














                                  SURVEY CONTROL DATA
                                
                             STATE=AR
                             [MARCH 20, 2026 22:17]
                    PROGRAM = datasheet95, VERSION = 8.12.5.20
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 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  COUNTRY     -  US
 DE9696  USGS QUAD   -  EDMONDSON (2017)
 DE9696
 DE9696                         *CURRENT SURVEY CONTROL
 DE9696  ______________________________________________________________________
 DE9696* NAD 83(2011) POSITION- 35 06 13.18262(N) 090 17 37.16251(W)   ADJUSTED
 DE9696* NAD 83(2011) ELLIP HT-    35.378 (meters)        (06/27/12)   ADJUSTED
 DE9696* NAD 83(2011) EPOCH   -  2010.00
 DE9696* NAVD 88 ORTHO HEIGHT -    62.61  (meters)      205.4   (feet) GPS OBS
 DE9696  ______________________________________________________________________
 DE9696  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DE9696  GEOID HEIGHT    -        -27.180 (meters)                     GEOID03
 DE9696  GEOID HEIGHT    -        -27.228 (meters)                     GEOID18
 DE9696  NAD 83(2011) X  -    -26,773.521 (meters)                     COMP
 DE9696  NAD 83(2011) Y  - -5,223,782.294 (meters)                     COMP
 DE9696  NAD 83(2011) Z  -  3,647,301.859 (meters)                     COMP
 DE9696  LAPLACE CORR    -         -1.02  (seconds)                    DEFLEC18
 DE9696
 DE9696  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE9696  Standards:
 DE9696         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE9696            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE9696  -------------------------------------------------------------------
 DE9696  NETWORK    0.81   1.27           0.36   0.30   0.65      0.07665104
 DE9696  -------------------------------------------------------------------
 DE9696  Click here for local accuracies and other accuracy information.
 DE9696
 DE9696.The horizontal coordinates were established by GPS observations
 DE9696.and adjusted by the National Geodetic Survey in June 2012.
 DE9696
 DE9696.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE9696.been affixed to the stable North American tectonic plate. See 
 DE9696.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE9696
 DE9696.The horizontal coordinates are valid at the epoch date displayed above
 DE9696.which is a decimal equivalence of Year/Month/Day.
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9696.GEOID18 height accuracy estimate available here.
 DE9696
 DE9696.Click photographs - Photos may exist for this station.
 DE9696
 DE9696.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9696
 DE9696.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE9696
 DE9696.The ellipsoidal height was determined by GPS observations
 DE9696.and is referenced to NAD 83.
 DE9696
 DE9696. The following values were computed from the NAD 83(2011) position.
 DE9696
 DE9696;                    North         East     Units Scale Factor Converg.
 DE9696;SPC AR N     -    86,809.504   555,559.979   MT  0.99997088   +0 59 34.5
 DE9696;SPC AR N     -   284,807.51  1,822,699.70   sFT  0.99997088   +0 59 34.5
 DE9696;UTM  15      - 3,887,890.545   746,677.807   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU4667787890(NAD 83)
 DE9696
 DE9696                          SUPERSEDED SURVEY CONTROL
 DE9696
 DE9696  NAD 83(2007)-  35 06 13.18264(N)    090 17 37.16354(W) AD(2002.00) 0
 DE9696  ELLIP H (02/10/07)   35.399  (m)                       GP(2002.00)    
 DE9696  NAD 83(1997)-  35 06 13.18259(N)    090 17 37.16338(W) AD(       ) 1
 DE9696  ELLIP H (01/24/03)   35.388  (m)                       GP(       ) 2 2
 DE9696  NAVD 88 (01/25/03)   62.58   (m)  UNKNOWN  model used  GPS OBS        
 DE9696  NAVD 88 (01/24/03)   62.58   (m)  GEOID99  model used  GPS OBS        
 DE9696
 DE9696.Superseded values are not recommended for survey control.
 DE9696
 DE9696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9696.See file dsdata.pdf to determine how the superseded data were derived.
 DE9696
 DE9696_MARKER: DD = SURVEY DISK
 DE9696_SETTING: 2 = IMBEDDED OR DRIVEN IN THE 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 = MARCH 20, 2026 22:17:28 EDT
 DK1161 ***********************************************************************
 DK1161  DESIGNATION -  0 A BOLT
 DK1161  PID         -  DK1161
 DK1161  STATE/COUNTY-  AR/CHICOT
 DK1161  COUNTRY     -  US
 DK1161  USGS QUAD   -  READLAND (2017)
 DK1161
 DK1161                         *CURRENT SURVEY CONTROL
 DK1161  ______________________________________________________________________
 DK1161* NAD 83(1986) POSITION- 33 00 16.     (N) 091 12 51.     (W)   SCALED
 DK1161* NAVD 88 ORTHO HEIGHT -    32.54  (+/-2cm)      106.8   (feet) VERTCON3
 DK1161  ______________________________________________________________________
 DK1161  GEOID HEIGHT    -        -26.199 (meters)                     GEOID18
 DK1161  VERT ORDER      -  ? (See Below)
 DK1161
 DK1161.The horizontal coordinates were scaled from a 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
 DK1161.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1161.GEOID18 height accuracy estimate available here.
 DK1161
 DK1161.The vertical order pertains to the NGVD 29 superseded value.
 DK1161
 DK1161.Click photographs - Photos may exist for this station.
 DK1161
 DK1161;                    North         East    Units  Estimated Accuracy
 DK1161;SPC AR S     -   437,750.      473,440.      MT  (+/- 180 meters Scaled)
 DK1161
 DK1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS668531(NAD 83)
 DK1161
 DK1161                          SUPERSEDED SURVEY CONTROL
 DK1161
 DK1161  NGVD 29 (11/26/84)   32.586  (m)          106.91   (f) ADJUSTED       
 DK1161
 DK1161.Superseded values are not recommended for survey control.
 DK1161
 DK1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1161.See file dsdata.pdf to determine how the superseded data were derived.
 DK1161
 DK1161_MARKER: B = BOLT
 DK1161_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK1161_SP_SET: UNDERGROUND STONE
 DK1161_PROJECTION: RECESSED 91 CENTIMETERS
 DK1161_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1161
 DK1161  HISTORY     - Date     Condition        Report By
 DK1161  HISTORY     - UNK      MONUMENTED       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 DK1162 ***********************************************************************
 DK1162  DESIGNATION -  0 A CAP
 DK1162  PID         -  DK1162
 DK1162  STATE/COUNTY-  AR/CHICOT
 DK1162  COUNTRY     -  US
 DK1162  USGS QUAD   -  READLAND (2017)
 DK1162
 DK1162                         *CURRENT SURVEY CONTROL
 DK1162  ______________________________________________________________________
 DK1162* NAD 83(1986) POSITION- 33 00 16.     (N) 091 12 51.     (W)   SCALED
 DK1162* NAVD 88 ORTHO HEIGHT -    33.73  (+/-2cm)      110.7   (feet) VERTCON3
 DK1162  ______________________________________________________________________
 DK1162  GEOID HEIGHT    -        -26.199 (meters)                     GEOID18
 DK1162  VERT ORDER      -  ? (See Below)
 DK1162
 DK1162.The horizontal coordinates were scaled from a 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
 DK1162.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1162.GEOID18 height accuracy estimate available here.
 DK1162
 DK1162.The vertical order pertains to the NGVD 29 superseded value.
 DK1162
 DK1162.Click photographs - Photos may exist for this station.
 DK1162
 DK1162;                    North         East    Units  Estimated Accuracy
 DK1162;SPC AR S     -   437,750.      473,440.      MT  (+/- 180 meters Scaled)
 DK1162
 DK1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS668531(NAD 83)
 DK1162
 DK1162                          SUPERSEDED SURVEY CONTROL
 DK1162
 DK1162  NGVD 29 (11/26/84)   33.774  (m)          110.81   (f) ADJUSTED       
 DK1162
 DK1162.Superseded values are not recommended for survey control.
 DK1162
 DK1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1162.See file dsdata.pdf to determine how the superseded data were derived.
 DK1162
 DK1162_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1162_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1162_MARK LOGO: USACE
 DK1162_MAGNETIC: P = MARKER IS A STEEL PIPE
 DK1162_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1162
 DK1162  HISTORY     - Date     Condition        Report By
 DK1162  HISTORY     - UNK      MONUMENTED       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1843 ***********************************************************************
 EH1843  DESIGNATION -  1
 EH1843  PID         -  EH1843
 EH1843  STATE/COUNTY-  AR/LONOKE
 EH1843  COUNTRY     -  US
 EH1843  USGS QUAD   -  LONOKE (2017)
 EH1843
 EH1843                         *CURRENT SURVEY CONTROL
 EH1843  ______________________________________________________________________
 EH1843* NAD 83(1986) POSITION- 34 47 45.     (N) 091 53 39.     (W)   SCALED
 EH1843* NAVD 88 ORTHO HEIGHT -    69.741 (meters)      228.81  (feet) ADJUSTED
 EH1843  ______________________________________________________________________
 EH1843  GEOID HEIGHT    -        -26.823 (meters)                     GEOID18
 EH1843  DYNAMIC HEIGHT  -         69.676 (meters)      228.60  (feet) COMP
 EH1843  MODELED GRAVITY -    979,703.8   (mgal)                       NAVD 88
 EH1843
 EH1843  VERT ORDER      -  FIRST     CLASS II
 EH1843
 EH1843.The horizontal coordinates were scaled from a map and have
 EH1843.an estimated accuracy of +/- 6 seconds.
 EH1843
 EH1843.The orthometric height was determined by differential leveling and
 EH1843.adjusted by the NATIONAL GEODETIC SURVEY
 EH1843.in June 1991.
 EH1843
 EH1843.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1843.GEOID18 height accuracy estimate available here.
 EH1843
 EH1843.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU011509(NAD 83)
 EH1843
 EH1843                          SUPERSEDED SURVEY CONTROL
 EH1843
 EH1843  NGVD 29 (11/26/84)   69.754  (m)          228.85   (f) ADJUSTED    1 2
 EH1843
 EH1843.Superseded values are not recommended for survey control.
 EH1843
 EH1843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1843.See file dsdata.pdf to determine how the superseded data were derived.
 EH1843
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1789 ***********************************************************************
 EH1789  DESIGNATION -  1
 EH1789  PID         -  EH1789
 EH1789  STATE/COUNTY-  AR/JEFFERSON
 EH1789  COUNTRY     -  US
 EH1789  USGS QUAD   -  ALTHEIMER (2017)
 EH1789
 EH1789                         *CURRENT SURVEY CONTROL
 EH1789  ______________________________________________________________________
 EH1789* NAD 83(1986) POSITION- 34 19 06.     (N) 091 50 54.     (W)   SCALED
 EH1789* NAVD 88 ORTHO HEIGHT -    63.119 (meters)      207.08  (feet) ADJUSTED
 EH1789  ______________________________________________________________________
 EH1789  GEOID HEIGHT    -        -26.122 (meters)                     GEOID18
 EH1789  DYNAMIC HEIGHT  -         63.058 (meters)      206.88  (feet) COMP
 EH1789  MODELED GRAVITY -    979,671.9   (mgal)                       NAVD 88
 EH1789
 EH1789  VERT ORDER      -  SECOND    CLASS 0
 EH1789
 EH1789.The horizontal coordinates were scaled from a map and have
 EH1789.an estimated accuracy of +/- 6 seconds.
 EH1789
 EH1789.The orthometric height was determined by differential leveling and
 EH1789.adjusted by the NATIONAL GEODETIC SURVEY
 EH1789.in June 1991.
 EH1789
 EH1789.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1789.GEOID18 height accuracy estimate available here.
 EH1789
 EH1789.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT059980(NAD 83)
 EH1789
 EH1789                          SUPERSEDED SURVEY CONTROL
 EH1789
 EH1789  NGVD 29 (11/26/84)   63.158  (m)          207.21   (f) ADJUSTED    2 0
 EH1789
 EH1789.Superseded values are not recommended for survey control.
 EH1789
 EH1789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1789.See file dsdata.pdf to determine how the superseded data were derived.
 EH1789
 EH1789_MARKER: Z = SEE DESCRIPTION
 EH1789_SETTING: 7 = 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       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 DK0981 ***********************************************************************
 DK0981  DESIGNATION -  1 AR CAP
 DK0981  PID         -  DK0981
 DK0981  STATE/COUNTY-  AR/DESHA
 DK0981  COUNTRY     -  US
 DK0981  USGS QUAD   -  ARKANSAS CITY (2017)
 DK0981
 DK0981                         *CURRENT SURVEY CONTROL
 DK0981  ______________________________________________________________________
 DK0981* NAD 83(1986) POSITION- 33 35 38.     (N) 091 14 05.     (W)   SCALED
 DK0981* NAVD 88 ORTHO HEIGHT -    40.790 (meters)      133.83  (feet) ADJUSTED
 DK0981  ______________________________________________________________________
 DK0981  GEOID HEIGHT    -        -26.454 (meters)                     GEOID18
 DK0981  DYNAMIC HEIGHT  -         40.747 (meters)      133.68  (feet) COMP
 DK0981  MODELED GRAVITY -    979,592.5   (mgal)                       NAVD 88
 DK0981
 DK0981  VERT ORDER      -  FIRST     CLASS II
 DK0981
 DK0981.The horizontal coordinates were scaled from a map and have
 DK0981.an estimated accuracy of +/- 6 seconds.
 DK0981
 DK0981.The orthometric height was determined by differential leveling and
 DK0981.adjusted by the NATIONAL GEODETIC SURVEY
 DK0981.in June 1991.
 DK0981
 DK0981.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK0981.GEOID18 height accuracy estimate available here.
 DK0981
 DK0981.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT638185(NAD 83)
 DK0981
 DK0981                          SUPERSEDED SURVEY CONTROL
 DK0981
 DK0981  NGVD 29 (11/26/84)   40.908  (m)          134.21   (f) ADJUSTED    1 2
 DK0981
 DK0981.Superseded values are not recommended for survey control.
 DK0981
 DK0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0981.See file dsdata.pdf to determine how the superseded data were derived.
 DK0981
 DK0981_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK0981_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK0981_STAMPING: 1 AR
 DK0981_MARK LOGO: USACE
 DK0981_MAGNETIC: P = MARKER IS A STEEL PIPE
 DK0981_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0981
 DK0981  HISTORY     - Date     Condition        Report By
 DK0981  HISTORY     - UNK      MONUMENTED       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0136 ***********************************************************************
 FG0136  DESIGNATION -  1 B AZ MK
 FG0136  PID         -  FG0136
 FG0136  STATE/COUNTY-  AR/FAULKNER
 FG0136  COUNTRY     -  US
 FG0136  USGS QUAD   -  ENOLA (2017)
 FG0136
 FG0136                         *CURRENT SURVEY CONTROL
 FG0136  ______________________________________________________________________
 FG0136* NAD 83(1986) POSITION- 35 12 32.     (N) 092 07 56.     (W)   SCALED
 FG0136* NAVD 88 ORTHO HEIGHT -   129.428 (meters)      424.63  (feet) ADJUSTED
 FG0136  ______________________________________________________________________
 FG0136  GEOID HEIGHT    -        -27.651 (meters)                     GEOID18
 FG0136  DYNAMIC HEIGHT  -        129.308 (meters)      424.24  (feet) COMP
 FG0136  MODELED GRAVITY -    979,704.8   (mgal)                       NAVD 88
 FG0136
 FG0136  VERT ORDER      -  SECOND    CLASS 0
 FG0136
 FG0136.The horizontal coordinates were scaled from a map and have
 FG0136.an estimated accuracy of +/- 6 seconds.
 FG0136
 FG0136.The orthometric height was determined by differential leveling and
 FG0136.adjusted by the NATIONAL GEODETIC SURVEY
 FG0136.in June 1991.
 FG0136
 FG0136.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0136.GEOID18 height accuracy estimate available here.
 FG0136
 FG0136.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU789965(NAD 83)
 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
 FG0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0136.See file dsdata.pdf to determine how the superseded data were derived.
 FG0136
 FG0136_MARKER: DZ = AZIMUTH MARK DISK
 FG0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0136_STAMPING: 1 B 1962
 FG0136_MARK LOGO: CGS
 FG0136_PROJECTION: PROJECTING 10 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0138 ***********************************************************************
 FG0138  DESIGNATION -  1 C
 FG0138  PID         -  FG0138
 FG0138  STATE/COUNTY-  AR/FAULKNER
 FG0138  COUNTRY     -  US
 FG0138  USGS QUAD   -  ENOLA (2017)
 FG0138
 FG0138                         *CURRENT SURVEY CONTROL
 FG0138  ______________________________________________________________________
 FG0138* NAD 83(1997) POSITION- 35 12 35.30599(N) 092 07 37.76109(W)   ADJUSTED
 FG0138* NAVD 88 ORTHO HEIGHT -   139.114 (meters)      456.41  (feet) ADJUSTED
 FG0138  ______________________________________________________________________
 FG0138  GEOID HEIGHT    -        -27.645 (meters)                     GEOID18
 FG0138  LAPLACE CORR    -          2.12  (seconds)                    DEFLEC18
 FG0138  DYNAMIC HEIGHT  -        138.985 (meters)      455.99  (feet) COMP
 FG0138  MODELED GRAVITY -    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 and
 FG0138.adjusted by the NATIONAL GEODETIC SURVEY
 FG0138.in June 1991.
 FG0138
 FG0138.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0138.GEOID18 height accuracy estimate available here.
 FG0138
 FG0138.Click photographs - Photos may exist for this station.
 FG0138
 FG0138.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 FG0138:SPC AR N     -  ENOLA                                    287 00 46.2
 FG0138:UTM  15      -  ENOLA                                    286 26 08.0
 FG0138
 FG0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7944596659(NAD 83)
 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)  139.10   (m)          456.4    (f) COMPUTED    2 0
 FG0138
 FG0138.Superseded values are not recommended for survey control.
 FG0138
 FG0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0138.See file dsdata.pdf to determine how the superseded data were derived.
 FG0138
 FG0138_MARKER: DD = SURVEY DISK
 FG0138_SETTING: 7 = 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             CGS
 FG0138  HISTORY     - 1989     GOOD             USPSQD
 FG0138
 FG0138                          STATION DESCRIPTION
 FG0138
 FG0138'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EH0928 ***********************************************************************
 EH0928  DESIGNATION -  1 HELENA WALL
 EH0928  PID         -  EH0928
 EH0928  STATE/COUNTY-  AR/PHILLIPS
 EH0928  COUNTRY     -  US
 EH0928  USGS QUAD   -  HELENA (2017)
 EH0928
 EH0928                         *CURRENT SURVEY CONTROL
 EH0928  ______________________________________________________________________
 EH0928* NAD 83(1986) POSITION- 34 31 20.61   (N) 090 35 07.62   (W)   HD_HELD1
 EH0928* NAVD 88 ORTHO HEIGHT -    63.171 (meters)      207.25  (feet) ADJUSTED
 EH0928  ______________________________________________________________________
 EH0928  GEOID HEIGHT    -        -26.999 (meters)                     GEOID18
 EH0928  DYNAMIC HEIGHT  -         63.110 (meters)      207.05  (feet) COMP
 EH0928  MODELED GRAVITY -    979,669.5   (mgal)                       NAVD 88
 EH0928
 EH0928  VERT ORDER      -  FIRST     CLASS II
 EH0928
 EH0928.The horizontal coordinates were determined by differentially corrected
 EH0928.hand held GPS observations or other comparable positioning techniques
 EH0928.and have an estimated accuracy of +/- 3 meters.
 EH0928
 EH0928.The orthometric height was determined by differential leveling and
 EH0928.adjusted by the NATIONAL GEODETIC SURVEY
 EH0928.in September 2022.
 EH0928
 EH0928.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0928.GEOID18 height accuracy estimate available here.
 EH0928
 EH0928.Click photographs - Photos may exist for this station.
 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     -   606,723.4     529,867.5     MT  (+/- 3 meters HH1 GPS) 
 EH0928
 EH0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU2162722727(NAD 83)
 EH0928
 EH0928                          SUPERSEDED SURVEY CONTROL
 EH0928
 EH0928  NAVD 88 (06/15/91)   63.172  (m)          207.26   (f) SUPERSEDED  1 2
 EH0928  NGVD 29 (11/26/84)   63.208  (m)          207.37   (f) ADJUSTED    1 2
 EH0928
 EH0928.Superseded values are not recommended for survey control.
 EH0928
 EH0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0928.See file dsdata.pdf to determine how the superseded data were derived.
 EH0928
 EH0928_MARKER: DD = SURVEY DISK
 EH0928_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH0928_SP_SET: FLOOD WALL
 EH0928_STAMPING: 1
 EH0928_MARK LOGO: USACE
 EH0928_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0928_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0928+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2013
 EH0928
 EH0928  HISTORY     - Date     Condition        Report By
 EH0928  HISTORY     - UNK      MONUMENTED       USACE
 EH0928  HISTORY     - 1956     GOOD             CGS
 EH0928  HISTORY     - 1976     GOOD             NGS
 EH0928  HISTORY     - 1985     GOOD             NGS
 EH0928  HISTORY     - 20030402 GOOD             USACE
 EH0928  HISTORY     - 20130824 GOOD             MSSU
 EH0928
 EH0928                          STATION DESCRIPTION
 EH0928
 EH0928'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 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.
 EH0928
 EH0928                          STATION RECOVERY (2013)
 EH0928
 EH0928'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2013 (CVP)
 EH0928'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0436 ***********************************************************************
 EJ0436  DESIGNATION -  1 J
 EJ0436  PID         -  EJ0436
 EJ0436  STATE/COUNTY-  AR/PULASKI
 EJ0436  COUNTRY     -  US
 EJ0436  USGS QUAD   -  MCALMONT (2017)
 EJ0436
 EJ0436                         *CURRENT SURVEY CONTROL
 EJ0436  ______________________________________________________________________
 EJ0436* NAD 83(1986) POSITION- 34 52 16.67   (N) 092 09 23.70   (W)   HD_HELD1
 EJ0436* NAVD 88 ORTHO HEIGHT -    76.763 (meters)      251.85  (feet) POSTED
 EJ0436  ______________________________________________________________________
 EJ0436  GEOID HEIGHT    -        -26.986 (meters)                     GEOID18
 EJ0436  DYNAMIC HEIGHT  -         76.69  (meters)      251.6   (feet) COMP
 EJ0436  MODELED GRAVITY -    979,706.2   (mgal)                       NAVD 88
 EJ0436
 EJ0436  VERT ORDER      -  * POSTED, SEE BELOW
 EJ0436
 EJ0436.The horizontal coordinates were determined by differentially corrected
 EJ0436.hand held GPS observations or other comparable positioning techniques
 EJ0436.and have an estimated accuracy of +/- 3 meters.
 EJ0436
 EJ0436.The orthometric height was determined by differential leveling
 EJ0436.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 EJ0436
 EJ0436.* This is a POSTED BENCH MARK height.
 EJ0436
 EJ0436.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0436.GEOID18 height accuracy estimate available here.
 EJ0436
 EJ0436.Click photographs - Photos may exist for this station.
 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     -   644,542.4     385,683.1     MT  (+/- 3 meters HH1 GPS) 
 EJ0436
 EJ0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7708459094(NAD 83)
 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
 EJ0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0436.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0436
 EJ0436_MARKER: DD = SURVEY DISK
 EJ0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0436_STAMPING: 1 J 1935
 EJ0436_MARK LOGO: USGS
 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             CGS
 EJ0436
 EJ0436                          STATION DESCRIPTION
 EJ0436
 EJ0436'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FF2183 ***********************************************************************
 FF2183  HT_MOD      -  This is a Height Modernization Survey Station.
 FF2183  DESIGNATION -  1 JW
 FF2183  PID         -  FF2183
 FF2183  STATE/COUNTY-  AR/POINSETT
 FF2183  COUNTRY     -  US
 FF2183  USGS QUAD   -  MARKED TREE (2017)
 FF2183
 FF2183                         *CURRENT SURVEY CONTROL
 FF2183  ______________________________________________________________________
 FF2183* NAD 83(2011) POSITION- 35 32 08.78134(N) 090 28 40.69999(W)   ADJUSTED
 FF2183* NAD 83(2011) ELLIP HT-    41.667 (meters)        (06/27/12)   ADJUSTED
 FF2183* NAD 83(2011) EPOCH   -  2010.00
 FF2183* NAVD 88 ORTHO HEIGHT -    69.48  (meters)      228.0   (feet) GPS OBS
 FF2183  ______________________________________________________________________
 FF2183  NAVD 88 orthometric height was determined with geoid model    GEOID03
 FF2183  GEOID HEIGHT    -        -27.771 (meters)                     GEOID03
 FF2183  GEOID HEIGHT    -        -27.703 (meters)                     GEOID18
 FF2183  NAD 83(2011) X  -    -43,346.673 (meters)                     COMP
 FF2183  NAD 83(2011) Y  - -5,195,958.506 (meters)                     COMP
 FF2183  NAD 83(2011) Z  -  3,686,422.678 (meters)                     COMP
 FF2183  LAPLACE CORR    -         -0.27  (seconds)                    DEFLEC18
 FF2183
 FF2183  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FF2183  Standards:
 FF2183         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FF2183            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FF2183  -------------------------------------------------------------------
 FF2183  NETWORK    1.11   1.78           0.48   0.42   0.91     -0.09455546
 FF2183  -------------------------------------------------------------------
 FF2183  Click here for local accuracies and other accuracy information.
 FF2183
 FF2183.The horizontal coordinates were established by GPS observations
 FF2183.and adjusted by the National Geodetic Survey in June 2012.
 FF2183
 FF2183.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FF2183.been affixed to the stable North American tectonic plate. See 
 FF2183.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FF2183
 FF2183.The horizontal coordinates are valid at the epoch date displayed above
 FF2183.which is a decimal equivalence of Year/Month/Day.
 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.
 FF2183
 FF2183.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF2183.GEOID18 height accuracy estimate available here.
 FF2183
 FF2183.Click photographs - Photos may exist for this station.
 FF2183
 FF2183.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF2183
 FF2183.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF2183
 FF2183.The ellipsoidal height was determined by GPS observations
 FF2183.and is referenced to NAD 83.
 FF2183
 FF2183. The following values were computed from the NAD 83(2011) position.
 FF2183
 FF2183;                    North         East     Units Scale Factor Converg.
 FF2183;SPC AR N     -   134,467.007   538,017.112   MT  0.99993629   +0 53 08.4
 FF2183;SPC AR N     -   441,163.84  1,765,144.47   sFT  0.99993629   +0 53 08.4
 FF2183;UTM  15      - 3,935,386.832   728,653.217   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV2865335386(NAD 83)
 FF2183
 FF2183                          SUPERSEDED SURVEY CONTROL
 FF2183
 FF2183  NAD 83(2007)-  35 32 08.78135(N)    090 28 40.70101(W) AD(2002.00) 0
 FF2183  ELLIP H (02/10/07)   41.688  (m)                       GP(2002.00)    
 FF2183  NAD 83(1997)-  35 32 08.78111(N)    090 28 40.70067(W) AD(       ) B
 FF2183  ELLIP H (04/05/04)   41.672  (m)                       GP(       ) 3 1
 FF2183  NAVD 88              69.39   (m)          227.7    (f) LEVELING    3  
 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
 FF2183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2183.See file dsdata.pdf to determine how the superseded data were derived.
 FF2183
 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 - August 03, 2007
 FF2183
 FF2183  HISTORY     - Date     Condition        Report By
 FF2183  HISTORY     - 1978     MONUMENTED       USGS
 FF2183  HISTORY     - 19920321 GOOD             NGS
 FF2183  HISTORY     - 20020319 GOOD             USACE
 FF2183  HISTORY     - 20070803 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.
 FF2183
 FF2183                          STATION RECOVERY (2007)
 FF2183
 FF2183'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2007 (JMH)
 FF2183'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0169 ***********************************************************************
 FG0169  DESIGNATION -  1 RHM
 FG0169  PID         -  FG0169
 FG0169  STATE/COUNTY-  AR/FAULKNER
 FG0169  COUNTRY     -  US
 FG0169  USGS QUAD   -  DAMASCUS (2017)
 FG0169
 FG0169                         *CURRENT SURVEY CONTROL
 FG0169  ______________________________________________________________________
 FG0169* NAD 83(1986) POSITION- 35 16 00.     (N) 092 23 15.     (W)   SCALED
 FG0169* NAVD 88 ORTHO HEIGHT -   183.123 (meters)      600.80  (feet) ADJUSTED
 FG0169  ______________________________________________________________________
 FG0169  GEOID HEIGHT    -        -28.010 (meters)                     GEOID18
 FG0169  DYNAMIC HEIGHT  -        182.951 (meters)      600.23  (feet) COMP
 FG0169  MODELED GRAVITY -    979,694.3   (mgal)                       NAVD 88
 FG0169
 FG0169  VERT ORDER      -  SECOND    CLASS 0
 FG0169
 FG0169.The horizontal coordinates were scaled from a map and have
 FG0169.an estimated accuracy of +/- 6 seconds.
 FG0169
 FG0169.The orthometric height was determined by differential leveling and
 FG0169.adjusted by the NATIONAL GEODETIC SURVEY
 FG0169.in June 1991.
 FG0169
 FG0169.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0169.GEOID18 height accuracy estimate available here.
 FG0169
 FG0169.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV557027(NAD 83)
 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
 FG0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0169.See file dsdata.pdf to determine how the superseded data were derived.
 FG0169
 FG0169_MARKER: DB = BENCH MARK DISK
 FG0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0169_STAMPING: 1 RHM 1960
 FG0169_MARK LOGO: USGS
 FG0169_PROJECTION: PROJECTING 24 CENTIMETERS
 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             CGS
 FG0169  HISTORY     - 20150411 MARK NOT FOUND   ARHD
 FG0169
 FG0169                          STATION DESCRIPTION
 FG0169
 FG0169'DESCRIBED BY COAST AND 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.
 FG0169
 FG0169                          STATION RECOVERY (2015)
 FG0169
 FG0169'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (WDA)
 FG0169'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1597 ***********************************************************************
 EH1597  DESIGNATION -  1 W
 EH1597  PID         -  EH1597
 EH1597  STATE/COUNTY-  AR/LINCOLN
 EH1597  COUNTRY     -  US
 EH1597  USGS QUAD   -  CADES (2017)
 EH1597
 EH1597                         *CURRENT SURVEY CONTROL
 EH1597  ______________________________________________________________________
 EH1597* NAD 83(1986) POSITION- 34 03 38.     (N) 091 34 43.     (W)   SCALED
 EH1597* NAVD 88 ORTHO HEIGHT -    54.020 (meters)      177.23  (feet) ADJUSTED
 EH1597  ______________________________________________________________________
 EH1597  GEOID HEIGHT    -        -26.014 (meters)                     GEOID18
 EH1597  DYNAMIC HEIGHT  -         53.967 (meters)      177.06  (feet) COMP
 EH1597  MODELED GRAVITY -    979,652.4   (mgal)                       NAVD 88
 EH1597
 EH1597  VERT ORDER      -  SECOND    CLASS 0
 EH1597
 EH1597.The horizontal coordinates were scaled from a map and have
 EH1597.an estimated accuracy of +/- 6 seconds.
 EH1597
 EH1597.The orthometric height was determined by differential leveling and
 EH1597.adjusted by the NATIONAL GEODETIC SURVEY
 EH1597.in August 1993.
 EH1597
 EH1597.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1597.GEOID18 height accuracy estimate available here.
 EH1597
 EH1597.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT311697(NAD 83)
 EH1597
 EH1597                          SUPERSEDED SURVEY CONTROL
 EH1597
 EH1597  NAVD 88 (06/15/91)   54.034  (m)          177.28   (f) SUPERSEDED  2 0
 EH1597  NGVD 29 (11/26/84)   54.037  (m)          177.29   (f) ADJUSTED    2 0
 EH1597
 EH1597.Superseded values are not recommended for survey control.
 EH1597
 EH1597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1597.See file dsdata.pdf to determine how the superseded data were derived.
 EH1597
 EH1597_MARKER: DD = SURVEY DISK
 EH1597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1597_STAMPING: 1 W 1928 177.286
 EH1597_MARK LOGO: USGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0116 ***********************************************************************
 FG0116  DESIGNATION -  1 WMH
 FG0116  PID         -  FG0116
 FG0116  STATE/COUNTY-  AR/FAULKNER
 FG0116  COUNTRY     -  US
 FG0116  USGS QUAD   -  HAMLET (2017)
 FG0116
 FG0116                         *CURRENT SURVEY CONTROL
 FG0116  ______________________________________________________________________
 FG0116* NAD 83(1986) POSITION- 35 05 14.     (N) 092 21 34.     (W)   SCALED
 FG0116* NAVD 88 ORTHO HEIGHT -   106.91  (+/-2cm)      350.8   (feet) VERTCON3
 FG0116  ______________________________________________________________________
 FG0116  GEOID HEIGHT    -        -27.820 (meters)                     GEOID18
 FG0116  VERT ORDER      -  THIRD (See Below)
 FG0116
 FG0116.The horizontal coordinates were scaled from a 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
 FG0116.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0116.GEOID18 height accuracy estimate available here.
 FG0116
 FG0116.The vertical order pertains to the NGVD 29 superseded value.
 FG0116
 FG0116.Click photographs - Photos may exist for this station.
 FG0116
 FG0116;                    North         East    Units  Estimated Accuracy
 FG0116;SPC AR N     -    83,700.      367,220.      MT  (+/- 180 meters Scaled)
 FG0116
 FG0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU583829(NAD 83)
 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
 FG0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0116.See file dsdata.pdf to determine how the superseded data were derived.
 FG0116
 FG0116_MARKER: DB = BENCH MARK DISK
 FG0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0116_STAMPING: 1 WMH 1960 351
 FG0116_MARK LOGO: USGS
 FG0116_PROJECTION: FLUSH
 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             CGS
 FG0116
 FG0116                          STATION DESCRIPTION
 FG0116
 FG0116'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG0362 ***********************************************************************
 FG0362  DESIGNATION -  10 B
 FG0362  PID         -  FG0362
 FG0362  STATE/COUNTY-  AR/CONWAY
 FG0362  COUNTRY     -  US
 FG0362  USGS QUAD   -  MORRILTON EAST (2017)
 FG0362
 FG0362                         *CURRENT SURVEY CONTROL
 FG0362  ______________________________________________________________________
 FG0362* NAD 83(1997) POSITION- 35 11 12.05646(N) 092 37 59.62798(W)   ADJUSTED
 FG0362* NAVD 88 ORTHO HEIGHT -   114.649 (meters)      376.14  (feet) ADJUSTED
 FG0362  ______________________________________________________________________
 FG0362  GEOID HEIGHT    -        -28.412 (meters)                     GEOID18
 FG0362  LAPLACE CORR    -          2.72  (seconds)                    DEFLEC18
 FG0362  DYNAMIC HEIGHT  -        114.542 (meters)      375.79  (feet) COMP
 FG0362  MODELED GRAVITY -    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 and
 FG0362.adjusted by the NATIONAL GEODETIC SURVEY
 FG0362.in June 1991.
 FG0362
 FG0362.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0362.GEOID18 height accuracy estimate available here.
 FG0362
 FG0362.Click photographs - Photos may exist for this station.
 FG0362
 FG0362.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU3339293807(NAD 83)
 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
 FG0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0362.See file dsdata.pdf to determine how the superseded data were derived.
 FG0362
 FG0362_MARKER: DD = SURVEY DISK
 FG0362_SETTING: 7 = 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             CGS
 FG0362
 FG0362                          STATION DESCRIPTION
 FG0362
 FG0362'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0148 ***********************************************************************
 EJ0148  DESIGNATION -  10 BAR
 EJ0148  PID         -  EJ0148
 EJ0148  STATE/COUNTY-  AR/PULASKI
 EJ0148  COUNTRY     -  US
 EJ0148  USGS QUAD   -  LITTLE ROCK (2017)
 EJ0148
 EJ0148                         *CURRENT SURVEY CONTROL
 EJ0148  ______________________________________________________________________
 EJ0148* NAD 83(1986) POSITION- 34 40 20.     (N) 092 21 42.     (W)   SCALED
 EJ0148* NAVD 88 ORTHO HEIGHT -    83.805 (meters)      274.95  (feet) ADJUSTED
 EJ0148  ______________________________________________________________________
 EJ0148  GEOID HEIGHT    -        -26.486 (meters)                     GEOID18
 EJ0148  DYNAMIC HEIGHT  -         83.727 (meters)      274.69  (feet) COMP
 EJ0148  MODELED GRAVITY -    979,711.0   (mgal)                       NAVD 88
 EJ0148
 EJ0148  VERT ORDER      -  FIRST     CLASS II
 EJ0148
 EJ0148.The horizontal coordinates were scaled from a map and have
 EJ0148.an estimated accuracy of +/- 6 seconds.
 EJ0148
 EJ0148.The orthometric height was determined by differential leveling and
 EJ0148.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0148.in June 1991.
 EJ0148
 EJ0148.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0148.GEOID18 height accuracy estimate available here.
 EJ0148
 EJ0148.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU584368(NAD 83)
 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
 EJ0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0148.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0148
 EJ0148_MARKER: DB = BENCH MARK DISK
 EJ0148_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0148_STAMPING: NO.10 BAR 1933
 EJ0148_MARK LOGO: CGS
 EJ0148_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0148
 EJ0148  HISTORY     - Date     Condition        Report By
 EJ0148  HISTORY     - 1933     MONUMENTED       CGS
 EJ0148  HISTORY     - 1935     GOOD             CGS
 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FF1107 ***********************************************************************
 FF1107  DESIGNATION -  10 FAH
 FF1107  PID         -  FF1107
 FF1107  STATE/COUNTY-  AR/MISSISSIPPI
 FF1107  COUNTRY     -  US
 FF1107  USGS QUAD   -  FRENCHMANS BAYOU (2017)
 FF1107
 FF1107                         *CURRENT SURVEY CONTROL
 FF1107  ______________________________________________________________________
 FF1107* NAD 83(1986) POSITION- 35 26 22.     (N) 090 08 17.     (W)   SCALED
 FF1107* NAVD 88 ORTHO HEIGHT -    76.954 (meters)      252.47  (feet) ADJUSTED
 FF1107  ______________________________________________________________________
 FF1107  GEOID HEIGHT    -        -27.552 (meters)                     GEOID18
 FF1107  DYNAMIC HEIGHT  -         76.886 (meters)      252.25  (feet) COMP
 FF1107  MODELED GRAVITY -    979,753.3   (mgal)                       NAVD 88
 FF1107
 FF1107  VERT ORDER      -  FIRST     CLASS I
 FF1107
 FF1107.The horizontal coordinates were scaled from a map and have
 FF1107.an estimated accuracy of +/- 6 seconds.
 FF1107
 FF1107.The orthometric height was determined by differential leveling and
 FF1107.adjusted by the NATIONAL GEODETIC SURVEY
 FF1107.in June 1991.
 FF1107
 FF1107.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1107.GEOID18 height accuracy estimate available here.
 FF1107
 FF1107.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV597255(NAD 83)
 FF1107
 FF1107                          SUPERSEDED SURVEY CONTROL
 FF1107
 FF1107  NGVD 29 (11/26/84)   76.937  (m)          252.42   (f) ADJUSTED    1 1
 FF1107
 FF1107.Superseded values are not recommended for survey control.
 FF1107
 FF1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1107.See file dsdata.pdf to determine how the superseded data were derived.
 FF1107
 FF1107_MARKER: DB = BENCH MARK DISK
 FF1107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1107_STAMPING: 10 FAH 1969
 FF1107_MARK LOGO: USGS
 FF1107_PROJECTION: PROJECTING 5 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1758 ***********************************************************************
 EH1758  DESIGNATION -  10/11
 EH1758  PID         -  EH1758
 EH1758  STATE/COUNTY-  AR/JEFFERSON
 EH1758  COUNTRY     -  US
 EH1758  USGS QUAD   -  ALTHEIMER (2017)
 EH1758
 EH1758                         *CURRENT SURVEY CONTROL
 EH1758  ______________________________________________________________________
 EH1758* NAD 83(1986) POSITION- 34 15 32.     (N) 091 51 41.     (W)   SCALED
 EH1758* NAVD 88 ORTHO HEIGHT -    61.946 (meters)      203.23  (feet) ADJUSTED
 EH1758  ______________________________________________________________________
 EH1758  GEOID HEIGHT    -        -26.055 (meters)                     GEOID18
 EH1758  DYNAMIC HEIGHT  -         61.886 (meters)      203.04  (feet) COMP
 EH1758  MODELED GRAVITY -    979,667.1   (mgal)                       NAVD 88
 EH1758
 EH1758  VERT ORDER      -  SECOND    CLASS 0
 EH1758
 EH1758.The horizontal coordinates were scaled from a map and have
 EH1758.an estimated accuracy of +/- 6 seconds.
 EH1758
 EH1758.The orthometric height was determined by differential leveling and
 EH1758.adjusted by the NATIONAL GEODETIC SURVEY
 EH1758.in August 1993.
 EH1758
 EH1758.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1758.GEOID18 height accuracy estimate available here.
 EH1758
 EH1758.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT048914(NAD 83)
 EH1758
 EH1758                          SUPERSEDED SURVEY CONTROL
 EH1758
 EH1758  NAVD 88 (06/15/91)   61.951  (m)          203.25   (f) SUPERSEDED  2 0
 EH1758  NGVD 29 (11/26/84)   61.982  (m)          203.35   (f) ADJUSTED    2 0
 EH1758
 EH1758.Superseded values are not recommended for survey control.
 EH1758
 EH1758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1758.See file dsdata.pdf to determine how the superseded data were derived.
 EH1758
 EH1758_MARKER: P = PIPE CAP
 EH1758_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1758_STAMPING: B M 10/11
 EH1758_MARK LOGO: USACE
 EH1758_MAGNETIC: P = MARKER IS A STEEL PIPE
 EH1758_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1758
 EH1758  HISTORY     - Date     Condition        Report By
 EH1758  HISTORY     - UNK      MONUMENTED       USACE
 EH1758  HISTORY     - 1962     MARK NOT FOUND   USGS
 EH1758
 EH1758                          STATION DESCRIPTION
 EH1758
 EH1758'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 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 = MARCH 20, 2026 22:17:28 EDT
 DL0188 ***********************************************************************
 DL0188  DESIGNATION -  100.17
 DL0188  PID         -  DL0188
 DL0188  STATE/COUNTY-  AR/ASHLEY
 DL0188  COUNTRY     -  US
 DL0188  USGS QUAD   -  MARAIS SALINE (2017)
 DL0188
 DL0188                         *CURRENT SURVEY CONTROL
 DL0188  ______________________________________________________________________
 DL0188* NAD 83(1986) POSITION- 33 08 58.     (N) 092 03 35.     (W)   SCALED
 DL0188* NAVD 88 ORTHO HEIGHT -    30.404 (meters)       99.75  (feet) ADJUSTED
 DL0188  ______________________________________________________________________
 DL0188  GEOID HEIGHT    -        -25.994 (meters)                     GEOID18
 DL0188  DYNAMIC HEIGHT  -         30.372 (meters)       99.65  (feet) COMP
 DL0188  MODELED GRAVITY -    979,569.3   (mgal)                       NAVD 88
 DL0188
 DL0188  VERT ORDER      -  SECOND    CLASS 0
 DL0188
 DL0188.The horizontal coordinates were scaled from a map and have
 DL0188.an estimated accuracy of +/- 6 seconds.
 DL0188
 DL0188.The orthometric height was determined by differential leveling and
 DL0188.adjusted by the NATIONAL GEODETIC SURVEY
 DL0188.in June 1991.
 DL0188
 DL0188.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0188.GEOID18 height accuracy estimate available here.
 DL0188
 DL0188.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS876682(NAD 83)
 DL0188
 DL0188                          SUPERSEDED SURVEY CONTROL
 DL0188
 DL0188  NGVD 29 (??/??/92)   30.47   (m)          100.0    (f) COMPUTED    2 0
 DL0188
 DL0188.Superseded values are not recommended for survey control.
 DL0188
 DL0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0188.See file dsdata.pdf to determine how the superseded data were derived.
 DL0188
 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             CGS
 DL0188
 DL0188                          STATION DESCRIPTION
 DL0188
 DL0188'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0164 ***********************************************************************
 EJ0164  DESIGNATION -  102 RESET
 EJ0164  PID         -  EJ0164
 EJ0164  STATE/COUNTY-  AR/PULASKI
 EJ0164  COUNTRY     -  US
 EJ0164  USGS QUAD   -  SWEET HOME (2017)
 EJ0164
 EJ0164                         *CURRENT SURVEY CONTROL
 EJ0164  ______________________________________________________________________
 EJ0164* NAD 83(1997) POSITION- 34 39 47.53502(N) 092 10 38.72918(W)   ADJUSTED
 EJ0164* NAVD 88 ORTHO HEIGHT -    74.050 (meters)      242.95  (feet) ADJUSTED
 EJ0164  ______________________________________________________________________
 EJ0164  GEOID HEIGHT    -        -26.532 (meters)                     GEOID18
 EJ0164  LAPLACE CORR    -          0.76  (seconds)                    DEFLEC18
 EJ0164  DYNAMIC HEIGHT  -         73.980 (meters)      242.72  (feet) COMP
 EJ0164  MODELED GRAVITY -    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 and
 EJ0164.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0164.in June 1991.
 EJ0164
 EJ0164.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0164.GEOID18 height accuracy estimate available here.
 EJ0164
 EJ0164.Click photographs - Photos may exist for this station.
 EJ0164
 EJ0164.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 EJ0164:SPC AR S     -  102 AZ MK                                198 32 33.2
 EJ0164:UTM  15      -  102 AZ MK                                197 58 31.4
 EJ0164
 EJ0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7536836002(NAD 83)
 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
 EJ0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0164.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0164
 EJ0164_MARKER: DD = SURVEY DISK
 EJ0164_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0164_STAMPING: 102 1934 1940
 EJ0164_MARK LOGO: CGS+SS
 EJ0164_PROJECTION: FLUSH
 EJ0164_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0164_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EJ0164+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2008
 EJ0164
 EJ0164  HISTORY     - Date     Condition        Report By
 EJ0164  HISTORY     - 1934     MONUMENTED       CGS
 EJ0164  HISTORY     - 1940     GOOD             CGS
 EJ0164  HISTORY     - 1940     GOOD             CGS
 EJ0164  HISTORY     - 1964     GOOD             CGS
 EJ0164  HISTORY     - 1984     GOOD             NGS
 EJ0164  HISTORY     - 20080527 GOOD             USACEL
 EJ0164
 EJ0164                          STATION DESCRIPTION
 EJ0164
 EJ0164'DESCRIBED BY COAST AND 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 COAST AND 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.
 EJ0164
 EJ0164                          STATION RECOVERY (2008)
 EJ0164
 EJ0164'RECOVERY NOTE BY USACE LITTLE ROCK 2008 (RD)
 EJ0164'MONUMENT NOT SUITABLE FOR GPS
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0909 ***********************************************************************
 FG0909  DESIGNATION -  1038.5
 FG0909  PID         -  FG0909
 FG0909  STATE/COUNTY-  AR/NEWTON
 FG0909  COUNTRY     -  US
 FG0909  USGS QUAD   -  DEER (2017)
 FG0909
 FG0909                         *CURRENT SURVEY CONTROL
 FG0909  ______________________________________________________________________
 FG0909* NAD 83(1986) POSITION- 35 47 53.     (N) 093 14 54.     (W)   SCALED
 FG0909* NAVD 88 ORTHO HEIGHT -   316.505 (meters)     1038.40  (feet) ADJUSTED
 FG0909  ______________________________________________________________________
 FG0909  GEOID HEIGHT    -        -28.106 (meters)                     GEOID18
 FG0909  DYNAMIC HEIGHT  -        316.197 (meters)     1037.39  (feet) COMP
 FG0909  MODELED GRAVITY -    979,652.7   (mgal)                       NAVD 88
 FG0909
 FG0909  VERT ORDER      -  SECOND    CLASS 0
 FG0909
 FG0909.The horizontal coordinates were scaled from a map and have
 FG0909.an estimated accuracy of +/- 6 seconds.
 FG0909
 FG0909.The orthometric height was determined by differential leveling and
 FG0909.adjusted by the NATIONAL GEODETIC SURVEY
 FG0909.in June 1991.
 FG0909
 FG0909.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0909.GEOID18 height accuracy estimate available here.
 FG0909
 FG0909.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV775615(NAD 83)
 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
 FG0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0909.See file dsdata.pdf to determine how the superseded data were derived.
 FG0909
 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             CGS
 FG0909
 FG0909                          STATION DESCRIPTION
 FG0909
 FG0909'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DK0816 ***********************************************************************
 DK0816  DESIGNATION -  104 BOLT
 DK0816  PID         -  DK0816
 DK0816  STATE/COUNTY-  AR/DESHA
 DK0816  COUNTRY     -  US
 DK0816  USGS QUAD   -  MONTGOMERY ISLAND (2017)
 DK0816
 DK0816                         *CURRENT SURVEY CONTROL
 DK0816  ______________________________________________________________________
 DK0816* NAD 83(1986) POSITION- 33 53 03.     (N) 091 04 11.     (W)   SCALED
 DK0816* NAVD 88 ORTHO HEIGHT -    47.36  (+/-2cm)      155.4   (feet) VERTCON3
 DK0816  ______________________________________________________________________
 DK0816  GEOID HEIGHT    -        -26.509 (meters)                     GEOID18
 DK0816  VERT ORDER      -  FIRST     CLASS II (See Below)
 DK0816
 DK0816.The horizontal coordinates were scaled from a 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
 DK0816.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK0816.GEOID18 height accuracy estimate available here.
 DK0816
 DK0816.The vertical order pertains to the NGVD 29 superseded value.
 DK0816
 DK0816.Click photographs - Photos may exist for this station.
 DK0816
 DK0816;                    North         East    Units  Estimated Accuracy
 DK0816;SPC AR S     -   535,430.      486,050.      MT  (+/- 180 meters Scaled)
 DK0816
 DK0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT785509(NAD 83)
 DK0816
 DK0816                          SUPERSEDED SURVEY CONTROL
 DK0816
 DK0816  NGVD 29 (11/26/84)   47.431  (m)          155.61   (f) ADJUSTED    1 2
 DK0816
 DK0816.Superseded values are not recommended for survey control.
 DK0816
 DK0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0816.See file dsdata.pdf to determine how the superseded data were derived.
 DK0816
 DK0816_MARKER: B = BOLT
 DK0816_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK0816_SP_SET: UNDERGROUND TILE
 DK0816_PROJECTION: RECESSED 122 CENTIMETERS
 DK0816_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0816
 DK0816  HISTORY     - Date     Condition        Report By
 DK0816  HISTORY     - UNK      MONUMENTED       USACE
 DK0816  HISTORY     - 1939     GOOD             CGS
 DK0816
 DK0816                          STATION DESCRIPTION
 DK0816
 DK0816'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 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 = MARCH 20, 2026 22:17:28 EDT
 DK0817 ***********************************************************************
 DK0817  DESIGNATION -  104 CAP
 DK0817  PID         -  DK0817
 DK0817  STATE/COUNTY-  AR/DESHA
 DK0817  COUNTRY     -  US
 DK0817  USGS QUAD   -  MONTGOMERY ISLAND (2017)
 DK0817
 DK0817                         *CURRENT SURVEY CONTROL
 DK0817  ______________________________________________________________________
 DK0817* NAD 83(1986) POSITION- 33 53 03.     (N) 091 04 10.     (W)   SCALED
 DK0817* NAVD 88 ORTHO HEIGHT -    48.57  (+/-2cm)      159.4   (feet) VERTCON3
 DK0817  ______________________________________________________________________
 DK0817  GEOID HEIGHT    -        -26.509 (meters)                     GEOID18
 DK0817  VERT ORDER      -  FIRST     CLASS II (See Below)
 DK0817
 DK0817.The horizontal coordinates were scaled from a 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
 DK0817.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK0817.GEOID18 height accuracy estimate available here.
 DK0817
 DK0817.The vertical order pertains to the NGVD 29 superseded value.
 DK0817
 DK0817.Click photographs - Photos may exist for this station.
 DK0817
 DK0817;                    North         East    Units  Estimated Accuracy
 DK0817;SPC AR S     -   535,430.      486,080.      MT  (+/- 180 meters Scaled)
 DK0817
 DK0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT785509(NAD 83)
 DK0817
 DK0817                          SUPERSEDED SURVEY CONTROL
 DK0817
 DK0817  NGVD 29 (11/26/84)   48.640  (m)          159.58   (f) ADJUSTED    1 2
 DK0817
 DK0817.Superseded values are not recommended for survey control.
 DK0817
 DK0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0817.See file dsdata.pdf to determine how the superseded data were derived.
 DK0817
 DK0817_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK0817_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK0817_MARK LOGO: USACE
 DK0817_MAGNETIC: P = MARKER IS A STEEL PIPE
 DK0817_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0817
 DK0817  HISTORY     - Date     Condition        Report By
 DK0817  HISTORY     - UNK      MONUMENTED       USACE
 DK0817  HISTORY     - 1939     GOOD             CGS
 DK0817
 DK0817                          STATION DESCRIPTION
 DK0817
 DK0817'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 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 = MARCH 20, 2026 22:17:28 EDT
 EK0188 ***********************************************************************
 EK0188  DESIGNATION -  1043
 EK0188  PID         -  EK0188
 EK0188  STATE/COUNTY-  AR/POLK
 EK0188  COUNTRY     -  US
 EK0188  USGS QUAD   -  VANDERVOORT (2017)
 EK0188
 EK0188                         *CURRENT SURVEY CONTROL
 EK0188  ______________________________________________________________________
 EK0188* NAD 83(1986) POSITION- 34 29 11.     (N) 094 21 48.     (W)   SCALED
 EK0188* NAVD 88 ORTHO HEIGHT -   318.187 (meters)     1043.92  (feet) ADJUSTED
 EK0188  ______________________________________________________________________
 EK0188  GEOID HEIGHT    -        -30.080 (meters)                     GEOID18
 EK0188  DYNAMIC HEIGHT  -        317.842 (meters)     1042.79  (feet) COMP
 EK0188  MODELED GRAVITY -    979,545.6   (mgal)                       NAVD 88
 EK0188
 EK0188  VERT ORDER      -  SECOND    CLASS 0
 EK0188
 EK0188.The horizontal coordinates were scaled from a map and have
 EK0188.an estimated accuracy of +/- 6 seconds.
 EK0188
 EK0188.The orthometric height was determined by differential leveling and
 EK0188.adjusted by the NATIONAL GEODETIC SURVEY
 EK0188.in June 1991.
 EK0188
 EK0188.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0188.GEOID18 height accuracy estimate available here.
 EK0188
 EK0188.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU748169(NAD 83)
 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
 EK0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0188.See file dsdata.pdf to determine how the superseded data were derived.
 EK0188
 EK0188_MARKER: P = PIPE CAP
 EK0188_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EK0188_STAMPING: 1043 1908
 EK0188_MARK LOGO: USGS
 EK0188_MAGNETIC: P = MARKER IS A STEEL PIPE
 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             CGS
 EK0188  HISTORY     - 1961     GOOD             CGS
 EK0188  HISTORY     - 1985     POOR             NGS
 EK0188
 EK0188                          STATION DESCRIPTION
 EK0188
 EK0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EK0188'1.2 MI EAST FROM HATFIELD LONG THE HATFIELD-CAMP WILDER ROAD FROM THE
 EK0188'K. C. S. RY STATION, AT JUNCTION OF ROAD WEST, AT A TURN WEST IN
 EK0188'TELEPHONE LINE, ABOUT 225 FEET EAST OF GATE TO T.C.  DAGENHARTS
 EK0188'FARMHOUSE, 23 FEET EAST OF INTERSECTION OF CENTERLINES OF ROADS, 17.5
 EK0188'FEET EAST OF ROAD CENTERLINE.  CAP RIVETED TO TOP OF A 3-INCH PIPE
 EK0188'PROJECTING 2 FT. ABOVE THE GROUND.
 EK0188
 EK0188                          STATION RECOVERY (1961)
 EK0188
 EK0188'RECOVERY NOTE BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EK0093 ***********************************************************************
 EK0093  DESIGNATION -  1046
 EK0093  PID         -  EK0093
 EK0093  STATE/COUNTY-  AR/POLK
 EK0093  COUNTRY     -  US
 EK0093  USGS QUAD   -  COVE (2017)
 EK0093
 EK0093                         *CURRENT SURVEY CONTROL
 EK0093  ______________________________________________________________________
 EK0093* NAD 83(1986) POSITION- 34 26 13.     (N) 094 24 33.     (W)   SCALED
 EK0093* NAVD 88 ORTHO HEIGHT -   319.341 (meters)     1047.70  (feet) ADJUSTED
 EK0093  ______________________________________________________________________
 EK0093  GEOID HEIGHT    -        -29.931 (meters)                     GEOID18
 EK0093  DYNAMIC HEIGHT  -        318.996 (meters)     1046.57  (feet) COMP
 EK0093  MODELED GRAVITY -    979,548.2   (mgal)                       NAVD 88
 EK0093
 EK0093  VERT ORDER      -  FIRST     CLASS II
 EK0093
 EK0093.The horizontal coordinates were scaled from a map and have
 EK0093.an estimated accuracy of +/- 6 seconds.
 EK0093
 EK0093.The orthometric height was determined by differential leveling and
 EK0093.adjusted by the NATIONAL GEODETIC SURVEY
 EK0093.in June 1991.
 EK0093
 EK0093.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0093.GEOID18 height accuracy estimate available here.
 EK0093
 EK0093.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU705115(NAD 83)
 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
 EK0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0093.See file dsdata.pdf to determine how the superseded data were derived.
 EK0093
 EK0093_MARKER: P = PIPE CAP
 EK0093_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EK0093_STAMPING: 1046 1908
 EK0093_MARK LOGO: USGS
 EK0093_MAGNETIC: P = MARKER IS A STEEL PIPE
 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             CGS
 EK0093  HISTORY     - 1965     MARK NOT FOUND   USGS
 EK0093  HISTORY     - 1985     POOR             NGS
 EK0093
 EK0093                          STATION DESCRIPTION
 EK0093
 EK0093'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EK0184 ***********************************************************************
 EK0184  DESIGNATION -  1068
 EK0184  PID         -  EK0184
 EK0184  STATE/COUNTY-  AR/POLK
 EK0184  COUNTRY     -  US
 EK0184  USGS QUAD   -  EAGLE MOUNTAIN (2017)
 EK0184
 EK0184                         *CURRENT SURVEY CONTROL
 EK0184  ______________________________________________________________________
 EK0184* NAD 83(1986) POSITION- 34 26 17.     (N) 094 07 45.     (W)   SCALED
 EK0184* NAVD 88 ORTHO HEIGHT -   325.743 (meters)     1068.71  (feet) ADJUSTED
 EK0184  ______________________________________________________________________
 EK0184  GEOID HEIGHT    -        -29.047 (meters)                     GEOID18
 EK0184  DYNAMIC HEIGHT  -        325.398 (meters)     1067.58  (feet) COMP
 EK0184  MODELED GRAVITY -    979,567.7   (mgal)                       NAVD 88
 EK0184
 EK0184  VERT ORDER      -  SECOND    CLASS 0
 EK0184
 EK0184.The horizontal coordinates were scaled from a map and have
 EK0184.an estimated accuracy of +/- 6 seconds.
 EK0184
 EK0184.The orthometric height was determined by differential leveling and
 EK0184.adjusted by the NATIONAL GEODETIC SURVEY
 EK0184.in June 1991.
 EK0184
 EK0184.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0184.GEOID18 height accuracy estimate available here.
 EK0184
 EK0184.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU962113(NAD 83)
 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
 EK0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0184.See file dsdata.pdf to determine how the superseded data were derived.
 EK0184
 EK0184_MARKER: P = PIPE CAP
 EK0184_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EK0184_STAMPING: 1068 1908
 EK0184_MARK LOGO: USGS
 EK0184_MAGNETIC: P = MARKER IS A STEEL PIPE
 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             CGS
 EK0184  HISTORY     - 1961     GOOD             USGS
 EK0184
 EK0184                          STATION DESCRIPTION
 EK0184
 EK0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EK0184'1 MI SOUTHWEST FROM SHADY ALONG THE COSSATOT ROAD, COSSATOT CREEK
 EK0184'HIGHWAY BRIDGE, AT THE SITE OF THE OLD SHADY POST OFFICE, ABOUT 200
 EK0184'FEET SOUTH OF JUNCTION OF THE FODDERSTACK ROAD, ABOUT 120 FEET NORTH
 EK0184'OF JUNCTION OF THE SUGAR CREEK ROAD, 20 FEET WEST OF THE ROAD
 EK0184'CENTERLINE.  CAP RIVETED TO TOP OF A 3-INCH IRON AND PROJECTING ABOVE
 EK0184'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 = MARCH 20, 2026 22:17:28 EDT
 EK0100 ***********************************************************************
 EK0100  DESIGNATION -  1077
 EK0100  PID         -  EK0100
 EK0100  STATE/COUNTY-  AR/POLK
 EK0100  COUNTRY     -  US
 EK0100  USGS QUAD   -  VANDERVOORT (2017)
 EK0100
 EK0100                         *CURRENT SURVEY CONTROL
 EK0100  ______________________________________________________________________
 EK0100* NAD 83(1986) POSITION- 34 22 48.     (N) 094 21 57.     (W)   SCALED
 EK0100* NAVD 88 ORTHO HEIGHT -   328.494 (meters)     1077.73  (feet) ADJUSTED
 EK0100  ______________________________________________________________________
 EK0100  GEOID HEIGHT    -        -29.428 (meters)                     GEOID18
 EK0100  DYNAMIC HEIGHT  -        328.142 (meters)     1076.58  (feet) COMP
 EK0100  MODELED GRAVITY -    979,554.9   (mgal)                       NAVD 88
 EK0100
 EK0100  VERT ORDER      -  FIRST     CLASS II
 EK0100
 EK0100.The horizontal coordinates were scaled from a map and have
 EK0100.an estimated accuracy of +/- 6 seconds.
 EK0100
 EK0100.The orthometric height was determined by differential leveling and
 EK0100.adjusted by the NATIONAL GEODETIC SURVEY
 EK0100.in June 1991.
 EK0100
 EK0100.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0100.GEOID18 height accuracy estimate available here.
 EK0100
 EK0100.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU744051(NAD 83)
 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
 EK0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0100.See file dsdata.pdf to determine how the superseded data were derived.
 EK0100
 EK0100_MARKER: P = PIPE CAP
 EK0100_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EK0100_STAMPING: 1077 1908
 EK0100_MARK LOGO: USGS
 EK0100_MAGNETIC: P = MARKER IS A STEEL PIPE
 EK0100_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0100
 EK0100  HISTORY     - Date     Condition        Report By
 EK0100  HISTORY     - 1908     MONUMENTED       USGS
 EK0100  HISTORY     - 1932     GOOD             CGS
 EK0100  HISTORY     - 1961     MARK NOT FOUND   CGS
 EK0100  HISTORY     - 1985     MARK NOT FOUND   NGS
 EK0100
 EK0100                          STATION DESCRIPTION
 EK0100
 EK0100'DESCRIBED BY COAST AND 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1463 ***********************************************************************
 EJ1463  DESIGNATION -  1099 HS
 EJ1463  PID         -  EJ1463
 EJ1463  STATE/COUNTY-  AR/POLK
 EJ1463  COUNTRY     -  US
 EJ1463  USGS QUAD   -  BIG FORK (2017)
 EJ1463
 EJ1463                         *CURRENT SURVEY CONTROL
 EJ1463  ______________________________________________________________________
 EJ1463* NAD 83(1986) POSITION- 34 28 17.     (N) 093 57 30.     (W)   SCALED
 EJ1463* NAVD 88 ORTHO HEIGHT -   337.746 (meters)     1108.09  (feet) ADJUSTED
 EJ1463  ______________________________________________________________________
 EJ1463  GEOID HEIGHT    -        -28.782 (meters)                     GEOID18
 EJ1463  DYNAMIC HEIGHT  -        337.388 (meters)     1106.91  (feet) COMP
 EJ1463  MODELED GRAVITY -    979,568.3   (mgal)                       NAVD 88
 EJ1463
 EJ1463  VERT ORDER      -  SECOND    CLASS 0
 EJ1463
 EJ1463.The horizontal coordinates were scaled from a map and have
 EJ1463.an estimated accuracy of +/- 6 seconds.
 EJ1463
 EJ1463.The orthometric height was determined by differential leveling and
 EJ1463.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1463.in June 1991.
 EJ1463
 EJ1463.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1463.GEOID18 height accuracy estimate available here.
 EJ1463
 EJ1463.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU119148(NAD 83)
 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
 EJ1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1463.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1463
 EJ1463_MARKER: DD = SURVEY DISK
 EJ1463_SETTING: 66 = SET IN ROCK OUTCROP
 EJ1463_STAMPING: 1099 H.S.
 EJ1463_MARK LOGO: USGS
 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             CGS
 EJ1463  HISTORY     - 1961     MARK NOT FOUND   CGS
 EJ1463
 EJ1463                          STATION DESCRIPTION
 EJ1463
 EJ1463'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1961
 EJ1463'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK0837 ***********************************************************************
 DK0837  DESIGNATION -  11 AR
 DK0837  PID         -  DK0837
 DK0837  STATE/COUNTY-  AR/DESHA
 DK0837  COUNTRY     -  US
 DK0837  USGS QUAD   -  YANCOPIN (2017)
 DK0837
 DK0837                         *CURRENT SURVEY CONTROL
 DK0837  ______________________________________________________________________
 DK0837* NAD 83(1986) POSITION- 33 55 00.     (N) 091 14 20.     (W)   SCALED
 DK0837* NAVD 88 ORTHO HEIGHT -    46.093 (meters)      151.22  (feet) ADJUSTED
 DK0837  ______________________________________________________________________
 DK0837  GEOID HEIGHT    -        -26.346 (meters)                     GEOID18
 DK0837  DYNAMIC HEIGHT  -         46.047 (meters)      151.07  (feet) COMP
 DK0837  MODELED GRAVITY -    979,636.4   (mgal)                       NAVD 88
 DK0837
 DK0837  VERT ORDER      -  SECOND    CLASS 0
 DK0837
 DK0837.The horizontal coordinates were scaled from a map and have
 DK0837.an estimated accuracy of +/- 6 seconds.
 DK0837
 DK0837.The orthometric height was determined by differential leveling and
 DK0837.adjusted by the NATIONAL GEODETIC SURVEY
 DK0837.in June 1991.
 DK0837
 DK0837.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK0837.GEOID18 height accuracy estimate available here.
 DK0837
 DK0837.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT628543(NAD 83)
 DK0837
 DK0837                          SUPERSEDED SURVEY CONTROL
 DK0837
 DK0837  NGVD 29 (11/26/84)   46.213  (m)          151.62   (f) ADJUSTED    2 0
 DK0837
 DK0837.Superseded values are not recommended for survey control.
 DK0837
 DK0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0837.See file dsdata.pdf to determine how the superseded data were derived.
 DK0837
 DK0837_MARKER: P = PIPE CAP
 DK0837_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK0837_STAMPING: 11 AR 1930 151
 DK0837_MARK LOGO: USACE
 DK0837_MAGNETIC: P = MARKER IS A STEEL PIPE
 DK0837_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0837
 DK0837  HISTORY     - Date     Condition        Report By
 DK0837  HISTORY     - 1930     MONUMENTED       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0348 ***********************************************************************
 FG0348  DESIGNATION -  11 B
 FG0348  PID         -  FG0348
 FG0348  STATE/COUNTY-  AR/CONWAY
 FG0348  COUNTRY     -  US
 FG0348  USGS QUAD   -  SOLGOHACHIA (2017)
 FG0348
 FG0348                         *CURRENT SURVEY CONTROL
 FG0348  ______________________________________________________________________
 FG0348* NAD 83(1997) POSITION- 35 18 33.35335(N) 092 43 26.59209(W)   ADJUSTED
 FG0348* NAVD 88 ORTHO HEIGHT -   180.564 (meters)      592.40  (feet) ADJUSTED
 FG0348  ______________________________________________________________________
 FG0348  GEOID HEIGHT    -        -28.518 (meters)                     GEOID18
 FG0348  LAPLACE CORR    -          2.06  (seconds)                    DEFLEC18
 FG0348  DYNAMIC HEIGHT  -        180.394 (meters)      591.84  (feet) COMP
 FG0348  MODELED GRAVITY -    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 and
 FG0348.adjusted by the NATIONAL GEODETIC SURVEY
 FG0348.in June 1991.
 FG0348
 FG0348.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0348.GEOID18 height accuracy estimate available here.
 FG0348
 FG0348.Click photographs - Photos may exist for this station.
 FG0348
 FG0348.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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     -   0.99997614  x   0.99994739  =   0.99992353
 FG0348!UTM  15      -   0.99997614  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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV2508507375(NAD 83)
 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)  180.57   (m)          592.4    (f) COMPUTED    2 0
 FG0348
 FG0348.Superseded values are not recommended for survey control.
 FG0348
 FG0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0348.See file dsdata.pdf to determine how the superseded data were derived.
 FG0348
 FG0348_MARKER: DD = SURVEY DISK
 FG0348_SETTING: 7 = 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             CGS
 FG0348
 FG0348                          STATION DESCRIPTION
 FG0348
 FG0348'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG0347 ***********************************************************************
 FG0347  DESIGNATION -  11 B AZ MK
 FG0347  PID         -  FG0347
 FG0347  STATE/COUNTY-  AR/CONWAY
 FG0347  COUNTRY     -  US
 FG0347  USGS QUAD   -  SOLGOHACHIA (2017)
 FG0347
 FG0347                         *CURRENT SURVEY CONTROL
 FG0347  ______________________________________________________________________
 FG0347* NAD 83(1986) POSITION- 35 18 35.     (N) 092 43 36.     (W)   SCALED
 FG0347* NAVD 88 ORTHO HEIGHT -   191.231 (meters)      627.40  (feet) ADJUSTED
 FG0347  ______________________________________________________________________
 FG0347  GEOID HEIGHT    -        -28.521 (meters)                     GEOID18
 FG0347  DYNAMIC HEIGHT  -        191.051 (meters)      626.81  (feet) COMP
 FG0347  MODELED GRAVITY -    979,687.9   (mgal)                       NAVD 88
 FG0347
 FG0347  VERT ORDER      -  SECOND    CLASS 0
 FG0347
 FG0347.The horizontal coordinates were scaled from a map and have
 FG0347.an estimated accuracy of +/- 6 seconds.
 FG0347
 FG0347.The orthometric height was determined by differential leveling and
 FG0347.adjusted by the NATIONAL GEODETIC SURVEY
 FG0347.in June 1991.
 FG0347
 FG0347.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0347.GEOID18 height accuracy estimate available here.
 FG0347
 FG0347.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV248074(NAD 83)
 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
 FG0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0347.See file dsdata.pdf to determine how the superseded data were derived.
 FG0347
 FG0347_MARKER: DZ = AZIMUTH MARK DISK
 FG0347_SETTING: 7 = 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 = MARCH 20, 2026 22:17:28 EDT
 FF1804 ***********************************************************************
 FF1804  DESIGNATION -  11 M
 FF1804  PID         -  FF1804
 FF1804  STATE/COUNTY-  AR/INDEPENDENCE
 FF1804  COUNTRY     -  US
 FF1804  USGS QUAD   -  CHARLOTTE (2017)
 FF1804
 FF1804                         *CURRENT SURVEY CONTROL
 FF1804  ______________________________________________________________________
 FF1804* NAD 83(1997) POSITION- 35 46 31.00385(N) 091 29 32.39515(W)   NO CHECK
 FF1804* NAVD 88 ORTHO HEIGHT -   167.74  (+/-2cm)      550.3   (feet) VERTCON3
 FF1804  ______________________________________________________________________
 FF1804  GEOID HEIGHT    -        -27.649 (meters)                     GEOID18
 FF1804  LAPLACE CORR    -         -0.87  (seconds)                    DEFLEC18
 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
 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
 FF1804.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1804.GEOID18 height accuracy estimate available here.
 FF1804
 FF1804.The vertical order pertains to the NGVD 29 superseded value.
 FF1804
 FF1804.Click photographs - Photos may exist for this station.
 FF1804
 FF1804.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1804
 FF1804. The following values were computed from the NAD 83(1997) position.
 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  =   0.99980685
 FF1804
 FF1804_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV3627260072(NAD 83)
 FF1804
 FF1804                          SUPERSEDED SURVEY CONTROL
 FF1804
 FF1804  NAD 83(1995)-  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             167.66   (m)          550.1    (f) LEVELING    3  
 FF1804
 FF1804.Superseded values are not recommended for survey control.
 FF1804
 FF1804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1804.See file dsdata.pdf to determine how the superseded data were derived.
 FF1804
 FF1804_MARKER: DB = BENCH MARK DISK
 FF1804_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF1804_STAMPING: 11 M 1942
 FF1804_MARK LOGO: USGS
 FF1804_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1804
 FF1804  HISTORY     - Date     Condition        Report By
 FF1804  HISTORY     - 1942     MONUMENTED       USGS
 FF1804
 FF1804                          STATION DESCRIPTION
 FF1804
 FF1804'DESCRIBED BY US GEOLOGICAL SURVEY 1942 (JCM)
 FF1804'THE STATION IS ON THE PROPERTY OF MR. HAYDEN SANDERS, ABOUT 9-1/2
 FF1804'MILES EAST OF BATESVILLE, 2 MILES NORTH-NORTHEAST OF SULPHUR ROCK, 51
 FF1804'FEET NORTHWEST OF THE CENTER OF A GRAVEL ROAD, 37 FEET SOUTHWEST OF
 FF1804'THE SOUTHWEST CORNER OF THE SANDERS FARM HOME AND 8 FEET SOUTH OF A
 FF1804'24-INCH OAK TREE.  IT IS A STANDARD USGS BENCH MARK DISK SET IN THE
 FF1804'TOP OF A 6 X 6 INCH CONCRETE POST WHICH PROJECTS 3 INCHES.  THE DISK
 FF1804'IS STAMPED 11 M 1942.  A TRAVERSE WAS MADE FROM TRIANGULATION STATION
 FF1804'SULPHUR AND THE DISTANCE WAS FOUND TO BE 241.42 FEET OR (73.585
 FF1804'METERS) WEST OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1384 ***********************************************************************
 EH1384  DESIGNATION -  11 W
 EH1384  PID         -  EH1384
 EH1384  STATE/COUNTY-  AR/ARKANSAS
 EH1384  COUNTRY     -  US
 EH1384  USGS QUAD   -  DE WITT (2017)
 EH1384
 EH1384                         *CURRENT SURVEY CONTROL
 EH1384  ______________________________________________________________________
 EH1384* NAD 83(1986) POSITION- 34 17 43.2    (N) 091 20 07.7    (W)   HD_HELD2
 EH1384* NAVD 88 ORTHO HEIGHT -    57.466 (meters)      188.54  (feet) ADJUSTED
 EH1384  ______________________________________________________________________
 EH1384  GEOID HEIGHT    -        -26.431 (meters)                     GEOID18
 EH1384  DYNAMIC HEIGHT  -         57.410 (meters)      188.35  (feet) COMP
 EH1384  MODELED GRAVITY -    979,665.2   (mgal)                       NAVD 88
 EH1384
 EH1384  VERT ORDER      -  FIRST     CLASS II
 EH1384
 EH1384.The horizontal coordinates were established by autonomous hand held GPS
 EH1384.observations and have an estimated accuracy of +/- 10 meters.
 EH1384
 EH1384.The orthometric height was determined by differential leveling and
 EH1384.adjusted by the NATIONAL GEODETIC SURVEY
 EH1384.in August 1993.
 EH1384
 EH1384.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1384.GEOID18 height accuracy estimate available here.
 EH1384
 EH1384.Click photographs - Photos may exist for this station.
 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     -   580,839.      461,174.      MT  (+/- 10 meters HH2 GPS)
 EH1384
 EH1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT5318996156(NAD 83)
 EH1384
 EH1384                          SUPERSEDED SURVEY CONTROL
 EH1384
 EH1384  NAVD 88 (06/15/91)   57.423  (m)          188.40   (f) SUPERSEDED  1 2
 EH1384  NGVD 29 (11/26/84)   57.490  (m)          188.62   (f) ADJUSTED    1 2
 EH1384
 EH1384.Superseded values are not recommended for survey control.
 EH1384
 EH1384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1384.See file dsdata.pdf to determine how the superseded data were derived.
 EH1384
 EH1384_MARKER: DD = SURVEY DISK
 EH1384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1384_STAMPING: 11 W 1928
 EH1384_MARK LOGO: USGS
 EH1384_PROJECTION: RECESSED 5 CENTIMETERS
 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 - January 19, 2022
 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  HISTORY     - 20220119 GOOD             ARHD
 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.
 EH1384
 EH1384                          STATION RECOVERY (2022)
 EH1384
 EH1384'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2022 (JDH)
 EH1384'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1756 ***********************************************************************
 EH1756  DESIGNATION -  11/12
 EH1756  PID         -  EH1756
 EH1756  STATE/COUNTY-  AR/JEFFERSON
 EH1756  COUNTRY     -  US
 EH1756  USGS QUAD   -  MOSCOW (2017)
 EH1756
 EH1756                         *CURRENT SURVEY CONTROL
 EH1756  ______________________________________________________________________
 EH1756* NAD 83(1986) POSITION- 34 14 44.     (N) 091 51 17.     (W)   SCALED
 EH1756* NAVD 88 ORTHO HEIGHT -    61.377 (meters)      201.37  (feet) ADJUSTED
 EH1756  ______________________________________________________________________
 EH1756  GEOID HEIGHT    -        -26.043 (meters)                     GEOID18
 EH1756  DYNAMIC HEIGHT  -         61.317 (meters)      201.17  (feet) COMP
 EH1756  MODELED GRAVITY -    979,666.3   (mgal)                       NAVD 88
 EH1756
 EH1756  VERT ORDER      -  SECOND    CLASS 0
 EH1756
 EH1756.The horizontal coordinates were scaled from a map and have
 EH1756.an estimated accuracy of +/- 6 seconds.
 EH1756
 EH1756.The orthometric height was determined by differential leveling and
 EH1756.adjusted by the NATIONAL GEODETIC SURVEY
 EH1756.in August 1993.
 EH1756
 EH1756.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1756.GEOID18 height accuracy estimate available here.
 EH1756
 EH1756.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT054899(NAD 83)
 EH1756
 EH1756                          SUPERSEDED SURVEY CONTROL
 EH1756
 EH1756  NAVD 88 (06/15/91)   61.383  (m)          201.39   (f) SUPERSEDED  2 0
 EH1756  NGVD 29 (11/26/84)   61.415  (m)          201.49   (f) ADJUSTED    2 0
 EH1756
 EH1756.Superseded values are not recommended for survey control.
 EH1756
 EH1756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1756.See file dsdata.pdf to determine how the superseded data were derived.
 EH1756
 EH1756_MARKER: P = PIPE CAP
 EH1756_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1756_STAMPING: B M 11/12
 EH1756_MARK LOGO: USACE
 EH1756_MAGNETIC: P = MARKER IS A STEEL PIPE
 EH1756_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1756
 EH1756  HISTORY     - Date     Condition        Report By
 EH1756  HISTORY     - UNK      MONUMENTED       USACE
 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 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 = MARCH 20, 2026 22:17:28 EDT
 EH1757 ***********************************************************************
 EH1757  DESIGNATION -  11/12 REF
 EH1757  PID         -  EH1757
 EH1757  STATE/COUNTY-  AR/JEFFERSON
 EH1757  COUNTRY     -  US
 EH1757  USGS QUAD   -  MOSCOW (2017)
 EH1757
 EH1757                         *CURRENT SURVEY CONTROL
 EH1757  ______________________________________________________________________
 EH1757* NAD 83(1986) POSITION- 34 14 49.     (N) 091 51 21.     (W)   SCALED
 EH1757* NAVD 88 ORTHO HEIGHT -    61.092 (meters)      200.43  (feet) ADJUSTED
 EH1757  ______________________________________________________________________
 EH1757  GEOID HEIGHT    -        -26.044 (meters)                     GEOID18
 EH1757  DYNAMIC HEIGHT  -         61.033 (meters)      200.24  (feet) COMP
 EH1757  MODELED GRAVITY -    979,666.4   (mgal)                       NAVD 88
 EH1757
 EH1757  VERT ORDER      -  SECOND    CLASS 0
 EH1757
 EH1757.The horizontal coordinates were scaled from a map and have
 EH1757.an estimated accuracy of +/- 6 seconds.
 EH1757
 EH1757.The orthometric height was determined by differential leveling and
 EH1757.adjusted by the NATIONAL GEODETIC SURVEY
 EH1757.in August 1993.
 EH1757
 EH1757.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1757.GEOID18 height accuracy estimate available here.
 EH1757
 EH1757.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT053901(NAD 83)
 EH1757
 EH1757                          SUPERSEDED SURVEY CONTROL
 EH1757
 EH1757  NAVD 88 (06/15/91)   61.099  (m)          200.46   (f) SUPERSEDED  2 0
 EH1757  NGVD 29 (11/26/84)   61.130  (m)          200.56   (f) ADJUSTED    2 0
 EH1757
 EH1757.Superseded values are not recommended for survey control.
 EH1757
 EH1757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1757.See file dsdata.pdf to determine how the superseded data were derived.
 EH1757
 EH1757_MARKER: P = PIPE CAP
 EH1757_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1757_STAMPING: B M REF 11/12
 EH1757_MARK LOGO: USACE
 EH1757_MAGNETIC: P = MARKER IS A STEEL PIPE
 EH1757_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1757
 EH1757  HISTORY     - Date     Condition        Report By
 EH1757  HISTORY     - UNK      MONUMENTED       USACE
 EH1757  HISTORY     - 1962     MARK NOT FOUND   USGS
 EH1757
 EH1757                          STATION DESCRIPTION
 EH1757
 EH1757'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0423 ***********************************************************************
 EJ0423  DESIGNATION -  111
 EJ0423  PID         -  EJ0423
 EJ0423  STATE/COUNTY-  AR/PULASKI
 EJ0423  COUNTRY     -  US
 EJ0423  USGS QUAD   -  NORTH LITTLE ROCK (2017)
 EJ0423
 EJ0423                         *CURRENT SURVEY CONTROL
 EJ0423  ______________________________________________________________________
 EJ0423* NAD 83(1986) POSITION- 34 49 04.00   (N) 092 15 55.98   (W)   HD_HELD1
 EJ0423* NAVD 88 ORTHO HEIGHT -   148.863 (meters)      488.39  (feet) POSTED
 EJ0423  ______________________________________________________________________
 EJ0423  GEOID HEIGHT    -        -26.847 (meters)                     GEOID18
 EJ0423  DYNAMIC HEIGHT  -        148.72  (meters)      487.9   (feet) COMP
 EJ0423  MODELED GRAVITY -    979,697.9   (mgal)                       NAVD 88
 EJ0423
 EJ0423  VERT ORDER      -  * POSTED, SEE BELOW
 EJ0423
 EJ0423.The horizontal coordinates were determined by differentially corrected
 EJ0423.hand held GPS observations or other comparable positioning techniques
 EJ0423.and have an estimated accuracy of +/- 3 meters.
 EJ0423
 EJ0423.The orthometric height was determined by differential leveling
 EJ0423.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 EJ0423
 EJ0423.* This is a POSTED BENCH MARK height.
 EJ0423
 EJ0423.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0423.GEOID18 height accuracy estimate available here.
 EJ0423
 EJ0423.Click photographs - Photos may exist for this station.
 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     -   638,625.5     375,704.5     MT  (+/- 3 meters HH1 GPS) 
 EJ0423
 EJ0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6716853081(NAD 83)
 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
 EJ0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0423.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0423
 EJ0423_MARKER: DD = SURVEY DISK
 EJ0423_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0423_STAMPING: 111 1934
 EJ0423_MARK LOGO: CGS+SS
 EJ0423_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0423
 EJ0423  HISTORY     - Date     Condition        Report By
 EJ0423  HISTORY     - 1934     MONUMENTED       ARGS
 EJ0423  HISTORY     - 1955     GOOD             CGS
 EJ0423  HISTORY     - 198506   MARK NOT FOUND   USGS
 EJ0423
 EJ0423                          STATION DESCRIPTION
 EJ0423
 EJ0423'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0421 ***********************************************************************
 EJ0421  DESIGNATION -  112
 EJ0421  PID         -  EJ0421
 EJ0421  STATE/COUNTY-  AR/PULASKI
 EJ0421  COUNTRY     -  US
 EJ0421  USGS QUAD   -  NORTH LITTLE ROCK (2017)
 EJ0421
 EJ0421                         *CURRENT SURVEY CONTROL
 EJ0421  ______________________________________________________________________
 EJ0421* NAD 83(1986) POSITION- 34 50 27.65   (N) 092 15 34.14   (W)   HD_HELD1
 EJ0421* NAVD 88 ORTHO HEIGHT -   172.628 (meters)      566.36  (feet) POSTED
 EJ0421  ______________________________________________________________________
 EJ0421  GEOID HEIGHT    -        -26.923 (meters)                     GEOID18
 EJ0421  DYNAMIC HEIGHT  -        172.47  (meters)      565.8   (feet) COMP
 EJ0421  MODELED GRAVITY -    979,690.5   (mgal)                       NAVD 88
 EJ0421
 EJ0421  VERT ORDER      -  * POSTED, SEE BELOW
 EJ0421
 EJ0421.The horizontal coordinates were determined by differentially corrected
 EJ0421.hand held GPS observations or other comparable positioning techniques
 EJ0421.and have an estimated accuracy of +/- 3 meters.
 EJ0421
 EJ0421.The orthometric height was determined by differential leveling
 EJ0421.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 EJ0421
 EJ0421.* This is a POSTED BENCH MARK height.
 EJ0421
 EJ0421.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0421.GEOID18 height accuracy estimate available here.
 EJ0421
 EJ0421.Click photographs - Photos may exist for this station.
 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     -   641,201.9     376,266.1     MT  (+/- 3 meters HH1 GPS) 
 EJ0421
 EJ0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6770455662(NAD 83)
 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
 EJ0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0421.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0421
 EJ0421_MARKER: DD = SURVEY DISK
 EJ0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0421_STAMPING: 112 1934
 EJ0421_MARK LOGO: CGS+SS
 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   CGS
 EJ0421  HISTORY     - 198506   MARK NOT FOUND   USGS
 EJ0421  HISTORY     - 20050620 GOOD             USPSQD
 EJ0421
 EJ0421                          STATION DESCRIPTION
 EJ0421
 EJ0421'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 GF0369 ***********************************************************************
 GF0369  DESIGNATION -  1134
 GF0369  PID         -  GF0369
 GF0369  STATE/COUNTY-  AR/NEWTON
 GF0369  COUNTRY     -  US
 GF0369  USGS QUAD   -  JASPER (2017)
 GF0369
 GF0369                         *CURRENT SURVEY CONTROL
 GF0369  ______________________________________________________________________
 GF0369* NAD 83(1986) POSITION- 36 03 08.     (N) 093 08 46.     (W)   SCALED
 GF0369* NAVD 88 ORTHO HEIGHT -   345.089 (meters)     1132.18  (feet) ADJUSTED
 GF0369  ______________________________________________________________________
 GF0369  GEOID HEIGHT    -        -28.228 (meters)                     GEOID18
 GF0369  DYNAMIC HEIGHT  -        344.778 (meters)     1131.16  (feet) COMP
 GF0369  MODELED GRAVITY -    979,722.0   (mgal)                       NAVD 88
 GF0369
 GF0369  VERT ORDER      -  SECOND    CLASS 0
 GF0369
 GF0369.The horizontal coordinates were scaled from a map and have
 GF0369.an estimated accuracy of +/- 6 seconds.
 GF0369
 GF0369.The orthometric height was determined by differential leveling and
 GF0369.adjusted by the NATIONAL GEODETIC SURVEY
 GF0369.in June 1991.
 GF0369
 GF0369.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0369.GEOID18 height accuracy estimate available here.
 GF0369
 GF0369.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV868897(NAD 83)
 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
 GF0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0369.See file dsdata.pdf to determine how the superseded data were derived.
 GF0369
 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             CGS
 GF0369  HISTORY     - 20160518 MARK NOT FOUND   ARHD
 GF0369
 GF0369                          STATION DESCRIPTION
 GF0369
 GF0369'DESCRIBED BY COAST AND 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.
 GF0369
 GF0369                          STATION RECOVERY (2016)
 GF0369
 GF0369'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (RTH)
 GF0369'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EK0104 ***********************************************************************
 EK0104  DESIGNATION -  1135
 EK0104  PID         -  EK0104
 EK0104  STATE/COUNTY-  AR/POLK
 EK0104  COUNTRY     -  US
 EK0104  USGS QUAD   -  WICKES (2017)
 EK0104
 EK0104                         *CURRENT SURVEY CONTROL
 EK0104  ______________________________________________________________________
 EK0104* NAD 83(1986) POSITION- 34 20 46.     (N) 094 22 09.     (W)   SCALED
 EK0104* NAVD 88 ORTHO HEIGHT -   346.415 (meters)     1136.53  (feet) ADJUSTED
 EK0104  ______________________________________________________________________
 EK0104  GEOID HEIGHT    -        -29.212 (meters)                     GEOID18
 EK0104  DYNAMIC HEIGHT  -        346.046 (meters)     1135.32  (feet) COMP
 EK0104  MODELED GRAVITY -    979,560.6   (mgal)                       NAVD 88
 EK0104
 EK0104  VERT ORDER      -  FIRST     CLASS II
 EK0104
 EK0104.The horizontal coordinates were scaled from a map and have
 EK0104.an estimated accuracy of +/- 6 seconds.
 EK0104
 EK0104.The orthometric height was determined by differential leveling and
 EK0104.adjusted by the NATIONAL GEODETIC SURVEY
 EK0104.in June 1991.
 EK0104
 EK0104.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0104.GEOID18 height accuracy estimate available here.
 EK0104
 EK0104.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU740013(NAD 83)
 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
 EK0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0104.See file dsdata.pdf to determine how the superseded data were derived.
 EK0104
 EK0104_MARKER: P = PIPE CAP
 EK0104_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EK0104_STAMPING: 1135 1908
 EK0104_MARK LOGO: USGS
 EK0104_MAGNETIC: P = MARKER IS A STEEL PIPE
 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             CGS
 EK0104  HISTORY     - 1961     MARK NOT FOUND   CGS
 EK0104  HISTORY     - 1985     MARK NOT FOUND   NGS
 EK0104
 EK0104                          STATION DESCRIPTION
 EK0104
 EK0104'DESCRIBED BY COAST AND 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 GF0313 ***********************************************************************
 GF0313  DESIGNATION -  1139
 GF0313  PID         -  GF0313
 GF0313  STATE/COUNTY-  AR/BOONE
 GF0313  COUNTRY     -  US
 GF0313  USGS QUAD   -  ALPENA (2017)
 GF0313
 GF0313                         *CURRENT SURVEY CONTROL
 GF0313  ______________________________________________________________________
 GF0313* NAD 83(1986) POSITION- 36 17 41.     (N) 093 17 32.     (W)   SCALED
 GF0313* NAVD 88 ORTHO HEIGHT -   346.374 (meters)     1136.40  (feet) ADJUSTED
 GF0313  ______________________________________________________________________
 GF0313  GEOID HEIGHT    -        -28.245 (meters)                     GEOID18
 GF0313  DYNAMIC HEIGHT  -        346.068 (meters)     1135.39  (feet) COMP
 GF0313  MODELED GRAVITY -    979,737.1   (mgal)                       NAVD 88
 GF0313
 GF0313  VERT ORDER      -  FIRST     CLASS II
 GF0313
 GF0313.The horizontal coordinates were scaled from a map and have
 GF0313.an estimated accuracy of +/- 6 seconds.
 GF0313
 GF0313.The orthometric height was determined by differential leveling and
 GF0313.adjusted by the NATIONAL GEODETIC SURVEY
 GF0313.in June 1991.
 GF0313
 GF0313.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0313.GEOID18 height accuracy estimate available here.
 GF0313
 GF0313.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA737166(NAD 83)
 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
 GF0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0313.See file dsdata.pdf to determine how the superseded data were derived.
 GF0313
 GF0313_MARKER: P = PIPE CAP
 GF0313_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GF0313_STAMPING: ELEV.1139 FT VL
 GF0313_MARK LOGO: USGS
 GF0313_MAGNETIC: P = MARKER IS A STEEL PIPE
 GF0313_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0313
 GF0313  HISTORY     - Date     Condition        Report By
 GF0313  HISTORY     - 1902     MONUMENTED       USGS
 GF0313  HISTORY     - 1935     GOOD             CGS
 GF0313
 GF0313                          STATION DESCRIPTION
 GF0313
 GF0313'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EK0191 ***********************************************************************
 EK0191  DESIGNATION -  1185
 EK0191  PID         -  EK0191
 EK0191  STATE/COUNTY-  AR/POLK
 EK0191  COUNTRY     -  US
 EK0191  USGS QUAD   -  VANDERVOORT (2017)
 EK0191
 EK0191                         *CURRENT SURVEY CONTROL
 EK0191  ______________________________________________________________________
 EK0191* NAD 83(1986) POSITION- 34 29 12.     (N) 094 18 14.     (W)   SCALED
 EK0191* NAVD 88 ORTHO HEIGHT -   361.576 (meters)     1186.27  (feet) ADJUSTED
 EK0191  ______________________________________________________________________
 EK0191  GEOID HEIGHT    -        -29.875 (meters)                     GEOID18
 EK0191  DYNAMIC HEIGHT  -        361.184 (meters)     1184.98  (feet) COMP
 EK0191  MODELED GRAVITY -    979,541.1   (mgal)                       NAVD 88
 EK0191
 EK0191  VERT ORDER      -  SECOND    CLASS 0
 EK0191
 EK0191.The horizontal coordinates were scaled from a map and have
 EK0191.an estimated accuracy of +/- 6 seconds.
 EK0191
 EK0191.The orthometric height was determined by differential leveling and
 EK0191.adjusted by the NATIONAL GEODETIC SURVEY
 EK0191.in June 1991.
 EK0191
 EK0191.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0191.GEOID18 height accuracy estimate available here.
 EK0191
 EK0191.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU802168(NAD 83)
 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
 EK0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0191.See file dsdata.pdf to determine how the superseded data were derived.
 EK0191
 EK0191_MARKER: P = PIPE CAP
 EK0191_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EK0191_STAMPING: 1185 1908
 EK0191_MARK LOGO: USGS
 EK0191_MAGNETIC: P = MARKER IS A STEEL PIPE
 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             CGS
 EK0191  HISTORY     - 1961     GOOD             CGS
 EK0191
 EK0191                          STATION DESCRIPTION
 EK0191
 EK0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EK0191'4.9 MI EAST FROM HATFIELD ALONG HATFIELD - CAMP WILDER ROAD, FROM K.
 EK0191'C. S. RY STATION.  AT JUNCTION OF ROAD NORTH TO THE TWO MILE CREEK,
 EK0191'ABOUT 390 FEET EAST OF THE INTERSECTION OF THE CENTERLINES OF THE
 EK0191'ROADS, ABOUT 150 FEET EAST OF A SMALL STREAM AT TURN IN THE ROAD, 27
 EK0191'FEET NORTH OF THE ROAD CENTERLINE, 15 FT. NORTH OF THE FENCE LINE.
 EK0191'CAP RIVETED TO TOP OF A 3 INCH PIPE PROJECTING 2 FT. ABOVE THE GROUND.
 EK0191
 EK0191                          STATION RECOVERY (1961)
 EK0191
 EK0191'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 EK0191'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK2868 ***********************************************************************
 DK2868  DESIGNATION -  12
 DK2868  PID         -  DK2868
 DK2868  STATE/COUNTY-  AR/PULASKI
 DK2868  COUNTRY     -  US
 DK2868  USGS QUAD   -  NORTH LITTLE ROCK (2017)
 DK2868
 DK2868                         *CURRENT SURVEY CONTROL
 DK2868  ______________________________________________________________________
 DK2868* NAD 83(1986) POSITION- 34 47 27.     (N) 092 21 32.     (W)   SCALED
 DK2868* NAVD 88 ORTHO HEIGHT -    78.858 (meters)      258.72  (feet) ADJUSTED
 DK2868  ______________________________________________________________________
 DK2868  GEOID HEIGHT    -        -26.825 (meters)                     GEOID18
 DK2868  DYNAMIC HEIGHT  -         78.784 (meters)      258.48  (feet) COMP
 DK2868  MODELED GRAVITY -    979,700.3   (mgal)                       NAVD 88
 DK2868
 DK2868  VERT ORDER      -  FIRST     CLASS II
 DK2868
 DK2868.The horizontal coordinates were scaled from a map and have
 DK2868.an estimated accuracy of +/- 6 seconds.
 DK2868
 DK2868.The orthometric height was determined by differential leveling and
 DK2868.adjusted by the NATIONAL GEODETIC SURVEY
 DK2868.in May 2008.
 DK2868
 DK2868.No vertical observational check was made to the station.
 DK2868
 DK2868.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK2868.GEOID18 height accuracy estimate available here.
 DK2868
 DK2868.Click photographs - Photos may exist for this station.
 DK2868
 DK2868.The dynamic height is computed by dividing the NAVD 88
 DK2868.geopotential number by the normal gravity value computed on the
 DK2868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2868.degrees latitude (g = 980.6199 gals.).
 DK2868
 DK2868.The modeled gravity was interpolated from observed gravity values.
 DK2868
 DK2868;                    North         East    Units  Estimated Accuracy
 DK2868;SPC AR S     -   635,660.      367,150.      MT  (+/- 180 meters Scaled)
 DK2868
 DK2868_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU586500(NAD 83)
 DK2868
 DK2868                          SUPERSEDED SURVEY CONTROL
 DK2868
 DK2868.No superseded survey control is available for this station.
 DK2868
 DK2868_MARKER: R = RIVET
 DK2868_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DK2868_SP_SET: LARGE DAM
 DK2868_STAMPING: 12
 DK2868_MARK LOGO: USACE
 DK2868_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK2868_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK2868_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK2868+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2015
 DK2868
 DK2868  HISTORY     - Date     Condition        Report By
 DK2868  HISTORY     - 19691017 MONUMENTED       USACE
 DK2868  HISTORY     - 20070505 GOOD             ARHD
 DK2868  HISTORY     - 20150902 GOOD             USACEL
 DK2868
 DK2868                          STATION DESCRIPTION
 DK2868
 DK2868'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2007
 DK2868'THE MARK IS LOCATED ABOUT 2.0 MILES NORTH OF LITTLE ROCK.OWNERSHIP--US
 DK2868'ARMY CORPS OF ENGINEERS.
 DK2868'
 DK2868'THE STATION IS LOCATED AT THE MURRAY LOCK AND DAM ON THE ARKANSAS
 DK2868'RIVER. WEST OF THE GATE ENTRANCE TO THE LOCK IN A HARD HAT AREA.
 DK2868'
 DK2868'10.8 METERS NORTHWEST OF A METAL HAND RAIL AROUND HYDRAULIC PUMP, 8.7
 DK2868'METERS NORTH OF A CHAIN LINK FENCE, 2.9 METERS WEST OF A LIGHT POLE,
 DK2868'AND 1.4 METERS SOUTH OF HAND RAIL TO LOCK.
 DK2868
 DK2868                          STATION RECOVERY (2015)
 DK2868
 DK2868'RECOVERY NOTE BY USACE LITTLE ROCK 2015 (SCC)
 DK2868'MARK IS AN ALIGNMENT PLUG ON THE DOWNSTREAM END OF MONOLITH 12 ON THE
 DK2868'LANDWALL OF THE MURRAY LOCK STAMPED -12-.  THIS POINT IS ON THE
 DK2868'MONOLITH WITH THE MITER GATE AND IS CONSIDERED ONE OF THE M0ST STABLE
 DK2868'POINTS ON THIS LOCK.  THIS MARK IS INSIDE THE SECURITY FENCE AND
 DK2868'ACCESS IS RESTRICTED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK1409 ***********************************************************************
 DK1409  DESIGNATION -  12 AR
 DK1409  PID         -  DK1409
 DK1409  STATE/COUNTY-  AR/LINCOLN
 DK1409  COUNTRY     -  US
 DK1409  USGS QUAD   -  GOULD (2017)
 DK1409
 DK1409                         *CURRENT SURVEY CONTROL
 DK1409  ______________________________________________________________________
 DK1409* NAD 83(1986) POSITION- 33 59 02.     (N) 091 33 42.     (W)   SCALED
 DK1409* NAVD 88 ORTHO HEIGHT -    50.626 (meters)      166.10  (feet) ADJUSTED
 DK1409  ______________________________________________________________________
 DK1409  GEOID HEIGHT    -        -25.993 (meters)                     GEOID18
 DK1409  DYNAMIC HEIGHT  -         50.576 (meters)      165.93  (feet) COMP
 DK1409  MODELED GRAVITY -    979,647.6   (mgal)                       NAVD 88
 DK1409
 DK1409  VERT ORDER      -  SECOND    CLASS I
 DK1409
 DK1409.The horizontal coordinates were scaled from a map and have
 DK1409.an estimated accuracy of +/- 6 seconds.
 DK1409
 DK1409.The orthometric height was determined by differential leveling and
 DK1409.adjusted by the NATIONAL GEODETIC SURVEY
 DK1409.in September 2022.
 DK1409
 DK1409.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1409.GEOID18 height accuracy estimate available here.
 DK1409
 DK1409.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT328613(NAD 83)
 DK1409
 DK1409                          SUPERSEDED SURVEY CONTROL
 DK1409
 DK1409  NAVD 88 (06/15/91)   50.689  (m)          166.30   (f) SUPERSEDED  2 0
 DK1409  NGVD 29 (11/26/84)   50.764  (m)          166.55   (f) ADJUSTED    2 0
 DK1409
 DK1409.Superseded values are not recommended for survey control.
 DK1409
 DK1409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1409.See file dsdata.pdf to determine how the superseded data were derived.
 DK1409
 DK1409_MARKER: P = PIPE CAP
 DK1409_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1409_STAMPING: 12 A.R. 1930 EL. 166
 DK1409_MARK LOGO: USACE
 DK1409_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1409
 DK1409  HISTORY     - Date     Condition        Report By
 DK1409  HISTORY     - 1930     MONUMENTED       USACE
 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, 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 = MARCH 20, 2026 22:17:28 EDT
 FG0376 ***********************************************************************
 FG0376  DESIGNATION -  12 B
 FG0376  PID         -  FG0376
 FG0376  STATE/COUNTY-  AR/CONWAY
 FG0376  COUNTRY     -  US
 FG0376  USGS QUAD   -  SPRINGFIELD (2017)
 FG0376
 FG0376                         *CURRENT SURVEY CONTROL
 FG0376  ______________________________________________________________________
 FG0376* NAD 83(1997) POSITION- 35 17 08.89522(N) 092 33 00.75775(W)   ADJUSTED
 FG0376* NAVD 88 ORTHO HEIGHT -   206.488 (meters)      677.45  (feet) ADJUSTED
 FG0376  ______________________________________________________________________
 FG0376  GEOID HEIGHT    -        -28.271 (meters)                     GEOID18
 FG0376  LAPLACE CORR    -          2.15  (seconds)                    DEFLEC18
 FG0376  DYNAMIC HEIGHT  -        206.295 (meters)      676.82  (feet) COMP
 FG0376  MODELED GRAVITY -    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 and
 FG0376.adjusted by the NATIONAL GEODETIC SURVEY
 FG0376.in June 1991.
 FG0376
 FG0376.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0376.GEOID18 height accuracy estimate available here.
 FG0376
 FG0376.Click photographs - Photos may exist for this station.
 FG0376
 FG0376.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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     -   0.99997203  x   0.99994942  =   0.99992145
 FG0376!UTM  15      -   0.99997203  x   0.99962062  =   0.99959266
 FG0376
 FG0376:                Primary Azimuth Mark                     Grid Az
 FG0376:SPC AR N     -  12 C                                     358 14 31.4
 FG0376:UTM  15      -  12 C                                     357 39 43.4
 FG0376
 FG0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV4090004831(NAD 83)
 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
 FG0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0376.See file dsdata.pdf to determine how the superseded data were derived.
 FG0376
 FG0376_MARKER: Z = SEE DESCRIPTION
 FG0376_SETTING: 7 = 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             CGS
 FG0376
 FG0376                          STATION DESCRIPTION
 FG0376
 FG0376'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG0377 ***********************************************************************
 FG0377  DESIGNATION -  12 B AZ MK
 FG0377  PID         -  FG0377
 FG0377  STATE/COUNTY-  AR/CONWAY
 FG0377  COUNTRY     -  US
 FG0377  USGS QUAD   -  SPRINGFIELD (2017)
 FG0377
 FG0377                         *CURRENT SURVEY CONTROL
 FG0377  ______________________________________________________________________
 FG0377* NAD 83(1986) POSITION- 35 17 19.     (N) 092 32 49.     (W)   SCALED
 FG0377* NAVD 88 ORTHO HEIGHT -   206.282 (meters)      676.78  (feet) ADJUSTED
 FG0377  ______________________________________________________________________
 FG0377  GEOID HEIGHT    -        -28.264 (meters)                     GEOID18
 FG0377  DYNAMIC HEIGHT  -        206.089 (meters)      676.14  (feet) COMP
 FG0377  MODELED GRAVITY -    979,692.6   (mgal)                       NAVD 88
 FG0377
 FG0377  VERT ORDER      -  SECOND    CLASS 0
 FG0377
 FG0377.The horizontal coordinates were scaled from a map and have
 FG0377.an estimated accuracy of +/- 6 seconds.
 FG0377
 FG0377.The orthometric height was determined by differential leveling and
 FG0377.adjusted by the NATIONAL GEODETIC SURVEY
 FG0377.in June 1991.
 FG0377
 FG0377.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0377.GEOID18 height accuracy estimate available here.
 FG0377
 FG0377.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV411051(NAD 83)
 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
 FG0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0377.See file dsdata.pdf to determine how the superseded data were derived.
 FG0377
 FG0377_MARKER: DZ = AZIMUTH MARK DISK
 FG0377_SETTING: 7 = 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 = MARCH 20, 2026 22:17:28 EDT
 EH1381 ***********************************************************************
 EH1381  DESIGNATION -  12 W
 EH1381  PID         -  EH1381
 EH1381  STATE/COUNTY-  AR/ARKANSAS
 EH1381  COUNTRY     -  US
 EH1381  USGS QUAD   -  DE WITT (2017)
 EH1381
 EH1381                         *CURRENT SURVEY CONTROL
 EH1381  ______________________________________________________________________
 EH1381* NAD 83(1986) POSITION- 34 17 41.     (N) 091 20 21.     (W)   SCALED
 EH1381* NAVD 88 ORTHO HEIGHT -    56.796 (meters)      186.34  (feet) ADJUSTED
 EH1381  ______________________________________________________________________
 EH1381  GEOID HEIGHT    -        -26.427 (meters)                     GEOID18
 EH1381  DYNAMIC HEIGHT  -         56.741 (meters)      186.16  (feet) COMP
 EH1381  MODELED GRAVITY -    979,665.2   (mgal)                       NAVD 88
 EH1381
 EH1381  VERT ORDER      -  FIRST     CLASS II
 EH1381
 EH1381.The horizontal coordinates were scaled from a map and have
 EH1381.an estimated accuracy of +/- 6 seconds.
 EH1381
 EH1381.The orthometric height was determined by differential leveling and
 EH1381.adjusted by the NATIONAL GEODETIC SURVEY
 EH1381.in August 1993.
 EH1381
 EH1381.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1381.GEOID18 height accuracy estimate available here.
 EH1381
 EH1381.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT528960(NAD 83)
 EH1381
 EH1381                          SUPERSEDED SURVEY CONTROL
 EH1381
 EH1381  NAVD 88 (06/15/91)   56.753  (m)          186.20   (f) SUPERSEDED  1 2
 EH1381  NGVD 29 (11/26/84)   56.820  (m)          186.42   (f) ADJUSTED    1 2
 EH1381
 EH1381.Superseded values are not recommended for survey control.
 EH1381
 EH1381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1381.See file dsdata.pdf to determine how the superseded data were derived.
 EH1381
 EH1381_MARKER: DD = SURVEY DISK
 EH1381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1381_STAMPING: 12 W 1928
 EH1381_MARK LOGO: USGS
 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  HISTORY     - 20220118 MARK NOT FOUND   ARHD
 EH1381
 EH1381                          STATION DESCRIPTION
 EH1381
 EH1381'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 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.
 EH1381
 EH1381                          STATION RECOVERY (2022)
 EH1381
 EH1381'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2022 (JH)
 EH1381'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0210 ***********************************************************************
 FG0210  DESIGNATION -  12 WMH
 FG0210  PID         -  FG0210
 FG0210  STATE/COUNTY-  AR/FAULKNER
 FG0210  COUNTRY     -  US
 FG0210  USGS QUAD   -  GREENBRIER (2017)
 FG0210
 FG0210                         *CURRENT SURVEY CONTROL
 FG0210  ______________________________________________________________________
 FG0210* NAD 83(1986) POSITION- 35 11 30.     (N) 092 23 31.     (W)   SCALED
 FG0210* NAVD 88 ORTHO HEIGHT -   116.759 (meters)      383.07  (feet) ADJUSTED
 FG0210  ______________________________________________________________________
 FG0210  GEOID HEIGHT    -        -28.021 (meters)                     GEOID18
 FG0210  DYNAMIC HEIGHT  -        116.650 (meters)      382.71  (feet) COMP
 FG0210  MODELED GRAVITY -    979,699.1   (mgal)                       NAVD 88
 FG0210
 FG0210  VERT ORDER      -  SECOND    CLASS 0
 FG0210
 FG0210.The horizontal coordinates were scaled from a map and have
 FG0210.an estimated accuracy of +/- 6 seconds.
 FG0210
 FG0210.The orthometric height was determined by differential leveling and
 FG0210.adjusted by the NATIONAL GEODETIC SURVEY
 FG0210.in June 1991.
 FG0210
 FG0210.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0210.GEOID18 height accuracy estimate available here.
 FG0210
 FG0210.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU553944(NAD 83)
 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
 FG0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0210.See file dsdata.pdf to determine how the superseded data were derived.
 FG0210
 FG0210_MARKER: DB = BENCH MARK DISK
 FG0210_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0210_STAMPING: 12 WHM 1960
 FG0210_MARK LOGO: CGS
 FG0210_PROJECTION: FLUSH
 FG0210_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0210
 FG0210  HISTORY     - Date     Condition        Report By
 FG0210  HISTORY     - 1960     MONUMENTED       USGS
 FG0210  HISTORY     - 1962     GOOD             CGS
 FG0210
 FG0210                          STATION DESCRIPTION
 FG0210
 FG0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1755 ***********************************************************************
 EH1755  DESIGNATION -  12/13
 EH1755  PID         -  EH1755
 EH1755  STATE/COUNTY-  AR/JEFFERSON
 EH1755  COUNTRY     -  US
 EH1755  USGS QUAD   -  MOSCOW (2017)
 EH1755
 EH1755                         *CURRENT SURVEY CONTROL
 EH1755  ______________________________________________________________________
 EH1755* NAD 83(1986) POSITION- 34 13 59.     (N) 091 50 53.     (W)   SCALED
 EH1755* NAVD 88 ORTHO HEIGHT -    61.976 (meters)      203.33  (feet) ADJUSTED
 EH1755  ______________________________________________________________________
 EH1755  GEOID HEIGHT    -        -26.031 (meters)                     GEOID18
 EH1755  DYNAMIC HEIGHT  -         61.916 (meters)      203.14  (feet) COMP
 EH1755  MODELED GRAVITY -    979,665.7   (mgal)                       NAVD 88
 EH1755
 EH1755  VERT ORDER      -  SECOND    CLASS 0
 EH1755
 EH1755.The horizontal coordinates were scaled from a map and have
 EH1755.an estimated accuracy of +/- 6 seconds.
 EH1755
 EH1755.The orthometric height was determined by differential leveling and
 EH1755.adjusted by the NATIONAL GEODETIC SURVEY
 EH1755.in August 1993.
 EH1755
 EH1755.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1755.GEOID18 height accuracy estimate available here.
 EH1755
 EH1755.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT060885(NAD 83)
 EH1755
 EH1755                          SUPERSEDED SURVEY CONTROL
 EH1755
 EH1755  NAVD 88 (06/15/91)   61.985  (m)          203.36   (f) SUPERSEDED  2 0
 EH1755  NGVD 29 (11/26/84)   62.016  (m)          203.46   (f) ADJUSTED    2 0
 EH1755
 EH1755.Superseded values are not recommended for survey control.
 EH1755
 EH1755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1755.See file dsdata.pdf to determine how the superseded data were derived.
 EH1755
 EH1755_MARKER: P = PIPE CAP
 EH1755_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1755_STAMPING: B M 12/13
 EH1755_MARK LOGO: USACE
 EH1755_MAGNETIC: P = MARKER IS A STEEL PIPE
 EH1755_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1755
 EH1755  HISTORY     - Date     Condition        Report By
 EH1755  HISTORY     - UNK      MONUMENTED       USACE
 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 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 = MARCH 20, 2026 22:17:28 EDT
 EH1754 ***********************************************************************
 EH1754  DESIGNATION -  12/13 REF
 EH1754  PID         -  EH1754
 EH1754  STATE/COUNTY-  AR/JEFFERSON
 EH1754  COUNTRY     -  US
 EH1754  USGS QUAD   -  MOSCOW (2017)
 EH1754
 EH1754                         *CURRENT SURVEY CONTROL
 EH1754  ______________________________________________________________________
 EH1754* NAD 83(1986) POSITION- 34 13 51.     (N) 091 50 48.     (W)   SCALED
 EH1754* NAVD 88 ORTHO HEIGHT -    61.885 (meters)      203.03  (feet) ADJUSTED
 EH1754  ______________________________________________________________________
 EH1754  GEOID HEIGHT    -        -26.029 (meters)                     GEOID18
 EH1754  DYNAMIC HEIGHT  -         61.825 (meters)      202.84  (feet) COMP
 EH1754  MODELED GRAVITY -    979,665.6   (mgal)                       NAVD 88
 EH1754
 EH1754  VERT ORDER      -  SECOND    CLASS 0
 EH1754
 EH1754.The horizontal coordinates were scaled from a map and have
 EH1754.an estimated accuracy of +/- 6 seconds.
 EH1754
 EH1754.The orthometric height was determined by differential leveling and
 EH1754.adjusted by the NATIONAL GEODETIC SURVEY
 EH1754.in August 1993.
 EH1754
 EH1754.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1754.GEOID18 height accuracy estimate available here.
 EH1754
 EH1754.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT062883(NAD 83)
 EH1754
 EH1754                          SUPERSEDED SURVEY CONTROL
 EH1754
 EH1754  NAVD 88 (06/15/91)   61.893  (m)          203.06   (f) SUPERSEDED  2 0
 EH1754  NGVD 29 (11/26/84)   61.926  (m)          203.17   (f) ADJUSTED    2 0
 EH1754
 EH1754.Superseded values are not recommended for survey control.
 EH1754
 EH1754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1754.See file dsdata.pdf to determine how the superseded data were derived.
 EH1754
 EH1754_MARKER: P = PIPE CAP
 EH1754_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1754_STAMPING: BM REF 12/13
 EH1754_MARK LOGO: USACE
 EH1754_MAGNETIC: P = MARKER IS A STEEL PIPE
 EH1754_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1754
 EH1754  HISTORY     - Date     Condition        Report By
 EH1754  HISTORY     - UNK      MONUMENTED       USACE
 EH1754  HISTORY     - 1962     MARK NOT FOUND   USGS
 EH1754
 EH1754                          STATION DESCRIPTION
 EH1754
 EH1754'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0165 ***********************************************************************
 EJ0165  DESIGNATION -  122
 EJ0165  PID         -  EJ0165
 EJ0165  STATE/COUNTY-  AR/PULASKI
 EJ0165  COUNTRY     -  US
 EJ0165  USGS QUAD   -  WOODSON (2017)
 EJ0165
 EJ0165                         *CURRENT SURVEY CONTROL
 EJ0165  ______________________________________________________________________
 EJ0165* NAD 83(1986) POSITION- 34 36 07.55   (N) 092 12 59.55   (W)   HD_HELD1
 EJ0165* NAVD 88 ORTHO HEIGHT -    78.216 (meters)      256.61  (feet) ADJUSTED
 EJ0165  ______________________________________________________________________
 EJ0165  GEOID HEIGHT    -        -26.444 (meters)                     GEOID18
 EJ0165  DYNAMIC HEIGHT  -         78.141 (meters)      256.37  (feet) COMP
 EJ0165  MODELED GRAVITY -    979,679.8   (mgal)                       NAVD 88
 EJ0165
 EJ0165  VERT ORDER      -  SECOND    CLASS 0
 EJ0165
 EJ0165.The horizontal coordinates were determined by differentially corrected
 EJ0165.hand held GPS observations or other comparable positioning techniques
 EJ0165.and have an estimated accuracy of +/- 3 meters.
 EJ0165
 EJ0165.The orthometric height was determined by differential leveling and
 EJ0165.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0165.in June 1991.
 EJ0165
 EJ0165.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0165.GEOID18 height accuracy estimate available here.
 EJ0165
 EJ0165.Click photographs - Photos may exist for this station.
 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     -   614,688.7     380,137.8     MT  (+/- 3 meters HH1 GPS) 
 EJ0165
 EJ0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7183729197(NAD 83)
 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
 EJ0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0165.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0165
 EJ0165_MARKER: DD = SURVEY DISK
 EJ0165_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0165_STAMPING: 122 1934
 EJ0165_MARK LOGO: CGS+SS
 EJ0165_PROJECTION: FLUSH
 EJ0165_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0165
 EJ0165  HISTORY     - Date     Condition        Report By
 EJ0165  HISTORY     - 1934     MONUMENTED       ARGS
 EJ0165  HISTORY     - 1940     GOOD             CGS
 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 COAST AND GEODETIC SURVEY 1940
 EJ0165'IN WRIGHTSVILLE.
 EJ0165'AT INTERSECTION OF U.S. HIGHWAY NO. 65 AND GRAVELED ROAD EAST TO A
 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 = MARCH 20, 2026 22:17:28 EDT
 EK0052 ***********************************************************************
 EK0052  DESIGNATION -  1223
 EK0052  PID         -  EK0052
 EK0052  STATE/COUNTY-  AR/POLK
 EK0052  COUNTRY     -  US
 EK0052  USGS QUAD   -  MOUNTAIN FORK (2017)
 EK0052
 EK0052                         *CURRENT SURVEY CONTROL
 EK0052  ______________________________________________________________________
 EK0052* NAD 83(1986) POSITION- 34 42 25.     (N) 094 27 20.     (W)   SCALED
 EK0052* NAVD 88 ORTHO HEIGHT -   374.063 (meters)     1227.24  (feet) ADJUSTED
 EK0052  ______________________________________________________________________
 EK0052  GEOID HEIGHT    -        -31.006 (meters)                     GEOID18
 EK0052  DYNAMIC HEIGHT  -        373.653 (meters)     1225.89  (feet) COMP
 EK0052  MODELED GRAVITY -    979,529.3   (mgal)                       NAVD 88
 EK0052
 EK0052  VERT ORDER      -  SECOND    CLASS 0
 EK0052
 EK0052.The horizontal coordinates were scaled from a map and have
 EK0052.an estimated accuracy of +/- 6 seconds.
 EK0052
 EK0052.The orthometric height was determined by differential leveling and
 EK0052.adjusted by the NATIONAL GEODETIC SURVEY
 EK0052.in June 1991.
 EK0052
 EK0052.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0052.GEOID18 height accuracy estimate available here.
 EK0052
 EK0052.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU667415(NAD 83)
 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
 EK0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0052.See file dsdata.pdf to determine how the superseded data were derived.
 EK0052
 EK0052_MARKER: P = PIPE CAP
 EK0052_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EK0052_MARK LOGO: USGS
 EK0052_MAGNETIC: P = MARKER IS A STEEL PIPE
 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             CGS
 EK0052
 EK0052                          STATION DESCRIPTION
 EK0052
 EK0052'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0097 ***********************************************************************
 EJ0097  DESIGNATION -  123
 EJ0097  PID         -  EJ0097
 EJ0097  STATE/COUNTY-  AR/PULASKI
 EJ0097  COUNTRY     -  US
 EJ0097  USGS QUAD   -  WOODSON (2017)
 EJ0097
 EJ0097                         *CURRENT SURVEY CONTROL
 EJ0097  ______________________________________________________________________
 EJ0097* NAD 83(1986) POSITION- 34 34 23.48   (N) 092 12 39.95   (W)   HD_HELD1
 EJ0097* NAVD 88 ORTHO HEIGHT -    76.302 (meters)      250.33  (feet) ADJUSTED
 EJ0097  ______________________________________________________________________
 EJ0097  GEOID HEIGHT    -        -26.383 (meters)                     GEOID18
 EJ0097  DYNAMIC HEIGHT  -         76.230 (meters)      250.10  (feet) COMP
 EJ0097  MODELED GRAVITY -    979,682.6   (mgal)                       NAVD 88
 EJ0097
 EJ0097  VERT ORDER      -  FIRST     CLASS II
 EJ0097
 EJ0097.The horizontal coordinates were determined by differentially corrected
 EJ0097.hand held GPS observations or other comparable positioning techniques
 EJ0097.and have an estimated accuracy of +/- 3 meters.
 EJ0097
 EJ0097.The orthometric height was determined by differential leveling and
 EJ0097.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0097.in September 2023.
 EJ0097
 EJ0097.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0097.GEOID18 height accuracy estimate available here.
 EJ0097
 EJ0097.Click photographs - Photos may exist for this station.
 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     -   611,480.9     380,630.5     MT  (+/- 3 meters HH1 GPS) 
 EJ0097
 EJ0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7236125995(NAD 83)
 EJ0097
 EJ0097                          SUPERSEDED SURVEY CONTROL
 EJ0097
 EJ0097  NAVD 88 (06/15/91)   76.302  (m)          250.33   (f) SUPERSEDED  1 2
 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
 EJ0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0097.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0097
 EJ0097_MARKER: DD = SURVEY DISK
 EJ0097_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0097_STAMPING: 123 1934
 EJ0097_MARK LOGO: CGS+SS
 EJ0097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0090 ***********************************************************************
 EJ0090  DESIGNATION -  124
 EJ0090  PID         -  EJ0090
 EJ0090  STATE/COUNTY-  AR/PULASKI
 EJ0090  COUNTRY     -  US
 EJ0090  USGS QUAD   -  WOODSON (2017)
 EJ0090
 EJ0090                         *CURRENT SURVEY CONTROL
 EJ0090  ______________________________________________________________________
 EJ0090* NAD 83(1986) POSITION- 34 31 50.     (N) 092 12 42.     (W)   SCALED
 EJ0090* NAVD 88 ORTHO HEIGHT -    76.164 (meters)      249.88  (feet) ADJUSTED
 EJ0090  ______________________________________________________________________
 EJ0090  GEOID HEIGHT    -        -26.279 (meters)                     GEOID18
 EJ0090  DYNAMIC HEIGHT  -         76.091 (meters)      249.64  (feet) COMP
 EJ0090  MODELED GRAVITY -    979,685.5   (mgal)                       NAVD 88
 EJ0090
 EJ0090  VERT ORDER      -  FIRST     CLASS II
 EJ0090
 EJ0090.The horizontal coordinates were scaled from a map and have
 EJ0090.an estimated accuracy of +/- 6 seconds.
 EJ0090
 EJ0090.The orthometric height was determined by differential leveling and
 EJ0090.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0090.in September 2023.
 EJ0090
 EJ0090.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0090.GEOID18 height accuracy estimate available here.
 EJ0090
 EJ0090.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU723212(NAD 83)
 EJ0090
 EJ0090                          SUPERSEDED SURVEY CONTROL
 EJ0090
 EJ0090  NAVD 88 (06/15/91)   76.187  (m)          249.96   (f) SUPERSEDED  1 2
 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
 EJ0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0090.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0090
 EJ0090_MARKER: DD = SURVEY DISK
 EJ0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0090_STAMPING: 124 1934
 EJ0090_MARK LOGO: CGS+SS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1367 ***********************************************************************
 EH1367  DESIGNATION -  1250 A
 EH1367  PID         -  EH1367
 EH1367  STATE/COUNTY-  AR/LINCOLN
 EH1367  COUNTRY     -  US
 EH1367  USGS QUAD   -  GILLETT (2017)
 EH1367
 EH1367                         *CURRENT SURVEY CONTROL
 EH1367  ______________________________________________________________________
 EH1367* NAD 83(1986) POSITION- 34 02 51.     (N) 091 29 29.     (W)   SCALED
 EH1367* NAVD 88 ORTHO HEIGHT -    52.857 (meters)      173.42  (feet) ADJUSTED
 EH1367  ______________________________________________________________________
 EH1367  GEOID HEIGHT    -        -26.064 (meters)                     GEOID18
 EH1367  DYNAMIC HEIGHT  -         52.805 (meters)      173.24  (feet) COMP
 EH1367  MODELED GRAVITY -    979,651.1   (mgal)                       NAVD 88
 EH1367
 EH1367  VERT ORDER      -  SECOND    CLASS 0
 EH1367
 EH1367.The horizontal coordinates were scaled from a map and have
 EH1367.an estimated accuracy of +/- 6 seconds.
 EH1367
 EH1367.The orthometric height was determined by differential leveling and
 EH1367.adjusted by the NATIONAL GEODETIC SURVEY
 EH1367.in June 1991.
 EH1367
 EH1367.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1367.GEOID18 height accuracy estimate available here.
 EH1367
 EH1367.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT392684(NAD 83)
 EH1367
 EH1367                          SUPERSEDED SURVEY CONTROL
 EH1367
 EH1367  NGVD 29 (11/26/84)   52.932  (m)          173.66   (f) ADJUSTED    2 0
 EH1367
 EH1367.Superseded values are not recommended for survey control.
 EH1367
 EH1367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1367.See file dsdata.pdf to determine how the superseded data were derived.
 EH1367
 EH1367_MARKER: Z = SEE DESCRIPTION
 EH1367_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1367_STAMPING: 1250 A
 EH1367_MARK LOGO: USACE
 EH1367_PROJECTION: PROJECTING 38 CENTIMETERS
 EH1367_MAGNETIC: P = MARKER IS A STEEL PIPE
 EH1367_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1367
 EH1367  HISTORY     - Date     Condition        Report By
 EH1367  HISTORY     - UNK      MONUMENTED       USACE
 EH1367  HISTORY     - 1940     GOOD             CGS
 EH1367
 EH1367                          STATION DESCRIPTION
 EH1367
 EH1367'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0188 ***********************************************************************
 EJ0188  DESIGNATION -  127
 EJ0188  PID         -  EJ0188
 EJ0188  STATE/COUNTY-  AR/PULASKI
 EJ0188  COUNTRY     -  US
 EJ0188  USGS QUAD   -  SWEET HOME (2017)
 EJ0188
 EJ0188                         *CURRENT SURVEY CONTROL
 EJ0188  ______________________________________________________________________
 EJ0188* NAD 83(1986) POSITION- 34 37 48.26   (N) 092 07 56.60   (W)   HD_HELD1
 EJ0188* NAVD 88 ORTHO HEIGHT -    73.531 (meters)      241.24  (feet) ADJUSTED
 EJ0188  ______________________________________________________________________
 EJ0188  GEOID HEIGHT    -        -26.438 (meters)                     GEOID18
 EJ0188  DYNAMIC HEIGHT  -         73.462 (meters)      241.02  (feet) COMP
 EJ0188  MODELED GRAVITY -    979,695.0   (mgal)                       NAVD 88
 EJ0188
 EJ0188  VERT ORDER      -  SECOND    CLASS 0
 EJ0188
 EJ0188.The horizontal coordinates were determined by differentially corrected
 EJ0188.hand held GPS observations or other comparable positioning techniques
 EJ0188.and have an estimated accuracy of +/- 3 meters.
 EJ0188
 EJ0188.The orthometric height was determined by differential leveling and
 EJ0188.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0188.in June 1991.
 EJ0188
 EJ0188.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0188.GEOID18 height accuracy estimate available here.
 EJ0188
 EJ0188.Click photographs - Photos may exist for this station.
 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     -   617,778.8     387,860.7     MT  (+/- 3 meters HH1 GPS) 
 EJ0188
 EJ0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7952632362(NAD 83)
 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
 EJ0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0188.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0188
 EJ0188_MARKER: DB = BENCH MARK DISK
 EJ0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0188_STAMPING: 127 1934
 EJ0188_MARK LOGO: CGS+SS
 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       ARGS
 EJ0188  HISTORY     - 1940     GOOD             CGS
 EJ0188  HISTORY     - 1985     MARK NOT FOUND   USGS
 EJ0188  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0188
 EJ0188                          STATION DESCRIPTION
 EJ0188
 EJ0188'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DL0354 ***********************************************************************
 DL0354  DESIGNATION -  129
 DL0354  PID         -  DL0354
 DL0354  STATE/COUNTY-  AR/OUACHITA
 DL0354  COUNTRY     -  US
 DL0354  USGS QUAD   -  EAGLE MILLS (2017)
 DL0354
 DL0354                         *CURRENT SURVEY CONTROL
 DL0354  ______________________________________________________________________
 DL0354* NAD 83(1986) POSITION- 33 40 22.     (N) 092 44 01.     (W)   SCALED
 DL0354* NAVD 88 ORTHO HEIGHT -    39.633 (meters)      130.03  (feet) ADJUSTED
 DL0354  ______________________________________________________________________
 DL0354  GEOID HEIGHT    -        -26.234 (meters)                     GEOID18
 DL0354  DYNAMIC HEIGHT  -         39.593 (meters)      129.90  (feet) COMP
 DL0354  MODELED GRAVITY -    979,617.7   (mgal)                       NAVD 88
 DL0354
 DL0354  VERT ORDER      -  SECOND    CLASS I
 DL0354
 DL0354.The horizontal coordinates were scaled from a map and have
 DL0354.an estimated accuracy of +/- 6 seconds.
 DL0354
 DL0354.The orthometric height was determined by differential leveling and
 DL0354.adjusted by the NATIONAL GEODETIC SURVEY
 DL0354.in September 2023.
 DL0354
 DL0354.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0354.GEOID18 height accuracy estimate available here.
 DL0354
 DL0354.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT246259(NAD 83)
 DL0354
 DL0354                          SUPERSEDED SURVEY CONTROL
 DL0354
 DL0354  NAVD 88 (06/15/91)   39.633  (m)          130.03   (f) SUPERSEDED  2 0
 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
 DL0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0354.See file dsdata.pdf to determine how the superseded data were derived.
 DL0354
 DL0354_MARKER: P = PIPE CAP
 DL0354_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0354_STAMPING: 130.292 H.S.
 DL0354_MARK LOGO: USGS
 DL0354_MAGNETIC: P = MARKER IS A STEEL PIPE
 DL0354_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0354
 DL0354  HISTORY     - Date     Condition        Report By
 DL0354  HISTORY     - 1900     MONUMENTED       USGS
 DL0354  HISTORY     - 1932     GOOD             CGS
 DL0354  HISTORY     - 1964     MARK NOT FOUND   CGS
 DL0354
 DL0354                          STATION DESCRIPTION
 DL0354
 DL0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 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 COAST AND GEODETIC SURVEY 1964
 DL0354'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0377 ***********************************************************************
 EJ0377  DESIGNATION -  13
 EJ0377  PID         -  EJ0377
 EJ0377  STATE/COUNTY-  AR/PULASKI
 EJ0377  COUNTRY     -  US
 EJ0377  USGS QUAD   -  LITTLE ROCK (2017)
 EJ0377
 EJ0377                         *CURRENT SURVEY CONTROL
 EJ0377  ______________________________________________________________________
 EJ0377* NAD 83(1986) POSITION- 34 39 54.     (N) 092 16 13.     (W)   SCALED
 EJ0377* NAVD 88 ORTHO HEIGHT -    91.672 (meters)      300.76  (feet) ADJUSTED
 EJ0377  ______________________________________________________________________
 EJ0377  GEOID HEIGHT    -        -26.511 (meters)                     GEOID18
 EJ0377  DYNAMIC HEIGHT  -         91.586 (meters)      300.48  (feet) COMP
 EJ0377  MODELED GRAVITY -    979,690.3   (mgal)                       NAVD 88
 EJ0377
 EJ0377  VERT ORDER      -  SECOND    CLASS 0
 EJ0377
 EJ0377.The horizontal coordinates were scaled from a map and have
 EJ0377.an estimated accuracy of +/- 6 seconds.
 EJ0377
 EJ0377.The orthometric height was determined by differential leveling and
 EJ0377.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0377.in June 1991.
 EJ0377
 EJ0377.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0377.GEOID18 height accuracy estimate available here.
 EJ0377
 EJ0377.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU668361(NAD 83)
 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
 EJ0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0377.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0377
 EJ0377_MARKER: DB = BENCH MARK DISK
 EJ0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0377_STAMPING: STA NO 13 1933
 EJ0377_MARK LOGO: CGS
 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             CGS
 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EH1531 ***********************************************************************
 EH1531  DESIGNATION -  13 AR
 EH1531  PID         -  EH1531
 EH1531  STATE/COUNTY-  AR/LINCOLN
 EH1531  COUNTRY     -  US
 EH1531  USGS QUAD   -  CADES (2017)
 EH1531
 EH1531                         *CURRENT SURVEY CONTROL
 EH1531  ______________________________________________________________________
 EH1531* NAD 83(1986) POSITION- 34 02 19.     (N) 091 37 07.     (W)   SCALED
 EH1531* NAVD 88 ORTHO HEIGHT -    54.443 (meters)      178.62  (feet) ADJUSTED
 EH1531  ______________________________________________________________________
 EH1531  GEOID HEIGHT    -        -25.976 (meters)                     GEOID18
 EH1531  DYNAMIC HEIGHT  -         54.390 (meters)      178.44  (feet) COMP
 EH1531  MODELED GRAVITY -    979,651.4   (mgal)                       NAVD 88
 EH1531
 EH1531  VERT ORDER      -  FIRST     CLASS II
 EH1531
 EH1531.The horizontal coordinates were scaled from a map and have
 EH1531.an estimated accuracy of +/- 6 seconds.
 EH1531
 EH1531.The orthometric height was determined by differential leveling and
 EH1531.adjusted by the NATIONAL GEODETIC SURVEY
 EH1531.in September 2023.
 EH1531
 EH1531.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1531.GEOID18 height accuracy estimate available here.
 EH1531
 EH1531.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT275672(NAD 83)
 EH1531
 EH1531                          SUPERSEDED SURVEY CONTROL
 EH1531
 EH1531  NAVD 88 (06/15/91)   54.488  (m)          178.77   (f) SUPERSEDED  1 2
 EH1531  NGVD 29 (11/26/84)   54.562  (m)          179.01   (f) ADJUSTED    1 2
 EH1531
 EH1531.Superseded values are not recommended for survey control.
 EH1531
 EH1531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1531.See file dsdata.pdf to determine how the superseded data were derived.
 EH1531
 EH1531_MARKER: P = PIPE CAP
 EH1531_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1531_STAMPING: 13 AR 1930 179
 EH1531_MARK LOGO: USACE
 EH1531_MAGNETIC: P = MARKER IS A STEEL PIPE
 EH1531_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1531
 EH1531  HISTORY     - Date     Condition        Report By
 EH1531  HISTORY     - 1930     MONUMENTED       USACE
 EH1531  HISTORY     - 1954     GOOD             CGS
 EH1531  HISTORY     - 1968     POOR             USACE
 EH1531  HISTORY     - 1984     MARK NOT FOUND   NGS
 EH1531
 EH1531                          STATION DESCRIPTION
 EH1531
 EH1531'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 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 ARMY CORPS OF ENGINEERS 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 = MARCH 20, 2026 22:17:28 EDT
 FG0213 ***********************************************************************
 FG0213  DESIGNATION -  13 B
 FG0213  PID         -  FG0213
 FG0213  STATE/COUNTY-  AR/FAULKNER
 FG0213  COUNTRY     -  US
 FG0213  USGS QUAD   -  GREENBRIER (2017)
 FG0213
 FG0213                         *CURRENT SURVEY CONTROL
 FG0213  ______________________________________________________________________
 FG0213* NAD 83(1997) POSITION- 35 10 03.12192(N) 092 23 47.10436(W)   ADJUSTED
 FG0213* NAVD 88 ORTHO HEIGHT -    95.656 (meters)      313.83  (feet) ADJUSTED
 FG0213  ______________________________________________________________________
 FG0213  GEOID HEIGHT    -        -28.010 (meters)                     GEOID18
 FG0213  LAPLACE CORR    -          2.41  (seconds)                    DEFLEC18
 FG0213  DYNAMIC HEIGHT  -         95.567 (meters)      313.54  (feet) COMP
 FG0213  MODELED GRAVITY -    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 and
 FG0213.adjusted by the NATIONAL GEODETIC SURVEY
 FG0213.in June 1991.
 FG0213
 FG0213.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0213.GEOID18 height accuracy estimate available here.
 FG0213
 FG0213.Click photographs - Photos may exist for this station.
 FG0213
 FG0213.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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  =   0.99962662
 FG0213
 FG0213:                Primary Azimuth Mark                     Grid Az
 FG0213:SPC AR N     -  13 C                                     039 44 46.4
 FG0213:UTM  15      -  13 C                                     039 10 04.4
 FG0213
 FG0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5496591788(NAD 83)
 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
 FG0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0213.See file dsdata.pdf to determine how the superseded data were derived.
 FG0213
 FG0213_MARKER: Z = SEE DESCRIPTION
 FG0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0213_STAMPING: 13 B
 FG0213_PROJECTION: PROJECTING 13 CENTIMETERS
 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             CGS
 FG0213  HISTORY     - 20150506 GOOD             USACEL
 FG0213
 FG0213                          STATION DESCRIPTION
 FG0213
 FG0213'DESCRIBED BY COAST AND 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.
 FG0213
 FG0213                          STATION RECOVERY (2015)
 FG0213
 FG0213'RECOVERY NOTE BY USACE LITTLE ROCK 2015 (SCC)
 FG0213'THE MARK IS LOCATED IN THE DISPLAY LOT FOR DIRKSEN PORTABLE BUILDINGS.
 FG0213'IT IS ABOUT 2 M (6.6 FT) NORTH-NORTHWEST OF THE NORTHWEST CORNER OF
 FG0213'THE OFFICE BUILDING AND 1 M (3.3 FT) SOUTH OF A POWER POLE.  THE TOP
 FG0213'OF THE PILLAR IS ABOUT 1.5 M (4.9 FT) ABOVE THE GROUND SURFACE.
 FG0213'BECAUSE OF THE BUILDING TO THE SOUTH-SOUTHWEST IT WILL BE NECESSARY TO
 FG0213'PLUMB THE ANTENNA AT LEAST 2 M (6.6 FT) ABOVE THE MARK.  THE OFFICE
 FG0213'BUILDING SOUTH-SOUTHWEST OF THIS MARK IS A PORTABLE BUILDING SO IT MAY
 FG0213'BE MOVED IN THE FUTURE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0212 ***********************************************************************
 FG0212  DESIGNATION -  13 B AZ MK
 FG0212  PID         -  FG0212
 FG0212  STATE/COUNTY-  AR/FAULKNER
 FG0212  COUNTRY     -  US
 FG0212  USGS QUAD   -  GREENBRIER (2017)
 FG0212
 FG0212                         *CURRENT SURVEY CONTROL
 FG0212  ______________________________________________________________________
 FG0212* NAD 83(1986) POSITION- 35 10 15.     (N) 092 23 46.     (W)   SCALED
 FG0212* NAVD 88 ORTHO HEIGHT -   101.904 (meters)      334.33  (feet) ADJUSTED
 FG0212  ______________________________________________________________________
 FG0212  GEOID HEIGHT    -        -28.013 (meters)                     GEOID18
 FG0212  DYNAMIC HEIGHT  -        101.809 (meters)      334.02  (feet) COMP
 FG0212  MODELED GRAVITY -    979,698.6   (mgal)                       NAVD 88
 FG0212
 FG0212  VERT ORDER      -  SECOND    CLASS 0
 FG0212
 FG0212.The horizontal coordinates were scaled from a map and have
 FG0212.an estimated accuracy of +/- 6 seconds.
 FG0212
 FG0212.The orthometric height was determined by differential leveling and
 FG0212.adjusted by the NATIONAL GEODETIC SURVEY
 FG0212.in June 1991.
 FG0212
 FG0212.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0212.GEOID18 height accuracy estimate available here.
 FG0212
 FG0212.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU549921(NAD 83)
 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
 FG0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0212.See file dsdata.pdf to determine how the superseded data were derived.
 FG0212
 FG0212_MARKER: DZ = AZIMUTH MARK DISK
 FG0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0212_STAMPING: 13 B 1962
 FG0212_MARK LOGO: CGS
 FG0212_PROJECTION: PROJECTING 10 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0119 ***********************************************************************
 FG0119  DESIGNATION -  13 RHM
 FG0119  PID         -  FG0119
 FG0119  STATE/COUNTY-  AR/FAULKNER
 FG0119  COUNTRY     -  US
 FG0119  USGS QUAD   -  HAMLET (2017)
 FG0119
 FG0119                         *CURRENT SURVEY CONTROL
 FG0119  ______________________________________________________________________
 FG0119* NAD 83(1986) POSITION- 35 05 40.     (N) 092 18 15.     (W)   SCALED
 FG0119* NAVD 88 ORTHO HEIGHT -    93.888 (meters)      308.03  (feet) ADJUSTED
 FG0119  ______________________________________________________________________
 FG0119  GEOID HEIGHT    -        -27.755 (meters)                     GEOID18
 FG0119  DYNAMIC HEIGHT  -         93.800 (meters)      307.74  (feet) COMP
 FG0119  MODELED GRAVITY -    979,696.7   (mgal)                       NAVD 88
 FG0119
 FG0119  VERT ORDER      -  SECOND    CLASS 0
 FG0119
 FG0119.The horizontal coordinates were scaled from a map and have
 FG0119.an estimated accuracy of +/- 6 seconds.
 FG0119
 FG0119.The orthometric height was determined by differential leveling and
 FG0119.adjusted by the NATIONAL GEODETIC SURVEY
 FG0119.in June 1991.
 FG0119
 FG0119.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0119.GEOID18 height accuracy estimate available here.
 FG0119
 FG0119.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU634837(NAD 83)
 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
 FG0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0119.See file dsdata.pdf to determine how the superseded data were derived.
 FG0119
 FG0119_MARKER: DB = BENCH MARK DISK
 FG0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0119_STAMPING: 13 RHM 1960
 FG0119_MARK LOGO: USGS
 FG0119_PROJECTION: PROJECTING 15 CENTIMETERS
 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             CGS
 FG0119
 FG0119                          STATION DESCRIPTION
 FG0119
 FG0119'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EH1389 ***********************************************************************
 EH1389  DESIGNATION -  13 W
 EH1389  PID         -  EH1389
 EH1389  STATE/COUNTY-  AR/ARKANSAS
 EH1389  COUNTRY     -  US
 EH1389  USGS QUAD   -  DE WITT (2017)
 EH1389
 EH1389                         *CURRENT SURVEY CONTROL
 EH1389  ______________________________________________________________________
 EH1389* NAD 83(1986) POSITION- 34 20 09.     (N) 091 20 53.     (W)   SCALED
 EH1389* NAVD 88 ORTHO HEIGHT -    58.185 (meters)      190.90  (feet) ADJUSTED
 EH1389  ______________________________________________________________________
 EH1389  GEOID HEIGHT    -        -26.476 (meters)                     GEOID18
 EH1389  DYNAMIC HEIGHT  -         58.128 (meters)      190.71  (feet) COMP
 EH1389  MODELED GRAVITY -    979,667.9   (mgal)                       NAVD 88
 EH1389
 EH1389  VERT ORDER      -  FIRST     CLASS II
 EH1389
 EH1389.The horizontal coordinates were scaled from a map and have
 EH1389.an estimated accuracy of +/- 6 seconds.
 EH1389
 EH1389.The orthometric height was determined by differential leveling and
 EH1389.adjusted by the NATIONAL GEODETIC SURVEY
 EH1389.in August 1993.
 EH1389
 EH1389.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1389.GEOID18 height accuracy estimate available here.
 EH1389
 EH1389.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU519006(NAD 83)
 EH1389
 EH1389                          SUPERSEDED SURVEY CONTROL
 EH1389
 EH1389  NAVD 88 (06/15/91)   58.255  (m)          191.12   (f) SUPERSEDED  1 2
 EH1389  NGVD 29 (11/26/84)   58.262  (m)          191.15   (f) ADJUSTED    1 2
 EH1389
 EH1389.Superseded values are not recommended for survey control.
 EH1389
 EH1389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1389.See file dsdata.pdf to determine how the superseded data were derived.
 EH1389
 EH1389_MARKER: DD = SURVEY DISK
 EH1389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1389_STAMPING: 13 W 1928
 EH1389_MARK LOGO: USGS
 EH1389_PROJECTION: PROJECTING 3 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1753 ***********************************************************************
 EH1753  DESIGNATION -  13/14
 EH1753  PID         -  EH1753
 EH1753  STATE/COUNTY-  AR/JEFFERSON
 EH1753  COUNTRY     -  US
 EH1753  USGS QUAD   -  MOSCOW (2017)
 EH1753
 EH1753                         *CURRENT SURVEY CONTROL
 EH1753  ______________________________________________________________________
 EH1753* NAD 83(1986) POSITION- 34 13 25.     (N) 091 50 07.     (W)   SCALED
 EH1753* NAVD 88 ORTHO HEIGHT -    61.796 (meters)      202.74  (feet) ADJUSTED
 EH1753  ______________________________________________________________________
 EH1753  GEOID HEIGHT    -        -26.025 (meters)                     GEOID18
 EH1753  DYNAMIC HEIGHT  -         61.736 (meters)      202.55  (feet) COMP
 EH1753  MODELED GRAVITY -    979,665.1   (mgal)                       NAVD 88
 EH1753
 EH1753  VERT ORDER      -  SECOND    CLASS 0
 EH1753
 EH1753.The horizontal coordinates were scaled from a map and have
 EH1753.an estimated accuracy of +/- 6 seconds.
 EH1753
 EH1753.The orthometric height was determined by differential leveling and
 EH1753.adjusted by the NATIONAL GEODETIC SURVEY
 EH1753.in August 1993.
 EH1753
 EH1753.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1753.GEOID18 height accuracy estimate available here.
 EH1753
 EH1753.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT072875(NAD 83)
 EH1753
 EH1753                          SUPERSEDED SURVEY CONTROL
 EH1753
 EH1753  NAVD 88 (06/15/91)   61.806  (m)          202.78   (f) SUPERSEDED  2 0
 EH1753  NGVD 29 (11/26/84)   61.838  (m)          202.88   (f) ADJUSTED    2 0
 EH1753
 EH1753.Superseded values are not recommended for survey control.
 EH1753
 EH1753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1753.See file dsdata.pdf to determine how the superseded data were derived.
 EH1753
 EH1753_MARKER: P = PIPE CAP
 EH1753_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1753_STAMPING: B M 13/14
 EH1753_MARK LOGO: USACE
 EH1753_MAGNETIC: P = MARKER IS A STEEL PIPE
 EH1753_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1753
 EH1753  HISTORY     - Date     Condition        Report By
 EH1753  HISTORY     - UNK      MONUMENTED       USACE
 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 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 = MARCH 20, 2026 22:17:28 EDT
 EH1368 ***********************************************************************
 EH1368  DESIGNATION -  1300 A
 EH1368  PID         -  EH1368
 EH1368  STATE/COUNTY-  AR/LINCOLN
 EH1368  COUNTRY     -  US
 EH1368  USGS QUAD   -  GILLETT (2017)
 EH1368
 EH1368                         *CURRENT SURVEY CONTROL
 EH1368  ______________________________________________________________________
 EH1368* NAD 83(1986) POSITION- 34 02 59.     (N) 091 28 40.     (W)   SCALED
 EH1368* NAVD 88 ORTHO HEIGHT -    58.879 (meters)      193.17  (feet) ADJUSTED
 EH1368  ______________________________________________________________________
 EH1368  GEOID HEIGHT    -        -26.074 (meters)                     GEOID18
 EH1368  DYNAMIC HEIGHT  -         58.821 (meters)      192.98  (feet) COMP
 EH1368  MODELED GRAVITY -    979,651.6   (mgal)                       NAVD 88
 EH1368
 EH1368  VERT ORDER      -  SECOND    CLASS 0
 EH1368
 EH1368.The horizontal coordinates were scaled from a map and have
 EH1368.an estimated accuracy of +/- 6 seconds.
 EH1368
 EH1368.The orthometric height was determined by differential leveling and
 EH1368.adjusted by the NATIONAL GEODETIC SURVEY
 EH1368.in June 1991.
 EH1368
 EH1368.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1368.GEOID18 height accuracy estimate available here.
 EH1368
 EH1368.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT404687(NAD 83)
 EH1368
 EH1368                          SUPERSEDED SURVEY CONTROL
 EH1368
 EH1368  NGVD 29 (11/26/84)   58.954  (m)          193.42   (f) ADJUSTED    2 0
 EH1368
 EH1368.Superseded values are not recommended for survey control.
 EH1368
 EH1368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1368.See file dsdata.pdf to determine how the superseded data were derived.
 EH1368
 EH1368_MARKER: P = PIPE CAP
 EH1368_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1368_STAMPING: 1300 A
 EH1368_MARK LOGO: USACE
 EH1368_MAGNETIC: P = MARKER IS A STEEL PIPE
 EH1368_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1368
 EH1368  HISTORY     - Date     Condition        Report By
 EH1368  HISTORY     - UNK      MONUMENTED       USACE
 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 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 = MARCH 20, 2026 22:17:28 EDT
 GF0434 ***********************************************************************
 GF0434  DESIGNATION -  1335
 GF0434  PID         -  GF0434
 GF0434  STATE/COUNTY-  AR/CARROLL
 GF0434  COUNTRY     -  US
 GF0434  USGS QUAD   -  OSAGE (2017)
 GF0434
 GF0434                         *CURRENT SURVEY CONTROL
 GF0434  ______________________________________________________________________
 GF0434* NAD 83(1986) POSITION- 36 10 57.4    (N) 093 24 16.9    (W)   HD_HELD2
 GF0434* NAVD 88 ORTHO HEIGHT -   405.963 (meters)     1331.90  (feet) ADJUSTED
 GF0434  ______________________________________________________________________
 GF0434  GEOID HEIGHT    -        -28.050 (meters)                     GEOID18
 GF0434  DYNAMIC HEIGHT  -        405.595 (meters)     1330.69  (feet) COMP
 GF0434  MODELED GRAVITY -    979,712.7   (mgal)                       NAVD 88
 GF0434
 GF0434  VERT ORDER      -  SECOND    CLASS 0
 GF0434
 GF0434.The horizontal coordinates were established by autonomous hand held GPS
 GF0434.observations and have an estimated accuracy of +/- 10 meters.
 GF0434
 GF0434.The orthometric height was determined by differential leveling and
 GF0434.adjusted by the NATIONAL GEODETIC SURVEY
 GF0434.in June 1991.
 GF0434
 GF0434.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0434.GEOID18 height accuracy estimate available here.
 GF0434
 GF0434.Click photographs - Photos may exist for this station.
 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     -   206,069.      273,646.      MT  (+/- 10 meters HH2 GPS)
 GF0434
 GF0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA6361004278(NAD 83)
 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
 GF0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0434.See file dsdata.pdf to determine how the superseded data were derived.
 GF0434
 GF0434_MARKER: DB = BENCH MARK DISK
 GF0434_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GF0434_SP_SET: WALL
 GF0434_STAMPING: 1335 FTVL
 GF0434_MARK LOGO: USGS
 GF0434_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GF0434_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GF0434+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2013
 GF0434
 GF0434  HISTORY     - Date     Condition        Report By
 GF0434  HISTORY     - 1902     MONUMENTED       USGS
 GF0434  HISTORY     - 1935     GOOD             CGS
 GF0434  HISTORY     - 1987     GOOD             USPSQD
 GF0434  HISTORY     - 20060308 GOOD             ARHD
 GF0434  HISTORY     - 20100409 GOOD             USACE
 GF0434  HISTORY     - 20131115 GOOD             ARHD
 GF0434
 GF0434                          STATION DESCRIPTION
 GF0434
 GF0434'DESCRIBED BY COAST AND 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 DEPARTMENT OF TRANSPORTATION 2006 (VJB)
 GF0434'RECOVERED IN GOOD CONDITION.
 GF0434
 GF0434                          STATION RECOVERY (2010)
 GF0434
 GF0434'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2010 (DLB)
 GF0434'RECOVERED IN GOOD CONDITION.
 GF0434
 GF0434                          STATION RECOVERY (2013)
 GF0434
 GF0434'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (THM)
 GF0434'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0542 ***********************************************************************
 GF0542  DESIGNATION -  1345
 GF0542  PID         -  GF0542
 GF0542  STATE/COUNTY-  AR/MADISON
 GF0542  COUNTRY     -  US
 GF0542  USGS QUAD   -  MARBLE (2017)
 GF0542
 GF0542                         *CURRENT SURVEY CONTROL
 GF0542  ______________________________________________________________________
 GF0542* NAD 83(1986) POSITION- 36 08 21.     (N) 093 35 09.     (W)   SCALED
 GF0542* NAVD 88 ORTHO HEIGHT -   409.933 (meters)     1344.92  (feet) ADJUSTED
 GF0542  ______________________________________________________________________
 GF0542  GEOID HEIGHT    -        -28.024 (meters)                     GEOID18
 GF0542  DYNAMIC HEIGHT  -        409.559 (meters)     1343.69  (feet) COMP
 GF0542  MODELED GRAVITY -    979,709.0   (mgal)                       NAVD 88
 GF0542
 GF0542  VERT ORDER      -  SECOND    CLASS 0
 GF0542
 GF0542.The horizontal coordinates were scaled from a map and have
 GF0542.an estimated accuracy of +/- 6 seconds.
 GF0542
 GF0542.The orthometric height was determined by differential leveling and
 GF0542.adjusted by the NATIONAL GEODETIC SURVEY
 GF0542.in June 1991.
 GF0542
 GF0542.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0542.GEOID18 height accuracy estimate available here.
 GF0542
 GF0542.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV472995(NAD 83)
 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
 GF0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0542.See file dsdata.pdf to determine how the superseded data were derived.
 GF0542
 GF0542_MARKER: P = PIPE CAP
 GF0542_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GF0542_STAMPING: 1345 FTVL
 GF0542_MARK LOGO: USGS
 GF0542_MAGNETIC: P = MARKER IS A STEEL PIPE
 GF0542_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0542
 GF0542  HISTORY     - Date     Condition        Report By
 GF0542  HISTORY     - 1902     MONUMENTED       USGS
 GF0542  HISTORY     - 1935     GOOD             CGS
 GF0542  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 GF0542  HISTORY     - 20140408 MARK NOT FOUND   ARHD
 GF0542
 GF0542                          STATION DESCRIPTION
 GF0542
 GF0542'DESCRIBED BY COAST AND 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.
 GF0542
 GF0542                          STATION RECOVERY (2014)
 GF0542
 GF0542'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (JDH)
 GF0542'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0354 ***********************************************************************
 GF0354  DESIGNATION -  1347 FT
 GF0354  PID         -  GF0354
 GF0354  STATE/COUNTY-  AR/CARROLL
 GF0354  COUNTRY     -  US
 GF0354  USGS QUAD   -  BLUE EYE (2017)
 GF0354
 GF0354                         *CURRENT SURVEY CONTROL
 GF0354  ______________________________________________________________________
 GF0354* NAD 83(1986) POSITION- 36 27 21.     (N) 093 26 10.     (W)   SCALED
 GF0354* NAVD 88 ORTHO HEIGHT -   409.911 (meters)     1344.85  (feet) ADJUSTED
 GF0354  ______________________________________________________________________
 GF0354  GEOID HEIGHT    -        -28.409 (meters)                     GEOID18
 GF0354  DYNAMIC HEIGHT  -        409.552 (meters)     1343.67  (feet) COMP
 GF0354  MODELED GRAVITY -    979,743.4   (mgal)                       NAVD 88
 GF0354
 GF0354  VERT ORDER      -  SECOND    CLASS 0
 GF0354
 GF0354.The horizontal coordinates were scaled from a map and have
 GF0354.an estimated accuracy of +/- 6 seconds.
 GF0354
 GF0354.The orthometric height was determined by differential leveling and
 GF0354.adjusted by the NATIONAL GEODETIC SURVEY
 GF0354.in June 1991.
 GF0354
 GF0354.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0354.GEOID18 height accuracy estimate available here.
 GF0354
 GF0354.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA609345(NAD 83)
 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
 GF0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0354.See file dsdata.pdf to determine how the superseded data were derived.
 GF0354
 GF0354_MARKER: DB = BENCH MARK DISK
 GF0354_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GF0354_STAMPING: 1347 FTVL
 GF0354_MARK LOGO: USGS
 GF0354_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0354
 GF0354  HISTORY     - Date     Condition        Report By
 GF0354  HISTORY     - 1902     MONUMENTED       USGS
 GF0354  HISTORY     - 1934     GOOD             CGS
 GF0354  HISTORY     - 1987     GOOD             USPSQD
 GF0354
 GF0354                          STATION DESCRIPTION
 GF0354
 GF0354'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DL0190 ***********************************************************************
 DL0190  DESIGNATION -  138.96
 DL0190  PID         -  DL0190
 DL0190  STATE/COUNTY-  AR/ASHLEY
 DL0190  COUNTRY     -  US
 DL0190  USGS QUAD   -  MARAIS SALINE (2017)
 DL0190
 DL0190                         *CURRENT SURVEY CONTROL
 DL0190  ______________________________________________________________________
 DL0190* NAD 83(1986) POSITION- 33 08 26.     (N) 092 00 23.     (W)   SCALED
 DL0190* NAVD 88 ORTHO HEIGHT -    42.207 (meters)      138.47  (feet) ADJUSTED
 DL0190  ______________________________________________________________________
 DL0190  GEOID HEIGHT    -        -25.958 (meters)                     GEOID18
 DL0190  DYNAMIC HEIGHT  -         42.162 (meters)      138.33  (feet) COMP
 DL0190  MODELED GRAVITY -    979,569.4   (mgal)                       NAVD 88
 DL0190
 DL0190  VERT ORDER      -  SECOND    CLASS 0
 DL0190
 DL0190.The horizontal coordinates were scaled from a map and have
 DL0190.an estimated accuracy of +/- 6 seconds.
 DL0190
 DL0190.The orthometric height was determined by differential leveling and
 DL0190.adjusted by the NATIONAL GEODETIC SURVEY
 DL0190.in June 1991.
 DL0190
 DL0190.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0190.GEOID18 height accuracy estimate available here.
 DL0190
 DL0190.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS926673(NAD 83)
 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
 DL0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0190.See file dsdata.pdf to determine how the superseded data were derived.
 DL0190
 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   CGS
 DL0190  HISTORY     - 1934     MARK NOT FOUND   CGS
 DL0190
 DL0190                          STATION DESCRIPTION
 DL0190
 DL0190'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1934
 DL0190'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GG0063 ***********************************************************************
 GG0063  DESIGNATION -  1385.37
 GG0063  PID         -  GG0063
 GG0063  STATE/COUNTY-  AR/BENTON
 GG0063  COUNTRY     -  US
 GG0063  USGS QUAD   -  ROGERS (2017)
 GG0063
 GG0063                         *CURRENT SURVEY CONTROL
 GG0063  ______________________________________________________________________
 GG0063* NAD 83(1986) POSITION- 36 19 58.5    (N) 094 06 58.0    (W)   HD_HELD2
 GG0063* NAVD 88 ORTHO HEIGHT -   421.424 (meters)     1382.62  (feet) ADJUSTED
 GG0063  ______________________________________________________________________
 GG0063  GEOID HEIGHT    -        -28.152 (meters)                     GEOID18
 GG0063  DYNAMIC HEIGHT  -        421.050 (meters)     1381.39  (feet) COMP
 GG0063  MODELED GRAVITY -    979,732.9   (mgal)                       NAVD 88
 GG0063
 GG0063  VERT ORDER      -  FIRST     CLASS II
 GG0063
 GG0063.The horizontal coordinates were established by autonomous hand held GPS
 GG0063.observations and have an estimated accuracy of +/- 10 meters.
 GG0063
 GG0063.The orthometric height was determined by differential leveling and
 GG0063.adjusted by the NATIONAL GEODETIC SURVEY
 GG0063.in June 1991.
 GG0063
 GG0063.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0063.GEOID18 height accuracy estimate available here.
 GG0063
 GG0063.Click photographs - Photos may exist for this station.
 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     -   223,888.      210,019.      MT  (+/- 10 meters HH2 GPS)
 GG0063
 GG0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA9983021452(NAD 83)
 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
 GG0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0063.See file dsdata.pdf to determine how the superseded data were derived.
 GG0063
 GG0063_MARKER: DB = BENCH MARK DISK
 GG0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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             CGS
 GG0063  HISTORY     - 1987     GOOD             USPSQD
 GG0063  HISTORY     - 1987     GOOD             USPSQD
 GG0063  HISTORY     - 19891115 GOOD             NGS
 GG0063  HISTORY     - 20050530 GOOD             GEOCAC
 GG0063  HISTORY     - 20070909 GOOD             GEOCAC
 GG0063  HISTORY     - 20120207 MARK NOT FOUND   ARHD
 GG0063
 GG0063                          STATION DESCRIPTION
 GG0063
 GG0063'DESCRIBED BY COAST AND 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                          STATION RECOVERY (2007)
 GG0063
 GG0063'RECOVERY NOTE BY GEOCACHING 2007 (CB)
 GG0063'RECOVERED IN GOOD CONDITION.
 GG0063
 GG0063                          STATION RECOVERY (2012)
 GG0063
 GG0063'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (AMC)
 GG0063'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0001 ***********************************************************************
 FG0001  DESIGNATION -  14
 FG0001  PID         -  FG0001
 FG0001  STATE/COUNTY-  AR/IZARD
 FG0001  COUNTRY     -  US
 FG0001  USGS QUAD   -  SYLAMORE (2017)
 FG0001
 FG0001                         *CURRENT SURVEY CONTROL
 FG0001  ______________________________________________________________________
 FG0001* NAD 83(1986) POSITION- 35 59 11.     (N) 092 02 10.     (W)   SCALED
 FG0001* NAVD 88 ORTHO HEIGHT -   148.319 (meters)      486.61  (feet) ADJUSTED
 FG0001  ______________________________________________________________________
 FG0001  GEOID HEIGHT    -        -27.831 (meters)                     GEOID18
 FG0001  DYNAMIC HEIGHT  -        148.190 (meters)      486.19  (feet) COMP
 FG0001  MODELED GRAVITY -    979,759.3   (mgal)                       NAVD 88
 FG0001
 FG0001  VERT ORDER      -  SECOND    CLASS 0
 FG0001
 FG0001.The horizontal coordinates were scaled from a map and have
 FG0001.an estimated accuracy of +/- 6 seconds.
 FG0001
 FG0001.The orthometric height was determined by differential leveling and
 FG0001.adjusted by the NATIONAL GEODETIC SURVEY
 FG0001.in June 1991.
 FG0001
 FG0001.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0001.GEOID18 height accuracy estimate available here.
 FG0001
 FG0001.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV868828(NAD 83)
 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
 FG0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0001.See file dsdata.pdf to determine how the superseded data were derived.
 FG0001
 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             CGS
 FG0001  HISTORY     - 1935     GOOD             CGS
 FG0001
 FG0001                          STATION DESCRIPTION
 FG0001
 FG0001'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1935
 FG0001'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1533 ***********************************************************************
 EH1533  DESIGNATION -  14 AR
 EH1533  PID         -  EH1533
 EH1533  STATE/COUNTY-  AR/LINCOLN
 EH1533  COUNTRY     -  US
 EH1533  USGS QUAD   -  CADES (2017)
 EH1533
 EH1533                         *CURRENT SURVEY CONTROL
 EH1533  ______________________________________________________________________
 EH1533* NAD 83(1986) POSITION- 34 02 24.     (N) 091 37 17.     (W)   SCALED
 EH1533* NAVD 88 ORTHO HEIGHT -    54.030 (meters)      177.26  (feet) ADJUSTED
 EH1533  ______________________________________________________________________
 EH1533  GEOID HEIGHT    -        -25.975 (meters)                     GEOID18
 EH1533  DYNAMIC HEIGHT  -         53.977 (meters)      177.09  (feet) COMP
 EH1533  MODELED GRAVITY -    979,651.6   (mgal)                       NAVD 88
 EH1533
 EH1533  VERT ORDER      -  FIRST     CLASS II
 EH1533
 EH1533.The horizontal coordinates were scaled from a map and have
 EH1533.an estimated accuracy of +/- 6 seconds.
 EH1533
 EH1533.The orthometric height was determined by differential leveling and
 EH1533.adjusted by the NATIONAL GEODETIC SURVEY
 EH1533.in September 2023.
 EH1533
 EH1533.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1533.GEOID18 height accuracy estimate available here.
 EH1533
 EH1533.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT272674(NAD 83)
 EH1533
 EH1533                          SUPERSEDED SURVEY CONTROL
 EH1533
 EH1533  NAVD 88 (08/03/93)   54.100  (m)          177.49   (f) SUPERSEDED  1 2
 EH1533  NAVD 88 (06/15/91)   54.101  (m)          177.50   (f) SUPERSEDED  1 2
 EH1533  NGVD 29 (11/26/84)   54.174  (m)          177.74   (f) ADJUSTED    1 2
 EH1533
 EH1533.Superseded values are not recommended for survey control.
 EH1533
 EH1533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1533.See file dsdata.pdf to determine how the superseded data were derived.
 EH1533
 EH1533_MARKER: P = PIPE CAP
 EH1533_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1533_STAMPING: 14 A R 1930 177 B M
 EH1533_MARK LOGO: USACE
 EH1533_PROJECTION: PROJECTING 12 CENTIMETERS
 EH1533_MAGNETIC: P = MARKER IS A STEEL PIPE
 EH1533_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1533
 EH1533  HISTORY     - Date     Condition        Report By
 EH1533  HISTORY     - 1930     MONUMENTED       USACE
 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'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 = MARCH 20, 2026 22:17:28 EDT
 FG0273 ***********************************************************************
 FG0273  DESIGNATION -  14 B
 FG0273  PID         -  FG0273
 FG0273  STATE/COUNTY-  AR/FAULKNER
 FG0273  COUNTRY     -  US
 FG0273  USGS QUAD   -  DAMASCUS (2017)
 FG0273
 FG0273                         *CURRENT SURVEY CONTROL
 FG0273  ______________________________________________________________________
 FG0273* NAD 83(1997) POSITION- 35 17 20.73639(N) 092 23 10.17724(W)   ADJUSTED
 FG0273* NAVD 88 ORTHO HEIGHT -   197.664 (meters)      648.50  (feet) ADJUSTED
 FG0273  ______________________________________________________________________
 FG0273  GEOID HEIGHT    -        -27.998 (meters)                     GEOID18
 FG0273  LAPLACE CORR    -          3.08  (seconds)                    DEFLEC18
 FG0273  DYNAMIC HEIGHT  -        197.479 (meters)      647.90  (feet) COMP
 FG0273  MODELED GRAVITY -    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 and
 FG0273.adjusted by the NATIONAL GEODETIC SURVEY
 FG0273.in June 1991.
 FG0273
 FG0273.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0273.GEOID18 height accuracy estimate available here.
 FG0273
 FG0273.Click photographs - Photos may exist for this station.
 FG0273
 FG0273.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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 C                                     270 45 59.6
 FG0273:UTM  15      -  14 C                                     270 11 14.0
 FG0273
 FG0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV5581605275(NAD 83)
 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
 FG0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0273.See file dsdata.pdf to determine how the superseded data were derived.
 FG0273
 FG0273_MARKER: DD = SURVEY DISK
 FG0273_SETTING: 7 = 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FG0273+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2010
 FG0273
 FG0273  HISTORY     - Date     Condition        Report By
 FG0273  HISTORY     - UNK      MONUMENTED       USAF
 FG0273  HISTORY     - 1962     GOOD             CGS
 FG0273  HISTORY     - 20101026 GOOD             NGS
 FG0273
 FG0273                          STATION DESCRIPTION
 FG0273
 FG0273'DESCRIBED BY COAST AND 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.
 FG0273
 FG0273                          STATION RECOVERY (2010)
 FG0273
 FG0273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2010 (JBW)
 FG0273'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0805 ***********************************************************************
 FF0805  DESIGNATION -  14 N 5 E 24 DC
 FF0805  PID         -  FF0805
 FF0805  STATE/COUNTY-  AR/CRAIGHEAD
 FF0805  COUNTRY     -  US
 FF0805  USGS QUAD   -  NEEDHAM (2017)
 FF0805
 FF0805                         *CURRENT SURVEY CONTROL
 FF0805  ______________________________________________________________________
 FF0805* NAD 83(1986) POSITION- 35 49 33.     (N) 090 30 20.     (W)   SCALED
 FF0805* NAVD 88 ORTHO HEIGHT -    71.796 (meters)      235.55  (feet) POSTED
 FF0805  ______________________________________________________________________
 FF0805  GEOID HEIGHT    -        -27.976 (meters)                     GEOID18
 FF0805  DYNAMIC HEIGHT  -         71.74  (meters)      235.4   (feet) COMP
 FF0805  MODELED GRAVITY -    979,781.6   (mgal)                       NAVD 88
 FF0805
 FF0805  VERT ORDER      -  * POSTED, SEE BELOW
 FF0805
 FF0805.The horizontal coordinates were scaled from a 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
 FF0805.* This is a POSTED BENCH MARK height.
 FF0805
 FF0805.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0805.GEOID18 height accuracy estimate available here.
 FF0805
 FF0805.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV253675(NAD 83)
 FF0805
 FF0805                          SUPERSEDED SURVEY CONTROL
 FF0805
 FF0805  NGVD 29 (11/26/84)   71.732  (m)          235.34   (f) ADJUSTED    1 2
 FF0805
 FF0805.Superseded values are not recommended for survey control.
 FF0805
 FF0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0805.See file dsdata.pdf to determine how the superseded data were derived.
 FF0805
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1517 ***********************************************************************
 FF1517  DESIGNATION -  14 RB
 FF1517  PID         -  FF1517
 FF1517  STATE/COUNTY-  AR/WHITE
 FF1517  COUNTRY     -  US
 FF1517  USGS QUAD   -  SIDON (2017)
 FF1517
 FF1517                         *CURRENT SURVEY CONTROL
 FF1517  ______________________________________________________________________
 FF1517* NAD 83(1986) POSITION- 35 18 39.     (N) 091 58 32.     (W)   SCALED
 FF1517* NAVD 88 ORTHO HEIGHT -   237.198 (meters)      778.21  (feet) ADJUSTED
 FF1517  ______________________________________________________________________
 FF1517  GEOID HEIGHT    -        -27.496 (meters)                     GEOID18
 FF1517  DYNAMIC HEIGHT  -        236.977 (meters)      777.48  (feet) COMP
 FF1517  MODELED GRAVITY -    979,695.7   (mgal)                       NAVD 88
 FF1517
 FF1517  VERT ORDER      -  SECOND    CLASS 0
 FF1517
 FF1517.The horizontal coordinates were scaled from a map and have
 FF1517.an estimated accuracy of +/- 6 seconds.
 FF1517
 FF1517.The orthometric height was determined by differential leveling and
 FF1517.adjusted by the NATIONAL GEODETIC SURVEY
 FF1517.in June 1991.
 FF1517
 FF1517.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1517.GEOID18 height accuracy estimate available here.
 FF1517
 FF1517.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV931079(NAD 83)
 FF1517
 FF1517                          SUPERSEDED SURVEY CONTROL
 FF1517
 FF1517  NGVD 29 (11/26/84)  237.146  (m)          778.04   (f) ADJUSTED    2 0
 FF1517
 FF1517.Superseded values are not recommended for survey control.
 FF1517
 FF1517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1517.See file dsdata.pdf to determine how the superseded data were derived.
 FF1517
 FF1517_MARKER: DD = SURVEY DISK
 FF1517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1517_STAMPING: 14 RB 1962
 FF1517_MARK LOGO: USGS
 FF1517_PROJECTION: PROJECTING 3 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0122 ***********************************************************************
 FG0122  DESIGNATION -  14 RHM
 FG0122  PID         -  FG0122
 FG0122  STATE/COUNTY-  AR/FAULKNER
 FG0122  COUNTRY     -  US
 FG0122  USGS QUAD   -  HAMLET (2017)
 FG0122
 FG0122                         *CURRENT SURVEY CONTROL
 FG0122  ______________________________________________________________________
 FG0122* NAD 83(1986) POSITION- 35 06 26.     (N) 092 18 16.     (W)   SCALED
 FG0122* NAVD 88 ORTHO HEIGHT -   104.810 (meters)      343.86  (feet) ADJUSTED
 FG0122  ______________________________________________________________________
 FG0122  GEOID HEIGHT    -        -27.776 (meters)                     GEOID18
 FG0122  DYNAMIC HEIGHT  -        104.711 (meters)      343.54  (feet) COMP
 FG0122  MODELED GRAVITY -    979,696.6   (mgal)                       NAVD 88
 FG0122
 FG0122  VERT ORDER      -  SECOND    CLASS 0
 FG0122
 FG0122.The horizontal coordinates were scaled from a map and have
 FG0122.an estimated accuracy of +/- 6 seconds.
 FG0122
 FG0122.The orthometric height was determined by differential leveling and
 FG0122.adjusted by the NATIONAL GEODETIC SURVEY
 FG0122.in June 1991.
 FG0122
 FG0122.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0122.GEOID18 height accuracy estimate available here.
 FG0122
 FG0122.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU633851(NAD 83)
 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
 FG0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0122.See file dsdata.pdf to determine how the superseded data were derived.
 FG0122
 FG0122_MARKER: DB = BENCH MARK DISK
 FG0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0122_STAMPING: 14 RHM 1960
 FG0122_MARK LOGO: USGS
 FG0122_PROJECTION: PROJECTING 20 CENTIMETERS
 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             CGS
 FG0122  HISTORY     - 20081208 MARK NOT FOUND   ARHD
 FG0122
 FG0122                          STATION DESCRIPTION
 FG0122
 FG0122'DESCRIBED BY COAST AND 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.
 FG0122
 FG0122                          STATION RECOVERY (2008)
 FG0122
 FG0122'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2008 (WDA)
 FG0122'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1393 ***********************************************************************
 EH1393  DESIGNATION -  14 W
 EH1393  PID         -  EH1393
 EH1393  STATE/COUNTY-  AR/ARKANSAS
 EH1393  COUNTRY     -  US
 EH1393  USGS QUAD   -  DE WITT NE (2017)
 EH1393
 EH1393                         *CURRENT SURVEY CONTROL
 EH1393  ______________________________________________________________________
 EH1393* NAD 83(1986) POSITION- 34 23 11.     (N) 091 20 50.     (W)   SCALED
 EH1393* NAVD 88 ORTHO HEIGHT -    61.366 (meters)      201.33  (feet) ADJUSTED
 EH1393  ______________________________________________________________________
 EH1393  GEOID HEIGHT    -        -26.548 (meters)                     GEOID18
 EH1393  DYNAMIC HEIGHT  -         61.307 (meters)      201.14  (feet) COMP
 EH1393  MODELED GRAVITY -    979,671.0   (mgal)                       NAVD 88
 EH1393
 EH1393  VERT ORDER      -  FIRST     CLASS II
 EH1393
 EH1393.The horizontal coordinates were scaled from a map and have
 EH1393.an estimated accuracy of +/- 6 seconds.
 EH1393
 EH1393.The orthometric height was determined by differential leveling and
 EH1393.adjusted by the NATIONAL GEODETIC SURVEY
 EH1393.in August 1993.
 EH1393
 EH1393.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1393.GEOID18 height accuracy estimate available here.
 EH1393
 EH1393.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU519062(NAD 83)
 EH1393
 EH1393                          SUPERSEDED SURVEY CONTROL
 EH1393
 EH1393  NAVD 88 (06/15/91)   61.429  (m)          201.54   (f) SUPERSEDED  1 2
 EH1393  NGVD 29 (11/26/84)   61.436  (m)          201.56   (f) ADJUSTED    1 2
 EH1393
 EH1393.Superseded values are not recommended for survey control.
 EH1393
 EH1393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1393.See file dsdata.pdf to determine how the superseded data were derived.
 EH1393
 EH1393_MARKER: DD = SURVEY DISK
 EH1393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1393_STAMPING: 14 W 1928
 EH1393_MARK LOGO: USGS
 EH1393_PROJECTION: FLUSH
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1749 ***********************************************************************
 EH1749  DESIGNATION -  14/15
 EH1749  PID         -  EH1749
 EH1749  STATE/COUNTY-  AR/JEFFERSON
 EH1749  COUNTRY     -  US
 EH1749  USGS QUAD   -  MOSCOW (2017)
 EH1749
 EH1749                         *CURRENT SURVEY CONTROL
 EH1749  ______________________________________________________________________
 EH1749* NAD 83(1986) POSITION- 34 13 15.     (N) 091 49 05.     (W)   SCALED
 EH1749* NAVD 88 ORTHO HEIGHT -    61.506 (meters)      201.79  (feet) ADJUSTED
 EH1749  ______________________________________________________________________
 EH1749  GEOID HEIGHT    -        -26.028 (meters)                     GEOID18
 EH1749  DYNAMIC HEIGHT  -         61.446 (meters)      201.59  (feet) COMP
 EH1749  MODELED GRAVITY -    979,664.4   (mgal)                       NAVD 88
 EH1749
 EH1749  VERT ORDER      -  SECOND    CLASS 0
 EH1749
 EH1749.The horizontal coordinates were scaled from a map and have
 EH1749.an estimated accuracy of +/- 6 seconds.
 EH1749
 EH1749.The orthometric height was determined by differential leveling and
 EH1749.adjusted by the NATIONAL GEODETIC SURVEY
 EH1749.in August 1993.
 EH1749
 EH1749.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1749.GEOID18 height accuracy estimate available here.
 EH1749
 EH1749.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT088872(NAD 83)
 EH1749
 EH1749                          SUPERSEDED SURVEY CONTROL
 EH1749
 EH1749  NAVD 88 (06/15/91)   61.518  (m)          201.83   (f) SUPERSEDED  2 0
 EH1749  NGVD 29 (11/26/84)   61.550  (m)          201.94   (f) ADJUSTED    2 0
 EH1749
 EH1749.Superseded values are not recommended for survey control.
 EH1749
 EH1749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1749.See file dsdata.pdf to determine how the superseded data were derived.
 EH1749
 EH1749_MARKER: P = PIPE CAP
 EH1749_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1749_STAMPING: B M 14/15
 EH1749_MARK LOGO: USACE
 EH1749_MAGNETIC: P = MARKER IS A STEEL PIPE
 EH1749_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1749
 EH1749  HISTORY     - Date     Condition        Report By
 EH1749  HISTORY     - UNK      MONUMENTED       USACE
 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 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 = MARCH 20, 2026 22:17:28 EDT
 FG0782 ***********************************************************************
 FG0782  DESIGNATION -  1400.1
 FG0782  PID         -  FG0782
 FG0782  STATE/COUNTY-  AR/NEWTON
 FG0782  COUNTRY     -  US
 FG0782  USGS QUAD   -  MOUNT JUDEA (2017)
 FG0782
 FG0782                         *CURRENT SURVEY CONTROL
 FG0782  ______________________________________________________________________
 FG0782* NAD 83(1986) POSITION- 35 55 49.     (N) 093 02 24.     (W)   SCALED
 FG0782* NAVD 88 ORTHO HEIGHT -   426.846 (meters)     1400.41  (feet) ADJUSTED
 FG0782  ______________________________________________________________________
 FG0782  GEOID HEIGHT    -        -28.217 (meters)                     GEOID18
 FG0782  DYNAMIC HEIGHT  -        426.458 (meters)     1399.14  (feet) COMP
 FG0782  MODELED GRAVITY -    979,711.6   (mgal)                       NAVD 88
 FG0782
 FG0782  VERT ORDER      -  SECOND    CLASS 0
 FG0782
 FG0782.The horizontal coordinates were scaled from a map and have
 FG0782.an estimated accuracy of +/- 6 seconds.
 FG0782
 FG0782.The orthometric height was determined by differential leveling and
 FG0782.adjusted by the NATIONAL GEODETIC SURVEY
 FG0782.in June 1991.
 FG0782
 FG0782.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0782.GEOID18 height accuracy estimate available here.
 FG0782
 FG0782.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV963762(NAD 83)
 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
 FG0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0782.See file dsdata.pdf to determine how the superseded data were derived.
 FG0782
 FG0782_MARKER: N = NAIL
 FG0782_SETTING: 33 = WOODEN OBJECT (DRIVEN IN A PILE, POLE, TREE OR STUMP)
 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             CGS
 FG0782
 FG0782                          STATION DESCRIPTION
 FG0782
 FG0782'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG0927 ***********************************************************************
 FG0927  DESIGNATION -  1417.5
 FG0927  PID         -  FG0927
 FG0927  STATE/COUNTY-  AR/POPE
 FG0927  COUNTRY     -  US
 FG0927  USGS QUAD   -  TREAT (2017)
 FG0927
 FG0927                         *CURRENT SURVEY CONTROL
 FG0927  ______________________________________________________________________
 FG0927* NAD 83(1986) POSITION- 35 33 04.     (N) 093 10 59.     (W)   SCALED
 FG0927* NAVD 88 ORTHO HEIGHT -   432.258 (meters)     1418.17  (feet) ADJUSTED
 FG0927  ______________________________________________________________________
 FG0927  GEOID HEIGHT    -        -28.645 (meters)                     GEOID18
 FG0927  DYNAMIC HEIGHT  -        431.839 (meters)     1416.79  (feet) COMP
 FG0927  MODELED GRAVITY -    979,649.3   (mgal)                       NAVD 88
 FG0927
 FG0927  VERT ORDER      -  SECOND    CLASS 0
 FG0927
 FG0927.The horizontal coordinates were scaled from a map and have
 FG0927.an estimated accuracy of +/- 6 seconds.
 FG0927
 FG0927.The orthometric height was determined by differential leveling and
 FG0927.adjusted by the NATIONAL GEODETIC SURVEY
 FG0927.in June 1991.
 FG0927
 FG0927.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0927.GEOID18 height accuracy estimate available here.
 FG0927
 FG0927.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV834341(NAD 83)
 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
 FG0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0927.See file dsdata.pdf to determine how the superseded data were derived.
 FG0927
 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             CGS
 FG0927
 FG0927                          STATION DESCRIPTION
 FG0927
 FG0927'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 GF0497 ***********************************************************************
 GF0497  DESIGNATION -  1461
 GF0497  PID         -  GF0497
 GF0497  STATE/COUNTY-  AR/CARROLL
 GF0497  COUNTRY     -  US
 GF0497  USGS QUAD   -  EUREKA SPRINGS (2017)
 GF0497
 GF0497                         *CURRENT SURVEY CONTROL
 GF0497  ______________________________________________________________________
 GF0497* NAD 83(1986) POSITION- 36 24 30.27   (N) 093 44 13.46   (W)   HD_HELD1
 GF0497* NAVD 88 ORTHO HEIGHT -   444.829 (meters)     1459.41  (feet) ADJUSTED
 GF0497  ______________________________________________________________________
 GF0497  GEOID HEIGHT    -        -28.261 (meters)                     GEOID18
 GF0497  DYNAMIC HEIGHT  -        444.436 (meters)     1458.12  (feet) COMP
 GF0497  MODELED GRAVITY -    979,733.9   (mgal)                       NAVD 88
 GF0497
 GF0497  VERT ORDER      -  SECOND    CLASS 0
 GF0497
 GF0497.The horizontal coordinates were determined by differentially corrected
 GF0497.hand held GPS observations or other comparable positioning techniques
 GF0497.and have an estimated accuracy of +/- 3 meters.
 GF0497
 GF0497.The orthometric height was determined by differential leveling and
 GF0497.adjusted by the NATIONAL GEODETIC SURVEY
 GF0497.in June 1991.
 GF0497
 GF0497.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0497.GEOID18 height accuracy estimate available here.
 GF0497
 GF0497.Click photographs - Photos may exist for this station.
 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     -   231,598.0     244,192.7     MT  (+/- 3 meters HH1 GPS) 
 GF0497
 GF0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA3391329500(NAD 83)
 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
 GF0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0497.See file dsdata.pdf to determine how the superseded data were derived.
 GF0497
 GF0497_MARKER: DB = BENCH MARK DISK
 GF0497_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GF0497_SP_SET: BLDG
 GF0497_STAMPING: 1461 FTVL
 GF0497_MARK LOGO: USGS
 GF0497_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GF0497_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GF0497+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2017
 GF0497
 GF0497  HISTORY     - Date     Condition        Report By
 GF0497  HISTORY     - 1900     MONUMENTED       USGS
 GF0497  HISTORY     - 1940     GOOD             CGS
 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  HISTORY     - 20090414 GOOD             GEOCAC
 GF0497  HISTORY     - 20130807 GOOD             GEOCAC
 GF0497  HISTORY     - 20150210 GOOD             ARHD
 GF0497  HISTORY     - 20170822 GOOD             USPSQD
 GF0497
 GF0497                          STATION DESCRIPTION
 GF0497
 GF0497'DESCRIBED BY COAST AND 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.
 GF0497
 GF0497                          STATION RECOVERY (2009)
 GF0497
 GF0497'RECOVERY NOTE BY GEOCACHING 2009 (CB)
 GF0497'RECOVERED IN GOOD CONDITION.
 GF0497
 GF0497                          STATION RECOVERY (2013)
 GF0497
 GF0497'RECOVERY NOTE BY GEOCACHING 2013 (BF)
 GF0497'STATION DESCRIPTION SHOULD BE MODIFIED. STATION IS AT THE CRESCENT
 GF0497'HOTEL, FORMERLY THE BAKER HOSPITAL.
 GF0497
 GF0497                          STATION RECOVERY (2015)
 GF0497
 GF0497'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (BAB)
 GF0497'RECOVERED IN GOOD CONDITION.
 GF0497
 GF0497                          STATION RECOVERY (2017)
 GF0497
 GF0497'RECOVERY NOTE BY US POWER SQUADRON 2017 (RP)
 GF0497'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0712 ***********************************************************************
 FG0712  DESIGNATION -  1467.1
 FG0712  PID         -  FG0712
 FG0712  STATE/COUNTY-  AR/NEWTON
 FG0712  COUNTRY     -  US
 FG0712  USGS QUAD   -  MOUNT JUDEA (2017)
 FG0712
 FG0712                         *CURRENT SURVEY CONTROL
 FG0712  ______________________________________________________________________
 FG0712* NAD 83(1986) POSITION- 35 55 45.     (N) 093 01 31.     (W)   SCALED
 FG0712* NAVD 88 ORTHO HEIGHT -   447.300 (meters)     1467.52  (feet) ADJUSTED
 FG0712  ______________________________________________________________________
 FG0712  GEOID HEIGHT    -        -28.216 (meters)                     GEOID18
 FG0712  DYNAMIC HEIGHT  -        446.894 (meters)     1466.18  (feet) COMP
 FG0712  MODELED GRAVITY -    979,711.3   (mgal)                       NAVD 88
 FG0712
 FG0712  VERT ORDER      -  SECOND    CLASS 0
 FG0712
 FG0712.The horizontal coordinates were scaled from a map and have
 FG0712.an estimated accuracy of +/- 6 seconds.
 FG0712
 FG0712.The orthometric height was determined by differential leveling and
 FG0712.adjusted by the NATIONAL GEODETIC SURVEY
 FG0712.in June 1991.
 FG0712
 FG0712.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0712.GEOID18 height accuracy estimate available here.
 FG0712
 FG0712.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV977760(NAD 83)
 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
 FG0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0712.See file dsdata.pdf to determine how the superseded data were derived.
 FG0712
 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             CGS
 FG0712
 FG0712                          STATION DESCRIPTION
 FG0712
 FG0712'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 GF0316 ***********************************************************************
 GF0316  DESIGNATION -  1489
 GF0316  PID         -  GF0316
 GF0316  STATE/COUNTY-  AR/BOONE
 GF0316  COUNTRY     -  US
 GF0316  USGS QUAD   -  BATAVIA (2017)
 GF0316
 GF0316                         *CURRENT SURVEY CONTROL
 GF0316  ______________________________________________________________________
 GF0316* NAD 83(1986) POSITION- 36 15 22.56   (N) 093 13 12.66   (W)   HD_HELD1
 GF0316* NAVD 88 ORTHO HEIGHT -   452.914 (meters)     1485.94  (feet) ADJUSTED
 GF0316  ______________________________________________________________________
 GF0316  GEOID HEIGHT    -        -28.213 (meters)                     GEOID18
 GF0316  DYNAMIC HEIGHT  -        452.501 (meters)     1484.58  (feet) COMP
 GF0316  MODELED GRAVITY -    979,706.2   (mgal)                       NAVD 88
 GF0316
 GF0316  VERT ORDER      -  FIRST     CLASS II
 GF0316
 GF0316.The horizontal coordinates were determined by differentially corrected
 GF0316.hand held GPS observations or other comparable positioning techniques
 GF0316.and have an estimated accuracy of +/- 3 meters.
 GF0316
 GF0316.The orthometric height was determined by differential leveling and
 GF0316.adjusted by the NATIONAL GEODETIC SURVEY
 GF0316.in June 1991.
 GF0316
 GF0316.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0316.GEOID18 height accuracy estimate available here.
 GF0316
 GF0316.Click photographs - Photos may exist for this station.
 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     -   214,020.2     290,343.1     MT  (+/- 3 meters HH1 GPS) 
 GF0316
 GF0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA8021912395(NAD 83)
 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
 GF0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0316.See file dsdata.pdf to determine how the superseded data were derived.
 GF0316
 GF0316_MARKER: P = PIPE CAP
 GF0316_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GF0316_STAMPING: ELEV. 1485.502
 GF0316_MARK LOGO: USGS
 GF0316_MAGNETIC: P = MARKER IS A STEEL PIPE
 GF0316_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0316_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0316+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2015
 GF0316
 GF0316  HISTORY     - Date     Condition        Report By
 GF0316  HISTORY     - 1902     MONUMENTED       USGS
 GF0316  HISTORY     - 1935     GOOD             CGS
 GF0316  HISTORY     - 20150203 GOOD             ARHD
 GF0316
 GF0316                          STATION DESCRIPTION
 GF0316
 GF0316'DESCRIBED BY COAST AND 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.
 GF0316
 GF0316                          STATION RECOVERY (2015)
 GF0316
 GF0316'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (WDA)
 GF0316'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GE0545 ***********************************************************************
 GE0545  DESIGNATION -  15
 GE0545  PID         -  GE0545
 GE0545  STATE/COUNTY-  AR/IZARD
 GE0545  COUNTRY     -  US
 GE0545  USGS QUAD   -  MELBOURNE (2017)
 GE0545
 GE0545                         *CURRENT SURVEY CONTROL
 GE0545  ______________________________________________________________________
 GE0545* NAD 83(1986) POSITION- 36 03 30.     (N) 091 54 23.     (W)   SCALED
 GE0545* NAVD 88 ORTHO HEIGHT -   186.253 (meters)      611.07  (feet) ADJUSTED
 GE0545  ______________________________________________________________________
 GE0545  GEOID HEIGHT    -        -27.884 (meters)                     GEOID18
 GE0545  DYNAMIC HEIGHT  -        186.093 (meters)      610.54  (feet) COMP
 GE0545  MODELED GRAVITY -    979,771.9   (mgal)                       NAVD 88
 GE0545
 GE0545  VERT ORDER      -  SECOND    CLASS 0
 GE0545
 GE0545.The horizontal coordinates were scaled from a map and have
 GE0545.an estimated accuracy of +/- 6 seconds.
 GE0545
 GE0545.The orthometric height was determined by differential leveling and
 GE0545.adjusted by the NATIONAL GEODETIC SURVEY
 GE0545.in June 1991.
 GE0545
 GE0545.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0545.GEOID18 height accuracy estimate available here.
 GE0545
 GE0545.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV984909(NAD 83)
 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
 GE0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0545.See file dsdata.pdf to determine how the superseded data were derived.
 GE0545
 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             CGS
 GE0545  HISTORY     - 1935     GOOD             CGS
 GE0545  HISTORY     - 20060927 MARK NOT FOUND   JCLS
 GE0545
 GE0545                          STATION DESCRIPTION
 GE0545
 GE0545'DESCRIBED BY COAST AND 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG0237 ***********************************************************************
 FG0237  DESIGNATION -  15 B
 FG0237  PID         -  FG0237
 FG0237  STATE/COUNTY-  AR/VAN BUREN
 FG0237  COUNTRY     -  US
 FG0237  USGS QUAD   -  BEE BRANCH (2017)
 FG0237
 FG0237                         *CURRENT SURVEY CONTROL
 FG0237  ______________________________________________________________________
 FG0237* NAD 83(1997) POSITION- 35 24 46.39200(N) 092 24 02.29644(W)   ADJUSTED
 FG0237* NAVD 88 ORTHO HEIGHT -   216.459 (meters)      710.17  (feet) ADJUSTED
 FG0237  ______________________________________________________________________
 FG0237  GEOID HEIGHT    -        -27.944 (meters)                     GEOID18
 FG0237  LAPLACE CORR    -          2.95  (seconds)                    DEFLEC18
 FG0237  DYNAMIC HEIGHT  -        216.257 (meters)      709.50  (feet) COMP
 FG0237  MODELED GRAVITY -    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 and
 FG0237.adjusted by the NATIONAL GEODETIC SURVEY
 FG0237.in June 1991.
 FG0237
 FG0237.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0237.GEOID18 height accuracy estimate available here.
 FG0237
 FG0237.Click photographs - Photos may exist for this station.
 FG0237
 FG0237.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV5441618997(NAD 83)
 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
 FG0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0237.See file dsdata.pdf to determine how the superseded data were derived.
 FG0237
 FG0237_MARKER: DD = SURVEY DISK
 FG0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0237_STAMPING: 15 B
 FG0237_PROJECTION: PROJECTING 152 CENTIMETERS
 FG0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0237+STABILITY: SURFACE MOTION
 FG0237_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FG0237+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2015
 FG0237
 FG0237  HISTORY     - Date     Condition        Report By
 FG0237  HISTORY     - UNK      MONUMENTED       USAF
 FG0237  HISTORY     - 1962     GOOD             CGS
 FG0237  HISTORY     - 20091218 GOOD             ARHD
 FG0237  HISTORY     - 20150831 GOOD             ARHD
 FG0237
 FG0237                          STATION DESCRIPTION
 FG0237
 FG0237'DESCRIBED BY COAST AND 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.
 FG0237
 FG0237                          STATION RECOVERY (2009)
 FG0237
 FG0237'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2009 (VJB)
 FG0237'RECOVERED IN GOOD CONDITION.
 FG0237
 FG0237                          STATION RECOVERY (2015)
 FG0237
 FG0237'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 FG0237'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0236 ***********************************************************************
 FG0236  DESIGNATION -  15 B AZ MK
 FG0236  PID         -  FG0236
 FG0236  STATE/COUNTY-  AR/VAN BUREN
 FG0236  COUNTRY     -  US
 FG0236  USGS QUAD   -  BEE BRANCH (2017)
 FG0236
 FG0236                         *CURRENT SURVEY CONTROL
 FG0236  ______________________________________________________________________
 FG0236* NAD 83(1986) POSITION- 35 24 52.     (N) 092 23 35.     (W)   SCALED
 FG0236* NAVD 88 ORTHO HEIGHT -   222.066 (meters)      728.56  (feet) ADJUSTED
 FG0236  ______________________________________________________________________
 FG0236  GEOID HEIGHT    -        -27.929 (meters)                     GEOID18
 FG0236  DYNAMIC HEIGHT  -        221.860 (meters)      727.89  (feet) COMP
 FG0236  MODELED GRAVITY -    979,699.5   (mgal)                       NAVD 88
 FG0236
 FG0236  VERT ORDER      -  SECOND    CLASS 0
 FG0236
 FG0236.The horizontal coordinates were scaled from a map and have
 FG0236.an estimated accuracy of +/- 6 seconds.
 FG0236
 FG0236.The orthometric height was determined by differential leveling and
 FG0236.adjusted by the NATIONAL GEODETIC SURVEY
 FG0236.in June 1991.
 FG0236
 FG0236.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0236.GEOID18 height accuracy estimate available here.
 FG0236
 FG0236.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV551191(NAD 83)
 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
 FG0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0236.See file dsdata.pdf to determine how the superseded data were derived.
 FG0236
 FG0236_MARKER: DZ = AZIMUTH MARK DISK
 FG0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0236_STAMPING: 15 B 1962
 FG0236_MARK LOGO: CGS
 FG0236_PROJECTION: PROJECTING 10 CENTIMETERS
 FG0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0236+STABILITY: SURFACE MOTION
 FG0236_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FG0236+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2015
 FG0236
 FG0236  HISTORY     - Date     Condition        Report By
 FG0236  HISTORY     - 1962     MONUMENTED       CGS
 FG0236  HISTORY     - 20091218 GOOD             ARHD
 FG0236  HISTORY     - 20150831 GOOD             ARHD
 FG0236
 FG0236                          STATION DESCRIPTION
 FG0236
 FG0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 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.
 FG0236
 FG0236                          STATION RECOVERY (2009)
 FG0236
 FG0236'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2009 (VJB)
 FG0236'RECOVERED IN GOOD CONDITION.
 FG0236
 FG0236                          STATION RECOVERY (2015)
 FG0236
 FG0236'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 FG0236'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 AA9334 ***********************************************************************
 AA9334  DESIGNATION -  15 FAH
 AA9334  PID         -  AA9334
 AA9334  STATE/COUNTY-  AR/MISSISSIPPI
 AA9334  COUNTRY     -  US
 AA9334  USGS QUAD   -  FRENCHMANS BAYOU (2017)
 AA9334
 AA9334                         *CURRENT SURVEY CONTROL
 AA9334  ______________________________________________________________________
 AA9334* NAD 83(1986) POSITION- 35 28 04.     (N) 090 10 57.     (W)   SCALED
 AA9334* NAVD 88 ORTHO HEIGHT -    69.723 (meters)      228.75  (feet) ADJUSTED
 AA9334  ______________________________________________________________________
 AA9334  GEOID HEIGHT    -        -27.616 (meters)                     GEOID18
 AA9334  DYNAMIC HEIGHT  -         69.662 (meters)      228.55  (feet) COMP
 AA9334  MODELED GRAVITY -    979,754.8   (mgal)                       NAVD 88
 AA9334
 AA9334  VERT ORDER      -  SECOND    CLASS I
 AA9334
 AA9334.The horizontal coordinates were scaled from a map and have
 AA9334.an estimated accuracy of +/- 6 seconds.
 AA9334
 AA9334.The orthometric height was determined by differential leveling and
 AA9334.adjusted by the NATIONAL GEODETIC SURVEY
 AA9334.in July 2002.
 AA9334
 AA9334.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA9334.GEOID18 height accuracy estimate available here.
 AA9334
 AA9334.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV556285(NAD 83)
 AA9334
 AA9334                          SUPERSEDED SURVEY CONTROL
 AA9334
 AA9334.No superseded survey control is available for this station.
 AA9334
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0123 ***********************************************************************
 FG0123  DESIGNATION -  15 RHM
 FG0123  PID         -  FG0123
 FG0123  STATE/COUNTY-  AR/FAULKNER
 FG0123  COUNTRY     -  US
 FG0123  USGS QUAD   -  HAMLET (2017)
 FG0123
 FG0123                         *CURRENT SURVEY CONTROL
 FG0123  ______________________________________________________________________
 FG0123* NAD 83(1986) POSITION- 35 06 49.     (N) 092 17 21.     (W)   SCALED
 FG0123* NAVD 88 ORTHO HEIGHT -   101.589 (meters)      333.30  (feet) ADJUSTED
 FG0123  ______________________________________________________________________
 FG0123  GEOID HEIGHT    -        -27.764 (meters)                     GEOID18
 FG0123  DYNAMIC HEIGHT  -        101.494 (meters)      332.98  (feet) COMP
 FG0123  MODELED GRAVITY -    979,697.5   (mgal)                       NAVD 88
 FG0123
 FG0123  VERT ORDER      -  SECOND    CLASS 0
 FG0123
 FG0123.The horizontal coordinates were scaled from a map and have
 FG0123.an estimated accuracy of +/- 6 seconds.
 FG0123
 FG0123.The orthometric height was determined by differential leveling and
 FG0123.adjusted by the NATIONAL GEODETIC SURVEY
 FG0123.in June 1991.
 FG0123
 FG0123.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0123.GEOID18 height accuracy estimate available here.
 FG0123
 FG0123.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU647858(NAD 83)
 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
 FG0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0123.See file dsdata.pdf to determine how the superseded data were derived.
 FG0123
 FG0123_MARKER: DB = BENCH MARK DISK
 FG0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0123_STAMPING: 15 RHM 1960
 FG0123_MARK LOGO: USGS
 FG0123_PROJECTION: PROJECTING 15 CENTIMETERS
 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             CGS
 FG0123  HISTORY     - 20081208 MARK NOT FOUND   ARHD
 FG0123
 FG0123                          STATION DESCRIPTION
 FG0123
 FG0123'DESCRIBED BY COAST AND 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.
 FG0123
 FG0123                          STATION RECOVERY (2008)
 FG0123
 FG0123'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2008 (WDA)
 FG0123'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1748 ***********************************************************************
 EH1748  DESIGNATION -  15/16
 EH1748  PID         -  EH1748
 EH1748  STATE/COUNTY-  AR/JEFFERSON
 EH1748  COUNTRY     -  US
 EH1748  USGS QUAD   -  MOSCOW (2017)
 EH1748
 EH1748                         *CURRENT SURVEY CONTROL
 EH1748  ______________________________________________________________________
 EH1748* NAD 83(1986) POSITION- 34 13 12.     (N) 091 48 05.     (W)   SCALED
 EH1748* NAVD 88 ORTHO HEIGHT -    61.344 (meters)      201.26  (feet) ADJUSTED
 EH1748  ______________________________________________________________________
 EH1748  GEOID HEIGHT    -        -26.034 (meters)                     GEOID18
 EH1748  DYNAMIC HEIGHT  -         61.285 (meters)      201.07  (feet) COMP
 EH1748  MODELED GRAVITY -    979,663.9   (mgal)                       NAVD 88
 EH1748
 EH1748  VERT ORDER      -  SECOND    CLASS 0
 EH1748
 EH1748.The horizontal coordinates were scaled from a map and have
 EH1748.an estimated accuracy of +/- 6 seconds.
 EH1748
 EH1748.The orthometric height was determined by differential leveling and
 EH1748.adjusted by the NATIONAL GEODETIC SURVEY
 EH1748.in August 1993.
 EH1748
 EH1748.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1748.GEOID18 height accuracy estimate available here.
 EH1748
 EH1748.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT104871(NAD 83)
 EH1748
 EH1748                          SUPERSEDED SURVEY CONTROL
 EH1748
 EH1748  NAVD 88 (06/15/91)   61.357  (m)          201.30   (f) SUPERSEDED  2 0
 EH1748  NGVD 29 (11/26/84)   61.390  (m)          201.41   (f) ADJUSTED    2 0
 EH1748
 EH1748.Superseded values are not recommended for survey control.
 EH1748
 EH1748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1748.See file dsdata.pdf to determine how the superseded data were derived.
 EH1748
 EH1748_MARKER: P = PIPE CAP
 EH1748_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1748_STAMPING: B M 15/16
 EH1748_MARK LOGO: USACE
 EH1748_MAGNETIC: P = MARKER IS A STEEL PIPE
 EH1748_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1748
 EH1748  HISTORY     - Date     Condition        Report By
 EH1748  HISTORY     - UNK      MONUMENTED       USACE
 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 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 = MARCH 20, 2026 22:17:28 EDT
 EH1747 ***********************************************************************
 EH1747  DESIGNATION -  15/16 REF
 EH1747  PID         -  EH1747
 EH1747  STATE/COUNTY-  AR/JEFFERSON
 EH1747  COUNTRY     -  US
 EH1747  USGS QUAD   -  MOSCOW (2017)
 EH1747
 EH1747                         *CURRENT SURVEY CONTROL
 EH1747  ______________________________________________________________________
 EH1747* NAD 83(1986) POSITION- 34 13 09.     (N) 091 47 59.     (W)   SCALED
 EH1747* NAVD 88 ORTHO HEIGHT -    60.912 (meters)      199.84  (feet) ADJUSTED
 EH1747  ______________________________________________________________________
 EH1747  GEOID HEIGHT    -        -26.033 (meters)                     GEOID18
 EH1747  DYNAMIC HEIGHT  -         60.853 (meters)      199.65  (feet) COMP
 EH1747  MODELED GRAVITY -    979,663.8   (mgal)                       NAVD 88
 EH1747
 EH1747  VERT ORDER      -  SECOND    CLASS 0
 EH1747
 EH1747.The horizontal coordinates were scaled from a map and have
 EH1747.an estimated accuracy of +/- 6 seconds.
 EH1747
 EH1747.The orthometric height was determined by differential leveling and
 EH1747.adjusted by the NATIONAL GEODETIC SURVEY
 EH1747.in August 1993.
 EH1747
 EH1747.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1747.GEOID18 height accuracy estimate available here.
 EH1747
 EH1747.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT105871(NAD 83)
 EH1747
 EH1747                          SUPERSEDED SURVEY CONTROL
 EH1747
 EH1747  NAVD 88 (06/15/91)   60.926  (m)          199.89   (f) SUPERSEDED  2 0
 EH1747  NGVD 29 (11/26/84)   60.958  (m)          199.99   (f) ADJUSTED    2 0
 EH1747
 EH1747.Superseded values are not recommended for survey control.
 EH1747
 EH1747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1747.See file dsdata.pdf to determine how the superseded data were derived.
 EH1747
 EH1747_MARKER: P = PIPE CAP
 EH1747_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1747_STAMPING: B M REF 15/16
 EH1747_MARK LOGO: USACE
 EH1747_MAGNETIC: P = MARKER IS A STEEL PIPE
 EH1747_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1747
 EH1747  HISTORY     - Date     Condition        Report By
 EH1747  HISTORY     - UNK      MONUMENTED       USACE
 EH1747  HISTORY     - 1940     GOOD             CGS
 EH1747
 EH1747                          STATION DESCRIPTION
 EH1747
 EH1747'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0261 ***********************************************************************
 FF0261  DESIGNATION -  150/151
 FF0261  PID         -  FF0261
 FF0261  STATE/COUNTY-  AR/CRITTENDEN
 FF0261  COUNTRY     -  US
 FF0261  USGS QUAD   -  NORTHWEST MEMPHIS (2019)
 FF0261
 FF0261                         *CURRENT SURVEY CONTROL
 FF0261  ______________________________________________________________________
 FF0261* NAD 83(1986) POSITION- 35 09 12.     (N) 090 06 56.     (W)   SCALED
 FF0261* NAVD 88 ORTHO HEIGHT -    64.917 (meters)      212.98  (feet) ADJUSTED
 FF0261  ______________________________________________________________________
 FF0261  GEOID HEIGHT    -        -27.327 (meters)                     GEOID18
 FF0261  DYNAMIC HEIGHT  -         64.858 (meters)      212.79  (feet) COMP
 FF0261  MODELED GRAVITY -    979,731.7   (mgal)                       NAVD 88
 FF0261
 FF0261  VERT ORDER      -  FIRST     CLASS II
 FF0261
 FF0261.The horizontal coordinates were scaled from a map and have
 FF0261.an estimated accuracy of +/- 6 seconds.
 FF0261
 FF0261.The orthometric height was determined by differential leveling and
 FF0261.adjusted by the NATIONAL GEODETIC SURVEY
 FF0261.in June 1991.
 FF0261
 FF0261.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0261.GEOID18 height accuracy estimate available here.
 FF0261
 FF0261.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU627938(NAD 83)
 FF0261
 FF0261                          SUPERSEDED SURVEY CONTROL
 FF0261
 FF0261  NGVD 29 (11/26/84)   64.872  (m)          212.83   (f) ADJUSTED    1 2
 FF0261
 FF0261.Superseded values are not recommended for survey control.
 FF0261
 FF0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0261.See file dsdata.pdf to determine how the superseded data were derived.
 FF0261
 FF0261_MARKER: P = PIPE CAP
 FF0261_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF0261_STAMPING: BM 150/151 1948
 FF0261_MARK LOGO: USACE
 FF0261_MAGNETIC: P = MARKER IS A STEEL PIPE
 FF0261_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0261
 FF0261  HISTORY     - Date     Condition        Report By
 FF0261  HISTORY     - 1948     MONUMENTED       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0260 ***********************************************************************
 FF0260  DESIGNATION -  150/151 REF
 FF0260  PID         -  FF0260
 FF0260  STATE/COUNTY-  AR/CRITTENDEN
 FF0260  COUNTRY     -  US
 FF0260  USGS QUAD   -  NORTHWEST MEMPHIS (2019)
 FF0260
 FF0260                         *CURRENT SURVEY CONTROL
 FF0260  ______________________________________________________________________
 FF0260* NAD 83(1986) POSITION- 35 09 12.     (N) 090 06 56.     (W)   SCALED
 FF0260* NAVD 88 ORTHO HEIGHT -    65.164 (meters)      213.79  (feet) ADJUSTED
 FF0260  ______________________________________________________________________
 FF0260  GEOID HEIGHT    -        -27.327 (meters)                     GEOID18
 FF0260  DYNAMIC HEIGHT  -         65.105 (meters)      213.60  (feet) COMP
 FF0260  MODELED GRAVITY -    979,731.7   (mgal)                       NAVD 88
 FF0260
 FF0260  VERT ORDER      -  FIRST     CLASS II
 FF0260
 FF0260.The horizontal coordinates were scaled from a map and have
 FF0260.an estimated accuracy of +/- 6 seconds.
 FF0260
 FF0260.The orthometric height was determined by differential leveling and
 FF0260.adjusted by the NATIONAL GEODETIC SURVEY
 FF0260.in June 1991.
 FF0260
 FF0260.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0260.GEOID18 height accuracy estimate available here.
 FF0260
 FF0260.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU627938(NAD 83)
 FF0260
 FF0260                          SUPERSEDED SURVEY CONTROL
 FF0260
 FF0260  NGVD 29 (11/26/84)   65.127  (m)          213.67   (f) ADJUSTED    1 2
 FF0260
 FF0260.Superseded values are not recommended for survey control.
 FF0260
 FF0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0260.See file dsdata.pdf to determine how the superseded data were derived.
 FF0260
 FF0260_MARKER: P = PIPE CAP
 FF0260_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF0260_STAMPING: REF 150/151 1948
 FF0260_MARK LOGO: USACE
 FF0260_MAGNETIC: P = MARKER IS A STEEL PIPE
 FF0260_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0260
 FF0260  HISTORY     - Date     Condition        Report By
 FF0260  HISTORY     - 1948     MONUMENTED       USACE
 FF0260  HISTORY     - 1956     GOOD             CGS
 FF0260  HISTORY     - 1957     GOOD             CGS
 FF0260  HISTORY     - 20210607 MARK NOT FOUND   ARHD
 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.
 FF0260
 FF0260                          STATION RECOVERY (2021)
 FF0260
 FF0260'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2021 (JH)
 FF0260'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0729 ***********************************************************************
 FG0729  DESIGNATION -  1560.3
 FG0729  PID         -  FG0729
 FG0729  STATE/COUNTY-  AR/NEWTON
 FG0729  COUNTRY     -  US
 FG0729  USGS QUAD   -  MOORE (2017)
 FG0729
 FG0729                         *CURRENT SURVEY CONTROL
 FG0729  ______________________________________________________________________
 FG0729* NAD 83(1986) POSITION- 35 51 52.     (N) 092 59 26.     (W)   SCALED
 FG0729* NAVD 88 ORTHO HEIGHT -   475.938 (meters)     1561.47  (feet) ADJUSTED
 FG0729  ______________________________________________________________________
 FG0729  GEOID HEIGHT    -        -28.121 (meters)                     GEOID18
 FG0729  DYNAMIC HEIGHT  -        475.482 (meters)     1559.98  (feet) COMP
 FG0729  MODELED GRAVITY -    979,661.9   (mgal)                       NAVD 88
 FG0729
 FG0729  VERT ORDER      -  SECOND    CLASS 0
 FG0729
 FG0729.The horizontal coordinates were scaled from a map and have
 FG0729.an estimated accuracy of +/- 6 seconds.
 FG0729
 FG0729.The orthometric height was determined by differential leveling and
 FG0729.adjusted by the NATIONAL GEODETIC SURVEY
 FG0729.in June 1991.
 FG0729
 FG0729.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0729.GEOID18 height accuracy estimate available here.
 FG0729
 FG0729.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV008689(NAD 83)
 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
 FG0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0729.See file dsdata.pdf to determine how the superseded data were derived.
 FG0729
 FG0729_MARKER: Z = SEE DESCRIPTION
 FG0729_SETTING: 66 = 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             CGS
 FG0729
 FG0729                          STATION DESCRIPTION
 FG0729
 FG0729'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 GE0524 ***********************************************************************
 GE0524  DESIGNATION -  16
 GE0524  PID         -  GE0524
 GE0524  STATE/COUNTY-  AR/FULTON
 GE0524  COUNTRY     -  US
 GE0524  USGS QUAD   -  SALEM (2017)
 GE0524
 GE0524                         *CURRENT SURVEY CONTROL
 GE0524  ______________________________________________________________________
 GE0524* NAD 83(1986) POSITION- 36 22 11.     (N) 091 49 22.     (W)   SCALED
 GE0524* NAVD 88 ORTHO HEIGHT -   201.356 (meters)      660.62  (feet) ADJUSTED
 GE0524  ______________________________________________________________________
 GE0524  GEOID HEIGHT    -        -28.313 (meters)                     GEOID18
 GE0524  DYNAMIC HEIGHT  -        201.187 (meters)      660.06  (feet) COMP
 GE0524  MODELED GRAVITY -    979,789.5   (mgal)                       NAVD 88
 GE0524
 GE0524  VERT ORDER      -  SECOND    CLASS 0
 GE0524
 GE0524.The horizontal coordinates were scaled from a map and have
 GE0524.an estimated accuracy of +/- 6 seconds.
 GE0524
 GE0524.The orthometric height was determined by differential leveling and
 GE0524.adjusted by the NATIONAL GEODETIC SURVEY
 GE0524.in June 1991.
 GE0524
 GE0524.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0524.GEOID18 height accuracy estimate available here.
 GE0524
 GE0524.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA056256(NAD 83)
 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
 GE0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0524.See file dsdata.pdf to determine how the superseded data were derived.
 GE0524
 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             CGS
 GE0524
 GE0524                          STATION DESCRIPTION
 GE0524
 GE0524'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EH1973 ***********************************************************************
 EH1973  DESIGNATION -  16
 EH1973  PID         -  EH1973
 EH1973  STATE/COUNTY-  AR/LONOKE
 EH1973  COUNTRY     -  US
 EH1973  USGS QUAD   -  HICKORY PLAINS (2017)
 EH1973
 EH1973                         *CURRENT SURVEY CONTROL
 EH1973  ______________________________________________________________________
 EH1973* NAD 83(1986) POSITION- 34 52 47.     (N) 091 42 07.     (W)   SCALED
 EH1973* NAVD 88 ORTHO HEIGHT -    67.43  (+/-2cm)      221.2   (feet) VERTCON3
 EH1973  ______________________________________________________________________
 EH1973  GEOID HEIGHT    -        -27.057 (meters)                     GEOID18
 EH1973  VERT ORDER      -  ? (See Below)
 EH1973
 EH1973.The horizontal coordinates were scaled from a 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
 EH1973.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1973.GEOID18 height accuracy estimate available here.
 EH1973
 EH1973.The vertical order pertains to the NGVD 29 superseded value.
 EH1973
 EH1973.Click photographs - Photos may exist for this station.
 EH1973
 EH1973;                    North         East    Units  Estimated Accuracy
 EH1973;SPC AR S     -   645,510.      427,250.      MT  (+/- 180 meters Scaled)
 EH1973
 EH1973_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU186604(NAD 83)
 EH1973
 EH1973                          SUPERSEDED SURVEY CONTROL
 EH1973
 EH1973  NGVD 29 (11/26/84)   67.434  (m)          221.24   (f) ADJUSTED       
 EH1973
 EH1973.Superseded values are not recommended for survey control.
 EH1973
 EH1973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1973.See file dsdata.pdf to determine how the superseded data were derived.
 EH1973
 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       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0121 ***********************************************************************
 FG0121  DESIGNATION -  16 B
 FG0121  PID         -  FG0121
 FG0121  STATE/COUNTY-  AR/FAULKNER
 FG0121  COUNTRY     -  US
 FG0121  USGS QUAD   -  HOLLAND (2017)
 FG0121
 FG0121                         *CURRENT SURVEY CONTROL
 FG0121  ______________________________________________________________________
 FG0121* NAD 83(1986) POSITION- 35 08 53.     (N) 092 15 23.     (W)   SCALED
 FG0121* NAVD 88 ORTHO HEIGHT -   110.368 (meters)      362.10  (feet) ADJUSTED
 FG0121  ______________________________________________________________________
 FG0121  GEOID HEIGHT    -        -27.769 (meters)                     GEOID18
 FG0121  DYNAMIC HEIGHT  -        110.265 (meters)      361.76  (feet) COMP
 FG0121  MODELED GRAVITY -    979,700.4   (mgal)                       NAVD 88
 FG0121
 FG0121  VERT ORDER      -  SECOND    CLASS 0
 FG0121
 FG0121.The horizontal coordinates were scaled from a map and have
 FG0121.an estimated accuracy of +/- 6 seconds.
 FG0121
 FG0121.The orthometric height was determined by differential leveling and
 FG0121.adjusted by the NATIONAL GEODETIC SURVEY
 FG0121.in June 1991.
 FG0121
 FG0121.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0121.GEOID18 height accuracy estimate available here.
 FG0121
 FG0121.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU677897(NAD 83)
 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
 FG0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0121.See file dsdata.pdf to determine how the superseded data were derived.
 FG0121
 FG0121_MARKER: Z = SEE DESCRIPTION
 FG0121_SETTING: 7 = 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             CGS
 FG0121
 FG0121                          STATION DESCRIPTION
 FG0121
 FG0121'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG0120 ***********************************************************************
 FG0120  DESIGNATION -  16 C
 FG0120  PID         -  FG0120
 FG0120  STATE/COUNTY-  AR/FAULKNER
 FG0120  COUNTRY     -  US
 FG0120  USGS QUAD   -  HOLLAND (2017)
 FG0120
 FG0120                         *CURRENT SURVEY CONTROL
 FG0120  ______________________________________________________________________
 FG0120* NAD 83(1986) POSITION- 35 09 01.     (N) 092 15 12.     (W)   SCALED
 FG0120* NAVD 88 ORTHO HEIGHT -   113.688 (meters)      372.99  (feet) ADJUSTED
 FG0120  ______________________________________________________________________
 FG0120  GEOID HEIGHT    -        -27.769 (meters)                     GEOID18
 FG0120  DYNAMIC HEIGHT  -        113.582 (meters)      372.64  (feet) COMP
 FG0120  MODELED GRAVITY -    979,700.6   (mgal)                       NAVD 88
 FG0120
 FG0120  VERT ORDER      -  SECOND    CLASS 0
 FG0120
 FG0120.The horizontal coordinates were scaled from a map and have
 FG0120.an estimated accuracy of +/- 6 seconds.
 FG0120
 FG0120.The orthometric height was determined by differential leveling and
 FG0120.adjusted by the NATIONAL GEODETIC SURVEY
 FG0120.in June 1991.
 FG0120
 FG0120.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0120.GEOID18 height accuracy estimate available here.
 FG0120
 FG0120.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU680899(NAD 83)
 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
 FG0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0120.See file dsdata.pdf to determine how the superseded data were derived.
 FG0120
 FG0120_MARKER: Z = SEE DESCRIPTION
 FG0120_SETTING: 7 = 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             CGS
 FG0120
 FG0120                          STATION DESCRIPTION
 FG0120
 FG0120'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG0125 ***********************************************************************
 FG0125  DESIGNATION -  16 RHM
 FG0125  PID         -  FG0125
 FG0125  STATE/COUNTY-  AR/FAULKNER
 FG0125  COUNTRY     -  US
 FG0125  USGS QUAD   -  HOLLAND (2017)
 FG0125
 FG0125                         *CURRENT SURVEY CONTROL
 FG0125  ______________________________________________________________________
 FG0125* NAD 83(1986) POSITION- 35 07 39.     (N) 092 15 53.     (W)   SCALED
 FG0125* NAVD 88 ORTHO HEIGHT -   137.490 (meters)      451.08  (feet) ADJUSTED
 FG0125  ______________________________________________________________________
 FG0125  GEOID HEIGHT    -        -27.751 (meters)                     GEOID18
 FG0125  DYNAMIC HEIGHT  -        137.362 (meters)      450.66  (feet) COMP
 FG0125  MODELED GRAVITY -    979,698.8   (mgal)                       NAVD 88
 FG0125
 FG0125  VERT ORDER      -  SECOND    CLASS 0
 FG0125
 FG0125.The horizontal coordinates were scaled from a map and have
 FG0125.an estimated accuracy of +/- 6 seconds.
 FG0125
 FG0125.The orthometric height was determined by differential leveling and
 FG0125.adjusted by the NATIONAL GEODETIC SURVEY
 FG0125.in June 1991.
 FG0125
 FG0125.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0125.GEOID18 height accuracy estimate available here.
 FG0125
 FG0125.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU669874(NAD 83)
 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
 FG0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0125.See file dsdata.pdf to determine how the superseded data were derived.
 FG0125
 FG0125_MARKER: DB = BENCH MARK DISK
 FG0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0125_STAMPING: 16 RHM 1960
 FG0125_MARK LOGO: USGS
 FG0125_PROJECTION: PROJECTING 10 CENTIMETERS
 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             CGS
 FG0125  HISTORY     - 20081208 MARK NOT FOUND   ARHD
 FG0125
 FG0125                          STATION DESCRIPTION
 FG0125
 FG0125'DESCRIBED BY COAST AND 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.
 FG0125
 FG0125                          STATION RECOVERY (2008)
 FG0125
 FG0125'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2008 (WDA)
 FG0125'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1412 ***********************************************************************
 EH1412  DESIGNATION -  16 W
 EH1412  PID         -  EH1412
 EH1412  STATE/COUNTY-  AR/ARKANSAS
 EH1412  COUNTRY     -  US
 EH1412  USGS QUAD   -  ALMYRA (2017)
 EH1412
 EH1412                         *CURRENT SURVEY CONTROL
 EH1412  ______________________________________________________________________
 EH1412* NAD 83(1986) POSITION- 34 25 52.     (N) 091 24 59.     (W)   SCALED
 EH1412* NAVD 88 ORTHO HEIGHT -    62.401 (meters)      204.73  (feet) ADJUSTED
 EH1412  ______________________________________________________________________
 EH1412  GEOID HEIGHT    -        -26.556 (meters)                     GEOID18
 EH1412  DYNAMIC HEIGHT  -         62.341 (meters)      204.53  (feet) COMP
 EH1412  MODELED GRAVITY -    979,674.9   (mgal)                       NAVD 88
 EH1412
 EH1412  VERT ORDER      -  FIRST     CLASS II
 EH1412
 EH1412.The horizontal coordinates were scaled from a map and have
 EH1412.an estimated accuracy of +/- 6 seconds.
 EH1412
 EH1412.The orthometric height was determined by differential leveling and
 EH1412.adjusted by the NATIONAL GEODETIC SURVEY
 EH1412.in August 1993.
 EH1412
 EH1412.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1412.GEOID18 height accuracy estimate available here.
 EH1412
 EH1412.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU455110(NAD 83)
 EH1412
 EH1412                          SUPERSEDED SURVEY CONTROL
 EH1412
 EH1412  NAVD 88 (06/15/91)   62.451  (m)          204.89   (f) SUPERSEDED  1 2
 EH1412  NGVD 29 (11/26/84)   62.457  (m)          204.91   (f) ADJUSTED    1 2
 EH1412
 EH1412.Superseded values are not recommended for survey control.
 EH1412
 EH1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1412.See file dsdata.pdf to determine how the superseded data were derived.
 EH1412
 EH1412_MARKER: DD = SURVEY DISK
 EH1412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1412_STAMPING: 16 W 1928
 EH1412_MARK LOGO: USGS
 EH1412_PROJECTION: FLUSH
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1746 ***********************************************************************
 EH1746  DESIGNATION -  16/17
 EH1746  PID         -  EH1746
 EH1746  STATE/COUNTY-  AR/JEFFERSON
 EH1746  COUNTRY     -  US
 EH1746  USGS QUAD   -  MOSCOW (2017)
 EH1746
 EH1746                         *CURRENT SURVEY CONTROL
 EH1746  ______________________________________________________________________
 EH1746* NAD 83(1986) POSITION- 34 12 53.     (N) 091 47 10.     (W)   SCALED
 EH1746* NAVD 88 ORTHO HEIGHT -    58.903 (meters)      193.25  (feet) ADJUSTED
 EH1746  ______________________________________________________________________
 EH1746  GEOID HEIGHT    -        -26.034 (meters)                     GEOID18
 EH1746  DYNAMIC HEIGHT  -         58.845 (meters)      193.06  (feet) COMP
 EH1746  MODELED GRAVITY -    979,663.4   (mgal)                       NAVD 88
 EH1746
 EH1746  VERT ORDER      -  SECOND    CLASS 0
 EH1746
 EH1746.The horizontal coordinates were scaled from a map and have
 EH1746.an estimated accuracy of +/- 6 seconds.
 EH1746
 EH1746.The orthometric height was determined by differential leveling and
 EH1746.adjusted by the NATIONAL GEODETIC SURVEY
 EH1746.in August 1993.
 EH1746
 EH1746.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1746.GEOID18 height accuracy estimate available here.
 EH1746
 EH1746.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT118866(NAD 83)
 EH1746
 EH1746                          SUPERSEDED SURVEY CONTROL
 EH1746
 EH1746  NAVD 88 (06/15/91)   58.917  (m)          193.30   (f) SUPERSEDED  2 0
 EH1746  NGVD 29 (11/26/84)   58.952  (m)          193.41   (f) ADJUSTED    2 0
 EH1746
 EH1746.Superseded values are not recommended for survey control.
 EH1746
 EH1746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1746.See file dsdata.pdf to determine how the superseded data were derived.
 EH1746
 EH1746_MARKER: P = PIPE CAP
 EH1746_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1746_STAMPING: B M 16/17
 EH1746_MARK LOGO: USACE
 EH1746_MAGNETIC: P = MARKER IS A STEEL PIPE
 EH1746_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1746
 EH1746  HISTORY     - Date     Condition        Report By
 EH1746  HISTORY     - UNK      MONUMENTED       USACE
 EH1746  HISTORY     - 1964     MARK NOT FOUND   USGS
 EH1746
 EH1746                          STATION DESCRIPTION
 EH1746
 EH1746'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1745 ***********************************************************************
 EH1745  DESIGNATION -  16/17 REF
 EH1745  PID         -  EH1745
 EH1745  STATE/COUNTY-  AR/JEFFERSON
 EH1745  COUNTRY     -  US
 EH1745  USGS QUAD   -  MOSCOW (2017)
 EH1745
 EH1745                         *CURRENT SURVEY CONTROL
 EH1745  ______________________________________________________________________
 EH1745* NAD 83(1986) POSITION- 34 12 50.     (N) 091 47 09.     (W)   SCALED
 EH1745* NAVD 88 ORTHO HEIGHT -    58.558 (meters)      192.12  (feet) ADJUSTED
 EH1745  ______________________________________________________________________
 EH1745  GEOID HEIGHT    -        -26.033 (meters)                     GEOID18
 EH1745  DYNAMIC HEIGHT  -         58.501 (meters)      191.93  (feet) COMP
 EH1745  MODELED GRAVITY -    979,663.3   (mgal)                       NAVD 88
 EH1745
 EH1745  VERT ORDER      -  SECOND    CLASS 0
 EH1745
 EH1745.The horizontal coordinates were scaled from a map and have
 EH1745.an estimated accuracy of +/- 6 seconds.
 EH1745
 EH1745.The orthometric height was determined by differential leveling and
 EH1745.adjusted by the NATIONAL GEODETIC SURVEY
 EH1745.in August 1993.
 EH1745
 EH1745.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1745.GEOID18 height accuracy estimate available here.
 EH1745
 EH1745.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT118865(NAD 83)
 EH1745
 EH1745                          SUPERSEDED SURVEY CONTROL
 EH1745
 EH1745  NAVD 88 (06/15/91)   58.572  (m)          192.17   (f) SUPERSEDED  2 0
 EH1745  NGVD 29 (11/26/84)   58.607  (m)          192.28   (f) ADJUSTED    2 0
 EH1745
 EH1745.Superseded values are not recommended for survey control.
 EH1745
 EH1745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1745.See file dsdata.pdf to determine how the superseded data were derived.
 EH1745
 EH1745_MARKER: P = PIPE CAP
 EH1745_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1745_STAMPING: B M REF 16/17
 EH1745_MARK LOGO: USACE
 EH1745_MAGNETIC: P = MARKER IS A STEEL PIPE
 EH1745_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1745
 EH1745  HISTORY     - Date     Condition        Report By
 EH1745  HISTORY     - UNK      MONUMENTED       USACE
 EH1745  HISTORY     - 1964     MARK NOT FOUND   USGS
 EH1745
 EH1745                          STATION DESCRIPTION
 EH1745
 EH1745'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 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 = MARCH 20, 2026 22:17:28 EDT
 DK1371 ***********************************************************************
 DK1371  DESIGNATION -  162.49
 DK1371  PID         -  DK1371
 DK1371  STATE/COUNTY-  AR/ASHLEY
 DK1371  COUNTRY     -  US
 DK1371  USGS QUAD   -  CROSSETT NORTH (2017)
 DK1371
 DK1371                         *CURRENT SURVEY CONTROL
 DK1371  ______________________________________________________________________
 DK1371* NAD 83(1986) POSITION- 33 07 57.     (N) 091 57 40.     (W)   SCALED
 DK1371* NAVD 88 ORTHO HEIGHT -    49.418 (meters)      162.13  (feet) ADJUSTED
 DK1371  ______________________________________________________________________
 DK1371  GEOID HEIGHT    -        -25.935 (meters)                     GEOID18
 DK1371  DYNAMIC HEIGHT  -         49.365 (meters)      161.96  (feet) COMP
 DK1371  MODELED GRAVITY -    979,569.0   (mgal)                       NAVD 88
 DK1371
 DK1371  VERT ORDER      -  SECOND    CLASS 0
 DK1371
 DK1371.The horizontal coordinates were scaled from a map and have
 DK1371.an estimated accuracy of +/- 6 seconds.
 DK1371
 DK1371.The orthometric height was determined by differential leveling and
 DK1371.adjusted by the NATIONAL GEODETIC SURVEY
 DK1371.in June 1991.
 DK1371
 DK1371.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1371.GEOID18 height accuracy estimate available here.
 DK1371
 DK1371.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS969664(NAD 83)
 DK1371
 DK1371                          SUPERSEDED SURVEY CONTROL
 DK1371
 DK1371  NGVD 29 (11/26/84)   49.491  (m)          162.37   (f) ADJUSTED    2 0
 DK1371
 DK1371.Superseded values are not recommended for survey control.
 DK1371
 DK1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1371.See file dsdata.pdf to determine how the superseded data were derived.
 DK1371
 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  HISTORY     - 20220316 MARK NOT FOUND   ARHD
 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.
 DK1371
 DK1371                          STATION RECOVERY (2022)
 DK1371
 DK1371'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2022 (JH)
 DK1371'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0876 ***********************************************************************
 FG0876  DESIGNATION -  1631.8
 FG0876  PID         -  FG0876
 FG0876  STATE/COUNTY-  AR/JOHNSON
 FG0876  COUNTRY     -  US
 FG0876  USGS QUAD   -  ROSETTA (2017)
 FG0876
 FG0876                         *CURRENT SURVEY CONTROL
 FG0876  ______________________________________________________________________
 FG0876* NAD 83(1986) POSITION- 35 39 24.     (N) 093 19 10.     (W)   SCALED
 FG0876* NAVD 88 ORTHO HEIGHT -   497.414 (meters)     1631.93  (feet) ADJUSTED
 FG0876  ______________________________________________________________________
 FG0876  GEOID HEIGHT    -        -28.343 (meters)                     GEOID18
 FG0876  DYNAMIC HEIGHT  -        496.950 (meters)     1630.41  (feet) COMP
 FG0876  MODELED GRAVITY -    979,683.3   (mgal)                       NAVD 88
 FG0876
 FG0876  VERT ORDER      -  SECOND    CLASS 0
 FG0876
 FG0876.The horizontal coordinates were scaled from a map and have
 FG0876.an estimated accuracy of +/- 6 seconds.
 FG0876
 FG0876.The orthometric height was determined by differential leveling and
 FG0876.adjusted by the NATIONAL GEODETIC SURVEY
 FG0876.in June 1991.
 FG0876
 FG0876.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0876.GEOID18 height accuracy estimate available here.
 FG0876
 FG0876.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV710459(NAD 83)
 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
 FG0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0876.See file dsdata.pdf to determine how the superseded data were derived.
 FG0876
 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             CGS
 FG0876
 FG0876                          STATION DESCRIPTION
 FG0876
 FG0876'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG0180 ***********************************************************************
 FG0180  DESIGNATION -  17 B
 FG0180  PID         -  FG0180
 FG0180  STATE/COUNTY-  AR/FAULKNER
 FG0180  COUNTRY     -  US
 FG0180  USGS QUAD   -  GUY (2017)
 FG0180
 FG0180                         *CURRENT SURVEY CONTROL
 FG0180  ______________________________________________________________________
 FG0180* NAD 83(1986) POSITION- 35 19 30.     (N) 092 16 13.     (W)   SCALED
 FG0180* NAVD 88 ORTHO HEIGHT -   246.307 (meters)      808.09  (feet) ADJUSTED
 FG0180  ______________________________________________________________________
 FG0180  GEOID HEIGHT    -        -27.800 (meters)                     GEOID18
 FG0180  DYNAMIC HEIGHT  -        246.076 (meters)      807.33  (feet) COMP
 FG0180  MODELED GRAVITY -    979,692.0   (mgal)                       NAVD 88
 FG0180
 FG0180  VERT ORDER      -  SECOND    CLASS 0
 FG0180
 FG0180.The horizontal coordinates were scaled from a map and have
 FG0180.an estimated accuracy of +/- 6 seconds.
 FG0180
 FG0180.The orthometric height was determined by differential leveling and
 FG0180.adjusted by the NATIONAL GEODETIC SURVEY
 FG0180.in June 1991.
 FG0180
 FG0180.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0180.GEOID18 height accuracy estimate available here.
 FG0180
 FG0180.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV663093(NAD 83)
 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
 FG0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0180.See file dsdata.pdf to determine how the superseded data were derived.
 FG0180
 FG0180_MARKER: Z = SEE DESCRIPTION
 FG0180_SETTING: 7 = 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG0180+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2010
 FG0180
 FG0180  HISTORY     - Date     Condition        Report By
 FG0180  HISTORY     - UNK      MONUMENTED       USAF
 FG0180  HISTORY     - 1962     GOOD             CGS
 FG0180  HISTORY     - 20101026 GOOD             NGS
 FG0180
 FG0180                          STATION DESCRIPTION
 FG0180
 FG0180'DESCRIBED BY COAST AND 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.
 FG0180
 FG0180                          STATION RECOVERY (2010)
 FG0180
 FG0180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2010 (JBW)
 FG0180'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0179 ***********************************************************************
 FG0179  DESIGNATION -  17 C
 FG0179  PID         -  FG0179
 FG0179  STATE/COUNTY-  AR/FAULKNER
 FG0179  COUNTRY     -  US
 FG0179  USGS QUAD   -  GUY (2017)
 FG0179
 FG0179                         *CURRENT SURVEY CONTROL
 FG0179  ______________________________________________________________________
 FG0179* NAD 83(1986) POSITION- 35 19 35.     (N) 092 15 56.     (W)   SCALED
 FG0179* NAVD 88 ORTHO HEIGHT -   247.377 (meters)      811.60  (feet) ADJUSTED
 FG0179  ______________________________________________________________________
 FG0179  GEOID HEIGHT    -        -27.794 (meters)                     GEOID18
 FG0179  DYNAMIC HEIGHT  -        247.146 (meters)      810.84  (feet) COMP
 FG0179  MODELED GRAVITY -    979,693.5   (mgal)                       NAVD 88
 FG0179
 FG0179  VERT ORDER      -  SECOND    CLASS 0
 FG0179
 FG0179.The horizontal coordinates were scaled from a map and have
 FG0179.an estimated accuracy of +/- 6 seconds.
 FG0179
 FG0179.The orthometric height was determined by differential leveling and
 FG0179.adjusted by the NATIONAL GEODETIC SURVEY
 FG0179.in June 1991.
 FG0179
 FG0179.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0179.GEOID18 height accuracy estimate available here.
 FG0179
 FG0179.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV667094(NAD 83)
 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
 FG0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0179.See file dsdata.pdf to determine how the superseded data were derived.
 FG0179
 FG0179_MARKER: Z = SEE DESCRIPTION
 FG0179_SETTING: 7 = 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG0179+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2010
 FG0179
 FG0179  HISTORY     - Date     Condition        Report By
 FG0179  HISTORY     - UNK      MONUMENTED       USAF
 FG0179  HISTORY     - 1962     GOOD             CGS
 FG0179  HISTORY     - 20101026 GOOD             NGS
 FG0179
 FG0179                          STATION DESCRIPTION
 FG0179
 FG0179'DESCRIBED BY COAST AND 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.
 FG0179
 FG0179                          STATION RECOVERY (2010)
 FG0179
 FG0179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2010 (JBW)
 FG0179'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0126 ***********************************************************************
 FG0126  DESIGNATION -  17 RHM
 FG0126  PID         -  FG0126
 FG0126  STATE/COUNTY-  AR/FAULKNER
 FG0126  COUNTRY     -  US
 FG0126  USGS QUAD   -  HOLLAND (2017)
 FG0126
 FG0126                         *CURRENT SURVEY CONTROL
 FG0126  ______________________________________________________________________
 FG0126* NAD 83(1986) POSITION- 35 08 15.     (N) 092 15 06.     (W)   SCALED
 FG0126* NAVD 88 ORTHO HEIGHT -   111.367 (meters)      365.38  (feet) ADJUSTED
 FG0126  ______________________________________________________________________
 FG0126  GEOID HEIGHT    -        -27.748 (meters)                     GEOID18
 FG0126  DYNAMIC HEIGHT  -        111.263 (meters)      365.04  (feet) COMP
 FG0126  MODELED GRAVITY -    979,699.5   (mgal)                       NAVD 88
 FG0126
 FG0126  VERT ORDER      -  SECOND    CLASS 0
 FG0126
 FG0126.The horizontal coordinates were scaled from a map and have
 FG0126.an estimated accuracy of +/- 6 seconds.
 FG0126
 FG0126.The orthometric height was determined by differential leveling and
 FG0126.adjusted by the NATIONAL GEODETIC SURVEY
 FG0126.in June 1991.
 FG0126
 FG0126.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0126.GEOID18 height accuracy estimate available here.
 FG0126
 FG0126.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU681885(NAD 83)
 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
 FG0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0126.See file dsdata.pdf to determine how the superseded data were derived.
 FG0126
 FG0126_MARKER: DB = BENCH MARK DISK
 FG0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0126_STAMPING: 17 RHM 1960
 FG0126_MARK LOGO: USGS
 FG0126_PROJECTION: PROJECTING 15 CENTIMETERS
 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             CGS
 FG0126  HISTORY     - 20081208 MARK NOT FOUND   ARHD
 FG0126
 FG0126                          STATION DESCRIPTION
 FG0126
 FG0126'DESCRIBED BY COAST AND 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.
 FG0126
 FG0126                          STATION RECOVERY (2008)
 FG0126
 FG0126'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2008 (WDA)
 FG0126'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1430 ***********************************************************************
 EH1430  DESIGNATION -  17 W
 EH1430  PID         -  EH1430
 EH1430  STATE/COUNTY-  AR/ARKANSAS
 EH1430  COUNTRY     -  US
 EH1430  USGS QUAD   -  ALMYRA (2017)
 EH1430
 EH1430                         *CURRENT SURVEY CONTROL
 EH1430  ______________________________________________________________________
 EH1430* NAD 83(1986) POSITION- 34 28 26.     (N) 091 25 03.     (W)   SCALED
 EH1430* NAVD 88 ORTHO HEIGHT -    60.349 (meters)      198.00  (feet) ADJUSTED
 EH1430  ______________________________________________________________________
 EH1430  GEOID HEIGHT    -        -26.615 (meters)                     GEOID18
 EH1430  DYNAMIC HEIGHT  -         60.291 (meters)      197.80  (feet) COMP
 EH1430  MODELED GRAVITY -    979,677.3   (mgal)                       NAVD 88
 EH1430
 EH1430  VERT ORDER      -  FIRST     CLASS II
 EH1430
 EH1430.The horizontal coordinates were scaled from a map and have
 EH1430.an estimated accuracy of +/- 6 seconds.
 EH1430
 EH1430.The orthometric height was determined by differential leveling and
 EH1430.adjusted by the NATIONAL GEODETIC SURVEY
 EH1430.in August 1993.
 EH1430
 EH1430.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1430.GEOID18 height accuracy estimate available here.
 EH1430
 EH1430.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU453158(NAD 83)
 EH1430
 EH1430                          SUPERSEDED SURVEY CONTROL
 EH1430
 EH1430  NAVD 88 (06/15/91)   60.395  (m)          198.15   (f) SUPERSEDED  1 2
 EH1430  NGVD 29 (11/26/84)   60.400  (m)          198.16   (f) ADJUSTED    1 2
 EH1430
 EH1430.Superseded values are not recommended for survey control.
 EH1430
 EH1430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1430.See file dsdata.pdf to determine how the superseded data were derived.
 EH1430
 EH1430_MARKER: DD = SURVEY DISK
 EH1430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1430_STAMPING: 17 W 1928
 EH1430_MARK LOGO: USGS
 EH1430_PROJECTION: FLUSH
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1743 ***********************************************************************
 EH1743  DESIGNATION -  17/18
 EH1743  PID         -  EH1743
 EH1743  STATE/COUNTY-  AR/JEFFERSON
 EH1743  COUNTRY     -  US
 EH1743  USGS QUAD   -  MOSCOW (2017)
 EH1743
 EH1743                         *CURRENT SURVEY CONTROL
 EH1743  ______________________________________________________________________
 EH1743* NAD 83(1986) POSITION- 34 12 03.     (N) 091 46 56.     (W)   SCALED
 EH1743* NAVD 88 ORTHO HEIGHT -    60.179 (meters)      197.44  (feet) ADJUSTED
 EH1743  ______________________________________________________________________
 EH1743  GEOID HEIGHT    -        -26.018 (meters)                     GEOID18
 EH1743  DYNAMIC HEIGHT  -         60.121 (meters)      197.25  (feet) COMP
 EH1743  MODELED GRAVITY -    979,662.6   (mgal)                       NAVD 88
 EH1743
 EH1743  VERT ORDER      -  SECOND    CLASS 0
 EH1743
 EH1743.The horizontal coordinates were scaled from a map and have
 EH1743.an estimated accuracy of +/- 6 seconds.
 EH1743
 EH1743.The orthometric height was determined by differential leveling and
 EH1743.adjusted by the NATIONAL GEODETIC SURVEY
 EH1743.in August 1993.
 EH1743
 EH1743.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1743.GEOID18 height accuracy estimate available here.
 EH1743
 EH1743.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT121850(NAD 83)
 EH1743
 EH1743                          SUPERSEDED SURVEY CONTROL
 EH1743
 EH1743  NAVD 88 (06/15/91)   60.195  (m)          197.49   (f) SUPERSEDED  2 0
 EH1743  NGVD 29 (11/26/84)   60.230  (m)          197.60   (f) ADJUSTED    2 0
 EH1743
 EH1743.Superseded values are not recommended for survey control.
 EH1743
 EH1743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1743.See file dsdata.pdf to determine how the superseded data were derived.
 EH1743
 EH1743_MARKER: P = PIPE CAP
 EH1743_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1743_STAMPING: B M 17/18
 EH1743_MARK LOGO: USACE
 EH1743_MAGNETIC: P = MARKER IS A STEEL PIPE
 EH1743_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1743
 EH1743  HISTORY     - Date     Condition        Report By
 EH1743  HISTORY     - UNK      MONUMENTED       USACE
 EH1743  HISTORY     - 1964     MARK NOT FOUND   USGS
 EH1743
 EH1743                          STATION DESCRIPTION
 EH1743
 EH1743'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 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 = MARCH 20, 2026 22:17:28 EDT
 DL0384 ***********************************************************************
 DL0384  DESIGNATION -  170
 DL0384  PID         -  DL0384
 DL0384  STATE/COUNTY-  AR/CLARK
 DL0384  COUNTRY     -  US
 DL0384  USGS QUAD   -  CURTIS (2017)
 DL0384
 DL0384                         *CURRENT SURVEY CONTROL
 DL0384  ______________________________________________________________________
 DL0384* NAD 83(1986) POSITION- 33 59 25.     (N) 093 05 59.     (W)   SCALED
 DL0384* NAVD 88 ORTHO HEIGHT -    52.270 (meters)      171.49  (feet) ADJUSTED
 DL0384  ______________________________________________________________________
 DL0384  GEOID HEIGHT    -        -26.742 (meters)                     GEOID18
 DL0384  DYNAMIC HEIGHT  -         52.217 (meters)      171.32  (feet) COMP
 DL0384  MODELED GRAVITY -    979,629.0   (mgal)                       NAVD 88
 DL0384
 DL0384  VERT ORDER      -  FIRST     CLASS II
 DL0384
 DL0384.The horizontal coordinates were scaled from a map and have
 DL0384.an estimated accuracy of +/- 6 seconds.
 DL0384
 DL0384.The orthometric height was determined by differential leveling and
 DL0384.adjusted by the NATIONAL GEODETIC SURVEY
 DL0384.in June 1991.
 DL0384
 DL0384.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0384.GEOID18 height accuracy estimate available here.
 DL0384
 DL0384.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT907610(NAD 83)
 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
 DL0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0384.See file dsdata.pdf to determine how the superseded data were derived.
 DL0384
 DL0384_MARKER: P = PIPE CAP
 DL0384_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0384_STAMPING: 170 H S
 DL0384_MARK LOGO: USGS
 DL0384_MAGNETIC: P = MARKER IS A STEEL PIPE
 DL0384_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0384
 DL0384  HISTORY     - Date     Condition        Report By
 DL0384  HISTORY     - 1899     MONUMENTED       USGS
 DL0384  HISTORY     - 1960     GOOD             CGS
 DL0384  HISTORY     - 20160120 MARK NOT FOUND   ARHD
 DL0384
 DL0384                          STATION DESCRIPTION
 DL0384
 DL0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 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.
 DL0384
 DL0384                          STATION RECOVERY (2016)
 DL0384
 DL0384'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (BAB)
 DL0384'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1593 ***********************************************************************
 EH1593  DESIGNATION -  173.6
 EH1593  PID         -  EH1593
 EH1593  STATE/COUNTY-  AR/LINCOLN
 EH1593  COUNTRY     -  US
 EH1593  USGS QUAD   -  CADES (2017)
 EH1593
 EH1593                         *CURRENT SURVEY CONTROL
 EH1593  ______________________________________________________________________
 EH1593* NAD 83(1986) POSITION- 34 03 03.     (N) 091 36 42.     (W)   SCALED
 EH1593* NAVD 88 ORTHO HEIGHT -    52.937 (meters)      173.68  (feet) ADJUSTED
 EH1593  ______________________________________________________________________
 EH1593  GEOID HEIGHT    -        -25.988 (meters)                     GEOID18
 EH1593  DYNAMIC HEIGHT  -         52.885 (meters)      173.51  (feet) COMP
 EH1593  MODELED GRAVITY -    979,652.2   (mgal)                       NAVD 88
 EH1593
 EH1593  VERT ORDER      -  SECOND    CLASS 0
 EH1593
 EH1593.The horizontal coordinates were scaled from a map and have
 EH1593.an estimated accuracy of +/- 6 seconds.
 EH1593
 EH1593.The orthometric height was determined by differential leveling and
 EH1593.adjusted by the NATIONAL GEODETIC SURVEY
 EH1593.in August 1993.
 EH1593
 EH1593.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1593.GEOID18 height accuracy estimate available here.
 EH1593
 EH1593.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT281686(NAD 83)
 EH1593
 EH1593                          SUPERSEDED SURVEY CONTROL
 EH1593
 EH1593  NAVD 88 (06/15/91)   52.944  (m)          173.70   (f) SUPERSEDED  2 0
 EH1593  NGVD 29 (11/26/84)   52.946  (m)          173.71   (f) ADJUSTED    2 0
 EH1593
 EH1593.Superseded values are not recommended for survey control.
 EH1593
 EH1593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1593.See file dsdata.pdf to determine how the superseded data were derived.
 EH1593
 EH1593_MARKER: N = NAIL
 EH1593_SETTING: 33 = WOODEN OBJECT (DRIVEN IN A PILE, POLE, TREE OR STUMP)
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1970 ***********************************************************************
 EH1970  DESIGNATION -  18
 EH1970  PID         -  EH1970
 EH1970  STATE/COUNTY-  AR/LONOKE
 EH1970  COUNTRY     -  US
 EH1970  USGS QUAD   -  CARLISLE (2017)
 EH1970
 EH1970                         *CURRENT SURVEY CONTROL
 EH1970  ______________________________________________________________________
 EH1970* NAD 83(1986) POSITION- 34 52 07.     (N) 091 43 07.     (W)   SCALED
 EH1970* NAVD 88 ORTHO HEIGHT -    68.17  (+/-2cm)      223.7   (feet) VERTCON3
 EH1970  ______________________________________________________________________
 EH1970  GEOID HEIGHT    -        -27.033 (meters)                     GEOID18
 EH1970  VERT ORDER      -  ? (See Below)
 EH1970
 EH1970.The horizontal coordinates were scaled from a 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
 EH1970.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1970.GEOID18 height accuracy estimate available here.
 EH1970
 EH1970.The vertical order pertains to the NGVD 29 superseded value.
 EH1970
 EH1970.Click photographs - Photos may exist for this station.
 EH1970
 EH1970;                    North         East    Units  Estimated Accuracy
 EH1970;SPC AR S     -   644,270.      425,730.      MT  (+/- 180 meters Scaled)
 EH1970
 EH1970_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU171592(NAD 83)
 EH1970
 EH1970                          SUPERSEDED SURVEY CONTROL
 EH1970
 EH1970  NGVD 29 (11/26/84)   68.177  (m)          223.68   (f) ADJUSTED       
 EH1970
 EH1970.Superseded values are not recommended for survey control.
 EH1970
 EH1970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1970.See file dsdata.pdf to determine how the superseded data were derived.
 EH1970
 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       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0044 ***********************************************************************
 FF0044  DESIGNATION -  18 19
 FF0044  PID         -  FF0044
 FF0044  STATE/COUNTY-  AR/MISSISSIPPI
 FF0044  COUNTRY     -  US
 FF0044  USGS QUAD   -  DELL (2017)
 FF0044
 FF0044                         *CURRENT SURVEY CONTROL
 FF0044  ______________________________________________________________________
 FF0044* NAD 83(1986) POSITION- 35 50 43.     (N) 090 07 13.     (W)   SCALED
 FF0044* NAVD 88 ORTHO HEIGHT -    72.354 (meters)      237.38  (feet) ADJUSTED
 FF0044  ______________________________________________________________________
 FF0044  GEOID HEIGHT    -        -27.953 (meters)                     GEOID18
 FF0044  DYNAMIC HEIGHT  -         72.293 (meters)      237.18  (feet) COMP
 FF0044  MODELED GRAVITY -    979,788.1   (mgal)                       NAVD 88
 FF0044
 FF0044  VERT ORDER      -  FIRST     CLASS II
 FF0044
 FF0044.The horizontal coordinates were scaled from a map and have
 FF0044.an estimated accuracy of +/- 6 seconds.
 FF0044
 FF0044.The orthometric height was determined by differential leveling and
 FF0044.adjusted by the NATIONAL GEODETIC SURVEY
 FF0044.in June 1991.
 FF0044
 FF0044.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0044.GEOID18 height accuracy estimate available here.
 FF0044
 FF0044.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV600706(NAD 83)
 FF0044
 FF0044                          SUPERSEDED SURVEY CONTROL
 FF0044
 FF0044  NGVD 29 (11/26/84)   72.336  (m)          237.32   (f) ADJUSTED    1 2
 FF0044
 FF0044.Superseded values are not recommended for survey control.
 FF0044
 FF0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0044.See file dsdata.pdf to determine how the superseded data were derived.
 FF0044
 FF0044_MARKER: P = PIPE CAP
 FF0044_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF0044_STAMPING: BM 18-19
 FF0044_MARK LOGO: USACE
 FF0044_MAGNETIC: P = MARKER IS A STEEL PIPE
 FF0044_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0044
 FF0044  HISTORY     - Date     Condition        Report By
 FF0044  HISTORY     - UNK      MONUMENTED       USACE
 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'ABOUT 3.65 MILES SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 FF0044'FROM THE CITY WATER TOWER AT MANILA, ABOUT 0.15 MILE SOUTHEAST OF
 FF0044'SOUTHEAST END OF STATE HIGHWAY 18 BRIDGE OVER A LARGE DRAINAGE DITCH
 FF0044'(BIG LAKE RELIEF), AT CROSSING OF HIGHWAY 18 AND LITTLE RIVER LEVEE,
 FF0044'ACROSS HIGHWAY AND TRACK FROM TELEPHONE POLE NO. 526, 82 1/2 FEET
 FF0044'SOUTHWEST OF CENTERLINE OF HIGHWAY, 54 FEET SOUTHEAST OF CENTER OF TOP
 FF0044'OF LEVEE, 47 1/2 FEET SOUTHEAST OF LEVEE MILE POST 18-19, 13 FEET
 FF0044'SOUTH-SOUTHEAST AND INSIDE A FENCE CORNER, 17 FEET SOUTHWEST OF A
 FF0044'POWER POLE ON A BRANCH LINE, ABOUT 10 FEET BELOW LEVEL OF HIGHWAY AND
 FF0044'IS A 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 = MARCH 20, 2026 22:17:28 EDT
 FG0194 ***********************************************************************
 FG0194  DESIGNATION -  18 B
 FG0194  PID         -  FG0194
 FG0194  STATE/COUNTY-  AR/CLEBURNE
 FG0194  COUNTRY     -  US
 FG0194  USGS QUAD   -  QUITMAN (2017)
 FG0194
 FG0194                         *CURRENT SURVEY CONTROL
 FG0194  ______________________________________________________________________
 FG0194* NAD 83(1986) POSITION- 35 25 02.     (N) 092 08 40.     (W)   SCALED
 FG0194* NAVD 88 ORTHO HEIGHT -   213.691 (meters)      701.08  (feet) ADJUSTED
 FG0194  ______________________________________________________________________
 FG0194  GEOID HEIGHT    -        -27.620 (meters)                     GEOID18
 FG0194  DYNAMIC HEIGHT  -        213.495 (meters)      700.44  (feet) COMP
 FG0194  MODELED GRAVITY -    979,707.8   (mgal)                       NAVD 88
 FG0194
 FG0194  VERT ORDER      -  SECOND    CLASS 0
 FG0194
 FG0194.The horizontal coordinates were scaled from a map and have
 FG0194.an estimated accuracy of +/- 6 seconds.
 FG0194
 FG0194.The orthometric height was determined by differential leveling and
 FG0194.adjusted by the NATIONAL GEODETIC SURVEY
 FG0194.in June 1991.
 FG0194
 FG0194.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0194.GEOID18 height accuracy estimate available here.
 FG0194
 FG0194.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV776196(NAD 83)
 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
 FG0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0194.See file dsdata.pdf to determine how the superseded data were derived.
 FG0194
 FG0194_MARKER: Z = SEE DESCRIPTION
 FG0194_SETTING: 7 = 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             CGS
 FG0194  HISTORY     - 20150411 MARK NOT FOUND   ARHD
 FG0194
 FG0194                          STATION DESCRIPTION
 FG0194
 FG0194'DESCRIBED BY COAST AND 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.
 FG0194
 FG0194                          STATION RECOVERY (2015)
 FG0194
 FG0194'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (WDA)
 FG0194'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0195 ***********************************************************************
 FG0195  DESIGNATION -  18 B AZ MK
 FG0195  PID         -  FG0195
 FG0195  STATE/COUNTY-  AR/CLEBURNE
 FG0195  COUNTRY     -  US
 FG0195  USGS QUAD   -  QUITMAN (2017)
 FG0195
 FG0195                         *CURRENT SURVEY CONTROL
 FG0195  ______________________________________________________________________
 FG0195* NAD 83(1986) POSITION- 35 25 03.     (N) 092 08 59.     (W)   SCALED
 FG0195* NAVD 88 ORTHO HEIGHT -   207.480 (meters)      680.71  (feet) ADJUSTED
 FG0195  ______________________________________________________________________
 FG0195  GEOID HEIGHT    -        -27.626 (meters)                     GEOID18
 FG0195  DYNAMIC HEIGHT  -        207.289 (meters)      680.08  (feet) COMP
 FG0195  MODELED GRAVITY -    979,708.4   (mgal)                       NAVD 88
 FG0195
 FG0195  VERT ORDER      -  SECOND    CLASS 0
 FG0195
 FG0195.The horizontal coordinates were scaled from a map and have
 FG0195.an estimated accuracy of +/- 6 seconds.
 FG0195
 FG0195.The orthometric height was determined by differential leveling and
 FG0195.adjusted by the NATIONAL GEODETIC SURVEY
 FG0195.in June 1991.
 FG0195
 FG0195.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0195.GEOID18 height accuracy estimate available here.
 FG0195
 FG0195.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV771196(NAD 83)
 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
 FG0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0195.See file dsdata.pdf to determine how the superseded data were derived.
 FG0195
 FG0195_MARKER: DZ = AZIMUTH MARK DISK
 FG0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0195_STAMPING: 18B 1962
 FG0195_MARK LOGO: CGS
 FG0195_PROJECTION: PROJECTING 5 CENTIMETERS
 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  HISTORY     - 20150411 MARK NOT FOUND   ARHD
 FG0195
 FG0195                          STATION DESCRIPTION
 FG0195
 FG0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 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.
 FG0195
 FG0195                          STATION RECOVERY (2015)
 FG0195
 FG0195'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (WDA)
 FG0195'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1419 ***********************************************************************
 FF1419  DESIGNATION -  18 BLS
 FF1419  PID         -  FF1419
 FF1419  STATE/COUNTY-  AR/WHITE
 FF1419  COUNTRY     -  US
 FF1419  USGS QUAD   -  BEEBE (2017)
 FF1419
 FF1419                         *CURRENT SURVEY CONTROL
 FF1419  ______________________________________________________________________
 FF1419* NAD 83(1986) POSITION- 35 04 49.     (N) 091 52 54.     (W)   SCALED
 FF1419* NAVD 88 ORTHO HEIGHT -    77.502 (meters)      254.27  (feet) ADJUSTED
 FF1419  ______________________________________________________________________
 FF1419  GEOID HEIGHT    -        -27.324 (meters)                     GEOID18
 FF1419  DYNAMIC HEIGHT  -         77.431 (meters)      254.04  (feet) COMP
 FF1419  MODELED GRAVITY -    979,717.6   (mgal)                       NAVD 88
 FF1419
 FF1419  VERT ORDER      -  SECOND    CLASS 0
 FF1419
 FF1419.The horizontal coordinates were scaled from a map and have
 FF1419.an estimated accuracy of +/- 6 seconds.
 FF1419
 FF1419.The orthometric height was determined by differential leveling and
 FF1419.adjusted by the NATIONAL GEODETIC SURVEY
 FF1419.in June 1991.
 FF1419
 FF1419.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1419.GEOID18 height accuracy estimate available here.
 FF1419
 FF1419.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU019825(NAD 83)
 FF1419
 FF1419                          SUPERSEDED SURVEY CONTROL
 FF1419
 FF1419  NGVD 29 (11/26/84)   77.480  (m)          254.20   (f) ADJUSTED    2 0
 FF1419
 FF1419.Superseded values are not recommended for survey control.
 FF1419
 FF1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1419.See file dsdata.pdf to determine how the superseded data were derived.
 FF1419
 FF1419_MARKER: DD = SURVEY DISK
 FF1419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1419_STAMPING: 18 BLS 1960
 FF1419_MARK LOGO: USGS
 FF1419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1419+STABILITY: SURFACE MOTION
 FF1419
 FF1419  HISTORY     - Date     Condition        Report By
 FF1419  HISTORY     - 1960     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 MILE NORTH ALONG STATE HIGHWAY 31 FROM THE RAILROAD STATION AT
 FF1419'PEEBE, 80 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION OF U.S.
 FF1419'HIGHWAYS 64, 67 AND 167 AND STATE HIGHWAY 31, 66 FEET SOUTH OF THE
 FF1419'CENTERLINE OF U.S. HIGHWAYS 64, 67 AND 167, 6.7 FEET EAST OF A POWER
 FF1419'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 = MARCH 20, 2026 22:17:28 EDT
 EH2602 ***********************************************************************
 EH2602  DESIGNATION -  18 FDR
 EH2602  PID         -  EH2602
 EH2602  STATE/COUNTY-  AR/LINCOLN
 EH2602  COUNTRY     -  US
 EH2602  USGS QUAD   -  CADES (2017)
 EH2602
 EH2602                         *CURRENT SURVEY CONTROL
 EH2602  ______________________________________________________________________
 EH2602* NAD 83(1986) POSITION- 34 00 39.     (N) 091 35 00.     (W)   SCALED
 EH2602* NAVD 88 ORTHO HEIGHT -    51.550 (meters)      169.13  (feet) ADJUSTED
 EH2602  ______________________________________________________________________
 EH2602  GEOID HEIGHT    -        -25.985 (meters)                     GEOID18
 EH2602  DYNAMIC HEIGHT  -         51.499 (meters)      168.96  (feet) COMP
 EH2602  MODELED GRAVITY -    979,648.5   (mgal)                       NAVD 88
 EH2602
 EH2602  VERT ORDER      -  FIRST     CLASS II
 EH2602
 EH2602.The horizontal coordinates were scaled from a map and have
 EH2602.an estimated accuracy of +/- 6 seconds.
 EH2602
 EH2602.The orthometric height was determined by differential leveling and
 EH2602.adjusted by the NATIONAL GEODETIC SURVEY
 EH2602.in June 1991.
 EH2602
 EH2602.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2602.GEOID18 height accuracy estimate available here.
 EH2602
 EH2602.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT308642(NAD 83)
 EH2602
 EH2602                          SUPERSEDED SURVEY CONTROL
 EH2602
 EH2602.No superseded survey control is available for this station.
 EH2602
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0127 ***********************************************************************
 FG0127  DESIGNATION -  18 RHM
 FG0127  PID         -  FG0127
 FG0127  STATE/COUNTY-  AR/FAULKNER
 FG0127  COUNTRY     -  US
 FG0127  USGS QUAD   -  ENOLA (2017)
 FG0127
 FG0127                         *CURRENT SURVEY CONTROL
 FG0127  ______________________________________________________________________
 FG0127* NAD 83(1986) POSITION- 35 08 50.     (N) 092 14 10.     (W)   SCALED
 FG0127* NAVD 88 ORTHO HEIGHT -   101.037 (meters)      331.49  (feet) ADJUSTED
 FG0127  ______________________________________________________________________
 FG0127  GEOID HEIGHT    -        -27.744 (meters)                     GEOID18
 FG0127  DYNAMIC HEIGHT  -        100.942 (meters)      331.17  (feet) COMP
 FG0127  MODELED GRAVITY -    979,700.6   (mgal)                       NAVD 88
 FG0127
 FG0127  VERT ORDER      -  SECOND    CLASS 0
 FG0127
 FG0127.The horizontal coordinates were scaled from a map and have
 FG0127.an estimated accuracy of +/- 6 seconds.
 FG0127
 FG0127.The orthometric height was determined by differential leveling and
 FG0127.adjusted by the NATIONAL GEODETIC SURVEY
 FG0127.in June 1991.
 FG0127
 FG0127.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0127.GEOID18 height accuracy estimate available here.
 FG0127
 FG0127.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU695896(NAD 83)
 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
 FG0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0127.See file dsdata.pdf to determine how the superseded data were derived.
 FG0127
 FG0127_MARKER: DB = BENCH MARK DISK
 FG0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0127_STAMPING: 18 RHM 1960
 FG0127_MARK LOGO: USGS
 FG0127_PROJECTION: PROJECTING 13 CENTIMETERS
 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             CGS
 FG0127  HISTORY     - 20081208 MARK NOT FOUND   ARHD
 FG0127
 FG0127                          STATION DESCRIPTION
 FG0127
 FG0127'DESCRIBED BY COAST AND 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.
 FG0127
 FG0127                          STATION RECOVERY (2008)
 FG0127
 FG0127'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2008 (WDA)
 FG0127'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1741 ***********************************************************************
 EH1741  DESIGNATION -  18/19
 EH1741  PID         -  EH1741
 EH1741  STATE/COUNTY-  AR/JEFFERSON
 EH1741  COUNTRY     -  US
 EH1741  USGS QUAD   -  MOSCOW (2017)
 EH1741
 EH1741                         *CURRENT SURVEY CONTROL
 EH1741  ______________________________________________________________________
 EH1741* NAD 83(1986) POSITION- 34 11 18.     (N) 091 46 28.     (W)   SCALED
 EH1741* NAVD 88 ORTHO HEIGHT -    60.799 (meters)      199.47  (feet) ADJUSTED
 EH1741  ______________________________________________________________________
 EH1741  GEOID HEIGHT    -        -26.006 (meters)                     GEOID18
 EH1741  DYNAMIC HEIGHT  -         60.740 (meters)      199.28  (feet) COMP
 EH1741  MODELED GRAVITY -    979,662.3   (mgal)                       NAVD 88
 EH1741
 EH1741  VERT ORDER      -  SECOND    CLASS 0
 EH1741
 EH1741.The horizontal coordinates were scaled from a map and have
 EH1741.an estimated accuracy of +/- 6 seconds.
 EH1741
 EH1741.The orthometric height was determined by differential leveling and
 EH1741.adjusted by the NATIONAL GEODETIC SURVEY
 EH1741.in August 1993.
 EH1741
 EH1741.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1741.GEOID18 height accuracy estimate available here.
 EH1741
 EH1741.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT129837(NAD 83)
 EH1741
 EH1741                          SUPERSEDED SURVEY CONTROL
 EH1741
 EH1741  NAVD 88 (06/15/91)   60.817  (m)          199.53   (f) SUPERSEDED  2 0
 EH1741  NGVD 29 (11/26/84)   60.852  (m)          199.65   (f) ADJUSTED    2 0
 EH1741
 EH1741.Superseded values are not recommended for survey control.
 EH1741
 EH1741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1741.See file dsdata.pdf to determine how the superseded data were derived.
 EH1741
 EH1741_MARKER: P = PIPE CAP
 EH1741_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1741_STAMPING: B M 18/19
 EH1741_MARK LOGO: USACE
 EH1741_MAGNETIC: P = MARKER IS A STEEL PIPE
 EH1741_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1741
 EH1741  HISTORY     - Date     Condition        Report By
 EH1741  HISTORY     - UNK      MONUMENTED       USACE
 EH1741  HISTORY     - 1964     MARK NOT FOUND   USGS
 EH1741
 EH1741                          STATION DESCRIPTION
 EH1741
 EH1741'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0009 ***********************************************************************
 FG0009  DESIGNATION -  183
 FG0009  PID         -  FG0009
 FG0009  STATE/COUNTY-  AR/IZARD
 FG0009  COUNTRY     -  US
 FG0009  USGS QUAD   -  SYLAMORE (2017)
 FG0009
 FG0009                         *CURRENT SURVEY CONTROL
 FG0009  ______________________________________________________________________
 FG0009* NAD 83(1986) POSITION- 35 56 41.     (N) 092 06 20.     (W)   SCALED
 FG0009* NAVD 88 ORTHO HEIGHT -   110.243 (meters)      361.69  (feet) ADJUSTED
 FG0009  ______________________________________________________________________
 FG0009  GEOID HEIGHT    -        -27.833 (meters)                     GEOID18
 FG0009  DYNAMIC HEIGHT  -        110.146 (meters)      361.37  (feet) COMP
 FG0009  MODELED GRAVITY -    979,758.2   (mgal)                       NAVD 88
 FG0009
 FG0009  VERT ORDER      -  SECOND    CLASS 0
 FG0009
 FG0009.The horizontal coordinates were scaled from a map and have
 FG0009.an estimated accuracy of +/- 6 seconds.
 FG0009
 FG0009.The orthometric height was determined by differential leveling and
 FG0009.adjusted by the NATIONAL GEODETIC SURVEY
 FG0009.in June 1991.
 FG0009
 FG0009.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0009.GEOID18 height accuracy estimate available here.
 FG0009
 FG0009.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV806781(NAD 83)
 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
 FG0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0009.See file dsdata.pdf to determine how the superseded data were derived.
 FG0009
 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             CGS
 FG0009  HISTORY     - 1935     GOOD             CGS
 FG0009
 FG0009                          STATION DESCRIPTION
 FG0009
 FG0009'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1935
 FG0009'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0863 ***********************************************************************
 FG0863  DESIGNATION -  1845.6
 FG0863  PID         -  FG0863
 FG0863  STATE/COUNTY-  AR/POPE
 FG0863  COUNTRY     -  US
 FG0863  USGS QUAD   -  FORT DOUGLAS (2017)
 FG0863
 FG0863                         *CURRENT SURVEY CONTROL
 FG0863  ______________________________________________________________________
 FG0863* NAD 83(1986) POSITION- 35 43 29.     (N) 093 07 46.     (W)   SCALED
 FG0863* NAVD 88 ORTHO HEIGHT -   562.774 (meters)     1846.37  (feet) ADJUSTED
 FG0863  ______________________________________________________________________
 FG0863  GEOID HEIGHT    -        -28.150 (meters)                     GEOID18
 FG0863  DYNAMIC HEIGHT  -        562.232 (meters)     1844.59  (feet) COMP
 FG0863  MODELED GRAVITY -    979,651.3   (mgal)                       NAVD 88
 FG0863
 FG0863  VERT ORDER      -  SECOND    CLASS 0
 FG0863
 FG0863.The horizontal coordinates were scaled from a map and have
 FG0863.an estimated accuracy of +/- 6 seconds.
 FG0863
 FG0863.The orthometric height was determined by differential leveling and
 FG0863.adjusted by the NATIONAL GEODETIC SURVEY
 FG0863.in June 1991.
 FG0863
 FG0863.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0863.GEOID18 height accuracy estimate available here.
 FG0863
 FG0863.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV882534(NAD 83)
 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
 FG0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0863.See file dsdata.pdf to determine how the superseded data were derived.
 FG0863
 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             CGS
 FG0863
 FG0863                          STATION DESCRIPTION
 FG0863
 FG0863'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EH1606 ***********************************************************************
 EH1606  DESIGNATION -  186
 EH1606  PID         -  EH1606
 EH1606  STATE/COUNTY-  AR/JEFFERSON
 EH1606  COUNTRY     -  US
 EH1606  USGS QUAD   -  CADES (2017)
 EH1606
 EH1606                         *CURRENT SURVEY CONTROL
 EH1606  ______________________________________________________________________
 EH1606* NAD 83(1986) POSITION- 34 06 26.     (N) 091 34 08.     (W)   SCALED
 EH1606* NAVD 88 ORTHO HEIGHT -    56.759 (meters)      186.22  (feet) ADJUSTED
 EH1606  ______________________________________________________________________
 EH1606  GEOID HEIGHT    -        -26.052 (meters)                     GEOID18
 EH1606  DYNAMIC HEIGHT  -         56.703 (meters)      186.03  (feet) COMP
 EH1606  MODELED GRAVITY -    979,655.6   (mgal)                       NAVD 88
 EH1606
 EH1606  VERT ORDER      -  SECOND    CLASS 0
 EH1606
 EH1606.The horizontal coordinates were scaled from a map and have
 EH1606.an estimated accuracy of +/- 6 seconds.
 EH1606
 EH1606.The orthometric height was determined by differential leveling and
 EH1606.adjusted by the NATIONAL GEODETIC SURVEY
 EH1606.in August 1993.
 EH1606
 EH1606.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1606.GEOID18 height accuracy estimate available here.
 EH1606
 EH1606.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT319749(NAD 83)
 EH1606
 EH1606                          SUPERSEDED SURVEY CONTROL
 EH1606
 EH1606  NAVD 88 (06/15/91)   56.804  (m)          186.36   (f) SUPERSEDED  2 0
 EH1606  NGVD 29 (11/26/84)   56.805  (m)          186.37   (f) ADJUSTED    2 0
 EH1606
 EH1606.Superseded values are not recommended for survey control.
 EH1606
 EH1606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1606.See file dsdata.pdf to determine how the superseded data were derived.
 EH1606
 EH1606_MARKER: P = PIPE CAP
 EH1606_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1606_MARK LOGO: USACE
 EH1606_MAGNETIC: P = MARKER IS A STEEL PIPE
 EH1606_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1606
 EH1606  HISTORY     - Date     Condition        Report By
 EH1606  HISTORY     - UNK      MONUMENTED       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0861 ***********************************************************************
 FG0861  DESIGNATION -  1876.7
 FG0861  PID         -  FG0861
 FG0861  STATE/COUNTY-  AR/POPE
 FG0861  COUNTRY     -  US
 FG0861  USGS QUAD   -  SAND GAP (2017)
 FG0861
 FG0861                         *CURRENT SURVEY CONTROL
 FG0861  ______________________________________________________________________
 FG0861* NAD 83(1986) POSITION- 35 43 10.     (N) 093 06 52.     (W)   SCALED
 FG0861* NAVD 88 ORTHO HEIGHT -   572.250 (meters)     1877.46  (feet) ADJUSTED
 FG0861  ______________________________________________________________________
 FG0861  GEOID HEIGHT    -        -28.146 (meters)                     GEOID18
 FG0861  DYNAMIC HEIGHT  -        571.695 (meters)     1875.64  (feet) COMP
 FG0861  MODELED GRAVITY -    979,644.8   (mgal)                       NAVD 88
 FG0861
 FG0861  VERT ORDER      -  SECOND    CLASS 0
 FG0861
 FG0861.The horizontal coordinates were scaled from a map and have
 FG0861.an estimated accuracy of +/- 6 seconds.
 FG0861
 FG0861.The orthometric height was determined by differential leveling and
 FG0861.adjusted by the NATIONAL GEODETIC SURVEY
 FG0861.in June 1991.
 FG0861
 FG0861.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0861.GEOID18 height accuracy estimate available here.
 FG0861
 FG0861.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV896528(NAD 83)
 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
 FG0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0861.See file dsdata.pdf to determine how the superseded data were derived.
 FG0861
 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             CGS
 FG0861
 FG0861                          STATION DESCRIPTION
 FG0861
 FG0861'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EH2131 ***********************************************************************
 EH2131  DESIGNATION -  19
 EH2131  PID         -  EH2131
 EH2131  STATE/COUNTY-  AR/LONOKE
 EH2131  COUNTRY     -  US
 EH2131  USGS QUAD   -  POCKET PRAIRIE (2017)
 EH2131
 EH2131                         *CURRENT SURVEY CONTROL
 EH2131  ______________________________________________________________________
 EH2131* NAD 83(1986) POSITION- 34 45 44.     (N) 091 50 21.     (W)   SCALED
 EH2131* NAVD 88 ORTHO HEIGHT -    71.209 (meters)      233.62  (feet) ADJUSTED
 EH2131  ______________________________________________________________________
 EH2131  GEOID HEIGHT    -        -26.789 (meters)                     GEOID18
 EH2131  DYNAMIC HEIGHT  -         71.143 (meters)      233.41  (feet) COMP
 EH2131  MODELED GRAVITY -    979,700.5   (mgal)                       NAVD 88
 EH2131
 EH2131  VERT ORDER      -  FIRST     CLASS II
 EH2131
 EH2131.The horizontal coordinates were scaled from a map and have
 EH2131.an estimated accuracy of +/- 6 seconds.
 EH2131
 EH2131.The orthometric height was determined by differential leveling and
 EH2131.adjusted by the NATIONAL GEODETIC SURVEY
 EH2131.in June 1991.
 EH2131
 EH2131.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2131.GEOID18 height accuracy estimate available here.
 EH2131
 EH2131.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU062472(NAD 83)
 EH2131
 EH2131                          SUPERSEDED SURVEY CONTROL
 EH2131
 EH2131  NGVD 29 (11/26/84)   71.223  (m)          233.67   (f) ADJUSTED    1 2
 EH2131
 EH2131.Superseded values are not recommended for survey control.
 EH2131
 EH2131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2131.See file dsdata.pdf to determine how the superseded data were derived.
 EH2131
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1420 ***********************************************************************
 FF1420  DESIGNATION -  19 BLS
 FF1420  PID         -  FF1420
 FF1420  STATE/COUNTY-  AR/WHITE
 FF1420  COUNTRY     -  US
 FF1420  USGS QUAD   -  BEEBE (2017)
 FF1420
 FF1420                         *CURRENT SURVEY CONTROL
 FF1420  ______________________________________________________________________
 FF1420* NAD 83(1986) POSITION- 35 05 57.1    (N) 091 52 59.2    (W)   HD_HELD2
 FF1420* NAVD 88 ORTHO HEIGHT -    70.986 (meters)      232.89  (feet) ADJUSTED
 FF1420  ______________________________________________________________________
 FF1420  GEOID HEIGHT    -        -27.342 (meters)                     GEOID18
 FF1420  DYNAMIC HEIGHT  -         70.921 (meters)      232.68  (feet) COMP
 FF1420  MODELED GRAVITY -    979,718.7   (mgal)                       NAVD 88
 FF1420
 FF1420  VERT ORDER      -  SECOND    CLASS 0
 FF1420
 FF1420.The horizontal coordinates were established by autonomous hand held GPS
 FF1420.observations and have an estimated accuracy of +/- 10 meters.
 FF1420
 FF1420.The orthometric height was determined by differential leveling and
 FF1420.adjusted by the NATIONAL GEODETIC SURVEY
 FF1420.in June 1991.
 FF1420
 FF1420.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1420.GEOID18 height accuracy estimate available here.
 FF1420
 FF1420.Click photographs - Photos may exist for this station.
 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     -    84,972.      410,657.      MT  (+/- 10 meters HH2 GPS)
 FF1420
 FF1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU0179784613(NAD 83)
 FF1420
 FF1420                          SUPERSEDED SURVEY CONTROL
 FF1420
 FF1420  NGVD 29 (11/26/84)   70.965  (m)          232.82   (f) ADJUSTED    2 0
 FF1420
 FF1420.Superseded values are not recommended for survey control.
 FF1420
 FF1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1420.See file dsdata.pdf to determine how the superseded data were derived.
 FF1420
 FF1420_MARKER: DD = SURVEY DISK
 FF1420_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF1420_SP_SET: BRIDGE
 FF1420_STAMPING: 19 BLS 1960
 FF1420_MARK LOGO: USGS
 FF1420_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF1420_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF1420+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2014
 FF1420
 FF1420  HISTORY     - Date     Condition        Report By
 FF1420  HISTORY     - 1960     MONUMENTED       USGS
 FF1420  HISTORY     - 1962     GOOD             CGS
 FF1420  HISTORY     - 20020606 GOOD             USACE
 FF1420  HISTORY     - 20140731 GOOD             ARHD
 FF1420
 FF1420                          STATION DESCRIPTION
 FF1420
 FF1420'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 FF1420'2.0 MILES NORTH ALONG STATE HIGHWAY 31 FROM THE RAILROAD STATION AT
 FF1420'BEEBE, 15.5 FEET EAST OF THE CENTERLINE OF HIGHWAY 31, CEMENTED IN A
 FF1420'DRILL HOLE IN THE TOP OF EAST END OF THE NORTH HEADWALL OF A CONCRETE
 FF1420'BRIDGE OVER BULL CREEK, 0.6 FOOT ABOVE THE SURFACE OF THE HIGHWAY.
 FF1420
 FF1420                          STATION RECOVERY (2002)
 FF1420
 FF1420'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 FF1420'RECOVERED IN GOOD CONDITION.
 FF1420
 FF1420                          STATION RECOVERY (2014)
 FF1420
 FF1420'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (JDH)
 FF1420'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1633 ***********************************************************************
 EH1633  DESIGNATION -  191.12
 EH1633  PID         -  EH1633
 EH1633  STATE/COUNTY-  AR/ARKANSAS
 EH1633  COUNTRY     -  US
 EH1633  USGS QUAD   -  LODGE CORNER (2017)
 EH1633
 EH1633                         *CURRENT SURVEY CONTROL
 EH1633  ______________________________________________________________________
 EH1633* NAD 83(1986) POSITION- 34 17 56.     (N) 091 31 39.     (W)   SCALED
 EH1633* NAVD 88 ORTHO HEIGHT -    58.274 (meters)      191.19  (feet) ADJUSTED
 EH1633  ______________________________________________________________________
 EH1633  GEOID HEIGHT    -        -26.288 (meters)                     GEOID18
 EH1633  DYNAMIC HEIGHT  -         58.218 (meters)      191.00  (feet) COMP
 EH1633  MODELED GRAVITY -    979,668.2   (mgal)                       NAVD 88
 EH1633
 EH1633  VERT ORDER      -  SECOND    CLASS 0
 EH1633
 EH1633.The horizontal coordinates were scaled from a map and have
 EH1633.an estimated accuracy of +/- 6 seconds.
 EH1633
 EH1633.The orthometric height was determined by differential leveling and
 EH1633.adjusted by the NATIONAL GEODETIC SURVEY
 EH1633.in August 1993.
 EH1633
 EH1633.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1633.GEOID18 height accuracy estimate available here.
 EH1633
 EH1633.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT355962(NAD 83)
 EH1633
 EH1633                          SUPERSEDED SURVEY CONTROL
 EH1633
 EH1633  NAVD 88 (06/15/91)   58.325  (m)          191.35   (f) SUPERSEDED  2 0
 EH1633  NGVD 29 (11/26/84)   58.319  (m)          191.33   (f) ADJUSTED    2 0
 EH1633
 EH1633.Superseded values are not recommended for survey control.
 EH1633
 EH1633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1633.See file dsdata.pdf to determine how the superseded data were derived.
 EH1633
 EH1633_MARKER: Q = CHISELED SQUARE
 EH1633_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EH1633_SP_SET: CULVERT HEADWALL
 EH1633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1633+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1271 ***********************************************************************
 EH1271  DESIGNATION -  1929
 EH1271  PID         -  EH1271
 EH1271  STATE/COUNTY-  AR/PRAIRIE
 EH1271  COUNTRY     -  US
 EH1271  USGS QUAD   -  DES ARC EAST (2017)
 EH1271
 EH1271                         *CURRENT SURVEY CONTROL
 EH1271  ______________________________________________________________________
 EH1271* NAD 83(1986) POSITION- 34 58 40.     (N) 091 29 41.     (W)   SCALED
 EH1271* NAVD 88 ORTHO HEIGHT -    61.897 (meters)      203.07  (feet) ADJUSTED
 EH1271  ______________________________________________________________________
 EH1271  GEOID HEIGHT    -        -27.185 (meters)                     GEOID18
 EH1271  DYNAMIC HEIGHT  -         61.840 (meters)      202.89  (feet) COMP
 EH1271  MODELED GRAVITY -    979,711.3   (mgal)                       NAVD 88
 EH1271
 EH1271  VERT ORDER      -  FIRST     CLASS II
 EH1271
 EH1271.The horizontal coordinates were scaled from a map and have
 EH1271.an estimated accuracy of +/- 6 seconds.
 EH1271
 EH1271.The orthometric height was determined by differential leveling and
 EH1271.adjusted by the NATIONAL GEODETIC SURVEY
 EH1271.in June 1991.
 EH1271
 EH1271.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1271.GEOID18 height accuracy estimate available here.
 EH1271
 EH1271.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU374716(NAD 83)
 EH1271
 EH1271                          SUPERSEDED SURVEY CONTROL
 EH1271
 EH1271  NGVD 29 (11/26/84)   61.891  (m)          203.05   (f) ADJUSTED    1 2
 EH1271
 EH1271.Superseded values are not recommended for survey control.
 EH1271
 EH1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1271.See file dsdata.pdf to determine how the superseded data were derived.
 EH1271
 EH1271_MARKER: P = PIPE CAP
 EH1271_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1271_STAMPING: 1929
 EH1271_MARK LOGO: USACE
 EH1271_PROJECTION: PROJECTING 15 CENTIMETERS
 EH1271_MAGNETIC: P = MARKER IS A STEEL PIPE
 EH1271_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1271
 EH1271  HISTORY     - Date     Condition        Report By
 EH1271  HISTORY     - UNK      MONUMENTED       USACE
 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'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 = MARCH 20, 2026 22:17:28 EDT
 FG0745 ***********************************************************************
 FG0745  DESIGNATION -  1932.8
 FG0745  PID         -  FG0745
 FG0745  STATE/COUNTY-  AR/NEWTON
 FG0745  COUNTRY     -  US
 FG0745  USGS QUAD   -  LURTON (2017)
 FG0745
 FG0745                         *CURRENT SURVEY CONTROL
 FG0745  ______________________________________________________________________
 FG0745* NAD 83(1986) POSITION- 35 52 24.     (N) 093 02 29.     (W)   SCALED
 FG0745* NAVD 88 ORTHO HEIGHT -   589.236 (meters)     1933.19  (feet) ADJUSTED
 FG0745  ______________________________________________________________________
 FG0745  GEOID HEIGHT    -        -28.134 (meters)                     GEOID18
 FG0745  DYNAMIC HEIGHT  -        588.672 (meters)     1931.33  (feet) COMP
 FG0745  MODELED GRAVITY -    979,655.9   (mgal)                       NAVD 88
 FG0745
 FG0745  VERT ORDER      -  SECOND    CLASS 0
 FG0745
 FG0745.The horizontal coordinates were scaled from a map and have
 FG0745.an estimated accuracy of +/- 6 seconds.
 FG0745
 FG0745.The orthometric height was determined by differential leveling and
 FG0745.adjusted by the NATIONAL GEODETIC SURVEY
 FG0745.in June 1991.
 FG0745
 FG0745.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0745.GEOID18 height accuracy estimate available here.
 FG0745
 FG0745.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV962699(NAD 83)
 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
 FG0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0745.See file dsdata.pdf to determine how the superseded data were derived.
 FG0745
 FG0745_MARKER: N = NAIL
 FG0745_SETTING: 33 = WOODEN OBJECT (DRIVEN IN A PILE, POLE, TREE OR STUMP)
 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             CGS
 FG0745
 FG0745                          STATION DESCRIPTION
 FG0745
 FG0745'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EH1636 ***********************************************************************
 EH1636  DESIGNATION -  194.63
 EH1636  PID         -  EH1636
 EH1636  STATE/COUNTY-  AR/ARKANSAS
 EH1636  COUNTRY     -  US
 EH1636  USGS QUAD   -  LODGE CORNER (2017)
 EH1636
 EH1636                         *CURRENT SURVEY CONTROL
 EH1636  ______________________________________________________________________
 EH1636* NAD 83(1986) POSITION- 34 18 49.     (N) 091 31 38.     (W)   SCALED
 EH1636* NAVD 88 ORTHO HEIGHT -    59.329 (meters)      194.65  (feet) ADJUSTED
 EH1636  ______________________________________________________________________
 EH1636  GEOID HEIGHT    -        -26.309 (meters)                     GEOID18
 EH1636  DYNAMIC HEIGHT  -         59.272 (meters)      194.46  (feet) COMP
 EH1636  MODELED GRAVITY -    979,669.2   (mgal)                       NAVD 88
 EH1636
 EH1636  VERT ORDER      -  SECOND    CLASS 0
 EH1636
 EH1636.The horizontal coordinates were scaled from a map and have
 EH1636.an estimated accuracy of +/- 6 seconds.
 EH1636
 EH1636.The orthometric height was determined by differential leveling and
 EH1636.adjusted by the NATIONAL GEODETIC SURVEY
 EH1636.in August 1993.
 EH1636
 EH1636.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1636.GEOID18 height accuracy estimate available here.
 EH1636
 EH1636.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT355979(NAD 83)
 EH1636
 EH1636                          SUPERSEDED SURVEY CONTROL
 EH1636
 EH1636  NAVD 88 (06/15/91)   59.378  (m)          194.81   (f) SUPERSEDED  2 0
 EH1636  NGVD 29 (11/26/84)   59.374  (m)          194.80   (f) ADJUSTED    2 0
 EH1636
 EH1636.Superseded values are not recommended for survey control.
 EH1636
 EH1636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1636.See file dsdata.pdf to determine how the superseded data were derived.
 EH1636
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0241 ***********************************************************************
 GE0241  DESIGNATION -  195+00
 GE0241  PID         -  GE0241
 GE0241  STATE/COUNTY-  AR/CLAY
 GE0241  COUNTRY     -  US
 GE0241  USGS QUAD   -  KNOBEL (2017)
 GE0241
 GE0241                         *CURRENT SURVEY CONTROL
 GE0241  ______________________________________________________________________
 GE0241* NAD 83(1986) POSITION- 36 22 05.     (N) 090 35 20.     (W)   SCALED
 GE0241* NAVD 88 ORTHO HEIGHT -    88.954 (meters)      291.84  (feet) ADJUSTED
 GE0241  ______________________________________________________________________
 GE0241  GEOID HEIGHT    -        -28.568 (meters)                     GEOID18
 GE0241  DYNAMIC HEIGHT  -         88.882 (meters)      291.61  (feet) COMP
 GE0241  MODELED GRAVITY -    979,829.0   (mgal)                       NAVD 88
 GE0241
 GE0241  VERT ORDER      -  FIRST     CLASS II
 GE0241
 GE0241.The horizontal coordinates were scaled from a map and have
 GE0241.an estimated accuracy of +/- 6 seconds.
 GE0241
 GE0241.The orthometric height was determined by differential leveling and
 GE0241.adjusted by the NATIONAL GEODETIC SURVEY
 GE0241.in June 1991.
 GE0241
 GE0241.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0241.GEOID18 height accuracy estimate available here.
 GE0241
 GE0241.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA163274(NAD 83)
 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
 GE0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0241.See file dsdata.pdf to determine how the superseded data were derived.
 GE0241
 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             CGS
 GE0241  HISTORY     - 20020917 MARK NOT FOUND   USACE
 GE0241
 GE0241                          STATION DESCRIPTION
 GE0241
 GE0241'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EH1831 ***********************************************************************
 EH1831  DESIGNATION -  195.0
 EH1831  PID         -  EH1831
 EH1831  STATE/COUNTY-  AR/JEFFERSON
 EH1831  COUNTRY     -  US
 EH1831  USGS QUAD   -  HUMPHREY (2017)
 EH1831
 EH1831                         *CURRENT SURVEY CONTROL
 EH1831  ______________________________________________________________________
 EH1831* NAD 83(1986) POSITION- 34 27 09.     (N) 091 43 27.     (W)   SCALED
 EH1831* NAVD 88 ORTHO HEIGHT -    59.289 (meters)      194.52  (feet) POSTED
 EH1831  ______________________________________________________________________
 EH1831  GEOID HEIGHT    -        -26.371 (meters)                     GEOID18
 EH1831  DYNAMIC HEIGHT  -         59.23  (meters)      194.3   (feet) COMP
 EH1831  MODELED GRAVITY -    979,681.6   (mgal)                       NAVD 88
 EH1831
 EH1831  VERT ORDER      -  * POSTED, SEE BELOW
 EH1831
 EH1831.The horizontal coordinates were scaled from a 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
 EH1831.* This is a POSTED BENCH MARK height.
 EH1831
 EH1831.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1831.GEOID18 height accuracy estimate available here.
 EH1831
 EH1831.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU171130(NAD 83)
 EH1831
 EH1831                          SUPERSEDED SURVEY CONTROL
 EH1831
 EH1831  NGVD 29 (11/26/84)   59.317  (m)          194.61   (f) ADJUSTED    2 0
 EH1831
 EH1831.Superseded values are not recommended for survey control.
 EH1831
 EH1831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1831.See file dsdata.pdf to determine how the superseded data were derived.
 EH1831
 EH1831_MARKER: Q = CHISELED SQUARE
 EH1831_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EH1831_SP_SET: CULVERT HEADWALL
 EH1831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1831+STABILITY: SURFACE MOTION
 EH1831
 EH1831  HISTORY     - Date     Condition        Report By
 EH1831  HISTORY     - UNK      MONUMENTED       USACE
 EH1831  HISTORY     - 1955     GOOD             CGS
 EH1831
 EH1831                          STATION DESCRIPTION
 EH1831
 EH1831'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0744 ***********************************************************************
 FG0744  DESIGNATION -  1955.1
 FG0744  PID         -  FG0744
 FG0744  STATE/COUNTY-  AR/NEWTON
 FG0744  COUNTRY     -  US
 FG0744  USGS QUAD   -  LURTON (2017)
 FG0744
 FG0744                         *CURRENT SURVEY CONTROL
 FG0744  ______________________________________________________________________
 FG0744* NAD 83(1986) POSITION- 35 51 43.     (N) 093 02 38.     (W)   SCALED
 FG0744* NAVD 88 ORTHO HEIGHT -   596.05  (+/-2cm)     1955.5   (feet) VERTCON3
 FG0744  ______________________________________________________________________
 FG0744  GEOID HEIGHT    -        -28.116 (meters)                     GEOID18
 FG0744  VERT ORDER      -  ? (See Below)
 FG0744
 FG0744.The horizontal coordinates were scaled from a 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
 FG0744.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0744.GEOID18 height accuracy estimate available here.
 FG0744
 FG0744.The vertical order pertains to the NGVD 29 superseded value.
 FG0744
 FG0744.Click photographs - Photos may exist for this station.
 FG0744
 FG0744;                    North         East    Units  Estimated Accuracy
 FG0744;SPC AR N     -   170,090.      305,720.      MT  (+/- 180 meters Scaled)
 FG0744
 FG0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV960686(NAD 83)
 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
 FG0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0744.See file dsdata.pdf to determine how the superseded data were derived.
 FG0744
 FG0744_MARKER: N = NAIL
 FG0744_SETTING: 33 = WOODEN OBJECT (DRIVEN IN A PILE, POLE, TREE OR STUMP)
 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             CGS
 FG0744
 FG0744                          STATION DESCRIPTION
 FG0744
 FG0744'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 GE0232 ***********************************************************************
 GE0232  DESIGNATION -  197/39
 GE0232  PID         -  GE0232
 GE0232  STATE/COUNTY-  AR/CLAY
 GE0232  COUNTRY     -  US
 GE0232  USGS QUAD   -  KNOBEL (2017)
 GE0232
 GE0232                         *CURRENT SURVEY CONTROL
 GE0232  ______________________________________________________________________
 GE0232* NAD 83(1986) POSITION- 36 19 35.     (N) 090 35 47.     (W)   SCALED
 GE0232* NAVD 88 ORTHO HEIGHT -    84.275 (meters)      276.49  (feet) ADJUSTED
 GE0232  ______________________________________________________________________
 GE0232  GEOID HEIGHT    -        -28.495 (meters)                     GEOID18
 GE0232  DYNAMIC HEIGHT  -         84.207 (meters)      276.27  (feet) COMP
 GE0232  MODELED GRAVITY -    979,826.1   (mgal)                       NAVD 88
 GE0232
 GE0232  VERT ORDER      -  FIRST     CLASS II
 GE0232
 GE0232.The horizontal coordinates were scaled from a map and have
 GE0232.an estimated accuracy of +/- 6 seconds.
 GE0232
 GE0232.The orthometric height was determined by differential leveling and
 GE0232.adjusted by the NATIONAL GEODETIC SURVEY
 GE0232.in June 1991.
 GE0232
 GE0232.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0232.GEOID18 height accuracy estimate available here.
 GE0232
 GE0232.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA157228(NAD 83)
 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
 GE0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0232.See file dsdata.pdf to determine how the superseded data were derived.
 GE0232
 GE0232_MARKER: R = RIVET
 GE0232_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GE0232_SP_SET: CULVERT HEADWALL
 GE0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0232+STABILITY: SURFACE MOTION
 GE0232
 GE0232  HISTORY     - Date     Condition        Report By
 GE0232  HISTORY     - UNK      MONUMENTED       MPRR
 GE0232  HISTORY     - 1956     GOOD             CGS
 GE0232
 GE0232                          STATION DESCRIPTION
 GE0232
 GE0232'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DH7411 ***********************************************************************
 DH7411  SACS        -  This is a Secondary Airport Control Station.
 DH7411  DESIGNATION -  1M1 A
 DH7411  PID         -  DH7411
 DH7411  STATE/COUNTY-  AR/PULASKI
 DH7411  COUNTRY     -  US
 DH7411  USGS QUAD   -  MCALMONT (2017)
 DH7411
 DH7411                         *CURRENT SURVEY CONTROL
 DH7411  ______________________________________________________________________
 DH7411* NAD 83(2011) POSITION- 34 50 14.24282(N) 092 14 43.29244(W)   ADJUSTED
 DH7411* NAD 83(2011) ELLIP HT-   129.442 (meters)        (06/27/12)   ADJUSTED
 DH7411* NAD 83(2011) EPOCH   -  2010.00
 DH7411* NAVD 88 ORTHO HEIGHT -   156.37  (meters)      513.0   (feet) GPS OBS
 DH7411  ______________________________________________________________________
 DH7411  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DH7411  GEOID HEIGHT    -        -26.890 (meters)                     GEOID03
 DH7411  GEOID HEIGHT    -        -26.903 (meters)                     GEOID18
 DH7411  NAD 83(2011) X  -   -205,331.234 (meters)                     COMP
 DH7411  NAD 83(2011) Y  - -5,236,841.797 (meters)                     COMP
 DH7411  NAD 83(2011) Z  -  3,623,139.711 (meters)                     COMP
 DH7411  LAPLACE CORR    -          0.52  (seconds)                    DEFLEC18
 DH7411
 DH7411  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH7411  Standards:
 DH7411         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH7411            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH7411  -------------------------------------------------------------------
 DH7411  NETWORK    0.70   1.41           0.32   0.24   0.72      0.08043605
 DH7411  -------------------------------------------------------------------
 DH7411  Click here for local accuracies and other accuracy information.
 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 National Geodetic Survey in June 2012.
 DH7411
 DH7411.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH7411.been affixed to the stable North American tectonic plate. See 
 DH7411.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH7411
 DH7411.The horizontal coordinates are valid at the epoch date displayed above
 DH7411.which is a decimal equivalence of Year/Month/Day.
 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 published vertical control network.
 DH7411
 DH7411.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH7411.GEOID18 height accuracy estimate available here.
 DH7411
 DH7411.Click photographs - Photos may exist for this station.
 DH7411
 DH7411.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH7411
 DH7411.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH7411
 DH7411.The ellipsoidal height was determined by GPS observations
 DH7411.and is referenced to NAD 83.
 DH7411
 DH7411. The following values were computed from the NAD 83(2011) position.
 DH7411
 DH7411;                    North         East     Units Scale Factor Converg.
 DH7411;SPC AR S     -   640,785.547   377,557.028   MT  1.00001651   -0 08 14.4
 DH7411;SPC AR S     - 2,102,310.58  1,238,701.68   sFT  1.00001651   -0 08 14.4
 DH7411;UTM  15      - 3,855,258.929   568,998.973   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  =   0.99963837
 DH7411
 DH7411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6899855258(NAD 83)
 DH7411
 DH7411                          SUPERSEDED SURVEY CONTROL
 DH7411
 DH7411  NAD 83(2007)-  34 50 14.24280(N)    092 14 43.29338(W) AD(2002.00) 1
 DH7411  ELLIP H (04/07/09)  129.462  (m)                       GP(2002.00) 4 2
 DH7411  NAD 83(1997)-  34 50 14.24272(N)    092 14 43.29341(W) AD(       ) 1
 DH7411  ELLIP H (12/29/05)  129.469  (m)                       GP(       ) 4 2
 DH7411
 DH7411.Superseded values are not recommended for survey control.
 DH7411
 DH7411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH7411.See file dsdata.pdf to determine how the superseded data were derived.
 DH7411
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1969 ***********************************************************************
 FF1969  DESIGNATION -  2 3
 FF1969  PID         -  FF1969
 FF1969  STATE/COUNTY-  AR/CRITTENDEN
 FF1969  COUNTRY     -  US
 FF1969  USGS QUAD   -  NORTHWEST MEMPHIS (2019)
 FF1969
 FF1969                         *CURRENT SURVEY CONTROL
 FF1969  ______________________________________________________________________
 FF1969* NAD 83(1997) POSITION- 35 08 12.48715(N) 090 04 52.93041(W)   ADJUSTED
 FF1969* NAVD 88 ORTHO HEIGHT -    66.    (meters)      217.    (feet) SCALED
 FF1969  ______________________________________________________________________
 FF1969  GEOID HEIGHT    -        -27.338 (meters)                     GEOID18
 FF1969  LAPLACE CORR    -         -0.55  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1969.GEOID18 height accuracy estimate available here.
 FF1969
 FF1969.Click photographs - Photos may exist for this station.
 FF1969
 FF1969.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1969
 FF1969. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999393  x   0.99996623  =   0.99996016
 FF1969!SPC TN       -   0.99999393  x   1.00002191  =   1.00001584
 FF1969!UTM  15      -   0.99999393  x   1.00047161  =   1.00046553
 FF1969!UTM  16      -   0.99999393  x   1.00057157  =   1.00056549
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6592492114(NAD 83)
 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(1995)-  35 08 12.48722(N)    090 04 52.93018(W) AD(       ) 2
 FF1969  NAD 83(1993)-  35 08 12.48949(N)    090 04 52.92911(W) AD(       ) 2
 FF1969  NAD 83(1990)-  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  USSD        -  35 08 12.38900(N)    090 04 52.40000(W) AD(       ) 3
 FF1969
 FF1969.Superseded values are not recommended for survey control.
 FF1969
 FF1969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1969.See file dsdata.pdf to determine how the superseded data were derived.
 FF1969
 FF1969_MARKER: V = STONE MONUMENT
 FF1969_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF1969_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1969
 FF1969  HISTORY     - Date     Condition        Report By
 FF1969  HISTORY     - 1914     MONUMENTED       USACE
 FF1969
 FF1969                          STATION DESCRIPTION
 FF1969
 FF1969'DESCRIBED BY US ARMY CORPS OF 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 = MARCH 20, 2026 22:17:28 EDT
 DK0907 ***********************************************************************
 DK0907  DESIGNATION -  2 AR
 DK0907  PID         -  DK0907
 DK0907  STATE/COUNTY-  AR/DESHA
 DK0907  COUNTRY     -  US
 DK0907  USGS QUAD   -  HALLEY (2017)
 DK0907
 DK0907                         *CURRENT SURVEY CONTROL
 DK0907  ______________________________________________________________________
 DK0907* NAD 83(1986) POSITION- 33 35 50.     (N) 091 20 08.     (W)   SCALED
 DK0907* NAVD 88 ORTHO HEIGHT -    44.06  (+/-2cm)      144.6   (feet) VERTCON3
 DK0907  ______________________________________________________________________
 DK0907  GEOID HEIGHT    -        -26.307 (meters)                     GEOID18
 DK0907  VERT ORDER      -  ? (See Below)
 DK0907
 DK0907.The horizontal coordinates were scaled from a 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
 DK0907.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK0907.GEOID18 height accuracy estimate available here.
 DK0907
 DK0907.The vertical order pertains to the NGVD 29 superseded value.
 DK0907
 DK0907.Click photographs - Photos may exist for this station.
 DK0907
 DK0907;                    North         East    Units  Estimated Accuracy
 DK0907;SPC AR S     -   503,410.      461,670.      MT  (+/- 180 meters Scaled)
 DK0907
 DK0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT544187(NAD 83)
 DK0907
 DK0907                          SUPERSEDED SURVEY CONTROL
 DK0907
 DK0907  NGVD 29 (11/26/84)   44.177  (m)          144.94   (f) ADJUSTED       
 DK0907
 DK0907.Superseded values are not recommended for survey control.
 DK0907
 DK0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0907.See file dsdata.pdf to determine how the superseded data were derived.
 DK0907
 DK0907_MARKER: P = PIPE CAP
 DK0907_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK0907_STAMPING: 2 AR
 DK0907_MARK LOGO: USACE
 DK0907_MAGNETIC: P = MARKER IS A STEEL PIPE
 DK0907_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0907
 DK0907  HISTORY     - Date     Condition        Report By
 DK0907  HISTORY     - UNK      MONUMENTED       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0264 ***********************************************************************
 FG0264  DESIGNATION -  2 B
 FG0264  PID         -  FG0264
 FG0264  STATE/COUNTY-  AR/WHITE
 FG0264  COUNTRY     -  US
 FG0264  USGS QUAD   -  ROSE BUD (2017)
 FG0264
 FG0264                         *CURRENT SURVEY CONTROL
 FG0264  ______________________________________________________________________
 FG0264* NAD 83(1997) POSITION- 35 18 44.10876(N) 092 01 11.80756(W)   ADJUSTED
 FG0264* NAVD 88 ORTHO HEIGHT -   227.052 (meters)      744.92  (feet) ADJUSTED
 FG0264  ______________________________________________________________________
 FG0264  GEOID HEIGHT    -        -27.527 (meters)                     GEOID18
 FG0264  LAPLACE CORR    -          1.38  (seconds)                    DEFLEC18
 FG0264  DYNAMIC HEIGHT  -        226.840 (meters)      744.22  (feet) COMP
 FG0264  MODELED GRAVITY -    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 and
 FG0264.adjusted by the NATIONAL GEODETIC SURVEY
 FG0264.in June 1991.
 FG0264
 FG0264.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0264.GEOID18 height accuracy estimate available here.
 FG0264
 FG0264.Click photographs - Photos may exist for this station.
 FG0264
 FG0264.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV8909108112(NAD 83)
 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
 FG0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0264.See file dsdata.pdf to determine how the superseded data were derived.
 FG0264
 FG0264_MARKER: DD = SURVEY DISK
 FG0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0264_STAMPING: 2B
 FG0264_PROJECTION: PROJECTING 152 CENTIMETERS
 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             CGS
 FG0264
 FG0264                          STATION DESCRIPTION
 FG0264
 FG0264'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EH0929 ***********************************************************************
 EH0929  DESIGNATION -  2 HELENA WALL
 EH0929  PID         -  EH0929
 EH0929  STATE/COUNTY-  AR/PHILLIPS
 EH0929  COUNTRY     -  US
 EH0929  USGS QUAD   -  HELENA (2017)
 EH0929
 EH0929                         *CURRENT SURVEY CONTROL
 EH0929  ______________________________________________________________________
 EH0929* NAD 83(1986) POSITION- 34 31 11.3    (N) 090 35 08.9    (W)   HD_HELD2
 EH0929* NAVD 88 ORTHO HEIGHT -    61.717 (meters)      202.48  (feet) ADJUSTED
 EH0929  ______________________________________________________________________
 EH0929  GEOID HEIGHT    -        -26.998 (meters)                     GEOID18
 EH0929  DYNAMIC HEIGHT  -         61.657 (meters)      202.29  (feet) COMP
 EH0929  MODELED GRAVITY -    979,669.2   (mgal)                       NAVD 88
 EH0929
 EH0929  VERT ORDER      -  FIRST     CLASS II
 EH0929
 EH0929.The horizontal coordinates were established by autonomous hand held GPS
 EH0929.observations and have an estimated accuracy of +/- 10 meters.
 EH0929
 EH0929.The orthometric height was determined by differential leveling and
 EH0929.adjusted by the NATIONAL GEODETIC SURVEY
 EH0929.in June 1991.
 EH0929
 EH0929.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0929.GEOID18 height accuracy estimate available here.
 EH0929
 EH0929.Click photographs - Photos may exist for this station.
 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     -   606,436.      529,839.      MT  (+/- 10 meters HH2 GPS)
 EH0929
 EH0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU2160222440(NAD 83)
 EH0929
 EH0929                          SUPERSEDED SURVEY CONTROL
 EH0929
 EH0929  NGVD 29 (11/26/84)   61.751  (m)          202.59   (f) ADJUSTED    1 2
 EH0929
 EH0929.Superseded values are not recommended for survey control.
 EH0929
 EH0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0929.See file dsdata.pdf to determine how the superseded data were derived.
 EH0929
 EH0929_MARKER: DD = SURVEY DISK
 EH0929_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH0929_SP_SET: FLOOD WALL
 EH0929_STAMPING: 2
 EH0929_MARK LOGO: USACE
 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       USACE
 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'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 = MARCH 20, 2026 22:17:28 EDT
 EJ0438 ***********************************************************************
 EJ0438  DESIGNATION -  2 J
 EJ0438  PID         -  EJ0438
 EJ0438  STATE/COUNTY-  AR/PULASKI
 EJ0438  COUNTRY     -  US
 EJ0438  USGS QUAD   -  MCALMONT (2017)
 EJ0438
 EJ0438                         *CURRENT SURVEY CONTROL
 EJ0438  ______________________________________________________________________
 EJ0438* NAD 83(1986) POSITION- 34 52 05.15   (N) 092 11 51.77   (W)   HD_HELD1
 EJ0438* NAVD 88 ORTHO HEIGHT -    77.227 (meters)      253.37  (feet) POSTED
 EJ0438  ______________________________________________________________________
 EJ0438  GEOID HEIGHT    -        -26.997 (meters)                     GEOID18
 EJ0438  DYNAMIC HEIGHT  -         77.15  (meters)      253.1   (feet) COMP
 EJ0438  MODELED GRAVITY -    979,703.0   (mgal)                       NAVD 88
 EJ0438
 EJ0438  VERT ORDER      -  * POSTED, SEE BELOW
 EJ0438
 EJ0438.The horizontal coordinates were determined by differentially corrected
 EJ0438.hand held GPS observations or other comparable positioning techniques
 EJ0438.and have an estimated accuracy of +/- 3 meters.
 EJ0438
 EJ0438.The orthometric height was determined by differential leveling
 EJ0438.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 EJ0438
 EJ0438.* This is a POSTED BENCH MARK height.
 EJ0438
 EJ0438.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0438.GEOID18 height accuracy estimate available here.
 EJ0438
 EJ0438.Click photographs - Photos may exist for this station.
 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     -   644,193.9     381,921.7     MT  (+/- 3 meters HH1 GPS) 
 EJ0438
 EJ0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7332858709(NAD 83)
 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
 EJ0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0438.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0438
 EJ0438_MARKER: DD = SURVEY DISK
 EJ0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0438_STAMPING: 2 J 1935
 EJ0438_MARK LOGO: USGS
 EJ0438_PROJECTION: FLUSH
 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             CGS
 EJ0438
 EJ0438                          STATION DESCRIPTION
 EJ0438
 EJ0438'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DS1940 ***********************************************************************
 DS1940  DESIGNATION -  2 KEH
 DS1940  PID         -  DS1940
 DS1940  STATE/COUNTY-  AR/SEBASTIAN
 DS1940  COUNTRY     -  US
 DS1940  USGS QUAD   -  BARLING (2017)
 DS1940
 DS1940                         *CURRENT SURVEY CONTROL
 DS1940  ______________________________________________________________________
 DS1940* NAD 83(1986) POSITION- 35 20 24.0    (N) 094 17 46.3    (W)   HD_HELD2
 DS1940* NAVD 88 ORTHO HEIGHT -   129.030 (meters)      423.33  (feet) ADJUSTED
 DS1940  ______________________________________________________________________
 DS1940  GEOID HEIGHT    -        -30.148 (meters)                     GEOID18
 DS1940  DYNAMIC HEIGHT  -        128.908 (meters)      422.93  (feet) COMP
 DS1940  MODELED GRAVITY -    979,689.2   (mgal)                       NAVD 88
 DS1940
 DS1940  VERT ORDER      -  FIRST     CLASS II
 DS1940
 DS1940.The horizontal coordinates were established by autonomous hand held GPS
 DS1940.observations and have an estimated accuracy of +/- 10 meters.
 DS1940
 DS1940.The orthometric height was determined by differential leveling and
 DS1940.adjusted by the NATIONAL GEODETIC SURVEY
 DS1940.in September 2024.
 DS1940
 DS1940.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS1940.GEOID18 height accuracy estimate available here.
 DS1940
 DS1940.Click photographs - Photos may exist for this station.
 DS1940
 DS1940.The dynamic height is computed by dividing the NAVD 88
 DS1940.geopotential number by the normal gravity value computed on the
 DS1940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS1940.degrees latitude (g = 980.6199 gals.).
 DS1940
 DS1940.The modeled gravity was interpolated from observed gravity values.
 DS1940
 DS1940;                    North         East    Units  Estimated Accuracy
 DS1940;SPC AR N     -   114,115.      191,286.      MT  (+/- 10 meters HH2 GPS)
 DS1940
 DS1940_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV8220811519(NAD 83)
 DS1940
 DS1940                          SUPERSEDED SURVEY CONTROL
 DS1940
 DS1940.No superseded survey control is available for this station.
 DS1940
 DS1940_MARKER: DD = SURVEY DISK
 DS1940_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DS1940_SP_SET: CULVERT HEADWALL
 DS1940_STAMPING: 2 KEH 1997
 DS1940_MARK LOGO: USACEL
 DS1940_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS1940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS1940+STABILITY: SURFACE MOTION
 DS1940_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS1940+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2024
 DS1940
 DS1940  HISTORY     - Date     Condition        Report By
 DS1940  HISTORY     - 1997     MONUMENTED       USACEL
 DS1940  HISTORY     - 20240411 GOOD             ARHD
 DS1940
 DS1940                          STATION DESCRIPTION
 DS1940
 DS1940'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (JDH)
 DS1940'THE MARK IS LOCATED ABOUT 6.6 MI (10.6 KM) EAST-SOUTHEAST OF FORT
 DS1940'SMITH, 5.9 MI (9.5 KM) EAST OF SOUTH FORT SMITH AND 1.0 MI (1.6 KM)
 DS1940'NORTH-NORTHEAST OF BARLING.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DS1940'
 DS1940'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 59 AND STATE HIGHWAY
 DS1940'22, HEAD NORTH ALONG HIGHWAY 59 FOR 1.16 MI (1.87 KM) TO THE STATION
 DS1940'ON THE RIGHT, AN ALUMINUM CAP SET IN THE CENTER OF THE EAST HEADWALL.
 DS1940'
 DS1940'IT IS 38 FT (11.6 M) EAST OF HIGHWAY 59 CENTERLINE AND 26 FT (7.9 M)
 DS1940'SOUTH OF A FIBER OPTIC CABLE MARKER.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH2125 ***********************************************************************
 EH2125  DESIGNATION -  2 N 22
 EH2125  PID         -  EH2125
 EH2125  STATE/COUNTY-  AR/LONOKE
 EH2125  COUNTRY     -  US
 EH2125  USGS QUAD   -  POCKET PRAIRIE (2017)
 EH2125
 EH2125                         *CURRENT SURVEY CONTROL
 EH2125  ______________________________________________________________________
 EH2125* NAD 83(1986) POSITION- 34 46 43.     (N) 091 51 05.     (W)   SCALED
 EH2125* NAVD 88 ORTHO HEIGHT -    71.533 (meters)      234.69  (feet) ADJUSTED
 EH2125  ______________________________________________________________________
 EH2125  GEOID HEIGHT    -        -26.813 (meters)                     GEOID18
 EH2125  DYNAMIC HEIGHT  -         71.466 (meters)      234.47  (feet) COMP
 EH2125  MODELED GRAVITY -    979,701.5   (mgal)                       NAVD 88
 EH2125
 EH2125  VERT ORDER      -  FIRST     CLASS II
 EH2125
 EH2125.The horizontal coordinates were scaled from a map and have
 EH2125.an estimated accuracy of +/- 6 seconds.
 EH2125
 EH2125.The orthometric height was determined by differential leveling and
 EH2125.adjusted by the NATIONAL GEODETIC SURVEY
 EH2125.in June 1991.
 EH2125
 EH2125.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2125.GEOID18 height accuracy estimate available here.
 EH2125
 EH2125.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU050490(NAD 83)
 EH2125
 EH2125                          SUPERSEDED SURVEY CONTROL
 EH2125
 EH2125  NGVD 29 (11/26/84)   71.546  (m)          234.73   (f) ADJUSTED    1 2
 EH2125
 EH2125.Superseded values are not recommended for survey control.
 EH2125
 EH2125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2125.See file dsdata.pdf to determine how the superseded data were derived.
 EH2125
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1422 ***********************************************************************
 FF1422  DESIGNATION -  20 BLS
 FF1422  PID         -  FF1422
 FF1422  STATE/COUNTY-  AR/WHITE
 FF1422  COUNTRY     -  US
 FF1422  USGS QUAD   -  BEEBE (2017)
 FF1422
 FF1422                         *CURRENT SURVEY CONTROL
 FF1422  ______________________________________________________________________
 FF1422* NAD 83(1986) POSITION- 35 07 14.     (N) 091 53 27.     (W)   SCALED
 FF1422* NAVD 88 ORTHO HEIGHT -    93.483 (meters)      306.70  (feet) ADJUSTED
 FF1422  ______________________________________________________________________
 FF1422  GEOID HEIGHT    -        -27.362 (meters)                     GEOID18
 FF1422  DYNAMIC HEIGHT  -         93.398 (meters)      306.42  (feet) COMP
 FF1422  MODELED GRAVITY -    979,719.4   (mgal)                       NAVD 88
 FF1422
 FF1422  VERT ORDER      -  SECOND    CLASS 0
 FF1422
 FF1422.The horizontal coordinates were scaled from a map and have
 FF1422.an estimated accuracy of +/- 6 seconds.
 FF1422
 FF1422.The orthometric height was determined by differential leveling and
 FF1422.adjusted by the NATIONAL GEODETIC SURVEY
 FF1422.in June 1991.
 FF1422
 FF1422.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1422.GEOID18 height accuracy estimate available here.
 FF1422
 FF1422.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU010869(NAD 83)
 FF1422
 FF1422                          SUPERSEDED SURVEY CONTROL
 FF1422
 FF1422  NGVD 29 (11/26/84)   93.459  (m)          306.62   (f) ADJUSTED    2 0
 FF1422
 FF1422.Superseded values are not recommended for survey control.
 FF1422
 FF1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1422.See file dsdata.pdf to determine how the superseded data were derived.
 FF1422
 FF1422_MARKER: DD = SURVEY DISK
 FF1422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1422_STAMPING: 20 BLS 1960
 FF1422_MARK LOGO: USGS
 FF1422_PROJECTION: PROJECTING 15 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1453 ***********************************************************************
 EH1453  DESIGNATION -  20 DRL
 EH1453  PID         -  EH1453
 EH1453  STATE/COUNTY-  AR/DESHA
 EH1453  COUNTRY     -  US
 EH1453  USGS QUAD   -  HENRICO SW (2017)
 EH1453
 EH1453                         *CURRENT SURVEY CONTROL
 EH1453  ______________________________________________________________________
 EH1453* NAD 83(1986) POSITION- 34 00 12.     (N) 091 08 44.     (W)   SCALED
 EH1453* NAVD 88 ORTHO HEIGHT -    52.472 (meters)      172.15  (feet) ADJUSTED
 EH1453  ______________________________________________________________________
 EH1453  GEOID HEIGHT    -        -26.414 (meters)                     GEOID18
 EH1453  DYNAMIC HEIGHT  -         52.420 (meters)      171.98  (feet) COMP
 EH1453  MODELED GRAVITY -    979,640.4   (mgal)                       NAVD 88
 EH1453
 EH1453  VERT ORDER      -  FIRST     CLASS II
 EH1453
 EH1453.The horizontal coordinates were scaled from a map and have
 EH1453.an estimated accuracy of +/- 6 seconds.
 EH1453
 EH1453.The orthometric height was determined by differential leveling and
 EH1453.adjusted by the NATIONAL GEODETIC SURVEY
 EH1453.in September 2022.
 EH1453
 EH1453.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1453.GEOID18 height accuracy estimate available here.
 EH1453
 EH1453.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT712640(NAD 83)
 EH1453
 EH1453                          SUPERSEDED SURVEY CONTROL
 EH1453
 EH1453  NAVD 88 (06/15/91)   52.496  (m)          172.23   (f) SUPERSEDED  1 2
 EH1453  NGVD 29 (11/26/84)   52.552  (m)          172.41   (f) ADJUSTED    1 2
 EH1453
 EH1453.Superseded values are not recommended for survey control.
 EH1453
 EH1453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1453.See file dsdata.pdf to determine how the superseded data were derived.
 EH1453
 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 = MARCH 20, 2026 22:17:28 EDT
 DP2640 ***********************************************************************
 DP2640  DESIGNATION -  20 RHM RESET
 DP2640  PID         -  DP2640
 DP2640  STATE/COUNTY-  AR/FAULKNER
 DP2640  COUNTRY     -  US
 DP2640  USGS QUAD   -  ENOLA (2017)
 DP2640
 DP2640                         *CURRENT SURVEY CONTROL
 DP2640  ______________________________________________________________________
 DP2640* NAD 83(1986) POSITION- 35 09 34.2    (N) 092 12 15.6    (W)   HD_HELD2
 DP2640* NAVD 88 ORTHO HEIGHT -    99.950 (meters)      327.92  (feet) ADJUSTED
 DP2640  ______________________________________________________________________
 DP2640  GEOID HEIGHT    -        -27.718 (meters)                     GEOID18
 DP2640  DYNAMIC HEIGHT  -         99.857 (meters)      327.61  (feet) COMP
 DP2640  MODELED GRAVITY -    979,703.2   (mgal)                       NAVD 88
 DP2640
 DP2640  VERT ORDER      -  SECOND    CLASS I
 DP2640
 DP2640.The horizontal coordinates were established by autonomous hand held GPS
 DP2640.observations and have an estimated accuracy of +/- 10 meters.
 DP2640
 DP2640.The orthometric height was determined by differential leveling and
 DP2640.adjusted by the NATIONAL GEODETIC SURVEY
 DP2640.in July 2014.
 DP2640
 DP2640.No vertical observational check was made to the station.
 DP2640
 DP2640.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2640.GEOID18 height accuracy estimate available here.
 DP2640
 DP2640.Click photographs - Photos may exist for this station.
 DP2640
 DP2640.The dynamic height is computed by dividing the NAVD 88
 DP2640.geopotential number by the normal gravity value computed on the
 DP2640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2640.degrees latitude (g = 980.6199 gals.).
 DP2640
 DP2640.The modeled gravity was interpolated from observed gravity values.
 DP2640
 DP2640;                    North         East    Units  Estimated Accuracy
 DP2640;SPC AR N     -    91,676.      381,384.      MT  (+/- 10 meters HH2 GPS)
 DP2640
 DP2640_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7246591021(NAD 83)
 DP2640
 DP2640                          SUPERSEDED SURVEY CONTROL
 DP2640
 DP2640.No superseded survey control is available for this station.
 DP2640
 DP2640_MARKER: DB = BENCH MARK DISK
 DP2640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP2640_STAMPING: 20 RHM RESET 2013
 DP2640_MARK LOGO: ARHD
 DP2640_PROJECTION: FLUSH
 DP2640_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP2640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP2640+STABILITY: SURFACE MOTION
 DP2640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2640+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2013
 DP2640
 DP2640  HISTORY     - Date     Condition        Report By
 DP2640  HISTORY     - 20130125 MONUMENTED       ARHD
 DP2640
 DP2640                          STATION DESCRIPTION
 DP2640
 DP2640'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (JDH)
 DP2640'THE STATION IS LOCATED ABOUT 8.4 KM (5.2 MI) NORTH OF VILONIA, 6.5 KM
 DP2640'(4.0 MI) EAST-SOUTHEAST OF HOLLAND AND 4.0 KM (2.5 MI) SOUTH OF ENOLA.
 DP2640'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DP2640'
 DP2640'TO REACH FROM THE INTERSECTION OF HIGHWAY 36 AND HIGHWAY 107. GO EAST
 DP2640'ALONG HIGHWAY 36 FOR 1.2 MI (1.9 KM).
 DP2640'
 DP2640'TO THE STATION ON THE LEFT.  IT IS 65 FT (19.8 M) EAST OF A 24 INCH
 DP2640'(61 CM) OAK, 37 FT (11.3 M) NORTH OF THE CENTERLINE OF STATE HIGHWAY
 DP2640'36, 31 FT (9.4 M) WEST OF A 10 INCH (25 CM) SASSAFRAS, 1.2 FT (0.4 M)
 DP2640'SOUTH OF A WITNESS POST AND SET IN THE TOP OF A 12-IN (30 CM) ROUND
 DP2640'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH2334 ***********************************************************************
 EH2334  DESIGNATION -  20 W
 EH2334  PID         -  EH2334
 EH2334  STATE/COUNTY-  AR/ARKANSAS
 EH2334  COUNTRY     -  US
 EH2334  USGS QUAD   -  STUTTGART SOUTH (2017)
 EH2334
 EH2334                         *CURRENT SURVEY CONTROL
 EH2334  ______________________________________________________________________
 EH2334* NAD 83(1986) POSITION- 34 29 42.     (N) 091 33 14.     (W)   SCALED
 EH2334* NAVD 88 ORTHO HEIGHT -    63.639 (meters)      208.79  (feet) ADJUSTED
 EH2334  ______________________________________________________________________
 EH2334  GEOID HEIGHT    -        -26.563 (meters)                     GEOID18
 EH2334  DYNAMIC HEIGHT  -         63.578 (meters)      208.59  (feet) COMP
 EH2334  MODELED GRAVITY -    979,680.4   (mgal)                       NAVD 88
 EH2334
 EH2334  VERT ORDER      -  FIRST     CLASS II
 EH2334
 EH2334.The horizontal coordinates were scaled from a map and have
 EH2334.an estimated accuracy of +/- 6 seconds.
 EH2334
 EH2334.The orthometric height was determined by differential leveling and
 EH2334.adjusted by the NATIONAL GEODETIC SURVEY
 EH2334.in August 1993.
 EH2334
 EH2334.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2334.GEOID18 height accuracy estimate available here.
 EH2334
 EH2334.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU327179(NAD 83)
 EH2334
 EH2334                          SUPERSEDED SURVEY CONTROL
 EH2334
 EH2334  NAVD 88 (06/15/91)   63.642  (m)          208.80   (f) SUPERSEDED  1 2
 EH2334  NGVD 29 (11/26/84)   63.671  (m)          208.89   (f) ADJUSTED    1 2
 EH2334
 EH2334.Superseded values are not recommended for survey control.
 EH2334
 EH2334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2334.See file dsdata.pdf to determine how the superseded data were derived.
 EH2334
 EH2334_MARKER: DB = BENCH MARK DISK
 EH2334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2334_STAMPING: 208.835 20 W 1928
 EH2334_MARK LOGO: USGS
 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'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 = MARCH 20, 2026 22:17:28 EDT
 EH1737 ***********************************************************************
 EH1737  DESIGNATION -  20/21
 EH1737  PID         -  EH1737
 EH1737  STATE/COUNTY-  AR/JEFFERSON
 EH1737  COUNTRY     -  US
 EH1737  USGS QUAD   -  CORNERSTONE (2017)
 EH1737
 EH1737                         *CURRENT SURVEY CONTROL
 EH1737  ______________________________________________________________________
 EH1737* NAD 83(1986) POSITION- 34 11 25.     (N) 091 44 36.     (W)   SCALED
 EH1737* NAVD 88 ORTHO HEIGHT -    60.020 (meters)      196.92  (feet) ADJUSTED
 EH1737  ______________________________________________________________________
 EH1737  GEOID HEIGHT    -        -26.024 (meters)                     GEOID18
 EH1737  DYNAMIC HEIGHT  -         59.961 (meters)      196.72  (feet) COMP
 EH1737  MODELED GRAVITY -    979,661.8   (mgal)                       NAVD 88
 EH1737
 EH1737  VERT ORDER      -  SECOND    CLASS 0
 EH1737
 EH1737.The horizontal coordinates were scaled from a map and have
 EH1737.an estimated accuracy of +/- 6 seconds.
 EH1737
 EH1737.The orthometric height was determined by differential leveling and
 EH1737.adjusted by the NATIONAL GEODETIC SURVEY
 EH1737.in August 1993.
 EH1737
 EH1737.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1737.GEOID18 height accuracy estimate available here.
 EH1737
 EH1737.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT157839(NAD 83)
 EH1737
 EH1737                          SUPERSEDED SURVEY CONTROL
 EH1737
 EH1737  NAVD 88 (06/15/91)   60.041  (m)          196.98   (f) SUPERSEDED  2 0
 EH1737  NGVD 29 (11/26/84)   60.077  (m)          197.10   (f) ADJUSTED    2 0
 EH1737
 EH1737.Superseded values are not recommended for survey control.
 EH1737
 EH1737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1737.See file dsdata.pdf to determine how the superseded data were derived.
 EH1737
 EH1737_MARKER: P = PIPE CAP
 EH1737_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1737_STAMPING: B M REF 20/21
 EH1737_MARK LOGO: USACE
 EH1737_MAGNETIC: P = MARKER IS A STEEL PIPE
 EH1737_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1737
 EH1737  HISTORY     - Date     Condition        Report By
 EH1737  HISTORY     - UNK      MONUMENTED       USACE
 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 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 = MARCH 20, 2026 22:17:28 EDT
 DL0318 ***********************************************************************
 DL0318  DESIGNATION -  200
 DL0318  PID         -  DL0318
 DL0318  STATE/COUNTY-  AR/OUACHITA
 DL0318  COUNTRY     -  US
 DL0318  USGS QUAD   -  CAMDEN (2017)
 DL0318
 DL0318                         *CURRENT SURVEY CONTROL
 DL0318  ______________________________________________________________________
 DL0318* NAD 83(1986) POSITION- 33 35 04.1    (N) 092 49 50.8    (W)   HD_HELD2
 DL0318* NAVD 88 ORTHO HEIGHT -    60.894 (meters)      199.78  (feet) ADJUSTED
 DL0318  ______________________________________________________________________
 DL0318  GEOID HEIGHT    -        -26.291 (meters)                     GEOID18
 DL0318  DYNAMIC HEIGHT  -         60.831 (meters)      199.58  (feet) COMP
 DL0318  MODELED GRAVITY -    979,605.0   (mgal)                       NAVD 88
 DL0318
 DL0318  VERT ORDER      -  FIRST     CLASS II
 DL0318
 DL0318.The horizontal coordinates were established by autonomous hand held GPS
 DL0318.observations and have an estimated accuracy of +/- 10 meters.
 DL0318
 DL0318.The orthometric height was determined by differential leveling and
 DL0318.adjusted by the NATIONAL GEODETIC SURVEY
 DL0318.in June 1991.
 DL0318
 DL0318.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0318.GEOID18 height accuracy estimate available here.
 DL0318
 DL0318.Click photographs - Photos may exist for this station.
 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     -   502,109.      322,882.      MT  (+/- 10 meters HH2 GPS)
 DL0318
 DL0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT1570216097(NAD 83)
 DL0318
 DL0318                          SUPERSEDED SURVEY CONTROL
 DL0318
 DL0318  NAVD 88 (09/27/23)   60.906  (m)          199.82   (f) SUPERSEDED  2 1
 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
 DL0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0318.See file dsdata.pdf to determine how the superseded data were derived.
 DL0318
 DL0318_MARKER: DD = SURVEY DISK
 DL0318_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL0318_SP_SET: BUILDING
 DL0318_STAMPING: HS 199
 DL0318_MARK LOGO: USGS
 DL0318_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0318_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL0318+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2013
 DL0318
 DL0318  HISTORY     - Date     Condition        Report By
 DL0318  HISTORY     - 1900     MONUMENTED       USGS
 DL0318  HISTORY     - 1960     GOOD             CGS
 DL0318  HISTORY     - 1964     GOOD             CGS
 DL0318  HISTORY     - 20090610 GOOD             ARHD
 DL0318  HISTORY     - 20130709 GOOD             ARHD
 DL0318
 DL0318                          STATION DESCRIPTION
 DL0318
 DL0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0318'AT CAMDEN, IN SECTION 23, T11S, R17W, 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 COAST AND GEODETIC SURVEY 1964
 DL0318'RECOVERED IN GOOD CONDITION.
 DL0318
 DL0318                          STATION RECOVERY (2009)
 DL0318
 DL0318'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2009 (DA)
 DL0318'RECOVERED IN GOOD CONDITION.
 DL0318
 DL0318                          STATION RECOVERY (2013)
 DL0318
 DL0318'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (KBC)
 DL0318'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GE0222 ***********************************************************************
 GE0222  DESIGNATION -  200+00
 GE0222  PID         -  GE0222
 GE0222  STATE/COUNTY-  AR/CLAY
 GE0222  COUNTRY     -  US
 GE0222  USGS QUAD   -  KNOBEL (2017)
 GE0222
 GE0222                         *CURRENT SURVEY CONTROL
 GE0222  ______________________________________________________________________
 GE0222* NAD 83(1986) POSITION- 36 18 07.     (N) 090 35 44.     (W)   SCALED
 GE0222* NAVD 88 ORTHO HEIGHT -    86.141 (meters)      282.61  (feet) ADJUSTED
 GE0222  ______________________________________________________________________
 GE0222  GEOID HEIGHT    -        -28.465 (meters)                     GEOID18
 GE0222  DYNAMIC HEIGHT  -         86.071 (meters)      282.38  (feet) COMP
 GE0222  MODELED GRAVITY -    979,823.4   (mgal)                       NAVD 88
 GE0222
 GE0222  VERT ORDER      -  FIRST     CLASS II
 GE0222
 GE0222.The horizontal coordinates were scaled from a map and have
 GE0222.an estimated accuracy of +/- 6 seconds.
 GE0222
 GE0222.The orthometric height was determined by differential leveling and
 GE0222.adjusted by the NATIONAL GEODETIC SURVEY
 GE0222.in June 1991.
 GE0222
 GE0222.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0222.GEOID18 height accuracy estimate available here.
 GE0222
 GE0222.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA158201(NAD 83)
 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
 GE0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0222.See file dsdata.pdf to determine how the superseded data were derived.
 GE0222
 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             CGS
 GE0222  HISTORY     - 20020917 MARK NOT FOUND   USACE
 GE0222
 GE0222                          STATION DESCRIPTION
 GE0222
 GE0222'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EH1942 ***********************************************************************
 EH1942  DESIGNATION -  201.4
 EH1942  PID         -  EH1942
 EH1942  STATE/COUNTY-  AR/PRAIRIE
 EH1942  COUNTRY     -  US
 EH1942  USGS QUAD   -  DES ARC WEST (2017)
 EH1942
 EH1942                         *CURRENT SURVEY CONTROL
 EH1942  ______________________________________________________________________
 EH1942* NAD 83(1986) POSITION- 34 58 37.     (N) 091 31 04.     (W)   SCALED
 EH1942* NAVD 88 ORTHO HEIGHT -    61.377 (meters)      201.37  (feet) ADJUSTED
 EH1942  ______________________________________________________________________
 EH1942  GEOID HEIGHT    -        -27.190 (meters)                     GEOID18
 EH1942  DYNAMIC HEIGHT  -         61.320 (meters)      201.18  (feet) COMP
 EH1942  MODELED GRAVITY -    979,711.2   (mgal)                       NAVD 88
 EH1942
 EH1942  VERT ORDER      -  FIRST     CLASS II
 EH1942
 EH1942.The horizontal coordinates were scaled from a map and have
 EH1942.an estimated accuracy of +/- 6 seconds.
 EH1942
 EH1942.The orthometric height was determined by differential leveling and
 EH1942.adjusted by the NATIONAL GEODETIC SURVEY
 EH1942.in June 1991.
 EH1942
 EH1942.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1942.GEOID18 height accuracy estimate available here.
 EH1942
 EH1942.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU352714(NAD 83)
 EH1942
 EH1942                          SUPERSEDED SURVEY CONTROL
 EH1942
 EH1942  NGVD 29 (11/26/84)   61.373  (m)          201.35   (f) ADJUSTED    1 2
 EH1942
 EH1942.Superseded values are not recommended for survey control.
 EH1942
 EH1942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1942.See file dsdata.pdf to determine how the superseded data were derived.
 EH1942
 EH1942_MARKER: Q = CHISELED SQUARE
 EH1942_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EH1942_SP_SET: CULVERT HEADWALL
 EH1942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1942+STABILITY: SURFACE MOTION
 EH1942
 EH1942  HISTORY     - Date     Condition        Report By
 EH1942  HISTORY     - UNK      MONUMENTED       USACE
 EH1942  HISTORY     - 1954     GOOD             CGS
 EH1942
 EH1942                          STATION DESCRIPTION
 EH1942
 EH1942'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2280 ***********************************************************************
 EH2280  DESIGNATION -  201.7
 EH2280  PID         -  EH2280
 EH2280  STATE/COUNTY-  AR/LONOKE
 EH2280  COUNTRY     -  US
 EH2280  USGS QUAD   -  GERIDGE (2017)
 EH2280
 EH2280                         *CURRENT SURVEY CONTROL
 EH2280  ______________________________________________________________________
 EH2280* NAD 83(1986) POSITION- 34 32 20.     (N) 091 39 35.     (W)   SCALED
 EH2280* NAVD 88 ORTHO HEIGHT -    61.453 (meters)      201.62  (feet) POSTED
 EH2280  ______________________________________________________________________
 EH2280  GEOID HEIGHT    -        -26.561 (meters)                     GEOID18
 EH2280  DYNAMIC HEIGHT  -         61.39  (meters)      201.4   (feet) COMP
 EH2280  MODELED GRAVITY -    979,683.0   (mgal)                       NAVD 88
 EH2280
 EH2280  VERT ORDER      -  * POSTED, SEE BELOW
 EH2280
 EH2280.The horizontal coordinates were scaled from a 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
 EH2280.* This is a POSTED BENCH MARK height.
 EH2280
 EH2280.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2280.GEOID18 height accuracy estimate available here.
 EH2280
 EH2280.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU229227(NAD 83)
 EH2280
 EH2280                          SUPERSEDED SURVEY CONTROL
 EH2280
 EH2280  NGVD 29 (11/26/84)   61.472  (m)          201.68   (f) ADJUSTED    2 0
 EH2280
 EH2280.Superseded values are not recommended for survey control.
 EH2280
 EH2280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2280.See file dsdata.pdf to determine how the superseded data were derived.
 EH2280
 EH2280_MARKER: Q = CHISELED SQUARE
 EH2280_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EH2280_SP_SET: CULVERT HEADWALL
 EH2280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2280+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1269 ***********************************************************************
 EH1269  DESIGNATION -  203.7
 EH1269  PID         -  EH1269
 EH1269  STATE/COUNTY-  AR/PRAIRIE
 EH1269  COUNTRY     -  US
 EH1269  USGS QUAD   -  DES ARC EAST (2017)
 EH1269
 EH1269                         *CURRENT SURVEY CONTROL
 EH1269  ______________________________________________________________________
 EH1269* NAD 83(1986) POSITION- 34 58 37.     (N) 091 29 52.     (W)   SCALED
 EH1269* NAVD 88 ORTHO HEIGHT -    62.04  (+/-2cm)      203.5   (feet) VERTCON3
 EH1269  ______________________________________________________________________
 EH1269  GEOID HEIGHT    -        -27.185 (meters)                     GEOID18
 EH1269  VERT ORDER      -  ? (See Below)
 EH1269
 EH1269.The horizontal coordinates were scaled from a 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
 EH1269.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1269.GEOID18 height accuracy estimate available here.
 EH1269
 EH1269.The vertical order pertains to the NGVD 29 superseded value.
 EH1269
 EH1269.Click photographs - Photos may exist for this station.
 EH1269
 EH1269;                    North         East    Units  Estimated Accuracy
 EH1269;SPC AR S     -   656,370.      445,860.      MT  (+/- 180 meters Scaled)
 EH1269
 EH1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU371715(NAD 83)
 EH1269
 EH1269                          SUPERSEDED SURVEY CONTROL
 EH1269
 EH1269  NGVD 29 (11/26/84)   62.034  (m)          203.52   (f) ADJUSTED       
 EH1269
 EH1269.Superseded values are not recommended for survey control.
 EH1269
 EH1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1269.See file dsdata.pdf to determine how the superseded data were derived.
 EH1269
 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       USACE
 EH1269  HISTORY     - 1935     GOOD             CGS
 EH1269
 EH1269                          STATION DESCRIPTION
 EH1269
 EH1269'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1157 ***********************************************************************
 EH1157  DESIGNATION -  204.6
 EH1157  PID         -  EH1157
 EH1157  STATE/COUNTY-  AR/ST FRANCIS
 EH1157  COUNTRY     -  US
 EH1157  USGS QUAD   -  WHEATLEY (2017)
 EH1157
 EH1157                         *CURRENT SURVEY CONTROL
 EH1157  ______________________________________________________________________
 EH1157* NAD 83(1986) POSITION- 34 54 40.     (N) 091 06 48.     (W)   SCALED
 EH1157* NAVD 88 ORTHO HEIGHT -    62.430 (meters)      204.82  (feet) ADJUSTED
 EH1157  ______________________________________________________________________
 EH1157  GEOID HEIGHT    -        -26.850 (meters)                     GEOID18
 EH1157  DYNAMIC HEIGHT  -         62.373 (meters)      204.64  (feet) COMP
 EH1157  MODELED GRAVITY -    979,720.5   (mgal)                       NAVD 88
 EH1157
 EH1157  VERT ORDER      -  FIRST     CLASS II
 EH1157
 EH1157.The horizontal coordinates were scaled from a map and have
 EH1157.an estimated accuracy of +/- 6 seconds.
 EH1157
 EH1157.The orthometric height was determined by differential leveling and
 EH1157.adjusted by the NATIONAL GEODETIC SURVEY
 EH1157.in June 1991.
 EH1157
 EH1157.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1157.GEOID18 height accuracy estimate available here.
 EH1157
 EH1157.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU723648(NAD 83)
 EH1157
 EH1157                          SUPERSEDED SURVEY CONTROL
 EH1157
 EH1157  NGVD 29 (11/26/84)   62.428  (m)          204.82   (f) ADJUSTED    1 2
 EH1157
 EH1157.Superseded values are not recommended for survey control.
 EH1157
 EH1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1157.See file dsdata.pdf to determine how the superseded data were derived.
 EH1157
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0741 ***********************************************************************
 FG0741  DESIGNATION -  2046.1
 FG0741  PID         -  FG0741
 FG0741  STATE/COUNTY-  AR/NEWTON
 FG0741  COUNTRY     -  US
 FG0741  USGS QUAD   -  LURTON (2017)
 FG0741
 FG0741                         *CURRENT SURVEY CONTROL
 FG0741  ______________________________________________________________________
 FG0741* NAD 83(1986) POSITION- 35 50 15.     (N) 093 03 42.     (W)   SCALED
 FG0741* NAVD 88 ORTHO HEIGHT -   623.77  (+/-2cm)     2046.5   (feet) VERTCON3
 FG0741  ______________________________________________________________________
 FG0741  GEOID HEIGHT    -        -28.089 (meters)                     GEOID18
 FG0741  VERT ORDER      -  ? (See Below)
 FG0741
 FG0741.The horizontal coordinates were scaled from a 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
 FG0741.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0741.GEOID18 height accuracy estimate available here.
 FG0741
 FG0741.The vertical order pertains to the NGVD 29 superseded value.
 FG0741
 FG0741.Click photographs - Photos may exist for this station.
 FG0741
 FG0741;                    North         East    Units  Estimated Accuracy
 FG0741;SPC AR N     -   167,390.      304,090.      MT  (+/- 180 meters Scaled)
 FG0741
 FG0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV944659(NAD 83)
 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
 FG0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0741.See file dsdata.pdf to determine how the superseded data were derived.
 FG0741
 FG0741_MARKER: N = NAIL
 FG0741_SETTING: 33 = WOODEN OBJECT (DRIVEN IN A PILE, POLE, TREE OR STUMP)
 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             CGS
 FG0741
 FG0741                          STATION DESCRIPTION
 FG0741
 FG0741'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 GE0216 ***********************************************************************
 GE0216  DESIGNATION -  205+00
 GE0216  PID         -  GE0216
 GE0216  STATE/COUNTY-  AR/GREENE
 GE0216  COUNTRY     -  US
 GE0216  USGS QUAD   -  LAFE (2017)
 GE0216
 GE0216                         *CURRENT SURVEY CONTROL
 GE0216  ______________________________________________________________________
 GE0216* NAD 83(1986) POSITION- 36 14 22.     (N) 090 32 59.     (W)   SCALED
 GE0216* NAVD 88 ORTHO HEIGHT -    87.684 (meters)      287.68  (feet) ADJUSTED
 GE0216  ______________________________________________________________________
 GE0216  GEOID HEIGHT    -        -28.389 (meters)                     GEOID18
 GE0216  DYNAMIC HEIGHT  -         87.612 (meters)      287.44  (feet) COMP
 GE0216  MODELED GRAVITY -    979,813.7   (mgal)                       NAVD 88
 GE0216
 GE0216  VERT ORDER      -  FIRST     CLASS II
 GE0216
 GE0216.The horizontal coordinates were scaled from a map and have
 GE0216.an estimated accuracy of +/- 6 seconds.
 GE0216
 GE0216.The orthometric height was determined by differential leveling and
 GE0216.adjusted by the NATIONAL GEODETIC SURVEY
 GE0216.in June 1991.
 GE0216
 GE0216.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0216.GEOID18 height accuracy estimate available here.
 GE0216
 GE0216.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA201132(NAD 83)
 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
 GE0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0216.See file dsdata.pdf to determine how the superseded data were derived.
 GE0216
 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             CGS
 GE0216  HISTORY     - 20020918 MARK NOT FOUND   USACE
 GE0216
 GE0216                          STATION DESCRIPTION
 GE0216
 GE0216'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG0738 ***********************************************************************
 FG0738  DESIGNATION -  2060.4
 FG0738  PID         -  FG0738
 FG0738  STATE/COUNTY-  AR/NEWTON
 FG0738  COUNTRY     -  US
 FG0738  USGS QUAD   -  LURTON (2017)
 FG0738
 FG0738                         *CURRENT SURVEY CONTROL
 FG0738  ______________________________________________________________________
 FG0738* NAD 83(1986) POSITION- 35 48 11.     (N) 093 03 38.     (W)   SCALED
 FG0738* NAVD 88 ORTHO HEIGHT -   628.16  (+/-2cm)     2060.9   (feet) VERTCON3
 FG0738  ______________________________________________________________________
 FG0738  GEOID HEIGHT    -        -28.063 (meters)                     GEOID18
 FG0738  VERT ORDER      -  ? (See Below)
 FG0738
 FG0738.The horizontal coordinates were scaled from a 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
 FG0738.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0738.GEOID18 height accuracy estimate available here.
 FG0738
 FG0738.The vertical order pertains to the NGVD 29 superseded value.
 FG0738
 FG0738.Click photographs - Photos may exist for this station.
 FG0738
 FG0738;                    North         East    Units  Estimated Accuracy
 FG0738;SPC AR N     -   163,570.      304,150.      MT  (+/- 180 meters Scaled)
 FG0738
 FG0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV945621(NAD 83)
 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
 FG0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0738.See file dsdata.pdf to determine how the superseded data were derived.
 FG0738
 FG0738_MARKER: N = NAIL
 FG0738_SETTING: 33 = WOODEN OBJECT (DRIVEN IN A PILE, POLE, TREE OR STUMP)
 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             CGS
 FG0738
 FG0738                          STATION DESCRIPTION
 FG0738
 FG0738'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG0734 ***********************************************************************
 FG0734  DESIGNATION -  2061.3
 FG0734  PID         -  FG0734
 FG0734  STATE/COUNTY-  AR/NEWTON
 FG0734  COUNTRY     -  US
 FG0734  USGS QUAD   -  LURTON (2017)
 FG0734
 FG0734                         *CURRENT SURVEY CONTROL
 FG0734  ______________________________________________________________________
 FG0734* NAD 83(1986) POSITION- 35 46 54.     (N) 093 03 56.     (W)   SCALED
 FG0734* NAVD 88 ORTHO HEIGHT -   628.495 (meters)     2061.99  (feet) ADJUSTED
 FG0734  ______________________________________________________________________
 FG0734  GEOID HEIGHT    -        -28.067 (meters)                     GEOID18
 FG0734  DYNAMIC HEIGHT  -        627.880 (meters)     2059.97  (feet) COMP
 FG0734  MODELED GRAVITY -    979,633.3   (mgal)                       NAVD 88
 FG0734
 FG0734  VERT ORDER      -  SECOND    CLASS 0
 FG0734
 FG0734.The horizontal coordinates were scaled from a map and have
 FG0734.an estimated accuracy of +/- 6 seconds.
 FG0734
 FG0734.The orthometric height was determined by differential leveling and
 FG0734.adjusted by the NATIONAL GEODETIC SURVEY
 FG0734.in June 1991.
 FG0734
 FG0734.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0734.GEOID18 height accuracy estimate available here.
 FG0734
 FG0734.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV940597(NAD 83)
 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
 FG0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0734.See file dsdata.pdf to determine how the superseded data were derived.
 FG0734
 FG0734_MARKER: N = NAIL
 FG0734_SETTING: 33 = WOODEN OBJECT (DRIVEN IN A PILE, POLE, TREE OR STUMP)
 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 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 = MARCH 20, 2026 22:17:28 EDT
 EH1920 ***********************************************************************
 EH1920  DESIGNATION -  207.1
 EH1920  PID         -  EH1920
 EH1920  STATE/COUNTY-  AR/PRAIRIE
 EH1920  COUNTRY     -  US
 EH1920  USGS QUAD   -  DES ARC WEST (2017)
 EH1920
 EH1920                         *CURRENT SURVEY CONTROL
 EH1920  ______________________________________________________________________
 EH1920* NAD 83(1986) POSITION- 34 59 37.     (N) 091 37 18.     (W)   SCALED
 EH1920* NAVD 88 ORTHO HEIGHT -    63.07  (+/-2cm)      206.9   (feet) VERTCON3
 EH1920  ______________________________________________________________________
 EH1920  GEOID HEIGHT    -        -27.228 (meters)                     GEOID18
 EH1920  VERT ORDER      -  ? (See Below)
 EH1920
 EH1920.The horizontal coordinates were scaled from a 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
 EH1920.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1920.GEOID18 height accuracy estimate available here.
 EH1920
 EH1920.The vertical order pertains to the NGVD 29 superseded value.
 EH1920
 EH1920.Click photographs - Photos may exist for this station.
 EH1920
 EH1920;                    North         East    Units  Estimated Accuracy
 EH1920;SPC AR S     -   658,170.      434,540.      MT  (+/- 180 meters Scaled)
 EH1920
 EH1920_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU257732(NAD 83)
 EH1920
 EH1920                          SUPERSEDED SURVEY CONTROL
 EH1920
 EH1920  NGVD 29 (11/26/84)   63.073  (m)          206.93   (f) ADJUSTED       
 EH1920
 EH1920.Superseded values are not recommended for survey control.
 EH1920
 EH1920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1920.See file dsdata.pdf to determine how the superseded data were derived.
 EH1920
 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       USACE
 EH1920  HISTORY     - 1937     GOOD             CGS
 EH1920
 EH1920                          STATION DESCRIPTION
 EH1920
 EH1920'DESCRIBED BY COAST AND GEODETIC SURVEY 1937
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1145 ***********************************************************************
 EH1145  DESIGNATION -  209
 EH1145  PID         -  EH1145
 EH1145  STATE/COUNTY-  AR/MONROE
 EH1145  COUNTRY     -  US
 EH1145  USGS QUAD   -  BRINKLEY (2017)
 EH1145
 EH1145                         *CURRENT SURVEY CONTROL
 EH1145  ______________________________________________________________________
 EH1145* NAD 83(1986) POSITION- 34 53 17.     (N) 091 11 27.     (W)   SCALED
 EH1145* NAVD 88 ORTHO HEIGHT -    63.683 (meters)      208.93  (feet) ADJUSTED
 EH1145  ______________________________________________________________________
 EH1145  GEOID HEIGHT    -        -26.874 (meters)                     GEOID18
 EH1145  DYNAMIC HEIGHT  -         63.625 (meters)      208.74  (feet) COMP
 EH1145  MODELED GRAVITY -    979,717.1   (mgal)                       NAVD 88
 EH1145
 EH1145  VERT ORDER      -  FIRST     CLASS II
 EH1145
 EH1145.The horizontal coordinates were scaled from a map and have
 EH1145.an estimated accuracy of +/- 6 seconds.
 EH1145
 EH1145.The orthometric height was determined by differential leveling and
 EH1145.adjusted by the NATIONAL GEODETIC SURVEY
 EH1145.in June 1991.
 EH1145
 EH1145.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1145.GEOID18 height accuracy estimate available here.
 EH1145
 EH1145.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU653621(NAD 83)
 EH1145
 EH1145                          SUPERSEDED SURVEY CONTROL
 EH1145
 EH1145  NGVD 29 (11/26/84)   63.685  (m)          208.94   (f) ADJUSTED    1 2
 EH1145
 EH1145.Superseded values are not recommended for survey control.
 EH1145
 EH1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1145.See file dsdata.pdf to determine how the superseded data were derived.
 EH1145
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0210 ***********************************************************************
 GE0210  DESIGNATION -  209+11
 GE0210  PID         -  GE0210
 GE0210  STATE/COUNTY-  AR/GREENE
 GE0210  COUNTRY     -  US
 GE0210  USGS QUAD   -  LAFE (2017)
 GE0210
 GE0210                         *CURRENT SURVEY CONTROL
 GE0210  ______________________________________________________________________
 GE0210* NAD 83(1986) POSITION- 36 11 28.     (N) 090 30 37.     (W)   SCALED
 GE0210* NAVD 88 ORTHO HEIGHT -   102.900 (meters)      337.60  (feet) ADJUSTED
 GE0210  ______________________________________________________________________
 GE0210  GEOID HEIGHT    -        -28.319 (meters)                     GEOID18
 GE0210  DYNAMIC HEIGHT  -        102.815 (meters)      337.32  (feet) COMP
 GE0210  MODELED GRAVITY -    979,805.5   (mgal)                       NAVD 88
 GE0210
 GE0210  VERT ORDER      -  FIRST     CLASS II
 GE0210
 GE0210.The horizontal coordinates were scaled from a map and have
 GE0210.an estimated accuracy of +/- 6 seconds.
 GE0210
 GE0210.The orthometric height was determined by differential leveling and
 GE0210.adjusted by the NATIONAL GEODETIC SURVEY
 GE0210.in June 1991.
 GE0210
 GE0210.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0210.GEOID18 height accuracy estimate available here.
 GE0210
 GE0210.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA238080(NAD 83)
 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
 GE0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0210.See file dsdata.pdf to determine how the superseded data were derived.
 GE0210
 GE0210_MARKER: R = RIVET
 GE0210_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GE0210_SP_SET: BOX CULVERT HEADWALL
 GE0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0210+STABILITY: SURFACE MOTION
 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             CGS
 GE0210  HISTORY     - 20020918 GOOD             USACE
 GE0210
 GE0210                          STATION DESCRIPTION
 GE0210
 GE0210'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FF1323 ***********************************************************************
 FF1323  DESIGNATION -  21 BLS
 FF1323  PID         -  FF1323
 FF1323  STATE/COUNTY-  AR/WHITE
 FF1323  COUNTRY     -  US
 FF1323  USGS QUAD   -  JUDSONIA (2017)
 FF1323
 FF1323                         *CURRENT SURVEY CONTROL
 FF1323  ______________________________________________________________________
 FF1323* NAD 83(1986) POSITION- 35 17 49.     (N) 091 38 00.     (W)   SCALED
 FF1323* NAVD 88 ORTHO HEIGHT -    99.915 (meters)      327.80  (feet) ADJUSTED
 FF1323  ______________________________________________________________________
 FF1323  GEOID HEIGHT    -        -27.326 (meters)                     GEOID18
 FF1323  DYNAMIC HEIGHT  -         99.826 (meters)      327.51  (feet) COMP
 FF1323  MODELED GRAVITY -    979,736.3   (mgal)                       NAVD 88
 FF1323
 FF1323  VERT ORDER      -  SECOND    CLASS 0
 FF1323
 FF1323.The horizontal coordinates were scaled from a map and have
 FF1323.an estimated accuracy of +/- 6 seconds.
 FF1323
 FF1323.The orthometric height was determined by differential leveling and
 FF1323.adjusted by the NATIONAL GEODETIC SURVEY
 FF1323.in June 1991.
 FF1323
 FF1323.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1323.GEOID18 height accuracy estimate available here.
 FF1323
 FF1323.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV242068(NAD 83)
 FF1323
 FF1323                          SUPERSEDED SURVEY CONTROL
 FF1323
 FF1323  NGVD 29 (11/26/84)   99.866  (m)          327.64   (f) ADJUSTED    2 0
 FF1323
 FF1323.Superseded values are not recommended for survey control.
 FF1323
 FF1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1323.See file dsdata.pdf to determine how the superseded data were derived.
 FF1323
 FF1323_MARKER: DD = SURVEY DISK
 FF1323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1323_STAMPING: 21 BLS 1960
 FF1323_MARK LOGO: USGS
 FF1323_PROJECTION: PROJECTING 10 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 DK0823 ***********************************************************************
 DK0823  DESIGNATION -  21 DRL
 DK0823  PID         -  DK0823
 DK0823  STATE/COUNTY-  AR/ARKANSAS
 DK0823  COUNTRY     -  US
 DK0823  USGS QUAD   -  YANCOPIN (2017)
 DK0823
 DK0823                         *CURRENT SURVEY CONTROL
 DK0823  ______________________________________________________________________
 DK0823* NAD 83(1986) POSITION- 33 59 43.     (N) 091 10 10.     (W)   SCALED
 DK0823* NAVD 88 ORTHO HEIGHT -    52.489 (meters)      172.21  (feet) ADJUSTED
 DK0823  ______________________________________________________________________
 DK0823  GEOID HEIGHT    -        -26.390 (meters)                     GEOID18
 DK0823  DYNAMIC HEIGHT  -         52.436 (meters)      172.03  (feet) COMP
 DK0823  MODELED GRAVITY -    979,643.2   (mgal)                       NAVD 88
 DK0823
 DK0823  VERT ORDER      -  FIRST     CLASS II
 DK0823
 DK0823.The horizontal coordinates were scaled from a map and have
 DK0823.an estimated accuracy of +/- 6 seconds.
 DK0823
 DK0823.The orthometric height was determined by differential leveling and
 DK0823.adjusted by the NATIONAL GEODETIC SURVEY
 DK0823.in June 1991.
 DK0823
 DK0823.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK0823.GEOID18 height accuracy estimate available here.
 DK0823
 DK0823.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT690631(NAD 83)
 DK0823
 DK0823                          SUPERSEDED SURVEY CONTROL
 DK0823
 DK0823  NGVD 29 (11/26/84)   52.546  (m)          172.39   (f) ADJUSTED    1 2
 DK0823
 DK0823.Superseded values are not recommended for survey control.
 DK0823
 DK0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0823.See file dsdata.pdf to determine how the superseded data were derived.
 DK0823
 DK0823_MARKER: DD = SURVEY DISK
 DK0823_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DK0823_SP_SET: BRIDGE ABUTMENT
 DK0823_STAMPING: 21 DRL 1965
 DK0823_MARK LOGO: USGS
 DK0823_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK0823_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK0823+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2015
 DK0823
 DK0823  HISTORY     - Date     Condition        Report By
 DK0823  HISTORY     - 1965     MONUMENTED       USGS
 DK0823  HISTORY     - 1976     GOOD             NGS
 DK0823  HISTORY     - 20151022 GOOD             BFENG
 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.
 DK0823
 DK0823                          STATION RECOVERY (2015)
 DK0823
 DK0823'RECOVERY NOTE BY B AND F ENGINEERING 2015 (SMS)
 DK0823'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1121 ***********************************************************************
 EH1121  DESIGNATION -  21 F
 EH1121  PID         -  EH1121
 EH1121  STATE/COUNTY-  AR/PRAIRIE
 EH1121  COUNTRY     -  US
 EH1121  USGS QUAD   -  DE VALLS BLUFF (2017)
 EH1121
 EH1121                         *CURRENT SURVEY CONTROL
 EH1121  ______________________________________________________________________
 EH1121* NAD 83(1986) POSITION- 34 49 59.     (N) 091 22 36.     (W)   SCALED
 EH1121* NAVD 88 ORTHO HEIGHT -    55.962 (meters)      183.60  (feet) ADJUSTED
 EH1121  ______________________________________________________________________
 EH1121  GEOID HEIGHT    -        -26.956 (meters)                     GEOID18
 EH1121  DYNAMIC HEIGHT  -         55.909 (meters)      183.43  (feet) COMP
 EH1121  MODELED GRAVITY -    979,703.9   (mgal)                       NAVD 88
 EH1121
 EH1121  VERT ORDER      -  FIRST     CLASS II
 EH1121
 EH1121.The horizontal coordinates were scaled from a map and have
 EH1121.an estimated accuracy of +/- 6 seconds.
 EH1121
 EH1121.The orthometric height was determined by differential leveling and
 EH1121.adjusted by the NATIONAL GEODETIC SURVEY
 EH1121.in June 1991.
 EH1121
 EH1121.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1121.GEOID18 height accuracy estimate available here.
 EH1121
 EH1121.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU484557(NAD 83)
 EH1121
 EH1121                          SUPERSEDED SURVEY CONTROL
 EH1121
 EH1121  NGVD 29 (11/26/84)   55.962  (m)          183.60   (f) ADJUSTED    1 2
 EH1121
 EH1121.Superseded values are not recommended for survey control.
 EH1121
 EH1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1121.See file dsdata.pdf to determine how the superseded data were derived.
 EH1121
 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       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0131 ***********************************************************************
 FG0131  DESIGNATION -  21 RHM
 FG0131  PID         -  FG0131
 FG0131  STATE/COUNTY-  AR/FAULKNER
 FG0131  COUNTRY     -  US
 FG0131  USGS QUAD   -  ENOLA (2017)
 FG0131
 FG0131                         *CURRENT SURVEY CONTROL
 FG0131  ______________________________________________________________________
 FG0131* NAD 83(1986) POSITION- 35 09 32.     (N) 092 11 32.     (W)   SCALED
 FG0131* NAVD 88 ORTHO HEIGHT -   101.850 (meters)      334.15  (feet) ADJUSTED
 FG0131  ______________________________________________________________________
 FG0131  GEOID HEIGHT    -        -27.700 (meters)                     GEOID18
 FG0131  DYNAMIC HEIGHT  -        101.755 (meters)      333.84  (feet) COMP
 FG0131  MODELED GRAVITY -    979,702.0   (mgal)                       NAVD 88
 FG0131
 FG0131  VERT ORDER      -  SECOND    CLASS 0
 FG0131
 FG0131.The horizontal coordinates were scaled from a map and have
 FG0131.an estimated accuracy of +/- 6 seconds.
 FG0131
 FG0131.The orthometric height was determined by differential leveling and
 FG0131.adjusted by the NATIONAL GEODETIC SURVEY
 FG0131.in June 1991.
 FG0131
 FG0131.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0131.GEOID18 height accuracy estimate available here.
 FG0131
 FG0131.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU735909(NAD 83)
 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
 FG0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0131.See file dsdata.pdf to determine how the superseded data were derived.
 FG0131
 FG0131_MARKER: DB = BENCH MARK DISK
 FG0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0131_STAMPING: 21 RHM 1960
 FG0131_MARK LOGO: USGS
 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             CGS
 FG0131  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 FG0131
 FG0131                          STATION DESCRIPTION
 FG0131
 FG0131'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EH1736 ***********************************************************************
 EH1736  DESIGNATION -  21/22
 EH1736  PID         -  EH1736
 EH1736  STATE/COUNTY-  AR/JEFFERSON
 EH1736  COUNTRY     -  US
 EH1736  USGS QUAD   -  CORNERSTONE (2017)
 EH1736
 EH1736                         *CURRENT SURVEY CONTROL
 EH1736  ______________________________________________________________________
 EH1736* NAD 83(1986) POSITION- 34 11 05.     (N) 091 43 43.     (W)   SCALED
 EH1736* NAVD 88 ORTHO HEIGHT -    59.018 (meters)      193.63  (feet) ADJUSTED
 EH1736  ______________________________________________________________________
 EH1736  GEOID HEIGHT    -        -26.025 (meters)                     GEOID18
 EH1736  DYNAMIC HEIGHT  -         58.960 (meters)      193.44  (feet) COMP
 EH1736  MODELED GRAVITY -    979,661.4   (mgal)                       NAVD 88
 EH1736
 EH1736  VERT ORDER      -  SECOND    CLASS 0
 EH1736
 EH1736.The horizontal coordinates were scaled from a map and have
 EH1736.an estimated accuracy of +/- 6 seconds.
 EH1736
 EH1736.The orthometric height was determined by differential leveling and
 EH1736.adjusted by the NATIONAL GEODETIC SURVEY
 EH1736.in August 1993.
 EH1736
 EH1736.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1736.GEOID18 height accuracy estimate available here.
 EH1736
 EH1736.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT171833(NAD 83)
 EH1736
 EH1736                          SUPERSEDED SURVEY CONTROL
 EH1736
 EH1736  NAVD 88 (06/15/91)   59.040  (m)          193.70   (f) SUPERSEDED  2 0
 EH1736  NGVD 29 (11/26/84)   59.077  (m)          193.82   (f) ADJUSTED    2 0
 EH1736
 EH1736.Superseded values are not recommended for survey control.
 EH1736
 EH1736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1736.See file dsdata.pdf to determine how the superseded data were derived.
 EH1736
 EH1736_MARKER: P = PIPE CAP
 EH1736_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1736_STAMPING: B M 21/22
 EH1736_MARK LOGO: USACE
 EH1736_MAGNETIC: P = MARKER IS A STEEL PIPE
 EH1736_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1736
 EH1736  HISTORY     - Date     Condition        Report By
 EH1736  HISTORY     - UNK      MONUMENTED       USACE
 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 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 = MARCH 20, 2026 22:17:28 EDT
 EH1735 ***********************************************************************
 EH1735  DESIGNATION -  21/22 REF
 EH1735  PID         -  EH1735
 EH1735  STATE/COUNTY-  AR/JEFFERSON
 EH1735  COUNTRY     -  US
 EH1735  USGS QUAD   -  CORNERSTONE (2017)
 EH1735
 EH1735                         *CURRENT SURVEY CONTROL
 EH1735  ______________________________________________________________________
 EH1735* NAD 83(1986) POSITION- 34 11 01.     (N) 091 43 41.     (W)   SCALED
 EH1735* NAVD 88 ORTHO HEIGHT -    58.943 (meters)      193.38  (feet) ADJUSTED
 EH1735  ______________________________________________________________________
 EH1735  GEOID HEIGHT    -        -26.024 (meters)                     GEOID18
 EH1735  DYNAMIC HEIGHT  -         58.885 (meters)      193.19  (feet) COMP
 EH1735  MODELED GRAVITY -    979,661.4   (mgal)                       NAVD 88
 EH1735
 EH1735  VERT ORDER      -  SECOND    CLASS 0
 EH1735
 EH1735.The horizontal coordinates were scaled from a map and have
 EH1735.an estimated accuracy of +/- 6 seconds.
 EH1735
 EH1735.The orthometric height was determined by differential leveling and
 EH1735.adjusted by the NATIONAL GEODETIC SURVEY
 EH1735.in August 1993.
 EH1735
 EH1735.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1735.GEOID18 height accuracy estimate available here.
 EH1735
 EH1735.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT172832(NAD 83)
 EH1735
 EH1735                          SUPERSEDED SURVEY CONTROL
 EH1735
 EH1735  NAVD 88 (06/15/91)   58.965  (m)          193.45   (f) SUPERSEDED  2 0
 EH1735  NGVD 29 (11/26/84)   59.002  (m)          193.58   (f) ADJUSTED    2 0
 EH1735
 EH1735.Superseded values are not recommended for survey control.
 EH1735
 EH1735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1735.See file dsdata.pdf to determine how the superseded data were derived.
 EH1735
 EH1735_MARKER: P = PIPE CAP
 EH1735_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1735_STAMPING: B M REF 21/22
 EH1735_MARK LOGO: USACE
 EH1735_MAGNETIC: P = MARKER IS A STEEL PIPE
 EH1735_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1735
 EH1735  HISTORY     - Date     Condition        Report By
 EH1735  HISTORY     - UNK      MONUMENTED       USACE
 EH1735  HISTORY     - 1940     GOOD             CGS
 EH1735
 EH1735                          STATION DESCRIPTION
 EH1735
 EH1735'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0209 ***********************************************************************
 GE0209  DESIGNATION -  210+00
 GE0209  PID         -  GE0209
 GE0209  STATE/COUNTY-  AR/GREENE
 GE0209  COUNTRY     -  US
 GE0209  USGS QUAD   -  LAFE (2017)
 GE0209
 GE0209                         *CURRENT SURVEY CONTROL
 GE0209  ______________________________________________________________________
 GE0209* NAD 83(1986) POSITION- 36 11 00.     (N) 090 30 50.     (W)   SCALED
 GE0209* NAVD 88 ORTHO HEIGHT -   112.915 (meters)      370.46  (feet) ADJUSTED
 GE0209  ______________________________________________________________________
 GE0209  GEOID HEIGHT    -        -28.312 (meters)                     GEOID18
 GE0209  DYNAMIC HEIGHT  -        112.821 (meters)      370.15  (feet) COMP
 GE0209  MODELED GRAVITY -    979,803.8   (mgal)                       NAVD 88
 GE0209
 GE0209  VERT ORDER      -  FIRST     CLASS II
 GE0209
 GE0209.The horizontal coordinates were scaled from a map and have
 GE0209.an estimated accuracy of +/- 6 seconds.
 GE0209
 GE0209.The orthometric height was determined by differential leveling and
 GE0209.adjusted by the NATIONAL GEODETIC SURVEY
 GE0209.in June 1991.
 GE0209
 GE0209.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0209.GEOID18 height accuracy estimate available here.
 GE0209
 GE0209.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA235071(NAD 83)
 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
 GE0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0209.See file dsdata.pdf to determine how the superseded data were derived.
 GE0209
 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             CGS
 GE0209  HISTORY     - 20020918 MARK NOT FOUND   USACE
 GE0209
 GE0209                          STATION DESCRIPTION
 GE0209
 GE0209'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG0736 ***********************************************************************
 FG0736  DESIGNATION -  2104
 FG0736  PID         -  FG0736
 FG0736  STATE/COUNTY-  AR/NEWTON
 FG0736  COUNTRY     -  US
 FG0736  USGS QUAD   -  LURTON (2017)
 FG0736
 FG0736                         *CURRENT SURVEY CONTROL
 FG0736  ______________________________________________________________________
 FG0736* NAD 83(1986) POSITION- 35 47 14.     (N) 093 03 47.     (W)   SCALED
 FG0736* NAVD 88 ORTHO HEIGHT -   641.380 (meters)     2104.26  (feet) ADJUSTED
 FG0736  ______________________________________________________________________
 FG0736  GEOID HEIGHT    -        -28.064 (meters)                     GEOID18
 FG0736  DYNAMIC HEIGHT  -        640.752 (meters)     2102.20  (feet) COMP
 FG0736  MODELED GRAVITY -    979,632.7   (mgal)                       NAVD 88
 FG0736
 FG0736  VERT ORDER      -  SECOND    CLASS 0
 FG0736
 FG0736.The horizontal coordinates were scaled from a map and have
 FG0736.an estimated accuracy of +/- 6 seconds.
 FG0736
 FG0736.The orthometric height was determined by differential leveling and
 FG0736.adjusted by the NATIONAL GEODETIC SURVEY
 FG0736.in June 1991.
 FG0736
 FG0736.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0736.GEOID18 height accuracy estimate available here.
 FG0736
 FG0736.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV943603(NAD 83)
 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
 FG0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0736.See file dsdata.pdf to determine how the superseded data were derived.
 FG0736
 FG0736_MARKER: N = NAIL
 FG0736_SETTING: 33 = WOODEN OBJECT (DRIVEN IN A PILE, POLE, TREE OR STUMP)
 FG0736_SP_SET: SYCAMORE TREE
 FG0736_MARK LOGO: USGS
 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             CGS
 FG0736
 FG0736                          STATION DESCRIPTION
 FG0736
 FG0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0836 ***********************************************************************
 FG0836  DESIGNATION -  2105.2
 FG0836  PID         -  FG0836
 FG0836  STATE/COUNTY-  AR/NEWTON
 FG0836  COUNTRY     -  US
 FG0836  USGS QUAD   -  FALLSVILLE (2017)
 FG0836
 FG0836                         *CURRENT SURVEY CONTROL
 FG0836  ______________________________________________________________________
 FG0836* NAD 83(1986) POSITION- 35 49 10.     (N) 093 24 28.     (W)   SCALED
 FG0836* NAVD 88 ORTHO HEIGHT -   641.790 (meters)     2105.61  (feet) ADJUSTED
 FG0836  ______________________________________________________________________
 FG0836  GEOID HEIGHT    -        -27.998 (meters)                     GEOID18
 FG0836  DYNAMIC HEIGHT  -        641.159 (meters)     2103.54  (feet) COMP
 FG0836  MODELED GRAVITY -    979,628.8   (mgal)                       NAVD 88
 FG0836
 FG0836  VERT ORDER      -  SECOND    CLASS 0
 FG0836
 FG0836.The horizontal coordinates were scaled from a map and have
 FG0836.an estimated accuracy of +/- 6 seconds.
 FG0836
 FG0836.The orthometric height was determined by differential leveling and
 FG0836.adjusted by the NATIONAL GEODETIC SURVEY
 FG0836.in June 1991.
 FG0836
 FG0836.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0836.GEOID18 height accuracy estimate available here.
 FG0836
 FG0836.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV631639(NAD 83)
 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
 FG0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0836.See file dsdata.pdf to determine how the superseded data were derived.
 FG0836
 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             CGS
 FG0836  HISTORY     - 1935     GOOD             CGS
 FG0836  HISTORY     - 20050711 MARK NOT FOUND   GEOCAC
 FG0836
 FG0836                          STATION DESCRIPTION
 FG0836
 FG0836'DESCRIBED BY COAST AND 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FF0255 ***********************************************************************
 FF0255  DESIGNATION -  214.698
 FF0255  PID         -  FF0255
 FF0255  STATE/COUNTY-  AR/CRITTENDEN
 FF0255  COUNTRY     -  US
 FF0255  USGS QUAD   -  WEST MEMPHIS (2017)
 FF0255
 FF0255                         *CURRENT SURVEY CONTROL
 FF0255  ______________________________________________________________________
 FF0255* NAD 83(1986) POSITION- 35 08 03.3    (N) 090 10 08.0    (W)   HD_HELD2
 FF0255* NAVD 88 ORTHO HEIGHT -    65.375 (meters)      214.48  (feet) ADJUSTED
 FF0255  ______________________________________________________________________
 FF0255  GEOID HEIGHT    -        -27.309 (meters)                     GEOID18
 FF0255  DYNAMIC HEIGHT  -         65.316 (meters)      214.29  (feet) COMP
 FF0255  MODELED GRAVITY -    979,731.6   (mgal)                       NAVD 88
 FF0255
 FF0255  VERT ORDER      -  SECOND    CLASS I
 FF0255
 FF0255.The horizontal coordinates were established by autonomous hand held GPS
 FF0255.observations and have an estimated accuracy of +/- 10 meters.
 FF0255
 FF0255.The orthometric height was determined by differential leveling and
 FF0255.adjusted by the NATIONAL GEODETIC SURVEY
 FF0255.in January 2022.
 FF0255
 FF0255.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0255.GEOID18 height accuracy estimate available here.
 FF0255
 FF0255.Click photographs - Photos may exist for this station.
 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     -    90,407.      566,870.      MT  (+/- 10 meters HH2 GPS)
 FF0255
 FF0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU5795691600(NAD 83)
 FF0255
 FF0255                          SUPERSEDED SURVEY CONTROL
 FF0255
 FF0255  NAVD 88 (06/15/91)   65.481  (m)          214.83   (f) SUPERSEDED  1 2
 FF0255  NGVD 29 (11/26/84)   65.455  (m)          214.75   (f) ADJUSTED    1 2
 FF0255
 FF0255.Superseded values are not recommended for survey control.
 FF0255
 FF0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0255.See file dsdata.pdf to determine how the superseded data were derived.
 FF0255
 FF0255_MARKER: P = PIPE CAP
 FF0255_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF0255_STAMPING: 214.698
 FF0255_MARK LOGO: USGS
 FF0255_PROJECTION: PROJECTING 15 CENTIMETERS
 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  HISTORY     - 20210805 GOOD             ARHD
 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.
 FF0255
 FF0255                          STATION RECOVERY (2021)
 FF0255
 FF0255'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2021 (JDH)
 FF0255'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GE0128 ***********************************************************************
 GE0128  DESIGNATION -  215+00
 GE0128  PID         -  GE0128
 GE0128  STATE/COUNTY-  AR/GREENE
 GE0128  COUNTRY     -  US
 GE0128  USGS QUAD   -  PARAGOULD EAST (2017)
 GE0128
 GE0128                         *CURRENT SURVEY CONTROL
 GE0128  ______________________________________________________________________
 GE0128* NAD 83(1986) POSITION- 36 06 59.     (N) 090 29 26.     (W)   SCALED
 GE0128* NAVD 88 ORTHO HEIGHT -    95.838 (meters)      314.43  (feet) ADJUSTED
 GE0128  ______________________________________________________________________
 GE0128  GEOID HEIGHT    -        -28.272 (meters)                     GEOID18
 GE0128  DYNAMIC HEIGHT  -         95.758 (meters)      314.17  (feet) COMP
 GE0128  MODELED GRAVITY -    979,798.4   (mgal)                       NAVD 88
 GE0128
 GE0128  VERT ORDER      -  FIRST     CLASS II
 GE0128
 GE0128.The horizontal coordinates were scaled from a map and have
 GE0128.an estimated accuracy of +/- 6 seconds.
 GE0128
 GE0128.The orthometric height was determined by differential leveling and
 GE0128.adjusted by the NATIONAL GEODETIC SURVEY
 GE0128.in June 1991.
 GE0128
 GE0128.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0128.GEOID18 height accuracy estimate available here.
 GE0128
 GE0128.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV258997(NAD 83)
 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
 GE0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0128.See file dsdata.pdf to determine how the superseded data were derived.
 GE0128
 GE0128_MARKER: Z = SEE DESCRIPTION
 GE0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0128+STABILITY: SURFACE MOTION
 GE0128
 GE0128  HISTORY     - Date     Condition        Report By
 GE0128  HISTORY     - UNK      MONUMENTED       MPRR
 GE0128  HISTORY     - 1956     GOOD             CGS
 GE0128  HISTORY     - 20020731 MARK NOT FOUND   USACE
 GE0128
 GE0128                          STATION DESCRIPTION
 GE0128
 GE0128'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EH1665 ***********************************************************************
 EH1665  DESIGNATION -  215.56
 EH1665  PID         -  EH1665
 EH1665  STATE/COUNTY-  AR/ARKANSAS
 EH1665  COUNTRY     -  US
 EH1665  USGS QUAD   -  STUTTGART SOUTH (2017)
 EH1665
 EH1665                         *CURRENT SURVEY CONTROL
 EH1665  ______________________________________________________________________
 EH1665* NAD 83(1986) POSITION- 34 27 52.     (N) 091 32 29.     (W)   SCALED
 EH1665* NAVD 88 ORTHO HEIGHT -    65.728 (meters)      215.64  (feet) ADJUSTED
 EH1665  ______________________________________________________________________
 EH1665  GEOID HEIGHT    -        -26.523 (meters)                     GEOID18
 EH1665  DYNAMIC HEIGHT  -         65.665 (meters)      215.44  (feet) COMP
 EH1665  MODELED GRAVITY -    979,678.6   (mgal)                       NAVD 88
 EH1665
 EH1665  VERT ORDER      -  FIRST     CLASS II
 EH1665
 EH1665.The horizontal coordinates were scaled from a map and have
 EH1665.an estimated accuracy of +/- 6 seconds.
 EH1665
 EH1665.The orthometric height was determined by differential leveling and
 EH1665.adjusted by the NATIONAL GEODETIC SURVEY
 EH1665.in August 1993.
 EH1665
 EH1665.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1665.GEOID18 height accuracy estimate available here.
 EH1665
 EH1665.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU339146(NAD 83)
 EH1665
 EH1665                          SUPERSEDED SURVEY CONTROL
 EH1665
 EH1665  NAVD 88 (06/15/91)   65.763  (m)          215.76   (f) SUPERSEDED  1 2
 EH1665  NGVD 29 (11/26/84)   65.769  (m)          215.78   (f) ADJUSTED    1 2
 EH1665
 EH1665.Superseded values are not recommended for survey control.
 EH1665
 EH1665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1665.See file dsdata.pdf to determine how the superseded data were derived.
 EH1665
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1210 ***********************************************************************
 FF1210  DESIGNATION -  217.80
 FF1210  PID         -  FF1210
 FF1210  STATE/COUNTY-  AR/WHITE
 FF1210  COUNTRY     -  US
 FF1210  USGS QUAD   -  BRADFORD (2017)
 FF1210
 FF1210                         *CURRENT SURVEY CONTROL
 FF1210  ______________________________________________________________________
 FF1210* NAD 83(1986) POSITION- 35 26 07.     (N) 091 26 38.     (W)   SCALED
 FF1210* NAVD 88 ORTHO HEIGHT -    65.705 (meters)      215.57  (feet) ADJUSTED
 FF1210  ______________________________________________________________________
 FF1210  GEOID HEIGHT    -        -27.290 (meters)                     GEOID18
 FF1210  DYNAMIC HEIGHT  -         65.648 (meters)      215.38  (feet) COMP
 FF1210  MODELED GRAVITY -    979,763.0   (mgal)                       NAVD 88
 FF1210
 FF1210  VERT ORDER      -  FIRST     CLASS II
 FF1210
 FF1210.The horizontal coordinates were scaled from a map and have
 FF1210.an estimated accuracy of +/- 6 seconds.
 FF1210
 FF1210.The orthometric height was determined by differential leveling and
 FF1210.adjusted by the NATIONAL GEODETIC SURVEY
 FF1210.in June 1991.
 FF1210
 FF1210.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1210.GEOID18 height accuracy estimate available here.
 FF1210
 FF1210.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV412224(NAD 83)
 FF1210
 FF1210                          SUPERSEDED SURVEY CONTROL
 FF1210
 FF1210  NGVD 29 (11/26/84)   65.652  (m)          215.39   (f) ADJUSTED    1 2
 FF1210
 FF1210.Superseded values are not recommended for survey control.
 FF1210
 FF1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1210.See file dsdata.pdf to determine how the superseded data were derived.
 FF1210
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2302 ***********************************************************************
 EH2302  DESIGNATION -  217.95
 EH2302  PID         -  EH2302
 EH2302  STATE/COUNTY-  AR/PRAIRIE
 EH2302  COUNTRY     -  US
 EH2302  USGS QUAD   -  SLOVAK (2017)
 EH2302
 EH2302                         *CURRENT SURVEY CONTROL
 EH2302  ______________________________________________________________________
 EH2302* NAD 83(1986) POSITION- 34 39 20.     (N) 091 35 31.     (W)   SCALED
 EH2302* NAVD 88 ORTHO HEIGHT -    66.454 (meters)      218.02  (feet) POSTED
 EH2302  ______________________________________________________________________
 EH2302  GEOID HEIGHT    -        -26.766 (meters)                     GEOID18
 EH2302  DYNAMIC HEIGHT  -         66.39  (meters)      217.8   (feet) COMP
 EH2302  MODELED GRAVITY -    979,686.7   (mgal)                       NAVD 88
 EH2302
 EH2302  VERT ORDER      -  * POSTED, SEE BELOW
 EH2302
 EH2302.The horizontal coordinates were scaled from a 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
 EH2302.* This is a POSTED BENCH MARK height.
 EH2302
 EH2302.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2302.GEOID18 height accuracy estimate available here.
 EH2302
 EH2302.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU290357(NAD 83)
 EH2302
 EH2302                          SUPERSEDED SURVEY CONTROL
 EH2302
 EH2302  NGVD 29 (11/26/84)   66.458  (m)          218.04   (f) ADJUSTED    2 0
 EH2302
 EH2302.Superseded values are not recommended for survey control.
 EH2302
 EH2302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2302.See file dsdata.pdf to determine how the superseded data were derived.
 EH2302
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2364 ***********************************************************************
 EH2364  DESIGNATION -  218.04
 EH2364  PID         -  EH2364
 EH2364  STATE/COUNTY-  AR/PRAIRIE
 EH2364  COUNTRY     -  US
 EH2364  USGS QUAD   -  SLOVAK (2017)
 EH2364
 EH2364                         *CURRENT SURVEY CONTROL
 EH2364  ______________________________________________________________________
 EH2364* NAD 83(1986) POSITION- 34 38 27.     (N) 091 34 18.     (W)   SCALED
 EH2364* NAVD 88 ORTHO HEIGHT -    66.495 (meters)      218.16  (feet) ADJUSTED
 EH2364  ______________________________________________________________________
 EH2364  GEOID HEIGHT    -        -26.755 (meters)                     GEOID18
 EH2364  DYNAMIC HEIGHT  -         66.432 (meters)      217.95  (feet) COMP
 EH2364  MODELED GRAVITY -    979,685.7   (mgal)                       NAVD 88
 EH2364
 EH2364  VERT ORDER      -  SECOND    CLASS 0
 EH2364
 EH2364.The horizontal coordinates were scaled from a map and have
 EH2364.an estimated accuracy of +/- 6 seconds.
 EH2364
 EH2364.The orthometric height was determined by differential leveling and
 EH2364.adjusted by the NATIONAL GEODETIC SURVEY
 EH2364.in June 1991.
 EH2364
 EH2364.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2364.GEOID18 height accuracy estimate available here.
 EH2364
 EH2364.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU309341(NAD 83)
 EH2364
 EH2364                          SUPERSEDED SURVEY CONTROL
 EH2364
 EH2364  NGVD 29 (11/26/84)   66.493  (m)          218.15   (f) ADJUSTED    2 0
 EH2364
 EH2364.Superseded values are not recommended for survey control.
 EH2364
 EH2364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2364.See file dsdata.pdf to determine how the superseded data were derived.
 EH2364
 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 = MARCH 20, 2026 22:17:28 EDT
 DL0171 ***********************************************************************
 DL0171  DESIGNATION -  219
 DL0171  PID         -  DL0171
 DL0171  STATE/COUNTY-  AR/ASHLEY
 DL0171  COUNTRY     -  US
 DL0171  USGS QUAD   -  MARAIS SALINE (2017)
 DL0171
 DL0171                         *CURRENT SURVEY CONTROL
 DL0171  ______________________________________________________________________
 DL0171* NAD 83(1986) POSITION- 33 14 11.     (N) 092 00 44.     (W)   SCALED
 DL0171* NAVD 88 ORTHO HEIGHT -    31.684 (meters)      103.95  (feet) ADJUSTED
 DL0171  ______________________________________________________________________
 DL0171  GEOID HEIGHT    -        -25.899 (meters)                     GEOID18
 DL0171  DYNAMIC HEIGHT  -         31.650 (meters)      103.84  (feet) COMP
 DL0171  MODELED GRAVITY -    979,581.0   (mgal)                       NAVD 88
 DL0171
 DL0171  VERT ORDER      -  SECOND    CLASS 0
 DL0171
 DL0171.The horizontal coordinates were scaled from a map and have
 DL0171.an estimated accuracy of +/- 6 seconds.
 DL0171
 DL0171.The orthometric height was determined by differential leveling and
 DL0171.adjusted by the NATIONAL GEODETIC SURVEY
 DL0171.in June 1991.
 DL0171
 DL0171.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0171.GEOID18 height accuracy estimate available here.
 DL0171
 DL0171.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS920779(NAD 83)
 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
 DL0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0171.See file dsdata.pdf to determine how the superseded data were derived.
 DL0171
 DL0171_MARKER: P = PIPE CAP
 DL0171_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0171_STAMPING: 219
 DL0171_MARK LOGO: USACE
 DL0171_MAGNETIC: P = MARKER IS A STEEL PIPE
 DL0171_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0171_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL0171+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2022
 DL0171
 DL0171  HISTORY     - Date     Condition        Report By
 DL0171  HISTORY     - UNK      MONUMENTED       USACE
 DL0171  HISTORY     - 1935     GOOD             CGS
 DL0171  HISTORY     - 20220907 POOR             ARHD
 DL0171
 DL0171                          STATION DESCRIPTION
 DL0171
 DL0171'DESCRIBED BY COAST AND 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.
 DL0171
 DL0171                          STATION RECOVERY (2022)
 DL0171
 DL0171'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2022 (CW)
 DL0171'LEANING OVER BAD.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK0826 ***********************************************************************
 DK0826  DESIGNATION -  22 DRL
 DK0826  PID         -  DK0826
 DK0826  STATE/COUNTY-  AR/ARKANSAS
 DK0826  COUNTRY     -  US
 DK0826  USGS QUAD   -  YANCOPIN (2017)
 DK0826
 DK0826                         *CURRENT SURVEY CONTROL
 DK0826  ______________________________________________________________________
 DK0826* NAD 83(1986) POSITION- 33 58 20.     (N) 091 11 26.     (W)   SCALED
 DK0826* NAVD 88 ORTHO HEIGHT -    51.447 (meters)      168.79  (feet) ADJUSTED
 DK0826  ______________________________________________________________________
 DK0826  GEOID HEIGHT    -        -26.373 (meters)                     GEOID18
 DK0826  DYNAMIC HEIGHT  -         51.396 (meters)      168.62  (feet) COMP
 DK0826  MODELED GRAVITY -    979,641.5   (mgal)                       NAVD 88
 DK0826
 DK0826  VERT ORDER      -  FIRST     CLASS II
 DK0826
 DK0826.The horizontal coordinates were scaled from a map and have
 DK0826.an estimated accuracy of +/- 6 seconds.
 DK0826
 DK0826.The orthometric height was determined by differential leveling and
 DK0826.adjusted by the NATIONAL GEODETIC SURVEY
 DK0826.in June 1991.
 DK0826
 DK0826.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK0826.GEOID18 height accuracy estimate available here.
 DK0826
 DK0826.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT671605(NAD 83)
 DK0826
 DK0826                          SUPERSEDED SURVEY CONTROL
 DK0826
 DK0826  NGVD 29 (11/26/84)   51.506  (m)          168.98   (f) ADJUSTED    1 2
 DK0826
 DK0826.Superseded values are not recommended for survey control.
 DK0826
 DK0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0826.See file dsdata.pdf to determine how the superseded data were derived.
 DK0826
 DK0826_MARKER: DD = SURVEY DISK
 DK0826_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DK0826_SP_SET: BRIDGE ABUTMENT
 DK0826_STAMPING: 22 DRL 1965
 DK0826_MARK LOGO: USGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0133 ***********************************************************************
 FG0133  DESIGNATION -  22 RHM
 FG0133  PID         -  FG0133
 FG0133  STATE/COUNTY-  AR/FAULKNER
 FG0133  COUNTRY     -  US
 FG0133  USGS QUAD   -  ENOLA (2017)
 FG0133
 FG0133                         *CURRENT SURVEY CONTROL
 FG0133  ______________________________________________________________________
 FG0133* NAD 83(1986) POSITION- 35 09 32.     (N) 092 10 36.     (W)   SCALED
 FG0133* NAVD 88 ORTHO HEIGHT -   102.800 (meters)      337.27  (feet) ADJUSTED
 FG0133  ______________________________________________________________________
 FG0133  GEOID HEIGHT    -        -27.679 (meters)                     GEOID18
 FG0133  DYNAMIC HEIGHT  -        102.704 (meters)      336.95  (feet) COMP
 FG0133  MODELED GRAVITY -    979,701.1   (mgal)                       NAVD 88
 FG0133
 FG0133  VERT ORDER      -  SECOND    CLASS 0
 FG0133
 FG0133.The horizontal coordinates were scaled from a map and have
 FG0133.an estimated accuracy of +/- 6 seconds.
 FG0133
 FG0133.The orthometric height was determined by differential leveling and
 FG0133.adjusted by the NATIONAL GEODETIC SURVEY
 FG0133.in June 1991.
 FG0133
 FG0133.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0133.GEOID18 height accuracy estimate available here.
 FG0133
 FG0133.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU749909(NAD 83)
 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
 FG0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0133.See file dsdata.pdf to determine how the superseded data were derived.
 FG0133
 FG0133_MARKER: DB = BENCH MARK DISK
 FG0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0133_STAMPING: 22 RHM 1960
 FG0133_MARK LOGO: USGS
 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             CGS
 FG0133  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 FG0133
 FG0133                          STATION DESCRIPTION
 FG0133
 FG0133'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EH1734 ***********************************************************************
 EH1734  DESIGNATION -  22/23
 EH1734  PID         -  EH1734
 EH1734  STATE/COUNTY-  AR/JEFFERSON
 EH1734  COUNTRY     -  US
 EH1734  USGS QUAD   -  CORNERSTONE (2017)
 EH1734
 EH1734                         *CURRENT SURVEY CONTROL
 EH1734  ______________________________________________________________________
 EH1734* NAD 83(1986) POSITION- 34 11 00.     (N) 091 43 01.     (W)   SCALED
 EH1734* NAVD 88 ORTHO HEIGHT -    57.562 (meters)      188.85  (feet) ADJUSTED
 EH1734  ______________________________________________________________________
 EH1734  GEOID HEIGHT    -        -26.030 (meters)                     GEOID18
 EH1734  DYNAMIC HEIGHT  -         57.506 (meters)      188.67  (feet) COMP
 EH1734  MODELED GRAVITY -    979,661.3   (mgal)                       NAVD 88
 EH1734
 EH1734  VERT ORDER      -  SECOND    CLASS 0
 EH1734
 EH1734.The horizontal coordinates were scaled from a map and have
 EH1734.an estimated accuracy of +/- 6 seconds.
 EH1734
 EH1734.The orthometric height was determined by differential leveling and
 EH1734.adjusted by the NATIONAL GEODETIC SURVEY
 EH1734.in August 1993.
 EH1734
 EH1734.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1734.GEOID18 height accuracy estimate available here.
 EH1734
 EH1734.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT182832(NAD 83)
 EH1734
 EH1734                          SUPERSEDED SURVEY CONTROL
 EH1734
 EH1734  NAVD 88 (06/15/91)   57.586  (m)          188.93   (f) SUPERSEDED  2 0
 EH1734  NGVD 29 (11/26/84)   57.624  (m)          189.05   (f) ADJUSTED    2 0
 EH1734
 EH1734.Superseded values are not recommended for survey control.
 EH1734
 EH1734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1734.See file dsdata.pdf to determine how the superseded data were derived.
 EH1734
 EH1734_MARKER: P = PIPE CAP
 EH1734_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1734_STAMPING: B M 22/23
 EH1734_MARK LOGO: USACE
 EH1734_MAGNETIC: P = MARKER IS A STEEL PIPE
 EH1734_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1734
 EH1734  HISTORY     - Date     Condition        Report By
 EH1734  HISTORY     - UNK      MONUMENTED       USACE
 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 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 = MARCH 20, 2026 22:17:28 EDT
 EH1733 ***********************************************************************
 EH1733  DESIGNATION -  22/23 REF
 EH1733  PID         -  EH1733
 EH1733  STATE/COUNTY-  AR/JEFFERSON
 EH1733  COUNTRY     -  US
 EH1733  USGS QUAD   -  CORNERSTONE (2017)
 EH1733
 EH1733                         *CURRENT SURVEY CONTROL
 EH1733  ______________________________________________________________________
 EH1733* NAD 83(1986) POSITION- 34 11 00.     (N) 091 42 52.     (W)   SCALED
 EH1733* NAVD 88 ORTHO HEIGHT -    58.318 (meters)      191.33  (feet) ADJUSTED
 EH1733  ______________________________________________________________________
 EH1733  GEOID HEIGHT    -        -26.031 (meters)                     GEOID18
 EH1733  DYNAMIC HEIGHT  -         58.261 (meters)      191.14  (feet) COMP
 EH1733  MODELED GRAVITY -    979,661.3   (mgal)                       NAVD 88
 EH1733
 EH1733  VERT ORDER      -  SECOND    CLASS 0
 EH1733
 EH1733.The horizontal coordinates were scaled from a map and have
 EH1733.an estimated accuracy of +/- 6 seconds.
 EH1733
 EH1733.The orthometric height was determined by differential leveling and
 EH1733.adjusted by the NATIONAL GEODETIC SURVEY
 EH1733.in August 1993.
 EH1733
 EH1733.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1733.GEOID18 height accuracy estimate available here.
 EH1733
 EH1733.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT184832(NAD 83)
 EH1733
 EH1733                          SUPERSEDED SURVEY CONTROL
 EH1733
 EH1733  NAVD 88 (06/15/91)   58.342  (m)          191.41   (f) SUPERSEDED  2 0
 EH1733  NGVD 29 (11/26/84)   58.380  (m)          191.54   (f) ADJUSTED    2 0
 EH1733
 EH1733.Superseded values are not recommended for survey control.
 EH1733
 EH1733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1733.See file dsdata.pdf to determine how the superseded data were derived.
 EH1733
 EH1733_MARKER: P = PIPE CAP
 EH1733_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1733_STAMPING: B M REF 22/23
 EH1733_MARK LOGO: USACE
 EH1733_MAGNETIC: P = MARKER IS A STEEL PIPE
 EH1733_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1733
 EH1733  HISTORY     - Date     Condition        Report By
 EH1733  HISTORY     - UNK      MONUMENTED       USACE
 EH1733  HISTORY     - 1964     MARK NOT FOUND   USGS
 EH1733
 EH1733                          STATION DESCRIPTION
 EH1733
 EH1733'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 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 = MARCH 20, 2026 22:17:28 EDT
 GG0124 ***********************************************************************
 GG0124  DESIGNATION -  220
 GG0124  PID         -  GG0124
 GG0124  STATE/COUNTY-  AR/BENTON
 GG0124  COUNTRY     -  US
 GG0124  USGS QUAD   -  GENTRY (2017)
 GG0124
 GG0124                         *CURRENT SURVEY CONTROL
 GG0124  ______________________________________________________________________
 GG0124* NAD 83(1986) POSITION- 36 17 35.     (N) 094 27 09.     (W)   SCALED
 GG0124* NAVD 88 ORTHO HEIGHT -   404.187 (meters)     1326.07  (feet) ADJUSTED
 GG0124  ______________________________________________________________________
 GG0124  GEOID HEIGHT    -        -28.198 (meters)                     GEOID18
 GG0124  DYNAMIC HEIGHT  -        403.834 (meters)     1324.91  (feet) COMP
 GG0124  MODELED GRAVITY -    979,747.2   (mgal)                       NAVD 88
 GG0124
 GG0124  VERT ORDER      -  SECOND    CLASS 0
 GG0124
 GG0124.The horizontal coordinates were scaled from a map and have
 GG0124.an estimated accuracy of +/- 6 seconds.
 GG0124
 GG0124.The orthometric height was determined by differential leveling and
 GG0124.adjusted by the NATIONAL GEODETIC SURVEY
 GG0124.in June 1991.
 GG0124
 GG0124.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0124.GEOID18 height accuracy estimate available here.
 GG0124
 GG0124.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA695174(NAD 83)
 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
 GG0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0124.See file dsdata.pdf to determine how the superseded data were derived.
 GG0124
 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             CGS
 GG0124  HISTORY     - 1961     MARK NOT FOUND   CGS
 GG0124  HISTORY     - 20100414 MARK NOT FOUND   AR-007
 GG0124  HISTORY     - 20120411 MARK NOT FOUND   COSTEL
 GG0124
 GG0124                          STATION DESCRIPTION
 GG0124
 GG0124'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1961
 GG0124'MARK NOT FOUND.
 GG0124
 GG0124                          STATION RECOVERY (2010)
 GG0124
 GG0124'RECOVERY NOTE BY BENTON COUNTY ARKANSAS 2010 (GT)
 GG0124'MARK NOT FOUND.
 GG0124
 GG0124                          STATION RECOVERY (2012)
 GG0124
 GG0124'RECOVERY NOTE BY COSTELLO LAND SURVEYING 2012 (TC)
 GG0124'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0524 ***********************************************************************
 FF0524  DESIGNATION -  220
 FF0524  PID         -  FF0524
 FF0524  STATE/COUNTY-  AR/CROSS
 FF0524  COUNTRY     -  US
 FF0524  USGS QUAD   -  WYNNE (2017)
 FF0524
 FF0524                         *CURRENT SURVEY CONTROL
 FF0524  ______________________________________________________________________
 FF0524* NAD 83(1986) POSITION- 35 09 47.25   (N) 090 48 21.47   (W)   HD_HELD1
 FF0524* NAVD 88 ORTHO HEIGHT -    75.924 (meters)      249.09  (feet) ADJUSTED
 FF0524  ______________________________________________________________________
 FF0524  GEOID HEIGHT    -        -27.098 (meters)                     GEOID18
 FF0524  DYNAMIC HEIGHT  -         75.855 (meters)      248.87  (feet) COMP
 FF0524  MODELED GRAVITY -    979,727.2   (mgal)                       NAVD 88
 FF0524
 FF0524  VERT ORDER      -  FIRST     CLASS II
 FF0524
 FF0524.The horizontal coordinates were determined by differentially corrected
 FF0524.hand held GPS observations or other comparable positioning techniques
 FF0524.and have an estimated accuracy of +/- 3 meters.
 FF0524
 FF0524.The orthometric height was determined by differential leveling and
 FF0524.adjusted by the NATIONAL GEODETIC SURVEY
 FF0524.in April 2013.
 FF0524
 FF0524.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0524.GEOID18 height accuracy estimate available here.
 FF0524
 FF0524.Click photographs - Photos may exist for this station.
 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     -    92,717.9     508,777.9     MT  (+/- 3 meters HH1 GPS) 
 FF0524
 FF0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU9982793337(NAD 83)
 FF0524
 FF0524                          SUPERSEDED SURVEY CONTROL
 FF0524
 FF0524  NAVD 88 (06/15/91)   75.928  (m)          249.11   (f) SUPERSEDED  1 2
 FF0524  NGVD 29 (11/26/84)   75.898  (m)          249.01   (f) ADJUSTED    1 2
 FF0524
 FF0524.Superseded values are not recommended for survey control.
 FF0524
 FF0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0524.See file dsdata.pdf to determine how the superseded data were derived.
 FF0524
 FF0524_MARKER: R = RIVET
 FF0524_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FF0524_SP_SET: CULVERT HEADWALL
 FF0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0524+STABILITY: SURFACE MOTION
 FF0524_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0524+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2011
 FF0524
 FF0524  HISTORY     - Date     Condition        Report By
 FF0524  HISTORY     - UNK      MONUMENTED       MPRR
 FF0524  HISTORY     - 1956     GOOD             CGS
 FF0524  HISTORY     - 20030602 GOOD             USACE
 FF0524  HISTORY     - 20090708 GOOD             NGS
 FF0524  HISTORY     - 20110808 GOOD             BAKER
 FF0524  HISTORY     - 20110908 GOOD             BAKER
 FF0524  HISTORY     - 20110929 GOOD             ARHD
 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.
 FF0524
 FF0524                          STATION RECOVERY (2009)
 FF0524
 FF0524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2009 (JBW)
 FF0524'RECOVERED IN GOOD CONDITION.
 FF0524
 FF0524                          STATION RECOVERY (2011)
 FF0524
 FF0524'RECOVERY NOTE BY M BAKER JR INCORPORATED 2011 (CN)
 FF0524'RECOVERED IN GOOD CONDITION.
 FF0524
 FF0524                          STATION RECOVERY (2011)
 FF0524
 FF0524'RECOVERY NOTE BY M BAKER JR INCORPORATED 2011 (TM)
 FF0524'RECOVERED IN GOOD CONDITION.
 FF0524
 FF0524                          STATION RECOVERY (2011)
 FF0524
 FF0524'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (JDH)
 FF0524'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH2239 ***********************************************************************
 EH2239  DESIGNATION -  220.6
 EH2239  PID         -  EH2239
 EH2239  STATE/COUNTY-  AR/LONOKE
 EH2239  COUNTRY     -  US
 EH2239  USGS QUAD   -  CULLER (2017)
 EH2239
 EH2239                         *CURRENT SURVEY CONTROL
 EH2239  ______________________________________________________________________
 EH2239* NAD 83(1986) POSITION- 34 42 56.     (N) 091 45 11.     (W)   SCALED
 EH2239* NAVD 88 ORTHO HEIGHT -    67.099 (meters)      220.14  (feet) POSTED
 EH2239  ______________________________________________________________________
 EH2239  GEOID HEIGHT    -        -26.759 (meters)                     GEOID18
 EH2239  DYNAMIC HEIGHT  -         67.04  (meters)      219.9   (feet) COMP
 EH2239  MODELED GRAVITY -    979,695.1   (mgal)                       NAVD 88
 EH2239
 EH2239  VERT ORDER      -  * POSTED, SEE BELOW
 EH2239
 EH2239.The horizontal coordinates were scaled from a 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
 EH2239.* This is a POSTED BENCH MARK height.
 EH2239
 EH2239.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2239.GEOID18 height accuracy estimate available here.
 EH2239
 EH2239.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU141422(NAD 83)
 EH2239
 EH2239                          SUPERSEDED SURVEY CONTROL
 EH2239
 EH2239  NGVD 29 (11/26/84)   67.112  (m)          220.18   (f) ADJUSTED    2 0
 EH2239
 EH2239.Superseded values are not recommended for survey control.
 EH2239
 EH2239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2239.See file dsdata.pdf to determine how the superseded data were derived.
 EH2239
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0525 ***********************************************************************
 FF0525  DESIGNATION -  221
 FF0525  PID         -  FF0525
 FF0525  STATE/COUNTY-  AR/CROSS
 FF0525  COUNTRY     -  US
 FF0525  USGS QUAD   -  WYNNE (2017)
 FF0525
 FF0525                         *CURRENT SURVEY CONTROL
 FF0525  ______________________________________________________________________
 FF0525* NAD 83(1986) POSITION- 35 10 14.     (N) 090 48 14.     (W)   SCALED
 FF0525* NAVD 88 ORTHO HEIGHT -    75.874 (meters)      248.93  (feet) ADJUSTED
 FF0525  ______________________________________________________________________
 FF0525  GEOID HEIGHT    -        -27.107 (meters)                     GEOID18
 FF0525  DYNAMIC HEIGHT  -         75.805 (meters)      248.70  (feet) COMP
 FF0525  MODELED GRAVITY -    979,727.6   (mgal)                       NAVD 88
 FF0525
 FF0525  VERT ORDER      -  FIRST     CLASS II
 FF0525
 FF0525.The horizontal coordinates were scaled from a map and have
 FF0525.an estimated accuracy of +/- 6 seconds.
 FF0525
 FF0525.The orthometric height was determined by differential leveling and
 FF0525.adjusted by the NATIONAL GEODETIC SURVEY
 FF0525.in April 2013.
 FF0525
 FF0525.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0525.GEOID18 height accuracy estimate available here.
 FF0525
 FF0525.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU999941(NAD 83)
 FF0525
 FF0525                          SUPERSEDED SURVEY CONTROL
 FF0525
 FF0525  NAVD 88 (06/15/91)   75.882  (m)          248.96   (f) SUPERSEDED  1 2
 FF0525  NGVD 29 (11/26/84)   75.852  (m)          248.86   (f) ADJUSTED    1 2
 FF0525
 FF0525.Superseded values are not recommended for survey control.
 FF0525
 FF0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0525.See file dsdata.pdf to determine how the superseded data were derived.
 FF0525
 FF0525_MARKER: R = RIVET
 FF0525_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FF0525_SP_SET: PIPE CULVERT HEADWALL
 FF0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0525+STABILITY: SURFACE MOTION
 FF0525_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0525+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2011
 FF0525
 FF0525  HISTORY     - Date     Condition        Report By
 FF0525  HISTORY     - UNK      MONUMENTED       MPRR
 FF0525  HISTORY     - 1956     GOOD             CGS
 FF0525  HISTORY     - 20030602 GOOD             USACE
 FF0525  HISTORY     - 20110929 GOOD             ARHD
 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.
 FF0525
 FF0525                          STATION RECOVERY (2011)
 FF0525
 FF0525'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (JDH)
 FF0525'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1220 ***********************************************************************
 FF1220  DESIGNATION -  222.00
 FF1220  PID         -  FF1220
 FF1220  STATE/COUNTY-  AR/JACKSON
 FF1220  COUNTRY     -  US
 FF1220  USGS QUAD   -  BRADFORD (2017)
 FF1220
 FF1220                         *CURRENT SURVEY CONTROL
 FF1220  ______________________________________________________________________
 FF1220* NAD 83(1986) POSITION- 35 29 27.     (N) 091 23 49.     (W)   SCALED
 FF1220* NAVD 88 ORTHO HEIGHT -    66.92  (+/-2cm)      219.6   (feet) VERTCON3
 FF1220  ______________________________________________________________________
 FF1220  GEOID HEIGHT    -        -27.310 (meters)                     GEOID18
 FF1220  VERT ORDER      -  ? (See Below)
 FF1220
 FF1220.The horizontal coordinates were scaled from a 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
 FF1220.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1220.GEOID18 height accuracy estimate available here.
 FF1220
 FF1220.The vertical order pertains to the NGVD 29 superseded value.
 FF1220
 FF1220.Click photographs - Photos may exist for this station.
 FF1220
 FF1220;                    North         East    Units  Estimated Accuracy
 FF1220;SPC AR N     -   128,580.      454,720.      MT  (+/- 180 meters Scaled)
 FF1220
 FF1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV454286(NAD 83)
 FF1220
 FF1220                          SUPERSEDED SURVEY CONTROL
 FF1220
 FF1220  NGVD 29 (11/26/84)   66.859  (m)          219.35   (f) ADJUSTED       
 FF1220
 FF1220.Superseded values are not recommended for survey control.
 FF1220
 FF1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1220.See file dsdata.pdf to determine how the superseded data were derived.
 FF1220
 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  HISTORY     - 20140902 MARK NOT FOUND   ARHD
 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.
 FF1220
 FF1220                          STATION RECOVERY (2014)
 FF1220
 FF1220'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (BAB)
 FF1220'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0532 ***********************************************************************
 FF0532  DESIGNATION -  223
 FF0532  PID         -  FF0532
 FF0532  STATE/COUNTY-  AR/CROSS
 FF0532  COUNTRY     -  US
 FF0532  USGS QUAD   -  WYNNE (2017)
 FF0532
 FF0532                         *CURRENT SURVEY CONTROL
 FF0532  ______________________________________________________________________
 FF0532* NAD 83(1986) POSITION- 35 13 05.3    (N) 090 47 38.2    (W)   HD_HELD2
 FF0532* NAVD 88 ORTHO HEIGHT -    76.857 (meters)      252.16  (feet) ADJUSTED
 FF0532  ______________________________________________________________________
 FF0532  GEOID HEIGHT    -        -27.170 (meters)                     GEOID18
 FF0532  DYNAMIC HEIGHT  -         76.788 (meters)      251.93  (feet) COMP
 FF0532  MODELED GRAVITY -    979,734.5   (mgal)                       NAVD 88
 FF0532
 FF0532  VERT ORDER      -  FIRST     CLASS II
 FF0532
 FF0532.The horizontal coordinates were established by autonomous hand held GPS
 FF0532.observations and have an estimated accuracy of +/- 10 meters.
 FF0532
 FF0532.The orthometric height was determined by differential leveling and
 FF0532.adjusted by the NATIONAL GEODETIC SURVEY
 FF0532.in April 2013.
 FF0532
 FF0532.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0532.GEOID18 height accuracy estimate available here.
 FF0532
 FF0532.Click photographs - Photos may exist for this station.
 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     -    98,834.      509,798.      MT  (+/- 10 meters HH2 GPS)
 FF0532
 FF0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU0078799464(NAD 83)
 FF0532
 FF0532                          SUPERSEDED SURVEY CONTROL
 FF0532
 FF0532  NAVD 88 (06/15/91)   76.856  (m)          252.15   (f) SUPERSEDED  1 2
 FF0532  NGVD 29 (11/26/84)   76.824  (m)          252.05   (f) ADJUSTED    1 2
 FF0532
 FF0532.Superseded values are not recommended for survey control.
 FF0532
 FF0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0532.See file dsdata.pdf to determine how the superseded data were derived.
 FF0532
 FF0532_MARKER: R = RIVET
 FF0532_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FF0532_SP_SET: CULVERT HEADWALL
 FF0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0532+STABILITY: SURFACE MOTION
 FF0532_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0532+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2011
 FF0532
 FF0532  HISTORY     - Date     Condition        Report By
 FF0532  HISTORY     - UNK      MONUMENTED       MPRR
 FF0532  HISTORY     - 1956     GOOD             CGS
 FF0532  HISTORY     - 20030602 GOOD             USACE
 FF0532  HISTORY     - 20090708 GOOD             NGS
 FF0532  HISTORY     - 20110908 GOOD             BAKER
 FF0532  HISTORY     - 20110909 GOOD             BAKER
 FF0532  HISTORY     - 20110913 GOOD             ARHD
 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.
 FF0532
 FF0532                          STATION RECOVERY (2009)
 FF0532
 FF0532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2009 (JBW)
 FF0532'RECOVERED IN GOOD CONDITION.
 FF0532
 FF0532                          STATION RECOVERY (2011)
 FF0532
 FF0532'RECOVERY NOTE BY M BAKER JR INCORPORATED 2011 (TM)
 FF0532'RECOVERED IN GOOD CONDITION.
 FF0532
 FF0532                          STATION RECOVERY (2011)
 FF0532
 FF0532'RECOVERY NOTE BY M BAKER JR INCORPORATED 2011 (CN)
 FF0532'RECOVERED IN GOOD CONDITION.
 FF0532
 FF0532                          STATION RECOVERY (2011)
 FF0532
 FF0532'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (JDH)
 FF0532'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1887 ***********************************************************************
 EH1887  DESIGNATION -  224
 EH1887  PID         -  EH1887
 EH1887  STATE/COUNTY-  AR/LONOKE
 EH1887  COUNTRY     -  US
 EH1887  USGS QUAD   -  WATTENSAW (2017)
 EH1887
 EH1887                         *CURRENT SURVEY CONTROL
 EH1887  ______________________________________________________________________
 EH1887* NAD 83(1986) POSITION- 34 58 29.     (N) 091 51 23.     (W)   SCALED
 EH1887* NAVD 88 ORTHO HEIGHT -    68.37  (+/-2cm)      224.3   (feet) VERTCON3
 EH1887  ______________________________________________________________________
 EH1887  GEOID HEIGHT    -        -27.182 (meters)                     GEOID18
 EH1887  VERT ORDER      -  ? (See Below)
 EH1887
 EH1887.The horizontal coordinates were scaled from a 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
 EH1887.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1887.GEOID18 height accuracy estimate available here.
 EH1887
 EH1887.The vertical order pertains to the NGVD 29 superseded value.
 EH1887
 EH1887.Click photographs - Photos may exist for this station.
 EH1887
 EH1887;                    North         East    Units  Estimated Accuracy
 EH1887;SPC AR S     -   656,020.      413,120.      MT  (+/- 180 meters Scaled)
 EH1887
 EH1887_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU043708(NAD 83)
 EH1887
 EH1887                          SUPERSEDED SURVEY CONTROL
 EH1887
 EH1887  NGVD 29 (11/26/84)   68.368  (m)          224.30   (f) ADJUSTED       
 EH1887
 EH1887.Superseded values are not recommended for survey control.
 EH1887
 EH1887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1887.See file dsdata.pdf to determine how the superseded data were derived.
 EH1887
 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       USACE
 EH1887  HISTORY     - 1955     MARK NOT FOUND   CGS
 EH1887
 EH1887                          STATION DESCRIPTION
 EH1887
 EH1887'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2305 ***********************************************************************
 EH2305  DESIGNATION -  224.0
 EH2305  PID         -  EH2305
 EH2305  STATE/COUNTY-  AR/PRAIRIE
 EH2305  COUNTRY     -  US
 EH2305  USGS QUAD   -  PARKERS CORNER (2017)
 EH2305
 EH2305                         *CURRENT SURVEY CONTROL
 EH2305  ______________________________________________________________________
 EH2305* NAD 83(1986) POSITION- 34 39 21.     (N) 091 37 42.     (W)   SCALED
 EH2305* NAVD 88 ORTHO HEIGHT -    68.240 (meters)      223.88  (feet) POSTED
 EH2305  ______________________________________________________________________
 EH2305  GEOID HEIGHT    -        -26.746 (meters)                     GEOID18
 EH2305  DYNAMIC HEIGHT  -         68.18  (meters)      223.7   (feet) COMP
 EH2305  MODELED GRAVITY -    979,687.4   (mgal)                       NAVD 88
 EH2305
 EH2305  VERT ORDER      -  * POSTED, SEE BELOW
 EH2305
 EH2305.The horizontal coordinates were scaled from a 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
 EH2305.* This is a POSTED BENCH MARK height.
 EH2305
 EH2305.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2305.GEOID18 height accuracy estimate available here.
 EH2305
 EH2305.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU256357(NAD 83)
 EH2305
 EH2305                          SUPERSEDED SURVEY CONTROL
 EH2305
 EH2305  NGVD 29 (11/26/84)   68.248  (m)          223.91   (f) ADJUSTED    2 0
 EH2305
 EH2305.Superseded values are not recommended for survey control.
 EH2305
 EH2305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2305.See file dsdata.pdf to determine how the superseded data were derived.
 EH2305
 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 = MARCH 20, 2026 22:17:28 EDT
 DK1107 ***********************************************************************
 DK1107  DESIGNATION -  2250 A CAP
 DK1107  PID         -  DK1107
 DK1107  STATE/COUNTY-  AR/CHICOT
 DK1107  COUNTRY     -  US
 DK1107  USGS QUAD   -  RED LEAF (2017)
 DK1107
 DK1107                         *CURRENT SURVEY CONTROL
 DK1107  ______________________________________________________________________
 DK1107* NAD 83(1986) POSITION- 33 16 57.     (N) 091 10 02.     (W)   SCALED
 DK1107* NAVD 88 ORTHO HEIGHT -    35.68  (+/-2cm)      117.1   (feet) VERTCON3
 DK1107  ______________________________________________________________________
 DK1107  GEOID HEIGHT    -        -26.267 (meters)                     GEOID18
 DK1107  VERT ORDER      -  ? (See Below)
 DK1107
 DK1107.The horizontal coordinates were scaled from a 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
 DK1107.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1107.GEOID18 height accuracy estimate available here.
 DK1107
 DK1107.The vertical order pertains to the NGVD 29 superseded value.
 DK1107
 DK1107.Click photographs - Photos may exist for this station.
 DK1107
 DK1107;                    North         East    Units  Estimated Accuracy
 DK1107;SPC AR S     -   468,620.      477,580.      MT  (+/- 180 meters Scaled)
 DK1107
 DK1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS706841(NAD 83)
 DK1107
 DK1107                          SUPERSEDED SURVEY CONTROL
 DK1107
 DK1107  NGVD 29 (11/26/84)   35.711  (m)          117.16   (f) ADJUSTED       
 DK1107
 DK1107.Superseded values are not recommended for survey control.
 DK1107
 DK1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1107.See file dsdata.pdf to determine how the superseded data were derived.
 DK1107
 DK1107_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1107_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1107_MARK LOGO: USACE
 DK1107_MAGNETIC: P = MARKER IS A STEEL PIPE
 DK1107_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1107
 DK1107  HISTORY     - Date     Condition        Report By
 DK1107  HISTORY     - UNK      MONUMENTED       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0549 ***********************************************************************
 FF0549  DESIGNATION -  228
 FF0549  PID         -  FF0549
 FF0549  STATE/COUNTY-  AR/CROSS
 FF0549  COUNTRY     -  US
 FF0549  USGS QUAD   -  WYNNE (2017)
 FF0549
 FF0549                         *CURRENT SURVEY CONTROL
 FF0549  ______________________________________________________________________
 FF0549* NAD 83(1986) POSITION- 35 13 48.     (N) 090 51 38.     (W)   SCALED
 FF0549* NAVD 88 ORTHO HEIGHT -    70.075 (meters)      229.90  (feet) ADJUSTED
 FF0549  ______________________________________________________________________
 FF0549  GEOID HEIGHT    -        -27.190 (meters)                     GEOID18
 FF0549  DYNAMIC HEIGHT  -         70.012 (meters)      229.70  (feet) COMP
 FF0549  MODELED GRAVITY -    979,735.6   (mgal)                       NAVD 88
 FF0549
 FF0549  VERT ORDER      -  FIRST     CLASS II
 FF0549
 FF0549.The horizontal coordinates were scaled from a map and have
 FF0549.an estimated accuracy of +/- 6 seconds.
 FF0549
 FF0549.The orthometric height was determined by differential leveling and
 FF0549.adjusted by the NATIONAL GEODETIC SURVEY
 FF0549.in April 2013.
 FF0549
 FF0549.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0549.GEOID18 height accuracy estimate available here.
 FF0549
 FF0549.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV946006(NAD 83)
 FF0549
 FF0549                          SUPERSEDED SURVEY CONTROL
 FF0549
 FF0549  NAVD 88 (06/15/91)   70.068  (m)          229.88   (f) SUPERSEDED  1 2
 FF0549  NGVD 29 (11/26/84)   70.036  (m)          229.78   (f) ADJUSTED    1 2
 FF0549
 FF0549.Superseded values are not recommended for survey control.
 FF0549
 FF0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0549.See file dsdata.pdf to determine how the superseded data were derived.
 FF0549
 FF0549_MARKER: R = RIVET
 FF0549_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FF0549_SP_SET: BATTERY BOX 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  HISTORY     - 20110913 GOOD             ARHD
 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.
 FF0549
 FF0549                          STATION RECOVERY (2011)
 FF0549
 FF0549'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (JDH)
 FF0549'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0552 ***********************************************************************
 FF0552  DESIGNATION -  229
 FF0552  PID         -  FF0552
 FF0552  STATE/COUNTY-  AR/CROSS
 FF0552  COUNTRY     -  US
 FF0552  USGS QUAD   -  WYNNE (2017)
 FF0552
 FF0552                         *CURRENT SURVEY CONTROL
 FF0552  ______________________________________________________________________
 FF0552* NAD 83(1986) POSITION- 35 13 51.     (N) 090 52 14.     (W)   SCALED
 FF0552* NAVD 88 ORTHO HEIGHT -    68.203 (meters)      223.76  (feet) ADJUSTED
 FF0552  ______________________________________________________________________
 FF0552  GEOID HEIGHT    -        -27.192 (meters)                     GEOID18
 FF0552  DYNAMIC HEIGHT  -         68.142 (meters)      223.56  (feet) COMP
 FF0552  MODELED GRAVITY -    979,735.9   (mgal)                       NAVD 88
 FF0552
 FF0552  VERT ORDER      -  FIRST     CLASS II
 FF0552
 FF0552.The horizontal coordinates were scaled from a map and have
 FF0552.an estimated accuracy of +/- 6 seconds.
 FF0552
 FF0552.The orthometric height was determined by differential leveling and
 FF0552.adjusted by the NATIONAL GEODETIC SURVEY
 FF0552.in June 1991.
 FF0552
 FF0552.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0552.GEOID18 height accuracy estimate available here.
 FF0552
 FF0552.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV937007(NAD 83)
 FF0552
 FF0552                          SUPERSEDED SURVEY CONTROL
 FF0552
 FF0552  NGVD 29 (11/26/84)   68.171  (m)          223.66   (f) ADJUSTED    1 2
 FF0552
 FF0552.Superseded values are not recommended for survey control.
 FF0552
 FF0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0552.See file dsdata.pdf to determine how the superseded data were derived.
 FF0552
 FF0552_MARKER: R = RIVET
 FF0552_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FF0552_SP_SET: SIGNAL 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  HISTORY     - 20110913 GOOD             ARHD
 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.
 FF0552
 FF0552                          STATION RECOVERY (2011)
 FF0552
 FF0552'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (JDH)
 FF0552'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0959 ***********************************************************************
 FF0959  DESIGNATION -  229.80
 FF0959  PID         -  FF0959
 FF0959  STATE/COUNTY-  AR/JACKSON
 FF0959  COUNTRY     -  US
 FF0959  USGS QUAD   -  NEWPORT (2017)
 FF0959
 FF0959                         *CURRENT SURVEY CONTROL
 FF0959  ______________________________________________________________________
 FF0959* NAD 83(1986) POSITION- 35 36 16.     (N) 091 16 55.     (W)   SCALED
 FF0959* NAVD 88 ORTHO HEIGHT -    69.232 (meters)      227.14  (feet) ADJUSTED
 FF0959  ______________________________________________________________________
 FF0959  GEOID HEIGHT    -        -27.515 (meters)                     GEOID18
 FF0959  DYNAMIC HEIGHT  -         69.172 (meters)      226.94  (feet) COMP
 FF0959  MODELED GRAVITY -    979,771.0   (mgal)                       NAVD 88
 FF0959
 FF0959  VERT ORDER      -  FIRST     CLASS II
 FF0959
 FF0959.The horizontal coordinates were scaled from a map and have
 FF0959.an estimated accuracy of +/- 6 seconds.
 FF0959
 FF0959.The orthometric height was determined by differential leveling and
 FF0959.adjusted by the NATIONAL GEODETIC SURVEY
 FF0959.in June 1991.
 FF0959
 FF0959.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0959.GEOID18 height accuracy estimate available here.
 FF0959
 FF0959.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV556414(NAD 83)
 FF0959
 FF0959                          SUPERSEDED SURVEY CONTROL
 FF0959
 FF0959  NGVD 29 (11/26/84)   69.169  (m)          226.93   (f) ADJUSTED    1 2
 FF0959
 FF0959.Superseded values are not recommended for survey control.
 FF0959
 FF0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0959.See file dsdata.pdf to determine how the superseded data were derived.
 FF0959
 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 = MARCH 20, 2026 22:17:28 EDT
 DP2638 ***********************************************************************
 DP2638  DESIGNATION -  23 RHM RESET
 DP2638  PID         -  DP2638
 DP2638  STATE/COUNTY-  AR/FAULKNER
 DP2638  COUNTRY     -  US
 DP2638  USGS QUAD   -  ENOLA (2017)
 DP2638
 DP2638                         *CURRENT SURVEY CONTROL
 DP2638  ______________________________________________________________________
 DP2638* NAD 83(1986) POSITION- 35 09 51.3    (N) 092 09 54.6    (W)   HD_HELD2
 DP2638* NAVD 88 ORTHO HEIGHT -   101.863 (meters)      334.20  (feet) ADJUSTED
 DP2638  ______________________________________________________________________
 DP2638  GEOID HEIGHT    -        -27.670 (meters)                     GEOID18
 DP2638  DYNAMIC HEIGHT  -        101.768 (meters)      333.88  (feet) COMP
 DP2638  MODELED GRAVITY -    979,702.1   (mgal)                       NAVD 88
 DP2638
 DP2638  VERT ORDER      -  SECOND    CLASS I
 DP2638
 DP2638.The horizontal coordinates were established by autonomous hand held GPS
 DP2638.observations and have an estimated accuracy of +/- 10 meters.
 DP2638
 DP2638.The orthometric height was determined by differential leveling and
 DP2638.adjusted by the NATIONAL GEODETIC SURVEY
 DP2638.in July 2014.
 DP2638
 DP2638.No vertical observational check was made to the station.
 DP2638
 DP2638.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2638.GEOID18 height accuracy estimate available here.
 DP2638
 DP2638.Click photographs - Photos may exist for this station.
 DP2638
 DP2638.The dynamic height is computed by dividing the NAVD 88
 DP2638.geopotential number by the normal gravity value computed on the
 DP2638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2638.degrees latitude (g = 980.6199 gals.).
 DP2638
 DP2638.The modeled gravity was interpolated from observed gravity values.
 DP2638
 DP2638;                    North         East    Units  Estimated Accuracy
 DP2638;SPC AR N     -    92,196.      384,953.      MT  (+/- 10 meters HH2 GPS)
 DP2638
 DP2638_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7602891577(NAD 83)
 DP2638
 DP2638                          SUPERSEDED SURVEY CONTROL
 DP2638
 DP2638.No superseded survey control is available for this station.
 DP2638
 DP2638_MARKER: DV = VERTICAL CONTROL DISK
 DP2638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP2638_STAMPING: 23 RHM RESET 2013
 DP2638_MARK LOGO: ARHD
 DP2638_PROJECTION: FLUSH
 DP2638_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DP2638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP2638+STABILITY: SURFACE MOTION
 DP2638_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2638+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2013
 DP2638
 DP2638  HISTORY     - Date     Condition        Report By
 DP2638  HISTORY     - 20130117 MONUMENTED       ARHD
 DP2638
 DP2638                          STATION DESCRIPTION
 DP2638
 DP2638'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (JDH)
 DP2638'THE STATION IS LOCATED ABOUT 9.7 KM (6.0 MI) NORTH-NORTHEAST OF
 DP2638'VILONIA, 7.9 KM (4.9 MI) SOUTH-SOUTHWEST OF MOUNT VERNON AND 4.9 KM
 DP2638'(3.0 MI) SOUTHEAST OF ENOLA.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DP2638'
 DP2638'TO REACH FROM THE INTERSECTION OF HIGHWAY 36 AND HIGHWAY 107.  GO EAST
 DP2638'ALONG HIGHWAY 36 FOR 3.4 MI (5.5 KM) TO THE STATION ON THE LEFT.
 DP2638'
 DP2638'THE STATION IS 100 FT (30.5 M) NORTHWEST OF THE CENTERLINE OF STATE
 DP2638'HIGHWAY 36, 37.5 FT (11.4 M) SOUTHWEST OF THE CENTER OF A GRAVEL
 DP2638'DRIVEWAY TO OLD HOUSE SITE, 1.2 FT (0.4 M) SOUTHEAST OF A WITNESS POST
 DP2638'AND SET IN THE TOP OF A 12-IN (30 CM) ROUND CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1732 ***********************************************************************
 EH1732  DESIGNATION -  23/24
 EH1732  PID         -  EH1732
 EH1732  STATE/COUNTY-  AR/JEFFERSON
 EH1732  COUNTRY     -  US
 EH1732  USGS QUAD   -  CORNERSTONE (2017)
 EH1732
 EH1732                         *CURRENT SURVEY CONTROL
 EH1732  ______________________________________________________________________
 EH1732* NAD 83(1986) POSITION- 34 11 03.     (N) 091 41 57.     (W)   SCALED
 EH1732* NAVD 88 ORTHO HEIGHT -    58.693 (meters)      192.56  (feet) ADJUSTED
 EH1732  ______________________________________________________________________
 EH1732  GEOID HEIGHT    -        -26.040 (meters)                     GEOID18
 EH1732  DYNAMIC HEIGHT  -         58.636 (meters)      192.37  (feet) COMP
 EH1732  MODELED GRAVITY -    979,661.4   (mgal)                       NAVD 88
 EH1732
 EH1732  VERT ORDER      -  SECOND    CLASS 0
 EH1732
 EH1732.The horizontal coordinates were scaled from a map and have
 EH1732.an estimated accuracy of +/- 6 seconds.
 EH1732
 EH1732.The orthometric height was determined by differential leveling and
 EH1732.adjusted by the NATIONAL GEODETIC SURVEY
 EH1732.in August 1993.
 EH1732
 EH1732.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1732.GEOID18 height accuracy estimate available here.
 EH1732
 EH1732.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT198833(NAD 83)
 EH1732
 EH1732                          SUPERSEDED SURVEY CONTROL
 EH1732
 EH1732  NAVD 88 (06/15/91)   58.719  (m)          192.65   (f) SUPERSEDED  2 0
 EH1732  NGVD 29 (11/26/84)   58.756  (m)          192.77   (f) ADJUSTED    2 0
 EH1732
 EH1732.Superseded values are not recommended for survey control.
 EH1732
 EH1732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1732.See file dsdata.pdf to determine how the superseded data were derived.
 EH1732
 EH1732_MARKER: P = PIPE CAP
 EH1732_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1732_STAMPING: B M 23/24
 EH1732_MARK LOGO: USACE
 EH1732_MAGNETIC: P = MARKER IS A STEEL PIPE
 EH1732_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1732
 EH1732  HISTORY     - Date     Condition        Report By
 EH1732  HISTORY     - UNK      MONUMENTED       USACE
 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 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 = MARCH 20, 2026 22:17:28 EDT
 EH1731 ***********************************************************************
 EH1731  DESIGNATION -  23/24 REF
 EH1731  PID         -  EH1731
 EH1731  STATE/COUNTY-  AR/JEFFERSON
 EH1731  COUNTRY     -  US
 EH1731  USGS QUAD   -  CORNERSTONE (2017)
 EH1731
 EH1731                         *CURRENT SURVEY CONTROL
 EH1731  ______________________________________________________________________
 EH1731* NAD 83(1986) POSITION- 34 11 01.     (N) 091 41 48.     (W)   SCALED
 EH1731* NAVD 88 ORTHO HEIGHT -    58.189 (meters)      190.91  (feet) ADJUSTED
 EH1731  ______________________________________________________________________
 EH1731  GEOID HEIGHT    -        -26.041 (meters)                     GEOID18
 EH1731  DYNAMIC HEIGHT  -         58.132 (meters)      190.72  (feet) COMP
 EH1731  MODELED GRAVITY -    979,661.4   (mgal)                       NAVD 88
 EH1731
 EH1731  VERT ORDER      -  SECOND    CLASS 0
 EH1731
 EH1731.The horizontal coordinates were scaled from a map and have
 EH1731.an estimated accuracy of +/- 6 seconds.
 EH1731
 EH1731.The orthometric height was determined by differential leveling and
 EH1731.adjusted by the NATIONAL GEODETIC SURVEY
 EH1731.in August 1993.
 EH1731
 EH1731.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1731.GEOID18 height accuracy estimate available here.
 EH1731
 EH1731.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT201832(NAD 83)
 EH1731
 EH1731                          SUPERSEDED SURVEY CONTROL
 EH1731
 EH1731  NAVD 88 (06/15/91)   58.215  (m)          190.99   (f) SUPERSEDED  2 0
 EH1731  NGVD 29 (11/26/84)   58.252  (m)          191.12   (f) ADJUSTED    2 0
 EH1731
 EH1731.Superseded values are not recommended for survey control.
 EH1731
 EH1731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1731.See file dsdata.pdf to determine how the superseded data were derived.
 EH1731
 EH1731_MARKER: P = PIPE CAP
 EH1731_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1731_STAMPING: B M REF 23/24
 EH1731_MARK LOGO: USACE
 EH1731_PROJECTION: PROJECTING 20 CENTIMETERS
 EH1731_MAGNETIC: P = MARKER IS A STEEL PIPE
 EH1731_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1731
 EH1731  HISTORY     - Date     Condition        Report By
 EH1731  HISTORY     - UNK      MONUMENTED       USACE
 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'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 RIVETED ON THE TOP OF A 3-INCH IRON PIPE
 EH1731'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 = MARCH 20, 2026 22:17:28 EDT
 DL0413 ***********************************************************************
 DL0413  DESIGNATION -  230 HS
 DL0413  PID         -  DL0413
 DL0413  STATE/COUNTY-  AR/OUACHITA
 DL0413  COUNTRY     -  US
 DL0413  USGS QUAD   -  CHIDESTER (2017)
 DL0413
 DL0413                         *CURRENT SURVEY CONTROL
 DL0413  ______________________________________________________________________
 DL0413* NAD 83(1986) POSITION- 33 42 12.     (N) 093 01 13.     (W)   SCALED
 DL0413* NAVD 88 ORTHO HEIGHT -    70.147 (meters)      230.14  (feet) ADJUSTED
 DL0413  ______________________________________________________________________
 DL0413  GEOID HEIGHT    -        -26.450 (meters)                     GEOID18
 DL0413  DYNAMIC HEIGHT  -         70.075 (meters)      229.90  (feet) COMP
 DL0413  MODELED GRAVITY -    979,610.2   (mgal)                       NAVD 88
 DL0413
 DL0413  VERT ORDER      -  FIRST     CLASS II
 DL0413
 DL0413.The horizontal coordinates were scaled from a map and have
 DL0413.an estimated accuracy of +/- 6 seconds.
 DL0413
 DL0413.The orthometric height was determined by differential leveling and
 DL0413.adjusted by the NATIONAL GEODETIC SURVEY
 DL0413.in June 1991.
 DL0413
 DL0413.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0413.GEOID18 height accuracy estimate available here.
 DL0413
 DL0413.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT981292(NAD 83)
 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
 DL0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0413.See file dsdata.pdf to determine how the superseded data were derived.
 DL0413
 DL0413_MARKER: P = PIPE CAP
 DL0413_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0413_STAMPING: 230 H.S.
 DL0413_MARK LOGO: USGS
 DL0413_MAGNETIC: P = MARKER IS A STEEL PIPE
 DL0413_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0413
 DL0413  HISTORY     - Date     Condition        Report By
 DL0413  HISTORY     - 1900     MONUMENTED       USGS
 DL0413  HISTORY     - 1960     GOOD             CGS
 DL0413  HISTORY     - 1964     GOOD             CGS
 DL0413  HISTORY     - 20160315 MARK NOT FOUND   ARHD
 DL0413
 DL0413                          STATION DESCRIPTION
 DL0413
 DL0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0413'AT CHIDESTER, 9 1/2 RAILS NORTHWEST OF THE POST OFFICE, AT THE CORNER
 DL0413'OF SECTIONS 11, 12, 13, 14, T12S, R19W, 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 COAST AND GEODETIC SURVEY 1964
 DL0413'RECOVERED IN GOOD CONDITION.
 DL0413
 DL0413                          STATION RECOVERY (2016)
 DL0413
 DL0413'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (BAB)
 DL0413'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK1092 ***********************************************************************
 DK1092  DESIGNATION -  2300 A BOLT
 DK1092  PID         -  DK1092
 DK1092  STATE/COUNTY-  AR/CHICOT
 DK1092  COUNTRY     -  US
 DK1092  USGS QUAD   -  RED LEAF (2017)
 DK1092
 DK1092                         *CURRENT SURVEY CONTROL
 DK1092  ______________________________________________________________________
 DK1092* NAD 83(1986) POSITION- 33 20 23.     (N) 091 11 13.     (W)   SCALED
 DK1092* NAVD 88 ORTHO HEIGHT -    37.72  (+/-2cm)      123.8   (feet) VERTCON3
 DK1092  ______________________________________________________________________
 DK1092  GEOID HEIGHT    -        -26.335 (meters)                     GEOID18
 DK1092  VERT ORDER      -  ? (See Below)
 DK1092
 DK1092.The horizontal coordinates were scaled from a 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
 DK1092.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1092.GEOID18 height accuracy estimate available here.
 DK1092
 DK1092.The vertical order pertains to the NGVD 29 superseded value.
 DK1092
 DK1092.Click photographs - Photos may exist for this station.
 DK1092
 DK1092;                    North         East    Units  Estimated Accuracy
 DK1092;SPC AR S     -   474,950.      475,690.      MT  (+/- 180 meters Scaled)
 DK1092
 DK1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS687904(NAD 83)
 DK1092
 DK1092                          SUPERSEDED SURVEY CONTROL
 DK1092
 DK1092  NGVD 29 (11/26/84)   37.744  (m)          123.83   (f) ADJUSTED       
 DK1092
 DK1092.Superseded values are not recommended for survey control.
 DK1092
 DK1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1092.See file dsdata.pdf to determine how the superseded data were derived.
 DK1092
 DK1092_MARKER: B = BOLT
 DK1092_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK1092_SP_SET: UNDERGROUND STONE
 DK1092_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1092
 DK1092  HISTORY     - Date     Condition        Report By
 DK1092  HISTORY     - UNK      MONUMENTED       USACE
 DK1092  HISTORY     - 1934     GOOD             CGS
 DK1092
 DK1092                          STATION DESCRIPTION
 DK1092
 DK1092'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 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 = MARCH 20, 2026 22:17:28 EDT
 DK1093 ***********************************************************************
 DK1093  DESIGNATION -  2300 A CAP
 DK1093  PID         -  DK1093
 DK1093  STATE/COUNTY-  AR/CHICOT
 DK1093  COUNTRY     -  US
 DK1093  USGS QUAD   -  RED LEAF (2017)
 DK1093
 DK1093                         *CURRENT SURVEY CONTROL
 DK1093  ______________________________________________________________________
 DK1093* NAD 83(1986) POSITION- 33 20 23.     (N) 091 11 13.     (W)   SCALED
 DK1093* NAVD 88 ORTHO HEIGHT -    38.93  (+/-2cm)      127.7   (feet) VERTCON3
 DK1093  ______________________________________________________________________
 DK1093  GEOID HEIGHT    -        -26.335 (meters)                     GEOID18
 DK1093  VERT ORDER      -  ? (See Below)
 DK1093
 DK1093.The horizontal coordinates were scaled from a 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
 DK1093.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1093.GEOID18 height accuracy estimate available here.
 DK1093
 DK1093.The vertical order pertains to the NGVD 29 superseded value.
 DK1093
 DK1093.Click photographs - Photos may exist for this station.
 DK1093
 DK1093;                    North         East    Units  Estimated Accuracy
 DK1093;SPC AR S     -   474,950.      475,690.      MT  (+/- 180 meters Scaled)
 DK1093
 DK1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS687904(NAD 83)
 DK1093
 DK1093                          SUPERSEDED SURVEY CONTROL
 DK1093
 DK1093  NGVD 29 (11/26/84)   38.957  (m)          127.81   (f) ADJUSTED       
 DK1093
 DK1093.Superseded values are not recommended for survey control.
 DK1093
 DK1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1093.See file dsdata.pdf to determine how the superseded data were derived.
 DK1093
 DK1093_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1093_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1093_MARK LOGO: USACE
 DK1093_MAGNETIC: P = MARKER IS A STEEL PIPE
 DK1093_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1093
 DK1093  HISTORY     - Date     Condition        Report By
 DK1093  HISTORY     - UNK      MONUMENTED       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 DL0486 ***********************************************************************
 DL0486  DESIGNATION -  234
 DL0486  PID         -  DL0486
 DL0486  STATE/COUNTY-  AR/NEVADA
 DL0486  COUNTRY     -  US
 DL0486  USGS QUAD   -  PRESCOTT EAST (2017)
 DL0486
 DL0486                         *CURRENT SURVEY CONTROL
 DL0486  ______________________________________________________________________
 DL0486* NAD 83(1986) POSITION- 33 51 01.     (N) 093 19 31.     (W)   SCALED
 DL0486* NAVD 88 ORTHO HEIGHT -    71.661 (meters)      235.11  (feet) ADJUSTED
 DL0486  ______________________________________________________________________
 DL0486  GEOID HEIGHT    -        -26.808 (meters)                     GEOID18
 DL0486  DYNAMIC HEIGHT  -         71.588 (meters)      234.87  (feet) COMP
 DL0486  MODELED GRAVITY -    979,617.1   (mgal)                       NAVD 88
 DL0486
 DL0486  VERT ORDER      -  SECOND    CLASS 0
 DL0486
 DL0486.The horizontal coordinates were scaled from a map and have
 DL0486.an estimated accuracy of +/- 6 seconds.
 DL0486
 DL0486.The orthometric height was determined by differential leveling and
 DL0486.adjusted by the NATIONAL GEODETIC SURVEY
 DL0486.in June 1991.
 DL0486
 DL0486.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0486.GEOID18 height accuracy estimate available here.
 DL0486
 DL0486.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT699456(NAD 83)
 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
 DL0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0486.See file dsdata.pdf to determine how the superseded data were derived.
 DL0486
 DL0486_MARKER: P = PIPE CAP
 DL0486_SETTING: 17 = SET INTO TOP OF 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             CGS
 DL0486  HISTORY     - 1963     MARK NOT FOUND   CGS
 DL0486
 DL0486                          STATION DESCRIPTION
 DL0486
 DL0486'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1963
 DL0486'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK1096 ***********************************************************************
 DK1096  DESIGNATION -  2350 A BOLT
 DK1096  PID         -  DK1096
 DK1096  STATE/COUNTY-  AR/CHICOT
 DK1096  COUNTRY     -  US
 DK1096  USGS QUAD   -  RED LEAF (2017)
 DK1096
 DK1096                         *CURRENT SURVEY CONTROL
 DK1096  ______________________________________________________________________
 DK1096* NAD 83(1986) POSITION- 33 19 39.     (N) 091 11 53.     (W)   SCALED
 DK1096* NAVD 88 ORTHO HEIGHT -    36.94  (+/-2cm)      121.2   (feet) VERTCON3
 DK1096  ______________________________________________________________________
 DK1096  GEOID HEIGHT    -        -26.299 (meters)                     GEOID18
 DK1096  VERT ORDER      -  ? (See Below)
 DK1096
 DK1096.The horizontal coordinates were scaled from a 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
 DK1096.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1096.GEOID18 height accuracy estimate available here.
 DK1096
 DK1096.The vertical order pertains to the NGVD 29 superseded value.
 DK1096
 DK1096.Click photographs - Photos may exist for this station.
 DK1096
 DK1096;                    North         East    Units  Estimated Accuracy
 DK1096;SPC AR S     -   473,590.      474,670.      MT  (+/- 180 meters Scaled)
 DK1096
 DK1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS677890(NAD 83)
 DK1096
 DK1096                          SUPERSEDED SURVEY CONTROL
 DK1096
 DK1096  NGVD 29 (11/26/84)   36.958  (m)          121.25   (f) ADJUSTED       
 DK1096
 DK1096.Superseded values are not recommended for survey control.
 DK1096
 DK1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1096.See file dsdata.pdf to determine how the superseded data were derived.
 DK1096
 DK1096_MARKER: B = BOLT
 DK1096_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK1096_SP_SET: UNDERGROUND STONE
 DK1096_PROJECTION: RECESSED 91 CENTIMETERS
 DK1096_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1096
 DK1096  HISTORY     - Date     Condition        Report By
 DK1096  HISTORY     - UNK      MONUMENTED       USACE
 DK1096  HISTORY     - 1934     GOOD             CGS
 DK1096
 DK1096                          STATION DESCRIPTION
 DK1096
 DK1096'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 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 = MARCH 20, 2026 22:17:28 EDT
 DK1097 ***********************************************************************
 DK1097  DESIGNATION -  2350 A CAP
 DK1097  PID         -  DK1097
 DK1097  STATE/COUNTY-  AR/CHICOT
 DK1097  COUNTRY     -  US
 DK1097  USGS QUAD   -  RED LEAF (2017)
 DK1097
 DK1097                         *CURRENT SURVEY CONTROL
 DK1097  ______________________________________________________________________
 DK1097* NAD 83(1986) POSITION- 33 19 39.     (N) 091 11 53.     (W)   SCALED
 DK1097* NAVD 88 ORTHO HEIGHT -    38.15  (+/-2cm)      125.2   (feet) VERTCON3
 DK1097  ______________________________________________________________________
 DK1097  GEOID HEIGHT    -        -26.299 (meters)                     GEOID18
 DK1097  VERT ORDER      -  ? (See Below)
 DK1097
 DK1097.The horizontal coordinates were scaled from a 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
 DK1097.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1097.GEOID18 height accuracy estimate available here.
 DK1097
 DK1097.The vertical order pertains to the NGVD 29 superseded value.
 DK1097
 DK1097.Click photographs - Photos may exist for this station.
 DK1097
 DK1097;                    North         East    Units  Estimated Accuracy
 DK1097;SPC AR S     -   473,590.      474,670.      MT  (+/- 180 meters Scaled)
 DK1097
 DK1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS677890(NAD 83)
 DK1097
 DK1097                          SUPERSEDED SURVEY CONTROL
 DK1097
 DK1097  NGVD 29 (11/26/84)   38.167  (m)          125.22   (f) ADJUSTED       
 DK1097
 DK1097.Superseded values are not recommended for survey control.
 DK1097
 DK1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1097.See file dsdata.pdf to determine how the superseded data were derived.
 DK1097
 DK1097_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1097_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1097_MARK LOGO: USACE
 DK1097_MAGNETIC: P = MARKER IS A STEEL PIPE
 DK1097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1097
 DK1097  HISTORY     - Date     Condition        Report By
 DK1097  HISTORY     - UNK      MONUMENTED       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 DL0503 ***********************************************************************
 DL0503  DESIGNATION -  237
 DL0503  PID         -  DL0503
 DL0503  STATE/COUNTY-  AR/CLARK
 DL0503  COUNTRY     -  US
 DL0503  USGS QUAD   -  GURDON (2017)
 DL0503
 DL0503                         *CURRENT SURVEY CONTROL
 DL0503  ______________________________________________________________________
 DL0503* NAD 83(1986) POSITION- 33 53 27.     (N) 093 12 14.     (W)   SCALED
 DL0503* NAVD 88 ORTHO HEIGHT -    72.776 (meters)      238.77  (feet) ADJUSTED
 DL0503  ______________________________________________________________________
 DL0503  GEOID HEIGHT    -        -26.731 (meters)                     GEOID18
 DL0503  DYNAMIC HEIGHT  -         72.702 (meters)      238.52  (feet) COMP
 DL0503  MODELED GRAVITY -    979,624.8   (mgal)                       NAVD 88
 DL0503
 DL0503  VERT ORDER      -  SECOND    CLASS 0
 DL0503
 DL0503.The horizontal coordinates were scaled from a map and have
 DL0503.an estimated accuracy of +/- 6 seconds.
 DL0503
 DL0503.The orthometric height was determined by differential leveling and
 DL0503.adjusted by the NATIONAL GEODETIC SURVEY
 DL0503.in June 1991.
 DL0503
 DL0503.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0503.GEOID18 height accuracy estimate available here.
 DL0503
 DL0503.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT811500(NAD 83)
 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
 DL0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0503.See file dsdata.pdf to determine how the superseded data were derived.
 DL0503
 DL0503_MARKER: P = PIPE CAP
 DL0503_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0503_STAMPING: 237 HS
 DL0503_MARK LOGO: USGS
 DL0503_MAGNETIC: P = MARKER IS A STEEL PIPE
 DL0503_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0503
 DL0503  HISTORY     - Date     Condition        Report By
 DL0503  HISTORY     - 1899     MONUMENTED       USGS
 DL0503  HISTORY     - 1960     POOR             CGS
 DL0503  HISTORY     - 1963     POOR             CGS
 DL0503  HISTORY     - 20180827 MARK NOT FOUND   ARHD
 DL0503
 DL0503                          STATION DESCRIPTION
 DL0503
 DL0503'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1963
 DL0503'MARK RECOVERED IN POOR CONDITION.
 DL0503
 DL0503                          STATION RECOVERY (2018)
 DL0503
 DL0503'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (BAB)
 DL0503'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH2111 ***********************************************************************
 EH2111  DESIGNATION -  238.8
 EH2111  PID         -  EH2111
 EH2111  STATE/COUNTY-  AR/LONOKE
 EH2111  COUNTRY     -  US
 EH2111  USGS QUAD   -  LONOKE (2017)
 EH2111
 EH2111                         *CURRENT SURVEY CONTROL
 EH2111  ______________________________________________________________________
 EH2111* NAD 83(1986) POSITION- 34 47 09.09   (N) 091 53 59.22   (W)   HD_HELD1
 EH2111* NAVD 88 ORTHO HEIGHT -    72.817 (meters)      238.90  (feet) ADJUSTED
 EH2111  ______________________________________________________________________
 EH2111  GEOID HEIGHT    -        -26.800 (meters)                     GEOID18
 EH2111  DYNAMIC HEIGHT  -         72.749 (meters)      238.68  (feet) COMP
 EH2111  MODELED GRAVITY -    979,703.7   (mgal)                       NAVD 88
 EH2111
 EH2111  VERT ORDER      -  FIRST     CLASS II
 EH2111
 EH2111.The horizontal coordinates were determined by differentially corrected
 EH2111.hand held GPS observations or other comparable positioning techniques
 EH2111.and have an estimated accuracy of +/- 3 meters.
 EH2111
 EH2111.The orthometric height was determined by differential leveling and
 EH2111.adjusted by the NATIONAL GEODETIC SURVEY
 EH2111.in June 1991.
 EH2111
 EH2111.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2111.GEOID18 height accuracy estimate available here.
 EH2111
 EH2111.Click photographs - Photos may exist for this station.
 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     -   635,057.4     409,172.4     MT  (+/- 3 meters HH1 GPS) 
 EH2111
 EH2111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU0065949847(NAD 83)
 EH2111
 EH2111                          SUPERSEDED SURVEY CONTROL
 EH2111
 EH2111  NGVD 29 (11/26/84)   72.831  (m)          238.95   (f) ADJUSTED    1 2
 EH2111
 EH2111.Superseded values are not recommended for survey control.
 EH2111
 EH2111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2111.See file dsdata.pdf to determine how the superseded data were derived.
 EH2111
 EH2111_MARKER: P = PIPE CAP
 EH2111_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH2111_MARK LOGO: USDA
 EH2111_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH2111_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2111+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2015
 EH2111
 EH2111  HISTORY     - Date     Condition        Report By
 EH2111  HISTORY     - UNK      MONUMENTED       USDA
 EH2111  HISTORY     - 1967     GOOD             CGS
 EH2111  HISTORY     - 20040628 GOOD             NRCS
 EH2111  HISTORY     - 20140423 GOOD             ARHD
 EH2111  HISTORY     - 20150309 GOOD             GEOCAC
 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.
 EH2111
 EH2111                          STATION RECOVERY (2014)
 EH2111
 EH2111'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014
 EH2111'RECOVERED IN GOOD CONDITION.
 EH2111
 EH2111                          STATION RECOVERY (2015)
 EH2111
 EH2111'RECOVERY NOTE BY GEOCACHING 2015 (LPC)
 EH2111'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK2869 ***********************************************************************
 DK2869  DESIGNATION -  24
 DK2869  PID         -  DK2869
 DK2869  STATE/COUNTY-  AR/PULASKI
 DK2869  COUNTRY     -  US
 DK2869  USGS QUAD   -  NORTH LITTLE ROCK (2017)
 DK2869
 DK2869                         *CURRENT SURVEY CONTROL
 DK2869  ______________________________________________________________________
 DK2869* NAD 83(1986) POSITION- 34 47 26.     (N) 092 21 26.     (W)   SCALED
 DK2869* NAVD 88 ORTHO HEIGHT -    78.852 (meters)      258.70  (feet) ADJUSTED
 DK2869  ______________________________________________________________________
 DK2869  GEOID HEIGHT    -        -26.823 (meters)                     GEOID18
 DK2869  DYNAMIC HEIGHT  -         78.778 (meters)      258.46  (feet) COMP
 DK2869  MODELED GRAVITY -    979,700.5   (mgal)                       NAVD 88
 DK2869
 DK2869  VERT ORDER      -  FIRST     CLASS II
 DK2869
 DK2869.The horizontal coordinates were scaled from a map and have
 DK2869.an estimated accuracy of +/- 6 seconds.
 DK2869
 DK2869.The orthometric height was determined by differential leveling and
 DK2869.adjusted by the NATIONAL GEODETIC SURVEY
 DK2869.in May 2008.
 DK2869
 DK2869.No vertical observational check was made to the station.
 DK2869
 DK2869.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK2869.GEOID18 height accuracy estimate available here.
 DK2869
 DK2869.Click photographs - Photos may exist for this station.
 DK2869
 DK2869.The dynamic height is computed by dividing the NAVD 88
 DK2869.geopotential number by the normal gravity value computed on the
 DK2869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2869.degrees latitude (g = 980.6199 gals.).
 DK2869
 DK2869.The modeled gravity was interpolated from observed gravity values.
 DK2869
 DK2869;                    North         East    Units  Estimated Accuracy
 DK2869;SPC AR S     -   635,630.      367,310.      MT  (+/- 180 meters Scaled)
 DK2869
 DK2869_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU588500(NAD 83)
 DK2869
 DK2869                          SUPERSEDED SURVEY CONTROL
 DK2869
 DK2869.No superseded survey control is available for this station.
 DK2869
 DK2869_MARKER: R = RIVET
 DK2869_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DK2869_SP_SET: LARGE DAM
 DK2869_STAMPING: 24
 DK2869_MARK LOGO: USACE
 DK2869_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK2869_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DK2869+STABILITY: POSITION/ELEVATION WELL
 DK2869_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2869+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2015
 DK2869
 DK2869  HISTORY     - Date     Condition        Report By
 DK2869  HISTORY     - 19691017 MONUMENTED       USACE
 DK2869  HISTORY     - 20070506 GOOD             ARHD
 DK2869  HISTORY     - 20150902 GOOD             USACEL
 DK2869
 DK2869                          STATION DESCRIPTION
 DK2869
 DK2869'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2007
 DK2869'THE MARK IS LOCATED ABOUT 2.0 MILES NORTHWEST OF LITTLE ROCK ARKANSAS
 DK2869'AT THE MURRAY LOCK AND DAM ON THE ARKANSAS RIVER.OWNERSHIP--US ARMY
 DK2869'CORPS OF ENGINEERS.
 DK2869'
 DK2869'THE STATION IS LOCATED AT THE MURRAY LOCK AND DAM EAST OF A GATE
 DK2869'ENTRANCE TO THE LOCK JUST EAST OF THE OBSERVATION DECK IN A WALKWAY
 DK2869'ALONG THE LOCK.
 DK2869'
 DK2869'4.1 METERS NORTHEAST OF A LIGHT POLE, 2.8 METERS NORTHWEST OF THE
 DK2869'NORTHWEST CORNER OF AN ACCESS DOOR, 1.6 METERS NORTH  OF A HAND RAIL,
 DK2869'AND 1.5 METERS SOUTH OF A HAND RAIL.
 DK2869
 DK2869                          STATION RECOVERY (2015)
 DK2869
 DK2869'RECOVERY NOTE BY USACE LITTLE ROCK 2015 (SCC)
 DK2869'THIS MARK IS AN ALIGNMENT PLUG ON THE UPSTREAM END OF MONOLITH 24 OF
 DK2869'THE LAND WALL OF THE MURRAY LOCK STAMPED -24-.  EXTRA CAUTION SHOULD
 DK2869'BE EXERCISED AS THERE IS A SIMILAR MARK, ABOUT 1 M (3.3 FT) WEST OF
 DK2869'THIS MARK THAT IS STAMPED 11, ON THE DOWNSTREAM END OF MONOLITH 11.
 DK2869'THIS MARK IS INSIDE THE SECURITY FENCE AT MURRAY LOCK AND ACCESS IS
 DK2869'RESTRICTED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH2366 ***********************************************************************
 EH2366  DESIGNATION -  24 W
 EH2366  PID         -  EH2366
 EH2366  STATE/COUNTY-  AR/PRAIRIE
 EH2366  COUNTRY     -  US
 EH2366  USGS QUAD   -  SLOVAK (2017)
 EH2366
 EH2366                         *CURRENT SURVEY CONTROL
 EH2366  ______________________________________________________________________
 EH2366* NAD 83(1986) POSITION- 34 38 54.16   (N) 091 35 02.72   (W)   HD_HELD1
 EH2366* NAVD 88 ORTHO HEIGHT -    66.909 (meters)      219.52  (feet) ADJUSTED
 EH2366  ______________________________________________________________________
 EH2366  GEOID HEIGHT    -        -26.760 (meters)                     GEOID18
 EH2366  DYNAMIC HEIGHT  -         66.845 (meters)      219.31  (feet) COMP
 EH2366  MODELED GRAVITY -    979,686.2   (mgal)                       NAVD 88
 EH2366
 EH2366  VERT ORDER      -  FIRST     CLASS II
 EH2366
 EH2366.The horizontal coordinates were determined by differentially corrected
 EH2366.hand held GPS observations or other comparable positioning techniques
 EH2366.and have an estimated accuracy of +/- 3 meters.
 EH2366
 EH2366.The orthometric height was determined by differential leveling and
 EH2366.adjusted by the NATIONAL GEODETIC SURVEY
 EH2366.in June 1991.
 EH2366
 EH2366.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2366.GEOID18 height accuracy estimate available here.
 EH2366
 EH2366.Click photographs - Photos may exist for this station.
 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     -   619,879.1     438,128.4     MT  (+/- 3 meters HH1 GPS) 
 EH2366
 EH2366_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU2975934962(NAD 83)
 EH2366
 EH2366                          SUPERSEDED SURVEY CONTROL
 EH2366
 EH2366  NGVD 29 (11/26/84)   66.931  (m)          219.59   (f) ADJUSTED    1 2
 EH2366
 EH2366.Superseded values are not recommended for survey control.
 EH2366
 EH2366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2366.See file dsdata.pdf to determine how the superseded data were derived.
 EH2366
 EH2366_MARKER: DD = SURVEY DISK
 EH2366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2366_STAMPING: 24 W 1928 219.649
 EH2366_MARK LOGO: USGS
 EH2366_PROJECTION: PROJECTING 3 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1730 ***********************************************************************
 EH1730  DESIGNATION -  24/25
 EH1730  PID         -  EH1730
 EH1730  STATE/COUNTY-  AR/JEFFERSON
 EH1730  COUNTRY     -  US
 EH1730  USGS QUAD   -  CORNERSTONE (2017)
 EH1730
 EH1730                         *CURRENT SURVEY CONTROL
 EH1730  ______________________________________________________________________
 EH1730* NAD 83(1986) POSITION- 34 10 43.     (N) 091 41 05.     (W)   SCALED
 EH1730* NAVD 88 ORTHO HEIGHT -    57.356 (meters)      188.18  (feet) ADJUSTED
 EH1730  ______________________________________________________________________
 EH1730  GEOID HEIGHT    -        -26.043 (meters)                     GEOID18
 EH1730  DYNAMIC HEIGHT  -         57.300 (meters)      187.99  (feet) COMP
 EH1730  MODELED GRAVITY -    979,661.1   (mgal)                       NAVD 88
 EH1730
 EH1730  VERT ORDER      -  SECOND    CLASS 0
 EH1730
 EH1730.The horizontal coordinates were scaled from a map and have
 EH1730.an estimated accuracy of +/- 6 seconds.
 EH1730
 EH1730.The orthometric height was determined by differential leveling and
 EH1730.adjusted by the NATIONAL GEODETIC SURVEY
 EH1730.in August 1993.
 EH1730
 EH1730.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1730.GEOID18 height accuracy estimate available here.
 EH1730
 EH1730.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT212827(NAD 83)
 EH1730
 EH1730                          SUPERSEDED SURVEY CONTROL
 EH1730
 EH1730  NAVD 88 (06/15/91)   57.383  (m)          188.26   (f) SUPERSEDED  2 0
 EH1730  NGVD 29 (11/26/84)   57.422  (m)          188.39   (f) ADJUSTED    2 0
 EH1730
 EH1730.Superseded values are not recommended for survey control.
 EH1730
 EH1730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1730.See file dsdata.pdf to determine how the superseded data were derived.
 EH1730
 EH1730_MARKER: P = PIPE CAP
 EH1730_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1730_STAMPING: B M 24/25
 EH1730_MARK LOGO: USACE
 EH1730_MAGNETIC: P = MARKER IS A STEEL PIPE
 EH1730_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1730
 EH1730  HISTORY     - Date     Condition        Report By
 EH1730  HISTORY     - UNK      MONUMENTED       USACE
 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 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 = MARCH 20, 2026 22:17:28 EDT
 EH1729 ***********************************************************************
 EH1729  DESIGNATION -  24/25 REF
 EH1729  PID         -  EH1729
 EH1729  STATE/COUNTY-  AR/JEFFERSON
 EH1729  COUNTRY     -  US
 EH1729  USGS QUAD   -  CORNERSTONE (2017)
 EH1729
 EH1729                         *CURRENT SURVEY CONTROL
 EH1729  ______________________________________________________________________
 EH1729* NAD 83(1986) POSITION- 34 10 44.     (N) 091 40 56.     (W)   SCALED
 EH1729* NAVD 88 ORTHO HEIGHT -    57.360 (meters)      188.19  (feet) ADJUSTED
 EH1729  ______________________________________________________________________
 EH1729  GEOID HEIGHT    -        -26.045 (meters)                     GEOID18
 EH1729  DYNAMIC HEIGHT  -         57.304 (meters)      188.00  (feet) COMP
 EH1729  MODELED GRAVITY -    979,661.1   (mgal)                       NAVD 88
 EH1729
 EH1729  VERT ORDER      -  SECOND    CLASS 0
 EH1729
 EH1729.The horizontal coordinates were scaled from a map and have
 EH1729.an estimated accuracy of +/- 6 seconds.
 EH1729
 EH1729.The orthometric height was determined by differential leveling and
 EH1729.adjusted by the NATIONAL GEODETIC SURVEY
 EH1729.in August 1993.
 EH1729
 EH1729.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1729.GEOID18 height accuracy estimate available here.
 EH1729
 EH1729.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT214827(NAD 83)
 EH1729
 EH1729                          SUPERSEDED SURVEY CONTROL
 EH1729
 EH1729  NAVD 88 (06/15/91)   57.388  (m)          188.28   (f) SUPERSEDED  2 0
 EH1729  NGVD 29 (11/26/84)   57.426  (m)          188.41   (f) ADJUSTED    2 0
 EH1729
 EH1729.Superseded values are not recommended for survey control.
 EH1729
 EH1729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1729.See file dsdata.pdf to determine how the superseded data were derived.
 EH1729
 EH1729_MARKER: P = PIPE CAP
 EH1729_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1729_STAMPING: B M REF 24/25
 EH1729_MARK LOGO: USACE
 EH1729_MAGNETIC: P = MARKER IS A STEEL PIPE
 EH1729_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1729
 EH1729  HISTORY     - Date     Condition        Report By
 EH1729  HISTORY     - UNK      MONUMENTED       USACE
 EH1729  HISTORY     - 1940     GOOD             CGS
 EH1729
 EH1729                          STATION DESCRIPTION
 EH1729
 EH1729'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 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 = MARCH 20, 2026 22:17:28 EDT
 DK1098 ***********************************************************************
 DK1098  DESIGNATION -  2400 A BOLT
 DK1098  PID         -  DK1098
 DK1098  STATE/COUNTY-  AR/CHICOT
 DK1098  COUNTRY     -  US
 DK1098  USGS QUAD   -  RED LEAF (2017)
 DK1098
 DK1098                         *CURRENT SURVEY CONTROL
 DK1098  ______________________________________________________________________
 DK1098* NAD 83(1986) POSITION- 33 18 48.     (N) 091 11 45.     (W)   SCALED
 DK1098* NAVD 88 ORTHO HEIGHT -    36.99  (+/-2cm)      121.4   (feet) VERTCON3
 DK1098  ______________________________________________________________________
 DK1098  GEOID HEIGHT    -        -26.276 (meters)                     GEOID18
 DK1098  VERT ORDER      -  ? (See Below)
 DK1098
 DK1098.The horizontal coordinates were scaled from a 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
 DK1098.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1098.GEOID18 height accuracy estimate available here.
 DK1098
 DK1098.The vertical order pertains to the NGVD 29 superseded value.
 DK1098
 DK1098.Click photographs - Photos may exist for this station.
 DK1098
 DK1098;                    North         East    Units  Estimated Accuracy
 DK1098;SPC AR S     -   472,020.      474,880.      MT  (+/- 180 meters Scaled)
 DK1098
 DK1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS679874(NAD 83)
 DK1098
 DK1098                          SUPERSEDED SURVEY CONTROL
 DK1098
 DK1098  NGVD 29 (11/26/84)   37.008  (m)          121.42   (f) ADJUSTED       
 DK1098
 DK1098.Superseded values are not recommended for survey control.
 DK1098
 DK1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1098.See file dsdata.pdf to determine how the superseded data were derived.
 DK1098
 DK1098_MARKER: B = BOLT
 DK1098_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK1098_SP_SET: UNDERGROUND STONE
 DK1098_PROJECTION: RECESSED 91 CENTIMETERS
 DK1098_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1098
 DK1098  HISTORY     - Date     Condition        Report By
 DK1098  HISTORY     - UNK      MONUMENTED       USACE
 DK1098  HISTORY     - 1934     GOOD             CGS
 DK1098
 DK1098                          STATION DESCRIPTION
 DK1098
 DK1098'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 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 = MARCH 20, 2026 22:17:28 EDT
 DK1099 ***********************************************************************
 DK1099  DESIGNATION -  2400 A CAP
 DK1099  PID         -  DK1099
 DK1099  STATE/COUNTY-  AR/CHICOT
 DK1099  COUNTRY     -  US
 DK1099  USGS QUAD   -  RED LEAF (2017)
 DK1099
 DK1099                         *CURRENT SURVEY CONTROL
 DK1099  ______________________________________________________________________
 DK1099* NAD 83(1986) POSITION- 33 18 48.     (N) 091 11 45.     (W)   SCALED
 DK1099* NAVD 88 ORTHO HEIGHT -    38.20  (+/-2cm)      125.3   (feet) VERTCON3
 DK1099  ______________________________________________________________________
 DK1099  GEOID HEIGHT    -        -26.276 (meters)                     GEOID18
 DK1099  VERT ORDER      -  ? (See Below)
 DK1099
 DK1099.The horizontal coordinates were scaled from a 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
 DK1099.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1099.GEOID18 height accuracy estimate available here.
 DK1099
 DK1099.The vertical order pertains to the NGVD 29 superseded value.
 DK1099
 DK1099.Click photographs - Photos may exist for this station.
 DK1099
 DK1099;                    North         East    Units  Estimated Accuracy
 DK1099;SPC AR S     -   472,020.      474,880.      MT  (+/- 180 meters Scaled)
 DK1099
 DK1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS679874(NAD 83)
 DK1099
 DK1099                          SUPERSEDED SURVEY CONTROL
 DK1099
 DK1099  NGVD 29 (11/26/84)   38.218  (m)          125.39   (f) ADJUSTED       
 DK1099
 DK1099.Superseded values are not recommended for survey control.
 DK1099
 DK1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1099.See file dsdata.pdf to determine how the superseded data were derived.
 DK1099
 DK1099_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1099_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1099_MARK LOGO: USACE
 DK1099_MAGNETIC: P = MARKER IS A STEEL PIPE
 DK1099_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1099
 DK1099  HISTORY     - Date     Condition        Report By
 DK1099  HISTORY     - UNK      MONUMENTED       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2109 ***********************************************************************
 EH2109  DESIGNATION -  244.6
 EH2109  PID         -  EH2109
 EH2109  STATE/COUNTY-  AR/LONOKE
 EH2109  COUNTRY     -  US
 EH2109  USGS QUAD   -  LONOKE (2017)
 EH2109
 EH2109                         *CURRENT SURVEY CONTROL
 EH2109  ______________________________________________________________________
 EH2109* NAD 83(1986) POSITION- 34 47 08.     (N) 091 53 59.     (W)   SCALED
 EH2109* NAVD 88 ORTHO HEIGHT -    74.517 (meters)      244.48  (feet) ADJUSTED
 EH2109  ______________________________________________________________________
 EH2109  GEOID HEIGHT    -        -26.799 (meters)                     GEOID18
 EH2109  DYNAMIC HEIGHT  -         74.448 (meters)      244.25  (feet) COMP
 EH2109  MODELED GRAVITY -    979,703.7   (mgal)                       NAVD 88
 EH2109
 EH2109  VERT ORDER      -  FIRST     CLASS II
 EH2109
 EH2109.The horizontal coordinates were scaled from a map and have
 EH2109.an estimated accuracy of +/- 6 seconds.
 EH2109
 EH2109.The orthometric height was determined by differential leveling and
 EH2109.adjusted by the NATIONAL GEODETIC SURVEY
 EH2109.in June 1991.
 EH2109
 EH2109.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2109.GEOID18 height accuracy estimate available here.
 EH2109
 EH2109.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU006498(NAD 83)
 EH2109
 EH2109                          SUPERSEDED SURVEY CONTROL
 EH2109
 EH2109  NGVD 29 (11/26/84)   74.531  (m)          244.52   (f) ADJUSTED    1 2
 EH2109
 EH2109.Superseded values are not recommended for survey control.
 EH2109
 EH2109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2109.See file dsdata.pdf to determine how the superseded data were derived.
 EH2109
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0170 ***********************************************************************
 GE0170  DESIGNATION -  245.8
 GE0170  PID         -  GE0170
 GE0170  STATE/COUNTY-  AR/GREENE
 GE0170  COUNTRY     -  US
 GE0170  USGS QUAD   -  CARDWELL (2017)
 GE0170
 GE0170                         *CURRENT SURVEY CONTROL
 GE0170  ______________________________________________________________________
 GE0170* NAD 83(1986) POSITION- 36 04 26.     (N) 090 22 20.     (W)   SCALED
 GE0170* NAVD 88 ORTHO HEIGHT -    74.816 (meters)      245.46  (feet) ADJUSTED
 GE0170  ______________________________________________________________________
 GE0170  GEOID HEIGHT    -        -28.291 (meters)                     GEOID18
 GE0170  DYNAMIC HEIGHT  -         74.754 (meters)      245.26  (feet) COMP
 GE0170  MODELED GRAVITY -    979,802.0   (mgal)                       NAVD 88
 GE0170
 GE0170  VERT ORDER      -  FIRST     CLASS II
 GE0170
 GE0170.The horizontal coordinates were scaled from a map and have
 GE0170.an estimated accuracy of +/- 6 seconds.
 GE0170
 GE0170.The orthometric height was determined by differential leveling and
 GE0170.adjusted by the NATIONAL GEODETIC SURVEY
 GE0170.in June 1991.
 GE0170
 GE0170.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0170.GEOID18 height accuracy estimate available here.
 GE0170
 GE0170.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV366953(NAD 83)
 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
 GE0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0170.See file dsdata.pdf to determine how the superseded data were derived.
 GE0170
 GE0170_MARKER: P = PIPE CAP
 GE0170_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GE0170_MARK LOGO: USGS
 GE0170_MAGNETIC: P = MARKER IS A STEEL PIPE
 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             CGS
 GE0170  HISTORY     - 20020801 MARK NOT FOUND   USACE
 GE0170
 GE0170                          STATION DESCRIPTION
 GE0170
 GE0170'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DK1100 ***********************************************************************
 DK1100  DESIGNATION -  2450 A BOLT
 DK1100  PID         -  DK1100
 DK1100  STATE/COUNTY-  AR/CHICOT
 DK1100  COUNTRY     -  US
 DK1100  USGS QUAD   -  RED LEAF (2017)
 DK1100
 DK1100                         *CURRENT SURVEY CONTROL
 DK1100  ______________________________________________________________________
 DK1100* NAD 83(1986) POSITION- 33 18 02.     (N) 091 11 13.     (W)   SCALED
 DK1100* NAVD 88 ORTHO HEIGHT -    37.49  (+/-2cm)      123.0   (feet) VERTCON3
 DK1100  ______________________________________________________________________
 DK1100  GEOID HEIGHT    -        -26.266 (meters)                     GEOID18
 DK1100  VERT ORDER      -  ? (See Below)
 DK1100
 DK1100.The horizontal coordinates were scaled from a 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
 DK1100.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1100.GEOID18 height accuracy estimate available here.
 DK1100
 DK1100.The vertical order pertains to the NGVD 29 superseded value.
 DK1100
 DK1100.Click photographs - Photos may exist for this station.
 DK1100
 DK1100;                    North         East    Units  Estimated Accuracy
 DK1100;SPC AR S     -   470,610.      475,720.      MT  (+/- 180 meters Scaled)
 DK1100
 DK1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS688860(NAD 83)
 DK1100
 DK1100                          SUPERSEDED SURVEY CONTROL
 DK1100
 DK1100  NGVD 29 (11/26/84)   37.519  (m)          123.09   (f) ADJUSTED       
 DK1100
 DK1100.Superseded values are not recommended for survey control.
 DK1100
 DK1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1100.See file dsdata.pdf to determine how the superseded data were derived.
 DK1100
 DK1100_MARKER: B = BOLT
 DK1100_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK1100_SP_SET: UNDERGROUND STONE
 DK1100_PROJECTION: RECESSED 91 CENTIMETERS
 DK1100_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1100
 DK1100  HISTORY     - Date     Condition        Report By
 DK1100  HISTORY     - UNK      MONUMENTED       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 DK1101 ***********************************************************************
 DK1101  DESIGNATION -  2450 A CAP
 DK1101  PID         -  DK1101
 DK1101  STATE/COUNTY-  AR/CHICOT
 DK1101  COUNTRY     -  US
 DK1101  USGS QUAD   -  RED LEAF (2017)
 DK1101
 DK1101                         *CURRENT SURVEY CONTROL
 DK1101  ______________________________________________________________________
 DK1101* NAD 83(1986) POSITION- 33 18 02.     (N) 091 11 13.     (W)   SCALED
 DK1101* NAVD 88 ORTHO HEIGHT -    38.71  (+/-2cm)      127.0   (feet) VERTCON3
 DK1101  ______________________________________________________________________
 DK1101  GEOID HEIGHT    -        -26.266 (meters)                     GEOID18
 DK1101  VERT ORDER      -  ? (See Below)
 DK1101
 DK1101.The horizontal coordinates were scaled from a 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
 DK1101.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1101.GEOID18 height accuracy estimate available here.
 DK1101
 DK1101.The vertical order pertains to the NGVD 29 superseded value.
 DK1101
 DK1101.Click photographs - Photos may exist for this station.
 DK1101
 DK1101;                    North         East    Units  Estimated Accuracy
 DK1101;SPC AR S     -   470,610.      475,720.      MT  (+/- 180 meters Scaled)
 DK1101
 DK1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS688860(NAD 83)
 DK1101
 DK1101                          SUPERSEDED SURVEY CONTROL
 DK1101
 DK1101  NGVD 29 (11/26/84)   38.732  (m)          127.07   (f) ADJUSTED       
 DK1101
 DK1101.Superseded values are not recommended for survey control.
 DK1101
 DK1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1101.See file dsdata.pdf to determine how the superseded data were derived.
 DK1101
 DK1101_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1101_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1101_MARK LOGO: USACE
 DK1101_MAGNETIC: P = MARKER IS A STEEL PIPE
 DK1101_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1101
 DK1101  HISTORY     - Date     Condition        Report By
 DK1101  HISTORY     - UNK      MONUMENTED       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1181 ***********************************************************************
 EJ1181  DESIGNATION -  246
 EJ1181  PID         -  EJ1181
 EJ1181  STATE/COUNTY-  AR/CLARK
 EJ1181  COUNTRY     -  US
 EJ1181  USGS QUAD   -  ARKADELPHIA (2017)
 EJ1181
 EJ1181                         *CURRENT SURVEY CONTROL
 EJ1181  ______________________________________________________________________
 EJ1181* NAD 83(1986) POSITION- 34 07 06.     (N) 093 03 04.     (W)   SCALED
 EJ1181* NAVD 88 ORTHO HEIGHT -    75.343 (meters)      247.19  (feet) ADJUSTED
 EJ1181  ______________________________________________________________________
 EJ1181  GEOID HEIGHT    -        -26.792 (meters)                     GEOID18
 EJ1181  DYNAMIC HEIGHT  -         75.268 (meters)      246.94  (feet) COMP
 EJ1181  MODELED GRAVITY -    979,640.7   (mgal)                       NAVD 88
 EJ1181
 EJ1181  VERT ORDER      -  SECOND    CLASS I
 EJ1181
 EJ1181.The horizontal coordinates were scaled from a map and have
 EJ1181.an estimated accuracy of +/- 6 seconds.
 EJ1181
 EJ1181.The orthometric height was determined by differential leveling and
 EJ1181.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1181.in April 2017.
 EJ1181
 EJ1181.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1181.GEOID18 height accuracy estimate available here.
 EJ1181
 EJ1181.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT952752(NAD 83)
 EJ1181
 EJ1181                          SUPERSEDED SURVEY CONTROL
 EJ1181
 EJ1181  NAVD 88 (06/15/91)   75.332  (m)          247.15   (f) SUPERSEDED  2 0
 EJ1181  NGVD 29 (??/??/92)   75.35   (m)          247.2    (f) COMPUTED    2 0
 EJ1181
 EJ1181.Superseded values are not recommended for survey control.
 EJ1181
 EJ1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1181.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1181
 EJ1181_MARKER: DB = BENCH MARK DISK
 EJ1181_SETTING: 66 = SET IN ROCK OUTCROP
 EJ1181_STAMPING: HS 246
 EJ1181_MARK LOGO: USGS
 EJ1181_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EJ1181+STABILITY: POSITION/ELEVATION WELL
 EJ1181_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EJ1181+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2016
 EJ1181
 EJ1181  HISTORY     - Date     Condition        Report By
 EJ1181  HISTORY     - 1899     MONUMENTED       USGS
 EJ1181  HISTORY     - 1960     GOOD             CGS
 EJ1181  HISTORY     - 1964     GOOD             CGS
 EJ1181  HISTORY     - 19980426 GOOD             USPSQD
 EJ1181  HISTORY     - 20081219 GOOD             GEOCAC
 EJ1181  HISTORY     - 20110817 GOOD             BFENG
 EJ1181  HISTORY     - 20150130 GOOD             ARHD
 EJ1181  HISTORY     - 20160614 GOOD             ARHD
 EJ1181
 EJ1181                          STATION DESCRIPTION
 EJ1181
 EJ1181'DESCRIBED BY COAST AND 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 COAST AND 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.
 EJ1181
 EJ1181                          STATION RECOVERY (2008)
 EJ1181
 EJ1181'RECOVERY NOTE BY GEOCACHING 2008 (LPC)
 EJ1181'RECOVERED IN GOOD CONDITION.
 EJ1181
 EJ1181                          STATION RECOVERY (2011)
 EJ1181
 EJ1181'RECOVERY NOTE BY B AND F ENGINEERING 2011 (KDW)
 EJ1181'RECOVERED IN GOOD CONDITION.
 EJ1181
 EJ1181                          STATION RECOVERY (2015)
 EJ1181
 EJ1181'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (WDA)
 EJ1181'RECOVERED IN GOOD CONDITION.
 EJ1181
 EJ1181                          STATION RECOVERY (2016)
 EJ1181
 EJ1181'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 EJ1181'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK0829 ***********************************************************************
 DK0829  DESIGNATION -  2480
 DK0829  PID         -  DK0829
 DK0829  STATE/COUNTY-  AR/DESHA
 DK0829  COUNTRY     -  US
 DK0829  USGS QUAD   -  YANCOPIN (2017)
 DK0829
 DK0829                         *CURRENT SURVEY CONTROL
 DK0829  ______________________________________________________________________
 DK0829* NAD 83(1986) POSITION- 33 56 24.     (N) 091 13 09.     (W)   SCALED
 DK0829* NAVD 88 ORTHO HEIGHT -    52.556 (meters)      172.43  (feet) ADJUSTED
 DK0829  ______________________________________________________________________
 DK0829  GEOID HEIGHT    -        -26.357 (meters)                     GEOID18
 DK0829  DYNAMIC HEIGHT  -         52.504 (meters)      172.26  (feet) COMP
 DK0829  MODELED GRAVITY -    979,638.7   (mgal)                       NAVD 88
 DK0829
 DK0829  VERT ORDER      -  SECOND    CLASS 0
 DK0829
 DK0829.The horizontal coordinates were scaled from a map and have
 DK0829.an estimated accuracy of +/- 6 seconds.
 DK0829
 DK0829.The orthometric height was determined by differential leveling and
 DK0829.adjusted by the NATIONAL GEODETIC SURVEY
 DK0829.in June 1991.
 DK0829
 DK0829.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK0829.GEOID18 height accuracy estimate available here.
 DK0829
 DK0829.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT645569(NAD 83)
 DK0829
 DK0829                          SUPERSEDED SURVEY CONTROL
 DK0829
 DK0829  NGVD 29 (11/26/84)   52.677  (m)          172.82   (f) ADJUSTED    2 0
 DK0829
 DK0829.Superseded values are not recommended for survey control.
 DK0829
 DK0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0829.See file dsdata.pdf to determine how the superseded data were derived.
 DK0829
 DK0829_MARKER: P = PIPE CAP
 DK0829_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK0829_STAMPING: STA. 2480
 DK0829_MARK LOGO: USACE
 DK0829_MAGNETIC: P = MARKER IS A STEEL PIPE
 DK0829_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0829
 DK0829  HISTORY     - Date     Condition        Report By
 DK0829  HISTORY     - UNK      MONUMENTED       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0139 ***********************************************************************
 FG0139  DESIGNATION -  25 RHM
 FG0139  PID         -  FG0139
 FG0139  STATE/COUNTY-  AR/FAULKNER
 FG0139  COUNTRY     -  US
 FG0139  USGS QUAD   -  ENOLA (2017)
 FG0139
 FG0139                         *CURRENT SURVEY CONTROL
 FG0139  ______________________________________________________________________
 FG0139* NAD 83(1986) POSITION- 35 11 30.     (N) 092 08 59.     (W)   SCALED
 FG0139* NAVD 88 ORTHO HEIGHT -   111.195 (meters)      364.81  (feet) ADJUSTED
 FG0139  ______________________________________________________________________
 FG0139  GEOID HEIGHT    -        -27.669 (meters)                     GEOID18
 FG0139  DYNAMIC HEIGHT  -        111.092 (meters)      364.47  (feet) COMP
 FG0139  MODELED GRAVITY -    979,704.4   (mgal)                       NAVD 88
 FG0139
 FG0139  VERT ORDER      -  SECOND    CLASS I
 FG0139
 FG0139.The horizontal coordinates were scaled from a map and have
 FG0139.an estimated accuracy of +/- 6 seconds.
 FG0139
 FG0139.The orthometric height was determined by differential leveling and
 FG0139.adjusted by the NATIONAL GEODETIC SURVEY
 FG0139.in July 2014.
 FG0139
 FG0139.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0139.GEOID18 height accuracy estimate available here.
 FG0139
 FG0139.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU774946(NAD 83)
 FG0139
 FG0139                          SUPERSEDED SURVEY CONTROL
 FG0139
 FG0139  NAVD 88 (06/15/91)  111.219  (m)          364.89   (f) SUPERSEDED  2 0
 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
 FG0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0139.See file dsdata.pdf to determine how the superseded data were derived.
 FG0139
 FG0139_MARKER: DB = BENCH MARK DISK
 FG0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0139_STAMPING: 25 RHM 1960
 FG0139_MARK LOGO: USGS
 FG0139_PROJECTION: PROJECTING 10 CENTIMETERS
 FG0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0139+STABILITY: SURFACE MOTION
 FG0139_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG0139+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2011
 FG0139
 FG0139  HISTORY     - Date     Condition        Report By
 FG0139  HISTORY     - 1960     MONUMENTED       USGS
 FG0139  HISTORY     - 1962     GOOD             CGS
 FG0139  HISTORY     - 1989     GOOD             USPSQD
 FG0139  HISTORY     - 20100106 GOOD             NGS
 FG0139  HISTORY     - 20110130 GOOD             ARHD
 FG0139
 FG0139                          STATION DESCRIPTION
 FG0139
 FG0139'DESCRIBED BY COAST AND 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.
 FG0139
 FG0139                          STATION RECOVERY (2010)
 FG0139
 FG0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2010 (JBW)
 FG0139'RECOVERED IN GOOD CONDITION.
 FG0139
 FG0139                          STATION RECOVERY (2011)
 FG0139
 FG0139'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (JDH)
 FG0139'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH2371 ***********************************************************************
 EH2371  DESIGNATION -  25 W
 EH2371  PID         -  EH2371
 EH2371  STATE/COUNTY-  AR/PRAIRIE
 EH2371  COUNTRY     -  US
 EH2371  USGS QUAD   -  SLOVAK (2017)
 EH2371
 EH2371                         *CURRENT SURVEY CONTROL
 EH2371  ______________________________________________________________________
 EH2371* NAD 83(1986) POSITION- 34 41 05.56   (N) 091 35 29.73   (W)   HD_HELD1
 EH2371* NAVD 88 ORTHO HEIGHT -    64.638 (meters)      212.07  (feet) ADJUSTED
 EH2371  ______________________________________________________________________
 EH2371  GEOID HEIGHT    -        -26.807 (meters)                     GEOID18
 EH2371  DYNAMIC HEIGHT  -         64.577 (meters)      211.87  (feet) COMP
 EH2371  MODELED GRAVITY -    979,688.2   (mgal)                       NAVD 88
 EH2371
 EH2371  VERT ORDER      -  FIRST     CLASS II
 EH2371
 EH2371.The horizontal coordinates were determined by differentially corrected
 EH2371.hand held GPS observations or other comparable positioning techniques
 EH2371.and have an estimated accuracy of +/- 3 meters.
 EH2371
 EH2371.The orthometric height was determined by differential leveling and
 EH2371.adjusted by the NATIONAL GEODETIC SURVEY
 EH2371.in June 1991.
 EH2371
 EH2371.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2371.GEOID18 height accuracy estimate available here.
 EH2371
 EH2371.Click photographs - Photos may exist for this station.
 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     -   623,925.3     437,424.5     MT  (+/- 3 meters HH1 GPS) 
 EH2371
 EH2371_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU2901439000(NAD 83)
 EH2371
 EH2371                          SUPERSEDED SURVEY CONTROL
 EH2371
 EH2371  NGVD 29 (11/26/84)   64.659  (m)          212.14   (f) ADJUSTED    1 2
 EH2371
 EH2371.Superseded values are not recommended for survey control.
 EH2371
 EH2371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2371.See file dsdata.pdf to determine how the superseded data were derived.
 EH2371
 EH2371_MARKER: DD = SURVEY DISK
 EH2371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2371_STAMPING: 25 W 1928 212
 EH2371_MARK LOGO: USGS
 EH2371_PROJECTION: PROJECTING 3 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1727 ***********************************************************************
 EH1727  DESIGNATION -  25/26
 EH1727  PID         -  EH1727
 EH1727  STATE/COUNTY-  AR/JEFFERSON
 EH1727  COUNTRY     -  US
 EH1727  USGS QUAD   -  CORNERSTONE (2017)
 EH1727
 EH1727                         *CURRENT SURVEY CONTROL
 EH1727  ______________________________________________________________________
 EH1727* NAD 83(1986) POSITION- 34 10 26.     (N) 091 40 08.     (W)   SCALED
 EH1727* NAVD 88 ORTHO HEIGHT -    57.360 (meters)      188.19  (feet) ADJUSTED
 EH1727  ______________________________________________________________________
 EH1727  GEOID HEIGHT    -        -26.048 (meters)                     GEOID18
 EH1727  DYNAMIC HEIGHT  -         57.304 (meters)      188.00  (feet) COMP
 EH1727  MODELED GRAVITY -    979,660.8   (mgal)                       NAVD 88
 EH1727
 EH1727  VERT ORDER      -  SECOND    CLASS 0
 EH1727
 EH1727.The horizontal coordinates were scaled from a map and have
 EH1727.an estimated accuracy of +/- 6 seconds.
 EH1727
 EH1727.The orthometric height was determined by differential leveling and
 EH1727.adjusted by the NATIONAL GEODETIC SURVEY
 EH1727.in August 1993.
 EH1727
 EH1727.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1727.GEOID18 height accuracy estimate available here.
 EH1727
 EH1727.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT226822(NAD 83)
 EH1727
 EH1727                          SUPERSEDED SURVEY CONTROL
 EH1727
 EH1727  NAVD 88 (06/15/91)   57.389  (m)          188.28   (f) SUPERSEDED  2 0
 EH1727  NGVD 29 (11/26/84)   57.427  (m)          188.41   (f) ADJUSTED    2 0
 EH1727
 EH1727.Superseded values are not recommended for survey control.
 EH1727
 EH1727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1727.See file dsdata.pdf to determine how the superseded data were derived.
 EH1727
 EH1727_MARKER: P = PIPE CAP
 EH1727_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1727_STAMPING: BM 25/26
 EH1727_MARK LOGO: USACE
 EH1727_MAGNETIC: P = MARKER IS A STEEL PIPE
 EH1727_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1727
 EH1727  HISTORY     - Date     Condition        Report By
 EH1727  HISTORY     - UNK      MONUMENTED       USACE
 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 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 = MARCH 20, 2026 22:17:28 EDT
 DK1106 ***********************************************************************
 DK1106  DESIGNATION -  2550 A BOLT
 DK1106  PID         -  DK1106
 DK1106  STATE/COUNTY-  AR/CHICOT
 DK1106  COUNTRY     -  US
 DK1106  USGS QUAD   -  RED LEAF (2017)
 DK1106
 DK1106                         *CURRENT SURVEY CONTROL
 DK1106  ______________________________________________________________________
 DK1106* NAD 83(1986) POSITION- 33 16 57.     (N) 091 10 02.     (W)   SCALED
 DK1106* NAVD 88 ORTHO HEIGHT -    34.47  (+/-2cm)      113.1   (feet) VERTCON3
 DK1106  ______________________________________________________________________
 DK1106  GEOID HEIGHT    -        -26.267 (meters)                     GEOID18
 DK1106  VERT ORDER      -  ? (See Below)
 DK1106
 DK1106.The horizontal coordinates were scaled from a 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
 DK1106.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1106.GEOID18 height accuracy estimate available here.
 DK1106
 DK1106.The vertical order pertains to the NGVD 29 superseded value.
 DK1106
 DK1106.Click photographs - Photos may exist for this station.
 DK1106
 DK1106;                    North         East    Units  Estimated Accuracy
 DK1106;SPC AR S     -   468,620.      477,580.      MT  (+/- 180 meters Scaled)
 DK1106
 DK1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS706841(NAD 83)
 DK1106
 DK1106                          SUPERSEDED SURVEY CONTROL
 DK1106
 DK1106  NGVD 29 (11/26/84)   34.502  (m)          113.20   (f) ADJUSTED       
 DK1106
 DK1106.Superseded values are not recommended for survey control.
 DK1106
 DK1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1106.See file dsdata.pdf to determine how the superseded data were derived.
 DK1106
 DK1106_MARKER: B = BOLT
 DK1106_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK1106_SP_SET: UNDERGROUND STONE
 DK1106_PROJECTION: RECESSED 91 CENTIMETERS
 DK1106_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1106
 DK1106  HISTORY     - Date     Condition        Report By
 DK1106  HISTORY     - UNK      MONUMENTED       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1343 ***********************************************************************
 FF1343  DESIGNATION -  26 BLS
 FF1343  PID         -  FF1343
 FF1343  STATE/COUNTY-  AR/WHITE
 FF1343  COUNTRY     -  US
 FF1343  USGS QUAD   -  VELVET RIDGE (2017)
 FF1343
 FF1343                         *CURRENT SURVEY CONTROL
 FF1343  ______________________________________________________________________
 FF1343* NAD 83(1986) POSITION- 35 23 26.     (N) 091 33 33.     (W)   SCALED
 FF1343* NAVD 88 ORTHO HEIGHT -   176.068 (meters)      577.65  (feet) ADJUSTED
 FF1343  ______________________________________________________________________
 FF1343  GEOID HEIGHT    -        -27.250 (meters)                     GEOID18
 FF1343  DYNAMIC HEIGHT  -        175.909 (meters)      577.13  (feet) COMP
 FF1343  MODELED GRAVITY -    979,729.2   (mgal)                       NAVD 88
 FF1343
 FF1343  VERT ORDER      -  SECOND    CLASS 0
 FF1343
 FF1343.The horizontal coordinates were scaled from a map and have
 FF1343.an estimated accuracy of +/- 6 seconds.
 FF1343
 FF1343.The orthometric height was determined by differential leveling and
 FF1343.adjusted by the NATIONAL GEODETIC SURVEY
 FF1343.in June 1991.
 FF1343
 FF1343.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1343.GEOID18 height accuracy estimate available here.
 FF1343
 FF1343.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV308173(NAD 83)
 FF1343
 FF1343                          SUPERSEDED SURVEY CONTROL
 FF1343
 FF1343  NGVD 29 (11/26/84)  176.014  (m)          577.47   (f) ADJUSTED    2 0
 FF1343
 FF1343.Superseded values are not recommended for survey control.
 FF1343
 FF1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1343.See file dsdata.pdf to determine how the superseded data were derived.
 FF1343
 FF1343_MARKER: DD = SURVEY DISK
 FF1343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1343_STAMPING: 26 BLS 1960
 FF1343_MARK LOGO: USGS
 FF1343_PROJECTION: PROJECTING 5 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0140 ***********************************************************************
 FG0140  DESIGNATION -  26 RHM
 FG0140  PID         -  FG0140
 FG0140  STATE/COUNTY-  AR/FAULKNER
 FG0140  COUNTRY     -  US
 FG0140  USGS QUAD   -  ENOLA (2017)
 FG0140
 FG0140                         *CURRENT SURVEY CONTROL
 FG0140  ______________________________________________________________________
 FG0140* NAD 83(1986) POSITION- 35 12 19.     (N) 092 08 40.     (W)   SCALED
 FG0140* NAVD 88 ORTHO HEIGHT -   114.001 (meters)      374.02  (feet) ADJUSTED
 FG0140  ______________________________________________________________________
 FG0140  GEOID HEIGHT    -        -27.667 (meters)                     GEOID18
 FG0140  DYNAMIC HEIGHT  -        113.895 (meters)      373.67  (feet) COMP
 FG0140  MODELED GRAVITY -    979,704.3   (mgal)                       NAVD 88
 FG0140
 FG0140  VERT ORDER      -  SECOND    CLASS I
 FG0140
 FG0140.The horizontal coordinates were scaled from a map and have
 FG0140.an estimated accuracy of +/- 6 seconds.
 FG0140
 FG0140.The orthometric height was determined by differential leveling and
 FG0140.adjusted by the NATIONAL GEODETIC SURVEY
 FG0140.in July 2014.
 FG0140
 FG0140.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0140.GEOID18 height accuracy estimate available here.
 FG0140
 FG0140.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU778961(NAD 83)
 FG0140
 FG0140                          SUPERSEDED SURVEY CONTROL
 FG0140
 FG0140  NAVD 88 (06/15/91)  113.998  (m)          374.01   (f) SUPERSEDED  2 0
 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
 FG0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0140.See file dsdata.pdf to determine how the superseded data were derived.
 FG0140
 FG0140_MARKER: DB = BENCH MARK DISK
 FG0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0140_STAMPING: 26 RHM 1960
 FG0140_MARK LOGO: USGS
 FG0140_PROJECTION: PROJECTING 15 CENTIMETERS
 FG0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0140+STABILITY: SURFACE MOTION
 FG0140_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FG0140+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2011
 FG0140
 FG0140  HISTORY     - Date     Condition        Report By
 FG0140  HISTORY     - 1960     MONUMENTED       USGS
 FG0140  HISTORY     - 1962     GOOD             CGS
 FG0140  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 FG0140  HISTORY     - 20110130 GOOD             ARHD
 FG0140
 FG0140                          STATION DESCRIPTION
 FG0140
 FG0140'DESCRIBED BY COAST AND 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.
 FG0140
 FG0140                          STATION RECOVERY (2011)
 FG0140
 FG0140'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (JDH)
 FG0140'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH2374 ***********************************************************************
 EH2374  DESIGNATION -  26 W
 EH2374  PID         -  EH2374
 EH2374  STATE/COUNTY-  AR/PRAIRIE
 EH2374  COUNTRY     -  US
 EH2374  USGS QUAD   -  SLOVAK (2017)
 EH2374
 EH2374                         *CURRENT SURVEY CONTROL
 EH2374  ______________________________________________________________________
 EH2374* NAD 83(1986) POSITION- 34 42 50.23   (N) 091 35 26.68   (W)   HD_HELD1
 EH2374* NAVD 88 ORTHO HEIGHT -    64.658 (meters)      212.13  (feet) ADJUSTED
 EH2374  ______________________________________________________________________
 EH2374  GEOID HEIGHT    -        -26.847 (meters)                     GEOID18
 EH2374  DYNAMIC HEIGHT  -         64.597 (meters)      211.93  (feet) COMP
 EH2374  MODELED GRAVITY -    979,689.6   (mgal)                       NAVD 88
 EH2374
 EH2374  VERT ORDER      -  FIRST     CLASS II
 EH2374
 EH2374.The horizontal coordinates were determined by differentially corrected
 EH2374.hand held GPS observations or other comparable positioning techniques
 EH2374.and have an estimated accuracy of +/- 3 meters.
 EH2374
 EH2374.The orthometric height was determined by differential leveling and
 EH2374.adjusted by the NATIONAL GEODETIC SURVEY
 EH2374.in June 1991.
 EH2374
 EH2374.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2374.GEOID18 height accuracy estimate available here.
 EH2374
 EH2374.Click photographs - Photos may exist for this station.
 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     -   627,151.0     437,489.2     MT  (+/- 3 meters HH1 GPS) 
 EH2374
 EH2374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU2904742226(NAD 83)
 EH2374
 EH2374                          SUPERSEDED SURVEY CONTROL
 EH2374
 EH2374  NGVD 29 (11/26/84)   64.677  (m)          212.19   (f) ADJUSTED    1 2
 EH2374
 EH2374.Superseded values are not recommended for survey control.
 EH2374
 EH2374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2374.See file dsdata.pdf to determine how the superseded data were derived.
 EH2374
 EH2374_MARKER: DD = SURVEY DISK
 EH2374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2374_STAMPING: 26 W 1928 212
 EH2374_MARK LOGO: USGS
 EH2374_PROJECTION: PROJECTING 3 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0166 ***********************************************************************
 GE0166  DESIGNATION -  260
 GE0166  PID         -  GE0166
 GE0166  STATE/COUNTY-  AR/GREENE
 GE0166  COUNTRY     -  US
 GE0166  USGS QUAD   -  PARAGOULD EAST (2017)
 GE0166
 GE0166                         *CURRENT SURVEY CONTROL
 GE0166  ______________________________________________________________________
 GE0166* NAD 83(1986) POSITION- 36 04 08.     (N) 090 25 19.     (W)   SCALED
 GE0166* NAVD 88 ORTHO HEIGHT -    79.309 (meters)      260.20  (feet) ADJUSTED
 GE0166  ______________________________________________________________________
 GE0166  GEOID HEIGHT    -        -28.270 (meters)                     GEOID18
 GE0166  DYNAMIC HEIGHT  -         79.243 (meters)      259.98  (feet) COMP
 GE0166  MODELED GRAVITY -    979,799.7   (mgal)                       NAVD 88
 GE0166
 GE0166  VERT ORDER      -  FIRST     CLASS II
 GE0166
 GE0166.The horizontal coordinates were scaled from a map and have
 GE0166.an estimated accuracy of +/- 6 seconds.
 GE0166
 GE0166.The orthometric height was determined by differential leveling and
 GE0166.adjusted by the NATIONAL GEODETIC SURVEY
 GE0166.in June 1991.
 GE0166
 GE0166.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0166.GEOID18 height accuracy estimate available here.
 GE0166
 GE0166.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV321946(NAD 83)
 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
 GE0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0166.See file dsdata.pdf to determine how the superseded data were derived.
 GE0166
 GE0166_MARKER: P = PIPE CAP
 GE0166_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GE0166_MARK LOGO: USGS
 GE0166_MAGNETIC: P = MARKER IS A STEEL PIPE
 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  CGS
 GE0166  HISTORY     - 20020731 MARK NOT FOUND   USACE
 GE0166
 GE0166                          STATION DESCRIPTION
 GE0166
 GE0166'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DK1109 ***********************************************************************
 DK1109  DESIGNATION -  2600 A BOLT
 DK1109  PID         -  DK1109
 DK1109  STATE/COUNTY-  AR/CHICOT
 DK1109  COUNTRY     -  US
 DK1109  USGS QUAD   -  RED LEAF (2017)
 DK1109
 DK1109                         *CURRENT SURVEY CONTROL
 DK1109  ______________________________________________________________________
 DK1109* NAD 83(1986) POSITION- 33 16 13.     (N) 091 09 29.     (W)   SCALED
 DK1109* NAVD 88 ORTHO HEIGHT -    36.64  (+/-2cm)      120.2   (feet) VERTCON3
 DK1109  ______________________________________________________________________
 DK1109  GEOID HEIGHT    -        -26.263 (meters)                     GEOID18
 DK1109  VERT ORDER      -  ? (See Below)
 DK1109
 DK1109.The horizontal coordinates were scaled from a 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
 DK1109.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1109.GEOID18 height accuracy estimate available here.
 DK1109
 DK1109.The vertical order pertains to the NGVD 29 superseded value.
 DK1109
 DK1109.Click photographs - Photos may exist for this station.
 DK1109
 DK1109;                    North         East    Units  Estimated Accuracy
 DK1109;SPC AR S     -   467,270.      478,440.      MT  (+/- 180 meters Scaled)
 DK1109
 DK1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS715827(NAD 83)
 DK1109
 DK1109                          SUPERSEDED SURVEY CONTROL
 DK1109
 DK1109  NGVD 29 (11/26/84)   36.681  (m)          120.34   (f) ADJUSTED       
 DK1109
 DK1109.Superseded values are not recommended for survey control.
 DK1109
 DK1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1109.See file dsdata.pdf to determine how the superseded data were derived.
 DK1109
 DK1109_MARKER: B = BOLT
 DK1109_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK1109_SP_SET: UNDERGROUND STONE
 DK1109_PROJECTION: RECESSED 91 CENTIMETERS
 DK1109_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1109
 DK1109  HISTORY     - Date     Condition        Report By
 DK1109  HISTORY     - UNK      MONUMENTED       USACE
 DK1109  HISTORY     - 1934     GOOD             CGS
 DK1109
 DK1109                          STATION DESCRIPTION
 DK1109
 DK1109'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 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 = MARCH 20, 2026 22:17:28 EDT
 DK1110 ***********************************************************************
 DK1110  DESIGNATION -  2600 A CAP
 DK1110  PID         -  DK1110
 DK1110  STATE/COUNTY-  AR/CHICOT
 DK1110  COUNTRY     -  US
 DK1110  USGS QUAD   -  RED LEAF (2017)
 DK1110
 DK1110                         *CURRENT SURVEY CONTROL
 DK1110  ______________________________________________________________________
 DK1110* NAD 83(1986) POSITION- 33 16 13.     (N) 091 09 29.     (W)   SCALED
 DK1110* NAVD 88 ORTHO HEIGHT -    37.85  (+/-2cm)      124.2   (feet) VERTCON3
 DK1110  ______________________________________________________________________
 DK1110  GEOID HEIGHT    -        -26.263 (meters)                     GEOID18
 DK1110  VERT ORDER      -  ? (See Below)
 DK1110
 DK1110.The horizontal coordinates were scaled from a 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
 DK1110.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1110.GEOID18 height accuracy estimate available here.
 DK1110
 DK1110.The vertical order pertains to the NGVD 29 superseded value.
 DK1110
 DK1110.Click photographs - Photos may exist for this station.
 DK1110
 DK1110;                    North         East    Units  Estimated Accuracy
 DK1110;SPC AR S     -   467,270.      478,440.      MT  (+/- 180 meters Scaled)
 DK1110
 DK1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS715827(NAD 83)
 DK1110
 DK1110                          SUPERSEDED SURVEY CONTROL
 DK1110
 DK1110  NGVD 29 (11/26/84)   37.892  (m)          124.32   (f) ADJUSTED       
 DK1110
 DK1110.Superseded values are not recommended for survey control.
 DK1110
 DK1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1110.See file dsdata.pdf to determine how the superseded data were derived.
 DK1110
 DK1110_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1110_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1110_MARK LOGO: USACE
 DK1110_MAGNETIC: P = MARKER IS A STEEL PIPE
 DK1110_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1110
 DK1110  HISTORY     - Date     Condition        Report By
 DK1110  HISTORY     - UNK      MONUMENTED       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0294 ***********************************************************************
 GE0294  DESIGNATION -  269.9
 GE0294  PID         -  GE0294
 GE0294  STATE/COUNTY-  AR/LAWRENCE
 GE0294  COUNTRY     -  US
 GE0294  USGS QUAD   -  WALNUT RIDGE (2017)
 GE0294
 GE0294                         *CURRENT SURVEY CONTROL
 GE0294  ______________________________________________________________________
 GE0294* NAD 83(1986) POSITION- 36 04 11.     (N) 090 57 27.     (W)   SCALED
 GE0294* NAVD 88 ORTHO HEIGHT -    82.345 (meters)      270.16  (feet) ADJUSTED
 GE0294  ______________________________________________________________________
 GE0294  GEOID HEIGHT    -        -28.061 (meters)                     GEOID18
 GE0294  DYNAMIC HEIGHT  -         82.277 (meters)      269.94  (feet) COMP
 GE0294  MODELED GRAVITY -    979,808.6   (mgal)                       NAVD 88
 GE0294
 GE0294  VERT ORDER      -  FIRST     CLASS II
 GE0294
 GE0294.The horizontal coordinates were scaled from a map and have
 GE0294.an estimated accuracy of +/- 6 seconds.
 GE0294
 GE0294.The orthometric height was determined by differential leveling and
 GE0294.adjusted by the NATIONAL GEODETIC SURVEY
 GE0294.in June 1991.
 GE0294
 GE0294.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0294.GEOID18 height accuracy estimate available here.
 GE0294
 GE0294.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV839936(NAD 83)
 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
 GE0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0294.See file dsdata.pdf to determine how the superseded data were derived.
 GE0294
 GE0294_MARKER: P = PIPE CAP
 GE0294_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GE0294_MARK LOGO: USACE
 GE0294_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0294_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GE0294+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2011
 GE0294
 GE0294  HISTORY     - Date     Condition        Report By
 GE0294  HISTORY     - UNK      MONUMENTED       USACE
 GE0294  HISTORY     - 1943     GOOD             CGS
 GE0294  HISTORY     - 20020913 GOOD             USACE
 GE0294  HISTORY     - 20110620 GOOD             INDIV
 GE0294
 GE0294                          STATION DESCRIPTION
 GE0294
 GE0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 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.
 GE0294
 GE0294                          STATION RECOVERY (2011)
 GE0294
 GE0294'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JLH)
 GE0294'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH2378 ***********************************************************************
 EH2378  DESIGNATION -  27 W
 EH2378  PID         -  EH2378
 EH2378  STATE/COUNTY-  AR/PRAIRIE
 EH2378  COUNTRY     -  US
 EH2378  USGS QUAD   -  SLOVAK (2017)
 EH2378
 EH2378                         *CURRENT SURVEY CONTROL
 EH2378  ______________________________________________________________________
 EH2378* NAD 83(1986) POSITION- 34 44 43.51   (N) 091 35 23.89   (W)   HD_HELD1
 EH2378* NAVD 88 ORTHO HEIGHT -    68.109 (meters)      223.45  (feet) ADJUSTED
 EH2378  ______________________________________________________________________
 EH2378  GEOID HEIGHT    -        -26.892 (meters)                     GEOID18
 EH2378  DYNAMIC HEIGHT  -         68.045 (meters)      223.24  (feet) COMP
 EH2378  MODELED GRAVITY -    979,691.1   (mgal)                       NAVD 88
 EH2378
 EH2378  VERT ORDER      -  FIRST     CLASS II
 EH2378
 EH2378.The horizontal coordinates were determined by differentially corrected
 EH2378.hand held GPS observations or other comparable positioning techniques
 EH2378.and have an estimated accuracy of +/- 3 meters.
 EH2378
 EH2378.The orthometric height was determined by differential leveling and
 EH2378.adjusted by the NATIONAL GEODETIC SURVEY
 EH2378.in June 1991.
 EH2378
 EH2378.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2378.GEOID18 height accuracy estimate available here.
 EH2378
 EH2378.Click photographs - Photos may exist for this station.
 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     -   630,642.0     437,546.2     MT  (+/- 3 meters HH1 GPS) 
 EH2378
 EH2378_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU2906945716(NAD 83)
 EH2378
 EH2378                          SUPERSEDED SURVEY CONTROL
 EH2378
 EH2378  NGVD 29 (11/26/84)   68.126  (m)          223.51   (f) ADJUSTED    1 2
 EH2378
 EH2378.Superseded values are not recommended for survey control.
 EH2378
 EH2378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2378.See file dsdata.pdf to determine how the superseded data were derived.
 EH2378
 EH2378_MARKER: DD = SURVEY DISK
 EH2378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2378_STAMPING: 27 W 1928 224
 EH2378_MARK LOGO: USGS
 EH2378_PROJECTION: FLUSH
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1725 ***********************************************************************
 EH1725  DESIGNATION -  27/28
 EH1725  PID         -  EH1725
 EH1725  STATE/COUNTY-  AR/JEFFERSON
 EH1725  COUNTRY     -  US
 EH1725  USGS QUAD   -  CORNERSTONE (2017)
 EH1725
 EH1725                         *CURRENT SURVEY CONTROL
 EH1725  ______________________________________________________________________
 EH1725* NAD 83(1986) POSITION- 34 10 30.     (N) 091 38 17.     (W)   SCALED
 EH1725* NAVD 88 ORTHO HEIGHT -    56.733 (meters)      186.13  (feet) ADJUSTED
 EH1725  ______________________________________________________________________
 EH1725  GEOID HEIGHT    -        -26.067 (meters)                     GEOID18
 EH1725  DYNAMIC HEIGHT  -         56.678 (meters)      185.95  (feet) COMP
 EH1725  MODELED GRAVITY -    979,660.7   (mgal)                       NAVD 88
 EH1725
 EH1725  VERT ORDER      -  SECOND    CLASS 0
 EH1725
 EH1725.The horizontal coordinates were scaled from a map and have
 EH1725.an estimated accuracy of +/- 6 seconds.
 EH1725
 EH1725.The orthometric height was determined by differential leveling and
 EH1725.adjusted by the NATIONAL GEODETIC SURVEY
 EH1725.in August 1993.
 EH1725
 EH1725.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1725.GEOID18 height accuracy estimate available here.
 EH1725
 EH1725.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT255823(NAD 83)
 EH1725
 EH1725                          SUPERSEDED SURVEY CONTROL
 EH1725
 EH1725  NAVD 88 (06/15/91)   56.765  (m)          186.24   (f) SUPERSEDED  2 0
 EH1725  NGVD 29 (11/26/84)   56.804  (m)          186.36   (f) ADJUSTED    2 0
 EH1725
 EH1725.Superseded values are not recommended for survey control.
 EH1725
 EH1725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1725.See file dsdata.pdf to determine how the superseded data were derived.
 EH1725
 EH1725_MARKER: P = PIPE CAP
 EH1725_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1725_STAMPING: B M 27/28
 EH1725_MARK LOGO: USACE
 EH1725_MAGNETIC: P = MARKER IS A STEEL PIPE
 EH1725_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1725
 EH1725  HISTORY     - Date     Condition        Report By
 EH1725  HISTORY     - UNK      MONUMENTED       USACE
 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 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 = MARCH 20, 2026 22:17:28 EDT
 DL0344 ***********************************************************************
 DL0344  DESIGNATION -  270
 DL0344  PID         -  DL0344
 DL0344  STATE/COUNTY-  AR/CALHOUN
 DL0344  COUNTRY     -  US
 DL0344  USGS QUAD   -  BEARDEN (2017)
 DL0344
 DL0344                         *CURRENT SURVEY CONTROL
 DL0344  ______________________________________________________________________
 DL0344* NAD 83(1986) POSITION- 33 44 49.     (N) 092 34 00.     (W)   SCALED
 DL0344* NAVD 88 ORTHO HEIGHT -    82.783 (meters)      271.60  (feet) ADJUSTED
 DL0344  ______________________________________________________________________
 DL0344  GEOID HEIGHT    -        -26.132 (meters)                     GEOID18
 DL0344  DYNAMIC HEIGHT  -         82.699 (meters)      271.32  (feet) COMP
 DL0344  MODELED GRAVITY -    979,613.8   (mgal)                       NAVD 88
 DL0344
 DL0344  VERT ORDER      -  SECOND    CLASS I
 DL0344
 DL0344.The horizontal coordinates were scaled from a map and have
 DL0344.an estimated accuracy of +/- 6 seconds.
 DL0344
 DL0344.The orthometric height was determined by differential leveling and
 DL0344.adjusted by the NATIONAL GEODETIC SURVEY
 DL0344.in September 2023.
 DL0344
 DL0344.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0344.GEOID18 height accuracy estimate available here.
 DL0344
 DL0344.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT401341(NAD 83)
 DL0344
 DL0344                          SUPERSEDED SURVEY CONTROL
 DL0344
 DL0344  NAVD 88 (06/15/91)   82.784  (m)          271.60   (f) SUPERSEDED  2 0
 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
 DL0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0344.See file dsdata.pdf to determine how the superseded data were derived.
 DL0344
 DL0344_MARKER: P = PIPE CAP
 DL0344_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0344_STAMPING: 271.860 H.S.
 DL0344_MARK LOGO: USGS
 DL0344_MAGNETIC: P = MARKER IS A STEEL PIPE
 DL0344_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0344
 DL0344  HISTORY     - Date     Condition        Report By
 DL0344  HISTORY     - 1900     MONUMENTED       USGS
 DL0344  HISTORY     - 1932     GOOD             CGS
 DL0344
 DL0344                          STATION DESCRIPTION
 DL0344
 DL0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0286 ***********************************************************************
 GE0286  DESIGNATION -  270.6
 GE0286  PID         -  GE0286
 GE0286  STATE/COUNTY-  AR/RANDOLPH
 GE0286  COUNTRY     -  US
 GE0286  USGS QUAD   -  POCAHONTAS (2017)
 GE0286
 GE0286                         *CURRENT SURVEY CONTROL
 GE0286  ______________________________________________________________________
 GE0286* NAD 83(1986) POSITION- 36 15 34.     (N) 090 58 02.     (W)   SCALED
 GE0286* NAVD 88 ORTHO HEIGHT -    82.538 (meters)      270.79  (feet) ADJUSTED
 GE0286  ______________________________________________________________________
 GE0286  GEOID HEIGHT    -        -28.303 (meters)                     GEOID18
 GE0286  DYNAMIC HEIGHT  -         82.470 (meters)      270.57  (feet) COMP
 GE0286  MODELED GRAVITY -    979,819.7   (mgal)                       NAVD 88
 GE0286
 GE0286  VERT ORDER      -  FIRST     CLASS II
 GE0286
 GE0286.The horizontal coordinates were scaled from a map and have
 GE0286.an estimated accuracy of +/- 6 seconds.
 GE0286
 GE0286.The orthometric height was determined by differential leveling and
 GE0286.adjusted by the NATIONAL GEODETIC SURVEY
 GE0286.in June 1991.
 GE0286
 GE0286.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0286.GEOID18 height accuracy estimate available here.
 GE0286
 GE0286.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA826146(NAD 83)
 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
 GE0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0286.See file dsdata.pdf to determine how the superseded data were derived.
 GE0286
 GE0286_MARKER: DD = SURVEY DISK
 GE0286_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GE0286_SP_SET: PIER
 GE0286_STAMPING: 270.6
 GE0286_MARK LOGO: USACE
 GE0286_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE0286
 GE0286  HISTORY     - Date     Condition        Report By
 GE0286  HISTORY     - UNK      MONUMENTED       USACE
 GE0286  HISTORY     - 1934     GOOD             CGS
 GE0286  HISTORY     - 20020912 MARK NOT FOUND   USACE
 GE0286
 GE0286                          STATION DESCRIPTION
 GE0286
 GE0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 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 = MARCH 20, 2026 22:17:28 EDT
 DK1115 ***********************************************************************
 DK1115  DESIGNATION -  2700 A BOLT
 DK1115  PID         -  DK1115
 DK1115  STATE/COUNTY-  AR/CHICOT
 DK1115  COUNTRY     -  US
 DK1115  USGS QUAD   -  EMINENCE (2017)
 DK1115
 DK1115                         *CURRENT SURVEY CONTROL
 DK1115  ______________________________________________________________________
 DK1115* NAD 83(1986) POSITION- 33 14 43.     (N) 091 09 04.     (W)   SCALED
 DK1115* NAVD 88 ORTHO HEIGHT -    36.35  (+/-2cm)      119.3   (feet) VERTCON3
 DK1115  ______________________________________________________________________
 DK1115  GEOID HEIGHT    -        -26.237 (meters)                     GEOID18
 DK1115  VERT ORDER      -  ? (See Below)
 DK1115
 DK1115.The horizontal coordinates were scaled from a 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
 DK1115.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1115.GEOID18 height accuracy estimate available here.
 DK1115
 DK1115.The vertical order pertains to the NGVD 29 superseded value.
 DK1115
 DK1115.Click photographs - Photos may exist for this station.
 DK1115
 DK1115;                    North         East    Units  Estimated Accuracy
 DK1115;SPC AR S     -   464,500.      479,110.      MT  (+/- 180 meters Scaled)
 DK1115
 DK1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS722800(NAD 83)
 DK1115
 DK1115                          SUPERSEDED SURVEY CONTROL
 DK1115
 DK1115  NGVD 29 (11/26/84)   36.393  (m)          119.40   (f) ADJUSTED       
 DK1115
 DK1115.Superseded values are not recommended for survey control.
 DK1115
 DK1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1115.See file dsdata.pdf to determine how the superseded data were derived.
 DK1115
 DK1115_MARKER: B = BOLT
 DK1115_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK1115_SP_SET: UNDERGROUND STONE
 DK1115_PROJECTION: RECESSED 91 CENTIMETERS
 DK1115_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1115
 DK1115  HISTORY     - Date     Condition        Report By
 DK1115  HISTORY     - UNK      MONUMENTED       USACE
 DK1115  HISTORY     - 1934     GOOD             CGS
 DK1115
 DK1115                          STATION DESCRIPTION
 DK1115
 DK1115'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 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 = MARCH 20, 2026 22:17:28 EDT
 DK1116 ***********************************************************************
 DK1116  DESIGNATION -  2700 A CAP
 DK1116  PID         -  DK1116
 DK1116  STATE/COUNTY-  AR/CHICOT
 DK1116  COUNTRY     -  US
 DK1116  USGS QUAD   -  EMINENCE (2017)
 DK1116
 DK1116                         *CURRENT SURVEY CONTROL
 DK1116  ______________________________________________________________________
 DK1116* NAD 83(1986) POSITION- 33 14 42.     (N) 091 09 04.     (W)   SCALED
 DK1116* NAVD 88 ORTHO HEIGHT -    37.56  (+/-2cm)      123.2   (feet) VERTCON3
 DK1116  ______________________________________________________________________
 DK1116  GEOID HEIGHT    -        -26.237 (meters)                     GEOID18
 DK1116  VERT ORDER      -  ? (See Below)
 DK1116
 DK1116.The horizontal coordinates were scaled from a 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
 DK1116.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1116.GEOID18 height accuracy estimate available here.
 DK1116
 DK1116.The vertical order pertains to the NGVD 29 superseded value.
 DK1116
 DK1116.Click photographs - Photos may exist for this station.
 DK1116
 DK1116;                    North         East    Units  Estimated Accuracy
 DK1116;SPC AR S     -   464,470.      479,110.      MT  (+/- 180 meters Scaled)
 DK1116
 DK1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS722799(NAD 83)
 DK1116
 DK1116                          SUPERSEDED SURVEY CONTROL
 DK1116
 DK1116  NGVD 29 (11/26/84)   37.605  (m)          123.38   (f) ADJUSTED       
 DK1116
 DK1116.Superseded values are not recommended for survey control.
 DK1116
 DK1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1116.See file dsdata.pdf to determine how the superseded data were derived.
 DK1116
 DK1116_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1116_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1116_MARK LOGO: USACE
 DK1116_MAGNETIC: P = MARKER IS A STEEL PIPE
 DK1116_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1116
 DK1116  HISTORY     - Date     Condition        Report By
 DK1116  HISTORY     - UNK      MONUMENTED       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0891 ***********************************************************************
 FG0891  DESIGNATION -  272.0
 FG0891  PID         -  FG0891
 FG0891  STATE/COUNTY-  AR/JOHNSON
 FG0891  COUNTRY     -  US
 FG0891  USGS QUAD   -  TREAT (2017)
 FG0891
 FG0891                         *CURRENT SURVEY CONTROL
 FG0891  ______________________________________________________________________
 FG0891* NAD 83(1986) POSITION- 35 31 12.     (N) 093 13 23.     (W)   SCALED
 FG0891* NAVD 88 ORTHO HEIGHT -   221.732 (meters)      727.47  (feet) ADJUSTED
 FG0891  ______________________________________________________________________
 FG0891  GEOID HEIGHT    -        -28.791 (meters)                     GEOID18
 FG0891  DYNAMIC HEIGHT  -        221.519 (meters)      726.77  (feet) COMP
 FG0891  MODELED GRAVITY -    979,667.0   (mgal)                       NAVD 88
 FG0891
 FG0891  VERT ORDER      -  SECOND    CLASS 0
 FG0891
 FG0891.The horizontal coordinates were scaled from a map and have
 FG0891.an estimated accuracy of +/- 6 seconds.
 FG0891
 FG0891.The orthometric height was determined by differential leveling and
 FG0891.adjusted by the NATIONAL GEODETIC SURVEY
 FG0891.in June 1991.
 FG0891
 FG0891.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0891.GEOID18 height accuracy estimate available here.
 FG0891
 FG0891.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV797307(NAD 83)
 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
 FG0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0891.See file dsdata.pdf to determine how the superseded data were derived.
 FG0891
 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             CGS
 FG0891
 FG0891                          STATION DESCRIPTION
 FG0891
 FG0891'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DK1117 ***********************************************************************
 DK1117  DESIGNATION -  2750 A BOLT
 DK1117  PID         -  DK1117
 DK1117  STATE/COUNTY-  AR/CHICOT
 DK1117  COUNTRY     -  US
 DK1117  USGS QUAD   -  EMINENCE (2017)
 DK1117
 DK1117                         *CURRENT SURVEY CONTROL
 DK1117  ______________________________________________________________________
 DK1117* NAD 83(1986) POSITION- 33 13 56.     (N) 091 08 29.     (W)   SCALED
 DK1117* NAVD 88 ORTHO HEIGHT -    35.62  (+/-2cm)      116.9   (feet) VERTCON3
 DK1117  ______________________________________________________________________
 DK1117  GEOID HEIGHT    -        -26.238 (meters)                     GEOID18
 DK1117  VERT ORDER      -  ? (See Below)
 DK1117
 DK1117.The horizontal coordinates were scaled from a 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
 DK1117.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1117.GEOID18 height accuracy estimate available here.
 DK1117
 DK1117.The vertical order pertains to the NGVD 29 superseded value.
 DK1117
 DK1117.Click photographs - Photos may exist for this station.
 DK1117
 DK1117;                    North         East    Units  Estimated Accuracy
 DK1117;SPC AR S     -   463,060.      480,030.      MT  (+/- 180 meters Scaled)
 DK1117
 DK1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS731785(NAD 83)
 DK1117
 DK1117                          SUPERSEDED SURVEY CONTROL
 DK1117
 DK1117  NGVD 29 (11/26/84)   35.665  (m)          117.01   (f) ADJUSTED       
 DK1117
 DK1117.Superseded values are not recommended for survey control.
 DK1117
 DK1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1117.See file dsdata.pdf to determine how the superseded data were derived.
 DK1117
 DK1117_MARKER: B = BOLT
 DK1117_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK1117_SP_SET: UNDERGROUND STONE
 DK1117_PROJECTION: RECESSED 91 CENTIMETERS
 DK1117_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1117
 DK1117  HISTORY     - Date     Condition        Report By
 DK1117  HISTORY     - UNK      MONUMENTED       USACE
 DK1117  HISTORY     - 1934     GOOD             CGS
 DK1117
 DK1117                          STATION DESCRIPTION
 DK1117
 DK1117'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 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 = MARCH 20, 2026 22:17:28 EDT
 DK1118 ***********************************************************************
 DK1118  DESIGNATION -  2750 A CAP
 DK1118  PID         -  DK1118
 DK1118  STATE/COUNTY-  AR/CHICOT
 DK1118  COUNTRY     -  US
 DK1118  USGS QUAD   -  EMINENCE (2017)
 DK1118
 DK1118                         *CURRENT SURVEY CONTROL
 DK1118  ______________________________________________________________________
 DK1118* NAD 83(1986) POSITION- 33 13 55.     (N) 091 08 30.     (W)   SCALED
 DK1118* NAVD 88 ORTHO HEIGHT -    36.83  (+/-2cm)      120.8   (feet) VERTCON3
 DK1118  ______________________________________________________________________
 DK1118  GEOID HEIGHT    -        -26.237 (meters)                     GEOID18
 DK1118  VERT ORDER      -  ? (See Below)
 DK1118
 DK1118.The horizontal coordinates were scaled from a 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
 DK1118.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1118.GEOID18 height accuracy estimate available here.
 DK1118
 DK1118.The vertical order pertains to the NGVD 29 superseded value.
 DK1118
 DK1118.Click photographs - Photos may exist for this station.
 DK1118
 DK1118;                    North         East    Units  Estimated Accuracy
 DK1118;SPC AR S     -   463,030.      480,000.      MT  (+/- 180 meters Scaled)
 DK1118
 DK1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS731785(NAD 83)
 DK1118
 DK1118                          SUPERSEDED SURVEY CONTROL
 DK1118
 DK1118  NGVD 29 (11/26/84)   36.878  (m)          120.99   (f) ADJUSTED       
 DK1118
 DK1118.Superseded values are not recommended for survey control.
 DK1118
 DK1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1118.See file dsdata.pdf to determine how the superseded data were derived.
 DK1118
 DK1118_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1118_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1118_MARK LOGO: USACE
 DK1118_MAGNETIC: P = MARKER IS A STEEL PIPE
 DK1118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1118
 DK1118  HISTORY     - Date     Condition        Report By
 DK1118  HISTORY     - UNK      MONUMENTED       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1348 ***********************************************************************
 FF1348  DESIGNATION -  28 BLS
 FF1348  PID         -  FF1348
 FF1348  STATE/COUNTY-  AR/WHITE
 FF1348  COUNTRY     -  US
 FF1348  USGS QUAD   -  VELVET RIDGE (2017)
 FF1348
 FF1348                         *CURRENT SURVEY CONTROL
 FF1348  ______________________________________________________________________
 FF1348* NAD 83(1986) POSITION- 35 24 45.     (N) 091 34 34.     (W)   SCALED
 FF1348* NAVD 88 ORTHO HEIGHT -   194.742 (meters)      638.92  (feet) ADJUSTED
 FF1348  ______________________________________________________________________
 FF1348  GEOID HEIGHT    -        -27.248 (meters)                     GEOID18
 FF1348  DYNAMIC HEIGHT  -        194.567 (meters)      638.34  (feet) COMP
 FF1348  MODELED GRAVITY -    979,731.4   (mgal)                       NAVD 88
 FF1348
 FF1348  VERT ORDER      -  SECOND    CLASS 0
 FF1348
 FF1348.The horizontal coordinates were scaled from a map and have
 FF1348.an estimated accuracy of +/- 6 seconds.
 FF1348
 FF1348.The orthometric height was determined by differential leveling and
 FF1348.adjusted by the NATIONAL GEODETIC SURVEY
 FF1348.in June 1991.
 FF1348
 FF1348.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1348.GEOID18 height accuracy estimate available here.
 FF1348
 FF1348.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV292197(NAD 83)
 FF1348
 FF1348                          SUPERSEDED SURVEY CONTROL
 FF1348
 FF1348  NGVD 29 (11/26/84)  194.687  (m)          638.74   (f) ADJUSTED    2 0
 FF1348
 FF1348.Superseded values are not recommended for survey control.
 FF1348
 FF1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1348.See file dsdata.pdf to determine how the superseded data were derived.
 FF1348
 FF1348_MARKER: DD = SURVEY DISK
 FF1348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1348_STAMPING: 28 BLS 1960
 FF1348_MARK LOGO: USGS
 FF1348_PROJECTION: PROJECTING 15 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH0776 ***********************************************************************
 EH0776  DESIGNATION -  28 DRL
 EH0776  PID         -  EH0776
 EH0776  STATE/COUNTY-  AR/DESHA
 EH0776  COUNTRY     -  US
 EH0776  USGS QUAD   -  LACONIA (2017)
 EH0776
 EH0776                         *CURRENT SURVEY CONTROL
 EH0776  ______________________________________________________________________
 EH0776* NAD 83(1986) POSITION- 34 01 22.     (N) 090 59 50.     (W)   SCALED
 EH0776* NAVD 88 ORTHO HEIGHT -    54.356 (meters)      178.33  (feet) ADJUSTED
 EH0776  ______________________________________________________________________
 EH0776  GEOID HEIGHT    -        -26.534 (meters)                     GEOID18
 EH0776  DYNAMIC HEIGHT  -         54.302 (meters)      178.16  (feet) COMP
 EH0776  MODELED GRAVITY -    979,639.3   (mgal)                       NAVD 88
 EH0776
 EH0776  VERT ORDER      -  FIRST     CLASS II
 EH0776
 EH0776.The horizontal coordinates were scaled from a map and have
 EH0776.an estimated accuracy of +/- 6 seconds.
 EH0776
 EH0776.The orthometric height was determined by differential leveling and
 EH0776.adjusted by the NATIONAL GEODETIC SURVEY
 EH0776.in June 1991.
 EH0776
 EH0776.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0776.GEOID18 height accuracy estimate available here.
 EH0776
 EH0776.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT849664(NAD 83)
 EH0776
 EH0776                          SUPERSEDED SURVEY CONTROL
 EH0776
 EH0776  NGVD 29 (11/26/84)   54.400  (m)          178.48   (f) ADJUSTED    1 2
 EH0776
 EH0776.Superseded values are not recommended for survey control.
 EH0776
 EH0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0776.See file dsdata.pdf to determine how the superseded data were derived.
 EH0776
 EH0776_MARKER: DD = SURVEY DISK
 EH0776_SETTING: 7 = 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 = MARCH 20, 2026 22:17:28 EDT
 FG0143 ***********************************************************************
 FG0143  DESIGNATION -  28 RHM
 FG0143  PID         -  FG0143
 FG0143  STATE/COUNTY-  AR/FAULKNER
 FG0143  COUNTRY     -  US
 FG0143  USGS QUAD   -  MOUNT VERNON (2017)
 FG0143
 FG0143                         *CURRENT SURVEY CONTROL
 FG0143  ______________________________________________________________________
 FG0143* NAD 83(1986) POSITION- 35 13 32.     (N) 092 07 27.     (W)   SCALED
 FG0143* NAVD 88 ORTHO HEIGHT -   132.353 (meters)      434.23  (feet) ADJUSTED
 FG0143  ______________________________________________________________________
 FG0143  GEOID HEIGHT    -        -27.642 (meters)                     GEOID18
 FG0143  DYNAMIC HEIGHT  -        132.230 (meters)      433.82  (feet) COMP
 FG0143  MODELED GRAVITY -    979,705.0   (mgal)                       NAVD 88
 FG0143
 FG0143  VERT ORDER      -  SECOND    CLASS 0
 FG0143
 FG0143.The horizontal coordinates were scaled from a map and have
 FG0143.an estimated accuracy of +/- 6 seconds.
 FG0143
 FG0143.The orthometric height was determined by differential leveling and
 FG0143.adjusted by the NATIONAL GEODETIC SURVEY
 FG0143.in June 1991.
 FG0143
 FG0143.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0143.GEOID18 height accuracy estimate available here.
 FG0143
 FG0143.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU797984(NAD 83)
 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
 FG0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0143.See file dsdata.pdf to determine how the superseded data were derived.
 FG0143
 FG0143_MARKER: DB = BENCH MARK DISK
 FG0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0143_STAMPING: 28 RHM 1960
 FG0143_MARK LOGO: USGS
 FG0143_PROJECTION: PROJECTING 10 CENTIMETERS
 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             CGS
 FG0143  HISTORY     - 1989     GOOD             USPSQD
 FG0143
 FG0143                          STATION DESCRIPTION
 FG0143
 FG0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1661 ***********************************************************************
 EH1661  DESIGNATION -  28 W
 EH1661  PID         -  EH1661
 EH1661  STATE/COUNTY-  AR/ARKANSAS
 EH1661  COUNTRY     -  US
 EH1661  USGS QUAD   -  STUTTGART SOUTH (2017)
 EH1661
 EH1661                         *CURRENT SURVEY CONTROL
 EH1661  ______________________________________________________________________
 EH1661* NAD 83(1986) POSITION- 34 26 58.     (N) 091 32 28.     (W)   SCALED
 EH1661* NAVD 88 ORTHO HEIGHT -    62.516 (meters)      205.10  (feet) ADJUSTED
 EH1661  ______________________________________________________________________
 EH1661  GEOID HEIGHT    -        -26.499 (meters)                     GEOID18
 EH1661  DYNAMIC HEIGHT  -         62.456 (meters)      204.91  (feet) COMP
 EH1661  MODELED GRAVITY -    979,677.8   (mgal)                       NAVD 88
 EH1661
 EH1661  VERT ORDER      -  FIRST     CLASS II
 EH1661
 EH1661.The horizontal coordinates were scaled from a map and have
 EH1661.an estimated accuracy of +/- 6 seconds.
 EH1661
 EH1661.The orthometric height was determined by differential leveling and
 EH1661.adjusted by the NATIONAL GEODETIC SURVEY
 EH1661.in August 1993.
 EH1661
 EH1661.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1661.GEOID18 height accuracy estimate available here.
 EH1661
 EH1661.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU340129(NAD 83)
 EH1661
 EH1661                          SUPERSEDED SURVEY CONTROL
 EH1661
 EH1661  NAVD 88 (06/15/91)   62.554  (m)          205.23   (f) SUPERSEDED  1 2
 EH1661  NGVD 29 (11/26/84)   62.560  (m)          205.25   (f) ADJUSTED    1 2
 EH1661
 EH1661.Superseded values are not recommended for survey control.
 EH1661
 EH1661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1661.See file dsdata.pdf to determine how the superseded data were derived.
 EH1661
 EH1661_MARKER: DD = SURVEY DISK
 EH1661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1661_STAMPING: 28 W 1928 205.226
 EH1661_MARK LOGO: USGS
 EH1661_PROJECTION: PROJECTING 3 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1723 ***********************************************************************
 EH1723  DESIGNATION -  28/29
 EH1723  PID         -  EH1723
 EH1723  STATE/COUNTY-  AR/JEFFERSON
 EH1723  COUNTRY     -  US
 EH1723  USGS QUAD   -  REYDELL (2017)
 EH1723
 EH1723                         *CURRENT SURVEY CONTROL
 EH1723  ______________________________________________________________________
 EH1723* NAD 83(1986) POSITION- 34 10 10.     (N) 091 37 22.     (W)   SCALED
 EH1723* NAVD 88 ORTHO HEIGHT -    57.708 (meters)      189.33  (feet) ADJUSTED
 EH1723  ______________________________________________________________________
 EH1723  GEOID HEIGHT    -        -26.071 (meters)                     GEOID18
 EH1723  DYNAMIC HEIGHT  -         57.652 (meters)      189.15  (feet) COMP
 EH1723  MODELED GRAVITY -    979,660.2   (mgal)                       NAVD 88
 EH1723
 EH1723  VERT ORDER      -  SECOND    CLASS 0
 EH1723
 EH1723.The horizontal coordinates were scaled from a map and have
 EH1723.an estimated accuracy of +/- 6 seconds.
 EH1723
 EH1723.The orthometric height was determined by differential leveling and
 EH1723.adjusted by the NATIONAL GEODETIC SURVEY
 EH1723.in August 1993.
 EH1723
 EH1723.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1723.GEOID18 height accuracy estimate available here.
 EH1723
 EH1723.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT269818(NAD 83)
 EH1723
 EH1723                          SUPERSEDED SURVEY CONTROL
 EH1723
 EH1723  NAVD 88 (06/15/91)   57.742  (m)          189.44   (f) SUPERSEDED  2 0
 EH1723  NGVD 29 (11/26/84)   57.781  (m)          189.57   (f) ADJUSTED    2 0
 EH1723
 EH1723.Superseded values are not recommended for survey control.
 EH1723
 EH1723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1723.See file dsdata.pdf to determine how the superseded data were derived.
 EH1723
 EH1723_MARKER: P = PIPE CAP
 EH1723_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1723_STAMPING: B M 28/29
 EH1723_MARK LOGO: USACE
 EH1723_MAGNETIC: P = MARKER IS A STEEL PIPE
 EH1723_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1723
 EH1723  HISTORY     - Date     Condition        Report By
 EH1723  HISTORY     - UNK      MONUMENTED       USACE
 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 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 = MARCH 20, 2026 22:17:28 EDT
 DK1119 ***********************************************************************
 DK1119  DESIGNATION -  2800 A BOLT
 DK1119  PID         -  DK1119
 DK1119  STATE/COUNTY-  AR/CHICOT
 DK1119  COUNTRY     -  US
 DK1119  USGS QUAD   -  EMINENCE (2017)
 DK1119
 DK1119                         *CURRENT SURVEY CONTROL
 DK1119  ______________________________________________________________________
 DK1119* NAD 83(1986) POSITION- 33 13 27.     (N) 091 07 30.     (W)   SCALED
 DK1119* NAVD 88 ORTHO HEIGHT -    25.79  (+/-2cm)       84.6   (feet) VERTCON3
 DK1119  ______________________________________________________________________
 DK1119  GEOID HEIGHT    -        -26.257 (meters)                     GEOID18
 DK1119  VERT ORDER      -  ? (See Below)
 DK1119
 DK1119.The horizontal coordinates were scaled from a 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
 DK1119.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1119.GEOID18 height accuracy estimate available here.
 DK1119
 DK1119.The vertical order pertains to the NGVD 29 superseded value.
 DK1119
 DK1119.Click photographs - Photos may exist for this station.
 DK1119
 DK1119;                    North         East    Units  Estimated Accuracy
 DK1119;SPC AR S     -   462,180.      481,570.      MT  (+/- 180 meters Scaled)
 DK1119
 DK1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS747777(NAD 83)
 DK1119
 DK1119                          SUPERSEDED SURVEY CONTROL
 DK1119
 DK1119  NGVD 29 (11/26/84)   25.836  (m)           84.76   (f) ADJUSTED       
 DK1119
 DK1119.Superseded values are not recommended for survey control.
 DK1119
 DK1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1119.See file dsdata.pdf to determine how the superseded data were derived.
 DK1119
 DK1119_MARKER: B = BOLT
 DK1119_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK1119_SP_SET: UNDERGROUND STONE
 DK1119_PROJECTION: PROJECTING 36 CENTIMETERS
 DK1119_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1119
 DK1119  HISTORY     - Date     Condition        Report By
 DK1119  HISTORY     - UNK      MONUMENTED       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 DK1120 ***********************************************************************
 DK1120  DESIGNATION -  2800 A CAP
 DK1120  PID         -  DK1120
 DK1120  STATE/COUNTY-  AR/CHICOT
 DK1120  COUNTRY     -  US
 DK1120  USGS QUAD   -  EMINENCE (2017)
 DK1120
 DK1120                         *CURRENT SURVEY CONTROL
 DK1120  ______________________________________________________________________
 DK1120* NAD 83(1986) POSITION- 33 13 27.     (N) 091 07 30.     (W)   SCALED
 DK1120* NAVD 88 ORTHO HEIGHT -    27.02  (+/-2cm)       88.6   (feet) VERTCON3
 DK1120  ______________________________________________________________________
 DK1120  GEOID HEIGHT    -        -26.257 (meters)                     GEOID18
 DK1120  VERT ORDER      -  ? (See Below)
 DK1120
 DK1120.The horizontal coordinates were scaled from a 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
 DK1120.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1120.GEOID18 height accuracy estimate available here.
 DK1120
 DK1120.The vertical order pertains to the NGVD 29 superseded value.
 DK1120
 DK1120.Click photographs - Photos may exist for this station.
 DK1120
 DK1120;                    North         East    Units  Estimated Accuracy
 DK1120;SPC AR S     -   462,180.      481,570.      MT  (+/- 180 meters Scaled)
 DK1120
 DK1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS747777(NAD 83)
 DK1120
 DK1120                          SUPERSEDED SURVEY CONTROL
 DK1120
 DK1120  NGVD 29 (11/26/84)   27.065  (m)           88.80   (f) ADJUSTED       
 DK1120
 DK1120.Superseded values are not recommended for survey control.
 DK1120
 DK1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1120.See file dsdata.pdf to determine how the superseded data were derived.
 DK1120
 DK1120_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1120_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1120_MARK LOGO: USACE
 DK1120_MAGNETIC: P = MARKER IS A STEEL PIPE
 DK1120_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1120
 DK1120  HISTORY     - Date     Condition        Report By
 DK1120  HISTORY     - UNK      MONUMENTED       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 DK1123 ***********************************************************************
 DK1123  DESIGNATION -  2850 A CAP
 DK1123  PID         -  DK1123
 DK1123  STATE/COUNTY-  AR/CHICOT
 DK1123  COUNTRY     -  US
 DK1123  USGS QUAD   -  AVON (2018)
 DK1123
 DK1123                         *CURRENT SURVEY CONTROL
 DK1123  ______________________________________________________________________
 DK1123* NAD 83(1986) POSITION- 33 12 58.     (N) 091 07 15.     (W)   SCALED
 DK1123* NAVD 88 ORTHO HEIGHT -    36.49  (+/-2cm)      119.7   (feet) VERTCON3
 DK1123  ______________________________________________________________________
 DK1123  GEOID HEIGHT    -        -26.254 (meters)                     GEOID18
 DK1123  VERT ORDER      -  ? (See Below)
 DK1123
 DK1123.The horizontal coordinates were scaled from a 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
 DK1123.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1123.GEOID18 height accuracy estimate available here.
 DK1123
 DK1123.The vertical order pertains to the NGVD 29 superseded value.
 DK1123
 DK1123.Click photographs - Photos may exist for this station.
 DK1123
 DK1123;                    North         East    Units  Estimated Accuracy
 DK1123;SPC AR S     -   461,290.      481,960.      MT  (+/- 180 meters Scaled)
 DK1123
 DK1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS751768(NAD 83)
 DK1123
 DK1123                          SUPERSEDED SURVEY CONTROL
 DK1123
 DK1123  NGVD 29 (11/26/84)   36.539  (m)          119.88   (f) ADJUSTED       
 DK1123
 DK1123.Superseded values are not recommended for survey control.
 DK1123
 DK1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1123.See file dsdata.pdf to determine how the superseded data were derived.
 DK1123
 DK1123_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1123_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1123_MARK LOGO: USACE
 DK1123_MAGNETIC: P = MARKER IS A STEEL PIPE
 DK1123_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1123
 DK1123  HISTORY     - Date     Condition        Report By
 DK1123  HISTORY     - UNK      MONUMENTED       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0378 ***********************************************************************
 EJ0378  DESIGNATION -  289.5
 EJ0378  PID         -  EJ0378
 EJ0378  STATE/COUNTY-  AR/PULASKI
 EJ0378  COUNTRY     -  US
 EJ0378  USGS QUAD   -  LITTLE ROCK (2017)
 EJ0378
 EJ0378                         *CURRENT SURVEY CONTROL
 EJ0378  ______________________________________________________________________
 EJ0378* NAD 83(1986) POSITION- 34 40 13.     (N) 092 16 10.     (W)   SCALED
 EJ0378* NAVD 88 ORTHO HEIGHT -    88.677 (meters)      290.93  (feet) ADJUSTED
 EJ0378  ______________________________________________________________________
 EJ0378  GEOID HEIGHT    -        -26.519 (meters)                     GEOID18
 EJ0378  DYNAMIC HEIGHT  -         88.593 (meters)      290.66  (feet) COMP
 EJ0378  MODELED GRAVITY -    979,691.2   (mgal)                       NAVD 88
 EJ0378
 EJ0378  VERT ORDER      -  SECOND    CLASS 0
 EJ0378
 EJ0378.The horizontal coordinates were scaled from a map and have
 EJ0378.an estimated accuracy of +/- 6 seconds.
 EJ0378
 EJ0378.The orthometric height was determined by differential leveling and
 EJ0378.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0378.in June 1991.
 EJ0378
 EJ0378.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0378.GEOID18 height accuracy estimate available here.
 EJ0378
 EJ0378.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU669367(NAD 83)
 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
 EJ0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0378.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0378
 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             CGS
 EJ0378  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0378  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 EJ0378
 EJ0378                          STATION DESCRIPTION
 EJ0378
 EJ0378'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EH1721 ***********************************************************************
 EH1721  DESIGNATION -  29/30
 EH1721  PID         -  EH1721
 EH1721  STATE/COUNTY-  AR/JEFFERSON
 EH1721  COUNTRY     -  US
 EH1721  USGS QUAD   -  REYDELL (2017)
 EH1721
 EH1721                         *CURRENT SURVEY CONTROL
 EH1721  ______________________________________________________________________
 EH1721* NAD 83(1986) POSITION- 34 09 29.     (N) 091 37 07.     (W)   SCALED
 EH1721* NAVD 88 ORTHO HEIGHT -    56.991 (meters)      186.98  (feet) ADJUSTED
 EH1721  ______________________________________________________________________
 EH1721  GEOID HEIGHT    -        -26.063 (meters)                     GEOID18
 EH1721  DYNAMIC HEIGHT  -         56.935 (meters)      186.79  (feet) COMP
 EH1721  MODELED GRAVITY -    979,659.5   (mgal)                       NAVD 88
 EH1721
 EH1721  VERT ORDER      -  SECOND    CLASS 0
 EH1721
 EH1721.The horizontal coordinates were scaled from a map and have
 EH1721.an estimated accuracy of +/- 6 seconds.
 EH1721
 EH1721.The orthometric height was determined by differential leveling and
 EH1721.adjusted by the NATIONAL GEODETIC SURVEY
 EH1721.in August 1993.
 EH1721
 EH1721.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1721.GEOID18 height accuracy estimate available here.
 EH1721
 EH1721.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT273805(NAD 83)
 EH1721
 EH1721                          SUPERSEDED SURVEY CONTROL
 EH1721
 EH1721  NAVD 88 (06/15/91)   57.026  (m)          187.09   (f) SUPERSEDED  2 0
 EH1721  NGVD 29 (11/26/84)   57.066  (m)          187.22   (f) ADJUSTED    2 0
 EH1721
 EH1721.Superseded values are not recommended for survey control.
 EH1721
 EH1721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1721.See file dsdata.pdf to determine how the superseded data were derived.
 EH1721
 EH1721_MARKER: P = PIPE CAP
 EH1721_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1721_STAMPING: B M 29/30
 EH1721_MARK LOGO: USACE
 EH1721_MAGNETIC: P = MARKER IS A STEEL PIPE
 EH1721_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1721
 EH1721  HISTORY     - Date     Condition        Report By
 EH1721  HISTORY     - UNK      MONUMENTED       USACE
 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 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 = MARCH 20, 2026 22:17:28 EDT
 EH1722 ***********************************************************************
 EH1722  DESIGNATION -  29/30 REF
 EH1722  PID         -  EH1722
 EH1722  STATE/COUNTY-  AR/JEFFERSON
 EH1722  COUNTRY     -  US
 EH1722  USGS QUAD   -  REYDELL (2017)
 EH1722
 EH1722                         *CURRENT SURVEY CONTROL
 EH1722  ______________________________________________________________________
 EH1722* NAD 83(1986) POSITION- 34 09 35.     (N) 091 37 13.     (W)   SCALED
 EH1722* NAVD 88 ORTHO HEIGHT -    57.395 (meters)      188.30  (feet) ADJUSTED
 EH1722  ______________________________________________________________________
 EH1722  GEOID HEIGHT    -        -26.064 (meters)                     GEOID18
 EH1722  DYNAMIC HEIGHT  -         57.339 (meters)      188.12  (feet) COMP
 EH1722  MODELED GRAVITY -    979,659.6   (mgal)                       NAVD 88
 EH1722
 EH1722  VERT ORDER      -  SECOND    CLASS 0
 EH1722
 EH1722.The horizontal coordinates were scaled from a map and have
 EH1722.an estimated accuracy of +/- 6 seconds.
 EH1722
 EH1722.The orthometric height was determined by differential leveling and
 EH1722.adjusted by the NATIONAL GEODETIC SURVEY
 EH1722.in August 1993.
 EH1722
 EH1722.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1722.GEOID18 height accuracy estimate available here.
 EH1722
 EH1722.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT271807(NAD 83)
 EH1722
 EH1722                          SUPERSEDED SURVEY CONTROL
 EH1722
 EH1722  NAVD 88 (06/15/91)   57.430  (m)          188.42   (f) SUPERSEDED  2 0
 EH1722  NGVD 29 (11/26/84)   57.469  (m)          188.55   (f) ADJUSTED    2 0
 EH1722
 EH1722.Superseded values are not recommended for survey control.
 EH1722
 EH1722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1722.See file dsdata.pdf to determine how the superseded data were derived.
 EH1722
 EH1722_MARKER: P = PIPE CAP
 EH1722_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1722_STAMPING: B M REF 29/30
 EH1722_MARK LOGO: USACE
 EH1722_MAGNETIC: P = MARKER IS A STEEL PIPE
 EH1722_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1722
 EH1722  HISTORY     - Date     Condition        Report By
 EH1722  HISTORY     - UNK      MONUMENTED       USACE
 EH1722  HISTORY     - 1964     GOOD             USGS
 EH1722
 EH1722                          STATION DESCRIPTION
 EH1722
 EH1722'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 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 = MARCH 20, 2026 22:17:28 EDT
 DK1124 ***********************************************************************
 DK1124  DESIGNATION -  2900 A CAP
 DK1124  PID         -  DK1124
 DK1124  STATE/COUNTY-  AR/CHICOT
 DK1124  COUNTRY     -  US
 DK1124  USGS QUAD   -  AVON (2018)
 DK1124
 DK1124                         *CURRENT SURVEY CONTROL
 DK1124  ______________________________________________________________________
 DK1124* NAD 83(1986) POSITION- 33 12 14.     (N) 091 06 35.     (W)   SCALED
 DK1124* NAVD 88 ORTHO HEIGHT -    37.28  (+/-2cm)      122.3   (feet) VERTCON3
 DK1124  ______________________________________________________________________
 DK1124  GEOID HEIGHT    -        -26.258 (meters)                     GEOID18
 DK1124  VERT ORDER      -  ? (See Below)
 DK1124
 DK1124.The horizontal coordinates were scaled from a 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
 DK1124.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1124.GEOID18 height accuracy estimate available here.
 DK1124
 DK1124.The vertical order pertains to the NGVD 29 superseded value.
 DK1124
 DK1124.Click photographs - Photos may exist for this station.
 DK1124
 DK1124;                    North         East    Units  Estimated Accuracy
 DK1124;SPC AR S     -   459,950.      483,010.      MT  (+/- 180 meters Scaled)
 DK1124
 DK1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS761754(NAD 83)
 DK1124
 DK1124                          SUPERSEDED SURVEY CONTROL
 DK1124
 DK1124  NGVD 29 (11/26/84)   37.330  (m)          122.47   (f) ADJUSTED       
 DK1124
 DK1124.Superseded values are not recommended for survey control.
 DK1124
 DK1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1124.See file dsdata.pdf to determine how the superseded data were derived.
 DK1124
 DK1124_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1124_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1124_MARK LOGO: USACE
 DK1124_MAGNETIC: P = MARKER IS A STEEL PIPE
 DK1124_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1124
 DK1124  HISTORY     - Date     Condition        Report By
 DK1124  HISTORY     - UNK      MONUMENTED       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 DK1126 ***********************************************************************
 DK1126  DESIGNATION -  2950 A CAP
 DK1126  PID         -  DK1126
 DK1126  STATE/COUNTY-  AR/CHICOT
 DK1126  COUNTRY     -  US
 DK1126  USGS QUAD   -  AVON (2018)
 DK1126
 DK1126                         *CURRENT SURVEY CONTROL
 DK1126  ______________________________________________________________________
 DK1126* NAD 83(1986) POSITION- 33 11 38.     (N) 091 06 17.     (W)   SCALED
 DK1126* NAVD 88 ORTHO HEIGHT -    35.91  (+/-2cm)      117.8   (feet) VERTCON3
 DK1126  ______________________________________________________________________
 DK1126  GEOID HEIGHT    -        -26.255 (meters)                     GEOID18
 DK1126  VERT ORDER      -  ? (See Below)
 DK1126
 DK1126.The horizontal coordinates were scaled from a 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
 DK1126.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1126.GEOID18 height accuracy estimate available here.
 DK1126
 DK1126.The vertical order pertains to the NGVD 29 superseded value.
 DK1126
 DK1126.Click photographs - Photos may exist for this station.
 DK1126
 DK1126;                    North         East    Units  Estimated Accuracy
 DK1126;SPC AR S     -   458,840.      483,480.      MT  (+/- 180 meters Scaled)
 DK1126
 DK1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS766743(NAD 83)
 DK1126
 DK1126                          SUPERSEDED SURVEY CONTROL
 DK1126
 DK1126  NGVD 29 (11/26/84)   35.956  (m)          117.97   (f) ADJUSTED       
 DK1126
 DK1126.Superseded values are not recommended for survey control.
 DK1126
 DK1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1126.See file dsdata.pdf to determine how the superseded data were derived.
 DK1126
 DK1126_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1126_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1126_MARK LOGO: USACE
 DK1126_MAGNETIC: P = MARKER IS A STEEL PIPE
 DK1126_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1126
 DK1126  HISTORY     - Date     Condition        Report By
 DK1126  HISTORY     - UNK      MONUMENTED       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0375 ***********************************************************************
 EJ0375  DESIGNATION -  298.3
 EJ0375  PID         -  EJ0375
 EJ0375  STATE/COUNTY-  AR/PULASKI
 EJ0375  COUNTRY     -  US
 EJ0375  USGS QUAD   -  LITTLE ROCK (2017)
 EJ0375
 EJ0375                         *CURRENT SURVEY CONTROL
 EJ0375  ______________________________________________________________________
 EJ0375* NAD 83(1986) POSITION- 34 39 31.     (N) 092 17 33.     (W)   SCALED
 EJ0375* NAVD 88 ORTHO HEIGHT -    91.343 (meters)      299.68  (feet) ADJUSTED
 EJ0375  ______________________________________________________________________
 EJ0375  GEOID HEIGHT    -        -26.487 (meters)                     GEOID18
 EJ0375  DYNAMIC HEIGHT  -         91.257 (meters)      299.40  (feet) COMP
 EJ0375  MODELED GRAVITY -    979,693.5   (mgal)                       NAVD 88
 EJ0375
 EJ0375  VERT ORDER      -  SECOND    CLASS 0
 EJ0375
 EJ0375.The horizontal coordinates were scaled from a map and have
 EJ0375.an estimated accuracy of +/- 6 seconds.
 EJ0375
 EJ0375.The orthometric height was determined by differential leveling and
 EJ0375.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0375.in June 1991.
 EJ0375
 EJ0375.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0375.GEOID18 height accuracy estimate available here.
 EJ0375
 EJ0375.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU648354(NAD 83)
 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
 EJ0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0375.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0375
 EJ0375_MARKER: DB = BENCH MARK DISK
 EJ0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0375_STAMPING: 298.3
 EJ0375_MARK LOGO: USGS
 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             CGS
 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG0412 ***********************************************************************
 FG0412  DESIGNATION -  3
 FG0412  PID         -  FG0412
 FG0412  STATE/COUNTY-  AR/PERRY
 FG0412  COUNTRY     -  US
 FG0412  USGS QUAD   -  PERRYVILLE (2017)
 FG0412
 FG0412                         *CURRENT SURVEY CONTROL
 FG0412  ______________________________________________________________________
 FG0412* NAD 83(1986) POSITION- 35 00 18.     (N) 092 48 11.     (W)   SCALED
 FG0412* NAVD 88 ORTHO HEIGHT -    91.588 (meters)      300.49  (feet) ADJUSTED
 FG0412  ______________________________________________________________________
 FG0412  GEOID HEIGHT    -        -28.378 (meters)                     GEOID18
 FG0412  DYNAMIC HEIGHT  -         91.500 (meters)      300.20  (feet) COMP
 FG0412  MODELED GRAVITY -    979,675.1   (mgal)                       NAVD 88
 FG0412
 FG0412  VERT ORDER      -  SECOND    CLASS 0
 FG0412
 FG0412.The horizontal coordinates were scaled from a map and have
 FG0412.an estimated accuracy of +/- 6 seconds.
 FG0412
 FG0412.The orthometric height was determined by differential leveling and
 FG0412.adjusted by the NATIONAL GEODETIC SURVEY
 FG0412.in June 1991.
 FG0412
 FG0412.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0412.GEOID18 height accuracy estimate available here.
 FG0412
 FG0412.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU179736(NAD 83)
 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
 FG0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0412.See file dsdata.pdf to determine how the superseded data were derived.
 FG0412
 FG0412_MARKER: DD = SURVEY DISK
 FG0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0412_STAMPING: NO 3
 FG0412_MARK LOGO: USACEM
 FG0412_PROJECTION: RECESSED 24 CENTIMETERS
 FG0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0412+STABILITY: SURFACE MOTION
 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       USACE
 FG0412  HISTORY     - 1934     GOOD             CGS
 FG0412  HISTORY     - 1960     GOOD             CGS
 FG0412  HISTORY     - 20030107 GOOD             INDIV
 FG0412
 FG0412                          STATION DESCRIPTION
 FG0412
 FG0412'DESCRIBED BY COAST AND 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FF1535 ***********************************************************************
 FF1535  DESIGNATION -  3 B
 FF1535  PID         -  FF1535
 FF1535  STATE/COUNTY-  AR/CLEBURNE
 FF1535  COUNTRY     -  US
 FF1535  USGS QUAD   -  WEST PANGBURN (2017)
 FF1535
 FF1535                         *CURRENT SURVEY CONTROL
 FF1535  ______________________________________________________________________
 FF1535* NAD 83(1997) POSITION- 35 26 24.91995(N) 091 59 03.54834(W)   ADJUSTED
 FF1535* NAVD 88 ORTHO HEIGHT -   250.591 (meters)      822.15  (feet) ADJUSTED
 FF1535  ______________________________________________________________________
 FF1535  GEOID HEIGHT    -        -27.488 (meters)                     GEOID18
 FF1535  LAPLACE CORR    -          1.04  (seconds)                    DEFLEC18
 FF1535  DYNAMIC HEIGHT  -        250.361 (meters)      821.39  (feet) COMP
 FF1535  MODELED GRAVITY -    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 and
 FF1535.adjusted by the NATIONAL GEODETIC SURVEY
 FF1535.in June 1991.
 FF1535
 FF1535.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1535.GEOID18 height accuracy estimate available here.
 FF1535
 FF1535.Click photographs - Photos may exist for this station.
 FF1535
 FF1535.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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  =   0.99990407
 FF1535!UTM  15      -   0.99996498  x   0.99970472  =   0.99966971
 FF1535
 FF1535_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV9218522341(NAD 83)
 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 (11/26/84)  250.528  (m)          821.94   (f) ADJUSTED    2 0
 FF1535
 FF1535.Superseded values are not recommended for survey control.
 FF1535
 FF1535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1535.See file dsdata.pdf to determine how the superseded data were derived.
 FF1535
 FF1535_MARKER: DD = SURVEY DISK
 FF1535_SETTING: 7 = 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 = MARCH 20, 2026 22:17:28 EDT
 FF1534 ***********************************************************************
 FF1534  DESIGNATION -  3 C
 FF1534  PID         -  FF1534
 FF1534  STATE/COUNTY-  AR/CLEBURNE
 FF1534  COUNTRY     -  US
 FF1534  USGS QUAD   -  WEST PANGBURN (2017)
 FF1534
 FF1534                         *CURRENT SURVEY CONTROL
 FF1534  ______________________________________________________________________
 FF1534* NAD 83(1997) POSITION- 35 26 32.62806(N) 091 59 09.86599(W)   ADJUSTED
 FF1534* NAVD 88 ORTHO HEIGHT -   254.865 (meters)      836.17  (feet) ADJUSTED
 FF1534  ______________________________________________________________________
 FF1534  GEOID HEIGHT    -        -27.489 (meters)                     GEOID18
 FF1534  LAPLACE CORR    -          0.97  (seconds)                    DEFLEC18
 FF1534  DYNAMIC HEIGHT  -        254.630 (meters)      835.40  (feet) COMP
 FF1534  MODELED GRAVITY -    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 and
 FF1534.adjusted by the NATIONAL GEODETIC SURVEY
 FF1534.in June 1991.
 FF1534
 FF1534.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1534.GEOID18 height accuracy estimate available here.
 FF1534
 FF1534.Click photographs - Photos may exist for this station.
 FF1534
 FF1534.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV9202322577(NAD 83)
 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 (11/26/84)  254.800  (m)          835.96   (f) ADJUSTED    2 0
 FF1534
 FF1534.Superseded values are not recommended for survey control.
 FF1534
 FF1534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1534.See file dsdata.pdf to determine how the superseded data were derived.
 FF1534
 FF1534_MARKER: DD = SURVEY DISK
 FF1534_SETTING: 7 = 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 = MARCH 20, 2026 22:17:28 EDT
 FG0767 ***********************************************************************
 FG0767  DESIGNATION -  3 G
 FG0767  PID         -  FG0767
 FG0767  STATE/COUNTY-  AR/POPE
 FG0767  COUNTRY     -  US
 FG0767  USGS QUAD   -  SAND GAP (2017)
 FG0767
 FG0767                         *CURRENT SURVEY CONTROL
 FG0767  ______________________________________________________________________
 FG0767* NAD 83(1986) POSITION- 35 39 16.     (N) 093 01 16.     (W)   SCALED
 FG0767* NAVD 88 ORTHO HEIGHT -   467.399 (meters)     1533.46  (feet) ADJUSTED
 FG0767  ______________________________________________________________________
 FG0767  GEOID HEIGHT    -        -28.238 (meters)                     GEOID18
 FG0767  DYNAMIC HEIGHT  -        466.937 (meters)     1531.94  (feet) COMP
 FG0767  MODELED GRAVITY -    979,630.9   (mgal)                       NAVD 88
 FG0767
 FG0767  VERT ORDER      -  SECOND    CLASS 0
 FG0767
 FG0767.The horizontal coordinates were scaled from a map and have
 FG0767.an estimated accuracy of +/- 6 seconds.
 FG0767
 FG0767.The orthometric height was determined by differential leveling and
 FG0767.adjusted by the NATIONAL GEODETIC SURVEY
 FG0767.in June 1991.
 FG0767
 FG0767.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0767.GEOID18 height accuracy estimate available here.
 FG0767
 FG0767.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV980456(NAD 83)
 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
 FG0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0767.See file dsdata.pdf to determine how the superseded data were derived.
 FG0767
 FG0767_MARKER: DD = SURVEY DISK
 FG0767_SETTING: 80 = SET IN A BOULDER
 FG0767_STAMPING: 3 G 1931
 FG0767_MARK LOGO: USGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH0930 ***********************************************************************
 EH0930  DESIGNATION -  3 HELENA WALL
 EH0930  PID         -  EH0930
 EH0930  STATE/COUNTY-  AR/PHILLIPS
 EH0930  COUNTRY     -  US
 EH0930  USGS QUAD   -  HELENA (2017)
 EH0930
 EH0930                         *CURRENT SURVEY CONTROL
 EH0930  ______________________________________________________________________
 EH0930* NAD 83(1986) POSITION- 34 30 51.     (N) 090 35 13.     (W)   SCALED
 EH0930* NAVD 88 ORTHO HEIGHT -    63.060 (meters)      206.89  (feet) ADJUSTED
 EH0930  ______________________________________________________________________
 EH0930  GEOID HEIGHT    -        -26.997 (meters)                     GEOID18
 EH0930  DYNAMIC HEIGHT  -         62.999 (meters)      206.69  (feet) COMP
 EH0930  MODELED GRAVITY -    979,668.7   (mgal)                       NAVD 88
 EH0930
 EH0930  VERT ORDER      -  FIRST     CLASS II
 EH0930
 EH0930.The horizontal coordinates were scaled from a map and have
 EH0930.an estimated accuracy of +/- 6 seconds.
 EH0930
 EH0930.The orthometric height was determined by differential leveling and
 EH0930.adjusted by the NATIONAL GEODETIC SURVEY
 EH0930.in June 1991.
 EH0930
 EH0930.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0930.GEOID18 height accuracy estimate available here.
 EH0930
 EH0930.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU215218(NAD 83)
 EH0930
 EH0930                          SUPERSEDED SURVEY CONTROL
 EH0930
 EH0930  NGVD 29 (11/26/84)   63.093  (m)          207.00   (f) ADJUSTED    1 2
 EH0930
 EH0930.Superseded values are not recommended for survey control.
 EH0930
 EH0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0930.See file dsdata.pdf to determine how the superseded data were derived.
 EH0930
 EH0930_MARKER: DD = SURVEY DISK
 EH0930_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH0930_SP_SET: FLOOD WALL
 EH0930_STAMPING: 3
 EH0930_MARK LOGO: USACE
 EH0930_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0930
 EH0930  HISTORY     - Date     Condition        Report By
 EH0930  HISTORY     - UNK      MONUMENTED       USACE
 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'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 = MARCH 20, 2026 22:17:28 EDT
 EJ0417 ***********************************************************************
 EJ0417  DESIGNATION -  3 J
 EJ0417  PID         -  EJ0417
 EJ0417  STATE/COUNTY-  AR/PULASKI
 EJ0417  COUNTRY     -  US
 EJ0417  USGS QUAD   -  OLMSTEAD (2017)
 EJ0417
 EJ0417                         *CURRENT SURVEY CONTROL
 EJ0417  ______________________________________________________________________
 EJ0417* NAD 83(1986) POSITION- 34 53 03.61   (N) 092 14 08.01   (W)   HD_HELD1
 EJ0417* NAVD 88 ORTHO HEIGHT -    80.421 (meters)      263.85  (feet) POSTED
 EJ0417  ______________________________________________________________________
 EJ0417  GEOID HEIGHT    -        -27.080 (meters)                     GEOID18
 EJ0417  DYNAMIC HEIGHT  -         80.35  (meters)      263.6   (feet) COMP
 EJ0417  MODELED GRAVITY -    979,702.4   (mgal)                       NAVD 88
 EJ0417
 EJ0417  VERT ORDER      -  * POSTED, SEE BELOW
 EJ0417
 EJ0417.The horizontal coordinates were determined by differentially corrected
 EJ0417.hand held GPS observations or other comparable positioning techniques
 EJ0417.and have an estimated accuracy of +/- 3 meters.
 EJ0417
 EJ0417.The orthometric height was determined by differential leveling
 EJ0417.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 EJ0417
 EJ0417.* This is a POSTED BENCH MARK height.
 EJ0417
 EJ0417.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0417.GEOID18 height accuracy estimate available here.
 EJ0417
 EJ0417.Click photographs - Photos may exist for this station.
 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     -   646,002.8     378,465.5     MT  (+/- 3 meters HH1 GPS) 
 EJ0417
 EJ0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6985560483(NAD 83)
 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
 EJ0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0417.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0417
 EJ0417_MARKER: DD = SURVEY DISK
 EJ0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0417_STAMPING: 3 J 1935
 EJ0417_MARK LOGO: USGS
 EJ0417_PROJECTION: RECESSED 6 CENTIMETERS
 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             CGS
 EJ0417
 EJ0417                          STATION DESCRIPTION
 EJ0417
 EJ0417'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FE2719 ***********************************************************************
 FE2719  DESIGNATION -  3/4
 FE2719  PID         -  FE2719
 FE2719  STATE/COUNTY-  AR/MISSISSIPPI
 FE2719  COUNTRY     -  US
 FE2719  USGS QUAD   -  BLYTHEVILLE (2017)
 FE2719
 FE2719                         *CURRENT SURVEY CONTROL
 FE2719  ______________________________________________________________________
 FE2719* NAD 83(1997) POSITION- 35 59 53.11560(N) 089 59 45.40676(W)   ADJUSTED
 FE2719* NAVD 88 ORTHO HEIGHT -    74.    (meters)      243.    (feet) SCALED
 FE2719  ______________________________________________________________________
 FE2719  GEOID HEIGHT    -        -28.243 (meters)                     GEOID18
 FE2719  LAPLACE CORR    -         -0.24  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE2719.GEOID18 height accuracy estimate available here.
 FE2719
 FE2719.Click photographs - Photos may exist for this station.
 FE2719
 FE2719.The Laplace correction was computed from DEFLEC18 derived deflections.
 FE2719
 FE2719. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999282  x   0.99996195  =   0.99995477
 FE2719!SPC MO E     -   0.99999282  x   0.99995877  =   0.99995159
 FE2719!UTM  16      -   0.99999282  x   1.00049878  =   1.00049159
 FE2719!UTM  15      -   0.99999282  x   1.00050365  =   1.00049646
 FE2719
 FE2719_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE2993787888(NAD 83)
 FE2719
 FE2719                          SUPERSEDED SURVEY CONTROL
 FE2719
 FE2719  NAD 83(1995)-  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
 FE2719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2719.See file dsdata.pdf to determine how the superseded data were derived.
 FE2719
 FE2719_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 FE2719_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE2719_STAMPING: B.M. 3/4
 FE2719_MARK LOGO: USACE
 FE2719_MAGNETIC: P = MARKER IS A STEEL PIPE
 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       USACE
 FE2719  HISTORY     - 1955     GOOD             USACE
 FE2719  HISTORY     - 19901109 SEE DESCRIPTION  NGS
 FE2719
 FE2719                          STATION DESCRIPTION
 FE2719
 FE2719'DESCRIBED BY US ARMY CORPS OF 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 = MARCH 20, 2026 22:17:28 EDT
 EH1762 ***********************************************************************
 EH1762  DESIGNATION -  30 D
 EH1762  PID         -  EH1762
 EH1762  STATE/COUNTY-  AR/JEFFERSON
 EH1762  COUNTRY     -  US
 EH1762  USGS QUAD   -  ROB ROY (2017)
 EH1762
 EH1762                         *CURRENT SURVEY CONTROL
 EH1762  ______________________________________________________________________
 EH1762* NAD 83(1986) POSITION- 34 16 48.     (N) 091 53 52.     (W)   SCALED
 EH1762* NAVD 88 ORTHO HEIGHT -    63.909 (meters)      209.67  (feet) ADJUSTED
 EH1762  ______________________________________________________________________
 EH1762  GEOID HEIGHT    -        -26.064 (meters)                     GEOID18
 EH1762  DYNAMIC HEIGHT  -         63.848 (meters)      209.47  (feet) COMP
 EH1762  MODELED GRAVITY -    979,668.5   (mgal)                       NAVD 88
 EH1762
 EH1762  VERT ORDER      -  SECOND    CLASS 0
 EH1762
 EH1762.The horizontal coordinates were scaled from a map and have
 EH1762.an estimated accuracy of +/- 6 seconds.
 EH1762
 EH1762.The orthometric height was determined by differential leveling and
 EH1762.adjusted by the NATIONAL GEODETIC SURVEY
 EH1762.in August 1993.
 EH1762
 EH1762.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1762.GEOID18 height accuracy estimate available here.
 EH1762
 EH1762.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT014937(NAD 83)
 EH1762
 EH1762                          SUPERSEDED SURVEY CONTROL
 EH1762
 EH1762  NAVD 88 (06/15/91)   63.910  (m)          209.68   (f) SUPERSEDED  2 0
 EH1762  NGVD 29 (11/26/84)   63.940  (m)          209.78   (f) ADJUSTED    2 0
 EH1762
 EH1762.Superseded values are not recommended for survey control.
 EH1762
 EH1762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1762.See file dsdata.pdf to determine how the superseded data were derived.
 EH1762
 EH1762_MARKER: P = PIPE CAP
 EH1762_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1762_STAMPING: MRC 30 D USE
 EH1762_MARK LOGO: MRC
 EH1762_PROJECTION: PROJECTING 38 CENTIMETERS
 EH1762_MAGNETIC: P = MARKER IS A STEEL PIPE
 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'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 = MARCH 20, 2026 22:17:28 EDT
 DK1067 ***********************************************************************
 DK1067  DESIGNATION -  30 M CAP
 DK1067  PID         -  DK1067
 DK1067  STATE/COUNTY-  AR/CHICOT
 DK1067  COUNTRY     -  US
 DK1067  USGS QUAD   -  LUNA (2017)
 DK1067
 DK1067                         *CURRENT SURVEY CONTROL
 DK1067  ______________________________________________________________________
 DK1067* NAD 83(1986) POSITION- 33 29 51.     (N) 091 14 11.     (W)   SCALED
 DK1067* NAVD 88 ORTHO HEIGHT -    41.48  (+/-2cm)      136.1   (feet) VERTCON3
 DK1067  ______________________________________________________________________
 DK1067  GEOID HEIGHT    -        -26.422 (meters)                     GEOID18
 DK1067  VERT ORDER      -  ? (See Below)
 DK1067
 DK1067.The horizontal coordinates were scaled from a 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
 DK1067.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1067.GEOID18 height accuracy estimate available here.
 DK1067
 DK1067.The vertical order pertains to the NGVD 29 superseded value.
 DK1067
 DK1067.Click photographs - Photos may exist for this station.
 DK1067
 DK1067;                    North         East    Units  Estimated Accuracy
 DK1067;SPC AR S     -   492,420.      470,960.      MT  (+/- 180 meters Scaled)
 DK1067
 DK1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT638078(NAD 83)
 DK1067
 DK1067                          SUPERSEDED SURVEY CONTROL
 DK1067
 DK1067  NGVD 29 (11/26/84)   41.552  (m)          136.33   (f) ADJUSTED       
 DK1067
 DK1067.Superseded values are not recommended for survey control.
 DK1067
 DK1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1067.See file dsdata.pdf to determine how the superseded data were derived.
 DK1067
 DK1067_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1067_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1067_MARK LOGO: USACE
 DK1067_MAGNETIC: P = MARKER IS A STEEL PIPE
 DK1067_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1067
 DK1067  HISTORY     - Date     Condition        Report By
 DK1067  HISTORY     - UNK      MONUMENTED       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1487 ***********************************************************************
 EH1487  DESIGNATION -  30 RWM
 EH1487  PID         -  EH1487
 EH1487  STATE/COUNTY-  AR/MONROE
 EH1487  COUNTRY     -  US
 EH1487  USGS QUAD   -  TURNER (2017)
 EH1487
 EH1487                         *CURRENT SURVEY CONTROL
 EH1487  ______________________________________________________________________
 EH1487* NAD 83(1986) POSITION- 34 27 42.     (N) 091 01 04.     (W)   SCALED
 EH1487* NAVD 88 ORTHO HEIGHT -    51.221 (meters)      168.05  (feet) ADJUSTED
 EH1487  ______________________________________________________________________
 EH1487  GEOID HEIGHT    -        -26.871 (meters)                     GEOID18
 EH1487  DYNAMIC HEIGHT  -         51.171 (meters)      167.88  (feet) COMP
 EH1487  MODELED GRAVITY -    979,669.1   (mgal)                       NAVD 88
 EH1487
 EH1487  VERT ORDER      -  FIRST     CLASS II
 EH1487
 EH1487.The horizontal coordinates were scaled from a map and have
 EH1487.an estimated accuracy of +/- 6 seconds.
 EH1487
 EH1487.The orthometric height was determined by differential leveling and
 EH1487.adjusted by the NATIONAL GEODETIC SURVEY
 EH1487.in August 1993.
 EH1487
 EH1487.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1487.GEOID18 height accuracy estimate available here.
 EH1487
 EH1487.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU820151(NAD 83)
 EH1487
 EH1487                          SUPERSEDED SURVEY CONTROL
 EH1487
 EH1487  NAVD 88 (06/15/91)   51.209  (m)          168.01   (f) SUPERSEDED  1 2
 EH1487  NGVD 29 (11/26/84)   51.251  (m)          168.15   (f) ADJUSTED    1 2
 EH1487
 EH1487.Superseded values are not recommended for survey control.
 EH1487
 EH1487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1487.See file dsdata.pdf to determine how the superseded data were derived.
 EH1487
 EH1487_MARKER: DD = SURVEY DISK
 EH1487_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH1487_SP_SET: ABUTMENT
 EH1487_STAMPING: 30 RWM 1965
 EH1487_MARK LOGO: USGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0364 ***********************************************************************
 FG0364  DESIGNATION -  30 RWS
 FG0364  PID         -  FG0364
 FG0364  STATE/COUNTY-  AR/CONWAY
 FG0364  COUNTRY     -  US
 FG0364  USGS QUAD   -  MENIFEE (2017)
 FG0364
 FG0364                         *CURRENT SURVEY CONTROL
 FG0364  ______________________________________________________________________
 FG0364* NAD 83(1986) POSITION- 35 12 41.     (N) 092 37 09.     (W)   SCALED
 FG0364* NAVD 88 ORTHO HEIGHT -    98.267 (meters)      322.40  (feet) ADJUSTED
 FG0364  ______________________________________________________________________
 FG0364  GEOID HEIGHT    -        -28.403 (meters)                     GEOID18
 FG0364  DYNAMIC HEIGHT  -         98.175 (meters)      322.10  (feet) COMP
 FG0364  MODELED GRAVITY -    979,698.0   (mgal)                       NAVD 88
 FG0364
 FG0364  VERT ORDER      -  SECOND    CLASS 0
 FG0364
 FG0364.The horizontal coordinates were scaled from a map and have
 FG0364.an estimated accuracy of +/- 6 seconds.
 FG0364
 FG0364.The orthometric height was determined by differential leveling and
 FG0364.adjusted by the NATIONAL GEODETIC SURVEY
 FG0364.in June 1991.
 FG0364
 FG0364.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0364.GEOID18 height accuracy estimate available here.
 FG0364
 FG0364.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU346965(NAD 83)
 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
 FG0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0364.See file dsdata.pdf to determine how the superseded data were derived.
 FG0364
 FG0364_MARKER: DB = BENCH MARK DISK
 FG0364_SETTING: 7 = 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             CGS
 FG0364  HISTORY     - 1984     GOOD             NGS
 FG0364  HISTORY     - 19970319 POOR             USPSQD
 FG0364
 FG0364                          STATION DESCRIPTION
 FG0364
 FG0364'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EH1718 ***********************************************************************
 EH1718  DESIGNATION -  30/31 REF
 EH1718  PID         -  EH1718
 EH1718  STATE/COUNTY-  AR/JEFFERSON
 EH1718  COUNTRY     -  US
 EH1718  USGS QUAD   -  REYDELL (2017)
 EH1718
 EH1718                         *CURRENT SURVEY CONTROL
 EH1718  ______________________________________________________________________
 EH1718* NAD 83(1986) POSITION- 34 09 31.     (N) 091 35 58.     (W)   SCALED
 EH1718* NAVD 88 ORTHO HEIGHT -    55.399 (meters)      181.75  (feet) ADJUSTED
 EH1718  ______________________________________________________________________
 EH1718  GEOID HEIGHT    -        -26.076 (meters)                     GEOID18
 EH1718  DYNAMIC HEIGHT  -         55.344 (meters)      181.57  (feet) COMP
 EH1718  MODELED GRAVITY -    979,659.4   (mgal)                       NAVD 88
 EH1718
 EH1718  VERT ORDER      -  SECOND    CLASS 0
 EH1718
 EH1718.The horizontal coordinates were scaled from a map and have
 EH1718.an estimated accuracy of +/- 6 seconds.
 EH1718
 EH1718.The orthometric height was determined by differential leveling and
 EH1718.adjusted by the NATIONAL GEODETIC SURVEY
 EH1718.in August 1993.
 EH1718
 EH1718.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1718.GEOID18 height accuracy estimate available here.
 EH1718
 EH1718.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT291806(NAD 83)
 EH1718
 EH1718                          SUPERSEDED SURVEY CONTROL
 EH1718
 EH1718  NAVD 88 (06/15/91)   55.436  (m)          181.88   (f) SUPERSEDED  2 0
 EH1718  NGVD 29 (11/26/84)   55.476  (m)          182.01   (f) ADJUSTED    2 0
 EH1718
 EH1718.Superseded values are not recommended for survey control.
 EH1718
 EH1718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1718.See file dsdata.pdf to determine how the superseded data were derived.
 EH1718
 EH1718_MARKER: P = PIPE CAP
 EH1718_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1718_STAMPING: B M REF 30/31
 EH1718_MARK LOGO: USACE
 EH1718_MAGNETIC: P = MARKER IS A STEEL PIPE
 EH1718_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1718
 EH1718  HISTORY     - Date     Condition        Report By
 EH1718  HISTORY     - UNK      MONUMENTED       USACE
 EH1718  HISTORY     - 1940     GOOD             CGS
 EH1718
 EH1718                          STATION DESCRIPTION
 EH1718
 EH1718'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 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 = MARCH 20, 2026 22:17:28 EDT
 DK1127 ***********************************************************************
 DK1127  DESIGNATION -  3000 A CAP
 DK1127  PID         -  DK1127
 DK1127  STATE/COUNTY-  AR/CHICOT
 DK1127  COUNTRY     -  US
 DK1127  USGS QUAD   -  AVON (2018)
 DK1127
 DK1127                         *CURRENT SURVEY CONTROL
 DK1127  ______________________________________________________________________
 DK1127* NAD 83(1986) POSITION- 33 10 54.     (N) 091 06 33.     (W)   SCALED
 DK1127* NAVD 88 ORTHO HEIGHT -    36.52  (+/-2cm)      119.8   (feet) VERTCON3
 DK1127  ______________________________________________________________________
 DK1127  GEOID HEIGHT    -        -26.237 (meters)                     GEOID18
 DK1127  VERT ORDER      -  ? (See Below)
 DK1127
 DK1127.The horizontal coordinates were scaled from a 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
 DK1127.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1127.GEOID18 height accuracy estimate available here.
 DK1127
 DK1127.The vertical order pertains to the NGVD 29 superseded value.
 DK1127
 DK1127.Click photographs - Photos may exist for this station.
 DK1127
 DK1127;                    North         East    Units  Estimated Accuracy
 DK1127;SPC AR S     -   457,480.      483,080.      MT  (+/- 180 meters Scaled)
 DK1127
 DK1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS762730(NAD 83)
 DK1127
 DK1127                          SUPERSEDED SURVEY CONTROL
 DK1127
 DK1127  NGVD 29 (11/26/84)   36.567  (m)          119.97   (f) ADJUSTED       
 DK1127
 DK1127.Superseded values are not recommended for survey control.
 DK1127
 DK1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1127.See file dsdata.pdf to determine how the superseded data were derived.
 DK1127
 DK1127_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1127_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1127_MARK LOGO: USACE
 DK1127_MAGNETIC: P = MARKER IS A STEEL PIPE
 DK1127_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1127
 DK1127  HISTORY     - Date     Condition        Report By
 DK1127  HISTORY     - UNK      MONUMENTED       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 DK1128 ***********************************************************************
 DK1128  DESIGNATION -  3050 A CAP
 DK1128  PID         -  DK1128
 DK1128  STATE/COUNTY-  AR/CHICOT
 DK1128  COUNTRY     -  US
 DK1128  USGS QUAD   -  AVON (2018)
 DK1128
 DK1128                         *CURRENT SURVEY CONTROL
 DK1128  ______________________________________________________________________
 DK1128* NAD 83(1986) POSITION- 33 10 10.     (N) 091 07 04.     (W)   SCALED
 DK1128* NAVD 88 ORTHO HEIGHT -    36.15  (+/-2cm)      118.6   (feet) VERTCON3
 DK1128  ______________________________________________________________________
 DK1128  GEOID HEIGHT    -        -26.215 (meters)                     GEOID18
 DK1128  VERT ORDER      -  ? (See Below)
 DK1128
 DK1128.The horizontal coordinates were scaled from a 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
 DK1128.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1128.GEOID18 height accuracy estimate available here.
 DK1128
 DK1128.The vertical order pertains to the NGVD 29 superseded value.
 DK1128
 DK1128.Click photographs - Photos may exist for this station.
 DK1128
 DK1128;                    North         East    Units  Estimated Accuracy
 DK1128;SPC AR S     -   456,120.      482,290.      MT  (+/- 180 meters Scaled)
 DK1128
 DK1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS755716(NAD 83)
 DK1128
 DK1128                          SUPERSEDED SURVEY CONTROL
 DK1128
 DK1128  NGVD 29 (11/26/84)   36.194  (m)          118.75   (f) ADJUSTED       
 DK1128
 DK1128.Superseded values are not recommended for survey control.
 DK1128
 DK1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1128.See file dsdata.pdf to determine how the superseded data were derived.
 DK1128
 DK1128_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1128_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1128_MARK LOGO: USACE
 DK1128_MAGNETIC: P = MARKER IS A STEEL PIPE
 DK1128_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1128
 DK1128  HISTORY     - Date     Condition        Report By
 DK1128  HISTORY     - UNK      MONUMENTED       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 EH0638 ***********************************************************************
 EH0638  DESIGNATION -  308 514
 EH0638  PID         -  EH0638
 EH0638  STATE/COUNTY-  AR/PHILLIPS
 EH0638  COUNTRY     -  US
 EH0638  USGS QUAD   -  WATKINS CORNER (2017)
 EH0638
 EH0638                         *CURRENT SURVEY CONTROL
 EH0638  ______________________________________________________________________
 EH0638* NAD 83(1986) POSITION- 34 28 10.     (N) 090 58 53.     (W)   SCALED
 EH0638* NAVD 88 ORTHO HEIGHT -    53.524 (meters)      175.60  (feet) ADJUSTED
 EH0638  ______________________________________________________________________
 EH0638  GEOID HEIGHT    -        -26.900 (meters)                     GEOID18
 EH0638  DYNAMIC HEIGHT  -         53.472 (meters)      175.43  (feet) COMP
 EH0638  MODELED GRAVITY -    979,668.2   (mgal)                       NAVD 88
 EH0638
 EH0638  VERT ORDER      -  SECOND    CLASS 0
 EH0638
 EH0638.The horizontal coordinates were scaled from a map and have
 EH0638.an estimated accuracy of +/- 6 seconds.
 EH0638
 EH0638.The orthometric height was determined by differential leveling and
 EH0638.adjusted by the NATIONAL GEODETIC SURVEY
 EH0638.in August 1993.
 EH0638
 EH0638.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0638.GEOID18 height accuracy estimate available here.
 EH0638
 EH0638.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU853160(NAD 83)
 EH0638
 EH0638                          SUPERSEDED SURVEY CONTROL
 EH0638
 EH0638  NAVD 88 (06/15/91)   53.516  (m)          175.58   (f) SUPERSEDED  2 0
 EH0638  NGVD 29 (11/26/84)   53.555  (m)          175.71   (f) ADJUSTED    2 0
 EH0638
 EH0638.Superseded values are not recommended for survey control.
 EH0638
 EH0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0638.See file dsdata.pdf to determine how the superseded data were derived.
 EH0638
 EH0638_MARKER: P = PIPE CAP
 EH0638_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH0638_STAMPING: 308 514
 EH0638_MARK LOGO: USACE
 EH0638_MAGNETIC: P = MARKER IS A STEEL PIPE
 EH0638_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0638
 EH0638  HISTORY     - Date     Condition        Report By
 EH0638  HISTORY     - UNK      MONUMENTED       USACE
 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 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 = MARCH 20, 2026 22:17:28 EDT
 DP5099 ***********************************************************************
 DP5099  DESIGNATION -  30W
 DP5099  PID         -  DP5099
 DP5099  STATE/COUNTY-  AR/SALINE
 DP5099  COUNTRY     -  US
 DP5099  USGS QUAD   -  HASKELL (2017)
 DP5099
 DP5099                         *CURRENT SURVEY CONTROL
 DP5099  ______________________________________________________________________
 DP5099* NAD 83(1986) POSITION- 34 32 01.2    (N) 092 40 43.4    (W)   HD_HELD2
 DP5099* NAVD 88 ORTHO HEIGHT -   128.779 (meters)      422.50  (feet) ADJUSTED
 DP5099  ______________________________________________________________________
 DP5099  GEOID HEIGHT    -        -26.476 (meters)                     GEOID18
 DP5099  DYNAMIC HEIGHT  -        128.658 (meters)      422.11  (feet) COMP
 DP5099  MODELED GRAVITY -    979,690.2   (mgal)                       NAVD 88
 DP5099
 DP5099  VERT ORDER      -  SECOND    CLASS I
 DP5099
 DP5099.The horizontal coordinates were established by autonomous hand held GPS
 DP5099.observations and have an estimated accuracy of +/- 10 meters.
 DP5099
 DP5099.The orthometric height was determined by differential leveling and
 DP5099.adjusted by the NATIONAL GEODETIC SURVEY
 DP5099.in December 2014.
 DP5099
 DP5099.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5099.GEOID18 height accuracy estimate available here.
 DP5099
 DP5099.Click photographs - Photos may exist for this station.
 DP5099
 DP5099.The dynamic height is computed by dividing the NAVD 88
 DP5099.geopotential number by the normal gravity value computed on the
 DP5099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5099.degrees latitude (g = 980.6199 gals.).
 DP5099
 DP5099.The modeled gravity was interpolated from observed gravity values.
 DP5099
 DP5099;                    North         East    Units  Estimated Accuracy
 DP5099;SPC AR S     -   607,283.      337,694.      MT  (+/- 10 meters HH2 GPS)
 DP5099
 DP5099_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU2948221377(NAD 83)
 DP5099
 DP5099                          SUPERSEDED SURVEY CONTROL
 DP5099
 DP5099.No superseded survey control is available for this station.
 DP5099
 DP5099_MARKER: R = RIVET
 DP5099_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DP5099_SP_SET: SIGN BASE
 DP5099_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP5099+STABILITY: SURFACE MOTION
 DP5099_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP5099+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2014
 DP5099
 DP5099  HISTORY     - Date     Condition        Report By
 DP5099  HISTORY     - 2014     MONUMENTED       ARHD
 DP5099  HISTORY     - 20140721 GOOD             ARHD
 DP5099
 DP5099                          STATION DESCRIPTION
 DP5099
 DP5099'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (JDH)
 DP5099'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) NORTH-NORTHWEST OF
 DP5099'TRASKWOOD, 5.7 MI (9.2 KM) WEST-SOUTHWEST OF BENTON AND 3.3 MI (5.3
 DP5099'KM) NORTHWEST OF HASKELL.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DP5099'
 DP5099'TO REACH FROM THE INTERSECTION OF I-30 AND PAWNEE DRIVE, GO WEST ON
 DP5099'PAWNEE DRIVE FOR 0.1 MI (0.2 KM) TO THE STATION ON THE RIGHT UNDER THE
 DP5099'OVERPASS OF HIGHWAY 70 ONTO I-30 WEST, IN A CONCRETE SIGN BASE OF OLD
 DP5099'RAILROAD.
 DP5099'
 DP5099'IT IS 77 FT (23.5 M) NORTH OF PAWNEE DRIVE CENTERLINE, 44 FT (13.4 M)
 DP5099'NORTH OF F 340 AND 21 FT (6.4 M) NORTH OF ANOTHER CONCRETE SIGN BASE
 DP5099'OF OLD RAILROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0116 ***********************************************************************
 EJ0116  DESIGNATION -  31
 EJ0116  PID         -  EJ0116
 EJ0116  STATE/COUNTY-  AR/PULASKI
 EJ0116  COUNTRY     -  US
 EJ0116  USGS QUAD   -  SWEET HOME (2017)
 EJ0116
 EJ0116                         *CURRENT SURVEY CONTROL
 EJ0116  ______________________________________________________________________
 EJ0116* NAD 83(1986) POSITION- 34 41 11.     (N) 092 14 13.     (W)   SCALED
 EJ0116* NAVD 88 ORTHO HEIGHT -    79.280 (meters)      260.10  (feet) ADJUSTED
 EJ0116  ______________________________________________________________________
 EJ0116  GEOID HEIGHT    -        -26.560 (meters)                     GEOID18
 EJ0116  DYNAMIC HEIGHT  -         79.205 (meters)      259.86  (feet) COMP
 EJ0116  MODELED GRAVITY -    979,693.0   (mgal)                       NAVD 88
 EJ0116
 EJ0116  VERT ORDER      -  FIRST     CLASS II
 EJ0116
 EJ0116.The horizontal coordinates were scaled from a map and have
 EJ0116.an estimated accuracy of +/- 6 seconds.
 EJ0116
 EJ0116.The orthometric height was determined by differential leveling and
 EJ0116.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0116.in June 1991.
 EJ0116
 EJ0116.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0116.GEOID18 height accuracy estimate available here.
 EJ0116
 EJ0116.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU698385(NAD 83)
 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
 EJ0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0116.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0116
 EJ0116_MARKER: DD = SURVEY DISK
 EJ0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0116_STAMPING: TRAV STA 31
 EJ0116_MARK LOGO: USACE
 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       USACE
 EJ0116  HISTORY     - 1955     GOOD             CGS
 EJ0116  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0116
 EJ0116                          STATION DESCRIPTION
 EJ0116
 EJ0116'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DK1072 ***********************************************************************
 DK1072  DESIGNATION -  31 M BOLT
 DK1072  PID         -  DK1072
 DK1072  STATE/COUNTY-  AR/CHICOT
 DK1072  COUNTRY     -  US
 DK1072  USGS QUAD   -  MACON LAKE (2017)
 DK1072
 DK1072                         *CURRENT SURVEY CONTROL
 DK1072  ______________________________________________________________________
 DK1072* NAD 83(1986) POSITION- 33 27 15.     (N) 091 15 46.     (W)   SCALED
 DK1072* NAVD 88 ORTHO HEIGHT -    38.23  (+/-2cm)      125.4   (feet) VERTCON3
 DK1072  ______________________________________________________________________
 DK1072  GEOID HEIGHT    -        -26.357 (meters)                     GEOID18
 DK1072  VERT ORDER      -  ? (See Below)
 DK1072
 DK1072.The horizontal coordinates were scaled from a 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
 DK1072.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1072.GEOID18 height accuracy estimate available here.
 DK1072
 DK1072.The vertical order pertains to the NGVD 29 superseded value.
 DK1072
 DK1072.Click photographs - Photos may exist for this station.
 DK1072
 DK1072;                    North         East    Units  Estimated Accuracy
 DK1072;SPC AR S     -   487,590.      468,540.      MT  (+/- 180 meters Scaled)
 DK1072
 DK1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT614029(NAD 83)
 DK1072
 DK1072                          SUPERSEDED SURVEY CONTROL
 DK1072
 DK1072  NGVD 29 (11/26/84)   38.278  (m)          125.58   (f) ADJUSTED       
 DK1072
 DK1072.Superseded values are not recommended for survey control.
 DK1072
 DK1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1072.See file dsdata.pdf to determine how the superseded data were derived.
 DK1072
 DK1072_MARKER: B = BOLT
 DK1072_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK1072_SP_SET: UNDERGROUND STONE
 DK1072_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1072
 DK1072  HISTORY     - Date     Condition        Report By
 DK1072  HISTORY     - UNK      MONUMENTED       USACE
 DK1072  HISTORY     - 1934     GOOD             CGS
 DK1072
 DK1072                          STATION DESCRIPTION
 DK1072
 DK1072'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 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 = MARCH 20, 2026 22:17:28 EDT
 DK1073 ***********************************************************************
 DK1073  DESIGNATION -  31 M CAP
 DK1073  PID         -  DK1073
 DK1073  STATE/COUNTY-  AR/CHICOT
 DK1073  COUNTRY     -  US
 DK1073  USGS QUAD   -  MACON LAKE (2017)
 DK1073
 DK1073                         *CURRENT SURVEY CONTROL
 DK1073  ______________________________________________________________________
 DK1073* NAD 83(1986) POSITION- 33 27 15.     (N) 091 15 46.     (W)   SCALED
 DK1073* NAVD 88 ORTHO HEIGHT -    39.41  (+/-2cm)      129.3   (feet) VERTCON3
 DK1073  ______________________________________________________________________
 DK1073  GEOID HEIGHT    -        -26.357 (meters)                     GEOID18
 DK1073  VERT ORDER      -  ? (See Below)
 DK1073
 DK1073.The horizontal coordinates were scaled from a 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
 DK1073.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1073.GEOID18 height accuracy estimate available here.
 DK1073
 DK1073.The vertical order pertains to the NGVD 29 superseded value.
 DK1073
 DK1073.Click photographs - Photos may exist for this station.
 DK1073
 DK1073;                    North         East    Units  Estimated Accuracy
 DK1073;SPC AR S     -   487,590.      468,540.      MT  (+/- 180 meters Scaled)
 DK1073
 DK1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT614029(NAD 83)
 DK1073
 DK1073                          SUPERSEDED SURVEY CONTROL
 DK1073
 DK1073  NGVD 29 (11/26/84)   39.459  (m)          129.46   (f) ADJUSTED       
 DK1073
 DK1073.Superseded values are not recommended for survey control.
 DK1073
 DK1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1073.See file dsdata.pdf to determine how the superseded data were derived.
 DK1073
 DK1073_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1073_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1073_MARK LOGO: USACE
 DK1073_MAGNETIC: P = MARKER IS A STEEL PIPE
 DK1073_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1073
 DK1073  HISTORY     - Date     Condition        Report By
 DK1073  HISTORY     - UNK      MONUMENTED       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1485 ***********************************************************************
 EH1485  DESIGNATION -  31 RWM
 EH1485  PID         -  EH1485
 EH1485  STATE/COUNTY-  AR/MONROE
 EH1485  COUNTRY     -  US
 EH1485  USGS QUAD   -  TURNER (2017)
 EH1485
 EH1485                         *CURRENT SURVEY CONTROL
 EH1485  ______________________________________________________________________
 EH1485* NAD 83(1986) POSITION- 34 26 34.     (N) 091 02 25.     (W)   SCALED
 EH1485* NAVD 88 ORTHO HEIGHT -    50.904 (meters)      167.01  (feet) ADJUSTED
 EH1485  ______________________________________________________________________
 EH1485  GEOID HEIGHT    -        -26.848 (meters)                     GEOID18
 EH1485  DYNAMIC HEIGHT  -         50.854 (meters)      166.84  (feet) COMP
 EH1485  MODELED GRAVITY -    979,668.0   (mgal)                       NAVD 88
 EH1485
 EH1485  VERT ORDER      -  FIRST     CLASS II
 EH1485
 EH1485.The horizontal coordinates were scaled from a map and have
 EH1485.an estimated accuracy of +/- 6 seconds.
 EH1485
 EH1485.The orthometric height was determined by differential leveling and
 EH1485.adjusted by the NATIONAL GEODETIC SURVEY
 EH1485.in August 1993.
 EH1485
 EH1485.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1485.GEOID18 height accuracy estimate available here.
 EH1485
 EH1485.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU800129(NAD 83)
 EH1485
 EH1485                          SUPERSEDED SURVEY CONTROL
 EH1485
 EH1485  NAVD 88 (06/15/91)   50.890  (m)          166.96   (f) SUPERSEDED  1 2
 EH1485  NGVD 29 (11/26/84)   50.933  (m)          167.10   (f) ADJUSTED    1 2
 EH1485
 EH1485.Superseded values are not recommended for survey control.
 EH1485
 EH1485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1485.See file dsdata.pdf to determine how the superseded data were derived.
 EH1485
 EH1485_MARKER: DD = SURVEY DISK
 EH1485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1485_STAMPING: 31 RWM 1965
 EH1485_MARK LOGO: USGS
 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 = MARCH 20, 2026 22:17:28 EDT
 DK1129 ***********************************************************************
 DK1129  DESIGNATION -  3100 A CAP
 DK1129  PID         -  DK1129
 DK1129  STATE/COUNTY-  AR/CHICOT
 DK1129  COUNTRY     -  US
 DK1129  USGS QUAD   -  EMINENCE (2017)
 DK1129
 DK1129                         *CURRENT SURVEY CONTROL
 DK1129  ______________________________________________________________________
 DK1129* NAD 83(1986) POSITION- 33 09 49.     (N) 091 07 49.     (W)   SCALED
 DK1129* NAVD 88 ORTHO HEIGHT -    36.88  (+/-2cm)      121.0   (feet) VERTCON3
 DK1129  ______________________________________________________________________
 DK1129  GEOID HEIGHT    -        -26.195 (meters)                     GEOID18
 DK1129  VERT ORDER      -  ? (See Below)
 DK1129
 DK1129.The horizontal coordinates were scaled from a 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
 DK1129.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1129.GEOID18 height accuracy estimate available here.
 DK1129
 DK1129.The vertical order pertains to the NGVD 29 superseded value.
 DK1129
 DK1129.Click photographs - Photos may exist for this station.
 DK1129
 DK1129;                    North         East    Units  Estimated Accuracy
 DK1129;SPC AR S     -   455,460.      481,130.      MT  (+/- 180 meters Scaled)
 DK1129
 DK1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS743709(NAD 83)
 DK1129
 DK1129                          SUPERSEDED SURVEY CONTROL
 DK1129
 DK1129  NGVD 29 (11/26/84)   36.930  (m)          121.16   (f) ADJUSTED       
 DK1129
 DK1129.Superseded values are not recommended for survey control.
 DK1129
 DK1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1129.See file dsdata.pdf to determine how the superseded data were derived.
 DK1129
 DK1129_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1129_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1129_MARK LOGO: USACE
 DK1129_MAGNETIC: P = MARKER IS A STEEL PIPE
 DK1129_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1129
 DK1129  HISTORY     - Date     Condition        Report By
 DK1129  HISTORY     - UNK      MONUMENTED       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 DK1131 ***********************************************************************
 DK1131  DESIGNATION -  3150 A CAP
 DK1131  PID         -  DK1131
 DK1131  STATE/COUNTY-  AR/CHICOT
 DK1131  COUNTRY     -  US
 DK1131  USGS QUAD   -  EMINENCE (2017)
 DK1131
 DK1131                         *CURRENT SURVEY CONTROL
 DK1131  ______________________________________________________________________
 DK1131* NAD 83(1986) POSITION- 33 09 31.     (N) 091 08 41.     (W)   SCALED
 DK1131* NAVD 88 ORTHO HEIGHT -    36.33  (+/-2cm)      119.2   (feet) VERTCON3
 DK1131  ______________________________________________________________________
 DK1131  GEOID HEIGHT    -        -26.172 (meters)                     GEOID18
 DK1131  VERT ORDER      -  ? (See Below)
 DK1131
 DK1131.The horizontal coordinates were scaled from a 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
 DK1131.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1131.GEOID18 height accuracy estimate available here.
 DK1131
 DK1131.The vertical order pertains to the NGVD 29 superseded value.
 DK1131
 DK1131.Click photographs - Photos may exist for this station.
 DK1131
 DK1131;                    North         East    Units  Estimated Accuracy
 DK1131;SPC AR S     -   454,900.      479,790.      MT  (+/- 180 meters Scaled)
 DK1131
 DK1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS730704(NAD 83)
 DK1131
 DK1131                          SUPERSEDED SURVEY CONTROL
 DK1131
 DK1131  NGVD 29 (11/26/84)   36.380  (m)          119.36   (f) ADJUSTED       
 DK1131
 DK1131.Superseded values are not recommended for survey control.
 DK1131
 DK1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1131.See file dsdata.pdf to determine how the superseded data were derived.
 DK1131
 DK1131_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1131_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1131_MARK LOGO: USACE
 DK1131_MAGNETIC: P = MARKER IS A STEEL PIPE
 DK1131_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1131
 DK1131  HISTORY     - Date     Condition        Report By
 DK1131  HISTORY     - UNK      MONUMENTED       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 DL0471 ***********************************************************************
 DL0471  DESIGNATION -  316
 DL0471  PID         -  DL0471
 DL0471  STATE/COUNTY-  AR/NEVADA
 DL0471  COUNTRY     -  US
 DL0471  USGS QUAD   -  PRESCOTT WEST (2017)
 DL0471
 DL0471                         *CURRENT SURVEY CONTROL
 DL0471  ______________________________________________________________________
 DL0471* NAD 83(1986) POSITION- 33 47 59.     (N) 093 22 50.     (W)   SCALED
 DL0471* NAVD 88 ORTHO HEIGHT -    96.547 (meters)      316.75  (feet) ADJUSTED
 DL0471  ______________________________________________________________________
 DL0471  GEOID HEIGHT    -        -26.829 (meters)                     GEOID18
 DL0471  DYNAMIC HEIGHT  -         96.448 (meters)      316.43  (feet) COMP
 DL0471  MODELED GRAVITY -    979,606.8   (mgal)                       NAVD 88
 DL0471
 DL0471  VERT ORDER      -  SECOND    CLASS 0
 DL0471
 DL0471.The horizontal coordinates were scaled from a map and have
 DL0471.an estimated accuracy of +/- 6 seconds.
 DL0471
 DL0471.The orthometric height was determined by differential leveling and
 DL0471.adjusted by the NATIONAL GEODETIC SURVEY
 DL0471.in June 1991.
 DL0471
 DL0471.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0471.GEOID18 height accuracy estimate available here.
 DL0471
 DL0471.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT647400(NAD 83)
 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
 DL0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0471.See file dsdata.pdf to determine how the superseded data were derived.
 DL0471
 DL0471_MARKER: DB = BENCH MARK DISK
 DL0471_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DL0471_STAMPING: H.S. 316
 DL0471_MARK LOGO: USGS
 DL0471_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0471
 DL0471  HISTORY     - Date     Condition        Report By
 DL0471  HISTORY     - 1900     MONUMENTED       USGS
 DL0471  HISTORY     - 1935     GOOD             CGS
 DL0471  HISTORY     - 1963     MARK NOT FOUND   CGS
 DL0471
 DL0471                          STATION DESCRIPTION
 DL0471
 DL0471'DESCRIBED BY COAST AND 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 AND 6 FEET SOUTHWEST OF PIPE FENCE.  TABLET
 DL0471'SET IN TOP OF STONE POST.
 DL0471
 DL0471                          STATION RECOVERY (1963)
 DL0471
 DL0471'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 DL0471'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0472 ***********************************************************************
 DL0472  DESIGNATION -  318
 DL0472  PID         -  DL0472
 DL0472  STATE/COUNTY-  AR/NEVADA
 DL0472  COUNTRY     -  US
 DL0472  USGS QUAD   -  PRESCOTT WEST (2017)
 DL0472
 DL0472                         *CURRENT SURVEY CONTROL
 DL0472  ______________________________________________________________________
 DL0472* NAD 83(1986) POSITION- 33 48 00.     (N) 093 22 50.     (W)   SCALED
 DL0472* NAVD 88 ORTHO HEIGHT -    97.503 (meters)      319.89  (feet) ADJUSTED
 DL0472  ______________________________________________________________________
 DL0472  GEOID HEIGHT    -        -26.830 (meters)                     GEOID18
 DL0472  DYNAMIC HEIGHT  -         97.403 (meters)      319.56  (feet) COMP
 DL0472  MODELED GRAVITY -    979,606.9   (mgal)                       NAVD 88
 DL0472
 DL0472  VERT ORDER      -  SECOND    CLASS 0
 DL0472
 DL0472.The horizontal coordinates were scaled from a map and have
 DL0472.an estimated accuracy of +/- 6 seconds.
 DL0472
 DL0472.The orthometric height was determined by differential leveling and
 DL0472.adjusted by the NATIONAL GEODETIC SURVEY
 DL0472.in June 1991.
 DL0472
 DL0472.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0472.GEOID18 height accuracy estimate available here.
 DL0472
 DL0472.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT647400(NAD 83)
 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
 DL0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0472.See file dsdata.pdf to determine how the superseded data were derived.
 DL0472
 DL0472_MARKER: DB = BENCH MARK DISK
 DL0472_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DL0472_STAMPING: H.S. 318
 DL0472_MARK LOGO: USGS
 DL0472_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0472
 DL0472  HISTORY     - Date     Condition        Report By
 DL0472  HISTORY     - 1900     MONUMENTED       USGS
 DL0472  HISTORY     - 1935     GOOD             CGS
 DL0472  HISTORY     - 1963     GOOD             CGS
 DL0472  HISTORY     - 20160120 MARK NOT FOUND   ARHD
 DL0472
 DL0472                          STATION DESCRIPTION
 DL0472
 DL0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DL0472'IN PRESCOTT.  MERIDIAN MARK.  79.7 FEET NORTHWEST OF NORTH CORNER OF
 DL0472'NEVADA COUNTY COURTHOUSE, 48.6 FEET NORTHEAST OF CENTERLINE OF WALK TO
 DL0472'NORTHWEST ENTRANCE, 29.8 FEET NORTHEAST OF OAK TREE 4 FT. IN DIAMETER
 DL0472'AT 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 COAST AND GEODETIC SURVEY 1963
 DL0472'RECOVERED IN GOOD CONDITION.
 DL0472
 DL0472                          STATION RECOVERY (2016)
 DL0472
 DL0472'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (BAB)
 DL0472'NO LONGER THERE PER GROUNDS KEEPER.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK1074 ***********************************************************************
 DK1074  DESIGNATION -  32 M BOLT
 DK1074  PID         -  DK1074
 DK1074  STATE/COUNTY-  AR/CHICOT
 DK1074  COUNTRY     -  US
 DK1074  USGS QUAD   -  LUNA (2017)
 DK1074
 DK1074                         *CURRENT SURVEY CONTROL
 DK1074  ______________________________________________________________________
 DK1074* NAD 83(1986) POSITION- 33 25 58.     (N) 091 14 24.     (W)   SCALED
 DK1074* NAVD 88 ORTHO HEIGHT -    38.40  (+/-2cm)      126.0   (feet) VERTCON3
 DK1074  ______________________________________________________________________
 DK1074  GEOID HEIGHT    -        -26.374 (meters)                     GEOID18
 DK1074  VERT ORDER      -  ? (See Below)
 DK1074
 DK1074.The horizontal coordinates were scaled from a 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
 DK1074.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1074.GEOID18 height accuracy estimate available here.
 DK1074
 DK1074.The vertical order pertains to the NGVD 29 superseded value.
 DK1074
 DK1074.Click photographs - Photos may exist for this station.
 DK1074
 DK1074;                    North         East    Units  Estimated Accuracy
 DK1074;SPC AR S     -   485,230.      470,670.      MT  (+/- 180 meters Scaled)
 DK1074
 DK1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT636006(NAD 83)
 DK1074
 DK1074                          SUPERSEDED SURVEY CONTROL
 DK1074
 DK1074  NGVD 29 (11/26/84)   38.437  (m)          126.11   (f) ADJUSTED       
 DK1074
 DK1074.Superseded values are not recommended for survey control.
 DK1074
 DK1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1074.See file dsdata.pdf to determine how the superseded data were derived.
 DK1074
 DK1074_MARKER: B = BOLT
 DK1074_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK1074_SP_SET: UNDERGROUND STONE
 DK1074_PROJECTION: RECESSED 91 CENTIMETERS
 DK1074_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1074
 DK1074  HISTORY     - Date     Condition        Report By
 DK1074  HISTORY     - UNK      MONUMENTED       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0115 ***********************************************************************
 EJ0115  DESIGNATION -  32 RM 1
 EJ0115  PID         -  EJ0115
 EJ0115  STATE/COUNTY-  AR/PULASKI
 EJ0115  COUNTRY     -  US
 EJ0115  USGS QUAD   -  SWEET HOME (2017)
 EJ0115
 EJ0115                         *CURRENT SURVEY CONTROL
 EJ0115  ______________________________________________________________________
 EJ0115* NAD 83(1986) POSITION- 34 41 04.     (N) 092 14 12.     (W)   SCALED
 EJ0115* NAVD 88 ORTHO HEIGHT -    76.664 (meters)      251.52  (feet) POSTED
 EJ0115  ______________________________________________________________________
 EJ0115  GEOID HEIGHT    -        -26.557 (meters)                     GEOID18
 EJ0115  DYNAMIC HEIGHT  -         76.59  (meters)      251.3   (feet) COMP
 EJ0115  MODELED GRAVITY -    979,692.3   (mgal)                       NAVD 88
 EJ0115
 EJ0115  VERT ORDER      -  * POSTED, SEE BELOW
 EJ0115
 EJ0115.The horizontal coordinates were scaled from a 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
 EJ0115.* This is a POSTED BENCH MARK height.
 EJ0115
 EJ0115.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0115.GEOID18 height accuracy estimate available here.
 EJ0115
 EJ0115.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU699383(NAD 83)
 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
 EJ0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0115.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0115
 EJ0115_MARKER: DR = REFERENCE MARK DISK
 EJ0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0115_STAMPING: 32
 EJ0115_MARK LOGO: USACE
 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       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1474 ***********************************************************************
 EH1474  DESIGNATION -  32 RWM
 EH1474  PID         -  EH1474
 EH1474  STATE/COUNTY-  AR/MONROE
 EH1474  COUNTRY     -  US
 EH1474  USGS QUAD   -  TURNER (2017)
 EH1474
 EH1474                         *CURRENT SURVEY CONTROL
 EH1474  ______________________________________________________________________
 EH1474* NAD 83(1986) POSITION- 34 24 15.     (N) 091 05 21.     (W)   SCALED
 EH1474* NAVD 88 ORTHO HEIGHT -    49.932 (meters)      163.82  (feet) ADJUSTED
 EH1474  ______________________________________________________________________
 EH1474  GEOID HEIGHT    -        -26.785 (meters)                     GEOID18
 EH1474  DYNAMIC HEIGHT  -         49.884 (meters)      163.66  (feet) COMP
 EH1474  MODELED GRAVITY -    979,666.0   (mgal)                       NAVD 88
 EH1474
 EH1474  VERT ORDER      -  FIRST     CLASS II
 EH1474
 EH1474.The horizontal coordinates were scaled from a map and have
 EH1474.an estimated accuracy of +/- 6 seconds.
 EH1474
 EH1474.The orthometric height was determined by differential leveling and
 EH1474.adjusted by the NATIONAL GEODETIC SURVEY
 EH1474.in August 1993.
 EH1474
 EH1474.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1474.GEOID18 height accuracy estimate available here.
 EH1474
 EH1474.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU756086(NAD 83)
 EH1474
 EH1474                          SUPERSEDED SURVEY CONTROL
 EH1474
 EH1474  NAVD 88 (06/15/91)   49.916  (m)          163.77   (f) SUPERSEDED  1 2
 EH1474  NGVD 29 (11/26/84)   49.961  (m)          163.91   (f) ADJUSTED    1 2
 EH1474
 EH1474.Superseded values are not recommended for survey control.
 EH1474
 EH1474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1474.See file dsdata.pdf to determine how the superseded data were derived.
 EH1474
 EH1474_MARKER: DD = SURVEY DISK
 EH1474_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH1474_SP_SET: ABUTMENT
 EH1474_STAMPING: 32 RWM 1965
 EH1474_MARK LOGO: USGS
 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 = MARCH 20, 2026 22:17:28 EDT
 DK1132 ***********************************************************************
 DK1132  DESIGNATION -  3200 A CAP
 DK1132  PID         -  DK1132
 DK1132  STATE/COUNTY-  AR/CHICOT
 DK1132  COUNTRY     -  US
 DK1132  USGS QUAD   -  EMINENCE (2017)
 DK1132
 DK1132                         *CURRENT SURVEY CONTROL
 DK1132  ______________________________________________________________________
 DK1132* NAD 83(1986) POSITION- 33 09 41.     (N) 091 09 39.     (W)   SCALED
 DK1132* NAVD 88 ORTHO HEIGHT -    35.38  (+/-2cm)      116.1   (feet) VERTCON3
 DK1132  ______________________________________________________________________
 DK1132  GEOID HEIGHT    -        -26.149 (meters)                     GEOID18
 DK1132  VERT ORDER      -  ? (See Below)
 DK1132
 DK1132.The horizontal coordinates were scaled from a 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
 DK1132.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1132.GEOID18 height accuracy estimate available here.
 DK1132
 DK1132.The vertical order pertains to the NGVD 29 superseded value.
 DK1132
 DK1132.Click photographs - Photos may exist for this station.
 DK1132
 DK1132;                    North         East    Units  Estimated Accuracy
 DK1132;SPC AR S     -   455,190.      478,280.      MT  (+/- 180 meters Scaled)
 DK1132
 DK1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS715706(NAD 83)
 DK1132
 DK1132                          SUPERSEDED SURVEY CONTROL
 DK1132
 DK1132  NGVD 29 (11/26/84)   35.431  (m)          116.24   (f) ADJUSTED       
 DK1132
 DK1132.Superseded values are not recommended for survey control.
 DK1132
 DK1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1132.See file dsdata.pdf to determine how the superseded data were derived.
 DK1132
 DK1132_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1132_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1132_MARK LOGO: USACE
 DK1132_MAGNETIC: P = MARKER IS A STEEL PIPE
 DK1132_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1132
 DK1132  HISTORY     - Date     Condition        Report By
 DK1132  HISTORY     - UNK      MONUMENTED       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1172 ***********************************************************************
 FG1172  DESIGNATION -  322.1
 FG1172  PID         -  FG1172
 FG1172  STATE/COUNTY-  AR/POPE
 FG1172  COUNTRY     -  US
 FG1172  USGS QUAD   -  DARDANELLE (2017)
 FG1172
 FG1172                         *CURRENT SURVEY CONTROL
 FG1172  ______________________________________________________________________
 FG1172* NAD 83(1986) POSITION- 35 13 29.     (N) 093 08 52.     (W)   SCALED
 FG1172* NAVD 88 ORTHO HEIGHT -    98.961 (meters)      324.67  (feet) ADJUSTED
 FG1172  ______________________________________________________________________
 FG1172  GEOID HEIGHT    -        -29.242 (meters)                     GEOID18
 FG1172  DYNAMIC HEIGHT  -         98.866 (meters)      324.36  (feet) COMP
 FG1172  MODELED GRAVITY -    979,680.7   (mgal)                       NAVD 88
 FG1172
 FG1172  VERT ORDER      -  SECOND    CLASS 0
 FG1172
 FG1172.The horizontal coordinates were scaled from a map and have
 FG1172.an estimated accuracy of +/- 6 seconds.
 FG1172
 FG1172.The orthometric height was determined by differential leveling and
 FG1172.adjusted by the NATIONAL GEODETIC SURVEY
 FG1172.in June 1991.
 FG1172
 FG1172.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1172.GEOID18 height accuracy estimate available here.
 FG1172
 FG1172.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU865979(NAD 83)
 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
 FG1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1172.See file dsdata.pdf to determine how the superseded data were derived.
 FG1172
 FG1172_MARKER: DD = SURVEY DISK
 FG1172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1172_STAMPING: 322.1
 FG1172_MARK LOGO: USWB
 FG1172_PROJECTION: RECESSED 10 CENTIMETERS
 FG1172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1172+STABILITY: SURFACE MOTION
 FG1172
 FG1172  HISTORY     - Date     Condition        Report By
 FG1172  HISTORY     - UNK      MONUMENTED       USWB
 FG1172  HISTORY     - 1961     GOOD             CGS
 FG1172  HISTORY     - 20221220 MARK NOT FOUND   ARHD
 FG1172
 FG1172                          STATION DESCRIPTION
 FG1172
 FG1172'DESCRIBED BY COAST AND 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.
 FG1172
 FG1172                          STATION RECOVERY (2022)
 FG1172
 FG1172'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2022 (CW)
 FG1172'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DP8082 ***********************************************************************
 DP8082  DESIGNATION -  327 RESET
 DP8082  PID         -  DP8082
 DP8082  STATE/COUNTY-  AR/SEBASTIAN
 DP8082  COUNTRY     -  US
 DP8082  USGS QUAD   -  BARLING (2017)
 DP8082
 DP8082                         *CURRENT SURVEY CONTROL
 DP8082  ______________________________________________________________________
 DP8082* NAD 83(1986) POSITION- 35 19 08.6    (N) 094 17 14.3    (W)   HD_HELD2
 DP8082* NAVD 88 ORTHO HEIGHT -   122.991 (meters)      403.51  (feet) ADJUSTED
 DP8082  ______________________________________________________________________
 DP8082  GEOID HEIGHT    -        -30.201 (meters)                     GEOID18
 DP8082  DYNAMIC HEIGHT  -        122.874 (meters)      403.13  (feet) COMP
 DP8082  MODELED GRAVITY -    979,685.9   (mgal)                       NAVD 88
 DP8082
 DP8082  VERT ORDER      -  FIRST     CLASS II
 DP8082
 DP8082.The horizontal coordinates were established by autonomous hand held GPS
 DP8082.observations and have an estimated accuracy of +/- 10 meters.
 DP8082
 DP8082.The orthometric height was determined by differential leveling and
 DP8082.adjusted by the NATIONAL GEODETIC SURVEY
 DP8082.in November 2015.
 DP8082
 DP8082.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8082.GEOID18 height accuracy estimate available here.
 DP8082
 DP8082.Click photographs - Photos may exist for this station.
 DP8082
 DP8082.The dynamic height is computed by dividing the NAVD 88
 DP8082.geopotential number by the normal gravity value computed on the
 DP8082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8082.degrees latitude (g = 980.6199 gals.).
 DP8082
 DP8082.The modeled gravity was interpolated from observed gravity values.
 DP8082
 DP8082;                    North         East    Units  Estimated Accuracy
 DP8082;SPC AR N     -   111,773.      192,040.      MT  (+/- 10 meters HH2 GPS)
 DP8082
 DP8082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV8298509186(NAD 83)
 DP8082
 DP8082                          SUPERSEDED SURVEY CONTROL
 DP8082
 DP8082.No superseded survey control is available for this station.
 DP8082
 DP8082_MARKER: DU = BOUNDARY MARKER
 DP8082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8082_STAMPING: F.C. BDY 327 RESET PLS 1206 1998
 DP8082_MARK LOGO: USACEL
 DP8082_PROJECTION: FLUSH
 DP8082_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP8082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP8082+STABILITY: SURFACE MOTION
 DP8082_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8082+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2015
 DP8082
 DP8082  HISTORY     - Date     Condition        Report By
 DP8082  HISTORY     - 19980128 MONUMENTED       USACEL
 DP8082  HISTORY     - 20150108 GOOD             ARHD
 DP8082
 DP8082                          STATION DESCRIPTION
 DP8082
 DP8082'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 DP8082'THE STATION IS LOCATED ABOUT 6.6 MI (10.6 KM) WEST OF LAVACA, 6.5 MI
 DP8082'(10.5 KM) EAST OF SOUTH FORT SMITH AND 0.9 MI (1.4 KM) EAST-SOUTHEAST
 DP8082'OF BARLING.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DP8082'
 DP8082'TO REACH FROM THE INTERSECTION OF US I-49 AND STATE HIGHWAY 22, GO
 DP8082'EAST ON HIGHWAY 22 FOR 0.4 MI (0.6 KM) TO THE STATION ON THE LEFT.
 DP8082'
 DP8082'IT IS 64 FT (19.5 M) NORTHEAST OF THE INTERSECTION OF A PAVED ROAD, 50
 DP8082'FT (15.2 M) NORTH OF THE CENTERLINE OF THE RAIL ROAD TRACKS, 46 FT
 DP8082'(14.0 M) EAST OF A TELEPHONE BOX AND 1 FT (0.3 M) WEST OF A WITNESS
 DP8082'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DM0138 ***********************************************************************
 DM0138  DESIGNATION -  329
 DM0138  PID         -  DM0138
 DM0138  STATE/COUNTY-  AR/MILLER
 DM0138  COUNTRY     -  US
 DM0138  USGS QUAD   -  TEXARKANA (2019)
 DM0138
 DM0138                         *CURRENT SURVEY CONTROL
 DM0138  ______________________________________________________________________
 DM0138* NAD 83(1986) POSITION- 33 25 34.1    (N) 094 02 17.6    (W)   HD_HELD2
 DM0138* NAVD 88 ORTHO HEIGHT -   100.448 (meters)      329.55  (feet) ADJUSTED
 DM0138  ______________________________________________________________________
 DM0138  GEOID HEIGHT    -        -26.912 (meters)                     GEOID18
 DM0138  DYNAMIC HEIGHT  -        100.341 (meters)      329.20  (feet) COMP
 DM0138  MODELED GRAVITY -    979,572.6   (mgal)                       NAVD 88
 DM0138
 DM0138  VERT ORDER      -  FIRST     CLASS II
 DM0138
 DM0138.The horizontal coordinates were established by autonomous hand held GPS
 DM0138.observations and have an estimated accuracy of +/- 10 meters.
 DM0138
 DM0138.The orthometric height was determined by differential leveling and
 DM0138.adjusted by the NATIONAL GEODETIC SURVEY
 DM0138.in January 2026.
 DM0138
 DM0138.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM0138.GEOID18 height accuracy estimate available here.
 DM0138
 DM0138.Click photographs - Photos may exist for this station.
 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     -   486,123.      210,460.      MT  (+/- 10 meters HH2 GPS)
 DM0138
 DM0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS0348099012(NAD 83)
 DM0138
 DM0138                          SUPERSEDED SURVEY CONTROL
 DM0138
 DM0138  NAVD 88 (06/15/91)  100.471  (m)          329.63   (f) SUPERSEDED  1 2
 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
 DM0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0138.See file dsdata.pdf to determine how the superseded data were derived.
 DM0138
 DM0138_MARKER: DB = BENCH MARK DISK
 DM0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0138_STAMPING: 329 18 ADJ 1903 1905
 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM0138+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2025
 DM0138
 DM0138  HISTORY     - Date     Condition        Report By
 DM0138  HISTORY     - 1905     MONUMENTED       USGS
 DM0138  HISTORY     - 1932     GOOD             CGS
 DM0138  HISTORY     - 1963     GOOD             CGS
 DM0138  HISTORY     - 1985     GOOD             NGS
 DM0138  HISTORY     - 19971025 GOOD             USPSQD
 DM0138  HISTORY     - 20100529 GOOD             GEOCAC
 DM0138  HISTORY     - 20250403 GOOD             ARHD
 DM0138
 DM0138                          STATION DESCRIPTION
 DM0138
 DM0138'DESCRIBED BY COAST AND 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 COAST AND 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.
 DM0138
 DM0138                          STATION RECOVERY (2010)
 DM0138
 DM0138'RECOVERY NOTE BY GEOCACHING 2010 (LPC)
 DM0138'RECOVERED IN GOOD CONDITION.
 DM0138
 DM0138                          STATION RECOVERY (2025)
 DM0138
 DM0138'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2025 (JH)
 DM0138'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK1078 ***********************************************************************
 DK1078  DESIGNATION -  33 M BOLT
 DK1078  PID         -  DK1078
 DK1078  STATE/COUNTY-  AR/CHICOT
 DK1078  COUNTRY     -  US
 DK1078  USGS QUAD   -  LUNA (2017)
 DK1078
 DK1078                         *CURRENT SURVEY CONTROL
 DK1078  ______________________________________________________________________
 DK1078* NAD 83(1986) POSITION- 33 24 23.     (N) 091 12 59.     (W)   SCALED
 DK1078* NAVD 88 ORTHO HEIGHT -    37.63  (+/-2cm)      123.5   (feet) VERTCON3
 DK1078  ______________________________________________________________________
 DK1078  GEOID HEIGHT    -        -26.382 (meters)                     GEOID18
 DK1078  VERT ORDER      -  ? (See Below)
 DK1078
 DK1078.The horizontal coordinates were scaled from a 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
 DK1078.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1078.GEOID18 height accuracy estimate available here.
 DK1078
 DK1078.The vertical order pertains to the NGVD 29 superseded value.
 DK1078
 DK1078.Click photographs - Photos may exist for this station.
 DK1078
 DK1078;                    North         East    Units  Estimated Accuracy
 DK1078;SPC AR S     -   482,320.      472,890.      MT  (+/- 180 meters Scaled)
 DK1078
 DK1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS658977(NAD 83)
 DK1078
 DK1078                          SUPERSEDED SURVEY CONTROL
 DK1078
 DK1078  NGVD 29 (11/26/84)   37.658  (m)          123.55   (f) ADJUSTED       
 DK1078
 DK1078.Superseded values are not recommended for survey control.
 DK1078
 DK1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1078.See file dsdata.pdf to determine how the superseded data were derived.
 DK1078
 DK1078_MARKER: B = BOLT
 DK1078_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK1078_SP_SET: UNDERGROUND STONE
 DK1078_PROJECTION: RECESSED 91 CENTIMETERS
 DK1078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1078
 DK1078  HISTORY     - Date     Condition        Report By
 DK1078  HISTORY     - UNK      MONUMENTED       USACE
 DK1078  HISTORY     - 1934     GOOD             CGS
 DK1078
 DK1078                          STATION DESCRIPTION
 DK1078
 DK1078'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 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 = MARCH 20, 2026 22:17:28 EDT
 DK1079 ***********************************************************************
 DK1079  DESIGNATION -  33 M CAP
 DK1079  PID         -  DK1079
 DK1079  STATE/COUNTY-  AR/CHICOT
 DK1079  COUNTRY     -  US
 DK1079  USGS QUAD   -  LUNA (2017)
 DK1079
 DK1079                         *CURRENT SURVEY CONTROL
 DK1079  ______________________________________________________________________
 DK1079* NAD 83(1986) POSITION- 33 24 23.     (N) 091 12 59.     (W)   SCALED
 DK1079* NAVD 88 ORTHO HEIGHT -    38.84  (+/-2cm)      127.4   (feet) VERTCON3
 DK1079  ______________________________________________________________________
 DK1079  GEOID HEIGHT    -        -26.382 (meters)                     GEOID18
 DK1079  VERT ORDER      -  ? (See Below)
 DK1079
 DK1079.The horizontal coordinates were scaled from a 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
 DK1079.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1079.GEOID18 height accuracy estimate available here.
 DK1079
 DK1079.The vertical order pertains to the NGVD 29 superseded value.
 DK1079
 DK1079.Click photographs - Photos may exist for this station.
 DK1079
 DK1079;                    North         East    Units  Estimated Accuracy
 DK1079;SPC AR S     -   482,320.      472,890.      MT  (+/- 180 meters Scaled)
 DK1079
 DK1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS658977(NAD 83)
 DK1079
 DK1079                          SUPERSEDED SURVEY CONTROL
 DK1079
 DK1079  NGVD 29 (11/26/84)   38.875  (m)          127.54   (f) ADJUSTED       
 DK1079
 DK1079.Superseded values are not recommended for survey control.
 DK1079
 DK1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1079.See file dsdata.pdf to determine how the superseded data were derived.
 DK1079
 DK1079_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1079_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1079_MARK LOGO: USACE
 DK1079_MAGNETIC: P = MARKER IS A STEEL PIPE
 DK1079_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1079
 DK1079  HISTORY     - Date     Condition        Report By
 DK1079  HISTORY     - UNK      MONUMENTED       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1113 ***********************************************************************
 EH1113  DESIGNATION -  33.34
 EH1113  PID         -  EH1113
 EH1113  STATE/COUNTY-  AR/PRAIRIE
 EH1113  COUNTRY     -  US
 EH1113  USGS QUAD   -  DE VALLS BLUFF (2017)
 EH1113
 EH1113                         *CURRENT SURVEY CONTROL
 EH1113  ______________________________________________________________________
 EH1113* NAD 83(1986) POSITION- 34 48 37.     (N) 091 25 31.     (W)   SCALED
 EH1113* NAVD 88 ORTHO HEIGHT -    57.618 (meters)      189.04  (feet) ADJUSTED
 EH1113  ______________________________________________________________________
 EH1113  GEOID HEIGHT    -        -26.956 (meters)                     GEOID18
 EH1113  DYNAMIC HEIGHT  -         57.564 (meters)      188.86  (feet) COMP
 EH1113  MODELED GRAVITY -    979,700.1   (mgal)                       NAVD 88
 EH1113
 EH1113  VERT ORDER      -  FIRST     CLASS II
 EH1113
 EH1113.The horizontal coordinates were scaled from a map and have
 EH1113.an estimated accuracy of +/- 6 seconds.
 EH1113
 EH1113.The orthometric height was determined by differential leveling and
 EH1113.adjusted by the NATIONAL GEODETIC SURVEY
 EH1113.in June 1991.
 EH1113
 EH1113.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1113.GEOID18 height accuracy estimate available here.
 EH1113
 EH1113.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU440531(NAD 83)
 EH1113
 EH1113                          SUPERSEDED SURVEY CONTROL
 EH1113
 EH1113  NGVD 29 (11/26/84)   57.619  (m)          189.04   (f) ADJUSTED    1 2
 EH1113
 EH1113.Superseded values are not recommended for survey control.
 EH1113
 EH1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1113.See file dsdata.pdf to determine how the superseded data were derived.
 EH1113
 EH1113_MARKER: P = PIPE CAP
 EH1113_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1113_STAMPING: 33.34
 EH1113_MARK LOGO: USACE
 EH1113_MAGNETIC: P = MARKER IS A STEEL PIPE
 EH1113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1113_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH1113+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2014
 EH1113
 EH1113  HISTORY     - Date     Condition        Report By
 EH1113  HISTORY     - UNK      MONUMENTED       USACE
 EH1113  HISTORY     - 1954     GOOD             CGS
 EH1113  HISTORY     - 20030428 GOOD             USACE
 EH1113  HISTORY     - 20140423 GOOD             ARHD
 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.
 EH1113
 EH1113                          STATION RECOVERY (2014)
 EH1113
 EH1113'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (JDH)
 EH1113'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK1135 ***********************************************************************
 DK1135  DESIGNATION -  3300 A CAP
 DK1135  PID         -  DK1135
 DK1135  STATE/COUNTY-  AR/CHICOT
 DK1135  COUNTRY     -  US
 DK1135  USGS QUAD   -  EMINENCE (2017)
 DK1135
 DK1135                         *CURRENT SURVEY CONTROL
 DK1135  ______________________________________________________________________
 DK1135* NAD 83(1986) POSITION- 33 09 02.     (N) 091 11 26.     (W)   SCALED
 DK1135* NAVD 88 ORTHO HEIGHT -    34.37  (+/-2cm)      112.8   (feet) VERTCON3
 DK1135  ______________________________________________________________________
 DK1135  GEOID HEIGHT    -        -26.103 (meters)                     GEOID18
 DK1135  VERT ORDER      -  ? (See Below)
 DK1135
 DK1135.The horizontal coordinates were scaled from a 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
 DK1135.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1135.GEOID18 height accuracy estimate available here.
 DK1135
 DK1135.The vertical order pertains to the NGVD 29 superseded value.
 DK1135
 DK1135.Click photographs - Photos may exist for this station.
 DK1135
 DK1135;                    North         East    Units  Estimated Accuracy
 DK1135;SPC AR S     -   453,970.      475,520.      MT  (+/- 180 meters Scaled)
 DK1135
 DK1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS687694(NAD 83)
 DK1135
 DK1135                          SUPERSEDED SURVEY CONTROL
 DK1135
 DK1135  NGVD 29 (11/26/84)   34.431  (m)          112.96   (f) ADJUSTED       
 DK1135
 DK1135.Superseded values are not recommended for survey control.
 DK1135
 DK1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1135.See file dsdata.pdf to determine how the superseded data were derived.
 DK1135
 DK1135_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1135_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1135_MARK LOGO: USACE
 DK1135_MAGNETIC: P = MARKER IS A STEEL PIPE
 DK1135_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1135
 DK1135  HISTORY     - Date     Condition        Report By
 DK1135  HISTORY     - UNK      MONUMENTED       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1013 ***********************************************************************
 FG1013  DESIGNATION -  335
 FG1013  PID         -  FG1013
 FG1013  STATE/COUNTY-  AR/POPE
 FG1013  COUNTRY     -  US
 FG1013  USGS QUAD   -  RUSSELLVILLE WEST (2017)
 FG1013
 FG1013                         *CURRENT SURVEY CONTROL
 FG1013  ______________________________________________________________________
 FG1013* NAD 83(1986) POSITION- 35 18 59.     (N) 093 11 21.     (W)   SCALED
 FG1013* NAVD 88 ORTHO HEIGHT -   102.117 (meters)      335.03  (feet) ADJUSTED
 FG1013  ______________________________________________________________________
 FG1013  GEOID HEIGHT    -        -29.213 (meters)                     GEOID18
 FG1013  DYNAMIC HEIGHT  -        102.020 (meters)      334.71  (feet) COMP
 FG1013  MODELED GRAVITY -    979,680.3   (mgal)                       NAVD 88
 FG1013
 FG1013  VERT ORDER      -  FIRST     CLASS II
 FG1013
 FG1013.The horizontal coordinates were scaled from a map and have
 FG1013.an estimated accuracy of +/- 6 seconds.
 FG1013
 FG1013.The orthometric height was determined by differential leveling and
 FG1013.adjusted by the NATIONAL GEODETIC SURVEY
 FG1013.in June 1991.
 FG1013
 FG1013.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1013.GEOID18 height accuracy estimate available here.
 FG1013
 FG1013.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV828081(NAD 83)
 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
 FG1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1013.See file dsdata.pdf to determine how the superseded data were derived.
 FG1013
 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       USACE
 FG1013  HISTORY     - 1932     GOOD             CGS
 FG1013  HISTORY     - 1935     GOOD             CGS
 FG1013  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG1013
 FG1013                          STATION DESCRIPTION
 FG1013
 FG1013'DESCRIBED BY COAST AND 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DK1136 ***********************************************************************
 DK1136  DESIGNATION -  3350 A CAP
 DK1136  PID         -  DK1136
 DK1136  STATE/COUNTY-  AR/CHICOT
 DK1136  COUNTRY     -  US
 DK1136  USGS QUAD   -  EMINENCE (2017)
 DK1136
 DK1136                         *CURRENT SURVEY CONTROL
 DK1136  ______________________________________________________________________
 DK1136* NAD 83(1986) POSITION- 33 08 12.     (N) 091 12 01.     (W)   SCALED
 DK1136* NAVD 88 ORTHO HEIGHT -    34.59  (+/-2cm)      113.5   (feet) VERTCON3
 DK1136  ______________________________________________________________________
 DK1136  GEOID HEIGHT    -        -26.095 (meters)                     GEOID18
 DK1136  VERT ORDER      -  ? (See Below)
 DK1136
 DK1136.The horizontal coordinates were scaled from a 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
 DK1136.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1136.GEOID18 height accuracy estimate available here.
 DK1136
 DK1136.The vertical order pertains to the NGVD 29 superseded value.
 DK1136
 DK1136.Click photographs - Photos may exist for this station.
 DK1136
 DK1136;                    North         East    Units  Estimated Accuracy
 DK1136;SPC AR S     -   452,420.      474,620.      MT  (+/- 180 meters Scaled)
 DK1136
 DK1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS678678(NAD 83)
 DK1136
 DK1136                          SUPERSEDED SURVEY CONTROL
 DK1136
 DK1136  NGVD 29 (11/26/84)   34.659  (m)          113.71   (f) ADJUSTED       
 DK1136
 DK1136.Superseded values are not recommended for survey control.
 DK1136
 DK1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1136.See file dsdata.pdf to determine how the superseded data were derived.
 DK1136
 DK1136_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1136_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1136_MARK LOGO: USACE
 DK1136_MAGNETIC: P = MARKER IS A STEEL PIPE
 DK1136_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1136
 DK1136  HISTORY     - Date     Condition        Report By
 DK1136  HISTORY     - UNK      MONUMENTED       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 DK1082 ***********************************************************************
 DK1082  DESIGNATION -  34 M BOLT
 DK1082  PID         -  DK1082
 DK1082  STATE/COUNTY-  AR/CHICOT
 DK1082  COUNTRY     -  US
 DK1082  USGS QUAD   -  LUNA (2017)
 DK1082
 DK1082                         *CURRENT SURVEY CONTROL
 DK1082  ______________________________________________________________________
 DK1082* NAD 83(1986) POSITION- 33 22 40.     (N) 091 10 49.     (W)   SCALED
 DK1082* NAVD 88 ORTHO HEIGHT -    38.14  (+/-2cm)      125.1   (feet) VERTCON3
 DK1082  ______________________________________________________________________
 DK1082  GEOID HEIGHT    -        -26.398 (meters)                     GEOID18
 DK1082  VERT ORDER      -  ? (See Below)
 DK1082
 DK1082.The horizontal coordinates were scaled from a 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
 DK1082.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1082.GEOID18 height accuracy estimate available here.
 DK1082
 DK1082.The vertical order pertains to the NGVD 29 superseded value.
 DK1082
 DK1082.Click photographs - Photos may exist for this station.
 DK1082
 DK1082;                    North         East    Units  Estimated Accuracy
 DK1082;SPC AR S     -   479,180.      476,280.      MT  (+/- 180 meters Scaled)
 DK1082
 DK1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS692946(NAD 83)
 DK1082
 DK1082                          SUPERSEDED SURVEY CONTROL
 DK1082
 DK1082  NGVD 29 (11/26/84)   38.171  (m)          125.23   (f) ADJUSTED       
 DK1082
 DK1082.Superseded values are not recommended for survey control.
 DK1082
 DK1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1082.See file dsdata.pdf to determine how the superseded data were derived.
 DK1082
 DK1082_MARKER: B = BOLT
 DK1082_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK1082_SP_SET: UNDERGROUND STONE
 DK1082_PROJECTION: RECESSED 91 CENTIMETERS
 DK1082_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1082
 DK1082  HISTORY     - Date     Condition        Report By
 DK1082  HISTORY     - UNK      MONUMENTED       USACE
 DK1082  HISTORY     - 1934     GOOD             CGS
 DK1082
 DK1082                          STATION DESCRIPTION
 DK1082
 DK1082'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 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 = MARCH 20, 2026 22:17:28 EDT
 DK1083 ***********************************************************************
 DK1083  DESIGNATION -  34 M CAP
 DK1083  PID         -  DK1083
 DK1083  STATE/COUNTY-  AR/CHICOT
 DK1083  COUNTRY     -  US
 DK1083  USGS QUAD   -  LUNA (2017)
 DK1083
 DK1083                         *CURRENT SURVEY CONTROL
 DK1083  ______________________________________________________________________
 DK1083* NAD 83(1986) POSITION- 33 22 40.     (N) 091 10 49.     (W)   SCALED
 DK1083* NAVD 88 ORTHO HEIGHT -    39.35  (+/-2cm)      129.1   (feet) VERTCON3
 DK1083  ______________________________________________________________________
 DK1083  GEOID HEIGHT    -        -26.398 (meters)                     GEOID18
 DK1083  VERT ORDER      -  ? (See Below)
 DK1083
 DK1083.The horizontal coordinates were scaled from a 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
 DK1083.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1083.GEOID18 height accuracy estimate available here.
 DK1083
 DK1083.The vertical order pertains to the NGVD 29 superseded value.
 DK1083
 DK1083.Click photographs - Photos may exist for this station.
 DK1083
 DK1083;                    North         East    Units  Estimated Accuracy
 DK1083;SPC AR S     -   479,180.      476,280.      MT  (+/- 180 meters Scaled)
 DK1083
 DK1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS692946(NAD 83)
 DK1083
 DK1083                          SUPERSEDED SURVEY CONTROL
 DK1083
 DK1083  NGVD 29 (11/26/84)   39.384  (m)          129.21   (f) ADJUSTED       
 DK1083
 DK1083.Superseded values are not recommended for survey control.
 DK1083
 DK1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1083.See file dsdata.pdf to determine how the superseded data were derived.
 DK1083
 DK1083_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1083_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1083_MARK LOGO: USACE
 DK1083_PROJECTION: PROJECTING 41 CENTIMETERS
 DK1083_MAGNETIC: P = MARKER IS A STEEL PIPE
 DK1083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1083
 DK1083  HISTORY     - Date     Condition        Report By
 DK1083  HISTORY     - UNK      MONUMENTED       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1608 ***********************************************************************
 EH1608  DESIGNATION -  34/35 REF
 EH1608  PID         -  EH1608
 EH1608  STATE/COUNTY-  AR/JEFFERSON
 EH1608  COUNTRY     -  US
 EH1608  USGS QUAD   -  CADES (2017)
 EH1608
 EH1608                         *CURRENT SURVEY CONTROL
 EH1608  ______________________________________________________________________
 EH1608* NAD 83(1986) POSITION- 34 07 11.     (N) 091 34 43.     (W)   SCALED
 EH1608* NAVD 88 ORTHO HEIGHT -    55.764 (meters)      182.95  (feet) ADJUSTED
 EH1608  ______________________________________________________________________
 EH1608  GEOID HEIGHT    -        -26.056 (meters)                     GEOID18
 EH1608  DYNAMIC HEIGHT  -         55.709 (meters)      182.77  (feet) COMP
 EH1608  MODELED GRAVITY -    979,656.6   (mgal)                       NAVD 88
 EH1608
 EH1608  VERT ORDER      -  FIRST     CLASS II
 EH1608
 EH1608.The horizontal coordinates were scaled from a map and have
 EH1608.an estimated accuracy of +/- 6 seconds.
 EH1608
 EH1608.The orthometric height was determined by differential leveling and
 EH1608.adjusted by the NATIONAL GEODETIC SURVEY
 EH1608.in August 1993.
 EH1608
 EH1608.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1608.GEOID18 height accuracy estimate available here.
 EH1608
 EH1608.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT310763(NAD 83)
 EH1608
 EH1608                          SUPERSEDED SURVEY CONTROL
 EH1608
 EH1608  NAVD 88 (06/15/91)   55.805  (m)          183.09   (f) SUPERSEDED  1 2
 EH1608  NGVD 29 (11/26/84)   55.852  (m)          183.24   (f) ADJUSTED    1 2
 EH1608
 EH1608.Superseded values are not recommended for survey control.
 EH1608
 EH1608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1608.See file dsdata.pdf to determine how the superseded data were derived.
 EH1608
 EH1608_MARKER: P = PIPE CAP
 EH1608_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1608_STAMPING: B M REF 34/35
 EH1608_MARK LOGO: USACE
 EH1608_MAGNETIC: P = MARKER IS A STEEL PIPE
 EH1608_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1608
 EH1608  HISTORY     - Date     Condition        Report By
 EH1608  HISTORY     - UNK      MONUMENTED       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 DK1137 ***********************************************************************
 DK1137  DESIGNATION -  3400 A CAP
 DK1137  PID         -  DK1137
 DK1137  STATE/COUNTY-  AR/CHICOT
 DK1137  COUNTRY     -  US
 DK1137  USGS QUAD   -  EMINENCE (2017)
 DK1137
 DK1137                         *CURRENT SURVEY CONTROL
 DK1137  ______________________________________________________________________
 DK1137* NAD 83(1986) POSITION- 33 07 39.     (N) 091 12 30.     (W)   SCALED
 DK1137* NAVD 88 ORTHO HEIGHT -    33.96  (+/-2cm)      111.4   (feet) VERTCON3
 DK1137  ______________________________________________________________________
 DK1137  GEOID HEIGHT    -        -26.092 (meters)                     GEOID18
 DK1137  VERT ORDER      -  ? (See Below)
 DK1137
 DK1137.The horizontal coordinates were scaled from a 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
 DK1137.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1137.GEOID18 height accuracy estimate available here.
 DK1137
 DK1137.The vertical order pertains to the NGVD 29 superseded value.
 DK1137
 DK1137.Click photographs - Photos may exist for this station.
 DK1137
 DK1137;                    North         East    Units  Estimated Accuracy
 DK1137;SPC AR S     -   451,400.      473,880.      MT  (+/- 180 meters Scaled)
 DK1137
 DK1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS671668(NAD 83)
 DK1137
 DK1137                          SUPERSEDED SURVEY CONTROL
 DK1137
 DK1137  NGVD 29 (11/26/84)   34.028  (m)          111.64   (f) ADJUSTED       
 DK1137
 DK1137.Superseded values are not recommended for survey control.
 DK1137
 DK1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1137.See file dsdata.pdf to determine how the superseded data were derived.
 DK1137
 DK1137_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1137_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1137_MARK LOGO: USACE
 DK1137_MAGNETIC: P = MARKER IS A STEEL PIPE
 DK1137_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1137
 DK1137  HISTORY     - Date     Condition        Report By
 DK1137  HISTORY     - UNK      MONUMENTED       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1012 ***********************************************************************
 FG1012  DESIGNATION -  343
 FG1012  PID         -  FG1012
 FG1012  STATE/COUNTY-  AR/POPE
 FG1012  COUNTRY     -  US
 FG1012  USGS QUAD   -  RUSSELLVILLE WEST (2017)
 FG1012
 FG1012                         *CURRENT SURVEY CONTROL
 FG1012  ______________________________________________________________________
 FG1012* NAD 83(1986) POSITION- 35 19 17.     (N) 093 12 25.     (W)   SCALED
 FG1012* NAVD 88 ORTHO HEIGHT -   104.470 (meters)      342.75  (feet) ADJUSTED
 FG1012  ______________________________________________________________________
 FG1012  GEOID HEIGHT    -        -29.229 (meters)                     GEOID18
 FG1012  DYNAMIC HEIGHT  -        104.370 (meters)      342.42  (feet) COMP
 FG1012  MODELED GRAVITY -    979,679.6   (mgal)                       NAVD 88
 FG1012
 FG1012  VERT ORDER      -  FIRST     CLASS II
 FG1012
 FG1012.The horizontal coordinates were scaled from a map and have
 FG1012.an estimated accuracy of +/- 6 seconds.
 FG1012
 FG1012.The orthometric height was determined by differential leveling and
 FG1012.adjusted by the NATIONAL GEODETIC SURVEY
 FG1012.in June 1991.
 FG1012
 FG1012.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1012.GEOID18 height accuracy estimate available here.
 FG1012
 FG1012.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV811087(NAD 83)
 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
 FG1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1012.See file dsdata.pdf to determine how the superseded data were derived.
 FG1012
 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       USACE
 FG1012  HISTORY     - 1932     GOOD             CGS
 FG1012  HISTORY     - 1959     GOOD             AEROS
 FG1012  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG1012
 FG1012                          STATION DESCRIPTION
 FG1012
 FG1012'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 FG1012'2.6 MI EAST FROM LONDON ON THE MISSOURI PACIFIC R. R.  AT MILE POLE
 FG1012'422/ 32 POLES, IN WEST RETAINING WALL OF BRIDGE NO. 203, 4 FEET NORTH
 FG1012'OF TRACK.  NOTE-BRIDGE 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 = MARCH 20, 2026 22:17:28 EDT
 FG1007 ***********************************************************************
 FG1007  DESIGNATION -  345
 FG1007  PID         -  FG1007
 FG1007  STATE/COUNTY-  AR/POPE
 FG1007  COUNTRY     -  US
 FG1007  USGS QUAD   -  DELAWARE (2017)
 FG1007
 FG1007                         *CURRENT SURVEY CONTROL
 FG1007  ______________________________________________________________________
 FG1007* NAD 83(1986) POSITION- 35 19 36.     (N) 093 15 57.     (W)   SCALED
 FG1007* NAVD 88 ORTHO HEIGHT -   105.028 (meters)      344.58  (feet) ADJUSTED
 FG1007  ______________________________________________________________________
 FG1007  GEOID HEIGHT    -        -29.292 (meters)                     GEOID18
 FG1007  DYNAMIC HEIGHT  -        104.929 (meters)      344.25  (feet) COMP
 FG1007  MODELED GRAVITY -    979,688.8   (mgal)                       NAVD 88
 FG1007
 FG1007  VERT ORDER      -  FIRST     CLASS II
 FG1007
 FG1007.The horizontal coordinates were scaled from a map and have
 FG1007.an estimated accuracy of +/- 6 seconds.
 FG1007
 FG1007.The orthometric height was determined by differential leveling and
 FG1007.adjusted by the NATIONAL GEODETIC SURVEY
 FG1007.in June 1991.
 FG1007
 FG1007.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1007.GEOID18 height accuracy estimate available here.
 FG1007
 FG1007.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV758093(NAD 83)
 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
 FG1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1007.See file dsdata.pdf to determine how the superseded data were derived.
 FG1007
 FG1007_MARKER: Q = CHISELED SQUARE
 FG1007_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FG1007_SP_SET: BRIDGE SEAT
 FG1007_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1007
 FG1007  HISTORY     - Date     Condition        Report By
 FG1007  HISTORY     - UNK      MONUMENTED       USACE
 FG1007  HISTORY     - 1932     GOOD             CGS
 FG1007  HISTORY     - 1984     SEE DESCRIPTION  NGS
 FG1007
 FG1007                          STATION DESCRIPTION
 FG1007
 FG1007'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DK1138 ***********************************************************************
 DK1138  DESIGNATION -  3450 A CAP
 DK1138  PID         -  DK1138
 DK1138  STATE/COUNTY-  AR/CHICOT
 DK1138  COUNTRY     -  US
 DK1138  USGS QUAD   -  READLAND (2017)
 DK1138
 DK1138                         *CURRENT SURVEY CONTROL
 DK1138  ______________________________________________________________________
 DK1138* NAD 83(1986) POSITION- 33 06 50.     (N) 091 12 46.     (W)   SCALED
 DK1138* NAVD 88 ORTHO HEIGHT -    34.37  (+/-2cm)      112.8   (feet) VERTCON3
 DK1138  ______________________________________________________________________
 DK1138  GEOID HEIGHT    -        -26.099 (meters)                     GEOID18
 DK1138  VERT ORDER      -  ? (See Below)
 DK1138
 DK1138.The horizontal coordinates were scaled from a 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
 DK1138.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1138.GEOID18 height accuracy estimate available here.
 DK1138
 DK1138.The vertical order pertains to the NGVD 29 superseded value.
 DK1138
 DK1138.Click photographs - Photos may exist for this station.
 DK1138
 DK1138;                    North         East    Units  Estimated Accuracy
 DK1138;SPC AR S     -   449,890.      473,480.      MT  (+/- 180 meters Scaled)
 DK1138
 DK1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS667653(NAD 83)
 DK1138
 DK1138                          SUPERSEDED SURVEY CONTROL
 DK1138
 DK1138  NGVD 29 (11/26/84)   34.452  (m)          113.03   (f) ADJUSTED       
 DK1138
 DK1138.Superseded values are not recommended for survey control.
 DK1138
 DK1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1138.See file dsdata.pdf to determine how the superseded data were derived.
 DK1138
 DK1138_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1138_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1138_MARK LOGO: USACE
 DK1138_MAGNETIC: P = MARKER IS A STEEL PIPE
 DK1138_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1138
 DK1138  HISTORY     - Date     Condition        Report By
 DK1138  HISTORY     - UNK      MONUMENTED       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0251 ***********************************************************************
 FG0251  DESIGNATION -  35 BLS
 FG0251  PID         -  FG0251
 FG0251  STATE/COUNTY-  AR/CLEBURNE
 FG0251  COUNTRY     -  US
 FG0251  USGS QUAD   -  BARNEY (2017)
 FG0251
 FG0251                         *CURRENT SURVEY CONTROL
 FG0251  ______________________________________________________________________
 FG0251* NAD 83(1986) POSITION- 35 22 19.     (N) 092 09 51.     (W)   SCALED
 FG0251* NAVD 88 ORTHO HEIGHT -   240.210 (meters)      788.09  (feet) ADJUSTED
 FG0251  ______________________________________________________________________
 FG0251  GEOID HEIGHT    -        -27.651 (meters)                     GEOID18
 FG0251  DYNAMIC HEIGHT  -        239.987 (meters)      787.36  (feet) COMP
 FG0251  MODELED GRAVITY -    979,697.1   (mgal)                       NAVD 88
 FG0251
 FG0251  VERT ORDER      -  SECOND    CLASS 0
 FG0251
 FG0251.The horizontal coordinates were scaled from a map and have
 FG0251.an estimated accuracy of +/- 6 seconds.
 FG0251
 FG0251.The orthometric height was determined by differential leveling and
 FG0251.adjusted by the NATIONAL GEODETIC SURVEY
 FG0251.in June 1991.
 FG0251
 FG0251.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0251.GEOID18 height accuracy estimate available here.
 FG0251
 FG0251.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV759146(NAD 83)
 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
 FG0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0251.See file dsdata.pdf to determine how the superseded data were derived.
 FG0251
 FG0251_MARKER: DD = SURVEY DISK
 FG0251_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0251_STAMPING: 35 BLS 1960
 FG0251_MARK LOGO: USGS
 FG0251_PROJECTION: FLUSH
 FG0251_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0251
 FG0251  HISTORY     - Date     Condition        Report By
 FG0251  HISTORY     - 1960     MONUMENTED       USGS
 FG0251  HISTORY     - 1967     GOOD             CGS
 FG0251
 FG0251                          STATION DESCRIPTION
 FG0251
 FG0251'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DK1086 ***********************************************************************
 DK1086  DESIGNATION -  35 M BOLT
 DK1086  PID         -  DK1086
 DK1086  STATE/COUNTY-  AR/CHICOT
 DK1086  COUNTRY     -  US
 DK1086  USGS QUAD   -  RED LEAF (2017)
 DK1086
 DK1086                         *CURRENT SURVEY CONTROL
 DK1086  ______________________________________________________________________
 DK1086* NAD 83(1986) POSITION- 33 22 24.     (N) 091 08 30.     (W)   SCALED
 DK1086* NAVD 88 ORTHO HEIGHT -    36.69  (+/-2cm)      120.4   (feet) VERTCON3
 DK1086  ______________________________________________________________________
 DK1086  GEOID HEIGHT    -        -26.442 (meters)                     GEOID18
 DK1086  VERT ORDER      -  ? (See Below)
 DK1086
 DK1086.The horizontal coordinates were scaled from a 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
 DK1086.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1086.GEOID18 height accuracy estimate available here.
 DK1086
 DK1086.The vertical order pertains to the NGVD 29 superseded value.
 DK1086
 DK1086.Click photographs - Photos may exist for this station.
 DK1086
 DK1086;                    North         East    Units  Estimated Accuracy
 DK1086;SPC AR S     -   478,710.      479,870.      MT  (+/- 180 meters Scaled)
 DK1086
 DK1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS728942(NAD 83)
 DK1086
 DK1086                          SUPERSEDED SURVEY CONTROL
 DK1086
 DK1086  NGVD 29 (11/26/84)   36.733  (m)          120.51   (f) ADJUSTED       
 DK1086
 DK1086.Superseded values are not recommended for survey control.
 DK1086
 DK1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1086.See file dsdata.pdf to determine how the superseded data were derived.
 DK1086
 DK1086_MARKER: B = BOLT
 DK1086_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK1086_SP_SET: UNDERGROUND STONE
 DK1086_PROJECTION: RECESSED 91 CENTIMETERS
 DK1086_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1086
 DK1086  HISTORY     - Date     Condition        Report By
 DK1086  HISTORY     - UNK      MONUMENTED       USACE
 DK1086  HISTORY     - 1934     GOOD             CGS
 DK1086
 DK1086                          STATION DESCRIPTION
 DK1086
 DK1086'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 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 = MARCH 20, 2026 22:17:28 EDT
 DK1087 ***********************************************************************
 DK1087  DESIGNATION -  35 M CAP
 DK1087  PID         -  DK1087
 DK1087  STATE/COUNTY-  AR/CHICOT
 DK1087  COUNTRY     -  US
 DK1087  USGS QUAD   -  RED LEAF (2017)
 DK1087
 DK1087                         *CURRENT SURVEY CONTROL
 DK1087  ______________________________________________________________________
 DK1087* NAD 83(1986) POSITION- 33 22 24.     (N) 091 08 30.     (W)   SCALED
 DK1087* NAVD 88 ORTHO HEIGHT -    37.90  (+/-2cm)      124.3   (feet) VERTCON3
 DK1087  ______________________________________________________________________
 DK1087  GEOID HEIGHT    -        -26.442 (meters)                     GEOID18
 DK1087  VERT ORDER      -  ? (See Below)
 DK1087
 DK1087.The horizontal coordinates were scaled from a 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
 DK1087.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1087.GEOID18 height accuracy estimate available here.
 DK1087
 DK1087.The vertical order pertains to the NGVD 29 superseded value.
 DK1087
 DK1087.Click photographs - Photos may exist for this station.
 DK1087
 DK1087;                    North         East    Units  Estimated Accuracy
 DK1087;SPC AR S     -   478,710.      479,870.      MT  (+/- 180 meters Scaled)
 DK1087
 DK1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS728942(NAD 83)
 DK1087
 DK1087                          SUPERSEDED SURVEY CONTROL
 DK1087
 DK1087  NGVD 29 (11/26/84)   37.947  (m)          124.50   (f) ADJUSTED       
 DK1087
 DK1087.Superseded values are not recommended for survey control.
 DK1087
 DK1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1087.See file dsdata.pdf to determine how the superseded data were derived.
 DK1087
 DK1087_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1087_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1087_MARK LOGO: USACE
 DK1087_MAGNETIC: P = MARKER IS A STEEL PIPE
 DK1087_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1087
 DK1087  HISTORY     - Date     Condition        Report By
 DK1087  HISTORY     - UNK      MONUMENTED       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 DK1139 ***********************************************************************
 DK1139  DESIGNATION -  3500 A BOLT
 DK1139  PID         -  DK1139
 DK1139  STATE/COUNTY-  AR/CHICOT
 DK1139  COUNTRY     -  US
 DK1139  USGS QUAD   -  READLAND (2017)
 DK1139
 DK1139                         *CURRENT SURVEY CONTROL
 DK1139  ______________________________________________________________________
 DK1139* NAD 83(1986) POSITION- 33 06 06.     (N) 091 12 48.     (W)   SCALED
 DK1139* NAVD 88 ORTHO HEIGHT -    34.71  (+/-2cm)      113.9   (feet) VERTCON3
 DK1139  ______________________________________________________________________
 DK1139  GEOID HEIGHT    -        -26.111 (meters)                     GEOID18
 DK1139  VERT ORDER      -  ? (See Below)
 DK1139
 DK1139.The horizontal coordinates were scaled from a 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
 DK1139.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1139.GEOID18 height accuracy estimate available here.
 DK1139
 DK1139.The vertical order pertains to the NGVD 29 superseded value.
 DK1139
 DK1139.Click photographs - Photos may exist for this station.
 DK1139
 DK1139;                    North         East    Units  Estimated Accuracy
 DK1139;SPC AR S     -   448,530.      473,440.      MT  (+/- 180 meters Scaled)
 DK1139
 DK1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS667639(NAD 83)
 DK1139
 DK1139                          SUPERSEDED SURVEY CONTROL
 DK1139
 DK1139  NGVD 29 (11/26/84)   34.788  (m)          114.13   (f) ADJUSTED       
 DK1139
 DK1139.Superseded values are not recommended for survey control.
 DK1139
 DK1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1139.See file dsdata.pdf to determine how the superseded data were derived.
 DK1139
 DK1139_MARKER: B = BOLT
 DK1139_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK1139_SP_SET: UNDERGROUND STONE
 DK1139_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1139
 DK1139  HISTORY     - Date     Condition        Report By
 DK1139  HISTORY     - UNK      MONUMENTED       USACE
 DK1139  HISTORY     - 1934     GOOD             CGS
 DK1139
 DK1139                          STATION DESCRIPTION
 DK1139
 DK1139'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 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 = MARCH 20, 2026 22:17:28 EDT
 DH3687 ***********************************************************************
 DH3687  HT_MOD      -  This is a Height Modernization Survey Station.
 DH3687  DESIGNATION -  3500W04
 DH3687  PID         -  DH3687
 DH3687  STATE/COUNTY-  AR/CRITTENDEN
 DH3687  COUNTRY     -  US
 DH3687  USGS QUAD   -  EDMONDSON (2017)
 DH3687
 DH3687                         *CURRENT SURVEY CONTROL
 DH3687  ______________________________________________________________________
 DH3687* NAD 83(2011) POSITION- 35 00 06.37036(N) 090 20 17.61771(W)   ADJUSTED
 DH3687* NAD 83(2011) ELLIP HT-    34.377 (meters)        (06/27/12)   ADJUSTED
 DH3687* NAD 83(2011) EPOCH   -  2010.00
 DH3687* NAVD 88 ORTHO HEIGHT -    61.53  (meters)      201.9   (feet) GPS OBS
 DH3687  ______________________________________________________________________
 DH3687  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DH3687  GEOID HEIGHT    -        -27.103 (meters)                     GEOID03
 DH3687  GEOID HEIGHT    -        -27.157 (meters)                     GEOID18
 DH3687  NAD 83(2011) X  -    -30,875.459 (meters)                     COMP
 DH3687  NAD 83(2011) Y  - -5,230,251.264 (meters)                     COMP
 DH3687  NAD 83(2011) Z  -  3,638,047.438 (meters)                     COMP
 DH3687  LAPLACE CORR    -         -1.40  (seconds)                    DEFLEC18
 DH3687
 DH3687  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH3687  Standards:
 DH3687         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH3687            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH3687  -------------------------------------------------------------------
 DH3687  NETWORK    1.38   3.43           0.63   0.48   1.75     -0.08586282
 DH3687  -------------------------------------------------------------------
 DH3687  Click here for local accuracies and other accuracy information.
 DH3687
 DH3687.The horizontal coordinates were established by GPS observations
 DH3687.and adjusted by the National Geodetic Survey in June 2012.
 DH3687
 DH3687.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH3687.been affixed to the stable North American tectonic plate. See 
 DH3687.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH3687
 DH3687.The horizontal coordinates are valid at the epoch date displayed above
 DH3687.which is a decimal equivalence of Year/Month/Day.
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH3687.GEOID18 height accuracy estimate available here.
 DH3687
 DH3687.Click photographs - Photos may exist for this station.
 DH3687
 DH3687.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3687
 DH3687.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH3687
 DH3687.The ellipsoidal height was determined by GPS observations
 DH3687.and is referenced to NAD 83.
 DH3687
 DH3687. The following values were computed from the NAD 83(2011) position.
 DH3687
 DH3687;                    North         East     Units Scale Factor Converg.
 DH3687;SPC AR N     -    75,437.768   551,687.801   MT  0.99998725   +0 58 01.1
 DH3687;SPC AR N     -   247,498.74  1,809,995.73   sFT  0.99998725   +0 58 01.1
 DH3687;UTM  15      - 3,876,477.247   742,916.074   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU4291676477(NAD 83)
 DH3687
 DH3687                          SUPERSEDED SURVEY CONTROL
 DH3687
 DH3687  NAD 83(2007)-  35 00 06.37033(N)    090 20 17.61871(W) AD(2002.00) 0
 DH3687  ELLIP H (02/10/07)   34.395  (m)                       GP(2002.00)    
 DH3687  NAD 83(1997)-  35 00 06.37022(N)    090 20 17.61851(W) AD(       ) 1
 DH3687  ELLIP H (05/31/05)   34.385  (m)                       GP(       ) 4 2
 DH3687
 DH3687.Superseded values are not recommended for survey control.
 DH3687
 DH3687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH3687.See file dsdata.pdf to determine how the superseded data were derived.
 DH3687
 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 - March 21, 2018
 DH3687
 DH3687  HISTORY     - Date     Condition        Report By
 DH3687  HISTORY     - 20030505 MONUMENTED       USACE
 DH3687  HISTORY     - 20030723 GOOD             EMCINC
 DH3687  HISTORY     - 20100707 GOOD             USACE
 DH3687  HISTORY     - 20180321 GOOD             INDIV
 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.
 DH3687
 DH3687                          STATION RECOVERY (2010)
 DH3687
 DH3687'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2010 (POP)
 DH3687'RECOVERED IN GOOD CONDITION.
 DH3687
 DH3687                          STATION RECOVERY (2018)
 DH3687
 DH3687'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2018 (JLH)
 DH3687'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DH3688 ***********************************************************************
 DH3688  HT_MOD      -  This is a Height Modernization Survey Station.
 DH3688  DESIGNATION -  3500W05
 DH3688  PID         -  DH3688
 DH3688  STATE/COUNTY-  AR/ST FRANCIS
 DH3688  COUNTRY     -  US
 DH3688  USGS QUAD   -  HUGHES (2017)
 DH3688
 DH3688                         *CURRENT SURVEY CONTROL
 DH3688  ______________________________________________________________________
 DH3688* NAD 83(2011) POSITION- 34 59 39.86337(N) 090 25 02.57667(W)   ADJUSTED
 DH3688* NAD 83(2011) ELLIP HT-    32.600 (meters)        (06/27/12)   ADJUSTED
 DH3688* NAD 83(2011) EPOCH   -  2010.00
 DH3688* NAVD 88 ORTHO HEIGHT -    59.71  (meters)      195.9   (feet) GPS OBS
 DH3688  ______________________________________________________________________
 DH3688  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DH3688  GEOID HEIGHT    -        -27.057 (meters)                     GEOID03
 DH3688  GEOID HEIGHT    -        -27.084 (meters)                     GEOID18
 DH3688  NAD 83(2011) X  -    -38,104.526 (meters)                     COMP
 DH3688  NAD 83(2011) Y  - -5,230,670.662 (meters)                     COMP
 DH3688  NAD 83(2011) Z  -  3,637,377.266 (meters)                     COMP
 DH3688  LAPLACE CORR    -         -1.40  (seconds)                    DEFLEC18
 DH3688
 DH3688  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH3688  Standards:
 DH3688         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH3688            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH3688  -------------------------------------------------------------------
 DH3688  NETWORK    1.20   3.29           0.55   0.41   1.68     -0.06677747
 DH3688  -------------------------------------------------------------------
 DH3688  Click here for local accuracies and other accuracy information.
 DH3688
 DH3688.The horizontal coordinates were established by GPS observations
 DH3688.and adjusted by the National Geodetic Survey in June 2012.
 DH3688
 DH3688.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH3688.been affixed to the stable North American tectonic plate. See 
 DH3688.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH3688
 DH3688.The horizontal coordinates are valid at the epoch date displayed above
 DH3688.which is a decimal equivalence of Year/Month/Day.
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH3688.GEOID18 height accuracy estimate available here.
 DH3688
 DH3688.Click photographs - Photos may exist for this station.
 DH3688
 DH3688.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3688
 DH3688.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH3688
 DH3688.The ellipsoidal height was determined by GPS observations
 DH3688.and is referenced to NAD 83.
 DH3688
 DH3688. The following values were computed from the NAD 83(2011) position.
 DH3688
 DH3688;                    North         East     Units Scale Factor Converg.
 DH3688;SPC AR N     -    74,501.984   544,476.219   MT  0.99998855   +0 55 15.3
 DH3688;SPC AR N     -   244,428.59  1,786,335.73   sFT  0.99998855   +0 55 15.3
 DH3688;UTM  15      - 3,875,470.613   735,711.704   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU3571175470(NAD 83)
 DH3688
 DH3688                          SUPERSEDED SURVEY CONTROL
 DH3688
 DH3688  NAD 83(2007)-  34 59 39.86335(N)    090 25 02.57767(W) AD(2002.00) 0
 DH3688  ELLIP H (02/10/07)   32.617  (m)                       GP(2002.00)    
 DH3688  NAD 83(1997)-  34 59 39.86322(N)    090 25 02.57747(W) AD(       ) 1
 DH3688  ELLIP H (05/31/05)   32.611  (m)                       GP(       ) 4 2
 DH3688
 DH3688.Superseded values are not recommended for survey control.
 DH3688
 DH3688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH3688.See file dsdata.pdf to determine how the superseded data were derived.
 DH3688
 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 = MARCH 20, 2026 22:17:28 EDT
 DH3693 ***********************************************************************
 DH3693  HT_MOD      -  This is a Height Modernization Survey Station.
 DH3693  DESIGNATION -  3530W01
 DH3693  PID         -  DH3693
 DH3693  STATE/COUNTY-  AR/MISSISSIPPI
 DH3693  COUNTRY     -  US
 DH3693  USGS QUAD   -  PECAN POINT (2017)
 DH3693
 DH3693                         *CURRENT SURVEY CONTROL
 DH3693  ______________________________________________________________________
 DH3693* NAD 83(2011) POSITION- 35 29 58.29163(N) 090 04 53.84280(W)   ADJUSTED
 DH3693* NAD 83(2011) ELLIP HT-    43.110 (meters)        (06/27/12)   ADJUSTED
 DH3693* NAD 83(2011) EPOCH   -  2010.00
 DH3693* NAVD 88 ORTHO HEIGHT -    70.72  (meters)      232.0   (feet) GPS OBS
 DH3693  ______________________________________________________________________
 DH3693  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DH3693  GEOID HEIGHT    -        -27.574 (meters)                     GEOID03
 DH3693  GEOID HEIGHT    -        -27.589 (meters)                     GEOID18
 DH3693  NAD 83(2011) X  -     -7,405.696 (meters)                     COMP
 DH3693  NAD 83(2011) Y  - -5,198,471.602 (meters)                     COMP
 DH3693  NAD 83(2011) Z  -  3,683,150.148 (meters)                     COMP
 DH3693  LAPLACE CORR    -          1.45  (seconds)                    DEFLEC18
 DH3693
 DH3693  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH3693  Standards:
 DH3693         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH3693            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH3693  -------------------------------------------------------------------
 DH3693  NETWORK    0.89   1.08           0.40   0.32   0.55      0.04782613
 DH3693  -------------------------------------------------------------------
 DH3693  Click here for local accuracies and other accuracy information.
 DH3693
 DH3693.The horizontal coordinates were established by GPS observations
 DH3693.and adjusted by the National Geodetic Survey in June 2012.
 DH3693
 DH3693.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH3693.been affixed to the stable North American tectonic plate. See 
 DH3693.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH3693
 DH3693.The horizontal coordinates are valid at the epoch date displayed above
 DH3693.which is a decimal equivalence of Year/Month/Day.
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH3693.GEOID18 height accuracy estimate available here.
 DH3693
 DH3693.Click photographs - Photos may exist for this station.
 DH3693
 DH3693.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3693
 DH3693.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH3693
 DH3693.The ellipsoidal height was determined by GPS observations
 DH3693.and is referenced to NAD 83.
 DH3693
 DH3693. The following values were computed from the NAD 83(2011) position.
 DH3693
 DH3693;                    North         East     Units Scale Factor Converg.
 DH3693;SPC AR N     -   131,074.297   574,032.229   MT  0.99993702   +1 06 58.7
 DH3693;SPC AR N     -   430,032.92  1,883,304.07   sFT  0.99993702   +1 06 58.7
 DH3693;UTM  15      - 3,932,357.686   764,715.788   MT  1.00046363   +1 41 44.4
 DH3693;UTM  16      - 3,932,808.465   220,472.178   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6471532357(NAD 83)
 DH3693
 DH3693                          SUPERSEDED SURVEY CONTROL
 DH3693
 DH3693  NAD 83(2007)-  35 29 58.29173(N)    090 04 53.84381(W) AD(2002.00) 0
 DH3693  ELLIP H (02/10/07)   43.135  (m)                       GP(2002.00)    
 DH3693  NAD 83(1997)-  35 29 58.29156(N)    090 04 53.84367(W) AD(       ) 1
 DH3693  ELLIP H (05/31/05)   43.128  (m)                       GP(       ) 4 2
 DH3693
 DH3693.Superseded values are not recommended for survey control.
 DH3693
 DH3693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH3693.See file dsdata.pdf to determine how the superseded data were derived.
 DH3693
 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 = MARCH 20, 2026 22:17:28 EDT
 DH3694 ***********************************************************************
 DH3694  HT_MOD      -  This is a Height Modernization Survey Station.
 DH3694  DESIGNATION -  3530W02
 DH3694  PID         -  DH3694
 DH3694  STATE/COUNTY-  AR/MISSISSIPPI
 DH3694  COUNTRY     -  US
 DH3694  USGS QUAD   -  JOINER (2017)
 DH3694
 DH3694                         *CURRENT SURVEY CONTROL
 DH3694  ______________________________________________________________________
 DH3694* NAD 83(2011) POSITION- 35 30 14.72577(N) 090 09 40.22327(W)   ADJUSTED
 DH3694* NAD 83(2011) ELLIP HT-    40.861 (meters)        (06/27/12)   ADJUSTED
 DH3694* NAD 83(2011) EPOCH   -  2010.00
 DH3694* NAVD 88 ORTHO HEIGHT -    68.56  (meters)      224.9   (feet) GPS OBS
 DH3694  ______________________________________________________________________
 DH3694  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DH3694  GEOID HEIGHT    -        -27.662 (meters)                     GEOID03
 DH3694  GEOID HEIGHT    -        -27.654 (meters)                     GEOID18
 DH3694  NAD 83(2011) X  -    -14,622.473 (meters)                     COMP
 DH3694  NAD 83(2011) Y  - -5,198,160.344 (meters)                     COMP
 DH3694  NAD 83(2011) Z  -  3,683,561.177 (meters)                     COMP
 DH3694  LAPLACE CORR    -          0.87  (seconds)                    DEFLEC18
 DH3694
 DH3694  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH3694  Standards:
 DH3694         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH3694            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH3694  -------------------------------------------------------------------
 DH3694  NETWORK    1.52   1.69           0.69   0.53   0.86      0.12584534
 DH3694  -------------------------------------------------------------------
 DH3694  Click here for local accuracies and other accuracy information.
 DH3694
 DH3694.The horizontal coordinates were established by GPS observations
 DH3694.and adjusted by the National Geodetic Survey in June 2012.
 DH3694
 DH3694.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH3694.been affixed to the stable North American tectonic plate. See 
 DH3694.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH3694
 DH3694.The horizontal coordinates are valid at the epoch date displayed above
 DH3694.which is a decimal equivalence of Year/Month/Day.
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH3694.GEOID18 height accuracy estimate available here.
 DH3694
 DH3694.Click photographs - Photos may exist for this station.
 DH3694
 DH3694.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3694
 DH3694.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH3694
 DH3694.The ellipsoidal height was determined by GPS observations
 DH3694.and is referenced to NAD 83.
 DH3694
 DH3694. The following values were computed from the NAD 83(2011) position.
 DH3694
 DH3694;                    North         East     Units Scale Factor Converg.
 DH3694;SPC AR N     -   131,442.979   566,806.962   MT  0.99993691   +1 04 12.0
 DH3694;SPC AR N     -   431,242.51  1,859,599.17   sFT  0.99993691   +1 04 12.0
 DH3694;UTM  15      - 3,932,653.424   757,483.524   MT  1.00041708   +1 38 58.5
 DH3694
 DH3694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3694!SPC AR N     -   0.99999359  x   0.99993691  =   0.99993050
 DH3694!UTM  15      -   0.99999359  x   1.00041708  =   1.00041066
 DH3694
 DH3694_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV5748332653(NAD 83)
 DH3694
 DH3694                          SUPERSEDED SURVEY CONTROL
 DH3694
 DH3694  NAD 83(2007)-  35 30 14.72582(N)    090 09 40.22429(W) AD(2002.00) 0
 DH3694  ELLIP H (02/10/07)   40.887  (m)                       GP(2002.00)    
 DH3694  NAD 83(1997)-  35 30 14.72566(N)    090 09 40.22411(W) AD(       ) 1
 DH3694  ELLIP H (05/31/05)   40.878  (m)                       GP(       ) 4 2
 DH3694
 DH3694.Superseded values are not recommended for survey control.
 DH3694
 DH3694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH3694.See file dsdata.pdf to determine how the superseded data were derived.
 DH3694
 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 = MARCH 20, 2026 22:17:28 EDT
 DH3695 ***********************************************************************
 DH3695  HT_MOD      -  This is a Height Modernization Survey Station.
 DH3695  DESIGNATION -  3530W03
 DH3695  PID         -  DH3695
 DH3695  STATE/COUNTY-  AR/MISSISSIPPI
 DH3695  COUNTRY     -  US
 DH3695  USGS QUAD   -  TYRONZA (2017)
 DH3695
 DH3695                         *CURRENT SURVEY CONTROL
 DH3695  ______________________________________________________________________
 DH3695* NAD 83(2011) POSITION- 35 29 31.91518(N) 090 15 01.63039(W)   ADJUSTED
 DH3695* NAD 83(2011) ELLIP HT-    41.360 (meters)        (06/27/12)   ADJUSTED
 DH3695* NAD 83(2011) EPOCH   -  2010.00
 DH3695* NAVD 88 ORTHO HEIGHT -    69.10  (meters)      226.7   (feet) GPS OBS
 DH3695  ______________________________________________________________________
 DH3695  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DH3695  GEOID HEIGHT    -        -27.700 (meters)                     GEOID03
 DH3695  GEOID HEIGHT    -        -27.666 (meters)                     GEOID18
 DH3695  NAD 83(2011) X  -    -22,725.710 (meters)                     COMP
 DH3695  NAD 83(2011) Y  - -5,198,897.794 (meters)                     COMP
 DH3695  NAD 83(2011) Z  -  3,682,487.295 (meters)                     COMP
 DH3695  LAPLACE CORR    -          0.19  (seconds)                    DEFLEC18
 DH3695
 DH3695  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH3695  Standards:
 DH3695         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH3695            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH3695  -------------------------------------------------------------------
 DH3695  NETWORK    1.19   1.39           0.55   0.39   0.71      0.11773242
 DH3695  -------------------------------------------------------------------
 DH3695  Click here for local accuracies and other accuracy information.
 DH3695
 DH3695.The horizontal coordinates were established by GPS observations
 DH3695.and adjusted by the National Geodetic Survey in June 2012.
 DH3695
 DH3695.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH3695.been affixed to the stable North American tectonic plate. See 
 DH3695.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH3695
 DH3695.The horizontal coordinates are valid at the epoch date displayed above
 DH3695.which is a decimal equivalence of Year/Month/Day.
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH3695.GEOID18 height accuracy estimate available here.
 DH3695
 DH3695.Click photographs - Photos may exist for this station.
 DH3695
 DH3695.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3695
 DH3695.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH3695
 DH3695.The ellipsoidal height was determined by GPS observations
 DH3695.and is referenced to NAD 83.
 DH3695
 DH3695. The following values were computed from the NAD 83(2011) position.
 DH3695
 DH3695;                    North         East     Units Scale Factor Converg.
 DH3695;SPC AR N     -   129,976.297   558,732.372   MT  0.99993722   +1 01 05.0
 DH3695;SPC AR N     -   426,430.57  1,833,107.79   sFT  0.99993722   +1 01 05.0
 DH3695;UTM  15      - 3,931,104.468   749,420.511   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  =   1.00036022
 DH3695
 DH3695_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV4942031104(NAD 83)
 DH3695
 DH3695                          SUPERSEDED SURVEY CONTROL
 DH3695
 DH3695  NAD 83(2007)-  35 29 31.91522(N)    090 15 01.63141(W) AD(2002.00) 0
 DH3695  ELLIP H (02/10/07)   41.387  (m)                       GP(2002.00)    
 DH3695  NAD 83(1997)-  35 29 31.91507(N)    090 15 01.63118(W) AD(       ) 1
 DH3695  ELLIP H (05/31/05)   41.374  (m)                       GP(       ) 4 2
 DH3695
 DH3695.Superseded values are not recommended for survey control.
 DH3695
 DH3695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH3695.See file dsdata.pdf to determine how the superseded data were derived.
 DH3695
 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 = MARCH 20, 2026 22:17:28 EDT
 DH3696 ***********************************************************************
 DH3696  HT_MOD      -  This is a Height Modernization Survey Station.
 DH3696  DESIGNATION -  3530W04
 DH3696  PID         -  DH3696
 DH3696  STATE/COUNTY-  AR/POINSETT
 DH3696  COUNTRY     -  US
 DH3696  USGS QUAD   -  TYRONZA (2017)
 DH3696
 DH3696                         *CURRENT SURVEY CONTROL
 DH3696  ______________________________________________________________________
 DH3696* NAD 83(2011) POSITION- 35 29 51.89744(N) 090 19 21.54576(W)   ADJUSTED
 DH3696* NAD 83(2011) ELLIP HT-    38.062 (meters)        (06/27/12)   ADJUSTED
 DH3696* NAD 83(2011) EPOCH   -  2010.00
 DH3696* NAVD 88 ORTHO HEIGHT -    65.83  (meters)      216.0   (feet) GPS OBS
 DH3696  ______________________________________________________________________
 DH3696  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DH3696  GEOID HEIGHT    -        -27.730 (meters)                     GEOID03
 DH3696  GEOID HEIGHT    -        -27.676 (meters)                     GEOID18
 DH3696  NAD 83(2011) X  -    -29,274.820 (meters)                     COMP
 DH3696  NAD 83(2011) Y  - -5,198,504.772 (meters)                     COMP
 DH3696  NAD 83(2011) Z  -  3,682,986.780 (meters)                     COMP
 DH3696  LAPLACE CORR    -         -0.04  (seconds)                    DEFLEC18
 DH3696
 DH3696  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH3696  Standards:
 DH3696         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH3696            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH3696  -------------------------------------------------------------------
 DH3696  NETWORK    1.93   2.16           0.87   0.68   1.10      0.07724590
 DH3696  -------------------------------------------------------------------
 DH3696  Click here for local accuracies and other accuracy information.
 DH3696
 DH3696.The horizontal coordinates were established by GPS observations
 DH3696.and adjusted by the National Geodetic Survey in June 2012.
 DH3696
 DH3696.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH3696.been affixed to the stable North American tectonic plate. See 
 DH3696.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH3696
 DH3696.The horizontal coordinates are valid at the epoch date displayed above
 DH3696.which is a decimal equivalence of Year/Month/Day.
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH3696.GEOID18 height accuracy estimate available here.
 DH3696
 DH3696.Click photographs - Photos may exist for this station.
 DH3696
 DH3696.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3696
 DH3696.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH3696
 DH3696.The ellipsoidal height was determined by GPS observations
 DH3696.and is referenced to NAD 83.
 DH3696
 DH3696. The following values were computed from the NAD 83(2011) position.
 DH3696
 DH3696;                    North         East     Units Scale Factor Converg.
 DH3696;SPC AR N     -   130,478.020   552,172.107   MT  0.99993707   +0 58 33.8
 DH3696;SPC AR N     -   428,076.64  1,811,584.65   sFT  0.99993707   +0 58 33.8
 DH3696;UTM  15      - 3,931,540.021   742,852.820   MT  1.00032685   +1 33 19.5
 DH3696
 DH3696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3696!SPC AR N     -   0.99999403  x   0.99993707  =   0.99993110
 DH3696!UTM  15      -   0.99999403  x   1.00032685  =   1.00032087
 DH3696
 DH3696_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV4285231540(NAD 83)
 DH3696
 DH3696                          SUPERSEDED SURVEY CONTROL
 DH3696
 DH3696  NAD 83(2007)-  35 29 51.89746(N)    090 19 21.54677(W) AD(2002.00) 0
 DH3696  ELLIP H (02/10/07)   38.087  (m)                       GP(2002.00)    
 DH3696  NAD 83(1997)-  35 29 51.89734(N)    090 19 21.54660(W) AD(       ) 1
 DH3696  ELLIP H (05/31/05)   38.076  (m)                       GP(       ) 4 2
 DH3696
 DH3696.Superseded values are not recommended for survey control.
 DH3696
 DH3696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH3696.See file dsdata.pdf to determine how the superseded data were derived.
 DH3696
 DH3696_MARKER: DD = SURVEY DISK
 DH3696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3696_STAMPING: 3530W04 2003
 DH3696_MARK LOGO: USACEM
 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 = MARCH 20, 2026 22:17:28 EDT
 DH3697 ***********************************************************************
 DH3697  HT_MOD      -  This is a Height Modernization Survey Station.
 DH3697  DESIGNATION -  3530W05
 DH3697  PID         -  DH3697
 DH3697  STATE/COUNTY-  AR/POINSETT
 DH3697  COUNTRY     -  US
 DH3697  USGS QUAD   -  JOYLAND (2017)
 DH3697
 DH3697                         *CURRENT SURVEY CONTROL
 DH3697  ______________________________________________________________________
 DH3697* NAD 83(2011) POSITION- 35 29 53.61005(N) 090 24 45.80146(W)   ADJUSTED
 DH3697* NAD 83(2011) ELLIP HT-    37.048 (meters)        (06/27/12)   ADJUSTED
 DH3697* NAD 83(2011) EPOCH   -  2010.00
 DH3697* NAVD 88 ORTHO HEIGHT -    64.83  (meters)      212.7   (feet) GPS OBS
 DH3697  ______________________________________________________________________
 DH3697  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DH3697  GEOID HEIGHT    -        -27.736 (meters)                     GEOID03
 DH3697  GEOID HEIGHT    -        -27.667 (meters)                     GEOID18
 DH3697  NAD 83(2011) X  -    -37,446.790 (meters)                     COMP
 DH3697  NAD 83(2011) Y  - -5,198,420.854 (meters)                     COMP
 DH3697  NAD 83(2011) Z  -  3,683,029.162 (meters)                     COMP
 DH3697  LAPLACE CORR    -         -0.29  (seconds)                    DEFLEC18
 DH3697
 DH3697  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH3697  Standards:
 DH3697         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH3697            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH3697  -------------------------------------------------------------------
 DH3697  NETWORK    1.67   1.98           0.70   0.66   1.01     -0.11465938
 DH3697  -------------------------------------------------------------------
 DH3697  Click here for local accuracies and other accuracy information.
 DH3697
 DH3697.The horizontal coordinates were established by GPS observations
 DH3697.and adjusted by the National Geodetic Survey in June 2012.
 DH3697
 DH3697.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH3697.been affixed to the stable North American tectonic plate. See 
 DH3697.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH3697
 DH3697.The horizontal coordinates are valid at the epoch date displayed above
 DH3697.which is a decimal equivalence of Year/Month/Day.
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH3697.GEOID18 height accuracy estimate available here.
 DH3697
 DH3697.Click photographs - Photos may exist for this station.
 DH3697
 DH3697.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3697
 DH3697.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH3697
 DH3697.The ellipsoidal height was determined by GPS observations
 DH3697.and is referenced to NAD 83.
 DH3697
 DH3697. The following values were computed from the NAD 83(2011) position.
 DH3697
 DH3697;                    North         East     Units Scale Factor Converg.
 DH3697;SPC AR N     -   130,395.326   544,000.576   MT  0.99993706   +0 55 25.1
 DH3697;SPC AR N     -   427,805.33  1,784,775.22   sFT  0.99993706   +0 55 25.1
 DH3697;UTM  15      - 3,931,374.639   734,679.556   MT  1.00027875   +1 30 11.0
 DH3697
 DH3697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3697!SPC AR N     -   0.99999419  x   0.99993706  =   0.99993125
 DH3697!UTM  15      -   0.99999419  x   1.00027875  =   1.00027293
 DH3697
 DH3697_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV3467931374(NAD 83)
 DH3697
 DH3697                          SUPERSEDED SURVEY CONTROL
 DH3697
 DH3697  NAD 83(2007)-  35 29 53.61006(N)    090 24 45.80247(W) AD(2002.00) 0
 DH3697  ELLIP H (02/10/07)   37.070  (m)                       GP(2002.00)    
 DH3697  NAD 83(1997)-  35 29 53.60998(N)    090 24 45.80232(W) AD(       ) 1
 DH3697  ELLIP H (05/31/05)   37.060  (m)                       GP(       ) 4 2
 DH3697
 DH3697.Superseded values are not recommended for survey control.
 DH3697
 DH3697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH3697.See file dsdata.pdf to determine how the superseded data were derived.
 DH3697
 DH3697_MARKER: DD = SURVEY DISK
 DH3697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3697_STAMPING: 3530W05 2003
 DH3697_MARK LOGO: USACEM
 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 - August 03, 2007
 DH3697
 DH3697  HISTORY     - Date     Condition        Report By
 DH3697  HISTORY     - 2003     MONUMENTED       USACE
 DH3697  HISTORY     - 20070803 GOOD             USACE
 DH3697
 DH3697                          STATION DESCRIPTION
 DH3697
 DH3697'DESCRIBED BY US ARMY CORPS OF ENGINEERS 2003 (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.
 DH3697
 DH3697                          STATION RECOVERY (2007)
 DH3697
 DH3697'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2007 (JMH)
 DH3697'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0989 ***********************************************************************
 DL0989  DESIGNATION -  356
 DL0989  PID         -  DL0989
 DL0989  STATE/COUNTY-  AR/HEMPSTEAD
 DL0989  COUNTRY     -  US
 DL0989  USGS QUAD   -  HOPE (2017)
 DL0989
 DL0989                         *CURRENT SURVEY CONTROL
 DL0989  ______________________________________________________________________
 DL0989* NAD 83(1986) POSITION- 33 40 03.     (N) 093 35 30.     (W)   SCALED
 DL0989* NAVD 88 ORTHO HEIGHT -   108.971 (meters)      357.52  (feet) ADJUSTED
 DL0989  ______________________________________________________________________
 DL0989  GEOID HEIGHT    -        -26.961 (meters)                     GEOID18
 DL0989  DYNAMIC HEIGHT  -        108.856 (meters)      357.14  (feet) COMP
 DL0989  MODELED GRAVITY -    979,583.9   (mgal)                       NAVD 88
 DL0989
 DL0989  VERT ORDER      -  SECOND    CLASS 0
 DL0989
 DL0989.The horizontal coordinates were scaled from a map and have
 DL0989.an estimated accuracy of +/- 6 seconds.
 DL0989
 DL0989.The orthometric height was determined by differential leveling and
 DL0989.adjusted by the NATIONAL GEODETIC SURVEY
 DL0989.in June 1991.
 DL0989
 DL0989.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0989.GEOID18 height accuracy estimate available here.
 DL0989
 DL0989.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT451254(NAD 83)
 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
 DL0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0989.See file dsdata.pdf to determine how the superseded data were derived.
 DL0989
 DL0989_MARKER: DB = BENCH MARK DISK
 DL0989_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL0989_SP_SET: BUILDING
 DL0989_STAMPING: H.S. 356
 DL0989_MARK LOGO: USGS
 DL0989_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0989
 DL0989  HISTORY     - Date     Condition        Report By
 DL0989  HISTORY     - 1900     MONUMENTED       USGS
 DL0989  HISTORY     - 1935     GOOD             CGS
 DL0989  HISTORY     - 1963     POOR             CGS
 DL0989  HISTORY     - 20070801 MARK NOT FOUND   ARHD
 DL0989  HISTORY     - 20130313 MARK NOT FOUND   ARHD
 DL0989
 DL0989                          STATION DESCRIPTION
 DL0989
 DL0989'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1963
 DL0989'MARK RECOVERED IN POOR CONDITION.
 DL0989
 DL0989                          STATION RECOVERY (2007)
 DL0989
 DL0989'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2007 (WDA)
 DL0989'MARK NOT FOUND
 DL0989
 DL0989                          STATION RECOVERY (2013)
 DL0989
 DL0989'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (JDH)
 DL0989'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH2178 ***********************************************************************
 EH2178  DESIGNATION -  36 A
 EH2178  PID         -  EH2178
 EH2178  STATE/COUNTY-  AR/LONOKE
 EH2178  COUNTRY     -  US
 EH2178  USGS QUAD   -  CARLISLE (2017)
 EH2178
 EH2178                         *CURRENT SURVEY CONTROL
 EH2178  ______________________________________________________________________
 EH2178* NAD 83(1986) POSITION- 34 47 09.     (N) 091 41 52.     (W)   SCALED
 EH2178* NAVD 88 ORTHO HEIGHT -    73.408 (meters)      240.84  (feet) ADJUSTED
 EH2178  ______________________________________________________________________
 EH2178  GEOID HEIGHT    -        -26.909 (meters)                     GEOID18
 EH2178  DYNAMIC HEIGHT  -         73.339 (meters)      240.61  (feet) COMP
 EH2178  MODELED GRAVITY -    979,696.8   (mgal)                       NAVD 88
 EH2178
 EH2178  VERT ORDER      -  FIRST     CLASS II
 EH2178
 EH2178.The horizontal coordinates were scaled from a map and have
 EH2178.an estimated accuracy of +/- 6 seconds.
 EH2178
 EH2178.The orthometric height was determined by differential leveling and
 EH2178.adjusted by the NATIONAL GEODETIC SURVEY
 EH2178.in June 1991.
 EH2178
 EH2178.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2178.GEOID18 height accuracy estimate available here.
 EH2178
 EH2178.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU191500(NAD 83)
 EH2178
 EH2178                          SUPERSEDED SURVEY CONTROL
 EH2178
 EH2178  NGVD 29 (11/26/84)   73.418  (m)          240.87   (f) ADJUSTED    1 2
 EH2178
 EH2178.Superseded values are not recommended for survey control.
 EH2178
 EH2178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2178.See file dsdata.pdf to determine how the superseded data were derived.
 EH2178
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0252 ***********************************************************************
 FG0252  DESIGNATION -  36 BLS
 FG0252  PID         -  FG0252
 FG0252  STATE/COUNTY-  AR/CLEBURNE
 FG0252  COUNTRY     -  US
 FG0252  USGS QUAD   -  BARNEY (2017)
 FG0252
 FG0252                         *CURRENT SURVEY CONTROL
 FG0252  ______________________________________________________________________
 FG0252* NAD 83(1986) POSITION- 35 22 14.     (N) 092 08 43.     (W)   SCALED
 FG0252* NAVD 88 ORTHO HEIGHT -   261.773 (meters)      858.83  (feet) ADJUSTED
 FG0252  ______________________________________________________________________
 FG0252  GEOID HEIGHT    -        -27.628 (meters)                     GEOID18
 FG0252  DYNAMIC HEIGHT  -        261.529 (meters)      858.03  (feet) COMP
 FG0252  MODELED GRAVITY -    979,694.9   (mgal)                       NAVD 88
 FG0252
 FG0252  VERT ORDER      -  SECOND    CLASS 0
 FG0252
 FG0252.The horizontal coordinates were scaled from a map and have
 FG0252.an estimated accuracy of +/- 6 seconds.
 FG0252
 FG0252.The orthometric height was determined by differential leveling and
 FG0252.adjusted by the NATIONAL GEODETIC SURVEY
 FG0252.in June 1991.
 FG0252
 FG0252.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0252.GEOID18 height accuracy estimate available here.
 FG0252
 FG0252.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV776144(NAD 83)
 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
 FG0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0252.See file dsdata.pdf to determine how the superseded data were derived.
 FG0252
 FG0252_MARKER: DB = BENCH MARK DISK
 FG0252_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0252_STAMPING: 36 BLS 1960
 FG0252_MARK LOGO: USGS
 FG0252_PROJECTION: PROJECTING 8 CENTIMETERS
 FG0252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0252
 FG0252  HISTORY     - Date     Condition        Report By
 FG0252  HISTORY     - 1960     MONUMENTED       USGS
 FG0252  HISTORY     - 1967     GOOD             CGS
 FG0252
 FG0252                          STATION DESCRIPTION
 FG0252
 FG0252'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DK1090 ***********************************************************************
 DK1090  DESIGNATION -  36 M BOLT
 DK1090  PID         -  DK1090
 DK1090  STATE/COUNTY-  AR/CHICOT
 DK1090  COUNTRY     -  US
 DK1090  USGS QUAD   -  RED LEAF (2017)
 DK1090
 DK1090                         *CURRENT SURVEY CONTROL
 DK1090  ______________________________________________________________________
 DK1090* NAD 83(1986) POSITION- 33 21 10.     (N) 091 11 23.     (W)   SCALED
 DK1090* NAVD 88 ORTHO HEIGHT -    37.96  (+/-2cm)      124.5   (feet) VERTCON3
 DK1090  ______________________________________________________________________
 DK1090  GEOID HEIGHT    -        -26.352 (meters)                     GEOID18
 DK1090  VERT ORDER      -  ? (See Below)
 DK1090
 DK1090.The horizontal coordinates were scaled from a 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
 DK1090.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1090.GEOID18 height accuracy estimate available here.
 DK1090
 DK1090.The vertical order pertains to the NGVD 29 superseded value.
 DK1090
 DK1090.Click photographs - Photos may exist for this station.
 DK1090
 DK1090;                    North         East    Units  Estimated Accuracy
 DK1090;SPC AR S     -   476,400.      475,420.      MT  (+/- 180 meters Scaled)
 DK1090
 DK1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS684918(NAD 83)
 DK1090
 DK1090                          SUPERSEDED SURVEY CONTROL
 DK1090
 DK1090  NGVD 29 (11/26/84)   37.989  (m)          124.64   (f) ADJUSTED       
 DK1090
 DK1090.Superseded values are not recommended for survey control.
 DK1090
 DK1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1090.See file dsdata.pdf to determine how the superseded data were derived.
 DK1090
 DK1090_MARKER: B = BOLT
 DK1090_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK1090_SP_SET: UNDERGROUND STONE
 DK1090_PROJECTION: RECESSED 91 CENTIMETERS
 DK1090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1090
 DK1090  HISTORY     - Date     Condition        Report By
 DK1090  HISTORY     - UNK      MONUMENTED       USACE
 DK1090  HISTORY     - 1934     GOOD             CGS
 DK1090
 DK1090                          STATION DESCRIPTION
 DK1090
 DK1090'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 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 = MARCH 20, 2026 22:17:28 EDT
 DK1091 ***********************************************************************
 DK1091  DESIGNATION -  36 M CAP
 DK1091  PID         -  DK1091
 DK1091  STATE/COUNTY-  AR/CHICOT
 DK1091  COUNTRY     -  US
 DK1091  USGS QUAD   -  RED LEAF (2017)
 DK1091
 DK1091                         *CURRENT SURVEY CONTROL
 DK1091  ______________________________________________________________________
 DK1091* NAD 83(1986) POSITION- 33 21 10.     (N) 091 11 23.     (W)   SCALED
 DK1091* NAVD 88 ORTHO HEIGHT -    39.18  (+/-2cm)      128.5   (feet) VERTCON3
 DK1091  ______________________________________________________________________
 DK1091  GEOID HEIGHT    -        -26.352 (meters)                     GEOID18
 DK1091  VERT ORDER      -  ? (See Below)
 DK1091
 DK1091.The horizontal coordinates were scaled from a 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
 DK1091.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1091.GEOID18 height accuracy estimate available here.
 DK1091
 DK1091.The vertical order pertains to the NGVD 29 superseded value.
 DK1091
 DK1091.Click photographs - Photos may exist for this station.
 DK1091
 DK1091;                    North         East    Units  Estimated Accuracy
 DK1091;SPC AR S     -   476,400.      475,420.      MT  (+/- 180 meters Scaled)
 DK1091
 DK1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS684918(NAD 83)
 DK1091
 DK1091                          SUPERSEDED SURVEY CONTROL
 DK1091
 DK1091  NGVD 29 (11/26/84)   39.205  (m)          128.63   (f) ADJUSTED       
 DK1091
 DK1091.Superseded values are not recommended for survey control.
 DK1091
 DK1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1091.See file dsdata.pdf to determine how the superseded data were derived.
 DK1091
 DK1091_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1091_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1091_MARK LOGO: USACE
 DK1091_PROJECTION: PROJECTING 36 CENTIMETERS
 DK1091_MAGNETIC: P = MARKER IS A STEEL PIPE
 DK1091_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1091
 DK1091  HISTORY     - Date     Condition        Report By
 DK1091  HISTORY     - UNK      MONUMENTED       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 DK1145 ***********************************************************************
 DK1145  DESIGNATION -  3600 A CAP
 DK1145  PID         -  DK1145
 DK1145  STATE/COUNTY-  AR/CHICOT
 DK1145  COUNTRY     -  US
 DK1145  USGS QUAD   -  READLAND (2017)
 DK1145
 DK1145                         *CURRENT SURVEY CONTROL
 DK1145  ______________________________________________________________________
 DK1145* NAD 83(1986) POSITION- 33 04 49.     (N) 091 11 18.     (W)   SCALED
 DK1145* NAVD 88 ORTHO HEIGHT -    35.19  (+/-2cm)      115.5   (feet) VERTCON3
 DK1145  ______________________________________________________________________
 DK1145  GEOID HEIGHT    -        -26.156 (meters)                     GEOID18
 DK1145  VERT ORDER      -  ? (See Below)
 DK1145
 DK1145.The horizontal coordinates were scaled from a 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
 DK1145.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1145.GEOID18 height accuracy estimate available here.
 DK1145
 DK1145.The vertical order pertains to the NGVD 29 superseded value.
 DK1145
 DK1145.Click photographs - Photos may exist for this station.
 DK1145
 DK1145;                    North         East    Units  Estimated Accuracy
 DK1145;SPC AR S     -   446,180.      475,790.      MT  (+/- 180 meters Scaled)
 DK1145
 DK1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS690616(NAD 83)
 DK1145
 DK1145                          SUPERSEDED SURVEY CONTROL
 DK1145
 DK1145  NGVD 29 (11/26/84)   35.265  (m)          115.70   (f) ADJUSTED       
 DK1145
 DK1145.Superseded values are not recommended for survey control.
 DK1145
 DK1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1145.See file dsdata.pdf to determine how the superseded data were derived.
 DK1145
 DK1145_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1145_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1145_MARK LOGO: USACE
 DK1145_MAGNETIC: P = MARKER IS A STEEL PIPE
 DK1145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1145
 DK1145  HISTORY     - Date     Condition        Report By
 DK1145  HISTORY     - UNK      MONUMENTED       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 EK0049 ***********************************************************************
 EK0049  DESIGNATION -  363
 EK0049  PID         -  EK0049
 EK0049  STATE/COUNTY-  AR/POLK
 EK0049  COUNTRY     -  US
 EK0049  USGS QUAD   -  MOUNTAIN FORK (2017)
 EK0049
 EK0049                         *CURRENT SURVEY CONTROL
 EK0049  ______________________________________________________________________
 EK0049* NAD 83(1986) POSITION- 34 42 12.     (N) 094 24 33.     (W)   SCALED
 EK0049* NAVD 88 ORTHO HEIGHT -   419.599 (meters)     1376.63  (feet) ADJUSTED
 EK0049  ______________________________________________________________________
 EK0049  GEOID HEIGHT    -        -30.893 (meters)                     GEOID18
 EK0049  DYNAMIC HEIGHT  -        419.137 (meters)     1375.12  (feet) COMP
 EK0049  MODELED GRAVITY -    979,522.4   (mgal)                       NAVD 88
 EK0049
 EK0049  VERT ORDER      -  SECOND    CLASS 0
 EK0049
 EK0049.The horizontal coordinates were scaled from a map and have
 EK0049.an estimated accuracy of +/- 6 seconds.
 EK0049
 EK0049.The orthometric height was determined by differential leveling and
 EK0049.adjusted by the NATIONAL GEODETIC SURVEY
 EK0049.in June 1991.
 EK0049
 EK0049.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0049.GEOID18 height accuracy estimate available here.
 EK0049
 EK0049.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU709410(NAD 83)
 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
 EK0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0049.See file dsdata.pdf to determine how the superseded data were derived.
 EK0049
 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             CGS
 EK0049  HISTORY     - 1961     GOOD             CGS
 EK0049
 EK0049                          STATION DESCRIPTION
 EK0049
 EK0049'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1961
 EK0049'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EK0046 ***********************************************************************
 EK0046  DESIGNATION -  365
 EK0046  PID         -  EK0046
 EK0046  STATE/COUNTY-  AR/POLK
 EK0046  COUNTRY     -  US
 EK0046  USGS QUAD   -  RICH MOUNTAIN (2017)
 EK0046
 EK0046                         *CURRENT SURVEY CONTROL
 EK0046  ______________________________________________________________________
 EK0046* NAD 83(1986) POSITION- 34 41 54.     (N) 094 22 27.     (W)   SCALED
 EK0046* NAVD 88 ORTHO HEIGHT -   452.122 (meters)     1483.34  (feet) ADJUSTED
 EK0046  ______________________________________________________________________
 EK0046  GEOID HEIGHT    -        -30.797 (meters)                     GEOID18
 EK0046  DYNAMIC HEIGHT  -        451.623 (meters)     1481.70  (feet) COMP
 EK0046  MODELED GRAVITY -    979,519.5   (mgal)                       NAVD 88
 EK0046
 EK0046  VERT ORDER      -  SECOND    CLASS 0
 EK0046
 EK0046.The horizontal coordinates were scaled from a map and have
 EK0046.an estimated accuracy of +/- 6 seconds.
 EK0046
 EK0046.The orthometric height was determined by differential leveling and
 EK0046.adjusted by the NATIONAL GEODETIC SURVEY
 EK0046.in June 1991.
 EK0046
 EK0046.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0046.GEOID18 height accuracy estimate available here.
 EK0046
 EK0046.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU741404(NAD 83)
 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
 EK0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0046.See file dsdata.pdf to determine how the superseded data were derived.
 EK0046
 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             CGS
 EK0046  HISTORY     - 1961     MARK NOT FOUND   CGS
 EK0046
 EK0046                          STATION DESCRIPTION
 EK0046
 EK0046'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1961
 EK0046'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK1146 ***********************************************************************
 DK1146  DESIGNATION -  3650 A CAP
 DK1146  PID         -  DK1146
 DK1146  STATE/COUNTY-  AR/CHICOT
 DK1146  COUNTRY     -  US
 DK1146  USGS QUAD   -  READLAND (2017)
 DK1146
 DK1146                         *CURRENT SURVEY CONTROL
 DK1146  ______________________________________________________________________
 DK1146* NAD 83(1986) POSITION- 33 04 20.     (N) 091 10 43.     (W)   SCALED
 DK1146* NAVD 88 ORTHO HEIGHT -    34.27  (+/-2cm)      112.4   (feet) VERTCON3
 DK1146  ______________________________________________________________________
 DK1146  GEOID HEIGHT    -        -26.172 (meters)                     GEOID18
 DK1146  VERT ORDER      -  ? (See Below)
 DK1146
 DK1146.The horizontal coordinates were scaled from a 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
 DK1146.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1146.GEOID18 height accuracy estimate available here.
 DK1146
 DK1146.The vertical order pertains to the NGVD 29 superseded value.
 DK1146
 DK1146.Click photographs - Photos may exist for this station.
 DK1146
 DK1146;                    North         East    Units  Estimated Accuracy
 DK1146;SPC AR S     -   445,290.      476,700.      MT  (+/- 180 meters Scaled)
 DK1146
 DK1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS700607(NAD 83)
 DK1146
 DK1146                          SUPERSEDED SURVEY CONTROL
 DK1146
 DK1146  NGVD 29 (11/26/84)   34.340  (m)          112.66   (f) ADJUSTED       
 DK1146
 DK1146.Superseded values are not recommended for survey control.
 DK1146
 DK1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1146.See file dsdata.pdf to determine how the superseded data were derived.
 DK1146
 DK1146_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1146_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1146_MARK LOGO: USACE
 DK1146_MAGNETIC: P = MARKER IS A STEEL PIPE
 DK1146_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1146
 DK1146  HISTORY     - Date     Condition        Report By
 DK1146  HISTORY     - UNK      MONUMENTED       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1323 ***********************************************************************
 EJ1323  DESIGNATION -  367
 EJ1323  PID         -  EJ1323
 EJ1323  STATE/COUNTY-  AR/PIKE
 EJ1323  COUNTRY     -  US
 EJ1323  USGS QUAD   -  MURFREESBORO (2017)
 EJ1323
 EJ1323                         *CURRENT SURVEY CONTROL
 EJ1323  ______________________________________________________________________
 EJ1323* NAD 83(1986) POSITION- 34 03 44.0    (N) 093 41 23.4    (W)   HD_HELD2
 EJ1323* NAVD 88 ORTHO HEIGHT -   111.866 (meters)      367.01  (feet) ADJUSTED
 EJ1323  ______________________________________________________________________
 EJ1323  GEOID HEIGHT    -        -27.307 (meters)                     GEOID18
 EJ1323  DYNAMIC HEIGHT  -        111.753 (meters)      366.64  (feet) COMP
 EJ1323  MODELED GRAVITY -    979,626.7   (mgal)                       NAVD 88
 EJ1323
 EJ1323  VERT ORDER      -  SECOND    CLASS 0
 EJ1323
 EJ1323.The horizontal coordinates were established by autonomous hand held GPS
 EJ1323.observations and have an estimated accuracy of +/- 10 meters.
 EJ1323
 EJ1323.The orthometric height was determined by differential leveling and
 EJ1323.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1323.in June 1991.
 EJ1323
 EJ1323.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1323.GEOID18 height accuracy estimate available here.
 EJ1323
 EJ1323.Click photographs - Photos may exist for this station.
 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     -   556,072.      244,019.      MT  (+/- 10 meters HH2 GPS)
 EJ1323
 EJ1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT3634169269(NAD 83)
 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
 EJ1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1323.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1323
 EJ1323_MARKER: DB = BENCH MARK DISK
 EJ1323_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 EJ1323_SP_SET: BUILDING WALL
 EJ1323_STAMPING: HS 367
 EJ1323_MARK LOGO: USGS
 EJ1323_PROJECTION: PROJECTING 61 CENTIMETERS
 EJ1323_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EJ1323+STABILITY: POSITION/ELEVATION WELL
 EJ1323_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EJ1323+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2017
 EJ1323
 EJ1323  HISTORY     - Date     Condition        Report By
 EJ1323  HISTORY     - 1902     MONUMENTED       USGS
 EJ1323  HISTORY     - 1962     GOOD             CGS
 EJ1323  HISTORY     - 20041006 GOOD             GEOCAC
 EJ1323  HISTORY     - 20160317 GOOD             ARHD
 EJ1323  HISTORY     - 20171003 GOOD             ARHD
 EJ1323
 EJ1323                          STATION DESCRIPTION
 EJ1323
 EJ1323'DESCRIBED BY COAST AND 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.
 EJ1323
 EJ1323                          STATION RECOVERY (2016)
 EJ1323
 EJ1323'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (RTH)
 EJ1323'RECOVERED IN GOOD CONDITION.
 EJ1323
 EJ1323                          STATION RECOVERY (2017)
 EJ1323
 EJ1323'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2017 (JDH)
 EJ1323'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EK0041 ***********************************************************************
 EK0041  DESIGNATION -  368.1
 EK0041  PID         -  EK0041
 EK0041  STATE/COUNTY-  AR/POLK
 EK0041  COUNTRY     -  US
 EK0041  USGS QUAD   -  RICH MOUNTAIN (2017)
 EK0041
 EK0041                         *CURRENT SURVEY CONTROL
 EK0041  ______________________________________________________________________
 EK0041* NAD 83(1986) POSITION- 34 41 15.     (N) 094 19 20.     (W)   SCALED
 EK0041* NAVD 88 ORTHO HEIGHT -   478.414 (meters)     1569.60  (feet) ADJUSTED
 EK0041  ______________________________________________________________________
 EK0041  GEOID HEIGHT    -        -30.643 (meters)                     GEOID18
 EK0041  DYNAMIC HEIGHT  -        477.888 (meters)     1567.87  (feet) COMP
 EK0041  MODELED GRAVITY -    979,521.4   (mgal)                       NAVD 88
 EK0041
 EK0041  VERT ORDER      -  SECOND    CLASS 0
 EK0041
 EK0041.The horizontal coordinates were scaled from a map and have
 EK0041.an estimated accuracy of +/- 6 seconds.
 EK0041
 EK0041.The orthometric height was determined by differential leveling and
 EK0041.adjusted by the NATIONAL GEODETIC SURVEY
 EK0041.in June 1991.
 EK0041
 EK0041.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0041.GEOID18 height accuracy estimate available here.
 EK0041
 EK0041.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU788391(NAD 83)
 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
 EK0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0041.See file dsdata.pdf to determine how the superseded data were derived.
 EK0041
 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             CGS
 EK0041  HISTORY     - 1961     GOOD             CGS
 EK0041
 EK0041                          STATION DESCRIPTION
 EK0041
 EK0041'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1961
 EK0041'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH0918 ***********************************************************************
 EH0918  DESIGNATION -  37
 EH0918  PID         -  EH0918
 EH0918  STATE/COUNTY-  AR/PHILLIPS
 EH0918  COUNTRY     -  US
 EH0918  USGS QUAD   -  HELENA (2017)
 EH0918
 EH0918                         *CURRENT SURVEY CONTROL
 EH0918  ______________________________________________________________________
 EH0918* NAD 83(1986) POSITION- 34 31 48.     (N) 090 36 00.     (W)   SCALED
 EH0918* NAVD 88 ORTHO HEIGHT -    62.187 (meters)      204.03  (feet) POSTED
 EH0918  ______________________________________________________________________
 EH0918  GEOID HEIGHT    -        -27.001 (meters)                     GEOID18
 EH0918  DYNAMIC HEIGHT  -         62.13  (meters)      203.8   (feet) COMP
 EH0918  MODELED GRAVITY -    979,669.2   (mgal)                       NAVD 88
 EH0918
 EH0918  VERT ORDER      -  * POSTED, SEE BELOW
 EH0918
 EH0918.The horizontal coordinates were scaled from a 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
 EH0918.* This is a POSTED BENCH MARK height.
 EH0918
 EH0918.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0918.GEOID18 height accuracy estimate available here.
 EH0918
 EH0918.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU202235(NAD 83)
 EH0918
 EH0918                          SUPERSEDED SURVEY CONTROL
 EH0918
 EH0918  NGVD 29 (11/26/84)   62.253  (m)          204.24   (f) ADJUSTED    2 0
 EH0918
 EH0918.Superseded values are not recommended for survey control.
 EH0918
 EH0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0918.See file dsdata.pdf to determine how the superseded data were derived.
 EH0918
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2150 ***********************************************************************
 EH2150  DESIGNATION -  37
 EH2150  PID         -  EH2150
 EH2150  STATE/COUNTY-  AR/LONOKE
 EH2150  COUNTRY     -  US
 EH2150  USGS QUAD   -  POCKET PRAIRIE (2017)
 EH2150
 EH2150                         *CURRENT SURVEY CONTROL
 EH2150  ______________________________________________________________________
 EH2150* NAD 83(1986) POSITION- 34 45 52.     (N) 091 46 42.     (W)   SCALED
 EH2150* NAVD 88 ORTHO HEIGHT -    69.931 (meters)      229.43  (feet) ADJUSTED
 EH2150  ______________________________________________________________________
 EH2150  GEOID HEIGHT    -        -26.829 (meters)                     GEOID18
 EH2150  DYNAMIC HEIGHT  -         69.865 (meters)      229.22  (feet) COMP
 EH2150  MODELED GRAVITY -    979,698.3   (mgal)                       NAVD 88
 EH2150
 EH2150  VERT ORDER      -  FIRST     CLASS II
 EH2150
 EH2150.The horizontal coordinates were scaled from a map and have
 EH2150.an estimated accuracy of +/- 6 seconds.
 EH2150
 EH2150.The orthometric height was determined by differential leveling and
 EH2150.adjusted by the NATIONAL GEODETIC SURVEY
 EH2150.in June 1991.
 EH2150
 EH2150.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2150.GEOID18 height accuracy estimate available here.
 EH2150
 EH2150.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU118476(NAD 83)
 EH2150
 EH2150                          SUPERSEDED SURVEY CONTROL
 EH2150
 EH2150  NGVD 29 (11/26/84)   69.942  (m)          229.47   (f) ADJUSTED    1 2
 EH2150
 EH2150.Superseded values are not recommended for survey control.
 EH2150
 EH2150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2150.See file dsdata.pdf to determine how the superseded data were derived.
 EH2150
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1709 ***********************************************************************
 EH1709  DESIGNATION -  37/38 REF
 EH1709  PID         -  EH1709
 EH1709  STATE/COUNTY-  AR/JEFFERSON
 EH1709  COUNTRY     -  US
 EH1709  USGS QUAD   -  CADES (2017)
 EH1709
 EH1709                         *CURRENT SURVEY CONTROL
 EH1709  ______________________________________________________________________
 EH1709* NAD 83(1986) POSITION- 34 06 28.     (N) 091 33 33.     (W)   SCALED
 EH1709* NAVD 88 ORTHO HEIGHT -    55.113 (meters)      180.82  (feet) ADJUSTED
 EH1709  ______________________________________________________________________
 EH1709  GEOID HEIGHT    -        -26.059 (meters)                     GEOID18
 EH1709  DYNAMIC HEIGHT  -         55.059 (meters)      180.64  (feet) COMP
 EH1709  MODELED GRAVITY -    979,655.5   (mgal)                       NAVD 88
 EH1709
 EH1709  VERT ORDER      -  FIRST     CLASS II
 EH1709
 EH1709.The horizontal coordinates were scaled from a map and have
 EH1709.an estimated accuracy of +/- 6 seconds.
 EH1709
 EH1709.The orthometric height was determined by differential leveling and
 EH1709.adjusted by the NATIONAL GEODETIC SURVEY
 EH1709.in August 1993.
 EH1709
 EH1709.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1709.GEOID18 height accuracy estimate available here.
 EH1709
 EH1709.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT328750(NAD 83)
 EH1709
 EH1709                          SUPERSEDED SURVEY CONTROL
 EH1709
 EH1709  NAVD 88 (06/15/91)   55.151  (m)          180.94   (f) SUPERSEDED  1 2
 EH1709  NGVD 29 (11/26/84)   55.202  (m)          181.11   (f) ADJUSTED    1 2
 EH1709
 EH1709.Superseded values are not recommended for survey control.
 EH1709
 EH1709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1709.See file dsdata.pdf to determine how the superseded data were derived.
 EH1709
 EH1709_MARKER: P = PIPE CAP
 EH1709_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1709_STAMPING: B M REF 37/38
 EH1709_MARK LOGO: USACE
 EH1709_MAGNETIC: P = MARKER IS A STEEL PIPE
 EH1709_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1709
 EH1709  HISTORY     - Date     Condition        Report By
 EH1709  HISTORY     - UNK      MONUMENTED       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 DK1148 ***********************************************************************
 DK1148  DESIGNATION -  3700 A CAP
 DK1148  PID         -  DK1148
 DK1148  STATE/COUNTY-  AR/CHICOT
 DK1148  COUNTRY     -  US
 DK1148  USGS QUAD   -  READLAND (2017)
 DK1148
 DK1148                         *CURRENT SURVEY CONTROL
 DK1148  ______________________________________________________________________
 DK1148* NAD 83(1986) POSITION- 33 03 33.     (N) 091 10 14.     (W)   SCALED
 DK1148* NAVD 88 ORTHO HEIGHT -    35.09  (+/-2cm)      115.1   (feet) VERTCON3
 DK1148  ______________________________________________________________________
 DK1148  GEOID HEIGHT    -        -26.190 (meters)                     GEOID18
 DK1148  VERT ORDER      -  ? (See Below)
 DK1148
 DK1148.The horizontal coordinates were scaled from a 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
 DK1148.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1148.GEOID18 height accuracy estimate available here.
 DK1148
 DK1148.The vertical order pertains to the NGVD 29 superseded value.
 DK1148
 DK1148.Click photographs - Photos may exist for this station.
 DK1148
 DK1148;                    North         East    Units  Estimated Accuracy
 DK1148;SPC AR S     -   443,850.      477,470.      MT  (+/- 180 meters Scaled)
 DK1148
 DK1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS707593(NAD 83)
 DK1148
 DK1148                          SUPERSEDED SURVEY CONTROL
 DK1148
 DK1148  NGVD 29 (11/26/84)   35.150  (m)          115.32   (f) ADJUSTED       
 DK1148
 DK1148.Superseded values are not recommended for survey control.
 DK1148
 DK1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1148.See file dsdata.pdf to determine how the superseded data were derived.
 DK1148
 DK1148_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1148_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1148_MARK LOGO: USACE
 DK1148_MAGNETIC: P = MARKER IS A STEEL PIPE
 DK1148_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1148
 DK1148  HISTORY     - Date     Condition        Report By
 DK1148  HISTORY     - UNK      MONUMENTED       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 EK0018 ***********************************************************************
 EK0018  DESIGNATION -  378
 EK0018  PID         -  EK0018
 EK0018  STATE/COUNTY-  AR/POLK
 EK0018  COUNTRY     -  US
 EK0018  USGS QUAD   -  MENA (2017)
 EK0018
 EK0018                         *CURRENT SURVEY CONTROL
 EK0018  ______________________________________________________________________
 EK0018* NAD 83(1986) POSITION- 34 36 20.     (N) 094 13 23.     (W)   SCALED
 EK0018* NAVD 88 ORTHO HEIGHT -   345.360 (meters)     1133.07  (feet) ADJUSTED
 EK0018  ______________________________________________________________________
 EK0018  GEOID HEIGHT    -        -30.199 (meters)                     GEOID18
 EK0018  DYNAMIC HEIGHT  -        344.987 (meters)     1131.84  (feet) COMP
 EK0018  MODELED GRAVITY -    979,546.7   (mgal)                       NAVD 88
 EK0018
 EK0018  VERT ORDER      -  FIRST     CLASS II
 EK0018
 EK0018.The horizontal coordinates were scaled from a map and have
 EK0018.an estimated accuracy of +/- 6 seconds.
 EK0018
 EK0018.The orthometric height was determined by differential leveling and
 EK0018.adjusted by the NATIONAL GEODETIC SURVEY
 EK0018.in June 1991.
 EK0018
 EK0018.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0018.GEOID18 height accuracy estimate available here.
 EK0018
 EK0018.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU878299(NAD 83)
 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
 EK0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0018.See file dsdata.pdf to determine how the superseded data were derived.
 EK0018
 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             CGS
 EK0018  HISTORY     - 1965     MARK NOT FOUND   CGS
 EK0018
 EK0018                          STATION DESCRIPTION
 EK0018
 EK0018'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1965
 EK0018'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EK0019 ***********************************************************************
 EK0019  DESIGNATION -  379 A
 EK0019  PID         -  EK0019
 EK0019  STATE/COUNTY-  AR/POLK
 EK0019  COUNTRY     -  US
 EK0019  USGS QUAD   -  MENA (2017)
 EK0019
 EK0019                         *CURRENT SURVEY CONTROL
 EK0019  ______________________________________________________________________
 EK0019* NAD 83(1986) POSITION- 34 35 33.     (N) 094 13 35.     (W)   SCALED
 EK0019* NAVD 88 ORTHO HEIGHT -   340.356 (meters)     1116.65  (feet) ADJUSTED
 EK0019  ______________________________________________________________________
 EK0019  GEOID HEIGHT    -        -30.162 (meters)                     GEOID18
 EK0019  DYNAMIC HEIGHT  -        339.989 (meters)     1115.45  (feet) COMP
 EK0019  MODELED GRAVITY -    979,546.4   (mgal)                       NAVD 88
 EK0019
 EK0019  VERT ORDER      -  FIRST     CLASS II
 EK0019
 EK0019.The horizontal coordinates were scaled from a map and have
 EK0019.an estimated accuracy of +/- 6 seconds.
 EK0019
 EK0019.The orthometric height was determined by differential leveling and
 EK0019.adjusted by the NATIONAL GEODETIC SURVEY
 EK0019.in June 1991.
 EK0019
 EK0019.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0019.GEOID18 height accuracy estimate available here.
 EK0019
 EK0019.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU875285(NAD 83)
 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
 EK0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0019.See file dsdata.pdf to determine how the superseded data were derived.
 EK0019
 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             CGS
 EK0019  HISTORY     - 1965     MARK NOT FOUND   CGS
 EK0019
 EK0019                          STATION DESCRIPTION
 EK0019
 EK0019'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1965
 EK0019'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EK0020 ***********************************************************************
 EK0020  DESIGNATION -  379 B
 EK0020  PID         -  EK0020
 EK0020  STATE/COUNTY-  AR/POLK
 EK0020  COUNTRY     -  US
 EK0020  USGS QUAD   -  MENA (2017)
 EK0020
 EK0020                         *CURRENT SURVEY CONTROL
 EK0020  ______________________________________________________________________
 EK0020* NAD 83(1986) POSITION- 34 35 12.     (N) 094 13 45.     (W)   SCALED
 EK0020* NAVD 88 ORTHO HEIGHT -   343.746 (meters)     1127.77  (feet) ADJUSTED
 EK0020  ______________________________________________________________________
 EK0020  GEOID HEIGHT    -        -30.147 (meters)                     GEOID18
 EK0020  DYNAMIC HEIGHT  -        343.374 (meters)     1126.55  (feet) COMP
 EK0020  MODELED GRAVITY -    979,546.0   (mgal)                       NAVD 88
 EK0020
 EK0020  VERT ORDER      -  FIRST     CLASS II
 EK0020
 EK0020.The horizontal coordinates were scaled from a map and have
 EK0020.an estimated accuracy of +/- 6 seconds.
 EK0020
 EK0020.The orthometric height was determined by differential leveling and
 EK0020.adjusted by the NATIONAL GEODETIC SURVEY
 EK0020.in June 1991.
 EK0020
 EK0020.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0020.GEOID18 height accuracy estimate available here.
 EK0020
 EK0020.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU872278(NAD 83)
 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
 EK0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0020.See file dsdata.pdf to determine how the superseded data were derived.
 EK0020
 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             CGS
 EK0020  HISTORY     - 1965     MARK NOT FOUND   CGS
 EK0020
 EK0020                          STATION DESCRIPTION
 EK0020
 EK0020'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1965
 EK0020'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EK0023 ***********************************************************************
 EK0023  DESIGNATION -  379 D
 EK0023  PID         -  EK0023
 EK0023  STATE/COUNTY-  AR/POLK
 EK0023  COUNTRY     -  US
 EK0023  USGS QUAD   -  MENA (2017)
 EK0023
 EK0023                         *CURRENT SURVEY CONTROL
 EK0023  ______________________________________________________________________
 EK0023* NAD 83(1986) POSITION- 34 34 32.     (N) 094 14 32.     (W)   SCALED
 EK0023* NAVD 88 ORTHO HEIGHT -   351.152 (meters)     1152.07  (feet) ADJUSTED
 EK0023  ______________________________________________________________________
 EK0023  GEOID HEIGHT    -        -30.135 (meters)                     GEOID18
 EK0023  DYNAMIC HEIGHT  -        350.772 (meters)     1150.82  (feet) COMP
 EK0023  MODELED GRAVITY -    979,543.7   (mgal)                       NAVD 88
 EK0023
 EK0023  VERT ORDER      -  FIRST     CLASS II
 EK0023
 EK0023.The horizontal coordinates were scaled from a map and have
 EK0023.an estimated accuracy of +/- 6 seconds.
 EK0023
 EK0023.The orthometric height was determined by differential leveling and
 EK0023.adjusted by the NATIONAL GEODETIC SURVEY
 EK0023.in June 1991.
 EK0023
 EK0023.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0023.GEOID18 height accuracy estimate available here.
 EK0023
 EK0023.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU860266(NAD 83)
 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
 EK0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0023.See file dsdata.pdf to determine how the superseded data were derived.
 EK0023
 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             CGS
 EK0023  HISTORY     - 1961     MARK NOT FOUND   CGS
 EK0023
 EK0023                          STATION DESCRIPTION
 EK0023
 EK0023'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1961
 EK0023'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1708 ***********************************************************************
 EH1708  DESIGNATION -  38/39
 EH1708  PID         -  EH1708
 EH1708  STATE/COUNTY-  AR/JEFFERSON
 EH1708  COUNTRY     -  US
 EH1708  USGS QUAD   -  CADES (2017)
 EH1708
 EH1708                         *CURRENT SURVEY CONTROL
 EH1708  ______________________________________________________________________
 EH1708* NAD 83(1986) POSITION- 34 06 28.     (N) 091 32 49.     (W)   SCALED
 EH1708* NAVD 88 ORTHO HEIGHT -    54.951 (meters)      180.29  (feet) ADJUSTED
 EH1708  ______________________________________________________________________
 EH1708  GEOID HEIGHT    -        -26.068 (meters)                     GEOID18
 EH1708  DYNAMIC HEIGHT  -         54.897 (meters)      180.11  (feet) COMP
 EH1708  MODELED GRAVITY -    979,655.4   (mgal)                       NAVD 88
 EH1708
 EH1708  VERT ORDER      -  FIRST     CLASS II
 EH1708
 EH1708.The horizontal coordinates were scaled from a map and have
 EH1708.an estimated accuracy of +/- 6 seconds.
 EH1708
 EH1708.The orthometric height was determined by differential leveling and
 EH1708.adjusted by the NATIONAL GEODETIC SURVEY
 EH1708.in August 1993.
 EH1708
 EH1708.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1708.GEOID18 height accuracy estimate available here.
 EH1708
 EH1708.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT340750(NAD 83)
 EH1708
 EH1708                          SUPERSEDED SURVEY CONTROL
 EH1708
 EH1708  NAVD 88 (06/15/91)   54.992  (m)          180.42   (f) SUPERSEDED  1 2
 EH1708  NGVD 29 (11/26/84)   55.042  (m)          180.58   (f) ADJUSTED    1 2
 EH1708
 EH1708.Superseded values are not recommended for survey control.
 EH1708
 EH1708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1708.See file dsdata.pdf to determine how the superseded data were derived.
 EH1708
 EH1708_MARKER: P = PIPE CAP
 EH1708_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1708_STAMPING: B M 38/39
 EH1708_MARK LOGO: USACE
 EH1708_MAGNETIC: P = MARKER IS A STEEL PIPE
 EH1708_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1708
 EH1708  HISTORY     - Date     Condition        Report By
 EH1708  HISTORY     - UNK      MONUMENTED       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 EK0025 ***********************************************************************
 EK0025  DESIGNATION -  384
 EK0025  PID         -  EK0025
 EK0025  STATE/COUNTY-  AR/POLK
 EK0025  COUNTRY     -  US
 EK0025  USGS QUAD   -  POTTER (2017)
 EK0025
 EK0025                         *CURRENT SURVEY CONTROL
 EK0025  ______________________________________________________________________
 EK0025* NAD 83(1986) POSITION- 34 33 28.     (N) 094 17 56.     (W)   SCALED
 EK0025* NAVD 88 ORTHO HEIGHT -   300.073 (meters)      984.49  (feet) ADJUSTED
 EK0025  ______________________________________________________________________
 EK0025  GEOID HEIGHT    -        -30.232 (meters)                     GEOID18
 EK0025  DYNAMIC HEIGHT  -        299.746 (meters)      983.42  (feet) COMP
 EK0025  MODELED GRAVITY -    979,539.5   (mgal)                       NAVD 88
 EK0025
 EK0025  VERT ORDER      -  FIRST     CLASS II
 EK0025
 EK0025.The horizontal coordinates were scaled from a map and have
 EK0025.an estimated accuracy of +/- 6 seconds.
 EK0025
 EK0025.The orthometric height was determined by differential leveling and
 EK0025.adjusted by the NATIONAL GEODETIC SURVEY
 EK0025.in June 1991.
 EK0025
 EK0025.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0025.GEOID18 height accuracy estimate available here.
 EK0025
 EK0025.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU808247(NAD 83)
 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
 EK0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0025.See file dsdata.pdf to determine how the superseded data were derived.
 EK0025
 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             CGS
 EK0025  HISTORY     - 1961     MARK NOT FOUND   CGS
 EK0025  HISTORY     - 1985     MARK NOT FOUND   NGS
 EK0025
 EK0025                          STATION DESCRIPTION
 EK0025
 EK0025'DESCRIBED BY COAST AND 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EK0157 ***********************************************************************
 EK0157  DESIGNATION -  384
 EK0157  PID         -  EK0157
 EK0157  STATE/COUNTY-  AR/HOWARD
 EK0157  COUNTRY     -  US
 EK0157  USGS QUAD   -  DIERKS (2017)
 EK0157
 EK0157                         *CURRENT SURVEY CONTROL
 EK0157  ______________________________________________________________________
 EK0157* NAD 83(1986) POSITION- 34 05 37.     (N) 094 03 14.     (W)   SCALED
 EK0157* NAVD 88 ORTHO HEIGHT -   117.327 (meters)      384.93  (feet) ADJUSTED
 EK0157  ______________________________________________________________________
 EK0157  GEOID HEIGHT    -        -27.760 (meters)                     GEOID18
 EK0157  DYNAMIC HEIGHT  -        117.208 (meters)      384.54  (feet) COMP
 EK0157  MODELED GRAVITY -    979,619.8   (mgal)                       NAVD 88
 EK0157
 EK0157  VERT ORDER      -  SECOND    CLASS 0
 EK0157
 EK0157.The horizontal coordinates were scaled from a map and have
 EK0157.an estimated accuracy of +/- 6 seconds.
 EK0157
 EK0157.The orthometric height was determined by differential leveling and
 EK0157.adjusted by the NATIONAL GEODETIC SURVEY
 EK0157.in June 1991.
 EK0157
 EK0157.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0157.GEOID18 height accuracy estimate available here.
 EK0157
 EK0157.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT027730(NAD 83)
 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
 EK0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0157.See file dsdata.pdf to determine how the superseded data were derived.
 EK0157
 EK0157_MARKER: P = PIPE CAP
 EK0157_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EK0157_STAMPING: 384 1908
 EK0157_MARK LOGO: USGS
 EK0157_MAGNETIC: P = MARKER IS A STEEL PIPE
 EK0157_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0157
 EK0157  HISTORY     - Date     Condition        Report By
 EK0157  HISTORY     - 1908     MONUMENTED       USGS
 EK0157  HISTORY     - 1934     GOOD             CGS
 EK0157  HISTORY     - 1962     GOOD             CGS
 EK0157
 EK0157                          STATION DESCRIPTION
 EK0157
 EK0157'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1962
 EK0157'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1188 ***********************************************************************
 FG1188  DESIGNATION -  384
 FG1188  PID         -  FG1188
 FG1188  STATE/COUNTY-  AR/FRANKLIN
 FG1188  COUNTRY     -  US
 FG1188  USGS QUAD   -  CECIL (2017)
 FG1188
 FG1188                         *CURRENT SURVEY CONTROL
 FG1188  ______________________________________________________________________
 FG1188* NAD 83(1986) POSITION- 35 28 31.     (N) 093 58 04.     (W)   SCALED
 FG1188* NAVD 88 ORTHO HEIGHT -   117.173 (meters)      384.43  (feet) ADJUSTED
 FG1188  ______________________________________________________________________
 FG1188  GEOID HEIGHT    -        -29.344 (meters)                     GEOID18
 FG1188  DYNAMIC HEIGHT  -        117.065 (meters)      384.07  (feet) COMP
 FG1188  MODELED GRAVITY -    979,709.0   (mgal)                       NAVD 88
 FG1188
 FG1188  VERT ORDER      -  FIRST     CLASS II
 FG1188
 FG1188.The horizontal coordinates were scaled from a map and have
 FG1188.an estimated accuracy of +/- 6 seconds.
 FG1188
 FG1188.The orthometric height was determined by differential leveling and
 FG1188.adjusted by the NATIONAL GEODETIC SURVEY
 FG1188.in June 1991.
 FG1188
 FG1188.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1188.GEOID18 height accuracy estimate available here.
 FG1188
 FG1188.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV122261(NAD 83)
 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
 FG1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1188.See file dsdata.pdf to determine how the superseded data were derived.
 FG1188
 FG1188_MARKER: Q = CHISELED SQUARE
 FG1188_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FG1188_SP_SET: BRIDGE
 FG1188_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1188
 FG1188  HISTORY     - Date     Condition        Report By
 FG1188  HISTORY     - UNK      MONUMENTED       USACE
 FG1188  HISTORY     - 1932     GOOD             CGS
 FG1188  HISTORY     - 1959     GOOD             CGS
 FG1188
 FG1188                          STATION DESCRIPTION
 FG1188
 FG1188'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1959
 FG1188'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EK0026 ***********************************************************************
 EK0026  DESIGNATION -  385
 EK0026  PID         -  EK0026
 EK0026  STATE/COUNTY-  AR/POLK
 EK0026  COUNTRY     -  US
 EK0026  USGS QUAD   -  POTTER (2017)
 EK0026
 EK0026                         *CURRENT SURVEY CONTROL
 EK0026  ______________________________________________________________________
 EK0026* NAD 83(1986) POSITION- 34 33 31.     (N) 094 18 52.     (W)   SCALED
 EK0026* NAVD 88 ORTHO HEIGHT -   292.621 (meters)      960.04  (feet) ADJUSTED
 EK0026  ______________________________________________________________________
 EK0026  GEOID HEIGHT    -        -30.284 (meters)                     GEOID18
 EK0026  DYNAMIC HEIGHT  -        292.302 (meters)      958.99  (feet) COMP
 EK0026  MODELED GRAVITY -    979,539.6   (mgal)                       NAVD 88
 EK0026
 EK0026  VERT ORDER      -  FIRST     CLASS II
 EK0026
 EK0026.The horizontal coordinates were scaled from a map and have
 EK0026.an estimated accuracy of +/- 6 seconds.
 EK0026
 EK0026.The orthometric height was determined by differential leveling and
 EK0026.adjusted by the NATIONAL GEODETIC SURVEY
 EK0026.in June 1991.
 EK0026
 EK0026.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0026.GEOID18 height accuracy estimate available here.
 EK0026
 EK0026.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU794248(NAD 83)
 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
 EK0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0026.See file dsdata.pdf to determine how the superseded data were derived.
 EK0026
 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             CGS
 EK0026  HISTORY     - 1961     MARK NOT FOUND   CGS
 EK0026  HISTORY     - 1985     MARK NOT FOUND   NGS
 EK0026
 EK0026                          STATION DESCRIPTION
 EK0026
 EK0026'DESCRIBED BY COAST AND 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EK0027 ***********************************************************************
 EK0027  DESIGNATION -  386
 EK0027  PID         -  EK0027
 EK0027  STATE/COUNTY-  AR/POLK
 EK0027  COUNTRY     -  US
 EK0027  USGS QUAD   -  POTTER (2017)
 EK0027
 EK0027                         *CURRENT SURVEY CONTROL
 EK0027  ______________________________________________________________________
 EK0027* NAD 83(1986) POSITION- 34 33 32.     (N) 094 20 01.     (W)   SCALED
 EK0027* NAVD 88 ORTHO HEIGHT -   287.027 (meters)      941.69  (feet) ADJUSTED
 EK0027  ______________________________________________________________________
 EK0027  GEOID HEIGHT    -        -30.345 (meters)                     GEOID18
 EK0027  DYNAMIC HEIGHT  -        286.715 (meters)      940.66  (feet) COMP
 EK0027  MODELED GRAVITY -    979,540.6   (mgal)                       NAVD 88
 EK0027
 EK0027  VERT ORDER      -  FIRST     CLASS II
 EK0027
 EK0027.The horizontal coordinates were scaled from a map and have
 EK0027.an estimated accuracy of +/- 6 seconds.
 EK0027
 EK0027.The orthometric height was determined by differential leveling and
 EK0027.adjusted by the NATIONAL GEODETIC SURVEY
 EK0027.in June 1991.
 EK0027
 EK0027.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0027.GEOID18 height accuracy estimate available here.
 EK0027
 EK0027.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU776249(NAD 83)
 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
 EK0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0027.See file dsdata.pdf to determine how the superseded data were derived.
 EK0027
 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             CGS
 EK0027  HISTORY     - 1961     MARK NOT FOUND   CGS
 EK0027  HISTORY     - 1985     MARK NOT FOUND   NGS
 EK0027
 EK0027                          STATION DESCRIPTION
 EK0027
 EK0027'DESCRIBED BY COAST AND 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EK0029 ***********************************************************************
 EK0029  DESIGNATION -  387 A
 EK0029  PID         -  EK0029
 EK0029  STATE/COUNTY-  AR/POLK
 EK0029  COUNTRY     -  US
 EK0029  USGS QUAD   -  POTTER (2017)
 EK0029
 EK0029                         *CURRENT SURVEY CONTROL
 EK0029  ______________________________________________________________________
 EK0029* NAD 83(1986) POSITION- 34 32 45.     (N) 094 20 45.     (W)   SCALED
 EK0029* NAVD 88 ORTHO HEIGHT -   277.965 (meters)      911.96  (feet) ADJUSTED
 EK0029  ______________________________________________________________________
 EK0029  GEOID HEIGHT    -        -30.325 (meters)                     GEOID18
 EK0029  DYNAMIC HEIGHT  -        277.663 (meters)      910.97  (feet) COMP
 EK0029  MODELED GRAVITY -    979,542.5   (mgal)                       NAVD 88
 EK0029
 EK0029  VERT ORDER      -  FIRST     CLASS II
 EK0029
 EK0029.The horizontal coordinates were scaled from a map and have
 EK0029.an estimated accuracy of +/- 6 seconds.
 EK0029
 EK0029.The orthometric height was determined by differential leveling and
 EK0029.adjusted by the NATIONAL GEODETIC SURVEY
 EK0029.in June 1991.
 EK0029
 EK0029.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0029.GEOID18 height accuracy estimate available here.
 EK0029
 EK0029.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU765235(NAD 83)
 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
 EK0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0029.See file dsdata.pdf to determine how the superseded data were derived.
 EK0029
 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             CGS
 EK0029  HISTORY     - 1965     MARK NOT FOUND   CGS
 EK0029  HISTORY     - 1985     MARK NOT FOUND   NGS
 EK0029
 EK0029                          STATION DESCRIPTION
 EK0029
 EK0029'DESCRIBED BY COAST AND 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EK0030 ***********************************************************************
 EK0030  DESIGNATION -  388
 EK0030  PID         -  EK0030
 EK0030  STATE/COUNTY-  AR/POLK
 EK0030  COUNTRY     -  US
 EK0030  USGS QUAD   -  POTTER (2017)
 EK0030
 EK0030                         *CURRENT SURVEY CONTROL
 EK0030  ______________________________________________________________________
 EK0030* NAD 83(1986) POSITION- 34 32 12.     (N) 094 21 14.     (W)   SCALED
 EK0030* NAVD 88 ORTHO HEIGHT -   281.022 (meters)      921.99  (feet) ADJUSTED
 EK0030  ______________________________________________________________________
 EK0030  GEOID HEIGHT    -        -30.308 (meters)                     GEOID18
 EK0030  DYNAMIC HEIGHT  -        280.717 (meters)      920.99  (feet) COMP
 EK0030  MODELED GRAVITY -    979,543.7   (mgal)                       NAVD 88
 EK0030
 EK0030  VERT ORDER      -  FIRST     CLASS II
 EK0030
 EK0030.The horizontal coordinates were scaled from a map and have
 EK0030.an estimated accuracy of +/- 6 seconds.
 EK0030
 EK0030.The orthometric height was determined by differential leveling and
 EK0030.adjusted by the NATIONAL GEODETIC SURVEY
 EK0030.in June 1991.
 EK0030
 EK0030.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0030.GEOID18 height accuracy estimate available here.
 EK0030
 EK0030.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU757224(NAD 83)
 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
 EK0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0030.See file dsdata.pdf to determine how the superseded data were derived.
 EK0030
 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             CGS
 EK0030  HISTORY     - 1961     MARK NOT FOUND   CGS
 EK0030  HISTORY     - 1985     MARK NOT FOUND   NGS
 EK0030
 EK0030                          STATION DESCRIPTION
 EK0030
 EK0030'DESCRIBED BY COAST AND 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DL0755 ***********************************************************************
 DL0755  DESIGNATION -  389
 DL0755  PID         -  DL0755
 DL0755  STATE/COUNTY-  AR/LAFAYETTE
 DL0755  COUNTRY     -  US
 DL0755  USGS QUAD   -  LEWISVILLE (2017)
 DL0755
 DL0755                         *CURRENT SURVEY CONTROL
 DL0755  ______________________________________________________________________
 DL0755* NAD 83(1986) POSITION- 33 21 16.     (N) 093 34 01.     (W)   SCALED
 DL0755* NAVD 88 ORTHO HEIGHT -    82.945 (meters)      272.13  (feet) ADJUSTED
 DL0755  ______________________________________________________________________
 DL0755  GEOID HEIGHT    -        -26.712 (meters)                     GEOID18
 DL0755  DYNAMIC HEIGHT  -         82.857 (meters)      271.84  (feet) COMP
 DL0755  MODELED GRAVITY -    979,567.8   (mgal)                       NAVD 88
 DL0755
 DL0755  VERT ORDER      -  SECOND    CLASS 0
 DL0755
 DL0755.The horizontal coordinates were scaled from a map and have
 DL0755.an estimated accuracy of +/- 6 seconds.
 DL0755
 DL0755.The orthometric height was determined by differential leveling and
 DL0755.adjusted by the NATIONAL GEODETIC SURVEY
 DL0755.in June 1991.
 DL0755
 DL0755.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0755.GEOID18 height accuracy estimate available here.
 DL0755
 DL0755.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS472907(NAD 83)
 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
 DL0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0755.See file dsdata.pdf to determine how the superseded data were derived.
 DL0755
 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   CGS
 DL0755
 DL0755                          STATION DESCRIPTION
 DL0755
 DL0755'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EH1705 ***********************************************************************
 EH1705  DESIGNATION -  39/40
 EH1705  PID         -  EH1705
 EH1705  STATE/COUNTY-  AR/JEFFERSON
 EH1705  COUNTRY     -  US
 EH1705  USGS QUAD   -  CADES (2017)
 EH1705
 EH1705                         *CURRENT SURVEY CONTROL
 EH1705  ______________________________________________________________________
 EH1705* NAD 83(1986) POSITION- 34 06 15.     (N) 091 31 54.     (W)   SCALED
 EH1705* NAVD 88 ORTHO HEIGHT -    55.683 (meters)      182.69  (feet) ADJUSTED
 EH1705  ______________________________________________________________________
 EH1705  GEOID HEIGHT    -        -26.075 (meters)                     GEOID18
 EH1705  DYNAMIC HEIGHT  -         55.628 (meters)      182.51  (feet) COMP
 EH1705  MODELED GRAVITY -    979,655.0   (mgal)                       NAVD 88
 EH1705
 EH1705  VERT ORDER      -  SECOND    CLASS 0
 EH1705
 EH1705.The horizontal coordinates were scaled from a map and have
 EH1705.an estimated accuracy of +/- 6 seconds.
 EH1705
 EH1705.The orthometric height was determined by differential leveling and
 EH1705.adjusted by the NATIONAL GEODETIC SURVEY
 EH1705.in August 1993.
 EH1705
 EH1705.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1705.GEOID18 height accuracy estimate available here.
 EH1705
 EH1705.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT354746(NAD 83)
 EH1705
 EH1705                          SUPERSEDED SURVEY CONTROL
 EH1705
 EH1705  NAVD 88 (06/15/91)   55.727  (m)          182.83   (f) SUPERSEDED  2 0
 EH1705  NGVD 29 (11/26/84)   55.794  (m)          183.05   (f) ADJUSTED    2 0
 EH1705
 EH1705.Superseded values are not recommended for survey control.
 EH1705
 EH1705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1705.See file dsdata.pdf to determine how the superseded data were derived.
 EH1705
 EH1705_MARKER: P = PIPE CAP
 EH1705_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1705_STAMPING: B M 39/40
 EH1705_MARK LOGO: USACE
 EH1705_MAGNETIC: P = MARKER IS A STEEL PIPE
 EH1705_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1705
 EH1705  HISTORY     - Date     Condition        Report By
 EH1705  HISTORY     - UNK      MONUMENTED       USACE
 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 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 = MARCH 20, 2026 22:17:28 EDT
 EH1704 ***********************************************************************
 EH1704  DESIGNATION -  39/40 REF
 EH1704  PID         -  EH1704
 EH1704  STATE/COUNTY-  AR/JEFFERSON
 EH1704  COUNTRY     -  US
 EH1704  USGS QUAD   -  CADES (2017)
 EH1704
 EH1704                         *CURRENT SURVEY CONTROL
 EH1704  ______________________________________________________________________
 EH1704* NAD 83(1986) POSITION- 34 06 14.     (N) 091 31 49.     (W)   SCALED
 EH1704* NAVD 88 ORTHO HEIGHT -    55.283 (meters)      181.37  (feet) ADJUSTED
 EH1704  ______________________________________________________________________
 EH1704  GEOID HEIGHT    -        -26.076 (meters)                     GEOID18
 EH1704  DYNAMIC HEIGHT  -         55.229 (meters)      181.20  (feet) COMP
 EH1704  MODELED GRAVITY -    979,655.0   (mgal)                       NAVD 88
 EH1704
 EH1704  VERT ORDER      -  FIRST     CLASS II
 EH1704
 EH1704.The horizontal coordinates were scaled from a map and have
 EH1704.an estimated accuracy of +/- 6 seconds.
 EH1704
 EH1704.The orthometric height was determined by differential leveling and
 EH1704.adjusted by the NATIONAL GEODETIC SURVEY
 EH1704.in August 1993.
 EH1704
 EH1704.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1704.GEOID18 height accuracy estimate available here.
 EH1704
 EH1704.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT355746(NAD 83)
 EH1704
 EH1704                          SUPERSEDED SURVEY CONTROL
 EH1704
 EH1704  NAVD 88 (06/15/91)   55.328  (m)          181.52   (f) SUPERSEDED  1 2
 EH1704  NGVD 29 (11/26/84)   55.377  (m)          181.68   (f) ADJUSTED    1 2
 EH1704
 EH1704.Superseded values are not recommended for survey control.
 EH1704
 EH1704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1704.See file dsdata.pdf to determine how the superseded data were derived.
 EH1704
 EH1704_MARKER: P = PIPE CAP
 EH1704_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1704_STAMPING: B M REF 39/40
 EH1704_MARK LOGO: USACE
 EH1704_MAGNETIC: P = MARKER IS A STEEL PIPE
 EH1704_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1704
 EH1704  HISTORY     - Date     Condition        Report By
 EH1704  HISTORY     - UNK      MONUMENTED       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 EK0032 ***********************************************************************
 EK0032  DESIGNATION -  390
 EK0032  PID         -  EK0032
 EK0032  STATE/COUNTY-  AR/POLK
 EK0032  COUNTRY     -  US
 EK0032  USGS QUAD   -  POTTER (2017)
 EK0032
 EK0032                         *CURRENT SURVEY CONTROL
 EK0032  ______________________________________________________________________
 EK0032* NAD 83(1986) POSITION- 34 30 38.     (N) 094 21 06.     (W)   SCALED
 EK0032* NAVD 88 ORTHO HEIGHT -   288.452 (meters)      946.36  (feet) ADJUSTED
 EK0032  ______________________________________________________________________
 EK0032  GEOID HEIGHT    -        -30.173 (meters)                     GEOID18
 EK0032  DYNAMIC HEIGHT  -        288.140 (meters)      945.34  (feet) COMP
 EK0032  MODELED GRAVITY -    979,544.2   (mgal)                       NAVD 88
 EK0032
 EK0032  VERT ORDER      -  FIRST     CLASS II
 EK0032
 EK0032.The horizontal coordinates were scaled from a map and have
 EK0032.an estimated accuracy of +/- 6 seconds.
 EK0032
 EK0032.The orthometric height was determined by differential leveling and
 EK0032.adjusted by the NATIONAL GEODETIC SURVEY
 EK0032.in June 1991.
 EK0032
 EK0032.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0032.GEOID18 height accuracy estimate available here.
 EK0032
 EK0032.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU759195(NAD 83)
 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
 EK0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0032.See file dsdata.pdf to determine how the superseded data were derived.
 EK0032
 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             CGS
 EK0032  HISTORY     - 1961     MARK NOT FOUND   CGS
 EK0032  HISTORY     - 1985     MARK NOT FOUND   NGS
 EK0032
 EK0032                          STATION DESCRIPTION
 EK0032
 EK0032'DESCRIBED BY COAST AND 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DK1157 ***********************************************************************
 DK1157  DESIGNATION -  3900 A BOLT
 DK1157  PID         -  DK1157
 DK1157  STATE/COUNTY-  AR/CHICOT
 DK1157  COUNTRY     -  US
 DK1157  USGS QUAD   -  READLAND (2017)
 DK1157
 DK1157                         *CURRENT SURVEY CONTROL
 DK1157  ______________________________________________________________________
 DK1157* NAD 83(1986) POSITION- 33 01 22.     (N) 091 11 42.     (W)   SCALED
 DK1157* NAVD 88 ORTHO HEIGHT -    33.60  (+/-2cm)      110.2   (feet) VERTCON3
 DK1157  ______________________________________________________________________
 DK1157  GEOID HEIGHT    -        -26.201 (meters)                     GEOID18
 DK1157  VERT ORDER      -  ? (See Below)
 DK1157
 DK1157.The horizontal coordinates were scaled from a 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
 DK1157.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1157.GEOID18 height accuracy estimate available here.
 DK1157
 DK1157.The vertical order pertains to the NGVD 29 superseded value.
 DK1157
 DK1157.Click photographs - Photos may exist for this station.
 DK1157
 DK1157;                    North         East    Units  Estimated Accuracy
 DK1157;SPC AR S     -   439,790.      475,220.      MT  (+/- 180 meters Scaled)
 DK1157
 DK1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS685552(NAD 83)
 DK1157
 DK1157                          SUPERSEDED SURVEY CONTROL
 DK1157
 DK1157  NGVD 29 (11/26/84)   33.650  (m)          110.40   (f) ADJUSTED       
 DK1157
 DK1157.Superseded values are not recommended for survey control.
 DK1157
 DK1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1157.See file dsdata.pdf to determine how the superseded data were derived.
 DK1157
 DK1157_MARKER: B = BOLT
 DK1157_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK1157_SP_SET: UNDERGROUND STONE
 DK1157_PROJECTION: RECESSED 91 CENTIMETERS
 DK1157_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1157
 DK1157  HISTORY     - Date     Condition        Report By
 DK1157  HISTORY     - UNK      MONUMENTED       USACE
 DK1157  HISTORY     - 1934     GOOD             USACE
 DK1157
 DK1157                          STATION DESCRIPTION
 DK1157
 DK1157'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1934
 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 = MARCH 20, 2026 22:17:28 EDT
 DK1158 ***********************************************************************
 DK1158  DESIGNATION -  3900 A CAP
 DK1158  PID         -  DK1158
 DK1158  STATE/COUNTY-  AR/CHICOT
 DK1158  COUNTRY     -  US
 DK1158  USGS QUAD   -  READLAND (2017)
 DK1158
 DK1158                         *CURRENT SURVEY CONTROL
 DK1158  ______________________________________________________________________
 DK1158* NAD 83(1986) POSITION- 33 01 27.     (N) 091 11 33.     (W)   SCALED
 DK1158* NAVD 88 ORTHO HEIGHT -    34.81  (+/-2cm)      114.2   (feet) VERTCON3
 DK1158  ______________________________________________________________________
 DK1158  GEOID HEIGHT    -        -26.202 (meters)                     GEOID18
 DK1158  VERT ORDER      -  ? (See Below)
 DK1158
 DK1158.The horizontal coordinates were scaled from a 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
 DK1158.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1158.GEOID18 height accuracy estimate available here.
 DK1158
 DK1158.The vertical order pertains to the NGVD 29 superseded value.
 DK1158
 DK1158.Click photographs - Photos may exist for this station.
 DK1158
 DK1158;                    North         East    Units  Estimated Accuracy
 DK1158;SPC AR S     -   439,950.      475,450.      MT  (+/- 180 meters Scaled)
 DK1158
 DK1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS688554(NAD 83)
 DK1158
 DK1158                          SUPERSEDED SURVEY CONTROL
 DK1158
 DK1158  NGVD 29 (11/26/84)   34.856  (m)          114.36   (f) ADJUSTED       
 DK1158
 DK1158.Superseded values are not recommended for survey control.
 DK1158
 DK1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1158.See file dsdata.pdf to determine how the superseded data were derived.
 DK1158
 DK1158_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1158_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1158_MARK LOGO: USACE
 DK1158_MAGNETIC: P = MARKER IS A STEEL PIPE
 DK1158_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1158
 DK1158  HISTORY     - Date     Condition        Report By
 DK1158  HISTORY     - UNK      MONUMENTED       USACE
 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 BEND OF
 DK1158'BAYOU, ABOUT 1500 FT. SOUTH OF SCHOOL WHICH SETS ON WEST SIDE OF HWY.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EK0088 ***********************************************************************
 EK0088  DESIGNATION -  391 A
 EK0088  PID         -  EK0088
 EK0088  STATE/COUNTY-  AR/POLK
 EK0088  COUNTRY     -  US
 EK0088  USGS QUAD   -  VANDERVOORT (2017)
 EK0088
 EK0088                         *CURRENT SURVEY CONTROL
 EK0088  ______________________________________________________________________
 EK0088* NAD 83(1986) POSITION- 34 29 38.     (N) 094 22 15.     (W)   SCALED
 EK0088* NAVD 88 ORTHO HEIGHT -   295.912 (meters)      970.84  (feet) ADJUSTED
 EK0088  ______________________________________________________________________
 EK0088  GEOID HEIGHT    -        -30.146 (meters)                     GEOID18
 EK0088  DYNAMIC HEIGHT  -        295.592 (meters)      969.79  (feet) COMP
 EK0088  MODELED GRAVITY -    979,546.2   (mgal)                       NAVD 88
 EK0088
 EK0088  VERT ORDER      -  FIRST     CLASS II
 EK0088
 EK0088.The horizontal coordinates were scaled from a map and have
 EK0088.an estimated accuracy of +/- 6 seconds.
 EK0088
 EK0088.The orthometric height was determined by differential leveling and
 EK0088.adjusted by the NATIONAL GEODETIC SURVEY
 EK0088.in June 1991.
 EK0088
 EK0088.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0088.GEOID18 height accuracy estimate available here.
 EK0088
 EK0088.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU741177(NAD 83)
 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
 EK0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0088.See file dsdata.pdf to determine how the superseded data were derived.
 EK0088
 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             CGS
 EK0088  HISTORY     - 1961     MARK NOT FOUND   CGS
 EK0088  HISTORY     - 1985     MARK NOT FOUND   NGS
 EK0088
 EK0088                          STATION DESCRIPTION
 EK0088
 EK0088'DESCRIBED BY COAST AND 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FH0174 ***********************************************************************
 FH0174  DESIGNATION -  393
 FH0174  PID         -  FH0174
 FH0174  STATE/COUNTY-  AR/CRAWFORD
 FH0174  COUNTRY     -  US
 FH0174  USGS QUAD   -  MULBERRY (2017)
 FH0174
 FH0174                         *CURRENT SURVEY CONTROL
 FH0174  ______________________________________________________________________
 FH0174* NAD 83(1986) POSITION- 35 29 40.     (N) 094 03 30.     (W)   SCALED
 FH0174* NAVD 88 ORTHO HEIGHT -   119.912 (meters)      393.41  (feet) ADJUSTED
 FH0174  ______________________________________________________________________
 FH0174  GEOID HEIGHT    -        -29.360 (meters)                     GEOID18
 FH0174  DYNAMIC HEIGHT  -        119.802 (meters)      393.05  (feet) COMP
 FH0174  MODELED GRAVITY -    979,718.9   (mgal)                       NAVD 88
 FH0174
 FH0174  VERT ORDER      -  FIRST     CLASS II
 FH0174
 FH0174.The horizontal coordinates were scaled from a map and have
 FH0174.an estimated accuracy of +/- 6 seconds.
 FH0174
 FH0174.The orthometric height was determined by differential leveling and
 FH0174.adjusted by the NATIONAL GEODETIC SURVEY
 FH0174.in June 1991.
 FH0174
 FH0174.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0174.GEOID18 height accuracy estimate available here.
 FH0174
 FH0174.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV040283(NAD 83)
 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
 FH0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0174.See file dsdata.pdf to determine how the superseded data were derived.
 FH0174
 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       USACE
 FH0174  HISTORY     - 1932     GOOD             CGS
 FH0174  HISTORY     - 1959     GOOD             CGS
 FH0174
 FH0174                          STATION DESCRIPTION
 FH0174
 FH0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 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 COAST AND GEODETIC SURVEY 1959
 FH0174'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EK0090 ***********************************************************************
 EK0090  DESIGNATION -  393.5
 EK0090  PID         -  EK0090
 EK0090  STATE/COUNTY-  AR/POLK
 EK0090  COUNTRY     -  US
 EK0090  USGS QUAD   -  COVE (2017)
 EK0090
 EK0090                         *CURRENT SURVEY CONTROL
 EK0090  ______________________________________________________________________
 EK0090* NAD 83(1986) POSITION- 34 27 58.     (N) 094 22 41.     (W)   SCALED
 EK0090* NAVD 88 ORTHO HEIGHT -   272.144 (meters)      892.86  (feet) ADJUSTED
 EK0090  ______________________________________________________________________
 EK0090  GEOID HEIGHT    -        -30.016 (meters)                     GEOID18
 EK0090  DYNAMIC HEIGHT  -        271.849 (meters)      891.89  (feet) COMP
 EK0090  MODELED GRAVITY -    979,546.8   (mgal)                       NAVD 88
 EK0090
 EK0090  VERT ORDER      -  FIRST     CLASS II
 EK0090
 EK0090.The horizontal coordinates were scaled from a map and have
 EK0090.an estimated accuracy of +/- 6 seconds.
 EK0090
 EK0090.The orthometric height was determined by differential leveling and
 EK0090.adjusted by the NATIONAL GEODETIC SURVEY
 EK0090.in June 1991.
 EK0090
 EK0090.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0090.GEOID18 height accuracy estimate available here.
 EK0090
 EK0090.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU734147(NAD 83)
 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
 EK0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0090.See file dsdata.pdf to determine how the superseded data were derived.
 EK0090
 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             CGS
 EK0090  HISTORY     - 1961     MARK NOT FOUND   CGS
 EK0090  HISTORY     - 1985     MARK NOT FOUND   NGS
 EK0090
 EK0090                          STATION DESCRIPTION
 EK0090
 EK0090'DESCRIBED BY COAST AND 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EK0091 ***********************************************************************
 EK0091  DESIGNATION -  395
 EK0091  PID         -  EK0091
 EK0091  STATE/COUNTY-  AR/POLK
 EK0091  COUNTRY     -  US
 EK0091  USGS QUAD   -  COVE (2017)
 EK0091
 EK0091                         *CURRENT SURVEY CONTROL
 EK0091  ______________________________________________________________________
 EK0091* NAD 83(1986) POSITION- 34 27 15.     (N) 094 23 24.     (W)   SCALED
 EK0091* NAVD 88 ORTHO HEIGHT -   291.907 (meters)      957.70  (feet) ADJUSTED
 EK0091  ______________________________________________________________________
 EK0091  GEOID HEIGHT    -        -29.980 (meters)                     GEOID18
 EK0091  DYNAMIC HEIGHT  -        291.592 (meters)      956.66  (feet) COMP
 EK0091  MODELED GRAVITY -    979,547.4   (mgal)                       NAVD 88
 EK0091
 EK0091  VERT ORDER      -  FIRST     CLASS II
 EK0091
 EK0091.The horizontal coordinates were scaled from a map and have
 EK0091.an estimated accuracy of +/- 6 seconds.
 EK0091
 EK0091.The orthometric height was determined by differential leveling and
 EK0091.adjusted by the NATIONAL GEODETIC SURVEY
 EK0091.in June 1991.
 EK0091
 EK0091.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0091.GEOID18 height accuracy estimate available here.
 EK0091
 EK0091.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU723133(NAD 83)
 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
 EK0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0091.See file dsdata.pdf to determine how the superseded data were derived.
 EK0091
 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             CGS
 EK0091  HISTORY     - 1961     MARK NOT FOUND   CGS
 EK0091  HISTORY     - 1985     MARK NOT FOUND   NGS
 EK0091
 EK0091                          STATION DESCRIPTION
 EK0091
 EK0091'DESCRIBED BY COAST AND 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DK1159 ***********************************************************************
 DK1159  DESIGNATION -  3950 A BOLT
 DK1159  PID         -  DK1159
 DK1159  STATE/COUNTY-  AR/CHICOT
 DK1159  COUNTRY     -  US
 DK1159  USGS QUAD   -  READLAND (2017)
 DK1159
 DK1159                         *CURRENT SURVEY CONTROL
 DK1159  ______________________________________________________________________
 DK1159* NAD 83(1986) POSITION- 33 00 47.     (N) 091 12 34.     (W)   SCALED
 DK1159* NAVD 88 ORTHO HEIGHT -    32.61  (+/-2cm)      107.0   (feet) VERTCON3
 DK1159  ______________________________________________________________________
 DK1159  GEOID HEIGHT    -        -26.196 (meters)                     GEOID18
 DK1159  VERT ORDER      -  ? (See Below)
 DK1159
 DK1159.The horizontal coordinates were scaled from a 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
 DK1159.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1159.GEOID18 height accuracy estimate available here.
 DK1159
 DK1159.The vertical order pertains to the NGVD 29 superseded value.
 DK1159
 DK1159.Click photographs - Photos may exist for this station.
 DK1159
 DK1159;                    North         East    Units  Estimated Accuracy
 DK1159;SPC AR S     -   438,710.      473,870.      MT  (+/- 180 meters Scaled)
 DK1159
 DK1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS672541(NAD 83)
 DK1159
 DK1159                          SUPERSEDED SURVEY CONTROL
 DK1159
 DK1159  NGVD 29 (11/26/84)   32.656  (m)          107.14   (f) ADJUSTED       
 DK1159
 DK1159.Superseded values are not recommended for survey control.
 DK1159
 DK1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1159.See file dsdata.pdf to determine how the superseded data were derived.
 DK1159
 DK1159_MARKER: B = BOLT
 DK1159_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK1159_SP_SET: UNDERGROUND STONE
 DK1159_PROJECTION: RECESSED 91 CENTIMETERS
 DK1159_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1159
 DK1159  HISTORY     - Date     Condition        Report By
 DK1159  HISTORY     - UNK      MONUMENTED       USACE
 DK1159  HISTORY     - 1934     GOOD             USACE
 DK1159
 DK1159                          STATION DESCRIPTION
 DK1159
 DK1159'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1934
 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 = MARCH 20, 2026 22:17:28 EDT
 DK1160 ***********************************************************************
 DK1160  DESIGNATION -  3950 A CAP
 DK1160  PID         -  DK1160
 DK1160  STATE/COUNTY-  AR/CHICOT
 DK1160  COUNTRY     -  US
 DK1160  USGS QUAD   -  READLAND (2017)
 DK1160
 DK1160                         *CURRENT SURVEY CONTROL
 DK1160  ______________________________________________________________________
 DK1160* NAD 83(1986) POSITION- 33 00 47.     (N) 091 12 34.     (W)   SCALED
 DK1160* NAVD 88 ORTHO HEIGHT -    33.82  (+/-2cm)      111.0   (feet) VERTCON3
 DK1160  ______________________________________________________________________
 DK1160  GEOID HEIGHT    -        -26.196 (meters)                     GEOID18
 DK1160  VERT ORDER      -  ? (See Below)
 DK1160
 DK1160.The horizontal coordinates were scaled from a 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
 DK1160.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1160.GEOID18 height accuracy estimate available here.
 DK1160
 DK1160.The vertical order pertains to the NGVD 29 superseded value.
 DK1160
 DK1160.Click photographs - Photos may exist for this station.
 DK1160
 DK1160;                    North         East    Units  Estimated Accuracy
 DK1160;SPC AR S     -   438,710.      473,870.      MT  (+/- 180 meters Scaled)
 DK1160
 DK1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS672541(NAD 83)
 DK1160
 DK1160                          SUPERSEDED SURVEY CONTROL
 DK1160
 DK1160  NGVD 29 (11/26/84)   33.872  (m)          111.13   (f) ADJUSTED       
 DK1160
 DK1160.Superseded values are not recommended for survey control.
 DK1160
 DK1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1160.See file dsdata.pdf to determine how the superseded data were derived.
 DK1160
 DK1160_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1160_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1160_MARK LOGO: USACE
 DK1160_MAGNETIC: P = MARKER IS A STEEL PIPE
 DK1160_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1160
 DK1160  HISTORY     - Date     Condition        Report By
 DK1160  HISTORY     - UNK      MONUMENTED       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 EK0094 ***********************************************************************
 EK0094  DESIGNATION -  398
 EK0094  PID         -  EK0094
 EK0094  STATE/COUNTY-  AR/POLK
 EK0094  COUNTRY     -  US
 EK0094  USGS QUAD   -  COVE (2017)
 EK0094
 EK0094                         *CURRENT SURVEY CONTROL
 EK0094  ______________________________________________________________________
 EK0094* NAD 83(1986) POSITION- 34 25 21.     (N) 094 24 02.     (W)   SCALED
 EK0094* NAVD 88 ORTHO HEIGHT -   300.234 (meters)      985.02  (feet) ADJUSTED
 EK0094  ______________________________________________________________________
 EK0094  GEOID HEIGHT    -        -29.813 (meters)                     GEOID18
 EK0094  DYNAMIC HEIGHT  -        299.910 (meters)      983.95  (feet) COMP
 EK0094  MODELED GRAVITY -    979,549.5   (mgal)                       NAVD 88
 EK0094
 EK0094  VERT ORDER      -  FIRST     CLASS II
 EK0094
 EK0094.The horizontal coordinates were scaled from a map and have
 EK0094.an estimated accuracy of +/- 6 seconds.
 EK0094
 EK0094.The orthometric height was determined by differential leveling and
 EK0094.adjusted by the NATIONAL GEODETIC SURVEY
 EK0094.in June 1991.
 EK0094
 EK0094.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0094.GEOID18 height accuracy estimate available here.
 EK0094
 EK0094.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU713098(NAD 83)
 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
 EK0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0094.See file dsdata.pdf to determine how the superseded data were derived.
 EK0094
 EK0094_MARKER: R = RIVET
 EK0094_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EK0094_SP_SET: TRUSS
 EK0094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0094
 EK0094  HISTORY     - Date     Condition        Report By
 EK0094  HISTORY     - UNK      MONUMENTED       KCSRR
 EK0094  HISTORY     - 1932     GOOD             CGS
 EK0094  HISTORY     - 1961     MARK NOT FOUND   CGS
 EK0094  HISTORY     - 1985     MARK NOT FOUND   NGS
 EK0094
 EK0094                          STATION DESCRIPTION
 EK0094
 EK0094'DESCRIBED BY COAST AND 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EK0095 ***********************************************************************
 EK0095  DESIGNATION -  399
 EK0095  PID         -  EK0095
 EK0095  STATE/COUNTY-  AR/POLK
 EK0095  COUNTRY     -  US
 EK0095  USGS QUAD   -  COVE (2017)
 EK0095
 EK0095                         *CURRENT SURVEY CONTROL
 EK0095  ______________________________________________________________________
 EK0095* NAD 83(1986) POSITION- 34 24 36.     (N) 094 23 32.     (W)   SCALED
 EK0095* NAVD 88 ORTHO HEIGHT -   309.077 (meters)     1014.03  (feet) ADJUSTED
 EK0095  ______________________________________________________________________
 EK0095  GEOID HEIGHT    -        -29.707 (meters)                     GEOID18
 EK0095  DYNAMIC HEIGHT  -        308.744 (meters)     1012.94  (feet) COMP
 EK0095  MODELED GRAVITY -    979,550.7   (mgal)                       NAVD 88
 EK0095
 EK0095  VERT ORDER      -  FIRST     CLASS II
 EK0095
 EK0095.The horizontal coordinates were scaled from a map and have
 EK0095.an estimated accuracy of +/- 6 seconds.
 EK0095
 EK0095.The orthometric height was determined by differential leveling and
 EK0095.adjusted by the NATIONAL GEODETIC SURVEY
 EK0095.in June 1991.
 EK0095
 EK0095.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0095.GEOID18 height accuracy estimate available here.
 EK0095
 EK0095.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU720084(NAD 83)
 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
 EK0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0095.See file dsdata.pdf to determine how the superseded data were derived.
 EK0095
 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             CGS
 EK0095  HISTORY     - 1961     MARK NOT FOUND   CGS
 EK0095  HISTORY     - 1985     MARK NOT FOUND   NGS
 EK0095
 EK0095                          STATION DESCRIPTION
 EK0095
 EK0095'DESCRIBED BY COAST AND 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DL0813 ***********************************************************************
 DL0813  DESIGNATION -  4
 DL0813  PID         -  DL0813
 DL0813  STATE/COUNTY-  AR/MILLER
 DL0813  COUNTRY     -  US
 DL0813  USGS QUAD   -  GARLAND (2017)
 DL0813
 DL0813                         *CURRENT SURVEY CONTROL
 DL0813  ______________________________________________________________________
 DL0813* NAD 83(1986) POSITION- 33 21 45.     (N) 093 42 29.     (W)   SCALED
 DL0813* NAVD 88 ORTHO HEIGHT -    70.445 (meters)      231.12  (feet) ADJUSTED
 DL0813  ______________________________________________________________________
 DL0813  GEOID HEIGHT    -        -26.799 (meters)                     GEOID18
 DL0813  DYNAMIC HEIGHT  -         70.370 (meters)      230.87  (feet) COMP
 DL0813  MODELED GRAVITY -    979,567.7   (mgal)                       NAVD 88
 DL0813
 DL0813  VERT ORDER      -  FIRST     CLASS II
 DL0813
 DL0813.The horizontal coordinates were scaled from a map and have
 DL0813.an estimated accuracy of +/- 6 seconds.
 DL0813
 DL0813.The orthometric height was determined by differential leveling and
 DL0813.adjusted by the NATIONAL GEODETIC SURVEY
 DL0813.in June 1991.
 DL0813
 DL0813.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0813.GEOID18 height accuracy estimate available here.
 DL0813
 DL0813.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS341916(NAD 83)
 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
 DL0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0813.See file dsdata.pdf to determine how the superseded data were derived.
 DL0813
 DL0813_MARKER: B = BOLT
 DL0813_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL0813_SP_SET: UNDERGROUND LIMESTONE BLOCK
 DL0813_STAMPING: USBM
 DL0813_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0813
 DL0813  HISTORY     - Date     Condition        Report By
 DL0813  HISTORY     - UNK      MONUMENTED       USACE
 DL0813  HISTORY     - 1963     POOR             CGS
 DL0813  HISTORY     - 1985     MARK NOT FOUND   NGS
 DL0813
 DL0813                          STATION DESCRIPTION
 DL0813
 DL0813'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1302 ***********************************************************************
 FF1302  DESIGNATION -  4 B
 FF1302  PID         -  FF1302
 FF1302  STATE/COUNTY-  AR/WHITE
 FF1302  COUNTRY     -  US
 FF1302  USGS QUAD   -  LETONA (2017)
 FF1302
 FF1302                         *CURRENT SURVEY CONTROL
 FF1302  ______________________________________________________________________
 FF1302* NAD 83(1997) POSITION- 35 22 15.97246(N) 091 47 51.24770(W)   ADJUSTED
 FF1302* NAVD 88 ORTHO HEIGHT -    71.461 (meters)      234.45  (feet) ADJUSTED
 FF1302  ______________________________________________________________________
 FF1302  GEOID HEIGHT    -        -27.412 (meters)                     GEOID18
 FF1302  LAPLACE CORR    -          1.06  (seconds)                    DEFLEC18
 FF1302  DYNAMIC HEIGHT  -         71.397 (meters)      234.24  (feet) COMP
 FF1302  MODELED GRAVITY -    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 and
 FF1302.adjusted by the NATIONAL GEODETIC SURVEY
 FF1302.in June 1991.
 FF1302
 FF1302.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1302.GEOID18 height accuracy estimate available here.
 FF1302
 FF1302.Click photographs - Photos may exist for this station.
 FF1302
 FF1302.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999309  x   0.99994282  =   0.99993591
 FF1302!UTM  15      -   0.99999309  x   0.99974703  =   0.99974012
 FF1302
 FF1302:                Primary Azimuth Mark                     Grid Az
 FF1302:SPC AR N     -  4 B AZ MK                                086 10 42.7
 FF1302:UTM  15      -  4 B AZ MK                                085 36 00.8
 FF1302
 FF1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV0922814861(NAD 83)
 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 (11/26/84)   71.403  (m)          234.26   (f) ADJUSTED    2 0
 FF1302
 FF1302.Superseded values are not recommended for survey control.
 FF1302
 FF1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1302.See file dsdata.pdf to determine how the superseded data were derived.
 FF1302
 FF1302_MARKER: DD = SURVEY DISK
 FF1302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1302_STAMPING: 4B
 FF1302_PROJECTION: PROJECTING 152 CENTIMETERS
 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 SEE DESCRIPTION  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 = MARCH 20, 2026 22:17:28 EDT
 FF1303 ***********************************************************************
 FF1303  DESIGNATION -  4 B AZ MK
 FF1303  PID         -  FF1303
 FF1303  STATE/COUNTY-  AR/WHITE
 FF1303  COUNTRY     -  US
 FF1303  USGS QUAD   -  LETONA (2017)
 FF1303
 FF1303                         *CURRENT SURVEY CONTROL
 FF1303  ______________________________________________________________________
 FF1303* NAD 83(1986) POSITION- 35 22 10.     (N) 091 47 35.     (W)   SCALED
 FF1303* NAVD 88 ORTHO HEIGHT -    72.914 (meters)      239.22  (feet) ADJUSTED
 FF1303  ______________________________________________________________________
 FF1303  GEOID HEIGHT    -        -27.409 (meters)                     GEOID18
 FF1303  DYNAMIC HEIGHT  -         72.849 (meters)      239.01  (feet) COMP
 FF1303  MODELED GRAVITY -    979,736.6   (mgal)                       NAVD 88
 FF1303
 FF1303  VERT ORDER      -  SECOND    CLASS 0
 FF1303
 FF1303.The horizontal coordinates were scaled from a map and have
 FF1303.an estimated accuracy of +/- 6 seconds.
 FF1303
 FF1303.The orthometric height was determined by differential leveling and
 FF1303.adjusted by the NATIONAL GEODETIC SURVEY
 FF1303.in June 1991.
 FF1303
 FF1303.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1303.GEOID18 height accuracy estimate available here.
 FF1303
 FF1303.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV096146(NAD 83)
 FF1303
 FF1303                          SUPERSEDED SURVEY CONTROL
 FF1303
 FF1303  NGVD 29 (11/26/84)   72.856  (m)          239.03   (f) ADJUSTED    2 0
 FF1303
 FF1303.Superseded values are not recommended for survey control.
 FF1303
 FF1303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1303.See file dsdata.pdf to determine how the superseded data were derived.
 FF1303
 FF1303_MARKER: DZ = AZIMUTH MARK DISK
 FF1303_SETTING: 7 = 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 = MARCH 20, 2026 22:17:28 EDT
 FG0371 ***********************************************************************
 FG0371  DESIGNATION -  4 BLS
 FG0371  PID         -  FG0371
 FG0371  STATE/COUNTY-  AR/CONWAY
 FG0371  COUNTRY     -  US
 FG0371  USGS QUAD   -  SPRINGFIELD (2017)
 FG0371
 FG0371                         *CURRENT SURVEY CONTROL
 FG0371  ______________________________________________________________________
 FG0371* NAD 83(1986) POSITION- 35 15 28.9    (N) 092 34 12.3    (W)   HD_HELD2
 FG0371* NAVD 88 ORTHO HEIGHT -   123.161 (meters)      404.07  (feet) ADJUSTED
 FG0371  ______________________________________________________________________
 FG0371  GEOID HEIGHT    -        -28.322 (meters)                     GEOID18
 FG0371  DYNAMIC HEIGHT  -        123.046 (meters)      403.69  (feet) COMP
 FG0371  MODELED GRAVITY -    979,693.8   (mgal)                       NAVD 88
 FG0371
 FG0371  VERT ORDER      -  SECOND    CLASS 0
 FG0371
 FG0371.The horizontal coordinates were established by autonomous hand held GPS
 FG0371.observations and have an estimated accuracy of +/- 10 meters.
 FG0371
 FG0371.The orthometric height was determined by differential leveling and
 FG0371.adjusted by the NATIONAL GEODETIC SURVEY
 FG0371.in June 1991.
 FG0371
 FG0371.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0371.GEOID18 height accuracy estimate available here.
 FG0371
 FG0371.Click photographs - Photos may exist for this station.
 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     -   102,737.      348,125.      MT  (+/- 10 meters HH2 GPS)
 FG0371
 FG0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV3910701742(NAD 83)
 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
 FG0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0371.See file dsdata.pdf to determine how the superseded data were derived.
 FG0371
 FG0371_MARKER: DB = BENCH MARK DISK
 FG0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0371_STAMPING: 404 FEET 4 BLS 1960
 FG0371_MARK LOGO: USGS
 FG0371_PROJECTION: PROJECTING 27 CENTIMETERS
 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             CGS
 FG0371  HISTORY     - 19970319 GOOD             USPSQD
 FG0371
 FG0371                          STATION DESCRIPTION
 FG0371
 FG0371'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FF1304 ***********************************************************************
 FF1304  DESIGNATION -  4 C
 FF1304  PID         -  FF1304
 FF1304  STATE/COUNTY-  AR/WHITE
 FF1304  COUNTRY     -  US
 FF1304  USGS QUAD   -  LETONA (2017)
 FF1304
 FF1304                         *CURRENT SURVEY CONTROL
 FF1304  ______________________________________________________________________
 FF1304* NAD 83(1997) POSITION- 35 22 24.08195(N) 091 47 43.35152(W)   ADJUSTED
 FF1304* NAVD 88 ORTHO HEIGHT -    76.989 (meters)      252.59  (feet) ADJUSTED
 FF1304  ______________________________________________________________________
 FF1304  GEOID HEIGHT    -        -27.410 (meters)                     GEOID18
 FF1304  LAPLACE CORR    -          1.08  (seconds)                    DEFLEC18
 FF1304  DYNAMIC HEIGHT  -         76.920 (meters)      252.36  (feet) COMP
 FF1304  MODELED GRAVITY -    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 and
 FF1304.adjusted by the NATIONAL GEODETIC SURVEY
 FF1304.in June 1991.
 FF1304
 FF1304.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1304.GEOID18 height accuracy estimate available here.
 FF1304
 FF1304.Click photographs - Photos may exist for this station.
 FF1304
 FF1304.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999222  x   0.99994267  =   0.99993489
 FF1304!UTM  15      -   0.99999222  x   0.99974756  =   0.99973978
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV0942515114(NAD 83)
 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 (11/26/84)   76.930  (m)          252.39   (f) ADJUSTED    2 0
 FF1304
 FF1304.Superseded values are not recommended for survey control.
 FF1304
 FF1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1304.See file dsdata.pdf to determine how the superseded data were derived.
 FF1304
 FF1304_MARKER: Z = SEE DESCRIPTION
 FF1304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1304_PROJECTION: PROJECTING 152 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1670 ***********************************************************************
 EJ1670  DESIGNATION -  4 J
 EJ1670  PID         -  EJ1670
 EJ1670  STATE/COUNTY-  AR/PULASKI
 EJ1670  COUNTRY     -  US
 EJ1670  USGS QUAD   -  CATO (2017)
 EJ1670
 EJ1670                         *CURRENT SURVEY CONTROL
 EJ1670  ______________________________________________________________________
 EJ1670* NAD 83(1986) POSITION- 34 53 13.     (N) 092 22 21.     (W)   SCALED
 EJ1670* NAVD 88 ORTHO HEIGHT -    84.796 (meters)      278.20  (feet) ADJUSTED
 EJ1670  ______________________________________________________________________
 EJ1670  GEOID HEIGHT    -        -27.233 (meters)                     GEOID18
 EJ1670  DYNAMIC HEIGHT  -         84.716 (meters)      277.94  (feet) COMP
 EJ1670  MODELED GRAVITY -    979,699.2   (mgal)                       NAVD 88
 EJ1670
 EJ1670  VERT ORDER      -  FIRST     CLASS II
 EJ1670
 EJ1670.The horizontal coordinates were scaled from a map and have
 EJ1670.an estimated accuracy of +/- 6 seconds.
 EJ1670
 EJ1670.The orthometric height was determined by differential leveling and
 EJ1670.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1670.in June 1991.
 EJ1670
 EJ1670.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1670.GEOID18 height accuracy estimate available here.
 EJ1670
 EJ1670.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU573606(NAD 83)
 EJ1670
 EJ1670                          SUPERSEDED SURVEY CONTROL
 EJ1670
 EJ1670  NGVD 29 (06/07/95)   84.863  (m)          278.42   (f) ADJUSTED    1 2
 EJ1670
 EJ1670.Superseded values are not recommended for survey control.
 EJ1670
 EJ1670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1670.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1670
 EJ1670_MARKER: DD = SURVEY DISK
 EJ1670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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  HISTORY     - 20120508 MARK NOT FOUND   ARHD
 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.
 EJ1670
 EJ1670                          STATION RECOVERY (2012)
 EJ1670
 EJ1670'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (JDH)
 EJ1670'MARK NOT FOUND
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1515 ***********************************************************************
 EH1515  DESIGNATION -  4 W
 EH1515  PID         -  EH1515
 EH1515  STATE/COUNTY-  AR/JEFFERSON
 EH1515  COUNTRY     -  US
 EH1515  USGS QUAD   -  GILLETT (2017)
 EH1515
 EH1515                         *CURRENT SURVEY CONTROL
 EH1515  ______________________________________________________________________
 EH1515* NAD 83(1986) POSITION- 34 04 57.3    (N) 091 26 20.8    (W)   HD_HELD2
 EH1515* NAVD 88 ORTHO HEIGHT -    57.904 (meters)      189.97  (feet) ADJUSTED
 EH1515  ______________________________________________________________________
 EH1515  GEOID HEIGHT    -        -26.127 (meters)                     GEOID18
 EH1515  DYNAMIC HEIGHT  -         57.847 (meters)      189.79  (feet) COMP
 EH1515  MODELED GRAVITY -    979,654.0   (mgal)                       NAVD 88
 EH1515
 EH1515  VERT ORDER      -  FIRST     CLASS II
 EH1515
 EH1515.The horizontal coordinates were established by autonomous hand held GPS
 EH1515.observations and have an estimated accuracy of +/- 10 meters.
 EH1515
 EH1515.The orthometric height was determined by differential leveling and
 EH1515.adjusted by the NATIONAL GEODETIC SURVEY
 EH1515.in August 1993.
 EH1515
 EH1515.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1515.GEOID18 height accuracy estimate available here.
 EH1515
 EH1515.Click photographs - Photos may exist for this station.
 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     -   557,184.      451,763.      MT  (+/- 10 meters HH2 GPS)
 EH1515
 EH1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT4401172412(NAD 83)
 EH1515
 EH1515                          SUPERSEDED SURVEY CONTROL
 EH1515
 EH1515  NGVD 29 (11/26/84)   58.025  (m)          190.37   (f) ADJUSTED    1 2
 EH1515
 EH1515.Superseded values are not recommended for survey control.
 EH1515
 EH1515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1515.See file dsdata.pdf to determine how the superseded data were derived.
 EH1515
 EH1515_MARKER: DD = SURVEY DISK
 EH1515_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EH1515_SP_SET: WALL
 EH1515_STAMPING: 4 W 1928
 EH1515_MARK LOGO: USGS
 EH1515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1515+STABILITY: SURFACE MOTION
 EH1515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH1515+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2015
 EH1515
 EH1515  HISTORY     - Date     Condition        Report By
 EH1515  HISTORY     - 1928     MONUMENTED       USGS
 EH1515  HISTORY     - 1955     GOOD             CGS
 EH1515  HISTORY     - 20030417 GOOD             USACE
 EH1515  HISTORY     - 20150707 GOOD             USACEL
 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.
 EH1515
 EH1515                          STATION RECOVERY (2015)
 EH1515
 EH1515'RECOVERY NOTE BY USACE LITTLE ROCK 2015 (SCC)
 EH1515'TO REACH FROM THE NORTH END OF THE US HIGHWAY 165 BRIDGE OVER THE
 EH1515'ARKANSAS RIVER, TRAVEL NORTH ON US HIGHWAY 165 7.6 MI (12.2 KM) TO
 EH1515'STATE HIGHWAY 144.  TURN LEFT, WEST ON ARKANSAS 144, 4.1 MI (6.6 KM)
 EH1515'TO THE BRIDGE OVER BAYOU METO.  CONTINUE ACROSS THE BRIDGE 0.05 MI
 EH1515'(0.1 KM) AND TURN LEFT, SOUTH ON A PAVED ROAD.  TRAVEL SOUTH ABOUT 100
 EH1515'FT (30.5 M) TO THE LEVEE.  TURN LEFT AND DRIVE ABOUT 200 FT (61.0 M)
 EH1515'WEST ALONG THE LEVEE TO THE MARK ON THE HEADWALL, ON THE RIGHT
 EH1515'DESCENDING BANK OF BAYOU METO CONTROL STRUCTURE.
 EH1515'
 EH1515'THE MARK IS 1.5 FT (0.5 M) SOUTHWEST OF A CHAIN LINK FENCE, 1.5 FT
 EH1515'(0.5 M) NORTHWEST OF THE HANDRAIL AND 5 FT (1.5 M) DOWNSTREAM OF THE
 EH1515'DRAINAGE CONTROL STRUCTURE GATE ON THE RIGHT ABUTMENT.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1541 ***********************************************************************
 EH1541  DESIGNATION -  40
 EH1541  PID         -  EH1541
 EH1541  STATE/COUNTY-  AR/LINCOLN
 EH1541  COUNTRY     -  US
 EH1541  USGS QUAD   -  GRADY (2017)
 EH1541
 EH1541                         *CURRENT SURVEY CONTROL
 EH1541  ______________________________________________________________________
 EH1541* NAD 83(1986) POSITION- 34 04 50.     (N) 091 42 06.     (W)   SCALED
 EH1541* NAVD 88 ORTHO HEIGHT -    56.178 (meters)      184.31  (feet) ADJUSTED
 EH1541  ______________________________________________________________________
 EH1541  GEOID HEIGHT    -        -25.949 (meters)                     GEOID18
 EH1541  DYNAMIC HEIGHT  -         56.123 (meters)      184.13  (feet) COMP
 EH1541  MODELED GRAVITY -    979,657.5   (mgal)                       NAVD 88
 EH1541
 EH1541  VERT ORDER      -  SECOND    CLASS 0
 EH1541
 EH1541.The horizontal coordinates were scaled from a map and have
 EH1541.an estimated accuracy of +/- 6 seconds.
 EH1541
 EH1541.The orthometric height was determined by differential leveling and
 EH1541.adjusted by the NATIONAL GEODETIC SURVEY
 EH1541.in June 1991.
 EH1541
 EH1541.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1541.GEOID18 height accuracy estimate available here.
 EH1541
 EH1541.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT197718(NAD 83)
 EH1541
 EH1541                          SUPERSEDED SURVEY CONTROL
 EH1541
 EH1541  NGVD 29 (11/26/84)   56.253  (m)          184.56   (f) ADJUSTED    2 0
 EH1541
 EH1541.Superseded values are not recommended for survey control.
 EH1541
 EH1541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1541.See file dsdata.pdf to determine how the superseded data were derived.
 EH1541
 EH1541_MARKER: W = UNMONUMENTED
 EH1541_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 EH1541_SP_SET: FOUNDATION
 EH1541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1541+STABILITY: SURFACE MOTION
 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'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 = MARCH 20, 2026 22:17:28 EDT
 FG0257 ***********************************************************************
 FG0257  DESIGNATION -  40 BLS
 FG0257  PID         -  FG0257
 FG0257  STATE/COUNTY-  AR/WHITE
 FG0257  COUNTRY     -  US
 FG0257  USGS QUAD   -  ROSE BUD (2017)
 FG0257
 FG0257                         *CURRENT SURVEY CONTROL
 FG0257  ______________________________________________________________________
 FG0257* NAD 83(1986) POSITION- 35 20 09.     (N) 092 05 49.     (W)   SCALED
 FG0257* NAVD 88 ORTHO HEIGHT -   190.380 (meters)      624.61  (feet) ADJUSTED
 FG0257  ______________________________________________________________________
 FG0257  GEOID HEIGHT    -        -27.599 (meters)                     GEOID18
 FG0257  DYNAMIC HEIGHT  -        190.203 (meters)      624.02  (feet) COMP
 FG0257  MODELED GRAVITY -    979,703.7   (mgal)                       NAVD 88
 FG0257
 FG0257  VERT ORDER      -  SECOND    CLASS 0
 FG0257
 FG0257.The horizontal coordinates were scaled from a map and have
 FG0257.an estimated accuracy of +/- 6 seconds.
 FG0257
 FG0257.The orthometric height was determined by differential leveling and
 FG0257.adjusted by the NATIONAL GEODETIC SURVEY
 FG0257.in June 1991.
 FG0257
 FG0257.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0257.GEOID18 height accuracy estimate available here.
 FG0257
 FG0257.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV820106(NAD 83)
 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
 FG0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0257.See file dsdata.pdf to determine how the superseded data were derived.
 FG0257
 FG0257_MARKER: DB = BENCH MARK DISK
 FG0257_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0257_STAMPING: 40 BLS 1960
 FG0257_MARK LOGO: USGS
 FG0257_PROJECTION: PROJECTING 5 CENTIMETERS
 FG0257_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0257
 FG0257  HISTORY     - Date     Condition        Report By
 FG0257  HISTORY     - 1960     MONUMENTED       USGS
 FG0257  HISTORY     - 1967     GOOD             CGS
 FG0257  HISTORY     - 20041202 GOOD             NGS
 FG0257
 FG0257                          STATION DESCRIPTION
 FG0257
 FG0257'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EH1703 ***********************************************************************
 EH1703  DESIGNATION -  40/41 REF
 EH1703  PID         -  EH1703
 EH1703  STATE/COUNTY-  AR/JEFFERSON
 EH1703  COUNTRY     -  US
 EH1703  USGS QUAD   -  CADES (2017)
 EH1703
 EH1703                         *CURRENT SURVEY CONTROL
 EH1703  ______________________________________________________________________
 EH1703* NAD 83(1986) POSITION- 34 06 15.     (N) 091 30 48.     (W)   SCALED
 EH1703* NAVD 88 ORTHO HEIGHT -    54.562 (meters)      179.01  (feet) ADJUSTED
 EH1703  ______________________________________________________________________
 EH1703  GEOID HEIGHT    -        -26.088 (meters)                     GEOID18
 EH1703  DYNAMIC HEIGHT  -         54.509 (meters)      178.83  (feet) COMP
 EH1703  MODELED GRAVITY -    979,654.8   (mgal)                       NAVD 88
 EH1703
 EH1703  VERT ORDER      -  FIRST     CLASS II
 EH1703
 EH1703.The horizontal coordinates were scaled from a map and have
 EH1703.an estimated accuracy of +/- 6 seconds.
 EH1703
 EH1703.The orthometric height was determined by differential leveling and
 EH1703.adjusted by the NATIONAL GEODETIC SURVEY
 EH1703.in August 1993.
 EH1703
 EH1703.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1703.GEOID18 height accuracy estimate available here.
 EH1703
 EH1703.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT371747(NAD 83)
 EH1703
 EH1703                          SUPERSEDED SURVEY CONTROL
 EH1703
 EH1703  NAVD 88 (06/15/91)   54.615  (m)          179.18   (f) SUPERSEDED  1 2
 EH1703  NGVD 29 (11/26/84)   54.662  (m)          179.34   (f) ADJUSTED    1 2
 EH1703
 EH1703.Superseded values are not recommended for survey control.
 EH1703
 EH1703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1703.See file dsdata.pdf to determine how the superseded data were derived.
 EH1703
 EH1703_MARKER: P = PIPE CAP
 EH1703_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1703_STAMPING: B M REF 40/41
 EH1703_MARK LOGO: USACE
 EH1703_MAGNETIC: P = MARKER IS A STEEL PIPE
 EH1703_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1703
 EH1703  HISTORY     - Date     Condition        Report By
 EH1703  HISTORY     - UNK      MONUMENTED       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 EK0097 ***********************************************************************
 EK0097  DESIGNATION -  401
 EK0097  PID         -  EK0097
 EK0097  STATE/COUNTY-  AR/POLK
 EK0097  COUNTRY     -  US
 EK0097  USGS QUAD   -  COVE (2017)
 EK0097
 EK0097                         *CURRENT SURVEY CONTROL
 EK0097  ______________________________________________________________________
 EK0097* NAD 83(1986) POSITION- 34 23 15.     (N) 094 22 36.     (W)   SCALED
 EK0097* NAVD 88 ORTHO HEIGHT -   318.810 (meters)     1045.96  (feet) ADJUSTED
 EK0097  ______________________________________________________________________
 EK0097  GEOID HEIGHT    -        -29.511 (meters)                     GEOID18
 EK0097  DYNAMIC HEIGHT  -        318.467 (meters)     1044.84  (feet) COMP
 EK0097  MODELED GRAVITY -    979,553.4   (mgal)                       NAVD 88
 EK0097
 EK0097  VERT ORDER      -  FIRST     CLASS II
 EK0097
 EK0097.The horizontal coordinates were scaled from a map and have
 EK0097.an estimated accuracy of +/- 6 seconds.
 EK0097
 EK0097.The orthometric height was determined by differential leveling and
 EK0097.adjusted by the NATIONAL GEODETIC SURVEY
 EK0097.in June 1991.
 EK0097
 EK0097.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0097.GEOID18 height accuracy estimate available here.
 EK0097
 EK0097.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU734059(NAD 83)
 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
 EK0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0097.See file dsdata.pdf to determine how the superseded data were derived.
 EK0097
 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             CGS
 EK0097  HISTORY     - 1961     MARK NOT FOUND   CGS
 EK0097
 EK0097                          STATION DESCRIPTION
 EK0097
 EK0097'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1961
 EK0097'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EK0101 ***********************************************************************
 EK0101  DESIGNATION -  403
 EK0101  PID         -  EK0101
 EK0101  STATE/COUNTY-  AR/POLK
 EK0101  COUNTRY     -  US
 EK0101  USGS QUAD   -  WICKES (2017)
 EK0101
 EK0101                         *CURRENT SURVEY CONTROL
 EK0101  ______________________________________________________________________
 EK0101* NAD 83(1986) POSITION- 34 22 10.     (N) 094 21 57.     (W)   SCALED
 EK0101* NAVD 88 ORTHO HEIGHT -   344.964 (meters)     1131.77  (feet) ADJUSTED
 EK0101  ______________________________________________________________________
 EK0101  GEOID HEIGHT    -        -29.357 (meters)                     GEOID18
 EK0101  DYNAMIC HEIGHT  -        344.595 (meters)     1130.56  (feet) COMP
 EK0101  MODELED GRAVITY -    979,556.2   (mgal)                       NAVD 88
 EK0101
 EK0101  VERT ORDER      -  FIRST     CLASS II
 EK0101
 EK0101.The horizontal coordinates were scaled from a map and have
 EK0101.an estimated accuracy of +/- 6 seconds.
 EK0101
 EK0101.The orthometric height was determined by differential leveling and
 EK0101.adjusted by the NATIONAL GEODETIC SURVEY
 EK0101.in June 1991.
 EK0101
 EK0101.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0101.GEOID18 height accuracy estimate available here.
 EK0101
 EK0101.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU744039(NAD 83)
 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
 EK0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0101.See file dsdata.pdf to determine how the superseded data were derived.
 EK0101
 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             CGS
 EK0101  HISTORY     - 1961     GOOD             CGS
 EK0101  HISTORY     - 1985     MARK NOT FOUND   NGS
 EK0101
 EK0101                          STATION DESCRIPTION
 EK0101
 EK0101'DESCRIBED BY COAST AND 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EK0102 ***********************************************************************
 EK0102  DESIGNATION -  404
 EK0102  PID         -  EK0102
 EK0102  STATE/COUNTY-  AR/POLK
 EK0102  COUNTRY     -  US
 EK0102  USGS QUAD   -  WICKES (2017)
 EK0102
 EK0102                         *CURRENT SURVEY CONTROL
 EK0102  ______________________________________________________________________
 EK0102* NAD 83(1986) POSITION- 34 21 19.     (N) 094 22 19.     (W)   SCALED
 EK0102* NAVD 88 ORTHO HEIGHT -   357.537 (meters)     1173.02  (feet) ADJUSTED
 EK0102  ______________________________________________________________________
 EK0102  GEOID HEIGHT    -        -29.278 (meters)                     GEOID18
 EK0102  DYNAMIC HEIGHT  -        357.155 (meters)     1171.77  (feet) COMP
 EK0102  MODELED GRAVITY -    979,557.5   (mgal)                       NAVD 88
 EK0102
 EK0102  VERT ORDER      -  FIRST     CLASS II
 EK0102
 EK0102.The horizontal coordinates were scaled from a map and have
 EK0102.an estimated accuracy of +/- 6 seconds.
 EK0102
 EK0102.The orthometric height was determined by differential leveling and
 EK0102.adjusted by the NATIONAL GEODETIC SURVEY
 EK0102.in June 1991.
 EK0102
 EK0102.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0102.GEOID18 height accuracy estimate available here.
 EK0102
 EK0102.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU738024(NAD 83)
 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
 EK0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0102.See file dsdata.pdf to determine how the superseded data were derived.
 EK0102
 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             CGS
 EK0102  HISTORY     - 1961     MARK NOT FOUND   CGS
 EK0102  HISTORY     - 1985     MARK NOT FOUND   NGS
 EK0102
 EK0102                          STATION DESCRIPTION
 EK0102
 EK0102'DESCRIBED BY COAST AND 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EK0105 ***********************************************************************
 EK0105  DESIGNATION -  405
 EK0105  PID         -  EK0105
 EK0105  STATE/COUNTY-  AR/POLK
 EK0105  COUNTRY     -  US
 EK0105  USGS QUAD   -  WICKES (2017)
 EK0105
 EK0105                         *CURRENT SURVEY CONTROL
 EK0105  ______________________________________________________________________
 EK0105* NAD 83(1986) POSITION- 34 20 28.     (N) 094 22 09.     (W)   SCALED
 EK0105* NAVD 88 ORTHO HEIGHT -   337.422 (meters)     1107.03  (feet) ADJUSTED
 EK0105  ______________________________________________________________________
 EK0105  GEOID HEIGHT    -        -29.182 (meters)                     GEOID18
 EK0105  DYNAMIC HEIGHT  -        337.063 (meters)     1105.85  (feet) COMP
 EK0105  MODELED GRAVITY -    979,562.2   (mgal)                       NAVD 88
 EK0105
 EK0105  VERT ORDER      -  FIRST     CLASS II
 EK0105
 EK0105.The horizontal coordinates were scaled from a map and have
 EK0105.an estimated accuracy of +/- 6 seconds.
 EK0105
 EK0105.The orthometric height was determined by differential leveling and
 EK0105.adjusted by the NATIONAL GEODETIC SURVEY
 EK0105.in June 1991.
 EK0105
 EK0105.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0105.GEOID18 height accuracy estimate available here.
 EK0105
 EK0105.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU740008(NAD 83)
 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
 EK0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0105.See file dsdata.pdf to determine how the superseded data were derived.
 EK0105
 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             CGS
 EK0105  HISTORY     - 1961     GOOD             CGS
 EK0105  HISTORY     - 1985     MARK NOT FOUND   NGS
 EK0105
 EK0105                          STATION DESCRIPTION
 EK0105
 EK0105'DESCRIBED BY COAST AND 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EK0106 ***********************************************************************
 EK0106  DESIGNATION -  407
 EK0106  PID         -  EK0106
 EK0106  STATE/COUNTY-  AR/POLK
 EK0106  COUNTRY     -  US
 EK0106  USGS QUAD   -  WICKES (2017)
 EK0106
 EK0106                         *CURRENT SURVEY CONTROL
 EK0106  ______________________________________________________________________
 EK0106* NAD 83(1986) POSITION- 34 19 09.     (N) 094 21 25.     (W)   SCALED
 EK0106* NAVD 88 ORTHO HEIGHT -   314.913 (meters)     1033.18  (feet) ADJUSTED
 EK0106  ______________________________________________________________________
 EK0106  GEOID HEIGHT    -        -29.026 (meters)                     GEOID18
 EK0106  DYNAMIC HEIGHT  -        314.580 (meters)     1032.08  (feet) COMP
 EK0106  MODELED GRAVITY -    979,570.8   (mgal)                       NAVD 88
 EK0106
 EK0106  VERT ORDER      -  FIRST     CLASS II
 EK0106
 EK0106.The horizontal coordinates were scaled from a map and have
 EK0106.an estimated accuracy of +/- 6 seconds.
 EK0106
 EK0106.The orthometric height was determined by differential leveling and
 EK0106.adjusted by the NATIONAL GEODETIC SURVEY
 EK0106.in June 1991.
 EK0106
 EK0106.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0106.GEOID18 height accuracy estimate available here.
 EK0106
 EK0106.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT751983(NAD 83)
 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
 EK0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0106.See file dsdata.pdf to determine how the superseded data were derived.
 EK0106
 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             CGS
 EK0106  HISTORY     - 1961     MARK NOT FOUND   CGS
 EK0106  HISTORY     - 1985     MARK NOT FOUND   NGS
 EK0106
 EK0106                          STATION DESCRIPTION
 EK0106
 EK0106'DESCRIBED BY COAST AND 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EK0109 ***********************************************************************
 EK0109  DESIGNATION -  409
 EK0109  PID         -  EK0109
 EK0109  STATE/COUNTY-  AR/POLK
 EK0109  COUNTRY     -  US
 EK0109  USGS QUAD   -  WICKES (2017)
 EK0109
 EK0109                         *CURRENT SURVEY CONTROL
 EK0109  ______________________________________________________________________
 EK0109* NAD 83(1986) POSITION- 34 17 56.     (N) 094 20 20.     (W)   SCALED
 EK0109* NAVD 88 ORTHO HEIGHT -   310.839 (meters)     1019.81  (feet) ADJUSTED
 EK0109  ______________________________________________________________________
 EK0109  GEOID HEIGHT    -        -28.875 (meters)                     GEOID18
 EK0109  DYNAMIC HEIGHT  -        310.513 (meters)     1018.74  (feet) COMP
 EK0109  MODELED GRAVITY -    979,579.5   (mgal)                       NAVD 88
 EK0109
 EK0109  VERT ORDER      -  FIRST     CLASS II
 EK0109
 EK0109.The horizontal coordinates were scaled from a map and have
 EK0109.an estimated accuracy of +/- 6 seconds.
 EK0109
 EK0109.The orthometric height was determined by differential leveling and
 EK0109.adjusted by the NATIONAL GEODETIC SURVEY
 EK0109.in June 1991.
 EK0109
 EK0109.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0109.GEOID18 height accuracy estimate available here.
 EK0109
 EK0109.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT767961(NAD 83)
 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
 EK0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0109.See file dsdata.pdf to determine how the superseded data were derived.
 EK0109
 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             CGS
 EK0109  HISTORY     - 1961     MARK NOT FOUND   CGS
 EK0109  HISTORY     - 1985     MARK NOT FOUND   NGS
 EK0109
 EK0109                          STATION DESCRIPTION
 EK0109
 EK0109'DESCRIBED BY COAST AND 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DK1111 ***********************************************************************
 DK1111  DESIGNATION -  41 M BOLT
 DK1111  PID         -  DK1111
 DK1111  STATE/COUNTY-  AR/CHICOT
 DK1111  COUNTRY     -  US
 DK1111  USGS QUAD   -  RED LEAF (2017)
 DK1111
 DK1111                         *CURRENT SURVEY CONTROL
 DK1111  ______________________________________________________________________
 DK1111* NAD 83(1986) POSITION- 33 15 29.     (N) 091 09 12.     (W)   SCALED
 DK1111* NAVD 88 ORTHO HEIGHT -    37.38  (+/-2cm)      122.6   (feet) VERTCON3
 DK1111  ______________________________________________________________________
 DK1111  GEOID HEIGHT    -        -26.252 (meters)                     GEOID18
 DK1111  VERT ORDER      -  ? (See Below)
 DK1111
 DK1111.The horizontal coordinates were scaled from a 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
 DK1111.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1111.GEOID18 height accuracy estimate available here.
 DK1111
 DK1111.The vertical order pertains to the NGVD 29 superseded value.
 DK1111
 DK1111.Click photographs - Photos may exist for this station.
 DK1111
 DK1111;                    North         East    Units  Estimated Accuracy
 DK1111;SPC AR S     -   465,920.      478,890.      MT  (+/- 180 meters Scaled)
 DK1111
 DK1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS720814(NAD 83)
 DK1111
 DK1111                          SUPERSEDED SURVEY CONTROL
 DK1111
 DK1111  NGVD 29 (11/26/84)   37.421  (m)          122.77   (f) ADJUSTED       
 DK1111
 DK1111.Superseded values are not recommended for survey control.
 DK1111
 DK1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1111.See file dsdata.pdf to determine how the superseded data were derived.
 DK1111
 DK1111_MARKER: B = BOLT
 DK1111_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK1111_SP_SET: UNDERGROUND STONE
 DK1111_PROJECTION: RECESSED 91 CENTIMETERS
 DK1111_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1111
 DK1111  HISTORY     - Date     Condition        Report By
 DK1111  HISTORY     - UNK      MONUMENTED       USACE
 DK1111  HISTORY     - 1934     GOOD             CGS
 DK1111
 DK1111                          STATION DESCRIPTION
 DK1111
 DK1111'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 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 = MARCH 20, 2026 22:17:28 EDT
 DK1112 ***********************************************************************
 DK1112  DESIGNATION -  41 M CAP
 DK1112  PID         -  DK1112
 DK1112  STATE/COUNTY-  AR/CHICOT
 DK1112  COUNTRY     -  US
 DK1112  USGS QUAD   -  RED LEAF (2017)
 DK1112
 DK1112                         *CURRENT SURVEY CONTROL
 DK1112  ______________________________________________________________________
 DK1112* NAD 83(1986) POSITION- 33 15 29.     (N) 091 09 12.     (W)   SCALED
 DK1112* NAVD 88 ORTHO HEIGHT -    38.58  (+/-2cm)      126.6   (feet) VERTCON3
 DK1112  ______________________________________________________________________
 DK1112  GEOID HEIGHT    -        -26.252 (meters)                     GEOID18
 DK1112  VERT ORDER      -  ? (See Below)
 DK1112
 DK1112.The horizontal coordinates were scaled from a 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
 DK1112.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1112.GEOID18 height accuracy estimate available here.
 DK1112
 DK1112.The vertical order pertains to the NGVD 29 superseded value.
 DK1112
 DK1112.Click photographs - Photos may exist for this station.
 DK1112
 DK1112;                    North         East    Units  Estimated Accuracy
 DK1112;SPC AR S     -   465,920.      478,890.      MT  (+/- 180 meters Scaled)
 DK1112
 DK1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS720814(NAD 83)
 DK1112
 DK1112                          SUPERSEDED SURVEY CONTROL
 DK1112
 DK1112  NGVD 29 (11/26/84)   38.622  (m)          126.71   (f) ADJUSTED       
 DK1112
 DK1112.Superseded values are not recommended for survey control.
 DK1112
 DK1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1112.See file dsdata.pdf to determine how the superseded data were derived.
 DK1112
 DK1112_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1112_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1112_MARK LOGO: USACE
 DK1112_PROJECTION: PROJECTING 36 CENTIMETERS
 DK1112_MAGNETIC: P = MARKER IS A STEEL PIPE
 DK1112_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1112
 DK1112  HISTORY     - Date     Condition        Report By
 DK1112  HISTORY     - UNK      MONUMENTED       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1523 ***********************************************************************
 EH1523  DESIGNATION -  41/42 REF
 EH1523  PID         -  EH1523
 EH1523  STATE/COUNTY-  AR/JEFFERSON
 EH1523  COUNTRY     -  US
 EH1523  USGS QUAD   -  GILLETT (2017)
 EH1523
 EH1523                         *CURRENT SURVEY CONTROL
 EH1523  ______________________________________________________________________
 EH1523* NAD 83(1986) POSITION- 34 06 36.16   (N) 091 29 49.25   (W)   HD_HELD1
 EH1523* NAVD 88 ORTHO HEIGHT -    53.636 (meters)      175.97  (feet) ADJUSTED
 EH1523  ______________________________________________________________________
 EH1523  GEOID HEIGHT    -        -26.105 (meters)                     GEOID18
 EH1523  DYNAMIC HEIGHT  -         53.583 (meters)      175.80  (feet) COMP
 EH1523  MODELED GRAVITY -    979,655.1   (mgal)                       NAVD 88
 EH1523
 EH1523  VERT ORDER      -  FIRST     CLASS II
 EH1523
 EH1523.The horizontal coordinates were determined by differentially corrected
 EH1523.hand held GPS observations or other comparable positioning techniques
 EH1523.and have an estimated accuracy of +/- 3 meters.
 EH1523
 EH1523.The orthometric height was determined by differential leveling and
 EH1523.adjusted by the NATIONAL GEODETIC SURVEY
 EH1523.in August 1993.
 EH1523
 EH1523.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1523.GEOID18 height accuracy estimate available here.
 EH1523
 EH1523.Click photographs - Photos may exist for this station.
 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     -   560,202.3     446,404.3     MT  (+/- 3 meters HH1 GPS) 
 EH1523
 EH1523_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT3862475377(NAD 83)
 EH1523
 EH1523                          SUPERSEDED SURVEY CONTROL
 EH1523
 EH1523  NAVD 88 (06/15/91)   53.695  (m)          176.16   (f) SUPERSEDED  1 2
 EH1523  NGVD 29 (11/26/84)   53.740  (m)          176.31   (f) ADJUSTED    1 2
 EH1523
 EH1523.Superseded values are not recommended for survey control.
 EH1523
 EH1523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1523.See file dsdata.pdf to determine how the superseded data were derived.
 EH1523
 EH1523_MARKER: P = PIPE CAP
 EH1523_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1523_STAMPING: B M REF 41/42
 EH1523_MARK LOGO: USACE
 EH1523_MAGNETIC: P = MARKER IS A STEEL PIPE
 EH1523_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1523
 EH1523  HISTORY     - Date     Condition        Report By
 EH1523  HISTORY     - UNK      MONUMENTED       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 EK0239 ***********************************************************************
 EK0239  DESIGNATION -  410
 EK0239  PID         -  EK0239
 EK0239  STATE/COUNTY-  AR/SEVIER
 EK0239  COUNTRY     -  US
 EK0239  USGS QUAD   -  GILLHAM DAM (2017)
 EK0239
 EK0239                         *CURRENT SURVEY CONTROL
 EK0239  ______________________________________________________________________
 EK0239* NAD 83(1986) POSITION- 34 08 41.     (N) 094 14 17.     (W)   SCALED
 EK0239* NAVD 88 ORTHO HEIGHT -   124.944 (meters)      409.92  (feet) ADJUSTED
 EK0239  ______________________________________________________________________
 EK0239  GEOID HEIGHT    -        -28.092 (meters)                     GEOID18
 EK0239  DYNAMIC HEIGHT  -        124.817 (meters)      409.50  (feet) COMP
 EK0239  MODELED GRAVITY -    979,621.5   (mgal)                       NAVD 88
 EK0239
 EK0239  VERT ORDER      -  SECOND    CLASS 0
 EK0239
 EK0239.The horizontal coordinates were scaled from a map and have
 EK0239.an estimated accuracy of +/- 6 seconds.
 EK0239
 EK0239.The orthometric height was determined by differential leveling and
 EK0239.adjusted by the NATIONAL GEODETIC SURVEY
 EK0239.in June 1991.
 EK0239
 EK0239.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0239.GEOID18 height accuracy estimate available here.
 EK0239
 EK0239.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT858788(NAD 83)
 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
 EK0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0239.See file dsdata.pdf to determine how the superseded data were derived.
 EK0239
 EK0239_MARKER: P = PIPE CAP
 EK0239_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EK0239_STAMPING: USE CORP BM
 EK0239_MARK LOGO: USACE
 EK0239_MAGNETIC: P = MARKER IS A STEEL PIPE
 EK0239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0239
 EK0239  HISTORY     - Date     Condition        Report By
 EK0239  HISTORY     - UNK      MONUMENTED       USACE
 EK0239  HISTORY     - 1935     GOOD             CGS
 EK0239  HISTORY     - 1962     GOOD             CGS
 EK0239
 EK0239                          STATION DESCRIPTION
 EK0239
 EK0239'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1962
 EK0239'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EK0110 ***********************************************************************
 EK0110  DESIGNATION -  411
 EK0110  PID         -  EK0110
 EK0110  STATE/COUNTY-  AR/POLK
 EK0110  COUNTRY     -  US
 EK0110  USGS QUAD   -  WICKES (2017)
 EK0110
 EK0110                         *CURRENT SURVEY CONTROL
 EK0110  ______________________________________________________________________
 EK0110* NAD 83(1986) POSITION- 34 16 25.     (N) 094 20 14.     (W)   SCALED
 EK0110* NAVD 88 ORTHO HEIGHT -   306.261 (meters)     1004.79  (feet) ADJUSTED
 EK0110  ______________________________________________________________________
 EK0110  GEOID HEIGHT    -        -28.739 (meters)                     GEOID18
 EK0110  DYNAMIC HEIGHT  -        305.942 (meters)     1003.74  (feet) COMP
 EK0110  MODELED GRAVITY -    979,587.0   (mgal)                       NAVD 88
 EK0110
 EK0110  VERT ORDER      -  FIRST     CLASS II
 EK0110
 EK0110.The horizontal coordinates were scaled from a map and have
 EK0110.an estimated accuracy of +/- 6 seconds.
 EK0110
 EK0110.The orthometric height was determined by differential leveling and
 EK0110.adjusted by the NATIONAL GEODETIC SURVEY
 EK0110.in June 1991.
 EK0110
 EK0110.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0110.GEOID18 height accuracy estimate available here.
 EK0110
 EK0110.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT769933(NAD 83)
 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
 EK0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0110.See file dsdata.pdf to determine how the superseded data were derived.
 EK0110
 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             CGS
 EK0110  HISTORY     - 1961     MARK NOT FOUND   CGS
 EK0110  HISTORY     - 1985     MARK NOT FOUND   NGS
 EK0110
 EK0110                          STATION DESCRIPTION
 EK0110
 EK0110'DESCRIBED BY COAST AND 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EK0113 ***********************************************************************
 EK0113  DESIGNATION -  415
 EK0113  PID         -  EK0113
 EK0113  STATE/COUNTY-  AR/POLK
 EK0113  COUNTRY     -  US
 EK0113  USGS QUAD   -  GILLHAM (2017)
 EK0113
 EK0113                         *CURRENT SURVEY CONTROL
 EK0113  ______________________________________________________________________
 EK0113* NAD 83(1986) POSITION- 34 13 25.     (N) 094 19 47.     (W)   SCALED
 EK0113* NAVD 88 ORTHO HEIGHT -   260.075 (meters)      853.26  (feet) ADJUSTED
 EK0113  ______________________________________________________________________
 EK0113  GEOID HEIGHT    -        -28.494 (meters)                     GEOID18
 EK0113  DYNAMIC HEIGHT  -        259.807 (meters)      852.38  (feet) COMP
 EK0113  MODELED GRAVITY -    979,599.3   (mgal)                       NAVD 88
 EK0113
 EK0113  VERT ORDER      -  FIRST     CLASS II
 EK0113
 EK0113.The horizontal coordinates were scaled from a map and have
 EK0113.an estimated accuracy of +/- 6 seconds.
 EK0113
 EK0113.The orthometric height was determined by differential leveling and
 EK0113.adjusted by the NATIONAL GEODETIC SURVEY
 EK0113.in June 1991.
 EK0113
 EK0113.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0113.GEOID18 height accuracy estimate available here.
 EK0113
 EK0113.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT775877(NAD 83)
 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
 EK0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0113.See file dsdata.pdf to determine how the superseded data were derived.
 EK0113
 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             CGS
 EK0113  HISTORY     - 1962     MARK NOT FOUND   CGS
 EK0113  HISTORY     - 1985     MARK NOT FOUND   NGS
 EK0113
 EK0113                          STATION DESCRIPTION
 EK0113
 EK0113'DESCRIBED BY COAST AND 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EK0114 ***********************************************************************
 EK0114  DESIGNATION -  416
 EK0114  PID         -  EK0114
 EK0114  STATE/COUNTY-  AR/POLK
 EK0114  COUNTRY     -  US
 EK0114  USGS QUAD   -  GILLHAM (2017)
 EK0114
 EK0114                         *CURRENT SURVEY CONTROL
 EK0114  ______________________________________________________________________
 EK0114* NAD 83(1986) POSITION- 34 13 17.     (N) 094 20 43.     (W)   SCALED
 EK0114* NAVD 88 ORTHO HEIGHT -   254.645 (meters)      835.45  (feet) ADJUSTED
 EK0114  ______________________________________________________________________
 EK0114  GEOID HEIGHT    -        -28.509 (meters)                     GEOID18
 EK0114  DYNAMIC HEIGHT  -        254.382 (meters)      834.58  (feet) COMP
 EK0114  MODELED GRAVITY -    979,596.6   (mgal)                       NAVD 88
 EK0114
 EK0114  VERT ORDER      -  FIRST     CLASS II
 EK0114
 EK0114.The horizontal coordinates were scaled from a map and have
 EK0114.an estimated accuracy of +/- 6 seconds.
 EK0114
 EK0114.The orthometric height was determined by differential leveling and
 EK0114.adjusted by the NATIONAL GEODETIC SURVEY
 EK0114.in June 1991.
 EK0114
 EK0114.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0114.GEOID18 height accuracy estimate available here.
 EK0114
 EK0114.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT760875(NAD 83)
 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
 EK0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0114.See file dsdata.pdf to determine how the superseded data were derived.
 EK0114
 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             CGS
 EK0114  HISTORY     - 1962     MARK NOT FOUND   CGS
 EK0114  HISTORY     - 1985     MARK NOT FOUND   NGS
 EK0114
 EK0114                          STATION DESCRIPTION
 EK0114
 EK0114'DESCRIBED BY COAST AND 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EK0115 ***********************************************************************
 EK0115  DESIGNATION -  417
 EK0115  PID         -  EK0115
 EK0115  STATE/COUNTY-  AR/POLK
 EK0115  COUNTRY     -  US
 EK0115  USGS QUAD   -  GILLHAM (2017)
 EK0115
 EK0115                         *CURRENT SURVEY CONTROL
 EK0115  ______________________________________________________________________
 EK0115* NAD 83(1986) POSITION- 34 12 30.     (N) 094 20 42.     (W)   SCALED
 EK0115* NAVD 88 ORTHO HEIGHT -   237.547 (meters)      779.35  (feet) ADJUSTED
 EK0115  ______________________________________________________________________
 EK0115  GEOID HEIGHT    -        -28.451 (meters)                     GEOID18
 EK0115  DYNAMIC HEIGHT  -        237.301 (meters)      778.55  (feet) COMP
 EK0115  MODELED GRAVITY -    979,597.8   (mgal)                       NAVD 88
 EK0115
 EK0115  VERT ORDER      -  FIRST     CLASS II
 EK0115
 EK0115.The horizontal coordinates were scaled from a map and have
 EK0115.an estimated accuracy of +/- 6 seconds.
 EK0115
 EK0115.The orthometric height was determined by differential leveling and
 EK0115.adjusted by the NATIONAL GEODETIC SURVEY
 EK0115.in June 1991.
 EK0115
 EK0115.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0115.GEOID18 height accuracy estimate available here.
 EK0115
 EK0115.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT760860(NAD 83)
 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
 EK0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0115.See file dsdata.pdf to determine how the superseded data were derived.
 EK0115
 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             CGS
 EK0115  HISTORY     - 1962     MARK NOT FOUND   CGS
 EK0115  HISTORY     - 1985     MARK NOT FOUND   NGS
 EK0115
 EK0115                          STATION DESCRIPTION
 EK0115
 EK0115'DESCRIBED BY COAST AND 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EK0117 ***********************************************************************
 EK0117  DESIGNATION -  418
 EK0117  PID         -  EK0117
 EK0117  STATE/COUNTY-  AR/POLK
 EK0117  COUNTRY     -  US
 EK0117  USGS QUAD   -  GILLHAM (2017)
 EK0117
 EK0117                         *CURRENT SURVEY CONTROL
 EK0117  ______________________________________________________________________
 EK0117* NAD 83(1986) POSITION- 34 11 49.     (N) 094 20 52.     (W)   SCALED
 EK0117* NAVD 88 ORTHO HEIGHT -   244.017 (meters)      800.58  (feet) ADJUSTED
 EK0117  ______________________________________________________________________
 EK0117  GEOID HEIGHT    -        -28.406 (meters)                     GEOID18
 EK0117  DYNAMIC HEIGHT  -        243.765 (meters)      799.75  (feet) COMP
 EK0117  MODELED GRAVITY -    979,597.9   (mgal)                       NAVD 88
 EK0117
 EK0117  VERT ORDER      -  FIRST     CLASS II
 EK0117
 EK0117.The horizontal coordinates were scaled from a map and have
 EK0117.an estimated accuracy of +/- 6 seconds.
 EK0117
 EK0117.The orthometric height was determined by differential leveling and
 EK0117.adjusted by the NATIONAL GEODETIC SURVEY
 EK0117.in June 1991.
 EK0117
 EK0117.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0117.GEOID18 height accuracy estimate available here.
 EK0117
 EK0117.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT758848(NAD 83)
 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
 EK0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0117.See file dsdata.pdf to determine how the superseded data were derived.
 EK0117
 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   CGS
 EK0117  HISTORY     - 1962     MARK NOT FOUND   CGS
 EK0117  HISTORY     - 1985     MARK NOT FOUND   NGS
 EK0117
 EK0117                          STATION DESCRIPTION
 EK0117
 EK0117'DESCRIBED BY COAST AND 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FH0162 ***********************************************************************
 FH0162  DESIGNATION -  418
 FH0162  PID         -  FH0162
 FH0162  STATE/COUNTY-  AR/CRAWFORD
 FH0162  COUNTRY     -  US
 FH0162  USGS QUAD   -  VAN BUREN (2017)
 FH0162
 FH0162                         *CURRENT SURVEY CONTROL
 FH0162  ______________________________________________________________________
 FH0162* NAD 83(1986) POSITION- 35 25 58.     (N) 094 21 16.     (W)   SCALED
 FH0162* NAVD 88 ORTHO HEIGHT -   127.438 (meters)      418.10  (feet) ADJUSTED
 FH0162  ______________________________________________________________________
 FH0162  GEOID HEIGHT    -        -29.881 (meters)                     GEOID18
 FH0162  DYNAMIC HEIGHT  -        127.319 (meters)      417.71  (feet) COMP
 FH0162  MODELED GRAVITY -    979,693.7   (mgal)                       NAVD 88
 FH0162
 FH0162  VERT ORDER      -  FIRST     CLASS II
 FH0162
 FH0162.The horizontal coordinates were scaled from a map and have
 FH0162.an estimated accuracy of +/- 6 seconds.
 FH0162
 FH0162.The orthometric height was determined by differential leveling and
 FH0162.adjusted by the NATIONAL GEODETIC SURVEY
 FH0162.in June 1991.
 FH0162
 FH0162.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0162.GEOID18 height accuracy estimate available here.
 FH0162
 FH0162.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV770218(NAD 83)
 FH0162
 FH0162                          SUPERSEDED SURVEY CONTROL
 FH0162
 FH0162.No superseded survey control is available for this station.
 FH0162
 FH0162_MARKER: DR = REFERENCE MARK DISK
 FH0162_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FH0162_SP_SET: ABUTMENT
 FH0162_MARK LOGO: USGS
 FH0162_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0162
 FH0162  HISTORY     - Date     Condition        Report By
 FH0162  HISTORY     - UNK      MONUMENTED       USGS
 FH0162  HISTORY     - 1932     GOOD             CGS
 FH0162  HISTORY     - 1959     GOOD             CGS
 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 COAST AND 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DK1113 ***********************************************************************
 DK1113  DESIGNATION -  42 M BOLT
 DK1113  PID         -  DK1113
 DK1113  STATE/COUNTY-  AR/CHICOT
 DK1113  COUNTRY     -  US
 DK1113  USGS QUAD   -  RED LEAF (2017)
 DK1113
 DK1113                         *CURRENT SURVEY CONTROL
 DK1113  ______________________________________________________________________
 DK1113* NAD 83(1986) POSITION- 33 15 24.     (N) 091 09 18.     (W)   SCALED
 DK1113* NAVD 88 ORTHO HEIGHT -    36.84  (+/-2cm)      120.9   (feet) VERTCON3
 DK1113  ______________________________________________________________________
 DK1113  GEOID HEIGHT    -        -26.247 (meters)                     GEOID18
 DK1113  VERT ORDER      -  ? (See Below)
 DK1113
 DK1113.The horizontal coordinates were scaled from a 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
 DK1113.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1113.GEOID18 height accuracy estimate available here.
 DK1113
 DK1113.The vertical order pertains to the NGVD 29 superseded value.
 DK1113
 DK1113.Click photographs - Photos may exist for this station.
 DK1113
 DK1113;                    North         East    Units  Estimated Accuracy
 DK1113;SPC AR S     -   465,770.      478,740.      MT  (+/- 180 meters Scaled)
 DK1113
 DK1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS718812(NAD 83)
 DK1113
 DK1113                          SUPERSEDED SURVEY CONTROL
 DK1113
 DK1113  NGVD 29 (11/26/84)   36.886  (m)          121.02   (f) ADJUSTED       
 DK1113
 DK1113.Superseded values are not recommended for survey control.
 DK1113
 DK1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1113.See file dsdata.pdf to determine how the superseded data were derived.
 DK1113
 DK1113_MARKER: B = BOLT
 DK1113_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK1113_SP_SET: UNDERGROUND STONE
 DK1113_PROJECTION: RECESSED 91 CENTIMETERS
 DK1113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1113
 DK1113  HISTORY     - Date     Condition        Report By
 DK1113  HISTORY     - UNK      MONUMENTED       USACE
 DK1113  HISTORY     - 1934     GOOD             CGS
 DK1113
 DK1113                          STATION DESCRIPTION
 DK1113
 DK1113'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 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 = MARCH 20, 2026 22:17:28 EDT
 DK1114 ***********************************************************************
 DK1114  DESIGNATION -  42 M CAP
 DK1114  PID         -  DK1114
 DK1114  STATE/COUNTY-  AR/CHICOT
 DK1114  COUNTRY     -  US
 DK1114  USGS QUAD   -  RED LEAF (2017)
 DK1114
 DK1114                         *CURRENT SURVEY CONTROL
 DK1114  ______________________________________________________________________
 DK1114* NAD 83(1986) POSITION- 33 15 24.     (N) 091 09 18.     (W)   SCALED
 DK1114* NAVD 88 ORTHO HEIGHT -    38.06  (+/-2cm)      124.9   (feet) VERTCON3
 DK1114  ______________________________________________________________________
 DK1114  GEOID HEIGHT    -        -26.247 (meters)                     GEOID18
 DK1114  VERT ORDER      -  ? (See Below)
 DK1114
 DK1114.The horizontal coordinates were scaled from a 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
 DK1114.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1114.GEOID18 height accuracy estimate available here.
 DK1114
 DK1114.The vertical order pertains to the NGVD 29 superseded value.
 DK1114
 DK1114.Click photographs - Photos may exist for this station.
 DK1114
 DK1114;                    North         East    Units  Estimated Accuracy
 DK1114;SPC AR S     -   465,770.      478,740.      MT  (+/- 180 meters Scaled)
 DK1114
 DK1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS718812(NAD 83)
 DK1114
 DK1114                          SUPERSEDED SURVEY CONTROL
 DK1114
 DK1114  NGVD 29 (11/26/84)   38.101  (m)          125.00   (f) ADJUSTED       
 DK1114
 DK1114.Superseded values are not recommended for survey control.
 DK1114
 DK1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1114.See file dsdata.pdf to determine how the superseded data were derived.
 DK1114
 DK1114_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1114_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1114_MARK LOGO: USACE
 DK1114_MAGNETIC: P = MARKER IS A STEEL PIPE
 DK1114_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1114
 DK1114  HISTORY     - Date     Condition        Report By
 DK1114  HISTORY     - UNK      MONUMENTED       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1522 ***********************************************************************
 EH1522  DESIGNATION -  42/43 REF
 EH1522  PID         -  EH1522
 EH1522  STATE/COUNTY-  AR/JEFFERSON
 EH1522  COUNTRY     -  US
 EH1522  USGS QUAD   -  GILLETT (2017)
 EH1522
 EH1522                         *CURRENT SURVEY CONTROL
 EH1522  ______________________________________________________________________
 EH1522* NAD 83(1986) POSITION- 34 06 05.     (N) 091 29 06.     (W)   SCALED
 EH1522* NAVD 88 ORTHO HEIGHT -    53.638 (meters)      175.98  (feet) ADJUSTED
 EH1522  ______________________________________________________________________
 EH1522  GEOID HEIGHT    -        -26.106 (meters)                     GEOID18
 EH1522  DYNAMIC HEIGHT  -         53.585 (meters)      175.80  (feet) COMP
 EH1522  MODELED GRAVITY -    979,654.6   (mgal)                       NAVD 88
 EH1522
 EH1522  VERT ORDER      -  FIRST     CLASS II
 EH1522
 EH1522.The horizontal coordinates were scaled from a map and have
 EH1522.an estimated accuracy of +/- 6 seconds.
 EH1522
 EH1522.The orthometric height was determined by differential leveling and
 EH1522.adjusted by the NATIONAL GEODETIC SURVEY
 EH1522.in August 1993.
 EH1522
 EH1522.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1522.GEOID18 height accuracy estimate available here.
 EH1522
 EH1522.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT397744(NAD 83)
 EH1522
 EH1522                          SUPERSEDED SURVEY CONTROL
 EH1522
 EH1522  NGVD 29 (11/26/84)   53.748  (m)          176.34   (f) ADJUSTED    1 2
 EH1522
 EH1522.Superseded values are not recommended for survey control.
 EH1522
 EH1522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1522.See file dsdata.pdf to determine how the superseded data were derived.
 EH1522
 EH1522_MARKER: P = PIPE CAP
 EH1522_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1522_STAMPING: REF 42/43
 EH1522_MARK LOGO: USACE
 EH1522_MAGNETIC: P = MARKER IS A STEEL PIPE
 EH1522_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1522
 EH1522  HISTORY     - Date     Condition        Report By
 EH1522  HISTORY     - UNK      MONUMENTED       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 EK0121 ***********************************************************************
 EK0121  DESIGNATION -  422.5
 EK0121  PID         -  EK0121
 EK0121  STATE/COUNTY-  AR/SEVIER
 EK0121  COUNTRY     -  US
 EK0121  USGS QUAD   -  GILLHAM (2017)
 EK0121
 EK0121                         *CURRENT SURVEY CONTROL
 EK0121  ______________________________________________________________________
 EK0121* NAD 83(1986) POSITION- 34 09 32.     (N) 094 18 02.     (W)   SCALED
 EK0121* NAVD 88 ORTHO HEIGHT -   223.295 (meters)      732.59  (feet) ADJUSTED
 EK0121  ______________________________________________________________________
 EK0121  GEOID HEIGHT    -        -28.196 (meters)                     GEOID18
 EK0121  DYNAMIC HEIGHT  -        223.068 (meters)      731.85  (feet) COMP
 EK0121  MODELED GRAVITY -    979,614.2   (mgal)                       NAVD 88
 EK0121
 EK0121  VERT ORDER      -  FIRST     CLASS II
 EK0121
 EK0121.The horizontal coordinates were scaled from a map and have
 EK0121.an estimated accuracy of +/- 6 seconds.
 EK0121
 EK0121.The orthometric height was determined by differential leveling and
 EK0121.adjusted by the NATIONAL GEODETIC SURVEY
 EK0121.in June 1991.
 EK0121
 EK0121.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0121.GEOID18 height accuracy estimate available here.
 EK0121
 EK0121.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT801805(NAD 83)
 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
 EK0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0121.See file dsdata.pdf to determine how the superseded data were derived.
 EK0121
 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   CGS
 EK0121  HISTORY     - 1962     MARK NOT FOUND   CGS
 EK0121  HISTORY     - 1985     MARK NOT FOUND   NGS
 EK0121
 EK0121                          STATION DESCRIPTION
 EK0121
 EK0121'DESCRIBED BY COAST AND 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EK0122 ***********************************************************************
 EK0122  DESIGNATION -  424
 EK0122  PID         -  EK0122
 EK0122  STATE/COUNTY-  AR/SEVIER
 EK0122  COUNTRY     -  US
 EK0122  USGS QUAD   -  GILLHAM (2017)
 EK0122
 EK0122                         *CURRENT SURVEY CONTROL
 EK0122  ______________________________________________________________________
 EK0122* NAD 83(1986) POSITION- 34 09 00.     (N) 094 17 37.     (W)   SCALED
 EK0122* NAVD 88 ORTHO HEIGHT -   204.553 (meters)      671.10  (feet) ADJUSTED
 EK0122  ______________________________________________________________________
 EK0122  GEOID HEIGHT    -        -28.159 (meters)                     GEOID18
 EK0122  DYNAMIC HEIGHT  -        204.346 (meters)      670.43  (feet) COMP
 EK0122  MODELED GRAVITY -    979,616.0   (mgal)                       NAVD 88
 EK0122
 EK0122  VERT ORDER      -  FIRST     CLASS II
 EK0122
 EK0122.The horizontal coordinates were scaled from a map and have
 EK0122.an estimated accuracy of +/- 6 seconds.
 EK0122
 EK0122.The orthometric height was determined by differential leveling and
 EK0122.adjusted by the NATIONAL GEODETIC SURVEY
 EK0122.in June 1991.
 EK0122
 EK0122.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0122.GEOID18 height accuracy estimate available here.
 EK0122
 EK0122.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT807795(NAD 83)
 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
 EK0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0122.See file dsdata.pdf to determine how the superseded data were derived.
 EK0122
 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   CGS
 EK0122  HISTORY     - 1962     MARK NOT FOUND   CGS
 EK0122  HISTORY     - 1985     MARK NOT FOUND   NGS
 EK0122
 EK0122                          STATION DESCRIPTION
 EK0122
 EK0122'DESCRIBED BY COAST AND 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EK0124 ***********************************************************************
 EK0124  DESIGNATION -  425
 EK0124  PID         -  EK0124
 EK0124  STATE/COUNTY-  AR/SEVIER
 EK0124  COUNTRY     -  US
 EK0124  USGS QUAD   -  GILLHAM (2017)
 EK0124
 EK0124                         *CURRENT SURVEY CONTROL
 EK0124  ______________________________________________________________________
 EK0124* NAD 83(1986) POSITION- 34 08 21.     (N) 094 18 00.     (W)   SCALED
 EK0124* NAVD 88 ORTHO HEIGHT -   191.236 (meters)      627.41  (feet) ADJUSTED
 EK0124  ______________________________________________________________________
 EK0124  GEOID HEIGHT    -        -28.128 (meters)                     GEOID18
 EK0124  DYNAMIC HEIGHT  -        191.042 (meters)      626.78  (feet) COMP
 EK0124  MODELED GRAVITY -    979,615.9   (mgal)                       NAVD 88
 EK0124
 EK0124  VERT ORDER      -  FIRST     CLASS II
 EK0124
 EK0124.The horizontal coordinates were scaled from a map and have
 EK0124.an estimated accuracy of +/- 6 seconds.
 EK0124
 EK0124.The orthometric height was determined by differential leveling and
 EK0124.adjusted by the NATIONAL GEODETIC SURVEY
 EK0124.in June 1991.
 EK0124
 EK0124.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0124.GEOID18 height accuracy estimate available here.
 EK0124
 EK0124.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT801783(NAD 83)
 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
 EK0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0124.See file dsdata.pdf to determine how the superseded data were derived.
 EK0124
 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   CGS
 EK0124  HISTORY     - 1962     MARK NOT FOUND   CGS
 EK0124  HISTORY     - 1985     MARK NOT FOUND   NGS
 EK0124
 EK0124                          STATION DESCRIPTION
 EK0124
 EK0124'DESCRIBED BY COAST AND 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EK0127 ***********************************************************************
 EK0127  DESIGNATION -  426
 EK0127  PID         -  EK0127
 EK0127  STATE/COUNTY-  AR/SEVIER
 EK0127  COUNTRY     -  US
 EK0127  USGS QUAD   -  GILLHAM (2017)
 EK0127
 EK0127                         *CURRENT SURVEY CONTROL
 EK0127  ______________________________________________________________________
 EK0127* NAD 83(1986) POSITION- 34 07 52.     (N) 094 18 40.     (W)   SCALED
 EK0127* NAVD 88 ORTHO HEIGHT -   185.608 (meters)      608.95  (feet) ADJUSTED
 EK0127  ______________________________________________________________________
 EK0127  GEOID HEIGHT    -        -28.112 (meters)                     GEOID18
 EK0127  DYNAMIC HEIGHT  -        185.419 (meters)      608.33  (feet) COMP
 EK0127  MODELED GRAVITY -    979,615.4   (mgal)                       NAVD 88
 EK0127
 EK0127  VERT ORDER      -  FIRST     CLASS II
 EK0127
 EK0127.The horizontal coordinates were scaled from a map and have
 EK0127.an estimated accuracy of +/- 6 seconds.
 EK0127
 EK0127.The orthometric height was determined by differential leveling and
 EK0127.adjusted by the NATIONAL GEODETIC SURVEY
 EK0127.in June 1991.
 EK0127
 EK0127.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0127.GEOID18 height accuracy estimate available here.
 EK0127
 EK0127.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT791774(NAD 83)
 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
 EK0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0127.See file dsdata.pdf to determine how the superseded data were derived.
 EK0127
 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   CGS
 EK0127  HISTORY     - 1962     MARK NOT FOUND   CGS
 EK0127  HISTORY     - 1985     MARK NOT FOUND   NGS
 EK0127
 EK0127                          STATION DESCRIPTION
 EK0127
 EK0127'DESCRIBED BY COAST AND 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1218 ***********************************************************************
 EJ1218  DESIGNATION -  429
 EJ1218  PID         -  EJ1218
 EJ1218  STATE/COUNTY-  AR/CLARK
 EJ1218  COUNTRY     -  US
 EJ1218  USGS QUAD   -  OKOLONA NORTH (2017)
 EJ1218
 EJ1218                         *CURRENT SURVEY CONTROL
 EJ1218  ______________________________________________________________________
 EJ1218* NAD 83(1986) POSITION- 34 00 15.     (N) 093 20 12.     (W)   SCALED
 EJ1218* NAVD 88 ORTHO HEIGHT -   129.227 (meters)      423.97  (feet) ADJUSTED
 EJ1218  ______________________________________________________________________
 EJ1218  GEOID HEIGHT    -        -26.968 (meters)                     GEOID18
 EJ1218  DYNAMIC HEIGHT  -        129.096 (meters)      423.54  (feet) COMP
 EJ1218  MODELED GRAVITY -    979,622.5   (mgal)                       NAVD 88
 EJ1218
 EJ1218  VERT ORDER      -  SECOND    CLASS 0
 EJ1218
 EJ1218.The horizontal coordinates were scaled from a map and have
 EJ1218.an estimated accuracy of +/- 6 seconds.
 EJ1218
 EJ1218.The orthometric height was determined by differential leveling and
 EJ1218.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1218.in June 1991.
 EJ1218
 EJ1218.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1218.GEOID18 height accuracy estimate available here.
 EJ1218
 EJ1218.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT689626(NAD 83)
 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
 EJ1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1218.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1218
 EJ1218_MARKER: P = PIPE CAP
 EJ1218_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EJ1218_STAMPING: 429 HS
 EJ1218_MARK LOGO: USGS
 EJ1218_MAGNETIC: P = MARKER IS A STEEL PIPE
 EJ1218_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1218
 EJ1218  HISTORY     - Date     Condition        Report By
 EJ1218  HISTORY     - 1899     MONUMENTED       USGS
 EJ1218  HISTORY     - 1964     GOOD             CGS
 EJ1218  HISTORY     - 20160120 MARK NOT FOUND   ARHD
 EJ1218
 EJ1218                          STATION DESCRIPTION
 EJ1218
 EJ1218'DESCRIBED BY US GEOLOGICAL SURVEY 1899 (RC)
 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 COAST AND GEODETIC SURVEY 1964
 EJ1218'RECOVERED IN GOOD CONDITION.
 EJ1218
 EJ1218                          STATION RECOVERY (2016)
 EJ1218
 EJ1218'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (BAB)
 EJ1218'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EK0129 ***********************************************************************
 EK0129  DESIGNATION -  429
 EK0129  PID         -  EK0129
 EK0129  STATE/COUNTY-  AR/SEVIER
 EK0129  COUNTRY     -  US
 EK0129  USGS QUAD   -  DE QUEEN (2017)
 EK0129
 EK0129                         *CURRENT SURVEY CONTROL
 EK0129  ______________________________________________________________________
 EK0129* NAD 83(1986) POSITION- 34 05 56.     (N) 094 19 58.     (W)   SCALED
 EK0129* NAVD 88 ORTHO HEIGHT -   162.192 (meters)      532.12  (feet) ADJUSTED
 EK0129  ______________________________________________________________________
 EK0129  GEOID HEIGHT    -        -28.032 (meters)                     GEOID18
 EK0129  DYNAMIC HEIGHT  -        162.028 (meters)      531.59  (feet) COMP
 EK0129  MODELED GRAVITY -    979,616.8   (mgal)                       NAVD 88
 EK0129
 EK0129  VERT ORDER      -  FIRST     CLASS II
 EK0129
 EK0129.The horizontal coordinates were scaled from a map and have
 EK0129.an estimated accuracy of +/- 6 seconds.
 EK0129
 EK0129.The orthometric height was determined by differential leveling and
 EK0129.adjusted by the NATIONAL GEODETIC SURVEY
 EK0129.in June 1991.
 EK0129
 EK0129.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0129.GEOID18 height accuracy estimate available here.
 EK0129
 EK0129.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT770739(NAD 83)
 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
 EK0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0129.See file dsdata.pdf to determine how the superseded data were derived.
 EK0129
 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   CGS
 EK0129  HISTORY     - 1962     MARK NOT FOUND   CGS
 EK0129  HISTORY     - 1985     MARK NOT FOUND   NGS
 EK0129
 EK0129                          STATION DESCRIPTION
 EK0129
 EK0129'DESCRIBED BY COAST AND 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EH1187 ***********************************************************************
 EH1187  DESIGNATION -  43 W
 EH1187  PID         -  EH1187
 EH1187  STATE/COUNTY-  AR/PRAIRIE
 EH1187  COUNTRY     -  US
 EH1187  USGS QUAD   -  ULM (2017)
 EH1187
 EH1187                         *CURRENT SURVEY CONTROL
 EH1187  ______________________________________________________________________
 EH1187* NAD 83(1986) POSITION- 34 35 51.     (N) 091 25 48.     (W)   SCALED
 EH1187* NAVD 88 ORTHO HEIGHT -    63.200 (meters)      207.35  (feet) ADJUSTED
 EH1187  ______________________________________________________________________
 EH1187  GEOID HEIGHT    -        -26.747 (meters)                     GEOID18
 EH1187  DYNAMIC HEIGHT  -         63.139 (meters)      207.15  (feet) COMP
 EH1187  MODELED GRAVITY -    979,683.1   (mgal)                       NAVD 88
 EH1187
 EH1187  VERT ORDER      -  FIRST     CLASS II
 EH1187
 EH1187.The horizontal coordinates were scaled from a map and have
 EH1187.an estimated accuracy of +/- 6 seconds.
 EH1187
 EH1187.The orthometric height was determined by differential leveling and
 EH1187.adjusted by the NATIONAL GEODETIC SURVEY
 EH1187.in June 1991.
 EH1187
 EH1187.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1187.GEOID18 height accuracy estimate available here.
 EH1187
 EH1187.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU439295(NAD 83)
 EH1187
 EH1187                          SUPERSEDED SURVEY CONTROL
 EH1187
 EH1187  NGVD 29 (11/26/84)   63.225  (m)          207.43   (f) ADJUSTED    1 2
 EH1187
 EH1187.Superseded values are not recommended for survey control.
 EH1187
 EH1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1187.See file dsdata.pdf to determine how the superseded data were derived.
 EH1187
 EH1187_MARKER: DD = SURVEY DISK
 EH1187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1187_STAMPING: 43 W 1929
 EH1187_MARK LOGO: USGS
 EH1187_PROJECTION: PROJECTING 15 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1521 ***********************************************************************
 EH1521  DESIGNATION -  43/44
 EH1521  PID         -  EH1521
 EH1521  STATE/COUNTY-  AR/JEFFERSON
 EH1521  COUNTRY     -  US
 EH1521  USGS QUAD   -  GILLETT (2017)
 EH1521
 EH1521                         *CURRENT SURVEY CONTROL
 EH1521  ______________________________________________________________________
 EH1521* NAD 83(1986) POSITION- 34 05 41.     (N) 091 28 24.     (W)   SCALED
 EH1521* NAVD 88 ORTHO HEIGHT -    52.389 (meters)      171.88  (feet) ADJUSTED
 EH1521  ______________________________________________________________________
 EH1521  GEOID HEIGHT    -        -26.110 (meters)                     GEOID18
 EH1521  DYNAMIC HEIGHT  -         52.338 (meters)      171.71  (feet) COMP
 EH1521  MODELED GRAVITY -    979,654.1   (mgal)                       NAVD 88
 EH1521
 EH1521  VERT ORDER      -  FIRST     CLASS II
 EH1521
 EH1521.The horizontal coordinates were scaled from a map and have
 EH1521.an estimated accuracy of +/- 6 seconds.
 EH1521
 EH1521.The orthometric height was determined by differential leveling and
 EH1521.adjusted by the NATIONAL GEODETIC SURVEY
 EH1521.in August 1993.
 EH1521
 EH1521.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1521.GEOID18 height accuracy estimate available here.
 EH1521
 EH1521.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT408737(NAD 83)
 EH1521
 EH1521                          SUPERSEDED SURVEY CONTROL
 EH1521
 EH1521  NGVD 29 (11/26/84)   52.501  (m)          172.25   (f) ADJUSTED    1 2
 EH1521
 EH1521.Superseded values are not recommended for survey control.
 EH1521
 EH1521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1521.See file dsdata.pdf to determine how the superseded data were derived.
 EH1521
 EH1521_MARKER: P = PIPE CAP
 EH1521_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1521_STAMPING: B M 43/44
 EH1521_MARK LOGO: USACE
 EH1521_MAGNETIC: P = MARKER IS A STEEL PIPE
 EH1521_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1521
 EH1521  HISTORY     - Date     Condition        Report By
 EH1521  HISTORY     - UNK      MONUMENTED       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 EK0131 ***********************************************************************
 EK0131  DESIGNATION -  431
 EK0131  PID         -  EK0131
 EK0131  STATE/COUNTY-  AR/SEVIER
 EK0131  COUNTRY     -  US
 EK0131  USGS QUAD   -  DE QUEEN (2017)
 EK0131
 EK0131                         *CURRENT SURVEY CONTROL
 EK0131  ______________________________________________________________________
 EK0131* NAD 83(1986) POSITION- 34 04 16.     (N) 094 20 09.     (W)   SCALED
 EK0131* NAVD 88 ORTHO HEIGHT -   129.793 (meters)      425.83  (feet) ADJUSTED
 EK0131  ______________________________________________________________________
 EK0131  GEOID HEIGHT    -        -27.957 (meters)                     GEOID18
 EK0131  DYNAMIC HEIGHT  -        129.661 (meters)      425.40  (feet) COMP
 EK0131  MODELED GRAVITY -    979,616.2   (mgal)                       NAVD 88
 EK0131
 EK0131  VERT ORDER      -  FIRST     CLASS II
 EK0131
 EK0131.The horizontal coordinates were scaled from a map and have
 EK0131.an estimated accuracy of +/- 6 seconds.
 EK0131
 EK0131.The orthometric height was determined by differential leveling and
 EK0131.adjusted by the NATIONAL GEODETIC SURVEY
 EK0131.in June 1991.
 EK0131
 EK0131.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0131.GEOID18 height accuracy estimate available here.
 EK0131
 EK0131.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT767708(NAD 83)
 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
 EK0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0131.See file dsdata.pdf to determine how the superseded data were derived.
 EK0131
 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             CGS
 EK0131  HISTORY     - 1962     GOOD             CGS
 EK0131  HISTORY     - 1985     MARK NOT FOUND   NGS
 EK0131
 EK0131                          STATION DESCRIPTION
 EK0131
 EK0131'DESCRIBED BY COAST AND 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EK0136 ***********************************************************************
 EK0136  DESIGNATION -  434.5
 EK0136  PID         -  EK0136
 EK0136  STATE/COUNTY-  AR/SEVIER
 EK0136  COUNTRY     -  US
 EK0136  USGS QUAD   -  DE QUEEN (2017)
 EK0136
 EK0136                         *CURRENT SURVEY CONTROL
 EK0136  ______________________________________________________________________
 EK0136* NAD 83(1986) POSITION- 34 01 11.     (N) 094 20 34.     (W)   SCALED
 EK0136* NAVD 88 ORTHO HEIGHT -   108.420 (meters)      355.71  (feet) ADJUSTED
 EK0136  ______________________________________________________________________
 EK0136  GEOID HEIGHT    -        -27.817 (meters)                     GEOID18
 EK0136  DYNAMIC HEIGHT  -        108.308 (meters)      355.34  (feet) COMP
 EK0136  MODELED GRAVITY -    979,610.0   (mgal)                       NAVD 88
 EK0136
 EK0136  VERT ORDER      -  FIRST     CLASS II
 EK0136
 EK0136.The horizontal coordinates were scaled from a map and have
 EK0136.an estimated accuracy of +/- 6 seconds.
 EK0136
 EK0136.The orthometric height was determined by differential leveling and
 EK0136.adjusted by the NATIONAL GEODETIC SURVEY
 EK0136.in June 1991.
 EK0136
 EK0136.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0136.GEOID18 height accuracy estimate available here.
 EK0136
 EK0136.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT760651(NAD 83)
 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
 EK0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0136.See file dsdata.pdf to determine how the superseded data were derived.
 EK0136
 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   CGS
 EK0136  HISTORY     - 1962     MARK NOT FOUND   CGS
 EK0136  HISTORY     - 1985     MARK NOT FOUND   NGS
 EK0136
 EK0136                          STATION DESCRIPTION
 EK0136
 EK0136'DESCRIBED BY COAST AND 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DL0492 ***********************************************************************
 DL0492  DESIGNATION -  435
 DL0492  PID         -  DL0492
 DL0492  STATE/COUNTY-  AR/CLARK
 DL0492  COUNTRY     -  US
 DL0492  USGS QUAD   -  PRESCOTT EAST (2017)
 DL0492
 DL0492                         *CURRENT SURVEY CONTROL
 DL0492  ______________________________________________________________________
 DL0492* NAD 83(1986) POSITION- 33 51 51.     (N) 093 17 09.     (W)   SCALED
 DL0492* NAVD 88 ORTHO HEIGHT -    63.052 (meters)      206.86  (feet) ADJUSTED
 DL0492  ______________________________________________________________________
 DL0492  GEOID HEIGHT    -        -26.785 (meters)                     GEOID18
 DL0492  DYNAMIC HEIGHT  -         62.988 (meters)      206.65  (feet) COMP
 DL0492  MODELED GRAVITY -    979,619.6   (mgal)                       NAVD 88
 DL0492
 DL0492  VERT ORDER      -  SECOND    CLASS 0
 DL0492
 DL0492.The horizontal coordinates were scaled from a map and have
 DL0492.an estimated accuracy of +/- 6 seconds.
 DL0492
 DL0492.The orthometric height was determined by differential leveling and
 DL0492.adjusted by the NATIONAL GEODETIC SURVEY
 DL0492.in June 1991.
 DL0492
 DL0492.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0492.GEOID18 height accuracy estimate available here.
 DL0492
 DL0492.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT735471(NAD 83)
 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
 DL0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0492.See file dsdata.pdf to determine how the superseded data were derived.
 DL0492
 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             CGS
 DL0492  HISTORY     - 1963     MARK NOT FOUND   CGS
 DL0492
 DL0492                          STATION DESCRIPTION
 DL0492
 DL0492'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1963
 DL0492'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EK0137 ***********************************************************************
 EK0137  DESIGNATION -  436
 EK0137  PID         -  EK0137
 EK0137  STATE/COUNTY-  AR/SEVIER
 EK0137  COUNTRY     -  US
 EK0137  USGS QUAD   -  DE QUEEN (2017)
 EK0137
 EK0137                         *CURRENT SURVEY CONTROL
 EK0137  ______________________________________________________________________
 EK0137* NAD 83(1986) POSITION- 34 00 21.     (N) 094 21 41.     (W)   SCALED
 EK0137* NAVD 88 ORTHO HEIGHT -   121.294 (meters)      397.95  (feet) ADJUSTED
 EK0137  ______________________________________________________________________
 EK0137  GEOID HEIGHT    -        -27.788 (meters)                     GEOID18
 EK0137  DYNAMIC HEIGHT  -        121.169 (meters)      397.54  (feet) COMP
 EK0137  MODELED GRAVITY -    979,610.3   (mgal)                       NAVD 88
 EK0137
 EK0137  VERT ORDER      -  FIRST     CLASS II
 EK0137
 EK0137.The horizontal coordinates were scaled from a map and have
 EK0137.an estimated accuracy of +/- 6 seconds.
 EK0137
 EK0137.The orthometric height was determined by differential leveling and
 EK0137.adjusted by the NATIONAL GEODETIC SURVEY
 EK0137.in June 1991.
 EK0137
 EK0137.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0137.GEOID18 height accuracy estimate available here.
 EK0137
 EK0137.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT742636(NAD 83)
 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
 EK0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0137.See file dsdata.pdf to determine how the superseded data were derived.
 EK0137
 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   CGS
 EK0137  HISTORY     - 1962     MARK NOT FOUND   CGS
 EK0137  HISTORY     - 1985     MARK NOT FOUND   NGS
 EK0137
 EK0137                          STATION DESCRIPTION
 EK0137
 EK0137'DESCRIBED BY COAST AND 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DM0125 ***********************************************************************
 DM0125  DESIGNATION -  437
 DM0125  PID         -  DM0125
 DM0125  STATE/COUNTY-  AR/SEVIER
 DM0125  COUNTRY     -  US
 DM0125  USGS QUAD   -  LOCKESBURG (2017)
 DM0125
 DM0125                         *CURRENT SURVEY CONTROL
 DM0125  ______________________________________________________________________
 DM0125* NAD 83(1986) POSITION- 33 58 05.9    (N) 094 10 05.9    (W)   HD_HELD2
 DM0125* NAVD 88 ORTHO HEIGHT -   133.432 (meters)      437.77  (feet) ADJUSTED
 DM0125  ______________________________________________________________________
 DM0125  GEOID HEIGHT    -        -27.555 (meters)                     GEOID18
 DM0125  DYNAMIC HEIGHT  -        133.296 (meters)      437.32  (feet) COMP
 DM0125  MODELED GRAVITY -    979,615.9   (mgal)                       NAVD 88
 DM0125
 DM0125  VERT ORDER      -  SECOND    CLASS 0
 DM0125
 DM0125.The horizontal coordinates were established by autonomous hand held GPS
 DM0125.observations and have an estimated accuracy of +/- 10 meters.
 DM0125
 DM0125.The orthometric height was determined by differential leveling and
 DM0125.adjusted by the NATIONAL GEODETIC SURVEY
 DM0125.in June 1991.
 DM0125
 DM0125.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM0125.GEOID18 height accuracy estimate available here.
 DM0125
 DM0125.Click photographs - Photos may exist for this station.
 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     -   546,489.      199,638.      MT  (+/- 10 meters HH2 GPS)
 DM0125
 DM0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT9206659256(NAD 83)
 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
 DM0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0125.See file dsdata.pdf to determine how the superseded data were derived.
 DM0125
 DM0125_MARKER: DB = BENCH MARK DISK
 DM0125_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM0125_SP_SET: BUILDING
 DM0125_STAMPING: 437 1908
 DM0125_MARK LOGO: USGS
 DM0125_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM0125
 DM0125  HISTORY     - Date     Condition        Report By
 DM0125  HISTORY     - 1908     MONUMENTED       USGS
 DM0125  HISTORY     - 1934     GOOD             CGS
 DM0125  HISTORY     - 1962     GOOD             CGS
 DM0125
 DM0125                          STATION DESCRIPTION
 DM0125
 DM0125'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1962
 DM0125'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DM0002 ***********************************************************************
 DM0002  DESIGNATION -  438
 DM0002  PID         -  DM0002
 DM0002  STATE/COUNTY-  AR/SEVIER
 DM0002  COUNTRY     -  US
 DM0002  USGS QUAD   -  HORATIO (2017)
 DM0002
 DM0002                         *CURRENT SURVEY CONTROL
 DM0002  ______________________________________________________________________
 DM0002* NAD 83(1986) POSITION- 33 58 28.     (N) 094 21 09.     (W)   SCALED
 DM0002* NAVD 88 ORTHO HEIGHT -   147.628 (meters)      484.34  (feet) ADJUSTED
 DM0002  ______________________________________________________________________
 DM0002  GEOID HEIGHT    -        -27.684 (meters)                     GEOID18
 DM0002  DYNAMIC HEIGHT  -        147.477 (meters)      483.85  (feet) COMP
 DM0002  MODELED GRAVITY -    979,606.9   (mgal)                       NAVD 88
 DM0002
 DM0002  VERT ORDER      -  FIRST     CLASS II
 DM0002
 DM0002.The horizontal coordinates were scaled from a map and have
 DM0002.an estimated accuracy of +/- 6 seconds.
 DM0002
 DM0002.The orthometric height was determined by differential leveling and
 DM0002.adjusted by the NATIONAL GEODETIC SURVEY
 DM0002.in June 1991.
 DM0002
 DM0002.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM0002.GEOID18 height accuracy estimate available here.
 DM0002
 DM0002.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT750601(NAD 83)
 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
 DM0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0002.See file dsdata.pdf to determine how the superseded data were derived.
 DM0002
 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             CGS
 DM0002  HISTORY     - 1962     MARK NOT FOUND   CGS
 DM0002  HISTORY     - 1985     MARK NOT FOUND   NGS
 DM0002
 DM0002                          STATION DESCRIPTION
 DM0002
 DM0002'DESCRIBED BY COAST AND 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DM0003 ***********************************************************************
 DM0003  DESIGNATION -  439
 DM0003  PID         -  DM0003
 DM0003  STATE/COUNTY-  AR/SEVIER
 DM0003  COUNTRY     -  US
 DM0003  USGS QUAD   -  HORATIO (2017)
 DM0003
 DM0003                         *CURRENT SURVEY CONTROL
 DM0003  ______________________________________________________________________
 DM0003* NAD 83(1986) POSITION- 33 57 39.     (N) 094 21 13.     (W)   SCALED
 DM0003* NAVD 88 ORTHO HEIGHT -   127.575 (meters)      418.55  (feet) ADJUSTED
 DM0003  ______________________________________________________________________
 DM0003  GEOID HEIGHT    -        -27.648 (meters)                     GEOID18
 DM0003  DYNAMIC HEIGHT  -        127.444 (meters)      418.12  (feet) COMP
 DM0003  MODELED GRAVITY -    979,608.3   (mgal)                       NAVD 88
 DM0003
 DM0003  VERT ORDER      -  FIRST     CLASS II
 DM0003
 DM0003.The horizontal coordinates were scaled from a map and have
 DM0003.an estimated accuracy of +/- 6 seconds.
 DM0003
 DM0003.The orthometric height was determined by differential leveling and
 DM0003.adjusted by the NATIONAL GEODETIC SURVEY
 DM0003.in June 1991.
 DM0003
 DM0003.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM0003.GEOID18 height accuracy estimate available here.
 DM0003
 DM0003.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT749586(NAD 83)
 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
 DM0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0003.See file dsdata.pdf to determine how the superseded data were derived.
 DM0003
 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             CGS
 DM0003  HISTORY     - 1962     MARK NOT FOUND   CGS
 DM0003  HISTORY     - 1985     MARK NOT FOUND   NGS
 DM0003
 DM0003                          STATION DESCRIPTION
 DM0003
 DM0003'DESCRIBED BY COAST AND 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG0262 ***********************************************************************
 FG0262  DESIGNATION -  44 BLS
 FG0262  PID         -  FG0262
 FG0262  STATE/COUNTY-  AR/WHITE
 FG0262  COUNTRY     -  US
 FG0262  USGS QUAD   -  ROSE BUD (2017)
 FG0262
 FG0262                         *CURRENT SURVEY CONTROL
 FG0262  ______________________________________________________________________
 FG0262* NAD 83(1986) POSITION- 35 19 24.     (N) 092 01 41.     (W)   SCALED
 FG0262* NAVD 88 ORTHO HEIGHT -   217.999 (meters)      715.22  (feet) ADJUSTED
 FG0262  ______________________________________________________________________
 FG0262  GEOID HEIGHT    -        -27.534 (meters)                     GEOID18
 FG0262  DYNAMIC HEIGHT  -        217.795 (meters)      714.55  (feet) COMP
 FG0262  MODELED GRAVITY -    979,694.1   (mgal)                       NAVD 88
 FG0262
 FG0262  VERT ORDER      -  SECOND    CLASS 0
 FG0262
 FG0262.The horizontal coordinates were scaled from a map and have
 FG0262.an estimated accuracy of +/- 6 seconds.
 FG0262
 FG0262.The orthometric height was determined by differential leveling and
 FG0262.adjusted by the NATIONAL GEODETIC SURVEY
 FG0262.in June 1991.
 FG0262
 FG0262.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0262.GEOID18 height accuracy estimate available here.
 FG0262
 FG0262.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV883093(NAD 83)
 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
 FG0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0262.See file dsdata.pdf to determine how the superseded data were derived.
 FG0262
 FG0262_MARKER: DB = BENCH MARK DISK
 FG0262_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0262_STAMPING: 44 BLS 1960
 FG0262_MARK LOGO: USGS
 FG0262_PROJECTION: FLUSH
 FG0262_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0262
 FG0262  HISTORY     - Date     Condition        Report By
 FG0262  HISTORY     - 1960     MONUMENTED       USGS
 FG0262  HISTORY     - 1967     GOOD             CGS
 FG0262
 FG0262                          STATION DESCRIPTION
 FG0262
 FG0262'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EH0779 ***********************************************************************
 EH0779  DESIGNATION -  44 RWM
 EH0779  PID         -  EH0779
 EH0779  STATE/COUNTY-  AR/PHILLIPS
 EH0779  COUNTRY     -  US
 EH0779  USGS QUAD   -  WATKINS CORNER (2017)
 EH0779
 EH0779                         *CURRENT SURVEY CONTROL
 EH0779  ______________________________________________________________________
 EH0779* NAD 83(1986) POSITION- 34 28 03.     (N) 090 57 21.     (W)   SCALED
 EH0779* NAVD 88 ORTHO HEIGHT -    56.226 (meters)      184.47  (feet) ADJUSTED
 EH0779  ______________________________________________________________________
 EH0779  GEOID HEIGHT    -        -26.919 (meters)                     GEOID18
 EH0779  DYNAMIC HEIGHT  -         56.172 (meters)      184.29  (feet) COMP
 EH0779  MODELED GRAVITY -    979,667.0   (mgal)                       NAVD 88
 EH0779
 EH0779  VERT ORDER      -  FIRST     CLASS II
 EH0779
 EH0779.The horizontal coordinates were scaled from a map and have
 EH0779.an estimated accuracy of +/- 6 seconds.
 EH0779
 EH0779.The orthometric height was determined by differential leveling and
 EH0779.adjusted by the NATIONAL GEODETIC SURVEY
 EH0779.in August 1993.
 EH0779
 EH0779.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0779.GEOID18 height accuracy estimate available here.
 EH0779
 EH0779.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU877158(NAD 83)
 EH0779
 EH0779                          SUPERSEDED SURVEY CONTROL
 EH0779
 EH0779  NAVD 88 (06/15/91)   56.218  (m)          184.44   (f) SUPERSEDED  1 2
 EH0779  NGVD 29 (11/26/84)   56.258  (m)          184.57   (f) ADJUSTED    1 2
 EH0779
 EH0779.Superseded values are not recommended for survey control.
 EH0779
 EH0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0779.See file dsdata.pdf to determine how the superseded data were derived.
 EH0779
 EH0779_MARKER: DD = SURVEY DISK
 EH0779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0779_STAMPING: 44 RWM 1965
 EH0779_MARK LOGO: USGS
 EH0779_PROJECTION: PROJECTING 5 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1181 ***********************************************************************
 EH1181  DESIGNATION -  44 W 1
 EH1181  PID         -  EH1181
 EH1181  STATE/COUNTY-  AR/PRAIRIE
 EH1181  COUNTRY     -  US
 EH1181  USGS QUAD   -  ULM (2017)
 EH1181
 EH1181                         *CURRENT SURVEY CONTROL
 EH1181  ______________________________________________________________________
 EH1181* NAD 83(1986) POSITION- 34 34 11.     (N) 091 27 57.     (W)   SCALED
 EH1181* NAVD 88 ORTHO HEIGHT -    63.004 (meters)      206.71  (feet) ADJUSTED
 EH1181  ______________________________________________________________________
 EH1181  GEOID HEIGHT    -        -26.707 (meters)                     GEOID18
 EH1181  DYNAMIC HEIGHT  -         62.943 (meters)      206.51  (feet) COMP
 EH1181  MODELED GRAVITY -    979,681.4   (mgal)                       NAVD 88
 EH1181
 EH1181  VERT ORDER      -  FIRST     CLASS II
 EH1181
 EH1181.The horizontal coordinates were scaled from a map and have
 EH1181.an estimated accuracy of +/- 6 seconds.
 EH1181
 EH1181.The orthometric height was determined by differential leveling and
 EH1181.adjusted by the NATIONAL GEODETIC SURVEY
 EH1181.in June 1991.
 EH1181
 EH1181.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1181.GEOID18 height accuracy estimate available here.
 EH1181
 EH1181.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU407263(NAD 83)
 EH1181
 EH1181                          SUPERSEDED SURVEY CONTROL
 EH1181
 EH1181  NGVD 29 (11/26/84)   63.028  (m)          206.78   (f) ADJUSTED    1 2
 EH1181
 EH1181.Superseded values are not recommended for survey control.
 EH1181
 EH1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1181.See file dsdata.pdf to determine how the superseded data were derived.
 EH1181
 EH1181_MARKER: DB = BENCH MARK DISK
 EH1181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1181_STAMPING: 44 W 1929
 EH1181_MARK LOGO: USGS
 EH1181_PROJECTION: FLUSH
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1519 ***********************************************************************
 EH1519  DESIGNATION -  44/45 REF
 EH1519  PID         -  EH1519
 EH1519  STATE/COUNTY-  AR/JEFFERSON
 EH1519  COUNTRY     -  US
 EH1519  USGS QUAD   -  GILLETT (2017)
 EH1519
 EH1519                         *CURRENT SURVEY CONTROL
 EH1519  ______________________________________________________________________
 EH1519* NAD 83(1986) POSITION- 34 05 17.     (N) 091 27 31.     (W)   SCALED
 EH1519* NAVD 88 ORTHO HEIGHT -    52.048 (meters)      170.76  (feet) ADJUSTED
 EH1519  ______________________________________________________________________
 EH1519  GEOID HEIGHT    -        -26.116 (meters)                     GEOID18
 EH1519  DYNAMIC HEIGHT  -         51.997 (meters)      170.59  (feet) COMP
 EH1519  MODELED GRAVITY -    979,653.8   (mgal)                       NAVD 88
 EH1519
 EH1519  VERT ORDER      -  FIRST     CLASS II
 EH1519
 EH1519.The horizontal coordinates were scaled from a map and have
 EH1519.an estimated accuracy of +/- 6 seconds.
 EH1519
 EH1519.The orthometric height was determined by differential leveling and
 EH1519.adjusted by the NATIONAL GEODETIC SURVEY
 EH1519.in August 1993.
 EH1519
 EH1519.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1519.GEOID18 height accuracy estimate available here.
 EH1519
 EH1519.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT422729(NAD 83)
 EH1519
 EH1519                          SUPERSEDED SURVEY CONTROL
 EH1519
 EH1519  NGVD 29 (11/26/84)   52.166  (m)          171.15   (f) ADJUSTED    1 2
 EH1519
 EH1519.Superseded values are not recommended for survey control.
 EH1519
 EH1519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1519.See file dsdata.pdf to determine how the superseded data were derived.
 EH1519
 EH1519_MARKER: P = PIPE CAP
 EH1519_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1519_STAMPING: B M REF 44/45
 EH1519_MARK LOGO: USACE
 EH1519_MAGNETIC: P = MARKER IS A STEEL PIPE
 EH1519_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1519
 EH1519  HISTORY     - Date     Condition        Report By
 EH1519  HISTORY     - UNK      MONUMENTED       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 DM0005 ***********************************************************************
 DM0005  DESIGNATION -  441
 DM0005  PID         -  DM0005
 DM0005  STATE/COUNTY-  AR/SEVIER
 DM0005  COUNTRY     -  US
 DM0005  USGS QUAD   -  HORATIO (2017)
 DM0005
 DM0005                         *CURRENT SURVEY CONTROL
 DM0005  ______________________________________________________________________
 DM0005* NAD 83(1986) POSITION- 33 55 56.     (N) 094 21 50.     (W)   SCALED
 DM0005* NAVD 88 ORTHO HEIGHT -    97.753 (meters)      320.71  (feet) ADJUSTED
 DM0005  ______________________________________________________________________
 DM0005  GEOID HEIGHT    -        -27.583 (meters)                     GEOID18
 DM0005  DYNAMIC HEIGHT  -         97.653 (meters)      320.38  (feet) COMP
 DM0005  MODELED GRAVITY -    979,611.3   (mgal)                       NAVD 88
 DM0005
 DM0005  VERT ORDER      -  FIRST     CLASS II
 DM0005
 DM0005.The horizontal coordinates were scaled from a map and have
 DM0005.an estimated accuracy of +/- 6 seconds.
 DM0005
 DM0005.The orthometric height was determined by differential leveling and
 DM0005.adjusted by the NATIONAL GEODETIC SURVEY
 DM0005.in June 1991.
 DM0005
 DM0005.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM0005.GEOID18 height accuracy estimate available here.
 DM0005
 DM0005.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT739554(NAD 83)
 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
 DM0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0005.See file dsdata.pdf to determine how the superseded data were derived.
 DM0005
 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             CGS
 DM0005  HISTORY     - 1962     MARK NOT FOUND   CGS
 DM0005  HISTORY     - 1985     MARK NOT FOUND   NGS
 DM0005
 DM0005                          STATION DESCRIPTION
 DM0005
 DM0005'DESCRIBED BY COAST AND 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1472 ***********************************************************************
 EJ1472  DESIGNATION -  45
 EJ1472  PID         -  EJ1472
 EJ1472  STATE/COUNTY-  AR/MONTGOMERY
 EJ1472  COUNTRY     -  US
 EJ1472  USGS QUAD   -  MOUNT IDA (2017)
 EJ1472
 EJ1472                         *CURRENT SURVEY CONTROL
 EJ1472  ______________________________________________________________________
 EJ1472* NAD 83(1986) POSITION- 34 33 26.     (N) 093 37 55.     (W)   SCALED
 EJ1472* NAVD 88 ORTHO HEIGHT -   202.277 (meters)      663.64  (feet) ADJUSTED
 EJ1472  ______________________________________________________________________
 EJ1472  GEOID HEIGHT    -        -28.554 (meters)                     GEOID18
 EJ1472  DYNAMIC HEIGHT  -        202.073 (meters)      662.97  (feet) COMP
 EJ1472  MODELED GRAVITY -    979,622.5   (mgal)                       NAVD 88
 EJ1472
 EJ1472  VERT ORDER      -  SECOND    CLASS 0
 EJ1472
 EJ1472.The horizontal coordinates were scaled from a map and have
 EJ1472.an estimated accuracy of +/- 6 seconds.
 EJ1472
 EJ1472.The orthometric height was determined by differential leveling and
 EJ1472.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1472.in June 1991.
 EJ1472
 EJ1472.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1472.GEOID18 height accuracy estimate available here.
 EJ1472
 EJ1472.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU420241(NAD 83)
 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
 EJ1472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1472.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1472
 EJ1472_MARKER: Z = SEE DESCRIPTION
 EJ1472_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 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   CGS
 EJ1472
 EJ1472                          STATION DESCRIPTION
 EJ1472
 EJ1472'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DK1125 ***********************************************************************
 DK1125  DESIGNATION -  45 M CAP
 DK1125  PID         -  DK1125
 DK1125  STATE/COUNTY-  AR/CHICOT
 DK1125  COUNTRY     -  US
 DK1125  USGS QUAD   -  AVON (2018)
 DK1125
 DK1125                         *CURRENT SURVEY CONTROL
 DK1125  ______________________________________________________________________
 DK1125* NAD 83(1986) POSITION- 33 12 04.     (N) 091 06 31.     (W)   SCALED
 DK1125* NAVD 88 ORTHO HEIGHT -    36.12  (+/-2cm)      118.5   (feet) VERTCON3
 DK1125  ______________________________________________________________________
 DK1125  GEOID HEIGHT    -        -26.257 (meters)                     GEOID18
 DK1125  VERT ORDER      -  ? (See Below)
 DK1125
 DK1125.The horizontal coordinates were scaled from a 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
 DK1125.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1125.GEOID18 height accuracy estimate available here.
 DK1125
 DK1125.The vertical order pertains to the NGVD 29 superseded value.
 DK1125
 DK1125.Click photographs - Photos may exist for this station.
 DK1125
 DK1125;                    North         East    Units  Estimated Accuracy
 DK1125;SPC AR S     -   459,640.      483,120.      MT  (+/- 180 meters Scaled)
 DK1125
 DK1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS762751(NAD 83)
 DK1125
 DK1125                          SUPERSEDED SURVEY CONTROL
 DK1125
 DK1125  NGVD 29 (11/26/84)   36.167  (m)          118.66   (f) ADJUSTED       
 DK1125
 DK1125.Superseded values are not recommended for survey control.
 DK1125
 DK1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1125.See file dsdata.pdf to determine how the superseded data were derived.
 DK1125
 DK1125_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1125_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1125_MARK LOGO: USACE
 DK1125_MAGNETIC: P = MARKER IS A STEEL PIPE
 DK1125_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1125
 DK1125  HISTORY     - Date     Condition        Report By
 DK1125  HISTORY     - UNK      MONUMENTED       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 FE2658 ***********************************************************************
 FE2658  DESIGNATION -  45/4
 FE2658  PID         -  FE2658
 FE2658  STATE/COUNTY-  AR/MISSISSIPPI
 FE2658  COUNTRY     -  US
 FE2658  USGS QUAD   -  OSCEOLA (2017)
 FE2658
 FE2658                         *CURRENT SURVEY CONTROL
 FE2658  ______________________________________________________________________
 FE2658* NAD 83(1997) POSITION- 35 41 02.83615(N) 089 58 21.47569(W)   ADJUSTED
 FE2658* NAVD 88 ORTHO HEIGHT -    75.    (meters)      246.    (feet) SCALED
 FE2658  ______________________________________________________________________
 FE2658  GEOID HEIGHT    -        -27.684 (meters)                     GEOID18
 FE2658  LAPLACE CORR    -          1.00  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE2658.GEOID18 height accuracy estimate available here.
 FE2658
 FE2658.Click photographs - Photos may exist for this station.
 FE2658
 FE2658.The Laplace correction was computed from DEFLEC18 derived deflections.
 FE2658
 FE2658. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999257  x   0.99993745  =   0.99993002
 FE2658!SPC TN       -   0.99999257  x   0.99995181  =   0.99994438
 FE2658!UTM  16      -   0.99999257  x   1.00049191  =   1.00048447
 FE2658!UTM  15      -   0.99999257  x   1.00052508  =   1.00051764
 FE2658
 FE2658_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3098052986(NAD 83)
 FE2658
 FE2658                          SUPERSEDED SURVEY CONTROL
 FE2658
 FE2658  NAD 83(1995)-  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
 FE2658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2658.See file dsdata.pdf to determine how the superseded data were derived.
 FE2658
 FE2658_MARKER: B = BOLT
 FE2658_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FE2658_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1518 ***********************************************************************
 EH1518  DESIGNATION -  45/46 REF
 EH1518  PID         -  EH1518
 EH1518  STATE/COUNTY-  AR/JEFFERSON
 EH1518  COUNTRY     -  US
 EH1518  USGS QUAD   -  GILLETT (2017)
 EH1518
 EH1518                         *CURRENT SURVEY CONTROL
 EH1518  ______________________________________________________________________
 EH1518* NAD 83(1986) POSITION- 34 04 59.     (N) 091 26 34.     (W)   SCALED
 EH1518* NAVD 88 ORTHO HEIGHT -    53.052 (meters)      174.05  (feet) ADJUSTED
 EH1518  ______________________________________________________________________
 EH1518  GEOID HEIGHT    -        -26.124 (meters)                     GEOID18
 EH1518  DYNAMIC HEIGHT  -         53.000 (meters)      173.88  (feet) COMP
 EH1518  MODELED GRAVITY -    979,653.9   (mgal)                       NAVD 88
 EH1518
 EH1518  VERT ORDER      -  FIRST     CLASS II
 EH1518
 EH1518.The horizontal coordinates were scaled from a map and have
 EH1518.an estimated accuracy of +/- 6 seconds.
 EH1518
 EH1518.The orthometric height was determined by differential leveling and
 EH1518.adjusted by the NATIONAL GEODETIC SURVEY
 EH1518.in August 1993.
 EH1518
 EH1518.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1518.GEOID18 height accuracy estimate available here.
 EH1518
 EH1518.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT436724(NAD 83)
 EH1518
 EH1518                          SUPERSEDED SURVEY CONTROL
 EH1518
 EH1518  NGVD 29 (11/26/84)   53.172  (m)          174.45   (f) ADJUSTED    1 2
 EH1518
 EH1518.Superseded values are not recommended for survey control.
 EH1518
 EH1518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1518.See file dsdata.pdf to determine how the superseded data were derived.
 EH1518
 EH1518_MARKER: P = PIPE CAP
 EH1518_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1518_STAMPING: B M REF 45/46
 EH1518_MARK LOGO: USACE
 EH1518_MAGNETIC: P = MARKER IS A STEEL PIPE
 EH1518_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1518
 EH1518  HISTORY     - Date     Condition        Report By
 EH1518  HISTORY     - UNK      MONUMENTED       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 DL0451 ***********************************************************************
 DL0451  DESIGNATION -  450
 DL0451  PID         -  DL0451
 DL0451  STATE/COUNTY-  AR/HEMPSTEAD
 DL0451  COUNTRY     -  US
 DL0451  USGS QUAD   -  EMMET (2017)
 DL0451
 DL0451                         *CURRENT SURVEY CONTROL
 DL0451  ______________________________________________________________________
 DL0451* NAD 83(1986) POSITION- 33 43 29.     (N) 093 28 42.     (W)   SCALED
 DL0451* NAVD 88 ORTHO HEIGHT -    89.051 (meters)      292.16  (feet) ADJUSTED
 DL0451  ______________________________________________________________________
 DL0451  GEOID HEIGHT    -        -26.898 (meters)                     GEOID18
 DL0451  DYNAMIC HEIGHT  -         88.958 (meters)      291.86  (feet) COMP
 DL0451  MODELED GRAVITY -    979,591.8   (mgal)                       NAVD 88
 DL0451
 DL0451  VERT ORDER      -  SECOND    CLASS 0
 DL0451
 DL0451.The horizontal coordinates were scaled from a map and have
 DL0451.an estimated accuracy of +/- 6 seconds.
 DL0451
 DL0451.The orthometric height was determined by differential leveling and
 DL0451.adjusted by the NATIONAL GEODETIC SURVEY
 DL0451.in June 1991.
 DL0451
 DL0451.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0451.GEOID18 height accuracy estimate available here.
 DL0451
 DL0451.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT556317(NAD 83)
 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
 DL0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0451.See file dsdata.pdf to determine how the superseded data were derived.
 DL0451
 DL0451_MARKER: B = BOLT
 DL0451_SETTING: 7 = 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             CGS
 DL0451  HISTORY     - 1963     GOOD             CGS
 DL0451  HISTORY     - 20160315 MARK NOT FOUND   ARHD
 DL0451
 DL0451                          STATION DESCRIPTION
 DL0451
 DL0451'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1963
 DL0451'RECOVERED IN GOOD CONDITION.
 DL0451
 DL0451                          STATION RECOVERY (2016)
 DL0451
 DL0451'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (BAB)
 DL0451'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DM0011 ***********************************************************************
 DM0011  DESIGNATION -  451
 DM0011  PID         -  DM0011
 DM0011  STATE/COUNTY-  AR/LITTLE RIVER
 DM0011  COUNTRY     -  US
 DM0011  USGS QUAD   -  WINTHROP (2017)
 DM0011
 DM0011                         *CURRENT SURVEY CONTROL
 DM0011  ______________________________________________________________________
 DM0011* NAD 83(1986) POSITION- 33 48 34.     (N) 094 19 57.     (W)   SCALED
 DM0011* NAVD 88 ORTHO HEIGHT -    99.981 (meters)      328.02  (feet) ADJUSTED
 DM0011  ______________________________________________________________________
 DM0011  GEOID HEIGHT    -        -27.282 (meters)                     GEOID18
 DM0011  DYNAMIC HEIGHT  -         99.878 (meters)      327.68  (feet) COMP
 DM0011  MODELED GRAVITY -    979,609.1   (mgal)                       NAVD 88
 DM0011
 DM0011  VERT ORDER      -  FIRST     CLASS II
 DM0011
 DM0011.The horizontal coordinates were scaled from a map and have
 DM0011.an estimated accuracy of +/- 6 seconds.
 DM0011
 DM0011.The orthometric height was determined by differential leveling and
 DM0011.adjusted by the NATIONAL GEODETIC SURVEY
 DM0011.in June 1991.
 DM0011
 DM0011.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM0011.GEOID18 height accuracy estimate available here.
 DM0011
 DM0011.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT766418(NAD 83)
 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
 DM0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0011.See file dsdata.pdf to determine how the superseded data were derived.
 DM0011
 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             CGS
 DM0011  HISTORY     - 1962     MARK NOT FOUND   CGS
 DM0011  HISTORY     - 1985     MARK NOT FOUND   NGS
 DM0011
 DM0011                          STATION DESCRIPTION
 DM0011
 DM0011'DESCRIBED BY COAST AND 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DM0013 ***********************************************************************
 DM0013  DESIGNATION -  452
 DM0013  PID         -  DM0013
 DM0013  STATE/COUNTY-  AR/LITTLE RIVER
 DM0013  COUNTRY     -  US
 DM0013  USGS QUAD   -  WINTHROP (2017)
 DM0013
 DM0013                         *CURRENT SURVEY CONTROL
 DM0013  ______________________________________________________________________
 DM0013* NAD 83(1986) POSITION- 33 48 04.     (N) 094 19 12.     (W)   SCALED
 DM0013* NAVD 88 ORTHO HEIGHT -    91.538 (meters)      300.32  (feet) ADJUSTED
 DM0013  ______________________________________________________________________
 DM0013  GEOID HEIGHT    -        -27.263 (meters)                     GEOID18
 DM0013  DYNAMIC HEIGHT  -         91.444 (meters)      300.01  (feet) COMP
 DM0013  MODELED GRAVITY -    979,608.6   (mgal)                       NAVD 88
 DM0013
 DM0013  VERT ORDER      -  FIRST     CLASS II
 DM0013
 DM0013.The horizontal coordinates were scaled from a map and have
 DM0013.an estimated accuracy of +/- 6 seconds.
 DM0013
 DM0013.The orthometric height was determined by differential leveling and
 DM0013.adjusted by the NATIONAL GEODETIC SURVEY
 DM0013.in June 1991.
 DM0013
 DM0013.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM0013.GEOID18 height accuracy estimate available here.
 DM0013
 DM0013.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT778408(NAD 83)
 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
 DM0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0013.See file dsdata.pdf to determine how the superseded data were derived.
 DM0013
 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             CGS
 DM0013  HISTORY     - 1962     MARK NOT FOUND   CGS
 DM0013  HISTORY     - 1985     MARK NOT FOUND   NGS
 DM0013
 DM0013                          STATION DESCRIPTION
 DM0013
 DM0013'DESCRIBED BY COAST AND 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DM0014 ***********************************************************************
 DM0014  DESIGNATION -  454
 DM0014  PID         -  DM0014
 DM0014  STATE/COUNTY-  AR/LITTLE RIVER
 DM0014  COUNTRY     -  US
 DM0014  USGS QUAD   -  WINTHROP (2017)
 DM0014
 DM0014                         *CURRENT SURVEY CONTROL
 DM0014  ______________________________________________________________________
 DM0014* NAD 83(1986) POSITION- 33 47 11.     (N) 094 17 25.     (W)   SCALED
 DM0014* NAVD 88 ORTHO HEIGHT -   105.909 (meters)      347.47  (feet) ADJUSTED
 DM0014  ______________________________________________________________________
 DM0014  GEOID HEIGHT    -        -27.226 (meters)                     GEOID18
 DM0014  DYNAMIC HEIGHT  -        105.800 (meters)      347.11  (feet) COMP
 DM0014  MODELED GRAVITY -    979,607.9   (mgal)                       NAVD 88
 DM0014
 DM0014  VERT ORDER      -  FIRST     CLASS II
 DM0014
 DM0014.The horizontal coordinates were scaled from a map and have
 DM0014.an estimated accuracy of +/- 6 seconds.
 DM0014
 DM0014.The orthometric height was determined by differential leveling and
 DM0014.adjusted by the NATIONAL GEODETIC SURVEY
 DM0014.in June 1991.
 DM0014
 DM0014.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM0014.GEOID18 height accuracy estimate available here.
 DM0014
 DM0014.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT805392(NAD 83)
 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
 DM0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0014.See file dsdata.pdf to determine how the superseded data were derived.
 DM0014
 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             CGS
 DM0014  HISTORY     - 1962     MARK NOT FOUND   CGS
 DM0014  HISTORY     - 1985     MARK NOT FOUND   NGS
 DM0014
 DM0014                          STATION DESCRIPTION
 DM0014
 DM0014'DESCRIBED BY COAST AND 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DL0997 ***********************************************************************
 DL0997  DESIGNATION -  455
 DL0997  PID         -  DL0997
 DL0997  STATE/COUNTY-  AR/HEMPSTEAD
 DL0997  COUNTRY     -  US
 DL0997  USGS QUAD   -  HOPE (2017)
 DL0997
 DL0997                         *CURRENT SURVEY CONTROL
 DL0997  ______________________________________________________________________
 DL0997* NAD 83(1986) POSITION- 33 40 48.     (N) 093 32 45.     (W)   SCALED
 DL0997* NAVD 88 ORTHO HEIGHT -    89.86  (+/-2cm)      294.8   (feet) VERTCON3
 DL0997  ______________________________________________________________________
 DL0997  GEOID HEIGHT    -        -26.929 (meters)                     GEOID18
 DL0997  VERT ORDER      -  ? (See Below)
 DL0997
 DL0997.The horizontal coordinates were scaled from a 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
 DL0997.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0997.GEOID18 height accuracy estimate available here.
 DL0997
 DL0997.The vertical order pertains to the NGVD 29 superseded value.
 DL0997
 DL0997.Click photographs - Photos may exist for this station.
 DL0997
 DL0997;                    North         East    Units  Estimated Accuracy
 DL0997;SPC AR S     -   513,470.      256,670.      MT  (+/- 180 meters Scaled)
 DL0997
 DL0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT494268(NAD 83)
 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
 DL0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0997.See file dsdata.pdf to determine how the superseded data were derived.
 DL0997
 DL0997_MARKER: R = RIVET
 DL0997_SETTING: 7 = 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             CGS
 DL0997  HISTORY     - 1963     GOOD             CGS
 DL0997
 DL0997                          STATION DESCRIPTION
 DL0997
 DL0997'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1963
 DL0997'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DM0015 ***********************************************************************
 DM0015  DESIGNATION -  455
 DM0015  PID         -  DM0015
 DM0015  STATE/COUNTY-  AR/LITTLE RIVER
 DM0015  COUNTRY     -  US
 DM0015  USGS QUAD   -  WINTHROP (2017)
 DM0015
 DM0015                         *CURRENT SURVEY CONTROL
 DM0015  ______________________________________________________________________
 DM0015* NAD 83(1986) POSITION- 33 46 45.     (N) 094 16 31.     (W)   SCALED
 DM0015* NAVD 88 ORTHO HEIGHT -    95.016 (meters)      311.73  (feet) ADJUSTED
 DM0015  ______________________________________________________________________
 DM0015  GEOID HEIGHT    -        -27.211 (meters)                     GEOID18
 DM0015  DYNAMIC HEIGHT  -         94.918 (meters)      311.41  (feet) COMP
 DM0015  MODELED GRAVITY -    979,607.5   (mgal)                       NAVD 88
 DM0015
 DM0015  VERT ORDER      -  FIRST     CLASS II
 DM0015
 DM0015.The horizontal coordinates were scaled from a map and have
 DM0015.an estimated accuracy of +/- 6 seconds.
 DM0015
 DM0015.The orthometric height was determined by differential leveling and
 DM0015.adjusted by the NATIONAL GEODETIC SURVEY
 DM0015.in June 1991.
 DM0015
 DM0015.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM0015.GEOID18 height accuracy estimate available here.
 DM0015
 DM0015.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT819384(NAD 83)
 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
 DM0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0015.See file dsdata.pdf to determine how the superseded data were derived.
 DM0015
 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             CGS
 DM0015  HISTORY     - 1962     MARK NOT FOUND   CGS
 DM0015  HISTORY     - 1985     MARK NOT FOUND   NGS
 DM0015
 DM0015                          STATION DESCRIPTION
 DM0015
 DM0015'DESCRIBED BY COAST AND 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DM0017 ***********************************************************************
 DM0017  DESIGNATION -  458
 DM0017  PID         -  DM0017
 DM0017  STATE/COUNTY-  AR/LITTLE RIVER
 DM0017  COUNTRY     -  US
 DM0017  USGS QUAD   -  FALLS CHAPEL (2017)
 DM0017
 DM0017                         *CURRENT SURVEY CONTROL
 DM0017  ______________________________________________________________________
 DM0017* NAD 83(1986) POSITION- 33 45 54.     (N) 094 13 32.     (W)   SCALED
 DM0017* NAVD 88 ORTHO HEIGHT -    93.539 (meters)      306.89  (feet) ADJUSTED
 DM0017  ______________________________________________________________________
 DM0017  GEOID HEIGHT    -        -27.178 (meters)                     GEOID18
 DM0017  DYNAMIC HEIGHT  -         93.443 (meters)      306.57  (feet) COMP
 DM0017  MODELED GRAVITY -    979,607.1   (mgal)                       NAVD 88
 DM0017
 DM0017  VERT ORDER      -  FIRST     CLASS II
 DM0017
 DM0017.The horizontal coordinates were scaled from a map and have
 DM0017.an estimated accuracy of +/- 6 seconds.
 DM0017
 DM0017.The orthometric height was determined by differential leveling and
 DM0017.adjusted by the NATIONAL GEODETIC SURVEY
 DM0017.in June 1991.
 DM0017
 DM0017.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM0017.GEOID18 height accuracy estimate available here.
 DM0017
 DM0017.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT865367(NAD 83)
 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
 DM0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0017.See file dsdata.pdf to determine how the superseded data were derived.
 DM0017
 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             CGS
 DM0017  HISTORY     - 1962     MARK NOT FOUND   CGS
 DM0017  HISTORY     - 1985     MARK NOT FOUND   NGS
 DM0017
 DM0017                          STATION DESCRIPTION
 DM0017
 DM0017'DESCRIBED BY COAST AND 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG0907 ***********************************************************************
 FG0907  DESIGNATION -  459.8
 FG0907  PID         -  FG0907
 FG0907  STATE/COUNTY-  AR/JOHNSON
 FG0907  COUNTRY     -  US
 FG0907  USGS QUAD   -  CLARKSVILLE (2017)
 FG0907
 FG0907                         *CURRENT SURVEY CONTROL
 FG0907  ______________________________________________________________________
 FG0907* NAD 83(1986) POSITION- 35 29 21.     (N) 093 25 58.     (W)   SCALED
 FG0907* NAVD 88 ORTHO HEIGHT -   140.310 (meters)      460.33  (feet) ADJUSTED
 FG0907  ______________________________________________________________________
 FG0907  GEOID HEIGHT    -        -29.030 (meters)                     GEOID18
 FG0907  DYNAMIC HEIGHT  -        140.181 (meters)      459.91  (feet) COMP
 FG0907  MODELED GRAVITY -    979,709.9   (mgal)                       NAVD 88
 FG0907
 FG0907  VERT ORDER      -  SECOND    CLASS 0
 FG0907
 FG0907.The horizontal coordinates were scaled from a map and have
 FG0907.an estimated accuracy of +/- 6 seconds.
 FG0907
 FG0907.The orthometric height was determined by differential leveling and
 FG0907.adjusted by the NATIONAL GEODETIC SURVEY
 FG0907.in June 1991.
 FG0907
 FG0907.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0907.GEOID18 height accuracy estimate available here.
 FG0907
 FG0907.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV607273(NAD 83)
 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
 FG0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0907.See file dsdata.pdf to determine how the superseded data were derived.
 FG0907
 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             CGS
 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 COAST AND GEODETIC SURVEY 1935
 FG0907'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FH0170 ***********************************************************************
 FH0170  DESIGNATION -  46
 FH0170  PID         -  FH0170
 FH0170  STATE/COUNTY-  AR/CRAWFORD
 FH0170  COUNTRY     -  US
 FH0170  USGS QUAD   -  ALMA (2017)
 FH0170
 FH0170                         *CURRENT SURVEY CONTROL
 FH0170  ______________________________________________________________________
 FH0170* NAD 83(1986) POSITION- 35 29 30.     (N) 094 08 13.     (W)   SCALED
 FH0170* NAVD 88 ORTHO HEIGHT -   130.324 (meters)      427.57  (feet) ADJUSTED
 FH0170  ______________________________________________________________________
 FH0170  GEOID HEIGHT    -        -29.438 (meters)                     GEOID18
 FH0170  DYNAMIC HEIGHT  -        130.205 (meters)      427.18  (feet) COMP
 FH0170  MODELED GRAVITY -    979,714.8   (mgal)                       NAVD 88
 FH0170
 FH0170  VERT ORDER      -  FIRST     CLASS II
 FH0170
 FH0170.The horizontal coordinates were scaled from a map and have
 FH0170.an estimated accuracy of +/- 6 seconds.
 FH0170
 FH0170.The orthometric height was determined by differential leveling and
 FH0170.adjusted by the NATIONAL GEODETIC SURVEY
 FH0170.in June 1991.
 FH0170
 FH0170.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0170.GEOID18 height accuracy estimate available here.
 FH0170
 FH0170.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV968281(NAD 83)
 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
 FH0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0170.See file dsdata.pdf to determine how the superseded data were derived.
 FH0170
 FH0170_MARKER: DD = SURVEY DISK
 FH0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0170_STAMPING: 46
 FH0170_MARK LOGO: USACE
 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       USACE
 FH0170  HISTORY     - 1932     GOOD             CGS
 FH0170  HISTORY     - 1959     GOOD             CGS
 FH0170  HISTORY     - 1985     MARK NOT FOUND   NGS
 FH0170
 FH0170                          STATION DESCRIPTION
 FH0170
 FH0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DK1130 ***********************************************************************
 DK1130  DESIGNATION -  46 M CAP
 DK1130  PID         -  DK1130
 DK1130  STATE/COUNTY-  AR/CHICOT
 DK1130  COUNTRY     -  US
 DK1130  USGS QUAD   -  EMINENCE (2017)
 DK1130
 DK1130                         *CURRENT SURVEY CONTROL
 DK1130  ______________________________________________________________________
 DK1130* NAD 83(1986) POSITION- 33 09 31.     (N) 091 08 23.     (W)   SCALED
 DK1130* NAVD 88 ORTHO HEIGHT -    36.51  (+/-2cm)      119.8   (feet) VERTCON3
 DK1130  ______________________________________________________________________
 DK1130  GEOID HEIGHT    -        -26.179 (meters)                     GEOID18
 DK1130  VERT ORDER      -  ? (See Below)
 DK1130
 DK1130.The horizontal coordinates were scaled from a 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
 DK1130.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1130.GEOID18 height accuracy estimate available here.
 DK1130
 DK1130.The vertical order pertains to the NGVD 29 superseded value.
 DK1130
 DK1130.Click photographs - Photos may exist for this station.
 DK1130
 DK1130;                    North         East    Units  Estimated Accuracy
 DK1130;SPC AR S     -   454,900.      480,250.      MT  (+/- 180 meters Scaled)
 DK1130
 DK1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS734704(NAD 83)
 DK1130
 DK1130                          SUPERSEDED SURVEY CONTROL
 DK1130
 DK1130  NGVD 29 (11/26/84)   36.562  (m)          119.95   (f) ADJUSTED       
 DK1130
 DK1130.Superseded values are not recommended for survey control.
 DK1130
 DK1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1130.See file dsdata.pdf to determine how the superseded data were derived.
 DK1130
 DK1130_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1130_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1130_MARK LOGO: USACE
 DK1130_MAGNETIC: P = MARKER IS A STEEL PIPE
 DK1130_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1130
 DK1130  HISTORY     - Date     Condition        Report By
 DK1130  HISTORY     - UNK      MONUMENTED       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 DM0021 ***********************************************************************
 DM0021  DESIGNATION -  461
 DM0021  PID         -  DM0021
 DM0021  STATE/COUNTY-  AR/LITTLE RIVER
 DM0021  COUNTRY     -  US
 DM0021  USGS QUAD   -  FALLS CHAPEL (2017)
 DM0021
 DM0021                         *CURRENT SURVEY CONTROL
 DM0021  ______________________________________________________________________
 DM0021* NAD 83(1986) POSITION- 33 45 12.     (N) 094 10 32.     (W)   SCALED
 DM0021* NAVD 88 ORTHO HEIGHT -    92.246 (meters)      302.64  (feet) ADJUSTED
 DM0021  ______________________________________________________________________
 DM0021  GEOID HEIGHT    -        -27.153 (meters)                     GEOID18
 DM0021  DYNAMIC HEIGHT  -         92.151 (meters)      302.33  (feet) COMP
 DM0021  MODELED GRAVITY -    979,607.1   (mgal)                       NAVD 88
 DM0021
 DM0021  VERT ORDER      -  FIRST     CLASS II
 DM0021
 DM0021.The horizontal coordinates were scaled from a map and have
 DM0021.an estimated accuracy of +/- 6 seconds.
 DM0021
 DM0021.The orthometric height was determined by differential leveling and
 DM0021.adjusted by the NATIONAL GEODETIC SURVEY
 DM0021.in June 1991.
 DM0021
 DM0021.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM0021.GEOID18 height accuracy estimate available here.
 DM0021
 DM0021.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT911354(NAD 83)
 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
 DM0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0021.See file dsdata.pdf to determine how the superseded data were derived.
 DM0021
 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             CGS
 DM0021  HISTORY     - 1962     MARK NOT FOUND   CGS
 DM0021  HISTORY     - 1985     MARK NOT FOUND   NGS
 DM0021
 DM0021                          STATION DESCRIPTION
 DM0021
 DM0021'DESCRIBED BY COAST AND 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DL1040 ***********************************************************************
 DL1040  DESIGNATION -  462 6
 DL1040  PID         -  DL1040
 DL1040  STATE/COUNTY-  AR/HEMPSTEAD
 DL1040  COUNTRY     -  US
 DL1040  USGS QUAD   -  SHEPPARD (2017)
 DL1040
 DL1040                         *CURRENT SURVEY CONTROL
 DL1040  ______________________________________________________________________
 DL1040* NAD 83(1986) POSITION- 33 43 10.     (N) 093 38 14.     (W)   SCALED
 DL1040* NAVD 88 ORTHO HEIGHT -   105.459 (meters)      345.99  (feet) ADJUSTED
 DL1040  ______________________________________________________________________
 DL1040  GEOID HEIGHT    -        -27.006 (meters)                     GEOID18
 DL1040  DYNAMIC HEIGHT  -        105.349 (meters)      345.63  (feet) COMP
 DL1040  MODELED GRAVITY -    979,588.0   (mgal)                       NAVD 88
 DL1040
 DL1040  VERT ORDER      -  SECOND    CLASS 0
 DL1040
 DL1040.The horizontal coordinates were scaled from a map and have
 DL1040.an estimated accuracy of +/- 6 seconds.
 DL1040
 DL1040.The orthometric height was determined by differential leveling and
 DL1040.adjusted by the NATIONAL GEODETIC SURVEY
 DL1040.in June 1991.
 DL1040
 DL1040.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1040.GEOID18 height accuracy estimate available here.
 DL1040
 DL1040.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT409312(NAD 83)
 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
 DL1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1040.See file dsdata.pdf to determine how the superseded data were derived.
 DL1040
 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   CGS
 DL1040
 DL1040                          STATION DESCRIPTION
 DL1040
 DL1040'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DM0024 ***********************************************************************
 DM0024  DESIGNATION -  464
 DM0024  PID         -  DM0024
 DM0024  STATE/COUNTY-  AR/LITTLE RIVER
 DM0024  COUNTRY     -  US
 DM0024  USGS QUAD   -  ASHDOWN WEST (2017)
 DM0024
 DM0024                         *CURRENT SURVEY CONTROL
 DM0024  ______________________________________________________________________
 DM0024* NAD 83(1986) POSITION- 33 43 25.     (N) 094 08 53.     (W)   SCALED
 DM0024* NAVD 88 ORTHO HEIGHT -    97.293 (meters)      319.20  (feet) ADJUSTED
 DM0024  ______________________________________________________________________
 DM0024  GEOID HEIGHT    -        -27.113 (meters)                     GEOID18
 DM0024  DYNAMIC HEIGHT  -         97.193 (meters)      318.87  (feet) COMP
 DM0024  MODELED GRAVITY -    979,605.0   (mgal)                       NAVD 88
 DM0024
 DM0024  VERT ORDER      -  FIRST     CLASS II
 DM0024
 DM0024.The horizontal coordinates were scaled from a map and have
 DM0024.an estimated accuracy of +/- 6 seconds.
 DM0024
 DM0024.The orthometric height was determined by differential leveling and
 DM0024.adjusted by the NATIONAL GEODETIC SURVEY
 DM0024.in June 1991.
 DM0024
 DM0024.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM0024.GEOID18 height accuracy estimate available here.
 DM0024
 DM0024.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT936321(NAD 83)
 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
 DM0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0024.See file dsdata.pdf to determine how the superseded data were derived.
 DM0024
 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             CGS
 DM0024  HISTORY     - 1962     GOOD             CGS
 DM0024  HISTORY     - 1985     MARK NOT FOUND   NGS
 DM0024  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 DM0024
 DM0024                          STATION DESCRIPTION
 DM0024
 DM0024'DESCRIBED BY COAST AND 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DM0026 ***********************************************************************
 DM0026  DESIGNATION -  466
 DM0026  PID         -  DM0026
 DM0026  STATE/COUNTY-  AR/LITTLE RIVER
 DM0026  COUNTRY     -  US
 DM0026  USGS QUAD   -  ASHDOWN WEST (2017)
 DM0026
 DM0026                         *CURRENT SURVEY CONTROL
 DM0026  ______________________________________________________________________
 DM0026* NAD 83(1986) POSITION- 33 41 41.     (N) 094 08 45.     (W)   SCALED
 DM0026* NAVD 88 ORTHO HEIGHT -   100.194 (meters)      328.72  (feet) ADJUSTED
 DM0026  ______________________________________________________________________
 DM0026  GEOID HEIGHT    -        -27.083 (meters)                     GEOID18
 DM0026  DYNAMIC HEIGHT  -        100.090 (meters)      328.38  (feet) COMP
 DM0026  MODELED GRAVITY -    979,601.3   (mgal)                       NAVD 88
 DM0026
 DM0026  VERT ORDER      -  FIRST     CLASS II
 DM0026
 DM0026.The horizontal coordinates were scaled from a map and have
 DM0026.an estimated accuracy of +/- 6 seconds.
 DM0026
 DM0026.The orthometric height was determined by differential leveling and
 DM0026.adjusted by the NATIONAL GEODETIC SURVEY
 DM0026.in June 1991.
 DM0026
 DM0026.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM0026.GEOID18 height accuracy estimate available here.
 DM0026
 DM0026.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT938288(NAD 83)
 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
 DM0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0026.See file dsdata.pdf to determine how the superseded data were derived.
 DM0026
 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             CGS
 DM0026  HISTORY     - 1962     MARK NOT FOUND   CGS
 DM0026  HISTORY     - 1985     MARK NOT FOUND   NGS
 DM0026  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 DM0026
 DM0026                          STATION DESCRIPTION
 DM0026
 DM0026'DESCRIBED BY COAST AND 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DM0028 ***********************************************************************
 DM0028  DESIGNATION -  467
 DM0028  PID         -  DM0028
 DM0028  STATE/COUNTY-  AR/LITTLE RIVER
 DM0028  COUNTRY     -  US
 DM0028  USGS QUAD   -  ASHDOWN WEST (2017)
 DM0028
 DM0028                         *CURRENT SURVEY CONTROL
 DM0028  ______________________________________________________________________
 DM0028* NAD 83(1986) POSITION- 33 40 55.     (N) 094 08 22.     (W)   SCALED
 DM0028* NAVD 88 ORTHO HEIGHT -   100.400 (meters)      329.40  (feet) ADJUSTED
 DM0028  ______________________________________________________________________
 DM0028  GEOID HEIGHT    -        -27.072 (meters)                     GEOID18
 DM0028  DYNAMIC HEIGHT  -        100.296 (meters)      329.05  (feet) COMP
 DM0028  MODELED GRAVITY -    979,599.5   (mgal)                       NAVD 88
 DM0028
 DM0028  VERT ORDER      -  FIRST     CLASS II
 DM0028
 DM0028.The horizontal coordinates were scaled from a map and have
 DM0028.an estimated accuracy of +/- 6 seconds.
 DM0028
 DM0028.The orthometric height was determined by differential leveling and
 DM0028.adjusted by the NATIONAL GEODETIC SURVEY
 DM0028.in June 1991.
 DM0028
 DM0028.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM0028.GEOID18 height accuracy estimate available here.
 DM0028
 DM0028.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT943274(NAD 83)
 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
 DM0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0028.See file dsdata.pdf to determine how the superseded data were derived.
 DM0028
 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             CGS
 DM0028  HISTORY     - 1962     MARK NOT FOUND   CGS
 DM0028  HISTORY     - 1985     MARK NOT FOUND   NGS
 DM0028  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 DM0028  HISTORY     - 20161026 GOOD             CCPWSD
 DM0028
 DM0028                          STATION DESCRIPTION
 DM0028
 DM0028'DESCRIBED BY COAST AND 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 COAST AND 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.
 DM0028
 DM0028                          STATION RECOVERY (2016)
 DM0028
 DM0028'RECOVERY NOTE BY CHARLESTON COUNTY PUBLIC 2016 (MWP)
 DM0028'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FH0098 ***********************************************************************
 FH0098  DESIGNATION -  47
 FH0098  PID         -  FH0098
 FH0098  STATE/COUNTY-  AR/CRAWFORD
 FH0098  COUNTRY     -  US
 FH0098  USGS QUAD   -  MULBERRY (2017)
 FH0098
 FH0098                         *CURRENT SURVEY CONTROL
 FH0098  ______________________________________________________________________
 FH0098* NAD 83(1986) POSITION- 35 29 42.     (N) 094 03 08.     (W)   SCALED
 FH0098* NAVD 88 ORTHO HEIGHT -   121.182 (meters)      397.58  (feet) ADJUSTED
 FH0098  ______________________________________________________________________
 FH0098  GEOID HEIGHT    -        -29.352 (meters)                     GEOID18
 FH0098  DYNAMIC HEIGHT  -        121.072 (meters)      397.22  (feet) COMP
 FH0098  MODELED GRAVITY -    979,718.6   (mgal)                       NAVD 88
 FH0098
 FH0098  VERT ORDER      -  SECOND    CLASS 0
 FH0098
 FH0098.The horizontal coordinates were scaled from a map and have
 FH0098.an estimated accuracy of +/- 6 seconds.
 FH0098
 FH0098.The orthometric height was determined by differential leveling and
 FH0098.adjusted by the NATIONAL GEODETIC SURVEY
 FH0098.in June 1991.
 FH0098
 FH0098.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0098.GEOID18 height accuracy estimate available here.
 FH0098
 FH0098.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV045284(NAD 83)
 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
 FH0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0098.See file dsdata.pdf to determine how the superseded data were derived.
 FH0098
 FH0098_MARKER: DD = SURVEY DISK
 FH0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0098_STAMPING: 47
 FH0098_MARK LOGO: USACE
 FH0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0098+STABILITY: SURFACE MOTION
 FH0098
 FH0098  HISTORY     - Date     Condition        Report By
 FH0098  HISTORY     - UNK      MONUMENTED       USACE
 FH0098  HISTORY     - 1959     MARK NOT FOUND   CGS
 FH0098
 FH0098                          STATION DESCRIPTION
 FH0098
 FH0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1060 ***********************************************************************
 EJ1060  DESIGNATION -  479
 EJ1060  PID         -  EJ1060
 EJ1060  STATE/COUNTY-  AR/GARLAND
 EJ1060  COUNTRY     -  US
 EJ1060  USGS QUAD   -  MOUNTAIN PINE (2017)
 EJ1060
 EJ1060                         *CURRENT SURVEY CONTROL
 EJ1060  ______________________________________________________________________
 EJ1060* NAD 83(1986) POSITION- 34 32 41.     (N) 093 09 04.     (W)   SCALED
 EJ1060* NAVD 88 ORTHO HEIGHT -   146.263 (meters)      479.86  (feet) ADJUSTED
 EJ1060  ______________________________________________________________________
 EJ1060  GEOID HEIGHT    -        -27.568 (meters)                     GEOID18
 EJ1060  DYNAMIC HEIGHT  -        146.119 (meters)      479.39  (feet) COMP
 EJ1060  MODELED GRAVITY -    979,643.6   (mgal)                       NAVD 88
 EJ1060
 EJ1060  VERT ORDER      -  SECOND    CLASS 0
 EJ1060
 EJ1060.The horizontal coordinates were scaled from a map and have
 EJ1060.an estimated accuracy of +/- 6 seconds.
 EJ1060
 EJ1060.The orthometric height was determined by differential leveling and
 EJ1060.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1060.in June 1991.
 EJ1060
 EJ1060.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1060.GEOID18 height accuracy estimate available here.
 EJ1060
 EJ1060.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU861225(NAD 83)
 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
 EJ1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1060.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1060
 EJ1060_MARKER: P = PIPE CAP
 EJ1060_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EJ1060_STAMPING: 479
 EJ1060_MARK LOGO: CGS
 EJ1060_MAGNETIC: P = MARKER IS A STEEL PIPE
 EJ1060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1060
 EJ1060  HISTORY     - Date     Condition        Report By
 EJ1060  HISTORY     - 1896     MONUMENTED       USGS
 EJ1060  HISTORY     - 1935     GOOD             CGS
 EJ1060  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ1060
 EJ1060                          STATION DESCRIPTION
 EJ1060
 EJ1060'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DK1141 ***********************************************************************
 DK1141  DESIGNATION -  48 M BOLT
 DK1141  PID         -  DK1141
 DK1141  STATE/COUNTY-  AR/CHICOT
 DK1141  COUNTRY     -  US
 DK1141  USGS QUAD   -  READLAND (2017)
 DK1141
 DK1141                         *CURRENT SURVEY CONTROL
 DK1141  ______________________________________________________________________
 DK1141* NAD 83(1986) POSITION- 33 05 15.     (N) 091 11 00.     (W)   SCALED
 DK1141* NAVD 88 ORTHO HEIGHT -    34.459 (meters)      113.05  (feet) ADJUSTED
 DK1141  ______________________________________________________________________
 DK1141  GEOID HEIGHT    -        -26.154 (meters)                     GEOID18
 DK1141  DYNAMIC HEIGHT  -         34.422 (meters)      112.93  (feet) COMP
 DK1141  MODELED GRAVITY -    979,572.7   (mgal)                       NAVD 88
 DK1141
 DK1141  VERT ORDER      -  SECOND    CLASS 0
 DK1141
 DK1141.The horizontal coordinates were scaled from a map and have
 DK1141.an estimated accuracy of +/- 6 seconds.
 DK1141
 DK1141.The orthometric height was determined by differential leveling and
 DK1141.adjusted by the NATIONAL GEODETIC SURVEY
 DK1141.in June 1991.
 DK1141
 DK1141.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1141.GEOID18 height accuracy estimate available here.
 DK1141
 DK1141.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS695624(NAD 83)
 DK1141
 DK1141                          SUPERSEDED SURVEY CONTROL
 DK1141
 DK1141  NGVD 29 (11/26/84)   34.532  (m)          113.29   (f) ADJUSTED    2 0
 DK1141
 DK1141.Superseded values are not recommended for survey control.
 DK1141
 DK1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1141.See file dsdata.pdf to determine how the superseded data were derived.
 DK1141
 DK1141_MARKER: B = BOLT
 DK1141_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK1141_SP_SET: UNDERGROUND STONE
 DK1141_PROJECTION: RECESSED 91 CENTIMETERS
 DK1141_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1141
 DK1141  HISTORY     - Date     Condition        Report By
 DK1141  HISTORY     - 1930     MONUMENTED       USACE
 DK1141  HISTORY     - 1934     GOOD             CGS
 DK1141
 DK1141                          STATION DESCRIPTION
 DK1141
 DK1141'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 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 = MARCH 20, 2026 22:17:28 EDT
 DK1142 ***********************************************************************
 DK1142  DESIGNATION -  48 M CAP
 DK1142  PID         -  DK1142
 DK1142  STATE/COUNTY-  AR/CHICOT
 DK1142  COUNTRY     -  US
 DK1142  USGS QUAD   -  READLAND (2017)
 DK1142
 DK1142                         *CURRENT SURVEY CONTROL
 DK1142  ______________________________________________________________________
 DK1142* NAD 83(1986) POSITION- 33 05 14.     (N) 091 11 00.     (W)   SCALED
 DK1142* NAVD 88 ORTHO HEIGHT -    35.68  (+/-2cm)      117.1   (feet) VERTCON3
 DK1142  ______________________________________________________________________
 DK1142  GEOID HEIGHT    -        -26.155 (meters)                     GEOID18
 DK1142  VERT ORDER      -  ? (See Below)
 DK1142
 DK1142.The horizontal coordinates were scaled from a 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
 DK1142.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1142.GEOID18 height accuracy estimate available here.
 DK1142
 DK1142.The vertical order pertains to the NGVD 29 superseded value.
 DK1142
 DK1142.Click photographs - Photos may exist for this station.
 DK1142
 DK1142;                    North         East    Units  Estimated Accuracy
 DK1142;SPC AR S     -   446,950.      476,250.      MT  (+/- 180 meters Scaled)
 DK1142
 DK1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS695624(NAD 83)
 DK1142
 DK1142                          SUPERSEDED SURVEY CONTROL
 DK1142
 DK1142  NGVD 29 (11/26/84)   35.754  (m)          117.30   (f) ADJUSTED       
 DK1142
 DK1142.Superseded values are not recommended for survey control.
 DK1142
 DK1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1142.See file dsdata.pdf to determine how the superseded data were derived.
 DK1142
 DK1142_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1142_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1142_STAMPING: 48 M 1930 ELEV 118
 DK1142_MARK LOGO: USACE
 DK1142_MAGNETIC: P = MARKER IS A STEEL PIPE
 DK1142_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1142
 DK1142  HISTORY     - Date     Condition        Report By
 DK1142  HISTORY     - 1930     MONUMENTED       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1183 ***********************************************************************
 EJ1183  DESIGNATION -  482
 EJ1183  PID         -  EJ1183
 EJ1183  STATE/COUNTY-  AR/GARLAND
 EJ1183  COUNTRY     -  US
 EJ1183  USGS QUAD   -  HOT SPRINGS SOUTH (2017)
 EJ1183
 EJ1183                         *CURRENT SURVEY CONTROL
 EJ1183  ______________________________________________________________________
 EJ1183* NAD 83(1986) POSITION- 34 23 39.70   (N) 093 04 00.03   (W)   HD_HELD1
 EJ1183* NAVD 88 ORTHO HEIGHT -   146.946 (meters)      482.11  (feet) ADJUSTED
 EJ1183  ______________________________________________________________________
 EJ1183  GEOID HEIGHT    -        -27.041 (meters)                     GEOID18
 EJ1183  DYNAMIC HEIGHT  -        146.801 (meters)      481.63  (feet) COMP
 EJ1183  MODELED GRAVITY -    979,644.7   (mgal)                       NAVD 88
 EJ1183
 EJ1183  VERT ORDER      -  SECOND    CLASS 0
 EJ1183
 EJ1183.The horizontal coordinates were determined by differentially corrected
 EJ1183.hand held GPS observations or other comparable positioning techniques
 EJ1183.and have an estimated accuracy of +/- 3 meters.
 EJ1183
 EJ1183.The orthometric height was determined by differential leveling and
 EJ1183.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1183.in June 1991.
 EJ1183
 EJ1183.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1183.GEOID18 height accuracy estimate available here.
 EJ1183
 EJ1183.Click photographs - Photos may exist for this station.
 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     -   592,135.4     301,921.0     MT  (+/- 3 meters HH1 GPS) 
 EJ1183
 EJ1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU9387105885(NAD 83)
 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
 EJ1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1183.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1183
 EJ1183_MARKER: DB = BENCH MARK DISK
 EJ1183_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EJ1183_STAMPING: 482
 EJ1183_MARK LOGO: USGS
 EJ1183_PROJECTION: PROJECTING 61 CENTIMETERS
 EJ1183_MAGNETIC: P = MARKER IS A STEEL PIPE
 EJ1183_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1183_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EJ1183+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2020
 EJ1183
 EJ1183  HISTORY     - Date     Condition        Report By
 EJ1183  HISTORY     - 1896     MONUMENTED       USGS
 EJ1183  HISTORY     - 1935     GOOD             CGS
 EJ1183  HISTORY     - 20110810 MARK NOT FOUND   ARHD
 EJ1183  HISTORY     - 20110824 GOOD             BFENG
 EJ1183  HISTORY     - 20130617 GOOD             FAMM
 EJ1183  HISTORY     - 20160309 GOOD             ARHD
 EJ1183  HISTORY     - 20201202 GOOD             ARHD
 EJ1183
 EJ1183                          STATION DESCRIPTION
 EJ1183
 EJ1183'DESCRIBED BY COAST AND 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.
 EJ1183
 EJ1183                          STATION RECOVERY (2011)
 EJ1183
 EJ1183'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (KWS)
 EJ1183'MARK NOT FOUND.
 EJ1183
 EJ1183                          STATION RECOVERY (2011)
 EJ1183
 EJ1183'RECOVERY NOTE BY B AND F ENGINEERING 2011 (KDW)
 EJ1183'RECOVERED IN GOOD CONDITION.
 EJ1183
 EJ1183                          STATION RECOVERY (2013)
 EJ1183
 EJ1183'RECOVERY NOTE BY FUGRO AERIAL AND MOBILE MAPPING INC 2013
 EJ1183'RECOVERED IN GOOD CONDITION.
 EJ1183
 EJ1183                          STATION RECOVERY (2016)
 EJ1183
 EJ1183'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (VJB)
 EJ1183'RECOVERED IN GOOD CONDITION.
 EJ1183
 EJ1183                          STATION RECOVERY (2020)
 EJ1183
 EJ1183'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2020 (JH)
 EJ1183'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH0380 ***********************************************************************
 EH0380  DESIGNATION -  49 34 A CAP
 EH0380  PID         -  EH0380
 EH0380  STATE/COUNTY-  AR/PHILLIPS
 EH0380  COUNTRY     -  US
 EH0380  USGS QUAD   -  FRIARS POINT NW (2018)
 EH0380
 EH0380                         *CURRENT SURVEY CONTROL
 EH0380  ______________________________________________________________________
 EH0380* NAD 83(1986) POSITION- 34 23 23.     (N) 090 38 43.     (W)   SCALED
 EH0380* NAVD 88 ORTHO HEIGHT -    55.632 (meters)      182.52  (feet) POSTED
 EH0380  ______________________________________________________________________
 EH0380  GEOID HEIGHT    -        -26.932 (meters)                     GEOID18
 EH0380  DYNAMIC HEIGHT  -         55.58  (meters)      182.3   (feet) COMP
 EH0380  MODELED GRAVITY -    979,657.9   (mgal)                       NAVD 88
 EH0380
 EH0380  VERT ORDER      -  * POSTED, SEE BELOW
 EH0380
 EH0380.The horizontal coordinates were scaled from a 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
 EH0380.* This is a POSTED BENCH MARK height.
 EH0380
 EH0380.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0380.GEOID18 height accuracy estimate available here.
 EH0380
 EH0380.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU164078(NAD 83)
 EH0380
 EH0380                          SUPERSEDED SURVEY CONTROL
 EH0380
 EH0380  NGVD 29 (11/26/84)   54.466  (m)          178.69   (f) ADJUSTED    1 2
 EH0380
 EH0380.Superseded values are not recommended for survey control.
 EH0380
 EH0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0380.See file dsdata.pdf to determine how the superseded data were derived.
 EH0380
 EH0380_MARKER: P = PIPE CAP
 EH0380_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH0380_MARK LOGO: USACE
 EH0380_MAGNETIC: P = MARKER IS A STEEL PIPE
 EH0380_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0380
 EH0380  HISTORY     - Date     Condition        Report By
 EH0380  HISTORY     - UNK      MONUMENTED       USACE
 EH0380  HISTORY     - 1939     GOOD             CGS
 EH0380
 EH0380                          STATION DESCRIPTION
 EH0380
 EH0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0897 ***********************************************************************
 FG0897  DESIGNATION -  490.3
 FG0897  PID         -  FG0897
 FG0897  STATE/COUNTY-  AR/JOHNSON
 FG0897  COUNTRY     -  US
 FG0897  USGS QUAD   -  HAGARVILLE (2017)
 FG0897
 FG0897                         *CURRENT SURVEY CONTROL
 FG0897  ______________________________________________________________________
 FG0897* NAD 83(1986) POSITION- 35 30 57.     (N) 093 18 31.     (W)   SCALED
 FG0897* NAVD 88 ORTHO HEIGHT -   149.565 (meters)      490.70  (feet) ADJUSTED
 FG0897  ______________________________________________________________________
 FG0897  GEOID HEIGHT    -        -28.876 (meters)                     GEOID18
 FG0897  DYNAMIC HEIGHT  -        149.425 (meters)      490.24  (feet) COMP
 FG0897  MODELED GRAVITY -    979,694.3   (mgal)                       NAVD 88
 FG0897
 FG0897  VERT ORDER      -  SECOND    CLASS 0
 FG0897
 FG0897.The horizontal coordinates were scaled from a map and have
 FG0897.an estimated accuracy of +/- 6 seconds.
 FG0897
 FG0897.The orthometric height was determined by differential leveling and
 FG0897.adjusted by the NATIONAL GEODETIC SURVEY
 FG0897.in June 1991.
 FG0897
 FG0897.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0897.GEOID18 height accuracy estimate available here.
 FG0897
 FG0897.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV720302(NAD 83)
 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
 FG0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0897.See file dsdata.pdf to determine how the superseded data were derived.
 FG0897
 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             CGS
 FG0897
 FG0897                          STATION DESCRIPTION
 FG0897
 FG0897'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FF0708 ***********************************************************************
 FF0708  DESIGNATION -  5
 FF0708  PID         -  FF0708
 FF0708  STATE/COUNTY-  AR/ST FRANCIS
 FF0708  COUNTRY     -  US
 FF0708  USGS QUAD   -  FORREST CITY (2017)
 FF0708
 FF0708                         *CURRENT SURVEY CONTROL
 FF0708  ______________________________________________________________________
 FF0708* NAD 83(1986) POSITION- 35 00 28.     (N) 090 47 07.     (W)   SCALED
 FF0708* NAVD 88 ORTHO HEIGHT -    85.003 (meters)      278.88  (feet) ADJUSTED
 FF0708  ______________________________________________________________________
 FF0708  GEOID HEIGHT    -        -26.905 (meters)                     GEOID18
 FF0708  DYNAMIC HEIGHT  -         84.926 (meters)      278.63  (feet) COMP
 FF0708  MODELED GRAVITY -    979,722.3   (mgal)                       NAVD 88
 FF0708
 FF0708  VERT ORDER      -  FIRST     CLASS II
 FF0708
 FF0708.The horizontal coordinates were scaled from a map and have
 FF0708.an estimated accuracy of +/- 6 seconds.
 FF0708
 FF0708.The orthometric height was determined by differential leveling and
 FF0708.adjusted by the NATIONAL GEODETIC SURVEY
 FF0708.in June 1991.
 FF0708
 FF0708.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0708.GEOID18 height accuracy estimate available here.
 FF0708
 FF0708.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU020761(NAD 83)
 FF0708
 FF0708                          SUPERSEDED SURVEY CONTROL
 FF0708
 FF0708  NGVD 29 (11/26/84)   84.985  (m)          278.82   (f) ADJUSTED    1 2
 FF0708
 FF0708.Superseded values are not recommended for survey control.
 FF0708
 FF0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0708.See file dsdata.pdf to determine how the superseded data were derived.
 FF0708
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1528 ***********************************************************************
 FF1528  DESIGNATION -  5 B
 FF1528  PID         -  FF1528
 FF1528  STATE/COUNTY-  AR/WHITE
 FF1528  COUNTRY     -  US
 FF1528  USGS QUAD   -  LETONA (2017)
 FF1528
 FF1528                         *CURRENT SURVEY CONTROL
 FF1528  ______________________________________________________________________
 FF1528* NAD 83(1997) POSITION- 35 15 30.46606(N) 091 51 32.78360(W)   ADJUSTED
 FF1528* NAVD 88 ORTHO HEIGHT -    97.452 (meters)      319.72  (feet) ADJUSTED
 FF1528  ______________________________________________________________________
 FF1528  GEOID HEIGHT    -        -27.433 (meters)                     GEOID18
 FF1528  LAPLACE CORR    -          1.02  (seconds)                    DEFLEC18
 FF1528  DYNAMIC HEIGHT  -         97.364 (meters)      319.44  (feet) COMP
 FF1528  MODELED GRAVITY -    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 and
 FF1528.adjusted by the NATIONAL GEODETIC SURVEY
 FF1528.in June 1991.
 FF1528
 FF1528.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1528.GEOID18 height accuracy estimate available here.
 FF1528
 FF1528.Click photographs - Photos may exist for this station.
 FF1528
 FF1528.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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     -   0.99998901  x   0.99995200  =   0.99994101
 FF1528!UTM  15      -   0.99998901  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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV0378202302(NAD 83)
 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 (11/26/84)   97.402  (m)          319.56   (f) ADJUSTED    2 0
 FF1528
 FF1528.Superseded values are not recommended for survey control.
 FF1528
 FF1528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1528.See file dsdata.pdf to determine how the superseded data were derived.
 FF1528
 FF1528_MARKER: DD = SURVEY DISK
 FF1528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1528_STAMPING: 5B
 FF1528_MARK LOGO: USAF
 FF1528_PROJECTION: PROJECTING 152 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1527 ***********************************************************************
 FF1527  DESIGNATION -  5 B AZ MK
 FF1527  PID         -  FF1527
 FF1527  STATE/COUNTY-  AR/WHITE
 FF1527  COUNTRY     -  US
 FF1527  USGS QUAD   -  LETONA (2017)
 FF1527
 FF1527                         *CURRENT SURVEY CONTROL
 FF1527  ______________________________________________________________________
 FF1527* NAD 83(1986) POSITION- 35 15 28.     (N) 091 51 19.     (W)   SCALED
 FF1527* NAVD 88 ORTHO HEIGHT -    88.059 (meters)      288.91  (feet) ADJUSTED
 FF1527  ______________________________________________________________________
 FF1527  GEOID HEIGHT    -        -27.430 (meters)                     GEOID18
 FF1527  DYNAMIC HEIGHT  -         87.979 (meters)      288.64  (feet) COMP
 FF1527  MODELED GRAVITY -    979,727.1   (mgal)                       NAVD 88
 FF1527
 FF1527  VERT ORDER      -  SECOND    CLASS 0
 FF1527
 FF1527.The horizontal coordinates were scaled from a map and have
 FF1527.an estimated accuracy of +/- 6 seconds.
 FF1527
 FF1527.The orthometric height was determined by differential leveling and
 FF1527.adjusted by the NATIONAL GEODETIC SURVEY
 FF1527.in June 1991.
 FF1527
 FF1527.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1527.GEOID18 height accuracy estimate available here.
 FF1527
 FF1527.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV041022(NAD 83)
 FF1527
 FF1527                          SUPERSEDED SURVEY CONTROL
 FF1527
 FF1527  NGVD 29 (11/26/84)   88.009  (m)          288.74   (f) ADJUSTED    2 0
 FF1527
 FF1527.Superseded values are not recommended for survey control.
 FF1527
 FF1527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1527.See file dsdata.pdf to determine how the superseded data were derived.
 FF1527
 FF1527_MARKER: DZ = AZIMUTH MARK DISK
 FF1527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1527_STAMPING: 5B 1962
 FF1527_MARK LOGO: CGS
 FF1527_PROJECTION: PROJECTING
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1767 ***********************************************************************
 EH1767  DESIGNATION -  5/6
 EH1767  PID         -  EH1767
 EH1767  STATE/COUNTY-  AR/JEFFERSON
 EH1767  COUNTRY     -  US
 EH1767  USGS QUAD   -  ROB ROY (2017)
 EH1767
 EH1767                         *CURRENT SURVEY CONTROL
 EH1767  ______________________________________________________________________
 EH1767* NAD 83(1986) POSITION- 34 18 27.     (N) 091 54 59.     (W)   SCALED
 EH1767* NAVD 88 ORTHO HEIGHT -    63.530 (meters)      208.43  (feet) ADJUSTED
 EH1767  ______________________________________________________________________
 EH1767  GEOID HEIGHT    -        -26.085 (meters)                     GEOID18
 EH1767  DYNAMIC HEIGHT  -         63.469 (meters)      208.23  (feet) COMP
 EH1767  MODELED GRAVITY -    979,671.3   (mgal)                       NAVD 88
 EH1767
 EH1767  VERT ORDER      -  SECOND    CLASS 0
 EH1767
 EH1767.The horizontal coordinates were scaled from a map and have
 EH1767.an estimated accuracy of +/- 6 seconds.
 EH1767
 EH1767.The orthometric height was determined by differential leveling and
 EH1767.adjusted by the NATIONAL GEODETIC SURVEY
 EH1767.in June 1991.
 EH1767
 EH1767.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1767.GEOID18 height accuracy estimate available here.
 EH1767
 EH1767.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT997967(NAD 83)
 EH1767
 EH1767                          SUPERSEDED SURVEY CONTROL
 EH1767
 EH1767  NGVD 29 (11/26/84)   63.561  (m)          208.53   (f) ADJUSTED    2 0
 EH1767
 EH1767.Superseded values are not recommended for survey control.
 EH1767
 EH1767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1767.See file dsdata.pdf to determine how the superseded data were derived.
 EH1767
 EH1767_MARKER: P = PIPE CAP
 EH1767_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1767_STAMPING: B M 5/6
 EH1767_MARK LOGO: USACE
 EH1767_MAGNETIC: P = MARKER IS A STEEL PIPE
 EH1767_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1767
 EH1767  HISTORY     - Date     Condition        Report By
 EH1767  HISTORY     - UNK      MONUMENTED       USACE
 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 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 = MARCH 20, 2026 22:17:28 EDT
 EH1766 ***********************************************************************
 EH1766  DESIGNATION -  5/6 REF
 EH1766  PID         -  EH1766
 EH1766  STATE/COUNTY-  AR/JEFFERSON
 EH1766  COUNTRY     -  US
 EH1766  USGS QUAD   -  ROB ROY (2017)
 EH1766
 EH1766                         *CURRENT SURVEY CONTROL
 EH1766  ______________________________________________________________________
 EH1766* NAD 83(1986) POSITION- 34 18 19.     (N) 091 54 56.     (W)   SCALED
 EH1766* NAVD 88 ORTHO HEIGHT -    63.231 (meters)      207.45  (feet) ADJUSTED
 EH1766  ______________________________________________________________________
 EH1766  GEOID HEIGHT    -        -26.083 (meters)                     GEOID18
 EH1766  DYNAMIC HEIGHT  -         63.169 (meters)      207.25  (feet) COMP
 EH1766  MODELED GRAVITY -    979,671.1   (mgal)                       NAVD 88
 EH1766
 EH1766  VERT ORDER      -  SECOND    CLASS 0
 EH1766
 EH1766.The horizontal coordinates were scaled from a map and have
 EH1766.an estimated accuracy of +/- 6 seconds.
 EH1766
 EH1766.The orthometric height was determined by differential leveling and
 EH1766.adjusted by the NATIONAL GEODETIC SURVEY
 EH1766.in June 1991.
 EH1766
 EH1766.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1766.GEOID18 height accuracy estimate available here.
 EH1766
 EH1766.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT997965(NAD 83)
 EH1766
 EH1766                          SUPERSEDED SURVEY CONTROL
 EH1766
 EH1766  NGVD 29 (11/26/84)   63.261  (m)          207.55   (f) ADJUSTED    2 0
 EH1766
 EH1766.Superseded values are not recommended for survey control.
 EH1766
 EH1766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1766.See file dsdata.pdf to determine how the superseded data were derived.
 EH1766
 EH1766_MARKER: P = PIPE CAP
 EH1766_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1766_STAMPING: B M REF 5/6
 EH1766_MARK LOGO: USACE
 EH1766_MAGNETIC: P = MARKER IS A STEEL PIPE
 EH1766_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1766
 EH1766  HISTORY     - Date     Condition        Report By
 EH1766  HISTORY     - UNK      MONUMENTED       USACE
 EH1766  HISTORY     - 1940     GOOD             CGS
 EH1766
 EH1766                          STATION DESCRIPTION
 EH1766
 EH1766'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0261 ***********************************************************************
 EJ0261  DESIGNATION -  50
 EJ0261  PID         -  EJ0261
 EJ0261  STATE/COUNTY-  AR/PULASKI
 EJ0261  COUNTRY     -  US
 EJ0261  USGS QUAD   -  NORTH LITTLE ROCK (2017)
 EJ0261
 EJ0261                         *CURRENT SURVEY CONTROL
 EJ0261  ______________________________________________________________________
 EJ0261* NAD 83(1986) POSITION- 34 45 19.     (N) 092 17 51.     (W)   SCALED
 EJ0261* NAVD 88 ORTHO HEIGHT -    80.905 (meters)      265.44  (feet) ADJUSTED
 EJ0261  ______________________________________________________________________
 EJ0261  GEOID HEIGHT    -        -26.672 (meters)                     GEOID18
 EJ0261  DYNAMIC HEIGHT  -         80.829 (meters)      265.19  (feet) COMP
 EJ0261  MODELED GRAVITY -    979,705.8   (mgal)                       NAVD 88
 EJ0261
 EJ0261  VERT ORDER      -  SECOND    CLASS I
 EJ0261
 EJ0261.The horizontal coordinates were scaled from a map and have
 EJ0261.an estimated accuracy of +/- 6 seconds.
 EJ0261
 EJ0261.The orthometric height was determined by differential leveling and
 EJ0261.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0261.in September 2023.
 EJ0261
 EJ0261.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0261.GEOID18 height accuracy estimate available here.
 EJ0261
 EJ0261.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU642461(NAD 83)
 EJ0261
 EJ0261                          SUPERSEDED SURVEY CONTROL
 EJ0261
 EJ0261  NAVD 88 (06/15/91)   80.908  (m)          265.45   (f) SUPERSEDED  2 0
 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
 EJ0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0261.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0261
 EJ0261_MARKER: DB = BENCH MARK DISK
 EJ0261_SETTING: 7 = 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             CGS
 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG1197 ***********************************************************************
 FG1197  DESIGNATION -  51
 FG1197  PID         -  FG1197
 FG1197  STATE/COUNTY-  AR/FRANKLIN
 FG1197  COUNTRY     -  US
 FG1197  USGS QUAD   -  OZARK (2017)
 FG1197
 FG1197                         *CURRENT SURVEY CONTROL
 FG1197  ______________________________________________________________________
 FG1197* NAD 83(1997) POSITION- 35 29 05.88110(N) 093 49 32.21489(W)   ADJUSTED
 FG1197* NAVD 88 ORTHO HEIGHT -   116.212 (meters)      381.27  (feet) ADJUSTED
 FG1197  ______________________________________________________________________
 FG1197  GEOID HEIGHT    -        -29.245 (meters)                     GEOID18
 FG1197  LAPLACE CORR    -          1.00  (seconds)                    DEFLEC18
 FG1197  DYNAMIC HEIGHT  -        116.106 (meters)      380.92  (feet) COMP
 FG1197  MODELED GRAVITY -    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 and
 FG1197.adjusted by the NATIONAL GEODETIC SURVEY
 FG1197.in June 1991.
 FG1197
 FG1197.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1197.GEOID18 height accuracy estimate available here.
 FG1197
 FG1197.Click photographs - Photos may exist for this station.
 FG1197
 FG1197.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV2510727139(NAD 83)
 FG1197
 FG1197                          SUPERSEDED SURVEY CONTROL
 FG1197
 FG1197  NAD 83(1993)-  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  NGVD 29 (07/19/86)  116.2    (m)          381.     (f) VERT ANG       
 FG1197
 FG1197.Superseded values are not recommended for survey control.
 FG1197
 FG1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1197.See file dsdata.pdf to determine how the superseded data were derived.
 FG1197
 FG1197_MARKER: DD = SURVEY DISK
 FG1197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1197_STAMPING: U.S.E. NO. 51
 FG1197_MARK LOGO: USACE
 FG1197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1197+STABILITY: SURFACE MOTION
 FG1197_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FG1197+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2022
 FG1197
 FG1197  HISTORY     - Date     Condition        Report By
 FG1197  HISTORY     - UNK      MONUMENTED       USACE
 FG1197  HISTORY     - 1934     GOOD             CGS
 FG1197  HISTORY     - 1959     GOOD             CGS
 FG1197  HISTORY     - 1971     GOOD             USACE
 FG1197  HISTORY     - 1984     GOOD             NGS
 FG1197  HISTORY     - 1989     GOOD             USPSQD
 FG1197  HISTORY     - 1990     GOOD             USPSQD
 FG1197  HISTORY     - 20080420 GOOD             GEOCAC
 FG1197  HISTORY     - 20090803 GOOD             GEOCAC
 FG1197  HISTORY     - 20221024 GOOD             ARHD
 FG1197
 FG1197                          STATION DESCRIPTION
 FG1197
 FG1197'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1959
 FG1197'RECOVERED IN GOOD CONDITION.
 FG1197
 FG1197                          STATION RECOVERY (1971)
 FG1197
 FG1197'RECOVERY NOTE BY US ARMY CORPS OF 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 (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.
 FG1197
 FG1197                          STATION RECOVERY (2008)
 FG1197
 FG1197'RECOVERY NOTE BY GEOCACHING 2008 (CA)
 FG1197'RECOVERED IN GOOD CONDITION.
 FG1197
 FG1197                          STATION RECOVERY (2009)
 FG1197
 FG1197'RECOVERY NOTE BY GEOCACHING 2009 (JA)
 FG1197'RECOVERED IN GOOD CONDITION.
 FG1197
 FG1197                          STATION RECOVERY (2022)
 FG1197
 FG1197'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2022 (SCW)
 FG1197'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1454 ***********************************************************************
 EH1454  DESIGNATION -  51 W
 EH1454  PID         -  EH1454
 EH1454  STATE/COUNTY-  AR/ARKANSAS
 EH1454  COUNTRY     -  US
 EH1454  USGS QUAD   -  DE WITT (2017)
 EH1454
 EH1454                         *CURRENT SURVEY CONTROL
 EH1454  ______________________________________________________________________
 EH1454* NAD 83(1986) POSITION- 34 18 44.     (N) 091 17 46.     (W)   SCALED
 EH1454* NAVD 88 ORTHO HEIGHT -    60.672 (meters)      199.05  (feet) ADJUSTED
 EH1454  ______________________________________________________________________
 EH1454  GEOID HEIGHT    -        -26.494 (meters)                     GEOID18
 EH1454  DYNAMIC HEIGHT  -         60.613 (meters)      198.86  (feet) COMP
 EH1454  MODELED GRAVITY -    979,665.3   (mgal)                       NAVD 88
 EH1454
 EH1454  VERT ORDER      -  SECOND    CLASS 0
 EH1454
 EH1454.The horizontal coordinates were scaled from a map and have
 EH1454.an estimated accuracy of +/- 6 seconds.
 EH1454
 EH1454.The orthometric height was determined by differential leveling and
 EH1454.adjusted by the NATIONAL GEODETIC SURVEY
 EH1454.in August 1993.
 EH1454
 EH1454.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1454.GEOID18 height accuracy estimate available here.
 EH1454
 EH1454.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT567980(NAD 83)
 EH1454
 EH1454                          SUPERSEDED SURVEY CONTROL
 EH1454
 EH1454  NGVD 29 (11/26/84)   60.752  (m)          199.32   (f) ADJUSTED    2 0
 EH1454
 EH1454.Superseded values are not recommended for survey control.
 EH1454
 EH1454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1454.See file dsdata.pdf to determine how the superseded data were derived.
 EH1454
 EH1454_MARKER: DD = SURVEY DISK
 EH1454_STAMPING: 51 W 1929
 EH1454_MARK LOGO: USGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1455 ***********************************************************************
 EH1455  DESIGNATION -  52 W
 EH1455  PID         -  EH1455
 EH1455  STATE/COUNTY-  AR/ARKANSAS
 EH1455  COUNTRY     -  US
 EH1455  USGS QUAD   -  DE WITT (2017)
 EH1455
 EH1455                         *CURRENT SURVEY CONTROL
 EH1455  ______________________________________________________________________
 EH1455* NAD 83(1986) POSITION- 34 19 36.     (N) 091 15 38.     (W)   SCALED
 EH1455* NAVD 88 ORTHO HEIGHT -    57.935 (meters)      190.08  (feet) ADJUSTED
 EH1455  ______________________________________________________________________
 EH1455  GEOID HEIGHT    -        -26.549 (meters)                     GEOID18
 EH1455  DYNAMIC HEIGHT  -         57.879 (meters)      189.89  (feet) COMP
 EH1455  MODELED GRAVITY -    979,665.3   (mgal)                       NAVD 88
 EH1455
 EH1455  VERT ORDER      -  SECOND    CLASS 0
 EH1455
 EH1455.The horizontal coordinates were scaled from a map and have
 EH1455.an estimated accuracy of +/- 6 seconds.
 EH1455
 EH1455.The orthometric height was determined by differential leveling and
 EH1455.adjusted by the NATIONAL GEODETIC SURVEY
 EH1455.in August 1993.
 EH1455
 EH1455.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1455.GEOID18 height accuracy estimate available here.
 EH1455
 EH1455.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT600997(NAD 83)
 EH1455
 EH1455                          SUPERSEDED SURVEY CONTROL
 EH1455
 EH1455  NGVD 29 (11/26/84)   58.006  (m)          190.31   (f) ADJUSTED    2 0
 EH1455
 EH1455.Superseded values are not recommended for survey control.
 EH1455
 EH1455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1455.See file dsdata.pdf to determine how the superseded data were derived.
 EH1455
 EH1455_MARKER: DD = SURVEY DISK
 EH1455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1455_STAMPING: 52 W 1929
 EH1455_MARK LOGO: USGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0818 ***********************************************************************
 EJ0818  DESIGNATION -  523
 EJ0818  PID         -  EJ0818
 EJ0818  STATE/COUNTY-  AR/GARLAND
 EJ0818  COUNTRY     -  US
 EJ0818  USGS QUAD   -  FOUNTAIN LAKE (2017)
 EJ0818
 EJ0818                         *CURRENT SURVEY CONTROL
 EJ0818  ______________________________________________________________________
 EJ0818* NAD 83(1986) POSITION- 34 35 57.     (N) 092 57 07.     (W)   SCALED
 EJ0818* NAVD 88 ORTHO HEIGHT -   159.793 (meters)      524.25  (feet) ADJUSTED
 EJ0818  ______________________________________________________________________
 EJ0818  GEOID HEIGHT    -        -27.210 (meters)                     GEOID18
 EJ0818  DYNAMIC HEIGHT  -        159.637 (meters)      523.74  (feet) COMP
 EJ0818  MODELED GRAVITY -    979,655.0   (mgal)                       NAVD 88
 EJ0818
 EJ0818  VERT ORDER      -  SECOND    CLASS 0
 EJ0818
 EJ0818.The horizontal coordinates were scaled from a map and have
 EJ0818.an estimated accuracy of +/- 6 seconds.
 EJ0818
 EJ0818.The orthometric height was determined by differential leveling and
 EJ0818.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0818.in June 1991.
 EJ0818
 EJ0818.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0818.GEOID18 height accuracy estimate available here.
 EJ0818
 EJ0818.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU044285(NAD 83)
 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
 EJ0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0818.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0818
 EJ0818_MARKER: P = PIPE CAP
 EJ0818_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EJ0818_STAMPING: 523 FT
 EJ0818_MARK LOGO: USGS
 EJ0818_MAGNETIC: P = MARKER IS A STEEL PIPE
 EJ0818_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0818_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EJ0818+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2014
 EJ0818
 EJ0818  HISTORY     - Date     Condition        Report By
 EJ0818  HISTORY     - 1896     MONUMENTED       USGS
 EJ0818  HISTORY     - 1935     GOOD             USGS
 EJ0818  HISTORY     - 20110825 GOOD             BFENG
 EJ0818  HISTORY     - 20140213 GOOD             ARHD
 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.
 EJ0818
 EJ0818                          STATION RECOVERY (2011)
 EJ0818
 EJ0818'RECOVERY NOTE BY B AND F ENGINEERING 2011 (KDW)
 EJ0818'APPROXIMATELY ONE-HALF OF THE CAP IS BROKE OFF AND MISSING. THE PIPE
 EJ0818'IS SOLID, STRAIGHT AND THE OTHER HALF OF CAP IS FIRMLY IN PLACE. THE
 EJ0818'CENTER POINT STILL EXISTS ON THE CAP.
 EJ0818
 EJ0818                          STATION RECOVERY (2014)
 EJ0818
 EJ0818'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (BAB)
 EJ0818'HALF THE CAP IS MISSING, SHOULD STILL HAVE GOOD ELEVATION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0889 ***********************************************************************
 FG0889  DESIGNATION -  528.4
 FG0889  PID         -  FG0889
 FG0889  STATE/COUNTY-  AR/POPE
 FG0889  COUNTRY     -  US
 FG0889  USGS QUAD   -  TREAT (2017)
 FG0889
 FG0889                         *CURRENT SURVEY CONTROL
 FG0889  ______________________________________________________________________
 FG0889* NAD 83(1986) POSITION- 35 31 07.     (N) 093 12 19.     (W)   SCALED
 FG0889* NAVD 88 ORTHO HEIGHT -   191.675 (meters)      628.85  (feet) ADJUSTED
 FG0889  ______________________________________________________________________
 FG0889  GEOID HEIGHT    -        -28.786 (meters)                     GEOID18
 FG0889  DYNAMIC HEIGHT  -        191.491 (meters)      628.25  (feet) COMP
 FG0889  MODELED GRAVITY -    979,673.3   (mgal)                       NAVD 88
 FG0889
 FG0889  VERT ORDER      -  SECOND    CLASS 0
 FG0889
 FG0889.The horizontal coordinates were scaled from a map and have
 FG0889.an estimated accuracy of +/- 6 seconds.
 FG0889
 FG0889.The orthometric height was determined by differential leveling and
 FG0889.adjusted by the NATIONAL GEODETIC SURVEY
 FG0889.in June 1991.
 FG0889
 FG0889.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0889.GEOID18 height accuracy estimate available here.
 FG0889
 FG0889.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV813305(NAD 83)
 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
 FG0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0889.See file dsdata.pdf to determine how the superseded data were derived.
 FG0889
 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             CGS
 FG0889
 FG0889                          STATION DESCRIPTION
 FG0889
 FG0889'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DQ3518 ***********************************************************************
 DQ3518  DESIGNATION -  5300
 DQ3518  PID         -  DQ3518
 DQ3518  STATE/COUNTY-  AR/VAN BUREN
 DQ3518  COUNTRY     -  US
 DQ3518  USGS QUAD   -  CLINTON (2017)
 DQ3518
 DQ3518                         *CURRENT SURVEY CONTROL
 DQ3518  ______________________________________________________________________
 DQ3518* NAD 83(1986) POSITION- 35 35 16.91   (N) 092 27 08.78   (W)   HD_HELD1
 DQ3518* NAVD 88 ORTHO HEIGHT -   158.427 (meters)      519.77  (feet) ADJUSTED
 DQ3518  ______________________________________________________________________
 DQ3518  GEOID HEIGHT    -        -27.947 (meters)                     GEOID18
 DQ3518  DYNAMIC HEIGHT  -        158.283 (meters)      519.30  (feet) COMP
 DQ3518  MODELED GRAVITY -    979,725.0   (mgal)                       NAVD 88
 DQ3518
 DQ3518  VERT ORDER      -  SECOND    CLASS I
 DQ3518
 DQ3518.The horizontal coordinates were determined by differentially corrected
 DQ3518.hand held GPS observations or other comparable positioning techniques
 DQ3518.and have an estimated accuracy of +/- 3 meters.
 DQ3518
 DQ3518.The orthometric height was determined by differential leveling and
 DQ3518.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3518.in January 2017.
 DQ3518
 DQ3518.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3518.GEOID18 height accuracy estimate available here.
 DQ3518
 DQ3518.Click photographs - Photos may exist for this station.
 DQ3518
 DQ3518.The dynamic height is computed by dividing the NAVD 88
 DQ3518.geopotential number by the normal gravity value computed on the
 DQ3518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3518.degrees latitude (g = 980.6199 gals.).
 DQ3518
 DQ3518.The modeled gravity was interpolated from observed gravity values.
 DQ3518
 DQ3518;                    North         East    Units  Estimated Accuracy
 DQ3518;SPC AR N     -   139,292.2     358,998.1     MT  (+/- 3 meters HH1 GPS) 
 DQ3518
 DQ3518_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV4960638394(NAD 83)
 DQ3518
 DQ3518                          SUPERSEDED SURVEY CONTROL
 DQ3518
 DQ3518.No superseded survey control is available for this station.
 DQ3518
 DQ3518_MARKER: DD = SURVEY DISK
 DQ3518_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DQ3518_SP_SET: BRIDGE ABUTMENT
 DQ3518_STAMPING: 5300 2012
 DQ3518_MARK LOGO: USACE
 DQ3518_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3518_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ3518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3518+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2015
 DQ3518
 DQ3518  HISTORY     - Date     Condition        Report By
 DQ3518  HISTORY     - 2012     MONUMENTED       USACE
 DQ3518  HISTORY     - 20151003 GOOD             ARHD
 DQ3518
 DQ3518                          STATION DESCRIPTION
 DQ3518
 DQ3518'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 DQ3518'THE STATION IS LOCATED ABOUT 8.8 MI (14.2 KM) WEST-SOUTHWEST OF
 DQ3518'SHIRLEY, 8.5 MI (13.7 KM) SOUTH-SOUTHEAST OF BOTKINBURG AND IN THE
 DQ3518'TOWN OF CLINTON, AR.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ3518'
 DQ3518'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 95,
 DQ3518'GO NORTH ON HIGHWAY 65 FOR 1.91 MI (3.07 KM) TO THE STATION ON THE
 DQ3518'LEFT, IN THE SOUTHWEST CORNER OF THE BRIDGE ABUTMENT.
 DQ3518'
 DQ3518'IT IS 40 FT (12.2 M) SOUTH OF HIGHWAY 65 CENTERLINE AND 1 FT (0.3 M)
 DQ3518'SOUTH OF THE BRIDGE PARAPET WALL.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH2054 ***********************************************************************
 EH2054  DESIGNATION -  54
 EH2054  PID         -  EH2054
 EH2054  STATE/COUNTY-  AR/PRAIRIE
 EH2054  COUNTRY     -  US
 EH2054  USGS QUAD   -  HICKORY PLAINS (2017)
 EH2054
 EH2054                         *CURRENT SURVEY CONTROL
 EH2054  ______________________________________________________________________
 EH2054* NAD 83(1986) POSITION- 34 55 43.16   (N) 091 44 50.51   (W)   HD_HELD1
 EH2054* NAVD 88 ORTHO HEIGHT -    74.946 (meters)      245.89  (feet) ADJUSTED
 EH2054  ______________________________________________________________________
 EH2054  GEOID HEIGHT    -        -27.121 (meters)                     GEOID18
 EH2054  DYNAMIC HEIGHT  -         74.877 (meters)      245.66  (feet) COMP
 EH2054  MODELED GRAVITY -    979,707.3   (mgal)                       NAVD 88
 EH2054
 EH2054  VERT ORDER      -  FIRST     CLASS II
 EH2054
 EH2054.The horizontal coordinates were determined by differentially corrected
 EH2054.hand held GPS observations or other comparable positioning techniques
 EH2054.and have an estimated accuracy of +/- 3 meters.
 EH2054
 EH2054.The orthometric height was determined by differential leveling and
 EH2054.adjusted by the NATIONAL GEODETIC SURVEY
 EH2054.in June 1991.
 EH2054
 EH2054.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2054.GEOID18 height accuracy estimate available here.
 EH2054
 EH2054.Click photographs - Photos may exist for this station.
 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     -   650,923.4     423,083.6     MT  (+/- 3 meters HH1 GPS) 
 EH2054
 EH2054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU1440765847(NAD 83)
 EH2054
 EH2054                          SUPERSEDED SURVEY CONTROL
 EH2054
 EH2054  NGVD 29 (11/26/84)   74.952  (m)          245.91   (f) ADJUSTED    1 2
 EH2054
 EH2054.Superseded values are not recommended for survey control.
 EH2054
 EH2054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2054.See file dsdata.pdf to determine how the superseded data were derived.
 EH2054
 EH2054_MARKER: DD = SURVEY DISK
 EH2054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2054_STAMPING: TRAV STA 54
 EH2054_MARK LOGO: USACE
 EH2054_PROJECTION: FLUSH
 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       USACE
 EH2054  HISTORY     - 1967     GOOD             CGS
 EH2054  HISTORY     - 20030611 MARK NOT FOUND   USACE
 EH2054  HISTORY     - 20130725 MARK NOT FOUND   ARHD
 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.
 EH2054
 EH2054                          STATION RECOVERY (2013)
 EH2054
 EH2054'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (JDH)
 EH2054'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1027 ***********************************************************************
 FG1027  DESIGNATION -  542.9
 FG1027  PID         -  FG1027
 FG1027  STATE/COUNTY-  AR/POPE
 FG1027  COUNTRY     -  US
 FG1027  USGS QUAD   -  DOVER (2017)
 FG1027
 FG1027                         *CURRENT SURVEY CONTROL
 FG1027  ______________________________________________________________________
 FG1027* NAD 83(1986) POSITION- 35 26 59.     (N) 093 01 25.     (W)   SCALED
 FG1027* NAVD 88 ORTHO HEIGHT -   165.536 (meters)      543.10  (feet) ADJUSTED
 FG1027  ______________________________________________________________________
 FG1027  GEOID HEIGHT    -        -28.745 (meters)                     GEOID18
 FG1027  DYNAMIC HEIGHT  -        165.381 (meters)      542.59  (feet) COMP
 FG1027  MODELED GRAVITY -    979,696.4   (mgal)                       NAVD 88
 FG1027
 FG1027  VERT ORDER      -  SECOND    CLASS 0
 FG1027
 FG1027.The horizontal coordinates were scaled from a map and have
 FG1027.an estimated accuracy of +/- 6 seconds.
 FG1027
 FG1027.The orthometric height was determined by differential leveling and
 FG1027.adjusted by the NATIONAL GEODETIC SURVEY
 FG1027.in June 1991.
 FG1027
 FG1027.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1027.GEOID18 height accuracy estimate available here.
 FG1027
 FG1027.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV978229(NAD 83)
 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
 FG1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1027.See file dsdata.pdf to determine how the superseded data were derived.
 FG1027
 FG1027_MARKER: Q = CHISELED SQUARE
 FG1027_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FG1027_SP_SET: CULVERT HEADWALL
 FG1027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1027+STABILITY: SURFACE MOTION
 FG1027
 FG1027  HISTORY     - Date     Condition        Report By
 FG1027  HISTORY     - UNK      MONUMENTED       USGS
 FG1027  HISTORY     - 1935     GOOD             CGS
 FG1027
 FG1027                          STATION DESCRIPTION
 FG1027
 FG1027'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EK0128 ***********************************************************************
 EK0128  DESIGNATION -  544
 EK0128  PID         -  EK0128
 EK0128  STATE/COUNTY-  AR/SEVIER
 EK0128  COUNTRY     -  US
 EK0128  USGS QUAD   -  DE QUEEN (2017)
 EK0128
 EK0128                         *CURRENT SURVEY CONTROL
 EK0128  ______________________________________________________________________
 EK0128* NAD 83(1986) POSITION- 34 07 05.     (N) 094 19 32.     (W)   SCALED
 EK0128* NAVD 88 ORTHO HEIGHT -   165.825 (meters)      544.04  (feet) ADJUSTED
 EK0128  ______________________________________________________________________
 EK0128  GEOID HEIGHT    -        -28.085 (meters)                     GEOID18
 EK0128  DYNAMIC HEIGHT  -        165.657 (meters)      543.49  (feet) COMP
 EK0128  MODELED GRAVITY -    979,615.8   (mgal)                       NAVD 88
 EK0128
 EK0128  VERT ORDER      -  FIRST     CLASS II
 EK0128
 EK0128.The horizontal coordinates were scaled from a map and have
 EK0128.an estimated accuracy of +/- 6 seconds.
 EK0128
 EK0128.The orthometric height was determined by differential leveling and
 EK0128.adjusted by the NATIONAL GEODETIC SURVEY
 EK0128.in June 1991.
 EK0128
 EK0128.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0128.GEOID18 height accuracy estimate available here.
 EK0128
 EK0128.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT777760(NAD 83)
 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
 EK0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0128.See file dsdata.pdf to determine how the superseded data were derived.
 EK0128
 EK0128_MARKER: P = PIPE CAP
 EK0128_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EK0128_STAMPING: 544 1908
 EK0128_MARK LOGO: USGS
 EK0128_MAGNETIC: P = MARKER IS A STEEL PIPE
 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             CGS
 EK0128  HISTORY     - 1985     MARK NOT FOUND   NGS
 EK0128
 EK0128                          STATION DESCRIPTION
 EK0128
 EK0128'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0223 ***********************************************************************
 EJ0223  DESIGNATION -  55
 EJ0223  PID         -  EJ0223
 EJ0223  STATE/COUNTY-  AR/PULASKI
 EJ0223  COUNTRY     -  US
 EJ0223  USGS QUAD   -  LITTLE ROCK (2017)
 EJ0223
 EJ0223                         *CURRENT SURVEY CONTROL
 EJ0223  ______________________________________________________________________
 EJ0223* NAD 83(1986) POSITION- 34 44 31.     (N) 092 21 21.     (W)   SCALED
 EJ0223* NAVD 88 ORTHO HEIGHT -    95.424 (meters)      313.07  (feet) ADJUSTED
 EJ0223  ______________________________________________________________________
 EJ0223  GEOID HEIGHT    -        -26.650 (meters)                     GEOID18
 EJ0223  DYNAMIC HEIGHT  -         95.335 (meters)      312.78  (feet) COMP
 EJ0223  MODELED GRAVITY -    979,710.3   (mgal)                       NAVD 88
 EJ0223
 EJ0223  VERT ORDER      -  SECOND    CLASS 0
 EJ0223
 EJ0223.The horizontal coordinates were scaled from a map and have
 EJ0223.an estimated accuracy of +/- 6 seconds.
 EJ0223
 EJ0223.The orthometric height was determined by differential leveling and
 EJ0223.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0223.in June 1991.
 EJ0223
 EJ0223.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0223.GEOID18 height accuracy estimate available here.
 EJ0223
 EJ0223.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU589446(NAD 83)
 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
 EJ0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0223.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0223
 EJ0223_MARKER: DD = SURVEY DISK
 EJ0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0223_STAMPING: STA NO 55
 EJ0223_MARK LOGO: CGS+SS
 EJ0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0223+STABILITY: SURFACE MOTION
 EJ0223
 EJ0223  HISTORY     - Date     Condition        Report By
 EJ0223  HISTORY     - 1934     MONUMENTED       ARGS
 EJ0223  HISTORY     - 1935     GOOD             CGS
 EJ0223  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0223  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 EJ0223
 EJ0223                          STATION DESCRIPTION
 EJ0223
 EJ0223'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG1209 ***********************************************************************
 FG1209  DESIGNATION -  55
 FG1209  PID         -  FG1209
 FG1209  STATE/COUNTY-  AR/JOHNSON
 FG1209  COUNTRY     -  US
 FG1209  USGS QUAD   -  HARTMAN (2017)
 FG1209
 FG1209                         *CURRENT SURVEY CONTROL
 FG1209  ______________________________________________________________________
 FG1209* NAD 83(1986) POSITION- 35 25 48.     (N) 093 36 54.     (W)   SCALED
 FG1209* NAVD 88 ORTHO HEIGHT -   110.242 (meters)      361.69  (feet) ADJUSTED
 FG1209  ______________________________________________________________________
 FG1209  GEOID HEIGHT    -        -29.341 (meters)                     GEOID18
 FG1209  DYNAMIC HEIGHT  -        110.140 (meters)      361.35  (feet) COMP
 FG1209  MODELED GRAVITY -    979,704.9   (mgal)                       NAVD 88
 FG1209
 FG1209  VERT ORDER      -  FIRST     CLASS II
 FG1209
 FG1209.The horizontal coordinates were scaled from a map and have
 FG1209.an estimated accuracy of +/- 6 seconds.
 FG1209
 FG1209.The orthometric height was determined by differential leveling and
 FG1209.adjusted by the NATIONAL GEODETIC SURVEY
 FG1209.in June 1991.
 FG1209
 FG1209.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1209.GEOID18 height accuracy estimate available here.
 FG1209
 FG1209.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV441209(NAD 83)
 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
 FG1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1209.See file dsdata.pdf to determine how the superseded data were derived.
 FG1209
 FG1209_MARKER: DD = SURVEY DISK
 FG1209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1209_STAMPING: 55
 FG1209_MARK LOGO: USACE
 FG1209_PROJECTION: RECESSED
 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       USACE
 FG1209  HISTORY     - 1935     GOOD             CGS
 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 COAST AND GEODETIC SURVEY 1935
 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'IN HARTMAN, 0.2 KM (0.1 MI) SOUTH ALONG MAIN STREET FROM THE POST
 FG1209'OFFICE, ACROSS THE MISSOURI PACIFIC RAILROAD TRACKS, IT IS SET NEAR
 FG1209'THE NORTHEAST CORNER OF A 14 FEET BY 22 FEET BRICK BUILDING ON THE
 FG1209'WEST SIDE OF MAIN STREET, 21.49 METERS (72.0 FT) SOUTH OF THE SOUTH
 FG1209'RAIL, 16.91 METERS (55.5 FT) WEST OF THE CENTER OF MAIN STREET, AND
 FG1209'0.82 METER (2.7 FT) NORTH OF THE NORTHEAST CORNER OF THE BUILDING.  IT
 FG1209'IS 0.8 METERS WEST 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0100 ***********************************************************************
 EJ0100  DESIGNATION -  55 RM 1
 EJ0100  PID         -  EJ0100
 EJ0100  STATE/COUNTY-  AR/PULASKI
 EJ0100  COUNTRY     -  US
 EJ0100  USGS QUAD   -  WOODSON (2017)
 EJ0100
 EJ0100                         *CURRENT SURVEY CONTROL
 EJ0100  ______________________________________________________________________
 EJ0100* NAD 83(1986) POSITION- 34 36 02.     (N) 092 13 13.     (W)   SCALED
 EJ0100* NAVD 88 ORTHO HEIGHT -    78.405 (meters)      257.23  (feet) ADJUSTED
 EJ0100  ______________________________________________________________________
 EJ0100  GEOID HEIGHT    -        -26.441 (meters)                     GEOID18
 EJ0100  DYNAMIC HEIGHT  -         78.330 (meters)      256.99  (feet) COMP
 EJ0100  MODELED GRAVITY -    979,680.0   (mgal)                       NAVD 88
 EJ0100
 EJ0100  VERT ORDER      -  FIRST     CLASS II
 EJ0100
 EJ0100.The horizontal coordinates were scaled from a map and have
 EJ0100.an estimated accuracy of +/- 6 seconds.
 EJ0100
 EJ0100.The orthometric height was determined by differential leveling and
 EJ0100.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0100.in September 2023.
 EJ0100
 EJ0100.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0100.GEOID18 height accuracy estimate available here.
 EJ0100
 EJ0100.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU714290(NAD 83)
 EJ0100
 EJ0100                          SUPERSEDED SURVEY CONTROL
 EJ0100
 EJ0100  NAVD 88 (06/15/91)   78.411  (m)          257.25   (f) SUPERSEDED  1 2
 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
 EJ0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0100.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0100
 EJ0100_MARKER: DR = REFERENCE MARK DISK
 EJ0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0100_STAMPING: 55
 EJ0100_MARK LOGO: USACE
 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       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1655 ***********************************************************************
 FF1655  DESIGNATION -  55/3
 FF1655  PID         -  FF1655
 FF1655  STATE/COUNTY-  AR/MISSISSIPPI
 FF1655  COUNTRY     -  US
 FF1655  USGS QUAD   -  PECAN POINT (2017)
 FF1655
 FF1655                         *CURRENT SURVEY CONTROL
 FF1655  ______________________________________________________________________
 FF1655* NAD 83(1997) POSITION- 35 27 41.20697(N) 090 01 30.61956(W)   ADJUSTED
 FF1655* NAVD 88 ORTHO HEIGHT -    72.26  (+/-2cm)      237.1   (feet) VERTCON3
 FF1655  ______________________________________________________________________
 FF1655  GEOID HEIGHT    -        -27.495 (meters)                     GEOID18
 FF1655  LAPLACE CORR    -          1.42  (seconds)                    DEFLEC18
 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
 FF1655.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1655.GEOID18 height accuracy estimate available here.
 FF1655
 FF1655.The vertical order pertains to the NGVD 29 superseded value.
 FF1655
 FF1655.Click photographs - Photos may exist for this station.
 FF1655
 FF1655.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1655
 FF1655. The following values were computed from the NAD 83(1997) position.
 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  =   1.00049121
 FF1655!UTM  16      -   0.99999297  x   1.00052891  =   1.00052188
 FF1655
 FF1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6996528285(NAD 83)
 FF1655
 FF1655                          SUPERSEDED SURVEY CONTROL
 FF1655
 FF1655  NAD 83(1995)-  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
 FF1655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1655.See file dsdata.pdf to determine how the superseded data were derived.
 FF1655
 FF1655_MARKER: V = STONE MONUMENT
 FF1655_SETTING: 2 = IMBEDDED OR DRIVEN IN THE 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 = MARCH 20, 2026 22:17:28 EDT
 FG1023 ***********************************************************************
 FG1023  DESIGNATION -  555.7
 FG1023  PID         -  FG1023
 FG1023  STATE/COUNTY-  AR/POPE
 FG1023  COUNTRY     -  US
 FG1023  USGS QUAD   -  DOVER (2017)
 FG1023
 FG1023                         *CURRENT SURVEY CONTROL
 FG1023  ______________________________________________________________________
 FG1023* NAD 83(1986) POSITION- 35 26 20.     (N) 093 03 23.     (W)   SCALED
 FG1023* NAVD 88 ORTHO HEIGHT -   169.510 (meters)      556.13  (feet) ADJUSTED
 FG1023  ______________________________________________________________________
 FG1023  GEOID HEIGHT    -        -28.804 (meters)                     GEOID18
 FG1023  DYNAMIC HEIGHT  -        169.351 (meters)      555.61  (feet) COMP
 FG1023  MODELED GRAVITY -    979,693.0   (mgal)                       NAVD 88
 FG1023
 FG1023  VERT ORDER      -  SECOND    CLASS 0
 FG1023
 FG1023.The horizontal coordinates were scaled from a map and have
 FG1023.an estimated accuracy of +/- 6 seconds.
 FG1023
 FG1023.The orthometric height was determined by differential leveling and
 FG1023.adjusted by the NATIONAL GEODETIC SURVEY
 FG1023.in June 1991.
 FG1023
 FG1023.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1023.GEOID18 height accuracy estimate available here.
 FG1023
 FG1023.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV948217(NAD 83)
 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
 FG1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1023.See file dsdata.pdf to determine how the superseded data were derived.
 FG1023
 FG1023_MARKER: Q = CHISELED SQUARE
 FG1023_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FG1023_SP_SET: CULVERT HEADWALL
 FG1023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1023+STABILITY: SURFACE MOTION
 FG1023
 FG1023  HISTORY     - Date     Condition        Report By
 FG1023  HISTORY     - UNK      MONUMENTED       USGS
 FG1023  HISTORY     - 1935     GOOD             CGS
 FG1023
 FG1023                          STATION DESCRIPTION
 FG1023
 FG1023'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0221 ***********************************************************************
 EJ0221  DESIGNATION -  56
 EJ0221  PID         -  EJ0221
 EJ0221  STATE/COUNTY-  AR/PULASKI
 EJ0221  COUNTRY     -  US
 EJ0221  USGS QUAD   -  ALEXANDER (2017)
 EJ0221
 EJ0221                         *CURRENT SURVEY CONTROL
 EJ0221  ______________________________________________________________________
 EJ0221* NAD 83(1986) POSITION- 34 44 36.     (N) 092 24 27.     (W)   SCALED
 EJ0221* NAVD 88 ORTHO HEIGHT -   135.006 (meters)      442.93  (feet) ADJUSTED
 EJ0221  ______________________________________________________________________
 EJ0221  GEOID HEIGHT    -        -26.686 (meters)                     GEOID18
 EJ0221  DYNAMIC HEIGHT  -        134.881 (meters)      442.52  (feet) COMP
 EJ0221  MODELED GRAVITY -    979,706.8   (mgal)                       NAVD 88
 EJ0221
 EJ0221  VERT ORDER      -  SECOND    CLASS 0
 EJ0221
 EJ0221.The horizontal coordinates were scaled from a map and have
 EJ0221.an estimated accuracy of +/- 6 seconds.
 EJ0221
 EJ0221.The orthometric height was determined by differential leveling and
 EJ0221.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0221.in June 1991.
 EJ0221
 EJ0221.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0221.GEOID18 height accuracy estimate available here.
 EJ0221
 EJ0221.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU542447(NAD 83)
 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
 EJ0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0221.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0221
 EJ0221_MARKER: DD = SURVEY DISK
 EJ0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0221_STAMPING: STA NO 56
 EJ0221_MARK LOGO: CGS+SS
 EJ0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0221+STABILITY: SURFACE MOTION
 EJ0221
 EJ0221  HISTORY     - Date     Condition        Report By
 EJ0221  HISTORY     - 1934     MONUMENTED       ARGS
 EJ0221  HISTORY     - 1960     MARK NOT FOUND   CGS
 EJ0221
 EJ0221                          STATION DESCRIPTION
 EJ0221
 EJ0221'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0219 ***********************************************************************
 EJ0219  DESIGNATION -  57
 EJ0219  PID         -  EJ0219
 EJ0219  STATE/COUNTY-  AR/PULASKI
 EJ0219  COUNTRY     -  US
 EJ0219  USGS QUAD   -  PINNACLE MOUNTAIN (2017)
 EJ0219
 EJ0219                         *CURRENT SURVEY CONTROL
 EJ0219  ______________________________________________________________________
 EJ0219* NAD 83(1986) POSITION- 34 45 30.78   (N) 092 27 18.85   (W)   HD_HELD1
 EJ0219* NAVD 88 ORTHO HEIGHT -   150.929 (meters)      495.17  (feet) ADJUSTED
 EJ0219  ______________________________________________________________________
 EJ0219  GEOID HEIGHT    -        -26.788 (meters)                     GEOID18
 EJ0219  DYNAMIC HEIGHT  -        150.788 (meters)      494.71  (feet) COMP
 EJ0219  MODELED GRAVITY -    979,695.8   (mgal)                       NAVD 88
 EJ0219
 EJ0219  VERT ORDER      -  SECOND    CLASS 0
 EJ0219
 EJ0219.The horizontal coordinates were determined by differentially corrected
 EJ0219.hand held GPS observations or other comparable positioning techniques
 EJ0219.and have an estimated accuracy of +/- 3 meters.
 EJ0219
 EJ0219.The orthometric height was determined by differential leveling and
 EJ0219.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0219.in June 1991.
 EJ0219
 EJ0219.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0219.GEOID18 height accuracy estimate available here.
 EJ0219
 EJ0219.Click photographs - Photos may exist for this station.
 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     -   632,116.1     358,320.8     MT  (+/- 3 meters HH1 GPS) 
 EJ0219
 EJ0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU4985646402(NAD 83)
 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
 EJ0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0219.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0219
 EJ0219_MARKER: DD = SURVEY DISK
 EJ0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0219_STAMPING: 57 1934
 EJ0219_MARK LOGO: CGS+SS
 EJ0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0219+STABILITY: SURFACE MOTION
 EJ0219
 EJ0219  HISTORY     - Date     Condition        Report By
 EJ0219  HISTORY     - 1934     MONUMENTED       ARGS
 EJ0219  HISTORY     - 1940     GOOD             CGS
 EJ0219  HISTORY     - 1989     GOOD             USPSQD
 EJ0219
 EJ0219                          STATION DESCRIPTION
 EJ0219
 EJ0219'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FE1812 ***********************************************************************
 FE1812  DESIGNATION -  57/58
 FE1812  PID         -  FE1812
 FE1812  STATE/COUNTY-  AR/MISSISSIPPI
 FE1812  COUNTRY     -  US
 FE1812  USGS QUAD   -  ARMOREL (2017)
 FE1812
 FE1812                         *CURRENT SURVEY CONTROL
 FE1812  ______________________________________________________________________
 FE1812* NAD 83(1986) POSITION- 35 54 15.     (N) 089 45 53.     (W)   SCALED
 FE1812* NAVD 88 ORTHO HEIGHT -    78.261 (meters)      256.76  (feet) ADJUSTED
 FE1812  ______________________________________________________________________
 FE1812  GEOID HEIGHT    -        -28.024 (meters)                     GEOID18
 FE1812  DYNAMIC HEIGHT  -         78.195 (meters)      256.54  (feet) COMP
 FE1812  MODELED GRAVITY -    979,789.7   (mgal)                       NAVD 88
 FE1812
 FE1812  VERT ORDER      -  FIRST     CLASS II
 FE1812
 FE1812.The horizontal coordinates were scaled from a map and have
 FE1812.an estimated accuracy of +/- 6 seconds.
 FE1812
 FE1812.The orthometric height was determined by differential leveling and
 FE1812.adjusted by the NATIONAL GEODETIC SURVEY
 FE1812.in June 1991.
 FE1812
 FE1812.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE1812.GEOID18 height accuracy estimate available here.
 FE1812
 FE1812.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE504768(NAD 83)
 FE1812
 FE1812                          SUPERSEDED SURVEY CONTROL
 FE1812
 FE1812  NGVD 29 (11/26/84)   78.201  (m)          256.56   (f) ADJUSTED    1 2
 FE1812
 FE1812.Superseded values are not recommended for survey control.
 FE1812
 FE1812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1812.See file dsdata.pdf to determine how the superseded data were derived.
 FE1812
 FE1812_MARKER: P = PIPE CAP
 FE1812_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1812_STAMPING: BM 57/58
 FE1812_MARK LOGO: USACE
 FE1812_MAGNETIC: P = MARKER IS A STEEL PIPE
 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       USACE
 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, 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0562 ***********************************************************************
 EJ0562  DESIGNATION -  58
 EJ0562  PID         -  EJ0562
 EJ0562  STATE/COUNTY-  AR/GRANT
 EJ0562  COUNTRY     -  US
 EJ0562  USGS QUAD   -  PRAGUE (2017)
 EJ0562
 EJ0562                         *CURRENT SURVEY CONTROL
 EJ0562  ______________________________________________________________________
 EJ0562* NAD 83(1986) POSITION- 34 17 07.1    (N) 092 16 49.8    (W)   HD_HELD2
 EJ0562* NAVD 88 ORTHO HEIGHT -    96.103 (meters)      315.30  (feet) ADJUSTED
 EJ0562  ______________________________________________________________________
 EJ0562  GEOID HEIGHT    -        -26.016 (meters)                     GEOID18
 EJ0562  DYNAMIC HEIGHT  -         96.010 (meters)      314.99  (feet) COMP
 EJ0562  MODELED GRAVITY -    979,669.7   (mgal)                       NAVD 88
 EJ0562
 EJ0562  VERT ORDER      -  SECOND    CLASS 0
 EJ0562
 EJ0562.The horizontal coordinates were established by autonomous hand held GPS
 EJ0562.observations and have an estimated accuracy of +/- 10 meters.
 EJ0562
 EJ0562.The orthometric height was determined by differential leveling and
 EJ0562.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0562.in June 1991.
 EJ0562
 EJ0562.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0562.GEOID18 height accuracy estimate available here.
 EJ0562
 EJ0562.Click photographs - Photos may exist for this station.
 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     -   579,563.      374,175.      MT  (+/- 10 meters HH2 GPS)
 EJ0562
 EJ0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT6622194025(NAD 83)
 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
 EJ0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0562.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0562
 EJ0562_MARKER: DD = SURVEY DISK
 EJ0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0562_STAMPING: TRAV. STA. 58
 EJ0562_MARK LOGO: USACE
 EJ0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0562+STABILITY: SURFACE MOTION
 EJ0562_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EJ0562+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2008
 EJ0562
 EJ0562  HISTORY     - Date     Condition        Report By
 EJ0562  HISTORY     - UNK      MONUMENTED       USACE
 EJ0562  HISTORY     - 1937     GOOD             ARGS
 EJ0562  HISTORY     - 20080108 GOOD             ARHD
 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.
 EJ0562
 EJ0562                          STATION RECOVERY (2008)
 EJ0562
 EJ0562'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2008
 EJ0562'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1000 ***********************************************************************
 FG1000  DESIGNATION -  59
 FG1000  PID         -  FG1000
 FG1000  STATE/COUNTY-  AR/JOHNSON
 FG1000  COUNTRY     -  US
 FG1000  USGS QUAD   -  CLARKSVILLE (2017)
 FG1000
 FG1000                         *CURRENT SURVEY CONTROL
 FG1000  ______________________________________________________________________
 FG1000* NAD 83(1986) POSITION- 35 24 29.     (N) 093 23 02.     (W)   SCALED
 FG1000* NAVD 88 ORTHO HEIGHT -   116.822 (meters)      383.27  (feet) ADJUSTED
 FG1000  ______________________________________________________________________
 FG1000  GEOID HEIGHT    -        -29.265 (meters)                     GEOID18
 FG1000  DYNAMIC HEIGHT  -        116.713 (meters)      382.92  (feet) COMP
 FG1000  MODELED GRAVITY -    979,703.6   (mgal)                       NAVD 88
 FG1000
 FG1000  VERT ORDER      -  FIRST     CLASS II
 FG1000
 FG1000.The horizontal coordinates were scaled from a map and have
 FG1000.an estimated accuracy of +/- 6 seconds.
 FG1000
 FG1000.The orthometric height was determined by differential leveling and
 FG1000.adjusted by the NATIONAL GEODETIC SURVEY
 FG1000.in June 1991.
 FG1000
 FG1000.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1000.GEOID18 height accuracy estimate available here.
 FG1000
 FG1000.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV651183(NAD 83)
 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
 FG1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1000.See file dsdata.pdf to determine how the superseded data were derived.
 FG1000
 FG1000_MARKER: DD = SURVEY DISK
 FG1000_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 FG1000+WITH SETTING: PAVEMENT
 FG1000_SP_SET: BLOCK
 FG1000_MARK LOGO: USACE
 FG1000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1000+STABILITY: SURFACE MOTION
 FG1000
 FG1000  HISTORY     - Date     Condition        Report By
 FG1000  HISTORY     - UNK      MONUMENTED       USACE
 FG1000  HISTORY     - 1932     GOOD             CGS
 FG1000  HISTORY     - 1935     GOOD             CGS
 FG1000
 FG1000                          STATION DESCRIPTION
 FG1000
 FG1000'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1935
 FG1000'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FE2690 ***********************************************************************
 FE2690  DESIGNATION -  59/60
 FE2690  PID         -  FE2690
 FE2690  STATE/COUNTY-  AR/MISSISSIPPI
 FE2690  COUNTRY     -  US
 FE2690  USGS QUAD   -  ARMOREL (2017)
 FE2690
 FE2690                         *CURRENT SURVEY CONTROL
 FE2690  ______________________________________________________________________
 FE2690* NAD 83(1997) POSITION- 35 52 50.48832(N) 089 47 09.62320(W)   ADJUSTED
 FE2690* NAVD 88 ORTHO HEIGHT -    77.3   (meters)      254.    (feet) VERTCON3
 FE2690  ______________________________________________________________________
 FE2690  GEOID HEIGHT    -        -27.975 (meters)                     GEOID18
 FE2690  LAPLACE CORR    -          0.32  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE2690.GEOID18 height accuracy estimate available here.
 FE2690
 FE2690.Click photographs - Photos may exist for this station.
 FE2690
 FE2690.The Laplace correction was computed from DEFLEC18 derived deflections.
 FE2690
 FE2690. The following values were computed from the NAD 83(1997) position.
 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  =   1.00037177
 FE2690
 FE2690_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4849474300(NAD 83)
 FE2690
 FE2690                          SUPERSEDED SURVEY CONTROL
 FE2690
 FE2690  NAD 83(1995)-  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
 FE2690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2690.See file dsdata.pdf to determine how the superseded data were derived.
 FE2690
 FE2690_MARKER: P = PIPE CAP
 FE2690_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE2690_STAMPING: B.M. 59/60
 FE2690_MARK LOGO: USACE
 FE2690_MAGNETIC: P = MARKER IS A STEEL PIPE
 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       USACE
 FE2690  HISTORY     - 1955     GOOD             USACE
 FE2690  HISTORY     - 19901109 SEE DESCRIPTION  NGS
 FE2690
 FE2690                          STATION DESCRIPTION
 FE2690
 FE2690'DESCRIBED BY US ARMY CORPS OF 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 = MARCH 20, 2026 22:17:28 EDT
 FG0571 ***********************************************************************
 FG0571  DESIGNATION -  596.6
 FG0571  PID         -  FG0571
 FG0571  STATE/COUNTY-  AR/POPE
 FG0571  COUNTRY     -  US
 FG0571  USGS QUAD   -  SOLO (2017)
 FG0571
 FG0571                         *CURRENT SURVEY CONTROL
 FG0571  ______________________________________________________________________
 FG0571* NAD 83(1986) POSITION- 35 30 01.     (N) 092 58 16.     (W)   SCALED
 FG0571* NAVD 88 ORTHO HEIGHT -   173.741 (meters)      570.02  (feet) ADJUSTED
 FG0571  ______________________________________________________________________
 FG0571  GEOID HEIGHT    -        -28.579 (meters)                     GEOID18
 FG0571  DYNAMIC HEIGHT  -        173.579 (meters)      569.48  (feet) COMP
 FG0571  MODELED GRAVITY -    979,697.1   (mgal)                       NAVD 88
 FG0571
 FG0571  VERT ORDER      -  SECOND    CLASS 0
 FG0571
 FG0571.The horizontal coordinates were scaled from a map and have
 FG0571.an estimated accuracy of +/- 6 seconds.
 FG0571
 FG0571.The orthometric height was determined by differential leveling and
 FG0571.adjusted by the NATIONAL GEODETIC SURVEY
 FG0571.in June 1991.
 FG0571
 FG0571.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0571.GEOID18 height accuracy estimate available here.
 FG0571
 FG0571.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV026285(NAD 83)
 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
 FG0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0571.See file dsdata.pdf to determine how the superseded data were derived.
 FG0571
 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             CGS
 FG0571  HISTORY     - 20160609 MARK NOT FOUND   ARHD
 FG0571
 FG0571                          STATION DESCRIPTION
 FG0571
 FG0571'DESCRIBED BY COAST AND 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.
 FG0571
 FG0571                          STATION RECOVERY (2016)
 FG0571
 FG0571'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (BAB)
 FG0571'THERE IS A NEW BRIDGE HERE THAT WAS BUILT IN 1986.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1423 ***********************************************************************
 FF1423  DESIGNATION -  6 C
 FF1423  PID         -  FF1423
 FF1423  STATE/COUNTY-  AR/WHITE
 FF1423  COUNTRY     -  US
 FF1423  USGS QUAD   -  FLOYD (2017)
 FF1423
 FF1423                         *CURRENT SURVEY CONTROL
 FF1423  ______________________________________________________________________
 FF1423* NAD 83(1997) POSITION- 35 08 39.54221(N) 091 53 54.74709(W)   ADJUSTED
 FF1423* NAVD 88 ORTHO HEIGHT -    99.194 (meters)      325.44  (feet) ADJUSTED
 FF1423  ______________________________________________________________________
 FF1423  GEOID HEIGHT    -        -27.382 (meters)                     GEOID18
 FF1423  LAPLACE CORR    -          0.75  (seconds)                    DEFLEC18
 FF1423  DYNAMIC HEIGHT  -         99.103 (meters)      325.14  (feet) COMP
 FF1423  MODELED GRAVITY -    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 and
 FF1423.adjusted by the NATIONAL GEODETIC SURVEY
 FF1423.in June 1991.
 FF1423
 FF1423.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1423.GEOID18 height accuracy estimate available here.
 FF1423
 FF1423.Click photographs - Photos may exist for this station.
 FF1423
 FF1423.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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     -   0.99998873  x   0.99996522  =   0.99995395
 FF1423!UTM  15      -   0.99998873  x   0.99972407  =   0.99971280
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU0033589602(NAD 83)
 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 (11/26/84)   99.170  (m)          325.36   (f) ADJUSTED    2 0
 FF1423
 FF1423.Superseded values are not recommended for survey control.
 FF1423
 FF1423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1423.See file dsdata.pdf to determine how the superseded data were derived.
 FF1423
 FF1423_MARKER: DD = SURVEY DISK
 FF1423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1423_STAMPING: 6 C
 FF1423_PROJECTION: PROJECTING 152 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1314 ***********************************************************************
 EH1314  DESIGNATION -  6 W
 EH1314  PID         -  EH1314
 EH1314  STATE/COUNTY-  AR/ARKANSAS
 EH1314  COUNTRY     -  US
 EH1314  USGS QUAD   -  GILLETT (2017)
 EH1314
 EH1314                         *CURRENT SURVEY CONTROL
 EH1314  ______________________________________________________________________
 EH1314* NAD 83(1986) POSITION- 34 06 54.     (N) 091 22 58.     (W)   SCALED
 EH1314* NAVD 88 ORTHO HEIGHT -    56.803 (meters)      186.36  (feet) ADJUSTED
 EH1314  ______________________________________________________________________
 EH1314  GEOID HEIGHT    -        -26.202 (meters)                     GEOID18
 EH1314  DYNAMIC HEIGHT  -         56.747 (meters)      186.18  (feet) COMP
 EH1314  MODELED GRAVITY -    979,656.1   (mgal)                       NAVD 88
 EH1314
 EH1314  VERT ORDER      -  FIRST     CLASS II
 EH1314
 EH1314.The horizontal coordinates were scaled from a map and have
 EH1314.an estimated accuracy of +/- 6 seconds.
 EH1314
 EH1314.The orthometric height was determined by differential leveling and
 EH1314.adjusted by the NATIONAL GEODETIC SURVEY
 EH1314.in August 1993.
 EH1314
 EH1314.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1314.GEOID18 height accuracy estimate available here.
 EH1314
 EH1314.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT491760(NAD 83)
 EH1314
 EH1314                          SUPERSEDED SURVEY CONTROL
 EH1314
 EH1314  NAVD 88 (06/15/91)   56.800  (m)          186.35   (f) SUPERSEDED  1 2
 EH1314  NGVD 29 (11/26/84)   56.931  (m)          186.78   (f) ADJUSTED    1 2
 EH1314
 EH1314.Superseded values are not recommended for survey control.
 EH1314
 EH1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1314.See file dsdata.pdf to determine how the superseded data were derived.
 EH1314
 EH1314_MARKER: DD = SURVEY DISK
 EH1314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1314_STAMPING: 6 W 1928
 EH1314_MARK LOGO: USGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1765 ***********************************************************************
 EH1765  DESIGNATION -  6/7
 EH1765  PID         -  EH1765
 EH1765  STATE/COUNTY-  AR/JEFFERSON
 EH1765  COUNTRY     -  US
 EH1765  USGS QUAD   -  ROB ROY (2017)
 EH1765
 EH1765                         *CURRENT SURVEY CONTROL
 EH1765  ______________________________________________________________________
 EH1765* NAD 83(1986) POSITION- 34 17 43.     (N) 091 54 31.     (W)   SCALED
 EH1765* NAVD 88 ORTHO HEIGHT -    63.586 (meters)      208.62  (feet) ADJUSTED
 EH1765  ______________________________________________________________________
 EH1765  GEOID HEIGHT    -        -26.076 (meters)                     GEOID18
 EH1765  DYNAMIC HEIGHT  -         63.525 (meters)      208.41  (feet) COMP
 EH1765  MODELED GRAVITY -    979,670.0   (mgal)                       NAVD 88
 EH1765
 EH1765  VERT ORDER      -  SECOND    CLASS 0
 EH1765
 EH1765.The horizontal coordinates were scaled from a map and have
 EH1765.an estimated accuracy of +/- 6 seconds.
 EH1765
 EH1765.The orthometric height was determined by differential leveling and
 EH1765.adjusted by the NATIONAL GEODETIC SURVEY
 EH1765.in June 1991.
 EH1765
 EH1765.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1765.GEOID18 height accuracy estimate available here.
 EH1765
 EH1765.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT004954(NAD 83)
 EH1765
 EH1765                          SUPERSEDED SURVEY CONTROL
 EH1765
 EH1765  NGVD 29 (11/26/84)   63.617  (m)          208.72   (f) ADJUSTED    2 0
 EH1765
 EH1765.Superseded values are not recommended for survey control.
 EH1765
 EH1765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1765.See file dsdata.pdf to determine how the superseded data were derived.
 EH1765
 EH1765_MARKER: P = PIPE CAP
 EH1765_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1765_STAMPING: B M 6/7
 EH1765_MARK LOGO: USACE
 EH1765_MAGNETIC: P = MARKER IS A STEEL PIPE
 EH1765_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1765
 EH1765  HISTORY     - Date     Condition        Report By
 EH1765  HISTORY     - UNK      MONUMENTED       USACE
 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 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0907 ***********************************************************************
 EJ0907  DESIGNATION -  60
 EJ0907  PID         -  EJ0907
 EJ0907  STATE/COUNTY-  AR/PULASKI
 EJ0907  COUNTRY     -  US
 EJ0907  USGS QUAD   -  ALEXANDER (2017)
 EJ0907
 EJ0907                         *CURRENT SURVEY CONTROL
 EJ0907  ______________________________________________________________________
 EJ0907* NAD 83(1986) POSITION- 34 42 59.     (N) 092 29 23.     (W)   SCALED
 EJ0907* NAVD 88 ORTHO HEIGHT -   145.203 (meters)      476.39  (feet) ADJUSTED
 EJ0907  ______________________________________________________________________
 EJ0907  GEOID HEIGHT    -        -26.701 (meters)                     GEOID18
 EJ0907  DYNAMIC HEIGHT  -        145.066 (meters)      475.94  (feet) COMP
 EJ0907  MODELED GRAVITY -    979,691.1   (mgal)                       NAVD 88
 EJ0907
 EJ0907  VERT ORDER      -  SECOND    CLASS 0
 EJ0907
 EJ0907.The horizontal coordinates were scaled from a map and have
 EJ0907.an estimated accuracy of +/- 6 seconds.
 EJ0907
 EJ0907.The orthometric height was determined by differential leveling and
 EJ0907.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0907.in June 1991.
 EJ0907
 EJ0907.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0907.GEOID18 height accuracy estimate available here.
 EJ0907
 EJ0907.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU467417(NAD 83)
 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
 EJ0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0907.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0907
 EJ0907_MARKER: DB = BENCH MARK DISK
 EJ0907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0907_STAMPING: STA NO 60 1934
 EJ0907_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 DK2101 ***********************************************************************
 DK2101  DESIGNATION -  60 JEK
 DK2101  PID         -  DK2101
 DK2101  STATE/COUNTY-  AR/DREW
 DK2101  COUNTRY     -  US
 DK2101  USGS QUAD   -  MONTICELLO SOUTH (2017)
 DK2101
 DK2101                         *CURRENT SURVEY CONTROL
 DK2101  ______________________________________________________________________
 DK2101* NAD 83(1997) POSITION- 33 32 39.88544(N) 091 46 03.10346(W)   ADJUSTED
 DK2101* NAVD 88 ORTHO HEIGHT -    90.7   (meters)      298.    (feet) VERTCON3
 DK2101  ______________________________________________________________________
 DK2101  GEOID HEIGHT    -        -25.744 (meters)                     GEOID18
 DK2101  LAPLACE CORR    -         -0.01  (seconds)                    DEFLEC18
 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
 DK2101.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK2101.GEOID18 height accuracy estimate available here.
 DK2101
 DK2101.The vertical order pertains to the NGVD 29 superseded value.
 DK2101
 DK2101.Click photographs - Photos may exist for this station.
 DK2101
 DK2101.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK2101
 DK2101. The following values were computed from the NAD 83(1997) position.
 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     -   0.99998980  x   0.99995480  =   0.99994460
 DK2101!UTM  15      -   0.99998980  x   0.99976141  =   0.99975121
 DK2101
 DK2101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT1442312323(NAD 83)
 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
 DK2101.Superseded values are not recommended for survey control.
 DK2101
 DK2101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2101.See file dsdata.pdf to determine how the superseded data were derived.
 DK2101
 DK2101_MARKER: DS = TRIANGULATION STATION DISK
 DK2101_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DK2101_STAMPING: 60 JEK 1959 298 FT
 DK2101_MARK LOGO: USGS
 DK2101_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK2101
 DK2101  HISTORY     - Date     Condition        Report By
 DK2101  HISTORY     - 1959     MONUMENTED       USGS
 DK2101  HISTORY     - 20031110 GOOD             INDIV
 DK2101  HISTORY     - 20070918 MARK NOT FOUND   ARHD
 DK2101  HISTORY     - 20111129 GOOD             UARM
 DK2101  HISTORY     - 20160804 POOR             GEOCAC
 DK2101
 DK2101                          STATION DESCRIPTION
 DK2101
 DK2101'DESCRIBED BY US GEOLOGICAL SURVEY 1959 (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 ROAD
 DK2101'LEFT AT HIGGINS STORE, TURN LEFT AND FOLLOW GRAVELED ROAD EAST AND
 DK2101'SOUTHEAST FOR 2.8 MILES TO FORK AT UNION RIDGE CEMETERY ON THE LEFT.
 DK2101'TAKE THE LEFT FORK AND GO NORTHERLY FOR 2.3 MILES TO AZIMUTH MARK ON
 DK2101'THE RIGHT, CONTINUE NORTH ON GRAVELED ROAD FOR 0.1 MILE TO BENCH MARK
 DK2101'ON THE RIGHT.
 DK2101'
 DK2101'BENCH MARK, 60 JEK (USGS) 1959, IS 32 FEET WEST OF THE APPROXIMATE
 DK2101'CENTER OF GRAVELED ROAD, 2-1/2 FEET SOUTHEAST OF UTILITY POLE AND
 DK2101'1-1/2 FEET EAST OF FENCELINE.  IT IS MARKED BY A STANDARD DISK SET IN
 DK2101'A 5X5 INCH CONCRETE MONUMENT THAT PROJECTS 8 INCHES ABOVE THE SURFACE
 DK2101'OF THE GROUND.  THE DISK 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.
 DK2101
 DK2101                          STATION RECOVERY (2007)
 DK2101
 DK2101'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2007 (VJB)
 DK2101'MARK NOT FOUND.
 DK2101
 DK2101                          STATION RECOVERY (2011)
 DK2101
 DK2101'RECOVERY NOTE BY UNIVERSITY OF ARKANSAS MONTICELLO 2011 (DLW)
 DK2101'TO REACH THE MONUMENT FROM THE MAIN ENTRANCE INTO THE UNIVERSITY OF
 DK2101'ARKANSAS AT MONTICELLO AT THE US HIGHWAY 425 AND STATE HIGHWAY 83 WEST
 DK2101'(UNIVERSITY AVENUE) INTERSECTION, TAKE HWY 425 SOUTH FOR 0.7 MILES TO
 DK2101'WILSON MILL (SAWMILL) ROAD THEN EAST ALONG WILSON MILL ROAD FOR 1.1
 DK2101'MILES TO MIDWAY ROUTE, THENCE SOUTH ALONG MIDWAY ROUTE FOR
 DK2101'APPROXIMATELY 2.8 MILES.
 DK2101'
 DK2101'THE BENCH MARK, 60 JEK 1959, IS ACROSS THE ROAD FROM A DRIVEWAY AND IS
 DK2101'35 FEET WEST-SOUTHWEST OF THE CENTER OF THE PAVED ROAD, 3 FEET S10E OF
 DK2101'THE LAST UTILITY POLE, 1 FOOT WEST OF A PARTIALLY DOWNED BARBED WIRE
 DK2101'FENCE, AND 18 FEET DUE NORTH OF A 6  DIA PINE TREE.  THE BENCH MARK IS
 DK2101'A STANDARD DISK SET INTO A 6  BY 6  CONCRETE POST THAT PROJECTS 11
 DK2101'INCHES ABOVE THE SURFACE OF THE GROUND.  THE DISK IS STAMPED  60 JEK
 DK2101'1959 298 FEET.
 DK2101
 DK2101                          STATION RECOVERY (2016)
 DK2101
 DK2101'RECOVERY NOTE BY GEOCACHING 2016 (JCD)
 DK2101'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK1155 ***********************************************************************
 DK1155  DESIGNATION -  60 M BOLT
 DK1155  PID         -  DK1155
 DK1155  STATE/COUNTY-  AR/CHICOT
 DK1155  COUNTRY     -  US
 DK1155  USGS QUAD   -  READLAND (2017)
 DK1155
 DK1155                         *CURRENT SURVEY CONTROL
 DK1155  ______________________________________________________________________
 DK1155* NAD 83(1986) POSITION- 33 01 27.     (N) 091 11 33.     (W)   SCALED
 DK1155* NAVD 88 ORTHO HEIGHT -    33.87  (+/-2cm)      111.1   (feet) VERTCON3
 DK1155  ______________________________________________________________________
 DK1155  GEOID HEIGHT    -        -26.202 (meters)                     GEOID18
 DK1155  VERT ORDER      -  ? (See Below)
 DK1155
 DK1155.The horizontal coordinates were scaled from a 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
 DK1155.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1155.GEOID18 height accuracy estimate available here.
 DK1155
 DK1155.The vertical order pertains to the NGVD 29 superseded value.
 DK1155
 DK1155.Click photographs - Photos may exist for this station.
 DK1155
 DK1155;                    North         East    Units  Estimated Accuracy
 DK1155;SPC AR S     -   439,950.      475,450.      MT  (+/- 180 meters Scaled)
 DK1155
 DK1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS688554(NAD 83)
 DK1155
 DK1155                          SUPERSEDED SURVEY CONTROL
 DK1155
 DK1155  NGVD 29 (11/26/84)   33.921  (m)          111.29   (f) ADJUSTED       
 DK1155
 DK1155.Superseded values are not recommended for survey control.
 DK1155
 DK1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1155.See file dsdata.pdf to determine how the superseded data were derived.
 DK1155
 DK1155_MARKER: B = BOLT
 DK1155_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK1155_SP_SET: UNDERGROUND STONE
 DK1155_PROJECTION: RECESSED 91 CENTIMETERS
 DK1155_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1155
 DK1155  HISTORY     - Date     Condition        Report By
 DK1155  HISTORY     - UNK      MONUMENTED       USACE
 DK1155  HISTORY     - 1968     POOR             USGS
 DK1155
 DK1155                          STATION DESCRIPTION
 DK1155
 DK1155'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 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 = MARCH 20, 2026 22:17:28 EDT
 DQ3597 ***********************************************************************
 DQ3597  DESIGNATION -  6000
 DQ3597  PID         -  DQ3597
 DQ3597  STATE/COUNTY-  AR/SEARCY
 DQ3597  COUNTRY     -  US
 DQ3597  USGS QUAD   -  MARSHALL (2017)
 DQ3597
 DQ3597                         *CURRENT SURVEY CONTROL
 DQ3597  ______________________________________________________________________
 DQ3597* NAD 83(1986) POSITION- 35 59 05.20   (N) 092 44 58.96   (W)   HD_HELD1
 DQ3597* NAVD 88 ORTHO HEIGHT -   189.359 (meters)      621.26  (feet) ADJUSTED
 DQ3597  ______________________________________________________________________
 DQ3597  GEOID HEIGHT    -        -28.311 (meters)                     GEOID18
 DQ3597  DYNAMIC HEIGHT  -        189.188 (meters)      620.69  (feet) COMP
 DQ3597  MODELED GRAVITY -    979,730.1   (mgal)                       NAVD 88
 DQ3597
 DQ3597  VERT ORDER      -  SECOND    CLASS I
 DQ3597
 DQ3597.The horizontal coordinates were determined by differentially corrected
 DQ3597.hand held GPS observations or other comparable positioning techniques
 DQ3597.and have an estimated accuracy of +/- 3 meters.
 DQ3597
 DQ3597.The orthometric height was determined by differential leveling and
 DQ3597.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3597.in January 2017.
 DQ3597
 DQ3597.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3597.GEOID18 height accuracy estimate available here.
 DQ3597
 DQ3597.Click photographs - Photos may exist for this station.
 DQ3597
 DQ3597.The dynamic height is computed by dividing the NAVD 88
 DQ3597.geopotential number by the normal gravity value computed on the
 DQ3597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3597.degrees latitude (g = 980.6199 gals.).
 DQ3597
 DQ3597.The modeled gravity was interpolated from observed gravity values.
 DQ3597
 DQ3597;                    North         East    Units  Estimated Accuracy
 DQ3597;SPC AR N     -   183,474.0     332,393.6     MT  (+/- 3 meters HH1 GPS) 
 DQ3597
 DQ3597_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV2256282289(NAD 83)
 DQ3597
 DQ3597                          SUPERSEDED SURVEY CONTROL
 DQ3597
 DQ3597.No superseded survey control is available for this station.
 DQ3597
 DQ3597_MARKER: DB = BENCH MARK DISK
 DQ3597_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DQ3597_SP_SET: BRIDGE PARAPET WALL
 DQ3597_STAMPING: 6000 2012
 DQ3597_MARK LOGO: USGS
 DQ3597_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3597_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ3597
 DQ3597  HISTORY     - Date     Condition        Report By
 DQ3597  HISTORY     - 2012     MONUMENTED       USGS
 DQ3597  HISTORY     - 20160304 GOOD             ARHD
 DQ3597
 DQ3597                          STATION DESCRIPTION
 DQ3597
 DQ3597'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 DQ3597'THE STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) SOUTHWEST OF MAUMEE, 6.7
 DQ3597'MI (10.8 KM) NORTHEAST OF SNOWBALL AND 4.4 MI (7.1 KM) SOUTHEAST OF
 DQ3597'SAINT JOE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ3597'
 DQ3597'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 333,
 DQ3597'GO SOUTH ON HIGHWAY 65 FOR 1.3 MI (2.1 KM) TO THE STATION ON THE
 DQ3597'RIGHT, IN THE NORTHWEST CORNER OF THE BRIDGE PARAPET WALL.
 DQ3597'
 DQ3597'IT IS 201 FT (61.3 M) SOUTH OF THE NORTH END OF THE GUARDRAIL AND 22
 DQ3597'FT (6.7 M) WEST OF HIGHWAY 65 CENTERLINE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1300 ***********************************************************************
 EJ1300  DESIGNATION -  607 HS
 EJ1300  PID         -  EJ1300
 EJ1300  STATE/COUNTY-  AR/GARLAND
 EJ1300  COUNTRY     -  US
 EJ1300  USGS QUAD   -  HOT SPRINGS NORTH (2017)
 EJ1300
 EJ1300                         *CURRENT SURVEY CONTROL
 EJ1300  ______________________________________________________________________
 EJ1300* NAD 83(1986) POSITION- 34 30 50.27   (N) 093 03 12.96   (W)   HD_HELD1
 EJ1300* NAVD 88 ORTHO HEIGHT -   185.591 (meters)      608.89  (feet) ADJUSTED
 EJ1300  ______________________________________________________________________
 EJ1300  GEOID HEIGHT    -        -27.232 (meters)                     GEOID18
 EJ1300  DYNAMIC HEIGHT  -        185.409 (meters)      608.30  (feet) COMP
 EJ1300  MODELED GRAVITY -    979,646.9   (mgal)                       NAVD 88
 EJ1300
 EJ1300  VERT ORDER      -  SECOND    CLASS 0
 EJ1300
 EJ1300.The horizontal coordinates were determined by differentially corrected
 EJ1300.hand held GPS observations or other comparable positioning techniques
 EJ1300.and have an estimated accuracy of +/- 3 meters.
 EJ1300
 EJ1300.The orthometric height was determined by differential leveling and
 EJ1300.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1300.in June 1991.
 EJ1300
 EJ1300.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1300.GEOID18 height accuracy estimate available here.
 EJ1300
 EJ1300.Click photographs - Photos may exist for this station.
 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     -   605,389.1     303,259.7     MT  (+/- 3 meters HH1 GPS) 
 EJ1300
 EJ1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU9508019146(NAD 83)
 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
 EJ1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1300.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1300
 EJ1300_MARKER: DB = BENCH MARK DISK
 EJ1300_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 EJ1300+WITH SETTING: PAVEMENT
 EJ1300_SP_SET: BASE
 EJ1300_STAMPING: 607
 EJ1300_MARK LOGO: USGS
 EJ1300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1300+STABILITY: SURFACE MOTION
 EJ1300_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EJ1300+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2014
 EJ1300
 EJ1300  HISTORY     - Date     Condition        Report By
 EJ1300  HISTORY     - 1896     MONUMENTED       USGS
 EJ1300  HISTORY     - 1935     GOOD             CGS
 EJ1300  HISTORY     - 20100530 GOOD             GEOCAC
 EJ1300  HISTORY     - 20110825 GOOD             BFENG
 EJ1300  HISTORY     - 20140213 GOOD             ARHD
 EJ1300
 EJ1300                          STATION DESCRIPTION
 EJ1300
 EJ1300'DESCRIBED BY COAST AND 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.
 EJ1300
 EJ1300                          STATION RECOVERY (2010)
 EJ1300
 EJ1300'RECOVERY NOTE BY GEOCACHING 2010 (LPC)
 EJ1300'RECOVERED IN GOOD CONDITION.
 EJ1300
 EJ1300                          STATION RECOVERY (2011)
 EJ1300
 EJ1300'RECOVERY NOTE BY B AND F ENGINEERING 2011 (KDW)
 EJ1300'RECOVERED IN GOOD CONDITION.
 EJ1300
 EJ1300                          STATION RECOVERY (2014)
 EJ1300
 EJ1300'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (BAB)
 EJ1300'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK1154 ***********************************************************************
 DK1154  DESIGNATION -  61 M BOLT
 DK1154  PID         -  DK1154
 DK1154  STATE/COUNTY-  AR/CHICOT
 DK1154  COUNTRY     -  US
 DK1154  USGS QUAD   -  READLAND (2017)
 DK1154
 DK1154                         *CURRENT SURVEY CONTROL
 DK1154  ______________________________________________________________________
 DK1154* NAD 83(1986) POSITION- 33 01 33.     (N) 091 11 33.     (W)   SCALED
 DK1154* NAVD 88 ORTHO HEIGHT -    33.87  (+/-2cm)      111.1   (feet) VERTCON3
 DK1154  ______________________________________________________________________
 DK1154  GEOID HEIGHT    -        -26.200 (meters)                     GEOID18
 DK1154  VERT ORDER      -  ? (See Below)
 DK1154
 DK1154.The horizontal coordinates were scaled from a 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
 DK1154.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1154.GEOID18 height accuracy estimate available here.
 DK1154
 DK1154.The vertical order pertains to the NGVD 29 superseded value.
 DK1154
 DK1154.Click photographs - Photos may exist for this station.
 DK1154
 DK1154;                    North         East    Units  Estimated Accuracy
 DK1154;SPC AR S     -   440,140.      475,450.      MT  (+/- 180 meters Scaled)
 DK1154
 DK1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS688556(NAD 83)
 DK1154
 DK1154                          SUPERSEDED SURVEY CONTROL
 DK1154
 DK1154  NGVD 29 (11/26/84)   33.923  (m)          111.30   (f) ADJUSTED       
 DK1154
 DK1154.Superseded values are not recommended for survey control.
 DK1154
 DK1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1154.See file dsdata.pdf to determine how the superseded data were derived.
 DK1154
 DK1154_MARKER: B = BOLT
 DK1154_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK1154_SP_SET: UNDERGROUND STONE
 DK1154_PROJECTION: RECESSED 91 CENTIMETERS
 DK1154_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1154
 DK1154  HISTORY     - Date     Condition        Report By
 DK1154  HISTORY     - UNK      MONUMENTED       USACE
 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.  T19S,
 DK1154'R1W, 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 = MARCH 20, 2026 22:17:28 EDT
 DK1153 ***********************************************************************
 DK1153  DESIGNATION -  61 M CAP
 DK1153  PID         -  DK1153
 DK1153  STATE/COUNTY-  AR/CHICOT
 DK1153  COUNTRY     -  US
 DK1153  USGS QUAD   -  READLAND (2017)
 DK1153
 DK1153                         *CURRENT SURVEY CONTROL
 DK1153  ______________________________________________________________________
 DK1153* NAD 83(1986) POSITION- 33 01 33.     (N) 091 11 33.     (W)   SCALED
 DK1153* NAVD 88 ORTHO HEIGHT -    35.09  (+/-2cm)      115.1   (feet) VERTCON3
 DK1153  ______________________________________________________________________
 DK1153  GEOID HEIGHT    -        -26.200 (meters)                     GEOID18
 DK1153  VERT ORDER      -  ? (See Below)
 DK1153
 DK1153.The horizontal coordinates were scaled from a 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
 DK1153.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1153.GEOID18 height accuracy estimate available here.
 DK1153
 DK1153.The vertical order pertains to the NGVD 29 superseded value.
 DK1153
 DK1153.Click photographs - Photos may exist for this station.
 DK1153
 DK1153;                    North         East    Units  Estimated Accuracy
 DK1153;SPC AR S     -   440,140.      475,450.      MT  (+/- 180 meters Scaled)
 DK1153
 DK1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS688556(NAD 83)
 DK1153
 DK1153                          SUPERSEDED SURVEY CONTROL
 DK1153
 DK1153  NGVD 29 (11/26/84)   35.141  (m)          115.29   (f) ADJUSTED       
 DK1153
 DK1153.Superseded values are not recommended for survey control.
 DK1153
 DK1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1153.See file dsdata.pdf to determine how the superseded data were derived.
 DK1153
 DK1153_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1153_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1153_MARK LOGO: USACE
 DK1153_MAGNETIC: P = MARKER IS A STEEL PIPE
 DK1153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1153
 DK1153  HISTORY     - Date     Condition        Report By
 DK1153  HISTORY     - UNK      MONUMENTED       USACE
 DK1153  HISTORY     - 1968     GOOD             USGS
 DK1153
 DK1153                          STATION DESCRIPTION
 DK1153
 DK1153'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 DK1153'3.5 MILES SOUTHEAST ALONG OLD HIGHWAY 65 FROM READLAND.  T19S, R1W,
 DK1153'NEAR 1/4 COR. BETWEEN SECS. 22 AND 27, 500 FEET NORTH OF A T-ROAD, W.,
 DK1153'85 FEET WEST OF A PAVED ROAD, 19 FEET NORTHEAST OF SE COR. OF A RED
 DK1153'BRICK HOUSE, AN IRON PIPE BEARING A CORPS OF ENGRS., U. S. ARMY.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1009 ***********************************************************************
 FG1009  DESIGNATION -  62
 FG1009  PID         -  FG1009
 FG1009  STATE/COUNTY-  AR/POPE
 FG1009  COUNTRY     -  US
 FG1009  USGS QUAD   -  DELAWARE (2017)
 FG1009
 FG1009                         *CURRENT SURVEY CONTROL
 FG1009  ______________________________________________________________________
 FG1009* NAD 83(1986) POSITION- 35 19 49.02   (N) 093 15 12.06   (W)   HD_HELD1
 FG1009* NAVD 88 ORTHO HEIGHT -   112.728 (meters)      369.84  (feet) ADJUSTED
 FG1009  ______________________________________________________________________
 FG1009  GEOID HEIGHT    -        -29.269 (meters)                     GEOID18
 FG1009  DYNAMIC HEIGHT  -        112.622 (meters)      369.49  (feet) COMP
 FG1009  MODELED GRAVITY -    979,689.7   (mgal)                       NAVD 88
 FG1009
 FG1009  VERT ORDER      -  FIRST     CLASS II
 FG1009
 FG1009.The horizontal coordinates were determined by differentially corrected
 FG1009.hand held GPS observations or other comparable positioning techniques
 FG1009.and have an estimated accuracy of +/- 3 meters.
 FG1009
 FG1009.The orthometric height was determined by differential leveling and
 FG1009.adjusted by the NATIONAL GEODETIC SURVEY
 FG1009.in June 1991.
 FG1009
 FG1009.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1009.GEOID18 height accuracy estimate available here.
 FG1009
 FG1009.Click photographs - Photos may exist for this station.
 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     -   111,328.1     286,054.9     MT  (+/- 3 meters HH1 GPS) 
 FG1009
 FG1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV7697409700(NAD 83)
 FG1009
 FG1009                          SUPERSEDED SURVEY CONTROL
 FG1009
 FG1009.No superseded survey control is available for this station.
 FG1009
 FG1009_MARKER: DD = SURVEY DISK
 FG1009_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FG1009_SP_SET: SIDEWALK
 FG1009_STAMPING: 62
 FG1009_MARK LOGO: USACE
 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       USACE
 FG1009  HISTORY     - 1935     GOOD             CGS
 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 COAST AND GEODETIC SURVEY 1935
 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'IN LONDON, AT THE SOUTHWEST CORNER OF A CONCRETE BLOCK BUILDING WEST
 FG1009'OF STATE HIGHWAY 333 SOUTH AND EAST OF STATE HIGHWAY 333 NORTH, ON THE
 FG1009'NORTH SIDE OF THE HIGHWAY, SET IN THE SIDEWALK, AND 0.9 METER (0.3 FT)
 FG1009'SOUTH OF THE SOUTHWEST CORNER OF THE BLOCK BUILDING.  IT IS ABOUT
 FG1009'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'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK0977 ***********************************************************************
 DK0977  DESIGNATION -  63/3
 DK0977  PID         -  DK0977
 DK0977  STATE/COUNTY-  AR/DESHA
 DK0977  COUNTRY     -  US
 DK0977  USGS QUAD   -  ARKANSAS CITY (2017)
 DK0977
 DK0977                         *CURRENT SURVEY CONTROL
 DK0977  ______________________________________________________________________
 DK0977* NAD 83(1986) POSITION- 33 36 22.     (N) 091 12 40.     (W)   SCALED
 DK0977* NAVD 88 ORTHO HEIGHT -    41.60  (+/-2cm)      136.5   (feet) VERTCON3
 DK0977  ______________________________________________________________________
 DK0977  GEOID HEIGHT    -        -26.481 (meters)                     GEOID18
 DK0977  VERT ORDER      -  ? (See Below)
 DK0977
 DK0977.The horizontal coordinates were scaled from a 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
 DK0977.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK0977.GEOID18 height accuracy estimate available here.
 DK0977
 DK0977.The vertical order pertains to the NGVD 29 superseded value.
 DK0977
 DK0977.Click photographs - Photos may exist for this station.
 DK0977
 DK0977;                    North         East    Units  Estimated Accuracy
 DK0977;SPC AR S     -   504,480.      473,210.      MT  (+/- 180 meters Scaled)
 DK0977
 DK0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT659199(NAD 83)
 DK0977
 DK0977                          SUPERSEDED SURVEY CONTROL
 DK0977
 DK0977  NGVD 29 (11/26/84)   41.713  (m)          136.85   (f) ADJUSTED       
 DK0977
 DK0977.Superseded values are not recommended for survey control.
 DK0977
 DK0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0977.See file dsdata.pdf to determine how the superseded data were derived.
 DK0977
 DK0977_MARKER: V = STONE MONUMENT
 DK0977_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DK0977_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0977
 DK0977  HISTORY     - Date     Condition        Report By
 DK0977  HISTORY     - UNK      MONUMENTED       USACE
 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 DEPARTMENT OF TRANSPORTATION 2005 (VJB)
 DK0977'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EK0123 ***********************************************************************
 EK0123  DESIGNATION -  633
 EK0123  PID         -  EK0123
 EK0123  STATE/COUNTY-  AR/SEVIER
 EK0123  COUNTRY     -  US
 EK0123  USGS QUAD   -  GILLHAM (2017)
 EK0123
 EK0123                         *CURRENT SURVEY CONTROL
 EK0123  ______________________________________________________________________
 EK0123* NAD 83(1986) POSITION- 34 08 39.     (N) 094 17 51.     (W)   SCALED
 EK0123* NAVD 88 ORTHO HEIGHT -   192.908 (meters)      632.90  (feet) ADJUSTED
 EK0123  ______________________________________________________________________
 EK0123  GEOID HEIGHT    -        -28.142 (meters)                     GEOID18
 EK0123  DYNAMIC HEIGHT  -        192.712 (meters)      632.26  (feet) COMP
 EK0123  MODELED GRAVITY -    979,615.8   (mgal)                       NAVD 88
 EK0123
 EK0123  VERT ORDER      -  FIRST     CLASS II
 EK0123
 EK0123.The horizontal coordinates were scaled from a map and have
 EK0123.an estimated accuracy of +/- 6 seconds.
 EK0123
 EK0123.The orthometric height was determined by differential leveling and
 EK0123.adjusted by the NATIONAL GEODETIC SURVEY
 EK0123.in June 1991.
 EK0123
 EK0123.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0123.GEOID18 height accuracy estimate available here.
 EK0123
 EK0123.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT803789(NAD 83)
 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
 EK0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0123.See file dsdata.pdf to determine how the superseded data were derived.
 EK0123
 EK0123_MARKER: P = PIPE CAP
 EK0123_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EK0123_STAMPING: 633 1908
 EK0123_MARK LOGO: USGS
 EK0123_MAGNETIC: P = MARKER IS A STEEL PIPE
 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             CGS
 EK0123  HISTORY     - 1985     MARK NOT FOUND   NGS
 EK0123
 EK0123                          STATION DESCRIPTION
 EK0123
 EK0123'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG1016 ***********************************************************************
 FG1016  DESIGNATION -  64
 FG1016  PID         -  FG1016
 FG1016  STATE/COUNTY-  AR/POPE
 FG1016  COUNTRY     -  US
 FG1016  USGS QUAD   -  RUSSELLVILLE WEST (2017)
 FG1016
 FG1016                         *CURRENT SURVEY CONTROL
 FG1016  ______________________________________________________________________
 FG1016* NAD 83(1986) POSITION- 35 17 28.     (N) 093 09 36.     (W)   SCALED
 FG1016* NAVD 88 ORTHO HEIGHT -   104.504 (meters)      342.86  (feet) ADJUSTED
 FG1016  ______________________________________________________________________
 FG1016  GEOID HEIGHT    -        -29.201 (meters)                     GEOID18
 FG1016  DYNAMIC HEIGHT  -        104.405 (meters)      342.54  (feet) COMP
 FG1016  MODELED GRAVITY -    979,683.0   (mgal)                       NAVD 88
 FG1016
 FG1016  VERT ORDER      -  FIRST     CLASS II
 FG1016
 FG1016.The horizontal coordinates were scaled from a map and have
 FG1016.an estimated accuracy of +/- 6 seconds.
 FG1016
 FG1016.The orthometric height was determined by differential leveling and
 FG1016.adjusted by the NATIONAL GEODETIC SURVEY
 FG1016.in June 1991.
 FG1016
 FG1016.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1016.GEOID18 height accuracy estimate available here.
 FG1016
 FG1016.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV854053(NAD 83)
 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
 FG1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1016.See file dsdata.pdf to determine how the superseded data were derived.
 FG1016
 FG1016_MARKER: DD = SURVEY DISK
 FG1016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1016_STAMPING: BM 64
 FG1016_MARK LOGO: USACE
 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       USACE
 FG1016  HISTORY     - 1932     GOOD             CGS
 FG1016  HISTORY     - 1935     GOOD             CGS
 FG1016
 FG1016                          STATION DESCRIPTION
 FG1016
 FG1016'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1935
 FG1016'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0230 ***********************************************************************
 EJ0230  DESIGNATION -  64
 EJ0230  PID         -  EJ0230
 EJ0230  STATE/COUNTY-  AR/SALINE
 EJ0230  COUNTRY     -  US
 EJ0230  USGS QUAD   -  CONGO (2017)
 EJ0230
 EJ0230                         *CURRENT SURVEY CONTROL
 EJ0230  ______________________________________________________________________
 EJ0230* NAD 83(1986) POSITION- 34 39 00.     (N) 092 30 53.     (W)   SCALED
 EJ0230* NAVD 88 ORTHO HEIGHT -   143.004 (meters)      469.17  (feet) ADJUSTED
 EJ0230  ______________________________________________________________________
 EJ0230  GEOID HEIGHT    -        -26.524 (meters)                     GEOID18
 EJ0230  DYNAMIC HEIGHT  -        142.869 (meters)      468.73  (feet) COMP
 EJ0230  MODELED GRAVITY -    979,690.8   (mgal)                       NAVD 88
 EJ0230
 EJ0230  VERT ORDER      -  SECOND    CLASS 0
 EJ0230
 EJ0230.The horizontal coordinates were scaled from a map and have
 EJ0230.an estimated accuracy of +/- 6 seconds.
 EJ0230
 EJ0230.The orthometric height was determined by differential leveling and
 EJ0230.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0230.in June 1991.
 EJ0230
 EJ0230.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0230.GEOID18 height accuracy estimate available here.
 EJ0230
 EJ0230.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU444343(NAD 83)
 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
 EJ0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0230.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0230
 EJ0230_MARKER: DD = SURVEY DISK
 EJ0230_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0230_STAMPING: STA NO 64 1934
 EJ0230_MARK LOGO: CGS+SS
 EJ0230_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0230
 EJ0230  HISTORY     - Date     Condition        Report By
 EJ0230  HISTORY     - 1934     MONUMENTED       ARGS
 EJ0230  HISTORY     - 1973     MARK NOT FOUND   USGS
 EJ0230  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0230
 EJ0230                          STATION DESCRIPTION
 EJ0230
 EJ0230'DESCRIBED BY ARKANSAS 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 = MARCH 20, 2026 22:17:28 EDT
 DK0982 ***********************************************************************
 DK0982  DESIGNATION -  64 D CAP
 DK0982  PID         -  DK0982
 DK0982  STATE/COUNTY-  AR/CHICOT
 DK0982  COUNTRY     -  US
 DK0982  USGS QUAD   -  ARKANSAS CITY (2017)
 DK0982
 DK0982                         *CURRENT SURVEY CONTROL
 DK0982  ______________________________________________________________________
 DK0982* NAD 83(1986) POSITION- 33 32 58.     (N) 091 14 23.     (W)   SCALED
 DK0982* NAVD 88 ORTHO HEIGHT -    41.23  (+/-2cm)      135.3   (feet) VERTCON3
 DK0982  ______________________________________________________________________
 DK0982  GEOID HEIGHT    -        -26.441 (meters)                     GEOID18
 DK0982  VERT ORDER      -  ? (See Below)
 DK0982
 DK0982.The horizontal coordinates were scaled from a 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
 DK0982.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK0982.GEOID18 height accuracy estimate available here.
 DK0982
 DK0982.The vertical order pertains to the NGVD 29 superseded value.
 DK0982
 DK0982.Click photographs - Photos may exist for this station.
 DK0982
 DK0982;                    North         East    Units  Estimated Accuracy
 DK0982;SPC AR S     -   498,170.      470,600.      MT  (+/- 180 meters Scaled)
 DK0982
 DK0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT634135(NAD 83)
 DK0982
 DK0982                          SUPERSEDED SURVEY CONTROL
 DK0982
 DK0982  NGVD 29 (11/26/84)   41.331  (m)          135.60   (f) ADJUSTED       
 DK0982
 DK0982.Superseded values are not recommended for survey control.
 DK0982
 DK0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0982.See file dsdata.pdf to determine how the superseded data were derived.
 DK0982
 DK0982_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK0982_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK0982_MARK LOGO: USACE
 DK0982_MAGNETIC: P = MARKER IS A STEEL PIPE
 DK0982_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0982
 DK0982  HISTORY     - Date     Condition        Report By
 DK0982  HISTORY     - UNK      MONUMENTED       USACE
 DK0982  HISTORY     - 1934     GOOD             CGS
 DK0982  HISTORY     - 20150310 MARK NOT FOUND   ARHD
 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.
 DK0982
 DK0982                          STATION RECOVERY (2015)
 DK0982
 DK0982'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (VJB)
 DK0982'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ3582 ***********************************************************************
 DQ3582  DESIGNATION -  6515
 DQ3582  PID         -  DQ3582
 DQ3582  STATE/COUNTY-  AR/SEARCY
 DQ3582  COUNTRY     -  US
 DQ3582  USGS QUAD   -  MARSHALL (2017)
 DQ3582
 DQ3582                         *CURRENT SURVEY CONTROL
 DQ3582  ______________________________________________________________________
 DQ3582* NAD 83(1986) POSITION- 35 56 24.30   (N) 092 42 48.04   (W)   HD_HELD1
 DQ3582* NAVD 88 ORTHO HEIGHT -   202.489 (meters)      664.33  (feet) ADJUSTED
 DQ3582  ______________________________________________________________________
 DQ3582  GEOID HEIGHT    -        -28.232 (meters)                     GEOID18
 DQ3582  DYNAMIC HEIGHT  -        202.306 (meters)      663.73  (feet) COMP
 DQ3582  MODELED GRAVITY -    979,728.0   (mgal)                       NAVD 88
 DQ3582
 DQ3582  VERT ORDER      -  SECOND    CLASS I
 DQ3582
 DQ3582.The horizontal coordinates were determined by differentially corrected
 DQ3582.hand held GPS observations or other comparable positioning techniques
 DQ3582.and have an estimated accuracy of +/- 3 meters.
 DQ3582
 DQ3582.The orthometric height was determined by differential leveling and
 DQ3582.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3582.in January 2017.
 DQ3582
 DQ3582.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3582.GEOID18 height accuracy estimate available here.
 DQ3582
 DQ3582.Click photographs - Photos may exist for this station.
 DQ3582
 DQ3582.The dynamic height is computed by dividing the NAVD 88
 DQ3582.geopotential number by the normal gravity value computed on the
 DQ3582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3582.degrees latitude (g = 980.6199 gals.).
 DQ3582
 DQ3582.The modeled gravity was interpolated from observed gravity values.
 DQ3582
 DQ3582;                    North         East    Units  Estimated Accuracy
 DQ3582;SPC AR N     -   178,490.7     335,637.1     MT  (+/- 3 meters HH1 GPS) 
 DQ3582
 DQ3582_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV2585577340(NAD 83)
 DQ3582
 DQ3582                          SUPERSEDED SURVEY CONTROL
 DQ3582
 DQ3582.No superseded survey control is available for this station.
 DQ3582
 DQ3582_MARKER: DR = REFERENCE MARK DISK
 DQ3582_SETTING: 66 = SET IN ROCK OUTCROP
 DQ3582_STAMPING: 6515 2012
 DQ3582_MARK LOGO: USGS
 DQ3582_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3582_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DQ3582+STABILITY: POSITION/ELEVATION WELL
 DQ3582_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3582+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2016
 DQ3582
 DQ3582  HISTORY     - Date     Condition        Report By
 DQ3582  HISTORY     - 2012     MONUMENTED       USGS
 DQ3582  HISTORY     - 20160202 GOOD             ARHD
 DQ3582
 DQ3582                          STATION DESCRIPTION
 DQ3582
 DQ3582'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 DQ3582'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) EAST-NORTHEAST OF
 DQ3582'SNOWBALL, 5.1 MI (8.2 KM) WEST-NORTHWEST OF MARSHALL AND 5.1 MI (8.2
 DQ3582'KM) NORTH OF CANAAN.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ3582'
 DQ3582'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 74,
 DQ3582'GO NORTH ON HIGHWAY 65 FOR 1.3 MI (2.1 KM) TO THE STATION ON THE LEFT,
 DQ3582'IN A LARGE ROCK OUTCROP ON THE EDGE OF BEAR CREEK.
 DQ3582'
 DQ3582'IT IS 41 FT (12.5 M) WEST OF HIGHWAY 65 CENTERLINE, 29 FT (8.8 M) EAST
 DQ3582'OF USGS STREAM GAGING STATION AND 20 FT (6.1 M) WEST OF A GUARD RAIL.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ2019 ***********************************************************************
 EJ2019  DESIGNATION -  655
 EJ2019  PID         -  EJ2019
 EJ2019  STATE/COUNTY-  AR/PIKE
 EJ2019  COUNTRY     -  US
 EJ2019  USGS QUAD   -  NATHAN (2017)
 EJ2019
 EJ2019                         *CURRENT SURVEY CONTROL
 EJ2019  ______________________________________________________________________
 EJ2019* NAD 83(1997) POSITION- 34 02 52.19732(N) 093 46 43.23098(W)   ADJUSTED
 EJ2019* NAVD 88 ORTHO HEIGHT -   199.    (meters)      653.    (feet) SCALED
 EJ2019  ______________________________________________________________________
 EJ2019  GEOID HEIGHT    -        -27.341 (meters)                     GEOID18
 EJ2019  LAPLACE CORR    -          0.81  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ2019.GEOID18 height accuracy estimate available here.
 EJ2019
 EJ2019.Click photographs - Photos may exist for this station.
 EJ2019
 EJ2019.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ2019
 EJ2019. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT2813067733(NAD 83)
 EJ2019
 EJ2019                          SUPERSEDED SURVEY CONTROL
 EJ2019
 EJ2019  NAD 83(1993)-  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
 EJ2019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2019.See file dsdata.pdf to determine how the superseded data were derived.
 EJ2019
 EJ2019_MARKER: P = PIPE CAP
 EJ2019_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EJ2019_STAMPING: HS 655
 EJ2019_MARK LOGO: USGS
 EJ2019_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ2019
 EJ2019  HISTORY     - Date     Condition        Report By
 EJ2019  HISTORY     - 1902     MONUMENTED       USGS
 EJ2019  HISTORY     - 1957     GOOD             CGS
 EJ2019
 EJ2019                          STATION DESCRIPTION
 EJ2019
 EJ2019'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 EJ2019'SEE STATION HIGHLAND
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0359 ***********************************************************************
 EJ0359  DESIGNATION -  67
 EJ0359  PID         -  EJ0359
 EJ0359  STATE/COUNTY-  AR/PULASKI
 EJ0359  COUNTRY     -  US
 EJ0359  USGS QUAD   -  SPRING LAKE (2017)
 EJ0359
 EJ0359                         *CURRENT SURVEY CONTROL
 EJ0359  ______________________________________________________________________
 EJ0359* NAD 83(1986) POSITION- 34 36 40.     (N) 092 19 11.     (W)   SCALED
 EJ0359* NAVD 88 ORTHO HEIGHT -   127.709 (meters)      418.99  (feet) ADJUSTED
 EJ0359  ______________________________________________________________________
 EJ0359  GEOID HEIGHT    -        -26.413 (meters)                     GEOID18
 EJ0359  DYNAMIC HEIGHT  -        127.589 (meters)      418.60  (feet) COMP
 EJ0359  MODELED GRAVITY -    979,688.3   (mgal)                       NAVD 88
 EJ0359
 EJ0359  VERT ORDER      -  SECOND    CLASS 0
 EJ0359
 EJ0359.The horizontal coordinates were scaled from a map and have
 EJ0359.an estimated accuracy of +/- 6 seconds.
 EJ0359
 EJ0359.The orthometric height was determined by differential leveling and
 EJ0359.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0359.in June 1991.
 EJ0359
 EJ0359.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0359.GEOID18 height accuracy estimate available here.
 EJ0359
 EJ0359.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU623301(NAD 83)
 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
 EJ0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0359.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0359
 EJ0359_MARKER: DD = SURVEY DISK
 EJ0359_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0359_STAMPING: STA NO 67 1934
 EJ0359_MARK LOGO: CGS+SS
 EJ0359_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 DK1070 ***********************************************************************
 DK1070  DESIGNATION -  67/D BOLT
 DK1070  PID         -  DK1070
 DK1070  STATE/COUNTY-  AR/CHICOT
 DK1070  COUNTRY     -  US
 DK1070  USGS QUAD   -  MACON LAKE (2017)
 DK1070
 DK1070                         *CURRENT SURVEY CONTROL
 DK1070  ______________________________________________________________________
 DK1070* NAD 83(1986) POSITION- 33 27 23.     (N) 091 15 46.     (W)   SCALED
 DK1070* NAVD 88 ORTHO HEIGHT -    39.61  (+/-2cm)      130.0   (feet) VERTCON3
 DK1070  ______________________________________________________________________
 DK1070  GEOID HEIGHT    -        -26.359 (meters)                     GEOID18
 DK1070  VERT ORDER      -  ? (See Below)
 DK1070
 DK1070.The horizontal coordinates were scaled from a 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
 DK1070.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1070.GEOID18 height accuracy estimate available here.
 DK1070
 DK1070.The vertical order pertains to the NGVD 29 superseded value.
 DK1070
 DK1070.Click photographs - Photos may exist for this station.
 DK1070
 DK1070;                    North         East    Units  Estimated Accuracy
 DK1070;SPC AR S     -   487,840.      468,540.      MT  (+/- 180 meters Scaled)
 DK1070
 DK1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT614032(NAD 83)
 DK1070
 DK1070                          SUPERSEDED SURVEY CONTROL
 DK1070
 DK1070  NGVD 29 (11/26/84)   39.653  (m)          130.09   (f) ADJUSTED       
 DK1070
 DK1070.Superseded values are not recommended for survey control.
 DK1070
 DK1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1070.See file dsdata.pdf to determine how the superseded data were derived.
 DK1070
 DK1070_MARKER: B = BOLT
 DK1070_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK1070_SP_SET: UNDERGROUND STONE
 DK1070_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1070
 DK1070  HISTORY     - Date     Condition        Report By
 DK1070  HISTORY     - UNK      MONUMENTED       USACE
 DK1070  HISTORY     - 1934     GOOD             CGS
 DK1070
 DK1070                          STATION DESCRIPTION
 DK1070
 DK1070'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 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 = MARCH 20, 2026 22:17:28 EDT
 DK1071 ***********************************************************************
 DK1071  DESIGNATION -  67/D CAP
 DK1071  PID         -  DK1071
 DK1071  STATE/COUNTY-  AR/CHICOT
 DK1071  COUNTRY     -  US
 DK1071  USGS QUAD   -  MACON LAKE (2017)
 DK1071
 DK1071                         *CURRENT SURVEY CONTROL
 DK1071  ______________________________________________________________________
 DK1071* NAD 83(1986) POSITION- 33 27 23.     (N) 091 15 45.     (W)   SCALED
 DK1071* NAVD 88 ORTHO HEIGHT -    40.82  (+/-2cm)      133.9   (feet) VERTCON3
 DK1071  ______________________________________________________________________
 DK1071  GEOID HEIGHT    -        -26.359 (meters)                     GEOID18
 DK1071  VERT ORDER      -  ? (See Below)
 DK1071
 DK1071.The horizontal coordinates were scaled from a 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
 DK1071.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1071.GEOID18 height accuracy estimate available here.
 DK1071
 DK1071.The vertical order pertains to the NGVD 29 superseded value.
 DK1071
 DK1071.Click photographs - Photos may exist for this station.
 DK1071
 DK1071;                    North         East    Units  Estimated Accuracy
 DK1071;SPC AR S     -   487,840.      468,560.      MT  (+/- 180 meters Scaled)
 DK1071
 DK1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT614032(NAD 83)
 DK1071
 DK1071                          SUPERSEDED SURVEY CONTROL
 DK1071
 DK1071  NGVD 29 (11/26/84)   40.870  (m)          134.09   (f) ADJUSTED       
 DK1071
 DK1071.Superseded values are not recommended for survey control.
 DK1071
 DK1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1071.See file dsdata.pdf to determine how the superseded data were derived.
 DK1071
 DK1071_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1071_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1071_MARK LOGO: USACE
 DK1071_MAGNETIC: P = MARKER IS A STEEL PIPE
 DK1071_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1071
 DK1071  HISTORY     - Date     Condition        Report By
 DK1071  HISTORY     - UNK      MONUMENTED       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1351 ***********************************************************************
 FF1351  DESIGNATION -  7 B AZ MK
 FF1351  PID         -  FF1351
 FF1351  STATE/COUNTY-  AR/WHITE
 FF1351  COUNTRY     -  US
 FF1351  USGS QUAD   -  VELVET RIDGE (2017)
 FF1351
 FF1351                         *CURRENT SURVEY CONTROL
 FF1351  ______________________________________________________________________
 FF1351* NAD 83(1986) POSITION- 35 26 05.8    (N) 091 34 16.7    (W)   HD_HELD2
 FF1351* NAVD 88 ORTHO HEIGHT -   180.987 (meters)      593.79  (feet) ADJUSTED
 FF1351  ______________________________________________________________________
 FF1351  GEOID HEIGHT    -        -27.245 (meters)                     GEOID18
 FF1351  DYNAMIC HEIGHT  -        180.825 (meters)      593.26  (feet) COMP
 FF1351  MODELED GRAVITY -    979,736.8   (mgal)                       NAVD 88
 FF1351
 FF1351  VERT ORDER      -  SECOND    CLASS I
 FF1351
 FF1351.The horizontal coordinates were established by autonomous hand held GPS
 FF1351.observations and have an estimated accuracy of +/- 10 meters.
 FF1351
 FF1351.The orthometric height was determined by differential leveling and
 FF1351.adjusted by the NATIONAL GEODETIC SURVEY
 FF1351.in June 1991.
 FF1351
 FF1351.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1351.GEOID18 height accuracy estimate available here.
 FF1351
 FF1351.Click photographs - Photos may exist for this station.
 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     -   122,299.      438,924.      MT  (+/- 10 meters HH2 GPS)
 FF1351
 FF1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV2968122216(NAD 83)
 FF1351
 FF1351                          SUPERSEDED SURVEY CONTROL
 FF1351
 FF1351  NGVD 29 (11/26/84)  180.937  (m)          593.62   (f) ADJUSTED    2 0
 FF1351
 FF1351.Superseded values are not recommended for survey control.
 FF1351
 FF1351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1351.See file dsdata.pdf to determine how the superseded data were derived.
 FF1351
 FF1351_MARKER: DZ = AZIMUTH MARK DISK
 FF1351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1351_STAMPING: 7B 1962
 FF1351_MARK LOGO: CGS
 FF1351_PROJECTION: FLUSH
 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 - August 26, 2014
 FF1351
 FF1351  HISTORY     - Date     Condition        Report By
 FF1351  HISTORY     - 1962     MONUMENTED       CGS
 FF1351  HISTORY     - 20020427 GOOD             USACE
 FF1351  HISTORY     - 20140826 GOOD             ARHD
 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.
 FF1351
 FF1351                          STATION RECOVERY (2014)
 FF1351
 FF1351'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (JDH)
 FF1351'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0274 ***********************************************************************
 FG0274  DESIGNATION -  7 WMH
 FG0274  PID         -  FG0274
 FG0274  STATE/COUNTY-  AR/FAULKNER
 FG0274  COUNTRY     -  US
 FG0274  USGS QUAD   -  DAMASCUS (2017)
 FG0274
 FG0274                         *CURRENT SURVEY CONTROL
 FG0274  ______________________________________________________________________
 FG0274* NAD 83(1986) POSITION- 35 17 19.     (N) 092 23 43.     (W)   SCALED
 FG0274* NAVD 88 ORTHO HEIGHT -   183.862 (meters)      603.22  (feet) ADJUSTED
 FG0274  ______________________________________________________________________
 FG0274  GEOID HEIGHT    -        -28.016 (meters)                     GEOID18
 FG0274  DYNAMIC HEIGHT  -        183.690 (meters)      602.66  (feet) COMP
 FG0274  MODELED GRAVITY -    979,695.5   (mgal)                       NAVD 88
 FG0274
 FG0274  VERT ORDER      -  SECOND    CLASS 0
 FG0274
 FG0274.The horizontal coordinates were scaled from a map and have
 FG0274.an estimated accuracy of +/- 6 seconds.
 FG0274
 FG0274.The orthometric height was determined by differential leveling and
 FG0274.adjusted by the NATIONAL GEODETIC SURVEY
 FG0274.in June 1991.
 FG0274
 FG0274.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0274.GEOID18 height accuracy estimate available here.
 FG0274
 FG0274.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV549052(NAD 83)
 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
 FG0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0274.See file dsdata.pdf to determine how the superseded data were derived.
 FG0274
 FG0274_MARKER: DB = BENCH MARK DISK
 FG0274_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0274_STAMPING: 7 WMH 1960
 FG0274_MARK LOGO: USGS
 FG0274_PROJECTION: PROJECTING 5 CENTIMETERS
 FG0274_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0274
 FG0274  HISTORY     - Date     Condition        Report By
 FG0274  HISTORY     - 1960     MONUMENTED       USGS
 FG0274  HISTORY     - 1962     GOOD             CGS
 FG0274
 FG0274                          STATION DESCRIPTION
 FG0274
 FG0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1764 ***********************************************************************
 EH1764  DESIGNATION -  7/8
 EH1764  PID         -  EH1764
 EH1764  STATE/COUNTY-  AR/JEFFERSON
 EH1764  COUNTRY     -  US
 EH1764  USGS QUAD   -  ROB ROY (2017)
 EH1764
 EH1764                         *CURRENT SURVEY CONTROL
 EH1764  ______________________________________________________________________
 EH1764* NAD 83(1986) POSITION- 34 17 02.     (N) 091 54 06.     (W)   SCALED
 EH1764* NAVD 88 ORTHO HEIGHT -    63.219 (meters)      207.41  (feet) ADJUSTED
 EH1764  ______________________________________________________________________
 EH1764  GEOID HEIGHT    -        -26.067 (meters)                     GEOID18
 EH1764  DYNAMIC HEIGHT  -         63.158 (meters)      207.21  (feet) COMP
 EH1764  MODELED GRAVITY -    979,668.9   (mgal)                       NAVD 88
 EH1764
 EH1764  VERT ORDER      -  SECOND    CLASS 0
 EH1764
 EH1764.The horizontal coordinates were scaled from a map and have
 EH1764.an estimated accuracy of +/- 6 seconds.
 EH1764
 EH1764.The orthometric height was determined by differential leveling and
 EH1764.adjusted by the NATIONAL GEODETIC SURVEY
 EH1764.in June 1991.
 EH1764
 EH1764.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1764.GEOID18 height accuracy estimate available here.
 EH1764
 EH1764.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT010941(NAD 83)
 EH1764
 EH1764                          SUPERSEDED SURVEY CONTROL
 EH1764
 EH1764  NGVD 29 (11/26/84)   63.250  (m)          207.51   (f) ADJUSTED    2 0
 EH1764
 EH1764.Superseded values are not recommended for survey control.
 EH1764
 EH1764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1764.See file dsdata.pdf to determine how the superseded data were derived.
 EH1764
 EH1764_MARKER: P = PIPE CAP
 EH1764_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1764_STAMPING: B M 7/8
 EH1764_MARK LOGO: USACE
 EH1764_MAGNETIC: P = MARKER IS A STEEL PIPE
 EH1764_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1764
 EH1764  HISTORY     - Date     Condition        Report By
 EH1764  HISTORY     - UNK      MONUMENTED       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 DK0964 ***********************************************************************
 DK0964  DESIGNATION -  700 A
 DK0964  PID         -  DK0964
 DK0964  STATE/COUNTY-  AR/DESHA
 DK0964  COUNTRY     -  US
 DK0964  USGS QUAD   -  ARKANSAS CITY (2017)
 DK0964
 DK0964                         *CURRENT SURVEY CONTROL
 DK0964  ______________________________________________________________________
 DK0964* NAD 83(1986) POSITION- 33 37 23.     (N) 091 11 02.     (W)   SCALED
 DK0964* NAVD 88 ORTHO HEIGHT -    42.42  (+/-2cm)      139.2   (feet) VERTCON3
 DK0964  ______________________________________________________________________
 DK0964  GEOID HEIGHT    -        -26.505 (meters)                     GEOID18
 DK0964  VERT ORDER      -  ? (See Below)
 DK0964
 DK0964.The horizontal coordinates were scaled from a 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
 DK0964.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK0964.GEOID18 height accuracy estimate available here.
 DK0964
 DK0964.The vertical order pertains to the NGVD 29 superseded value.
 DK0964
 DK0964.Click photographs - Photos may exist for this station.
 DK0964
 DK0964;                    North         East    Units  Estimated Accuracy
 DK0964;SPC AR S     -   506,380.      475,720.      MT  (+/- 180 meters Scaled)
 DK0964
 DK0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT684218(NAD 83)
 DK0964
 DK0964                          SUPERSEDED SURVEY CONTROL
 DK0964
 DK0964  NGVD 29 (11/26/84)   42.529  (m)          139.53   (f) ADJUSTED       
 DK0964
 DK0964.Superseded values are not recommended for survey control.
 DK0964
 DK0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0964.See file dsdata.pdf to determine how the superseded data were derived.
 DK0964
 DK0964_MARKER: P = PIPE CAP
 DK0964_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK0964_MARK LOGO: USACE
 DK0964_MAGNETIC: P = MARKER IS A STEEL PIPE
 DK0964_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0964
 DK0964  HISTORY     - Date     Condition        Report By
 DK0964  HISTORY     - UNK      MONUMENTED       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 DK1081 ***********************************************************************
 DK1081  DESIGNATION -  72/4
 DK1081  PID         -  DK1081
 DK1081  STATE/COUNTY-  AR/CHICOT
 DK1081  COUNTRY     -  US
 DK1081  USGS QUAD   -  LUNA (2017)
 DK1081
 DK1081                         *CURRENT SURVEY CONTROL
 DK1081  ______________________________________________________________________
 DK1081* NAD 83(1986) POSITION- 33 23 09.     (N) 091 12 43.     (W)   SCALED
 DK1081* NAVD 88 ORTHO HEIGHT -    38.72  (+/-2cm)      127.0   (feet) VERTCON3
 DK1081  ______________________________________________________________________
 DK1081  GEOID HEIGHT    -        -26.366 (meters)                     GEOID18
 DK1081  VERT ORDER      -  ? (See Below)
 DK1081
 DK1081.The horizontal coordinates were scaled from a 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
 DK1081.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1081.GEOID18 height accuracy estimate available here.
 DK1081
 DK1081.The vertical order pertains to the NGVD 29 superseded value.
 DK1081
 DK1081.Click photographs - Photos may exist for this station.
 DK1081
 DK1081;                    North         East    Units  Estimated Accuracy
 DK1081;SPC AR S     -   480,050.      473,320.      MT  (+/- 180 meters Scaled)
 DK1081
 DK1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS663954(NAD 83)
 DK1081
 DK1081                          SUPERSEDED SURVEY CONTROL
 DK1081
 DK1081  NGVD 29 (11/26/84)   38.740  (m)          127.10   (f) ADJUSTED       
 DK1081
 DK1081.Superseded values are not recommended for survey control.
 DK1081
 DK1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1081.See file dsdata.pdf to determine how the superseded data were derived.
 DK1081
 DK1081_MARKER: X = CHISELED CROSS
 DK1081_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DK1081_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1081
 DK1081  HISTORY     - Date     Condition        Report By
 DK1081  HISTORY     - UNK      MONUMENTED       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1628 ***********************************************************************
 EJ1628  DESIGNATION -  73
 EJ1628  PID         -  EJ1628
 EJ1628  STATE/COUNTY-  AR/PULASKI
 EJ1628  COUNTRY     -  US
 EJ1628  USGS QUAD   -  WOODSON (2017)
 EJ1628
 EJ1628                         *CURRENT SURVEY CONTROL
 EJ1628  ______________________________________________________________________
 EJ1628* NAD 83(1986) POSITION- 34 31 45.     (N) 092 12 40.     (W)   SCALED
 EJ1628* NAVD 88 ORTHO HEIGHT -    76.190 (meters)      249.97  (feet) ADJUSTED
 EJ1628  ______________________________________________________________________
 EJ1628  GEOID HEIGHT    -        -26.275 (meters)                     GEOID18
 EJ1628  DYNAMIC HEIGHT  -         76.117 (meters)      249.73  (feet) COMP
 EJ1628  MODELED GRAVITY -    979,685.6   (mgal)                       NAVD 88
 EJ1628
 EJ1628  VERT ORDER      -  FIRST     CLASS II
 EJ1628
 EJ1628.The horizontal coordinates were scaled from a map and have
 EJ1628.an estimated accuracy of +/- 6 seconds.
 EJ1628
 EJ1628.The orthometric height was determined by differential leveling and
 EJ1628.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1628.in June 1991.
 EJ1628
 EJ1628.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1628.GEOID18 height accuracy estimate available here.
 EJ1628
 EJ1628.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU723211(NAD 83)
 EJ1628
 EJ1628                          SUPERSEDED SURVEY CONTROL
 EJ1628
 EJ1628.No superseded survey control is available for this station.
 EJ1628
 EJ1628_MARKER: DD = SURVEY DISK
 EJ1628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1628_STAMPING: 73
 EJ1628_MARK LOGO: USACE
 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       USACE
 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  HISTORY     - 20170117 MARK NOT FOUND   ARHD
 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.
 EJ1628
 EJ1628                          STATION RECOVERY (2017)
 EJ1628
 EJ1628'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2017 (JDH)
 EJ1628'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EK0232 ***********************************************************************
 EK0232  DESIGNATION -  748
 EK0232  PID         -  EK0232
 EK0232  STATE/COUNTY-  AR/HOWARD
 EK0232  COUNTRY     -  US
 EK0232  USGS QUAD   -  DIERKS DAM (2017)
 EK0232
 EK0232                         *CURRENT SURVEY CONTROL
 EK0232  ______________________________________________________________________
 EK0232* NAD 83(1986) POSITION- 34 14 13.     (N) 094 04 07.     (W)   SCALED
 EK0232* NAVD 88 ORTHO HEIGHT -   228.124 (meters)      748.44  (feet) ADJUSTED
 EK0232  ______________________________________________________________________
 EK0232  GEOID HEIGHT    -        -28.129 (meters)                     GEOID18
 EK0232  DYNAMIC HEIGHT  -        227.891 (meters)      747.67  (feet) COMP
 EK0232  MODELED GRAVITY -    979,606.5   (mgal)                       NAVD 88
 EK0232
 EK0232  VERT ORDER      -  SECOND    CLASS 0
 EK0232
 EK0232.The horizontal coordinates were scaled from a map and have
 EK0232.an estimated accuracy of +/- 6 seconds.
 EK0232
 EK0232.The orthometric height was determined by differential leveling and
 EK0232.adjusted by the NATIONAL GEODETIC SURVEY
 EK0232.in June 1991.
 EK0232
 EK0232.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0232.GEOID18 height accuracy estimate available here.
 EK0232
 EK0232.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT015889(NAD 83)
 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
 EK0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0232.See file dsdata.pdf to determine how the superseded data were derived.
 EK0232
 EK0232_MARKER: P = PIPE CAP
 EK0232_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EK0232_STAMPING: 748 1908
 EK0232_MARK LOGO: USGS
 EK0232_MAGNETIC: P = MARKER IS A STEEL PIPE
 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             CGS
 EK0232  HISTORY     - 1961     GOOD             CGS
 EK0232  HISTORY     - 20180814 MARK NOT FOUND   ARHD
 EK0232
 EK0232                          STATION DESCRIPTION
 EK0232
 EK0232'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1961
 EK0232'RECOVERED IN GOOD CONDITION.
 EK0232
 EK0232                          STATION RECOVERY (2018)
 EK0232
 EK0232'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (BAB)
 EK0232'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK0966 ***********************************************************************
 DK0966  DESIGNATION -  750 A
 DK0966  PID         -  DK0966
 DK0966  STATE/COUNTY-  AR/DESHA
 DK0966  COUNTRY     -  US
 DK0966  USGS QUAD   -  ARKANSAS CITY (2017)
 DK0966
 DK0966                         *CURRENT SURVEY CONTROL
 DK0966  ______________________________________________________________________
 DK0966* NAD 83(1986) POSITION- 33 36 42.     (N) 091 11 39.     (W)   SCALED
 DK0966* NAVD 88 ORTHO HEIGHT -    42.42  (+/-2cm)      139.2   (feet) VERTCON3
 DK0966  ______________________________________________________________________
 DK0966  GEOID HEIGHT    -        -26.497 (meters)                     GEOID18
 DK0966  VERT ORDER      -  ? (See Below)
 DK0966
 DK0966.The horizontal coordinates were scaled from a 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
 DK0966.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK0966.GEOID18 height accuracy estimate available here.
 DK0966
 DK0966.The vertical order pertains to the NGVD 29 superseded value.
 DK0966
 DK0966.Click photographs - Photos may exist for this station.
 DK0966
 DK0966;                    North         East    Units  Estimated Accuracy
 DK0966;SPC AR S     -   505,110.      474,780.      MT  (+/- 180 meters Scaled)
 DK0966
 DK0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT675205(NAD 83)
 DK0966
 DK0966                          SUPERSEDED SURVEY CONTROL
 DK0966
 DK0966  NGVD 29 (11/26/84)   42.535  (m)          139.55   (f) ADJUSTED       
 DK0966
 DK0966.Superseded values are not recommended for survey control.
 DK0966
 DK0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0966.See file dsdata.pdf to determine how the superseded data were derived.
 DK0966
 DK0966_MARKER: P = PIPE CAP
 DK0966_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK0966_MARK LOGO: USACE
 DK0966_MAGNETIC: P = MARKER IS A STEEL PIPE
 DK0966_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0966
 DK0966  HISTORY     - Date     Condition        Report By
 DK0966  HISTORY     - UNK      MONUMENTED       USACE
 DK0966  HISTORY     - 1934     GOOD             CGS
 DK0966
 DK0966                          STATION DESCRIPTION
 DK0966
 DK0966'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 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 = MARCH 20, 2026 22:17:28 EDT
 EK0120 ***********************************************************************
 EK0120  DESIGNATION -  751
 EK0120  PID         -  EK0120
 EK0120  STATE/COUNTY-  AR/SEVIER
 EK0120  COUNTRY     -  US
 EK0120  USGS QUAD   -  GILLHAM (2017)
 EK0120
 EK0120                         *CURRENT SURVEY CONTROL
 EK0120  ______________________________________________________________________
 EK0120* NAD 83(1986) POSITION- 34 10 08.     (N) 094 18 56.     (W)   SCALED
 EK0120* NAVD 88 ORTHO HEIGHT -   229.155 (meters)      751.82  (feet) ADJUSTED
 EK0120  ______________________________________________________________________
 EK0120  GEOID HEIGHT    -        -28.248 (meters)                     GEOID18
 EK0120  DYNAMIC HEIGHT  -        228.921 (meters)      751.05  (feet) COMP
 EK0120  MODELED GRAVITY -    979,609.7   (mgal)                       NAVD 88
 EK0120
 EK0120  VERT ORDER      -  FIRST     CLASS II
 EK0120
 EK0120.The horizontal coordinates were scaled from a map and have
 EK0120.an estimated accuracy of +/- 6 seconds.
 EK0120
 EK0120.The orthometric height was determined by differential leveling and
 EK0120.adjusted by the NATIONAL GEODETIC SURVEY
 EK0120.in June 1991.
 EK0120
 EK0120.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0120.GEOID18 height accuracy estimate available here.
 EK0120
 EK0120.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT787816(NAD 83)
 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
 EK0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0120.See file dsdata.pdf to determine how the superseded data were derived.
 EK0120
 EK0120_MARKER: P = PIPE CAP
 EK0120_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EK0120_STAMPING: 751 1908
 EK0120_MARK LOGO: USGS
 EK0120_MAGNETIC: P = MARKER IS A STEEL PIPE
 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             CGS
 EK0120  HISTORY     - 1962     GOOD             CGS
 EK0120  HISTORY     - 1985     MARK NOT FOUND   NGS
 EK0120
 EK0120                          STATION DESCRIPTION
 EK0120
 EK0120'DESCRIBED BY COAST AND 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DK1085 ***********************************************************************
 DK1085  DESIGNATION -  76
 DK1085  PID         -  DK1085
 DK1085  STATE/COUNTY-  AR/CHICOT
 DK1085  COUNTRY     -  US
 DK1085  USGS QUAD   -  RED LEAF (2017)
 DK1085
 DK1085                         *CURRENT SURVEY CONTROL
 DK1085  ______________________________________________________________________
 DK1085* NAD 83(1986) POSITION- 33 22 24.     (N) 091 08 52.     (W)   SCALED
 DK1085* NAVD 88 ORTHO HEIGHT -    38.42  (+/-2cm)      126.0   (feet) VERTCON3
 DK1085  ______________________________________________________________________
 DK1085  GEOID HEIGHT    -        -26.434 (meters)                     GEOID18
 DK1085  VERT ORDER      -  ? (See Below)
 DK1085
 DK1085.The horizontal coordinates were scaled from a 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
 DK1085.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1085.GEOID18 height accuracy estimate available here.
 DK1085
 DK1085.The vertical order pertains to the NGVD 29 superseded value.
 DK1085
 DK1085.Click photographs - Photos may exist for this station.
 DK1085
 DK1085;                    North         East    Units  Estimated Accuracy
 DK1085;SPC AR S     -   478,710.      479,300.      MT  (+/- 180 meters Scaled)
 DK1085
 DK1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS723942(NAD 83)
 DK1085
 DK1085                          SUPERSEDED SURVEY CONTROL
 DK1085
 DK1085  NGVD 29 (11/26/84)   38.469  (m)          126.21   (f) ADJUSTED       
 DK1085
 DK1085.Superseded values are not recommended for survey control.
 DK1085
 DK1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1085.See file dsdata.pdf to determine how the superseded data were derived.
 DK1085
 DK1085_MARKER: X = CHISELED CROSS
 DK1085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1085_PROJECTION: PROJECTING 38 CENTIMETERS
 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       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 DK1088 ***********************************************************************
 DK1088  DESIGNATION -  76/C CAP
 DK1088  PID         -  DK1088
 DK1088  STATE/COUNTY-  AR/CHICOT
 DK1088  COUNTRY     -  US
 DK1088  USGS QUAD   -  RED LEAF (2017)
 DK1088
 DK1088                         *CURRENT SURVEY CONTROL
 DK1088  ______________________________________________________________________
 DK1088* NAD 83(1986) POSITION- 33 22 19.     (N) 091 08 26.     (W)   SCALED
 DK1088* NAVD 88 ORTHO HEIGHT -    39.74  (+/-2cm)      130.4   (feet) VERTCON3
 DK1088  ______________________________________________________________________
 DK1088  GEOID HEIGHT    -        -26.442 (meters)                     GEOID18
 DK1088  VERT ORDER      -  ? (See Below)
 DK1088
 DK1088.The horizontal coordinates were scaled from a 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
 DK1088.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1088.GEOID18 height accuracy estimate available here.
 DK1088
 DK1088.The vertical order pertains to the NGVD 29 superseded value.
 DK1088
 DK1088.Click photographs - Photos may exist for this station.
 DK1088
 DK1088;                    North         East    Units  Estimated Accuracy
 DK1088;SPC AR S     -   478,560.      479,980.      MT  (+/- 180 meters Scaled)
 DK1088
 DK1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS729940(NAD 83)
 DK1088
 DK1088                          SUPERSEDED SURVEY CONTROL
 DK1088
 DK1088  NGVD 29 (11/26/84)   39.784  (m)          130.52   (f) ADJUSTED       
 DK1088
 DK1088.Superseded values are not recommended for survey control.
 DK1088
 DK1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1088.See file dsdata.pdf to determine how the superseded data were derived.
 DK1088
 DK1088_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1088_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1088_MARK LOGO: USACE
 DK1088_MAGNETIC: P = MARKER IS A STEEL PIPE
 DK1088_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1088
 DK1088  HISTORY     - Date     Condition        Report By
 DK1088  HISTORY     - UNK      MONUMENTED       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1489 ***********************************************************************
 EJ1489  DESIGNATION -  767
 EJ1489  PID         -  EJ1489
 EJ1489  STATE/COUNTY-  AR/MONTGOMERY
 EJ1489  COUNTRY     -  US
 EJ1489  USGS QUAD   -  STORY (2017)
 EJ1489
 EJ1489                         *CURRENT SURVEY CONTROL
 EJ1489  ______________________________________________________________________
 EJ1489* NAD 83(1986) POSITION- 34 43 45.     (N) 093 30 16.     (W)   SCALED
 EJ1489* NAVD 88 ORTHO HEIGHT -   233.81  (+/-2cm)      767.1   (feet) VERTCON3
 EJ1489  ______________________________________________________________________
 EJ1489  GEOID HEIGHT    -        -28.916 (meters)                     GEOID18
 EJ1489  VERT ORDER      -  ? (See Below)
 EJ1489
 EJ1489.The horizontal coordinates were scaled from a 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
 EJ1489.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1489.GEOID18 height accuracy estimate available here.
 EJ1489
 EJ1489.The vertical order pertains to the NGVD 29 superseded value.
 EJ1489
 EJ1489.Click photographs - Photos may exist for this station.
 EJ1489
 EJ1489;                    North         East    Units  Estimated Accuracy
 EJ1489;SPC AR S     -   629,780.      262,220.      MT  (+/- 180 meters Scaled)
 EJ1489
 EJ1489_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU538431(NAD 83)
 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
 EJ1489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1489.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1489
 EJ1489_MARKER: P = PIPE CAP
 EJ1489_SETTING: 17 = SET INTO TOP OF 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       NONE
 EJ1489  HISTORY     - 1932     GOOD             CGS
 EJ1489  HISTORY     - 1934     GOOD             CGS
 EJ1489
 EJ1489                          STATION DESCRIPTION
 EJ1489
 EJ1489'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1934
 EJ1489'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EK0116 ***********************************************************************
 EK0116  DESIGNATION -  768
 EK0116  PID         -  EK0116
 EK0116  STATE/COUNTY-  AR/POLK
 EK0116  COUNTRY     -  US
 EK0116  USGS QUAD   -  GILLHAM (2017)
 EK0116
 EK0116                         *CURRENT SURVEY CONTROL
 EK0116  ______________________________________________________________________
 EK0116* NAD 83(1986) POSITION- 34 12 11.     (N) 094 20 56.     (W)   SCALED
 EK0116* NAVD 88 ORTHO HEIGHT -   234.267 (meters)      768.59  (feet) ADJUSTED
 EK0116  ______________________________________________________________________
 EK0116  GEOID HEIGHT    -        -28.434 (meters)                     GEOID18
 EK0116  DYNAMIC HEIGHT  -        234.025 (meters)      767.80  (feet) COMP
 EK0116  MODELED GRAVITY -    979,597.6   (mgal)                       NAVD 88
 EK0116
 EK0116  VERT ORDER      -  FIRST     CLASS II
 EK0116
 EK0116.The horizontal coordinates were scaled from a map and have
 EK0116.an estimated accuracy of +/- 6 seconds.
 EK0116
 EK0116.The orthometric height was determined by differential leveling and
 EK0116.adjusted by the NATIONAL GEODETIC SURVEY
 EK0116.in June 1991.
 EK0116
 EK0116.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0116.GEOID18 height accuracy estimate available here.
 EK0116
 EK0116.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT757854(NAD 83)
 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
 EK0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0116.See file dsdata.pdf to determine how the superseded data were derived.
 EK0116
 EK0116_MARKER: P = PIPE CAP
 EK0116_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EK0116_STAMPING: 768 1908
 EK0116_MARK LOGO: USGS
 EK0116_MAGNETIC: P = MARKER IS A STEEL PIPE
 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             CGS
 EK0116  HISTORY     - 1962     GOOD             CGS
 EK0116
 EK0116                          STATION DESCRIPTION
 EK0116
 EK0116'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1962
 EK0116'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1362 ***********************************************************************
 EJ1362  DESIGNATION -  771
 EJ1362  PID         -  EJ1362
 EJ1362  STATE/COUNTY-  AR/HOWARD
 EJ1362  COUNTRY     -  US
 EJ1362  USGS QUAD   -  NEWHOPE (2017)
 EJ1362
 EJ1362                         *CURRENT SURVEY CONTROL
 EJ1362  ______________________________________________________________________
 EJ1362* NAD 83(1986) POSITION- 34 11 53.70   (N) 093 57 22.97   (W)   HD_HELD1
 EJ1362* NAVD 88 ORTHO HEIGHT -   234.876 (meters)      770.59  (feet) ADJUSTED
 EJ1362  ______________________________________________________________________
 EJ1362  GEOID HEIGHT    -        -27.860 (meters)                     GEOID18
 EJ1362  DYNAMIC HEIGHT  -        234.635 (meters)      769.80  (feet) COMP
 EJ1362  MODELED GRAVITY -    979,604.2   (mgal)                       NAVD 88
 EJ1362
 EJ1362  VERT ORDER      -  SECOND    CLASS 0
 EJ1362
 EJ1362.The horizontal coordinates were determined by differentially corrected
 EJ1362.hand held GPS observations or other comparable positioning techniques
 EJ1362.and have an estimated accuracy of +/- 3 meters.
 EJ1362
 EJ1362.The orthometric height was determined by differential leveling and
 EJ1362.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1362.in June 1991.
 EJ1362
 EJ1362.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1362.GEOID18 height accuracy estimate available here.
 EJ1362
 EJ1362.Click photographs - Photos may exist for this station.
 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     -   571,594.6     219,706.1     MT  (+/- 3 meters HH1 GPS) 
 EJ1362
 EJ1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT1188484551(NAD 83)
 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
 EJ1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1362.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1362
 EJ1362_MARKER: P = PIPE CAP
 EJ1362_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EJ1362_STAMPING: HS 771
 EJ1362_MARK LOGO: USGS
 EJ1362_MAGNETIC: P = MARKER IS A STEEL PIPE
 EJ1362_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1362
 EJ1362  HISTORY     - Date     Condition        Report By
 EJ1362  HISTORY     - 1902     MONUMENTED       USGS
 EJ1362  HISTORY     - 1934     GOOD             CGS
 EJ1362  HISTORY     - 1962     MARK NOT FOUND   CGS
 EJ1362
 EJ1362                          STATION DESCRIPTION
 EJ1362
 EJ1362'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1962
 EJ1362'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0334 ***********************************************************************
 FG0334  DESIGNATION -  78
 FG0334  PID         -  FG0334
 FG0334  STATE/COUNTY-  AR/CONWAY
 FG0334  COUNTRY     -  US
 FG0334  USGS QUAD   -  MENIFEE (2017)
 FG0334
 FG0334                         *CURRENT SURVEY CONTROL
 FG0334  ______________________________________________________________________
 FG0334* NAD 83(1986) POSITION- 35 08 31.     (N) 092 33 10.     (W)   SCALED
 FG0334* NAVD 88 ORTHO HEIGHT -    87.918 (meters)      288.44  (feet) ADJUSTED
 FG0334  ______________________________________________________________________
 FG0334  GEOID HEIGHT    -        -28.240 (meters)                     GEOID18
 FG0334  DYNAMIC HEIGHT  -         87.836 (meters)      288.18  (feet) COMP
 FG0334  MODELED GRAVITY -    979,697.6   (mgal)                       NAVD 88
 FG0334
 FG0334  VERT ORDER      -  SECOND    CLASS I
 FG0334
 FG0334.The horizontal coordinates were scaled from a map and have
 FG0334.an estimated accuracy of +/- 6 seconds.
 FG0334
 FG0334.The orthometric height was determined by differential leveling and
 FG0334.adjusted by the NATIONAL GEODETIC SURVEY
 FG0334.in September 2023.
 FG0334
 FG0334.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0334.GEOID18 height accuracy estimate available here.
 FG0334
 FG0334.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU407888(NAD 83)
 FG0334
 FG0334                          SUPERSEDED SURVEY CONTROL
 FG0334
 FG0334  NAVD 88 (06/15/91)   87.925  (m)          288.47   (f) SUPERSEDED  2 0
 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
 FG0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0334.See file dsdata.pdf to determine how the superseded data were derived.
 FG0334
 FG0334_MARKER: DD = SURVEY DISK
 FG0334_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FG0334_MARK LOGO: USACE
 FG0334_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0334
 FG0334  HISTORY     - Date     Condition        Report By
 FG0334  HISTORY     - UNK      MONUMENTED       USACE
 FG0334  HISTORY     - 1967     GOOD             CGS
 FG0334  HISTORY     - 1984     POOR             NGS
 FG0334
 FG0334                          STATION DESCRIPTION
 FG0334
 FG0334'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1443 ***********************************************************************
 EJ1443  DESIGNATION -  787
 EJ1443  PID         -  EJ1443
 EJ1443  STATE/COUNTY-  AR/PIKE
 EJ1443  COUNTRY     -  US
 EJ1443  USGS QUAD   -  LANGLEY (2017)
 EJ1443
 EJ1443                         *CURRENT SURVEY CONTROL
 EJ1443  ______________________________________________________________________
 EJ1443* NAD 83(1986) POSITION- 34 18 45.     (N) 093 50 33.     (W)   SCALED
 EJ1443* NAVD 88 ORTHO HEIGHT -   240.160 (meters)      787.92  (feet) ADJUSTED
 EJ1443  ______________________________________________________________________
 EJ1443  GEOID HEIGHT    -        -28.007 (meters)                     GEOID18
 EJ1443  DYNAMIC HEIGHT  -        239.913 (meters)      787.11  (feet) COMP
 EJ1443  MODELED GRAVITY -    979,601.8   (mgal)                       NAVD 88
 EJ1443
 EJ1443  VERT ORDER      -  SECOND    CLASS 0
 EJ1443
 EJ1443.The horizontal coordinates were scaled from a map and have
 EJ1443.an estimated accuracy of +/- 6 seconds.
 EJ1443
 EJ1443.The orthometric height was determined by differential leveling and
 EJ1443.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1443.in June 1991.
 EJ1443
 EJ1443.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1443.GEOID18 height accuracy estimate available here.
 EJ1443
 EJ1443.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT224971(NAD 83)
 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
 EJ1443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1443.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1443
 EJ1443_MARKER: P = PIPE CAP
 EJ1443_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EJ1443_STAMPING: H.S. 787
 EJ1443_MARK LOGO: USGS
 EJ1443_MAGNETIC: P = MARKER IS A STEEL PIPE
 EJ1443_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1443
 EJ1443  HISTORY     - Date     Condition        Report By
 EJ1443  HISTORY     - 1902     MONUMENTED       USGS
 EJ1443  HISTORY     - 1935     GOOD             CGS
 EJ1443  HISTORY     - 1961     MARK NOT FOUND   CGS
 EJ1443
 EJ1443                          STATION DESCRIPTION
 EJ1443
 EJ1443'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ1443'0.6 MILES EAST OF LANGLEY ALONG BAKER SPRINGS ROAD FROM LANGLEY SCHOOL
 EJ1443'AT 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 COAST AND GEODETIC SURVEY 1961
 EJ1443'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1432 ***********************************************************************
 FG1432  DESIGNATION -  789.8
 FG1432  PID         -  FG1432
 FG1432  STATE/COUNTY-  AR/FRANKLIN
 FG1432  COUNTRY     -  US
 FG1432  USGS QUAD   -  CASS (2017)
 FG1432
 FG1432                         *CURRENT SURVEY CONTROL
 FG1432  ______________________________________________________________________
 FG1432* NAD 83(1986) POSITION- 35 40 40.     (N) 093 46 23.     (W)   SCALED
 FG1432* NAVD 88 ORTHO HEIGHT -   241.17  (+/-2cm)      791.2   (feet) VERTCON3
 FG1432  ______________________________________________________________________
 FG1432  GEOID HEIGHT    -        -28.510 (meters)                     GEOID18
 FG1432  VERT ORDER      -  ? (See Below)
 FG1432
 FG1432.The horizontal coordinates were scaled from a 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
 FG1432.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1432.GEOID18 height accuracy estimate available here.
 FG1432
 FG1432.The vertical order pertains to the NGVD 29 superseded value.
 FG1432
 FG1432.Click photographs - Photos may exist for this station.
 FG1432
 FG1432;                    North         East    Units  Estimated Accuracy
 FG1432;SPC AR N     -   150,600.      239,510.      MT  (+/- 180 meters Scaled)
 FG1432
 FG1432_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV300484(NAD 83)
 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
 FG1432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1432.See file dsdata.pdf to determine how the superseded data were derived.
 FG1432
 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             CGS
 FG1432
 FG1432                          STATION DESCRIPTION
 FG1432
 FG1432'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DK1121 ***********************************************************************
 DK1121  DESIGNATION -  79/3
 DK1121  PID         -  DK1121
 DK1121  STATE/COUNTY-  AR/CHICOT
 DK1121  COUNTRY     -  US
 DK1121  USGS QUAD   -  EMINENCE (2017)
 DK1121
 DK1121                         *CURRENT SURVEY CONTROL
 DK1121  ______________________________________________________________________
 DK1121* NAD 83(1986) POSITION- 33 13 39.     (N) 091 07 30.     (W)   SCALED
 DK1121* NAVD 88 ORTHO HEIGHT -    38.06  (+/-2cm)      124.9   (feet) VERTCON3
 DK1121  ______________________________________________________________________
 DK1121  GEOID HEIGHT    -        -26.261 (meters)                     GEOID18
 DK1121  VERT ORDER      -  ? (See Below)
 DK1121
 DK1121.The horizontal coordinates were scaled from a 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
 DK1121.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1121.GEOID18 height accuracy estimate available here.
 DK1121
 DK1121.The vertical order pertains to the NGVD 29 superseded value.
 DK1121
 DK1121.Click photographs - Photos may exist for this station.
 DK1121
 DK1121;                    North         East    Units  Estimated Accuracy
 DK1121;SPC AR S     -   462,550.      481,560.      MT  (+/- 180 meters Scaled)
 DK1121
 DK1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS747780(NAD 83)
 DK1121
 DK1121                          SUPERSEDED SURVEY CONTROL
 DK1121
 DK1121  NGVD 29 (11/26/84)   38.112  (m)          125.04   (f) ADJUSTED       
 DK1121
 DK1121.Superseded values are not recommended for survey control.
 DK1121
 DK1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1121.See file dsdata.pdf to determine how the superseded data were derived.
 DK1121
 DK1121_MARKER: X = CHISELED CROSS
 DK1121_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DK1121_PROJECTION: PROJECTING 15 CENTIMETERS
 DK1121_MAGNETIC: P = MARKER IS A STEEL PIPE
 DK1121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1121
 DK1121  HISTORY     - Date     Condition        Report By
 DK1121  HISTORY     - UNK      MONUMENTED       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1326 ***********************************************************************
 FF1326  DESIGNATION -  8 B
 FF1326  PID         -  FF1326
 FF1326  STATE/COUNTY-  AR/WHITE
 FF1326  COUNTRY     -  US
 FF1326  USGS QUAD   -  JUDSONIA (2017)
 FF1326
 FF1326                         *CURRENT SURVEY CONTROL
 FF1326  ______________________________________________________________________
 FF1326* NAD 83(1997) POSITION- 35 18 05.77660(N) 091 39 08.24500(W)   ADJUSTED
 FF1326* NAVD 88 ORTHO HEIGHT -   118.707 (meters)      389.46  (feet) ADJUSTED
 FF1326  ______________________________________________________________________
 FF1326  GEOID HEIGHT    -        -27.323 (meters)                     GEOID18
 FF1326  LAPLACE CORR    -          0.16  (seconds)                    DEFLEC18
 FF1326  DYNAMIC HEIGHT  -        118.600 (meters)      389.11  (feet) COMP
 FF1326  MODELED GRAVITY -    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 and
 FF1326.adjusted by the NATIONAL GEODETIC SURVEY
 FF1326.in June 1991.
 FF1326
 FF1326.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1326.GEOID18 height accuracy estimate available here.
 FF1326
 FF1326.Click photographs - Photos may exist for this station.
 FF1326
 FF1326.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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     -   0.99998566  x   0.99994803  =   0.99993369
 FF1326!UTM  15      -   0.99998566  x   0.99978503  =   0.99977069
 FF1326
 FF1326:                Primary Azimuth Mark                     Grid Az
 FF1326:SPC AR N     -  8 B AZ MK                                058 50 12.5
 FF1326:UTM  15      -  8 B AZ MK                                058 15 36.8
 FF1326
 FF1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV2253107323(NAD 83)
 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 (11/26/84)  118.655  (m)          389.29   (f) ADJUSTED    2 0
 FF1326
 FF1326.Superseded values are not recommended for survey control.
 FF1326
 FF1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1326.See file dsdata.pdf to determine how the superseded data were derived.
 FF1326
 FF1326_MARKER: Z = SEE DESCRIPTION
 FF1326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1326_STAMPING: 8B
 FF1326_PROJECTION: PROJECTING 152 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1327 ***********************************************************************
 FF1327  DESIGNATION -  8 B AZ MK
 FF1327  PID         -  FF1327
 FF1327  STATE/COUNTY-  AR/WHITE
 FF1327  COUNTRY     -  US
 FF1327  USGS QUAD   -  JUDSONIA (2017)
 FF1327
 FF1327                         *CURRENT SURVEY CONTROL
 FF1327  ______________________________________________________________________
 FF1327* NAD 83(1986) POSITION- 35 18 16.     (N) 091 38 56.     (W)   SCALED
 FF1327* NAVD 88 ORTHO HEIGHT -   112.896 (meters)      370.39  (feet) ADJUSTED
 FF1327  ______________________________________________________________________
 FF1327  GEOID HEIGHT    -        -27.321 (meters)                     GEOID18
 FF1327  DYNAMIC HEIGHT  -        112.795 (meters)      370.06  (feet) COMP
 FF1327  MODELED GRAVITY -    979,734.5   (mgal)                       NAVD 88
 FF1327
 FF1327  VERT ORDER      -  SECOND    CLASS 0
 FF1327
 FF1327.The horizontal coordinates were scaled from a map and have
 FF1327.an estimated accuracy of +/- 6 seconds.
 FF1327
 FF1327.The orthometric height was determined by differential leveling and
 FF1327.adjusted by the NATIONAL GEODETIC SURVEY
 FF1327.in June 1991.
 FF1327
 FF1327.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1327.GEOID18 height accuracy estimate available here.
 FF1327
 FF1327.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV228076(NAD 83)
 FF1327
 FF1327                          SUPERSEDED SURVEY CONTROL
 FF1327
 FF1327  NGVD 29 (11/26/84)  112.846  (m)          370.23   (f) ADJUSTED    2 0
 FF1327
 FF1327.Superseded values are not recommended for survey control.
 FF1327
 FF1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1327.See file dsdata.pdf to determine how the superseded data were derived.
 FF1327
 FF1327_MARKER: DZ = AZIMUTH MARK DISK
 FF1327_SETTING: 7 = 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 = MARCH 20, 2026 22:17:28 EDT
 FG0269 ***********************************************************************
 FG0269  DESIGNATION -  8 WMH
 FG0269  PID         -  FG0269
 FG0269  STATE/COUNTY-  AR/FAULKNER
 FG0269  COUNTRY     -  US
 FG0269  USGS QUAD   -  DAMASCUS (2017)
 FG0269
 FG0269                         *CURRENT SURVEY CONTROL
 FG0269  ______________________________________________________________________
 FG0269* NAD 83(1986) POSITION- 35 19 10.     (N) 092 24 39.     (W)   SCALED
 FG0269* NAVD 88 ORTHO HEIGHT -   164.254 (meters)      538.89  (feet) ADJUSTED
 FG0269  ______________________________________________________________________
 FG0269  GEOID HEIGHT    -        -28.030 (meters)                     GEOID18
 FG0269  DYNAMIC HEIGHT  -        164.101 (meters)      538.39  (feet) COMP
 FG0269  MODELED GRAVITY -    979,704.0   (mgal)                       NAVD 88
 FG0269
 FG0269  VERT ORDER      -  SECOND    CLASS 0
 FG0269
 FG0269.The horizontal coordinates were scaled from a map and have
 FG0269.an estimated accuracy of +/- 6 seconds.
 FG0269
 FG0269.The orthometric height was determined by differential leveling and
 FG0269.adjusted by the NATIONAL GEODETIC SURVEY
 FG0269.in June 1991.
 FG0269
 FG0269.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0269.GEOID18 height accuracy estimate available here.
 FG0269
 FG0269.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV535086(NAD 83)
 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
 FG0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0269.See file dsdata.pdf to determine how the superseded data were derived.
 FG0269
 FG0269_MARKER: DB = BENCH MARK DISK
 FG0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0269_STAMPING: 8 WMH 1960
 FG0269_MARK LOGO: USGS
 FG0269_PROJECTION: PROJECTING 5 CENTIMETERS
 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             CGS
 FG0269
 FG0269                          STATION DESCRIPTION
 FG0269
 FG0269'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EH1761 ***********************************************************************
 EH1761  DESIGNATION -  8/9
 EH1761  PID         -  EH1761
 EH1761  STATE/COUNTY-  AR/JEFFERSON
 EH1761  COUNTRY     -  US
 EH1761  USGS QUAD   -  ROB ROY (2017)
 EH1761
 EH1761                         *CURRENT SURVEY CONTROL
 EH1761  ______________________________________________________________________
 EH1761* NAD 83(1986) POSITION- 34 16 42.     (N) 091 53 11.     (W)   SCALED
 EH1761* NAVD 88 ORTHO HEIGHT -    62.804 (meters)      206.05  (feet) ADJUSTED
 EH1761  ______________________________________________________________________
 EH1761  GEOID HEIGHT    -        -26.066 (meters)                     GEOID18
 EH1761  DYNAMIC HEIGHT  -         62.743 (meters)      205.85  (feet) COMP
 EH1761  MODELED GRAVITY -    979,668.4   (mgal)                       NAVD 88
 EH1761
 EH1761  VERT ORDER      -  SECOND    CLASS 0
 EH1761
 EH1761.The horizontal coordinates were scaled from a map and have
 EH1761.an estimated accuracy of +/- 6 seconds.
 EH1761
 EH1761.The orthometric height was determined by differential leveling and
 EH1761.adjusted by the NATIONAL GEODETIC SURVEY
 EH1761.in August 1993.
 EH1761
 EH1761.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1761.GEOID18 height accuracy estimate available here.
 EH1761
 EH1761.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT025935(NAD 83)
 EH1761
 EH1761                          SUPERSEDED SURVEY CONTROL
 EH1761
 EH1761  NAVD 88 (06/15/91)   62.805  (m)          206.05   (f) SUPERSEDED  2 0
 EH1761  NGVD 29 (11/26/84)   62.836  (m)          206.15   (f) ADJUSTED    2 0
 EH1761
 EH1761.Superseded values are not recommended for survey control.
 EH1761
 EH1761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1761.See file dsdata.pdf to determine how the superseded data were derived.
 EH1761
 EH1761_MARKER: DD = SURVEY DISK
 EH1761_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1761_STAMPING: B M 8/9
 EH1761_MARK LOGO: USACE
 EH1761_MAGNETIC: P = MARKER IS A STEEL PIPE
 EH1761_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1761
 EH1761  HISTORY     - Date     Condition        Report By
 EH1761  HISTORY     - UNK      MONUMENTED       USACE
 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 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 = MARCH 20, 2026 22:17:28 EDT
 EH1760 ***********************************************************************
 EH1760  DESIGNATION -  8/9 REF
 EH1760  PID         -  EH1760
 EH1760  STATE/COUNTY-  AR/JEFFERSON
 EH1760  COUNTRY     -  US
 EH1760  USGS QUAD   -  ROB ROY (2017)
 EH1760
 EH1760                         *CURRENT SURVEY CONTROL
 EH1760  ______________________________________________________________________
 EH1760* NAD 83(1986) POSITION- 34 16 36.     (N) 091 53 01.     (W)   SCALED
 EH1760* NAVD 88 ORTHO HEIGHT -    63.016 (meters)      206.75  (feet) ADJUSTED
 EH1760  ______________________________________________________________________
 EH1760  GEOID HEIGHT    -        -26.066 (meters)                     GEOID18
 EH1760  DYNAMIC HEIGHT  -         62.955 (meters)      206.54  (feet) COMP
 EH1760  MODELED GRAVITY -    979,668.3   (mgal)                       NAVD 88
 EH1760
 EH1760  VERT ORDER      -  SECOND    CLASS 0
 EH1760
 EH1760.The horizontal coordinates were scaled from a map and have
 EH1760.an estimated accuracy of +/- 6 seconds.
 EH1760
 EH1760.The orthometric height was determined by differential leveling and
 EH1760.adjusted by the NATIONAL GEODETIC SURVEY
 EH1760.in August 1993.
 EH1760
 EH1760.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1760.GEOID18 height accuracy estimate available here.
 EH1760
 EH1760.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT027933(NAD 83)
 EH1760
 EH1760                          SUPERSEDED SURVEY CONTROL
 EH1760
 EH1760  NAVD 88 (06/15/91)   63.018  (m)          206.75   (f) SUPERSEDED  2 0
 EH1760  NGVD 29 (11/26/84)   63.049  (m)          206.85   (f) ADJUSTED    2 0
 EH1760
 EH1760.Superseded values are not recommended for survey control.
 EH1760
 EH1760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1760.See file dsdata.pdf to determine how the superseded data were derived.
 EH1760
 EH1760_MARKER: P = PIPE CAP
 EH1760_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1760_STAMPING: B M REF 8/9
 EH1760_MARK LOGO: USACE
 EH1760_PROJECTION: RECESSED 30 CENTIMETERS
 EH1760_MAGNETIC: P = MARKER IS A STEEL PIPE
 EH1760_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1760
 EH1760  HISTORY     - Date     Condition        Report By
 EH1760  HISTORY     - UNK      MONUMENTED       USACE
 EH1760  HISTORY     - 1940     GOOD             CGS
 EH1760
 EH1760                          STATION DESCRIPTION
 EH1760
 EH1760'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0088 ***********************************************************************
 EJ0088  DESIGNATION -  80
 EJ0088  PID         -  EJ0088
 EJ0088  STATE/COUNTY-  AR/PULASKI
 EJ0088  COUNTRY     -  US
 EJ0088  USGS QUAD   -  WOODSON (2017)
 EJ0088
 EJ0088                         *CURRENT SURVEY CONTROL
 EJ0088  ______________________________________________________________________
 EJ0088* NAD 83(1986) POSITION- 34 30 13.     (N) 092 12 15.     (W)   SCALED
 EJ0088* NAVD 88 ORTHO HEIGHT -    78.058 (meters)      256.10  (feet) ADJUSTED
 EJ0088  ______________________________________________________________________
 EJ0088  GEOID HEIGHT    -        -26.209 (meters)                     GEOID18
 EJ0088  DYNAMIC HEIGHT  -         77.984 (meters)      255.85  (feet) COMP
 EJ0088  MODELED GRAVITY -    979,686.8   (mgal)                       NAVD 88
 EJ0088
 EJ0088  VERT ORDER      -  FIRST     CLASS II
 EJ0088
 EJ0088.The horizontal coordinates were scaled from a map and have
 EJ0088.an estimated accuracy of +/- 6 seconds.
 EJ0088
 EJ0088.The orthometric height was determined by differential leveling and
 EJ0088.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0088.in June 1991.
 EJ0088
 EJ0088.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0088.GEOID18 height accuracy estimate available here.
 EJ0088
 EJ0088.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU730182(NAD 83)
 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
 EJ0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0088.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0088
 EJ0088_MARKER: DR = REFERENCE MARK DISK
 EJ0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0088_STAMPING: 80
 EJ0088_MARK LOGO: USACE
 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       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 DK0974 ***********************************************************************
 DK0974  DESIGNATION -  800 A BOLT
 DK0974  PID         -  DK0974
 DK0974  STATE/COUNTY-  AR/DESHA
 DK0974  COUNTRY     -  US
 DK0974  USGS QUAD   -  ARKANSAS CITY (2017)
 DK0974
 DK0974                         *CURRENT SURVEY CONTROL
 DK0974  ______________________________________________________________________
 DK0974* NAD 83(1986) POSITION- 33 36 13.     (N) 091 12 24.     (W)   SCALED
 DK0974* NAVD 88 ORTHO HEIGHT -    40.908 (meters)      134.21  (feet) ADJUSTED
 DK0974  ______________________________________________________________________
 DK0974  GEOID HEIGHT    -        -26.486 (meters)                     GEOID18
 DK0974  DYNAMIC HEIGHT  -         40.865 (meters)      134.07  (feet) COMP
 DK0974  MODELED GRAVITY -    979,592.4   (mgal)                       NAVD 88
 DK0974
 DK0974  VERT ORDER      -  FIRST     CLASS II
 DK0974
 DK0974.The horizontal coordinates were scaled from a map and have
 DK0974.an estimated accuracy of +/- 6 seconds.
 DK0974
 DK0974.The orthometric height was determined by differential leveling and
 DK0974.adjusted by the NATIONAL GEODETIC SURVEY
 DK0974.in June 1991.
 DK0974
 DK0974.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK0974.GEOID18 height accuracy estimate available here.
 DK0974
 DK0974.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT663196(NAD 83)
 DK0974
 DK0974                          SUPERSEDED SURVEY CONTROL
 DK0974
 DK0974  NGVD 29 (11/26/84)   41.026  (m)          134.60   (f) ADJUSTED    1 2
 DK0974
 DK0974.Superseded values are not recommended for survey control.
 DK0974
 DK0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0974.See file dsdata.pdf to determine how the superseded data were derived.
 DK0974
 DK0974_MARKER: B = BOLT
 DK0974_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK0974_SP_SET: UNDERGROUND STONE
 DK0974_STAMPING: 800
 DK0974_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0974
 DK0974  HISTORY     - Date     Condition        Report By
 DK0974  HISTORY     - UNK      MONUMENTED       USACE
 DK0974  HISTORY     - 1934     GOOD             CGS
 DK0974  HISTORY     - 1939     GOOD             CGS
 DK0974
 DK0974                          STATION DESCRIPTION
 DK0974
 DK0974'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 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 = MARCH 20, 2026 22:17:28 EDT
 DK0975 ***********************************************************************
 DK0975  DESIGNATION -  800 A CAP
 DK0975  PID         -  DK0975
 DK0975  STATE/COUNTY-  AR/DESHA
 DK0975  COUNTRY     -  US
 DK0975  USGS QUAD   -  ARKANSAS CITY (2017)
 DK0975
 DK0975                         *CURRENT SURVEY CONTROL
 DK0975  ______________________________________________________________________
 DK0975* NAD 83(1986) POSITION- 33 36 12.     (N) 091 12 24.     (W)   SCALED
 DK0975* NAVD 88 ORTHO HEIGHT -    42.135 (meters)      138.24  (feet) ADJUSTED
 DK0975  ______________________________________________________________________
 DK0975  GEOID HEIGHT    -        -26.486 (meters)                     GEOID18
 DK0975  DYNAMIC HEIGHT  -         42.091 (meters)      138.09  (feet) COMP
 DK0975  MODELED GRAVITY -    979,592.4   (mgal)                       NAVD 88
 DK0975
 DK0975  VERT ORDER      -  FIRST     CLASS II
 DK0975
 DK0975.The horizontal coordinates were scaled from a map and have
 DK0975.an estimated accuracy of +/- 6 seconds.
 DK0975
 DK0975.The orthometric height was determined by differential leveling and
 DK0975.adjusted by the NATIONAL GEODETIC SURVEY
 DK0975.in June 1991.
 DK0975
 DK0975.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK0975.GEOID18 height accuracy estimate available here.
 DK0975
 DK0975.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT663196(NAD 83)
 DK0975
 DK0975                          SUPERSEDED SURVEY CONTROL
 DK0975
 DK0975  NGVD 29 (11/26/84)   42.254  (m)          138.63   (f) ADJUSTED    1 2
 DK0975
 DK0975.Superseded values are not recommended for survey control.
 DK0975
 DK0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0975.See file dsdata.pdf to determine how the superseded data were derived.
 DK0975
 DK0975_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK0975_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK0975_MARK LOGO: USACE
 DK0975_MAGNETIC: P = MARKER IS A STEEL PIPE
 DK0975_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0975
 DK0975  HISTORY     - Date     Condition        Report By
 DK0975  HISTORY     - UNK      MONUMENTED       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0918 ***********************************************************************
 FG0918  DESIGNATION -  814.6
 FG0918  PID         -  FG0918
 FG0918  STATE/COUNTY-  AR/JOHNSON
 FG0918  COUNTRY     -  US
 FG0918  USGS QUAD   -  HAGARVILLE (2017)
 FG0918
 FG0918                         *CURRENT SURVEY CONTROL
 FG0918  ______________________________________________________________________
 FG0918* NAD 83(1986) POSITION- 35 32 50.     (N) 093 18 39.     (W)   SCALED
 FG0918* NAVD 88 ORTHO HEIGHT -   248.457 (meters)      815.15  (feet) ADJUSTED
 FG0918  ______________________________________________________________________
 FG0918  GEOID HEIGHT    -        -28.743 (meters)                     GEOID18
 FG0918  DYNAMIC HEIGHT  -        248.223 (meters)      814.38  (feet) COMP
 FG0918  MODELED GRAVITY -    979,686.0   (mgal)                       NAVD 88
 FG0918
 FG0918  VERT ORDER      -  SECOND    CLASS 0
 FG0918
 FG0918.The horizontal coordinates were scaled from a map and have
 FG0918.an estimated accuracy of +/- 6 seconds.
 FG0918
 FG0918.The orthometric height was determined by differential leveling and
 FG0918.adjusted by the NATIONAL GEODETIC SURVEY
 FG0918.in June 1991.
 FG0918
 FG0918.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0918.GEOID18 height accuracy estimate available here.
 FG0918
 FG0918.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV718337(NAD 83)
 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
 FG0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0918.See file dsdata.pdf to determine how the superseded data were derived.
 FG0918
 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             CGS
 FG0918
 FG0918                          STATION DESCRIPTION
 FG0918
 FG0918'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0227 ***********************************************************************
 EJ0227  DESIGNATION -  82
 EJ0227  PID         -  EJ0227
 EJ0227  STATE/COUNTY-  AR/SALINE
 EJ0227  COUNTRY     -  US
 EJ0227  USGS QUAD   -  ALEXANDER (2017)
 EJ0227
 EJ0227                         *CURRENT SURVEY CONTROL
 EJ0227  ______________________________________________________________________
 EJ0227* NAD 83(1986) POSITION- 34 38 46.     (N) 092 26 40.     (W)   SCALED
 EJ0227* NAVD 88 ORTHO HEIGHT -   101.121 (meters)      331.76  (feet) ADJUSTED
 EJ0227  ______________________________________________________________________
 EJ0227  GEOID HEIGHT    -        -26.459 (meters)                     GEOID18
 EJ0227  DYNAMIC HEIGHT  -        101.027 (meters)      331.45  (feet) COMP
 EJ0227  MODELED GRAVITY -    979,707.9   (mgal)                       NAVD 88
 EJ0227
 EJ0227  VERT ORDER      -  SECOND    CLASS 0
 EJ0227
 EJ0227.The horizontal coordinates were scaled from a map and have
 EJ0227.an estimated accuracy of +/- 6 seconds.
 EJ0227
 EJ0227.The orthometric height was determined by differential leveling and
 EJ0227.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0227.in June 1991.
 EJ0227
 EJ0227.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0227.GEOID18 height accuracy estimate available here.
 EJ0227
 EJ0227.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU509339(NAD 83)
 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
 EJ0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0227.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0227
 EJ0227_MARKER: DD = SURVEY DISK
 EJ0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0227_STAMPING: STA NO 82 1934
 EJ0227_MARK LOGO: CGS+SS
 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       ARGS
 EJ0227  HISTORY     - 1960     POOR             CGS
 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DP9707 ***********************************************************************
 DP9707  DESIGNATION -  8284
 DP9707  PID         -  DP9707
 DP9707  STATE/COUNTY-  AR/GARLAND
 DP9707  COUNTRY     -  US
 DP9707  USGS QUAD   -  HOT SPRINGS NORTH (2017)
 DP9707
 DP9707                         *CURRENT SURVEY CONTROL
 DP9707  ______________________________________________________________________
 DP9707* NAD 83(1986) POSITION- 34 30 09.5    (N) 093 03 01.8    (W)   HD_HELD2
 DP9707* NAVD 88 ORTHO HEIGHT -   170.944 (meters)      560.84  (feet) ADJUSTED
 DP9707  ______________________________________________________________________
 DP9707  GEOID HEIGHT    -        -27.205 (meters)                     GEOID18
 DP9707  DYNAMIC HEIGHT  -        170.776 (meters)      560.29  (feet) COMP
 DP9707  MODELED GRAVITY -    979,648.5   (mgal)                       NAVD 88
 DP9707
 DP9707  VERT ORDER      -  SECOND    CLASS I
 DP9707
 DP9707.The horizontal coordinates were established by autonomous hand held GPS
 DP9707.observations and have an estimated accuracy of +/- 10 meters.
 DP9707
 DP9707.The orthometric height was determined by differential leveling and
 DP9707.adjusted by the NATIONAL GEODETIC SURVEY
 DP9707.in December 2015.
 DP9707
 DP9707.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9707.GEOID18 height accuracy estimate available here.
 DP9707
 DP9707.Click photographs - Photos may exist for this station.
 DP9707
 DP9707.The dynamic height is computed by dividing the NAVD 88
 DP9707.geopotential number by the normal gravity value computed on the
 DP9707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9707.degrees latitude (g = 980.6199 gals.).
 DP9707
 DP9707.The modeled gravity was interpolated from observed gravity values.
 DP9707
 DP9707;                    North         East    Units  Estimated Accuracy
 DP9707;SPC AR S     -   604,130.      303,531.      MT  (+/- 10 meters HH2 GPS)
 DP9707
 DP9707_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU9536417891(NAD 83)
 DP9707
 DP9707                          SUPERSEDED SURVEY CONTROL
 DP9707
 DP9707.No superseded survey control is available for this station.
 DP9707
 DP9707_MARKER: DB = BENCH MARK DISK
 DP9707_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DP9707_SP_SET: SIDEWALK
 DP9707_STAMPING: 8284
 DP9707_MARK LOGO: DI
 DP9707_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP9707_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP9707
 DP9707  HISTORY     - Date     Condition        Report By
 DP9707  HISTORY     - 20141204 MONUMENTED       BFENG
 DP9707
 DP9707                          STATION DESCRIPTION
 DP9707
 DP9707'DESCRIBED BY B AND F ENGINEERING 2014 (KDW)
 DP9707'THE STATION IS LOCATED ABOUT 8.5 MI (13.7 KM) SOUTHEAST OF MOUNTAIN
 DP9707'PINE, 6.0 MI (9.7 KM) SOUTHWEST OF FOUNTAIN LAKE AND IN THE TOWN OF
 DP9707'HOT SPRINGS, AR.  STATION IS 0.35 MI (0.6 KM) SOUTH-SOUTHEAST OF OLD
 DP9707'RAILROAD DEPOT BUILDING.
 DP9707'
 DP9707'TO REACH FROM THE INTERSECTION OF GRAND AVENUE AND CENTRAL AVENUE, GO
 DP9707'0.3 MI (0.5 KM) EAST ON GRAND AVENUE TO THE STATION ON THE RIGHT.
 DP9707'STATION IS AT SOUTHEAST CORNER OF A BOX CULVERT GOING UNDER GRAND
 DP9707'AVENUE.
 DP9707'
 DP9707'IT IS 37 FT (11.3 M) WEST OF THE CENTERLINE RAILROAD TRACKS, 16 FT
 DP9707'(4.9 M) SOUTH OF THE CENTERLINE EAST BOUND LANES GRAND AVENUE.  AND
 DP9707'2.2 FT (0.7 M) WEST OF EAST END CONCRETE SIDEWALK.  STATION IS SET
 DP9707'FLUSH IN CONCRETE SIDEWALK.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0367 ***********************************************************************
 GF0367  DESIGNATION -  846
 GF0367  PID         -  GF0367
 GF0367  STATE/COUNTY-  AR/NEWTON
 GF0367  COUNTRY     -  US
 GF0367  USGS QUAD   -  JASPER (2017)
 GF0367
 GF0367                         *CURRENT SURVEY CONTROL
 GF0367  ______________________________________________________________________
 GF0367* NAD 83(1986) POSITION- 36 04 58.5    (N) 093 08 14.5    (W)   HD_HELD2
 GF0367* NAVD 88 ORTHO HEIGHT -   257.30  (+/-2cm)      844.2   (feet) VERTCON3
 GF0367  ______________________________________________________________________
 GF0367  GEOID HEIGHT    -        -28.230 (meters)                     GEOID18
 GF0367  VERT ORDER      -  ? (See Below)
 GF0367
 GF0367.The horizontal coordinates were established by autonomous hand held GPS
 GF0367.observations and have an estimated accuracy of +/- 10 meters.
 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
 GF0367.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0367.GEOID18 height accuracy estimate available here.
 GF0367
 GF0367.The vertical order pertains to the NGVD 29 superseded value.
 GF0367
 GF0367.Click photographs - Photos may exist for this station.
 GF0367
 GF0367;                    North         East    Units  Estimated Accuracy
 GF0367;SPC AR N     -   194,697.      297,564.      MT  (+/- 10 meters HH2 GPS)
 GF0367
 GF0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV8763293153(NAD 83)
 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
 GF0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0367.See file dsdata.pdf to determine how the superseded data were derived.
 GF0367
 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     - 1932     MONUMENTED       CGS
 GF0367
 GF0367                          STATION DESCRIPTION
 GF0367
 GF0367'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0630 ***********************************************************************
 EJ0630  DESIGNATION -  86
 EJ0630  PID         -  EJ0630
 EJ0630  STATE/COUNTY-  AR/GRANT
 EJ0630  COUNTRY     -  US
 EJ0630  USGS QUAD   -  CANE CREEK (2017)
 EJ0630
 EJ0630                         *CURRENT SURVEY CONTROL
 EJ0630  ______________________________________________________________________
 EJ0630* NAD 83(1986) POSITION- 34 29 41.     (N) 092 20 54.     (W)   SCALED
 EJ0630* NAVD 88 ORTHO HEIGHT -   101.309 (meters)      332.38  (feet) ADJUSTED
 EJ0630  ______________________________________________________________________
 EJ0630  GEOID HEIGHT    -        -26.208 (meters)                     GEOID18
 EJ0630  DYNAMIC HEIGHT  -        101.213 (meters)      332.06  (feet) COMP
 EJ0630  MODELED GRAVITY -    979,684.3   (mgal)                       NAVD 88
 EJ0630
 EJ0630  VERT ORDER      -  SECOND    CLASS 0
 EJ0630
 EJ0630.The horizontal coordinates were scaled from a map and have
 EJ0630.an estimated accuracy of +/- 6 seconds.
 EJ0630
 EJ0630.The orthometric height was determined by differential leveling and
 EJ0630.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0630.in June 1991.
 EJ0630
 EJ0630.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0630.GEOID18 height accuracy estimate available here.
 EJ0630
 EJ0630.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU598172(NAD 83)
 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
 EJ0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0630.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0630
 EJ0630_MARKER: DB = BENCH MARK DISK
 EJ0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0630_STAMPING: STA NO 86 1934
 EJ0630_MARK LOGO: USACE
 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       USACE
 EJ0630  HISTORY     - 1964     GOOD             CGS
 EJ0630
 EJ0630                          STATION DESCRIPTION
 EJ0630
 EJ0630'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0701 ***********************************************************************
 FF0701  DESIGNATION -  865
 FF0701  PID         -  FF0701
 FF0701  STATE/COUNTY-  AR/CROSS
 FF0701  COUNTRY     -  US
 FF0701  USGS QUAD   -  VANNDALE (2017)
 FF0701
 FF0701                         *CURRENT SURVEY CONTROL
 FF0701  ______________________________________________________________________
 FF0701* NAD 83(1986) POSITION- 35 16 51.     (N) 090 46 46.     (W)   SCALED
 FF0701* NAVD 88 ORTHO HEIGHT -    84.458 (meters)      277.09  (feet) ADJUSTED
 FF0701  ______________________________________________________________________
 FF0701  GEOID HEIGHT    -        -27.253 (meters)                     GEOID18
 FF0701  DYNAMIC HEIGHT  -         84.382 (meters)      276.84  (feet) COMP
 FF0701  MODELED GRAVITY -    979,735.0   (mgal)                       NAVD 88
 FF0701
 FF0701  VERT ORDER      -  FIRST     CLASS II
 FF0701
 FF0701.The horizontal coordinates were scaled from a map and have
 FF0701.an estimated accuracy of +/- 6 seconds.
 FF0701
 FF0701.The orthometric height was determined by differential leveling and
 FF0701.adjusted by the NATIONAL GEODETIC SURVEY
 FF0701.in June 1991.
 FF0701
 FF0701.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0701.GEOID18 height accuracy estimate available here.
 FF0701
 FF0701.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV019064(NAD 83)
 FF0701
 FF0701                          SUPERSEDED SURVEY CONTROL
 FF0701
 FF0701  NGVD 29 (11/26/84)   84.422  (m)          276.97   (f) ADJUSTED    1 2
 FF0701
 FF0701.Superseded values are not recommended for survey control.
 FF0701
 FF0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0701.See file dsdata.pdf to determine how the superseded data were derived.
 FF0701
 FF0701_MARKER: R = RIVET
 FF0701_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FF0701_SP_SET: CULVERT HEADWALL
 FF0701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0701+STABILITY: SURFACE MOTION
 FF0701_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0701+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2011
 FF0701
 FF0701  HISTORY     - Date     Condition        Report By
 FF0701  HISTORY     - UNK      MONUMENTED       MPRR
 FF0701  HISTORY     - 1956     GOOD             CGS
 FF0701  HISTORY     - 20090708 GOOD             NGS
 FF0701  HISTORY     - 20110911 GOOD             ARHD
 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.
 FF0701
 FF0701                          STATION RECOVERY (2009)
 FF0701
 FF0701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2009 (JBW)
 FF0701'0.40 MILE PACK DOWN TRACKS, SOUTH OF BENCH MARK C 182.
 FF0701
 FF0701                          STATION RECOVERY (2011)
 FF0701
 FF0701'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (JDH)
 FF0701'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0010 ***********************************************************************
 EJ0010  DESIGNATION -  87
 EJ0010  PID         -  EJ0010
 EJ0010  STATE/COUNTY-  AR/PULASKI
 EJ0010  COUNTRY     -  US
 EJ0010  USGS QUAD   -  NORTH LITTLE ROCK (2017)
 EJ0010
 EJ0010                         *CURRENT SURVEY CONTROL
 EJ0010  ______________________________________________________________________
 EJ0010* NAD 83(1986) POSITION- 34 51 50.33   (N) 092 21 43.87   (W)   HD_HELD1
 EJ0010* NAVD 88 ORTHO HEIGHT -    81.786 (meters)      268.33  (feet) ADJUSTED
 EJ0010  ______________________________________________________________________
 EJ0010  GEOID HEIGHT    -        -27.130 (meters)                     GEOID18
 EJ0010  DYNAMIC HEIGHT  -         81.709 (meters)      268.07  (feet) COMP
 EJ0010  MODELED GRAVITY -    979,701.7   (mgal)                       NAVD 88
 EJ0010
 EJ0010  VERT ORDER      -  SECOND    CLASS 0
 EJ0010
 EJ0010.The horizontal coordinates were determined by differentially corrected
 EJ0010.hand held GPS observations or other comparable positioning techniques
 EJ0010.and have an estimated accuracy of +/- 3 meters.
 EJ0010
 EJ0010.The orthometric height was determined by differential leveling and
 EJ0010.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0010.in June 1991.
 EJ0010
 EJ0010.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0010.GEOID18 height accuracy estimate available here.
 EJ0010
 EJ0010.Click photographs - Photos may exist for this station.
 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     -   643,778.3     366,881.4     MT  (+/- 3 meters HH1 GPS) 
 EJ0010
 EJ0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5829858144(NAD 83)
 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
 EJ0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0010.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0010
 EJ0010_MARKER: DD = SURVEY DISK
 EJ0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0010_STAMPING: 87
 EJ0010_MARK LOGO: USACE
 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       USACE
 EJ0010  HISTORY     - 1939     GOOD             CGS
 EJ0010  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0010
 EJ0010                          STATION DESCRIPTION
 EJ0010
 EJ0010'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EK0223 ***********************************************************************
 EK0223  DESIGNATION -  871
 EK0223  PID         -  EK0223
 EK0223  STATE/COUNTY-  AR/HOWARD
 EK0223  COUNTRY     -  US
 EK0223  USGS QUAD   -  BAKER SPRINGS (2017)
 EK0223
 EK0223                         *CURRENT SURVEY CONTROL
 EK0223  ______________________________________________________________________
 EK0223* NAD 83(1986) POSITION- 34 17 26.     (N) 094 13 12.     (W)   SCALED
 EK0223* NAVD 88 ORTHO HEIGHT -   265.729 (meters)      871.81  (feet) ADJUSTED
 EK0223  ______________________________________________________________________
 EK0223  GEOID HEIGHT    -        -28.605 (meters)                     GEOID18
 EK0223  DYNAMIC HEIGHT  -        265.456 (meters)      870.92  (feet) COMP
 EK0223  MODELED GRAVITY -    979,601.8   (mgal)                       NAVD 88
 EK0223
 EK0223  VERT ORDER      -  SECOND    CLASS 0
 EK0223
 EK0223.The horizontal coordinates were scaled from a map and have
 EK0223.an estimated accuracy of +/- 6 seconds.
 EK0223
 EK0223.The orthometric height was determined by differential leveling and
 EK0223.adjusted by the NATIONAL GEODETIC SURVEY
 EK0223.in June 1991.
 EK0223
 EK0223.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0223.GEOID18 height accuracy estimate available here.
 EK0223
 EK0223.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT877950(NAD 83)
 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
 EK0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0223.See file dsdata.pdf to determine how the superseded data were derived.
 EK0223
 EK0223_MARKER: P = PIPE CAP
 EK0223_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EK0223_STAMPING: 871 1908
 EK0223_MARK LOGO: USGS
 EK0223_MAGNETIC: P = MARKER IS A STEEL PIPE
 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             CGS
 EK0223  HISTORY     - 1961     GOOD             CGS
 EK0223
 EK0223                          STATION DESCRIPTION
 EK0223
 EK0223'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1961
 EK0223'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EK0649 ***********************************************************************
 EK0649  DESIGNATION -  871 RESET
 EK0649  PID         -  EK0649
 EK0649  STATE/COUNTY-  AR/HOWARD
 EK0649  COUNTRY     -  US
 EK0649  USGS QUAD   -  BAKER SPRINGS (2017)
 EK0649
 EK0649                         *CURRENT SURVEY CONTROL
 EK0649  ______________________________________________________________________
 EK0649* NAD 83(1986) POSITION- 34 17 26.     (N) 094 13 12.     (W)   SCALED
 EK0649* NAVD 88 ORTHO HEIGHT -   264.33  (meters)      867.2   (feet) RESET
 EK0649  ______________________________________________________________________
 EK0649  GEOID HEIGHT    -        -28.605 (meters)                     GEOID18
 EK0649  VERT ORDER      -  THIRD
 EK0649
 EK0649.The horizontal coordinates were scaled from a map and have
 EK0649.an estimated accuracy of +/- 6 seconds.
 EK0649
 EK0649.The orthometric height was computed from unverified reset data.
 EK0649
 EK0649.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0649.GEOID18 height accuracy estimate available here.
 EK0649
 EK0649.Click photographs - Photos may exist for this station.
 EK0649
 EK0649;                    North         East    Units  Estimated Accuracy
 EK0649;SPC AR S     -   582,330.      195,640.      MT  (+/- 180 meters Scaled)
 EK0649
 EK0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT877950(NAD 83)
 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
 EK0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0649.See file dsdata.pdf to determine how the superseded data were derived.
 EK0649
 EK0649_MARKER: DV = VERTICAL CONTROL DISK
 EK0649_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EK0649+WITH SETTING: INFORMATION.
 EK0649_STAMPING: 871 USGS RESET 1979
 EK0649_MARK LOGO: NGS
 EK0649_PROJECTION: PROJECTING 5 CENTIMETERS
 EK0649_MAGNETIC: I = MARKER IS A STEEL ROD
 EK0649_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0649_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EK0649+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2017
 EK0649_ROD/PIPE-DEPTH: 1.22 meters
 EK0649
 EK0649  HISTORY     - Date     Condition        Report By
 EK0649  HISTORY     - 1979     MONUMENTED       NGS
 EK0649  HISTORY     - 20170626 GOOD             ARHD
 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.
 EK0649
 EK0649                          STATION RECOVERY (2017)
 EK0649
 EK0649'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2017 (MAR)
 EK0649'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0732 ***********************************************************************
 FG0732  DESIGNATION -  881.7
 FG0732  PID         -  FG0732
 FG0732  STATE/COUNTY-  AR/NEWTON
 FG0732  COUNTRY     -  US
 FG0732  USGS QUAD   -  EULA (2017)
 FG0732
 FG0732                         *CURRENT SURVEY CONTROL
 FG0732  ______________________________________________________________________
 FG0732* NAD 83(1986) POSITION- 35 54 21.     (N) 092 59 55.     (W)   SCALED
 FG0732* NAVD 88 ORTHO HEIGHT -   268.87  (+/-2cm)      882.1   (feet) VERTCON3
 FG0732  ______________________________________________________________________
 FG0732  GEOID HEIGHT    -        -28.209 (meters)                     GEOID18
 FG0732  VERT ORDER      -  ? (See Below)
 FG0732
 FG0732.The horizontal coordinates were scaled from a 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
 FG0732.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0732.GEOID18 height accuracy estimate available here.
 FG0732
 FG0732.The vertical order pertains to the NGVD 29 superseded value.
 FG0732
 FG0732.Click photographs - Photos may exist for this station.
 FG0732
 FG0732;                    North         East    Units  Estimated Accuracy
 FG0732;SPC AR N     -   174,920.      309,860.      MT  (+/- 180 meters Scaled)
 FG0732
 FG0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV001735(NAD 83)
 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
 FG0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0732.See file dsdata.pdf to determine how the superseded data were derived.
 FG0732
 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             CGS
 FG0732
 FG0732                          STATION DESCRIPTION
 FG0732
 FG0732'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG0780 ***********************************************************************
 FG0780  DESIGNATION -  889.0
 FG0780  PID         -  FG0780
 FG0780  STATE/COUNTY-  AR/NEWTON
 FG0780  COUNTRY     -  US
 FG0780  USGS QUAD   -  MOUNT JUDEA (2017)
 FG0780
 FG0780                         *CURRENT SURVEY CONTROL
 FG0780  ______________________________________________________________________
 FG0780* NAD 83(1986) POSITION- 35 55 17.     (N) 093 03 10.     (W)   SCALED
 FG0780* NAVD 88 ORTHO HEIGHT -   271.074 (meters)      889.35  (feet) ADJUSTED
 FG0780  ______________________________________________________________________
 FG0780  GEOID HEIGHT    -        -28.219 (meters)                     GEOID18
 FG0780  DYNAMIC HEIGHT  -        270.825 (meters)      888.53  (feet) COMP
 FG0780  MODELED GRAVITY -    979,707.4   (mgal)                       NAVD 88
 FG0780
 FG0780  VERT ORDER      -  SECOND    CLASS 0
 FG0780
 FG0780.The horizontal coordinates were scaled from a map and have
 FG0780.an estimated accuracy of +/- 6 seconds.
 FG0780
 FG0780.The orthometric height was determined by differential leveling and
 FG0780.adjusted by the NATIONAL GEODETIC SURVEY
 FG0780.in June 1991.
 FG0780
 FG0780.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0780.GEOID18 height accuracy estimate available here.
 FG0780
 FG0780.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV952752(NAD 83)
 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
 FG0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0780.See file dsdata.pdf to determine how the superseded data were derived.
 FG0780
 FG0780_MARKER: N = NAIL
 FG0780_SETTING: 33 = WOODEN OBJECT (DRIVEN IN A PILE, POLE, TREE OR STUMP)
 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             CGS
 FG0780
 FG0780                          STATION DESCRIPTION
 FG0780
 FG0780'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG0028 ***********************************************************************
 FG0028  DESIGNATION -  9
 FG0028  PID         -  FG0028
 FG0028  STATE/COUNTY-  AR/VAN BUREN
 FG0028  COUNTRY     -  US
 FG0028  USGS QUAD   -  SHIRLEY (2017)
 FG0028
 FG0028                         *CURRENT SURVEY CONTROL
 FG0028  ______________________________________________________________________
 FG0028* NAD 83(1986) POSITION- 35 39 05.     (N) 092 19 13.     (W)   SCALED
 FG0028* NAVD 88 ORTHO HEIGHT -   162.694 (meters)      533.77  (feet) ADJUSTED
 FG0028  ______________________________________________________________________
 FG0028  GEOID HEIGHT    -        -27.758 (meters)                     GEOID18
 FG0028  DYNAMIC HEIGHT  -        162.547 (meters)      533.29  (feet) COMP
 FG0028  MODELED GRAVITY -    979,731.2   (mgal)                       NAVD 88
 FG0028
 FG0028  VERT ORDER      -  SECOND    CLASS 0
 FG0028
 FG0028.The horizontal coordinates were scaled from a map and have
 FG0028.an estimated accuracy of +/- 6 seconds.
 FG0028
 FG0028.The orthometric height was determined by differential leveling and
 FG0028.adjusted by the NATIONAL GEODETIC SURVEY
 FG0028.in June 1991.
 FG0028
 FG0028.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0028.GEOID18 height accuracy estimate available here.
 FG0028
 FG0028.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV615454(NAD 83)
 FG0028
 FG0028                          SUPERSEDED SURVEY CONTROL
 FG0028
 FG0028.No superseded survey control is available for this station.
 FG0028
 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             CGS
 FG0028  HISTORY     - 1934     GOOD             CGS
 FG0028  HISTORY     - 20050105 MARK NOT FOUND   INDIV
 FG0028
 FG0028                          STATION DESCRIPTION
 FG0028
 FG0028'DESCRIBED BY COAST AND 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EH2140 ***********************************************************************
 EH2140  DESIGNATION -  9 A
 EH2140  PID         -  EH2140
 EH2140  STATE/COUNTY-  AR/LONOKE
 EH2140  COUNTRY     -  US
 EH2140  USGS QUAD   -  POCKET PRAIRIE (2017)
 EH2140
 EH2140                         *CURRENT SURVEY CONTROL
 EH2140  ______________________________________________________________________
 EH2140* NAD 83(1986) POSITION- 34 46 46.     (N) 091 47 49.     (W)   SCALED
 EH2140* NAVD 88 ORTHO HEIGHT -    69.637 (meters)      228.47  (feet) ADJUSTED
 EH2140  ______________________________________________________________________
 EH2140  GEOID HEIGHT    -        -26.845 (meters)                     GEOID18
 EH2140  DYNAMIC HEIGHT  -         69.571 (meters)      228.25  (feet) COMP
 EH2140  MODELED GRAVITY -    979,699.5   (mgal)                       NAVD 88
 EH2140
 EH2140  VERT ORDER      -  FIRST     CLASS II
 EH2140
 EH2140.The horizontal coordinates were scaled from a map and have
 EH2140.an estimated accuracy of +/- 6 seconds.
 EH2140
 EH2140.The orthometric height was determined by differential leveling and
 EH2140.adjusted by the NATIONAL GEODETIC SURVEY
 EH2140.in June 1991.
 EH2140
 EH2140.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2140.GEOID18 height accuracy estimate available here.
 EH2140
 EH2140.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU100492(NAD 83)
 EH2140
 EH2140                          SUPERSEDED SURVEY CONTROL
 EH2140
 EH2140  NGVD 29 (11/26/84)   69.650  (m)          228.51   (f) ADJUSTED    1 2
 EH2140
 EH2140.Superseded values are not recommended for survey control.
 EH2140
 EH2140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2140.See file dsdata.pdf to determine how the superseded data were derived.
 EH2140
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0322 ***********************************************************************
 FG0322  DESIGNATION -  9 B
 FG0322  PID         -  FG0322
 FG0322  STATE/COUNTY-  AR/CONWAY
 FG0322  COUNTRY     -  US
 FG0322  USGS QUAD   -  MORRILTON WEST (2017)
 FG0322
 FG0322                         *CURRENT SURVEY CONTROL
 FG0322  ______________________________________________________________________
 FG0322* NAD 83(1997) POSITION- 35 13 24.08249(N) 092 49 18.30989(W)   ADJUSTED
 FG0322* NAVD 88 ORTHO HEIGHT -    98.663 (meters)      323.70  (feet) ADJUSTED
 FG0322  ______________________________________________________________________
 FG0322  GEOID HEIGHT    -        -28.727 (meters)                     GEOID18
 FG0322  LAPLACE CORR    -          1.85  (seconds)                    DEFLEC18
 FG0322  DYNAMIC HEIGHT  -         98.570 (meters)      323.39  (feet) COMP
 FG0322  MODELED GRAVITY -    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 and
 FG0322.adjusted by the NATIONAL GEODETIC SURVEY
 FG0322.in June 1991.
 FG0322
 FG0322.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0322.GEOID18 height accuracy estimate available here.
 FG0322
 FG0322.Click photographs - Photos may exist for this station.
 FG0322
 FG0322.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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  =   0.99959227
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU1622197827(NAD 83)
 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
 FG0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0322.See file dsdata.pdf to determine how the superseded data were derived.
 FG0322
 FG0322_MARKER: DD = SURVEY DISK
 FG0322_SETTING: 7 = 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             CGS
 FG0322
 FG0322                          STATION DESCRIPTION
 FG0322
 FG0322'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG0323 ***********************************************************************
 FG0323  DESIGNATION -  9 B AZ MK
 FG0323  PID         -  FG0323
 FG0323  STATE/COUNTY-  AR/CONWAY
 FG0323  COUNTRY     -  US
 FG0323  USGS QUAD   -  MORRILTON WEST (2017)
 FG0323
 FG0323                         *CURRENT SURVEY CONTROL
 FG0323  ______________________________________________________________________
 FG0323* NAD 83(1986) POSITION- 35 13 31.     (N) 092 49 09.     (W)   SCALED
 FG0323* NAVD 88 ORTHO HEIGHT -    95.910 (meters)      314.66  (feet) ADJUSTED
 FG0323  ______________________________________________________________________
 FG0323  GEOID HEIGHT    -        -28.724 (meters)                     GEOID18
 FG0323  DYNAMIC HEIGHT  -         95.820 (meters)      314.37  (feet) COMP
 FG0323  MODELED GRAVITY -    979,692.7   (mgal)                       NAVD 88
 FG0323
 FG0323  VERT ORDER      -  SECOND    CLASS 0
 FG0323
 FG0323.The horizontal coordinates were scaled from a map and have
 FG0323.an estimated accuracy of +/- 6 seconds.
 FG0323
 FG0323.The orthometric height was determined by differential leveling and
 FG0323.adjusted by the NATIONAL GEODETIC SURVEY
 FG0323.in June 1991.
 FG0323
 FG0323.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0323.GEOID18 height accuracy estimate available here.
 FG0323
 FG0323.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU164980(NAD 83)
 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
 FG0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0323.See file dsdata.pdf to determine how the superseded data were derived.
 FG0323
 FG0323_MARKER: DZ = AZIMUTH MARK DISK
 FG0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0323_STAMPING: 9 B 1962
 FG0323_MARK LOGO: CGS
 FG0323_PROJECTION: PROJECTING 10 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1759 ***********************************************************************
 EH1759  DESIGNATION -  9/10 REF
 EH1759  PID         -  EH1759
 EH1759  STATE/COUNTY-  AR/JEFFERSON
 EH1759  COUNTRY     -  US
 EH1759  USGS QUAD   -  ALTHEIMER (2017)
 EH1759
 EH1759                         *CURRENT SURVEY CONTROL
 EH1759  ______________________________________________________________________
 EH1759* NAD 83(1986) POSITION- 34 16 16.     (N) 091 52 09.     (W)   SCALED
 EH1759* NAVD 88 ORTHO HEIGHT -    62.772 (meters)      205.94  (feet) ADJUSTED
 EH1759  ______________________________________________________________________
 EH1759  GEOID HEIGHT    -        -26.065 (meters)                     GEOID18
 EH1759  DYNAMIC HEIGHT  -         62.711 (meters)      205.74  (feet) COMP
 EH1759  MODELED GRAVITY -    979,667.9   (mgal)                       NAVD 88
 EH1759
 EH1759  VERT ORDER      -  SECOND    CLASS 0
 EH1759
 EH1759.The horizontal coordinates were scaled from a map and have
 EH1759.an estimated accuracy of +/- 6 seconds.
 EH1759
 EH1759.The orthometric height was determined by differential leveling and
 EH1759.adjusted by the NATIONAL GEODETIC SURVEY
 EH1759.in August 1993.
 EH1759
 EH1759.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1759.GEOID18 height accuracy estimate available here.
 EH1759
 EH1759.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT040927(NAD 83)
 EH1759
 EH1759                          SUPERSEDED SURVEY CONTROL
 EH1759
 EH1759  NAVD 88 (06/15/91)   62.775  (m)          205.95   (f) SUPERSEDED  2 0
 EH1759  NGVD 29 (11/26/84)   62.806  (m)          206.06   (f) ADJUSTED    2 0
 EH1759
 EH1759.Superseded values are not recommended for survey control.
 EH1759
 EH1759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1759.See file dsdata.pdf to determine how the superseded data were derived.
 EH1759
 EH1759_MARKER: P = PIPE CAP
 EH1759_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1759_STAMPING: B M REF 9/10
 EH1759_MARK LOGO: USACE
 EH1759_MAGNETIC: P = MARKER IS A STEEL PIPE
 EH1759_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1759
 EH1759  HISTORY     - Date     Condition        Report By
 EH1759  HISTORY     - UNK      MONUMENTED       USACE
 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 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 = MARCH 20, 2026 22:17:28 EDT
 EH1598 ***********************************************************************
 EH1598  DESIGNATION -  900 A
 EH1598  PID         -  EH1598
 EH1598  STATE/COUNTY-  AR/LINCOLN
 EH1598  COUNTRY     -  US
 EH1598  USGS QUAD   -  CADES (2017)
 EH1598
 EH1598                         *CURRENT SURVEY CONTROL
 EH1598  ______________________________________________________________________
 EH1598* NAD 83(1986) POSITION- 34 03 45.     (N) 091 34 36.     (W)   SCALED
 EH1598* NAVD 88 ORTHO HEIGHT -    55.109 (meters)      180.80  (feet) ADJUSTED
 EH1598  ______________________________________________________________________
 EH1598  GEOID HEIGHT    -        -26.016 (meters)                     GEOID18
 EH1598  DYNAMIC HEIGHT  -         55.055 (meters)      180.63  (feet) COMP
 EH1598  MODELED GRAVITY -    979,652.5   (mgal)                       NAVD 88
 EH1598
 EH1598  VERT ORDER      -  FIRST     CLASS II
 EH1598
 EH1598.The horizontal coordinates were scaled from a map and have
 EH1598.an estimated accuracy of +/- 6 seconds.
 EH1598
 EH1598.The orthometric height was determined by differential leveling and
 EH1598.adjusted by the NATIONAL GEODETIC SURVEY
 EH1598.in August 1993.
 EH1598
 EH1598.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1598.GEOID18 height accuracy estimate available here.
 EH1598
 EH1598.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT313699(NAD 83)
 EH1598
 EH1598                          SUPERSEDED SURVEY CONTROL
 EH1598
 EH1598  NAVD 88 (06/15/91)   55.124  (m)          180.85   (f) SUPERSEDED  1 2
 EH1598  NGVD 29 (11/26/84)   55.187  (m)          181.06   (f) ADJUSTED    1 2
 EH1598
 EH1598.Superseded values are not recommended for survey control.
 EH1598
 EH1598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1598.See file dsdata.pdf to determine how the superseded data were derived.
 EH1598
 EH1598_MARKER: P = PIPE CAP
 EH1598_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1598_STAMPING: 900 A
 EH1598_MARK LOGO: USACE
 EH1598_MAGNETIC: P = MARKER IS A STEEL PIPE
 EH1598_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1598
 EH1598  HISTORY     - Date     Condition        Report By
 EH1598  HISTORY     - UNK      MONUMENTED       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 DH3718 ***********************************************************************
 DH3718  HT_MOD      -  This is a Height Modernization Survey Station.
 DH3718  DESIGNATION -  9000N09
 DH3718  PID         -  DH3718
 DH3718  STATE/COUNTY-  AR/MISSISSIPPI
 DH3718  COUNTRY     -  US
 DH3718  USGS QUAD   -  NODENA (2017)
 DH3718
 DH3718                         *CURRENT SURVEY CONTROL
 DH3718  ______________________________________________________________________
 DH3718* NAD 83(2011) POSITION- 35 37 29.52098(N) 089 59 29.34365(W)   ADJUSTED
 DH3718* NAD 83(2011) ELLIP HT-    44.162 (meters)        (06/27/12)   ADJUSTED
 DH3718* NAD 83(2011) EPOCH   -  2010.00
 DH3718* NAVD 88 ORTHO HEIGHT -    71.81  (meters)      235.6   (feet) GPS OBS
 DH3718  ______________________________________________________________________
 DH3718  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DH3718  GEOID HEIGHT    -        -27.605 (meters)                     GEOID03
 DH3718  GEOID HEIGHT    -        -27.631 (meters)                     GEOID18
 DH3718  NAD 83(2011) X  -        771.428 (meters)                     COMP
 DH3718  NAD 83(2011) Y  - -5,190,389.644 (meters)                     COMP
 DH3718  NAD 83(2011) Z  -  3,694,463.765 (meters)                     COMP
 DH3718  LAPLACE CORR    -          1.37  (seconds)                    DEFLEC18
 DH3718
 DH3718  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH3718  Standards:
 DH3718         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH3718            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH3718  -------------------------------------------------------------------
 DH3718  NETWORK    1.02   1.47           0.46   0.36   0.75      0.02503676
 DH3718  -------------------------------------------------------------------
 DH3718  Click here for local accuracies and other accuracy information.
 DH3718
 DH3718.The horizontal coordinates were established by GPS observations
 DH3718.and adjusted by the National Geodetic Survey in June 2012.
 DH3718
 DH3718.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH3718.been affixed to the stable North American tectonic plate. See 
 DH3718.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH3718
 DH3718.The horizontal coordinates are valid at the epoch date displayed above
 DH3718.which is a decimal equivalence of Year/Month/Day.
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH3718.GEOID18 height accuracy estimate available here.
 DH3718
 DH3718.Click photographs - Photos may exist for this station.
 DH3718
 DH3718.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3718
 DH3718.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH3718
 DH3718.The ellipsoidal height was determined by GPS observations
 DH3718.and is referenced to NAD 83.
 DH3718
 DH3718. The following values were computed from the NAD 83(2011) position.
 DH3718
 DH3718;                    North         East     Units Scale Factor Converg.
 DH3718;SPC AR N     -   145,140.329   581,924.721   MT  0.99993619   +1 10 07.5
 DH3718;SPC AR N     -   476,181.23  1,909,198.02   sFT  0.99993619   +1 10 07.5
 DH3718;UTM  16      - 3,946,463.886   229,073.637   MT  1.00050462   -1 44 36.7
 DH3718;UTM  15      - 3,946,510.986   772,469.276   MT  1.00051495   +1 45 12.5
 DH3718
 DH3718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3718!SPC AR N     -   0.99999307  x   0.99993619  =   0.99992926
 DH3718!UTM  16      -   0.99999307  x   1.00050462  =   1.00049769
 DH3718!UTM  15      -   0.99999307  x   1.00051495  =   1.00050801
 DH3718
 DH3718_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE2907346463(NAD 83)
 DH3718
 DH3718                          SUPERSEDED SURVEY CONTROL
 DH3718
 DH3718  NAD 83(2007)-  35 37 29.52102(N)    089 59 29.34465(W) AD(2002.00) 0
 DH3718  ELLIP H (02/10/07)   44.187  (m)                       GP(2002.00)    
 DH3718  NAD 83(1997)-  35 37 29.52082(N)    089 59 29.34469(W) AD(       ) 1
 DH3718  ELLIP H (05/31/05)   44.185  (m)                       GP(       ) 4 2
 DH3718
 DH3718.Superseded values are not recommended for survey control.
 DH3718
 DH3718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH3718.See file dsdata.pdf to determine how the superseded data were derived.
 DH3718
 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 = MARCH 20, 2026 22:17:28 EDT
 DH3719 ***********************************************************************
 DH3719  HT_MOD      -  This is a Height Modernization Survey Station.
 DH3719  DESIGNATION -  9000N12
 DH3719  PID         -  DH3719
 DH3719  STATE/COUNTY-  AR/MISSISSIPPI
 DH3719  COUNTRY     -  US
 DH3719  USGS QUAD   -  LUXORA (2017)
 DH3719
 DH3719                         *CURRENT SURVEY CONTROL
 DH3719  ______________________________________________________________________
 DH3719* NAD 83(2011) POSITION- 35 48 50.62909(N) 089 59 56.36726(W)   ADJUSTED
 DH3719* NAD 83(2011) ELLIP HT-    43.073 (meters)        (06/27/12)   ADJUSTED
 DH3719* NAD 83(2011) EPOCH   -  2010.00
 DH3719* NAVD 88 ORTHO HEIGHT -    70.96  (meters)      232.8   (feet) GPS OBS
 DH3719  ______________________________________________________________________
 DH3719  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DH3719  GEOID HEIGHT    -        -27.833 (meters)                     GEOID03
 DH3719  GEOID HEIGHT    -        -27.867 (meters)                     GEOID18
 DH3719  NAD 83(2011) X  -         91.197 (meters)                     COMP
 DH3719  NAD 83(2011) Y  - -5,178,133.195 (meters)                     COMP
 DH3719  NAD 83(2011) Z  -  3,711,506.409 (meters)                     COMP
 DH3719  LAPLACE CORR    -          0.25  (seconds)                    DEFLEC18
 DH3719
 DH3719  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH3719  Standards:
 DH3719         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH3719            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH3719  -------------------------------------------------------------------
 DH3719  NETWORK    1.20   1.59           0.54   0.43   0.81      0.01963219
 DH3719  -------------------------------------------------------------------
 DH3719  Click here for local accuracies and other accuracy information.
 DH3719
 DH3719.The horizontal coordinates were established by GPS observations
 DH3719.and adjusted by the National Geodetic Survey in June 2012.
 DH3719
 DH3719.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH3719.been affixed to the stable North American tectonic plate. See 
 DH3719.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH3719
 DH3719.The horizontal coordinates are valid at the epoch date displayed above
 DH3719.which is a decimal equivalence of Year/Month/Day.
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH3719.GEOID18 height accuracy estimate available here.
 DH3719
 DH3719.Click photographs - Photos may exist for this station.
 DH3719
 DH3719.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3719
 DH3719.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH3719
 DH3719.The ellipsoidal height was determined by GPS observations
 DH3719.and is referenced to NAD 83.
 DH3719
 DH3719. The following values were computed from the NAD 83(2011) position.
 DH3719
 DH3719;                    North         East     Units Scale Factor Converg.
 DH3719;SPC AR N     -   166,112.969   580,818.342   MT  0.99994395   +1 09 51.8
 DH3719;SPC AR N     -   544,988.97  1,905,568.18   sFT  0.99994395   +1 09 51.8
 DH3719;UTM  16      - 3,967,477.532   229,035.698   MT  1.00050483   -1 45 21.4
 DH3719;UTM  15      - 3,967,483.126   771,146.702   MT  1.00050605   +1 45 25.7
 DH3719
 DH3719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3719!SPC AR N     -   0.99999324  x   0.99994395  =   0.99993719
 DH3719!UTM  16      -   0.99999324  x   1.00050483  =   1.00049807
 DH3719!UTM  15      -   0.99999324  x   1.00050605  =   1.00049929
 DH3719
 DH3719_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE2903567477(NAD 83)
 DH3719
 DH3719                          SUPERSEDED SURVEY CONTROL
 DH3719
 DH3719  NAD 83(2007)-  35 48 50.62913(N)    089 59 56.36823(W) AD(2002.00) 0
 DH3719  ELLIP H (02/10/07)   43.098  (m)                       GP(2002.00)    
 DH3719  NAD 83(1997)-  35 48 50.62869(N)    089 59 56.36853(W) AD(       ) 1
 DH3719  ELLIP H (05/31/05)   43.107  (m)                       GP(       ) 4 2
 DH3719
 DH3719.Superseded values are not recommended for survey control.
 DH3719
 DH3719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH3719.See file dsdata.pdf to determine how the superseded data were derived.
 DH3719
 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 10, 2007
 DH3719
 DH3719  HISTORY     - Date     Condition        Report By
 DH3719  HISTORY     - 20030506 MONUMENTED       USACE
 DH3719  HISTORY     - 20030717 GOOD             EMCINC
 DH3719  HISTORY     - 20070710 GOOD             USACE
 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.
 DH3719
 DH3719                          STATION RECOVERY (2007)
 DH3719
 DH3719'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2007 (JMH)
 DH3719'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DH3720 ***********************************************************************
 DH3720  HT_MOD      -  This is a Height Modernization Survey Station.
 DH3720  DESIGNATION -  9000N13
 DH3720  PID         -  DH3720
 DH3720  STATE/COUNTY-  AR/MISSISSIPPI
 DH3720  COUNTRY     -  US
 DH3720  USGS QUAD   -  DELL (2017)
 DH3720
 DH3720                         *CURRENT SURVEY CONTROL
 DH3720  ______________________________________________________________________
 DH3720* NAD 83(2011) POSITION- 35 52 25.31918(N) 089 59 59.52398(W)   ADJUSTED
 DH3720* NAD 83(2011) ELLIP HT-    44.813 (meters)        (06/27/12)   ADJUSTED
 DH3720* NAD 83(2011) EPOCH   -  2010.00
 DH3720* NAVD 88 ORTHO HEIGHT -    72.81  (meters)      238.9   (feet) GPS OBS
 DH3720  ______________________________________________________________________
 DH3720  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DH3720  GEOID HEIGHT    -        -27.948 (meters)                     GEOID03
 DH3720  GEOID HEIGHT    -        -27.987 (meters)                     GEOID18
 DH3720  NAD 83(2011) X  -         11.941 (meters)                     COMP
 DH3720  NAD 83(2011) Y  - -5,174,259.809 (meters)                     COMP
 DH3720  NAD 83(2011) Z  -  3,716,871.303 (meters)                     COMP
 DH3720  LAPLACE CORR    -          0.04  (seconds)                    DEFLEC18
 DH3720
 DH3720  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH3720  Standards:
 DH3720         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH3720            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH3720  -------------------------------------------------------------------
 DH3720  NETWORK    0.72   1.00           0.32   0.26   0.51     -0.00626832
 DH3720  -------------------------------------------------------------------
 DH3720  Click here for local accuracies and other accuracy information.
 DH3720
 DH3720.The horizontal coordinates were established by GPS observations
 DH3720.and adjusted by the National Geodetic Survey in June 2012.
 DH3720
 DH3720.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH3720.been affixed to the stable North American tectonic plate. See 
 DH3720.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH3720
 DH3720.The horizontal coordinates are valid at the epoch date displayed above
 DH3720.which is a decimal equivalence of Year/Month/Day.
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH3720.GEOID18 height accuracy estimate available here.
 DH3720
 DH3720.Click photographs - Photos may exist for this station.
 DH3720
 DH3720.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3720
 DH3720.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH3720
 DH3720.The ellipsoidal height was determined by GPS observations
 DH3720.and is referenced to NAD 83.
 DH3720
 DH3720. The following values were computed from the NAD 83(2011) position.
 DH3720
 DH3720;                    North         East     Units Scale Factor Converg.
 DH3720;SPC AR N     -   172,726.631   580,604.718   MT  0.99994866   +1 09 50.0
 DH3720;SPC AR N     -   566,687.29  1,904,867.31   sFT  0.99994866   +1 09 50.0
 DH3720;UTM  16      - 3,974,097.180   229,159.516   MT  1.00050399   -1 45 32.4
 DH3720;UTM  15      - 3,974,097.914   770,864.367   MT  1.00050415   +1 45 32.9
 DH3720
 DH3720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3720!SPC AR N     -   0.99999297  x   0.99994866  =   0.99994163
 DH3720!UTM  16      -   0.99999297  x   1.00050399  =   1.00049695
 DH3720!UTM  15      -   0.99999297  x   1.00050415  =   1.00049711
 DH3720
 DH3720_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE2915974097(NAD 83)
 DH3720
 DH3720                          SUPERSEDED SURVEY CONTROL
 DH3720
 DH3720  NAD 83(2007)-  35 52 25.31922(N)    089 59 59.52495(W) AD(2002.00) 0
 DH3720  ELLIP H (02/10/07)   44.837  (m)                       GP(2002.00)    
 DH3720  NAD 83(1997)-  35 52 25.31880(N)    089 59 59.52522(W) AD(       ) 1
 DH3720  ELLIP H (05/31/05)   44.845  (m)                       GP(       ) 4 2
 DH3720
 DH3720.Superseded values are not recommended for survey control.
 DH3720
 DH3720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH3720.See file dsdata.pdf to determine how the superseded data were derived.
 DH3720
 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 10, 2007
 DH3720
 DH3720  HISTORY     - Date     Condition        Report By
 DH3720  HISTORY     - 20030506 MONUMENTED       USACE
 DH3720  HISTORY     - 20030717 GOOD             EMCINC
 DH3720  HISTORY     - 20070710 GOOD             USACE
 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.
 DH3720
 DH3720                          STATION RECOVERY (2007)
 DH3720
 DH3720'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2007 (JMH)
 DH3720'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DH3721 ***********************************************************************
 DH3721  HT_MOD      -  This is a Height Modernization Survey Station.
 DH3721  DESIGNATION -  9000N14
 DH3721  PID         -  DH3721
 DH3721  STATE/COUNTY-  AR/MISSISSIPPI
 DH3721  COUNTRY     -  US
 DH3721  USGS QUAD   -  HALF MOON (2017)
 DH3721
 DH3721                         *CURRENT SURVEY CONTROL
 DH3721  ______________________________________________________________________
 DH3721* NAD 83(2011) POSITION- 35 56 14.87576(N) 090 01 06.36693(W)   ADJUSTED
 DH3721* NAD 83(2011) ELLIP HT-    45.145 (meters)        (06/27/12)   ADJUSTED
 DH3721* NAD 83(2011) EPOCH   -  2010.00
 DH3721* NAVD 88 ORTHO HEIGHT -    73.29  (meters)      240.5   (feet) GPS OBS
 DH3721  ______________________________________________________________________
 DH3721  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DH3721  GEOID HEIGHT    -        -28.086 (meters)                     GEOID03
 DH3721  GEOID HEIGHT    -        -28.126 (meters)                     GEOID18
 DH3721  NAD 83(2011) X  -     -1,663.514 (meters)                     COMP
 DH3721  NAD 83(2011) Y  - -5,170,110.481 (meters)                     COMP
 DH3721  NAD 83(2011) Z  -  3,722,602.396 (meters)                     COMP
 DH3721  LAPLACE CORR    -         -0.09  (seconds)                    DEFLEC18
 DH3721
 DH3721  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH3721  Standards:
 DH3721         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH3721            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH3721  -------------------------------------------------------------------
 DH3721  NETWORK    1.18   1.39           0.53   0.42   0.71      0.06751298
 DH3721  -------------------------------------------------------------------
 DH3721  Click here for local accuracies and other accuracy information.
 DH3721
 DH3721.The horizontal coordinates were established by GPS observations
 DH3721.and adjusted by the National Geodetic Survey in June 2012.
 DH3721
 DH3721.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH3721.been affixed to the stable North American tectonic plate. See 
 DH3721.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH3721
 DH3721.The horizontal coordinates are valid at the epoch date displayed above
 DH3721.which is a decimal equivalence of Year/Month/Day.
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH3721.GEOID18 height accuracy estimate available here.
 DH3721
 DH3721.Click photographs - Photos may exist for this station.
 DH3721
 DH3721.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3721
 DH3721.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH3721
 DH3721.The ellipsoidal height was determined by GPS observations
 DH3721.and is referenced to NAD 83.
 DH3721
 DH3721. The following values were computed from the NAD 83(2011) position.
 DH3721
 DH3721;                    North         East     Units Scale Factor Converg.
 DH3721;SPC AR N     -   179,766.226   578,785.996   MT  0.99995488   +1 09 11.1
 DH3721;SPC AR N     -   589,783.03  1,898,900.39   sFT  0.99995488   +1 09 11.1
 DH3721;UTM  15      - 3,981,122.025   768,971.414   MT  1.00049154   +1 45 03.4
 DH3721;UTM  16      - 3,981,224.362   227,701.483   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6897181122(NAD 83)
 DH3721
 DH3721                          SUPERSEDED SURVEY CONTROL
 DH3721
 DH3721  NAD 83(2007)-  35 56 14.87579(N)    090 01 06.36786(W) AD(2002.00) 0
 DH3721  ELLIP H (02/10/07)   45.171  (m)                       GP(2002.00)    
 DH3721  NAD 83(1997)-  35 56 14.87565(N)    090 01 06.36758(W) AD(       ) 1
 DH3721  ELLIP H (05/31/05)   45.176  (m)                       GP(       ) 4 2
 DH3721
 DH3721.Superseded values are not recommended for survey control.
 DH3721
 DH3721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH3721.See file dsdata.pdf to determine how the superseded data were derived.
 DH3721
 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 - June 29, 2013
 DH3721
 DH3721  HISTORY     - Date     Condition        Report By
 DH3721  HISTORY     - 20030506 MONUMENTED       USACE
 DH3721  HISTORY     - 20030716 GOOD             EMCINC
 DH3721  HISTORY     - 20070710 GOOD             USACE
 DH3721  HISTORY     - 20130629 GOOD             ARCENG
 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.
 DH3721
 DH3721                          STATION RECOVERY (2007)
 DH3721
 DH3721'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2007 (JMH)
 DH3721'RECOVERED IN GOOD CONDITION.
 DH3721
 DH3721                          STATION RECOVERY (2013)
 DH3721
 DH3721'RECOVERY NOTE BY ARCHER ENGINEERING 2013 (TLA)
 DH3721'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0911 ***********************************************************************
 FG0911  DESIGNATION -  924.2
 FG0911  PID         -  FG0911
 FG0911  STATE/COUNTY-  AR/NEWTON
 FG0911  COUNTRY     -  US
 FG0911  USGS QUAD   -  SWAIN (2017)
 FG0911
 FG0911                         *CURRENT SURVEY CONTROL
 FG0911  ______________________________________________________________________
 FG0911* NAD 83(1986) POSITION- 35 46 57.     (N) 093 16 21.     (W)   SCALED
 FG0911* NAVD 88 ORTHO HEIGHT -   281.620 (meters)      923.95  (feet) ADJUSTED
 FG0911  ______________________________________________________________________
 FG0911  GEOID HEIGHT    -        -28.154 (meters)                     GEOID18
 FG0911  DYNAMIC HEIGHT  -        281.355 (meters)      923.08  (feet) COMP
 FG0911  MODELED GRAVITY -    979,685.6   (mgal)                       NAVD 88
 FG0911
 FG0911  VERT ORDER      -  SECOND    CLASS 0
 FG0911
 FG0911.The horizontal coordinates were scaled from a map and have
 FG0911.an estimated accuracy of +/- 6 seconds.
 FG0911
 FG0911.The orthometric height was determined by differential leveling and
 FG0911.adjusted by the NATIONAL GEODETIC SURVEY
 FG0911.in June 1991.
 FG0911
 FG0911.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0911.GEOID18 height accuracy estimate available here.
 FG0911
 FG0911.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV753598(NAD 83)
 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
 FG0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0911.See file dsdata.pdf to determine how the superseded data were derived.
 FG0911
 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             CGS
 FG0911  HISTORY     - 20150401 MARK NOT FOUND   ARHD
 FG0911
 FG0911                          STATION DESCRIPTION
 FG0911
 FG0911'DESCRIBED BY COAST AND 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.
 FG0911
 FG0911                          STATION RECOVERY (2015)
 FG0911
 FG0911'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (BAB)
 FG0911'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR8561 ***********************************************************************
 DR8561  DESIGNATION -  94FP21
 DR8561  PID         -  DR8561
 DR8561  STATE/COUNTY-  AR/FRANKLIN
 DR8561  COUNTRY     -  US
 DR8561  USGS QUAD   -  OZARK (2017)
 DR8561
 DR8561                         *CURRENT SURVEY CONTROL
 DR8561  ______________________________________________________________________
 DR8561* NAD 83(1986) POSITION- 35 29 10.8    (N) 093 49 14.5    (W)   HD_HELD2
 DR8561* NAVD 88 ORTHO HEIGHT -   116.524 (meters)      382.30  (feet) ADJUSTED
 DR8561  ______________________________________________________________________
 DR8561  GEOID HEIGHT    -        -29.237 (meters)                     GEOID18
 DR8561  DYNAMIC HEIGHT  -        116.417 (meters)      381.94  (feet) COMP
 DR8561  MODELED GRAVITY -    979,713.9   (mgal)                       NAVD 88
 DR8561
 DR8561  VERT ORDER      -  SECOND    CLASS I
 DR8561
 DR8561.The horizontal coordinates were established by autonomous hand held GPS
 DR8561.observations and have an estimated accuracy of +/- 10 meters.
 DR8561
 DR8561.The orthometric height was determined by differential leveling and
 DR8561.adjusted by the NATIONAL GEODETIC SURVEY
 DR8561.in February 2023.
 DR8561
 DR8561.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8561.GEOID18 height accuracy estimate available here.
 DR8561
 DR8561.Click photographs - Photos may exist for this station.
 DR8561
 DR8561.The dynamic height is computed by dividing the NAVD 88
 DR8561.geopotential number by the normal gravity value computed on the
 DR8561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR8561.degrees latitude (g = 980.6199 gals.).
 DR8561
 DR8561.The modeled gravity was interpolated from observed gravity values.
 DR8561
 DR8561;                    North         East    Units  Estimated Accuracy
 DR8561;SPC AR N     -   129,443.      234,801.      MT  (+/- 10 meters HH2 GPS)
 DR8561
 DR8561_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV2555527287(NAD 83)
 DR8561
 DR8561                          SUPERSEDED SURVEY CONTROL
 DR8561
 DR8561.No superseded survey control is available for this station.
 DR8561
 DR8561_MARKER: DD = SURVEY DISK
 DR8561_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DR8561_SP_SET: PARAPET WALL
 DR8561_STAMPING: 94FP-2-1 1984 LRD
 DR8561_MARK LOGO: USACE
 DR8561_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR8561_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR8561_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR8561+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2022
 DR8561
 DR8561  HISTORY     - Date     Condition        Report By
 DR8561  HISTORY     - 1984     MONUMENTED       USACE
 DR8561  HISTORY     - 20221026 GOOD             ARHD
 DR8561
 DR8561                          STATION DESCRIPTION
 DR8561
 DR8561'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2022 (JDH)
 DR8561'THE MARK IS LOCATED ABOUT 6.9 MI (11.1 KM) SOUTHEAST OF CRAVENS, 6.0
 DR8561'MI (9.7 KM) SOUTH OF WATALULA AND IN THE TOWN OF OZARK, AR.
 DR8561'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR8561'
 DR8561'TO REACH FROM THE INTERSECTION OF US HIGHWAY 64 AND STATE HIGHWAY 23,
 DR8561'HEAD EAST ALONG HIGHWAY 64 FOR 0.65 MI (1.05 KM) TO THE STATION ON THE
 DR8561'RIGHT, IN THE SOUTHWEST CORNER OF THE BRIDGE.
 DR8561'
 DR8561'IT IS 15 FT (4.6 M) SOUTH OF HIGHWAY 64 CENTERLINE, 2 FT (0.6 M)
 DR8561'NORTH OF A GUARD RAIL.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EK0169 ***********************************************************************
 EK0169  DESIGNATION -  952
 EK0169  PID         -  EK0169
 EK0169  STATE/COUNTY-  AR/POLK
 EK0169  COUNTRY     -  US
 EK0169  USGS QUAD   -  EAGLE MOUNTAIN (2017)
 EK0169
 EK0169                         *CURRENT SURVEY CONTROL
 EK0169  ______________________________________________________________________
 EK0169* NAD 83(1986) POSITION- 34 26 56.     (N) 094 12 38.     (W)   SCALED
 EK0169* NAVD 88 ORTHO HEIGHT -   291.010 (meters)      954.76  (feet) ADJUSTED
 EK0169  ______________________________________________________________________
 EK0169  GEOID HEIGHT    -        -29.363 (meters)                     GEOID18
 EK0169  DYNAMIC HEIGHT  -        290.699 (meters)      953.74  (feet) COMP
 EK0169  MODELED GRAVITY -    979,559.2   (mgal)                       NAVD 88
 EK0169
 EK0169  VERT ORDER      -  SECOND    CLASS 0
 EK0169
 EK0169.The horizontal coordinates were scaled from a map and have
 EK0169.an estimated accuracy of +/- 6 seconds.
 EK0169
 EK0169.The orthometric height was determined by differential leveling and
 EK0169.adjusted by the NATIONAL GEODETIC SURVEY
 EK0169.in June 1991.
 EK0169
 EK0169.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0169.GEOID18 height accuracy estimate available here.
 EK0169
 EK0169.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU887125(NAD 83)
 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
 EK0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0169.See file dsdata.pdf to determine how the superseded data were derived.
 EK0169
 EK0169_MARKER: P = PIPE CAP
 EK0169_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EK0169_STAMPING: 952 1908
 EK0169_MARK LOGO: USGS
 EK0169_MAGNETIC: P = MARKER IS A STEEL PIPE
 EK0169_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0169
 EK0169  HISTORY     - Date     Condition        Report By
 EK0169  HISTORY     - 1908     MONUMENTED       USGS
 EK0169  HISTORY     - 1935     GOOD             CGS
 EK0169  HISTORY     - 1961     MARK NOT FOUND   CGS
 EK0169
 EK0169                          STATION DESCRIPTION
 EK0169
 EK0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EK0169'10.8 MI SOUTH FROM DALLAS ALONG BRUSHY CREEK IN THE VICINITY OF BAKER
 EK0169'SPRINGS.  ABOUT 1/2 MILE NORTH OF JUNCTION OF COSSATOT ROAD WITH
 EK0169'CRUSHY CREEK, 130 FEET EAST OF FORD OVER BRUSHY CREEK, AT SOUTH END OF
 EK0169'SMALL FENCE FIELD, 4 FEET EAST OF EAST END OF GATE, 25 FEET NORTHEAST
 EK0169'OF ROAD CENTER-LINE.  MARK WAS MOVED 80 FEET EAST AND ABOUT 1/3 METER
 EK0169'HIGHER OF FORMER LOCATION IN STREAM BED.  THE MARK WAS STAMPED 952 AND
 EK0169'THE 2 WAS ERADICATED BY THIS PARTY.
 EK0169
 EK0169                          STATION RECOVERY (1961)
 EK0169
 EK0169'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 EK0169'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0195 ***********************************************************************
 FF0195  DESIGNATION -  A 1
 FF0195  PID         -  FF0195
 FF0195  STATE/COUNTY-  AR/ST FRANCIS
 FF0195  COUNTRY     -  US
 FF0195  USGS QUAD   -  CHATFIELD (2017)
 FF0195
 FF0195                         *CURRENT SURVEY CONTROL
 FF0195  ______________________________________________________________________
 FF0195* NAD 83(1986) POSITION- 35 04 50.     (N) 090 28 01.     (W)   SCALED
 FF0195* NAVD 88 ORTHO HEIGHT -    60.700 (meters)      199.15  (feet) POSTED
 FF0195  ______________________________________________________________________
 FF0195  GEOID HEIGHT    -        -27.096 (meters)                     GEOID18
 FF0195  DYNAMIC HEIGHT  -         60.64  (meters)      198.9   (feet) COMP
 FF0195  MODELED GRAVITY -    979,734.5   (mgal)                       NAVD 88
 FF0195
 FF0195  VERT ORDER      -  * POSTED, SEE BELOW
 FF0195
 FF0195.The horizontal coordinates were scaled from a 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
 FF0195.* This is a POSTED BENCH MARK height.
 FF0195
 FF0195.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0195.GEOID18 height accuracy estimate available here.
 FF0195
 FF0195.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU309849(NAD 83)
 FF0195
 FF0195                          SUPERSEDED SURVEY CONTROL
 FF0195
 FF0195  NGVD 29 (11/26/84)   60.657  (m)          199.01   (f) ADJUSTED    1 2
 FF0195
 FF0195.Superseded values are not recommended for survey control.
 FF0195
 FF0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0195.See file dsdata.pdf to determine how the superseded data were derived.
 FF0195
 FF0195_MARKER: V = STONE MONUMENT
 FF0195_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF0195_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0195
 FF0195  HISTORY     - Date     Condition        Report By
 FF0195  HISTORY     - 1916     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 = MARCH 20, 2026 22:17:28 EDT
 FF1477 ***********************************************************************
 FF1477  DESIGNATION -  A 10
 FF1477  PID         -  FF1477
 FF1477  STATE/COUNTY-  AR/LONOKE
 FF1477  COUNTRY     -  US
 FF1477  USGS QUAD   -  BEEBE (2017)
 FF1477
 FF1477                         *CURRENT SURVEY CONTROL
 FF1477  ______________________________________________________________________
 FF1477* NAD 83(1986) POSITION- 35 01 53.     (N) 091 56 44.     (W)   SCALED
 FF1477* NAVD 88 ORTHO HEIGHT -    71.166 (meters)      233.48  (feet) ADJUSTED
 FF1477  ______________________________________________________________________
 FF1477  GEOID HEIGHT    -        -27.290 (meters)                     GEOID18
 FF1477  DYNAMIC HEIGHT  -         71.101 (meters)      233.27  (feet) COMP
 FF1477  MODELED GRAVITY -    979,711.1   (mgal)                       NAVD 88
 FF1477
 FF1477  VERT ORDER      -  FIRST     CLASS II
 FF1477
 FF1477.The horizontal coordinates were scaled from a map and have
 FF1477.an estimated accuracy of +/- 6 seconds.
 FF1477
 FF1477.The orthometric height was determined by differential leveling and
 FF1477.adjusted by the NATIONAL GEODETIC SURVEY
 FF1477.in June 1991.
 FF1477
 FF1477.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1477.GEOID18 height accuracy estimate available here.
 FF1477
 FF1477.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU961770(NAD 83)
 FF1477
 FF1477                          SUPERSEDED SURVEY CONTROL
 FF1477
 FF1477  NGVD 29 (11/26/84)   71.154  (m)          233.44   (f) ADJUSTED    1 2
 FF1477
 FF1477.Superseded values are not recommended for survey control.
 FF1477
 FF1477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1477.See file dsdata.pdf to determine how the superseded data were derived.
 FF1477
 FF1477_MARKER: DB = BENCH MARK DISK
 FF1477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1477_STAMPING: A 10 1931 233.444
 FF1477_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0234 ***********************************************************************
 EJ0234  DESIGNATION -  A 100
 EJ0234  PID         -  EJ0234
 EJ0234  STATE/COUNTY-  AR/FAULKNER
 EJ0234  COUNTRY     -  US
 EJ0234  USGS QUAD   -  MAYFLOWER (2017)
 EJ0234
 EJ0234                         *CURRENT SURVEY CONTROL
 EJ0234  ______________________________________________________________________
 EJ0234* NAD 83(1986) POSITION- 34 54 59.     (N) 092 27 03.     (W)   SCALED
 EJ0234* NAVD 88 ORTHO HEIGHT -    80.266 (meters)      263.34  (feet) ADJUSTED
 EJ0234  ______________________________________________________________________
 EJ0234  GEOID HEIGHT    -        -27.455 (meters)                     GEOID18
 EJ0234  DYNAMIC HEIGHT  -         80.191 (meters)      263.09  (feet) COMP
 EJ0234  MODELED GRAVITY -    979,696.4   (mgal)                       NAVD 88
 EJ0234
 EJ0234  VERT ORDER      -  SECOND    CLASS 0
 EJ0234
 EJ0234.The horizontal coordinates were scaled from a map and have
 EJ0234.an estimated accuracy of +/- 6 seconds.
 EJ0234
 EJ0234.The orthometric height was determined by differential leveling and
 EJ0234.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0234.in June 1991.
 EJ0234
 EJ0234.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0234.GEOID18 height accuracy estimate available here.
 EJ0234
 EJ0234.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU501639(NAD 83)
 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
 EJ0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0234.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0234
 EJ0234_MARKER: DB = BENCH MARK DISK
 EJ0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0234_STAMPING: A 100 1935
 EJ0234_MARK LOGO: CGS
 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   CGS
 EJ0234
 EJ0234                          STATION DESCRIPTION
 EJ0234
 EJ0234'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG0413 ***********************************************************************
 FG0413  DESIGNATION -  A 101
 FG0413  PID         -  FG0413
 FG0413  STATE/COUNTY-  AR/PERRY
 FG0413  COUNTRY     -  US
 FG0413  USGS QUAD   -  HOUSTON (2017)
 FG0413
 FG0413                         *CURRENT SURVEY CONTROL
 FG0413  ______________________________________________________________________
 FG0413* NAD 83(1986) POSITION- 35 01 34.70   (N) 092 37 48.96   (W)   HD_HELD1
 FG0413* NAVD 88 ORTHO HEIGHT -    93.041 (meters)      305.25  (feet) ADJUSTED
 FG0413  ______________________________________________________________________
 FG0413  GEOID HEIGHT    -        -28.125 (meters)                     GEOID18
 FG0413  DYNAMIC HEIGHT  -         92.953 (meters)      304.96  (feet) COMP
 FG0413  MODELED GRAVITY -    979,689.1   (mgal)                       NAVD 88
 FG0413
 FG0413  VERT ORDER      -  SECOND    CLASS 0
 FG0413
 FG0413.The horizontal coordinates were determined by differentially corrected
 FG0413.hand held GPS observations or other comparable positioning techniques
 FG0413.and have an estimated accuracy of +/- 3 meters.
 FG0413
 FG0413.The orthometric height was determined by differential leveling and
 FG0413.adjusted by the NATIONAL GEODETIC SURVEY
 FG0413.in June 1991.
 FG0413
 FG0413.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0413.GEOID18 height accuracy estimate available here.
 FG0413
 FG0413.Click photographs - Photos may exist for this station.
 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     -    77,063.8     342,483.9     MT  (+/- 3 meters HH1 GPS) 
 FG0413
 FG0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU3372876022(NAD 83)
 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
 FG0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0413.See file dsdata.pdf to determine how the superseded data were derived.
 FG0413
 FG0413_MARKER: DB = BENCH MARK DISK
 FG0413_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0413_STAMPING: A 101 1935
 FG0413_MARK LOGO: CGS
 FG0413_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0413_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG0413+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2015
 FG0413
 FG0413  HISTORY     - Date     Condition        Report By
 FG0413  HISTORY     - 1935     MONUMENTED       CGS
 FG0413  HISTORY     - 1968     GOOD             CGS
 FG0413  HISTORY     - 20070427 GOOD             PB
 FG0413  HISTORY     - 20130708 GOOD             USACEL
 FG0413  HISTORY     - 20151029 GOOD             CONSOL
 FG0413
 FG0413                          STATION DESCRIPTION
 FG0413
 FG0413'DESCRIBED BY COAST AND 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)
 FG0413
 FG0413                          STATION RECOVERY (2007)
 FG0413
 FG0413'RECOVERY NOTE BY PBS&J 2007
 FG0413'RECOVERED AS DESCRIBED
 FG0413
 FG0413                          STATION RECOVERY (2013)
 FG0413
 FG0413'RECOVERY NOTE BY USACE LITTLE ROCK 2013 (SCC)
 FG0413'FOUND AS DESCRIBED.  THE MONUMENT IS MARKED AS SUITABLE FOR GPS BUT
 FG0413'THERE ARE SOME BLOCKAGE TO THE EAST AND WEST.  IT SHOULD BE USED WITH
 FG0413'CAUTION.
 FG0413
 FG0413                          STATION RECOVERY (2015)
 FG0413
 FG0413'RECOVERY NOTE BY CONSOLIDATED LAND SERVICE 2015
 FG0413'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1133 ***********************************************************************
 FG1133  DESIGNATION -  A 102
 FG1133  PID         -  FG1133
 FG1133  STATE/COUNTY-  AR/YELL
 FG1133  COUNTRY     -  US
 FG1133  USGS QUAD   -  HOLLA BEND (2017)
 FG1133
 FG1133                         *CURRENT SURVEY CONTROL
 FG1133  ______________________________________________________________________
 FG1133* NAD 83(1986) POSITION- 35 09 54.     (N) 093 06 11.     (W)   SCALED
 FG1133* NAVD 88 ORTHO HEIGHT -    97.623 (meters)      320.28  (feet) ADJUSTED
 FG1133  ______________________________________________________________________
 FG1133  GEOID HEIGHT    -        -29.184 (meters)                     GEOID18
 FG1133  DYNAMIC HEIGHT  -         97.530 (meters)      319.98  (feet) COMP
 FG1133  MODELED GRAVITY -    979,681.1   (mgal)                       NAVD 88
 FG1133
 FG1133  VERT ORDER      -  SECOND    CLASS 0
 FG1133
 FG1133.The horizontal coordinates were scaled from a map and have
 FG1133.an estimated accuracy of +/- 6 seconds.
 FG1133
 FG1133.The orthometric height was determined by differential leveling and
 FG1133.adjusted by the NATIONAL GEODETIC SURVEY
 FG1133.in June 1991.
 FG1133
 FG1133.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1133.GEOID18 height accuracy estimate available here.
 FG1133
 FG1133.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU906913(NAD 83)
 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
 FG1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1133.See file dsdata.pdf to determine how the superseded data were derived.
 FG1133
 FG1133_MARKER: DB = BENCH MARK DISK
 FG1133_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG1133_STAMPING: A 102 1935
 FG1133_MARK LOGO: CGS
 FG1133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1052 ***********************************************************************
 EJ1052  DESIGNATION -  A 104
 EJ1052  PID         -  EJ1052
 EJ1052  STATE/COUNTY-  AR/PERRY
 EJ1052  COUNTRY     -  US
 EJ1052  USGS QUAD   -  NIMROD SE (2017)
 EJ1052
 EJ1052                         *CURRENT SURVEY CONTROL
 EJ1052  ______________________________________________________________________
 EJ1052* NAD 83(1986) POSITION- 34 51 01.3    (N) 093 06 02.3    (W)   HD_HELD2
 EJ1052* NAVD 88 ORTHO HEIGHT -   169.087 (meters)      554.75  (feet) ADJUSTED
 EJ1052  ______________________________________________________________________
 EJ1052  GEOID HEIGHT    -        -28.424 (meters)                     GEOID18
 EJ1052  DYNAMIC HEIGHT  -        168.919 (meters)      554.20  (feet) COMP
 EJ1052  MODELED GRAVITY -    979,639.8   (mgal)                       NAVD 88
 EJ1052
 EJ1052  VERT ORDER      -  SECOND    CLASS 0
 EJ1052
 EJ1052.The horizontal coordinates were established by autonomous hand held GPS
 EJ1052.observations and have an estimated accuracy of +/- 10 meters.
 EJ1052
 EJ1052.The orthometric height was determined by differential leveling and
 EJ1052.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1052.in June 1991.
 EJ1052
 EJ1052.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1052.GEOID18 height accuracy estimate available here.
 EJ1052
 EJ1052.Click photographs - Photos may exist for this station.
 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     -    57,923.      299,342.      MT  (+/- 10 meters HH2 GPS)
 EJ1052
 EJ1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU9079956453(NAD 83)
 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
 EJ1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1052.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1052
 EJ1052_MARKER: DB = BENCH MARK DISK
 EJ1052_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EJ1052_SP_SET: BRIDGE HAND RAIL
 EJ1052_STAMPING: A 104 1935
 EJ1052_MARK LOGO: CGS
 EJ1052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1052_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EJ1052+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2013
 EJ1052
 EJ1052  HISTORY     - Date     Condition        Report By
 EJ1052  HISTORY     - 1935     MONUMENTED       CGS
 EJ1052  HISTORY     - 1965     GOOD             CGS
 EJ1052  HISTORY     - 20130201 GOOD             ARHD
 EJ1052
 EJ1052                          STATION DESCRIPTION
 EJ1052
 EJ1052'DESCRIBED BY COAST AND 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.
 EJ1052
 EJ1052                          STATION RECOVERY (2013)
 EJ1052
 EJ1052'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (LPB)
 EJ1052'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1020 ***********************************************************************
 EJ1020  DESIGNATION -  A 105
 EJ1020  PID         -  EJ1020
 EJ1020  STATE/COUNTY-  AR/GARLAND
 EJ1020  COUNTRY     -  US
 EJ1020  USGS QUAD   -  HAMILTON (2017)
 EJ1020
 EJ1020                         *CURRENT SURVEY CONTROL
 EJ1020  ______________________________________________________________________
 EJ1020* NAD 83(1986) POSITION- 34 38 52.     (N) 093 11 40.     (W)   SCALED
 EJ1020* NAVD 88 ORTHO HEIGHT -   172.645 (meters)      566.42  (feet) ADJUSTED
 EJ1020  ______________________________________________________________________
 EJ1020  GEOID HEIGHT    -        -27.929 (meters)                     GEOID18
 EJ1020  DYNAMIC HEIGHT  -        172.474 (meters)      565.86  (feet) COMP
 EJ1020  MODELED GRAVITY -    979,643.7   (mgal)                       NAVD 88
 EJ1020
 EJ1020  VERT ORDER      -  SECOND    CLASS 0
 EJ1020
 EJ1020.The horizontal coordinates were scaled from a map and have
 EJ1020.an estimated accuracy of +/- 6 seconds.
 EJ1020
 EJ1020.The orthometric height was determined by differential leveling and
 EJ1020.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1020.in June 1991.
 EJ1020
 EJ1020.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1020.GEOID18 height accuracy estimate available here.
 EJ1020
 EJ1020.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU821340(NAD 83)
 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
 EJ1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1020.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1020
 EJ1020_MARKER: DB = BENCH MARK DISK
 EJ1020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1020_STAMPING: A 105 1935
 EJ1020_MARK LOGO: CGS
 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             CGS
 EJ1020  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ1020
 EJ1020                          STATION DESCRIPTION
 EJ1020
 EJ1020'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG1019 ***********************************************************************
 FG1019  DESIGNATION -  A 106
 FG1019  PID         -  FG1019
 FG1019  STATE/COUNTY-  AR/POPE
 FG1019  COUNTRY     -  US
 FG1019  USGS QUAD   -  DOVER (2017)
 FG1019
 FG1019                         *CURRENT SURVEY CONTROL
 FG1019  ______________________________________________________________________
 FG1019* NAD 83(1986) POSITION- 35 24 59.     (N) 093 05 18.     (W)   SCALED
 FG1019* NAVD 88 ORTHO HEIGHT -   150.242 (meters)      492.92  (feet) ADJUSTED
 FG1019  ______________________________________________________________________
 FG1019  GEOID HEIGHT    -        -28.887 (meters)                     GEOID18
 FG1019  DYNAMIC HEIGHT  -        150.100 (meters)      492.45  (feet) COMP
 FG1019  MODELED GRAVITY -    979,689.8   (mgal)                       NAVD 88
 FG1019
 FG1019  VERT ORDER      -  SECOND    CLASS 0
 FG1019
 FG1019.The horizontal coordinates were scaled from a map and have
 FG1019.an estimated accuracy of +/- 6 seconds.
 FG1019
 FG1019.The orthometric height was determined by differential leveling and
 FG1019.adjusted by the NATIONAL GEODETIC SURVEY
 FG1019.in June 1991.
 FG1019
 FG1019.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1019.GEOID18 height accuracy estimate available here.
 FG1019
 FG1019.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV919192(NAD 83)
 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
 FG1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1019.See file dsdata.pdf to determine how the superseded data were derived.
 FG1019
 FG1019_MARKER: DB = BENCH MARK DISK
 FG1019_SETTING: 7 = 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 = MARCH 20, 2026 22:17:28 EDT
 FG0795 ***********************************************************************
 FG0795  DESIGNATION -  A 107
 FG0795  PID         -  FG0795
 FG0795  STATE/COUNTY-  AR/NEWTON
 FG0795  COUNTRY     -  US
 FG0795  USGS QUAD   -  PARTHENON (2017)
 FG0795
 FG0795                         *CURRENT SURVEY CONTROL
 FG0795  ______________________________________________________________________
 FG0795* NAD 83(1986) POSITION- 35 57 54.     (N) 093 13 58.     (W)   SCALED
 FG0795* NAVD 88 ORTHO HEIGHT -   277.000 (meters)      908.79  (feet) ADJUSTED
 FG0795  ______________________________________________________________________
 FG0795  GEOID HEIGHT    -        -28.109 (meters)                     GEOID18
 FG0795  DYNAMIC HEIGHT  -        276.743 (meters)      907.95  (feet) COMP
 FG0795  MODELED GRAVITY -    979,700.7   (mgal)                       NAVD 88
 FG0795
 FG0795  VERT ORDER      -  SECOND    CLASS 0
 FG0795
 FG0795.The horizontal coordinates were scaled from a map and have
 FG0795.an estimated accuracy of +/- 6 seconds.
 FG0795
 FG0795.The orthometric height was determined by differential leveling and
 FG0795.adjusted by the NATIONAL GEODETIC SURVEY
 FG0795.in June 1991.
 FG0795
 FG0795.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0795.GEOID18 height accuracy estimate available here.
 FG0795
 FG0795.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV790800(NAD 83)
 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
 FG0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0795.See file dsdata.pdf to determine how the superseded data were derived.
 FG0795
 FG0795_MARKER: DB = BENCH MARK DISK
 FG0795_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0795_STAMPING: A 107 1935
 FG0795_MARK LOGO: CGS
 FG0795_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2139 ***********************************************************************
 EH2139  DESIGNATION -  A 108
 EH2139  PID         -  EH2139
 EH2139  STATE/COUNTY-  AR/LONOKE
 EH2139  COUNTRY     -  US
 EH2139  USGS QUAD   -  POCKET PRAIRIE (2017)
 EH2139
 EH2139                         *CURRENT SURVEY CONTROL
 EH2139  ______________________________________________________________________
 EH2139* NAD 83(1986) POSITION- 34 46 59.     (N) 091 48 09.     (W)   SCALED
 EH2139* NAVD 88 ORTHO HEIGHT -    69.798 (meters)      229.00  (feet) ADJUSTED
 EH2139  ______________________________________________________________________
 EH2139  GEOID HEIGHT    -        -26.849 (meters)                     GEOID18
 EH2139  DYNAMIC HEIGHT  -         69.732 (meters)      228.78  (feet) COMP
 EH2139  MODELED GRAVITY -    979,699.9   (mgal)                       NAVD 88
 EH2139
 EH2139  VERT ORDER      -  FIRST     CLASS II
 EH2139
 EH2139.The horizontal coordinates were scaled from a map and have
 EH2139.an estimated accuracy of +/- 6 seconds.
 EH2139
 EH2139.The orthometric height was determined by differential leveling and
 EH2139.adjusted by the NATIONAL GEODETIC SURVEY
 EH2139.in June 1991.
 EH2139
 EH2139.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2139.GEOID18 height accuracy estimate available here.
 EH2139
 EH2139.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU095496(NAD 83)
 EH2139
 EH2139                          SUPERSEDED SURVEY CONTROL
 EH2139
 EH2139  NGVD 29 (11/26/84)   69.811  (m)          229.04   (f) ADJUSTED    1 2
 EH2139
 EH2139.Superseded values are not recommended for survey control.
 EH2139
 EH2139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2139.See file dsdata.pdf to determine how the superseded data were derived.
 EH2139
 EH2139_MARKER: DB = BENCH MARK DISK
 EH2139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2139_STAMPING: A 108 1954
 EH2139_MARK LOGO: CGS
 EH2139_PROJECTION: PROJECTING 13 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2191 ***********************************************************************
 EH2191  DESIGNATION -  A 109
 EH2191  PID         -  EH2191
 EH2191  STATE/COUNTY-  AR/PRAIRIE
 EH2191  COUNTRY     -  US
 EH2191  USGS QUAD   -  CARLISLE (2017)
 EH2191
 EH2191                         *CURRENT SURVEY CONTROL
 EH2191  ______________________________________________________________________
 EH2191* NAD 83(1986) POSITION- 34 46 45.     (N) 091 38 27.     (W)   SCALED
 EH2191* NAVD 88 ORTHO HEIGHT -    71.687 (meters)      235.19  (feet) ADJUSTED
 EH2191  ______________________________________________________________________
 EH2191  GEOID HEIGHT    -        -26.924 (meters)                     GEOID18
 EH2191  DYNAMIC HEIGHT  -         71.619 (meters)      234.97  (feet) COMP
 EH2191  MODELED GRAVITY -    979,694.7   (mgal)                       NAVD 88
 EH2191
 EH2191  VERT ORDER      -  FIRST     CLASS II
 EH2191
 EH2191.The horizontal coordinates were scaled from a map and have
 EH2191.an estimated accuracy of +/- 6 seconds.
 EH2191
 EH2191.The orthometric height was determined by differential leveling and
 EH2191.adjusted by the NATIONAL GEODETIC SURVEY
 EH2191.in September 2023.
 EH2191
 EH2191.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2191.GEOID18 height accuracy estimate available here.
 EH2191
 EH2191.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU243493(NAD 83)
 EH2191
 EH2191                          SUPERSEDED SURVEY CONTROL
 EH2191
 EH2191  NAVD 88 (06/15/91)   71.708  (m)          235.26   (f) SUPERSEDED  1 2
 EH2191  NGVD 29 (11/26/84)   71.720  (m)          235.30   (f) ADJUSTED    1 2
 EH2191
 EH2191.Superseded values are not recommended for survey control.
 EH2191
 EH2191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2191.See file dsdata.pdf to determine how the superseded data were derived.
 EH2191
 EH2191_MARKER: DB = BENCH MARK DISK
 EH2191_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EH2191_SP_SET: CULVERT HEADWALL
 EH2191_STAMPING: A 109 1954
 EH2191_MARK LOGO: CGS
 EH2191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2191+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0478 ***********************************************************************
 EJ0478  DESIGNATION -  A 11
 EJ0478  PID         -  EJ0478
 EJ0478  STATE/COUNTY-  AR/JEFFERSON
 EJ0478  COUNTRY     -  US
 EJ0478  USGS QUAD   -  PINE BLUFF (2017)
 EJ0478
 EJ0478                         *CURRENT SURVEY CONTROL
 EJ0478  ______________________________________________________________________
 EJ0478* NAD 83(1986) POSITION- 34 13 33.87   (N) 092 00 07.64   (W)   HD_HELD1
 EJ0478* NAVD 88 ORTHO HEIGHT -    67.096 (meters)      220.13  (feet) ADJUSTED
 EJ0478  ______________________________________________________________________
 EJ0478  GEOID HEIGHT    -        -25.979 (meters)                     GEOID18
 EJ0478  DYNAMIC HEIGHT  -         67.031 (meters)      219.92  (feet) COMP
 EJ0478  MODELED GRAVITY -    979,667.1   (mgal)                       NAVD 88
 EJ0478
 EJ0478  VERT ORDER      -  FIRST     CLASS II
 EJ0478
 EJ0478.The horizontal coordinates were determined by differentially corrected
 EJ0478.hand held GPS observations or other comparable positioning techniques
 EJ0478.and have an estimated accuracy of +/- 3 meters.
 EJ0478
 EJ0478.The orthometric height was determined by differential leveling and
 EJ0478.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0478.in September 2023.
 EJ0478
 EJ0478.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0478.GEOID18 height accuracy estimate available here.
 EJ0478
 EJ0478.Click photographs - Photos may exist for this station.
 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     -   572,958.0     399,804.5     MT  (+/- 3 meters HH1 GPS) 
 EJ0478
 EJ0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT9190887673(NAD 83)
 EJ0478
 EJ0478                          SUPERSEDED SURVEY CONTROL
 EJ0478
 EJ0478  NAVD 88 (06/15/91)   67.097  (m)          220.13   (f) SUPERSEDED  1 2
 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
 EJ0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0478.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0478
 EJ0478_MARKER: DB = BENCH MARK DISK
 EJ0478_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EJ0478_SP_SET: BUILDING WALL
 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 - December 20, 2008
 EJ0478
 EJ0478  HISTORY     - Date     Condition        Report By
 EJ0478  HISTORY     - 1932     MONUMENTED       CGS
 EJ0478  HISTORY     - 1957     GOOD             CGS
 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  HISTORY     - 20081220 GOOD             GEOCAC
 EJ0478
 EJ0478                          STATION DESCRIPTION
 EJ0478
 EJ0478'DESCRIBED BY COAST AND 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 DEPARTMENT OF TRANSPORTATION 2006 (WDA)
 EJ0478'RECOVERED IN GOOD CONDITION.
 EJ0478
 EJ0478                          STATION RECOVERY (2008)
 EJ0478
 EJ0478'RECOVERY NOTE BY GEOCACHING 2008 (LPC)
 EJ0478'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH2017 ***********************************************************************
 EH2017  HT_MOD      -  This is a Height Modernization Survey Station.
 EH2017  DESIGNATION -  A 110
 EH2017  PID         -  EH2017
 EH2017  STATE/COUNTY-  AR/PRAIRIE
 EH2017  COUNTRY     -  US
 EH2017  USGS QUAD   -  DES ARC WEST (2017)
 EH2017
 EH2017                         *CURRENT SURVEY CONTROL
 EH2017  ______________________________________________________________________
 EH2017* NAD 83(2011) POSITION- 34 57 58.35557(N) 091 33 49.71108(W)   ADJUSTED
 EH2017* NAD 83(2011) ELLIP HT-    38.715 (meters)        (06/27/12)   ADJUSTED
 EH2017* NAD 83(2011) EPOCH   -  2010.00
 EH2017* NAVD 88 ORTHO HEIGHT -    65.84  (meters)      216.0   (feet) GPS OBS
 EH2017  ______________________________________________________________________
 EH2017  NAVD 88 orthometric height was determined with geoid model    GEOID03
 EH2017  GEOID HEIGHT    -        -27.082 (meters)                     GEOID03
 EH2017  GEOID HEIGHT    -        -27.186 (meters)                     GEOID18
 EH2017  NAD 83(2011) X  -   -142,799.024 (meters)                     COMP
 EH2017  NAD 83(2011) Y  - -5,230,658.947 (meters)                     COMP
 EH2017  NAD 83(2011) Z  -  3,634,817.720 (meters)                     COMP
 EH2017  LAPLACE CORR    -          0.25  (seconds)                    DEFLEC18
 EH2017
 EH2017  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 EH2017  Standards:
 EH2017         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 EH2017            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 EH2017  -------------------------------------------------------------------
 EH2017  NETWORK    0.88   1.43           0.39   0.32   0.73     -0.10830090
 EH2017  -------------------------------------------------------------------
 EH2017  Click here for local accuracies and other accuracy information.
 EH2017
 EH2017.The horizontal coordinates were established by GPS observations
 EH2017.and adjusted by the National Geodetic Survey in June 2012.
 EH2017
 EH2017.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 EH2017.been affixed to the stable North American tectonic plate. See 
 EH2017.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 EH2017
 EH2017.The horizontal coordinates are valid at the epoch date displayed above
 EH2017.which is a decimal equivalence of Year/Month/Day.
 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.
 EH2017
 EH2017.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2017.GEOID18 height accuracy estimate available here.
 EH2017
 EH2017.Click photographs - Photos may exist for this station.
 EH2017
 EH2017.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH2017
 EH2017.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2017
 EH2017.The ellipsoidal height was determined by GPS observations
 EH2017.and is referenced to NAD 83.
 EH2017
 EH2017. The following values were computed from the NAD 83(2011) position.
 EH2017
 EH2017;                    North         East     Units Scale Factor Converg.
 EH2017;SPC AR S     -   655,146.247   439,837.369   MT  1.00005060   +0 14 38.9
 EH2017;SPC AR S     - 2,149,425.65  1,443,033.10   sFT  1.00005060   +0 14 38.9
 EH2017;UTM  15      - 3,870,237.738   631,113.442   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU3111370237(NAD 83)
 EH2017
 EH2017                          SUPERSEDED SURVEY CONTROL
 EH2017
 EH2017  NAD 83(2007)-  34 57 58.35550(N)    091 33 49.71180(W) AD(2002.00) 0
 EH2017  ELLIP H (02/10/07)   38.734  (m)                       GP(2002.00)    
 EH2017  NAD 83(1997)-  34 57 58.35527(N)    091 33 49.71175(W) AD(       ) B
 EH2017  ELLIP H (04/05/04)   38.733  (m)                       GP(       ) 4 1
 EH2017  NAVD 88              65.91   (m)          216.2    (f) LEVELING    3  
 EH2017  NAVD 88 (06/15/91)   65.908  (m)          216.23   (f) ADJUSTED    1 2
 EH2017  NGVD 29 (11/26/84)   65.908  (m)          216.23   (f) ADJUSTED    1 2
 EH2017
 EH2017.Superseded values are not recommended for survey control.
 EH2017
 EH2017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2017.See file dsdata.pdf to determine how the superseded data were derived.
 EH2017
 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 - August 30, 2007
 EH2017
 EH2017  HISTORY     - Date     Condition        Report By
 EH2017  HISTORY     - 1954     MONUMENTED       CGS
 EH2017  HISTORY     - 20020330 GOOD             USACE
 EH2017  HISTORY     - 20040901 GOOD             WOOLPT
 EH2017  HISTORY     - 20070830 GOOD             USACE
 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.
 EH2017
 EH2017                          STATION RECOVERY (2007)
 EH2017
 EH2017'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2007 (POP)
 EH2017'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1592 ***********************************************************************
 EH1592  DESIGNATION -  A 112
 EH1592  PID         -  EH1592
 EH1592  STATE/COUNTY-  AR/LINCOLN
 EH1592  COUNTRY     -  US
 EH1592  USGS QUAD   -  CADES (2017)
 EH1592
 EH1592                         *CURRENT SURVEY CONTROL
 EH1592  ______________________________________________________________________
 EH1592* NAD 83(1986) POSITION- 34 03 01.     (N) 091 36 45.     (W)   SCALED
 EH1592* NAVD 88 ORTHO HEIGHT -    53.172 (meters)      174.45  (feet) ADJUSTED
 EH1592  ______________________________________________________________________
 EH1592  GEOID HEIGHT    -        -25.987 (meters)                     GEOID18
 EH1592  DYNAMIC HEIGHT  -         53.120 (meters)      174.28  (feet) COMP
 EH1592  MODELED GRAVITY -    979,652.2   (mgal)                       NAVD 88
 EH1592
 EH1592  VERT ORDER      -  FIRST     CLASS II
 EH1592
 EH1592.The horizontal coordinates were scaled from a map and have
 EH1592.an estimated accuracy of +/- 6 seconds.
 EH1592
 EH1592.The orthometric height was determined by differential leveling and
 EH1592.adjusted by the NATIONAL GEODETIC SURVEY
 EH1592.in August 1993.
 EH1592
 EH1592.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1592.GEOID18 height accuracy estimate available here.
 EH1592
 EH1592.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT280685(NAD 83)
 EH1592
 EH1592                          SUPERSEDED SURVEY CONTROL
 EH1592
 EH1592  NAVD 88 (06/15/91)   53.176  (m)          174.46   (f) SUPERSEDED  1 2
 EH1592  NGVD 29 (11/26/84)   53.246  (m)          174.69   (f) ADJUSTED    1 2
 EH1592
 EH1592.Superseded values are not recommended for survey control.
 EH1592
 EH1592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1592.See file dsdata.pdf to determine how the superseded data were derived.
 EH1592
 EH1592_MARKER: DB = BENCH MARK DISK
 EH1592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1592_STAMPING: A 112 1954
 EH1592_MARK LOGO: CGS
 EH1592_PROJECTION: PROJECTING 12 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1645 ***********************************************************************
 EH1645  DESIGNATION -  A 113
 EH1645  PID         -  EH1645
 EH1645  STATE/COUNTY-  AR/ARKANSAS
 EH1645  COUNTRY     -  US
 EH1645  USGS QUAD   -  LODGE CORNER (2017)
 EH1645
 EH1645                         *CURRENT SURVEY CONTROL
 EH1645  ______________________________________________________________________
 EH1645* NAD 83(1986) POSITION- 34 22 26.     (N) 091 32 03.     (W)   SCALED
 EH1645* NAVD 88 ORTHO HEIGHT -    61.325 (meters)      201.20  (feet) ADJUSTED
 EH1645  ______________________________________________________________________
 EH1645  GEOID HEIGHT    -        -26.390 (meters)                     GEOID18
 EH1645  DYNAMIC HEIGHT  -         61.266 (meters)      201.00  (feet) COMP
 EH1645  MODELED GRAVITY -    979,673.3   (mgal)                       NAVD 88
 EH1645
 EH1645  VERT ORDER      -  FIRST     CLASS II
 EH1645
 EH1645.The horizontal coordinates were scaled from a map and have
 EH1645.an estimated accuracy of +/- 6 seconds.
 EH1645
 EH1645.The orthometric height was determined by differential leveling and
 EH1645.adjusted by the NATIONAL GEODETIC SURVEY
 EH1645.in August 1993.
 EH1645
 EH1645.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1645.GEOID18 height accuracy estimate available here.
 EH1645
 EH1645.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU347045(NAD 83)
 EH1645
 EH1645                          SUPERSEDED SURVEY CONTROL
 EH1645
 EH1645  NAVD 88 (06/15/91)   61.369  (m)          201.34   (f) SUPERSEDED  1 2
 EH1645  NGVD 29 (11/26/84)   61.381  (m)          201.38   (f) ADJUSTED    1 2
 EH1645
 EH1645.Superseded values are not recommended for survey control.
 EH1645
 EH1645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1645.See file dsdata.pdf to determine how the superseded data were derived.
 EH1645
 EH1645_MARKER: DB = BENCH MARK DISK
 EH1645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1645_STAMPING: A 113 1954
 EH1645_MARK LOGO: CGS
 EH1645_PROJECTION: PROJECTING 12 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2365 ***********************************************************************
 EH2365  DESIGNATION -  A 114
 EH2365  PID         -  EH2365
 EH2365  STATE/COUNTY-  AR/PRAIRIE
 EH2365  COUNTRY     -  US
 EH2365  USGS QUAD   -  SLOVAK (2017)
 EH2365
 EH2365                         *CURRENT SURVEY CONTROL
 EH2365  ______________________________________________________________________
 EH2365* NAD 83(1986) POSITION- 34 38 26.     (N) 091 34 22.     (W)   SCALED
 EH2365* NAVD 88 ORTHO HEIGHT -    66.560 (meters)      218.37  (feet) ADJUSTED
 EH2365  ______________________________________________________________________
 EH2365  GEOID HEIGHT    -        -26.754 (meters)                     GEOID18
 EH2365  DYNAMIC HEIGHT  -         66.496 (meters)      218.16  (feet) COMP
 EH2365  MODELED GRAVITY -    979,685.7   (mgal)                       NAVD 88
 EH2365
 EH2365  VERT ORDER      -  FIRST     CLASS II
 EH2365
 EH2365.The horizontal coordinates were scaled from a map and have
 EH2365.an estimated accuracy of +/- 6 seconds.
 EH2365
 EH2365.The orthometric height was determined by differential leveling and
 EH2365.adjusted by the NATIONAL GEODETIC SURVEY
 EH2365.in June 1991.
 EH2365
 EH2365.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2365.GEOID18 height accuracy estimate available here.
 EH2365
 EH2365.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU308341(NAD 83)
 EH2365
 EH2365                          SUPERSEDED SURVEY CONTROL
 EH2365
 EH2365  NGVD 29 (11/26/84)   66.582  (m)          218.44   (f) ADJUSTED    1 2
 EH2365
 EH2365.Superseded values are not recommended for survey control.
 EH2365
 EH2365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2365.See file dsdata.pdf to determine how the superseded data were derived.
 EH2365
 EH2365_MARKER: DB = BENCH MARK DISK
 EH2365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2365_STAMPING: A 114 1954
 EH2365_MARK LOGO: CGS
 EH2365_PROJECTION: PROJECTING 12 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1404 ***********************************************************************
 EH1404  DESIGNATION -  A 115
 EH1404  PID         -  EH1404
 EH1404  STATE/COUNTY-  AR/ARKANSAS
 EH1404  COUNTRY     -  US
 EH1404  USGS QUAD   -  ALMYRA (2017)
 EH1404
 EH1404                         *CURRENT SURVEY CONTROL
 EH1404  ______________________________________________________________________
 EH1404* NAD 83(1986) POSITION- 34 25 00.     (N) 091 25 03.     (W)   SCALED
 EH1404* NAVD 88 ORTHO HEIGHT -    62.066 (meters)      203.63  (feet) ADJUSTED
 EH1404  ______________________________________________________________________
 EH1404  GEOID HEIGHT    -        -26.534 (meters)                     GEOID18
 EH1404  DYNAMIC HEIGHT  -         62.006 (meters)      203.43  (feet) COMP
 EH1404  MODELED GRAVITY -    979,674.1   (mgal)                       NAVD 88
 EH1404
 EH1404  VERT ORDER      -  FIRST     CLASS II
 EH1404
 EH1404.The horizontal coordinates were scaled from a map and have
 EH1404.an estimated accuracy of +/- 6 seconds.
 EH1404
 EH1404.The orthometric height was determined by differential leveling and
 EH1404.adjusted by the NATIONAL GEODETIC SURVEY
 EH1404.in August 1993.
 EH1404
 EH1404.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1404.GEOID18 height accuracy estimate available here.
 EH1404
 EH1404.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU454094(NAD 83)
 EH1404
 EH1404                          SUPERSEDED SURVEY CONTROL
 EH1404
 EH1404  NAVD 88 (06/15/91)   62.117  (m)          203.80   (f) SUPERSEDED  1 2
 EH1404  NGVD 29 (11/26/84)   62.123  (m)          203.82   (f) ADJUSTED    1 2
 EH1404
 EH1404.Superseded values are not recommended for survey control.
 EH1404
 EH1404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1404.See file dsdata.pdf to determine how the superseded data were derived.
 EH1404
 EH1404_MARKER: DB = BENCH MARK DISK
 EH1404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1404_STAMPING: A 115 1954
 EH1404_MARK LOGO: CGS
 EH1404_PROJECTION: PROJECTING 12 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1373 ***********************************************************************
 EH1373  DESIGNATION -  A 116
 EH1373  PID         -  EH1373
 EH1373  STATE/COUNTY-  AR/ARKANSAS
 EH1373  COUNTRY     -  US
 EH1373  USGS QUAD   -  DE WITT SW (2017)
 EH1373
 EH1373                         *CURRENT SURVEY CONTROL
 EH1373  ______________________________________________________________________
 EH1373* NAD 83(1986) POSITION- 34 17 53.     (N) 091 25 12.     (W)   SCALED
 EH1373* NAVD 88 ORTHO HEIGHT -    57.926 (meters)      190.05  (feet) ADJUSTED
 EH1373  ______________________________________________________________________
 EH1373  GEOID HEIGHT    -        -26.362 (meters)                     GEOID18
 EH1373  DYNAMIC HEIGHT  -         57.870 (meters)      189.86  (feet) COMP
 EH1373  MODELED GRAVITY -    979,666.9   (mgal)                       NAVD 88
 EH1373
 EH1373  VERT ORDER      -  FIRST     CLASS II
 EH1373
 EH1373.The horizontal coordinates were scaled from a map and have
 EH1373.an estimated accuracy of +/- 6 seconds.
 EH1373
 EH1373.The orthometric height was determined by differential leveling and
 EH1373.adjusted by the NATIONAL GEODETIC SURVEY
 EH1373.in August 1993.
 EH1373
 EH1373.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1373.GEOID18 height accuracy estimate available here.
 EH1373
 EH1373.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT454963(NAD 83)
 EH1373
 EH1373                          SUPERSEDED SURVEY CONTROL
 EH1373
 EH1373  NAVD 88 (06/15/91)   57.989  (m)          190.25   (f) SUPERSEDED  1 2
 EH1373  NGVD 29 (11/26/84)   58.000  (m)          190.29   (f) ADJUSTED    1 2
 EH1373
 EH1373.Superseded values are not recommended for survey control.
 EH1373
 EH1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1373.See file dsdata.pdf to determine how the superseded data were derived.
 EH1373
 EH1373_MARKER: DB = BENCH MARK DISK
 EH1373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1373_STAMPING: A 116 1954
 EH1373_MARK LOGO: CGS
 EH1373_PROJECTION: PROJECTING 12 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 DL0829 ***********************************************************************
 DL0829  DESIGNATION -  A 119
 DL0829  PID         -  DL0829
 DL0829  STATE/COUNTY-  AR/LAFAYETTE
 DL0829  COUNTRY     -  US
 DL0829  USGS QUAD   -  LEWISVILLE (2017)
 DL0829
 DL0829                         *CURRENT SURVEY CONTROL
 DL0829  ______________________________________________________________________
 DL0829* NAD 83(1986) POSITION- 33 21 32.     (N) 093 37 22.     (W)   SCALED
 DL0829* NAVD 88 ORTHO HEIGHT -    75.422 (meters)      247.45  (feet) ADJUSTED
 DL0829  ______________________________________________________________________
 DL0829  GEOID HEIGHT    -        -26.751 (meters)                     GEOID18
 DL0829  DYNAMIC HEIGHT  -         75.341 (meters)      247.18  (feet) COMP
 DL0829  MODELED GRAVITY -    979,567.8   (mgal)                       NAVD 88
 DL0829
 DL0829  VERT ORDER      -  FIRST     CLASS II
 DL0829
 DL0829.The horizontal coordinates were scaled from a map and have
 DL0829.an estimated accuracy of +/- 6 seconds.
 DL0829
 DL0829.The orthometric height was determined by differential leveling and
 DL0829.adjusted by the NATIONAL GEODETIC SURVEY
 DL0829.in June 1991.
 DL0829
 DL0829.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0829.GEOID18 height accuracy estimate available here.
 DL0829
 DL0829.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS420912(NAD 83)
 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
 DL0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0829.See file dsdata.pdf to determine how the superseded data were derived.
 DL0829
 DL0829_MARKER: DB = BENCH MARK DISK
 DL0829_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL0829_SP_SET: CULVERT HEADWALL
 DL0829_STAMPING: A 119 1934
 DL0829_MARK LOGO: CGS
 DL0829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0829+STABILITY: SURFACE MOTION
 DL0829_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL0829+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2007
 DL0829
 DL0829  HISTORY     - Date     Condition        Report By
 DL0829  HISTORY     - 1934     MONUMENTED       CGS
 DL0829  HISTORY     - 1963     GOOD             CGS
 DL0829  HISTORY     - 20070801 GOOD             ARHD
 DL0829
 DL0829                          STATION DESCRIPTION
 DL0829
 DL0829'DESCRIBED BY COAST AND 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.
 DL0829
 DL0829                          STATION RECOVERY (2007)
 DL0829
 DL0829'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2007 (WDA)
 DL0829'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0351 ***********************************************************************
 DL0351  DESIGNATION -  A 12
 DL0351  PID         -  DL0351
 DL0351  STATE/COUNTY-  AR/OUACHITA
 DL0351  COUNTRY     -  US
 DL0351  USGS QUAD   -  EAGLE MILLS (2017)
 DL0351
 DL0351                         *CURRENT SURVEY CONTROL
 DL0351  ______________________________________________________________________
 DL0351* NAD 83(1986) POSITION- 33 42 17.     (N) 092 39 42.     (W)   SCALED
 DL0351* NAVD 88 ORTHO HEIGHT -    65.501 (meters)      214.90  (feet) ADJUSTED
 DL0351  ______________________________________________________________________
 DL0351  GEOID HEIGHT    -        -26.184 (meters)                     GEOID18
 DL0351  DYNAMIC HEIGHT  -         65.434 (meters)      214.68  (feet) COMP
 DL0351  MODELED GRAVITY -    979,617.4   (mgal)                       NAVD 88
 DL0351
 DL0351  VERT ORDER      -  SECOND    CLASS I
 DL0351
 DL0351.The horizontal coordinates were scaled from a map and have
 DL0351.an estimated accuracy of +/- 6 seconds.
 DL0351
 DL0351.The orthometric height was determined by differential leveling and
 DL0351.adjusted by the NATIONAL GEODETIC SURVEY
 DL0351.in September 2023.
 DL0351
 DL0351.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0351.GEOID18 height accuracy estimate available here.
 DL0351
 DL0351.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT313294(NAD 83)
 DL0351
 DL0351                          SUPERSEDED SURVEY CONTROL
 DL0351
 DL0351  NAVD 88 (06/15/91)   65.501  (m)          214.90   (f) SUPERSEDED  2 0
 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
 DL0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0351.See file dsdata.pdf to determine how the superseded data were derived.
 DL0351
 DL0351_MARKER: DB = BENCH MARK DISK
 DL0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0351_STAMPING: 215.157 A 12 1932
 DL0351_MARK LOGO: CGS
 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             CGS
 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 COAST AND GEODETIC SURVEY 1964
 DL0351'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0523 ***********************************************************************
 DL0523  DESIGNATION -  A 120
 DL0523  PID         -  DL0523
 DL0523  STATE/COUNTY-  AR/OUACHITA
 DL0523  COUNTRY     -  US
 DL0523  USGS QUAD   -  STEPHENS (2017)
 DL0523
 DL0523                         *CURRENT SURVEY CONTROL
 DL0523  ______________________________________________________________________
 DL0523* NAD 83(1986) POSITION- 33 24 12.     (N) 093 05 49.     (W)   SCALED
 DL0523* NAVD 88 ORTHO HEIGHT -    57.626 (meters)      189.06  (feet) ADJUSTED
 DL0523  ______________________________________________________________________
 DL0523  GEOID HEIGHT    -        -26.422 (meters)                     GEOID18
 DL0523  DYNAMIC HEIGHT  -         57.565 (meters)      188.86  (feet) COMP
 DL0523  MODELED GRAVITY -    979,580.6   (mgal)                       NAVD 88
 DL0523
 DL0523  VERT ORDER      -  SECOND    CLASS 0
 DL0523
 DL0523.The horizontal coordinates were scaled from a map and have
 DL0523.an estimated accuracy of +/- 6 seconds.
 DL0523
 DL0523.The orthometric height was determined by differential leveling and
 DL0523.adjusted by the NATIONAL GEODETIC SURVEY
 DL0523.in June 1991.
 DL0523
 DL0523.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0523.GEOID18 height accuracy estimate available here.
 DL0523
 DL0523.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS909960(NAD 83)
 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
 DL0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0523.See file dsdata.pdf to determine how the superseded data were derived.
 DL0523
 DL0523_MARKER: DB = BENCH MARK DISK
 DL0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0523_STAMPING: A 120 1934
 DL0523_MARK LOGO: CGS
 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   CGS
 DL0523  HISTORY     - 20080519 MARK NOT FOUND   ARHD
 DL0523
 DL0523                          STATION DESCRIPTION
 DL0523
 DL0523'DESCRIBED BY COAST AND 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.
 DL0523
 DL0523                          STATION RECOVERY (2008)
 DL0523
 DL0523'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2008 (WDA)
 DL0523'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0673 ***********************************************************************
 DL0673  DESIGNATION -  A 121
 DL0673  PID         -  DL0673
 DL0673  STATE/COUNTY-  AR/COLUMBIA
 DL0673  COUNTRY     -  US
 DL0673  USGS QUAD   -  MAGNOLIA (2017)
 DL0673
 DL0673                         *CURRENT SURVEY CONTROL
 DL0673  ______________________________________________________________________
 DL0673* NAD 83(1986) POSITION- 33 15 53.     (N) 093 12 26.     (W)   SCALED
 DL0673* NAVD 88 ORTHO HEIGHT -    90.312 (meters)      296.30  (feet) ADJUSTED
 DL0673  ______________________________________________________________________
 DL0673  GEOID HEIGHT    -        -26.412 (meters)                     GEOID18
 DL0673  DYNAMIC HEIGHT  -         90.215 (meters)      295.98  (feet) COMP
 DL0673  MODELED GRAVITY -    979,562.1   (mgal)                       NAVD 88
 DL0673
 DL0673  VERT ORDER      -  SECOND    CLASS 0
 DL0673
 DL0673.The horizontal coordinates were scaled from a map and have
 DL0673.an estimated accuracy of +/- 6 seconds.
 DL0673
 DL0673.The orthometric height was determined by differential leveling and
 DL0673.adjusted by the NATIONAL GEODETIC SURVEY
 DL0673.in June 1991.
 DL0673
 DL0673.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0673.GEOID18 height accuracy estimate available here.
 DL0673
 DL0673.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS807806(NAD 83)
 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
 DL0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0673.See file dsdata.pdf to determine how the superseded data were derived.
 DL0673
 DL0673_MARKER: DB = BENCH MARK DISK
 DL0673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0673_STAMPING: A 121 1934
 DL0673_MARK LOGO: CGS
 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       CGS
 DL0673  HISTORY     - 1966     MARK NOT FOUND   USGS
 DL0673  HISTORY     - 20110921 MARK NOT FOUND   ARHD
 DL0673
 DL0673                          STATION DESCRIPTION
 DL0673
 DL0673'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 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.
 DL0673
 DL0673                          STATION RECOVERY (2011)
 DL0673
 DL0673'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (KWS)
 DL0673'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GG0118 ***********************************************************************
 GG0118  DESIGNATION -  A 124
 GG0118  PID         -  GG0118
 GG0118  STATE/COUNTY-  AR/BENTON
 GG0118  COUNTRY     -  US
 GG0118  USGS QUAD   -  GRAVETTE (2017)
 GG0118
 GG0118                         *CURRENT SURVEY CONTROL
 GG0118  ______________________________________________________________________
 GG0118* NAD 83(1986) POSITION- 36 26 41.     (N) 094 27 47.     (W)   SCALED
 GG0118* NAVD 88 ORTHO HEIGHT -   330.614 (meters)     1084.69  (feet) ADJUSTED
 GG0118  ______________________________________________________________________
 GG0118  GEOID HEIGHT    -        -28.274 (meters)                     GEOID18
 GG0118  DYNAMIC HEIGHT  -        330.337 (meters)     1083.78  (feet) COMP
 GG0118  MODELED GRAVITY -    979,783.2   (mgal)                       NAVD 88
 GG0118
 GG0118  VERT ORDER      -  SECOND    CLASS 0
 GG0118
 GG0118.The horizontal coordinates were scaled from a map and have
 GG0118.an estimated accuracy of +/- 6 seconds.
 GG0118
 GG0118.The orthometric height was determined by differential leveling and
 GG0118.adjusted by the NATIONAL GEODETIC SURVEY
 GG0118.in June 1991.
 GG0118
 GG0118.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0118.GEOID18 height accuracy estimate available here.
 GG0118
 GG0118.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA688342(NAD 83)
 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
 GG0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0118.See file dsdata.pdf to determine how the superseded data were derived.
 GG0118
 GG0118_MARKER: DB = BENCH MARK DISK
 GG0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0118_STAMPING: A 124 1935
 GG0118_MARK LOGO: CGS
 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   CGS
 GG0118  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 GG0118  HISTORY     - 20100323 MARK NOT FOUND   AR-007
 GG0118
 GG0118                          STATION DESCRIPTION
 GG0118
 GG0118'DESCRIBED BY COAST AND 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.
 GG0118
 GG0118                          STATION RECOVERY (2010)
 GG0118
 GG0118'RECOVERY NOTE BY BENTON COUNTY ARKANSAS 2010 (GT)
 GG0118'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0679 ***********************************************************************
 FG0679  DESIGNATION -  A 125
 FG0679  PID         -  FG0679
 FG0679  STATE/COUNTY-  AR/VAN BUREN
 FG0679  COUNTRY     -  US
 FG0679  USGS QUAD   -  LOST CORNER (2017)
 FG0679
 FG0679                         *CURRENT SURVEY CONTROL
 FG0679  ______________________________________________________________________
 FG0679* NAD 83(1986) POSITION- 35 35 36.21   (N) 092 48 17.68   (W)   HD_HELD1
 FG0679* NAVD 88 ORTHO HEIGHT -   497.771 (meters)     1633.10  (feet) ADJUSTED
 FG0679  ______________________________________________________________________
 FG0679  GEOID HEIGHT    -        -28.156 (meters)                     GEOID18
 FG0679  DYNAMIC HEIGHT  -        497.289 (meters)     1631.52  (feet) COMP
 FG0679  MODELED GRAVITY -    979,648.8   (mgal)                       NAVD 88
 FG0679
 FG0679  VERT ORDER      -  SECOND    CLASS 0
 FG0679
 FG0679.The horizontal coordinates were determined by differentially corrected
 FG0679.hand held GPS observations or other comparable positioning techniques
 FG0679.and have an estimated accuracy of +/- 3 meters.
 FG0679
 FG0679.The orthometric height was determined by differential leveling and
 FG0679.adjusted by the NATIONAL GEODETIC SURVEY
 FG0679.in June 1991.
 FG0679
 FG0679.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0679.GEOID18 height accuracy estimate available here.
 FG0679
 FG0679.Click photographs - Photos may exist for this station.
 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     -   140,090.9     327,061.0     MT  (+/- 3 meters HH1 GPS) 
 FG0679
 FG0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV1767238868(NAD 83)
 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
 FG0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0679.See file dsdata.pdf to determine how the superseded data were derived.
 FG0679
 FG0679_MARKER: DB = BENCH MARK DISK
 FG0679_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0679_STAMPING: A 125 1935
 FG0679_MARK LOGO: CGS
 FG0679_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0679_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FG0679+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2016
 FG0679
 FG0679  HISTORY     - Date     Condition        Report By
 FG0679  HISTORY     - 1935     MONUMENTED       CGS
 FG0679  HISTORY     - 20160107 GOOD             ARHD
 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.
 FG0679
 FG0679                          STATION RECOVERY (2016)
 FG0679
 FG0679'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 FG0679'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1061 ***********************************************************************
 FG1061  DESIGNATION -  A 127
 FG1061  PID         -  FG1061
 FG1061  STATE/COUNTY-  AR/POPE
 FG1061  COUNTRY     -  US
 FG1061  USGS QUAD   -  DELAWARE (2017)
 FG1061
 FG1061                         *CURRENT SURVEY CONTROL
 FG1061  ______________________________________________________________________
 FG1061* NAD 83(1986) POSITION- 35 21 11.     (N) 093 15 35.     (W)   SCALED
 FG1061* NAVD 88 ORTHO HEIGHT -   253.482 (meters)      831.63  (feet) ADJUSTED
 FG1061  ______________________________________________________________________
 FG1061  GEOID HEIGHT    -        -29.223 (meters)                     GEOID18
 FG1061  DYNAMIC HEIGHT  -        253.243 (meters)      830.85  (feet) COMP
 FG1061  MODELED GRAVITY -    979,684.4   (mgal)                       NAVD 88
 FG1061
 FG1061  VERT ORDER      -  FIRST     CLASS II
 FG1061
 FG1061.The horizontal coordinates were scaled from a map and have
 FG1061.an estimated accuracy of +/- 6 seconds.
 FG1061
 FG1061.The orthometric height was determined by differential leveling and
 FG1061.adjusted by the NATIONAL GEODETIC SURVEY
 FG1061.in June 1991.
 FG1061
 FG1061.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1061.GEOID18 height accuracy estimate available here.
 FG1061
 FG1061.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV764122(NAD 83)
 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
 FG1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1061.See file dsdata.pdf to determine how the superseded data were derived.
 FG1061
 FG1061_MARKER: DB = BENCH MARK DISK
 FG1061_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG1061_STAMPING: A 127 1935
 FG1061_MARK LOGO: CGS
 FG1061_PROJECTION: PROJECTING 20 CENTIMETERS
 FG1061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0924 ***********************************************************************
 FG0924  DESIGNATION -  A 128
 FG0924  PID         -  FG0924
 FG0924  STATE/COUNTY-  AR/JOHNSON
 FG0924  COUNTRY     -  US
 FG0924  USGS QUAD   -  ROSETTA (2017)
 FG0924
 FG0924                         *CURRENT SURVEY CONTROL
 FG0924  ______________________________________________________________________
 FG0924* NAD 83(1986) POSITION- 35 37 49.5    (N) 093 18 00.2    (W)   HD_HELD2
 FG0924* NAVD 88 ORTHO HEIGHT -   236.154 (meters)      774.78  (feet) ADJUSTED
 FG0924  ______________________________________________________________________
 FG0924  GEOID HEIGHT    -        -28.434 (meters)                     GEOID18
 FG0924  DYNAMIC HEIGHT  -        235.933 (meters)      774.06  (feet) COMP
 FG0924  MODELED GRAVITY -    979,692.0   (mgal)                       NAVD 88
 FG0924
 FG0924  VERT ORDER      -  SECOND    CLASS 0
 FG0924
 FG0924.The horizontal coordinates were established by autonomous hand held GPS
 FG0924.observations and have an estimated accuracy of +/- 10 meters.
 FG0924
 FG0924.The orthometric height was determined by differential leveling and
 FG0924.adjusted by the NATIONAL GEODETIC SURVEY
 FG0924.in June 1991.
 FG0924
 FG0924.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0924.GEOID18 height accuracy estimate available here.
 FG0924
 FG0924.Click photographs - Photos may exist for this station.
 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     -   144,678.      282,249.      MT  (+/- 10 meters HH2 GPS)
 FG0924
 FG0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV7283142998(NAD 83)
 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
 FG0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0924.See file dsdata.pdf to determine how the superseded data were derived.
 FG0924
 FG0924_MARKER: DB = BENCH MARK DISK
 FG0924_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0924_STAMPING: A 128 1935
 FG0924_MARK LOGO: CGS
 FG0924_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 DK1022 ***********************************************************************
 DK1022  DESIGNATION -  A 13
 DK1022  PID         -  DK1022
 DK1022  STATE/COUNTY-  AR/ASHLEY
 DK1022  COUNTRY     -  US
 DK1022  USGS QUAD   -  MONTROSE (2017)
 DK1022
 DK1022                         *CURRENT SURVEY CONTROL
 DK1022  ______________________________________________________________________
 DK1022* NAD 83(1986) POSITION- 33 17 54.     (N) 091 29 32.     (W)   SCALED
 DK1022* NAVD 88 ORTHO HEIGHT -    38.275 (meters)      125.57  (feet) ADJUSTED
 DK1022  ______________________________________________________________________
 DK1022  GEOID HEIGHT    -        -25.947 (meters)                     GEOID18
 DK1022  DYNAMIC HEIGHT  -         38.235 (meters)      125.44  (feet) COMP
 DK1022  MODELED GRAVITY -    979,583.3   (mgal)                       NAVD 88
 DK1022
 DK1022  VERT ORDER      -  FIRST     CLASS II
 DK1022
 DK1022.The horizontal coordinates were scaled from a map and have
 DK1022.an estimated accuracy of +/- 6 seconds.
 DK1022
 DK1022.The orthometric height was determined by differential leveling and
 DK1022.adjusted by the NATIONAL GEODETIC SURVEY
 DK1022.in June 1991.
 DK1022
 DK1022.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1022.GEOID18 height accuracy estimate available here.
 DK1022
 DK1022.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS403853(NAD 83)
 DK1022
 DK1022                          SUPERSEDED SURVEY CONTROL
 DK1022
 DK1022  NGVD 29 (11/26/84)   38.384  (m)          125.93   (f) ADJUSTED    1 2
 DK1022
 DK1022.Superseded values are not recommended for survey control.
 DK1022
 DK1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1022.See file dsdata.pdf to determine how the superseded data were derived.
 DK1022
 DK1022_MARKER: DB = BENCH MARK DISK
 DK1022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1022_STAMPING: A 13 1932
 DK1022_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0752 ***********************************************************************
 FG0752  DESIGNATION -  A 130
 FG0752  PID         -  FG0752
 FG0752  STATE/COUNTY-  AR/NEWTON
 FG0752  COUNTRY     -  US
 FG0752  USGS QUAD   -  MOUNT JUDEA (2017)
 FG0752
 FG0752                         *CURRENT SURVEY CONTROL
 FG0752  ______________________________________________________________________
 FG0752* NAD 83(1986) POSITION- 35 56 16.37   (N) 093 04 02.90   (W)   HD_HELD1
 FG0752* NAVD 88 ORTHO HEIGHT -   281.302 (meters)      922.91  (feet) ADJUSTED
 FG0752  ______________________________________________________________________
 FG0752  GEOID HEIGHT    -        -28.240 (meters)                     GEOID18
 FG0752  DYNAMIC HEIGHT  -        281.047 (meters)      922.07  (feet) COMP
 FG0752  MODELED GRAVITY -    979,720.4   (mgal)                       NAVD 88
 FG0752
 FG0752  VERT ORDER      -  SECOND    CLASS 0
 FG0752
 FG0752.The horizontal coordinates were determined by differentially corrected
 FG0752.hand held GPS observations or other comparable positioning techniques
 FG0752.and have an estimated accuracy of +/- 3 meters.
 FG0752
 FG0752.The orthometric height was determined by differential leveling and
 FG0752.adjusted by the NATIONAL GEODETIC SURVEY
 FG0752.in June 1991.
 FG0752
 FG0752.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0752.GEOID18 height accuracy estimate available here.
 FG0752
 FG0752.Click photographs - Photos may exist for this station.
 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     -   178,535.3     303,683.6     MT  (+/- 3 meters HH1 GPS) 
 FG0752
 FG0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV9391477060(NAD 83)
 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
 FG0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0752.See file dsdata.pdf to determine how the superseded data were derived.
 FG0752
 FG0752_MARKER: DB = BENCH MARK DISK
 FG0752_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0752_STAMPING: A 130 1935
 FG0752_MARK LOGO: CGS
 FG0752_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EK0264 ***********************************************************************
 EK0264  DESIGNATION -  A 131
 EK0264  PID         -  EK0264
 EK0264  STATE/COUNTY-  AR/HOWARD
 EK0264  COUNTRY     -  US
 EK0264  USGS QUAD   -  UMPIRE (2017)
 EK0264
 EK0264                         *CURRENT SURVEY CONTROL
 EK0264  ______________________________________________________________________
 EK0264* NAD 83(1986) POSITION- 34 17 45.     (N) 094 02 08.     (W)   SCALED
 EK0264* NAVD 88 ORTHO HEIGHT -   274.729 (meters)      901.34  (feet) ADJUSTED
 EK0264  ______________________________________________________________________
 EK0264  GEOID HEIGHT    -        -28.233 (meters)                     GEOID18
 EK0264  DYNAMIC HEIGHT  -        274.446 (meters)      900.41  (feet) COMP
 EK0264  MODELED GRAVITY -    979,598.4   (mgal)                       NAVD 88
 EK0264
 EK0264  VERT ORDER      -  SECOND    CLASS 0
 EK0264
 EK0264.The horizontal coordinates were scaled from a map and have
 EK0264.an estimated accuracy of +/- 6 seconds.
 EK0264
 EK0264.The orthometric height was determined by differential leveling and
 EK0264.adjusted by the NATIONAL GEODETIC SURVEY
 EK0264.in June 1991.
 EK0264
 EK0264.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0264.GEOID18 height accuracy estimate available here.
 EK0264
 EK0264.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT046954(NAD 83)
 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
 EK0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0264.See file dsdata.pdf to determine how the superseded data were derived.
 EK0264
 EK0264_MARKER: DB = BENCH MARK DISK
 EK0264_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EK0264_STAMPING: A 131 1935
 EK0264_MARK LOGO: CGS
 EK0264_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0264
 EK0264  HISTORY     - Date     Condition        Report By
 EK0264  HISTORY     - 1935     MONUMENTED       CGS
 EK0264  HISTORY     - 1961     MARK NOT FOUND   CGS
 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EK0224 ***********************************************************************
 EK0224  DESIGNATION -  A 132
 EK0224  PID         -  EK0224
 EK0224  STATE/COUNTY-  AR/HOWARD
 EK0224  COUNTRY     -  US
 EK0224  USGS QUAD   -  BAKER SPRINGS (2017)
 EK0224
 EK0224                         *CURRENT SURVEY CONTROL
 EK0224  ______________________________________________________________________
 EK0224* NAD 83(1986) POSITION- 34 17 24.     (N) 094 13 07.     (W)   SCALED
 EK0224* NAVD 88 ORTHO HEIGHT -   274.288 (meters)      899.89  (feet) ADJUSTED
 EK0224  ______________________________________________________________________
 EK0224  GEOID HEIGHT    -        -28.600 (meters)                     GEOID18
 EK0224  DYNAMIC HEIGHT  -        274.007 (meters)      898.97  (feet) COMP
 EK0224  MODELED GRAVITY -    979,602.1   (mgal)                       NAVD 88
 EK0224
 EK0224  VERT ORDER      -  SECOND    CLASS 0
 EK0224
 EK0224.The horizontal coordinates were scaled from a map and have
 EK0224.an estimated accuracy of +/- 6 seconds.
 EK0224
 EK0224.The orthometric height was determined by differential leveling and
 EK0224.adjusted by the NATIONAL GEODETIC SURVEY
 EK0224.in June 1991.
 EK0224
 EK0224.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0224.GEOID18 height accuracy estimate available here.
 EK0224
 EK0224.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT878949(NAD 83)
 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
 EK0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0224.See file dsdata.pdf to determine how the superseded data were derived.
 EK0224
 EK0224_MARKER: DB = BENCH MARK DISK
 EK0224_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EK0224_STAMPING: A 132 1935
 EK0224_MARK LOGO: CGS
 EK0224_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0224
 EK0224  HISTORY     - Date     Condition        Report By
 EK0224  HISTORY     - 1935     MONUMENTED       CGS
 EK0224  HISTORY     - 1961     GOOD             CGS
 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EK0086 ***********************************************************************
 EK0086  DESIGNATION -  A 133
 EK0086  PID         -  EK0086
 EK0086  STATE/COUNTY-  AR/POLK
 EK0086  COUNTRY     -  US
 EK0086  USGS QUAD   -  EAGLE MOUNTAIN (2017)
 EK0086
 EK0086                         *CURRENT SURVEY CONTROL
 EK0086  ______________________________________________________________________
 EK0086* NAD 83(1986) POSITION- 34 29 50.     (N) 094 10 22.     (W)   SCALED
 EK0086* NAVD 88 ORTHO HEIGHT -   448.738 (meters)     1472.23  (feet) ADJUSTED
 EK0086  ______________________________________________________________________
 EK0086  GEOID HEIGHT    -        -29.507 (meters)                     GEOID18
 EK0086  DYNAMIC HEIGHT  -        448.253 (meters)     1470.64  (feet) COMP
 EK0086  MODELED GRAVITY -    979,541.7   (mgal)                       NAVD 88
 EK0086
 EK0086  VERT ORDER      -  SECOND    CLASS 0
 EK0086
 EK0086.The horizontal coordinates were scaled from a map and have
 EK0086.an estimated accuracy of +/- 6 seconds.
 EK0086
 EK0086.The orthometric height was determined by differential leveling and
 EK0086.adjusted by the NATIONAL GEODETIC SURVEY
 EK0086.in June 1991.
 EK0086
 EK0086.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0086.GEOID18 height accuracy estimate available here.
 EK0086
 EK0086.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU923179(NAD 83)
 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
 EK0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0086.See file dsdata.pdf to determine how the superseded data were derived.
 EK0086
 EK0086_MARKER: DB = BENCH MARK DISK
 EK0086_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EK0086_STAMPING: A 133 1935
 EK0086_MARK LOGO: CGS
 EK0086_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EK0258 ***********************************************************************
 EK0258  DESIGNATION -  A 134
 EK0258  PID         -  EK0258
 EK0258  STATE/COUNTY-  AR/POLK
 EK0258  COUNTRY     -  US
 EK0258  USGS QUAD   -  NICHOLS MOUNTAIN (2017)
 EK0258
 EK0258                         *CURRENT SURVEY CONTROL
 EK0258  ______________________________________________________________________
 EK0258* NAD 83(1986) POSITION- 34 24 31.     (N) 094 01 40.     (W)   SCALED
 EK0258* NAVD 88 ORTHO HEIGHT -   554.126 (meters)     1818.00  (feet) ADJUSTED
 EK0258  ______________________________________________________________________
 EK0258  GEOID HEIGHT    -        -28.568 (meters)                     GEOID18
 EK0258  DYNAMIC HEIGHT  -        553.546 (meters)     1816.09  (feet) COMP
 EK0258  MODELED GRAVITY -    979,569.5   (mgal)                       NAVD 88
 EK0258
 EK0258  VERT ORDER      -  SECOND    CLASS 0
 EK0258
 EK0258.The horizontal coordinates were scaled from a map and have
 EK0258.an estimated accuracy of +/- 6 seconds.
 EK0258
 EK0258.The orthometric height was determined by differential leveling and
 EK0258.adjusted by the NATIONAL GEODETIC SURVEY
 EK0258.in June 1991.
 EK0258
 EK0258.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0258.GEOID18 height accuracy estimate available here.
 EK0258
 EK0258.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU055079(NAD 83)
 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
 EK0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0258.See file dsdata.pdf to determine how the superseded data were derived.
 EK0258
 EK0258_MARKER: DB = BENCH MARK DISK
 EK0258_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EK0258_STAMPING: A 134 1935
 EK0258_MARK LOGO: CGS
 EK0258_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0258
 EK0258  HISTORY     - Date     Condition        Report By
 EK0258  HISTORY     - 1935     MONUMENTED       CGS
 EK0258  HISTORY     - 1961     GOOD             CGS
 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1429 ***********************************************************************
 EJ1429  DESIGNATION -  A 135
 EJ1429  PID         -  EJ1429
 EJ1429  STATE/COUNTY-  AR/MONTGOMERY
 EJ1429  COUNTRY     -  US
 EJ1429  USGS QUAD   -  POLK CREEK MOUNTAIN (2017)
 EJ1429
 EJ1429                         *CURRENT SURVEY CONTROL
 EJ1429  ______________________________________________________________________
 EJ1429* NAD 83(1986) POSITION- 34 29 19.     (N) 093 52 11.     (W)   SCALED
 EJ1429* NAVD 88 ORTHO HEIGHT -   322.732 (meters)     1058.83  (feet) ADJUSTED
 EJ1429  ______________________________________________________________________
 EJ1429  GEOID HEIGHT    -        -28.702 (meters)                     GEOID18
 EJ1429  DYNAMIC HEIGHT  -        322.397 (meters)     1057.73  (feet) COMP
 EJ1429  MODELED GRAVITY -    979,587.0   (mgal)                       NAVD 88
 EJ1429
 EJ1429  VERT ORDER      -  SECOND    CLASS 0
 EJ1429
 EJ1429.The horizontal coordinates were scaled from a map and have
 EJ1429.an estimated accuracy of +/- 6 seconds.
 EJ1429
 EJ1429.The orthometric height was determined by differential leveling and
 EJ1429.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1429.in June 1991.
 EJ1429
 EJ1429.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1429.GEOID18 height accuracy estimate available here.
 EJ1429
 EJ1429.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU201166(NAD 83)
 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
 EJ1429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1429.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1429
 EJ1429_MARKER: DB = BENCH MARK DISK
 EJ1429_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ1429_STAMPING: A 135 1935
 EJ1429_MARK LOGO: CGS
 EJ1429_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1429
 EJ1429  HISTORY     - Date     Condition        Report By
 EJ1429  HISTORY     - 1935     MONUMENTED       CGS
 EJ1429  HISTORY     - 1961     GOOD             CGS
 EJ1429
 EJ1429                          STATION DESCRIPTION
 EJ1429
 EJ1429'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1506 ***********************************************************************
 EJ1506  DESIGNATION -  A 136 RESET
 EJ1506  PID         -  EJ1506
 EJ1506  STATE/COUNTY-  AR/SCOTT
 EJ1506  COUNTRY     -  US
 EJ1506  USGS QUAD   -  BUCK KNOB (2017)
 EJ1506
 EJ1506                         *CURRENT SURVEY CONTROL
 EJ1506  ______________________________________________________________________
 EJ1506* NAD 83(1986) POSITION- 34 41 41.     (N) 093 54 12.     (W)   SCALED
 EJ1506* NAVD 88 ORTHO HEIGHT -   337.75  (meters)     1108.1   (feet) RESET
 EJ1506  ______________________________________________________________________
 EJ1506  GEOID HEIGHT    -        -29.701 (meters)                     GEOID18
 EJ1506  VERT ORDER      -  THIRD
 EJ1506
 EJ1506.The horizontal coordinates were scaled from a map and have
 EJ1506.an estimated accuracy of +/- 6 seconds.
 EJ1506
 EJ1506.The orthometric height was computed from unverified reset data.
 EJ1506
 EJ1506.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1506.GEOID18 height accuracy estimate available here.
 EJ1506
 EJ1506.Click photographs - Photos may exist for this station.
 EJ1506
 EJ1506;                    North         East    Units  Estimated Accuracy
 EJ1506;SPC AR N     -    41,780.      225,610.      MT  (+/- 180 meters Scaled)
 EJ1506
 EJ1506_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU172395(NAD 83)
 EJ1506
 EJ1506                          SUPERSEDED SURVEY CONTROL
 EJ1506
 EJ1506.No superseded survey control is available for this station.
 EJ1506
 EJ1506_MARKER: DB = BENCH MARK DISK
 EJ1506_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EJ1506_SP_SET: BOX CULVERT
 EJ1506_STAMPING: A 136 RESET 1968
 EJ1506_MARK LOGO: CGS
 EJ1506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1506+STABILITY: SURFACE MOTION
 EJ1506
 EJ1506  HISTORY     - Date     Condition        Report By
 EJ1506  HISTORY     - 1968     MONUMENTED       ARHD
 EJ1506
 EJ1506                          STATION DESCRIPTION
 EJ1506
 EJ1506'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1122 ***********************************************************************
 EJ1122  DESIGNATION -  A 137
 EJ1122  PID         -  EJ1122
 EJ1122  STATE/COUNTY-  AR/CLARK
 EJ1122  COUNTRY     -  US
 EJ1122  USGS QUAD   -  AMITY (2017)
 EJ1122
 EJ1122                         *CURRENT SURVEY CONTROL
 EJ1122  ______________________________________________________________________
 EJ1122* NAD 83(1986) POSITION- 34 17 22.     (N) 093 27 32.     (W)   SCALED
 EJ1122* NAVD 88 ORTHO HEIGHT -   146.461 (meters)      480.51  (feet) ADJUSTED
 EJ1122  ______________________________________________________________________
 EJ1122  GEOID HEIGHT    -        -27.561 (meters)                     GEOID18
 EJ1122  DYNAMIC HEIGHT  -        146.313 (meters)      480.03  (feet) COMP
 EJ1122  MODELED GRAVITY -    979,621.8   (mgal)                       NAVD 88
 EJ1122
 EJ1122  VERT ORDER      -  SECOND    CLASS 0
 EJ1122
 EJ1122.The horizontal coordinates were scaled from a map and have
 EJ1122.an estimated accuracy of +/- 6 seconds.
 EJ1122
 EJ1122.The orthometric height was determined by differential leveling and
 EJ1122.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1122.in June 1991.
 EJ1122
 EJ1122.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1122.GEOID18 height accuracy estimate available here.
 EJ1122
 EJ1122.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT577943(NAD 83)
 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
 EJ1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1122.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1122
 EJ1122_MARKER: DB = BENCH MARK DISK
 EJ1122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1122_STAMPING: A 137 1935
 EJ1122_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1216 ***********************************************************************
 EJ1216  DESIGNATION -  A 138
 EJ1216  PID         -  EJ1216
 EJ1216  STATE/COUNTY-  AR/CLARK
 EJ1216  COUNTRY     -  US
 EJ1216  USGS QUAD   -  HOLLYWOOD (2017)
 EJ1216
 EJ1216                         *CURRENT SURVEY CONTROL
 EJ1216  ______________________________________________________________________
 EJ1216* NAD 83(1986) POSITION- 34 05 56.     (N) 093 11 11.     (W)   SCALED
 EJ1216* NAVD 88 ORTHO HEIGHT -    87.168 (meters)      285.98  (feet) ADJUSTED
 EJ1216  ______________________________________________________________________
 EJ1216  GEOID HEIGHT    -        -26.929 (meters)                     GEOID18
 EJ1216  DYNAMIC HEIGHT  -         87.081 (meters)      285.70  (feet) COMP
 EJ1216  MODELED GRAVITY -    979,633.4   (mgal)                       NAVD 88
 EJ1216
 EJ1216  VERT ORDER      -  SECOND    CLASS 0
 EJ1216
 EJ1216.The horizontal coordinates were scaled from a map and have
 EJ1216.an estimated accuracy of +/- 6 seconds.
 EJ1216
 EJ1216.The orthometric height was determined by differential leveling and
 EJ1216.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1216.in June 1991.
 EJ1216
 EJ1216.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1216.GEOID18 height accuracy estimate available here.
 EJ1216
 EJ1216.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT828731(NAD 83)
 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
 EJ1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1216.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1216
 EJ1216_MARKER: DB = BENCH MARK DISK
 EJ1216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1216_STAMPING: A 138 1935
 EJ1216_MARK LOGO: CGS
 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  HISTORY     - 20110817 MARK NOT FOUND   BFENG
 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.
 EJ1216
 EJ1216                          STATION RECOVERY (2011)
 EJ1216
 EJ1216'RECOVERY NOTE BY B AND F ENGINEERING 2011 (KDW)
 EJ1216'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1217 ***********************************************************************
 EJ1217  DESIGNATION -  A 138 RESET
 EJ1217  PID         -  EJ1217
 EJ1217  STATE/COUNTY-  AR/CLARK
 EJ1217  COUNTRY     -  US
 EJ1217  USGS QUAD   -  HOLLYWOOD (2017)
 EJ1217
 EJ1217                         *CURRENT SURVEY CONTROL
 EJ1217  ______________________________________________________________________
 EJ1217* NAD 83(1986) POSITION- 34 05 56.     (N) 093 11 11.     (W)   SCALED
 EJ1217* NAVD 88 ORTHO HEIGHT -    86.52  (meters)      283.9   (feet) RESET
 EJ1217  ______________________________________________________________________
 EJ1217  GEOID HEIGHT    -        -26.929 (meters)                     GEOID18
 EJ1217  VERT ORDER      -  THIRD
 EJ1217
 EJ1217.The horizontal coordinates were scaled from a map and have
 EJ1217.an estimated accuracy of +/- 6 seconds.
 EJ1217
 EJ1217.The orthometric height was computed from unverified reset data.
 EJ1217
 EJ1217.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1217.GEOID18 height accuracy estimate available here.
 EJ1217
 EJ1217.Click photographs - Photos may exist for this station.
 EJ1217
 EJ1217;                    North         East    Units  Estimated Accuracy
 EJ1217;SPC AR S     -   559,490.      290,530.      MT  (+/- 180 meters Scaled)
 EJ1217
 EJ1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT828731(NAD 83)
 EJ1217
 EJ1217                          SUPERSEDED SURVEY CONTROL
 EJ1217
 EJ1217.No superseded survey control is available for this station.
 EJ1217
 EJ1217_MARKER: DB = BENCH MARK DISK
 EJ1217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1217_STAMPING: A 138 RESET 1964
 EJ1217_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1138 ***********************************************************************
 EJ1138  DESIGNATION -  A 139
 EJ1138  PID         -  EJ1138
 EJ1138  STATE/COUNTY-  AR/HOT SPRING
 EJ1138  COUNTRY     -  US
 EJ1138  USGS QUAD   -  DE ROCHE (2017)
 EJ1138
 EJ1138                         *CURRENT SURVEY CONTROL
 EJ1138  ______________________________________________________________________
 EJ1138* NAD 83(1986) POSITION- 34 20 06.     (N) 093 01 33.     (W)   SCALED
 EJ1138* NAVD 88 ORTHO HEIGHT -   111.286 (meters)      365.11  (feet) ADJUSTED
 EJ1138  ______________________________________________________________________
 EJ1138  GEOID HEIGHT    -        -26.866 (meters)                     GEOID18
 EJ1138  DYNAMIC HEIGHT  -        111.177 (meters)      364.75  (feet) COMP
 EJ1138  MODELED GRAVITY -    979,650.7   (mgal)                       NAVD 88
 EJ1138
 EJ1138  VERT ORDER      -  SECOND    CLASS 0
 EJ1138
 EJ1138.The horizontal coordinates were scaled from a map and have
 EJ1138.an estimated accuracy of +/- 6 seconds.
 EJ1138
 EJ1138.The orthometric height was determined by differential leveling and
 EJ1138.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1138.in June 1991.
 EJ1138
 EJ1138.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1138.GEOID18 height accuracy estimate available here.
 EJ1138
 EJ1138.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT976993(NAD 83)
 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
 EJ1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1138.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1138
 EJ1138_MARKER: DB = BENCH MARK DISK
 EJ1138_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ1138_STAMPING: A 139 1935
 EJ1138_MARK LOGO: CGS
 EJ1138_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1667 ***********************************************************************
 EH1667  DESIGNATION -  A 14
 EH1667  PID         -  EH1667
 EH1667  STATE/COUNTY-  AR/ARKANSAS
 EH1667  COUNTRY     -  US
 EH1667  USGS QUAD   -  STUTTGART SOUTH (2017)
 EH1667
 EH1667                         *CURRENT SURVEY CONTROL
 EH1667  ______________________________________________________________________
 EH1667* NAD 83(1986) POSITION- 34 28 44.     (N) 091 32 28.     (W)   SCALED
 EH1667* NAVD 88 ORTHO HEIGHT -    65.531 (meters)      215.00  (feet) ADJUSTED
 EH1667  ______________________________________________________________________
 EH1667  GEOID HEIGHT    -        -26.546 (meters)                     GEOID18
 EH1667  DYNAMIC HEIGHT  -         65.468 (meters)      214.79  (feet) COMP
 EH1667  MODELED GRAVITY -    979,679.3   (mgal)                       NAVD 88
 EH1667
 EH1667  VERT ORDER      -  SECOND    CLASS 0
 EH1667
 EH1667.The horizontal coordinates were scaled from a map and have
 EH1667.an estimated accuracy of +/- 6 seconds.
 EH1667
 EH1667.The orthometric height was determined by differential leveling and
 EH1667.adjusted by the NATIONAL GEODETIC SURVEY
 EH1667.in August 1993.
 EH1667
 EH1667.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1667.GEOID18 height accuracy estimate available here.
 EH1667
 EH1667.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU339162(NAD 83)
 EH1667
 EH1667                          SUPERSEDED SURVEY CONTROL
 EH1667
 EH1667  NAVD 88 (06/15/91)   65.555  (m)          215.08   (f) SUPERSEDED  2 0
 EH1667  NGVD 29 (11/26/84)   65.556  (m)          215.08   (f) ADJUSTED    2 0
 EH1667
 EH1667.Superseded values are not recommended for survey control.
 EH1667
 EH1667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1667.See file dsdata.pdf to determine how the superseded data were derived.
 EH1667
 EH1667_MARKER: DB = BENCH MARK DISK
 EH1667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1667_STAMPING: A 14 1932 215.078
 EH1667_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1118 ***********************************************************************
 EJ1118  DESIGNATION -  A 140
 EJ1118  PID         -  EJ1118
 EJ1118  STATE/COUNTY-  AR/GARLAND
 EJ1118  COUNTRY     -  US
 EJ1118  USGS QUAD   -  HOT SPRINGS SOUTH (2017)
 EJ1118
 EJ1118                         *CURRENT SURVEY CONTROL
 EJ1118  ______________________________________________________________________
 EJ1118* NAD 83(1986) POSITION- 34 29 54.     (N) 093 02 26.     (W)   SCALED
 EJ1118* NAVD 88 ORTHO HEIGHT -   179.087 (meters)      587.55  (feet) ADJUSTED
 EJ1118  ______________________________________________________________________
 EJ1118  GEOID HEIGHT    -        -27.171 (meters)                     GEOID18
 EJ1118  DYNAMIC HEIGHT  -        178.912 (meters)      586.98  (feet) COMP
 EJ1118  MODELED GRAVITY -    979,651.3   (mgal)                       NAVD 88
 EJ1118
 EJ1118  VERT ORDER      -  SECOND    CLASS 0
 EJ1118
 EJ1118.The horizontal coordinates were scaled from a map and have
 EJ1118.an estimated accuracy of +/- 6 seconds.
 EJ1118
 EJ1118.The orthometric height was determined by differential leveling and
 EJ1118.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1118.in June 1991.
 EJ1118
 EJ1118.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1118.GEOID18 height accuracy estimate available here.
 EJ1118
 EJ1118.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU962174(NAD 83)
 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
 EJ1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1118.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1118
 EJ1118_MARKER: DB = BENCH MARK DISK
 EJ1118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1118_STAMPING: A 140 1935
 EJ1118_MARK LOGO: CGS
 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  HISTORY     - 20110921 MARK NOT FOUND   ARHD
 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.
 EJ1118
 EJ1118                          STATION RECOVERY (2011)
 EJ1118
 EJ1118'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (AMC)
 EJ1118'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1488 ***********************************************************************
 FG1488  DESIGNATION -  A 141
 FG1488  PID         -  FG1488
 FG1488  STATE/COUNTY-  AR/FRANKLIN
 FG1488  COUNTRY     -  US
 FG1488  USGS QUAD   -  HUNT (2017)
 FG1488
 FG1488                         *CURRENT SURVEY CONTROL
 FG1488  ______________________________________________________________________
 FG1488* NAD 83(1986) POSITION- 35 33 34.     (N) 093 42 58.     (W)   SCALED
 FG1488* NAVD 88 ORTHO HEIGHT -   513.429 (meters)     1684.48  (feet) ADJUSTED
 FG1488  ______________________________________________________________________
 FG1488  GEOID HEIGHT    -        -28.820 (meters)                     GEOID18
 FG1488  DYNAMIC HEIGHT  -        512.944 (meters)     1682.88  (feet) COMP
 FG1488  MODELED GRAVITY -    979,671.6   (mgal)                       NAVD 88
 FG1488
 FG1488  VERT ORDER      -  SECOND    CLASS 0
 FG1488
 FG1488.The horizontal coordinates were scaled from a map and have
 FG1488.an estimated accuracy of +/- 6 seconds.
 FG1488
 FG1488.The orthometric height was determined by differential leveling and
 FG1488.adjusted by the NATIONAL GEODETIC SURVEY
 FG1488.in June 1991.
 FG1488
 FG1488.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1488.GEOID18 height accuracy estimate available here.
 FG1488
 FG1488.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV351353(NAD 83)
 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
 FG1488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1488.See file dsdata.pdf to determine how the superseded data were derived.
 FG1488
 FG1488_MARKER: DB = BENCH MARK DISK
 FG1488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1488_STAMPING: A 141 1935
 FG1488_MARK LOGO: CGS
 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             CGS
 FG1488
 FG1488                          STATION DESCRIPTION
 FG1488
 FG1488'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG1421 ***********************************************************************
 FG1421  DESIGNATION -  A 142
 FG1421  PID         -  FG1421
 FG1421  STATE/COUNTY-  AR/FRANKLIN
 FG1421  COUNTRY     -  US
 FG1421  USGS QUAD   -  CASS (2017)
 FG1421
 FG1421                         *CURRENT SURVEY CONTROL
 FG1421  ______________________________________________________________________
 FG1421* NAD 83(1986) POSITION- 35 40 34.4    (N) 093 51 12.5    (W)   HD_HELD2
 FG1421* NAVD 88 ORTHO HEIGHT -   429.535 (meters)     1409.23  (feet) ADJUSTED
 FG1421  ______________________________________________________________________
 FG1421  GEOID HEIGHT    -        -28.531 (meters)                     GEOID18
 FG1421  DYNAMIC HEIGHT  -        429.131 (meters)     1407.91  (feet) COMP
 FG1421  MODELED GRAVITY -    979,678.6   (mgal)                       NAVD 88
 FG1421
 FG1421  VERT ORDER      -  SECOND    CLASS 0
 FG1421
 FG1421.The horizontal coordinates were established by autonomous hand held GPS
 FG1421.observations and have an estimated accuracy of +/- 10 meters.
 FG1421
 FG1421.The orthometric height was determined by differential leveling and
 FG1421.adjusted by the NATIONAL GEODETIC SURVEY
 FG1421.in June 1991.
 FG1421
 FG1421.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1421.GEOID18 height accuracy estimate available here.
 FG1421
 FG1421.Click photographs - Photos may exist for this station.
 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     -   150,562.      232,224.      MT  (+/- 10 meters HH2 GPS)
 FG1421
 FG1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV2276448373(NAD 83)
 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
 FG1421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1421.See file dsdata.pdf to determine how the superseded data were derived.
 FG1421
 FG1421_MARKER: DB = BENCH MARK DISK
 FG1421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1421_STAMPING: A 142 1935
 FG1421_MARK LOGO: CGS
 FG1421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1421+STABILITY: SURFACE MOTION
 FG1421_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FG1421+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2015
 FG1421
 FG1421  HISTORY     - Date     Condition        Report By
 FG1421  HISTORY     - 1935     MONUMENTED       CGS
 FG1421  HISTORY     - 1959     MARK NOT FOUND   CGS
 FG1421  HISTORY     - 20140315 GOOD             INDIV
 FG1421  HISTORY     - 20150201 GOOD             ARHD
 FG1421
 FG1421                          STATION DESCRIPTION
 FG1421
 FG1421'DESCRIBED BY COAST AND 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.
 FG1421
 FG1421                          STATION RECOVERY (2014)
 FG1421
 FG1421'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (WDA)
 FG1421'RECOVERED IN GOOD CONDITION.
 FG1421
 FG1421                          STATION RECOVERY (2015)
 FG1421
 FG1421'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (WDA)
 FG1421'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FH0088 ***********************************************************************
 FH0088  DESIGNATION -  A 143
 FH0088  PID         -  FH0088
 FH0088  STATE/COUNTY-  AR/CRAWFORD
 FH0088  COUNTRY     -  US
 FH0088  USGS QUAD   -  FERN (2017)
 FH0088
 FH0088                         *CURRENT SURVEY CONTROL
 FH0088  ______________________________________________________________________
 FH0088* NAD 83(1986) POSITION- 35 42 55.3    (N) 094 01 47.5    (W)   HD_HELD2
 FH0088* NAVD 88 ORTHO HEIGHT -   470.912 (meters)     1544.98  (feet) ADJUSTED
 FH0088  ______________________________________________________________________
 FH0088  GEOID HEIGHT    -        -28.384 (meters)                     GEOID18
 FH0088  DYNAMIC HEIGHT  -        470.464 (meters)     1543.51  (feet) COMP
 FH0088  MODELED GRAVITY -    979,668.3   (mgal)                       NAVD 88
 FH0088
 FH0088  VERT ORDER      -  SECOND    CLASS 0
 FH0088
 FH0088.The horizontal coordinates were established by autonomous hand held GPS
 FH0088.observations and have an estimated accuracy of +/- 10 meters.
 FH0088
 FH0088.The orthometric height was determined by differential leveling and
 FH0088.adjusted by the NATIONAL GEODETIC SURVEY
 FH0088.in June 1991.
 FH0088
 FH0088.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0088.GEOID18 height accuracy estimate available here.
 FH0088
 FH0088.Click photographs - Photos may exist for this station.
 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     -   155,218.      216,349.      MT  (+/- 10 meters HH2 GPS)
 FH0088
 FH0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV0684752867(NAD 83)
 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
 FH0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0088.See file dsdata.pdf to determine how the superseded data were derived.
 FH0088
 FH0088_MARKER: DB = BENCH MARK DISK
 FH0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0088_STAMPING: A 143 1935
 FH0088_MARK LOGO: CGS
 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             CGS
 FH0088
 FH0088                          STATION DESCRIPTION
 FH0088
 FH0088'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FH0074 ***********************************************************************
 FH0074  DESIGNATION -  A 144
 FH0074  PID         -  FH0074
 FH0074  STATE/COUNTY-  AR/WASHINGTON
 FH0074  COUNTRY     -  US
 FH0074  USGS QUAD   -  BRENTWOOD (2017)
 FH0074
 FH0074                         *CURRENT SURVEY CONTROL
 FH0074  ______________________________________________________________________
 FH0074* NAD 83(1986) POSITION- 35 48 30.     (N) 094 06 48.     (W)   SCALED
 FH0074* NAVD 88 ORTHO HEIGHT -   513.063 (meters)     1683.27  (feet) ADJUSTED
 FH0074  ______________________________________________________________________
 FH0074  GEOID HEIGHT    -        -28.148 (meters)                     GEOID18
 FH0074  DYNAMIC HEIGHT  -        512.574 (meters)     1681.67  (feet) COMP
 FH0074  MODELED GRAVITY -    979,662.6   (mgal)                       NAVD 88
 FH0074
 FH0074  VERT ORDER      -  SECOND    CLASS 0
 FH0074
 FH0074.The horizontal coordinates were scaled from a map and have
 FH0074.an estimated accuracy of +/- 6 seconds.
 FH0074
 FH0074.The orthometric height was determined by differential leveling and
 FH0074.adjusted by the NATIONAL GEODETIC SURVEY
 FH0074.in June 1991.
 FH0074
 FH0074.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0074.GEOID18 height accuracy estimate available here.
 FH0074
 FH0074.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV994632(NAD 83)
 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
 FH0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0074.See file dsdata.pdf to determine how the superseded data were derived.
 FH0074
 FH0074_MARKER: DB = BENCH MARK DISK
 FH0074_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FH0074_STAMPING: A 144 1935
 FH0074_MARK LOGO: CGS
 FH0074_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0074
 FH0074  HISTORY     - Date     Condition        Report By
 FH0074  HISTORY     - 1935     MONUMENTED       CGS
 FH0074  HISTORY     - 1960     GOOD             CGS
 FH0074
 FH0074                          STATION DESCRIPTION
 FH0074
 FH0074'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 GF0505 ***********************************************************************
 GF0505  DESIGNATION -  A 145
 GF0505  PID         -  GF0505
 GF0505  STATE/COUNTY-  AR/MADISON
 GF0505  COUNTRY     -  US
 GF0505  USGS QUAD   -  KINGSTON (2017)
 GF0505
 GF0505                         *CURRENT SURVEY CONTROL
 GF0505  ______________________________________________________________________
 GF0505* NAD 83(1986) POSITION- 36 00 49.     (N) 093 33 06.     (W)   SCALED
 GF0505* NAVD 88 ORTHO HEIGHT -   416.976 (meters)     1368.03  (feet) ADJUSTED
 GF0505  ______________________________________________________________________
 GF0505  GEOID HEIGHT    -        -27.930 (meters)                     GEOID18
 GF0505  DYNAMIC HEIGHT  -        416.592 (meters)     1366.77  (feet) COMP
 GF0505  MODELED GRAVITY -    979,699.8   (mgal)                       NAVD 88
 GF0505
 GF0505  VERT ORDER      -  SECOND    CLASS 0
 GF0505
 GF0505.The horizontal coordinates were scaled from a map and have
 GF0505.an estimated accuracy of +/- 6 seconds.
 GF0505
 GF0505.The orthometric height was determined by differential leveling and
 GF0505.adjusted by the NATIONAL GEODETIC SURVEY
 GF0505.in June 1991.
 GF0505
 GF0505.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0505.GEOID18 height accuracy estimate available here.
 GF0505
 GF0505.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV502855(NAD 83)
 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
 GF0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0505.See file dsdata.pdf to determine how the superseded data were derived.
 GF0505
 GF0505_MARKER: DB = BENCH MARK DISK
 GF0505_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GF0505_STAMPING: A 145 1935
 GF0505_MARK LOGO: CGS
 GF0505_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0505
 GF0505  HISTORY     - Date     Condition        Report By
 GF0505  HISTORY     - 1935     MONUMENTED       CGS
 GF0505
 GF0505                          STATION DESCRIPTION
 GF0505
 GF0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0713 ***********************************************************************
 FG0713  DESIGNATION -  A 146
 FG0713  PID         -  FG0713
 FG0713  STATE/COUNTY-  AR/NEWTON
 FG0713  COUNTRY     -  US
 FG0713  USGS QUAD   -  MOUNT JUDEA (2017)
 FG0713
 FG0713                         *CURRENT SURVEY CONTROL
 FG0713  ______________________________________________________________________
 FG0713* NAD 83(1986) POSITION- 35 55 37.     (N) 093 00 44.     (W)   SCALED
 FG0713* NAVD 88 ORTHO HEIGHT -   338.727 (meters)     1111.31  (feet) ADJUSTED
 FG0713  ______________________________________________________________________
 FG0713  GEOID HEIGHT    -        -28.227 (meters)                     GEOID18
 FG0713  DYNAMIC HEIGHT  -        338.418 (meters)     1110.29  (feet) COMP
 FG0713  MODELED GRAVITY -    979,712.8   (mgal)                       NAVD 88
 FG0713
 FG0713  VERT ORDER      -  SECOND    CLASS 0
 FG0713
 FG0713.The horizontal coordinates were scaled from a map and have
 FG0713.an estimated accuracy of +/- 6 seconds.
 FG0713
 FG0713.The orthometric height was determined by differential leveling and
 FG0713.adjusted by the NATIONAL GEODETIC SURVEY
 FG0713.in June 1991.
 FG0713
 FG0713.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0713.GEOID18 height accuracy estimate available here.
 FG0713
 FG0713.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV988758(NAD 83)
 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
 FG0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0713.See file dsdata.pdf to determine how the superseded data were derived.
 FG0713
 FG0713_MARKER: DB = BENCH MARK DISK
 FG0713_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0713_STAMPING: A 146 1935
 FG0713_MARK LOGO: CGS
 FG0713_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0757 ***********************************************************************
 FG0757  DESIGNATION -  A 147
 FG0757  PID         -  FG0757
 FG0757  STATE/COUNTY-  AR/NEWTON
 FG0757  COUNTRY     -  US
 FG0757  USGS QUAD   -  LURTON (2017)
 FG0757
 FG0757                         *CURRENT SURVEY CONTROL
 FG0757  ______________________________________________________________________
 FG0757* NAD 83(1986) POSITION- 35 45 49.     (N) 093 03 37.     (W)   SCALED
 FG0757* NAVD 88 ORTHO HEIGHT -   480.602 (meters)     1576.78  (feet) ADJUSTED
 FG0757  ______________________________________________________________________
 FG0757  GEOID HEIGHT    -        -28.079 (meters)                     GEOID18
 FG0757  DYNAMIC HEIGHT  -        480.130 (meters)     1575.23  (feet) COMP
 FG0757  MODELED GRAVITY -    979,636.8   (mgal)                       NAVD 88
 FG0757
 FG0757  VERT ORDER      -  SECOND    CLASS 0
 FG0757
 FG0757.The horizontal coordinates were scaled from a map and have
 FG0757.an estimated accuracy of +/- 6 seconds.
 FG0757
 FG0757.The orthometric height was determined by differential leveling and
 FG0757.adjusted by the NATIONAL GEODETIC SURVEY
 FG0757.in June 1991.
 FG0757
 FG0757.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0757.GEOID18 height accuracy estimate available here.
 FG0757
 FG0757.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV945577(NAD 83)
 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
 FG0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0757.See file dsdata.pdf to determine how the superseded data were derived.
 FG0757
 FG0757_MARKER: DB = BENCH MARK DISK
 FG0757_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0757_STAMPING: A 147 1935
 FG0757_MARK LOGO: CGS
 FG0757_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0657 ***********************************************************************
 FG0657  DESIGNATION -  A 148
 FG0657  PID         -  FG0657
 FG0657  STATE/COUNTY-  AR/POPE
 FG0657  COUNTRY     -  US
 FG0657  USGS QUAD   -  TILLY (2017)
 FG0657
 FG0657                         *CURRENT SURVEY CONTROL
 FG0657  ______________________________________________________________________
 FG0657* NAD 83(1986) POSITION- 35 42 09.33   (N) 092 50 52.08   (W)   HD_HELD1
 FG0657* NAVD 88 ORTHO HEIGHT -   588.540 (meters)     1930.90  (feet) ADJUSTED
 FG0657  ______________________________________________________________________
 FG0657  GEOID HEIGHT    -        -28.008 (meters)                     GEOID18
 FG0657  DYNAMIC HEIGHT  -        587.963 (meters)     1929.01  (feet) COMP
 FG0657  MODELED GRAVITY -    979,634.3   (mgal)                       NAVD 88
 FG0657
 FG0657  VERT ORDER      -  SECOND    CLASS 0
 FG0657
 FG0657.The horizontal coordinates were determined by differentially corrected
 FG0657.hand held GPS observations or other comparable positioning techniques
 FG0657.and have an estimated accuracy of +/- 3 meters.
 FG0657
 FG0657.The orthometric height was determined by differential leveling and
 FG0657.adjusted by the NATIONAL GEODETIC SURVEY
 FG0657.in June 1991.
 FG0657
 FG0657.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0657.GEOID18 height accuracy estimate available here.
 FG0657
 FG0657.Click photographs - Photos may exist for this station.
 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     -   152,238.3     323,278.9     MT  (+/- 3 meters HH1 GPS) 
 FG0657
 FG0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV1376850973(NAD 83)
 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
 FG0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0657.See file dsdata.pdf to determine how the superseded data were derived.
 FG0657
 FG0657_MARKER: DB = BENCH MARK DISK
 FG0657_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0657_STAMPING: A 148 1935
 FG0657_MARK LOGO: CGS
 FG0657_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0657
 FG0657  HISTORY     - Date     Condition        Report By
 FG0657  HISTORY     - 1935     MONUMENTED       CGS
 FG0657  HISTORY     - 20160107 MARK NOT FOUND   ARHD
 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.
 FG0657
 FG0657                          STATION RECOVERY (2016)
 FG0657
 FG0657'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 FG0657'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0646 ***********************************************************************
 FG0646  DESIGNATION -  A 149
 FG0646  PID         -  FG0646
 FG0646  STATE/COUNTY-  AR/SEARCY
 FG0646  COUNTRY     -  US
 FG0646  USGS QUAD   -  WITTS SPRINGS (2017)
 FG0646
 FG0646                         *CURRENT SURVEY CONTROL
 FG0646  ______________________________________________________________________
 FG0646* NAD 83(1986) POSITION- 35 47 30.67   (N) 092 52 07.36   (W)   HD_HELD1
 FG0646* NAVD 88 ORTHO HEIGHT -   558.009 (meters)     1830.73  (feet) ADJUSTED
 FG0646  ______________________________________________________________________
 FG0646  GEOID HEIGHT    -        -27.999 (meters)                     GEOID18
 FG0646  DYNAMIC HEIGHT  -        557.470 (meters)     1828.97  (feet) COMP
 FG0646  MODELED GRAVITY -    979,648.8   (mgal)                       NAVD 88
 FG0646
 FG0646  VERT ORDER      -  SECOND    CLASS 0
 FG0646
 FG0646.The horizontal coordinates were determined by differentially corrected
 FG0646.hand held GPS observations or other comparable positioning techniques
 FG0646.and have an estimated accuracy of +/- 3 meters.
 FG0646
 FG0646.The orthometric height was determined by differential leveling and
 FG0646.adjusted by the NATIONAL GEODETIC SURVEY
 FG0646.in June 1991.
 FG0646
 FG0646.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0646.GEOID18 height accuracy estimate available here.
 FG0646
 FG0646.Click photographs - Photos may exist for this station.
 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     -   162,157.7     321,474.0     MT  (+/- 3 meters HH1 GPS) 
 FG0646
 FG0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV1186360870(NAD 83)
 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
 FG0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0646.See file dsdata.pdf to determine how the superseded data were derived.
 FG0646
 FG0646_MARKER: DB = BENCH MARK DISK
 FG0646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0646_STAMPING: A 149 1935
 FG0646_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH0889 ***********************************************************************
 EH0889  DESIGNATION -  A 15
 EH0889  PID         -  EH0889
 EH0889  STATE/COUNTY-  AR/PHILLIPS
 EH0889  COUNTRY     -  US
 EH0889  USGS QUAD   -  LEXA (2017)
 EH0889
 EH0889                         *CURRENT SURVEY CONTROL
 EH0889  ______________________________________________________________________
 EH0889* NAD 83(1986) POSITION- 34 36 56.     (N) 090 45 21.     (W)   SCALED
 EH0889* NAVD 88 ORTHO HEIGHT -    60.863 (meters)      199.68  (feet) ADJUSTED
 EH0889  ______________________________________________________________________
 EH0889  GEOID HEIGHT    -        -26.960 (meters)                     GEOID18
 EH0889  DYNAMIC HEIGHT  -         60.805 (meters)      199.49  (feet) COMP
 EH0889  MODELED GRAVITY -    979,678.1   (mgal)                       NAVD 88
 EH0889
 EH0889  VERT ORDER      -  FIRST     CLASS II
 EH0889
 EH0889.The horizontal coordinates were scaled from a map and have
 EH0889.an estimated accuracy of +/- 6 seconds.
 EH0889
 EH0889.The orthometric height was determined by differential leveling and
 EH0889.adjusted by the NATIONAL GEODETIC SURVEY
 EH0889.in June 1991.
 EH0889
 EH0889.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0889.GEOID18 height accuracy estimate available here.
 EH0889
 EH0889.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU057327(NAD 83)
 EH0889
 EH0889                          SUPERSEDED SURVEY CONTROL
 EH0889
 EH0889  NGVD 29 (11/26/84)   60.887  (m)          199.76   (f) ADJUSTED    1 2
 EH0889
 EH0889.Superseded values are not recommended for survey control.
 EH0889
 EH0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0889.See file dsdata.pdf to determine how the superseded data were derived.
 EH0889
 EH0889_MARKER: DB = BENCH MARK DISK
 EH0889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0889_STAMPING: 199.675 A 15 1932
 EH0889_MARK LOGO: CGS
 EH0889_PROJECTION: PROJECTING 5 CENTIMETERS
 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'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 = MARCH 20, 2026 22:17:28 EDT
 EJ1156 ***********************************************************************
 EJ1156  DESIGNATION -  A 151 RESET
 EJ1156  PID         -  EJ1156
 EJ1156  STATE/COUNTY-  AR/HOT SPRING
 EJ1156  COUNTRY     -  US
 EJ1156  USGS QUAD   -  BISMARCK (2017)
 EJ1156
 EJ1156                         *CURRENT SURVEY CONTROL
 EJ1156  ______________________________________________________________________
 EJ1156* NAD 83(1986) POSITION- 34 15 29.2    (N) 093 07 49.3    (W)   HD_HELD2
 EJ1156* NAVD 88 ORTHO HEIGHT -   116.66  (meters)      382.7   (feet) RESET
 EJ1156  ______________________________________________________________________
 EJ1156  GEOID HEIGHT    -        -26.995 (meters)                     GEOID18
 EJ1156  VERT ORDER      -  THIRD
 EJ1156
 EJ1156.The horizontal coordinates were established by autonomous hand held GPS
 EJ1156.observations and have an estimated accuracy of +/- 10 meters.
 EJ1156
 EJ1156.The orthometric height was computed from unverified reset data.
 EJ1156
 EJ1156.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1156.GEOID18 height accuracy estimate available here.
 EJ1156
 EJ1156.Click photographs - Photos may exist for this station.
 EJ1156
 EJ1156;                    North         East    Units  Estimated Accuracy
 EJ1156;SPC AR S     -   577,086.      295,899.      MT  (+/- 10 meters HH2 GPS)
 EJ1156
 EJ1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT8799790783(NAD 83)
 EJ1156
 EJ1156                          SUPERSEDED SURVEY CONTROL
 EJ1156
 EJ1156.No superseded survey control is available for this station.
 EJ1156
 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_MARK LOGO: CGS
 EJ1156_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1156_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EJ1156+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2014
 EJ1156
 EJ1156  HISTORY     - Date     Condition        Report By
 EJ1156  HISTORY     - 1969     MONUMENTED       ARHD
 EJ1156  HISTORY     - 1970     GOOD             NGS
 EJ1156  HISTORY     - 20140925 GOOD             ARHD
 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.
 EJ1156
 EJ1156                          STATION RECOVERY (2014)
 EJ1156
 EJ1156'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (WDA)
 EJ1156'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0741 ***********************************************************************
 EJ0741  DESIGNATION -  A 152
 EJ0741  PID         -  EJ0741
 EJ0741  STATE/COUNTY-  AR/HOT SPRING
 EJ0741  COUNTRY     -  US
 EJ0741  USGS QUAD   -  SOCIAL HILL (2017)
 EJ0741
 EJ0741                         *CURRENT SURVEY CONTROL
 EJ0741  ______________________________________________________________________
 EJ0741* NAD 83(1986) POSITION- 34 16 17.     (N) 092 56 50.     (W)   SCALED
 EJ0741* NAVD 88 ORTHO HEIGHT -    96.298 (meters)      315.94  (feet) ADJUSTED
 EJ0741  ______________________________________________________________________
 EJ0741  GEOID HEIGHT    -        -26.688 (meters)                     GEOID18
 EJ0741  DYNAMIC HEIGHT  -         96.204 (meters)      315.63  (feet) COMP
 EJ0741  MODELED GRAVITY -    979,657.6   (mgal)                       NAVD 88
 EJ0741
 EJ0741  VERT ORDER      -  SECOND    CLASS 0
 EJ0741
 EJ0741.The horizontal coordinates were scaled from a map and have
 EJ0741.an estimated accuracy of +/- 6 seconds.
 EJ0741
 EJ0741.The orthometric height was determined by differential leveling and
 EJ0741.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0741.in June 1991.
 EJ0741
 EJ0741.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0741.GEOID18 height accuracy estimate available here.
 EJ0741
 EJ0741.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT048922(NAD 83)
 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
 EJ0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0741.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0741
 EJ0741_MARKER: DB = BENCH MARK DISK
 EJ0741_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0741_STAMPING: A 152 1935
 EJ0741_MARK LOGO: CGS
 EJ0741_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0741_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EJ0741+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2016
 EJ0741
 EJ0741  HISTORY     - Date     Condition        Report By
 EJ0741  HISTORY     - 1935     MONUMENTED       CGS
 EJ0741  HISTORY     - 20160122 GOOD             ARHD
 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.
 EJ0741
 EJ0741                          STATION RECOVERY (2016)
 EJ0741
 EJ0741'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 EJ0741'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1306 ***********************************************************************
 EJ1306  DESIGNATION -  A 153
 EJ1306  PID         -  EJ1306
 EJ1306  STATE/COUNTY-  AR/GARLAND
 EJ1306  COUNTRY     -  US
 EJ1306  USGS QUAD   -  HOT SPRINGS SOUTH (2017)
 EJ1306
 EJ1306                         *CURRENT SURVEY CONTROL
 EJ1306  ______________________________________________________________________
 EJ1306* NAD 83(1986) POSITION- 34 28 58.2    (N) 093 05 45.5    (W)   HD_HELD2
 EJ1306* NAVD 88 ORTHO HEIGHT -   159.219 (meters)      522.37  (feet) ADJUSTED
 EJ1306  ______________________________________________________________________
 EJ1306  GEOID HEIGHT    -        -27.294 (meters)                     GEOID18
 EJ1306  DYNAMIC HEIGHT  -        159.062 (meters)      521.86  (feet) COMP
 EJ1306  MODELED GRAVITY -    979,644.8   (mgal)                       NAVD 88
 EJ1306
 EJ1306  VERT ORDER      -  SECOND    CLASS I
 EJ1306
 EJ1306.This mark is at Memorial Field Airport (HOT)
 EJ1306
 EJ1306.The horizontal coordinates were established by autonomous hand held GPS
 EJ1306.observations and have an estimated accuracy of +/- 10 meters.
 EJ1306
 EJ1306.The orthometric height was determined by differential leveling and
 EJ1306.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1306.in December 2015.
 EJ1306
 EJ1306.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1306.GEOID18 height accuracy estimate available here.
 EJ1306
 EJ1306.Click photographs - Photos may exist for this station.
 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     -   601,977.      299,332.      MT  (+/- 10 meters HH2 GPS)
 EJ1306
 EJ1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU9118715697(NAD 83)
 EJ1306
 EJ1306                          SUPERSEDED SURVEY CONTROL
 EJ1306
 EJ1306  NAVD 88 (06/15/91)  159.227  (m)          522.40   (f) SUPERSEDED  2 0
 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
 EJ1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1306.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1306
 EJ1306_MARKER: DB = BENCH MARK DISK
 EJ1306_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 EJ1306_SP_SET: LOADING PLATFORM
 EJ1306_STAMPING: A 153 1960
 EJ1306_MARK LOGO: CGS
 EJ1306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1306+STABILITY: SURFACE MOTION
 EJ1306_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EJ1306+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2014
 EJ1306
 EJ1306  HISTORY     - Date     Condition        Report By
 EJ1306  HISTORY     - 1960     MONUMENTED       CGS
 EJ1306  HISTORY     - 1973     GOOD             NGS
 EJ1306  HISTORY     - 1976     GOOD             NGS
 EJ1306  HISTORY     - 20110921 GOOD             ARHD
 EJ1306  HISTORY     - 20140805 GOOD             BFENG
 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.
 EJ1306
 EJ1306                          STATION RECOVERY (2011)
 EJ1306
 EJ1306'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (AMC)
 EJ1306'RECOVERED IN GOOD CONDITION.
 EJ1306
 EJ1306                          STATION RECOVERY (2014)
 EJ1306
 EJ1306'RECOVERY NOTE BY B AND F ENGINEERING 2014 (KDW)
 EJ1306'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GG0531 ***********************************************************************
 GG0531  DESIGNATION -  A 155
 GG0531  PID         -  GG0531
 GG0531  STATE/COUNTY-  AR/WASHINGTON
 GG0531  COUNTRY     -  US
 GG0531  USGS QUAD   -  FAYETTEVILLE (2017)
 GG0531
 GG0531                         *CURRENT SURVEY CONTROL
 GG0531  ______________________________________________________________________
 GG0531* NAD 83(1986) POSITION- 36 00 26.     (N) 094 10 24.     (W)   SCALED
 GG0531* NAVD 88 ORTHO HEIGHT -   382.407 (meters)     1254.61  (feet) ADJUSTED
 GG0531  ______________________________________________________________________
 GG0531  GEOID HEIGHT    -        -28.082 (meters)                     GEOID18
 GG0531  DYNAMIC HEIGHT  -        382.061 (meters)     1253.48  (feet) COMP
 GG0531  MODELED GRAVITY -    979,715.1   (mgal)                       NAVD 88
 GG0531
 GG0531  VERT ORDER      -  SECOND    CLASS 0
 GG0531
 GG0531.The horizontal coordinates were scaled from a map and have
 GG0531.an estimated accuracy of +/- 6 seconds.
 GG0531
 GG0531.The orthometric height was determined by differential leveling and
 GG0531.adjusted by the NATIONAL GEODETIC SURVEY
 GG0531.in June 1991.
 GG0531
 GG0531.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0531.GEOID18 height accuracy estimate available here.
 GG0531
 GG0531.Click photographs - Photos may exist for this station.
 GG0531
 GG0531.The dynamic height is computed by dividing the NAVD 88
 GG0531.geopotential number by the normal gravity value computed on the
 GG0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GG0531.degrees latitude (g = 980.6199 gals.).
 GG0531
 GG0531.The modeled gravity was interpolated from observed gravity values.
 GG0531
 GG0531;                    North         East    Units  Estimated Accuracy
 GG0531;SPC AR N     -   187,870.      204,090.      MT  (+/- 180 meters Scaled)
 GG0531
 GG0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV942853(NAD 83)
 GG0531
 GG0531                          SUPERSEDED SURVEY CONTROL
 GG0531
 GG0531  NGVD 29 (??/??/92)  382.248  (m)         1254.09   (f) ADJ UNCH    2 0
 GG0531
 GG0531.Superseded values are not recommended for survey control.
 GG0531
 GG0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0531.See file dsdata.pdf to determine how the superseded data were derived.
 GG0531
 GG0531_MARKER: DB = BENCH MARK DISK
 GG0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0531_STAMPING: A 155 1963
 GG0531_MARK LOGO: CGS
 GG0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0531+STABILITY: SURFACE MOTION
 GG0531
 GG0531  HISTORY     - Date     Condition        Report By
 GG0531  HISTORY     - 1963     MONUMENTED       CGS
 GG0531  HISTORY     - 1987     GOOD             USPSQD
 GG0531  HISTORY     - 1988     GOOD             USPSQD
 GG0531
 GG0531                          STATION DESCRIPTION
 GG0531
 GG0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 GG0531'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) WEST-NORTHWEST OF SULPHUR
 GG0531'CITY, 5.8 MI (9.3 KM) NORTH OF WEST FORK AND 3.9 MI (6.3 KM)
 GG0531'SOUTH-SOUTHWEST OF FAYETTEVILLE.
 GG0531
 GG0531                          STATION RECOVERY (1987)
 GG0531
 GG0531'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS)
 GG0531'RECOVERED IN GOOD CONDITION.
 GG0531
 GG0531                          STATION RECOVERY (1988)
 GG0531
 GG0531'RECOVERY NOTE BY US POWER SQUADRON 1988 (JH)
 GG0531'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0455 ***********************************************************************
 GF0455  DESIGNATION -  A 156
 GF0455  PID         -  GF0455
 GF0455  STATE/COUNTY-  AR/CARROLL
 GF0455  COUNTRY     -  US
 GF0455  USGS QUAD   -  OSAGE (2017)
 GF0455
 GF0455                         *CURRENT SURVEY CONTROL
 GF0455  ______________________________________________________________________
 GF0455* NAD 83(1986) POSITION- 36 09 51.     (N) 093 28 21.     (W)   SCALED
 GF0455* NAVD 88 ORTHO HEIGHT -   451.140 (meters)     1480.12  (feet) ADJUSTED
 GF0455  ______________________________________________________________________
 GF0455  GEOID HEIGHT    -        -28.016 (meters)                     GEOID18
 GF0455  DYNAMIC HEIGHT  -        450.727 (meters)     1478.76  (feet) COMP
 GF0455  MODELED GRAVITY -    979,703.2   (mgal)                       NAVD 88
 GF0455
 GF0455  VERT ORDER      -  SECOND    CLASS 0
 GF0455
 GF0455.The horizontal coordinates were scaled from a map and have
 GF0455.an estimated accuracy of +/- 6 seconds.
 GF0455
 GF0455.The orthometric height was determined by differential leveling and
 GF0455.adjusted by the NATIONAL GEODETIC SURVEY
 GF0455.in June 1991.
 GF0455
 GF0455.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0455.GEOID18 height accuracy estimate available here.
 GF0455
 GF0455.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA575022(NAD 83)
 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
 GF0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0455.See file dsdata.pdf to determine how the superseded data were derived.
 GF0455
 GF0455_MARKER: DB = BENCH MARK DISK
 GF0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0455_STAMPING: A 156 1935
 GF0455_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0533 ***********************************************************************
 GF0533  DESIGNATION -  A 157
 GF0533  PID         -  GF0533
 GF0533  STATE/COUNTY-  AR/CARROLL
 GF0533  COUNTRY     -  US
 GF0533  USGS QUAD   -  EUREKA SPRINGS (2017)
 GF0533
 GF0533                         *CURRENT SURVEY CONTROL
 GF0533  ______________________________________________________________________
 GF0533* NAD 83(1986) POSITION- 36 23 32.55   (N) 093 43 38.16   (W)   HD_HELD1
 GF0533* NAVD 88 ORTHO HEIGHT -   456.209 (meters)     1496.75  (feet) ADJUSTED
 GF0533  ______________________________________________________________________
 GF0533  GEOID HEIGHT    -        -28.240 (meters)                     GEOID18
 GF0533  DYNAMIC HEIGHT  -        455.805 (meters)     1495.42  (feet) COMP
 GF0533  MODELED GRAVITY -    979,732.3   (mgal)                       NAVD 88
 GF0533
 GF0533  VERT ORDER      -  SECOND    CLASS 0
 GF0533
 GF0533.The horizontal coordinates were determined by differentially corrected
 GF0533.hand held GPS observations or other comparable positioning techniques
 GF0533.and have an estimated accuracy of +/- 3 meters.
 GF0533
 GF0533.The orthometric height was determined by differential leveling and
 GF0533.adjusted by the NATIONAL GEODETIC SURVEY
 GF0533.in June 1991.
 GF0533
 GF0533.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0533.GEOID18 height accuracy estimate available here.
 GF0533
 GF0533.Click photographs - Photos may exist for this station.
 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     -   229,803.5     245,040.9     MT  (+/- 3 meters HH1 GPS) 
 GF0533
 GF0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA3477827715(NAD 83)
 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
 GF0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0533.See file dsdata.pdf to determine how the superseded data were derived.
 GF0533
 GF0533_MARKER: DB = BENCH MARK DISK
 GF0533_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GF0533_SP_SET: CULVERT HEADWALL
 GF0533_STAMPING: A 157 1935
 GF0533_MARK LOGO: CGS
 GF0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0533+STABILITY: SURFACE MOTION
 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  HISTORY     - 20071026 GOOD             GEOCAC
 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.
 GF0533
 GF0533                          STATION RECOVERY (2007)
 GF0533
 GF0533'RECOVERY NOTE BY GEOCACHING 2007 (CB)
 GF0533'MARK SCUFFED BUT LEGIBLE
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1176 ***********************************************************************
 FF1176  DESIGNATION -  A 16
 FF1176  PID         -  FF1176
 FF1176  STATE/COUNTY-  AR/CROSS
 FF1176  COUNTRY     -  US
 FF1176  USGS QUAD   -  FAIR OAKS (2017)
 FF1176
 FF1176                         *CURRENT SURVEY CONTROL
 FF1176  ______________________________________________________________________
 FF1176* NAD 83(1986) POSITION- 35 14 35.9    (N) 091 01 50.3    (W)   HD_HELD2
 FF1176* NAVD 88 ORTHO HEIGHT -    66.131 (meters)      216.96  (feet) ADJUSTED
 FF1176  ______________________________________________________________________
 FF1176  GEOID HEIGHT    -        -27.247 (meters)                     GEOID18
 FF1176  DYNAMIC HEIGHT  -         66.072 (meters)      216.77  (feet) COMP
 FF1176  MODELED GRAVITY -    979,737.3   (mgal)                       NAVD 88
 FF1176
 FF1176  VERT ORDER      -  FIRST     CLASS II
 FF1176
 FF1176.The horizontal coordinates were established by autonomous hand held GPS
 FF1176.observations and have an estimated accuracy of +/- 10 meters.
 FF1176
 FF1176.The orthometric height was determined by differential leveling and
 FF1176.adjusted by the NATIONAL GEODETIC SURVEY
 FF1176.in June 1991.
 FF1176
 FF1176.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1176.GEOID18 height accuracy estimate available here.
 FF1176
 FF1176.Click photographs - Photos may exist for this station.
 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     -   101,388.      488,223.      MT  (+/- 10 meters HH2 GPS)
 FF1176
 FF1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV7918501802(NAD 83)
 FF1176
 FF1176                          SUPERSEDED SURVEY CONTROL
 FF1176
 FF1176  NGVD 29 (11/26/84)   66.097  (m)          216.85   (f) ADJUSTED    1 2
 FF1176
 FF1176.Superseded values are not recommended for survey control.
 FF1176
 FF1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1176.See file dsdata.pdf to determine how the superseded data were derived.
 FF1176
 FF1176_MARKER: DB = BENCH MARK DISK
 FF1176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1176_STAMPING: 216.788 A 16 1932
 FF1176_MARK LOGO: CGS
 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 - October 20, 2004
 FF1176
 FF1176  HISTORY     - Date     Condition        Report By
 FF1176  HISTORY     - 1932     MONUMENTED       CGS
 FF1176  HISTORY     - 1956     GOOD             CGS
 FF1176  HISTORY     - 20030529 GOOD             USACE
 FF1176  HISTORY     - 20041020 GOOD             ARHD
 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.
 FF1176
 FF1176                          STATION RECOVERY (2004)
 FF1176
 FF1176'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2004 (VJB)
 FF1176'NEEDS MINIMAL CLEARING FOR GPS OBSERVATIONS.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0804 ***********************************************************************
 EJ0804  DESIGNATION -  A 162
 EJ0804  PID         -  EJ0804
 EJ0804  STATE/COUNTY-  AR/SALINE
 EJ0804  COUNTRY     -  US
 EJ0804  USGS QUAD   -  LONSDALE NE (2017)
 EJ0804
 EJ0804                         *CURRENT SURVEY CONTROL
 EJ0804  ______________________________________________________________________
 EJ0804* NAD 83(1986) POSITION- 34 44 46.     (N) 092 51 25.     (W)   SCALED
 EJ0804* NAVD 88 ORTHO HEIGHT -   176.588 (meters)      579.36  (feet) ADJUSTED
 EJ0804  ______________________________________________________________________
 EJ0804  GEOID HEIGHT    -        -27.523 (meters)                     GEOID18
 EJ0804  DYNAMIC HEIGHT  -        176.416 (meters)      578.79  (feet) COMP
 EJ0804  MODELED GRAVITY -    979,656.3   (mgal)                       NAVD 88
 EJ0804
 EJ0804  VERT ORDER      -  SECOND    CLASS 0
 EJ0804
 EJ0804.The horizontal coordinates were scaled from a map and have
 EJ0804.an estimated accuracy of +/- 6 seconds.
 EJ0804
 EJ0804.The orthometric height was determined by differential leveling and
 EJ0804.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0804.in June 1991.
 EJ0804
 EJ0804.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0804.GEOID18 height accuracy estimate available here.
 EJ0804
 EJ0804.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU130448(NAD 83)
 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
 EJ0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0804.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0804
 EJ0804_MARKER: DB = BENCH MARK DISK
 EJ0804_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0804_STAMPING: A 162 1935
 EJ0804_MARK LOGO: CGS
 EJ0804_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1291 ***********************************************************************
 EJ1291  DESIGNATION -  A 163
 EJ1291  PID         -  EJ1291
 EJ1291  STATE/COUNTY-  AR/GARLAND
 EJ1291  COUNTRY     -  US
 EJ1291  USGS QUAD   -  BONNERDALE (2017)
 EJ1291
 EJ1291                         *CURRENT SURVEY CONTROL
 EJ1291  ______________________________________________________________________
 EJ1291* NAD 83(1986) POSITION- 34 29 19.     (N) 093 23 38.     (W)   SCALED
 EJ1291* NAVD 88 ORTHO HEIGHT -   218.187 (meters)      715.84  (feet) ADJUSTED
 EJ1291  ______________________________________________________________________
 EJ1291  GEOID HEIGHT    -        -27.872 (meters)                     GEOID18
 EJ1291  DYNAMIC HEIGHT  -        217.968 (meters)      715.12  (feet) COMP
 EJ1291  MODELED GRAVITY -    979,627.3   (mgal)                       NAVD 88
 EJ1291
 EJ1291  VERT ORDER      -  SECOND    CLASS 0
 EJ1291
 EJ1291.The horizontal coordinates were scaled from a map and have
 EJ1291.an estimated accuracy of +/- 6 seconds.
 EJ1291
 EJ1291.The orthometric height was determined by differential leveling and
 EJ1291.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1291.in June 1991.
 EJ1291
 EJ1291.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1291.GEOID18 height accuracy estimate available here.
 EJ1291
 EJ1291.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU638164(NAD 83)
 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
 EJ1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1291.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1291
 EJ1291_MARKER: DB = BENCH MARK DISK
 EJ1291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1291_STAMPING: A 163 1935
 EJ1291_MARK LOGO: CGS
 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             CGS
 EJ1291
 EJ1291                          STATION DESCRIPTION
 EJ1291
 EJ1291'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG0077 ***********************************************************************
 FG0077  DESIGNATION -  A 164
 FG0077  PID         -  FG0077
 FG0077  STATE/COUNTY-  AR/VAN BUREN
 FG0077  COUNTRY     -  US
 FG0077  USGS QUAD   -  CLINTON (2017)
 FG0077
 FG0077                         *CURRENT SURVEY CONTROL
 FG0077  ______________________________________________________________________
 FG0077* NAD 83(1986) POSITION- 35 36 44.     (N) 092 25 00.     (W)   SCALED
 FG0077* NAVD 88 ORTHO HEIGHT -   192.388 (meters)      631.19  (feet) ADJUSTED
 FG0077  ______________________________________________________________________
 FG0077  GEOID HEIGHT    -        -27.879 (meters)                     GEOID18
 FG0077  DYNAMIC HEIGHT  -        192.214 (meters)      630.62  (feet) COMP
 FG0077  MODELED GRAVITY -    979,725.2   (mgal)                       NAVD 88
 FG0077
 FG0077  VERT ORDER      -  SECOND    CLASS 0
 FG0077
 FG0077.The horizontal coordinates were scaled from a map and have
 FG0077.an estimated accuracy of +/- 6 seconds.
 FG0077
 FG0077.The orthometric height was determined by differential leveling and
 FG0077.adjusted by the NATIONAL GEODETIC SURVEY
 FG0077.in June 1991.
 FG0077
 FG0077.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0077.GEOID18 height accuracy estimate available here.
 FG0077
 FG0077.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV528410(NAD 83)
 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
 FG0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0077.See file dsdata.pdf to determine how the superseded data were derived.
 FG0077
 FG0077_MARKER: DB = BENCH MARK DISK
 FG0077_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0077_STAMPING: A 164 1935
 FG0077_MARK LOGO: CGS
 FG0077_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0077
 FG0077  HISTORY     - Date     Condition        Report By
 FG0077  HISTORY     - 1935     MONUMENTED       CGS
 FG0077  HISTORY     - 20150826 POOR             ARHD
 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.
 FG0077
 FG0077                          STATION RECOVERY (2015)
 FG0077
 FG0077'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 FG0077'PART OF THE CAP IS BROKEN OFF.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1394 ***********************************************************************
 FF1394  DESIGNATION -  A 165
 FF1394  PID         -  FF1394
 FF1394  STATE/COUNTY-  AR/WHITE
 FF1394  COUNTRY     -  US
 FF1394  USGS QUAD   -  JASMINE (2017)
 FF1394
 FF1394                         *CURRENT SURVEY CONTROL
 FF1394  ______________________________________________________________________
 FF1394* NAD 83(1986) POSITION- 35 04 41.     (N) 091 35 53.     (W)   SCALED
 FF1394* NAVD 88 ORTHO HEIGHT -    59.575 (meters)      195.46  (feet) ADJUSTED
 FF1394  ______________________________________________________________________
 FF1394  GEOID HEIGHT    -        -27.314 (meters)                     GEOID18
 FF1394  DYNAMIC HEIGHT  -         59.520 (meters)      195.28  (feet) COMP
 FF1394  MODELED GRAVITY -    979,718.2   (mgal)                       NAVD 88
 FF1394
 FF1394  VERT ORDER      -  FIRST     CLASS II
 FF1394
 FF1394.The horizontal coordinates were scaled from a map and have
 FF1394.an estimated accuracy of +/- 6 seconds.
 FF1394
 FF1394.The orthometric height was determined by differential leveling and
 FF1394.adjusted by the NATIONAL GEODETIC SURVEY
 FF1394.in June 1991.
 FF1394
 FF1394.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1394.GEOID18 height accuracy estimate available here.
 FF1394
 FF1394.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU278825(NAD 83)
 FF1394
 FF1394                          SUPERSEDED SURVEY CONTROL
 FF1394
 FF1394  NGVD 29 (11/26/84)   59.556  (m)          195.39   (f) ADJUSTED    1 2
 FF1394
 FF1394.Superseded values are not recommended for survey control.
 FF1394
 FF1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1394.See file dsdata.pdf to determine how the superseded data were derived.
 FF1394
 FF1394_MARKER: DB = BENCH MARK DISK
 FF1394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1394_STAMPING: A 165 1955
 FF1394_MARK LOGO: CGS
 FF1394_PROJECTION: PROJECTING 21 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0648 ***********************************************************************
 GE0648  DESIGNATION -  A 166
 GE0648  PID         -  GE0648
 GE0648  STATE/COUNTY-  AR/SHARP
 GE0648  COUNTRY     -  US
 GE0648  USGS QUAD   -  EVENING SHADE (2017)
 GE0648
 GE0648                         *CURRENT SURVEY CONTROL
 GE0648  ______________________________________________________________________
 GE0648* NAD 83(1986) POSITION- 36 00 12.67   (N) 091 35 06.85   (W)   HD_HELD1
 GE0648* NAVD 88 ORTHO HEIGHT -   175.558 (meters)      575.98  (feet) ADJUSTED
 GE0648  ______________________________________________________________________
 GE0648  GEOID HEIGHT    -        -27.939 (meters)                     GEOID18
 GE0648  DYNAMIC HEIGHT  -        175.407 (meters)      575.48  (feet) COMP
 GE0648  MODELED GRAVITY -    979,766.9   (mgal)                       NAVD 88
 GE0648
 GE0648  VERT ORDER      -  SECOND    CLASS 0
 GE0648
 GE0648.The horizontal coordinates were determined by differentially corrected
 GE0648.hand held GPS observations or other comparable positioning techniques
 GE0648.and have an estimated accuracy of +/- 3 meters.
 GE0648
 GE0648.The orthometric height was determined by differential leveling and
 GE0648.adjusted by the NATIONAL GEODETIC SURVEY
 GE0648.in June 1991.
 GE0648
 GE0648.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0648.GEOID18 height accuracy estimate available here.
 GE0648
 GE0648.Click photographs - Photos may exist for this station.
 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     -   185,374.8     437,393.5     MT  (+/- 3 meters HH1 GPS) 
 GE0648
 GE0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV2750785264(NAD 83)
 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
 GE0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0648.See file dsdata.pdf to determine how the superseded data were derived.
 GE0648
 GE0648_MARKER: DB = BENCH MARK DISK
 GE0648_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GE0648_SP_SET: CULVERT HEADWALL
 GE0648_STAMPING: A 166 1955
 GE0648_MARK LOGO: CGS
 GE0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0648+STABILITY: SURFACE MOTION
 GE0648_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GE0648+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2025
 GE0648
 GE0648  HISTORY     - Date     Condition        Report By
 GE0648  HISTORY     - 1955     MONUMENTED       CGS
 GE0648  HISTORY     - 20251014 GOOD             ARHD
 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.
 GE0648
 GE0648                          STATION RECOVERY (2025)
 GE0648
 GE0648'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2025 (WAT)
 GE0648'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GE0647 ***********************************************************************
 GE0647  DESIGNATION -  A 167
 GE0647  PID         -  GE0647
 GE0647  STATE/COUNTY-  AR/SHARP
 GE0647  COUNTRY     -  US
 GE0647  USGS QUAD   -  EVENING SHADE (2017)
 GE0647
 GE0647                         *CURRENT SURVEY CONTROL
 GE0647  ______________________________________________________________________
 GE0647* NAD 83(1986) POSITION- 36 00 43.59   (N) 091 35 16.10   (W)   HD_HELD1
 GE0647* NAVD 88 ORTHO HEIGHT -   187.862 (meters)      616.34  (feet) ADJUSTED
 GE0647  ______________________________________________________________________
 GE0647  GEOID HEIGHT    -        -27.952 (meters)                     GEOID18
 GE0647  DYNAMIC HEIGHT  -        187.700 (meters)      615.81  (feet) COMP
 GE0647  MODELED GRAVITY -    979,766.8   (mgal)                       NAVD 88
 GE0647
 GE0647  VERT ORDER      -  SECOND    CLASS 0
 GE0647
 GE0647.The horizontal coordinates were determined by differentially corrected
 GE0647.hand held GPS observations or other comparable positioning techniques
 GE0647.and have an estimated accuracy of +/- 3 meters.
 GE0647
 GE0647.The orthometric height was determined by differential leveling and
 GE0647.adjusted by the NATIONAL GEODETIC SURVEY
 GE0647.in June 1991.
 GE0647
 GE0647.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0647.GEOID18 height accuracy estimate available here.
 GE0647
 GE0647.Click photographs - Photos may exist for this station.
 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     -   186,326.8     437,157.8     MT  (+/- 3 meters HH1 GPS) 
 GE0647
 GE0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV2726286213(NAD 83)
 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
 GE0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0647.See file dsdata.pdf to determine how the superseded data were derived.
 GE0647
 GE0647_MARKER: DB = BENCH MARK DISK
 GE0647_SETTING: 66 = SET IN ROCK OUTCROP
 GE0647_STAMPING: A 167 1955
 GE0647_MARK LOGO: CGS
 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 - October 16, 2025
 GE0647
 GE0647  HISTORY     - Date     Condition        Report By
 GE0647  HISTORY     - 1955     MONUMENTED       CGS
 GE0647  HISTORY     - 20041210 GOOD             ARHD
 GE0647  HISTORY     - 20160809 GOOD             ARHD
 GE0647  HISTORY     - 20251016 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 DEPARTMENT OF TRANSPORTATION 2004 (VJB)
 GE0647'RECOVERED IN GOOD CONDITION.
 GE0647
 GE0647                          STATION RECOVERY (2016)
 GE0647
 GE0647'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (VJB)
 GE0647'RECOVERED IN GOOD CONDITION.
 GE0647
 GE0647                          STATION RECOVERY (2025)
 GE0647
 GE0647'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2025 (WAT)
 GE0647'NO FENCE OR WITNESS POST.  NEW MEASUREMENTS - 150 FT (45.7 M) NORTH OF
 GE0647'CENTER OF DIRT DRIVEWAY WITH MAILBOX 1219 HIGHWAY 167, 148 FT (45.1 M)
 GE0647'SOUTH OF A COMBINATION POLE #341 20 601 704.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1138 ***********************************************************************
 EH1138  DESIGNATION -  A 168
 EH1138  PID         -  EH1138
 EH1138  STATE/COUNTY-  AR/MONROE
 EH1138  COUNTRY     -  US
 EH1138  USGS QUAD   -  BRINKLEY (2017)
 EH1138
 EH1138                         *CURRENT SURVEY CONTROL
 EH1138  ______________________________________________________________________
 EH1138* NAD 83(1986) POSITION- 34 52 56.     (N) 091 12 41.     (W)   SCALED
 EH1138* NAVD 88 ORTHO HEIGHT -    57.904 (meters)      189.97  (feet) ADJUSTED
 EH1138  ______________________________________________________________________
 EH1138  GEOID HEIGHT    -        -26.883 (meters)                     GEOID18
 EH1138  DYNAMIC HEIGHT  -         57.851 (meters)      189.80  (feet) COMP
 EH1138  MODELED GRAVITY -    979,715.8   (mgal)                       NAVD 88
 EH1138
 EH1138  VERT ORDER      -  FIRST     CLASS II
 EH1138
 EH1138.The horizontal coordinates were scaled from a map and have
 EH1138.an estimated accuracy of +/- 6 seconds.
 EH1138
 EH1138.The orthometric height was determined by differential leveling and
 EH1138.adjusted by the NATIONAL GEODETIC SURVEY
 EH1138.in June 1991.
 EH1138
 EH1138.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1138.GEOID18 height accuracy estimate available here.
 EH1138
 EH1138.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU634614(NAD 83)
 EH1138
 EH1138                          SUPERSEDED SURVEY CONTROL
 EH1138
 EH1138  NGVD 29 (11/26/84)   57.907  (m)          189.98   (f) ADJUSTED    1 2
 EH1138
 EH1138.Superseded values are not recommended for survey control.
 EH1138
 EH1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1138.See file dsdata.pdf to determine how the superseded data were derived.
 EH1138
 EH1138_MARKER: DB = BENCH MARK DISK
 EH1138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1138_STAMPING: A 168 1955
 EH1138_MARK LOGO: CGS
 EH1138_PROJECTION: PROJECTING 8 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1155 ***********************************************************************
 EH1155  DESIGNATION -  A 169
 EH1155  PID         -  EH1155
 EH1155  STATE/COUNTY-  AR/MONROE
 EH1155  COUNTRY     -  US
 EH1155  USGS QUAD   -  BRINKLEY (2017)
 EH1155
 EH1155                         *CURRENT SURVEY CONTROL
 EH1155  ______________________________________________________________________
 EH1155* NAD 83(1986) POSITION- 34 54 13.6    (N) 091 08 19.0    (W)   HD_HELD2
 EH1155* NAVD 88 ORTHO HEIGHT -    58.068 (meters)      190.51  (feet) ADJUSTED
 EH1155  ______________________________________________________________________
 EH1155  GEOID HEIGHT    -        -26.857 (meters)                     GEOID18
 EH1155  DYNAMIC HEIGHT  -         58.015 (meters)      190.34  (feet) COMP
 EH1155  MODELED GRAVITY -    979,719.7   (mgal)                       NAVD 88
 EH1155
 EH1155  VERT ORDER      -  FIRST     CLASS II
 EH1155
 EH1155.The horizontal coordinates were established by autonomous hand held GPS
 EH1155.observations and have an estimated accuracy of +/- 10 meters.
 EH1155
 EH1155.The orthometric height was determined by differential leveling and
 EH1155.adjusted by the NATIONAL GEODETIC SURVEY
 EH1155.in June 1991.
 EH1155
 EH1155.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1155.GEOID18 height accuracy estimate available here.
 EH1155
 EH1155.Click photographs - Photos may exist for this station.
 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     -   648,466.      478,728.      MT  (+/- 10 meters HH2 GPS)
 EH1155
 EH1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU7006363953(NAD 83)
 EH1155
 EH1155                          SUPERSEDED SURVEY CONTROL
 EH1155
 EH1155  NGVD 29 (11/26/84)   58.068  (m)          190.51   (f) ADJUSTED    1 2
 EH1155
 EH1155.Superseded values are not recommended for survey control.
 EH1155
 EH1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1155.See file dsdata.pdf to determine how the superseded data were derived.
 EH1155
 EH1155_MARKER: DB = BENCH MARK DISK
 EH1155_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EH1155_SP_SET: CULVERT HEADWALL
 EH1155_STAMPING: A 169 1955
 EH1155_MARK LOGO: CGS
 EH1155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1155+STABILITY: SURFACE MOTION
 EH1155_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH1155+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2011
 EH1155
 EH1155  HISTORY     - Date     Condition        Report By
 EH1155  HISTORY     - 1955     MONUMENTED       CGS
 EH1155  HISTORY     - 20030422 GOOD             USACE
 EH1155  HISTORY     - 20110420 GOOD             ARHD
 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.
 EH1155
 EH1155                          STATION RECOVERY (2011)
 EH1155
 EH1155'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (NVL)
 EH1155'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GE0523 ***********************************************************************
 GE0523  DESIGNATION -  A 17
 GE0523  PID         -  GE0523
 GE0523  STATE/COUNTY-  AR/FULTON
 GE0523  COUNTRY     -  US
 GE0523  USGS QUAD   -  SALEM (2017)
 GE0523
 GE0523                         *CURRENT SURVEY CONTROL
 GE0523  ______________________________________________________________________
 GE0523* NAD 83(1986) POSITION- 36 22 14.3    (N) 091 49 23.0    (W)   HD_HELD2
 GE0523* NAVD 88 ORTHO HEIGHT -   203.768 (meters)      668.53  (feet) ADJUSTED
 GE0523  ______________________________________________________________________
 GE0523  GEOID HEIGHT    -        -28.315 (meters)                     GEOID18
 GE0523  DYNAMIC HEIGHT  -        203.597 (meters)      667.97  (feet) COMP
 GE0523  MODELED GRAVITY -    979,789.6   (mgal)                       NAVD 88
 GE0523
 GE0523  VERT ORDER      -  SECOND    CLASS 0
 GE0523
 GE0523.The horizontal coordinates were established by autonomous hand held GPS
 GE0523.observations and have an estimated accuracy of +/- 10 meters.
 GE0523
 GE0523.The orthometric height was determined by differential leveling and
 GE0523.adjusted by the NATIONAL GEODETIC SURVEY
 GE0523.in June 1991.
 GE0523
 GE0523.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0523.GEOID18 height accuracy estimate available here.
 GE0523
 GE0523.Click photographs - Photos may exist for this station.
 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     -   226,047.      415,879.      MT  (+/- 10 meters HH2 GPS)
 GE0523
 GE0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA0557825702(NAD 83)
 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
 GE0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0523.See file dsdata.pdf to determine how the superseded data were derived.
 GE0523
 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_MARK LOGO: CGS
 GE0523_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE0523
 GE0523  HISTORY     - Date     Condition        Report By
 GE0523  HISTORY     - 1932     MONUMENTED       CGS
 GE0523  HISTORY     - 1955     GOOD             CGS
 GE0523  HISTORY     - 20140407 GOOD             GEOCAC
 GE0523
 GE0523                          STATION DESCRIPTION
 GE0523
 GE0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 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.
 GE0523
 GE0523                          STATION RECOVERY (2014)
 GE0523
 GE0523'RECOVERY NOTE BY GEOCACHING 2014
 GE0523'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0610 ***********************************************************************
 FF0610  DESIGNATION -  A 170
 FF0610  PID         -  FF0610
 FF0610  STATE/COUNTY-  AR/ST FRANCIS
 FF0610  COUNTRY     -  US
 FF0610  USGS QUAD   -  FORREST CITY (2017)
 FF0610
 FF0610                         *CURRENT SURVEY CONTROL
 FF0610  ______________________________________________________________________
 FF0610* NAD 83(1986) POSITION- 35 00 02.     (N) 090 45 03.     (W)   SCALED
 FF0610* NAVD 88 ORTHO HEIGHT -    77.300 (meters)      253.61  (feet) ADJUSTED
 FF0610  ______________________________________________________________________
 FF0610  GEOID HEIGHT    -        -26.903 (meters)                     GEOID18
 FF0610  DYNAMIC HEIGHT  -         77.230 (meters)      253.38  (feet) COMP
 FF0610  MODELED GRAVITY -    979,722.5   (mgal)                       NAVD 88
 FF0610
 FF0610  VERT ORDER      -  FIRST     CLASS II
 FF0610
 FF0610.The horizontal coordinates were scaled from a map and have
 FF0610.an estimated accuracy of +/- 6 seconds.
 FF0610
 FF0610.The orthometric height was determined by differential leveling and
 FF0610.adjusted by the NATIONAL GEODETIC SURVEY
 FF0610.in June 1991.
 FF0610
 FF0610.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0610.GEOID18 height accuracy estimate available here.
 FF0610
 FF0610.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU052754(NAD 83)
 FF0610
 FF0610                          SUPERSEDED SURVEY CONTROL
 FF0610
 FF0610  NGVD 29 (11/26/84)   77.283  (m)          253.55   (f) ADJUSTED    1 2
 FF0610
 FF0610.Superseded values are not recommended for survey control.
 FF0610
 FF0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0610.See file dsdata.pdf to determine how the superseded data were derived.
 FF0610
 FF0610_MARKER: DB = BENCH MARK DISK
 FF0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0610_STAMPING: A 170 1955
 FF0610_MARK LOGO: CGS
 FF0610_PROJECTION: PROJECTING 8 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH0895 ***********************************************************************
 EH0895  DESIGNATION -  A 171
 EH0895  PID         -  EH0895
 EH0895  STATE/COUNTY-  AR/PHILLIPS
 EH0895  COUNTRY     -  US
 EH0895  USGS QUAD   -  WEST HELENA (2017)
 EH0895
 EH0895                         *CURRENT SURVEY CONTROL
 EH0895  ______________________________________________________________________
 EH0895* NAD 83(1986) POSITION- 34 35 31.     (N) 090 41 50.     (W)   SCALED
 EH0895* NAVD 88 ORTHO HEIGHT -    70.318 (meters)      230.70  (feet) ADJUSTED
 EH0895  ______________________________________________________________________
 EH0895  GEOID HEIGHT    -        -26.993 (meters)                     GEOID18
 EH0895  DYNAMIC HEIGHT  -         70.250 (meters)      230.48  (feet) COMP
 EH0895  MODELED GRAVITY -    979,672.4   (mgal)                       NAVD 88
 EH0895
 EH0895  VERT ORDER      -  FIRST     CLASS II
 EH0895
 EH0895.The horizontal coordinates were scaled from a map and have
 EH0895.an estimated accuracy of +/- 6 seconds.
 EH0895
 EH0895.The orthometric height was determined by differential leveling and
 EH0895.adjusted by the NATIONAL GEODETIC SURVEY
 EH0895.in June 1991.
 EH0895
 EH0895.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0895.GEOID18 height accuracy estimate available here.
 EH0895
 EH0895.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU111302(NAD 83)
 EH0895
 EH0895                          SUPERSEDED SURVEY CONTROL
 EH0895
 EH0895  NGVD 29 (11/26/84)   70.346  (m)          230.79   (f) ADJUSTED    1 2
 EH0895
 EH0895.Superseded values are not recommended for survey control.
 EH0895
 EH0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0895.See file dsdata.pdf to determine how the superseded data were derived.
 EH0895
 EH0895_MARKER: DB = BENCH MARK DISK
 EH0895_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH0895_SP_SET: BUILDING FOUNDATION
 EH0895_STAMPING: A 171 1956
 EH0895_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH0863 ***********************************************************************
 EH0863  DESIGNATION -  A 172
 EH0863  PID         -  EH0863
 EH0863  STATE/COUNTY-  AR/LEE
 EH0863  COUNTRY     -  US
 EH0863  USGS QUAD   -  AUBREY (2017)
 EH0863
 EH0863                         *CURRENT SURVEY CONTROL
 EH0863  ______________________________________________________________________
 EH0863* NAD 83(1986) POSITION- 34 41 17.     (N) 090 53 50.     (W)   SCALED
 EH0863* NAVD 88 ORTHO HEIGHT -    57.855 (meters)      189.81  (feet) ADJUSTED
 EH0863  ______________________________________________________________________
 EH0863  GEOID HEIGHT    -        -26.796 (meters)                     GEOID18
 EH0863  DYNAMIC HEIGHT  -         57.800 (meters)      189.63  (feet) COMP
 EH0863  MODELED GRAVITY -    979,700.8   (mgal)                       NAVD 88
 EH0863
 EH0863  VERT ORDER      -  FIRST     CLASS II
 EH0863
 EH0863.The horizontal coordinates were scaled from a map and have
 EH0863.an estimated accuracy of +/- 6 seconds.
 EH0863
 EH0863.The orthometric height was determined by differential leveling and
 EH0863.adjusted by the NATIONAL GEODETIC SURVEY
 EH0863.in June 1991.
 EH0863
 EH0863.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0863.GEOID18 height accuracy estimate available here.
 EH0863
 EH0863.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU926404(NAD 83)
 EH0863
 EH0863                          SUPERSEDED SURVEY CONTROL
 EH0863
 EH0863  NGVD 29 (11/26/84)   57.869  (m)          189.86   (f) ADJUSTED    1 2
 EH0863
 EH0863.Superseded values are not recommended for survey control.
 EH0863
 EH0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0863.See file dsdata.pdf to determine how the superseded data were derived.
 EH0863
 EH0863_MARKER: DB = BENCH MARK DISK
 EH0863_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH0863_SP_SET: ABUTMENT
 EH0863_STAMPING: A 172 1956
 EH0863_MARK LOGO: CGS
 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  HISTORY     - 20220614 MARK NOT FOUND   ARHD
 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.
 EH0863
 EH0863                          STATION RECOVERY (2022)
 EH0863
 EH0863'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2022 (JH)
 EH0863'THE BRIDGE WAS REPLACED IN 2002.  MARK PRESUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0627 ***********************************************************************
 FF0627  DESIGNATION -  A 173
 FF0627  PID         -  FF0627
 FF0627  STATE/COUNTY-  AR/ST FRANCIS
 FF0627  COUNTRY     -  US
 FF0627  USGS QUAD   -  ROUND POND (2017)
 FF0627
 FF0627                         *CURRENT SURVEY CONTROL
 FF0627  ______________________________________________________________________
 FF0627* NAD 83(1986) POSITION- 35 04 17.     (N) 090 37 10.     (W)   SCALED
 FF0627* NAVD 88 ORTHO HEIGHT -    62.131 (meters)      203.84  (feet) ADJUSTED
 FF0627  ______________________________________________________________________
 FF0627  GEOID HEIGHT    -        -27.018 (meters)                     GEOID18
 FF0627  DYNAMIC HEIGHT  -         62.075 (meters)      203.66  (feet) COMP
 FF0627  MODELED GRAVITY -    979,735.8   (mgal)                       NAVD 88
 FF0627
 FF0627  VERT ORDER      -  FIRST     CLASS II
 FF0627
 FF0627.The horizontal coordinates were scaled from a map and have
 FF0627.an estimated accuracy of +/- 6 seconds.
 FF0627
 FF0627.The orthometric height was determined by differential leveling and
 FF0627.adjusted by the NATIONAL GEODETIC SURVEY
 FF0627.in June 1991.
 FF0627
 FF0627.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0627.GEOID18 height accuracy estimate available here.
 FF0627
 FF0627.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU170835(NAD 83)
 FF0627
 FF0627                          SUPERSEDED SURVEY CONTROL
 FF0627
 FF0627  NGVD 29 (11/26/84)   62.113  (m)          203.78   (f) ADJUSTED    1 2
 FF0627
 FF0627.Superseded values are not recommended for survey control.
 FF0627
 FF0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0627.See file dsdata.pdf to determine how the superseded data were derived.
 FF0627
 FF0627_MARKER: DB = BENCH MARK DISK
 FF0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0627_STAMPING: A 173 1956
 FF0627_MARK LOGO: CGS
 FF0627_PROJECTION: PROJECTING 8 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0015 ***********************************************************************
 FF0015  DESIGNATION -  A 174
 FF0015  PID         -  FF0015
 FF0015  STATE/COUNTY-  AR/POINSETT
 FF0015  COUNTRY     -  US
 FF0015  USGS QUAD   -  MARKED TREE (2017)
 FF0015
 FF0015                         *CURRENT SURVEY CONTROL
 FF0015  ______________________________________________________________________
 FF0015* NAD 83(1986) POSITION- 35 32 02.2    (N) 090 25 21.3    (W)   SCALED
 FF0015* NAVD 88 ORTHO HEIGHT -    69.652 (meters)      228.52  (feet) ADJUSTED
 FF0015  ______________________________________________________________________
 FF0015  GEOID HEIGHT    -        -27.707 (meters)                     GEOID18
 FF0015  DYNAMIC HEIGHT  -         69.591 (meters)      228.32  (feet) COMP
 FF0015  MODELED GRAVITY -    979,754.2   (mgal)                       NAVD 88
 FF0015
 FF0015  VERT ORDER      -  FIRST     CLASS II
 FF0015
 FF0015.The horizontal coordinates were scaled from a map and have
 FF0015.an estimated accuracy of +/- 6 seconds.
 FF0015
 FF0015.The orthometric height was determined by differential leveling and
 FF0015.adjusted by the NATIONAL GEODETIC SURVEY
 FF0015.in June 1991.
 FF0015
 FF0015.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0015.GEOID18 height accuracy estimate available here.
 FF0015
 FF0015.Click photographs - Photos may exist for this station.
 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.      543,050.      MT  (+/- 180 meters Scaled)
 FF0015
 FF0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV3368135314(NAD 83)
 FF0015
 FF0015                          SUPERSEDED SURVEY CONTROL
 FF0015
 FF0015  NGVD 29 (10/05/93)   69.606  (m)          228.37   (f) ADJUSTED    1 2
 FF0015  NGVD 29 (??/??/87)   69.591  (m)          228.32   (f) SUPERSEDED  1 2
 FF0015
 FF0015.Superseded values are not recommended for survey control.
 FF0015
 FF0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0015.See file dsdata.pdf to determine how the superseded data were derived.
 FF0015
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0156 ***********************************************************************
 FF0156  DESIGNATION -  A 175
 FF0156  PID         -  FF0156
 FF0156  STATE/COUNTY-  AR/CRITTENDEN
 FF0156  COUNTRY     -  US
 FF0156  USGS QUAD   -  WEST MEMPHIS (2017)
 FF0156
 FF0156                         *CURRENT SURVEY CONTROL
 FF0156  ______________________________________________________________________
 FF0156* NAD 83(1986) POSITION- 35 12 03.     (N) 090 10 58.     (W)   SCALED
 FF0156* NAVD 88 ORTHO HEIGHT -    67.794 (meters)      222.42  (feet) ADJUSTED
 FF0156  ______________________________________________________________________
 FF0156  GEOID HEIGHT    -        -27.326 (meters)                     GEOID18
 FF0156  DYNAMIC HEIGHT  -         67.733 (meters)      222.22  (feet) COMP
 FF0156  MODELED GRAVITY -    979,737.6   (mgal)                       NAVD 88
 FF0156
 FF0156  VERT ORDER      -  FIRST     CLASS II
 FF0156
 FF0156.The horizontal coordinates were scaled from a map and have
 FF0156.an estimated accuracy of +/- 6 seconds.
 FF0156
 FF0156.The orthometric height was determined by differential leveling and
 FF0156.adjusted by the NATIONAL GEODETIC SURVEY
 FF0156.in June 1991.
 FF0156
 FF0156.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0156.GEOID18 height accuracy estimate available here.
 FF0156
 FF0156.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU564989(NAD 83)
 FF0156
 FF0156                          SUPERSEDED SURVEY CONTROL
 FF0156
 FF0156  NGVD 29 (11/26/84)   67.760  (m)          222.31   (f) ADJUSTED    1 2
 FF0156
 FF0156.Superseded values are not recommended for survey control.
 FF0156
 FF0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0156.See file dsdata.pdf to determine how the superseded data were derived.
 FF0156
 FF0156_MARKER: P = PIPE CAP
 FF0156_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF0156_STAMPING: A 175 1956
 FF0156_MARK LOGO: CGS
 FF0156_MAGNETIC: P = MARKER IS A STEEL PIPE
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1247 ***********************************************************************
 EH1247  DESIGNATION -  A 176
 EH1247  PID         -  EH1247
 EH1247  STATE/COUNTY-  AR/ST FRANCIS
 EH1247  COUNTRY     -  US
 EH1247  USGS QUAD   -  WHEATLEY (2017)
 EH1247
 EH1247                         *CURRENT SURVEY CONTROL
 EH1247  ______________________________________________________________________
 EH1247* NAD 83(1986) POSITION- 34 54 12.     (N) 091 06 15.     (W)   SCALED
 EH1247* NAVD 88 ORTHO HEIGHT -    60.979 (meters)      200.06  (feet) ADJUSTED
 EH1247  ______________________________________________________________________
 EH1247  GEOID HEIGHT    -        -26.841 (meters)                     GEOID18
 EH1247  DYNAMIC HEIGHT  -         60.924 (meters)      199.88  (feet) COMP
 EH1247  MODELED GRAVITY -    979,720.0   (mgal)                       NAVD 88
 EH1247
 EH1247  VERT ORDER      -  FIRST     CLASS II
 EH1247
 EH1247.The horizontal coordinates were scaled from a map and have
 EH1247.an estimated accuracy of +/- 6 seconds.
 EH1247
 EH1247.The orthometric height was determined by differential leveling and
 EH1247.adjusted by the NATIONAL GEODETIC SURVEY
 EH1247.in June 1991.
 EH1247
 EH1247.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1247.GEOID18 height accuracy estimate available here.
 EH1247
 EH1247.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU732639(NAD 83)
 EH1247
 EH1247                          SUPERSEDED SURVEY CONTROL
 EH1247
 EH1247  NGVD 29 (11/26/84)   60.978  (m)          200.06   (f) ADJUSTED    1 2
 EH1247
 EH1247.Superseded values are not recommended for survey control.
 EH1247
 EH1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1247.See file dsdata.pdf to determine how the superseded data were derived.
 EH1247
 EH1247_MARKER: DB = BENCH MARK DISK
 EH1247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1247_STAMPING: A 176 1955
 EH1247_MARK LOGO: CGS
 EH1247_PROJECTION: PROJECTING 10 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1067 ***********************************************************************
 EH1067  DESIGNATION -  A 177
 EH1067  PID         -  EH1067
 EH1067  STATE/COUNTY-  AR/MONROE
 EH1067  COUNTRY     -  US
 EH1067  USGS QUAD   -  HOLLY GROVE (2017)
 EH1067
 EH1067                         *CURRENT SURVEY CONTROL
 EH1067  ______________________________________________________________________
 EH1067* NAD 83(1986) POSITION- 34 35 51.     (N) 091 12 49.     (W)   SCALED
 EH1067* NAVD 88 ORTHO HEIGHT -    52.581 (meters)      172.51  (feet) ADJUSTED
 EH1067  ______________________________________________________________________
 EH1067  GEOID HEIGHT    -        -26.773 (meters)                     GEOID18
 EH1067  DYNAMIC HEIGHT  -         52.531 (meters)      172.35  (feet) COMP
 EH1067  MODELED GRAVITY -    979,686.1   (mgal)                       NAVD 88
 EH1067
 EH1067  VERT ORDER      -  FIRST     CLASS II
 EH1067
 EH1067.The horizontal coordinates were scaled from a map and have
 EH1067.an estimated accuracy of +/- 6 seconds.
 EH1067
 EH1067.The orthometric height was determined by differential leveling and
 EH1067.adjusted by the NATIONAL GEODETIC SURVEY
 EH1067.in June 1991.
 EH1067
 EH1067.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1067.GEOID18 height accuracy estimate available here.
 EH1067
 EH1067.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU638298(NAD 83)
 EH1067
 EH1067                          SUPERSEDED SURVEY CONTROL
 EH1067
 EH1067  NGVD 29 (11/26/84)   52.604  (m)          172.59   (f) ADJUSTED    1 2
 EH1067
 EH1067.Superseded values are not recommended for survey control.
 EH1067
 EH1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1067.See file dsdata.pdf to determine how the superseded data were derived.
 EH1067
 EH1067_MARKER: DB = BENCH MARK DISK
 EH1067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1067_STAMPING: A 177 1955
 EH1067_MARK LOGO: CGS
 EH1067_PROJECTION: PROJECTING 3 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1274 ***********************************************************************
 FF1274  DESIGNATION -  A 178
 FF1274  PID         -  FF1274
 FF1274  STATE/COUNTY-  AR/WOODRUFF
 FF1274  COUNTRY     -  US
 FF1274  USGS QUAD   -  FAIR OAKS (2017)
 FF1274
 FF1274                         *CURRENT SURVEY CONTROL
 FF1274  ______________________________________________________________________
 FF1274* NAD 83(1986) POSITION- 35 08 52.     (N) 091 04 30.     (W)   SCALED
 FF1274* NAVD 88 ORTHO HEIGHT -    65.442 (meters)      214.70  (feet) ADJUSTED
 FF1274  ______________________________________________________________________
 FF1274  GEOID HEIGHT    -        -27.148 (meters)                     GEOID18
 FF1274  DYNAMIC HEIGHT  -         65.383 (meters)      214.51  (feet) COMP
 FF1274  MODELED GRAVITY -    979,731.0   (mgal)                       NAVD 88
 FF1274
 FF1274  VERT ORDER      -  FIRST     CLASS II
 FF1274
 FF1274.The horizontal coordinates were scaled from a map and have
 FF1274.an estimated accuracy of +/- 6 seconds.
 FF1274
 FF1274.The orthometric height was determined by differential leveling and
 FF1274.adjusted by the NATIONAL GEODETIC SURVEY
 FF1274.in June 1991.
 FF1274
 FF1274.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1274.GEOID18 height accuracy estimate available here.
 FF1274
 FF1274.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU753911(NAD 83)
 FF1274
 FF1274                          SUPERSEDED SURVEY CONTROL
 FF1274
 FF1274  NGVD 29 (11/26/84)   65.416  (m)          214.62   (f) ADJUSTED    1 2
 FF1274
 FF1274.Superseded values are not recommended for survey control.
 FF1274
 FF1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1274.See file dsdata.pdf to determine how the superseded data were derived.
 FF1274
 FF1274_MARKER: DB = BENCH MARK DISK
 FF1274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1274_STAMPING: A 178 1956
 FF1274_MARK LOGO: CGS
 FF1274_PROJECTION: PROJECTING 10 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0136 ***********************************************************************
 FF0136  DESIGNATION -  A 179
 FF0136  PID         -  FF0136
 FF0136  STATE/COUNTY-  AR/CRITTENDEN
 FF0136  COUNTRY     -  US
 FF0136  USGS QUAD   -  JERICHO (2017)
 FF0136
 FF0136                         *CURRENT SURVEY CONTROL
 FF0136  ______________________________________________________________________
 FF0136* NAD 83(1986) POSITION- 35 19 21.     (N) 090 14 29.     (W)   SCALED
 FF0136* NAVD 88 ORTHO HEIGHT -    69.314 (meters)      227.41  (feet) ADJUSTED
 FF0136  ______________________________________________________________________
 FF0136  GEOID HEIGHT    -        -27.428 (meters)                     GEOID18
 FF0136  DYNAMIC HEIGHT  -         69.252 (meters)      227.20  (feet) COMP
 FF0136  MODELED GRAVITY -    979,745.6   (mgal)                       NAVD 88
 FF0136
 FF0136  VERT ORDER      -  FIRST     CLASS II
 FF0136
 FF0136.The horizontal coordinates were scaled from a map and have
 FF0136.an estimated accuracy of +/- 6 seconds.
 FF0136
 FF0136.The orthometric height was determined by differential leveling and
 FF0136.adjusted by the NATIONAL GEODETIC SURVEY
 FF0136.in June 1991.
 FF0136
 FF0136.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0136.GEOID18 height accuracy estimate available here.
 FF0136
 FF0136.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV507123(NAD 83)
 FF0136
 FF0136                          SUPERSEDED SURVEY CONTROL
 FF0136
 FF0136  NGVD 29 (11/26/84)   69.267  (m)          227.25   (f) ADJUSTED    1 2
 FF0136
 FF0136.Superseded values are not recommended for survey control.
 FF0136
 FF0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0136.See file dsdata.pdf to determine how the superseded data were derived.
 FF0136
 FF0136_MARKER: DB = BENCH MARK DISK
 FF0136_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FF0136_STAMPING: A 179 1956
 FF0136_MARK LOGO: CGS
 FF0136_PROJECTION: FLUSH
 FF0136_MAGNETIC: I = MARKER IS A STEEL ROD
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0018 ***********************************************************************
 FG0018  DESIGNATION -  A 18
 FG0018  PID         -  FG0018
 FG0018  STATE/COUNTY-  AR/STONE
 FG0018  COUNTRY     -  US
 FG0018  USGS QUAD   -  MOUNTAIN VIEW SW (2017)
 FG0018
 FG0018                         *CURRENT SURVEY CONTROL
 FG0018  ______________________________________________________________________
 FG0018* NAD 83(1986) POSITION- 35 50 44.     (N) 092 08 04.     (W)   SCALED
 FG0018* NAVD 88 ORTHO HEIGHT -   373.666 (meters)     1225.94  (feet) ADJUSTED
 FG0018  ______________________________________________________________________
 FG0018  GEOID HEIGHT    -        -27.658 (meters)                     GEOID18
 FG0018  DYNAMIC HEIGHT  -        373.339 (meters)     1224.86  (feet) COMP
 FG0018  MODELED GRAVITY -    979,744.7   (mgal)                       NAVD 88
 FG0018
 FG0018  VERT ORDER      -  SECOND    CLASS 0
 FG0018
 FG0018.The horizontal coordinates were scaled from a map and have
 FG0018.an estimated accuracy of +/- 6 seconds.
 FG0018
 FG0018.The orthometric height was determined by differential leveling and
 FG0018.adjusted by the NATIONAL GEODETIC SURVEY
 FG0018.in June 1991.
 FG0018
 FG0018.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0018.GEOID18 height accuracy estimate available here.
 FG0018
 FG0018.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV781671(NAD 83)
 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
 FG0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0018.See file dsdata.pdf to determine how the superseded data were derived.
 FG0018
 FG0018_MARKER: DB = BENCH MARK DISK
 FG0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0018_STAMPING: A 18 1932
 FG0018_MARK LOGO: CGS
 FG0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0018+STABILITY: SURFACE MOTION
 FG0018
 FG0018  HISTORY     - Date     Condition        Report By
 FG0018  HISTORY     - 1932     MONUMENTED       CGS
 FG0018  HISTORY     - 1934     GOOD             CGS
 FG0018  HISTORY     - 20150413 MARK NOT FOUND   ARHD
 FG0018
 FG0018                          STATION DESCRIPTION
 FG0018
 FG0018'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1934
 FG0018'RECOVERED IN GOOD CONDITION.
 FG0018
 FG0018                          STATION RECOVERY (2015)
 FG0018
 FG0018'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (BAB)
 FG0018'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0738 ***********************************************************************
 FF0738  DESIGNATION -  A 180
 FF0738  PID         -  FF0738
 FF0738  STATE/COUNTY-  AR/CRAIGHEAD
 FF0738  COUNTRY     -  US
 FF0738  USGS QUAD   -  JONESBORO (2017)
 FF0738
 FF0738                         *CURRENT SURVEY CONTROL
 FF0738  ______________________________________________________________________
 FF0738* NAD 83(1986) POSITION- 35 50 09.     (N) 090 40 20.     (W)   SCALED
 FF0738* NAVD 88 ORTHO HEIGHT -    82.644 (meters)      271.14  (feet) ADJUSTED
 FF0738  ______________________________________________________________________
 FF0738  GEOID HEIGHT    -        -27.834 (meters)                     GEOID18
 FF0738  DYNAMIC HEIGHT  -         82.573 (meters)      270.91  (feet) COMP
 FF0738  MODELED GRAVITY -    979,780.9   (mgal)                       NAVD 88
 FF0738
 FF0738  VERT ORDER      -  FIRST     CLASS II
 FF0738
 FF0738.The horizontal coordinates were scaled from a map and have
 FF0738.an estimated accuracy of +/- 6 seconds.
 FF0738
 FF0738.The orthometric height was determined by differential leveling and
 FF0738.adjusted by the NATIONAL GEODETIC SURVEY
 FF0738.in January 1995.
 FF0738
 FF0738.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0738.GEOID18 height accuracy estimate available here.
 FF0738
 FF0738.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV102682(NAD 83)
 FF0738
 FF0738                          SUPERSEDED SURVEY CONTROL
 FF0738
 FF0738  NAVD 88 (06/15/91)   82.652  (m)          271.17   (f) SUPERSEDED  1 2
 FF0738  NGVD 29 (10/05/93)   82.563  (m)          270.88   (f) ADJUSTED    1 2
 FF0738  NGVD 29 (??/??/87)   82.567  (m)          270.89   (f) SUPERSEDED  1 2
 FF0738
 FF0738.Superseded values are not recommended for survey control.
 FF0738
 FF0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0738.See file dsdata.pdf to determine how the superseded data were derived.
 FF0738
 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 - July 24, 2012
 FF0738
 FF0738  HISTORY     - Date     Condition        Report By
 FF0738  HISTORY     - 1956     MONUMENTED       CGS
 FF0738  HISTORY     - 19920322 GOOD             NGS
 FF0738  HISTORY     - 20020816 GOOD             USACE
 FF0738  HISTORY     - 20120724 GOOD             ASSOEN
 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.
 FF0738
 FF0738                          STATION RECOVERY (2012)
 FF0738
 FF0738'RECOVERY NOTE BY ASSOCIATED ENGINEERING 2012 (MPM)
 FF0738'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0823 ***********************************************************************
 FF0823  DESIGNATION -  A 181
 FF0823  PID         -  FF0823
 FF0823  STATE/COUNTY-  AR/POINSETT
 FF0823  COUNTRY     -  US
 FF0823  USGS QUAD   -  WEINER (2017)
 FF0823
 FF0823                         *CURRENT SURVEY CONTROL
 FF0823  ______________________________________________________________________
 FF0823* NAD 83(1986) POSITION- 35 30 14.     (N) 090 57 57.     (W)   SCALED
 FF0823* NAVD 88 ORTHO HEIGHT -    70.907 (meters)      232.63  (feet) ADJUSTED
 FF0823  ______________________________________________________________________
 FF0823  GEOID HEIGHT    -        -27.494 (meters)                     GEOID18
 FF0823  DYNAMIC HEIGHT  -         70.844 (meters)      232.43  (feet) COMP
 FF0823  MODELED GRAVITY -    979,758.1   (mgal)                       NAVD 88
 FF0823
 FF0823  VERT ORDER      -  FIRST     CLASS II
 FF0823
 FF0823.The horizontal coordinates were scaled from a map and have
 FF0823.an estimated accuracy of +/- 6 seconds.
 FF0823
 FF0823.The orthometric height was determined by differential leveling and
 FF0823.adjusted by the NATIONAL GEODETIC SURVEY
 FF0823.in June 1991.
 FF0823
 FF0823.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0823.GEOID18 height accuracy estimate available here.
 FF0823
 FF0823.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV844308(NAD 83)
 FF0823
 FF0823                          SUPERSEDED SURVEY CONTROL
 FF0823
 FF0823  NGVD 29 (11/26/84)   70.854  (m)          232.46   (f) ADJUSTED    1 2
 FF0823
 FF0823.Superseded values are not recommended for survey control.
 FF0823
 FF0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0823.See file dsdata.pdf to determine how the superseded data were derived.
 FF0823
 FF0823_MARKER: DB = BENCH MARK DISK
 FF0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0823_STAMPING: A 181 1956
 FF0823_MARK LOGO: CGS
 FF0823_PROJECTION: PROJECTING 3 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0703 ***********************************************************************
 FF0703  DESIGNATION -  A 182
 FF0703  PID         -  FF0703
 FF0703  STATE/COUNTY-  AR/CROSS
 FF0703  COUNTRY     -  US
 FF0703  USGS QUAD   -  VANNDALE (2017)
 FF0703
 FF0703                         *CURRENT SURVEY CONTROL
 FF0703  ______________________________________________________________________
 FF0703* NAD 83(1986) POSITION- 35 16 03.     (N) 090 46 58.     (W)   SCALED
 FF0703* NAVD 88 ORTHO HEIGHT -    82.071 (meters)      269.26  (feet) ADJUSTED
 FF0703  ______________________________________________________________________
 FF0703  GEOID HEIGHT    -        -27.237 (meters)                     GEOID18
 FF0703  DYNAMIC HEIGHT  -         81.997 (meters)      269.02  (feet) COMP
 FF0703  MODELED GRAVITY -    979,734.4   (mgal)                       NAVD 88
 FF0703
 FF0703  VERT ORDER      -  FIRST     CLASS II
 FF0703
 FF0703.The horizontal coordinates were scaled from a map and have
 FF0703.an estimated accuracy of +/- 6 seconds.
 FF0703
 FF0703.The orthometric height was determined by differential leveling and
 FF0703.adjusted by the NATIONAL GEODETIC SURVEY
 FF0703.in June 1991.
 FF0703
 FF0703.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0703.GEOID18 height accuracy estimate available here.
 FF0703
 FF0703.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV016049(NAD 83)
 FF0703
 FF0703                          SUPERSEDED SURVEY CONTROL
 FF0703
 FF0703  NGVD 29 (11/26/84)   82.036  (m)          269.15   (f) ADJUSTED    1 2
 FF0703
 FF0703.Superseded values are not recommended for survey control.
 FF0703
 FF0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0703.See file dsdata.pdf to determine how the superseded data were derived.
 FF0703
 FF0703_MARKER: DB = BENCH MARK DISK
 FF0703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0703_STAMPING: A 182 1956
 FF0703_MARK LOGO: CGS
 FF0703_PROJECTION: FLUSH
 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 - September 11, 2011
 FF0703
 FF0703  HISTORY     - Date     Condition        Report By
 FF0703  HISTORY     - 1956     MONUMENTED       CGS
 FF0703  HISTORY     - 20030505 GOOD             USACE
 FF0703  HISTORY     - 20041027 GOOD             ARHD
 FF0703  HISTORY     - 20090708 GOOD             NGS
 FF0703  HISTORY     - 20110911 GOOD             ARHD
 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.
 FF0703
 FF0703                          STATION RECOVERY (2004)
 FF0703
 FF0703'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2004 (VJB)
 FF0703'RECOVERED IN GOOD CONDITION.
 FF0703
 FF0703                          STATION RECOVERY (2009)
 FF0703
 FF0703'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2009 (JBW)
 FF0703'0.1 METERS NORTH OF METAL POST. 0.1 METERS WEST OF METAL WITNESS POST.
 FF0703'
 FF0703
 FF0703                          STATION RECOVERY (2011)
 FF0703
 FF0703'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (JDH)
 FF0703'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0899 ***********************************************************************
 FF0899  DESIGNATION -  A 183
 FF0899  PID         -  FF0899
 FF0899  STATE/COUNTY-  AR/POINSETT
 FF0899  COUNTRY     -  US
 FF0899  USGS QUAD   -  POWERS SLOUGH (2017)
 FF0899
 FF0899                         *CURRENT SURVEY CONTROL
 FF0899  ______________________________________________________________________
 FF0899* NAD 83(1986) POSITION- 35 33 52.0    (N) 090 46 03.8    (W)   HD_HELD2
 FF0899* NAVD 88 ORTHO HEIGHT -    74.142 (meters)      243.25  (feet) ADJUSTED
 FF0899  ______________________________________________________________________
 FF0899  GEOID HEIGHT    -        -27.598 (meters)                     GEOID18
 FF0899  DYNAMIC HEIGHT  -         74.078 (meters)      243.04  (feet) COMP
 FF0899  MODELED GRAVITY -    979,760.8   (mgal)                       NAVD 88
 FF0899
 FF0899  VERT ORDER      -  FIRST     CLASS II
 FF0899
 FF0899.The horizontal coordinates were established by autonomous hand held GPS
 FF0899.observations and have an estimated accuracy of +/- 10 meters.
 FF0899
 FF0899.The orthometric height was determined by differential leveling and
 FF0899.adjusted by the NATIONAL GEODETIC SURVEY
 FF0899.in June 1991.
 FF0899
 FF0899.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0899.GEOID18 height accuracy estimate available here.
 FF0899
 FF0899.Click photographs - Photos may exist for this station.
 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     -   137,280.      511,704.      MT  (+/- 10 meters HH2 GPS)
 FF0899
 FF0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV0230737933(NAD 83)
 FF0899
 FF0899                          SUPERSEDED SURVEY CONTROL
 FF0899
 FF0899  NGVD 29 (11/26/84)   74.085  (m)          243.06   (f) ADJUSTED    1 2
 FF0899
 FF0899.Superseded values are not recommended for survey control.
 FF0899
 FF0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0899.See file dsdata.pdf to determine how the superseded data were derived.
 FF0899
 FF0899_MARKER: DB = BENCH MARK DISK
 FF0899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0899_STAMPING: A 183 1956
 FF0899_MARK LOGO: CGS
 FF0899_PROJECTION: PROJECTING 8 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0810 ***********************************************************************
 FF0810  DESIGNATION -  A 184
 FF0810  PID         -  FF0810
 FF0810  STATE/COUNTY-  AR/CRAIGHEAD
 FF0810  COUNTRY     -  US
 FF0810  USGS QUAD   -  NEEDHAM (2017)
 FF0810
 FF0810                         *CURRENT SURVEY CONTROL
 FF0810  ______________________________________________________________________
 FF0810* NAD 83(1986) POSITION- 35 49 08.     (N) 090 30 46.     (W)   SCALED
 FF0810* NAVD 88 ORTHO HEIGHT -    72.309 (meters)      237.23  (feet) POSTED
 FF0810  ______________________________________________________________________
 FF0810  GEOID HEIGHT    -        -27.963 (meters)                     GEOID18
 FF0810  DYNAMIC HEIGHT  -         72.25  (meters)      237.0   (feet) COMP
 FF0810  MODELED GRAVITY -    979,781.2   (mgal)                       NAVD 88
 FF0810
 FF0810  VERT ORDER      -  * POSTED, SEE BELOW
 FF0810
 FF0810.The horizontal coordinates were scaled from a 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
 FF0810.* This is a POSTED BENCH MARK height.
 FF0810
 FF0810.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0810.GEOID18 height accuracy estimate available here.
 FF0810
 FF0810.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV247667(NAD 83)
 FF0810
 FF0810                          SUPERSEDED SURVEY CONTROL
 FF0810
 FF0810  NGVD 29 (11/26/84)   72.244  (m)          237.02   (f) ADJUSTED    1 2
 FF0810
 FF0810.Superseded values are not recommended for survey control.
 FF0810
 FF0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0810.See file dsdata.pdf to determine how the superseded data were derived.
 FF0810
 FF0810_MARKER: DB = BENCH MARK DISK
 FF0810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0810_STAMPING: A 184 1956
 FF0810_MARK LOGO: CGS
 FF0810_PROJECTION: PROJECTING 8 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0047 ***********************************************************************
 FF0047  DESIGNATION -  A 185
 FF0047  PID         -  FF0047
 FF0047  STATE/COUNTY-  AR/MISSISSIPPI
 FF0047  COUNTRY     -  US
 FF0047  USGS QUAD   -  MANILA SOUTH (2017)
 FF0047
 FF0047                         *CURRENT SURVEY CONTROL
 FF0047  ______________________________________________________________________
 FF0047* NAD 83(1986) POSITION- 35 51 28.     (N) 090 08 27.     (W)   SCALED
 FF0047* NAVD 88 ORTHO HEIGHT -    72.644 (meters)      238.33  (feet) ADJUSTED
 FF0047  ______________________________________________________________________
 FF0047  GEOID HEIGHT    -        -27.986 (meters)                     GEOID18
 FF0047  DYNAMIC HEIGHT  -         72.583 (meters)      238.13  (feet) COMP
 FF0047  MODELED GRAVITY -    979,787.0   (mgal)                       NAVD 88
 FF0047
 FF0047  VERT ORDER      -  FIRST     CLASS II
 FF0047
 FF0047.The horizontal coordinates were scaled from a map and have
 FF0047.an estimated accuracy of +/- 6 seconds.
 FF0047
 FF0047.The orthometric height was determined by differential leveling and
 FF0047.adjusted by the NATIONAL GEODETIC SURVEY
 FF0047.in June 1991.
 FF0047
 FF0047.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0047.GEOID18 height accuracy estimate available here.
 FF0047
 FF0047.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV581719(NAD 83)
 FF0047
 FF0047                          SUPERSEDED SURVEY CONTROL
 FF0047
 FF0047  NGVD 29 (11/26/84)   72.630  (m)          238.29   (f) ADJUSTED    1 2
 FF0047
 FF0047.Superseded values are not recommended for survey control.
 FF0047
 FF0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0047.See file dsdata.pdf to determine how the superseded data were derived.
 FF0047
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0849 ***********************************************************************
 FF0849  DESIGNATION -  A 186
 FF0849  PID         -  FF0849
 FF0849  STATE/COUNTY-  AR/CRAIGHEAD
 FF0849  COUNTRY     -  US
 FF0849  USGS QUAD   -  OTWELL (2017)
 FF0849
 FF0849                         *CURRENT SURVEY CONTROL
 FF0849  ______________________________________________________________________
 FF0849* NAD 83(1986) POSITION- 35 43 12.     (N) 090 50 28.     (W)   SCALED
 FF0849* NAVD 88 ORTHO HEIGHT -    76.704 (meters)      251.65  (feet) ADJUSTED
 FF0849  ______________________________________________________________________
 FF0849  GEOID HEIGHT    -        -27.708 (meters)                     GEOID18
 FF0849  DYNAMIC HEIGHT  -         76.638 (meters)      251.44  (feet) COMP
 FF0849  MODELED GRAVITY -    979,777.2   (mgal)                       NAVD 88
 FF0849
 FF0849  VERT ORDER      -  FIRST     CLASS II
 FF0849
 FF0849.The horizontal coordinates were scaled from a map and have
 FF0849.an estimated accuracy of +/- 6 seconds.
 FF0849
 FF0849.The orthometric height was determined by differential leveling and
 FF0849.adjusted by the NATIONAL GEODETIC SURVEY
 FF0849.in June 1991.
 FF0849
 FF0849.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0849.GEOID18 height accuracy estimate available here.
 FF0849
 FF0849.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV952550(NAD 83)
 FF0849
 FF0849                          SUPERSEDED SURVEY CONTROL
 FF0849
 FF0849  NGVD 29 (11/26/84)   76.633  (m)          251.42   (f) ADJUSTED    1 2
 FF0849
 FF0849.Superseded values are not recommended for survey control.
 FF0849
 FF0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0849.See file dsdata.pdf to determine how the superseded data were derived.
 FF0849
 FF0849_MARKER: DB = BENCH MARK DISK
 FF0849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0849_STAMPING: A 186 1956
 FF0849_MARK LOGO: CGS
 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 - October 03, 2022
 FF0849
 FF0849  HISTORY     - Date     Condition        Report By
 FF0849  HISTORY     - 1956     MONUMENTED       CGS
 FF0849  HISTORY     - 20020821 GOOD             USACE
 FF0849  HISTORY     - 20221003 GOOD             ARHD
 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.
 FF0849
 FF0849                          STATION RECOVERY (2022)
 FF0849
 FF0849'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2022 (AC)
 FF0849'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FE1849 ***********************************************************************
 FE1849  DESIGNATION -  A 187
 FE1849  PID         -  FE1849
 FE1849  STATE/COUNTY-  AR/MISSISSIPPI
 FE1849  COUNTRY     -  US
 FE1849  USGS QUAD   -  BLYTHEVILLE (2017)
 FE1849
 FE1849                         *CURRENT SURVEY CONTROL
 FE1849  ______________________________________________________________________
 FE1849* NAD 83(1986) POSITION- 35 55 07.     (N) 089 56 34.     (W)   SCALED
 FE1849* NAVD 88 ORTHO HEIGHT -    75.907 (meters)      249.04  (feet) ADJUSTED
 FE1849  ______________________________________________________________________
 FE1849  GEOID HEIGHT    -        -28.090 (meters)                     GEOID18
 FE1849  DYNAMIC HEIGHT  -         75.843 (meters)      248.83  (feet) COMP
 FE1849  MODELED GRAVITY -    979,791.0   (mgal)                       NAVD 88
 FE1849
 FE1849  VERT ORDER      -  FIRST     CLASS II
 FE1849
 FE1849.The horizontal coordinates were scaled from a map and have
 FE1849.an estimated accuracy of +/- 6 seconds.
 FE1849
 FE1849.The orthometric height was determined by differential leveling and
 FE1849.adjusted by the NATIONAL GEODETIC SURVEY
 FE1849.in June 1991.
 FE1849
 FE1849.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE1849.GEOID18 height accuracy estimate available here.
 FE1849
 FE1849.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE344789(NAD 83)
 FE1849
 FE1849                          SUPERSEDED SURVEY CONTROL
 FE1849
 FE1849  NGVD 29 (11/26/84)   75.861  (m)          248.89   (f) ADJUSTED    1 2
 FE1849
 FE1849.Superseded values are not recommended for survey control.
 FE1849
 FE1849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1849.See file dsdata.pdf to determine how the superseded data were derived.
 FE1849
 FE1849_MARKER: DB = BENCH MARK DISK
 FE1849_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0260 ***********************************************************************
 GE0260  DESIGNATION -  A 188
 GE0260  PID         -  GE0260
 GE0260  STATE/COUNTY-  AR/CLAY
 GE0260  COUNTRY     -  US
 GE0260  USGS QUAD   -  CORNING (2017)
 GE0260
 GE0260                         *CURRENT SURVEY CONTROL
 GE0260  ______________________________________________________________________
 GE0260* NAD 83(1986) POSITION- 36 29 42.     (N) 090 30 53.     (W)   SCALED
 GE0260* NAVD 88 ORTHO HEIGHT -    89.393 (meters)      293.28  (feet) ADJUSTED
 GE0260  ______________________________________________________________________
 GE0260  GEOID HEIGHT    -        -28.894 (meters)                     GEOID18
 GE0260  DYNAMIC HEIGHT  -         89.321 (meters)      293.05  (feet) COMP
 GE0260  MODELED GRAVITY -    979,826.8   (mgal)                       NAVD 88
 GE0260
 GE0260  VERT ORDER      -  FIRST     CLASS II
 GE0260
 GE0260.The horizontal coordinates were scaled from a map and have
 GE0260.an estimated accuracy of +/- 6 seconds.
 GE0260
 GE0260.The orthometric height was determined by differential leveling and
 GE0260.adjusted by the NATIONAL GEODETIC SURVEY
 GE0260.in June 1991.
 GE0260
 GE0260.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0260.GEOID18 height accuracy estimate available here.
 GE0260
 GE0260.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA226417(NAD 83)
 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
 GE0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0260.See file dsdata.pdf to determine how the superseded data were derived.
 GE0260
 GE0260_MARKER: DB = BENCH MARK DISK
 GE0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0260_STAMPING: A 188 1956
 GE0260_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FE1826 ***********************************************************************
 FE1826  DESIGNATION -  A 189
 FE1826  PID         -  FE1826
 FE1826  STATE/COUNTY-  AR/MISSISSIPPI
 FE1826  COUNTRY     -  US
 FE1826  USGS QUAD   -  BLYTHEVILLE (2017)
 FE1826
 FE1826                         *CURRENT SURVEY CONTROL
 FE1826  ______________________________________________________________________
 FE1826* NAD 83(1986) POSITION- 35 55 18.     (N) 089 53 26.     (W)   SCALED
 FE1826* NAVD 88 ORTHO HEIGHT -    77.722 (meters)      254.99  (feet) ADJUSTED
 FE1826  ______________________________________________________________________
 FE1826  GEOID HEIGHT    -        -28.092 (meters)                     GEOID18
 FE1826  DYNAMIC HEIGHT  -         77.657 (meters)      254.78  (feet) COMP
 FE1826  MODELED GRAVITY -    979,790.7   (mgal)                       NAVD 88
 FE1826
 FE1826  VERT ORDER      -  FIRST     CLASS II
 FE1826
 FE1826.The horizontal coordinates were scaled from a map and have
 FE1826.an estimated accuracy of +/- 6 seconds.
 FE1826
 FE1826.The orthometric height was determined by differential leveling and
 FE1826.adjusted by the NATIONAL GEODETIC SURVEY
 FE1826.in June 1991.
 FE1826
 FE1826.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE1826.GEOID18 height accuracy estimate available here.
 FE1826
 FE1826.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE391791(NAD 83)
 FE1826
 FE1826                          SUPERSEDED SURVEY CONTROL
 FE1826
 FE1826  NGVD 29 (11/26/84)   77.666  (m)          254.81   (f) ADJUSTED    1 2
 FE1826
 FE1826.Superseded values are not recommended for survey control.
 FE1826
 FE1826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1826.See file dsdata.pdf to determine how the superseded data were derived.
 FE1826
 FE1826_MARKER: DB = BENCH MARK DISK
 FE1826_SETTING: 7 = 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 = MARCH 20, 2026 22:17:28 EDT
 FG0833 ***********************************************************************
 FG0833  DESIGNATION -  A 19
 FG0833  PID         -  FG0833
 FG0833  STATE/COUNTY-  AR/NEWTON
 FG0833  COUNTRY     -  US
 FG0833  USGS QUAD   -  SWAIN (2017)
 FG0833
 FG0833                         *CURRENT SURVEY CONTROL
 FG0833  ______________________________________________________________________
 FG0833* NAD 83(1986) POSITION- 35 50 57.     (N) 093 20 23.     (W)   SCALED
 FG0833* NAVD 88 ORTHO HEIGHT -   630.134 (meters)     2067.36  (feet) ADJUSTED
 FG0833  ______________________________________________________________________
 FG0833  GEOID HEIGHT    -        -27.997 (meters)                     GEOID18
 FG0833  DYNAMIC HEIGHT  -        629.520 (meters)     2065.35  (feet) COMP
 FG0833  MODELED GRAVITY -    979,637.8   (mgal)                       NAVD 88
 FG0833
 FG0833  VERT ORDER      -  SECOND    CLASS 0
 FG0833
 FG0833.The horizontal coordinates were scaled from a map and have
 FG0833.an estimated accuracy of +/- 6 seconds.
 FG0833
 FG0833.The orthometric height was determined by differential leveling and
 FG0833.adjusted by the NATIONAL GEODETIC SURVEY
 FG0833.in June 1991.
 FG0833
 FG0833.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0833.GEOID18 height accuracy estimate available here.
 FG0833
 FG0833.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV693672(NAD 83)
 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
 FG0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0833.See file dsdata.pdf to determine how the superseded data were derived.
 FG0833
 FG0833_MARKER: DB = BENCH MARK DISK
 FG0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0833_STAMPING: A 19 1932 ELEV. 2067.086
 FG0833_MARK LOGO: CGS
 FG0833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0833+STABILITY: SURFACE MOTION
 FG0833_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG0833+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2016
 FG0833
 FG0833  HISTORY     - Date     Condition        Report By
 FG0833  HISTORY     - 1932     MONUMENTED       CGS
 FG0833  HISTORY     - 1935     GOOD             CGS
 FG0833  HISTORY     - 20160608 GOOD             ARHD
 FG0833
 FG0833                          STATION DESCRIPTION
 FG0833
 FG0833'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 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.
 FG0833
 FG0833                          STATION RECOVERY (2016)
 FG0833
 FG0833'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (BAB)
 FG0833'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GE0145 ***********************************************************************
 GE0145  DESIGNATION -  A 190
 GE0145  PID         -  GE0145
 GE0145  STATE/COUNTY-  AR/CLAY
 GE0145  COUNTRY     -  US
 GE0145  USGS QUAD   -  MCDOUGAL (2017)
 GE0145
 GE0145                         *CURRENT SURVEY CONTROL
 GE0145  ______________________________________________________________________
 GE0145* NAD 83(1986) POSITION- 36 26 02.     (N) 090 23 35.     (W)   SCALED
 GE0145* NAVD 88 ORTHO HEIGHT -    90.600 (meters)      297.24  (feet) ADJUSTED
 GE0145  ______________________________________________________________________
 GE0145  GEOID HEIGHT    -        -28.724 (meters)                     GEOID18
 GE0145  DYNAMIC HEIGHT  -         90.526 (meters)      297.00  (feet) COMP
 GE0145  MODELED GRAVITY -    979,818.7   (mgal)                       NAVD 88
 GE0145
 GE0145  VERT ORDER      -  FIRST     CLASS II
 GE0145
 GE0145.The horizontal coordinates were scaled from a map and have
 GE0145.an estimated accuracy of +/- 6 seconds.
 GE0145
 GE0145.The orthometric height was determined by differential leveling and
 GE0145.adjusted by the NATIONAL GEODETIC SURVEY
 GE0145.in June 1991.
 GE0145
 GE0145.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0145.GEOID18 height accuracy estimate available here.
 GE0145
 GE0145.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA336352(NAD 83)
 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
 GE0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0145.See file dsdata.pdf to determine how the superseded data were derived.
 GE0145
 GE0145_MARKER: DB = BENCH MARK DISK
 GE0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0145_STAMPING: A 190 1956
 GE0145_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1108 ***********************************************************************
 EJ1108  DESIGNATION -  A 192 X
 EJ1108  PID         -  EJ1108
 EJ1108  STATE/COUNTY-  AR/CLARK
 EJ1108  COUNTRY     -  US
 EJ1108  USGS QUAD   -  ARKADELPHIA (2017)
 EJ1108
 EJ1108                         *CURRENT SURVEY CONTROL
 EJ1108  ______________________________________________________________________
 EJ1108* NAD 83(1986) POSITION- 34 06 12.     (N) 093 03 50.     (W)   SCALED
 EJ1108* NAVD 88 ORTHO HEIGHT -    55.648 (meters)      182.57  (feet) ADJUSTED
 EJ1108  ______________________________________________________________________
 EJ1108  GEOID HEIGHT    -        -26.798 (meters)                     GEOID18
 EJ1108  DYNAMIC HEIGHT  -         55.592 (meters)      182.39  (feet) COMP
 EJ1108  MODELED GRAVITY -    979,638.1   (mgal)                       NAVD 88
 EJ1108
 EJ1108  VERT ORDER      -  FIRST     CLASS II
 EJ1108
 EJ1108.The horizontal coordinates were scaled from a map and have
 EJ1108.an estimated accuracy of +/- 6 seconds.
 EJ1108
 EJ1108.The orthometric height was determined by differential leveling and
 EJ1108.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1108.in June 1991.
 EJ1108
 EJ1108.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1108.GEOID18 height accuracy estimate available here.
 EJ1108
 EJ1108.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT941736(NAD 83)
 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
 EJ1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1108.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1108
 EJ1108_MARKER: DB = BENCH MARK DISK
 EJ1108_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EJ1108_STAMPING: A 192 X 1959
 EJ1108_MARK LOGO: CGS
 EJ1108_MAGNETIC: P = MARKER IS A STEEL PIPE
 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             CGS
 EJ1108  HISTORY     - 19980426 MARK NOT FOUND   USPSQD
 EJ1108
 EJ1108                          STATION DESCRIPTION
 EJ1108
 EJ1108'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DL0314 ***********************************************************************
 DL0314  DESIGNATION -  A 193 X
 DL0314  PID         -  DL0314
 DL0314  STATE/COUNTY-  AR/OUACHITA
 DL0314  COUNTRY     -  US
 DL0314  USGS QUAD   -  CAMDEN (2017)
 DL0314
 DL0314                         *CURRENT SURVEY CONTROL
 DL0314  ______________________________________________________________________
 DL0314* NAD 83(1986) POSITION- 33 35 04.     (N) 092 50 41.     (W)   SCALED
 DL0314* NAVD 88 ORTHO HEIGHT -    46.921 (meters)      153.94  (feet) ADJUSTED
 DL0314  ______________________________________________________________________
 DL0314  GEOID HEIGHT    -        -26.300 (meters)                     GEOID18
 DL0314  DYNAMIC HEIGHT  -         46.873 (meters)      153.78  (feet) COMP
 DL0314  MODELED GRAVITY -    979,604.2   (mgal)                       NAVD 88
 DL0314
 DL0314  VERT ORDER      -  FIRST     CLASS II
 DL0314
 DL0314.The horizontal coordinates were scaled from a map and have
 DL0314.an estimated accuracy of +/- 6 seconds.
 DL0314
 DL0314.The orthometric height was determined by differential leveling and
 DL0314.adjusted by the NATIONAL GEODETIC SURVEY
 DL0314.in June 1991.
 DL0314
 DL0314.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0314.GEOID18 height accuracy estimate available here.
 DL0314
 DL0314.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT144160(NAD 83)
 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
 DL0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0314.See file dsdata.pdf to determine how the superseded data were derived.
 DL0314
 DL0314_MARKER: DB = BENCH MARK DISK
 DL0314_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL0314_STAMPING: A 193 X 1959
 DL0314_MARK LOGO: CGS
 DL0314_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0314
 DL0314  HISTORY     - Date     Condition        Report By
 DL0314  HISTORY     - 1959     MONUMENTED       CGS
 DL0314  HISTORY     - 1960     GOOD             CGS
 DL0314  HISTORY     - 1964     GOOD             CGS
 DL0314  HISTORY     - 1984     POOR             LOCSUR
 DL0314  HISTORY     - 20090602 MARK NOT FOUND   ARHD
 DL0314
 DL0314                          STATION DESCRIPTION
 DL0314
 DL0314'DESCRIBED BY COAST AND 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 COAST AND 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.
 DL0314
 DL0314                          STATION RECOVERY (2009)
 DL0314
 DL0314'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2009 (ST)
 DL0314'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0345 ***********************************************************************
 GF0345  DESIGNATION -  A 194
 GF0345  PID         -  GF0345
 GF0345  STATE/COUNTY-  AR/BOONE
 GF0345  COUNTRY     -  US
 GF0345  USGS QUAD   -  HARRISON (2017)
 GF0345
 GF0345                         *CURRENT SURVEY CONTROL
 GF0345  ______________________________________________________________________
 GF0345* NAD 83(1986) POSITION- 36 14 39.60   (N) 093 06 54.53   (W)   HD_HELD1
 GF0345* NAVD 88 ORTHO HEIGHT -   337.378 (meters)     1106.88  (feet) ADJUSTED
 GF0345  ______________________________________________________________________
 GF0345  GEOID HEIGHT    -        -28.283 (meters)                     GEOID18
 GF0345  DYNAMIC HEIGHT  -        337.078 (meters)     1105.90  (feet) COMP
 GF0345  MODELED GRAVITY -    979,733.1   (mgal)                       NAVD 88
 GF0345
 GF0345  VERT ORDER      -  SECOND    CLASS 0
 GF0345
 GF0345.The horizontal coordinates were determined by differentially corrected
 GF0345.hand held GPS observations or other comparable positioning techniques
 GF0345.and have an estimated accuracy of +/- 3 meters.
 GF0345
 GF0345.The orthometric height was determined by differential leveling and
 GF0345.adjusted by the NATIONAL GEODETIC SURVEY
 GF0345.in June 1991.
 GF0345
 GF0345.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0345.GEOID18 height accuracy estimate available here.
 GF0345
 GF0345.Click photographs - Photos may exist for this station.
 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     -   212,584.2     299,767.2     MT  (+/- 3 meters HH1 GPS) 
 GF0345
 GF0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA8965411055(NAD 83)
 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
 GF0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0345.See file dsdata.pdf to determine how the superseded data were derived.
 GF0345
 GF0345_MARKER: DB = BENCH MARK DISK
 GF0345_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 GF0345_SP_SET: STORM DRAIN
 GF0345_STAMPING: A 194 1965
 GF0345_MARK LOGO: CGS
 GF0345_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0345_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0345+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2017
 GF0345
 GF0345  HISTORY     - Date     Condition        Report By
 GF0345  HISTORY     - 1965     MONUMENTED       CGS
 GF0345  HISTORY     - 20170606 GOOD             ARHD
 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.
 GF0345
 GF0345                          STATION RECOVERY (2017)
 GF0345
 GF0345'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2017 (WDA)
 GF0345'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0301 ***********************************************************************
 DL0301  DESIGNATION -  A 196
 DL0301  PID         -  DL0301
 DL0301  STATE/COUNTY-  AR/OUACHITA
 DL0301  COUNTRY     -  US
 DL0301  USGS QUAD   -  BRAGG CITY (2017)
 DL0301
 DL0301                         *CURRENT SURVEY CONTROL
 DL0301  ______________________________________________________________________
 DL0301* NAD 83(1986) POSITION- 33 40 48.     (N) 092 58 45.     (W)   SCALED
 DL0301* NAVD 88 ORTHO HEIGHT -    46.505 (meters)      152.58  (feet) ADJUSTED
 DL0301  ______________________________________________________________________
 DL0301  GEOID HEIGHT    -        -26.416 (meters)                     GEOID18
 DL0301  DYNAMIC HEIGHT  -         46.457 (meters)      152.42  (feet) COMP
 DL0301  MODELED GRAVITY -    979,605.6   (mgal)                       NAVD 88
 DL0301
 DL0301  VERT ORDER      -  FIRST     CLASS II
 DL0301
 DL0301.The horizontal coordinates were scaled from a map and have
 DL0301.an estimated accuracy of +/- 6 seconds.
 DL0301
 DL0301.The orthometric height was determined by differential leveling and
 DL0301.adjusted by the NATIONAL GEODETIC SURVEY
 DL0301.in June 1991.
 DL0301
 DL0301.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0301.GEOID18 height accuracy estimate available here.
 DL0301
 DL0301.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT019266(NAD 83)
 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
 DL0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0301.See file dsdata.pdf to determine how the superseded data were derived.
 DL0301
 DL0301_MARKER: DB = BENCH MARK DISK
 DL0301_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0301_STAMPING: A 196 1960
 DL0301_MARK LOGO: CGS
 DL0301_MAGNETIC: P = MARKER IS A STEEL PIPE
 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 = MARCH 20, 2026 22:17:28 EDT
 DL0325 ***********************************************************************
 DL0325  DESIGNATION -  A 197
 DL0325  PID         -  DL0325
 DL0325  STATE/COUNTY-  AR/OUACHITA
 DL0325  COUNTRY     -  US
 DL0325  USGS QUAD   -  CAMDEN (2017)
 DL0325
 DL0325                         *CURRENT SURVEY CONTROL
 DL0325  ______________________________________________________________________
 DL0325* NAD 83(1986) POSITION- 33 33 36.     (N) 092 49 05.     (W)   SCALED
 DL0325* NAVD 88 ORTHO HEIGHT -    33.964 (meters)      111.43  (feet) ADJUSTED
 DL0325  ______________________________________________________________________
 DL0325  GEOID HEIGHT    -        -26.283 (meters)                     GEOID18
 DL0325  DYNAMIC HEIGHT  -         33.929 (meters)      111.32  (feet) COMP
 DL0325  MODELED GRAVITY -    979,602.6   (mgal)                       NAVD 88
 DL0325
 DL0325  VERT ORDER      -  FIRST     CLASS II
 DL0325
 DL0325.The horizontal coordinates were scaled from a map and have
 DL0325.an estimated accuracy of +/- 6 seconds.
 DL0325
 DL0325.The orthometric height was determined by differential leveling and
 DL0325.adjusted by the NATIONAL GEODETIC SURVEY
 DL0325.in June 1991.
 DL0325
 DL0325.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0325.GEOID18 height accuracy estimate available here.
 DL0325
 DL0325.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT168133(NAD 83)
 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
 DL0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0325.See file dsdata.pdf to determine how the superseded data were derived.
 DL0325
 DL0325_MARKER: DB = BENCH MARK DISK
 DL0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0325_STAMPING: A 197 1960
 DL0325_MARK LOGO: CGS
 DL0325_PROJECTION: FLUSH
 DL0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0325+STABILITY: SURFACE MOTION
 DL0325_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL0325+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2013
 DL0325
 DL0325  HISTORY     - Date     Condition        Report By
 DL0325  HISTORY     - 1960     MONUMENTED       CGS
 DL0325  HISTORY     - 1964     GOOD             CGS
 DL0325  HISTORY     - 20090610 GOOD             ARHD
 DL0325  HISTORY     - 20110921 GOOD             ARHD
 DL0325  HISTORY     - 20130708 GOOD             ARHD
 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 COAST AND GEODETIC SURVEY 1964
 DL0325'RECOVERED IN GOOD CONDITION.
 DL0325
 DL0325                          STATION RECOVERY (2009)
 DL0325
 DL0325'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2009 (DA)
 DL0325'RECOVERED IN GOOD CONDITION.
 DL0325
 DL0325                          STATION RECOVERY (2011)
 DL0325
 DL0325'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (AMC)
 DL0325'RECOVERED IN GOOD CONDITION.
 DL0325
 DL0325                          STATION RECOVERY (2013)
 DL0325
 DL0325'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (JDH)
 DL0325'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0208 ***********************************************************************
 DL0208  DESIGNATION -  A 198
 DL0208  PID         -  DL0208
 DL0208  STATE/COUNTY-  AR/OUACHITA
 DL0208  COUNTRY     -  US
 DL0208  USGS QUAD   -  SNOW HILL (2017)
 DL0208
 DL0208                         *CURRENT SURVEY CONTROL
 DL0208  ______________________________________________________________________
 DL0208* NAD 83(1986) POSITION- 33 23 33.21   (N) 092 40 10.99   (W)   HD_HELD1
 DL0208* NAVD 88 ORTHO HEIGHT -    50.825 (meters)      166.75  (feet) ADJUSTED
 DL0208  ______________________________________________________________________
 DL0208  GEOID HEIGHT    -        -26.266 (meters)                     GEOID18
 DL0208  DYNAMIC HEIGHT  -         50.771 (meters)      166.57  (feet) COMP
 DL0208  MODELED GRAVITY -    979,589.5   (mgal)                       NAVD 88
 DL0208
 DL0208  VERT ORDER      -  FIRST     CLASS II
 DL0208
 DL0208.The horizontal coordinates were determined by differentially corrected
 DL0208.hand held GPS observations or other comparable positioning techniques
 DL0208.and have an estimated accuracy of +/- 3 meters.
 DL0208
 DL0208.The orthometric height was determined by differential leveling and
 DL0208.adjusted by the NATIONAL GEODETIC SURVEY
 DL0208.in June 1991.
 DL0208
 DL0208.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0208.GEOID18 height accuracy estimate available here.
 DL0208
 DL0208.Click photographs - Photos may exist for this station.
 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     -   480,715.1     337,692.8     MT  (+/- 3 meters HH1 GPS) 
 DL0208
 DL0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS3071694856(NAD 83)
 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
 DL0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0208.See file dsdata.pdf to determine how the superseded data were derived.
 DL0208
 DL0208_MARKER: DB = BENCH MARK DISK
 DL0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0208_STAMPING: A 198 1960
 DL0208_MARK LOGO: CGS
 DL0208_PROJECTION: PROJECTING 8 CENTIMETERS
 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             CGS
 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 COAST AND GEODETIC SURVEY 1964
 DL0208'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0796 ***********************************************************************
 DL0796  DESIGNATION -  A 199
 DL0796  PID         -  DL0796
 DL0796  STATE/COUNTY-  AR/LAFAYETTE
 DL0796  COUNTRY     -  US
 DL0796  USGS QUAD   -  BRADLEY (2017)
 DL0796
 DL0796                         *CURRENT SURVEY CONTROL
 DL0796  ______________________________________________________________________
 DL0796* NAD 83(1986) POSITION- 33 02 04.     (N) 093 40 13.     (W)   SCALED
 DL0796* NAVD 88 ORTHO HEIGHT -    75.387 (meters)      247.33  (feet) ADJUSTED
 DL0796  ______________________________________________________________________
 DL0796  GEOID HEIGHT    -        -26.395 (meters)                     GEOID18
 DL0796  DYNAMIC HEIGHT  -         75.304 (meters)      247.06  (feet) COMP
 DL0796  MODELED GRAVITY -    979,545.4   (mgal)                       NAVD 88
 DL0796
 DL0796  VERT ORDER      -  FIRST     CLASS II
 DL0796
 DL0796.The horizontal coordinates were scaled from a map and have
 DL0796.an estimated accuracy of +/- 6 seconds.
 DL0796
 DL0796.The orthometric height was determined by differential leveling and
 DL0796.adjusted by the NATIONAL GEODETIC SURVEY
 DL0796.in June 1991.
 DL0796
 DL0796.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0796.GEOID18 height accuracy estimate available here.
 DL0796
 DL0796.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS374553(NAD 83)
 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
 DL0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0796.See file dsdata.pdf to determine how the superseded data were derived.
 DL0796
 DL0796_MARKER: DB = BENCH MARK DISK
 DL0796_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL0796_STAMPING: A 199 1960
 DL0796_MARK LOGO: CGS
 DL0796_MAGNETIC: I = MARKER IS A STEEL ROD
 DL0796_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0796_ROD/PIPE-DEPTH: 7.3 meters
 DL0796
 DL0796  HISTORY     - Date     Condition        Report By
 DL0796  HISTORY     - 1960     MONUMENTED       CGS
 DL0796  HISTORY     - 1963     GOOD             CGS
 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 COAST AND GEODETIC SURVEY 1963
 DL0796'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GE0476 ***********************************************************************
 GE0476  DESIGNATION -  A 2
 GE0476  PID         -  GE0476
 GE0476  STATE/COUNTY-  AR/LAWRENCE
 GE0476  COUNTRY     -  US
 GE0476  USGS QUAD   -  IMBODEN (2017)
 GE0476
 GE0476                         *CURRENT SURVEY CONTROL
 GE0476  ______________________________________________________________________
 GE0476* NAD 83(1986) POSITION- 36 13 56.8    (N) 091 14 49.8    (W)   HD_HELD2
 GE0476* NAVD 88 ORTHO HEIGHT -    91.432 (meters)      299.97  (feet) ADJUSTED
 GE0476  ______________________________________________________________________
 GE0476  GEOID HEIGHT    -        -28.328 (meters)                     GEOID18
 GE0476  DYNAMIC HEIGHT  -         91.356 (meters)      299.72  (feet) COMP
 GE0476  MODELED GRAVITY -    979,803.2   (mgal)                       NAVD 88
 GE0476
 GE0476  VERT ORDER      -  FIRST     CLASS II
 GE0476
 GE0476.The horizontal coordinates were established by autonomous hand held GPS
 GE0476.observations and have an estimated accuracy of +/- 10 meters.
 GE0476
 GE0476.The orthometric height was determined by differential leveling and
 GE0476.adjusted by the NATIONAL GEODETIC SURVEY
 GE0476.in June 1991.
 GE0476
 GE0476.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0476.GEOID18 height accuracy estimate available here.
 GE0476
 GE0476.Click photographs - Photos may exist for this station.
 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     -   210,956.      467,678.      MT  (+/- 10 meters HH2 GPS)
 GE0476
 GE0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA5752111154(NAD 83)
 GE0476
 GE0476                          SUPERSEDED SURVEY CONTROL
 GE0476
 GE0476  NGVD 29 (10/05/93)   91.332  (m)          299.65   (f) ADJUSTED    1 2
 GE0476  NGVD 29 (??/??/92)   91.333  (m)          299.65   (f) SUPERSEDED  1 2
 GE0476
 GE0476.Superseded values are not recommended for survey control.
 GE0476
 GE0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0476.See file dsdata.pdf to determine how the superseded data were derived.
 GE0476
 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 - May 05, 2015
 GE0476
 GE0476  HISTORY     - Date     Condition        Report By
 GE0476  HISTORY     - 1928     MONUMENTED       CGS
 GE0476  HISTORY     - 1944     GOOD             CGS
 GE0476  HISTORY     - 19920323 GOOD             NGS
 GE0476  HISTORY     - 20021026 GOOD             USACE
 GE0476  HISTORY     - 20150505 GOOD             ARHD
 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 COAST AND 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.
 GE0476
 GE0476                          STATION RECOVERY (2015)
 GE0476
 GE0476'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 GE0476'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 AE2988 ***********************************************************************
 AE2988  CBN         -  This is a Cooperative Base Network Control Station.
 AE2988  DESIGNATION -  A 2
 AE2988  PID         -  AE2988
 AE2988  STATE/COUNTY-  AR/PULASKI
 AE2988  COUNTRY     -  US
 AE2988  USGS QUAD   -  OLMSTEAD (2017)
 AE2988
 AE2988                         *CURRENT SURVEY CONTROL
 AE2988  ______________________________________________________________________
 AE2988* NAD 83(2011) POSITION- 34 53 47.22702(N) 092 08 28.43386(W)   ADJUSTED
 AE2988* NAD 83(2011) ELLIP HT-    89.602 (meters)        (06/27/12)   ADJUSTED
 AE2988* NAD 83(2011) EPOCH   -  2010.00
 AE2988* NAVD 88 ORTHO HEIGHT -   116.7   (meters)      383.    (feet) GPS OBS
 AE2988  ______________________________________________________________________
 AE2988  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AE2988  GEOID HEIGHT    -        -26.959 (meters)                     GEOID96
 AE2988  GEOID HEIGHT    -        -27.055 (meters)                     GEOID18
 AE2988  NAD 83(2011) X  -   -195,672.232 (meters)                     COMP
 AE2988  NAD 83(2011) Y  - -5,233,424.118 (meters)                     COMP
 AE2988  NAD 83(2011) Z  -  3,628,502.145 (meters)                     COMP
 AE2988  LAPLACE CORR    -          0.85  (seconds)                    DEFLEC18
 AE2988
 AE2988  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AE2988  Standards:
 AE2988         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AE2988            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AE2988  -------------------------------------------------------------------
 AE2988  NETWORK    0.64   1.61           0.30   0.21   0.82      0.06154034
 AE2988  -------------------------------------------------------------------
 AE2988  Click here for local accuracies and other accuracy information.
 AE2988
 AE2988.The horizontal coordinates were established by GPS observations
 AE2988.and adjusted by the National Geodetic Survey in June 2012.
 AE2988
 AE2988.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AE2988.been affixed to the stable North American tectonic plate. See 
 AE2988.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AE2988
 AE2988.The horizontal coordinates are valid at the epoch date displayed above
 AE2988.which is a decimal equivalence of Year/Month/Day.
 AE2988
 AE2988.The orthometric height was determined by GPS observations and a
 AE2988.high-resolution geoid model.
 AE2988
 AE2988.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE2988.GEOID18 height accuracy estimate available here.
 AE2988
 AE2988.Click photographs - Photos may exist for this station.
 AE2988
 AE2988.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2988
 AE2988.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE2988
 AE2988.The ellipsoidal height was determined by GPS observations
 AE2988.and is referenced to NAD 83.
 AE2988
 AE2988. The following values were computed from the NAD 83(2011) position.
 AE2988
 AE2988;                    North         East     Units Scale Factor Converg.
 AE2988;SPC AR S     -   647,331.066   387,090.600   MT  1.00003152   -0 04 44.6
 AE2988;SPC AR S     - 2,123,785.34  1,269,979.74   sFT  1.00003152   -0 04 44.6
 AE2988;UTM  15      - 3,861,896.496   578,463.650   MT  0.99967588   +0 29 28.8
 AE2988
 AE2988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2988!SPC AR S     -   0.99998594  x   1.00003152  =   1.00001746
 AE2988!UTM  15      -   0.99998594  x   0.99967588  =   0.99966182
 AE2988
 AE2988_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7846361896(NAD 83)
 AE2988
 AE2988                          SUPERSEDED SURVEY CONTROL
 AE2988
 AE2988  NAD 83(2007)-  34 53 47.22700(N)    092 08 28.43481(W) AD(2002.00) 0
 AE2988  ELLIP H (02/10/07)   89.621  (m)                       GP(2002.00)    
 AE2988  ELLIP H (09/21/01)   89.631  (m)                       GP(       ) 4 2
 AE2988  NAD 83(1997)-  34 53 47.22690(N)    092 08 28.43503(W) AD(       ) B
 AE2988  ELLIP H (09/19/97)   89.619  (m)                       GP(       ) 4 1
 AE2988
 AE2988.Superseded values are not recommended for survey control.
 AE2988
 AE2988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2988.See file dsdata.pdf to determine how the superseded data were derived.
 AE2988
 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 = MARCH 20, 2026 22:17:28 EDT
 DL0734 ***********************************************************************
 DL0734  DESIGNATION -  A 20 2 BOLT
 DL0734  PID         -  DL0734
 DL0734  STATE/COUNTY-  AR/LAFAYETTE
 DL0734  COUNTRY     -  US
 DL0734  USGS QUAD   -  DODDRIDGE SE (2017)
 DL0734
 DL0734                         *CURRENT SURVEY CONTROL
 DL0734  ______________________________________________________________________
 DL0734* NAD 83(1986) POSITION- 33 06 58.     (N) 093 48 13.     (W)   SCALED
 DL0734* NAVD 88 ORTHO HEIGHT -    63.292 (meters)      207.65  (feet) ADJUSTED
 DL0734  ______________________________________________________________________
 DL0734  GEOID HEIGHT    -        -26.564 (meters)                     GEOID18
 DL0734  DYNAMIC HEIGHT  -         63.222 (meters)      207.42  (feet) COMP
 DL0734  MODELED GRAVITY -    979,547.3   (mgal)                       NAVD 88
 DL0734
 DL0734  VERT ORDER      -  FIRST     CLASS II
 DL0734
 DL0734.The horizontal coordinates were scaled from a map and have
 DL0734.an estimated accuracy of +/- 6 seconds.
 DL0734
 DL0734.The orthometric height was determined by differential leveling and
 DL0734.adjusted by the NATIONAL GEODETIC SURVEY
 DL0734.in June 1991.
 DL0734
 DL0734.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0734.GEOID18 height accuracy estimate available here.
 DL0734
 DL0734.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS250644(NAD 83)
 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
 DL0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0734.See file dsdata.pdf to determine how the superseded data were derived.
 DL0734
 DL0734_MARKER: B = BOLT
 DL0734_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL0734_SP_SET: UNDERGROUND STONE
 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       USACE
 DL0734  HISTORY     - 1960     GOOD             CGS
 DL0734  HISTORY     - 1963     GOOD             CGS
 DL0734
 DL0734                          STATION DESCRIPTION
 DL0734
 DL0734'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1963
 DL0734'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0735 ***********************************************************************
 DL0735  DESIGNATION -  A 20 2 CAP
 DL0735  PID         -  DL0735
 DL0735  STATE/COUNTY-  AR/LAFAYETTE
 DL0735  COUNTRY     -  US
 DL0735  USGS QUAD   -  DODDRIDGE SE (2017)
 DL0735
 DL0735                         *CURRENT SURVEY CONTROL
 DL0735  ______________________________________________________________________
 DL0735* NAD 83(1986) POSITION- 33 06 58.     (N) 093 48 13.     (W)   SCALED
 DL0735* NAVD 88 ORTHO HEIGHT -    64.533 (meters)      211.72  (feet) ADJUSTED
 DL0735  ______________________________________________________________________
 DL0735  GEOID HEIGHT    -        -26.564 (meters)                     GEOID18
 DL0735  DYNAMIC HEIGHT  -         64.463 (meters)      211.49  (feet) COMP
 DL0735  MODELED GRAVITY -    979,547.3   (mgal)                       NAVD 88
 DL0735
 DL0735  VERT ORDER      -  FIRST     CLASS II
 DL0735
 DL0735.The horizontal coordinates were scaled from a map and have
 DL0735.an estimated accuracy of +/- 6 seconds.
 DL0735
 DL0735.The orthometric height was determined by differential leveling and
 DL0735.adjusted by the NATIONAL GEODETIC SURVEY
 DL0735.in June 1991.
 DL0735
 DL0735.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0735.GEOID18 height accuracy estimate available here.
 DL0735
 DL0735.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS250644(NAD 83)
 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
 DL0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0735.See file dsdata.pdf to determine how the superseded data were derived.
 DL0735
 DL0735_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DL0735_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0735_STAMPING: A 20-2 1938
 DL0735_MARK LOGO: USACE
 DL0735_MAGNETIC: P = MARKER IS A STEEL PIPE
 DL0735_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0735
 DL0735  HISTORY     - Date     Condition        Report By
 DL0735  HISTORY     - 1938     MONUMENTED       USACE
 DL0735  HISTORY     - 1963     GOOD             CGS
 DL0735
 DL0735                          STATION DESCRIPTION
 DL0735
 DL0735'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DL0744 ***********************************************************************
 DL0744  DESIGNATION -  A 20 5 BOLT
 DL0744  PID         -  DL0744
 DL0744  STATE/COUNTY-  AR/LAFAYETTE
 DL0744  COUNTRY     -  US
 DL0744  USGS QUAD   -  DODDRIDGE SE (2017)
 DL0744
 DL0744                         *CURRENT SURVEY CONTROL
 DL0744  ______________________________________________________________________
 DL0744* NAD 83(1986) POSITION- 33 03 46.     (N) 093 49 01.     (W)   SCALED
 DL0744* NAVD 88 ORTHO HEIGHT -    61.23  (+/-2cm)      200.9   (feet) VERTCON3
 DL0744  ______________________________________________________________________
 DL0744  GEOID HEIGHT    -        -26.517 (meters)                     GEOID18
 DL0744  VERT ORDER      -  ? (See Below)
 DL0744
 DL0744.The horizontal coordinates were scaled from a 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
 DL0744.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0744.GEOID18 height accuracy estimate available here.
 DL0744
 DL0744.The vertical order pertains to the NGVD 29 superseded value.
 DL0744
 DL0744.Click photographs - Photos may exist for this station.
 DL0744
 DL0744;                    North         East    Units  Estimated Accuracy
 DL0744;SPC AR S     -   445,440.      230,320.      MT  (+/- 180 meters Scaled)
 DL0744
 DL0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS237585(NAD 83)
 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
 DL0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0744.See file dsdata.pdf to determine how the superseded data were derived.
 DL0744
 DL0744_MARKER: B = BOLT
 DL0744_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL0744_SP_SET: UNDERGROUND STONE
 DL0744_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0744
 DL0744  HISTORY     - Date     Condition        Report By
 DL0744  HISTORY     - UNK      MONUMENTED       USACE
 DL0744  HISTORY     - 1935     GOOD             CGS
 DL0744
 DL0744                          STATION DESCRIPTION
 DL0744
 DL0744'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FH0114 ***********************************************************************
 FH0114  DESIGNATION -  A 20 RESET
 FH0114  PID         -  FH0114
 FH0114  STATE/COUNTY-  AR/SEBASTIAN
 FH0114  COUNTRY     -  US
 FH0114  USGS QUAD   -  FORT SMITH (2017)
 FH0114
 FH0114                         *CURRENT SURVEY CONTROL
 FH0114  ______________________________________________________________________
 FH0114* NAD 83(1986) POSITION- 35 23 11.4    (N) 094 25 37.8    (W)   HD_HELD2
 FH0114* NAVD 88 ORTHO HEIGHT -   137.868 (meters)      452.32  (feet) ADJUSTED
 FH0114  ______________________________________________________________________
 FH0114  GEOID HEIGHT    -        -30.121 (meters)                     GEOID18
 FH0114  DYNAMIC HEIGHT  -        137.738 (meters)      451.90  (feet) COMP
 FH0114  MODELED GRAVITY -    979,693.0   (mgal)                       NAVD 88
 FH0114
 FH0114  VERT ORDER      -  FIRST     CLASS II
 FH0114
 FH0114.The horizontal coordinates were established by autonomous hand held GPS
 FH0114.observations and have an estimated accuracy of +/- 10 meters.
 FH0114
 FH0114.The orthometric height was determined by differential leveling and
 FH0114.adjusted by the NATIONAL GEODETIC SURVEY
 FH0114.in June 1991.
 FH0114
 FH0114.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0114.GEOID18 height accuracy estimate available here.
 FH0114
 FH0114.Click photographs - Photos may exist for this station.
 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     -   119,557.      179,510.      MT  (+/- 10 meters HH2 GPS)
 FH0114
 FH0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV7037916840(NAD 83)
 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
 FH0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0114.See file dsdata.pdf to determine how the superseded data were derived.
 FH0114
 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             CGS
 FH0114  HISTORY     - 1984     GOOD             NGS
 FH0114  HISTORY     - 1989     GOOD             USPSQD
 FH0114  HISTORY     - 19891101 GOOD             NGS
 FH0114
 FH0114                          STATION DESCRIPTION
 FH0114
 FH0114'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DL0140 ***********************************************************************
 DL0140  DESIGNATION -  A 200
 DL0140  PID         -  DL0140
 DL0140  STATE/COUNTY-  AR/UNION
 DL0140  COUNTRY     -  US
 DL0140  USGS QUAD   -  HUTTIG (2017)
 DL0140
 DL0140                         *CURRENT SURVEY CONTROL
 DL0140  ______________________________________________________________________
 DL0140* NAD 83(1986) POSITION- 33 03 52.     (N) 092 10 13.     (W)   SCALED
 DL0140* NAVD 88 ORTHO HEIGHT -    24.972 (meters)       81.93  (feet) ADJUSTED
 DL0140  ______________________________________________________________________
 DL0140  GEOID HEIGHT    -        -26.087 (meters)                     GEOID18
 DL0140  DYNAMIC HEIGHT  -         24.945 (meters)       81.84  (feet) COMP
 DL0140  MODELED GRAVITY -    979,559.0   (mgal)                       NAVD 88
 DL0140
 DL0140  VERT ORDER      -  FIRST     CLASS II
 DL0140
 DL0140.The horizontal coordinates were scaled from a map and have
 DL0140.an estimated accuracy of +/- 6 seconds.
 DL0140
 DL0140.The orthometric height was determined by differential leveling and
 DL0140.adjusted by the NATIONAL GEODETIC SURVEY
 DL0140.in June 1991.
 DL0140
 DL0140.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0140.GEOID18 height accuracy estimate available here.
 DL0140
 DL0140.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS774587(NAD 83)
 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
 DL0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0140.See file dsdata.pdf to determine how the superseded data were derived.
 DL0140
 DL0140_MARKER: DB = BENCH MARK DISK
 DL0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0140_STAMPING: A 200 1960
 DL0140_MARK LOGO: CGS
 DL0140_PROJECTION: PROJECTING 18 CENTIMETERS
 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             CGS
 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 COAST AND GEODETIC SURVEY 1964
 DL0140'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0240 ***********************************************************************
 DL0240  DESIGNATION -  A 201
 DL0240  PID         -  DL0240
 DL0240  STATE/COUNTY-  AR/UNION
 DL0240  COUNTRY     -  US
 DL0240  USGS QUAD   -  CALION (2017)
 DL0240
 DL0240                         *CURRENT SURVEY CONTROL
 DL0240  ______________________________________________________________________
 DL0240* NAD 83(1986) POSITION- 33 19 31.0    (N) 092 31 37.2    (W)   HD_HELD2
 DL0240* NAVD 88 ORTHO HEIGHT -    31.618 (meters)      103.73  (feet) ADJUSTED
 DL0240  ______________________________________________________________________
 DL0240  GEOID HEIGHT    -        -26.283 (meters)                     GEOID18
 DL0240  DYNAMIC HEIGHT  -         31.584 (meters)      103.62  (feet) COMP
 DL0240  MODELED GRAVITY -    979,577.8   (mgal)                       NAVD 88
 DL0240
 DL0240  VERT ORDER      -  FIRST     CLASS II
 DL0240
 DL0240.The horizontal coordinates were established by autonomous hand held GPS
 DL0240.observations and have an estimated accuracy of +/- 10 meters.
 DL0240
 DL0240.The orthometric height was determined by differential leveling and
 DL0240.adjusted by the NATIONAL GEODETIC SURVEY
 DL0240.in September 2023.
 DL0240
 DL0240.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0240.GEOID18 height accuracy estimate available here.
 DL0240
 DL0240.Click photographs - Photos may exist for this station.
 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     -   473,175.      350,932.      MT  (+/- 10 meters HH2 GPS)
 DL0240
 DL0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS4402387448(NAD 83)
 DL0240
 DL0240                          SUPERSEDED SURVEY CONTROL
 DL0240
 DL0240  NAVD 88 (06/15/91)   31.618  (m)          103.73   (f) SUPERSEDED  1 2
 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
 DL0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0240.See file dsdata.pdf to determine how the superseded data were derived.
 DL0240
 DL0240_MARKER: DB = BENCH MARK DISK
 DL0240_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL0240_SP_SET: RETAINING WALL
 DL0240_STAMPING: A 201 1960
 DL0240_MARK LOGO: CGS
 DL0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0240+STABILITY: SURFACE MOTION
 DL0240_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL0240+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2022
 DL0240
 DL0240  HISTORY     - Date     Condition        Report By
 DL0240  HISTORY     - 1960     MONUMENTED       CGS
 DL0240  HISTORY     - 1964     GOOD             CGS
 DL0240  HISTORY     - 20090225 GOOD             ARHD
 DL0240  HISTORY     - 20220924 GOOD             ARHD
 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 COAST AND GEODETIC SURVEY 1964
 DL0240'RECOVERED IN GOOD CONDITION.
 DL0240
 DL0240                          STATION RECOVERY (2009)
 DL0240
 DL0240'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2009 (VJB)
 DL0240'RECOVERED IN GOOD CONDITION.
 DL0240
 DL0240                          STATION RECOVERY (2022)
 DL0240
 DL0240'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2022 (JDH)
 DL0240'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0533 ***********************************************************************
 DL0533  DESIGNATION -  A 202
 DL0533  PID         -  DL0533
 DL0533  STATE/COUNTY-  AR/COLUMBIA
 DL0533  COUNTRY     -  US
 DL0533  USGS QUAD   -  MAGNOLIA (2017)
 DL0533
 DL0533                         *CURRENT SURVEY CONTROL
 DL0533  ______________________________________________________________________
 DL0533* NAD 83(1986) POSITION- 33 20 53.     (N) 093 12 03.     (W)   SCALED
 DL0533* NAVD 88 ORTHO HEIGHT -   107.523 (meters)      352.77  (feet) ADJUSTED
 DL0533  ______________________________________________________________________
 DL0533  GEOID HEIGHT    -        -26.463 (meters)                     GEOID18
 DL0533  DYNAMIC HEIGHT  -        107.409 (meters)      352.39  (feet) COMP
 DL0533  MODELED GRAVITY -    979,569.2   (mgal)                       NAVD 88
 DL0533
 DL0533  VERT ORDER      -  FIRST     CLASS II
 DL0533
 DL0533.The horizontal coordinates were scaled from a map and have
 DL0533.an estimated accuracy of +/- 6 seconds.
 DL0533
 DL0533.The orthometric height was determined by differential leveling and
 DL0533.adjusted by the NATIONAL GEODETIC SURVEY
 DL0533.in June 1991.
 DL0533
 DL0533.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0533.GEOID18 height accuracy estimate available here.
 DL0533
 DL0533.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS813898(NAD 83)
 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
 DL0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0533.See file dsdata.pdf to determine how the superseded data were derived.
 DL0533
 DL0533_MARKER: DB = BENCH MARK DISK
 DL0533_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL0533_SP_SET: OVERPASS
 DL0533_STAMPING: A 202 1960
 DL0533_MARK LOGO: CGS
 DL0533_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0533_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL0533+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2024
 DL0533
 DL0533  HISTORY     - Date     Condition        Report By
 DL0533  HISTORY     - 1960     MONUMENTED       CGS
 DL0533  HISTORY     - 20110921 GOOD             ARHD
 DL0533  HISTORY     - 20240806 GOOD             ARHD
 DL0533
 DL0533                          STATION DESCRIPTION
 DL0533
 DL0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0533'ABOUT 0.55 MILE EAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM THE
 DL0533'STATION AT MCNEIL, IN SECTION 18, T16S, R20W, 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.
 DL0533
 DL0533                          STATION RECOVERY (2011)
 DL0533
 DL0533'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (AMC)
 DL0533'RECOVERED IN GOOD CONDITION.
 DL0533
 DL0533                          STATION RECOVERY (2024)
 DL0533
 DL0533'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (SCW)
 DL0533'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0760 ***********************************************************************
 DL0760  DESIGNATION -  A 203
 DL0760  PID         -  DL0760
 DL0760  STATE/COUNTY-  AR/LAFAYETTE
 DL0760  COUNTRY     -  US
 DL0760  USGS QUAD   -  LEWISVILLE (2017)
 DL0760
 DL0760                         *CURRENT SURVEY CONTROL
 DL0760  ______________________________________________________________________
 DL0760* NAD 83(1986) POSITION- 33 21 56.     (N) 093 34 02.     (W)   SCALED
 DL0760* NAVD 88 ORTHO HEIGHT -   102.243 (meters)      335.44  (feet) ADJUSTED
 DL0760  ______________________________________________________________________
 DL0760  GEOID HEIGHT    -        -26.722 (meters)                     GEOID18
 DL0760  DYNAMIC HEIGHT  -        102.134 (meters)      335.08  (feet) COMP
 DL0760  MODELED GRAVITY -    979,568.4   (mgal)                       NAVD 88
 DL0760
 DL0760  VERT ORDER      -  FIRST     CLASS II
 DL0760
 DL0760.The horizontal coordinates were scaled from a map and have
 DL0760.an estimated accuracy of +/- 6 seconds.
 DL0760
 DL0760.The orthometric height was determined by differential leveling and
 DL0760.adjusted by the NATIONAL GEODETIC SURVEY
 DL0760.in June 1991.
 DL0760
 DL0760.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0760.GEOID18 height accuracy estimate available here.
 DL0760
 DL0760.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS472919(NAD 83)
 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
 DL0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0760.See file dsdata.pdf to determine how the superseded data were derived.
 DL0760
 DL0760_MARKER: DB = BENCH MARK DISK
 DL0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0760_STAMPING: A 203 1960
 DL0760_MARK LOGO: CGS
 DL0760_PROJECTION: PROJECTING 13 CENTIMETERS
 DL0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0760+STABILITY: SURFACE MOTION
 DL0760_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL0760+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2011
 DL0760
 DL0760  HISTORY     - Date     Condition        Report By
 DL0760  HISTORY     - 1960     MONUMENTED       CGS
 DL0760  HISTORY     - 1963     GOOD             CGS
 DL0760  HISTORY     - 20070808 GOOD             ARHD
 DL0760  HISTORY     - 20110921 GOOD             ARHD
 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 COAST AND GEODETIC SURVEY 1963
 DL0760'RECOVERED IN GOOD CONDITION.
 DL0760
 DL0760                          STATION RECOVERY (2007)
 DL0760
 DL0760'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2007 (WDA)
 DL0760'TO REACH THE STATION MARK FROM THE
 DL0760'JUNCTION OF STATE HIGHWAY 29 AND STATE
 DL0760'HIGHWAY 82, IN LEWISVILLE, GO NORTH ON
 DL0760'HIGHWAY 29 FOR 0.35 MILES TO 6TH STREET
 DL0760'AND TURN RIGHT AND GO 0.20 MILES TO AIRPORT
 DL0760'ROAD AND TURN LEFT AND GO 0.10 MILES TO A FORK
 DL0760'IN THE ROAD , TAKE THE RIGHT FORK UP HILL
 DL0760'AND GO 0.10 MILES TO A HOUSE ON THE RIGHT
 DL0760'AND A GRASS RUNWAY ON THE LEFT AND THE END
 DL0760'OF TRUCK TRAVEL.  GO EAST ALONG THE GRASS
 DL0760'RUNWAY FOR 0.25 MILES TO THE STATION MARK
 DL0760'ON THE RIGHT, WNW 14.5 FEET OF A BLAZED
 DL0760'12 INCH PINE TREE, SOUTHWEST 7.1 FEET OF A BLAZED
 DL0760'8 INCH PINE TREE AND NORTH EAST 188 FEET OF A WIND SOCK POLE.
 DL0760
 DL0760                          STATION RECOVERY (2011)
 DL0760
 DL0760'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (KWS)
 DL0760'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0338 ***********************************************************************
 DL0338  DESIGNATION -  A 204
 DL0338  PID         -  DL0338
 DL0338  STATE/COUNTY-  AR/OUACHITA
 DL0338  COUNTRY     -  US
 DL0338  USGS QUAD   -  CAMDEN SW (2017)
 DL0338
 DL0338                         *CURRENT SURVEY CONTROL
 DL0338  ______________________________________________________________________
 DL0338* NAD 83(1986) POSITION- 33 31 30.     (N) 092 53 38.     (W)   SCALED
 DL0338* NAVD 88 ORTHO HEIGHT -    44.662 (meters)      146.53  (feet) ADJUSTED
 DL0338  ______________________________________________________________________
 DL0338  GEOID HEIGHT    -        -26.316 (meters)                     GEOID18
 DL0338  DYNAMIC HEIGHT  -         44.615 (meters)      146.37  (feet) COMP
 DL0338  MODELED GRAVITY -    979,593.4   (mgal)                       NAVD 88
 DL0338
 DL0338  VERT ORDER      -  FIRST     CLASS II
 DL0338
 DL0338.The horizontal coordinates were scaled from a map and have
 DL0338.an estimated accuracy of +/- 6 seconds.
 DL0338
 DL0338.The orthometric height was determined by differential leveling and
 DL0338.adjusted by the NATIONAL GEODETIC SURVEY
 DL0338.in June 1991.
 DL0338
 DL0338.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0338.GEOID18 height accuracy estimate available here.
 DL0338
 DL0338.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT098094(NAD 83)
 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
 DL0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0338.See file dsdata.pdf to determine how the superseded data were derived.
 DL0338
 DL0338_MARKER: DB = BENCH MARK DISK
 DL0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0338_STAMPING: A 204 1960
 DL0338_MARK LOGO: CGS
 DL0338_PROJECTION: PROJECTING 15 CENTIMETERS
 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             CGS
 DL0338  HISTORY     - 20040804 MARK NOT FOUND   ARHD
 DL0338  HISTORY     - 20090610 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 COAST AND GEODETIC SURVEY 1964
 DL0338'RECOVERED IN GOOD CONDITION.
 DL0338
 DL0338                          STATION RECOVERY (2004)
 DL0338
 DL0338'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2004 (WDA)
 DL0338'MARK NOT FOUND.
 DL0338
 DL0338                          STATION RECOVERY (2009)
 DL0338
 DL0338'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2009 (ST)
 DL0338'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0655 ***********************************************************************
 DL0655  DESIGNATION -  A 205
 DL0655  PID         -  DL0655
 DL0655  STATE/COUNTY-  AR/COLUMBIA
 DL0655  COUNTRY     -  US
 DL0655  USGS QUAD   -  CALHOUN (2017)
 DL0655
 DL0655                         *CURRENT SURVEY CONTROL
 DL0655  ______________________________________________________________________
 DL0655* NAD 83(1986) POSITION- 33 09 18.     (N) 093 12 32.     (W)   SCALED
 DL0655* NAVD 88 ORTHO HEIGHT -    73.916 (meters)      242.51  (feet) ADJUSTED
 DL0655  ______________________________________________________________________
 DL0655  GEOID HEIGHT    -        -26.327 (meters)                     GEOID18
 DL0655  DYNAMIC HEIGHT  -         73.835 (meters)      242.24  (feet) COMP
 DL0655  MODELED GRAVITY -    979,552.6   (mgal)                       NAVD 88
 DL0655
 DL0655  VERT ORDER      -  SECOND    CLASS 0
 DL0655
 DL0655.The horizontal coordinates were scaled from a map and have
 DL0655.an estimated accuracy of +/- 6 seconds.
 DL0655
 DL0655.The orthometric height was determined by differential leveling and
 DL0655.adjusted by the NATIONAL GEODETIC SURVEY
 DL0655.in June 1991.
 DL0655
 DL0655.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0655.GEOID18 height accuracy estimate available here.
 DL0655
 DL0655.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS805684(NAD 83)
 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
 DL0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0655.See file dsdata.pdf to determine how the superseded data were derived.
 DL0655
 DL0655_MARKER: DB = BENCH MARK DISK
 DL0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0655_STAMPING: A 205 1960
 DL0655_MARK LOGO: CGS
 DL0655_PROJECTION: PROJECTING 15 CENTIMETERS
 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             CGS
 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 COAST AND GEODETIC SURVEY 1963
 DL0655'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1347 ***********************************************************************
 FF1347  DESIGNATION -  A 206
 FF1347  PID         -  FF1347
 FF1347  STATE/COUNTY-  AR/WHITE
 FF1347  COUNTRY     -  US
 FF1347  USGS QUAD   -  VELVET RIDGE (2017)
 FF1347
 FF1347                         *CURRENT SURVEY CONTROL
 FF1347  ______________________________________________________________________
 FF1347* NAD 83(1986) POSITION- 35 24 30.     (N) 091 34 26.     (W)   SCALED
 FF1347* NAVD 88 ORTHO HEIGHT -   194.619 (meters)      638.51  (feet) ADJUSTED
 FF1347  ______________________________________________________________________
 FF1347  GEOID HEIGHT    -        -27.249 (meters)                     GEOID18
 FF1347  DYNAMIC HEIGHT  -        194.444 (meters)      637.94  (feet) COMP
 FF1347  MODELED GRAVITY -    979,730.7   (mgal)                       NAVD 88
 FF1347
 FF1347  VERT ORDER      -  SECOND    CLASS 0
 FF1347
 FF1347.The horizontal coordinates were scaled from a map and have
 FF1347.an estimated accuracy of +/- 6 seconds.
 FF1347
 FF1347.The orthometric height was determined by differential leveling and
 FF1347.adjusted by the NATIONAL GEODETIC SURVEY
 FF1347.in June 1991.
 FF1347
 FF1347.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1347.GEOID18 height accuracy estimate available here.
 FF1347
 FF1347.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV294192(NAD 83)
 FF1347
 FF1347                          SUPERSEDED SURVEY CONTROL
 FF1347
 FF1347  NGVD 29 (11/26/84)  194.564  (m)          638.33   (f) ADJUSTED    2 0
 FF1347
 FF1347.Superseded values are not recommended for survey control.
 FF1347
 FF1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1347.See file dsdata.pdf to determine how the superseded data were derived.
 FF1347
 FF1347_MARKER: DB = BENCH MARK DISK
 FF1347_SETTING: 80 = SET IN A BOULDER
 FF1347_STAMPING: A 206 1962
 FF1347_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0255 ***********************************************************************
 FG0255  DESIGNATION -  A 207
 FG0255  PID         -  FG0255
 FG0255  STATE/COUNTY-  AR/FAULKNER
 FG0255  COUNTRY     -  US
 FG0255  USGS QUAD   -  ROSE BUD (2017)
 FG0255
 FG0255                         *CURRENT SURVEY CONTROL
 FG0255  ______________________________________________________________________
 FG0255* NAD 83(1986) POSITION- 35 21 18.     (N) 092 07 15.     (W)   SCALED
 FG0255* NAVD 88 ORTHO HEIGHT -   227.260 (meters)      745.60  (feet) ADJUSTED
 FG0255  ______________________________________________________________________
 FG0255  GEOID HEIGHT    -        -27.611 (meters)                     GEOID18
 FG0255  DYNAMIC HEIGHT  -        227.050 (meters)      744.91  (feet) COMP
 FG0255  MODELED GRAVITY -    979,701.2   (mgal)                       NAVD 88
 FG0255
 FG0255  VERT ORDER      -  SECOND    CLASS 0
 FG0255
 FG0255.The horizontal coordinates were scaled from a map and have
 FG0255.an estimated accuracy of +/- 6 seconds.
 FG0255
 FG0255.The orthometric height was determined by differential leveling and
 FG0255.adjusted by the NATIONAL GEODETIC SURVEY
 FG0255.in June 1991.
 FG0255
 FG0255.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0255.GEOID18 height accuracy estimate available here.
 FG0255
 FG0255.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV798127(NAD 83)
 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
 FG0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0255.See file dsdata.pdf to determine how the superseded data were derived.
 FG0255
 FG0255_MARKER: DB = BENCH MARK DISK
 FG0255_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FG0255_SP_SET: BRIDGE
 FG0255_STAMPING: A 207 1962
 FG0255_MARK LOGO: CGS
 FG0255_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG0255_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG0255+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2014
 FG0255
 FG0255  HISTORY     - Date     Condition        Report By
 FG0255  HISTORY     - 1962     MONUMENTED       CGS
 FG0255  HISTORY     - 1967     GOOD             CGS
 FG0255  HISTORY     - 20101026 GOOD             NGS
 FG0255  HISTORY     - 20141009 GOOD             ARHD
 FG0255
 FG0255                          STATION DESCRIPTION
 FG0255
 FG0255'DESCRIBED BY COAST AND 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.
 FG0255
 FG0255                          STATION RECOVERY (2010)
 FG0255
 FG0255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2010 (JBW)
 FG0255'RECOVERED IN GOOD CONDITION.
 FG0255
 FG0255                          STATION RECOVERY (2014)
 FG0255
 FG0255'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (JDH)
 FG0255'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0153 ***********************************************************************
 FG0153  DESIGNATION -  A 208
 FG0153  PID         -  FG0153
 FG0153  STATE/COUNTY-  AR/WHITE
 FG0153  COUNTRY     -  US
 FG0153  USGS QUAD   -  ROSE BUD (2017)
 FG0153
 FG0153                         *CURRENT SURVEY CONTROL
 FG0153  ______________________________________________________________________
 FG0153* NAD 83(1986) POSITION- 35 19 49.     (N) 092 06 34.     (W)   SCALED
 FG0153* NAVD 88 ORTHO HEIGHT -   179.791 (meters)      589.86  (feet) ADJUSTED
 FG0153  ______________________________________________________________________
 FG0153  GEOID HEIGHT    -        -27.613 (meters)                     GEOID18
 FG0153  DYNAMIC HEIGHT  -        179.625 (meters)      589.32  (feet) COMP
 FG0153  MODELED GRAVITY -    979,705.2   (mgal)                       NAVD 88
 FG0153
 FG0153  VERT ORDER      -  SECOND    CLASS 0
 FG0153
 FG0153.The horizontal coordinates were scaled from a map and have
 FG0153.an estimated accuracy of +/- 6 seconds.
 FG0153
 FG0153.The orthometric height was determined by differential leveling and
 FG0153.adjusted by the NATIONAL GEODETIC SURVEY
 FG0153.in June 1991.
 FG0153
 FG0153.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0153.GEOID18 height accuracy estimate available here.
 FG0153
 FG0153.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV809100(NAD 83)
 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
 FG0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0153.See file dsdata.pdf to determine how the superseded data were derived.
 FG0153
 FG0153_MARKER: DB = BENCH MARK DISK
 FG0153_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 FG0153_STAMPING: A 208 1962
 FG0153_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0209 ***********************************************************************
 FG0209  DESIGNATION -  A 209
 FG0209  PID         -  FG0209
 FG0209  STATE/COUNTY-  AR/FAULKNER
 FG0209  COUNTRY     -  US
 FG0209  USGS QUAD   -  GREENBRIER (2017)
 FG0209
 FG0209                         *CURRENT SURVEY CONTROL
 FG0209  ______________________________________________________________________
 FG0209* NAD 83(1986) POSITION- 35 12 20.     (N) 092 23 20.     (W)   SCALED
 FG0209* NAVD 88 ORTHO HEIGHT -   118.026 (meters)      387.22  (feet) ADJUSTED
 FG0209  ______________________________________________________________________
 FG0209  GEOID HEIGHT    -        -28.024 (meters)                     GEOID18
 FG0209  DYNAMIC HEIGHT  -        117.916 (meters)      386.86  (feet) COMP
 FG0209  MODELED GRAVITY -    979,699.1   (mgal)                       NAVD 88
 FG0209
 FG0209  VERT ORDER      -  SECOND    CLASS 0
 FG0209
 FG0209.The horizontal coordinates were scaled from a map and have
 FG0209.an estimated accuracy of +/- 6 seconds.
 FG0209
 FG0209.The orthometric height was determined by differential leveling and
 FG0209.adjusted by the NATIONAL GEODETIC SURVEY
 FG0209.in June 1991.
 FG0209
 FG0209.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0209.GEOID18 height accuracy estimate available here.
 FG0209
 FG0209.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU556960(NAD 83)
 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
 FG0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0209.See file dsdata.pdf to determine how the superseded data were derived.
 FG0209
 FG0209_MARKER: DB = BENCH MARK DISK
 FG0209_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FG0209_SP_SET: CULVERT HEADWALL
 FG0209_STAMPING: A 209 1962
 FG0209_MARK LOGO: CGS
 FG0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0209+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EK0008 ***********************************************************************
 EK0008  DESIGNATION -  A 21
 EK0008  PID         -  EK0008
 EK0008  STATE/COUNTY-  AR/SCOTT
 EK0008  COUNTRY     -  US
 EK0008  USGS QUAD   -  Y CITY (2017)
 EK0008
 EK0008                         *CURRENT SURVEY CONTROL
 EK0008  ______________________________________________________________________
 EK0008* NAD 83(1986) POSITION- 34 44 14.     (N) 094 04 48.     (W)   SCALED
 EK0008* NAVD 88 ORTHO HEIGHT -   226.680 (meters)      743.70  (feet) ADJUSTED
 EK0008  ______________________________________________________________________
 EK0008  GEOID HEIGHT    -        -30.356 (meters)                     GEOID18
 EK0008  DYNAMIC HEIGHT  -        226.441 (meters)      742.92  (feet) COMP
 EK0008  MODELED GRAVITY -    979,577.3   (mgal)                       NAVD 88
 EK0008
 EK0008  VERT ORDER      -  FIRST     CLASS II
 EK0008
 EK0008.The horizontal coordinates were scaled from a map and have
 EK0008.an estimated accuracy of +/- 6 seconds.
 EK0008
 EK0008.The orthometric height was determined by differential leveling and
 EK0008.adjusted by the NATIONAL GEODETIC SURVEY
 EK0008.in June 1991.
 EK0008
 EK0008.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0008.GEOID18 height accuracy estimate available here.
 EK0008
 EK0008.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU011444(NAD 83)
 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
 EK0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0008.See file dsdata.pdf to determine how the superseded data were derived.
 EK0008
 EK0008_MARKER: DB = BENCH MARK DISK
 EK0008_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EK0008_SP_SET: BRIDGE CURB
 EK0008_STAMPING: A 21 1931
 EK0008_MARK LOGO: CGS
 EK0008_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0008
 EK0008  HISTORY     - Date     Condition        Report By
 EK0008  HISTORY     - 1931     MONUMENTED       CGS
 EK0008  HISTORY     - 1959     GOOD             CGS
 EK0008  HISTORY     - 1985     MARK NOT FOUND   NGS
 EK0008
 EK0008                          STATION DESCRIPTION
 EK0008
 EK0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (ALW)
 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EK0691 ***********************************************************************
 EK0691  DESIGNATION -  A 21 RESET
 EK0691  PID         -  EK0691
 EK0691  STATE/COUNTY-  AR/SCOTT
 EK0691  COUNTRY     -  US
 EK0691  USGS QUAD   -  Y CITY (2017)
 EK0691
 EK0691                         *CURRENT SURVEY CONTROL
 EK0691  ______________________________________________________________________
 EK0691* NAD 83(1986) POSITION- 34 44 14.     (N) 094 04 50.     (W)   SCALED
 EK0691* NAVD 88 ORTHO HEIGHT -   227.635 (meters)      746.83  (feet) ADJUSTED
 EK0691  ______________________________________________________________________
 EK0691  GEOID HEIGHT    -        -30.358 (meters)                     GEOID18
 EK0691  DYNAMIC HEIGHT  -        227.395 (meters)      746.05  (feet) COMP
 EK0691  MODELED GRAVITY -    979,577.2   (mgal)                       NAVD 88
 EK0691
 EK0691  VERT ORDER      -  FIRST     CLASS II
 EK0691
 EK0691.The horizontal coordinates were scaled from a map and have
 EK0691.an estimated accuracy of +/- 6 seconds.
 EK0691
 EK0691.The orthometric height was determined by differential leveling and
 EK0691.adjusted by the NATIONAL GEODETIC SURVEY
 EK0691.in June 1991.
 EK0691
 EK0691.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0691.GEOID18 height accuracy estimate available here.
 EK0691
 EK0691.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU010444(NAD 83)
 EK0691
 EK0691                          SUPERSEDED SURVEY CONTROL
 EK0691
 EK0691.No superseded survey control is available for this station.
 EK0691
 EK0691_MARKER: DV = VERTICAL CONTROL 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: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0691+STABILITY: SURFACE MOTION
 EK0691_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EK0691+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2018
 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  HISTORY     - 20181215 GOOD             ARHD
 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.
 EK0691
 EK0691                          STATION RECOVERY (2018)
 EK0691
 EK0691'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (MAR)
 EK0691'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0151 ***********************************************************************
 FG0151  DESIGNATION -  A 210
 FG0151  PID         -  FG0151
 FG0151  STATE/COUNTY-  AR/FAULKNER
 FG0151  COUNTRY     -  US
 FG0151  USGS QUAD   -  ROSE BUD (2017)
 FG0151
 FG0151                         *CURRENT SURVEY CONTROL
 FG0151  ______________________________________________________________________
 FG0151* NAD 83(1986) POSITION- 35 18 29.     (N) 092 07 03.     (W)   SCALED
 FG0151* NAVD 88 ORTHO HEIGHT -   203.557 (meters)      667.84  (feet) ADJUSTED
 FG0151  ______________________________________________________________________
 FG0151  GEOID HEIGHT    -        -27.626 (meters)                     GEOID18
 FG0151  DYNAMIC HEIGHT  -        203.367 (meters)      667.21  (feet) COMP
 FG0151  MODELED GRAVITY -    979,699.0   (mgal)                       NAVD 88
 FG0151
 FG0151  VERT ORDER      -  SECOND    CLASS 0
 FG0151
 FG0151.The horizontal coordinates were scaled from a map and have
 FG0151.an estimated accuracy of +/- 6 seconds.
 FG0151
 FG0151.The orthometric height was determined by differential leveling and
 FG0151.adjusted by the NATIONAL GEODETIC SURVEY
 FG0151.in June 1991.
 FG0151
 FG0151.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0151.GEOID18 height accuracy estimate available here.
 FG0151
 FG0151.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV802075(NAD 83)
 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
 FG0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0151.See file dsdata.pdf to determine how the superseded data were derived.
 FG0151
 FG0151_MARKER: DB = BENCH MARK DISK
 FG0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0151_STAMPING: A 210 1962
 FG0151_MARK LOGO: CGS
 FG0151_PROJECTION: PROJECTING 9 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FE1894 ***********************************************************************
 FE1894  DESIGNATION -  A 213
 FE1894  PID         -  FE1894
 FE1894  STATE/COUNTY-  AR/MISSISSIPPI
 FE1894  COUNTRY     -  US
 FE1894  USGS QUAD   -  CHIC (2019)
 FE1894
 FE1894                         *CURRENT SURVEY CONTROL
 FE1894  ______________________________________________________________________
 FE1894* NAD 83(1997) POSITION- 35 59 46.03206(N) 089 44 11.12630(W)   ADJUSTED
 FE1894* NAVD 88 ORTHO HEIGHT -    85.146 (meters)      279.35  (feet) ADJUSTED
 FE1894  ______________________________________________________________________
 FE1894  GEOID HEIGHT    -        -28.204 (meters)                     GEOID18
 FE1894  LAPLACE CORR    -          0.15  (seconds)                    DEFLEC18
 FE1894  DYNAMIC HEIGHT  -         85.075 (meters)      279.12  (feet) COMP
 FE1894  MODELED GRAVITY -    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 and
 FE1894.adjusted by the NATIONAL GEODETIC SURVEY
 FE1894.in June 1991.
 FE1894
 FE1894.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE1894.GEOID18 height accuracy estimate available here.
 FE1894
 FE1894.Click photographs - Photos may exist for this station.
 FE1894
 FE1894.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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  =   1.00034086
 FE1894
 FE1894_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5333186981(NAD 83)
 FE1894
 FE1894                          SUPERSEDED SURVEY CONTROL
 FE1894
 FE1894  NAD 83(1995)-  35 59 46.03236(N)    089 44 11.12631(W) AD(       ) 2
 FE1894  NAD 83(1990)-  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              85.07   (m)          279.1    (f) LEVELING    3  
 FE1894  NGVD 29 (11/26/84)   85.072  (m)          279.11   (f) ADJUSTED    1 1
 FE1894
 FE1894.Superseded values are not recommended for survey control.
 FE1894
 FE1894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1894.See file dsdata.pdf to determine how the superseded data were derived.
 FE1894
 FE1894_MARKER: DV = VERTICAL CONTROL DISK
 FE1894_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1894_STAMPING: A 213 1976
 FE1894_MARK LOGO: NGS
 FE1894_MAGNETIC: I = MARKER IS A STEEL ROD
 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 = MARCH 20, 2026 22:17:28 EDT
 GG0131 ***********************************************************************
 GG0131  DESIGNATION -  A 213
 GG0131  PID         -  GG0131
 GG0131  STATE/COUNTY-  AR/BENTON
 GG0131  COUNTRY     -  US
 GG0131  USGS QUAD   -  GRAVETTE (2017)
 GG0131
 GG0131                         *CURRENT SURVEY CONTROL
 GG0131  ______________________________________________________________________
 GG0131* NAD 83(1986) POSITION- 36 23 06.     (N) 094 28 34.     (W)   SCALED
 GG0131* NAVD 88 ORTHO HEIGHT -   313.109 (meters)     1027.26  (feet) ADJUSTED
 GG0131  ______________________________________________________________________
 GG0131  GEOID HEIGHT    -        -28.221 (meters)                     GEOID18
 GG0131  DYNAMIC HEIGHT  -        312.844 (meters)     1026.39  (feet) COMP
 GG0131  MODELED GRAVITY -    979,775.9   (mgal)                       NAVD 88
 GG0131
 GG0131  VERT ORDER      -  SECOND    CLASS 0
 GG0131
 GG0131.The horizontal coordinates were scaled from a map and have
 GG0131.an estimated accuracy of +/- 6 seconds.
 GG0131
 GG0131.The orthometric height was determined by differential leveling and
 GG0131.adjusted by the NATIONAL GEODETIC SURVEY
 GG0131.in June 1991.
 GG0131
 GG0131.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0131.GEOID18 height accuracy estimate available here.
 GG0131
 GG0131.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA676276(NAD 83)
 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
 GG0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0131.See file dsdata.pdf to determine how the superseded data were derived.
 GG0131
 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             CGS
 GG0131  HISTORY     - 1961     GOOD             CGS
 GG0131  HISTORY     - 1987     GOOD             USPSQD
 GG0131  HISTORY     - 20100416 MARK NOT FOUND   AR-007
 GG0131
 GG0131                          STATION DESCRIPTION
 GG0131
 GG0131'DESCRIBED BY COAST AND 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 COAST AND 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.
 GG0131
 GG0131                          STATION RECOVERY (2010)
 GG0131
 GG0131'RECOVERY NOTE BY BENTON COUNTY ARKANSAS 2010 (GT)
 GG0131'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FE1937 ***********************************************************************
 FE1937  DESIGNATION -  A 214
 FE1937  PID         -  FE1937
 FE1937  STATE/COUNTY-  AR/MISSISSIPPI
 FE1937  COUNTRY     -  US
 FE1937  USGS QUAD   -  ROSA (2017)
 FE1937
 FE1937                         *CURRENT SURVEY CONTROL
 FE1937  ______________________________________________________________________
 FE1937* NAD 83(1986) POSITION- 35 46 28.     (N) 089 50 10.     (W)   SCALED
 FE1937* NAVD 88 ORTHO HEIGHT -    82.279 (meters)      269.94  (feet) ADJUSTED
 FE1937  ______________________________________________________________________
 FE1937  GEOID HEIGHT    -        -27.747 (meters)                     GEOID18
 FE1937  DYNAMIC HEIGHT  -         82.210 (meters)      269.72  (feet) COMP
 FE1937  MODELED GRAVITY -    979,789.6   (mgal)                       NAVD 88
 FE1937
 FE1937  VERT ORDER      -  FIRST     CLASS I
 FE1937
 FE1937.The horizontal coordinates were scaled from a map and have
 FE1937.an estimated accuracy of +/- 6 seconds.
 FE1937
 FE1937.The orthometric height was determined by differential leveling and
 FE1937.adjusted by the NATIONAL GEODETIC SURVEY
 FE1937.in June 1991.
 FE1937
 FE1937.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE1937.GEOID18 height accuracy estimate available here.
 FE1937
 FE1937.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE436626(NAD 83)
 FE1937
 FE1937                          SUPERSEDED SURVEY CONTROL
 FE1937
 FE1937  NGVD 29 (11/26/84)   82.219  (m)          269.75   (f) ADJUSTED    1 1
 FE1937
 FE1937.Superseded values are not recommended for survey control.
 FE1937
 FE1937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1937.See file dsdata.pdf to determine how the superseded data were derived.
 FE1937
 FE1937_MARKER: DV = VERTICAL CONTROL DISK
 FE1937_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FE1937+WITH SETTING: INTO GROUND
 FE1937_STAMPING: A 214 1976
 FE1937_MARK LOGO: NGS
 FE1937_MAGNETIC: I = MARKER IS A STEEL ROD
 FE1937_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1937_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1937+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2008
 FE1937
 FE1937  HISTORY     - Date     Condition        Report By
 FE1937  HISTORY     - 1976     MONUMENTED       NGS
 FE1937  HISTORY     - 20020727 GOOD             USACE
 FE1937  HISTORY     - 20080625 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.
 FE1937
 FE1937                          STATION RECOVERY (2008)
 FE1937
 FE1937'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2008 (DLB)
 FE1937'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1010 ***********************************************************************
 FF1010  HT_MOD      -  This is a Height Modernization Survey Station.
 FF1010  DESIGNATION -  A 215
 FF1010  PID         -  FF1010
 FF1010  STATE/COUNTY-  AR/MISSISSIPPI
 FF1010  COUNTRY     -  US
 FF1010  USGS QUAD   -  WILSON (2017)
 FF1010
 FF1010                         *CURRENT SURVEY CONTROL
 FF1010  ______________________________________________________________________
 FF1010* NAD 83(2011) POSITION- 35 33 58.14735(N) 090 00 57.31936(W)   ADJUSTED
 FF1010* NAD 83(2011) ELLIP HT-    50.163 (meters)        (06/27/12)   ADJUSTED
 FF1010* NAD 83(2011) EPOCH   -  2010.00
 FF1010* NAVD 88 ORTHO HEIGHT -    77.78  (meters)      255.2   (feet) GPS OBS
 FF1010  ______________________________________________________________________
 FF1010  NAVD 88 orthometric height was determined with geoid model    GEOID03
 FF1010  GEOID HEIGHT    -        -27.570 (meters)                     GEOID03
 FF1010  GEOID HEIGHT    -        -27.593 (meters)                     GEOID18
 FF1010  NAD 83(2011) X  -     -1,443.423 (meters)                     COMP
 FF1010  NAD 83(2011) Y  - -5,194,186.238 (meters)                     COMP
 FF1010  NAD 83(2011) Z  -  3,689,169.970 (meters)                     COMP
 FF1010  LAPLACE CORR    -          1.69  (seconds)                    DEFLEC18
 FF1010
 FF1010  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FF1010  Standards:
 FF1010         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FF1010            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FF1010  -------------------------------------------------------------------
 FF1010  NETWORK    0.95   1.18           0.43   0.33   0.60      0.07953853
 FF1010  -------------------------------------------------------------------
 FF1010  Click here for local accuracies and other accuracy information.
 FF1010
 FF1010.The horizontal coordinates were established by GPS observations
 FF1010.and adjusted by the National Geodetic Survey in June 2012.
 FF1010
 FF1010.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FF1010.been affixed to the stable North American tectonic plate. See 
 FF1010.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FF1010
 FF1010.The horizontal coordinates are valid at the epoch date displayed above
 FF1010.which is a decimal equivalence of Year/Month/Day.
 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.
 FF1010
 FF1010.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1010.GEOID18 height accuracy estimate available here.
 FF1010
 FF1010.Click photographs - Photos may exist for this station.
 FF1010
 FF1010.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF1010
 FF1010.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1010
 FF1010.The ellipsoidal height was determined by GPS observations
 FF1010.and is referenced to NAD 83.
 FF1010
 FF1010. The following values were computed from the NAD 83(2011) position.
 FF1010
 FF1010;                    North         East     Units Scale Factor Converg.
 FF1010;SPC AR N     -   138,582.684   579,842.789   MT  0.99993598   +1 09 16.3
 FF1010;SPC AR N     -   454,666.69  1,902,367.55   sFT  0.99993598   +1 09 16.3
 FF1010;UTM  15      - 3,939,928.717   770,453.074   MT  1.00050147   +1 44 12.2
 FF1010;UTM  16      - 3,940,016.719   226,659.967   MT  1.00052082   -1 45 19.0
 FF1010
 FF1010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1010!SPC AR N     -   0.99999213  x   0.99993598  =   0.99992811
 FF1010!UTM  15      -   0.99999213  x   1.00050147  =   1.00049359
 FF1010!UTM  16      -   0.99999213  x   1.00052082  =   1.00051294
 FF1010
 FF1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV7045339928(NAD 83)
 FF1010
 FF1010                          SUPERSEDED SURVEY CONTROL
 FF1010
 FF1010  NAD 83(2007)-  35 33 58.14739(N)    090 00 57.32039(W) AD(2002.00) 0
 FF1010  ELLIP H (02/10/07)   50.188  (m)                       GP(2002.00)    
 FF1010  NAD 83(1997)-  35 33 58.14720(N)    090 00 57.32040(W) AD(       ) 1
 FF1010  ELLIP H (05/31/05)   50.181  (m)                       GP(       ) 4 2
 FF1010  NAVD 88 (06/15/91)   77.747  (m)          255.07   (f) ADJUSTED    1 1
 FF1010  NGVD 29 (11/26/84)   77.720  (m)          254.99   (f) ADJUSTED    1 1
 FF1010
 FF1010.Superseded values are not recommended for survey control.
 FF1010
 FF1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1010.See file dsdata.pdf to determine how the superseded data were derived.
 FF1010
 FF1010_MARKER: DV = VERTICAL CONTROL DISK
 FF1010_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FF1010+WITH SETTING: INTO GROUND
 FF1010_STAMPING: A 215 1976
 FF1010_MARK LOGO: NGS
 FF1010_MAGNETIC: I = MARKER IS A STEEL ROD
 FF1010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH0994 ***********************************************************************
 EH0994  DESIGNATION -  A 216
 EH0994  PID         -  EH0994
 EH0994  STATE/COUNTY-  AR/LEE
 EH0994  COUNTRY     -  US
 EH0994  USGS QUAD   -  LA GRANGE (2017)
 EH0994
 EH0994                         *CURRENT SURVEY CONTROL
 EH0994  ______________________________________________________________________
 EH0994* NAD 83(1986) POSITION- 34 38 53.     (N) 090 38 17.     (W)   SCALED
 EH0994* NAVD 88 ORTHO HEIGHT -    55.045 (meters)      180.59  (feet) ADJUSTED
 EH0994  ______________________________________________________________________
 EH0994  GEOID HEIGHT    -        -26.973 (meters)                     GEOID18
 EH0994  DYNAMIC HEIGHT  -         54.993 (meters)      180.42  (feet) COMP
 EH0994  MODELED GRAVITY -    979,681.9   (mgal)                       NAVD 88
 EH0994
 EH0994  VERT ORDER      -  FIRST     CLASS II
 EH0994
 EH0994.The horizontal coordinates were scaled from a map and have
 EH0994.an estimated accuracy of +/- 6 seconds.
 EH0994
 EH0994.The orthometric height was determined by differential leveling and
 EH0994.adjusted by the NATIONAL GEODETIC SURVEY
 EH0994.in June 1991.
 EH0994
 EH0994.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0994.GEOID18 height accuracy estimate available here.
 EH0994
 EH0994.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU164365(NAD 83)
 EH0994
 EH0994                          SUPERSEDED SURVEY CONTROL
 EH0994
 EH0994  NGVD 29 (11/26/84)   55.078  (m)          180.70   (f) ADJUSTED    1 2
 EH0994
 EH0994.Superseded values are not recommended for survey control.
 EH0994
 EH0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0994.See file dsdata.pdf to determine how the superseded data were derived.
 EH0994
 EH0994_MARKER: DV = VERTICAL CONTROL DISK
 EH0994_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH0994_STAMPING: A 216 1976
 EH0994_MARK LOGO: NGS
 EH0994_MAGNETIC: I = MARKER IS A STEEL ROD
 EH0994_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0994_ROD/PIPE-DEPTH: 16.2 meters
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1093 ***********************************************************************
 FF1093  DESIGNATION -  A 217
 FF1093  PID         -  FF1093
 FF1093  STATE/COUNTY-  AR/CRITTENDEN
 FF1093  COUNTRY     -  US
 FF1093  USGS QUAD   -  JERICHO (2017)
 FF1093
 FF1093                         *CURRENT SURVEY CONTROL
 FF1093  ______________________________________________________________________
 FF1093* NAD 83(1986) POSITION- 35 18 34.     (N) 090 09 30.     (W)   SCALED
 FF1093* NAVD 88 ORTHO HEIGHT -    74.255 (meters)      243.62  (feet) ADJUSTED
 FF1093  ______________________________________________________________________
 FF1093  GEOID HEIGHT    -        -27.398 (meters)                     GEOID18
 FF1093  DYNAMIC HEIGHT  -         74.189 (meters)      243.40  (feet) COMP
 FF1093  MODELED GRAVITY -    979,746.5   (mgal)                       NAVD 88
 FF1093
 FF1093  VERT ORDER      -  FIRST     CLASS I
 FF1093
 FF1093.The horizontal coordinates were scaled from a map and have
 FF1093.an estimated accuracy of +/- 6 seconds.
 FF1093
 FF1093.The orthometric height was determined by differential leveling and
 FF1093.adjusted by the NATIONAL GEODETIC SURVEY
 FF1093.in June 1991.
 FF1093
 FF1093.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1093.GEOID18 height accuracy estimate available here.
 FF1093
 FF1093.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV583110(NAD 83)
 FF1093
 FF1093                          SUPERSEDED SURVEY CONTROL
 FF1093
 FF1093  NGVD 29 (11/26/84)   74.240  (m)          243.57   (f) ADJUSTED    1 1
 FF1093
 FF1093.Superseded values are not recommended for survey control.
 FF1093
 FF1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1093.See file dsdata.pdf to determine how the superseded data were derived.
 FF1093
 FF1093_MARKER: DV = VERTICAL CONTROL DISK
 FF1093_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FF1093+WITH SETTING: INTO GROUND
 FF1093_STAMPING: A 217 1976
 FF1093_MARK LOGO: NGS
 FF1093_MAGNETIC: I = MARKER IS A STEEL ROD
 FF1093_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1014 ***********************************************************************
 FF1014  HT_MOD      -  This is a Height Modernization Survey Station.
 FF1014  DESIGNATION -  A 218
 FF1014  PID         -  FF1014
 FF1014  STATE/COUNTY-  AR/MISSISSIPPI
 FF1014  COUNTRY     -  US
 FF1014  USGS QUAD   -  WILSON (2017)
 FF1014
 FF1014                         *CURRENT SURVEY CONTROL
 FF1014  ______________________________________________________________________
 FF1014* NAD 83(2011) POSITION- 35 31 04.30087(N) 090 03 13.04811(W)   ADJUSTED
 FF1014* NAD 83(2011) ELLIP HT-    50.137 (meters)        (06/27/12)   ADJUSTED
 FF1014* NAD 83(2011) EPOCH   -  2010.00
 FF1014* NAVD 88 ORTHO HEIGHT -    77.74  (meters)      255.1   (feet) GPS OBS
 FF1014  ______________________________________________________________________
 FF1014  NAVD 88 orthometric height was determined with geoid model    GEOID03
 FF1014  GEOID HEIGHT    -        -27.564 (meters)                     GEOID03
 FF1014  GEOID HEIGHT    -        -27.582 (meters)                     GEOID18
 FF1014  NAD 83(2011) X  -     -4,864.276 (meters)                     COMP
 FF1014  NAD 83(2011) Y  - -5,197,298.698 (meters)                     COMP
 FF1014  NAD 83(2011) Z  -  3,684,810.272 (meters)                     COMP
 FF1014  LAPLACE CORR    -          1.58  (seconds)                    DEFLEC18
 FF1014
 FF1014  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FF1014  Standards:
 FF1014         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FF1014            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FF1014  -------------------------------------------------------------------
 FF1014  NETWORK    1.61   1.74           0.74   0.54   0.89      0.04813061
 FF1014  -------------------------------------------------------------------
 FF1014  Click here for local accuracies and other accuracy information.
 FF1014
 FF1014.The horizontal coordinates were established by GPS observations
 FF1014.and adjusted by the National Geodetic Survey in June 2012.
 FF1014
 FF1014.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FF1014.been affixed to the stable North American tectonic plate. See 
 FF1014.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FF1014
 FF1014.The horizontal coordinates are valid at the epoch date displayed above
 FF1014.which is a decimal equivalence of Year/Month/Day.
 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.
 FF1014
 FF1014.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1014.GEOID18 height accuracy estimate available here.
 FF1014
 FF1014.Click photographs - Photos may exist for this station.
 FF1014
 FF1014.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF1014
 FF1014.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1014
 FF1014.The ellipsoidal height was determined by GPS observations
 FF1014.and is referenced to NAD 83.
 FF1014
 FF1014. The following values were computed from the NAD 83(2011) position.
 FF1014
 FF1014;                    North         East     Units Scale Factor Converg.
 FF1014;SPC AR N     -   133,157.986   576,531.675   MT  0.99993660   +1 07 57.3
 FF1014;SPC AR N     -   436,869.16  1,891,504.34   sFT  0.99993660   +1 07 57.3
 FF1014;UTM  15      - 3,934,467.687   767,195.348   MT  1.00047989   +1 42 45.8
 FF1014;UTM  16      - 3,934,763.903   223,075.700   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  =   1.00047202
 FF1014!UTM  16      -   0.99999213  x   1.00054514  =   1.00053727
 FF1014
 FF1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6719534467(NAD 83)
 FF1014
 FF1014                          SUPERSEDED SURVEY CONTROL
 FF1014
 FF1014  NAD 83(2007)-  35 31 04.30097(N)    090 03 13.04912(W) AD(2002.00) 0
 FF1014  ELLIP H (02/10/07)   50.162  (m)                       GP(2002.00)    
 FF1014  NAD 83(1997)-  35 31 04.30080(N)    090 03 13.04898(W) AD(       ) 1
 FF1014  ELLIP H (05/31/05)   50.156  (m)                       GP(       ) 4 2
 FF1014  NAVD 88 (06/15/91)   77.701  (m)          254.92   (f) ADJUSTED    1 1
 FF1014  NGVD 29 (11/26/84)   77.677  (m)          254.85   (f) ADJUSTED    1 1
 FF1014
 FF1014.Superseded values are not recommended for survey control.
 FF1014
 FF1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1014.See file dsdata.pdf to determine how the superseded data were derived.
 FF1014
 FF1014_MARKER: DV = VERTICAL CONTROL DISK
 FF1014_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FF1014_STAMPING: A 218 1976
 FF1014_MARK LOGO: NGS
 FF1014_MAGNETIC: I = MARKER IS A STEEL ROD
 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             USACE
 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 ARMY CORPS OF 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 = MARCH 20, 2026 22:17:28 EDT
 FF1042 ***********************************************************************
 FF1042  DESIGNATION -  A 218 X
 FF1042  PID         -  FF1042
 FF1042  STATE/COUNTY-  AR/CRITTENDEN
 FF1042  COUNTRY     -  US
 FF1042  USGS QUAD   -  FLETCHER LAKE (2017)
 FF1042
 FF1042                         *CURRENT SURVEY CONTROL
 FF1042  ______________________________________________________________________
 FF1042* NAD 83(1986) POSITION- 35 02 40.     (N) 090 14 00.     (W)   SCALED
 FF1042* NAVD 88 ORTHO HEIGHT -    71.281 (meters)      233.86  (feet) ADJUSTED
 FF1042  ______________________________________________________________________
 FF1042  GEOID HEIGHT    -        -27.252 (meters)                     GEOID18
 FF1042  DYNAMIC HEIGHT  -         71.216 (meters)      233.65  (feet) COMP
 FF1042  MODELED GRAVITY -    979,724.4   (mgal)                       NAVD 88
 FF1042
 FF1042  VERT ORDER      -  FIRST     CLASS II
 FF1042
 FF1042.The horizontal coordinates were scaled from a map and have
 FF1042.an estimated accuracy of +/- 6 seconds.
 FF1042
 FF1042.The orthometric height was determined by differential leveling and
 FF1042.adjusted by the NATIONAL GEODETIC SURVEY
 FF1042.in June 1991.
 FF1042
 FF1042.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1042.GEOID18 height accuracy estimate available here.
 FF1042
 FF1042.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU523814(NAD 83)
 FF1042
 FF1042                          SUPERSEDED SURVEY CONTROL
 FF1042
 FF1042  NGVD 29 (11/26/84)   71.275  (m)          233.84   (f) ADJUSTED    1 2
 FF1042
 FF1042.Superseded values are not recommended for survey control.
 FF1042
 FF1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1042.See file dsdata.pdf to determine how the superseded data were derived.
 FF1042
 FF1042_MARKER: DV = VERTICAL CONTROL DISK
 FF1042_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FF1042+WITH SETTING: INTO GROUND
 FF1042_STAMPING: A 218 X 1976
 FF1042_MARK LOGO: NGS
 FF1042_PROJECTION: RECESSED 12 CENTIMETERS
 FF1042_MAGNETIC: I = MARKER IS A STEEL ROD
 FF1042_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1064 ***********************************************************************
 FF1064  DESIGNATION -  A 219
 FF1064  PID         -  FF1064
 FF1064  STATE/COUNTY-  AR/CRITTENDEN
 FF1064  COUNTRY     -  US
 FF1064  USGS QUAD   -  NORTHWEST MEMPHIS (2019)
 FF1064
 FF1064                         *CURRENT SURVEY CONTROL
 FF1064  ______________________________________________________________________
 FF1064* NAD 83(1986) POSITION- 35 09 46.     (N) 090 06 59.     (W)   SCALED
 FF1064* NAVD 88 ORTHO HEIGHT -    73.693 (meters)      241.77  (feet) ADJUSTED
 FF1064  ______________________________________________________________________
 FF1064  GEOID HEIGHT    -        -27.327 (meters)                     GEOID18
 FF1064  DYNAMIC HEIGHT  -         73.626 (meters)      241.55  (feet) COMP
 FF1064  MODELED GRAVITY -    979,732.7   (mgal)                       NAVD 88
 FF1064
 FF1064  VERT ORDER      -  FIRST     CLASS I
 FF1064
 FF1064.The horizontal coordinates were scaled from a map and have
 FF1064.an estimated accuracy of +/- 6 seconds.
 FF1064
 FF1064.The orthometric height was determined by differential leveling and
 FF1064.adjusted by the NATIONAL GEODETIC SURVEY
 FF1064.in June 1991.
 FF1064
 FF1064.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1064.GEOID18 height accuracy estimate available here.
 FF1064
 FF1064.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU626949(NAD 83)
 FF1064
 FF1064                          SUPERSEDED SURVEY CONTROL
 FF1064
 FF1064  NGVD 29 (11/26/84)   73.676  (m)          241.72   (f) ADJUSTED    1 1
 FF1064
 FF1064.Superseded values are not recommended for survey control.
 FF1064
 FF1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1064.See file dsdata.pdf to determine how the superseded data were derived.
 FF1064
 FF1064_MARKER: DV = VERTICAL CONTROL DISK
 FF1064_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FF1064_STAMPING: A 219 1976
 FF1064_MARK LOGO: NGS
 FF1064_MAGNETIC: I = MARKER IS A STEEL ROD
 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 = MARCH 20, 2026 22:17:28 EDT
 EK0130 ***********************************************************************
 EK0130  DESIGNATION -  A 22
 EK0130  PID         -  EK0130
 EK0130  STATE/COUNTY-  AR/SEVIER
 EK0130  COUNTRY     -  US
 EK0130  USGS QUAD   -  DE QUEEN (2017)
 EK0130
 EK0130                         *CURRENT SURVEY CONTROL
 EK0130  ______________________________________________________________________
 EK0130* NAD 83(1986) POSITION- 34 05 23.     (N) 094 19 59.     (W)   SCALED
 EK0130* NAVD 88 ORTHO HEIGHT -   148.220 (meters)      486.29  (feet) ADJUSTED
 EK0130  ______________________________________________________________________
 EK0130  GEOID HEIGHT    -        -28.006 (meters)                     GEOID18
 EK0130  DYNAMIC HEIGHT  -        148.069 (meters)      485.79  (feet) COMP
 EK0130  MODELED GRAVITY -    979,616.8   (mgal)                       NAVD 88
 EK0130
 EK0130  VERT ORDER      -  FIRST     CLASS II
 EK0130
 EK0130.The horizontal coordinates were scaled from a map and have
 EK0130.an estimated accuracy of +/- 6 seconds.
 EK0130
 EK0130.The orthometric height was determined by differential leveling and
 EK0130.adjusted by the NATIONAL GEODETIC SURVEY
 EK0130.in June 1991.
 EK0130
 EK0130.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0130.GEOID18 height accuracy estimate available here.
 EK0130
 EK0130.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT770729(NAD 83)
 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
 EK0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0130.See file dsdata.pdf to determine how the superseded data were derived.
 EK0130
 EK0130_MARKER: DB = BENCH MARK DISK
 EK0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0130_STAMPING: A 22 1932
 EK0130_MARK LOGO: CGS
 EK0130_PROJECTION: RECESSED 5 CENTIMETERS
 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             CGS
 EK0130  HISTORY     - 20190528 MARK NOT FOUND   ARHD
 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 COAST AND GEODETIC SURVEY 1962
 EK0130'RECOVERED IN GOOD CONDITION.
 EK0130
 EK0130                          STATION RECOVERY (2019)
 EK0130
 EK0130'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2019 (BAB)
 EK0130'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH0933 ***********************************************************************
 EH0933  DESIGNATION -  A 220
 EH0933  PID         -  EH0933
 EH0933  STATE/COUNTY-  AR/PHILLIPS
 EH0933  COUNTRY     -  US
 EH0933  USGS QUAD   -  HELENA (2017)
 EH0933
 EH0933                         *CURRENT SURVEY CONTROL
 EH0933  ______________________________________________________________________
 EH0933* NAD 83(1997) POSITION- 34 30 37.28252(N) 090 35 18.21931(W)   ADJUSTED
 EH0933* NAVD 88 ORTHO HEIGHT -    62.850 (meters)      206.20  (feet) ADJUSTED
 EH0933  ______________________________________________________________________
 EH0933  GEOID HEIGHT    -        -26.997 (meters)                     GEOID18
 EH0933  LAPLACE CORR    -          0.34  (seconds)                    DEFLEC18
 EH0933  DYNAMIC HEIGHT  -         62.789 (meters)      206.00  (feet) COMP
 EH0933  MODELED GRAVITY -    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 and
 EH0933.adjusted by the NATIONAL GEODETIC SURVEY
 EH0933.in September 2022.
 EH0933
 EH0933.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0933.GEOID18 height accuracy estimate available here.
 EH0933
 EH0933.Click photographs - Photos may exist for this station.
 EH0933
 EH0933.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999437  x   0.99995288  =   0.99994725
 EH0933!SPC MS W     -   0.99999437  x   0.99995676  =   0.99995113
 EH0933!UTM  15      -   0.99999437  x   1.00020417  =   1.00019854
 EH0933
 EH0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU2138921386(NAD 83)
 EH0933
 EH0933                          SUPERSEDED SURVEY CONTROL
 EH0933
 EH0933  NAD 83(1995)-  34 30 37.28247(N)    090 35 18.21902(W) AD(       ) 2
 EH0933  NAD 83(1993)-  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  NAVD 88 (06/15/91)   62.828  (m)          206.13   (f) SUPERSEDED  1 2
 EH0933  NGVD 29              62.89   (m)          206.3    (f) LEVELING    3  
 EH0933  NGVD 29 (11/26/84)   62.861  (m)          206.24   (f) ADJUSTED    1 2
 EH0933
 EH0933.Superseded values are not recommended for survey control.
 EH0933
 EH0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0933.See file dsdata.pdf to determine how the superseded data were derived.
 EH0933
 EH0933_MARKER: DV = VERTICAL CONTROL 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_PROJECTION: FLUSH
 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 = MARCH 20, 2026 22:17:28 EDT
 EH0731 ***********************************************************************
 EH0731  DESIGNATION -  A 221
 EH0731  PID         -  EH0731
 EH0731  STATE/COUNTY-  AR/PHILLIPS
 EH0731  COUNTRY     -  US
 EH0731  USGS QUAD   -  ELAINE (2017)
 EH0731
 EH0731                         *CURRENT SURVEY CONTROL
 EH0731  ______________________________________________________________________
 EH0731* NAD 83(1986) POSITION- 34 16 37.     (N) 090 50 22.     (W)   SCALED
 EH0731* NAVD 88 ORTHO HEIGHT -    59.037 (meters)      193.69  (feet) ADJUSTED
 EH0731  ______________________________________________________________________
 EH0731  GEOID HEIGHT    -        -26.814 (meters)                     GEOID18
 EH0731  DYNAMIC HEIGHT  -         58.979 (meters)      193.50  (feet) COMP
 EH0731  MODELED GRAVITY -    979,649.1   (mgal)                       NAVD 88
 EH0731
 EH0731  VERT ORDER      -  FIRST     CLASS II
 EH0731
 EH0731.The horizontal coordinates were scaled from a map and have
 EH0731.an estimated accuracy of +/- 6 seconds.
 EH0731
 EH0731.The orthometric height was determined by differential leveling and
 EH0731.adjusted by the NATIONAL GEODETIC SURVEY
 EH0731.in June 1991.
 EH0731
 EH0731.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0731.GEOID18 height accuracy estimate available here.
 EH0731
 EH0731.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT988949(NAD 83)
 EH0731
 EH0731                          SUPERSEDED SURVEY CONTROL
 EH0731
 EH0731  NGVD 29 (11/26/84)   59.106  (m)          193.92   (f) ADJUSTED    1 2
 EH0731
 EH0731.Superseded values are not recommended for survey control.
 EH0731
 EH0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0731.See file dsdata.pdf to determine how the superseded data were derived.
 EH0731
 EH0731_MARKER: DV = VERTICAL CONTROL 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_MARK LOGO: NGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH0975 ***********************************************************************
 EH0975  DESIGNATION -  A 222
 EH0975  PID         -  EH0975
 EH0975  STATE/COUNTY-  AR/LEE
 EH0975  COUNTRY     -  US
 EH0975  USGS QUAD   -  BRICKEYS (2017)
 EH0975
 EH0975                         *CURRENT SURVEY CONTROL
 EH0975  ______________________________________________________________________
 EH0975* NAD 83(1986) POSITION- 34 45 55.     (N) 090 32 46.     (W)   SCALED
 EH0975* NAVD 88 ORTHO HEIGHT -    65.237 (meters)      214.03  (feet) ADJUSTED
 EH0975  ______________________________________________________________________
 EH0975  GEOID HEIGHT    -        -26.957 (meters)                     GEOID18
 EH0975  DYNAMIC HEIGHT  -         65.176 (meters)      213.83  (feet) COMP
 EH0975  MODELED GRAVITY -    979,700.0   (mgal)                       NAVD 88
 EH0975
 EH0975  VERT ORDER      -  FIRST     CLASS II
 EH0975
 EH0975.The horizontal coordinates were scaled from a map and have
 EH0975.an estimated accuracy of +/- 6 seconds.
 EH0975
 EH0975.The orthometric height was determined by differential leveling and
 EH0975.adjusted by the NATIONAL GEODETIC SURVEY
 EH0975.in June 1991.
 EH0975
 EH0975.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0975.GEOID18 height accuracy estimate available here.
 EH0975
 EH0975.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU245497(NAD 83)
 EH0975
 EH0975                          SUPERSEDED SURVEY CONTROL
 EH0975
 EH0975  NGVD 29 (11/26/84)   65.261  (m)          214.11   (f) ADJUSTED    1 2
 EH0975
 EH0975.Superseded values are not recommended for survey control.
 EH0975
 EH0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0975.See file dsdata.pdf to determine how the superseded data were derived.
 EH0975
 EH0975_MARKER: DV = VERTICAL CONTROL 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_MARK LOGO: NGS
 EH0975_PROJECTION: FLUSH
 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 = MARCH 20, 2026 22:17:28 EDT
 EH0759 ***********************************************************************
 EH0759  DESIGNATION -  A 223
 EH0759  PID         -  EH0759
 EH0759  STATE/COUNTY-  AR/DESHA
 EH0759  COUNTRY     -  US
 EH0759  USGS QUAD   -  LACONIA (2017)
 EH0759
 EH0759                         *CURRENT SURVEY CONTROL
 EH0759  ______________________________________________________________________
 EH0759* NAD 83(1986) POSITION- 34 06 54.     (N) 090 57 50.     (W)   SCALED
 EH0759* NAVD 88 ORTHO HEIGHT -    50.058 (meters)      164.23  (feet) ADJUSTED
 EH0759  ______________________________________________________________________
 EH0759  GEOID HEIGHT    -        -26.597 (meters)                     GEOID18
 EH0759  DYNAMIC HEIGHT  -         50.008 (meters)      164.07  (feet) COMP
 EH0759  MODELED GRAVITY -    979,644.6   (mgal)                       NAVD 88
 EH0759
 EH0759  VERT ORDER      -  FIRST     CLASS II
 EH0759
 EH0759.The horizontal coordinates were scaled from a map and have
 EH0759.an estimated accuracy of +/- 6 seconds.
 EH0759
 EH0759.The orthometric height was determined by differential leveling and
 EH0759.adjusted by the NATIONAL GEODETIC SURVEY
 EH0759.in September 2022.
 EH0759
 EH0759.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0759.GEOID18 height accuracy estimate available here.
 EH0759
 EH0759.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT877767(NAD 83)
 EH0759
 EH0759                          SUPERSEDED SURVEY CONTROL
 EH0759
 EH0759  NAVD 88 (06/15/91)   50.055  (m)          164.22   (f) SUPERSEDED  1 2
 EH0759  NGVD 29 (11/26/84)   50.115  (m)          164.42   (f) ADJUSTED    1 2
 EH0759
 EH0759.Superseded values are not recommended for survey control.
 EH0759
 EH0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0759.See file dsdata.pdf to determine how the superseded data were derived.
 EH0759
 EH0759_MARKER: DV = VERTICAL CONTROL DISK
 EH0759_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH0759_STAMPING: A 223 1976
 EH0759_MARK LOGO: NGS
 EH0759_PROJECTION: FLUSH
 EH0759_MAGNETIC: I = MARKER IS A STEEL ROD
 EH0759_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0759_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0759+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2000
 EH0759_ROD/PIPE-DEPTH: 5.8 meters
 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             USACE
 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 ARMY CORPS OF ENGINEERS 2000 (JMH)
 EH0759'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1048 ***********************************************************************
 EH1048  DESIGNATION -  A 224
 EH1048  PID         -  EH1048
 EH1048  STATE/COUNTY-  AR/PHILLIPS
 EH1048  COUNTRY     -  US
 EH1048  USGS QUAD   -  MARVELL (2017)
 EH1048
 EH1048                         *CURRENT SURVEY CONTROL
 EH1048  ______________________________________________________________________
 EH1048* NAD 83(1986) POSITION- 34 33 27.41   (N) 090 55 40.55   (W)   HD_HELD1
 EH1048* NAVD 88 ORTHO HEIGHT -    57.655 (meters)      189.16  (feet) ADJUSTED
 EH1048  ______________________________________________________________________
 EH1048  GEOID HEIGHT    -        -26.901 (meters)                     GEOID18
 EH1048  DYNAMIC HEIGHT  -         57.599 (meters)      188.97  (feet) COMP
 EH1048  MODELED GRAVITY -    979,675.7   (mgal)                       NAVD 88
 EH1048
 EH1048  VERT ORDER      -  FIRST     CLASS II
 EH1048
 EH1048.The horizontal coordinates were determined by differentially corrected
 EH1048.hand held GPS observations or other comparable positioning techniques
 EH1048.and have an estimated accuracy of +/- 3 meters.
 EH1048
 EH1048.The orthometric height was determined by differential leveling and
 EH1048.adjusted by the NATIONAL GEODETIC SURVEY
 EH1048.in August 1993.
 EH1048
 EH1048.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1048.GEOID18 height accuracy estimate available here.
 EH1048
 EH1048.Click photographs - Photos may exist for this station.
 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     -   610,248.4     498,385.3     MT  (+/- 3 meters HH1 GPS) 
 EH1048
 EH1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU9010625936(NAD 83)
 EH1048
 EH1048                          SUPERSEDED SURVEY CONTROL
 EH1048
 EH1048  NAVD 88 (06/15/91)   57.654  (m)          189.15   (f) SUPERSEDED  1 2
 EH1048  NGVD 29 (11/26/84)   57.688  (m)          189.26   (f) ADJUSTED    1 2
 EH1048
 EH1048.Superseded values are not recommended for survey control.
 EH1048
 EH1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1048.See file dsdata.pdf to determine how the superseded data were derived.
 EH1048
 EH1048_MARKER: DV = VERTICAL CONTROL DISK
 EH1048_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH1048_STAMPING: A 224 1976
 EH1048_MARK LOGO: NGS
 EH1048_MAGNETIC: I = MARKER IS A STEEL ROD
 EH1048_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH1048_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH1048+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2016
 EH1048_ROD/PIPE-DEPTH: 31.7 meters
 EH1048
 EH1048  HISTORY     - Date     Condition        Report By
 EH1048  HISTORY     - 1976     MONUMENTED       NGS
 EH1048  HISTORY     - 20030306 GOOD             USACE
 EH1048  HISTORY     - 20160816 GOOD             ARHD
 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.
 EH1048
 EH1048                          STATION RECOVERY (2016)
 EH1048
 EH1048'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (RTH)
 EH1048'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1445 ***********************************************************************
 EH1445  DESIGNATION -  A 225
 EH1445  PID         -  EH1445
 EH1445  STATE/COUNTY-  AR/DESHA
 EH1445  COUNTRY     -  US
 EH1445  USGS QUAD   -  SNOW LAKE (2017)
 EH1445
 EH1445                         *CURRENT SURVEY CONTROL
 EH1445  ______________________________________________________________________
 EH1445* NAD 83(1986) POSITION- 34 01 57.     (N) 091 04 01.     (W)   SCALED
 EH1445* NAVD 88 ORTHO HEIGHT -    49.689 (meters)      163.02  (feet) ADJUSTED
 EH1445  ______________________________________________________________________
 EH1445  GEOID HEIGHT    -        -26.491 (meters)                     GEOID18
 EH1445  DYNAMIC HEIGHT  -         49.639 (meters)      162.86  (feet) COMP
 EH1445  MODELED GRAVITY -    979,641.4   (mgal)                       NAVD 88
 EH1445
 EH1445  VERT ORDER      -  FIRST     CLASS II
 EH1445
 EH1445.The horizontal coordinates were scaled from a map and have
 EH1445.an estimated accuracy of +/- 6 seconds.
 EH1445
 EH1445.The orthometric height was determined by differential leveling and
 EH1445.adjusted by the NATIONAL GEODETIC SURVEY
 EH1445.in June 1991.
 EH1445
 EH1445.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1445.GEOID18 height accuracy estimate available here.
 EH1445
 EH1445.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT784674(NAD 83)
 EH1445
 EH1445                          SUPERSEDED SURVEY CONTROL
 EH1445
 EH1445  NGVD 29 (11/26/84)   49.734  (m)          163.17   (f) ADJUSTED    1 2
 EH1445
 EH1445.Superseded values are not recommended for survey control.
 EH1445
 EH1445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1445.See file dsdata.pdf to determine how the superseded data were derived.
 EH1445
 EH1445_MARKER: DV = VERTICAL CONTROL 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_MARK LOGO: NGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1341 ***********************************************************************
 EH1341  DESIGNATION -  A 226
 EH1341  PID         -  EH1341
 EH1341  STATE/COUNTY-  AR/ARKANSAS
 EH1341  COUNTRY     -  US
 EH1341  USGS QUAD   -  DE WITT (2017)
 EH1341
 EH1341                         *CURRENT SURVEY CONTROL
 EH1341  ______________________________________________________________________
 EH1341* NAD 83(1986) POSITION- 34 16 55.9    (N) 091 20 31.7    (W)   HD_HELD2
 EH1341* NAVD 88 ORTHO HEIGHT -    58.440 (meters)      191.73  (feet) ADJUSTED
 EH1341  ______________________________________________________________________
 EH1341  GEOID HEIGHT    -        -26.407 (meters)                     GEOID18
 EH1341  DYNAMIC HEIGHT  -         58.383 (meters)      191.54  (feet) COMP
 EH1341  MODELED GRAVITY -    979,664.5   (mgal)                       NAVD 88
 EH1341
 EH1341  VERT ORDER      -  SECOND    CLASS I
 EH1341
 EH1341.The horizontal coordinates were established by autonomous hand held GPS
 EH1341.observations and have an estimated accuracy of +/- 10 meters.
 EH1341
 EH1341.The orthometric height was determined by differential leveling and
 EH1341.adjusted by the NATIONAL GEODETIC SURVEY
 EH1341.in September 2022.
 EH1341
 EH1341.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1341.GEOID18 height accuracy estimate available here.
 EH1341
 EH1341.Click photographs - Photos may exist for this station.
 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     -   579,377.      460,570.      MT  (+/- 10 meters HH2 GPS)
 EH1341
 EH1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT5259994689(NAD 83)
 EH1341
 EH1341                          SUPERSEDED SURVEY CONTROL
 EH1341
 EH1341  NAVD 88 (08/03/93)   58.380  (m)          191.54   (f) SUPERSEDED  1 2
 EH1341  NAVD 88 (06/15/91)   58.339  (m)          191.40   (f) SUPERSEDED  1 2
 EH1341  NGVD 29 (11/26/84)   58.406  (m)          191.62   (f) ADJUSTED    1 2
 EH1341
 EH1341.Superseded values are not recommended for survey control.
 EH1341
 EH1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1341.See file dsdata.pdf to determine how the superseded data were derived.
 EH1341
 EH1341_MARKER: DV = VERTICAL CONTROL 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_MARK LOGO: NGS
 EH1341_PROJECTION: FLUSH
 EH1341_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1341_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1341+SATELLITE: SATELLITE OBSERVATIONS - January 19, 2022
 EH1341
 EH1341  HISTORY     - Date     Condition        Report By
 EH1341  HISTORY     - 1976     MONUMENTED       NGS
 EH1341  HISTORY     - 20030414 GOOD             USACE
 EH1341  HISTORY     - 20220119 GOOD             ARHD
 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.
 EH1341
 EH1341                          STATION RECOVERY (2022)
 EH1341
 EH1341'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2022 (JDH)
 EH1341'RECOVERED IN GOOD CONDITION.
 EH1341'
 EH1341'NOTE-ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH (13 CM) LOGO CAP
 EH1341'THAT WAS ADDED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1305 ***********************************************************************
 EH1305  DESIGNATION -  A 227
 EH1305  PID         -  EH1305
 EH1305  STATE/COUNTY-  AR/ARKANSAS
 EH1305  COUNTRY     -  US
 EH1305  USGS QUAD   -  ARKANSAS POST (2017)
 EH1305
 EH1305                         *CURRENT SURVEY CONTROL
 EH1305  ______________________________________________________________________
 EH1305* NAD 83(1986) POSITION- 34 03 13.     (N) 091 22 23.     (W)   SCALED
 EH1305* NAVD 88 ORTHO HEIGHT -    54.058 (meters)      177.36  (feet) ADJUSTED
 EH1305  ______________________________________________________________________
 EH1305  GEOID HEIGHT    -        -26.166 (meters)                     GEOID18
 EH1305  DYNAMIC HEIGHT  -         54.005 (meters)      177.18  (feet) COMP
 EH1305  MODELED GRAVITY -    979,654.3   (mgal)                       NAVD 88
 EH1305
 EH1305  VERT ORDER      -  FIRST     CLASS II
 EH1305
 EH1305.The horizontal coordinates were scaled from a map and have
 EH1305.an estimated accuracy of +/- 6 seconds.
 EH1305
 EH1305.The orthometric height was determined by differential leveling and
 EH1305.adjusted by the NATIONAL GEODETIC SURVEY
 EH1305.in June 1991.
 EH1305
 EH1305.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1305.GEOID18 height accuracy estimate available here.
 EH1305
 EH1305.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT501692(NAD 83)
 EH1305
 EH1305                          SUPERSEDED SURVEY CONTROL
 EH1305
 EH1305  NGVD 29 (11/26/84)   54.120  (m)          177.56   (f) ADJUSTED    1 2
 EH1305
 EH1305.Superseded values are not recommended for survey control.
 EH1305
 EH1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1305.See file dsdata.pdf to determine how the superseded data were derived.
 EH1305
 EH1305_MARKER: DV = VERTICAL CONTROL DISK
 EH1305_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH1305_STAMPING: A 227 1976
 EH1305_MARK LOGO: NGS
 EH1305_PROJECTION: FLUSH
 EH1305_MAGNETIC: I = MARKER IS A STEEL ROD
 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_ROD/PIPE-DEPTH: 19.5 meters
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1394 ***********************************************************************
 EJ1394  DESIGNATION -  A 24
 EJ1394  PID         -  EJ1394
 EJ1394  STATE/COUNTY-  AR/MONTGOMERY
 EJ1394  COUNTRY     -  US
 EJ1394  USGS QUAD   -  NORMAN (2017)
 EJ1394
 EJ1394                         *CURRENT SURVEY CONTROL
 EJ1394  ______________________________________________________________________
 EJ1394* NAD 83(1986) POSITION- 34 26 53.82   (N) 093 40 32.12   (W)   HD_HELD1
 EJ1394* NAVD 88 ORTHO HEIGHT -   206.794 (meters)      678.46  (feet) ADJUSTED
 EJ1394  ______________________________________________________________________
 EJ1394  GEOID HEIGHT    -        -28.230 (meters)                     GEOID18
 EJ1394  DYNAMIC HEIGHT  -        206.584 (meters)      677.77  (feet) COMP
 EJ1394  MODELED GRAVITY -    979,616.5   (mgal)                       NAVD 88
 EJ1394
 EJ1394  VERT ORDER      -  SECOND    CLASS 0
 EJ1394
 EJ1394.The horizontal coordinates were determined by differentially corrected
 EJ1394.hand held GPS observations or other comparable positioning techniques
 EJ1394.and have an estimated accuracy of +/- 3 meters.
 EJ1394
 EJ1394.The orthometric height was determined by differential leveling and
 EJ1394.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1394.in June 1991.
 EJ1394
 EJ1394.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1394.GEOID18 height accuracy estimate available here.
 EJ1394
 EJ1394.Click photographs - Photos may exist for this station.
 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     -   598,865.7     246,034.4     MT  (+/- 3 meters HH1 GPS) 
 EJ1394
 EJ1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU3793912069(NAD 83)
 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
 EJ1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1394.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1394
 EJ1394_MARKER: DB = BENCH MARK DISK
 EJ1394_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EJ1394_SP_SET: CULVERT HEADWALL
 EJ1394_STAMPING: 678.306 A 24 1932
 EJ1394_MARK LOGO: CGS
 EJ1394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1394+STABILITY: SURFACE MOTION
 EJ1394_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EJ1394+SATELLITE: SATELLITE OBSERVATIONS - January 03, 2017
 EJ1394
 EJ1394  HISTORY     - Date     Condition        Report By
 EJ1394  HISTORY     - 1932     MONUMENTED       CGS
 EJ1394  HISTORY     - 1961     GOOD             CGS
 EJ1394  HISTORY     - 20170103 GOOD             ARHD
 EJ1394
 EJ1394                          STATION DESCRIPTION
 EJ1394
 EJ1394'DESCRIBED BY COAST AND 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.
 EJ1394
 EJ1394                          STATION RECOVERY (2017)
 EJ1394
 EJ1394'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2017 (MAR)
 EJ1394'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK0917 ***********************************************************************
 DK0917  DESIGNATION -  A 240
 DK0917  PID         -  DK0917
 DK0917  STATE/COUNTY-  AR/DESHA
 DK0917  COUNTRY     -  US
 DK0917  USGS QUAD   -  MCGEHEE NORTH (2017)
 DK0917
 DK0917                         *CURRENT SURVEY CONTROL
 DK0917  ______________________________________________________________________
 DK0917* NAD 83(1986) POSITION- 33 37 36.     (N) 091 23 36.     (W)   SCALED
 DK0917* NAVD 88 ORTHO HEIGHT -    45.803 (meters)      150.27  (feet) ADJUSTED
 DK0917  ______________________________________________________________________
 DK0917  GEOID HEIGHT    -        -26.216 (meters)                     GEOID18
 DK0917  DYNAMIC HEIGHT  -         45.756 (meters)      150.12  (feet) COMP
 DK0917  MODELED GRAVITY -    979,605.9   (mgal)                       NAVD 88
 DK0917
 DK0917  VERT ORDER      -  FIRST     CLASS II
 DK0917
 DK0917.The horizontal coordinates were scaled from a map and have
 DK0917.an estimated accuracy of +/- 6 seconds.
 DK0917
 DK0917.The orthometric height was determined by differential leveling and
 DK0917.adjusted by the NATIONAL GEODETIC SURVEY
 DK0917.in June 1991.
 DK0917
 DK0917.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK0917.GEOID18 height accuracy estimate available here.
 DK0917
 DK0917.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT490219(NAD 83)
 DK0917
 DK0917                          SUPERSEDED SURVEY CONTROL
 DK0917
 DK0917  NGVD 29 (11/26/84)   45.922  (m)          150.66   (f) ADJUSTED    1 2
 DK0917
 DK0917.Superseded values are not recommended for survey control.
 DK0917
 DK0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0917.See file dsdata.pdf to determine how the superseded data were derived.
 DK0917
 DK0917_MARKER: DB = BENCH MARK DISK
 DK0917_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DK0917_SP_SET: BUILDING WALL
 DK0917_STAMPING: A 240 1938
 DK0917_MARK LOGO: CGS
 DK0917_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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'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 DEPARTMENT OF TRANSPORTATION 2003
 DK0917'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0771 ***********************************************************************
 FF0771  DESIGNATION -  A 242
 FF0771  PID         -  FF0771
 FF0771  STATE/COUNTY-  AR/CRAIGHEAD
 FF0771  COUNTRY     -  US
 FF0771  USGS QUAD   -  JONESBORO (2017)
 FF0771
 FF0771                         *CURRENT SURVEY CONTROL
 FF0771  ______________________________________________________________________
 FF0771* NAD 83(1986) POSITION- 35 48 08.     (N) 090 39 38.     (W)   SCALED
 FF0771* NAVD 88 ORTHO HEIGHT -    77.157 (meters)      253.14  (feet) ADJUSTED
 FF0771  ______________________________________________________________________
 FF0771  GEOID HEIGHT    -        -27.822 (meters)                     GEOID18
 FF0771  DYNAMIC HEIGHT  -         77.091 (meters)      252.92  (feet) COMP
 FF0771  MODELED GRAVITY -    979,779.1   (mgal)                       NAVD 88
 FF0771
 FF0771  VERT ORDER      -  FIRST     CLASS II
 FF0771
 FF0771.The horizontal coordinates were scaled from a map and have
 FF0771.an estimated accuracy of +/- 6 seconds.
 FF0771
 FF0771.The orthometric height was determined by differential leveling and
 FF0771.adjusted by the NATIONAL GEODETIC SURVEY
 FF0771.in January 1995.
 FF0771
 FF0771.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0771.GEOID18 height accuracy estimate available here.
 FF0771
 FF0771.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV113645(NAD 83)
 FF0771
 FF0771                          SUPERSEDED SURVEY CONTROL
 FF0771
 FF0771  NAVD 88 (06/15/91)   77.165  (m)          253.17   (f) SUPERSEDED  1 2
 FF0771  NGVD 29 (11/26/84)   77.079  (m)          252.88   (f) ADJUSTED    1 2
 FF0771
 FF0771.Superseded values are not recommended for survey control.
 FF0771
 FF0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0771.See file dsdata.pdf to determine how the superseded data were derived.
 FF0771
 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 - October 08, 2008
 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  HISTORY     - 20081008 GOOD             INDIV
 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 DEPARTMENT OF TRANSPORTATION 2004 (DFC)
 FF0771'RECOVERED IN GOOD CONDITION.
 FF0771
 FF0771                          STATION RECOVERY (2008)
 FF0771
 FF0771'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (MPM)
 FF0771'RECOVERED AS DESCRIBED AND IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1023 ***********************************************************************
 EJ1023  DESIGNATION -  A 244
 EJ1023  PID         -  EJ1023
 EJ1023  STATE/COUNTY-  AR/GARLAND
 EJ1023  COUNTRY     -  US
 EJ1023  USGS QUAD   -  HAMILTON (2017)
 EJ1023
 EJ1023                         *CURRENT SURVEY CONTROL
 EJ1023  ______________________________________________________________________
 EJ1023* NAD 83(1986) POSITION- 34 37 33.     (N) 093 14 42.     (W)   SCALED
 EJ1023* NAVD 88 ORTHO HEIGHT -   144.936 (meters)      475.51  (feet) ADJUSTED
 EJ1023  ______________________________________________________________________
 EJ1023  GEOID HEIGHT    -        -27.990 (meters)                     GEOID18
 EJ1023  DYNAMIC HEIGHT  -        144.793 (meters)      475.04  (feet) COMP
 EJ1023  MODELED GRAVITY -    979,648.3   (mgal)                       NAVD 88
 EJ1023
 EJ1023  VERT ORDER      -  SECOND    CLASS 0
 EJ1023
 EJ1023.The horizontal coordinates were scaled from a map and have
 EJ1023.an estimated accuracy of +/- 6 seconds.
 EJ1023
 EJ1023.The orthometric height was determined by differential leveling and
 EJ1023.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1023.in June 1991.
 EJ1023
 EJ1023.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1023.GEOID18 height accuracy estimate available here.
 EJ1023
 EJ1023.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU775315(NAD 83)
 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
 EJ1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1023.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1023
 EJ1023_MARKER: DB = BENCH MARK DISK
 EJ1023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1023_STAMPING: A 244 1939
 EJ1023_MARK LOGO: CGS
 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             CGS
 EJ1023  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ1023
 EJ1023                          STATION DESCRIPTION
 EJ1023
 EJ1023'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DK0903 ***********************************************************************
 DK0903  DESIGNATION -  A 245
 DK0903  PID         -  DK0903
 DK0903  STATE/COUNTY-  AR/DESHA
 DK0903  COUNTRY     -  US
 DK0903  USGS QUAD   -  HALLEY (2017)
 DK0903
 DK0903                         *CURRENT SURVEY CONTROL
 DK0903  ______________________________________________________________________
 DK0903* NAD 83(1986) POSITION- 33 35 38.     (N) 091 15 46.     (W)   SCALED
 DK0903* NAVD 88 ORTHO HEIGHT -    43.990 (meters)      144.32  (feet) ADJUSTED
 DK0903  ______________________________________________________________________
 DK0903  GEOID HEIGHT    -        -26.419 (meters)                     GEOID18
 DK0903  DYNAMIC HEIGHT  -         43.944 (meters)      144.17  (feet) COMP
 DK0903  MODELED GRAVITY -    979,594.2   (mgal)                       NAVD 88
 DK0903
 DK0903  VERT ORDER      -  FIRST     CLASS II
 DK0903
 DK0903.The horizontal coordinates were scaled from a map and have
 DK0903.an estimated accuracy of +/- 6 seconds.
 DK0903
 DK0903.The orthometric height was determined by differential leveling and
 DK0903.adjusted by the NATIONAL GEODETIC SURVEY
 DK0903.in June 1991.
 DK0903
 DK0903.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK0903.GEOID18 height accuracy estimate available here.
 DK0903
 DK0903.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT611184(NAD 83)
 DK0903
 DK0903                          SUPERSEDED SURVEY CONTROL
 DK0903
 DK0903  NGVD 29 (11/26/84)   44.107  (m)          144.71   (f) ADJUSTED    1 2
 DK0903
 DK0903.Superseded values are not recommended for survey control.
 DK0903
 DK0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0903.See file dsdata.pdf to determine how the superseded data were derived.
 DK0903
 DK0903_MARKER: DB = BENCH MARK DISK
 DK0903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0903_STAMPING: A 245 1939
 DK0903_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1138 ***********************************************************************
 FF1138  DESIGNATION -  A 246
 FF1138  PID         -  FF1138
 FF1138  STATE/COUNTY-  AR/JACKSON
 FF1138  COUNTRY     -  US
 FF1138  USGS QUAD   -  AUVERGNE (2017)
 FF1138
 FF1138                         *CURRENT SURVEY CONTROL
 FF1138  ______________________________________________________________________
 FF1138* NAD 83(1986) POSITION- 35 32 31.     (N) 091 10 36.     (W)   SCALED
 FF1138* NAVD 88 ORTHO HEIGHT -    67.827 (meters)      222.53  (feet) ADJUSTED
 FF1138  ______________________________________________________________________
 FF1138  GEOID HEIGHT    -        -27.497 (meters)                     GEOID18
 FF1138  DYNAMIC HEIGHT  -         67.768 (meters)      222.34  (feet) COMP
 FF1138  MODELED GRAVITY -    979,763.0   (mgal)                       NAVD 88
 FF1138
 FF1138  VERT ORDER      -  SECOND    CLASS 0
 FF1138
 FF1138.The horizontal coordinates were scaled from a map and have
 FF1138.an estimated accuracy of +/- 6 seconds.
 FF1138
 FF1138.The orthometric height was determined by differential leveling and
 FF1138.adjusted by the NATIONAL GEODETIC SURVEY
 FF1138.in June 1991.
 FF1138
 FF1138.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1138.GEOID18 height accuracy estimate available here.
 FF1138
 FF1138.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV652346(NAD 83)
 FF1138
 FF1138                          SUPERSEDED SURVEY CONTROL
 FF1138
 FF1138  NGVD 29 (11/26/84)   67.763  (m)          222.32   (f) ADJUSTED    2 0
 FF1138
 FF1138.Superseded values are not recommended for survey control.
 FF1138
 FF1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1138.See file dsdata.pdf to determine how the superseded data were derived.
 FF1138
 FF1138_MARKER: DB = BENCH MARK DISK
 FF1138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1138_STAMPING: A 246 1938
 FF1138_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 DL0182 ***********************************************************************
 DL0182  DESIGNATION -  A 247
 DL0182  PID         -  DL0182
 DL0182  STATE/COUNTY-  AR/CALHOUN
 DL0182  COUNTRY     -  US
 DL0182  USGS QUAD   -  ARTESIAN (2017)
 DL0182
 DL0182                         *CURRENT SURVEY CONTROL
 DL0182  ______________________________________________________________________
 DL0182* NAD 83(1986) POSITION- 33 28 08.     (N) 092 25 57.     (W)   SCALED
 DL0182* NAVD 88 ORTHO HEIGHT -    44.742 (meters)      146.79  (feet) ADJUSTED
 DL0182  ______________________________________________________________________
 DL0182  GEOID HEIGHT    -        -26.160 (meters)                     GEOID18
 DL0182  DYNAMIC HEIGHT  -         44.695 (meters)      146.64  (feet) COMP
 DL0182  MODELED GRAVITY -    979,593.2   (mgal)                       NAVD 88
 DL0182
 DL0182  VERT ORDER      -  SECOND    CLASS 0
 DL0182
 DL0182.The horizontal coordinates were scaled from a map and have
 DL0182.an estimated accuracy of +/- 6 seconds.
 DL0182
 DL0182.The orthometric height was determined by differential leveling and
 DL0182.adjusted by the NATIONAL GEODETIC SURVEY
 DL0182.in June 1991.
 DL0182
 DL0182.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0182.GEOID18 height accuracy estimate available here.
 DL0182
 DL0182.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT527034(NAD 83)
 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
 DL0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0182.See file dsdata.pdf to determine how the superseded data were derived.
 DL0182
 DL0182_MARKER: DB = BENCH MARK DISK
 DL0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0182_STAMPING: A 247 1938
 DL0182_MARK LOGO: CGS
 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             CGS
 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 COAST AND GEODETIC SURVEY 1964
 DL0182'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0699 ***********************************************************************
 FG0699  DESIGNATION -  A 248
 FG0699  PID         -  FG0699
 FG0699  STATE/COUNTY-  AR/VAN BUREN
 FG0699  COUNTRY     -  US
 FG0699  USGS QUAD   -  SCOTLAND (2017)
 FG0699
 FG0699                         *CURRENT SURVEY CONTROL
 FG0699  ______________________________________________________________________
 FG0699* NAD 83(1986) POSITION- 35 33 59.     (N) 092 36 41.     (W)   SCALED
 FG0699* NAVD 88 ORTHO HEIGHT -   205.167 (meters)      673.12  (feet) ADJUSTED
 FG0699  ______________________________________________________________________
 FG0699  GEOID HEIGHT    -        -28.069 (meters)                     GEOID18
 FG0699  DYNAMIC HEIGHT  -        204.978 (meters)      672.50  (feet) COMP
 FG0699  MODELED GRAVITY -    979,707.3   (mgal)                       NAVD 88
 FG0699
 FG0699  VERT ORDER      -  SECOND    CLASS 0
 FG0699
 FG0699.The horizontal coordinates were scaled from a map and have
 FG0699.an estimated accuracy of +/- 6 seconds.
 FG0699
 FG0699.The orthometric height was determined by differential leveling and
 FG0699.adjusted by the NATIONAL GEODETIC SURVEY
 FG0699.in June 1991.
 FG0699
 FG0699.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0699.GEOID18 height accuracy estimate available here.
 FG0699
 FG0699.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV352359(NAD 83)
 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
 FG0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0699.See file dsdata.pdf to determine how the superseded data were derived.
 FG0699
 FG0699_MARKER: DB = BENCH MARK DISK
 FG0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0699_STAMPING: A 248 1939
 FG0699_MARK LOGO: CGS
 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   CGS
 FG0699
 FG0699                          STATION DESCRIPTION
 FG0699
 FG0699'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DK0854 ***********************************************************************
 DK0854  DESIGNATION -  A 249
 DK0854  PID         -  DK0854
 DK0854  STATE/COUNTY-  AR/DESHA
 DK0854  COUNTRY     -  US
 DK0854  USGS QUAD   -  WATSON (2017)
 DK0854
 DK0854                         *CURRENT SURVEY CONTROL
 DK0854  ______________________________________________________________________
 DK0854* NAD 83(1986) POSITION- 33 55 02.5    (N) 091 19 34.9    (W)   HD_HELD2
 DK0854* NAVD 88 ORTHO HEIGHT -    47.919 (meters)      157.21  (feet) ADJUSTED
 DK0854  ______________________________________________________________________
 DK0854  GEOID HEIGHT    -        -26.220 (meters)                     GEOID18
 DK0854  DYNAMIC HEIGHT  -         47.871 (meters)      157.06  (feet) COMP
 DK0854  MODELED GRAVITY -    979,641.8   (mgal)                       NAVD 88
 DK0854
 DK0854  VERT ORDER      -  FIRST     CLASS II
 DK0854
 DK0854.The horizontal coordinates were established by autonomous hand held GPS
 DK0854.observations and have an estimated accuracy of +/- 10 meters.
 DK0854
 DK0854.The orthometric height was determined by differential leveling and
 DK0854.adjusted by the NATIONAL GEODETIC SURVEY
 DK0854.in June 1991.
 DK0854
 DK0854.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK0854.GEOID18 height accuracy estimate available here.
 DK0854
 DK0854.Click photographs - Photos may exist for this station.
 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     -   538,922.      462,289.      MT  (+/- 10 meters HH2 GPS)
 DK0854
 DK0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT5471454254(NAD 83)
 DK0854
 DK0854                          SUPERSEDED SURVEY CONTROL
 DK0854
 DK0854  NGVD 29 (11/26/84)   47.986  (m)          157.43   (f) ADJUSTED    1 2
 DK0854
 DK0854.Superseded values are not recommended for survey control.
 DK0854
 DK0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0854.See file dsdata.pdf to determine how the superseded data were derived.
 DK0854
 DK0854_MARKER: DB = BENCH MARK DISK
 DK0854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0854_STAMPING: A 249 1940
 DK0854_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0955 ***********************************************************************
 EJ0955  DESIGNATION -  A 25
 EJ0955  PID         -  EJ0955
 EJ0955  STATE/COUNTY-  AR/YELL
 EJ0955  COUNTRY     -  US
 EJ0955  USGS QUAD   -  PLAINVIEW (2017)
 EJ0955
 EJ0955                         *CURRENT SURVEY CONTROL
 EJ0955  ______________________________________________________________________
 EJ0955* NAD 83(1986) POSITION- 34 59 03.     (N) 093 19 47.     (W)   SCALED
 EJ0955* NAVD 88 ORTHO HEIGHT -   112.193 (meters)      368.09  (feet) ADJUSTED
 EJ0955  ______________________________________________________________________
 EJ0955  GEOID HEIGHT    -        -29.369 (meters)                     GEOID18
 EJ0955  DYNAMIC HEIGHT  -        112.083 (meters)      367.73  (feet) COMP
 EJ0955  MODELED GRAVITY -    979,654.5   (mgal)                       NAVD 88
 EJ0955
 EJ0955  VERT ORDER      -  SECOND    CLASS 0
 EJ0955
 EJ0955.The horizontal coordinates were scaled from a map and have
 EJ0955.an estimated accuracy of +/- 6 seconds.
 EJ0955
 EJ0955.The orthometric height was determined by differential leveling and
 EJ0955.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0955.in June 1991.
 EJ0955
 EJ0955.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0955.GEOID18 height accuracy estimate available here.
 EJ0955
 EJ0955.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU699713(NAD 83)
 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
 EJ0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0955.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0955
 EJ0955_MARKER: DB = BENCH MARK DISK
 EJ0955_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EJ0955_SP_SET: BOX CULVERT HEADWALL
 EJ0955_STAMPING: A 25 1932
 EJ0955_MARK LOGO: CGS
 EJ0955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0955+STABILITY: SURFACE MOTION
 EJ0955
 EJ0955  HISTORY     - Date     Condition        Report By
 EJ0955  HISTORY     - 1932     MONUMENTED       CGS
 EJ0955  HISTORY     - 1935     GOOD             CGS
 EJ0955  HISTORY     - 1968     MARK NOT FOUND   USGS
 EJ0955
 EJ0955                          STATION DESCRIPTION
 EJ0955
 EJ0955'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1587 ***********************************************************************
 EH1587  DESIGNATION -  A 250
 EH1587  PID         -  EH1587
 EH1587  STATE/COUNTY-  AR/JEFFERSON
 EH1587  COUNTRY     -  US
 EH1587  USGS QUAD   -  MOSCOW (2017)
 EH1587
 EH1587                         *CURRENT SURVEY CONTROL
 EH1587  ______________________________________________________________________
 EH1587* NAD 83(1986) POSITION- 34 09 09.     (N) 091 47 36.     (W)   SCALED
 EH1587* NAVD 88 ORTHO HEIGHT -    58.901 (meters)      193.24  (feet) ADJUSTED
 EH1587  ______________________________________________________________________
 EH1587  GEOID HEIGHT    -        -25.951 (meters)                     GEOID18
 EH1587  DYNAMIC HEIGHT  -         58.844 (meters)      193.06  (feet) COMP
 EH1587  MODELED GRAVITY -    979,664.5   (mgal)                       NAVD 88
 EH1587
 EH1587  VERT ORDER      -  SECOND    CLASS 0
 EH1587
 EH1587.The horizontal coordinates were scaled from a map and have
 EH1587.an estimated accuracy of +/- 6 seconds.
 EH1587
 EH1587.The orthometric height was determined by differential leveling and
 EH1587.adjusted by the NATIONAL GEODETIC SURVEY
 EH1587.in June 1991.
 EH1587
 EH1587.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1587.GEOID18 height accuracy estimate available here.
 EH1587
 EH1587.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT112797(NAD 83)
 EH1587
 EH1587                          SUPERSEDED SURVEY CONTROL
 EH1587
 EH1587  NGVD 29 (11/26/84)   58.986  (m)          193.52   (f) ADJUSTED    2 0
 EH1587
 EH1587.Superseded values are not recommended for survey control.
 EH1587
 EH1587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1587.See file dsdata.pdf to determine how the superseded data were derived.
 EH1587
 EH1587_MARKER: DB = BENCH MARK DISK
 EH1587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1587_STAMPING: A 250 1940
 EH1587_MARK LOGO: CGS
 EH1587_PROJECTION: PROJECTING 13 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0162 ***********************************************************************
 EJ0162  DESIGNATION -  A 251
 EJ0162  PID         -  EJ0162
 EJ0162  STATE/COUNTY-  AR/PULASKI
 EJ0162  COUNTRY     -  US
 EJ0162  USGS QUAD   -  SWEET HOME (2017)
 EJ0162
 EJ0162                         *CURRENT SURVEY CONTROL
 EJ0162  ______________________________________________________________________
 EJ0162* NAD 83(1986) POSITION- 34 39 32.     (N) 092 11 56.     (W)   SCALED
 EJ0162* NAVD 88 ORTHO HEIGHT -    71.907 (meters)      235.91  (feet) ADJUSTED
 EJ0162  ______________________________________________________________________
 EJ0162  GEOID HEIGHT    -        -26.532 (meters)                     GEOID18
 EJ0162  DYNAMIC HEIGHT  -         71.839 (meters)      235.69  (feet) COMP
 EJ0162  MODELED GRAVITY -    979,690.0   (mgal)                       NAVD 88
 EJ0162
 EJ0162  VERT ORDER      -  SECOND    CLASS 0
 EJ0162
 EJ0162.The horizontal coordinates were scaled from a map and have
 EJ0162.an estimated accuracy of +/- 6 seconds.
 EJ0162
 EJ0162.The orthometric height was determined by differential leveling and
 EJ0162.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0162.in June 1991.
 EJ0162
 EJ0162.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0162.GEOID18 height accuracy estimate available here.
 EJ0162
 EJ0162.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU734355(NAD 83)
 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
 EJ0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0162.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0162
 EJ0162_MARKER: DB = BENCH MARK DISK
 EJ0162_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0162_STAMPING: A 251 1940
 EJ0162_MARK LOGO: CGS
 EJ0162_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0602 ***********************************************************************
 EJ0602  DESIGNATION -  A 252
 EJ0602  PID         -  EJ0602
 EJ0602  STATE/COUNTY-  AR/JEFFERSON
 EJ0602  COUNTRY     -  US
 EJ0602  USGS QUAD   -  WRIGHT (2017)
 EJ0602
 EJ0602                         *CURRENT SURVEY CONTROL
 EJ0602  ______________________________________________________________________
 EJ0602* NAD 83(1986) POSITION- 34 26 17.     (N) 092 04 34.     (W)   SCALED
 EJ0602* NAVD 88 ORTHO HEIGHT -    69.310 (meters)      227.39  (feet) ADJUSTED
 EJ0602  ______________________________________________________________________
 EJ0602  GEOID HEIGHT    -        -26.132 (meters)                     GEOID18
 EJ0602  DYNAMIC HEIGHT  -         69.244 (meters)      227.18  (feet) COMP
 EJ0602  MODELED GRAVITY -    979,688.7   (mgal)                       NAVD 88
 EJ0602
 EJ0602  VERT ORDER      -  SECOND    CLASS 0
 EJ0602
 EJ0602.The horizontal coordinates were scaled from a map and have
 EJ0602.an estimated accuracy of +/- 6 seconds.
 EJ0602
 EJ0602.The orthometric height was determined by differential leveling and
 EJ0602.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0602.in June 1991.
 EJ0602
 EJ0602.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0602.GEOID18 height accuracy estimate available here.
 EJ0602
 EJ0602.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU848111(NAD 83)
 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
 EJ0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0602.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0602
 EJ0602_MARKER: DB = BENCH MARK DISK
 EJ0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0602_STAMPING: A 252 1940
 EJ0602_MARK LOGO: CGS
 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.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0196 ***********************************************************************
 EJ0196  DESIGNATION -  A 253
 EJ0196  PID         -  EJ0196
 EJ0196  STATE/COUNTY-  AR/PULASKI
 EJ0196  COUNTRY     -  US
 EJ0196  USGS QUAD   -  SWEET HOME (2017)
 EJ0196
 EJ0196                         *CURRENT SURVEY CONTROL
 EJ0196  ______________________________________________________________________
 EJ0196* NAD 83(1986) POSITION- 34 42 22.     (N) 092 07 32.     (W)   SCALED
 EJ0196* NAVD 88 ORTHO HEIGHT -    75.479 (meters)      247.63  (feet) ADJUSTED
 EJ0196  ______________________________________________________________________
 EJ0196  GEOID HEIGHT    -        -26.557 (meters)                     GEOID18
 EJ0196  DYNAMIC HEIGHT  -         75.409 (meters)      247.40  (feet) COMP
 EJ0196  MODELED GRAVITY -    979,704.1   (mgal)                       NAVD 88
 EJ0196
 EJ0196  VERT ORDER      -  SECOND    CLASS 0
 EJ0196
 EJ0196.The horizontal coordinates were scaled from a map and have
 EJ0196.an estimated accuracy of +/- 6 seconds.
 EJ0196
 EJ0196.The orthometric height was determined by differential leveling and
 EJ0196.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0196.in June 1991.
 EJ0196
 EJ0196.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0196.GEOID18 height accuracy estimate available here.
 EJ0196
 EJ0196.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU800408(NAD 83)
 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
 EJ0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0196.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0196
 EJ0196_MARKER: DB = BENCH MARK DISK
 EJ0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0196_STAMPING: A 253 1940
 EJ0196_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1108 ***********************************************************************
 FG1108  DESIGNATION -  A 254
 FG1108  PID         -  FG1108
 FG1108  STATE/COUNTY-  AR/LOGAN
 FG1108  COUNTRY     -  US
 FG1108  USGS QUAD   -  NEW BLAINE (2017)
 FG1108
 FG1108                         *CURRENT SURVEY CONTROL
 FG1108  ______________________________________________________________________
 FG1108* NAD 83(1986) POSITION- 35 19 17.     (N) 093 25 46.     (W)   SCALED
 FG1108* NAVD 88 ORTHO HEIGHT -   100.455 (meters)      329.58  (feet) ADJUSTED
 FG1108  ______________________________________________________________________
 FG1108  GEOID HEIGHT    -        -29.475 (meters)                     GEOID18
 FG1108  DYNAMIC HEIGHT  -        100.360 (meters)      329.26  (feet) COMP
 FG1108  MODELED GRAVITY -    979,690.7   (mgal)                       NAVD 88
 FG1108
 FG1108  VERT ORDER      -  SECOND    CLASS 0
 FG1108
 FG1108.The horizontal coordinates were scaled from a map and have
 FG1108.an estimated accuracy of +/- 6 seconds.
 FG1108
 FG1108.The orthometric height was determined by differential leveling and
 FG1108.adjusted by the NATIONAL GEODETIC SURVEY
 FG1108.in June 1991.
 FG1108
 FG1108.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1108.GEOID18 height accuracy estimate available here.
 FG1108
 FG1108.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV609087(NAD 83)
 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
 FG1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1108.See file dsdata.pdf to determine how the superseded data were derived.
 FG1108
 FG1108_MARKER: DB = BENCH MARK DISK
 FG1108_STAMPING: A 254 1940
 FG1108_MARK LOGO: CGS
 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             CGS
 FG1108
 FG1108                          STATION DESCRIPTION
 FG1108
 FG1108'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG1229 ***********************************************************************
 FG1229  DESIGNATION -  A 255
 FG1229  PID         -  FG1229
 FG1229  STATE/COUNTY-  AR/LOGAN
 FG1229  COUNTRY     -  US
 FG1229  USGS QUAD   -  PARIS (2017)
 FG1229
 FG1229                         *CURRENT SURVEY CONTROL
 FG1229  ______________________________________________________________________
 FG1229* NAD 83(1986) POSITION- 35 22 06.     (N) 093 42 01.     (W)   SCALED
 FG1229* NAVD 88 ORTHO HEIGHT -   108.378 (meters)      355.57  (feet) ADJUSTED
 FG1229  ______________________________________________________________________
 FG1229  GEOID HEIGHT    -        -29.555 (meters)                     GEOID18
 FG1229  DYNAMIC HEIGHT  -        108.276 (meters)      355.24  (feet) COMP
 FG1229  MODELED GRAVITY -    979,696.3   (mgal)                       NAVD 88
 FG1229
 FG1229  VERT ORDER      -  SECOND    CLASS 0
 FG1229
 FG1229.The horizontal coordinates were scaled from a map and have
 FG1229.an estimated accuracy of +/- 6 seconds.
 FG1229
 FG1229.The orthometric height was determined by differential leveling and
 FG1229.adjusted by the NATIONAL GEODETIC SURVEY
 FG1229.in June 1991.
 FG1229
 FG1229.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1229.GEOID18 height accuracy estimate available here.
 FG1229
 FG1229.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV363141(NAD 83)
 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
 FG1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1229.See file dsdata.pdf to determine how the superseded data were derived.
 FG1229
 FG1229_MARKER: DB = BENCH MARK DISK
 FG1229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1229_STAMPING: A 255 1940
 FG1229_MARK LOGO: CGS
 FG1229_PROJECTION: PROJECTING 13 CENTIMETERS
 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   CGS
 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 COAST AND GEODETIC SURVEY 1959
 FG1229'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FH0202 ***********************************************************************
 FH0202  DESIGNATION -  A 257
 FH0202  PID         -  FH0202
 FH0202  STATE/COUNTY-  AR/SEBASTIAN
 FH0202  COUNTRY     -  US
 FH0202  USGS QUAD   -  BARLING (2017)
 FH0202
 FH0202                         *CURRENT SURVEY CONTROL
 FH0202  ______________________________________________________________________
 FH0202* NAD 83(1986) POSITION- 35 19 14.     (N) 094 17 17.     (W)   SCALED
 FH0202* NAVD 88 ORTHO HEIGHT -   123.105 (meters)      403.89  (feet) ADJUSTED
 FH0202  ______________________________________________________________________
 FH0202  GEOID HEIGHT    -        -30.197 (meters)                     GEOID18
 FH0202  DYNAMIC HEIGHT  -        122.988 (meters)      403.50  (feet) COMP
 FH0202  MODELED GRAVITY -    979,686.2   (mgal)                       NAVD 88
 FH0202
 FH0202  VERT ORDER      -  SECOND    CLASS 0
 FH0202
 FH0202.The horizontal coordinates were scaled from a map and have
 FH0202.an estimated accuracy of +/- 6 seconds.
 FH0202
 FH0202.The orthometric height was determined by differential leveling and
 FH0202.adjusted by the NATIONAL GEODETIC SURVEY
 FH0202.in June 1991.
 FH0202
 FH0202.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0202.GEOID18 height accuracy estimate available here.
 FH0202
 FH0202.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV829093(NAD 83)
 FH0202
 FH0202                          SUPERSEDED SURVEY CONTROL
 FH0202
 FH0202  NGVD 29 (??/??/92)  123.01   (m)          403.6    (f) COMPUTED    2 0
 FH0202
 FH0202.Superseded values are not recommended for survey control.
 FH0202
 FH0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0202.See file dsdata.pdf to determine how the superseded data were derived.
 FH0202
 FH0202_MARKER: DB = BENCH MARK DISK
 FH0202_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FH0202_SP_SET: BRIDGE
 FH0202_STAMPING: A 257 1940
 FH0202_MARK LOGO: CGS
 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   CGS
 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DL1150 ***********************************************************************
 DL1150  DESIGNATION -  A 258
 DL1150  PID         -  DL1150
 DL1150  STATE/COUNTY-  AR/MILLER
 DL1150  COUNTRY     -  US
 DL1150  USGS QUAD   -  GARLAND (2017)
 DL1150
 DL1150                         *CURRENT SURVEY CONTROL
 DL1150  ______________________________________________________________________
 DL1150* NAD 83(1986) POSITION- 33 21 38.     (N) 093 42 54.     (W)   SCALED
 DL1150* NAVD 88 ORTHO HEIGHT -    71.536 (meters)      234.70  (feet) ADJUSTED
 DL1150  ______________________________________________________________________
 DL1150  GEOID HEIGHT    -        -26.800 (meters)                     GEOID18
 DL1150  DYNAMIC HEIGHT  -         71.459 (meters)      234.45  (feet) COMP
 DL1150  MODELED GRAVITY -    979,567.4   (mgal)                       NAVD 88
 DL1150
 DL1150  VERT ORDER      -  FIRST     CLASS I
 DL1150
 DL1150.The horizontal coordinates were scaled from a map and have
 DL1150.an estimated accuracy of +/- 6 seconds.
 DL1150
 DL1150.The orthometric height was determined by differential leveling and
 DL1150.adjusted by the NATIONAL GEODETIC SURVEY
 DL1150.in June 1991.
 DL1150
 DL1150.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1150.GEOID18 height accuracy estimate available here.
 DL1150
 DL1150.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS334914(NAD 83)
 DL1150
 DL1150                          SUPERSEDED SURVEY CONTROL
 DL1150
 DL1150  NGVD 29 (11/26/84)   71.567  (m)          234.80   (f) ADJUSTED    1 1
 DL1150
 DL1150.Superseded values are not recommended for survey control.
 DL1150
 DL1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1150.See file dsdata.pdf to determine how the superseded data were derived.
 DL1150
 DL1150_MARKER: DV = VERTICAL CONTROL DISK
 DL1150_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DL1150+WITH SETTING: PAVEMENT
 DL1150_SP_SET: FLAGPOLE BASE
 DL1150_STAMPING: A 258 1977
 DL1150_MARK LOGO: NGS
 DL1150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1150+STABILITY: SURFACE MOTION
 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'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 DEPARTMENT OF TRANSPORTATION 2004 (WDA)
 DL1150'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL1123 ***********************************************************************
 DL1123  DESIGNATION -  A 259
 DL1123  PID         -  DL1123
 DL1123  STATE/COUNTY-  AR/MILLER
 DL1123  COUNTRY     -  US
 DL1123  USGS QUAD   -  DODDRIDGE NE (2017)
 DL1123
 DL1123                         *CURRENT SURVEY CONTROL
 DL1123  ______________________________________________________________________
 DL1123* NAD 83(1986) POSITION- 33 10 12.     (N) 093 48 21.     (W)   SCALED
 DL1123* NAVD 88 ORTHO HEIGHT -    64.078 (meters)      210.23  (feet) ADJUSTED
 DL1123  ______________________________________________________________________
 DL1123  GEOID HEIGHT    -        -26.618 (meters)                     GEOID18
 DL1123  DYNAMIC HEIGHT  -         64.009 (meters)      210.00  (feet) COMP
 DL1123  MODELED GRAVITY -    979,552.2   (mgal)                       NAVD 88
 DL1123
 DL1123  VERT ORDER      -  FIRST     CLASS I
 DL1123
 DL1123.The horizontal coordinates were scaled from a map and have
 DL1123.an estimated accuracy of +/- 6 seconds.
 DL1123
 DL1123.The orthometric height was determined by differential leveling and
 DL1123.adjusted by the NATIONAL GEODETIC SURVEY
 DL1123.in June 1991.
 DL1123
 DL1123.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1123.GEOID18 height accuracy estimate available here.
 DL1123
 DL1123.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS248704(NAD 83)
 DL1123
 DL1123                          SUPERSEDED SURVEY CONTROL
 DL1123
 DL1123  NGVD 29 (11/26/84)   64.107  (m)          210.32   (f) ADJUSTED    1 1
 DL1123
 DL1123.Superseded values are not recommended for survey control.
 DL1123
 DL1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1123.See file dsdata.pdf to determine how the superseded data were derived.
 DL1123
 DL1123_MARKER: DV = VERTICAL CONTROL DISK
 DL1123_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DL1123+WITH SETTING: INTO GROUND
 DL1123_STAMPING: A 259 1977
 DL1123_MARK LOGO: NGS
 DL1123_MAGNETIC: I = MARKER IS A STEEL ROD
 DL1123_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0282 ***********************************************************************
 GE0282  DESIGNATION -  A 26
 GE0282  PID         -  GE0282
 GE0282  STATE/COUNTY-  AR/RANDOLPH
 GE0282  COUNTRY     -  US
 GE0282  USGS QUAD   -  POCAHONTAS (2017)
 GE0282
 GE0282                         *CURRENT SURVEY CONTROL
 GE0282  ______________________________________________________________________
 GE0282* NAD 83(1986) POSITION- 36 16 33.     (N) 090 57 10.     (W)   SCALED
 GE0282* NAVD 88 ORTHO HEIGHT -    81.587 (meters)      267.67  (feet) ADJUSTED
 GE0282  ______________________________________________________________________
 GE0282  GEOID HEIGHT    -        -28.330 (meters)                     GEOID18
 GE0282  DYNAMIC HEIGHT  -         81.521 (meters)      267.46  (feet) COMP
 GE0282  MODELED GRAVITY -    979,820.4   (mgal)                       NAVD 88
 GE0282
 GE0282  VERT ORDER      -  FIRST     CLASS II
 GE0282
 GE0282.The horizontal coordinates were scaled from a map and have
 GE0282.an estimated accuracy of +/- 6 seconds.
 GE0282
 GE0282.The orthometric height was determined by differential leveling and
 GE0282.adjusted by the NATIONAL GEODETIC SURVEY
 GE0282.in June 1991.
 GE0282
 GE0282.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0282.GEOID18 height accuracy estimate available here.
 GE0282
 GE0282.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA838164(NAD 83)
 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
 GE0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0282.See file dsdata.pdf to determine how the superseded data were derived.
 GE0282
 GE0282_MARKER: DB = BENCH MARK DISK
 GE0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0282_STAMPING: 267.473 A 26 1932
 GE0282_MARK LOGO: CGS
 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             CGS
 GE0282  HISTORY     - 20020912 MARK NOT FOUND   USACE
 GE0282
 GE0282                          STATION DESCRIPTION
 GE0282
 GE0282'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DL1179 ***********************************************************************
 DL1179  DESIGNATION -  A 260
 DL1179  PID         -  DL1179
 DL1179  STATE/COUNTY-  AR/MILLER
 DL1179  COUNTRY     -  US
 DL1179  USGS QUAD   -  FULTON (2017)
 DL1179
 DL1179                         *CURRENT SURVEY CONTROL
 DL1179  ______________________________________________________________________
 DL1179* NAD 83(1986) POSITION- 33 33 08.74   (N) 093 52 18.72   (W)   HD_HELD1
 DL1179* NAVD 88 ORTHO HEIGHT -    79.996 (meters)      262.45  (feet) ADJUSTED
 DL1179  ______________________________________________________________________
 DL1179  GEOID HEIGHT    -        -27.017 (meters)                     GEOID18
 DL1179  DYNAMIC HEIGHT  -         79.912 (meters)      262.18  (feet) COMP
 DL1179  MODELED GRAVITY -    979,582.2   (mgal)                       NAVD 88
 DL1179
 DL1179  VERT ORDER      -  FIRST     CLASS I
 DL1179
 DL1179.The horizontal coordinates were determined by differentially corrected
 DL1179.hand held GPS observations or other comparable positioning techniques
 DL1179.and have an estimated accuracy of +/- 3 meters.
 DL1179
 DL1179.The orthometric height was determined by differential leveling and
 DL1179.adjusted by the NATIONAL GEODETIC SURVEY
 DL1179.in June 1991.
 DL1179
 DL1179.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1179.GEOID18 height accuracy estimate available here.
 DL1179
 DL1179.Click photographs - Photos may exist for this station.
 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     -   499,831.4     226,184.1     MT  (+/- 3 meters HH1 GPS) 
 DL1179
 DL1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT1906312872(NAD 83)
 DL1179
 DL1179                          SUPERSEDED SURVEY CONTROL
 DL1179
 DL1179  NGVD 29 (11/26/84)   80.010  (m)          262.50   (f) ADJUSTED    1 1
 DL1179
 DL1179.Superseded values are not recommended for survey control.
 DL1179
 DL1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1179.See file dsdata.pdf to determine how the superseded data were derived.
 DL1179
 DL1179_MARKER: DV = VERTICAL CONTROL DISK
 DL1179_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL1179_SP_SET: BOX CULVERT HEADWALL
 DL1179_STAMPING: A 260 1977
 DL1179_MARK LOGO: NGS
 DL1179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1179+STABILITY: SURFACE MOTION
 DL1179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1179+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2016
 DL1179
 DL1179  HISTORY     - Date     Condition        Report By
 DL1179  HISTORY     - 1977     MONUMENTED       NGS
 DL1179  HISTORY     - 20160323 GOOD             ARHD
 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.
 DL1179
 DL1179                          STATION RECOVERY (2016)
 DL1179
 DL1179'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (RTH)
 DL1179'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL1180 ***********************************************************************
 DL1180  DESIGNATION -  A 261
 DL1180  PID         -  DL1180
 DL1180  STATE/COUNTY-  AR/MILLER
 DL1180  COUNTRY     -  US
 DL1180  USGS QUAD   -  HOMAN (2017)
 DL1180
 DL1180                         *CURRENT SURVEY CONTROL
 DL1180  ______________________________________________________________________
 DL1180* NAD 83(1986) POSITION- 33 32 35.     (N) 093 53 12.     (W)   SCALED
 DL1180* NAVD 88 ORTHO HEIGHT -    81.750 (meters)      268.21  (feet) ADJUSTED
 DL1180  ______________________________________________________________________
 DL1180  GEOID HEIGHT    -        -27.010 (meters)                     GEOID18
 DL1180  DYNAMIC HEIGHT  -         81.664 (meters)      267.93  (feet) COMP
 DL1180  MODELED GRAVITY -    979,580.9   (mgal)                       NAVD 88
 DL1180
 DL1180  VERT ORDER      -  FIRST     CLASS I
 DL1180
 DL1180.The horizontal coordinates were scaled from a map and have
 DL1180.an estimated accuracy of +/- 6 seconds.
 DL1180
 DL1180.The orthometric height was determined by differential leveling and
 DL1180.adjusted by the NATIONAL GEODETIC SURVEY
 DL1180.in June 1991.
 DL1180
 DL1180.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1180.GEOID18 height accuracy estimate available here.
 DL1180
 DL1180.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT176118(NAD 83)
 DL1180
 DL1180                          SUPERSEDED SURVEY CONTROL
 DL1180
 DL1180  NGVD 29 (11/26/84)   81.764  (m)          268.25   (f) ADJUSTED    1 1
 DL1180
 DL1180.Superseded values are not recommended for survey control.
 DL1180
 DL1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1180.See file dsdata.pdf to determine how the superseded data were derived.
 DL1180
 DL1180_MARKER: DV = VERTICAL CONTROL DISK
 DL1180_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL1180_STAMPING: A 261 1977
 DL1180_MARK LOGO: NGS
 DL1180_MAGNETIC: I = MARKER IS A STEEL ROD
 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 = MARCH 20, 2026 22:17:28 EDT
 GG0080 ***********************************************************************
 GG0080  DESIGNATION -  A 27
 GG0080  PID         -  GG0080
 GG0080  STATE/COUNTY-  AR/WASHINGTON
 GG0080  COUNTRY     -  US
 GG0080  USGS QUAD   -  FAYETTEVILLE (2017)
 GG0080
 GG0080                         *CURRENT SURVEY CONTROL
 GG0080  ______________________________________________________________________
 GG0080* NAD 83(1986) POSITION- 36 07 01.03   (N) 094 09 49.74   (W)   HD_HELD1
 GG0080* NAVD 88 ORTHO HEIGHT -   365.349 (meters)     1198.65  (feet) ADJUSTED
 GG0080  ______________________________________________________________________
 GG0080  GEOID HEIGHT    -        -28.081 (meters)                     GEOID18
 GG0080  DYNAMIC HEIGHT  -        365.021 (meters)     1197.57  (feet) COMP
 GG0080  MODELED GRAVITY -    979,725.6   (mgal)                       NAVD 88
 GG0080
 GG0080  VERT ORDER      -  FIRST     CLASS II
 GG0080
 GG0080.The horizontal coordinates were determined by differentially corrected
 GG0080.hand held GPS observations or other comparable positioning techniques
 GG0080.and have an estimated accuracy of +/- 3 meters.
 GG0080
 GG0080.The orthometric height was determined by differential leveling and
 GG0080.adjusted by the NATIONAL GEODETIC SURVEY
 GG0080.in June 1991.
 GG0080
 GG0080.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0080.GEOID18 height accuracy estimate available here.
 GG0080
 GG0080.Click photographs - Photos may exist for this station.
 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     -   200,022.7     205,210.5     MT  (+/- 3 meters HH1 GPS) 
 GG0080
 GG0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9526097547(NAD 83)
 GG0080
 GG0080                          SUPERSEDED SURVEY CONTROL
 GG0080
 GG0080  NGVD 29 (10/05/93)  365.189  (m)         1198.12   (f) ADJUSTED    1 2
 GG0080  NGVD 29 (??/??/92)  365.226  (m)         1198.25   (f) SUPERSEDED  1 2
 GG0080
 GG0080.Superseded values are not recommended for survey control.
 GG0080
 GG0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0080.See file dsdata.pdf to determine how the superseded data were derived.
 GG0080
 GG0080_MARKER: DB = BENCH MARK DISK
 GG0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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             CGS
 GG0080  HISTORY     - 19891114 GOOD             NGS
 GG0080  HISTORY     - 19961102 GOOD             USPSQD
 GG0080  HISTORY     - 20130131 MARK NOT FOUND   ARHD
 GG0080  HISTORY     - 20150319 MARK NOT FOUND   INDIV
 GG0080
 GG0080                          STATION DESCRIPTION
 GG0080
 GG0080'DESCRIBED BY COAST AND 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.
 GG0080
 GG0080                          STATION RECOVERY (2013)
 GG0080
 GG0080'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (JDH)
 GG0080'MARK NOT FOUND
 GG0080
 GG0080                          STATION RECOVERY (2015)
 GG0080
 GG0080'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (JAP)
 GG0080'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FH0029 ***********************************************************************
 FH0029  DESIGNATION -  A 28
 FH0029  PID         -  FH0029
 FH0029  STATE/COUNTY-  AR/CRAWFORD
 FH0029  COUNTRY     -  US
 FH0029  USGS QUAD   -  MOUNTAINBURG (2017)
 FH0029
 FH0029                         *CURRENT SURVEY CONTROL
 FH0029  ______________________________________________________________________
 FH0029* NAD 83(1986) POSITION- 35 41 40.8    (N) 094 11 34.4    (W)   HD_HELD2
 FH0029* NAVD 88 ORTHO HEIGHT -   275.590 (meters)      904.16  (feet) ADJUSTED
 FH0029  ______________________________________________________________________
 FH0029  GEOID HEIGHT    -        -28.593 (meters)                     GEOID18
 FH0029  DYNAMIC HEIGHT  -        275.334 (meters)      903.33  (feet) COMP
 FH0029  MODELED GRAVITY -    979,698.0   (mgal)                       NAVD 88
 FH0029
 FH0029  VERT ORDER      -  FIRST     CLASS II
 FH0029
 FH0029.The horizontal coordinates were established by autonomous hand held GPS
 FH0029.observations and have an estimated accuracy of +/- 10 meters.
 FH0029
 FH0029.The orthometric height was determined by differential leveling and
 FH0029.adjusted by the NATIONAL GEODETIC SURVEY
 FH0029.in June 1991.
 FH0029
 FH0029.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0029.GEOID18 height accuracy estimate available here.
 FH0029
 FH0029.Click photographs - Photos may exist for this station.
 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     -   153,239.      201,550.      MT  (+/- 10 meters HH2 GPS)
 FH0029
 FH0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9207250738(NAD 83)
 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
 FH0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0029.See file dsdata.pdf to determine how the superseded data were derived.
 FH0029
 FH0029_MARKER: DB = BENCH MARK DISK
 FH0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0029_STAMPING: 903.735 A 28 1932
 FH0029_MARK LOGO: CGS
 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             CGS
 FH0029
 FH0029                          STATION DESCRIPTION
 FH0029
 FH0029'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1604 ***********************************************************************
 EJ1604  DESIGNATION -  A 287
 EJ1604  PID         -  EJ1604
 EJ1604  STATE/COUNTY-  AR/PULASKI
 EJ1604  COUNTRY     -  US
 EJ1604  USGS QUAD   -  LITTLE ROCK (2017)
 EJ1604
 EJ1604                         *CURRENT SURVEY CONTROL
 EJ1604  ______________________________________________________________________
 EJ1604* NAD 83(1986) POSITION- 34 44 44.     (N) 092 17 18.     (W)   SCALED
 EJ1604* NAVD 88 ORTHO HEIGHT -   101.634 (meters)      333.44  (feet) ADJUSTED
 EJ1604  ______________________________________________________________________
 EJ1604  GEOID HEIGHT    -        -26.645 (meters)                     GEOID18
 EJ1604  DYNAMIC HEIGHT  -        101.540 (meters)      333.14  (feet) COMP
 EJ1604  MODELED GRAVITY -    979,707.5   (mgal)                       NAVD 88
 EJ1604
 EJ1604  VERT ORDER      -  FIRST     CLASS II
 EJ1604
 EJ1604.The horizontal coordinates were scaled from a map and have
 EJ1604.an estimated accuracy of +/- 6 seconds.
 EJ1604
 EJ1604.The orthometric height was determined by differential leveling and
 EJ1604.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1604.in September 2023.
 EJ1604
 EJ1604.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1604.GEOID18 height accuracy estimate available here.
 EJ1604
 EJ1604.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU651450(NAD 83)
 EJ1604
 EJ1604                          SUPERSEDED SURVEY CONTROL
 EJ1604
 EJ1604  NAVD 88 (06/15/91)  101.612  (m)          333.37   (f) SUPERSEDED  1 2
 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
 EJ1604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1604.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1604
 EJ1604_MARKER: I = METAL ROD
 EJ1604_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1638 ***********************************************************************
 EJ1638  DESIGNATION -  A 288
 EJ1638  PID         -  EJ1638
 EJ1638  STATE/COUNTY-  AR/JEFFERSON
 EJ1638  COUNTRY     -  US
 EJ1638  USGS QUAD   -  REDFIELD (2017)
 EJ1638
 EJ1638                         *CURRENT SURVEY CONTROL
 EJ1638  ______________________________________________________________________
 EJ1638* NAD 83(1986) POSITION- 34 23 54.     (N) 092 09 59.     (W)   SCALED
 EJ1638* NAVD 88 ORTHO HEIGHT -   104.181 (meters)      341.80  (feet) ADJUSTED
 EJ1638  ______________________________________________________________________
 EJ1638  GEOID HEIGHT    -        -26.057 (meters)                     GEOID18
 EJ1638  DYNAMIC HEIGHT  -        104.082 (meters)      341.48  (feet) COMP
 EJ1638  MODELED GRAVITY -    979,682.4   (mgal)                       NAVD 88
 EJ1638
 EJ1638  VERT ORDER      -  FIRST     CLASS II
 EJ1638
 EJ1638.The horizontal coordinates were scaled from a map and have
 EJ1638.an estimated accuracy of +/- 6 seconds.
 EJ1638
 EJ1638.The orthometric height was determined by differential leveling and
 EJ1638.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1638.in June 1991.
 EJ1638
 EJ1638.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1638.GEOID18 height accuracy estimate available here.
 EJ1638
 EJ1638.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU766066(NAD 83)
 EJ1638
 EJ1638                          SUPERSEDED SURVEY CONTROL
 EJ1638
 EJ1638.No superseded survey control is available for this station.
 EJ1638
 EJ1638_MARKER: I = METAL ROD
 EJ1638_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2577 ***********************************************************************
 EH2577  DESIGNATION -  A 289
 EH2577  PID         -  EH2577
 EH2577  STATE/COUNTY-  AR/JEFFERSON
 EH2577  COUNTRY     -  US
 EH2577  USGS QUAD   -  LADD (2017)
 EH2577
 EH2577                         *CURRENT SURVEY CONTROL
 EH2577  ______________________________________________________________________
 EH2577* NAD 83(1986) POSITION- 34 12 13.6    (N) 091 58 04.0    (W)   HD_HELD2
 EH2577* NAVD 88 ORTHO HEIGHT -    64.799 (meters)      212.59  (feet) ADJUSTED
 EH2577  ______________________________________________________________________
 EH2577  GEOID HEIGHT    -        -25.965 (meters)                     GEOID18
 EH2577  DYNAMIC HEIGHT  -         64.737 (meters)      212.39  (feet) COMP
 EH2577  MODELED GRAVITY -    979,665.6   (mgal)                       NAVD 88
 EH2577
 EH2577  VERT ORDER      -  FIRST     CLASS II
 EH2577
 EH2577.The horizontal coordinates were established by autonomous hand held GPS
 EH2577.observations and have an estimated accuracy of +/- 10 meters.
 EH2577
 EH2577.The orthometric height was determined by differential leveling and
 EH2577.adjusted by the NATIONAL GEODETIC SURVEY
 EH2577.in February 2017.
 EH2577
 EH2577.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2577.GEOID18 height accuracy estimate available here.
 EH2577
 EH2577.Click photographs - Photos may exist for this station.
 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     -   570,485.      402,969.      MT  (+/- 10 meters HH2 GPS)
 EH2577
 EH2577_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT9509785232(NAD 83)
 EH2577
 EH2577                          SUPERSEDED SURVEY CONTROL
 EH2577
 EH2577  NAVD 88 (06/15/91)   64.818  (m)          212.66   (f) SUPERSEDED  1 2
 EH2577
 EH2577.Superseded values are not recommended for survey control.
 EH2577
 EH2577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2577.See file dsdata.pdf to determine how the superseded data were derived.
 EH2577
 EH2577_MARKER: DV = VERTICAL CONTROL 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH2577+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2015
 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  HISTORY     - 20100530 GOOD             GEOCAC
 EH2577  HISTORY     - 20150611 GOOD             ARHD
 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.
 EH2577
 EH2577                          STATION RECOVERY (2010)
 EH2577
 EH2577'RECOVERY NOTE BY GEOCACHING 2010 (LPC)
 EH2577'RECOVERED IN GOOD CONDITION.
 EH2577
 EH2577                          STATION RECOVERY (2015)
 EH2577
 EH2577'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 EH2577'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1603 ***********************************************************************
 EJ1603  DESIGNATION -  A 290
 EJ1603  PID         -  EJ1603
 EJ1603  STATE/COUNTY-  AR/PULASKI
 EJ1603  COUNTRY     -  US
 EJ1603  USGS QUAD   -  NORTH LITTLE ROCK (2017)
 EJ1603
 EJ1603                         *CURRENT SURVEY CONTROL
 EJ1603  ______________________________________________________________________
 EJ1603* NAD 83(1986) POSITION- 34 45 08.6    (N) 092 17 00.3    (W)   HD_HELD2
 EJ1603* NAVD 88 ORTHO HEIGHT -    81.907 (meters)      268.72  (feet) ADJUSTED
 EJ1603  ______________________________________________________________________
 EJ1603  GEOID HEIGHT    -        -26.663 (meters)                     GEOID18
 EJ1603  DYNAMIC HEIGHT  -         81.832 (meters)      268.48  (feet) COMP
 EJ1603  MODELED GRAVITY -    979,709.0   (mgal)                       NAVD 88
 EJ1603
 EJ1603  VERT ORDER      -  FIRST     CLASS II
 EJ1603
 EJ1603.The horizontal coordinates were established by autonomous hand held GPS
 EJ1603.observations and have an estimated accuracy of +/- 10 meters.
 EJ1603
 EJ1603.The orthometric height was determined by differential leveling and
 EJ1603.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1603.in September 2023.
 EJ1603
 EJ1603.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1603.GEOID18 height accuracy estimate available here.
 EJ1603
 EJ1603.Click photographs - Photos may exist for this station.
 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     -   631,376.      374,050.      MT  (+/- 10 meters HH2 GPS)
 EJ1603
 EJ1603_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6558645818(NAD 83)
 EJ1603
 EJ1603                          SUPERSEDED SURVEY CONTROL
 EJ1603
 EJ1603  NAVD 88 (06/15/91)   81.885  (m)          268.65   (f) SUPERSEDED  1 2
 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
 EJ1603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1603.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1603
 EJ1603_MARKER: DV = VERTICAL CONTROL 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 DEPARTMENT OF TRANSPORTATION 2006 (TPS)
 EJ1603'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1538 ***********************************************************************
 FG1538  DESIGNATION -  A 291
 FG1538  PID         -  FG1538
 FG1538  STATE/COUNTY-  AR/FAULKNER
 FG1538  COUNTRY     -  US
 FG1538  USGS QUAD   -  CONWAY (2017)
 FG1538
 FG1538                         *CURRENT SURVEY CONTROL
 FG1538  ______________________________________________________________________
 FG1538* NAD 83(1986) POSITION- 35 03 54.     (N) 092 25 41.     (W)   SCALED
 FG1538* NAVD 88 ORTHO HEIGHT -    89.730 (meters)      294.39  (feet) ADJUSTED
 FG1538  ______________________________________________________________________
 FG1538  GEOID HEIGHT    -        -27.881 (meters)                     GEOID18
 FG1538  DYNAMIC HEIGHT  -         89.645 (meters)      294.11  (feet) COMP
 FG1538  MODELED GRAVITY -    979,694.9   (mgal)                       NAVD 88
 FG1538
 FG1538  VERT ORDER      -  FIRST     CLASS II
 FG1538
 FG1538.The horizontal coordinates were scaled from a map and have
 FG1538.an estimated accuracy of +/- 6 seconds.
 FG1538
 FG1538.The orthometric height was determined by differential leveling and
 FG1538.adjusted by the NATIONAL GEODETIC SURVEY
 FG1538.in June 1991.
 FG1538
 FG1538.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1538.GEOID18 height accuracy estimate available here.
 FG1538
 FG1538.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU521804(NAD 83)
 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
 FG1538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1538.See file dsdata.pdf to determine how the superseded data were derived.
 FG1538
 FG1538_MARKER: I = METAL ROD
 FG1538_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FG1538+WITH SETTING: INFORMATION.
 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  HISTORY     - 20140501 MARK NOT FOUND   ARHD
 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.
 FG1538
 FG1538                          STATION RECOVERY (2014)
 FG1538
 FG1538'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (TM)
 FG1538'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH2597 ***********************************************************************
 EH2597  DESIGNATION -  A 292
 EH2597  PID         -  EH2597
 EH2597  STATE/COUNTY-  AR/LINCOLN
 EH2597  COUNTRY     -  US
 EH2597  USGS QUAD   -  GRADY (2017)
 EH2597
 EH2597                         *CURRENT SURVEY CONTROL
 EH2597  ______________________________________________________________________
 EH2597* NAD 83(1986) POSITION- 34 03 47.     (N) 091 40 04.     (W)   SCALED
 EH2597* NAVD 88 ORTHO HEIGHT -    55.666 (meters)      182.63  (feet) ADJUSTED
 EH2597  ______________________________________________________________________
 EH2597  GEOID HEIGHT    -        -25.960 (meters)                     GEOID18
 EH2597  DYNAMIC HEIGHT  -         55.611 (meters)      182.45  (feet) COMP
 EH2597  MODELED GRAVITY -    979,654.7   (mgal)                       NAVD 88
 EH2597
 EH2597  VERT ORDER      -  FIRST     CLASS II
 EH2597
 EH2597.The horizontal coordinates were scaled from a map and have
 EH2597.an estimated accuracy of +/- 6 seconds.
 EH2597
 EH2597.The orthometric height was determined by differential leveling and
 EH2597.adjusted by the NATIONAL GEODETIC SURVEY
 EH2597.in June 1991.
 EH2597
 EH2597.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2597.GEOID18 height accuracy estimate available here.
 EH2597
 EH2597.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT229699(NAD 83)
 EH2597
 EH2597                          SUPERSEDED SURVEY CONTROL
 EH2597
 EH2597.No superseded survey control is available for this station.
 EH2597
 EH2597_MARKER: I = METAL ROD
 EH2597_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EH2597_STAMPING: A 292 1984
 EH2597_MARK LOGO: NGS
 EH2597_PROJECTION: RECESSED 3 CENTIMETERS
 EH2597_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2597_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2597+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2016
 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  HISTORY     - 20151105 GOOD             BFENG
 EH2597  HISTORY     - 20160920 GOOD             ARHD
 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.
 EH2597
 EH2597                          STATION RECOVERY (2015)
 EH2597
 EH2597'RECOVERY NOTE BY B AND F ENGINEERING 2015 (TJS)
 EH2597'RECOVERED IN GOOD CONDITION.
 EH2597
 EH2597                          STATION RECOVERY (2016)
 EH2597
 EH2597'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (WDA)
 EH2597'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1562 ***********************************************************************
 FG1562  DESIGNATION -  A 293
 FG1562  PID         -  FG1562
 FG1562  STATE/COUNTY-  AR/CONWAY
 FG1562  COUNTRY     -  US
 FG1562  USGS QUAD   -  MORRILTON WEST (2017)
 FG1562
 FG1562                         *CURRENT SURVEY CONTROL
 FG1562  ______________________________________________________________________
 FG1562* NAD 83(1986) POSITION- 35 10 48.     (N) 092 46 53.     (W)   SCALED
 FG1562* NAVD 88 ORTHO HEIGHT -    93.674 (meters)      307.33  (feet) ADJUSTED
 FG1562  ______________________________________________________________________
 FG1562  GEOID HEIGHT    -        -28.656 (meters)                     GEOID18
 FG1562  DYNAMIC HEIGHT  -         93.585 (meters)      307.04  (feet) COMP
 FG1562  MODELED GRAVITY -    979,688.7   (mgal)                       NAVD 88
 FG1562
 FG1562  VERT ORDER      -  FIRST     CLASS II
 FG1562
 FG1562.The horizontal coordinates were scaled from a map and have
 FG1562.an estimated accuracy of +/- 6 seconds.
 FG1562
 FG1562.The orthometric height was determined by differential leveling and
 FG1562.adjusted by the NATIONAL GEODETIC SURVEY
 FG1562.in June 1991.
 FG1562
 FG1562.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1562.GEOID18 height accuracy estimate available here.
 FG1562
 FG1562.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU199930(NAD 83)
 FG1562
 FG1562                          SUPERSEDED SURVEY CONTROL
 FG1562
 FG1562.No superseded survey control is available for this station.
 FG1562
 FG1562_MARKER: F = FLANGE-ENCASED ROD
 FG1562_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FG1562+WITH SETTING: INFORMATION.
 FG1562_STAMPING: A 293 1984
 FG1562_MARK LOGO: NGS
 FG1562_PROJECTION: RECESSED
 FG1562_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG1562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG1562+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2015
 FG1562_ROD/PIPE-DEPTH: 1.1 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  HISTORY     - 20081009 GOOD             NGS
 FG1562  HISTORY     - 20151021 GOOD             CONSOL
 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.
 FG1562
 FG1562                          STATION RECOVERY (2008)
 FG1562
 FG1562'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2008 (JBW)
 FG1562'RECOVERED IN GOOD CONDITION.
 FG1562
 FG1562                          STATION RECOVERY (2015)
 FG1562
 FG1562'RECOVERY NOTE BY CONSOLIDATED LAND SERVICE 2015 (RDG)
 FG1562'ACCESS COVER IS MISSING
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1600 ***********************************************************************
 FG1600  DESIGNATION -  A 294
 FG1600  PID         -  FG1600
 FG1600  STATE/COUNTY-  AR/POPE
 FG1600  COUNTRY     -  US
 FG1600  USGS QUAD   -  DELAWARE (2017)
 FG1600
 FG1600                         *CURRENT SURVEY CONTROL
 FG1600  ______________________________________________________________________
 FG1600* NAD 83(1986) POSITION- 35 19 54.     (N) 093 16 10.     (W)   SCALED
 FG1600* NAVD 88 ORTHO HEIGHT -   115.102 (meters)      377.63  (feet) ADJUSTED
 FG1600  ______________________________________________________________________
 FG1600  GEOID HEIGHT    -        -29.286 (meters)                     GEOID18
 FG1600  DYNAMIC HEIGHT  -        114.993 (meters)      377.27  (feet) COMP
 FG1600  MODELED GRAVITY -    979,688.5   (mgal)                       NAVD 88
 FG1600
 FG1600  VERT ORDER      -  FIRST     CLASS II
 FG1600
 FG1600.The horizontal coordinates were scaled from a map and have
 FG1600.an estimated accuracy of +/- 6 seconds.
 FG1600
 FG1600.The orthometric height was determined by differential leveling and
 FG1600.adjusted by the NATIONAL GEODETIC SURVEY
 FG1600.in June 1991.
 FG1600
 FG1600.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1600.GEOID18 height accuracy estimate available here.
 FG1600
 FG1600.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV755098(NAD 83)
 FG1600
 FG1600                          SUPERSEDED SURVEY CONTROL
 FG1600
 FG1600.No superseded survey control is available for this station.
 FG1600
 FG1600_MARKER: I = METAL ROD
 FG1600_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 FH0804 ***********************************************************************
 FH0804  DESIGNATION -  A 295
 FH0804  PID         -  FH0804
 FH0804  STATE/COUNTY-  AR/SEBASTIAN
 FH0804  COUNTRY     -  US
 FH0804  USGS QUAD   -  FORT SMITH (2017)
 FH0804
 FH0804                         *CURRENT SURVEY CONTROL
 FH0804  ______________________________________________________________________
 FH0804* NAD 83(1986) POSITION- 35 23 09.4    (N) 094 25 33.6    (W)   HD_HELD2
 FH0804* NAVD 88 ORTHO HEIGHT -   137.932 (meters)      452.53  (feet) ADJUSTED
 FH0804  ______________________________________________________________________
 FH0804  GEOID HEIGHT    -        -30.122 (meters)                     GEOID18
 FH0804  DYNAMIC HEIGHT  -        137.802 (meters)      452.11  (feet) COMP
 FH0804  MODELED GRAVITY -    979,692.9   (mgal)                       NAVD 88
 FH0804
 FH0804  VERT ORDER      -  FIRST     CLASS II
 FH0804
 FH0804.The horizontal coordinates were established by autonomous hand held GPS
 FH0804.observations and have an estimated accuracy of +/- 10 meters.
 FH0804
 FH0804.The orthometric height was determined by differential leveling and
 FH0804.adjusted by the NATIONAL GEODETIC SURVEY
 FH0804.in June 1991.
 FH0804
 FH0804.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0804.GEOID18 height accuracy estimate available here.
 FH0804
 FH0804.Click photographs - Photos may exist for this station.
 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     -   119,493.      179,615.      MT  (+/- 10 meters HH2 GPS)
 FH0804
 FH0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV7048416777(NAD 83)
 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
 FH0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0804.See file dsdata.pdf to determine how the superseded data were derived.
 FH0804
 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 - February 10, 2016
 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  HISTORY     - 20140412 GOOD             ARHD
 FH0804  HISTORY     - 20141230 GOOD             GEOCAC
 FH0804  HISTORY     - 20160210 GOOD             GEOCAC
 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.
 FH0804
 FH0804                          STATION RECOVERY (2014)
 FH0804
 FH0804'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (AMC)
 FH0804'THE MAIN POST OFFICE IS NO LONGER THE POST OFFICE. IT'S THE JUDGE
 FH0804'ISACC C. PARKER FEDERAL BUILDING.
 FH0804
 FH0804                          STATION RECOVERY (2014)
 FH0804
 FH0804'RECOVERY NOTE BY GEOCACHING 2014 (LPC)
 FH0804'RECOVERED IN GOOD CONDITION.
 FH0804
 FH0804                          STATION RECOVERY (2016)
 FH0804
 FH0804'RECOVERY NOTE BY GEOCACHING 2016 (WL)
 FH0804'MARKER LOCATION IS AS DESCRIBED.  MARKER IS LOCATED ON THE SEBASTIAN
 FH0804'COUNTY NORTH
 FH0804'DISTRICT COURTHOUSE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1628 ***********************************************************************
 FG1628  DESIGNATION -  A 296
 FG1628  PID         -  FG1628
 FG1628  STATE/COUNTY-  AR/JOHNSON
 FG1628  COUNTRY     -  US
 FG1628  USGS QUAD   -  HARTMAN (2017)
 FG1628
 FG1628                         *CURRENT SURVEY CONTROL
 FG1628  ______________________________________________________________________
 FG1628* NAD 83(1986) POSITION- 35 26 20.     (N) 093 34 54.     (W)   SCALED
 FG1628* NAVD 88 ORTHO HEIGHT -   124.435 (meters)      408.25  (feet) ADJUSTED
 FG1628  ______________________________________________________________________
 FG1628  GEOID HEIGHT    -        -29.299 (meters)                     GEOID18
 FG1628  DYNAMIC HEIGHT  -        124.320 (meters)      407.87  (feet) COMP
 FG1628  MODELED GRAVITY -    979,708.8   (mgal)                       NAVD 88
 FG1628
 FG1628  VERT ORDER      -  FIRST     CLASS II
 FG1628
 FG1628.The horizontal coordinates were scaled from a map and have
 FG1628.an estimated accuracy of +/- 6 seconds.
 FG1628
 FG1628.The orthometric height was determined by differential leveling and
 FG1628.adjusted by the NATIONAL GEODETIC SURVEY
 FG1628.in June 1991.
 FG1628
 FG1628.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1628.GEOID18 height accuracy estimate available here.
 FG1628
 FG1628.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV472218(NAD 83)
 FG1628
 FG1628                          SUPERSEDED SURVEY CONTROL
 FG1628
 FG1628.No superseded survey control is available for this station.
 FG1628
 FG1628_MARKER: F = FLANGE-ENCASED ROD
 FG1628_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FG1628+WITH SETTING: INFORMATION.
 FG1628_STAMPING: A 296 1984
 FG1628_MARK LOGO: NGS
 FG1628_PROJECTION: FLUSH
 FG1628_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG1628_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG1628+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2015
 FG1628_ROD/PIPE-DEPTH: 0.1 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  HISTORY     - 20090305 GOOD             ARHD
 FG1628  HISTORY     - 20151007 GOOD             CONSOL
 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.
 FG1628
 FG1628                          STATION RECOVERY (2009)
 FG1628
 FG1628'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2009 (WDA)
 FG1628'RECOVERED IN GOOD CONDITION.
 FG1628
 FG1628                          STATION RECOVERY (2015)
 FG1628
 FG1628'RECOVERY NOTE BY CONSOLIDATED LAND SERVICE 2015
 FG1628'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FH0783 ***********************************************************************
 FH0783  DESIGNATION -  A 297
 FH0783  PID         -  FH0783
 FH0783  STATE/COUNTY-  AR/SEBASTIAN
 FH0783  COUNTRY     -  US
 FH0783  USGS QUAD   -  CHARLESTON (2017)
 FH0783
 FH0783                         *CURRENT SURVEY CONTROL
 FH0783  ______________________________________________________________________
 FH0783* NAD 83(1986) POSITION- 35 20 24.     (N) 094 07 26.     (W)   SCALED
 FH0783* NAVD 88 ORTHO HEIGHT -   141.550 (meters)      464.40  (feet) ADJUSTED
 FH0783  ______________________________________________________________________
 FH0783  GEOID HEIGHT    -        -29.923 (meters)                     GEOID18
 FH0783  DYNAMIC HEIGHT  -        141.418 (meters)      463.97  (feet) COMP
 FH0783  MODELED GRAVITY -    979,697.6   (mgal)                       NAVD 88
 FH0783
 FH0783  VERT ORDER      -  FIRST     CLASS II
 FH0783
 FH0783.The horizontal coordinates were scaled from a map and have
 FH0783.an estimated accuracy of +/- 6 seconds.
 FH0783
 FH0783.The orthometric height was determined by differential leveling and
 FH0783.adjusted by the NATIONAL GEODETIC SURVEY
 FH0783.in June 1991.
 FH0783
 FH0783.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0783.GEOID18 height accuracy estimate available here.
 FH0783
 FH0783.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV978113(NAD 83)
 FH0783
 FH0783                          SUPERSEDED SURVEY CONTROL
 FH0783
 FH0783.No superseded survey control is available for this station.
 FH0783
 FH0783_MARKER: I = METAL ROD
 FH0783_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH0783+WITH SETTING: INFORMATION.
 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 = MARCH 20, 2026 22:17:28 EDT
 FH0928 ***********************************************************************
 FH0928  DESIGNATION -  A 298
 FH0928  PID         -  FH0928
 FH0928  STATE/COUNTY-  AR/SEBASTIAN
 FH0928  COUNTRY     -  US
 FH0928  USGS QUAD   -  FORT SMITH (2017)
 FH0928
 FH0928                         *CURRENT SURVEY CONTROL
 FH0928  ______________________________________________________________________
 FH0928* NAD 83(1986) POSITION- 35 23 23.64   (N) 094 25 45.39   (W)   HD_HELD1
 FH0928* NAVD 88 ORTHO HEIGHT -   136.052 (meters)      446.36  (feet) ADJUSTED
 FH0928  ______________________________________________________________________
 FH0928  GEOID HEIGHT    -        -30.110 (meters)                     GEOID18
 FH0928  DYNAMIC HEIGHT  -        135.925 (meters)      445.95  (feet) COMP
 FH0928  MODELED GRAVITY -    979,693.5   (mgal)                       NAVD 88
 FH0928
 FH0928  VERT ORDER      -  FIRST     CLASS II
 FH0928
 FH0928.The horizontal coordinates were determined by differentially corrected
 FH0928.hand held GPS observations or other comparable positioning techniques
 FH0928.and have an estimated accuracy of +/- 3 meters.
 FH0928
 FH0928.The orthometric height was determined by differential leveling and
 FH0928.adjusted by the NATIONAL GEODETIC SURVEY
 FH0928.in June 1991.
 FH0928
 FH0928.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0928.GEOID18 height accuracy estimate available here.
 FH0928
 FH0928.Click photographs - Photos may exist for this station.
 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     -   119,939.2     179,328.3     MT  (+/- 3 meters HH1 GPS) 
 FH0928
 FH0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV7019317220(NAD 83)
 FH0928
 FH0928                          SUPERSEDED SURVEY CONTROL
 FH0928
 FH0928.No superseded survey control is available for this station.
 FH0928
 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 SUITABLE FOR
 FH0928+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2022
 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  HISTORY     - 20090726 GOOD             GEOCAC
 FH0928  HISTORY     - 20141230 GOOD             GEOCAC
 FH0928  HISTORY     - 20150117 GOOD             ARHD
 FH0928  HISTORY     - 20160210 GOOD             GEOCAC
 FH0928  HISTORY     - 20220801 GOOD             OKDOT
 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.
 FH0928
 FH0928                          STATION RECOVERY (2009)
 FH0928
 FH0928'RECOVERY NOTE BY GEOCACHING 2009 (JA)
 FH0928'RECOVERED IN GOOD CONDITION.
 FH0928
 FH0928                          STATION RECOVERY (2014)
 FH0928
 FH0928'RECOVERY NOTE BY GEOCACHING 2014 (LPC)
 FH0928'RECOVERED IN GOOD CONDITION.
 FH0928
 FH0928                          STATION RECOVERY (2015)
 FH0928
 FH0928'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (WDA)
 FH0928'RECOVERED IN GOOD CONDITION.
 FH0928
 FH0928                          STATION RECOVERY (2016)
 FH0928
 FH0928'RECOVERY NOTE BY GEOCACHING 2016 (WL)
 FH0928'MARKER IS LOCATED BETWEEN SOUTHEAST BOUND OUTSIDE LANE AND CONCRETE
 FH0928'BARRIER DIRECTLY
 FH0928'ADJACENT FROM LIONS CLUB SIGN.
 FH0928
 FH0928                          STATION RECOVERY (2022)
 FH0928
 FH0928'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2022 (MET)
 FH0928'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FH0830 ***********************************************************************
 FH0830  DESIGNATION -  A 299
 FH0830  PID         -  FH0830
 FH0830  STATE/COUNTY-  AR/SEBASTIAN
 FH0830  COUNTRY     -  US
 FH0830  USGS QUAD   -  HUNTINGTON (2017)
 FH0830
 FH0830                         *CURRENT SURVEY CONTROL
 FH0830  ______________________________________________________________________
 FH0830* NAD 83(1986) POSITION- 35 07 13.     (N) 094 16 04.     (W)   SCALED
 FH0830* NAVD 88 ORTHO HEIGHT -   182.161 (meters)      597.64  (feet) ADJUSTED
 FH0830  ______________________________________________________________________
 FH0830  GEOID HEIGHT    -        -30.719 (meters)                     GEOID18
 FH0830  DYNAMIC HEIGHT  -        181.979 (meters)      597.04  (feet) COMP
 FH0830  MODELED GRAVITY -    979,634.9   (mgal)                       NAVD 88
 FH0830
 FH0830  VERT ORDER      -  FIRST     CLASS II
 FH0830
 FH0830.The horizontal coordinates were scaled from a map and have
 FH0830.an estimated accuracy of +/- 6 seconds.
 FH0830
 FH0830.The orthometric height was determined by differential leveling and
 FH0830.adjusted by the NATIONAL GEODETIC SURVEY
 FH0830.in June 1991.
 FH0830
 FH0830.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0830.GEOID18 height accuracy estimate available here.
 FH0830
 FH0830.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU844871(NAD 83)
 FH0830
 FH0830                          SUPERSEDED SURVEY CONTROL
 FH0830
 FH0830.No superseded survey control is available for this station.
 FH0830
 FH0830_MARKER: I = METAL ROD
 FH0830_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH0830+WITH SETTING: INFORMATION.
 FH0830_STAMPING: A 299 1985
 FH0830_MARK LOGO: NGS
 FH0830_PROJECTION: FLUSH
 FH0830_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0830_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH0830+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2011
 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  HISTORY     - 20110316 GOOD             ARHD
 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.
 FH0830
 FH0830                          STATION RECOVERY (2011)
 FH0830
 FH0830'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (I)
 FH0830'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0722 ***********************************************************************
 FF0722  DESIGNATION -  A 3
 FF0722  PID         -  FF0722
 FF0722  STATE/COUNTY-  AR/CRAIGHEAD
 FF0722  COUNTRY     -  US
 FF0722  USGS QUAD   -  BONO (2017)
 FF0722
 FF0722                         *CURRENT SURVEY CONTROL
 FF0722  ______________________________________________________________________
 FF0722* NAD 83(1986) POSITION- 35 57 14.     (N) 090 49 34.     (W)   SCALED
 FF0722* NAVD 88 ORTHO HEIGHT -    76.733 (meters)      251.75  (feet) ADJUSTED
 FF0722  ______________________________________________________________________
 FF0722  GEOID HEIGHT    -        -27.904 (meters)                     GEOID18
 FF0722  DYNAMIC HEIGHT  -         76.670 (meters)      251.54  (feet) COMP
 FF0722  MODELED GRAVITY -    979,800.6   (mgal)                       NAVD 88
 FF0722
 FF0722  VERT ORDER      -  FIRST     CLASS II
 FF0722
 FF0722.The horizontal coordinates were scaled from a map and have
 FF0722.an estimated accuracy of +/- 6 seconds.
 FF0722
 FF0722.The orthometric height was determined by differential leveling and
 FF0722.adjusted by the NATIONAL GEODETIC SURVEY
 FF0722.in June 1991.
 FF0722
 FF0722.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0722.GEOID18 height accuracy estimate available here.
 FF0722
 FF0722.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV960810(NAD 83)
 FF0722
 FF0722                          SUPERSEDED SURVEY CONTROL
 FF0722
 FF0722  NGVD 29 (10/05/93)   76.652  (m)          251.48   (f) ADJUSTED    1 2
 FF0722  NGVD 29 (??/??/87)   76.647  (m)          251.47   (f) SUPERSEDED  1 2
 FF0722
 FF0722.Superseded values are not recommended for survey control.
 FF0722
 FF0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0722.See file dsdata.pdf to determine how the superseded data were derived.
 FF0722
 FF0722_MARKER: DB = BENCH MARK DISK
 FF0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1211 ***********************************************************************
 FG1211  DESIGNATION -  A 30
 FG1211  PID         -  FG1211
 FG1211  STATE/COUNTY-  AR/JOHNSON
 FG1211  COUNTRY     -  US
 FG1211  USGS QUAD   -  HARTMAN (2017)
 FG1211
 FG1211                         *CURRENT SURVEY CONTROL
 FG1211  ______________________________________________________________________
 FG1211* NAD 83(1986) POSITION- 35 25 35.46   (N) 093 33 54.96   (W)   HD_HELD1
 FG1211* NAVD 88 ORTHO HEIGHT -   116.763 (meters)      383.08  (feet) ADJUSTED
 FG1211  ______________________________________________________________________
 FG1211  GEOID HEIGHT    -        -29.326 (meters)                     GEOID18
 FG1211  DYNAMIC HEIGHT  -        116.655 (meters)      382.73  (feet) COMP
 FG1211  MODELED GRAVITY -    979,707.8   (mgal)                       NAVD 88
 FG1211
 FG1211  VERT ORDER      -  FIRST     CLASS II
 FG1211
 FG1211.The horizontal coordinates were determined by differentially corrected
 FG1211.hand held GPS observations or other comparable positioning techniques
 FG1211.and have an estimated accuracy of +/- 3 meters.
 FG1211
 FG1211.The orthometric height was determined by differential leveling and
 FG1211.adjusted by the NATIONAL GEODETIC SURVEY
 FG1211.in June 1991.
 FG1211
 FG1211.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1211.GEOID18 height accuracy estimate available here.
 FG1211
 FG1211.Click photographs - Photos may exist for this station.
 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     -   122,408.9     257,869.6     MT  (+/- 3 meters HH1 GPS) 
 FG1211
 FG1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV4868720490(NAD 83)
 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
 FG1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1211.See file dsdata.pdf to determine how the superseded data were derived.
 FG1211
 FG1211_MARKER: DB = BENCH MARK DISK
 FG1211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1211_STAMPING: 382.991 A 30 1932
 FG1211_MARK LOGO: CGS
 FG1211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1211+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EK0688 ***********************************************************************
 EK0688  DESIGNATION -  A 300
 EK0688  PID         -  EK0688
 EK0688  STATE/COUNTY-  AR/SCOTT
 EK0688  COUNTRY     -  US
 EK0688  USGS QUAD   -  BOLES (2017)
 EK0688
 EK0688                         *CURRENT SURVEY CONTROL
 EK0688  ______________________________________________________________________
 EK0688* NAD 83(1986) POSITION- 34 46 12.     (N) 094 04 13.     (W)   SCALED
 EK0688* NAVD 88 ORTHO HEIGHT -   205.691 (meters)      674.84  (feet) ADJUSTED
 EK0688  ______________________________________________________________________
 EK0688  GEOID HEIGHT    -        -30.435 (meters)                     GEOID18
 EK0688  DYNAMIC HEIGHT  -        205.475 (meters)      674.13  (feet) COMP
 EK0688  MODELED GRAVITY -    979,580.0   (mgal)                       NAVD 88
 EK0688
 EK0688  VERT ORDER      -  FIRST     CLASS II
 EK0688
 EK0688.The horizontal coordinates were scaled from a map and have
 EK0688.an estimated accuracy of +/- 6 seconds.
 EK0688
 EK0688.The orthometric height was determined by differential leveling and
 EK0688.adjusted by the NATIONAL GEODETIC SURVEY
 EK0688.in June 1991.
 EK0688
 EK0688.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0688.GEOID18 height accuracy estimate available here.
 EK0688
 EK0688.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU020480(NAD 83)
 EK0688
 EK0688                          SUPERSEDED SURVEY CONTROL
 EK0688
 EK0688.No superseded survey control is available for this station.
 EK0688
 EK0688_MARKER: I = METAL ROD
 EK0688_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EK0688+WITH SETTING: INFORMATION.
 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 = MARCH 20, 2026 22:17:28 EDT
 EK0717 ***********************************************************************
 EK0717  DESIGNATION -  A 301
 EK0717  PID         -  EK0717
 EK0717  STATE/COUNTY-  AR/POLK
 EK0717  COUNTRY     -  US
 EK0717  USGS QUAD   -  POTTER (2017)
 EK0717
 EK0717                         *CURRENT SURVEY CONTROL
 EK0717  ______________________________________________________________________
 EK0717* NAD 83(1986) POSITION- 34 32 33.     (N) 094 18 43.     (W)   SCALED
 EK0717* NAVD 88 ORTHO HEIGHT -   335.763 (meters)     1101.58  (feet) ADJUSTED
 EK0717  ______________________________________________________________________
 EK0717  GEOID HEIGHT    -        -30.199 (meters)                     GEOID18
 EK0717  DYNAMIC HEIGHT  -        335.398 (meters)     1100.38  (feet) COMP
 EK0717  MODELED GRAVITY -    979,540.3   (mgal)                       NAVD 88
 EK0717
 EK0717  VERT ORDER      -  FIRST     CLASS II
 EK0717
 EK0717.The horizontal coordinates were scaled from a map and have
 EK0717.an estimated accuracy of +/- 6 seconds.
 EK0717
 EK0717.The orthometric height was determined by differential leveling and
 EK0717.adjusted by the NATIONAL GEODETIC SURVEY
 EK0717.in June 1991.
 EK0717
 EK0717.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0717.GEOID18 height accuracy estimate available here.
 EK0717
 EK0717.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU796230(NAD 83)
 EK0717
 EK0717                          SUPERSEDED SURVEY CONTROL
 EK0717
 EK0717.No superseded survey control is available for this station.
 EK0717
 EK0717_MARKER: I = METAL ROD
 EK0717_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EK0717+WITH SETTING: INFORMATION.
 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 = MARCH 20, 2026 22:17:28 EDT
 EK0741 ***********************************************************************
 EK0741  DESIGNATION -  A 302
 EK0741  PID         -  EK0741
 EK0741  STATE/COUNTY-  AR/POLK
 EK0741  COUNTRY     -  US
 EK0741  USGS QUAD   -  WICKES (2017)
 EK0741
 EK0741                         *CURRENT SURVEY CONTROL
 EK0741  ______________________________________________________________________
 EK0741* NAD 83(1986) POSITION- 34 16 28.     (N) 094 20 15.     (W)   SCALED
 EK0741* NAVD 88 ORTHO HEIGHT -   309.087 (meters)     1014.06  (feet) ADJUSTED
 EK0741  ______________________________________________________________________
 EK0741  GEOID HEIGHT    -        -28.744 (meters)                     GEOID18
 EK0741  DYNAMIC HEIGHT  -        308.766 (meters)     1013.01  (feet) COMP
 EK0741  MODELED GRAVITY -    979,586.8   (mgal)                       NAVD 88
 EK0741
 EK0741  VERT ORDER      -  FIRST     CLASS II
 EK0741
 EK0741.The horizontal coordinates were scaled from a map and have
 EK0741.an estimated accuracy of +/- 6 seconds.
 EK0741
 EK0741.The orthometric height was determined by differential leveling and
 EK0741.adjusted by the NATIONAL GEODETIC SURVEY
 EK0741.in June 1991.
 EK0741
 EK0741.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0741.GEOID18 height accuracy estimate available here.
 EK0741
 EK0741.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT768933(NAD 83)
 EK0741
 EK0741                          SUPERSEDED SURVEY CONTROL
 EK0741
 EK0741.No superseded survey control is available for this station.
 EK0741
 EK0741_MARKER: I = METAL ROD
 EK0741_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EK0741+WITH SETTING: INFORMATION.
 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 = MARCH 20, 2026 22:17:28 EDT
 DM1054 ***********************************************************************
 DM1054  DESIGNATION -  A 303
 DM1054  PID         -  DM1054
 DM1054  STATE/COUNTY-  AR/SEVIER
 DM1054  COUNTRY     -  US
 DM1054  USGS QUAD   -  HORATIO (2017)
 DM1054
 DM1054                         *CURRENT SURVEY CONTROL
 DM1054  ______________________________________________________________________
 DM1054* NAD 83(1986) POSITION- 33 56 18.50   (N) 094 21 06.25   (W)   HD_HELD1
 DM1054* NAVD 88 ORTHO HEIGHT -   115.197 (meters)      377.94  (feet) ADJUSTED
 DM1054  ______________________________________________________________________
 DM1054  GEOID HEIGHT    -        -27.591 (meters)                     GEOID18
 DM1054  DYNAMIC HEIGHT  -        115.079 (meters)      377.56  (feet) COMP
 DM1054  MODELED GRAVITY -    979,610.6   (mgal)                       NAVD 88
 DM1054
 DM1054  VERT ORDER      -  FIRST     CLASS II
 DM1054
 DM1054.The horizontal coordinates were determined by differentially corrected
 DM1054.hand held GPS observations or other comparable positioning techniques
 DM1054.and have an estimated accuracy of +/- 3 meters.
 DM1054
 DM1054.The orthometric height was determined by differential leveling and
 DM1054.adjusted by the NATIONAL GEODETIC SURVEY
 DM1054.in June 1991.
 DM1054
 DM1054.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1054.GEOID18 height accuracy estimate available here.
 DM1054
 DM1054.Click photographs - Photos may exist for this station.
 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     -   543,555.6     182,615.4     MT  (+/- 3 meters HH1 GPS) 
 DM1054
 DM1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT7507556156(NAD 83)
 DM1054
 DM1054                          SUPERSEDED SURVEY CONTROL
 DM1054
 DM1054.No superseded survey control is available for this station.
 DM1054
 DM1054_MARKER: F = FLANGE-ENCASED ROD
 DM1054_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DM1054_STAMPING: A 303 1985
 DM1054_MARK LOGO: NGS
 DM1054_PROJECTION: RECESSED
 DM1054_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DM1054+STABILITY: POSITION/ELEVATION WELL
 DM1054_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1054+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2016
 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  HISTORY     - 20160316 GOOD             ARHD
 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.
 DM1054
 DM1054                          STATION RECOVERY (2016)
 DM1054
 DM1054'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (BAB)
 DM1054'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DM1075 ***********************************************************************
 DM1075  DESIGNATION -  A 304
 DM1075  PID         -  DM1075
 DM1075  STATE/COUNTY-  AR/LITTLE RIVER
 DM1075  COUNTRY     -  US
 DM1075  USGS QUAD   -  FALLS CHAPEL (2017)
 DM1075
 DM1075                         *CURRENT SURVEY CONTROL
 DM1075  ______________________________________________________________________
 DM1075* NAD 83(1986) POSITION- 33 45 26.60   (N) 094 12 30.23   (W)   HD_HELD1
 DM1075* NAVD 88 ORTHO HEIGHT -    91.933 (meters)      301.62  (feet) ADJUSTED
 DM1075  ______________________________________________________________________
 DM1075  GEOID HEIGHT    -        -27.163 (meters)                     GEOID18
 DM1075  DYNAMIC HEIGHT  -         91.839 (meters)      301.31  (feet) COMP
 DM1075  MODELED GRAVITY -    979,606.7   (mgal)                       NAVD 88
 DM1075
 DM1075  VERT ORDER      -  FIRST     CLASS II
 DM1075
 DM1075.The horizontal coordinates were determined by differentially corrected
 DM1075.hand held GPS observations or other comparable positioning techniques
 DM1075.and have an estimated accuracy of +/- 3 meters.
 DM1075
 DM1075.The orthometric height was determined by differential leveling and
 DM1075.adjusted by the NATIONAL GEODETIC SURVEY
 DM1075.in June 1991.
 DM1075
 DM1075.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1075.GEOID18 height accuracy estimate available here.
 DM1075
 DM1075.Click photographs - Photos may exist for this station.
 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     -   523,181.0     195,429.7     MT  (+/- 3 meters HH1 GPS) 
 DM1075
 DM1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT8808735912(NAD 83)
 DM1075
 DM1075                          SUPERSEDED SURVEY CONTROL
 DM1075
 DM1075.No superseded survey control is available for this station.
 DM1075
 DM1075_MARKER: DV = VERTICAL CONTROL DISK
 DM1075_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DM1075_SP_SET: BOX CULVERT
 DM1075_STAMPING: A 304 1985
 DM1075_MARK LOGO: NGS
 DM1075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1075+STABILITY: SURFACE MOTION
 DM1075_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1075+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2016
 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  HISTORY     - 20160315 GOOD             ARHD
 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.
 DM1075
 DM1075                          STATION RECOVERY (2016)
 DM1075
 DM1075'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 DM1075'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH2603 ***********************************************************************
 EH2603  DESIGNATION -  A 305
 EH2603  PID         -  EH2603
 EH2603  STATE/COUNTY-  AR/PHILLIPS
 EH2603  COUNTRY     -  US
 EH2603  USGS QUAD   -  HELENA (2017)
 EH2603
 EH2603                         *CURRENT SURVEY CONTROL
 EH2603  ______________________________________________________________________
 EH2603* NAD 83(1986) POSITION- 34 31 44.6    (N) 090 35 08.3    (W)   HD_HELD2
 EH2603* NAVD 88 ORTHO HEIGHT -    58.054 (meters)      190.47  (feet) ADJUSTED
 EH2603  ______________________________________________________________________
 EH2603  GEOID HEIGHT    -        -27.000 (meters)                     GEOID18
 EH2603  DYNAMIC HEIGHT  -         57.998 (meters)      190.28  (feet) COMP
 EH2603  MODELED GRAVITY -    979,670.0   (mgal)                       NAVD 88
 EH2603
 EH2603  VERT ORDER      -  FIRST     CLASS II
 EH2603
 EH2603.The horizontal coordinates were established by autonomous hand held GPS
 EH2603.observations and have an estimated accuracy of +/- 10 meters.
 EH2603
 EH2603.The orthometric height was determined by differential leveling and
 EH2603.adjusted by the NATIONAL GEODETIC SURVEY
 EH2603.in June 1991.
 EH2603
 EH2603.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2603.GEOID18 height accuracy estimate available here.
 EH2603
 EH2603.Click photographs - Photos may exist for this station.
 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     -   607,462.      529,840.      MT  (+/- 10 meters HH2 GPS)
 EH2603
 EH2603_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU2159223466(NAD 83)
 EH2603
 EH2603                          SUPERSEDED SURVEY CONTROL
 EH2603
 EH2603  NGVD 29 (11/26/84)   58.092  (m)          190.59   (f) ADJUSTED    1 2
 EH2603
 EH2603.Superseded values are not recommended for survey control.
 EH2603
 EH2603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2603.See file dsdata.pdf to determine how the superseded data were derived.
 EH2603
 EH2603_MARKER: DV = VERTICAL CONTROL 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH2603+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2009
 EH2603
 EH2603  HISTORY     - Date     Condition        Report By
 EH2603  HISTORY     - 1985     MONUMENTED       NGS
 EH2603  HISTORY     - 20001205 GOOD             NGS
 EH2603  HISTORY     - 20090811 GOOD             USACE
 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.
 EH2603
 EH2603                          STATION RECOVERY (2009)
 EH2603
 EH2603'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2009 (JMH)
 EH2603'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL1246 ***********************************************************************
 DL1246  DESIGNATION -  A 307
 DL1246  PID         -  DL1246
 DL1246  STATE/COUNTY-  AR/MILLER
 DL1246  COUNTRY     -  US
 DL1246  USGS QUAD   -  FOUKE NE (2017)
 DL1246
 DL1246                         *CURRENT SURVEY CONTROL
 DL1246  ______________________________________________________________________
 DL1246* NAD 83(1986) POSITION- 33 25 24.     (N) 093 52 04.     (W)   SCALED
 DL1246* NAVD 88 ORTHO HEIGHT -    78.504 (meters)      257.56  (feet) ADJUSTED
 DL1246  ______________________________________________________________________
 DL1246  GEOID HEIGHT    -        -26.895 (meters)                     GEOID18
 DL1246  DYNAMIC HEIGHT  -         78.420 (meters)      257.28  (feet) COMP
 DL1246  MODELED GRAVITY -    979,566.4   (mgal)                       NAVD 88
 DL1246
 DL1246  VERT ORDER      -  FIRST     CLASS II
 DL1246
 DL1246.The horizontal coordinates were scaled from a map and have
 DL1246.an estimated accuracy of +/- 6 seconds.
 DL1246
 DL1246.The orthometric height was determined by differential leveling and
 DL1246.adjusted by the NATIONAL GEODETIC SURVEY
 DL1246.in June 1991.
 DL1246
 DL1246.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1246.GEOID18 height accuracy estimate available here.
 DL1246
 DL1246.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS193985(NAD 83)
 DL1246
 DL1246                          SUPERSEDED SURVEY CONTROL
 DL1246
 DL1246.No superseded survey control is available for this station.
 DL1246
 DL1246_MARKER: I = METAL ROD
 DL1246_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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  HISTORY     - 20250604 MARK NOT FOUND   ARHD
 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.
 DL1246
 DL1246                          STATION RECOVERY (2025)
 DL1246
 DL1246'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2025 (JH)
 DL1246'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DM1096 ***********************************************************************
 DM1096  DESIGNATION -  A 308
 DM1096  PID         -  DM1096
 DM1096  STATE/COUNTY-  AR/LITTLE RIVER
 DM1096  COUNTRY     -  US
 DM1096  USGS QUAD   -  ARDEN (2017)
 DM1096
 DM1096                         *CURRENT SURVEY CONTROL
 DM1096  ______________________________________________________________________
 DM1096* NAD 83(1986) POSITION- 33 40 00.35   (N) 094 18 37.81   (W)   HD_HELD1
 DM1096* NAVD 88 ORTHO HEIGHT -   101.672 (meters)      333.57  (feet) ADJUSTED
 DM1096  ______________________________________________________________________
 DM1096  GEOID HEIGHT    -        -27.045 (meters)                     GEOID18
 DM1096  DYNAMIC HEIGHT  -        101.567 (meters)      333.22  (feet) COMP
 DM1096  MODELED GRAVITY -    979,595.8   (mgal)                       NAVD 88
 DM1096
 DM1096  VERT ORDER      -  FIRST     CLASS II
 DM1096
 DM1096.The horizontal coordinates were determined by differentially corrected
 DM1096.hand held GPS observations or other comparable positioning techniques
 DM1096.and have an estimated accuracy of +/- 3 meters.
 DM1096
 DM1096.The orthometric height was determined by differential leveling and
 DM1096.adjusted by the NATIONAL GEODETIC SURVEY
 DM1096.in June 1991.
 DM1096
 DM1096.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1096.GEOID18 height accuracy estimate available here.
 DM1096
 DM1096.Click photographs - Photos may exist for this station.
 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     -   513,341.1     185,746.1     MT  (+/- 3 meters HH1 GPS) 
 DM1096
 DM1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT7850325978(NAD 83)
 DM1096
 DM1096                          SUPERSEDED SURVEY CONTROL
 DM1096
 DM1096.No superseded survey control is available for this station.
 DM1096
 DM1096_MARKER: I = METAL ROD
 DM1096_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM1096_STAMPING: A 308 1986
 DM1096_MARK LOGO: NGS
 DM1096_PROJECTION: FLUSH
 DM1096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1096_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1096+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2018
 DM1096_ROD/PIPE-DEPTH: 17.1 meters
 DM1096
 DM1096  HISTORY     - Date     Condition        Report By
 DM1096  HISTORY     - 1986     MONUMENTED       NGS
 DM1096  HISTORY     - 20160315 GOOD             ARHD
 DM1096  HISTORY     - 20180813 GOOD             ARHD
 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.
 DM1096
 DM1096                          STATION RECOVERY (2016)
 DM1096
 DM1096'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 DM1096'RECOVERED IN GOOD CONDITION.
 DM1096
 DM1096                          STATION RECOVERY (2018)
 DM1096
 DM1096'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (BAB)
 DM1096'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GG0907 ***********************************************************************
 GG0907  DESIGNATION -  A 309
 GG0907  PID         -  GG0907
 GG0907  STATE/COUNTY-  AR/WASHINGTON
 GG0907  COUNTRY     -  US
 GG0907  USGS QUAD   -  SPRINGDALE (2017)
 GG0907
 GG0907                         *CURRENT SURVEY CONTROL
 GG0907  ______________________________________________________________________
 GG0907* NAD 83(1986) POSITION- 36 08 03.27   (N) 094 10 00.81   (W)   HD_HELD1
 GG0907* NAVD 88 ORTHO HEIGHT -   363.329 (meters)     1192.02  (feet) ADJUSTED
 GG0907  ______________________________________________________________________
 GG0907  GEOID HEIGHT    -        -28.083 (meters)                     GEOID18
 GG0907  DYNAMIC HEIGHT  -        363.004 (meters)     1190.96  (feet) COMP
 GG0907  MODELED GRAVITY -    979,726.6   (mgal)                       NAVD 88
 GG0907
 GG0907  VERT ORDER      -  FIRST     CLASS II
 GG0907
 GG0907.The horizontal coordinates were determined by differentially corrected
 GG0907.hand held GPS observations or other comparable positioning techniques
 GG0907.and have an estimated accuracy of +/- 3 meters.
 GG0907
 GG0907.The orthometric height was determined by differential leveling and
 GG0907.adjusted by the NATIONAL GEODETIC SURVEY
 GG0907.in June 1991.
 GG0907
 GG0907.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0907.GEOID18 height accuracy estimate available here.
 GG0907
 GG0907.Click photographs - Photos may exist for this station.
 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     -   201,946.7     204,976.0     MT  (+/- 3 meters HH1 GPS) 
 GG0907
 GG0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9500799468(NAD 83)
 GG0907
 GG0907                          SUPERSEDED SURVEY CONTROL
 GG0907
 GG0907  NGVD 29 (10/05/93)  363.172  (m)         1191.51   (f) ADJUSTED    1 2
 GG0907
 GG0907.Superseded values are not recommended for survey control.
 GG0907
 GG0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0907.See file dsdata.pdf to determine how the superseded data were derived.
 GG0907
 GG0907_MARKER: F = FLANGE-ENCASED ROD
 GG0907_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GG0907+WITH SETTING: INFORMATION.
 GG0907_STAMPING: A 309 1989
 GG0907_MARK LOGO: NGS
 GG0907_PROJECTION: FLUSH
 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 - January 31, 2013
 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  HISTORY     - 20110823 POOR             NGS
 GG0907  HISTORY     - 20130131 GOOD             ARHD
 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.
 GG0907
 GG0907                          STATION RECOVERY (2011)
 GG0907
 GG0907'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2011 (JBW)
 GG0907'LOGO CAP IS MISSING. CONCRETE HAS BEEN HIT AND PUSHED CLOSE TO DATUM
 GG0907'POINT, USE WITH CAUTION.
 GG0907
 GG0907                          STATION RECOVERY (2013)
 GG0907
 GG0907'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (JDH)
 GG0907'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1127 ***********************************************************************
 EH1127  DESIGNATION -  A 31
 EH1127  PID         -  EH1127
 EH1127  STATE/COUNTY-  AR/MONROE
 EH1127  COUNTRY     -  US
 EH1127  USGS QUAD   -  DE VALLS BLUFF SE (2017)
 EH1127
 EH1127                         *CURRENT SURVEY CONTROL
 EH1127  ______________________________________________________________________
 EH1127* NAD 83(1986) POSITION- 34 51 22.     (N) 091 18 01.     (W)   SCALED
 EH1127* NAVD 88 ORTHO HEIGHT -    53.407 (meters)      175.22  (feet) ADJUSTED
 EH1127  ______________________________________________________________________
 EH1127  GEOID HEIGHT    -        -26.927 (meters)                     GEOID18
 EH1127  DYNAMIC HEIGHT  -         53.357 (meters)      175.06  (feet) COMP
 EH1127  MODELED GRAVITY -    979,709.4   (mgal)                       NAVD 88
 EH1127
 EH1127  VERT ORDER      -  FIRST     CLASS II
 EH1127
 EH1127.The horizontal coordinates were scaled from a map and have
 EH1127.an estimated accuracy of +/- 6 seconds.
 EH1127
 EH1127.The orthometric height was determined by differential leveling and
 EH1127.adjusted by the NATIONAL GEODETIC SURVEY
 EH1127.in June 1991.
 EH1127
 EH1127.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1127.GEOID18 height accuracy estimate available here.
 EH1127
 EH1127.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU553584(NAD 83)
 EH1127
 EH1127                          SUPERSEDED SURVEY CONTROL
 EH1127
 EH1127  NGVD 29 (11/26/84)   53.408  (m)          175.22   (f) ADJUSTED    1 2
 EH1127
 EH1127.Superseded values are not recommended for survey control.
 EH1127
 EH1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1127.See file dsdata.pdf to determine how the superseded data were derived.
 EH1127
 EH1127_MARKER: DB = BENCH MARK DISK
 EH1127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1127_STAMPING: 175.085 A 31 1933
 EH1127_MARK LOGO: CGS
 EH1127_PROJECTION: PROJECTING 8 CENTIMETERS
 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             CGS
 EH1127
 EH1127                          STATION DESCRIPTION
 EH1127
 EH1127'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DL1251 ***********************************************************************
 DL1251  DESIGNATION -  A 310
 DL1251  PID         -  DL1251
 DL1251  STATE/COUNTY-  AR/MILLER
 DL1251  COUNTRY     -  US
 DL1251  USGS QUAD   -  GARLAND (2017)
 DL1251
 DL1251                         *CURRENT SURVEY CONTROL
 DL1251  ______________________________________________________________________
 DL1251* NAD 83(1986) POSITION- 33 22 09.2    (N) 093 43 03.5    (W)   HD_HELD2
 DL1251* NAVD 88 ORTHO HEIGHT -    74.999 (meters)      246.06  (feet) ADJUSTED
 DL1251  ______________________________________________________________________
 DL1251  GEOID HEIGHT    -        -26.811 (meters)                     GEOID18
 DL1251  DYNAMIC HEIGHT  -         74.918 (meters)      245.79  (feet) COMP
 DL1251  MODELED GRAVITY -    979,568.0   (mgal)                       NAVD 88
 DL1251
 DL1251  VERT ORDER      -  FIRST     CLASS II
 DL1251
 DL1251.The horizontal coordinates were established by autonomous hand held GPS
 DL1251.observations and have an estimated accuracy of +/- 10 meters.
 DL1251
 DL1251.The orthometric height was determined by differential leveling and
 DL1251.adjusted by the NATIONAL GEODETIC SURVEY
 DL1251.in June 1991.
 DL1251
 DL1251.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1251.GEOID18 height accuracy estimate available here.
 DL1251
 DL1251.Click photographs - Photos may exist for this station.
 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     -   479,264.      240,163.      MT  (+/- 10 meters HH2 GPS)
 DL1251
 DL1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS3324192450(NAD 83)
 DL1251
 DL1251                          SUPERSEDED SURVEY CONTROL
 DL1251
 DL1251.No superseded survey control is available for this station.
 DL1251
 DL1251_MARKER: DV = VERTICAL CONTROL 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 DEPARTMENT OF TRANSPORTATION 2004 (WDA)
 DL1251'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FH1196 ***********************************************************************
 FH1196  DESIGNATION -  A 311
 FH1196  PID         -  FH1196
 FH1196  STATE/COUNTY-  AR/SEBASTIAN
 FH1196  COUNTRY     -  US
 FH1196  USGS QUAD   -  FORT SMITH (2017)
 FH1196
 FH1196                         *CURRENT SURVEY CONTROL
 FH1196  ______________________________________________________________________
 FH1196* NAD 83(1986) POSITION- 35 23 49.     (N) 094 25 28.     (W)   SCALED
 FH1196* NAVD 88 ORTHO HEIGHT -   127.576 (meters)      418.56  (feet) ADJUSTED
 FH1196  ______________________________________________________________________
 FH1196  GEOID HEIGHT    -        -30.079 (meters)                     GEOID18
 FH1196  DYNAMIC HEIGHT  -        127.456 (meters)      418.16  (feet) COMP
 FH1196  MODELED GRAVITY -    979,694.0   (mgal)                       NAVD 88
 FH1196
 FH1196  VERT ORDER      -  FIRST     CLASS II
 FH1196
 FH1196.The horizontal coordinates were scaled from a map and have
 FH1196.an estimated accuracy of +/- 6 seconds.
 FH1196
 FH1196.The orthometric height was determined by differential leveling and
 FH1196.adjusted by the NATIONAL GEODETIC SURVEY
 FH1196.in June 1991.
 FH1196
 FH1196.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1196.GEOID18 height accuracy estimate available here.
 FH1196
 FH1196.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV706179(NAD 83)
 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
 FH1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1196.See file dsdata.pdf to determine how the superseded data were derived.
 FH1196
 FH1196_MARKER: I = METAL ROD
 FH1196_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 FH1218 ***********************************************************************
 FH1218  DESIGNATION -  A 312
 FH1218  PID         -  FH1218
 FH1218  STATE/COUNTY-  AR/CRAWFORD
 FH1218  COUNTRY     -  US
 FH1218  USGS QUAD   -  MOUNTAINBURG (2017)
 FH1218
 FH1218                         *CURRENT SURVEY CONTROL
 FH1218  ______________________________________________________________________
 FH1218* NAD 83(1986) POSITION- 35 38 09.     (N) 094 10 09.     (W)   SCALED
 FH1218* NAVD 88 ORTHO HEIGHT -   225.726 (meters)      740.57  (feet) ADJUSTED
 FH1218  ______________________________________________________________________
 FH1218  GEOID HEIGHT    -        -28.822 (meters)                     GEOID18
 FH1218  DYNAMIC HEIGHT  -        225.518 (meters)      739.89  (feet) COMP
 FH1218  MODELED GRAVITY -    979,707.3   (mgal)                       NAVD 88
 FH1218
 FH1218  VERT ORDER      -  FIRST     CLASS II
 FH1218
 FH1218.The horizontal coordinates were scaled from a map and have
 FH1218.an estimated accuracy of +/- 6 seconds.
 FH1218
 FH1218.The orthometric height was determined by differential leveling and
 FH1218.adjusted by the NATIONAL GEODETIC SURVEY
 FH1218.in June 1991.
 FH1218
 FH1218.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1218.GEOID18 height accuracy estimate available here.
 FH1218
 FH1218.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV941441(NAD 83)
 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
 FH1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1218.See file dsdata.pdf to determine how the superseded data were derived.
 FH1218
 FH1218_MARKER: I = METAL ROD
 FH1218_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH1218+WITH SETTING: INFORMATION.
 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 = MARCH 20, 2026 22:17:28 EDT
 FH1243 ***********************************************************************
 FH1243  DESIGNATION -  A 313
 FH1243  PID         -  FH1243
 FH1243  STATE/COUNTY-  AR/WASHINGTON
 FH1243  COUNTRY     -  US
 FH1243  USGS QUAD   -  BRENTWOOD (2017)
 FH1243
 FH1243                         *CURRENT SURVEY CONTROL
 FH1243  ______________________________________________________________________
 FH1243* NAD 83(1986) POSITION- 35 50 47.8    (N) 094 06 25.9    (W)   HD_HELD2
 FH1243* NAVD 88 ORTHO HEIGHT -   465.264 (meters)     1526.45  (feet) ADJUSTED
 FH1243  ______________________________________________________________________
 FH1243  GEOID HEIGHT    -        -28.079 (meters)                     GEOID18
 FH1243  DYNAMIC HEIGHT  -        464.827 (meters)     1525.02  (feet) COMP
 FH1243  MODELED GRAVITY -    979,678.3   (mgal)                       NAVD 88
 FH1243
 FH1243  VERT ORDER      -  FIRST     CLASS II
 FH1243
 FH1243.The horizontal coordinates were established by autonomous hand held GPS
 FH1243.observations and have an estimated accuracy of +/- 10 meters.
 FH1243
 FH1243.The orthometric height was determined by differential leveling and
 FH1243.adjusted by the NATIONAL GEODETIC SURVEY
 FH1243.in June 1991.
 FH1243
 FH1243.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1243.GEOID18 height accuracy estimate available here.
 FH1243
 FH1243.Click photographs - Photos may exist for this station.
 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     -   169,923.      209,665.      MT  (+/- 10 meters HH2 GPS)
 FH1243
 FH1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV0001667501(NAD 83)
 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
 FH1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1243.See file dsdata.pdf to determine how the superseded data were derived.
 FH1243
 FH1243_MARKER: I = METAL ROD
 FH1243_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 DEPARTMENT OF TRANSPORTATION 2003
 FH1243'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF2170 ***********************************************************************
 FF2170  DESIGNATION -  A 314
 FF2170  PID         -  FF2170
 FF2170  STATE/COUNTY-  AR/CRITTENDEN
 FF2170  COUNTRY     -  US
 FF2170  USGS QUAD   -  WEST MEMPHIS (2017)
 FF2170
 FF2170                         *CURRENT SURVEY CONTROL
 FF2170  ______________________________________________________________________
 FF2170* NAD 83(1986) POSITION- 35 10 02.     (N) 090 07 37.     (W)   SCALED
 FF2170* NAVD 88 ORTHO HEIGHT -    65.205 (meters)      213.93  (feet) ADJUSTED
 FF2170  ______________________________________________________________________
 FF2170  GEOID HEIGHT    -        -27.326 (meters)                     GEOID18
 FF2170  DYNAMIC HEIGHT  -         65.146 (meters)      213.73  (feet) COMP
 FF2170  MODELED GRAVITY -    979,733.5   (mgal)                       NAVD 88
 FF2170
 FF2170  VERT ORDER      -  FIRST     CLASS II
 FF2170
 FF2170.The horizontal coordinates were scaled from a map and have
 FF2170.an estimated accuracy of +/- 6 seconds.
 FF2170
 FF2170.The orthometric height was determined by differential leveling and
 FF2170.adjusted by the NATIONAL GEODETIC SURVEY
 FF2170.in January 1995.
 FF2170
 FF2170.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF2170.GEOID18 height accuracy estimate available here.
 FF2170
 FF2170.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU616953(NAD 83)
 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
 FF2170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2170.See file dsdata.pdf to determine how the superseded data were derived.
 FF2170
 FF2170_MARKER: I = METAL ROD
 FF2170_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 FF2195 ***********************************************************************
 FF2195  DESIGNATION -  A 315
 FF2195  PID         -  FF2195
 FF2195  STATE/COUNTY-  AR/CRAIGHEAD
 FF2195  COUNTRY     -  US
 FF2195  USGS QUAD   -  NEEDHAM (2017)
 FF2195
 FF2195                         *CURRENT SURVEY CONTROL
 FF2195  ______________________________________________________________________
 FF2195* NAD 83(1986) POSITION- 35 46 28.     (N) 090 35 58.     (W)   SCALED
 FF2195* NAVD 88 ORTHO HEIGHT -    70.181 (meters)      230.25  (feet) ADJUSTED
 FF2195  ______________________________________________________________________
 FF2195  GEOID HEIGHT    -        -27.859 (meters)                     GEOID18
 FF2195  DYNAMIC HEIGHT  -         70.121 (meters)      230.06  (feet) COMP
 FF2195  MODELED GRAVITY -    979,777.6   (mgal)                       NAVD 88
 FF2195
 FF2195  VERT ORDER      -  FIRST     CLASS II
 FF2195
 FF2195.The horizontal coordinates were scaled from a map and have
 FF2195.an estimated accuracy of +/- 6 seconds.
 FF2195
 FF2195.The orthometric height was determined by differential leveling and
 FF2195.adjusted by the NATIONAL GEODETIC SURVEY
 FF2195.in January 1995.
 FF2195
 FF2195.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF2195.GEOID18 height accuracy estimate available here.
 FF2195
 FF2195.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV169615(NAD 83)
 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
 FF2195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2195.See file dsdata.pdf to determine how the superseded data were derived.
 FF2195
 FF2195_MARKER: F = FLANGE-ENCASED ROD
 FF2195_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 - January 22, 2011
 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  HISTORY     - 20110122 GOOD             ASSOEN
 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.
 FF2195
 FF2195                          STATION RECOVERY (2011)
 FF2195
 FF2195'RECOVERY NOTE BY ASSOCIATED ENGINEERING 2011 (MPM)
 FF2195'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GE1213 ***********************************************************************
 GE1213  DESIGNATION -  A 316
 GE1213  PID         -  GE1213
 GE1213  STATE/COUNTY-  AR/LAWRENCE
 GE1213  COUNTRY     -  US
 GE1213  USGS QUAD   -  WALNUT RIDGE (2017)
 GE1213
 GE1213                         *CURRENT SURVEY CONTROL
 GE1213  ______________________________________________________________________
 GE1213* NAD 83(1986) POSITION- 36 03 28.     (N) 090 59 27.     (W)   SCALED
 GE1213* NAVD 88 ORTHO HEIGHT -    80.394 (meters)      263.76  (feet) ADJUSTED
 GE1213  ______________________________________________________________________
 GE1213  GEOID HEIGHT    -        -28.060 (meters)                     GEOID18
 GE1213  DYNAMIC HEIGHT  -         80.328 (meters)      263.54  (feet) COMP
 GE1213  MODELED GRAVITY -    979,807.2   (mgal)                       NAVD 88
 GE1213
 GE1213  VERT ORDER      -  FIRST     CLASS II
 GE1213
 GE1213.The horizontal coordinates were scaled from a map and have
 GE1213.an estimated accuracy of +/- 6 seconds.
 GE1213
 GE1213.The orthometric height was determined by differential leveling and
 GE1213.adjusted by the NATIONAL GEODETIC SURVEY
 GE1213.in January 1995.
 GE1213
 GE1213.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE1213.GEOID18 height accuracy estimate available here.
 GE1213
 GE1213.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV809922(NAD 83)
 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
 GE1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1213.See file dsdata.pdf to determine how the superseded data were derived.
 GE1213
 GE1213_MARKER: F = FLANGE-ENCASED ROD
 GE1213_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GE1213_STAMPING: A 316 1990
 GE1213_MARK LOGO: NGS
 GE1213_PROJECTION: RECESSED 3 CENTIMETERS
 GE1213_MAGNETIC: I = MARKER IS A STEEL ROD
 GE1213_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE1213_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE1213+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2012
 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  HISTORY     - 20121001 GOOD             ASSOEN
 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.
 GE1213
 GE1213                          STATION RECOVERY (2012)
 GE1213
 GE1213'RECOVERY NOTE BY ASSOCIATED ENGINEERING 2012 (MPM)
 GE1213'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GE1245 ***********************************************************************
 GE1245  DESIGNATION -  A 317
 GE1245  PID         -  GE1245
 GE1245  STATE/COUNTY-  AR/SHARP
 GE1245  COUNTRY     -  US
 GE1245  USGS QUAD   -  WILLIFORD (2017)
 GE1245
 GE1245                         *CURRENT SURVEY CONTROL
 GE1245  ______________________________________________________________________
 GE1245* NAD 83(1986) POSITION- 36 16 26.     (N) 091 21 24.     (W)   SCALED
 GE1245* NAVD 88 ORTHO HEIGHT -   121.018 (meters)      397.04  (feet) ADJUSTED
 GE1245  ______________________________________________________________________
 GE1245  GEOID HEIGHT    -        -28.388 (meters)                     GEOID18
 GE1245  DYNAMIC HEIGHT  -        120.916 (meters)      396.71  (feet) COMP
 GE1245  MODELED GRAVITY -    979,794.2   (mgal)                       NAVD 88
 GE1245
 GE1245  VERT ORDER      -  FIRST     CLASS II
 GE1245
 GE1245.The horizontal coordinates were scaled from a map and have
 GE1245.an estimated accuracy of +/- 6 seconds.
 GE1245
 GE1245.The orthometric height was determined by differential leveling and
 GE1245.adjusted by the NATIONAL GEODETIC SURVEY
 GE1245.in January 1995.
 GE1245
 GE1245.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE1245.GEOID18 height accuracy estimate available here.
 GE1245
 GE1245.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA476155(NAD 83)
 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
 GE1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1245.See file dsdata.pdf to determine how the superseded data were derived.
 GE1245
 GE1245_MARKER: DV = VERTICAL CONTROL DISK
 GE1245_SETTING: 66 = SET IN ROCK OUTCROP
 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 = MARCH 20, 2026 22:17:28 EDT
 AA9335 ***********************************************************************
 AA9335  DESIGNATION -  A 318
 AA9335  PID         -  AA9335
 AA9335  STATE/COUNTY-  AR/MISSISSIPPI
 AA9335  COUNTRY     -  US
 AA9335  USGS QUAD   -  FRENCHMANS BAYOU (2017)
 AA9335
 AA9335                         *CURRENT SURVEY CONTROL
 AA9335  ______________________________________________________________________
 AA9335* NAD 83(1986) POSITION- 35 27 12.     (N) 090 09 13.     (W)   SCALED
 AA9335* NAVD 88 ORTHO HEIGHT -    68.259 (meters)      223.95  (feet) ADJUSTED
 AA9335  ______________________________________________________________________
 AA9335  GEOID HEIGHT    -        -27.581 (meters)                     GEOID18
 AA9335  DYNAMIC HEIGHT  -         68.199 (meters)      223.75  (feet) COMP
 AA9335  MODELED GRAVITY -    979,754.0   (mgal)                       NAVD 88
 AA9335
 AA9335  VERT ORDER      -  SECOND    CLASS I
 AA9335
 AA9335.The horizontal coordinates were scaled from a map and have
 AA9335.an estimated accuracy of +/- 6 seconds.
 AA9335
 AA9335.The orthometric height was determined by differential leveling and
 AA9335.adjusted by the NATIONAL GEODETIC SURVEY
 AA9335.in July 2002.
 AA9335
 AA9335.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA9335.GEOID18 height accuracy estimate available here.
 AA9335
 AA9335.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV583270(NAD 83)
 AA9335
 AA9335                          SUPERSEDED SURVEY CONTROL
 AA9335
 AA9335.No superseded survey control is available for this station.
 AA9335
 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 = MARCH 20, 2026 22:17:28 EDT
 DK2828 ***********************************************************************
 DK2828  DESIGNATION -  A 320
 DK2828  PID         -  DK2828
 DK2828  STATE/COUNTY-  AR/PULASKI
 DK2828  COUNTRY     -  US
 DK2828  USGS QUAD   -  SWEET HOME (2017)
 DK2828
 DK2828                         *CURRENT SURVEY CONTROL
 DK2828  ______________________________________________________________________
 DK2828* NAD 83(1986) POSITION- 34 40 58.     (N) 092 14 34.     (W)   SCALED
 DK2828* NAVD 88 ORTHO HEIGHT -    84.560 (meters)      277.43  (feet) ADJUSTED
 DK2828  ______________________________________________________________________
 DK2828  GEOID HEIGHT    -        -26.552 (meters)                     GEOID18
 DK2828  DYNAMIC HEIGHT  -         84.481 (meters)      277.17  (feet) COMP
 DK2828  MODELED GRAVITY -    979,691.5   (mgal)                       NAVD 88
 DK2828
 DK2828  VERT ORDER      -  FIRST     CLASS II
 DK2828
 DK2828.The horizontal coordinates were scaled from a map and have
 DK2828.an estimated accuracy of +/- 6 seconds.
 DK2828
 DK2828.The orthometric height was determined by differential leveling and
 DK2828.adjusted by the NATIONAL GEODETIC SURVEY
 DK2828.in May 2008.
 DK2828
 DK2828.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK2828.GEOID18 height accuracy estimate available here.
 DK2828
 DK2828.Click photographs - Photos may exist for this station.
 DK2828
 DK2828.The dynamic height is computed by dividing the NAVD 88
 DK2828.geopotential number by the normal gravity value computed on the
 DK2828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2828.degrees latitude (g = 980.6199 gals.).
 DK2828
 DK2828.The modeled gravity was interpolated from observed gravity values.
 DK2828
 DK2828;                    North         East    Units  Estimated Accuracy
 DK2828;SPC AR S     -   623,640.      377,750.      MT  (+/- 180 meters Scaled)
 DK2828
 DK2828_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU693381(NAD 83)
 DK2828
 DK2828                          SUPERSEDED SURVEY CONTROL
 DK2828
 DK2828.No superseded survey control is available for this station.
 DK2828
 DK2828_MARKER: DV = VERTICAL CONTROL DISK
 DK2828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2828_STAMPING: A 320 2007
 DK2828_MARK LOGO: NGS
 DK2828_PROJECTION: FLUSH
 DK2828_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DK2828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK2828+STABILITY: SURFACE MOTION
 DK2828_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK2828+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2007
 DK2828
 DK2828  HISTORY     - Date     Condition        Report By
 DK2828  HISTORY     - 20070404 MONUMENTED       ARHD
 DK2828
 DK2828                          STATION DESCRIPTION
 DK2828
 DK2828'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2007
 DK2828'THE MARK IS LOCATED ABOUT 0.5 MI (0.8 KM) SOUTH OF SWEET HOME
 DK2828'AR.OWNERSHIP--ROAD RIGHT-OF-WAY.
 DK2828'
 DK2828'TO REACH FROM THE INTERSECTION OF US INTERSTATE HIGHWAY 530 AND US
 DK2828'HIGHWAY 338 ABOUT 5.0 MI (8.0 KM) SOUTH OF LITTLE ROCK, GO EAST ON
 DK2828'HIGHWAY 338 FOR 0.05 MI (0.1 KM) TO THE NORTH BOUND ON RAMP FOR
 DK2828'HIGHWAY 530 AND SHAMBURGER LANE.  BEAR RIGHT ON THE LANE AND GO 1.6 MI
 DK2828'(2.6 KM) TO THE JUNCTION OF EAST DIXON ROAD.  TURN LEFT ON DIXON AND
 DK2828'GO 0.3 MI (0.5 KM) TO THE STATION ON THE RIGHT.SET IN THE TOP OF A
 DK2828'8-INCH (20 CM) ROUND CONCRETE POST.
 DK2828'
 DK2828'12.0 METERS NORTH OF A STOP SIGN, 11.1 METERS EAST OF THE CENTERLINE
 DK2828'OF EAST DIXON ROAD,  3.5 METERS WEST OF A TREE LINE,  0.5 METERS WEST
 DK2828'OF A WITNESS POST, AND 0.4 METERS EAST OF A METAL POST.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK2855 ***********************************************************************
 DK2855  DESIGNATION -  A 321
 DK2855  PID         -  DK2855
 DK2855  STATE/COUNTY-  AR/PULASKI
 DK2855  COUNTRY     -  US
 DK2855  USGS QUAD   -  ALEXANDER (2017)
 DK2855
 DK2855                         *CURRENT SURVEY CONTROL
 DK2855  ______________________________________________________________________
 DK2855* NAD 83(1986) POSITION- 34 44 49.     (N) 092 23 36.     (W)   SCALED
 DK2855* NAVD 88 ORTHO HEIGHT -   124.122 (meters)      407.22  (feet) ADJUSTED
 DK2855  ______________________________________________________________________
 DK2855  GEOID HEIGHT    -        -26.687 (meters)                     GEOID18
 DK2855  DYNAMIC HEIGHT  -        124.007 (meters)      406.85  (feet) COMP
 DK2855  MODELED GRAVITY -    979,707.7   (mgal)                       NAVD 88
 DK2855
 DK2855  VERT ORDER      -  FIRST     CLASS II
 DK2855
 DK2855.The horizontal coordinates were scaled from a map and have
 DK2855.an estimated accuracy of +/- 6 seconds.
 DK2855
 DK2855.The orthometric height was determined by differential leveling and
 DK2855.adjusted by the NATIONAL GEODETIC SURVEY
 DK2855.in May 2008.
 DK2855
 DK2855.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK2855.GEOID18 height accuracy estimate available here.
 DK2855
 DK2855.Click photographs - Photos may exist for this station.
 DK2855
 DK2855.The dynamic height is computed by dividing the NAVD 88
 DK2855.geopotential number by the normal gravity value computed on the
 DK2855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2855.degrees latitude (g = 980.6199 gals.).
 DK2855
 DK2855.The modeled gravity was interpolated from observed gravity values.
 DK2855
 DK2855;                    North         East    Units  Estimated Accuracy
 DK2855;SPC AR S     -   630,810.      363,980.      MT  (+/- 180 meters Scaled)
 DK2855
 DK2855_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU555451(NAD 83)
 DK2855
 DK2855                          SUPERSEDED SURVEY CONTROL
 DK2855
 DK2855.No superseded survey control is available for this station.
 DK2855
 DK2855_MARKER: F = FLANGE-ENCASED ROD
 DK2855_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DK2855_STAMPING: A 321 2007
 DK2855_MARK LOGO: NGS
 DK2855_PROJECTION: RECESSED 0 CENTIMETERS
 DK2855_MAGNETIC: I = MARKER IS A STEEL ROD
 DK2855_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK2855_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2855+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2012
 DK2855_ROD/PIPE-DEPTH: 4.3 meters
 DK2855_SLEEVE-DEPTH  : 1.0 meters
 DK2855
 DK2855  HISTORY     - Date     Condition        Report By
 DK2855  HISTORY     - 20070418 MONUMENTED       ARHD
 DK2855  HISTORY     - 20120302 GOOD             ARHD
 DK2855  HISTORY     - 20240723 MARK NOT FOUND   USGS
 DK2855
 DK2855                          STATION DESCRIPTION
 DK2855
 DK2855'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2007
 DK2855'THE MARK IS LOCATED ABOUT 2.0 MI (3.2 KM) WEST OF LITTLE ROCK
 DK2855'ARKANSAS.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DK2855'
 DK2855'IN THE MEDIAN AT THE JUNCTIONS OF INTERSTATE HIGHWAY 430 AND
 DK2855'INTERSTATE HIGHWAY 630, WEST OF LITTLE ROCK.  IT IS WEST OF 430 AND
 DK2855'WEST OF THE EXIT RAMP FOR 430 SOUTH BOUND LANES LEADING ONTO 630 EAST.
 DK2855'29.9 METERS SOUTH OF A PINE TREE, 19.9 METERS SOUTHEAST OF CRAPE
 DK2855'MYRTLE BUSH. 11.7 METERS SOUTHEAST OF A CRAPE MYRTLE BUSH, AND 0.8
 DK2855'METERS SOUTH OF A WITNESS POST.
 DK2855'
 DK2855'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5 INCH LOGO CAP.
 DK2855
 DK2855                          STATION RECOVERY (2012)
 DK2855
 DK2855'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (JDH)
 DK2855'IT NEEDS A NEW DESCRIPTION BUT CAN'T RIGHT NOW BECSUSE OF HIGHWAY
 DK2855'DEPARTMENT CONSTRUCTION.
 DK2855
 DK2855                          STATION RECOVERY (2024)
 DK2855
 DK2855'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2024 (EL)
 DK2855'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO4779 ***********************************************************************
 DO4779  DESIGNATION -  A 326
 DO4779  PID         -  DO4779
 DO4779  STATE/COUNTY-  AR/POPE
 DO4779  COUNTRY     -  US
 DO4779  USGS QUAD   -  RUSSELLVILLE WEST (2017)
 DO4779
 DO4779                         *CURRENT SURVEY CONTROL
 DO4779  ______________________________________________________________________
 DO4779* NAD 83(1986) POSITION- 35 18 22.73   (N) 093 07 52.00   (W)   HD_HELD1
 DO4779* NAVD 88 ORTHO HEIGHT -   117.699 (meters)      386.15  (feet) ADJUSTED
 DO4779  ______________________________________________________________________
 DO4779  GEOID HEIGHT    -        -29.131 (meters)                     GEOID18
 DO4779  DYNAMIC HEIGHT  -        117.587 (meters)      385.78  (feet) COMP
 DO4779  MODELED GRAVITY -    979,685.9   (mgal)                       NAVD 88
 DO4779
 DO4779  VERT ORDER      -  FIRST     CLASS II
 DO4779
 DO4779.The horizontal coordinates were determined by differentially corrected
 DO4779.hand held GPS observations or other comparable positioning techniques
 DO4779.and have an estimated accuracy of +/- 3 meters.
 DO4779
 DO4779.The orthometric height was determined by differential leveling and
 DO4779.adjusted by the NATIONAL GEODETIC SURVEY
 DO4779.in April 2013.
 DO4779
 DO4779.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO4779.GEOID18 height accuracy estimate available here.
 DO4779
 DO4779.Click photographs - Photos may exist for this station.
 DO4779
 DO4779.The dynamic height is computed by dividing the NAVD 88
 DO4779.geopotential number by the normal gravity value computed on the
 DO4779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO4779.degrees latitude (g = 980.6199 gals.).
 DO4779
 DO4779.The modeled gravity was interpolated from observed gravity values.
 DO4779
 DO4779;                    North         East    Units  Estimated Accuracy
 DO4779;SPC AR N     -   108,534.6     297,136.9     MT  (+/- 3 meters HH1 GPS) 
 DO4779
 DO4779_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV8808007020(NAD 83)
 DO4779
 DO4779                          SUPERSEDED SURVEY CONTROL
 DO4779
 DO4779.No superseded survey control is available for this station.
 DO4779
 DO4779_MARKER: F = FLANGE-ENCASED ROD
 DO4779_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DO4779+WITH SETTING: INFORMATION.
 DO4779_STAMPING: A 326 2009
 DO4779_MARK LOGO: NONE
 DO4779_PROJECTION: RECESSED 0 CENTIMETERS
 DO4779_MAGNETIC: I = MARKER IS A STEEL ROD
 DO4779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO4779+STABILITY: SURFACE MOTION
 DO4779_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO4779+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2017
 DO4779_ROD/PIPE-DEPTH: 2.0 meters
 DO4779_SLEEVE-DEPTH  : 0.9 meters
 DO4779
 DO4779  HISTORY     - Date     Condition        Report By
 DO4779  HISTORY     - 20090506 MONUMENTED       ARHD
 DO4779  HISTORY     - 20170222 GOOD             ARHD
 DO4779
 DO4779                          STATION DESCRIPTION
 DO4779
 DO4779'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2009 (DS)
 DO4779'THE STATION IS LOCATED ABOUT 0.2 MI (0.3 KM) NORTH OF RUSSELLVILLE.
 DO4779'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DO4779'
 DO4779'TO REACH FROM THE INTERSECTION OF U.S INTERSTATE 40 AND ARKANSAS STATE
 DO4779'HIGHWAY 7 IN RUSSELLVILLE, GO NORTH ON HIGHWAY 7 FOR 0.1 MI (0.2 KM)
 DO4779'TO ASPEN ROAD.  TURN RIGHT, EAST, ON ROAD FOR 0.4 MI (0.6 KM) TO THE
 DO4779'STATION ON THE RIGHT, NORTH OF AHTD DISTRICT SHOP.
 DO4779'
 DO4779'IT IS 35.0 M (114.8 FT) EAST OF THE CENTER OF AN ASPHALT DRIVE, 23.1 M
 DO4779'(75.8 FT) SOUTH OF THE CENTER OF ASPEN ROAD, 32.5 M (106.6 FT)
 DO4779'SOUTHWEST OF THE WEST END OF A CORRUGATED METAL PIPE, 28.1 M (92.2 FT)
 DO4779'SOUTHEAST OF A FENCE CORNER, 23.0 M (75.5 FT) NORTHEAST OF THE CENTER
 DO4779'OF A DROP INLET, 15.1 M (49.5 FT) SOUTH OF A FIBERGLASS WITNESS POST.
 DO4779'
 DO4779'NOTE-ROD WAS DRIVEN TO REFUSAL.
 DO4779'
 DO4779'NOTE-ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH (13 CM) LOGO CAP.
 DO4779
 DO4779                          STATION RECOVERY (2017)
 DO4779
 DO4779'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2017 (JDH)
 DO4779'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0075 ***********************************************************************
 FF0075  DESIGNATION -  A 33
 FF0075  PID         -  FF0075
 FF0075  STATE/COUNTY-  AR/MISSISSIPPI
 FF0075  COUNTRY     -  US
 FF0075  USGS QUAD   -  LEACHVILLE (2017)
 FF0075
 FF0075                         *CURRENT SURVEY CONTROL
 FF0075  ______________________________________________________________________
 FF0075* NAD 83(1986) POSITION- 35 56 16.     (N) 090 15 50.     (W)   SCALED
 FF0075* NAVD 88 ORTHO HEIGHT -    72.428 (meters)      237.62  (feet) ADJUSTED
 FF0075  ______________________________________________________________________
 FF0075  GEOID HEIGHT    -        -28.177 (meters)                     GEOID18
 FF0075  DYNAMIC HEIGHT  -         72.366 (meters)      237.42  (feet) COMP
 FF0075  MODELED GRAVITY -    979,784.9   (mgal)                       NAVD 88
 FF0075
 FF0075  VERT ORDER      -  FIRST     CLASS II
 FF0075
 FF0075.The horizontal coordinates were scaled from a map and have
 FF0075.an estimated accuracy of +/- 6 seconds.
 FF0075
 FF0075.The orthometric height was determined by differential leveling and
 FF0075.adjusted by the NATIONAL GEODETIC SURVEY
 FF0075.in June 1991.
 FF0075
 FF0075.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0075.GEOID18 height accuracy estimate available here.
 FF0075
 FF0075.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV468805(NAD 83)
 FF0075
 FF0075                          SUPERSEDED SURVEY CONTROL
 FF0075
 FF0075  NGVD 29 (11/26/84)   72.416  (m)          237.58   (f) ADJUSTED    1 2
 FF0075
 FF0075.Superseded values are not recommended for survey control.
 FF0075
 FF0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0075.See file dsdata.pdf to determine how the superseded data were derived.
 FF0075
 FF0075_MARKER: DB = BENCH MARK DISK
 FF0075_SETTING: 7 = 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 = MARCH 20, 2026 22:17:28 EDT
 DO2557 ***********************************************************************
 DO2557  DESIGNATION -  A 330
 DO2557  PID         -  DO2557
 DO2557  STATE/COUNTY-  AR/CRAIGHEAD
 DO2557  COUNTRY     -  US
 DO2557  USGS QUAD   -  JONESBORO (2017)
 DO2557
 DO2557                         *CURRENT SURVEY CONTROL
 DO2557  ______________________________________________________________________
 DO2557* NAD 83(1986) POSITION- 35 47 30.96   (N) 090 37 53.82   (W)   HD_HELD1
 DO2557* NAVD 88 ORTHO HEIGHT -    72.682 (meters)      238.46  (feet) ADJUSTED
 DO2557  ______________________________________________________________________
 DO2557  GEOID HEIGHT    -        -27.841 (meters)                     GEOID18
 DO2557  DYNAMIC HEIGHT  -         72.620 (meters)      238.25  (feet) COMP
 DO2557  MODELED GRAVITY -    979,778.7   (mgal)                       NAVD 88
 DO2557
 DO2557  VERT ORDER      -  FIRST     CLASS II
 DO2557
 DO2557.The horizontal coordinates were determined by differentially corrected
 DO2557.hand held GPS observations or other comparable positioning techniques
 DO2557.and have an estimated accuracy of +/- 3 meters.
 DO2557
 DO2557.The orthometric height was determined by differential leveling and
 DO2557.adjusted by the NATIONAL GEODETIC SURVEY
 DO2557.in February 2013.
 DO2557
 DO2557.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2557.GEOID18 height accuracy estimate available here.
 DO2557
 DO2557.Click photographs - Photos may exist for this station.
 DO2557
 DO2557.The dynamic height is computed by dividing the NAVD 88
 DO2557.geopotential number by the normal gravity value computed on the
 DO2557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2557.degrees latitude (g = 980.6199 gals.).
 DO2557
 DO2557.The modeled gravity was interpolated from observed gravity values.
 DO2557
 DO2557;                    North         East    Units  Estimated Accuracy
 DO2557;SPC AR N     -   162,679.7     523,690.7     MT  (+/- 3 meters HH1 GPS) 
 DO2557
 DO2557_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV1403563459(NAD 83)
 DO2557
 DO2557                          SUPERSEDED SURVEY CONTROL
 DO2557
 DO2557.No superseded survey control is available for this station.
 DO2557
 DO2557_MARKER: DB = BENCH MARK DISK
 DO2557_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DO2557_SP_SET: BRIDGE ABUTMENT
 DO2557_STAMPING: A 330 2011
 DO2557_MARK LOGO: NONE
 DO2557_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2557_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO2557_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2557+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2011
 DO2557
 DO2557  HISTORY     - Date     Condition        Report By
 DO2557  HISTORY     - 20110222 MONUMENTED       ASSOEN
 DO2557
 DO2557                          STATION DESCRIPTION
 DO2557
 DO2557'DESCRIBED BY ASSOCIATED ENGINEERING 2011 (MPM)
 DO2557'THE MARK IS LOCATED ABOUT 8.0 MI (12.9 KM) SOUTH-SOUTHWEST OF
 DO2557'BROOKLAND, 5.8 MI (9.3 KM) WEST-SOUTHWEST OF NEEDHAM AND 5.3 MI (8.5
 DO2557'KM) SOUTHEAST OF JONESBORO.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DO2557'
 DO2557'TO REACH FROM THE INTERSECTION OF US HIGHWAY 63 AND WEST PARKER ROAD
 DO2557'HEAD SOUTHEAST ON ARKANSAS HIGHWAY 463 FOR 1.3 MI (2.1 KM) TURN RIGHT
 DO2557'ON INGELS ROAD FOR 0.7 MI (1.1 KM) TO THE MARK ON THE LEFT.
 DO2557'
 DO2557'IT IS 54.27 FT (16.5 M) WEST OF THE CENTERLINE OF A DITCH, 21.34 FT
 DO2557'(6.5 M) NORTH OF A POWER LINE POLE, 16.05 FT (4.9 M) SOUTH OF THE
 DO2557'CENTERLINE OF THE ROAD AND SET VERTICALLY IN THE SOUTHWEST FACE OF THE
 DO2557'ABUTMENT AND ABOUT LEVEL WITH THE ROAD.
 DO2557'
 DO2557'NOTE-THERE IS NO LOGO ON THE DISK.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO2583 ***********************************************************************
 DO2583  DESIGNATION -  A 331
 DO2583  PID         -  DO2583
 DO2583  STATE/COUNTY-  AR/CRAIGHEAD
 DO2583  COUNTRY     -  US
 DO2583  USGS QUAD   -  JONESBORO (2017)
 DO2583
 DO2583                         *CURRENT SURVEY CONTROL
 DO2583  ______________________________________________________________________
 DO2583* NAD 83(1986) POSITION- 35 51 00.44   (N) 090 42 16.95   (W)   HD_HELD1
 DO2583* NAVD 88 ORTHO HEIGHT -    90.504 (meters)      296.93  (feet) ADJUSTED
 DO2583  ______________________________________________________________________
 DO2583  GEOID HEIGHT    -        -27.826 (meters)                     GEOID18
 DO2583  DYNAMIC HEIGHT  -         90.427 (meters)      296.68  (feet) COMP
 DO2583  MODELED GRAVITY -    979,781.0   (mgal)                       NAVD 88
 DO2583
 DO2583  VERT ORDER      -  FIRST     CLASS II
 DO2583
 DO2583.The horizontal coordinates were determined by differentially corrected
 DO2583.hand held GPS observations or other comparable positioning techniques
 DO2583.and have an estimated accuracy of +/- 3 meters.
 DO2583
 DO2583.The orthometric height was determined by differential leveling and
 DO2583.adjusted by the NATIONAL GEODETIC SURVEY
 DO2583.in February 2013.
 DO2583
 DO2583.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2583.GEOID18 height accuracy estimate available here.
 DO2583
 DO2583.Click photographs - Photos may exist for this station.
 DO2583
 DO2583.The dynamic height is computed by dividing the NAVD 88
 DO2583.geopotential number by the normal gravity value computed on the
 DO2583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2583.degrees latitude (g = 980.6199 gals.).
 DO2583
 DO2583.The modeled gravity was interpolated from observed gravity values.
 DO2583
 DO2583;                    North         East    Units  Estimated Accuracy
 DO2583;SPC AR N     -   169,045.8     516,999.2     MT  (+/- 3 meters HH1 GPS) 
 DO2583
 DO2583_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV0727769757(NAD 83)
 DO2583
 DO2583                          SUPERSEDED SURVEY CONTROL
 DO2583
 DO2583.No superseded survey control is available for this station.
 DO2583
 DO2583_MARKER: DB = BENCH MARK DISK
 DO2583_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DO2583_SP_SET: BRIDGE ABUTMENT
 DO2583_STAMPING: A 331 2011
 DO2583_MARK LOGO: NONE
 DO2583_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2583_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO2583_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2583+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2010
 DO2583
 DO2583  HISTORY     - Date     Condition        Report By
 DO2583  HISTORY     - 20101129 MONUMENTED       ASSOEN
 DO2583
 DO2583                          STATION DESCRIPTION
 DO2583
 DO2583'DESCRIBED BY ASSOCIATED ENGINEERING 2010 (MPM)
 DO2583'THE MARK IS LOCATED ABOUT 6.8 MI (10.9 KM) SOUTHEAST OF BONO, 5.4 MI
 DO2583'(8.7 KM) EAST OF HERMAN AND IN THE TOWN OF JONESBORO, AR.
 DO2583'
 DO2583'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DO2583'
 DO2583'TO REACH FROM THE INTERSECTION OF WEST JOHNSON AVENUE AND NORTH MAIN
 DO2583'STREET HEAD NORTH ON NORTH MAIN STREET 0.30 MI (0.5 KM) TO THE MARK ON
 DO2583'THE LEFT.
 DO2583'
 DO2583'IT IS 59 FT (18.0 M) WEST OF A POWER LINE POLE, 30 FT (9.1 M) NORTH OF
 DO2583'A DRAINAGE INLET AND 4 FT (1.2 M) SOUTHWEST OF THE SOUTHWEST CORNER OF
 DO2583'THE BRIDGE OVER LOST CREEK.
 DO2583'
 DO2583'NOTE-THERE IS NO LOGO ON THE DISK.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO2610 ***********************************************************************
 DO2610  DESIGNATION -  A 332
 DO2610  PID         -  DO2610
 DO2610  STATE/COUNTY-  AR/CRAIGHEAD
 DO2610  COUNTRY     -  US
 DO2610  USGS QUAD   -  HERMAN (2017)
 DO2610
 DO2610                         *CURRENT SURVEY CONTROL
 DO2610  ______________________________________________________________________
 DO2610* NAD 83(1986) POSITION- 35 46 41.61   (N) 090 46 36.89   (W)   HD_HELD1
 DO2610* NAVD 88 ORTHO HEIGHT -    81.817 (meters)      268.43  (feet) ADJUSTED
 DO2610  ______________________________________________________________________
 DO2610  GEOID HEIGHT    -        -27.753 (meters)                     GEOID18
 DO2610  DYNAMIC HEIGHT  -         81.748 (meters)      268.20  (feet) COMP
 DO2610  MODELED GRAVITY -    979,779.9   (mgal)                       NAVD 88
 DO2610
 DO2610  VERT ORDER      -  FIRST     CLASS II
 DO2610
 DO2610.The horizontal coordinates were determined by differentially corrected
 DO2610.hand held GPS observations or other comparable positioning techniques
 DO2610.and have an estimated accuracy of +/- 3 meters.
 DO2610
 DO2610.The orthometric height was determined by differential leveling and
 DO2610.adjusted by the NATIONAL GEODETIC SURVEY
 DO2610.in February 2013.
 DO2610
 DO2610.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2610.GEOID18 height accuracy estimate available here.
 DO2610
 DO2610.Click photographs - Photos may exist for this station.
 DO2610
 DO2610.The dynamic height is computed by dividing the NAVD 88
 DO2610.geopotential number by the normal gravity value computed on the
 DO2610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2610.degrees latitude (g = 980.6199 gals.).
 DO2610
 DO2610.The modeled gravity was interpolated from observed gravity values.
 DO2610
 DO2610;                    North         East    Units  Estimated Accuracy
 DO2610;SPC AR N     -   160,986.1     510,576.6     MT  (+/- 3 meters HH1 GPS) 
 DO2610
 DO2610_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV0093761630(NAD 83)
 DO2610
 DO2610                          SUPERSEDED SURVEY CONTROL
 DO2610
 DO2610.No superseded survey control is available for this station.
 DO2610
 DO2610_MARKER: F = FLANGE-ENCASED ROD
 DO2610_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DO2610_STAMPING: A 332 2011
 DO2610_MARK LOGO: NONE
 DO2610_PROJECTION: RECESSED 3 CENTIMETERS
 DO2610_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DO2610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO2610_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2610+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2018
 DO2610_ROD/PIPE-DEPTH: 6.0 meters
 DO2610_SLEEVE-DEPTH  : 1 meters
 DO2610
 DO2610  HISTORY     - Date     Condition        Report By
 DO2610  HISTORY     - 20101201 MONUMENTED       ASSOEN
 DO2610  HISTORY     - 20170320 GOOD             ARHD
 DO2610  HISTORY     - 20180522 GOOD             ARHD
 DO2610
 DO2610                          STATION DESCRIPTION
 DO2610
 DO2610'DESCRIBED BY ASSOCIATED ENGINEERING 2010 (MPM)
 DO2610'THE MARK IS LOCATED ABOUT 6.0 MI (9.7 KM) SOUTHWEST OF JONESBORO, 5.4
 DO2610'MI (8.7 KM) SOUTH-SOUTHEAST OF HERMAN AND 5.0 MI (8.0 KM) NORTHEAST OF
 DO2610'OTWELL.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DO2610'
 DO2610'TO REACH FROM THE INTERSECTION OF HIGHWAY 63 AND SOUTHWEST DRIVE GO
 DO2610'SOUTHWESTERLY ON SOUTHWEST DRIVE 4.40 MI (7.1 KM) TO THE MARK ON THE
 DO2610'RIGHT.
 DO2610'
 DO2610'IT IS 72.30 FT (22.0 M) NORTH OF THE CENTERLINE OF SOUTHWEST DRIVE,
 DO2610'37.70 FT (11.5 M) EAST OF THE CENTERLINE OF WILKINSON DRIVE, 23.33 FT
 DO2610'(7.1 M) SOUTHEAST OF A LIGHT POLE AND 17.40 FT (5.3 M) SOUTH OF A FIRE
 DO2610'HYDRANT.
 DO2610'
 DO2610'NOTE-ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH (13 CM) LOGO CAP.
 DO2610
 DO2610                          STATION RECOVERY (2017)
 DO2610
 DO2610'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2017 (JDH)
 DO2610'RECOVERED IN GOOD CONDITION.
 DO2610
 DO2610                          STATION RECOVERY (2018)
 DO2610
 DO2610'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (BAB)
 DO2610'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO5137 ***********************************************************************
 DO5137  DESIGNATION -  A 333
 DO5137  PID         -  DO5137
 DO5137  STATE/COUNTY-  AR/CROSS
 DO5137  COUNTRY     -  US
 DO5137  USGS QUAD   -  WYNNE (2017)
 DO5137
 DO5137                         *CURRENT SURVEY CONTROL
 DO5137  ______________________________________________________________________
 DO5137* NAD 83(1986) POSITION- 35 10 56.     (N) 090 48 03.     (W)   SCALED
 DO5137* NAVD 88 ORTHO HEIGHT -    79.186 (meters)      259.80  (feet) ADJUSTED
 DO5137  ______________________________________________________________________
 DO5137  GEOID HEIGHT    -        -27.123 (meters)                     GEOID18
 DO5137  DYNAMIC HEIGHT  -         79.114 (meters)      259.56  (feet) COMP
 DO5137  MODELED GRAVITY -    979,728.7   (mgal)                       NAVD 88
 DO5137
 DO5137  VERT ORDER      -  FIRST     CLASS II
 DO5137
 DO5137.The horizontal coordinates were scaled from a map and have
 DO5137.an estimated accuracy of +/- 6 seconds.
 DO5137
 DO5137.The orthometric height was determined by differential leveling and
 DO5137.adjusted by the NATIONAL GEODETIC SURVEY
 DO5137.in April 2013.
 DO5137
 DO5137.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO5137.GEOID18 height accuracy estimate available here.
 DO5137
 DO5137.Click photographs - Photos may exist for this station.
 DO5137
 DO5137.The dynamic height is computed by dividing the NAVD 88
 DO5137.geopotential number by the normal gravity value computed on the
 DO5137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO5137.degrees latitude (g = 980.6199 gals.).
 DO5137
 DO5137.The modeled gravity was interpolated from observed gravity values.
 DO5137
 DO5137;                    North         East    Units  Estimated Accuracy
 DO5137;SPC AR N     -    94,840.      509,220.      MT  (+/- 180 meters Scaled)
 DO5137
 DO5137_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU002954(NAD 83)
 DO5137
 DO5137                          SUPERSEDED SURVEY CONTROL
 DO5137
 DO5137.No superseded survey control is available for this station.
 DO5137
 DO5137_MARKER: DV = VERTICAL CONTROL DISK
 DO5137_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DO5137_SP_SET: BRIDGE PARAPET WALL
 DO5137_STAMPING: A 333 2011
 DO5137_MARK LOGO: ARHD
 DO5137_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO5137_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO5137
 DO5137  HISTORY     - Date     Condition        Report By
 DO5137  HISTORY     - 20111004 MONUMENTED       ARHD
 DO5137
 DO5137                          STATION DESCRIPTION
 DO5137
 DO5137'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (JDH)
 DO5137'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) EAST-SOUTHEAST OF
 DO5137'HAMLIN, 6.2 MI (10.0 KM) WEST-SOUTHWEST OF WITTSBURG AND 3.0 MI (4.8
 DO5137'KM) SOUTH-SOUTHWEST OF WYNNE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DO5137'
 DO5137'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 1 AND STATE HIGHWAY
 DO5137'350 WEST, SOUTH OF WYNNE, AR.  GO NORTH FOR 1.3 MI (2.1 KM) TO THE
 DO5137'STATION ON THE RIGHT, IN THE TOP OF THE EAST PARAPET WALL ON THE SOUTH
 DO5137'END OF THE BRIDGE.
 DO5137'
 DO5137'IT IS 83.0 FT (25.3 M) NORTHWEST OF A POWER LINE POLE NUMBERED, 38.0
 DO5137'FT (11.6 M) EAST OF THE CENTERLINE OF STATE ROUTE 1, 10.9 FT (3.3 M)
 DO5137'NORTH OF SOUTH END OF THE PARAPET WALL AND ABOUT 1.5 FT (0.5 M) HIGHER
 DO5137'THAN THE GROUND, 83.0 FT (25.3 M) NORTHWEST OF A POWER LINE POLE
 DO5137'NUMBERED, 38.0 FT (11.6 M) EAST OF THE CENTERLINE OF STATE ROUTE 1,
 DO5137'10.9 FT (3.3 M) NORTH OF SOUTH END OF THE PARAPET WALL AND ABOUT 3.0
 DO5137'FT (0.9 M) HIGHER THAN THE BRIDGE DECK.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO7936 ***********************************************************************
 DO7936  DESIGNATION -  A 335
 DO7936  PID         -  DO7936
 DO7936  STATE/COUNTY-  AR/GREENE
 DO7936  COUNTRY     -  US
 DO7936  USGS QUAD   -  PARAGOULD WEST (2017)
 DO7936
 DO7936                         *CURRENT SURVEY CONTROL
 DO7936  ______________________________________________________________________
 DO7936* NAD 83(1986) POSITION- 36 04 02.     (N) 090 34 52.     (W)   SCALED
 DO7936* NAVD 88 ORTHO HEIGHT -   122.860 (meters)      403.08  (feet) ADJUSTED
 DO7936  ______________________________________________________________________
 DO7936  GEOID HEIGHT    -        -28.192 (meters)                     GEOID18
 DO7936  DYNAMIC HEIGHT  -        122.755 (meters)      402.74  (feet) COMP
 DO7936  MODELED GRAVITY -    979,781.7   (mgal)                       NAVD 88
 DO7936
 DO7936  VERT ORDER      -  FIRST     CLASS II
 DO7936
 DO7936.The horizontal coordinates were scaled from a map and have
 DO7936.an estimated accuracy of +/- 6 seconds.
 DO7936
 DO7936.The orthometric height was determined by differential leveling and
 DO7936.adjusted by the NATIONAL GEODETIC SURVEY
 DO7936.in March 2014.
 DO7936
 DO7936.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7936.GEOID18 height accuracy estimate available here.
 DO7936
 DO7936.Click photographs - Photos may exist for this station.
 DO7936
 DO7936.The dynamic height is computed by dividing the NAVD 88
 DO7936.geopotential number by the normal gravity value computed on the
 DO7936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7936.degrees latitude (g = 980.6199 gals.).
 DO7936
 DO7936.The modeled gravity was interpolated from observed gravity values.
 DO7936
 DO7936;                    North         East    Units  Estimated Accuracy
 DO7936;SPC AR N     -   193,290.      527,820.      MT  (+/- 180 meters Scaled)
 DO7936
 DO7936_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV178941(NAD 83)
 DO7936
 DO7936                          SUPERSEDED SURVEY CONTROL
 DO7936
 DO7936.No superseded survey control is available for this station.
 DO7936
 DO7936_MARKER: F = FLANGE-ENCASED ROD
 DO7936_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DO7936_STAMPING: A 335 2012
 DO7936_MARK LOGO: ASSOEN
 DO7936_PROJECTION: RECESSED 3 CENTIMETERS
 DO7936_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO7936_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7936_ROD/PIPE-DEPTH: 6.03 meters
 DO7936_SLEEVE-DEPTH  : 1 meters
 DO7936
 DO7936  HISTORY     - Date     Condition        Report By
 DO7936  HISTORY     - 20121025 MONUMENTED       ASSOEN
 DO7936
 DO7936                          STATION DESCRIPTION
 DO7936
 DO7936'DESCRIBED BY ASSOCIATED ENGINEERING 2012 (MPM)
 DO7936'THE MARK IS LOCATED ABOUT 15.0 KM (9.3 MI) NORTHEAST OF LORADO, 8.5 KM
 DO7936'(5.3 MI) EAST-NORTHEAST OF WALCOTT AND 7.4 KM (4.6 MI) WEST OF
 DO7936'PARAGOULD.
 DO7936'
 DO7936'TO REACH FROM THE INTERSECTION OF HIGHWAY 412 WEST AND HIGHWAY 49Y
 DO7936'NORTH IN PARAGOULD, ARKANSAS, GO WEST ON HIGHWAY 412 FOR 4.00 MI (6.4
 DO7936'KM) TO THE MARK ON THE LEFT ABOUT 480 FT (146.3 M) EAST OF 73TH
 DO7936'STREET.
 DO7936'
 DO7936'IT IS 10.45 M (34.3 FT) EAST OF A SEWER MANHOLE, 9.54 M (31.3 FT)
 DO7936'SOUTHEAST OF A TELEPHONE PEDESTAL, 8.90 M (29.2 FT) SOUTH OF A POWER
 DO7936'POLE AND.37 M EAST OF A GUY WIRE.
 DO7936'
 DO7936'NOTE-ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH (13 CM) LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO8360 ***********************************************************************
 DO8360  DESIGNATION -  A 337
 DO8360  PID         -  DO8360
 DO8360  STATE/COUNTY-  AR/MILLER
 DO8360  COUNTRY     -  US
 DO8360  USGS QUAD   -  FULTON (2017)
 DO8360
 DO8360                         *CURRENT SURVEY CONTROL
 DO8360  ______________________________________________________________________
 DO8360* NAD 83(1986) POSITION- 33 36 15.03   (N) 093 49 13.63   (W)   HD_HELD1
 DO8360* NAVD 88 ORTHO HEIGHT -    79.411 (meters)      260.53  (feet) ADJUSTED
 DO8360  ______________________________________________________________________
 DO8360  GEOID HEIGHT    -        -27.045 (meters)                     GEOID18
 DO8360  DYNAMIC HEIGHT  -         79.328 (meters)      260.26  (feet) COMP
 DO8360  MODELED GRAVITY -    979,586.1   (mgal)                       NAVD 88
 DO8360
 DO8360  VERT ORDER      -  SECOND    CLASS I
 DO8360
 DO8360.The horizontal coordinates were determined by differentially corrected
 DO8360.hand held GPS observations or other comparable positioning techniques
 DO8360.and have an estimated accuracy of +/- 3 meters.
 DO8360
 DO8360.The orthometric height was determined by differential leveling and
 DO8360.adjusted by the NATIONAL GEODETIC SURVEY
 DO8360.in February 2014.
 DO8360
 DO8360.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8360.GEOID18 height accuracy estimate available here.
 DO8360
 DO8360.Click photographs - Photos may exist for this station.
 DO8360
 DO8360.The dynamic height is computed by dividing the NAVD 88
 DO8360.geopotential number by the normal gravity value computed on the
 DO8360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8360.degrees latitude (g = 980.6199 gals.).
 DO8360
 DO8360.The modeled gravity was interpolated from observed gravity values.
 DO8360
 DO8360;                    North         East    Units  Estimated Accuracy
 DO8360;SPC AR S     -   505,483.7     231,059.7     MT  (+/- 3 meters HH1 GPS) 
 DO8360
 DO8360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT2388218570(NAD 83)
 DO8360
 DO8360                          SUPERSEDED SURVEY CONTROL
 DO8360
 DO8360.No superseded survey control is available for this station.
 DO8360
 DO8360_MARKER: DB = BENCH MARK DISK
 DO8360_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DO8360_SP_SET: HEADWALL
 DO8360_STAMPING: A 337 2013
 DO8360_MARK LOGO: ARHD
 DO8360_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO8360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO8360+STABILITY: SURFACE MOTION
 DO8360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO8360+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2018
 DO8360
 DO8360  HISTORY     - Date     Condition        Report By
 DO8360  HISTORY     - 20130320 MONUMENTED       ARHD
 DO8360  HISTORY     - 20160315 GOOD             ARHD
 DO8360  HISTORY     - 20180813 GOOD             ARHD
 DO8360
 DO8360                          STATION DESCRIPTION
 DO8360
 DO8360'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (JDH)
 DO8360'THE STATION IS LOCATED ABOUT 9.1 KM (5.7 MI) NORTHEAST OF HOMAN, 6.4
 DO8360'KM (4.0 MI) SOUTH OF MCNAB AND 1.3 KM (0.8 MI) SOUTH-SOUTHWEST OF
 DO8360'FULTON.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DO8360'
 DO8360'TO REACH FROM THE INTERSECTION OF HIGHWAY 355 HIGHWAY 67, GO SOUTH ON
 DO8360'HIGHWAY 67 FOR 0.7 MI (1.1 KM) TO THE STATION ON THE LEFT, IN THE
 DO8360'CENTER OF THE HEADWALL.
 DO8360'
 DO8360'IT IS 14.3 M (46.9 FT) EAST OF THE CENTERLINE OF HIGHWAY 67 AND 6.6 M
 DO8360'(21.7 FT) EAST OF A CABLE FENCE BARRIER.
 DO8360
 DO8360                          STATION RECOVERY (2016)
 DO8360
 DO8360'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 DO8360'RECOVERED IN GOOD CONDITION.
 DO8360
 DO8360                          STATION RECOVERY (2018)
 DO8360
 DO8360'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (WSJ)
 DO8360'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO9600 ***********************************************************************
 DO9600  DESIGNATION -  A 338
 DO9600  PID         -  DO9600
 DO9600  STATE/COUNTY-  AR/OUACHITA
 DO9600  COUNTRY     -  US
 DO9600  USGS QUAD   -  CAMDEN SW (2017)
 DO9600
 DO9600                         *CURRENT SURVEY CONTROL
 DO9600  ______________________________________________________________________
 DO9600* NAD 83(1986) POSITION- 33 32 36.8    (N) 092 53 23.3    (W)   HD_HELD2
 DO9600* NAVD 88 ORTHO HEIGHT -    39.912 (meters)      130.94  (feet) ADJUSTED
 DO9600  ______________________________________________________________________
 DO9600  GEOID HEIGHT    -        -26.319 (meters)                     GEOID18
 DO9600  DYNAMIC HEIGHT  -         39.870 (meters)      130.81  (feet) COMP
 DO9600  MODELED GRAVITY -    979,596.0   (mgal)                       NAVD 88
 DO9600
 DO9600  VERT ORDER      -  FIRST     CLASS II
 DO9600
 DO9600.The horizontal coordinates were established by autonomous hand held GPS
 DO9600.observations and have an estimated accuracy of +/- 10 meters.
 DO9600
 DO9600.The orthometric height was determined by differential leveling and
 DO9600.adjusted by the NATIONAL GEODETIC SURVEY
 DO9600.in March 2014.
 DO9600
 DO9600.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9600.GEOID18 height accuracy estimate available here.
 DO9600
 DO9600.Click photographs - Photos may exist for this station.
 DO9600
 DO9600.The dynamic height is computed by dividing the NAVD 88
 DO9600.geopotential number by the normal gravity value computed on the
 DO9600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9600.degrees latitude (g = 980.6199 gals.).
 DO9600
 DO9600.The modeled gravity was interpolated from observed gravity values.
 DO9600
 DO9600;                    North         East    Units  Estimated Accuracy
 DO9600;SPC AR S     -   497,617.      317,363.      MT  (+/- 10 meters HH2 GPS)
 DO9600
 DO9600_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT1023011553(NAD 83)
 DO9600
 DO9600                          SUPERSEDED SURVEY CONTROL
 DO9600
 DO9600.No superseded survey control is available for this station.
 DO9600
 DO9600_MARKER: DB = BENCH MARK DISK
 DO9600_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DO9600_SP_SET: HEADWALL
 DO9600_STAMPING: A 338 2013
 DO9600_MARK LOGO: ARHD
 DO9600_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO9600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO9600+STABILITY: SURFACE MOTION
 DO9600_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9600+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2013
 DO9600
 DO9600  HISTORY     - Date     Condition        Report By
 DO9600  HISTORY     - 20130509 MONUMENTED       ARHD
 DO9600
 DO9600                          STATION DESCRIPTION
 DO9600
 DO9600'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (JDH)
 DO9600'THE STATION IS LOCATED ABOUT 14.3 KM (8.9 MI) WEST-SOUTHWEST OF EAST
 DO9600'CAMDEN, 9.8 KM (6.1 MI) NORTHEAST OF BUENA VISTA AND 5.8 KM (3.6 MI)
 DO9600'SOUTHWEST OF CAMDEN.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DO9600'
 DO9600'TO REACH FROM THE INTERSECTION OF HIGHWAY 79 AND HIGHWAY 278, GO SOUTH
 DO9600'ON HIGHWAY 79 FOR 3.7 MI (6.0 KM) TO THE STATION ON THE LEFT, IN THE
 DO9600'CENTER OF THE HEADWALL.
 DO9600'
 DO9600'IT IS 70 FT (21.3 M) SOUTHEAST OF THE CENTERLINE OF HIGHWAY 79, 55 FT
 DO9600'(16.8 M) NORTHEAST OF A GAS METER, 45 FT (13.7 M) SOUTH OF A TELEPHONE
 DO9600'BOX AND 9 FT (2.7 M) SOUTH OF THE CENTERLINE OF A GRAVEL DRIVE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GG0096 ***********************************************************************
 GG0096  DESIGNATION -  A 34
 GG0096  PID         -  GG0096
 GG0096  STATE/COUNTY-  AR/BENTON
 GG0096  COUNTRY     -  US
 GG0096  USGS QUAD   -  ROGERS (2017)
 GG0096
 GG0096                         *CURRENT SURVEY CONTROL
 GG0096  ______________________________________________________________________
 GG0096* NAD 83(1986) POSITION- 36 20 36.     (N) 094 07 00.     (W)   SCALED
 GG0096* NAVD 88 ORTHO HEIGHT -   413.570 (meters)     1356.85  (feet) ADJUSTED
 GG0096  ______________________________________________________________________
 GG0096  GEOID HEIGHT    -        -28.159 (meters)                     GEOID18
 GG0096  DYNAMIC HEIGHT  -        413.205 (meters)     1355.66  (feet) COMP
 GG0096  MODELED GRAVITY -    979,735.8   (mgal)                       NAVD 88
 GG0096
 GG0096  VERT ORDER      -  FIRST     CLASS II
 GG0096
 GG0096.The horizontal coordinates were scaled from a map and have
 GG0096.an estimated accuracy of +/- 6 seconds.
 GG0096
 GG0096.The orthometric height was determined by differential leveling and
 GG0096.adjusted by the NATIONAL GEODETIC SURVEY
 GG0096.in June 1991.
 GG0096
 GG0096.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0096.GEOID18 height accuracy estimate available here.
 GG0096
 GG0096.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA997226(NAD 83)
 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
 GG0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0096.See file dsdata.pdf to determine how the superseded data were derived.
 GG0096
 GG0096_MARKER: DB = BENCH MARK DISK
 GG0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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             CGS
 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  HISTORY     - 20071219 MARK NOT FOUND   INDIV
 GG0096  HISTORY     - 20120207 MARK NOT FOUND   ARHD
 GG0096
 GG0096                          STATION DESCRIPTION
 GG0096
 GG0096'DESCRIBED BY COAST AND 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.
 GG0096
 GG0096                          STATION RECOVERY (2007)
 GG0096
 GG0096'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (RDS)
 GG0096'MARK NOT FOUND, CONCRETE POST PUSHED OVER AND MULTILATED
 GG0096
 GG0096                          STATION RECOVERY (2012)
 GG0096
 GG0096'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (AMC)
 GG0096'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DP5077 ***********************************************************************
 DP5077  DESIGNATION -  A 340
 DP5077  PID         -  DP5077
 DP5077  STATE/COUNTY-  AR/SALINE
 DP5077  COUNTRY     -  US
 DP5077  USGS QUAD   -  BENTON (2017)
 DP5077
 DP5077                         *CURRENT SURVEY CONTROL
 DP5077  ______________________________________________________________________
 DP5077* NAD 83(1986) POSITION- 34 33 51.4    (N) 092 37 07.3    (W)   HD_HELD2
 DP5077* NAVD 88 ORTHO HEIGHT -    91.076 (meters)      298.81  (feet) ADJUSTED
 DP5077  ______________________________________________________________________
 DP5077  GEOID HEIGHT    -        -26.459 (meters)                     GEOID18
 DP5077  DYNAMIC HEIGHT  -         90.992 (meters)      298.53  (feet) COMP
 DP5077  MODELED GRAVITY -    979,702.3   (mgal)                       NAVD 88
 DP5077
 DP5077  VERT ORDER      -  SECOND    CLASS I
 DP5077
 DP5077.The horizontal coordinates were established by autonomous hand held GPS
 DP5077.observations and have an estimated accuracy of +/- 10 meters.
 DP5077
 DP5077.The orthometric height was determined by differential leveling and
 DP5077.adjusted by the NATIONAL GEODETIC SURVEY
 DP5077.in December 2014.
 DP5077
 DP5077.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5077.GEOID18 height accuracy estimate available here.
 DP5077
 DP5077.Click photographs - Photos may exist for this station.
 DP5077
 DP5077.The dynamic height is computed by dividing the NAVD 88
 DP5077.geopotential number by the normal gravity value computed on the
 DP5077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5077.degrees latitude (g = 980.6199 gals.).
 DP5077
 DP5077.The modeled gravity was interpolated from observed gravity values.
 DP5077
 DP5077;                    North         East    Units  Estimated Accuracy
 DP5077;SPC AR S     -   610,644.      343,225.      MT  (+/- 10 meters HH2 GPS)
 DP5077
 DP5077_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU3497824790(NAD 83)
 DP5077
 DP5077                          SUPERSEDED SURVEY CONTROL
 DP5077
 DP5077.No superseded survey control is available for this station.
 DP5077
 DP5077_MARKER: DB = BENCH MARK DISK
 DP5077_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DP5077_SP_SET: BRIDGE PARAPET WALL
 DP5077_STAMPING: A 340 2014
 DP5077_MARK LOGO: ARHD
 DP5077_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5077_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP5077_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP5077+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2014
 DP5077
 DP5077  HISTORY     - Date     Condition        Report By
 DP5077  HISTORY     - 20140618 MONUMENTED       ARHD
 DP5077
 DP5077                          STATION DESCRIPTION
 DP5077
 DP5077'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (JDH)
 DP5077'THE STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) SOUTH-SOUTHWEST OF
 DP5077'CONGO, 4.5 MI (7.2 KM) NORTH-NORTHEAST OF HASKELL AND 1.8 MI (2.9 KM)
 DP5077'WEST OF BENTON.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DP5077'
 DP5077'TO REACH FROM THE INTERSECTION OF I-30 AND HIGHWAY 229, GO NORTH ON
 DP5077'HIGHWAY 229 FOR 1.75 MI (2.8 KM) TO THE STATION ON THE RIGHT, IN THE
 DP5077'SOUTHWEST CORNER OF A BRIDGE PARAPET WALL OVER SALINE RIVER.
 DP5077'
 DP5077'IT IS 17 FT (5.2 M) SOUTH OF HIGHWAY 229 CENTERLINE AND 8.8 FT (2.7 M)
 DP5077'WEST OF THE SOUTHWEST CORNER OF THE BRIDGE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DP6892 ***********************************************************************
 DP6892  DESIGNATION -  A 341
 DP6892  PID         -  DP6892
 DP6892  STATE/COUNTY-  AR/WHITE
 DP6892  COUNTRY     -  US
 DP6892  USGS QUAD   -  BALD KNOB (2017)
 DP6892
 DP6892                         *CURRENT SURVEY CONTROL
 DP6892  ______________________________________________________________________
 DP6892* NAD 83(1986) POSITION- 35 18 03.0    (N) 091 35 15.5    (W)   HD_HELD2
 DP6892* NAVD 88 ORTHO HEIGHT -    71.348 (meters)      234.08  (feet) ADJUSTED
 DP6892  ______________________________________________________________________
 DP6892  GEOID HEIGHT    -        -27.326 (meters)                     GEOID18
 DP6892  DYNAMIC HEIGHT  -         71.284 (meters)      233.87  (feet) COMP
 DP6892  MODELED GRAVITY -    979,742.1   (mgal)                       NAVD 88
 DP6892
 DP6892  VERT ORDER      -  SECOND    CLASS I
 DP6892
 DP6892.The horizontal coordinates were established by autonomous hand held GPS
 DP6892.observations and have an estimated accuracy of +/- 10 meters.
 DP6892
 DP6892.The orthometric height was determined by differential leveling and
 DP6892.adjusted by the NATIONAL GEODETIC SURVEY
 DP6892.in October 2015.
 DP6892
 DP6892.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6892.GEOID18 height accuracy estimate available here.
 DP6892
 DP6892.Click photographs - Photos may exist for this station.
 DP6892
 DP6892.The dynamic height is computed by dividing the NAVD 88
 DP6892.geopotential number by the normal gravity value computed on the
 DP6892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6892.degrees latitude (g = 980.6199 gals.).
 DP6892
 DP6892.The modeled gravity was interpolated from observed gravity values.
 DP6892
 DP6892;                    North         East    Units  Estimated Accuracy
 DP6892;SPC AR N     -   107,414.      437,503.      MT  (+/- 10 meters HH2 GPS)
 DP6892
 DP6892_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV2841107319(NAD 83)
 DP6892
 DP6892                          SUPERSEDED SURVEY CONTROL
 DP6892
 DP6892.No superseded survey control is available for this station.
 DP6892
 DP6892_MARKER: X = CHISELED CROSS
 DP6892_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DP6892_SP_SET: MANHOLE RIM
 DP6892_STAMPING: A 341 2014
 DP6892_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6892_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP6892_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6892+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2014
 DP6892
 DP6892  HISTORY     - Date     Condition        Report By
 DP6892  HISTORY     - 20140828 MONUMENTED       ARHD
 DP6892
 DP6892                          STATION DESCRIPTION
 DP6892
 DP6892'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (JDH)
 DP6892'THE STATION IS LOCATED ABOUT 6.6 MI (10.6 KM) NORTHEAST OF KENSETT,
 DP6892'3.6 MI (5.8 KM) NORTHEAST OF JUDSONIA AND 1.3 MI (2.1 KM)
 DP6892'WEST-SOUTHWEST OF BALD KNOB.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DP6892'
 DP6892'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 367 AND US I-67, GO
 DP6892'SOUTH ON HIGHWAY 367 FOR 2.07 MI (3.3 KM) TO THE STATION ON THE LEFT,
 DP6892'IN A TELEPHONE MANHOLE RIM ON THE EAST SIDE.
 DP6892'
 DP6892'IT IS 53 FT (16.2 M) SOUTH OF HIGHWAY 367 CENTERLINE AND 23 FT (7.0 M)
 DP6892'EAST OF A COMBINATION POLE.
 DP6892'
 DP6892'NOTE-THE DATUM POINT IS STAMPED ON THE EAST SIDE OF A MANHOLE RIM.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DP6917 ***********************************************************************
 DP6917  DESIGNATION -  A 342
 DP6917  PID         -  DP6917
 DP6917  STATE/COUNTY-  AR/INDEPENDENCE
 DP6917  COUNTRY     -  US
 DP6917  USGS QUAD   -  HUFF (2017)
 DP6917
 DP6917                         *CURRENT SURVEY CONTROL
 DP6917  ______________________________________________________________________
 DP6917* NAD 83(1986) POSITION- 35 36 44.2    (N) 091 36 24.0    (W)   HD_HELD2
 DP6917* NAVD 88 ORTHO HEIGHT -    92.069 (meters)      302.06  (feet) ADJUSTED
 DP6917  ______________________________________________________________________
 DP6917  GEOID HEIGHT    -        -27.354 (meters)                     GEOID18
 DP6917  DYNAMIC HEIGHT  -         91.989 (meters)      301.80  (feet) COMP
 DP6917  MODELED GRAVITY -    979,765.1   (mgal)                       NAVD 88
 DP6917
 DP6917  VERT ORDER      -  SECOND    CLASS I
 DP6917
 DP6917.The horizontal coordinates were established by autonomous hand held GPS
 DP6917.observations and have an estimated accuracy of +/- 10 meters.
 DP6917
 DP6917.The orthometric height was determined by differential leveling and
 DP6917.adjusted by the NATIONAL GEODETIC SURVEY
 DP6917.in October 2015.
 DP6917
 DP6917.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6917.GEOID18 height accuracy estimate available here.
 DP6917
 DP6917.Click photographs - Photos may exist for this station.
 DP6917
 DP6917.The dynamic height is computed by dividing the NAVD 88
 DP6917.geopotential number by the normal gravity value computed on the
 DP6917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6917.degrees latitude (g = 980.6199 gals.).
 DP6917
 DP6917.The modeled gravity was interpolated from observed gravity values.
 DP6917
 DP6917;                    North         East    Units  Estimated Accuracy
 DP6917;SPC AR N     -   141,959.      435,635.      MT  (+/- 10 meters HH2 GPS)
 DP6917
 DP6917_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV2619341839(NAD 83)
 DP6917
 DP6917                          SUPERSEDED SURVEY CONTROL
 DP6917
 DP6917.No superseded survey control is available for this station.
 DP6917
 DP6917_MARKER: I = METAL ROD
 DP6917_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP6917_SP_SET: BRIDGE PARAPET WALL
 DP6917_STAMPING: A 342 2014
 DP6917_MARK LOGO: ARHD
 DP6917_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6917_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6917_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP6917+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2014
 DP6917
 DP6917  HISTORY     - Date     Condition        Report By
 DP6917  HISTORY     - 20141029 MONUMENTED       ARHD
 DP6917  HISTORY     - 20210720 GOOD             MNDT
 DP6917
 DP6917                          STATION DESCRIPTION
 DP6917
 DP6917'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (JDH)
 DP6917'THE STATION IS LOCATED ABOUT 5.5 MI (8.8 KM) SOUTH OF SALADO, 4.4 MI
 DP6917'(7.1 KM) NORTH-NORTHEAST OF PLEASANT PLAINS AND 0.8 MI (1.3 KM) SOUTH
 DP6917'OF HUFF.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DP6917'
 DP6917'TO REACH FROM THE INTERSECTION OF US HIGHWAY 167 AND STATE HIGHWAY
 DP6917'157, GO NORTH ON HIGHWAY 167 FOR 4.1 MI (6.6 KM) TO THE STATION ON THE
 DP6917'RIGHT, IN THE SOUTHEAST CORNER OF THE BRIDGE.
 DP6917'
 DP6917'IT IS 68 FT (20.7 M) EAST OF HIGHWAY 167 CENTERLINE AND 1 FT (0.3 M)
 DP6917'NORTH OF THE GUARDRAIL.
 DP6917
 DP6917                          STATION RECOVERY (2021)
 DP6917
 DP6917'RECOVERY NOTE BY MN DEPT OF TRANSP 2021 (DAS)
 DP6917'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ4453 ***********************************************************************
 DQ4453  DESIGNATION -  A 343
 DQ4453  PID         -  DQ4453
 DQ4453  STATE/COUNTY-  AR/JEFFERSON
 DQ4453  COUNTRY     -  US
 DQ4453  USGS QUAD   -  LADD (2017)
 DQ4453
 DQ4453                         *CURRENT SURVEY CONTROL
 DQ4453  ______________________________________________________________________
 DQ4453* NAD 83(1986) POSITION- 34 11 41.6    (N) 091 55 06.8    (W)   HD_HELD2
 DQ4453* NAVD 88 ORTHO HEIGHT -    62.801 (meters)      206.04  (feet) ADJUSTED
 DQ4453  ______________________________________________________________________
 DQ4453  GEOID HEIGHT    -        -25.965 (meters)                     GEOID18
 DQ4453  DYNAMIC HEIGHT  -         62.740 (meters)      205.84  (feet) COMP
 DQ4453  MODELED GRAVITY -    979,665.9   (mgal)                       NAVD 88
 DQ4453
 DQ4453  VERT ORDER      -  FIRST     CLASS II
 DQ4453
 DQ4453.The horizontal coordinates were established by autonomous hand held GPS
 DQ4453.observations and have an estimated accuracy of +/- 10 meters.
 DQ4453
 DQ4453.The orthometric height was determined by differential leveling and
 DQ4453.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4453.in February 2017.
 DQ4453
 DQ4453.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4453.GEOID18 height accuracy estimate available here.
 DQ4453
 DQ4453.Click photographs - Photos may exist for this station.
 DQ4453
 DQ4453.The dynamic height is computed by dividing the NAVD 88
 DQ4453.geopotential number by the normal gravity value computed on the
 DQ4453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4453.degrees latitude (g = 980.6199 gals.).
 DQ4453
 DQ4453.The modeled gravity was interpolated from observed gravity values.
 DQ4453
 DQ4453;                    North         East    Units  Estimated Accuracy
 DQ4453;SPC AR S     -   569,502.      407,506.      MT  (+/- 10 meters HH2 GPS)
 DQ4453
 DQ4453_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT9964284293(NAD 83)
 DQ4453
 DQ4453                          SUPERSEDED SURVEY CONTROL
 DQ4453
 DQ4453.No superseded survey control is available for this station.
 DQ4453
 DQ4453_MARKER: DB = BENCH MARK DISK
 DQ4453_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DQ4453_SP_SET: BRIDGE PARAPET WALL
 DQ4453_STAMPING: A 343 2015
 DQ4453_MARK LOGO: ARHD
 DQ4453_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ4453_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4453_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ4453+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2015
 DQ4453
 DQ4453  HISTORY     - Date     Condition        Report By
 DQ4453  HISTORY     - 20150616 MONUMENTED       ARHD
 DQ4453
 DQ4453                          STATION DESCRIPTION
 DQ4453
 DQ4453'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 DQ4453'THE STATION IS LOCATED ABOUT 6.1 MI (9.8 KM) SOUTH-SOUTHWEST OF ROB
 DQ4453'ROY, 5.4 MI (8.7 KM) EAST-SOUTHEAST OF PINE BLUFF AND 3.8 MI (6.1 KM)
 DQ4453'NORTH OF LADD.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ4453'
 DQ4453'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65, US HIGHWAY 425 AND
 DQ4453'STATE HIGHWAY 81, GO EAST ON HIGHWAY 65 FOR 0.2 MI (0.3 KM) TO THE
 DQ4453'STATION ON THE LEFT.
 DQ4453'
 DQ4453'IT IS IN THE NORTHEAST CORNER OF THE BRIDGE PARAPET WALL OVER COUSART
 DQ4453'BAYOU, 40 FT (12.2 M) NORTH OF HIGHWAY 65 CENTERLINE AND 8 FT (2.4 M)
 DQ4453'EAST OF A GUARD RAIL.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ3500 ***********************************************************************
 DQ3500  DESIGNATION -  A 344
 DQ3500  PID         -  DQ3500
 DQ3500  STATE/COUNTY-  AR/VAN BUREN
 DQ3500  COUNTRY     -  US
 DQ3500  USGS QUAD   -  BEE BRANCH (2017)
 DQ3500
 DQ3500                         *CURRENT SURVEY CONTROL
 DQ3500  ______________________________________________________________________
 DQ3500* NAD 83(1986) POSITION- 35 28 38.8    (N) 092 25 24.0    (W)   HD_HELD2
 DQ3500* NAVD 88 ORTHO HEIGHT -   328.062 (meters)     1076.32  (feet) ADJUSTED
 DQ3500  ______________________________________________________________________
 DQ3500  GEOID HEIGHT    -        -27.924 (meters)                     GEOID18
 DQ3500  DYNAMIC HEIGHT  -        327.752 (meters)     1075.30  (feet) COMP
 DQ3500  MODELED GRAVITY -    979,680.1   (mgal)                       NAVD 88
 DQ3500
 DQ3500  VERT ORDER      -  SECOND    CLASS I
 DQ3500
 DQ3500.The horizontal coordinates were established by autonomous hand held GPS
 DQ3500.observations and have an estimated accuracy of +/- 10 meters.
 DQ3500
 DQ3500.The orthometric height was determined by differential leveling and
 DQ3500.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3500.in January 2017.
 DQ3500
 DQ3500.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3500.GEOID18 height accuracy estimate available here.
 DQ3500
 DQ3500.Click photographs - Photos may exist for this station.
 DQ3500
 DQ3500.The dynamic height is computed by dividing the NAVD 88
 DQ3500.geopotential number by the normal gravity value computed on the
 DQ3500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3500.degrees latitude (g = 980.6199 gals.).
 DQ3500
 DQ3500.The modeled gravity was interpolated from observed gravity values.
 DQ3500
 DQ3500;                    North         East    Units  Estimated Accuracy
 DQ3500;SPC AR N     -   127,012.      361,583.      MT  (+/- 10 meters HH2 GPS)
 DQ3500
 DQ3500_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV5231426144(NAD 83)
 DQ3500
 DQ3500                          SUPERSEDED SURVEY CONTROL
 DQ3500
 DQ3500.No superseded survey control is available for this station.
 DQ3500
 DQ3500_MARKER: DB = BENCH MARK DISK
 DQ3500_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ3500_SP_SET: RETAINING WALL
 DQ3500_STAMPING: A 344 2015
 DQ3500_MARK LOGO: ARHD
 DQ3500_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3500+STABILITY: SURFACE MOTION
 DQ3500_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3500+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2015
 DQ3500
 DQ3500  HISTORY     - Date     Condition        Report By
 DQ3500  HISTORY     - 20150908 MONUMENTED       ARHD
 DQ3500
 DQ3500                          STATION DESCRIPTION
 DQ3500
 DQ3500'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 DQ3500'THE STATION IS LOCATED ABOUT 5.0 MI (8.0 KM) EAST-NORTHEAST OF
 DQ3500'FORMOSA, 4.7 MI (7.6 KM) WEST OF MORGANTON AND 2.5 MI (4.0 KM)
 DQ3500'NORTHWEST OF BEE BRANCH.  OWNERSHIP--DOUG FISHER.
 DQ3500'
 DQ3500'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 92,
 DQ3500'GO NORTH ON HIGHWAY 65 FOR 2.47 MI (3.97 KM) TO THE STATION ON THE
 DQ3500'LEFT, IN A CONCRETE RETAINING WALL THAT WAS USED FOR AN OLD CONCRETE
 DQ3500'PLANT.
 DQ3500'
 DQ3500'IT IS 131 FT (39.9 M) WEST OF HIGHWAY 65 CENTERLINE, 71 FT (21.6 M)
 DQ3500'NORTHWEST OF A COMBINATION POLE AND 58 FT (17.7 M) SOUTH OF A GRAVEL
 DQ3500'DRIVE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ3534 ***********************************************************************
 DQ3534  DESIGNATION -  A 345
 DQ3534  PID         -  DQ3534
 DQ3534  STATE/COUNTY-  AR/VAN BUREN
 DQ3534  COUNTRY     -  US
 DQ3534  USGS QUAD   -  OLD LEXINGTON (2017)
 DQ3534
 DQ3534                         *CURRENT SURVEY CONTROL
 DQ3534  ______________________________________________________________________
 DQ3534* NAD 83(1986) POSITION- 35 40 51.9    (N) 092 29 52.5    (W)   HD_HELD2
 DQ3534* NAVD 88 ORTHO HEIGHT -   433.187 (meters)     1421.21  (feet) ADJUSTED
 DQ3534  ______________________________________________________________________
 DQ3534  GEOID HEIGHT    -        -27.872 (meters)                     GEOID18
 DQ3534  DYNAMIC HEIGHT  -        432.778 (meters)     1419.87  (feet) COMP
 DQ3534  MODELED GRAVITY -    979,676.3   (mgal)                       NAVD 88
 DQ3534
 DQ3534  VERT ORDER      -  SECOND    CLASS I
 DQ3534
 DQ3534.The horizontal coordinates were established by autonomous hand held GPS
 DQ3534.observations and have an estimated accuracy of +/- 10 meters.
 DQ3534
 DQ3534.The orthometric height was determined by differential leveling and
 DQ3534.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3534.in January 2017.
 DQ3534
 DQ3534.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3534.GEOID18 height accuracy estimate available here.
 DQ3534
 DQ3534.Click photographs - Photos may exist for this station.
 DQ3534
 DQ3534.The dynamic height is computed by dividing the NAVD 88
 DQ3534.geopotential number by the normal gravity value computed on the
 DQ3534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3534.degrees latitude (g = 980.6199 gals.).
 DQ3534
 DQ3534.The modeled gravity was interpolated from observed gravity values.
 DQ3534
 DQ3534;                    North         East    Units  Estimated Accuracy
 DQ3534;SPC AR N     -   149,636.      354,929.      MT  (+/- 10 meters HH2 GPS)
 DQ3534
 DQ3534_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV4543348692(NAD 83)
 DQ3534
 DQ3534                          SUPERSEDED SURVEY CONTROL
 DQ3534
 DQ3534.No superseded survey control is available for this station.
 DQ3534
 DQ3534_MARKER: DB = BENCH MARK DISK
 DQ3534_SETTING: 80 = SET IN A BOULDER
 DQ3534_STAMPING: A 345 2015
 DQ3534_MARK LOGO: ARHD
 DQ3534_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ3534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3534+STABILITY: SURFACE MOTION
 DQ3534_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ3534+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2015
 DQ3534
 DQ3534  HISTORY     - Date     Condition        Report By
 DQ3534  HISTORY     - 20151021 MONUMENTED       ARHD
 DQ3534
 DQ3534                          STATION DESCRIPTION
 DQ3534
 DQ3534'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 DQ3534'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) NORTH-NORTHWEST OF
 DQ3534'CLINTON, 5.6 MI (9.0 KM) WEST-SOUTHWEST OF OLD LEXINGTON AND 1.6 MI
 DQ3534'(2.6 KM) SOUTHEAST OF BOTKINBURG.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ3534'
 DQ3534'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 16
 DQ3534'EAST, GO NORTH ON HIGHWAY 65 FOR 6.55 MI (10.54 KM) TO THE STATION ON
 DQ3534'THE RIGHT, IN A 6X6' BOULDER.
 DQ3534'
 DQ3534'IT IS 120 FT (36.6 M) EAST OF A POWER POLE, 100 FT (30.5 M) NORTH OF
 DQ3534'THE OLD HIGHWAY 65 CENTERLINE AND 37 FT (11.3 M) NORTH OF A WITNESS
 DQ3534'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ3559 ***********************************************************************
 DQ3559  DESIGNATION -  A 346
 DQ3559  PID         -  DQ3559
 DQ3559  STATE/COUNTY-  AR/SEARCY
 DQ3559  COUNTRY     -  US
 DQ3559  USGS QUAD   -  HARRIET (2017)
 DQ3559
 DQ3559                         *CURRENT SURVEY CONTROL
 DQ3559  ______________________________________________________________________
 DQ3559* NAD 83(1986) POSITION- 35 53 21.6    (N) 092 36 41.4    (W)   HD_HELD2
 DQ3559* NAVD 88 ORTHO HEIGHT -   394.683 (meters)     1294.89  (feet) ADJUSTED
 DQ3559  ______________________________________________________________________
 DQ3559  GEOID HEIGHT    -        -28.048 (meters)                     GEOID18
 DQ3559  DYNAMIC HEIGHT  -        394.320 (meters)     1293.70  (feet) COMP
 DQ3559  MODELED GRAVITY -    979,702.1   (mgal)                       NAVD 88
 DQ3559
 DQ3559  VERT ORDER      -  SECOND    CLASS I
 DQ3559
 DQ3559.The horizontal coordinates were established by autonomous hand held GPS
 DQ3559.observations and have an estimated accuracy of +/- 10 meters.
 DQ3559
 DQ3559.The orthometric height was determined by differential leveling and
 DQ3559.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3559.in January 2017.
 DQ3559
 DQ3559.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3559.GEOID18 height accuracy estimate available here.
 DQ3559
 DQ3559.Click photographs - Photos may exist for this station.
 DQ3559
 DQ3559.The dynamic height is computed by dividing the NAVD 88
 DQ3559.geopotential number by the normal gravity value computed on the
 DQ3559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3559.degrees latitude (g = 980.6199 gals.).
 DQ3559
 DQ3559.The modeled gravity was interpolated from observed gravity values.
 DQ3559
 DQ3559;                    North         East    Units  Estimated Accuracy
 DQ3559;SPC AR N     -   172,798.      344,791.      MT  (+/- 10 meters HH2 GPS)
 DQ3559
 DQ3559_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV3506371743(NAD 83)
 DQ3559
 DQ3559                          SUPERSEDED SURVEY CONTROL
 DQ3559
 DQ3559.No superseded survey control is available for this station.
 DQ3559
 DQ3559_MARKER: DB = BENCH MARK DISK
 DQ3559_SETTING: 80 = SET IN A BOULDER
 DQ3559_STAMPING: A 346 2016
 DQ3559_MARK LOGO: ARHD
 DQ3559_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ3559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3559+STABILITY: SURFACE MOTION
 DQ3559_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ3559+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2016
 DQ3559
 DQ3559  HISTORY     - Date     Condition        Report By
 DQ3559  HISTORY     - 20160106 MONUMENTED       ARHD
 DQ3559
 DQ3559                          STATION DESCRIPTION
 DQ3559
 DQ3559'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 DQ3559'THE STATION IS LOCATED ABOUT 5.4 MI (8.7 KM) EAST-NORTHEAST OF CANAAN,
 DQ3559'5.1 MI (8.2 KM) NORTHWEST OF LESLIE AND 1.7 MI (2.7 KM) SOUTHEAST OF
 DQ3559'MARSHALL.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ3559'
 DQ3559'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 27
 DQ3559'NORTH, GO SOUTH ON HIGHWAY 65 FOR 1.55 MI (2.49 KM) TO THE STATION ON
 DQ3559'THE RIGHT, IN A 2'X3'X3' BOULDER.
 DQ3559'
 DQ3559'IT IS 61 FT (18.6 M) WEST OF HIGHWAY 65 CENTERLINE, 19 FT (5.8 M) WEST
 DQ3559'OF A CONCRETE DITCH CENTERLINE, 17 FT (5.2 M) SOUTH OF A CONCRETE
 DQ3559'CENTERLINE AND 1 FT (0.3 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ3589 ***********************************************************************
 DQ3589  DESIGNATION -  A 347
 DQ3589  PID         -  DQ3589
 DQ3589  STATE/COUNTY-  AR/SEARCY
 DQ3589  COUNTRY     -  US
 DQ3589  USGS QUAD   -  MARSHALL (2017)
 DQ3589
 DQ3589                         *CURRENT SURVEY CONTROL
 DQ3589  ______________________________________________________________________
 DQ3589* NAD 83(1986) POSITION- 35 58 12.1    (N) 092 44 47.7    (W)   HD_HELD2
 DQ3589* NAVD 88 ORTHO HEIGHT -   288.112 (meters)      945.25  (feet) ADJUSTED
 DQ3589  ______________________________________________________________________
 DQ3589  GEOID HEIGHT    -        -28.284 (meters)                     GEOID18
 DQ3589  DYNAMIC HEIGHT  -        287.853 (meters)      944.40  (feet) COMP
 DQ3589  MODELED GRAVITY -    979,726.7   (mgal)                       NAVD 88
 DQ3589
 DQ3589  VERT ORDER      -  SECOND    CLASS I
 DQ3589
 DQ3589.The horizontal coordinates were established by autonomous hand held GPS
 DQ3589.observations and have an estimated accuracy of +/- 10 meters.
 DQ3589
 DQ3589.The orthometric height was determined by differential leveling and
 DQ3589.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3589.in January 2017.
 DQ3589
 DQ3589.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3589.GEOID18 height accuracy estimate available here.
 DQ3589
 DQ3589.Click photographs - Photos may exist for this station.
 DQ3589
 DQ3589.The dynamic height is computed by dividing the NAVD 88
 DQ3589.geopotential number by the normal gravity value computed on the
 DQ3589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3589.degrees latitude (g = 980.6199 gals.).
 DQ3589
 DQ3589.The modeled gravity was interpolated from observed gravity values.
 DQ3589
 DQ3589;                    North         East    Units  Estimated Accuracy
 DQ3589;SPC AR N     -   181,835.      332,663.      MT  (+/- 10 meters HH2 GPS)
 DQ3589
 DQ3589_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV2284880653(NAD 83)
 DQ3589
 DQ3589                          SUPERSEDED SURVEY CONTROL
 DQ3589
 DQ3589.No superseded survey control is available for this station.
 DQ3589
 DQ3589_MARKER: DB = BENCH MARK DISK
 DQ3589_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DQ3589_SP_SET: SIGN BASE
 DQ3589_STAMPING: A 347 2016
 DQ3589_MARK LOGO: ARHD
 DQ3589_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3589+STABILITY: SURFACE MOTION
 DQ3589_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ3589+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2016
 DQ3589
 DQ3589  HISTORY     - Date     Condition        Report By
 DQ3589  HISTORY     - 20160226 MONUMENTED       ARHD
 DQ3589
 DQ3589                          STATION DESCRIPTION
 DQ3589
 DQ3589'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 DQ3589'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) NORTH-NORTHWEST OF
 DQ3589'CANAAN, 6.1 MI (9.8 KM) NORTHEAST OF SNOWBALL AND 5.3 MI (8.5 KM)
 DQ3589'SOUTHEAST OF SAINT JOE.  OWNERSHIP--TYLER BEND-NATIONAL-PARK.
 DQ3589'
 DQ3589'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 74,
 DQ3589'GO NORTH ON HIGHWAY 65 FOR 4.34 MI (6.98 KM) TO THE STATION ON THE
 DQ3589'LEFT, IN THE NORTH CENTER OF A 5X5' OLD CONCRETE SIGN BASE.
 DQ3589'
 DQ3589'IT IS 97 FT (29.6 M) NORTH OF A POWER POLE, 83 FT (25.3 M) WEST OF
 DQ3589'HIGHWAY 65 CENTERLINE AND 76 FT (23.2 M) NORTHEAST OF A 36 INCH (91
 DQ3589'CM) WALNUT TREE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ3617 ***********************************************************************
 DQ3617  DESIGNATION -  A 348
 DQ3617  PID         -  DQ3617
 DQ3617  STATE/COUNTY-  AR/SEARCY
 DQ3617  COUNTRY     -  US
 DQ3617  USGS QUAD   -  WESTERN GROVE (2017)
 DQ3617
 DQ3617                         *CURRENT SURVEY CONTROL
 DQ3617  ______________________________________________________________________
 DQ3617* NAD 83(1986) POSITION- 36 03 41.88   (N) 092 52 41.49   (W)   HD_HELD1
 DQ3617* NAVD 88 ORTHO HEIGHT -   327.999 (meters)     1076.11  (feet) ADJUSTED
 DQ3617  ______________________________________________________________________
 DQ3617  GEOID HEIGHT    -        -28.338 (meters)                     GEOID18
 DQ3617  DYNAMIC HEIGHT  -        327.701 (meters)     1075.13  (feet) COMP
 DQ3617  MODELED GRAVITY -    979,716.0   (mgal)                       NAVD 88
 DQ3617
 DQ3617  VERT ORDER      -  SECOND    CLASS I
 DQ3617
 DQ3617.The horizontal coordinates were determined by differentially corrected
 DQ3617.hand held GPS observations or other comparable positioning techniques
 DQ3617.and have an estimated accuracy of +/- 3 meters.
 DQ3617
 DQ3617.The orthometric height was determined by differential leveling and
 DQ3617.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3617.in January 2017.
 DQ3617
 DQ3617.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3617.GEOID18 height accuracy estimate available here.
 DQ3617
 DQ3617.Click photographs - Photos may exist for this station.
 DQ3617
 DQ3617.The dynamic height is computed by dividing the NAVD 88
 DQ3617.geopotential number by the normal gravity value computed on the
 DQ3617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3617.degrees latitude (g = 980.6199 gals.).
 DQ3617
 DQ3617.The modeled gravity was interpolated from observed gravity values.
 DQ3617
 DQ3617;                    North         East    Units  Estimated Accuracy
 DQ3617;SPC AR N     -   192,097.0     320,884.0     MT  (+/- 3 meters HH1 GPS) 
 DQ3617
 DQ3617_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV1096990791(NAD 83)
 DQ3617
 DQ3617                          SUPERSEDED SURVEY CONTROL
 DQ3617
 DQ3617.No superseded survey control is available for this station.
 DQ3617
 DQ3617_MARKER: DB = BENCH MARK DISK
 DQ3617_SETTING: 66 = SET IN ROCK OUTCROP
 DQ3617_STAMPING: A 348 2016
 DQ3617_MARK LOGO: ARHD
 DQ3617_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ3617_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DQ3617+STABILITY: POSITION/ELEVATION WELL
 DQ3617_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3617+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2016
 DQ3617
 DQ3617  HISTORY     - Date     Condition        Report By
 DQ3617  HISTORY     - 20160411 MONUMENTED       ARHD
 DQ3617
 DQ3617                          STATION DESCRIPTION
 DQ3617
 DQ3617'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 DQ3617'THE STATION IS LOCATED ABOUT 6.6 MI (10.6 KM) SOUTH-SOUTHEAST OF
 DQ3617'EVERTON, 5.0 MI (8.0 KM) EAST-SOUTHEAST OF WESTERN GROVE AND 4.7 MI
 DQ3617'(7.6 KM) WEST-NORTHWEST OF SAINT JOE.  OWNERSHIP--MITCH-CASH.
 DQ3617'
 DQ3617'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 235,
 DQ3617'GO NORTH ON HIGHWAY 65 FOR 1.2 MI (1.9 KM) TO NORTH WOOLUM COUNTY
 DQ3617'ROAD.  TURN LEFT ON WOOLUM ROAD AND GO FOR 0.5 MI (0.8 KM) TO THE
 DQ3617'STATION ON THE RIGHT.
 DQ3617'
 DQ3617'IT IS 100 FT (30.5 M) WEST OF NORTH WOOLUM ROAD CENTERLINE, 59 FT
 DQ3617'(18.0 M) NORTHWEST OF A CATLEGUARD, 76 FT (23.2 M) SOUTHWEST OF A
 DQ3617'WITNESS POST, 60 FT (18.3 M) NORTH OF A 26 INCH (66 CM) OAK TREE AND
 DQ3617'38 FT (11.6 M) NORTHWEST OF THE SOUTH END OF A METAL GATE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ4637 ***********************************************************************
 DQ4637  DESIGNATION -  A 349
 DQ4637  PID         -  DQ4637
 DQ4637  STATE/COUNTY-  AR/PULASKI
 DQ4637  COUNTRY     -  US
 DQ4637  USGS QUAD   -  WOODSON (2017)
 DQ4637
 DQ4637                         *CURRENT SURVEY CONTROL
 DQ4637  ______________________________________________________________________
 DQ4637* NAD 83(1986) POSITION- 34 36 06.58   (N) 092 11 47.24   (W)   HD_HELD1
 DQ4637* NAVD 88 ORTHO HEIGHT -    71.881 (meters)      235.83  (feet) ADJUSTED
 DQ4637  ______________________________________________________________________
 DQ4637  GEOID HEIGHT    -        -26.440 (meters)                     GEOID18
 DQ4637  DYNAMIC HEIGHT  -         71.813 (meters)      235.61  (feet) COMP
 DQ4637  MODELED GRAVITY -    979,683.2   (mgal)                       NAVD 88
 DQ4637
 DQ4637  VERT ORDER      -  FIRST     CLASS II
 DQ4637
 DQ4637.The horizontal coordinates were determined by differentially corrected
 DQ4637.hand held GPS observations or other comparable positioning techniques
 DQ4637.and have an estimated accuracy of +/- 3 meters.
 DQ4637
 DQ4637.The orthometric height was determined by differential leveling and
 DQ4637.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4637.in April 2017.
 DQ4637
 DQ4637.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4637.GEOID18 height accuracy estimate available here.
 DQ4637
 DQ4637.Click photographs - Photos may exist for this station.
 DQ4637
 DQ4637.The dynamic height is computed by dividing the NAVD 88
 DQ4637.geopotential number by the normal gravity value computed on the
 DQ4637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4637.degrees latitude (g = 980.6199 gals.).
 DQ4637
 DQ4637.The modeled gravity was interpolated from observed gravity values.
 DQ4637
 DQ4637;                    North         East    Units  Estimated Accuracy
 DQ4637;SPC AR S     -   614,655.1     381,980.1     MT  (+/- 3 meters HH1 GPS) 
 DQ4637
 DQ4637_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7367929182(NAD 83)
 DQ4637
 DQ4637                          SUPERSEDED SURVEY CONTROL
 DQ4637
 DQ4637.No superseded survey control is available for this station.
 DQ4637
 DQ4637_MARKER: DB = BENCH MARK DISK
 DQ4637_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ4637_SP_SET: HEADWALL
 DQ4637_STAMPING: A 349 2017
 DQ4637_MARK LOGO: ARHD
 DQ4637_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ4637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ4637+STABILITY: SURFACE MOTION
 DQ4637_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4637+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2017
 DQ4637
 DQ4637  HISTORY     - Date     Condition        Report By
 DQ4637  HISTORY     - 20170124 MONUMENTED       ARHD
 DQ4637
 DQ4637                          STATION DESCRIPTION
 DQ4637
 DQ4637'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2017 (JDH)
 DQ4637'THE STATION IS LOCATED ABOUT 8.7 MI (14.0 KM) SOUTHWEST OF SCOTT, 6.4
 DQ4637'MI (10.3 KM) SOUTH-SOUTHEAST OF SWEET HOME AND 5.1 MI (8.2 KM) NORTH
 DQ4637'OF WOODSON.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ4637'
 DQ4637'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 365 AND STATE HIGHWAY
 DQ4637'386, GO EAST ON HIGHWAY 386 FOR 1.15 MI (1.85 KM) TO THE STATION ON
 DQ4637'THE RIGHT, IN THE CENTER OF THE SOUTH HEADWALL.
 DQ4637'
 DQ4637'IT IS 22 FT (6.7 M) NORTH OF A 5-BARB FENCE AND 20 FT (6.1 M) SOUTH OF
 DQ4637'HIGHWAY 386 CENTERLINE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0502 ***********************************************************************
 GF0502  DESIGNATION -  A 35
 GF0502  PID         -  GF0502
 GF0502  STATE/COUNTY-  AR/CARROLL
 GF0502  COUNTRY     -  US
 GF0502  USGS QUAD   -  GRANDVIEW (2017)
 GF0502
 GF0502                         *CURRENT SURVEY CONTROL
 GF0502  ______________________________________________________________________
 GF0502* NAD 83(1986) POSITION- 36 24 59.     (N) 093 33 37.     (W)   SCALED
 GF0502* NAVD 88 ORTHO HEIGHT -   348.861 (meters)     1144.55  (feet) ADJUSTED
 GF0502  ______________________________________________________________________
 GF0502  GEOID HEIGHT    -        -28.311 (meters)                     GEOID18
 GF0502  DYNAMIC HEIGHT  -        348.558 (meters)     1143.56  (feet) COMP
 GF0502  MODELED GRAVITY -    979,754.3   (mgal)                       NAVD 88
 GF0502
 GF0502  VERT ORDER      -  SECOND    CLASS 0
 GF0502
 GF0502.The horizontal coordinates were scaled from a map and have
 GF0502.an estimated accuracy of +/- 6 seconds.
 GF0502
 GF0502.The orthometric height was determined by differential leveling and
 GF0502.adjusted by the NATIONAL GEODETIC SURVEY
 GF0502.in June 1991.
 GF0502
 GF0502.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0502.GEOID18 height accuracy estimate available here.
 GF0502
 GF0502.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA497302(NAD 83)
 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
 GF0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0502.See file dsdata.pdf to determine how the superseded data were derived.
 GF0502
 GF0502_MARKER: DB = BENCH MARK DISK
 GF0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0502_STAMPING: A 35 1934
 GF0502_MARK LOGO: CGS
 GF0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0502+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DQ6307 ***********************************************************************
 DQ6307  DESIGNATION -  A 351
 DQ6307  PID         -  DQ6307
 DQ6307  STATE/COUNTY-  AR/DREW
 DQ6307  COUNTRY     -  US
 DQ6307  USGS QUAD   -  MONTICELLO NORTH (2017)
 DQ6307
 DQ6307                         *CURRENT SURVEY CONTROL
 DQ6307  ______________________________________________________________________
 DQ6307* NAD 83(1986) POSITION- 33 37 41.5    (N) 091 48 08.1    (W)   HD_HELD2
 DQ6307* NAVD 88 ORTHO HEIGHT -    79.226 (meters)      259.93  (feet) ADJUSTED
 DQ6307  ______________________________________________________________________
 DQ6307  GEOID HEIGHT    -        -25.747 (meters)                     GEOID18
 DQ6307  DYNAMIC HEIGHT  -         79.145 (meters)      259.66  (feet) COMP
 DQ6307  MODELED GRAVITY -    979,611.5   (mgal)                       NAVD 88
 DQ6307
 DQ6307  VERT ORDER      -  SECOND    CLASS I
 DQ6307
 DQ6307.The horizontal coordinates were established by autonomous hand held GPS
 DQ6307.observations and have an estimated accuracy of +/- 10 meters.
 DQ6307
 DQ6307.The orthometric height was determined by differential leveling and
 DQ6307.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6307.in October 2017.
 DQ6307
 DQ6307.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6307.GEOID18 height accuracy estimate available here.
 DQ6307
 DQ6307.Click photographs - Photos may exist for this station.
 DQ6307
 DQ6307.The dynamic height is computed by dividing the NAVD 88
 DQ6307.geopotential number by the normal gravity value computed on the
 DQ6307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6307.degrees latitude (g = 980.6199 gals.).
 DQ6307
 DQ6307.The modeled gravity was interpolated from observed gravity values.
 DQ6307
 DQ6307;                    North         East    Units  Estimated Accuracy
 DQ6307;SPC AR S     -   506,663.      418,347.      MT  (+/- 10 meters HH2 GPS)
 DQ6307
 DQ6307_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT1109221575(NAD 83)
 DQ6307
 DQ6307                          SUPERSEDED SURVEY CONTROL
 DQ6307
 DQ6307.No superseded survey control is available for this station.
 DQ6307
 DQ6307_MARKER: DB = BENCH MARK DISK
 DQ6307_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DQ6307_SP_SET: SIDEWALK
 DQ6307_STAMPING: A 351 2017
 DQ6307_MARK LOGO: ARHD
 DQ6307_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ6307_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ6307_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6307+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2017
 DQ6307
 DQ6307  HISTORY     - Date     Condition        Report By
 DQ6307  HISTORY     - 20170829 MONUMENTED       ARHD
 DQ6307
 DQ6307                          STATION DESCRIPTION
 DQ6307
 DQ6307'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2017 (JDH)
 DQ6307'THE STATION IS LOCATED ABOUT 11.3 MI (18.2 KM) NORTH OF LADELLE, 7.4
 DQ6307'MI (11.9 KM) EAST OF WILMAR AND 0.7 MI (1.1 KM) WEST OF MONTICELLO.
 DQ6307'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ6307'
 DQ6307'TO REACH FROM THE INTERSECTION OF US HIGHWAY 425 AND US HIGHWAY 278,
 DQ6307'GO SOUTH ON HIGHWAY 425 FOR 0.1 MI (0.2 KM) TO THE STATION ON THE
 DQ6307'LEFT.
 DQ6307'
 DQ6307'IT IS 35 FT (10.7 M) NORTH OF THE NORTH ENTRANCE TO BURGER KING
 DQ6307'CENTERLINE, 16 FT (4.9 M) EAST OF A CONCRETE CURB, 13 FT (4.0 M)
 DQ6307'NORTHEAST OF A STORM SEWER MANHOLE AND 5 FT (1.5 M) WEST OF A FIRE
 DQ6307'HYDRANT.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ8669 ***********************************************************************
 DQ8669  DESIGNATION -  A 352
 DQ8669  PID         -  DQ8669
 DQ8669  STATE/COUNTY-  AR/DREW
 DQ8669  COUNTRY     -  US
 DQ8669  USGS QUAD   -  SELMA (2017)
 DQ8669
 DQ8669                         *CURRENT SURVEY CONTROL
 DQ8669  ______________________________________________________________________
 DQ8669* NAD 83(1986) POSITION- 33 41 17.4    (N) 091 33 27.7    (W)   HD_HELD2
 DQ8669* NAVD 88 ORTHO HEIGHT -    54.119 (meters)      177.56  (feet) ADJUSTED
 DQ8669  ______________________________________________________________________
 DQ8669  GEOID HEIGHT    -        -25.949 (meters)                     GEOID18
 DQ8669  DYNAMIC HEIGHT  -         54.064 (meters)      177.38  (feet) COMP
 DQ8669  MODELED GRAVITY -    979,620.9   (mgal)                       NAVD 88
 DQ8669
 DQ8669  VERT ORDER      -  SECOND    CLASS I
 DQ8669
 DQ8669.The horizontal coordinates were established by autonomous hand held GPS
 DQ8669.observations and have an estimated accuracy of +/- 10 meters.
 DQ8669
 DQ8669.The orthometric height was determined by differential leveling and
 DQ8669.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8669.in July 2018.
 DQ8669
 DQ8669.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8669.GEOID18 height accuracy estimate available here.
 DQ8669
 DQ8669.Click photographs - Photos may exist for this station.
 DQ8669
 DQ8669.The dynamic height is computed by dividing the NAVD 88
 DQ8669.geopotential number by the normal gravity value computed on the
 DQ8669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8669.degrees latitude (g = 980.6199 gals.).
 DQ8669
 DQ8669.The modeled gravity was interpolated from observed gravity values.
 DQ8669
 DQ8669;                    North         East    Units  Estimated Accuracy
 DQ8669;SPC AR S     -   513,386.      441,008.      MT  (+/- 10 meters HH2 GPS)
 DQ8669
 DQ8669_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT3368328514(NAD 83)
 DQ8669
 DQ8669                          SUPERSEDED SURVEY CONTROL
 DQ8669
 DQ8669.No superseded survey control is available for this station.
 DQ8669
 DQ8669_MARKER: DB = BENCH MARK DISK
 DQ8669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ8669_STAMPING: A 352 2018
 DQ8669_MARK LOGO: ARHD
 DQ8669_PROJECTION: PROJECTING 8 CENTIMETERS
 DQ8669_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ8669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ8669+STABILITY: SURFACE MOTION
 DQ8669_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ8669+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2018
 DQ8669
 DQ8669  HISTORY     - Date     Condition        Report By
 DQ8669  HISTORY     - 20180109 MONUMENTED       ARHD
 DQ8669
 DQ8669                          STATION DESCRIPTION
 DQ8669
 DQ8669'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (JDH)
 DQ8669'THE STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) WEST-NORTHWEST OF
 DQ8669'MCGEHEE, 7.6 MI (12.2 KM) SOUTHWEST OF WINCHESTER AND 0.8 MI (1.3 KM)
 DQ8669'SOUTHEAST OF SELMA.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ8669'
 DQ8669'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 277 AND COUNTY ROAD
 DQ8669'OLD MILITARY ROAD, GO NORTH ON OLD MILITARY ROAD FOR 0.9 MI (1.4 KM)
 DQ8669'TO THE STATION ON THE RIGHT.
 DQ8669'
 DQ8669'IT IS 30 FT (9.1 M) NORTHEAST OF AN 18 INCH (46 CM) METAL CULVERT, 27
 DQ8669'FT (8.2 M) EAST OF OLD MILITARY ROAD CENTERLINE, 3 FT (0.9 M) NORTH OF
 DQ8669'A FENCE CORNER AND 1 FT (0.3 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ8694 ***********************************************************************
 DQ8694  DESIGNATION -  A 353
 DQ8694  PID         -  DQ8694
 DQ8694  STATE/COUNTY-  AR/DESHA
 DQ8694  COUNTRY     -  US
 DQ8694  USGS QUAD   -  MCGEHEE NORTH (2017)
 DQ8694
 DQ8694                         *CURRENT SURVEY CONTROL
 DQ8694  ______________________________________________________________________
 DQ8694* NAD 83(1986) POSITION- 33 42 41.52   (N) 091 26 58.47   (W)   HD_HELD1
 DQ8694* NAVD 88 ORTHO HEIGHT -    45.105 (meters)      147.98  (feet) ADJUSTED
 DQ8694  ______________________________________________________________________
 DQ8694  GEOID HEIGHT    -        -26.120 (meters)                     GEOID18
 DQ8694  DYNAMIC HEIGHT  -         45.059 (meters)      147.83  (feet) COMP
 DQ8694  MODELED GRAVITY -    979,617.4   (mgal)                       NAVD 88
 DQ8694
 DQ8694  VERT ORDER      -  SECOND    CLASS I
 DQ8694
 DQ8694.The horizontal coordinates were determined by differentially corrected
 DQ8694.hand held GPS observations or other comparable positioning techniques
 DQ8694.and have an estimated accuracy of +/- 3 meters.
 DQ8694
 DQ8694.The orthometric height was determined by differential leveling and
 DQ8694.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8694.in July 2018.
 DQ8694
 DQ8694.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8694.GEOID18 height accuracy estimate available here.
 DQ8694
 DQ8694.Click photographs - Photos may exist for this station.
 DQ8694
 DQ8694.The dynamic height is computed by dividing the NAVD 88
 DQ8694.geopotential number by the normal gravity value computed on the
 DQ8694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8694.degrees latitude (g = 980.6199 gals.).
 DQ8694
 DQ8694.The modeled gravity was interpolated from observed gravity values.
 DQ8694
 DQ8694;                    North         East    Units  Estimated Accuracy
 DQ8694;SPC AR S     -   516,025.7     451,018.5     MT  (+/- 3 meters HH1 GPS) 
 DQ8694
 DQ8694_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT4366731251(NAD 83)
 DQ8694
 DQ8694                          SUPERSEDED SURVEY CONTROL
 DQ8694
 DQ8694.No superseded survey control is available for this station.
 DQ8694
 DQ8694_MARKER: DB = BENCH MARK DISK
 DQ8694_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ8694_SP_SET: HEADWALL
 DQ8694_STAMPING: A 353 2018
 DQ8694_MARK LOGO: ARHD
 DQ8694_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ8694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ8694+STABILITY: SURFACE MOTION
 DQ8694_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8694+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2018
 DQ8694
 DQ8694  HISTORY     - Date     Condition        Report By
 DQ8694  HISTORY     - 20180306 MONUMENTED       ARHD
 DQ8694
 DQ8694                          STATION DESCRIPTION
 DQ8694
 DQ8694'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (JDH)
 DQ8694'THE STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) WEST-NORTHWEST OF
 DQ8694'MCARTHUR, 6.4 MI (10.3 KM) NORTH-NORTHWEST OF MCGEHEE AND 4.6 MI (7.4
 DQ8694'KM) SOUTH-SOUTHEAST OF WINCHESTER.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ8694'
 DQ8694'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 277,
 DQ8694'GO NORTH ON HIGHWAY 65 FOR 100 FT (30.5 M) TO THE STATION ON THE
 DQ8694'RIGHT, IN THE SOUTH END OF THE EAST HEADWALL.
 DQ8694'
 DQ8694'IT IS 86 FT (26.2 M) NORTH OF AN ASPHALT DRIVE AND 25 FT (7.6 M) EAST
 DQ8694'OF HIGHWAY 65 NORTH BOUND LANE SHOULDER.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ9569 ***********************************************************************
 DQ9569  DESIGNATION -  A 354
 DQ9569  PID         -  DQ9569
 DQ9569  STATE/COUNTY-  AR/WHITE
 DQ9569  COUNTRY     -  US
 DQ9569  USGS QUAD   -  GARNER (2017)
 DQ9569
 DQ9569                         *CURRENT SURVEY CONTROL
 DQ9569  ______________________________________________________________________
 DQ9569* NAD 83(1986) POSITION- 35 14 50.3    (N) 091 45 38.3    (W)   HD_HELD2
 DQ9569* NAVD 88 ORTHO HEIGHT -    81.817 (meters)      268.43  (feet) ADJUSTED
 DQ9569  ______________________________________________________________________
 DQ9569  GEOID HEIGHT    -        -27.365 (meters)                     GEOID18
 DQ9569  DYNAMIC HEIGHT  -         81.743 (meters)      268.19  (feet) COMP
 DQ9569  MODELED GRAVITY -    979,729.4   (mgal)                       NAVD 88
 DQ9569
 DQ9569  VERT ORDER      -  SECOND    CLASS I
 DQ9569
 DQ9569.The horizontal coordinates were established by autonomous hand held GPS
 DQ9569.observations and have an estimated accuracy of +/- 10 meters.
 DQ9569
 DQ9569.The orthometric height was determined by differential leveling and
 DQ9569.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9569.in November 2018.
 DQ9569
 DQ9569.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9569.GEOID18 height accuracy estimate available here.
 DQ9569
 DQ9569.Click photographs - Photos may exist for this station.
 DQ9569
 DQ9569.The dynamic height is computed by dividing the NAVD 88
 DQ9569.geopotential number by the normal gravity value computed on the
 DQ9569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9569.degrees latitude (g = 980.6199 gals.).
 DQ9569
 DQ9569.The modeled gravity was interpolated from observed gravity values.
 DQ9569
 DQ9569;                    North         East    Units  Estimated Accuracy
 DQ9569;SPC AR N     -   101,424.      421,784.      MT  (+/- 10 meters HH2 GPS)
 DQ9569
 DQ9569_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV1275501172(NAD 83)
 DQ9569
 DQ9569                          SUPERSEDED SURVEY CONTROL
 DQ9569
 DQ9569.No superseded survey control is available for this station.
 DQ9569
 DQ9569_MARKER: DB = BENCH MARK DISK
 DQ9569_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DQ9569_SP_SET: CATCH BASIN
 DQ9569_STAMPING: A 354 2018
 DQ9569_MARK LOGO: ARHD
 DQ9569_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ9569_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ9569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9569+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2018
 DQ9569
 DQ9569  HISTORY     - Date     Condition        Report By
 DQ9569  HISTORY     - 20181004 MONUMENTED       ARHD
 DQ9569
 DQ9569                          STATION DESCRIPTION
 DQ9569
 DQ9569'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (JDH)
 DQ9569'THE STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) NORTH OF GARNER, 7.0 MI
 DQ9569'(11.3 KM) WEST-SOUTHWEST OF JUDSONIA AND 5.4 MI (8.7 KM)
 DQ9569'WEST-NORTHWEST OF KENSETT.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ9569'
 DQ9569'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 36 AND STATE HIGHWAY
 DQ9569'13.  GO EAST ON STATE HIGHWAY 36 FOR 1.85 MI (2.98 KM) TO THE STATION
 DQ9569'ON THE LEFT, SET IN THE NORTHWEST CORNER OF A CATCH BASIN AT THE
 DQ9569'INTERSECTION OF STATE HIGHWAY 36 AND MARSHALL STREET.
 DQ9569'
 DQ9569'IT IS 52 FT (15.8 M) WEST OF STATE HIGHWAY 36 CENTERLINE AND 36 FT
 DQ9569'(11.0 M) NORTH OF MARSHALL STREET CENTERLINE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR3441 ***********************************************************************
 DR3441  DESIGNATION -  A 355
 DR3441  PID         -  DR3441
 DR3441  STATE/COUNTY-  AR/MISSISSIPPI
 DR3441  COUNTRY     -  US
 DR3441  USGS QUAD   -  KEISER (2017)
 DR3441
 DR3441                         *CURRENT SURVEY CONTROL
 DR3441  ______________________________________________________________________
 DR3441* NAD 83(1986) POSITION- 35 42 47.4    (N) 090 01 00.8    (W)   HD_HELD2
 DR3441* NAVD 88 ORTHO HEIGHT -    72.186 (meters)      236.83  (feet) ADJUSTED
 DR3441  ______________________________________________________________________
 DR3441  GEOID HEIGHT    -        -27.735 (meters)                     GEOID18
 DR3441  DYNAMIC HEIGHT  -         72.124 (meters)      236.63  (feet) COMP
 DR3441  MODELED GRAVITY -    979,780.2   (mgal)                       NAVD 88
 DR3441
 DR3441  VERT ORDER      -  FIRST     CLASS II
 DR3441
 DR3441.The horizontal coordinates were established by autonomous hand held GPS
 DR3441.observations and have an estimated accuracy of +/- 10 meters.
 DR3441
 DR3441.The orthometric height was determined by differential leveling and
 DR3441.adjusted by the NATIONAL GEODETIC SURVEY
 DR3441.in June 2020.
 DR3441
 DR3441.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR3441.GEOID18 height accuracy estimate available here.
 DR3441
 DR3441.Click photographs - Photos may exist for this station.
 DR3441
 DR3441.The dynamic height is computed by dividing the NAVD 88
 DR3441.geopotential number by the normal gravity value computed on the
 DR3441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR3441.degrees latitude (g = 980.6199 gals.).
 DR3441
 DR3441.The modeled gravity was interpolated from observed gravity values.
 DR3441
 DR3441;                    North         East    Units  Estimated Accuracy
 DR3441;SPC AR N     -   154,888.      579,427.      MT  (+/- 10 meters HH2 GPS)
 DR3441
 DR3441_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6987056238(NAD 83)
 DR3441
 DR3441                          SUPERSEDED SURVEY CONTROL
 DR3441
 DR3441.No superseded survey control is available for this station.
 DR3441
 DR3441_MARKER: DB = BENCH MARK DISK
 DR3441_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR3441_SP_SET: GAS ISLAND
 DR3441_STAMPING: A 355 2019
 DR3441_MARK LOGO: ARHD
 DR3441_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR3441_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR3441_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR3441+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2019
 DR3441
 DR3441  HISTORY     - Date     Condition        Report By
 DR3441  HISTORY     - 20190723 MONUMENTED       ARHD
 DR3441
 DR3441                          STATION DESCRIPTION
 DR3441
 DR3441'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2019 (JDH)
 DR3441'THE STATION IS LOCATED ABOUT 5.8 MI (9.3 KM) WEST-SOUTHWEST OF LUXORA,
 DR3441'5.4 MI (8.7 KM) EAST-NORTHEAST OF KEISER AND 2.7 MI (4.3 KM)
 DR3441'WEST-NORTHWEST OF OSCEOLA.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR3441'
 DR3441'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 140 AND STATE HIGHWAY
 DR3441'119, GO NORTH ON HIGHWAY 119 FOR 1 MI (1.6 KM) TO THE ARDOT SHOPS TO
 DR3441'THE STATION ON THE RIGHT, IN THE WEST END OF THE GAS PUMP ISLAND.
 DR3441'
 DR3441'IT IS 42 FT (12.8 M) NORTH OF A CHAIN LINK FENCE CORNER, 27 FT (8.2 M)
 DR3441'SOUTH OF THE SOUTHWEST CORNER OF THE ARDOT SHOP.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR7078 ***********************************************************************
 DR7078  DESIGNATION -  A 356
 DR7078  PID         -  DR7078
 DR7078  STATE/COUNTY-  AR/CRITTENDEN
 DR7078  COUNTRY     -  US
 DR7078  USGS QUAD   -  WEST MEMPHIS (2017)
 DR7078
 DR7078                         *CURRENT SURVEY CONTROL
 DR7078  ______________________________________________________________________
 DR7078* NAD 83(1986) POSITION- 35 10 01.6    (N) 090 10 38.4    (W)   HD_HELD2
 DR7078* NAVD 88 ORTHO HEIGHT -    65.211 (meters)      213.95  (feet) ADJUSTED
 DR7078  ______________________________________________________________________
 DR7078  GEOID HEIGHT    -        -27.315 (meters)                     GEOID18
 DR7078  DYNAMIC HEIGHT  -         65.152 (meters)      213.75  (feet) COMP
 DR7078  MODELED GRAVITY -    979,734.8   (mgal)                       NAVD 88
 DR7078
 DR7078  VERT ORDER      -  SECOND    CLASS I
 DR7078
 DR7078.The horizontal coordinates were established by autonomous hand held GPS
 DR7078.observations and have an estimated accuracy of +/- 10 meters.
 DR7078
 DR7078.The orthometric height was determined by differential leveling and
 DR7078.adjusted by the NATIONAL GEODETIC SURVEY
 DR7078.in January 2022.
 DR7078
 DR7078.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7078.GEOID18 height accuracy estimate available here.
 DR7078
 DR7078.Click photographs - Photos may exist for this station.
 DR7078
 DR7078.The dynamic height is computed by dividing the NAVD 88
 DR7078.geopotential number by the normal gravity value computed on the
 DR7078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7078.degrees latitude (g = 980.6199 gals.).
 DR7078
 DR7078.The modeled gravity was interpolated from observed gravity values.
 DR7078
 DR7078;                    North         East    Units  Estimated Accuracy
 DR7078;SPC AR N     -    94,037.      566,033.      MT  (+/- 10 meters HH2 GPS)
 DR7078
 DR7078_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU5708395224(NAD 83)
 DR7078
 DR7078                          SUPERSEDED SURVEY CONTROL
 DR7078
 DR7078.No superseded survey control is available for this station.
 DR7078
 DR7078_MARKER: DB = BENCH MARK DISK
 DR7078_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DR7078_SP_SET: HEADWALL
 DR7078_STAMPING: A 356 2021
 DR7078_MARK LOGO: ARHD
 DR7078_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR7078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR7078+STABILITY: SURFACE MOTION
 DR7078_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7078+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2021
 DR7078
 DR7078  HISTORY     - Date     Condition        Report By
 DR7078  HISTORY     - 20210622 MONUMENTED       ARHD
 DR7078
 DR7078                          STATION DESCRIPTION
 DR7078
 DR7078'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2021 (JDH)
 DR7078'THE MARK IS LOCATED ABOUT 8.7 MI (14.0 KM) SOUTH-SOUTHEAST OF JERICHO,
 DR7078'8.6 MI (13.8 KM) EAST-NORTHEAST OF EDMONDSON AND 1.5 MI (2.4 KM)
 DR7078'NORTH-NORTHEAST OF WEST MEMPHIS.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7078'
 DR7078'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 77 AND STATE HIGHWAY
 DR7078'191, GO SOUTH ALONG HIGHWAY 191 FOR 0.9 MI (1.4 KM) TO THE STATION ON
 DR7078'THE RIGHT, IN THE CENTER OF A HEADWALL.
 DR7078'
 DR7078'IT IS 53 FT (16.2 M) EAST OF OF A DOUBLE CATCH BASIN AND 1 FT (0.3 M)
 DR7078'WEST OF AN 18 INCH (46 CM) CONCRETE CULVERT.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR7109 ***********************************************************************
 DR7109  DESIGNATION -  A 357
 DR7109  PID         -  DR7109
 DR7109  STATE/COUNTY-  AR/CRITTENDEN
 DR7109  COUNTRY     -  US
 DR7109  USGS QUAD   -  WEST MEMPHIS (2017)
 DR7109
 DR7109                         *CURRENT SURVEY CONTROL
 DR7109  ______________________________________________________________________
 DR7109* NAD 83(1986) POSITION- 35 07 54.9    (N) 090 11 36.8    (W)   HD_HELD2
 DR7109* NAVD 88 ORTHO HEIGHT -    64.396 (meters)      211.27  (feet) ADJUSTED
 DR7109  ______________________________________________________________________
 DR7109  GEOID HEIGHT    -        -27.299 (meters)                     GEOID18
 DR7109  DYNAMIC HEIGHT  -         64.338 (meters)      211.08  (feet) COMP
 DR7109  MODELED GRAVITY -    979,732.2   (mgal)                       NAVD 88
 DR7109
 DR7109  VERT ORDER      -  SECOND    CLASS I
 DR7109
 DR7109.The horizontal coordinates were established by autonomous hand held GPS
 DR7109.observations and have an estimated accuracy of +/- 10 meters.
 DR7109
 DR7109.The orthometric height was determined by differential leveling and
 DR7109.adjusted by the NATIONAL GEODETIC SURVEY
 DR7109.in January 2022.
 DR7109
 DR7109.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7109.GEOID18 height accuracy estimate available here.
 DR7109
 DR7109.Click photographs - Photos may exist for this station.
 DR7109
 DR7109.The dynamic height is computed by dividing the NAVD 88
 DR7109.geopotential number by the normal gravity value computed on the
 DR7109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7109.degrees latitude (g = 980.6199 gals.).
 DR7109
 DR7109.The modeled gravity was interpolated from observed gravity values.
 DR7109
 DR7109;                    North         East    Units  Estimated Accuracy
 DR7109;SPC AR N     -    90,106.      564,627.      MT  (+/- 10 meters HH2 GPS)
 DR7109
 DR7109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU5571591277(NAD 83)
 DR7109
 DR7109                          SUPERSEDED SURVEY CONTROL
 DR7109
 DR7109.No superseded survey control is available for this station.
 DR7109
 DR7109_MARKER: DB = BENCH MARK DISK
 DR7109_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR7109_SP_SET: CATCH BASIN
 DR7109_STAMPING: A 357 2021
 DR7109_MARK LOGO: ARHD
 DR7109_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR7109_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR7109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7109+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2021
 DR7109
 DR7109  HISTORY     - Date     Condition        Report By
 DR7109  HISTORY     - 20210810 MONUMENTED       ARHD
 DR7109
 DR7109                          STATION DESCRIPTION
 DR7109
 DR7109'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2021 (JDH)
 DR7109'THE MARK IS LOCATED ABOUT 9.8 MI (15.8 KM) SOUTHEAST OF
 DR7109'CRAWFORDSVILLE, 6.8 MI (10.9 KM) EAST-NORTHEAST OF EDMONDSON AND 1.1
 DR7109'MI (1.8 KM) SOUTH-SOUTHWEST OF WEST MEMPHIS.  OWNERSHIP--ROAD
 DR7109'RIGHT-OF-WAY.
 DR7109'
 DR7109'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 70 AND CITY STREET
 DR7109'AVALON, GO SOUTH ALONG AVALON STREET FOR 0.96 MI (1.54 KM) TO THE
 DR7109'STATION ON THE LEFT, IN THE SOUTHWEST CORNER OF A CATCH BASIN.
 DR7109'
 DR7109'IT IS 36 FT (11.0 M) EAST OF AVALON STREET CENTERLINE, 25 FT (7.6 M)
 DR7109'WEST OF A COMBINATION POLE AND 19 FT (5.8 M) SOUTH OF GARRISON STREET
 DR7109'CENTERLINE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR7468 ***********************************************************************
 DR7468  DESIGNATION -  A 358
 DR7468  PID         -  DR7468
 DR7468  STATE/COUNTY-  AR/DALLAS
 DR7468  COUNTRY     -  US
 DR7468  USGS QUAD   -  FORDYCE (2017)
 DR7468
 DR7468                         *CURRENT SURVEY CONTROL
 DR7468  ______________________________________________________________________
 DR7468* NAD 83(1986) POSITION- 33 48 56.8    (N) 092 24 07.6    (W)   HD_HELD2
 DR7468* NAVD 88 ORTHO HEIGHT -    80.919 (meters)      265.48  (feet) ADJUSTED
 DR7468  ______________________________________________________________________
 DR7468  GEOID HEIGHT    -        -26.067 (meters)                     GEOID18
 DR7468  DYNAMIC HEIGHT  -         80.837 (meters)      265.21  (feet) COMP
 DR7468  MODELED GRAVITY -    979,615.3   (mgal)                       NAVD 88
 DR7468
 DR7468  VERT ORDER      -  SECOND    CLASS I
 DR7468
 DR7468.The horizontal coordinates were established by autonomous hand held GPS
 DR7468.observations and have an estimated accuracy of +/- 10 meters.
 DR7468
 DR7468.The orthometric height was determined by differential leveling and
 DR7468.adjusted by the NATIONAL GEODETIC SURVEY
 DR7468.in January 2022.
 DR7468
 DR7468.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7468.GEOID18 height accuracy estimate available here.
 DR7468
 DR7468.Click photographs - Photos may exist for this station.
 DR7468
 DR7468.The dynamic height is computed by dividing the NAVD 88
 DR7468.geopotential number by the normal gravity value computed on the
 DR7468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7468.degrees latitude (g = 980.6199 gals.).
 DR7468
 DR7468.The modeled gravity was interpolated from observed gravity values.
 DR7468
 DR7468;                    North         East    Units  Estimated Accuracy
 DR7468;SPC AR S     -   527,523.      362,774.      MT  (+/- 10 meters HH2 GPS)
 DR7468
 DR7468_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT5533341890(NAD 83)
 DR7468
 DR7468                          SUPERSEDED SURVEY CONTROL
 DR7468
 DR7468.No superseded survey control is available for this station.
 DR7468
 DR7468_MARKER: DB = BENCH MARK DISK
 DR7468_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR7468_SP_SET: LARGE PAD
 DR7468_STAMPING: A 358 2021
 DR7468_MARK LOGO: ARHD
 DR7468_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR7468_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR7468_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR7468+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2021
 DR7468
 DR7468  HISTORY     - Date     Condition        Report By
 DR7468  HISTORY     - 20210518 MONUMENTED       ARHD
 DR7468
 DR7468                          STATION DESCRIPTION
 DR7468
 DR7468'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2021 (JDH)
 DR7468'THE MARK IS LOCATED ABOUT 6.7 MI (10.8 KM) SOUTH OF IVAN, 5.0 MI (8.0
 DR7468'KM) NORTH-NORTHEAST OF CHAMBERSVILLE AND 0.6 MI (1.0 KM)
 DR7468'EAST-NORTHEAST OF FORDYCE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7468'
 DR7468'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 8 AND CITY STREET
 DR7468'CLEVELAND STREET HEAD NORTH ALONG CLEVELAND STREET FOR 0.22 MI (0.35
 DR7468'KM) TO THE STATION ON THE RIGHT.
 DR7468'
 DR7468'IT IS 38 FT (11.6 M) WEST OF AN ASPHALT DRIVE, 32 FT (9.8 M) SOUTH OF
 DR7468'CLEVELAND STREET CENTERLINE AND 25 FT (7.6 M) SOUTHEAST OF A POWER
 DR7468'POLE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR8563 ***********************************************************************
 DR8563  DESIGNATION -  A 359
 DR8563  PID         -  DR8563
 DR8563  STATE/COUNTY-  AR/FRANKLIN
 DR8563  COUNTRY     -  US
 DR8563  USGS QUAD   -  OZARK (2017)
 DR8563
 DR8563                         *CURRENT SURVEY CONTROL
 DR8563  ______________________________________________________________________
 DR8563* NAD 83(1986) POSITION- 35 29 16.6    (N) 093 50 11.3    (W)   HD_HELD2
 DR8563* NAVD 88 ORTHO HEIGHT -   130.679 (meters)      428.74  (feet) ADJUSTED
 DR8563  ______________________________________________________________________
 DR8563  GEOID HEIGHT    -        -29.239 (meters)                     GEOID18
 DR8563  DYNAMIC HEIGHT  -        130.559 (meters)      428.34  (feet) COMP
 DR8563  MODELED GRAVITY -    979,713.9   (mgal)                       NAVD 88
 DR8563
 DR8563  VERT ORDER      -  SECOND    CLASS I
 DR8563
 DR8563.The horizontal coordinates were established by autonomous hand held GPS
 DR8563.observations and have an estimated accuracy of +/- 10 meters.
 DR8563
 DR8563.The orthometric height was determined by differential leveling and
 DR8563.adjusted by the NATIONAL GEODETIC SURVEY
 DR8563.in February 2023.
 DR8563
 DR8563.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8563.GEOID18 height accuracy estimate available here.
 DR8563
 DR8563.Click photographs - Photos may exist for this station.
 DR8563
 DR8563.The dynamic height is computed by dividing the NAVD 88
 DR8563.geopotential number by the normal gravity value computed on the
 DR8563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR8563.degrees latitude (g = 980.6199 gals.).
 DR8563
 DR8563.The modeled gravity was interpolated from observed gravity values.
 DR8563
 DR8563;                    North         East    Units  Estimated Accuracy
 DR8563;SPC AR N     -   129,648.      233,373.      MT  (+/- 10 meters HH2 GPS)
 DR8563
 DR8563_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV2412527477(NAD 83)
 DR8563
 DR8563                          SUPERSEDED SURVEY CONTROL
 DR8563
 DR8563.No superseded survey control is available for this station.
 DR8563
 DR8563_MARKER: DB = BENCH MARK DISK
 DR8563_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DR8563_SP_SET: BRIDGE ABUTMENT
 DR8563_STAMPING: A 359 2022
 DR8563_MARK LOGO: ARHD
 DR8563_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR8563_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR8563_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR8563+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2022
 DR8563
 DR8563  HISTORY     - Date     Condition        Report By
 DR8563  HISTORY     - 20221103 MONUMENTED       ARHD
 DR8563
 DR8563                          STATION DESCRIPTION
 DR8563
 DR8563'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2022 (JDH)
 DR8563'THE MARK IS LOCATED ABOUT 6.1 MI (9.8 KM) SOUTHEAST OF CRAVENS, 5.9 MI
 DR8563'(9.5 KM) SOUTH OF WATALULA AND IN THE TOWN OF OZARK, AR.
 DR8563'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR8563'
 DR8563'TO REACH FROM THE INTERSECTION OF US HIGHWAY 64 AND STATE HIGHWAY 23
 DR8563'N, HEAD EAST ALONG HIGHWAY 64 FOR 0.40 MI (0.64 KM) TO THE STATION ON
 DR8563'THE RIGHT, IN THE SOUTHWEST CORNER OF THE BRIDGE ABUTMENT.
 DR8563'
 DR8563'IT IS  24 FT (7.3 M) SOUTH OF HIGHWAY 64 CENTERLINE 1 FT (0.3M) WEST
 DR8563'OF A GUARD RAIL.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0337 ***********************************************************************
 GF0337  DESIGNATION -  A 36
 GF0337  PID         -  GF0337
 GF0337  STATE/COUNTY-  AR/BOONE
 GF0337  COUNTRY     -  US
 GF0337  USGS QUAD   -  BERGMAN (2017)
 GF0337
 GF0337                         *CURRENT SURVEY CONTROL
 GF0337  ______________________________________________________________________
 GF0337* NAD 83(1986) POSITION- 36 18 54.     (N) 093 00 28.     (W)   SCALED
 GF0337* NAVD 88 ORTHO HEIGHT -   363.546 (meters)     1192.73  (feet) ADJUSTED
 GF0337  ______________________________________________________________________
 GF0337  GEOID HEIGHT    -        -28.355 (meters)                     GEOID18
 GF0337  DYNAMIC HEIGHT  -        363.223 (meters)     1191.67  (feet) COMP
 GF0337  MODELED GRAVITY -    979,733.7   (mgal)                       NAVD 88
 GF0337
 GF0337  VERT ORDER      -  SECOND    CLASS 0
 GF0337
 GF0337.The horizontal coordinates were scaled from a map and have
 GF0337.an estimated accuracy of +/- 6 seconds.
 GF0337
 GF0337.The orthometric height was determined by differential leveling and
 GF0337.adjusted by the NATIONAL GEODETIC SURVEY
 GF0337.in June 1991.
 GF0337
 GF0337.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0337.GEOID18 height accuracy estimate available here.
 GF0337
 GF0337.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA993188(NAD 83)
 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
 GF0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0337.See file dsdata.pdf to determine how the superseded data were derived.
 GF0337
 GF0337_MARKER: DB = BENCH MARK DISK
 GF0337_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GF0337_STAMPING: A 36 1934
 GF0337_MARK LOGO: CGS
 GF0337_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0337
 GF0337  HISTORY     - Date     Condition        Report By
 GF0337  HISTORY     - 1934     MONUMENTED       CGS
 GF0337  HISTORY     - 1934     GOOD             CGS
 GF0337  HISTORY     - 20140311 MARK NOT FOUND   ARHD
 GF0337
 GF0337                          STATION DESCRIPTION
 GF0337
 GF0337'DESCRIBED BY COAST AND 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.
 GF0337
 GF0337                          STATION RECOVERY (2014)
 GF0337
 GF0337'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (JDH)
 GF0337'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR9501 ***********************************************************************
 DR9501  DESIGNATION -  A 360
 DR9501  PID         -  DR9501
 DR9501  STATE/COUNTY-  AR/FAULKNER
 DR9501  COUNTRY     -  US
 DR9501  USGS QUAD   -  CONWAY (2017)
 DR9501
 DR9501                         *CURRENT SURVEY CONTROL
 DR9501  ______________________________________________________________________
 DR9501* NAD 83(1986) POSITION- 35 03 59.1    (N) 092 24 41.1    (W)   HD_HELD2
 DR9501* NAVD 88 ORTHO HEIGHT -    89.039 (meters)      292.12  (feet) ADJUSTED
 DR9501  ______________________________________________________________________
 DR9501  GEOID HEIGHT    -        -27.857 (meters)                     GEOID18
 DR9501  DYNAMIC HEIGHT  -         88.955 (meters)      291.85  (feet) COMP
 DR9501  MODELED GRAVITY -    979,695.0   (mgal)                       NAVD 88
 DR9501
 DR9501  VERT ORDER      -  FIRST     CLASS II
 DR9501
 DR9501.The horizontal coordinates were established by autonomous hand held GPS
 DR9501.observations and have an estimated accuracy of +/- 10 meters.
 DR9501
 DR9501.The orthometric height was determined by differential leveling and
 DR9501.adjusted by the NATIONAL GEODETIC SURVEY
 DR9501.in January 2024.
 DR9501
 DR9501.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9501.GEOID18 height accuracy estimate available here.
 DR9501
 DR9501.Click photographs - Photos may exist for this station.
 DR9501
 DR9501.The dynamic height is computed by dividing the NAVD 88
 DR9501.geopotential number by the normal gravity value computed on the
 DR9501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9501.degrees latitude (g = 980.6199 gals.).
 DR9501
 DR9501.The modeled gravity was interpolated from observed gravity values.
 DR9501
 DR9501;                    North         East    Units  Estimated Accuracy
 DR9501;SPC AR N     -    81,408.      362,474.      MT  (+/- 10 meters HH2 GPS)
 DR9501
 DR9501_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5366680566(NAD 83)
 DR9501
 DR9501                          SUPERSEDED SURVEY CONTROL
 DR9501
 DR9501.No superseded survey control is available for this station.
 DR9501
 DR9501_MARKER: DB = BENCH MARK DISK
 DR9501_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DR9501_SP_SET: HEADWALL
 DR9501_STAMPING: A 360 2023
 DR9501_MARK LOGO: ARHD
 DR9501_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR9501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR9501+STABILITY: SURFACE MOTION
 DR9501_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9501+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2023
 DR9501
 DR9501  HISTORY     - Date     Condition        Report By
 DR9501  HISTORY     - 20230920 MONUMENTED       ARHD
 DR9501
 DR9501                          STATION DESCRIPTION
 DR9501
 DR9501'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2023 (JDH)
 DR9501'THE MARK IS LOCATED ABOUT 6.7 MI (10.8 KM) EAST-SOUTHEAST OF GLEASON,
 DR9501'6.1 MI (9.8 KM) WEST OF HAMLET AND 2.3 MI (3.7 KM) SOUTHEAST OF
 DR9501'CONWAY.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR9501'
 DR9501'TO REACH FROM THE INTERSECTION OF US I-40 AND STATE HIGHWAY 65B, HEAD
 DR9501'EAST FOR 0.3 MI (0.5 KM) TO THE STATION ON THE RIGHT.
 DR9501'
 DR9501'IT IS 78 FT (23.8 M) WEST OF THOMAS G WILSON DRIVE CENTERLINE, 26 FT
 DR9501'(7.9 M) SOUTHWEST OF A LIGHT POLE AND 22 FT (6.7 M) SOUTH OF DAVE WARD
 DR9501'EDGE OF ASPHALT.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DS1538 ***********************************************************************
 DS1538  DESIGNATION -  A 361
 DS1538  PID         -  DS1538
 DS1538  STATE/COUNTY-  AR/POLK
 DS1538  COUNTRY     -  US
 DS1538  USGS QUAD   -  ACORN (2017)
 DS1538
 DS1538                         *CURRENT SURVEY CONTROL
 DS1538  ______________________________________________________________________
 DS1538* NAD 83(1986) POSITION- 34 38 38.3    (N) 094 12 14.4    (W)   HD_HELD2
 DS1538* NAVD 88 ORTHO HEIGHT -   332.840 (meters)     1091.99  (feet) ADJUSTED
 DS1538  ______________________________________________________________________
 DS1538  GEOID HEIGHT    -        -30.289 (meters)                     GEOID18
 DS1538  DYNAMIC HEIGHT  -        332.481 (meters)     1090.81  (feet) COMP
 DS1538  MODELED GRAVITY -    979,547.3   (mgal)                       NAVD 88
 DS1538
 DS1538  VERT ORDER      -  FIRST     CLASS II
 DS1538
 DS1538.The horizontal coordinates were established by autonomous hand held GPS
 DS1538.observations and have an estimated accuracy of +/- 10 meters.
 DS1538
 DS1538.The orthometric height was determined by differential leveling and
 DS1538.adjusted by the NATIONAL GEODETIC SURVEY
 DS1538.in May 2024.
 DS1538
 DS1538.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS1538.GEOID18 height accuracy estimate available here.
 DS1538
 DS1538.Click photographs - Photos may exist for this station.
 DS1538
 DS1538.The dynamic height is computed by dividing the NAVD 88
 DS1538.geopotential number by the normal gravity value computed on the
 DS1538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS1538.degrees latitude (g = 980.6199 gals.).
 DS1538
 DS1538.The modeled gravity was interpolated from observed gravity values.
 DS1538
 DS1538;                    North         East    Units  Estimated Accuracy
 DS1538;SPC AR S     -   621,488.      197,954.      MT  (+/- 10 meters HH2 GPS)
 DS1538
 DS1538_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU8965634221(NAD 83)
 DS1538
 DS1538                          SUPERSEDED SURVEY CONTROL
 DS1538
 DS1538.No superseded survey control is available for this station.
 DS1538
 DS1538_MARKER: DB = BENCH MARK DISK
 DS1538_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DS1538_SP_SET: HEADWALL
 DS1538_STAMPING: A 361 2024
 DS1538_MARK LOGO: ARHD
 DS1538_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS1538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS1538+STABILITY: SURFACE MOTION
 DS1538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS1538+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2024
 DS1538
 DS1538  HISTORY     - Date     Condition        Report By
 DS1538  HISTORY     - 20240305 MONUMENTED       ARHD
 DS1538
 DS1538                          STATION DESCRIPTION
 DS1538
 DS1538'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (JDH)
 DS1538'THE MARK IS LOCATED ABOUT 8.2 MI (13.2 KM) EAST-SOUTHEAST OF RICH
 DS1538'MOUNTAIN, 4.5 MI (7.2 KM) NORTH-NORTHEAST OF MENA AND IN THE TOWN OF
 DS1538'ACORN, AR.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DS1538'
 DS1538'TO REACH FROM THE INTERSECTION OF US HIGHWAY 71 AND US HIGHWAY 59,
 DS1538'HEAD WEST ALONG HIGHWAY FOR 0.20 MI (0.32 KM) TO THE STATION ON THE
 DS1538'RIGHT, AN ALUMINUM CAP SET IN THE CENTER OF THE SOUTH HEADWALL.
 DS1538'
 DS1538'IT IS 55 FT (16.8 M) NORTHWEST OF A POWER POLE WITH ATT TELEPHONE BOX,
 DS1538'45 FT (13.7 M) WEST OF POLK COUNTY ROAD 114 CENTERLINE AND 24 FT (7.3
 DS1538'M) SOUTH OF HIGHWAY 59 CENTERLINE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DS1948 ***********************************************************************
 DS1948  DESIGNATION -  A 362
 DS1948  PID         -  DS1948
 DS1948  STATE/COUNTY-  AR/SEBASTIAN
 DS1948  COUNTRY     -  US
 DS1948  USGS QUAD   -  BARLING (2017)
 DS1948
 DS1948                         *CURRENT SURVEY CONTROL
 DS1948  ______________________________________________________________________
 DS1948* NAD 83(1986) POSITION- 35 20 51.1    (N) 094 17 59.1    (W)   HD_HELD2
 DS1948* NAVD 88 ORTHO HEIGHT -   130.766 (meters)      429.02  (feet) ADJUSTED
 DS1948  ______________________________________________________________________
 DS1948  GEOID HEIGHT    -        -30.129 (meters)                     GEOID18
 DS1948  DYNAMIC HEIGHT  -        130.643 (meters)      428.62  (feet) COMP
 DS1948  MODELED GRAVITY -    979,690.2   (mgal)                       NAVD 88
 DS1948
 DS1948  VERT ORDER      -  FIRST     CLASS II
 DS1948
 DS1948.The horizontal coordinates were established by autonomous hand held GPS
 DS1948.observations and have an estimated accuracy of +/- 10 meters.
 DS1948
 DS1948.The orthometric height was determined by differential leveling and
 DS1948.adjusted by the NATIONAL GEODETIC SURVEY
 DS1948.in September 2024.
 DS1948
 DS1948.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS1948.GEOID18 height accuracy estimate available here.
 DS1948
 DS1948.Click photographs - Photos may exist for this station.
 DS1948
 DS1948.The dynamic height is computed by dividing the NAVD 88
 DS1948.geopotential number by the normal gravity value computed on the
 DS1948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS1948.degrees latitude (g = 980.6199 gals.).
 DS1948
 DS1948.The modeled gravity was interpolated from observed gravity values.
 DS1948
 DS1948;                    North         East    Units  Estimated Accuracy
 DS1948;SPC AR N     -   114,957.      190,982.      MT  (+/- 10 meters HH2 GPS)
 DS1948
 DS1948_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV8189512358(NAD 83)
 DS1948
 DS1948                          SUPERSEDED SURVEY CONTROL
 DS1948
 DS1948.No superseded survey control is available for this station.
 DS1948
 DS1948_MARKER: DB = BENCH MARK DISK
 DS1948_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DS1948_SP_SET: BRIDGE ABUTMENT
 DS1948_STAMPING: A 362 2024
 DS1948_MARK LOGO: ARHD
 DS1948_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS1948_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS1948_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DS1948+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2024
 DS1948
 DS1948  HISTORY     - Date     Condition        Report By
 DS1948  HISTORY     - 20240415 MONUMENTED       ARHD
 DS1948
 DS1948                          STATION DESCRIPTION
 DS1948
 DS1948'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (JDH)
 DS1948'THE MARK IS LOCATED ABOUT 6.2 MI (10.0 KM) EAST-SOUTHEAST OF FORT
 DS1948'SMITH, 5.8 MI (9.3 KM) EAST OF SOUTH FORT SMITH AND 1.5 MI (2.4 KM)
 DS1948'NORTH OF BARLING.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DS1948'
 DS1948'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 59 AND STATE HIGHWAY
 DS1948'22, HEAD NORTH ALONG HIGHWAY 59 FOR 1.75 MI (2.82 KM) TO THE STATION
 DS1948'ON THE RIGHT, AN ALUMINUM CAP SET IN THE BRIDGE ABUTMENT.
 DS1948'
 DS1948'IT IS 14 FT (4.3 M) EAST OF HIGHWAY 59 CENTERLINE AND 2 FT (0.6 M)
 DS1948'EAST OF THE GUARD RAIL.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DS2470 ***********************************************************************
 DS2470  DESIGNATION -  A 363
 DS2470  PID         -  DS2470
 DS2470  STATE/COUNTY-  AR/COLUMBIA
 DS2470  COUNTRY     -  US
 DS2470  USGS QUAD   -  MAGNOLIA (2017)
 DS2470
 DS2470                         *CURRENT SURVEY CONTROL
 DS2470  ______________________________________________________________________
 DS2470* NAD 83(1986) POSITION- 33 18 44.7    (N) 093 13 52.8    (W)   HD_HELD2
 DS2470* NAVD 88 ORTHO HEIGHT -    95.756 (meters)      314.16  (feet) ADJUSTED
 DS2470  ______________________________________________________________________
 DS2470  GEOID HEIGHT    -        -26.462 (meters)                     GEOID18
 DS2470  DYNAMIC HEIGHT  -         95.653 (meters)      313.82  (feet) COMP
 DS2470  MODELED GRAVITY -    979,565.3   (mgal)                       NAVD 88
 DS2470
 DS2470  VERT ORDER      -  SECOND    CLASS I
 DS2470
 DS2470.The horizontal coordinates were established by autonomous hand held GPS
 DS2470.observations and have an estimated accuracy of +/- 10 meters.
 DS2470
 DS2470.The orthometric height was determined by differential leveling and
 DS2470.adjusted by the NATIONAL GEODETIC SURVEY
 DS2470.in October 2024.
 DS2470
 DS2470.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS2470.GEOID18 height accuracy estimate available here.
 DS2470
 DS2470.Click photographs - Photos may exist for this station.
 DS2470
 DS2470.The dynamic height is computed by dividing the NAVD 88
 DS2470.geopotential number by the normal gravity value computed on the
 DS2470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS2470.degrees latitude (g = 980.6199 gals.).
 DS2470
 DS2470.The modeled gravity was interpolated from observed gravity values.
 DS2470
 DS2470;                    North         East    Units  Estimated Accuracy
 DS2470;SPC AR S     -   472,312.      285,338.      MT  (+/- 10 meters HH2 GPS)
 DS2470
 DS2470_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS7846685946(NAD 83)
 DS2470
 DS2470                          SUPERSEDED SURVEY CONTROL
 DS2470
 DS2470.No superseded survey control is available for this station.
 DS2470
 DS2470_MARKER: DB = BENCH MARK DISK
 DS2470_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DS2470_SP_SET: HEADWALL
 DS2470_STAMPING: A 363 2024
 DS2470_MARK LOGO: ARHD
 DS2470_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS2470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS2470+STABILITY: SURFACE MOTION
 DS2470_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DS2470+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2024
 DS2470
 DS2470  HISTORY     - Date     Condition        Report By
 DS2470  HISTORY     - 20240829 MONUMENTED       ARHD
 DS2470
 DS2470                          STATION DESCRIPTION
 DS2470
 DS2470'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (JDH)
 DS2470'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) SOUTH-SOUTHEAST OF
 DS2470'LAMARTINE, 4.6 MI (7.4 KM) SOUTHEAST OF WALDO AND 3.2 MI (5.1 KM)
 DS2470'NORTH OF MAGNOLIA.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DS2470'
 DS2470'TO REACH FROM THE INTERSECTION OF US HIGHWAY 82 AND STATE HIGHWAY 355,
 DS2470'HEAD NORTH ALONG MULERIDER TRAIL FOR 1.07 MI (1.72 KM) TO THE STATION
 DS2470'ON THE RIGHT, AN ALUMINUM CAP SET IN THE CENTER OF THE EAST HEADWALL.
 DS2470'
 DS2470'IT IS 47 FT (14.3 M) SOUTHWEST OF POWER POLE WITH TRANSFORMER AND 16
 DS2470'FT (4.9 M) EAST OF MULERIDER TRAIL CENTERLINE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DS3553 ***********************************************************************
 DS3553  DESIGNATION -  A 364
 DS3553  PID         -  DS3553
 DS3553  STATE/COUNTY-  AR/MILLER
 DS3553  COUNTRY     -  US
 DS3553  USGS QUAD   -  MANDEVILLE (2017)
 DS3553
 DS3553                         *CURRENT SURVEY CONTROL
 DS3553  ______________________________________________________________________
 DS3553* NAD 83(1986) POSITION- 33 22 33.0    (N) 093 58 54.3    (W)   HD_HELD2
 DS3553* NAVD 88 ORTHO HEIGHT -   108.977 (meters)      357.54  (feet) ADJUSTED
 DS3553  ______________________________________________________________________
 DS3553  GEOID HEIGHT    -        -26.852 (meters)                     GEOID18
 DS3553  DYNAMIC HEIGHT  -        108.860 (meters)      357.15  (feet) COMP
 DS3553  MODELED GRAVITY -    979,567.0   (mgal)                       NAVD 88
 DS3553
 DS3553  VERT ORDER      -  FIRST     CLASS II
 DS3553
 DS3553.The horizontal coordinates were established by autonomous hand held GPS
 DS3553.observations and have an estimated accuracy of +/- 10 meters.
 DS3553
 DS3553.The orthometric height was determined by differential leveling and
 DS3553.adjusted by the NATIONAL GEODETIC SURVEY
 DS3553.in January 2026.
 DS3553
 DS3553.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3553.GEOID18 height accuracy estimate available here.
 DS3553
 DS3553.Click photographs - Photos may exist for this station.
 DS3553
 DS3553.The dynamic height is computed by dividing the NAVD 88
 DS3553.geopotential number by the normal gravity value computed on the
 DS3553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS3553.degrees latitude (g = 980.6199 gals.).
 DS3553
 DS3553.The modeled gravity was interpolated from observed gravity values.
 DS3553
 DS3553;                    North         East    Units  Estimated Accuracy
 DS3553;SPC AR S     -   480,441.      215,603.      MT  (+/- 10 meters HH2 GPS)
 DS3553
 DS3553_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS0867893383(NAD 83)
 DS3553
 DS3553                          SUPERSEDED SURVEY CONTROL
 DS3553
 DS3553.No superseded survey control is available for this station.
 DS3553
 DS3553_MARKER: DB = BENCH MARK DISK
 DS3553_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DS3553_SP_SET: HEADWALL
 DS3553_STAMPING: A 364 2025
 DS3553_MARK LOGO: ARHD
 DS3553_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS3553_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS3553_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3553+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2025
 DS3553
 DS3553  HISTORY     - Date     Condition        Report By
 DS3553  HISTORY     - 20250602 MONUMENTED       ARHD
 DS3553
 DS3553                          STATION DESCRIPTION
 DS3553
 DS3553'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2025 (JDH)
 DS3553'THE MARK IS LOCATED ABOUT 9.7 MI (15.6 KM) NORTHWEST OF FOUKE, 7.4 MI
 DS3553'(11.9 KM) SOUTH OF MANDEVILLE AND 5.6 MI (9.0 KM) SOUTHEAST OF
 DS3553'TEXARKANA.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DS3553'
 DS3553'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 237 AND US HIGHWAY 71,
 DS3553'HEAD NORTH ALONG HIGHWAY 71 FOR 0.60 MI (0.97 KM) TO CITY STREET POOLE
 DS3553'ROAD.  TURN RIGHT AND GO EAST ALONG POOLE STREET FOR 0.25 MI (0.40 KM)
 DS3553'TO THE STATION ON THE LEFT, AN ALUMINUM CAP SET IN THE CENTER OF THE
 DS3553'EAST HEADWALL.
 DS3553'
 DS3553'IT IS 18 FT (5.5 M) EAST OF AN ASPHALT DRIVE GOING INTO FAITH CHAPEL
 DS3553'AND 15 FT (4.6 M) NORTH OF POOLE ROAD CENTERLINE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DS3771 ***********************************************************************
 DS3771  DESIGNATION -  A 365
 DS3771  PID         -  DS3771
 DS3771  STATE/COUNTY-  AR/MADISON
 DS3771  COUNTRY     -  US
 DS3771  USGS QUAD   -  HUNTSVILLE (2017)
 DS3771
 DS3771                         *CURRENT SURVEY CONTROL
 DS3771  ______________________________________________________________________
 DS3771* NAD 83(1986) POSITION- 36 07 17.3    (N) 093 41 39.4    (W)   HD_HELD2
 DS3771* NAVD 88 ORTHO HEIGHT -   385.059 (meters)     1263.31  (feet) ADJUSTED
 DS3771  ______________________________________________________________________
 DS3771  GEOID HEIGHT    -        -28.019 (meters)                     GEOID18
 DS3771  DYNAMIC HEIGHT  -        384.708 (meters)     1262.16  (feet) COMP
 DS3771  MODELED GRAVITY -    979,709.8   (mgal)                       NAVD 88
 DS3771
 DS3771  VERT ORDER      -  SECOND    CLASS I
 DS3771
 DS3771.The horizontal coordinates were established by autonomous hand held GPS
 DS3771.observations and have an estimated accuracy of +/- 10 meters.
 DS3771
 DS3771.The orthometric height was determined by differential leveling and
 DS3771.adjusted by the NATIONAL GEODETIC SURVEY
 DS3771.in January 2026.
 DS3771
 DS3771.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3771.GEOID18 height accuracy estimate available here.
 DS3771
 DS3771.Click photographs - Photos may exist for this station.
 DS3771
 DS3771.The dynamic height is computed by dividing the NAVD 88
 DS3771.geopotential number by the normal gravity value computed on the
 DS3771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS3771.degrees latitude (g = 980.6199 gals.).
 DS3771
 DS3771.The modeled gravity was interpolated from observed gravity values.
 DS3771
 DS3771;                    North         East    Units  Estimated Accuracy
 DS3771;SPC AR N     -   199,696.      247,483.      MT  (+/- 10 meters HH2 GPS)
 DS3771
 DS3771_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV3752297644(NAD 83)
 DS3771
 DS3771                          SUPERSEDED SURVEY CONTROL
 DS3771
 DS3771.No superseded survey control is available for this station.
 DS3771
 DS3771_MARKER: DB = BENCH MARK DISK
 DS3771_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DS3771_SP_SET: PARAPET WALL
 DS3771_STAMPING: A 365 2025
 DS3771_MARK LOGO: ARHD
 DS3771_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS3771_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3771_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DS3771+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2025
 DS3771
 DS3771  HISTORY     - Date     Condition        Report By
 DS3771  HISTORY     - 20250819 MONUMENTED       ARHD
 DS3771
 DS3771                          STATION DESCRIPTION
 DS3771
 DS3771'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2025 (JDH)
 DS3771'THE MARK IS LOCATED ABOUT 6.0 MI (9.7 KM) EAST OF HARTWELL, 4.3 MI
 DS3771'(6.9 KM) SOUTH-SOUTHEAST OF FORUM AND 3.6 MI (5.8 KM) NORTHEAST OF
 DS3771'HUNTSVILLE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DS3771'
 DS3771'TO REACH FROM THE INTERSECTION OF US HIGHWAY 412 AND STATE HIGHWAY 23,
 DS3771'HEAD EAST ALONG HIGHWAY 412 FOR 2.44 MI (3.93 KM) TO COUNTY ROAD
 DS3771'MADISON 1650.  TURN LEFT AND GO NORTH ALONG MADISON 1650 FOR 0.16 MI
 DS3771'(0.26 KM) TO THE STATION ON THE LEFT, AN ALUMINUM CAP SET IN THE
 DS3771'NORTHWEST CORNER OF THE OLD BRIDGE.
 DS3771'
 DS3771'IT IS 8 FT (2.4 M) NORTHWEST OF MADISON 1650 CENTERLINE AND 2 FT (0.6
 DS3771'M) NORTHEAST OF THE NORTHWEST BRIDGE CORNER.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EK0038 ***********************************************************************
 EK0038  DESIGNATION -  A 372
 EK0038  PID         -  EK0038
 EK0038  STATE/COUNTY-  AR/POLK
 EK0038  COUNTRY     -  US
 EK0038  USGS QUAD   -  RICH MOUNTAIN (2017)
 EK0038
 EK0038                         *CURRENT SURVEY CONTROL
 EK0038  ______________________________________________________________________
 EK0038* NAD 83(1986) POSITION- 34 40 11.     (N) 094 16 34.     (W)   SCALED
 EK0038* NAVD 88 ORTHO HEIGHT -   416.938 (meters)     1367.90  (feet) ADJUSTED
 EK0038  ______________________________________________________________________
 EK0038  GEOID HEIGHT    -        -30.494 (meters)                     GEOID18
 EK0038  DYNAMIC HEIGHT  -        416.481 (meters)     1366.40  (feet) COMP
 EK0038  MODELED GRAVITY -    979,528.1   (mgal)                       NAVD 88
 EK0038
 EK0038  VERT ORDER      -  SECOND    CLASS 0
 EK0038
 EK0038.The horizontal coordinates were scaled from a map and have
 EK0038.an estimated accuracy of +/- 6 seconds.
 EK0038
 EK0038.The orthometric height was determined by differential leveling and
 EK0038.adjusted by the NATIONAL GEODETIC SURVEY
 EK0038.in June 1991.
 EK0038
 EK0038.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0038.GEOID18 height accuracy estimate available here.
 EK0038
 EK0038.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU830371(NAD 83)
 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
 EK0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0038.See file dsdata.pdf to determine how the superseded data were derived.
 EK0038
 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             CGS
 EK0038  HISTORY     - 1961     MARK NOT FOUND   CGS
 EK0038
 EK0038                          STATION DESCRIPTION
 EK0038
 EK0038'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1961
 EK0038'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EK0034 ***********************************************************************
 EK0034  DESIGNATION -  A 374
 EK0034  PID         -  EK0034
 EK0034  STATE/COUNTY-  AR/POLK
 EK0034  COUNTRY     -  US
 EK0034  USGS QUAD   -  ACORN (2017)
 EK0034
 EK0034                         *CURRENT SURVEY CONTROL
 EK0034  ______________________________________________________________________
 EK0034* NAD 83(1986) POSITION- 34 39 19.     (N) 094 14 28.     (W)   SCALED
 EK0034* NAVD 88 ORTHO HEIGHT -   372.769 (meters)     1222.99  (feet) ADJUSTED
 EK0034  ______________________________________________________________________
 EK0034  GEOID HEIGHT    -        -30.389 (meters)                     GEOID18
 EK0034  DYNAMIC HEIGHT  -        372.363 (meters)     1221.66  (feet) COMP
 EK0034  MODELED GRAVITY -    979,536.9   (mgal)                       NAVD 88
 EK0034
 EK0034  VERT ORDER      -  SECOND    CLASS 0
 EK0034
 EK0034.The horizontal coordinates were scaled from a map and have
 EK0034.an estimated accuracy of +/- 6 seconds.
 EK0034
 EK0034.The orthometric height was determined by differential leveling and
 EK0034.adjusted by the NATIONAL GEODETIC SURVEY
 EK0034.in June 1991.
 EK0034
 EK0034.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0034.GEOID18 height accuracy estimate available here.
 EK0034
 EK0034.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU862355(NAD 83)
 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
 EK0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0034.See file dsdata.pdf to determine how the superseded data were derived.
 EK0034
 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             CGS
 EK0034  HISTORY     - 1961     MARK NOT FOUND   CGS
 EK0034
 EK0034                          STATION DESCRIPTION
 EK0034
 EK0034'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1961
 EK0034'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0092 ***********************************************************************
 GF0092  DESIGNATION -  A 38
 GF0092  PID         -  GF0092
 GF0092  STATE/COUNTY-  AR/BAXTER
 GF0092  COUNTRY     -  US
 GF0092  USGS QUAD   -  MOUNTAIN HOME WEST (2017)
 GF0092
 GF0092                         *CURRENT SURVEY CONTROL
 GF0092  ______________________________________________________________________
 GF0092* NAD 83(1986) POSITION- 36 19 47.     (N) 092 23 18.     (W)   SCALED
 GF0092* NAVD 88 ORTHO HEIGHT -   230.507 (meters)      756.26  (feet) ADJUSTED
 GF0092  ______________________________________________________________________
 GF0092  GEOID HEIGHT    -        -28.404 (meters)                     GEOID18
 GF0092  DYNAMIC HEIGHT  -        230.310 (meters)      755.61  (feet) COMP
 GF0092  MODELED GRAVITY -    979,772.6   (mgal)                       NAVD 88
 GF0092
 GF0092  VERT ORDER      -  SECOND    CLASS 0
 GF0092
 GF0092.The horizontal coordinates were scaled from a map and have
 GF0092.an estimated accuracy of +/- 6 seconds.
 GF0092
 GF0092.The orthometric height was determined by differential leveling and
 GF0092.adjusted by the NATIONAL GEODETIC SURVEY
 GF0092.in June 1991.
 GF0092
 GF0092.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0092.GEOID18 height accuracy estimate available here.
 GF0092
 GF0092.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA548206(NAD 83)
 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
 GF0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0092.See file dsdata.pdf to determine how the superseded data were derived.
 GF0092
 GF0092_MARKER: DB = BENCH MARK DISK
 GF0092_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GF0092_SP_SET: BRIDGE
 GF0092_STAMPING: A 38 1934
 GF0092_MARK LOGO: CGS
 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  HISTORY     - 20140409 MARK NOT FOUND   ARHD
 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.
 GF0092
 GF0092                          STATION RECOVERY (2014)
 GF0092
 GF0092'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (JDH)
 GF0092'THERE'S A NEW HWY DEPARTMENT BRIDGE OVER DODD CREEK WHERE THE BENCH
 GF0092'WAS IN. THE BRIDGE WAS BUILT IN 1989.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0047 ***********************************************************************
 GF0047  DESIGNATION -  A 39
 GF0047  PID         -  GF0047
 GF0047  STATE/COUNTY-  AR/BAXTER
 GF0047  COUNTRY     -  US
 GF0047  USGS QUAD   -  BUFFALO CITY (2017)
 GF0047
 GF0047                         *CURRENT SURVEY CONTROL
 GF0047  ______________________________________________________________________
 GF0047* NAD 83(1986) POSITION- 36 10 25.     (N) 092 25 58.     (W)   SCALED
 GF0047* NAVD 88 ORTHO HEIGHT -   127.443 (meters)      418.12  (feet) ADJUSTED
 GF0047  ______________________________________________________________________
 GF0047  GEOID HEIGHT    -        -28.368 (meters)                     GEOID18
 GF0047  DYNAMIC HEIGHT  -        127.334 (meters)      417.76  (feet) COMP
 GF0047  MODELED GRAVITY -    979,773.7   (mgal)                       NAVD 88
 GF0047
 GF0047  VERT ORDER      -  SECOND    CLASS 0
 GF0047
 GF0047.The horizontal coordinates were scaled from a map and have
 GF0047.an estimated accuracy of +/- 6 seconds.
 GF0047
 GF0047.The orthometric height was determined by differential leveling and
 GF0047.adjusted by the NATIONAL GEODETIC SURVEY
 GF0047.in June 1991.
 GF0047
 GF0047.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0047.GEOID18 height accuracy estimate available here.
 GF0047
 GF0047.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA510033(NAD 83)
 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
 GF0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0047.See file dsdata.pdf to determine how the superseded data were derived.
 GF0047
 GF0047_MARKER: DB = BENCH MARK DISK
 GF0047_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GF0047_STAMPING: A 39 1934
 GF0047_MARK LOGO: CGS
 GF0047_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0047
 GF0047  HISTORY     - Date     Condition        Report By
 GF0047  HISTORY     - 1934     MONUMENTED       CGS
 GF0047  HISTORY     - 20100908 MARK NOT FOUND   ARHD
 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.
 GF0047
 GF0047                          STATION RECOVERY (2010)
 GF0047
 GF0047'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2010 (VJB)
 GF0047'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0766 ***********************************************************************
 FF0766  DESIGNATION -  A 4
 FF0766  PID         -  FF0766
 FF0766  STATE/COUNTY-  AR/POINSETT
 FF0766  COUNTRY     -  US
 FF0766  USGS QUAD   -  TRUMANN (2017)
 FF0766
 FF0766                         *CURRENT SURVEY CONTROL
 FF0766  ______________________________________________________________________
 FF0766* NAD 83(1986) POSITION- 35 40 33.     (N) 090 30 29.     (W)   SCALED
 FF0766* NAVD 88 ORTHO HEIGHT -    67.747 (meters)      222.27  (feet) ADJUSTED
 FF0766  ______________________________________________________________________
 FF0766  GEOID HEIGHT    -        -27.839 (meters)                     GEOID18
 FF0766  DYNAMIC HEIGHT  -         67.688 (meters)      222.07  (feet) COMP
 FF0766  MODELED GRAVITY -    979,768.0   (mgal)                       NAVD 88
 FF0766
 FF0766  VERT ORDER      -  FIRST     CLASS II
 FF0766
 FF0766.The horizontal coordinates were scaled from a map and have
 FF0766.an estimated accuracy of +/- 6 seconds.
 FF0766
 FF0766.The orthometric height was determined by differential leveling and
 FF0766.adjusted by the NATIONAL GEODETIC SURVEY
 FF0766.in June 1991.
 FF0766
 FF0766.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0766.GEOID18 height accuracy estimate available here.
 FF0766
 FF0766.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV255508(NAD 83)
 FF0766
 FF0766                          SUPERSEDED SURVEY CONTROL
 FF0766
 FF0766  NGVD 29 (11/26/84)   67.665  (m)          222.00   (f) ADJUSTED    1 2
 FF0766
 FF0766.Superseded values are not recommended for survey control.
 FF0766
 FF0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0766.See file dsdata.pdf to determine how the superseded data were derived.
 FF0766
 FF0766_MARKER: DB = BENCH MARK DISK
 FF0766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0766_STAMPING: 222.021 A 4 1928
 FF0766_MARK LOGO: CGS
 FF0766_PROJECTION: PROJECTING 5 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0573 ***********************************************************************
 GE0573  DESIGNATION -  A 40 RESET
 GE0573  PID         -  GE0573
 GE0573  STATE/COUNTY-  AR/FULTON
 GE0573  COUNTRY     -  US
 GE0573  USGS QUAD   -  SALEM (2017)
 GE0573
 GE0573                         *CURRENT SURVEY CONTROL
 GE0573  ______________________________________________________________________
 GE0573* NAD 83(1986) POSITION- 36 21 24.     (N) 091 48 32.     (W)   SCALED
 GE0573* NAVD 88 ORTHO HEIGHT -   233.755 (meters)      766.91  (feet) ADJUSTED
 GE0573  ______________________________________________________________________
 GE0573  GEOID HEIGHT    -        -28.297 (meters)                     GEOID18
 GE0573  DYNAMIC HEIGHT  -        233.558 (meters)      766.26  (feet) COMP
 GE0573  MODELED GRAVITY -    979,787.3   (mgal)                       NAVD 88
 GE0573
 GE0573  VERT ORDER      -  SECOND    CLASS 0
 GE0573
 GE0573.The horizontal coordinates were scaled from a map and have
 GE0573.an estimated accuracy of +/- 6 seconds.
 GE0573
 GE0573.The orthometric height was determined by differential leveling and
 GE0573.adjusted by the NATIONAL GEODETIC SURVEY
 GE0573.in June 1991.
 GE0573
 GE0573.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0573.GEOID18 height accuracy estimate available here.
 GE0573
 GE0573.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA068241(NAD 83)
 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
 GE0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0573.See file dsdata.pdf to determine how the superseded data were derived.
 GE0573
 GE0573_MARKER: DB = BENCH MARK DISK
 GE0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0573_STAMPING: A 40 1934 RESET 1955
 GE0573_MARK LOGO: CGS
 GE0573_PROJECTION: PROJECTING 21 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0207 ***********************************************************************
 FG0207  DESIGNATION -  A 42
 FG0207  PID         -  FG0207
 FG0207  STATE/COUNTY-  AR/CLEBURNE
 FG0207  COUNTRY     -  US
 FG0207  USGS QUAD   -  BROWNSVILLE (2017)
 FG0207
 FG0207                         *CURRENT SURVEY CONTROL
 FG0207  ______________________________________________________________________
 FG0207* NAD 83(1986) POSITION- 35 30 07.     (N) 092 01 47.     (W)   SCALED
 FG0207* NAVD 88 ORTHO HEIGHT -   163.394 (meters)      536.07  (feet) ADJUSTED
 FG0207  ______________________________________________________________________
 FG0207  GEOID HEIGHT    -        -27.520 (meters)                     GEOID18
 FG0207  DYNAMIC HEIGHT  -        163.249 (meters)      535.59  (feet) COMP
 FG0207  MODELED GRAVITY -    979,742.3   (mgal)                       NAVD 88
 FG0207
 FG0207  VERT ORDER      -  SECOND    CLASS 0
 FG0207
 FG0207.The horizontal coordinates were scaled from a map and have
 FG0207.an estimated accuracy of +/- 6 seconds.
 FG0207
 FG0207.The orthometric height was determined by differential leveling and
 FG0207.adjusted by the NATIONAL GEODETIC SURVEY
 FG0207.in June 1991.
 FG0207
 FG0207.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0207.GEOID18 height accuracy estimate available here.
 FG0207
 FG0207.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV879291(NAD 83)
 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
 FG0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0207.See file dsdata.pdf to determine how the superseded data were derived.
 FG0207
 FG0207_MARKER: DB = BENCH MARK DISK
 FG0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0207_STAMPING: A 42 1935
 FG0207_MARK LOGO: CGS
 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             CGS
 FG0207  HISTORY     - 20111107 MARK NOT FOUND   ARHD
 FG0207
 FG0207                          STATION DESCRIPTION
 FG0207
 FG0207'DESCRIBED BY COAST AND 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.
 FG0207
 FG0207                          STATION RECOVERY (2011)
 FG0207
 FG0207'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (KWS)
 FG0207'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1575 ***********************************************************************
 FF1575  DESIGNATION -  A 43
 FF1575  PID         -  FF1575
 FF1575  STATE/COUNTY-  AR/IZARD
 FF1575  COUNTRY     -  US
 FF1575  USGS QUAD   -  GUION (2017)
 FF1575
 FF1575                         *CURRENT SURVEY CONTROL
 FF1575  ______________________________________________________________________
 FF1575* NAD 83(1986) POSITION- 35 56 05.     (N) 091 57 18.     (W)   SCALED
 FF1575* NAVD 88 ORTHO HEIGHT -    96.660 (meters)      317.13  (feet) ADJUSTED
 FF1575  ______________________________________________________________________
 FF1575  GEOID HEIGHT    -        -27.754 (meters)                     GEOID18
 FF1575  DYNAMIC HEIGHT  -         96.577 (meters)      316.85  (feet) COMP
 FF1575  MODELED GRAVITY -    979,783.4   (mgal)                       NAVD 88
 FF1575
 FF1575  VERT ORDER      -  SECOND    CLASS 0
 FF1575
 FF1575.The horizontal coordinates were scaled from a map and have
 FF1575.an estimated accuracy of +/- 6 seconds.
 FF1575
 FF1575.The orthometric height was determined by differential leveling and
 FF1575.adjusted by the NATIONAL GEODETIC SURVEY
 FF1575.in June 1991.
 FF1575
 FF1575.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1575.GEOID18 height accuracy estimate available here.
 FF1575
 FF1575.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV942772(NAD 83)
 FF1575
 FF1575                          SUPERSEDED SURVEY CONTROL
 FF1575
 FF1575  NGVD 29 (11/26/84)   96.569  (m)          316.83   (f) ADJUSTED    2 0
 FF1575
 FF1575.Superseded values are not recommended for survey control.
 FF1575
 FF1575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1575.See file dsdata.pdf to determine how the superseded data were derived.
 FF1575
 FF1575_MARKER: DB = BENCH MARK DISK
 FF1575_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF1575_SP_SET: BRIDGE
 FF1575_STAMPING: A 43 1934
 FF1575_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0929 ***********************************************************************
 FF0929  DESIGNATION -  A 44
 FF0929  PID         -  FF0929
 FF0929  STATE/COUNTY-  AR/INDEPENDENCE
 FF0929  COUNTRY     -  US
 FF0929  USGS QUAD   -  CORD (2017)
 FF0929
 FF0929                         *CURRENT SURVEY CONTROL
 FF0929  ______________________________________________________________________
 FF0929* NAD 83(1986) POSITION- 35 50 07.     (N) 091 22 04.     (W)   SCALED
 FF0929* NAVD 88 ORTHO HEIGHT -   121.318 (meters)      398.02  (feet) ADJUSTED
 FF0929  ______________________________________________________________________
 FF0929  GEOID HEIGHT    -        -27.850 (meters)                     GEOID18
 FF0929  DYNAMIC HEIGHT  -        121.212 (meters)      397.68  (feet) COMP
 FF0929  MODELED GRAVITY -    979,764.0   (mgal)                       NAVD 88
 FF0929
 FF0929  VERT ORDER      -  SECOND    CLASS 0
 FF0929
 FF0929.The horizontal coordinates were scaled from a map and have
 FF0929.an estimated accuracy of +/- 6 seconds.
 FF0929
 FF0929.The orthometric height was determined by differential leveling and
 FF0929.adjusted by the NATIONAL GEODETIC SURVEY
 FF0929.in June 1991.
 FF0929
 FF0929.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0929.GEOID18 height accuracy estimate available here.
 FF0929
 FF0929.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV474669(NAD 83)
 FF0929
 FF0929                          SUPERSEDED SURVEY CONTROL
 FF0929
 FF0929  NGVD 29 (11/26/84)  121.236  (m)          397.76   (f) ADJUSTED    2 0
 FF0929
 FF0929.Superseded values are not recommended for survey control.
 FF0929
 FF0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0929.See file dsdata.pdf to determine how the superseded data were derived.
 FF0929
 FF0929_MARKER: DB = BENCH MARK DISK
 FF0929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0929_STAMPING: A 44 1935 397.755
 FF0929_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0930 ***********************************************************************
 FF0930  DESIGNATION -  A 44 RESET
 FF0930  PID         -  FF0930
 FF0930  STATE/COUNTY-  AR/INDEPENDENCE
 FF0930  COUNTRY     -  US
 FF0930  USGS QUAD   -  CORD (2017)
 FF0930
 FF0930                         *CURRENT SURVEY CONTROL
 FF0930  ______________________________________________________________________
 FF0930* NAD 83(1986) POSITION- 35 50 07.     (N) 091 22 04.     (W)   SCALED
 FF0930* NAVD 88 ORTHO HEIGHT -   122.81  (+/-2cm)      402.9   (feet) VERTCON3
 FF0930  ______________________________________________________________________
 FF0930  GEOID HEIGHT    -        -27.850 (meters)                     GEOID18
 FF0930  VERT ORDER      -  ? (See Below)
 FF0930
 FF0930.The horizontal coordinates were scaled from a 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
 FF0930.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0930.GEOID18 height accuracy estimate available here.
 FF0930
 FF0930.The vertical order pertains to the NGVD 29 superseded value.
 FF0930
 FF0930.Click photographs - Photos may exist for this station.
 FF0930
 FF0930;                    North         East    Units  Estimated Accuracy
 FF0930;SPC AR N     -   166,810.      457,120.      MT  (+/- 180 meters Scaled)
 FF0930
 FF0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV474669(NAD 83)
 FF0930
 FF0930                          SUPERSEDED SURVEY CONTROL
 FF0930
 FF0930  NGVD 29 (11/26/84)  122.728  (m)          402.65   (f) ADJUSTED       
 FF0930
 FF0930.Superseded values are not recommended for survey control.
 FF0930
 FF0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0930.See file dsdata.pdf to determine how the superseded data were derived.
 FF0930
 FF0930_MARKER: DB = BENCH MARK DISK
 FF0930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0930_STAMPING: A 44 RESET 1966
 FF0930_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1289 ***********************************************************************
 FG1289  DESIGNATION -  A 45 RESET
 FG1289  PID         -  FG1289
 FG1289  STATE/COUNTY-  AR/FRANKLIN
 FG1289  COUNTRY     -  US
 FG1289  USGS QUAD   -  OZARK (2017)
 FG1289
 FG1289                         *CURRENT SURVEY CONTROL
 FG1289  ______________________________________________________________________
 FG1289* NAD 83(1986) POSITION- 35 28 52.     (N) 093 49 57.     (W)   SCALED
 FG1289* NAVD 88 ORTHO HEIGHT -   123.26  (meters)      404.4   (feet) RESET
 FG1289  ______________________________________________________________________
 FG1289  GEOID HEIGHT    -        -29.263 (meters)                     GEOID18
 FG1289  VERT ORDER      -  THIRD
 FG1289
 FG1289.The horizontal coordinates were scaled from a map and have
 FG1289.an estimated accuracy of +/- 6 seconds.
 FG1289
 FG1289.The orthometric height was computed from unverified reset data.
 FG1289
 FG1289.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1289.GEOID18 height accuracy estimate available here.
 FG1289
 FG1289.Click photographs - Photos may exist for this station.
 FG1289
 FG1289;                    North         East    Units  Estimated Accuracy
 FG1289;SPC AR N     -   128,880.      233,720.      MT  (+/- 180 meters Scaled)
 FG1289
 FG1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV244267(NAD 83)
 FG1289
 FG1289                          SUPERSEDED SURVEY CONTROL
 FG1289
 FG1289.No superseded survey control is available for this station.
 FG1289
 FG1289_MARKER: DB = BENCH MARK DISK
 FG1289_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FG1289_SP_SET: BRIDGE CURB
 FG1289_STAMPING: A 45 RESET 1966
 FG1289_MARK LOGO: CGS
 FG1289_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1149 ***********************************************************************
 FG1149  DESIGNATION -  A 47
 FG1149  PID         -  FG1149
 FG1149  STATE/COUNTY-  AR/YELL
 FG1149  COUNTRY     -  US
 FG1149  USGS QUAD   -  DANVILLE MOUNTAIN (2017)
 FG1149
 FG1149                         *CURRENT SURVEY CONTROL
 FG1149  ______________________________________________________________________
 FG1149* NAD 83(1986) POSITION- 35 04 09.1    (N) 093 19 22.3    (W)   HD_HELD2
 FG1149* NAVD 88 ORTHO HEIGHT -   102.438 (meters)      336.08  (feet) ADJUSTED
 FG1149  ______________________________________________________________________
 FG1149  GEOID HEIGHT    -        -29.483 (meters)                     GEOID18
 FG1149  DYNAMIC HEIGHT  -        102.338 (meters)      335.75  (feet) COMP
 FG1149  MODELED GRAVITY -    979,662.9   (mgal)                       NAVD 88
 FG1149
 FG1149  VERT ORDER      -  SECOND    CLASS I
 FG1149
 FG1149.The horizontal coordinates were established by autonomous hand held GPS
 FG1149.observations and have an estimated accuracy of +/- 10 meters.
 FG1149
 FG1149.The orthometric height was determined by differential leveling and
 FG1149.adjusted by the NATIONAL GEODETIC SURVEY
 FG1149.in September 2023.
 FG1149
 FG1149.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1149.GEOID18 height accuracy estimate available here.
 FG1149
 FG1149.Click photographs - Photos may exist for this station.
 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     -    82,448.      279,347.      MT  (+/- 10 meters HH2 GPS)
 FG1149
 FG1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU7056380764(NAD 83)
 FG1149
 FG1149                          SUPERSEDED SURVEY CONTROL
 FG1149
 FG1149  NAVD 88 (06/15/91)  102.420  (m)          336.02   (f) SUPERSEDED  2 0
 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
 FG1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1149.See file dsdata.pdf to determine how the superseded data were derived.
 FG1149
 FG1149_MARKER: DB = BENCH MARK DISK
 FG1149_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FG1149_SP_SET: CULVERT HEADWALL
 FG1149_STAMPING: A 47 1934
 FG1149_MARK LOGO: CGS
 FG1149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1149+STABILITY: SURFACE MOTION
 FG1149_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FG1149+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2023
 FG1149
 FG1149  HISTORY     - Date     Condition        Report By
 FG1149  HISTORY     - 1934     MONUMENTED       CGS
 FG1149  HISTORY     - 20110928 GOOD             ARHD
 FG1149  HISTORY     - 20221219 GOOD             ARHD
 FG1149  HISTORY     - 20230808 GOOD             ARHD
 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.
 FG1149
 FG1149                          STATION RECOVERY (2011)
 FG1149
 FG1149'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (SES)
 FG1149'
 FG1149'.
 FG1149'
 FG1149
 FG1149                          STATION RECOVERY (2022)
 FG1149
 FG1149'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2022 (CW)
 FG1149'RECOVERED IN GOOD CONDITION.
 FG1149
 FG1149                          STATION RECOVERY (2023)
 FG1149
 FG1149'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2023 (JDH)
 FG1149'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0971 ***********************************************************************
 FG0971  DESIGNATION -  A 48
 FG0971  PID         -  FG0971
 FG0971  STATE/COUNTY-  AR/NEWTON
 FG0971  COUNTRY     -  US
 FG0971  USGS QUAD   -  LURTON (2017)
 FG0971
 FG0971                         *CURRENT SURVEY CONTROL
 FG0971  ______________________________________________________________________
 FG0971* NAD 83(1986) POSITION- 35 45 03.     (N) 093 05 33.     (W)   SCALED
 FG0971* NAVD 88 ORTHO HEIGHT -   659.148 (meters)     2162.55  (feet) ADJUSTED
 FG0971  ______________________________________________________________________
 FG0971  GEOID HEIGHT    -        -28.091 (meters)                     GEOID18
 FG0971  DYNAMIC HEIGHT  -        658.508 (meters)     2160.46  (feet) COMP
 FG0971  MODELED GRAVITY -    979,639.3   (mgal)                       NAVD 88
 FG0971
 FG0971  VERT ORDER      -  SECOND    CLASS 0
 FG0971
 FG0971.The horizontal coordinates were scaled from a map and have
 FG0971.an estimated accuracy of +/- 6 seconds.
 FG0971
 FG0971.The orthometric height was determined by differential leveling and
 FG0971.adjusted by the NATIONAL GEODETIC SURVEY
 FG0971.in June 1991.
 FG0971
 FG0971.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0971.GEOID18 height accuracy estimate available here.
 FG0971
 FG0971.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV916563(NAD 83)
 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
 FG0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0971.See file dsdata.pdf to determine how the superseded data were derived.
 FG0971
 FG0971_MARKER: DB = BENCH MARK DISK
 FG0971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0971_STAMPING: A 48 1934
 FG0971_MARK LOGO: CGS
 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             CGS
 FG0971
 FG0971                          STATION DESCRIPTION
 FG0971
 FG0971'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG0341 ***********************************************************************
 FG0341  DESIGNATION -  A 49
 FG0341  PID         -  FG0341
 FG0341  STATE/COUNTY-  AR/CONWAY
 FG0341  COUNTRY     -  US
 FG0341  USGS QUAD   -  CLEVELAND (2017)
 FG0341
 FG0341                         *CURRENT SURVEY CONTROL
 FG0341  ______________________________________________________________________
 FG0341* NAD 83(1986) POSITION- 35 25 13.62   (N) 092 42 34.98   (W)   HD_HELD1
 FG0341* NAVD 88 ORTHO HEIGHT -   220.219 (meters)      722.50  (feet) ADJUSTED
 FG0341  ______________________________________________________________________
 FG0341  GEOID HEIGHT    -        -28.393 (meters)                     GEOID18
 FG0341  DYNAMIC HEIGHT  -        220.013 (meters)      721.83  (feet) COMP
 FG0341  MODELED GRAVITY -    979,690.9   (mgal)                       NAVD 88
 FG0341
 FG0341  VERT ORDER      -  SECOND    CLASS 0
 FG0341
 FG0341.The horizontal coordinates were determined by differentially corrected
 FG0341.hand held GPS observations or other comparable positioning techniques
 FG0341.and have an estimated accuracy of +/- 3 meters.
 FG0341
 FG0341.The orthometric height was determined by differential leveling and
 FG0341.adjusted by the NATIONAL GEODETIC SURVEY
 FG0341.in June 1991.
 FG0341
 FG0341.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0341.GEOID18 height accuracy estimate available here.
 FG0341
 FG0341.Click photographs - Photos may exist for this station.
 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     -   120,838.4     335,548.8     MT  (+/- 3 meters HH1 GPS) 
 FG0341
 FG0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV2635219709(NAD 83)
 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
 FG0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0341.See file dsdata.pdf to determine how the superseded data were derived.
 FG0341
 FG0341_MARKER: DB = BENCH MARK DISK
 FG0341_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0341_STAMPING: A 49 1934
 FG0341_MARK LOGO: CGS
 FG0341_PROJECTION: PROJECTING 5 CENTIMETERS
 FG0341_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0341
 FG0341  HISTORY     - Date     Condition        Report By
 FG0341  HISTORY     - 1934     MONUMENTED       CGS
 FG0341  HISTORY     - 1959     GOOD             CGS
 FG0341
 FG0341                          STATION DESCRIPTION
 FG0341
 FG0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FG0341'AT SOUTH EDGE OF CLEVELAND.  BETWEEN SECTIONS 16 AND 17, T9N, R16W,
 FG0341'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 = MARCH 20, 2026 22:17:28 EDT
 FF0147 ***********************************************************************
 FF0147  DESIGNATION -  A 5 RESET
 FF0147  PID         -  FF0147
 FF0147  STATE/COUNTY-  AR/CRITTENDEN
 FF0147  COUNTRY     -  US
 FF0147  USGS QUAD   -  WEST MEMPHIS (2017)
 FF0147
 FF0147                         *CURRENT SURVEY CONTROL
 FF0147  ______________________________________________________________________
 FF0147* NAD 83(1986) POSITION- 35 14 54.27   (N) 090 12 42.14   (W)   HD_HELD1
 FF0147* NAVD 88 ORTHO HEIGHT -    67.165 (meters)      220.36  (feet) ADJUSTED
 FF0147  ______________________________________________________________________
 FF0147  GEOID HEIGHT    -        -27.352 (meters)                     GEOID18
 FF0147  DYNAMIC HEIGHT  -         67.105 (meters)      220.16  (feet) COMP
 FF0147  MODELED GRAVITY -    979,741.0   (mgal)                       NAVD 88
 FF0147
 FF0147  VERT ORDER      -  FIRST     CLASS II
 FF0147
 FF0147.The horizontal coordinates were determined by differentially corrected
 FF0147.hand held GPS observations or other comparable positioning techniques
 FF0147.and have an estimated accuracy of +/- 3 meters.
 FF0147
 FF0147.The orthometric height was determined by differential leveling and
 FF0147.adjusted by the NATIONAL GEODETIC SURVEY
 FF0147.in June 1991.
 FF0147
 FF0147.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0147.GEOID18 height accuracy estimate available here.
 FF0147
 FF0147.Click photographs - Photos may exist for this station.
 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     -   102,997.5     562,738.6     MT  (+/- 3 meters HH1 GPS) 
 FF0147
 FF0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV5369804155(NAD 83)
 FF0147
 FF0147                          SUPERSEDED SURVEY CONTROL
 FF0147
 FF0147  NGVD 29 (11/26/84)   67.125  (m)          220.23   (f) ADJUSTED    1 2
 FF0147
 FF0147.Superseded values are not recommended for survey control.
 FF0147
 FF0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0147.See file dsdata.pdf to determine how the superseded data were derived.
 FF0147
 FF0147_MARKER: DB = BENCH MARK DISK
 FF0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0147_STAMPING: A 5 1928 RESET 1956
 FF0147_MARK LOGO: CGS
 FF0147_PROJECTION: PROJECTING 15 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FH0743 ***********************************************************************
 FH0743  DESIGNATION -  A 50 RESET
 FH0743  PID         -  FH0743
 FH0743  STATE/COUNTY-  AR/WASHINGTON
 FH0743  COUNTRY     -  US
 FH0743  USGS QUAD   -  LINCOLN (2017)
 FH0743
 FH0743                         *CURRENT SURVEY CONTROL
 FH0743  ______________________________________________________________________
 FH0743* NAD 83(1986) POSITION- 35 59 21.     (N) 094 23 01.     (W)   SCALED
 FH0743* NAVD 88 ORTHO HEIGHT -   343.44  (meters)     1126.8   (feet) RESET
 FH0743  ______________________________________________________________________
 FH0743  GEOID HEIGHT    -        -28.286 (meters)                     GEOID18
 FH0743  VERT ORDER      -  THIRD
 FH0743
 FH0743.The horizontal coordinates were scaled from a map and have
 FH0743.an estimated accuracy of +/- 6 seconds.
 FH0743
 FH0743.The orthometric height was computed from unverified reset data.
 FH0743
 FH0743.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0743.GEOID18 height accuracy estimate available here.
 FH0743
 FH0743.Click photographs - Photos may exist for this station.
 FH0743
 FH0743;                    North         East    Units  Estimated Accuracy
 FH0743;SPC AR N     -   186,310.      185,090.      MT  (+/- 180 meters Scaled)
 FH0743
 FH0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV752836(NAD 83)
 FH0743
 FH0743                          SUPERSEDED SURVEY CONTROL
 FH0743
 FH0743.No superseded survey control is available for this station.
 FH0743
 FH0743_MARKER: DB = BENCH MARK DISK
 FH0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0743_STAMPING: A 50 RESET 1968 1934
 FH0743_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1309 ***********************************************************************
 FG1309  DESIGNATION -  A 51
 FG1309  PID         -  FG1309
 FG1309  STATE/COUNTY-  AR/MADISON
 FG1309  COUNTRY     -  US
 FG1309  USGS QUAD   -  PETTIGREW (2017)
 FG1309
 FG1309                         *CURRENT SURVEY CONTROL
 FG1309  ______________________________________________________________________
 FG1309* NAD 83(1986) POSITION- 35 50 35.57   (N) 093 44 32.25   (W)   HD_HELD1
 FG1309* NAVD 88 ORTHO HEIGHT -   485.172 (meters)     1591.77  (feet) ADJUSTED
 FG1309  ______________________________________________________________________
 FG1309  GEOID HEIGHT    -        -28.031 (meters)                     GEOID18
 FG1309  DYNAMIC HEIGHT  -        484.713 (meters)     1590.26  (feet) COMP
 FG1309  MODELED GRAVITY -    979,670.6   (mgal)                       NAVD 88
 FG1309
 FG1309  VERT ORDER      -  SECOND    CLASS 0
 FG1309
 FG1309.The horizontal coordinates were determined by differentially corrected
 FG1309.hand held GPS observations or other comparable positioning techniques
 FG1309.and have an estimated accuracy of +/- 3 meters.
 FG1309
 FG1309.The orthometric height was determined by differential leveling and
 FG1309.adjusted by the NATIONAL GEODETIC SURVEY
 FG1309.in June 1991.
 FG1309
 FG1309.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1309.GEOID18 height accuracy estimate available here.
 FG1309
 FG1309.Click photographs - Photos may exist for this station.
 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     -   168,902.3     242,614.9     MT  (+/- 3 meters HH1 GPS) 
 FG1309
 FG1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV3296666813(NAD 83)
 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
 FG1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1309.See file dsdata.pdf to determine how the superseded data were derived.
 FG1309
 FG1309_MARKER: DB = BENCH MARK DISK
 FG1309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1309_STAMPING: A 51 1934
 FG1309_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1338 ***********************************************************************
 FG1338  DESIGNATION -  A 53
 FG1338  PID         -  FG1338
 FG1338  STATE/COUNTY-  AR/MADISON
 FG1338  COUNTRY     -  US
 FG1338  USGS QUAD   -  BOSTON (2017)
 FG1338
 FG1338                         *CURRENT SURVEY CONTROL
 FG1338  ______________________________________________________________________
 FG1338* NAD 83(1986) POSITION- 35 50 14.     (N) 093 35 41.     (W)   SCALED
 FG1338* NAVD 88 ORTHO HEIGHT -   712.404 (meters)     2337.28  (feet) ADJUSTED
 FG1338  ______________________________________________________________________
 FG1338  GEOID HEIGHT    -        -27.969 (meters)                     GEOID18
 FG1338  DYNAMIC HEIGHT  -        711.702 (meters)     2334.98  (feet) COMP
 FG1338  MODELED GRAVITY -    979,624.2   (mgal)                       NAVD 88
 FG1338
 FG1338  VERT ORDER      -  SECOND    CLASS 0
 FG1338
 FG1338.The horizontal coordinates were scaled from a map and have
 FG1338.an estimated accuracy of +/- 6 seconds.
 FG1338
 FG1338.The orthometric height was determined by differential leveling and
 FG1338.adjusted by the NATIONAL GEODETIC SURVEY
 FG1338.in June 1991.
 FG1338
 FG1338.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1338.GEOID18 height accuracy estimate available here.
 FG1338
 FG1338.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV462660(NAD 83)
 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
 FG1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1338.See file dsdata.pdf to determine how the superseded data were derived.
 FG1338
 FG1338_MARKER: DB = BENCH MARK DISK
 FG1338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1338_STAMPING: A 53 1934
 FG1338_MARK LOGO: CGS
 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             CGS
 FG1338
 FG1338                          STATION DESCRIPTION
 FG1338
 FG1338'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG1339 ***********************************************************************
 FG1339  DESIGNATION -  A 53 RESET
 FG1339  PID         -  FG1339
 FG1339  STATE/COUNTY-  AR/MADISON
 FG1339  COUNTRY     -  US
 FG1339  USGS QUAD   -  BOSTON (2017)
 FG1339
 FG1339                         *CURRENT SURVEY CONTROL
 FG1339  ______________________________________________________________________
 FG1339* NAD 83(1986) POSITION- 35 50 14.76   (N) 093 35 41.76   (W)   HD_HELD1
 FG1339* NAVD 88 ORTHO HEIGHT -   712.40  (meters)     2337.3   (feet) RESET
 FG1339  ______________________________________________________________________
 FG1339  GEOID HEIGHT    -        -27.968 (meters)                     GEOID18
 FG1339  VERT ORDER      -  THIRD
 FG1339
 FG1339.The horizontal coordinates were determined by differentially corrected
 FG1339.hand held GPS observations or other comparable positioning techniques
 FG1339.and have an estimated accuracy of +/- 3 meters.
 FG1339
 FG1339.The orthometric height was computed from unverified reset data.
 FG1339
 FG1339.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1339.GEOID18 height accuracy estimate available here.
 FG1339
 FG1339.Click photographs - Photos may exist for this station.
 FG1339
 FG1339;                    North         East    Units  Estimated Accuracy
 FG1339;SPC AR N     -   168,035.4     255,914.5     MT  (+/- 3 meters HH1 GPS) 
 FG1339
 FG1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV4626966081(NAD 83)
 FG1339
 FG1339                          SUPERSEDED SURVEY CONTROL
 FG1339
 FG1339.No superseded survey control is available for this station.
 FG1339
 FG1339_MARKER: DB = BENCH MARK DISK
 FG1339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1339_STAMPING: A 53 RESET 1963
 FG1339_MARK LOGO: CGS
 FG1339_PROJECTION: PROJECTING 10 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1691 ***********************************************************************
 EH1691  DESIGNATION -  A 54
 EH1691  PID         -  EH1691
 EH1691  STATE/COUNTY-  AR/JEFFERSON
 EH1691  COUNTRY     -  US
 EH1691  USGS QUAD   -  HUMPHREY (2017)
 EH1691
 EH1691                         *CURRENT SURVEY CONTROL
 EH1691  ______________________________________________________________________
 EH1691* NAD 83(1986) POSITION- 34 24 11.     (N) 091 44 52.     (W)   SCALED
 EH1691* NAVD 88 ORTHO HEIGHT -    56.680 (meters)      185.96  (feet) ADJUSTED
 EH1691  ______________________________________________________________________
 EH1691  GEOID HEIGHT    -        -26.281 (meters)                     GEOID18
 EH1691  DYNAMIC HEIGHT  -         56.625 (meters)      185.78  (feet) COMP
 EH1691  MODELED GRAVITY -    979,679.0   (mgal)                       NAVD 88
 EH1691
 EH1691  VERT ORDER      -  SECOND    CLASS 0
 EH1691
 EH1691.The horizontal coordinates were scaled from a map and have
 EH1691.an estimated accuracy of +/- 6 seconds.
 EH1691
 EH1691.The orthometric height was determined by differential leveling and
 EH1691.adjusted by the NATIONAL GEODETIC SURVEY
 EH1691.in June 1991.
 EH1691
 EH1691.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1691.GEOID18 height accuracy estimate available here.
 EH1691
 EH1691.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU150075(NAD 83)
 EH1691
 EH1691                          SUPERSEDED SURVEY CONTROL
 EH1691
 EH1691  NGVD 29 (11/26/84)   56.711  (m)          186.06   (f) ADJUSTED    2 0
 EH1691
 EH1691.Superseded values are not recommended for survey control.
 EH1691
 EH1691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1691.See file dsdata.pdf to determine how the superseded data were derived.
 EH1691
 EH1691_MARKER: DB = BENCH MARK DISK
 EH1691_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EH1691_STAMPING: A 54 1934
 EH1691_MARK LOGO: CGS
 EH1691_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1202 ***********************************************************************
 EH1202  DESIGNATION -  A 55
 EH1202  PID         -  EH1202
 EH1202  STATE/COUNTY-  AR/MONROE
 EH1202  COUNTRY     -  US
 EH1202  USGS QUAD   -  CLARENDON (2017)
 EH1202
 EH1202                         *CURRENT SURVEY CONTROL
 EH1202  ______________________________________________________________________
 EH1202* NAD 83(1986) POSITION- 34 38 58.     (N) 091 22 11.     (W)   SCALED
 EH1202* NAVD 88 ORTHO HEIGHT -    55.592 (meters)      182.39  (feet) ADJUSTED
 EH1202  ______________________________________________________________________
 EH1202  GEOID HEIGHT    -        -26.793 (meters)                     GEOID18
 EH1202  DYNAMIC HEIGHT  -         55.540 (meters)      182.22  (feet) COMP
 EH1202  MODELED GRAVITY -    979,687.8   (mgal)                       NAVD 88
 EH1202
 EH1202  VERT ORDER      -  SECOND    CLASS 0
 EH1202
 EH1202.The horizontal coordinates were scaled from a map and have
 EH1202.an estimated accuracy of +/- 6 seconds.
 EH1202
 EH1202.The orthometric height was determined by differential leveling and
 EH1202.adjusted by the NATIONAL GEODETIC SURVEY
 EH1202.in June 1991.
 EH1202
 EH1202.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1202.GEOID18 height accuracy estimate available here.
 EH1202
 EH1202.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU494353(NAD 83)
 EH1202
 EH1202                          SUPERSEDED SURVEY CONTROL
 EH1202
 EH1202  NGVD 29 (11/26/84)   55.567  (m)          182.31   (f) ADJUSTED    2 0
 EH1202
 EH1202.Superseded values are not recommended for survey control.
 EH1202
 EH1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1202.See file dsdata.pdf to determine how the superseded data were derived.
 EH1202
 EH1202_MARKER: DB = BENCH MARK DISK
 EH1202_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EH1202_STAMPING: A 55 1935
 EH1202_MARK LOGO: CGS
 EH1202_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH0819 ***********************************************************************
 EH0819  DESIGNATION -  A 56
 EH0819  PID         -  EH0819
 EH0819  STATE/COUNTY-  AR/PHILLIPS
 EH0819  COUNTRY     -  US
 EH0819  USGS QUAD   -  MARVELL (2017)
 EH0819
 EH0819                         *CURRENT SURVEY CONTROL
 EH0819  ______________________________________________________________________
 EH0819* NAD 83(1986) POSITION- 34 33 21.     (N) 090 54 52.     (W)   SCALED
 EH0819* NAVD 88 ORTHO HEIGHT -    64.073 (meters)      210.21  (feet) ADJUSTED
 EH0819  ______________________________________________________________________
 EH0819  GEOID HEIGHT    -        -26.912 (meters)                     GEOID18
 EH0819  DYNAMIC HEIGHT  -         64.011 (meters)      210.01  (feet) COMP
 EH0819  MODELED GRAVITY -    979,674.8   (mgal)                       NAVD 88
 EH0819
 EH0819  VERT ORDER      -  FIRST     CLASS II
 EH0819
 EH0819.The horizontal coordinates were scaled from a map and have
 EH0819.an estimated accuracy of +/- 6 seconds.
 EH0819
 EH0819.The orthometric height was determined by differential leveling and
 EH0819.adjusted by the NATIONAL GEODETIC SURVEY
 EH0819.in June 1991.
 EH0819
 EH0819.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0819.GEOID18 height accuracy estimate available here.
 EH0819
 EH0819.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU913257(NAD 83)
 EH0819
 EH0819                          SUPERSEDED SURVEY CONTROL
 EH0819
 EH0819  NGVD 29 (11/26/84)   64.107  (m)          210.32   (f) ADJUSTED    1 2
 EH0819
 EH0819.Superseded values are not recommended for survey control.
 EH0819
 EH0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0819.See file dsdata.pdf to determine how the superseded data were derived.
 EH0819
 EH0819_MARKER: DB = BENCH MARK DISK
 EH0819_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EH0819_STAMPING: A 56 1935
 EH0819_MARK LOGO: CGS
 EH0819_PROJECTION: RECESSED 4 CENTIMETERS
 EH0819_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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'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 = MARCH 20, 2026 22:17:28 EDT
 EH1666 ***********************************************************************
 EH1666  DESIGNATION -  A 57
 EH1666  PID         -  EH1666
 EH1666  STATE/COUNTY-  AR/ARKANSAS
 EH1666  COUNTRY     -  US
 EH1666  USGS QUAD   -  STUTTGART SOUTH (2017)
 EH1666
 EH1666                         *CURRENT SURVEY CONTROL
 EH1666  ______________________________________________________________________
 EH1666* NAD 83(1986) POSITION- 34 28 37.     (N) 091 32 28.     (W)   SCALED
 EH1666* NAVD 88 ORTHO HEIGHT -    65.624 (meters)      215.30  (feet) ADJUSTED
 EH1666  ______________________________________________________________________
 EH1666  GEOID HEIGHT    -        -26.543 (meters)                     GEOID18
 EH1666  DYNAMIC HEIGHT  -         65.561 (meters)      215.09  (feet) COMP
 EH1666  MODELED GRAVITY -    979,679.2   (mgal)                       NAVD 88
 EH1666
 EH1666  VERT ORDER      -  FIRST     CLASS II
 EH1666
 EH1666.The horizontal coordinates were scaled from a map and have
 EH1666.an estimated accuracy of +/- 6 seconds.
 EH1666
 EH1666.The orthometric height was determined by differential leveling and
 EH1666.adjusted by the NATIONAL GEODETIC SURVEY
 EH1666.in August 1993.
 EH1666
 EH1666.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1666.GEOID18 height accuracy estimate available here.
 EH1666
 EH1666.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU339160(NAD 83)
 EH1666
 EH1666                          SUPERSEDED SURVEY CONTROL
 EH1666
 EH1666  NAVD 88 (06/15/91)   65.661  (m)          215.42   (f) SUPERSEDED  1 2
 EH1666  NGVD 29 (11/26/84)   65.664  (m)          215.43   (f) ADJUSTED    1 2
 EH1666
 EH1666.Superseded values are not recommended for survey control.
 EH1666
 EH1666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1666.See file dsdata.pdf to determine how the superseded data were derived.
 EH1666
 EH1666_MARKER: DB = BENCH MARK DISK
 EH1666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1666_STAMPING: A 57 1935
 EH1666_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FH0233 ***********************************************************************
 FH0233  DESIGNATION -  A 58
 FH0233  PID         -  FH0233
 FH0233  STATE/COUNTY-  AR/SEBASTIAN
 FH0233  COUNTRY     -  US
 FH0233  USGS QUAD   -  HARTFORD (2017)
 FH0233
 FH0233                         *CURRENT SURVEY CONTROL
 FH0233  ______________________________________________________________________
 FH0233* NAD 83(1986) POSITION- 35 00 45.     (N) 094 25 13.     (W)   SCALED
 FH0233* NAVD 88 ORTHO HEIGHT -   205.626 (meters)      674.62  (feet) ADJUSTED
 FH0233  ______________________________________________________________________
 FH0233  GEOID HEIGHT    -        -31.146 (meters)                     GEOID18
 FH0233  DYNAMIC HEIGHT  -        205.416 (meters)      673.94  (feet) COMP
 FH0233  MODELED GRAVITY -    979,608.4   (mgal)                       NAVD 88
 FH0233
 FH0233  VERT ORDER      -  SECOND    CLASS 0
 FH0233
 FH0233.The horizontal coordinates were scaled from a map and have
 FH0233.an estimated accuracy of +/- 6 seconds.
 FH0233
 FH0233.The orthometric height was determined by differential leveling and
 FH0233.adjusted by the NATIONAL GEODETIC SURVEY
 FH0233.in June 1991.
 FH0233
 FH0233.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0233.GEOID18 height accuracy estimate available here.
 FH0233
 FH0233.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU704753(NAD 83)
 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
 FH0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0233.See file dsdata.pdf to determine how the superseded data were derived.
 FH0233
 FH0233_MARKER: DB = BENCH MARK DISK
 FH0233_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FH0233_SP_SET: ABUTMENT
 FH0233_STAMPING: A 58 1934
 FH0233_MARK LOGO: CGS
 FH0233_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0233_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH0233+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2015
 FH0233
 FH0233  HISTORY     - Date     Condition        Report By
 FH0233  HISTORY     - 1934     MONUMENTED       CGS
 FH0233  HISTORY     - 1959     GOOD             CGS
 FH0233  HISTORY     - 20150117 GOOD             ARHD
 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 COAST AND GEODETIC SURVEY 1959
 FH0233'RECOVERED IN GOOD CONDITION.
 FH0233
 FH0233                          STATION RECOVERY (2015)
 FH0233
 FH0233'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (WDA)
 FH0233'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1305 ***********************************************************************
 EJ1305  DESIGNATION -  A 59
 EJ1305  PID         -  EJ1305
 EJ1305  STATE/COUNTY-  AR/GARLAND
 EJ1305  COUNTRY     -  US
 EJ1305  USGS QUAD   -  HOT SPRINGS SOUTH (2017)
 EJ1305
 EJ1305                         *CURRENT SURVEY CONTROL
 EJ1305  ______________________________________________________________________
 EJ1305* NAD 83(1986) POSITION- 34 28 44.     (N) 093 06 35.     (W)   SCALED
 EJ1305* NAVD 88 ORTHO HEIGHT -   142.044 (meters)      466.02  (feet) ADJUSTED
 EJ1305  ______________________________________________________________________
 EJ1305  GEOID HEIGHT    -        -27.326 (meters)                     GEOID18
 EJ1305  DYNAMIC HEIGHT  -        141.904 (meters)      465.56  (feet) COMP
 EJ1305  MODELED GRAVITY -    979,645.7   (mgal)                       NAVD 88
 EJ1305
 EJ1305  VERT ORDER      -  SECOND    CLASS 0
 EJ1305
 EJ1305.The horizontal coordinates were scaled from a map and have
 EJ1305.an estimated accuracy of +/- 6 seconds.
 EJ1305
 EJ1305.The orthometric height was determined by differential leveling and
 EJ1305.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1305.in June 1991.
 EJ1305
 EJ1305.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1305.GEOID18 height accuracy estimate available here.
 EJ1305
 EJ1305.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU899152(NAD 83)
 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
 EJ1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1305.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1305
 EJ1305_MARKER: DB = BENCH MARK DISK
 EJ1305_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ1305_STAMPING: A 59 1934
 EJ1305_MARK LOGO: CGS
 EJ1305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1305
 EJ1305  HISTORY     - Date     Condition        Report By
 EJ1305  HISTORY     - 1934     MONUMENTED       CGS
 EJ1305  HISTORY     - 1960     GOOD             CGS
 EJ1305  HISTORY     - 20110921 MARK NOT FOUND   ARHD
 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 COAST AND GEODETIC SURVEY 1960
 EJ1305'RECOVERED IN GOOD CONDITION.
 EJ1305
 EJ1305                          STATION RECOVERY (2011)
 EJ1305
 EJ1305'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (AMC)
 EJ1305'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0314 ***********************************************************************
 GF0314  DESIGNATION -  A 6
 GF0314  PID         -  GF0314
 GF0314  STATE/COUNTY-  AR/BOONE
 GF0314  COUNTRY     -  US
 GF0314  USGS QUAD   -  ALPENA (2017)
 GF0314
 GF0314                         *CURRENT SURVEY CONTROL
 GF0314  ______________________________________________________________________
 GF0314* NAD 83(1986) POSITION- 36 17 41.     (N) 093 17 31.     (W)   SCALED
 GF0314* NAVD 88 ORTHO HEIGHT -   346.133 (meters)     1135.60  (feet) ADJUSTED
 GF0314  ______________________________________________________________________
 GF0314  GEOID HEIGHT    -        -28.245 (meters)                     GEOID18
 GF0314  DYNAMIC HEIGHT  -        345.827 (meters)     1134.60  (feet) COMP
 GF0314  MODELED GRAVITY -    979,737.0   (mgal)                       NAVD 88
 GF0314
 GF0314  VERT ORDER      -  FIRST     CLASS II
 GF0314
 GF0314.The horizontal coordinates were scaled from a map and have
 GF0314.an estimated accuracy of +/- 6 seconds.
 GF0314
 GF0314.The orthometric height was determined by differential leveling and
 GF0314.adjusted by the NATIONAL GEODETIC SURVEY
 GF0314.in June 1991.
 GF0314
 GF0314.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0314.GEOID18 height accuracy estimate available here.
 GF0314
 GF0314.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA737166(NAD 83)
 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
 GF0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0314.See file dsdata.pdf to determine how the superseded data were derived.
 GF0314
 GF0314_MARKER: DB = BENCH MARK DISK
 GF0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0314_STAMPING: A 6 1930
 GF0314_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1357 ***********************************************************************
 EJ1357  DESIGNATION -  A 60
 EJ1357  PID         -  EJ1357
 EJ1357  STATE/COUNTY-  AR/PIKE
 EJ1357  COUNTRY     -  US
 EJ1357  USGS QUAD   -  CENTER POINT NE (2017)
 EJ1357
 EJ1357                         *CURRENT SURVEY CONTROL
 EJ1357  ______________________________________________________________________
 EJ1357* NAD 83(1986) POSITION- 34 14 05.     (N) 093 51 35.     (W)   SCALED
 EJ1357* NAVD 88 ORTHO HEIGHT -   213.081 (meters)      699.08  (feet) ADJUSTED
 EJ1357  ______________________________________________________________________
 EJ1357  GEOID HEIGHT    -        -27.843 (meters)                     GEOID18
 EJ1357  DYNAMIC HEIGHT  -        212.863 (meters)      698.37  (feet) COMP
 EJ1357  MODELED GRAVITY -    979,606.7   (mgal)                       NAVD 88
 EJ1357
 EJ1357  VERT ORDER      -  SECOND    CLASS 0
 EJ1357
 EJ1357.The horizontal coordinates were scaled from a map and have
 EJ1357.an estimated accuracy of +/- 6 seconds.
 EJ1357
 EJ1357.The orthometric height was determined by differential leveling and
 EJ1357.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1357.in June 1991.
 EJ1357
 EJ1357.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1357.GEOID18 height accuracy estimate available here.
 EJ1357
 EJ1357.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT208885(NAD 83)
 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
 EJ1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1357.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1357
 EJ1357_MARKER: DB = BENCH MARK DISK
 EJ1357_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ1357_STAMPING: A 60 1934
 EJ1357_MARK LOGO: CGS
 EJ1357_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1357
 EJ1357  HISTORY     - Date     Condition        Report By
 EJ1357  HISTORY     - 1934     MONUMENTED       CGS
 EJ1357  HISTORY     - 1962     MARK NOT FOUND   CGS
 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 COAST AND GEODETIC SURVEY 1962
 EJ1357'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL1091 ***********************************************************************
 DL1091  DESIGNATION -  A 61
 DL1091  PID         -  DL1091
 DL1091  STATE/COUNTY-  AR/HOWARD
 DL1091  COUNTRY     -  US
 DL1091  USGS QUAD   -  NASHVILLE (2017)
 DL1091
 DL1091                         *CURRENT SURVEY CONTROL
 DL1091  ______________________________________________________________________
 DL1091* NAD 83(1986) POSITION- 33 56 30.     (N) 093 50 43.     (W)   SCALED
 DL1091* NAVD 88 ORTHO HEIGHT -   116.719 (meters)      382.94  (feet) ADJUSTED
 DL1091  ______________________________________________________________________
 DL1091  GEOID HEIGHT    -        -27.223 (meters)                     GEOID18
 DL1091  DYNAMIC HEIGHT  -        116.600 (meters)      382.55  (feet) COMP
 DL1091  MODELED GRAVITY -    979,617.1   (mgal)                       NAVD 88
 DL1091
 DL1091  VERT ORDER      -  SECOND    CLASS 0
 DL1091
 DL1091.The horizontal coordinates were scaled from a map and have
 DL1091.an estimated accuracy of +/- 6 seconds.
 DL1091
 DL1091.The orthometric height was determined by differential leveling and
 DL1091.adjusted by the NATIONAL GEODETIC SURVEY
 DL1091.in June 1991.
 DL1091
 DL1091.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1091.GEOID18 height accuracy estimate available here.
 DL1091
 DL1091.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT218560(NAD 83)
 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
 DL1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1091.See file dsdata.pdf to determine how the superseded data were derived.
 DL1091
 DL1091_MARKER: DB = BENCH MARK DISK
 DL1091_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL1091_SP_SET: BUILDING
 DL1091_STAMPING: A 61 1934
 DL1091_MARK LOGO: CGS
 DL1091_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1091
 DL1091  HISTORY     - Date     Condition        Report By
 DL1091  HISTORY     - 1934     MONUMENTED       CGS
 DL1091  HISTORY     - 1962     GOOD             CGS
 DL1091  HISTORY     - 20100427 MARK NOT FOUND   ARHD
 DL1091
 DL1091                          STATION DESCRIPTION
 DL1091
 DL1091'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 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.
 DL1091
 DL1091                          STATION RECOVERY (2010)
 DL1091
 DL1091'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2010 (ST)
 DL1091'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL1085 ***********************************************************************
 DL1085  DESIGNATION -  A 62
 DL1085  PID         -  DL1085
 DL1085  STATE/COUNTY-  AR/HOWARD
 DL1085  COUNTRY     -  US
 DL1085  USGS QUAD   -  MINERAL SPRINGS NORTH (2017)
 DL1085
 DL1085                         *CURRENT SURVEY CONTROL
 DL1085  ______________________________________________________________________
 DL1085* NAD 83(1986) POSITION- 33 52 32.59   (N) 093 54 43.72   (W)   HD_HELD1
 DL1085* NAVD 88 ORTHO HEIGHT -    99.127 (meters)      325.22  (feet) ADJUSTED
 DL1085  ______________________________________________________________________
 DL1085  GEOID HEIGHT    -        -27.196 (meters)                     GEOID18
 DL1085  DYNAMIC HEIGHT  -         99.026 (meters)      324.89  (feet) COMP
 DL1085  MODELED GRAVITY -    979,616.4   (mgal)                       NAVD 88
 DL1085
 DL1085  VERT ORDER      -  SECOND    CLASS 0
 DL1085
 DL1085.The horizontal coordinates were determined by differentially corrected
 DL1085.hand held GPS observations or other comparable positioning techniques
 DL1085.and have an estimated accuracy of +/- 3 meters.
 DL1085
 DL1085.The orthometric height was determined by differential leveling and
 DL1085.adjusted by the NATIONAL GEODETIC SURVEY
 DL1085.in June 1991.
 DL1085
 DL1085.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1085.GEOID18 height accuracy estimate available here.
 DL1085
 DL1085.Click photographs - Photos may exist for this station.
 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     -   535,750.6     223,114.1     MT  (+/- 3 meters HH1 GPS) 
 DL1085
 DL1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT1564148750(NAD 83)
 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
 DL1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1085.See file dsdata.pdf to determine how the superseded data were derived.
 DL1085
 DL1085_MARKER: DB = BENCH MARK DISK
 DL1085_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DL1085_STAMPING: A 62 1934
 DL1085_MARK LOGO: CGS
 DL1085_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL1085
 DL1085  HISTORY     - Date     Condition        Report By
 DL1085  HISTORY     - 1934     MONUMENTED       CGS
 DL1085  HISTORY     - 1962     GOOD             CGS
 DL1085  HISTORY     - 20160317 MARK NOT FOUND   ARHD
 DL1085
 DL1085                          STATION DESCRIPTION
 DL1085
 DL1085'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 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.
 DL1085
 DL1085                          STATION RECOVERY (2016)
 DL1085
 DL1085'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (RTH)
 DL1085'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL1066 ***********************************************************************
 DL1066  DESIGNATION -  A 63
 DL1066  PID         -  DL1066
 DL1066  STATE/COUNTY-  AR/HEMPSTEAD
 DL1066  COUNTRY     -  US
 DL1066  USGS QUAD   -  PATMOS (2017)
 DL1066
 DL1066                         *CURRENT SURVEY CONTROL
 DL1066  ______________________________________________________________________
 DL1066* NAD 83(1986) POSITION- 33 33 47.     (N) 093 35 23.     (W)   SCALED
 DL1066* NAVD 88 ORTHO HEIGHT -    98.161 (meters)      322.05  (feet) ADJUSTED
 DL1066  ______________________________________________________________________
 DL1066  GEOID HEIGHT    -        -26.917 (meters)                     GEOID18
 DL1066  DYNAMIC HEIGHT  -         98.056 (meters)      321.71  (feet) COMP
 DL1066  MODELED GRAVITY -    979,573.1   (mgal)                       NAVD 88
 DL1066
 DL1066  VERT ORDER      -  SECOND    CLASS 0
 DL1066
 DL1066.The horizontal coordinates were scaled from a map and have
 DL1066.an estimated accuracy of +/- 6 seconds.
 DL1066
 DL1066.The orthometric height was determined by differential leveling and
 DL1066.adjusted by the NATIONAL GEODETIC SURVEY
 DL1066.in June 1991.
 DL1066
 DL1066.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1066.GEOID18 height accuracy estimate available here.
 DL1066
 DL1066.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT452138(NAD 83)
 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
 DL1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1066.See file dsdata.pdf to determine how the superseded data were derived.
 DL1066
 DL1066_MARKER: DB = BENCH MARK DISK
 DL1066_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DL1066_STAMPING: A 63 1935
 DL1066_MARK LOGO: CGS
 DL1066_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL1066
 DL1066  HISTORY     - Date     Condition        Report By
 DL1066  HISTORY     - 1935     MONUMENTED       CGS
 DL1066  HISTORY     - 1963     GOOD             CGS
 DL1066  HISTORY     - 20160316 MARK NOT FOUND   ARHD
 DL1066
 DL1066                          STATION DESCRIPTION
 DL1066
 DL1066'DESCRIBED BY COAST AND 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.
 DL1066
 DL1066                          STATION RECOVERY (2016)
 DL1066
 DL1066'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 DL1066'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0969 ***********************************************************************
 DL0969  DESIGNATION -  A 64
 DL0969  PID         -  DL0969
 DL0969  STATE/COUNTY-  AR/HEMPSTEAD
 DL0969  COUNTRY     -  US
 DL0969  USGS QUAD   -  SHEPPARD (2017)
 DL0969
 DL0969                         *CURRENT SURVEY CONTROL
 DL0969  ______________________________________________________________________
 DL0969* NAD 83(1997) POSITION- 33 37 32.98331(N) 093 43 31.06701(W)   ADJUSTED
 DL0969* NAVD 88 ORTHO HEIGHT -    86.029 (meters)      282.25  (feet) ADJUSTED
 DL0969  ______________________________________________________________________
 DL0969  GEOID HEIGHT    -        -27.020 (meters)                     GEOID18
 DL0969  LAPLACE CORR    -          0.47  (seconds)                    DEFLEC18
 DL0969  DYNAMIC HEIGHT  -         85.938 (meters)      281.95  (feet) COMP
 DL0969  MODELED GRAVITY -    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 and
 DL0969.adjusted by the NATIONAL GEODETIC SURVEY
 DL0969.in June 1991.
 DL0969
 DL0969.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0969.GEOID18 height accuracy estimate available here.
 DL0969
 DL0969.Click photographs - Photos may exist for this station.
 DL0969
 DL0969.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999074  x   0.99994374  =   0.99993448
 DL0969!UTM  15      -   0.99999074  x   0.99965579  =   0.99964653
 DL0969
 DL0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT3272720905(NAD 83)
 DL0969
 DL0969                          SUPERSEDED SURVEY CONTROL
 DL0969
 DL0969  NAD 83(1993)-  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  NGVD 29              86.04   (m)          282.3    (f) LEVELING    3  
 DL0969
 DL0969.Superseded values are not recommended for survey control.
 DL0969
 DL0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0969.See file dsdata.pdf to determine how the superseded data were derived.
 DL0969
 DL0969_MARKER: DB = BENCH MARK DISK
 DL0969_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DL0969_STAMPING: A 64 1935
 DL0969_MARK LOGO: CGS
 DL0969_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0969
 DL0969  HISTORY     - Date     Condition        Report By
 DL0969  HISTORY     - 1935     MONUMENTED       CGS
 DL0969  HISTORY     - 1951     GOOD             CGS
 DL0969  HISTORY     - 1963     GOOD             CGS
 DL0969  HISTORY     - 20130321 MARK NOT FOUND   ARHD
 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 COAST AND GEODETIC SURVEY 1963
 DL0969'RECOVERED IN GOOD CONDITION.
 DL0969
 DL0969                          STATION RECOVERY (2013)
 DL0969
 DL0969'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (JDH)
 DL0969'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK1399 ***********************************************************************
 DK1399  DESIGNATION -  A 65
 DK1399  PID         -  DK1399
 DK1399  STATE/COUNTY-  AR/ASHLEY
 DK1399  COUNTRY     -  US
 DK1399  USGS QUAD   -  CROSSETT SOUTH (2017)
 DK1399
 DK1399                         *CURRENT SURVEY CONTROL
 DK1399  ______________________________________________________________________
 DK1399* NAD 83(1986) POSITION- 33 02 14.     (N) 091 56 14.     (W)   SCALED
 DK1399* NAVD 88 ORTHO HEIGHT -    46.195 (meters)      151.56  (feet) ADJUSTED
 DK1399  ______________________________________________________________________
 DK1399  GEOID HEIGHT    -        -25.979 (meters)                     GEOID18
 DK1399  DYNAMIC HEIGHT  -         46.145 (meters)      151.39  (feet) COMP
 DK1399  MODELED GRAVITY -    979,559.6   (mgal)                       NAVD 88
 DK1399
 DK1399  VERT ORDER      -  SECOND    CLASS 0
 DK1399
 DK1399.The horizontal coordinates were scaled from a map and have
 DK1399.an estimated accuracy of +/- 6 seconds.
 DK1399
 DK1399.The orthometric height was determined by differential leveling and
 DK1399.adjusted by the NATIONAL GEODETIC SURVEY
 DK1399.in June 1991.
 DK1399
 DK1399.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1399.GEOID18 height accuracy estimate available here.
 DK1399
 DK1399.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS992559(NAD 83)
 DK1399
 DK1399                          SUPERSEDED SURVEY CONTROL
 DK1399
 DK1399  NGVD 29 (11/26/84)   46.271  (m)          151.81   (f) ADJUSTED    2 0
 DK1399
 DK1399.Superseded values are not recommended for survey control.
 DK1399
 DK1399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1399.See file dsdata.pdf to determine how the superseded data were derived.
 DK1399
 DK1399_MARKER: DB = BENCH MARK DISK
 DK1399_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DK1399_STAMPING: A 65 1935
 DK1399_MARK LOGO: CGS
 DK1399_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0469 ***********************************************************************
 FG0469  DESIGNATION -  A 66
 FG0469  PID         -  FG0469
 FG0469  STATE/COUNTY-  AR/POPE
 FG0469  COUNTRY     -  US
 FG0469  USGS QUAD   -  HECTOR (2017)
 FG0469
 FG0469                         *CURRENT SURVEY CONTROL
 FG0469  ______________________________________________________________________
 FG0469* NAD 83(1986) POSITION- 35 23 17.     (N) 092 58 26.     (W)   SCALED
 FG0469* NAVD 88 ORTHO HEIGHT -   219.581 (meters)      720.41  (feet) ADJUSTED
 FG0469  ______________________________________________________________________
 FG0469  GEOID HEIGHT    -        -28.738 (meters)                     GEOID18
 FG0469  DYNAMIC HEIGHT  -        219.373 (meters)      719.73  (feet) COMP
 FG0469  MODELED GRAVITY -    979,684.6   (mgal)                       NAVD 88
 FG0469
 FG0469  VERT ORDER      -  SECOND    CLASS 0
 FG0469
 FG0469.The horizontal coordinates were scaled from a map and have
 FG0469.an estimated accuracy of +/- 6 seconds.
 FG0469
 FG0469.The orthometric height was determined by differential leveling and
 FG0469.adjusted by the NATIONAL GEODETIC SURVEY
 FG0469.in June 1991.
 FG0469
 FG0469.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0469.GEOID18 height accuracy estimate available here.
 FG0469
 FG0469.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV023160(NAD 83)
 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
 FG0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0469.See file dsdata.pdf to determine how the superseded data were derived.
 FG0469
 FG0469_MARKER: DB = BENCH MARK DISK
 FG0469_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0469_STAMPING: A 66 1935
 FG0469_MARK LOGO: CGS
 FG0469_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0469
 FG0469  HISTORY     - Date     Condition        Report By
 FG0469  HISTORY     - 1935     MONUMENTED       CGS
 FG0469  HISTORY     - 1960     MARK NOT FOUND   CGS
 FG0469  HISTORY     - 20161228 MARK NOT FOUND   ARHD
 FG0469
 FG0469                          STATION DESCRIPTION
 FG0469
 FG0469'DESCRIBED BY COAST AND 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.
 FG0469
 FG0469                          STATION RECOVERY (2016)
 FG0469
 FG0469'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 FG0469'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0098 ***********************************************************************
 FG0098  DESIGNATION -  A 68
 FG0098  PID         -  FG0098
 FG0098  STATE/COUNTY-  AR/FAULKNER
 FG0098  COUNTRY     -  US
 FG0098  USGS QUAD   -  CONWAY (2017)
 FG0098
 FG0098                         *CURRENT SURVEY CONTROL
 FG0098  ______________________________________________________________________
 FG0098* NAD 83(1986) POSITION- 35 05 19.56   (N) 092 26 33.55   (W)   HD_HELD1
 FG0098* NAVD 88 ORTHO HEIGHT -    96.222 (meters)      315.69  (feet) ADJUSTED
 FG0098  ______________________________________________________________________
 FG0098  GEOID HEIGHT    -        -27.956 (meters)                     GEOID18
 FG0098  DYNAMIC HEIGHT  -         96.132 (meters)      315.39  (feet) COMP
 FG0098  MODELED GRAVITY -    979,695.5   (mgal)                       NAVD 88
 FG0098
 FG0098  VERT ORDER      -  FIRST     CLASS II
 FG0098
 FG0098.The horizontal coordinates were determined by differentially corrected
 FG0098.hand held GPS observations or other comparable positioning techniques
 FG0098.and have an estimated accuracy of +/- 3 meters.
 FG0098
 FG0098.The orthometric height was determined by differential leveling and
 FG0098.adjusted by the NATIONAL GEODETIC SURVEY
 FG0098.in September 2023.
 FG0098
 FG0098.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0098.GEOID18 height accuracy estimate available here.
 FG0098
 FG0098.Click photographs - Photos may exist for this station.
 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     -    83,899.8     359,635.9     MT  (+/- 3 meters HH1 GPS) 
 FG0098
 FG0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5080483029(NAD 83)
 FG0098
 FG0098                          SUPERSEDED SURVEY CONTROL
 FG0098
 FG0098  NAVD 88 (06/15/91)   96.222  (m)          315.69   (f) SUPERSEDED  1 2
 FG0098  NGVD 29 (06/07/95)   96.256  (m)          315.80   (f) ADJUSTED    1 2
 FG0098  NGVD 29 (??/??/92)   96.274  (m)          315.86   (f) SUPERSEDED  1 2
 FG0098
 FG0098.Superseded values are not recommended for survey control.
 FG0098
 FG0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0098.See file dsdata.pdf to determine how the superseded data were derived.
 FG0098
 FG0098_MARKER: DB = BENCH MARK DISK
 FG0098_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0098_STAMPING: A 68 1934
 FG0098_MARK LOGO: CGS
 FG0098_PROJECTION: PROJECTING 13 CENTIMETERS
 FG0098_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0098_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG0098+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2023
 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  HISTORY     - 20140415 GOOD             ARHD
 FG0098  HISTORY     - 20230905 GOOD             ARHD
 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.
 FG0098
 FG0098                          STATION RECOVERY (2014)
 FG0098
 FG0098'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014
 FG0098'RECOVERED IN GOOD CONDITION.
 FG0098
 FG0098                          STATION RECOVERY (2023)
 FG0098
 FG0098'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2023 (JDH)
 FG0098'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1426 ***********************************************************************
 FF1426  DESIGNATION -  A 69
 FF1426  PID         -  FF1426
 FF1426  STATE/COUNTY-  AR/WHITE
 FF1426  COUNTRY     -  US
 FF1426  USGS QUAD   -  BEEBE (2017)
 FF1426
 FF1426                         *CURRENT SURVEY CONTROL
 FF1426  ______________________________________________________________________
 FF1426* NAD 83(1986) POSITION- 35 04 06.     (N) 091 53 41.     (W)   SCALED
 FF1426* NAVD 88 ORTHO HEIGHT -    73.130 (meters)      239.93  (feet) ADJUSTED
 FF1426  ______________________________________________________________________
 FF1426  GEOID HEIGHT    -        -27.317 (meters)                     GEOID18
 FF1426  DYNAMIC HEIGHT  -         73.062 (meters)      239.70  (feet) COMP
 FF1426  MODELED GRAVITY -    979,716.4   (mgal)                       NAVD 88
 FF1426
 FF1426  VERT ORDER      -  SECOND    CLASS 0
 FF1426
 FF1426.The horizontal coordinates were scaled from a map and have
 FF1426.an estimated accuracy of +/- 6 seconds.
 FF1426
 FF1426.The orthometric height was determined by differential leveling and
 FF1426.adjusted by the NATIONAL GEODETIC SURVEY
 FF1426.in June 1991.
 FF1426
 FF1426.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1426.GEOID18 height accuracy estimate available here.
 FF1426
 FF1426.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU007811(NAD 83)
 FF1426
 FF1426                          SUPERSEDED SURVEY CONTROL
 FF1426
 FF1426  NGVD 29 (11/26/84)   73.122  (m)          239.90   (f) ADJUSTED    2 0
 FF1426
 FF1426.Superseded values are not recommended for survey control.
 FF1426
 FF1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1426.See file dsdata.pdf to determine how the superseded data were derived.
 FF1426
 FF1426_MARKER: DB = BENCH MARK DISK
 FF1426_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF1426_STAMPING: A 69 1934
 FF1426_MARK LOGO: CGS
 FF1426_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1426
 FF1426  HISTORY     - Date     Condition        Report By
 FF1426  HISTORY     - 1934     MONUMENTED       CGS
 FF1426  HISTORY     - 20020606 MARK NOT FOUND   USACE
 FF1426  HISTORY     - 20110719 MARK NOT FOUND   ARHD
 FF1426
 FF1426                          STATION DESCRIPTION
 FF1426
 FF1426'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 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.
 FF1426
 FF1426                          STATION RECOVERY (2011)
 FF1426
 FF1426'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (SES)
 FF1426'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0100 ***********************************************************************
 FG0100  DESIGNATION -  A 70
 FG0100  PID         -  FG0100
 FG0100  STATE/COUNTY-  AR/FAULKNER
 FG0100  COUNTRY     -  US
 FG0100  USGS QUAD   -  CONWAY (2017)
 FG0100
 FG0100                         *CURRENT SURVEY CONTROL
 FG0100  ______________________________________________________________________
 FG0100* NAD 83(1986) POSITION- 35 03 59.19   (N) 092 25 47.89   (W)   HD_HELD1
 FG0100* NAVD 88 ORTHO HEIGHT -    89.311 (meters)      293.01  (feet) ADJUSTED
 FG0100  ______________________________________________________________________
 FG0100  GEOID HEIGHT    -        -27.887 (meters)                     GEOID18
 FG0100  DYNAMIC HEIGHT  -         89.227 (meters)      292.74  (feet) COMP
 FG0100  MODELED GRAVITY -    979,694.9   (mgal)                       NAVD 88
 FG0100
 FG0100  VERT ORDER      -  SECOND    CLASS I
 FG0100
 FG0100.The horizontal coordinates were determined by differentially corrected
 FG0100.hand held GPS observations or other comparable positioning techniques
 FG0100.and have an estimated accuracy of +/- 3 meters.
 FG0100
 FG0100.The orthometric height was determined by differential leveling and
 FG0100.adjusted by the NATIONAL GEODETIC SURVEY
 FG0100.in September 2023.
 FG0100
 FG0100.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0100.GEOID18 height accuracy estimate available here.
 FG0100
 FG0100.Click photographs - Photos may exist for this station.
 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     -    81,418.0     360,781.7     MT  (+/- 3 meters HH1 GPS) 
 FG0100
 FG0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5197480559(NAD 83)
 FG0100
 FG0100                          SUPERSEDED SURVEY CONTROL
 FG0100
 FG0100  NAVD 88 (06/15/91)   89.326  (m)          293.06   (f) SUPERSEDED  2 0
 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
 FG0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0100.See file dsdata.pdf to determine how the superseded data were derived.
 FG0100
 FG0100_MARKER: DB = BENCH MARK DISK
 FG0100_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0100_STAMPING: A 70 1934
 FG0100_MARK LOGO: CGS
 FG0100_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0100
 FG0100  HISTORY     - Date     Condition        Report By
 FG0100  HISTORY     - 1934     MONUMENTED       CGS
 FG0100  HISTORY     - 1967     MARK NOT FOUND   CGS
 FG0100  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG0100  HISTORY     - 20140501 MARK NOT FOUND   ARHD
 FG0100
 FG0100                          STATION DESCRIPTION
 FG0100
 FG0100'DESCRIBED BY COAST AND 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.
 FG0100
 FG0100                          STATION RECOVERY (2014)
 FG0100
 FG0100'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (TM)
 FG0100'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0389 ***********************************************************************
 FG0389  DESIGNATION -  A 71
 FG0389  PID         -  FG0389
 FG0389  STATE/COUNTY-  AR/PERRY
 FG0389  COUNTRY     -  US
 FG0389  USGS QUAD   -  ADONA (2017)
 FG0389
 FG0389                         *CURRENT SURVEY CONTROL
 FG0389  ______________________________________________________________________
 FG0389* NAD 83(1986) POSITION- 35 02 18.     (N) 092 54 52.     (W)   SCALED
 FG0389* NAVD 88 ORTHO HEIGHT -   114.234 (meters)      374.78  (feet) ADJUSTED
 FG0389  ______________________________________________________________________
 FG0389  GEOID HEIGHT    -        -28.632 (meters)                     GEOID18
 FG0389  DYNAMIC HEIGHT  -        114.124 (meters)      374.42  (feet) COMP
 FG0389  MODELED GRAVITY -    979,667.2   (mgal)                       NAVD 88
 FG0389
 FG0389  VERT ORDER      -  SECOND    CLASS I
 FG0389
 FG0389.The horizontal coordinates were scaled from a map and have
 FG0389.an estimated accuracy of +/- 6 seconds.
 FG0389
 FG0389.The orthometric height was determined by differential leveling and
 FG0389.adjusted by the NATIONAL GEODETIC SURVEY
 FG0389.in September 2023.
 FG0389
 FG0389.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0389.GEOID18 height accuracy estimate available here.
 FG0389
 FG0389.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU078772(NAD 83)
 FG0389
 FG0389                          SUPERSEDED SURVEY CONTROL
 FG0389
 FG0389  NAVD 88 (06/15/91)  114.240  (m)          374.80   (f) SUPERSEDED  2 0
 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
 FG0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0389.See file dsdata.pdf to determine how the superseded data were derived.
 FG0389
 FG0389_MARKER: DB = BENCH MARK DISK
 FG0389_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0389_STAMPING: A 71 1934
 FG0389_MARK LOGO: CGS
 FG0389_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0389
 FG0389  HISTORY     - Date     Condition        Report By
 FG0389  HISTORY     - 1934     MONUMENTED       CGS
 FG0389  HISTORY     - 1939     GOOD             CGS
 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 COAST AND GEODETIC SURVEY 1939
 FG0389'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0985 ***********************************************************************
 FG0985  DESIGNATION -  A 72
 FG0985  PID         -  FG0985
 FG0985  STATE/COUNTY-  AR/POPE
 FG0985  COUNTRY     -  US
 FG0985  USGS QUAD   -  RUSSELLVILLE EAST (2017)
 FG0985
 FG0985                         *CURRENT SURVEY CONTROL
 FG0985  ______________________________________________________________________
 FG0985* NAD 83(1986) POSITION- 35 16 34.3    (N) 093 07 14.3    (W)   HD_HELD2
 FG0985* NAVD 88 ORTHO HEIGHT -   112.545 (meters)      369.24  (feet) ADJUSTED
 FG0985  ______________________________________________________________________
 FG0985  GEOID HEIGHT    -        -29.147 (meters)                     GEOID18
 FG0985  DYNAMIC HEIGHT  -        112.438 (meters)      368.89  (feet) COMP
 FG0985  MODELED GRAVITY -    979,685.3   (mgal)                       NAVD 88
 FG0985
 FG0985  VERT ORDER      -  FIRST     CLASS II
 FG0985
 FG0985.The horizontal coordinates were established by autonomous hand held GPS
 FG0985.observations and have an estimated accuracy of +/- 10 meters.
 FG0985
 FG0985.The orthometric height was determined by differential leveling and
 FG0985.adjusted by the NATIONAL GEODETIC SURVEY
 FG0985.in June 1991.
 FG0985
 FG0985.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0985.GEOID18 height accuracy estimate available here.
 FG0985
 FG0985.Click photographs - Photos may exist for this station.
 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     -   105,182.      298,051.      MT  (+/- 10 meters HH2 GPS)
 FG0985
 FG0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV8902803679(NAD 83)
 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
 FG0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0985.See file dsdata.pdf to determine how the superseded data were derived.
 FG0985
 FG0985_MARKER: DB = BENCH MARK DISK
 FG0985_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0985_STAMPING: A 72 1934
 FG0985_MARK LOGO: CGS
 FG0985_PROJECTION: FLUSH
 FG0985_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0985_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG0985+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2011
 FG0985
 FG0985  HISTORY     - Date     Condition        Report By
 FG0985  HISTORY     - 1934     MONUMENTED       CGS
 FG0985  HISTORY     - 1967     GOOD             CGS
 FG0985  HISTORY     - 1984     GOOD             NGS
 FG0985  HISTORY     - 1987     GOOD             USPSQD
 FG0985  HISTORY     - 1989     GOOD             USPSQD
 FG0985  HISTORY     - 1989     GOOD             USPSQD
 FG0985  HISTORY     - 20081014 GOOD             NGS
 FG0985  HISTORY     - 20091105 GOOD             GEOCAC
 FG0985  HISTORY     - 20110927 GOOD             ARHD
 FG0985
 FG0985                          STATION DESCRIPTION
 FG0985
 FG0985'DESCRIBED BY COAST AND 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.
 FG0985
 FG0985                          STATION RECOVERY (2008)
 FG0985
 FG0985'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2008 (JBW)
 FG0985'0.2 METERS BELOW GROUND. FENCE IS GONE, CORNER POST ARE STILL IN
 FG0985'PLACE.
 FG0985
 FG0985                          STATION RECOVERY (2009)
 FG0985
 FG0985'RECOVERY NOTE BY GEOCACHING 2009 (RT)
 FG0985'RECOVERED IN GOOD CONDITION.
 FG0985
 FG0985                          STATION RECOVERY (2011)
 FG0985
 FG0985'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (SES)
 FG0985'NEW MEASUREMENTS.
 FG0985'51.0 FT.SOUTH OF THE SOUTH RAIL.
 FG0985'41.0 FT. WEST OF HIGHWAY 7T.
 FG0985'5.0 FT. WEST OF TELEPHONE POLE.
 FG0985'63.0 FT. NORTH OF CENTER OF GRAVEL DRIVEWAY TO LUMBER YARD.
 FG0985'2.8 FT. SOUTH WEST OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0411 ***********************************************************************
 FG0411  DESIGNATION -  A 73
 FG0411  PID         -  FG0411
 FG0411  STATE/COUNTY-  AR/PERRY
 FG0411  COUNTRY     -  US
 FG0411  USGS QUAD   -  PERRYVILLE (2017)
 FG0411
 FG0411                         *CURRENT SURVEY CONTROL
 FG0411  ______________________________________________________________________
 FG0411* NAD 83(1986) POSITION- 35 00 17.65   (N) 092 48 10.02   (W)   HD_HELD1
 FG0411* NAVD 88 ORTHO HEIGHT -    90.719 (meters)      297.63  (feet) ADJUSTED
 FG0411  ______________________________________________________________________
 FG0411  GEOID HEIGHT    -        -28.378 (meters)                     GEOID18
 FG0411  DYNAMIC HEIGHT  -         90.632 (meters)      297.35  (feet) COMP
 FG0411  MODELED GRAVITY -    979,675.0   (mgal)                       NAVD 88
 FG0411
 FG0411  VERT ORDER      -  SECOND    CLASS 0
 FG0411
 FG0411.The horizontal coordinates were determined by differentially corrected
 FG0411.hand held GPS observations or other comparable positioning techniques
 FG0411.and have an estimated accuracy of +/- 3 meters.
 FG0411
 FG0411.The orthometric height was determined by differential leveling and
 FG0411.adjusted by the NATIONAL GEODETIC SURVEY
 FG0411.in June 1991.
 FG0411
 FG0411.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0411.GEOID18 height accuracy estimate available here.
 FG0411
 FG0411.Click photographs - Photos may exist for this station.
 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     -    74,804.0     326,721.5     MT  (+/- 3 meters HH1 GPS) 
 FG0411
 FG0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU1799573604(NAD 83)
 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
 FG0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0411.See file dsdata.pdf to determine how the superseded data were derived.
 FG0411
 FG0411_MARKER: DB = BENCH MARK DISK
 FG0411_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0411_STAMPING: A 73 1935
 FG0411_MARK LOGO: CGS
 FG0411_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1249 ***********************************************************************
 FF1249  DESIGNATION -  A 74
 FF1249  PID         -  FF1249
 FF1249  STATE/COUNTY-  AR/WOODRUFF
 FF1249  COUNTRY     -  US
 FF1249  USGS QUAD   -  HUNTER WEST (2017)
 FF1249
 FF1249                         *CURRENT SURVEY CONTROL
 FF1249  ______________________________________________________________________
 FF1249* NAD 83(1986) POSITION- 35 00 12.     (N) 091 14 58.     (W)   SCALED
 FF1249* NAVD 88 ORTHO HEIGHT -    58.255 (meters)      191.12  (feet) ADJUSTED
 FF1249  ______________________________________________________________________
 FF1249  GEOID HEIGHT    -        -27.039 (meters)                     GEOID18
 FF1249  DYNAMIC HEIGHT  -         58.201 (meters)      190.95  (feet) COMP
 FF1249  MODELED GRAVITY -    979,719.9   (mgal)                       NAVD 88
 FF1249
 FF1249  VERT ORDER      -  SECOND    CLASS 0
 FF1249
 FF1249.The horizontal coordinates were scaled from a map and have
 FF1249.an estimated accuracy of +/- 6 seconds.
 FF1249
 FF1249.The orthometric height was determined by differential leveling and
 FF1249.adjusted by the NATIONAL GEODETIC SURVEY
 FF1249.in June 1991.
 FF1249
 FF1249.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1249.GEOID18 height accuracy estimate available here.
 FF1249
 FF1249.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU597748(NAD 83)
 FF1249
 FF1249                          SUPERSEDED SURVEY CONTROL
 FF1249
 FF1249  NGVD 29 (11/26/84)   58.234  (m)          191.06   (f) ADJUSTED    2 0
 FF1249
 FF1249.Superseded values are not recommended for survey control.
 FF1249
 FF1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1249.See file dsdata.pdf to determine how the superseded data were derived.
 FF1249
 FF1249_MARKER: DB = BENCH MARK DISK
 FF1249_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF1249_STAMPING: A 74 1934
 FF1249_MARK LOGO: CGS
 FF1249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1249
 FF1249  HISTORY     - Date     Condition        Report By
 FF1249  HISTORY     - 1934     MONUMENTED       CGS
 FF1249  HISTORY     - 1976     MARK NOT FOUND   USGS
 FF1249  HISTORY     - 20100402 GOOD             ARHD
 FF1249
 FF1249                          STATION DESCRIPTION
 FF1249
 FF1249'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 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.
 FF1249
 FF1249                          STATION RECOVERY (2010)
 FF1249
 FF1249'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2010 (MP)
 FF1249'4.0 FEET SOUTHEAST FENCE CORNER, 41.0 FEET WEST OF CENTER VINE ST,
 FF1249'63.0 FEET SOUTHWEST OF NORTHWEST CORNER OF FIRE STATION AND
 FF1249'80.0 FEET SOUTHWEST OF THE CENTER FIRE SIREN.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1141 ***********************************************************************
 FF1141  DESIGNATION -  A 75
 FF1141  PID         -  FF1141
 FF1141  STATE/COUNTY-  AR/JACKSON
 FF1141  COUNTRY     -  US
 FF1141  USGS QUAD   -  AUVERGNE (2017)
 FF1141
 FF1141                         *CURRENT SURVEY CONTROL
 FF1141  ______________________________________________________________________
 FF1141* NAD 83(1986) POSITION- 35 34 44.     (N) 091 10 49.     (W)   SCALED
 FF1141* NAVD 88 ORTHO HEIGHT -    70.881 (meters)      232.55  (feet) ADJUSTED
 FF1141  ______________________________________________________________________
 FF1141  GEOID HEIGHT    -        -27.524 (meters)                     GEOID18
 FF1141  DYNAMIC HEIGHT  -         70.820 (meters)      232.35  (feet) COMP
 FF1141  MODELED GRAVITY -    979,766.8   (mgal)                       NAVD 88
 FF1141
 FF1141  VERT ORDER      -  SECOND    CLASS 0
 FF1141
 FF1141.The horizontal coordinates were scaled from a map and have
 FF1141.an estimated accuracy of +/- 6 seconds.
 FF1141
 FF1141.The orthometric height was determined by differential leveling and
 FF1141.adjusted by the NATIONAL GEODETIC SURVEY
 FF1141.in June 1991.
 FF1141
 FF1141.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1141.GEOID18 height accuracy estimate available here.
 FF1141
 FF1141.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV648387(NAD 83)
 FF1141
 FF1141                          SUPERSEDED SURVEY CONTROL
 FF1141
 FF1141  NGVD 29 (11/26/84)   70.817  (m)          232.34   (f) ADJUSTED    2 0
 FF1141
 FF1141.Superseded values are not recommended for survey control.
 FF1141
 FF1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1141.See file dsdata.pdf to determine how the superseded data were derived.
 FF1141
 FF1141_MARKER: DB = BENCH MARK DISK
 FF1141_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF1141_STAMPING: A 75 1934
 FF1141_MARK LOGO: CGS
 FF1141_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1077 ***********************************************************************
 EH1077  DESIGNATION -  A 75
 EH1077  PID         -  EH1077
 EH1077  STATE/COUNTY-  AR/MONROE
 EH1077  COUNTRY     -  US
 EH1077  USGS QUAD   -  PINE CITY (2017)
 EH1077
 EH1077                         *CURRENT SURVEY CONTROL
 EH1077  ______________________________________________________________________
 EH1077* NAD 83(1986) POSITION- 34 34 59.     (N) 091 06 21.     (W)   SCALED
 EH1077* NAVD 88 ORTHO HEIGHT -    53.459 (meters)      175.39  (feet) ADJUSTED
 EH1077  ______________________________________________________________________
 EH1077  GEOID HEIGHT    -        -26.786 (meters)                     GEOID18
 EH1077  DYNAMIC HEIGHT  -         53.408 (meters)      175.22  (feet) COMP
 EH1077  MODELED GRAVITY -    979,685.1   (mgal)                       NAVD 88
 EH1077
 EH1077  VERT ORDER      -  FIRST     CLASS II
 EH1077
 EH1077.The horizontal coordinates were scaled from a map and have
 EH1077.an estimated accuracy of +/- 6 seconds.
 EH1077
 EH1077.The orthometric height was determined by differential leveling and
 EH1077.adjusted by the NATIONAL GEODETIC SURVEY
 EH1077.in June 1991.
 EH1077
 EH1077.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1077.GEOID18 height accuracy estimate available here.
 EH1077
 EH1077.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU737284(NAD 83)
 EH1077
 EH1077                          SUPERSEDED SURVEY CONTROL
 EH1077
 EH1077  NGVD 29 (11/26/84)   53.486  (m)          175.48   (f) ADJUSTED    1 2
 EH1077
 EH1077.Superseded values are not recommended for survey control.
 EH1077
 EH1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1077.See file dsdata.pdf to determine how the superseded data were derived.
 EH1077
 EH1077_MARKER: DD = SURVEY DISK
 EH1077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1077_STAMPING: TRAV STA A 75
 EH1077_MARK LOGO: USACE
 EH1077_PROJECTION: PROJECTING 10 CENTIMETERS
 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       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0769 ***********************************************************************
 FF0769  DESIGNATION -  A 76
 FF0769  PID         -  FF0769
 FF0769  STATE/COUNTY-  AR/CRAIGHEAD
 FF0769  COUNTRY     -  US
 FF0769  USGS QUAD   -  JONESBORO (2017)
 FF0769
 FF0769                         *CURRENT SURVEY CONTROL
 FF0769  ______________________________________________________________________
 FF0769* NAD 83(1986) POSITION- 35 48 59.     (N) 090 38 58.     (W)   SCALED
 FF0769* NAVD 88 ORTHO HEIGHT -    76.394 (meters)      250.64  (feet) ADJUSTED
 FF0769  ______________________________________________________________________
 FF0769  GEOID HEIGHT    -        -27.839 (meters)                     GEOID18
 FF0769  DYNAMIC HEIGHT  -         76.329 (meters)      250.42  (feet) COMP
 FF0769  MODELED GRAVITY -    979,780.3   (mgal)                       NAVD 88
 FF0769
 FF0769  VERT ORDER      -  FIRST     CLASS II
 FF0769
 FF0769.The horizontal coordinates were scaled from a map and have
 FF0769.an estimated accuracy of +/- 6 seconds.
 FF0769
 FF0769.The orthometric height was determined by differential leveling and
 FF0769.adjusted by the NATIONAL GEODETIC SURVEY
 FF0769.in January 1995.
 FF0769
 FF0769.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0769.GEOID18 height accuracy estimate available here.
 FF0769
 FF0769.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV123661(NAD 83)
 FF0769
 FF0769                          SUPERSEDED SURVEY CONTROL
 FF0769
 FF0769  NAVD 88 (06/15/91)   76.406  (m)          250.68   (f) SUPERSEDED  1 2
 FF0769  NGVD 29 (10/05/93)   76.316  (m)          250.38   (f) ADJUSTED    1 2
 FF0769  NGVD 29 (??/??/87)   76.319  (m)          250.39   (f) SUPERSEDED  1 2
 FF0769
 FF0769.Superseded values are not recommended for survey control.
 FF0769
 FF0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0769.See file dsdata.pdf to determine how the superseded data were derived.
 FF0769
 FF0769_MARKER: DB = BENCH MARK DISK
 FF0769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0769_STAMPING: A 76 1934
 FF0769_MARK LOGO: CGS
 FF0769_PROJECTION: RECESSED 20 CENTIMETERS
 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, 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0933 ***********************************************************************
 EJ0933  DESIGNATION -  A 78
 EJ0933  PID         -  EJ0933
 EJ0933  STATE/COUNTY-  AR/SALINE
 EJ0933  COUNTRY     -  US
 EJ0933  USGS QUAD   -  LONSDALE NE (2017)
 EJ0933
 EJ0933                         *CURRENT SURVEY CONTROL
 EJ0933  ______________________________________________________________________
 EJ0933* NAD 83(1986) POSITION- 34 42 32.12   (N) 092 45 31.38   (W)   HD_HELD1
 EJ0933* NAVD 88 ORTHO HEIGHT -   172.432 (meters)      565.72  (feet) ADJUSTED
 EJ0933  ______________________________________________________________________
 EJ0933  GEOID HEIGHT    -        -27.182 (meters)                     GEOID18
 EJ0933  DYNAMIC HEIGHT  -        172.266 (meters)      565.18  (feet) COMP
 EJ0933  MODELED GRAVITY -    979,666.2   (mgal)                       NAVD 88
 EJ0933
 EJ0933  VERT ORDER      -  SECOND    CLASS 0
 EJ0933
 EJ0933.The horizontal coordinates were determined by differentially corrected
 EJ0933.hand held GPS observations or other comparable positioning techniques
 EJ0933.and have an estimated accuracy of +/- 3 meters.
 EJ0933
 EJ0933.The orthometric height was determined by differential leveling and
 EJ0933.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0933.in June 1991.
 EJ0933
 EJ0933.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0933.GEOID18 height accuracy estimate available here.
 EJ0933
 EJ0933.Click photographs - Photos may exist for this station.
 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     -   626,775.6     330,495.3     MT  (+/- 3 meters HH1 GPS) 
 EJ0933
 EJ0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU2209540790(NAD 83)
 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
 EJ0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0933.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0933
 EJ0933_MARKER: DB = BENCH MARK DISK
 EJ0933_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0933_STAMPING: A 78 1935
 EJ0933_MARK LOGO: CGS
 EJ0933_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0933
 EJ0933  HISTORY     - Date     Condition        Report By
 EJ0933  HISTORY     - 1935     MONUMENTED       CGS
 EJ0933  HISTORY     - 1957     GOOD             CGS
 EJ0933  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ0933
 EJ0933                          STATION DESCRIPTION
 EJ0933
 EJ0933'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0664 ***********************************************************************
 EJ0664  DESIGNATION -  A 79
 EJ0664  PID         -  EJ0664
 EJ0664  STATE/COUNTY-  AR/HOT SPRING
 EJ0664  COUNTRY     -  US
 EJ0664  USGS QUAD   -  MALVERN SOUTH (2017)
 EJ0664
 EJ0664                         *CURRENT SURVEY CONTROL
 EJ0664  ______________________________________________________________________
 EJ0664* NAD 83(1986) POSITION- 34 21 56.1    (N) 092 48 50.4    (W)   HD_HELD2
 EJ0664* NAVD 88 ORTHO HEIGHT -    85.485 (meters)      280.46  (feet) ADJUSTED
 EJ0664  ______________________________________________________________________
 EJ0664  GEOID HEIGHT    -        -26.483 (meters)                     GEOID18
 EJ0664  DYNAMIC HEIGHT  -         85.403 (meters)      280.19  (feet) COMP
 EJ0664  MODELED GRAVITY -    979,669.3   (mgal)                       NAVD 88
 EJ0664
 EJ0664  VERT ORDER      -  FIRST     CLASS II
 EJ0664
 EJ0664.The horizontal coordinates were established by autonomous hand held GPS
 EJ0664.observations and have an estimated accuracy of +/- 10 meters.
 EJ0664
 EJ0664.The orthometric height was determined by differential leveling and
 EJ0664.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0664.in June 1991.
 EJ0664
 EJ0664.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0664.GEOID18 height accuracy estimate available here.
 EJ0664
 EJ0664.Click photographs - Photos may exist for this station.
 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.      325,128.      MT  (+/- 10 meters HH2 GPS)
 EJ0664
 EJ0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU1710202708(NAD 83)
 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
 EJ0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0664.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0664
 EJ0664_MARKER: DB = BENCH MARK DISK
 EJ0664_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 EJ0664_SP_SET: BRICK WALL
 EJ0664_STAMPING: A 79 1935
 EJ0664_MARK LOGO: CGS
 EJ0664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0664+STABILITY: SURFACE MOTION
 EJ0664_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EJ0664+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2016
 EJ0664
 EJ0664  HISTORY     - Date     Condition        Report By
 EJ0664  HISTORY     - 1935     MONUMENTED       CGS
 EJ0664  HISTORY     - 1935     GOOD             CGS
 EJ0664  HISTORY     - 1937     GOOD             ARGS
 EJ0664  HISTORY     - 19980425 GOOD             USPSQD
 EJ0664  HISTORY     - 20081219 GOOD             GEOCAC
 EJ0664  HISTORY     - 20160613 GOOD             ARHD
 EJ0664  HISTORY     - 20160615 GOOD             ARHD
 EJ0664
 EJ0664                          STATION DESCRIPTION
 EJ0664
 EJ0664'DESCRIBED BY COAST AND 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.
 EJ0664
 EJ0664                          STATION RECOVERY (2008)
 EJ0664
 EJ0664'RECOVERY NOTE BY GEOCACHING 2008 (LPC)
 EJ0664'RECOVERED IN GOOD CONDITION.
 EJ0664
 EJ0664                          STATION RECOVERY (2016)
 EJ0664
 EJ0664'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (BAB)
 EJ0664'RECOVERED AS DESCRIBED.
 EJ0664
 EJ0664                          STATION RECOVERY (2016)
 EJ0664
 EJ0664'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 EJ0664'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1298 ***********************************************************************
 FF1298  DESIGNATION -  A 8
 FF1298  PID         -  FF1298
 FF1298  STATE/COUNTY-  AR/WHITE
 FF1298  COUNTRY     -  US
 FF1298  USGS QUAD   -  PANGBURN (2017)
 FF1298
 FF1298                         *CURRENT SURVEY CONTROL
 FF1298  ______________________________________________________________________
 FF1298* NAD 83(1986) POSITION- 35 25 31.     (N) 091 50 26.     (W)   SCALED
 FF1298* NAVD 88 ORTHO HEIGHT -   102.099 (meters)      334.97  (feet) ADJUSTED
 FF1298  ______________________________________________________________________
 FF1298  GEOID HEIGHT    -        -27.423 (meters)                     GEOID18
 FF1298  DYNAMIC HEIGHT  -        102.008 (meters)      334.67  (feet) COMP
 FF1298  MODELED GRAVITY -    979,740.0   (mgal)                       NAVD 88
 FF1298
 FF1298  VERT ORDER      -  FIRST     CLASS II
 FF1298
 FF1298.The horizontal coordinates were scaled from a map and have
 FF1298.an estimated accuracy of +/- 6 seconds.
 FF1298
 FF1298.The orthometric height was determined by differential leveling and
 FF1298.adjusted by the NATIONAL GEODETIC SURVEY
 FF1298.in June 1991.
 FF1298
 FF1298.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1298.GEOID18 height accuracy estimate available here.
 FF1298
 FF1298.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV052208(NAD 83)
 FF1298
 FF1298                          SUPERSEDED SURVEY CONTROL
 FF1298
 FF1298  NGVD 29 (11/26/84)  102.034  (m)          334.76   (f) ADJUSTED    1 2
 FF1298
 FF1298.Superseded values are not recommended for survey control.
 FF1298
 FF1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1298.See file dsdata.pdf to determine how the superseded data were derived.
 FF1298
 FF1298_MARKER: DB = BENCH MARK DISK
 FF1298_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF1298_SP_SET: BRIDGE ABUTMENT
 FF1298_STAMPING: A 8 1931
 FF1298_MARK LOGO: CGS
 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 (GRF)
 FF1298'IN PANGBURN.  ABOUT 0.4 MILE SOUTH ALONG THE CHICAGO, BURLINGTON AND
 FF1298'QUINCY RAILROAD FROM THE STATION AT LODGE GRASS, CLEBURNE COUNTY, AT
 FF1298'STEEL-GIRDER BRIDGE 749.82, IN THE CONCRETE COPING AT THE WEST END OF
 FF1298'THE SOUTH ABUTMENT, AND ABOUT 6 FEET WEST OF THE CENTER LINE OF THE
 FF1298'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 = MARCH 20, 2026 22:17:28 EDT
 EJ0580 ***********************************************************************
 EJ0580  DESIGNATION -  A 80
 EJ0580  PID         -  EJ0580
 EJ0580  STATE/COUNTY-  AR/GRANT
 EJ0580  COUNTRY     -  US
 EJ0580  USGS QUAD   -  BELFAST (2017)
 EJ0580
 EJ0580                         *CURRENT SURVEY CONTROL
 EJ0580  ______________________________________________________________________
 EJ0580* NAD 83(1986) POSITION- 34 24 48.     (N) 092 27 33.     (W)   SCALED
 EJ0580* NAVD 88 ORTHO HEIGHT -    84.657 (meters)      277.75  (feet) ADJUSTED
 EJ0580  ______________________________________________________________________
 EJ0580  GEOID HEIGHT    -        -26.121 (meters)                     GEOID18
 EJ0580  DYNAMIC HEIGHT  -         84.577 (meters)      277.48  (feet) COMP
 EJ0580  MODELED GRAVITY -    979,688.0   (mgal)                       NAVD 88
 EJ0580
 EJ0580  VERT ORDER      -  SECOND    CLASS 0
 EJ0580
 EJ0580.The horizontal coordinates were scaled from a map and have
 EJ0580.an estimated accuracy of +/- 6 seconds.
 EJ0580
 EJ0580.The orthometric height was determined by differential leveling and
 EJ0580.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0580.in June 1991.
 EJ0580
 EJ0580.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0580.GEOID18 height accuracy estimate available here.
 EJ0580
 EJ0580.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU497081(NAD 83)
 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
 EJ0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0580.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0580
 EJ0580_MARKER: DB = BENCH MARK DISK
 EJ0580_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0580_STAMPING: A 80 1935
 EJ0580_MARK LOGO: CGS
 EJ0580_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0580
 EJ0580  HISTORY     - Date     Condition        Report By
 EJ0580  HISTORY     - 1935     MONUMENTED       CGS
 EJ0580  HISTORY     - 1935     GOOD             CGS
 EJ0580
 EJ0580                          STATION DESCRIPTION
 EJ0580
 EJ0580'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0702 ***********************************************************************
 EJ0702  DESIGNATION -  A 81
 EJ0702  PID         -  EJ0702
 EJ0702  STATE/COUNTY-  AR/GRANT
 EJ0702  COUNTRY     -  US
 EJ0702  USGS QUAD   -  POYEN (2017)
 EJ0702
 EJ0702                         *CURRENT SURVEY CONTROL
 EJ0702  ______________________________________________________________________
 EJ0702* NAD 83(2011) POSITION- 34 19 32.39448(N) 092 38 24.97088(W)   ADJUSTED
 EJ0702* NAD 83(2011) ELLIP HT-    44.116 (meters)        (02/13/24)   ADJUSTED
 EJ0702* NAD 83(2011) EPOCH   -  2010.00
 EJ0702* NAVD 88 ORTHO HEIGHT -    70.350 (meters)      230.81  (feet) ADJUSTED
 EJ0702  ______________________________________________________________________
 EJ0702  GEOID HEIGHT    -        -26.286 (meters)                     GEOID18
 EJ0702  NAD 83(2011) X  -   -242,901.654 (meters)                     COMP
 EJ0702  NAD 83(2011) Y  - -5,267,411.578 (meters)                     COMP
 EJ0702  NAD 83(2011) Z  -  3,576,362.448 (meters)                     COMP
 EJ0702  LAPLACE CORR    -          1.55  (seconds)                    DEFLEC18
 EJ0702  DYNAMIC HEIGHT  -         70.282 (meters)      230.58  (feet) COMP
 EJ0702  MODELED GRAVITY -    979,671.5   (mgal)                       NAVD 88
 EJ0702
 EJ0702  VERT ORDER      -  SECOND    CLASS 0
 EJ0702
 EJ0702  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 EJ0702  Standards:
 EJ0702         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 EJ0702            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 EJ0702  -------------------------------------------------------------------
 EJ0702  NETWORK    0.44   0.71           0.17   0.19   0.36      0.05333853
 EJ0702  -------------------------------------------------------------------
 EJ0702  Click here for local accuracies and other accuracy information.
 EJ0702
 EJ0702.The horizontal coordinates were established by GPS observations
 EJ0702.and adjusted by the ARKANSAS DEPT OF TRANS in February 2024.
 EJ0702
 EJ0702.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 EJ0702.been affixed to the stable North American tectonic plate. See 
 EJ0702.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 EJ0702
 EJ0702.The horizontal coordinates are valid at the epoch date displayed above
 EJ0702.which is a decimal equivalence of Year/Month/Day.
 EJ0702
 EJ0702.The orthometric height was determined by differential leveling and
 EJ0702.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0702.in June 1991.
 EJ0702
 EJ0702.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0702.GEOID18 height accuracy estimate available here.
 EJ0702
 EJ0702.Click photographs - Photos may exist for this station.
 EJ0702
 EJ0702.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EJ0702
 EJ0702.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ0702
 EJ0702.The ellipsoidal height was determined by GPS observations
 EJ0702.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 EJ0702
 EJ0702;                    North         East     Units Scale Factor Converg.
 EJ0702;SPC AR S     -   584,188.754   341,079.939   MT  0.99993134   -0 21 30.1
 EJ0702;SPC AR S     - 1,916,625.94  1,119,026.43   sFT  0.99993134   -0 21 30.1
 EJ0702;UTM  15      - 3,798,324.623   533,093.083   MT  0.99961350   +0 12 10.3
 EJ0702
 EJ0702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ0702!SPC AR S     -   0.99999307  x   0.99993134  =   0.99992442
 EJ0702!UTM  15      -   0.99999307  x   0.99961350  =   0.99960658
 EJ0702
 EJ0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT3309398324(NAD 83)
 EJ0702
 EJ0702                          SUPERSEDED SURVEY CONTROL
 EJ0702
 EJ0702  NAVD 88 (02/13/24)   70.4    (m)  GEOID18  model used  GPS OBS        
 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
 EJ0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0702.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0702
 EJ0702_MARKER: DB = BENCH MARK DISK
 EJ0702_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0702_STAMPING: A 81 1935
 EJ0702_MARK LOGO: CGS
 EJ0702_PROJECTION: FLUSH
 EJ0702_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0702_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EJ0702+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2023
 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  HISTORY     - 20170630 GOOD             ARHD
 EJ0702  HISTORY     - 20190710 GOOD             ARHD
 EJ0702  HISTORY     - 20231206 GOOD             ARHD
 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.
 EJ0702
 EJ0702                          STATION RECOVERY (2017)
 EJ0702
 EJ0702'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2017 (JDH)
 EJ0702'RECOVERED IN GOOD CONDITION.
 EJ0702
 EJ0702                          STATION RECOVERY (2019)
 EJ0702
 EJ0702'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2019 (MAR)
 EJ0702'24 FT (7.3 M) WEST OF THE NORTHWEST CORNER OF A NEW MOBILE HOME THAT
 EJ0702'IS SETTING WHERE THE RAILROAD TRACKS WERE.
 EJ0702
 EJ0702                          STATION RECOVERY (2023)
 EJ0702
 EJ0702'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2023 (JDH)
 EJ0702'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1015 ***********************************************************************
 EH1015  DESIGNATION -  A 82
 EH1015  PID         -  EH1015
 EH1015  STATE/COUNTY-  AR/LEE
 EH1015  COUNTRY     -  US
 EH1015  USGS QUAD   -  MARIANNA (2017)
 EH1015
 EH1015                         *CURRENT SURVEY CONTROL
 EH1015  ______________________________________________________________________
 EH1015* NAD 83(1986) POSITION- 34 47 38.     (N) 090 47 25.     (W)   SCALED
 EH1015* NAVD 88 ORTHO HEIGHT -    65.746 (meters)      215.70  (feet) ADJUSTED
 EH1015  ______________________________________________________________________
 EH1015  GEOID HEIGHT    -        -26.799 (meters)                     GEOID18
 EH1015  DYNAMIC HEIGHT  -         65.685 (meters)      215.50  (feet) COMP
 EH1015  MODELED GRAVITY -    979,710.2   (mgal)                       NAVD 88
 EH1015
 EH1015  VERT ORDER      -  SECOND    CLASS 0
 EH1015
 EH1015.The horizontal coordinates were scaled from a map and have
 EH1015.an estimated accuracy of +/- 6 seconds.
 EH1015
 EH1015.The orthometric height was determined by differential leveling and
 EH1015.adjusted by the NATIONAL GEODETIC SURVEY
 EH1015.in June 1991.
 EH1015
 EH1015.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1015.GEOID18 height accuracy estimate available here.
 EH1015
 EH1015.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU021524(NAD 83)
 EH1015
 EH1015                          SUPERSEDED SURVEY CONTROL
 EH1015
 EH1015  NGVD 29 (11/26/84)   65.751  (m)          215.72   (f) ADJUSTED    2 0
 EH1015
 EH1015.Superseded values are not recommended for survey control.
 EH1015
 EH1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1015.See file dsdata.pdf to determine how the superseded data were derived.
 EH1015
 EH1015_MARKER: DB = BENCH MARK DISK
 EH1015_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EH1015_STAMPING: A 82 1935
 EH1015_MARK LOGO: CGS
 EH1015_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1285 ***********************************************************************
 EH1285  DESIGNATION -  A 85
 EH1285  PID         -  EH1285
 EH1285  STATE/COUNTY-  AR/MONROE
 EH1285  COUNTRY     -  US
 EH1285  USGS QUAD   -  BRINKLEY (2017)
 EH1285
 EH1285                         *CURRENT SURVEY CONTROL
 EH1285  ______________________________________________________________________
 EH1285* NAD 83(1986) POSITION- 34 57 44.     (N) 091 11 33.     (W)   SCALED
 EH1285* NAVD 88 ORTHO HEIGHT -    59.221 (meters)      194.29  (feet) ADJUSTED
 EH1285  ______________________________________________________________________
 EH1285  GEOID HEIGHT    -        -26.940 (meters)                     GEOID18
 EH1285  DYNAMIC HEIGHT  -         59.167 (meters)      194.12  (feet) COMP
 EH1285  MODELED GRAVITY -    979,723.5   (mgal)                       NAVD 88
 EH1285
 EH1285  VERT ORDER      -  SECOND    CLASS 0
 EH1285
 EH1285.The horizontal coordinates were scaled from a map and have
 EH1285.an estimated accuracy of +/- 6 seconds.
 EH1285
 EH1285.The orthometric height was determined by differential leveling and
 EH1285.adjusted by the NATIONAL GEODETIC SURVEY
 EH1285.in June 1991.
 EH1285
 EH1285.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1285.GEOID18 height accuracy estimate available here.
 EH1285
 EH1285.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU650703(NAD 83)
 EH1285
 EH1285                          SUPERSEDED SURVEY CONTROL
 EH1285
 EH1285  NGVD 29 (11/26/84)   59.209  (m)          194.25   (f) ADJUSTED    2 0
 EH1285
 EH1285.Superseded values are not recommended for survey control.
 EH1285
 EH1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1285.See file dsdata.pdf to determine how the superseded data were derived.
 EH1285
 EH1285_MARKER: DB = BENCH MARK DISK
 EH1285_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EH1285_STAMPING: A 85 1935
 EH1285_MARK LOGO: CGS
 EH1285_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0594 ***********************************************************************
 FF0594  DESIGNATION -  A 86
 FF0594  PID         -  FF0594
 FF0594  STATE/COUNTY-  AR/CROSS
 FF0594  COUNTRY     -  US
 FF0594  USGS QUAD   -  PARKIN (2017)
 FF0594
 FF0594                         *CURRENT SURVEY CONTROL
 FF0594  ______________________________________________________________________
 FF0594* NAD 83(1986) POSITION- 35 16 00.     (N) 090 34 08.     (W)   SCALED
 FF0594* NAVD 88 ORTHO HEIGHT -    64.359 (meters)      211.15  (feet) POSTED
 FF0594  ______________________________________________________________________
 FF0594  GEOID HEIGHT    -        -27.307 (meters)                     GEOID18
 FF0594  DYNAMIC HEIGHT  -         64.30  (meters)      211.0   (feet) COMP
 FF0594  MODELED GRAVITY -    979,744.4   (mgal)                       NAVD 88
 FF0594
 FF0594  VERT ORDER      -  * POSTED, SEE BELOW
 FF0594
 FF0594.The horizontal coordinates were scaled from a 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
 FF0594.* This is a POSTED BENCH MARK height.
 FF0594
 FF0594.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0594.GEOID18 height accuracy estimate available here.
 FF0594
 FF0594.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV211053(NAD 83)
 FF0594
 FF0594                          SUPERSEDED SURVEY CONTROL
 FF0594
 FF0594  NGVD 29 (11/26/84)   64.348  (m)          211.12   (f) ADJUSTED    2 0
 FF0594
 FF0594.Superseded values are not recommended for survey control.
 FF0594
 FF0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0594.See file dsdata.pdf to determine how the superseded data were derived.
 FF0594
 FF0594_MARKER: DB = BENCH MARK DISK
 FF0594_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF0594_STAMPING: A 86 1935
 FF0594_MARK LOGO: CGS
 FF0594_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1393 ***********************************************************************
 FF1393  DESIGNATION -  A 87
 FF1393  PID         -  FF1393
 FF1393  STATE/COUNTY-  AR/WHITE
 FF1393  COUNTRY     -  US
 FF1393  USGS QUAD   -  JASMINE (2017)
 FF1393
 FF1393                         *CURRENT SURVEY CONTROL
 FF1393  ______________________________________________________________________
 FF1393* NAD 83(1986) POSITION- 35 04 54.     (N) 091 36 07.     (W)   SCALED
 FF1393* NAVD 88 ORTHO HEIGHT -    63.062 (meters)      206.90  (feet) ADJUSTED
 FF1393  ______________________________________________________________________
 FF1393  GEOID HEIGHT    -        -27.317 (meters)                     GEOID18
 FF1393  DYNAMIC HEIGHT  -         63.004 (meters)      206.71  (feet) COMP
 FF1393  MODELED GRAVITY -    979,718.6   (mgal)                       NAVD 88
 FF1393
 FF1393  VERT ORDER      -  FIRST     CLASS II
 FF1393
 FF1393.The horizontal coordinates were scaled from a map and have
 FF1393.an estimated accuracy of +/- 6 seconds.
 FF1393
 FF1393.The orthometric height was determined by differential leveling and
 FF1393.adjusted by the NATIONAL GEODETIC SURVEY
 FF1393.in June 1991.
 FF1393
 FF1393.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1393.GEOID18 height accuracy estimate available here.
 FF1393
 FF1393.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU274829(NAD 83)
 FF1393
 FF1393                          SUPERSEDED SURVEY CONTROL
 FF1393
 FF1393  NGVD 29 (11/26/84)   63.042  (m)          206.83   (f) ADJUSTED    1 2
 FF1393
 FF1393.Superseded values are not recommended for survey control.
 FF1393
 FF1393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1393.See file dsdata.pdf to determine how the superseded data were derived.
 FF1393
 FF1393_MARKER: DB = BENCH MARK DISK
 FF1393_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF1393_STAMPING: A 87 1935
 FF1393_MARK LOGO: CGS
 FF1393_PROJECTION: PROJECTING 9 CENTIMETERS
 FF1393_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EK0214 ***********************************************************************
 EK0214  DESIGNATION -  A 89
 EK0214  PID         -  EK0214
 EK0214  STATE/COUNTY-  AR/HOWARD
 EK0214  COUNTRY     -  US
 EK0214  USGS QUAD   -  UMPIRE (2017)
 EK0214
 EK0214                         *CURRENT SURVEY CONTROL
 EK0214  ______________________________________________________________________
 EK0214* NAD 83(1986) POSITION- 34 21 07.07   (N) 094 02 32.90   (W)   HD_HELD1
 EK0214* NAVD 88 ORTHO HEIGHT -   354.683 (meters)     1163.66  (feet) ADJUSTED
 EK0214  ______________________________________________________________________
 EK0214  GEOID HEIGHT    -        -28.413 (meters)                     GEOID18
 EK0214  DYNAMIC HEIGHT  -        354.315 (meters)     1162.45  (feet) COMP
 EK0214  MODELED GRAVITY -    979,588.6   (mgal)                       NAVD 88
 EK0214
 EK0214  VERT ORDER      -  SECOND    CLASS 0
 EK0214
 EK0214.The horizontal coordinates were determined by differentially corrected
 EK0214.hand held GPS observations or other comparable positioning techniques
 EK0214.and have an estimated accuracy of +/- 3 meters.
 EK0214
 EK0214.The orthometric height was determined by differential leveling and
 EK0214.adjusted by the NATIONAL GEODETIC SURVEY
 EK0214.in June 1991.
 EK0214
 EK0214.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0214.GEOID18 height accuracy estimate available here.
 EK0214
 EK0214.Click photographs - Photos may exist for this station.
 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     -   588,796.0     212,113.4     MT  (+/- 3 meters HH1 GPS) 
 EK0214
 EK0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU0412601674(NAD 83)
 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
 EK0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0214.See file dsdata.pdf to determine how the superseded data were derived.
 EK0214
 EK0214_MARKER: DB = BENCH MARK DISK
 EK0214_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EK0214_STAMPING: A 89 1935
 EK0214_MARK LOGO: CGS
 EK0214_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0214
 EK0214  HISTORY     - Date     Condition        Report By
 EK0214  HISTORY     - 1935     MONUMENTED       CGS
 EK0214  HISTORY     - 1961     GOOD             CGS
 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FF0951 ***********************************************************************
 FF0951  DESIGNATION -  A 9
 FF0951  PID         -  FF0951
 FF0951  STATE/COUNTY-  AR/JACKSON
 FF0951  COUNTRY     -  US
 FF0951  USGS QUAD   -  NEWPORT (2017)
 FF0951
 FF0951                         *CURRENT SURVEY CONTROL
 FF0951  ______________________________________________________________________
 FF0951* NAD 83(1986) POSITION- 35 35 14.     (N) 091 19 15.     (W)   SCALED
 FF0951* NAVD 88 ORTHO HEIGHT -    69.694 (meters)      228.65  (feet) ADJUSTED
 FF0951  ______________________________________________________________________
 FF0951  GEOID HEIGHT    -        -27.468 (meters)                     GEOID18
 FF0951  DYNAMIC HEIGHT  -         69.634 (meters)      228.46  (feet) COMP
 FF0951  MODELED GRAVITY -    979,773.3   (mgal)                       NAVD 88
 FF0951
 FF0951  VERT ORDER      -  FIRST     CLASS II
 FF0951
 FF0951.The horizontal coordinates were scaled from a map and have
 FF0951.an estimated accuracy of +/- 6 seconds.
 FF0951
 FF0951.The orthometric height was determined by differential leveling and
 FF0951.adjusted by the NATIONAL GEODETIC SURVEY
 FF0951.in June 1991.
 FF0951
 FF0951.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0951.GEOID18 height accuracy estimate available here.
 FF0951
 FF0951.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV521394(NAD 83)
 FF0951
 FF0951                          SUPERSEDED SURVEY CONTROL
 FF0951
 FF0951  NGVD 29 (11/26/84)   69.632  (m)          228.45   (f) ADJUSTED    1 2
 FF0951
 FF0951.Superseded values are not recommended for survey control.
 FF0951
 FF0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0951.See file dsdata.pdf to determine how the superseded data were derived.
 FF0951
 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_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 DL0157 ***********************************************************************
 DL0157  DESIGNATION -  A 92
 DL0157  PID         -  DL0157
 DL0157  STATE/COUNTY-  AR/BRADLEY
 DL0157  COUNTRY     -  US
 DL0157  USGS QUAD   -  HERMITAGE (2017)
 DL0157
 DL0157                         *CURRENT SURVEY CONTROL
 DL0157  ______________________________________________________________________
 DL0157* NAD 83(1986) POSITION- 33 26 38.     (N) 092 10 45.     (W)   SCALED
 DL0157* NAVD 88 ORTHO HEIGHT -    42.806 (meters)      140.44  (feet) ADJUSTED
 DL0157  ______________________________________________________________________
 DL0157  GEOID HEIGHT    -        -26.000 (meters)                     GEOID18
 DL0157  DYNAMIC HEIGHT  -         42.761 (meters)      140.29  (feet) COMP
 DL0157  MODELED GRAVITY -    979,592.3   (mgal)                       NAVD 88
 DL0157
 DL0157  VERT ORDER      -  SECOND    CLASS 0
 DL0157
 DL0157.The horizontal coordinates were scaled from a map and have
 DL0157.an estimated accuracy of +/- 6 seconds.
 DL0157
 DL0157.The orthometric height was determined by differential leveling and
 DL0157.adjusted by the NATIONAL GEODETIC SURVEY
 DL0157.in June 1991.
 DL0157
 DL0157.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0157.GEOID18 height accuracy estimate available here.
 DL0157
 DL0157.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT762007(NAD 83)
 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
 DL0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0157.See file dsdata.pdf to determine how the superseded data were derived.
 DL0157
 DL0157_MARKER: DB = BENCH MARK DISK
 DL0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0157_STAMPING: A 92 1935
 DL0157_MARK LOGO: CGS
 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             CGS
 DL0157  HISTORY     - 20060106 GOOD             ARHD
 DL0157  HISTORY     - 20130619 MARK NOT FOUND   ARHD
 DL0157
 DL0157                          STATION DESCRIPTION
 DL0157
 DL0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 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 COAST AND GEODETIC SURVEY 1964
 DL0157'RECOVERED IN GOOD CONDITION.
 DL0157
 DL0157                          STATION RECOVERY (2006)
 DL0157
 DL0157'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2006 (VJB)
 DL0157'RECOVERED IN GOOD CONDITION.
 DL0157
 DL0157                          STATION RECOVERY (2013)
 DL0157
 DL0157'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (KBC)
 DL0157'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1266 ***********************************************************************
 FG1266  DESIGNATION -  A 93
 FG1266  PID         -  FG1266
 FG1266  STATE/COUNTY-  AR/JOHNSON
 FG1266  COUNTRY     -  US
 FG1266  USGS QUAD   -  HUNT (2017)
 FG1266
 FG1266                         *CURRENT SURVEY CONTROL
 FG1266  ______________________________________________________________________
 FG1266* NAD 83(1986) POSITION- 35 30 38.     (N) 093 39 22.     (W)   SCALED
 FG1266* NAVD 88 ORTHO HEIGHT -   148.557 (meters)      487.39  (feet) ADJUSTED
 FG1266  ______________________________________________________________________
 FG1266  GEOID HEIGHT    -        -29.074 (meters)                     GEOID18
 FG1266  DYNAMIC HEIGHT  -        148.419 (meters)      486.94  (feet) COMP
 FG1266  MODELED GRAVITY -    979,705.9   (mgal)                       NAVD 88
 FG1266
 FG1266  VERT ORDER      -  SECOND    CLASS 0
 FG1266
 FG1266.The horizontal coordinates were scaled from a map and have
 FG1266.an estimated accuracy of +/- 6 seconds.
 FG1266
 FG1266.The orthometric height was determined by differential leveling and
 FG1266.adjusted by the NATIONAL GEODETIC SURVEY
 FG1266.in June 1991.
 FG1266
 FG1266.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1266.GEOID18 height accuracy estimate available here.
 FG1266
 FG1266.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV405298(NAD 83)
 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
 FG1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1266.See file dsdata.pdf to determine how the superseded data were derived.
 FG1266
 FG1266_MARKER: DB = BENCH MARK DISK
 FG1266_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG1266_STAMPING: A 93 1935
 FG1266_MARK LOGO: CGS
 FG1266_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG1266
 FG1266  HISTORY     - Date     Condition        Report By
 FG1266  HISTORY     - 1935     MONUMENTED       CGS
 FG1266  HISTORY     - 1959     MARK NOT FOUND   CGS
 FG1266
 FG1266                          STATION DESCRIPTION
 FG1266
 FG1266'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG1400 ***********************************************************************
 FG1400  DESIGNATION -  A 94
 FG1400  PID         -  FG1400
 FG1400  STATE/COUNTY-  AR/FRANKLIN
 FG1400  COUNTRY     -  US
 FG1400  USGS QUAD   -  WATALULA (2017)
 FG1400
 FG1400                         *CURRENT SURVEY CONTROL
 FG1400  ______________________________________________________________________
 FG1400* NAD 83(1986) POSITION- 35 30 25.     (N) 093 48 50.     (W)   SCALED
 FG1400* NAVD 88 ORTHO HEIGHT -   146.792 (meters)      481.60  (feet) ADJUSTED
 FG1400  ______________________________________________________________________
 FG1400  GEOID HEIGHT    -        -29.145 (meters)                     GEOID18
 FG1400  DYNAMIC HEIGHT  -        146.657 (meters)      481.16  (feet) COMP
 FG1400  MODELED GRAVITY -    979,711.1   (mgal)                       NAVD 88
 FG1400
 FG1400  VERT ORDER      -  SECOND    CLASS 0
 FG1400
 FG1400.The horizontal coordinates were scaled from a map and have
 FG1400.an estimated accuracy of +/- 6 seconds.
 FG1400
 FG1400.The orthometric height was determined by differential leveling and
 FG1400.adjusted by the NATIONAL GEODETIC SURVEY
 FG1400.in June 1991.
 FG1400
 FG1400.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1400.GEOID18 height accuracy estimate available here.
 FG1400
 FG1400.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV261295(NAD 83)
 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
 FG1400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1400.See file dsdata.pdf to determine how the superseded data were derived.
 FG1400
 FG1400_MARKER: DB = BENCH MARK DISK
 FG1400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1400_STAMPING: A 94 1935
 FG1400_MARK LOGO: CGS
 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             CGS
 FG1400  HISTORY     - 1972     MARK NOT FOUND   NGS
 FG1400
 FG1400                          STATION DESCRIPTION
 FG1400
 FG1400'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG1481 ***********************************************************************
 FG1481  DESIGNATION -  A 95
 FG1481  PID         -  FG1481
 FG1481  STATE/COUNTY-  AR/JOHNSON
 FG1481  COUNTRY     -  US
 FG1481  USGS QUAD   -  HUNT (2017)
 FG1481
 FG1481                         *CURRENT SURVEY CONTROL
 FG1481  ______________________________________________________________________
 FG1481* NAD 83(1986) POSITION- 35 34 09.     (N) 093 38 49.     (W)   SCALED
 FG1481* NAVD 88 ORTHO HEIGHT -   245.144 (meters)      804.28  (feet) ADJUSTED
 FG1481  ______________________________________________________________________
 FG1481  GEOID HEIGHT    -        -28.787 (meters)                     GEOID18
 FG1481  DYNAMIC HEIGHT  -        244.910 (meters)      803.51  (feet) COMP
 FG1481  MODELED GRAVITY -    979,674.1   (mgal)                       NAVD 88
 FG1481
 FG1481  VERT ORDER      -  SECOND    CLASS 0
 FG1481
 FG1481.The horizontal coordinates were scaled from a map and have
 FG1481.an estimated accuracy of +/- 6 seconds.
 FG1481
 FG1481.The orthometric height was determined by differential leveling and
 FG1481.adjusted by the NATIONAL GEODETIC SURVEY
 FG1481.in June 1991.
 FG1481
 FG1481.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1481.GEOID18 height accuracy estimate available here.
 FG1481
 FG1481.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV413363(NAD 83)
 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
 FG1481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1481.See file dsdata.pdf to determine how the superseded data were derived.
 FG1481
 FG1481_MARKER: DB = BENCH MARK DISK
 FG1481_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG1481_STAMPING: A 95 1935
 FG1481_MARK LOGO: CGS
 FG1481_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0653 ***********************************************************************
 EJ0653  DESIGNATION -  A 97
 EJ0653  PID         -  EJ0653
 EJ0653  STATE/COUNTY-  AR/GRANT
 EJ0653  COUNTRY     -  US
 EJ0653  USGS QUAD   -  REDFIELD (2017)
 EJ0653
 EJ0653                         *CURRENT SURVEY CONTROL
 EJ0653  ______________________________________________________________________
 EJ0653* NAD 83(1986) POSITION- 34 22 37.4    (N) 092 14 15.2    (W)   HD_HELD2
 EJ0653* NAVD 88 ORTHO HEIGHT -    84.525 (meters)      277.31  (feet) ADJUSTED
 EJ0653  ______________________________________________________________________
 EJ0653  GEOID HEIGHT    -        -26.036 (meters)                     GEOID18
 EJ0653  DYNAMIC HEIGHT  -         84.445 (meters)      277.05  (feet) COMP
 EJ0653  MODELED GRAVITY -    979,680.6   (mgal)                       NAVD 88
 EJ0653
 EJ0653  VERT ORDER      -  SECOND    CLASS 0
 EJ0653
 EJ0653.The horizontal coordinates were established by autonomous hand held GPS
 EJ0653.observations and have an estimated accuracy of +/- 10 meters.
 EJ0653
 EJ0653.The orthometric height was determined by differential leveling and
 EJ0653.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0653.in June 1991.
 EJ0653
 EJ0653.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0653.GEOID18 height accuracy estimate available here.
 EJ0653
 EJ0653.Click photographs - Photos may exist for this station.
 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     -   589,730.      378,152.      MT  (+/- 10 meters HH2 GPS)
 EJ0653
 EJ0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7009804227(NAD 83)
 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
 EJ0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0653.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0653
 EJ0653_MARKER: DB = BENCH MARK DISK
 EJ0653_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0653_STAMPING: A 97 1935
 EJ0653_MARK LOGO: CGS
 EJ0653_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0895 ***********************************************************************
 EJ0895  DESIGNATION -  A 98
 EJ0895  PID         -  EJ0895
 EJ0895  STATE/COUNTY-  AR/SALINE
 EJ0895  COUNTRY     -  US
 EJ0895  USGS QUAD   -  LAKE NORRELL (2017)
 EJ0895
 EJ0895                         *CURRENT SURVEY CONTROL
 EJ0895  ______________________________________________________________________
 EJ0895* NAD 83(1986) POSITION- 34 41 30.     (N) 092 38 15.     (W)   SCALED
 EJ0895* NAVD 88 ORTHO HEIGHT -   106.646 (meters)      349.89  (feet) ADJUSTED
 EJ0895  ______________________________________________________________________
 EJ0895  GEOID HEIGHT    -        -26.895 (meters)                     GEOID18
 EJ0895  DYNAMIC HEIGHT  -        106.544 (meters)      349.55  (feet) COMP
 EJ0895  MODELED GRAVITY -    979,683.1   (mgal)                       NAVD 88
 EJ0895
 EJ0895  VERT ORDER      -  SECOND    CLASS 0
 EJ0895
 EJ0895.The horizontal coordinates were scaled from a map and have
 EJ0895.an estimated accuracy of +/- 6 seconds.
 EJ0895
 EJ0895.The orthometric height was determined by differential leveling and
 EJ0895.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0895.in June 1991.
 EJ0895
 EJ0895.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0895.GEOID18 height accuracy estimate available here.
 EJ0895
 EJ0895.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU332389(NAD 83)
 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
 EJ0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0895.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0895
 EJ0895_MARKER: DB = BENCH MARK DISK
 EJ0895_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0895_STAMPING: A 98 1935
 EJ0895_MARK LOGO: CGS
 EJ0895_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 DP8080 ***********************************************************************
 DP8080  DESIGNATION -  A CARTER
 DP8080  PID         -  DP8080
 DP8080  STATE/COUNTY-  AR/SEBASTIAN
 DP8080  COUNTRY     -  US
 DP8080  USGS QUAD   -  BARLING (2017)
 DP8080
 DP8080                         *CURRENT SURVEY CONTROL
 DP8080  ______________________________________________________________________
 DP8080* NAD 83(1986) POSITION- 35 19 12.3    (N) 094 17 23.6    (W)   HD_HELD2
 DP8080* NAVD 88 ORTHO HEIGHT -   126.452 (meters)      414.87  (feet) ADJUSTED
 DP8080  ______________________________________________________________________
 DP8080  GEOID HEIGHT    -        -30.201 (meters)                     GEOID18
 DP8080  DYNAMIC HEIGHT  -        126.333 (meters)      414.48  (feet) COMP
 DP8080  MODELED GRAVITY -    979,686.0   (mgal)                       NAVD 88
 DP8080
 DP8080  VERT ORDER      -  FIRST     CLASS II
 DP8080
 DP8080.The horizontal coordinates were established by autonomous hand held GPS
 DP8080.observations and have an estimated accuracy of +/- 10 meters.
 DP8080
 DP8080.The orthometric height was determined by differential leveling and
 DP8080.adjusted by the NATIONAL GEODETIC SURVEY
 DP8080.in September 2024.
 DP8080
 DP8080.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8080.GEOID18 height accuracy estimate available here.
 DP8080
 DP8080.Click photographs - Photos may exist for this station.
 DP8080
 DP8080.The dynamic height is computed by dividing the NAVD 88
 DP8080.geopotential number by the normal gravity value computed on the
 DP8080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8080.degrees latitude (g = 980.6199 gals.).
 DP8080
 DP8080.The modeled gravity was interpolated from observed gravity values.
 DP8080
 DP8080;                    North         East    Units  Estimated Accuracy
 DP8080;SPC AR N     -   111,892.      191,807.      MT  (+/- 10 meters HH2 GPS)
 DP8080
 DP8080_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV8275209303(NAD 83)
 DP8080
 DP8080                          SUPERSEDED SURVEY CONTROL
 DP8080
 DP8080  NAVD 88 (11/24/15)  126.454  (m)          414.87   (f) SUPERSEDED  1 2
 DP8080
 DP8080.Superseded values are not recommended for survey control.
 DP8080
 DP8080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP8080.See file dsdata.pdf to determine how the superseded data were derived.
 DP8080
 DP8080_MARKER: DB = BENCH MARK DISK
 DP8080_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DP8080_SP_SET: BRIDGE PARAPET WALL
 DP8080_STAMPING: A CARTER 2015
 DP8080_MARK LOGO: ARHD
 DP8080_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP8080_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8080_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8080+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2024
 DP8080
 DP8080  HISTORY     - Date     Condition        Report By
 DP8080  HISTORY     - 20150128 MONUMENTED       ARHD
 DP8080  HISTORY     - 20240320 GOOD             ARHD
 DP8080
 DP8080                          STATION DESCRIPTION
 DP8080
 DP8080'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 DP8080'THE STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) WEST OF LAVACA, 6.3 MI
 DP8080'(10.1 KM) EAST OF SOUTH FORT SMITH AND 0.8 MI (1.3 KM) EAST-SOUTHEAST
 DP8080'OF BARLING.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DP8080'
 DP8080'TO REACH FROM THE INTERSECTION OF US I-49 AND STATE HIGHWAY 22, GO
 DP8080'EAST ON HIGHWAY 22 FOR 0.2 MI (0.3 KM) TO THE STATION ON THE RIGHT IN
 DP8080'THE SOUTHWEST CORNER OF THE BRIDGE PARAPET WALL.
 DP8080'
 DP8080'IT IS 40 FT (12.2 M) SOUTH OF HIGHWAY 22 CENTERLINE AND 1 FT (0.3 M)
 DP8080'EAST OF A GUARD RAIL.
 DP8080
 DP8080                          STATION RECOVERY (2024)
 DP8080
 DP8080'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (JH)
 DP8080'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DP6882 ***********************************************************************
 DP6882  DESIGNATION -  A RVRX
 DP6882  PID         -  DP6882
 DP6882  STATE/COUNTY-  AR/INDEPENDENCE
 DP6882  COUNTRY     -  US
 DP6882  USGS QUAD   -  BATESVILLE (2017)
 DP6882
 DP6882                         *CURRENT SURVEY CONTROL
 DP6882  ______________________________________________________________________
 DP6882* NAD 83(1986) POSITION- 35 45 28.6    (N) 091 38 22.6    (W)   HD_HELD2
 DP6882* NAVD 88 ORTHO HEIGHT -    80.376 (meters)      263.70  (feet) ADJUSTED
 DP6882  ______________________________________________________________________
 DP6882  GEOID HEIGHT    -        -27.578 (meters)                     GEOID18
 DP6882  DYNAMIC HEIGHT  -         80.307 (meters)      263.47  (feet) COMP
 DP6882  MODELED GRAVITY -    979,771.9   (mgal)                       NAVD 88
 DP6882
 DP6882  VERT ORDER      -  SECOND    CLASS I
 DP6882
 DP6882.The horizontal coordinates were established by autonomous hand held GPS
 DP6882.observations and have an estimated accuracy of +/- 10 meters.
 DP6882
 DP6882.The orthometric height was determined by differential leveling and
 DP6882.adjusted by the NATIONAL GEODETIC SURVEY
 DP6882.in October 2015.
 DP6882
 DP6882.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6882.GEOID18 height accuracy estimate available here.
 DP6882
 DP6882.Click photographs - Photos may exist for this station.
 DP6882
 DP6882.The dynamic height is computed by dividing the NAVD 88
 DP6882.geopotential number by the normal gravity value computed on the
 DP6882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6882.degrees latitude (g = 980.6199 gals.).
 DP6882
 DP6882.The modeled gravity was interpolated from observed gravity values.
 DP6882
 DP6882;                    North         East    Units  Estimated Accuracy
 DP6882;SPC AR N     -   158,109.      432,591.      MT  (+/- 10 meters HH2 GPS)
 DP6882
 DP6882_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV2298557954(NAD 83)
 DP6882
 DP6882                          SUPERSEDED SURVEY CONTROL
 DP6882
 DP6882.No superseded survey control is available for this station.
 DP6882
 DP6882_MARKER: X = CHISELED CROSS
 DP6882_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DP6882_SP_SET: MANHOLE RIM
 DP6882_STAMPING: A RVRX 2012
 DP6882_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP6882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP6882+STABILITY: SURFACE MOTION
 DP6882_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP6882+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2012
 DP6882
 DP6882  HISTORY     - Date     Condition        Report By
 DP6882  HISTORY     - 20120605 MONUMENTED       ARHD
 DP6882
 DP6882                          STATION DESCRIPTION
 DP6882
 DP6882'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (JDH)
 DP6882'THE STATION IS LOCATED ABOUT 9.0 KM (5.6 MI) NORTHEAST OF JAMESTOWN,
 DP6882'8.4 KM (5.2 MI) NORTH-NORTHWEST OF SALADO AND 1.3 KM (0.8 MI) SOUTH OF
 DP6882'BATESVILLE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DP6882'
 DP6882'TO REACH FROM THE INTERSECTION OF US HIGHWAY 167 AND STATE HIGHWAY 69,
 DP6882'GO SOUTH ON HIGHWAY 167 FOR 0.9 MI (1.4 KM) THEN TURN LEFT AND GO FOR
 DP6882'0.2 MI (0.3 KM) NORTH ON A PAVED ROAD LEADING TO THE PARK TO THE
 DP6882'STATION ON THE LEFT.
 DP6882'
 DP6882'IT IS 40 FT (12.2 M) NORTH OF THE SOUTH EAST CORNER OF SIDEWALK, 17.5
 DP6882'FT (5.3 M) EAST OF THE BACK OF CURB, 12 FT (3.7 M) SOUTHEAST OF A
 DP6882'LIGHT POLE WITH GUY AND 0.5 FT (15 CM) SOUTHEAST OF THE SOUTH EAST
 DP6882'CORNER OF A 4X4 CONCRETE.
 DP6882'
 DP6882'NOTE-THE DATUM POINT IS STAMPED ON TOP OF A 0.4 FT (12 CM) METAL ANGLE
 DP6882'IRON.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DS1743 ***********************************************************************
 DS1743  HT_MOD      -  This is a Height Modernization Survey Station.
 DS1743  DESIGNATION -  A WAITS
 DS1743  PID         -  DS1743
 DS1743  STATE/COUNTY-  AR/ASHLEY
 DS1743  COUNTRY     -  US
 DS1743  USGS QUAD   -  MIST (2017)
 DS1743
 DS1743                         *CURRENT SURVEY CONTROL
 DS1743  ______________________________________________________________________
 DS1743* NAD 83(2011) POSITION- 33 15 37.38328(N) 091 43 27.04186(W)   ADJUSTED
 DS1743* NAD 83(2011) ELLIP HT-    27.680 (meters)        (04/30/24)   ADJUSTED
 DS1743* NAD 83(2011) EPOCH   -  2010.00
 DS1743* NAVD 88 ORTHO HEIGHT -    53.44  (meters)      175.3   (feet) GPS OBS
 DS1743  ______________________________________________________________________
 DS1743  GEOID HEIGHT    -        -25.781 (meters)                     GEOID18
 DS1743  NAD 83(2011) X  -   -160,631.495 (meters)                     COMP
 DS1743  NAD 83(2011) Y  - -5,336,297.570 (meters)                     COMP
 DS1743  NAD 83(2011) Z  -  3,478,157.444 (meters)                     COMP
 DS1743  LAPLACE CORR    -         -0.51  (seconds)                    DEFLEC18
 DS1743
 DS1743  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS1743  Standards:
 DS1743         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS1743            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS1743  -------------------------------------------------------------------
 DS1743  NETWORK    0.89   1.84           0.38   0.35   0.94     -0.10179240
 DS1743  -------------------------------------------------------------------
 DS1743  Click here for local accuracies and other accuracy information.
 DS1743
 DS1743.The horizontal coordinates were established by GPS observations
 DS1743.and adjusted by the ARKANSAS DEPT OF TRANS in April 2024.
 DS1743
 DS1743.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS1743.been affixed to the stable North American tectonic plate. See 
 DS1743.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS1743
 DS1743.The horizontal coordinates are valid at the epoch date displayed above
 DS1743.which is a decimal equivalence of Year/Month/Day.
 DS1743
 DS1743.The orthometric height was determined by GPS observations and a
 DS1743.high-resolution geoid model using precise GPS observation and
 DS1743.processing techniques.
 DS1743
 DS1743.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS1743.GEOID18 height accuracy estimate available here.
 DS1743
 DS1743.Click photographs - Photos may exist for this station.
 DS1743
 DS1743.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS1743
 DS1743.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS1743
 DS1743.The ellipsoidal height was determined by GPS observations
 DS1743.and is referenced to NAD 83.
 DS1743
 DS1743. The following values were computed from the NAD 83(2011) position.
 DS1743
 DS1743;                    North         East     Units Scale Factor Converg.
 DS1743;SPC AR S     -   465,886.488   425,700.645   MT  1.00000902   +0 09 15.7
 DS1743;SPC AR S     - 1,528,495.92  1,396,652.87   sFT  1.00000902   +0 09 15.7
 DS1743;UTM  15      - 3,680,879.469   618,834.582   MT  0.99977411   +0 41 59.3
 DS1743
 DS1743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1743!SPC AR S     -   0.99999565  x   1.00000902  =   1.00000467
 DS1743!UTM  15      -   0.99999565  x   0.99977411  =   0.99976977
 DS1743
 DS1743_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS1883480879(NAD 83)
 DS1743
 DS1743                          SUPERSEDED SURVEY CONTROL
 DS1743
 DS1743.No superseded survey control is available for this station.
 DS1743
 DS1743_MARKER: F = FLANGE-ENCASED ROD
 DS1743_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DS1743_STAMPING: A WAITS 2022
 DS1743_MARK LOGO: ARHD
 DS1743_PROJECTION: FLUSH
 DS1743_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DS1743_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS1743_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS1743+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2022
 DS1743_ROD/PIPE-DEPTH: 24.1 meters
 DS1743
 DS1743  HISTORY     - Date     Condition        Report By
 DS1743  HISTORY     - 20220914 MONUMENTED       ARHD
 DS1743
 DS1743                          STATION DESCRIPTION
 DS1743
 DS1743'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2022 (JDH)
 DS1743'THE MARK IS LOCATED ABOUT 6.4 MI (10.3 KM) WEST-SOUTHWEST OF SNYDER,
 DS1743'4.8 MI (7.7 KM) EAST-NORTHEAST OF HAMBURG AND 2.1 MI (3.4 KM)
 DS1743'WEST-SOUTHWEST OF MIST.OWNERSHIP--ROAD RIGHT-OF-WAY.
 DS1743'
 DS1743'TO REACH FROM THE INTERSECTION OF US HIGHWAY 82 AND US HIGHWAY 425,
 DS1743'HEAD EAST ALONG HIGHWAY 82 FOR 4.80 MI (7.72 KM) TO THE STATION ON THE
 DS1743'LEFT.
 DS1743'
 DS1743'IT IS 33 FT (10.1 M) WEST OF THE CONTY ROAD Y, 23 FT (7.0 M) SOUTH OF
 DS1743'COUNTY ROAD 68 CENTERLINE, 4 FT (1.2 M) EAST OF A FENCE CORNER, 3 FT
 DS1743'(0.9 M) NORTH OF A WITNESS POST AND FENCE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO7493 ***********************************************************************
 DO7493  DESIGNATION -  AARON KING
 DO7493  PID         -  DO7493
 DO7493  STATE/COUNTY-  AR/PULASKI
 DO7493  COUNTRY     -  US
 DO7493  USGS QUAD   -  NORTH LITTLE ROCK (2017)
 DO7493
 DO7493                         *CURRENT SURVEY CONTROL
 DO7493  ______________________________________________________________________
 DO7493* NAD 83(1986) POSITION- 34 47 49.86   (N) 092 21 23.96   (W)   HD_HELD1
 DO7493* NAVD 88 ORTHO HEIGHT -    76.699 (meters)      251.64  (feet) ADJUSTED
 DO7493  ______________________________________________________________________
 DO7493  GEOID HEIGHT    -        -26.851 (meters)                     GEOID18
 DO7493  DYNAMIC HEIGHT  -         76.628 (meters)      251.40  (feet) COMP
 DO7493  MODELED GRAVITY -    979,704.8   (mgal)                       NAVD 88
 DO7493
 DO7493  VERT ORDER      -  FIRST     CLASS II
 DO7493
 DO7493.The horizontal coordinates were determined by differentially corrected
 DO7493.hand held GPS observations or other comparable positioning techniques
 DO7493.and have an estimated accuracy of +/- 3 meters.
 DO7493
 DO7493.The orthometric height was determined by differential leveling and
 DO7493.adjusted by the NATIONAL GEODETIC SURVEY
 DO7493.in April 2014.
 DO7493
 DO7493.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7493.GEOID18 height accuracy estimate available here.
 DO7493
 DO7493.Click photographs - Photos may exist for this station.
 DO7493
 DO7493.The dynamic height is computed by dividing the NAVD 88
 DO7493.geopotential number by the normal gravity value computed on the
 DO7493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7493.degrees latitude (g = 980.6199 gals.).
 DO7493
 DO7493.The modeled gravity was interpolated from observed gravity values.
 DO7493
 DO7493;                    North         East    Units  Estimated Accuracy
 DO7493;SPC AR S     -   636,366.2     367,361.3     MT  (+/- 3 meters HH1 GPS) 
 DO7493
 DO7493_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5885150740(NAD 83)
 DO7493
 DO7493                          SUPERSEDED SURVEY CONTROL
 DO7493
 DO7493.No superseded survey control is available for this station.
 DO7493
 DO7493_MARKER: DB = BENCH MARK DISK
 DO7493_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DO7493_SP_SET: SET IN A MASSIVE RETAINING WALL
 DO7493_STAMPING: ARRON KING 2012
 DO7493_MARK LOGO: USACE
 DO7493_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO7493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7493_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7493+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2019
 DO7493
 DO7493  HISTORY     - Date     Condition        Report By
 DO7493  HISTORY     - 20120718 MONUMENTED       ARHD
 DO7493  HISTORY     - 20140527 GOOD             USACEL
 DO7493  HISTORY     - 20190801 GOOD             NGS
 DO7493
 DO7493                          STATION DESCRIPTION
 DO7493
 DO7493'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (SNP)
 DO7493'THE STATION IS LOCATED ABOUT 13.2 KM (8.2 MI) EAST-SOUTHEAST OF
 DO7493'PINNACLE, 8.8 KM (5.5 MI) WEST-NORTHWEST OF NORTH LITTLE ROCK AND 8.3
 DO7493'KM (5.2 MI) NORTHWEST OF LITTLE ROCK.
 DO7493'
 DO7493'TO REACH FROM THE INTERSECTION OF HIGHWAY 100 AND NORTH SHORE, GO
 DO7493'SOUTH ON NORTH SHORE FOR.06 MI THEN TURN RIGHT ON COOKS LANDING ROAD
 DO7493'AND GO 1 MI (1.6 KM) TO THE STATION ON THE RIGHT.
 DO7493'
 DO7493'IT IS 82 FT (25.0 M) NORTH OF THE NORTH END OF THE GUARD RAIL, 54.5 FT
 DO7493'(16.6 M) WEST OF THE CENTERLINE OF COOKS LANDING ROAD AND 26 FT (7.9
 DO7493'M) EAST OF OF THE WATER, THE STATION IS IN A CONCRETE WALL UNDER
 DO7493'GROUND.
 DO7493
 DO7493                          STATION RECOVERY (2014)
 DO7493
 DO7493'RECOVERY NOTE BY USACE LITTLE ROCK 2014 (SCC)
 DO7493'FOUND AS DESCRIBED WITH THE FOLLOWING CHANGES.  THE CAP IS SET IN THE
 DO7493'CENTER OF THE CONCRETE OVERFLOW STRUCTURE FOR THE MURRAY LOCK AND DAM.
 DO7493'THIS IS A CONCRETE STRUCTURE THAT IS 4 FEET WIDE AND 6 FEET THICK THAT
 DO7493'IS REINFORCED WITH 7/8 INCH REBAR ON 12 INCH CENTERS.
 DO7493'THE STRUCTURE RUNS FROM THE LOCK AND DAM ON THE SOUTH THROUGH THE
 DO7493'HYDROELECTRIC PLANT, TO NATURAL GROUND ON THE NORTH.  WHEN THE HYDRO
 DO7493'ELECTRIC PLANT WAS CONSTRUCTED, A NEW SECTION OF THE WALL WAS
 DO7493'CONSTRUCTED WITH THE NEW CONCRETE BEING DOWLED INTO THE EXISTING WALL.
 DO7493'THE POWER PLANT IS TIED INTO BEDROCK.  IT HAS BEEN REPORTED THAT THE
 DO7493'LOCK AND DAM IS ALSO TIED INTO BEDROCK.
 DO7493'IT IS EXPECTED THAT THIS MARK WILL HOLD POSITION WELL.
 DO7493
 DO7493                          STATION RECOVERY (2019)
 DO7493
 DO7493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2019 (BW)
 DO7493'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0310 ***********************************************************************
 DL0310  DESIGNATION -  AB
 DL0310  PID         -  DL0310
 DL0310  STATE/COUNTY-  AR/OUACHITA
 DL0310  COUNTRY     -  US
 DL0310  USGS QUAD   -  CAMDEN SW (2017)
 DL0310
 DL0310                         *CURRENT SURVEY CONTROL
 DL0310  ______________________________________________________________________
 DL0310* NAD 83(1986) POSITION- 33 37 05.     (N) 092 53 05.     (W)   SCALED
 DL0310* NAVD 88 ORTHO HEIGHT -    34.179 (meters)      112.14  (feet) ADJUSTED
 DL0310  ______________________________________________________________________
 DL0310  GEOID HEIGHT    -        -26.333 (meters)                     GEOID18
 DL0310  DYNAMIC HEIGHT  -         34.144 (meters)      112.02  (feet) COMP
 DL0310  MODELED GRAVITY -    979,605.6   (mgal)                       NAVD 88
 DL0310
 DL0310  VERT ORDER      -  FIRST     CLASS II
 DL0310
 DL0310.The horizontal coordinates were scaled from a map and have
 DL0310.an estimated accuracy of +/- 6 seconds.
 DL0310
 DL0310.The orthometric height was determined by differential leveling and
 DL0310.adjusted by the NATIONAL GEODETIC SURVEY
 DL0310.in June 1991.
 DL0310
 DL0310.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0310.GEOID18 height accuracy estimate available here.
 DL0310
 DL0310.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT106198(NAD 83)
 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
 DL0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0310.See file dsdata.pdf to determine how the superseded data were derived.
 DL0310
 DL0310_MARKER: N = NAIL
 DL0310_SETTING: 33 = WOODEN OBJECT (DRIVEN IN A PILE, POLE, TREE OR STUMP)
 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     - 1960     MONUMENTED       CGS
 DL0310
 DL0310                          STATION DESCRIPTION
 DL0310
 DL0310'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ2053 ***********************************************************************
 EJ2053  DESIGNATION -  ABBOTT
 EJ2053  PID         -  EJ2053
 EJ2053  STATE/COUNTY-  AR/SCOTT
 EJ2053  COUNTRY     -  US
 EJ2053  USGS QUAD   -  HARVEY (2017)
 EJ2053
 EJ2053                         *CURRENT SURVEY CONTROL
 EJ2053  ______________________________________________________________________
 EJ2053* NAD 83(1997) POSITION- 34 48 12.76843(N) 093 49 35.46332(W)   ADJUSTED
 EJ2053* NAVD 88 ORTHO HEIGHT -   376.1   (meters)     1234.    (feet) VERTCON3
 EJ2053  ______________________________________________________________________
 EJ2053  GEOID HEIGHT    -        -29.937 (meters)                     GEOID18
 EJ2053  LAPLACE CORR    -          4.19  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ2053.GEOID18 height accuracy estimate available here.
 EJ2053
 EJ2053.Click photographs - Photos may exist for this station.
 EJ2053
 EJ2053.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ2053
 EJ2053. The following values were computed from the NAD 83(1997) position.
 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  =   0.99997372
 EJ2053!SPC AR S     -   0.99994567  x   1.00000843  =   0.99995410
 EJ2053!UTM  15      -   0.99994567  x   0.99967044  =   0.99961613
 EJ2053
 EJ2053:                Primary Azimuth Mark                     Grid Az
 EJ2053:SPC AR N     -  ABBOTT AZ MK                             166 40 30.3
 EJ2053:SPC AR S     -  ABBOTT AZ MK                             166 38 04.2
 EJ2053:UTM  15      -  ABBOTT AZ MK                             166 05 02.4
 EJ2053
 EJ2053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU2439851568(NAD 83)
 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(1993)-  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
 EJ2053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2053.See file dsdata.pdf to determine how the superseded data were derived.
 EJ2053
 EJ2053_MARKER: DS = TRIANGULATION STATION DISK
 EJ2053_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 EJ2053_STAMPING: ABBOTT 1956
 EJ2053_MARK LOGO: CGS
 EJ2053_PROJECTION: FLUSH
 EJ2053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 DEPARTMENT OF TRANSPORTATION 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 = MARCH 20, 2026 22:17:28 EDT
 EH2924 ***********************************************************************
 EH2924  DESIGNATION -  ABERDEEN
 EH2924  PID         -  EH2924
 EH2924  STATE/COUNTY-  AR/MONROE
 EH2924  COUNTRY     -  US
 EH2924  USGS QUAD   -  ABERDEEN (2017)
 EH2924
 EH2924                         *CURRENT SURVEY CONTROL
 EH2924  ______________________________________________________________________
 EH2924* NAD 83(1997) POSITION- 34 36 26.93704(N) 091 20 03.90045(W)   ADJUSTED
 EH2924* NAVD 88 ORTHO HEIGHT -    61.17  (+/-2cm)      200.7   (feet) VERTCON3
 EH2924  ______________________________________________________________________
 EH2924  GEOID HEIGHT    -        -26.769 (meters)                     GEOID18
 EH2924  LAPLACE CORR    -         -0.17  (seconds)                    DEFLEC18
 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
 EH2924.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2924.GEOID18 height accuracy estimate available here.
 EH2924
 EH2924.The vertical order pertains to the NGVD 29 superseded value.
 EH2924
 EH2924.Click photographs - Photos may exist for this station.
 EH2924
 EH2924.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2924
 EH2924. The following values were computed from the NAD 83(1997) position.
 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     -  ROE                                      302 44 49.4
 EH2924:UTM  15      -  ROE                                      302 10 24.3
 EH2924
 EH2924_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU5271730776(NAD 83)
 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              61.20   (m)          200.8    (f) LEVELING    3  
 EH2924
 EH2924.Superseded values are not recommended for survey control.
 EH2924
 EH2924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2924.See file dsdata.pdf to determine how the superseded data were derived.
 EH2924
 EH2924_MARKER: DS = TRIANGULATION STATION DISK
 EH2924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2924_STAMPING: ABERDEEN 1965
 EH2924_MARK LOGO: CGS
 EH2924_PROJECTION: FLUSH
 EH2924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2924+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0267 ***********************************************************************
 EJ0267  DESIGNATION -  ABERT BM
 EJ0267  PID         -  EJ0267
 EJ0267  STATE/COUNTY-  AR/PULASKI
 EJ0267  COUNTRY     -  US
 EJ0267  USGS QUAD   -  LITTLE ROCK (2017)
 EJ0267
 EJ0267                         *CURRENT SURVEY CONTROL
 EJ0267  ______________________________________________________________________
 EJ0267* NAD 83(1986) POSITION- 34 44 55.     (N) 092 15 54.     (W)   SCALED
 EJ0267* NAVD 88 ORTHO HEIGHT -    76.755 (meters)      251.82  (feet) ADJUSTED
 EJ0267  ______________________________________________________________________
 EJ0267  GEOID HEIGHT    -        -26.653 (meters)                     GEOID18
 EJ0267  DYNAMIC HEIGHT  -         76.684 (meters)      251.59  (feet) COMP
 EJ0267  MODELED GRAVITY -    979,711.0   (mgal)                       NAVD 88
 EJ0267
 EJ0267  VERT ORDER      -  FIRST     CLASS II
 EJ0267
 EJ0267.The horizontal coordinates were scaled from a map and have
 EJ0267.an estimated accuracy of +/- 6 seconds.
 EJ0267
 EJ0267.The orthometric height was determined by differential leveling and
 EJ0267.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0267.in June 1991.
 EJ0267
 EJ0267.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0267.GEOID18 height accuracy estimate available here.
 EJ0267
 EJ0267.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU672454(NAD 83)
 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
 EJ0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0267.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0267
 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       USACE
 EJ0267  HISTORY     - 1955     MARK NOT FOUND   CGS
 EJ0267  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0267  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 EJ0267
 EJ0267                          STATION DESCRIPTION
 EJ0267
 EJ0267'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0266 ***********************************************************************
 EJ0266  DESIGNATION -  ABERT HIGH WATER MARK
 EJ0266  PID         -  EJ0266
 EJ0266  STATE/COUNTY-  AR/PULASKI
 EJ0266  COUNTRY     -  US
 EJ0266  USGS QUAD   -  LITTLE ROCK (2017)
 EJ0266
 EJ0266                         *CURRENT SURVEY CONTROL
 EJ0266  ______________________________________________________________________
 EJ0266* NAD 83(1986) POSITION- 34 44 55.     (N) 092 15 54.     (W)   SCALED
 EJ0266* NAVD 88 ORTHO HEIGHT -    76.76  (+/-2cm)      251.8   (feet) VERTCON3
 EJ0266  ______________________________________________________________________
 EJ0266  GEOID HEIGHT    -        -26.653 (meters)                     GEOID18
 EJ0266  VERT ORDER      -  ? (See Below)
 EJ0266
 EJ0266.The horizontal coordinates were scaled from a 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
 EJ0266.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0266.GEOID18 height accuracy estimate available here.
 EJ0266
 EJ0266.The vertical order pertains to the NGVD 29 superseded value.
 EJ0266
 EJ0266.Click photographs - Photos may exist for this station.
 EJ0266
 EJ0266;                    North         East    Units  Estimated Accuracy
 EJ0266;SPC AR S     -   630,950.      375,740.      MT  (+/- 180 meters Scaled)
 EJ0266
 EJ0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU672454(NAD 83)
 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
 EJ0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0266.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0266
 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       USACE
 EJ0266  HISTORY     - 1955     MARK NOT FOUND   CGS
 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0141 ***********************************************************************
 EJ0141  DESIGNATION -  ABUT
 EJ0141  PID         -  EJ0141
 EJ0141  STATE/COUNTY-  AR/PULASKI
 EJ0141  COUNTRY     -  US
 EJ0141  USGS QUAD   -  LITTLE ROCK (2017)
 EJ0141
 EJ0141                         *CURRENT SURVEY CONTROL
 EJ0141  ______________________________________________________________________
 EJ0141* NAD 83(1986) POSITION- 34 44 04.     (N) 092 17 22.     (W)   SCALED
 EJ0141* NAVD 88 ORTHO HEIGHT -    99.64  (+/-2cm)      326.9   (feet) VERTCON3
 EJ0141  ______________________________________________________________________
 EJ0141  GEOID HEIGHT    -        -26.618 (meters)                     GEOID18
 EJ0141  VERT ORDER      -  ? (See Below)
 EJ0141
 EJ0141.The horizontal coordinates were scaled from a 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
 EJ0141.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0141.GEOID18 height accuracy estimate available here.
 EJ0141
 EJ0141.The vertical order pertains to the NGVD 29 superseded value.
 EJ0141
 EJ0141.Click photographs - Photos may exist for this station.
 EJ0141
 EJ0141;                    North         East    Units  Estimated Accuracy
 EJ0141;SPC AR S     -   629,390.      373,490.      MT  (+/- 180 meters Scaled)
 EJ0141
 EJ0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU650438(NAD 83)
 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
 EJ0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0141.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0141
 EJ0141_MARKER: DD = SURVEY DISK
 EJ0141_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0141_STAMPING: ABUT 1934
 EJ0141_MARK LOGO: CGS+SS
 EJ0141_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0141
 EJ0141  HISTORY     - Date     Condition        Report By
 EJ0141  HISTORY     - 1934     MONUMENTED       ARGS
 EJ0141  HISTORY     - 1937     GOOD             CGS
 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG1859 ***********************************************************************
 FG1859  DESIGNATION -  ACCESS
 FG1859  PID         -  FG1859
 FG1859  STATE/COUNTY-  AR/JOHNSON
 FG1859  COUNTRY     -  US
 FG1859  USGS QUAD   -  DELAWARE (2017)
 FG1859
 FG1859                         *CURRENT SURVEY CONTROL
 FG1859  ______________________________________________________________________
 FG1859* NAD 83(1997) POSITION- 35 22 26.03322(N) 093 20 51.52733(W)   ADJUSTED
 FG1859* NAVD 88 ORTHO HEIGHT -   137.3   (meters)      450.    (feet) VERTCON3
 FG1859  ______________________________________________________________________
 FG1859  GEOID HEIGHT    -        -29.309 (meters)                     GEOID18
 FG1859  LAPLACE CORR    -          1.97  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1859.GEOID18 height accuracy estimate available here.
 FG1859
 FG1859.Click photographs - Photos may exist for this station.
 FG1859
 FG1859.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1859
 FG1859. The following values were computed from the NAD 83(1997) position.
 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     -   0.99998305  x   0.99994264  =   0.99992569
 FG1859!UTM  15      -   0.99998305  x   0.99961229  =   0.99959534
 FG1859
 FG1859:                Primary Azimuth Mark                     Grid Az
 FG1859:SPC AR N     -  ACCESS AZ MK                             323 24 40.6
 FG1859:UTM  15      -  ACCESS AZ MK                             322 49 42.0
 FG1859
 FG1859_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV6842114563(NAD 83)
 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(1993)-  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
 FG1859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1859.See file dsdata.pdf to determine how the superseded data were derived.
 FG1859
 FG1859_MARKER: DS = TRIANGULATION STATION DISK
 FG1859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1859_STAMPING: ACCESS 1971
 FG1859_MARK LOGO: CGS
 FG1859_PROJECTION: FLUSH
 FG1859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1859+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0140 ***********************************************************************
 EJ0140  DESIGNATION -  ACHE
 EJ0140  PID         -  EJ0140
 EJ0140  STATE/COUNTY-  AR/PULASKI
 EJ0140  COUNTRY     -  US
 EJ0140  USGS QUAD   -  LITTLE ROCK (2017)
 EJ0140
 EJ0140                         *CURRENT SURVEY CONTROL
 EJ0140  ______________________________________________________________________
 EJ0140* NAD 83(1986) POSITION- 34 44 04.     (N) 092 17 03.     (W)   SCALED
 EJ0140* NAVD 88 ORTHO HEIGHT -   106.24  (+/-2cm)      348.6   (feet) VERTCON3
 EJ0140  ______________________________________________________________________
 EJ0140  GEOID HEIGHT    -        -26.619 (meters)                     GEOID18
 EJ0140  VERT ORDER      -  ? (See Below)
 EJ0140
 EJ0140.The horizontal coordinates were scaled from a 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
 EJ0140.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0140.GEOID18 height accuracy estimate available here.
 EJ0140
 EJ0140.The vertical order pertains to the NGVD 29 superseded value.
 EJ0140
 EJ0140.Click photographs - Photos may exist for this station.
 EJ0140
 EJ0140;                    North         East    Units  Estimated Accuracy
 EJ0140;SPC AR S     -   629,390.      373,980.      MT  (+/- 180 meters Scaled)
 EJ0140
 EJ0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU655438(NAD 83)
 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
 EJ0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0140.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0140
 EJ0140_MARKER: DD = SURVEY DISK
 EJ0140_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0140_STAMPING: ACHE 1934
 EJ0140_MARK LOGO: CGS+SS
 EJ0140_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0140
 EJ0140  HISTORY     - Date     Condition        Report By
 EJ0140  HISTORY     - 1934     MONUMENTED       ARGS
 EJ0140  HISTORY     - 1937     GOOD             CGS
 EJ0140  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0140
 EJ0140                          STATION DESCRIPTION
 EJ0140
 EJ0140'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0138 ***********************************************************************
 EJ0138  DESIGNATION -  ACID
 EJ0138  PID         -  EJ0138
 EJ0138  STATE/COUNTY-  AR/PULASKI
 EJ0138  COUNTRY     -  US
 EJ0138  USGS QUAD   -  LITTLE ROCK (2017)
 EJ0138
 EJ0138                         *CURRENT SURVEY CONTROL
 EJ0138  ______________________________________________________________________
 EJ0138* NAD 83(1986) POSITION- 34 43 57.     (N) 092 16 33.     (W)   SCALED
 EJ0138* NAVD 88 ORTHO HEIGHT -   105.59  (+/-2cm)      346.4   (feet) VERTCON3
 EJ0138  ______________________________________________________________________
 EJ0138  GEOID HEIGHT    -        -26.616 (meters)                     GEOID18
 EJ0138  VERT ORDER      -  ? (See Below)
 EJ0138
 EJ0138.The horizontal coordinates were scaled from a 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
 EJ0138.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0138.GEOID18 height accuracy estimate available here.
 EJ0138
 EJ0138.The vertical order pertains to the NGVD 29 superseded value.
 EJ0138
 EJ0138.Click photographs - Photos may exist for this station.
 EJ0138
 EJ0138;                    North         East    Units  Estimated Accuracy
 EJ0138;SPC AR S     -   629,170.      374,740.      MT  (+/- 180 meters Scaled)
 EJ0138
 EJ0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU662436(NAD 83)
 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
 EJ0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0138.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0138
 EJ0138_MARKER: DD = SURVEY DISK
 EJ0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0138_STAMPING: ACID 1934
 EJ0138_MARK LOGO: CGS+SS
 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             CGS
 EJ0138  HISTORY     - 1984     GOOD             NGS
 EJ0138  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 EJ0138
 EJ0138                          STATION DESCRIPTION
 EJ0138
 EJ0138'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0139 ***********************************************************************
 EJ0139  DESIGNATION -  ACME
 EJ0139  PID         -  EJ0139
 EJ0139  STATE/COUNTY-  AR/PULASKI
 EJ0139  COUNTRY     -  US
 EJ0139  USGS QUAD   -  LITTLE ROCK (2017)
 EJ0139
 EJ0139                         *CURRENT SURVEY CONTROL
 EJ0139  ______________________________________________________________________
 EJ0139* NAD 83(1986) POSITION- 34 44 00.     (N) 092 16 50.     (W)   SCALED
 EJ0139* NAVD 88 ORTHO HEIGHT -   110.02  (+/-2cm)      361.0   (feet) VERTCON3
 EJ0139  ______________________________________________________________________
 EJ0139  GEOID HEIGHT    -        -26.617 (meters)                     GEOID18
 EJ0139  VERT ORDER      -  ? (See Below)
 EJ0139
 EJ0139.The horizontal coordinates were scaled from a 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
 EJ0139.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0139.GEOID18 height accuracy estimate available here.
 EJ0139
 EJ0139.The vertical order pertains to the NGVD 29 superseded value.
 EJ0139
 EJ0139.Click photographs - Photos may exist for this station.
 EJ0139
 EJ0139;                    North         East    Units  Estimated Accuracy
 EJ0139;SPC AR S     -   629,260.      374,310.      MT  (+/- 180 meters Scaled)
 EJ0139
 EJ0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU658437(NAD 83)
 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
 EJ0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0139.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0139
 EJ0139_MARKER: DD = SURVEY DISK
 EJ0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0139_STAMPING: ACME 1934
 EJ0139_MARK LOGO: CGS+SS
 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             CGS
 EJ0139  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0139  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 EJ0139
 EJ0139                          STATION DESCRIPTION
 EJ0139
 EJ0139'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EK0705 ***********************************************************************
 EK0705  DESIGNATION -  ACORN
 EK0705  PID         -  EK0705
 EK0705  STATE/COUNTY-  AR/POLK
 EK0705  COUNTRY     -  US
 EK0705  USGS QUAD   -  ACORN (2017)
 EK0705
 EK0705                         *CURRENT SURVEY CONTROL
 EK0705  ______________________________________________________________________
 EK0705* NAD 83(1997) POSITION- 34 39 49.22151(N) 094 08 58.41186(W)   ADJUSTED
 EK0705* NAVD 88 ORTHO HEIGHT -   365.304 (meters)     1198.50  (feet) ADJUSTED
 EK0705  ______________________________________________________________________
 EK0705  GEOID HEIGHT    -        -30.225 (meters)                     GEOID18
 EK0705  LAPLACE CORR    -          3.70  (seconds)                    DEFLEC18
 EK0705  DYNAMIC HEIGHT  -        364.910 (meters)     1197.21  (feet) COMP
 EK0705  MODELED GRAVITY -    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 and
 EK0705.adjusted by the NATIONAL GEODETIC SURVEY
 EK0705.in June 1991.
 EK0705
 EK0705.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0705.GEOID18 height accuracy estimate available here.
 EK0705
 EK0705.Click photographs - Photos may exist for this station.
 EK0705
 EK0705.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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;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  =   0.99992606
 EK0705!UTM  15      -   0.99994740  x   0.99973674  =   0.99968416
 EK0705
 EK0705:                Primary Azimuth Mark                     Grid Az
 EK0705:SPC AR S     -  ACORN AZ MK                              196 22 13.2
 EK0705:UTM  15      -  ACORN AZ MK                              195 49 16.1
 EK0705
 EK0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU9467036347(NAD 83)
 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(1993)-  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
 EK0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0705.See file dsdata.pdf to determine how the superseded data were derived.
 EK0705
 EK0705_MARKER: DS = TRIANGULATION STATION DISK
 EK0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EK0705+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2019
 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  HISTORY     - 20070621 GOOD             ARHD
 EK0705  HISTORY     - 20190515 GOOD             ARHD
 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.
 EK0705
 EK0705                          STATION RECOVERY (2007)
 EK0705
 EK0705'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2007 (WDA)
 EK0705'RECOVERED IN GOOD CONDITION.
 EK0705
 EK0705                          STATION RECOVERY (2019)
 EK0705
 EK0705'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2019 (BAB)
 EK0705'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EK0704 ***********************************************************************
 EK0704  DESIGNATION -  ACORN RM 1
 EK0704  PID         -  EK0704
 EK0704  STATE/COUNTY-  AR/POLK
 EK0704  COUNTRY     -  US
 EK0704  USGS QUAD   -  ACORN (2017)
 EK0704
 EK0704                         *CURRENT SURVEY CONTROL
 EK0704  ______________________________________________________________________
 EK0704* NAD 83(1986) POSITION- 34 39 50.02   (N) 094 08 58.26   (W)   HD_HELD1
 EK0704* NAVD 88 ORTHO HEIGHT -   365.138 (meters)     1197.96  (feet) ADJUSTED
 EK0704  ______________________________________________________________________
 EK0704  GEOID HEIGHT    -        -30.226 (meters)                     GEOID18
 EK0704  DYNAMIC HEIGHT  -        364.745 (meters)     1196.67  (feet) COMP
 EK0704  MODELED GRAVITY -    979,547.4   (mgal)                       NAVD 88
 EK0704
 EK0704  VERT ORDER      -  FIRST     CLASS II
 EK0704
 EK0704.The horizontal coordinates were determined by differentially corrected
 EK0704.hand held GPS observations or other comparable positioning techniques
 EK0704.and have an estimated accuracy of +/- 3 meters.
 EK0704
 EK0704.The orthometric height was determined by differential leveling and
 EK0704.adjusted by the NATIONAL GEODETIC SURVEY
 EK0704.in June 1991.
 EK0704
 EK0704.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0704.GEOID18 height accuracy estimate available here.
 EK0704
 EK0704.Click photographs - Photos may exist for this station.
 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     -   623,591.3     202,994.2     MT  (+/- 3 meters HH1 GPS) 
 EK0704
 EK0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU9467536372(NAD 83)
 EK0704
 EK0704                          SUPERSEDED SURVEY CONTROL
 EK0704
 EK0704.No superseded survey control is available for this station.
 EK0704
 EK0704_MARKER: DR = REFERENCE MARK DISK
 EK0704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EK0704+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2019
 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  HISTORY     - 20190515 GOOD             ARHD
 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.  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.
 EK0704
 EK0704                          STATION RECOVERY (2019)
 EK0704
 EK0704'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2019 (BAB)
 EK0704'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EK0706 ***********************************************************************
 EK0706  DESIGNATION -  ACORN RM 2
 EK0706  PID         -  EK0706
 EK0706  STATE/COUNTY-  AR/POLK
 EK0706  COUNTRY     -  US
 EK0706  USGS QUAD   -  ACORN (2017)
 EK0706
 EK0706                         *CURRENT SURVEY CONTROL
 EK0706  ______________________________________________________________________
 EK0706* NAD 83(1986) POSITION- 34 39 48.97   (N) 094 08 57.38   (W)   HD_HELD1
 EK0706* NAVD 88 ORTHO HEIGHT -   365.234 (meters)     1198.27  (feet) ADJUSTED
 EK0706  ______________________________________________________________________
 EK0706  GEOID HEIGHT    -        -30.225 (meters)                     GEOID18
 EK0706  DYNAMIC HEIGHT  -        364.840 (meters)     1196.98  (feet) COMP
 EK0706  MODELED GRAVITY -    979,547.4   (mgal)                       NAVD 88
 EK0706
 EK0706  VERT ORDER      -  FIRST     CLASS II
 EK0706
 EK0706.The horizontal coordinates were determined by differentially corrected
 EK0706.hand held GPS observations or other comparable positioning techniques
 EK0706.and have an estimated accuracy of +/- 3 meters.
 EK0706
 EK0706.The orthometric height was determined by differential leveling and
 EK0706.adjusted by the NATIONAL GEODETIC SURVEY
 EK0706.in June 1991.
 EK0706
 EK0706.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0706.GEOID18 height accuracy estimate available here.
 EK0706
 EK0706.Click photographs - Photos may exist for this station.
 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     -   623,558.5     203,016.0     MT  (+/- 3 meters HH1 GPS) 
 EK0706
 EK0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU9469736339(NAD 83)
 EK0706
 EK0706                          SUPERSEDED SURVEY CONTROL
 EK0706
 EK0706.No superseded survey control is available for this station.
 EK0706
 EK0706_MARKER: DR = REFERENCE MARK DISK
 EK0706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EK0706+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2019
 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  HISTORY     - 20070621 GOOD             ARHD
 EK0706  HISTORY     - 20190515 GOOD             ARHD
 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.
 EK0706
 EK0706                          STATION RECOVERY (2007)
 EK0706
 EK0706'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2007 (WDA)
 EK0706'RECOVERED IN GOOD CONDITION.
 EK0706
 EK0706                          STATION RECOVERY (2019)
 EK0706
 EK0706'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2019 (BAB)
 EK0706'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0137 ***********************************************************************
 EJ0137  DESIGNATION -  ACRE
 EJ0137  PID         -  EJ0137
 EJ0137  STATE/COUNTY-  AR/PULASKI
 EJ0137  COUNTRY     -  US
 EJ0137  USGS QUAD   -  LITTLE ROCK (2017)
 EJ0137
 EJ0137                         *CURRENT SURVEY CONTROL
 EJ0137  ______________________________________________________________________
 EJ0137* NAD 83(1986) POSITION- 34 43 55.     (N) 092 16 11.     (W)   SCALED
 EJ0137* NAVD 88 ORTHO HEIGHT -    90.43  (+/-2cm)      296.7   (feet) VERTCON3
 EJ0137  ______________________________________________________________________
 EJ0137  GEOID HEIGHT    -        -26.616 (meters)                     GEOID18
 EJ0137  VERT ORDER      -  ? (See Below)
 EJ0137
 EJ0137.The horizontal coordinates were scaled from a 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
 EJ0137.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0137.GEOID18 height accuracy estimate available here.
 EJ0137
 EJ0137.The vertical order pertains to the NGVD 29 superseded value.
 EJ0137
 EJ0137.Click photographs - Photos may exist for this station.
 EJ0137
 EJ0137;                    North         East    Units  Estimated Accuracy
 EJ0137;SPC AR S     -   629,100.      375,300.      MT  (+/- 180 meters Scaled)
 EJ0137
 EJ0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU668435(NAD 83)
 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
 EJ0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0137.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0137
 EJ0137_MARKER: DD = SURVEY DISK
 EJ0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0137_STAMPING: ACRE 1934
 EJ0137_MARK LOGO: CGS+SS
 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             CGS
 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0518 ***********************************************************************
 EJ0518  DESIGNATION -  ACTO
 EJ0518  PID         -  EJ0518
 EJ0518  STATE/COUNTY-  AR/JEFFERSON
 EJ0518  COUNTRY     -  US
 EJ0518  USGS QUAD   -  REDFIELD (2017)
 EJ0518
 EJ0518                         *CURRENT SURVEY CONTROL
 EJ0518  ______________________________________________________________________
 EJ0518* NAD 83(1986) POSITION- 34 28 02.     (N) 092 11 30.     (W)   SCALED
 EJ0518* NAVD 88 ORTHO HEIGHT -    80.152 (meters)      262.97  (feet) ADJUSTED
 EJ0518  ______________________________________________________________________
 EJ0518  GEOID HEIGHT    -        -26.130 (meters)                     GEOID18
 EJ0518  DYNAMIC HEIGHT  -         80.077 (meters)      262.72  (feet) COMP
 EJ0518  MODELED GRAVITY -    979,691.4   (mgal)                       NAVD 88
 EJ0518
 EJ0518  VERT ORDER      -  FIRST     CLASS II
 EJ0518
 EJ0518.The horizontal coordinates were scaled from a map and have
 EJ0518.an estimated accuracy of +/- 6 seconds.
 EJ0518
 EJ0518.The orthometric height was determined by differential leveling and
 EJ0518.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0518.in September 2023.
 EJ0518
 EJ0518.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0518.GEOID18 height accuracy estimate available here.
 EJ0518
 EJ0518.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU742142(NAD 83)
 EJ0518
 EJ0518                          SUPERSEDED SURVEY CONTROL
 EJ0518
 EJ0518  NAVD 88 (06/15/91)   80.149  (m)          262.96   (f) SUPERSEDED  1 2
 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
 EJ0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0518.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0518
 EJ0518_MARKER: DD = SURVEY DISK
 EJ0518_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0518_STAMPING: ACTO 1934
 EJ0518_MARK LOGO: CGS+SS
 EJ0518_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 DL0334 ***********************************************************************
 DL0334  DESIGNATION -  AD
 DL0334  PID         -  DL0334
 DL0334  STATE/COUNTY-  AR/OUACHITA
 DL0334  COUNTRY     -  US
 DL0334  USGS QUAD   -  CAMDEN (2017)
 DL0334
 DL0334                         *CURRENT SURVEY CONTROL
 DL0334  ______________________________________________________________________
 DL0334* NAD 83(1986) POSITION- 33 32 41.     (N) 092 50 49.     (W)   SCALED
 DL0334* NAVD 88 ORTHO HEIGHT -    40.666 (meters)      133.42  (feet) ADJUSTED
 DL0334  ______________________________________________________________________
 DL0334  GEOID HEIGHT    -        -26.297 (meters)                     GEOID18
 DL0334  DYNAMIC HEIGHT  -         40.624 (meters)      133.28  (feet) COMP
 DL0334  MODELED GRAVITY -    979,599.0   (mgal)                       NAVD 88
 DL0334
 DL0334  VERT ORDER      -  FIRST     CLASS II
 DL0334
 DL0334.The horizontal coordinates were scaled from a map and have
 DL0334.an estimated accuracy of +/- 6 seconds.
 DL0334
 DL0334.The orthometric height was determined by differential leveling and
 DL0334.adjusted by the NATIONAL GEODETIC SURVEY
 DL0334.in June 1991.
 DL0334
 DL0334.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0334.GEOID18 height accuracy estimate available here.
 DL0334
 DL0334.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT142116(NAD 83)
 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
 DL0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0334.See file dsdata.pdf to determine how the superseded data were derived.
 DL0334
 DL0334_MARKER: N = NAIL
 DL0334_SETTING: 33 = WOODEN OBJECT (DRIVEN IN A PILE, POLE, TREE OR STUMP)
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1695 ***********************************************************************
 EJ1695  DESIGNATION -  ADAMS
 EJ1695  PID         -  EJ1695
 EJ1695  STATE/COUNTY-  AR/PULASKI
 EJ1695  COUNTRY     -  US
 EJ1695  USGS QUAD   -  SWEET HOME (2017)
 EJ1695
 EJ1695                         *CURRENT SURVEY CONTROL
 EJ1695  ______________________________________________________________________
 EJ1695* NAD 83(1997) POSITION- 34 43 46.28507(N) 092 13 34.85138(W)   ADJUSTED
 EJ1695* NAVD 88 ORTHO HEIGHT -    78.    (meters)      256.    (feet) SCALED
 EJ1695  ______________________________________________________________________
 EJ1695  GEOID HEIGHT    -        -26.619 (meters)                     GEOID18
 EJ1695  LAPLACE CORR    -         -0.05  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1695.GEOID18 height accuracy estimate available here.
 EJ1695
 EJ1695.Click photographs - Photos may exist for this station.
 EJ1695
 EJ1695.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1695
 EJ1695. The following values were computed from the NAD 83(1997) position.
 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     -  ADAMS 2 AZ MK                            214 44 17.3
 EJ1695:UTM  15      -  ADAMS 2 AZ MK                            214 10 14.4
 EJ1695
 EJ1695_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7082943321(NAD 83)
 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 0434918.6 |
 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      339.002 METERS 14814     |
 EJ1695| CY5138 ADAMS RM 2                           26.648 METERS 15009     |
 EJ1695| CY5139 ADAMS 2 AZ MK                                      2143641.2 |
 EJ1695| EJ1709 LITTLE ROCK GAINES ST SPIPE         APPROX. 5.0 KM 2755343.2 |
 EJ1695| EJ1692 LITTLE ROCK ADAMS FIELD AIRPORT BEA APPROX. 1.4 KM 2865253.2 |
 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 3090454.3 |
 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
 EJ1695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1695.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1695
 EJ1695_MARKER: DS = TRIANGULATION STATION DISK
 EJ1695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1695_STAMPING: ADAMS 1964
 EJ1695_MARK LOGO: CGS
 EJ1695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1695+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0133 ***********************************************************************
 EJ0133  DESIGNATION -  ADAMS 2 RM 3
 EJ0133  PID         -  EJ0133
 EJ0133  STATE/COUNTY-  AR/PULASKI
 EJ0133  COUNTRY     -  US
 EJ0133  USGS QUAD   -  SWEET HOME (2017)
 EJ0133
 EJ0133                         *CURRENT SURVEY CONTROL
 EJ0133  ______________________________________________________________________
 EJ0133* NAD 83(1986) POSITION- 34 43 46.69   (N) 092 13 33.44   (W)   HD_HELD1
 EJ0133* NAVD 88 ORTHO HEIGHT -    78.049 (meters)      256.07  (feet) ADJUSTED
 EJ0133  ______________________________________________________________________
 EJ0133  GEOID HEIGHT    -        -26.620 (meters)                     GEOID18
 EJ0133  DYNAMIC HEIGHT  -         77.977 (meters)      255.83  (feet) COMP
 EJ0133  MODELED GRAVITY -    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 determined by differentially corrected
 EJ0133.hand held GPS observations or other comparable positioning techniques
 EJ0133.and have an estimated accuracy of +/- 3 meters.
 EJ0133
 EJ0133.The orthometric height was determined by differential leveling and
 EJ0133.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0133.in June 1991.
 EJ0133
 EJ0133.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0133.GEOID18 height accuracy estimate available here.
 EJ0133
 EJ0133.Click photographs - Photos may exist for this station.
 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     -   628,838.7     379,305.5     MT  (+/- 3 meters HH1 GPS) 
 EJ0133
 EJ0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7086543334(NAD 83)
 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
 EJ0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0133.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0133
 EJ0133_MARKER: DR = REFERENCE MARK DISK
 EJ0133_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EJ0133_SP_SET: CULVERT HEADWALL
 EJ0133_STAMPING: ADAMS 2 NO 3 1970
 EJ0133_MARK LOGO: CGS
 EJ0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0133+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1759 ***********************************************************************
 FG1759  DESIGNATION -  ADONA
 FG1759  PID         -  FG1759
 FG1759  STATE/COUNTY-  AR/PERRY
 FG1759  COUNTRY     -  US
 FG1759  USGS QUAD   -  ADONA (2017)
 FG1759
 FG1759                         *CURRENT SURVEY CONTROL
 FG1759  ______________________________________________________________________
 FG1759* NAD 83(1997) POSITION- 35 03 12.22972(N) 092 54 32.38851(W)   ADJUSTED
 FG1759* NAVD 88 ORTHO HEIGHT -   329.    (meters)     1079.    (feet) SCALED
 FG1759  ______________________________________________________________________
 FG1759  GEOID HEIGHT    -        -28.640 (meters)                     GEOID18
 FG1759  LAPLACE CORR    -          2.79  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1759.GEOID18 height accuracy estimate available here.
 FG1759
 FG1759.Click photographs - Photos may exist for this station.
 FG1759
 FG1759.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1759
 FG1759. The following values were computed from the NAD 83(1997) position.
 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     -   0.99995286  x   0.99997857  =   0.99993143
 FG1759!SPC AR S     -   0.99995286  x   1.00007654  =   1.00002939
 FG1759!UTM  15      -   0.99995286  x   0.99960085  =   0.99955373
 FG1759
 FG1759:                Primary Azimuth Mark                     Grid Az
 FG1759:SPC AR N     -  ADONA AZ MK                              164 00 19.1
 FG1759:SPC AR S     -  ADONA AZ MK                              163 59 06.4
 FG1759:UTM  15      -  ADONA AZ MK                              163 25 26.7
 FG1759
 FG1759_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU0829878968(NAD 83)
 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
 FG1759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1759.See file dsdata.pdf to determine how the superseded data were derived.
 FG1759
 FG1759_MARKER: DS = TRIANGULATION STATION DISK
 FG1759_SETTING: 66 = SET IN ROCK OUTCROP
 FG1759_STAMPING: ADONA 1940
 FG1759_MARK LOGO: CGS
 FG1759_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FG1759+STABILITY: POSITION/ELEVATION WELL
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0144 ***********************************************************************
 EJ0144  DESIGNATION -  ADZ
 EJ0144  PID         -  EJ0144
 EJ0144  STATE/COUNTY-  AR/PULASKI
 EJ0144  COUNTRY     -  US
 EJ0144  USGS QUAD   -  LITTLE ROCK (2017)
 EJ0144
 EJ0144                         *CURRENT SURVEY CONTROL
 EJ0144  ______________________________________________________________________
 EJ0144* NAD 83(1986) POSITION- 34 44 11.     (N) 092 18 16.     (W)   SCALED
 EJ0144* NAVD 88 ORTHO HEIGHT -    93.448 (meters)      306.59  (feet) ADJUSTED
 EJ0144  ______________________________________________________________________
 EJ0144  GEOID HEIGHT    -        -26.623 (meters)                     GEOID18
 EJ0144  DYNAMIC HEIGHT  -         93.362 (meters)      306.31  (feet) COMP
 EJ0144  MODELED GRAVITY -    979,705.2   (mgal)                       NAVD 88
 EJ0144
 EJ0144  VERT ORDER      -  FIRST     CLASS II
 EJ0144
 EJ0144.The horizontal coordinates were scaled from a map and have
 EJ0144.an estimated accuracy of +/- 6 seconds.
 EJ0144
 EJ0144.The orthometric height was determined by differential leveling and
 EJ0144.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0144.in June 1991.
 EJ0144
 EJ0144.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0144.GEOID18 height accuracy estimate available here.
 EJ0144
 EJ0144.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU636440(NAD 83)
 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
 EJ0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0144.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0144
 EJ0144_MARKER: DD = SURVEY DISK
 EJ0144_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0144_STAMPING: ADZ 1935
 EJ0144_MARK LOGO: CGS+SS
 EJ0144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0144
 EJ0144  HISTORY     - Date     Condition        Report By
 EJ0144  HISTORY     - 1935     MONUMENTED       ARGS
 EJ0144  HISTORY     - 1935     MARK NOT FOUND   CGS
 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DL0327 ***********************************************************************
 DL0327  DESIGNATION -  AE
 DL0327  PID         -  DL0327
 DL0327  STATE/COUNTY-  AR/OUACHITA
 DL0327  COUNTRY     -  US
 DL0327  USGS QUAD   -  CAMDEN (2017)
 DL0327
 DL0327                         *CURRENT SURVEY CONTROL
 DL0327  ______________________________________________________________________
 DL0327* NAD 83(1986) POSITION- 33 32 45.     (N) 092 48 53.     (W)   SCALED
 DL0327* NAVD 88 ORTHO HEIGHT -    35.016 (meters)      114.88  (feet) ADJUSTED
 DL0327  ______________________________________________________________________
 DL0327  GEOID HEIGHT    -        -26.282 (meters)                     GEOID18
 DL0327  DYNAMIC HEIGHT  -         34.980 (meters)      114.76  (feet) COMP
 DL0327  MODELED GRAVITY -    979,601.1   (mgal)                       NAVD 88
 DL0327
 DL0327  VERT ORDER      -  FIRST     CLASS II
 DL0327
 DL0327.The horizontal coordinates were scaled from a map and have
 DL0327.an estimated accuracy of +/- 6 seconds.
 DL0327
 DL0327.The orthometric height was determined by differential leveling and
 DL0327.adjusted by the NATIONAL GEODETIC SURVEY
 DL0327.in June 1991.
 DL0327
 DL0327.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0327.GEOID18 height accuracy estimate available here.
 DL0327
 DL0327.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT172118(NAD 83)
 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
 DL0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0327.See file dsdata.pdf to determine how the superseded data were derived.
 DL0327
 DL0327_MARKER: N = NAIL
 DL0327_SETTING: 33 = WOODEN OBJECT (DRIVEN IN A PILE, POLE, TREE OR STUMP)
 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 = MARCH 20, 2026 22:17:28 EDT
 DL0228 ***********************************************************************
 DL0228  DESIGNATION -  AF
 DL0228  PID         -  DL0228
 DL0228  STATE/COUNTY-  AR/UNION
 DL0228  COUNTRY     -  US
 DL0228  USGS QUAD   -  SMACKOVER (2017)
 DL0228
 DL0228                         *CURRENT SURVEY CONTROL
 DL0228  ______________________________________________________________________
 DL0228* NAD 83(1986) POSITION- 33 19 03.     (N) 092 39 13.     (W)   SCALED
 DL0228* NAVD 88 ORTHO HEIGHT -    51.190 (meters)      167.95  (feet) ADJUSTED
 DL0228  ______________________________________________________________________
 DL0228  GEOID HEIGHT    -        -26.288 (meters)                     GEOID18
 DL0228  DYNAMIC HEIGHT  -         51.136 (meters)      167.77  (feet) COMP
 DL0228  MODELED GRAVITY -    979,578.2   (mgal)                       NAVD 88
 DL0228
 DL0228  VERT ORDER      -  FIRST     CLASS II
 DL0228
 DL0228.The horizontal coordinates were scaled from a map and have
 DL0228.an estimated accuracy of +/- 6 seconds.
 DL0228
 DL0228.The orthometric height was determined by differential leveling and
 DL0228.adjusted by the NATIONAL GEODETIC SURVEY
 DL0228.in June 1991.
 DL0228
 DL0228.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0228.GEOID18 height accuracy estimate available here.
 DL0228
 DL0228.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS322865(NAD 83)
 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
 DL0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0228.See file dsdata.pdf to determine how the superseded data were derived.
 DL0228
 DL0228_MARKER: N = NAIL
 DL0228_SETTING: 33 = WOODEN OBJECT (DRIVEN IN A PILE, POLE, TREE OR STUMP)
 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     - 1960     MONUMENTED       CGS
 DL0228
 DL0228                          STATION DESCRIPTION
 DL0228
 DL0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0136 ***********************************************************************
 EJ0136  DESIGNATION -  AFAR
 EJ0136  PID         -  EJ0136
 EJ0136  STATE/COUNTY-  AR/PULASKI
 EJ0136  COUNTRY     -  US
 EJ0136  USGS QUAD   -  LITTLE ROCK (2017)
 EJ0136
 EJ0136                         *CURRENT SURVEY CONTROL
 EJ0136  ______________________________________________________________________
 EJ0136* NAD 83(1986) POSITION- 34 43 38.     (N) 092 16 11.     (W)   SCALED
 EJ0136* NAVD 88 ORTHO HEIGHT -    92.34  (+/-2cm)      303.0   (feet) VERTCON3
 EJ0136  ______________________________________________________________________
 EJ0136  GEOID HEIGHT    -        -26.608 (meters)                     GEOID18
 EJ0136  VERT ORDER      -  ? (See Below)
 EJ0136
 EJ0136.The horizontal coordinates were scaled from a 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
 EJ0136.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0136.GEOID18 height accuracy estimate available here.
 EJ0136
 EJ0136.The vertical order pertains to the NGVD 29 superseded value.
 EJ0136
 EJ0136.Click photographs - Photos may exist for this station.
 EJ0136
 EJ0136;                    North         East    Units  Estimated Accuracy
 EJ0136;SPC AR S     -   628,580.      375,300.      MT  (+/- 180 meters Scaled)
 EJ0136
 EJ0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU668430(NAD 83)
 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
 EJ0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0136.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0136
 EJ0136_MARKER: DD = SURVEY DISK
 EJ0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0136_STAMPING: AFAR 1934
 EJ0136_MARK LOGO: CGS+SS
 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             CGS
 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DL0252 ***********************************************************************
 DL0252  DESIGNATION -  AG
 DL0252  PID         -  DL0252
 DL0252  STATE/COUNTY-  AR/UNION
 DL0252  COUNTRY     -  US
 DL0252  USGS QUAD   -  CALION (2017)
 DL0252
 DL0252                         *CURRENT SURVEY CONTROL
 DL0252  ______________________________________________________________________
 DL0252* NAD 83(1986) POSITION- 33 15 27.     (N) 092 30 38.     (W)   SCALED
 DL0252* NAVD 88 ORTHO HEIGHT -    44.383 (meters)      145.61  (feet) ADJUSTED
 DL0252  ______________________________________________________________________
 DL0252  GEOID HEIGHT    -        -26.264 (meters)                     GEOID18
 DL0252  DYNAMIC HEIGHT  -         44.336 (meters)      145.46  (feet) COMP
 DL0252  MODELED GRAVITY -    979,568.9   (mgal)                       NAVD 88
 DL0252
 DL0252  VERT ORDER      -  FIRST     CLASS II
 DL0252
 DL0252.The horizontal coordinates were scaled from a map and have
 DL0252.an estimated accuracy of +/- 6 seconds.
 DL0252
 DL0252.The orthometric height was determined by differential leveling and
 DL0252.adjusted by the NATIONAL GEODETIC SURVEY
 DL0252.in June 1991.
 DL0252
 DL0252.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0252.GEOID18 height accuracy estimate available here.
 DL0252
 DL0252.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS455799(NAD 83)
 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
 DL0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0252.See file dsdata.pdf to determine how the superseded data were derived.
 DL0252
 DL0252_MARKER: N = NAIL
 DL0252_SETTING: 33 = WOODEN OBJECT (DRIVEN IN A PILE, POLE, TREE OR STUMP)
 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     - 1960     MONUMENTED       CGS
 DL0252
 DL0252                          STATION DESCRIPTION
 DL0252
 DL0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0520 ***********************************************************************
 EJ0520  DESIGNATION -  AGED
 EJ0520  PID         -  EJ0520
 EJ0520  STATE/COUNTY-  AR/JEFFERSON
 EJ0520  COUNTRY     -  US
 EJ0520  USGS QUAD   -  REDFIELD (2017)
 EJ0520
 EJ0520                         *CURRENT SURVEY CONTROL
 EJ0520  ______________________________________________________________________
 EJ0520* NAD 83(1986) POSITION- 34 28 25.     (N) 092 11 44.     (W)   SCALED
 EJ0520* NAVD 88 ORTHO HEIGHT -    75.075 (meters)      246.31  (feet) ADJUSTED
 EJ0520  ______________________________________________________________________
 EJ0520  GEOID HEIGHT    -        -26.142 (meters)                     GEOID18
 EJ0520  DYNAMIC HEIGHT  -         75.004 (meters)      246.08  (feet) COMP
 EJ0520  MODELED GRAVITY -    979,692.0   (mgal)                       NAVD 88
 EJ0520
 EJ0520  VERT ORDER      -  FIRST     CLASS II
 EJ0520
 EJ0520.The horizontal coordinates were scaled from a map and have
 EJ0520.an estimated accuracy of +/- 6 seconds.
 EJ0520
 EJ0520.The orthometric height was determined by differential leveling and
 EJ0520.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0520.in September 2023.
 EJ0520
 EJ0520.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0520.GEOID18 height accuracy estimate available here.
 EJ0520
 EJ0520.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU738149(NAD 83)
 EJ0520
 EJ0520                          SUPERSEDED SURVEY CONTROL
 EJ0520
 EJ0520  NAVD 88 (06/15/91)   75.069  (m)          246.29   (f) SUPERSEDED  1 2
 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
 EJ0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0520.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0520
 EJ0520_MARKER: DD = SURVEY DISK
 EJ0520_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0520_STAMPING: AGED 1934
 EJ0520_MARK LOGO: CGS+SS
 EJ0520_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 DL0713 ***********************************************************************
 DL0713  DESIGNATION -  AGERS 1 BOLT
 DL0713  PID         -  DL0713
 DL0713  STATE/COUNTY-  AR/MILLER
 DL0713  COUNTRY     -  US
 DL0713  USGS QUAD   -  DODDRIDGE NE (2017)
 DL0713
 DL0713                         *CURRENT SURVEY CONTROL
 DL0713  ______________________________________________________________________
 DL0713* NAD 83(1986) POSITION- 33 13 03.37   (N) 093 45 14.47   (W)   HD_HELD1
 DL0713* NAVD 88 ORTHO HEIGHT -    64.91  (+/-2cm)      213.0   (feet) VERTCON3
 DL0713  ______________________________________________________________________
 DL0713  GEOID HEIGHT    -        -26.643 (meters)                     GEOID18
 DL0713  VERT ORDER      -  ? (See Below)
 DL0713
 DL0713.The horizontal coordinates were determined by differentially corrected
 DL0713.hand held GPS observations or other comparable positioning techniques
 DL0713.and have an estimated accuracy of +/- 3 meters.
 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
 DL0713.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0713.GEOID18 height accuracy estimate available here.
 DL0713
 DL0713.The vertical order pertains to the NGVD 29 superseded value.
 DL0713
 DL0713.Click photographs - Photos may exist for this station.
 DL0713
 DL0713;                    North         East    Units  Estimated Accuracy
 DL0713;SPC AR S     -   462,507.8     236,489.7     MT  (+/- 3 meters HH1 GPS) 
 DL0713
 DL0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS2973575664(NAD 83)
 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
 DL0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0713.See file dsdata.pdf to determine how the superseded data were derived.
 DL0713
 DL0713_MARKER: B = BOLT
 DL0713_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL0713_SP_SET: UNDERGROUND STONE
 DL0713_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0713
 DL0713  HISTORY     - Date     Condition        Report By
 DL0713  HISTORY     - UNK      MONUMENTED       USACE
 DL0713  HISTORY     - 1965     MARK NOT FOUND   CGS
 DL0713
 DL0713                          STATION DESCRIPTION
 DL0713
 DL0713'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DL0711 ***********************************************************************
 DL0711  DESIGNATION -  AGERS 2 BOLT
 DL0711  PID         -  DL0711
 DL0711  STATE/COUNTY-  AR/MILLER
 DL0711  COUNTRY     -  US
 DL0711  USGS QUAD   -  DODDRIDGE NE (2017)
 DL0711
 DL0711                         *CURRENT SURVEY CONTROL
 DL0711  ______________________________________________________________________
 DL0711* NAD 83(1986) POSITION- 33 13 09.68   (N) 093 45 09.42   (W)   HD_HELD1
 DL0711* NAVD 88 ORTHO HEIGHT -    64.91  (+/-2cm)      213.0   (feet) VERTCON3
 DL0711  ______________________________________________________________________
 DL0711  GEOID HEIGHT    -        -26.644 (meters)                     GEOID18
 DL0711  VERT ORDER      -  ? (See Below)
 DL0711
 DL0711.The horizontal coordinates were determined by differentially corrected
 DL0711.hand held GPS observations or other comparable positioning techniques
 DL0711.and have an estimated accuracy of +/- 3 meters.
 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
 DL0711.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0711.GEOID18 height accuracy estimate available here.
 DL0711
 DL0711.The vertical order pertains to the NGVD 29 superseded value.
 DL0711
 DL0711.Click photographs - Photos may exist for this station.
 DL0711
 DL0711;                    North         East    Units  Estimated Accuracy
 DL0711;SPC AR S     -   462,699.9     236,623.7     MT  (+/- 3 meters HH1 GPS) 
 DL0711
 DL0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS2986775857(NAD 83)
 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
 DL0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0711.See file dsdata.pdf to determine how the superseded data were derived.
 DL0711
 DL0711_MARKER: B = BOLT
 DL0711_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL0711_SP_SET: UNDERGROUND STONE
 DL0711_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0711
 DL0711  HISTORY     - Date     Condition        Report By
 DL0711  HISTORY     - UNK      MONUMENTED       USACE
 DL0711  HISTORY     - 1935     GOOD             CGS
 DL0711
 DL0711                          STATION DESCRIPTION
 DL0711
 DL0711'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 AE2989 ***********************************************************************
 AE2989  CBN         -  This is a Cooperative Base Network Control Station.
 AE2989  DESIGNATION -  AGRONOMY
 AE2989  PID         -  AE2989
 AE2989  STATE/COUNTY-  AR/WASHINGTON
 AE2989  COUNTRY     -  US
 AE2989  USGS QUAD   -  FAYETTEVILLE (2017)
 AE2989
 AE2989                         *CURRENT SURVEY CONTROL
 AE2989  ______________________________________________________________________
 AE2989* NAD 83(2011) POSITION- 36 05 48.77598(N) 094 10 28.54258(W)   ADJUSTED
 AE2989* NAD 83(2011) ELLIP HT-   366.486 (meters)        (06/27/12)   ADJUSTED
 AE2989* NAD 83(2011) EPOCH   -  2010.00
 AE2989* NAVD 88 ORTHO HEIGHT -   394.539 (meters)     1294.42  (feet) ADJUSTED
 AE2989  ______________________________________________________________________
 AE2989  GEOID HEIGHT    -        -28.084 (meters)                     GEOID18
 AE2989  NAD 83(2011) X  -   -375,625.002 (meters)                     COMP
 AE2989  NAD 83(2011) Y  - -5,146,278.684 (meters)                     COMP
 AE2989  NAD 83(2011) Z  -  3,737,099.211 (meters)                     COMP
 AE2989  LAPLACE CORR    -          1.29  (seconds)                    DEFLEC18
 AE2989  DYNAMIC HEIGHT  -        394.185 (meters)     1293.26  (feet) COMP
 AE2989  MODELED GRAVITY -    979,723.2   (mgal)                       NAVD 88
 AE2989
 AE2989  VERT ORDER      -  FIRST     CLASS II
 AE2989
 AE2989  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AE2989  Standards:
 AE2989         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AE2989            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AE2989  -------------------------------------------------------------------
 AE2989  NETWORK    0.76   1.00           0.34   0.27   0.51      0.02854719
 AE2989  -------------------------------------------------------------------
 AE2989  Click here for local accuracies and other accuracy information.
 AE2989
 AE2989.The horizontal coordinates were established by GPS observations
 AE2989.and adjusted by the National Geodetic Survey in June 2012.
 AE2989
 AE2989.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AE2989.been affixed to the stable North American tectonic plate. See 
 AE2989.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AE2989
 AE2989.The horizontal coordinates are valid at the epoch date displayed above
 AE2989.which is a decimal equivalence of Year/Month/Day.
 AE2989
 AE2989.The orthometric height was determined by differential leveling and
 AE2989.adjusted by the NATIONAL GEODETIC SURVEY
 AE2989.in February 2014.
 AE2989
 AE2989.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE2989.GEOID18 height accuracy estimate available here.
 AE2989
 AE2989.Click photographs - Photos may exist for this station.
 AE2989
 AE2989.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2989
 AE2989.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE2989
 AE2989.The ellipsoidal height was determined by GPS observations
 AE2989.and is referenced to NAD 83.
 AE2989
 AE2989.The dynamic height is computed by dividing the NAVD 88
 AE2989.geopotential number by the normal gravity value computed on the
 AE2989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2989.degrees latitude (g = 980.6199 gals.).
 AE2989
 AE2989.The modeled gravity was interpolated from observed gravity values.
 AE2989
 AE2989. The following values were computed from the NAD 83(2011) position.
 AE2989
 AE2989;                    North         East     Units Scale Factor Converg.
 AE2989;SPC AR N     -   197,817.627   204,191.223   MT  0.99997587   -1 15 55.4
 AE2989;SPC AR N     -   649,006.66    669,917.37   sFT  0.99997587   -1 15 55.4
 AE2989;UTM  15      - 3,995,332.784   394,263.881   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  =   0.99991836
 AE2989!UTM  15      -   0.99994248  x   0.99973776  =   0.99968026
 AE2989
 AE2989_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9426395332(NAD 83)
 AE2989
 AE2989                          SUPERSEDED SURVEY CONTROL
 AE2989
 AE2989  NAD 83(2007)-  36 05 48.77604(N)    094 10 28.54327(W) AD(2002.00) 0
 AE2989  ELLIP H (02/10/07)  366.485  (m)                       GP(2002.00)    
 AE2989  ELLIP H (09/21/01)  366.495  (m)                       GP(       ) 4 2
 AE2989  NAD 83(1997)-  36 05 48.77594(N)    094 10 28.54340(W) AD(       ) B
 AE2989  ELLIP H (09/19/97)  366.507  (m)                       GP(       ) 4 1
 AE2989  NAVD 88 (08/05/10)  394.6    (m)  GEOID09  model used  GPS OBS        
 AE2989  NAVD 88 (09/19/97)  394.5    (m)  GEOID96  model used  GPS OBS        
 AE2989
 AE2989.Superseded values are not recommended for survey control.
 AE2989
 AE2989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2989.See file dsdata.pdf to determine how the superseded data were derived.
 AE2989
 AE2989_MARKER: DD = SURVEY DISK
 AE2989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2989_STAMPING: AGRONOMY
 AE2989_MARK LOGO: ARGLS
 AE2989_PROJECTION: FLUSH
 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 - March 19, 2015
 AE2989
 AE2989  HISTORY     - Date     Condition        Report By
 AE2989  HISTORY     - 1997     MONUMENTED       ARGLS
 AE2989  HISTORY     - 19970419 GOOD             NGS
 AE2989  HISTORY     - 20040720 GOOD             ARHD
 AE2989  HISTORY     - 20071219 GOOD             INDIV
 AE2989  HISTORY     - 20100615 GOOD             MCCENG
 AE2989  HISTORY     - 20120131 GOOD             ARHD
 AE2989  HISTORY     - 20131214 GOOD             COMPDA
 AE2989  HISTORY     - 20150319 GOOD             INDIV
 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 DEPARTMENT OF TRANSPORTATION 2004 (VJB)
 AE2989'RECOVERED IN GOOD CONDITION.
 AE2989
 AE2989                          STATION RECOVERY (2007)
 AE2989
 AE2989'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (DLM)
 AE2989'RECOVERED IN GOOD CONDITION.
 AE2989
 AE2989                          STATION RECOVERY (2010)
 AE2989
 AE2989'RECOVERY NOTE BY MCCLELLAND ENGINEERS 2010 (DLM)
 AE2989'RECOVERED AS DESCRIBED.
 AE2989
 AE2989                          STATION RECOVERY (2012)
 AE2989
 AE2989'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (JDH)
 AE2989'RECOVERED AS DESCRIBED.
 AE2989
 AE2989                          STATION RECOVERY (2013)
 AE2989
 AE2989'RECOVERY NOTE BY COMPASSDATA INC 2013 (NK)
 AE2989'RECOVERED IN GOOD CONDITION.
 AE2989
 AE2989                          STATION RECOVERY (2015)
 AE2989
 AE2989'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (JAP)
 AE2989'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0088 ***********************************************************************
 DL0088  DESIGNATION -  AH
 DL0088  PID         -  DL0088
 DL0088  STATE/COUNTY-  AR/UNION
 DL0088  COUNTRY     -  US
 DL0088  USGS QUAD   -  HARRELL BRAKE (2017)
 DL0088
 DL0088                         *CURRENT SURVEY CONTROL
 DL0088  ______________________________________________________________________
 DL0088* NAD 83(1986) POSITION- 33 15 22.     (N) 092 25 51.     (W)   SCALED
 DL0088* NAVD 88 ORTHO HEIGHT -    63.632 (meters)      208.77  (feet) ADJUSTED
 DL0088  ______________________________________________________________________
 DL0088  GEOID HEIGHT    -        -26.244 (meters)                     GEOID18
 DL0088  DYNAMIC HEIGHT  -         63.564 (meters)      208.54  (feet) COMP
 DL0088  MODELED GRAVITY -    979,566.4   (mgal)                       NAVD 88
 DL0088
 DL0088  VERT ORDER      -  FIRST     CLASS II
 DL0088
 DL0088.The horizontal coordinates were scaled from a map and have
 DL0088.an estimated accuracy of +/- 6 seconds.
 DL0088
 DL0088.The orthometric height was determined by differential leveling and
 DL0088.adjusted by the NATIONAL GEODETIC SURVEY
 DL0088.in June 1991.
 DL0088
 DL0088.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0088.GEOID18 height accuracy estimate available here.
 DL0088
 DL0088.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS530798(NAD 83)
 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
 DL0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0088.See file dsdata.pdf to determine how the superseded data were derived.
 DL0088
 DL0088_MARKER: N = NAIL
 DL0088_SETTING: 33 = WOODEN OBJECT (DRIVEN IN A PILE, POLE, TREE OR STUMP)
 DL0088_SP_SET: OAK TREE
 DL0088_STAMPING: AH
 DL0088_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0088
 DL0088  HISTORY     - Date     Condition        Report By
 DL0088  HISTORY     - 1960     MONUMENTED       CGS
 DL0088  HISTORY     - 20040926 MARK NOT FOUND   USPSQD
 DL0088
 DL0088                          STATION DESCRIPTION
 DL0088
 DL0088'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 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  COUNTRY     -  US
 AE2982  USGS QUAD   -  SOUTH FORT SMITH (2017)
 AE2982
 AE2982                         *CURRENT SURVEY CONTROL
 AE2982  ______________________________________________________________________
 AE2982* NAD 83(2011) POSITION- 35 20 38.47019(N) 094 25 19.53324(W)   ADJUSTED
 AE2982* NAD 83(2011) ELLIP HT-   102.687 (meters)        (06/27/12)   ADJUSTED
 AE2982* NAD 83(2011) EPOCH   -  2010.00
 AE2982* NAVD 88 ORTHO HEIGHT -   132.9   (meters)      436.    (feet) GPS OBS
 AE2982  ______________________________________________________________________
 AE2982  NAVD 88 orthometric height was determined with an earlier geoid model
 AE2982  GEOID HEIGHT    -        -30.270 (meters)                     GEOID18
 AE2982  NAD 83(2011) X  -   -401,595.395 (meters)                     COMP
 AE2982  NAD 83(2011) Y  - -5,193,020.013 (meters)                     COMP
 AE2982  NAD 83(2011) Z  -  3,669,124.819 (meters)                     COMP
 AE2982  LAPLACE CORR    -          1.74  (seconds)                    DEFLEC18
 AE2982
 AE2982  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AE2982  Standards:
 AE2982         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AE2982            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AE2982  -------------------------------------------------------------------
 AE2982  NETWORK    0.33   0.43           0.14   0.13   0.22      0.00021596
 AE2982  -------------------------------------------------------------------
 AE2982  Click here for local accuracies and other accuracy information.
 AE2982
 AE2982.The horizontal coordinates were established by GPS observations
 AE2982.and adjusted by the National Geodetic Survey in June 2012.
 AE2982
 AE2982.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AE2982.been affixed to the stable North American tectonic plate. See 
 AE2982.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AE2982
 AE2982.The horizontal coordinates are valid at the epoch date displayed above
 AE2982.which is a decimal equivalence of Year/Month/Day.
 AE2982
 AE2982.The orthometric height was determined by GPS observations and a
 AE2982.high-resolution geoid model.
 AE2982
 AE2982.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE2982.GEOID18 height accuracy estimate available here.
 AE2982
 AE2982.Click photographs - Photos may exist for this station.
 AE2982
 AE2982.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2982
 AE2982.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE2982
 AE2982.The ellipsoidal height was determined by GPS observations
 AE2982.and is referenced to NAD 83.
 AE2982
 AE2982. The following values were computed from the NAD 83(2011) position.
 AE2982
 AE2982;                    North         East     Units Scale Factor Converg.
 AE2982;SPC AR N     -   114,834.598   179,855.383   MT  0.99994468   -1 24 33.9
 AE2982;SPC AR N     -   376,753.18    590,075.54   sFT  0.99994468   -1 24 33.9
 AE2982;UTM  15      - 3,912,122.444   370,772.735   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV7077212122(NAD 83)
 AE2982
 AE2982                          SUPERSEDED SURVEY CONTROL
 AE2982
 AE2982  NAD 83(2007)-  35 20 38.47013(N)    094 25 19.53401(W) AD(2002.00) 0
 AE2982  ELLIP H (02/10/07)  102.708  (m)                       GP(2002.00)    
 AE2982  ELLIP H (07/20/01)  102.688  (m)                       GP(       ) 4 1
 AE2982  NAD 83(1997)-  35 20 38.46998(N)    094 25 19.53430(W) AD(       ) A
 AE2982  ELLIP H (09/19/97)  102.696  (m)                       GP(       ) 3 2
 AE2982  NAVD 88 (09/19/97)  132.9    (m)  GEOID96  model used  GPS OBS        
 AE2982
 AE2982.Superseded values are not recommended for survey control.
 AE2982
 AE2982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2982.See file dsdata.pdf to determine how the superseded data were derived.
 AE2982
 AE2982_MARKER: F = FLANGE-ENCASED 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 - December 19, 2018
 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  HISTORY     - 20181219 GOOD             ARHD
 AE2982
 AE2982                          STATION DESCRIPTION
 AE2982
 AE2982'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 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) .
 AE2982
 AE2982                          STATION RECOVERY (2018)
 AE2982
 AE2982'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (JDH)
 AE2982'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 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  COUNTRY     -  US
 AE2983  USGS QUAD   -  HARRISON (2017)
 AE2983
 AE2983                         *CURRENT SURVEY CONTROL
 AE2983  ______________________________________________________________________
 AE2983* NAD 83(2011) POSITION- 36 11 03.28363(N) 093 01 48.76211(W)   ADJUSTED
 AE2983* NAD 83(2011) ELLIP HT-   328.586 (meters)        (06/27/12)   ADJUSTED
 AE2983* NAD 83(2011) EPOCH   -  2010.00
 AE2983* NAVD 88 ORTHO HEIGHT -   356.872 (meters)     1170.84  (feet) ADJUSTED
 AE2983  ______________________________________________________________________
 AE2983  GEOID HEIGHT    -        -28.283 (meters)                     GEOID18
 AE2983  NAD 83(2011) X  -   -272,465.096 (meters)                     COMP
 AE2983  NAD 83(2011) Y  - -5,147,014.095 (meters)                     COMP
 AE2983  NAD 83(2011) Z  -  3,744,905.866 (meters)                     COMP
 AE2983  LAPLACE CORR    -         -0.68  (seconds)                    DEFLEC18
 AE2983  DYNAMIC HEIGHT  -        356.554 (meters)     1169.79  (feet) COMP
 AE2983  MODELED GRAVITY -    979,730.3   (mgal)                       NAVD 88
 AE2983
 AE2983  VERT ORDER      -  SECOND    CLASS I
 AE2983
 AE2983  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AE2983  Standards:
 AE2983         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AE2983            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AE2983  -------------------------------------------------------------------
 AE2983  NETWORK    0.14   0.29           0.06   0.05   0.15     -0.03313544
 AE2983  -------------------------------------------------------------------
 AE2983  Click here for local accuracies and other accuracy information.
 AE2983
 AE2983.The horizontal coordinates were established by GPS observations
 AE2983.and adjusted by the National Geodetic Survey in June 2012.
 AE2983
 AE2983.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AE2983.been affixed to the stable North American tectonic plate. See 
 AE2983.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AE2983
 AE2983.The horizontal coordinates are valid at the epoch date displayed above
 AE2983.which is a decimal equivalence of Year/Month/Day.
 AE2983
 AE2983.The orthometric height was determined by differential leveling and
 AE2983.adjusted by the NATIONAL GEODETIC SURVEY
 AE2983.in February 2014.
 AE2983
 AE2983.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE2983.GEOID18 height accuracy estimate available here.
 AE2983
 AE2983.Click photographs - Photos may exist for this station.
 AE2983
 AE2983.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2983
 AE2983.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE2983
 AE2983.The ellipsoidal height was determined by GPS observations
 AE2983.and is referenced to NAD 83.
 AE2983
 AE2983.The dynamic height is computed by dividing the NAVD 88
 AE2983.geopotential number by the normal gravity value computed on the
 AE2983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2983.degrees latitude (g = 980.6199 gals.).
 AE2983
 AE2983.The modeled gravity was interpolated from observed gravity values.
 AE2983
 AE2983. The following values were computed from the NAD 83(2011) position.
 AE2983
 AE2983;                    North         East     Units Scale Factor Converg.
 AE2983;SPC AR N     -   205,833.886   307,331.415   MT  0.99999066   -0 35 58.1
 AE2983;SPC AR N     -   675,306.67  1,008,303.15   sFT  0.99999066   -0 35 58.1
 AE2983;UTM  15      - 4,004,384.705   497,283.439   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA9728304384(NAD 83)
 AE2983
 AE2983|---------------------------------------------------------------------|
 AE2983| PID    Reference Object                     Distance      Geod. Az  |
 AE2983|                                                           dddmmss.s |
 AE2983| AE2990 AHTD HAR 2                          279.232 METERS 01755     |
 AE2983|---------------------------------------------------------------------|
 AE2983
 AE2983                          SUPERSEDED SURVEY CONTROL
 AE2983
 AE2983  NAD 83(2007)-  36 11 03.28358(N)    093 01 48.76299(W) AD(2002.00) 0
 AE2983  ELLIP H (02/10/07)  328.611  (m)                       GP(2002.00)    
 AE2983  ELLIP H (07/20/01)  328.601  (m)                       GP(       ) 4 1
 AE2983  NAD 83(1997)-  36 11 03.28319(N)    093 01 48.76294(W) AD(       ) A
 AE2983  ELLIP H (09/19/97)  328.618  (m)                       GP(       ) 3 2
 AE2983  NAVD 88 (07/20/01)  356.9    (m)  GEOID99  model used  GPS OBS        
 AE2983  NAVD 88 (09/19/97)  356.9    (m)  GEOID96  model used  GPS OBS        
 AE2983  NAVD 88 (09/19/97)  356.9    (m)  UNKNOWN  model used  GPS OBS        
 AE2983
 AE2983.Superseded values are not recommended for survey control.
 AE2983
 AE2983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2983.See file dsdata.pdf to determine how the superseded data were derived.
 AE2983
 AE2983_MARKER: F = FLANGE-ENCASED 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 - November 01, 2011
 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  HISTORY     - 20111101 GOOD             ARHD
 AE2983
 AE2983                          STATION DESCRIPTION
 AE2983
 AE2983'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 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 DEPARTMENT OF TRANSPORTATION 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.
 AE2983
 AE2983                          STATION RECOVERY (2011)
 AE2983
 AE2983'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (JDH)
 AE2983'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 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  COUNTRY     -  US
 AE2990  USGS QUAD   -  HARRISON (2017)
 AE2990
 AE2990                         *CURRENT SURVEY CONTROL
 AE2990  ______________________________________________________________________
 AE2990* NAD 83(2011) POSITION- 36 11 11.90319(N) 093 01 45.32296(W)   ADJUSTED
 AE2990* NAD 83(2011) ELLIP HT-   322.951 (meters)        (06/27/12)   ADJUSTED
 AE2990* NAD 83(2011) EPOCH   -  2010.00
 AE2990* NAVD 88 ORTHO HEIGHT -   351.228 (meters)     1152.32  (feet) ADJUSTED
 AE2990  ______________________________________________________________________
 AE2990  GEOID HEIGHT    -        -28.284 (meters)                     GEOID18
 AE2990  NAD 83(2011) X  -   -272,370.747 (meters)                     COMP
 AE2990  NAD 83(2011) Y  - -5,146,857.449 (meters)                     COMP
 AE2990  NAD 83(2011) Z  -  3,745,116.983 (meters)                     COMP
 AE2990  LAPLACE CORR    -         -0.65  (seconds)                    DEFLEC18
 AE2990  DYNAMIC HEIGHT  -        350.915 (meters)     1151.29  (feet) COMP
 AE2990  MODELED GRAVITY -    979,730.9   (mgal)                       NAVD 88
 AE2990
 AE2990  VERT ORDER      -  SECOND    CLASS I
 AE2990
 AE2990  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AE2990  Standards:
 AE2990         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AE2990            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AE2990  -------------------------------------------------------------------
 AE2990  NETWORK    0.47   0.43           0.21   0.17   0.22      0.07025297
 AE2990  -------------------------------------------------------------------
 AE2990  Click here for local accuracies and other accuracy information.
 AE2990
 AE2990.The horizontal coordinates were established by GPS observations
 AE2990.and adjusted by the National Geodetic Survey in June 2012.
 AE2990
 AE2990.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AE2990.been affixed to the stable North American tectonic plate. See 
 AE2990.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AE2990
 AE2990.The horizontal coordinates are valid at the epoch date displayed above
 AE2990.which is a decimal equivalence of Year/Month/Day.
 AE2990
 AE2990.The orthometric height was determined by differential leveling and
 AE2990.adjusted by the NATIONAL GEODETIC SURVEY
 AE2990.in February 2014.
 AE2990
 AE2990.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE2990.GEOID18 height accuracy estimate available here.
 AE2990
 AE2990.Click photographs - Photos may exist for this station.
 AE2990
 AE2990.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2990
 AE2990.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE2990
 AE2990.The ellipsoidal height was determined by GPS observations
 AE2990.and is referenced to NAD 83.
 AE2990
 AE2990.The dynamic height is computed by dividing the NAVD 88
 AE2990.geopotential number by the normal gravity value computed on the
 AE2990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2990.degrees latitude (g = 980.6199 gals.).
 AE2990
 AE2990.The modeled gravity was interpolated from observed gravity values.
 AE2990
 AE2990. The following values were computed from the NAD 83(2011) position.
 AE2990
 AE2990;                    North         East     Units Scale Factor Converg.
 AE2990;SPC AR N     -   206,098.650   307,420.121   MT  0.99999110   -0 35 56.1
 AE2990;SPC AR N     -   676,175.32  1,008,594.18   sFT  0.99999110   -0 35 56.1
 AE2990;UTM  15      - 4,004,650.252   497,369.419   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA9736904650(NAD 83)
 AE2990
 AE2990|---------------------------------------------------------------------|
 AE2990| PID    Reference Object                     Distance      Geod. Az  |
 AE2990|                                                           dddmmss.s |
 AE2990| AE2983 AHTD HAR 1                          279.232 METERS 19755     |
 AE2990|---------------------------------------------------------------------|
 AE2990
 AE2990                          SUPERSEDED SURVEY CONTROL
 AE2990
 AE2990  NAD 83(2007)-  36 11 11.90314(N)    093 01 45.32383(W) AD(2002.00) 0
 AE2990  ELLIP H (02/10/07)  322.976  (m)                       GP(2002.00)    
 AE2990  ELLIP H (09/21/01)  322.964  (m)                       GP(       ) 4 2
 AE2990  NAD 83(1997)-  36 11 11.90286(N)    093 01 45.32394(W) AD(       ) B
 AE2990  ELLIP H (09/19/97)  322.983  (m)                       GP(       ) 4 1
 AE2990  NAVD 88 (09/19/97)  351.2    (m)  GEOID96  model used  GPS OBS        
 AE2990
 AE2990.Superseded values are not recommended for survey control.
 AE2990
 AE2990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2990.See file dsdata.pdf to determine how the superseded data were derived.
 AE2990
 AE2990_MARKER: F = FLANGE-ENCASED ROD
 AE2990_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE2990_STAMPING: AHTD HAR 2 1997
 AE2990_MARK LOGO: ARHD
 AE2990_PROJECTION: FLUSH
 AE2990_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2990_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2990_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2990+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2011
 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  HISTORY     - 20111026 GOOD             ARHD
 AE2990
 AE2990                          STATION DESCRIPTION
 AE2990
 AE2990'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 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.
 AE2990
 AE2990                          STATION RECOVERY (2011)
 AE2990
 AE2990'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (JDH)
 AE2990'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 AE2985 ***********************************************************************
 AE2985  DESIGNATION -  AHTD LR 1
 AE2985  PID         -  AE2985
 AE2985  STATE/COUNTY-  AR/PULASKI
 AE2985  COUNTRY     -  US
 AE2985  USGS QUAD   -  ALEXANDER (2017)
 AE2985
 AE2985                         *CURRENT SURVEY CONTROL
 AE2985  ______________________________________________________________________
 AE2985* NAD 83(2011) POSITION- 34 40 21.44411(N) 092 22 57.18127(W)   ADJUSTED
 AE2985* NAD 83(2011) ELLIP HT-    66.316 (meters)        (06/27/12)   ADJUSTED
 AE2985* NAD 83(2011) EPOCH   -  2010.00
 AE2985* NAVD 88 ORTHO HEIGHT -    92.8   (meters)      304.    (feet) GPS OBS
 AE2985  ______________________________________________________________________
 AE2985  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AE2985  GEOID HEIGHT    -        -26.390 (meters)                     GEOID96
 AE2985  GEOID HEIGHT    -        -26.491 (meters)                     GEOID18
 AE2985  NAD 83(2011) X  -   -218,300.701 (meters)                     COMP
 AE2985  NAD 83(2011) Y  - -5,246,688.145 (meters)                     COMP
 AE2985  NAD 83(2011) Z  -  3,608,095.016 (meters)                     COMP
 AE2985  LAPLACE CORR    -          0.44  (seconds)                    DEFLEC18
 AE2985
 AE2985  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AE2985  Standards:
 AE2985         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AE2985            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AE2985  -------------------------------------------------------------------
 AE2985  NETWORK    0.49   1.25           0.22   0.17   0.64      0.09292220
 AE2985  -------------------------------------------------------------------
 AE2985  Click here for local accuracies and other accuracy information.
 AE2985
 AE2985.The horizontal coordinates were established by GPS observations
 AE2985.and adjusted by the National Geodetic Survey in June 2012.
 AE2985
 AE2985.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AE2985.been affixed to the stable North American tectonic plate. See 
 AE2985.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AE2985
 AE2985.The horizontal coordinates are valid at the epoch date displayed above
 AE2985.which is a decimal equivalence of Year/Month/Day.
 AE2985
 AE2985.The orthometric height was determined by GPS observations and a
 AE2985.high-resolution geoid model.
 AE2985
 AE2985.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE2985.GEOID18 height accuracy estimate available here.
 AE2985
 AE2985.Click photographs - Photos may exist for this station.
 AE2985
 AE2985.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2985
 AE2985.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE2985
 AE2985.The ellipsoidal height was determined by GPS observations
 AE2985.and is referenced to NAD 83.
 AE2985
 AE2985. The following values were computed from the NAD 83(2011) position.
 AE2985
 AE2985;                    North         East     Units Scale Factor Converg.
 AE2985;SPC AR S     -   622,556.763   364,939.930   MT  0.99998038   -0 12 50.8
 AE2985;SPC AR S     - 2,042,504.98  1,197,307.09   sFT  0.99998038   -0 12 50.8
 AE2985;UTM  15      - 3,836,912.620   556,567.175   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  =   0.99962903
 AE2985
 AE2985_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5656736912(NAD 83)
 AE2985
 AE2985|---------------------------------------------------------------------|
 AE2985| PID    Reference Object                     Distance      Geod. Az  |
 AE2985|                                                           dddmmss.s |
 AE2985| AE2992 LR 2                                170.766 METERS 28606     |
 AE2985|---------------------------------------------------------------------|
 AE2985
 AE2985                          SUPERSEDED SURVEY CONTROL
 AE2985
 AE2985  NAD 83(2007)-  34 40 21.44412(N)    092 22 57.18219(W) AD(2002.00) 0
 AE2985  ELLIP H (02/10/07)   66.336  (m)                       GP(2002.00)    
 AE2985  ELLIP H (09/21/01)   66.313  (m)                       GP(       ) 4 1
 AE2985  NAD 83(1997)-  34 40 21.44402(N)    092 22 57.18270(W) AD(       ) A
 AE2985  ELLIP H (09/19/97)   66.316  (m)                       GP(       ) 3 2
 AE2985  NAVD 88 (09/19/97)   92.8    (m)  UNKNOWN  model used  GPS OBS        
 AE2985
 AE2985.Superseded values are not recommended for survey control.
 AE2985
 AE2985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2985.See file dsdata.pdf to determine how the superseded data were derived.
 AE2985
 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 DEPARTMENT OF TRANSPORTATION 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 = MARCH 20, 2026 22:17:28 EDT
 AE2986 ***********************************************************************
 AE2986  DESIGNATION -  AHTD MON 1
 AE2986  PID         -  AE2986
 AE2986  STATE/COUNTY-  AR/DREW
 AE2986  COUNTRY     -  US
 AE2986  USGS QUAD   -  MONTICELLO NORTH (2017)
 AE2986
 AE2986                         *CURRENT SURVEY CONTROL
 AE2986  ______________________________________________________________________
 AE2986* NAD 83(2011) POSITION- 33 39 29.39125(N) 091 48 08.95269(W)   ADJUSTED
 AE2986* NAD 83(2011) ELLIP HT-    61.516 (meters)        (06/27/12)   ADJUSTED
 AE2986* NAD 83(2011) EPOCH   -  2010.00
 AE2986* NAVD 88 ORTHO HEIGHT -    87.2   (meters)      286.    (feet) GPS OBS
 AE2986  ______________________________________________________________________
 AE2986  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AE2986  GEOID HEIGHT    -        -25.636 (meters)                     GEOID96
 AE2986  GEOID HEIGHT    -        -25.744 (meters)                     GEOID18
 AE2986  NAD 83(2011) X  -   -167,160.459 (meters)                     COMP
 AE2986  NAD 83(2011) Y  - -5,311,788.511 (meters)                     COMP
 AE2986  NAD 83(2011) Z  -  3,514,983.655 (meters)                     COMP
 AE2986  LAPLACE CORR    -         -0.20  (seconds)                    DEFLEC18
 AE2986
 AE2986  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AE2986  Standards:
 AE2986         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AE2986            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AE2986  -------------------------------------------------------------------
 AE2986  NETWORK    0.76   1.86           0.34   0.27   0.95      0.13009795
 AE2986  -------------------------------------------------------------------
 AE2986  Click here for local accuracies and other accuracy information.
 AE2986
 AE2986.The horizontal coordinates were established by GPS observations
 AE2986.and adjusted by the National Geodetic Survey in June 2012.
 AE2986
 AE2986.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AE2986.been affixed to the stable North American tectonic plate. See 
 AE2986.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AE2986
 AE2986.The horizontal coordinates are valid at the epoch date displayed above
 AE2986.which is a decimal equivalence of Year/Month/Day.
 AE2986
 AE2986.The orthometric height was determined by GPS observations and a
 AE2986.high-resolution geoid model.
 AE2986
 AE2986.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE2986.GEOID18 height accuracy estimate available here.
 AE2986
 AE2986.Click photographs - Photos may exist for this station.
 AE2986
 AE2986.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2986
 AE2986.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE2986
 AE2986.The ellipsoidal height was determined by GPS observations
 AE2986.and is referenced to NAD 83.
 AE2986
 AE2986. The following values were computed from the NAD 83(2011) position.
 AE2986
 AE2986;                    North         East     Units Scale Factor Converg.
 AE2986;SPC AR S     -   509,987.071   418,318.864   MT  0.99993990   +0 06 38.0
 AE2986;SPC AR S     - 1,673,182.58  1,372,434.47   sFT  0.99993990   +0 06 38.0
 AE2986;UTM  15      - 3,724,898.104   611,031.890   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  =   0.99974233
 AE2986
 AE2986_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT1103124898(NAD 83)
 AE2986
 AE2986|---------------------------------------------------------------------|
 AE2986| PID    Reference Object                     Distance      Geod. Az  |
 AE2986|                                                           dddmmss.s |
 AE2986| AE2993 AHTD MON 2                           38.985 METERS 22847     |
 AE2986|---------------------------------------------------------------------|
 AE2986
 AE2986                          SUPERSEDED SURVEY CONTROL
 AE2986
 AE2986  NAD 83(2007)-  33 39 29.39129(N)    091 48 08.95360(W) AD(2002.00) 0
 AE2986  ELLIP H (02/10/07)   61.536  (m)                       GP(2002.00)    
 AE2986  ELLIP H (09/21/01)   61.526  (m)                       GP(       ) 4 1
 AE2986  NAD 83(1997)-  33 39 29.39127(N)    091 48 08.95374(W) AD(       ) A
 AE2986  ELLIP H (09/19/97)   61.529  (m)                       GP(       ) 3 2
 AE2986  NAVD 88 (09/19/97)   87.3    (m)  UNKNOWN  model used  GPS OBS        
 AE2986
 AE2986.Superseded values are not recommended for survey control.
 AE2986
 AE2986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2986.See file dsdata.pdf to determine how the superseded data were derived.
 AE2986
 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 DEPARTMENT OF TRANSPORTATION 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 = MARCH 20, 2026 22:17:28 EDT
 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  COUNTRY     -  US
 AJ4470  USGS QUAD   -  MONTICELLO NORTH (2017)
 AJ4470
 AJ4470                         *CURRENT SURVEY CONTROL
 AJ4470  ______________________________________________________________________
 AJ4470* NAD 83(2011) POSITION- 33 39 29.39079(N) 091 48 08.95392(W)   ADJUSTED
 AJ4470* NAD 83(2011) ELLIP HT-    61.783 (meters)        (06/27/12)   ADJUSTED
 AJ4470* NAD 83(2011) EPOCH   -  2010.00
 AJ4470* NAVD 88 ORTHO HEIGHT -    87.6   (meters)      287.    (feet) GPS OBS
 AJ4470  ______________________________________________________________________
 AJ4470  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AJ4470  GEOID HEIGHT    -        -25.685 (meters)                     GEOID99
 AJ4470  GEOID HEIGHT    -        -25.744 (meters)                     GEOID18
 AJ4470  NAD 83(2011) X  -   -167,160.498 (meters)                     COMP
 AJ4470  NAD 83(2011) Y  - -5,311,788.740 (meters)                     COMP
 AJ4470  NAD 83(2011) Z  -  3,514,983.791 (meters)                     COMP
 AJ4470  LAPLACE CORR    -         -0.20  (seconds)                    DEFLEC18
 AJ4470
 AJ4470  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ4470  Standards:
 AJ4470         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ4470            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ4470  -------------------------------------------------------------------
 AJ4470  NETWORK    0.17   0.31           0.07   0.07   0.16     -0.09339850
 AJ4470  -------------------------------------------------------------------
 AJ4470  Click here for local accuracies and other accuracy information.
 AJ4470
 AJ4470.The horizontal coordinates were established by GPS observations
 AJ4470.and adjusted by the National Geodetic Survey in June 2012.
 AJ4470
 AJ4470.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ4470.been affixed to the stable North American tectonic plate. See 
 AJ4470.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AJ4470
 AJ4470.The horizontal coordinates are valid at the epoch date displayed above
 AJ4470.which is a decimal equivalence of Year/Month/Day.
 AJ4470
 AJ4470.The orthometric height was determined by GPS observations and a
 AJ4470.high-resolution geoid model.
 AJ4470
 AJ4470.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ4470.GEOID18 height accuracy estimate available here.
 AJ4470
 AJ4470.Click photographs - Photos may exist for this station.
 AJ4470
 AJ4470.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ4470
 AJ4470.The Laplace correction was computed from DEFLEC18 derived deflections.
 AJ4470
 AJ4470.The ellipsoidal height was determined by GPS observations
 AJ4470.and is referenced to NAD 83.
 AJ4470
 AJ4470. The following values were computed from the NAD 83(2011) position.
 AJ4470
 AJ4470;                    North         East     Units Scale Factor Converg.
 AJ4470;SPC AR S     -   509,987.057   418,318.832   MT  0.99993990   +0 06 38.0
 AJ4470;SPC AR S     - 1,673,182.54  1,372,434.37   sFT  0.99993990   +0 06 38.0
 AJ4470;UTM  15      - 3,724,898.089   611,031.859   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT1103124898(NAD 83)
 AJ4470
 AJ4470                          SUPERSEDED SURVEY CONTROL
 AJ4470
 AJ4470  NAD 83(2007)-  33 39 29.39078(N)    091 48 08.95486(W) AD(2002.00) 0
 AJ4470  ELLIP H (02/10/07)   61.812  (m)                       GP(2002.00)    
 AJ4470  NAD 83(1997)-  33 39 29.39056(N)    091 48 08.95475(W) AD(       ) A
 AJ4470  ELLIP H (07/20/01)   61.803  (m)                       GP(       ) 4 1
 AJ4470
 AJ4470.Superseded values are not recommended for survey control.
 AJ4470
 AJ4470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ4470.See file dsdata.pdf to determine how the superseded data were derived.
 AJ4470
 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 = MARCH 20, 2026 22:17:28 EDT
 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  COUNTRY     -  US
 AE2993  USGS QUAD   -  MONTICELLO NORTH (2017)
 AE2993
 AE2993                         *CURRENT SURVEY CONTROL
 AE2993  ______________________________________________________________________
 AE2993* NAD 83(2011) POSITION- 33 39 28.55758(N) 091 48 10.09098(W)   ADJUSTED
 AE2993* NAD 83(2011) ELLIP HT-    62.286 (meters)        (06/27/12)   ADJUSTED
 AE2993* NAD 83(2011) EPOCH   -  2010.00
 AE2993* NAVD 88 ORTHO HEIGHT -    88.1   (meters)      289.    (feet) GPS OBS
 AE2993  ______________________________________________________________________
 AE2993  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AE2993  GEOID HEIGHT    -        -25.636 (meters)                     GEOID96
 AE2993  GEOID HEIGHT    -        -25.744 (meters)                     GEOID18
 AE2993  NAD 83(2011) X  -   -167,190.241 (meters)                     COMP
 AE2993  NAD 83(2011) Y  - -5,311,802.457 (meters)                     COMP
 AE2993  NAD 83(2011) Z  -  3,514,962.702 (meters)                     COMP
 AE2993  LAPLACE CORR    -         -0.19  (seconds)                    DEFLEC18
 AE2993
 AE2993  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AE2993  Standards:
 AE2993         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AE2993            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AE2993  -------------------------------------------------------------------
 AE2993  NETWORK    0.56   1.16           0.26   0.19   0.59      0.06283831
 AE2993  -------------------------------------------------------------------
 AE2993  Click here for local accuracies and other accuracy information.
 AE2993
 AE2993.The horizontal coordinates were established by GPS observations
 AE2993.and adjusted by the National Geodetic Survey in June 2012.
 AE2993
 AE2993.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AE2993.been affixed to the stable North American tectonic plate. See 
 AE2993.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AE2993
 AE2993.The horizontal coordinates are valid at the epoch date displayed above
 AE2993.which is a decimal equivalence of Year/Month/Day.
 AE2993
 AE2993.The orthometric height was determined by GPS observations and a
 AE2993.high-resolution geoid model.
 AE2993
 AE2993.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE2993.GEOID18 height accuracy estimate available here.
 AE2993
 AE2993.Click photographs - Photos may exist for this station.
 AE2993
 AE2993.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2993
 AE2993.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE2993
 AE2993.The ellipsoidal height was determined by GPS observations
 AE2993.and is referenced to NAD 83.
 AE2993
 AE2993. The following values were computed from the NAD 83(2011) position.
 AE2993
 AE2993;                    North         East     Units Scale Factor Converg.
 AE2993;SPC AR S     -   509,961.331   418,289.587   MT  0.99993992   +0 06 37.3
 AE2993;SPC AR S     - 1,673,098.13  1,372,338.42   sFT  0.99993992   +0 06 37.3
 AE2993;UTM  15      - 3,724,872.087   611,002.869   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT1100224872(NAD 83)
 AE2993
 AE2993|---------------------------------------------------------------------|
 AE2993| PID    Reference Object                     Distance      Geod. Az  |
 AE2993|                                                           dddmmss.s |
 AE2993| AE2986 AHTD MON 1                           38.985 METERS 04847     |
 AE2993|---------------------------------------------------------------------|
 AE2993
 AE2993                          SUPERSEDED SURVEY CONTROL
 AE2993
 AE2993  NAD 83(2007)-  33 39 28.55763(N)    091 48 10.09189(W) AD(2002.00) 0
 AE2993  ELLIP H (02/10/07)   62.306  (m)                       GP(2002.00)    
 AE2993  ELLIP H (09/21/01)   62.297  (m)                       GP(       ) 4 2
 AE2993  NAD 83(1997)-  33 39 28.55755(N)    091 48 10.09189(W) AD(       ) B
 AE2993  ELLIP H (09/19/97)   62.299  (m)                       GP(       ) 4 1
 AE2993
 AE2993.Superseded values are not recommended for survey control.
 AE2993
 AE2993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2993.See file dsdata.pdf to determine how the superseded data were derived.
 AE2993
 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 - March 19, 2018
 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  HISTORY     - 20180319 GOOD             ARHD
 AE2993
 AE2993                          STATION DESCRIPTION
 AE2993
 AE2993'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 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.
 AE2993
 AE2993                          STATION RECOVERY (2018)
 AE2993
 AE2993'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (JDH)
 AE2993'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GG0594 ***********************************************************************
 GG0594  DESIGNATION -  AIRPORT
 GG0594  PID         -  GG0594
 GG0594  STATE/COUNTY-  AR/BENTON
 GG0594  COUNTRY     -  US
 GG0594  USGS QUAD   -  ROGERS (2017)
 GG0594
 GG0594                         *CURRENT SURVEY CONTROL
 GG0594  ______________________________________________________________________
 GG0594* NAD 83(1997) POSITION- 36 22 01.23263(N) 094 06 32.01588(W)   ADJUSTED
 GG0594* NAVD 88 ORTHO HEIGHT -   414.    (meters)     1358.    (feet) SCALED
 GG0594  ______________________________________________________________________
 GG0594  GEOID HEIGHT    -        -28.174 (meters)                     GEOID18
 GG0594  LAPLACE CORR    -         -0.15  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0594.GEOID18 height accuracy estimate available here.
 GG0594
 GG0594.Click photographs - Photos may exist for this station.
 GG0594
 GG0594.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0594
 GG0594. The following values were computed from the NAD 83(1997) position.
 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  =   0.99996859
 GG0594!SPC MO W     -   0.99993943  x   0.99995635  =   0.99989578
 GG0594!UTM  15      -   0.99993943  x   0.99972193  =   0.99966138
 GG0594
 GG0594:                Primary Azimuth Mark                     Grid Az
 GG0594:SPC AR N     -  AIRPORT AZ MK                            234 55 11.4
 GG0594:SPC MO W     -  AIRPORT AZ MK                            233 27 38.7
 GG0594:UTM  15      -  AIRPORT AZ MK                            234 21 00.9
 GG0594
 GG0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA0052125227(NAD 83)
 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(1993)-  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
 GG0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0594.See file dsdata.pdf to determine how the superseded data were derived.
 GG0594
 GG0594_MARKER: DS = TRIANGULATION STATION DISK
 GG0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0594_STAMPING: AIRPORT 1961
 GG0594_MARK LOGO: CGS
 GG0594_PROJECTION: FLUSH
 GG0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0594+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FF2102 ***********************************************************************
 FF2102  DESIGNATION -  AIRPORT BCN JONESBORO MUN APT
 FF2102  PID         -  FF2102
 FF2102  STATE/COUNTY-  AR/CRAIGHEAD
 FF2102  COUNTRY     -  US
 FF2102  USGS QUAD   -  JONESBORO (2017)
 FF2102
 FF2102                         *CURRENT SURVEY CONTROL
 FF2102  ______________________________________________________________________
 FF2102* NAD 83(1997) POSITION- 35 50 01.70961(N) 090 39 06.67435(W)   ADJUSTED
 FF2102  ______________________________________________________________________
 FF2102  GEOID HEIGHT    -        -27.849 (meters)                     GEOID18
 FF2102  LAPLACE CORR    -         -1.41  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF2102.GEOID18 height accuracy estimate available here.
 FF2102
 FF2102.Click photographs - Photos may exist for this station.
 FF2102
 FF2102.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF2102
 FF2102. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV1209468060(NAD 83)
 FF2102
 FF2102                          SUPERSEDED SURVEY CONTROL
 FF2102
 FF2102  NAD 83(1995)-  35 50 01.71680(N)    090 39 06.67469(W) AD(       ) 3
 FF2102  NAD 83(1986)-  35 50 01.72109(N)    090 39 06.67405(W) AD(       ) 3
 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
 FF2102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2102.See file dsdata.pdf to determine how the superseded data were derived.
 FF2102
 FF2102_MARKER: 21 = AIRPORT BEACON
 FF2102_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF2102+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2008
 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  HISTORY     - 20081126 GOOD             MSSU
 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.
 FF2102
 FF2102                          STATION RECOVERY (2008)
 FF2102
 FF2102'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2008 (DGB)
 FF2102'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1866 ***********************************************************************
 EJ1866  DESIGNATION -  AIRPORT BEACON MALVERN MUN APT
 EJ1866  PID         -  EJ1866
 EJ1866  STATE/COUNTY-  AR/HOT SPRING
 EJ1866  COUNTRY     -  US
 EJ1866  USGS QUAD   -  MALVERN SOUTH (2017)
 EJ1866
 EJ1866                         *CURRENT SURVEY CONTROL
 EJ1866  ______________________________________________________________________
 EJ1866* NAD 83(1997) POSITION- 34 20 08.90774(N) 092 45 40.70252(W)   ADJUSTED
 EJ1866  ______________________________________________________________________
 EJ1866  GEOID HEIGHT    -        -26.404 (meters)                     GEOID18
 EJ1866  LAPLACE CORR    -          1.82  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1866.GEOID18 height accuracy estimate available here.
 EJ1866
 EJ1866.Click photographs - Photos may exist for this station.
 EJ1866
 EJ1866.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1866
 EJ1866. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT2195599416(NAD 83)
 EJ1866
 EJ1866                          SUPERSEDED SURVEY CONTROL
 EJ1866
 EJ1866  NAD 83(1986)-  34 20 08.91832(N)    092 45 40.69350(W) AD(       ) 3
 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
 EJ1866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1866.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1866
 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 = MARCH 20, 2026 22:17:28 EDT
 GG0598 ***********************************************************************
 GG0598  DESIGNATION -  AIRPORT BN BENTONVILLE MUN APT
 GG0598  PID         -  GG0598
 GG0598  STATE/COUNTY-  AR/BENTON
 GG0598  COUNTRY     -  US
 GG0598  USGS QUAD   -  BENTONVILLE SOUTH (2017)
 GG0598
 GG0598                         *CURRENT SURVEY CONTROL
 GG0598  ______________________________________________________________________
 GG0598* NAD 83(1997) POSITION- 36 20 42.71649(N) 094 13 05.00509(W)   ADJUSTED
 GG0598  ______________________________________________________________________
 GG0598  GEOID HEIGHT    -        -28.149 (meters)                     GEOID18
 GG0598  LAPLACE CORR    -         -0.13  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0598.GEOID18 height accuracy estimate available here.
 GG0598
 GG0598.Click photographs - Photos may exist for this station.
 GG0598
 GG0598.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0598
 GG0598. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA9069722925(NAD 83)
 GG0598
 GG0598                          SUPERSEDED SURVEY CONTROL
 GG0598
 GG0598  NAD 83(1997)-  36 20 42.72165(N)    094 13 05.00831(W) AD(       ) 3
 GG0598  NAD 83(1993)-  36 20 42.72914(N)    094 13 05.00801(W) AD(       ) 3
 GG0598  NAD 83(1986)-  36 20 42.72888(N)    094 13 05.00680(W) AD(       ) 3
 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
 GG0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0598.See file dsdata.pdf to determine how the superseded data were derived.
 GG0598
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1955 ***********************************************************************
 EJ1955  DESIGNATION -  AIRPORT BN HOT SPRINGS MEM FLD
 EJ1955  PID         -  EJ1955
 EJ1955  STATE/COUNTY-  AR/GARLAND
 EJ1955  COUNTRY     -  US
 EJ1955  USGS QUAD   -  HOT SPRINGS SOUTH (2017)
 EJ1955
 EJ1955                         *CURRENT SURVEY CONTROL
 EJ1955  ______________________________________________________________________
 EJ1955* NAD 83(1997) POSITION- 34 28 57.42541(N) 093 05 44.94267(W)   ADJUSTED
 EJ1955  ______________________________________________________________________
 EJ1955  GEOID HEIGHT    -        -27.293 (meters)                     GEOID18
 EJ1955  LAPLACE CORR    -          4.34  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1955.GEOID18 height accuracy estimate available here.
 EJ1955
 EJ1955.Click photographs - Photos may exist for this station.
 EJ1955
 EJ1955.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1955
 EJ1955. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU9120115673(NAD 83)
 EJ1955
 EJ1955                          SUPERSEDED SURVEY CONTROL
 EJ1955
 EJ1955  NAD 83(1986)-  34 28 57.43619(N)    093 05 44.93502(W) AD(       ) 3
 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
 EJ1955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1955.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1955
 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 = MARCH 20, 2026 22:17:28 EDT
 DL0103 ***********************************************************************
 DL0103  DESIGNATION -  AJ
 DL0103  PID         -  DL0103
 DL0103  STATE/COUNTY-  AR/UNION
 DL0103  COUNTRY     -  US
 DL0103  USGS QUAD   -  NEW LONDON (2017)
 DL0103
 DL0103                         *CURRENT SURVEY CONTROL
 DL0103  ______________________________________________________________________
 DL0103* NAD 83(1986) POSITION- 33 13 22.     (N) 092 19 49.     (W)   SCALED
 DL0103* NAVD 88 ORTHO HEIGHT -    34.440 (meters)      112.99  (feet) ADJUSTED
 DL0103  ______________________________________________________________________
 DL0103  GEOID HEIGHT    -        -26.201 (meters)                     GEOID18
 DL0103  DYNAMIC HEIGHT  -         34.403 (meters)      112.87  (feet) COMP
 DL0103  MODELED GRAVITY -    979,566.5   (mgal)                       NAVD 88
 DL0103
 DL0103  VERT ORDER      -  FIRST     CLASS II
 DL0103
 DL0103.The horizontal coordinates were scaled from a map and have
 DL0103.an estimated accuracy of +/- 6 seconds.
 DL0103
 DL0103.The orthometric height was determined by differential leveling and
 DL0103.adjusted by the NATIONAL GEODETIC SURVEY
 DL0103.in June 1991.
 DL0103
 DL0103.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0103.GEOID18 height accuracy estimate available here.
 DL0103
 DL0103.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS624761(NAD 83)
 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
 DL0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0103.See file dsdata.pdf to determine how the superseded data were derived.
 DL0103
 DL0103_MARKER: N = NAIL
 DL0103_SETTING: 33 = WOODEN OBJECT (DRIVEN IN A PILE, POLE, TREE OR STUMP)
 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     - 1960     MONUMENTED       CGS
 DL0103
 DL0103                          STATION DESCRIPTION
 DL0103
 DL0103'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0129 ***********************************************************************
 EJ0129  DESIGNATION -  AKIN
 EJ0129  PID         -  EJ0129
 EJ0129  STATE/COUNTY-  AR/PULASKI
 EJ0129  COUNTRY     -  US
 EJ0129  USGS QUAD   -  LITTLE ROCK (2017)
 EJ0129
 EJ0129                         *CURRENT SURVEY CONTROL
 EJ0129  ______________________________________________________________________
 EJ0129* NAD 83(1986) POSITION- 34 43 23.     (N) 092 15 23.     (W)   SCALED
 EJ0129* NAVD 88 ORTHO HEIGHT -    83.055 (meters)      272.49  (feet) ADJUSTED
 EJ0129  ______________________________________________________________________
 EJ0129  GEOID HEIGHT    -        -26.605 (meters)                     GEOID18
 EJ0129  DYNAMIC HEIGHT  -         82.978 (meters)      272.24  (feet) COMP
 EJ0129  MODELED GRAVITY -    979,705.0   (mgal)                       NAVD 88
 EJ0129
 EJ0129  VERT ORDER      -  SECOND    CLASS 0
 EJ0129
 EJ0129.The horizontal coordinates were scaled from a map and have
 EJ0129.an estimated accuracy of +/- 6 seconds.
 EJ0129
 EJ0129.The orthometric height was determined by differential leveling and
 EJ0129.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0129.in June 1991.
 EJ0129
 EJ0129.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0129.GEOID18 height accuracy estimate available here.
 EJ0129
 EJ0129.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU680425(NAD 83)
 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
 EJ0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0129.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0129
 EJ0129_MARKER: DD = SURVEY DISK
 EJ0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0129_STAMPING: AKIN 1934
 EJ0129_MARK LOGO: CGS+SS
 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             CGS
 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  HISTORY     - 20080214 POOR             ARHD
 EJ0129
 EJ0129                          STATION DESCRIPTION
 EJ0129
 EJ0129'DESCRIBED BY COAST AND 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.
 EJ0129
 EJ0129                          STATION RECOVERY (2008)
 EJ0129
 EJ0129'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2008 (WDA)
 EJ0129'CAP MISSING.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0771 ***********************************************************************
 DL0771  DESIGNATION -  AL
 DL0771  PID         -  DL0771
 DL0771  STATE/COUNTY-  AR/LAFAYETTE
 DL0771  COUNTRY     -  US
 DL0771  USGS QUAD   -  BRADLEY NE (2017)
 DL0771
 DL0771                         *CURRENT SURVEY CONTROL
 DL0771  ______________________________________________________________________
 DL0771* NAD 83(1986) POSITION- 33 14 39.     (N) 093 37 05.     (W)   SCALED
 DL0771* NAVD 88 ORTHO HEIGHT -    78.161 (meters)      256.43  (feet) ADJUSTED
 DL0771  ______________________________________________________________________
 DL0771  GEOID HEIGHT    -        -26.611 (meters)                     GEOID18
 DL0771  DYNAMIC HEIGHT  -         78.077 (meters)      256.16  (feet) COMP
 DL0771  MODELED GRAVITY -    979,560.9   (mgal)                       NAVD 88
 DL0771
 DL0771  VERT ORDER      -  FIRST     CLASS II
 DL0771
 DL0771.The horizontal coordinates were scaled from a map and have
 DL0771.an estimated accuracy of +/- 6 seconds.
 DL0771
 DL0771.The orthometric height was determined by differential leveling and
 DL0771.adjusted by the NATIONAL GEODETIC SURVEY
 DL0771.in June 1991.
 DL0771
 DL0771.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0771.GEOID18 height accuracy estimate available here.
 DL0771
 DL0771.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS424785(NAD 83)
 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
 DL0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0771.See file dsdata.pdf to determine how the superseded data were derived.
 DL0771
 DL0771_MARKER: N = NAIL
 DL0771_SETTING: 33 = WOODEN OBJECT (DRIVEN IN A PILE, POLE, TREE OR STUMP)
 DL0771_SP_SET: OAK TREE
 DL0771_STAMPING: AL
 DL0771_MARK LOGO: CGS
 DL0771_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0771
 DL0771  HISTORY     - Date     Condition        Report By
 DL0771  HISTORY     - 1960     MONUMENTED       CGS
 DL0771
 DL0771                          STATION DESCRIPTION
 DL0771
 DL0771'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 GF0860 ***********************************************************************
 GF0860  DESIGNATION -  ALABAM
 GF0860  PID         -  GF0860
 GF0860  STATE/COUNTY-  AR/MADISON
 GF0860  COUNTRY     -  US
 GF0860  USGS QUAD   -  FORUM (2017)
 GF0860
 GF0860                         *CURRENT SURVEY CONTROL
 GF0860  ______________________________________________________________________
 GF0860* NAD 83(1997) POSITION- 36 08 30.06639(N) 093 40 46.96790(W)   ADJUSTED
 GF0860* NAVD 88 ORTHO HEIGHT -   449.688 (meters)     1475.35  (feet) ADJUSTED
 GF0860  ______________________________________________________________________
 GF0860  GEOID HEIGHT    -        -28.027 (meters)                     GEOID18
 GF0860  LAPLACE CORR    -          0.08  (seconds)                    DEFLEC18
 GF0860  DYNAMIC HEIGHT  -        449.280 (meters)     1474.01  (feet) COMP
 GF0860  MODELED GRAVITY -    979,710.9   (mgal)                       NAVD 88
 GF0860
 GF0860  HORZ ORDER      -  FIRST
 GF0860  VERT ORDER      -  SECOND    CLASS I
 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 orthometric height was determined by differential leveling and
 GF0860.adjusted by the NATIONAL GEODETIC SURVEY
 GF0860.in January 2026.
 GF0860
 GF0860.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0860.GEOID18 height accuracy estimate available here.
 GF0860
 GF0860.Click photographs - Photos may exist for this station.
 GF0860
 GF0860.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0860
 GF0860.The dynamic height is computed by dividing the NAVD 88
 GF0860.geopotential number by the normal gravity value computed on the
 GF0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GF0860.degrees latitude (g = 980.6199 gals.).
 GF0860
 GF0860.The modeled gravity was interpolated from observed gravity values.
 GF0860
 GF0860. The following values were computed from the NAD 83(1997) position.
 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     -   0.99993383  x   0.99998317  =   0.99991700
 GF0860!UTM  15      -   0.99993383  x   0.99964608  =   0.99957993
 GF0860
 GF0860:                Primary Azimuth Mark                     Grid Az
 GF0860:SPC AR N     -  R 143                                    180 22 11.9
 GF0860:UTM  15      -  R 143                                    179 47 36.4
 GF0860
 GF0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV3884899877(NAD 83)
 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(1993)-  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
 GF0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0860.See file dsdata.pdf to determine how the superseded data were derived.
 GF0860
 GF0860_MARKER: DS = TRIANGULATION STATION DISK
 GF0860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0860_STAMPING: ALABAM 1971
 GF0860_MARK LOGO: CGS
 GF0860_PROJECTION: PROJECTING 10 CENTIMETERS
 GF0860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0860+STABILITY: SURFACE MOTION
 GF0860_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GF0860+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2025
 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  HISTORY     - 20250729 GOOD             ARHD
 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.
 GF0860
 GF0860                          STATION RECOVERY (2025)
 GF0860
 GF0860'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2025 (JH)
 GF0860'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1681 ***********************************************************************
 FG1681  DESIGNATION -  ALCO
 FG1681  PID         -  FG1681
 FG1681  STATE/COUNTY-  AR/STONE
 FG1681  COUNTRY     -  US
 FG1681  USGS QUAD   -  LANDIS (2017)
 FG1681
 FG1681                         *CURRENT SURVEY CONTROL
 FG1681  ______________________________________________________________________
 FG1681* NAD 83(1997) POSITION- 35 52 44.91306(N) 092 22 35.16671(W)   ADJUSTED
 FG1681* NAVD 88 ORTHO HEIGHT -   573.    (meters)     1880.    (feet) SCALED
 FG1681  ______________________________________________________________________
 FG1681  GEOID HEIGHT    -        -27.868 (meters)                     GEOID18
 FG1681  LAPLACE CORR    -          0.83  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1681.GEOID18 height accuracy estimate available here.
 FG1681
 FG1681.Click photographs - Photos may exist for this station.
 FG1681
 FG1681.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1681
 FG1681. The following values were computed from the NAD 83(1997) position.
 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     -   0.99991443  x   0.99994914  =   0.99986357
 FG1681!UTM  15      -   0.99991443  x   0.99963904  =   0.99955350
 FG1681
 FG1681:                Primary Azimuth Mark                     Grid Az
 FG1681:SPC AR N     -  BARR                                     274 15 42.0
 FG1681:UTM  15      -  BARR                                     273 40 37.7
 FG1681
 FG1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV5628670723(NAD 83)
 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
 FG1681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1681.See file dsdata.pdf to determine how the superseded data were derived.
 FG1681
 FG1681_MARKER: DS = TRIANGULATION STATION DISK
 FG1681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1681_STAMPING: ALCO 1953
 FG1681_MARK LOGO: CGS
 FG1681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1681+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1728 ***********************************************************************
 EJ1728  DESIGNATION -  ALEXANDER
 EJ1728  PID         -  EJ1728
 EJ1728  STATE/COUNTY-  AR/SALINE
 EJ1728  COUNTRY     -  US
 EJ1728  USGS QUAD   -  BRYANT (2017)
 EJ1728
 EJ1728                         *CURRENT SURVEY CONTROL
 EJ1728  ______________________________________________________________________
 EJ1728* NAD 83(1997) POSITION- 34 37 07.66769(N) 092 26 13.13207(W)   ADJUSTED
 EJ1728* NAVD 88 ORTHO HEIGHT -   174.    (meters)      571.    (feet) SCALED
 EJ1728  ______________________________________________________________________
 EJ1728  GEOID HEIGHT    -        -26.407 (meters)                     GEOID18
 EJ1728  LAPLACE CORR    -          0.20  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1728.GEOID18 height accuracy estimate available here.
 EJ1728
 EJ1728.Click photographs - Photos may exist for this station.
 EJ1728
 EJ1728.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1728
 EJ1728. The following values were computed from the NAD 83(1997) position.
 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     -   0.99997684  x   0.99997036  =   0.99994720
 EJ1728!UTM  15      -   0.99997684  x   0.99963283  =   0.99960968
 EJ1728
 EJ1728:                Primary Azimuth Mark                     Grid Az
 EJ1728:SPC AR S     -  ALEXANDER RM 3 AZIMUTH                   347 48 31.7
 EJ1728:UTM  15      -  ALEXANDER RM 3 AZIMUTH                   347 14 39.7
 EJ1728
 EJ1728_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5161330914(NAD 83)
 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
 EJ1728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1728.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1728
 EJ1728_MARKER: DS = TRIANGULATION STATION DISK
 EJ1728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1728_STAMPING: ALEXANDER 1964
 EJ1728_MARK LOGO: CGS
 EJ1728_PROJECTION: FLUSH
 EJ1728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1728+STABILITY: SURFACE MOTION
 EJ1728
 EJ1728  HISTORY     - Date     Condition        Report By
 EJ1728  HISTORY     - 1964     MONUMENTED       CGS
 EJ1728  HISTORY     - 19980425 GOOD             USPSQD
 EJ1728  HISTORY     - 20180317 MARK NOT FOUND   MSSU
 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.
 EJ1728
 EJ1728                          STATION RECOVERY (2018)
 EJ1728
 EJ1728'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2018 (DW)
 EJ1728'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1721 ***********************************************************************
 EJ1721  DESIGNATION -  ALEXANDER MC RAE SANATORIUM TK
 EJ1721  PID         -  EJ1721
 EJ1721  STATE/COUNTY-  AR/SALINE
 EJ1721  COUNTRY     -  US
 EJ1721  USGS QUAD   -  BRYANT (2017)
 EJ1721
 EJ1721                         *CURRENT SURVEY CONTROL
 EJ1721  ______________________________________________________________________
 EJ1721* NAD 83(1997) POSITION- 34 37 05.58267(N) 092 26 50.85728(W)   ADJUSTED
 EJ1721  ______________________________________________________________________
 EJ1721  GEOID HEIGHT    -        -26.409 (meters)                     GEOID18
 EJ1721  LAPLACE CORR    -          0.51  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1721.GEOID18 height accuracy estimate available here.
 EJ1721
 EJ1721.Click photographs - Photos may exist for this station.
 EJ1721
 EJ1721.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1721
 EJ1721. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5065330844(NAD 83)
 EJ1721
 EJ1721                          SUPERSEDED SURVEY CONTROL
 EJ1721
 EJ1721  NAD 83(1986)-  34 37 05.59378(N)    092 26 50.84822(W) AD(       ) 3
 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
 EJ1721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1721.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1721
 EJ1721_MARKER: 53 = ELEVATED TANK
 EJ1721_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EJ1721+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2012
 EJ1721
 EJ1721  HISTORY     - Date     Condition        Report By
 EJ1721  HISTORY     - 1964     FIRST OBSERVED   CGS
 EJ1721  HISTORY     - 19980425 GOOD             USPSQD
 EJ1721  HISTORY     - 20120107 GOOD             GEOCAC
 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.
 EJ1721
 EJ1721                          STATION RECOVERY (2012)
 EJ1721
 EJ1721'RECOVERY NOTE BY GEOCACHING 2012 (JA)
 EJ1721'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1724 ***********************************************************************
 EJ1724  DESIGNATION -  ALEXANDER RAD STA KKE 92 MAST
 EJ1724  PID         -  EJ1724
 EJ1724  STATE/COUNTY-  AR/SALINE
 EJ1724  COUNTRY     -  US
 EJ1724  USGS QUAD   -  BRYANT (2017)
 EJ1724
 EJ1724                         *CURRENT SURVEY CONTROL
 EJ1724  ______________________________________________________________________
 EJ1724* NAD 83(1997) POSITION- 34 37 13.08257(N) 092 26 15.95828(W)   ADJUSTED
 EJ1724  ______________________________________________________________________
 EJ1724  GEOID HEIGHT    -        -26.409 (meters)                     GEOID18
 EJ1724  LAPLACE CORR    -          0.27  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1724.GEOID18 height accuracy estimate available here.
 EJ1724
 EJ1724.Click photographs - Photos may exist for this station.
 EJ1724
 EJ1724.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1724
 EJ1724. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5154031080(NAD 83)
 EJ1724
 EJ1724                          SUPERSEDED SURVEY CONTROL
 EJ1724
 EJ1724  NAD 83(1986)-  34 37 13.09387(N)    092 26 15.94912(W) AD(       ) 3
 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
 EJ1724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1724.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1724
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1772 ***********************************************************************
 FF1772  DESIGNATION -  ALICIA
 FF1772  PID         -  FF1772
 FF1772  STATE/COUNTY-  AR/LAWRENCE
 FF1772  COUNTRY     -  US
 FF1772  USGS QUAD   -  ALICIA (2017)
 FF1772
 FF1772                         *CURRENT SURVEY CONTROL
 FF1772  ______________________________________________________________________
 FF1772* NAD 83(1997) POSITION- 35 54 59.85494(N) 091 04 10.28256(W)   ADJUSTED
 FF1772* NAVD 88 ORTHO HEIGHT -    76.    (meters)      249.    (feet) SCALED
 FF1772  ______________________________________________________________________
 FF1772  GEOID HEIGHT    -        -27.958 (meters)                     GEOID18
 FF1772  LAPLACE CORR    -          1.03  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1772.GEOID18 height accuracy estimate available here.
 FF1772
 FF1772.Click photographs - Photos may exist for this station.
 FF1772
 FF1772.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1772
 FF1772. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999245  x   0.99995271  =   0.99994516
 FF1772!UTM  15      -   0.99999245  x   0.99997386  =   0.99996631
 FF1772
 FF1772:                Primary Azimuth Mark                     Grid Az
 FF1772:SPC AR N     -  SWIFTON                                  209 17 28.3
 FF1772:UTM  15      -  SWIFTON                                  208 41 59.7
 FF1772
 FF1772_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV7418276422(NAD 83)
 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(1995)-  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
 FF1772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1772.See file dsdata.pdf to determine how the superseded data were derived.
 FF1772
 FF1772_MARKER: DS = TRIANGULATION STATION DISK
 FF1772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1772_STAMPING: ALICIA 1954
 FF1772_MARK LOGO: CGS
 FF1772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1772+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1942 ***********************************************************************
 EJ1942  DESIGNATION -  ALLEN
 EJ1942  PID         -  EJ1942
 EJ1942  STATE/COUNTY-  AR/YELL
 EJ1942  COUNTRY     -  US
 EJ1942  USGS QUAD   -  ONYX (2017)
 EJ1942
 EJ1942                         *CURRENT SURVEY CONTROL
 EJ1942  ______________________________________________________________________
 EJ1942* NAD 83(1997) POSITION- 34 51 09.96774(N) 093 28 14.07982(W)   ADJUSTED
 EJ1942* NAVD 88 ORTHO HEIGHT -   467.0   (meters)     1532.    (feet) VERTCON3
 EJ1942  ______________________________________________________________________
 EJ1942  GEOID HEIGHT    -        -29.245 (meters)                     GEOID18
 EJ1942  LAPLACE CORR    -          3.07  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1942.GEOID18 height accuracy estimate available here.
 EJ1942
 EJ1942.Click photographs - Photos may exist for this station.
 EJ1942
 EJ1942.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1942
 EJ1942. The following values were computed from the NAD 83(1997) position.
 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     -   0.99993130  x   1.00001681  =   0.99994810
 EJ1942!SPC AR S     -   0.99993130  x   1.00002034  =   0.99995163
 EJ1942!UTM  15      -   0.99993130  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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU5698256816(NAD 83)
 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(1993)-  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
 EJ1942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1942.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1942
 EJ1942_MARKER: DS = TRIANGULATION STATION DISK
 EJ1942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1942_STAMPING: ALLEN 1956
 EJ1942_MARK LOGO: CGS
 EJ1942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1942+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1664 ***********************************************************************
 FG1664  DESIGNATION -  ALLRED RESET
 FG1664  PID         -  FG1664
 FG1664  STATE/COUNTY-  AR/STONE
 FG1664  COUNTRY     -  US
 FG1664  USGS QUAD   -  FIFTYSIX (2017)
 FG1664
 FG1664                         *CURRENT SURVEY CONTROL
 FG1664  ______________________________________________________________________
 FG1664* NAD 83(1997) POSITION- 35 56 42.56706(N) 092 08 25.44915(W)   ADJUSTED
 FG1664* NAVD 88 ORTHO HEIGHT -   280.    (meters)      919.    (feet) SCALED
 FG1664  ______________________________________________________________________
 FG1664  GEOID HEIGHT    -        -27.847 (meters)                     GEOID18
 FG1664  LAPLACE CORR    -          0.35  (seconds)                    DEFLEC18
 FG1664  HORZ ORDER      -  SECOND
 FG1664
 FG1664.The horizontal coordinates were established by classical geodetic methods
 FG1664.and adjusted by the National Geodetic Survey in September 1999.
 FG1664
 FG1664.The orthometric height was scaled from a topographic map.
 FG1664
 FG1664.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1664.GEOID18 height accuracy estimate available here.
 FG1664
 FG1664.Click photographs - Photos may exist for this station.
 FG1664
 FG1664.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1664
 FG1664. The following values were computed from the NAD 83(1997) position.
 FG1664
 FG1664;                    North         East     Units Scale Factor Converg.
 FG1664;SPC AR N     -   178,829.627   387,332.595   MT  0.99995572   -0 04 54.1
 FG1664;SPC AR N     -   586,710.20  1,270,773.69   sFT  0.99995572   -0 04 54.1
 FG1664;UTM  15      - 3,978,207.050   577,527.993   MT  0.99967406   +0 30 16.6
 FG1664
 FG1664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1664!SPC AR N     -   0.99996041  x   0.99995572  =   0.99991613
 FG1664!UTM  15      -   0.99996041  x   0.99967406  =   0.99963448
 FG1664
 FG1664:                Primary Azimuth Mark                     Grid Az
 FG1664:SPC AR N     -  IRONS MT                                 130 33 07.1
 FG1664:UTM  15      -  IRONS MT                                 129 57 56.4
 FG1664
 FG1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV7752778207(NAD 83)
 FG1664
 FG1664|---------------------------------------------------------------------|
 FG1664| PID    Reference Object                     Distance      Geod. Az  |
 FG1664|                                                           dddmmss.s |
 FG1664| FG1661 IRONS MT                            APPROX.14.6 KM 1302813.0 |
 FG1664| CI0037 ALLRED RM 1                          11.890 METERS 19600     |
 FG1664| CI0039 ALLRED RM 3                          13.783 METERS 28342     |
 FG1664| CI0038 ALLRED RM 2                          10.965 METERS 31015     |
 FG1664|---------------------------------------------------------------------|
 FG1664
 FG1664                          SUPERSEDED SURVEY CONTROL
 FG1664
 FG1664  NAD 83(1986)-  35 56 42.57896(N)    092 08 25.44865(W) AD(       ) 2
 FG1664  NAD 27      -  35 56 42.31300(N)    092 08 24.88900(W) AD(       ) 2
 FG1664
 FG1664.Superseded values are not recommended for survey control.
 FG1664
 FG1664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1664.See file dsdata.pdf to determine how the superseded data were derived.
 FG1664
 FG1664_MARKER: DS = TRIANGULATION STATION DISK
 FG1664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1664_STAMPING: ALLRED 1953 1972
 FG1664_MARK LOGO: CGS
 FG1664_PROJECTION: FLUSH
 FG1664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1664+STABILITY: SURFACE MOTION
 FG1664
 FG1664  HISTORY     - Date     Condition        Report By
 FG1664  HISTORY     - 1972     MONUMENTED       NGS
 FG1664
 FG1664                          STATION DESCRIPTION
 FG1664
 FG1664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 FG1664'THE SURFACE STATION MARK AND REFERENCE MARK 2 WERE DESTROYED WHEN THE
 FG1664'AREA WAS CLEARED OF BRUSH.  THE UNDERGROUND STATION MARK AND
 FG1664'REFERENCE MARK 1 WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE
 FG1664'UNDERGROUND STATION DISK APPEARED TO BE CEMENTED IN A DRILL HOLE
 FG1664'IN BEDROCK, 2 FEET BELOW THE GROUND SURFACE.  THE DISTANCE TO
 FG1664'REFERENCE MARK 1 CHECKED THE PREVIOUS DISTANCE.  A NEW SURFACE
 FG1664'STATION MARK WAS SET DIRECTLY OVER THE UNDERGROUND STATION MARK
 FG1664'AND REFERENCE MARK 3 WAS ESTABLISHED THIS DATE.
 FG1664'
 FG1664'THE ROUTE TO REACH THE STATION IS ADEQUATE FOR RECOVERY.
 FG1664'
 FG1664'FOLLOWING IS A NEW DESCRIPTION FOR THE MARKS.
 FG1664'
 FG1664'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED ALLRED 1953 1972,
 FG1664'SET IN THE TOP OF A 16 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 FG1664'FLUSH WITH THE GROUND SURFACE.  IT IS 99 FEET NORTH OF THE
 FG1664'NORTHEAST CORNER OF A HOUSE, 80 FEET NORTHEAST OF A 16-INCH WHITE
 FG1664'MAPLE TREE, 24 FEET EAST OF THE CENTER OF A DRIVEWAY AND 2.3 FEET
 FG1664'WEST OF A METAL WITNESS POST.
 FG1664'
 FG1664'REFERENCE MARK 1 IS A STANDARD DISK STAMPED ALLRED NO 1 1953, SET
 FG1664'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH
 FG1664'THE GROUND SURFACE.  IT IS 60 FEET NORTH OF THE NORTHEAST CORNER
 FG1664'OF A HOUSE AND 50.5 FEET EAST-NORTHEAST OF THE 16-INCH WHITE MAPLE
 FG1664'TREE.
 FG1664'
 FG1664'REFERENCE MARK 3 IS A STANDARD DISK STAMPED ALLRED 1953 NO 3 1972,
 FG1664'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 FG1664'FLUSH WITH THE GROUND SURFACE.  IT IS 68 FEET NORTH OF THE 16-INCH
 FG1664'WHITE MAPLE TREE, 47.5 FEET WEST OF THE METAL WITNESS POST AND 20
 FG1664'FEET WEST OF THE CENTER OF THE DRIVEWAY.
 FG1664'
 FG1664'HORIZONTAL DISTANCE TO REFERENCE MARK NO. 1 IS 39.01 FEET.
 FG1664'
 FG1664'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES
 FG1664'WEST-NORTHWEST OF ALLISON.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0120 ***********************************************************************
 EJ0120  DESIGNATION -  ALLY
 EJ0120  PID         -  EJ0120
 EJ0120  STATE/COUNTY-  AR/PULASKI
 EJ0120  COUNTRY     -  US
 EJ0120  USGS QUAD   -  SWEET HOME (2017)
 EJ0120
 EJ0120                         *CURRENT SURVEY CONTROL
 EJ0120  ______________________________________________________________________
 EJ0120* NAD 83(1986) POSITION- 34 42 23.     (N) 092 13 49.     (W)   SCALED
 EJ0120* NAVD 88 ORTHO HEIGHT -    89.148 (meters)      292.48  (feet) ADJUSTED
 EJ0120  ______________________________________________________________________
 EJ0120  GEOID HEIGHT    -        -26.588 (meters)                     GEOID18
 EJ0120  DYNAMIC HEIGHT  -         89.065 (meters)      292.21  (feet) COMP
 EJ0120  MODELED GRAVITY -    979,699.5   (mgal)                       NAVD 88
 EJ0120
 EJ0120  VERT ORDER      -  FIRST     CLASS II
 EJ0120
 EJ0120.The horizontal coordinates were scaled from a map and have
 EJ0120.an estimated accuracy of +/- 6 seconds.
 EJ0120
 EJ0120.The orthometric height was determined by differential leveling and
 EJ0120.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0120.in June 1991.
 EJ0120
 EJ0120.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0120.GEOID18 height accuracy estimate available here.
 EJ0120
 EJ0120.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU704407(NAD 83)
 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
 EJ0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0120.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0120
 EJ0120_MARKER: DD = SURVEY DISK
 EJ0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0120_STAMPING: ALLY 1934
 EJ0120_MARK LOGO: CGS+SS
 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             CGS
 EJ0120  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0120
 EJ0120                          STATION DESCRIPTION
 EJ0120
 EJ0120'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FF1553 ***********************************************************************
 FF1553  DESIGNATION -  ALMOND
 FF1553  PID         -  FF1553
 FF1553  STATE/COUNTY-  AR/CLEBURNE
 FF1553  COUNTRY     -  US
 FF1553  USGS QUAD   -  CONCORD (2017)
 FF1553
 FF1553                         *CURRENT SURVEY CONTROL
 FF1553  ______________________________________________________________________
 FF1553* NAD 83(1997) POSITION- 35 41 50.38955(N) 091 47 41.67449(W)   ADJUSTED
 FF1553* NAVD 88 ORTHO HEIGHT -   368.621 (meters)     1209.38  (feet) ADJUSTED
 FF1553  ______________________________________________________________________
 FF1553  GEOID HEIGHT    -        -27.394 (meters)                     GEOID18
 FF1553  LAPLACE CORR    -         -0.33  (seconds)                    DEFLEC18
 FF1553  DYNAMIC HEIGHT  -        368.286 (meters)     1208.29  (feet) COMP
 FF1553  MODELED GRAVITY -    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 and
 FF1553.adjusted by the NATIONAL GEODETIC SURVEY
 FF1553.in June 1991.
 FF1553
 FF1553.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1553.GEOID18 height accuracy estimate available here.
 FF1553
 FF1553.Click photographs - Photos may exist for this station.
 FF1553
 FF1553.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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     -   0.99994645  x   0.99993788  =   0.99988433
 FF1553!UTM  15      -   0.99994645  x   0.99974648  =   0.99969294
 FF1553
 FF1553:                Primary Azimuth Mark                     Grid Az
 FF1553:SPC AR N     -  ALMOND AZ MK RESET                       240 01 13.4
 FF1553:UTM  15      -  ALMOND AZ MK RESET                       239 26 11.3
 FF1553
 FF1553_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV0902851047(NAD 83)
 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             368.54   (m)         1209.1    (f) LEVELING    3  
 FF1553  NGVD 29 (11/26/84)  368.539  (m)         1209.12   (f) ADJUSTED    2 0
 FF1553
 FF1553.Superseded values are not recommended for survey control.
 FF1553
 FF1553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1553.See file dsdata.pdf to determine how the superseded data were derived.
 FF1553
 FF1553_MARKER: DS = TRIANGULATION STATION DISK
 FF1553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1553_STAMPING: ALMOND 1934
 FF1553_MARK LOGO: CGS
 FF1553_PROJECTION: FLUSH
 FF1553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1553+STABILITY: SURFACE MOTION
 FF1553_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1553+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2014
 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  HISTORY     - 20111109 GOOD             ARHD
 FF1553  HISTORY     - 20141014 GOOD             ARHD
 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.
 FF1553
 FF1553                          STATION RECOVERY (2011)
 FF1553
 FF1553'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (KWS)
 FF1553'RECOVERED IN GOOD CONDITION.
 FF1553
 FF1553                          STATION RECOVERY (2014)
 FF1553
 FF1553'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (JDH)
 FF1553'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1741 ***********************************************************************
 FF1741  DESIGNATION -  ALMOND AZ MK RESET
 FF1741  PID         -  FF1741
 FF1741  STATE/COUNTY-  AR/CLEBURNE
 FF1741  COUNTRY     -  US
 FF1741  USGS QUAD   -  CONCORD (2017)
 FF1741
 FF1741                         *CURRENT SURVEY CONTROL
 FF1741  ______________________________________________________________________
 FF1741* NAD 83(1986) POSITION- 35 41 46.     (N) 091 47 54.     (W)   SCALED
 FF1741* NAVD 88 ORTHO HEIGHT -   362.72  (meters)     1190.0   (feet) RESET
 FF1741  ______________________________________________________________________
 FF1741  GEOID HEIGHT    -        -27.391 (meters)                     GEOID18
 FF1741  VERT ORDER      -  THIRD
 FF1741
 FF1741.The horizontal coordinates were scaled from a map and have
 FF1741.an estimated accuracy of +/- 6 seconds.
 FF1741
 FF1741.The orthometric height was computed from unverified reset data.
 FF1741
 FF1741.No vertical observational check was made to the station.
 FF1741
 FF1741.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1741.GEOID18 height accuracy estimate available here.
 FF1741
 FF1741.Click photographs - Photos may exist for this station.
 FF1741
 FF1741;                    North         East    Units  Estimated Accuracy
 FF1741;SPC AR N     -   151,210.      418,250.      MT  (+/- 180 meters Scaled)
 FF1741
 FF1741_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV087509(NAD 83)
 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
 FF1741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1741.See file dsdata.pdf to determine how the superseded data were derived.
 FF1741
 FF1741_MARKER: DZ = AZIMUTH MARK DISK
 FF1741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1741_STAMPING: ALMOND 1934 RESET 1954
 FF1741_MARK LOGO: CGS
 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  HISTORY     - 20111109 MARK NOT FOUND   ARHD
 FF1741
 FF1741                          STATION DESCRIPTION
 FF1741
 FF1741'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 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.
 FF1741
 FF1741                          STATION RECOVERY (2011)
 FF1741
 FF1741'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (KWS)
 FF1741'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1882 ***********************************************************************
 FF1882  DESIGNATION -  ALMOND LOOKOUT TOWER
 FF1882  PID         -  FF1882
 FF1882  STATE/COUNTY-  AR/INDEPENDENCE
 FF1882  COUNTRY     -  US
 FF1882  USGS QUAD   -  CONCORD (2017)
 FF1882
 FF1882                         *CURRENT SURVEY CONTROL
 FF1882  ______________________________________________________________________
 FF1882* NAD 83(1997) POSITION- 35 41 38.83965(N) 091 47 17.37687(W)   ADJUSTED
 FF1882  ______________________________________________________________________
 FF1882  GEOID HEIGHT    -        -27.391 (meters)                     GEOID18
 FF1882  LAPLACE CORR    -         -0.65  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1882.GEOID18 height accuracy estimate available here.
 FF1882
 FF1882.Click photographs - Photos may exist for this station.
 FF1882
 FF1882.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1882
 FF1882. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV0964350699(NAD 83)
 FF1882
 FF1882                          SUPERSEDED SURVEY CONTROL
 FF1882
 FF1882  NAD 83(1986)-  35 41 38.85161(N)    091 47 17.37630(W) AD(       ) 3
 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
 FF1882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1882.See file dsdata.pdf to determine how the superseded data were derived.
 FF1882
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1552 ***********************************************************************
 FF1552  DESIGNATION -  ALMOND RM 1
 FF1552  PID         -  FF1552
 FF1552  STATE/COUNTY-  AR/CLEBURNE
 FF1552  COUNTRY     -  US
 FF1552  USGS QUAD   -  CONCORD (2017)
 FF1552
 FF1552                         *CURRENT SURVEY CONTROL
 FF1552  ______________________________________________________________________
 FF1552* NAD 83(1986) POSITION- 35 41 50.17   (N) 091 47 46.17   (W)   HD_HELD1
 FF1552* NAVD 88 ORTHO HEIGHT -   366.817 (meters)     1203.47  (feet) ADJUSTED
 FF1552  ______________________________________________________________________
 FF1552  GEOID HEIGHT    -        -27.393 (meters)                     GEOID18
 FF1552  DYNAMIC HEIGHT  -        366.483 (meters)     1202.37  (feet) COMP
 FF1552  MODELED GRAVITY -    979,713.8   (mgal)                       NAVD 88
 FF1552
 FF1552  VERT ORDER      -  SECOND    CLASS 0
 FF1552
 FF1552.The horizontal coordinates were determined by differentially corrected
 FF1552.hand held GPS observations or other comparable positioning techniques
 FF1552.and have an estimated accuracy of +/- 3 meters.
 FF1552
 FF1552.The orthometric height was determined by differential leveling and
 FF1552.adjusted by the NATIONAL GEODETIC SURVEY
 FF1552.in June 1991.
 FF1552
 FF1552.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1552.GEOID18 height accuracy estimate available here.
 FF1552
 FF1552.Click photographs - Photos may exist for this station.
 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     -   151,336.6     418,447.9     MT  (+/- 3 meters HH1 GPS) 
 FF1552
 FF1552_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV0891551039(NAD 83)
 FF1552
 FF1552                          SUPERSEDED SURVEY CONTROL
 FF1552
 FF1552  NGVD 29 (11/26/84)  366.735  (m)         1203.20   (f) ADJUSTED    2 0
 FF1552
 FF1552.Superseded values are not recommended for survey control.
 FF1552
 FF1552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1552.See file dsdata.pdf to determine how the superseded data were derived.
 FF1552
 FF1552_MARKER: DR = REFERENCE MARK DISK
 FF1552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1552_STAMPING: ALMOND NO 1 1934
 FF1552_MARK LOGO: CGS
 FF1552_PROJECTION: PROJECTING
 FF1552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1552+STABILITY: SURFACE MOTION
 FF1552_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF1552+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2011
 FF1552
 FF1552  HISTORY     - Date     Condition        Report By
 FF1552  HISTORY     - 1934     MONUMENTED       CGS
 FF1552  HISTORY     - 1967     GOOD             CGS
 FF1552  HISTORY     - 20111109 GOOD             ARHD
 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.
 FF1552
 FF1552                          STATION RECOVERY (2011)
 FF1552
 FF1552'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (KWS)
 FF1552'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1554 ***********************************************************************
 FF1554  DESIGNATION -  ALMOND RM 2
 FF1554  PID         -  FF1554
 FF1554  STATE/COUNTY-  AR/CLEBURNE
 FF1554  COUNTRY     -  US
 FF1554  USGS QUAD   -  CONCORD (2017)
 FF1554
 FF1554                         *CURRENT SURVEY CONTROL
 FF1554  ______________________________________________________________________
 FF1554* NAD 83(1986) POSITION- 35 41 52.44   (N) 091 47 42.16   (W)   HD_HELD1
 FF1554* NAVD 88 ORTHO HEIGHT -   367.506 (meters)     1205.73  (feet) ADJUSTED
 FF1554  ______________________________________________________________________
 FF1554  GEOID HEIGHT    -        -27.395 (meters)                     GEOID18
 FF1554  DYNAMIC HEIGHT  -        367.172 (meters)     1204.63  (feet) COMP
 FF1554  MODELED GRAVITY -    979,713.8   (mgal)                       NAVD 88
 FF1554
 FF1554  VERT ORDER      -  SECOND    CLASS 0
 FF1554
 FF1554.The horizontal coordinates were determined by differentially corrected
 FF1554.hand held GPS observations or other comparable positioning techniques
 FF1554.and have an estimated accuracy of +/- 3 meters.
 FF1554
 FF1554.The orthometric height was determined by differential leveling and
 FF1554.adjusted by the NATIONAL GEODETIC SURVEY
 FF1554.in June 1991.
 FF1554
 FF1554.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1554.GEOID18 height accuracy estimate available here.
 FF1554
 FF1554.Click photographs - Photos may exist for this station.
 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     -   151,406.8     418,548.6     MT  (+/- 3 meters HH1 GPS) 
 FF1554
 FF1554_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV0901551110(NAD 83)
 FF1554
 FF1554                          SUPERSEDED SURVEY CONTROL
 FF1554
 FF1554  NGVD 29 (11/26/84)  367.424  (m)         1205.46   (f) ADJUSTED    2 0
 FF1554
 FF1554.Superseded values are not recommended for survey control.
 FF1554
 FF1554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1554.See file dsdata.pdf to determine how the superseded data were derived.
 FF1554
 FF1554_MARKER: DR = REFERENCE MARK DISK
 FF1554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1554_STAMPING: ALMOND NO 2 1934
 FF1554_MARK LOGO: CGS
 FF1554_PROJECTION: PROJECTING
 FF1554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1554+STABILITY: SURFACE MOTION
 FF1554_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1554+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2014
 FF1554
 FF1554  HISTORY     - Date     Condition        Report By
 FF1554  HISTORY     - 1934     MONUMENTED       CGS
 FF1554  HISTORY     - 1967     GOOD             CGS
 FF1554  HISTORY     - 20111109 GOOD             ARHD
 FF1554  HISTORY     - 20141014 GOOD             ARHD
 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.
 FF1554
 FF1554                          STATION RECOVERY (2011)
 FF1554
 FF1554'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (KWS)
 FF1554'RECOVERED IN GOOD CONDITION.
 FF1554
 FF1554                          STATION RECOVERY (2014)
 FF1554
 FF1554'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (JDH)
 FF1554'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0119 ***********************************************************************
 EJ0119  DESIGNATION -  ALMS
 EJ0119  PID         -  EJ0119
 EJ0119  STATE/COUNTY-  AR/PULASKI
 EJ0119  COUNTRY     -  US
 EJ0119  USGS QUAD   -  SWEET HOME (2017)
 EJ0119
 EJ0119                         *CURRENT SURVEY CONTROL
 EJ0119  ______________________________________________________________________
 EJ0119* NAD 83(1986) POSITION- 34 42 14.     (N) 092 13 48.     (W)   SCALED
 EJ0119* NAVD 88 ORTHO HEIGHT -    86.529 (meters)      283.89  (feet) ADJUSTED
 EJ0119  ______________________________________________________________________
 EJ0119  GEOID HEIGHT    -        -26.585 (meters)                     GEOID18
 EJ0119  DYNAMIC HEIGHT  -         86.448 (meters)      283.62  (feet) COMP
 EJ0119  MODELED GRAVITY -    979,698.7   (mgal)                       NAVD 88
 EJ0119
 EJ0119  VERT ORDER      -  FIRST     CLASS II
 EJ0119
 EJ0119.The horizontal coordinates were scaled from a map and have
 EJ0119.an estimated accuracy of +/- 6 seconds.
 EJ0119
 EJ0119.The orthometric height was determined by differential leveling and
 EJ0119.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0119.in June 1991.
 EJ0119
 EJ0119.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0119.GEOID18 height accuracy estimate available here.
 EJ0119
 EJ0119.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU705404(NAD 83)
 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
 EJ0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0119.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0119
 EJ0119_MARKER: DD = SURVEY DISK
 EJ0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0119_STAMPING: ALMS 1934
 EJ0119_MARK LOGO: CGS+SS
 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             CGS
 EJ0119  HISTORY     - 1962     GOOD             CGS
 EJ0119  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0119
 EJ0119                          STATION DESCRIPTION
 EJ0119
 EJ0119'DESCRIBED BY COAST AND 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EH3098 ***********************************************************************
 EH3098  DESIGNATION -  ALMYPORT
 EH3098  PID         -  EH3098
 EH3098  STATE/COUNTY-  AR/ARKANSAS
 EH3098  COUNTRY     -  US
 EH3098  USGS QUAD   -  ALMYRA (2017)
 EH3098
 EH3098                         *CURRENT SURVEY CONTROL
 EH3098  ______________________________________________________________________
 EH3098* NAD 83(1997) POSITION- 34 24 51.68242(N) 091 27 40.50707(W)   ADJUSTED
 EH3098* NAD 83(1997) ELLIP HT-    35.430 (meters)        (09/24/01)   ADJUSTED
 EH3098* NAVD 88 ORTHO HEIGHT -    61.8   (meters)      203.    (feet) VERTCON3
 EH3098  ______________________________________________________________________
 EH3098  GEOID HEIGHT    -        -26.500 (meters)                     GEOID18
 EH3098  NAD 83(1997) X  -   -134,324.626 (meters)                     COMP
 EH3098  NAD 83(1997) Y  - -5,265,734.877 (meters)                     COMP
 EH3098  NAD 83(1997) Z  -  3,584,478.318 (meters)                     COMP
 EH3098  LAPLACE CORR    -         -1.09  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH3098.GEOID18 height accuracy estimate available here.
 EH3098
 EH3098.Click photographs - Photos may exist for this station.
 EH3098
 EH3098.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH3098
 EH3098.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH3098
 EH3098.The ellipsoidal height was determined by GPS observations
 EH3098.and is referenced to NAD 83.
 EH3098
 EH3098. The following values were computed from the NAD 83(1997) position.
 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 04.8
 EH3098:UTM  15      -  ALMYPORT AZ MK                           284 52 59.0
 EH3098
 EH3098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU4141209173(NAD 83)
 EH3098
 EH3098|---------------------------------------------------------------------|
 EH3098| PID    Reference Object                     Distance      Geod. Az  |
 EH3098|                                                           dddmmss.s |
 EH3098| EH3099 ALMYPORT AZ MK                      APPROX. 0.5 KM 2854510.3 |
 EH3098|---------------------------------------------------------------------|
 EH3098
 EH3098                          SUPERSEDED SURVEY CONTROL
 EH3098
 EH3098  ELLIP H (09/14/99)   35.441  (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)  RAPSU86  model used  GPS OBS        
 EH3098
 EH3098.Superseded values are not recommended for survey control.
 EH3098
 EH3098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3098.See file dsdata.pdf to determine how the superseded data were derived.
 EH3098
 EH3098_MARKER: F = FLANGE-ENCASED ROD
 EH3098_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 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 - June 13, 2022
 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  HISTORY     - 20091124 GOOD             BFENG
 EH3098  HISTORY     - 20220613 GOOD             ARHD
 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.
 EH3098
 EH3098                          STATION RECOVERY (2009)
 EH3098
 EH3098'RECOVERY NOTE BY B AND F ENGINEERING 2009 (WEK)
 EH3098'RECOVERED AS DESCRIBED
 EH3098
 EH3098                          STATION RECOVERY (2022)
 EH3098
 EH3098'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2022 (JH)
 EH3098'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 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  COUNTRY     -  US
 EH3099  USGS QUAD   -  ALMYRA (2017)
 EH3099
 EH3099                         *CURRENT SURVEY CONTROL
 EH3099  ______________________________________________________________________
 EH3099* NAD 83(2011) POSITION- 34 24 56.22705(N) 091 27 59.94826(W)   ADJUSTED
 EH3099* NAD 83(2011) ELLIP HT-    36.760 (meters)        (06/27/12)   ADJUSTED
 EH3099* NAD 83(2011) EPOCH   -  2010.00
 EH3099* NAVD 88 ORTHO HEIGHT -    63.25  (meters)      207.5   (feet) GPS OBS
 EH3099  ______________________________________________________________________
 EH3099  GEOID HEIGHT    -        -26.498 (meters)                     GEOID18
 EH3099  NAD 83(2011) X  -   -134,818.942 (meters)                     COMP
 EH3099  NAD 83(2011) Y  - -5,265,644.168 (meters)                     COMP
 EH3099  NAD 83(2011) Z  -  3,584,594.596 (meters)                     COMP
 EH3099  LAPLACE CORR    -         -1.09  (seconds)                    DEFLEC18
 EH3099
 EH3099  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 EH3099  Standards:
 EH3099         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 EH3099            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 EH3099  -------------------------------------------------------------------
 EH3099  NETWORK    0.36   0.65           0.15   0.14   0.33      0.08487296
 EH3099  -------------------------------------------------------------------
 EH3099  Click here for local accuracies and other accuracy information.
 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 June 2012.
 EH3099
 EH3099.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 EH3099.been affixed to the stable North American tectonic plate. See 
 EH3099.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 EH3099
 EH3099.The horizontal coordinates are valid at the epoch date displayed above
 EH3099.which is a decimal equivalence of Year/Month/Day.
 EH3099
 EH3099.The orthometric height was determined by GPS observations and a
 EH3099.high-resolution geoid model.
 EH3099
 EH3099.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH3099.GEOID18 height accuracy estimate available here.
 EH3099
 EH3099.Click photographs - Photos may exist for this station.
 EH3099
 EH3099.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH3099
 EH3099.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH3099
 EH3099.The ellipsoidal height was determined by GPS observations
 EH3099.and is referenced to NAD 83.
 EH3099
 EH3099. The following values were computed from the NAD 83(2011) position.
 EH3099
 EH3099;                    North         East     Units Scale Factor Converg.
 EH3099;SPC AR S     -   594,110.035   449,028.806   MT  0.99994053   +0 17 54.6
 EH3099;SPC AR S     - 1,949,176.01  1,473,188.67   sFT  0.99994053   +0 17 54.6
 EH3099;UTM  15      - 3,809,306.369   640,914.100   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 04.7
 EH3099:UTM  15      -  ALMYPORT                                 104 52 58.9
 EH3099
 EH3099_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU4091409306(NAD 83)
 EH3099
 EH3099|---------------------------------------------------------------------|
 EH3099| PID    Reference Object                     Distance      Geod. Az  |
 EH3099|                                                           dddmmss.s |
 EH3099| EH3098 ALMYPORT                            APPROX. 0.5 KM 1054459.3 |
 EH3099|---------------------------------------------------------------------|
 EH3099
 EH3099                          SUPERSEDED SURVEY CONTROL
 EH3099
 EH3099  NAD 83(2007)-  34 24 56.22703(N)    091 27 59.94919(W) AD(2002.00) 0
 EH3099  ELLIP H (02/10/07)   36.782  (m)                       GP(2002.00)    
 EH3099  NAD 83(1997)-  34 24 56.22691(N)    091 27 59.94859(W) AD(       ) A
 EH3099  ELLIP H (08/06/02)   36.781  (m)                       GP(       ) 2 2
 EH3099  ELLIP H (07/20/01)   36.783  (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)   36.795  (m)                       GP(       ) 4 1
 EH3099  NAD 83(1986)-  34 24 56.23885(N)    091 27 59.94126(W) AD(       ) 1
 EH3099  NAVD 88 (03/22/05)   63.31   (m)  GEOID03  model used  GPS OBS        
 EH3099  NAVD 88 (09/19/97)   63.26   (m)  GEOID96  model used  GPS OBS        
 EH3099  NGVD 29 (11/13/90)   63.21   (m)  RAPSU86  model used  GPS OBS        
 EH3099
 EH3099.Superseded values are not recommended for survey control.
 EH3099
 EH3099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3099.See file dsdata.pdf to determine how the superseded data were derived.
 EH3099
 EH3099_MARKER: F = FLANGE-ENCASED ROD
 EH3099_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 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 - June 13, 2022
 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  HISTORY     - 20091124 GOOD             BFENG
 EH3099  HISTORY     - 20151201 GOOD             INDIV
 EH3099  HISTORY     - 20220613 GOOD             ARHD
 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.
 EH3099
 EH3099                          STATION RECOVERY (2009)
 EH3099
 EH3099'RECOVERY NOTE BY B AND F ENGINEERING 2009 (WEK)
 EH3099'RECOVERED AS DESCRIBED
 EH3099
 EH3099                          STATION RECOVERY (2015)
 EH3099
 EH3099'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (RDF)
 EH3099'NEW TAXIWAY CONSTRUCTION AROUND MONUMENT. MONUMENT PROTECTED DURING
 EH3099'CONSTRUCTION AND UNDISTURBED. FOUND IN GOOD CONDITION. 12 INCH METAL
 EH3099'SLEEVE WITH WATER VALVE COVER PLACED OVER MONUMENT FLUSH WITH NEW
 EH3099'PAVEMENT.
 EH3099
 EH3099                          STATION RECOVERY (2022)
 EH3099
 EH3099'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2022 (JH)
 EH3099'IT IS IN THE CENTER OF THE TAXIWAY AND I DOUBT AIRPORT WOULD ALLOW
 EH3099'SETTING UP A GPS UNIT ON IT.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH2983 ***********************************************************************
 EH2983  DESIGNATION -  ALMYRA
 EH2983  PID         -  EH2983
 EH2983  STATE/COUNTY-  AR/ARKANSAS
 EH2983  COUNTRY     -  US
 EH2983  USGS QUAD   -  ALMYRA (2017)
 EH2983
 EH2983                         *CURRENT SURVEY CONTROL
 EH2983  ______________________________________________________________________
 EH2983* NAD 83(1997) POSITION- 34 24 49.67744(N) 091 27 41.13887(W)   ADJUSTED
 EH2983* NAVD 88 ORTHO HEIGHT -    62.    (meters)      203.    (feet) SCALED
 EH2983  ______________________________________________________________________
 EH2983  GEOID HEIGHT    -        -26.499 (meters)                     GEOID18
 EH2983  LAPLACE CORR    -         -1.09  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2983.GEOID18 height accuracy estimate available here.
 EH2983
 EH2983.Click photographs - Photos may exist for this station.
 EH2983
 EH2983.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2983
 EH2983. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 EH2983:SPC AR S     -  GART                                     325 19 38.0
 EH2983:UTM  15      -  GART                                     324 45 32.3
 EH2983
 EH2983_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU4139709111(NAD 83)
 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
 EH2983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2983.See file dsdata.pdf to determine how the superseded data were derived.
 EH2983
 EH2983_MARKER: DS = TRIANGULATION STATION DISK
 EH2983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2983_STAMPING: ALMYRA 1965
 EH2983_MARK LOGO: CGS
 EH2983_PROJECTION: FLUSH
 EH2983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2983+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2982 ***********************************************************************
 EH2982  DESIGNATION -  ALMYRA MUNICIPAL TANK
 EH2982  PID         -  EH2982
 EH2982  STATE/COUNTY-  AR/ARKANSAS
 EH2982  COUNTRY     -  US
 EH2982  USGS QUAD   -  ALMYRA (2017)
 EH2982
 EH2982                         *CURRENT SURVEY CONTROL
 EH2982  ______________________________________________________________________
 EH2982* NAD 83(1997) POSITION- 34 24 20.85414(N) 091 24 37.79533(W)   ADJUSTED
 EH2982  ______________________________________________________________________
 EH2982  GEOID HEIGHT    -        -26.524 (meters)                     GEOID18
 EH2982  LAPLACE CORR    -         -1.18  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2982.GEOID18 height accuracy estimate available here.
 EH2982
 EH2982.Click photographs - Photos may exist for this station.
 EH2982
 EH2982.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2982
 EH2982. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU4609208296(NAD 83)
 EH2982
 EH2982                          SUPERSEDED SURVEY CONTROL
 EH2982
 EH2982  NAD 83(1986)-  34 24 20.86154(N)    091 24 37.79040(W) AD(       ) 3
 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
 EH2982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2982.See file dsdata.pdf to determine how the superseded data were derived.
 EH2982
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0118 ***********************************************************************
 EJ0118  DESIGNATION -  ALOE
 EJ0118  PID         -  EJ0118
 EJ0118  STATE/COUNTY-  AR/PULASKI
 EJ0118  COUNTRY     -  US
 EJ0118  USGS QUAD   -  SWEET HOME (2017)
 EJ0118
 EJ0118                         *CURRENT SURVEY CONTROL
 EJ0118  ______________________________________________________________________
 EJ0118* NAD 83(1986) POSITION- 34 41 35.     (N) 092 14 10.     (W)   SCALED
 EJ0118* NAVD 88 ORTHO HEIGHT -    80.859 (meters)      265.28  (feet) ADJUSTED
 EJ0118  ______________________________________________________________________
 EJ0118  GEOID HEIGHT    -        -26.568 (meters)                     GEOID18
 EJ0118  DYNAMIC HEIGHT  -         80.783 (meters)      265.04  (feet) COMP
 EJ0118  MODELED GRAVITY -    979,695.2   (mgal)                       NAVD 88
 EJ0118
 EJ0118  VERT ORDER      -  FIRST     CLASS II
 EJ0118
 EJ0118.The horizontal coordinates were scaled from a map and have
 EJ0118.an estimated accuracy of +/- 6 seconds.
 EJ0118
 EJ0118.The orthometric height was determined by differential leveling and
 EJ0118.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0118.in June 1991.
 EJ0118
 EJ0118.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0118.GEOID18 height accuracy estimate available here.
 EJ0118
 EJ0118.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU699392(NAD 83)
 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
 EJ0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0118.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0118
 EJ0118_MARKER: DD = SURVEY DISK
 EJ0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0118_STAMPING: ALOE 1934
 EJ0118_MARK LOGO: CGS+SS
 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             CGS
 EJ0118  HISTORY     - 1960     MARK NOT FOUND   USGS
 EJ0118  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0118
 EJ0118                          STATION DESCRIPTION
 EJ0118
 EJ0118'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FF1880 ***********************************************************************
 FF1880  DESIGNATION -  ALONZO
 FF1880  PID         -  FF1880
 FF1880  STATE/COUNTY-  AR/INDEPENDENCE
 FF1880  COUNTRY     -  US
 FF1880  USGS QUAD   -  PLEASANT PLAINS (2017)
 FF1880
 FF1880                         *CURRENT SURVEY CONTROL
 FF1880  ______________________________________________________________________
 FF1880* NAD 83(1997) POSITION- 35 33 20.89370(N) 091 41 52.30237(W)   ADJUSTED
 FF1880* NAVD 88 ORTHO HEIGHT -   252.    (meters)      827.    (feet) SCALED
 FF1880  ______________________________________________________________________
 FF1880  GEOID HEIGHT    -        -27.296 (meters)                     GEOID18
 FF1880  LAPLACE CORR    -          0.57  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1880.GEOID18 height accuracy estimate available here.
 FF1880
 FF1880.Click photographs - Photos may exist for this station.
 FF1880
 FF1880.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1880
 FF1880. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 FF1880:SPC AR N     -  ALONZO AZ MK                             354 45 28.3
 FF1880:UTM  15      -  ALONZO AZ MK                             354 10 35.0
 FF1880
 FF1880_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV1801635462(NAD 83)
 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
 FF1880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1880.See file dsdata.pdf to determine how the superseded data were derived.
 FF1880
 FF1880_MARKER: DS = TRIANGULATION STATION DISK
 FF1880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1880_STAMPING: ALONZO 1954
 FF1880_MARK LOGO: CGS
 FF1880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1880+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0827 ***********************************************************************
 GF0827  DESIGNATION -  ALPENA
 GF0827  PID         -  GF0827
 GF0827  STATE/COUNTY-  AR/CARROLL
 GF0827  COUNTRY     -  US
 GF0827  USGS QUAD   -  ALPENA (2017)
 GF0827
 GF0827                         *CURRENT SURVEY CONTROL
 GF0827  ______________________________________________________________________
 GF0827* NAD 83(1997) POSITION- 36 18 53.93081(N) 093 18 21.89111(W)   ADJUSTED
 GF0827* NAVD 88 ORTHO HEIGHT -   424.    (meters)     1391.    (feet) SCALED
 GF0827  ______________________________________________________________________
 GF0827  GEOID HEIGHT    -        -28.270 (meters)                     GEOID18
 GF0827  LAPLACE CORR    -         -0.73  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0827.GEOID18 height accuracy estimate available here.
 GF0827
 GF0827.Click photographs - Photos may exist for this station.
 GF0827
 GF0827.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0827
 GF0827. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 GF0827:SPC AR N     -  ALPENA AZ MK                             308 05 26.2
 GF0827:UTM  15      -  ALPENA AZ MK                             307 30 42.8
 GF0827
 GF0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA7252318928(NAD 83)
 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(1993)-  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
 GF0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0827.See file dsdata.pdf to determine how the superseded data were derived.
 GF0827
 GF0827_MARKER: DS = TRIANGULATION STATION DISK
 GF0827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0827_STAMPING: ALPENA 1961
 GF0827_MARK LOGO: CGS
 GF0827_PROJECTION: PROJECTING 13 CENTIMETERS
 GF0827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0827+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1372 ***********************************************************************
 DL1372  DESIGNATION -  ALPHIN RESET
 DL1372  PID         -  DL1372
 DL1372  STATE/COUNTY-  AR/UNION
 DL1372  COUNTRY     -  US
 DL1372  USGS QUAD   -  LISBON (2017)
 DL1372
 DL1372                         *CURRENT SURVEY CONTROL
 DL1372  ______________________________________________________________________
 DL1372* NAD 83(1997) POSITION- 33 18 26.40891(N) 092 47 32.38992(W)   ADJUSTED
 DL1372* NAVD 88 ORTHO HEIGHT -    76.    (meters)      249.    (feet) SCALED
 DL1372  ______________________________________________________________________
 DL1372  GEOID HEIGHT    -        -26.286 (meters)                     GEOID18
 DL1372  LAPLACE CORR    -          0.09  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1372.GEOID18 height accuracy estimate available here.
 DL1372
 DL1372.Click photographs - Photos may exist for this station.
 DL1372
 DL1372.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1372
 DL1372. The following values were computed from the NAD 83(1997) position.
 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     -  ELLIOT                                   356 08 34.0
 DL1372:UTM  15      -  ELLIOT                                   355 35 07.0
 DL1372
 DL1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS1933285378(NAD 83)
 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(1993)-  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
 DL1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1372.See file dsdata.pdf to determine how the superseded data were derived.
 DL1372
 DL1372_MARKER: DS = TRIANGULATION STATION DISK
 DL1372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1372_STAMPING: ALPHIN 1941 1952
 DL1372_MARK LOGO: CGS
 DL1372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1372+STABILITY: SURFACE MOTION
 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 INCO 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1990 ***********************************************************************
 EJ1990  DESIGNATION -  ALPINE
 EJ1990  PID         -  EJ1990
 EJ1990  STATE/COUNTY-  AR/CLARK
 EJ1990  COUNTRY     -  US
 EJ1990  USGS QUAD   -  CHALYBEATE MOUNTAIN WEST (2017)
 EJ1990
 EJ1990                         *CURRENT SURVEY CONTROL
 EJ1990  ______________________________________________________________________
 EJ1990* NAD 83(1997) POSITION- 34 14 51.39655(N) 093 23 08.53431(W)   ADJUSTED
 EJ1990* NAVD 88 ORTHO HEIGHT -   204.69  (+/-2cm)      671.6   (feet) VERTCON3
 EJ1990  ______________________________________________________________________
 EJ1990  GEOID HEIGHT    -        -27.367 (meters)                     GEOID18
 EJ1990  LAPLACE CORR    -          2.13  (seconds)                    DEFLEC18
 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
 EJ1990.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1990.GEOID18 height accuracy estimate available here.
 EJ1990
 EJ1990.The vertical order pertains to the NGVD 29 superseded value.
 EJ1990
 EJ1990.Click photographs - Photos may exist for this station.
 EJ1990
 EJ1990.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1990
 EJ1990. The following values were computed from the NAD 83(1997) position.
 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     -   0.99997216  x   0.99992537  =   0.99989754
 EJ1990!UTM  15      -   0.99997216  x   0.99961555  =   0.99958773
 EJ1990
 EJ1990:                Primary Azimuth Mark                     Grid Az
 EJ1990:SPC AR S     -  ALPINE AZ MK                             164 08 06.6
 EJ1990:UTM  15      -  ALPINE AZ MK                             163 34 36.0
 EJ1990
 EJ1990_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT6448489678(NAD 83)
 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(1993)-  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             204.68   (m)          671.5    (f) LEVELING    3  
 EJ1990
 EJ1990.Superseded values are not recommended for survey control.
 EJ1990
 EJ1990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1990.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1990
 EJ1990_MARKER: DS = TRIANGULATION STATION DISK
 EJ1990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1990_STAMPING: ALPINE 1957
 EJ1990_MARK LOGO: CGS
 EJ1990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1990+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0117 ***********************************************************************
 EJ0117  DESIGNATION -  ALPS
 EJ0117  PID         -  EJ0117
 EJ0117  STATE/COUNTY-  AR/PULASKI
 EJ0117  COUNTRY     -  US
 EJ0117  USGS QUAD   -  SWEET HOME (2017)
 EJ0117
 EJ0117                         *CURRENT SURVEY CONTROL
 EJ0117  ______________________________________________________________________
 EJ0117* NAD 83(1986) POSITION- 34 41 18.     (N) 092 14 14.     (W)   SCALED
 EJ0117* NAVD 88 ORTHO HEIGHT -    78.616 (meters)      257.93  (feet) ADJUSTED
 EJ0117  ______________________________________________________________________
 EJ0117  GEOID HEIGHT    -        -26.562 (meters)                     GEOID18
 EJ0117  DYNAMIC HEIGHT  -         78.542 (meters)      257.68  (feet) COMP
 EJ0117  MODELED GRAVITY -    979,693.6   (mgal)                       NAVD 88
 EJ0117
 EJ0117  VERT ORDER      -  FIRST     CLASS II
 EJ0117
 EJ0117.The horizontal coordinates were scaled from a map and have
 EJ0117.an estimated accuracy of +/- 6 seconds.
 EJ0117
 EJ0117.The orthometric height was determined by differential leveling and
 EJ0117.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0117.in June 1991.
 EJ0117
 EJ0117.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0117.GEOID18 height accuracy estimate available here.
 EJ0117
 EJ0117.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU698387(NAD 83)
 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
 EJ0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0117.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0117
 EJ0117_MARKER: DD = SURVEY DISK
 EJ0117_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0117_STAMPING: ALPS 1934
 EJ0117_MARK LOGO: CGS+SS
 EJ0117_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0117
 EJ0117  HISTORY     - Date     Condition        Report By
 EJ0117  HISTORY     - 1934     MONUMENTED       ARGS
 EJ0117  HISTORY     - 1955     GOOD             CGS
 EJ0117  HISTORY     - 1960     MARK NOT FOUND   USGS
 EJ0117
 EJ0117                          STATION DESCRIPTION
 EJ0117
 EJ0117'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EH3033 ***********************************************************************
 EH3033  DESIGNATION -  ALTHEIMER MUNICIPAL TANK
 EH3033  PID         -  EH3033
 EH3033  STATE/COUNTY-  AR/JEFFERSON
 EH3033  COUNTRY     -  US
 EH3033  USGS QUAD   -  ALTHEIMER (2017)
 EH3033
 EH3033                         *CURRENT SURVEY CONTROL
 EH3033  ______________________________________________________________________
 EH3033* NAD 83(1997) POSITION- 34 19 08.33991(N) 091 50 53.98907(W)   ADJUSTED
 EH3033  ______________________________________________________________________
 EH3033  GEOID HEIGHT    -        -26.123 (meters)                     GEOID18
 EH3033  LAPLACE CORR    -         -0.72  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH3033.GEOID18 height accuracy estimate available here.
 EH3033
 EH3033.Click photographs - Photos may exist for this station.
 EH3033
 EH3033.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH3033
 EH3033. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT0595798125(NAD 83)
 EH3033
 EH3033                          SUPERSEDED SURVEY CONTROL
 EH3033
 EH3033  NAD 83(1986)-  34 19 08.34803(N)    091 50 53.98243(W) AD(       ) 3
 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
 EH3033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3033.See file dsdata.pdf to determine how the superseded data were derived.
 EH3033
 EH3033_MARKER: 53 = ELEVATED 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 = MARCH 20, 2026 22:17:28 EDT
 FG1892 ***********************************************************************
 FG1892  DESIGNATION -  ALTUS
 FG1892  PID         -  FG1892
 FG1892  STATE/COUNTY-  AR/FRANKLIN
 FG1892  COUNTRY     -  US
 FG1892  USGS QUAD   -  OZARK (2017)
 FG1892
 FG1892                         *CURRENT SURVEY CONTROL
 FG1892  ______________________________________________________________________
 FG1892* NAD 83(1997) POSITION- 35 27 06.11730(N) 093 45 30.93345(W)   ADJUSTED
 FG1892* NAVD 88 ORTHO HEIGHT -   250.3   (meters)      821.    (feet) VERTCON3
 FG1892  ______________________________________________________________________
 FG1892  GEOID HEIGHT    -        -29.314 (meters)                     GEOID18
 FG1892  LAPLACE CORR    -          1.17  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1892.GEOID18 height accuracy estimate available here.
 FG1892
 FG1892.Click photographs - Photos may exist for this station.
 FG1892
 FG1892.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1892
 FG1892. The following values were computed from the NAD 83(1997) position.
 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  =   0.99990393
 FG1892!UTM  15      -   0.99996532  x   0.99965840  =   0.99962373
 FG1892
 FG1892:                Primary Azimuth Mark                     Grid Az
 FG1892:SPC AR N     -  ALTUS AZ MK                              213 43 13.3
 FG1892:UTM  15      -  ALTUS AZ MK                              213 08 13.3
 FG1892
 FG1892_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV3115923401(NAD 83)
 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(1993)-  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
 FG1892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1892.See file dsdata.pdf to determine how the superseded data were derived.
 FG1892
 FG1892_MARKER: DS = TRIANGULATION STATION DISK
 FG1892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1892_STAMPING: ALTUS 1940
 FG1892_MARK LOGO: CGS
 FG1892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1892+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1636 ***********************************************************************
 FG1636  DESIGNATION -  ALTUS AZ MK
 FG1636  PID         -  FG1636
 FG1636  STATE/COUNTY-  AR/FRANKLIN
 FG1636  COUNTRY     -  US
 FG1636  USGS QUAD   -  OZARK (2017)
 FG1636
 FG1636                         *CURRENT SURVEY CONTROL
 FG1636  ______________________________________________________________________
 FG1636* NAD 83(1986) POSITION- 35 26 49.02   (N) 093 45 44.40   (W)   HD_HELD1
 FG1636* NAVD 88 ORTHO HEIGHT -   165.790 (meters)      543.93  (feet) ADJUSTED
 FG1636  ______________________________________________________________________
 FG1636  GEOID HEIGHT    -        -29.334 (meters)                     GEOID18
 FG1636  DYNAMIC HEIGHT  -        165.636 (meters)      543.42  (feet) COMP
 FG1636  MODELED GRAVITY -    979,703.4   (mgal)                       NAVD 88
 FG1636
 FG1636  VERT ORDER      -  FIRST     CLASS II
 FG1636
 FG1636.The horizontal coordinates were determined by differentially corrected
 FG1636.hand held GPS observations or other comparable positioning techniques
 FG1636.and have an estimated accuracy of +/- 3 meters.
 FG1636
 FG1636.The orthometric height was determined by differential leveling and
 FG1636.adjusted by the NATIONAL GEODETIC SURVEY
 FG1636.in June 1991.
 FG1636
 FG1636.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1636.GEOID18 height accuracy estimate available here.
 FG1636
 FG1636.Click photographs - Photos may exist for this station.
 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     -   124,977.8     240,017.8     MT  (+/- 3 meters HH1 GPS) 
 FG1636
 FG1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV3081522876(NAD 83)
 FG1636
 FG1636                          SUPERSEDED SURVEY CONTROL
 FG1636
 FG1636.No superseded survey control is available for this station.
 FG1636
 FG1636_MARKER: DZ = AZIMUTH MARK DISK
 FG1636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG1636+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2007
 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     - 20070427 GOOD             PB
 FG1636
 FG1636                          STATION DESCRIPTION
 FG1636
 FG1636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 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.  IT IS 0.61 METERS
 FG1636'WEST FROM A WITNESS POST AND 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 (2007)
 FG1636
 FG1636'RECOVERY NOTE BY PBS&J 2007
 FG1636'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1893 ***********************************************************************
 FG1893  DESIGNATION -  ALTUS ST MARYS CATH CH SPIRE
 FG1893  PID         -  FG1893
 FG1893  STATE/COUNTY-  AR/FRANKLIN
 FG1893  COUNTRY     -  US
 FG1893  USGS QUAD   -  OZARK (2017)
 FG1893
 FG1893                         *CURRENT SURVEY CONTROL
 FG1893  ______________________________________________________________________
 FG1893* NAD 83(1997) POSITION- 35 27 07.95707(N) 093 45 30.95002(W)   ADJUSTED
 FG1893  ______________________________________________________________________
 FG1893  GEOID HEIGHT    -        -29.312 (meters)                     GEOID18
 FG1893  LAPLACE CORR    -          1.18  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1893.GEOID18 height accuracy estimate available here.
 FG1893
 FG1893.Click photographs - Photos may exist for this station.
 FG1893
 FG1893.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1893
 FG1893. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV3115923457(NAD 83)
 FG1893
 FG1893                          SUPERSEDED SURVEY CONTROL
 FG1893
 FG1893  NAD 83(1993)-  35 27 07.96792(N)    093 45 30.94832(W) AD(       ) 3
 FG1893  NAD 83(1986)-  35 27 07.96743(N)    093 45 30.94505(W) AD(       ) 3
 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
 FG1893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1893.See file dsdata.pdf to determine how the superseded data were derived.
 FG1893
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1896 ***********************************************************************
 FG1896  DESIGNATION -  ALTUS STANDPIPE
 FG1896  PID         -  FG1896
 FG1896  STATE/COUNTY-  AR/FRANKLIN
 FG1896  COUNTRY     -  US
 FG1896  USGS QUAD   -  OZARK (2017)
 FG1896
 FG1896                         *CURRENT SURVEY CONTROL
 FG1896  ______________________________________________________________________
 FG1896* NAD 83(1997) POSITION- 35 26 06.96983(N) 093 45 09.03742(W)   ADJUSTED
 FG1896  ______________________________________________________________________
 FG1896  GEOID HEIGHT    -        -29.373 (meters)                     GEOID18
 FG1896  LAPLACE CORR    -          0.72  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1896.GEOID18 height accuracy estimate available here.
 FG1896
 FG1896.Click photographs - Photos may exist for this station.
 FG1896
 FG1896.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1896
 FG1896. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV3169721574(NAD 83)
 FG1896
 FG1896                          SUPERSEDED SURVEY CONTROL
 FG1896
 FG1896  NAD 83(1993)-  35 26 06.98083(N)    093 45 09.03574(W) AD(       ) 3
 FG1896  NAD 83(1986)-  35 26 06.98056(N)    093 45 09.03276(W) AD(       ) 3
 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
 FG1896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1896.See file dsdata.pdf to determine how the superseded data were derived.
 FG1896
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1945 ***********************************************************************
 EJ1945  DESIGNATION -  ALY
 EJ1945  PID         -  EJ1945
 EJ1945  STATE/COUNTY-  AR/YELL
 EJ1945  COUNTRY     -  US
 EJ1945  USGS QUAD   -  ONYX (2017)
 EJ1945
 EJ1945                         *CURRENT SURVEY CONTROL
 EJ1945  ______________________________________________________________________
 EJ1945* NAD 83(1997) POSITION- 34 45 32.79577(N) 093 29 38.45499(W)   ADJUSTED
 EJ1945* NAVD 88 ORTHO HEIGHT -   306.9   (meters)     1007.    (feet) VERTCON3
 EJ1945  ______________________________________________________________________
 EJ1945  GEOID HEIGHT    -        -28.986 (meters)                     GEOID18
 EJ1945  LAPLACE CORR    -          3.31  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1945.GEOID18 height accuracy estimate available here.
 EJ1945
 EJ1945.Click photographs - Photos may exist for this station.
 EJ1945
 EJ1945.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1945
 EJ1945. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU5478846440(NAD 83)
 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(1993)-  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
 EJ1945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1945.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1945
 EJ1945_MARKER: DS = TRIANGULATION STATION DISK
 EJ1945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1945_STAMPING: ALY 1956
 EJ1945_MARK LOGO: CGS
 EJ1945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1945+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1944 ***********************************************************************
 EJ1944  DESIGNATION -  ALY 2
 EJ1944  PID         -  EJ1944
 EJ1944  STATE/COUNTY-  AR/YELL
 EJ1944  COUNTRY     -  US
 EJ1944  USGS QUAD   -  ONYX (2017)
 EJ1944
 EJ1944                         *CURRENT SURVEY CONTROL
 EJ1944  ______________________________________________________________________
 EJ1944* NAD 83(1997) POSITION- 34 45 31.93700(N) 093 29 39.43549(W)   NO CHECK
 EJ1944* NAVD 88 ORTHO HEIGHT -   310.    (meters)     1017.    (feet) SCALED
 EJ1944  ______________________________________________________________________
 EJ1944  GEOID HEIGHT    -        -28.986 (meters)                     GEOID18
 EJ1944  LAPLACE CORR    -          3.30  (seconds)                    DEFLEC18
 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
 EJ1944.No horizontal observational check was made to the station.
 EJ1944
 EJ1944.The orthometric height was scaled from a topographic map.
 EJ1944
 EJ1944.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1944.GEOID18 height accuracy estimate available here.
 EJ1944
 EJ1944.Click photographs - Photos may exist for this station.
 EJ1944
 EJ1944.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1944
 EJ1944. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU5476346414(NAD 83)
 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(1993)-  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
 EJ1944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1944.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1944
 EJ1944_MARKER: DS = TRIANGULATION STATION DISK
 EJ1944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1944_STAMPING: ALY 2 1959
 EJ1944_MARK LOGO: CGS
 EJ1944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1944+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DL0339 ***********************************************************************
 DL0339  DESIGNATION -  AM
 DL0339  PID         -  DL0339
 DL0339  STATE/COUNTY-  AR/OUACHITA
 DL0339  COUNTRY     -  US
 DL0339  USGS QUAD   -  CAMDEN SW (2017)
 DL0339
 DL0339                         *CURRENT SURVEY CONTROL
 DL0339  ______________________________________________________________________
 DL0339* NAD 83(1986) POSITION- 33 31 30.     (N) 092 53 38.     (W)   SCALED
 DL0339* NAVD 88 ORTHO HEIGHT -    44.222 (meters)      145.09  (feet) ADJUSTED
 DL0339  ______________________________________________________________________
 DL0339  GEOID HEIGHT    -        -26.316 (meters)                     GEOID18
 DL0339  DYNAMIC HEIGHT  -         44.175 (meters)      144.93  (feet) COMP
 DL0339  MODELED GRAVITY -    979,593.4   (mgal)                       NAVD 88
 DL0339
 DL0339  VERT ORDER      -  FIRST     CLASS II
 DL0339
 DL0339.The horizontal coordinates were scaled from a map and have
 DL0339.an estimated accuracy of +/- 6 seconds.
 DL0339
 DL0339.The orthometric height was determined by differential leveling and
 DL0339.adjusted by the NATIONAL GEODETIC SURVEY
 DL0339.in June 1991.
 DL0339
 DL0339.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0339.GEOID18 height accuracy estimate available here.
 DL0339
 DL0339.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT098094(NAD 83)
 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
 DL0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0339.See file dsdata.pdf to determine how the superseded data were derived.
 DL0339
 DL0339_MARKER: N = NAIL
 DL0339_SETTING: 33 = WOODEN OBJECT (DRIVEN IN A PILE, POLE, TREE OR STUMP)
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1779 ***********************************************************************
 FF1779  DESIGNATION -  AMAGON
 FF1779  PID         -  FF1779
 FF1779  STATE/COUNTY-  AR/JACKSON
 FF1779  COUNTRY     -  US
 FF1779  USGS QUAD   -  AMAGON (2017)
 FF1779
 FF1779                         *CURRENT SURVEY CONTROL
 FF1779  ______________________________________________________________________
 FF1779* NAD 83(1997) POSITION- 35 33 42.66359(N) 091 06 18.46612(W)   ADJUSTED
 FF1779* NAVD 88 ORTHO HEIGHT -    69.    (meters)      226.    (feet) SCALED
 FF1779  ______________________________________________________________________
 FF1779  GEOID HEIGHT    -        -27.522 (meters)                     GEOID18
 FF1779  LAPLACE CORR    -         -0.18  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1779.GEOID18 height accuracy estimate available here.
 FF1779
 FF1779.Click photographs - Photos may exist for this station.
 FF1779
 FF1779.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1779
 FF1779. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 FF1779:SPC AR N     -  AMAGON AZ MK                             096 11 18.7
 FF1779:UTM  15      -  AMAGON AZ MK                             095 36 25.1
 FF1779
 FF1779_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV7173037004(NAD 83)
 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(1995)-  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
 FF1779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1779.See file dsdata.pdf to determine how the superseded data were derived.
 FF1779
 FF1779_MARKER: DS = TRIANGULATION STATION DISK
 FF1779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1779_STAMPING: AMAGON 1954
 FF1779_MARK LOGO: CGS
 FF1779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1779+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0099 ***********************************************************************
 EJ0099  DESIGNATION -  AMBY
 EJ0099  PID         -  EJ0099
 EJ0099  STATE/COUNTY-  AR/PULASKI
 EJ0099  COUNTRY     -  US
 EJ0099  USGS QUAD   -  WOODSON (2017)
 EJ0099
 EJ0099                         *CURRENT SURVEY CONTROL
 EJ0099  ______________________________________________________________________
 EJ0099* NAD 83(1997) POSITION- 34 35 04.71904(N) 092 12 56.23931(W)   ADJUSTED
 EJ0099* NAVD 88 ORTHO HEIGHT -    76.92  (+/-2cm)      252.4   (feet) VERTCON3
 EJ0099  ______________________________________________________________________
 EJ0099  GEOID HEIGHT    -        -26.409 (meters)                     GEOID18
 EJ0099  LAPLACE CORR    -          0.14  (seconds)                    DEFLEC18
 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
 EJ0099.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0099.GEOID18 height accuracy estimate available here.
 EJ0099
 EJ0099.The vertical order pertains to the NGVD 29 superseded value.
 EJ0099
 EJ0099.Click photographs - Photos may exist for this station.
 EJ0099
 EJ0099.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ0099
 EJ0099. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7193627262(NAD 83)
 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              76.96   (m)          252.5    (f) LEVELING    3  
 EJ0099
 EJ0099.Superseded values are not recommended for survey control.
 EJ0099
 EJ0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0099.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0099
 EJ0099_MARKER: DD = SURVEY DISK
 EJ0099_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0099_STAMPING: AMBY 1934
 EJ0099_MARK LOGO: CGS+SS
 EJ0099_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0099
 EJ0099  HISTORY     - Date     Condition        Report By
 EJ0099  HISTORY     - 1934     MONUMENTED       ARGS
 EJ0099  HISTORY     - 1937     GOOD             CGS
 EJ0099  HISTORY     - 1940     GOOD             CGS
 EJ0099  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0099  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 EJ0099
 EJ0099                          STATION DESCRIPTION
 EJ0099
 EJ0099'DESCRIBED BY COAST AND 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 (1940)
 EJ0099
 EJ0099'RECOVERY NOTE BY COAST AND 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 (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 = MARCH 20, 2026 22:17:28 EDT
 EJ1997 ***********************************************************************
 EJ1997  DESIGNATION -  AMITY
 EJ1997  PID         -  EJ1997
 EJ1997  STATE/COUNTY-  AR/PIKE
 EJ1997  COUNTRY     -  US
 EJ1997  USGS QUAD   -  AMITY (2017)
 EJ1997
 EJ1997                         *CURRENT SURVEY CONTROL
 EJ1997  ______________________________________________________________________
 EJ1997* NAD 83(1997) POSITION- 34 16 46.05830(N) 093 29 01.25936(W)   ADJUSTED
 EJ1997* NAVD 88 ORTHO HEIGHT -   252.2   (meters)      827.    (feet) VERTCON3
 EJ1997  ______________________________________________________________________
 EJ1997  GEOID HEIGHT    -        -27.567 (meters)                     GEOID18
 EJ1997  LAPLACE CORR    -          1.80  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1997.GEOID18 height accuracy estimate available here.
 EJ1997
 EJ1997.Click photographs - Photos may exist for this station.
 EJ1997
 EJ1997.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1997
 EJ1997. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 EJ1997:SPC AR S     -  GLENWOOD MUNICIPAL TANK                  311 53 34.9
 EJ1997:UTM  15      -  GLENWOOD MUNICIPAL TANK                  311 20 06.1
 EJ1997
 EJ1997_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT5547993248(NAD 83)
 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(1993)-  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
 EJ1997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1997.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1997
 EJ1997_MARKER: DS = TRIANGULATION STATION DISK
 EJ1997_SETTING: 80 = SET IN A BOULDER
 EJ1997_STAMPING: AMITY 1957
 EJ1997_MARK LOGO: CGS
 EJ1997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1997+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DK2017 ***********************************************************************
 DK2017  DESIGNATION -  AMOS
 DK2017  PID         -  DK2017
 DK2017  STATE/COUNTY-  AR/DESHA
 DK2017  COUNTRY     -  US
 DK2017  USGS QUAD   -  KELSO (2017)
 DK2017
 DK2017                         *CURRENT SURVEY CONTROL
 DK2017  ______________________________________________________________________
 DK2017* NAD 83(1997) POSITION- 33 48 13.89720(N) 091 21 33.35748(W)   ADJUSTED
 DK2017* NAVD 88 ORTHO HEIGHT -    47.25  (+/-2cm)      155.0   (feet) VERTCON3
 DK2017  ______________________________________________________________________
 DK2017  GEOID HEIGHT    -        -26.228 (meters)                     GEOID18
 DK2017  LAPLACE CORR    -         -2.38  (seconds)                    DEFLEC18
 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
 DK2017.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK2017.GEOID18 height accuracy estimate available here.
 DK2017
 DK2017.The vertical order pertains to the NGVD 29 superseded value.
 DK2017
 DK2017.Click photographs - Photos may exist for this station.
 DK2017
 DK2017.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK2017
 DK2017. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 DK2017:SPC AR S     -  AMOS AZ MK                               070 56 07.7
 DK2017:UTM  15      -  AMOS AZ MK                               070 22 51.9
 DK2017
 DK2017_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT5187341618(NAD 83)
 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(1993)-  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              47.36   (m)          155.4    (f) LEVELING    3  
 DK2017
 DK2017.Superseded values are not recommended for survey control.
 DK2017
 DK2017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2017.See file dsdata.pdf to determine how the superseded data were derived.
 DK2017
 DK2017_MARKER: DS = TRIANGULATION STATION DISK
 DK2017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2017_STAMPING: AMOS 1940
 DK2017_MARK LOGO: CGS
 DK2017_PROJECTION: FLUSH
 DK2017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK2017+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1400 ***********************************************************************
 DL1400  DESIGNATION -  AMY
 DL1400  PID         -  DL1400
 DL1400  STATE/COUNTY-  AR/OUACHITA
 DL1400  COUNTRY     -  US
 DL1400  USGS QUAD   -  HARMONY GROVE (2017)
 DL1400
 DL1400                         *CURRENT SURVEY CONTROL
 DL1400  ______________________________________________________________________
 DL1400* NAD 83(1997) POSITION- 33 44 55.43892(N) 092 49 26.00041(W)   ADJUSTED
 DL1400* NAVD 88 ORTHO HEIGHT -    42.25  (+/-2cm)      138.6   (feet) VERTCON3
 DL1400  ______________________________________________________________________
 DL1400  GEOID HEIGHT    -        -26.329 (meters)                     GEOID18
 DL1400  LAPLACE CORR    -          1.36  (seconds)                    DEFLEC18
 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
 DL1400.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1400.GEOID18 height accuracy estimate available here.
 DL1400
 DL1400.The vertical order pertains to the NGVD 29 superseded value.
 DL1400
 DL1400.Click photographs - Photos may exist for this station.
 DL1400
 DL1400.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1400
 DL1400. The following values were computed from the NAD 83(1997) position.
 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     -  AMY AZ MK                                140 29 08.5
 DL1400:UTM  15      -  AMY AZ MK                                139 55 36.3
 DL1400
 DL1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT1631134310(NAD 83)
 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(1993)-  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              42.28   (m)          138.7    (f) LEVELING    3  
 DL1400
 DL1400.Superseded values are not recommended for survey control.
 DL1400
 DL1400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1400.See file dsdata.pdf to determine how the superseded data were derived.
 DL1400
 DL1400_MARKER: DS = TRIANGULATION STATION DISK
 DL1400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1400_STAMPING: AMY 1941
 DL1400_MARK LOGO: CGS
 DL1400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1400+STABILITY: SURFACE MOTION
 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 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 HOME, 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 = MARCH 20, 2026 22:17:28 EDT
 DL0526 ***********************************************************************
 DL0526  DESIGNATION -  AN
 DL0526  PID         -  DL0526
 DL0526  STATE/COUNTY-  AR/COLUMBIA
 DL0526  COUNTRY     -  US
 DL0526  USGS QUAD   -  STEPHENS (2017)
 DL0526
 DL0526                         *CURRENT SURVEY CONTROL
 DL0526  ______________________________________________________________________
 DL0526* NAD 83(1986) POSITION- 33 23 42.     (N) 093 07 28.     (W)   SCALED
 DL0526* NAVD 88 ORTHO HEIGHT -    61.658 (meters)      202.29  (feet) ADJUSTED
 DL0526  ______________________________________________________________________
 DL0526  GEOID HEIGHT    -        -26.439 (meters)                     GEOID18
 DL0526  DYNAMIC HEIGHT  -         61.593 (meters)      202.08  (feet) COMP
 DL0526  MODELED GRAVITY -    979,578.2   (mgal)                       NAVD 88
 DL0526
 DL0526  VERT ORDER      -  FIRST     CLASS II
 DL0526
 DL0526.The horizontal coordinates were scaled from a map and have
 DL0526.an estimated accuracy of +/- 6 seconds.
 DL0526
 DL0526.The orthometric height was determined by differential leveling and
 DL0526.adjusted by the NATIONAL GEODETIC SURVEY
 DL0526.in June 1991.
 DL0526
 DL0526.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0526.GEOID18 height accuracy estimate available here.
 DL0526
 DL0526.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS884950(NAD 83)
 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
 DL0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0526.See file dsdata.pdf to determine how the superseded data were derived.
 DL0526
 DL0526_MARKER: N = NAIL
 DL0526_SETTING: 33 = WOODEN OBJECT (DRIVEN IN A PILE, POLE, TREE OR STUMP)
 DL0526_SP_SET: OAK TREE
 DL0526_STAMPING: AN
 DL0526_MARK LOGO: CGS
 DL0526_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0526
 DL0526  HISTORY     - Date     Condition        Report By
 DL0526  HISTORY     - 1960     MONUMENTED       CGS
 DL0526
 DL0526                          STATION DESCRIPTION
 DL0526
 DL0526'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FE2687 ***********************************************************************
 FE2687  DESIGNATION -  ANDERSON RESET
 FE2687  PID         -  FE2687
 FE2687  STATE/COUNTY-  AR/MISSISSIPPI
 FE2687  COUNTRY     -  US
 FE2687  USGS QUAD   -  ARMOREL (2017)
 FE2687
 FE2687                         *CURRENT SURVEY CONTROL
 FE2687  ______________________________________________________________________
 FE2687* NAD 83(1997) POSITION- 35 52 46.33774(N) 089 47 16.66013(W)   ADJUSTED
 FE2687* NAVD 88 ORTHO HEIGHT -    77.0   (meters)      253.    (feet) VERTCON3
 FE2687  ______________________________________________________________________
 FE2687  GEOID HEIGHT    -        -27.973 (meters)                     GEOID18
 FE2687  LAPLACE CORR    -          0.33  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE2687.GEOID18 height accuracy estimate available here.
 FE2687
 FE2687.Click photographs - Photos may exist for this station.
 FE2687
 FE2687.The Laplace correction was computed from DEFLEC18 derived deflections.
 FE2687
 FE2687. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999231  x   0.99994917  =   0.99994148
 FE2687!SPC MO E     -   0.99999231  x   0.99998425  =   0.99997656
 FE2687!SPC TN       -   0.99999231  x   0.99994872  =   0.99994103
 FE2687!UTM  16      -   0.99999231  x   1.00038063  =   1.00037294
 FE2687
 FE2687:                Primary Azimuth Mark                     Grid Az
 FE2687:SPC AR N     -  BLYTHEVILLE RAD STA KLCN MAST            301 39 12.7
 FE2687:SPC MO E     -  BLYTHEVILLE RAD STA KLCN MAST            302 31 24.2
 FE2687:SPC TN       -  BLYTHEVILLE RAD STA KLCN MAST            305 09 30.0
 FE2687:UTM  16      -  BLYTHEVILLE RAD STA KLCN MAST            304 34 32.0
 FE2687
 FE2687_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4831474178(NAD 83)
 FE2687
 FE2687|---------------------------------------------------------------------|
 FE2687| PID    Reference Object                     Distance      Geod. Az  |
 FE2687|                                                           dddmmss.s |
 FE2687| FE2695 ANDERSON RM 5                       202.987 METERS 08241     |
 FE2687| FE2696 ANDERSON OFFSET                       5.233 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 3025626.6 |
 FE2687|---------------------------------------------------------------------|
 FE2687
 FE2687                          SUPERSEDED SURVEY CONTROL
 FE2687
 FE2687  NAD 83(1995)-  35 52 46.34031(N)    089 47 16.66078(W) AD(       ) 1
 FE2687  NAD 83(1990)-  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
 FE2687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2687.See file dsdata.pdf to determine how the superseded data were derived.
 FE2687
 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 = MARCH 20, 2026 22:17:28 EDT
 FE2695 ***********************************************************************
 FE2695  DESIGNATION -  ANDERSON RM 5
 FE2695  PID         -  FE2695
 FE2695  STATE/COUNTY-  AR/MISSISSIPPI
 FE2695  COUNTRY     -  US
 FE2695  USGS QUAD   -  ARMOREL (2017)
 FE2695
 FE2695                         *CURRENT SURVEY CONTROL
 FE2695  ______________________________________________________________________
 FE2695* NAD 83(2011) POSITION- 35 52 47.17765(N) 089 47 08.63266(W)   ADJUSTED
 FE2695* NAD 83(2011) ELLIP HT-    56.133 (meters)        (06/27/12)   ADJUSTED
 FE2695* NAD 83(2011) EPOCH   -  2010.00
 FE2695* NAVD 88 ORTHO HEIGHT -    84.1   (meters)      276.    (feet) GPS OBS
 FE2695  ______________________________________________________________________
 FE2695  NAVD 88 orthometric height was determined with an earlier geoid model
 FE2695  GEOID HEIGHT    -        -27.973 (meters)                     GEOID18
 FE2695  NAD 83(2011) X  -     19,348.663 (meters)                     COMP
 FE2695  NAD 83(2011) Y  - -5,173,837.978 (meters)                     COMP
 FE2695  NAD 83(2011) Z  -  3,717,423.832 (meters)                     COMP
 FE2695  LAPLACE CORR    -          0.31  (seconds)                    DEFLEC18
 FE2695
 FE2695  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FE2695  Standards:
 FE2695         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FE2695            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FE2695  -------------------------------------------------------------------
 FE2695  NETWORK    2.04   5.68           0.48   1.00   2.90      0.24719811
 FE2695  -------------------------------------------------------------------
 FE2695  Click here for local accuracies and other accuracy information.
 FE2695
 FE2695.The horizontal coordinates were established by GPS observations
 FE2695.and adjusted by the National Geodetic Survey in June 2012.
 FE2695
 FE2695.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FE2695.been affixed to the stable North American tectonic plate. See 
 FE2695.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FE2695
 FE2695.The horizontal coordinates are valid at the epoch date displayed above
 FE2695.which is a decimal equivalence of Year/Month/Day.
 FE2695
 FE2695.The orthometric height was determined by GPS observations and a
 FE2695.high-resolution geoid model.
 FE2695
 FE2695.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE2695.GEOID18 height accuracy estimate available here.
 FE2695
 FE2695.Click photographs - Photos may exist for this station.
 FE2695
 FE2695.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2695
 FE2695.The Laplace correction was computed from DEFLEC18 derived deflections.
 FE2695
 FE2695.The ellipsoidal height was determined by GPS observations
 FE2695.and is referenced to NAD 83.
 FE2695
 FE2695. The following values were computed from the NAD 83(2011) position.
 FE2695
 FE2695;                    North         East     Units Scale Factor Converg.
 FE2695;SPC AR N     -   173,813.932   599,922.219   MT  0.99994920   +1 17 18.5
 FE2695;SPC AR N     -   570,254.54  1,968,244.81   sFT  0.99994920   +1 17 18.5
 FE2695;SPC TN       -   178,186.433   258,249.929   MT  0.99994872   -2 12 58.7
 FE2695;SPC TN       -   584,599.99    847,274.98   sFT  0.99994872   -2 12 58.7
 FE2695;UTM  16      - 3,974,198.229   248,516.848   MT  1.00037937   -1 38 00.7
 FE2695
 FE2695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2695!SPC AR N     -   0.99999119  x   0.99994920  =   0.99994039
 FE2695!SPC TN       -   0.99999119  x   0.99994872  =   0.99993991
 FE2695!UTM  16      -   0.99999119  x   1.00037937  =   1.00037056
 FE2695
 FE2695:                Primary Azimuth Mark                     Grid Az
 FE2695:SPC AR N     -  ANDERSON AZ MK 2                         043 59 00.7
 FE2695:SPC TN       -  ANDERSON AZ MK 2                         047 29 17.9
 FE2695:UTM  16      -  ANDERSON AZ MK 2                         046 54 19.9
 FE2695
 FE2695_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4851674198(NAD 83)
 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 0451619.2 |
 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 2432645.8 |
 FE2695| FE2687 ANDERSON RESET                      202.987 METERS 26241     |
 FE2695| FE2696 ANDERSON OFFSET                     197.755 METERS 26241     |
 FE2695| FE2691 BLYTHEVILLE RAD STA KLCN MAST       APPROX. 9.0 KM 3020639.2 |
 FE2695|---------------------------------------------------------------------|
 FE2695
 FE2695                          SUPERSEDED SURVEY CONTROL
 FE2695
 FE2695  NAD 83(2007)-  35 52 47.17771(N)    089 47 08.63360(W) AD(2002.00) 0
 FE2695  ELLIP H (02/10/07)   56.155  (m)                       GP(2002.00)    
 FE2695  NAD 83(1997)-  35 52 47.17720(N)    089 47 08.63401(W) AD(       ) 1
 FE2695  ELLIP H (09/14/99)   56.222  (m)                       GP(       ) 4 1
 FE2695  NAD 83(1995)-  35 52 47.17981(N)    089 47 08.63475(W) AD(       ) 1
 FE2695  NAD 83(1990)-  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)  GEOID96  model used  GPS OBS        
 FE2695  NGVD 29 (07/19/86)   83.8    (m)          275.     (f) VERT ANG       
 FE2695
 FE2695.Superseded values are not recommended for survey control.
 FE2695
 FE2695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2695.See file dsdata.pdf to determine how the superseded data were derived.
 FE2695
 FE2695_MARKER: DR = REFERENCE MARK DISK
 FE2695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 - July 29, 2008
 FE2695
 FE2695  HISTORY     - Date     Condition        Report By
 FE2695  HISTORY     - 1977     MONUMENTED       NGS
 FE2695  HISTORY     - 19910422 GOOD             NGS
 FE2695  HISTORY     - 19990914 GOOD             NGS
 FE2695  HISTORY     - 20010914 GOOD             NGS
 FE2695  HISTORY     - 20080729 GOOD             USACE
 FE2695
 FE2695                          STATION DESCRIPTION
 FE2695
 FE2695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 FE2695'THE STATION IS LOCATED APPROXIMATELY 8 MILES EAST-SOUTHEAST OF
 FE2695'BLYTHEVILLE, 0.15 MILE NORTHEAST OF STATION ANDERSON 1929, ON TOP OF
 FE2695'THE MAIN LEVEE ON THE WEST BANK OF THE MISSISSIPPI RIVER.
 FE2695'
 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 ENGINEER,
 FE2695'MR. BEURRELL B. FAIR, P.O. BOX 308, WEST MEMPHIS, ARKANSAS 72301,
 FE2695'PHONE 735-1062.
 FE2695'
 FE2695'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 55 AND
 FE2695'STATE ROUTE 18 AT THE EAST SIDE OF BLYTHEVILLE, GO EAST ON STATE ROUTE
 FE2695'18 FOR 4.4 MILES TO A T-ROAD JUNCTION IN THE SMALL COMMUNITY OF
 FE2695'ARMOREL.  TURN RIGHT AND GO SOUTH AND EAST ON STATE ROUTE 18 FOR 1.15
 FE2695'MILES TO A GRAVEL SIDE ROAD RIGHT, AT THE PRINCE OF PEACE CHURCH ON
 FE2695'THE LEFT.  TURN RIGHT ON GRAVEL ROAD AND GO SOUTH FOR 2.25 MILES TO A
 FE2695'POINT WHERE THE ROAD TURNS TO THE RIGHT, SOUTHWEST.  BEAR RIGHT AND
 FE2695'CONTINUE AHEAD SOUTHWEST FOR 0.15 MILE TO A GRAVEL ROAD LEFT.  TURN
 FE2695'LEFT AND GO SOUTHEAST FOR 0.1 MILE TO THE TOP OF LEVEE AND GRAVEL ROAD
 FE2695'ON TOP OF THE LEVEE.  TURN LEFT ON LEVEE ROAD AND GO APPROXIMATELY 200
 FE2695'FEET NORTHEAST TO THE STATION ON THE RIGHT.
 FE2695'
 FE2695'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHERLY ON THE LEVEE
 FE2695'ROAD FOR 0.7 MILE TO THE MARK ON THE LEFT.  TO REACH BENCH MARK T 213
 FE2695'FROM THE STATION GO SOUTHWEST ON LEVEE ROAD FOR 1 MILE TO THE MARK ON
 FE2695'THE RIGHT NEAR MILEPOST 60/61.  TO REACH BENCH MARK S 213 FROM THE
 FE2695'STATION GO NORTH ON THE LEVEE ROAD FOR 0.05 MILE TO THE MARK ON THE
 FE2695'RIGHT.
 FE2695'
 FE2695'THE STATION MARKS, STAMPED ---ANDERSON 1929 NO 5 1977---, ARE STANDARD
 FE2695'REFERENCE MARK DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 FE2695'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.
 FE2695'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 FE2695'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.  IT IS 20 FEET SOUTHEAST
 FE2695'OF THE APPROXIMATE CENTER OF THE LEVEE ROAD, 5.0 FEET EAST OF A METAL
 FE2695'WITNESS POST AND APPROXIMATELY 200 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 CYLINDRICAL
 FE2695'CONCRETE MONUMENT THAT IS 18 INCHES BELOW THE GROUND SURFACE.  THE
 FE2695'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES
 FE2695'BELOW THE GROUND SURFACE.  IT IS 10 FEET NORTHEAST OF THE APPROXIMATE
 FE2695'CENTER OF A DRIVEWAY LEADING TO MR. TILLMANS HOUSE, 28.2 FEET
 FE2695'SOUTHWEST OF A POWERLINE POLE, 32 FEET NORTHEWEST OF THE APPROXIMATE
 FE2695'CENTER OF A GRAVEL ROAD, 73.3 FEET SOUTH OF THE SOUTHEAST CORNER OF A
 FE2695'GREEN ONE STORY HOUSE AND 82 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 FE2695'A RED BRICK HOUSE.
 FE2695'
 FE2695'REFERENCE MARK 6, STAMPED ---ANDERSON 1929 NO 6 1977---, IS A STANDARD
 FE2695'DISK SET IN THE TOP OF 12-INCH ROUND CONCRETE MONUMENT THAT IS FLUSH
 FE2695'WITH THE GROUND SURFACE.  IT IS 4.1 FEET SOUTHWEST OF A METAL WITNESS
 FE2695'POST, AND 17 FEET SOUTHEAST OF THE APPROXIMATE CENTERLINE OF THE LEVEE
 FE2695'ROAD.
 FE2695'
 FE2695'REFERENCE MARK 7, STAMPED ---ANDERSON 1929 NO 7 1977---, IS A STANDARD
 FE2695'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 FE2695'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 1.8 FEET NORTHWEST
 FE2695'OF A METAL WITNESS POST AND 8 FEET SOUTHWEST OF THE APPROXIMATE CENTER
 FE2695'OF THE LEVEE SPUR.
 FE2695'
 FE2695'THE AZIMUTH MARK, STAMPED ---ANDERSON 1929 NO 2 1977---, IS A STANDARD
 FE2695'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 FE2695'FLUSH WITH THE GROUND SURFACE.  IT IS 1.5 FEET SOUTHWEST OF A METAL
 FE2695'WITNESS POST AND 14 FEET WEST OF THE APPROXIMATE CENTER OF THE LEVEE
 FE2695'ROAD.
 FE2695'
 FE2695'BENCH MARK T 213, STAMPED ---T 213 1976---, IS A STANDARD BENCH MARK
 FE2695'DISK CRIMPED TO THE TOP OF A 5/8-INCH ROD THAT IS FLUSH WITH THE
 FE2695'GROUND SURFACE.  IT IS 1.3 FEET SOUTHWEST OF A CONCRETE MILE POST
 FE2695'NUMBER 60/61, 1.5 FEET NORTHEAST OF A METAL WITNESS POST AND 20 FEET
 FE2695'NORTHWEST OF THE APPROXIMATE CENTER OF THE LEVEE ROAD.  THE MARK IS
 FE2695'SURROUNDED BY A 4-INCH PLASTIC PIPE WITH CAP.
 FE2695'
 FE2695'BENCH MARK S 213, STAMPED ---S 213 1976---, IS A STANDARD BENCH MARK
 FE2695'DISK CRIMPED TO THE TOP OF A 5/8-INCH ROD THAT IS 3 INCHES BELOW THE
 FE2695'GROUND SURFACE.  IT IS 18 FEET WEST OF THE CENTER OF THE LEVEE ROAD
 FE2695'AND 2 FEET NORTH OF A METAL WITNESS POST.  AND IS ENCASED IN A 4-INCH
 FE2695'PLASTIC PIPE WITH CAP.  A 1/2-INCH RE-ENFORCENMENT ROD WAS SET AT THE
 FE2695'STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK HEIGHT OF LIGHT
 FE2695'ABOVE THE MARK WAS 37.0 METERS.
 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'
 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.
 FE2695'
 FE2695'THE STATION IS ABOUT 64 METERS (210.0 FT) NORTHEAST OF THE GATE AND IN
 FE2695'THE CENTER OF A LEVEE LEADING SOUTHEAST.  THE STATION IS 79.3 M
 FE2695'(260.2 FT) NORTHEAST FROM CENTER OF GRAVEL ROAD, 64.3 M (211.0 FT)
 FE2695'NORTHEAST FROM SOUTH GATE POST, 51.6 M (169.3 FT) SOUTHWEST FROM
 FE2695'BENCHMARK S 213 1976, 51.4 M (168.6 FT) SOUTHWEST FROM CONCRETE
 FE2695'MILEPOST 59, 10.1 M (33.1 FT) SOUTHEAST FROM A WITNESS POST AND 5.9 M
 FE2695'(19.4 FT) SOUTHEAST OF A LEVEE LEADING NORTHEAST AND 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.
 FE2695
 FE2695                          STATION RECOVERY (2008)
 FE2695
 FE2695'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2008 (DLB)
 FE2695'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH3014 ***********************************************************************
 EH3014  DESIGNATION -  ANDREWS
 EH3014  PID         -  EH3014
 EH3014  STATE/COUNTY-  AR/JEFFERSON
 EH3014  COUNTRY     -  US
 EH3014  USGS QUAD   -  LADD (2017)
 EH3014
 EH3014                         *CURRENT SURVEY CONTROL
 EH3014  ______________________________________________________________________
 EH3014* NAD 83(1997) POSITION- 34 14 46.38967(N) 091 55 18.94414(W)   ADJUSTED
 EH3014* NAVD 88 ORTHO HEIGHT -    65.    (meters)      213.    (feet) SCALED
 EH3014  ______________________________________________________________________
 EH3014  GEOID HEIGHT    -        -26.023 (meters)                     GEOID18
 EH3014  LAPLACE CORR    -         -0.49  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH3014.GEOID18 height accuracy estimate available here.
 EH3014
 EH3014.Click photographs - Photos may exist for this station.
 EH3014
 EH3014.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH3014
 EH3014. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999389  x   0.99992528  =   0.99991917
 EH3014!UTM  15      -   0.99999389  x   0.99972148  =   0.99971537
 EH3014
 EH3014:                Primary Azimuth Mark                     Grid Az
 EH3014:SPC AR S     -  ANDREWS AZ MK                            271 31 24.5
 EH3014:UTM  15      -  ANDREWS AZ MK                            270 57 37.6
 EH3014
 EH3014_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT9927189982(NAD 83)
 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
 EH3014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3014.See file dsdata.pdf to determine how the superseded data were derived.
 EH3014
 EH3014_MARKER: DS = TRIANGULATION STATION DISK
 EH3014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH3014_STAMPING: ANDREWS 1964
 EH3014_MARK LOGO: CGS
 EH3014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH3014+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0098 ***********************************************************************
 EJ0098  DESIGNATION -  ANDY
 EJ0098  PID         -  EJ0098
 EJ0098  STATE/COUNTY-  AR/PULASKI
 EJ0098  COUNTRY     -  US
 EJ0098  USGS QUAD   -  WOODSON (2017)
 EJ0098
 EJ0098                         *CURRENT SURVEY CONTROL
 EJ0098  ______________________________________________________________________
 EJ0098* NAD 83(1997) POSITION- 34 34 18.37360(N) 092 12 38.64912(W)   ADJUSTED
 EJ0098* NAVD 88 ORTHO HEIGHT -    76.46  (+/-2cm)      250.9   (feet) VERTCON3
 EJ0098  ______________________________________________________________________
 EJ0098  GEOID HEIGHT    -        -26.380 (meters)                     GEOID18
 EJ0098  LAPLACE CORR    -          0.21  (seconds)                    DEFLEC18
 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
 EJ0098.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0098.GEOID18 height accuracy estimate available here.
 EJ0098
 EJ0098.The vertical order pertains to the NGVD 29 superseded value.
 EJ0098
 EJ0098.Click photographs - Photos may exist for this station.
 EJ0098
 EJ0098.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ0098
 EJ0098. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 EJ0098:SPC AR S     -  AMBY                                     342 41 27.0
 EJ0098:UTM  15      -  AMBY                                     342 07 30.0
 EJ0098
 EJ0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7239525838(NAD 83)
 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              76.50   (m)          251.0    (f) LEVELING    3  
 EJ0098
 EJ0098.Superseded values are not recommended for survey control.
 EJ0098
 EJ0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0098.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0098
 EJ0098_MARKER: DD = SURVEY DISK
 EJ0098_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0098_STAMPING: ANDY 1934
 EJ0098_MARK LOGO: CGS+SS
 EJ0098_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0098
 EJ0098  HISTORY     - Date     Condition        Report By
 EJ0098  HISTORY     - 1934     MONUMENTED       ARGS
 EJ0098  HISTORY     - 1937     GOOD             CGS
 EJ0098  HISTORY     - 1940     GOOD             CGS
 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 COAST AND 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 (1940)
 EJ0098
 EJ0098'RECOVERY NOTE BY COAST AND 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 (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 = MARCH 20, 2026 22:17:28 EDT
 FG1861 ***********************************************************************
 FG1861  DESIGNATION -  ANHALT
 FG1861  PID         -  FG1861
 FG1861  STATE/COUNTY-  AR/LOGAN
 FG1861  COUNTRY     -  US
 FG1861  USGS QUAD   -  NEW BLAINE (2017)
 FG1861
 FG1861                         *CURRENT SURVEY CONTROL
 FG1861  ______________________________________________________________________
 FG1861* NAD 83(1997) POSITION- 35 19 13.52744(N) 093 28 47.42691(W)   ADJUSTED
 FG1861* NAVD 88 ORTHO HEIGHT -   215.    (meters)      705.    (feet) SCALED
 FG1861  ______________________________________________________________________
 FG1861  GEOID HEIGHT    -        -29.506 (meters)                     GEOID18
 FG1861  LAPLACE CORR    -          0.87  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1861.GEOID18 height accuracy estimate available here.
 FG1861
 FG1861.Click photographs - Photos may exist for this station.
 FG1861
 FG1861.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1861
 FG1861. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 FG1861:SPC AR N     -  HUCKLEBERRY MOUNTAIN LOT                 177 08 21.2
 FG1861:UTM  15      -  HUCKLEBERRY MOUNTAIN LOT                 176 33 19.9
 FG1861
 FG1861_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV5638408683(NAD 83)
 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(1993)-  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
 FG1861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1861.See file dsdata.pdf to determine how the superseded data were derived.
 FG1861
 FG1861_MARKER: DS = TRIANGULATION STATION DISK
 FG1861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1861_STAMPING: ANHALT 1940
 FG1861_MARK LOGO: CGS
 FG1861_PROJECTION: FLUSH
 FG1861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1861+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0857 ***********************************************************************
 GE0857  DESIGNATION -  ANNIEVILLE
 GE0857  PID         -  GE0857
 GE0857  STATE/COUNTY-  AR/LAWRENCE
 GE0857  COUNTRY     -  US
 GE0857  USGS QUAD   -  IMBODEN (2017)
 GE0857
 GE0857                         *CURRENT SURVEY CONTROL
 GE0857  ______________________________________________________________________
 GE0857* NAD 83(1997) POSITION- 36 09 18.74119(N) 091 14 10.86322(W)   ADJUSTED
 GE0857* NAVD 88 ORTHO HEIGHT -   191.    (meters)      627.    (feet) SCALED
 GE0857  ______________________________________________________________________
 GE0857  GEOID HEIGHT    -        -28.230 (meters)                     GEOID18
 GE0857  LAPLACE CORR    -          0.41  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0857.GEOID18 height accuracy estimate available here.
 GE0857
 GE0857.Click photographs - Photos may exist for this station.
 GE0857
 GE0857.The Laplace correction was computed from DEFLEC18 derived deflections.
 GE0857
 GE0857. The following values were computed from the NAD 83(1997) position.
 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     -  ANNIEVILLE AZ MK                         270 32 36.6
 GE0857:UTM  15      -  ANNIEVILLE AZ MK                         269 56 49.7
 GE0857
 GE0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA5864902604(NAD 83)
 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
 GE0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0857.See file dsdata.pdf to determine how the superseded data were derived.
 GE0857
 GE0857_MARKER: DS = TRIANGULATION STATION DISK
 GE0857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0857_STAMPING: ANNIEVILLE 1953
 GE0857_MARK LOGO: CGS
 GE0857_PROJECTION: FLUSH
 GE0857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0857+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DS3219 ***********************************************************************
 DS3219  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3219  DESIGNATION -  ANO1
 DS3219  PID         -  DS3219
 DS3219  STATE/COUNTY-  AR/POPE
 DS3219  COUNTRY     -  US
 DS3219  USGS QUAD   -  RUSSELLVILLE WEST (2017)
 DS3219
 DS3219                         *CURRENT SURVEY CONTROL
 DS3219  ______________________________________________________________________
 DS3219* NAD 83(2011) POSITION- 35 18 58.03788(N) 093 13 26.39357(W)   ADJUSTED
 DS3219* NAD 83(2011) ELLIP HT-    94.721 (meters)        (05/08/25)   ADJUSTED
 DS3219* NAD 83(2011) EPOCH   -  2010.00
 DS3219* NAVD 88 ORTHO HEIGHT -   123.97  (meters)      406.7   (feet) GPS OBS
 DS3219  ______________________________________________________________________
 DS3219  GEOID HEIGHT    -        -29.259 (meters)                     GEOID18
 DS3219  NAD 83(2011) X  -   -293,026.172 (meters)                     COMP
 DS3219  NAD 83(2011) Y  - -5,202,062.339 (meters)                     COMP
 DS3219  NAD 83(2011) Z  -  3,666,595.025 (meters)                     COMP
 DS3219  LAPLACE CORR    -          1.92  (seconds)                    DEFLEC18
 DS3219
 DS3219  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3219  Standards:
 DS3219         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3219            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3219  -------------------------------------------------------------------
 DS3219  NETWORK    0.97   1.82           0.40   0.39   0.93      0.02158962
 DS3219  -------------------------------------------------------------------
 DS3219  Click here for local accuracies and other accuracy information.
 DS3219
 DS3219.The horizontal coordinates were established by GPS observations
 DS3219.and adjusted by the USACE LITTLE ROCK in May 2025.
 DS3219
 DS3219.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3219.been affixed to the stable North American tectonic plate. See 
 DS3219.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3219
 DS3219.The horizontal coordinates are valid at the epoch date displayed above
 DS3219.which is a decimal equivalence of Year/Month/Day.
 DS3219
 DS3219.The orthometric height was determined by GPS observations and a
 DS3219.high-resolution geoid model using precise GPS observation and
 DS3219.processing techniques.
 DS3219
 DS3219.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3219.GEOID18 height accuracy estimate available here.
 DS3219
 DS3219.Click photographs - Photos may exist for this station.
 DS3219
 DS3219.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3219
 DS3219.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3219
 DS3219.The ellipsoidal height was determined by GPS observations
 DS3219.and is referenced to NAD 83.
 DS3219
 DS3219. The following values were computed from the NAD 83(2011) position.
 DS3219
 DS3219;                    North         East     Units Scale Factor Converg.
 DS3219;SPC AR N     -   109,723.568   288,703.659   MT  0.99994682   -0 42 44.1
 DS3219;SPC AR N     -   359,984.74    947,188.59   sFT  0.99994682   -0 42 44.1
 DS3219;UTM  15      - 3,908,123.676   479,638.698   MT  0.99960511   -0 07 46.2
 DS3219
 DS3219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3219!SPC AR N     -   0.99998513  x   0.99994682  =   0.99993195
 DS3219!UTM  15      -   0.99998513  x   0.99960511  =   0.99959025
 DS3219
 DS3219_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV7963808123(NAD 83)
 DS3219
 DS3219                          SUPERSEDED SURVEY CONTROL
 DS3219
 DS3219.No superseded survey control is available for this station.
 DS3219
 DS3219_MARKER: DV = VERTICAL CONTROL DISK
 DS3219_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DS3219_SP_SET: SET IN RETAINING WALL
 DS3219_STAMPING: ANO1
 DS3219_MARK LOGO: USACEL
 DS3219_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS3219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS3219+STABILITY: SURFACE MOTION
 DS3219_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3219+SATELLITE: SATELLITE OBSERVATIONS - November 25, 2024
 DS3219
 DS3219  HISTORY     - Date     Condition        Report By
 DS3219  HISTORY     - 20241125 MONUMENTED       USACEL
 DS3219
 DS3219                          STATION DESCRIPTION
 DS3219
 DS3219'DESCRIBED BY USACE LITTLE ROCK 2024 (JKC)
 DS3219'THE MARK IS LOCATED ABOUT 7.4 MI (11.9 KM) NORTH-NORTHWEST OF
 DS3219'DARDANELLE, 5.7 MI (9.2 KM) WEST-NORTHWEST OF RUSSELLVILLE AND 4.8 MI
 DS3219'(7.7 KM) EAST-NORTHEAST OF DELAWARE.   IT IS 22.6 FT (6.9 M)
 DS3219'WEST-NORTHWEST OF THE CENTERLINE OF DRIVE TO OVERFLOW PARKING, 5.1 FT
 DS3219'(1.6 M) SOUTHWEST OF NORTH END OF A RETAINING WALL, 5.0 FT (1.5 M)
 DS3219'EAST-SOUTHEAST OF WEST END OF A RETAINING WALL.
 DS3219'
 DS3219'TO REACH FROM THE INTERSECTION OF HIGHWAY 333 AND MAY ROAD, GO WEST ON
 DS3219'HIGHWAY 333 0.15 MI (0.24 KM) TO THE STATION ON THE RIGHT, JUST PAST A
 DS3219'DRIVE TO THE RIGHT.
 DS3219'
 DS3219'IT IS 34.9 FT (10.6 M) NORTH-NORTHWEST OF NORTH POLE FOR CABLE GATE,
 DS3219'11.8 FT (3.6 M) EAST OF THE CENTERLINE OF MAY ROAD, 0.3 FT (9 CM)
 DS3219'NORTHWEST OF THE SOUTHEAST CORNER OF BRIDGE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DS3220 ***********************************************************************
 DS3220  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3220  DESIGNATION -  ANO2
 DS3220  PID         -  DS3220
 DS3220  STATE/COUNTY-  AR/POPE
 DS3220  COUNTRY     -  US
 DS3220  USGS QUAD   -  RUSSELLVILLE WEST (2017)
 DS3220
 DS3220                         *CURRENT SURVEY CONTROL
 DS3220  ______________________________________________________________________
 DS3220* NAD 83(2011) POSITION- 35 18 31.52132(N) 093 13 23.68737(W)   ADJUSTED
 DS3220* NAD 83(2011) ELLIP HT-    78.545 (meters)        (05/08/25)   ADJUSTED
 DS3220* NAD 83(2011) EPOCH   -  2010.00
 DS3220* NAVD 88 ORTHO HEIGHT -   107.80  (meters)      353.7   (feet) GPS OBS
 DS3220  ______________________________________________________________________
 DS3220  GEOID HEIGHT    -        -29.268 (meters)                     GEOID18
 DS3220  NAD 83(2011) X  -   -292,983.739 (meters)                     COMP
 DS3220  NAD 83(2011) Y  - -5,202,524.632 (meters)                     COMP
 DS3220  NAD 83(2011) Z  -  3,665,918.821 (meters)                     COMP
 DS3220  LAPLACE CORR    -          1.88  (seconds)                    DEFLEC18
 DS3220
 DS3220  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3220  Standards:
 DS3220         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3220            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3220  -------------------------------------------------------------------
 DS3220  NETWORK    1.14   2.00           0.45   0.48   1.02     -0.12494604
 DS3220  -------------------------------------------------------------------
 DS3220  Click here for local accuracies and other accuracy information.
 DS3220
 DS3220.The horizontal coordinates were established by GPS observations
 DS3220.and adjusted by the USACE LITTLE ROCK in May 2025.
 DS3220
 DS3220.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3220.been affixed to the stable North American tectonic plate. See 
 DS3220.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3220
 DS3220.The horizontal coordinates are valid at the epoch date displayed above
 DS3220.which is a decimal equivalence of Year/Month/Day.
 DS3220
 DS3220.The orthometric height was determined by GPS observations and a
 DS3220.high-resolution geoid model using precise GPS observation and
 DS3220.processing techniques.
 DS3220
 DS3220.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3220.GEOID18 height accuracy estimate available here.
 DS3220
 DS3220.Click photographs - Photos may exist for this station.
 DS3220
 DS3220.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3220
 DS3220.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3220
 DS3220.The ellipsoidal height was determined by GPS observations
 DS3220.and is referenced to NAD 83.
 DS3220
 DS3220. The following values were computed from the NAD 83(2011) position.
 DS3220
 DS3220;                    North         East     Units Scale Factor Converg.
 DS3220;SPC AR N     -   108,905.626   288,761.857   MT  0.99994743   -0 42 42.5
 DS3220;SPC AR N     -   357,301.21    947,379.53   sFT  0.99994743   -0 42 42.5
 DS3220;UTM  15      - 3,907,306.648   479,705.189   MT  0.99960508   -0 07 44.5
 DS3220
 DS3220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3220!SPC AR N     -   0.99998767  x   0.99994743  =   0.99993510
 DS3220!UTM  15      -   0.99998767  x   0.99960508  =   0.99959276
 DS3220
 DS3220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV7970507306(NAD 83)
 DS3220
 DS3220                          SUPERSEDED SURVEY CONTROL
 DS3220
 DS3220.No superseded survey control is available for this station.
 DS3220
 DS3220_MARKER: DV = VERTICAL CONTROL DISK
 DS3220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS3220_STAMPING: ANO2
 DS3220_MARK LOGO: USACEL
 DS3220_PROJECTION: FLUSH
 DS3220_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS3220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS3220+STABILITY: SURFACE MOTION
 DS3220_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3220+SATELLITE: SATELLITE OBSERVATIONS - November 25, 2024
 DS3220
 DS3220  HISTORY     - Date     Condition        Report By
 DS3220  HISTORY     - 20241125 MONUMENTED       USACEL
 DS3220
 DS3220                          STATION DESCRIPTION
 DS3220
 DS3220'DESCRIBED BY USACE LITTLE ROCK 2024 (JKC)
 DS3220'THE MARK IS LOCATED ABOUT 7.0 MI (11.3 KM) NORTH-NORTHWEST OF
 DS3220'DARDANELLE, 5.5 MI (8.8 KM) WEST-NORTHWEST OF RUSSELLVILLE AND 4.6 MI
 DS3220'(7.4 KM) EAST-NORTHEAST OF DELAWARE.
 DS3220'
 DS3220'TO REACH FROM THE INTERSECTION OF HIGHWAY 333 AND MAY ROAD, GO SOUTH
 DS3220'ON MAY ROAD 0.4 MI (0.6 KM) TO THE STATION ON THE LEFT, JUST BEFORE A
 DS3220'DRIVE ON THE RIGHT.
 DS3220'
 DS3220'IT IS 34.9 FT (10.6 M) NORTH-NORTHWEST OF NORTH POLE FOR CABLE GATE,
 DS3220'11.8 FT (3.6 M) EAST OF THE CENTERLINE OF MAY ROAD, 0.3 FT (9 CM)
 DS3220'NORTHWEST OF THE SOUTHEAST CORNER OF BRIDGE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0089 ***********************************************************************
 EJ0089  DESIGNATION -  ANOY
 EJ0089  PID         -  EJ0089
 EJ0089  STATE/COUNTY-  AR/PULASKI
 EJ0089  COUNTRY     -  US
 EJ0089  USGS QUAD   -  WOODSON (2017)
 EJ0089
 EJ0089                         *CURRENT SURVEY CONTROL
 EJ0089  ______________________________________________________________________
 EJ0089* NAD 83(1986) POSITION- 34 30 14.13   (N) 092 12 14.54   (W)   HD_HELD1
 EJ0089* NAVD 88 ORTHO HEIGHT -    78.007 (meters)      255.93  (feet) ADJUSTED
 EJ0089  ______________________________________________________________________
 EJ0089  GEOID HEIGHT    -        -26.210 (meters)                     GEOID18
 EJ0089  DYNAMIC HEIGHT  -         77.933 (meters)      255.69  (feet) COMP
 EJ0089  MODELED GRAVITY -    979,686.8   (mgal)                       NAVD 88
 EJ0089
 EJ0089  VERT ORDER      -  FIRST     CLASS II
 EJ0089
 EJ0089.The horizontal coordinates were determined by differentially corrected
 EJ0089.hand held GPS observations or other comparable positioning techniques
 EJ0089.and have an estimated accuracy of +/- 3 meters.
 EJ0089
 EJ0089.The orthometric height was determined by differential leveling and
 EJ0089.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0089.in June 1991.
 EJ0089
 EJ0089.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0089.GEOID18 height accuracy estimate available here.
 EJ0089
 EJ0089.Click photographs - Photos may exist for this station.
 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     -   603,796.3     381,262.9     MT  (+/- 3 meters HH1 GPS) 
 EJ0089
 EJ0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7306918319(NAD 83)
 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
 EJ0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0089.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0089
 EJ0089_MARKER: DD = SURVEY DISK
 EJ0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0089_STAMPING: ANOY 1934
 EJ0089_MARK LOGO: CGS+SS
 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 = MARCH 20, 2026 22:17:28 EDT
 DL0651 ***********************************************************************
 DL0651  DESIGNATION -  AP
 DL0651  PID         -  DL0651
 DL0651  STATE/COUNTY-  AR/COLUMBIA
 DL0651  COUNTRY     -  US
 DL0651  USGS QUAD   -  CALHOUN (2017)
 DL0651
 DL0651                         *CURRENT SURVEY CONTROL
 DL0651  ______________________________________________________________________
 DL0651* NAD 83(1986) POSITION- 33 12 25.     (N) 093 13 37.     (W)   SCALED
 DL0651* NAVD 88 ORTHO HEIGHT -    95.747 (meters)      314.13  (feet) ADJUSTED
 DL0651  ______________________________________________________________________
 DL0651  GEOID HEIGHT    -        -26.375 (meters)                     GEOID18
 DL0651  DYNAMIC HEIGHT  -         95.644 (meters)      313.79  (feet) COMP
 DL0651  MODELED GRAVITY -    979,557.0   (mgal)                       NAVD 88
 DL0651
 DL0651  VERT ORDER      -  SECOND    CLASS 0
 DL0651
 DL0651.The horizontal coordinates were scaled from a map and have
 DL0651.an estimated accuracy of +/- 6 seconds.
 DL0651
 DL0651.The orthometric height was determined by differential leveling and
 DL0651.adjusted by the NATIONAL GEODETIC SURVEY
 DL0651.in June 1991.
 DL0651
 DL0651.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0651.GEOID18 height accuracy estimate available here.
 DL0651
 DL0651.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS788742(NAD 83)
 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
 DL0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0651.See file dsdata.pdf to determine how the superseded data were derived.
 DL0651
 DL0651_MARKER: N = NAIL
 DL0651_SETTING: 33 = WOODEN OBJECT (DRIVEN IN A PILE, POLE, TREE OR STUMP)
 DL0651_SP_SET: OAK TREE
 DL0651_STAMPING: AP
 DL0651_MARK LOGO: CGS
 DL0651_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0651
 DL0651  HISTORY     - Date     Condition        Report By
 DL0651  HISTORY     - 1960     MONUMENTED       CGS
 DL0651
 DL0651                          STATION DESCRIPTION
 DL0651
 DL0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1604 ***********************************************************************
 DL1604  DESIGNATION -  AP 1963 STA B
 DL1604  PID         -  DL1604
 DL1604  STATE/COUNTY-  AR/UNION
 DL1604  COUNTRY     -  US
 DL1604  USGS QUAD   -  NEWELL (2017)
 DL1604
 DL1604                         *CURRENT SURVEY CONTROL
 DL1604  ______________________________________________________________________
 DL1604* NAD 83(1997) POSITION- 33 12 51.07408(N) 092 49 08.57875(W)   ADJUSTED
 DL1604* NAD 83(1997) ELLIP HT-    52.186 (meters)        (09/14/99)   ADJUSTED
 DL1604* NAVD 88 ORTHO HEIGHT -    78.38  (+/-2cm)      257.2   (feet) VERTCON3
 DL1604  ______________________________________________________________________
 DL1604  GEOID HEIGHT    -        -26.298 (meters)                     GEOID18
 DL1604  NAD 83(1997) X  -   -262,706.987 (meters)                     COMP
 DL1604  NAD 83(1997) Y  - -5,335,079.368 (meters)                     COMP
 DL1604  NAD 83(1997) Z  -  3,473,885.390 (meters)                     COMP
 DL1604  LAPLACE CORR    -          0.09  (seconds)                    DEFLEC18
 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
 DL1604.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1604.GEOID18 height accuracy estimate available here.
 DL1604
 DL1604.The vertical order pertains to the NGVD 29 superseded value.
 DL1604
 DL1604.Click photographs - Photos may exist for this station.
 DL1604
 DL1604.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL1604
 DL1604.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1604
 DL1604.The ellipsoidal height was determined by GPS observations
 DL1604.and is referenced to NAD 83.
 DL1604
 DL1604. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS1686275046(NAD 83)
 DL1604
 DL1604                          SUPERSEDED SURVEY CONTROL
 DL1604
 DL1604  NAD 83(1993)-  33 12 51.07992(N)    092 49 08.57268(W) AD(       ) 2
 DL1604  NAD 83(1992)-  33 12 51.08521(N)    092 49 08.56682(W) AD(       ) 2
 DL1604  NGVD 29              78.43   (m)          257.3    (f) LEVELING    3  
 DL1604
 DL1604.Superseded values are not recommended for survey control.
 DL1604
 DL1604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1604.See file dsdata.pdf to determine how the superseded data were derived.
 DL1604
 DL1604_MARKER: DT = TOPOGRAPHIC STATION DISK
 DL1604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = MARCH 20, 2026 22:17:28 EDT
 AB8283 ***********************************************************************
 AB8283  FBN         -  This is a Federal Base Network Control Station.
 AB8283  PACS        -  This is a Primary Airport Control Station.
 AB8283  DESIGNATION -  AP STA A3 HOT
 AB8283  PID         -  AB8283
 AB8283  STATE/COUNTY-  AR/GARLAND
 AB8283  COUNTRY     -  US
 AB8283  USGS QUAD   -  HOT SPRINGS SOUTH (2017)
 AB8283
 AB8283                         *CURRENT SURVEY CONTROL
 AB8283  ______________________________________________________________________
 AB8283* NAD 83(2011) POSITION- 34 28 57.03995(N) 093 05 22.52592(W)   ADJUSTED
 AB8283* NAD 83(2011) ELLIP HT-   134.929 (meters)        (06/27/12)   ADJUSTED
 AB8283* NAD 83(2011) EPOCH   -  2010.00
 AB8283* NAVD 88 ORTHO HEIGHT -   162.20  (meters)      532.2   (feet) GPS OBS
 AB8283  ______________________________________________________________________
 AB8283  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AB8283  GEOID HEIGHT    -        -27.197 (meters)                     GEOID99
 AB8283  GEOID HEIGHT    -        -27.275 (meters)                     GEOID18
 AB8283  NAD 83(2011) X  -   -283,675.653 (meters)                     COMP
 AB8283  NAD 83(2011) Y  - -5,255,602.919 (meters)                     COMP
 AB8283  NAD 83(2011) Z  -  3,590,769.304 (meters)                     COMP
 AB8283  LAPLACE CORR    -          4.34  (seconds)                    DEFLEC18
 AB8283
 AB8283  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB8283  Standards:
 AB8283         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB8283            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB8283  -------------------------------------------------------------------
 AB8283  NETWORK    0.28   0.59           0.12   0.11   0.30      0.01210389
 AB8283  -------------------------------------------------------------------
 AB8283  Click here for local accuracies and other accuracy information.
 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 June 2012.
 AB8283
 AB8283.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB8283.been affixed to the stable North American tectonic plate. See 
 AB8283.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB8283
 AB8283.The horizontal coordinates are valid at the epoch date displayed above
 AB8283.which is a decimal equivalence of Year/Month/Day.
 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 published vertical control network.
 AB8283
 AB8283.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8283.GEOID18 height accuracy estimate available here.
 AB8283
 AB8283.Click photographs - Photos may exist for this station.
 AB8283
 AB8283.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8283
 AB8283.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB8283
 AB8283.The ellipsoidal height was determined by GPS observations
 AB8283.and is referenced to NAD 83.
 AB8283
 AB8283. The following values were computed from the NAD 83(2011) position.
 AB8283
 AB8283;                    North         East     Units Scale Factor Converg.
 AB8283;SPC AR S     -   601,934.943   299,918.131   MT  0.99994896   -0 36 35.4
 AB8283;SPC AR S     - 1,974,848.23    983,981.40   sFT  0.99994896   -0 36 35.4
 AB8283;UTM  15      - 3,815,661.599   491,773.580   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU9177315661(NAD 83)
 AB8283
 AB8283                          SUPERSEDED SURVEY CONTROL
 AB8283
 AB8283  NAD 83(2007)-  34 28 57.04000(N)    093 05 22.52674(W) AD(2002.00) 0
 AB8283  ELLIP H (02/10/07)  134.950  (m)                       GP(2002.00)    
 AB8283  ELLIP H (07/20/01)  134.949  (m)                       GP(       ) 4 1
 AB8283  NAD 83(1997)-  34 28 57.03964(N)    093 05 22.52700(W) AD(       ) B
 AB8283  ELLIP H (09/19/97)  134.958  (m)                       GP(       ) 4 1
 AB8283  NAVD 88             162.20   (m)          532.2    (f) LEVELING    3  
 AB8283
 AB8283.Superseded values are not recommended for survey control.
 AB8283
 AB8283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8283.See file dsdata.pdf to determine how the superseded data were derived.
 AB8283
 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 NOT SUITABLE FOR
 AB8283+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2011
 AB8283
 AB8283  HISTORY     - Date     Condition        Report By
 AB8283  HISTORY     - 1970     MONUMENTED       NOS
 AB8283  HISTORY     - 19910325 GOOD             NGS
 AB8283  HISTORY     - 19970127 GOOD             NGS
 AB8283  HISTORY     - 20000126 GOOD             NGS
 AB8283  HISTORY     - 20110921 GOOD             ARHD
 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
 AB8283'NORTHEAST EDGE OF TAXIWAY LEADING INTO RUNWAY 23, 515.27 FT (157.05 M)
 AB8283'SOUTHEAST OF THE PHYSICAL END OF RUNWAY 23, 171.1 FT (52.2 M) EAST OF
 AB8283'FIRST RUNWAY LIGHT SOUTHEAST OF DISPLACED THRESHOLD LIGHTS, 55.0 FT
 AB8283'(16.8 M) SOUTHEAST OF THE SOUTHEAST EDGE OF RUNWAY AND 13.7 FT (4.2 M)
 AB8283'SOUTHEAST OF THE SOUTHEAST EDGE OF LARGE CONCRETE PAD HOUSING FLUSH
 AB8283'MOUNTED THRESHOLD LIGHTS.
 AB8283'
 AB8283'THE STATION IS A STANDARD TOPOGRAPHIC DISK STAMPED AP 1970 STA A3 HOT
 AB8283'SET IN THE TOP OF A CONCRETE MONUMENT IN CONCRETE WELL 1.5 FT (0.5 M)
 AB8283'BELOW THE SURFACE OF 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.
 AB8283'
 AB8283'TO 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.
 AB8283'
 AB8283'THE STATION IS SET INSIDE A 12 CM DIAMETER CONCRETE WELL CASING WITH A
 AB8283'50 CM ROUND FOUNDATION SET FLUSH WITH THE GROUND.  THE DISK IS
 AB8283'RECESSED 30 CM BELOW THE GROUND INSIDE OF THE WELL CASING.  IT IS 52.1
 AB8283'M (170.9 FT) EAST-NORTHEAST OF THE FIRST RUNWAY LIGHT FROM THE RUNWAY
 AB8283'END, 17.0 M (55.8 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF THE RUNWAY,
 AB8283'8.2 M (26.9 FT) WEST-NORTHWEST OF THE CENTER OF THE REIL, 4.2 M
 AB8283'(13.8 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF A 9 M (29.5 FT) SQUARE
 AB8283'CONCRETE FOUNDATION HOUSING THE FLUSH THRESHOLD LIGHTS AND 0.4 M
 AB8283'(1.3 FT) NORTHWEST OF A FIBERGLASS WITNESS POST.  NOTE-THIS STATION
 AB8283'WAS USED AS AN AREA NAVIGATION APPROACH PRIMARY AIRPORT CONTROL
 AB8283'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.
 AB8283'
 AB8283'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 270 AND 70 IN THE
 AB8283'SOUTH SECTION OF HOT SPRINGS, FROM THE UNDERPASS GO NORTH ON HIGHWAY
 AB8283'70 FOR 2.02 KM (1.25 MI) TO THE AIRPORT ENTRANCE ON THE RIGHT, TURN
 AB8283'RIGHT, EASTERLY ON THE ENTRANCE ROAD FOR 0.4 KM (0.25 MI) PASSING THE
 AB8283'TERMINAL BUILDING AND CONTROL TOWER TO A GATE ON THE RIGHT AT BUILDING
 AB8283'NUMBER A-12, TURN RIGHT, EAST PASSING THROUGH THE GATE ONTO THE APRON
 AB8283'FOR 0.08 KM (0.05 MI) TO THE AIRPORT OFFICE ON THE LEFT, CONTINUE
 AB8283'AHEAD, EAST ACROSS THE APRON TO A PARALLEL TAXIWAY FOR RUNWAY 5/23,
 AB8283'TURN LEFT, NORTHEAST ON THE TAXIWAY FOR 0.4 KM (0.25 MI) TO THE
 AB8283'JUNCTION OF RUNWAY 23, CONTINUE AHEAD, EASTERLY ACROSS RUNWAY 23 TO
 AB8283'THE SOUTHEAST END OF THE FLUSH MOUNTED THRESHOLD LIGHTS AND THE
 AB8283'STATION ON THE NORTHWEST SIDE OF A FIBERGLASS WITNESS POST.
 AB8283'
 AB8283'THE STATION IS A CGS TOPOGRAPHIC STATION DISK SET IN THE TOP OF A 25
 AB8283'CM CONCRETE POST ENCASED IN A WELL CASING AND ABOUT 30 CM BELOW THE
 AB8283'LEVEL OF THE GROUND.  LOCATED 17.0 M (55.8 FT) SOUTHEAST OF THE
 AB8283'SOUTHEAST EDGE OF RUNWAY 23, 8.2 M (26.9 FT) WEST-NORTHWEST OF A REIL
 AB8283'LIGHT, 4.2 M (13.8 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF THE CONCRETE
 AB8283'FOUNDATION FOR THE FLUSH MOUNTED THRESHOLD LIGHTS AND 0.4 M (1.3 FT)
 AB8283'NORTHWEST OF AN NGS FIBERGLASS WITNESS POST.
 AB8283
 AB8283                          STATION RECOVERY (2011)
 AB8283
 AB8283'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (AMC)
 AB8283'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FH1258 ***********************************************************************
 FH1258  DESIGNATION -  AP STA B
 FH1258  PID         -  FH1258
 FH1258  STATE/COUNTY-  AR/SEBASTIAN
 FH1258  COUNTRY     -  US
 FH1258  USGS QUAD   -  SOUTH FORT SMITH (2017)
 FH1258
 FH1258                         *CURRENT SURVEY CONTROL
 FH1258  ______________________________________________________________________
 FH1258* NAD 83(1997) POSITION- 35 19 59.76553(N) 094 22 52.90639(W)   ADJUSTED
 FH1258* NAD 83(1997) ELLIP HT-   112.014 (meters)        (09/14/99)   ADJUSTED
 FH1258* NAVD 88 ORTHO HEIGHT -   142.2   (meters)      467.    (feet) GPS OBS
 FH1258  ______________________________________________________________________
 FH1258  NAVD 88 orthometric height was determined with geoid model    GEOID93
 FH1258  GEOID HEIGHT    -        -30.690 (meters)                     GEOID93
 FH1258  GEOID HEIGHT    -        -30.265 (meters)                     GEOID18
 FH1258  NAD 83(1997) X  -   -397,957.036 (meters)                     COMP
 FH1258  NAD 83(1997) Y  - -5,193,999.701 (meters)                     COMP
 FH1258  NAD 83(1997) Z  -  3,668,157.156 (meters)                     COMP
 FH1258  LAPLACE CORR    -          1.70  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1258.GEOID18 height accuracy estimate available here.
 FH1258
 FH1258.Click photographs - Photos may exist for this station.
 FH1258
 FH1258.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FH1258
 FH1258.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1258
 FH1258.The ellipsoidal height was determined by GPS observations
 FH1258.and is referenced to NAD 83.
 FH1258
 FH1258. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV7445710877(NAD 83)
 FH1258
 FH1258                          SUPERSEDED SURVEY CONTROL
 FH1258
 FH1258  NAD 83(1993)-  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             142.10   (m)          466.2    (f) LEVELING    3  
 FH1258
 FH1258.Superseded values are not recommended for survey control.
 FH1258
 FH1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1258.See file dsdata.pdf to determine how the superseded data were derived.
 FH1258
 FH1258_MARKER: DT = TOPOGRAPHIC STATION DISK
 FH1258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = MARCH 20, 2026 22:17:28 EDT
 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  COUNTRY     -  US
 DH7158  USGS QUAD   -  RHEA (2017)
 DH7158
 DH7158                         *CURRENT SURVEY CONTROL
 DH7158  ______________________________________________________________________
 DH7158* NAD 83(2011) POSITION- 36 05 28.41639(N) 094 25 22.24045(W)   ADJUSTED
 DH7158* NAD 83(2011) ELLIP HT-   326.867 (meters)        (04/??/25)   ADJUSTED
 DH7158* NAD 83(2011) EPOCH   -  2010.00
 DH7158  ______________________________________________________________________
 DH7158  GEOID HEIGHT    -        -28.310 (meters)                     GEOID18
 DH7158  NAD 83(2011) X  -   -397,945.088 (meters)                     COMP
 DH7158  NAD 83(2011) Y  - -5,144,939.575 (meters)                     COMP
 DH7158  NAD 83(2011) Z  -  3,736,568.766 (meters)                     COMP
 DH7158
 DH7158  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH7158  Standards:
 DH7158         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH7158            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH7158  -------------------------------------------------------------------
 DH7158  NETWORK    0.89   1.13           0.45   0.13   0.58     -0.07918300
 DH7158  -------------------------------------------------------------------
 DH7158
 DH7158.The coordinates were established by GPS observations
 DH7158.and adjusted by the National Geodetic Survey in April 2025.
 DH7158
 DH7158.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH7158.been affixed to the stable North American Tectonic Plate. 
 DH7158
 DH7158.The coordinates are valid at the epoch date displayed above
 DH7158.which is a decimal equivalence of Year/Month/Day.
 DH7158
 DH7158.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DH7158.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DH7158.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DH7158.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DH7158.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DH7158.published epoch of 2010.00.
 DH7158
 DH7158.Additional information on MYCS is available at:
 DH7158.https://geodesy.noaa.gov/CORS/index.shtml
 DH7158
 DH7158.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH7158.GEOID18 height accuracy estimate available here.
 DH7158
 DH7158.The PID for the CORS L1 Phase Center is DH7159.
 DH7158
 DH7158.Click photographs - Photos may exist for this station.
 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 following values were computed from the NAD 83(2011) position.
 DH7158
 DH7158;                    North         East     Units Scale Factor Converg.
 DH7158;SPC AR N     -   197,712.154   181,826.748   MT  0.99997500   -1 24 35.5
 DH7158;SPC AR N     -   648,660.63    596,543.26   sFT  0.99997500   -1 24 35.5
 DH7158;UTM  15      - 3,995,003.944   371,906.194   MT  0.99980217   -0 50 17.8
 DH7158
 DH7158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7158!SPC AR N     -   0.99994870  x   0.99997500  =   0.99992370
 DH7158!UTM  15      -   0.99994870  x   0.99980217  =   0.99975088
 DH7158
 DH7158_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV7190695003(NAD 83)
 DH7158
 DH7158                          SUPERSEDED SURVEY CONTROL
 DH7158
 DH7158  NAD 83(2011)-  36 05 28.41649(N)    094 25 22.24050(W) AD(2010.00) c
 DH7158  ELLIP H (06/??/19)  326.874  (m)                       GP(2010.00) c c
 DH7158  NAD 83(2011)-  36 05 28.41648(N)    094 25 22.24046(W) AD(2010.00) c
 DH7158  ELLIP H (08/??/11)  326.870  (m)                       GP(2010.00) c c
 DH7158  NAD 83(CORS)-  36 05 28.41650(N)    094 25 22.24063(W) AD(2002.00) c
 DH7158  ELLIP H (11/??/05)  326.864  (m)                       GP(2002.00) c c
 DH7158
 DH7158.Superseded values are not recommended for survey control.
 DH7158
 DH7158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH7158.See file dsdata.pdf to determine how the superseded data were derived.
 DH7158
 DH7158_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH7158
 DH7158                          STATION DESCRIPTION
 DH7158
 DH7158'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DH7158'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DH7158'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DH7158'AND LOG FILES ACCESSIBLE AT:
 DH7158'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 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  COUNTRY     -  US
 DH8821  USGS QUAD   -  ELKINS (2017)
 DH8821
 DH8821                         *CURRENT SURVEY CONTROL
 DH8821  ______________________________________________________________________
 DH8821* NAD 83(2011) POSITION- 36 06 00.86916(N) 094 06 06.19662(W)   ADJUSTED
 DH8821* NAD 83(2011) ELLIP HT-   406.690 (meters)        (04/??/25)   ADJUSTED
 DH8821* NAD 83(2011) EPOCH   -  2010.00
 DH8821  ______________________________________________________________________
 DH8821  GEOID HEIGHT    -        -28.041 (meters)                     GEOID18
 DH8821  NAD 83(2011) X  -   -369,065.819 (meters)                     COMP
 DH8821  NAD 83(2011) Y  - -5,146,565.616 (meters)                     COMP
 DH8821  NAD 83(2011) Z  -  3,737,424.094 (meters)                     COMP
 DH8821
 DH8821  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH8821  Standards:
 DH8821         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH8821            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH8821  -------------------------------------------------------------------
 DH8821  NETWORK    0.16   0.48           0.08   0.03   0.25      0.07283600
 DH8821  -------------------------------------------------------------------
 DH8821
 DH8821.The coordinates were established by GPS observations
 DH8821.and adjusted by the National Geodetic Survey in April 2025.
 DH8821
 DH8821.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH8821.been affixed to the stable North American Tectonic Plate. 
 DH8821
 DH8821.The coordinates are valid at the epoch date displayed above
 DH8821.which is a decimal equivalence of Year/Month/Day.
 DH8821
 DH8821.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DH8821.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DH8821.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DH8821.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DH8821.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DH8821.published epoch of 2010.00.
 DH8821
 DH8821.Additional information on MYCS is available at:
 DH8821.https://geodesy.noaa.gov/CORS/index.shtml
 DH8821
 DH8821.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8821.GEOID18 height accuracy estimate available here.
 DH8821
 DH8821.The PID for the CORS L1 Phase Center is DH8822.
 DH8821
 DH8821.Click photographs - Photos may exist for this station.
 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 following values were computed from the NAD 83(2011) position.
 DH8821
 DH8821;                    North         East     Units Scale Factor Converg.
 DH8821;SPC AR N     -   198,047.782   210,760.004   MT  0.99997640   -1 13 22.8
 DH8821;SPC AR N     -   649,761.76    691,468.45   sFT  0.99997640   -1 13 22.8
 DH8821;UTM  15      - 3,995,628.610   400,828.409   MT  0.99972118   -0 38 57.1
 DH8821
 DH8821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH8821!SPC AR N     -   0.99993617  x   0.99997640  =   0.99991258
 DH8821!UTM  15      -   0.99993617  x   0.99972118  =   0.99965737
 DH8821
 DH8821_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV0082895628(NAD 83)
 DH8821
 DH8821                          SUPERSEDED SURVEY CONTROL
 DH8821
 DH8821  NAD 83(2011)-  36 06 00.86929(N)    094 06 06.19669(W) AD(2010.00) c
 DH8821  ELLIP H (06/??/19)  406.691  (m)                       GP(2010.00) c c
 DH8821  NAD 83(2011)-  36 06 00.86928(N)    094 06 06.19662(W) AD(2010.00) c
 DH8821  ELLIP H (08/??/11)  406.687  (m)                       GP(2010.00) c c
 DH8821  NAD 83(CORS)-  36 06 00.86931(N)    094 06 06.19710(W) AD(2002.00) c
 DH8821  ELLIP H (03/??/06)  406.681  (m)                       GP(2002.00) c c
 DH8821
 DH8821.Superseded values are not recommended for survey control.
 DH8821
 DH8821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8821.See file dsdata.pdf to determine how the superseded data were derived.
 DH8821
 DH8821_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH8821
 DH8821                          STATION DESCRIPTION
 DH8821
 DH8821'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DH8821'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DH8821'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DH8821'AND LOG FILES ACCESSIBLE AT:
 DH8821'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0146 ***********************************************************************
 EJ0146  DESIGNATION -  APE
 EJ0146  PID         -  EJ0146
 EJ0146  STATE/COUNTY-  AR/PULASKI
 EJ0146  COUNTRY     -  US
 EJ0146  USGS QUAD   -  LITTLE ROCK (2017)
 EJ0146
 EJ0146                         *CURRENT SURVEY CONTROL
 EJ0146  ______________________________________________________________________
 EJ0146* NAD 83(1986) POSITION- 34 41 55.     (N) 092 19 38.     (W)   SCALED
 EJ0146* NAVD 88 ORTHO HEIGHT -    86.108 (meters)      282.51  (feet) ADJUSTED
 EJ0146  ______________________________________________________________________
 EJ0146  GEOID HEIGHT    -        -26.545 (meters)                     GEOID18
 EJ0146  DYNAMIC HEIGHT  -         86.028 (meters)      282.24  (feet) COMP
 EJ0146  MODELED GRAVITY -    979,706.7   (mgal)                       NAVD 88
 EJ0146
 EJ0146  VERT ORDER      -  FIRST     CLASS II
 EJ0146
 EJ0146.The horizontal coordinates were scaled from a map and have
 EJ0146.an estimated accuracy of +/- 6 seconds.
 EJ0146
 EJ0146.The orthometric height was determined by differential leveling and
 EJ0146.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0146.in June 1991.
 EJ0146
 EJ0146.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0146.GEOID18 height accuracy estimate available here.
 EJ0146
 EJ0146.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU616398(NAD 83)
 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
 EJ0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0146.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0146
 EJ0146_MARKER: DD = SURVEY DISK
 EJ0146_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0146_STAMPING: APE 1934
 EJ0146_MARK LOGO: CGS+SS
 EJ0146_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0146
 EJ0146  HISTORY     - Date     Condition        Report By
 EJ0146  HISTORY     - 1934     MONUMENTED       ARGS
 EJ0146  HISTORY     - 1935     GOOD             CGS
 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 COAST AND GEODETIC SURVEY 1935
 EJ0146'4.8 MILES SOUTHWEST OF LITTLE ROCK, ALONG M.P.R.R. FROM THE STATION
 EJ0146'ABOUT 400 FEET SOUTHWEST OF INTERSECTION OF CENTERLINES OF GUM SPRINGS
 EJ0146'ROAD WITH MISSOURI PACIFIC R.R., 340 FEET SOUTH OF MILE POST 350-10,
 EJ0146'97.5 FEET SOUTHEAST OF THE CENTERLINE OF THE SOUTHEAST TRACK OF
 EJ0146'MISSOURI PACIFIC R.R., 90 FEET SOUTHEAST OF SEMAPHORE NO. 3502, 33
 EJ0146'FEET NORTH OF A PINE TREE 1.5 FT. IN DIAMETER AT BASE AND 2.5 FEET
 EJ0146'NORTHWEST OF R/W FENCE.  A TABLET SET IN A 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1907 ***********************************************************************
 EJ1907  DESIGNATION -  APLIN
 EJ1907  PID         -  EJ1907
 EJ1907  STATE/COUNTY-  AR/PERRY
 EJ1907  COUNTRY     -  US
 EJ1907  USGS QUAD   -  APLIN (2017)
 EJ1907
 EJ1907                         *CURRENT SURVEY CONTROL
 EJ1907  ______________________________________________________________________
 EJ1907* NAD 83(1997) POSITION- 34 58 49.25095(N) 092 57 04.65065(W)   ADJUSTED
 EJ1907* NAVD 88 ORTHO HEIGHT -   117.20  (+/-2cm)      384.5   (feet) VERTCON3
 EJ1907  ______________________________________________________________________
 EJ1907  GEOID HEIGHT    -        -28.583 (meters)                     GEOID18
 EJ1907  LAPLACE CORR    -          3.13  (seconds)                    DEFLEC18
 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
 EJ1907.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1907.GEOID18 height accuracy estimate available here.
 EJ1907
 EJ1907.The vertical order pertains to the NGVD 29 superseded value.
 EJ1907
 EJ1907.Click photographs - Photos may exist for this station.
 EJ1907
 EJ1907.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1907
 EJ1907. The following values were computed from the NAD 83(1997) position.
 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     -   0.99998609  x   0.99999109  =   0.99997718
 EJ1907!UTM  15      -   0.99998609  x   0.99960024  =   0.99958634
 EJ1907
 EJ1907:                Primary Azimuth Mark                     Grid Az
 EJ1907:SPC AR N     -  VALLEY                                   128 27 34.3
 EJ1907:UTM  15      -  VALLEY                                   127 52 41.0
 EJ1907
 EJ1907_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU0444570864(NAD 83)
 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             117.20   (m)          384.5    (f) LEVELING    3  
 EJ1907
 EJ1907.Superseded values are not recommended for survey control.
 EJ1907
 EJ1907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1907.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1907
 EJ1907_MARKER: DS = TRIANGULATION STATION DISK
 EJ1907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1907_STAMPING: APLIN 1940
 EJ1907_MARK LOGO: CGS
 EJ1907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1907+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DL0660 ***********************************************************************
 DL0660  DESIGNATION -  AQ
 DL0660  PID         -  DL0660
 DL0660  STATE/COUNTY-  AR/COLUMBIA
 DL0660  COUNTRY     -  US
 DL0660  USGS QUAD   -  EMERSON (2017)
 DL0660
 DL0660                         *CURRENT SURVEY CONTROL
 DL0660  ______________________________________________________________________
 DL0660* NAD 83(1986) POSITION- 33 05 39.     (N) 093 11 35.     (W)   SCALED
 DL0660* NAVD 88 ORTHO HEIGHT -    94.198 (meters)      309.05  (feet) ADJUSTED
 DL0660  ______________________________________________________________________
 DL0660  GEOID HEIGHT    -        -26.262 (meters)                     GEOID18
 DL0660  DYNAMIC HEIGHT  -         94.095 (meters)      308.71  (feet) COMP
 DL0660  MODELED GRAVITY -    979,547.6   (mgal)                       NAVD 88
 DL0660
 DL0660  VERT ORDER      -  SECOND    CLASS 0
 DL0660
 DL0660.The horizontal coordinates were scaled from a map and have
 DL0660.an estimated accuracy of +/- 6 seconds.
 DL0660
 DL0660.The orthometric height was determined by differential leveling and
 DL0660.adjusted by the NATIONAL GEODETIC SURVEY
 DL0660.in June 1991.
 DL0660
 DL0660.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0660.GEOID18 height accuracy estimate available here.
 DL0660
 DL0660.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS819617(NAD 83)
 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
 DL0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0660.See file dsdata.pdf to determine how the superseded data were derived.
 DL0660
 DL0660_MARKER: N = NAIL
 DL0660_SETTING: 33 = WOODEN OBJECT (DRIVEN IN A PILE, POLE, TREE OR STUMP)
 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     - 1960     MONUMENTED       CGS
 DL0660
 DL0660                          STATION DESCRIPTION
 DL0660
 DL0660'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0101 ***********************************************************************
 EJ0101  DESIGNATION -  ARAB
 EJ0101  PID         -  EJ0101
 EJ0101  STATE/COUNTY-  AR/PULASKI
 EJ0101  COUNTRY     -  US
 EJ0101  USGS QUAD   -  WOODSON (2017)
 EJ0101
 EJ0101                         *CURRENT SURVEY CONTROL
 EJ0101  ______________________________________________________________________
 EJ0101* NAD 83(1986) POSITION- 34 36 03.65   (N) 092 13 11.98   (W)   HD_HELD1
 EJ0101* NAVD 88 ORTHO HEIGHT -    78.473 (meters)      257.46  (feet) ADJUSTED
 EJ0101  ______________________________________________________________________
 EJ0101  GEOID HEIGHT    -        -26.442 (meters)                     GEOID18
 EJ0101  DYNAMIC HEIGHT  -         78.398 (meters)      257.21  (feet) COMP
 EJ0101  MODELED GRAVITY -    979,680.0   (mgal)                       NAVD 88
 EJ0101
 EJ0101  VERT ORDER      -  FIRST     CLASS II
 EJ0101
 EJ0101.The horizontal coordinates were determined by differentially corrected
 EJ0101.hand held GPS observations or other comparable positioning techniques
 EJ0101.and have an estimated accuracy of +/- 3 meters.
 EJ0101
 EJ0101.The orthometric height was determined by differential leveling and
 EJ0101.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0101.in September 2023.
 EJ0101
 EJ0101.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0101.GEOID18 height accuracy estimate available here.
 EJ0101
 EJ0101.Click photographs - Photos may exist for this station.
 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     -   614,569.2     379,820.8     MT  (+/- 3 meters HH1 GPS) 
 EJ0101
 EJ0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7152129074(NAD 83)
 EJ0101
 EJ0101                          SUPERSEDED SURVEY CONTROL
 EJ0101
 EJ0101  NAVD 88 (06/15/91)   78.461  (m)          257.42   (f) SUPERSEDED  1 2
 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
 EJ0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0101.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0101
 EJ0101_MARKER: DD = SURVEY DISK
 EJ0101_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0101_STAMPING: ARAB 1934
 EJ0101_MARK LOGO: CGS+SS
 EJ0101_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 DP6891 ***********************************************************************
 DP6891  DESIGNATION -  ARBT 1
 DP6891  PID         -  DP6891
 DP6891  STATE/COUNTY-  AR/INDEPENDENCE
 DP6891  COUNTRY     -  US
 DP6891  USGS QUAD   -  JAMESTOWN (2017)
 DP6891
 DP6891                         *CURRENT SURVEY CONTROL
 DP6891  ______________________________________________________________________
 DP6891* NAD 83(1986) POSITION- 35 42 35.82   (N) 091 37 43.05   (W)   HD_HELD1
 DP6891* NAVD 88 ORTHO HEIGHT -   115.698 (meters)      379.59  (feet) ADJUSTED
 DP6891  ______________________________________________________________________
 DP6891  GEOID HEIGHT    -        -27.494 (meters)                     GEOID18
 DP6891  DYNAMIC HEIGHT  -        115.598 (meters)      379.26  (feet) COMP
 DP6891  MODELED GRAVITY -    979,765.8   (mgal)                       NAVD 88
 DP6891
 DP6891  VERT ORDER      -  SECOND    CLASS I
 DP6891
 DP6891.The horizontal coordinates were determined by differentially corrected
 DP6891.hand held GPS observations or other comparable positioning techniques
 DP6891.and have an estimated accuracy of +/- 3 meters.
 DP6891
 DP6891.The orthometric height was determined by differential leveling and
 DP6891.adjusted by the NATIONAL GEODETIC SURVEY
 DP6891.in October 2015.
 DP6891
 DP6891.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6891.GEOID18 height accuracy estimate available here.
 DP6891
 DP6891.Click photographs - Photos may exist for this station.
 DP6891
 DP6891.The dynamic height is computed by dividing the NAVD 88
 DP6891.geopotential number by the normal gravity value computed on the
 DP6891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6891.degrees latitude (g = 980.6199 gals.).
 DP6891
 DP6891.The modeled gravity was interpolated from observed gravity values.
 DP6891
 DP6891;                    North         East    Units  Estimated Accuracy
 DP6891;SPC AR N     -   152,787.7     433,604.6     MT  (+/- 3 meters HH1 GPS) 
 DP6891
 DP6891_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV2405352645(NAD 83)
 DP6891
 DP6891                          SUPERSEDED SURVEY CONTROL
 DP6891
 DP6891.No superseded survey control is available for this station.
 DP6891
 DP6891_MARKER: DB = BENCH MARK DISK
 DP6891_SETTING: 66 = SET IN ROCK OUTCROP
 DP6891_STAMPING: ARBT 1 2012
 DP6891_MARK LOGO: ARHD
 DP6891_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP6891_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DP6891+STABILITY: POSITION/ELEVATION WELL
 DP6891
 DP6891  HISTORY     - Date     Condition        Report By
 DP6891  HISTORY     - 20120626 MONUMENTED       ARHD
 DP6891
 DP6891                          STATION DESCRIPTION
 DP6891
 DP6891'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (JDH)
 DP6891'THE STATION IS LOCATED ABOUT 7.0 KM (4.4 MI) EAST-NORTHEAST OF
 DP6891'JAMESTOWN, 6.7 KM (4.2 MI) SOUTH OF BATESVILLE AND 3.7 KM (2.3 MI)
 DP6891'NORTHWEST OF SALADO.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DP6891'
 DP6891'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 69 SOUTH AND US
 DP6891'HIGHWAY 167, GO SOUTH ALONG HIGHWAY 167 FOR 4.4 MI (7.1 KM) TO THE
 DP6891'ARKANSAS HIGHWAY AND TRANSPORTATION DEPARTMENT DISTRICT 5 HEADQUARTERS
 DP6891'ON THE LEFT.  THE MARK IS LOCATED INSIDE THE FENCE, BEHIND THE
 DP6891'DISTRICT ENGINEERS OFFICE.
 DP6891'
 DP6891'THE MARK IS A 2 FT (0.6 M) STAINLESS STEEL ROD WITH A DISK ATTACHED IN
 DP6891'A DRILL HOLE IN BEDROCK DRIVEN TO REFUSAL AND FLUSH WITH THE GROUND.
 DP6891'
 DP6891'IT IS 9.8 M (3.0 FT) NORTH OF CORS TOWER, 6 M (1.8 FT) EAST OF A BRICK
 DP6891'BUILDING AND 2.1 M (0.6 FT) EAST OF 6 FT (1.8 M) CHAIN LINK FE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FE2882 ***********************************************************************
 FE2882  DESIGNATION -  ARCHILLION RESET
 FE2882  PID         -  FE2882
 FE2882  STATE/COUNTY-  AR/MISSISSIPPI
 FE2882  COUNTRY     -  US
 FE2882  USGS QUAD   -  ROSA (2017)
 FE2882
 FE2882                         *CURRENT SURVEY CONTROL
 FE2882  ______________________________________________________________________
 FE2882* NAD 83(2011) POSITION- 35 51 49.80591(N) 089 52 20.36495(W)   ADJUSTED
 FE2882* NAD 83(2011) ELLIP HT-    49.043 (meters)        (06/27/12)   ADJUSTED
 FE2882* NAD 83(2011) EPOCH   -  2010.00
 FE2882* NAVD 88 ORTHO HEIGHT -    77.0   (meters)      253.    (feet) GPS OBS
 FE2882  ______________________________________________________________________
 FE2882  NAVD 88 orthometric height was determined with an earlier geoid model
 FE2882  GEOID HEIGHT    -        -27.956 (meters)                     GEOID18
 FE2882  NAD 83(2011) X  -     11,531.611 (meters)                     COMP
 FE2882  NAD 83(2011) Y  - -5,174,891.732 (meters)                     COMP
 FE2882  NAD 83(2011) Z  -  3,715,986.783 (meters)                     COMP
 FE2882  LAPLACE CORR    -          0.29  (seconds)                    DEFLEC18
 FE2882
 FE2882  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FE2882  Standards:
 FE2882         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FE2882            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FE2882  -------------------------------------------------------------------
 FE2882  NETWORK    2.51   7.08           0.59   1.23   3.61      0.25617224
 FE2882  -------------------------------------------------------------------
 FE2882  Click here for local accuracies and other accuracy information.
 FE2882
 FE2882.The horizontal coordinates were established by GPS observations
 FE2882.and adjusted by the National Geodetic Survey in June 2012.
 FE2882
 FE2882.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FE2882.been affixed to the stable North American tectonic plate. See 
 FE2882.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FE2882
 FE2882.The horizontal coordinates are valid at the epoch date displayed above
 FE2882.which is a decimal equivalence of Year/Month/Day.
 FE2882
 FE2882.The orthometric height was determined by GPS observations and a
 FE2882.high-resolution geoid model.
 FE2882
 FE2882.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE2882.GEOID18 height accuracy estimate available here.
 FE2882
 FE2882.Click photographs - Photos may exist for this station.
 FE2882
 FE2882.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2882
 FE2882.The Laplace correction was computed from DEFLEC18 derived deflections.
 FE2882
 FE2882.The ellipsoidal height was determined by GPS observations
 FE2882.and is referenced to NAD 83.
 FE2882
 FE2882. The following values were computed from the NAD 83(2011) position.
 FE2882
 FE2882;                    North         East     Units Scale Factor Converg.
 FE2882;SPC AR N     -   171,873.783   592,143.407   MT  0.99994780   +1 14 17.1
 FE2882;SPC AR N     -   563,889.24  1,942,723.83   sFT  0.99994780   +1 14 17.1
 FE2882;SPC MO E     -     3,566.038   306,687.326   MT  0.99997292   +0 22 03.9
 FE2882;SPC TN       -   176,725.469   250,367.056   MT  0.99994854   -2 16 01.2
 FE2882;SPC TN       -   579,806.81    821,412.58   sFT  0.99994854   -2 16 01.2
 FE2882;UTM  16      - 3,972,656.426   240,645.666   MT  1.00042893   -1 41 01.4
 FE2882
 FE2882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2882!SPC AR N     -   0.99999230  x   0.99994780  =   0.99994010
 FE2882!SPC MO E     -   0.99999230  x   0.99997292  =   0.99996522
 FE2882!SPC TN       -   0.99999230  x   0.99994854  =   0.99994084
 FE2882!UTM  16      -   0.99999230  x   1.00042893  =   1.00042123
 FE2882
 FE2882:                Primary Azimuth Mark                     Grid Az
 FE2882:SPC AR N     -  ARCHILLION AZ MK 2                       185 49 00.9
 FE2882:SPC MO E     -  ARCHILLION AZ MK 2                       186 41 14.1
 FE2882:SPC TN       -  ARCHILLION AZ MK 2                       189 19 19.2
 FE2882:UTM  16      -  ARCHILLION AZ MK 2                       188 44 19.4
 FE2882
 FE2882_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4064572656(NAD 83)
 FE2882
 FE2882|---------------------------------------------------------------------|
 FE2882| PID    Reference Object                     Distance      Geod. Az  |
 FE2882|                                                           dddmmss.s |
 FE2882| FE2691 BLYTHEVILLE RAD STA KLCN MAST       APPROX. 6.6 KM 0012037.4 |
 FE2882| FE2840 ARCHILLION RM 3                      11.663 METERS 08621     |
 FE2882| FE2841 ARCHILLION AZ MK                                   0934331.3 |
 FE2882| CG3140 ARCHILLION AZ MK 2                                 1870318.0 |
 FE2882| CG3141 ARCHILLION RM 1                      25.786 METERS 27650     |
 FE2882| FE2730 BLYTHEVILLE POLICE DEPT RAD MA      APPROX. 7.8 KM 3374557.4 |
 FE2882| FE2839 ARCHILLION RM 2                      27.555 METERS 35738     |
 FE2882|---------------------------------------------------------------------|
 FE2882
 FE2882                          SUPERSEDED SURVEY CONTROL
 FE2882
 FE2882  NAD 83(2007)-  35 51 49.80596(N)    089 52 20.36589(W) AD(2002.00) 0
 FE2882  ELLIP H (02/10/07)   49.063  (m)                       GP(2002.00)    
 FE2882  NAD 83(1997)-  35 51 49.80559(N)    089 52 20.36548(W) AD(       ) 1
 FE2882  ELLIP H (09/14/99)   49.104  (m)                       GP(       ) 4 1
 FE2882  NAD 83(1995)-  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)  GEOID96  model used  GPS OBS        
 FE2882
 FE2882.Superseded values are not recommended for survey control.
 FE2882
 FE2882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2882.See file dsdata.pdf to determine how the superseded data were derived.
 FE2882
 FE2882_MARKER: DS = TRIANGULATION STATION DISK
 FE2882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2882_STAMPING: ARCHILLION 1955 1972
 FE2882_MARK LOGO: CGS
 FE2882_PROJECTION: PROJECTING 15 CENTIMETERS
 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 NOT SUITABLE FOR
 FE2882+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2019
 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  HISTORY     - 20080729 GOOD             USACE
 FE2882  HISTORY     - 20190925 GOOD             ARHD
 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.
 FE2882
 FE2882                          STATION RECOVERY (2008)
 FE2882
 FE2882'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2008 (DLB)
 FE2882'RECOVERED IN GOOD CONDITION.
 FE2882
 FE2882                          STATION RECOVERY (2019)
 FE2882
 FE2882'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2019 (BAB)
 FE2882'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR9509 ***********************************************************************
 DR9509  DESIGNATION -  ARCW BASE ARP
 DR9509  PID         -  DR9509
 DR9509  STATE/COUNTY-  AR/FAULKNER
 DR9509  COUNTRY     -  US
 DR9509  USGS QUAD   -  HAMLET (2017)
 DR9509
 DR9509                         *CURRENT SURVEY CONTROL
 DR9509  ______________________________________________________________________
 DR9509* NAD 83(2011) POSITION- 35 05 13.23666(N) 092 21 48.40873(W)   ADJUSTED
 DR9509* NAD 83(2011) ELLIP HT-    78.949 (meters)        (03/27/24)   ADJUSTED
 DR9509* NAD 83(2011) EPOCH   -  2010.00
 DR9509* NAVD 88 ORTHO HEIGHT -   106.791 (meters)      350.36  (feet) ADJUSTED
 DR9509  ______________________________________________________________________
 DR9509  GEOID HEIGHT    -        -27.826 (meters)                     GEOID18
 DR9509  NAD 83(2011) X  -   -215,467.648 (meters)                     COMP
 DR9509  NAD 83(2011) Y  - -5,220,504.048 (meters)                     COMP
 DR9509  NAD 83(2011) Z  -  3,645,815.382 (meters)                     COMP
 DR9509  LAPLACE CORR    -          2.27  (seconds)                    DEFLEC18
 DR9509  DYNAMIC HEIGHT  -        106.691 (meters)      350.04  (feet) COMP
 DR9509  MODELED GRAVITY -    979,695.3   (mgal)                       NAVD 88
 DR9509
 DR9509  VERT ORDER      -  FIRST     CLASS II
 DR9509
 DR9509  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR9509  Standards:
 DR9509         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR9509            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR9509  -------------------------------------------------------------------
 DR9509  NETWORK    0.37   0.67           0.13   0.17   0.34     -0.01747966
 DR9509  -------------------------------------------------------------------
 DR9509  Click here for local accuracies and other accuracy information.
 DR9509
 DR9509.The horizontal coordinates were established by GPS observations
 DR9509.and adjusted by the ARKANSAS DEPT OF TRANS in March 2024.
 DR9509
 DR9509.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR9509.been affixed to the stable North American tectonic plate. See 
 DR9509.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR9509
 DR9509.The horizontal coordinates are valid at the epoch date displayed above
 DR9509.which is a decimal equivalence of Year/Month/Day.
 DR9509
 DR9509.The orthometric height was determined by differential leveling and
 DR9509.adjusted by the NATIONAL GEODETIC SURVEY
 DR9509.in January 2024.
 DR9509
 DR9509.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9509.GEOID18 height accuracy estimate available here.
 DR9509
 DR9509.Click photographs - Photos may exist for this station.
 DR9509
 DR9509.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR9509
 DR9509.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR9509
 DR9509.The ellipsoidal height was determined by GPS observations
 DR9509.and is referenced to NAD 83.
 DR9509
 DR9509.The dynamic height is computed by dividing the NAVD 88
 DR9509.geopotential number by the normal gravity value computed on the
 DR9509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9509.degrees latitude (g = 980.6199 gals.).
 DR9509
 DR9509.The modeled gravity was interpolated from observed gravity values.
 DR9509
 DR9509. The following values were computed from the NAD 83(2011) position.
 DR9509
 DR9509;                    North         East     Units Scale Factor Converg.
 DR9509;SPC AR N     -    83,675.410   366,857.719   MT  0.99997334   -0 12 41.4
 DR9509;SPC AR N     -   274,525.07  1,203,599.03   sFT  0.99997334   -0 12 41.4
 DR9509;UTM  15      - 3,882,877.518   558,025.380   MT  0.99964149   +0 21 57.3
 DR9509
 DR9509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR9509!SPC AR N     -   0.99998761  x   0.99997334  =   0.99996095
 DR9509!UTM  15      -   0.99998761  x   0.99964149  =   0.99962910
 DR9509
 DR9509_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5802582877(NAD 83)
 DR9509
 DR9509                          SUPERSEDED SURVEY CONTROL
 DR9509
 DR9509.No superseded survey control is available for this station.
 DR9509
 DR9509_MARKER: Z = SEE DESCRIPTION
 DR9509_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DR9509_SP_SET: ANTENNA REFERENCE POINT
 DR9509_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR9509_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9509_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR9509+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2023
 DR9509
 DR9509  HISTORY     - Date     Condition        Report By
 DR9509  HISTORY     - 20230926 MONUMENTED       ARHD
 DR9509
 DR9509                          STATION DESCRIPTION
 DR9509
 DR9509'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2023 (JDH)
 DR9509'THE MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) SOUTHWEST OF HOLLAND, 4.4
 DR9509'MI (7.1 KM) EAST OF CONWAY AND 3.4 MI (5.5 KM) WEST OF HAMLET.
 DR9509'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR9509'
 DR9509'TO REACH FROM THE INTERSECTION OF US I-40 AND US HIGHWAY 64, HEAD EAST
 DR9509'ALONG HIGHWAY 64 FOR 3.36 MI (5.41 KM) TO THE STATION ON THE RIGHT AT
 DR9509'THE ARDOT MAINTENANCE SHOP.
 DR9509'
 DR9509'IT IS 155 FT (47.2 M) SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 DR9509'PAVILION, 106 FT (32.3 M) SOUTHWEST OF BENCH MARK J 360 ON THE FUEL
 DR9509'ISLAND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ3490 ***********************************************************************
 DQ3490  DESIGNATION -  ARDM BASE ARP
 DQ3490  PID         -  DQ3490
 DQ3490  STATE/COUNTY-  AR/VAN BUREN
 DQ3490  COUNTRY     -  US
 DQ3490  USGS QUAD   -  MORGANTON (2017)
 DQ3490
 DQ3490                         *CURRENT SURVEY CONTROL
 DQ3490  ______________________________________________________________________
 DQ3490* NAD 83(1986) POSITION- 35 24 51.5    (N) 092 21 38.7    (W)   HD_HELD2
 DQ3490* NAVD 88 ORTHO HEIGHT -   234.600 (meters)      769.68  (feet) ADJUSTED
 DQ3490  ______________________________________________________________________
 DQ3490  GEOID HEIGHT    -        -27.875 (meters)                     GEOID18
 DQ3490  DYNAMIC HEIGHT  -        234.383 (meters)      768.97  (feet) COMP
 DQ3490  MODELED GRAVITY -    979,704.1   (mgal)                       NAVD 88
 DQ3490
 DQ3490  VERT ORDER      -  SECOND    CLASS I
 DQ3490
 DQ3490.The horizontal coordinates were established by autonomous hand held GPS
 DQ3490.observations and have an estimated accuracy of +/- 10 meters.
 DQ3490
 DQ3490.The orthometric height was determined by differential leveling and
 DQ3490.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3490.in January 2017.
 DQ3490
 DQ3490.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3490.GEOID18 height accuracy estimate available here.
 DQ3490
 DQ3490.Click photographs - Photos may exist for this station.
 DQ3490
 DQ3490.The dynamic height is computed by dividing the NAVD 88
 DQ3490.geopotential number by the normal gravity value computed on the
 DQ3490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3490.degrees latitude (g = 980.6199 gals.).
 DQ3490
 DQ3490.The modeled gravity was interpolated from observed gravity values.
 DQ3490
 DQ3490;                    North         East    Units  Estimated Accuracy
 DQ3490;SPC AR N     -   119,984.      367,237.      MT  (+/- 10 meters HH2 GPS)
 DQ3490
 DQ3490_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV5803719177(NAD 83)
 DQ3490
 DQ3490                          SUPERSEDED SURVEY CONTROL
 DQ3490
 DQ3490.No superseded survey control is available for this station.
 DQ3490
 DQ3490_MARKER: Z = SEE DESCRIPTION
 DQ3490_SETTING: 41 = SET IN A LARGE STRUCTURE WITH FOUNDATIONS ON BEDROCK
 DQ3490_SP_SET: ANTENNA
 DQ3490_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3490_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DQ3490+STABILITY: POSITION/ELEVATION WELL
 DQ3490
 DQ3490  HISTORY     - Date     Condition        Report By
 DQ3490  HISTORY     - UNK      MONUMENTED       ARHD
 DQ3490  HISTORY     - 20150831 GOOD             ARHD
 DQ3490
 DQ3490                          STATION DESCRIPTION
 DQ3490
 DQ3490'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 DQ3490'THE STATION IS LOCATED ABOUT 4.2 MI (6.8 KM) NORTHEAST OF DAMASCUS,
 DQ3490'4.2 MI (6.8 KM) SOUTH-SOUTHWEST OF MORGANTON AND 3.2 MI (5.1 KM)
 DQ3490'SOUTHEAST OF BEE BRANCH.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ3490'
 DQ3490'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND COUNTY ROAD
 DQ3490'GRAVESVILLE CUTOFF, GO SOUTHEAST ON GRAVESVILLE CUTOFF FOR 2.7 MI (4.3
 DQ3490'KM) TO THE STATION ON THE RIGHT, IN A CONCRETE PILING.
 DQ3490'
 DQ3490'IT IS 10 FT (3.0 M) IN THE AIR, 95 FT (29.0 M) SOUTH OF R 343, 56 FT
 DQ3490'(17.1 M) SOUTHWEST OF GRAVESVILLE CUTOFF CENTERLINE AND 46 FT (14.0 M)
 DQ3490'SOUTH OF A POWER POLE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR3045 ***********************************************************************
 DR3045  CORS        -  This is a GPS Continuously Operating Reference Station.
 DR3045  DESIGNATION -  ARDQ DEQUEEN CORS ARP
 DR3045  CORS_ID     -  ARDQ
 DR3045  PID         -  DR3045
 DR3045  STATE/COUNTY-  AR/SEVIER
 DR3045  COUNTRY     -  US
 DR3045  USGS QUAD   -  DE QUEEN (2017)
 DR3045
 DR3045                         *CURRENT SURVEY CONTROL
 DR3045  ______________________________________________________________________
 DR3045* NAD 83(2011) POSITION- 34 04 48.29529(N) 094 19 25.25525(W)   ADJUSTED
 DR3045* NAD 83(2011) ELLIP HT-   148.851 (meters)        (04/??/25)   ADJUSTED
 DR3045* NAD 83(2011) EPOCH   -  2010.00
 DR3045* NAVD 88 ORTHO HEIGHT -   176.815 (meters)      580.10  (feet) ADJUSTED
 DR3045  ______________________________________________________________________
 DR3045  GEOID HEIGHT    -        -27.971 (meters)                     GEOID18
 DR3045  NAD 83(2011) X  -   -398,697.855 (meters)                     COMP
 DR3045  NAD 83(2011) Y  - -5,273,358.687 (meters)                     COMP
 DR3045  NAD 83(2011) Z  -  3,553,890.796 (meters)                     COMP
 DR3045  VERT ORDER      -  FIRST     CLASS II
 DR3045
 DR3045  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR3045  Standards:
 DR3045         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR3045            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR3045  -------------------------------------------------------------------
 DR3045  NETWORK    0.04   0.06           0.01   0.02   0.03     -0.35953900
 DR3045  -------------------------------------------------------------------
 DR3045
 DR3045.The coordinates were established by GPS observations
 DR3045.and adjusted by the National Geodetic Survey in April 2025.
 DR3045
 DR3045.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR3045.been affixed to the stable North American Tectonic Plate. 
 DR3045
 DR3045.The coordinates are valid at the epoch date displayed above
 DR3045.which is a decimal equivalence of Year/Month/Day.
 DR3045
 DR3045.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DR3045.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DR3045.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DR3045.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DR3045.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DR3045.published epoch of 2010.00.
 DR3045
 DR3045.Additional information on MYCS is available at:
 DR3045.https://geodesy.noaa.gov/CORS/index.shtml
 DR3045
 DR3045.The orthometric height was determined by differential leveling and
 DR3045.adjusted by the NATIONAL GEODETIC SURVEY
 DR3045.in September 2019.
 DR3045
 DR3045.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR3045.GEOID18 height accuracy estimate available here.
 DR3045
 DR3045.The PID for the CORS L1 Phase Center is DR3046.
 DR3045
 DR3045.Click photographs - Photos may exist for this station.
 DR3045
 DR3045.The XYZ, and position/ellipsoidal ht. are equivalent.
 DR3045
 DR3045.The ellipsoidal height was determined by GPS observations
 DR3045.and is referenced to NAD 83.
 DR3045
 DR3045. The following values were computed from the NAD 83(2011) position.
 DR3045
 DR3045;                    North         East     Units Scale Factor Converg.
 DR3045;SPC AR S     -   559,198.827   185,564.629   MT  0.99991879   -1 18 02.0
 DR3045;SPC AR S     - 1,834,638.15    608,806.62   sFT  0.99991879   -1 18 02.0
 DR3045;UTM  15      - 3,771,825.967   377,871.590   MT  0.99978386   -0 44 30.5
 DR3045
 DR3045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR3045!SPC AR S     -   0.99997663  x   0.99991879  =   0.99989543
 DR3045!UTM  15      -   0.99997663  x   0.99978386  =   0.99976050
 DR3045
 DR3045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT7787171825(NAD 83)
 DR3045
 DR3045                          SUPERSEDED SURVEY CONTROL
 DR3045
 DR3045  NAD 83(2011)-  34 04 48.29539(N)    094 19 25.25539(W) AD(2010.00) c
 DR3045  ELLIP H (09/??/19)  148.833  (m)                       GP(2010.00) c c
 DR3045
 DR3045.Superseded values are not recommended for survey control.
 DR3045
 DR3045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR3045.See file dsdata.pdf to determine how the superseded data were derived.
 DR3045
 DR3045_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DR3045
 DR3045                          STATION DESCRIPTION
 DR3045
 DR3045'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DR3045'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DR3045'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DR3045'AND LOG FILES ACCESSIBLE AT:
 DR3045'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DS1776 ***********************************************************************
 DS1776  HT_MOD      -  This is a Height Modernization Survey Station.
 DS1776  DESIGNATION -  ARDV BASE ARP
 DS1776  PID         -  DS1776
 DS1776  STATE/COUNTY-  AR/YELL
 DS1776  COUNTRY     -  US
 DS1776  USGS QUAD   -  DANVILLE (2017)
 DS1776
 DS1776                         *CURRENT SURVEY CONTROL
 DS1776  ______________________________________________________________________
 DS1776* NAD 83(2011) POSITION- 35 05 35.16538(N) 093 22 48.34344(W)   ADJUSTED
 DS1776* NAD 83(2011) ELLIP HT-    88.937 (meters)        (03/26/24)   ADJUSTED
 DS1776* NAD 83(2011) EPOCH   -  2010.00
 DS1776* NAVD 88 ORTHO HEIGHT -   118.53  (meters)      388.9   (feet) GPS OBS
 DS1776  ______________________________________________________________________
 DS1776  GEOID HEIGHT    -        -29.590 (meters)                     GEOID18
 DS1776  NAD 83(2011) X  -   -308,038.361 (meters)                     COMP
 DS1776  NAD 83(2011) Y  - -5,215,479.563 (meters)                     COMP
 DS1776  NAD 83(2011) Z  -  3,646,374.091 (meters)                     COMP
 DS1776  LAPLACE CORR    -          2.16  (seconds)                    DEFLEC18
 DS1776
 DS1776  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS1776  Standards:
 DS1776         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS1776            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS1776  -------------------------------------------------------------------
 DS1776  NETWORK    0.42   0.88           0.15   0.19   0.45     -0.04062269
 DS1776  -------------------------------------------------------------------
 DS1776  Click here for local accuracies and other accuracy information.
 DS1776
 DS1776.The horizontal coordinates were established by GPS observations
 DS1776.and adjusted by the ARKANSAS DEPT OF TRANS in March 2024.
 DS1776
 DS1776.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS1776.been affixed to the stable North American tectonic plate. See 
 DS1776.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS1776
 DS1776.The horizontal coordinates are valid at the epoch date displayed above
 DS1776.which is a decimal equivalence of Year/Month/Day.
 DS1776
 DS1776.The orthometric height was determined by GPS observations and a
 DS1776.high-resolution geoid model using precise GPS observation and
 DS1776.processing techniques.
 DS1776
 DS1776.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS1776.GEOID18 height accuracy estimate available here.
 DS1776
 DS1776.Click photographs - Photos may exist for this station.
 DS1776
 DS1776.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS1776
 DS1776.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS1776
 DS1776.The ellipsoidal height was determined by GPS observations
 DS1776.and is referenced to NAD 83.
 DS1776
 DS1776. The following values were computed from the NAD 83(2011) position.
 DS1776
 DS1776;                    North         East     Units Scale Factor Converg.
 DS1776;SPC AR N     -    85,171.901   274,164.073   MT  0.99997243   -0 48 11.1
 DS1776;SPC AR N     -   279,434.81    899,486.63   sFT  0.99997243   -0 48 11.1
 DS1776;UTM  15      - 3,883,433.812   465,354.911   MT  0.99961479   -0 13 06.7
 DS1776
 DS1776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1776!SPC AR N     -   0.99998604  x   0.99997243  =   0.99995847
 DS1776!UTM  15      -   0.99998604  x   0.99961479  =   0.99960084
 DS1776
 DS1776_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU6535483433(NAD 83)
 DS1776
 DS1776                          SUPERSEDED SURVEY CONTROL
 DS1776
 DS1776.No superseded survey control is available for this station.
 DS1776
 DS1776_MARKER: Z = SEE DESCRIPTION
 DS1776_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DS1776+WITH SETTING: PAVEMENT
 DS1776_SP_SET: ANTENNA REFERENCE POINT
 DS1776_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS1776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS1776+STABILITY: SURFACE MOTION
 DS1776_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS1776+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2022
 DS1776
 DS1776  HISTORY     - Date     Condition        Report By
 DS1776  HISTORY     - 20220809 MONUMENTED       ARHD
 DS1776
 DS1776                          STATION DESCRIPTION
 DS1776
 DS1776'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2022 (JDH)
 DS1776'THE MARK IS LOCATED ABOUT 8.6 MI (13.8 KM) EAST OF HAVANA, 7.6 MI
 DS1776'(12.2 KM) SOUTHWEST OF CHICKALAH AND 2.8 MI (4.5 KM) NORTH-NORTHEAST
 DS1776'OF DANVILLE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DS1776'
 DS1776'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 10 AND STATE HIGHWAY
 DS1776'27, HEAD EAST ALONG HIGHWAY 27 FOR 2.5 MI (4.0 KM) TO THE STATION ON
 DS1776'THE LEFT.
 DS1776'
 DS1776'IT IS 70 FT (21.3 M) NORTHWEST OF A CHAIN LINK FENCE CORNER, 62 FT
 DS1776'(18.9 M) NORTHEAST OF THE SOUTHEAST CORNER OF THE ARDOT MAINTENANCE
 DS1776'SHOP, 45 FT (13.7 M) SOUTHWEST OF A LIGHT POLE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR8096 ***********************************************************************
 DR8096  DESIGNATION -  ARDW BASE ARP
 DR8096  PID         -  DR8096
 DR8096  STATE/COUNTY-  AR/ARKANSAS
 DR8096  COUNTRY     -  US
 DR8096  USGS QUAD   -  DE WITT (2017)
 DR8096
 DR8096                         *CURRENT SURVEY CONTROL
 DR8096  ______________________________________________________________________
 DR8096* NAD 83(2011) POSITION- 34 17 55.48995(N) 091 21 24.79338(W)   ADJUSTED
 DR8096* NAD 83(2011) ELLIP HT-    34.600 (meters)        (02/29/24)   ADJUSTED
 DR8096* NAD 83(2011) EPOCH   -  2010.00
 DR8096* NAVD 88 ORTHO HEIGHT -    61.032 (meters)      200.24  (feet) ADJUSTED
 DR8096  ______________________________________________________________________
 DR8096  GEOID HEIGHT    -        -26.416 (meters)                     GEOID18
 DR8096  NAD 83(2011) X  -   -124,904.176 (meters)                     COMP
 DR8096  NAD 83(2011) Y  - -5,273,205.462 (meters)                     COMP
 DR8096  NAD 83(2011) Z  -  3,573,890.737 (meters)                     COMP
 DR8096  LAPLACE CORR    -         -1.40  (seconds)                    DEFLEC18
 DR8096  DYNAMIC HEIGHT  -         60.973 (meters)      200.04  (feet) COMP
 DR8096  MODELED GRAVITY -    979,665.8   (mgal)                       NAVD 88
 DR8096
 DR8096  VERT ORDER      -  SECOND    CLASS I
 DR8096
 DR8096  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR8096  Standards:
 DR8096         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR8096            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR8096  -------------------------------------------------------------------
 DR8096  NETWORK    0.53   0.92           0.13   0.26   0.47     -0.01700548
 DR8096  -------------------------------------------------------------------
 DR8096  Click here for local accuracies and other accuracy information.
 DR8096
 DR8096.The horizontal coordinates were established by GPS observations
 DR8096.and adjusted by the ARKANSAS DEPT OF TRANS in February 2024.
 DR8096
 DR8096.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR8096.been affixed to the stable North American tectonic plate. See 
 DR8096.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR8096
 DR8096.The horizontal coordinates are valid at the epoch date displayed above
 DR8096.which is a decimal equivalence of Year/Month/Day.
 DR8096
 DR8096.The orthometric height was determined by differential leveling and
 DR8096.adjusted by the NATIONAL GEODETIC SURVEY
 DR8096.in September 2022.
 DR8096
 DR8096.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8096.GEOID18 height accuracy estimate available here.
 DR8096
 DR8096.Click photographs - Photos may exist for this station.
 DR8096
 DR8096.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR8096
 DR8096.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR8096
 DR8096.The ellipsoidal height was determined by GPS observations
 DR8096.and is referenced to NAD 83.
 DR8096
 DR8096.The dynamic height is computed by dividing the NAVD 88
 DR8096.geopotential number by the normal gravity value computed on the
 DR8096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR8096.degrees latitude (g = 980.6199 gals.).
 DR8096
 DR8096.The modeled gravity was interpolated from observed gravity values.
 DR8096
 DR8096. The following values were computed from the NAD 83(2011) position.
 DR8096
 DR8096;                    North         East     Units Scale Factor Converg.
 DR8096;SPC AR S     -   581,204.709   459,200.462   MT  0.99992907   +0 21 35.8
 DR8096;SPC AR S     - 1,906,835.78  1,506,560.18   sFT  0.99992907   +0 21 35.8
 DR8096;UTM  15      - 3,796,503.287   651,212.285   MT  0.99988185   +0 55 33.9
 DR8096
 DR8096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR8096!SPC AR S     -   0.99999457  x   0.99992907  =   0.99992364
 DR8096!UTM  15      -   0.99999457  x   0.99988185  =   0.99987642
 DR8096
 DR8096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT5121296503(NAD 83)
 DR8096
 DR8096                          SUPERSEDED SURVEY CONTROL
 DR8096
 DR8096.No superseded survey control is available for this station.
 DR8096
 DR8096_MARKER: Z = SEE DESCRIPTION
 DR8096_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DR8096+WITH SETTING: PAVEMENT
 DR8096_SP_SET: ANTENNA REFERENCE POINT
 DR8096_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR8096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR8096+STABILITY: SURFACE MOTION
 DR8096_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR8096+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2023
 DR8096
 DR8096  HISTORY     - Date     Condition        Report By
 DR8096  HISTORY     - 20220124 MONUMENTED       ARHD
 DR8096  HISTORY     - 20231127 GOOD             ARHD
 DR8096
 DR8096                          STATION DESCRIPTION
 DR8096
 DR8096'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2022 (JDH)
 DR8096'THE MARK IS LOCATED ABOUT 9.6 MI (15.4 KM) EAST OF LODGE CORNER, 8.0
 DR8096'MI (12.9 KM) SOUTH-SOUTHEAST OF ALMYRA AND 1.2 MI (1.9 KM)
 DR8096'WEST-NORTHWEST OF DE WITT.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR8096'
 DR8096'TO REACH FROM THE INTERSECTION OF US HIGHWAY 165 AND STATE HIGHWAY 11,
 DR8096'HEAD EAST ALONG HIGHWAY 165 FOR 7.8 MI (12.6 KM) TO THE STATION ON THE
 DR8096'LEFT, THE ARDW CORS, ON TOP OF A HIGH AND DEEP WITH REBAR WITHIN A
 DR8096'CONCRETE COLUMN WITH A CONCRETE SQUARE BASE.
 DR8096'
 DR8096'IT IS 89 FT (27.1 M) NORTH OF HIGHWAY 165 CENTERLINE, 42 FT (12.8 M)
 DR8096'SOUTH OF THE SOUTHEAST CORNER OF A METAL BUILDING, 13 FT (4.0 M)
 DR8096'SOUTHEAST OF A FLAG POLE, 2 FT (0.6 M) NORTH OF A CHAIN LINK FENCE.
 DR8096
 DR8096                          STATION RECOVERY (2023)
 DR8096
 DR8096'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2023 (JDH)
 DR8096'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR9571 ***********************************************************************
 DR9571  HT_MOD      -  This is a Height Modernization Survey Station.
 DR9571  DESIGNATION -  AREL BASE ARP
 DR9571  PID         -  DR9571
 DR9571  STATE/COUNTY-  AR/UNION
 DR9571  COUNTRY     -  US
 DR9571  USGS QUAD   -  EL DORADO EAST (2017)
 DR9571
 DR9571                         *CURRENT SURVEY CONTROL
 DR9571  ______________________________________________________________________
 DR9571* NAD 83(2011) POSITION- 33 12 57.56340(N) 092 36 53.58084(W)   ADJUSTED
 DR9571* NAD 83(2011) ELLIP HT-    58.366 (meters)        (10/12/23)   ADJUSTED
 DR9571* NAD 83(2011) EPOCH   -  2010.00
 DR9571* NAVD 88 ORTHO HEIGHT -    84.62  (meters)      277.6   (feet) GPS OBS
 DR9571  ______________________________________________________________________
 DR9571  GEOID HEIGHT    -        -26.267 (meters)                     GEOID18
 DR9571  NAD 83(2011) X  -   -243,689.735 (meters)                     COMP
 DR9571  NAD 83(2011) Y  - -5,335,877.381 (meters)                     COMP
 DR9571  NAD 83(2011) Z  -  3,474,056.035 (meters)                     COMP
 DR9571  LAPLACE CORR    -          0.31  (seconds)                    DEFLEC18
 DR9571
 DR9571  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR9571  Standards:
 DR9571         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR9571            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR9571  -------------------------------------------------------------------
 DR9571  NETWORK    0.38   0.74           0.15   0.16   0.38      0.01555651
 DR9571  -------------------------------------------------------------------
 DR9571  Click here for local accuracies and other accuracy information.
 DR9571
 DR9571.The horizontal coordinates were established by GPS observations
 DR9571.and adjusted by the ARKANSAS DEPT OF TRANS in October 2023.
 DR9571
 DR9571.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR9571.been affixed to the stable North American tectonic plate. See 
 DR9571.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR9571
 DR9571.The horizontal coordinates are valid at the epoch date displayed above
 DR9571.which is a decimal equivalence of Year/Month/Day.
 DR9571
 DR9571.The orthometric height was determined by GPS observations and a
 DR9571.high-resolution geoid model using precise GPS observation and
 DR9571.processing techniques.
 DR9571
 DR9571.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9571.GEOID18 height accuracy estimate available here.
 DR9571
 DR9571.Click photographs - Photos may exist for this station.
 DR9571
 DR9571.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR9571
 DR9571.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR9571
 DR9571.The ellipsoidal height was determined by GPS observations
 DR9571.and is referenced to NAD 83.
 DR9571
 DR9571. The following values were computed from the NAD 83(2011) position.
 DR9571
 DR9571;                    North         East     Units Scale Factor Converg.
 DR9571;SPC AR S     -   461,100.223   342,676.789   MT  1.00001969   -0 20 38.9
 DR9571;SPC AR S     - 1,512,792.98  1,124,265.43   sFT  1.00001969   -0 20 38.9
 DR9571;UTM  15      - 3,675,298.084   535,888.169   MT  0.99961588   +0 12 39.5
 DR9571
 DR9571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR9571!SPC AR S     -   0.99999084  x   1.00001969  =   1.00001053
 DR9571!UTM  15      -   0.99999084  x   0.99961588  =   0.99960672
 DR9571
 DR9571_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS3588875298(NAD 83)
 DR9571
 DR9571                          SUPERSEDED SURVEY CONTROL
 DR9571
 DR9571.No superseded survey control is available for this station.
 DR9571
 DR9571_MARKER: DV = VERTICAL CONTROL DISK
 DR9571_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DR9571_SP_SET: ANTENNA REFERENCE POINT
 DR9571_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR9571_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9571+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2023
 DR9571
 DR9571  HISTORY     - Date     Condition        Report By
 DR9571  HISTORY     - 20231120 MONUMENTED       ARHD
 DR9571
 DR9571                          STATION DESCRIPTION
 DR9571
 DR9571'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2023 (JDH)
 DR9571'THE STATION IS LOCATED ABOUT 10.5 MI (17.0 KM) WEST-NORTHWEST OF
 DR9571'URBANA, 9.0 MI (14.4 KM) SOUTH-SOUTHWEST OF CALION AND 3.0 MI (4.9 KM)
 DR9571'EAST OF EL DORADO.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR9571'
 DR9571'AT THE ARDOT AREA MAINTENCE HEADQUARTERS ON A BUILDING MOUNT NOT
 DR9571'ACCESSIBLE TO THE PUBLIC. THIS IS A CORS MARK AS PART OF THE ARDOT
 DR9571'REAL TIME NETWORK.
 DR9571'
 DR9571'OPERATED BY ARDOT.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR7473 ***********************************************************************
 DR7473  DESIGNATION -  ARFD 1
 DR7473  PID         -  DR7473
 DR7473  STATE/COUNTY-  AR/DALLAS
 DR7473  COUNTRY     -  US
 DR7473  USGS QUAD   -  FORDYCE (2017)
 DR7473
 DR7473                         *CURRENT SURVEY CONTROL
 DR7473  ______________________________________________________________________
 DR7473* NAD 83(1986) POSITION- 33 47 56.48   (N) 092 27 33.93   (W)   HD_HELD1
 DR7473* NAVD 88 ORTHO HEIGHT -    94.949 (meters)      311.51  (feet) ADJUSTED
 DR7473  ______________________________________________________________________
 DR7473  GEOID HEIGHT    -        -26.092 (meters)                     GEOID18
 DR7473  DYNAMIC HEIGHT  -         94.852 (meters)      311.19  (feet) COMP
 DR7473  MODELED GRAVITY -    979,609.8   (mgal)                       NAVD 88
 DR7473
 DR7473  VERT ORDER      -  SECOND    CLASS I
 DR7473
 DR7473.The horizontal coordinates were determined by differentially corrected
 DR7473.hand held GPS observations or other comparable positioning techniques
 DR7473.and have an estimated accuracy of +/- 3 meters.
 DR7473
 DR7473.The orthometric height was determined by differential leveling and
 DR7473.adjusted by the NATIONAL GEODETIC SURVEY
 DR7473.in January 2022.
 DR7473
 DR7473.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7473.GEOID18 height accuracy estimate available here.
 DR7473
 DR7473.Click photographs - Photos may exist for this station.
 DR7473
 DR7473.The dynamic height is computed by dividing the NAVD 88
 DR7473.geopotential number by the normal gravity value computed on the
 DR7473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7473.degrees latitude (g = 980.6199 gals.).
 DR7473
 DR7473.The modeled gravity was interpolated from observed gravity values.
 DR7473
 DR7473;                    North         East    Units  Estimated Accuracy
 DR7473;SPC AR S     -   525,687.4     357,459.7     MT  (+/- 3 meters HH1 GPS) 
 DR7473
 DR7473_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT5003840003(NAD 83)
 DR7473
 DR7473                          SUPERSEDED SURVEY CONTROL
 DR7473
 DR7473.No superseded survey control is available for this station.
 DR7473
 DR7473_MARKER: DB = BENCH MARK DISK
 DR7473_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR7473_SP_SET: CATCH BASON
 DR7473_STAMPING: ARFD 1 2021
 DR7473_MARK LOGO: ARHD
 DR7473_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR7473_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR7473_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7473+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2021
 DR7473
 DR7473  HISTORY     - Date     Condition        Report By
 DR7473  HISTORY     - 20210526 MONUMENTED       ARHD
 DR7473
 DR7473                          STATION DESCRIPTION
 DR7473
 DR7473'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2021 (JDH)
 DR7473'THE MARK IS LOCATED ABOUT 5.7 MI (9.2 KM) EAST OF HOPEVILLE, 3.9 MI
 DR7473'(6.3 KM) NORTH-NORTHWEST OF CHAMBERSVILLE AND 2.9 MI (4.7 KM)
 DR7473'WEST-SOUTHWEST OF FORDYCE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7473'
 DR7473'TO REACH FROM THE INTERSECTION OF US HIGHWAY 167 AND STATE HIGHWAY
 DR7473'273, GO SOUTH ON HIGHWAY 167 FOR 1.1 MI (1.8 KM) TO THE STATION ON THE
 DR7473'LEFT, IN THE EAST SIDE OF A CATCH BASON.
 DR7473'
 DR7473'IT IS 128 FT (39.0 M) SOUTH OF THE CENTER OF THE TURNING LANE, 18 FT
 DR7473'(5.5 M) EAST OF HIGHWAY 167 SOUTH BOUND LANE EDGE OF ASPHALT AND 17 FT
 DR7473'(5.2 M) WEST OF HIGHWAY 167 NORTH BOUND LANE EDGE OF ASPHALT.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR7474 ***********************************************************************
 DR7474  DESIGNATION -  ARFD 2
 DR7474  PID         -  DR7474
 DR7474  STATE/COUNTY-  AR/CALHOUN
 DR7474  COUNTRY     -  US
 DR7474  USGS QUAD   -  FORDYCE (2017)
 DR7474
 DR7474                         *CURRENT SURVEY CONTROL
 DR7474  ______________________________________________________________________
 DR7474* NAD 83(1986) POSITION- 33 47 42.3    (N) 092 27 44.4    (W)   HD_HELD2
 DR7474* NAVD 88 ORTHO HEIGHT -   103.255 (meters)      338.76  (feet) ADJUSTED
 DR7474  ______________________________________________________________________
 DR7474  GEOID HEIGHT    -        -26.093 (meters)                     GEOID18
 DR7474  DYNAMIC HEIGHT  -        103.149 (meters)      338.41  (feet) COMP
 DR7474  MODELED GRAVITY -    979,609.1   (mgal)                       NAVD 88
 DR7474
 DR7474  VERT ORDER      -  SECOND    CLASS I
 DR7474
 DR7474.The horizontal coordinates were established by autonomous hand held GPS
 DR7474.observations and have an estimated accuracy of +/- 10 meters.
 DR7474
 DR7474.The orthometric height was determined by differential leveling and
 DR7474.adjusted by the NATIONAL GEODETIC SURVEY
 DR7474.in January 2022.
 DR7474
 DR7474.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7474.GEOID18 height accuracy estimate available here.
 DR7474
 DR7474.Click photographs - Photos may exist for this station.
 DR7474
 DR7474.The dynamic height is computed by dividing the NAVD 88
 DR7474.geopotential number by the normal gravity value computed on the
 DR7474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7474.degrees latitude (g = 980.6199 gals.).
 DR7474
 DR7474.The modeled gravity was interpolated from observed gravity values.
 DR7474
 DR7474;                    North         East    Units  Estimated Accuracy
 DR7474;SPC AR S     -   525,252.      357,188.      MT  (+/- 10 meters HH2 GPS)
 DR7474
 DR7474_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT4977139565(NAD 83)
 DR7474
 DR7474                          SUPERSEDED SURVEY CONTROL
 DR7474
 DR7474.No superseded survey control is available for this station.
 DR7474
 DR7474_MARKER: DB = BENCH MARK DISK
 DR7474_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DR7474+WITH SETTING: PAVEMENT
 DR7474_SP_SET: SQUARE BASE FOR CORS
 DR7474_STAMPING: ARFD 2 2021
 DR7474_MARK LOGO: ARHD
 DR7474_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR7474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR7474+STABILITY: SURFACE MOTION
 DR7474_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR7474+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2021
 DR7474
 DR7474  HISTORY     - Date     Condition        Report By
 DR7474  HISTORY     - 20210526 MONUMENTED       ARHD
 DR7474
 DR7474                          STATION DESCRIPTION
 DR7474
 DR7474'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2021 (JDH)
 DR7474'THE MARK IS LOCATED ABOUT 5.5 MI (8.8 KM) EAST OF HOPEVILLE, 3.7 MI
 DR7474'(6.0 KM) NORTH-NORTHWEST OF CHAMBERSVILLE AND 3.1 MI (5.0 KM)
 DR7474'WEST-SOUTHWEST OF FORDYCE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7474'
 DR7474'TO REACH FROM THE INTERSECTION OF US HIGHWAY 167 AND STATE HIGHWAY
 DR7474'273, GO SOUTH ON HIGHWAY 167 FOR 1.45 MI (2.33 KM) TO THE STATION ON
 DR7474'THE LEFT, IN THE ARFD CORS BASE.
 DR7474'
 DR7474'IT IS 102 FT (31.1 M) NORTH OF THE NORTH WEST CORNER OF THE ARDOT
 DR7474'WEIGH STATION BUILDING, 98 FT (29.9 M) NORTHEAST OF POWER POLE AND 55
 DR7474'FT (16.8 M) SOUTHWEST OF A LIGHT POLE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR7476 ***********************************************************************
 DR7476  DESIGNATION -  ARFD 3
 DR7476  PID         -  DR7476
 DR7476  STATE/COUNTY-  AR/CALHOUN
 DR7476  COUNTRY     -  US
 DR7476  USGS QUAD   -  FORDYCE (2017)
 DR7476
 DR7476                         *CURRENT SURVEY CONTROL
 DR7476  ______________________________________________________________________
 DR7476* NAD 83(1986) POSITION- 33 47 41.8    (N) 092 27 46.3    (W)   HD_HELD2
 DR7476* NAVD 88 ORTHO HEIGHT -   103.879 (meters)      340.81  (feet) ADJUSTED
 DR7476  ______________________________________________________________________
 DR7476  GEOID HEIGHT    -        -26.093 (meters)                     GEOID18
 DR7476  DYNAMIC HEIGHT  -        103.772 (meters)      340.46  (feet) COMP
 DR7476  MODELED GRAVITY -    979,609.1   (mgal)                       NAVD 88
 DR7476
 DR7476  VERT ORDER      -  SECOND    CLASS I
 DR7476
 DR7476.The horizontal coordinates were established by autonomous hand held GPS
 DR7476.observations and have an estimated accuracy of +/- 10 meters.
 DR7476
 DR7476.The orthometric height was determined by differential leveling and
 DR7476.adjusted by the NATIONAL GEODETIC SURVEY
 DR7476.in January 2022.
 DR7476
 DR7476.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7476.GEOID18 height accuracy estimate available here.
 DR7476
 DR7476.Click photographs - Photos may exist for this station.
 DR7476
 DR7476.The dynamic height is computed by dividing the NAVD 88
 DR7476.geopotential number by the normal gravity value computed on the
 DR7476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7476.degrees latitude (g = 980.6199 gals.).
 DR7476
 DR7476.The modeled gravity was interpolated from observed gravity values.
 DR7476
 DR7476;                    North         East    Units  Estimated Accuracy
 DR7476;SPC AR S     -   525,237.      357,139.      MT  (+/- 10 meters HH2 GPS)
 DR7476
 DR7476_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT4972239549(NAD 83)
 DR7476
 DR7476                          SUPERSEDED SURVEY CONTROL
 DR7476
 DR7476.No superseded survey control is available for this station.
 DR7476
 DR7476_MARKER: B = BOLT
 DR7476_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DR7476_SP_SET: SIGN BASE
 DR7476_STAMPING: ARFD 3 2021
 DR7476_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR7476_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7476_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR7476+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2021
 DR7476
 DR7476  HISTORY     - Date     Condition        Report By
 DR7476  HISTORY     - 20210526 MONUMENTED       ARHD
 DR7476
 DR7476                          STATION DESCRIPTION
 DR7476
 DR7476'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2021 (JDH)
 DR7476'THE MARK IS LOCATED ABOUT 5.4 MI (8.7 KM) EAST OF HOPEVILLE, 3.7 MI
 DR7476'(6.0 KM) NORTH-NORTHWEST OF CHAMBERSVILLE AND 3.2 MI (5.1 KM)
 DR7476'WEST-SOUTHWEST OF FORDYCE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7476'
 DR7476'TO REACH FROM THE INTERSECTION OF US HIGHWAY 167 AND STATE HIGHWAY
 DR7476'273, GO SOUTH ON HIGHWAY 167 FOR 1.5 MI (2.4 KM) TO THE STATION ON THE
 DR7476'LEFT, IN A BOLT IN THE ARDOT SIGN BASE.
 DR7476'
 DR7476'IT IS 89 FT (27.1 M) WEST OF A 36 INCH (91 CM) CONCRETE CULVERT, 20 FT
 DR7476'(6.1 M) EAST OF A GUARD RAIL AND 15 FT (4.6 M) EAST OF HIGHWAY 167
 DR7476'SOUTH BOUND LANE EDGE OF PAVEMENT.
 DR7476'
 DR7476'NOTE-ARFD 3 2021 IS STAMPED ON THE TOP OF THE BOLT.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR7477 ***********************************************************************
 DR7477  DESIGNATION -  ARFD 4
 DR7477  PID         -  DR7477
 DR7477  STATE/COUNTY-  AR/CALHOUN
 DR7477  COUNTRY     -  US
 DR7477  USGS QUAD   -  FORDYCE (2017)
 DR7477
 DR7477                         *CURRENT SURVEY CONTROL
 DR7477  ______________________________________________________________________
 DR7477* NAD 83(1986) POSITION- 33 47 40.54   (N) 092 27 44.64   (W)   HD_HELD1
 DR7477* NAVD 88 ORTHO HEIGHT -   103.233 (meters)      338.69  (feet) ADJUSTED
 DR7477  ______________________________________________________________________
 DR7477  GEOID HEIGHT    -        -26.093 (meters)                     GEOID18
 DR7477  DYNAMIC HEIGHT  -        103.128 (meters)      338.35  (feet) COMP
 DR7477  MODELED GRAVITY -    979,609.1   (mgal)                       NAVD 88
 DR7477
 DR7477  VERT ORDER      -  SECOND    CLASS I
 DR7477
 DR7477.The horizontal coordinates were determined by differentially corrected
 DR7477.hand held GPS observations or other comparable positioning techniques
 DR7477.and have an estimated accuracy of +/- 3 meters.
 DR7477
 DR7477.The orthometric height was determined by differential leveling and
 DR7477.adjusted by the NATIONAL GEODETIC SURVEY
 DR7477.in January 2022.
 DR7477
 DR7477.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7477.GEOID18 height accuracy estimate available here.
 DR7477
 DR7477.Click photographs - Photos may exist for this station.
 DR7477
 DR7477.The dynamic height is computed by dividing the NAVD 88
 DR7477.geopotential number by the normal gravity value computed on the
 DR7477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7477.degrees latitude (g = 980.6199 gals.).
 DR7477
 DR7477.The modeled gravity was interpolated from observed gravity values.
 DR7477
 DR7477;                    North         East    Units  Estimated Accuracy
 DR7477;SPC AR S     -   525,197.6     357,182.0     MT  (+/- 3 meters HH1 GPS) 
 DR7477
 DR7477_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT4976539511(NAD 83)
 DR7477
 DR7477                          SUPERSEDED SURVEY CONTROL
 DR7477
 DR7477.No superseded survey control is available for this station.
 DR7477
 DR7477_MARKER: DB = BENCH MARK DISK
 DR7477_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 DR7477_SP_SET: WEIGH STATION BASE
 DR7477_STAMPING: ARFD 4 2021
 DR7477_MARK LOGO: ARHD
 DR7477_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR7477_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DR7477+STABILITY: POSITION/ELEVATION WELL
 DR7477_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7477+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2021
 DR7477
 DR7477  HISTORY     - Date     Condition        Report By
 DR7477  HISTORY     - 20210526 MONUMENTED       ARHD
 DR7477
 DR7477                          STATION DESCRIPTION
 DR7477
 DR7477'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2021 (JDH)
 DR7477'THE MARK IS LOCATED ABOUT 5.5 MI (8.8 KM) EAST OF HOPEVILLE, 3.7 MI
 DR7477'(6.0 KM) NORTH-NORTHWEST OF CHAMBERSVILLE AND 3.1 MI (5.0 KM)
 DR7477'WEST-SOUTHWEST OF FORDYCE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7477'
 DR7477'TO REACH FROM THE INTERSECTION OF US HIGHWAY 167 AND STATE HIGHWAY
 DR7477'273, GO SOUTH ON HIGHWAY 167 FOR 1.5 MI (2.4 KM) TO THE STATION ON THE
 DR7477'LEFT, IN THE CONCRETE BASE OF AN OLD WEIGH STATION.
 DR7477'
 DR7477'IT IS 51 FT (15.5 M) SOUTH OF THE SOUTHEAST CORNER OF THE ARDOT WEIGH
 DR7477'STATION BUILDING, 49 FT (14.9 M) WEST OF HIGHWAY 167 NORTH BOUND LANE
 DR7477'EDGE OF PAVEMENT AND 31 FT (9.4 M) SOUTHEAST OF A LIGHT POLE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR7475 ***********************************************************************
 DR7475  DESIGNATION -  ARFD BASE ARP
 DR7475  PID         -  DR7475
 DR7475  STATE/COUNTY-  AR/DALLAS
 DR7475  COUNTRY     -  US
 DR7475  USGS QUAD   -  FORDYCE (2017)
 DR7475
 DR7475                         *CURRENT SURVEY CONTROL
 DR7475  ______________________________________________________________________
 DR7475* NAD 83(2011) POSITION- 33 47 42.28904(N) 092 27 44.06603(W)   ADJUSTED
 DR7475* NAD 83(2011) ELLIP HT-    80.191 (meters)        (05/01/24)   ADJUSTED
 DR7475* NAD 83(2011) EPOCH   -  2010.00
 DR7475* NAVD 88 ORTHO HEIGHT -   106.291 (meters)      348.72  (feet) ADJUSTED
 DR7475  ______________________________________________________________________
 DR7475  GEOID HEIGHT    -        -26.093 (meters)                     GEOID18
 DR7475  NAD 83(2011) X  -   -227,951.022 (meters)                     COMP
 DR7475  NAD 83(2011) Y  - -5,301,102.836 (meters)                     COMP
 DR7475  NAD 83(2011) Z  -  3,527,624.617 (meters)                     COMP
 DR7475  LAPLACE CORR    -          0.58  (seconds)                    DEFLEC18
 DR7475  DYNAMIC HEIGHT  -        106.182 (meters)      348.37  (feet) COMP
 DR7475  MODELED GRAVITY -    979,609.1   (mgal)                       NAVD 88
 DR7475
 DR7475  VERT ORDER      -  SECOND    CLASS I
 DR7475
 DR7475  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR7475  Standards:
 DR7475         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR7475            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR7475  -------------------------------------------------------------------
 DR7475  NETWORK    0.51   0.80           0.12   0.25   0.41     -0.00029430
 DR7475  -------------------------------------------------------------------
 DR7475  Click here for local accuracies and other accuracy information.
 DR7475
 DR7475.The horizontal coordinates were established by GPS observations
 DR7475.and adjusted by the ARKANSAS DEPT OF TRANS in May 2024.
 DR7475
 DR7475.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR7475.been affixed to the stable North American tectonic plate. See 
 DR7475.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR7475
 DR7475.The horizontal coordinates are valid at the epoch date displayed above
 DR7475.which is a decimal equivalence of Year/Month/Day.
 DR7475
 DR7475.The orthometric height was determined by differential leveling and
 DR7475.adjusted by the NATIONAL GEODETIC SURVEY
 DR7475.in January 2022.
 DR7475
 DR7475.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7475.GEOID18 height accuracy estimate available here.
 DR7475
 DR7475.Click photographs - Photos may exist for this station.
 DR7475
 DR7475.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR7475
 DR7475.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR7475
 DR7475.The ellipsoidal height was determined by GPS observations
 DR7475.and is referenced to NAD 83.
 DR7475
 DR7475.The dynamic height is computed by dividing the NAVD 88
 DR7475.geopotential number by the normal gravity value computed on the
 DR7475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7475.degrees latitude (g = 980.6199 gals.).
 DR7475
 DR7475.The modeled gravity was interpolated from observed gravity values.
 DR7475
 DR7475. The following values were computed from the NAD 83(2011) position.
 DR7475
 DR7475;                    North         East     Units Scale Factor Converg.
 DR7475;SPC AR S     -   525,251.399   357,196.998   MT  0.99992714   -0 15 31.4
 DR7475;SPC AR S     - 1,723,262.30  1,171,903.82   sFT  0.99992714   -0 15 31.4
 DR7475;UTM  15      - 3,739,565.207   549,780.130   MT  0.99963055   +0 17 56.8
 DR7475
 DR7475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR7475!SPC AR S     -   0.99998741  x   0.99992714  =   0.99991455
 DR7475!UTM  15      -   0.99998741  x   0.99963055  =   0.99961797
 DR7475
 DR7475_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT4978039565(NAD 83)
 DR7475
 DR7475                          SUPERSEDED SURVEY CONTROL
 DR7475
 DR7475.No superseded survey control is available for this station.
 DR7475
 DR7475_MARKER: Z = SEE DESCRIPTION
 DR7475_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DR7475+WITH SETTING: PAVEMENT
 DR7475_SP_SET: ANTENNA REFERENCE POINT
 DR7475_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DR7475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR7475+STABILITY: SURFACE MOTION
 DR7475_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7475+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2024
 DR7475
 DR7475  HISTORY     - Date     Condition        Report By
 DR7475  HISTORY     - 20211026 MONUMENTED       ARHD
 DR7475  HISTORY     - 20240429 GOOD             ARHD
 DR7475
 DR7475                          STATION DESCRIPTION
 DR7475
 DR7475'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2021 (JDH)
 DR7475'THE MARK IS LOCATED ABOUT 5.5 MI (8.8 KM) EAST OF HOPEVILLE, 3.7 MI
 DR7475'(6.0 KM) NORTH-NORTHWEST OF CHAMBERSVILLE AND 3.1 MI (5.0 KM)
 DR7475'WEST-SOUTHWEST OF FORDYCE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7475'
 DR7475'TO REACH FROM THE INTERSECTION OF US HIGHWAY 167 AND STATE HIGHWAY
 DR7475'243, GO SOUTH ALONG HIGHWAY 167 FOR 1.45 MI (2.33 KM) TO THE STATION
 DR7475'ON THE LEFT, THE ARFD CORS, ON TOP OF A HIGH AND DEEP WITH REBAR
 DR7475'WITHIN A CONCRETE COLUMN WITH A SQUARE CONCRETE BASE.
 DR7475'
 DR7475'IT IS 102 FT (31.1 M) NORTH OF THE NORTHWEST CORNER OF THE WEIGH
 DR7475'STATION BUILDING, 98 FT (29.9 M) NORTHEAST OF A POWER POLE AND 55 FT
 DR7475'(16.8 M) SOUTHWEST OF A LIGHT POLE.
 DR7475
 DR7475                          STATION RECOVERY (2024)
 DR7475
 DR7475'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (JDH)
 DR7475'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DP8073 ***********************************************************************
 DP8073  DESIGNATION -  ARFS BASE ARP
 DP8073  PID         -  DP8073
 DP8073  STATE/COUNTY-  AR/SEBASTIAN
 DP8073  COUNTRY     -  US
 DP8073  USGS QUAD   -  BARLING (2017)
 DP8073
 DP8073                         *CURRENT SURVEY CONTROL
 DP8073  ______________________________________________________________________
 DP8073* NAD 83(2011) POSITION- 35 19 18.22419(N) 094 18 16.14656(W)   ADJUSTED
 DP8073* NAD 83(2011) ELLIP HT-   112.334 (meters)        (11/06/18)   ADJUSTED
 DP8073* NAD 83(2011) EPOCH   -  2010.00
 DP8073* NAVD 88 ORTHO HEIGHT -   142.555 (meters)      467.70  (feet) ADJUSTED
 DP8073  ______________________________________________________________________
 DP8073  GEOID HEIGHT    -        -30.213 (meters)                     GEOID18
 DP8073  NAD 83(2011) X  -   -391,043.115 (meters)                     COMP
 DP8073  NAD 83(2011) Y  - -5,195,267.476 (meters)                     COMP
 DP8073  NAD 83(2011) Z  -  3,667,112.825 (meters)                     COMP
 DP8073  LAPLACE CORR    -          1.76  (seconds)                    DEFLEC18
 DP8073  DYNAMIC HEIGHT  -        142.420 (meters)      467.26  (feet) COMP
 DP8073  MODELED GRAVITY -    979,685.6   (mgal)                       NAVD 88
 DP8073
 DP8073  VERT ORDER      -  FIRST     CLASS II
 DP8073
 DP8073  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP8073  Standards:
 DP8073         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP8073            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP8073  -------------------------------------------------------------------
 DP8073  NETWORK    0.47   1.39           0.22   0.15   0.71      0.00972423
 DP8073  -------------------------------------------------------------------
 DP8073  Click here for local accuracies and other accuracy information.
 DP8073
 DP8073.The horizontal coordinates were established by GPS observations
 DP8073.and adjusted by the ARKANSAS DEPT OF TRANS in November 2018.
 DP8073
 DP8073.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP8073.been affixed to the stable North American tectonic plate. See 
 DP8073.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP8073
 DP8073.The horizontal coordinates are valid at the epoch date displayed above
 DP8073.which is a decimal equivalence of Year/Month/Day.
 DP8073
 DP8073.The orthometric height was determined by differential leveling and
 DP8073.adjusted by the NATIONAL GEODETIC SURVEY
 DP8073.in November 2015.
 DP8073
 DP8073.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8073.GEOID18 height accuracy estimate available here.
 DP8073
 DP8073.Click photographs - Photos may exist for this station.
 DP8073
 DP8073.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP8073
 DP8073.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP8073
 DP8073.The ellipsoidal height was determined by GPS observations
 DP8073.and is referenced to NAD 83.
 DP8073
 DP8073.The dynamic height is computed by dividing the NAVD 88
 DP8073.geopotential number by the normal gravity value computed on the
 DP8073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8073.degrees latitude (g = 980.6199 gals.).
 DP8073
 DP8073.The modeled gravity was interpolated from observed gravity values.
 DP8073
 DP8073. The following values were computed from the NAD 83(2011) position.
 DP8073
 DP8073;                    North         East     Units Scale Factor Converg.
 DP8073;SPC AR N     -   112,105.783   190,484.877   MT  0.99994637   -1 20 27.5
 DP8073;SPC AR N     -   367,800.39    624,949.13   sFT  0.99994637   -1 20 27.5
 DP8073;UTM  15      - 3,909,503.018   381,427.948   MT  0.99977326   -0 45 15.5
 DP8073
 DP8073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP8073!SPC AR N     -   0.99998237  x   0.99994637  =   0.99992874
 DP8073!UTM  15      -   0.99998237  x   0.99977326  =   0.99975563
 DP8073
 DP8073_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV8142709503(NAD 83)
 DP8073
 DP8073                          SUPERSEDED SURVEY CONTROL
 DP8073
 DP8073.No superseded survey control is available for this station.
 DP8073
 DP8073_MARKER: Z = SEE DESCRIPTION
 DP8073_SETTING: 41 = SET IN A LARGE STRUCTURE WITH FOUNDATIONS ON BEDROCK
 DP8073_SP_SET: ANTENNA REFERENCE
 DP8073_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP8073_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DP8073+STABILITY: POSITION/ELEVATION WELL
 DP8073_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8073+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2020
 DP8073
 DP8073  HISTORY     - Date     Condition        Report By
 DP8073  HISTORY     - 20150122 MONUMENTED       ARHD
 DP8073  HISTORY     - 20180925 GOOD             ARHD
 DP8073  HISTORY     - 20200210 GOOD             USACEL
 DP8073
 DP8073                          STATION DESCRIPTION
 DP8073
 DP8073'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 DP8073'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) SOUTHEAST OF FORT SMITH,
 DP8073'5.5 MI (8.8 KM) EAST OF SOUTH FORT SMITH AND IN THE TOWN OF BARLING,
 DP8073'AR.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DP8073'
 DP8073'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 22, STATE HIGHWAY 59
 DP8073'NORTH AND CITY STREET FRONTIER ROAD, GO WEST ON FRONTIER ROAD FOR 0.5
 DP8073'MI (0.8 KM) TO THE WEST ENTRANCE OF THE ARKANSAS HIGHWAY AND
 DP8073'TRANSPORTATION DEPARTMENT RESIDENT ENGINEER OFFICE.  TURN RIGHT ON THE
 DP8073'PAVED DRIVE AND GO NORTH ON THE PAVED DRIVE FOR 0.1 MI (0.2 KM) AND
 DP8073'CONTINUE NORTH ON GRAVEL FOR 0.1 MI (0.2 KM) TO THE STATION ON THE
 DP8073'LEFT A GPS CORS.
 DP8073'
 DP8073'IT IS 51 FT (15.5 M) WEST OF V 342 BENCH MARK, 21 FT (6.4 M) WEST OF
 DP8073'THE SOUTHWEST CORNER OF A CONCRETE BUILDING AND 5 FT (1.5 M) NORTHEAST
 DP8073'OF THE SOUTHEAST CORNER OF A CONCRETE BUILDING.
 DP8073
 DP8073                          STATION RECOVERY (2018)
 DP8073
 DP8073'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (JAW)
 DP8073'RECOVERED AS DESCRIBED.
 DP8073
 DP8073                          STATION RECOVERY (2020)
 DP8073
 DP8073'RECOVERY NOTE BY USACE LITTLE ROCK 2020 (JKC)
 DP8073'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ9088 ***********************************************************************
 DQ9088  CORS        -  This is a GPS Continuously Operating Reference Station.
 DQ9088  DESIGNATION -  ARGS GUM SPRINGS CORS ARP
 DQ9088  CORS_ID     -  ARGS
 DQ9088  PID         -  DQ9088
 DQ9088  STATE/COUNTY-  AR/CLARK
 DQ9088  COUNTRY     -  US
 DQ9088  USGS QUAD   -  ARKADELPHIA (2017)
 DQ9088
 DQ9088                         *CURRENT SURVEY CONTROL
 DQ9088  ______________________________________________________________________
 DQ9088* NAD 83(2011) POSITION- 34 04 05.49473(N) 093 06 58.20457(W)   ADJUSTED
 DQ9088* NAD 83(2011) ELLIP HT-    70.566 (meters)        (04/??/25)   ADJUSTED
 DQ9088* NAD 83(2011) EPOCH   -  2010.00
 DQ9088* NAVD 88 ORTHO HEIGHT -    97.381 (meters)      319.49  (feet) ADJUSTED
 DQ9088  ______________________________________________________________________
 DQ9088  GEOID HEIGHT    -        -26.828 (meters)                     GEOID18
 DQ9088  NAD 83(2011) X  -   -287,517.641 (meters)                     COMP
 DQ9088  NAD 83(2011) Y  - -5,281,262.634 (meters)                     COMP
 DQ9088  NAD 83(2011) Z  -  3,552,754.556 (meters)                     COMP
 DQ9088  VERT ORDER      -  SECOND    CLASS I
 DQ9088
 DQ9088  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ9088  Standards:
 DQ9088         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ9088            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ9088  -------------------------------------------------------------------
 DQ9088  NETWORK    0.06   0.12           0.03   0.02   0.06     -0.44602300
 DQ9088  -------------------------------------------------------------------
 DQ9088
 DQ9088.The coordinates were established by GPS observations
 DQ9088.and adjusted by the National Geodetic Survey in April 2025.
 DQ9088
 DQ9088.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ9088.been affixed to the stable North American Tectonic Plate. 
 DQ9088
 DQ9088.The coordinates are valid at the epoch date displayed above
 DQ9088.which is a decimal equivalence of Year/Month/Day.
 DQ9088
 DQ9088.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DQ9088.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DQ9088.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DQ9088.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DQ9088.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DQ9088.published epoch of 2010.00.
 DQ9088
 DQ9088.Additional information on MYCS is available at:
 DQ9088.https://geodesy.noaa.gov/CORS/index.shtml
 DQ9088
 DQ9088.The orthometric height was determined by differential leveling and
 DQ9088.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9088.in February 2019.
 DQ9088
 DQ9088.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9088.GEOID18 height accuracy estimate available here.
 DQ9088
 DQ9088.The PID for the CORS L1 Phase Center is DQ9089.
 DQ9088
 DQ9088.Click photographs - Photos may exist for this station.
 DQ9088
 DQ9088.The XYZ, and position/ellipsoidal ht. are equivalent.
 DQ9088
 DQ9088.The ellipsoidal height was determined by GPS observations
 DQ9088.and is referenced to NAD 83.
 DQ9088
 DQ9088. The following values were computed from the NAD 83(2011) position.
 DQ9088
 DQ9088;                    North         East     Units Scale Factor Converg.
 DQ9088;SPC AR S     -   556,007.997   296,975.961   MT  0.99991864   -0 37 29.0
 DQ9088;SPC AR S     - 1,824,169.57    974,328.63   sFT  0.99991864   -0 37 29.0
 DQ9088;UTM  15      - 3,769,723.209   489,280.720   MT  0.99960142   -0 03 54.3
 DQ9088
 DQ9088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ9088!SPC AR S     -   0.99998892  x   0.99991864  =   0.99990756
 DQ9088!UTM  15      -   0.99998892  x   0.99960142  =   0.99959035
 DQ9088
 DQ9088_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT8928069723(NAD 83)
 DQ9088
 DQ9088                          SUPERSEDED SURVEY CONTROL
 DQ9088
 DQ9088  NAD 83(2011)-  34 04 05.49477(N)    093 06 58.20489(W) AD(2010.00) c
 DQ9088  ELLIP H (08/??/19)   70.550  (m)                       GP(2010.00) c c
 DQ9088  NAD 83(2011)-  34 04 05.49500(N)    093 06 58.20481(W) AD(2010.00) c
 DQ9088  ELLIP H (07/??/18)   70.563  (m)                       GP(2010.00) c c
 DQ9088
 DQ9088.Superseded values are not recommended for survey control.
 DQ9088
 DQ9088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ9088.See file dsdata.pdf to determine how the superseded data were derived.
 DQ9088
 DQ9088_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DQ9088
 DQ9088                          STATION DESCRIPTION
 DQ9088
 DQ9088'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DQ9088'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DQ9088'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DQ9088'AND LOG FILES ACCESSIBLE AT:
 DQ9088'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DS1744 ***********************************************************************
 DS1744  HT_MOD      -  This is a Height Modernization Survey Station.
 DS1744  DESIGNATION -  ARHB BASE ARP
 DS1744  PID         -  DS1744
 DS1744  STATE/COUNTY-  AR/ASHLEY
 DS1744  COUNTRY     -  US
 DS1744  USGS QUAD   -  HAMBURG (2017)
 DS1744
 DS1744                         *CURRENT SURVEY CONTROL
 DS1744  ______________________________________________________________________
 DS1744* NAD 83(2011) POSITION- 33 14 25.65694(N) 091 45 51.02879(W)   ADJUSTED
 DS1744* NAD 83(2011) ELLIP HT-    28.148 (meters)        (04/30/24)   ADJUSTED
 DS1744* NAD 83(2011) EPOCH   -  2010.00
 DS1744* NAVD 88 ORTHO HEIGHT -    53.92  (meters)      176.9   (feet) GPS OBS
 DS1744  ______________________________________________________________________
 DS1744  GEOID HEIGHT    -        -25.788 (meters)                     GEOID18
 DS1744  NAD 83(2011) X  -   -164,393.869 (meters)                     COMP
 DS1744  NAD 83(2011) Y  - -5,337,395.564 (meters)                     COMP
 DS1744  NAD 83(2011) Z  -  3,476,309.721 (meters)                     COMP
 DS1744  LAPLACE CORR    -         -0.14  (seconds)                    DEFLEC18
 DS1744
 DS1744  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS1744  Standards:
 DS1744         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS1744            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS1744  -------------------------------------------------------------------
 DS1744  NETWORK    0.43   0.74           0.14   0.20   0.38      0.01521956
 DS1744  -------------------------------------------------------------------
 DS1744  Click here for local accuracies and other accuracy information.
 DS1744
 DS1744.The horizontal coordinates were established by GPS observations
 DS1744.and adjusted by the ARKANSAS DEPT OF TRANS in April 2024.
 DS1744
 DS1744.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS1744.been affixed to the stable North American tectonic plate. See 
 DS1744.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS1744
 DS1744.The horizontal coordinates are valid at the epoch date displayed above
 DS1744.which is a decimal equivalence of Year/Month/Day.
 DS1744
 DS1744.The orthometric height was determined by GPS observations and a
 DS1744.high-resolution geoid model using precise GPS observation and
 DS1744.processing techniques.
 DS1744
 DS1744.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS1744.GEOID18 height accuracy estimate available here.
 DS1744
 DS1744.Click photographs - Photos may exist for this station.
 DS1744
 DS1744.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS1744
 DS1744.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS1744
 DS1744.The ellipsoidal height was determined by GPS observations
 DS1744.and is referenced to NAD 83.
 DS1744
 DS1744. The following values were computed from the NAD 83(2011) position.
 DS1744
 DS1744;                    North         East     Units Scale Factor Converg.
 DS1744;SPC AR S     -   463,667.408   421,978.942   MT  1.00001373   +0 07 55.2
 DS1744;SPC AR S     - 1,521,215.49  1,384,442.58   sFT  1.00001373   +0 07 55.2
 DS1744;UTM  15      - 3,678,625.606   615,135.072   MT  0.99976344   +0 40 39.0
 DS1744
 DS1744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1744!SPC AR S     -   0.99999558  x   1.00001373  =   1.00000931
 DS1744!UTM  15      -   0.99999558  x   0.99976344  =   0.99975902
 DS1744
 DS1744_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS1513578625(NAD 83)
 DS1744
 DS1744                          SUPERSEDED SURVEY CONTROL
 DS1744
 DS1744.No superseded survey control is available for this station.
 DS1744
 DS1744_MARKER: Z = SEE DESCRIPTION
 DS1744_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DS1744_SP_SET: ANTENNA REFERENCE POINT
 DS1744_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS1744_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS1744_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS1744+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2022
 DS1744
 DS1744  HISTORY     - Date     Condition        Report By
 DS1744  HISTORY     - 20221102 MONUMENTED       ARHD
 DS1744
 DS1744                          STATION DESCRIPTION
 DS1744
 DS1744'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2022 (JDH)
 DS1744'THE MARK IS LOCATED ABOUT 9.1 MI (14.6 KM) WEST-SOUTHWEST OF SNYDER,
 DS1744'4.8 MI (7.7 KM) WEST-SOUTHWEST OF MIST AND 2.1 MI (3.4 KM)
 DS1744'EAST-NORTHEAST OF HAMBURG.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DS1744'
 DS1744'TO REACH FROM THE INTERSECTION OF US HIGHWAY 425 AND US HIGHWAY 82,
 DS1744'HEAD EAST ALONG HIGHWAY 82 FOR 2.10 MI (3.38 KM) TO THE STATION ON THE
 DS1744'ON TOP OF THE NORTH END OF THE ARDOT MAINTENANCE SHOP.
 DS1744'
 DS1744'IT IS 80 FT (24.4 M) SOUTH OF THE SOUTHWEST CORNER OF A WOOD SHED, 74
 DS1744'FT (22.6 M) EAST OF THE NORTHEAST END OF THE GAS PUMP ISLAND, 5 FT
 DS1744'(1.5 M) SOUTHEAST OF THE NORTHWEST CORNER OF THE ARDOT MAINTENANCE
 DS1744'SHOP.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR7314 ***********************************************************************
 DR7314  DESIGNATION -  ARHL BASE ARP
 DR7314  PID         -  DR7314
 DR7314  STATE/COUNTY-  AR/SHARP
 DR7314  COUNTRY     -  US
 DR7314  USGS QUAD   -  STUART (2017)
 DR7314
 DR7314                         *CURRENT SURVEY CONTROL
 DR7314  ______________________________________________________________________
 DR7314* NAD 83(2011) POSITION- 36 15 36.19238(N) 091 32 35.57266(W)   ADJUSTED
 DR7314* NAD 83(2011) ELLIP HT-   191.355 (meters)        (05/02/24)   ADJUSTED
 DR7314* NAD 83(2011) EPOCH   -  2010.00
 DR7314* NAVD 88 ORTHO HEIGHT -   219.654 (meters)      720.65  (feet) ADJUSTED
 DR7314  ______________________________________________________________________
 DR7314  GEOID HEIGHT    -        -28.297 (meters)                     GEOID18
 DR7314  NAD 83(2011) X  -   -138,671.052 (meters)                     COMP
 DR7314  NAD 83(2011) Y  - -5,147,271.475 (meters)                     COMP
 DR7314  NAD 83(2011) Z  -  3,751,611.192 (meters)                     COMP
 DR7314  LAPLACE CORR    -         -1.12  (seconds)                    DEFLEC18
 DR7314  DYNAMIC HEIGHT  -        219.468 (meters)      720.04  (feet) COMP
 DR7314  MODELED GRAVITY -    979,782.4   (mgal)                       NAVD 88
 DR7314
 DR7314  VERT ORDER      -  SECOND    CLASS I
 DR7314
 DR7314  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR7314  Standards:
 DR7314         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR7314            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR7314  -------------------------------------------------------------------
 DR7314  NETWORK    0.31   0.71           0.12   0.13   0.36     -0.00942378
 DR7314  -------------------------------------------------------------------
 DR7314  Click here for local accuracies and other accuracy information.
 DR7314
 DR7314.The horizontal coordinates were established by GPS observations
 DR7314.and adjusted by the ARKANSAS DEPT OF TRANS in May 2024.
 DR7314
 DR7314.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR7314.been affixed to the stable North American tectonic plate. See 
 DR7314.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR7314
 DR7314.The horizontal coordinates are valid at the epoch date displayed above
 DR7314.which is a decimal equivalence of Year/Month/Day.
 DR7314
 DR7314.The orthometric height was determined by differential leveling and
 DR7314.adjusted by the NATIONAL GEODETIC SURVEY
 DR7314.in January 2022.
 DR7314
 DR7314.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7314.GEOID18 height accuracy estimate available here.
 DR7314
 DR7314.Click photographs - Photos may exist for this station.
 DR7314
 DR7314.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR7314
 DR7314.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR7314
 DR7314.The ellipsoidal height was determined by GPS observations
 DR7314.and is referenced to NAD 83.
 DR7314
 DR7314.The dynamic height is computed by dividing the NAVD 88
 DR7314.geopotential number by the normal gravity value computed on the
 DR7314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7314.degrees latitude (g = 980.6199 gals.).
 DR7314
 DR7314.The modeled gravity was interpolated from observed gravity values.
 DR7314
 DR7314. The following values were computed from the NAD 83(2011) position.
 DR7314
 DR7314;                    North         East     Units Scale Factor Converg.
 DR7314;SPC AR N     -   213,856.182   441,049.885   MT  1.00000539   +0 15 56.9
 DR7314;SPC AR N     -   701,626.49  1,447,011.16   sFT  1.00000539   +0 15 56.9
 DR7314;UTM  15      - 4,013,776.935   630,868.457   MT  0.99981102   +0 51 42.3
 DR7314
 DR7314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR7314!SPC AR N     -   0.99996997  x   1.00000539  =   0.99997536
 DR7314!UTM  15      -   0.99996997  x   0.99981102  =   0.99978099
 DR7314
 DR7314_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA3086813776(NAD 83)
 DR7314
 DR7314                          SUPERSEDED SURVEY CONTROL
 DR7314
 DR7314.No superseded survey control is available for this station.
 DR7314
 DR7314_MARKER: Z = SEE DESCRIPTION
 DR7314_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DR7314_SP_SET: ANTENNA REFERENCE POINT
 DR7314_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR7314_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7314_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7314+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2024
 DR7314
 DR7314  HISTORY     - Date     Condition        Report By
 DR7314  HISTORY     - 20210914 MONUMENTED       ARHD
 DR7314  HISTORY     - 20211018 GOOD             ARHD
 DR7314  HISTORY     - 20240603 GOOD             ARHD
 DR7314
 DR7314                          STATION DESCRIPTION
 DR7314
 DR7314'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2021 (JDH)
 DR7314'THE MARK IS LOCATED ABOUT 5.1 MI (8.2 KM) SOUTHWEST OF HARDY, 4.4 MI
 DR7314'(7.1 KM) NORTHEAST OF ASH FLAT AND 1.4 MI (2.3 KM) WEST OF STUART.
 DR7314'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7314'
 DR7314'TO REACH FROM THE INTERSECTION OF US HIGHWAY 62/412 AND US HIGHWAY
 DR7314'167, GO EAST ALONG HIGHWAY 62/412 FOR 3.85 MI (6.19 KM) TO THE ARDOT
 DR7314'MAINTENANCE PROPERTY AND STATION ON THE LEFT, THE ARHL CORS, ON TOP OF
 DR7314'A HIGH AND DEEP WITH REBAR WITHIN A CONCRETE COLUMN WITH A SQUARE
 DR7314'BASE.
 DR7314'
 DR7314'IT IS 75 FT (22.9 M) SOUTH OF THE SOUTHEAST CORNER OF THE ARDOT
 DR7314'MAINTENANCE BUILDING, 56 FT (17.1 M) NORTH OF HIGHWAY 62/412
 DR7314'CENTERLINE AND 46 FT (14.0 M) WEST OF A TELE BOX.
 DR7314
 DR7314                          STATION RECOVERY (2021)
 DR7314
 DR7314'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2021 (ESB)
 DR7314'RECOVERED AS DESCRIBED.
 DR7314
 DR7314                          STATION RECOVERY (2024)
 DR7314
 DR7314'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (JDH)
 DR7314'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DP9709 ***********************************************************************
 DP9709  DESIGNATION -  ARHS BASE ARP
 DP9709  PID         -  DP9709
 DP9709  STATE/COUNTY-  AR/GARLAND
 DP9709  COUNTRY     -  US
 DP9709  USGS QUAD   -  HOT SPRINGS SOUTH (2017)
 DP9709
 DP9709                         *CURRENT SURVEY CONTROL
 DP9709  ______________________________________________________________________
 DP9709* NAD 83(2011) POSITION- 34 28 49.52460(N) 093 06 26.12242(W)   ADJUSTED
 DP9709* NAD 83(2011) ELLIP HT-   127.326 (meters)        (02/12/24)   ADJUSTED
 DP9709* NAD 83(2011) EPOCH   -  2010.00
 DP9709* NAVD 88 ORTHO HEIGHT -   154.636 (meters)      507.33  (feet) ADJUSTED
 DP9709  ______________________________________________________________________
 DP9709  GEOID HEIGHT    -        -27.322 (meters)                     GEOID18
 DP9709  NAD 83(2011) X  -   -285,302.838 (meters)                     COMP
 DP9709  NAD 83(2011) Y  - -5,255,639.863 (meters)                     COMP
 DP9709  NAD 83(2011) Z  -  3,590,574.103 (meters)                     COMP
 DP9709  LAPLACE CORR    -          4.32  (seconds)                    DEFLEC18
 DP9709  DYNAMIC HEIGHT  -        154.483 (meters)      506.83  (feet) COMP
 DP9709  MODELED GRAVITY -    979,645.4   (mgal)                       NAVD 88
 DP9709
 DP9709  VERT ORDER      -  SECOND    CLASS I
 DP9709
 DP9709  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP9709  Standards:
 DP9709         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP9709            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP9709  -------------------------------------------------------------------
 DP9709  NETWORK    0.31   1.04           0.11   0.14   0.53     -0.01656721
 DP9709  -------------------------------------------------------------------
 DP9709  Click here for local accuracies and other accuracy information.
 DP9709
 DP9709.The horizontal coordinates were established by GPS observations
 DP9709.and adjusted by the ARKANSAS DEPT OF TRANS in February 2024.
 DP9709
 DP9709.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP9709.been affixed to the stable North American tectonic plate. See 
 DP9709.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP9709
 DP9709.The horizontal coordinates are valid at the epoch date displayed above
 DP9709.which is a decimal equivalence of Year/Month/Day.
 DP9709
 DP9709.The orthometric height was determined by differential leveling and
 DP9709.adjusted by the NATIONAL GEODETIC SURVEY
 DP9709.in December 2015.
 DP9709
 DP9709.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9709.GEOID18 height accuracy estimate available here.
 DP9709
 DP9709.Click photographs - Photos may exist for this station.
 DP9709
 DP9709.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP9709
 DP9709.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP9709
 DP9709.The ellipsoidal height was determined by GPS observations
 DP9709.and is referenced to NAD 83.
 DP9709
 DP9709.The dynamic height is computed by dividing the NAVD 88
 DP9709.geopotential number by the normal gravity value computed on the
 DP9709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9709.degrees latitude (g = 980.6199 gals.).
 DP9709
 DP9709.The modeled gravity was interpolated from observed gravity values.
 DP9709
 DP9709. The following values were computed from the NAD 83(2011) position.
 DP9709
 DP9709;                    North         East     Units Scale Factor Converg.
 DP9709;SPC AR S     -   601,720.799   298,293.047   MT  0.99994868   -0 37 11.0
 DP9709;SPC AR S     - 1,974,145.65    978,649.77   sFT  0.99994868   -0 37 11.0
 DP9709;UTM  15      - 3,815,431.690   490,151.227   MT  0.99960120   -0 03 38.6
 DP9709
 DP9709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP9709!SPC AR S     -   0.99998001  x   0.99994868  =   0.99992869
 DP9709!UTM  15      -   0.99998001  x   0.99960120  =   0.99958122
 DP9709
 DP9709_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU9015115431(NAD 83)
 DP9709
 DP9709                          SUPERSEDED SURVEY CONTROL
 DP9709
 DP9709.No superseded survey control is available for this station.
 DP9709
 DP9709_MARKER: Z = SEE DESCRIPTION
 DP9709_SP_SET: ANTENNA REFERENCE POINT
 DP9709_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP9709_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP9709_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9709+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2023
 DP9709
 DP9709  HISTORY     - Date     Condition        Report By
 DP9709  HISTORY     - 20141103 MONUMENTED       BFENG
 DP9709  HISTORY     - 20231128 GOOD             MDSHA
 DP9709
 DP9709                          STATION DESCRIPTION
 DP9709
 DP9709'DESCRIBED BY B AND F ENGINEERING 2014 (KDW)
 DP9709'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) SOUTH-SOUTHEAST OF
 DP9709'MOUNTAIN PINE, 6.4 MI (10.3 KM) EAST-NORTHEAST OF HEMPWALLACE AND 3.4
 DP9709'MI (5.5 KM) WEST-SOUTHWEST OF HOT SPRINGS.  CONTACT THE PROPERTY OWNER
 DP9709'AT B AND F ENGINEERING TO OBTAIN PERMISSION TO ACCESS THE STATION.
 DP9709'
 DP9709'THE STATION IS LOCATED AT THE TOP CENTER OF A LEICA GPS MOUNT AT TOP
 DP9709'CENTER OF METAL POST EXTENDING ABOVE THE ROOF.  THIS IS AN ANTENNA
 DP9709'MAST, NO ACCESS TO THE MARK CAN BE HAD.
 DP9709'
 DP9709'IT IS 15 M (49.2 FT) SOUTH OF THE NORTH FACE OF A BUILDING, 8 M (26.2
 DP9709'FT) WEST OF CHAIN LINK GATE, 2 M (6.6 FT) NORTH OF THE SOUTH FACE OF B
 DP9709'AND F ENGINEERING BUILDING.
 DP9709
 DP9709                          STATION RECOVERY (2023)
 DP9709
 DP9709'RECOVERY NOTE BY MARYLAND DOT HIGHWAY ADMINISTRATION 2023 (JDH)
 DP9709'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DS3767 ***********************************************************************
 DS3767  DESIGNATION -  ARHV BASE ARP
 DS3767  PID         -  DS3767
 DS3767  STATE/COUNTY-  AR/MADISON
 DS3767  COUNTRY     -  US
 DS3767  USGS QUAD   -  HUNTSVILLE (2017)
 DS3767
 DS3767                         *CURRENT SURVEY CONTROL
 DS3767  ______________________________________________________________________
 DS3767* NAD 83(1986) POSITION- 36 06 43.7    (N) 093 42 30.3    (W)   HD_HELD2
 DS3767* NAVD 88 ORTHO HEIGHT -   425.833 (meters)     1397.09  (feet) ADJUSTED
 DS3767  ______________________________________________________________________
 DS3767  GEOID HEIGHT    -        -28.013 (meters)                     GEOID18
 DS3767  DYNAMIC HEIGHT  -        425.446 (meters)     1395.82  (feet) COMP
 DS3767  MODELED GRAVITY -    979,710.4   (mgal)                       NAVD 88
 DS3767
 DS3767  VERT ORDER      -  SECOND    CLASS I
 DS3767
 DS3767.The horizontal coordinates were established by autonomous hand held GPS
 DS3767.observations and have an estimated accuracy of +/- 10 meters.
 DS3767
 DS3767.The orthometric height was determined by differential leveling and
 DS3767.adjusted by the NATIONAL GEODETIC SURVEY
 DS3767.in January 2026.
 DS3767
 DS3767.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3767.GEOID18 height accuracy estimate available here.
 DS3767
 DS3767.Click photographs - Photos may exist for this station.
 DS3767
 DS3767.The dynamic height is computed by dividing the NAVD 88
 DS3767.geopotential number by the normal gravity value computed on the
 DS3767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS3767.degrees latitude (g = 980.6199 gals.).
 DS3767
 DS3767.The modeled gravity was interpolated from observed gravity values.
 DS3767
 DS3767;                    North         East    Units  Estimated Accuracy
 DS3767;SPC AR N     -   198,683.      246,192.      MT  (+/- 10 meters HH2 GPS)
 DS3767
 DS3767_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV3624296618(NAD 83)
 DS3767
 DS3767                          SUPERSEDED SURVEY CONTROL
 DS3767
 DS3767.No superseded survey control is available for this station.
 DS3767
 DS3767_MARKER: Z = SEE DESCRIPTION
 DS3767_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DS3767+WITH SETTING: PAVEMENT
 DS3767_SP_SET: ANTENNA REFERENCE POINT
 DS3767_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DS3767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS3767+STABILITY: SURFACE MOTION
 DS3767_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3767+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2025
 DS3767
 DS3767  HISTORY     - Date     Condition        Report By
 DS3767  HISTORY     - 20250806 MONUMENTED       ARHD
 DS3767
 DS3767                          STATION DESCRIPTION
 DS3767
 DS3767'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2025 (JDH)
 DS3767'THE MARK IS LOCATED ABOUT 5.2 MI (8.4 KM) EAST OF HARTWELL, 4.8 MI
 DS3767'(7.7 KM) SOUTH OF FORUM AND 2.6 MI (4.2 KM) NORTHEAST OF HUNTSVILLE.
 DS3767'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DS3767'
 DS3767'TO REACH FROM THE INTERSECTION OF US HIGHWAY 412 AND US HIGHWAY 412B,
 DS3767'HEAD SOUTH ALONG 412B FOR 0.15 MI (0.24 KM) TO THE STATION ON THE
 DS3767'LEFT, AT A ARDOT MAINTENANCE SHOP, ARP ON TOP OF A HIGH AND DEEP WITH
 DS3767'REBAR WITHIN A CONCRETE PILLAR WITH A CONCRETE SQUARE BASE.
 DS3767'
 DS3767'IT IS 56 FT (17.1 M) NORTHEAST OF A CHAIN LINK FENCE CORNER, 20 FT
 DS3767'(6.1 M) SOUTHWEST OF A FLAG POLE AND 5 FT (1.5 M) EAST OF A CHAIN LINK
 DS3767'FENCE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR7607 ***********************************************************************
 DR7607  DESIGNATION -  ARHZ BASE ARP
 DR7607  PID         -  DR7607
 DR7607  STATE/COUNTY-  AR/PRAIRIE
 DR7607  COUNTRY     -  US
 DR7607  USGS QUAD   -  HAZEN (2017)
 DR7607
 DR7607                         *CURRENT SURVEY CONTROL
 DR7607  ______________________________________________________________________
 DR7607* NAD 83(2011) POSITION- 34 46 48.38884(N) 091 35 15.46426(W)   ADJUSTED
 DR7607* NAD 83(2011) ELLIP HT-    44.654 (meters)        (11/27/23)   ADJUSTED
 DR7607* NAD 83(2011) EPOCH   -  2010.00
 DR7607* NAVD 88 ORTHO HEIGHT -    71.582 (meters)      234.85  (feet) ADJUSTED
 DR7607  ______________________________________________________________________
 DR7607  GEOID HEIGHT    -        -26.941 (meters)                     GEOID18
 DR7607  NAD 83(2011) X  -   -145,300.812 (meters)                     COMP
 DR7607  NAD 83(2011) Y  - -5,242,404.024 (meters)                     COMP
 DR7607  NAD 83(2011) Z  -  3,617,882.775 (meters)                     COMP
 DR7607  LAPLACE CORR    -         -0.27  (seconds)                    DEFLEC18
 DR7607  DYNAMIC HEIGHT  -         71.514 (meters)      234.63  (feet) COMP
 DR7607  MODELED GRAVITY -    979,693.6   (mgal)                       NAVD 88
 DR7607
 DR7607  VERT ORDER      -  SECOND    CLASS I
 DR7607
 DR7607  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR7607  Standards:
 DR7607         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR7607            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR7607  -------------------------------------------------------------------
 DR7607  NETWORK    0.45   0.96           0.12   0.22   0.49     -0.02284603
 DR7607  -------------------------------------------------------------------
 DR7607  Click here for local accuracies and other accuracy information.
 DR7607
 DR7607.The horizontal coordinates were established by GPS observations
 DR7607.and adjusted by the ARKANSAS DEPT OF TRANS in November 2023.
 DR7607
 DR7607.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR7607.been affixed to the stable North American tectonic plate. See 
 DR7607.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR7607
 DR7607.The horizontal coordinates are valid at the epoch date displayed above
 DR7607.which is a decimal equivalence of Year/Month/Day.
 DR7607
 DR7607.The orthometric height was determined by differential leveling and
 DR7607.adjusted by the NATIONAL GEODETIC SURVEY
 DR7607.in June 2022.
 DR7607
 DR7607.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7607.GEOID18 height accuracy estimate available here.
 DR7607
 DR7607.Click photographs - Photos may exist for this station.
 DR7607
 DR7607.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR7607
 DR7607.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR7607
 DR7607.The ellipsoidal height was determined by GPS observations
 DR7607.and is referenced to NAD 83.
 DR7607
 DR7607.The dynamic height is computed by dividing the NAVD 88
 DR7607.geopotential number by the normal gravity value computed on the
 DR7607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7607.degrees latitude (g = 980.6199 gals.).
 DR7607
 DR7607.The modeled gravity was interpolated from observed gravity values.
 DR7607
 DR7607. The following values were computed from the NAD 83(2011) position.
 DR7607
 DR7607;                    North         East     Units Scale Factor Converg.
 DR7607;SPC AR S     -   634,491.046   437,745.038   MT  1.00000303   +0 13 50.9
 DR7607;SPC AR S     - 2,081,659.37  1,436,168.51   sFT  1.00000303   +0 13 50.9
 DR7607;UTM  15      - 3,849,567.002   629,229.633   MT  0.99980583   +0 48 20.8
 DR7607
 DR7607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR7607!SPC AR S     -   0.99999299  x   1.00000303  =   0.99999602
 DR7607!UTM  15      -   0.99999299  x   0.99980583  =   0.99979882
 DR7607
 DR7607_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU2922949567(NAD 83)
 DR7607
 DR7607                          SUPERSEDED SURVEY CONTROL
 DR7607
 DR7607.No superseded survey control is available for this station.
 DR7607
 DR7607_MARKER: Z = SEE DESCRIPTION
 DR7607_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DR7607+WITH SETTING: PAVEMENT
 DR7607_SP_SET: ANTENNA REFERENCE POINT
 DR7607_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR7607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR7607+STABILITY: SURFACE MOTION
 DR7607_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7607+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2023
 DR7607
 DR7607  HISTORY     - Date     Condition        Report By
 DR7607  HISTORY     - 20211123 MONUMENTED       ARHD
 DR7607  HISTORY     - 20231113 GOOD             ARHD
 DR7607
 DR7607                          STATION DESCRIPTION
 DR7607
 DR7607'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2021 (JDH)
 DR7607'THE MARK IS LOCATED ABOUT 9.1 MI (14.6 KM) NORTH OF SLOVAK, 9.0 MI
 DR7607'(14.5 KM) EAST OF CARLISLE AND IN THE TOWN OF HAZEN, AR.
 DR7607'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7607'
 DR7607'TO REACH FROM THE INTERSECTION OF US HIGHWAY 63 AND US HIGHWAY 70,
 DR7607'HEAD WEST ALONG HIGHWAY 70 FOR 1.10 MI (1.77 KM) TO THE STATION ON THE
 DR7607'LEFT, THE ARHZ BASE ARP, ON TOP OF A HIGH AND DEEP WITH REBAR WITHIN A
 DR7607'CONCRETE COLUMN WITH A SQUARE CONCRETE BASE.
 DR7607'
 DR7607'IT IS 112 FT (34.1 M) NORTH OF THE NORTHWEST CORNER OF METAL ARDOT
 DR7607'BUILDING AND 75 FT (22.9 M) SOUTH OF A CHAIN LINK FENCE.
 DR7607
 DR7607                          STATION RECOVERY (2023)
 DR7607
 DR7607'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2023 (JDH)
 DR7607'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH2967 ***********************************************************************
 EH2967  DESIGNATION -  ARK POST
 EH2967  PID         -  EH2967
 EH2967  STATE/COUNTY-  AR/ARKANSAS
 EH2967  COUNTRY     -  US
 EH2967  USGS QUAD   -  ARKANSAS POST (2017)
 EH2967
 EH2967                         *CURRENT SURVEY CONTROL
 EH2967  ______________________________________________________________________
 EH2967* NAD 83(1997) POSITION- 34 01 21.80661(N) 091 20 34.92474(W)   ADJUSTED
 EH2967* NAVD 88 ORTHO HEIGHT -    53.83  (+/-2cm)      176.6   (feet) VERTCON3
 EH2967  ______________________________________________________________________
 EH2967  GEOID HEIGHT    -        -26.182 (meters)                     GEOID18
 EH2967  LAPLACE CORR    -         -1.88  (seconds)                    DEFLEC18
 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
 EH2967.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2967.GEOID18 height accuracy estimate available here.
 EH2967
 EH2967.The vertical order pertains to the NGVD 29 superseded value.
 EH2967
 EH2967.Click photographs - Photos may exist for this station.
 EH2967
 EH2967.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2967
 EH2967. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999566  x   0.99991849  =   0.99991415
 EH2967!UTM  15      -   0.99999566  x   0.99988851  =   0.99988417
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT5298465913(NAD 83)
 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              53.89   (m)          176.8    (f) LEVELING    3  
 EH2967
 EH2967.Superseded values are not recommended for survey control.
 EH2967
 EH2967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2967.See file dsdata.pdf to determine how the superseded data were derived.
 EH2967
 EH2967_MARKER: DS = TRIANGULATION STATION DISK
 EH2967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2967_STAMPING: ARK POST 1940
 EH2967_MARK LOGO: CGS
 EH2967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2967+STABILITY: SURFACE MOTION
 EH2967_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2967+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2012
 EH2967
 EH2967  HISTORY     - Date     Condition        Report By
 EH2967  HISTORY     - 1940     MONUMENTED       CGS
 EH2967  HISTORY     - 1965     GOOD             CGS
 EH2967  HISTORY     - 20100822 GOOD             GEOCAC
 EH2967  HISTORY     - 20120108 GOOD             GEOCAC
 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.
 EH2967
 EH2967                          STATION RECOVERY (2010)
 EH2967
 EH2967'RECOVERY NOTE BY GEOCACHING 2010 (BKT)
 EH2967'STATION MARK WAS RECOVERED IN GOOD CONDITION, PROJECTING ABOUT 0.2
 EH2967'FOOT ABOVE THE SURROUNDING GROUND LEVEL.
 EH2967'REFERENCE MARK 1 WAS RECOVERED IN GOOD CONDITION, PROJECTING ABOUT 0.5
 EH2967'FOOT ABOVE THE SURROUNDING GROUND LEVEL. NO WITNESS POSTS WITH SIGNS
 EH2967'ATTACHED WERE PRESENT AT THIS TIME.
 EH2967'REFERENCE MARK 3 AND THE AZIMUTH MARK WERE NOT LOCATED AT THIS TIME.
 EH2967'THE STATION AND REFERENCE MARKS ARE LOCATED ON THE GROUNDS OF THE
 EH2967'ARKANSAS POST NATIONAL PARK.
 EH2967
 EH2967                          STATION RECOVERY (2012)
 EH2967
 EH2967'RECOVERY NOTE BY GEOCACHING 2012 (JA)
 EH2967'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1971 ***********************************************************************
 EJ1971  DESIGNATION -  ARKADELPHIA MUNICIPAL TANK
 EJ1971  PID         -  EJ1971
 EJ1971  STATE/COUNTY-  AR/CLARK
 EJ1971  COUNTRY     -  US
 EJ1971  USGS QUAD   -  ARKADELPHIA (2017)
 EJ1971
 EJ1971                         *CURRENT SURVEY CONTROL
 EJ1971  ______________________________________________________________________
 EJ1971* NAD 83(1997) POSITION- 34 07 14.71407(N) 093 04 04.12381(W)   ADJUSTED
 EJ1971  ______________________________________________________________________
 EJ1971  GEOID HEIGHT    -        -26.812 (meters)                     GEOID18
 EJ1971  LAPLACE CORR    -          1.68  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1971.GEOID18 height accuracy estimate available here.
 EJ1971
 EJ1971.Click photographs - Photos may exist for this station.
 EJ1971
 EJ1971.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1971
 EJ1971. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT9374675547(NAD 83)
 EJ1971
 EJ1971                          SUPERSEDED SURVEY CONTROL
 EJ1971
 EJ1971  NAD 83(1986)-  34 07 14.72379(N)    093 04 04.11547(W) AD(       ) 3
 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
 EJ1971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1971.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1971
 EJ1971_MARKER: 53 = ELEVATED 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1975 ***********************************************************************
 EJ1975  DESIGNATION -  ARKADELPHIA RAD STA KVRC MAST
 EJ1975  PID         -  EJ1975
 EJ1975  STATE/COUNTY-  AR/CLARK
 EJ1975  COUNTRY     -  US
 EJ1975  USGS QUAD   -  ARKADELPHIA (2017)
 EJ1975
 EJ1975                         *CURRENT SURVEY CONTROL
 EJ1975  ______________________________________________________________________
 EJ1975* NAD 83(1997) POSITION- 34 06 29.71836(N) 093 02 57.85808(W)   ADJUSTED
 EJ1975  ______________________________________________________________________
 EJ1975  GEOID HEIGHT    -        -26.783 (meters)                     GEOID18
 EJ1975  LAPLACE CORR    -          1.90  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1975.GEOID18 height accuracy estimate available here.
 EJ1975
 EJ1975.Click photographs - Photos may exist for this station.
 EJ1975
 EJ1975.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1975
 EJ1975. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT9544374160(NAD 83)
 EJ1975
 EJ1975                          SUPERSEDED SURVEY CONTROL
 EJ1975
 EJ1975  NAD 83(1986)-  34 06 29.72799(N)    093 02 57.84972(W) AD(       ) 3
 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
 EJ1975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1975.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1975
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1519 ***********************************************************************
 DL1519  DESIGNATION -  ARKANA
 DL1519  PID         -  DL1519
 DL1519  STATE/COUNTY-  AR/LAFAYETTE
 DL1519  COUNTRY     -  US
 DL1519  USGS QUAD   -  BRADLEY (2017)
 DL1519
 DL1519                         *CURRENT SURVEY CONTROL
 DL1519  ______________________________________________________________________
 DL1519* NAD 83(1997) POSITION- 33 01 10.01967(N) 093 44 46.79970(W)   ADJUSTED
 DL1519* NAVD 88 ORTHO HEIGHT -   103.    (meters)      338.    (feet) SCALED
 DL1519  ______________________________________________________________________
 DL1519  GEOID HEIGHT    -        -26.426 (meters)                     GEOID18
 DL1519  LAPLACE CORR    -          1.10  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1519.GEOID18 height accuracy estimate available here.
 DL1519
 DL1519.Click photographs - Photos may exist for this station.
 DL1519
 DL1519.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1519
 DL1519. The following values were computed from the NAD 83(1997) position.
 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     -   0.99998799  x   1.00007403  =   1.00006202
 DL1519!SPC LA N     -   0.99998799  x   1.00009949  =   1.00008748
 DL1519!UTM  15      -   0.99998799  x   0.99965991  =   0.99964790
 DL1519
 DL1519:                Primary Azimuth Mark                     Grid Az
 DL1519:SPC AR S     -  ARKANA AZ MK                             230 05 40.8
 DL1519:SPC LA N     -  ARKANA AZ MK                             229 46 34.3
 DL1519:UTM  15      -  ARKANA AZ MK                             229 31 26.3
 DL1519
 DL1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS3029553690(NAD 83)
 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(1993)-  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
 DL1519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1519.See file dsdata.pdf to determine how the superseded data were derived.
 DL1519
 DL1519_MARKER: DS = TRIANGULATION STATION DISK
 DL1519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1519_STAMPING: ARKANA 1950
 DL1519_MARK LOGO: CGS
 DL1519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1519+STABILITY: SURFACE MOTION
 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
 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 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 = MARCH 20, 2026 22:17:28 EDT
 GF0681 ***********************************************************************
 GF0681  DESIGNATION -  ARKANA RESET
 GF0681  PID         -  GF0681
 GF0681  STATE/COUNTY-  AR/BAXTER
 GF0681  COUNTRY     -  US
 GF0681  USGS QUAD   -  MOUNTAIN HOME EAST (2017)
 GF0681
 GF0681                         *CURRENT SURVEY CONTROL
 GF0681  ______________________________________________________________________
 GF0681* NAD 83(1997) POSITION- 36 17 20.06837(N) 092 19 17.28425(W)   ADJUSTED
 GF0681* NAD 83(1997) ELLIP HT-   268.740 (meters)        (09/24/01)   ADJUSTED
 GF0681* NAVD 88 ORTHO HEIGHT -   297.0   (meters)      974.    (feet) VERTCON3
 GF0681  ______________________________________________________________________
 GF0681  GEOID HEIGHT    -        -28.355 (meters)                     GEOID18
 GF0681  NAD 83(1997) X  -   -208,497.707 (meters)                     COMP
 GF0681  NAD 83(1997) Y  - -5,143,082.584 (meters)                     COMP
 GF0681  NAD 83(1997) Z  -  3,754,238.342 (meters)                     COMP
 GF0681  LAPLACE CORR    -          1.02  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0681.GEOID18 height accuracy estimate available here.
 GF0681
 GF0681.Click photographs - Photos may exist for this station.
 GF0681
 GF0681.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GF0681
 GF0681.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0681
 GF0681.The ellipsoidal height was determined by GPS observations
 GF0681.and is referenced to NAD 83.
 GF0681
 GF0681. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 GF0681:SPC AR N     -  MATNEY LOOKOUT TOWER                     176 56 27.8
 GF0681:UTM  15      -  MATNEY LOOKOUT TOWER                     176 21 08.6
 GF0681
 GF0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA6093116206(NAD 83)
 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)  268.760  (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)  RAPSU86  model used  GPS OBS        
 GF0681
 GF0681.Superseded values are not recommended for survey control.
 GF0681
 GF0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0681.See file dsdata.pdf to determine how the superseded data were derived.
 GF0681
 GF0681_MARKER: DS = TRIANGULATION STATION DISK
 GF0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0681_STAMPING: ARKANA 1953 1965
 GF0681_MARK LOGO: CGS
 GF0681_PROJECTION: FLUSH
 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 = MARCH 20, 2026 22:17:28 EDT
 DK2094 ***********************************************************************
 DK2094  DESIGNATION -  ARKANSAS A AND M
 DK2094  PID         -  DK2094
 DK2094  STATE/COUNTY-  AR/DREW
 DK2094  COUNTRY     -  US
 DK2094  USGS QUAD   -  MONTICELLO SOUTH (2017)
 DK2094
 DK2094                         *CURRENT SURVEY CONTROL
 DK2094  ______________________________________________________________________
 DK2094* NAD 83(1997) POSITION- 33 35 21.33486(N) 091 48 52.78113(W)   ADJUSTED
 DK2094* NAVD 88 ORTHO HEIGHT -    86.751 (meters)      284.62  (feet) ADJUSTED
 DK2094  ______________________________________________________________________
 DK2094  GEOID HEIGHT    -        -25.752 (meters)                     GEOID18
 DK2094  LAPLACE CORR    -          0.46  (seconds)                    DEFLEC18
 DK2094  DYNAMIC HEIGHT  -         86.662 (meters)      284.32  (feet) COMP
 DK2094  MODELED GRAVITY -    979,608.7   (mgal)                       NAVD 88
 DK2094
 DK2094  HORZ ORDER      -  FIRST
 DK2094  VERT ORDER      -  SECOND    CLASS I
 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 orthometric height was determined by differential leveling and
 DK2094.adjusted by the NATIONAL GEODETIC SURVEY
 DK2094.in October 2017.
 DK2094
 DK2094.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK2094.GEOID18 height accuracy estimate available here.
 DK2094
 DK2094.Click photographs - Photos may exist for this station.
 DK2094
 DK2094.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK2094
 DK2094.The dynamic height is computed by dividing the NAVD 88
 DK2094.geopotential number by the normal gravity value computed on the
 DK2094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2094.degrees latitude (g = 980.6199 gals.).
 DK2094
 DK2094.The modeled gravity was interpolated from observed gravity values.
 DK2094
 DK2094. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 DK2094:SPC AR S     -  FOUNTAIN                                 188 22 18.4
 DK2094:UTM  15      -  FOUNTAIN                                 187 49 10.8
 DK2094
 DK2094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT0999017244(NAD 83)
 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              86.80   (m)          284.8    (f) LEVELING    3  
 DK2094
 DK2094.Superseded values are not recommended for survey control.
 DK2094
 DK2094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2094.See file dsdata.pdf to determine how the superseded data were derived.
 DK2094
 DK2094_MARKER: DS = TRIANGULATION STATION DISK
 DK2094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2094_STAMPING: ARKANSAS AM 1939
 DK2094_MARK LOGO: CGS
 DK2094_PROJECTION: FLUSH
 DK2094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK2094+STABILITY: SURFACE MOTION
 DK2094_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2094+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2017
 DK2094
 DK2094  HISTORY     - Date     Condition        Report By
 DK2094  HISTORY     - 1939     MONUMENTED       CGS
 DK2094  HISTORY     - 1960     GOOD             CGS
 DK2094  HISTORY     - 1966     GOOD             CGS
 DK2094  HISTORY     - 20130618 GOOD             ARHD
 DK2094  HISTORY     - 20170829 GOOD             ARHD
 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
 DK2094
 DK2094                          STATION RECOVERY (2013)
 DK2094
 DK2094'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (CAW)
 DK2094'RECOVERED IN GOOD CONDITION.
 DK2094
 DK2094                          STATION RECOVERY (2017)
 DK2094
 DK2094'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2017 (JDH)
 DK2094'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK1998 ***********************************************************************
 DK1998  DESIGNATION -  ARKANSAS CITY MAG RESET
 DK1998  PID         -  DK1998
 DK1998  STATE/COUNTY-  AR/DESHA
 DK1998  COUNTRY     -  US
 DK1998  USGS QUAD   -  ARKANSAS CITY (2017)
 DK1998
 DK1998                         *CURRENT SURVEY CONTROL
 DK1998  ______________________________________________________________________
 DK1998* NAD 83(1997) POSITION- 33 36 36.35362(N) 091 12 07.61574(W)   ADJUSTED
 DK1998* NAVD 88 ORTHO HEIGHT -    42.    (meters)      138.    (feet) SCALED
 DK1998  ______________________________________________________________________
 DK1998  GEOID HEIGHT    -        -26.490 (meters)                     GEOID18
 DK1998  LAPLACE CORR    -         -1.39  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1998.GEOID18 height accuracy estimate available here.
 DK1998
 DK1998.Click photographs - Photos may exist for this station.
 DK1998
 DK1998.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK1998
 DK1998. The following values were computed from the NAD 83(1997) position.
 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 56.7
 DK1998:UTM  15      -  ARKANSAS CITY MAG AZ MK                  048 47 00.8
 DK1998
 DK1998_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT6679620374(NAD 83)
 DK1998
 DK1998|---------------------------------------------------------------------|
 DK1998| PID    Reference Object                     Distance      Geod. Az  |
 DK1998|                                                           dddmmss.s |
 DK1998| CY5180 ARKANSAS CITY MAG AZ MK                            0494644.3 |
 DK1998| DK1994 SCOTT LAKE VISTA WATER TANK         APPROX.12.8 KM 0895429.7 |
 DK1998| DK1995 SCOTT DELTA PINE LANDS LGE TK       APPROX.11.8 KM 0994627.5 |
 DK1998| DK1993 SCOTT DELTA PINE LANDS SM TK        APPROX.11.9 KM 0994827.1 |
 DK1998| DK1997 ARKANSAS CITY MUNICIPAL TANK        APPROX. 1.0 KM 1242846.8 |
 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(1993)-  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
 DK1998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1998.See file dsdata.pdf to determine how the superseded data were derived.
 DK1998
 DK1998_MARKER: DM = MAGNETIC STATION DISK
 DK1998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1998_STAMPING: ARKANSAS CITY MAG 1939
 DK1998_MARK LOGO: CGS
 DK1998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1998+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1807 ***********************************************************************
 EJ1807  DESIGNATION -  ARKANSAS FORESTRY COMM LOT 73
 EJ1807  PID         -  EJ1807
 EJ1807  STATE/COUNTY-  AR/JEFFERSON
 EJ1807  COUNTRY     -  US
 EJ1807  USGS QUAD   -  PINE BLUFF NW (2017)
 EJ1807
 EJ1807                         *CURRENT SURVEY CONTROL
 EJ1807  ______________________________________________________________________
 EJ1807* NAD 83(1997) POSITION- 34 11 53.87421(N) 092 09 07.59907(W)   ADJUSTED
 EJ1807  ______________________________________________________________________
 EJ1807  GEOID HEIGHT    -        -25.934 (meters)                     GEOID18
 EJ1807  LAPLACE CORR    -          0.58  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1807.GEOID18 height accuracy estimate available here.
 EJ1807
 EJ1807.Click photographs - Photos may exist for this station.
 EJ1807
 EJ1807.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1807
 EJ1807. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT7811984468(NAD 83)
 EJ1807
 EJ1807                          SUPERSEDED SURVEY CONTROL
 EJ1807
 EJ1807  NAD 83(1986)-  34 11 53.88406(N)    092 09 07.59178(W) AD(       ) 3
 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
 EJ1807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1807.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1807
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1814 ***********************************************************************
 EJ1814  DESIGNATION -  ARKANSAS FORESTRY COMM LOT 75
 EJ1814  PID         -  EJ1814
 EJ1814  STATE/COUNTY-  AR/GRANT
 EJ1814  COUNTRY     -  US
 EJ1814  USGS QUAD   -  MILLERVILLE (2017)
 EJ1814
 EJ1814                         *CURRENT SURVEY CONTROL
 EJ1814  ______________________________________________________________________
 EJ1814* NAD 83(1997) POSITION- 34 14 16.87111(N) 092 24 13.37001(W)   ADJUSTED
 EJ1814  ______________________________________________________________________
 EJ1814  GEOID HEIGHT    -        -26.075 (meters)                     GEOID18
 EJ1814  LAPLACE CORR    -          0.85  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1814.GEOID18 height accuracy estimate available here.
 EJ1814
 EJ1814.Click photographs - Photos may exist for this station.
 EJ1814
 EJ1814.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1814
 EJ1814. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT5491288708(NAD 83)
 EJ1814
 EJ1814                          SUPERSEDED SURVEY CONTROL
 EJ1814
 EJ1814  NAD 83(1986)-  34 14 16.88126(N)    092 24 13.36119(W) AD(       ) 3
 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
 EJ1814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1814.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1814
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1817 ***********************************************************************
 EJ1817  DESIGNATION -  ARKANSAS FORESTRY COMM LOT 71
 EJ1817  PID         -  EJ1817
 EJ1817  STATE/COUNTY-  AR/GRANT
 EJ1817  COUNTRY     -  US
 EJ1817  USGS QUAD   -  CANE CREEK (2017)
 EJ1817
 EJ1817                         *CURRENT SURVEY CONTROL
 EJ1817  ______________________________________________________________________
 EJ1817* NAD 83(1997) POSITION- 34 29 01.55159(N) 092 21 04.55165(W)   ADJUSTED
 EJ1817  ______________________________________________________________________
 EJ1817  GEOID HEIGHT    -        -26.183 (meters)                     GEOID18
 EJ1817  LAPLACE CORR    -          0.71  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1817.GEOID18 height accuracy estimate available here.
 EJ1817
 EJ1817.Click photographs - Photos may exist for this station.
 EJ1817
 EJ1817.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1817
 EJ1817. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5956815987(NAD 83)
 EJ1817
 EJ1817                          SUPERSEDED SURVEY CONTROL
 EJ1817
 EJ1817  NAD 83(1986)-  34 29 01.56181(N)    092 21 04.54285(W) AD(       ) 3
 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
 EJ1817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1817.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1817
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1838 ***********************************************************************
 EJ1838  DESIGNATION -  ARKANSAS FORESTRY COMM LOT 32
 EJ1838  PID         -  EJ1838
 EJ1838  STATE/COUNTY-  AR/DALLAS
 EJ1838  COUNTRY     -  US
 EJ1838  USGS QUAD   -  CARTHAGE (2017)
 EJ1838
 EJ1838                         *CURRENT SURVEY CONTROL
 EJ1838  ______________________________________________________________________
 EJ1838* NAD 83(1997) POSITION- 34 01 07.66917(N) 092 30 31.04427(W)   ADJUSTED
 EJ1838  ______________________________________________________________________
 EJ1838  GEOID HEIGHT    -        -26.149 (meters)                     GEOID18
 EJ1838  LAPLACE CORR    -          1.09  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1838.GEOID18 height accuracy estimate available here.
 EJ1838
 EJ1838.Click photographs - Photos may exist for this station.
 EJ1838
 EJ1838.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1838
 EJ1838. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT4536764348(NAD 83)
 EJ1838
 EJ1838                          SUPERSEDED SURVEY CONTROL
 EJ1838
 EJ1838  NAD 83(1986)-  34 01 07.67979(N)    092 30 31.03557(W) AD(       ) 3
 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
 EJ1838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1838.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1838
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1962 ***********************************************************************
 EJ1962  DESIGNATION -  ARKANSAS FORESTRY COMM LOT 5 4
 EJ1962  PID         -  EJ1962
 EJ1962  STATE/COUNTY-  AR/HOT SPRING
 EJ1962  COUNTRY     -  US
 EJ1962  USGS QUAD   -  BISMARCK (2017)
 EJ1962
 EJ1962                         *CURRENT SURVEY CONTROL
 EJ1962  ______________________________________________________________________
 EJ1962* NAD 83(1997) POSITION- 34 21 09.52323(N) 093 09 26.62641(W)   ADJUSTED
 EJ1962  ______________________________________________________________________
 EJ1962  GEOID HEIGHT    -        -27.147 (meters)                     GEOID18
 EJ1962  LAPLACE CORR    -          3.22  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1962.GEOID18 height accuracy estimate available here.
 EJ1962
 EJ1962.Click photographs - Photos may exist for this station.
 EJ1962
 EJ1962.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1962
 EJ1962. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU8552501268(NAD 83)
 EJ1962
 EJ1962                          SUPERSEDED SURVEY CONTROL
 EJ1962
 EJ1962  NAD 83(1986)-  34 21 09.53350(N)    093 09 26.61850(W) AD(       ) 3
 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
 EJ1962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1962.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1962
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1536 ***********************************************************************
 DL1536  DESIGNATION -  ARKANSAS FORESTRY LOOKOUT TOWER 10 5
 DL1536  PID         -  DL1536
 DL1536  STATE/COUNTY-  AR/MILLER
 DL1536  COUNTRY     -  US
 DL1536  USGS QUAD   -  FOUKE NE (2017)
 DL1536
 DL1536                         *CURRENT SURVEY CONTROL
 DL1536  ______________________________________________________________________
 DL1536* NAD 83(1997) POSITION- 33 23 36.58723(N) 093 51 34.58614(W)   ADJUSTED
 DL1536  ______________________________________________________________________
 DL1536  GEOID HEIGHT    -        -26.859 (meters)                     GEOID18
 DL1536  LAPLACE CORR    -         -0.10  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1536.GEOID18 height accuracy estimate available here.
 DL1536
 DL1536.Click photographs - Photos may exist for this station.
 DL1536
 DL1536.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1536
 DL1536. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS2005695241(NAD 83)
 DL1536
 DL1536                          SUPERSEDED SURVEY CONTROL
 DL1536
 DL1536  NAD 83(1993)-  33 23 36.59262(N)    093 51 34.58046(W) AD(       ) 3
 DL1536  NAD 83(1993)-  33 23 36.59283(N)    093 51 34.57896(W) AD(       ) 3
 DL1536  NAD 83(1986)-  33 23 36.59680(N)    093 51 34.57457(W) AD(       ) 3
 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
 DL1536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1536.See file dsdata.pdf to determine how the superseded data were derived.
 DL1536
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1788 ***********************************************************************
 FF1788  DESIGNATION -  ARKANSAS POWER LIGHT RAD MAST
 FF1788  PID         -  FF1788
 FF1788  STATE/COUNTY-  AR/JACKSON
 FF1788  COUNTRY     -  US
 FF1788  USGS QUAD   -  JACKSONPORT (2017)
 FF1788
 FF1788                         *CURRENT SURVEY CONTROL
 FF1788  ______________________________________________________________________
 FF1788* NAD 83(1997) POSITION- 35 37 50.95769(N) 091 15 11.37840(W)   ADJUSTED
 FF1788  ______________________________________________________________________
 FF1788  GEOID HEIGHT    -        -27.563 (meters)                     GEOID18
 FF1788  LAPLACE CORR    -         -0.45  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1788.GEOID18 height accuracy estimate available here.
 FF1788
 FF1788.Click photographs - Photos may exist for this station.
 FF1788
 FF1788.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1788
 FF1788. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV5817644407(NAD 83)
 FF1788
 FF1788                          SUPERSEDED SURVEY CONTROL
 FF1788
 FF1788  NAD 83(1995)-  35 37 50.96335(N)    091 15 11.37671(W) AD(       ) 3
 FF1788  NAD 83(1986)-  35 37 50.96915(N)    091 15 11.37876(W) AD(       ) 3
 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
 FF1788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1788.See file dsdata.pdf to determine how the superseded data were derived.
 FF1788
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ2063 ***********************************************************************
 EJ2063  DESIGNATION -  ARKAPORT AZ MK
 EJ2063  PID         -  EJ2063
 EJ2063  STATE/COUNTY-  AR/CLARK
 EJ2063  COUNTRY     -  US
 EJ2063  USGS QUAD   -  ARKADELPHIA (2017)
 EJ2063
 EJ2063                         *CURRENT SURVEY CONTROL
 EJ2063  ______________________________________________________________________
 EJ2063* NAD 83(1997) POSITION- 34 05 49.61513(N) 093 04 12.10203(W)   ADJUSTED
 EJ2063* NAD 83(1997) ELLIP HT-    27.463 (meters)        (09/24/01)   ADJUSTED
 EJ2063* NAVD 88 ORTHO HEIGHT -    54.2   (meters)      178.    (feet) VERTCON3
 EJ2063  ______________________________________________________________________
 EJ2063  GEOID HEIGHT    -        -26.801 (meters)                     GEOID18
 EJ2063  NAD 83(1997) X  -   -283,166.413 (meters)                     COMP
 EJ2063  NAD 83(1997) Y  - -5,279,661.549 (meters)                     COMP
 EJ2063  NAD 83(1997) Z  -  3,555,387.531 (meters)                     COMP
 EJ2063  LAPLACE CORR    -          1.75  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ2063.GEOID18 height accuracy estimate available here.
 EJ2063
 EJ2063.Click photographs - Photos may exist for this station.
 EJ2063
 EJ2063.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EJ2063
 EJ2063.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ2063
 EJ2063.The ellipsoidal height was determined by GPS observations
 EJ2063.and is referenced to NAD 83.
 EJ2063
 EJ2063. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT9354072926(NAD 83)
 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)   27.484  (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)  RAPSU86  model used  GPS OBS        
 EJ2063
 EJ2063.Superseded values are not recommended for survey control.
 EJ2063
 EJ2063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2063.See file dsdata.pdf to determine how the superseded data were derived.
 EJ2063
 EJ2063_MARKER: I = METAL ROD
 EJ2063_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 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  HISTORY     - 20091119 MARK NOT FOUND   AIRDAT
 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.
 EJ2063
 EJ2063                          STATION RECOVERY (2009)
 EJ2063
 EJ2063'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2009 (JJH)
 EJ2063'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ4516 ***********************************************************************
 DQ4516  DESIGNATION -  ARKAPORT RESET
 DQ4516  PID         -  DQ4516
 DQ4516  STATE/COUNTY-  AR/CLARK
 DQ4516  COUNTRY     -  US
 DQ4516  USGS QUAD   -  ARKADELPHIA (2017)
 DQ4516
 DQ4516                         *CURRENT SURVEY CONTROL
 DQ4516  ______________________________________________________________________
 DQ4516* NAD 83(1986) POSITION- 34 06 11.49   (N) 093 03 47.58   (W)   HD_HELD1
 DQ4516* NAVD 88 ORTHO HEIGHT -    54.877 (meters)      180.04  (feet) ADJUSTED
 DQ4516  ______________________________________________________________________
 DQ4516  GEOID HEIGHT    -        -26.797 (meters)                     GEOID18
 DQ4516  DYNAMIC HEIGHT  -         54.822 (meters)      179.86  (feet) COMP
 DQ4516  MODELED GRAVITY -    979,638.1   (mgal)                       NAVD 88
 DQ4516
 DQ4516  VERT ORDER      -  SECOND    CLASS I
 DQ4516
 DQ4516.The horizontal coordinates were determined by differentially corrected
 DQ4516.hand held GPS observations or other comparable positioning techniques
 DQ4516.and have an estimated accuracy of +/- 3 meters.
 DQ4516
 DQ4516.The orthometric height was determined by differential leveling and
 DQ4516.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4516.in April 2017.
 DQ4516
 DQ4516.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4516.GEOID18 height accuracy estimate available here.
 DQ4516
 DQ4516.Click photographs - Photos may exist for this station.
 DQ4516
 DQ4516.The dynamic height is computed by dividing the NAVD 88
 DQ4516.geopotential number by the normal gravity value computed on the
 DQ4516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4516.degrees latitude (g = 980.6199 gals.).
 DQ4516
 DQ4516.The modeled gravity was interpolated from observed gravity values.
 DQ4516
 DQ4516;                    North         East    Units  Estimated Accuracy
 DQ4516;SPC AR S     -   559,837.6     301,903.6     MT  (+/- 3 meters HH1 GPS) 
 DQ4516
 DQ4516_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT9416973599(NAD 83)
 DQ4516
 DQ4516                          SUPERSEDED SURVEY CONTROL
 DQ4516
 DQ4516.No superseded survey control is available for this station.
 DQ4516
 DQ4516_MARKER: F = FLANGE-ENCASED ROD
 DQ4516_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DQ4516_STAMPING: ARKAPORT RESET 2016
 DQ4516_MARK LOGO: ARHD
 DQ4516_PROJECTION: FLUSH
 DQ4516_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DQ4516_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4516+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2016
 DQ4516_ROD/PIPE-DEPTH: 10.7 meters
 DQ4516_SLEEVE-DEPTH  : 0.6 meters
 DQ4516
 DQ4516  HISTORY     - Date     Condition        Report By
 DQ4516  HISTORY     - 20160616 MONUMENTED       ARHD
 DQ4516
 DQ4516                          STATION DESCRIPTION
 DQ4516
 DQ4516'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 DQ4516'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) SOUTHEAST OF DE GRAY,
 DQ4516'5.4 MI (8.7 KM) SOUTH OF CADDO VALLEY AND 1.3 MI (2.1 KM)
 DQ4516'SOUTH-SOUTHWEST OF ARKADELPHIA.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ4516'
 DQ4516'TO REACH FROM THE INTERSECTION OF US HIGHWAY 67 AND STATE HIGHWAY 8,
 DQ4516'GO SOUTH ON HIGHWAY 67 FOR 1.45 MI (2.33 KM) TO THE ARKADELPHIA
 DQ4516'AIRPORT TURN LEFT AND GO THRU THE AIRPORT GATE AND ACROSS THE TAXIWAY
 DQ4516'TO THE STATION ON THE RIGHT.
 DQ4516'
 DQ4516'IT IS 44 FT (13.4 M) NORTHWEST OF A 24 INCH (61 CM) CONCRETE CULVERT,
 DQ4516'38 FT (11.6 M) SOUTH OF THE SOUTH EDGE OF THE MAIN TAXIWAY, 37 FT
 DQ4516'(11.3 M) WEST OF RUNWAY LIGHT NUMBER 124, 32 FT (9.8 M) SOUTHEAST OF
 DQ4516'RUNWAY LIGHT NUMBER 122 AND 27 FT (8.2 M) SOUTHWEST OF RUNWAY LIGHT
 DQ4516'NUMBER 123.
 DQ4516'
 DQ4516'NOTE-ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH (13 CM) LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0688 ***********************************************************************
 GF0688  DESIGNATION -  ARKAWANA NORTH BASE
 GF0688  PID         -  GF0688
 GF0688  STATE/COUNTY-  AR/BAXTER
 GF0688  COUNTRY     -  US
 GF0688  USGS QUAD   -  MIDWAY (2017)
 GF0688
 GF0688                         *CURRENT SURVEY CONTROL
 GF0688  ______________________________________________________________________
 GF0688* NAD 83(1997) POSITION- 36 25 34.31750(N) 092 27 33.29815(W)   ADJUSTED
 GF0688* NAVD 88 ORTHO HEIGHT -   307.    (meters)     1007.    (feet) SCALED
 GF0688  ______________________________________________________________________
 GF0688  GEOID HEIGHT    -        -28.416 (meters)                     GEOID18
 GF0688  LAPLACE CORR    -         -0.16  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0688.GEOID18 height accuracy estimate available here.
 GF0688
 GF0688.Click photographs - Photos may exist for this station.
 GF0688
 GF0688.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0688
 GF0688. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 GF0688:SPC AR N     -  ARKAWANA NORTH BASE AZ MK                182 24 16.5
 GF0688:UTM  15      -  ARKAWANA NORTH BASE AZ MK                181 48 58.5
 GF0688
 GF0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA4847331357(NAD 83)
 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
 GF0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0688.See file dsdata.pdf to determine how the superseded data were derived.
 GF0688
 GF0688_MARKER: DS = TRIANGULATION STATION DISK
 GF0688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0688_STAMPING: ARKAWANA N BASE 1953
 GF0688_MARK LOGO: CGS
 GF0688_PROJECTION: RECESSED 30 CENTIMETERS
 GF0688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0688+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0684 ***********************************************************************
 GF0684  DESIGNATION -  ARKAWANA SOUTH BASE
 GF0684  PID         -  GF0684
 GF0684  STATE/COUNTY-  AR/BAXTER
 GF0684  COUNTRY     -  US
 GF0684  USGS QUAD   -  MOUNTAIN HOME WEST (2017)
 GF0684
 GF0684                         *CURRENT SURVEY CONTROL
 GF0684  ______________________________________________________________________
 GF0684* NAD 83(1997) POSITION- 36 22 12.12642(N) 092 27 40.29864(W)   ADJUSTED
 GF0684* NAD 83(1997) ELLIP HT-   254.979 (meters)        (09/24/01)   ADJUSTED
 GF0684* NAVD 88 ORTHO HEIGHT -   283.3   (meters)      929.    (feet) VERTCON3
 GF0684  ______________________________________________________________________
 GF0684  GEOID HEIGHT    -        -28.429 (meters)                     GEOID18
 GF0684  NAD 83(1997) X  -   -220,809.912 (meters)                     COMP
 GF0684  NAD 83(1997) Y  - -5,137,219.248 (meters)                     COMP
 GF0684  NAD 83(1997) Z  -  3,761,482.948 (meters)                     COMP
 GF0684  LAPLACE CORR    -          0.36  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0684.GEOID18 height accuracy estimate available here.
 GF0684
 GF0684.Click photographs - Photos may exist for this station.
 GF0684
 GF0684.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GF0684
 GF0684.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0684
 GF0684.The ellipsoidal height was determined by GPS observations
 GF0684.and is referenced to NAD 83.
 GF0684
 GF0684. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 GF0684:SPC AR N     -  ARKAWANA SOUTH BASE AZ MK                356 25 34.6
 GF0684:UTM  15      -  ARKAWANA SOUTH BASE AZ MK                355 50 18.2
 GF0684
 GF0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA4833325126(NAD 83)
 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 2770104.4 |
 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)  255.017  (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)  RAPSU86  model used  GPS OBS        
 GF0684
 GF0684.Superseded values are not recommended for survey control.
 GF0684
 GF0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0684.See file dsdata.pdf to determine how the superseded data were derived.
 GF0684
 GF0684_MARKER: DS = TRIANGULATION STATION DISK
 GF0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0684_STAMPING: ARKAWANA S BASE 1953
 GF0684_MARK LOGO: CGS
 GF0684_PROJECTION: RECESSED 51 CENTIMETERS
 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 - March 18, 2010
 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  HISTORY     - 20080301 GOOD             3001
 GF0684  HISTORY     - 20100318 GOOD             MAPTEC
 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.
 GF0684
 GF0684                          STATION RECOVERY (2008)
 GF0684
 GF0684'RECOVERY NOTE BY 3001, INC 2008 (JCP)
 GF0684'RECOVERED IN GOOD CONDITION.
 GF0684
 GF0684                          STATION RECOVERY (2010)
 GF0684
 GF0684'RECOVERY NOTE BY MAPTECH INCORPORATED 2010 (JML)
 GF0684'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GE0874 ***********************************************************************
 GE0874  DESIGNATION -  ARKMO
 GE0874  PID         -  GE0874
 GE0874  STATE/COUNTY-  AR/SHARP
 GE0874  COUNTRY     -  US
 GE0874  USGS QUAD   -  WIRTH (2017)
 GE0874
 GE0874                         *CURRENT SURVEY CONTROL
 GE0874  ______________________________________________________________________
 GE0874* NAD 83(1997) POSITION- 36 29 49.56651(N) 091 25 59.22705(W)   ADJUSTED
 GE0874* NAVD 88 ORTHO HEIGHT -   277.94  (+/-2cm)      911.9   (feet) VERTCON3
 GE0874  ______________________________________________________________________
 GE0874  GEOID HEIGHT    -        -28.467 (meters)                     GEOID18
 GE0874  LAPLACE CORR    -          0.76  (seconds)                    DEFLEC18
 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
 GE0874.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0874.GEOID18 height accuracy estimate available here.
 GE0874
 GE0874.The vertical order pertains to the NGVD 29 superseded value.
 GE0874
 GE0874.Click photographs - Photos may exist for this station.
 GE0874
 GE0874.The Laplace correction was computed from DEFLEC18 derived deflections.
 GE0874
 GE0874. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA4033240228(NAD 83)
 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             277.81   (m)          911.4    (f) LEVELING    3  
 GE0874
 GE0874.Superseded values are not recommended for survey control.
 GE0874
 GE0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0874.See file dsdata.pdf to determine how the superseded data were derived.
 GE0874
 GE0874_MARKER: DS = TRIANGULATION STATION DISK
 GE0874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0874_STAMPING: ARKMO 1955
 GE0874_MARK LOGO: CGS
 GE0874_PROJECTION: FLUSH
 GE0874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0874+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1363 ***********************************************************************
 DL1363  DESIGNATION -  ARLA
 DL1363  PID         -  DL1363
 DL1363  STATE/COUNTY-  AR/UNION
 DL1363  COUNTRY     -  US
 DL1363  USGS QUAD   -  WESSON (2017)
 DL1363
 DL1363                         *CURRENT SURVEY CONTROL
 DL1363  ______________________________________________________________________
 DL1363* NAD 83(1997) POSITION- 33 00 54.62502(N) 092 47 44.73776(W)   ADJUSTED
 DL1363* NAVD 88 ORTHO HEIGHT -    71.    (meters)      233.    (feet) SCALED
 DL1363  ______________________________________________________________________
 DL1363  GEOID HEIGHT    -        -26.221 (meters)                     GEOID18
 DL1363  LAPLACE CORR    -          0.04  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1363.GEOID18 height accuracy estimate available here.
 DL1363
 DL1363.Click photographs - Photos may exist for this station.
 DL1363
 DL1363.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1363
 DL1363. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 DL1363:SPC AR S     -  GRAY                                     215 38 15.3
 DL1363:SPC LA N     -  GRAY                                     215 20 54.8
 DL1363:UTM  15      -  GRAY                                     215 04 51.3
 DL1363
 DL1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS1907552987(NAD 83)
 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(1993)-  33 00 54.63353(N)    092 47 44.73152(W) AD(       ) 1
 DL1363  NAD 83(1992)-  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
 DL1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1363.See file dsdata.pdf to determine how the superseded data were derived.
 DL1363
 DL1363_MARKER: DS = TRIANGULATION STATION DISK
 DL1363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1363_STAMPING: ARLA 1941
 DL1363_MARK LOGO: CGS
 DL1363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1363+STABILITY: SURFACE MOTION
 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 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 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 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 = MARCH 20, 2026 22:17:28 EDT
 DS1595 ***********************************************************************
 DS1595  HT_MOD      -  This is a Height Modernization Survey Station.
 DS1595  DESIGNATION -  ARLV BASE ARP
 DS1595  PID         -  DS1595
 DS1595  STATE/COUNTY-  AR/CHICOT
 DS1595  COUNTRY     -  US
 DS1595  USGS QUAD   -  LAKE VILLAGE (2017)
 DS1595
 DS1595                         *CURRENT SURVEY CONTROL
 DS1595  ______________________________________________________________________
 DS1595* NAD 83(2011) POSITION- 33 18 50.51389(N) 091 20 10.15590(W)   ADJUSTED
 DS1595* NAD 83(2011) ELLIP HT-    14.123 (meters)        (03/28/24)   ADJUSTED
 DS1595* NAD 83(2011) EPOCH   -  2010.00
 DS1595* NAVD 88 ORTHO HEIGHT -    40.20  (meters)      131.9   (feet) GPS OBS
 DS1595  ______________________________________________________________________
 DS1595  GEOID HEIGHT    -        -26.096 (meters)                     GEOID18
 DS1595  NAD 83(2011) X  -   -124,412.699 (meters)                     COMP
 DS1595  NAD 83(2011) Y  - -5,333,987.001 (meters)                     COMP
 DS1595  NAD 83(2011) Z  -  3,483,123.811 (meters)                     COMP
 DS1595  LAPLACE CORR    -         -1.44  (seconds)                    DEFLEC18
 DS1595
 DS1595  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS1595  Standards:
 DS1595         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS1595            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS1595  -------------------------------------------------------------------
 DS1595  NETWORK    0.41   0.74           0.15   0.18   0.38     -0.02629963
 DS1595  -------------------------------------------------------------------
 DS1595  Click here for local accuracies and other accuracy information.
 DS1595
 DS1595.The horizontal coordinates were established by GPS observations
 DS1595.and adjusted by the ARKANSAS DEPT OF TRANS in March 2024.
 DS1595
 DS1595.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS1595.been affixed to the stable North American tectonic plate. See 
 DS1595.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS1595
 DS1595.The horizontal coordinates are valid at the epoch date displayed above
 DS1595.which is a decimal equivalence of Year/Month/Day.
 DS1595
 DS1595.The orthometric height was determined by GPS observations and a
 DS1595.high-resolution geoid model using precise GPS observation and
 DS1595.processing techniques.
 DS1595
 DS1595.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS1595.GEOID18 height accuracy estimate available here.
 DS1595
 DS1595.Click photographs - Photos may exist for this station.
 DS1595
 DS1595.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS1595
 DS1595.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS1595
 DS1595.The ellipsoidal height was determined by GPS observations
 DS1595.and is referenced to NAD 83.
 DS1595
 DS1595. The following values were computed from the NAD 83(2011) position.
 DS1595
 DS1595;                    North         East     Units Scale Factor Converg.
 DS1595;SPC AR S     -   472,002.326   461,817.175   MT  0.99999692   +0 22 17.6
 DS1595;SPC AR S     - 1,548,560.96  1,515,145.18   sFT  0.99999692   +0 22 17.6
 DS1595;UTM  15      - 3,687,336.768   654,885.278   MT  0.99989577   +0 54 50.4
 DS1595
 DS1595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1595!SPC AR S     -   0.99999778  x   0.99999692  =   0.99999470
 DS1595!UTM  15      -   0.99999778  x   0.99989577  =   0.99989355
 DS1595
 DS1595_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS5488587336(NAD 83)
 DS1595
 DS1595                          SUPERSEDED SURVEY CONTROL
 DS1595
 DS1595.No superseded survey control is available for this station.
 DS1595
 DS1595_MARKER: Z = SEE DESCRIPTION
 DS1595_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DS1595+WITH SETTING: PAVEMENT
 DS1595_SP_SET: ANTENNA REFERENCE POINT
 DS1595_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS1595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS1595+STABILITY: SURFACE MOTION
 DS1595_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS1595+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2024
 DS1595
 DS1595  HISTORY     - Date     Condition        Report By
 DS1595  HISTORY     - 20240221 MONUMENTED       ARHD
 DS1595
 DS1595                          STATION DESCRIPTION
 DS1595
 DS1595'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (JDH)
 DS1595'THE MARK IS LOCATED ABOUT 8.6 MI (13.8 KM) WEST-NORTHWEST OF RED LEAF,
 DS1595'7.9 MI (12.7 KM) SOUTH OF MACON LAKE AND 3.3 MI (5.3 KM)
 DS1595'WEST-SOUTHWEST OF LAKE VILLAGE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DS1595'
 DS1595'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND U HIGHWAY 82, HEAD
 DS1595'WEST ON HIGHWAY 82 FOR 2.85 MI (4.59 KM) TO THE STATION ON THE RIGHT.
 DS1595'
 DS1595'IT IS A BASE ARP, 88 FT (26.8 M) SOUTHEAST OF THE SOUTHEAST CORNER OF
 DS1595'THE ARDOT MAINTENANCE SHOP, 60 FT (18.3 M) NORTHWEST OF HIGHWAY 82
 DS1595'CENTERLINE, 21 FT (6.4 M) SOUTHWEST OF A CHAIN LINK FENCE CORNER.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DS1620 ***********************************************************************
 DS1620  HT_MOD      -  This is a Height Modernization Survey Station.
 DS1620  DESIGNATION -  ARMA BASE ARP
 DS1620  PID         -  DS1620
 DS1620  STATE/COUNTY-  AR/LEE
 DS1620  COUNTRY     -  US
 DS1620  USGS QUAD   -  MARIANNA (2017)
 DS1620
 DS1620                         *CURRENT SURVEY CONTROL
 DS1620  ______________________________________________________________________
 DS1620* NAD 83(2011) POSITION- 34 47 02.14310(N) 090 46 08.09341(W)   ADJUSTED
 DS1620* NAD 83(2011) ELLIP HT-    44.295 (meters)        (04/01/24)   ADJUSTED
 DS1620* NAD 83(2011) EPOCH   -  2010.00
 DS1620* NAVD 88 ORTHO HEIGHT -    71.11  (meters)      233.3   (feet) GPS OBS
 DS1620  ______________________________________________________________________
 DS1620  GEOID HEIGHT    -        -26.811 (meters)                     GEOID18
 DS1620  NAD 83(2011) X  -    -70,375.219 (meters)                     COMP
 DS1620  NAD 83(2011) Y  - -5,243,702.937 (meters)                     COMP
 DS1620  NAD 83(2011) Z  -  3,618,230.691 (meters)                     COMP
 DS1620  LAPLACE CORR    -         -0.98  (seconds)                    DEFLEC18
 DS1620
 DS1620  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS1620  Standards:
 DS1620         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS1620            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS1620  -------------------------------------------------------------------
 DS1620  NETWORK    0.57   0.82           0.20   0.26   0.42     -0.04421895
 DS1620  -------------------------------------------------------------------
 DS1620  Click here for local accuracies and other accuracy information.
 DS1620
 DS1620.The horizontal coordinates were established by GPS observations
 DS1620.and adjusted by the ARKANSAS DEPT OF TRANS in April 2024.
 DS1620
 DS1620.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS1620.been affixed to the stable North American tectonic plate. See 
 DS1620.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS1620
 DS1620.The horizontal coordinates are valid at the epoch date displayed above
 DS1620.which is a decimal equivalence of Year/Month/Day.
 DS1620
 DS1620.The orthometric height was determined by GPS observations and a
 DS1620.high-resolution geoid model using precise GPS observation and
 DS1620.processing techniques.
 DS1620
 DS1620.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS1620.GEOID18 height accuracy estimate available here.
 DS1620
 DS1620.Click photographs - Photos may exist for this station.
 DS1620
 DS1620.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS1620
 DS1620.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS1620
 DS1620.The ellipsoidal height was determined by GPS observations
 DS1620.and is referenced to NAD 83.
 DS1620
 DS1620. The following values were computed from the NAD 83(2011) position.
 DS1620
 DS1620;                    North         East     Units Scale Factor Converg.
 DS1620;SPC AR S     -   635,516.388   512,675.856   MT  1.00000390   +0 41 20.5
 DS1620;SPC AR S     - 2,085,023.35  1,682,004.04   sFT  1.00000390   +0 41 20.5
 DS1620;UTM  15      - 3,851,350.135   704,142.099   MT  1.00011366   +1 16 23.7
 DS1620
 DS1620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1620!SPC AR S     -   0.99999305  x   1.00000390  =   0.99999695
 DS1620!UTM  15      -   0.99999305  x   1.00011366  =   1.00010671
 DS1620
 DS1620_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU0414251350(NAD 83)
 DS1620
 DS1620                          SUPERSEDED SURVEY CONTROL
 DS1620
 DS1620.No superseded survey control is available for this station.
 DS1620
 DS1620_MARKER: Z = SEE DESCRIPTION
 DS1620_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DS1620+WITH SETTING: PAVEMENT
 DS1620_SP_SET: ANTENNA REFERENCE POINT
 DS1620_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS1620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS1620+STABILITY: SURFACE MOTION
 DS1620_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS1620+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2022
 DS1620
 DS1620  HISTORY     - Date     Condition        Report By
 DS1620  HISTORY     - 20220620 MONUMENTED       ARHD
 DS1620
 DS1620                          STATION DESCRIPTION
 DS1620
 DS1620'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2022 (JDH)
 DS1620'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) SOUTH OF HAYNES, 6.9 MI
 DS1620'(11.1 KM) WEST-SOUTHWEST OF SOUDAN AND 1.0 MI (1.6 KM) NORTHWEST OF
 DS1620'MARIANNA.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DS1620'
 DS1620'TO REACH FROM THE INTERSECTION OF US HIGHWAY 79 AND STATE HIGHWAY 1,
 DS1620'HEAD EAST ON HIGHWAY 79 FOR 0.50 MI (0.80 KM) TO THE STATION ON THE
 DS1620'RIGHT.
 DS1620'
 DS1620'IT IS 93 FT (28.3 M) SOUTHEAST OF HIGHWAY 79 CENTERLINE, 18 FT (5.5 M)
 DS1620'SOUTHWEST OF THE SOUTHEAST CORNER OF THE ARDOT MAINTENANCE SHOP, 1 FT
 DS1620'(0.3 M) SOUTHEAST OF A CHAIN LINK FENCE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DS2093 ***********************************************************************
 DS2093  HT_MOD      -  This is a Height Modernization Survey Station.
 DS2093  DESIGNATION -  ARMB BASE ARP
 DS2093  PID         -  DS2093
 DS2093  STATE/COUNTY-  AR/IZARD
 DS2093  COUNTRY     -  US
 DS2093  USGS QUAD   -  MELBOURNE (2017)
 DS2093
 DS2093                         *CURRENT SURVEY CONTROL
 DS2093  ______________________________________________________________________
 DS2093* NAD 83(2011) POSITION- 36 03 33.66571(N) 091 52 48.46842(W)   ADJUSTED
 DS2093* NAD 83(2011) ELLIP HT-   182.540 (meters)        (06/02/24)   ADJUSTED
 DS2093* NAD 83(2011) EPOCH   -  2010.00
 DS2093* NAVD 88 ORTHO HEIGHT -   210.41  (meters)      690.3   (feet) GPS OBS
 DS2093  ______________________________________________________________________
 DS2093  GEOID HEIGHT    -        -27.877 (meters)                     GEOID18
 DS2093  NAD 83(2011) X  -   -169,366.795 (meters)                     COMP
 DS2093  NAD 83(2011) Y  - -5,159,493.563 (meters)                     COMP
 DS2093  NAD 83(2011) Z  -  3,733,625.000 (meters)                     COMP
 DS2093  LAPLACE CORR    -          0.47  (seconds)                    DEFLEC18
 DS2093
 DS2093  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS2093  Standards:
 DS2093         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS2093            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS2093  -------------------------------------------------------------------
 DS2093  NETWORK    0.40   1.08           0.16   0.17   0.55     -0.04658468
 DS2093  -------------------------------------------------------------------
 DS2093  Click here for local accuracies and other accuracy information.
 DS2093
 DS2093.The horizontal coordinates were established by GPS observations
 DS2093.and adjusted by the ARKANSAS DEPT OF TRANS in June 2024.
 DS2093
 DS2093.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS2093.been affixed to the stable North American tectonic plate. See 
 DS2093.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS2093
 DS2093.The horizontal coordinates are valid at the epoch date displayed above
 DS2093.which is a decimal equivalence of Year/Month/Day.
 DS2093
 DS2093.The orthometric height was determined by GPS observations and a
 DS2093.high-resolution geoid model using precise GPS observation and
 DS2093.processing techniques.
 DS2093
 DS2093.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS2093.GEOID18 height accuracy estimate available here.
 DS2093
 DS2093.Click photographs - Photos may exist for this station.
 DS2093
 DS2093.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS2093
 DS2093.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS2093
 DS2093.The ellipsoidal height was determined by GPS observations
 DS2093.and is referenced to NAD 83.
 DS2093
 DS2093. The following values were computed from the NAD 83(2011) position.
 DS2093
 DS2093;                    North         East     Units Scale Factor Converg.
 DS2093;SPC AR N     -   191,497.560   410,799.482   MT  0.99997023   +0 04 11.1
 DS2093;SPC AR N     -   628,271.58  1,347,764.63   sFT  0.99997023   +0 04 11.1
 DS2093;UTM  15      - 3,991,111.664   600,857.517   MT  0.99972534   +0 39 33.3
 DS2093
 DS2093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS2093!SPC AR N     -   0.99997135  x   0.99997023  =   0.99994158
 DS2093!UTM  15      -   0.99997135  x   0.99972534  =   0.99969670
 DS2093
 DS2093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV0085791111(NAD 83)
 DS2093
 DS2093                          SUPERSEDED SURVEY CONTROL
 DS2093
 DS2093.No superseded survey control is available for this station.
 DS2093
 DS2093_MARKER: Z = SEE DESCRIPTION
 DS2093_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DS2093+WITH SETTING: PAVEMENT
 DS2093_SP_SET: REFERENCE POINT
 DS2093_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DS2093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS2093+STABILITY: SURFACE MOTION
 DS2093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS2093+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2024
 DS2093
 DS2093  HISTORY     - Date     Condition        Report By
 DS2093  HISTORY     - 20240610 MONUMENTED       ARHD
 DS2093
 DS2093                          STATION DESCRIPTION
 DS2093
 DS2093'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (JDH)
 DS2093'THE MARK IS LOCATED ABOUT 9.6 MI (15.4 KM) SOUTHWEST OF FRANKLIN, 6.3
 DS2093'MI (10.1 KM) WEST-SOUTHWEST OF ZION AND 1.6 MI (2.6 KM) EAST OF
 DS2093'MELBOURNE.OWNERSHIP--ROAD RIGHT-OF-WAY.
 DS2093'
 DS2093'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 9 AND STATE HIGHWAY
 DS2093'69, HEAD EAST ALONG HIGHWAY 69 FOR 1.50 MI (2.41 KM) TO THE STATION ON
 DS2093'THE LEFT.
 DS2093'
 DS2093'IT IS ON TOP OF A HIGH AND DEEP WITH REBAR WITHIN A CONCRETE COLUMN
 DS2093'WITH A SQUARE BASE, 101 FT (30.8 M) SOUTHWEST OF THE SOUTHWEST CORNER
 DS2093'THE ARDOT MAINTENANCE SHOP, 70 FT (21.3 M) NORTH OF HIGHWAY 69
 DS2093'CENTERLINE, 26 FT (7.9 M) NORTHEAST OF A CHAIN LINK FENCE CORNER.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DS1533 ***********************************************************************
 DS1533  DESIGNATION -  ARME BASE ARP
 DS1533  PID         -  DS1533
 DS1533  STATE/COUNTY-  AR/POLK
 DS1533  COUNTRY     -  US
 DS1533  USGS QUAD   -  MENA (2017)
 DS1533
 DS1533                         *CURRENT SURVEY CONTROL
 DS1533  ______________________________________________________________________
 DS1533* NAD 83(2011) POSITION- 34 35 58.44050(N) 094 12 12.32095(W)   ADJUSTED
 DS1533* NAD 83(2011) ELLIP HT-   294.953 (meters)        (09/10/24)   ADJUSTED
 DS1533* NAD 83(2011) EPOCH   -  2010.00
 DS1533* NAVD 88 ORTHO HEIGHT -   325.112 (meters)     1066.64  (feet) ADJUSTED
 DS1533  ______________________________________________________________________
 DS1533  GEOID HEIGHT    -        -30.138 (meters)                     GEOID18
 DS1533  NAD 83(2011) X  -   -385,254.704 (meters)                     COMP
 DS1533  NAD 83(2011) Y  - -5,241,883.977 (meters)                     COMP
 DS1533  NAD 83(2011) Z  -  3,601,556.608 (meters)                     COMP
 DS1533  LAPLACE CORR    -          3.32  (seconds)                    DEFLEC18
 DS1533  DYNAMIC HEIGHT  -        324.762 (meters)     1065.49  (feet) COMP
 DS1533  MODELED GRAVITY -    979,551.4   (mgal)                       NAVD 88
 DS1533
 DS1533  VERT ORDER      -  FIRST     CLASS II
 DS1533
 DS1533  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS1533  Standards:
 DS1533         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS1533            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS1533  -------------------------------------------------------------------
 DS1533  NETWORK    0.43   0.88           0.14   0.20   0.45     -0.01952742
 DS1533  -------------------------------------------------------------------
 DS1533  Click here for local accuracies and other accuracy information.
 DS1533
 DS1533.The horizontal coordinates were established by GPS observations
 DS1533.and adjusted by the NONE DEFINED in September 2024.
 DS1533
 DS1533.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS1533.been affixed to the stable North American tectonic plate. See 
 DS1533.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS1533
 DS1533.The horizontal coordinates are valid at the epoch date displayed above
 DS1533.which is a decimal equivalence of Year/Month/Day.
 DS1533
 DS1533.The orthometric height was determined by differential leveling and
 DS1533.adjusted by the NATIONAL GEODETIC SURVEY
 DS1533.in May 2024.
 DS1533
 DS1533.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS1533.GEOID18 height accuracy estimate available here.
 DS1533
 DS1533.Click photographs - Photos may exist for this station.
 DS1533
 DS1533.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS1533
 DS1533.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS1533
 DS1533.The ellipsoidal height was determined by GPS observations
 DS1533.and is referenced to NAD 83.
 DS1533
 DS1533.The dynamic height is computed by dividing the NAVD 88
 DS1533.geopotential number by the normal gravity value computed on the
 DS1533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS1533.degrees latitude (g = 980.6199 gals.).
 DS1533
 DS1533.The modeled gravity was interpolated from observed gravity values.
 DS1533
 DS1533. The following values were computed from the NAD 83(2011) position.
 DS1533
 DS1533;                    North         East     Units Scale Factor Converg.
 DS1533;SPC AR S     -   616,562.094   197,900.888   MT  0.99996700   -1 13 59.6
 DS1533;SPC AR S     - 2,022,837.47    649,279.83   sFT  0.99996700   -1 13 59.6
 DS1533;UTM  15      - 3,829,296.119   389,650.518   MT  0.99975009   -0 41 00.3
 DS1533
 DS1533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1533!SPC AR S     -   0.99995370  x   0.99996700  =   0.99992070
 DS1533!UTM  15      -   0.99995370  x   0.99975009  =   0.99970380
 DS1533
 DS1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU8965029296(NAD 83)
 DS1533
 DS1533                          SUPERSEDED SURVEY CONTROL
 DS1533
 DS1533.No superseded survey control is available for this station.
 DS1533
 DS1533_MARKER: Z = SEE DESCRIPTION
 DS1533_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DS1533+WITH SETTING: PAVEMENT
 DS1533_SP_SET: ANTENNA REFERENCE POINT
 DS1533_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS1533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS1533+STABILITY: SURFACE MOTION
 DS1533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS1533+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2024
 DS1533
 DS1533  HISTORY     - Date     Condition        Report By
 DS1533  HISTORY     - 20240227 MONUMENTED       ARHD
 DS1533  HISTORY     - 20240227 GOOD             ARHD
 DS1533
 DS1533                          STATION DESCRIPTION
 DS1533
 DS1533'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (JDH)
 DS1533'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) NORTHWEST OF BOARD CAMP,
 DS1533'3.0 MI (4.8 KM) SOUTH OF ACORN AND 2.3 MI (3.7 KM) EAST-NORTHEAST OF
 DS1533'MENA.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DS1533'
 DS1533'TO REACH FROM THE INTERSECTION OF US HIGHWAY 71 AND STATE HIGHWAY 88,
 DS1533'HEAD NORTH ON HIGHWAY 71 FOR 0.80 MI (1.29 KM) TO THE ARDOT
 DS1533'MAINTENANCE SHOP.  TURN RIGHT AND GO FOR 0.07 MI (0.11 KM) TO THE
 DS1533'STATION ON THE LEFT, ARME ARP IS ON TOP OF A HIGH AND DEEP WITH REBAR
 DS1533'WITH A CONCRETE COLUMN WITH A SQUARE CONCRETE BASE.
 DS1533'
 DS1533'IT IS 135 FT (41.1 M) NORTHEAST OF THE NORTHEAST CORNER OF THE ARDOT
 DS1533'MAINTENANCE SHOP, 19 FT (5.8 M) NORTH OF THE EDGE OF THE ASPHALT AND 7
 DS1533'FT (2.1 M) SOUTH OF A CHAIN LINK FENCE.
 DS1533
 DS1533                          STATION RECOVERY (2024)
 DS1533
 DS1533'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (JDH)
 DS1533'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR8373 ***********************************************************************
 DR8373  DESIGNATION -  ARMG BASE ARP
 DR8373  PID         -  DR8373
 DR8373  STATE/COUNTY-  AR/DESHA
 DR8373  COUNTRY     -  US
 DR8373  USGS QUAD   -  MCGEHEE NORTH (2017)
 DR8373
 DR8373                         *CURRENT SURVEY CONTROL
 DR8373  ______________________________________________________________________
 DR8373* NAD 83(2011) POSITION- 33 40 30.68986(N) 091 25 30.28555(W)   ADJUSTED
 DR8373* NAD 83(2011) ELLIP HT-    21.588 (meters)        (02/01/24)   ADJUSTED
 DR8373* NAD 83(2011) EPOCH   -  2010.00
 DR8373* NAVD 88 ORTHO HEIGHT -    47.719 (meters)      156.56  (feet) ADJUSTED
 DR8373  ______________________________________________________________________
 DR8373  GEOID HEIGHT    -        -26.166 (meters)                     GEOID18
 DR8373  NAD 83(2011) X  -   -132,141.448 (meters)                     COMP
 DR8373  NAD 83(2011) Y  - -5,311,694.476 (meters)                     COMP
 DR8373  NAD 83(2011) Z  -  3,516,533.382 (meters)                     COMP
 DR8373  LAPLACE CORR    -         -2.61  (seconds)                    DEFLEC18
 DR8373  DYNAMIC HEIGHT  -         47.670 (meters)      156.40  (feet) COMP
 DR8373  MODELED GRAVITY -    979,612.4   (mgal)                       NAVD 88
 DR8373
 DR8373  VERT ORDER      -  SECOND    CLASS I
 DR8373
 DR8373  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR8373  Standards:
 DR8373         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR8373            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR8373  -------------------------------------------------------------------
 DR8373  NETWORK    0.56   0.96           0.23   0.23   0.49     -0.10361140
 DR8373  -------------------------------------------------------------------
 DR8373  Click here for local accuracies and other accuracy information.
 DR8373
 DR8373.The horizontal coordinates were established by GPS observations
 DR8373.and adjusted by the ARKANSAS DEPT OF TRANS in February 2024.
 DR8373
 DR8373.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR8373.been affixed to the stable North American tectonic plate. See 
 DR8373.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR8373
 DR8373.The horizontal coordinates are valid at the epoch date displayed above
 DR8373.which is a decimal equivalence of Year/Month/Day.
 DR8373
 DR8373.The orthometric height was determined by differential leveling and
 DR8373.adjusted by the NATIONAL GEODETIC SURVEY
 DR8373.in October 2022.
 DR8373
 DR8373.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8373.GEOID18 height accuracy estimate available here.
 DR8373
 DR8373.Click photographs - Photos may exist for this station.
 DR8373
 DR8373.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR8373
 DR8373.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR8373
 DR8373.The ellipsoidal height was determined by GPS observations
 DR8373.and is referenced to NAD 83.
 DR8373
 DR8373.The dynamic height is computed by dividing the NAVD 88
 DR8373.geopotential number by the normal gravity value computed on the
 DR8373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR8373.degrees latitude (g = 980.6199 gals.).
 DR8373
 DR8373.The modeled gravity was interpolated from observed gravity values.
 DR8373
 DR8373. The following values were computed from the NAD 83(2011) position.
 DR8373
 DR8373;                    North         East     Units Scale Factor Converg.
 DR8373;SPC AR S     -   512,007.602   453,311.642   MT  0.99993800   +0 19 18.4
 DR8373;SPC AR S     - 1,679,811.61  1,487,239.95   sFT  0.99993800   +0 19 18.4
 DR8373;UTM  15      - 3,727,255.603   645,998.872   MT  0.99986279   +0 52 24.3
 DR8373
 DR8373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR8373!SPC AR S     -   0.99999661  x   0.99993800  =   0.99993461
 DR8373!UTM  15      -   0.99999661  x   0.99986279  =   0.99985940
 DR8373
 DR8373_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT4599827255(NAD 83)
 DR8373
 DR8373                          SUPERSEDED SURVEY CONTROL
 DR8373
 DR8373.No superseded survey control is available for this station.
 DR8373
 DR8373_MARKER: Z = SEE DESCRIPTION
 DR8373_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DR8373+WITH SETTING: PAVEMENT
 DR8373_SP_SET: BASE
 DR8373_MARK LOGO: ARHD
 DR8373_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DR8373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR8373+STABILITY: SURFACE MOTION
 DR8373_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR8373+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2023
 DR8373
 DR8373  HISTORY     - Date     Condition        Report By
 DR8373  HISTORY     - 20220811 MONUMENTED       ARHD
 DR8373  HISTORY     - 20231119 GOOD             ARHD
 DR8373
 DR8373                          STATION DESCRIPTION
 DR8373
 DR8373'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2022 (JDH)
 DR8373'THE MARK IS LOCATED ABOUT 7.4 MI (11.9 KM) SOUTH-SOUTHEAST OF
 DR8373'WINCHESTER, 5.3 MI (8.5 KM) WEST OF MCARTHUR AND 3.5 MI (5.6 KM)
 DR8373'NORTH-NORTHWEST OF MCGEHEE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR8373'
 DR8373'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 277,
 DR8373'HEAD SOUTH ALONG HIGHWAY 65 FOR 2.8 MI (4.5 KM) TO THE STATION ON THE
 DR8373'LEFT.
 DR8373'
 DR8373'IT IS 40 FT (12.2 M) SOUTH OF THE SOUTHEAST CORNER OF THE ARDOT RE
 DR8373'OFFICE, 23 FT (7.0 M) EAST OF A 24 INCH (61 CM) METAL CULVERT AND 11
 DR8373'FT (3.4 M) NORTH OF A FENCE CORNER.
 DR8373
 DR8373                          STATION RECOVERY (2023)
 DR8373
 DR8373'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2023 (JDH)
 DR8373'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DS3537 ***********************************************************************
 DS3537  DESIGNATION -  ARML BASE ARP
 DS3537  PID         -  DS3537
 DS3537  STATE/COUNTY-  AR/SEARCY
 DS3537  COUNTRY     -  US
 DS3537  USGS QUAD   -  MARSHALL (2017)
 DS3537
 DS3537                         *CURRENT SURVEY CONTROL
 DS3537  ______________________________________________________________________
 DS3537* NAD 83(1986) POSITION- 35 53 45.2    (N) 092 38 29.9    (W)   HD_HELD2
 DS3537* NAVD 88 ORTHO HEIGHT -   299.991 (meters)      984.22  (feet) ADJUSTED
 DS3537  ______________________________________________________________________
 DS3537  GEOID HEIGHT    -        -28.093 (meters)                     GEOID18
 DS3537  DYNAMIC HEIGHT  -        299.715 (meters)      983.32  (feet) COMP
 DS3537  MODELED GRAVITY -    979,704.8   (mgal)                       NAVD 88
 DS3537
 DS3537  VERT ORDER      -  SECOND    CLASS I
 DS3537
 DS3537.The horizontal coordinates were established by autonomous hand held GPS
 DS3537.observations and have an estimated accuracy of +/- 10 meters.
 DS3537
 DS3537.The orthometric height was determined by differential leveling and
 DS3537.adjusted by the NATIONAL GEODETIC SURVEY
 DS3537.in January 2026.
 DS3537
 DS3537.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3537.GEOID18 height accuracy estimate available here.
 DS3537
 DS3537.Click photographs - Photos may exist for this station.
 DS3537
 DS3537.The dynamic height is computed by dividing the NAVD 88
 DS3537.geopotential number by the normal gravity value computed on the
 DS3537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS3537.degrees latitude (g = 980.6199 gals.).
 DS3537
 DS3537.The modeled gravity was interpolated from observed gravity values.
 DS3537
 DS3537;                    North         East    Units  Estimated Accuracy
 DS3537;SPC AR N     -   173,543.      342,075.      MT  (+/- 10 meters HH2 GPS)
 DS3537
 DS3537_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV3234072460(NAD 83)
 DS3537
 DS3537                          SUPERSEDED SURVEY CONTROL
 DS3537
 DS3537.No superseded survey control is available for this station.
 DS3537
 DS3537_MARKER: Z = SEE DESCRIPTION
 DS3537_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DS3537+WITH SETTING: PAVEMENT
 DS3537_SP_SET: ANTENNA REFERENCE POINT
 DS3537_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DS3537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS3537+STABILITY: SURFACE MOTION
 DS3537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3537+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2025
 DS3537
 DS3537  HISTORY     - Date     Condition        Report By
 DS3537  HISTORY     - 20250715 MONUMENTED       ARHD
 DS3537
 DS3537                          STATION DESCRIPTION
 DS3537
 DS3537'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2025 (JDH)
 DS3537'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) NORTHWEST OF LESLIE, 4.0 MI
 DS3537'(6.4 KM) EAST-NORTHEAST OF CANAAN AND 1.1 MI (1.8 KM) SOUTH-SOUTHWEST
 DS3537'OF MARSHALL.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DS3537'
 DS3537'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 27,
 DS3537'HEAD SOUTH ALONG HIGHWAY 27 FOR 1.53 MI (2.46 KM) TO THE STATION ON
 DS3537'THE LEFT AT THE ARDOT MAINTENANCE SHOP, THE ANTENNA IS ON TOP OF A
 DS3537'HIGH AND DEEP WITH REBAR WITHIN A CONCRETE PILLAR WITH A DEEP CONCRETE
 DS3537'SQUARE BASE.
 DS3537'
 DS3537'IT IS 110 FT (33.5 M) SOUTH OF HIGHWAY 27 CENTERLINE, 69 FT (21.0 M)
 DS3537'WEST OF THE ARDOT MAINTENANCE SHOP AND 12 FT (3.7 M) SOUTHEAST OF A
 DS3537'CHAIN LINK FENCE CORNER.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DS2457 ***********************************************************************
 DS2457  DESIGNATION -  ARMN BASE ARP
 DS2457  PID         -  DS2457
 DS2457  STATE/COUNTY-  AR/COLUMBIA
 DS2457  COUNTRY     -  US
 DS2457  USGS QUAD   -  WALDO (2017)
 DS2457
 DS2457                         *CURRENT SURVEY CONTROL
 DS2457  ______________________________________________________________________
 DS2457* NAD 83(2011) POSITION- 33 16 06.67147(N) 093 15 36.13470(W)   ADJUSTED
 DS2457* NAD 83(2011) ELLIP HT-    57.750 (meters)        (12/09/24)   ADJUSTED
 DS2457* NAD 83(2011) EPOCH   -  2010.00
 DS2457* NAVD 88 ORTHO HEIGHT -    84.204 (meters)      276.26  (feet) ADJUSTED
 DS2457  ______________________________________________________________________
 DS2457  GEOID HEIGHT    -        -26.450 (meters)                     GEOID18
 DS2457  NAD 83(2011) X  -   -303,573.660 (meters)                     COMP
 DS2457  NAD 83(2011) Y  - -5,329,606.122 (meters)                     COMP
 DS2457  NAD 83(2011) Z  -  3,478,928.411 (meters)                     COMP
 DS2457  LAPLACE CORR    -          1.07  (seconds)                    DEFLEC18
 DS2457  DYNAMIC HEIGHT  -         84.113 (meters)      275.96  (feet) COMP
 DS2457  MODELED GRAVITY -    979,561.6   (mgal)                       NAVD 88
 DS2457
 DS2457  VERT ORDER      -  SECOND    CLASS I
 DS2457
 DS2457  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS2457  Standards:
 DS2457         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS2457            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS2457  -------------------------------------------------------------------
 DS2457  NETWORK    0.47   0.92           0.18   0.20   0.47      0.00594400
 DS2457  -------------------------------------------------------------------
 DS2457  Click here for local accuracies and other accuracy information.
 DS2457
 DS2457.The horizontal coordinates were established by GPS observations
 DS2457.and adjusted by the NONE DEFINED in December 2024.
 DS2457
 DS2457.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS2457.been affixed to the stable North American tectonic plate. See 
 DS2457.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS2457
 DS2457.The horizontal coordinates are valid at the epoch date displayed above
 DS2457.which is a decimal equivalence of Year/Month/Day.
 DS2457
 DS2457.The orthometric height was determined by differential leveling and
 DS2457.adjusted by the NATIONAL GEODETIC SURVEY
 DS2457.in October 2024.
 DS2457
 DS2457.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS2457.GEOID18 height accuracy estimate available here.
 DS2457
 DS2457.Click photographs - Photos may exist for this station.
 DS2457
 DS2457.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS2457
 DS2457.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS2457
 DS2457.The ellipsoidal height was determined by GPS observations
 DS2457.and is referenced to NAD 83.
 DS2457
 DS2457.The dynamic height is computed by dividing the NAVD 88
 DS2457.geopotential number by the normal gravity value computed on the
 DS2457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS2457.degrees latitude (g = 980.6199 gals.).
 DS2457
 DS2457.The modeled gravity was interpolated from observed gravity values.
 DS2457
 DS2457. The following values were computed from the NAD 83(2011) position.
 DS2457
 DS2457;                    North         East     Units Scale Factor Converg.
 DS2457;SPC AR S     -   467,476.675   282,605.567   MT  1.00000713   -0 42 18.8
 DS2457;SPC AR S     - 1,533,713.06    927,181.76   sFT  1.00000713   -0 42 18.8
 DS2457;UTM  15      - 3,681,085.870   475,782.204   MT  0.99960723   -0 08 33.5
 DS2457
 DS2457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS2457!SPC AR S     -   0.99999093  x   1.00000713  =   0.99999806
 DS2457!UTM  15      -   0.99999093  x   0.99960723  =   0.99959817
 DS2457
 DS2457_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS7578281085(NAD 83)
 DS2457
 DS2457                          SUPERSEDED SURVEY CONTROL
 DS2457
 DS2457.No superseded survey control is available for this station.
 DS2457
 DS2457_MARKER: Z = SEE DESCRIPTION
 DS2457_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DS2457+WITH SETTING: PAVEMENT
 DS2457_SP_SET: PILLAR
 DS2457_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS2457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS2457+STABILITY: SURFACE MOTION
 DS2457_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS2457+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2024
 DS2457
 DS2457  HISTORY     - Date     Condition        Report By
 DS2457  HISTORY     - 20240828 MONUMENTED       ARHD
 DS2457  HISTORY     - 20241002 GOOD             ARHD
 DS2457
 DS2457                          STATION DESCRIPTION
 DS2457
 DS2457'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (JDH)
 DS2457'THE MARK IS LOCATED ABOUT 6.8 MI (10.9 KM) NORTH-NORTHEAST OF
 DS2457'MACEDONIA, 6.1 MI (9.8 KM) SOUTH-SOUTHEAST OF WALDO AND 1.2 MI (1.9
 DS2457'KM) WEST OF MAGNOLIA.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DS2457'
 DS2457'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 371 AND STATE HIGHWAY
 DS2457'82B, HEAD WEST ALONG HIGHWAY 371 FOR 1.02 MI (1.64 KM) TO THE ARDOT
 DS2457'MAINTENANCE SHOP.  TURN LEFT AND GO SOUTH THROUGH ARDOT LOT FOR 0.02
 DS2457'MI (0.03 KM) TO THE STATION ON THE LEFT, ARMN ARP IS ON TOP OF A HIGH
 DS2457'AND DEEP WITH REBAR WITH A CONCRETE PILLAR WITH A SQUARE CONCRETE
 DS2457'BASE.
 DS2457'
 DS2457'IT IS 104 FT (31.7 M) SOUTH OF THE SOUTH EDGE OF ASPHALT OF HIGHWAY
 DS2457'371 AND 48 FT (14.6 M) SOUTHWEST OF THE SOUTHWEST CORNER OF THE ARDOT
 DS2457'MAINTENANCE SHOP.
 DS2457
 DS2457                          STATION RECOVERY (2024)
 DS2457
 DS2457'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (JDH)
 DS2457'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GE0869 ***********************************************************************
 GE0869  DESIGNATION -  ARMSTRONG
 GE0869  PID         -  GE0869
 GE0869  STATE/COUNTY-  AR/SHARP
 GE0869  COUNTRY     -  US
 GE0869  USGS QUAD   -  WILLIFORD (2017)
 GE0869
 GE0869                         *CURRENT SURVEY CONTROL
 GE0869  ______________________________________________________________________
 GE0869* NAD 83(1997) POSITION- 36 21 46.25915(N) 091 17 33.99654(W)   ADJUSTED
 GE0869* NAVD 88 ORTHO HEIGHT -   237.79  (+/-2cm)      780.1   (feet) VERTCON3
 GE0869  ______________________________________________________________________
 GE0869  GEOID HEIGHT    -        -28.453 (meters)                     GEOID18
 GE0869  LAPLACE CORR    -          0.61  (seconds)                    DEFLEC18
 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
 GE0869.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0869.GEOID18 height accuracy estimate available here.
 GE0869
 GE0869.The vertical order pertains to the NGVD 29 superseded value.
 GE0869
 GE0869.Click photographs - Photos may exist for this station.
 GE0869
 GE0869.The Laplace correction was computed from DEFLEC18 derived deflections.
 GE0869
 GE0869. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 GE0869:SPC AR N     -  ARMSTRONG AZ MK                          182 13 56.7
 GE0869:UTM  15      -  ARMSTRONG AZ MK                          181 37 53.5
 GE0869
 GE0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA5316625548(NAD 83)
 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             237.68   (m)          779.8    (f) LEVELING    3  
 GE0869
 GE0869.Superseded values are not recommended for survey control.
 GE0869
 GE0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0869.See file dsdata.pdf to determine how the superseded data were derived.
 GE0869
 GE0869_MARKER: DS = TRIANGULATION STATION DISK
 GE0869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0869_STAMPING: ARMSTRONG 1955
 GE0869_MARK LOGO: CGS
 GE0869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0869+STABILITY: SURFACE MOTION
 GE0869
 GE0869  HISTORY     - Date     Condition        Report By
 GE0869  HISTORY     - 1955     MONUMENTED       CGS
 GE0869
 GE0869                          STATION DESCRIPTION
 GE0869
 GE0869'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 GE0869'THE STATION IS LOCATED ON THE PROPERTY OF MR. ROY STURGESS, ABOUT
 GE0869'11-1/2 MILES EAST-NORTHEAST OF HARDY, 5-1/4 MILES NORTHWEST OF
 GE0869'RAVENDEN SPRINGS, 52 FEET WEST OF THE CENTER OF A TRACK ROAD, 6 FEET
 GE0869'NORTHWEST OF A 4 IN X 4 IN WHITE WITNESS POST AND ABOUT 0.1 MILE
 GE0869'NORTHWEST OF A GRAVEL ROAD.
 GE0869'
 GE0869'TO REACH THE STATION FROM THE POST OFFICE IN RAVENDEN SPRINGS, GO
 GE0869'NORTHWESTERLY ON THE MAIN GRAVELED ROAD FOR 0.6 MILE TO A SIDE ROAD ON
 GE0869'THE LEFT, TURN LEFT AND GO WEST FOR 0.7 MILE TO A CROSS ROAD, TURN
 GE0869'RIGHT AND GO 1.8 MILES TO A FORK, TAKE RIGHT ROAD AND GO 0.6 MILE TO A
 GE0869'SIDE ROAD ON THE LEFT AND A CHURCH UP ON A HILL TO THE RIGHT, TURN
 GE0869'LEFT AND GO WESTERLY ON THE SIDE ROAD FOR 1.0 MILE TO A REVERSE FORK,
 GE0869'BEAR RIGHT AND GO 0.8 MILE TO A T-JUNCTION AND A FARM HOME ON THE
 GE0869'LEFT, 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 RIGHT
 GE0869'AS DESCRIBED), TURN RIGHT AND GO NORTHWEST FOR 0.1 MILE TO THE STATION
 GE0869'ON THE LEFT.
 GE0869'
 GE0869'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED ARMSTRONG
 GE0869'1955.
 GE0869'
 GE0869'REFERENCE MARK NO. 1 IS CEMENTED IN A DRILL HOLE IN THE TOP OF A 3 FT
 GE0869'X 4 FT BOULDER THAT PROJECTS 2 FEET.  IT IS 40 FEET EAST OF THE CENTER
 GE0869'OF THE TRACK ROAD AND THE DISK IS STAMPED ARMSTRONG NO 1 1955.
 GE0869'
 GE0869'REFERENCE MARK 2 PROJECTS 8 INCHES AND THE DISK IS STAMPED ARMSTRONG
 GE0869'NO 2 1955.
 GE0869'
 GE0869'THE AZIMUTH MARK IS 45 FEET NORTHWEST OF THE CENTER OF THE GRAVELED
 GE0869'ROAD AND 4 FEET SOUTHEAST OF A 4 IN X 4 IN WHITE WITNESS POST.  IT
 GE0869'PROJECTS 7 INCHES AND THE DISK IS STAMPED ARMSTRONG 1955.
 GE0869'
 GE0869'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DM1164 ***********************************************************************
 DM1164  DESIGNATION -  ARNOLD
 DM1164  PID         -  DM1164
 DM1164  STATE/COUNTY-  AR/HOWARD
 DM1164  COUNTRY     -  US
 DM1164  USGS QUAD   -  SILVER RIDGE (2017)
 DM1164
 DM1164                         *CURRENT SURVEY CONTROL
 DM1164  ______________________________________________________________________
 DM1164* NAD 83(1997) POSITION- 33 57 42.27957(N) 094 01 17.97425(W)   ADJUSTED
 DM1164* NAVD 88 ORTHO HEIGHT -   137.    (meters)      449.    (feet) SCALED
 DM1164  ______________________________________________________________________
 DM1164  GEOID HEIGHT    -        -27.412 (meters)                     GEOID18
 DM1164  LAPLACE CORR    -          1.77  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1164.GEOID18 height accuracy estimate available here.
 DM1164
 DM1164.Click photographs - Photos may exist for this station.
 DM1164
 DM1164.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM1164
 DM1164. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT0560758384(NAD 83)
 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(1993)-  33 57 42.28490(N)    094 01 17.97065(W) AD(       ) 2
 DM1164  NAD 83(1993)-  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
 DM1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1164.See file dsdata.pdf to determine how the superseded data were derived.
 DM1164
 DM1164_MARKER: DS = TRIANGULATION STATION DISK
 DM1164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1164_STAMPING: ARNOLD 1951
 DM1164_MARK LOGO: CGS
 DM1164_PROJECTION: FLUSH
 DM1164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1164+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DR3445 ***********************************************************************
 DR3445  HT_MOD      -  This is a Height Modernization Survey Station.
 DR3445  DESIGNATION -  AROC BASE ARP
 DR3445  PID         -  DR3445
 DR3445  STATE/COUNTY-  AR/MISSISSIPPI
 DR3445  COUNTRY     -  US
 DR3445  USGS QUAD   -  KEISER (2017)
 DR3445
 DR3445                         *CURRENT SURVEY CONTROL
 DR3445  ______________________________________________________________________
 DR3445* NAD 83(2011) POSITION- 35 43 02.92029(N) 090 02 05.35912(W)   ADJUSTED
 DR3445* NAD 83(2011) ELLIP HT-    46.411 (meters)        (10/02/24)   ADJUSTED
 DR3445* NAD 83(2011) EPOCH   -  2010.00
 DR3445* NAVD 88 ORTHO HEIGHT -    74.16  (meters)      243.3   (feet) GPS OBS
 DR3445  ______________________________________________________________________
 DR3445  GEOID HEIGHT    -        -27.744 (meters)                     GEOID18
 DR3445  NAD 83(2011) X  -     -3,150.861 (meters)                     COMP
 DR3445  NAD 83(2011) Y  - -5,184,398.579 (meters)                     COMP
 DR3445  NAD 83(2011) Z  -  3,702,812.675 (meters)                     COMP
 DR3445  LAPLACE CORR    -          0.40  (seconds)                    DEFLEC18
 DR3445
 DR3445  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR3445  Standards:
 DR3445         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR3445            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR3445  -------------------------------------------------------------------
 DR3445  NETWORK    0.38   0.96           0.15   0.16   0.49     -0.03487701
 DR3445  -------------------------------------------------------------------
 DR3445  Click here for local accuracies and other accuracy information.
 DR3445
 DR3445.The horizontal coordinates were established by GPS observations
 DR3445.and adjusted by the ARKANSAS DEPT OF TRANS in October 2024.
 DR3445
 DR3445.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR3445.been affixed to the stable North American tectonic plate. See 
 DR3445.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR3445
 DR3445.The horizontal coordinates are valid at the epoch date displayed above
 DR3445.which is a decimal equivalence of Year/Month/Day.
 DR3445
 DR3445.The orthometric height was determined by GPS observations and a
 DR3445.high-resolution geoid model using precise GPS observation and
 DR3445.processing techniques.
 DR3445
 DR3445.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR3445.GEOID18 height accuracy estimate available here.
 DR3445
 DR3445.Click photographs - Photos may exist for this station.
 DR3445
 DR3445.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR3445
 DR3445.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR3445
 DR3445.The ellipsoidal height was determined by GPS observations
 DR3445.and is referenced to NAD 83.
 DR3445
 DR3445. The following values were computed from the NAD 83(2011) position.
 DR3445
 DR3445;                    North         East     Units Scale Factor Converg.
 DR3445;SPC AR N     -   155,333.881   577,794.813   MT  0.99993863   +1 08 36.7
 DR3445;SPC AR N     -   509,624.57  1,895,648.48   sFT  0.99993863   +1 08 36.7
 DR3445;UTM  15      - 3,956,667.440   768,232.830   MT  1.00048670   +1 43 55.5
 DR3445;UTM  16      - 3,956,860.250   225,465.243   MT  1.00052886   -1 46 22.1
 DR3445
 DR3445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR3445!SPC AR N     -   0.99999272  x   0.99993863  =   0.99993135
 DR3445!UTM  15      -   0.99999272  x   1.00048670  =   1.00047941
 DR3445!UTM  16      -   0.99999272  x   1.00052886  =   1.00052157
 DR3445
 DR3445_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6823256667(NAD 83)
 DR3445
 DR3445                          SUPERSEDED SURVEY CONTROL
 DR3445
 DR3445  NAVD 88 (06/22/20)   74.228  (m)          243.53   (f) ADJUSTED    1 2
 DR3445
 DR3445.Superseded values are not recommended for survey control.
 DR3445
 DR3445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR3445.See file dsdata.pdf to determine how the superseded data were derived.
 DR3445
 DR3445_MARKER: Z = SEE DESCRIPTION
 DR3445_SP_SET: ANTENNA REFERENCE POINT
 DR3445_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DR3445_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR3445_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR3445+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2024
 DR3445
 DR3445  HISTORY     - Date     Condition        Report By
 DR3445  HISTORY     - 20190821 MONUMENTED       ARHD
 DR3445  HISTORY     - 20240708 GOOD             ARHD
 DR3445
 DR3445                          STATION DESCRIPTION
 DR3445
 DR3445'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2019 (JDH)
 DR3445'THE STATION IS LOCATED ABOUT 6.6 MI (10.6 KM) WEST-SOUTHWEST OF
 DR3445'LUXORA, 4.7 MI (7.6 KM) NORTHEAST OF KEISER AND 3.8 MI (6.1 KM)
 DR3445'WEST-NORTHWEST OF OSCEOLA.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR3445'
 DR3445'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 140 AND STATE HIGHWAY
 DR3445'119, GO NORTH ON HIGHWAY 119 FOR 1 MI (1.6 KM) TO THE ARDOT SHOPS TO
 DR3445'THE STATION ON THE RIGHT.
 DR3445'
 DR3445'IT IS 103 FT (31.4 M) WEST OF HIGHWAY 119 CENTERLINE, 78 FT (23.8 M)
 DR3445'SOUTH OF THE SOUTHEAST CORNER OF THE ARDOT RE OFFICE.
 DR3445
 DR3445                          STATION RECOVERY (2024)
 DR3445
 DR3445'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (JDH)
 DR3445'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR8566 ***********************************************************************
 DR8566  DESIGNATION -  AROZ BASE ARP
 DR8566  PID         -  DR8566
 DR8566  STATE/COUNTY-  AR/FRANKLIN
 DR8566  COUNTRY     -  US
 DR8566  USGS QUAD   -  OZARK (2017)
 DR8566
 DR8566                         *CURRENT SURVEY CONTROL
 DR8566  ______________________________________________________________________
 DR8566* NAD 83(2011) POSITION- 35 29 46.17188(N) 093 50 38.04907(W)   ADJUSTED
 DR8566* NAD 83(2011) ELLIP HT-   122.377 (meters)        (02/29/24)   ADJUSTED
 DR8566* NAD 83(2011) EPOCH   -  2010.00
 DR8566* NAVD 88 ORTHO HEIGHT -   151.588 (meters)      497.34  (feet) ADJUSTED
 DR8566  ______________________________________________________________________
 DR8566  GEOID HEIGHT    -        -29.209 (meters)                     GEOID18
 DR8566  NAD 83(2011) X  -   -348,516.646 (meters)                     COMP
 DR8566  NAD 83(2011) Y  - -5,187,063.148 (meters)                     COMP
 DR8566  NAD 83(2011) Z  -  3,682,892.073 (meters)                     COMP
 DR8566  LAPLACE CORR    -          0.52  (seconds)                    DEFLEC18
 DR8566  DYNAMIC HEIGHT  -        151.448 (meters)      496.88  (feet) COMP
 DR8566  MODELED GRAVITY -    979,713.0   (mgal)                       NAVD 88
 DR8566
 DR8566  VERT ORDER      -  SECOND    CLASS I
 DR8566
 DR8566  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR8566  Standards:
 DR8566         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR8566            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR8566  -------------------------------------------------------------------
 DR8566  NETWORK    0.40   0.94           0.12   0.19   0.48     -0.01121437
 DR8566  -------------------------------------------------------------------
 DR8566  Click here for local accuracies and other accuracy information.
 DR8566
 DR8566.The horizontal coordinates were established by GPS observations
 DR8566.and adjusted by the ARKANSAS DEPT OF TRANS in February 2024.
 DR8566
 DR8566.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR8566.been affixed to the stable North American tectonic plate. See 
 DR8566.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR8566
 DR8566.The horizontal coordinates are valid at the epoch date displayed above
 DR8566.which is a decimal equivalence of Year/Month/Day.
 DR8566
 DR8566.The orthometric height was determined by differential leveling and
 DR8566.adjusted by the NATIONAL GEODETIC SURVEY
 DR8566.in February 2023.
 DR8566
 DR8566.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8566.GEOID18 height accuracy estimate available here.
 DR8566
 DR8566.Click photographs - Photos may exist for this station.
 DR8566
 DR8566.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR8566
 DR8566.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR8566
 DR8566.The ellipsoidal height was determined by GPS observations
 DR8566.and is referenced to NAD 83.
 DR8566
 DR8566.The dynamic height is computed by dividing the NAVD 88
 DR8566.geopotential number by the normal gravity value computed on the
 DR8566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR8566.degrees latitude (g = 980.6199 gals.).
 DR8566
 DR8566.The modeled gravity was interpolated from observed gravity values.
 DR8566
 DR8566. The following values were computed from the NAD 83(2011) position.
 DR8566
 DR8566;                    North         East     Units Scale Factor Converg.
 DR8566;SPC AR N     -   130,571.786   232,716.182   MT  0.99993711   -1 04 22.7
 DR8566;SPC AR N     -   428,384.27    763,503.01   sFT  0.99993711   -1 04 22.7
 DR8566;UTM  15      - 3,928,394.766   423,459.312   MT  0.99967219   -0 29 24.1
 DR8566
 DR8566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR8566!SPC AR N     -   0.99998079  x   0.99993711  =   0.99991790
 DR8566!UTM  15      -   0.99998079  x   0.99967219  =   0.99965299
 DR8566
 DR8566_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV2345928394(NAD 83)
 DR8566
 DR8566                          SUPERSEDED SURVEY CONTROL
 DR8566
 DR8566.No superseded survey control is available for this station.
 DR8566
 DR8566_MARKER: Z = SEE DESCRIPTION
 DR8566_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DR8566+WITH SETTING: PAVEMENT
 DR8566_SP_SET: ANTENNA REFERENCE POINT
 DR8566_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DR8566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR8566+STABILITY: SURFACE MOTION
 DR8566_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR8566+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2023
 DR8566
 DR8566  HISTORY     - Date     Condition        Report By
 DR8566  HISTORY     - 20221102 MONUMENTED       ARHD
 DR8566  HISTORY     - 20231128 GOOD             MDSHA
 DR8566
 DR8566                          STATION DESCRIPTION
 DR8566
 DR8566'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2022 (JDH)
 DR8566'THE MARK IS LOCATED ABOUT 5.5 MI (8.8 KM) SOUTHEAST OF CRAVENS, 5.4 MI
 DR8566'(8.7 KM) SOUTH OF WATALULA AND 1.1 MI (1.8 KM) NORTHWEST OF OZARK.
 DR8566'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR8566'
 DR8566'TO REACH FROM THE INTERSECTION OF US HIGHWAY 64 AND STATE HIGHWAY 23
 DR8566'N, HEAD NORTH ALONG HIGHWAY 23 FOR 0.50 MI (0.80 KM) TO THE STATION ON
 DR8566'THE LEFT, AROZ ARP IS ON TOP OF A HIGH AND DEEP WITH REBAR WITH A
 DR8566'CONCRETE COLUMN WITH A SQUARE CONCRETE BASE.  IT IS 7 FT (2.1 M)
 DR8566'NORTHWEST OF ARDOT FENCE CORNER, 2 FT (0.6 M) SOUTHWEST OF DIXON BENCH
 DR8566'MARK.
 DR8566
 DR8566                          STATION RECOVERY (2023)
 DR8566
 DR8566'RECOVERY NOTE BY MARYLAND DOT HIGHWAY ADMINISTRATION 2023 (JDH)
 DR8566'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH0900 ***********************************************************************
 EH0900  DESIGNATION -  ARP
 EH0900  PID         -  EH0900
 EH0900  STATE/COUNTY-  AR/PHILLIPS
 EH0900  COUNTRY     -  US
 EH0900  USGS QUAD   -  WEST HELENA (2017)
 EH0900
 EH0900                         *CURRENT SURVEY CONTROL
 EH0900  ______________________________________________________________________
 EH0900* NAD 83(1986) POSITION- 34 34 29.     (N) 090 40 41.     (W)   SCALED
 EH0900* NAVD 88 ORTHO HEIGHT -    71.829 (meters)      235.66  (feet) ADJUSTED
 EH0900  ______________________________________________________________________
 EH0900  GEOID HEIGHT    -        -27.004 (meters)                     GEOID18
 EH0900  DYNAMIC HEIGHT  -         71.760 (meters)      235.43  (feet) COMP
 EH0900  MODELED GRAVITY -    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 map and have
 EH0900.an estimated accuracy of +/- 6 seconds.
 EH0900
 EH0900.The orthometric height was determined by differential leveling and
 EH0900.adjusted by the NATIONAL GEODETIC SURVEY
 EH0900.in June 1991.
 EH0900
 EH0900.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0900.GEOID18 height accuracy estimate available here.
 EH0900
 EH0900.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU129283(NAD 83)
 EH0900
 EH0900                          SUPERSEDED SURVEY CONTROL
 EH0900
 EH0900  NGVD 29 (11/26/84)   71.861  (m)          235.76   (f) ADJUSTED    1 2
 EH0900
 EH0900.Superseded values are not recommended for survey control.
 EH0900
 EH0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0900.See file dsdata.pdf to determine how the superseded data were derived.
 EH0900
 EH0900_MARKER: DT = TOPOGRAPHIC STATION DISK
 EH0900_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EH0900_SP_SET: CULVERT HEADWALL
 EH0900_STAMPING: ARP 1953
 EH0900_MARK LOGO: CGS
 EH0900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0900+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FH1259 ***********************************************************************
 FH1259  DESIGNATION -  ARP 2
 FH1259  PID         -  FH1259
 FH1259  STATE/COUNTY-  AR/SEBASTIAN
 FH1259  COUNTRY     -  US
 FH1259  USGS QUAD   -  BARLING (2017)
 FH1259
 FH1259                         *CURRENT SURVEY CONTROL
 FH1259  ______________________________________________________________________
 FH1259* NAD 83(1997) POSITION- 35 20 10.32145(N) 094 22 04.59047(W)   ADJUSTED
 FH1259* NAD 83(1997) ELLIP HT-   105.415 (meters)        (09/14/99)   ADJUSTED
 FH1259* NAVD 88 ORTHO HEIGHT -   135.6   (meters)      445.    (feet) GPS OBS
 FH1259  ______________________________________________________________________
 FH1259  NAVD 88 orthometric height was determined with geoid model    GEOID93
 FH1259  GEOID HEIGHT    -        -30.670 (meters)                     GEOID93
 FH1259  GEOID HEIGHT    -        -30.240 (meters)                     GEOID18
 FH1259  NAD 83(1997) X  -   -396,725.632 (meters)                     COMP
 FH1259  NAD 83(1997) Y  - -5,193,899.804 (meters)                     COMP
 FH1259  NAD 83(1997) Z  -  3,668,418.734 (meters)                     COMP
 FH1259  LAPLACE CORR    -          1.67  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1259.GEOID18 height accuracy estimate available here.
 FH1259
 FH1259.Click photographs - Photos may exist for this station.
 FH1259
 FH1259.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FH1259
 FH1259.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1259
 FH1259.The ellipsoidal height was determined by GPS observations
 FH1259.and is referenced to NAD 83.
 FH1259
 FH1259. The following values were computed from the NAD 83(1997) position.
 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  =   0.99992871
 FH1259!UTM  15      -   0.99998345  x   0.99979046  =   0.99977392
 FH1259
 FH1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV7568111185(NAD 83)
 FH1259
 FH1259                          SUPERSEDED SURVEY CONTROL
 FH1259
 FH1259  NAD 83(1993)-  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             135.47   (m)          444.5    (f) LEVELING    3  
 FH1259
 FH1259.Superseded values are not recommended for survey control.
 FH1259
 FH1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1259.See file dsdata.pdf to determine how the superseded data were derived.
 FH1259
 FH1259_MARKER: DT = TOPOGRAPHIC STATION DISK
 FH1259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = MARCH 20, 2026 22:17:28 EDT
 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  COUNTRY     -  US
 GF1026  USGS QUAD   -  BATAVIA (2017)
 GF1026
 GF1026                         *CURRENT SURVEY CONTROL
 GF1026  ______________________________________________________________________
 GF1026* NAD 83(2011) POSITION- 36 15 41.24465(N) 093 09 13.10267(W)   ADJUSTED
 GF1026* NAD 83(2011) ELLIP HT-   384.491 (meters)        (06/27/12)   ADJUSTED
 GF1026* NAD 83(2011) EPOCH   -  2010.00
 GF1026* NAVD 88 ORTHO HEIGHT -   412.78  (meters)     1354.3   (feet) LEVELING
 GF1026  ______________________________________________________________________
 GF1026  GEOID HEIGHT    -        -28.272 (meters)                     GEOID18
 GF1026  NAD 83(2011) X  -   -283,276.216 (meters)                     COMP
 GF1026  NAD 83(2011) Y  - -5,141,404.776 (meters)                     COMP
 GF1026  NAD 83(2011) Z  -  3,751,850.999 (meters)                     COMP
 GF1026  LAPLACE CORR    -         -1.10  (seconds)                    DEFLEC18
 GF1026  VERT ORDER      -  THIRD ?
 GF1026
 GF1026  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GF1026  Standards:
 GF1026         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GF1026            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GF1026  -------------------------------------------------------------------
 GF1026  NETWORK    0.88   2.27           0.40   0.31   1.16      0.06653047
 GF1026  -------------------------------------------------------------------
 GF1026  Click here for local accuracies and other accuracy information.
 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 June 2012.
 GF1026
 GF1026.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GF1026.been affixed to the stable North American tectonic plate. See 
 GF1026.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GF1026
 GF1026.The horizontal coordinates are valid at the epoch date displayed above
 GF1026.which is a decimal equivalence of Year/Month/Day.
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF1026.GEOID18 height accuracy estimate available here.
 GF1026
 GF1026.Click photographs - Photos may exist for this station.
 GF1026
 GF1026.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GF1026
 GF1026.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF1026
 GF1026.The ellipsoidal height was determined by GPS observations
 GF1026.and is referenced to NAD 83.
 GF1026
 GF1026. The following values were computed from the NAD 83(2011) position.
 GF1026
 GF1026;                    North         East     Units Scale Factor Converg.
 GF1026;SPC AR N     -   214,524.022   296,329.808   MT  1.00000568   -0 40 16.7
 GF1026;SPC AR N     -   703,817.56    972,208.71   sFT  1.00000568   -0 40 16.7
 GF1026;UTM  15      - 4,012,959.418   486,198.672   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA8619812959(NAD 83)
 GF1026
 GF1026                          SUPERSEDED SURVEY CONTROL
 GF1026
 GF1026  NAD 83(2007)-  36 15 41.24467(N)    093 09 13.10348(W) AD(2002.00) 0
 GF1026  ELLIP H (02/10/07)  384.511  (m)                       GP(2002.00)    
 GF1026  ELLIP H (09/21/01)  384.513  (m)                       GP(       ) 4 2
 GF1026  NAD 83(1997)-  36 15 41.24453(N)    093 09 13.10371(W) AD(       ) B
 GF1026  ELLIP H (09/19/97)  384.525  (m)                       GP(       ) 4 1
 GF1026  NAD 83(1986)-  36 15 41.25659(N)    093 09 13.10611(W) AD(       ) 2
 GF1026  NGVD 29             412.63   (m)         1353.8    (f) LEVELING    3  
 GF1026
 GF1026.Superseded values are not recommended for survey control.
 GF1026
 GF1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF1026.See file dsdata.pdf to determine how the superseded data were derived.
 GF1026
 GF1026_MARKER: DT = TOPOGRAPHIC STATION DISK
 GF1026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF1026_STAMPING: ARP 2 HRO 1970
 GF1026_MARK LOGO: CGS
 GF1026_PROJECTION: FLUSH
 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 19, 2019
 GF1026
 GF1026  HISTORY     - Date     Condition        Report By
 GF1026  HISTORY     - 1970     MONUMENTED       NOS
 GF1026  HISTORY     - 19881109 GOOD             NGS
 GF1026  HISTORY     - 19921119 GOOD
 GF1026  HISTORY     - 19961126 GOOD             NGS
 GF1026  HISTORY     - 19990609 GOOD             NGS
 GF1026  HISTORY     - 20150720 GOOD             INDIV
 GF1026  HISTORY     - 20190619 GOOD             ARHD
 GF1026
 GF1026                          STATION DESCRIPTION
 GF1026
 GF1026'DESCRIBED BY NATIONAL OCEAN SERVICE 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.
 GF1026
 GF1026                          STATION RECOVERY (2015)
 GF1026
 GF1026'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (RLJ)
 GF1026'RECOVERED AS DESCRIBED
 GF1026
 GF1026                          STATION RECOVERY (2019)
 GF1026
 GF1026'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2019 (JDH)
 GF1026'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ4455 ***********************************************************************
 DQ4455  DESIGNATION -  ARPB1
 DQ4455  PID         -  DQ4455
 DQ4455  STATE/COUNTY-  AR/JEFFERSON
 DQ4455  COUNTRY     -  US
 DQ4455  USGS QUAD   -  LADD (2017)
 DQ4455
 DQ4455                         *CURRENT SURVEY CONTROL
 DQ4455  ______________________________________________________________________
 DQ4455* NAD 83(1986) POSITION- 34 11 36.9    (N) 091 54 51.1    (W)   HD_HELD2
 DQ4455* NAVD 88 ORTHO HEIGHT -    60.691 (meters)      199.12  (feet) ADJUSTED
 DQ4455  ______________________________________________________________________
 DQ4455  GEOID HEIGHT    -        -25.965 (meters)                     GEOID18
 DQ4455  DYNAMIC HEIGHT  -         60.632 (meters)      198.92  (feet) COMP
 DQ4455  MODELED GRAVITY -    979,666.0   (mgal)                       NAVD 88
 DQ4455
 DQ4455  VERT ORDER      -  FIRST     CLASS II
 DQ4455
 DQ4455.The horizontal coordinates were established by autonomous hand held GPS
 DQ4455.observations and have an estimated accuracy of +/- 10 meters.
 DQ4455
 DQ4455.The orthometric height was determined by differential leveling and
 DQ4455.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4455.in February 2017.
 DQ4455
 DQ4455.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4455.GEOID18 height accuracy estimate available here.
 DQ4455
 DQ4455.Click photographs - Photos may exist for this station.
 DQ4455
 DQ4455.The dynamic height is computed by dividing the NAVD 88
 DQ4455.geopotential number by the normal gravity value computed on the
 DQ4455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4455.degrees latitude (g = 980.6199 gals.).
 DQ4455
 DQ4455.The modeled gravity was interpolated from observed gravity values.
 DQ4455
 DQ4455;                    North         East    Units  Estimated Accuracy
 DQ4455;SPC AR S     -   569,357.      407,908.      MT  (+/- 10 meters HH2 GPS)
 DQ4455
 DQ4455_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT0004584153(NAD 83)
 DQ4455
 DQ4455                          SUPERSEDED SURVEY CONTROL
 DQ4455
 DQ4455.No superseded survey control is available for this station.
 DQ4455
 DQ4455_MARKER: DB = BENCH MARK DISK
 DQ4455_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DQ4455_SP_SET: FOUNDATION
 DQ4455_STAMPING: ARPB1 2013
 DQ4455_MARK LOGO: ARHD
 DQ4455_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ4455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ4455+STABILITY: SURFACE MOTION
 DQ4455_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4455+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2015
 DQ4455
 DQ4455  HISTORY     - Date     Condition        Report By
 DQ4455  HISTORY     - 20131114 MONUMENTED       ARHD
 DQ4455  HISTORY     - 20150601 GOOD             ARHD
 DQ4455
 DQ4455                          STATION DESCRIPTION
 DQ4455
 DQ4455'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 DQ4455'THE STATION IS LOCATED ABOUT 6.1 MI (9.8 KM) SOUTH OF ROB ROY, 5.6 MI
 DQ4455'(9.0 KM) EAST-SOUTHEAST OF PINE BLUFF AND 3.6 MI (5.8 KM) NORTH OF
 DQ4455'LADD.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ4455'
 DQ4455'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65, US HIGHWAY 425 AND
 DQ4455'STATE HIGHWAY 81, GO EAST ON HIGHWAY 65 FOR 0.4 MI (0.6 KM) THEN TURN
 DQ4455'RIGHT AT THE SECOND ENTRANCE TO THE DISTRICT 2 HEADQUARTERS AND GO
 DQ4455'SOUTH FOR 0.1 MI (0.2 KM) TO THE STATION ON THE LEFT, IN THE CONCRETE
 DQ4455'FOUNDATION OF THE PINE BLUFF CORS.
 DQ4455'
 DQ4455'IT IS 140 FT (42.7 M) SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 DQ4455'RESIDENT ENGINEERS OFFICE, 127 FT (38.7 M) SOUTH OF A CHAIN LINK FENCE
 DQ4455'AND 83 FT (25.3 M) SOUTHEAST OF A LIGHT POLE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DS2674 ***********************************************************************
 DS2674  HT_MOD      -  This is a Height Modernization Survey Station.
 DS2674  DESIGNATION -  ARPC BASE ARP
 DS2674  PID         -  DS2674
 DS2674  STATE/COUNTY-  AR/MONTGOMERY
 DS2674  COUNTRY     -  US
 DS2674  USGS QUAD   -  SIMS (2017)
 DS2674
 DS2674                         *CURRENT SURVEY CONTROL
 DS2674  ______________________________________________________________________
 DS2674* NAD 83(2011) POSITION- 34 37 53.82521(N) 093 44 09.98903(W)   ADJUSTED
 DS2674* NAD 83(2011) ELLIP HT-   213.477 (meters)        (09/10/24)   ADJUSTED
 DS2674* NAD 83(2011) EPOCH   -  2010.00
 DS2674* NAVD 88 ORTHO HEIGHT -   242.60  (meters)      795.9   (feet) GPS OBS
 DS2674  ______________________________________________________________________
 DS2674  GEOID HEIGHT    -        -29.102 (meters)                     GEOID18
 DS2674  NAD 83(2011) X  -   -342,352.652 (meters)                     COMP
 DS2674  NAD 83(2011) Y  - -5,242,769.294 (meters)                     COMP
 DS2674  NAD 83(2011) Z  -  3,604,436.607 (meters)                     COMP
 DS2674  LAPLACE CORR    -          3.48  (seconds)                    DEFLEC18
 DS2674
 DS2674  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS2674  Standards:
 DS2674         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS2674            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS2674  -------------------------------------------------------------------
 DS2674  NETWORK    0.42   0.84           0.13   0.20   0.43     -0.00655343
 DS2674  -------------------------------------------------------------------
 DS2674  Click here for local accuracies and other accuracy information.
 DS2674
 DS2674.The horizontal coordinates were established by GPS observations
 DS2674.and adjusted by the NONE DEFINED in September 2024.
 DS2674
 DS2674.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS2674.been affixed to the stable North American tectonic plate. See 
 DS2674.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS2674
 DS2674.The horizontal coordinates are valid at the epoch date displayed above
 DS2674.which is a decimal equivalence of Year/Month/Day.
 DS2674
 DS2674.The orthometric height was determined by GPS observations and a
 DS2674.high-resolution geoid model using precise GPS observation and
 DS2674.processing techniques.
 DS2674
 DS2674.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS2674.GEOID18 height accuracy estimate available here.
 DS2674
 DS2674.Click photographs - Photos may exist for this station.
 DS2674
 DS2674.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS2674
 DS2674.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS2674
 DS2674.The ellipsoidal height was determined by GPS observations
 DS2674.and is referenced to NAD 83.
 DS2674
 DS2674. The following values were computed from the NAD 83(2011) position.
 DS2674
 DS2674;                    North         East     Units Scale Factor Converg.
 DS2674;SPC AR S     -   619,292.291   240,818.854   MT  0.99997267   -0 58 18.1
 DS2674;SPC AR S     - 2,031,794.79    790,086.52   sFT  0.99997267   -0 58 18.1
 DS2674;UTM  15      - 3,832,438.473   432,528.611   MT  0.99965611   -0 25 06.0
 DS2674
 DS2674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS2674!SPC AR S     -   0.99996649  x   0.99997267  =   0.99993916
 DS2674!UTM  15      -   0.99996649  x   0.99965611  =   0.99962261
 DS2674
 DS2674_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU3252832438(NAD 83)
 DS2674
 DS2674                          SUPERSEDED SURVEY CONTROL
 DS2674
 DS2674.No superseded survey control is available for this station.
 DS2674
 DS2674_MARKER: Z = SEE DESCRIPTION
 DS2674_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DS2674+WITH SETTING: PAVEMENT
 DS2674_SP_SET: ANTENNA REFERENCE POINT
 DS2674_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS2674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS2674+STABILITY: SURFACE MOTION
 DS2674_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS2674+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2024
 DS2674
 DS2674  HISTORY     - Date     Condition        Report By
 DS2674  HISTORY     - 20240221 MONUMENTED       ARHD
 DS2674
 DS2674                          STATION DESCRIPTION
 DS2674
 DS2674'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (JDH)
 DS2674'THE MARK IS LOCATED ABOUT 7.8 MI (12.6 KM) NORTHWEST OF MOUNT IDA, 3.2
 DS2674'MI (5.1 KM) SOUTHWEST OF SIMS AND 2.5 MI (4.0 KM) EAST-NORTHEAST OF
 DS2674'ODEN.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DS2674'
 DS2674'TO REACH FROM THE INTERSECTION OF US HIGHWAY 270 AND STATE HIGHWAY 88,
 DS2674'HEAD NORTH ALONG HIGHWAY 270 FOR 0.15 MI (0.24 KM) TO THE STATION ON
 DS2674'THE LEFT.
 DS2674'
 DS2674'IT IS 34 FT (10.4 M) SOUTHWEST OF THE WEST GAS PUMP, 14 FT (4.3 M)
 DS2674'NORTHWEST OF THE NORTHWEST CORNER OF THE ARDOT MAINTENANCE SHOP.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR9985 ***********************************************************************
 DR9985  HT_MOD      -  This is a Height Modernization Survey Station.
 DR9985  DESIGNATION -  ARSH BASE ARP
 DR9985  PID         -  DR9985
 DR9985  STATE/COUNTY-  AR/GRANT
 DR9985  COUNTRY     -  US
 DR9985  USGS QUAD   -  SHERIDAN (2017)
 DR9985
 DR9985                         *CURRENT SURVEY CONTROL
 DR9985  ______________________________________________________________________
 DR9985* NAD 83(2011) POSITION- 34 18 30.10406(N) 092 23 03.63876(W)   ADJUSTED
 DR9985* NAD 83(2011) ELLIP HT-    55.552 (meters)        (02/13/24)   ADJUSTED
 DR9985* NAD 83(2011) EPOCH   -  2010.00
 DR9985* NAVD 88 ORTHO HEIGHT -    81.59  (meters)      267.7   (feet) GPS OBS
 DR9985  ______________________________________________________________________
 DR9985  GEOID HEIGHT    -        -26.048 (meters)                     GEOID18
 DR9985  NAD 83(2011) X  -   -219,416.540 (meters)                     COMP
 DR9985  NAD 83(2011) Y  - -5,269,534.605 (meters)                     COMP
 DR9985  NAD 83(2011) Z  -  3,574,783.610 (meters)                     COMP
 DR9985  LAPLACE CORR    -          0.61  (seconds)                    DEFLEC18
 DR9985
 DR9985  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR9985  Standards:
 DR9985         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR9985            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR9985  -------------------------------------------------------------------
 DR9985  NETWORK    0.35   0.59           0.12   0.16   0.30     -0.01723364
 DR9985  -------------------------------------------------------------------
 DR9985  Click here for local accuracies and other accuracy information.
 DR9985
 DR9985.The horizontal coordinates were established by GPS observations
 DR9985.and adjusted by the ARKANSAS DEPT OF TRANS in February 2024.
 DR9985
 DR9985.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR9985.been affixed to the stable North American tectonic plate. See 
 DR9985.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR9985
 DR9985.The horizontal coordinates are valid at the epoch date displayed above
 DR9985.which is a decimal equivalence of Year/Month/Day.
 DR9985
 DR9985.The orthometric height was determined by GPS observations and a
 DR9985.high-resolution geoid model using precise GPS observation and
 DR9985.processing techniques.
 DR9985
 DR9985.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9985.GEOID18 height accuracy estimate available here.
 DR9985
 DR9985.Click photographs - Photos may exist for this station.
 DR9985
 DR9985.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR9985
 DR9985.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR9985
 DR9985.The ellipsoidal height was determined by GPS observations
 DR9985.and is referenced to NAD 83.
 DR9985
 DR9985. The following values were computed from the NAD 83(2011) position.
 DR9985
 DR9985;                    North         East     Units Scale Factor Converg.
 DR9985;SPC AR S     -   582,151.662   364,623.835   MT  0.99992986   -0 12 54.4
 DR9985;SPC AR S     - 1,909,942.58  1,196,270.03   sFT  0.99992986   -0 12 54.4
 DR9985;UTM  15      - 3,796,518.981   556,648.625   MT  0.99963956   +0 20 49.3
 DR9985
 DR9985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR9985!SPC AR S     -   0.99999128  x   0.99992986  =   0.99992114
 DR9985!UTM  15      -   0.99999128  x   0.99963956  =   0.99963084
 DR9985
 DR9985_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT5664896518(NAD 83)
 DR9985
 DR9985                          SUPERSEDED SURVEY CONTROL
 DR9985
 DR9985.No superseded survey control is available for this station.
 DR9985
 DR9985_MARKER: Z = SEE DESCRIPTION
 DR9985_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DR9985_SP_SET: ANTENNA REFERENCE POINT
 DR9985_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR9985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR9985+STABILITY: SURFACE MOTION
 DR9985_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9985+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2023
 DR9985
 DR9985  HISTORY     - Date     Condition        Report By
 DR9985  HISTORY     - 20230623 MONUMENTED       ARHD
 DR9985
 DR9985                          STATION DESCRIPTION
 DR9985
 DR9985'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2023 (JDH)
 DR9985'THE MARK IS LOCATED ABOUT 8.5 MI (13.7 KM) SOUTH-SOUTHEAST OF BELFAST,
 DR9985'6.1 MI (9.8 KM) WEST-NORTHWEST OF PRAGUE AND 1.0 MI (1.6 KM) EAST OF
 DR9985'SHERIDAN.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR9985'
 DR9985'TO REACH FROM THE INTERSECTION OF US HIGHWAY 270 AND STATE HIGHWAY 46,
 DR9985'HEAD SOUTH FROM THIS INTERSECTION FOR 125 FT (38.1 M) TO THE STATION
 DR9985'ON THE LEFT.
 DR9985'
 DR9985'IT IS IN THE TOP OF THE ARDOT MAINTENANCE SHOP, 115 FT (35.1 M) SOUTH
 DR9985'OF HIGHWAY 270 CENTERLINE, 60 FT (18.3 M) SOUTHEAST OF A POWER POLE,
 DR9985'31 FT (9.4 M) SOUTHEAST OF THE NORTHWEST CORNER OF THE ARDOT
 DR9985'MAINTENANCE SHOP.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR8381 ***********************************************************************
 DR8381  HT_MOD      -  This is a Height Modernization Survey Station.
 DR8381  DESIGNATION -  ARST BASE ARP
 DR8381  PID         -  DR8381
 DR8381  STATE/COUNTY-  AR/ARKANSAS
 DR8381  COUNTRY     -  US
 DR8381  USGS QUAD   -  STUTTGART NORTH (2017)
 DR8381
 DR8381                         *CURRENT SURVEY CONTROL
 DR8381  ______________________________________________________________________
 DR8381* NAD 83(2011) POSITION- 34 32 12.51657(N) 091 33 17.77695(W)   ADJUSTED
 DR8381* NAD 83(2011) ELLIP HT-    48.054 (meters)        (03/03/21)   ADJUSTED
 DR8381* NAD 83(2011) EPOCH   -  2010.00
 DR8381* NAVD 88 ORTHO HEIGHT -    74.70  (meters)      245.1   (feet) GPS OBS
 DR8381  ______________________________________________________________________
 DR8381  GEOID HEIGHT    -        -26.626 (meters)                     GEOID18
 DR8381  NAD 83(2011) X  -   -142,726.236 (meters)                     COMP
 DR8381  NAD 83(2011) Y  - -5,257,832.129 (meters)                     COMP
 DR8381  NAD 83(2011) Z  -  3,595,683.691 (meters)                     COMP
 DR8381  LAPLACE CORR    -         -0.79  (seconds)                    DEFLEC18
 DR8381
 DR8381  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR8381  Standards:
 DR8381         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR8381            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR8381  -------------------------------------------------------------------
 DR8381  NETWORK    0.49   1.02           0.21   0.19   0.52     -0.06714137
 DR8381  -------------------------------------------------------------------
 DR8381  Click here for local accuracies and other accuracy information.
 DR8381
 DR8381.The horizontal coordinates were established by GPS observations
 DR8381.and adjusted by the ARKANSAS DEPT OF TRANS in March 2021.
 DR8381
 DR8381.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR8381.been affixed to the stable North American tectonic plate. See 
 DR8381.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR8381
 DR8381.The horizontal coordinates are valid at the epoch date displayed above
 DR8381.which is a decimal equivalence of Year/Month/Day.
 DR8381
 DR8381.The orthometric height was determined by GPS observations and a
 DR8381.high-resolution geoid model using precise GPS observation and
 DR8381.processing techniques.
 DR8381
 DR8381.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8381.GEOID18 height accuracy estimate available here.
 DR8381
 DR8381.Click photographs - Photos may exist for this station.
 DR8381
 DR8381.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR8381
 DR8381.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR8381
 DR8381.The ellipsoidal height was determined by GPS observations
 DR8381.and is referenced to NAD 83.
 DR8381
 DR8381. The following values were computed from the NAD 83(2011) position.
 DR8381
 DR8381;                    North         East     Units Scale Factor Converg.
 DR8381;SPC AR S     -   607,514.330   440,854.614   MT  0.99995681   +0 14 56.7
 DR8381;SPC AR S     - 1,993,153.26  1,446,370.51   sFT  0.99995681   +0 14 56.7
 DR8381;UTM  15      - 3,822,627.215   632,608.105   MT  0.99981675   +0 49 09.8
 DR8381
 DR8381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR8381!SPC AR S     -   0.99999246  x   0.99995681  =   0.99994927
 DR8381!UTM  15      -   0.99999246  x   0.99981675  =   0.99980921
 DR8381
 DR8381_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU3260822627(NAD 83)
 DR8381
 DR8381                          SUPERSEDED SURVEY CONTROL
 DR8381
 DR8381.No superseded survey control is available for this station.
 DR8381
 DR8381_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DR8381_SETTING: 0 = UNSPECIFIED SETTING
 DR8381_STAMPING: ARST 2020
 DR8381_MARK LOGO: ARHD
 DR8381_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR8381_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR8381_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR8381+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2020
 DR8381
 DR8381  HISTORY     - Date     Condition        Report By
 DR8381  HISTORY     - 20200715 MONUMENTED       ARHD
 DR8381
 DR8381                          STATION DESCRIPTION
 DR8381
 DR8381'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2020 (JAW)
 DR8381'THE STATION IS LOCATED ABOUT 7.9 MI (12.7 KM) SOUTH-SOUTHEAST OF
 DR8381'SLOVAK, 6.0 MI (9.7 KM) WEST-SOUTHWEST OF ULM AND 2.5 MI (4.1 KM)
 DR8381'NORTH OF STUTTGART.
 DR8381'
 DR8381'TO REACH FROM THE INTERSECTION OF US HIGHWAY 63 AND US HIGHWAY 165, GO
 DR8381'EAST ON STATE HIGHWAY POND ROAD FOR 0.12 MI (0.19 KM), TURN RIGHT AT
 DR8381'THE ARDOT SHOPS AND HEAD SOUTH FOR 315 FT (96.0 M) TO THE MARK ON THE
 DR8381'RIGHT.
 DR8381'
 DR8381'THE STATION IS A CORS AT THE SOUTH WEST CORNER OF THE ARDOT SHOP
 DR8381'BUILDING 46 FT (14.0 M) EAST OF A CHAIN LINK FENCE, 35 FT (10.7 M)
 DR8381'NORTH OF THE NORTHWEST CORNER OF A WASH BAY BUILDING MOUNTED ON TOP OF
 DR8381'A METAL PIPE FILLED WITH CONCRETE ON TOP OF A LIGHT BASE SITTING ABOVE
 DR8381'THE ARDOT BUILDING.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL1337 ***********************************************************************
 DL1337  DESIGNATION -  ARTESIAN
 DL1337  PID         -  DL1337
 DL1337  STATE/COUNTY-  AR/CALHOUN
 DL1337  COUNTRY     -  US
 DL1337  USGS QUAD   -  ARTESIAN (2017)
 DL1337
 DL1337                         *CURRENT SURVEY CONTROL
 DL1337  ______________________________________________________________________
 DL1337* NAD 83(1997) POSITION- 33 26 12.73658(N) 092 27 19.74785(W)   ADJUSTED
 DL1337* NAVD 88 ORTHO HEIGHT -    41.    (meters)      135.    (feet) SCALED
 DL1337  ______________________________________________________________________
 DL1337  GEOID HEIGHT    -        -26.198 (meters)                     GEOID18
 DL1337  LAPLACE CORR    -          0.73  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1337.GEOID18 height accuracy estimate available here.
 DL1337
 DL1337.Click photographs - Photos may exist for this station.
 DL1337
 DL1337.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1337
 DL1337. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS5061499852(NAD 83)
 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(1993)-  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
 DL1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1337.See file dsdata.pdf to determine how the superseded data were derived.
 DL1337
 DL1337_MARKER: DS = TRIANGULATION STATION DISK
 DL1337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1337_STAMPING: ARTESIAN 1952
 DL1337_MARK LOGO: CGS
 DL1337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1337+STABILITY: SURFACE MOTION
 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 DEPARTMENT OF TRANSPORTATION 2005 (WDA)
 DL1337'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DS3548 ***********************************************************************
 DS3548  DESIGNATION -  ARTX BASE ARP
 DS3548  PID         -  DS3548
 DS3548  STATE/COUNTY-  AR/MILLER
 DS3548  COUNTRY     -  US
 DS3548  USGS QUAD   -  FOUKE (2017)
 DS3548
 DS3548                         *CURRENT SURVEY CONTROL
 DS3548  ______________________________________________________________________
 DS3548* NAD 83(2011) POSITION- 33 22 24.93504(N) 093 59 48.49327(W)   ADJUSTED
 DS3548* NAD 83(2011) ELLIP HT-    82.186 (meters)        (02/11/26)   ADJUSTED
 DS3548* NAD 83(2011) EPOCH   -  2010.00
 DS3548* NAVD 88 ORTHO HEIGHT -   109.006 (meters)      357.63  (feet) ADJUSTED
 DS3548  ______________________________________________________________________
 DS3548  GEOID HEIGHT    -        -26.855 (meters)                     GEOID18
 DS3548  NAD 83(2011) X  -   -371,635.276 (meters)                     COMP
 DS3548  NAD 83(2011) Y  - -5,318,896.096 (meters)                     COMP
 DS3548  NAD 83(2011) Z  -  3,488,679.827 (meters)                     COMP
 DS3548  LAPLACE CORR    -          0.50  (seconds)                    DEFLEC18
 DS3548  DYNAMIC HEIGHT  -        108.890 (meters)      357.25  (feet) COMP
 DS3548  MODELED GRAVITY -    979,567.5   (mgal)                       NAVD 88
 DS3548
 DS3548  VERT ORDER      -  FIRST     CLASS II
 DS3548
 DS3548  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3548  Standards:
 DS3548         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3548            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3548  -------------------------------------------------------------------
 DS3548  NETWORK    0.37   0.80           0.16   0.14   0.41      0.00135253
 DS3548  -------------------------------------------------------------------
 DS3548  Click here for local accuracies and other accuracy information.
 DS3548
 DS3548.The horizontal coordinates were established by GPS observations
 DS3548.and adjusted by the ARKANSAS DEPT OF TRANS in February 2026.
 DS3548
 DS3548.Refers to NAD 83 (2011) epoch 2010.00 coordinates where the reference 
 DS3548.frame has been affixed to the stable North American tectonic plate 
 DS3548
 DS3548.The horizontal coordinates are valid at the epoch date displayed above
 DS3548.which is a decimal equivalence of Year/Month/Day.
 DS3548
 DS3548.The orthometric height was determined by differential leveling and
 DS3548.adjusted by the NATIONAL GEODETIC SURVEY
 DS3548.in January 2026.
 DS3548
 DS3548.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3548.GEOID18 height accuracy estimate available here.
 DS3548
 DS3548.Click photographs - Photos may exist for this station.
 DS3548
 DS3548.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3548
 DS3548.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3548
 DS3548.The ellipsoidal height was determined by GPS observations
 DS3548.and is referenced to NAD 83.
 DS3548
 DS3548.The dynamic height is computed by dividing the NAVD 88
 DS3548.geopotential number by the normal gravity value computed on the
 DS3548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS3548.degrees latitude (g = 980.6199 gals.).
 DS3548
 DS3548.The modeled gravity was interpolated from observed gravity values.
 DS3548
 DS3548. The following values were computed from the NAD 83(2011) position.
 DS3548
 DS3548;                    North         East     Units Scale Factor Converg.
 DS3548;SPC AR S     -   480,219.982   214,197.353   MT  0.99998450   -1 07 03.3
 DS3548;SPC AR S     - 1,575,521.72    702,745.82   sFT  0.99998450   -1 07 03.3
 DS3548;UTM  15      - 3,693,148.479   407,275.307   MT  0.99970600   -0 32 54.2
 DS3548
 DS3548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3548!SPC AR S     -   0.99998710  x   0.99998450  =   0.99997160
 DS3548!UTM  15      -   0.99998710  x   0.99970600  =   0.99969310
 DS3548
 DS3548_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS0727593148(NAD 83)
 DS3548
 DS3548                          SUPERSEDED SURVEY CONTROL
 DS3548
 DS3548.No superseded survey control is available for this station.
 DS3548
 DS3548_MARKER: Z = SEE DESCRIPTION
 DS3548_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DS3548+WITH SETTING: PAVEMENT
 DS3548_SP_SET: ANTENNA REFERENCE POINT
 DS3548_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS3548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS3548+STABILITY: SURFACE MOTION
 DS3548_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3548+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2025
 DS3548
 DS3548  HISTORY     - Date     Condition        Report By
 DS3548  HISTORY     - 20250520 MONUMENTED       ARHD
 DS3548  HISTORY     - 20250512 GOOD             ARHD
 DS3548
 DS3548                          STATION DESCRIPTION
 DS3548
 DS3548'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2025 (JDH)
 DS3548'THE MARK IS LOCATED ABOUT 10.1 MI (16.3 KM) NORTHWEST OF FOUKE, 7.7 MI
 DS3548'(12.4 KM) SOUTH-SOUTHWEST OF MANDEVILLE AND 5.2 MI (8.4 KM)
 DS3548'SOUTH-SOUTHEAST OF TEXARKANA.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DS3548'
 DS3548'TO REACH FROM THE INTERSECTION OF US I-49 AND US HIGHWAY 71, HEAD EAST
 DS3548'ALONG HIGHWAY 71 FOR 1.30 MI (2.09 KM) TO STATE HIGHWAY 23.  TURN
 DS3548'RIGHT AND GO SOUTH ALONG HIGHWAY 237 FOR 0.70 MI (1.13 KM) TO THE
 DS3548'ARDOT MAINTENANCE SHOP TO THE STATION ON THE RIGHT, A BASE ARP SET ON
 DS3548'AN ANTENNA TOWER.
 DS3548'
 DS3548'IT IS 29 FT (8.8 M) NORTHWEST OF THE NORTHEAST CORNER OF THE
 DS3548'MAINTENANCE SHOP, 20 FT (6.1 M) NORTH OF THE CORNER OF THE CHAIN LINK
 DS3548'FENCE AND 15 FT (4.6 M) NORTHEAST OF THE BENCH MARK W 363.
 DS3548
 DS3548                          STATION RECOVERY (2025)
 DS3548
 DS3548'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2025 (JDH)
 DS3548'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1695 ***********************************************************************
 FG1695  DESIGNATION -  ARVA
 FG1695  PID         -  FG1695
 FG1695  STATE/COUNTY-  AR/FAULKNER
 FG1695  COUNTRY     -  US
 FG1695  USGS QUAD   -  VILONIA (2017)
 FG1695
 FG1695                         *CURRENT SURVEY CONTROL
 FG1695  ______________________________________________________________________
 FG1695* NAD 83(1997) POSITION- 35 03 54.03352(N) 092 14 55.27775(W)   ADJUSTED
 FG1695* NAVD 88 ORTHO HEIGHT -   174.    (meters)      571.    (feet) SCALED
 FG1695  ______________________________________________________________________
 FG1695  GEOID HEIGHT    -        -27.617 (meters)                     GEOID18
 FG1695  LAPLACE CORR    -          2.07  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1695.GEOID18 height accuracy estimate available here.
 FG1695
 FG1695.Click photographs - Photos may exist for this station.
 FG1695
 FG1695.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1695
 FG1695. The following values were computed from the NAD 83(1997) position.
 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     -   0.99997703  x   0.99997672  =   0.99995375
 FG1695!SPC AR S     -   0.99997703  x   1.00008018  =   1.00005720
 FG1695!UTM  15      -   0.99997703  x   0.99965784  =   0.99963487
 FG1695
 FG1695:                Primary Azimuth Mark                     Grid Az
 FG1695:SPC AR N     -  ARVA AZ MK                               295 27 40.8
 FG1695:SPC AR S     -  ARVA AZ MK                               295 27 20.9
 FG1695:UTM  15      -  ARVA AZ MK                               294 53 05.9
 FG1695
 FG1695_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6850480510(NAD 83)
 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
 FG1695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1695.See file dsdata.pdf to determine how the superseded data were derived.
 FG1695
 FG1695_MARKER: DS = TRIANGULATION STATION DISK
 FG1695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1695_STAMPING: ARVA 1940
 FG1695_MARK LOGO: CGS
 FG1695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1695+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DS1904 ***********************************************************************
 DS1904  DESIGNATION -  ARWD BASE ARP
 DS1904  PID         -  DS1904
 DS1904  STATE/COUNTY-  AR/SCOTT
 DS1904  COUNTRY     -  US
 DS1904  USGS QUAD   -  WALDRON (2017)
 DS1904
 DS1904                         *CURRENT SURVEY CONTROL
 DS1904  ______________________________________________________________________
 DS1904* NAD 83(2011) POSITION- 34 53 04.35931(N) 094 05 06.99338(W)   ADJUSTED
 DS1904* NAD 83(2011) ELLIP HT-   201.148 (meters)        (09/10/24)   ADJUSTED
 DS1904* NAD 83(2011) EPOCH   -  2010.00
 DS1904* NAVD 88 ORTHO HEIGHT -   231.816 (meters)      760.55  (feet) ADJUSTED
 DS1904  ______________________________________________________________________
 DS1904  GEOID HEIGHT    -        -30.632 (meters)                     GEOID18
 DS1904  NAD 83(2011) X  -   -373,155.836 (meters)                     COMP
 DS1904  NAD 83(2011) Y  - -5,224,619.054 (meters)                     COMP
 DS1904  NAD 83(2011) Z  -  3,627,482.361 (meters)                     COMP
 DS1904  LAPLACE CORR    -          3.51  (seconds)                    DEFLEC18
 DS1904  DYNAMIC HEIGHT  -        231.575 (meters)      759.76  (feet) COMP
 DS1904  MODELED GRAVITY -    979,589.9   (mgal)                       NAVD 88
 DS1904
 DS1904  VERT ORDER      -  FIRST     CLASS II
 DS1904
 DS1904  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS1904  Standards:
 DS1904         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS1904            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS1904  -------------------------------------------------------------------
 DS1904  NETWORK    0.41   0.82           0.13   0.19   0.42     -0.00160576
 DS1904  -------------------------------------------------------------------
 DS1904  Click here for local accuracies and other accuracy information.
 DS1904
 DS1904.The horizontal coordinates were established by GPS observations
 DS1904.and adjusted by the NONE DEFINED in September 2024.
 DS1904
 DS1904.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS1904.been affixed to the stable North American tectonic plate. See 
 DS1904.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS1904
 DS1904.The horizontal coordinates are valid at the epoch date displayed above
 DS1904.which is a decimal equivalence of Year/Month/Day.
 DS1904
 DS1904.The orthometric height was determined by differential leveling and
 DS1904.adjusted by the NATIONAL GEODETIC SURVEY
 DS1904.in August 2024.
 DS1904
 DS1904.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS1904.GEOID18 height accuracy estimate available here.
 DS1904
 DS1904.Click photographs - Photos may exist for this station.
 DS1904
 DS1904.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS1904
 DS1904.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS1904
 DS1904.The ellipsoidal height was determined by GPS observations
 DS1904.and is referenced to NAD 83.
 DS1904
 DS1904.The dynamic height is computed by dividing the NAVD 88
 DS1904.geopotential number by the normal gravity value computed on the
 DS1904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS1904.degrees latitude (g = 980.6199 gals.).
 DS1904
 DS1904.The modeled gravity was interpolated from observed gravity values.
 DS1904
 DS1904. The following values were computed from the NAD 83(2011) position.
 DS1904
 DS1904;                    North         East     Units Scale Factor Converg.
 DS1904;SPC AR N     -    63,171.341   209,384.331   MT  1.00000995   -1 12 48.3
 DS1904;SPC AR N     -   207,254.64    686,955.09   sFT  1.00000995   -1 12 48.3
 DS1904;UTM  15      - 3,860,776.807   400,825.804   MT  0.99972122   -0 37 14.7
 DS1904
 DS1904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1904!SPC AR N     -   0.99996843  x   1.00000995  =   0.99997838
 DS1904!UTM  15      -   0.99996843  x   0.99972122  =   0.99968966
 DS1904
 DS1904_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU0082560776(NAD 83)
 DS1904
 DS1904                          SUPERSEDED SURVEY CONTROL
 DS1904
 DS1904.No superseded survey control is available for this station.
 DS1904
 DS1904_MARKER: Z = SEE DESCRIPTION
 DS1904_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DS1904+WITH SETTING: PAVEMENT
 DS1904_SP_SET: PILLAR
 DS1904_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS1904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS1904+STABILITY: SURFACE MOTION
 DS1904_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS1904+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2024
 DS1904
 DS1904  HISTORY     - Date     Condition        Report By
 DS1904  HISTORY     - 20240402 MONUMENTED       ARHD
 DS1904  HISTORY     - 20240327 GOOD             ARHD
 DS1904
 DS1904                          STATION DESCRIPTION
 DS1904
 DS1904'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (JDH)
 DS1904'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) NORTH-NORTHWEST OF BOLES,
 DS1904'6.6 MI (10.6 KM) SOUTHEAST OF HON AND 1.0 MI (1.6 KM) SOUTH-SOUTHEAST
 DS1904'OF WALDRON, OWNERSHIP--ROAD RIGHT-OF-WAY.
 DS1904'
 DS1904'TO REACH FROM THE INTERSECTION OF HIGHWAY 71B AND HIGHWAY 80, HEAD
 DS1904'SOUTH ON HIGHWAY 71B FOR 0.9 MI (1.4 KM) TO THE STATION ON THE RIGHT,
 DS1904'AT AN STATE HIGHWAY FACILITY, THE ARWD CORS, ON TOP A HIGH AND DEEP
 DS1904'WITH REBAR WITHIN A CONCRETE PILLAR WITH A DEEP CONCRETE SQUARE BASE.
 DS1904'
 DS1904'IT IS 85 FT (25.9 M) NORTH OF THE SOUTHWEST CORNER OF BUILDING 4-63-01
 DS1904'IN RE OFFICE YARD AND 19 FT (5.8 M) NORTHEAST OF SW FENCE CORNER.
 DS1904
 DS1904                          STATION RECOVERY (2024)
 DS1904
 DS1904'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (JDH)
 DS1904'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR7079 ***********************************************************************
 DR7079  DESIGNATION -  ARWM BASE ARP
 DR7079  PID         -  DR7079
 DR7079  STATE/COUNTY-  AR/CRITTENDEN
 DR7079  COUNTRY     -  US
 DR7079  USGS QUAD   -  WEST MEMPHIS (2017)
 DR7079
 DR7079                         *CURRENT SURVEY CONTROL
 DR7079  ______________________________________________________________________
 DR7079* NAD 83(2011) POSITION- 35 09 59.41492(N) 090 10 36.62444(W)   ADJUSTED
 DR7079* NAD 83(2011) ELLIP HT-    41.256 (meters)        (02/13/24)   ADJUSTED
 DR7079* NAD 83(2011) EPOCH   -  2010.00
 DR7079* NAVD 88 ORTHO HEIGHT -    68.553 (meters)      224.91  (feet) ADJUSTED
 DR7079  ______________________________________________________________________
 DR7079  GEOID HEIGHT    -        -27.315 (meters)                     GEOID18
 DR7079  NAD 83(2011) X  -    -16,110.720 (meters)                     COMP
 DR7079  NAD 83(2011) Y  - -5,219,818.445 (meters)                     COMP
 DR7079  NAD 83(2011) Z  -  3,653,006.893 (meters)                     COMP
 DR7079  LAPLACE CORR    -         -0.39  (seconds)                    DEFLEC18
 DR7079  DYNAMIC HEIGHT  -         68.491 (meters)      224.71  (feet) COMP
 DR7079  MODELED GRAVITY -    979,734.7   (mgal)                       NAVD 88
 DR7079
 DR7079  VERT ORDER      -  SECOND    CLASS I
 DR7079
 DR7079  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR7079  Standards:
 DR7079         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR7079            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR7079  -------------------------------------------------------------------
 DR7079  NETWORK    0.29   0.90           0.12   0.12   0.46     -0.00632972
 DR7079  -------------------------------------------------------------------
 DR7079  Click here for local accuracies and other accuracy information.
 DR7079
 DR7079.The horizontal coordinates were established by GPS observations
 DR7079.and adjusted by the ARKANSAS DEPT OF TRANS in February 2024.
 DR7079
 DR7079.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR7079.been affixed to the stable North American tectonic plate. See 
 DR7079.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR7079
 DR7079.The horizontal coordinates are valid at the epoch date displayed above
 DR7079.which is a decimal equivalence of Year/Month/Day.
 DR7079
 DR7079.The orthometric height was determined by differential leveling and
 DR7079.adjusted by the NATIONAL GEODETIC SURVEY
 DR7079.in January 2022.
 DR7079
 DR7079.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7079.GEOID18 height accuracy estimate available here.
 DR7079
 DR7079.Click photographs - Photos may exist for this station.
 DR7079
 DR7079.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR7079
 DR7079.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR7079
 DR7079.The ellipsoidal height was determined by GPS observations
 DR7079.and is referenced to NAD 83.
 DR7079
 DR7079.The dynamic height is computed by dividing the NAVD 88
 DR7079.geopotential number by the normal gravity value computed on the
 DR7079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7079.degrees latitude (g = 980.6199 gals.).
 DR7079
 DR7079.The modeled gravity was interpolated from observed gravity values.
 DR7079
 DR7079. The following values were computed from the NAD 83(2011) position.
 DR7079
 DR7079;                    North         East     Units Scale Factor Converg.
 DR7079;SPC AR N     -    93,970.864   566,079.341   MT  0.99996235   +1 03 39.2
 DR7079;SPC AR N     -   308,302.74  1,857,211.97   sFT  0.99996235   +1 03 39.2
 DR7079;UTM  15      - 3,895,158.321   757,130.374   MT  1.00041490   +1 37 36.9
 DR7079
 DR7079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR7079!SPC AR N     -   0.99999352  x   0.99996235  =   0.99995587
 DR7079!UTM  15      -   0.99999352  x   1.00041490  =   1.00040842
 DR7079
 DR7079_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU5713095158(NAD 83)
 DR7079
 DR7079                          SUPERSEDED SURVEY CONTROL
 DR7079
 DR7079.No superseded survey control is available for this station.
 DR7079
 DR7079_MARKER: Z = SEE DESCRIPTION
 DR7079_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DR7079+WITH SETTING: PAVEMENT
 DR7079_SP_SET: ANTENNA REFERENCE POINT
 DR7079_MARK LOGO: ARHD
 DR7079_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DR7079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR7079+STABILITY: SURFACE MOTION
 DR7079_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7079+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2023
 DR7079
 DR7079  HISTORY     - Date     Condition        Report By
 DR7079  HISTORY     - 20210630 MONUMENTED       ARHD
 DR7079  HISTORY     - 20231127 GOOD             ARHD
 DR7079
 DR7079                          STATION DESCRIPTION
 DR7079
 DR7079'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2021 (JDH)
 DR7079'THE MARK IS LOCATED ABOUT 8.7 MI (14.0 KM) SOUTH-SOUTHEAST OF JERICHO,
 DR7079'8.6 MI (13.8 KM) EAST-NORTHEAST OF EDMONDSON AND 1.4 MI (2.3 KM)
 DR7079'NORTH-NORTHEAST OF WEST MEMPHIS.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7079'
 DR7079'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 77 AND STATE HIGHWAY
 DR7079'191, GO SOUTH ALONG HIGHWAY 191 FOR 0.92 MI (1.48 KM) TO THE STATION
 DR7079'ON THE RIGHT, AN ANTENNA REFERENCE STATION.
 DR7079'
 DR7079'IT IS 87 FT (26.5 M) WEST OF THE SOUTHWEST CORNER OF THE HIGHWAY
 DR7079'POLICE BUILDING, 53 FT (16.2 M) SOUTHWEST OF A HEADWALL AND 51 FT
 DR7079'(15.5 M) WEST OF BENCH MARK B 356.
 DR7079
 DR7079                          STATION RECOVERY (2023)
 DR7079
 DR7079'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2023 (JDH)
 DR7079'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0641 ***********************************************************************
 DL0641  DESIGNATION -  AS
 DL0641  PID         -  DL0641
 DL0641  STATE/COUNTY-  AR/COLUMBIA
 DL0641  COUNTRY     -  US
 DL0641  USGS QUAD   -  CALHOUN (2017)
 DL0641
 DL0641                         *CURRENT SURVEY CONTROL
 DL0641  ______________________________________________________________________
 DL0641* NAD 83(1986) POSITION- 33 12 42.     (N) 093 13 39.     (W)   SCALED
 DL0641* NAVD 88 ORTHO HEIGHT -    92.234 (meters)      302.60  (feet) ADJUSTED
 DL0641  ______________________________________________________________________
 DL0641  GEOID HEIGHT    -        -26.380 (meters)                     GEOID18
 DL0641  DYNAMIC HEIGHT  -         92.135 (meters)      302.28  (feet) COMP
 DL0641  MODELED GRAVITY -    979,557.4   (mgal)                       NAVD 88
 DL0641
 DL0641  VERT ORDER      -  SECOND    CLASS 0
 DL0641
 DL0641.The horizontal coordinates were scaled from a map and have
 DL0641.an estimated accuracy of +/- 6 seconds.
 DL0641
 DL0641.The orthometric height was determined by differential leveling and
 DL0641.adjusted by the NATIONAL GEODETIC SURVEY
 DL0641.in June 1991.
 DL0641
 DL0641.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0641.GEOID18 height accuracy estimate available here.
 DL0641
 DL0641.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS787747(NAD 83)
 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
 DL0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0641.See file dsdata.pdf to determine how the superseded data were derived.
 DL0641
 DL0641_MARKER: N = NAIL
 DL0641_SETTING: 33 = WOODEN OBJECT (DRIVEN IN A PILE, POLE, TREE OR STUMP)
 DL0641_SP_SET: OAK TREE
 DL0641_STAMPING: AS
 DL0641_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0641
 DL0641  HISTORY     - Date     Condition        Report By
 DL0641  HISTORY     - 1960     MONUMENTED       CGS
 DL0641
 DL0641                          STATION DESCRIPTION
 DL0641
 DL0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0880 ***********************************************************************
 GE0880  DESIGNATION -  ASH
 GE0880  PID         -  GE0880
 GE0880  STATE/COUNTY-  AR/SHARP
 GE0880  COUNTRY     -  US
 GE0880  USGS QUAD   -  ASH FLAT (2017)
 GE0880
 GE0880                         *CURRENT SURVEY CONTROL
 GE0880  ______________________________________________________________________
 GE0880* NAD 83(1997) POSITION- 36 10 23.13731(N) 091 36 58.83195(W)   ADJUSTED
 GE0880* NAVD 88 ORTHO HEIGHT -   266.    (meters)      873.    (feet) SCALED
 GE0880  ______________________________________________________________________
 GE0880  GEOID HEIGHT    -        -28.109 (meters)                     GEOID18
 GE0880  LAPLACE CORR    -         -1.72  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0880.GEOID18 height accuracy estimate available here.
 GE0880
 GE0880.Click photographs - Photos may exist for this station.
 GE0880
 GE0880.The Laplace correction was computed from DEFLEC18 derived deflections.
 GE0880
 GE0880. The following values were computed from the NAD 83(1997) position.
 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  =   0.99975345
 GE0880
 GE0880:                Primary Azimuth Mark                     Grid Az
 GE0880:SPC AR N     -  ASH AZ MK                                202 39 10.9
 GE0880:UTM  15      -  ASH AZ MK                                202 03 34.2
 GE0880
 GE0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA2443604034(NAD 83)
 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
 GE0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0880.See file dsdata.pdf to determine how the superseded data were derived.
 GE0880
 GE0880_MARKER: DS = TRIANGULATION STATION DISK
 GE0880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0880_STAMPING: ASH 1934
 GE0880_MARK LOGO: CGS
 GE0880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0880+STABILITY: SURFACE MOTION
 GE0880
 GE0880  HISTORY     - Date     Condition        Report By
 GE0880  HISTORY     - 1934     MONUMENTED       CGS
 GE0880  HISTORY     - 1953     GOOD             CGS
 GE0880  HISTORY     - 1961     GOOD             USGS
 GE0880  HISTORY     - 20160809 POOR             ARHD
 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.
 GE0880
 GE0880                          STATION RECOVERY (2016)
 GE0880
 GE0880'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (VJB)
 GE0880'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DM0027 ***********************************************************************
 DM0027  DESIGNATION -  ASHDOWN NW BASE
 DM0027  PID         -  DM0027
 DM0027  STATE/COUNTY-  AR/LITTLE RIVER
 DM0027  COUNTRY     -  US
 DM0027  USGS QUAD   -  ASHDOWN WEST (2017)
 DM0027
 DM0027                         *CURRENT SURVEY CONTROL
 DM0027  ______________________________________________________________________
 DM0027* NAD 83(1997) POSITION- 33 41 17.42556(N) 094 08 44.51450(W)   ADJUSTED
 DM0027* NAVD 88 ORTHO HEIGHT -   100.268 (meters)      328.96  (feet) ADJUSTED
 DM0027  ______________________________________________________________________
 DM0027  GEOID HEIGHT    -        -27.077 (meters)                     GEOID18
 DM0027  LAPLACE CORR    -         -0.17  (seconds)                    DEFLEC18
 DM0027  DYNAMIC HEIGHT  -        100.165 (meters)      328.62  (feet) COMP
 DM0027  MODELED GRAVITY -    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 and
 DM0027.adjusted by the NATIONAL GEODETIC SURVEY
 DM0027.in June 1991.
 DM0027
 DM0027.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM0027.GEOID18 height accuracy estimate available here.
 DM0027
 DM0027.Click photographs - Photos may exist for this station.
 DM0027
 DM0027.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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     -  ASHDOWN SE BASE                          141 33 28.3
 DM0027:SPC TXNC     -  ASHDOWN SE BASE                          137 58 55.7
 DM0027:UTM  15      -  ASHDOWN SE BASE                          140 59 33.0
 DM0027
 DM0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT9380928171(NAD 83)
 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(1993)-  33 41 17.43025(N)    094 08 44.51033(W) AD(       ) 1
 DM0027  NAD 83(1993)-  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  NGVD 29             100.26   (m)          328.9    (f) LEVELING    3  
 DM0027
 DM0027.Superseded values are not recommended for survey control.
 DM0027
 DM0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0027.See file dsdata.pdf to determine how the superseded data were derived.
 DM0027
 DM0027_MARKER: DS = TRIANGULATION STATION DISK
 DM0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 SUITABLE FOR
 DM0027+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2017
 DM0027
 DM0027  HISTORY     - Date     Condition        Report By
 DM0027  HISTORY     - 1930     MONUMENTED       CGS
 DM0027  HISTORY     - 1932     GOOD             CGS
 DM0027  HISTORY     - 1938     GOOD             TSI
 DM0027  HISTORY     - 1951     GOOD             CGS
 DM0027  HISTORY     - 1962     GOOD             CGS
 DM0027  HISTORY     - 1962     GOOD             CGS
 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  HISTORY     - 20170601 GOOD             ARHD
 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 COAST AND 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 COAST AND 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.
 DM0027
 DM0027                          STATION RECOVERY (2017)
 DM0027
 DM0027'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2017 (BAB)
 DM0027'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DM1084 ***********************************************************************
 DM1084  DESIGNATION -  ASHDOWN NW BASE RM 4
 DM1084  PID         -  DM1084
 DM1084  STATE/COUNTY-  AR/LITTLE RIVER
 DM1084  COUNTRY     -  US
 DM1084  USGS QUAD   -  ASHDOWN WEST (2017)
 DM1084
 DM1084                         *CURRENT SURVEY CONTROL
 DM1084  ______________________________________________________________________
 DM1084* NAD 83(1986) POSITION- 33 41 22.71   (N) 094 08 45.89   (W)   HD_HELD1
 DM1084* NAVD 88 ORTHO HEIGHT -    99.926 (meters)      327.84  (feet) ADJUSTED
 DM1084  ______________________________________________________________________
 DM1084  GEOID HEIGHT    -        -27.078 (meters)                     GEOID18
 DM1084  DYNAMIC HEIGHT  -         99.822 (meters)      327.50  (feet) COMP
 DM1084  MODELED GRAVITY -    979,600.3   (mgal)                       NAVD 88
 DM1084
 DM1084  VERT ORDER      -  FIRST     CLASS II
 DM1084
 DM1084.The horizontal coordinates were determined by differentially corrected
 DM1084.hand held GPS observations or other comparable positioning techniques
 DM1084.and have an estimated accuracy of +/- 3 meters.
 DM1084
 DM1084.The orthometric height was determined by differential leveling and
 DM1084.adjusted by the NATIONAL GEODETIC SURVEY
 DM1084.in June 1991.
 DM1084
 DM1084.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1084.GEOID18 height accuracy estimate available here.
 DM1084
 DM1084.Click photographs - Photos may exist for this station.
 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     -   515,546.1     201,043.9     MT  (+/- 3 meters HH1 GPS) 
 DM1084
 DM1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT9377528334(NAD 83)
 DM1084
 DM1084                          SUPERSEDED SURVEY CONTROL
 DM1084
 DM1084.No superseded survey control is available for this station.
 DM1084
 DM1084_MARKER: DR = REFERENCE MARK DISK
 DM1084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = MARCH 20, 2026 22:17:28 EDT
 DM1085 ***********************************************************************
 DM1085  DESIGNATION -  ASHDOWN NW BASE RM 2
 DM1085  PID         -  DM1085
 DM1085  STATE/COUNTY-  AR/LITTLE RIVER
 DM1085  COUNTRY     -  US
 DM1085  USGS QUAD   -  ASHDOWN WEST (2017)
 DM1085
 DM1085                         *CURRENT SURVEY CONTROL
 DM1085  ______________________________________________________________________
 DM1085* NAD 83(1986) POSITION- 33 41 11.39   (N) 094 08 41.67   (W)   HD_HELD1
 DM1085* NAVD 88 ORTHO HEIGHT -   100.424 (meters)      329.47  (feet) ADJUSTED
 DM1085  ______________________________________________________________________
 DM1085  GEOID HEIGHT    -        -27.075 (meters)                     GEOID18
 DM1085  DYNAMIC HEIGHT  -        100.320 (meters)      329.13  (feet) COMP
 DM1085  MODELED GRAVITY -    979,600.3   (mgal)                       NAVD 88
 DM1085
 DM1085  VERT ORDER      -  FIRST     CLASS II
 DM1085
 DM1085.The horizontal coordinates were determined by differentially corrected
 DM1085.hand held GPS observations or other comparable positioning techniques
 DM1085.and have an estimated accuracy of +/- 3 meters.
 DM1085
 DM1085.The orthometric height was determined by differential leveling and
 DM1085.adjusted by the NATIONAL GEODETIC SURVEY
 DM1085.in June 1991.
 DM1085
 DM1085.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1085.GEOID18 height accuracy estimate available here.
 DM1085
 DM1085.Click photographs - Photos may exist for this station.
 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     -   515,195.1     201,145.2     MT  (+/- 3 meters HH1 GPS) 
 DM1085
 DM1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT9388027984(NAD 83)
 DM1085
 DM1085                          SUPERSEDED SURVEY CONTROL
 DM1085
 DM1085.No superseded survey control is available for this station.
 DM1085
 DM1085_MARKER: DR = REFERENCE MARK DISK
 DM1085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = MARCH 20, 2026 22:17:28 EDT
 DM0097 ***********************************************************************
 DM0097  DESIGNATION -  ASHDOWN SE BASE
 DM0097  PID         -  DM0097
 DM0097  STATE/COUNTY-  AR/LITTLE RIVER
 DM0097  COUNTRY     -  US
 DM0097  USGS QUAD   -  OGDEN (2017)
 DM0097
 DM0097                         *CURRENT SURVEY CONTROL
 DM0097  ______________________________________________________________________
 DM0097* NAD 83(1997) POSITION- 33 35 09.08888(N) 094 02 40.02652(W)   ADJUSTED
 DM0097* NAVD 88 ORTHO HEIGHT -    95.37  (+/-2cm)      312.9   (feet) VERTCON3
 DM0097  ______________________________________________________________________
 DM0097  GEOID HEIGHT    -        -27.037 (meters)                     GEOID18
 DM0097  LAPLACE CORR    -         -0.07  (seconds)                    DEFLEC18
 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
 DM0097.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM0097.GEOID18 height accuracy estimate available here.
 DM0097
 DM0097.The vertical order pertains to the NGVD 29 superseded value.
 DM0097
 DM0097.Click photographs - Photos may exist for this station.
 DM0097
 DM0097.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM0097
 DM0097. The following values were computed from the NAD 83(1997) position.
 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  =   0.99970509
 DM0097
 DM0097:                Primary Azimuth Mark                     Grid Az
 DM0097:SPC AR S     -  ASHDOWN SE BASE AZ MK                    344 20 58.1
 DM0097:SPC TXNC     -  ASHDOWN SE BASE AZ MK                    340 46 30.7
 DM0097:UTM  15      -  ASHDOWN SE BASE AZ MK                    343 46 59.0
 DM0097
 DM0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT0307916726(NAD 83)
 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(1993)-  33 35 09.09374(N)    094 02 40.02231(W) AD(       ) 1
 DM0097  NAD 83(1993)-  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  NGVD 29              95.38   (m)          312.9    (f) LEVELING    3  
 DM0097
 DM0097.Superseded values are not recommended for survey control.
 DM0097
 DM0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0097.See file dsdata.pdf to determine how the superseded data were derived.
 DM0097
 DM0097_MARKER: DS = TRIANGULATION STATION DISK
 DM0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0097_STAMPING: ASHDOWN SEB 1930
 DM0097_MARK LOGO: CGS
 DM0097_PROJECTION: FLUSH
 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   CGS
 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 COAST AND GEODETIC SURVEY 1965
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0147 ***********************************************************************
 EJ0147  DESIGNATION -  ATE
 EJ0147  PID         -  EJ0147
 EJ0147  STATE/COUNTY-  AR/PULASKI
 EJ0147  COUNTRY     -  US
 EJ0147  USGS QUAD   -  LITTLE ROCK (2017)
 EJ0147
 EJ0147                         *CURRENT SURVEY CONTROL
 EJ0147  ______________________________________________________________________
 EJ0147* NAD 83(1986) POSITION- 34 41 11.     (N) 092 20 54.     (W)   SCALED
 EJ0147* NAVD 88 ORTHO HEIGHT -    91.428 (meters)      299.96  (feet) ADJUSTED
 EJ0147  ______________________________________________________________________
 EJ0147  GEOID HEIGHT    -        -26.516 (meters)                     GEOID18
 EJ0147  DYNAMIC HEIGHT  -         91.343 (meters)      299.68  (feet) COMP
 EJ0147  MODELED GRAVITY -    979,709.9   (mgal)                       NAVD 88
 EJ0147
 EJ0147  VERT ORDER      -  FIRST     CLASS II
 EJ0147
 EJ0147.The horizontal coordinates were scaled from a map and have
 EJ0147.an estimated accuracy of +/- 6 seconds.
 EJ0147
 EJ0147.The orthometric height was determined by differential leveling and
 EJ0147.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0147.in June 1991.
 EJ0147
 EJ0147.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0147.GEOID18 height accuracy estimate available here.
 EJ0147
 EJ0147.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU596384(NAD 83)
 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
 EJ0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0147.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0147
 EJ0147_MARKER: DD = SURVEY DISK
 EJ0147_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0147_STAMPING: ATE 1934
 EJ0147_MARK LOGO: CGS+SS
 EJ0147_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0147
 EJ0147  HISTORY     - Date     Condition        Report By
 EJ0147  HISTORY     - 1934     MONUMENTED       ARGS
 EJ0147  HISTORY     - 1935     GOOD             CGS
 EJ0147  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0147  HISTORY     - 19850401 MARK NOT FOUND   USGS
 EJ0147  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0147  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 EJ0147
 EJ0147                          STATION DESCRIPTION
 EJ0147
 EJ0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0147'3.2 MILES NORTHEAST OF MABELVALE ALONG M.P.R.R. FROM STATION SIGN
 EJ0147'BOARD, ABOUT 1225 FEET NORTH OF INTERSECTION OF GRAVEL ROAD CROSSING
 EJ0147'WITH RAILROAD, 900 FEET NORTH OF M.P. 352, 70 FEET NORTH OF TELEPHONE
 EJ0147'POLE NO. 290, 17.6 FEET EAST OF THE CENTERLINE OF THE EAST TRACK OF
 EJ0147'MISSOURI PACIFIC R.R.  A TABLET SET IN A PRECAST CONCRETE POST SET 1
 EJ0147'FT. ABOVE LEVEL OF THE 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'MARK NOT FOUND.
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1405 ***********************************************************************
 EJ1405  DESIGNATION -  ATHENS
 EJ1405  PID         -  EJ1405
 EJ1405  STATE/COUNTY-  AR/HOWARD
 EJ1405  COUNTRY     -  US
 EJ1405  USGS QUAD   -  ATHENS (2017)
 EJ1405
 EJ1405                         *CURRENT SURVEY CONTROL
 EJ1405  ______________________________________________________________________
 EJ1405* NAD 83(1986) POSITION- 34 18 53.     (N) 093 58 33.     (W)   SCALED
 EJ1405* NAVD 88 ORTHO HEIGHT -   293.972 (meters)      964.47  (feet) ADJUSTED
 EJ1405  ______________________________________________________________________
 EJ1405  GEOID HEIGHT    -        -28.180 (meters)                     GEOID18
 EJ1405  DYNAMIC HEIGHT  -        293.669 (meters)      963.48  (feet) COMP
 EJ1405  MODELED GRAVITY -    979,597.0   (mgal)                       NAVD 88
 EJ1405
 EJ1405  VERT ORDER      -  SECOND    CLASS 0
 EJ1405
 EJ1405.The horizontal coordinates were scaled from a map and have
 EJ1405.an estimated accuracy of +/- 6 seconds.
 EJ1405
 EJ1405.The orthometric height was determined by differential leveling and
 EJ1405.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1405.in June 1991.
 EJ1405
 EJ1405.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1405.GEOID18 height accuracy estimate available here.
 EJ1405
 EJ1405.Click photographs - Photos may exist for this station.
 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  Estimated Accuracy
 EJ1405;SPC AR S     -   584,550.      218,160.      MT  (+/- 180 meters Scaled)
 EJ1405
 EJ1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT102974(NAD 83)
 EJ1405
 EJ1405                          SUPERSEDED SURVEY CONTROL
 EJ1405
 EJ1405  NGVD 29 (??/??/92)  293.923  (m)          964.31   (f) ADJ UNCH    2 0
 EJ1405  NGVD 29             295.34   (m)          969.0    (f) LEVELING    3  
 EJ1405
 EJ1405.Superseded values are not recommended for survey control.
 EJ1405
 EJ1405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1405.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1405
 EJ1405_MARKER: Q = CHISELED SQUARE
 EJ1405_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EJ1405_SP_SET: CURB WELL
 EJ1405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1405+STABILITY: SURFACE MOTION
 EJ1405
 EJ1405  HISTORY     - Date     Condition        Report By
 EJ1405  HISTORY     - 1935     MONUMENTED       CGS
 EJ1405
 EJ1405                          STATION DESCRIPTION
 EJ1405
 EJ1405'DESCRIBED BY COAST AND 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.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR6266 ***********************************************************************
 DR6266  DESIGNATION -  ATHENS
 DR6266  PID         -  DR6266
 DR6266  STATE/COUNTY-  AR/HOWARD
 DR6266  COUNTRY     -  US
 DR6266  USGS QUAD   -  ATHENS (2017)
 DR6266
 DR6266                         *CURRENT SURVEY CONTROL
 DR6266  ______________________________________________________________________
 DR6266* NAD 83(1997) POSITION- 34 18 52.93725(N) 093 58 32.79715(W)   ADJUSTED
 DR6266  ______________________________________________________________________
 DR6266  GEOID HEIGHT    -        -28.180 (meters)                     GEOID18
 DR6266  LAPLACE CORR    -          2.41  (seconds)                    DEFLEC18
 DR6266  HORZ ORDER      -  THIRD
 DR6266
 DR6266.The horizontal coordinates were established by classical geodetic methods
 DR6266.and adjusted by the National Geodetic Survey in September 1999.
 DR6266
 DR6266.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6266.GEOID18 height accuracy estimate available here.
 DR6266
 DR6266.Click photographs - Photos may exist for this station.
 DR6266
 DR6266.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR6266
 DR6266. The following values were computed from the NAD 83(1997) position.
 DR6266
 DR6266;                    North         East     Units Scale Factor Converg.
 DR6266;SPC AR S     -   584,543.527   218,168.099   MT  0.99993039   -1 06 21.0
 DR6266;SPC AR S     - 1,917,789.89    715,773.17   sFT  0.99993039   -1 06 21.0
 DR6266;UTM  15      - 3,797,481.713   410,221.182   MT  0.99969935   -0 33 00.4
 DR6266
 DR6266:                Primary Azimuth Mark                     Grid Az
 DR6266:SPC AR S     -  ATHENS AZ MK                             092 10 36.1
 DR6266:UTM  15      -  ATHENS AZ MK                             091 37 15.5
 DR6266
 DR6266_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT1022197481(NAD 83)
 DR6266
 DR6266|---------------------------------------------------------------------|
 DR6266| PID    Reference Object                     Distance      Geod. Az  |
 DR6266|                                                           dddmmss.s |
 DR6266| CX4957 ATHENS RM 1                          19.383 METERS 01751     |
 DR6266| CX4956 ATHENS AZ MK                                       0910415.1 |
 DR6266| EJ1406 PTS 7                                61.635 METERS 27157     |
 DR6266|---------------------------------------------------------------------|
 DR6266
 DR6266                          SUPERSEDED SURVEY CONTROL
 DR6266
 DR6266  NAD 83(1993)-  34 18 52.94325(N)    093 58 32.79453(W) AD(       ) 3
 DR6266  NAD 83(1986)-  34 18 52.94552(N)    093 58 32.79012(W) AD(       ) 3
 DR6266  NAD 27      -  34 18 52.56110(N)    093 58 32.09250(W) AD(       ) 3
 DR6266
 DR6266.Superseded values are not recommended for survey control.
 DR6266
 DR6266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR6266.See file dsdata.pdf to determine how the superseded data were derived.
 DR6266
 DR6266_MARKER: DS = TRIANGULATION STATION DISK
 DR6266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR6266_STAMPING: ATHENS 1957
 DR6266_MARK LOGO: CGS
 DR6266_PROJECTION: FLUSH
 DR6266_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR6266+STABILITY: SURFACE MOTION
 DR6266
 DR6266  HISTORY     - Date     Condition        Report By
 DR6266  HISTORY     - 1957     MONUMENTED       CGS
 DR6266  HISTORY     - 1961     GOOD             CGS
 DR6266  HISTORY     - 1962     GOOD             CGS
 DR6266
 DR6266                          STATION DESCRIPTION
 DR6266
 DR6266'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RLE)
 DR6266'THE STATION IS LOCATED IN THE EAST EDGE OF THE VILLAGE OF
 DR6266'ATHENS, 30 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD,
 DR6266'2 FEET SOUTH OF A FENCE AND 2 FEET SOUTHEAST OF A WITNESS POST.
 DR6266'THE MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS
 DR6266'STAMPED ATHENS 1957.
 DR6266'
 DR6266'REFERENCE MARK NO. 1 IS 30 FEET NORTH OF THE CENTER OF A
 DR6266'GRAVELED ROAD AND 1 FOOT SOUTH OF A FENCE.  THE MARK IS SET
 DR6266'FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED ATHENS
 DR6266'NO 1 1957.
 DR6266'
 DR6266'REFERENCE MARK NO. 2 IS IN THE NORTH EDGE OF A FIELD AND
 DR6266'5 FEET SOUTH OF A FENCE.  THE MARK IS A STANDARD U.S. GEOLOGICAL
 DR6266'SURVEY BENCH MARK DISK RIVETED TO THE TOP OF A 4-INCH IRON
 DR6266'PIPE, PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND
 DR6266'AND IS STAMPED PRIM TRAV STA NO 7 1907 949 FT.
 DR6266'
 DR6266'AZIMUTH MARK IS 150 FEET NORTH OF THE CENTER OF A GRAVELED
 DR6266'ROAD, 69 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE
 DR6266'AND 11 FEET SOUTH OF THE CENTER OF A DRIVEWAY.  THE MARK
 DR6266'IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 DR6266'ATHENS 1957.
 DR6266'
 DR6266'TO REACH THE STATION FROM THE POST OFFICE IN ATHENS, GO
 DR6266'EASTERLY ON A GRAVELED ROAD FOR 0.1 MILE TO THE STATION
 DR6266'AS DESCRIBED.
 DR6266'
 DR6266'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EASTERLY ON
 DR6266'GRAVELED ROAD FOR 0.2 MILE TO THE AZIMUTH MARK AS DESCRIBED.
 DR6266'
 DR6266'HEIGHT OF LIGHT ABOVE STATION MARK 22.2 METERS.
 DR6266
 DR6266                          STATION RECOVERY (1961)
 DR6266
 DR6266'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 DR6266'RECOVERED IN GOOD CONDITION.
 DR6266
 DR6266                          STATION RECOVERY (1962)
 DR6266
 DR6266'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 DR6266'THE STATION MARK, R.M. NO. 1 AND THE AZIMUTH MARK RECOVERED
 DR6266'AS DESCRIBED AND FOUND IN GOOD CONDITION.  R.M. NO. 2 (PTS
 DR6266'7 U.S.G.S.) WAS NOT RECOVERED BUT THIS MARK MAY STILL BE
 DR6266'IN PLACE.  THE DESCRIBED LOCATION OF THIS MARK WAS A MASS
 DR6266'OF TANGLED BRIARS MAKING RECOVERY DIFFICULT AT THIS TIME.
 DR6266'
 DR6266'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE
 DR6266'FOR RECOVERY.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1761 ***********************************************************************
 FG1761  DESIGNATION -  ATKINS
 FG1761  PID         -  FG1761
 FG1761  STATE/COUNTY-  AR/POPE
 FG1761  COUNTRY     -  US
 FG1761  USGS QUAD   -  ATKINS (2017)
 FG1761
 FG1761                         *CURRENT SURVEY CONTROL
 FG1761  ______________________________________________________________________
 FG1761* NAD 83(1997) POSITION- 35 14 04.75012(N) 092 55 44.86617(W)   ADJUSTED
 FG1761* NAVD 88 ORTHO HEIGHT -   138.    (meters)      453.    (feet) SCALED
 FG1761  ______________________________________________________________________
 FG1761  GEOID HEIGHT    -        -28.838 (meters)                     GEOID18
 FG1761  LAPLACE CORR    -          1.68  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1761.GEOID18 height accuracy estimate available here.
 FG1761
 FG1761.Click photographs - Photos may exist for this station.
 FG1761
 FG1761.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1761
 FG1761. The following values were computed from the NAD 83(1997) position.
 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     -   0.99998287  x   0.99995444  =   0.99993731
 FG1761!UTM  15      -   0.99998287  x   0.99960051  =   0.99958339
 FG1761
 FG1761:                Primary Azimuth Mark                     Grid Az
 FG1761:SPC AR N     -  CROW                                     339 06 08.2
 FG1761:UTM  15      -  CROW                                     338 31 14.6
 FG1761
 FG1761_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU0644899067(NAD 83)
 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
 FG1761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1761.See file dsdata.pdf to determine how the superseded data were derived.
 FG1761
 FG1761_MARKER: DS = TRIANGULATION STATION DISK
 FG1761_SETTING: 80 = SET IN A BOULDER
 FG1761_STAMPING: ATKINS 1940
 FG1761_MARK LOGO: CGS
 FG1761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1761+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1760 ***********************************************************************
 FG1760  DESIGNATION -  ATKINS MUNICIPAL TANK
 FG1760  PID         -  FG1760
 FG1760  STATE/COUNTY-  AR/POPE
 FG1760  COUNTRY     -  US
 FG1760  USGS QUAD   -  ATKINS (2017)
 FG1760
 FG1760                         *CURRENT SURVEY CONTROL
 FG1760  ______________________________________________________________________
 FG1760* NAD 83(1997) POSITION- 35 14 04.73397(N) 092 55 45.40076(W)   ADJUSTED
 FG1760  ______________________________________________________________________
 FG1760  GEOID HEIGHT    -        -28.838 (meters)                     GEOID18
 FG1760  LAPLACE CORR    -          1.68  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1760.GEOID18 height accuracy estimate available here.
 FG1760
 FG1760.Click photographs - Photos may exist for this station.
 FG1760
 FG1760.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1760
 FG1760. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU0643599067(NAD 83)
 FG1760
 FG1760                          SUPERSEDED SURVEY CONTROL
 FG1760
 FG1760  NAD 83(1986)-  35 14 04.74790(N)    092 55 45.39608(W) AD(       ) 3
 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
 FG1760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1760.See file dsdata.pdf to determine how the superseded data were derived.
 FG1760
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0843 ***********************************************************************
 GE0843  DESIGNATION -  ATTICA
 GE0843  PID         -  GE0843
 GE0843  STATE/COUNTY-  AR/RANDOLPH
 GE0843  COUNTRY     -  US
 GE0843  USGS QUAD   -  RAVENDEN SPRINGS SE (2017)
 GE0843
 GE0843                         *CURRENT SURVEY CONTROL
 GE0843  ______________________________________________________________________
 GE0843* NAD 83(1997) POSITION- 36 20 23.81459(N) 091 02 40.42473(W)   ADJUSTED
 GE0843* NAVD 88 ORTHO HEIGHT -   152.    (meters)      499.    (feet) SCALED
 GE0843  ______________________________________________________________________
 GE0843  GEOID HEIGHT    -        -28.412 (meters)                     GEOID18
 GE0843  LAPLACE CORR    -          0.09  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0843.GEOID18 height accuracy estimate available here.
 GE0843
 GE0843.Click photographs - Photos may exist for this station.
 GE0843
 GE0843.The Laplace correction was computed from DEFLEC18 derived deflections.
 GE0843
 GE0843. The following values were computed from the NAD 83(1997) position.
 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  =   0.99996004
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA7548923429(NAD 83)
 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
 GE0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0843.See file dsdata.pdf to determine how the superseded data were derived.
 GE0843
 GE0843_MARKER: DS = TRIANGULATION STATION DISK
 GE0843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0843_STAMPING: ATTICA 1955
 GE0843_MARK LOGO: CGS
 GE0843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0843+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2878 ***********************************************************************
 EH2878  DESIGNATION -  AUBREY
 EH2878  PID         -  EH2878
 EH2878  STATE/COUNTY-  AR/LEE
 EH2878  COUNTRY     -  US
 EH2878  USGS QUAD   -  AUBREY (2017)
 EH2878
 EH2878                         *CURRENT SURVEY CONTROL
 EH2878  ______________________________________________________________________
 EH2878* NAD 83(1997) POSITION- 34 43 07.92813(N) 090 53 57.02168(W)   ADJUSTED
 EH2878* NAVD 88 ORTHO HEIGHT -    62.    (meters)      203.    (feet) SCALED
 EH2878  ______________________________________________________________________
 EH2878  GEOID HEIGHT    -        -26.763 (meters)                     GEOID18
 EH2878  LAPLACE CORR    -         -1.04  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2878.GEOID18 height accuracy estimate available here.
 EH2878
 EH2878.Click photographs - Photos may exist for this station.
 EH2878
 EH2878.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2878
 EH2878. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999447  x   0.99998969  =   0.99998416
 EH2878!UTM  15      -   0.99999447  x   1.00005615  =   1.00005062
 EH2878
 EH2878:                Primary Azimuth Mark                     Grid Az
 EH2878:SPC AR S     -  AUBREY AZ MK                             122 26 43.9
 EH2878:UTM  15      -  AUBREY AZ MK                             121 51 53.1
 EH2878
 EH2878_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU9237243876(NAD 83)
 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(1995)-  34 43 07.93264(N)    090 53 57.01974(W) AD(       ) 2
 EH2878  NAD 83(1993)-  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
 EH2878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2878.See file dsdata.pdf to determine how the superseded data were derived.
 EH2878
 EH2878_MARKER: DS = TRIANGULATION STATION DISK
 EH2878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2878_STAMPING: AUBREY 1965
 EH2878_MARK LOGO: CGS
 EH2878_PROJECTION: FLUSH
 EH2878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2878+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1830 ***********************************************************************
 FF1830  DESIGNATION -  AUGUSTA
 FF1830  PID         -  FF1830
 FF1830  STATE/COUNTY-  AR/WOODRUFF
 FF1830  COUNTRY     -  US
 FF1830  USGS QUAD   -  AUGUSTA (2017)
 FF1830
 FF1830                         *CURRENT SURVEY CONTROL
 FF1830  ______________________________________________________________________
 FF1830* NAD 83(1997) POSITION- 35 17 14.32116(N) 091 21 50.75113(W)   ADJUSTED
 FF1830* NAVD 88 ORTHO HEIGHT -    68.    (meters)      223.    (feet) SCALED
 FF1830  ______________________________________________________________________
 FF1830  GEOID HEIGHT    -        -27.400 (meters)                     GEOID18
 FF1830  LAPLACE CORR    -         -0.18  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1830.GEOID18 height accuracy estimate available here.
 FF1830
 FF1830.Click photographs - Photos may exist for this station.
 FF1830
 FF1830.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1830
 FF1830. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999362  x   0.99994929  =   0.99994291
 FF1830!UTM  15      -   0.99999362  x   0.99987273  =   0.99986635
 FF1830
 FF1830:                Primary Azimuth Mark                     Grid Az
 FF1830:SPC AR N     -  HEIGHT                                   277 09 42.5
 FF1830:UTM  15      -  HEIGHT                                   276 35 11.9
 FF1830
 FF1830_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV4876106132(NAD 83)
 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
 FF1830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1830.See file dsdata.pdf to determine how the superseded data were derived.
 FF1830
 FF1830_MARKER: DS = TRIANGULATION STATION DISK
 FF1830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1830_STAMPING: AUGUSTA 1954
 FF1830_MARK LOGO: CGS
 FF1830_PROJECTION: FLUSH
 FF1830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1830+STABILITY: SURFACE MOTION
 FF1830
 FF1830  HISTORY     - Date     Condition        Report By
 FF1830  HISTORY     - 1954     MONUMENTED       CGS
 FF1830  HISTORY     - 20140911 MARK NOT FOUND   ARHD
 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.
 FF1830
 FF1830                          STATION RECOVERY (2014)
 FF1830
 FF1830'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (BAB)
 FF1830'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1831 ***********************************************************************
 FF1831  DESIGNATION -  AUGUSTA EAST MUNICIPAL TANK
 FF1831  PID         -  FF1831
 FF1831  STATE/COUNTY-  AR/WOODRUFF
 FF1831  COUNTRY     -  US
 FF1831  USGS QUAD   -  AUGUSTA (2017)
 FF1831
 FF1831                         *CURRENT SURVEY CONTROL
 FF1831  ______________________________________________________________________
 FF1831* NAD 83(1997) POSITION- 35 17 01.20349(N) 091 21 43.00184(W)   ADJUSTED
 FF1831  ______________________________________________________________________
 FF1831  GEOID HEIGHT    -        -27.400 (meters)                     GEOID18
 FF1831  LAPLACE CORR    -         -0.15  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1831.GEOID18 height accuracy estimate available here.
 FF1831
 FF1831.Click photographs - Photos may exist for this station.
 FF1831
 FF1831.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1831
 FF1831. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV4896405731(NAD 83)
 FF1831
 FF1831                          SUPERSEDED SURVEY CONTROL
 FF1831
 FF1831  NAD 83(1986)-  35 17 01.21356(N)    091 21 43.00144(W) AD(       ) 3
 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
 FF1831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1831.See file dsdata.pdf to determine how the superseded data were derived.
 FF1831
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1829 ***********************************************************************
 FF1829  DESIGNATION -  AUGUSTA MAGNETIC
 FF1829  PID         -  FF1829
 FF1829  STATE/COUNTY-  AR/WOODRUFF
 FF1829  COUNTRY     -  US
 FF1829  USGS QUAD   -  AUGUSTA (2017)
 FF1829
 FF1829                         *CURRENT SURVEY CONTROL
 FF1829  ______________________________________________________________________
 FF1829* NAD 83(1997) POSITION- 35 17 14.85021(N) 091 21 52.92927(W)   NO CHECK
 FF1829* NAVD 88 ORTHO HEIGHT -    68.    (meters)      223.    (feet) SCALED
 FF1829  ______________________________________________________________________
 FF1829  GEOID HEIGHT    -        -27.400 (meters)                     GEOID18
 FF1829  LAPLACE CORR    -         -0.18  (seconds)                    DEFLEC18
 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
 FF1829.No horizontal observational check was made to the station.
 FF1829
 FF1829.The orthometric height was scaled from a topographic map.
 FF1829
 FF1829.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1829.GEOID18 height accuracy estimate available here.
 FF1829
 FF1829.Click photographs - Photos may exist for this station.
 FF1829
 FF1829.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1829
 FF1829. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999362  x   0.99994927  =   0.99994289
 FF1829!UTM  15      -   0.99999362  x   0.99987253  =   0.99986615
 FF1829
 FF1829_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV4870606147(NAD 83)
 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
 FF1829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1829.See file dsdata.pdf to determine how the superseded data were derived.
 FF1829
 FF1829_MARKER: DM = MAGNETIC STATION DISK
 FF1829_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF1829_MARK LOGO: CGS
 FF1829_PROJECTION: PROJECTING 5 CENTIMETERS
 FF1829_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1829
 FF1829  HISTORY     - Date     Condition        Report By
 FF1829  HISTORY     - 1954     MONUMENTED       CGS
 FF1829  HISTORY     - 20140911 MARK NOT FOUND   ARHD
 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.
 FF1829
 FF1829                          STATION RECOVERY (2014)
 FF1829
 FF1829'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (BAB)
 FF1829'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0519 ***********************************************************************
 EJ0519  DESIGNATION -  AUNT
 EJ0519  PID         -  EJ0519
 EJ0519  STATE/COUNTY-  AR/JEFFERSON
 EJ0519  COUNTRY     -  US
 EJ0519  USGS QUAD   -  REDFIELD (2017)
 EJ0519
 EJ0519                         *CURRENT SURVEY CONTROL
 EJ0519  ______________________________________________________________________
 EJ0519* NAD 83(1986) POSITION- 34 28 18.     (N) 092 11 42.     (W)   SCALED
 EJ0519* NAVD 88 ORTHO HEIGHT -    76.231 (meters)      250.10  (feet) ADJUSTED
 EJ0519  ______________________________________________________________________
 EJ0519  GEOID HEIGHT    -        -26.138 (meters)                     GEOID18
 EJ0519  DYNAMIC HEIGHT  -         76.159 (meters)      249.87  (feet) COMP
 EJ0519  MODELED GRAVITY -    979,691.8   (mgal)                       NAVD 88
 EJ0519
 EJ0519  VERT ORDER      -  FIRST     CLASS II
 EJ0519
 EJ0519.The horizontal coordinates were scaled from a map and have
 EJ0519.an estimated accuracy of +/- 6 seconds.
 EJ0519
 EJ0519.The orthometric height was determined by differential leveling and
 EJ0519.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0519.in September 2023.
 EJ0519
 EJ0519.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0519.GEOID18 height accuracy estimate available here.
 EJ0519
 EJ0519.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU739147(NAD 83)
 EJ0519
 EJ0519                          SUPERSEDED SURVEY CONTROL
 EJ0519
 EJ0519  NAVD 88 (06/15/91)   76.226  (m)          250.08   (f) SUPERSEDED  1 2
 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
 EJ0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0519.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0519
 EJ0519_MARKER: DD = SURVEY DISK
 EJ0519_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0519_STAMPING: AUNT 1934
 EJ0519_MARK LOGO: CGS+SS
 EJ0519_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1730 ***********************************************************************
 FG1730  DESIGNATION -  AUSTIN
 FG1730  PID         -  FG1730
 FG1730  STATE/COUNTY-  AR/CONWAY
 FG1730  COUNTRY     -  US
 FG1730  USGS QUAD   -  FORMOSA (2017)
 FG1730
 FG1730                         *CURRENT SURVEY CONTROL
 FG1730  ______________________________________________________________________
 FG1730* NAD 83(1997) POSITION- 35 25 14.46904(N) 092 33 17.73937(W)   ADJUSTED
 FG1730* NAVD 88 ORTHO HEIGHT -   329.    (meters)     1079.    (feet) SCALED
 FG1730  ______________________________________________________________________
 FG1730  GEOID HEIGHT    -        -28.159 (meters)                     GEOID18
 FG1730  LAPLACE CORR    -          1.81  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1730.GEOID18 height accuracy estimate available here.
 FG1730
 FG1730.Click photographs - Photos may exist for this station.
 FG1730
 FG1730.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1730
 FG1730. The following values were computed from the NAD 83(1997) position.
 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     -   0.99995278  x   0.99993999  =   0.99989277
 FG1730!UTM  15      -   0.99995278  x   0.99962012  =   0.99957292
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV4040419788(NAD 83)
 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
 FG1730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1730.See file dsdata.pdf to determine how the superseded data were derived.
 FG1730
 FG1730_MARKER: DS = TRIANGULATION STATION DISK
 FG1730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1730_STAMPING: AUSTIN 1954
 FG1730_MARK LOGO: CGS
 FG1730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1730+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1780 ***********************************************************************
 FF1780  DESIGNATION -  AUVERGNE
 FF1780  PID         -  FF1780
 FF1780  STATE/COUNTY-  AR/JACKSON
 FF1780  COUNTRY     -  US
 FF1780  USGS QUAD   -  AUVERGNE (2017)
 FF1780
 FF1780                         *CURRENT SURVEY CONTROL
 FF1780  ______________________________________________________________________
 FF1780* NAD 83(1997) POSITION- 35 30 25.97698(N) 091 13 38.41343(W)   ADJUSTED
 FF1780* NAVD 88 ORTHO HEIGHT -    77.    (meters)      253.    (feet) SCALED
 FF1780  ______________________________________________________________________
 FF1780  GEOID HEIGHT    -        -27.459 (meters)                     GEOID18
 FF1780  LAPLACE CORR    -         -0.77  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1780.GEOID18 height accuracy estimate available here.
 FF1780
 FF1780.Click photographs - Photos may exist for this station.
 FF1780
 FF1780.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1780
 FF1780. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999222  x   0.99993683  =   0.99992905
 FF1780!UTM  15      -   0.99999222  x   0.99991849  =   0.99991071
 FF1780
 FF1780:                Primary Azimuth Mark                     Grid Az
 FF1780:SPC AR N     -  AUVERGNE AZ MK                           234 40 21.0
 FF1780:UTM  15      -  AUVERGNE AZ MK                           234 05 32.3
 FF1780
 FF1780_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV6076230738(NAD 83)
 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(1995)-  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
 FF1780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1780.See file dsdata.pdf to determine how the superseded data were derived.
 FF1780
 FF1780_MARKER: DS = TRIANGULATION STATION DISK
 FF1780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1780_STAMPING: AUVERGNE 1954
 FF1780_MARK LOGO: CGS
 FF1780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1780+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1928 ***********************************************************************
 EJ1928  DESIGNATION -  AVANT
 EJ1928  PID         -  EJ1928
 EJ1928  STATE/COUNTY-  AR/GARLAND
 EJ1928  COUNTRY     -  US
 EJ1928  USGS QUAD   -  AVANT (2017)
 EJ1928
 EJ1928                         *CURRENT SURVEY CONTROL
 EJ1928  ______________________________________________________________________
 EJ1928* NAD 83(1997) POSITION- 34 38 52.61736(N) 093 20 09.07604(W)   ADJUSTED
 EJ1928* NAVD 88 ORTHO HEIGHT -   209.6   (meters)      688.    (feet) VERTCON3
 EJ1928  ______________________________________________________________________
 EJ1928  GEOID HEIGHT    -        -28.255 (meters)                     GEOID18
 EJ1928  LAPLACE CORR    -          3.36  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1928.GEOID18 height accuracy estimate available here.
 EJ1928
 EJ1928.Click photographs - Photos may exist for this station.
 EJ1928
 EJ1928.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1928
 EJ1928. The following values were computed from the NAD 83(1997) position.
 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;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!UTM  15      -   0.99997153  x   0.99961168  =   0.99958322
 EJ1928
 EJ1928:                Primary Azimuth Mark                     Grid Az
 EJ1928:SPC AR S     -  AVANT AZ MK                              237 59 25.8
 EJ1928:UTM  15      -  AVANT AZ MK                              237 26 01.6
 EJ1928
 EJ1928_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU6922134054(NAD 83)
 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(1993)-  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
 EJ1928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1928.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1928
 EJ1928_MARKER: DS = TRIANGULATION STATION DISK
 EJ1928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1928_STAMPING: AVANT 1956
 EJ1928_MARK LOGO: CGS
 EJ1928_PROJECTION: FLUSH
 EJ1928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1928+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GG0591 ***********************************************************************
 GG0591  DESIGNATION -  AVOCA
 GG0591  PID         -  GG0591
 GG0591  STATE/COUNTY-  AR/BENTON
 GG0591  COUNTRY     -  US
 GG0591  USGS QUAD   -  PEA RIDGE (2017)
 GG0591
 GG0591                         *CURRENT SURVEY CONTROL
 GG0591  ______________________________________________________________________
 GG0591* NAD 83(1997) POSITION- 36 23 47.62961(N) 094 01 48.48337(W)   ADJUSTED
 GG0591* NAVD 88 ORTHO HEIGHT -   436.    (meters)     1430.    (feet) SCALED
 GG0591  ______________________________________________________________________
 GG0591  GEOID HEIGHT    -        -28.199 (meters)                     GEOID18
 GG0591  LAPLACE CORR    -         -0.29  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0591.GEOID18 height accuracy estimate available here.
 GG0591
 GG0591.Click photographs - Photos may exist for this station.
 GG0591
 GG0591.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0591
 GG0591. The following values were computed from the NAD 83(1997) position.
 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  =   0.99997233
 GG0591!SPC MO W     -   0.99993598  x   0.99996306  =   0.99989904
 GG0591!UTM  15      -   0.99993598  x   0.99970514  =   0.99964114
 GG0591
 GG0591:                Primary Azimuth Mark                     Grid Az
 GG0591:SPC AR N     -  PEA RIDGE                                309 28 53.7
 GG0591:SPC MO W     -  PEA RIDGE                                308 01 17.2
 GG0591:UTM  15      -  PEA RIDGE                                308 54 41.6
 GG0591
 GG0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA0762228427(NAD 83)
 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(1993)-  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
 GG0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0591.See file dsdata.pdf to determine how the superseded data were derived.
 GG0591
 GG0591_MARKER: DS = TRIANGULATION STATION DISK
 GG0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0591_STAMPING: AVOCA 1961
 GG0591_MARK LOGO: CGS
 GG0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0591+STABILITY: SURFACE MOTION
 GG0591
 GG0591  HISTORY     - Date     Condition        Report By
 GG0591  HISTORY     - 1961     MONUMENTED       CGS
 GG0591  HISTORY     - 1988     GOOD             USPSQD
 GG0591  HISTORY     - 20030413 GOOD             GEOCAC
 GG0591  HISTORY     - 20070909 GOOD             GEOCAC
 GG0591  HISTORY     - 20100413 GOOD             AR-007
 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 23, T
 GG0591'20 N, R 29 W. AND ON THE PROPERTY OF MR. CARL JOHNSON.  IT IS 17 FEET
 GG0591'SOUTH OF A WITNESS POST, 31 FEET SOUTH OF THE CENTERLINE OF A GRAVELED
 GG0591'ROAD, 33 FEET NORTHWEST OF AN OLD WATER PUMP, 57 FEET NORTHWEST OF THE
 GG0591'NORTHWEST CORNER OF AN OLD CONCRETE FOUNDATION AND 310 FEET EAST OF
 GG0591'THE NORTHEAST CORNER OF A BARN.  THE MONUMENT PROJECTS 2 INCHES AND
 GG0591'THE DISK IS STAMPED AVOCA 1961.
 GG0591'
 GG0591'TO REACH FROM THE POST OFFICE IN AVOCA, GO EAST ON GRAVELED ROAD FOR
 GG0591'0.1 MILE TO A ROAD FORK.  TAKE RIGHT FORK AND GO EASTERLY ON A
 GG0591'GRAVELED ROAD FOR 0.7 MILE TO A SIDE ROAD LEFT. CONTINUE STRAIGHT
 GG0591'AHEAD EASTERLY ON THE GRAVELED ROAD FOR 1.35 MILES TO A T-ROAD.  TURN
 GG0591'RIGHT AND GO SOUTHEAST ON A GRAVELED ROAD FOR 0.3 MILE TO A SIDE ROAD
 GG0591'LEFT. TURN LEFT AND GO EAST ON A GRAVELED ROAD FOR 0.15 MILE TO
 GG0591'REFERENCE MARK 3 ON THE LEFT. CONTINUE EAST ON THE GRAVELED ROAD FOR
 GG0591'150 FEET TO A ROAD FORK.  TAKE LEFT AND CONTINUE EAST FOR 0.05 MILE TO
 GG0591'THE STATION ON THE RIGHT.
 GG0591'
 GG0591'REFERENCE MARK NO. 1 IS 22 FEET NORTHEAST OF THE NORTHWEST CORNER OF
 GG0591'THE OLD CONCRETE FOUNDATION, 36 FEET NORTHEAST OF THE OLD WATER PUMP
 GG0591'AND 38 FEET SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD.  THE
 GG0591'MONUMENT IS FLUSH AND THE DISK IS STAMPED AVOCA NO 1 1961.
 GG0591'
 GG0591'REFERENCE MARK NO. 2 IS 43 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 GG0591'THE OLD CONCRETE FOUNDATION AND 51 FEET SOUTHWEST OF THE OLD WATER
 GG0591'PUMP.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED AVOCA NO
 GG0591'2 1961.
 GG0591'
 GG0591'REFERENCE MARK NO. 3 IS 1 FOOT NORTH OF A WIRE FENCE, 3 FEET NORTHEAST
 GG0591'OF A WITNESS POST, 12 FEET NORTH OF THE CENTERLINE OF A GRAVELED ROAD
 GG0591'AND 77 FEET NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE.  THE
 GG0591'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED AVOCA NO 3 1961.
 GG0591'
 GG0591'PRECISE METHODS WERE USED TO DETERMINE THE DIRECTION TO REFERENCE MARK
 GG0591'3.
 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.
 GG0591
 GG0591                          STATION RECOVERY (2007)
 GG0591
 GG0591'RECOVERY NOTE BY GEOCACHING 2007 (CB)
 GG0591'RECOVERED IN GOOD CONDITION.
 GG0591
 GG0591                          STATION RECOVERY (2010)
 GG0591
 GG0591'RECOVERY NOTE BY BENTON COUNTY ARKANSAS 2010 (GT)
 GG0591'LOCATED MARKER ON THE CORNER OF COOSE HOLLOW DR AND SALLIE DRIVE.
 GG0591'SOUTH OF COOSE HOLLOW DR ON THE EAST SIDE OF DRIVE GOING TO HOUSE
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EK0878 ***********************************************************************
 EK0878  DESIGNATION -  AVON
 EK0878  PID         -  EK0878
 EK0878  STATE/COUNTY-  AR/SEVIER
 EK0878  COUNTRY     -  US
 EK0878  USGS QUAD   -  DE QUEEN (2017)
 EK0878
 EK0878                         *CURRENT SURVEY CONTROL
 EK0878  ______________________________________________________________________
 EK0878* NAD 83(1997) POSITION- 34 06 59.61851(N) 094 18 58.54575(W)   ADJUSTED
 EK0878* NAVD 88 ORTHO HEIGHT -   217.    (meters)      712.    (feet) SCALED
 EK0878  ______________________________________________________________________
 EK0878  GEOID HEIGHT    -        -28.069 (meters)                     GEOID18
 EK0878  LAPLACE CORR    -          1.72  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0878.GEOID18 height accuracy estimate available here.
 EK0878
 EK0878.Click photographs - Photos may exist for this station.
 EK0878
 EK0878.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0878
 EK0878. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT7860875862(NAD 83)
 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(1993)-  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
 EK0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0878.See file dsdata.pdf to determine how the superseded data were derived.
 EK0878
 EK0878_MARKER: DS = TRIANGULATION STATION DISK
 EK0878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0878_STAMPING: AVON 1952
 EK0878_MARK LOGO: CGS
 EK0878_PROJECTION: FLUSH
 EK0878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0878+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FF2286 ***********************************************************************
 FF2286  SACS        -  This is a Secondary Airport Control Station.
 FF2286  DESIGNATION -  AWM A
 FF2286  PID         -  FF2286
 FF2286  STATE/COUNTY-  AR/CRITTENDEN
 FF2286  COUNTRY     -  US
 FF2286  USGS QUAD   -  WEST MEMPHIS (2017)
 FF2286
 FF2286                         *CURRENT SURVEY CONTROL
 FF2286  ______________________________________________________________________
 FF2286* NAD 83(2011) POSITION- 35 08 12.85641(N) 090 13 56.93234(W)   NO CHECK
 FF2286* NAD 83(2011) ELLIP HT-    36.408 (meters)        (06/27/12)   NO CHECK
 FF2286* NAD 83(2011) EPOCH   -  2010.00
 FF2286* NAVD 88 ORTHO HEIGHT -    63.64  (+/-2cm)      208.8   (feet) VERTCON3
 FF2286  ______________________________________________________________________
 FF2286  GEOID HEIGHT    -        -27.282 (meters)                     GEOID18
 FF2286  NAD 83(2011) X  -    -21,187.438 (meters)                     COMP
 FF2286  NAD 83(2011) Y  - -5,221,687.041 (meters)                     COMP
 FF2286  NAD 83(2011) Z  -  3,650,319.087 (meters)                     COMP
 FF2286  LAPLACE CORR    -         -0.85  (seconds)                    DEFLEC18
 FF2286  VERT ORDER      -  THIRD ? (See Below)
 FF2286
 FF2286  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FF2286  Standards:
 FF2286         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FF2286            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FF2286  -------------------------------------------------------------------
 FF2286  NETWORK    1.84   6.33           0.89   0.50   3.23      0.05192947
 FF2286  -------------------------------------------------------------------
 FF2286  Click here for local accuracies and other accuracy information.
 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 June 2012.
 FF2286
 FF2286.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FF2286.been affixed to the stable North American tectonic plate. See 
 FF2286.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FF2286
 FF2286.The horizontal coordinates are valid at the epoch date displayed above
 FF2286.which is a decimal equivalence of Year/Month/Day.
 FF2286
 FF2286.No horizontal observational check was made to the station.
 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 published vertical control network.
 FF2286
 FF2286.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF2286.GEOID18 height accuracy estimate available here.
 FF2286
 FF2286.The vertical order pertains to the NGVD 29 superseded value.
 FF2286
 FF2286.Click photographs - Photos may exist for this station.
 FF2286
 FF2286.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF2286
 FF2286.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF2286
 FF2286.The ellipsoidal height was determined by GPS observations
 FF2286.and is referenced to NAD 83.
 FF2286
 FF2286. The following values were computed from the NAD 83(2011) position.
 FF2286
 FF2286;                    North         East     Units Scale Factor Converg.
 FF2286;SPC AR N     -    90,595.214   561,070.256   MT  0.99996622   +1 01 42.7
 FF2286;SPC AR N     -   297,227.80  1,840,778.00   sFT  0.99996622   +1 01 42.7
 FF2286;SPC TN       -    97,496.843   214,380.966   MT  1.00002188   -2 28 40.3
 FF2286;SPC TN       -   319,870.89    703,348.22   sFT  1.00002188   -2 28 40.3
 FF2286;UTM  15      - 3,891,731.903   752,152.689   MT  1.00038366   +1 35 37.1
 FF2286
 FF2286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2286!SPC AR N     -   0.99999429  x   0.99996622  =   0.99996051
 FF2286!SPC TN       -   0.99999429  x   1.00002188  =   1.00001617
 FF2286!UTM  15      -   0.99999429  x   1.00038366  =   1.00037794
 FF2286
 FF2286_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU5215291731(NAD 83)
 FF2286
 FF2286                          SUPERSEDED SURVEY CONTROL
 FF2286
 FF2286  NAD 83(2007)-  35 08 12.85653(N)    090 13 56.93307(W) AD(2002.00) 0
 FF2286  ELLIP H (02/10/07)   36.433  (m)                       GP(2002.00)    
 FF2286  ELLIP H (09/21/01)   36.462  (m)                       GP(       ) 4 2
 FF2286  NAD 83(1990)-  35 08 12.85604(N)    090 13 56.93295(W) AD(       ) 1
 FF2286  ELLIP H (02/18/99)   36.483  (m)                       GP(       ) 4 2
 FF2286  NAD 83(1990)-  35 08 12.85516(N)    090 13 56.93112(W) AD(       ) B
 FF2286  ELLIP H (07/15/94)   36.508  (m)                       GP(       ) 4 2
 FF2286  NGVD 29              63.62   (m)          208.7    (f) LEVELING    3  
 FF2286
 FF2286.Superseded values are not recommended for survey control.
 FF2286
 FF2286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2286.See file dsdata.pdf to determine how the superseded data were derived.
 FF2286
 FF2286_MARKER: DD = SURVEY DISK
 FF2286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2286_STAMPING: AWM A 1993
 FF2286_MARK LOGO: NOS
 FF2286_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FF2286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF2286+STABILITY: SURFACE MOTION
 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  HISTORY     - 20070629 MARK NOT FOUND   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.
 FF2286
 FF2286                          STATION RECOVERY (2007)
 FF2286
 FF2286'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2007 (BW)
 FF2286'THE MARK IS CURRENTLY COVERED WITH ASPHALT.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0516 ***********************************************************************
 EJ0516  DESIGNATION -  AXEL
 EJ0516  PID         -  EJ0516
 EJ0516  STATE/COUNTY-  AR/JEFFERSON
 EJ0516  COUNTRY     -  US
 EJ0516  USGS QUAD   -  REDFIELD (2017)
 EJ0516
 EJ0516                         *CURRENT SURVEY CONTROL
 EJ0516  ______________________________________________________________________
 EJ0516* NAD 83(1986) POSITION- 34 27 30.     (N) 092 11 23.     (W)   SCALED
 EJ0516* NAVD 88 ORTHO HEIGHT -    84.339 (meters)      276.70  (feet) ADJUSTED
 EJ0516  ______________________________________________________________________
 EJ0516  GEOID HEIGHT    -        -26.116 (meters)                     GEOID18
 EJ0516  DYNAMIC HEIGHT  -         84.259 (meters)      276.44  (feet) COMP
 EJ0516  MODELED GRAVITY -    979,690.6   (mgal)                       NAVD 88
 EJ0516
 EJ0516  VERT ORDER      -  FIRST     CLASS II
 EJ0516
 EJ0516.The horizontal coordinates were scaled from a map and have
 EJ0516.an estimated accuracy of +/- 6 seconds.
 EJ0516
 EJ0516.The orthometric height was determined by differential leveling and
 EJ0516.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0516.in June 1991.
 EJ0516
 EJ0516.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0516.GEOID18 height accuracy estimate available here.
 EJ0516
 EJ0516.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU744132(NAD 83)
 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
 EJ0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0516.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0516
 EJ0516_MARKER: DD = SURVEY DISK
 EJ0516_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0516_STAMPING: AXEL 1934
 EJ0516_MARK LOGO: CGS+SS
 EJ0516_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 DK0971 ***********************************************************************
 DK0971  DESIGNATION -  AZILEE
 DK0971  PID         -  DK0971
 DK0971  STATE/COUNTY-  AR/DESHA
 DK0971  COUNTRY     -  US
 DK0971  USGS QUAD   -  ARKANSAS CITY (2017)
 DK0971
 DK0971                         *CURRENT SURVEY CONTROL
 DK0971  ______________________________________________________________________
 DK0971* NAD 83(1986) POSITION- 33 36 24.     (N) 091 12 17.     (W)   SCALED
 DK0971* NAVD 88 ORTHO HEIGHT -    41.915 (meters)      137.52  (feet) ADJUSTED
 DK0971  ______________________________________________________________________
 DK0971  GEOID HEIGHT    -        -26.487 (meters)                     GEOID18
 DK0971  DYNAMIC HEIGHT  -         41.871 (meters)      137.37  (feet) COMP
 DK0971  MODELED GRAVITY -    979,592.7   (mgal)                       NAVD 88
 DK0971
 DK0971  VERT ORDER      -  FIRST     CLASS II
 DK0971
 DK0971.The horizontal coordinates were scaled from a map and have
 DK0971.an estimated accuracy of +/- 6 seconds.
 DK0971
 DK0971.The orthometric height was determined by differential leveling and
 DK0971.adjusted by the NATIONAL GEODETIC SURVEY
 DK0971.in June 1991.
 DK0971
 DK0971.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK0971.GEOID18 height accuracy estimate available here.
 DK0971
 DK0971.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT665199(NAD 83)
 DK0971
 DK0971                          SUPERSEDED SURVEY CONTROL
 DK0971
 DK0971  NGVD 29 (11/26/84)   42.034  (m)          137.91   (f) ADJUSTED    1 2
 DK0971
 DK0971.Superseded values are not recommended for survey control.
 DK0971
 DK0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0971.See file dsdata.pdf to determine how the superseded data were derived.
 DK0971
 DK0971_MARKER: P = PIPE CAP
 DK0971_SETTING: 17 = SET INTO TOP OF 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       USACE
 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'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 = MARCH 20, 2026 22:17:28 EDT
 DK0973 ***********************************************************************
 DK0973  DESIGNATION -  AZILEE RESET
 DK0973  PID         -  DK0973
 DK0973  STATE/COUNTY-  AR/DESHA
 DK0973  COUNTRY     -  US
 DK0973  USGS QUAD   -  ARKANSAS CITY (2017)
 DK0973
 DK0973                         *CURRENT SURVEY CONTROL
 DK0973  ______________________________________________________________________
 DK0973* NAD 83(1986) POSITION- 33 36 24.     (N) 091 12 18.     (W)   SCALED
 DK0973* NAVD 88 ORTHO HEIGHT -    41.821 (meters)      137.21  (feet) ADJUSTED
 DK0973  ______________________________________________________________________
 DK0973  GEOID HEIGHT    -        -26.487 (meters)                     GEOID18
 DK0973  DYNAMIC HEIGHT  -         41.777 (meters)      137.06  (feet) COMP
 DK0973  MODELED GRAVITY -    979,592.7   (mgal)                       NAVD 88
 DK0973
 DK0973  VERT ORDER      -  FIRST     CLASS II
 DK0973
 DK0973.The horizontal coordinates were scaled from a map and have
 DK0973.an estimated accuracy of +/- 6 seconds.
 DK0973
 DK0973.The orthometric height was determined by differential leveling and
 DK0973.adjusted by the NATIONAL GEODETIC SURVEY
 DK0973.in June 1991.
 DK0973
 DK0973.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK0973.GEOID18 height accuracy estimate available here.
 DK0973
 DK0973.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT665199(NAD 83)
 DK0973
 DK0973                          SUPERSEDED SURVEY CONTROL
 DK0973
 DK0973  NGVD 29 (11/26/84)   41.940  (m)          137.60   (f) ADJUSTED    1 2
 DK0973
 DK0973.Superseded values are not recommended for survey control.
 DK0973
 DK0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0973.See file dsdata.pdf to determine how the superseded data were derived.
 DK0973
 DK0973_MARKER: P = PIPE CAP
 DK0973_SETTING: 17 = SET INTO TOP OF 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 = MARCH 20, 2026 22:17:28 EDT
 FF1597 ***********************************************************************
 FF1597  DESIGNATION -  B 1 RESET
 FF1597  PID         -  FF1597
 FF1597  STATE/COUNTY-  AR/INDEPENDENCE
 FF1597  COUNTRY     -  US
 FF1597  USGS QUAD   -  BATESVILLE (2017)
 FF1597
 FF1597                         *CURRENT SURVEY CONTROL
 FF1597  ______________________________________________________________________
 FF1597* NAD 83(1986) POSITION- 35 45 58.     (N) 091 39 07.     (W)   SCALED
 FF1597* NAVD 88 ORTHO HEIGHT -    82.12  (meters)      269.4   (feet) RESET
 FF1597  ______________________________________________________________________
 FF1597  GEOID HEIGHT    -        -27.587 (meters)                     GEOID18
 FF1597  VERT ORDER      -  THIRD
 FF1597
 FF1597.The horizontal coordinates were scaled from a map and have
 FF1597.an estimated accuracy of +/- 6 seconds.
 FF1597
 FF1597.The orthometric height was computed from unverified reset data.
 FF1597
 FF1597.No vertical observational check was made to the station.
 FF1597
 FF1597.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1597.GEOID18 height accuracy estimate available here.
 FF1597
 FF1597.Click photographs - Photos may exist for this station.
 FF1597
 FF1597;                    North         East    Units  Estimated Accuracy
 FF1597;SPC AR N     -   159,010.      431,470.      MT  (+/- 180 meters Scaled)
 FF1597
 FF1597_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV218588(NAD 83)
 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
 FF1597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1597.See file dsdata.pdf to determine how the superseded data were derived.
 FF1597
 FF1597_MARKER: DD = SURVEY DISK
 FF1597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1597_STAMPING: B 1 RESET 1948
 FF1597_MARK LOGO: CGS+SS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1543 ***********************************************************************
 FF1543  DESIGNATION -  B 10
 FF1543  PID         -  FF1543
 FF1543  STATE/COUNTY-  AR/CLEBURNE
 FF1543  COUNTRY     -  US
 FF1543  USGS QUAD   -  DRASCO (2017)
 FF1543
 FF1543                         *CURRENT SURVEY CONTROL
 FF1543  ______________________________________________________________________
 FF1543* NAD 83(1986) POSITION- 35 37 53.41   (N) 091 56 58.28   (W)   HD_HELD1
 FF1543* NAVD 88 ORTHO HEIGHT -   311.639 (meters)     1022.44  (feet) ADJUSTED
 FF1543  ______________________________________________________________________
 FF1543  GEOID HEIGHT    -        -27.375 (meters)                     GEOID18
 FF1543  DYNAMIC HEIGHT  -        311.355 (meters)     1021.50  (feet) COMP
 FF1543  MODELED GRAVITY -    979,713.9   (mgal)                       NAVD 88
 FF1543
 FF1543  VERT ORDER      -  SECOND    CLASS 0
 FF1543
 FF1543.The horizontal coordinates were determined by differentially corrected
 FF1543.hand held GPS observations or other comparable positioning techniques
 FF1543.and have an estimated accuracy of +/- 3 meters.
 FF1543
 FF1543.The orthometric height was determined by differential leveling and
 FF1543.adjusted by the NATIONAL GEODETIC SURVEY
 FF1543.in June 1991.
 FF1543
 FF1543.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1543.GEOID18 height accuracy estimate available here.
 FF1543
 FF1543.Click photographs - Photos may exist for this station.
 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     -   144,022.1     404,572.0     MT  (+/- 3 meters HH1 GPS) 
 FF1543
 FF1543_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV9511743585(NAD 83)
 FF1543
 FF1543                          SUPERSEDED SURVEY CONTROL
 FF1543
 FF1543  NGVD 29 (11/26/84)  311.560  (m)         1022.18   (f) ADJUSTED    2 0
 FF1543
 FF1543.Superseded values are not recommended for survey control.
 FF1543
 FF1543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1543.See file dsdata.pdf to determine how the superseded data were derived.
 FF1543
 FF1543_MARKER: DD = SURVEY DISK
 FF1543_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF1543_STAMPING: B 10 1934
 FF1543_MARK LOGO: CGS+SS
 FF1543_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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  HISTORY     - 20111104 MARK NOT FOUND   ARHD
 FF1543
 FF1543                          STATION DESCRIPTION
 FF1543
 FF1543'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 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.
 FF1543
 FF1543                          STATION RECOVERY (2011)
 FF1543
 FF1543'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (SES)
 FF1543'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH2388 ***********************************************************************
 EH2388  DESIGNATION -  B 10
 EH2388  PID         -  EH2388
 EH2388  STATE/COUNTY-  AR/LONOKE
 EH2388  COUNTRY     -  US
 EH2388  USGS QUAD   -  OAK GROVE (2017)
 EH2388
 EH2388                         *CURRENT SURVEY CONTROL
 EH2388  ______________________________________________________________________
 EH2388* NAD 83(1986) POSITION- 34 59 53.47   (N) 091 58 58.26   (W)   HD_HELD1
 EH2388* NAVD 88 ORTHO HEIGHT -    75.838 (meters)      248.81  (feet) ADJUSTED
 EH2388  ______________________________________________________________________
 EH2388  GEOID HEIGHT    -        -27.248 (meters)                     GEOID18
 EH2388  DYNAMIC HEIGHT  -         75.768 (meters)      248.58  (feet) COMP
 EH2388  MODELED GRAVITY -    979,709.2   (mgal)                       NAVD 88
 EH2388
 EH2388  VERT ORDER      -  SECOND    CLASS I
 EH2388
 EH2388.The horizontal coordinates were determined by differentially corrected
 EH2388.hand held GPS observations or other comparable positioning techniques
 EH2388.and have an estimated accuracy of +/- 3 meters.
 EH2388
 EH2388.The orthometric height was determined by differential leveling and
 EH2388.adjusted by the NATIONAL GEODETIC SURVEY
 EH2388.in June 2022.
 EH2388
 EH2388.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2388.GEOID18 height accuracy estimate available here.
 EH2388
 EH2388.Click photographs - Photos may exist for this station.
 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     -   658,609.2     401,565.7     MT  (+/- 3 meters HH1 GPS) 
 EH2388
 EH2388_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU9282073314(NAD 83)
 EH2388
 EH2388                          SUPERSEDED SURVEY CONTROL
 EH2388
 EH2388  NAVD 88 (06/15/91)   75.822  (m)          248.76   (f) SUPERSEDED  1 2
 EH2388  NGVD 29 (11/26/84)   75.817  (m)          248.74   (f) ADJUSTED    1 2
 EH2388
 EH2388.Superseded values are not recommended for survey control.
 EH2388
 EH2388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2388.See file dsdata.pdf to determine how the superseded data were derived.
 EH2388
 EH2388_MARKER: DB = BENCH MARK DISK
 EH2388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2388_STAMPING: B 10 1931 248.789
 EH2388_MARK LOGO: CGS
 EH2388_PROJECTION: RECESSED 18 CENTIMETERS
 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'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 = MARCH 20, 2026 22:17:28 EDT
 FG0418 ***********************************************************************
 FG0418  DESIGNATION -  B 100
 FG0418  PID         -  FG0418
 FG0418  STATE/COUNTY-  AR/FAULKNER
 FG0418  COUNTRY     -  US
 FG0418  USGS QUAD   -  GLEASON (2017)
 FG0418
 FG0418                         *CURRENT SURVEY CONTROL
 FG0418  ______________________________________________________________________
 FG0418* NAD 83(1986) POSITION- 35 04 33.     (N) 092 32 18.     (W)   SCALED
 FG0418* NAVD 88 ORTHO HEIGHT -    83.612 (meters)      274.32  (feet) ADJUSTED
 FG0418  ______________________________________________________________________
 FG0418  GEOID HEIGHT    -        -28.097 (meters)                     GEOID18
 FG0418  DYNAMIC HEIGHT  -         83.534 (meters)      274.06  (feet) COMP
 FG0418  MODELED GRAVITY -    979,695.2   (mgal)                       NAVD 88
 FG0418
 FG0418  VERT ORDER      -  SECOND    CLASS 0
 FG0418
 FG0418.The horizontal coordinates were scaled from a map and have
 FG0418.an estimated accuracy of +/- 6 seconds.
 FG0418
 FG0418.The orthometric height was determined by differential leveling and
 FG0418.adjusted by the NATIONAL GEODETIC SURVEY
 FG0418.in June 1991.
 FG0418
 FG0418.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0418.GEOID18 height accuracy estimate available here.
 FG0418
 FG0418.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU420815(NAD 83)
 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
 FG0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0418.See file dsdata.pdf to determine how the superseded data were derived.
 FG0418
 FG0418_MARKER: DB = BENCH MARK DISK
 FG0418_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0418_STAMPING: B 100 1935
 FG0418_MARK LOGO: CGS
 FG0418_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0418
 FG0418  HISTORY     - Date     Condition        Report By
 FG0418  HISTORY     - 1935     MONUMENTED       CGS
 FG0418  HISTORY     - 1959     MARK NOT FOUND   CGS
 FG0418
 FG0418                          STATION DESCRIPTION
 FG0418
 FG0418'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0789 ***********************************************************************
 EJ0789  DESIGNATION -  B 101
 EJ0789  PID         -  EJ0789
 EJ0789  STATE/COUNTY-  AR/PERRY
 EJ0789  COUNTRY     -  US
 EJ0789  USGS QUAD   -  THORNBURG (2017)
 EJ0789
 EJ0789                         *CURRENT SURVEY CONTROL
 EJ0789  ______________________________________________________________________
 EJ0789* NAD 83(1986) POSITION- 34 55 15.     (N) 092 50 00.     (W)   SCALED
 EJ0789* NAVD 88 ORTHO HEIGHT -   250.772 (meters)      822.74  (feet) ADJUSTED
 EJ0789  ______________________________________________________________________
 EJ0789  GEOID HEIGHT    -        -28.102 (meters)                     GEOID18
 EJ0789  DYNAMIC HEIGHT  -        250.525 (meters)      821.93  (feet) COMP
 EJ0789  MODELED GRAVITY -    979,645.2   (mgal)                       NAVD 88
 EJ0789
 EJ0789  VERT ORDER      -  SECOND    CLASS 0
 EJ0789
 EJ0789.The horizontal coordinates were scaled from a map and have
 EJ0789.an estimated accuracy of +/- 6 seconds.
 EJ0789
 EJ0789.The orthometric height was determined by differential leveling and
 EJ0789.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0789.in June 1991.
 EJ0789
 EJ0789.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0789.GEOID18 height accuracy estimate available here.
 EJ0789
 EJ0789.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU152642(NAD 83)
 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
 EJ0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0789.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0789
 EJ0789_MARKER: DB = BENCH MARK DISK
 EJ0789_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0789_STAMPING: B 101 1935
 EJ0789_MARK LOGO: CGS
 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             CGS
 EJ0789  HISTORY     - 1968     GOOD             USACE
 EJ0789
 EJ0789                          STATION DESCRIPTION
 EJ0789
 EJ0789'DESCRIBED BY COAST AND 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 ARMY CORPS OF ENGINEERS 1968
 EJ0789'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1132 ***********************************************************************
 FG1132  DESIGNATION -  B 102
 FG1132  PID         -  FG1132
 FG1132  STATE/COUNTY-  AR/YELL
 FG1132  COUNTRY     -  US
 FG1132  USGS QUAD   -  DARDANELLE (2017)
 FG1132
 FG1132                         *CURRENT SURVEY CONTROL
 FG1132  ______________________________________________________________________
 FG1132* NAD 83(1986) POSITION- 35 10 48.     (N) 093 08 17.     (W)   SCALED
 FG1132* NAVD 88 ORTHO HEIGHT -    99.185 (meters)      325.41  (feet) ADJUSTED
 FG1132  ______________________________________________________________________
 FG1132  GEOID HEIGHT    -        -29.243 (meters)                     GEOID18
 FG1132  DYNAMIC HEIGHT  -         99.090 (meters)      325.10  (feet) COMP
 FG1132  MODELED GRAVITY -    979,679.4   (mgal)                       NAVD 88
 FG1132
 FG1132  VERT ORDER      -  SECOND    CLASS 0
 FG1132
 FG1132.The horizontal coordinates were scaled from a map and have
 FG1132.an estimated accuracy of +/- 6 seconds.
 FG1132
 FG1132.The orthometric height was determined by differential leveling and
 FG1132.adjusted by the NATIONAL GEODETIC SURVEY
 FG1132.in June 1991.
 FG1132
 FG1132.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1132.GEOID18 height accuracy estimate available here.
 FG1132
 FG1132.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU874930(NAD 83)
 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
 FG1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1132.See file dsdata.pdf to determine how the superseded data were derived.
 FG1132
 FG1132_MARKER: DB = BENCH MARK DISK
 FG1132_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG1132_STAMPING: B 102 1935
 FG1132_MARK LOGO: CGS
 FG1132_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG1132
 FG1132  HISTORY     - Date     Condition        Report By
 FG1132  HISTORY     - 1935     MONUMENTED       CGS
 FG1132  HISTORY     - 1959     MARK NOT FOUND   CGS
 FG1132  HISTORY     - 20110928 MARK NOT FOUND   ARHD
 FG1132
 FG1132                          STATION DESCRIPTION
 FG1132
 FG1132'DESCRIBED BY COAST AND 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.
 FG1132
 FG1132                          STATION RECOVERY (2011)
 FG1132
 FG1132'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (SES)
 FG1132'
 FG1132'.
 FG1132'
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0833 ***********************************************************************
 EJ0833  DESIGNATION -  B 103
 EJ0833  PID         -  EJ0833
 EJ0833  STATE/COUNTY-  AR/PERRY
 EJ0833  COUNTRY     -  US
 EJ0833  USGS QUAD   -  APLIN (2017)
 EJ0833
 EJ0833                         *CURRENT SURVEY CONTROL
 EJ0833  ______________________________________________________________________
 EJ0833* NAD 83(1986) POSITION- 34 53 59.     (N) 092 58 16.     (W)   SCALED
 EJ0833* NAVD 88 ORTHO HEIGHT -   309.217 (meters)     1014.49  (feet) ADJUSTED
 EJ0833  ______________________________________________________________________
 EJ0833  GEOID HEIGHT    -        -28.308 (meters)                     GEOID18
 EJ0833  DYNAMIC HEIGHT  -        308.910 (meters)     1013.48  (feet) COMP
 EJ0833  MODELED GRAVITY -    979,633.3   (mgal)                       NAVD 88
 EJ0833
 EJ0833  VERT ORDER      -  SECOND    CLASS 0
 EJ0833
 EJ0833.The horizontal coordinates were scaled from a map and have
 EJ0833.an estimated accuracy of +/- 6 seconds.
 EJ0833
 EJ0833.The orthometric height was determined by differential leveling and
 EJ0833.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0833.in June 1991.
 EJ0833
 EJ0833.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0833.GEOID18 height accuracy estimate available here.
 EJ0833
 EJ0833.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU026619(NAD 83)
 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
 EJ0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0833.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0833
 EJ0833_MARKER: DB = BENCH MARK DISK
 EJ0833_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0833_STAMPING: B 103 1935
 EJ0833_MARK LOGO: CGS
 EJ0833_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1053 ***********************************************************************
 EJ1053  DESIGNATION -  B 104
 EJ1053  PID         -  EJ1053
 EJ1053  STATE/COUNTY-  AR/PERRY
 EJ1053  COUNTRY     -  US
 EJ1053  USGS QUAD   -  NIMROD SE (2017)
 EJ1053
 EJ1053                         *CURRENT SURVEY CONTROL
 EJ1053  ______________________________________________________________________
 EJ1053* NAD 83(1986) POSITION- 34 49 17.1    (N) 093 06 20.4    (W)   HD_HELD2
 EJ1053* NAVD 88 ORTHO HEIGHT -   205.225 (meters)      673.31  (feet) ADJUSTED
 EJ1053  ______________________________________________________________________
 EJ1053  GEOID HEIGHT    -        -28.300 (meters)                     GEOID18
 EJ1053  DYNAMIC HEIGHT  -        205.020 (meters)      672.64  (feet) COMP
 EJ1053  MODELED GRAVITY -    979,633.1   (mgal)                       NAVD 88
 EJ1053
 EJ1053  VERT ORDER      -  SECOND    CLASS 0
 EJ1053
 EJ1053.The horizontal coordinates were established by autonomous hand held GPS
 EJ1053.observations and have an estimated accuracy of +/- 10 meters.
 EJ1053
 EJ1053.The orthometric height was determined by differential leveling and
 EJ1053.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1053.in June 1991.
 EJ1053
 EJ1053.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1053.GEOID18 height accuracy estimate available here.
 EJ1053
 EJ1053.Click photographs - Photos may exist for this station.
 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     -    54,717.      298,847.      MT  (+/- 10 meters HH2 GPS)
 EJ1053
 EJ1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU9033653244(NAD 83)
 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
 EJ1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1053.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1053
 EJ1053_MARKER: DB = BENCH MARK DISK
 EJ1053_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EJ1053_SP_SET: BRIDGE
 EJ1053_STAMPING: B 104 1935
 EJ1053_MARK LOGO: CGS
 EJ1053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1053
 EJ1053  HISTORY     - Date     Condition        Report By
 EJ1053  HISTORY     - 1935     MONUMENTED       CGS
 EJ1053  HISTORY     - 1968     GOOD             USACE
 EJ1053
 EJ1053                          STATION DESCRIPTION
 EJ1053
 EJ1053'DESCRIBED BY US ARMY CORPS OF 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1022 ***********************************************************************
 EJ1022  DESIGNATION -  B 105
 EJ1022  PID         -  EJ1022
 EJ1022  STATE/COUNTY-  AR/GARLAND
 EJ1022  COUNTRY     -  US
 EJ1022  USGS QUAD   -  HAMILTON (2017)
 EJ1022
 EJ1022                         *CURRENT SURVEY CONTROL
 EJ1022  ______________________________________________________________________
 EJ1022* NAD 83(1986) POSITION- 34 38 00.     (N) 093 13 33.     (W)   SCALED
 EJ1022* NAVD 88 ORTHO HEIGHT -   155.858 (meters)      511.34  (feet) ADJUSTED
 EJ1022  ______________________________________________________________________
 EJ1022  GEOID HEIGHT    -        -27.966 (meters)                     GEOID18
 EJ1022  DYNAMIC HEIGHT  -        155.704 (meters)      510.84  (feet) COMP
 EJ1022  MODELED GRAVITY -    979,647.1   (mgal)                       NAVD 88
 EJ1022
 EJ1022  VERT ORDER      -  SECOND    CLASS 0
 EJ1022
 EJ1022.The horizontal coordinates were scaled from a map and have
 EJ1022.an estimated accuracy of +/- 6 seconds.
 EJ1022
 EJ1022.The orthometric height was determined by differential leveling and
 EJ1022.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1022.in June 1991.
 EJ1022
 EJ1022.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1022.GEOID18 height accuracy estimate available here.
 EJ1022
 EJ1022.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU793324(NAD 83)
 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
 EJ1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1022.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1022
 EJ1022_MARKER: DB = BENCH MARK DISK
 EJ1022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1022_STAMPING: B 105 1935
 EJ1022_MARK LOGO: CGS
 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             CGS
 EJ1022  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ1022
 EJ1022                          STATION DESCRIPTION
 EJ1022
 EJ1022'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG1021 ***********************************************************************
 FG1021  DESIGNATION -  B 106
 FG1021  PID         -  FG1021
 FG1021  STATE/COUNTY-  AR/POPE
 FG1021  COUNTRY     -  US
 FG1021  USGS QUAD   -  DOVER (2017)
 FG1021
 FG1021                         *CURRENT SURVEY CONTROL
 FG1021  ______________________________________________________________________
 FG1021* NAD 83(1986) POSITION- 35 25 20.     (N) 093 03 28.     (W)   SCALED
 FG1021* NAVD 88 ORTHO HEIGHT -   174.619 (meters)      572.90  (feet) ADJUSTED
 FG1021  ______________________________________________________________________
 FG1021  GEOID HEIGHT    -        -28.827 (meters)                     GEOID18
 FG1021  DYNAMIC HEIGHT  -        174.455 (meters)      572.36  (feet) COMP
 FG1021  MODELED GRAVITY -    979,688.8   (mgal)                       NAVD 88
 FG1021
 FG1021  VERT ORDER      -  SECOND    CLASS 0
 FG1021
 FG1021.The horizontal coordinates were scaled from a map and have
 FG1021.an estimated accuracy of +/- 6 seconds.
 FG1021
 FG1021.The orthometric height was determined by differential leveling and
 FG1021.adjusted by the NATIONAL GEODETIC SURVEY
 FG1021.in June 1991.
 FG1021
 FG1021.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1021.GEOID18 height accuracy estimate available here.
 FG1021
 FG1021.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV947198(NAD 83)
 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
 FG1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1021.See file dsdata.pdf to determine how the superseded data were derived.
 FG1021
 FG1021_MARKER: DB = BENCH MARK DISK
 FG1021_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG1021_STAMPING: B 106 1935
 FG1021_MARK LOGO: CGS
 FG1021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1022 ***********************************************************************
 FG1022  DESIGNATION -  B 106 RESET
 FG1022  PID         -  FG1022
 FG1022  STATE/COUNTY-  AR/POPE
 FG1022  COUNTRY     -  US
 FG1022  USGS QUAD   -  DOVER (2017)
 FG1022
 FG1022                         *CURRENT SURVEY CONTROL
 FG1022  ______________________________________________________________________
 FG1022* NAD 83(1986) POSITION- 35 25 22.     (N) 093 03 29.     (W)   SCALED
 FG1022* NAVD 88 ORTHO HEIGHT -   171.01  (meters)      561.1   (feet) RESET
 FG1022  ______________________________________________________________________
 FG1022  GEOID HEIGHT    -        -28.827 (meters)                     GEOID18
 FG1022  VERT ORDER      -  THIRD
 FG1022
 FG1022.The horizontal coordinates were scaled from a map and have
 FG1022.an estimated accuracy of +/- 6 seconds.
 FG1022
 FG1022.The orthometric height was computed from unverified reset data.
 FG1022
 FG1022.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1022.GEOID18 height accuracy estimate available here.
 FG1022
 FG1022.Click photographs - Photos may exist for this station.
 FG1022
 FG1022;                    North         East    Units  Estimated Accuracy
 FG1022;SPC AR N     -   121,380.      303,920.      MT  (+/- 180 meters Scaled)
 FG1022
 FG1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV947199(NAD 83)
 FG1022
 FG1022                          SUPERSEDED SURVEY CONTROL
 FG1022
 FG1022.No superseded survey control is available for this station.
 FG1022
 FG1022_MARKER: DD = SURVEY DISK
 FG1022_SETTING: 7 = 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 = MARCH 20, 2026 22:17:28 EDT
 FG0797 ***********************************************************************
 FG0797  DESIGNATION -  B 107
 FG0797  PID         -  FG0797
 FG0797  STATE/COUNTY-  AR/NEWTON
 FG0797  COUNTRY     -  US
 FG0797  USGS QUAD   -  MURRAY (2017)
 FG0797
 FG0797                         *CURRENT SURVEY CONTROL
 FG0797  ______________________________________________________________________
 FG0797* NAD 83(1986) POSITION- 35 57 05.8    (N) 093 15 55.3    (W)   HD_HELD2
 FG0797* NAVD 88 ORTHO HEIGHT -   428.134 (meters)     1404.64  (feet) ADJUSTED
 FG0797  ______________________________________________________________________
 FG0797  GEOID HEIGHT    -        -28.069 (meters)                     GEOID18
 FG0797  DYNAMIC HEIGHT  -        427.739 (meters)     1403.34  (feet) COMP
 FG0797  MODELED GRAVITY -    979,695.9   (mgal)                       NAVD 88
 FG0797
 FG0797  VERT ORDER      -  SECOND    CLASS 0
 FG0797
 FG0797.The horizontal coordinates were established by autonomous hand held GPS
 FG0797.observations and have an estimated accuracy of +/- 10 meters.
 FG0797
 FG0797.The orthometric height was determined by differential leveling and
 FG0797.adjusted by the NATIONAL GEODETIC SURVEY
 FG0797.in June 1991.
 FG0797
 FG0797.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0797.GEOID18 height accuracy estimate available here.
 FG0797
 FG0797.Click photographs - Photos may exist for this station.
 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     -   180,270.      285,849.      MT  (+/- 10 meters HH2 GPS)
 FG0797
 FG0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV7606978613(NAD 83)
 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
 FG0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0797.See file dsdata.pdf to determine how the superseded data were derived.
 FG0797
 FG0797_MARKER: DB = BENCH MARK DISK
 FG0797_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0797_STAMPING: B 107 1935
 FG0797_MARK LOGO: CGS
 FG0797_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1842 ***********************************************************************
 EH1842  DESIGNATION -  B 108
 EH1842  PID         -  EH1842
 EH1842  STATE/COUNTY-  AR/LONOKE
 EH1842  COUNTRY     -  US
 EH1842  USGS QUAD   -  LONOKE (2017)
 EH1842
 EH1842                         *CURRENT SURVEY CONTROL
 EH1842  ______________________________________________________________________
 EH1842* NAD 83(1986) POSITION- 34 47 45.     (N) 091 53 39.     (W)   SCALED
 EH1842* NAVD 88 ORTHO HEIGHT -    68.296 (meters)      224.07  (feet) ADJUSTED
 EH1842  ______________________________________________________________________
 EH1842  GEOID HEIGHT    -        -26.823 (meters)                     GEOID18
 EH1842  DYNAMIC HEIGHT  -         68.232 (meters)      223.86  (feet) COMP
 EH1842  MODELED GRAVITY -    979,703.8   (mgal)                       NAVD 88
 EH1842
 EH1842  VERT ORDER      -  FIRST     CLASS II
 EH1842
 EH1842.The horizontal coordinates were scaled from a map and have
 EH1842.an estimated accuracy of +/- 6 seconds.
 EH1842
 EH1842.The orthometric height was determined by differential leveling and
 EH1842.adjusted by the NATIONAL GEODETIC SURVEY
 EH1842.in June 1991.
 EH1842
 EH1842.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1842.GEOID18 height accuracy estimate available here.
 EH1842
 EH1842.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU011509(NAD 83)
 EH1842
 EH1842                          SUPERSEDED SURVEY CONTROL
 EH1842
 EH1842  NGVD 29 (11/26/84)   68.309  (m)          224.11   (f) ADJUSTED    1 2
 EH1842
 EH1842.Superseded values are not recommended for survey control.
 EH1842
 EH1842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1842.See file dsdata.pdf to determine how the superseded data were derived.
 EH1842
 EH1842_MARKER: DB = BENCH MARK DISK
 EH1842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1842_STAMPING: B 108 1954
 EH1842_MARK LOGO: CGS
 EH1842_PROJECTION: PROJECTING 21 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2206 ***********************************************************************
 EH2206  DESIGNATION -  B 109
 EH2206  PID         -  EH2206
 EH2206  STATE/COUNTY-  AR/PRAIRIE
 EH2206  COUNTRY     -  US
 EH2206  USGS QUAD   -  HAZEN (2017)
 EH2206
 EH2206                         *CURRENT SURVEY CONTROL
 EH2206  ______________________________________________________________________
 EH2206* NAD 83(1986) POSITION- 34 46 54.2    (N) 091 34 49.8    (W)   HD_HELD2
 EH2206* NAVD 88 ORTHO HEIGHT -    70.621 (meters)      231.70  (feet) ADJUSTED
 EH2206  ______________________________________________________________________
 EH2206  GEOID HEIGHT    -        -26.944 (meters)                     GEOID18
 EH2206  DYNAMIC HEIGHT  -         70.554 (meters)      231.48  (feet) COMP
 EH2206  MODELED GRAVITY -    979,693.7   (mgal)                       NAVD 88
 EH2206
 EH2206  VERT ORDER      -  FIRST     CLASS II
 EH2206
 EH2206.The horizontal coordinates were established by autonomous hand held GPS
 EH2206.observations and have an estimated accuracy of +/- 10 meters.
 EH2206
 EH2206.The orthometric height was determined by differential leveling and
 EH2206.adjusted by the NATIONAL GEODETIC SURVEY
 EH2206.in June 1991.
 EH2206
 EH2206.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2206.GEOID18 height accuracy estimate available here.
 EH2206
 EH2206.Click photographs - Photos may exist for this station.
 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     -   634,673.      438,397.      MT  (+/- 10 meters HH2 GPS)
 EH2206
 EH2206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU2987949755(NAD 83)
 EH2206
 EH2206                          SUPERSEDED SURVEY CONTROL
 EH2206
 EH2206  NGVD 29 (11/26/84)   70.629  (m)          231.72   (f) ADJUSTED    1 2
 EH2206
 EH2206.Superseded values are not recommended for survey control.
 EH2206
 EH2206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2206.See file dsdata.pdf to determine how the superseded data were derived.
 EH2206
 EH2206_MARKER: DB = BENCH MARK DISK
 EH2206_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH2206_SP_SET: WATER TANK FOUNDATION
 EH2206_STAMPING: B 109 1954
 EH2206_MARK LOGO: CGS
 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'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 = MARCH 20, 2026 22:17:28 EDT
 EJ0618 ***********************************************************************
 EJ0618  DESIGNATION -  B 11
 EJ0618  PID         -  EJ0618
 EJ0618  STATE/COUNTY-  AR/JEFFERSON
 EJ0618  COUNTRY     -  US
 EJ0618  USGS QUAD   -  PINE BLUFF (2017)
 EJ0618
 EJ0618                         *CURRENT SURVEY CONTROL
 EJ0618  ______________________________________________________________________
 EJ0618* NAD 83(1986) POSITION- 34 13 42.     (N) 092 00 23.     (W)   SCALED
 EJ0618* NAVD 88 ORTHO HEIGHT -    67.134 (meters)      220.26  (feet) ADJUSTED
 EJ0618  ______________________________________________________________________
 EJ0618  GEOID HEIGHT    -        -25.980 (meters)                     GEOID18
 EJ0618  DYNAMIC HEIGHT  -         67.069 (meters)      220.04  (feet) COMP
 EJ0618  MODELED GRAVITY -    979,667.3   (mgal)                       NAVD 88
 EJ0618
 EJ0618  VERT ORDER      -  SECOND    CLASS I
 EJ0618
 EJ0618.The horizontal coordinates were scaled from a map and have
 EJ0618.an estimated accuracy of +/- 6 seconds.
 EJ0618
 EJ0618.The orthometric height was determined by differential leveling and
 EJ0618.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0618.in September 2023.
 EJ0618
 EJ0618.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0618.GEOID18 height accuracy estimate available here.
 EJ0618
 EJ0618.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT915879(NAD 83)
 EJ0618
 EJ0618                          SUPERSEDED SURVEY CONTROL
 EJ0618
 EJ0618  NAVD 88 (06/15/91)   67.137  (m)          220.27   (f) SUPERSEDED  2 0
 EJ0618  NGVD 29 (??/??/92)   67.23   (m)          220.6    (f) COMPUTED    2 0
 EJ0618
 EJ0618.Superseded values are not recommended for survey control.
 EJ0618
 EJ0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0618.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0618
 EJ0618_MARKER: DB = BENCH MARK DISK
 EJ0618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0618_STAMPING: B 11 1932
 EJ0618_MARK LOGO: CGS
 EJ0618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0618+STABILITY: SURFACE MOTION
 EJ0618
 EJ0618  HISTORY     - Date     Condition        Report By
 EJ0618  HISTORY     - 1932     MONUMENTED       CGS
 EJ0618  HISTORY     - 1935     GOOD             CGS
 EJ0618  HISTORY     - 1954     MARK NOT FOUND   LOCENG
 EJ0618
 EJ0618                          STATION DESCRIPTION
 EJ0618
 EJ0618'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FF1541 ***********************************************************************
 FF1541  DESIGNATION -  B 11
 FF1541  PID         -  FF1541
 FF1541  STATE/COUNTY-  AR/CLEBURNE
 FF1541  COUNTRY     -  US
 FF1541  USGS QUAD   -  GREERS FERRY DAM (2017)
 FF1541
 FF1541                         *CURRENT SURVEY CONTROL
 FF1541  ______________________________________________________________________
 FF1541* NAD 83(1986) POSITION- 35 35 12.     (N) 091 55 44.     (W)   SCALED
 FF1541* NAVD 88 ORTHO HEIGHT -   301.571 (meters)      989.40  (feet) ADJUSTED
 FF1541  ______________________________________________________________________
 FF1541  GEOID HEIGHT    -        -27.354 (meters)                     GEOID18
 FF1541  DYNAMIC HEIGHT  -        301.297 (meters)      988.51  (feet) COMP
 FF1541  MODELED GRAVITY -    979,718.1   (mgal)                       NAVD 88
 FF1541
 FF1541  VERT ORDER      -  SECOND    CLASS 0
 FF1541
 FF1541.The horizontal coordinates were scaled from a map and have
 FF1541.an estimated accuracy of +/- 6 seconds.
 FF1541
 FF1541.The orthometric height was determined by differential leveling and
 FF1541.adjusted by the NATIONAL GEODETIC SURVEY
 FF1541.in June 1991.
 FF1541
 FF1541.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1541.GEOID18 height accuracy estimate available here.
 FF1541
 FF1541.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV970386(NAD 83)
 FF1541
 FF1541                          SUPERSEDED SURVEY CONTROL
 FF1541
 FF1541  NGVD 29 (11/26/84)  301.495  (m)          989.15   (f) ADJUSTED    2 0
 FF1541
 FF1541.Superseded values are not recommended for survey control.
 FF1541
 FF1541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1541.See file dsdata.pdf to determine how the superseded data were derived.
 FF1541
 FF1541_MARKER: DD = SURVEY DISK
 FF1541_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF1541_STAMPING: B 11 1934
 FF1541_MARK LOGO: CGS+SS
 FF1541_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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  HISTORY     - 20111107 MARK NOT FOUND   ARHD
 FF1541
 FF1541                          STATION DESCRIPTION
 FF1541
 FF1541'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 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.
 FF1541
 FF1541                          STATION RECOVERY (2011)
 FF1541
 FF1541'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (AMC)
 FF1541'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH2010 ***********************************************************************
 EH2010  DESIGNATION -  B 110
 EH2010  PID         -  EH2010
 EH2010  STATE/COUNTY-  AR/PRAIRIE
 EH2010  COUNTRY     -  US
 EH2010  USGS QUAD   -  DES ARC WEST (2017)
 EH2010
 EH2010                         *CURRENT SURVEY CONTROL
 EH2010  ______________________________________________________________________
 EH2010* NAD 83(1986) POSITION- 34 54 17.     (N) 091 33 53.     (W)   SCALED
 EH2010* NAVD 88 ORTHO HEIGHT -    64.702 (meters)      212.28  (feet) ADJUSTED
 EH2010  ______________________________________________________________________
 EH2010  GEOID HEIGHT    -        -27.107 (meters)                     GEOID18
 EH2010  DYNAMIC HEIGHT  -         64.641 (meters)      212.08  (feet) COMP
 EH2010  MODELED GRAVITY -    979,704.8   (mgal)                       NAVD 88
 EH2010
 EH2010  VERT ORDER      -  FIRST     CLASS II
 EH2010
 EH2010.The horizontal coordinates were scaled from a map and have
 EH2010.an estimated accuracy of +/- 6 seconds.
 EH2010
 EH2010.The orthometric height was determined by differential leveling and
 EH2010.adjusted by the NATIONAL GEODETIC SURVEY
 EH2010.in June 1991.
 EH2010
 EH2010.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2010.GEOID18 height accuracy estimate available here.
 EH2010
 EH2010.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU311634(NAD 83)
 EH2010
 EH2010                          SUPERSEDED SURVEY CONTROL
 EH2010
 EH2010  NGVD 29 (11/26/84)   64.704  (m)          212.28   (f) ADJUSTED    1 2
 EH2010
 EH2010.Superseded values are not recommended for survey control.
 EH2010
 EH2010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2010.See file dsdata.pdf to determine how the superseded data were derived.
 EH2010
 EH2010_MARKER: DB = BENCH MARK DISK
 EH2010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2010_STAMPING: B 110 1954
 EH2010_MARK LOGO: CGS
 EH2010_PROJECTION: PROJECTING 18 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1895 ***********************************************************************
 EH1895  DESIGNATION -  B 111
 EH1895  PID         -  EH1895
 EH1895  STATE/COUNTY-  AR/PRAIRIE
 EH1895  COUNTRY     -  US
 EH1895  USGS QUAD   -  WATTENSAW (2017)
 EH1895
 EH1895                         *CURRENT SURVEY CONTROL
 EH1895  ______________________________________________________________________
 EH1895* NAD 83(1986) POSITION- 34 58 45.     (N) 091 47 13.     (W)   SCALED
 EH1895* NAVD 88 ORTHO HEIGHT -    78.445 (meters)      257.37  (feet) ADJUSTED
 EH1895  ______________________________________________________________________
 EH1895  GEOID HEIGHT    -        -27.192 (meters)                     GEOID18
 EH1895  DYNAMIC HEIGHT  -         78.372 (meters)      257.13  (feet) COMP
 EH1895  MODELED GRAVITY -    979,711.7   (mgal)                       NAVD 88
 EH1895
 EH1895  VERT ORDER      -  FIRST     CLASS II
 EH1895
 EH1895.The horizontal coordinates were scaled from a map and have
 EH1895.an estimated accuracy of +/- 6 seconds.
 EH1895
 EH1895.The orthometric height was determined by differential leveling and
 EH1895.adjusted by the NATIONAL GEODETIC SURVEY
 EH1895.in June 1991.
 EH1895
 EH1895.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1895.GEOID18 height accuracy estimate available here.
 EH1895
 EH1895.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU107714(NAD 83)
 EH1895
 EH1895                          SUPERSEDED SURVEY CONTROL
 EH1895
 EH1895  NGVD 29 (11/26/84)   78.447  (m)          257.37   (f) ADJUSTED    1 2
 EH1895
 EH1895.Superseded values are not recommended for survey control.
 EH1895
 EH1895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1895.See file dsdata.pdf to determine how the superseded data were derived.
 EH1895
 EH1895_MARKER: DB = BENCH MARK DISK
 EH1895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1895_STAMPING: B 111 1955
 EH1895_MARK LOGO: CGS
 EH1895_PROJECTION: PROJECTING 6 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1595 ***********************************************************************
 EH1595  DESIGNATION -  B 112
 EH1595  PID         -  EH1595
 EH1595  STATE/COUNTY-  AR/LINCOLN
 EH1595  COUNTRY     -  US
 EH1595  USGS QUAD   -  CADES (2017)
 EH1595
 EH1595                         *CURRENT SURVEY CONTROL
 EH1595  ______________________________________________________________________
 EH1595* NAD 83(1986) POSITION- 34 03 14.     (N) 091 35 47.     (W)   SCALED
 EH1595* NAVD 88 ORTHO HEIGHT -    51.822 (meters)      170.02  (feet) ADJUSTED
 EH1595  ______________________________________________________________________
 EH1595  GEOID HEIGHT    -        -25.999 (meters)                     GEOID18
 EH1595  DYNAMIC HEIGHT  -         51.771 (meters)      169.85  (feet) COMP
 EH1595  MODELED GRAVITY -    979,652.2   (mgal)                       NAVD 88
 EH1595
 EH1595  VERT ORDER      -  FIRST     CLASS II
 EH1595
 EH1595.The horizontal coordinates were scaled from a map and have
 EH1595.an estimated accuracy of +/- 6 seconds.
 EH1595
 EH1595.The orthometric height was determined by differential leveling and
 EH1595.adjusted by the NATIONAL GEODETIC SURVEY
 EH1595.in August 1993.
 EH1595
 EH1595.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1595.GEOID18 height accuracy estimate available here.
 EH1595
 EH1595.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT295690(NAD 83)
 EH1595
 EH1595                          SUPERSEDED SURVEY CONTROL
 EH1595
 EH1595  NAVD 88 (06/15/91)   51.830  (m)          170.05   (f) SUPERSEDED  1 2
 EH1595  NGVD 29 (11/26/84)   51.898  (m)          170.27   (f) ADJUSTED    1 2
 EH1595
 EH1595.Superseded values are not recommended for survey control.
 EH1595
 EH1595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1595.See file dsdata.pdf to determine how the superseded data were derived.
 EH1595
 EH1595_MARKER: DB = BENCH MARK DISK
 EH1595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1595_STAMPING: B 112 1954
 EH1595_MARK LOGO: CGS
 EH1595_PROJECTION: PROJECTING 12 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1650 ***********************************************************************
 EH1650  DESIGNATION -  B 113
 EH1650  PID         -  EH1650
 EH1650  STATE/COUNTY-  AR/ARKANSAS
 EH1650  COUNTRY     -  US
 EH1650  USGS QUAD   -  STUTTGART SOUTH (2017)
 EH1650
 EH1650                         *CURRENT SURVEY CONTROL
 EH1650  ______________________________________________________________________
 EH1650* NAD 83(1986) POSITION- 34 23 27.     (N) 091 32 32.     (W)   SCALED
 EH1650* NAVD 88 ORTHO HEIGHT -    59.492 (meters)      195.18  (feet) ADJUSTED
 EH1650  ______________________________________________________________________
 EH1650  GEOID HEIGHT    -        -26.409 (meters)                     GEOID18
 EH1650  DYNAMIC HEIGHT  -         59.435 (meters)      195.00  (feet) COMP
 EH1650  MODELED GRAVITY -    979,674.5   (mgal)                       NAVD 88
 EH1650
 EH1650  VERT ORDER      -  FIRST     CLASS II
 EH1650
 EH1650.The horizontal coordinates were scaled from a map and have
 EH1650.an estimated accuracy of +/- 6 seconds.
 EH1650
 EH1650.The orthometric height was determined by differential leveling and
 EH1650.adjusted by the NATIONAL GEODETIC SURVEY
 EH1650.in August 1993.
 EH1650
 EH1650.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1650.GEOID18 height accuracy estimate available here.
 EH1650
 EH1650.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU340064(NAD 83)
 EH1650
 EH1650                          SUPERSEDED SURVEY CONTROL
 EH1650
 EH1650  NAVD 88 (06/15/91)   59.534  (m)          195.32   (f) SUPERSEDED  1 2
 EH1650  NGVD 29 (11/26/84)   59.545  (m)          195.36   (f) ADJUSTED    1 2
 EH1650
 EH1650.Superseded values are not recommended for survey control.
 EH1650
 EH1650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1650.See file dsdata.pdf to determine how the superseded data were derived.
 EH1650
 EH1650_MARKER: DB = BENCH MARK DISK
 EH1650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1650_STAMPING: B 113 1954
 EH1650_MARK LOGO: CGS
 EH1650_PROJECTION: PROJECTING 12 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2362 ***********************************************************************
 EH2362  DESIGNATION -  B 114
 EH2362  PID         -  EH2362
 EH2362  STATE/COUNTY-  AR/PRAIRIE
 EH2362  COUNTRY     -  US
 EH2362  USGS QUAD   -  SLOVAK (2017)
 EH2362
 EH2362                         *CURRENT SURVEY CONTROL
 EH2362  ______________________________________________________________________
 EH2362* NAD 83(1986) POSITION- 34 38 26.0    (N) 091 33 16.2    (W)   HD_HELD2
 EH2362* NAVD 88 ORTHO HEIGHT -    66.391 (meters)      217.82  (feet) ADJUSTED
 EH2362  ______________________________________________________________________
 EH2362  GEOID HEIGHT    -        -26.762 (meters)                     GEOID18
 EH2362  DYNAMIC HEIGHT  -         66.328 (meters)      217.61  (feet) COMP
 EH2362  MODELED GRAVITY -    979,685.6   (mgal)                       NAVD 88
 EH2362
 EH2362  VERT ORDER      -  FIRST     CLASS II
 EH2362
 EH2362.The horizontal coordinates were established by autonomous hand held GPS
 EH2362.observations and have an estimated accuracy of +/- 10 meters.
 EH2362
 EH2362.The orthometric height was determined by differential leveling and
 EH2362.adjusted by the NATIONAL GEODETIC SURVEY
 EH2362.in June 1991.
 EH2362
 EH2362.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2362.GEOID18 height accuracy estimate available here.
 EH2362
 EH2362.Click photographs - Photos may exist for this station.
 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     -   619,023.      440,845.      MT  (+/- 10 meters HH2 GPS)
 EH2362
 EH2362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU3248334133(NAD 83)
 EH2362
 EH2362                          SUPERSEDED SURVEY CONTROL
 EH2362
 EH2362  NGVD 29 (11/26/84)   66.414  (m)          217.89   (f) ADJUSTED    1 2
 EH2362
 EH2362.Superseded values are not recommended for survey control.
 EH2362
 EH2362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2362.See file dsdata.pdf to determine how the superseded data were derived.
 EH2362
 EH2362_MARKER: DB = BENCH MARK DISK
 EH2362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2362_STAMPING: B 114 1954
 EH2362_MARK LOGO: CGS
 EH2362_PROJECTION: PROJECTING 6 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1414 ***********************************************************************
 EH1414  DESIGNATION -  B 115
 EH1414  PID         -  EH1414
 EH1414  STATE/COUNTY-  AR/ARKANSAS
 EH1414  COUNTRY     -  US
 EH1414  USGS QUAD   -  ALMYRA (2017)
 EH1414
 EH1414                         *CURRENT SURVEY CONTROL
 EH1414  ______________________________________________________________________
 EH1414* NAD 83(1986) POSITION- 34 26 46.     (N) 091 24 58.     (W)   SCALED
 EH1414* NAVD 88 ORTHO HEIGHT -    61.337 (meters)      201.24  (feet) ADJUSTED
 EH1414  ______________________________________________________________________
 EH1414  GEOID HEIGHT    -        -26.578 (meters)                     GEOID18
 EH1414  DYNAMIC HEIGHT  -         61.278 (meters)      201.04  (feet) COMP
 EH1414  MODELED GRAVITY -    979,675.7   (mgal)                       NAVD 88
 EH1414
 EH1414  VERT ORDER      -  FIRST     CLASS II
 EH1414
 EH1414.The horizontal coordinates were scaled from a map and have
 EH1414.an estimated accuracy of +/- 6 seconds.
 EH1414
 EH1414.The orthometric height was determined by differential leveling and
 EH1414.adjusted by the NATIONAL GEODETIC SURVEY
 EH1414.in August 1993.
 EH1414
 EH1414.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1414.GEOID18 height accuracy estimate available here.
 EH1414
 EH1414.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU455127(NAD 83)
 EH1414
 EH1414                          SUPERSEDED SURVEY CONTROL
 EH1414
 EH1414  NAVD 88 (06/15/91)   61.386  (m)          201.40   (f) SUPERSEDED  1 2
 EH1414  NGVD 29 (11/26/84)   61.391  (m)          201.41   (f) ADJUSTED    1 2
 EH1414
 EH1414.Superseded values are not recommended for survey control.
 EH1414
 EH1414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1414.See file dsdata.pdf to determine how the superseded data were derived.
 EH1414
 EH1414_MARKER: DB = BENCH MARK DISK
 EH1414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1414_STAMPING: B 115 1954
 EH1414_MARK LOGO: CGS
 EH1414_PROJECTION: PROJECTING 12 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1372 ***********************************************************************
 EH1372  DESIGNATION -  B 116
 EH1372  PID         -  EH1372
 EH1372  STATE/COUNTY-  AR/ARKANSAS
 EH1372  COUNTRY     -  US
 EH1372  USGS QUAD   -  DE WITT SW (2017)
 EH1372
 EH1372                         *CURRENT SURVEY CONTROL
 EH1372  ______________________________________________________________________
 EH1372* NAD 83(1986) POSITION- 34 17 52.1    (N) 091 26 08.1    (W)   HD_HELD2
 EH1372* NAVD 88 ORTHO HEIGHT -    55.886 (meters)      183.35  (feet) ADJUSTED
 EH1372  ______________________________________________________________________
 EH1372  GEOID HEIGHT    -        -26.350 (meters)                     GEOID18
 EH1372  DYNAMIC HEIGHT  -         55.832 (meters)      183.18  (feet) COMP
 EH1372  MODELED GRAVITY -    979,667.1   (mgal)                       NAVD 88
 EH1372
 EH1372  VERT ORDER      -  FIRST     CLASS II
 EH1372
 EH1372.The horizontal coordinates were established by autonomous hand held GPS
 EH1372.observations and have an estimated accuracy of +/- 10 meters.
 EH1372
 EH1372.The orthometric height was determined by differential leveling and
 EH1372.adjusted by the NATIONAL GEODETIC SURVEY
 EH1372.in August 1993.
 EH1372
 EH1372.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1372.GEOID18 height accuracy estimate available here.
 EH1372
 EH1372.Click photographs - Photos may exist for this station.
 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     -   581,058.      451,957.      MT  (+/- 10 meters HH2 GPS)
 EH1372
 EH1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT4397096284(NAD 83)
 EH1372
 EH1372                          SUPERSEDED SURVEY CONTROL
 EH1372
 EH1372  NAVD 88 (06/15/91)   55.948  (m)          183.56   (f) SUPERSEDED  1 2
 EH1372  NGVD 29 (11/26/84)   55.960  (m)          183.60   (f) ADJUSTED    1 2
 EH1372
 EH1372.Superseded values are not recommended for survey control.
 EH1372
 EH1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1372.See file dsdata.pdf to determine how the superseded data were derived.
 EH1372
 EH1372_MARKER: DB = BENCH MARK DISK
 EH1372_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EH1372_SP_SET: BRIDGE ABUTMENT
 EH1372_STAMPING: B 116 1954
 EH1372_MARK LOGO: CGS
 EH1372_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH1372_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1372+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2022
 EH1372
 EH1372  HISTORY     - Date     Condition        Report By
 EH1372  HISTORY     - 1954     MONUMENTED       CGS
 EH1372  HISTORY     - 20030521 GOOD             USACE
 EH1372  HISTORY     - 20220118 GOOD             ARHD
 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.
 EH1372
 EH1372                          STATION RECOVERY (2022)
 EH1372
 EH1372'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2022 (JDH)
 EH1372'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1324 ***********************************************************************
 EH1324  DESIGNATION -  B 117
 EH1324  PID         -  EH1324
 EH1324  STATE/COUNTY-  AR/ARKANSAS
 EH1324  COUNTRY     -  US
 EH1324  USGS QUAD   -  TICHNOR (2017)
 EH1324
 EH1324                         *CURRENT SURVEY CONTROL
 EH1324  ______________________________________________________________________
 EH1324* NAD 83(1986) POSITION- 34 10 42.97   (N) 091 21 46.94   (W)   HD_HELD1
 EH1324* NAVD 88 ORTHO HEIGHT -    57.119 (meters)      187.40  (feet) ADJUSTED
 EH1324  ______________________________________________________________________
 EH1324  GEOID HEIGHT    -        -26.272 (meters)                     GEOID18
 EH1324  DYNAMIC HEIGHT  -         57.063 (meters)      187.21  (feet) COMP
 EH1324  MODELED GRAVITY -    979,658.9   (mgal)                       NAVD 88
 EH1324
 EH1324  VERT ORDER      -  FIRST     CLASS II
 EH1324
 EH1324.The horizontal coordinates were determined by differentially corrected
 EH1324.hand held GPS observations or other comparable positioning techniques
 EH1324.and have an estimated accuracy of +/- 3 meters.
 EH1324
 EH1324.The orthometric height was determined by differential leveling and
 EH1324.adjusted by the NATIONAL GEODETIC SURVEY
 EH1324.in August 1993.
 EH1324
 EH1324.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1324.GEOID18 height accuracy estimate available here.
 EH1324
 EH1324.Click photographs - Photos may exist for this station.
 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     -   567,875.2     458,717.1     MT  (+/- 3 meters HH1 GPS) 
 EH1324
 EH1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT5086083170(NAD 83)
 EH1324
 EH1324                          SUPERSEDED SURVEY CONTROL
 EH1324
 EH1324  NAVD 88 (06/15/91)   57.092  (m)          187.31   (f) SUPERSEDED  1 2
 EH1324  NGVD 29 (11/26/84)   57.159  (m)          187.53   (f) ADJUSTED    1 2
 EH1324
 EH1324.Superseded values are not recommended for survey control.
 EH1324
 EH1324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1324.See file dsdata.pdf to determine how the superseded data were derived.
 EH1324
 EH1324_MARKER: DB = BENCH MARK DISK
 EH1324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1324_STAMPING: B 117 1955
 EH1324_MARK LOGO: CGS
 EH1324_PROJECTION: PROJECTING 12 CENTIMETERS
 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 - August 07, 2019
 EH1324
 EH1324  HISTORY     - Date     Condition        Report By
 EH1324  HISTORY     - 1955     MONUMENTED       CGS
 EH1324  HISTORY     - 1976     GOOD             NGS
 EH1324  HISTORY     - 20030416 GOOD             USACE
 EH1324  HISTORY     - 20190807 GOOD             ARHD
 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.
 EH1324
 EH1324                          STATION RECOVERY (2019)
 EH1324
 EH1324'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2019 (JDH)
 EH1324'1 FT (0.3 M) SOUTH OF A NEW WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK0863 ***********************************************************************
 DK0863  DESIGNATION -  B 118
 DK0863  PID         -  DK0863
 DK0863  STATE/COUNTY-  AR/DESHA
 DK0863  COUNTRY     -  US
 DK0863  USGS QUAD   -  DUMAS (2017)
 DK0863
 DK0863                         *CURRENT SURVEY CONTROL
 DK0863  ______________________________________________________________________
 DK0863* NAD 83(1986) POSITION- 33 55 37.     (N) 091 22 47.     (W)   SCALED
 DK0863* NAVD 88 ORTHO HEIGHT -    48.140 (meters)      157.94  (feet) ADJUSTED
 DK0863  ______________________________________________________________________
 DK0863  GEOID HEIGHT    -        -26.137 (meters)                     GEOID18
 DK0863  DYNAMIC HEIGHT  -         48.092 (meters)      157.78  (feet) COMP
 DK0863  MODELED GRAVITY -    979,645.6   (mgal)                       NAVD 88
 DK0863
 DK0863  VERT ORDER      -  FIRST     CLASS II
 DK0863
 DK0863.The horizontal coordinates were scaled from a map and have
 DK0863.an estimated accuracy of +/- 6 seconds.
 DK0863
 DK0863.The orthometric height was determined by differential leveling and
 DK0863.adjusted by the NATIONAL GEODETIC SURVEY
 DK0863.in June 1991.
 DK0863
 DK0863.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK0863.GEOID18 height accuracy estimate available here.
 DK0863
 DK0863.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT497552(NAD 83)
 DK0863
 DK0863                          SUPERSEDED SURVEY CONTROL
 DK0863
 DK0863  NGVD 29 (11/26/84)   48.201  (m)          158.14   (f) ADJUSTED    1 2
 DK0863
 DK0863.Superseded values are not recommended for survey control.
 DK0863
 DK0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0863.See file dsdata.pdf to determine how the superseded data were derived.
 DK0863
 DK0863_MARKER: DB = BENCH MARK DISK
 DK0863_SETTING: 7 = 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 DEPARTMENT OF TRANSPORTATION 2004 (VJB)
 DK0863'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0761 ***********************************************************************
 DL0761  DESIGNATION -  B 119
 DL0761  PID         -  DL0761
 DL0761  STATE/COUNTY-  AR/LAFAYETTE
 DL0761  COUNTRY     -  US
 DL0761  USGS QUAD   -  LEWISVILLE (2017)
 DL0761
 DL0761                         *CURRENT SURVEY CONTROL
 DL0761  ______________________________________________________________________
 DL0761* NAD 83(1986) POSITION- 33 21 17.68   (N) 093 34 37.93   (W)   HD_HELD1
 DL0761* NAVD 88 ORTHO HEIGHT -    81.506 (meters)      267.41  (feet) ADJUSTED
 DL0761  ______________________________________________________________________
 DL0761  GEOID HEIGHT    -        -26.718 (meters)                     GEOID18
 DL0761  DYNAMIC HEIGHT  -         81.419 (meters)      267.12  (feet) COMP
 DL0761  MODELED GRAVITY -    979,567.8   (mgal)                       NAVD 88
 DL0761
 DL0761  VERT ORDER      -  FIRST     CLASS II
 DL0761
 DL0761.The horizontal coordinates were determined by differentially corrected
 DL0761.hand held GPS observations or other comparable positioning techniques
 DL0761.and have an estimated accuracy of +/- 3 meters.
 DL0761
 DL0761.The orthometric height was determined by differential leveling and
 DL0761.adjusted by the NATIONAL GEODETIC SURVEY
 DL0761.in June 1991.
 DL0761
 DL0761.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0761.GEOID18 height accuracy estimate available here.
 DL0761
 DL0761.Click photographs - Photos may exist for this station.
 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     -   477,466.7     253,205.8     MT  (+/- 3 meters HH1 GPS) 
 DL0761
 DL0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS4629690782(NAD 83)
 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
 DL0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0761.See file dsdata.pdf to determine how the superseded data were derived.
 DL0761
 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_MARK LOGO: CGS
 DL0761_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0761
 DL0761  HISTORY     - Date     Condition        Report By
 DL0761  HISTORY     - 1934     MONUMENTED       CGS
 DL0761  HISTORY     - 1960     GOOD             CGS
 DL0761  HISTORY     - 1963     GOOD             CGS
 DL0761  HISTORY     - 20070801 MARK NOT FOUND   ARHD
 DL0761
 DL0761                          STATION DESCRIPTION
 DL0761
 DL0761'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 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 COAST AND GEODETIC SURVEY 1963
 DL0761'RECOVERED IN GOOD CONDITION.
 DL0761
 DL0761                          STATION RECOVERY (2007)
 DL0761
 DL0761'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2007 (WDA)
 DL0761'MARK NOT FOUND
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0353 ***********************************************************************
 DL0353  DESIGNATION -  B 12
 DL0353  PID         -  DL0353
 DL0353  STATE/COUNTY-  AR/OUACHITA
 DL0353  COUNTRY     -  US
 DL0353  USGS QUAD   -  EAGLE MILLS (2017)
 DL0353
 DL0353                         *CURRENT SURVEY CONTROL
 DL0353  ______________________________________________________________________
 DL0353* NAD 83(1986) POSITION- 33 40 54.     (N) 092 42 33.     (W)   SCALED
 DL0353* NAVD 88 ORTHO HEIGHT -    42.997 (meters)      141.07  (feet) ADJUSTED
 DL0353  ______________________________________________________________________
 DL0353  GEOID HEIGHT    -        -26.217 (meters)                     GEOID18
 DL0353  DYNAMIC HEIGHT  -         42.953 (meters)      140.92  (feet) COMP
 DL0353  MODELED GRAVITY -    979,617.8   (mgal)                       NAVD 88
 DL0353
 DL0353  VERT ORDER      -  SECOND    CLASS I
 DL0353
 DL0353.The horizontal coordinates were scaled from a map and have
 DL0353.an estimated accuracy of +/- 6 seconds.
 DL0353
 DL0353.The orthometric height was determined by differential leveling and
 DL0353.adjusted by the NATIONAL GEODETIC SURVEY
 DL0353.in September 2023.
 DL0353
 DL0353.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0353.GEOID18 height accuracy estimate available here.
 DL0353
 DL0353.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT269268(NAD 83)
 DL0353
 DL0353                          SUPERSEDED SURVEY CONTROL
 DL0353
 DL0353  NAVD 88 (06/15/91)   42.997  (m)          141.07   (f) SUPERSEDED  2 0
 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
 DL0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0353.See file dsdata.pdf to determine how the superseded data were derived.
 DL0353
 DL0353_MARKER: DB = BENCH MARK DISK
 DL0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0353_STAMPING: B 12 1932
 DL0353_MARK LOGO: CGS
 DL0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0353+STABILITY: SURFACE MOTION
 DL0353
 DL0353  HISTORY     - Date     Condition        Report By
 DL0353  HISTORY     - 1932     MONUMENTED       CGS
 DL0353  HISTORY     - 1954     MARK NOT FOUND   LOCENG
 DL0353
 DL0353                          STATION DESCRIPTION
 DL0353
 DL0353'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FF1539 ***********************************************************************
 FF1539  DESIGNATION -  B 12
 FF1539  PID         -  FF1539
 FF1539  STATE/COUNTY-  AR/CLEBURNE
 FF1539  COUNTRY     -  US
 FF1539  USGS QUAD   -  GREERS FERRY DAM (2017)
 FF1539
 FF1539                         *CURRENT SURVEY CONTROL
 FF1539  ______________________________________________________________________
 FF1539* NAD 83(1986) POSITION- 35 33 53.     (N) 091 56 06.     (W)   SCALED
 FF1539* NAVD 88 ORTHO HEIGHT -   270.983 (meters)      889.05  (feet) ADJUSTED
 FF1539  ______________________________________________________________________
 FF1539  GEOID HEIGHT    -        -27.371 (meters)                     GEOID18
 FF1539  DYNAMIC HEIGHT  -        270.737 (meters)      888.24  (feet) COMP
 FF1539  MODELED GRAVITY -    979,717.1   (mgal)                       NAVD 88
 FF1539
 FF1539  VERT ORDER      -  SECOND    CLASS 0
 FF1539
 FF1539.The horizontal coordinates were scaled from a map and have
 FF1539.an estimated accuracy of +/- 6 seconds.
 FF1539
 FF1539.The orthometric height was determined by differential leveling and
 FF1539.adjusted by the NATIONAL GEODETIC SURVEY
 FF1539.in June 1991.
 FF1539
 FF1539.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1539.GEOID18 height accuracy estimate available here.
 FF1539
 FF1539.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV965361(NAD 83)
 FF1539
 FF1539                          SUPERSEDED SURVEY CONTROL
 FF1539
 FF1539  NGVD 29 (11/26/84)  270.909  (m)          888.81   (f) ADJUSTED    2 0
 FF1539
 FF1539.Superseded values are not recommended for survey control.
 FF1539
 FF1539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1539.See file dsdata.pdf to determine how the superseded data were derived.
 FF1539
 FF1539_MARKER: DD = SURVEY DISK
 FF1539_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF1539_STAMPING: B 12 1934
 FF1539_MARK LOGO: CGS+SS
 FF1539_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1539
 FF1539  HISTORY     - Date     Condition        Report By
 FF1539  HISTORY     - 1934     MONUMENTED       ARGS
 FF1539  HISTORY     - 1973     MARK NOT FOUND   NGS
 FF1539  HISTORY     - 20111104 MARK NOT FOUND   ARHD
 FF1539
 FF1539                          STATION DESCRIPTION
 FF1539
 FF1539'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1934 (GCB)
 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.
 FF1539
 FF1539                          STATION RECOVERY (2011)
 FF1539
 FF1539'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (SES)
 FF1539'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0527 ***********************************************************************
 DL0527  DESIGNATION -  B 120
 DL0527  PID         -  DL0527
 DL0527  STATE/COUNTY-  AR/COLUMBIA
 DL0527  COUNTRY     -  US
 DL0527  USGS QUAD   -  MAGNOLIA NW (2017)
 DL0527
 DL0527                         *CURRENT SURVEY CONTROL
 DL0527  ______________________________________________________________________
 DL0527* NAD 83(1986) POSITION- 33 22 53.     (N) 093 08 09.     (W)   SCALED
 DL0527* NAVD 88 ORTHO HEIGHT -    65.830 (meters)      215.98  (feet) ADJUSTED
 DL0527  ______________________________________________________________________
 DL0527  GEOID HEIGHT    -        -26.440 (meters)                     GEOID18
 DL0527  DYNAMIC HEIGHT  -         65.760 (meters)      215.75  (feet) COMP
 DL0527  MODELED GRAVITY -    979,576.0   (mgal)                       NAVD 88
 DL0527
 DL0527  VERT ORDER      -  FIRST     CLASS II
 DL0527
 DL0527.The horizontal coordinates were scaled from a map and have
 DL0527.an estimated accuracy of +/- 6 seconds.
 DL0527
 DL0527.The orthometric height was determined by differential leveling and
 DL0527.adjusted by the NATIONAL GEODETIC SURVEY
 DL0527.in June 1991.
 DL0527
 DL0527.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0527.GEOID18 height accuracy estimate available here.
 DL0527
 DL0527.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS873935(NAD 83)
 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
 DL0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0527.See file dsdata.pdf to determine how the superseded data were derived.
 DL0527
 DL0527_MARKER: DB = BENCH MARK DISK
 DL0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0527_STAMPING: B 120 1934
 DL0527_MARK LOGO: CGS
 DL0527_PROJECTION: PROJECTING 18 CENTIMETERS
 DL0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0527+STABILITY: SURFACE MOTION
 DL0527_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL0527+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2011
 DL0527
 DL0527  HISTORY     - Date     Condition        Report By
 DL0527  HISTORY     - 1934     MONUMENTED       CGS
 DL0527  HISTORY     - 1960     GOOD             CGS
 DL0527  HISTORY     - 1963     GOOD             CGS
 DL0527  HISTORY     - 20080520 GOOD             ARHD
 DL0527  HISTORY     - 20110921 GOOD             ARHD
 DL0527
 DL0527                          STATION DESCRIPTION
 DL0527
 DL0527'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1963
 DL0527'RECOVERED IN GOOD CONDITION.
 DL0527
 DL0527                          STATION RECOVERY (2008)
 DL0527
 DL0527'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2008 (VJB)
 DL0527'RECOVERED IN GOOD CONDITION.
 DL0527
 DL0527                          STATION RECOVERY (2011)
 DL0527
 DL0527'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (AMC)
 DL0527'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0674 ***********************************************************************
 DL0674  DESIGNATION -  B 121
 DL0674  PID         -  DL0674
 DL0674  STATE/COUNTY-  AR/COLUMBIA
 DL0674  COUNTRY     -  US
 DL0674  USGS QUAD   -  MAGNOLIA (2017)
 DL0674
 DL0674                         *CURRENT SURVEY CONTROL
 DL0674  ______________________________________________________________________
 DL0674* NAD 83(1997) POSITION- 33 15 59.03929(N) 093 10 22.12861(W)   ADJUSTED
 DL0674* NAVD 88 ORTHO HEIGHT -   114.615 (meters)      376.03  (feet) ADJUSTED
 DL0674  ______________________________________________________________________
 DL0674  GEOID HEIGHT    -        -26.390 (meters)                     GEOID18
 DL0674  LAPLACE CORR    -          0.76  (seconds)                    DEFLEC18
 DL0674  DYNAMIC HEIGHT  -        114.492 (meters)      375.63  (feet) COMP
 DL0674  MODELED GRAVITY -    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 and
 DL0674.adjusted by the NATIONAL GEODETIC SURVEY
 DL0674.in June 1991.
 DL0674
 DL0674.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0674.GEOID18 height accuracy estimate available here.
 DL0674
 DL0674.Click photographs - Photos may exist for this station.
 DL0674
 DL0674.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS8390580833(NAD 83)
 DL0674
 DL0674                          SUPERSEDED SURVEY CONTROL
 DL0674
 DL0674  NAD 83(1993)-  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  NGVD 29             114.66   (m)          376.2    (f) LEVELING    3  
 DL0674
 DL0674.Superseded values are not recommended for survey control.
 DL0674
 DL0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0674.See file dsdata.pdf to determine how the superseded data were derived.
 DL0674
 DL0674_MARKER: DB = BENCH MARK DISK
 DL0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0674_STAMPING: B 121 1934
 DL0674_MARK LOGO: CGS
 DL0674_PROJECTION: PROJECTING 36 CENTIMETERS
 DL0674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0674+STABILITY: SURFACE MOTION
 DL0674_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL0674+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2024
 DL0674
 DL0674  HISTORY     - Date     Condition        Report By
 DL0674  HISTORY     - 1934     MONUMENTED       CGS
 DL0674  HISTORY     - 1964     GOOD             CGS
 DL0674  HISTORY     - 1965     POOR             USGS
 DL0674  HISTORY     - 20110921 GOOD             ARHD
 DL0674  HISTORY     - 20240814 GOOD             ARHD
 DL0674
 DL0674                          STATION DESCRIPTION
 DL0674
 DL0674'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DL0674'SEE STATION BURTON.
 DL0674
 DL0674                          STATION RECOVERY (1964)
 DL0674
 DL0674'RECOVERY NOTE BY COAST AND 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, T17S, R20W. 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.
 DL0674
 DL0674                          STATION RECOVERY (2011)
 DL0674
 DL0674'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (KWS)
 DL0674'RECOVERED IN GOOD CONDITION.
 DL0674
 DL0674                          STATION RECOVERY (2024)
 DL0674
 DL0674'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (SCW)
 DL0674'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0284 ***********************************************************************
 DL0284  DESIGNATION -  B 122
 DL0284  PID         -  DL0284
 DL0284  STATE/COUNTY-  AR/UNION
 DL0284  COUNTRY     -  US
 DL0284  USGS QUAD   -  EL DORADO WEST (2017)
 DL0284
 DL0284                         *CURRENT SURVEY CONTROL
 DL0284  ______________________________________________________________________
 DL0284* NAD 83(1986) POSITION- 33 09 51.     (N) 092 39 28.     (W)   SCALED
 DL0284* NAVD 88 ORTHO HEIGHT -    52.456 (meters)      172.10  (feet) ADJUSTED
 DL0284  ______________________________________________________________________
 DL0284  GEOID HEIGHT    -        -26.275 (meters)                     GEOID18
 DL0284  DYNAMIC HEIGHT  -         52.400 (meters)      171.92  (feet) COMP
 DL0284  MODELED GRAVITY -    979,555.0   (mgal)                       NAVD 88
 DL0284
 DL0284  VERT ORDER      -  SECOND    CLASS 0
 DL0284
 DL0284.The horizontal coordinates were scaled from a map and have
 DL0284.an estimated accuracy of +/- 6 seconds.
 DL0284
 DL0284.The orthometric height was determined by differential leveling and
 DL0284.adjusted by the NATIONAL GEODETIC SURVEY
 DL0284.in June 1991.
 DL0284
 DL0284.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0284.GEOID18 height accuracy estimate available here.
 DL0284
 DL0284.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS319695(NAD 83)
 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
 DL0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0284.See file dsdata.pdf to determine how the superseded data were derived.
 DL0284
 DL0284_MARKER: DB = BENCH MARK DISK
 DL0284_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DL0284_STAMPING: B 122 1934
 DL0284_MARK LOGO: CGS
 DL0284_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0284
 DL0284  HISTORY     - Date     Condition        Report By
 DL0284  HISTORY     - 1934     MONUMENTED       CGS
 DL0284  HISTORY     - 1964     GOOD             CGS
 DL0284  HISTORY     - 20110421 MARK NOT FOUND   ARHD
 DL0284
 DL0284                          STATION DESCRIPTION
 DL0284
 DL0284'DESCRIBED BY COAST AND 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.
 DL0284
 DL0284                          STATION RECOVERY (2011)
 DL0284
 DL0284'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (SES)
 DL0284'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GG0117 ***********************************************************************
 GG0117  DESIGNATION -  B 124
 GG0117  PID         -  GG0117
 GG0117  STATE/COUNTY-  AR/BENTON
 GG0117  COUNTRY     -  US
 GG0117  USGS QUAD   -  GRAVETTE (2017)
 GG0117
 GG0117                         *CURRENT SURVEY CONTROL
 GG0117  ______________________________________________________________________
 GG0117* NAD 83(1986) POSITION- 36 27 57.     (N) 094 28 00.     (W)   SCALED
 GG0117* NAVD 88 ORTHO HEIGHT -   291.613 (meters)      956.73  (feet) ADJUSTED
 GG0117  ______________________________________________________________________
 GG0117  GEOID HEIGHT    -        -28.328 (meters)                     GEOID18
 GG0117  DYNAMIC HEIGHT  -        291.369 (meters)      955.93  (feet) COMP
 GG0117  MODELED GRAVITY -    979,786.5   (mgal)                       NAVD 88
 GG0117
 GG0117  VERT ORDER      -  SECOND    CLASS 0
 GG0117
 GG0117.The horizontal coordinates were scaled from a map and have
 GG0117.an estimated accuracy of +/- 6 seconds.
 GG0117
 GG0117.The orthometric height was determined by differential leveling and
 GG0117.adjusted by the NATIONAL GEODETIC SURVEY
 GG0117.in June 1991.
 GG0117
 GG0117.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0117.GEOID18 height accuracy estimate available here.
 GG0117
 GG0117.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA685366(NAD 83)
 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
 GG0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0117.See file dsdata.pdf to determine how the superseded data were derived.
 GG0117
 GG0117_MARKER: DB = BENCH MARK DISK
 GG0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0117_STAMPING: B 124 1935
 GG0117_MARK LOGO: CGS
 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             CGS
 GG0117  HISTORY     - 20100413 MARK NOT FOUND   AR-007
 GG0117  HISTORY     - 20150211 MARK NOT FOUND   ARHD
 GG0117
 GG0117                          STATION DESCRIPTION
 GG0117
 GG0117'DESCRIBED BY COAST AND 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.
 GG0117
 GG0117                          STATION RECOVERY (2010)
 GG0117
 GG0117'RECOVERY NOTE BY BENTON COUNTY ARKANSAS 2010 (GT)
 GG0117'MARK NOT FOUND.
 GG0117
 GG0117                          STATION RECOVERY (2015)
 GG0117
 GG0117'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 GG0117'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0765 ***********************************************************************
 FG0765  DESIGNATION -  B 126
 FG0765  PID         -  FG0765
 FG0765  STATE/COUNTY-  AR/POPE
 FG0765  COUNTRY     -  US
 FG0765  USGS QUAD   -  DOVER (2017)
 FG0765
 FG0765                         *CURRENT SURVEY CONTROL
 FG0765  ______________________________________________________________________
 FG0765* NAD 83(1986) POSITION- 35 29 27.     (N) 093 00 23.     (W)   SCALED
 FG0765* NAVD 88 ORTHO HEIGHT -   182.729 (meters)      599.50  (feet) ADJUSTED
 FG0765  ______________________________________________________________________
 FG0765  GEOID HEIGHT    -        -28.650 (meters)                     GEOID18
 FG0765  DYNAMIC HEIGHT  -        182.559 (meters)      598.95  (feet) COMP
 FG0765  MODELED GRAVITY -    979,698.8   (mgal)                       NAVD 88
 FG0765
 FG0765  VERT ORDER      -  SECOND    CLASS 0
 FG0765
 FG0765.The horizontal coordinates were scaled from a map and have
 FG0765.an estimated accuracy of +/- 6 seconds.
 FG0765
 FG0765.The orthometric height was determined by differential leveling and
 FG0765.adjusted by the NATIONAL GEODETIC SURVEY
 FG0765.in June 1991.
 FG0765
 FG0765.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0765.GEOID18 height accuracy estimate available here.
 FG0765
 FG0765.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV994274(NAD 83)
 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
 FG0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0765.See file dsdata.pdf to determine how the superseded data were derived.
 FG0765
 FG0765_MARKER: DB = BENCH MARK DISK
 FG0765_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0765_STAMPING: B 126 1935
 FG0765_MARK LOGO: CGS
 FG0765_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1060 ***********************************************************************
 FG1060  DESIGNATION -  B 127
 FG1060  PID         -  FG1060
 FG1060  STATE/COUNTY-  AR/POPE
 FG1060  COUNTRY     -  US
 FG1060  USGS QUAD   -  DELAWARE (2017)
 FG1060
 FG1060                         *CURRENT SURVEY CONTROL
 FG1060  ______________________________________________________________________
 FG1060* NAD 83(1986) POSITION- 35 22 29.     (N) 093 15 23.     (W)   SCALED
 FG1060* NAVD 88 ORTHO HEIGHT -   209.410 (meters)      687.04  (feet) ADJUSTED
 FG1060  ______________________________________________________________________
 FG1060  GEOID HEIGHT    -        -29.176 (meters)                     GEOID18
 FG1060  DYNAMIC HEIGHT  -        209.211 (meters)      686.39  (feet) COMP
 FG1060  MODELED GRAVITY -    979,679.5   (mgal)                       NAVD 88
 FG1060
 FG1060  VERT ORDER      -  SECOND    CLASS 0
 FG1060
 FG1060.The horizontal coordinates were scaled from a map and have
 FG1060.an estimated accuracy of +/- 6 seconds.
 FG1060
 FG1060.The orthometric height was determined by differential leveling and
 FG1060.adjusted by the NATIONAL GEODETIC SURVEY
 FG1060.in June 1991.
 FG1060
 FG1060.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1060.GEOID18 height accuracy estimate available here.
 FG1060
 FG1060.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV767146(NAD 83)
 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
 FG1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1060.See file dsdata.pdf to determine how the superseded data were derived.
 FG1060
 FG1060_MARKER: DB = BENCH MARK DISK
 FG1060_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG1060_STAMPING: B 127 1935
 FG1060_MARK LOGO: CGS
 FG1060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 DK1025 ***********************************************************************
 DK1025  DESIGNATION -  B 13
 DK1025  PID         -  DK1025
 DK1025  STATE/COUNTY-  AR/ASHLEY
 DK1025  COUNTRY     -  US
 DK1025  USGS QUAD   -  MONTROSE (2017)
 DK1025
 DK1025                         *CURRENT SURVEY CONTROL
 DK1025  ______________________________________________________________________
 DK1025* NAD 83(1986) POSITION- 33 19 52.     (N) 091 29 35.     (W)   SCALED
 DK1025* NAVD 88 ORTHO HEIGHT -    39.427 (meters)      129.35  (feet) ADJUSTED
 DK1025  ______________________________________________________________________
 DK1025  GEOID HEIGHT    -        -25.952 (meters)                     GEOID18
 DK1025  DYNAMIC HEIGHT  -         39.386 (meters)      129.22  (feet) COMP
 DK1025  MODELED GRAVITY -    979,586.8   (mgal)                       NAVD 88
 DK1025
 DK1025  VERT ORDER      -  FIRST     CLASS II
 DK1025
 DK1025.The horizontal coordinates were scaled from a map and have
 DK1025.an estimated accuracy of +/- 6 seconds.
 DK1025
 DK1025.The orthometric height was determined by differential leveling and
 DK1025.adjusted by the NATIONAL GEODETIC SURVEY
 DK1025.in June 1991.
 DK1025
 DK1025.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1025.GEOID18 height accuracy estimate available here.
 DK1025
 DK1025.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS402890(NAD 83)
 DK1025
 DK1025                          SUPERSEDED SURVEY CONTROL
 DK1025
 DK1025  NGVD 29 (11/26/84)   39.537  (m)          129.71   (f) ADJUSTED    1 2
 DK1025
 DK1025.Superseded values are not recommended for survey control.
 DK1025
 DK1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1025.See file dsdata.pdf to determine how the superseded data were derived.
 DK1025
 DK1025_MARKER: DB = BENCH MARK DISK
 DK1025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1025_STAMPING: B 13 1932
 DK1025_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0755 ***********************************************************************
 FG0755  DESIGNATION -  B 130
 FG0755  PID         -  FG0755
 FG0755  STATE/COUNTY-  AR/NEWTON
 FG0755  COUNTRY     -  US
 FG0755  USGS QUAD   -  MOUNT JUDEA (2017)
 FG0755
 FG0755                         *CURRENT SURVEY CONTROL
 FG0755  ______________________________________________________________________
 FG0755* NAD 83(1986) POSITION- 35 57 38.     (N) 093 04 02.     (W)   SCALED
 FG0755* NAVD 88 ORTHO HEIGHT -   292.483 (meters)      959.59  (feet) ADJUSTED
 FG0755  ______________________________________________________________________
 FG0755  GEOID HEIGHT    -        -28.258 (meters)                     GEOID18
 FG0755  DYNAMIC HEIGHT  -        292.218 (meters)      958.72  (feet) COMP
 FG0755  MODELED GRAVITY -    979,719.6   (mgal)                       NAVD 88
 FG0755
 FG0755  VERT ORDER      -  SECOND    CLASS 0
 FG0755
 FG0755.The horizontal coordinates were scaled from a map and have
 FG0755.an estimated accuracy of +/- 6 seconds.
 FG0755
 FG0755.The orthometric height was determined by differential leveling and
 FG0755.adjusted by the NATIONAL GEODETIC SURVEY
 FG0755.in June 1991.
 FG0755
 FG0755.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0755.GEOID18 height accuracy estimate available here.
 FG0755
 FG0755.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV939795(NAD 83)
 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
 FG0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0755.See file dsdata.pdf to determine how the superseded data were derived.
 FG0755
 FG0755_MARKER: DB = BENCH MARK DISK
 FG0755_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0755_STAMPING: B 130 1935
 FG0755_MARK LOGO: CGS
 FG0755_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EK0225 ***********************************************************************
 EK0225  DESIGNATION -  B 132
 EK0225  PID         -  EK0225
 EK0225  STATE/COUNTY-  AR/HOWARD
 EK0225  COUNTRY     -  US
 EK0225  USGS QUAD   -  BAKER SPRINGS (2017)
 EK0225
 EK0225                         *CURRENT SURVEY CONTROL
 EK0225  ______________________________________________________________________
 EK0225* NAD 83(1986) POSITION- 34 16 25.     (N) 094 12 34.     (W)   SCALED
 EK0225* NAVD 88 ORTHO HEIGHT -   239.537 (meters)      785.88  (feet) ADJUSTED
 EK0225  ______________________________________________________________________
 EK0225  GEOID HEIGHT    -        -28.516 (meters)                     GEOID18
 EK0225  DYNAMIC HEIGHT  -        239.292 (meters)      785.08  (feet) COMP
 EK0225  MODELED GRAVITY -    979,605.6   (mgal)                       NAVD 88
 EK0225
 EK0225  VERT ORDER      -  SECOND    CLASS 0
 EK0225
 EK0225.The horizontal coordinates were scaled from a map and have
 EK0225.an estimated accuracy of +/- 6 seconds.
 EK0225
 EK0225.The orthometric height was determined by differential leveling and
 EK0225.adjusted by the NATIONAL GEODETIC SURVEY
 EK0225.in June 1991.
 EK0225
 EK0225.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0225.GEOID18 height accuracy estimate available here.
 EK0225
 EK0225.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT886931(NAD 83)
 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
 EK0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0225.See file dsdata.pdf to determine how the superseded data were derived.
 EK0225
 EK0225_MARKER: DB = BENCH MARK DISK
 EK0225_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EK0225_STAMPING: B 132 1935
 EK0225_MARK LOGO: CGS
 EK0225_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0225
 EK0225  HISTORY     - Date     Condition        Report By
 EK0225  HISTORY     - 1935     MONUMENTED       CGS
 EK0225  HISTORY     - 1961     MARK NOT FOUND   CGS
 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EK0085 ***********************************************************************
 EK0085  DESIGNATION -  B 133
 EK0085  PID         -  EK0085
 EK0085  STATE/COUNTY-  AR/POLK
 EK0085  COUNTRY     -  US
 EK0085  USGS QUAD   -  MENA (2017)
 EK0085
 EK0085                         *CURRENT SURVEY CONTROL
 EK0085  ______________________________________________________________________
 EK0085* NAD 83(1986) POSITION- 34 30 21.     (N) 094 10 58.     (W)   SCALED
 EK0085* NAVD 88 ORTHO HEIGHT -   389.938 (meters)     1279.32  (feet) ADJUSTED
 EK0085  ______________________________________________________________________
 EK0085  GEOID HEIGHT    -        -29.591 (meters)                     GEOID18
 EK0085  DYNAMIC HEIGHT  -        389.516 (meters)     1277.94  (feet) COMP
 EK0085  MODELED GRAVITY -    979,542.5   (mgal)                       NAVD 88
 EK0085
 EK0085  VERT ORDER      -  SECOND    CLASS 0
 EK0085
 EK0085.The horizontal coordinates were scaled from a map and have
 EK0085.an estimated accuracy of +/- 6 seconds.
 EK0085
 EK0085.The orthometric height was determined by differential leveling and
 EK0085.adjusted by the NATIONAL GEODETIC SURVEY
 EK0085.in June 1991.
 EK0085
 EK0085.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0085.GEOID18 height accuracy estimate available here.
 EK0085
 EK0085.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU914188(NAD 83)
 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
 EK0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0085.See file dsdata.pdf to determine how the superseded data were derived.
 EK0085
 EK0085_MARKER: DB = BENCH MARK DISK
 EK0085_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EK0085_STAMPING: B 133 1935
 EK0085_MARK LOGO: CGS
 EK0085_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EK0257 ***********************************************************************
 EK0257  DESIGNATION -  B 134
 EK0257  PID         -  EK0257
 EK0257  STATE/COUNTY-  AR/POLK
 EK0257  COUNTRY     -  US
 EK0257  USGS QUAD   -  NICHOLS MOUNTAIN (2017)
 EK0257
 EK0257                         *CURRENT SURVEY CONTROL
 EK0257  ______________________________________________________________________
 EK0257* NAD 83(1986) POSITION- 34 25 11.     (N) 094 02 18.     (W)   SCALED
 EK0257* NAVD 88 ORTHO HEIGHT -   398.837 (meters)     1308.52  (feet) ADJUSTED
 EK0257  ______________________________________________________________________
 EK0257  GEOID HEIGHT    -        -28.654 (meters)                     GEOID18
 EK0257  DYNAMIC HEIGHT  -        398.416 (meters)     1307.14  (feet) COMP
 EK0257  MODELED GRAVITY -    979,568.1   (mgal)                       NAVD 88
 EK0257
 EK0257  VERT ORDER      -  SECOND    CLASS 0
 EK0257
 EK0257.The horizontal coordinates were scaled from a map and have
 EK0257.an estimated accuracy of +/- 6 seconds.
 EK0257
 EK0257.The orthometric height was determined by differential leveling and
 EK0257.adjusted by the NATIONAL GEODETIC SURVEY
 EK0257.in June 1991.
 EK0257
 EK0257.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0257.GEOID18 height accuracy estimate available here.
 EK0257
 EK0257.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU045091(NAD 83)
 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
 EK0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0257.See file dsdata.pdf to determine how the superseded data were derived.
 EK0257
 EK0257_MARKER: DB = BENCH MARK DISK
 EK0257_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EK0257_SP_SET: ABUTMENT
 EK0257_STAMPING: B 134 1935
 EK0257_MARK LOGO: CGS
 EK0257_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0257
 EK0257  HISTORY     - Date     Condition        Report By
 EK0257  HISTORY     - 1935     MONUMENTED       CGS
 EK0257  HISTORY     - 1961     GOOD             CGS
 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 COAST AND GEODETIC SURVEY 1961
 EK0257'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1542 ***********************************************************************
 EJ1542  DESIGNATION -  B 135
 EJ1542  PID         -  EJ1542
 EJ1542  STATE/COUNTY-  AR/MONTGOMERY
 EJ1542  COUNTRY     -  US
 EJ1542  USGS QUAD   -  PINE RIDGE (2017)
 EJ1542
 EJ1542                         *CURRENT SURVEY CONTROL
 EJ1542  ______________________________________________________________________
 EJ1542* NAD 83(1986) POSITION- 34 30 21.     (N) 093 53 35.     (W)   SCALED
 EJ1542* NAVD 88 ORTHO HEIGHT -   272.836 (meters)      895.13  (feet) ADJUSTED
 EJ1542  ______________________________________________________________________
 EJ1542  GEOID HEIGHT    -        -28.852 (meters)                     GEOID18
 EJ1542  DYNAMIC HEIGHT  -        272.552 (meters)      894.20  (feet) COMP
 EJ1542  MODELED GRAVITY -    979,585.4   (mgal)                       NAVD 88
 EJ1542
 EJ1542  VERT ORDER      -  SECOND    CLASS 0
 EJ1542
 EJ1542.The horizontal coordinates were scaled from a map and have
 EJ1542.an estimated accuracy of +/- 6 seconds.
 EJ1542
 EJ1542.The orthometric height was determined by differential leveling and
 EJ1542.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1542.in June 1991.
 EJ1542
 EJ1542.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1542.GEOID18 height accuracy estimate available here.
 EJ1542
 EJ1542.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU180186(NAD 83)
 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
 EJ1542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1542.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1542
 EJ1542_MARKER: DB = BENCH MARK DISK
 EJ1542_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ1542_STAMPING: B 135 1935
 EJ1542_MARK LOGO: CGS
 EJ1542_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1542
 EJ1542  HISTORY     - Date     Condition        Report By
 EJ1542  HISTORY     - 1935     MONUMENTED       CGS
 EJ1542  HISTORY     - 1961     MARK NOT FOUND   CGS
 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 COAST AND GEODETIC SURVEY 1961
 EJ1542'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1123 ***********************************************************************
 EJ1123  DESIGNATION -  B 137
 EJ1123  PID         -  EJ1123
 EJ1123  STATE/COUNTY-  AR/CLARK
 EJ1123  COUNTRY     -  US
 EJ1123  USGS QUAD   -  AMITY (2017)
 EJ1123
 EJ1123                         *CURRENT SURVEY CONTROL
 EJ1123  ______________________________________________________________________
 EJ1123* NAD 83(1986) POSITION- 34 18 46.     (N) 093 26 32.     (W)   SCALED
 EJ1123* NAVD 88 ORTHO HEIGHT -   144.359 (meters)      473.62  (feet) ADJUSTED
 EJ1123  ______________________________________________________________________
 EJ1123  GEOID HEIGHT    -        -27.593 (meters)                     GEOID18
 EJ1123  DYNAMIC HEIGHT  -        144.213 (meters)      473.14  (feet) COMP
 EJ1123  MODELED GRAVITY -    979,620.3   (mgal)                       NAVD 88
 EJ1123
 EJ1123  VERT ORDER      -  SECOND    CLASS 0
 EJ1123
 EJ1123.The horizontal coordinates were scaled from a map and have
 EJ1123.an estimated accuracy of +/- 6 seconds.
 EJ1123
 EJ1123.The orthometric height was determined by differential leveling and
 EJ1123.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1123.in June 1991.
 EJ1123
 EJ1123.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1123.GEOID18 height accuracy estimate available here.
 EJ1123
 EJ1123.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT593969(NAD 83)
 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
 EJ1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1123.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1123
 EJ1123_MARKER: DB = BENCH MARK DISK
 EJ1123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1123_STAMPING: B 137 1935
 EJ1123_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1227 ***********************************************************************
 EJ1227  DESIGNATION -  B 138
 EJ1227  PID         -  EJ1227
 EJ1227  STATE/COUNTY-  AR/CLARK
 EJ1227  COUNTRY     -  US
 EJ1227  USGS QUAD   -  HOLLYWOOD (2017)
 EJ1227
 EJ1227                         *CURRENT SURVEY CONTROL
 EJ1227  ______________________________________________________________________
 EJ1227* NAD 83(1986) POSITION- 34 05 40.     (N) 093 10 04.     (W)   SCALED
 EJ1227* NAVD 88 ORTHO HEIGHT -   109.659 (meters)      359.77  (feet) ADJUSTED
 EJ1227  ______________________________________________________________________
 EJ1227  GEOID HEIGHT    -        -26.903 (meters)                     GEOID18
 EJ1227  DYNAMIC HEIGHT  -        109.549 (meters)      359.41  (feet) COMP
 EJ1227  MODELED GRAVITY -    979,632.4   (mgal)                       NAVD 88
 EJ1227
 EJ1227  VERT ORDER      -  SECOND    CLASS 0
 EJ1227
 EJ1227.The horizontal coordinates were scaled from a map and have
 EJ1227.an estimated accuracy of +/- 6 seconds.
 EJ1227
 EJ1227.The orthometric height was determined by differential leveling and
 EJ1227.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1227.in June 1991.
 EJ1227
 EJ1227.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1227.GEOID18 height accuracy estimate available here.
 EJ1227
 EJ1227.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT845726(NAD 83)
 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
 EJ1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1227.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1227
 EJ1227_MARKER: DB = BENCH MARK DISK
 EJ1227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1227_STAMPING: B 138 1935
 EJ1227_MARK LOGO: CGS
 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   CGS
 EJ1227  HISTORY     - 1964     MARK NOT FOUND   CGS
 EJ1227  HISTORY     - 20110921 MARK NOT FOUND   ARHD
 EJ1227
 EJ1227                          STATION DESCRIPTION
 EJ1227
 EJ1227'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1964
 EJ1227'MARK NOT FOUND.
 EJ1227
 EJ1227                          STATION RECOVERY (2011)
 EJ1227
 EJ1227'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (AMC)
 EJ1227'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH2335 ***********************************************************************
 EH2335  DESIGNATION -  B 14
 EH2335  PID         -  EH2335
 EH2335  STATE/COUNTY-  AR/ARKANSAS
 EH2335  COUNTRY     -  US
 EH2335  USGS QUAD   -  STUTTGART NORTH (2017)
 EH2335
 EH2335                         *CURRENT SURVEY CONTROL
 EH2335  ______________________________________________________________________
 EH2335* NAD 83(1986) POSITION- 34 30 00.1    (N) 091 33 05.5    (W)   HD_HELD2
 EH2335* NAVD 88 ORTHO HEIGHT -    66.059 (meters)      216.73  (feet) ADJUSTED
 EH2335  ______________________________________________________________________
 EH2335  GEOID HEIGHT    -        -26.573 (meters)                     GEOID18
 EH2335  DYNAMIC HEIGHT  -         65.996 (meters)      216.52  (feet) COMP
 EH2335  MODELED GRAVITY -    979,680.6   (mgal)                       NAVD 88
 EH2335
 EH2335  VERT ORDER      -  FIRST     CLASS II
 EH2335
 EH2335.The horizontal coordinates were established by autonomous hand held GPS
 EH2335.observations and have an estimated accuracy of +/- 10 meters.
 EH2335
 EH2335.The orthometric height was determined by differential leveling and
 EH2335.adjusted by the NATIONAL GEODETIC SURVEY
 EH2335.in August 1993.
 EH2335
 EH2335.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2335.GEOID18 height accuracy estimate available here.
 EH2335
 EH2335.Click photographs - Photos may exist for this station.
 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     -   603,436.      441,186.      MT  (+/- 10 meters HH2 GPS)
 EH2335
 EH2335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU3297918552(NAD 83)
 EH2335
 EH2335                          SUPERSEDED SURVEY CONTROL
 EH2335
 EH2335  NAVD 88 (06/15/91)   66.061  (m)          216.74   (f) SUPERSEDED  1 2
 EH2335  NGVD 29 (11/26/84)   66.089  (m)          216.83   (f) ADJUSTED    1 2
 EH2335
 EH2335.Superseded values are not recommended for survey control.
 EH2335
 EH2335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2335.See file dsdata.pdf to determine how the superseded data were derived.
 EH2335
 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_MARK LOGO: CGS
 EH2335_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2335_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH2335+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2020
 EH2335
 EH2335  HISTORY     - Date     Condition        Report By
 EH2335  HISTORY     - 1932     MONUMENTED       CGS
 EH2335  HISTORY     - 1954     GOOD             CGS
 EH2335  HISTORY     - 20020405 GOOD             USACE
 EH2335  HISTORY     - 20080922 GOOD             NGS
 EH2335  HISTORY     - 20140719 GOOD             GEOCAC
 EH2335  HISTORY     - 20200819 GOOD             NGS
 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.
 EH2335
 EH2335                          STATION RECOVERY (2008)
 EH2335
 EH2335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2008 (JBW)
 EH2335'4.6 METERS NORTHWEST OF A FLAG POLE.7.5 METERS NORTH OF THE EAST
 EH2335'ENTRANCE TO THE COURT HOUSE.
 EH2335
 EH2335                          STATION RECOVERY (2014)
 EH2335
 EH2335'RECOVERY NOTE BY GEOCACHING 2014 (RCF)
 EH2335'IN THE EAST FACE OF THE NORTHERN DISTRICT COURTHOUSE, 302 S COLLEGE
 EH2335'AVE.
 EH2335
 EH2335                          STATION RECOVERY (2020)
 EH2335
 EH2335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2020 (BW)
 EH2335'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1119 ***********************************************************************
 EJ1119  DESIGNATION -  B 140
 EJ1119  PID         -  EJ1119
 EJ1119  STATE/COUNTY-  AR/GARLAND
 EJ1119  COUNTRY     -  US
 EJ1119  USGS QUAD   -  HOT SPRINGS SOUTH (2017)
 EJ1119
 EJ1119                         *CURRENT SURVEY CONTROL
 EJ1119  ______________________________________________________________________
 EJ1119* NAD 83(1986) POSITION- 34 28 34.     (N) 093 01 28.     (W)   SCALED
 EJ1119* NAVD 88 ORTHO HEIGHT -   156.468 (meters)      513.35  (feet) ADJUSTED
 EJ1119  ______________________________________________________________________
 EJ1119  GEOID HEIGHT    -        -27.080 (meters)                     GEOID18
 EJ1119  DYNAMIC HEIGHT  -        156.316 (meters)      512.85  (feet) COMP
 EJ1119  MODELED GRAVITY -    979,657.8   (mgal)                       NAVD 88
 EJ1119
 EJ1119  VERT ORDER      -  SECOND    CLASS 0
 EJ1119
 EJ1119.The horizontal coordinates were scaled from a map and have
 EJ1119.an estimated accuracy of +/- 6 seconds.
 EJ1119
 EJ1119.The orthometric height was determined by differential leveling and
 EJ1119.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1119.in June 1991.
 EJ1119
 EJ1119.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1119.GEOID18 height accuracy estimate available here.
 EJ1119
 EJ1119.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU977149(NAD 83)
 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
 EJ1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1119.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1119
 EJ1119_MARKER: DB = BENCH MARK DISK
 EJ1119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1119_STAMPING: B 140 1935
 EJ1119_MARK LOGO: CGS
 EJ1119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1119+STABILITY: SURFACE MOTION
 EJ1119_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EJ1119+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2011
 EJ1119
 EJ1119  HISTORY     - Date     Condition        Report By
 EJ1119  HISTORY     - 1935     MONUMENTED       CGS
 EJ1119  HISTORY     - 1965     GOOD             CGS
 EJ1119  HISTORY     - 20111115 GOOD             BFENG
 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 COAST AND GEODETIC SURVEY 1965
 EJ1119'RECOVERED IN GOOD CONDITION.
 EJ1119
 EJ1119                          STATION RECOVERY (2011)
 EJ1119
 EJ1119'RECOVERY NOTE BY B AND F ENGINEERING 2011 (KDW)
 EJ1119'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1422 ***********************************************************************
 FG1422  DESIGNATION -  B 142
 FG1422  PID         -  FG1422
 FG1422  STATE/COUNTY-  AR/FRANKLIN
 FG1422  COUNTRY     -  US
 FG1422  USGS QUAD   -  BIDVILLE (2017)
 FG1422
 FG1422                         *CURRENT SURVEY CONTROL
 FG1422  ______________________________________________________________________
 FG1422* NAD 83(1986) POSITION- 35 40 07.7    (N) 093 52 29.9    (W)   HD_HELD2
 FG1422* NAVD 88 ORTHO HEIGHT -   504.685 (meters)     1655.79  (feet) ADJUSTED
 FG1422  ______________________________________________________________________
 FG1422  GEOID HEIGHT    -        -28.535 (meters)                     GEOID18
 FG1422  DYNAMIC HEIGHT  -        504.201 (meters)     1654.20  (feet) COMP
 FG1422  MODELED GRAVITY -    979,658.4   (mgal)                       NAVD 88
 FG1422
 FG1422  VERT ORDER      -  SECOND    CLASS 0
 FG1422
 FG1422.The horizontal coordinates were established by autonomous hand held GPS
 FG1422.observations and have an estimated accuracy of +/- 10 meters.
 FG1422
 FG1422.The orthometric height was determined by differential leveling and
 FG1422.adjusted by the NATIONAL GEODETIC SURVEY
 FG1422.in June 1991.
 FG1422
 FG1422.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1422.GEOID18 height accuracy estimate available here.
 FG1422
 FG1422.Click photographs - Photos may exist for this station.
 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     -   149,776.      230,263.      MT  (+/- 10 meters HH2 GPS)
 FG1422
 FG1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV2081147567(NAD 83)
 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
 FG1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1422.See file dsdata.pdf to determine how the superseded data were derived.
 FG1422
 FG1422_MARKER: DB = BENCH MARK DISK
 FG1422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1422_STAMPING: B 142 1935
 FG1422_MARK LOGO: CGS
 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             CGS
 FG1422  HISTORY     - 1972     MARK NOT FOUND   NGS
 FG1422
 FG1422                          STATION DESCRIPTION
 FG1422
 FG1422'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FH0075 ***********************************************************************
 FH0075  DESIGNATION -  B 144
 FH0075  PID         -  FH0075
 FH0075  STATE/COUNTY-  AR/WASHINGTON
 FH0075  COUNTRY     -  US
 FH0075  USGS QUAD   -  BRENTWOOD (2017)
 FH0075
 FH0075                         *CURRENT SURVEY CONTROL
 FH0075  ______________________________________________________________________
 FH0075* NAD 83(1986) POSITION- 35 49 05.     (N) 094 04 55.     (W)   SCALED
 FH0075* NAVD 88 ORTHO HEIGHT -   562.461 (meters)     1845.34  (feet) ADJUSTED
 FH0075  ______________________________________________________________________
 FH0075  GEOID HEIGHT    -        -28.104 (meters)                     GEOID18
 FH0075  DYNAMIC HEIGHT  -        561.926 (meters)     1843.59  (feet) COMP
 FH0075  MODELED GRAVITY -    979,663.5   (mgal)                       NAVD 88
 FH0075
 FH0075  VERT ORDER      -  SECOND    CLASS 0
 FH0075
 FH0075.The horizontal coordinates were scaled from a map and have
 FH0075.an estimated accuracy of +/- 6 seconds.
 FH0075
 FH0075.The orthometric height was determined by differential leveling and
 FH0075.adjusted by the NATIONAL GEODETIC SURVEY
 FH0075.in June 1991.
 FH0075
 FH0075.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0075.GEOID18 height accuracy estimate available here.
 FH0075
 FH0075.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV022643(NAD 83)
 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
 FH0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0075.See file dsdata.pdf to determine how the superseded data were derived.
 FH0075
 FH0075_MARKER: DB = BENCH MARK DISK
 FH0075_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FH0075_STAMPING: B 144 1935
 FH0075_MARK LOGO: CGS
 FH0075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0075
 FH0075  HISTORY     - Date     Condition        Report By
 FH0075  HISTORY     - 1935     MONUMENTED       CGS
 FH0075  HISTORY     - 1960     GOOD             CGS
 FH0075
 FH0075                          STATION DESCRIPTION
 FH0075
 FH0075'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG1362 ***********************************************************************
 FG1362  DESIGNATION -  B 145
 FG1362  PID         -  FG1362
 FG1362  STATE/COUNTY-  AR/MADISON
 FG1362  COUNTRY     -  US
 FG1362  USGS QUAD   -  WEATHERS (2017)
 FG1362
 FG1362                         *CURRENT SURVEY CONTROL
 FG1362  ______________________________________________________________________
 FG1362* NAD 83(1986) POSITION- 35 59 59.     (N) 093 32 34.     (W)   SCALED
 FG1362* NAVD 88 ORTHO HEIGHT -   426.799 (meters)     1400.26  (feet) ADJUSTED
 FG1362  ______________________________________________________________________
 FG1362  GEOID HEIGHT    -        -27.919 (meters)                     GEOID18
 FG1362  DYNAMIC HEIGHT  -        426.404 (meters)     1398.96  (feet) COMP
 FG1362  MODELED GRAVITY -    979,693.0   (mgal)                       NAVD 88
 FG1362
 FG1362  VERT ORDER      -  SECOND    CLASS 0
 FG1362
 FG1362.The horizontal coordinates were scaled from a map and have
 FG1362.an estimated accuracy of +/- 6 seconds.
 FG1362
 FG1362.The orthometric height was determined by differential leveling and
 FG1362.adjusted by the NATIONAL GEODETIC SURVEY
 FG1362.in June 1991.
 FG1362
 FG1362.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1362.GEOID18 height accuracy estimate available here.
 FG1362
 FG1362.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV510840(NAD 83)
 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
 FG1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1362.See file dsdata.pdf to determine how the superseded data were derived.
 FG1362
 FG1362_MARKER: DB = BENCH MARK DISK
 FG1362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1362_STAMPING: B 145 1935
 FG1362_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0715 ***********************************************************************
 FG0715  DESIGNATION -  B 146
 FG0715  PID         -  FG0715
 FG0715  STATE/COUNTY-  AR/NEWTON
 FG0715  COUNTRY     -  US
 FG0715  USGS QUAD   -  EULA (2017)
 FG0715
 FG0715                         *CURRENT SURVEY CONTROL
 FG0715  ______________________________________________________________________
 FG0715* NAD 83(1986) POSITION- 35 55 55.28   (N) 092 59 32.23   (W)   HD_HELD1
 FG0715* NAVD 88 ORTHO HEIGHT -   258.095 (meters)      846.77  (feet) ADJUSTED
 FG0715  ______________________________________________________________________
 FG0715  GEOID HEIGHT    -        -28.245 (meters)                     GEOID18
 FG0715  DYNAMIC HEIGHT  -        257.859 (meters)      845.99  (feet) COMP
 FG0715  MODELED GRAVITY -    979,714.1   (mgal)                       NAVD 88
 FG0715
 FG0715  VERT ORDER      -  SECOND    CLASS 0
 FG0715
 FG0715.The horizontal coordinates were determined by differentially corrected
 FG0715.hand held GPS observations or other comparable positioning techniques
 FG0715.and have an estimated accuracy of +/- 3 meters.
 FG0715
 FG0715.The orthometric height was determined by differential leveling and
 FG0715.adjusted by the NATIONAL GEODETIC SURVEY
 FG0715.in June 1991.
 FG0715
 FG0715.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0715.GEOID18 height accuracy estimate available here.
 FG0715
 FG0715.Click photographs - Photos may exist for this station.
 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     -   177,814.4     310,460.7     MT  (+/- 3 meters HH1 GPS) 
 FG0715
 FG0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV0069576408(NAD 83)
 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
 FG0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0715.See file dsdata.pdf to determine how the superseded data were derived.
 FG0715
 FG0715_MARKER: DB = BENCH MARK DISK
 FG0715_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0715_STAMPING: B 146 1935
 FG0715_MARK LOGO: CGS
 FG0715_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0715
 FG0715  HISTORY     - Date     Condition        Report By
 FG0715  HISTORY     - 1935     MONUMENTED       CGS
 FG0715  HISTORY     - 1935     GOOD             CGS
 FG0715  HISTORY     - 1976     MARK NOT FOUND   USGS
 FG0715
 FG0715                          STATION DESCRIPTION
 FG0715
 FG0715'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG0758 ***********************************************************************
 FG0758  DESIGNATION -  B 147
 FG0758  PID         -  FG0758
 FG0758  STATE/COUNTY-  AR/NEWTON
 FG0758  COUNTRY     -  US
 FG0758  USGS QUAD   -  LURTON (2017)
 FG0758
 FG0758                         *CURRENT SURVEY CONTROL
 FG0758  ______________________________________________________________________
 FG0758* NAD 83(1986) POSITION- 35 45 11.     (N) 093 02 23.     (W)   SCALED
 FG0758* NAVD 88 ORTHO HEIGHT -   468.109 (meters)     1535.79  (feet) ADJUSTED
 FG0758  ______________________________________________________________________
 FG0758  GEOID HEIGHT    -        -28.087 (meters)                     GEOID18
 FG0758  DYNAMIC HEIGHT  -        467.652 (meters)     1534.29  (feet) COMP
 FG0758  MODELED GRAVITY -    979,643.0   (mgal)                       NAVD 88
 FG0758
 FG0758  VERT ORDER      -  SECOND    CLASS 0
 FG0758
 FG0758.The horizontal coordinates were scaled from a map and have
 FG0758.an estimated accuracy of +/- 6 seconds.
 FG0758
 FG0758.The orthometric height was determined by differential leveling and
 FG0758.adjusted by the NATIONAL GEODETIC SURVEY
 FG0758.in June 1991.
 FG0758
 FG0758.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0758.GEOID18 height accuracy estimate available here.
 FG0758
 FG0758.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV964565(NAD 83)
 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
 FG0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0758.See file dsdata.pdf to determine how the superseded data were derived.
 FG0758
 FG0758_MARKER: DB = BENCH MARK DISK
 FG0758_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0758_STAMPING: B 147 1935
 FG0758_MARK LOGO: CGS
 FG0758_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0658 ***********************************************************************
 FG0658  DESIGNATION -  B 148
 FG0658  PID         -  FG0658
 FG0658  STATE/COUNTY-  AR/POPE
 FG0658  COUNTRY     -  US
 FG0658  USGS QUAD   -  TILLY (2017)
 FG0658
 FG0658                         *CURRENT SURVEY CONTROL
 FG0658  ______________________________________________________________________
 FG0658* NAD 83(1986) POSITION- 35 40 40.60   (N) 092 50 58.34   (W)   HD_HELD1
 FG0658* NAVD 88 ORTHO HEIGHT -   590.283 (meters)     1936.62  (feet) ADJUSTED
 FG0658  ______________________________________________________________________
 FG0658  GEOID HEIGHT    -        -28.034 (meters)                     GEOID18
 FG0658  DYNAMIC HEIGHT  -        589.703 (meters)     1934.72  (feet) COMP
 FG0658  MODELED GRAVITY -    979,631.2   (mgal)                       NAVD 88
 FG0658
 FG0658  VERT ORDER      -  SECOND    CLASS 0
 FG0658
 FG0658.The horizontal coordinates were determined by differentially corrected
 FG0658.hand held GPS observations or other comparable positioning techniques
 FG0658.and have an estimated accuracy of +/- 3 meters.
 FG0658
 FG0658.The orthometric height was determined by differential leveling and
 FG0658.adjusted by the NATIONAL GEODETIC SURVEY
 FG0658.in June 1991.
 FG0658
 FG0658.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0658.GEOID18 height accuracy estimate available here.
 FG0658
 FG0658.Click photographs - Photos may exist for this station.
 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     -   149,505.2     323,098.0     MT  (+/- 3 meters HH1 GPS) 
 FG0658
 FG0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV1361548239(NAD 83)
 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
 FG0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0658.See file dsdata.pdf to determine how the superseded data were derived.
 FG0658
 FG0658_MARKER: DB = BENCH MARK DISK
 FG0658_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0658_STAMPING: B 148 1935
 FG0658_MARK LOGO: CGS
 FG0658_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0658_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FG0658+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2016
 FG0658
 FG0658  HISTORY     - Date     Condition        Report By
 FG0658  HISTORY     - 1935     MONUMENTED       CGS
 FG0658  HISTORY     - 20160107 GOOD             ARHD
 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.
 FG0658
 FG0658                          STATION RECOVERY (2016)
 FG0658
 FG0658'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 FG0658'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0647 ***********************************************************************
 FG0647  DESIGNATION -  B 149
 FG0647  PID         -  FG0647
 FG0647  STATE/COUNTY-  AR/SEARCY
 FG0647  COUNTRY     -  US
 FG0647  USGS QUAD   -  WITTS SPRINGS (2017)
 FG0647
 FG0647                         *CURRENT SURVEY CONTROL
 FG0647  ______________________________________________________________________
 FG0647* NAD 83(1986) POSITION- 35 48 54.71   (N) 092 51 31.80   (W)   HD_HELD1
 FG0647* NAVD 88 ORTHO HEIGHT -   584.287 (meters)     1916.95  (feet) ADJUSTED
 FG0647  ______________________________________________________________________
 FG0647  GEOID HEIGHT    -        -28.012 (meters)                     GEOID18
 FG0647  DYNAMIC HEIGHT  -        583.726 (meters)     1915.11  (feet) COMP
 FG0647  MODELED GRAVITY -    979,654.2   (mgal)                       NAVD 88
 FG0647
 FG0647  VERT ORDER      -  SECOND    CLASS 0
 FG0647
 FG0647.The horizontal coordinates were determined by differentially corrected
 FG0647.hand held GPS observations or other comparable positioning techniques
 FG0647.and have an estimated accuracy of +/- 3 meters.
 FG0647
 FG0647.The orthometric height was determined by differential leveling and
 FG0647.adjusted by the NATIONAL GEODETIC SURVEY
 FG0647.in June 1991.
 FG0647
 FG0647.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0647.GEOID18 height accuracy estimate available here.
 FG0647
 FG0647.Click photographs - Photos may exist for this station.
 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     -   164,739.8     322,389.5     MT  (+/- 3 meters HH1 GPS) 
 FG0647
 FG0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV1275263460(NAD 83)
 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
 FG0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0647.See file dsdata.pdf to determine how the superseded data were derived.
 FG0647
 FG0647_MARKER: DB = BENCH MARK DISK
 FG0647_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0647_STAMPING: B 149 1935
 FG0647_MARK LOGO: CGS
 FG0647_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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'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 = MARCH 20, 2026 22:17:28 EDT
 EJ0742 ***********************************************************************
 EJ0742  DESIGNATION -  B 152
 EJ0742  PID         -  EJ0742
 EJ0742  STATE/COUNTY-  AR/HOT SPRING
 EJ0742  COUNTRY     -  US
 EJ0742  USGS QUAD   -  SOCIAL HILL (2017)
 EJ0742
 EJ0742                         *CURRENT SURVEY CONTROL
 EJ0742  ______________________________________________________________________
 EJ0742* NAD 83(1986) POSITION- 34 15 23.     (N) 092 57 47.     (W)   SCALED
 EJ0742* NAVD 88 ORTHO HEIGHT -    80.756 (meters)      264.95  (feet) ADJUSTED
 EJ0742  ______________________________________________________________________
 EJ0742  GEOID HEIGHT    -        -26.710 (meters)                     GEOID18
 EJ0742  DYNAMIC HEIGHT  -         80.677 (meters)      264.69  (feet) COMP
 EJ0742  MODELED GRAVITY -    979,655.8   (mgal)                       NAVD 88
 EJ0742
 EJ0742  VERT ORDER      -  SECOND    CLASS 0
 EJ0742
 EJ0742.The horizontal coordinates were scaled from a map and have
 EJ0742.an estimated accuracy of +/- 6 seconds.
 EJ0742
 EJ0742.The orthometric height was determined by differential leveling and
 EJ0742.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0742.in June 1991.
 EJ0742
 EJ0742.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0742.GEOID18 height accuracy estimate available here.
 EJ0742
 EJ0742.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT034905(NAD 83)
 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
 EJ0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0742.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0742
 EJ0742_MARKER: DB = BENCH MARK DISK
 EJ0742_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0742_STAMPING: B 152 1935
 EJ0742_MARK LOGO: CGS
 EJ0742_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0742
 EJ0742  HISTORY     - Date     Condition        Report By
 EJ0742  HISTORY     - 1935     MONUMENTED       CGS
 EJ0742  HISTORY     - 20160122 MARK NOT FOUND   ARHD
 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.
 EJ0742
 EJ0742                          STATION RECOVERY (2016)
 EJ0742
 EJ0742'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 EJ0742'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0457 ***********************************************************************
 GF0457  DESIGNATION -  B 156
 GF0457  PID         -  GF0457
 GF0457  STATE/COUNTY-  AR/MADISON
 GF0457  COUNTRY     -  US
 GF0457  USGS QUAD   -  KINGSTON (2017)
 GF0457
 GF0457                         *CURRENT SURVEY CONTROL
 GF0457  ______________________________________________________________________
 GF0457* NAD 83(1986) POSITION- 36 03 19.1    (N) 093 30 27.4    (W)   HD_HELD2
 GF0457* NAVD 88 ORTHO HEIGHT -   426.328 (meters)     1398.71  (feet) ADJUSTED
 GF0457  ______________________________________________________________________
 GF0457  GEOID HEIGHT    -        -27.947 (meters)                     GEOID18
 GF0457  DYNAMIC HEIGHT  -        425.937 (meters)     1397.43  (feet) COMP
 GF0457  MODELED GRAVITY -    979,701.9   (mgal)                       NAVD 88
 GF0457
 GF0457  VERT ORDER      -  SECOND    CLASS 0
 GF0457
 GF0457.The horizontal coordinates were established by autonomous hand held GPS
 GF0457.observations and have an estimated accuracy of +/- 10 meters.
 GF0457
 GF0457.The orthometric height was determined by differential leveling and
 GF0457.adjusted by the NATIONAL GEODETIC SURVEY
 GF0457.in June 1991.
 GF0457
 GF0457.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0457.GEOID18 height accuracy estimate available here.
 GF0457
 GF0457.Click photographs - Photos may exist for this station.
 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     -   192,082.      264,173.      MT  (+/- 10 meters HH2 GPS)
 GF0457
 GF0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV5428190201(NAD 83)
 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
 GF0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0457.See file dsdata.pdf to determine how the superseded data were derived.
 GF0457
 GF0457_MARKER: DB = BENCH MARK DISK
 GF0457_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GF0457_STAMPING: B 156 1935
 GF0457_MARK LOGO: CGS
 GF0457_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0457_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GF0457+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2025
 GF0457
 GF0457  HISTORY     - Date     Condition        Report By
 GF0457  HISTORY     - 1935     MONUMENTED       CGS
 GF0457  HISTORY     - 1935     GOOD             CGS
 GF0457  HISTORY     - 1987     GOOD             USPSQD
 GF0457  HISTORY     - 1989     GOOD             USPSQD
 GF0457  HISTORY     - 20250729 GOOD             ARHD
 GF0457
 GF0457                          STATION DESCRIPTION
 GF0457
 GF0457'DESCRIBED BY COAST AND 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.
 GF0457
 GF0457                          STATION RECOVERY (2025)
 GF0457
 GF0457'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2025 (JH)
 GF0457'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0534 ***********************************************************************
 GF0534  DESIGNATION -  B 157
 GF0534  PID         -  GF0534
 GF0534  STATE/COUNTY-  AR/CARROLL
 GF0534  COUNTRY     -  US
 GF0534  USGS QUAD   -  EUREKA SPRINGS (2017)
 GF0534
 GF0534                         *CURRENT SURVEY CONTROL
 GF0534  ______________________________________________________________________
 GF0534* NAD 83(1986) POSITION- 36 23 52.68   (N) 093 42 00.66   (W)   HD_HELD1
 GF0534* NAVD 88 ORTHO HEIGHT -   465.762 (meters)     1528.09  (feet) ADJUSTED
 GF0534  ______________________________________________________________________
 GF0534  GEOID HEIGHT    -        -28.254 (meters)                     GEOID18
 GF0534  DYNAMIC HEIGHT  -        465.348 (meters)     1526.73  (feet) COMP
 GF0534  MODELED GRAVITY -    979,728.0   (mgal)                       NAVD 88
 GF0534
 GF0534  VERT ORDER      -  SECOND    CLASS 0
 GF0534
 GF0534.The horizontal coordinates were determined by differentially corrected
 GF0534.hand held GPS observations or other comparable positioning techniques
 GF0534.and have an estimated accuracy of +/- 3 meters.
 GF0534
 GF0534.The orthometric height was determined by differential leveling and
 GF0534.adjusted by the NATIONAL GEODETIC SURVEY
 GF0534.in June 1991.
 GF0534
 GF0534.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0534.GEOID18 height accuracy estimate available here.
 GF0534
 GF0534.Click photographs - Photos may exist for this station.
 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     -   230,381.7     247,481.1     MT  (+/- 3 meters HH1 GPS) 
 GF0534
 GF0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA3721228317(NAD 83)
 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
 GF0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0534.See file dsdata.pdf to determine how the superseded data were derived.
 GF0534
 GF0534_MARKER: DB = BENCH MARK DISK
 GF0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0534_STAMPING: B 157 1935
 GF0534_MARK LOGO: CGS
 GF0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0534+STABILITY: SURFACE MOTION
 GF0534_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GF0534+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2014
 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  HISTORY     - 20071026 GOOD             GEOCAC
 GF0534  HISTORY     - 20090129 GOOD             JCLS
 GF0534  HISTORY     - 20140408 GOOD             ARHD
 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.
 GF0534
 GF0534                          STATION RECOVERY (2007)
 GF0534
 GF0534'RECOVERY NOTE BY GEOCACHING 2007 (CB)
 GF0534'MARK IN GOOD SHAPE
 GF0534
 GF0534                          STATION RECOVERY (2009)
 GF0534
 GF0534'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2009
 GF0534'RECOVERED IN GOOD CONDITION.
 GF0534
 GF0534                          STATION RECOVERY (2014)
 GF0534
 GF0534'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (JDH)
 GF0534'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0427 ***********************************************************************
 GF0427  DESIGNATION -  B 158
 GF0427  PID         -  GF0427
 GF0427  STATE/COUNTY-  AR/CARROLL
 GF0427  COUNTRY     -  US
 GF0427  USGS QUAD   -  OSAGE (2017)
 GF0427
 GF0427                         *CURRENT SURVEY CONTROL
 GF0427  ______________________________________________________________________
 GF0427* NAD 83(1986) POSITION- 36 12 49.     (N) 093 29 09.     (W)   SCALED
 GF0427* NAVD 88 ORTHO HEIGHT -   439.686 (meters)     1442.54  (feet) ADJUSTED
 GF0427  ______________________________________________________________________
 GF0427  GEOID HEIGHT    -        -28.071 (meters)                     GEOID18
 GF0427  DYNAMIC HEIGHT  -        439.285 (meters)     1441.22  (feet) COMP
 GF0427  MODELED GRAVITY -    979,707.0   (mgal)                       NAVD 88
 GF0427
 GF0427  VERT ORDER      -  SECOND    CLASS 0
 GF0427
 GF0427.The horizontal coordinates were scaled from a map and have
 GF0427.an estimated accuracy of +/- 6 seconds.
 GF0427
 GF0427.The orthometric height was determined by differential leveling and
 GF0427.adjusted by the NATIONAL GEODETIC SURVEY
 GF0427.in June 1991.
 GF0427
 GF0427.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0427.GEOID18 height accuracy estimate available here.
 GF0427
 GF0427.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA563077(NAD 83)
 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
 GF0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0427.See file dsdata.pdf to determine how the superseded data were derived.
 GF0427
 GF0427_MARKER: DB = BENCH MARK DISK
 GF0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0427_STAMPING: B 158 1935
 GF0427_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1032 ***********************************************************************
 EJ1032  DESIGNATION -  B 159
 EJ1032  PID         -  EJ1032
 EJ1032  STATE/COUNTY-  AR/MONTGOMERY
 EJ1032  COUNTRY     -  US
 EJ1032  USGS QUAD   -  MCGRAW MOUNTAIN (2017)
 EJ1032
 EJ1032                         *CURRENT SURVEY CONTROL
 EJ1032  ______________________________________________________________________
 EJ1032* NAD 83(1986) POSITION- 34 35 50.     (N) 093 24 41.     (W)   SCALED
 EJ1032* NAVD 88 ORTHO HEIGHT -   151.958 (meters)      498.55  (feet) ADJUSTED
 EJ1032  ______________________________________________________________________
 EJ1032  GEOID HEIGHT    -        -28.251 (meters)                     GEOID18
 EJ1032  DYNAMIC HEIGHT  -        151.806 (meters)      498.05  (feet) COMP
 EJ1032  MODELED GRAVITY -    979,631.6   (mgal)                       NAVD 88
 EJ1032
 EJ1032  VERT ORDER      -  SECOND    CLASS 0
 EJ1032
 EJ1032.The horizontal coordinates were scaled from a map and have
 EJ1032.an estimated accuracy of +/- 6 seconds.
 EJ1032
 EJ1032.The orthometric height was determined by differential leveling and
 EJ1032.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1032.in June 1991.
 EJ1032
 EJ1032.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1032.GEOID18 height accuracy estimate available here.
 EJ1032
 EJ1032.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU622284(NAD 83)
 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
 EJ1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1032.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1032
 EJ1032_MARKER: DB = BENCH MARK DISK
 EJ1032_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ1032_STAMPING: B 159 1935
 EJ1032_MARK LOGO: CGS
 EJ1032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1178 ***********************************************************************
 FF1178  DESIGNATION -  B 16
 FF1178  PID         -  FF1178
 FF1178  STATE/COUNTY-  AR/CROSS
 FF1178  COUNTRY     -  US
 FF1178  USGS QUAD   -  TILTON (2017)
 FF1178
 FF1178                         *CURRENT SURVEY CONTROL
 FF1178  ______________________________________________________________________
 FF1178* NAD 83(1986) POSITION- 35 15 07.     (N) 091 01 46.     (W)   SCALED
 FF1178* NAVD 88 ORTHO HEIGHT -    66.189 (meters)      217.16  (feet) ADJUSTED
 FF1178  ______________________________________________________________________
 FF1178  GEOID HEIGHT    -        -27.256 (meters)                     GEOID18
 FF1178  DYNAMIC HEIGHT  -         66.129 (meters)      216.96  (feet) COMP
 FF1178  MODELED GRAVITY -    979,737.9   (mgal)                       NAVD 88
 FF1178
 FF1178  VERT ORDER      -  FIRST     CLASS II
 FF1178
 FF1178.The horizontal coordinates were scaled from a map and have
 FF1178.an estimated accuracy of +/- 6 seconds.
 FF1178
 FF1178.The orthometric height was determined by differential leveling and
 FF1178.adjusted by the NATIONAL GEODETIC SURVEY
 FF1178.in June 1991.
 FF1178
 FF1178.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1178.GEOID18 height accuracy estimate available here.
 FF1178
 FF1178.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV792027(NAD 83)
 FF1178
 FF1178                          SUPERSEDED SURVEY CONTROL
 FF1178
 FF1178  NGVD 29 (11/26/84)   66.153  (m)          217.04   (f) ADJUSTED    1 2
 FF1178
 FF1178.Superseded values are not recommended for survey control.
 FF1178
 FF1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1178.See file dsdata.pdf to determine how the superseded data were derived.
 FF1178
 FF1178_MARKER: DB = BENCH MARK DISK
 FF1178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1178_STAMPING: 216.936 B 16 1932
 FF1178_MARK LOGO: CGS
 FF1178_PROJECTION: PROJECTING 8 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2200 ***********************************************************************
 EH2200  DESIGNATION -  B 16
 EH2200  PID         -  EH2200
 EH2200  STATE/COUNTY-  AR/PRAIRIE
 EH2200  COUNTRY     -  US
 EH2200  USGS QUAD   -  HAZEN (2017)
 EH2200
 EH2200                         *CURRENT SURVEY CONTROL
 EH2200  ______________________________________________________________________
 EH2200* NAD 83(1986) POSITION- 34 46 40.     (N) 091 36 18.     (W)   SCALED
 EH2200* NAVD 88 ORTHO HEIGHT -    70.252 (meters)      230.49  (feet) ADJUSTED
 EH2200  ______________________________________________________________________
 EH2200  GEOID HEIGHT    -        -26.934 (meters)                     GEOID18
 EH2200  DYNAMIC HEIGHT  -         70.186 (meters)      230.27  (feet) COMP
 EH2200  MODELED GRAVITY -    979,693.7   (mgal)                       NAVD 88
 EH2200
 EH2200  VERT ORDER      -  FIRST     CLASS II
 EH2200
 EH2200.The horizontal coordinates were scaled from a map and have
 EH2200.an estimated accuracy of +/- 6 seconds.
 EH2200
 EH2200.The orthometric height was determined by differential leveling and
 EH2200.adjusted by the NATIONAL GEODETIC SURVEY
 EH2200.in June 1991.
 EH2200
 EH2200.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2200.GEOID18 height accuracy estimate available here.
 EH2200
 EH2200.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU276492(NAD 83)
 EH2200
 EH2200                          SUPERSEDED SURVEY CONTROL
 EH2200
 EH2200  NGVD 29 (11/26/84)   70.260  (m)          230.51   (f) ADJUSTED    1 2
 EH2200
 EH2200.Superseded values are not recommended for survey control.
 EH2200
 EH2200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2200.See file dsdata.pdf to determine how the superseded data were derived.
 EH2200
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0834 ***********************************************************************
 EJ0834  DESIGNATION -  B 161
 EJ0834  PID         -  EJ0834
 EJ0834  STATE/COUNTY-  AR/PERRY
 EJ0834  COUNTRY     -  US
 EJ0834  USGS QUAD   -  APLIN (2017)
 EJ0834
 EJ0834                         *CURRENT SURVEY CONTROL
 EJ0834  ______________________________________________________________________
 EJ0834* NAD 83(1986) POSITION- 34 52 46.     (N) 092 55 10.     (W)   SCALED
 EJ0834* NAVD 88 ORTHO HEIGHT -   358.452 (meters)     1176.02  (feet) ADJUSTED
 EJ0834  ______________________________________________________________________
 EJ0834  GEOID HEIGHT    -        -28.087 (meters)                     GEOID18
 EJ0834  DYNAMIC HEIGHT  -        358.095 (meters)     1174.85  (feet) COMP
 EJ0834  MODELED GRAVITY -    979,629.0   (mgal)                       NAVD 88
 EJ0834
 EJ0834  VERT ORDER      -  SECOND    CLASS 0
 EJ0834
 EJ0834.The horizontal coordinates were scaled from a map and have
 EJ0834.an estimated accuracy of +/- 6 seconds.
 EJ0834
 EJ0834.The orthometric height was determined by differential leveling and
 EJ0834.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0834.in June 1991.
 EJ0834
 EJ0834.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0834.GEOID18 height accuracy estimate available here.
 EJ0834
 EJ0834.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU073596(NAD 83)
 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
 EJ0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0834.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0834
 EJ0834_MARKER: DB = BENCH MARK DISK
 EJ0834_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0834_STAMPING: B 161 1935
 EJ0834_MARK LOGO: CGS
 EJ0834_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0834
 EJ0834  HISTORY     - Date     Condition        Report By
 EJ0834  HISTORY     - 1935     MONUMENTED       CGS
 EJ0834  HISTORY     - 1961     POOR             CGS
 EJ0834
 EJ0834                          STATION DESCRIPTION
 EJ0834
 EJ0834'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0805 ***********************************************************************
 EJ0805  DESIGNATION -  B 162
 EJ0805  PID         -  EJ0805
 EJ0805  STATE/COUNTY-  AR/SALINE
 EJ0805  COUNTRY     -  US
 EJ0805  USGS QUAD   -  GOOSEPOND MOUNTAIN (2017)
 EJ0805
 EJ0805                         *CURRENT SURVEY CONTROL
 EJ0805  ______________________________________________________________________
 EJ0805* NAD 83(1986) POSITION- 34 44 12.     (N) 092 53 06.     (W)   SCALED
 EJ0805* NAVD 88 ORTHO HEIGHT -   167.019 (meters)      547.96  (feet) ADJUSTED
 EJ0805  ______________________________________________________________________
 EJ0805  GEOID HEIGHT    -        -27.547 (meters)                     GEOID18
 EJ0805  DYNAMIC HEIGHT  -        166.856 (meters)      547.43  (feet) COMP
 EJ0805  MODELED GRAVITY -    979,654.7   (mgal)                       NAVD 88
 EJ0805
 EJ0805  VERT ORDER      -  SECOND    CLASS 0
 EJ0805
 EJ0805.The horizontal coordinates were scaled from a map and have
 EJ0805.an estimated accuracy of +/- 6 seconds.
 EJ0805
 EJ0805.The orthometric height was determined by differential leveling and
 EJ0805.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0805.in June 1991.
 EJ0805
 EJ0805.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0805.GEOID18 height accuracy estimate available here.
 EJ0805
 EJ0805.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU105438(NAD 83)
 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
 EJ0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0805.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0805
 EJ0805_MARKER: DB = BENCH MARK DISK
 EJ0805_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0805_STAMPING: B 162 1935
 EJ0805_MARK LOGO: CGS
 EJ0805_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1287 ***********************************************************************
 EJ1287  DESIGNATION -  B 163
 EJ1287  PID         -  EJ1287
 EJ1287  STATE/COUNTY-  AR/GARLAND
 EJ1287  COUNTRY     -  US
 EJ1287  USGS QUAD   -  BONNERDALE (2017)
 EJ1287
 EJ1287                         *CURRENT SURVEY CONTROL
 EJ1287  ______________________________________________________________________
 EJ1287* NAD 83(1986) POSITION- 34 24 43.     (N) 093 23 31.     (W)   SCALED
 EJ1287* NAVD 88 ORTHO HEIGHT -   199.085 (meters)      653.16  (feet) ADJUSTED
 EJ1287  ______________________________________________________________________
 EJ1287  GEOID HEIGHT    -        -27.713 (meters)                     GEOID18
 EJ1287  DYNAMIC HEIGHT  -        198.885 (meters)      652.51  (feet) COMP
 EJ1287  MODELED GRAVITY -    979,623.4   (mgal)                       NAVD 88
 EJ1287
 EJ1287  VERT ORDER      -  SECOND    CLASS 0
 EJ1287
 EJ1287.The horizontal coordinates were scaled from a map and have
 EJ1287.an estimated accuracy of +/- 6 seconds.
 EJ1287
 EJ1287.The orthometric height was determined by differential leveling and
 EJ1287.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1287.in June 1991.
 EJ1287
 EJ1287.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1287.GEOID18 height accuracy estimate available here.
 EJ1287
 EJ1287.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU639079(NAD 83)
 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
 EJ1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1287.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1287
 EJ1287_MARKER: DB = BENCH MARK DISK
 EJ1287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1287_STAMPING: B 163 1935
 EJ1287_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0076 ***********************************************************************
 FG0076  DESIGNATION -  B 164
 FG0076  PID         -  FG0076
 FG0076  STATE/COUNTY-  AR/VAN BUREN
 FG0076  COUNTRY     -  US
 FG0076  USGS QUAD   -  OLD LEXINGTON (2017)
 FG0076
 FG0076                         *CURRENT SURVEY CONTROL
 FG0076  ______________________________________________________________________
 FG0076* NAD 83(1986) POSITION- 35 37 58.     (N) 092 24 44.     (W)   SCALED
 FG0076* NAVD 88 ORTHO HEIGHT -   340.713 (meters)     1117.82  (feet) ADJUSTED
 FG0076  ______________________________________________________________________
 FG0076  GEOID HEIGHT    -        -27.837 (meters)                     GEOID18
 FG0076  DYNAMIC HEIGHT  -        340.403 (meters)     1116.81  (feet) COMP
 FG0076  MODELED GRAVITY -    979,714.0   (mgal)                       NAVD 88
 FG0076
 FG0076  VERT ORDER      -  SECOND    CLASS 0
 FG0076
 FG0076.The horizontal coordinates were scaled from a map and have
 FG0076.an estimated accuracy of +/- 6 seconds.
 FG0076
 FG0076.The orthometric height was determined by differential leveling and
 FG0076.adjusted by the NATIONAL GEODETIC SURVEY
 FG0076.in June 1991.
 FG0076
 FG0076.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0076.GEOID18 height accuracy estimate available here.
 FG0076
 FG0076.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV532433(NAD 83)
 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
 FG0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0076.See file dsdata.pdf to determine how the superseded data were derived.
 FG0076
 FG0076_MARKER: DB = BENCH MARK DISK
 FG0076_SETTING: 80 = SET IN A BOULDER
 FG0076_STAMPING: B 164 1935
 FG0076_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1401 ***********************************************************************
 FF1401  DESIGNATION -  B 165
 FF1401  PID         -  FF1401
 FF1401  STATE/COUNTY-  AR/PRAIRIE
 FF1401  COUNTRY     -  US
 FF1401  USGS QUAD   -  JASMINE (2017)
 FF1401
 FF1401                         *CURRENT SURVEY CONTROL
 FF1401  ______________________________________________________________________
 FF1401* NAD 83(1986) POSITION- 35 03 05.     (N) 091 34 18.     (W)   SCALED
 FF1401* NAVD 88 ORTHO HEIGHT -    60.238 (meters)      197.63  (feet) ADJUSTED
 FF1401  ______________________________________________________________________
 FF1401  GEOID HEIGHT    -        -27.286 (meters)                     GEOID18
 FF1401  DYNAMIC HEIGHT  -         60.182 (meters)      197.45  (feet) COMP
 FF1401  MODELED GRAVITY -    979,715.4   (mgal)                       NAVD 88
 FF1401
 FF1401  VERT ORDER      -  FIRST     CLASS II
 FF1401
 FF1401.The horizontal coordinates were scaled from a map and have
 FF1401.an estimated accuracy of +/- 6 seconds.
 FF1401
 FF1401.The orthometric height was determined by differential leveling and
 FF1401.adjusted by the NATIONAL GEODETIC SURVEY
 FF1401.in June 1991.
 FF1401
 FF1401.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1401.GEOID18 height accuracy estimate available here.
 FF1401
 FF1401.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU302796(NAD 83)
 FF1401
 FF1401                          SUPERSEDED SURVEY CONTROL
 FF1401
 FF1401  NGVD 29 (11/26/84)   60.223  (m)          197.58   (f) ADJUSTED    1 2
 FF1401
 FF1401.Superseded values are not recommended for survey control.
 FF1401
 FF1401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1401.See file dsdata.pdf to determine how the superseded data were derived.
 FF1401
 FF1401_MARKER: DB = BENCH MARK DISK
 FF1401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1401_STAMPING: B 165 1955
 FF1401_MARK LOGO: CGS
 FF1401_PROJECTION: PROJECTING 18 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0639 ***********************************************************************
 GE0639  DESIGNATION -  B 166
 GE0639  PID         -  GE0639
 GE0639  STATE/COUNTY-  AR/SHARP
 GE0639  COUNTRY     -  US
 GE0639  USGS QUAD   -  EVENING SHADE (2017)
 GE0639
 GE0639                         *CURRENT SURVEY CONTROL
 GE0639  ______________________________________________________________________
 GE0639* NAD 83(1986) POSITION- 36 04 41.87   (N) 091 36 42.64   (W)   HD_HELD1
 GE0639* NAVD 88 ORTHO HEIGHT -   148.887 (meters)      488.47  (feet) ADJUSTED
 GE0639  ______________________________________________________________________
 GE0639  GEOID HEIGHT    -        -28.045 (meters)                     GEOID18
 GE0639  DYNAMIC HEIGHT  -        148.760 (meters)      488.06  (feet) COMP
 GE0639  MODELED GRAVITY -    979,775.5   (mgal)                       NAVD 88
 GE0639
 GE0639  VERT ORDER      -  SECOND    CLASS 0
 GE0639
 GE0639.The horizontal coordinates were determined by differentially corrected
 GE0639.hand held GPS observations or other comparable positioning techniques
 GE0639.and have an estimated accuracy of +/- 3 meters.
 GE0639
 GE0639.The orthometric height was determined by differential leveling and
 GE0639.adjusted by the NATIONAL GEODETIC SURVEY
 GE0639.in June 1991.
 GE0639
 GE0639.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0639.GEOID18 height accuracy estimate available here.
 GE0639
 GE0639.Click photographs - Photos may exist for this station.
 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     -   193,662.1     434,961.9     MT  (+/- 3 meters HH1 GPS) 
 GE0639
 GE0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV2499193524(NAD 83)
 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
 GE0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0639.See file dsdata.pdf to determine how the superseded data were derived.
 GE0639
 GE0639_MARKER: DB = BENCH MARK DISK
 GE0639_SETTING: 66 = SET IN ROCK OUTCROP
 GE0639_STAMPING: B 166 1955
 GE0639_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0634 ***********************************************************************
 GE0634  DESIGNATION -  B 167
 GE0634  PID         -  GE0634
 GE0634  STATE/COUNTY-  AR/SHARP
 GE0634  COUNTRY     -  US
 GE0634  USGS QUAD   -  EVENING SHADE (2017)
 GE0634
 GE0634                         *CURRENT SURVEY CONTROL
 GE0634  ______________________________________________________________________
 GE0634* NAD 83(1986) POSITION- 36 06 25.72   (N) 091 36 24.71   (W)   HD_HELD1
 GE0634* NAVD 88 ORTHO HEIGHT -   180.321 (meters)      591.60  (feet) ADJUSTED
 GE0634  ______________________________________________________________________
 GE0634  GEOID HEIGHT    -        -28.081 (meters)                     GEOID18
 GE0634  DYNAMIC HEIGHT  -        180.168 (meters)      591.10  (feet) COMP
 GE0634  MODELED GRAVITY -    979,779.6   (mgal)                       NAVD 88
 GE0634
 GE0634  VERT ORDER      -  SECOND    CLASS 0
 GE0634
 GE0634.The horizontal coordinates were determined by differentially corrected
 GE0634.hand held GPS observations or other comparable positioning techniques
 GE0634.and have an estimated accuracy of +/- 3 meters.
 GE0634
 GE0634.The orthometric height was determined by differential leveling and
 GE0634.adjusted by the NATIONAL GEODETIC SURVEY
 GE0634.in June 1991.
 GE0634
 GE0634.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0634.GEOID18 height accuracy estimate available here.
 GE0634
 GE0634.Click photographs - Photos may exist for this station.
 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     -   196,864.6     435,397.7     MT  (+/- 3 meters HH1 GPS) 
 GE0634
 GE0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV2539396730(NAD 83)
 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
 GE0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0634.See file dsdata.pdf to determine how the superseded data were derived.
 GE0634
 GE0634_MARKER: DB = BENCH MARK DISK
 GE0634_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GE0634_SP_SET: CULVERT HEADWALL
 GE0634_STAMPING: B 167 1955
 GE0634_MARK LOGO: CGS
 GE0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0634+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1151 ***********************************************************************
 EH1151  DESIGNATION -  B 168
 EH1151  PID         -  EH1151
 EH1151  STATE/COUNTY-  AR/MONROE
 EH1151  COUNTRY     -  US
 EH1151  USGS QUAD   -  BRINKLEY (2017)
 EH1151
 EH1151                         *CURRENT SURVEY CONTROL
 EH1151  ______________________________________________________________________
 EH1151* NAD 83(1986) POSITION- 34 53 48.     (N) 091 09 39.     (W)   SCALED
 EH1151* NAVD 88 ORTHO HEIGHT -    57.881 (meters)      189.90  (feet) ADJUSTED
 EH1151  ______________________________________________________________________
 EH1151  GEOID HEIGHT    -        -26.863 (meters)                     GEOID18
 EH1151  DYNAMIC HEIGHT  -         57.828 (meters)      189.72  (feet) COMP
 EH1151  MODELED GRAVITY -    979,718.7   (mgal)                       NAVD 88
 EH1151
 EH1151  VERT ORDER      -  FIRST     CLASS II
 EH1151
 EH1151.The horizontal coordinates were scaled from a map and have
 EH1151.an estimated accuracy of +/- 6 seconds.
 EH1151
 EH1151.The orthometric height was determined by differential leveling and
 EH1151.adjusted by the NATIONAL GEODETIC SURVEY
 EH1151.in June 1991.
 EH1151
 EH1151.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1151.GEOID18 height accuracy estimate available here.
 EH1151
 EH1151.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU680631(NAD 83)
 EH1151
 EH1151                          SUPERSEDED SURVEY CONTROL
 EH1151
 EH1151  NGVD 29 (11/26/84)   57.881  (m)          189.90   (f) ADJUSTED    1 2
 EH1151
 EH1151.Superseded values are not recommended for survey control.
 EH1151
 EH1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1151.See file dsdata.pdf to determine how the superseded data were derived.
 EH1151
 EH1151_MARKER: DB = BENCH MARK DISK
 EH1151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1151_STAMPING: B 168 1955
 EH1151_MARK LOGO: CGS
 EH1151_PROJECTION: PROJECTING 8 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1156 ***********************************************************************
 EH1156  DESIGNATION -  B 169
 EH1156  PID         -  EH1156
 EH1156  STATE/COUNTY-  AR/MONROE
 EH1156  COUNTRY     -  US
 EH1156  USGS QUAD   -  BRINKLEY (2017)
 EH1156
 EH1156                         *CURRENT SURVEY CONTROL
 EH1156  ______________________________________________________________________
 EH1156* NAD 83(1986) POSITION- 34 54 27.9    (N) 091 07 30.3    (W)   HD_HELD2
 EH1156* NAVD 88 ORTHO HEIGHT -    58.491 (meters)      191.90  (feet) ADJUSTED
 EH1156  ______________________________________________________________________
 EH1156  GEOID HEIGHT    -        -26.853 (meters)                     GEOID18
 EH1156  DYNAMIC HEIGHT  -         58.438 (meters)      191.73  (feet) COMP
 EH1156  MODELED GRAVITY -    979,720.1   (mgal)                       NAVD 88
 EH1156
 EH1156  VERT ORDER      -  FIRST     CLASS II
 EH1156
 EH1156.The horizontal coordinates were established by autonomous hand held GPS
 EH1156.observations and have an estimated accuracy of +/- 10 meters.
 EH1156
 EH1156.The orthometric height was determined by differential leveling and
 EH1156.adjusted by the NATIONAL GEODETIC SURVEY
 EH1156.in June 1991.
 EH1156
 EH1156.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1156.GEOID18 height accuracy estimate available here.
 EH1156
 EH1156.Click photographs - Photos may exist for this station.
 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     -   648,917.      479,961.      MT  (+/- 10 meters HH2 GPS)
 EH1156
 EH1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU7129164417(NAD 83)
 EH1156
 EH1156                          SUPERSEDED SURVEY CONTROL
 EH1156
 EH1156  NGVD 29 (11/26/84)   58.491  (m)          191.90   (f) ADJUSTED    1 2
 EH1156
 EH1156.Superseded values are not recommended for survey control.
 EH1156
 EH1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1156.See file dsdata.pdf to determine how the superseded data were derived.
 EH1156
 EH1156_MARKER: DB = BENCH MARK DISK
 EH1156_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EH1156_SP_SET: CULVERT HEADWALL
 EH1156_STAMPING: B 169 1955
 EH1156_MARK LOGO: CGS
 EH1156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1156+STABILITY: SURFACE MOTION
 EH1156_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH1156+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2011
 EH1156
 EH1156  HISTORY     - Date     Condition        Report By
 EH1156  HISTORY     - 1955     MONUMENTED       CGS
 EH1156  HISTORY     - 20030422 GOOD             USACE
 EH1156  HISTORY     - 20110421 GOOD             ARHD
 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.
 EH1156
 EH1156                          STATION RECOVERY (2011)
 EH1156
 EH1156'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (MCA)
 EH1156'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GE0525 ***********************************************************************
 GE0525  HT_MOD      -  This is a Height Modernization Survey Station.
 GE0525  DESIGNATION -  B 17
 GE0525  PID         -  GE0525
 GE0525  STATE/COUNTY-  AR/FULTON
 GE0525  COUNTRY     -  US
 GE0525  USGS QUAD   -  SALEM (2017)
 GE0525
 GE0525                         *CURRENT SURVEY CONTROL
 GE0525  ______________________________________________________________________
 GE0525* NAD 83(2011) POSITION- 36 22 02.67270(N) 091 49 22.65681(W)   ADJUSTED
 GE0525* NAD 83(2011) ELLIP HT-   173.598 (meters)        (06/02/24)   ADJUSTED
 GE0525* NAD 83(2011) EPOCH   -  2010.00
 GE0525* NAVD 88 ORTHO HEIGHT -   201.90  (meters)      662.4   (feet) GPS OBS
 GE0525  ______________________________________________________________________
 GE0525  GEOID HEIGHT    -        -28.308 (meters)                     GEOID18
 GE0525  NAD 83(2011) X  -   -163,575.875 (meters)                     COMP
 GE0525  NAD 83(2011) Y  - -5,139,467.359 (meters)                     COMP
 GE0525  NAD 83(2011) Z  -  3,761,200.042 (meters)                     COMP
 GE0525  LAPLACE CORR    -         -1.27  (seconds)                    DEFLEC18
 GE0525
 GE0525  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GE0525  Standards:
 GE0525         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GE0525            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GE0525  -------------------------------------------------------------------
 GE0525  NETWORK    0.62   1.63           0.26   0.25   0.83     -0.10534281
 GE0525  -------------------------------------------------------------------
 GE0525  Click here for local accuracies and other accuracy information.
 GE0525
 GE0525.The horizontal coordinates were established by GPS observations
 GE0525.and adjusted by the ARKANSAS DEPT OF TRANS in June 2024.
 GE0525
 GE0525.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GE0525.been affixed to the stable North American tectonic plate. See 
 GE0525.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GE0525
 GE0525.The horizontal coordinates are valid at the epoch date displayed above
 GE0525.which is a decimal equivalence of Year/Month/Day.
 GE0525
 GE0525.The orthometric height was determined by GPS observations and a
 GE0525.high-resolution geoid model using precise GPS observation and
 GE0525.processing techniques.
 GE0525
 GE0525.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0525.GEOID18 height accuracy estimate available here.
 GE0525
 GE0525.Click photographs - Photos may exist for this station.
 GE0525
 GE0525.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GE0525
 GE0525.The Laplace correction was computed from DEFLEC18 derived deflections.
 GE0525
 GE0525.The ellipsoidal height was determined by GPS observations
 GE0525.and is referenced to NAD 83.
 GE0525
 GE0525. The following values were computed from the NAD 83(2011) position.
 GE0525
 GE0525;                    North         East     Units Scale Factor Converg.
 GE0525;SPC AR N     -   225,688.152   415,888.645   MT  1.00002925   +0 06 10.9
 GE0525;SPC AR N     -   740,445.21  1,364,461.33   sFT  1.00002925   +0 06 10.9
 GE0525;UTM  15      - 4,025,343.920   605,591.769   MT  0.99973737   +0 41 52.8
 GE0525
 GE0525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0525!SPC AR N     -   0.99997276  x   1.00002925  =   1.00000200
 GE0525!UTM  15      -   0.99997276  x   0.99973737  =   0.99971013
 GE0525
 GE0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA0559125343(NAD 83)
 GE0525
 GE0525                          SUPERSEDED SURVEY CONTROL
 GE0525
 GE0525  ELLIP H (09/24/01)  173.632  (m)                       GP(       ) 4 2
 GE0525  NAD 83(1997)-  36 22 02.67165(N)    091 49 22.65946(W) AD(       ) 1
 GE0525  ELLIP H (09/14/99)  173.634  (m)                       GP(       ) 4 1
 GE0525  NAD 83(1986)-  36 22 02.68382(N)    091 49 22.66310(W) AD(       ) 1
 GE0525  NAVD 88 (06/15/91)  201.941  (m)          662.53   (f) ADJUSTED    2 0
 GE0525  NGVD 29 (??/??/92)  201.827  (m)          662.16   (f) ADJ UNCH    2 0
 GE0525  NGVD 29             201.83   (m)          662.2    (f) LEVELING    3  
 GE0525  NGVD 29 (07/16/90)  202.     (m)  RAPSU86  model used  GPS OBS        
 GE0525
 GE0525.Superseded values are not recommended for survey control.
 GE0525
 GE0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0525.See file dsdata.pdf to determine how the superseded data were derived.
 GE0525
 GE0525_MARKER: DB = BENCH MARK DISK
 GE0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0525_STAMPING: 662.161 B 17 1932
 GE0525_MARK LOGO: CGS
 GE0525_PROJECTION: FLUSH
 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 - June 03, 2024
 GE0525
 GE0525  HISTORY     - Date     Condition        Report By
 GE0525  HISTORY     - 1932     MONUMENTED       CGS
 GE0525  HISTORY     - 1955     GOOD             CGS
 GE0525  HISTORY     - 19890601 GOOD             NGS
 GE0525  HISTORY     - 19900402 GOOD             NGS
 GE0525  HISTORY     - 19910110 GOOD             NGS
 GE0525  HISTORY     - 20080301 GOOD             3001
 GE0525  HISTORY     - 20131022 GOOD             USACEL
 GE0525  HISTORY     - 20240603 GOOD             ARHD
 GE0525
 GE0525                          STATION DESCRIPTION
 GE0525
 GE0525'DESCRIBED BY COAST AND 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.
 GE0525
 GE0525                          STATION RECOVERY (2008)
 GE0525
 GE0525'RECOVERY NOTE BY 3001, INC 2008 (JCP)
 GE0525'RECOVERED IN GOOD CONDITION.
 GE0525
 GE0525                          STATION RECOVERY (2013)
 GE0525
 GE0525'RECOVERY NOTE BY USACE LITTLE ROCK 2013 (SCC)
 GE0525'RECOVERED IN GOOD CONDITION.
 GE0525
 GE0525                          STATION RECOVERY (2024)
 GE0525
 GE0525'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (JDH)
 GE0525'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1595 ***********************************************************************
 FF1595  DESIGNATION -  B 17
 FF1595  PID         -  FF1595
 FF1595  STATE/COUNTY-  AR/INDEPENDENCE
 FF1595  COUNTRY     -  US
 FF1595  USGS QUAD   -  BATESVILLE (2017)
 FF1595
 FF1595                         *CURRENT SURVEY CONTROL
 FF1595  ______________________________________________________________________
 FF1595* NAD 83(1986) POSITION- 35 46 09.     (N) 091 40 39.     (W)   SCALED
 FF1595* NAVD 88 ORTHO HEIGHT -    82.469 (meters)      270.57  (feet) ADJUSTED
 FF1595  ______________________________________________________________________
 FF1595  GEOID HEIGHT    -        -27.584 (meters)                     GEOID18
 FF1595  DYNAMIC HEIGHT  -         82.398 (meters)      270.33  (feet) COMP
 FF1595  MODELED GRAVITY -    979,772.1   (mgal)                       NAVD 88
 FF1595
 FF1595  VERT ORDER      -  SECOND    CLASS 0
 FF1595
 FF1595.The horizontal coordinates were scaled from a map and have
 FF1595.an estimated accuracy of +/- 6 seconds.
 FF1595
 FF1595.The orthometric height was determined by differential leveling and
 FF1595.adjusted by the NATIONAL GEODETIC SURVEY
 FF1595.in June 1991.
 FF1595
 FF1595.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1595.GEOID18 height accuracy estimate available here.
 FF1595
 FF1595.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV195591(NAD 83)
 FF1595
 FF1595                          SUPERSEDED SURVEY CONTROL
 FF1595
 FF1595  NGVD 29 (11/26/84)   82.392  (m)          270.31   (f) ADJUSTED    2 0
 FF1595
 FF1595.Superseded values are not recommended for survey control.
 FF1595
 FF1595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1595.See file dsdata.pdf to determine how the superseded data were derived.
 FF1595
 FF1595_MARKER: DD = SURVEY DISK
 FF1595_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF1595_STAMPING: B 17 1934
 FF1595_MARK LOGO: CGS+SS
 FF1595_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0616 ***********************************************************************
 FF0616  DESIGNATION -  B 170
 FF0616  PID         -  FF0616
 FF0616  STATE/COUNTY-  AR/ST FRANCIS
 FF0616  COUNTRY     -  US
 FF0616  USGS QUAD   -  MADISON (2017)
 FF0616
 FF0616                         *CURRENT SURVEY CONTROL
 FF0616  ______________________________________________________________________
 FF0616* NAD 83(1986) POSITION- 35 00 37.     (N) 090 43 08.     (W)   SCALED
 FF0616* NAVD 88 ORTHO HEIGHT -    63.719 (meters)      209.05  (feet) ADJUSTED
 FF0616  ______________________________________________________________________
 FF0616  GEOID HEIGHT    -        -26.926 (meters)                     GEOID18
 FF0616  DYNAMIC HEIGHT  -         63.661 (meters)      208.86  (feet) COMP
 FF0616  MODELED GRAVITY -    979,726.9   (mgal)                       NAVD 88
 FF0616
 FF0616  VERT ORDER      -  FIRST     CLASS II
 FF0616
 FF0616.The horizontal coordinates were scaled from a map and have
 FF0616.an estimated accuracy of +/- 6 seconds.
 FF0616
 FF0616.The orthometric height was determined by differential leveling and
 FF0616.adjusted by the NATIONAL GEODETIC SURVEY
 FF0616.in June 1991.
 FF0616
 FF0616.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0616.GEOID18 height accuracy estimate available here.
 FF0616
 FF0616.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU081765(NAD 83)
 FF0616
 FF0616                          SUPERSEDED SURVEY CONTROL
 FF0616
 FF0616  NGVD 29 (11/26/84)   63.703  (m)          209.00   (f) ADJUSTED    1 2
 FF0616
 FF0616.Superseded values are not recommended for survey control.
 FF0616
 FF0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0616.See file dsdata.pdf to determine how the superseded data were derived.
 FF0616
 FF0616_MARKER: DB = BENCH MARK DISK
 FF0616_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FF0616_SP_SET: BRIDGE ABUTMENT
 FF0616_STAMPING: B 170 1955
 FF0616_MARK LOGO: CGS
 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, 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 = MARCH 20, 2026 22:17:28 EDT
 EH0894 ***********************************************************************
 EH0894  DESIGNATION -  B 171
 EH0894  PID         -  EH0894
 EH0894  STATE/COUNTY-  AR/PHILLIPS
 EH0894  COUNTRY     -  US
 EH0894  USGS QUAD   -  WEST HELENA (2017)
 EH0894
 EH0894                         *CURRENT SURVEY CONTROL
 EH0894  ______________________________________________________________________
 EH0894* NAD 83(1986) POSITION- 34 35 54.     (N) 090 42 24.     (W)   SCALED
 EH0894* NAVD 88 ORTHO HEIGHT -    70.278 (meters)      230.57  (feet) ADJUSTED
 EH0894  ______________________________________________________________________
 EH0894  GEOID HEIGHT    -        -26.987 (meters)                     GEOID18
 EH0894  DYNAMIC HEIGHT  -         70.211 (meters)      230.35  (feet) COMP
 EH0894  MODELED GRAVITY -    979,673.7   (mgal)                       NAVD 88
 EH0894
 EH0894  VERT ORDER      -  FIRST     CLASS II
 EH0894
 EH0894.The horizontal coordinates were scaled from a map and have
 EH0894.an estimated accuracy of +/- 6 seconds.
 EH0894
 EH0894.The orthometric height was determined by differential leveling and
 EH0894.adjusted by the NATIONAL GEODETIC SURVEY
 EH0894.in June 1991.
 EH0894
 EH0894.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0894.GEOID18 height accuracy estimate available here.
 EH0894
 EH0894.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU103308(NAD 83)
 EH0894
 EH0894                          SUPERSEDED SURVEY CONTROL
 EH0894
 EH0894  NGVD 29 (11/26/84)   70.306  (m)          230.66   (f) ADJUSTED    1 2
 EH0894
 EH0894.Superseded values are not recommended for survey control.
 EH0894
 EH0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0894.See file dsdata.pdf to determine how the superseded data were derived.
 EH0894
 EH0894_MARKER: DB = BENCH MARK DISK
 EH0894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0894_STAMPING: B 171 1956
 EH0894_MARK LOGO: CGS
 EH0894_PROJECTION: PROJECTING 5 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH0867 ***********************************************************************
 EH0867  DESIGNATION -  B 172
 EH0867  PID         -  EH0867
 EH0867  STATE/COUNTY-  AR/LEE
 EH0867  COUNTRY     -  US
 EH0867  USGS QUAD   -  AUBREY (2017)
 EH0867
 EH0867                         *CURRENT SURVEY CONTROL
 EH0867  ______________________________________________________________________
 EH0867* NAD 83(1986) POSITION- 34 40 23.     (N) 090 53 25.     (W)   SCALED
 EH0867* NAVD 88 ORTHO HEIGHT -    59.366 (meters)      194.77  (feet) ADJUSTED
 EH0867  ______________________________________________________________________
 EH0867  GEOID HEIGHT    -        -26.819 (meters)                     GEOID18
 EH0867  DYNAMIC HEIGHT  -         59.310 (meters)      194.59  (feet) COMP
 EH0867  MODELED GRAVITY -    979,697.2   (mgal)                       NAVD 88
 EH0867
 EH0867  VERT ORDER      -  FIRST     CLASS II
 EH0867
 EH0867.The horizontal coordinates were scaled from a map and have
 EH0867.an estimated accuracy of +/- 6 seconds.
 EH0867
 EH0867.The orthometric height was determined by differential leveling and
 EH0867.adjusted by the NATIONAL GEODETIC SURVEY
 EH0867.in June 1991.
 EH0867
 EH0867.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0867.GEOID18 height accuracy estimate available here.
 EH0867
 EH0867.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU932388(NAD 83)
 EH0867
 EH0867                          SUPERSEDED SURVEY CONTROL
 EH0867
 EH0867  NGVD 29 (11/26/84)   59.380  (m)          194.82   (f) ADJUSTED    1 2
 EH0867
 EH0867.Superseded values are not recommended for survey control.
 EH0867
 EH0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0867.See file dsdata.pdf to determine how the superseded data were derived.
 EH0867
 EH0867_MARKER: DB = BENCH MARK DISK
 EH0867_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH0867_SP_SET: BRIDGE
 EH0867_STAMPING: B 172 1956
 EH0867_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0642 ***********************************************************************
 FF0642  DESIGNATION -  B 173
 FF0642  PID         -  FF0642
 FF0642  STATE/COUNTY-  AR/ST FRANCIS
 FF0642  COUNTRY     -  US
 FF0642  USGS QUAD   -  ROUND POND (2017)
 FF0642
 FF0642                         *CURRENT SURVEY CONTROL
 FF0642  ______________________________________________________________________
 FF0642* NAD 83(1986) POSITION- 35 04 05.     (N) 090 35 08.     (W)   SCALED
 FF0642* NAVD 88 ORTHO HEIGHT -    60.388 (meters)      198.12  (feet) ADJUSTED
 FF0642  ______________________________________________________________________
 FF0642  GEOID HEIGHT    -        -27.024 (meters)                     GEOID18
 FF0642  DYNAMIC HEIGHT  -         60.334 (meters)      197.95  (feet) COMP
 FF0642  MODELED GRAVITY -    979,735.7   (mgal)                       NAVD 88
 FF0642
 FF0642  VERT ORDER      -  FIRST     CLASS II
 FF0642
 FF0642.The horizontal coordinates were scaled from a map and have
 FF0642.an estimated accuracy of +/- 6 seconds.
 FF0642
 FF0642.The orthometric height was determined by differential leveling and
 FF0642.adjusted by the NATIONAL GEODETIC SURVEY
 FF0642.in June 1991.
 FF0642
 FF0642.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0642.GEOID18 height accuracy estimate available here.
 FF0642
 FF0642.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU201832(NAD 83)
 FF0642
 FF0642                          SUPERSEDED SURVEY CONTROL
 FF0642
 FF0642  NGVD 29 (11/26/84)   60.370  (m)          198.06   (f) ADJUSTED    1 2
 FF0642
 FF0642.Superseded values are not recommended for survey control.
 FF0642
 FF0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0642.See file dsdata.pdf to determine how the superseded data were derived.
 FF0642
 FF0642_MARKER: DB = BENCH MARK DISK
 FF0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0642_STAMPING: B 173 1956
 FF0642_MARK LOGO: CGS
 FF0642_PROJECTION: PROJECTING 10 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0022 ***********************************************************************
 FF0022  DESIGNATION -  B 174
 FF0022  PID         -  FF0022
 FF0022  STATE/COUNTY-  AR/POINSETT
 FF0022  COUNTRY     -  US
 FF0022  USGS QUAD   -  MARKED TREE (2017)
 FF0022
 FF0022                         *CURRENT SURVEY CONTROL
 FF0022  ______________________________________________________________________
 FF0022* NAD 83(1986) POSITION- 35 32 02.     (N) 090 25 18.     (W)   SCALED
 FF0022* NAVD 88 ORTHO HEIGHT -    69.191 (meters)      227.00  (feet) ADJUSTED
 FF0022  ______________________________________________________________________
 FF0022  GEOID HEIGHT    -        -27.707 (meters)                     GEOID18
 FF0022  DYNAMIC HEIGHT  -         69.130 (meters)      226.80  (feet) COMP
 FF0022  MODELED GRAVITY -    979,754.2   (mgal)                       NAVD 88
 FF0022
 FF0022  VERT ORDER      -  FIRST     CLASS II
 FF0022
 FF0022.The horizontal coordinates were scaled from a map and have
 FF0022.an estimated accuracy of +/- 6 seconds.
 FF0022
 FF0022.The orthometric height was determined by differential leveling and
 FF0022.adjusted by the NATIONAL GEODETIC SURVEY
 FF0022.in June 1991.
 FF0022
 FF0022.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0022.GEOID18 height accuracy estimate available here.
 FF0022
 FF0022.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV337353(NAD 83)
 FF0022
 FF0022                          SUPERSEDED SURVEY CONTROL
 FF0022
 FF0022  NGVD 29 (11/26/84)   69.130  (m)          226.80   (f) ADJUSTED    1 2
 FF0022
 FF0022.Superseded values are not recommended for survey control.
 FF0022
 FF0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0022.See file dsdata.pdf to determine how the superseded data were derived.
 FF0022
 FF0022_MARKER: DB = BENCH MARK DISK
 FF0022_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF0022_SP_SET: BUILDING
 FF0022_STAMPING: B 174 1956
 FF0022_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0508 ***********************************************************************
 FF0508  DESIGNATION -  B 175
 FF0508  PID         -  FF0508
 FF0508  STATE/COUNTY-  AR/ST FRANCIS
 FF0508  COUNTRY     -  US
 FF0508  USGS QUAD   -  FORREST CITY (2017)
 FF0508
 FF0508                         *CURRENT SURVEY CONTROL
 FF0508  ______________________________________________________________________
 FF0508* NAD 83(1986) POSITION- 35 01 45.6    (N) 090 48 07.1    (W)   HD_HELD2
 FF0508* NAVD 88 ORTHO HEIGHT -    73.601 (meters)      241.47  (feet) ADJUSTED
 FF0508  ______________________________________________________________________
 FF0508  GEOID HEIGHT    -        -26.929 (meters)                     GEOID18
 FF0508  DYNAMIC HEIGHT  -         73.534 (meters)      241.25  (feet) COMP
 FF0508  MODELED GRAVITY -    979,724.4   (mgal)                       NAVD 88
 FF0508
 FF0508  VERT ORDER      -  FIRST     CLASS II
 FF0508
 FF0508.The horizontal coordinates were established by autonomous hand held GPS
 FF0508.observations and have an estimated accuracy of +/- 10 meters.
 FF0508
 FF0508.The orthometric height was determined by differential leveling and
 FF0508.adjusted by the NATIONAL GEODETIC SURVEY
 FF0508.in June 1991.
 FF0508
 FF0508.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0508.GEOID18 height accuracy estimate available here.
 FF0508
 FF0508.Click photographs - Photos may exist for this station.
 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     -    77,881.      509,322.      MT  (+/- 10 meters HH2 GPS)
 FF0508
 FF0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU0051878504(NAD 83)
 FF0508
 FF0508                          SUPERSEDED SURVEY CONTROL
 FF0508
 FF0508  NGVD 29 (11/26/84)   73.582  (m)          241.41   (f) ADJUSTED    1 2
 FF0508
 FF0508.Superseded values are not recommended for survey control.
 FF0508
 FF0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0508.See file dsdata.pdf to determine how the superseded data were derived.
 FF0508
 FF0508_MARKER: DB = BENCH MARK DISK
 FF0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0508_STAMPING: B 175 1956
 FF0508_MARK LOGO: CGS
 FF0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0508+STABILITY: SURFACE MOTION
 FF0508_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0508+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2011
 FF0508
 FF0508  HISTORY     - Date     Condition        Report By
 FF0508  HISTORY     - 1956     MONUMENTED       CGS
 FF0508  HISTORY     - 20030603 GOOD             USACE
 FF0508  HISTORY     - 20110908 GOOD             BAKER
 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.
 FF0508
 FF0508                          STATION RECOVERY (2011)
 FF0508
 FF0508'RECOVERY NOTE BY M BAKER JR INCORPORATED 2011 (TM)
 FF0508'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1248 ***********************************************************************
 EH1248  DESIGNATION -  B 176
 EH1248  PID         -  EH1248
 EH1248  STATE/COUNTY-  AR/LEE
 EH1248  COUNTRY     -  US
 EH1248  USGS QUAD   -  WHEATLEY (2017)
 EH1248
 EH1248                         *CURRENT SURVEY CONTROL
 EH1248  ______________________________________________________________________
 EH1248* NAD 83(1986) POSITION- 34 53 29.     (N) 091 05 29.     (W)   SCALED
 EH1248* NAVD 88 ORTHO HEIGHT -    58.467 (meters)      191.82  (feet) ADJUSTED
 EH1248  ______________________________________________________________________
 EH1248  GEOID HEIGHT    -        -26.829 (meters)                     GEOID18
 EH1248  DYNAMIC HEIGHT  -         58.413 (meters)      191.64  (feet) COMP
 EH1248  MODELED GRAVITY -    979,719.4   (mgal)                       NAVD 88
 EH1248
 EH1248  VERT ORDER      -  FIRST     CLASS II
 EH1248
 EH1248.The horizontal coordinates were scaled from a map and have
 EH1248.an estimated accuracy of +/- 6 seconds.
 EH1248
 EH1248.The orthometric height was determined by differential leveling and
 EH1248.adjusted by the NATIONAL GEODETIC SURVEY
 EH1248.in June 1991.
 EH1248
 EH1248.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1248.GEOID18 height accuracy estimate available here.
 EH1248
 EH1248.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU744626(NAD 83)
 EH1248
 EH1248                          SUPERSEDED SURVEY CONTROL
 EH1248
 EH1248  NGVD 29 (11/26/84)   58.465  (m)          191.81   (f) ADJUSTED    1 2
 EH1248
 EH1248.Superseded values are not recommended for survey control.
 EH1248
 EH1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1248.See file dsdata.pdf to determine how the superseded data were derived.
 EH1248
 EH1248_MARKER: DB = BENCH MARK DISK
 EH1248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1248_STAMPING: B 176 1955
 EH1248_MARK LOGO: CGS
 EH1248_PROJECTION: PROJECTING 3 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1056 ***********************************************************************
 EH1056  DESIGNATION -  B 177
 EH1056  PID         -  EH1056
 EH1056  STATE/COUNTY-  AR/MONROE
 EH1056  COUNTRY     -  US
 EH1056  USGS QUAD   -  CLARENDON (2017)
 EH1056
 EH1056                         *CURRENT SURVEY CONTROL
 EH1056  ______________________________________________________________________
 EH1056* NAD 83(1986) POSITION- 34 40 09.     (N) 091 16 12.     (W)   SCALED
 EH1056* NAVD 88 ORTHO HEIGHT -    55.950 (meters)      183.56  (feet) ADJUSTED
 EH1056  ______________________________________________________________________
 EH1056  GEOID HEIGHT    -        -26.785 (meters)                     GEOID18
 EH1056  DYNAMIC HEIGHT  -         55.897 (meters)      183.39  (feet) COMP
 EH1056  MODELED GRAVITY -    979,692.6   (mgal)                       NAVD 88
 EH1056
 EH1056  VERT ORDER      -  FIRST     CLASS II
 EH1056
 EH1056.The horizontal coordinates were scaled from a map and have
 EH1056.an estimated accuracy of +/- 6 seconds.
 EH1056
 EH1056.The orthometric height was determined by differential leveling and
 EH1056.adjusted by the NATIONAL GEODETIC SURVEY
 EH1056.in June 1991.
 EH1056
 EH1056.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1056.GEOID18 height accuracy estimate available here.
 EH1056
 EH1056.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU585377(NAD 83)
 EH1056
 EH1056                          SUPERSEDED SURVEY CONTROL
 EH1056
 EH1056  NGVD 29 (11/26/84)   55.969  (m)          183.63   (f) ADJUSTED    1 2
 EH1056
 EH1056.Superseded values are not recommended for survey control.
 EH1056
 EH1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1056.See file dsdata.pdf to determine how the superseded data were derived.
 EH1056
 EH1056_MARKER: DB = BENCH MARK DISK
 EH1056_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EH1056_SP_SET: SLAB
 EH1056_STAMPING: B 177 1955
 EH1056_MARK LOGO: CGS
 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 12, 2007
 EH1056
 EH1056  HISTORY     - Date     Condition        Report By
 EH1056  HISTORY     - 1955     MONUMENTED       CGS
 EH1056  HISTORY     - 20030423 GOOD             USACE
 EH1056  HISTORY     - 20070412 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.
 EH1056
 EH1056                          STATION RECOVERY (2007)
 EH1056
 EH1056'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2007 (JMH)
 EH1056'FOUND MARK GOOD AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1273 ***********************************************************************
 FF1273  DESIGNATION -  B 178
 FF1273  PID         -  FF1273
 FF1273  STATE/COUNTY-  AR/WOODRUFF
 FF1273  COUNTRY     -  US
 FF1273  USGS QUAD   -  FAIR OAKS (2017)
 FF1273
 FF1273                         *CURRENT SURVEY CONTROL
 FF1273  ______________________________________________________________________
 FF1273* NAD 83(1986) POSITION- 35 09 44.05   (N) 091 04 02.38   (W)   HD_HELD1
 FF1273* NAVD 88 ORTHO HEIGHT -    65.518 (meters)      214.95  (feet) ADJUSTED
 FF1273  ______________________________________________________________________
 FF1273  GEOID HEIGHT    -        -27.164 (meters)                     GEOID18
 FF1273  DYNAMIC HEIGHT  -         65.459 (meters)      214.76  (feet) COMP
 FF1273  MODELED GRAVITY -    979,731.9   (mgal)                       NAVD 88
 FF1273
 FF1273  VERT ORDER      -  FIRST     CLASS II
 FF1273
 FF1273.The horizontal coordinates were determined by differentially corrected
 FF1273.hand held GPS observations or other comparable positioning techniques
 FF1273.and have an estimated accuracy of +/- 3 meters.
 FF1273
 FF1273.The orthometric height was determined by differential leveling and
 FF1273.adjusted by the NATIONAL GEODETIC SURVEY
 FF1273.in June 1991.
 FF1273
 FF1273.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1273.GEOID18 height accuracy estimate available here.
 FF1273
 FF1273.Click photographs - Photos may exist for this station.
 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     -    92,362.2     484,969.1     MT  (+/- 3 meters HH1 GPS) 
 FF1273
 FF1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU7602292744(NAD 83)
 FF1273
 FF1273                          SUPERSEDED SURVEY CONTROL
 FF1273
 FF1273  NGVD 29 (11/26/84)   65.490  (m)          214.86   (f) ADJUSTED    1 2
 FF1273
 FF1273.Superseded values are not recommended for survey control.
 FF1273
 FF1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1273.See file dsdata.pdf to determine how the superseded data were derived.
 FF1273
 FF1273_MARKER: DB = BENCH MARK DISK
 FF1273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1273_STAMPING: B 178 1956
 FF1273_MARK LOGO: CGS
 FF1273_PROJECTION: PROJECTING 10 CENTIMETERS
 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 - August 17, 2016
 FF1273
 FF1273  HISTORY     - Date     Condition        Report By
 FF1273  HISTORY     - 1956     MONUMENTED       CGS
 FF1273  HISTORY     - 20030529 GOOD             USACE
 FF1273  HISTORY     - 20041020 GOOD             ARHD
 FF1273  HISTORY     - 20140731 GOOD             ARHD
 FF1273  HISTORY     - 20160817 GOOD             ARHD
 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.
 FF1273
 FF1273                          STATION RECOVERY (2004)
 FF1273
 FF1273'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2004 (VJB)
 FF1273'RECOVERED IN GOOD CONDITION.
 FF1273
 FF1273                          STATION RECOVERY (2014)
 FF1273
 FF1273'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (JDH)
 FF1273'RECOVERED IN GOOD CONDITION.
 FF1273
 FF1273                          STATION RECOVERY (2016)
 FF1273
 FF1273'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 FF1273'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1061 ***********************************************************************
 FF1061  DESIGNATION -  B 179 RESET
 FF1061  PID         -  FF1061
 FF1061  STATE/COUNTY-  AR/CRITTENDEN
 FF1061  COUNTRY     -  US
 FF1061  USGS QUAD   -  NORTHWEST MEMPHIS (2019)
 FF1061
 FF1061                         *CURRENT SURVEY CONTROL
 FF1061  ______________________________________________________________________
 FF1061* NAD 83(1986) POSITION- 35 08 52.8    (N) 090 07 23.0    (W)   HD_HELD2
 FF1061* NAVD 88 ORTHO HEIGHT -    65.330 (meters)      214.34  (feet) ADJUSTED
 FF1061  ______________________________________________________________________
 FF1061  GEOID HEIGHT    -        -27.325 (meters)                     GEOID18
 FF1061  DYNAMIC HEIGHT  -         65.271 (meters)      214.14  (feet) COMP
 FF1061  MODELED GRAVITY -    979,731.4   (mgal)                       NAVD 88
 FF1061
 FF1061  VERT ORDER      -  FIRST     CLASS II
 FF1061
 FF1061.The horizontal coordinates were established by autonomous hand held GPS
 FF1061.observations and have an estimated accuracy of +/- 10 meters.
 FF1061
 FF1061.The orthometric height was determined by differential leveling and
 FF1061.adjusted by the NATIONAL GEODETIC SURVEY
 FF1061.in September 2022.
 FF1061
 FF1061.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1061.GEOID18 height accuracy estimate available here.
 FF1061
 FF1061.Click photographs - Photos may exist for this station.
 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     -    92,010.      571,017.      MT  (+/- 10 meters HH2 GPS)
 FF1061
 FF1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6208993245(NAD 83)
 FF1061
 FF1061                          SUPERSEDED SURVEY CONTROL
 FF1061
 FF1061  NAVD 88 (01/31/95)   65.352  (m)          214.41   (f) SUPERSEDED  1 2
 FF1061  NAVD 88 (06/15/91)   65.356  (m)          214.42   (f) SUPERSEDED  1 2
 FF1061  NGVD 29 (10/05/93)   65.359  (m)          214.43   (f) ADJUSTED    1 2
 FF1061  NGVD 29 (??/??/87)   65.340  (m)          214.37   (f) SUPERSEDED  1 2
 FF1061
 FF1061.Superseded values are not recommended for survey control.
 FF1061
 FF1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1061.See file dsdata.pdf to determine how the superseded data were derived.
 FF1061
 FF1061_MARKER: DV = VERTICAL CONTROL DISK
 FF1061_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 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 SUITABLE FOR
 FF1061+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2021
 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  HISTORY     - 20110617 GOOD             INDIV
 FF1061  HISTORY     - 20210607 GOOD             ARHD
 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.
 FF1061
 FF1061                          STATION RECOVERY (2011)
 FF1061
 FF1061'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JLH)
 FF1061'EASTERNMOST BOAT HOUSE RAZED,CONCRETE FOUNDATION STILL IN PLACE.
 FF1061
 FF1061                          STATION RECOVERY (2021)
 FF1061
 FF1061'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2021 (JDH)
 FF1061'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1593 ***********************************************************************
 FF1593  DESIGNATION -  B 18
 FF1593  PID         -  FF1593
 FF1593  STATE/COUNTY-  AR/INDEPENDENCE
 FF1593  COUNTRY     -  US
 FF1593  USGS QUAD   -  BATESVILLE (2017)
 FF1593
 FF1593                         *CURRENT SURVEY CONTROL
 FF1593  ______________________________________________________________________
 FF1593* NAD 83(1986) POSITION- 35 45 41.     (N) 091 43 45.     (W)   SCALED
 FF1593* NAVD 88 ORTHO HEIGHT -    83.741 (meters)      274.74  (feet) ADJUSTED
 FF1593  ______________________________________________________________________
 FF1593  GEOID HEIGHT    -        -27.561 (meters)                     GEOID18
 FF1593  DYNAMIC HEIGHT  -         83.669 (meters)      274.50  (feet) COMP
 FF1593  MODELED GRAVITY -    979,772.2   (mgal)                       NAVD 88
 FF1593
 FF1593  VERT ORDER      -  SECOND    CLASS 0
 FF1593
 FF1593.The horizontal coordinates were scaled from a map and have
 FF1593.an estimated accuracy of +/- 6 seconds.
 FF1593
 FF1593.The orthometric height was determined by differential leveling and
 FF1593.adjusted by the NATIONAL GEODETIC SURVEY
 FF1593.in June 1991.
 FF1593
 FF1593.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1593.GEOID18 height accuracy estimate available here.
 FF1593
 FF1593.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV148582(NAD 83)
 FF1593
 FF1593                          SUPERSEDED SURVEY CONTROL
 FF1593
 FF1593  NGVD 29 (11/26/84)   83.662  (m)          274.48   (f) ADJUSTED    2 0
 FF1593
 FF1593.Superseded values are not recommended for survey control.
 FF1593
 FF1593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1593.See file dsdata.pdf to determine how the superseded data were derived.
 FF1593
 FF1593_MARKER: DD = SURVEY DISK
 FF1593_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF1593_STAMPING: B 18 1934
 FF1593_MARK LOGO: CGS+SS
 FF1593_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0019 ***********************************************************************
 FG0019  DESIGNATION -  B 18
 FG0019  PID         -  FG0019
 FG0019  STATE/COUNTY-  AR/STONE
 FG0019  COUNTRY     -  US
 FG0019  USGS QUAD   -  MOUNTAIN VIEW SW (2017)
 FG0019
 FG0019                         *CURRENT SURVEY CONTROL
 FG0019  ______________________________________________________________________
 FG0019* NAD 83(1986) POSITION- 35 49 35.10   (N) 092 10 19.74   (W)   HD_HELD1
 FG0019* NAVD 88 ORTHO HEIGHT -   314.580 (meters)     1032.08  (feet) ADJUSTED
 FG0019  ______________________________________________________________________
 FG0019  GEOID HEIGHT    -        -27.639 (meters)                     GEOID18
 FG0019  DYNAMIC HEIGHT  -        314.299 (meters)     1031.16  (feet) COMP
 FG0019  MODELED GRAVITY -    979,731.0   (mgal)                       NAVD 88
 FG0019
 FG0019  VERT ORDER      -  SECOND    CLASS 0
 FG0019
 FG0019.The horizontal coordinates were determined by differentially corrected
 FG0019.hand held GPS observations or other comparable positioning techniques
 FG0019.and have an estimated accuracy of +/- 3 meters.
 FG0019
 FG0019.The orthometric height was determined by differential leveling and
 FG0019.adjusted by the NATIONAL GEODETIC SURVEY
 FG0019.in June 1991.
 FG0019
 FG0019.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0019.GEOID18 height accuracy estimate available here.
 FG0019
 FG0019.Click photographs - Photos may exist for this station.
 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     -   165,659.7     384,445.2     MT  (+/- 3 meters HH1 GPS) 
 FG0019
 FG0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV7477665012(NAD 83)
 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
 FG0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0019.See file dsdata.pdf to determine how the superseded data were derived.
 FG0019
 FG0019_MARKER: DB = BENCH MARK DISK
 FG0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0019_STAMPING: B 18 1932
 FG0019_MARK LOGO: CGS
 FG0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0019+STABILITY: SURFACE MOTION
 FG0019_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG0019+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2015
 FG0019
 FG0019  HISTORY     - Date     Condition        Report By
 FG0019  HISTORY     - 1932     MONUMENTED       CGS
 FG0019  HISTORY     - 1934     GOOD             CGS
 FG0019  HISTORY     - 1972     GOOD             USGS
 FG0019  HISTORY     - 1979     GOOD             DOD
 FG0019  HISTORY     - 20150415 GOOD             ARHD
 FG0019
 FG0019                          STATION DESCRIPTION
 FG0019
 FG0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FG0019'RECOVERED IN GOOD CONDITION.
 FG0019
 FG0019                          STATION RECOVERY (1972)
 FG0019
 FG0019'RECOVERY NOTE 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.
 FG0019
 FG0019                          STATION RECOVERY (2015)
 FG0019
 FG0019'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 FG0019'THE STATION IS SOUTH OF MOUNTAIN HOME. TO REACH THE STATION FROM THE
 FG0019'INTERSECTION OF STATE HIGHWAY 66 AND STATE HIGHWAY 9, GO SOUTH ON
 FG0019'HIGHWAY 9 FOR 5 MILES THE STATION ON THE RIGHT. THE STATION IS 46 FT.
 FG0019'SOUTHWEST OF THE SOUTHEAST CORNER OF AN OLD CHURCH BUILDING, 54 FT.
 FG0019'WEST OF THE CENTERLINE OF A GRAVEL ROAD, 99 FT. WEST OF A COMBINATION
 FG0019'POLE AND 29 FT. NORTH OF THE NORTHEAST CORNER OF A CONCRETE SLAB.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0736 ***********************************************************************
 FF0736  DESIGNATION -  B 180
 FF0736  PID         -  FF0736
 FF0736  STATE/COUNTY-  AR/CRAIGHEAD
 FF0736  COUNTRY     -  US
 FF0736  USGS QUAD   -  JONESBORO (2017)
 FF0736
 FF0736                         *CURRENT SURVEY CONTROL
 FF0736  ______________________________________________________________________
 FF0736* NAD 83(1986) POSITION- 35 50 29.     (N) 090 41 20.     (W)   SCALED
 FF0736* NAVD 88 ORTHO HEIGHT -    87.406 (meters)      286.76  (feet) ADJUSTED
 FF0736  ______________________________________________________________________
 FF0736  GEOID HEIGHT    -        -27.826 (meters)                     GEOID18
 FF0736  DYNAMIC HEIGHT  -         87.332 (meters)      286.52  (feet) COMP
 FF0736  MODELED GRAVITY -    979,780.8   (mgal)                       NAVD 88
 FF0736
 FF0736  VERT ORDER      -  FIRST     CLASS II
 FF0736
 FF0736.The horizontal coordinates were scaled from a map and have
 FF0736.an estimated accuracy of +/- 6 seconds.
 FF0736
 FF0736.The orthometric height was determined by differential leveling and
 FF0736.adjusted by the NATIONAL GEODETIC SURVEY
 FF0736.in June 1991.
 FF0736
 FF0736.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0736.GEOID18 height accuracy estimate available here.
 FF0736
 FF0736.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV087688(NAD 83)
 FF0736
 FF0736                          SUPERSEDED SURVEY CONTROL
 FF0736
 FF0736  NGVD 29 (11/26/84)   87.319  (m)          286.48   (f) ADJUSTED    1 2
 FF0736
 FF0736.Superseded values are not recommended for survey control.
 FF0736
 FF0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0736.See file dsdata.pdf to determine how the superseded data were derived.
 FF0736
 FF0736_MARKER: DB = BENCH MARK DISK
 FF0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0736_STAMPING: B 180 1956
 FF0736_MARK LOGO: CGS
 FF0736_PROJECTION: PROJECTING 8 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0665 ***********************************************************************
 FF0665  DESIGNATION -  B 181
 FF0665  PID         -  FF0665
 FF0665  STATE/COUNTY-  AR/POINSETT
 FF0665  COUNTRY     -  US
 FF0665  USGS QUAD   -  HICKORY RIDGE (2017)
 FF0665
 FF0665                         *CURRENT SURVEY CONTROL
 FF0665  ______________________________________________________________________
 FF0665* NAD 83(1986) POSITION- 35 29 12.0    (N) 090 58 33.2    (W)   HD_HELD2
 FF0665* NAVD 88 ORTHO HEIGHT -    71.403 (meters)      234.26  (feet) ADJUSTED
 FF0665  ______________________________________________________________________
 FF0665  GEOID HEIGHT    -        -27.477 (meters)                     GEOID18
 FF0665  DYNAMIC HEIGHT  -         71.340 (meters)      234.05  (feet) COMP
 FF0665  MODELED GRAVITY -    979,758.2   (mgal)                       NAVD 88
 FF0665
 FF0665  VERT ORDER      -  FIRST     CLASS II
 FF0665
 FF0665.The horizontal coordinates were established by autonomous hand held GPS
 FF0665.observations and have an estimated accuracy of +/- 10 meters.
 FF0665
 FF0665.The orthometric height was determined by differential leveling and
 FF0665.adjusted by the NATIONAL GEODETIC SURVEY
 FF0665.in June 1991.
 FF0665
 FF0665.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0665.GEOID18 height accuracy estimate available here.
 FF0665
 FF0665.Click photographs - Photos may exist for this station.
 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     -   128,436.      492,925.      MT  (+/- 10 meters HH2 GPS)
 FF0665
 FF0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV8361528897(NAD 83)
 FF0665
 FF0665                          SUPERSEDED SURVEY CONTROL
 FF0665
 FF0665  NGVD 29 (11/26/84)   71.351  (m)          234.09   (f) ADJUSTED    1 2
 FF0665
 FF0665.Superseded values are not recommended for survey control.
 FF0665
 FF0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0665.See file dsdata.pdf to determine how the superseded data were derived.
 FF0665
 FF0665_MARKER: DB = BENCH MARK DISK
 FF0665_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FF0665_SP_SET: CULVERT HEADWALL
 FF0665_STAMPING: B 181 1956
 FF0665_MARK LOGO: CGS
 FF0665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0665+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0902 ***********************************************************************
 FF0902  DESIGNATION -  B 183
 FF0902  PID         -  FF0902
 FF0902  STATE/COUNTY-  AR/POINSETT
 FF0902  COUNTRY     -  US
 FF0902  USGS QUAD   -  POWERS SLOUGH (2017)
 FF0902
 FF0902                         *CURRENT SURVEY CONTROL
 FF0902  ______________________________________________________________________
 FF0902* NAD 83(1986) POSITION- 35 33 50.     (N) 090 48 04.     (W)   SCALED
 FF0902* NAVD 88 ORTHO HEIGHT -    73.259 (meters)      240.35  (feet) ADJUSTED
 FF0902  ______________________________________________________________________
 FF0902  GEOID HEIGHT    -        -27.587 (meters)                     GEOID18
 FF0902  DYNAMIC HEIGHT  -         73.195 (meters)      240.14  (feet) COMP
 FF0902  MODELED GRAVITY -    979,762.4   (mgal)                       NAVD 88
 FF0902
 FF0902  VERT ORDER      -  FIRST     CLASS II
 FF0902
 FF0902.The horizontal coordinates were scaled from a map and have
 FF0902.an estimated accuracy of +/- 6 seconds.
 FF0902
 FF0902.The orthometric height was determined by differential leveling and
 FF0902.adjusted by the NATIONAL GEODETIC SURVEY
 FF0902.in June 1991.
 FF0902
 FF0902.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0902.GEOID18 height accuracy estimate available here.
 FF0902
 FF0902.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV992378(NAD 83)
 FF0902
 FF0902                          SUPERSEDED SURVEY CONTROL
 FF0902
 FF0902  NGVD 29 (11/26/84)   73.202  (m)          240.16   (f) ADJUSTED    1 2
 FF0902
 FF0902.Superseded values are not recommended for survey control.
 FF0902
 FF0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0902.See file dsdata.pdf to determine how the superseded data were derived.
 FF0902
 FF0902_MARKER: DB = BENCH MARK DISK
 FF0902_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FF0902_SP_SET: CULVERT HEADWALL
 FF0902_STAMPING: B 183 1956
 FF0902_MARK LOGO: CGS
 FF0902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0902+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0803 ***********************************************************************
 FF0803  DESIGNATION -  B 184
 FF0803  PID         -  FF0803
 FF0803  STATE/COUNTY-  AR/CRAIGHEAD
 FF0803  COUNTRY     -  US
 FF0803  USGS QUAD   -  NEEDHAM (2017)
 FF0803
 FF0803                         *CURRENT SURVEY CONTROL
 FF0803  ______________________________________________________________________
 FF0803* NAD 83(1986) POSITION- 35 49 08.     (N) 090 30 29.     (W)   SCALED
 FF0803* NAVD 88 ORTHO HEIGHT -    72.423 (meters)      237.61  (feet) POSTED
 FF0803  ______________________________________________________________________
 FF0803  GEOID HEIGHT    -        -27.967 (meters)                     GEOID18
 FF0803  DYNAMIC HEIGHT  -         72.36  (meters)      237.4   (feet) COMP
 FF0803  MODELED GRAVITY -    979,781.1   (mgal)                       NAVD 88
 FF0803
 FF0803  VERT ORDER      -  * POSTED, SEE BELOW
 FF0803
 FF0803.The horizontal coordinates were scaled from a 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
 FF0803.* This is a POSTED BENCH MARK height.
 FF0803
 FF0803.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0803.GEOID18 height accuracy estimate available here.
 FF0803
 FF0803.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV251667(NAD 83)
 FF0803
 FF0803                          SUPERSEDED SURVEY CONTROL
 FF0803
 FF0803  NGVD 29 (11/26/84)   72.358  (m)          237.39   (f) ADJUSTED    1 2
 FF0803
 FF0803.Superseded values are not recommended for survey control.
 FF0803
 FF0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0803.See file dsdata.pdf to determine how the superseded data were derived.
 FF0803
 FF0803_MARKER: DB = BENCH MARK DISK
 FF0803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0803_STAMPING: B 184 1956
 FF0803_MARK LOGO: CGS
 FF0803_PROJECTION: PROJECTING 8 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0046 ***********************************************************************
 FF0046  DESIGNATION -  B 185
 FF0046  PID         -  FF0046
 FF0046  STATE/COUNTY-  AR/MISSISSIPPI
 FF0046  COUNTRY     -  US
 FF0046  USGS QUAD   -  MANILA SOUTH (2017)
 FF0046
 FF0046                         *CURRENT SURVEY CONTROL
 FF0046  ______________________________________________________________________
 FF0046* NAD 83(1986) POSITION- 35 51 02.     (N) 090 07 43.     (W)   SCALED
 FF0046* NAVD 88 ORTHO HEIGHT -    76.258 (meters)      250.19  (feet) ADJUSTED
 FF0046  ______________________________________________________________________
 FF0046  GEOID HEIGHT    -        -27.967 (meters)                     GEOID18
 FF0046  DYNAMIC HEIGHT  -         76.193 (meters)      249.98  (feet) COMP
 FF0046  MODELED GRAVITY -    979,787.7   (mgal)                       NAVD 88
 FF0046
 FF0046  VERT ORDER      -  FIRST     CLASS II
 FF0046
 FF0046.The horizontal coordinates were scaled from a map and have
 FF0046.an estimated accuracy of +/- 6 seconds.
 FF0046
 FF0046.The orthometric height was determined by differential leveling and
 FF0046.adjusted by the NATIONAL GEODETIC SURVEY
 FF0046.in June 1991.
 FF0046
 FF0046.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0046.GEOID18 height accuracy estimate available here.
 FF0046
 FF0046.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV593711(NAD 83)
 FF0046
 FF0046                          SUPERSEDED SURVEY CONTROL
 FF0046
 FF0046  NGVD 29 (11/26/84)   76.241  (m)          250.13   (f) ADJUSTED    1 2
 FF0046
 FF0046.Superseded values are not recommended for survey control.
 FF0046
 FF0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0046.See file dsdata.pdf to determine how the superseded data were derived.
 FF0046
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0855 ***********************************************************************
 FF0855  DESIGNATION -  B 186
 FF0855  PID         -  FF0855
 FF0855  STATE/COUNTY-  AR/CRAIGHEAD
 FF0855  COUNTRY     -  US
 FF0855  USGS QUAD   -  OTWELL (2017)
 FF0855
 FF0855                         *CURRENT SURVEY CONTROL
 FF0855  ______________________________________________________________________
 FF0855* NAD 83(1986) POSITION- 35 44 30.     (N) 090 49 50.     (W)   SCALED
 FF0855* NAVD 88 ORTHO HEIGHT -    76.452 (meters)      250.83  (feet) ADJUSTED
 FF0855  ______________________________________________________________________
 FF0855  GEOID HEIGHT    -        -27.728 (meters)                     GEOID18
 FF0855  DYNAMIC HEIGHT  -         76.386 (meters)      250.61  (feet) COMP
 FF0855  MODELED GRAVITY -    979,778.9   (mgal)                       NAVD 88
 FF0855
 FF0855  VERT ORDER      -  FIRST     CLASS II
 FF0855
 FF0855.The horizontal coordinates were scaled from a map and have
 FF0855.an estimated accuracy of +/- 6 seconds.
 FF0855
 FF0855.The orthometric height was determined by differential leveling and
 FF0855.adjusted by the NATIONAL GEODETIC SURVEY
 FF0855.in June 1991.
 FF0855
 FF0855.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0855.GEOID18 height accuracy estimate available here.
 FF0855
 FF0855.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV961574(NAD 83)
 FF0855
 FF0855                          SUPERSEDED SURVEY CONTROL
 FF0855
 FF0855  NGVD 29 (11/26/84)   76.378  (m)          250.58   (f) ADJUSTED    1 2
 FF0855
 FF0855.Superseded values are not recommended for survey control.
 FF0855
 FF0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0855.See file dsdata.pdf to determine how the superseded data were derived.
 FF0855
 FF0855_MARKER: DB = BENCH MARK DISK
 FF0855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0855_STAMPING: B 186 1956
 FF0855_MARK LOGO: CGS
 FF0855_PROJECTION: PROJECTING 8 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0027 ***********************************************************************
 FF0027  DESIGNATION -  B 187
 FF0027  PID         -  FF0027
 FF0027  STATE/COUNTY-  AR/MISSISSIPPI
 FF0027  COUNTRY     -  US
 FF0027  USGS QUAD   -  HALF MOON (2017)
 FF0027
 FF0027                         *CURRENT SURVEY CONTROL
 FF0027  ______________________________________________________________________
 FF0027* NAD 83(1986) POSITION- 35 52 31.     (N) 090 00 20.     (W)   SCALED
 FF0027* NAVD 88 ORTHO HEIGHT -    73.912 (meters)      242.49  (feet) ADJUSTED
 FF0027  ______________________________________________________________________
 FF0027  GEOID HEIGHT    -        -27.990 (meters)                     GEOID18
 FF0027  DYNAMIC HEIGHT  -         73.850 (meters)      242.29  (feet) COMP
 FF0027  MODELED GRAVITY -    979,790.8   (mgal)                       NAVD 88
 FF0027
 FF0027  VERT ORDER      -  FIRST     CLASS II
 FF0027
 FF0027.The horizontal coordinates were scaled from a map and have
 FF0027.an estimated accuracy of +/- 6 seconds.
 FF0027
 FF0027.The orthometric height was determined by differential leveling and
 FF0027.adjusted by the NATIONAL GEODETIC SURVEY
 FF0027.in June 1991.
 FF0027
 FF0027.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0027.GEOID18 height accuracy estimate available here.
 FF0027
 FF0027.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV703742(NAD 83)
 FF0027
 FF0027                          SUPERSEDED SURVEY CONTROL
 FF0027
 FF0027  NGVD 29 (11/26/84)   73.878  (m)          242.38   (f) ADJUSTED    1 2
 FF0027
 FF0027.Superseded values are not recommended for survey control.
 FF0027
 FF0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0027.See file dsdata.pdf to determine how the superseded data were derived.
 FF0027
 FF0027_MARKER: DB = BENCH MARK DISK
 FF0027_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0094 ***********************************************************************
 GE0094  DESIGNATION -  B 188
 GE0094  PID         -  GE0094
 GE0094  STATE/COUNTY-  AR/CLAY
 GE0094  COUNTRY     -  US
 GE0094  USGS QUAD   -  MOUNDS (2017)
 GE0094
 GE0094                         *CURRENT SURVEY CONTROL
 GE0094  ______________________________________________________________________
 GE0094* NAD 83(1986) POSITION- 36 14 26.     (N) 090 19 04.     (W)   SCALED
 GE0094* NAVD 88 ORTHO HEIGHT -    83.275 (meters)      273.21  (feet) ADJUSTED
 GE0094  ______________________________________________________________________
 GE0094  GEOID HEIGHT    -        -28.404 (meters)                     GEOID18
 GE0094  DYNAMIC HEIGHT  -         83.207 (meters)      272.99  (feet) COMP
 GE0094  MODELED GRAVITY -    979,812.5   (mgal)                       NAVD 88
 GE0094
 GE0094  VERT ORDER      -  FIRST     CLASS II
 GE0094
 GE0094.The horizontal coordinates were scaled from a map and have
 GE0094.an estimated accuracy of +/- 6 seconds.
 GE0094
 GE0094.The orthometric height was determined by differential leveling and
 GE0094.adjusted by the NATIONAL GEODETIC SURVEY
 GE0094.in June 1991.
 GE0094
 GE0094.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0094.GEOID18 height accuracy estimate available here.
 GE0094
 GE0094.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA410139(NAD 83)
 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
 GE0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0094.See file dsdata.pdf to determine how the superseded data were derived.
 GE0094
 GE0094_MARKER: DB = BENCH MARK DISK
 GE0094_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GE0094_STAMPING: B 188 1956
 GE0094_MARK LOGO: CGS
 GE0094_PROJECTION: FLUSH
 GE0094_MAGNETIC: I = MARKER IS A STEEL ROD
 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 = MARCH 20, 2026 22:17:28 EDT
 FE1836 ***********************************************************************
 FE1836  DESIGNATION -  B 189
 FE1836  PID         -  FE1836
 FE1836  STATE/COUNTY-  AR/MISSISSIPPI
 FE1836  COUNTRY     -  US
 FE1836  USGS QUAD   -  BLYTHEVILLE (2017)
 FE1836
 FE1836                         *CURRENT SURVEY CONTROL
 FE1836  ______________________________________________________________________
 FE1836* NAD 83(1986) POSITION- 35 55 31.     (N) 089 55 17.     (W)   SCALED
 FE1836* NAVD 88 ORTHO HEIGHT -    78.323 (meters)      256.96  (feet) ADJUSTED
 FE1836  ______________________________________________________________________
 FE1836  GEOID HEIGHT    -        -28.104 (meters)                     GEOID18
 FE1836  DYNAMIC HEIGHT  -         78.257 (meters)      256.75  (feet) COMP
 FE1836  MODELED GRAVITY -    979,790.9   (mgal)                       NAVD 88
 FE1836
 FE1836  VERT ORDER      -  FIRST     CLASS II
 FE1836
 FE1836.The horizontal coordinates were scaled from a map and have
 FE1836.an estimated accuracy of +/- 6 seconds.
 FE1836
 FE1836.The orthometric height was determined by differential leveling and
 FE1836.adjusted by the NATIONAL GEODETIC SURVEY
 FE1836.in June 1991.
 FE1836
 FE1836.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE1836.GEOID18 height accuracy estimate available here.
 FE1836
 FE1836.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE364796(NAD 83)
 FE1836
 FE1836                          SUPERSEDED SURVEY CONTROL
 FE1836
 FE1836  NGVD 29 (11/26/84)   78.273  (m)          256.80   (f) ADJUSTED    1 2
 FE1836
 FE1836.Superseded values are not recommended for survey control.
 FE1836
 FE1836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1836.See file dsdata.pdf to determine how the superseded data were derived.
 FE1836
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0835 ***********************************************************************
 FG0835  DESIGNATION -  B 19
 FG0835  PID         -  FG0835
 FG0835  STATE/COUNTY-  AR/NEWTON
 FG0835  COUNTRY     -  US
 FG0835  USGS QUAD   -  SWAIN (2017)
 FG0835
 FG0835                         *CURRENT SURVEY CONTROL
 FG0835  ______________________________________________________________________
 FG0835* NAD 83(1986) POSITION- 35 50 49.     (N) 093 21 47.     (W)   SCALED
 FG0835* NAVD 88 ORTHO HEIGHT -   677.741 (meters)     2223.56  (feet) ADJUSTED
 FG0835  ______________________________________________________________________
 FG0835  GEOID HEIGHT    -        -27.986 (meters)                     GEOID18
 FG0835  DYNAMIC HEIGHT  -        677.081 (meters)     2221.39  (feet) COMP
 FG0835  MODELED GRAVITY -    979,635.8   (mgal)                       NAVD 88
 FG0835
 FG0835  VERT ORDER      -  SECOND    CLASS 0
 FG0835
 FG0835.The horizontal coordinates were scaled from a map and have
 FG0835.an estimated accuracy of +/- 6 seconds.
 FG0835
 FG0835.The orthometric height was determined by differential leveling and
 FG0835.adjusted by the NATIONAL GEODETIC SURVEY
 FG0835.in June 1991.
 FG0835
 FG0835.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0835.GEOID18 height accuracy estimate available here.
 FG0835
 FG0835.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV672670(NAD 83)
 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
 FG0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0835.See file dsdata.pdf to determine how the superseded data were derived.
 FG0835
 FG0835_MARKER: DB = BENCH MARK DISK
 FG0835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0835_STAMPING: 2223.270 B 19 1932
 FG0835_MARK LOGO: CGS
 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             CGS
 FG0835  HISTORY     - 1972     MARK NOT FOUND   NGS
 FG0835
 FG0835                          STATION DESCRIPTION
 FG0835
 FG0835'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FF1591 ***********************************************************************
 FF1591  DESIGNATION -  B 19
 FF1591  PID         -  FF1591
 FF1591  STATE/COUNTY-  AR/INDEPENDENCE
 FF1591  COUNTRY     -  US
 FF1591  USGS QUAD   -  CONCORD (2017)
 FF1591
 FF1591                         *CURRENT SURVEY CONTROL
 FF1591  ______________________________________________________________________
 FF1591* NAD 83(1986) POSITION- 35 44 46.     (N) 091 46 17.     (W)   SCALED
 FF1591* NAVD 88 ORTHO HEIGHT -    85.507 (meters)      280.53  (feet) ADJUSTED
 FF1591  ______________________________________________________________________
 FF1591  GEOID HEIGHT    -        -27.526 (meters)                     GEOID18
 FF1591  DYNAMIC HEIGHT  -         85.433 (meters)      280.29  (feet) COMP
 FF1591  MODELED GRAVITY -    979,761.6   (mgal)                       NAVD 88
 FF1591
 FF1591  VERT ORDER      -  SECOND    CLASS 0
 FF1591
 FF1591.The horizontal coordinates were scaled from a map and have
 FF1591.an estimated accuracy of +/- 6 seconds.
 FF1591
 FF1591.The orthometric height was determined by differential leveling and
 FF1591.adjusted by the NATIONAL GEODETIC SURVEY
 FF1591.in June 1991.
 FF1591
 FF1591.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1591.GEOID18 height accuracy estimate available here.
 FF1591
 FF1591.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV110564(NAD 83)
 FF1591
 FF1591                          SUPERSEDED SURVEY CONTROL
 FF1591
 FF1591  NGVD 29 (11/26/84)   85.426  (m)          280.27   (f) ADJUSTED    2 0
 FF1591
 FF1591.Superseded values are not recommended for survey control.
 FF1591
 FF1591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1591.See file dsdata.pdf to determine how the superseded data were derived.
 FF1591
 FF1591_MARKER: DD = SURVEY DISK
 FF1591_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF1591_STAMPING: B 19 1934
 FF1591_MARK LOGO: CGS+SS
 FF1591_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0147 ***********************************************************************
 GE0147  DESIGNATION -  B 190
 GE0147  PID         -  GE0147
 GE0147  STATE/COUNTY-  AR/CLAY
 GE0147  COUNTRY     -  US
 GE0147  USGS QUAD   -  MCDOUGAL (2017)
 GE0147
 GE0147                         *CURRENT SURVEY CONTROL
 GE0147  ______________________________________________________________________
 GE0147* NAD 83(1986) POSITION- 36 26 06.     (N) 090 25 49.     (W)   SCALED
 GE0147* NAVD 88 ORTHO HEIGHT -    88.827 (meters)      291.43  (feet) ADJUSTED
 GE0147  ______________________________________________________________________
 GE0147  GEOID HEIGHT    -        -28.726 (meters)                     GEOID18
 GE0147  DYNAMIC HEIGHT  -         88.755 (meters)      291.19  (feet) COMP
 GE0147  MODELED GRAVITY -    979,822.6   (mgal)                       NAVD 88
 GE0147
 GE0147  VERT ORDER      -  FIRST     CLASS II
 GE0147
 GE0147.The horizontal coordinates were scaled from a map and have
 GE0147.an estimated accuracy of +/- 6 seconds.
 GE0147
 GE0147.The orthometric height was determined by differential leveling and
 GE0147.adjusted by the NATIONAL GEODETIC SURVEY
 GE0147.in June 1991.
 GE0147
 GE0147.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0147.GEOID18 height accuracy estimate available here.
 GE0147
 GE0147.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA303352(NAD 83)
 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
 GE0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0147.See file dsdata.pdf to determine how the superseded data were derived.
 GE0147
 GE0147_MARKER: DB = BENCH MARK DISK
 GE0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0147_STAMPING: B 190 1956
 GE0147_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1109 ***********************************************************************
 EJ1109  DESIGNATION -  B 192 X
 EJ1109  PID         -  EJ1109
 EJ1109  STATE/COUNTY-  AR/CLARK
 EJ1109  COUNTRY     -  US
 EJ1109  USGS QUAD   -  ARKADELPHIA (2017)
 EJ1109
 EJ1109                         *CURRENT SURVEY CONTROL
 EJ1109  ______________________________________________________________________
 EJ1109* NAD 83(1986) POSITION- 34 05 39.12   (N) 093 04 30.67   (W)   HD_HELD1
 EJ1109* NAVD 88 ORTHO HEIGHT -    55.033 (meters)      180.55  (feet) ADJUSTED
 EJ1109  ______________________________________________________________________
 EJ1109  GEOID HEIGHT    -        -26.806 (meters)                     GEOID18
 EJ1109  DYNAMIC HEIGHT  -         54.978 (meters)      180.37  (feet) COMP
 EJ1109  MODELED GRAVITY -    979,636.2   (mgal)                       NAVD 88
 EJ1109
 EJ1109  VERT ORDER      -  FIRST     CLASS II
 EJ1109
 EJ1109.The horizontal coordinates were determined by differentially corrected
 EJ1109.hand held GPS observations or other comparable positioning techniques
 EJ1109.and have an estimated accuracy of +/- 3 meters.
 EJ1109
 EJ1109.The orthometric height was determined by differential leveling and
 EJ1109.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1109.in June 1991.
 EJ1109
 EJ1109.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1109.GEOID18 height accuracy estimate available here.
 EJ1109
 EJ1109.Click photographs - Photos may exist for this station.
 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     -   558,851.9     300,788.8     MT  (+/- 3 meters HH1 GPS) 
 EJ1109
 EJ1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT9306472603(NAD 83)
 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
 EJ1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1109.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1109
 EJ1109_MARKER: DB = BENCH MARK DISK
 EJ1109_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EJ1109_SP_SET: CULVERT HEADWALL
 EJ1109_STAMPING: B 192 X 1959
 EJ1109_MARK LOGO: CGS
 EJ1109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1109+STABILITY: SURFACE MOTION
 EJ1109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EJ1109+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2018
 EJ1109
 EJ1109  HISTORY     - Date     Condition        Report By
 EJ1109  HISTORY     - 1959     MONUMENTED       CGS
 EJ1109  HISTORY     - 1960     GOOD             CGS
 EJ1109  HISTORY     - 19980426 GOOD             USPSQD
 EJ1109  HISTORY     - 20110811 GOOD             BFENG
 EJ1109  HISTORY     - 20160120 GOOD             ARHD
 EJ1109  HISTORY     - 20160614 GOOD             ARHD
 EJ1109  HISTORY     - 20181106 GOOD             ARHD
 EJ1109
 EJ1109                          STATION DESCRIPTION
 EJ1109
 EJ1109'DESCRIBED BY COAST AND 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.
 EJ1109
 EJ1109                          STATION RECOVERY (2011)
 EJ1109
 EJ1109'RECOVERY NOTE BY B AND F ENGINEERING 2011 (TJS)
 EJ1109'RECOVERED IN GOOD CONDITION.
 EJ1109
 EJ1109                          STATION RECOVERY (2016)
 EJ1109
 EJ1109'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (BAB)
 EJ1109'RECOVERED AS DESCRIBED
 EJ1109
 EJ1109                          STATION RECOVERY (2016)
 EJ1109
 EJ1109'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 EJ1109'RECOVERED AS DESCRIBED.
 EJ1109
 EJ1109                          STATION RECOVERY (2018)
 EJ1109
 EJ1109'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (JDH)
 EJ1109'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0305 ***********************************************************************
 DL0305  DESIGNATION -  B 193 X
 DL0305  PID         -  DL0305
 DL0305  STATE/COUNTY-  AR/OUACHITA
 DL0305  COUNTRY     -  US
 DL0305  USGS QUAD   -  BRAGG CITY (2017)
 DL0305
 DL0305                         *CURRENT SURVEY CONTROL
 DL0305  ______________________________________________________________________
 DL0305* NAD 83(1986) POSITION- 33 39 00.     (N) 092 55 05.     (W)   SCALED
 DL0305* NAVD 88 ORTHO HEIGHT -    35.781 (meters)      117.39  (feet) ADJUSTED
 DL0305  ______________________________________________________________________
 DL0305  GEOID HEIGHT    -        -26.368 (meters)                     GEOID18
 DL0305  DYNAMIC HEIGHT  -         35.744 (meters)      117.27  (feet) COMP
 DL0305  MODELED GRAVITY -    979,606.2   (mgal)                       NAVD 88
 DL0305
 DL0305  VERT ORDER      -  FIRST     CLASS II
 DL0305
 DL0305.The horizontal coordinates were scaled from a map and have
 DL0305.an estimated accuracy of +/- 6 seconds.
 DL0305
 DL0305.The orthometric height was determined by differential leveling and
 DL0305.adjusted by the NATIONAL GEODETIC SURVEY
 DL0305.in June 1991.
 DL0305
 DL0305.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0305.GEOID18 height accuracy estimate available here.
 DL0305
 DL0305.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT075233(NAD 83)
 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
 DL0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0305.See file dsdata.pdf to determine how the superseded data were derived.
 DL0305
 DL0305_MARKER: DB = BENCH MARK DISK
 DL0305_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL0305_STAMPING: B 193 X 1959
 DL0305_MARK LOGO: CGS
 DL0305_MAGNETIC: I = MARKER IS A STEEL ROD
 DL0305_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0305_ROD/PIPE-DEPTH: 13.9 meters
 DL0305
 DL0305  HISTORY     - Date     Condition        Report By
 DL0305  HISTORY     - 1959     MONUMENTED       CGS
 DL0305  HISTORY     - 1960     GOOD             CGS
 DL0305  HISTORY     - 1964     GOOD             CGS
 DL0305
 DL0305                          STATION DESCRIPTION
 DL0305
 DL0305'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1964
 DL0305'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0346 ***********************************************************************
 GF0346  DESIGNATION -  B 194
 GF0346  PID         -  GF0346
 GF0346  STATE/COUNTY-  AR/BOONE
 GF0346  COUNTRY     -  US
 GF0346  USGS QUAD   -  BERGMAN (2017)
 GF0346
 GF0346                         *CURRENT SURVEY CONTROL
 GF0346  ______________________________________________________________________
 GF0346* NAD 83(1986) POSITION- 36 15 23.     (N) 093 07 27.     (W)   SCALED
 GF0346* NAVD 88 ORTHO HEIGHT -   360.434 (meters)     1182.52  (feet) ADJUSTED
 GF0346  ______________________________________________________________________
 GF0346  GEOID HEIGHT    -        -28.285 (meters)                     GEOID18
 GF0346  DYNAMIC HEIGHT  -        360.113 (meters)     1181.47  (feet) COMP
 GF0346  MODELED GRAVITY -    979,731.7   (mgal)                       NAVD 88
 GF0346
 GF0346  VERT ORDER      -  SECOND    CLASS 0
 GF0346
 GF0346.The horizontal coordinates were scaled from a map and have
 GF0346.an estimated accuracy of +/- 6 seconds.
 GF0346
 GF0346.The orthometric height was determined by differential leveling and
 GF0346.adjusted by the NATIONAL GEODETIC SURVEY
 GF0346.in June 1991.
 GF0346
 GF0346.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0346.GEOID18 height accuracy estimate available here.
 GF0346
 GF0346.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA888123(NAD 83)
 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
 GF0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0346.See file dsdata.pdf to determine how the superseded data were derived.
 GF0346
 GF0346_MARKER: DD = SURVEY DISK
 GF0346_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GF0346_SP_SET: CULVERT HEADWALL
 GF0346_STAMPING: B 194 1965
 GF0346_MARK LOGO: CGS
 GF0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0346+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DL0300 ***********************************************************************
 DL0300  DESIGNATION -  B 196
 DL0300  PID         -  DL0300
 DL0300  STATE/COUNTY-  AR/OUACHITA
 DL0300  COUNTRY     -  US
 DL0300  USGS QUAD   -  BRAGG CITY (2017)
 DL0300
 DL0300                         *CURRENT SURVEY CONTROL
 DL0300  ______________________________________________________________________
 DL0300* NAD 83(1986) POSITION- 33 41 17.     (N) 092 59 39.     (W)   SCALED
 DL0300* NAVD 88 ORTHO HEIGHT -    57.018 (meters)      187.07  (feet) ADJUSTED
 DL0300  ______________________________________________________________________
 DL0300  GEOID HEIGHT    -        -26.428 (meters)                     GEOID18
 DL0300  DYNAMIC HEIGHT  -         56.960 (meters)      186.88  (feet) COMP
 DL0300  MODELED GRAVITY -    979,606.1   (mgal)                       NAVD 88
 DL0300
 DL0300  VERT ORDER      -  FIRST     CLASS II
 DL0300
 DL0300.The horizontal coordinates were scaled from a map and have
 DL0300.an estimated accuracy of +/- 6 seconds.
 DL0300
 DL0300.The orthometric height was determined by differential leveling and
 DL0300.adjusted by the NATIONAL GEODETIC SURVEY
 DL0300.in June 1991.
 DL0300
 DL0300.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0300.GEOID18 height accuracy estimate available here.
 DL0300
 DL0300.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT005275(NAD 83)
 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
 DL0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0300.See file dsdata.pdf to determine how the superseded data were derived.
 DL0300
 DL0300_MARKER: DB = BENCH MARK DISK
 DL0300_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0300_STAMPING: B 196 1960
 DL0300_MARK LOGO: CGS
 DL0300_MAGNETIC: P = MARKER IS A STEEL PIPE
 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             CGS
 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 COAST AND GEODETIC SURVEY 1964
 DL0300'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0331 ***********************************************************************
 DL0331  DESIGNATION -  B 197
 DL0331  PID         -  DL0331
 DL0331  STATE/COUNTY-  AR/OUACHITA
 DL0331  COUNTRY     -  US
 DL0331  USGS QUAD   -  CAMDEN (2017)
 DL0331
 DL0331                         *CURRENT SURVEY CONTROL
 DL0331  ______________________________________________________________________
 DL0331* NAD 83(1986) POSITION- 33 33 46.3    (N) 092 49 40.4    (W)   HD_HELD2
 DL0331* NAVD 88 ORTHO HEIGHT -    36.500 (meters)      119.75  (feet) ADJUSTED
 DL0331  ______________________________________________________________________
 DL0331  GEOID HEIGHT    -        -26.289 (meters)                     GEOID18
 DL0331  DYNAMIC HEIGHT  -         36.462 (meters)      119.63  (feet) COMP
 DL0331  MODELED GRAVITY -    979,602.4   (mgal)                       NAVD 88
 DL0331
 DL0331  VERT ORDER      -  FIRST     CLASS II
 DL0331
 DL0331.The horizontal coordinates were established by autonomous hand held GPS
 DL0331.observations and have an estimated accuracy of +/- 10 meters.
 DL0331
 DL0331.The orthometric height was determined by differential leveling and
 DL0331.adjusted by the NATIONAL GEODETIC SURVEY
 DL0331.in June 1991.
 DL0331
 DL0331.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0331.GEOID18 height accuracy estimate available here.
 DL0331
 DL0331.Click photographs - Photos may exist for this station.
 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     -   499,710.      323,131.      MT  (+/- 10 meters HH2 GPS)
 DL0331
 DL0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT1597513701(NAD 83)
 DL0331
 DL0331                          SUPERSEDED SURVEY CONTROL
 DL0331
 DL0331.No superseded survey control is available for this station.
 DL0331
 DL0331_MARKER: DB = BENCH MARK DISK
 DL0331_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL0331_SP_SET: CROSS BEAM SLAB
 DL0331_STAMPING: B 197 1959
 DL0331_MARK LOGO: CGS
 DL0331_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0331_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL0331+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2013
 DL0331
 DL0331  HISTORY     - Date     Condition        Report By
 DL0331  HISTORY     - 1959     MONUMENTED       CGS
 DL0331  HISTORY     - 1960     GOOD             CGS
 DL0331  HISTORY     - 1964     GOOD             CGS
 DL0331  HISTORY     - 20091104 GOOD             OLSSON
 DL0331  HISTORY     - 20110921 MARK NOT FOUND   ARHD
 DL0331  HISTORY     - 20130416 GOOD             ARHD
 DL0331
 DL0331                          STATION DESCRIPTION
 DL0331
 DL0331'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1964
 DL0331'RECOVERED IN GOOD CONDITION.
 DL0331
 DL0331                          STATION RECOVERY (2009)
 DL0331
 DL0331'RECOVERY NOTE BY OLSSON ASSOCIATES 2009 (CDB)
 DL0331'RECOVERED IN GOOD CONDITION.
 DL0331
 DL0331                          STATION RECOVERY (2011)
 DL0331
 DL0331'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (AMC)
 DL0331'MARK NOT FOUND.
 DL0331
 DL0331                          STATION RECOVERY (2013)
 DL0331
 DL0331'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (JDH)
 DL0331'RECOVERED IN GOOD CONDITION.
 DL0331'
 DL0331'NOTE-ADD-IT IS 111.5 M (365.8 FT) NORTHEAST OF THE CENTERLINE OF
 DL0331'HIGHWAY 7 ALONG THE RAILROAD TRACKS UNDER THE SOUTH ADAMS AVENUE
 DL0331'OVERPASS.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0209 ***********************************************************************
 DL0209  DESIGNATION -  B 198
 DL0209  PID         -  DL0209
 DL0209  STATE/COUNTY-  AR/OUACHITA
 DL0209  COUNTRY     -  US
 DL0209  USGS QUAD   -  SNOW HILL (2017)
 DL0209
 DL0209                         *CURRENT SURVEY CONTROL
 DL0209  ______________________________________________________________________
 DL0209* NAD 83(1986) POSITION- 33 23 28.     (N) 092 40 07.     (W)   SCALED
 DL0209* NAVD 88 ORTHO HEIGHT -    48.898 (meters)      160.43  (feet) ADJUSTED
 DL0209  ______________________________________________________________________
 DL0209  GEOID HEIGHT    -        -26.267 (meters)                     GEOID18
 DL0209  DYNAMIC HEIGHT  -         48.847 (meters)      160.26  (feet) COMP
 DL0209  MODELED GRAVITY -    979,589.5   (mgal)                       NAVD 88
 DL0209
 DL0209  VERT ORDER      -  FIRST     CLASS II
 DL0209
 DL0209.The horizontal coordinates were scaled from a map and have
 DL0209.an estimated accuracy of +/- 6 seconds.
 DL0209
 DL0209.The orthometric height was determined by differential leveling and
 DL0209.adjusted by the NATIONAL GEODETIC SURVEY
 DL0209.in June 1991.
 DL0209
 DL0209.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0209.GEOID18 height accuracy estimate available here.
 DL0209
 DL0209.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS308946(NAD 83)
 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
 DL0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0209.See file dsdata.pdf to determine how the superseded data were derived.
 DL0209
 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             CGS
 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 COAST AND GEODETIC SURVEY 1964
 DL0209'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0793 ***********************************************************************
 DL0793  DESIGNATION -  B 199
 DL0793  PID         -  DL0793
 DL0793  STATE/COUNTY-  AR/LAFAYETTE
 DL0793  COUNTRY     -  US
 DL0793  USGS QUAD   -  BRADLEY (2017)
 DL0793
 DL0793                         *CURRENT SURVEY CONTROL
 DL0793  ______________________________________________________________________
 DL0793* NAD 83(1986) POSITION- 33 03 34.     (N) 093 39 51.     (W)   SCALED
 DL0793* NAVD 88 ORTHO HEIGHT -    74.019 (meters)      242.84  (feet) ADJUSTED
 DL0793  ______________________________________________________________________
 DL0793  GEOID HEIGHT    -        -26.420 (meters)                     GEOID18
 DL0793  DYNAMIC HEIGHT  -         73.939 (meters)      242.58  (feet) COMP
 DL0793  MODELED GRAVITY -    979,547.9   (mgal)                       NAVD 88
 DL0793
 DL0793  VERT ORDER      -  FIRST     CLASS II
 DL0793
 DL0793.The horizontal coordinates were scaled from a map and have
 DL0793.an estimated accuracy of +/- 6 seconds.
 DL0793
 DL0793.The orthometric height was determined by differential leveling and
 DL0793.adjusted by the NATIONAL GEODETIC SURVEY
 DL0793.in June 1991.
 DL0793
 DL0793.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0793.GEOID18 height accuracy estimate available here.
 DL0793
 DL0793.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS379580(NAD 83)
 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
 DL0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0793.See file dsdata.pdf to determine how the superseded data were derived.
 DL0793
 DL0793_MARKER: DB = BENCH MARK DISK
 DL0793_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL0793_SP_SET: CULVERT HEADWALL
 DL0793_STAMPING: B 199 1960
 DL0793_MARK LOGO: CGS
 DL0793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0793+STABILITY: SURFACE MOTION
 DL0793
 DL0793  HISTORY     - Date     Condition        Report By
 DL0793  HISTORY     - 1960     MONUMENTED       CGS
 DL0793  HISTORY     - 1963     GOOD             CGS
 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 COAST AND GEODETIC SURVEY 1963
 DL0793'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GE0477 ***********************************************************************
 GE0477  DESIGNATION -  B 2
 GE0477  PID         -  GE0477
 GE0477  STATE/COUNTY-  AR/LAWRENCE
 GE0477  COUNTRY     -  US
 GE0477  USGS QUAD   -  IMBODEN (2017)
 GE0477
 GE0477                         *CURRENT SURVEY CONTROL
 GE0477  ______________________________________________________________________
 GE0477* NAD 83(1986) POSITION- 36 13 25.     (N) 091 13 35.     (W)   SCALED
 GE0477* NAVD 88 ORTHO HEIGHT -    89.681 (meters)      294.23  (feet) ADJUSTED
 GE0477  ______________________________________________________________________
 GE0477  GEOID HEIGHT    -        -28.310 (meters)                     GEOID18
 GE0477  DYNAMIC HEIGHT  -         89.607 (meters)      293.99  (feet) COMP
 GE0477  MODELED GRAVITY -    979,802.9   (mgal)                       NAVD 88
 GE0477
 GE0477  VERT ORDER      -  FIRST     CLASS II
 GE0477
 GE0477.The horizontal coordinates were scaled from a map and have
 GE0477.an estimated accuracy of +/- 6 seconds.
 GE0477
 GE0477.The orthometric height was determined by differential leveling and
 GE0477.adjusted by the NATIONAL GEODETIC SURVEY
 GE0477.in January 1995.
 GE0477
 GE0477.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0477.GEOID18 height accuracy estimate available here.
 GE0477
 GE0477.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA594102(NAD 83)
 GE0477
 GE0477                          SUPERSEDED SURVEY CONTROL
 GE0477
 GE0477  NAVD 88 (06/15/91)   89.693  (m)          294.27   (f) SUPERSEDED  1 2
 GE0477  NGVD 29 (10/05/93)   89.582  (m)          293.90   (f) ADJUSTED    1 2
 GE0477  NGVD 29 (??/??/92)   89.595  (m)          293.95   (f) SUPERSEDED  1 2
 GE0477
 GE0477.Superseded values are not recommended for survey control.
 GE0477
 GE0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0477.See file dsdata.pdf to determine how the superseded data were derived.
 GE0477
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1589 ***********************************************************************
 FF1589  DESIGNATION -  B 20
 FF1589  PID         -  FF1589
 FF1589  STATE/COUNTY-  AR/INDEPENDENCE
 FF1589  COUNTRY     -  US
 FF1589  USGS QUAD   -  CONCORD (2017)
 FF1589
 FF1589                         *CURRENT SURVEY CONTROL
 FF1589  ______________________________________________________________________
 FF1589* NAD 83(1986) POSITION- 35 44 51.     (N) 091 49 09.     (W)   SCALED
 FF1589* NAVD 88 ORTHO HEIGHT -    86.993 (meters)      285.41  (feet) ADJUSTED
 FF1589  ______________________________________________________________________
 FF1589  GEOID HEIGHT    -        -27.522 (meters)                     GEOID18
 FF1589  DYNAMIC HEIGHT  -         86.917 (meters)      285.16  (feet) COMP
 FF1589  MODELED GRAVITY -    979,763.3   (mgal)                       NAVD 88
 FF1589
 FF1589  VERT ORDER      -  SECOND    CLASS 0
 FF1589
 FF1589.The horizontal coordinates were scaled from a map and have
 FF1589.an estimated accuracy of +/- 6 seconds.
 FF1589
 FF1589.The orthometric height was determined by differential leveling and
 FF1589.adjusted by the NATIONAL GEODETIC SURVEY
 FF1589.in June 1991.
 FF1589
 FF1589.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1589.GEOID18 height accuracy estimate available here.
 FF1589
 FF1589.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV067565(NAD 83)
 FF1589
 FF1589                          SUPERSEDED SURVEY CONTROL
 FF1589
 FF1589  NGVD 29 (11/26/84)   86.911  (m)          285.14   (f) ADJUSTED    2 0
 FF1589
 FF1589.Superseded values are not recommended for survey control.
 FF1589
 FF1589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1589.See file dsdata.pdf to determine how the superseded data were derived.
 FF1589
 FF1589_MARKER: DD = SURVEY DISK
 FF1589_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF1589_STAMPING: B 20 1934
 FF1589_MARK LOGO: CGS+SS
 FF1589_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 DL0241 ***********************************************************************
 DL0241  DESIGNATION -  B 201
 DL0241  PID         -  DL0241
 DL0241  STATE/COUNTY-  AR/UNION
 DL0241  COUNTRY     -  US
 DL0241  USGS QUAD   -  CALION (2017)
 DL0241
 DL0241                         *CURRENT SURVEY CONTROL
 DL0241  ______________________________________________________________________
 DL0241* NAD 83(1986) POSITION- 33 18 38.     (N) 092 31 20.     (W)   SCALED
 DL0241* NAVD 88 ORTHO HEIGHT -    49.039 (meters)      160.89  (feet) ADJUSTED
 DL0241  ______________________________________________________________________
 DL0241  GEOID HEIGHT    -        -26.279 (meters)                     GEOID18
 DL0241  DYNAMIC HEIGHT  -         48.987 (meters)      160.72  (feet) COMP
 DL0241  MODELED GRAVITY -    979,575.9   (mgal)                       NAVD 88
 DL0241
 DL0241  VERT ORDER      -  FIRST     CLASS II
 DL0241
 DL0241.The horizontal coordinates were scaled from a map and have
 DL0241.an estimated accuracy of +/- 6 seconds.
 DL0241
 DL0241.The orthometric height was determined by differential leveling and
 DL0241.adjusted by the NATIONAL GEODETIC SURVEY
 DL0241.in September 2023.
 DL0241
 DL0241.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0241.GEOID18 height accuracy estimate available here.
 DL0241
 DL0241.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS444858(NAD 83)
 DL0241
 DL0241                          SUPERSEDED SURVEY CONTROL
 DL0241
 DL0241  NAVD 88 (06/15/91)   49.039  (m)          160.89   (f) SUPERSEDED  1 2
 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
 DL0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0241.See file dsdata.pdf to determine how the superseded data were derived.
 DL0241
 DL0241_MARKER: DB = BENCH MARK DISK
 DL0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0241_STAMPING: B 201 1960
 DL0241_MARK LOGO: CGS
 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             CGS
 DL0241  HISTORY     - 20090225 POOR             ARHD
 DL0241
 DL0241                          STATION DESCRIPTION
 DL0241
 DL0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0241'ABOUT 2.45 MILES SOUTHEAST ALONG A PAVED AND GRAVEL ROAD FROM THE POST
 DL0241'OFFICE AT CALION, IN SECTION 23, T16S, R14W, 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 COAST AND GEODETIC SURVEY 1964
 DL0241'RECOVERED IN GOOD CONDITION.
 DL0241
 DL0241                          STATION RECOVERY (2009)
 DL0241
 DL0241'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2009 (VJB)
 DL0241'MARK IS LEANING 30 DEG. NORTHEAST.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0539 ***********************************************************************
 DL0539  DESIGNATION -  B 202
 DL0539  PID         -  DL0539
 DL0539  STATE/COUNTY-  AR/COLUMBIA
 DL0539  COUNTRY     -  US
 DL0539  USGS QUAD   -  MAGNOLIA (2017)
 DL0539
 DL0539                         *CURRENT SURVEY CONTROL
 DL0539  ______________________________________________________________________
 DL0539* NAD 83(1986) POSITION- 33 20 49.     (N) 093 12 43.     (W)   SCALED
 DL0539* NAVD 88 ORTHO HEIGHT -    99.000 (meters)      324.80  (feet) ADJUSTED
 DL0539  ______________________________________________________________________
 DL0539  GEOID HEIGHT    -        -26.472 (meters)                     GEOID18
 DL0539  DYNAMIC HEIGHT  -         98.894 (meters)      324.45  (feet) COMP
 DL0539  MODELED GRAVITY -    979,568.6   (mgal)                       NAVD 88
 DL0539
 DL0539  VERT ORDER      -  FIRST     CLASS II
 DL0539
 DL0539.The horizontal coordinates were scaled from a map and have
 DL0539.an estimated accuracy of +/- 6 seconds.
 DL0539
 DL0539.The orthometric height was determined by differential leveling and
 DL0539.adjusted by the NATIONAL GEODETIC SURVEY
 DL0539.in June 1991.
 DL0539
 DL0539.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0539.GEOID18 height accuracy estimate available here.
 DL0539
 DL0539.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS802897(NAD 83)
 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
 DL0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0539.See file dsdata.pdf to determine how the superseded data were derived.
 DL0539
 DL0539_MARKER: DB = BENCH MARK DISK
 DL0539_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL0539_STAMPING: B 202 1960
 DL0539_MARK LOGO: CGS
 DL0539_MAGNETIC: I = MARKER IS A STEEL ROD
 DL0539_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0539_ROD/PIPE-DEPTH: 10.2 meters
 DL0539
 DL0539  HISTORY     - Date     Condition        Report By
 DL0539  HISTORY     - 1960     MONUMENTED       CGS
 DL0539  HISTORY     - 1965     POOR             USGS
 DL0539  HISTORY     - 20110921 POOR             ARHD
 DL0539  HISTORY     - 20240807 MARK NOT FOUND   ARHD
 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.
 DL0539
 DL0539                          STATION RECOVERY (2011)
 DL0539
 DL0539'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (AMC)
 DL0539'MARK RECOVERED IN POOR CONDITION.
 DL0539
 DL0539                          STATION RECOVERY (2024)
 DL0539
 DL0539'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (SCW)
 DL0539'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0759 ***********************************************************************
 DL0759  DESIGNATION -  B 203
 DL0759  PID         -  DL0759
 DL0759  STATE/COUNTY-  AR/LAFAYETTE
 DL0759  COUNTRY     -  US
 DL0759  USGS QUAD   -  LEWISVILLE (2017)
 DL0759
 DL0759                         *CURRENT SURVEY CONTROL
 DL0759  ______________________________________________________________________
 DL0759* NAD 83(1986) POSITION- 33 21 56.     (N) 093 34 15.     (W)   SCALED
 DL0759* NAVD 88 ORTHO HEIGHT -    98.335 (meters)      322.62  (feet) ADJUSTED
 DL0759  ______________________________________________________________________
 DL0759  GEOID HEIGHT    -        -26.724 (meters)                     GEOID18
 DL0759  DYNAMIC HEIGHT  -         98.230 (meters)      322.28  (feet) COMP
 DL0759  MODELED GRAVITY -    979,568.4   (mgal)                       NAVD 88
 DL0759
 DL0759  VERT ORDER      -  FIRST     CLASS II
 DL0759
 DL0759.The horizontal coordinates were scaled from a map and have
 DL0759.an estimated accuracy of +/- 6 seconds.
 DL0759
 DL0759.The orthometric height was determined by differential leveling and
 DL0759.adjusted by the NATIONAL GEODETIC SURVEY
 DL0759.in June 1991.
 DL0759
 DL0759.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0759.GEOID18 height accuracy estimate available here.
 DL0759
 DL0759.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS468919(NAD 83)
 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
 DL0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0759.See file dsdata.pdf to determine how the superseded data were derived.
 DL0759
 DL0759_MARKER: DB = BENCH MARK DISK
 DL0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0759_STAMPING: B 203 1960
 DL0759_MARK LOGO: CGS
 DL0759_PROJECTION: FLUSH
 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             CGS
 DL0759  HISTORY     - 20070808 MARK NOT FOUND   ARHD
 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 COAST AND GEODETIC SURVEY 1963
 DL0759'RECOVERED IN GOOD CONDITION.
 DL0759
 DL0759                          STATION RECOVERY (2007)
 DL0759
 DL0759'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2007 (WDA)
 DL0759'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0659 ***********************************************************************
 DL0659  DESIGNATION -  B 205
 DL0659  PID         -  DL0659
 DL0659  STATE/COUNTY-  AR/COLUMBIA
 DL0659  COUNTRY     -  US
 DL0659  USGS QUAD   -  EMERSON (2017)
 DL0659
 DL0659                         *CURRENT SURVEY CONTROL
 DL0659  ______________________________________________________________________
 DL0659* NAD 83(1986) POSITION- 33 05 40.     (N) 093 11 35.     (W)   SCALED
 DL0659* NAVD 88 ORTHO HEIGHT -    94.562 (meters)      310.24  (feet) ADJUSTED
 DL0659  ______________________________________________________________________
 DL0659  GEOID HEIGHT    -        -26.262 (meters)                     GEOID18
 DL0659  DYNAMIC HEIGHT  -         94.458 (meters)      309.90  (feet) COMP
 DL0659  MODELED GRAVITY -    979,547.7   (mgal)                       NAVD 88
 DL0659
 DL0659  VERT ORDER      -  SECOND    CLASS 0
 DL0659
 DL0659.The horizontal coordinates were scaled from a map and have
 DL0659.an estimated accuracy of +/- 6 seconds.
 DL0659
 DL0659.The orthometric height was determined by differential leveling and
 DL0659.adjusted by the NATIONAL GEODETIC SURVEY
 DL0659.in June 1991.
 DL0659
 DL0659.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0659.GEOID18 height accuracy estimate available here.
 DL0659
 DL0659.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS819617(NAD 83)
 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
 DL0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0659.See file dsdata.pdf to determine how the superseded data were derived.
 DL0659
 DL0659_MARKER: DB = BENCH MARK DISK
 DL0659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0659_STAMPING: B 205 1960
 DL0659_MARK LOGO: CGS
 DL0659_PROJECTION: PROJECTING 13 CENTIMETERS
 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             CGS
 DL0659  HISTORY     - 20240814 MARK NOT FOUND   ARHD
 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 COAST AND GEODETIC SURVEY 1963
 DL0659'RECOVERED IN GOOD CONDITION.
 DL0659
 DL0659                          STATION RECOVERY (2024)
 DL0659
 DL0659'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (SCW)
 DL0659'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1349 ***********************************************************************
 FF1349  DESIGNATION -  B 206
 FF1349  PID         -  FF1349
 FF1349  STATE/COUNTY-  AR/WHITE
 FF1349  COUNTRY     -  US
 FF1349  USGS QUAD   -  VELVET RIDGE (2017)
 FF1349
 FF1349                         *CURRENT SURVEY CONTROL
 FF1349  ______________________________________________________________________
 FF1349* NAD 83(1986) POSITION- 35 25 12.     (N) 091 34 33.     (W)   SCALED
 FF1349* NAVD 88 ORTHO HEIGHT -   183.332 (meters)      601.48  (feet) ADJUSTED
 FF1349  ______________________________________________________________________
 FF1349  GEOID HEIGHT    -        -27.247 (meters)                     GEOID18
 FF1349  DYNAMIC HEIGHT  -        183.168 (meters)      600.94  (feet) COMP
 FF1349  MODELED GRAVITY -    979,732.7   (mgal)                       NAVD 88
 FF1349
 FF1349  VERT ORDER      -  SECOND    CLASS 0
 FF1349
 FF1349.The horizontal coordinates were scaled from a map and have
 FF1349.an estimated accuracy of +/- 6 seconds.
 FF1349
 FF1349.The orthometric height was determined by differential leveling and
 FF1349.adjusted by the NATIONAL GEODETIC SURVEY
 FF1349.in June 1991.
 FF1349
 FF1349.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1349.GEOID18 height accuracy estimate available here.
 FF1349
 FF1349.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV292205(NAD 83)
 FF1349
 FF1349                          SUPERSEDED SURVEY CONTROL
 FF1349
 FF1349  NGVD 29 (11/26/84)  183.280  (m)          601.31   (f) ADJUSTED    2 0
 FF1349
 FF1349.Superseded values are not recommended for survey control.
 FF1349
 FF1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1349.See file dsdata.pdf to determine how the superseded data were derived.
 FF1349
 FF1349_MARKER: DB = BENCH MARK DISK
 FF1349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1349_STAMPING: B 206 1962
 FF1349_MARK LOGO: CGS
 FF1349_PROJECTION: PROJECTING 15 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0254 ***********************************************************************
 FG0254  DESIGNATION -  B 207
 FG0254  PID         -  FG0254
 FG0254  STATE/COUNTY-  AR/CLEBURNE
 FG0254  COUNTRY     -  US
 FG0254  USGS QUAD   -  BARNEY (2017)
 FG0254
 FG0254                         *CURRENT SURVEY CONTROL
 FG0254  ______________________________________________________________________
 FG0254* NAD 83(1986) POSITION- 35 22 03.     (N) 092 07 46.     (W)   SCALED
 FG0254* NAVD 88 ORTHO HEIGHT -   259.149 (meters)      850.22  (feet) ADJUSTED
 FG0254  ______________________________________________________________________
 FG0254  GEOID HEIGHT    -        -27.612 (meters)                     GEOID18
 FG0254  DYNAMIC HEIGHT  -        258.908 (meters)      849.43  (feet) COMP
 FG0254  MODELED GRAVITY -    979,698.2   (mgal)                       NAVD 88
 FG0254
 FG0254  VERT ORDER      -  SECOND    CLASS 0
 FG0254
 FG0254.The horizontal coordinates were scaled from a map and have
 FG0254.an estimated accuracy of +/- 6 seconds.
 FG0254
 FG0254.The orthometric height was determined by differential leveling and
 FG0254.adjusted by the NATIONAL GEODETIC SURVEY
 FG0254.in June 1991.
 FG0254
 FG0254.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0254.GEOID18 height accuracy estimate available here.
 FG0254
 FG0254.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV790141(NAD 83)
 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
 FG0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0254.See file dsdata.pdf to determine how the superseded data were derived.
 FG0254
 FG0254_MARKER: DB = BENCH MARK DISK
 FG0254_SETTING: 66 = SET IN ROCK OUTCROP
 FG0254_STAMPING: B 207 1962
 FG0254_MARK LOGO: CGS
 FG0254_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FG0254+STABILITY: POSITION/ELEVATION WELL
 FG0254_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FG0254+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2010
 FG0254
 FG0254  HISTORY     - Date     Condition        Report By
 FG0254  HISTORY     - 1962     MONUMENTED       CGS
 FG0254  HISTORY     - 1967     GOOD             CGS
 FG0254  HISTORY     - 20101026 GOOD             NGS
 FG0254
 FG0254                          STATION DESCRIPTION
 FG0254
 FG0254'DESCRIBED BY COAST AND 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.
 FG0254
 FG0254                          STATION RECOVERY (2010)
 FG0254
 FG0254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2010 (JBW)
 FG0254'7.8 METERS, EAST OF THE NORTH ONE OF TWO SIGN POSTS FOR A WEIGHT LIMIT
 FG0254'SIGN.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0152 ***********************************************************************
 FG0152  DESIGNATION -  B 208
 FG0152  PID         -  FG0152
 FG0152  STATE/COUNTY-  AR/FAULKNER
 FG0152  COUNTRY     -  US
 FG0152  USGS QUAD   -  ROSE BUD (2017)
 FG0152
 FG0152                         *CURRENT SURVEY CONTROL
 FG0152  ______________________________________________________________________
 FG0152* NAD 83(1986) POSITION- 35 19 18.     (N) 092 07 05.     (W)   SCALED
 FG0152* NAVD 88 ORTHO HEIGHT -   230.128 (meters)      755.01  (feet) ADJUSTED
 FG0152  ______________________________________________________________________
 FG0152  GEOID HEIGHT    -        -27.622 (meters)                     GEOID18
 FG0152  DYNAMIC HEIGHT  -        229.915 (meters)      754.31  (feet) COMP
 FG0152  MODELED GRAVITY -    979,702.4   (mgal)                       NAVD 88
 FG0152
 FG0152  VERT ORDER      -  SECOND    CLASS 0
 FG0152
 FG0152.The horizontal coordinates were scaled from a map and have
 FG0152.an estimated accuracy of +/- 6 seconds.
 FG0152
 FG0152.The orthometric height was determined by differential leveling and
 FG0152.adjusted by the NATIONAL GEODETIC SURVEY
 FG0152.in June 1991.
 FG0152
 FG0152.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0152.GEOID18 height accuracy estimate available here.
 FG0152
 FG0152.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV801090(NAD 83)
 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
 FG0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0152.See file dsdata.pdf to determine how the superseded data were derived.
 FG0152
 FG0152_MARKER: DB = BENCH MARK DISK
 FG0152_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FG0152_SP_SET: CULVERT HEADWALL
 FG0152_STAMPING: B 208 1962
 FG0152_MARK LOGO: CGS
 FG0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0152+STABILITY: SURFACE MOTION
 FG0152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG0152+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2014
 FG0152
 FG0152  HISTORY     - Date     Condition        Report By
 FG0152  HISTORY     - 1962     MONUMENTED       CGS
 FG0152  HISTORY     - 20041202 GOOD             NGS
 FG0152  HISTORY     - 20141009 GOOD             ARHD
 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.
 FG0152
 FG0152                          STATION RECOVERY (2014)
 FG0152
 FG0152'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (JDH)
 FG0152'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0208 ***********************************************************************
 FG0208  DESIGNATION -  B 209
 FG0208  PID         -  FG0208
 FG0208  STATE/COUNTY-  AR/FAULKNER
 FG0208  COUNTRY     -  US
 FG0208  USGS QUAD   -  GREENBRIER (2017)
 FG0208
 FG0208                         *CURRENT SURVEY CONTROL
 FG0208  ______________________________________________________________________
 FG0208* NAD 83(1986) POSITION- 35 13 10.     (N) 092 23 17.     (W)   SCALED
 FG0208* NAVD 88 ORTHO HEIGHT -   100.256 (meters)      328.92  (feet) ADJUSTED
 FG0208  ______________________________________________________________________
 FG0208  GEOID HEIGHT    -        -28.030 (meters)                     GEOID18
 FG0208  DYNAMIC HEIGHT  -        100.162 (meters)      328.61  (feet) COMP
 FG0208  MODELED GRAVITY -    979,698.7   (mgal)                       NAVD 88
 FG0208
 FG0208  VERT ORDER      -  SECOND    CLASS 0
 FG0208
 FG0208.The horizontal coordinates were scaled from a map and have
 FG0208.an estimated accuracy of +/- 6 seconds.
 FG0208
 FG0208.The orthometric height was determined by differential leveling and
 FG0208.adjusted by the NATIONAL GEODETIC SURVEY
 FG0208.in June 1991.
 FG0208
 FG0208.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0208.GEOID18 height accuracy estimate available here.
 FG0208
 FG0208.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU556975(NAD 83)
 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
 FG0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0208.See file dsdata.pdf to determine how the superseded data were derived.
 FG0208
 FG0208_MARKER: DB = BENCH MARK DISK
 FG0208_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FG0208_SP_SET: CULVERT HEADWALL
 FG0208_STAMPING: B 209 1962
 FG0208_MARK LOGO: CGS
 FG0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0208+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EK0009 ***********************************************************************
 EK0009  DESIGNATION -  B 21
 EK0009  PID         -  EK0009
 EK0009  STATE/COUNTY-  AR/SCOTT
 EK0009  COUNTRY     -  US
 EK0009  USGS QUAD   -  Y CITY (2017)
 EK0009
 EK0009                         *CURRENT SURVEY CONTROL
 EK0009  ______________________________________________________________________
 EK0009* NAD 83(1986) POSITION- 34 44 06.     (N) 094 04 36.     (W)   SCALED
 EK0009* NAVD 88 ORTHO HEIGHT -   225.963 (meters)      741.35  (feet) ADJUSTED
 EK0009  ______________________________________________________________________
 EK0009  GEOID HEIGHT    -        -30.340 (meters)                     GEOID18
 EK0009  DYNAMIC HEIGHT  -        225.724 (meters)      740.56  (feet) COMP
 EK0009  MODELED GRAVITY -    979,576.8   (mgal)                       NAVD 88
 EK0009
 EK0009  VERT ORDER      -  FIRST     CLASS II
 EK0009
 EK0009.The horizontal coordinates were scaled from a map and have
 EK0009.an estimated accuracy of +/- 6 seconds.
 EK0009
 EK0009.The orthometric height was determined by differential leveling and
 EK0009.adjusted by the NATIONAL GEODETIC SURVEY
 EK0009.in June 1991.
 EK0009
 EK0009.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0009.GEOID18 height accuracy estimate available here.
 EK0009
 EK0009.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU014441(NAD 83)
 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
 EK0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0009.See file dsdata.pdf to determine how the superseded data were derived.
 EK0009
 EK0009_MARKER: DB = BENCH MARK DISK
 EK0009_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EK0009_SP_SET: BRIDGE CURB
 EK0009_STAMPING: B 21 1932
 EK0009_MARK LOGO: CGS
 EK0009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0009
 EK0009  HISTORY     - Date     Condition        Report By
 EK0009  HISTORY     - 1932     MONUMENTED       CGS
 EK0009  HISTORY     - 1959     GOOD             CGS
 EK0009  HISTORY     - 1985     MARK NOT FOUND   NGS
 EK0009
 EK0009                          STATION DESCRIPTION
 EK0009
 EK0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (ALW)
 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FF1587 ***********************************************************************
 FF1587  DESIGNATION -  B 21
 FF1587  PID         -  FF1587
 FF1587  STATE/COUNTY-  AR/INDEPENDENCE
 FF1587  COUNTRY     -  US
 FF1587  USGS QUAD   -  BETHESDA (2017)
 FF1587
 FF1587                         *CURRENT SURVEY CONTROL
 FF1587  ______________________________________________________________________
 FF1587* NAD 83(1986) POSITION- 35 46 34.     (N) 091 51 34.     (W)   SCALED
 FF1587* NAVD 88 ORTHO HEIGHT -    89.967 (meters)      295.17  (feet) ADJUSTED
 FF1587  ______________________________________________________________________
 FF1587  GEOID HEIGHT    -        -27.571 (meters)                     GEOID18
 FF1587  DYNAMIC HEIGHT  -         89.889 (meters)      294.91  (feet) COMP
 FF1587  MODELED GRAVITY -    979,762.5   (mgal)                       NAVD 88
 FF1587
 FF1587  VERT ORDER      -  SECOND    CLASS 0
 FF1587
 FF1587.The horizontal coordinates were scaled from a map and have
 FF1587.an estimated accuracy of +/- 6 seconds.
 FF1587
 FF1587.The orthometric height was determined by differential leveling and
 FF1587.adjusted by the NATIONAL GEODETIC SURVEY
 FF1587.in June 1991.
 FF1587
 FF1587.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1587.GEOID18 height accuracy estimate available here.
 FF1587
 FF1587.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV030597(NAD 83)
 FF1587
 FF1587                          SUPERSEDED SURVEY CONTROL
 FF1587
 FF1587  NGVD 29 (11/26/84)   89.883  (m)          294.89   (f) ADJUSTED    2 0
 FF1587
 FF1587.Superseded values are not recommended for survey control.
 FF1587
 FF1587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1587.See file dsdata.pdf to determine how the superseded data were derived.
 FF1587
 FF1587_MARKER: DD = SURVEY DISK
 FF1587_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF1587_STAMPING: B 21 1934
 FF1587_MARK LOGO: CGS+SS
 FF1587_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EK0692 ***********************************************************************
 EK0692  DESIGNATION -  B 21 RESET
 EK0692  PID         -  EK0692
 EK0692  STATE/COUNTY-  AR/SCOTT
 EK0692  COUNTRY     -  US
 EK0692  USGS QUAD   -  Y CITY (2017)
 EK0692
 EK0692                         *CURRENT SURVEY CONTROL
 EK0692  ______________________________________________________________________
 EK0692* NAD 83(2011) POSITION- 34 44 05.69747(N) 094 04 38.46836(W)   ADJUSTED
 EK0692* NAD 83(2011) ELLIP HT-   196.257 (meters)        (09/10/24)   ADJUSTED
 EK0692* NAD 83(2011) EPOCH   -  2010.00
 EK0692* NAVD 88 ORTHO HEIGHT -   226.634 (meters)      743.55  (feet) ADJUSTED
 EK0692  ______________________________________________________________________
 EK0692  GEOID HEIGHT    -        -30.341 (meters)                     GEOID18
 EK0692  NAD 83(2011) X  -   -373,106.797 (meters)                     COMP
 EK0692  NAD 83(2011) Y  - -5,234,118.688 (meters)                     COMP
 EK0692  NAD 83(2011) Z  -  3,613,850.231 (meters)                     COMP
 EK0692  LAPLACE CORR    -          3.80  (seconds)                    DEFLEC18
 EK0692  DYNAMIC HEIGHT  -        226.395 (meters)      742.76  (feet) COMP
 EK0692  MODELED GRAVITY -    979,576.9   (mgal)                       NAVD 88
 EK0692
 EK0692  VERT ORDER      -  FIRST     CLASS II
 EK0692
 EK0692  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 EK0692  Standards:
 EK0692         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 EK0692            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 EK0692  -------------------------------------------------------------------
 EK0692  NETWORK    0.59   1.23           0.22   0.26   0.63      0.02360707
 EK0692  -------------------------------------------------------------------
 EK0692  Click here for local accuracies and other accuracy information.
 EK0692
 EK0692.The horizontal coordinates were established by GPS observations
 EK0692.and adjusted by the NONE DEFINED in September 2024.
 EK0692
 EK0692.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 EK0692.been affixed to the stable North American tectonic plate. See 
 EK0692.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 EK0692
 EK0692.The horizontal coordinates are valid at the epoch date displayed above
 EK0692.which is a decimal equivalence of Year/Month/Day.
 EK0692
 EK0692.The orthometric height was determined by differential leveling and
 EK0692.adjusted by the NATIONAL GEODETIC SURVEY
 EK0692.in June 1991.
 EK0692
 EK0692.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0692.GEOID18 height accuracy estimate available here.
 EK0692
 EK0692.Click photographs - Photos may exist for this station.
 EK0692
 EK0692.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EK0692
 EK0692.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0692
 EK0692.The ellipsoidal height was determined by GPS observations
 EK0692.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 EK0692
 EK0692;                    North         East     Units Scale Factor Converg.
 EK0692;SPC AR N     -    46,559.951   209,758.332   MT  1.00004493   -1 12 31.7
 EK0692;SPC AR N     -   152,755.44    688,182.13   sFT  1.00004493   -1 12 31.7
 EK0692;UTM  15      - 3,844,175.272   401,371.769   MT  0.99971989   -0 36 50.1
 EK0692
 EK0692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0692!SPC AR N     -   0.99996919  x   1.00004493  =   1.00001412
 EK0692!UTM  15      -   0.99996919  x   0.99971989  =   0.99968909
 EK0692
 EK0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU0137144175(NAD 83)
 EK0692
 EK0692                          SUPERSEDED SURVEY CONTROL
 EK0692
 EK0692.No superseded survey control is available for this station.
 EK0692
 EK0692_MARKER: DV = VERTICAL CONTROL 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: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0692+STABILITY: SURFACE MOTION
 EK0692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EK0692+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2024
 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  HISTORY     - 20240130 GOOD             ARHD
 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.
 EK0692
 EK0692                          STATION RECOVERY (2024)
 EK0692
 EK0692'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (JDH)
 EK0692'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0355 ***********************************************************************
 FG0355  DESIGNATION -  B 210
 FG0355  PID         -  FG0355
 FG0355  STATE/COUNTY-  AR/CONWAY
 FG0355  COUNTRY     -  US
 FG0355  USGS QUAD   -  MORRILTON EAST (2017)
 FG0355
 FG0355                         *CURRENT SURVEY CONTROL
 FG0355  ______________________________________________________________________
 FG0355* NAD 83(1986) POSITION- 35 09 06.     (N) 092 43 32.     (W)   SCALED
 FG0355* NAVD 88 ORTHO HEIGHT -   120.331 (meters)      394.79  (feet) ADJUSTED
 FG0355  ______________________________________________________________________
 FG0355  GEOID HEIGHT    -        -28.542 (meters)                     GEOID18
 FG0355  DYNAMIC HEIGHT  -        120.217 (meters)      394.41  (feet) COMP
 FG0355  MODELED GRAVITY -    979,689.1   (mgal)                       NAVD 88
 FG0355
 FG0355  VERT ORDER      -  FIRST     CLASS II
 FG0355
 FG0355.The horizontal coordinates were scaled from a map and have
 FG0355.an estimated accuracy of +/- 6 seconds.
 FG0355
 FG0355.The orthometric height was determined by differential leveling and
 FG0355.adjusted by the NATIONAL GEODETIC SURVEY
 FG0355.in June 1991.
 FG0355
 FG0355.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0355.GEOID18 height accuracy estimate available here.
 FG0355
 FG0355.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU249898(NAD 83)
 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
 FG0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0355.See file dsdata.pdf to determine how the superseded data were derived.
 FG0355
 FG0355_MARKER: DB = BENCH MARK DISK
 FG0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0355_STAMPING: B 210 1962
 FG0355_MARK LOGO: CGS
 FG0355_PROJECTION: PROJECTING 5 CENTIMETERS
 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             CGS
 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FE1899 ***********************************************************************
 FE1899  DESIGNATION -  B 213
 FE1899  PID         -  FE1899
 FE1899  STATE/COUNTY-  AR/MISSISSIPPI
 FE1899  COUNTRY     -  US
 FE1899  USGS QUAD   -  CHIC (2019)
 FE1899
 FE1899                         *CURRENT SURVEY CONTROL
 FE1899  ______________________________________________________________________
 FE1899* NAD 83(1986) POSITION- 35 56 54.     (N) 089 42 13.     (W)   SCALED
 FE1899* NAVD 88 ORTHO HEIGHT -    85.144 (meters)      279.34  (feet) ADJUSTED
 FE1899  ______________________________________________________________________
 FE1899  GEOID HEIGHT    -        -28.111 (meters)                     GEOID18
 FE1899  DYNAMIC HEIGHT  -         85.072 (meters)      279.11  (feet) COMP
 FE1899  MODELED GRAVITY -    979,792.4   (mgal)                       NAVD 88
 FE1899
 FE1899  VERT ORDER      -  FIRST     CLASS I
 FE1899
 FE1899.The horizontal coordinates were scaled from a map and have
 FE1899.an estimated accuracy of +/- 6 seconds.
 FE1899
 FE1899.The orthometric height was determined by differential leveling and
 FE1899.adjusted by the NATIONAL GEODETIC SURVEY
 FE1899.in June 1991.
 FE1899
 FE1899.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE1899.GEOID18 height accuracy estimate available here.
 FE1899
 FE1899.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE561815(NAD 83)
 FE1899
 FE1899                          SUPERSEDED SURVEY CONTROL
 FE1899
 FE1899  NGVD 29 (11/26/84)   85.071  (m)          279.10   (f) ADJUSTED    1 1
 FE1899
 FE1899.Superseded values are not recommended for survey control.
 FE1899
 FE1899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1899.See file dsdata.pdf to determine how the superseded data were derived.
 FE1899
 FE1899_MARKER: DV = VERTICAL CONTROL DISK
 FE1899_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1899_STAMPING: B 213 1976
 FE1899_MARK LOGO: NGS
 FE1899_MAGNETIC: I = MARKER IS A STEEL ROD
 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 = MARCH 20, 2026 22:17:28 EDT
 FE1942 ***********************************************************************
 FE1942  DESIGNATION -  B 214
 FE1942  PID         -  FE1942
 FE1942  STATE/COUNTY-  AR/MISSISSIPPI
 FE1942  COUNTRY     -  US
 FE1942  USGS QUAD   -  ROSA (2017)
 FE1942
 FE1942                         *CURRENT SURVEY CONTROL
 FE1942  ______________________________________________________________________
 FE1942* NAD 83(1997) POSITION- 35 46 07.18442(N) 089 51 04.07885(W)   ADJUSTED
 FE1942* NAVD 88 ORTHO HEIGHT -    82.280 (meters)      269.95  (feet) ADJUSTED
 FE1942  ______________________________________________________________________
 FE1942  GEOID HEIGHT    -        -27.741 (meters)                     GEOID18
 FE1942  LAPLACE CORR    -          0.70  (seconds)                    DEFLEC18
 FE1942  DYNAMIC HEIGHT  -         82.211 (meters)      269.72  (feet) COMP
 FE1942  MODELED GRAVITY -    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 and
 FE1942.adjusted by the NATIONAL GEODETIC SURVEY
 FE1942.in June 1991.
 FE1942
 FE1942.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE1942.GEOID18 height accuracy estimate available here.
 FE1942
 FE1942.Click photographs - Photos may exist for this station.
 FE1942
 FE1942.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999144  x   0.99994110  =   0.99993254
 FE1942!UTM  16      -   0.99999144  x   1.00041871  =   1.00041015
 FE1942
 FE1942_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4225162040(NAD 83)
 FE1942
 FE1942                          SUPERSEDED SURVEY CONTROL
 FE1942
 FE1942  NAD 83(1995)-  35 46 07.18516(N)    089 51 04.07870(W) AD(       ) 2
 FE1942  NAD 83(1990)-  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              82.22   (m)          269.8    (f) LEVELING    3  
 FE1942  NGVD 29 (11/26/84)   82.221  (m)          269.75   (f) ADJUSTED    1 1
 FE1942
 FE1942.Superseded values are not recommended for survey control.
 FE1942
 FE1942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1942.See file dsdata.pdf to determine how the superseded data were derived.
 FE1942
 FE1942_MARKER: DV = VERTICAL CONTROL DISK
 FE1942_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FE1942+WITH SETTING: INTO GROUND
 FE1942_STAMPING: B 214 1976
 FE1942_MARK LOGO: NGS
 FE1942_MAGNETIC: I = MARKER IS A STEEL ROD
 FE1942_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1011 ***********************************************************************
 FF1011  HT_MOD      -  This is a Height Modernization Survey Station.
 FF1011  DESIGNATION -  B 215
 FF1011  PID         -  FF1011
 FF1011  STATE/COUNTY-  AR/MISSISSIPPI
 FF1011  COUNTRY     -  US
 FF1011  USGS QUAD   -  WILSON (2017)
 FF1011
 FF1011                         *CURRENT SURVEY CONTROL
 FF1011  ______________________________________________________________________
 FF1011* NAD 83(2011) POSITION- 35 33 37.35225(N) 090 01 45.66162(W)   ADJUSTED
 FF1011* NAD 83(2011) ELLIP HT-    49.905 (meters)        (06/27/12)   ADJUSTED
 FF1011* NAD 83(2011) EPOCH   -  2010.00
 FF1011* NAVD 88 ORTHO HEIGHT -    77.53  (meters)      254.4   (feet) GPS OBS
 FF1011  ______________________________________________________________________
 FF1011  NAVD 88 orthometric height was determined with geoid model    GEOID03
 FF1011  GEOID HEIGHT    -        -27.581 (meters)                     GEOID03
 FF1011  GEOID HEIGHT    -        -27.601 (meters)                     GEOID18
 FF1011  NAD 83(2011) X  -     -2,660.975 (meters)                     COMP
 FF1011  NAD 83(2011) Y  - -5,194,558.298 (meters)                     COMP
 FF1011  NAD 83(2011) Z  -  3,688,648.462 (meters)                     COMP
 FF1011  LAPLACE CORR    -          1.64  (seconds)                    DEFLEC18
 FF1011
 FF1011  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FF1011  Standards:
 FF1011         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FF1011            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FF1011  -------------------------------------------------------------------
 FF1011  NETWORK    0.56   0.90           0.25   0.20   0.46      0.11423893
 FF1011  -------------------------------------------------------------------
 FF1011  Click here for local accuracies and other accuracy information.
 FF1011
 FF1011.The horizontal coordinates were established by GPS observations
 FF1011.and adjusted by the National Geodetic Survey in June 2012.
 FF1011
 FF1011.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FF1011.been affixed to the stable North American tectonic plate. See 
 FF1011.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FF1011
 FF1011.The horizontal coordinates are valid at the epoch date displayed above
 FF1011.which is a decimal equivalence of Year/Month/Day.
 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.
 FF1011
 FF1011.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1011.GEOID18 height accuracy estimate available here.
 FF1011
 FF1011.Click photographs - Photos may exist for this station.
 FF1011
 FF1011.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF1011
 FF1011.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1011
 FF1011.The ellipsoidal height was determined by GPS observations
 FF1011.and is referenced to NAD 83.
 FF1011
 FF1011. The following values were computed from the NAD 83(2011) position.
 FF1011
 FF1011;                    North         East     Units Scale Factor Converg.
 FF1011;SPC AR N     -   137,917.511   578,638.586   MT  0.99993602   +1 08 48.2
 FF1011;SPC AR N     -   452,484.37  1,898,416.76   sFT  0.99993602   +1 08 48.2
 FF1011;UTM  15      - 3,939,250.964   769,255.019   MT  1.00049350   +1 43 43.1
 FF1011;UTM  16      - 3,939,413.176   225,422.823   MT  1.00052918   -1 45 46.3
 FF1011
 FF1011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1011!SPC AR N     -   0.99999217  x   0.99993602  =   0.99992819
 FF1011!UTM  15      -   0.99999217  x   1.00049350  =   1.00048566
 FF1011!UTM  16      -   0.99999217  x   1.00052918  =   1.00052134
 FF1011
 FF1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6925539250(NAD 83)
 FF1011
 FF1011                          SUPERSEDED SURVEY CONTROL
 FF1011
 FF1011  NAD 83(2007)-  35 33 37.35229(N)    090 01 45.66265(W) AD(2002.00) 0
 FF1011  ELLIP H (02/10/07)   49.930  (m)                       GP(2002.00)    
 FF1011  NAD 83(1997)-  35 33 37.35199(N)    090 01 45.66271(W) AD(       ) 1
 FF1011  ELLIP H (01/24/03)   49.924  (m)                       GP(       ) 2 2
 FF1011  NAVD 88              77.50   (m)          254.3    (f) LEVELING    3  
 FF1011  NAVD 88 (06/15/91)   77.500  (m)          254.26   (f) ADJUSTED    1 1
 FF1011  NGVD 29 (11/26/84)   77.473  (m)          254.18   (f) ADJUSTED    1 1
 FF1011
 FF1011.Superseded values are not recommended for survey control.
 FF1011
 FF1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1011.See file dsdata.pdf to determine how the superseded data were derived.
 FF1011
 FF1011_MARKER: DV = VERTICAL CONTROL DISK
 FF1011_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FF1011+WITH SETTING: INTO GROUND
 FF1011_STAMPING: B 215 1976
 FF1011_MARK LOGO: NGS
 FF1011_PROJECTION: RECESSED 10 CENTIMETERS
 FF1011_MAGNETIC: I = MARKER IS A STEEL ROD
 FF1011_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 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  COUNTRY     -  US
 FF1108  USGS QUAD   -  FRENCHMANS BAYOU (2017)
 FF1108
 FF1108                         *CURRENT SURVEY CONTROL
 FF1108  ______________________________________________________________________
 FF1108* NAD 83(2011) POSITION- 35 26 05.97079(N) 090 08 57.09795(W)   ADJUSTED
 FF1108* NAD 83(2011) ELLIP HT-    48.880 (meters)        (06/27/12)   ADJUSTED
 FF1108* NAD 83(2011) EPOCH   -  2010.00
 FF1108* NAVD 88 ORTHO HEIGHT -    76.47  (meters)      250.9   (feet) GPS OBS
 FF1108  ______________________________________________________________________
 FF1108  NAVD 88 orthometric height was determined with geoid model    GEOID03
 FF1108  GEOID HEIGHT    -        -27.547 (meters)                     GEOID03
 FF1108  GEOID HEIGHT    -        -27.552 (meters)                     GEOID18
 FF1108  NAD 83(2011) X  -    -13,547.255 (meters)                     COMP
 FF1108  NAD 83(2011) Y  - -5,202,618.437 (meters)                     COMP
 FF1108  NAD 83(2011) Z  -  3,677,322.057 (meters)                     COMP
 FF1108  LAPLACE CORR    -          0.85  (seconds)                    DEFLEC18
 FF1108
 FF1108  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FF1108  Standards:
 FF1108         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FF1108            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FF1108  -------------------------------------------------------------------
 FF1108  NETWORK    0.51   0.78           0.23   0.18   0.40      0.07093957
 FF1108  -------------------------------------------------------------------
 FF1108  Click here for local accuracies and other accuracy information.
 FF1108
 FF1108.The horizontal coordinates were established by GPS observations
 FF1108.and adjusted by the National Geodetic Survey in June 2012.
 FF1108
 FF1108.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FF1108.been affixed to the stable North American tectonic plate. See 
 FF1108.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FF1108
 FF1108.The horizontal coordinates are valid at the epoch date displayed above
 FF1108.which is a decimal equivalence of Year/Month/Day.
 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.
 FF1108
 FF1108.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1108.GEOID18 height accuracy estimate available here.
 FF1108
 FF1108.Click photographs - Photos may exist for this station.
 FF1108
 FF1108.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF1108
 FF1108.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1108
 FF1108.The ellipsoidal height was determined by GPS observations
 FF1108.and is referenced to NAD 83.
 FF1108
 FF1108. The following values were computed from the NAD 83(2011) position.
 FF1108
 FF1108;                    North         East     Units Scale Factor Converg.
 FF1108;SPC AR N     -   123,798.734   568,037.606   MT  0.99993931   +1 04 37.1
 FF1108;SPC AR N     -   406,163.01  1,863,636.71   sFT  0.99993931   +1 04 37.1
 FF1108;SPC TN       -   130,213.561   223,366.305   MT  0.99997251   -2 25 44.8
 FF1108;SPC TN       -   427,208.99    732,827.62   sFT  0.99997251   -2 25 44.8
 FF1108;UTM  15      - 3,925,018.298   758,791.874   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV5879125018(NAD 83)
 FF1108
 FF1108                          SUPERSEDED SURVEY CONTROL
 FF1108
 FF1108  NAD 83(2007)-  35 26 05.97083(N)    090 08 57.09896(W) AD(2002.00) 0
 FF1108  ELLIP H (02/10/07)   48.906  (m)                       GP(2002.00)    
 FF1108  NAD 83(1997)-  35 26 05.97065(N)    090 08 57.09884(W) AD(       ) 1
 FF1108  ELLIP H (01/24/03)   48.894  (m)                       GP(       ) 2 2
 FF1108  NAD 83(1997)-  35 26 05.97197(N)    090 08 57.09756(W) AD(       ) 2
 FF1108  NAD 83(1995)-  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              76.42   (m)          250.7    (f) LEVELING    3  
 FF1108  NAVD 88 (06/15/91)   76.418  (m)          250.71   (f) ADJUSTED    1 1
 FF1108  NGVD 29              77.47   (m)          254.2    (f) LEVELING    3  
 FF1108  NGVD 29 (11/26/84)   76.401  (m)          250.66   (f) ADJUSTED    1 1
 FF1108
 FF1108.Superseded values are not recommended for survey control.
 FF1108
 FF1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1108.See file dsdata.pdf to determine how the superseded data were derived.
 FF1108
 FF1108_MARKER: DV = VERTICAL CONTROL DISK
 FF1108_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FF1108_STAMPING: B 215 X 1976
 FF1108_MARK LOGO: NGS
 FF1108_PROJECTION: FLUSH
 FF1108_MAGNETIC: I = MARKER IS A STEEL ROD
 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             USACE
 FF1108  HISTORY     - 20011014 GOOD             3001
 FF1108
 FF1108                          STATION DESCRIPTION
 FF1108
 FF1108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 FF1108'12.2 MI SOUTH FROM WILSON.  12.2 MILES SOUTH ALONG THE LEVEE FROM THE
 FF1108'CROSSING OF UNION STREET AT WILSON, 18 FEET NORTHWEST OF THE CENTER OF
 FF1108'LEVEE, AND 2 FEET SOUTHEAST OF MILEPOST 122/123.  A DISK ON THE TOP OF
 FF1108'A COPPER-COATED STEEL ROD SET TO A DEPTH OF 104 FEET.  2 FEET BELOW
 FF1108'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 THE
 FF1108'MISSISSIPPI RIVER.  PERMISSION WAS OBTAINED FROM MR. B.B.  ENGINEER,
 FF1108'MR. B.B. FAIR, ST. FRANCIS LEVEE DISTRICT, P.O. BOX 308, WEST MEMPHIS,
 FF1108'AR. 72301. TELEPHONE 501-735-1062.
 FF1108'
 FF1108'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61 AND STATE
 FF1108'HIGHWAY 308 IN THE SMALL COMMUNITY OF FRENCHMANS BAYOU, GO NORTH ON
 FF1108'U.S. HIGHWAY 61 FOR 0.16 KM (0.1 MI) TO A GRAVEL CROSSROAD.  TURN
 FF1108'RIGHT AND GO 0.08 KM (0.05 MI)  THEN BEAR LEFT ACROSS A RAILROAD TRACK
 FF1108'TO A FORK.  TAKE THE LEFT FORK AND GO EAST FOR 0.16 KM (0.1 MI) TO A
 FF1108'GRAVEL ROAD RIGHT, JUST AFTER CROSSING A CONCRETE BRIDGE.  TURN RIGHT
 FF1108'AND GO SOUTHEASTERLY ON A GRAVEL ROAD FOR 5.23 KM (3.25 MI) TO THE TOP
 FF1108'OF A LEVEE AND A LOCKED GATE ON THE RIGHT.  TURN RIGHT, PASS THROUGH
 FF1108'THE GATE AND GO SOUTHERLY ATOP THE LEVEE FOR 1.53 KM (0.95 MI) TO A
 FF1108'LOCKED 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 STAMPED
 FF1108'---B 215 X 1976---, CRIMPED ATOP A METAL ROD ENCASED IN A 4-INCH PVC
 FF1108'PIPE SURROUNDED BY CONCRETE FLUSH WITH THE GROUND.  IT IS LOCATED 5.5
 FF1108'METERS NORTHWEST FROM THE CENTER OF THE LEVEE ROAD, 0.6 METER
 FF1108'SOUTHEAST FROM MILEPOST 122/123 AND 0.3 METER SOUTHEAST FROM A METAL
 FF1108'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 ARMY CORPS OF 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 FRENCHMANS BAYOU, AR.  7.38 MILES NORTHEAST OF
 FF1108'TURRELL, AR.  10.1 MILES NORTH-NORTHEAST OF CLARKDALE, AR.  OWNERSHIP-
 FF1108'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 BAYOU, GO SOUTH ON CR 297 FOR 0.20 MILES, ACROSS FRENCHMANS
 FF1108'BAYOU, TO THE INTERSECTION OF SR 297 AND W CR 1246.  PROCEED
 FF1108'SOUTH-SOUTHEAST ON W CR 1246 (GRAVEL ROAD) FOR 3.2 MILES TO THE TOP OF
 FF1108'LEVEE AND LOCKED GATE ON RIGHT.  PROCEED SOUTHWEST THROUGH GATE.  0.7
 FF1108'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 ROD ENCASED IN A 4 INCH PVC PIPE SURROUNDED BY
 FF1108'CONCRETE, FLUSH WITH THE GROUND.  0.5 FEET SOUTH OF WITNESS POST, 2.5
 FF1108'FEET EAST OF LMP 122/123, 18 FEET NORTH OF CENTERLINE OF LEVEE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH0995 ***********************************************************************
 EH0995  DESIGNATION -  B 216
 EH0995  PID         -  EH0995
 EH0995  STATE/COUNTY-  AR/LEE
 EH0995  COUNTRY     -  US
 EH0995  USGS QUAD   -  LA GRANGE (2017)
 EH0995
 EH0995                         *CURRENT SURVEY CONTROL
 EH0995  ______________________________________________________________________
 EH0995* NAD 83(1986) POSITION- 34 38 53.     (N) 090 38 22.     (W)   SCALED
 EH0995* NAVD 88 ORTHO HEIGHT -    59.323 (meters)      194.63  (feet) ADJUSTED
 EH0995  ______________________________________________________________________
 EH0995  GEOID HEIGHT    -        -26.972 (meters)                     GEOID18
 EH0995  DYNAMIC HEIGHT  -         59.266 (meters)      194.44  (feet) COMP
 EH0995  MODELED GRAVITY -    979,681.9   (mgal)                       NAVD 88
 EH0995
 EH0995  VERT ORDER      -  FIRST     CLASS II
 EH0995
 EH0995.The horizontal coordinates were scaled from a map and have
 EH0995.an estimated accuracy of +/- 6 seconds.
 EH0995
 EH0995.The orthometric height was determined by differential leveling and
 EH0995.adjusted by the NATIONAL GEODETIC SURVEY
 EH0995.in June 1991.
 EH0995
 EH0995.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0995.GEOID18 height accuracy estimate available here.
 EH0995
 EH0995.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU163365(NAD 83)
 EH0995
 EH0995                          SUPERSEDED SURVEY CONTROL
 EH0995
 EH0995  NGVD 29 (11/26/84)   59.355  (m)          194.73   (f) ADJUSTED    1 2
 EH0995
 EH0995.Superseded values are not recommended for survey control.
 EH0995
 EH0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0995.See file dsdata.pdf to determine how the superseded data were derived.
 EH0995
 EH0995_MARKER: DV = VERTICAL CONTROL DISK
 EH0995_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH0995_STAMPING: B 216 1976
 EH0995_MARK LOGO: NGS
 EH0995_MAGNETIC: I = MARKER IS A STEEL ROD
 EH0995_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0995_ROD/PIPE-DEPTH: 16.5 meters
 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 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 = MARCH 20, 2026 22:17:28 EDT
 FF1094 ***********************************************************************
 FF1094  DESIGNATION -  B 217
 FF1094  PID         -  FF1094
 FF1094  STATE/COUNTY-  AR/CRITTENDEN
 FF1094  COUNTRY     -  US
 FF1094  USGS QUAD   -  JERICHO (2017)
 FF1094
 FF1094                         *CURRENT SURVEY CONTROL
 FF1094  ______________________________________________________________________
 FF1094* NAD 83(1986) POSITION- 35 17 53.     (N) 090 10 00.     (W)   SCALED
 FF1094* NAVD 88 ORTHO HEIGHT -    74.310 (meters)      243.80  (feet) ADJUSTED
 FF1094  ______________________________________________________________________
 FF1094  GEOID HEIGHT    -        -27.388 (meters)                     GEOID18
 FF1094  DYNAMIC HEIGHT  -         74.244 (meters)      243.58  (feet) COMP
 FF1094  MODELED GRAVITY -    979,745.5   (mgal)                       NAVD 88
 FF1094
 FF1094  VERT ORDER      -  FIRST     CLASS I
 FF1094
 FF1094.The horizontal coordinates were scaled from a map and have
 FF1094.an estimated accuracy of +/- 6 seconds.
 FF1094
 FF1094.The orthometric height was determined by differential leveling and
 FF1094.adjusted by the NATIONAL GEODETIC SURVEY
 FF1094.in June 1991.
 FF1094
 FF1094.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1094.GEOID18 height accuracy estimate available here.
 FF1094
 FF1094.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV576097(NAD 83)
 FF1094
 FF1094                          SUPERSEDED SURVEY CONTROL
 FF1094
 FF1094  NGVD 29 (11/26/84)   74.295  (m)          243.75   (f) ADJUSTED    1 1
 FF1094
 FF1094.Superseded values are not recommended for survey control.
 FF1094
 FF1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1094.See file dsdata.pdf to determine how the superseded data were derived.
 FF1094
 FF1094_MARKER: DV = VERTICAL CONTROL DISK
 FF1094_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FF1094+WITH SETTING: INTO GROUND
 FF1094_STAMPING: B 217 1976
 FF1094_MARK LOGO: NGS
 FF1094_MAGNETIC: I = MARKER IS A STEEL ROD
 FF1094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1043 ***********************************************************************
 FF1043  DESIGNATION -  B 218
 FF1043  PID         -  FF1043
 FF1043  STATE/COUNTY-  AR/CRITTENDEN
 FF1043  COUNTRY     -  US
 FF1043  USGS QUAD   -  FLETCHER LAKE (2017)
 FF1043
 FF1043                         *CURRENT SURVEY CONTROL
 FF1043  ______________________________________________________________________
 FF1043* NAD 83(1986) POSITION- 35 02 44.     (N) 090 14 57.     (W)   SCALED
 FF1043* NAVD 88 ORTHO HEIGHT -    71.377 (meters)      234.18  (feet) ADJUSTED
 FF1043  ______________________________________________________________________
 FF1043  GEOID HEIGHT    -        -27.239 (meters)                     GEOID18
 FF1043  DYNAMIC HEIGHT  -         71.312 (meters)      233.96  (feet) COMP
 FF1043  MODELED GRAVITY -    979,725.3   (mgal)                       NAVD 88
 FF1043
 FF1043  VERT ORDER      -  FIRST     CLASS II
 FF1043
 FF1043.The horizontal coordinates were scaled from a map and have
 FF1043.an estimated accuracy of +/- 6 seconds.
 FF1043
 FF1043.The orthometric height was determined by differential leveling and
 FF1043.adjusted by the NATIONAL GEODETIC SURVEY
 FF1043.in June 1991.
 FF1043
 FF1043.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1043.GEOID18 height accuracy estimate available here.
 FF1043
 FF1043.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU509815(NAD 83)
 FF1043
 FF1043                          SUPERSEDED SURVEY CONTROL
 FF1043
 FF1043  NGVD 29 (11/26/84)   71.372  (m)          234.16   (f) ADJUSTED    1 2
 FF1043
 FF1043.Superseded values are not recommended for survey control.
 FF1043
 FF1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1043.See file dsdata.pdf to determine how the superseded data were derived.
 FF1043
 FF1043_MARKER: DV = VERTICAL CONTROL DISK
 FF1043_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FF1043+WITH SETTING: INTO GROUND
 FF1043_STAMPING: B 218 1976
 FF1043_MARK LOGO: NGS
 FF1043_MAGNETIC: I = MARKER IS A STEEL ROD
 FF1043_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1075 ***********************************************************************
 FF1075  DESIGNATION -  B 219
 FF1075  PID         -  FF1075
 FF1075  STATE/COUNTY-  AR/CRITTENDEN
 FF1075  COUNTRY     -  US
 FF1075  USGS QUAD   -  WEST MEMPHIS (2017)
 FF1075
 FF1075                         *CURRENT SURVEY CONTROL
 FF1075  ______________________________________________________________________
 FF1075* NAD 83(1986) POSITION- 35 08 34.5    (N) 090 07 31.1    (W)   HD_HELD2
 FF1075* NAVD 88 ORTHO HEIGHT -    73.091 (meters)      239.80  (feet) ADJUSTED
 FF1075  ______________________________________________________________________
 FF1075  GEOID HEIGHT    -        -27.324 (meters)                     GEOID18
 FF1075  DYNAMIC HEIGHT  -         73.025 (meters)      239.58  (feet) COMP
 FF1075  MODELED GRAVITY -    979,730.9   (mgal)                       NAVD 88
 FF1075
 FF1075  VERT ORDER      -  FIRST     CLASS II
 FF1075
 FF1075.The horizontal coordinates were established by autonomous hand held GPS
 FF1075.observations and have an estimated accuracy of +/- 10 meters.
 FF1075
 FF1075.The orthometric height was determined by differential leveling and
 FF1075.adjusted by the NATIONAL GEODETIC SURVEY
 FF1075.in September 2022.
 FF1075
 FF1075.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1075.GEOID18 height accuracy estimate available here.
 FF1075
 FF1075.Click photographs - Photos may exist for this station.
 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     -    91,443.      570,823.      MT  (+/- 10 meters HH2 GPS)
 FF1075
 FF1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6190192675(NAD 83)
 FF1075
 FF1075                          SUPERSEDED SURVEY CONTROL
 FF1075
 FF1075  NAVD 88 (06/15/91)   73.116  (m)          239.88   (f) SUPERSEDED  1 2
 FF1075  NGVD 29 (11/26/84)   73.099  (m)          239.83   (f) ADJUSTED    1 2
 FF1075
 FF1075.Superseded values are not recommended for survey control.
 FF1075
 FF1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1075.See file dsdata.pdf to determine how the superseded data were derived.
 FF1075
 FF1075_MARKER: DV = VERTICAL CONTROL DISK
 FF1075_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FF1075_STAMPING: B 219 1976
 FF1075_MARK LOGO: NGS
 FF1075_PROJECTION: RECESSED 5 CENTIMETERS
 FF1075_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF1075_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF1075
 FF1075  HISTORY     - Date     Condition        Report By
 FF1075  HISTORY     - 1976     MONUMENTED       NGS
 FF1075  HISTORY     - 20210609 GOOD             ARHD
 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.
 FF1075
 FF1075                          STATION RECOVERY (2021)
 FF1075
 FF1075'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2021 (JDH)
 FF1075'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EK0133 ***********************************************************************
 EK0133  DESIGNATION -  B 22
 EK0133  PID         -  EK0133
 EK0133  STATE/COUNTY-  AR/SEVIER
 EK0133  COUNTRY     -  US
 EK0133  USGS QUAD   -  DE QUEEN (2017)
 EK0133
 EK0133                         *CURRENT SURVEY CONTROL
 EK0133  ______________________________________________________________________
 EK0133* NAD 83(1986) POSITION- 34 02 14.2    (N) 094 20 26.8    (W)   HD_HELD2
 EK0133* NAVD 88 ORTHO HEIGHT -   129.956 (meters)      426.36  (feet) ADJUSTED
 EK0133  ______________________________________________________________________
 EK0133  GEOID HEIGHT    -        -27.866 (meters)                     GEOID18
 EK0133  DYNAMIC HEIGHT  -        129.823 (meters)      425.93  (feet) COMP
 EK0133  MODELED GRAVITY -    979,612.7   (mgal)                       NAVD 88
 EK0133
 EK0133  VERT ORDER      -  FIRST     CLASS II
 EK0133
 EK0133.The horizontal coordinates were established by autonomous hand held GPS
 EK0133.observations and have an estimated accuracy of +/- 10 meters.
 EK0133
 EK0133.The orthometric height was determined by differential leveling and
 EK0133.adjusted by the NATIONAL GEODETIC SURVEY
 EK0133.in September 2019.
 EK0133
 EK0133.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0133.GEOID18 height accuracy estimate available here.
 EK0133
 EK0133.Click photographs - Photos may exist for this station.
 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     -   554,488.      183,879.      MT  (+/- 10 meters HH2 GPS)
 EK0133
 EK0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT7623167099(NAD 83)
 EK0133
 EK0133                          SUPERSEDED SURVEY CONTROL
 EK0133
 EK0133  NAVD 88 (06/15/91)  129.978  (m)          426.44   (f) SUPERSEDED  1 2
 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
 EK0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0133.See file dsdata.pdf to determine how the superseded data were derived.
 EK0133
 EK0133_MARKER: DB = BENCH MARK DISK
 EK0133_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 EK0133+WITH SETTING: PAVEMENT
 EK0133_SP_SET: LAMP POST BASE
 EK0133_STAMPING: B 22 1932
 EK0133_MARK LOGO: CGS
 EK0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0133+STABILITY: SURFACE MOTION
 EK0133_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EK0133+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2019
 EK0133
 EK0133  HISTORY     - Date     Condition        Report By
 EK0133  HISTORY     - 1932     MONUMENTED       CGS
 EK0133  HISTORY     - 1934     GOOD             CGS
 EK0133  HISTORY     - 1962     GOOD             CGS
 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  HISTORY     - 20121010 GOOD             ARHD
 EK0133  HISTORY     - 20161022 GOOD             GEOCAC
 EK0133  HISTORY     - 20190508 GOOD             ARHD
 EK0133
 EK0133                          STATION DESCRIPTION
 EK0133
 EK0133'DESCRIBED BY COAST AND 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 COAST AND 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.
 EK0133
 EK0133                          STATION RECOVERY (2012)
 EK0133
 EK0133'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (AMC)
 EK0133'RECOVERED IN GOOD CONDITION.
 EK0133
 EK0133                          STATION RECOVERY (2016)
 EK0133
 EK0133'RECOVERY NOTE BY GEOCACHING 2016 (MFM)
 EK0133'RECOVERED AS DESCRIBED.
 EK0133'
 EK0133'NOTE THAT THIS DISK IS ON CEMENT PEDESTAL. C 22 (EK0134) IS ABOVE ON
 EK0133'WALL.
 EK0133
 EK0133                          STATION RECOVERY (2019)
 EK0133
 EK0133'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2019 (BAB)
 EK0133'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1585 ***********************************************************************
 FF1585  DESIGNATION -  B 22
 FF1585  PID         -  FF1585
 FF1585  STATE/COUNTY-  AR/INDEPENDENCE
 FF1585  COUNTRY     -  US
 FF1585  USGS QUAD   -  BETHESDA (2017)
 FF1585
 FF1585                         *CURRENT SURVEY CONTROL
 FF1585  ______________________________________________________________________
 FF1585* NAD 83(1986) POSITION- 35 49 46.     (N) 091 51 16.     (W)   SCALED
 FF1585* NAVD 88 ORTHO HEIGHT -    91.262 (meters)      299.42  (feet) ADJUSTED
 FF1585  ______________________________________________________________________
 FF1585  GEOID HEIGHT    -        -27.646 (meters)                     GEOID18
 FF1585  DYNAMIC HEIGHT  -         91.183 (meters)      299.16  (feet) COMP
 FF1585  MODELED GRAVITY -    979,771.4   (mgal)                       NAVD 88
 FF1585
 FF1585  VERT ORDER      -  SECOND    CLASS 0
 FF1585
 FF1585.The horizontal coordinates were scaled from a map and have
 FF1585.an estimated accuracy of +/- 6 seconds.
 FF1585
 FF1585.The orthometric height was determined by differential leveling and
 FF1585.adjusted by the NATIONAL GEODETIC SURVEY
 FF1585.in June 1991.
 FF1585
 FF1585.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1585.GEOID18 height accuracy estimate available here.
 FF1585
 FF1585.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV034656(NAD 83)
 FF1585
 FF1585                          SUPERSEDED SURVEY CONTROL
 FF1585
 FF1585  NGVD 29 (11/26/84)   91.176  (m)          299.13   (f) ADJUSTED    2 0
 FF1585
 FF1585.Superseded values are not recommended for survey control.
 FF1585
 FF1585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1585.See file dsdata.pdf to determine how the superseded data were derived.
 FF1585
 FF1585_MARKER: DD = SURVEY DISK
 FF1585_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF1585_STAMPING: B 22 1934
 FF1585_MARK LOGO: CGS+SS
 FF1585_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH0700 ***********************************************************************
 EH0700  DESIGNATION -  B 220
 EH0700  PID         -  EH0700
 EH0700  STATE/COUNTY-  AR/PHILLIPS
 EH0700  COUNTRY     -  US
 EH0700  USGS QUAD   -  MOON LAKE (2018)
 EH0700
 EH0700                         *CURRENT SURVEY CONTROL
 EH0700  ______________________________________________________________________
 EH0700* NAD 83(1986) POSITION- 34 29 55.     (N) 090 35 48.     (W)   SCALED
 EH0700* NAVD 88 ORTHO HEIGHT -    63.047 (meters)      206.85  (feet) ADJUSTED
 EH0700  ______________________________________________________________________
 EH0700  GEOID HEIGHT    -        -26.996 (meters)                     GEOID18
 EH0700  DYNAMIC HEIGHT  -         62.986 (meters)      206.65  (feet) COMP
 EH0700  MODELED GRAVITY -    979,665.3   (mgal)                       NAVD 88
 EH0700
 EH0700  VERT ORDER      -  FIRST     CLASS II
 EH0700
 EH0700.The horizontal coordinates were scaled from a map and have
 EH0700.an estimated accuracy of +/- 6 seconds.
 EH0700
 EH0700.The orthometric height was determined by differential leveling and
 EH0700.adjusted by the NATIONAL GEODETIC SURVEY
 EH0700.in September 2022.
 EH0700
 EH0700.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0700.GEOID18 height accuracy estimate available here.
 EH0700
 EH0700.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU206200(NAD 83)
 EH0700
 EH0700                          SUPERSEDED SURVEY CONTROL
 EH0700
 EH0700  NAVD 88 (06/15/91)   63.041  (m)          206.83   (f) SUPERSEDED  1 2
 EH0700  NGVD 29 (11/26/84)   63.074  (m)          206.94   (f) ADJUSTED    1 2
 EH0700
 EH0700.Superseded values are not recommended for survey control.
 EH0700
 EH0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0700.See file dsdata.pdf to determine how the superseded data were derived.
 EH0700
 EH0700_MARKER: DV = VERTICAL CONTROL 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: I = MARKER IS A STEEL ROD
 EH0700_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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             USACE
 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 ARMY CORPS OF ENGINEERS 2000 (JMH)
 EH0700'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH0732 ***********************************************************************
 EH0732  DESIGNATION -  B 221
 EH0732  PID         -  EH0732
 EH0732  STATE/COUNTY-  AR/PHILLIPS
 EH0732  COUNTRY     -  US
 EH0732  USGS QUAD   -  ELAINE (2017)
 EH0732
 EH0732                         *CURRENT SURVEY CONTROL
 EH0732  ______________________________________________________________________
 EH0732* NAD 83(1986) POSITION- 34 15 47.     (N) 090 50 28.     (W)   SCALED
 EH0732* NAVD 88 ORTHO HEIGHT -    59.094 (meters)      193.88  (feet) ADJUSTED
 EH0732  ______________________________________________________________________
 EH0732  GEOID HEIGHT    -        -26.793 (meters)                     GEOID18
 EH0732  DYNAMIC HEIGHT  -         59.036 (meters)      193.69  (feet) COMP
 EH0732  MODELED GRAVITY -    979,648.9   (mgal)                       NAVD 88
 EH0732
 EH0732  VERT ORDER      -  FIRST     CLASS II
 EH0732
 EH0732.The horizontal coordinates were scaled from a map and have
 EH0732.an estimated accuracy of +/- 6 seconds.
 EH0732
 EH0732.The orthometric height was determined by differential leveling and
 EH0732.adjusted by the NATIONAL GEODETIC SURVEY
 EH0732.in June 1991.
 EH0732
 EH0732.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0732.GEOID18 height accuracy estimate available here.
 EH0732
 EH0732.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT987934(NAD 83)
 EH0732
 EH0732                          SUPERSEDED SURVEY CONTROL
 EH0732
 EH0732  NGVD 29 (11/26/84)   59.165  (m)          194.11   (f) ADJUSTED    1 2
 EH0732
 EH0732.Superseded values are not recommended for survey control.
 EH0732
 EH0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0732.See file dsdata.pdf to determine how the superseded data were derived.
 EH0732
 EH0732_MARKER: DV = VERTICAL CONTROL 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_MARK LOGO: NGS
 EH0732_MAGNETIC: I = MARKER IS A STEEL ROD
 EH0732_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH0976 ***********************************************************************
 EH0976  DESIGNATION -  B 222
 EH0976  PID         -  EH0976
 EH0976  STATE/COUNTY-  AR/LEE
 EH0976  COUNTRY     -  US
 EH0976  USGS QUAD   -  BRICKEYS (2017)
 EH0976
 EH0976                         *CURRENT SURVEY CONTROL
 EH0976  ______________________________________________________________________
 EH0976* NAD 83(1986) POSITION- 34 45 23.     (N) 090 33 03.     (W)   SCALED
 EH0976* NAVD 88 ORTHO HEIGHT -    65.017 (meters)      213.31  (feet) ADJUSTED
 EH0976  ______________________________________________________________________
 EH0976  GEOID HEIGHT    -        -26.958 (meters)                     GEOID18
 EH0976  DYNAMIC HEIGHT  -         64.956 (meters)      213.11  (feet) COMP
 EH0976  MODELED GRAVITY -    979,698.8   (mgal)                       NAVD 88
 EH0976
 EH0976  VERT ORDER      -  FIRST     CLASS II
 EH0976
 EH0976.The horizontal coordinates were scaled from a map and have
 EH0976.an estimated accuracy of +/- 6 seconds.
 EH0976
 EH0976.The orthometric height was determined by differential leveling and
 EH0976.adjusted by the NATIONAL GEODETIC SURVEY
 EH0976.in June 1991.
 EH0976
 EH0976.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0976.GEOID18 height accuracy estimate available here.
 EH0976
 EH0976.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU241487(NAD 83)
 EH0976
 EH0976                          SUPERSEDED SURVEY CONTROL
 EH0976
 EH0976  NGVD 29 (11/26/84)   65.043  (m)          213.40   (f) ADJUSTED    1 2
 EH0976
 EH0976.Superseded values are not recommended for survey control.
 EH0976
 EH0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0976.See file dsdata.pdf to determine how the superseded data were derived.
 EH0976
 EH0976_MARKER: DV = VERTICAL CONTROL 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_MARK LOGO: NGS
 EH0976_MAGNETIC: I = MARKER IS A STEEL ROD
 EH0976_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 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
 EH0976'2 FT BELOW LEVEE 1 FT SOUTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH0760 ***********************************************************************
 EH0760  DESIGNATION -  B 223
 EH0760  PID         -  EH0760
 EH0760  STATE/COUNTY-  AR/DESHA
 EH0760  COUNTRY     -  US
 EH0760  USGS QUAD   -  LACONIA (2017)
 EH0760
 EH0760                         *CURRENT SURVEY CONTROL
 EH0760  ______________________________________________________________________
 EH0760* NAD 83(1986) POSITION- 34 06 20.     (N) 090 57 06.     (W)   SCALED
 EH0760* NAVD 88 ORTHO HEIGHT -    56.811 (meters)      186.39  (feet) ADJUSTED
 EH0760  ______________________________________________________________________
 EH0760  GEOID HEIGHT    -        -26.596 (meters)                     GEOID18
 EH0760  DYNAMIC HEIGHT  -         56.755 (meters)      186.20  (feet) COMP
 EH0760  MODELED GRAVITY -    979,643.8   (mgal)                       NAVD 88
 EH0760
 EH0760  VERT ORDER      -  FIRST     CLASS II
 EH0760
 EH0760.The horizontal coordinates were scaled from a map and have
 EH0760.an estimated accuracy of +/- 6 seconds.
 EH0760
 EH0760.The orthometric height was determined by differential leveling and
 EH0760.adjusted by the NATIONAL GEODETIC SURVEY
 EH0760.in September 2022.
 EH0760
 EH0760.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0760.GEOID18 height accuracy estimate available here.
 EH0760
 EH0760.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT889757(NAD 83)
 EH0760
 EH0760                          SUPERSEDED SURVEY CONTROL
 EH0760
 EH0760  NAVD 88 (06/15/91)   56.800  (m)          186.35   (f) SUPERSEDED  1 2
 EH0760  NGVD 29 (11/26/84)   56.855  (m)          186.53   (f) ADJUSTED    1 2
 EH0760
 EH0760.Superseded values are not recommended for survey control.
 EH0760
 EH0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0760.See file dsdata.pdf to determine how the superseded data were derived.
 EH0760
 EH0760_MARKER: DV = VERTICAL CONTROL 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_MAGNETIC: I = MARKER IS A STEEL ROD
 EH0760_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1049 ***********************************************************************
 EH1049  DESIGNATION -  B 224
 EH1049  PID         -  EH1049
 EH1049  STATE/COUNTY-  AR/PHILLIPS
 EH1049  COUNTRY     -  US
 EH1049  USGS QUAD   -  MARVELL (2017)
 EH1049
 EH1049                         *CURRENT SURVEY CONTROL
 EH1049  ______________________________________________________________________
 EH1049* NAD 83(1986) POSITION- 34 32 47.     (N) 090 56 07.     (W)   SCALED
 EH1049* NAVD 88 ORTHO HEIGHT -    56.267 (meters)      184.60  (feet) ADJUSTED
 EH1049  ______________________________________________________________________
 EH1049  GEOID HEIGHT    -        -26.904 (meters)                     GEOID18
 EH1049  DYNAMIC HEIGHT  -         56.213 (meters)      184.43  (feet) COMP
 EH1049  MODELED GRAVITY -    979,674.1   (mgal)                       NAVD 88
 EH1049
 EH1049  VERT ORDER      -  FIRST     CLASS II
 EH1049
 EH1049.The horizontal coordinates were scaled from a map and have
 EH1049.an estimated accuracy of +/- 6 seconds.
 EH1049
 EH1049.The orthometric height was determined by differential leveling and
 EH1049.adjusted by the NATIONAL GEODETIC SURVEY
 EH1049.in August 1993.
 EH1049
 EH1049.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1049.GEOID18 height accuracy estimate available here.
 EH1049
 EH1049.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU894246(NAD 83)
 EH1049
 EH1049                          SUPERSEDED SURVEY CONTROL
 EH1049
 EH1049  NAVD 88 (06/15/91)   56.265  (m)          184.60   (f) SUPERSEDED  1 2
 EH1049  NGVD 29 (11/26/84)   56.301  (m)          184.71   (f) ADJUSTED    1 2
 EH1049
 EH1049.Superseded values are not recommended for survey control.
 EH1049
 EH1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1049.See file dsdata.pdf to determine how the superseded data were derived.
 EH1049
 EH1049_MARKER: DV = VERTICAL CONTROL 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_MARK LOGO: NGS
 EH1049_MAGNETIC: I = MARKER IS A STEEL ROD
 EH1049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1447 ***********************************************************************
 EH1447  DESIGNATION -  B 225
 EH1447  PID         -  EH1447
 EH1447  STATE/COUNTY-  AR/DESHA
 EH1447  COUNTRY     -  US
 EH1447  USGS QUAD   -  SNOW LAKE (2017)
 EH1447
 EH1447                         *CURRENT SURVEY CONTROL
 EH1447  ______________________________________________________________________
 EH1447* NAD 83(1986) POSITION- 34 01 07.     (N) 091 05 54.     (W)   SCALED
 EH1447* NAVD 88 ORTHO HEIGHT -    50.584 (meters)      165.96  (feet) ADJUSTED
 EH1447  ______________________________________________________________________
 EH1447  GEOID HEIGHT    -        -26.460 (meters)                     GEOID18
 EH1447  DYNAMIC HEIGHT  -         50.534 (meters)      165.79  (feet) COMP
 EH1447  MODELED GRAVITY -    979,640.9   (mgal)                       NAVD 88
 EH1447
 EH1447  VERT ORDER      -  FIRST     CLASS II
 EH1447
 EH1447.The horizontal coordinates were scaled from a map and have
 EH1447.an estimated accuracy of +/- 6 seconds.
 EH1447
 EH1447.The orthometric height was determined by differential leveling and
 EH1447.adjusted by the NATIONAL GEODETIC SURVEY
 EH1447.in September 2022.
 EH1447
 EH1447.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1447.GEOID18 height accuracy estimate available here.
 EH1447
 EH1447.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT755658(NAD 83)
 EH1447
 EH1447                          SUPERSEDED SURVEY CONTROL
 EH1447
 EH1447  NAVD 88 (06/15/91)   50.577  (m)          165.93   (f) SUPERSEDED  1 2
 EH1447  NGVD 29 (11/26/84)   50.631  (m)          166.11   (f) ADJUSTED    1 2
 EH1447
 EH1447.Superseded values are not recommended for survey control.
 EH1447
 EH1447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1447.See file dsdata.pdf to determine how the superseded data were derived.
 EH1447
 EH1447_MARKER: DV = VERTICAL CONTROL 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_MAGNETIC: I = MARKER IS A STEEL ROD
 EH1447_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1337 ***********************************************************************
 EH1337  DESIGNATION -  B 226
 EH1337  PID         -  EH1337
 EH1337  STATE/COUNTY-  AR/ARKANSAS
 EH1337  COUNTRY     -  US
 EH1337  USGS QUAD   -  DE WITT (2017)
 EH1337
 EH1337                         *CURRENT SURVEY CONTROL
 EH1337  ______________________________________________________________________
 EH1337* NAD 83(1986) POSITION- 34 15 10.58   (N) 091 20 52.95   (W)   HD_HELD1
 EH1337* NAVD 88 ORTHO HEIGHT -    58.733 (meters)      192.69  (feet) ADJUSTED
 EH1337  ______________________________________________________________________
 EH1337  GEOID HEIGHT    -        -26.364 (meters)                     GEOID18
 EH1337  DYNAMIC HEIGHT  -         58.676 (meters)      192.51  (feet) COMP
 EH1337  MODELED GRAVITY -    979,662.9   (mgal)                       NAVD 88
 EH1337
 EH1337  VERT ORDER      -  FIRST     CLASS II
 EH1337
 EH1337.The horizontal coordinates were determined by differentially corrected
 EH1337.hand held GPS observations or other comparable positioning techniques
 EH1337.and have an estimated accuracy of +/- 3 meters.
 EH1337
 EH1337.The orthometric height was determined by differential leveling and
 EH1337.adjusted by the NATIONAL GEODETIC SURVEY
 EH1337.in August 1993.
 EH1337
 EH1337.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1337.GEOID18 height accuracy estimate available here.
 EH1337
 EH1337.Click photographs - Photos may exist for this station.
 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     -   576,128.9     460,047.1     MT  (+/- 3 meters HH1 GPS) 
 EH1337
 EH1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT5210891436(NAD 83)
 EH1337
 EH1337                          SUPERSEDED SURVEY CONTROL
 EH1337
 EH1337  NAVD 88 (06/15/91)   58.695  (m)          192.57   (f) SUPERSEDED  1 2
 EH1337  NGVD 29 (11/26/84)   58.763  (m)          192.79   (f) ADJUSTED    1 2
 EH1337
 EH1337.Superseded values are not recommended for survey control.
 EH1337
 EH1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1337.See file dsdata.pdf to determine how the superseded data were derived.
 EH1337
 EH1337_MARKER: DV = VERTICAL CONTROL 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_MARK LOGO: NGS
 EH1337_PROJECTION: PROJECTING 10 CENTIMETERS
 EH1337_MAGNETIC: I = MARKER IS A STEEL ROD
 EH1337_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1337_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH1337+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2019
 EH1337
 EH1337  HISTORY     - Date     Condition        Report By
 EH1337  HISTORY     - 1976     MONUMENTED       NGS
 EH1337  HISTORY     - 20030414 GOOD             USACE
 EH1337  HISTORY     - 20190807 GOOD             ARHD
 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.
 EH1337
 EH1337                          STATION RECOVERY (2019)
 EH1337
 EH1337'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2019 (JDH)
 EH1337'1.0 FT (0.3 M) NORTH OF A NEW WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0808 ***********************************************************************
 DL0808  DESIGNATION -  B 23
 DL0808  PID         -  DL0808
 DL0808  STATE/COUNTY-  AR/MILLER
 DL0808  COUNTRY     -  US
 DL0808  USGS QUAD   -  BOYD HILL (2017)
 DL0808
 DL0808                         *CURRENT SURVEY CONTROL
 DL0808  ______________________________________________________________________
 DL0808* NAD 83(1986) POSITION- 33 22 32.13   (N) 093 44 06.36   (W)   HD_HELD1
 DL0808* NAVD 88 ORTHO HEIGHT -    70.219 (meters)      230.38  (feet) ADJUSTED
 DL0808  ______________________________________________________________________
 DL0808  GEOID HEIGHT    -        -26.826 (meters)                     GEOID18
 DL0808  DYNAMIC HEIGHT  -         70.144 (meters)      230.13  (feet) COMP
 DL0808  MODELED GRAVITY -    979,568.3   (mgal)                       NAVD 88
 DL0808
 DL0808  VERT ORDER      -  FIRST     CLASS II
 DL0808
 DL0808.The horizontal coordinates were determined by differentially corrected
 DL0808.hand held GPS observations or other comparable positioning techniques
 DL0808.and have an estimated accuracy of +/- 3 meters.
 DL0808
 DL0808.The orthometric height was determined by differential leveling and
 DL0808.adjusted by the NATIONAL GEODETIC SURVEY
 DL0808.in June 1991.
 DL0808
 DL0808.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0808.GEOID18 height accuracy estimate available here.
 DL0808
 DL0808.Click photographs - Photos may exist for this station.
 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     -   479,997.7     238,550.1     MT  (+/- 3 meters HH1 GPS) 
 DL0808
 DL0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS3162193167(NAD 83)
 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
 DL0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0808.See file dsdata.pdf to determine how the superseded data were derived.
 DL0808
 DL0808_MARKER: DB = BENCH MARK DISK
 DL0808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL0808+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2015
 DL0808
 DL0808  HISTORY     - Date     Condition        Report By
 DL0808  HISTORY     - 1932     MONUMENTED       CGS
 DL0808  HISTORY     - 1963     MARK NOT FOUND   CGS
 DL0808  HISTORY     - 1985     GOOD             NGS
 DL0808  HISTORY     - 20150121 GOOD             ARHD
 DL0808
 DL0808                          STATION DESCRIPTION
 DL0808
 DL0808'DESCRIBED BY COAST AND 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.
 DL0808
 DL0808                          STATION RECOVERY (2015)
 DL0808
 DL0808'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (WDA)
 DL0808'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1582 ***********************************************************************
 FF1582  DESIGNATION -  B 23
 FF1582  PID         -  FF1582
 FF1582  STATE/COUNTY-  AR/IZARD
 FF1582  COUNTRY     -  US
 FF1582  USGS QUAD   -  BETHESDA (2017)
 FF1582
 FF1582                         *CURRENT SURVEY CONTROL
 FF1582  ______________________________________________________________________
 FF1582* NAD 83(1986) POSITION- 35 52 07.     (N) 091 50 53.     (W)   SCALED
 FF1582* NAVD 88 ORTHO HEIGHT -    93.093 (meters)      305.42  (feet) ADJUSTED
 FF1582  ______________________________________________________________________
 FF1582  GEOID HEIGHT    -        -27.685 (meters)                     GEOID18
 FF1582  DYNAMIC HEIGHT  -         93.014 (meters)      305.16  (feet) COMP
 FF1582  MODELED GRAVITY -    979,775.4   (mgal)                       NAVD 88
 FF1582
 FF1582  VERT ORDER      -  SECOND    CLASS 0
 FF1582
 FF1582.The horizontal coordinates were scaled from a map and have
 FF1582.an estimated accuracy of +/- 6 seconds.
 FF1582
 FF1582.The orthometric height was determined by differential leveling and
 FF1582.adjusted by the NATIONAL GEODETIC SURVEY
 FF1582.in June 1991.
 FF1582
 FF1582.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1582.GEOID18 height accuracy estimate available here.
 FF1582
 FF1582.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV039699(NAD 83)
 FF1582
 FF1582                          SUPERSEDED SURVEY CONTROL
 FF1582
 FF1582  NGVD 29 (11/26/84)   93.006  (m)          305.14   (f) ADJUSTED    2 0
 FF1582
 FF1582.Superseded values are not recommended for survey control.
 FF1582
 FF1582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1582.See file dsdata.pdf to determine how the superseded data were derived.
 FF1582
 FF1582_MARKER: DD = SURVEY DISK
 FF1582_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF1582_STAMPING: B 23 1934
 FF1582_MARK LOGO: CGS+SS
 FF1582_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1579 ***********************************************************************
 FF1579  DESIGNATION -  B 24
 FF1579  PID         -  FF1579
 FF1579  STATE/COUNTY-  AR/IZARD
 FF1579  COUNTRY     -  US
 FF1579  USGS QUAD   -  GUION (2017)
 FF1579
 FF1579                         *CURRENT SURVEY CONTROL
 FF1579  ______________________________________________________________________
 FF1579* NAD 83(1986) POSITION- 35 53 03.     (N) 091 53 08.     (W)   SCALED
 FF1579* NAVD 88 ORTHO HEIGHT -    93.903 (meters)      308.08  (feet) ADJUSTED
 FF1579  ______________________________________________________________________
 FF1579  GEOID HEIGHT    -        -27.696 (meters)                     GEOID18
 FF1579  DYNAMIC HEIGHT  -         93.821 (meters)      307.81  (feet) COMP
 FF1579  MODELED GRAVITY -    979,768.2   (mgal)                       NAVD 88
 FF1579
 FF1579  VERT ORDER      -  SECOND    CLASS 0
 FF1579
 FF1579.The horizontal coordinates were scaled from a map and have
 FF1579.an estimated accuracy of +/- 6 seconds.
 FF1579
 FF1579.The orthometric height was determined by differential leveling and
 FF1579.adjusted by the NATIONAL GEODETIC SURVEY
 FF1579.in June 1991.
 FF1579
 FF1579.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1579.GEOID18 height accuracy estimate available here.
 FF1579
 FF1579.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV005716(NAD 83)
 FF1579
 FF1579                          SUPERSEDED SURVEY CONTROL
 FF1579
 FF1579  NGVD 29 (11/26/84)   93.813  (m)          307.78   (f) ADJUSTED    2 0
 FF1579
 FF1579.Superseded values are not recommended for survey control.
 FF1579
 FF1579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1579.See file dsdata.pdf to determine how the superseded data were derived.
 FF1579
 FF1579_MARKER: DD = SURVEY DISK
 FF1579_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF1579_STAMPING: B 24 1934
 FF1579_MARK LOGO: CGS+SS
 FF1579_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 DEPARTMENT OF TRANSPORTATION 2006 (VJB)
 FF1579'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1396 ***********************************************************************
 EJ1396  DESIGNATION -  B 24
 EJ1396  PID         -  EJ1396
 EJ1396  STATE/COUNTY-  AR/MONTGOMERY
 EJ1396  COUNTRY     -  US
 EJ1396  USGS QUAD   -  NORMAN (2017)
 EJ1396
 EJ1396                         *CURRENT SURVEY CONTROL
 EJ1396  ______________________________________________________________________
 EJ1396* NAD 83(1986) POSITION- 34 27 31.97   (N) 093 40 51.01   (W)   HD_HELD1
 EJ1396* NAVD 88 ORTHO HEIGHT -   215.623 (meters)      707.42  (feet) ADJUSTED
 EJ1396  ______________________________________________________________________
 EJ1396  GEOID HEIGHT    -        -28.271 (meters)                     GEOID18
 EJ1396  DYNAMIC HEIGHT  -        215.405 (meters)      706.71  (feet) COMP
 EJ1396  MODELED GRAVITY -    979,617.7   (mgal)                       NAVD 88
 EJ1396
 EJ1396  VERT ORDER      -  SECOND    CLASS I
 EJ1396
 EJ1396.The horizontal coordinates were determined by differentially corrected
 EJ1396.hand held GPS observations or other comparable positioning techniques
 EJ1396.and have an estimated accuracy of +/- 3 meters.
 EJ1396
 EJ1396.The orthometric height was determined by differential leveling and
 EJ1396.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1396.in June 1991.
 EJ1396
 EJ1396.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1396.GEOID18 height accuracy estimate available here.
 EJ1396
 EJ1396.Click photographs - Photos may exist for this station.
 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     -   600,048.9     245,571.6     MT  (+/- 3 meters HH1 GPS) 
 EJ1396
 EJ1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU3746513247(NAD 83)
 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
 EJ1396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1396.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1396
 EJ1396_MARKER: DB = BENCH MARK DISK
 EJ1396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1396_STAMPING: B 24 1932
 EJ1396_MARK LOGO: CGS
 EJ1396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1396+STABILITY: SURFACE MOTION
 EJ1396_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EJ1396+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2017
 EJ1396
 EJ1396  HISTORY     - Date     Condition        Report By
 EJ1396  HISTORY     - 1932     MONUMENTED       CGS
 EJ1396  HISTORY     - 1961     GOOD             CGS
 EJ1396  HISTORY     - 20170906 GOOD             ARHD
 EJ1396
 EJ1396                          STATION DESCRIPTION
 EJ1396
 EJ1396'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1961
 EJ1396'RECOVERED IN GOOD CONDITION.
 EJ1396
 EJ1396                          STATION RECOVERY (2017)
 EJ1396
 EJ1396'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2017 (MAR)
 EJ1396'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF2282 ***********************************************************************
 FF2282  DESIGNATION -  B 24 RESET
 FF2282  PID         -  FF2282
 FF2282  STATE/COUNTY-  AR/IZARD
 FF2282  COUNTRY     -  US
 FF2282  USGS QUAD   -  GUION (2017)
 FF2282
 FF2282                         *CURRENT SURVEY CONTROL
 FF2282  ______________________________________________________________________
 FF2282* NAD 83(1986) POSITION- 35 53 03.     (N) 091 53 08.     (W)   SCALED
 FF2282* NAVD 88 ORTHO HEIGHT -    94.15  (meters)      308.9   (feet) RESET
 FF2282  ______________________________________________________________________
 FF2282  GEOID HEIGHT    -        -27.696 (meters)                     GEOID18
 FF2282  VERT ORDER      -  THIRD
 FF2282
 FF2282.The horizontal coordinates were scaled from a map and have
 FF2282.an estimated accuracy of +/- 6 seconds.
 FF2282
 FF2282.The orthometric height was computed from unverified reset data.
 FF2282
 FF2282.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF2282.GEOID18 height accuracy estimate available here.
 FF2282
 FF2282.Click photographs - Photos may exist for this station.
 FF2282
 FF2282;                    North         East    Units  Estimated Accuracy
 FF2282;SPC AR N     -   172,060.      410,330.      MT  (+/- 180 meters Scaled)
 FF2282
 FF2282_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV005716(NAD 83)
 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
 FF2282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2282.See file dsdata.pdf to determine how the superseded data were derived.
 FF2282
 FF2282_MARKER: DV = VERTICAL CONTROL DISK
 FF2282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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  HISTORY     - 20150422 MARK NOT FOUND   ARHD
 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.
 FF2282
 FF2282                          STATION RECOVERY (2015)
 FF2282
 FF2282'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 FF2282'RAIL ROAD HAS PUSHED UP A DIRT PILE AT THIS LOCATION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK0919 ***********************************************************************
 DK0919  DESIGNATION -  B 240
 DK0919  PID         -  DK0919
 DK0919  STATE/COUNTY-  AR/DESHA
 DK0919  COUNTRY     -  US
 DK0919  USGS QUAD   -  MCGEHEE NORTH (2017)
 DK0919
 DK0919                         *CURRENT SURVEY CONTROL
 DK0919  ______________________________________________________________________
 DK0919* NAD 83(1986) POSITION- 33 38 23.     (N) 091 24 05.     (W)   SCALED
 DK0919* NAVD 88 ORTHO HEIGHT -    45.033 (meters)      147.75  (feet) ADJUSTED
 DK0919  ______________________________________________________________________
 DK0919  GEOID HEIGHT    -        -26.204 (meters)                     GEOID18
 DK0919  DYNAMIC HEIGHT  -         44.987 (meters)      147.59  (feet) COMP
 DK0919  MODELED GRAVITY -    979,607.6   (mgal)                       NAVD 88
 DK0919
 DK0919  VERT ORDER      -  FIRST     CLASS II
 DK0919
 DK0919.The horizontal coordinates were scaled from a map and have
 DK0919.an estimated accuracy of +/- 6 seconds.
 DK0919
 DK0919.The orthometric height was determined by differential leveling and
 DK0919.adjusted by the NATIONAL GEODETIC SURVEY
 DK0919.in June 1991.
 DK0919
 DK0919.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK0919.GEOID18 height accuracy estimate available here.
 DK0919
 DK0919.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT482233(NAD 83)
 DK0919
 DK0919                          SUPERSEDED SURVEY CONTROL
 DK0919
 DK0919  NGVD 29 (11/26/84)   45.154  (m)          148.14   (f) ADJUSTED    1 2
 DK0919
 DK0919.Superseded values are not recommended for survey control.
 DK0919
 DK0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0919.See file dsdata.pdf to determine how the superseded data were derived.
 DK0919
 DK0919_MARKER: DB = BENCH MARK DISK
 DK0919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0919_STAMPING: B 240 1938
 DK0919_MARK LOGO: CGS
 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 DEPARTMENT OF TRANSPORTATION 2003
 DK0919'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0774 ***********************************************************************
 FF0774  DESIGNATION -  B 242
 FF0774  PID         -  FF0774
 FF0774  STATE/COUNTY-  AR/CRAIGHEAD
 FF0774  COUNTRY     -  US
 FF0774  USGS QUAD   -  JONESBORO (2017)
 FF0774
 FF0774                         *CURRENT SURVEY CONTROL
 FF0774  ______________________________________________________________________
 FF0774* NAD 83(1986) POSITION- 35 45 42.     (N) 090 40 33.     (W)   SCALED
 FF0774* NAVD 88 ORTHO HEIGHT -    83.836 (meters)      275.05  (feet) ADJUSTED
 FF0774  ______________________________________________________________________
 FF0774  GEOID HEIGHT    -        -27.788 (meters)                     GEOID18
 FF0774  DYNAMIC HEIGHT  -         83.764 (meters)      274.82  (feet) COMP
 FF0774  MODELED GRAVITY -    979,775.9   (mgal)                       NAVD 88
 FF0774
 FF0774  VERT ORDER      -  FIRST     CLASS II
 FF0774
 FF0774.The horizontal coordinates were scaled from a map and have
 FF0774.an estimated accuracy of +/- 6 seconds.
 FF0774
 FF0774.The orthometric height was determined by differential leveling and
 FF0774.adjusted by the NATIONAL GEODETIC SURVEY
 FF0774.in June 1991.
 FF0774
 FF0774.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0774.GEOID18 height accuracy estimate available here.
 FF0774
 FF0774.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV101600(NAD 83)
 FF0774
 FF0774                          SUPERSEDED SURVEY CONTROL
 FF0774
 FF0774  NGVD 29 (11/26/84)   83.754  (m)          274.78   (f) ADJUSTED    1 2
 FF0774
 FF0774.Superseded values are not recommended for survey control.
 FF0774
 FF0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0774.See file dsdata.pdf to determine how the superseded data were derived.
 FF0774
 FF0774_MARKER: DB = BENCH MARK DISK
 FF0774_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FF0774_SP_SET: CULVERT HEADWALL
 FF0774_STAMPING: B 242 1938
 FF0774_MARK LOGO: CGS
 FF0774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0774+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0172 ***********************************************************************
 GE0172  DESIGNATION -  B 243
 GE0172  PID         -  GE0172
 GE0172  STATE/COUNTY-  AR/GREENE
 GE0172  COUNTRY     -  US
 GE0172  USGS QUAD   -  CARDWELL (2017)
 GE0172
 GE0172                         *CURRENT SURVEY CONTROL
 GE0172  ______________________________________________________________________
 GE0172* NAD 83(1986) POSITION- 36 04 07.     (N) 090 21 13.     (W)   SCALED
 GE0172* NAVD 88 ORTHO HEIGHT -    74.227 (meters)      243.53  (feet) ADJUSTED
 GE0172  ______________________________________________________________________
 GE0172  GEOID HEIGHT    -        -28.295 (meters)                     GEOID18
 GE0172  DYNAMIC HEIGHT  -         74.165 (meters)      243.32  (feet) COMP
 GE0172  MODELED GRAVITY -    979,801.1   (mgal)                       NAVD 88
 GE0172
 GE0172  VERT ORDER      -  FIRST     CLASS II
 GE0172
 GE0172.The horizontal coordinates were scaled from a map and have
 GE0172.an estimated accuracy of +/- 6 seconds.
 GE0172
 GE0172.The orthometric height was determined by differential leveling and
 GE0172.adjusted by the NATIONAL GEODETIC SURVEY
 GE0172.in June 1991.
 GE0172
 GE0172.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0172.GEOID18 height accuracy estimate available here.
 GE0172
 GE0172.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV383948(NAD 83)
 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
 GE0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0172.See file dsdata.pdf to determine how the superseded data were derived.
 GE0172
 GE0172_MARKER: DB = BENCH MARK DISK
 GE0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0172_STAMPING: B 243 1938
 GE0172_MARK LOGO: CGS
 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             CGS
 GE0172  HISTORY     - 1981     MARK NOT FOUND   USGS
 GE0172
 GE0172                          STATION DESCRIPTION
 GE0172
 GE0172'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG0086 ***********************************************************************
 FG0086  DESIGNATION -  B 245
 FG0086  PID         -  FG0086
 FG0086  STATE/COUNTY-  AR/VAN BUREN
 FG0086  COUNTRY     -  US
 FG0086  USGS QUAD   -  CLINTON (2017)
 FG0086
 FG0086                         *CURRENT SURVEY CONTROL
 FG0086  ______________________________________________________________________
 FG0086* NAD 83(1986) POSITION- 35 36 08.     (N) 092 27 59.     (W)   SCALED
 FG0086* NAVD 88 ORTHO HEIGHT -   184.746 (meters)      606.12  (feet) ADJUSTED
 FG0086  ______________________________________________________________________
 FG0086  GEOID HEIGHT    -        -27.942 (meters)                     GEOID18
 FG0086  DYNAMIC HEIGHT  -        184.577 (meters)      605.57  (feet) COMP
 FG0086  MODELED GRAVITY -    979,716.8   (mgal)                       NAVD 88
 FG0086
 FG0086  VERT ORDER      -  SECOND    CLASS 0
 FG0086
 FG0086.The horizontal coordinates were scaled from a map and have
 FG0086.an estimated accuracy of +/- 6 seconds.
 FG0086
 FG0086.The orthometric height was determined by differential leveling and
 FG0086.adjusted by the NATIONAL GEODETIC SURVEY
 FG0086.in June 1991.
 FG0086
 FG0086.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0086.GEOID18 height accuracy estimate available here.
 FG0086
 FG0086.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV483399(NAD 83)
 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
 FG0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0086.See file dsdata.pdf to determine how the superseded data were derived.
 FG0086
 FG0086_MARKER: DB = BENCH MARK DISK
 FG0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0086_STAMPING: B 245 1939
 FG0086_MARK LOGO: CGS
 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  HISTORY     - 20150824 MARK NOT FOUND   ARHD
 FG0086  HISTORY     - 20230725 GOOD             INDIV
 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.
 FG0086
 FG0086                          STATION RECOVERY (2015)
 FG0086
 FG0086'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 FG0086'MARK NOT FOUND.
 FG0086
 FG0086                          STATION RECOVERY (2023)
 FG0086
 FG0086'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2023 (JM)
 FG0086'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1139 ***********************************************************************
 FF1139  DESIGNATION -  B 246
 FF1139  PID         -  FF1139
 FF1139  STATE/COUNTY-  AR/JACKSON
 FF1139  COUNTRY     -  US
 FF1139  USGS QUAD   -  AUVERGNE (2017)
 FF1139
 FF1139                         *CURRENT SURVEY CONTROL
 FF1139  ______________________________________________________________________
 FF1139* NAD 83(1986) POSITION- 35 33 10.     (N) 091 10 36.     (W)   SCALED
 FF1139* NAVD 88 ORTHO HEIGHT -    68.337 (meters)      224.20  (feet) ADJUSTED
 FF1139  ______________________________________________________________________
 FF1139  GEOID HEIGHT    -        -27.505 (meters)                     GEOID18
 FF1139  DYNAMIC HEIGHT  -         68.277 (meters)      224.01  (feet) COMP
 FF1139  MODELED GRAVITY -    979,764.2   (mgal)                       NAVD 88
 FF1139
 FF1139  VERT ORDER      -  SECOND    CLASS 0
 FF1139
 FF1139.The horizontal coordinates were scaled from a map and have
 FF1139.an estimated accuracy of +/- 6 seconds.
 FF1139
 FF1139.The orthometric height was determined by differential leveling and
 FF1139.adjusted by the NATIONAL GEODETIC SURVEY
 FF1139.in June 1991.
 FF1139
 FF1139.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1139.GEOID18 height accuracy estimate available here.
 FF1139
 FF1139.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV652358(NAD 83)
 FF1139
 FF1139                          SUPERSEDED SURVEY CONTROL
 FF1139
 FF1139  NGVD 29 (11/26/84)   68.272  (m)          223.99   (f) ADJUSTED    2 0
 FF1139
 FF1139.Superseded values are not recommended for survey control.
 FF1139
 FF1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1139.See file dsdata.pdf to determine how the superseded data were derived.
 FF1139
 FF1139_MARKER: DB = BENCH MARK DISK
 FF1139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1139_STAMPING: B 246 1938
 FF1139_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 DL0184 ***********************************************************************
 DL0184  DESIGNATION -  B 247
 DL0184  PID         -  DL0184
 DL0184  STATE/COUNTY-  AR/CALHOUN
 DL0184  COUNTRY     -  US
 DL0184  USGS QUAD   -  ARTESIAN (2017)
 DL0184
 DL0184                         *CURRENT SURVEY CONTROL
 DL0184  ______________________________________________________________________
 DL0184* NAD 83(1986) POSITION- 33 29 42.     (N) 092 24 40.     (W)   SCALED
 DL0184* NAVD 88 ORTHO HEIGHT -    58.774 (meters)      192.83  (feet) ADJUSTED
 DL0184  ______________________________________________________________________
 DL0184  GEOID HEIGHT    -        -26.127 (meters)                     GEOID18
 DL0184  DYNAMIC HEIGHT  -         58.713 (meters)      192.63  (feet) COMP
 DL0184  MODELED GRAVITY -    979,596.6   (mgal)                       NAVD 88
 DL0184
 DL0184  VERT ORDER      -  SECOND    CLASS 0
 DL0184
 DL0184.The horizontal coordinates were scaled from a map and have
 DL0184.an estimated accuracy of +/- 6 seconds.
 DL0184
 DL0184.The orthometric height was determined by differential leveling and
 DL0184.adjusted by the NATIONAL GEODETIC SURVEY
 DL0184.in June 1991.
 DL0184
 DL0184.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0184.GEOID18 height accuracy estimate available here.
 DL0184
 DL0184.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT547063(NAD 83)
 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
 DL0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0184.See file dsdata.pdf to determine how the superseded data were derived.
 DL0184
 DL0184_MARKER: DB = BENCH MARK DISK
 DL0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0184_STAMPING: B 247 1938
 DL0184_MARK LOGO: CGS
 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             CGS
 DL0184  HISTORY     - 20130702 MARK NOT FOUND   ARHD
 DL0184
 DL0184                          STATION DESCRIPTION
 DL0184
 DL0184'DESCRIBED BY COAST AND 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.
 DL0184
 DL0184                          STATION RECOVERY (2013)
 DL0184
 DL0184'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (JDH)
 DL0184'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0697 ***********************************************************************
 FG0697  DESIGNATION -  B 248
 FG0697  PID         -  FG0697
 FG0697  STATE/COUNTY-  AR/VAN BUREN
 FG0697  COUNTRY     -  US
 FG0697  USGS QUAD   -  REX (2017)
 FG0697
 FG0697                         *CURRENT SURVEY CONTROL
 FG0697  ______________________________________________________________________
 FG0697* NAD 83(1986) POSITION- 35 34 30.     (N) 092 37 36.     (W)   SCALED
 FG0697* NAVD 88 ORTHO HEIGHT -   313.370 (meters)     1028.11  (feet) ADJUSTED
 FG0697  ______________________________________________________________________
 FG0697  GEOID HEIGHT    -        -28.068 (meters)                     GEOID18
 FG0697  DYNAMIC HEIGHT  -        313.079 (meters)     1027.16  (feet) COMP
 FG0697  MODELED GRAVITY -    979,695.4   (mgal)                       NAVD 88
 FG0697
 FG0697  VERT ORDER      -  SECOND    CLASS 0
 FG0697
 FG0697.The horizontal coordinates were scaled from a map and have
 FG0697.an estimated accuracy of +/- 6 seconds.
 FG0697
 FG0697.The orthometric height was determined by differential leveling and
 FG0697.adjusted by the NATIONAL GEODETIC SURVEY
 FG0697.in June 1991.
 FG0697
 FG0697.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0697.GEOID18 height accuracy estimate available here.
 FG0697
 FG0697.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV338368(NAD 83)
 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
 FG0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0697.See file dsdata.pdf to determine how the superseded data were derived.
 FG0697
 FG0697_MARKER: DB = BENCH MARK DISK
 FG0697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0697_STAMPING: B 248 1939
 FG0697_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 DK0853 ***********************************************************************
 DK0853  DESIGNATION -  B 249
 DK0853  PID         -  DK0853
 DK0853  STATE/COUNTY-  AR/DESHA
 DK0853  COUNTRY     -  US
 DK0853  USGS QUAD   -  WATSON (2017)
 DK0853
 DK0853                         *CURRENT SURVEY CONTROL
 DK0853  ______________________________________________________________________
 DK0853* NAD 83(1986) POSITION- 33 54 44.8    (N) 091 18 45.0    (W)   HD_HELD2
 DK0853* NAVD 88 ORTHO HEIGHT -    47.598 (meters)      156.16  (feet) ADJUSTED
 DK0853  ______________________________________________________________________
 DK0853  GEOID HEIGHT    -        -26.243 (meters)                     GEOID18
 DK0853  DYNAMIC HEIGHT  -         47.551 (meters)      156.01  (feet) COMP
 DK0853  MODELED GRAVITY -    979,640.2   (mgal)                       NAVD 88
 DK0853
 DK0853  VERT ORDER      -  FIRST     CLASS II
 DK0853
 DK0853.The horizontal coordinates were established by autonomous hand held GPS
 DK0853.observations and have an estimated accuracy of +/- 10 meters.
 DK0853
 DK0853.The orthometric height was determined by differential leveling and
 DK0853.adjusted by the NATIONAL GEODETIC SURVEY
 DK0853.in June 1991.
 DK0853
 DK0853.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK0853.GEOID18 height accuracy estimate available here.
 DK0853
 DK0853.Click photographs - Photos may exist for this station.
 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     -   538,385.      463,574.      MT  (+/- 10 meters HH2 GPS)
 DK0853
 DK0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT5600553730(NAD 83)
 DK0853
 DK0853                          SUPERSEDED SURVEY CONTROL
 DK0853
 DK0853  NGVD 29 (11/26/84)   47.665  (m)          156.38   (f) ADJUSTED    1 2
 DK0853
 DK0853.Superseded values are not recommended for survey control.
 DK0853
 DK0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0853.See file dsdata.pdf to determine how the superseded data were derived.
 DK0853
 DK0853_MARKER: DB = BENCH MARK DISK
 DK0853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0853_STAMPING: B 249 1940
 DK0853_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1576 ***********************************************************************
 FF1576  DESIGNATION -  B 25
 FF1576  PID         -  FF1576
 FF1576  STATE/COUNTY-  AR/IZARD
 FF1576  COUNTRY     -  US
 FF1576  USGS QUAD   -  GUION (2017)
 FF1576
 FF1576                         *CURRENT SURVEY CONTROL
 FF1576  ______________________________________________________________________
 FF1576* NAD 83(1986) POSITION- 35 55 18.     (N) 091 56 23.     (W)   SCALED
 FF1576* NAVD 88 ORTHO HEIGHT -    95.649 (meters)      313.81  (feet) ADJUSTED
 FF1576  ______________________________________________________________________
 FF1576  GEOID HEIGHT    -        -27.736 (meters)                     GEOID18
 FF1576  DYNAMIC HEIGHT  -         95.567 (meters)      313.54  (feet) COMP
 FF1576  MODELED GRAVITY -    979,782.0   (mgal)                       NAVD 88
 FF1576
 FF1576  VERT ORDER      -  SECOND    CLASS 0
 FF1576
 FF1576.The horizontal coordinates were scaled from a map and have
 FF1576.an estimated accuracy of +/- 6 seconds.
 FF1576
 FF1576.The orthometric height was determined by differential leveling and
 FF1576.adjusted by the NATIONAL GEODETIC SURVEY
 FF1576.in June 1991.
 FF1576
 FF1576.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1576.GEOID18 height accuracy estimate available here.
 FF1576
 FF1576.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV956757(NAD 83)
 FF1576
 FF1576                          SUPERSEDED SURVEY CONTROL
 FF1576
 FF1576  NGVD 29 (11/26/84)   95.559  (m)          313.51   (f) ADJUSTED    2 0
 FF1576
 FF1576.Superseded values are not recommended for survey control.
 FF1576
 FF1576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1576.See file dsdata.pdf to determine how the superseded data were derived.
 FF1576
 FF1576_MARKER: DD = SURVEY DISK
 FF1576_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF1576_STAMPING: B 25 1934
 FF1576_MARK LOGO: CGS+SS
 FF1576_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0956 ***********************************************************************
 EJ0956  DESIGNATION -  B 25
 EJ0956  PID         -  EJ0956
 EJ0956  STATE/COUNTY-  AR/YELL
 EJ0956  COUNTRY     -  US
 EJ0956  USGS QUAD   -  PLAINVIEW (2017)
 EJ0956
 EJ0956                         *CURRENT SURVEY CONTROL
 EJ0956  ______________________________________________________________________
 EJ0956* NAD 83(1986) POSITION- 34 59 50.     (N) 093 17 41.     (W)   SCALED
 EJ0956* NAVD 88 ORTHO HEIGHT -   130.871 (meters)      429.37  (feet) ADJUSTED
 EJ0956  ______________________________________________________________________
 EJ0956  GEOID HEIGHT    -        -29.321 (meters)                     GEOID18
 EJ0956  DYNAMIC HEIGHT  -        130.743 (meters)      428.95  (feet) COMP
 EJ0956  MODELED GRAVITY -    979,656.4   (mgal)                       NAVD 88
 EJ0956
 EJ0956  VERT ORDER      -  SECOND    CLASS 0
 EJ0956
 EJ0956.The horizontal coordinates were scaled from a map and have
 EJ0956.an estimated accuracy of +/- 6 seconds.
 EJ0956
 EJ0956.The orthometric height was determined by differential leveling and
 EJ0956.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0956.in June 1991.
 EJ0956
 EJ0956.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0956.GEOID18 height accuracy estimate available here.
 EJ0956
 EJ0956.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU731727(NAD 83)
 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
 EJ0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0956.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0956
 EJ0956_MARKER: DB = BENCH MARK DISK
 EJ0956_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EJ0956_SP_SET: CULVERT HEADWALL
 EJ0956_STAMPING: B 25 1935
 EJ0956_MARK LOGO: CGS
 EJ0956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0956+STABILITY: SURFACE MOTION
 EJ0956
 EJ0956  HISTORY     - Date     Condition        Report By
 EJ0956  HISTORY     - 1935     MONUMENTED       CGS
 EJ0956  HISTORY     - 1968     MARK NOT FOUND   USGS
 EJ0956
 EJ0956                          STATION DESCRIPTION
 EJ0956
 EJ0956'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (ALW)
 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.  0.7 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 = MARCH 20, 2026 22:17:28 EDT
 EH1588 ***********************************************************************
 EH1588  DESIGNATION -  B 250
 EH1588  PID         -  EH1588
 EH1588  STATE/COUNTY-  AR/JEFFERSON
 EH1588  COUNTRY     -  US
 EH1588  USGS QUAD   -  MOSCOW (2017)
 EH1588
 EH1588                         *CURRENT SURVEY CONTROL
 EH1588  ______________________________________________________________________
 EH1588* NAD 83(1986) POSITION- 34 09 10.     (N) 091 46 47.     (W)   SCALED
 EH1588* NAVD 88 ORTHO HEIGHT -    60.539 (meters)      198.62  (feet) ADJUSTED
 EH1588  ______________________________________________________________________
 EH1588  GEOID HEIGHT    -        -25.960 (meters)                     GEOID18
 EH1588  DYNAMIC HEIGHT  -         60.480 (meters)      198.42  (feet) COMP
 EH1588  MODELED GRAVITY -    979,663.6   (mgal)                       NAVD 88
 EH1588
 EH1588  VERT ORDER      -  SECOND    CLASS 0
 EH1588
 EH1588.The horizontal coordinates were scaled from a map and have
 EH1588.an estimated accuracy of +/- 6 seconds.
 EH1588
 EH1588.The orthometric height was determined by differential leveling and
 EH1588.adjusted by the NATIONAL GEODETIC SURVEY
 EH1588.in June 1991.
 EH1588
 EH1588.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1588.GEOID18 height accuracy estimate available here.
 EH1588
 EH1588.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT124797(NAD 83)
 EH1588
 EH1588                          SUPERSEDED SURVEY CONTROL
 EH1588
 EH1588  NGVD 29 (11/26/84)   60.624  (m)          198.90   (f) ADJUSTED    2 0
 EH1588
 EH1588.Superseded values are not recommended for survey control.
 EH1588
 EH1588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1588.See file dsdata.pdf to determine how the superseded data were derived.
 EH1588
 EH1588_MARKER: DB = BENCH MARK DISK
 EH1588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1588_STAMPING: B 250 1940
 EH1588_MARK LOGO: CGS
 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 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0163 ***********************************************************************
 EJ0163  DESIGNATION -  B 251
 EJ0163  PID         -  EJ0163
 EJ0163  STATE/COUNTY-  AR/PULASKI
 EJ0163  COUNTRY     -  US
 EJ0163  USGS QUAD   -  SWEET HOME (2017)
 EJ0163
 EJ0163                         *CURRENT SURVEY CONTROL
 EJ0163  ______________________________________________________________________
 EJ0163* NAD 83(1986) POSITION- 34 39 44.     (N) 092 11 06.     (W)   SCALED
 EJ0163* NAVD 88 ORTHO HEIGHT -    73.620 (meters)      241.53  (feet) ADJUSTED
 EJ0163  ______________________________________________________________________
 EJ0163  GEOID HEIGHT    -        -26.534 (meters)                     GEOID18
 EJ0163  DYNAMIC HEIGHT  -         73.551 (meters)      241.31  (feet) COMP
 EJ0163  MODELED GRAVITY -    979,692.3   (mgal)                       NAVD 88
 EJ0163
 EJ0163  VERT ORDER      -  SECOND    CLASS 0
 EJ0163
 EJ0163.The horizontal coordinates were scaled from a map and have
 EJ0163.an estimated accuracy of +/- 6 seconds.
 EJ0163
 EJ0163.The orthometric height was determined by differential leveling and
 EJ0163.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0163.in June 1991.
 EJ0163
 EJ0163.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0163.GEOID18 height accuracy estimate available here.
 EJ0163
 EJ0163.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU746358(NAD 83)
 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
 EJ0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0163.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0163
 EJ0163_MARKER: DB = BENCH MARK DISK
 EJ0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0163_STAMPING: B 251 1940
 EJ0163_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0603 ***********************************************************************
 EJ0603  DESIGNATION -  B 252
 EJ0603  PID         -  EJ0603
 EJ0603  STATE/COUNTY-  AR/JEFFERSON
 EJ0603  COUNTRY     -  US
 EJ0603  USGS QUAD   -  WRIGHT (2017)
 EJ0603
 EJ0603                         *CURRENT SURVEY CONTROL
 EJ0603  ______________________________________________________________________
 EJ0603* NAD 83(1986) POSITION- 34 27 11.     (N) 092 03 47.     (W)   SCALED
 EJ0603* NAVD 88 ORTHO HEIGHT -    69.022 (meters)      226.45  (feet) ADJUSTED
 EJ0603  ______________________________________________________________________
 EJ0603  GEOID HEIGHT    -        -26.152 (meters)                     GEOID18
 EJ0603  DYNAMIC HEIGHT  -         68.957 (meters)      226.24  (feet) COMP
 EJ0603  MODELED GRAVITY -    979,690.2   (mgal)                       NAVD 88
 EJ0603
 EJ0603  VERT ORDER      -  SECOND    CLASS 0
 EJ0603
 EJ0603.The horizontal coordinates were scaled from a map and have
 EJ0603.an estimated accuracy of +/- 6 seconds.
 EJ0603
 EJ0603.The orthometric height was determined by differential leveling and
 EJ0603.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0603.in June 1991.
 EJ0603
 EJ0603.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0603.GEOID18 height accuracy estimate available here.
 EJ0603
 EJ0603.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU860127(NAD 83)
 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
 EJ0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0603.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0603
 EJ0603_MARKER: DB = BENCH MARK DISK
 EJ0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0603_STAMPING: B 252 1940
 EJ0603_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0197 ***********************************************************************
 EJ0197  DESIGNATION -  B 253
 EJ0197  PID         -  EJ0197
 EJ0197  STATE/COUNTY-  AR/PULASKI
 EJ0197  COUNTRY     -  US
 EJ0197  USGS QUAD   -  SWEET HOME (2017)
 EJ0197
 EJ0197                         *CURRENT SURVEY CONTROL
 EJ0197  ______________________________________________________________________
 EJ0197* NAD 83(1986) POSITION- 34 43 40.     (N) 092 07 48.     (W)   SCALED
 EJ0197* NAVD 88 ORTHO HEIGHT -    76.680 (meters)      251.57  (feet) ADJUSTED
 EJ0197  ______________________________________________________________________
 EJ0197  GEOID HEIGHT    -        -26.595 (meters)                     GEOID18
 EJ0197  DYNAMIC HEIGHT  -         76.608 (meters)      251.34  (feet) COMP
 EJ0197  MODELED GRAVITY -    979,706.1   (mgal)                       NAVD 88
 EJ0197
 EJ0197  VERT ORDER      -  SECOND    CLASS 0
 EJ0197
 EJ0197.The horizontal coordinates were scaled from a map and have
 EJ0197.an estimated accuracy of +/- 6 seconds.
 EJ0197
 EJ0197.The orthometric height was determined by differential leveling and
 EJ0197.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0197.in June 1991.
 EJ0197
 EJ0197.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0197.GEOID18 height accuracy estimate available here.
 EJ0197
 EJ0197.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU796431(NAD 83)
 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
 EJ0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0197.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0197
 EJ0197_MARKER: DB = BENCH MARK DISK
 EJ0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0197_STAMPING: B 253 1940
 EJ0197_MARK LOGO: CGS
 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   CGS
 EJ0197
 EJ0197                          STATION DESCRIPTION
 EJ0197
 EJ0197'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG1109 ***********************************************************************
 FG1109  DESIGNATION -  B 254
 FG1109  PID         -  FG1109
 FG1109  STATE/COUNTY-  AR/LOGAN
 FG1109  COUNTRY     -  US
 FG1109  USGS QUAD   -  NEW BLAINE (2017)
 FG1109
 FG1109                         *CURRENT SURVEY CONTROL
 FG1109  ______________________________________________________________________
 FG1109* NAD 83(1986) POSITION- 35 19 53.     (N) 093 26 10.     (W)   SCALED
 FG1109* NAVD 88 ORTHO HEIGHT -   108.861 (meters)      357.15  (feet) ADJUSTED
 FG1109  ______________________________________________________________________
 FG1109  GEOID HEIGHT    -        -29.471 (meters)                     GEOID18
 FG1109  DYNAMIC HEIGHT  -        108.759 (meters)      356.82  (feet) COMP
 FG1109  MODELED GRAVITY -    979,692.6   (mgal)                       NAVD 88
 FG1109
 FG1109  VERT ORDER      -  SECOND    CLASS 0
 FG1109
 FG1109.The horizontal coordinates were scaled from a map and have
 FG1109.an estimated accuracy of +/- 6 seconds.
 FG1109
 FG1109.The orthometric height was determined by differential leveling and
 FG1109.adjusted by the NATIONAL GEODETIC SURVEY
 FG1109.in June 1991.
 FG1109
 FG1109.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1109.GEOID18 height accuracy estimate available here.
 FG1109
 FG1109.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV603098(NAD 83)
 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
 FG1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1109.See file dsdata.pdf to determine how the superseded data were derived.
 FG1109
 FG1109_MARKER: DB = BENCH MARK DISK
 FG1109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1109_STAMPING: B 254 1940
 FG1109_MARK LOGO: CGS
 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             CGS
 FG1109
 FG1109                          STATION DESCRIPTION
 FG1109
 FG1109'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FH0203 ***********************************************************************
 FH0203  DESIGNATION -  B 257
 FH0203  PID         -  FH0203
 FH0203  STATE/COUNTY-  AR/SEBASTIAN
 FH0203  COUNTRY     -  US
 FH0203  USGS QUAD   -  BARLING (2017)
 FH0203
 FH0203                         *CURRENT SURVEY CONTROL
 FH0203  ______________________________________________________________________
 FH0203* NAD 83(1986) POSITION- 35 19 32.2    (N) 094 17 59.2    (W)   HD_HELD2
 FH0203* NAVD 88 ORTHO HEIGHT -   147.743 (meters)      484.72  (feet) ADJUSTED
 FH0203  ______________________________________________________________________
 FH0203  GEOID HEIGHT    -        -30.195 (meters)                     GEOID18
 FH0203  DYNAMIC HEIGHT  -        147.604 (meters)      484.26  (feet) COMP
 FH0203  MODELED GRAVITY -    979,686.6   (mgal)                       NAVD 88
 FH0203
 FH0203  VERT ORDER      -  FIRST     CLASS II
 FH0203
 FH0203.The horizontal coordinates were established by autonomous hand held GPS
 FH0203.observations and have an estimated accuracy of +/- 10 meters.
 FH0203
 FH0203.The orthometric height was determined by differential leveling and
 FH0203.adjusted by the NATIONAL GEODETIC SURVEY
 FH0203.in June 1991.
 FH0203
 FH0203.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0203.GEOID18 height accuracy estimate available here.
 FH0203
 FH0203.Click photographs - Photos may exist for this station.
 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     -   112,526.      190,923.      MT  (+/- 10 meters HH2 GPS)
 FH0203
 FH0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV8186109927(NAD 83)
 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
 FH0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0203.See file dsdata.pdf to determine how the superseded data were derived.
 FH0203
 FH0203_MARKER: DB = BENCH MARK DISK
 FH0203_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FH0203_SP_SET: STEP
 FH0203_STAMPING: 484.395 B 257 1940
 FH0203_MARK LOGO: CGS
 FH0203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0203_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH0203+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2024
 FH0203
 FH0203  HISTORY     - Date     Condition        Report By
 FH0203  HISTORY     - 1940     MONUMENTED       CGS
 FH0203  HISTORY     - 1959     GOOD             CGS
 FH0203  HISTORY     - 1984     GOOD             NGS
 FH0203  HISTORY     - 1987     GOOD             USPSQD
 FH0203  HISTORY     - 1988     GOOD             USPSQD
 FH0203  HISTORY     - 1989     GOOD             USPSQD
 FH0203  HISTORY     - 20091218 GOOD             GEOCAC
 FH0203  HISTORY     - 20141216 GOOD             ARHD
 FH0203  HISTORY     - 20240319 GOOD             ARHD
 FH0203
 FH0203                          STATION DESCRIPTION
 FH0203
 FH0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 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.  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.
 FH0203
 FH0203                          STATION RECOVERY (2009)
 FH0203
 FH0203'RECOVERY NOTE BY GEOCACHING 2009 (JA)
 FH0203'MARK WAS RECOVERED AS DESCRIBED. BENCHMARK IS UNDERNEATH A CIGARETTE
 FH0203'BUTT COLLECTOR. THE COLLECTOR IS EASILY MOVED TO ACCESS THE BENCHMARK.
 FH0203
 FH0203                          STATION RECOVERY (2014)
 FH0203
 FH0203'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (JDH)
 FH0203'RECOVERED AS DESCRIBED.
 FH0203
 FH0203                          STATION RECOVERY (2024)
 FH0203
 FH0203'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (JH)
 FH0203'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL1148 ***********************************************************************
 DL1148  DESIGNATION -  B 258
 DL1148  PID         -  DL1148
 DL1148  STATE/COUNTY-  AR/MILLER
 DL1148  COUNTRY     -  US
 DL1148  USGS QUAD   -  GARLAND (2017)
 DL1148
 DL1148                         *CURRENT SURVEY CONTROL
 DL1148  ______________________________________________________________________
 DL1148* NAD 83(1986) POSITION- 33 20 40.     (N) 093 42 47.     (W)   SCALED
 DL1148* NAVD 88 ORTHO HEIGHT -    69.354 (meters)      227.54  (feet) ADJUSTED
 DL1148  ______________________________________________________________________
 DL1148  GEOID HEIGHT    -        -26.780 (meters)                     GEOID18
 DL1148  DYNAMIC HEIGHT  -         69.279 (meters)      227.29  (feet) COMP
 DL1148  MODELED GRAVITY -    979,566.2   (mgal)                       NAVD 88
 DL1148
 DL1148  VERT ORDER      -  FIRST     CLASS I
 DL1148
 DL1148.The horizontal coordinates were scaled from a map and have
 DL1148.an estimated accuracy of +/- 6 seconds.
 DL1148
 DL1148.The orthometric height was determined by differential leveling and
 DL1148.adjusted by the NATIONAL GEODETIC SURVEY
 DL1148.in June 1991.
 DL1148
 DL1148.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1148.GEOID18 height accuracy estimate available here.
 DL1148
 DL1148.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS336897(NAD 83)
 DL1148
 DL1148                          SUPERSEDED SURVEY CONTROL
 DL1148
 DL1148  NGVD 29 (11/26/84)   69.384  (m)          227.64   (f) ADJUSTED    1 1
 DL1148
 DL1148.Superseded values are not recommended for survey control.
 DL1148
 DL1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1148.See file dsdata.pdf to determine how the superseded data were derived.
 DL1148
 DL1148_MARKER: DV = VERTICAL CONTROL DISK
 DL1148_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DL1148+WITH SETTING: INTO GROUND
 DL1148_STAMPING: B 258 1977
 DL1148_MARK LOGO: NGS
 DL1148_MAGNETIC: I = MARKER IS A STEEL ROD
 DL1148_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 DEPARTMENT OF TRANSPORTATION 2004 (VJB)
 DL1148'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL1122 ***********************************************************************
 DL1122  DESIGNATION -  B 259
 DL1122  PID         -  DL1122
 DL1122  STATE/COUNTY-  AR/MILLER
 DL1122  COUNTRY     -  US
 DL1122  USGS QUAD   -  DODDRIDGE NE (2017)
 DL1122
 DL1122                         *CURRENT SURVEY CONTROL
 DL1122  ______________________________________________________________________
 DL1122* NAD 83(1986) POSITION- 33 09 59.     (N) 093 48 49.     (W)   SCALED
 DL1122* NAVD 88 ORTHO HEIGHT -    64.093 (meters)      210.28  (feet) ADJUSTED
 DL1122  ______________________________________________________________________
 DL1122  GEOID HEIGHT    -        -26.618 (meters)                     GEOID18
 DL1122  DYNAMIC HEIGHT  -         64.023 (meters)      210.05  (feet) COMP
 DL1122  MODELED GRAVITY -    979,551.8   (mgal)                       NAVD 88
 DL1122
 DL1122  VERT ORDER      -  FIRST     CLASS I
 DL1122
 DL1122.The horizontal coordinates were scaled from a map and have
 DL1122.an estimated accuracy of +/- 6 seconds.
 DL1122
 DL1122.The orthometric height was determined by differential leveling and
 DL1122.adjusted by the NATIONAL GEODETIC SURVEY
 DL1122.in June 1991.
 DL1122
 DL1122.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1122.GEOID18 height accuracy estimate available here.
 DL1122
 DL1122.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS241700(NAD 83)
 DL1122
 DL1122                          SUPERSEDED SURVEY CONTROL
 DL1122
 DL1122  NGVD 29 (11/26/84)   64.121  (m)          210.37   (f) ADJUSTED    1 1
 DL1122
 DL1122.Superseded values are not recommended for survey control.
 DL1122
 DL1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1122.See file dsdata.pdf to determine how the superseded data were derived.
 DL1122
 DL1122_MARKER: DV = VERTICAL CONTROL DISK
 DL1122_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DL1122+WITH SETTING: INTO GROUND
 DL1122_STAMPING: B 259 1977
 DL1122_MARK LOGO: NGS
 DL1122_MAGNETIC: I = MARKER IS A STEEL ROD
 DL1122_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0283 ***********************************************************************
 GE0283  DESIGNATION -  B 26
 GE0283  PID         -  GE0283
 GE0283  STATE/COUNTY-  AR/RANDOLPH
 GE0283  COUNTRY     -  US
 GE0283  USGS QUAD   -  POCAHONTAS (2017)
 GE0283
 GE0283                         *CURRENT SURVEY CONTROL
 GE0283  ______________________________________________________________________
 GE0283* NAD 83(1986) POSITION- 36 15 42.     (N) 090 58 04.     (W)   SCALED
 GE0283* NAVD 88 ORTHO HEIGHT -    85.069 (meters)      279.10  (feet) ADJUSTED
 GE0283  ______________________________________________________________________
 GE0283  GEOID HEIGHT    -        -28.305 (meters)                     GEOID18
 GE0283  DYNAMIC HEIGHT  -         85.000 (meters)      278.87  (feet) COMP
 GE0283  MODELED GRAVITY -    979,819.4   (mgal)                       NAVD 88
 GE0283
 GE0283  VERT ORDER      -  FIRST     CLASS II
 GE0283
 GE0283.The horizontal coordinates were scaled from a map and have
 GE0283.an estimated accuracy of +/- 6 seconds.
 GE0283
 GE0283.The orthometric height was determined by differential leveling and
 GE0283.adjusted by the NATIONAL GEODETIC SURVEY
 GE0283.in June 1991.
 GE0283
 GE0283.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0283.GEOID18 height accuracy estimate available here.
 GE0283
 GE0283.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA825148(NAD 83)
 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
 GE0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0283.See file dsdata.pdf to determine how the superseded data were derived.
 GE0283
 GE0283_MARKER: DB = BENCH MARK DISK
 GE0283_SETTING: 66 = SET IN ROCK OUTCROP
 GE0283_STAMPING: 278.887 B 26 1932
 GE0283_MARK LOGO: CGS
 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             CGS
 GE0283  HISTORY     - 20100616 MARK NOT FOUND   GEOCAC
 GE0283
 GE0283                          STATION DESCRIPTION
 GE0283
 GE0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 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.
 GE0283
 GE0283                          STATION RECOVERY (2010)
 GE0283
 GE0283'RECOVERY NOTE BY GEOCACHING 2010 (ACM)
 GE0283'A CAREFUL SEARCH OF THE DESCRIBED AREA REVEALED NO EVIDENCE OF THE
 GE0283'MARK.
 GE0283'SEVERAL ROCK OUTCROPS NEAR THE DESCRIBED AREA, BUT CURRENTLY NONE AT
 GE0283'THE SPECIFIED DISTANCE FROM THE DEPOT.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1574 ***********************************************************************
 FF1574  DESIGNATION -  B 26
 FF1574  PID         -  FF1574
 FF1574  STATE/COUNTY-  AR/IZARD
 FF1574  COUNTRY     -  US
 FF1574  USGS QUAD   -  GUION (2017)
 FF1574
 FF1574                         *CURRENT SURVEY CONTROL
 FF1574  ______________________________________________________________________
 FF1574* NAD 83(1986) POSITION- 35 56 13.     (N) 091 59 18.     (W)   SCALED
 FF1574* NAVD 88 ORTHO HEIGHT -    96.147 (meters)      315.44  (feet) ADJUSTED
 FF1574  ______________________________________________________________________
 FF1574  GEOID HEIGHT    -        -27.766 (meters)                     GEOID18
 FF1574  DYNAMIC HEIGHT  -         96.066 (meters)      315.18  (feet) COMP
 FF1574  MODELED GRAVITY -    979,783.1   (mgal)                       NAVD 88
 FF1574
 FF1574  VERT ORDER      -  SECOND    CLASS 0
 FF1574
 FF1574.The horizontal coordinates were scaled from a map and have
 FF1574.an estimated accuracy of +/- 6 seconds.
 FF1574
 FF1574.The orthometric height was determined by differential leveling and
 FF1574.adjusted by the NATIONAL GEODETIC SURVEY
 FF1574.in June 1991.
 FF1574
 FF1574.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1574.GEOID18 height accuracy estimate available here.
 FF1574
 FF1574.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV912774(NAD 83)
 FF1574
 FF1574                          SUPERSEDED SURVEY CONTROL
 FF1574
 FF1574  NGVD 29 (11/26/84)   96.056  (m)          315.14   (f) ADJUSTED    2 0
 FF1574
 FF1574.Superseded values are not recommended for survey control.
 FF1574
 FF1574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1574.See file dsdata.pdf to determine how the superseded data were derived.
 FF1574
 FF1574_MARKER: DD = SURVEY DISK
 FF1574_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF1574_STAMPING: B 26 1934
 FF1574_MARK LOGO: CGS+SS
 FF1574_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1178 ***********************************************************************
 DL1178  DESIGNATION -  B 260
 DL1178  PID         -  DL1178
 DL1178  STATE/COUNTY-  AR/MILLER
 DL1178  COUNTRY     -  US
 DL1178  USGS QUAD   -  FULTON (2017)
 DL1178
 DL1178                         *CURRENT SURVEY CONTROL
 DL1178  ______________________________________________________________________
 DL1178* NAD 83(1986) POSITION- 33 33 41.85   (N) 093 51 44.59   (W)   HD_HELD1
 DL1178* NAVD 88 ORTHO HEIGHT -    79.355 (meters)      260.35  (feet) ADJUSTED
 DL1178  ______________________________________________________________________
 DL1178  GEOID HEIGHT    -        -27.024 (meters)                     GEOID18
 DL1178  DYNAMIC HEIGHT  -         79.271 (meters)      260.07  (feet) COMP
 DL1178  MODELED GRAVITY -    979,583.4   (mgal)                       NAVD 88
 DL1178
 DL1178  VERT ORDER      -  FIRST     CLASS I
 DL1178
 DL1178.The horizontal coordinates were determined by differentially corrected
 DL1178.hand held GPS observations or other comparable positioning techniques
 DL1178.and have an estimated accuracy of +/- 3 meters.
 DL1178
 DL1178.The orthometric height was determined by differential leveling and
 DL1178.adjusted by the NATIONAL GEODETIC SURVEY
 DL1178.in June 1991.
 DL1178
 DL1178.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1178.GEOID18 height accuracy estimate available here.
 DL1178
 DL1178.Click photographs - Photos may exist for this station.
 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     -   500,835.2     227,082.9     MT  (+/- 3 meters HH1 GPS) 
 DL1178
 DL1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT1995213884(NAD 83)
 DL1178
 DL1178                          SUPERSEDED SURVEY CONTROL
 DL1178
 DL1178  NGVD 29 (11/26/84)   79.368  (m)          260.39   (f) ADJUSTED    1 1
 DL1178
 DL1178.Superseded values are not recommended for survey control.
 DL1178
 DL1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1178.See file dsdata.pdf to determine how the superseded data were derived.
 DL1178
 DL1178_MARKER: DV = VERTICAL CONTROL DISK
 DL1178_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL1178_SP_SET: BOX CULVERT HEADWALL
 DL1178_STAMPING: B 260 1977
 DL1178_MARK LOGO: NGS
 DL1178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1178+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1181 ***********************************************************************
 DL1181  DESIGNATION -  B 261
 DL1181  PID         -  DL1181
 DL1181  STATE/COUNTY-  AR/MILLER
 DL1181  COUNTRY     -  US
 DL1181  USGS QUAD   -  HOMAN (2017)
 DL1181
 DL1181                         *CURRENT SURVEY CONTROL
 DL1181  ______________________________________________________________________
 DL1181* NAD 83(1986) POSITION- 33 31 46.     (N) 093 54 54.     (W)   SCALED
 DL1181* NAVD 88 ORTHO HEIGHT -    80.204 (meters)      263.14  (feet) ADJUSTED
 DL1181  ______________________________________________________________________
 DL1181  GEOID HEIGHT    -        -27.000 (meters)                     GEOID18
 DL1181  DYNAMIC HEIGHT  -         80.119 (meters)      262.86  (feet) COMP
 DL1181  MODELED GRAVITY -    979,579.0   (mgal)                       NAVD 88
 DL1181
 DL1181  VERT ORDER      -  FIRST     CLASS I
 DL1181
 DL1181.The horizontal coordinates were scaled from a map and have
 DL1181.an estimated accuracy of +/- 6 seconds.
 DL1181
 DL1181.The orthometric height was determined by differential leveling and
 DL1181.adjusted by the NATIONAL GEODETIC SURVEY
 DL1181.in June 1991.
 DL1181
 DL1181.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1181.GEOID18 height accuracy estimate available here.
 DL1181
 DL1181.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT150103(NAD 83)
 DL1181
 DL1181                          SUPERSEDED SURVEY CONTROL
 DL1181
 DL1181  NGVD 29 (11/26/84)   80.218  (m)          263.18   (f) ADJUSTED    1 1
 DL1181
 DL1181.Superseded values are not recommended for survey control.
 DL1181
 DL1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1181.See file dsdata.pdf to determine how the superseded data were derived.
 DL1181
 DL1181_MARKER: DV = VERTICAL CONTROL DISK
 DL1181_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL1181_SP_SET: CULVERT HEADWALL
 DL1181_STAMPING: B 261 1977
 DL1181_MARK LOGO: NGS
 DL1181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1181+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GG0081 ***********************************************************************
 GG0081  DESIGNATION -  B 27
 GG0081  PID         -  GG0081
 GG0081  STATE/COUNTY-  AR/WASHINGTON
 GG0081  COUNTRY     -  US
 GG0081  USGS QUAD   -  FAYETTEVILLE (2017)
 GG0081
 GG0081                         *CURRENT SURVEY CONTROL
 GG0081  ______________________________________________________________________
 GG0081* NAD 83(1986) POSITION- 36 05 43.04   (N) 094 09 38.86   (W)   HD_HELD1
 GG0081* NAVD 88 ORTHO HEIGHT -   382.150 (meters)     1253.77  (feet) POSTED
 GG0081  ______________________________________________________________________
 GG0081  GEOID HEIGHT    -        -28.073 (meters)                     GEOID18
 GG0081  DYNAMIC HEIGHT  -        381.81  (meters)     1252.7   (feet) COMP
 GG0081  MODELED GRAVITY -    979,723.3   (mgal)                       NAVD 88
 GG0081
 GG0081  VERT ORDER      -  * POSTED, SEE BELOW
 GG0081
 GG0081.The horizontal coordinates were determined by differentially corrected
 GG0081.hand held GPS observations or other comparable positioning techniques
 GG0081.and have an estimated accuracy of +/- 3 meters.
 GG0081
 GG0081.The orthometric height was determined by differential leveling
 GG0081.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 GG0081
 GG0081.* This is a POSTED BENCH MARK height.
 GG0081
 GG0081.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0081.GEOID18 height accuracy estimate available here.
 GG0081
 GG0081.Click photographs - Photos may exist for this station.
 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     -   197,613.5     205,429.8     MT  (+/- 3 meters HH1 GPS) 
 GG0081
 GG0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9550495141(NAD 83)
 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
 GG0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0081.See file dsdata.pdf to determine how the superseded data were derived.
 GG0081
 GG0081_MARKER: DB = BENCH MARK DISK
 GG0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0081_STAMPING: 1253.301 B 27 1932
 GG0081_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 GG0513 ***********************************************************************
 GG0513  DESIGNATION -  B 27 RESET
 GG0513  PID         -  GG0513
 GG0513  STATE/COUNTY-  AR/WASHINGTON
 GG0513  COUNTRY     -  US
 GG0513  USGS QUAD   -  FAYETTEVILLE (2017)
 GG0513
 GG0513                         *CURRENT SURVEY CONTROL
 GG0513  ______________________________________________________________________
 GG0513* NAD 83(1986) POSITION- 36 05 39.6    (N) 094 09 38.6    (W)   HD_HELD2
 GG0513* NAVD 88 ORTHO HEIGHT -   383.510 (meters)     1258.23  (feet) ADJUSTED
 GG0513  ______________________________________________________________________
 GG0513  GEOID HEIGHT    -        -28.073 (meters)                     GEOID18
 GG0513  DYNAMIC HEIGHT  -        383.166 (meters)     1257.10  (feet) COMP
 GG0513  MODELED GRAVITY -    979,723.3   (mgal)                       NAVD 88
 GG0513
 GG0513  VERT ORDER      -  FIRST     CLASS II
 GG0513
 GG0513.The horizontal coordinates were established by autonomous hand held GPS
 GG0513.observations and have an estimated accuracy of +/- 10 meters.
 GG0513
 GG0513.The orthometric height was determined by differential leveling and
 GG0513.adjusted by the NATIONAL GEODETIC SURVEY
 GG0513.in June 1991.
 GG0513
 GG0513.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0513.GEOID18 height accuracy estimate available here.
 GG0513
 GG0513.Click photographs - Photos may exist for this station.
 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     -   197,507.      205,434.      MT  (+/- 10 meters HH2 GPS)
 GG0513
 GG0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9550995035(NAD 83)
 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
 GG0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0513.See file dsdata.pdf to determine how the superseded data were derived.
 GG0513
 GG0513_MARKER: DV = VERTICAL CONTROL DISK
 GG0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0513_STAMPING: B 27 RESET 1977
 GG0513_MARK LOGO: NGS
 GG0513_PROJECTION: FLUSH
 GG0513_MAGNETIC: N = NO MAGNETIC MATERIAL
 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 - March 19, 2015
 GG0513
 GG0513  HISTORY     - Date     Condition        Report By
 GG0513  HISTORY     - 1977     MONUMENTED       ARHD
 GG0513  HISTORY     - 19891114 GOOD             NGS
 GG0513  HISTORY     - 19961102 GOOD             USPSQD
 GG0513  HISTORY     - 20101124 GOOD             GEOCAC
 GG0513  HISTORY     - 20120131 GOOD             ARHD
 GG0513  HISTORY     - 20150319 GOOD             INDIV
 GG0513
 GG0513                          STATION DESCRIPTION
 GG0513
 GG0513'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 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.
 GG0513
 GG0513                          STATION RECOVERY (2010)
 GG0513
 GG0513'RECOVERY NOTE BY GEOCACHING 2010 (JA)
 GG0513'RECOVERED IN GOOD CONDITION.
 GG0513
 GG0513                          STATION RECOVERY (2012)
 GG0513
 GG0513'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (JDH)
 GG0513'RECOVERED AS DESCRIBED.
 GG0513
 GG0513                          STATION RECOVERY (2015)
 GG0513
 GG0513'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (JAP)
 GG0513'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FH0031 ***********************************************************************
 FH0031  DESIGNATION -  B 28
 FH0031  PID         -  FH0031
 FH0031  STATE/COUNTY-  AR/CRAWFORD
 FH0031  COUNTRY     -  US
 FH0031  USGS QUAD   -  MOUNTAINBURG (2017)
 FH0031
 FH0031                         *CURRENT SURVEY CONTROL
 FH0031  ______________________________________________________________________
 FH0031* NAD 83(1986) POSITION- 35 40 44.90   (N) 094 10 30.92   (W)   HD_HELD1
 FH0031* NAVD 88 ORTHO HEIGHT -   257.513 (meters)      844.86  (feet) ADJUSTED
 FH0031  ______________________________________________________________________
 FH0031  GEOID HEIGHT    -        -28.649 (meters)                     GEOID18
 FH0031  DYNAMIC HEIGHT  -        257.275 (meters)      844.08  (feet) COMP
 FH0031  MODELED GRAVITY -    979,703.2   (mgal)                       NAVD 88
 FH0031
 FH0031  VERT ORDER      -  FIRST     CLASS II
 FH0031
 FH0031.The horizontal coordinates were determined by differentially corrected
 FH0031.hand held GPS observations or other comparable positioning techniques
 FH0031.and have an estimated accuracy of +/- 3 meters.
 FH0031
 FH0031.The orthometric height was determined by differential leveling and
 FH0031.adjusted by the NATIONAL GEODETIC SURVEY
 FH0031.in June 1991.
 FH0031
 FH0031.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0031.GEOID18 height accuracy estimate available here.
 FH0031
 FH0031.Click photographs - Photos may exist for this station.
 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     -   151,481.0     203,107.9     MT  (+/- 3 meters HH1 GPS) 
 FH0031
 FH0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9364748997(NAD 83)
 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
 FH0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0031.See file dsdata.pdf to determine how the superseded data were derived.
 FH0031
 FH0031_MARKER: DB = BENCH MARK DISK
 FH0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 28, 2015
 FH0031
 FH0031  HISTORY     - Date     Condition        Report By
 FH0031  HISTORY     - 1932     MONUMENTED       CGS
 FH0031  HISTORY     - 1959     GOOD             CGS
 FH0031  HISTORY     - 19891109 GOOD             NGS
 FH0031  HISTORY     - 20050108 GOOD             GEOCAC
 FH0031  HISTORY     - 20150128 GOOD             ARHD
 FH0031
 FH0031                          STATION DESCRIPTION
 FH0031
 FH0031'DESCRIBED BY COAST AND 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.
 FH0031
 FH0031                          STATION RECOVERY (2015)
 FH0031
 FH0031'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (BAB)
 FH0031'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0062 ***********************************************************************
 FG0062  DESIGNATION -  B 28
 FG0062  PID         -  FG0062
 FG0062  STATE/COUNTY-  AR/IZARD
 FG0062  COUNTRY     -  US
 FG0062  USGS QUAD   -  SYLAMORE (2017)
 FG0062
 FG0062                         *CURRENT SURVEY CONTROL
 FG0062  ______________________________________________________________________
 FG0062* NAD 83(1986) POSITION- 35 55 46.     (N) 092 05 49.     (W)   SCALED
 FG0062* NAVD 88 ORTHO HEIGHT -   101.635 (meters)      333.45  (feet) ADJUSTED
 FG0062  ______________________________________________________________________
 FG0062  GEOID HEIGHT    -        -27.811 (meters)                     GEOID18
 FG0062  DYNAMIC HEIGHT  -        101.546 (meters)      333.16  (feet) COMP
 FG0062  MODELED GRAVITY -    979,756.0   (mgal)                       NAVD 88
 FG0062
 FG0062  VERT ORDER      -  SECOND    CLASS 0
 FG0062
 FG0062.The horizontal coordinates were scaled from a map and have
 FG0062.an estimated accuracy of +/- 6 seconds.
 FG0062
 FG0062.The orthometric height was determined by differential leveling and
 FG0062.adjusted by the NATIONAL GEODETIC SURVEY
 FG0062.in June 1991.
 FG0062
 FG0062.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0062.GEOID18 height accuracy estimate available here.
 FG0062
 FG0062.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV814764(NAD 83)
 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
 FG0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0062.See file dsdata.pdf to determine how the superseded data were derived.
 FG0062
 FG0062_MARKER: DB = BENCH MARK DISK
 FG0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0062_STAMPING: B 28 1943
 FG0062_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1606 ***********************************************************************
 EJ1606  DESIGNATION -  B 287
 EJ1606  PID         -  EJ1606
 EJ1606  STATE/COUNTY-  AR/PULASKI
 EJ1606  COUNTRY     -  US
 EJ1606  USGS QUAD   -  SWEET HOME (2017)
 EJ1606
 EJ1606                         *CURRENT SURVEY CONTROL
 EJ1606  ______________________________________________________________________
 EJ1606* NAD 83(1986) POSITION- 34 44 02.7    (N) 092 14 49.6    (W)   HD_HELD2
 EJ1606* NAVD 88 ORTHO HEIGHT -    77.392 (meters)      253.91  (feet) ADJUSTED
 EJ1606  ______________________________________________________________________
 EJ1606  GEOID HEIGHT    -        -26.625 (meters)                     GEOID18
 EJ1606  DYNAMIC HEIGHT  -         77.320 (meters)      253.67  (feet) COMP
 EJ1606  MODELED GRAVITY -    979,708.0   (mgal)                       NAVD 88
 EJ1606
 EJ1606  VERT ORDER      -  FIRST     CLASS II
 EJ1606
 EJ1606.The horizontal coordinates were established by autonomous hand held GPS
 EJ1606.observations and have an estimated accuracy of +/- 10 meters.
 EJ1606
 EJ1606.The orthometric height was determined by differential leveling and
 EJ1606.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1606.in June 1991.
 EJ1606
 EJ1606.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1606.GEOID18 height accuracy estimate available here.
 EJ1606
 EJ1606.Click photographs - Photos may exist for this station.
 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     -   629,337.      377,369.      MT  (+/- 10 meters HH2 GPS)
 EJ1606
 EJ1606_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6892443812(NAD 83)
 EJ1606
 EJ1606                          SUPERSEDED SURVEY CONTROL
 EJ1606
 EJ1606.No superseded survey control is available for this station.
 EJ1606
 EJ1606_MARKER: I = METAL ROD
 EJ1606_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 SUITABLE FOR
 EJ1606+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2008
 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  HISTORY     - 20080214 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 DEPARTMENT OF TRANSPORTATION 2006 (TPS)
 EJ1606'RECOVERED IN GOOD CONDITION.
 EJ1606
 EJ1606                          STATION RECOVERY (2008)
 EJ1606
 EJ1606'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2008 (VJB)
 EJ1606'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1639 ***********************************************************************
 EJ1639  DESIGNATION -  B 288
 EJ1639  PID         -  EJ1639
 EJ1639  STATE/COUNTY-  AR/JEFFERSON
 EJ1639  COUNTRY     -  US
 EJ1639  USGS QUAD   -  REDFIELD (2017)
 EJ1639
 EJ1639                         *CURRENT SURVEY CONTROL
 EJ1639  ______________________________________________________________________
 EJ1639* NAD 83(1986) POSITION- 34 23 11.     (N) 092 09 58.     (W)   SCALED
 EJ1639* NAVD 88 ORTHO HEIGHT -   104.900 (meters)      344.16  (feet) ADJUSTED
 EJ1639  ______________________________________________________________________
 EJ1639  GEOID HEIGHT    -        -26.049 (meters)                     GEOID18
 EJ1639  DYNAMIC HEIGHT  -        104.799 (meters)      343.83  (feet) COMP
 EJ1639  MODELED GRAVITY -    979,680.5   (mgal)                       NAVD 88
 EJ1639
 EJ1639  VERT ORDER      -  FIRST     CLASS II
 EJ1639
 EJ1639.The horizontal coordinates were scaled from a map and have
 EJ1639.an estimated accuracy of +/- 6 seconds.
 EJ1639
 EJ1639.The orthometric height was determined by differential leveling and
 EJ1639.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1639.in June 1991.
 EJ1639
 EJ1639.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1639.GEOID18 height accuracy estimate available here.
 EJ1639
 EJ1639.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU766053(NAD 83)
 EJ1639
 EJ1639                          SUPERSEDED SURVEY CONTROL
 EJ1639
 EJ1639.No superseded survey control is available for this station.
 EJ1639
 EJ1639_MARKER: I = METAL ROD
 EJ1639_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EJ1639+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2015
 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  HISTORY     - 20150709 GOOD             ARHD
 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.
 EJ1639
 EJ1639                          STATION RECOVERY (2015)
 EJ1639
 EJ1639'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 EJ1639'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH2578 ***********************************************************************
 EH2578  DESIGNATION -  B 289
 EH2578  PID         -  EH2578
 EH2578  STATE/COUNTY-  AR/JEFFERSON
 EH2578  COUNTRY     -  US
 EH2578  USGS QUAD   -  LADD (2017)
 EH2578
 EH2578                         *CURRENT SURVEY CONTROL
 EH2578  ______________________________________________________________________
 EH2578* NAD 83(1986) POSITION- 34 11 41.61   (N) 091 57 26.20   (W)   HD_HELD1
 EH2578* NAVD 88 ORTHO HEIGHT -    62.832 (meters)      206.14  (feet) ADJUSTED
 EH2578  ______________________________________________________________________
 EH2578  GEOID HEIGHT    -        -25.957 (meters)                     GEOID18
 EH2578  DYNAMIC HEIGHT  -         62.771 (meters)      205.94  (feet) COMP
 EH2578  MODELED GRAVITY -    979,665.5   (mgal)                       NAVD 88
 EH2578
 EH2578  VERT ORDER      -  FIRST     CLASS II
 EH2578
 EH2578.The horizontal coordinates were determined by differentially corrected
 EH2578.hand held GPS observations or other comparable positioning techniques
 EH2578.and have an estimated accuracy of +/- 3 meters.
 EH2578
 EH2578.The orthometric height was determined by differential leveling and
 EH2578.adjusted by the NATIONAL GEODETIC SURVEY
 EH2578.in June 1991.
 EH2578
 EH2578.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2578.GEOID18 height accuracy estimate available here.
 EH2578
 EH2578.Click photographs - Photos may exist for this station.
 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     -   569,500.1     403,937.5     MT  (+/- 3 meters HH1 GPS) 
 EH2578
 EH2578_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT9607484256(NAD 83)
 EH2578
 EH2578                          SUPERSEDED SURVEY CONTROL
 EH2578
 EH2578.No superseded survey control is available for this station.
 EH2578
 EH2578_MARKER: F = FLANGE-ENCASED ROD
 EH2578_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EH2578_STAMPING: B 289 1984
 EH2578_MARK LOGO: NGS
 EH2578_PROJECTION: FLUSH
 EH2578_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2578_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2578+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2015
 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  HISTORY     - 20070507 GOOD             MAEC
 EH2578  HISTORY     - 20150317 GOOD             NGS
 EH2578  HISTORY     - 20150611 GOOD             ARHD
 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.
 EH2578
 EH2578                          STATION RECOVERY (2007)
 EH2578
 EH2578'RECOVERY NOTE BY MA ENGINEERING CONSULT INC 2007 (SH)
 EH2578'RECOVERED IN GOOD CONDITION.
 EH2578
 EH2578                          STATION RECOVERY (2015)
 EH2578
 EH2578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2015 (JBW)
 EH2578'RECOVERED IN GOOD CONDITION.
 EH2578
 EH2578                          STATION RECOVERY (2015)
 EH2578
 EH2578'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 EH2578'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FH0168 ***********************************************************************
 FH0168  DESIGNATION -  B 29
 FH0168  PID         -  FH0168
 FH0168  STATE/COUNTY-  AR/CRAWFORD
 FH0168  COUNTRY     -  US
 FH0168  USGS QUAD   -  ALMA (2017)
 FH0168
 FH0168                         *CURRENT SURVEY CONTROL
 FH0168  ______________________________________________________________________
 FH0168* NAD 83(1986) POSITION- 35 29 01.     (N) 094 11 03.     (W)   SCALED
 FH0168* NAVD 88 ORTHO HEIGHT -   129.616 (meters)      425.25  (feet) ADJUSTED
 FH0168  ______________________________________________________________________
 FH0168  GEOID HEIGHT    -        -29.515 (meters)                     GEOID18
 FH0168  DYNAMIC HEIGHT  -        129.496 (meters)      424.85  (feet) COMP
 FH0168  MODELED GRAVITY -    979,702.2   (mgal)                       NAVD 88
 FH0168
 FH0168  VERT ORDER      -  FIRST     CLASS II
 FH0168
 FH0168.The horizontal coordinates were scaled from a map and have
 FH0168.an estimated accuracy of +/- 6 seconds.
 FH0168
 FH0168.The orthometric height was determined by differential leveling and
 FH0168.adjusted by the NATIONAL GEODETIC SURVEY
 FH0168.in June 1991.
 FH0168
 FH0168.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0168.GEOID18 height accuracy estimate available here.
 FH0168
 FH0168.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV925273(NAD 83)
 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
 FH0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0168.See file dsdata.pdf to determine how the superseded data were derived.
 FH0168
 FH0168_MARKER: DB = BENCH MARK DISK
 FH0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0168_STAMPING: 425.006 B 29 1932
 FH0168_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1659 ***********************************************************************
 EJ1659  DESIGNATION -  B 290
 EJ1659  PID         -  EJ1659
 EJ1659  STATE/COUNTY-  AR/PULASKI
 EJ1659  COUNTRY     -  US
 EJ1659  USGS QUAD   -  NORTH LITTLE ROCK (2017)
 EJ1659
 EJ1659                         *CURRENT SURVEY CONTROL
 EJ1659  ______________________________________________________________________
 EJ1659* NAD 83(1986) POSITION- 34 45 55.     (N) 092 16 46.     (W)   SCALED
 EJ1659* NAVD 88 ORTHO HEIGHT -    79.477 (meters)      260.75  (feet) ADJUSTED
 EJ1659  ______________________________________________________________________
 EJ1659  GEOID HEIGHT    -        -26.697 (meters)                     GEOID18
 EJ1659  DYNAMIC HEIGHT  -         79.403 (meters)      260.51  (feet) COMP
 EJ1659  MODELED GRAVITY -    979,710.4   (mgal)                       NAVD 88
 EJ1659
 EJ1659  VERT ORDER      -  FIRST     CLASS II
 EJ1659
 EJ1659.The horizontal coordinates were scaled from a map and have
 EJ1659.an estimated accuracy of +/- 6 seconds.
 EJ1659
 EJ1659.The orthometric height was determined by differential leveling and
 EJ1659.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1659.in September 2023.
 EJ1659
 EJ1659.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1659.GEOID18 height accuracy estimate available here.
 EJ1659
 EJ1659.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU659472(NAD 83)
 EJ1659
 EJ1659                          SUPERSEDED SURVEY CONTROL
 EJ1659
 EJ1659  NAVD 88 (06/15/91)   79.457  (m)          260.69   (f) SUPERSEDED  1 2
 EJ1659  NGVD 29 (06/07/95)   79.511  (m)          260.86   (f) ADJUSTED    1 2
 EJ1659
 EJ1659.Superseded values are not recommended for survey control.
 EJ1659
 EJ1659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1659.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1659
 EJ1659_MARKER: I = METAL ROD
 EJ1659_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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  HISTORY     - 20120508 MARK NOT FOUND   ARHD
 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.
 EJ1659
 EJ1659                          STATION RECOVERY (2012)
 EJ1659
 EJ1659'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (JDH)
 EJ1659'MARK NOT FOUND
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1539 ***********************************************************************
 FG1539  DESIGNATION -  B 291
 FG1539  PID         -  FG1539
 FG1539  STATE/COUNTY-  AR/FAULKNER
 FG1539  COUNTRY     -  US
 FG1539  USGS QUAD   -  CONWAY (2017)
 FG1539
 FG1539                         *CURRENT SURVEY CONTROL
 FG1539  ______________________________________________________________________
 FG1539* NAD 83(1986) POSITION- 35 04 36.30   (N) 092 26 03.76   (W)   HD_HELD1
 FG1539* NAVD 88 ORTHO HEIGHT -    91.423 (meters)      299.94  (feet) ADJUSTED
 FG1539  ______________________________________________________________________
 FG1539  GEOID HEIGHT    -        -27.917 (meters)                     GEOID18
 FG1539  DYNAMIC HEIGHT  -         91.337 (meters)      299.66  (feet) COMP
 FG1539  MODELED GRAVITY -    979,695.2   (mgal)                       NAVD 88
 FG1539
 FG1539  VERT ORDER      -  FIRST     CLASS II
 FG1539
 FG1539.The horizontal coordinates were determined by differentially corrected
 FG1539.hand held GPS observations or other comparable positioning techniques
 FG1539.and have an estimated accuracy of +/- 3 meters.
 FG1539
 FG1539.The orthometric height was determined by differential leveling and
 FG1539.adjusted by the NATIONAL GEODETIC SURVEY
 FG1539.in June 1991.
 FG1539
 FG1539.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1539.GEOID18 height accuracy estimate available here.
 FG1539
 FG1539.Click photographs - Photos may exist for this station.
 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     -    82,563.4     360,384.6     MT  (+/- 3 meters HH1 GPS) 
 FG1539
 FG1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5156681700(NAD 83)
 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
 FG1539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1539.See file dsdata.pdf to determine how the superseded data were derived.
 FG1539
 FG1539_MARKER: F = FLANGE-ENCASED ROD
 FG1539_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FG1539+WITH SETTING: INFORMATION.
 FG1539_STAMPING: B 291 1984
 FG1539_MARK LOGO: NGS
 FG1539_PROJECTION: RECESSED 2 CENTIMETERS
 FG1539_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 FG1539_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1539_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG1539+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2023
 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  HISTORY     - 20120601 GOOD             USACEL
 FG1539  HISTORY     - 20140415 GOOD             ARHD
 FG1539  HISTORY     - 20140423 GOOD             ARHD
 FG1539  HISTORY     - 20140501 GOOD             ARHD
 FG1539  HISTORY     - 20151029 GOOD             CONSOL
 FG1539  HISTORY     - 20230905 GOOD             ARHD
 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.
 FG1539
 FG1539                          STATION RECOVERY (2012)
 FG1539
 FG1539'RECOVERY NOTE BY USACE LITTLE ROCK 2012 (RJA)
 FG1539'RECOVERED IN GOOD CONDITION.
 FG1539
 FG1539                          STATION RECOVERY (2014)
 FG1539
 FG1539'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014
 FG1539'RECOVERED IN GOOD CONDITION.
 FG1539
 FG1539                          STATION RECOVERY (2014)
 FG1539
 FG1539'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (JDH)
 FG1539'RECOVERED IN GOOD CONDITION.
 FG1539
 FG1539                          STATION RECOVERY (2014)
 FG1539
 FG1539'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (TM)
 FG1539'RECOVERED IN GOOD CONDITION.
 FG1539
 FG1539                          STATION RECOVERY (2015)
 FG1539
 FG1539'RECOVERY NOTE BY CONSOLIDATED LAND SERVICE 2015
 FG1539'RECOVERED IN GOOD CONDITION.
 FG1539
 FG1539                          STATION RECOVERY (2023)
 FG1539
 FG1539'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2023 (JDH)
 FG1539'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH2598 ***********************************************************************
 EH2598  DESIGNATION -  B 292
 EH2598  PID         -  EH2598
 EH2598  STATE/COUNTY-  AR/LINCOLN
 EH2598  COUNTRY     -  US
 EH2598  USGS QUAD   -  GRADY (2017)
 EH2598
 EH2598                         *CURRENT SURVEY CONTROL
 EH2598  ______________________________________________________________________
 EH2598* NAD 83(1986) POSITION- 34 02 48.     (N) 091 38 06.     (W)   SCALED
 EH2598* NAVD 88 ORTHO HEIGHT -    53.930 (meters)      176.94  (feet) ADJUSTED
 EH2598  ______________________________________________________________________
 EH2598  GEOID HEIGHT    -        -25.971 (meters)                     GEOID18
 EH2598  DYNAMIC HEIGHT  -         53.877 (meters)      176.76  (feet) COMP
 EH2598  MODELED GRAVITY -    979,652.4   (mgal)                       NAVD 88
 EH2598
 EH2598  VERT ORDER      -  FIRST     CLASS II
 EH2598
 EH2598.The horizontal coordinates were scaled from a map and have
 EH2598.an estimated accuracy of +/- 6 seconds.
 EH2598
 EH2598.The orthometric height was determined by differential leveling and
 EH2598.adjusted by the NATIONAL GEODETIC SURVEY
 EH2598.in June 1991.
 EH2598
 EH2598.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2598.GEOID18 height accuracy estimate available here.
 EH2598
 EH2598.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT259681(NAD 83)
 EH2598
 EH2598                          SUPERSEDED SURVEY CONTROL
 EH2598
 EH2598.No superseded survey control is available for this station.
 EH2598
 EH2598_MARKER: I = METAL ROD
 EH2598_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1563 ***********************************************************************
 FG1563  DESIGNATION -  B 293
 FG1563  PID         -  FG1563
 FG1563  STATE/COUNTY-  AR/CONWAY
 FG1563  COUNTRY     -  US
 FG1563  USGS QUAD   -  MORRILTON WEST (2017)
 FG1563
 FG1563                         *CURRENT SURVEY CONTROL
 FG1563  ______________________________________________________________________
 FG1563* NAD 83(1986) POSITION- 35 11 30.15   (N) 092 47 48.03   (W)   HD_HELD1
 FG1563* NAVD 88 ORTHO HEIGHT -    94.337 (meters)      309.50  (feet) ADJUSTED
 FG1563  ______________________________________________________________________
 FG1563  GEOID HEIGHT    -        -28.685 (meters)                     GEOID18
 FG1563  DYNAMIC HEIGHT  -         94.248 (meters)      309.21  (feet) COMP
 FG1563  MODELED GRAVITY -    979,689.3   (mgal)                       NAVD 88
 FG1563
 FG1563  VERT ORDER      -  FIRST     CLASS II
 FG1563
 FG1563.The horizontal coordinates were determined by differentially corrected
 FG1563.hand held GPS observations or other comparable positioning techniques
 FG1563.and have an estimated accuracy of +/- 3 meters.
 FG1563
 FG1563.The orthometric height was determined by differential leveling and
 FG1563.adjusted by the NATIONAL GEODETIC SURVEY
 FG1563.in June 1991.
 FG1563
 FG1563.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1563.GEOID18 height accuracy estimate available here.
 FG1563
 FG1563.Click photographs - Photos may exist for this station.
 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     -    95,522.9     327,446.8     MT  (+/- 3 meters HH1 GPS) 
 FG1563
 FG1563_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU1851094322(NAD 83)
 FG1563
 FG1563                          SUPERSEDED SURVEY CONTROL
 FG1563
 FG1563.No superseded survey control is available for this station.
 FG1563
 FG1563_MARKER: DV = VERTICAL CONTROL 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 = MARCH 20, 2026 22:17:28 EDT
 FG1601 ***********************************************************************
 FG1601  DESIGNATION -  B 294
 FG1601  PID         -  FG1601
 FG1601  STATE/COUNTY-  AR/POPE
 FG1601  COUNTRY     -  US
 FG1601  USGS QUAD   -  DELAWARE (2017)
 FG1601
 FG1601                         *CURRENT SURVEY CONTROL
 FG1601  ______________________________________________________________________
 FG1601* NAD 83(1986) POSITION- 35 19 54.     (N) 093 17 11.     (W)   SCALED
 FG1601* NAVD 88 ORTHO HEIGHT -   117.682 (meters)      386.10  (feet) ADJUSTED
 FG1601  ______________________________________________________________________
 FG1601  GEOID HEIGHT    -        -29.306 (meters)                     GEOID18
 FG1601  DYNAMIC HEIGHT  -        117.571 (meters)      385.73  (feet) COMP
 FG1601  MODELED GRAVITY -    979,688.3   (mgal)                       NAVD 88
 FG1601
 FG1601  VERT ORDER      -  FIRST     CLASS II
 FG1601
 FG1601.The horizontal coordinates were scaled from a map and have
 FG1601.an estimated accuracy of +/- 6 seconds.
 FG1601
 FG1601.The orthometric height was determined by differential leveling and
 FG1601.adjusted by the NATIONAL GEODETIC SURVEY
 FG1601.in June 1991.
 FG1601
 FG1601.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1601.GEOID18 height accuracy estimate available here.
 FG1601
 FG1601.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV739098(NAD 83)
 FG1601
 FG1601                          SUPERSEDED SURVEY CONTROL
 FG1601
 FG1601.No superseded survey control is available for this station.
 FG1601
 FG1601_MARKER: F = FLANGE-ENCASED ROD
 FG1601_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FG1601+WITH SETTING: INFORMATION.
 FG1601_STAMPING: B 294 1984
 FG1601_MARK LOGO: NGS
 FG1601_PROJECTION: FLUSH
 FG1601_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG1601_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FG1601+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2023
 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  HISTORY     - 20150311 GOOD             ARHD
 FG1601  HISTORY     - 20230109 GOOD             ARHD
 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.
 FG1601
 FG1601                          STATION RECOVERY (2015)
 FG1601
 FG1601'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (WDA)
 FG1601'RECOVERED IN GOOD CONDITION.
 FG1601
 FG1601                          STATION RECOVERY (2023)
 FG1601
 FG1601'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2023 (JH)
 FG1601'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FH0803 ***********************************************************************
 FH0803  DESIGNATION -  B 295
 FH0803  PID         -  FH0803
 FH0803  STATE/COUNTY-  AR/SEBASTIAN
 FH0803  COUNTRY     -  US
 FH0803  USGS QUAD   -  FORT SMITH (2017)
 FH0803
 FH0803                         *CURRENT SURVEY CONTROL
 FH0803  ______________________________________________________________________
 FH0803* NAD 83(1986) POSITION- 35 22 55.4    (N) 094 25 01.9    (W)   HD_HELD2
 FH0803* NAVD 88 ORTHO HEIGHT -   142.810 (meters)      468.54  (feet) ADJUSTED
 FH0803  ______________________________________________________________________
 FH0803  GEOID HEIGHT    -        -30.127 (meters)                     GEOID18
 FH0803  DYNAMIC HEIGHT  -        142.675 (meters)      468.09  (feet) COMP
 FH0803  MODELED GRAVITY -    979,692.3   (mgal)                       NAVD 88
 FH0803
 FH0803  VERT ORDER      -  FIRST     CLASS II
 FH0803
 FH0803.The horizontal coordinates were established by autonomous hand held GPS
 FH0803.observations and have an estimated accuracy of +/- 10 meters.
 FH0803
 FH0803.The orthometric height was determined by differential leveling and
 FH0803.adjusted by the NATIONAL GEODETIC SURVEY
 FH0803.in June 1991.
 FH0803
 FH0803.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0803.GEOID18 height accuracy estimate available here.
 FH0803
 FH0803.Click photographs - Photos may exist for this station.
 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     -   119,042.      180,404.      MT  (+/- 10 meters HH2 GPS)
 FH0803
 FH0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV7127816334(NAD 83)
 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
 FH0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0803.See file dsdata.pdf to determine how the superseded data were derived.
 FH0803
 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 - May 28, 2016
 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  HISTORY     - 20160528 GOOD             GEOCAC
 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.
 FH0803
 FH0803                          STATION RECOVERY (2016)
 FH0803
 FH0803'RECOVERY NOTE BY GEOCACHING 2016 (WTL)
 FH0803'THIS STATION IS LOCATED IN A ROW OF WHITE STONE ON THE SOUTHWEST FACE
 FH0803'
 FH0803'OF THE BUILDING IN THE REAR OF THE EASTERN FLOWERBED ALONG THE FRONT
 FH0803'
 FH0803'OF THE BUILDING APPROXIMATELY 1.5 FEET FROM THE ANGLE FORMED BY THE
 FH0803'SOUTHWEST FACE AND THE EAST WING OF THE BUILDING.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1629 ***********************************************************************
 FG1629  DESIGNATION -  B 296
 FG1629  PID         -  FG1629
 FG1629  STATE/COUNTY-  AR/JOHNSON
 FG1629  COUNTRY     -  US
 FG1629  USGS QUAD   -  HARTMAN (2017)
 FG1629
 FG1629                         *CURRENT SURVEY CONTROL
 FG1629  ______________________________________________________________________
 FG1629* NAD 83(1986) POSITION- 35 26 05.7    (N) 093 35 50.4    (W)   HD_HELD2
 FG1629* NAVD 88 ORTHO HEIGHT -   110.528 (meters)      362.62  (feet) ADJUSTED
 FG1629  ______________________________________________________________________
 FG1629  GEOID HEIGHT    -        -29.320 (meters)                     GEOID18
 FG1629  DYNAMIC HEIGHT  -        110.425 (meters)      362.29  (feet) COMP
 FG1629  MODELED GRAVITY -    979,707.1   (mgal)                       NAVD 88
 FG1629
 FG1629  VERT ORDER      -  FIRST     CLASS II
 FG1629
 FG1629.The horizontal coordinates were established by autonomous hand held GPS
 FG1629.observations and have an estimated accuracy of +/- 10 meters.
 FG1629
 FG1629.The orthometric height was determined by differential leveling and
 FG1629.adjusted by the NATIONAL GEODETIC SURVEY
 FG1629.in June 1991.
 FG1629
 FG1629.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1629.GEOID18 height accuracy estimate available here.
 FG1629
 FG1629.Click photographs - Photos may exist for this station.
 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     -   123,387.      254,973.      MT  (+/- 10 meters HH2 GPS)
 FG1629
 FG1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV4578121439(NAD 83)
 FG1629
 FG1629                          SUPERSEDED SURVEY CONTROL
 FG1629
 FG1629.No superseded survey control is available for this station.
 FG1629
 FG1629_MARKER: DV = VERTICAL CONTROL 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG1629+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2015
 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  HISTORY     - 20070427 GOOD             PB
 FG1629  HISTORY     - 20090305 GOOD             ARHD
 FG1629  HISTORY     - 20151007 GOOD             CONSOL
 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.
 FG1629
 FG1629                          STATION RECOVERY (2007)
 FG1629
 FG1629'RECOVERY NOTE BY PBS&J 2007
 FG1629'RECOVERED AS DESCRIBED
 FG1629
 FG1629                          STATION RECOVERY (2009)
 FG1629
 FG1629'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2009 (WDA)
 FG1629'RECOVERED IN GOOD CONDITION.
 FG1629
 FG1629                          STATION RECOVERY (2015)
 FG1629
 FG1629'RECOVERY NOTE BY CONSOLIDATED LAND SERVICE 2015
 FG1629'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FH0784 ***********************************************************************
 FH0784  DESIGNATION -  B 297
 FH0784  PID         -  FH0784
 FH0784  STATE/COUNTY-  AR/SEBASTIAN
 FH0784  COUNTRY     -  US
 FH0784  USGS QUAD   -  LAVACA (2017)
 FH0784
 FH0784                         *CURRENT SURVEY CONTROL
 FH0784  ______________________________________________________________________
 FH0784* NAD 83(1986) POSITION- 35 20 02.     (N) 094 07 30.     (W)   SCALED
 FH0784* NAVD 88 ORTHO HEIGHT -   131.543 (meters)      431.57  (feet) ADJUSTED
 FH0784  ______________________________________________________________________
 FH0784  GEOID HEIGHT    -        -29.942 (meters)                     GEOID18
 FH0784  DYNAMIC HEIGHT  -        131.420 (meters)      431.17  (feet) COMP
 FH0784  MODELED GRAVITY -    979,696.4   (mgal)                       NAVD 88
 FH0784
 FH0784  VERT ORDER      -  FIRST     CLASS II
 FH0784
 FH0784.The horizontal coordinates were scaled from a map and have
 FH0784.an estimated accuracy of +/- 6 seconds.
 FH0784
 FH0784.The orthometric height was determined by differential leveling and
 FH0784.adjusted by the NATIONAL GEODETIC SURVEY
 FH0784.in June 1991.
 FH0784
 FH0784.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0784.GEOID18 height accuracy estimate available here.
 FH0784
 FH0784.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV977106(NAD 83)
 FH0784
 FH0784                          SUPERSEDED SURVEY CONTROL
 FH0784
 FH0784.No superseded survey control is available for this station.
 FH0784
 FH0784_MARKER: I = METAL ROD
 FH0784_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH0784+WITH SETTING: INFORMATION.
 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 = MARCH 20, 2026 22:17:28 EDT
 FH0807 ***********************************************************************
 FH0807  DESIGNATION -  B 298
 FH0807  PID         -  FH0807
 FH0807  STATE/COUNTY-  AR/SEBASTIAN
 FH0807  COUNTRY     -  US
 FH0807  USGS QUAD   -  FORT SMITH (2017)
 FH0807
 FH0807                         *CURRENT SURVEY CONTROL
 FH0807  ______________________________________________________________________
 FH0807* NAD 83(1986) POSITION- 35 22 33.     (N) 094 25 16.     (W)   SCALED
 FH0807* NAVD 88 ORTHO HEIGHT -   136.677 (meters)      448.41  (feet) ADJUSTED
 FH0807  ______________________________________________________________________
 FH0807  GEOID HEIGHT    -        -30.153 (meters)                     GEOID18
 FH0807  DYNAMIC HEIGHT  -        136.549 (meters)      447.99  (feet) COMP
 FH0807  MODELED GRAVITY -    979,691.5   (mgal)                       NAVD 88
 FH0807
 FH0807  VERT ORDER      -  FIRST     CLASS II
 FH0807
 FH0807.The horizontal coordinates were scaled from a map and have
 FH0807.an estimated accuracy of +/- 6 seconds.
 FH0807
 FH0807.The orthometric height was determined by differential leveling and
 FH0807.adjusted by the NATIONAL GEODETIC SURVEY
 FH0807.in June 1991.
 FH0807
 FH0807.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0807.GEOID18 height accuracy estimate available here.
 FH0807
 FH0807.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV709156(NAD 83)
 FH0807
 FH0807                          SUPERSEDED SURVEY CONTROL
 FH0807
 FH0807.No superseded survey control is available for this station.
 FH0807
 FH0807_MARKER: I = METAL ROD
 FH0807_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 FH0831 ***********************************************************************
 FH0831  DESIGNATION -  B 299
 FH0831  PID         -  FH0831
 FH0831  STATE/COUNTY-  AR/SEBASTIAN
 FH0831  COUNTRY     -  US
 FH0831  USGS QUAD   -  HUNTINGTON (2017)
 FH0831
 FH0831                         *CURRENT SURVEY CONTROL
 FH0831  ______________________________________________________________________
 FH0831* NAD 83(1986) POSITION- 35 05 27.     (N) 094 15 45.     (W)   SCALED
 FH0831* NAVD 88 ORTHO HEIGHT -   184.592 (meters)      605.62  (feet) ADJUSTED
 FH0831  ______________________________________________________________________
 FH0831  GEOID HEIGHT    -        -30.779 (meters)                     GEOID18
 FH0831  DYNAMIC HEIGHT  -        184.407 (meters)      605.01  (feet) COMP
 FH0831  MODELED GRAVITY -    979,627.7   (mgal)                       NAVD 88
 FH0831
 FH0831  VERT ORDER      -  FIRST     CLASS II
 FH0831
 FH0831.The horizontal coordinates were scaled from a map and have
 FH0831.an estimated accuracy of +/- 6 seconds.
 FH0831
 FH0831.The orthometric height was determined by differential leveling and
 FH0831.adjusted by the NATIONAL GEODETIC SURVEY
 FH0831.in June 1991.
 FH0831
 FH0831.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0831.GEOID18 height accuracy estimate available here.
 FH0831
 FH0831.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU849838(NAD 83)
 FH0831
 FH0831                          SUPERSEDED SURVEY CONTROL
 FH0831
 FH0831.No superseded survey control is available for this station.
 FH0831
 FH0831_MARKER: I = METAL ROD
 FH0831_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH0831+WITH SETTING: INFORMATION.
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1566 ***********************************************************************
 FF1566  DESIGNATION -  B 3
 FF1566  PID         -  FF1566
 FF1566  STATE/COUNTY-  AR/INDEPENDENCE
 FF1566  COUNTRY     -  US
 FF1566  USGS QUAD   -  JAMESTOWN (2017)
 FF1566
 FF1566                         *CURRENT SURVEY CONTROL
 FF1566  ______________________________________________________________________
 FF1566* NAD 83(1986) POSITION- 35 44 21.     (N) 091 38 19.     (W)   SCALED
 FF1566* NAVD 88 ORTHO HEIGHT -   142.808 (meters)      468.53  (feet) ADJUSTED
 FF1566  ______________________________________________________________________
 FF1566  GEOID HEIGHT    -        -27.542 (meters)                     GEOID18
 FF1566  DYNAMIC HEIGHT  -        142.685 (meters)      468.13  (feet) COMP
 FF1566  MODELED GRAVITY -    979,769.8   (mgal)                       NAVD 88
 FF1566
 FF1566  VERT ORDER      -  SECOND    CLASS 0
 FF1566
 FF1566.The horizontal coordinates were scaled from a map and have
 FF1566.an estimated accuracy of +/- 6 seconds.
 FF1566
 FF1566.The orthometric height was determined by differential leveling and
 FF1566.adjusted by the NATIONAL GEODETIC SURVEY
 FF1566.in June 1991.
 FF1566
 FF1566.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1566.GEOID18 height accuracy estimate available here.
 FF1566
 FF1566.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV231558(NAD 83)
 FF1566
 FF1566                          SUPERSEDED SURVEY CONTROL
 FF1566
 FF1566  NGVD 29 (11/26/84)  142.732  (m)          468.28   (f) ADJUSTED    2 0
 FF1566
 FF1566.Superseded values are not recommended for survey control.
 FF1566
 FF1566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1566.See file dsdata.pdf to determine how the superseded data were derived.
 FF1566
 FF1566_MARKER: DD = SURVEY DISK
 FF1566_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF1566_STAMPING: B 3 1934
 FF1566_MARK LOGO: CGS+SS
 FF1566_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0990 ***********************************************************************
 FG0990  DESIGNATION -  B 30
 FG0990  PID         -  FG0990
 FG0990  STATE/COUNTY-  AR/JOHNSON
 FG0990  COUNTRY     -  US
 FG0990  USGS QUAD   -  HARTMAN (2017)
 FG0990
 FG0990                         *CURRENT SURVEY CONTROL
 FG0990  ______________________________________________________________________
 FG0990* NAD 83(1986) POSITION- 35 25 32.     (N) 093 31 33.     (W)   SCALED
 FG0990* NAVD 88 ORTHO HEIGHT -   117.867 (meters)      386.70  (feet) ADJUSTED
 FG0990  ______________________________________________________________________
 FG0990  GEOID HEIGHT    -        -29.306 (meters)                     GEOID18
 FG0990  DYNAMIC HEIGHT  -        117.758 (meters)      386.34  (feet) COMP
 FG0990  MODELED GRAVITY -    979,708.5   (mgal)                       NAVD 88
 FG0990
 FG0990  VERT ORDER      -  FIRST     CLASS II
 FG0990
 FG0990.The horizontal coordinates were scaled from a map and have
 FG0990.an estimated accuracy of +/- 6 seconds.
 FG0990
 FG0990.The orthometric height was determined by differential leveling and
 FG0990.adjusted by the NATIONAL GEODETIC SURVEY
 FG0990.in June 1991.
 FG0990
 FG0990.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0990.GEOID18 height accuracy estimate available here.
 FG0990
 FG0990.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV522203(NAD 83)
 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
 FG0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0990.See file dsdata.pdf to determine how the superseded data were derived.
 FG0990
 FG0990_MARKER: DB = BENCH MARK DISK
 FG0990_STAMPING: B 30 1932
 FG0990_MARK LOGO: CGS
 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             CGS
 FG0990  HISTORY     - 1959     MARK NOT FOUND   USGS
 FG0990  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG0990
 FG0990                          STATION DESCRIPTION
 FG0990
 FG0990'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EK0689 ***********************************************************************
 EK0689  DESIGNATION -  B 300
 EK0689  PID         -  EK0689
 EK0689  STATE/COUNTY-  AR/SCOTT
 EK0689  COUNTRY     -  US
 EK0689  USGS QUAD   -  BOLES (2017)
 EK0689
 EK0689                         *CURRENT SURVEY CONTROL
 EK0689  ______________________________________________________________________
 EK0689* NAD 83(1986) POSITION- 34 45 39.0    (N) 094 04 33.1    (W)   HD_HELD2
 EK0689* NAVD 88 ORTHO HEIGHT -   208.777 (meters)      684.96  (feet) ADJUSTED
 EK0689  ______________________________________________________________________
 EK0689  GEOID HEIGHT    -        -30.422 (meters)                     GEOID18
 EK0689  DYNAMIC HEIGHT  -        208.558 (meters)      684.24  (feet) COMP
 EK0689  MODELED GRAVITY -    979,581.5   (mgal)                       NAVD 88
 EK0689
 EK0689  VERT ORDER      -  FIRST     CLASS II
 EK0689
 EK0689.The horizontal coordinates were established by autonomous hand held GPS
 EK0689.observations and have an estimated accuracy of +/- 10 meters.
 EK0689
 EK0689.The orthometric height was determined by differential leveling and
 EK0689.adjusted by the NATIONAL GEODETIC SURVEY
 EK0689.in June 1991.
 EK0689
 EK0689.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0689.GEOID18 height accuracy estimate available here.
 EK0689
 EK0689.Click photographs - Photos may exist for this station.
 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     -    49,432.      209,955.      MT  (+/- 10 meters HH2 GPS)
 EK0689
 EK0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU0153947048(NAD 83)
 EK0689
 EK0689                          SUPERSEDED SURVEY CONTROL
 EK0689
 EK0689.No superseded survey control is available for this station.
 EK0689
 EK0689_MARKER: DV = VERTICAL CONTROL DISK
 EK0689_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EK0689_SP_SET: BRIDGE ABUTMENT
 EK0689_STAMPING: B 300 1985
 EK0689_MARK LOGO: NGS
 EK0689_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0689_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EK0689+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2018
 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  HISTORY     - 20181215 GOOD             ARHD
 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.
 EK0689
 EK0689                          STATION RECOVERY (2018)
 EK0689
 EK0689'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (MAR)
 EK0689'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EK0718 ***********************************************************************
 EK0718  DESIGNATION -  B 301
 EK0718  PID         -  EK0718
 EK0718  STATE/COUNTY-  AR/POLK
 EK0718  COUNTRY     -  US
 EK0718  USGS QUAD   -  POTTER (2017)
 EK0718
 EK0718                         *CURRENT SURVEY CONTROL
 EK0718  ______________________________________________________________________
 EK0718* NAD 83(1986) POSITION- 34 32 11.     (N) 094 19 04.     (W)   SCALED
 EK0718* NAVD 88 ORTHO HEIGHT -   301.371 (meters)      988.75  (feet) ADJUSTED
 EK0718  ______________________________________________________________________
 EK0718  GEOID HEIGHT    -        -30.189 (meters)                     GEOID18
 EK0718  DYNAMIC HEIGHT  -        301.043 (meters)      987.67  (feet) COMP
 EK0718  MODELED GRAVITY -    979,540.7   (mgal)                       NAVD 88
 EK0718
 EK0718  VERT ORDER      -  FIRST     CLASS II
 EK0718
 EK0718.The horizontal coordinates were scaled from a map and have
 EK0718.an estimated accuracy of +/- 6 seconds.
 EK0718
 EK0718.The orthometric height was determined by differential leveling and
 EK0718.adjusted by the NATIONAL GEODETIC SURVEY
 EK0718.in June 1991.
 EK0718
 EK0718.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0718.GEOID18 height accuracy estimate available here.
 EK0718
 EK0718.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU790224(NAD 83)
 EK0718
 EK0718                          SUPERSEDED SURVEY CONTROL
 EK0718
 EK0718.No superseded survey control is available for this station.
 EK0718
 EK0718_MARKER: DV = VERTICAL CONTROL DISK
 EK0718_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 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 = MARCH 20, 2026 22:17:28 EDT
 DM1064 ***********************************************************************
 DM1064  DESIGNATION -  B 303
 DM1064  PID         -  DM1064
 DM1064  STATE/COUNTY-  AR/LITTLE RIVER
 DM1064  COUNTRY     -  US
 DM1064  USGS QUAD   -  ARKINDA (2017)
 DM1064
 DM1064                         *CURRENT SURVEY CONTROL
 DM1064  ______________________________________________________________________
 DM1064* NAD 83(1986) POSITION- 33 50 19.     (N) 094 23 20.     (W)   SCALED
 DM1064* NAVD 88 ORTHO HEIGHT -   111.341 (meters)      365.29  (feet) ADJUSTED
 DM1064  ______________________________________________________________________
 DM1064  GEOID HEIGHT    -        -27.357 (meters)                     GEOID18
 DM1064  DYNAMIC HEIGHT  -        111.227 (meters)      364.92  (feet) COMP
 DM1064  MODELED GRAVITY -    979,610.2   (mgal)                       NAVD 88
 DM1064
 DM1064  VERT ORDER      -  FIRST     CLASS II
 DM1064
 DM1064.The horizontal coordinates were scaled from a map and have
 DM1064.an estimated accuracy of +/- 6 seconds.
 DM1064
 DM1064.The orthometric height was determined by differential leveling and
 DM1064.adjusted by the NATIONAL GEODETIC SURVEY
 DM1064.in June 1991.
 DM1064
 DM1064.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1064.GEOID18 height accuracy estimate available here.
 DM1064
 DM1064.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT714451(NAD 83)
 DM1064
 DM1064                          SUPERSEDED SURVEY CONTROL
 DM1064
 DM1064.No superseded survey control is available for this station.
 DM1064
 DM1064_MARKER: I = METAL ROD
 DM1064_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 DM1076 ***********************************************************************
 DM1076  DESIGNATION -  B 304
 DM1076  PID         -  DM1076
 DM1076  STATE/COUNTY-  AR/LITTLE RIVER
 DM1076  COUNTRY     -  US
 DM1076  USGS QUAD   -  FALLS CHAPEL (2017)
 DM1076
 DM1076                         *CURRENT SURVEY CONTROL
 DM1076  ______________________________________________________________________
 DM1076* NAD 83(1986) POSITION- 33 45 13.     (N) 094 11 56.     (W)   SCALED
 DM1076* NAVD 88 ORTHO HEIGHT -    96.822 (meters)      317.66  (feet) ADJUSTED
 DM1076  ______________________________________________________________________
 DM1076  GEOID HEIGHT    -        -27.156 (meters)                     GEOID18
 DM1076  DYNAMIC HEIGHT  -         96.722 (meters)      317.33  (feet) COMP
 DM1076  MODELED GRAVITY -    979,606.6   (mgal)                       NAVD 88
 DM1076
 DM1076  VERT ORDER      -  FIRST     CLASS II
 DM1076
 DM1076.The horizontal coordinates were scaled from a map and have
 DM1076.an estimated accuracy of +/- 6 seconds.
 DM1076
 DM1076.The orthometric height was determined by differential leveling and
 DM1076.adjusted by the NATIONAL GEODETIC SURVEY
 DM1076.in June 1991.
 DM1076
 DM1076.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1076.GEOID18 height accuracy estimate available here.
 DM1076
 DM1076.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT889354(NAD 83)
 DM1076
 DM1076                          SUPERSEDED SURVEY CONTROL
 DM1076
 DM1076.No superseded survey control is available for this station.
 DM1076
 DM1076_MARKER: I = METAL ROD
 DM1076_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2607 ***********************************************************************
 EH2607  DESIGNATION -  B 305
 EH2607  PID         -  EH2607
 EH2607  STATE/COUNTY-  AR/PHILLIPS
 EH2607  COUNTRY     -  US
 EH2607  USGS QUAD   -  MOON LAKE (2018)
 EH2607
 EH2607                         *CURRENT SURVEY CONTROL
 EH2607  ______________________________________________________________________
 EH2607* NAD 83(1986) POSITION- 34 29 57.     (N) 090 35 55.     (W)   SCALED
 EH2607* NAVD 88 ORTHO HEIGHT -    57.277 (meters)      187.92  (feet) ADJUSTED
 EH2607  ______________________________________________________________________
 EH2607  GEOID HEIGHT    -        -26.997 (meters)                     GEOID18
 EH2607  DYNAMIC HEIGHT  -         57.221 (meters)      187.73  (feet) COMP
 EH2607  MODELED GRAVITY -    979,665.2   (mgal)                       NAVD 88
 EH2607
 EH2607  VERT ORDER      -  FIRST     CLASS II
 EH2607
 EH2607.The horizontal coordinates were scaled from a map and have
 EH2607.an estimated accuracy of +/- 6 seconds.
 EH2607
 EH2607.The orthometric height was determined by differential leveling and
 EH2607.adjusted by the NATIONAL GEODETIC SURVEY
 EH2607.in June 1991.
 EH2607
 EH2607.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2607.GEOID18 height accuracy estimate available here.
 EH2607
 EH2607.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU204201(NAD 83)
 EH2607
 EH2607                          SUPERSEDED SURVEY CONTROL
 EH2607
 EH2607  NGVD 29 (11/26/84)   57.309  (m)          188.02   (f) ADJUSTED    1 2
 EH2607
 EH2607.Superseded values are not recommended for survey control.
 EH2607
 EH2607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2607.See file dsdata.pdf to determine how the superseded data were derived.
 EH2607
 EH2607_MARKER: I = METAL ROD
 EH2607_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1240 ***********************************************************************
 DL1240  DESIGNATION -  B 307
 DL1240  PID         -  DL1240
 DL1240  STATE/COUNTY-  AR/MILLER
 DL1240  COUNTRY     -  US
 DL1240  USGS QUAD   -  MANDEVILLE (2017)
 DL1240
 DL1240                         *CURRENT SURVEY CONTROL
 DL1240  ______________________________________________________________________
 DL1240* NAD 83(2011) POSITION- 33 25 48.43612(N) 093 59 17.39684(W)   NO CHECK
 DL1240* NAD 83(2011) ELLIP HT-    86.905 (meters)        (06/27/12)   NO CHECK
 DL1240* NAD 83(2011) EPOCH   -  2010.00
 DL1240* NAVD 88 ORTHO HEIGHT -   113.805 (meters)      373.38  (feet) ADJUSTED
 DL1240  ______________________________________________________________________
 DL1240  GEOID HEIGHT    -        -26.902 (meters)                     GEOID18
 DL1240  NAD 83(2011) X  -   -370,593.616 (meters)                     COMP
 DL1240  NAD 83(2011) Y  - -5,315,512.830 (meters)                     COMP
 DL1240  NAD 83(2011) Z  -  3,493,916.563 (meters)                     COMP
 DL1240  LAPLACE CORR    -          0.35  (seconds)                    DEFLEC18
 DL1240  DYNAMIC HEIGHT  -        113.683 (meters)      372.98  (feet) COMP
 DL1240  MODELED GRAVITY -    979,571.3   (mgal)                       NAVD 88
 DL1240
 DL1240  VERT ORDER      -  FIRST     CLASS II
 DL1240
 DL1240  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL1240  Standards:
 DL1240         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL1240            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL1240  -------------------------------------------------------------------
 DL1240  NETWORK    1.32   4.80           0.63   0.37   2.45     -0.30512102
 DL1240  -------------------------------------------------------------------
 DL1240  Click here for local accuracies and other accuracy information.
 DL1240
 DL1240.The horizontal coordinates were established by GPS observations
 DL1240.and adjusted by the National Geodetic Survey in June 2012.
 DL1240
 DL1240.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL1240.been affixed to the stable North American tectonic plate. See 
 DL1240.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL1240
 DL1240.The horizontal coordinates are valid at the epoch date displayed above
 DL1240.which is a decimal equivalence of Year/Month/Day.
 DL1240
 DL1240.No horizontal observational check was made to the station.
 DL1240
 DL1240.The orthometric height was determined by differential leveling and
 DL1240.adjusted by the NATIONAL GEODETIC SURVEY
 DL1240.in June 1991.
 DL1240
 DL1240.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1240.GEOID18 height accuracy estimate available here.
 DL1240
 DL1240.Click photographs - Photos may exist for this station.
 DL1240
 DL1240.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL1240
 DL1240.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1240
 DL1240.The ellipsoidal height was determined by GPS observations
 DL1240.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 DL1240
 DL1240;                    North         East     Units Scale Factor Converg.
 DL1240;SPC AR S     -   486,472.646   215,122.762   MT  0.99997370   -1 06 45.9
 DL1240;SPC AR S     - 1,596,035.67    705,781.93   sFT  0.99997370   -1 06 45.9
 DL1240;UTM  15      - 3,699,408.305   408,138.366   MT  0.99970404   -0 32 40.0
 DL1240
 DL1240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1240!SPC AR S     -   0.99998636  x   0.99997370  =   0.99996006
 DL1240!UTM  15      -   0.99998636  x   0.99970404  =   0.99969040
 DL1240
 DL1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS0813899408(NAD 83)
 DL1240
 DL1240                          SUPERSEDED SURVEY CONTROL
 DL1240
 DL1240  NAD 83(2007)-  33 25 48.43621(N)    093 59 17.39767(W) AD(2002.00) 0
 DL1240  ELLIP H (02/10/07)   86.926  (m)                       GP(2002.00)    
 DL1240  ELLIP H (12/12/01)   86.950  (m)                       GP(       ) 3 1
 DL1240  NAD 83(1997)-  33 25 48.43579(N)    093 59 17.39775(W) AD(       ) 1
 DL1240  ELLIP H (02/28/00)   86.953  (m)                       GP(       ) 3 1
 DL1240  NAVD 88             113.81   (m)          373.4    (f) LEVELING    3  
 DL1240
 DL1240.Superseded values are not recommended for survey control.
 DL1240
 DL1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1240.See file dsdata.pdf to determine how the superseded data were derived.
 DL1240
 DL1240_MARKER: I = METAL ROD
 DL1240_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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  HISTORY     - 20250402 MARK NOT FOUND   ARHD
 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.
 DL1240
 DL1240                          STATION RECOVERY (2025)
 DL1240
 DL1240'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2025 (JH)
 DL1240'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DM1097 ***********************************************************************
 DM1097  DESIGNATION -  B 308
 DM1097  PID         -  DM1097
 DM1097  STATE/COUNTY-  AR/LITTLE RIVER
 DM1097  COUNTRY     -  US
 DM1097  USGS QUAD   -  ARDEN (2017)
 DM1097
 DM1097                         *CURRENT SURVEY CONTROL
 DM1097  ______________________________________________________________________
 DM1097* NAD 83(1986) POSITION- 33 40 16.     (N) 094 19 57.     (W)   SCALED
 DM1097* NAVD 88 ORTHO HEIGHT -   102.764 (meters)      337.15  (feet) ADJUSTED
 DM1097  ______________________________________________________________________
 DM1097  GEOID HEIGHT    -        -27.049 (meters)                     GEOID18
 DM1097  DYNAMIC HEIGHT  -        102.657 (meters)      336.80  (feet) COMP
 DM1097  MODELED GRAVITY -    979,596.3   (mgal)                       NAVD 88
 DM1097
 DM1097  VERT ORDER      -  FIRST     CLASS II
 DM1097
 DM1097.The horizontal coordinates were scaled from a map and have
 DM1097.an estimated accuracy of +/- 6 seconds.
 DM1097
 DM1097.The orthometric height was determined by differential leveling and
 DM1097.adjusted by the NATIONAL GEODETIC SURVEY
 DM1097.in June 1991.
 DM1097
 DM1097.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1097.GEOID18 height accuracy estimate available here.
 DM1097
 DM1097.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT764264(NAD 83)
 DM1097
 DM1097                          SUPERSEDED SURVEY CONTROL
 DM1097
 DM1097.No superseded survey control is available for this station.
 DM1097
 DM1097_MARKER: I = METAL ROD
 DM1097_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 GG0908 ***********************************************************************
 GG0908  DESIGNATION -  B 309
 GG0908  PID         -  GG0908
 GG0908  STATE/COUNTY-  AR/WASHINGTON
 GG0908  COUNTRY     -  US
 GG0908  USGS QUAD   -  SPRINGDALE (2017)
 GG0908
 GG0908                         *CURRENT SURVEY CONTROL
 GG0908  ______________________________________________________________________
 GG0908* NAD 83(1986) POSITION- 36 09 27.86   (N) 094 08 36.60   (W)   HD_HELD1
 GG0908* NAVD 88 ORTHO HEIGHT -   399.722 (meters)     1311.42  (feet) ADJUSTED
 GG0908  ______________________________________________________________________
 GG0908  GEOID HEIGHT    -        -28.072 (meters)                     GEOID18
 GG0908  DYNAMIC HEIGHT  -        399.366 (meters)     1310.25  (feet) COMP
 GG0908  MODELED GRAVITY -    979,728.9   (mgal)                       NAVD 88
 GG0908
 GG0908  VERT ORDER      -  FIRST     CLASS II
 GG0908
 GG0908.The horizontal coordinates were determined by differentially corrected
 GG0908.hand held GPS observations or other comparable positioning techniques
 GG0908.and have an estimated accuracy of +/- 3 meters.
 GG0908
 GG0908.The orthometric height was determined by differential leveling and
 GG0908.adjusted by the NATIONAL GEODETIC SURVEY
 GG0908.in June 1991.
 GG0908
 GG0908.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0908.GEOID18 height accuracy estimate available here.
 GG0908
 GG0908.Click photographs - Photos may exist for this station.
 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     -   204,507.2     207,137.7     MT  (+/- 3 meters HH1 GPS) 
 GG0908
 GG0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA9714202049(NAD 83)
 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
 GG0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0908.See file dsdata.pdf to determine how the superseded data were derived.
 GG0908
 GG0908_MARKER: DV = VERTICAL CONTROL DISK
 GG0908_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GG0908_SP_SET: BRIDGE 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 - January 31, 2013
 GG0908
 GG0908  HISTORY     - Date     Condition        Report By
 GG0908  HISTORY     - 1989     MONUMENTED       NGS
 GG0908  HISTORY     - 20050226 GOOD             AANDKS
 GG0908  HISTORY     - 20130131 GOOD             ARHD
 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.
 GG0908
 GG0908                          STATION RECOVERY (2013)
 GG0908
 GG0908'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (JDH)
 GG0908'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1632 ***********************************************************************
 FF1632  DESIGNATION -  B 31
 FF1632  PID         -  FF1632
 FF1632  STATE/COUNTY-  AR/INDEPENDENCE
 FF1632  COUNTRY     -  US
 FF1632  USGS QUAD   -  SULPHUR ROCK (2017)
 FF1632
 FF1632                         *CURRENT SURVEY CONTROL
 FF1632  ______________________________________________________________________
 FF1632* NAD 83(1986) POSITION- 35 46 51.     (N) 091 37 17.     (W)   SCALED
 FF1632* NAVD 88 ORTHO HEIGHT -    87.320 (meters)      286.48  (feet) ADJUSTED
 FF1632  ______________________________________________________________________
 FF1632  GEOID HEIGHT    -        -27.616 (meters)                     GEOID18
 FF1632  DYNAMIC HEIGHT  -         87.245 (meters)      286.24  (feet) COMP
 FF1632  MODELED GRAVITY -    979,773.8   (mgal)                       NAVD 88
 FF1632
 FF1632  VERT ORDER      -  SECOND    CLASS 0
 FF1632
 FF1632.The horizontal coordinates were scaled from a map and have
 FF1632.an estimated accuracy of +/- 6 seconds.
 FF1632
 FF1632.The orthometric height was determined by differential leveling and
 FF1632.adjusted by the NATIONAL GEODETIC SURVEY
 FF1632.in June 1991.
 FF1632
 FF1632.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1632.GEOID18 height accuracy estimate available here.
 FF1632
 FF1632.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV245605(NAD 83)
 FF1632
 FF1632                          SUPERSEDED SURVEY CONTROL
 FF1632
 FF1632  NGVD 29 (11/26/84)   87.246  (m)          286.24   (f) ADJUSTED    2 0
 FF1632
 FF1632.Superseded values are not recommended for survey control.
 FF1632
 FF1632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1632.See file dsdata.pdf to determine how the superseded data were derived.
 FF1632
 FF1632_MARKER: DD = SURVEY DISK
 FF1632_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF1632_STAMPING: B 31 1934 286.240
 FF1632_MARK LOGO: CGS+SS
 FF1632_PROJECTION: PROJECTING 18 CENTIMETERS
 FF1632_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1250 ***********************************************************************
 DL1250  DESIGNATION -  B 310
 DL1250  PID         -  DL1250
 DL1250  STATE/COUNTY-  AR/MILLER
 DL1250  COUNTRY     -  US
 DL1250  USGS QUAD   -  FOUKE NE (2017)
 DL1250
 DL1250                         *CURRENT SURVEY CONTROL
 DL1250  ______________________________________________________________________
 DL1250* NAD 83(1986) POSITION- 33 24 40.     (N) 093 45 26.     (W)   SCALED
 DL1250* NAVD 88 ORTHO HEIGHT -    69.950 (meters)      229.49  (feet) ADJUSTED
 DL1250  ______________________________________________________________________
 DL1250  GEOID HEIGHT    -        -26.874 (meters)                     GEOID18
 DL1250  DYNAMIC HEIGHT  -         69.875 (meters)      229.25  (feet) COMP
 DL1250  MODELED GRAVITY -    979,571.3   (mgal)                       NAVD 88
 DL1250
 DL1250  VERT ORDER      -  FIRST     CLASS II
 DL1250
 DL1250.The horizontal coordinates were scaled from a map and have
 DL1250.an estimated accuracy of +/- 6 seconds.
 DL1250
 DL1250.The orthometric height was determined by differential leveling and
 DL1250.adjusted by the NATIONAL GEODETIC SURVEY
 DL1250.in June 1991.
 DL1250
 DL1250.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1250.GEOID18 height accuracy estimate available here.
 DL1250
 DL1250.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS295971(NAD 83)
 DL1250
 DL1250                          SUPERSEDED SURVEY CONTROL
 DL1250
 DL1250.No superseded survey control is available for this station.
 DL1250
 DL1250_MARKER: I = METAL ROD
 DL1250_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DL1250_STAMPING: B 310 1985
 DL1250_MARK LOGO: NGS
 DL1250_PROJECTION: FLUSH
 DL1250_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1250_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1250+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2015
 DL1250_ROD/PIPE-DEPTH: 19.5 meters
 DL1250
 DL1250  HISTORY     - Date     Condition        Report By
 DL1250  HISTORY     - 1985     MONUMENTED       NGS
 DL1250  HISTORY     - 20150121 GOOD             ARHD
 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.
 DL1250
 DL1250                          STATION RECOVERY (2015)
 DL1250
 DL1250'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (WDA)
 DL1250'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FH1197 ***********************************************************************
 FH1197  DESIGNATION -  B 311
 FH1197  PID         -  FH1197
 FH1197  STATE/COUNTY-  AR/SEBASTIAN
 FH1197  COUNTRY     -  US
 FH1197  USGS QUAD   -  FORT SMITH (2017)
 FH1197
 FH1197                         *CURRENT SURVEY CONTROL
 FH1197  ______________________________________________________________________
 FH1197* NAD 83(1986) POSITION- 35 24 05.06   (N) 094 24 51.48   (W)   HD_HELD1
 FH1197* NAVD 88 ORTHO HEIGHT -   126.544 (meters)      415.17  (feet) ADJUSTED
 FH1197  ______________________________________________________________________
 FH1197  GEOID HEIGHT    -        -30.052 (meters)                     GEOID18
 FH1197  DYNAMIC HEIGHT  -        126.426 (meters)      414.78  (feet) COMP
 FH1197  MODELED GRAVITY -    979,694.0   (mgal)                       NAVD 88
 FH1197
 FH1197  VERT ORDER      -  FIRST     CLASS II
 FH1197
 FH1197.The horizontal coordinates were determined by differentially corrected
 FH1197.hand held GPS observations or other comparable positioning techniques
 FH1197.and have an estimated accuracy of +/- 3 meters.
 FH1197
 FH1197.The orthometric height was determined by differential leveling and
 FH1197.adjusted by the NATIONAL GEODETIC SURVEY
 FH1197.in June 1991.
 FH1197
 FH1197.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1197.GEOID18 height accuracy estimate available here.
 FH1197
 FH1197.Click photographs - Photos may exist for this station.
 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     -   121,181.8     180,719.6     MT  (+/- 3 meters HH1 GPS) 
 FH1197
 FH1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV7157118477(NAD 83)
 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
 FH1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1197.See file dsdata.pdf to determine how the superseded data were derived.
 FH1197
 FH1197_MARKER: DV = VERTICAL CONTROL DISK
 FH1197_SETTING: 66 = SET IN ROCK OUTCROP
 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 - April 27, 2007
 FH1197
 FH1197  HISTORY     - Date     Condition        Report By
 FH1197  HISTORY     - 1989     MONUMENTED       NGS
 FH1197  HISTORY     - 20070427 GOOD             PB
 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.
 FH1197
 FH1197                          STATION RECOVERY (2007)
 FH1197
 FH1197'RECOVERY NOTE BY PBS&J 2007
 FH1197'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FH1219 ***********************************************************************
 FH1219  DESIGNATION -  B 312
 FH1219  PID         -  FH1219
 FH1219  STATE/COUNTY-  AR/CRAWFORD
 FH1219  COUNTRY     -  US
 FH1219  USGS QUAD   -  MOUNTAINBURG (2017)
 FH1219
 FH1219                         *CURRENT SURVEY CONTROL
 FH1219  ______________________________________________________________________
 FH1219* NAD 83(1986) POSITION- 35 38 29.03   (N) 094 09 59.77   (W)   HD_HELD1
 FH1219* NAVD 88 ORTHO HEIGHT -   222.964 (meters)      731.51  (feet) ADJUSTED
 FH1219  ______________________________________________________________________
 FH1219  GEOID HEIGHT    -        -28.798 (meters)                     GEOID18
 FH1219  DYNAMIC HEIGHT  -        222.758 (meters)      730.83  (feet) COMP
 FH1219  MODELED GRAVITY -    979,704.4   (mgal)                       NAVD 88
 FH1219
 FH1219  VERT ORDER      -  FIRST     CLASS II
 FH1219
 FH1219.The horizontal coordinates were determined by differentially corrected
 FH1219.hand held GPS observations or other comparable positioning techniques
 FH1219.and have an estimated accuracy of +/- 3 meters.
 FH1219
 FH1219.The orthometric height was determined by differential leveling and
 FH1219.adjusted by the NATIONAL GEODETIC SURVEY
 FH1219.in June 1991.
 FH1219
 FH1219.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1219.GEOID18 height accuracy estimate available here.
 FH1219
 FH1219.Click photographs - Photos may exist for this station.
 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     -   147,277.4     203,798.8     MT  (+/- 3 meters HH1 GPS) 
 FH1219
 FH1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9438044801(NAD 83)
 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
 FH1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1219.See file dsdata.pdf to determine how the superseded data were derived.
 FH1219
 FH1219_MARKER: I = METAL ROD
 FH1219_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 - January 29, 2015
 FH1219_ROD/PIPE-DEPTH: 3.9 meters
 FH1219
 FH1219  HISTORY     - Date     Condition        Report By
 FH1219  HISTORY     - 1989     MONUMENTED       NGS
 FH1219  HISTORY     - 20150129 GOOD             ARHD
 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.
 FH1219
 FH1219                          STATION RECOVERY (2015)
 FH1219
 FH1219'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 FH1219'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FH1244 ***********************************************************************
 FH1244  DESIGNATION -  B 313
 FH1244  PID         -  FH1244
 FH1244  STATE/COUNTY-  AR/WASHINGTON
 FH1244  COUNTRY     -  US
 FH1244  USGS QUAD   -  BRENTWOOD (2017)
 FH1244
 FH1244                         *CURRENT SURVEY CONTROL
 FH1244  ______________________________________________________________________
 FH1244* NAD 83(1986) POSITION- 35 51 36.5    (N) 094 06 25.0    (W)   HD_HELD2
 FH1244* NAVD 88 ORTHO HEIGHT -   452.241 (meters)     1483.73  (feet) ADJUSTED
 FH1244  ______________________________________________________________________
 FH1244  GEOID HEIGHT    -        -28.066 (meters)                     GEOID18
 FH1244  DYNAMIC HEIGHT  -        451.817 (meters)     1482.34  (feet) COMP
 FH1244  MODELED GRAVITY -    979,682.4   (mgal)                       NAVD 88
 FH1244
 FH1244  VERT ORDER      -  FIRST     CLASS II
 FH1244
 FH1244.The horizontal coordinates were established by autonomous hand held GPS
 FH1244.observations and have an estimated accuracy of +/- 10 meters.
 FH1244
 FH1244.The orthometric height was determined by differential leveling and
 FH1244.adjusted by the NATIONAL GEODETIC SURVEY
 FH1244.in June 1991.
 FH1244
 FH1244.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1244.GEOID18 height accuracy estimate available here.
 FH1244
 FH1244.Click photographs - Photos may exist for this station.
 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     -   171,424.      209,720.      MT  (+/- 10 meters HH2 GPS)
 FH1244
 FH1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV0005569001(NAD 83)
 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
 FH1244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1244.See file dsdata.pdf to determine how the superseded data were derived.
 FH1244
 FH1244_MARKER: I = METAL ROD
 FH1244_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH1244+WITH SETTING: INFORMATION.
 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 DEPARTMENT OF TRANSPORTATION 2003
 FH1244'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF2173 ***********************************************************************
 FF2173  DESIGNATION -  B 314
 FF2173  PID         -  FF2173
 FF2173  STATE/COUNTY-  AR/CRITTENDEN
 FF2173  COUNTRY     -  US
 FF2173  USGS QUAD   -  WEST MEMPHIS (2017)
 FF2173
 FF2173                         *CURRENT SURVEY CONTROL
 FF2173  ______________________________________________________________________
 FF2173* NAD 83(1986) POSITION- 35 13 50.99   (N) 090 12 16.89   (W)   HD_HELD1
 FF2173* NAVD 88 ORTHO HEIGHT -    68.541 (meters)      224.87  (feet) ADJUSTED
 FF2173  ______________________________________________________________________
 FF2173  GEOID HEIGHT    -        -27.339 (meters)                     GEOID18
 FF2173  DYNAMIC HEIGHT  -         68.480 (meters)      224.67  (feet) COMP
 FF2173  MODELED GRAVITY -    979,739.9   (mgal)                       NAVD 88
 FF2173
 FF2173  VERT ORDER      -  FIRST     CLASS II
 FF2173
 FF2173.The horizontal coordinates were determined by differentially corrected
 FF2173.hand held GPS observations or other comparable positioning techniques
 FF2173.and have an estimated accuracy of +/- 3 meters.
 FF2173
 FF2173.The orthometric height was determined by differential leveling and
 FF2173.adjusted by the NATIONAL GEODETIC SURVEY
 FF2173.in January 1995.
 FF2173
 FF2173.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF2173.GEOID18 height accuracy estimate available here.
 FF2173
 FF2173.Click photographs - Photos may exist for this station.
 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     -   101,059.4     563,412.4     MT  (+/- 3 meters HH1 GPS) 
 FF2173
 FF2173_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV5439202223(NAD 83)
 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
 FF2173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2173.See file dsdata.pdf to determine how the superseded data were derived.
 FF2173
 FF2173_MARKER: F = FLANGE-ENCASED ROD
 FF2173_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FF2173_STAMPING: B 314 1990
 FF2173_MARK LOGO: NGS
 FF2173_PROJECTION: FLUSH
 FF2173_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FF2173_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF2173_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF2173+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2021
 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  HISTORY     - 20210614 GOOD             ARHD
 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.
 FF2173
 FF2173                          STATION RECOVERY (2021)
 FF2173
 FF2173'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2021 (JDH)
 FF2173'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF2198 ***********************************************************************
 FF2198  DESIGNATION -  B 315
 FF2198  PID         -  FF2198
 FF2198  STATE/COUNTY-  AR/CRAIGHEAD
 FF2198  COUNTRY     -  US
 FF2198  USGS QUAD   -  JONESBORO (2017)
 FF2198
 FF2198                         *CURRENT SURVEY CONTROL
 FF2198  ______________________________________________________________________
 FF2198* NAD 83(2011) POSITION- 35 50 01.81951(N) 090 39 19.36392(W)   NO CHECK
 FF2198* NAD 83(2011) ELLIP HT-    53.722 (meters)        (06/27/12)   NO CHECK
 FF2198* NAD 83(2011) EPOCH   -  2010.00
 FF2198* NAVD 88 ORTHO HEIGHT -    81.576 (meters)      267.64  (feet) ADJUSTED
 FF2198  ______________________________________________________________________
 FF2198  GEOID HEIGHT    -        -27.846 (meters)                     GEOID18
 FF2198  NAD 83(2011) X  -    -59,214.293 (meters)                     COMP
 FF2198  NAD 83(2011) Y  - -5,176,518.919 (meters)                     COMP
 FF2198  NAD 83(2011) Z  -  3,713,291.725 (meters)                     COMP
 FF2198  LAPLACE CORR    -         -1.38  (seconds)                    DEFLEC18
 FF2198  DYNAMIC HEIGHT  -         81.506 (meters)      267.41  (feet) COMP
 FF2198  MODELED GRAVITY -    979,781.3   (mgal)                       NAVD 88
 FF2198
 FF2198  VERT ORDER      -  FIRST     CLASS II
 FF2198
 FF2198  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FF2198  Standards:
 FF2198         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FF2198            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FF2198  -------------------------------------------------------------------
 FF2198  NETWORK    1.31   5.78           0.58   0.47   2.95     -0.29282639
 FF2198  -------------------------------------------------------------------
 FF2198  Click here for local accuracies and other accuracy information.
 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 June 2012.
 FF2198
 FF2198.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FF2198.been affixed to the stable North American tectonic plate. See 
 FF2198.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FF2198
 FF2198.The horizontal coordinates are valid at the epoch date displayed above
 FF2198.which is a decimal equivalence of Year/Month/Day.
 FF2198
 FF2198.No horizontal observational check was made to the station.
 FF2198
 FF2198.The orthometric height was determined by differential leveling and
 FF2198.adjusted by the NATIONAL GEODETIC SURVEY
 FF2198.in January 1995.
 FF2198
 FF2198.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF2198.GEOID18 height accuracy estimate available here.
 FF2198
 FF2198.Click photographs - Photos may exist for this station.
 FF2198
 FF2198.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF2198
 FF2198.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF2198
 FF2198.The ellipsoidal height was determined by GPS observations
 FF2198.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 FF2198
 FF2198;                    North         East     Units Scale Factor Converg.
 FF2198;SPC AR N     -   167,299.096   521,479.403   MT  0.99994539   +0 46 56.8
 FF2198;SPC AR N     -   548,880.45  1,710,887.01   sFT  0.99994539   +0 46 56.8
 FF2198;UTM  15      - 3,968,056.572   711,776.278   MT  1.00015268   +1 22 23.3
 FF2198
 FF2198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2198!SPC AR N     -   0.99999157  x   0.99994539  =   0.99993696
 FF2198!UTM  15      -   0.99999157  x   1.00015268  =   1.00014425
 FF2198
 FF2198_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV1177668056(NAD 83)
 FF2198
 FF2198                          SUPERSEDED SURVEY CONTROL
 FF2198
 FF2198  NAD 83(2007)-  35 50 01.81951(N)    090 39 19.36499(W) AD(2002.00) 0
 FF2198  ELLIP H (02/10/07)   53.742  (m)                       GP(2002.00)    
 FF2198  ELLIP H (12/17/01)   53.748  (m)                       GP(       ) 1 2
 FF2198  NAD 83(1997)-  35 50 01.81934(N)    090 39 19.36480(W) AD(       ) 3
 FF2198  ELLIP H (02/17/00)   53.745  (m)                       GP(       ) 1 2
 FF2198  NAVD 88              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
 FF2198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2198.See file dsdata.pdf to determine how the superseded data were derived.
 FF2198
 FF2198_MARKER: F = FLANGE-ENCASED ROD
 FF2198_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 - June 08, 2020
 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  HISTORY     - 20080131 GOOD             JCLS
 FF2198  HISTORY     - 20090527 GOOD             INDIV
 FF2198  HISTORY     - 20101010 GOOD             JCLS
 FF2198  HISTORY     - 20120724 GOOD             ASSOEN
 FF2198  HISTORY     - 20160614 GOOD             JCLS
 FF2198  HISTORY     - 20171202 GOOD             JCLS
 FF2198  HISTORY     - 20200608 GOOD             ARHD
 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.
 FF2198
 FF2198                          STATION RECOVERY (2008)
 FF2198
 FF2198'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2008
 FF2198'RECOVERED IN GOOD CONDITION.
 FF2198
 FF2198                          STATION RECOVERY (2009)
 FF2198
 FF2198'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (JDB)
 FF2198'RECOVERED IN GOOD CONDITION.
 FF2198
 FF2198                          STATION RECOVERY (2010)
 FF2198
 FF2198'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2010
 FF2198'RECOVERED IN GOOD CONDITION.
 FF2198
 FF2198                          STATION RECOVERY (2012)
 FF2198
 FF2198'RECOVERY NOTE BY ASSOCIATED ENGINEERING 2012 (MPM)
 FF2198'RECOVERED AS DESCRIBED.
 FF2198
 FF2198                          STATION RECOVERY (2016)
 FF2198
 FF2198'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2016 (MRY)
 FF2198'RECOVERED IN GOOD CONDITION.
 FF2198
 FF2198                          STATION RECOVERY (2017)
 FF2198
 FF2198'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2017 (MRY)
 FF2198'RECOVERED IN GOOD CONDITION.
 FF2198
 FF2198                          STATION RECOVERY (2020)
 FF2198
 FF2198'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2020 (JH)
 FF2198'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GE1214 ***********************************************************************
 GE1214  DESIGNATION -  B 316
 GE1214  PID         -  GE1214
 GE1214  STATE/COUNTY-  AR/LAWRENCE
 GE1214  COUNTRY     -  US
 GE1214  USGS QUAD   -  BLACK ROCK (2017)
 GE1214
 GE1214                         *CURRENT SURVEY CONTROL
 GE1214  ______________________________________________________________________
 GE1214* NAD 83(1986) POSITION- 36 04 07.     (N) 091 01 05.     (W)   SCALED
 GE1214* NAVD 88 ORTHO HEIGHT -    79.016 (meters)      259.24  (feet) ADJUSTED
 GE1214  ______________________________________________________________________
 GE1214  GEOID HEIGHT    -        -28.081 (meters)                     GEOID18
 GE1214  DYNAMIC HEIGHT  -         78.951 (meters)      259.03  (feet) COMP
 GE1214  MODELED GRAVITY -    979,807.7   (mgal)                       NAVD 88
 GE1214
 GE1214  VERT ORDER      -  FIRST     CLASS II
 GE1214
 GE1214.The horizontal coordinates were scaled from a map and have
 GE1214.an estimated accuracy of +/- 6 seconds.
 GE1214
 GE1214.The orthometric height was determined by differential leveling and
 GE1214.adjusted by the NATIONAL GEODETIC SURVEY
 GE1214.in January 1995.
 GE1214
 GE1214.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE1214.GEOID18 height accuracy estimate available here.
 GE1214
 GE1214.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV784933(NAD 83)
 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
 GE1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1214.See file dsdata.pdf to determine how the superseded data were derived.
 GE1214
 GE1214_MARKER: F = FLANGE-ENCASED ROD
 GE1214_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GE1214_STAMPING: B 316 1990
 GE1214_MARK LOGO: NGS
 GE1214_PROJECTION: RECESSED 3 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 - September 23, 2013
 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  HISTORY     - 20121001 GOOD             ASSOEN
 GE1214  HISTORY     - 20130923 GOOD             USACEL
 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.
 GE1214
 GE1214                          STATION RECOVERY (2012)
 GE1214
 GE1214'RECOVERY NOTE BY ASSOCIATED ENGINEERING 2012 (MPM)
 GE1214'RECOVERED AS DESCRIBED
 GE1214
 GE1214                          STATION RECOVERY (2013)
 GE1214
 GE1214'RECOVERY NOTE BY USACE LITTLE ROCK 2013 (RED)
 GE1214'4.5 KM (2.80 MI) NORTHERLY ALONG U.S. HIGHWAY 63B 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'
 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'
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GE1246 ***********************************************************************
 GE1246  DESIGNATION -  B 317
 GE1246  PID         -  GE1246
 GE1246  STATE/COUNTY-  AR/SHARP
 GE1246  COUNTRY     -  US
 GE1246  USGS QUAD   -  WILLIFORD (2017)
 GE1246
 GE1246                         *CURRENT SURVEY CONTROL
 GE1246  ______________________________________________________________________
 GE1246* NAD 83(1986) POSITION- 36 16 20.     (N) 091 22 02.     (W)   SCALED
 GE1246* NAVD 88 ORTHO HEIGHT -   168.278 (meters)      552.09  (feet) ADJUSTED
 GE1246  ______________________________________________________________________
 GE1246  GEOID HEIGHT    -        -28.385 (meters)                     GEOID18
 GE1246  DYNAMIC HEIGHT  -        168.137 (meters)      551.63  (feet) COMP
 GE1246  MODELED GRAVITY -    979,790.2   (mgal)                       NAVD 88
 GE1246
 GE1246  VERT ORDER      -  FIRST     CLASS II
 GE1246
 GE1246.The horizontal coordinates were scaled from a map and have
 GE1246.an estimated accuracy of +/- 6 seconds.
 GE1246
 GE1246.The orthometric height was determined by differential leveling and
 GE1246.adjusted by the NATIONAL GEODETIC SURVEY
 GE1246.in January 1995.
 GE1246
 GE1246.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE1246.GEOID18 height accuracy estimate available here.
 GE1246
 GE1246.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA466153(NAD 83)
 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
 GE1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1246.See file dsdata.pdf to determine how the superseded data were derived.
 GE1246
 GE1246_MARKER: DV = VERTICAL CONTROL DISK
 GE1246_SETTING: 66 = SET IN ROCK OUTCROP
 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 = MARCH 20, 2026 22:17:28 EDT
 DK2829 ***********************************************************************
 DK2829  DESIGNATION -  B 320
 DK2829  PID         -  DK2829
 DK2829  STATE/COUNTY-  AR/PULASKI
 DK2829  COUNTRY     -  US
 DK2829  USGS QUAD   -  LITTLE ROCK (2017)
 DK2829
 DK2829                         *CURRENT SURVEY CONTROL
 DK2829  ______________________________________________________________________
 DK2829* NAD 83(1986) POSITION- 34 40 46.     (N) 092 15 14.     (W)   SCALED
 DK2829* NAVD 88 ORTHO HEIGHT -   108.129 (meters)      354.75  (feet) ADJUSTED
 DK2829  ______________________________________________________________________
 DK2829  GEOID HEIGHT    -        -26.541 (meters)                     GEOID18
 DK2829  DYNAMIC HEIGHT  -        108.027 (meters)      354.42  (feet) COMP
 DK2829  MODELED GRAVITY -    979,691.0   (mgal)                       NAVD 88
 DK2829
 DK2829  VERT ORDER      -  FIRST     CLASS II
 DK2829
 DK2829.The horizontal coordinates were scaled from a map and have
 DK2829.an estimated accuracy of +/- 6 seconds.
 DK2829
 DK2829.The orthometric height was determined by differential leveling and
 DK2829.adjusted by the NATIONAL GEODETIC SURVEY
 DK2829.in May 2008.
 DK2829
 DK2829.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK2829.GEOID18 height accuracy estimate available here.
 DK2829
 DK2829.Click photographs - Photos may exist for this station.
 DK2829
 DK2829.The dynamic height is computed by dividing the NAVD 88
 DK2829.geopotential number by the normal gravity value computed on the
 DK2829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2829.degrees latitude (g = 980.6199 gals.).
 DK2829
 DK2829.The modeled gravity was interpolated from observed gravity values.
 DK2829
 DK2829;                    North         East    Units  Estimated Accuracy
 DK2829;SPC AR S     -   623,280.      376,730.      MT  (+/- 180 meters Scaled)
 DK2829
 DK2829_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU683377(NAD 83)
 DK2829
 DK2829                          SUPERSEDED SURVEY CONTROL
 DK2829
 DK2829.No superseded survey control is available for this station.
 DK2829
 DK2829_MARKER: DV = VERTICAL CONTROL DISK
 DK2829_SETTING: 66 = SET IN ROCK OUTCROP
 DK2829_STAMPING: B 320 2007
 DK2829_MARK LOGO: NGS
 DK2829_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK2829_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK2829_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2829+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2007
 DK2829
 DK2829  HISTORY     - Date     Condition        Report By
 DK2829  HISTORY     - 20070404 MONUMENTED       ARHD
 DK2829  HISTORY     - 20131115 MARK NOT FOUND   USACEL
 DK2829
 DK2829                          STATION DESCRIPTION
 DK2829
 DK2829'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2007
 DK2829'THE MARK IS LOCATED ABOUT 1.5 MI (2.4 KM) SOUTHWEST OF SWEET HOME, AR
 DK2829'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DK2829'
 DK2829'TO REACH FROM THE INTERSECTION OF US INTERSTATE HIGHWAY 530 AND US
 DK2829'HIGHWAY 338 ABOUT 5.0 MI (8.0 KM) SOUTH OF LITTLE ROCK, GO EAST ON
 DK2829'HIGHWAY 338 FOR 0.05 MI (0.1 KM) TO THE NORTH BOUND ON RAMP FOR
 DK2829'HIGHWAY 530 AND SHAMBURGER LANE.  BEAR RIGHT ON THE LANE AND GO 1.2 MI
 DK2829'(1.9 KM) TO THE STATION ON THE LEFT.SET IN THE TOP OF A 2X3-FOOT PIECE
 DK2829'OF EXPOSED BEDROCK.
 DK2829'
 DK2829'8.2 METERS NORTH OF THE CENTERLINE OF SHAMBURG ROAD,  4.0 METERS WEST
 DK2829'OF A CONCRETE WATER METER BO, 1.0 METER SOUTH OF A BARBED WIRE FENCE,
 DK2829'AND 1.0 METER SOUTH OF A WITNESS POST.
 DK2829
 DK2829                          STATION RECOVERY (2013)
 DK2829
 DK2829'RECOVERY NOTE BY USACE LITTLE ROCK 2013 (SCC)
 DK2829'THE MARK APPEARS TO STILL BE THERE BUT THE ROAD TO IT HAS BEEN CLOSED
 DK2829'AND THERE IS A GATE THAT WAS CLOSED.  THE PROPERTY IS PART OF THE
 DK2829'GRANIT MOUNTAIN QUARRY.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK2856 ***********************************************************************
 DK2856  DESIGNATION -  B 321
 DK2856  PID         -  DK2856
 DK2856  STATE/COUNTY-  AR/PULASKI
 DK2856  COUNTRY     -  US
 DK2856  USGS QUAD   -  PINNACLE MOUNTAIN (2017)
 DK2856
 DK2856                         *CURRENT SURVEY CONTROL
 DK2856  ______________________________________________________________________
 DK2856* NAD 83(1986) POSITION- 34 45 33.86   (N) 092 23 36.62   (W)   HD_HELD1
 DK2856* NAVD 88 ORTHO HEIGHT -   146.368 (meters)      480.21  (feet) ADJUSTED
 DK2856  ______________________________________________________________________
 DK2856  GEOID HEIGHT    -        -26.729 (meters)                     GEOID18
 DK2856  DYNAMIC HEIGHT  -        146.232 (meters)      479.76  (feet) COMP
 DK2856  MODELED GRAVITY -    979,704.9   (mgal)                       NAVD 88
 DK2856
 DK2856  VERT ORDER      -  FIRST     CLASS II
 DK2856
 DK2856.The horizontal coordinates were determined by differentially corrected
 DK2856.hand held GPS observations or other comparable positioning techniques
 DK2856.and have an estimated accuracy of +/- 3 meters.
 DK2856
 DK2856.The orthometric height was determined by differential leveling and
 DK2856.adjusted by the NATIONAL GEODETIC SURVEY
 DK2856.in May 2008.
 DK2856
 DK2856.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK2856.GEOID18 height accuracy estimate available here.
 DK2856
 DK2856.Click photographs - Photos may exist for this station.
 DK2856
 DK2856.The dynamic height is computed by dividing the NAVD 88
 DK2856.geopotential number by the normal gravity value computed on the
 DK2856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2856.degrees latitude (g = 980.6199 gals.).
 DK2856
 DK2856.The modeled gravity was interpolated from observed gravity values.
 DK2856
 DK2856;                    North         East    Units  Estimated Accuracy
 DK2856;SPC AR S     -   632,187.6     363,972.9     MT  (+/- 3 meters HH1 GPS) 
 DK2856
 DK2856_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5550546530(NAD 83)
 DK2856
 DK2856                          SUPERSEDED SURVEY CONTROL
 DK2856
 DK2856.No superseded survey control is available for this station.
 DK2856
 DK2856_MARKER: DB = BENCH MARK DISK
 DK2856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2856_STAMPING: B 321 2007
 DK2856_MARK LOGO: ARHD
 DK2856_PROJECTION: RECESSED 8 CENTIMETERS
 DK2856_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK2856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK2856+STABILITY: SURFACE MOTION
 DK2856_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK2856+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2024
 DK2856
 DK2856  HISTORY     - Date     Condition        Report By
 DK2856  HISTORY     - 20070418 MONUMENTED       ARHD
 DK2856  HISTORY     - 20120302 GOOD             ARHD
 DK2856  HISTORY     - 20150325 GOOD             GEOCAC
 DK2856  HISTORY     - 20241114 SEE DESCRIPTION  USGS
 DK2856
 DK2856                          STATION DESCRIPTION
 DK2856
 DK2856'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2007
 DK2856'THE MARK IS LOCATED ABOUT 2.0 MILES WEST OF LITTLE ROCK ARKANSAS.
 DK2856'OWNERSHIP--IMMANUEL BAPTIST CHURCH.
 DK2856'
 DK2856'TO REACH FROM THE INTERSECTION OF INTERSTATE HIGHWAY 630 AND
 DK2856'SHACKLEFORD ROAD, GO NORTH ON SHACKLEFORD ROAD FOR 0.6 MILES TO MARY
 DK2856'LYNN ROAD ON THE RIGHT LEADING TO CHURCH. TURN RIGHT AND GO 0.15 MILES
 DK2856'TO THE WEST ENTRANCE TO CHURCH AND THE STATION ON THE RIGHT.
 DK2856'
 DK2856'20.90 METERS NORTHWEST OF CONCRETE PILLAR FOR ENTRANCE STAIRS, 20.90
 DK2856'METERS SOUTHWEST OF CONCRETE PILLAR FOR ENTRANCE STAIRS, 12.10 METERS
 DK2856'EAST OF A LIGHT POLE, AND 1.5 METERS EAST OF THE BACK OF CURB.
 DK2856
 DK2856                          STATION RECOVERY (2012)
 DK2856
 DK2856'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (JDH)
 DK2856'RECOVERED AS DESCRIBED
 DK2856
 DK2856                          STATION RECOVERY (2015)
 DK2856
 DK2856'RECOVERY NOTE BY GEOCACHING 2015 (MRA)
 DK2856'RECOVERED AS DESCRIBED.
 DK2856
 DK2856                          STATION RECOVERY (2024)
 DK2856
 DK2856'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2024 (EL)
 DK2856'MARK CAN BE FOUND BY LOCATING WHITE PAINT MARKER ON THE RIGHT-SIDE
 DK2856'CURB BESIDE GRASS AND FOLLOWING THAT LINE INTO THE GRASS FOR ABOUT 1.5
 DK2856'FT (0.5 M).
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO4780 ***********************************************************************
 DO4780  DESIGNATION -  B 326
 DO4780  PID         -  DO4780
 DO4780  STATE/COUNTY-  AR/POPE
 DO4780  COUNTRY     -  US
 DO4780  USGS QUAD   -  RUSSELLVILLE WEST (2017)
 DO4780
 DO4780                         *CURRENT SURVEY CONTROL
 DO4780  ______________________________________________________________________
 DO4780* NAD 83(1986) POSITION- 35 18 25.6    (N) 093 08 17.2    (W)   HD_HELD2
 DO4780* NAVD 88 ORTHO HEIGHT -   112.074 (meters)      367.70  (feet) ADJUSTED
 DO4780  ______________________________________________________________________
 DO4780  GEOID HEIGHT    -        -29.144 (meters)                     GEOID18
 DO4780  DYNAMIC HEIGHT  -        111.968 (meters)      367.35  (feet) COMP
 DO4780  MODELED GRAVITY -    979,685.3   (mgal)                       NAVD 88
 DO4780
 DO4780  VERT ORDER      -  FIRST     CLASS II
 DO4780
 DO4780.The horizontal coordinates were established by autonomous hand held GPS
 DO4780.observations and have an estimated accuracy of +/- 10 meters.
 DO4780
 DO4780.The orthometric height was determined by differential leveling and
 DO4780.adjusted by the NATIONAL GEODETIC SURVEY
 DO4780.in April 2013.
 DO4780
 DO4780.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO4780.GEOID18 height accuracy estimate available here.
 DO4780
 DO4780.Click photographs - Photos may exist for this station.
 DO4780
 DO4780.The dynamic height is computed by dividing the NAVD 88
 DO4780.geopotential number by the normal gravity value computed on the
 DO4780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO4780.degrees latitude (g = 980.6199 gals.).
 DO4780
 DO4780.The modeled gravity was interpolated from observed gravity values.
 DO4780
 DO4780;                    North         East    Units  Estimated Accuracy
 DO4780;SPC AR N     -   108,630.      296,501.      MT  (+/- 10 meters HH2 GPS)
 DO4780
 DO4780_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV8744407110(NAD 83)
 DO4780
 DO4780                          SUPERSEDED SURVEY CONTROL
 DO4780
 DO4780.No superseded survey control is available for this station.
 DO4780
 DO4780_MARKER: F = FLANGE-ENCASED ROD
 DO4780_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DO4780_STAMPING: B 326 2009
 DO4780_MARK LOGO: NONE
 DO4780_PROJECTION: RECESSED 4 CENTIMETERS
 DO4780_MAGNETIC: I = MARKER IS A STEEL ROD
 DO4780_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO4780_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO4780+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2017
 DO4780_ROD/PIPE-DEPTH: 3.7 meters
 DO4780_SLEEVE-DEPTH  : 0.9 meters
 DO4780
 DO4780  HISTORY     - Date     Condition        Report By
 DO4780  HISTORY     - 20090507 MONUMENTED       ARHD
 DO4780  HISTORY     - 20170222 GOOD             ARHD
 DO4780
 DO4780                          STATION DESCRIPTION
 DO4780
 DO4780'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2009 (DS)
 DO4780'THE STATION IS LOCATED ABOUT 0.2 MI (0.3 KM) NORTH OF
 DO4780'RUSSELLVILLE.OWNERSHIP--ROAD RIGHT-OF-WAY.
 DO4780'
 DO4780'TO REACH FROM THE INTERSECTION OF U.S. INTERSTATE 40 AND ARKANSAS
 DO4780'STATE HIGHWAY 7 NORTH OF RUSSELLVILLE, GO NORTH ON HIGHWAY 7 FOR 0.05
 DO4780'MI (0.1 KM) TO THE STATION ON THE RIGHT.
 DO4780'
 DO4780'IT IS 54.1 M (177.5 FT) EAST OF CENTER OF HIGHWAY 7, 18.6 M (61.0 FT)
 DO4780'SOUTH OF ASPEN ROAD, 8.7 M (28.5 FT) SOUTH OF COMBINATION POLE WITH
 DO4780'GUY GUY LINES, 8.3 M (27.2 FT) SOUTH OF FIBERGLASS POST.
 DO4780'
 DO4780'NOTE-ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH (13 CM) LOGO CAP.
 DO4780
 DO4780                          STATION RECOVERY (2017)
 DO4780
 DO4780'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2017 (JDH)
 DO4780'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1621 ***********************************************************************
 FF1621  DESIGNATION -  B 33
 FF1621  PID         -  FF1621
 FF1621  STATE/COUNTY-  AR/INDEPENDENCE
 FF1621  COUNTRY     -  US
 FF1621  USGS QUAD   -  SULPHUR ROCK (2017)
 FF1621
 FF1621                         *CURRENT SURVEY CONTROL
 FF1621  ______________________________________________________________________
 FF1621* NAD 83(1986) POSITION- 35 51 18.     (N) 091 34 08.     (W)   SCALED
 FF1621* NAVD 88 ORTHO HEIGHT -   157.293 (meters)      516.05  (feet) ADJUSTED
 FF1621  ______________________________________________________________________
 FF1621  GEOID HEIGHT    -        -27.721 (meters)                     GEOID18
 FF1621  DYNAMIC HEIGHT  -        157.156 (meters)      515.60  (feet) COMP
 FF1621  MODELED GRAVITY -    979,761.7   (mgal)                       NAVD 88
 FF1621
 FF1621  VERT ORDER      -  SECOND    CLASS 0
 FF1621
 FF1621.The horizontal coordinates were scaled from a map and have
 FF1621.an estimated accuracy of +/- 6 seconds.
 FF1621
 FF1621.The orthometric height was determined by differential leveling and
 FF1621.adjusted by the NATIONAL GEODETIC SURVEY
 FF1621.in June 1991.
 FF1621
 FF1621.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1621.GEOID18 height accuracy estimate available here.
 FF1621
 FF1621.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV292688(NAD 83)
 FF1621
 FF1621                          SUPERSEDED SURVEY CONTROL
 FF1621
 FF1621  NGVD 29 (11/26/84)  157.212  (m)          515.79   (f) ADJUSTED    2 0
 FF1621
 FF1621.Superseded values are not recommended for survey control.
 FF1621
 FF1621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1621.See file dsdata.pdf to determine how the superseded data were derived.
 FF1621
 FF1621_MARKER: DD = SURVEY DISK
 FF1621_STAMPING: B 33 1934
 FF1621_MARK LOGO: CGS+SS
 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  HISTORY     - 20100809 MARK NOT FOUND   ARHD
 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.
 FF1621
 FF1621                          STATION RECOVERY (2010)
 FF1621
 FF1621'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2010 (NVL)
 FF1621'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0078 ***********************************************************************
 FF0078  DESIGNATION -  B 33
 FF0078  PID         -  FF0078
 FF0078  STATE/COUNTY-  AR/CRAIGHEAD
 FF0078  COUNTRY     -  US
 FF0078  USGS QUAD   -  LEACHVILLE (2017)
 FF0078
 FF0078                         *CURRENT SURVEY CONTROL
 FF0078  ______________________________________________________________________
 FF0078* NAD 83(1986) POSITION- 35 54 52.     (N) 090 18 20.     (W)   SCALED
 FF0078* NAVD 88 ORTHO HEIGHT -    71.792 (meters)      235.54  (feet) POSTED
 FF0078  ______________________________________________________________________
 FF0078  GEOID HEIGHT    -        -28.151 (meters)                     GEOID18
 FF0078  DYNAMIC HEIGHT  -         71.73  (meters)      235.3   (feet) COMP
 FF0078  MODELED GRAVITY -    979,783.6   (mgal)                       NAVD 88
 FF0078
 FF0078  VERT ORDER      -  * POSTED, SEE BELOW
 FF0078
 FF0078.The horizontal coordinates were scaled from a 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
 FF0078.* This is a POSTED BENCH MARK height.
 FF0078
 FF0078.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0078.GEOID18 height accuracy estimate available here.
 FF0078
 FF0078.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV431778(NAD 83)
 FF0078
 FF0078                          SUPERSEDED SURVEY CONTROL
 FF0078
 FF0078  NGVD 29 (11/26/84)   71.770  (m)          235.47   (f) ADJUSTED    1 2
 FF0078
 FF0078.Superseded values are not recommended for survey control.
 FF0078
 FF0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0078.See file dsdata.pdf to determine how the superseded data were derived.
 FF0078
 FF0078_MARKER: DB = BENCH MARK DISK
 FF0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0078_STAMPING: B 33 1933
 FF0078_MARK LOGO: CGS
 FF0078_PROJECTION: FLUSH
 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 = MARCH 20, 2026 22:17:28 EDT
 DO2558 ***********************************************************************
 DO2558  DESIGNATION -  B 330
 DO2558  PID         -  DO2558
 DO2558  STATE/COUNTY-  AR/CRAIGHEAD
 DO2558  COUNTRY     -  US
 DO2558  USGS QUAD   -  JONESBORO (2017)
 DO2558
 DO2558                         *CURRENT SURVEY CONTROL
 DO2558  ______________________________________________________________________
 DO2558* NAD 83(1986) POSITION- 35 47 31.13   (N) 090 38 34.54   (W)   HD_HELD1
 DO2558* NAVD 88 ORTHO HEIGHT -    73.793 (meters)      242.10  (feet) ADJUSTED
 DO2558  ______________________________________________________________________
 DO2558  GEOID HEIGHT    -        -27.832 (meters)                     GEOID18
 DO2558  DYNAMIC HEIGHT  -         73.730 (meters)      241.90  (feet) COMP
 DO2558  MODELED GRAVITY -    979,778.5   (mgal)                       NAVD 88
 DO2558
 DO2558  VERT ORDER      -  FIRST     CLASS II
 DO2558
 DO2558.The horizontal coordinates were determined by differentially corrected
 DO2558.hand held GPS observations or other comparable positioning techniques
 DO2558.and have an estimated accuracy of +/- 3 meters.
 DO2558
 DO2558.The orthometric height was determined by differential leveling and
 DO2558.adjusted by the NATIONAL GEODETIC SURVEY
 DO2558.in February 2013.
 DO2558
 DO2558.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2558.GEOID18 height accuracy estimate available here.
 DO2558
 DO2558.Click photographs - Photos may exist for this station.
 DO2558
 DO2558.The dynamic height is computed by dividing the NAVD 88
 DO2558.geopotential number by the normal gravity value computed on the
 DO2558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2558.degrees latitude (g = 980.6199 gals.).
 DO2558
 DO2558.The modeled gravity was interpolated from observed gravity values.
 DO2558
 DO2558;                    North         East    Units  Estimated Accuracy
 DO2558;SPC AR N     -   162,670.8     522,668.2     MT  (+/- 3 meters HH1 GPS) 
 DO2558
 DO2558_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV1301263439(NAD 83)
 DO2558
 DO2558                          SUPERSEDED SURVEY CONTROL
 DO2558
 DO2558.No superseded survey control is available for this station.
 DO2558
 DO2558_MARKER: F = FLANGE-ENCASED ROD
 DO2558_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DO2558_STAMPING: B 330 2011
 DO2558_MARK LOGO: NONE
 DO2558_PROJECTION: RECESSED 3 CENTIMETERS
 DO2558_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DO2558_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO2558_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2558+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2011
 DO2558_ROD/PIPE-DEPTH: 7.2 meters
 DO2558_SLEEVE-DEPTH  : 1 meters
 DO2558
 DO2558  HISTORY     - Date     Condition        Report By
 DO2558  HISTORY     - 20110314 MONUMENTED       ASSOEN
 DO2558
 DO2558                          STATION DESCRIPTION
 DO2558
 DO2558'DESCRIBED BY ASSOCIATED ENGINEERING 2011 (MPM)
 DO2558'THE MARK IS LOCATED ABOUT 8.2 MI (13.2 KM) SOUTH-SOUTHWEST OF
 DO2558'BROOKLAND, 6.4 MI (10.3 KM) WEST-SOUTHWEST OF NEEDHAM AND 4.9 MI (7.9
 DO2558'KM) SOUTHEAST OF JONESBORO.
 DO2558'
 DO2558'THE MARK IS LOCATED ABOUT 8.2 MI (13.2 KM) SOUTH-SOUTHWEST OF
 DO2558'BROOKLAND, 6.4 MI (10.3 KM) WEST-SOUTHWEST OF NEEDHAM AND 4.9 MI (7.9
 DO2558'KM) SOUTHEAST OF JONESBORO.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DO2558'
 DO2558'TO REACH FROM THE INTERSECTION OF US HIGHWAY 63 AND WEST PARKER ROAD
 DO2558'HEAD SOUTHEAST ON ARKANSAS HIGHWAY 463 FOR 1.3 MI (2.1 KM) TURN RIGHT
 DO2558'ON INGELS ROAD FOR 1.3 MI (2.1 KM) TO THE MARK ON THE LEFT.
 DO2558'
 DO2558'IT IS 78.35 FT (23.9 M) SOUTHWEST OF A FIRE HYDRANT, 63.31 FT (19.3 M)
 DO2558'WEST OF THE CENTERLINE OF STREET, 35.15 FT (10.7 M) SOUTH OF THE
 DO2558'CENTERLINE OF ROAD, 10.95 FT (3.3 M) SOUTHEAST OF A CARSONITE WITNESS
 DO2558'POST AND ABOUT 1 FT (0.3 M) LOWER THAN THE ROAD.
 DO2558'
 DO2558'NOTE-ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH (13 CM) LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO2584 ***********************************************************************
 DO2584  DESIGNATION -  B 331
 DO2584  PID         -  DO2584
 DO2584  STATE/COUNTY-  AR/CRAIGHEAD
 DO2584  COUNTRY     -  US
 DO2584  USGS QUAD   -  JONESBORO (2017)
 DO2584
 DO2584                         *CURRENT SURVEY CONTROL
 DO2584  ______________________________________________________________________
 DO2584* NAD 83(1986) POSITION- 35 51 30.06   (N) 090 42 11.59   (W)   HD_HELD1
 DO2584* NAVD 88 ORTHO HEIGHT -    91.257 (meters)      299.40  (feet) ADJUSTED
 DO2584  ______________________________________________________________________
 DO2584  GEOID HEIGHT    -        -27.834 (meters)                     GEOID18
 DO2584  DYNAMIC HEIGHT  -         91.179 (meters)      299.14  (feet) COMP
 DO2584  MODELED GRAVITY -    979,781.2   (mgal)                       NAVD 88
 DO2584
 DO2584  VERT ORDER      -  FIRST     CLASS II
 DO2584
 DO2584.The horizontal coordinates were determined by differentially corrected
 DO2584.hand held GPS observations or other comparable positioning techniques
 DO2584.and have an estimated accuracy of +/- 3 meters.
 DO2584
 DO2584.The orthometric height was determined by differential leveling and
 DO2584.adjusted by the NATIONAL GEODETIC SURVEY
 DO2584.in February 2013.
 DO2584
 DO2584.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2584.GEOID18 height accuracy estimate available here.
 DO2584
 DO2584.Click photographs - Photos may exist for this station.
 DO2584
 DO2584.The dynamic height is computed by dividing the NAVD 88
 DO2584.geopotential number by the normal gravity value computed on the
 DO2584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2584.degrees latitude (g = 980.6199 gals.).
 DO2584
 DO2584.The modeled gravity was interpolated from observed gravity values.
 DO2584
 DO2584;                    North         East    Units  Estimated Accuracy
 DO2584;SPC AR N     -   169,960.4     517,121.7     MT  (+/- 3 meters HH1 GPS) 
 DO2584
 DO2584_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV0739070673(NAD 83)
 DO2584
 DO2584                          SUPERSEDED SURVEY CONTROL
 DO2584
 DO2584.No superseded survey control is available for this station.
 DO2584
 DO2584_MARKER: F = FLANGE-ENCASED ROD
 DO2584_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DO2584_STAMPING: B 331 2011
 DO2584_MARK LOGO: NONE
 DO2584_PROJECTION: RECESSED 3 CENTIMETERS
 DO2584_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DO2584_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO2584_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2584+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2010
 DO2584_ROD/PIPE-DEPTH: 7.3 meters
 DO2584_SLEEVE-DEPTH  : 1 meters
 DO2584
 DO2584  HISTORY     - Date     Condition        Report By
 DO2584  HISTORY     - 20101119 MONUMENTED       ASSOEN
 DO2584
 DO2584                          STATION DESCRIPTION
 DO2584
 DO2584'DESCRIBED BY ASSOCIATED ENGINEERING 2010 (MPM)
 DO2584'THE MARK IS LOCATED ABOUT 6.6 MI (10.6 KM) EAST-SOUTHEAST OF BONO, 5.5
 DO2584'MI (8.8 KM) EAST OF HERMAN AND 1.1 MI (1.8 KM) NORTH OF JONESBORO.
 DO2584'
 DO2584'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DO2584'
 DO2584'TO REACH FROM THE INTERSECTION OF ARKANSAS HIGHWAY 141 AND MAGNOLIA
 DO2584'ROAD HEAD SOUTH ON ARKANSAS HIGHWAY 141 0.90 MI (1.4 KM) TO THE MARK
 DO2584'ON THE LEFT.
 DO2584'
 DO2584'IT IS 75 FT (22.9 M) EAST OF A FIRE HYDRANT, 24 FT (7.3 M) SOUTH OF A
 DO2584'FIBERGLASS WITNESS POST AND 22 FT (6.7 M) NORTH OF A SEWER MANHOLE.
 DO2584'
 DO2584'NOTE-ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH (13 CM) LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO2611 ***********************************************************************
 DO2611  DESIGNATION -  B 332
 DO2611  PID         -  DO2611
 DO2611  STATE/COUNTY-  AR/CRAIGHEAD
 DO2611  COUNTRY     -  US
 DO2611  USGS QUAD   -  HERMAN (2017)
 DO2611
 DO2611                         *CURRENT SURVEY CONTROL
 DO2611  ______________________________________________________________________
 DO2611* NAD 83(1986) POSITION- 35 46 41.23   (N) 090 46 54.06   (W)   HD_HELD1
 DO2611* NAVD 88 ORTHO HEIGHT -    80.637 (meters)      264.56  (feet) ADJUSTED
 DO2611  ______________________________________________________________________
 DO2611  GEOID HEIGHT    -        -27.753 (meters)                     GEOID18
 DO2611  DYNAMIC HEIGHT  -         80.568 (meters)      264.33  (feet) COMP
 DO2611  MODELED GRAVITY -    979,780.1   (mgal)                       NAVD 88
 DO2611
 DO2611  VERT ORDER      -  FIRST     CLASS II
 DO2611
 DO2611.The horizontal coordinates were determined by differentially corrected
 DO2611.hand held GPS observations or other comparable positioning techniques
 DO2611.and have an estimated accuracy of +/- 3 meters.
 DO2611
 DO2611.The orthometric height was determined by differential leveling and
 DO2611.adjusted by the NATIONAL GEODETIC SURVEY
 DO2611.in February 2013.
 DO2611
 DO2611.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2611.GEOID18 height accuracy estimate available here.
 DO2611
 DO2611.Click photographs - Photos may exist for this station.
 DO2611
 DO2611.The dynamic height is computed by dividing the NAVD 88
 DO2611.geopotential number by the normal gravity value computed on the
 DO2611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2611.degrees latitude (g = 980.6199 gals.).
 DO2611
 DO2611.The modeled gravity was interpolated from observed gravity values.
 DO2611
 DO2611;                    North         East    Units  Estimated Accuracy
 DO2611;SPC AR N     -   160,969.0     510,145.6     MT  (+/- 3 meters HH1 GPS) 
 DO2611
 DO2611_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV0050661609(NAD 83)
 DO2611
 DO2611                          SUPERSEDED SURVEY CONTROL
 DO2611
 DO2611.No superseded survey control is available for this station.
 DO2611
 DO2611_MARKER: DB = BENCH MARK DISK
 DO2611_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DO2611_SP_SET: HEADWALL
 DO2611_STAMPING: B 332 2011
 DO2611_MARK LOGO: ARHD
 DO2611_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO2611+STABILITY: SURFACE MOTION
 DO2611_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2611+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2010
 DO2611
 DO2611  HISTORY     - Date     Condition        Report By
 DO2611  HISTORY     - 20101201 MONUMENTED       ASSOEN
 DO2611
 DO2611                          STATION DESCRIPTION
 DO2611
 DO2611'DESCRIBED BY ASSOCIATED ENGINEERING 2010 (MPM)
 DO2611'THE MARK IS LOCATED ABOUT 6.2 MI (10.0 KM) SOUTHWEST OF JONESBORO, 5.3
 DO2611'MI (8.5 KM) SOUTH-SOUTHEAST OF HERMAN AND 4.8 MI (7.7 KM) NORTHEAST OF
 DO2611'OTWELL.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DO2611'
 DO2611'TO REACH FROM THE INTERSECTION OF HIGHWAY 63 AND SOUTHWEST DRIVE GO
 DO2611'SOUTHWESTERLY ON SOUTHWEST DRIVE 4.70 MI (7.6 KM) TO THE MARK ON THE
 DO2611'RIGHT.
 DO2611'
 DO2611'IT IS 60.60 FT (18.5 M) NORTH OF THE CENTERLINE OF HIGHWAY 49, 56.39
 DO2611'FT (17.2 M) SOUTH OF A FIBERGLASS WATERLINE MARKER, 40.80 FT (12.4 M)
 DO2611'EAST-SOUTHEAST OF THE EAST END OF A 24 INCH (61 CM) CORRUGATED METAL
 DO2611'DRAINAGE PIPE AND 8.30 FT (2.5 M) WEST OF A FIBERGLASS WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO5138 ***********************************************************************
 DO5138  DESIGNATION -  B 333
 DO5138  PID         -  DO5138
 DO5138  STATE/COUNTY-  AR/CROSS
 DO5138  COUNTRY     -  US
 DO5138  USGS QUAD   -  WYNNE (2017)
 DO5138
 DO5138                         *CURRENT SURVEY CONTROL
 DO5138  ______________________________________________________________________
 DO5138* NAD 83(1986) POSITION- 35 14 27.     (N) 090 47 38.     (W)   SCALED
 DO5138* NAVD 88 ORTHO HEIGHT -    75.643 (meters)      248.17  (feet) ADJUSTED
 DO5138  ______________________________________________________________________
 DO5138  GEOID HEIGHT    -        -27.202 (meters)                     GEOID18
 DO5138  DYNAMIC HEIGHT  -         75.575 (meters)      247.95  (feet) COMP
 DO5138  MODELED GRAVITY -    979,735.1   (mgal)                       NAVD 88
 DO5138
 DO5138  VERT ORDER      -  FIRST     CLASS II
 DO5138
 DO5138.The horizontal coordinates were scaled from a map and have
 DO5138.an estimated accuracy of +/- 6 seconds.
 DO5138
 DO5138.The orthometric height was determined by differential leveling and
 DO5138.adjusted by the NATIONAL GEODETIC SURVEY
 DO5138.in April 2013.
 DO5138
 DO5138.No vertical observational check was made to the station.
 DO5138
 DO5138.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO5138.GEOID18 height accuracy estimate available here.
 DO5138
 DO5138.Click photographs - Photos may exist for this station.
 DO5138
 DO5138.The dynamic height is computed by dividing the NAVD 88
 DO5138.geopotential number by the normal gravity value computed on the
 DO5138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO5138.degrees latitude (g = 980.6199 gals.).
 DO5138
 DO5138.The modeled gravity was interpolated from observed gravity values.
 DO5138
 DO5138;                    North         East    Units  Estimated Accuracy
 DO5138;SPC AR N     -   101,350.      509,770.      MT  (+/- 180 meters Scaled)
 DO5138
 DO5138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV007019(NAD 83)
 DO5138
 DO5138                          SUPERSEDED SURVEY CONTROL
 DO5138
 DO5138.No superseded survey control is available for this station.
 DO5138
 DO5138_MARKER: X = CHISELED CROSS
 DO5138_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DO5138_SP_SET: MANHOLE COVER METAL RIM
 DO5138_STAMPING: B 333 2011
 DO5138_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO5138_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO5138_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO5138+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2011
 DO5138
 DO5138  HISTORY     - Date     Condition        Report By
 DO5138  HISTORY     - 20111004 MONUMENTED       ARHD
 DO5138
 DO5138                          STATION DESCRIPTION
 DO5138
 DO5138'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (JDH)
 DO5138'THE STATION IS LOCATED ABOUT 5.4 MI (8.7 KM) WEST-NORTHWEST OF
 DO5138'WITTSBURG, 5.1 MI (8.2 KM) SOUTH-SOUTHWEST OF VANNDALE AND 1.2 MI (1.9
 DO5138'KM) NORTH-NORTHWEST OF WYNNE.  THE STATION IS LOCATED AT THE WEST SIDE
 DO5138'OF WYNNE.
 DO5138'
 DO5138'TO REACH FROM THE INTERSECTION OF HIGHWAY 64 SPUR AND HIGHWAY 1, GO
 DO5138'SOUTH ON HIGHWAY 64 SPUR FOR 0.85 MI (1.4 KM) TO THE MARK ON THE LEFT.
 DO5138'IT IS 47.9 FT (14.6 M) SOUTH OF CENTER LINE OF FULBRIGHT ROAD, 41.5 FT
 DO5138'(12.6 M) EAST OF CENTER LINE OF HIGHWAY 64 SPUR, 27.2 FT (8.3 M) SOUTH
 DO5138'EAST OF THE SOUTH END OF A 36 INCH (91 CM) METAL PIPE.
 DO5138'
 DO5138'NOTE-B 333 2011 WAS STAMPED IN THE METAL RIM.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DP6880 ***********************************************************************
 DP6880  DESIGNATION -  B 334
 DP6880  PID         -  DP6880
 DP6880  STATE/COUNTY-  AR/INDEPENDENCE
 DP6880  COUNTRY     -  US
 DP6880  USGS QUAD   -  BATESVILLE (2017)
 DP6880
 DP6880                         *CURRENT SURVEY CONTROL
 DP6880  ______________________________________________________________________
 DP6880* NAD 83(1986) POSITION- 35 45 22.2    (N) 091 38 26.9    (W)   HD_HELD2
 DP6880* NAVD 88 ORTHO HEIGHT -    81.618 (meters)      267.78  (feet) ADJUSTED
 DP6880  ______________________________________________________________________
 DP6880  GEOID HEIGHT    -        -27.575 (meters)                     GEOID18
 DP6880  DYNAMIC HEIGHT  -         81.547 (meters)      267.54  (feet) COMP
 DP6880  MODELED GRAVITY -    979,771.8   (mgal)                       NAVD 88
 DP6880
 DP6880  VERT ORDER      -  SECOND    CLASS I
 DP6880
 DP6880.The horizontal coordinates were established by autonomous hand held GPS
 DP6880.observations and have an estimated accuracy of +/- 10 meters.
 DP6880
 DP6880.The orthometric height was determined by differential leveling and
 DP6880.adjusted by the NATIONAL GEODETIC SURVEY
 DP6880.in October 2015.
 DP6880
 DP6880.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6880.GEOID18 height accuracy estimate available here.
 DP6880
 DP6880.Click photographs - Photos may exist for this station.
 DP6880
 DP6880.The dynamic height is computed by dividing the NAVD 88
 DP6880.geopotential number by the normal gravity value computed on the
 DP6880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6880.degrees latitude (g = 980.6199 gals.).
 DP6880
 DP6880.The modeled gravity was interpolated from observed gravity values.
 DP6880
 DP6880;                    North         East    Units  Estimated Accuracy
 DP6880;SPC AR N     -   157,911.      432,484.      MT  (+/- 10 meters HH2 GPS)
 DP6880
 DP6880_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV2288057756(NAD 83)
 DP6880
 DP6880                          SUPERSEDED SURVEY CONTROL
 DP6880
 DP6880.No superseded survey control is available for this station.
 DP6880
 DP6880_MARKER: DB = BENCH MARK DISK
 DP6880_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP6880_SP_SET: BRIDGE ABUTMENT
 DP6880_STAMPING: B 334 2012
 DP6880_MARK LOGO: ARHD
 DP6880_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6880_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6880_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP6880+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2012
 DP6880
 DP6880  HISTORY     - Date     Condition        Report By
 DP6880  HISTORY     - 20120605 MONUMENTED       ARHD
 DP6880
 DP6880                          STATION DESCRIPTION
 DP6880
 DP6880'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (JDH)
 DP6880'THE STATION IS LOCATED ABOUT 8.8 KM (5.5 MI) NORTHEAST OF JAMESTOWN,
 DP6880'8.3 KM (5.2 MI) NORTH-NORTHWEST OF SALADO AND 1.5 KM (0.9 MI) SOUTH OF
 DP6880'BATESVILLE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DP6880'
 DP6880'TO REACH FROM THE INTERSECTION OF US HIGHWAY 167 AND STATE HIGHWAY 69,
 DP6880'GO SOUTH ON HIGHWAY 167 FOR 0.9 MI (1.4 KM) TO THE STATION ON THE
 DP6880'LEFT, IN THE ABUTMENT OF THE SOUTHEAST CORNER OF THE WHITE RIVER
 DP6880'BRIDGE.
 DP6880'
 DP6880'IT IS 10 FT (3.0 M) NORTH OF GUARD RAIL AND 14 FT (4.3 M) EAST OF THE
 DP6880'CENTERLINE OF HIGHWAY 167.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO7937 ***********************************************************************
 DO7937  DESIGNATION -  B 335
 DO7937  PID         -  DO7937
 DO7937  STATE/COUNTY-  AR/GREENE
 DO7937  COUNTRY     -  US
 DO7937  USGS QUAD   -  PARAGOULD WEST (2017)
 DO7937
 DO7937                         *CURRENT SURVEY CONTROL
 DO7937  ______________________________________________________________________
 DO7937* NAD 83(1986) POSITION- 36 04 07.     (N) 090 36 15.     (W)   SCALED
 DO7937* NAVD 88 ORTHO HEIGHT -   149.814 (meters)      491.51  (feet) ADJUSTED
 DO7937  ______________________________________________________________________
 DO7937  GEOID HEIGHT    -        -28.178 (meters)                     GEOID18
 DO7937  DYNAMIC HEIGHT  -        149.687 (meters)      491.10  (feet) COMP
 DO7937  MODELED GRAVITY -    979,782.2   (mgal)                       NAVD 88
 DO7937
 DO7937  VERT ORDER      -  FIRST     CLASS II
 DO7937
 DO7937.The horizontal coordinates were scaled from a map and have
 DO7937.an estimated accuracy of +/- 6 seconds.
 DO7937
 DO7937.The orthometric height was determined by differential leveling and
 DO7937.adjusted by the NATIONAL GEODETIC SURVEY
 DO7937.in March 2014.
 DO7937
 DO7937.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7937.GEOID18 height accuracy estimate available here.
 DO7937
 DO7937.Click photographs - Photos may exist for this station.
 DO7937
 DO7937.The dynamic height is computed by dividing the NAVD 88
 DO7937.geopotential number by the normal gravity value computed on the
 DO7937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7937.degrees latitude (g = 980.6199 gals.).
 DO7937
 DO7937.The modeled gravity was interpolated from observed gravity values.
 DO7937
 DO7937;                    North         East    Units  Estimated Accuracy
 DO7937;SPC AR N     -   193,410.      525,740.      MT  (+/- 180 meters Scaled)
 DO7937
 DO7937_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV157942(NAD 83)
 DO7937
 DO7937                          SUPERSEDED SURVEY CONTROL
 DO7937
 DO7937.No superseded survey control is available for this station.
 DO7937
 DO7937_MARKER: F = FLANGE-ENCASED ROD
 DO7937_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DO7937_STAMPING: B 335 2012
 DO7937_MARK LOGO: ASSOEN
 DO7937_PROJECTION: RECESSED 3 CENTIMETERS
 DO7937_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO7937_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7937_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7937+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2012
 DO7937_ROD/PIPE-DEPTH: 4.75 meters
 DO7937_SLEEVE-DEPTH  : 1 meters
 DO7937
 DO7937  HISTORY     - Date     Condition        Report By
 DO7937  HISTORY     - 20121025 MONUMENTED       ASSOEN
 DO7937
 DO7937                          STATION DESCRIPTION
 DO7937
 DO7937'DESCRIBED BY ASSOCIATED ENGINEERING 2012 (MPM)
 DO7937'THE MARK IS LOCATED ABOUT 13.5 KM (8.4 MI) NORTHEAST OF LORADO, 9.5 KM
 DO7937'(5.9 MI) WEST OF PARAGOULD AND 6.7 KM (4.2 MI) EAST-NORTHEAST OF
 DO7937'WALCOTT.
 DO7937'
 DO7937'TO REACH FROM THE INTERSECTION OF HIGHWAY 412 WEST AND HIGHWAY 49Y
 DO7937'NORTH IN PARAGOULD, ARKANSAS, HEAD WEST ON HIGHWAY 412 FOR 5.30 MI
 DO7937'(8.5 KM) TO THE MARK ON THE LEFT.
 DO7937'
 DO7937'IT IS 27.27 M (89.5 FT) NORTHWEST OF A LIGHT POLE, 24.60 M (80.7 FT)
 DO7937'EAST OF THE CENTERLINE OF GREENE COUNTY ROAD 718 AND.55 M EAST OF A
 DO7937'POWER POLE.
 DO7937'
 DO7937'NOTE-ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH (13 CM) LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO8361 ***********************************************************************
 DO8361  DESIGNATION -  B 337
 DO8361  PID         -  DO8361
 DO8361  STATE/COUNTY-  AR/MILLER
 DO8361  COUNTRY     -  US
 DO8361  USGS QUAD   -  FULTON (2017)
 DO8361
 DO8361                         *CURRENT SURVEY CONTROL
 DO8361  ______________________________________________________________________
 DO8361* NAD 83(1986) POSITION- 33 36 23.8    (N) 093 49 00.3    (W)   HD_HELD2
 DO8361* NAVD 88 ORTHO HEIGHT -    84.728 (meters)      277.98  (feet) ADJUSTED
 DO8361  ______________________________________________________________________
 DO8361  GEOID HEIGHT    -        -27.045 (meters)                     GEOID18
 DO8361  DYNAMIC HEIGHT  -         84.639 (meters)      277.69  (feet) COMP
 DO8361  MODELED GRAVITY -    979,586.3   (mgal)                       NAVD 88
 DO8361
 DO8361  VERT ORDER      -  SECOND    CLASS I
 DO8361
 DO8361.The horizontal coordinates were established by autonomous hand held GPS
 DO8361.observations and have an estimated accuracy of +/- 10 meters.
 DO8361
 DO8361.The orthometric height was determined by differential leveling and
 DO8361.adjusted by the NATIONAL GEODETIC SURVEY
 DO8361.in February 2014.
 DO8361
 DO8361.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8361.GEOID18 height accuracy estimate available here.
 DO8361
 DO8361.Click photographs - Photos may exist for this station.
 DO8361
 DO8361.The dynamic height is computed by dividing the NAVD 88
 DO8361.geopotential number by the normal gravity value computed on the
 DO8361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8361.degrees latitude (g = 980.6199 gals.).
 DO8361
 DO8361.The modeled gravity was interpolated from observed gravity values.
 DO8361
 DO8361;                    North         East    Units  Estimated Accuracy
 DO8361;SPC AR S     -   505,748.      231,408.      MT  (+/- 10 meters HH2 GPS)
 DO8361
 DO8361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT2422718838(NAD 83)
 DO8361
 DO8361                          SUPERSEDED SURVEY CONTROL
 DO8361
 DO8361.No superseded survey control is available for this station.
 DO8361
 DO8361_MARKER: DB = BENCH MARK DISK
 DO8361_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO8361_SP_SET: BRIDGE
 DO8361_STAMPING: B 337 2013
 DO8361_MARK LOGO: ARHD
 DO8361_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO8361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8361_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO8361+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2013
 DO8361
 DO8361  HISTORY     - Date     Condition        Report By
 DO8361  HISTORY     - 20130325 MONUMENTED       ARHD
 DO8361
 DO8361                          STATION DESCRIPTION
 DO8361
 DO8361'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (JDH)
 DO8361'THE STATION IS LOCATED ABOUT 9.1 KM (5.7 MI) WEST-SOUTHWEST OF
 DO8361'SHEPPARD, 6.2 KM (3.9 MI) SOUTH-SOUTHEAST OF MCNAB AND IN THE TOWN OF
 DO8361'FULTON, AR.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DO8361'
 DO8361'TO REACH FROM THE INTERSECTION OF HIGHWAY 355 AND HIGHWAY 67, GO SOUTH
 DO8361'ON HIGHWAY 67 FOR 0.4 MI (0.6 KM) TO THE STATION ON THE RIGHT, IN THE
 DO8361'SOUTHWEST CORNER OF THE BRIDGE.
 DO8361'
 DO8361'IT IS 27.2 M (89.2 FT) SOUTH OF A FIBER OPTIC MARKER, 6.2 M (20.3 FT)
 DO8361'NORTHWEST OF THE CENTERLINE OF HIGHWAY 67 AND 2.6 M (8.5 FT) NORTHEAST
 DO8361'OF A DROP INLET.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO9601 ***********************************************************************
 DO9601  DESIGNATION -  B 338
 DO9601  PID         -  DO9601
 DO9601  STATE/COUNTY-  AR/OUACHITA
 DO9601  COUNTRY     -  US
 DO9601  USGS QUAD   -  CAMDEN SW (2017)
 DO9601
 DO9601                         *CURRENT SURVEY CONTROL
 DO9601  ______________________________________________________________________
 DO9601* NAD 83(1986) POSITION- 33 32 40.03   (N) 092 52 57.00   (W)   HD_HELD1
 DO9601* NAVD 88 ORTHO HEIGHT -    46.939 (meters)      154.00  (feet) ADJUSTED
 DO9601  ______________________________________________________________________
 DO9601  GEOID HEIGHT    -        -26.315 (meters)                     GEOID18
 DO9601  DYNAMIC HEIGHT  -         46.890 (meters)      153.84  (feet) COMP
 DO9601  MODELED GRAVITY -    979,596.6   (mgal)                       NAVD 88
 DO9601
 DO9601  VERT ORDER      -  FIRST     CLASS II
 DO9601
 DO9601.The horizontal coordinates were determined by differentially corrected
 DO9601.hand held GPS observations or other comparable positioning techniques
 DO9601.and have an estimated accuracy of +/- 3 meters.
 DO9601
 DO9601.The orthometric height was determined by differential leveling and
 DO9601.adjusted by the NATIONAL GEODETIC SURVEY
 DO9601.in March 2014.
 DO9601
 DO9601.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9601.GEOID18 height accuracy estimate available here.
 DO9601
 DO9601.Click photographs - Photos may exist for this station.
 DO9601
 DO9601.The dynamic height is computed by dividing the NAVD 88
 DO9601.geopotential number by the normal gravity value computed on the
 DO9601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9601.degrees latitude (g = 980.6199 gals.).
 DO9601
 DO9601.The modeled gravity was interpolated from observed gravity values.
 DO9601
 DO9601;                    North         East    Units  Estimated Accuracy
 DO9601;SPC AR S     -   497,711.0     318,042.5     MT  (+/- 3 meters HH1 GPS) 
 DO9601
 DO9601_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT1090811653(NAD 83)
 DO9601
 DO9601                          SUPERSEDED SURVEY CONTROL
 DO9601
 DO9601.No superseded survey control is available for this station.
 DO9601
 DO9601_MARKER: F = FLANGE-ENCASED ROD
 DO9601_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DO9601_STAMPING: B 338 2013
 DO9601_MARK LOGO: ARHD
 DO9601_PROJECTION: FLUSH
 DO9601_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DO9601_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9601_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9601+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2013
 DO9601_ROD/PIPE-DEPTH: 10.5 meters
 DO9601_SLEEVE-DEPTH  : 0.9 meters
 DO9601
 DO9601  HISTORY     - Date     Condition        Report By
 DO9601  HISTORY     - 20130515 MONUMENTED       ARHD
 DO9601
 DO9601                          STATION DESCRIPTION
 DO9601
 DO9601'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (JDH)
 DO9601'THE STATION IS LOCATED ABOUT 15.0 KM (9.3 MI) WEST-SOUTHWEST OF EAST
 DO9601'CAMDEN, 9.3 KM (5.8 MI) NORTHEAST OF BUENA VISTA AND 6.3 KM (3.9 MI)
 DO9601'SOUTHWEST OF CAMDEN.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DO9601'
 DO9601'TO REACH FROM THE INTERSECTION OF HIGHWAY 79 AND HIGHWAY 278, GO SOUTH
 DO9601'ON HIGHWAY 79 FOR 3.2 MI (5.1 KM) TO THE STATION ON THE LEFT.
 DO9601'
 DO9601'IT IS 101 FT (30.8 M) SOUTH OF THE CENTERLINE OF HIGHWAY 79, 36 FT
 DO9601'(11.0 M) SOUTHWEST OF A BRICK SIGN SAYING DISTRICT 7 HEADQUARTERS AND
 DO9601'35 FT (10.7 M) NORTH OF A DROP INLET MANHOLE.
 DO9601'
 DO9601'NOTE-ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH (13 CM) LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GG0097 ***********************************************************************
 GG0097  DESIGNATION -  B 34
 GG0097  PID         -  GG0097
 GG0097  STATE/COUNTY-  AR/BENTON
 GG0097  COUNTRY     -  US
 GG0097  USGS QUAD   -  BENTONVILLE SOUTH (2017)
 GG0097
 GG0097                         *CURRENT SURVEY CONTROL
 GG0097  ______________________________________________________________________
 GG0097* NAD 83(1986) POSITION- 36 20 59.     (N) 094 08 36.     (W)   SCALED
 GG0097* NAVD 88 ORTHO HEIGHT -   402.304 (meters)     1319.89  (feet) ADJUSTED
 GG0097  ______________________________________________________________________
 GG0097  GEOID HEIGHT    -        -28.161 (meters)                     GEOID18
 GG0097  DYNAMIC HEIGHT  -        401.950 (meters)     1318.73  (feet) COMP
 GG0097  MODELED GRAVITY -    979,740.3   (mgal)                       NAVD 88
 GG0097
 GG0097  VERT ORDER      -  SECOND    CLASS 0
 GG0097
 GG0097.The horizontal coordinates were scaled from a map and have
 GG0097.an estimated accuracy of +/- 6 seconds.
 GG0097
 GG0097.The orthometric height was determined by differential leveling and
 GG0097.adjusted by the NATIONAL GEODETIC SURVEY
 GG0097.in June 1991.
 GG0097
 GG0097.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0097.GEOID18 height accuracy estimate available here.
 GG0097
 GG0097.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA974233(NAD 83)
 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
 GG0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0097.See file dsdata.pdf to determine how the superseded data were derived.
 GG0097
 GG0097_MARKER: DB = BENCH MARK DISK
 GG0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0097_STAMPING: B 34 1934
 GG0097_MARK LOGO: CGS
 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   CGS
 GG0097
 GG0097                          STATION DESCRIPTION
 GG0097
 GG0097'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FF1616 ***********************************************************************
 FF1616  DESIGNATION -  B 34
 FF1616  PID         -  FF1616
 FF1616  STATE/COUNTY-  AR/INDEPENDENCE
 FF1616  COUNTRY     -  US
 FF1616  USGS QUAD   -  CAVE CITY (2017)
 FF1616
 FF1616                         *CURRENT SURVEY CONTROL
 FF1616  ______________________________________________________________________
 FF1616* NAD 83(1986) POSITION- 35 53 45.     (N) 091 33 23.     (W)   SCALED
 FF1616* NAVD 88 ORTHO HEIGHT -   183.338 (meters)      601.50  (feet) ADJUSTED
 FF1616  ______________________________________________________________________
 FF1616  GEOID HEIGHT    -        -27.789 (meters)                     GEOID18
 FF1616  DYNAMIC HEIGHT  -        183.178 (meters)      600.98  (feet) COMP
 FF1616  MODELED GRAVITY -    979,757.8   (mgal)                       NAVD 88
 FF1616
 FF1616  VERT ORDER      -  SECOND    CLASS 0
 FF1616
 FF1616.The horizontal coordinates were scaled from a map and have
 FF1616.an estimated accuracy of +/- 6 seconds.
 FF1616
 FF1616.The orthometric height was determined by differential leveling and
 FF1616.adjusted by the NATIONAL GEODETIC SURVEY
 FF1616.in June 1991.
 FF1616
 FF1616.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1616.GEOID18 height accuracy estimate available here.
 FF1616
 FF1616.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV302733(NAD 83)
 FF1616
 FF1616                          SUPERSEDED SURVEY CONTROL
 FF1616
 FF1616  NGVD 29 (11/26/84)  183.259  (m)          601.24   (f) ADJUSTED    2 0
 FF1616
 FF1616.Superseded values are not recommended for survey control.
 FF1616
 FF1616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1616.See file dsdata.pdf to determine how the superseded data were derived.
 FF1616
 FF1616_MARKER: DD = SURVEY DISK
 FF1616_STAMPING: B 34 1934
 FF1616_MARK LOGO: CGS+SS
 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 = MARCH 20, 2026 22:17:28 EDT
 DP5078 ***********************************************************************
 DP5078  DESIGNATION -  B 340
 DP5078  PID         -  DP5078
 DP5078  STATE/COUNTY-  AR/SALINE
 DP5078  COUNTRY     -  US
 DP5078  USGS QUAD   -  HASKELL (2017)
 DP5078
 DP5078                         *CURRENT SURVEY CONTROL
 DP5078  ______________________________________________________________________
 DP5078* NAD 83(1986) POSITION- 34 33 15.2    (N) 092 37 43.7    (W)   HD_HELD2
 DP5078* NAVD 88 ORTHO HEIGHT -    88.071 (meters)      288.95  (feet) ADJUSTED
 DP5078  ______________________________________________________________________
 DP5078  GEOID HEIGHT    -        -26.450 (meters)                     GEOID18
 DP5078  DYNAMIC HEIGHT  -         87.989 (meters)      288.68  (feet) COMP
 DP5078  MODELED GRAVITY -    979,701.4   (mgal)                       NAVD 88
 DP5078
 DP5078  VERT ORDER      -  SECOND    CLASS I
 DP5078
 DP5078.The horizontal coordinates were established by autonomous hand held GPS
 DP5078.observations and have an estimated accuracy of +/- 10 meters.
 DP5078
 DP5078.The orthometric height was determined by differential leveling and
 DP5078.adjusted by the NATIONAL GEODETIC SURVEY
 DP5078.in December 2014.
 DP5078
 DP5078.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5078.GEOID18 height accuracy estimate available here.
 DP5078
 DP5078.Click photographs - Photos may exist for this station.
 DP5078
 DP5078.The dynamic height is computed by dividing the NAVD 88
 DP5078.geopotential number by the normal gravity value computed on the
 DP5078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5078.degrees latitude (g = 980.6199 gals.).
 DP5078
 DP5078.The modeled gravity was interpolated from observed gravity values.
 DP5078
 DP5078;                    North         East    Units  Estimated Accuracy
 DP5078;SPC AR S     -   609,534.      342,291.      MT  (+/- 10 meters HH2 GPS)
 DP5078
 DP5078_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU3405423672(NAD 83)
 DP5078
 DP5078                          SUPERSEDED SURVEY CONTROL
 DP5078
 DP5078.No superseded survey control is available for this station.
 DP5078
 DP5078_MARKER: DB = BENCH MARK DISK
 DP5078_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DP5078_SP_SET: HEADWALL
 DP5078_STAMPING: B 340 2014
 DP5078_MARK LOGO: ARHD
 DP5078_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP5078+STABILITY: SURFACE MOTION
 DP5078_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP5078+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2014
 DP5078
 DP5078  HISTORY     - Date     Condition        Report By
 DP5078  HISTORY     - 20140618 MONUMENTED       ARHD
 DP5078
 DP5078                          STATION DESCRIPTION
 DP5078
 DP5078'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (JDH)
 DP5078'THE STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) NORTH OF TRASKWOOD, 3.7
 DP5078'MI (6.0 KM) NORTH OF HASKELL AND 2.5 MI (4.0 KM) WEST-SOUTHWEST OF
 DP5078'BENTON.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DP5078'
 DP5078'TO REACH FROM THE INTERSECTION OF I-30 AND HIGHWAY 229, GO NORTH ON
 DP5078'HIGHWAY 229 FOR 0.65 MI (1.0 KM) TO THE STATION ON THE RIGHT IN THE
 DP5078'NORTH SIDE OF THE WEST HEADWALL.
 DP5078'
 DP5078'IT IS 20 FT (6.1 M) EAST OF THE HIGHWAY 229 CENTERLINE AND 24 FT (7.3
 DP5078'M) WEST OF A FENCE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DP6894 ***********************************************************************
 DP6894  DESIGNATION -  B 341
 DP6894  PID         -  DP6894
 DP6894  STATE/COUNTY-  AR/WHITE
 DP6894  COUNTRY     -  US
 DP6894  USGS QUAD   -  BALD KNOB (2017)
 DP6894
 DP6894                         *CURRENT SURVEY CONTROL
 DP6894  ______________________________________________________________________
 DP6894* NAD 83(2011) POSITION- 35 18 52.28685(N) 091 33 52.33473(W)   ADJUSTED
 DP6894* NAD 83(2011) ELLIP HT-    47.616 (meters)        (05/19/19)   ADJUSTED
 DP6894* NAD 83(2011) EPOCH   -  2010.00
 DP6894* NAVD 88 ORTHO HEIGHT -    74.931 (meters)      245.84  (feet) ADJUSTED
 DP6894  ______________________________________________________________________
 DP6894  GEOID HEIGHT    -        -27.319 (meters)                     GEOID18
 DP6894  NAD 83(2011) X  -   -142,258.474 (meters)                     COMP
 DP6894  NAD 83(2011) Y  - -5,208,430.338 (meters)                     COMP
 DP6894  NAD 83(2011) Z  -  3,666,423.170 (meters)                     COMP
 DP6894  LAPLACE CORR    -         -0.35  (seconds)                    DEFLEC18
 DP6894  DYNAMIC HEIGHT  -         74.865 (meters)      245.62  (feet) COMP
 DP6894  MODELED GRAVITY -    979,745.9   (mgal)                       NAVD 88
 DP6894
 DP6894  VERT ORDER      -  SECOND    CLASS I
 DP6894
 DP6894  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP6894  Standards:
 DP6894         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP6894            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP6894  -------------------------------------------------------------------
 DP6894  NETWORK    0.77   1.37           0.38   0.18   0.70     -0.01266243
 DP6894  -------------------------------------------------------------------
 DP6894  Click here for local accuracies and other accuracy information.
 DP6894
 DP6894.The horizontal coordinates were established by GPS observations
 DP6894.and adjusted by the ARKANSAS DEPT OF TRANS in May 2019.
 DP6894
 DP6894.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP6894.been affixed to the stable North American tectonic plate. See 
 DP6894.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP6894
 DP6894.The horizontal coordinates are valid at the epoch date displayed above
 DP6894.which is a decimal equivalence of Year/Month/Day.
 DP6894
 DP6894.The orthometric height was determined by differential leveling and
 DP6894.adjusted by the NATIONAL GEODETIC SURVEY
 DP6894.in October 2015.
 DP6894
 DP6894.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6894.GEOID18 height accuracy estimate available here.
 DP6894
 DP6894.Click photographs - Photos may exist for this station.
 DP6894
 DP6894.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP6894
 DP6894.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP6894
 DP6894.The ellipsoidal height was determined by GPS observations
 DP6894.and is referenced to NAD 83.
 DP6894
 DP6894.The dynamic height is computed by dividing the NAVD 88
 DP6894.geopotential number by the normal gravity value computed on the
 DP6894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6894.degrees latitude (g = 980.6199 gals.).
 DP6894
 DP6894.The modeled gravity was interpolated from observed gravity values.
 DP6894
 DP6894. The following values were computed from the NAD 83(2011) position.
 DP6894
 DP6894;                    North         East     Units Scale Factor Converg.
 DP6894;SPC AR N     -   108,942.131   439,597.640   MT  0.99994695   +0 15 12.2
 DP6894;SPC AR N     -   357,420.97  1,442,246.59   sFT  0.99994695   +0 15 12.2
 DP6894;UTM  15      - 3,908,868.530   630,489.704   MT  0.99980984   +0 49 47.7
 DP6894
 DP6894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP6894!SPC AR N     -   0.99999253  x   0.99994695  =   0.99993948
 DP6894!UTM  15      -   0.99999253  x   0.99980984  =   0.99980237
 DP6894
 DP6894_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV3048908868(NAD 83)
 DP6894
 DP6894                          SUPERSEDED SURVEY CONTROL
 DP6894
 DP6894.No superseded survey control is available for this station.
 DP6894
 DP6894_MARKER: DB = BENCH MARK DISK
 DP6894_SETTING: 66 = SET IN ROCK OUTCROP
 DP6894_STAMPING: B 341 2014
 DP6894_MARK LOGO: ARHD
 DP6894_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DP6894_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DP6894+STABILITY: POSITION/ELEVATION WELL
 DP6894_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6894+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2018
 DP6894
 DP6894  HISTORY     - Date     Condition        Report By
 DP6894  HISTORY     - 20140903 MONUMENTED       ARHD
 DP6894  HISTORY     - 20180820 GOOD             ARHD
 DP6894
 DP6894                          STATION DESCRIPTION
 DP6894
 DP6894'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (JDH)
 DP6894'THE STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) SOUTH OF VELVET RIDGE,
 DP6894'5.2 MI (8.4 KM) NORTHEAST OF JUDSONIA AND IN THE TOWN OF BALD KNOB,
 DP6894'AR.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DP6894'
 DP6894'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 367 AND US HIGHWAY 64,
 DP6894'AT THAT INTERSECTION NEAREST TO HIGHWAY 367.
 DP6894'
 DP6894'THE MARK IS A 2.0 FT (0.6 M) STAINLESS STEEL ROD WITH A DISK ATTACHED
 DP6894'DRIVEN INTO BEDROCK SURROUNDED BY CONCRETE.
 DP6894'
 DP6894'IT IS 96 FT (29.3 M) SOUTH OF HIGHWAY 64 CENTERLINE, 65 FT (19.8 M)
 DP6894'WEST OF A 44 INCH (112 CM) CORRUGATED METAL PIPE, 39 FT (11.9 M) EAST
 DP6894'OF HIGHWAY 367 CENTERLINE AND 1 FT (0.3 M) WEST OF A WITNESS POST.
 DP6894
 DP6894                          STATION RECOVERY (2018)
 DP6894
 DP6894'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (BAB)
 DP6894'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DP6918 ***********************************************************************
 DP6918  DESIGNATION -  B 342
 DP6918  PID         -  DP6918
 DP6918  STATE/COUNTY-  AR/INDEPENDENCE
 DP6918  COUNTRY     -  US
 DP6918  USGS QUAD   -  SALADO (2017)
 DP6918
 DP6918                         *CURRENT SURVEY CONTROL
 DP6918  ______________________________________________________________________
 DP6918* NAD 83(1986) POSITION- 35 37 37.2    (N) 091 36 22.6    (W)   HD_HELD2
 DP6918* NAVD 88 ORTHO HEIGHT -    90.372 (meters)      296.50  (feet) ADJUSTED
 DP6918  ______________________________________________________________________
 DP6918  GEOID HEIGHT    -        -27.376 (meters)                     GEOID18
 DP6918  DYNAMIC HEIGHT  -         90.293 (meters)      296.24  (feet) COMP
 DP6918  MODELED GRAVITY -    979,760.6   (mgal)                       NAVD 88
 DP6918
 DP6918  VERT ORDER      -  SECOND    CLASS I
 DP6918
 DP6918.The horizontal coordinates were established by autonomous hand held GPS
 DP6918.observations and have an estimated accuracy of +/- 10 meters.
 DP6918
 DP6918.The orthometric height was determined by differential leveling and
 DP6918.adjusted by the NATIONAL GEODETIC SURVEY
 DP6918.in October 2015.
 DP6918
 DP6918.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6918.GEOID18 height accuracy estimate available here.
 DP6918
 DP6918.Click photographs - Photos may exist for this station.
 DP6918
 DP6918.The dynamic height is computed by dividing the NAVD 88
 DP6918.geopotential number by the normal gravity value computed on the
 DP6918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6918.degrees latitude (g = 980.6199 gals.).
 DP6918
 DP6918.The modeled gravity was interpolated from observed gravity values.
 DP6918
 DP6918;                    North         East    Units  Estimated Accuracy
 DP6918;SPC AR N     -   143,593.      435,663.      MT  (+/- 10 meters HH2 GPS)
 DP6918
 DP6918_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV2620543472(NAD 83)
 DP6918
 DP6918                          SUPERSEDED SURVEY CONTROL
 DP6918
 DP6918.No superseded survey control is available for this station.
 DP6918
 DP6918_MARKER: DB = BENCH MARK DISK
 DP6918_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DP6918_SP_SET: HEADWALL
 DP6918_STAMPING: B 342 2104
 DP6918_MARK LOGO: ARHD
 DP6918_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP6918+STABILITY: SURFACE MOTION
 DP6918_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6918+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2014
 DP6918
 DP6918  HISTORY     - Date     Condition        Report By
 DP6918  HISTORY     - 20141029 MONUMENTED       ARHD
 DP6918
 DP6918                          STATION DESCRIPTION
 DP6918
 DP6918'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (JDH)
 DP6918'THE STATION IS LOCATED ABOUT 5.4 MI (8.7 KM) NORTH-NORTHEAST OF
 DP6918'PLEASANT PLAINS, 4.5 MI (7.2 KM) SOUTH OF SALADO AND IN THE TOWN OF
 DP6918'HUFF, AR.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DP6918'
 DP6918'TO REACH FROM THE INTERSECTION OF US HIGHWAY 167 AND STATE HIGHWAY
 DP6918'157, GO NORTH ON HIGHWAY 167 FOR 5.1 MI (8.2 KM) TO THE STATION ON THE
 DP6918'LEFT, IN THE SOUTH END OF THE WEST HEADWALL.
 DP6918'
 DP6918'IT IS 21 FT (6.4 M) SOUTH OF THE CENTER OF THE CREEK, 72 FT (21.9 M)
 DP6918'NORTHEAST OF A R/W MONUMENT AND 106 FT (32.3 M) WEST OF HIGHWAY 167
 DP6918'CENTERLINE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ4454 ***********************************************************************
 DQ4454  DESIGNATION -  B 343
 DQ4454  PID         -  DQ4454
 DQ4454  STATE/COUNTY-  AR/JEFFERSON
 DQ4454  COUNTRY     -  US
 DQ4454  USGS QUAD   -  LADD (2017)
 DQ4454
 DQ4454                         *CURRENT SURVEY CONTROL
 DQ4454  ______________________________________________________________________
 DQ4454* NAD 83(1986) POSITION- 34 11 35.4    (N) 091 54 57.1    (W)   HD_HELD2
 DQ4454* NAVD 88 ORTHO HEIGHT -    62.239 (meters)      204.20  (feet) ADJUSTED
 DQ4454  ______________________________________________________________________
 DQ4454  GEOID HEIGHT    -        -25.964 (meters)                     GEOID18
 DQ4454  DYNAMIC HEIGHT  -         62.179 (meters)      204.00  (feet) COMP
 DQ4454  MODELED GRAVITY -    979,666.0   (mgal)                       NAVD 88
 DQ4454
 DQ4454  VERT ORDER      -  FIRST     CLASS II
 DQ4454
 DQ4454.The horizontal coordinates were established by autonomous hand held GPS
 DQ4454.observations and have an estimated accuracy of +/- 10 meters.
 DQ4454
 DQ4454.The orthometric height was determined by differential leveling and
 DQ4454.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4454.in February 2017.
 DQ4454
 DQ4454.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4454.GEOID18 height accuracy estimate available here.
 DQ4454
 DQ4454.Click photographs - Photos may exist for this station.
 DQ4454
 DQ4454.The dynamic height is computed by dividing the NAVD 88
 DQ4454.geopotential number by the normal gravity value computed on the
 DQ4454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4454.degrees latitude (g = 980.6199 gals.).
 DQ4454
 DQ4454.The modeled gravity was interpolated from observed gravity values.
 DQ4454
 DQ4454;                    North         East    Units  Estimated Accuracy
 DQ4454;SPC AR S     -   569,311.      407,755.      MT  (+/- 10 meters HH2 GPS)
 DQ4454
 DQ4454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT9989284105(NAD 83)
 DQ4454
 DQ4454                          SUPERSEDED SURVEY CONTROL
 DQ4454
 DQ4454.No superseded survey control is available for this station.
 DQ4454
 DQ4454_MARKER: DB = BENCH MARK DISK
 DQ4454_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DQ4454_SP_SET: LOADING RAMP
 DQ4454_STAMPING: B 343 2015
 DQ4454_MARK LOGO: ARHD
 DQ4454_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ4454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ4454+STABILITY: SURFACE MOTION
 DQ4454_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4454+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2015
 DQ4454
 DQ4454  HISTORY     - Date     Condition        Report By
 DQ4454  HISTORY     - 20150616 MONUMENTED       ARHD
 DQ4454
 DQ4454                          STATION DESCRIPTION
 DQ4454
 DQ4454'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 DQ4454'THE STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) SOUTH OF ROB ROY, 5.6 MI
 DQ4454'(9.0 KM) EAST-SOUTHEAST OF PINE BLUFF AND 3.6 MI (5.8 KM) NORTH OF
 DQ4454'LADD.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ4454'
 DQ4454'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65, US HIGHWAY 425 AND
 DQ4454'STATE HIGHWAY 81, GO EAST ON HIGHWAY 65 FOR 0.3 MI (0.5 KM) THEN TURN
 DQ4454'RIGHT AND AT THE FIRST ENTRANCE TO THE DISTRICT 2 HEADQUARTERS AND GO
 DQ4454'SOUTH FOR 0.1 MI (0.2 KM) TO THE STATION ON THE LEFT, IN THE EAST
 DQ4454'LEDGE OF A CONCRETE LOADING RAMP.
 DQ4454'
 DQ4454'IT IS 100 FT (30.5 M) SOUTH OF THE SOUTHWEST CORNER OF THE AHTD REPAIR
 DQ4454'SHOP, 47 FT (14.3 M) EAST OF A 16 INCH (41 CM) PINE AND 17 FT (5.2 M)
 DQ4454'WEST OF SEWER FILTER SYSTEM.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ3501 ***********************************************************************
 DQ3501  DESIGNATION -  B 344
 DQ3501  PID         -  DQ3501
 DQ3501  STATE/COUNTY-  AR/VAN BUREN
 DQ3501  COUNTRY     -  US
 DQ3501  USGS QUAD   -  BEE BRANCH (2017)
 DQ3501
 DQ3501                         *CURRENT SURVEY CONTROL
 DQ3501  ______________________________________________________________________
 DQ3501* NAD 83(1986) POSITION- 35 29 16.8    (N) 092 25 39.9    (W)   HD_HELD2
 DQ3501* NAVD 88 ORTHO HEIGHT -   290.467 (meters)      952.97  (feet) ADJUSTED
 DQ3501  ______________________________________________________________________
 DQ3501  GEOID HEIGHT    -        -27.932 (meters)                     GEOID18
 DQ3501  DYNAMIC HEIGHT  -        290.195 (meters)      952.08  (feet) COMP
 DQ3501  MODELED GRAVITY -    979,688.5   (mgal)                       NAVD 88
 DQ3501
 DQ3501  VERT ORDER      -  SECOND    CLASS I
 DQ3501
 DQ3501.The horizontal coordinates were established by autonomous hand held GPS
 DQ3501.observations and have an estimated accuracy of +/- 10 meters.
 DQ3501
 DQ3501.The orthometric height was determined by differential leveling and
 DQ3501.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3501.in January 2017.
 DQ3501
 DQ3501.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3501.GEOID18 height accuracy estimate available here.
 DQ3501
 DQ3501.Click photographs - Photos may exist for this station.
 DQ3501
 DQ3501.The dynamic height is computed by dividing the NAVD 88
 DQ3501.geopotential number by the normal gravity value computed on the
 DQ3501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3501.degrees latitude (g = 980.6199 gals.).
 DQ3501
 DQ3501.The modeled gravity was interpolated from observed gravity values.
 DQ3501
 DQ3501;                    North         East    Units  Estimated Accuracy
 DQ3501;SPC AR N     -   128,185.      361,187.      MT  (+/- 10 meters HH2 GPS)
 DQ3501
 DQ3501_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV5190727313(NAD 83)
 DQ3501
 DQ3501                          SUPERSEDED SURVEY CONTROL
 DQ3501
 DQ3501.No superseded survey control is available for this station.
 DQ3501
 DQ3501_MARKER: DB = BENCH MARK DISK
 DQ3501_SETTING: 66 = SET IN ROCK OUTCROP
 DQ3501_STAMPING: B 344 2015
 DQ3501_MARK LOGO: ARHD
 DQ3501_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ3501_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DQ3501+STABILITY: POSITION/ELEVATION WELL
 DQ3501_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ3501+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2015
 DQ3501
 DQ3501  HISTORY     - Date     Condition        Report By
 DQ3501  HISTORY     - 20150908 MONUMENTED       ARHD
 DQ3501
 DQ3501                          STATION DESCRIPTION
 DQ3501
 DQ3501'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 DQ3501'THE STATION IS LOCATED ABOUT 5.1 MI (8.2 KM) WEST-NORTHWEST OF
 DQ3501'MORGANTON, 4.9 MI (7.9 KM) EAST-NORTHEAST OF FORMOSA AND 3.2 MI (5.1
 DQ3501'KM) NORTHWEST OF BEE BRANCH.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ3501'
 DQ3501'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 92,
 DQ3501'GO NORTH ON HIGHWAY 65 FOR 3.2 MI (5.1 KM) TO THE STATION ON THE
 DQ3501'RIGHT, IN A 5X7' ROCK OUTCROP.
 DQ3501'
 DQ3501'IT IS 90 FT (27.4 M) EAST OF HIGHWAY 65 CENTERLINE, 46 FT (14.0 M)
 DQ3501'SOUTH OF AN ASPHALT DRIVE AND 7 FT (2.1 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ3535 ***********************************************************************
 DQ3535  DESIGNATION -  B 345
 DQ3535  PID         -  DQ3535
 DQ3535  STATE/COUNTY-  AR/VAN BUREN
 DQ3535  COUNTRY     -  US
 DQ3535  USGS QUAD   -  BOTKINBURG (2017)
 DQ3535
 DQ3535                         *CURRENT SURVEY CONTROL
 DQ3535  ______________________________________________________________________
 DQ3535* NAD 83(1986) POSITION- 35 41 17.3    (N) 092 30 28.3    (W)   HD_HELD2
 DQ3535* NAVD 88 ORTHO HEIGHT -   427.283 (meters)     1401.84  (feet) ADJUSTED
 DQ3535  ______________________________________________________________________
 DQ3535  GEOID HEIGHT    -        -27.878 (meters)                     GEOID18
 DQ3535  DYNAMIC HEIGHT  -        426.881 (meters)     1400.53  (feet) COMP
 DQ3535  MODELED GRAVITY -    979,677.7   (mgal)                       NAVD 88
 DQ3535
 DQ3535  VERT ORDER      -  SECOND    CLASS I
 DQ3535
 DQ3535.The horizontal coordinates were established by autonomous hand held GPS
 DQ3535.observations and have an estimated accuracy of +/- 10 meters.
 DQ3535
 DQ3535.The orthometric height was determined by differential leveling and
 DQ3535.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3535.in January 2017.
 DQ3535
 DQ3535.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3535.GEOID18 height accuracy estimate available here.
 DQ3535
 DQ3535.Click photographs - Photos may exist for this station.
 DQ3535
 DQ3535.The dynamic height is computed by dividing the NAVD 88
 DQ3535.geopotential number by the normal gravity value computed on the
 DQ3535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3535.degrees latitude (g = 980.6199 gals.).
 DQ3535
 DQ3535.The modeled gravity was interpolated from observed gravity values.
 DQ3535
 DQ3535;                    North         East    Units  Estimated Accuracy
 DQ3535;SPC AR N     -   150,423.      354,033.      MT  (+/- 10 meters HH2 GPS)
 DQ3535
 DQ3535_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV4452949470(NAD 83)
 DQ3535
 DQ3535                          SUPERSEDED SURVEY CONTROL
 DQ3535
 DQ3535.No superseded survey control is available for this station.
 DQ3535
 DQ3535_MARKER: DB = BENCH MARK DISK
 DQ3535_SETTING: 66 = SET IN ROCK OUTCROP
 DQ3535_STAMPING: B 345 2015
 DQ3535_MARK LOGO: ARHD
 DQ3535_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ3535_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DQ3535+STABILITY: POSITION/ELEVATION WELL
 DQ3535_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ3535+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2015
 DQ3535
 DQ3535  HISTORY     - Date     Condition        Report By
 DQ3535  HISTORY     - 20151022 MONUMENTED       ARHD
 DQ3535
 DQ3535                          STATION DESCRIPTION
 DQ3535
 DQ3535'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 DQ3535'THE STATION IS LOCATED ABOUT 7.2 MI (11.6 KM) NORTH-NORTHWEST OF
 DQ3535'CLINTON, 5.9 MI (9.5 KM) WEST-SOUTHWEST OF OLD LEXINGTON AND 0.9 MI
 DQ3535'(1.4 KM) SOUTHEAST OF BOTKINBURG.  OWNERSHIP--DON KEATHLEY.
 DQ3535'
 DQ3535'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 110,
 DQ3535'GO SOUTH ON HIGHWAY 110 FOR 0.7 MI (1.1 KM) TO THE STATION ON THE
 DQ3535'LEFT, IN A 6X9' ROCK OUTCROP.
 DQ3535'
 DQ3535'IT IS 125 FT (38.1 M) EAST OF THE OLD HIGHWAY 65 CENTERLINE, 83 FT
 DQ3535'(25.3 M) NORTHEAST OF A FIRE HYDRANT AND 9 FT (2.7 M) EAST OF A
 DQ3535'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ3561 ***********************************************************************
 DQ3561  DESIGNATION -  B 346
 DQ3561  PID         -  DQ3561
 DQ3561  STATE/COUNTY-  AR/SEARCY
 DQ3561  COUNTRY     -  US
 DQ3561  USGS QUAD   -  HARRIET (2017)
 DQ3561
 DQ3561                         *CURRENT SURVEY CONTROL
 DQ3561  ______________________________________________________________________
 DQ3561* NAD 83(1986) POSITION- 35 53 43.4    (N) 092 36 52.6    (W)   HD_HELD2
 DQ3561* NAVD 88 ORTHO HEIGHT -   431.752 (meters)     1416.51  (feet) ADJUSTED
 DQ3561  ______________________________________________________________________
 DQ3561  GEOID HEIGHT    -        -28.061 (meters)                     GEOID18
 DQ3561  DYNAMIC HEIGHT  -        431.357 (meters)     1415.21  (feet) COMP
 DQ3561  MODELED GRAVITY -    979,703.0   (mgal)                       NAVD 88
 DQ3561
 DQ3561  VERT ORDER      -  SECOND    CLASS I
 DQ3561
 DQ3561.The horizontal coordinates were established by autonomous hand held GPS
 DQ3561.observations and have an estimated accuracy of +/- 10 meters.
 DQ3561
 DQ3561.The orthometric height was determined by differential leveling and
 DQ3561.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3561.in January 2017.
 DQ3561
 DQ3561.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3561.GEOID18 height accuracy estimate available here.
 DQ3561
 DQ3561.Click photographs - Photos may exist for this station.
 DQ3561
 DQ3561.The dynamic height is computed by dividing the NAVD 88
 DQ3561.geopotential number by the normal gravity value computed on the
 DQ3561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3561.degrees latitude (g = 980.6199 gals.).
 DQ3561
 DQ3561.The modeled gravity was interpolated from observed gravity values.
 DQ3561
 DQ3561;                    North         East    Units  Estimated Accuracy
 DQ3561;SPC AR N     -   173,472.      344,514.      MT  (+/- 10 meters HH2 GPS)
 DQ3561
 DQ3561_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV3478072414(NAD 83)
 DQ3561
 DQ3561                          SUPERSEDED SURVEY CONTROL
 DQ3561
 DQ3561.No superseded survey control is available for this station.
 DQ3561
 DQ3561_MARKER: DB = BENCH MARK DISK
 DQ3561_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DQ3561_SP_SET: TRANSMISSION LINE BASE
 DQ3561_STAMPING: B 346 2016
 DQ3561_MARK LOGO: ARHD
 DQ3561_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3561_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ3561_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3561+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2016
 DQ3561
 DQ3561  HISTORY     - Date     Condition        Report By
 DQ3561  HISTORY     - 20160106 MONUMENTED       ARHD
 DQ3561
 DQ3561                          STATION DESCRIPTION
 DQ3561
 DQ3561'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 DQ3561'THE STATION IS LOCATED ABOUT 5.5 MI (8.8 KM) NORTHWEST OF LESLIE, 5.4
 DQ3561'MI (8.7 KM) EAST-NORTHEAST OF CANAAN AND 1.3 MI (2.1 KM) SOUTHEAST OF
 DQ3561'MARSHALL.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ3561'
 DQ3561'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 27
 DQ3561'NORTH, GO SOUTH ON HIGHWAY 65 FOR 1.1 MI (1.8 KM) TO HIGHLAND TRAIL
 DQ3561'DRIVE TURN LEFT AND GO NORTHEAST ON HIGHLAND TRAIL FOR 0.1 MI (0.2 KM)
 DQ3561'TO THE TRANSMISSION LINE TO THE STATION ON THE LEFT, IN THE NORTHEAST
 DQ3561'CORNER OF THE NORTHWEST CONCRETE BASE OF A TRANSMISSION LINE.
 DQ3561'
 DQ3561'IT IS 44 FT (13.4 M) SOUTHWEST OF A HIGHLAND TRAIL CENTERLINE, 25 FT
 DQ3561'(7.6 M) SOUTHWEST OF THE SOUTH END OF A GUARD RAIL AND 24 FT (7.3 M)
 DQ3561'NORTHEAST OF A ROCK LEDGE EAST OF HIGHWAY 65.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ3590 ***********************************************************************
 DQ3590  DESIGNATION -  B 347
 DQ3590  PID         -  DQ3590
 DQ3590  STATE/COUNTY-  AR/SEARCY
 DQ3590  COUNTRY     -  US
 DQ3590  USGS QUAD   -  MARSHALL (2017)
 DQ3590
 DQ3590                         *CURRENT SURVEY CONTROL
 DQ3590  ______________________________________________________________________
 DQ3590* NAD 83(1986) POSITION- 35 58 18.2    (N) 092 44 56.0    (W)   HD_HELD2
 DQ3590* NAVD 88 ORTHO HEIGHT -   289.402 (meters)      949.48  (feet) ADJUSTED
 DQ3590  ______________________________________________________________________
 DQ3590  GEOID HEIGHT    -        -28.288 (meters)                     GEOID18
 DQ3590  DYNAMIC HEIGHT  -        289.142 (meters)      948.63  (feet) COMP
 DQ3590  MODELED GRAVITY -    979,726.9   (mgal)                       NAVD 88
 DQ3590
 DQ3590  VERT ORDER      -  SECOND    CLASS I
 DQ3590
 DQ3590.The horizontal coordinates were established by autonomous hand held GPS
 DQ3590.observations and have an estimated accuracy of +/- 10 meters.
 DQ3590
 DQ3590.The orthometric height was determined by differential leveling and
 DQ3590.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3590.in January 2017.
 DQ3590
 DQ3590.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3590.GEOID18 height accuracy estimate available here.
 DQ3590
 DQ3590.Click photographs - Photos may exist for this station.
 DQ3590
 DQ3590.The dynamic height is computed by dividing the NAVD 88
 DQ3590.geopotential number by the normal gravity value computed on the
 DQ3590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3590.degrees latitude (g = 980.6199 gals.).
 DQ3590
 DQ3590.The modeled gravity was interpolated from observed gravity values.
 DQ3590
 DQ3590;                    North         East    Units  Estimated Accuracy
 DQ3590;SPC AR N     -   182,025.      332,457.      MT  (+/- 10 meters HH2 GPS)
 DQ3590
 DQ3590_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV2264080841(NAD 83)
 DQ3590
 DQ3590                          SUPERSEDED SURVEY CONTROL
 DQ3590
 DQ3590.No superseded survey control is available for this station.
 DQ3590
 DQ3590_MARKER: DB = BENCH MARK DISK
 DQ3590_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DQ3590_SP_SET: WASTE WATER DUMP
 DQ3590_STAMPING: B 347 2016
 DQ3590_MARK LOGO: ARHD
 DQ3590_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3590+STABILITY: SURFACE MOTION
 DQ3590_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ3590+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2016
 DQ3590
 DQ3590  HISTORY     - Date     Condition        Report By
 DQ3590  HISTORY     - 20160226 MONUMENTED       ARHD
 DQ3590
 DQ3590                          STATION DESCRIPTION
 DQ3590
 DQ3590'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 DQ3590'THE STATION IS LOCATED ABOUT 7.7 MI (12.4 KM) NORTH-NORTHWEST OF
 DQ3590'CANAAN, 6.1 MI (9.8 KM) NORTHEAST OF SNOWBALL AND 5.1 MI (8.2 KM)
 DQ3590'SOUTHEAST OF SAINT JOE.  OWNERSHIP--TYLER BEND NATIONAL PARK.
 DQ3590'
 DQ3590'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 74,
 DQ3590'GO NORTH ON HIGHWAY 65 FOR 4.4 MI (7.1 KM) TO TYLER BEND NATIONAL PARK
 DQ3590'TURN LEFT AND GO WEST IN TYLER BEND PARK FOR 0.15 MI (0.24 KM) TO THE
 DQ3590'STATION ON THE LEFT AT A WATER DUMP STATION.
 DQ3590'
 DQ3590'IT IS 63 FT (19.2 M) SOUTH OF TYLER BEND PARK ROAD CENTERLINE, 16 FT
 DQ3590'(4.9 M) NORTH OF A PAVED CIRCLE DRIVE AND 5 FT (1.5 M) NORTH OF A
 DQ3590'WASTE WATER DRAIN.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ3618 ***********************************************************************
 DQ3618  DESIGNATION -  B 348
 DQ3618  PID         -  DQ3618
 DQ3618  STATE/COUNTY-  AR/SEARCY
 DQ3618  COUNTRY     -  US
 DQ3618  USGS QUAD   -  SAINT JOE (2017)
 DQ3618
 DQ3618                         *CURRENT SURVEY CONTROL
 DQ3618  ______________________________________________________________________
 DQ3618* NAD 83(1986) POSITION- 36 03 29.9    (N) 092 51 59.2    (W)   HD_HELD2
 DQ3618* NAVD 88 ORTHO HEIGHT -   341.758 (meters)     1121.25  (feet) ADJUSTED
 DQ3618  ______________________________________________________________________
 DQ3618  GEOID HEIGHT    -        -28.335 (meters)                     GEOID18
 DQ3618  DYNAMIC HEIGHT  -        341.448 (meters)     1120.23  (feet) COMP
 DQ3618  MODELED GRAVITY -    979,715.8   (mgal)                       NAVD 88
 DQ3618
 DQ3618  VERT ORDER      -  SECOND    CLASS I
 DQ3618
 DQ3618.The horizontal coordinates were established by autonomous hand held GPS
 DQ3618.observations and have an estimated accuracy of +/- 10 meters.
 DQ3618
 DQ3618.The orthometric height was determined by differential leveling and
 DQ3618.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3618.in January 2017.
 DQ3618
 DQ3618.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3618.GEOID18 height accuracy estimate available here.
 DQ3618
 DQ3618.Click photographs - Photos may exist for this station.
 DQ3618
 DQ3618.The dynamic height is computed by dividing the NAVD 88
 DQ3618.geopotential number by the normal gravity value computed on the
 DQ3618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3618.degrees latitude (g = 980.6199 gals.).
 DQ3618
 DQ3618.The modeled gravity was interpolated from observed gravity values.
 DQ3618
 DQ3618;                    North         East    Units  Estimated Accuracy
 DQ3618;SPC AR N     -   191,718.      321,939.      MT  (+/- 10 meters HH2 GPS)
 DQ3618
 DQ3618_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV1202890423(NAD 83)
 DQ3618
 DQ3618                          SUPERSEDED SURVEY CONTROL
 DQ3618
 DQ3618.No superseded survey control is available for this station.
 DQ3618
 DQ3618_MARKER: DB = BENCH MARK DISK
 DQ3618_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ3618_SP_SET: HEADWALL
 DQ3618_STAMPING: B 348 2016
 DQ3618_MARK LOGO: ARHD
 DQ3618_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3618+STABILITY: SURFACE MOTION
 DQ3618_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ3618+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2016
 DQ3618
 DQ3618  HISTORY     - Date     Condition        Report By
 DQ3618  HISTORY     - 20160413 MONUMENTED       ARHD
 DQ3618
 DQ3618                          STATION DESCRIPTION
 DQ3618
 DQ3618'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 DQ3618'THE STATION IS LOCATED ABOUT 7.1 MI (11.4 KM) SOUTH-SOUTHEAST OF
 DQ3618'EVERTON, 5.7 MI (9.2 KM) EAST-SOUTHEAST OF WESTERN GROVE AND 4.0 MI
 DQ3618'(6.4 KM) WEST-NORTHWEST OF SAINT JOE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ3618'
 DQ3618'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 235,
 DQ3618'GO NORTH ON US HIGHWAY 65 FOR 0.1 MI (0.2 KM) TO THE STATION ON THE
 DQ3618'LEFT, IN THE SOUTHEAST CORNER OF A TRIPLE BOX CULVERT.
 DQ3618'
 DQ3618'IT IS 78 FT (23.8 M) NORTHEAST OF A POWER POLE, 54 FT (16.5 M)
 DQ3618'NORTHWEST OF A FIELD ENTRANCE CENTERLINE AND 15 FT (4.6 M) SOUTHEAST
 DQ3618'OF HIGHWAY 65 CENTERLINE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ4636 ***********************************************************************
 DQ4636  DESIGNATION -  B 349
 DQ4636  PID         -  DQ4636
 DQ4636  STATE/COUNTY-  AR/PULASKI
 DQ4636  COUNTRY     -  US
 DQ4636  USGS QUAD   -  WOODSON (2017)
 DQ4636
 DQ4636                         *CURRENT SURVEY CONTROL
 DQ4636  ______________________________________________________________________
 DQ4636* NAD 83(1986) POSITION- 34 33 06.3    (N) 092 12 07.3    (W)   HD_HELD2
 DQ4636* NAVD 88 ORTHO HEIGHT -    69.753 (meters)      228.85  (feet) ADJUSTED
 DQ4636  ______________________________________________________________________
 DQ4636  GEOID HEIGHT    -        -26.331 (meters)                     GEOID18
 DQ4636  DYNAMIC HEIGHT  -         69.687 (meters)      228.63  (feet) COMP
 DQ4636  MODELED GRAVITY -    979,684.6   (mgal)                       NAVD 88
 DQ4636
 DQ4636  VERT ORDER      -  FIRST     CLASS II
 DQ4636
 DQ4636.The horizontal coordinates were established by autonomous hand held GPS
 DQ4636.observations and have an estimated accuracy of +/- 10 meters.
 DQ4636
 DQ4636.The orthometric height was determined by differential leveling and
 DQ4636.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4636.in April 2017.
 DQ4636
 DQ4636.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4636.GEOID18 height accuracy estimate available here.
 DQ4636
 DQ4636.Click photographs - Photos may exist for this station.
 DQ4636
 DQ4636.The dynamic height is computed by dividing the NAVD 88
 DQ4636.geopotential number by the normal gravity value computed on the
 DQ4636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4636.degrees latitude (g = 980.6199 gals.).
 DQ4636
 DQ4636.The modeled gravity was interpolated from observed gravity values.
 DQ4636
 DQ4636;                    North         East    Units  Estimated Accuracy
 DQ4636;SPC AR S     -   609,101.      381,458.      MT  (+/- 10 meters HH2 GPS)
 DQ4636
 DQ4636_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7321123624(NAD 83)
 DQ4636
 DQ4636                          SUPERSEDED SURVEY CONTROL
 DQ4636
 DQ4636.No superseded survey control is available for this station.
 DQ4636
 DQ4636_MARKER: DB = BENCH MARK DISK
 DQ4636_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ4636_SP_SET: HEADWALL
 DQ4636_STAMPING: B 349 2017
 DQ4636_MARK LOGO: ARHD
 DQ4636_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ4636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ4636+STABILITY: SURFACE MOTION
 DQ4636_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4636+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2017
 DQ4636
 DQ4636  HISTORY     - Date     Condition        Report By
 DQ4636  HISTORY     - 20170118 MONUMENTED       ARHD
 DQ4636
 DQ4636                          STATION DESCRIPTION
 DQ4636
 DQ4636'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2017 (JDH)
 DQ4636'THE STATION IS LOCATED ABOUT 9.6 MI (15.4 KM) SOUTH-SOUTHEAST OF SWEET
 DQ4636'HOME, 7.4 MI (11.9 KM) NORTH OF REDFIELD AND 1.6 MI (2.6 KM)
 DQ4636'NORTH-NORTHEAST OF WOODSON.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ4636'
 DQ4636'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 365 AND STATE HIGHWAY
 DQ4636'386, GO SOUTH ON HIGHWAY 365 FOR 3.7 MI (6.0 KM) TO THE STATION ON THE
 DQ4636'RIGHT, IN THE NORTHWEST CORNER OF THE WEST HEADWALL.
 DQ4636'
 DQ4636'IT IS 65 FT (19.8 M) EAST OF A WEB WIRE FENCE AND 37 FT (11.3 M) WEST
 DQ4636'OF HIGHWAY 365 CENTERLINE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0503 ***********************************************************************
 GF0503  DESIGNATION -  B 35
 GF0503  PID         -  GF0503
 GF0503  STATE/COUNTY-  AR/CARROLL
 GF0503  COUNTRY     -  US
 GF0503  USGS QUAD   -  GRANDVIEW (2017)
 GF0503
 GF0503                         *CURRENT SURVEY CONTROL
 GF0503  ______________________________________________________________________
 GF0503* NAD 83(1986) POSITION- 36 25 11.     (N) 093 32 00.     (W)   SCALED
 GF0503* NAVD 88 ORTHO HEIGHT -   390.849 (meters)     1282.31  (feet) ADJUSTED
 GF0503  ______________________________________________________________________
 GF0503  GEOID HEIGHT    -        -28.311 (meters)                     GEOID18
 GF0503  DYNAMIC HEIGHT  -        390.510 (meters)     1281.20  (feet) COMP
 GF0503  MODELED GRAVITY -    979,752.6   (mgal)                       NAVD 88
 GF0503
 GF0503  VERT ORDER      -  SECOND    CLASS 0
 GF0503
 GF0503.The horizontal coordinates were scaled from a map and have
 GF0503.an estimated accuracy of +/- 6 seconds.
 GF0503
 GF0503.The orthometric height was determined by differential leveling and
 GF0503.adjusted by the NATIONAL GEODETIC SURVEY
 GF0503.in June 1991.
 GF0503
 GF0503.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0503.GEOID18 height accuracy estimate available here.
 GF0503
 GF0503.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA521306(NAD 83)
 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
 GF0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0503.See file dsdata.pdf to determine how the superseded data were derived.
 GF0503
 GF0503_MARKER: DB = BENCH MARK DISK
 GF0503_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 GF0503_SP_SET: BUILDING WALL
 GF0503_STAMPING: B 35 1934
 GF0503_MARK LOGO: CGS
 GF0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0503+STABILITY: SURFACE MOTION
 GF0503_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GF0503+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2014
 GF0503
 GF0503  HISTORY     - Date     Condition        Report By
 GF0503  HISTORY     - 1934     MONUMENTED       CGS
 GF0503  HISTORY     - 1935     GOOD             CGS
 GF0503  HISTORY     - 1987     GOOD             USPSQD
 GF0503  HISTORY     - 1987     GOOD             USPSQD
 GF0503  HISTORY     - 20140408 GOOD             ARHD
 GF0503
 GF0503                          STATION DESCRIPTION
 GF0503
 GF0503'DESCRIBED BY COAST AND 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.
 GF0503
 GF0503                          STATION RECOVERY (2014)
 GF0503
 GF0503'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (JDH)
 GF0503'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1611 ***********************************************************************
 FF1611  DESIGNATION -  B 35
 FF1611  PID         -  FF1611
 FF1611  STATE/COUNTY-  AR/SHARP
 FF1611  COUNTRY     -  US
 FF1611  USGS QUAD   -  CAVE CITY (2017)
 FF1611
 FF1611                         *CURRENT SURVEY CONTROL
 FF1611  ______________________________________________________________________
 FF1611* NAD 83(1986) POSITION- 35 56 17.     (N) 091 32 50.     (W)   SCALED
 FF1611* NAVD 88 ORTHO HEIGHT -   201.214 (meters)      660.15  (feet) ADJUSTED
 FF1611  ______________________________________________________________________
 FF1611  GEOID HEIGHT    -        -27.861 (meters)                     GEOID18
 FF1611  DYNAMIC HEIGHT  -        201.038 (meters)      659.57  (feet) COMP
 FF1611  MODELED GRAVITY -    979,755.6   (mgal)                       NAVD 88
 FF1611
 FF1611  VERT ORDER      -  SECOND    CLASS 0
 FF1611
 FF1611.The horizontal coordinates were scaled from a map and have
 FF1611.an estimated accuracy of +/- 6 seconds.
 FF1611
 FF1611.The orthometric height was determined by differential leveling and
 FF1611.adjusted by the NATIONAL GEODETIC SURVEY
 FF1611.in June 1991.
 FF1611
 FF1611.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1611.GEOID18 height accuracy estimate available here.
 FF1611
 FF1611.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV310780(NAD 83)
 FF1611
 FF1611                          SUPERSEDED SURVEY CONTROL
 FF1611
 FF1611  NGVD 29 (11/26/84)  201.137  (m)          659.90   (f) ADJUSTED    2 0
 FF1611
 FF1611.Superseded values are not recommended for survey control.
 FF1611
 FF1611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1611.See file dsdata.pdf to determine how the superseded data were derived.
 FF1611
 FF1611_MARKER: DD = SURVEY DISK
 FF1611_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF1611_STAMPING: B 35 1934 659.897
 FF1611_MARK LOGO: CGS
 FF1611_PROJECTION: PROJECTING 15 CENTIMETERS
 FF1611_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 DQ6308 ***********************************************************************
 DQ6308  DESIGNATION -  B 351
 DQ6308  PID         -  DQ6308
 DQ6308  STATE/COUNTY-  AR/DREW
 DQ6308  COUNTRY     -  US
 DQ6308  USGS QUAD   -  MONTICELLO SOUTH (2017)
 DQ6308
 DQ6308                         *CURRENT SURVEY CONTROL
 DQ6308  ______________________________________________________________________
 DQ6308* NAD 83(1986) POSITION- 33 37 03.4    (N) 091 48 01.9    (W)   HD_HELD2
 DQ6308* NAVD 88 ORTHO HEIGHT -    82.991 (meters)      272.28  (feet) ADJUSTED
 DQ6308  ______________________________________________________________________
 DQ6308  GEOID HEIGHT    -        -25.746 (meters)                     GEOID18
 DQ6308  DYNAMIC HEIGHT  -         82.906 (meters)      272.00  (feet) COMP
 DQ6308  MODELED GRAVITY -    979,609.6   (mgal)                       NAVD 88
 DQ6308
 DQ6308  VERT ORDER      -  SECOND    CLASS I
 DQ6308
 DQ6308.The horizontal coordinates were established by autonomous hand held GPS
 DQ6308.observations and have an estimated accuracy of +/- 10 meters.
 DQ6308
 DQ6308.The orthometric height was determined by differential leveling and
 DQ6308.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6308.in October 2017.
 DQ6308
 DQ6308.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6308.GEOID18 height accuracy estimate available here.
 DQ6308
 DQ6308.Click photographs - Photos may exist for this station.
 DQ6308
 DQ6308.The dynamic height is computed by dividing the NAVD 88
 DQ6308.geopotential number by the normal gravity value computed on the
 DQ6308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6308.degrees latitude (g = 980.6199 gals.).
 DQ6308
 DQ6308.The modeled gravity was interpolated from observed gravity values.
 DQ6308
 DQ6308;                    North         East    Units  Estimated Accuracy
 DQ6308;SPC AR S     -   505,490.      418,509.      MT  (+/- 10 meters HH2 GPS)
 DQ6308
 DQ6308_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT1126520403(NAD 83)
 DQ6308
 DQ6308                          SUPERSEDED SURVEY CONTROL
 DQ6308
 DQ6308.No superseded survey control is available for this station.
 DQ6308
 DQ6308_MARKER: DB = BENCH MARK DISK
 DQ6308_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DQ6308_SP_SET: SIGNAL LIGHT BASE
 DQ6308_STAMPING: B 351 2017
 DQ6308_MARK LOGO: ARHD
 DQ6308_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ6308_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ6308_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ6308+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2017
 DQ6308
 DQ6308  HISTORY     - Date     Condition        Report By
 DQ6308  HISTORY     - 20170829 MONUMENTED       ARHD
 DQ6308
 DQ6308                          STATION DESCRIPTION
 DQ6308
 DQ6308'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2017 (JDH)
 DQ6308'THE STATION IS LOCATED ABOUT 10.6 MI (17.1 KM) NORTH OF LADELLE, 7.6
 DQ6308'MI (12.2 KM) EAST OF WILMAR AND 1.0 MI (1.6 KM) SOUTHWEST OF
 DQ6308'MONTICELLO.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ6308'
 DQ6308'TO REACH FROM THE INTERSECTION OF US HIGHWAY 425 AND US HIGHWAY 278,
 DQ6308'GO SOUTH ON HIGHWAY 425 FOR 0.9 MI (1.4 KM) TO THE STATION ON THE
 DQ6308'LEFT.
 DQ6308'
 DQ6308'IT IS 29 FT (8.8 M) SOUTHEAST OF A TRAFFIC SIGNAL POLE, 20 FT (6.1 M)
 DQ6308'WEST OF A COMBINATION POLE AND 16 FT (4.9 M) NORTHWEST OF THE NORTH
 DQ6308'END OF AN 18 INCH (46 CM) CULVERT.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ8670 ***********************************************************************
 DQ8670  DESIGNATION -  B 352
 DQ8670  PID         -  DQ8670
 DQ8670  STATE/COUNTY-  AR/DREW
 DQ8670  COUNTRY     -  US
 DQ8670  USGS QUAD   -  SELMA (2017)
 DQ8670
 DQ8670                         *CURRENT SURVEY CONTROL
 DQ8670  ______________________________________________________________________
 DQ8670* NAD 83(1986) POSITION- 33 40 37.2    (N) 091 32 51.7    (W)   HD_HELD2
 DQ8670* NAVD 88 ORTHO HEIGHT -    53.319 (meters)      174.93  (feet) ADJUSTED
 DQ8670  ______________________________________________________________________
 DQ8670  GEOID HEIGHT    -        -25.963 (meters)                     GEOID18
 DQ8670  DYNAMIC HEIGHT  -         53.264 (meters)      174.75  (feet) COMP
 DQ8670  MODELED GRAVITY -    979,619.5   (mgal)                       NAVD 88
 DQ8670
 DQ8670  VERT ORDER      -  SECOND    CLASS I
 DQ8670
 DQ8670.The horizontal coordinates were established by autonomous hand held GPS
 DQ8670.observations and have an estimated accuracy of +/- 10 meters.
 DQ8670
 DQ8670.The orthometric height was determined by differential leveling and
 DQ8670.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8670.in July 2018.
 DQ8670
 DQ8670.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8670.GEOID18 height accuracy estimate available here.
 DQ8670
 DQ8670.Click photographs - Photos may exist for this station.
 DQ8670
 DQ8670.The dynamic height is computed by dividing the NAVD 88
 DQ8670.geopotential number by the normal gravity value computed on the
 DQ8670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8670.degrees latitude (g = 980.6199 gals.).
 DQ8670
 DQ8670.The modeled gravity was interpolated from observed gravity values.
 DQ8670
 DQ8670;                    North         East    Units  Estimated Accuracy
 DQ8670;SPC AR S     -   512,151.      441,941.      MT  (+/- 10 meters HH2 GPS)
 DQ8670
 DQ8670_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT3462827289(NAD 83)
 DQ8670
 DQ8670                          SUPERSEDED SURVEY CONTROL
 DQ8670
 DQ8670.No superseded survey control is available for this station.
 DQ8670
 DQ8670_MARKER: DB = BENCH MARK DISK
 DQ8670_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ8670_SP_SET: HEADWALL
 DQ8670_STAMPING: B 352 2018
 DQ8670_MARK LOGO: ARHD
 DQ8670_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ8670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ8670+STABILITY: SURFACE MOTION
 DQ8670_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ8670+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2018
 DQ8670
 DQ8670  HISTORY     - Date     Condition        Report By
 DQ8670  HISTORY     - 20180109 MONUMENTED       ARHD
 DQ8670
 DQ8670                          STATION DESCRIPTION
 DQ8670
 DQ8670'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (JDH)
 DQ8670'THE STATION IS LOCATED ABOUT 9.2 MI (14.8 KM) WEST-NORTHWEST OF
 DQ8670'MCGEHEE, 7.9 MI (12.7 KM) SOUTH-SOUTHWEST OF WINCHESTER AND 1.8 MI
 DQ8670'(2.9 KM) SOUTHEAST OF SELMA.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ8670'
 DQ8670'TO REACH FROM THE INTERSECTION OF US HIGHWAY 278 AND STATE HIGHWAY
 DQ8670'277, GO EAST ON HIGHWAY 277 FOR 450 FT (137.2 M) TO THE STATION ON THE
 DQ8670'RIGHT, IN THE CENTER OF THE SOUTH HEADWALL.
 DQ8670'
 DQ8670'IT IS 51 FT (15.5 M) EAST OF A 18 INCH (46 CM) CONCRETE CULVERT AND 45
 DQ8670'FT (13.7 M) SOUTHEAST OF INTERSECTIONS HIGHWAY 277 AND OLD MILITARY
 DQ8670'ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ8696 ***********************************************************************
 DQ8696  DESIGNATION -  B 353
 DQ8696  PID         -  DQ8696
 DQ8696  STATE/COUNTY-  AR/DESHA
 DQ8696  COUNTRY     -  US
 DQ8696  USGS QUAD   -  MCGEHEE NORTH (2017)
 DQ8696
 DQ8696                         *CURRENT SURVEY CONTROL
 DQ8696  ______________________________________________________________________
 DQ8696* NAD 83(1986) POSITION- 33 43 36.5    (N) 091 27 12.7    (W)   HD_HELD2
 DQ8696* NAVD 88 ORTHO HEIGHT -    44.627 (meters)      146.41  (feet) ADJUSTED
 DQ8696  ______________________________________________________________________
 DQ8696  GEOID HEIGHT    -        -26.111 (meters)                     GEOID18
 DQ8696  DYNAMIC HEIGHT  -         44.581 (meters)      146.26  (feet) COMP
 DQ8696  MODELED GRAVITY -    979,619.1   (mgal)                       NAVD 88
 DQ8696
 DQ8696  VERT ORDER      -  SECOND    CLASS I
 DQ8696
 DQ8696.The horizontal coordinates were established by autonomous hand held GPS
 DQ8696.observations and have an estimated accuracy of +/- 10 meters.
 DQ8696
 DQ8696.The orthometric height was determined by differential leveling and
 DQ8696.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8696.in July 2018.
 DQ8696
 DQ8696.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8696.GEOID18 height accuracy estimate available here.
 DQ8696
 DQ8696.Click photographs - Photos may exist for this station.
 DQ8696
 DQ8696.The dynamic height is computed by dividing the NAVD 88
 DQ8696.geopotential number by the normal gravity value computed on the
 DQ8696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8696.degrees latitude (g = 980.6199 gals.).
 DQ8696
 DQ8696.The modeled gravity was interpolated from observed gravity values.
 DQ8696
 DQ8696;                    North         East    Units  Estimated Accuracy
 DQ8696;SPC AR S     -   517,718.      450,643.      MT  (+/- 10 meters HH2 GPS)
 DQ8696
 DQ8696_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT4327532939(NAD 83)
 DQ8696
 DQ8696                          SUPERSEDED SURVEY CONTROL
 DQ8696
 DQ8696.No superseded survey control is available for this station.
 DQ8696
 DQ8696_MARKER: DB = BENCH MARK DISK
 DQ8696_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ8696_SP_SET: HEADWALL
 DQ8696_STAMPING: B 353 2018
 DQ8696_MARK LOGO: ARHD
 DQ8696_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ8696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ8696+STABILITY: SURFACE MOTION
 DQ8696_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8696+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2018
 DQ8696
 DQ8696  HISTORY     - Date     Condition        Report By
 DQ8696  HISTORY     - 20180306 MONUMENTED       ARHD
 DQ8696
 DQ8696                          STATION DESCRIPTION
 DQ8696
 DQ8696'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (JDH)
 DQ8696'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) WEST-NORTHWEST OF
 DQ8696'MCARTHUR, 6.9 MI (11.1 KM) EAST-NORTHEAST OF SELMA AND 3.5 MI (5.6 KM)
 DQ8696'SOUTH-SOUTHEAST OF WINCHESTER.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ8696'
 DQ8696'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 277,
 DQ8696'GO NORTH ON HIGHWAY 65 FOR 1.1 MI (1.8 KM) TO THE STATION ON THE
 DQ8696'RIGHT, IN THE CENTER OF THE EAST HEADWALL.
 DQ8696'
 DQ8696'IT IS 30 FT (9.1 M) SOUTH OF A 36 INCH (91 CM) CONCRETE CULVERT AND 24
 DQ8696'FT (7.3 M) EAST OF HIGHWAY 65 NORTH BOUND LANE SHOULDER.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ9570 ***********************************************************************
 DQ9570  DESIGNATION -  B 354
 DQ9570  PID         -  DQ9570
 DQ9570  STATE/COUNTY-  AR/WHITE
 DQ9570  COUNTRY     -  US
 DQ9570  USGS QUAD   -  GARNER (2017)
 DQ9570
 DQ9570                         *CURRENT SURVEY CONTROL
 DQ9570  ______________________________________________________________________
 DQ9570* NAD 83(1986) POSITION- 35 14 48.8    (N) 091 47 35.6    (W)   HD_HELD2
 DQ9570* NAVD 88 ORTHO HEIGHT -    97.697 (meters)      320.53  (feet) ADJUSTED
 DQ9570  ______________________________________________________________________
 DQ9570  GEOID HEIGHT    -        -27.381 (meters)                     GEOID18
 DQ9570  DYNAMIC HEIGHT  -         97.608 (meters)      320.24  (feet) COMP
 DQ9570  MODELED GRAVITY -    979,729.1   (mgal)                       NAVD 88
 DQ9570
 DQ9570  VERT ORDER      -  SECOND    CLASS I
 DQ9570
 DQ9570.The horizontal coordinates were established by autonomous hand held GPS
 DQ9570.observations and have an estimated accuracy of +/- 10 meters.
 DQ9570
 DQ9570.The orthometric height was determined by differential leveling and
 DQ9570.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9570.in November 2018.
 DQ9570
 DQ9570.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9570.GEOID18 height accuracy estimate available here.
 DQ9570
 DQ9570.Click photographs - Photos may exist for this station.
 DQ9570
 DQ9570.The dynamic height is computed by dividing the NAVD 88
 DQ9570.geopotential number by the normal gravity value computed on the
 DQ9570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9570.degrees latitude (g = 980.6199 gals.).
 DQ9570
 DQ9570.The modeled gravity was interpolated from observed gravity values.
 DQ9570
 DQ9570;                    North         East    Units  Estimated Accuracy
 DQ9570;SPC AR N     -   101,371.      418,819.      MT  (+/- 10 meters HH2 GPS)
 DQ9570
 DQ9570_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV0979101089(NAD 83)
 DQ9570
 DQ9570                          SUPERSEDED SURVEY CONTROL
 DQ9570
 DQ9570.No superseded survey control is available for this station.
 DQ9570
 DQ9570_MARKER: DB = BENCH MARK DISK
 DQ9570_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DQ9570+WITH SETTING: PAVEMENT
 DQ9570_SP_SET: LIGHT POLE BASE
 DQ9570_STAMPING: B 354 2018
 DQ9570_MARK LOGO: ARHD
 DQ9570_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ9570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ9570+STABILITY: SURFACE MOTION
 DQ9570_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ9570+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2018
 DQ9570
 DQ9570  HISTORY     - Date     Condition        Report By
 DQ9570  HISTORY     - 20181004 MONUMENTED       ARHD
 DQ9570
 DQ9570                          STATION DESCRIPTION
 DQ9570
 DQ9570'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (JDH)
 DQ9570'THE STATION IS LOCATED ABOUT 8.2 MI (13.2 KM) SOUTH-SOUTHEAST OF
 DQ9570'LETONA, 7.3 MI (11.7 KM) NORTH OF GARNER AND 7.2 MI (11.6 KM) WEST OF
 DQ9570'KENSETT.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ9570'
 DQ9570'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 36 AND STATE HIGHWAY
 DQ9570'13 GO 90 FT (27.4 M) ON HIGHWAY 13 TO THE MARK ON THE LEFT, SET ON THE
 DQ9570'NORTH SIDE OF A LIGHT POLE ON THE SOUTHEAST CORNER OFTHE INTERSECTION
 DQ9570'OF STATE HIGHWAY 36 AND STATE HIGHWAY 13.
 DQ9570'
 DQ9570'IT IS 65 FT (19.8 M) EAST OF STATE HIGHWAY 13 CENTERLINE AND 7 FT (2.1
 DQ9570'M) SOUTHWEST OF A SIGNAL CONTROL BOX.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR3442 ***********************************************************************
 DR3442  DESIGNATION -  B 355
 DR3442  PID         -  DR3442
 DR3442  STATE/COUNTY-  AR/MISSISSIPPI
 DR3442  COUNTRY     -  US
 DR3442  USGS QUAD   -  KEISER (2017)
 DR3442
 DR3442                         *CURRENT SURVEY CONTROL
 DR3442  ______________________________________________________________________
 DR3442* NAD 83(1986) POSITION- 35 42 47.7    (N) 090 01 02.1    (W)   HD_HELD2
 DR3442* NAVD 88 ORTHO HEIGHT -    71.909 (meters)      235.92  (feet) ADJUSTED
 DR3442  ______________________________________________________________________
 DR3442  GEOID HEIGHT    -        -27.735 (meters)                     GEOID18
 DR3442  DYNAMIC HEIGHT  -         71.848 (meters)      235.72  (feet) COMP
 DR3442  MODELED GRAVITY -    979,780.2   (mgal)                       NAVD 88
 DR3442
 DR3442  VERT ORDER      -  FIRST     CLASS II
 DR3442
 DR3442.The horizontal coordinates were established by autonomous hand held GPS
 DR3442.observations and have an estimated accuracy of +/- 10 meters.
 DR3442
 DR3442.The orthometric height was determined by differential leveling and
 DR3442.adjusted by the NATIONAL GEODETIC SURVEY
 DR3442.in June 2020.
 DR3442
 DR3442.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR3442.GEOID18 height accuracy estimate available here.
 DR3442
 DR3442.Click photographs - Photos may exist for this station.
 DR3442
 DR3442.The dynamic height is computed by dividing the NAVD 88
 DR3442.geopotential number by the normal gravity value computed on the
 DR3442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR3442.degrees latitude (g = 980.6199 gals.).
 DR3442
 DR3442.The modeled gravity was interpolated from observed gravity values.
 DR3442
 DR3442;                    North         East    Units  Estimated Accuracy
 DR3442;SPC AR N     -   154,897.      579,394.      MT  (+/- 10 meters HH2 GPS)
 DR3442
 DR3442_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6983756246(NAD 83)
 DR3442
 DR3442                          SUPERSEDED SURVEY CONTROL
 DR3442
 DR3442.No superseded survey control is available for this station.
 DR3442
 DR3442_MARKER: DB = BENCH MARK DISK
 DR3442_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DR3442_SP_SET: GENERATOR BASE
 DR3442_STAMPING: B 355 2019
 DR3442_MARK LOGO: ARHD
 DR3442_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR3442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR3442+STABILITY: SURFACE MOTION
 DR3442_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR3442+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2019
 DR3442
 DR3442  HISTORY     - Date     Condition        Report By
 DR3442  HISTORY     - 20190813 MONUMENTED       ARHD
 DR3442
 DR3442                          STATION DESCRIPTION
 DR3442
 DR3442'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2019 (JDH)
 DR3442'THE STATION IS LOCATED ABOUT 5.8 MI (9.3 KM) WEST-SOUTHWEST OF LUXORA,
 DR3442'5.4 MI (8.7 KM) EAST-NORTHEAST OF KEISER AND 2.7 MI (4.3 KM)
 DR3442'WEST-NORTHWEST OF OSCEOLA.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR3442'
 DR3442'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 140 AND STATE HIGHWAY
 DR3442'119, GO NORTH ON HIGHWAY 119 FOR 1 MI (1.6 KM) TO THE ARDOT SHOPS TO
 DR3442'THE STATION ON THE RIGHT, IN THE SOUTHWEST CORNER THE POWER GENERATOR
 DR3442'CONCRETE BASE.
 DR3442'
 DR3442'IT IS 116 FT (35.4 M) WEST OF THE SOUTHWEST CORNER OF THE ARDOT SHOPS,
 DR3442'8 FT (2.4 M) EAST OF THE POWER GENERATOR CONCRETE BASE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR7081 ***********************************************************************
 DR7081  DESIGNATION -  B 356
 DR7081  PID         -  DR7081
 DR7081  STATE/COUNTY-  AR/CRITTENDEN
 DR7081  COUNTRY     -  US
 DR7081  USGS QUAD   -  WEST MEMPHIS (2017)
 DR7081
 DR7081                         *CURRENT SURVEY CONTROL
 DR7081  ______________________________________________________________________
 DR7081* NAD 83(1986) POSITION- 35 09 59.5    (N) 090 10 36.1    (W)   HD_HELD2
 DR7081* NAVD 88 ORTHO HEIGHT -    65.904 (meters)      216.22  (feet) ADJUSTED
 DR7081  ______________________________________________________________________
 DR7081  GEOID HEIGHT    -        -27.315 (meters)                     GEOID18
 DR7081  DYNAMIC HEIGHT  -         65.845 (meters)      216.03  (feet) COMP
 DR7081  MODELED GRAVITY -    979,734.7   (mgal)                       NAVD 88
 DR7081
 DR7081  VERT ORDER      -  SECOND    CLASS I
 DR7081
 DR7081.The horizontal coordinates were established by autonomous hand held GPS
 DR7081.observations and have an estimated accuracy of +/- 10 meters.
 DR7081
 DR7081.The orthometric height was determined by differential leveling and
 DR7081.adjusted by the NATIONAL GEODETIC SURVEY
 DR7081.in January 2022.
 DR7081
 DR7081.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7081.GEOID18 height accuracy estimate available here.
 DR7081
 DR7081.Click photographs - Photos may exist for this station.
 DR7081
 DR7081.The dynamic height is computed by dividing the NAVD 88
 DR7081.geopotential number by the normal gravity value computed on the
 DR7081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7081.degrees latitude (g = 980.6199 gals.).
 DR7081
 DR7081.The modeled gravity was interpolated from observed gravity values.
 DR7081
 DR7081;                    North         East    Units  Estimated Accuracy
 DR7081;SPC AR N     -    93,974.      566,093.      MT  (+/- 10 meters HH2 GPS)
 DR7081
 DR7081_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU5714395161(NAD 83)
 DR7081
 DR7081                          SUPERSEDED SURVEY CONTROL
 DR7081
 DR7081.No superseded survey control is available for this station.
 DR7081
 DR7081_MARKER: DB = BENCH MARK DISK
 DR7081_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DR7081_SP_SET: HEADWALL
 DR7081_STAMPING: B 356 2021
 DR7081_MARK LOGO: ARHD
 DR7081_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR7081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR7081+STABILITY: SURFACE MOTION
 DR7081_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7081+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2021
 DR7081
 DR7081  HISTORY     - Date     Condition        Report By
 DR7081  HISTORY     - 20210701 MONUMENTED       ARHD
 DR7081
 DR7081                          STATION DESCRIPTION
 DR7081
 DR7081'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2021 (JDH)
 DR7081'THE MARK IS LOCATED ABOUT 8.7 MI (14.0 KM) SOUTH-SOUTHEAST OF JERICHO,
 DR7081'8.6 MI (13.8 KM) EAST-NORTHEAST OF EDMONDSON AND 1.5 MI (2.4 KM)
 DR7081'NORTH-NORTHEAST OF WEST MEMPHIS.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7081'
 DR7081'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 77 AND STATE HIGHWAY
 DR7081'191, GO SOUTH ALONG HIGHWAY 191 FOR 0.92 MI (1.48 KM) TO THE STATION
 DR7081'ON THE RIGHT, IN THE CONCRETE BASE OF AN 8 INCH (20 CM) PIPE.
 DR7081'
 DR7081'IT IS 89 FT (27.1 M) SOUTH OF A POWER POLE, 51 FT (15.5 M) NORTHEAST
 DR7081'OF THE ARWM CORS AND 47 FT (14.3 M) NORTHWEST OF THE SOUTHWEST CORNER
 DR7081'OF THE HIGHWAY POLICE BUILDING.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR7110 ***********************************************************************
 DR7110  DESIGNATION -  B 357
 DR7110  PID         -  DR7110
 DR7110  STATE/COUNTY-  AR/CRITTENDEN
 DR7110  COUNTRY     -  US
 DR7110  USGS QUAD   -  WEST MEMPHIS (2017)
 DR7110
 DR7110                         *CURRENT SURVEY CONTROL
 DR7110  ______________________________________________________________________
 DR7110* NAD 83(1986) POSITION- 35 08 07.6    (N) 090 11 05.3    (W)   HD_HELD2
 DR7110* NAVD 88 ORTHO HEIGHT -    64.203 (meters)      210.64  (feet) ADJUSTED
 DR7110  ______________________________________________________________________
 DR7110  GEOID HEIGHT    -        -27.304 (meters)                     GEOID18
 DR7110  DYNAMIC HEIGHT  -         64.145 (meters)      210.45  (feet) COMP
 DR7110  MODELED GRAVITY -    979,732.2   (mgal)                       NAVD 88
 DR7110
 DR7110  VERT ORDER      -  SECOND    CLASS I
 DR7110
 DR7110.The horizontal coordinates were established by autonomous hand held GPS
 DR7110.observations and have an estimated accuracy of +/- 10 meters.
 DR7110
 DR7110.The orthometric height was determined by differential leveling and
 DR7110.adjusted by the NATIONAL GEODETIC SURVEY
 DR7110.in January 2022.
 DR7110
 DR7110.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7110.GEOID18 height accuracy estimate available here.
 DR7110
 DR7110.Click photographs - Photos may exist for this station.
 DR7110
 DR7110.The dynamic height is computed by dividing the NAVD 88
 DR7110.geopotential number by the normal gravity value computed on the
 DR7110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7110.degrees latitude (g = 980.6199 gals.).
 DR7110
 DR7110.The modeled gravity was interpolated from observed gravity values.
 DR7110
 DR7110;                    North         East    Units  Estimated Accuracy
 DR7110;SPC AR N     -    90,512.      565,417.      MT  (+/- 10 meters HH2 GPS)
 DR7110
 DR7110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU5650291691(NAD 83)
 DR7110
 DR7110                          SUPERSEDED SURVEY CONTROL
 DR7110
 DR7110.No superseded survey control is available for this station.
 DR7110
 DR7110_MARKER: DB = BENCH MARK DISK
 DR7110_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR7110_SP_SET: CATCH BASIN
 DR7110_STAMPING: B 357 2021
 DR7110_MARK LOGO: ARHD
 DR7110_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR7110_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR7110_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7110+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2021
 DR7110
 DR7110  HISTORY     - Date     Condition        Report By
 DR7110  HISTORY     - 20210810 MONUMENTED       ARHD
 DR7110
 DR7110                          STATION DESCRIPTION
 DR7110
 DR7110'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2021 (JDH)
 DR7110'THE MARK IS LOCATED ABOUT 10.1 MI (16.3 KM) SOUTHEAST OF
 DR7110'CRAWFORDSVILLE, 7.4 MI (11.9 KM) EAST-NORTHEAST OF EDMONDSON AND 0.8
 DR7110'MI (1.3 KM) SOUTH OF WEST MEMPHIS.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7110'
 DR7110'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 70 AND CITY STREET
 DR7110'WOODS STREET, GO SOUTH ALONG WOODS STREET FOR 0.77 MI (1.24 KM) TO THE
 DR7110'STATION ON THE LEFT, IN THE SOUTHEAST CORNER OF A CATCH BASIN.
 DR7110'
 DR7110'IT IS 39 FT (11.9 M) EAST OF WOODS STREET CENTERLINE, 22 FT (6.7 M)
 DR7110'SOUTH OF JEFFERSON AVENUE CENTERLINE AND 6 FT (1.8 M) NORTHWEST OF A
 DR7110'COMBINATION POLE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR7469 ***********************************************************************
 DR7469  DESIGNATION -  B 358
 DR7469  PID         -  DR7469
 DR7469  STATE/COUNTY-  AR/DALLAS
 DR7469  COUNTRY     -  US
 DR7469  USGS QUAD   -  FORDYCE (2017)
 DR7469
 DR7469                         *CURRENT SURVEY CONTROL
 DR7469  ______________________________________________________________________
 DR7469* NAD 83(1986) POSITION- 33 48 46.0    (N) 092 25 34.5    (W)   HD_HELD2
 DR7469* NAVD 88 ORTHO HEIGHT -    91.835 (meters)      301.30  (feet) ADJUSTED
 DR7469  ______________________________________________________________________
 DR7469  GEOID HEIGHT    -        -26.078 (meters)                     GEOID18
 DR7469  DYNAMIC HEIGHT  -         91.741 (meters)      300.99  (feet) COMP
 DR7469  MODELED GRAVITY -    979,613.7   (mgal)                       NAVD 88
 DR7469
 DR7469  VERT ORDER      -  SECOND    CLASS I
 DR7469
 DR7469.The horizontal coordinates were established by autonomous hand held GPS
 DR7469.observations and have an estimated accuracy of +/- 10 meters.
 DR7469
 DR7469.The orthometric height was determined by differential leveling and
 DR7469.adjusted by the NATIONAL GEODETIC SURVEY
 DR7469.in January 2022.
 DR7469
 DR7469.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7469.GEOID18 height accuracy estimate available here.
 DR7469
 DR7469.Click photographs - Photos may exist for this station.
 DR7469
 DR7469.The dynamic height is computed by dividing the NAVD 88
 DR7469.geopotential number by the normal gravity value computed on the
 DR7469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7469.degrees latitude (g = 980.6199 gals.).
 DR7469
 DR7469.The modeled gravity was interpolated from observed gravity values.
 DR7469
 DR7469;                    North         East    Units  Estimated Accuracy
 DR7469;SPC AR S     -   527,200.      360,538.      MT  (+/- 10 meters HH2 GPS)
 DR7469
 DR7469_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT5310041545(NAD 83)
 DR7469
 DR7469                          SUPERSEDED SURVEY CONTROL
 DR7469
 DR7469.No superseded survey control is available for this station.
 DR7469
 DR7469_MARKER: DB = BENCH MARK DISK
 DR7469_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DR7469+WITH SETTING: PAVEMENT
 DR7469_SP_SET: SIGN BASE
 DR7469_STAMPING: B 358 2021
 DR7469_MARK LOGO: ARHD
 DR7469_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR7469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR7469+STABILITY: SURFACE MOTION
 DR7469_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7469+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2021
 DR7469
 DR7469  HISTORY     - Date     Condition        Report By
 DR7469  HISTORY     - 20211026 MONUMENTED       ARHD
 DR7469
 DR7469                          STATION DESCRIPTION
 DR7469
 DR7469'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2021 (JDH)
 DR7469'THE MARK IS LOCATED ABOUT 6.8 MI (10.9 KM) SOUTH OF IVAN, 4.5 MI (7.2
 DR7469'KM) NORTH OF CHAMBERSVILLE AND 0.8 MI (1.3 KM) WEST OF FORDYCE.
 DR7469'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7469'
 DR7469'TO REACH FROM THE INTERSECTION OF US HIGHWAY 167 AND STATE HIGHWAY
 DR7469'79B, GO EAST ON HIGHWAY 79B FOR 1.35 MI (2.17 KM) TO THE STATION ON
 DR7469'THE LEFT, IN AN OLD ABANDONED 2X2 CONCRETE SIGN BASE.
 DR7469'
 DR7469'IT IS 43 FT (13.1 M) SOUTHEAST OF THE SOUTH CORNER OF COOPER TIRE
 DR7469'BUILDING, 36 FT (11.0 M) NORTH OF HIGHWAY 79B CENTERLINE AND 30 FT
 DR7469'(9.1 M) SOUTHWEST OF THE SOUTHWEST CORNER OF THE FARM BUREAU BUILDING.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR8564 ***********************************************************************
 DR8564  DESIGNATION -  B 359
 DR8564  PID         -  DR8564
 DR8564  STATE/COUNTY-  AR/FRANKLIN
 DR8564  COUNTRY     -  US
 DR8564  USGS QUAD   -  OZARK (2017)
 DR8564
 DR8564                         *CURRENT SURVEY CONTROL
 DR8564  ______________________________________________________________________
 DR8564* NAD 83(1986) POSITION- 35 29 21.6    (N) 093 50 35.0    (W)   HD_HELD2
 DR8564* NAVD 88 ORTHO HEIGHT -   146.058 (meters)      479.19  (feet) ADJUSTED
 DR8564  ______________________________________________________________________
 DR8564  GEOID HEIGHT    -        -29.236 (meters)                     GEOID18
 DR8564  DYNAMIC HEIGHT  -        145.924 (meters)      478.75  (feet) COMP
 DR8564  MODELED GRAVITY -    979,713.0   (mgal)                       NAVD 88
 DR8564
 DR8564  VERT ORDER      -  SECOND    CLASS I
 DR8564
 DR8564.The horizontal coordinates were established by autonomous hand held GPS
 DR8564.observations and have an estimated accuracy of +/- 10 meters.
 DR8564
 DR8564.The orthometric height was determined by differential leveling and
 DR8564.adjusted by the NATIONAL GEODETIC SURVEY
 DR8564.in February 2023.
 DR8564
 DR8564.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8564.GEOID18 height accuracy estimate available here.
 DR8564
 DR8564.Click photographs - Photos may exist for this station.
 DR8564
 DR8564.The dynamic height is computed by dividing the NAVD 88
 DR8564.geopotential number by the normal gravity value computed on the
 DR8564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR8564.degrees latitude (g = 980.6199 gals.).
 DR8564
 DR8564.The modeled gravity was interpolated from observed gravity values.
 DR8564
 DR8564;                    North         East    Units  Estimated Accuracy
 DR8564;SPC AR N     -   129,813.      232,779.      MT  (+/- 10 meters HH2 GPS)
 DR8564
 DR8564_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV2352927637(NAD 83)
 DR8564
 DR8564                          SUPERSEDED SURVEY CONTROL
 DR8564
 DR8564.No superseded survey control is available for this station.
 DR8564
 DR8564_MARKER: DB = BENCH MARK DISK
 DR8564_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR8564_SP_SET: CONCRETE SLAB
 DR8564_STAMPING: B 359 2022
 DR8564_MARK LOGO: ARHD
 DR8564_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR8564_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR8564_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR8564+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2022
 DR8564
 DR8564  HISTORY     - Date     Condition        Report By
 DR8564  HISTORY     - 20221102 MONUMENTED       ARHD
 DR8564
 DR8564                          STATION DESCRIPTION
 DR8564
 DR8564'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2022 (JDH)
 DR8564'THE MARK IS LOCATED ABOUT 5.9 MI (9.5 KM) SOUTH OF WATALULA, 5.8 MI
 DR8564'(9.3 KM) SOUTHEAST OF CRAVENS AND 0.9 MI (1.4 KM) WEST OF OZARK.
 DR8564'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR8564'
 DR8564'TO REACH FROM THE INTERSECTION OF US HIGHWAY 64 AND STATE HIGHWAY 23
 DR8564'N, HEAD NORTH ALONG HIGHWAY 23 FOR 110 FT (33.5 M) TO THE STATION ON
 DR8564'THE RIGHT, IN THE CONCRETE FOUNDATION OF THE SIGNAL BOX.
 DR8564'
 DR8564'IT IS 107 FT (32.6 M) NORTH OF HIGHWAY 64 CENTERLINE, 75 FT (22.9M)
 DR8564'EAST OF HIGHWAY 23 CENTERLINE, 44 FT (13.4M) SOUTHWEST
 DR8564'OF THE NORTHWEST CORNER OF THE KLASSY KORNER MALL.
 DR8564'
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1607 ***********************************************************************
 FF1607  DESIGNATION -  B 36
 FF1607  PID         -  FF1607
 FF1607  STATE/COUNTY-  AR/SHARP
 FF1607  COUNTRY     -  US
 FF1607  USGS QUAD   -  CAVE CITY (2017)
 FF1607
 FF1607                         *CURRENT SURVEY CONTROL
 FF1607  ______________________________________________________________________
 FF1607* NAD 83(1986) POSITION- 35 57 31.     (N) 091 32 56.     (W)   SCALED
 FF1607* NAVD 88 ORTHO HEIGHT -   199.396 (meters)      654.18  (feet) ADJUSTED
 FF1607  ______________________________________________________________________
 FF1607  GEOID HEIGHT    -        -27.897 (meters)                     GEOID18
 FF1607  DYNAMIC HEIGHT  -        199.223 (meters)      653.62  (feet) COMP
 FF1607  MODELED GRAVITY -    979,758.9   (mgal)                       NAVD 88
 FF1607
 FF1607  VERT ORDER      -  SECOND    CLASS 0
 FF1607
 FF1607.The horizontal coordinates were scaled from a map and have
 FF1607.an estimated accuracy of +/- 6 seconds.
 FF1607
 FF1607.The orthometric height was determined by differential leveling and
 FF1607.adjusted by the NATIONAL GEODETIC SURVEY
 FF1607.in June 1991.
 FF1607
 FF1607.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1607.GEOID18 height accuracy estimate available here.
 FF1607
 FF1607.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV308803(NAD 83)
 FF1607
 FF1607                          SUPERSEDED SURVEY CONTROL
 FF1607
 FF1607  NGVD 29 (11/26/84)  199.321  (m)          653.94   (f) ADJUSTED    2 0
 FF1607
 FF1607.Superseded values are not recommended for survey control.
 FF1607
 FF1607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1607.See file dsdata.pdf to determine how the superseded data were derived.
 FF1607
 FF1607_MARKER: DD = SURVEY DISK
 FF1607_STAMPING: B 36 1934
 FF1607_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1608 ***********************************************************************
 FF1608  DESIGNATION -  B 36 RESET
 FF1608  PID         -  FF1608
 FF1608  STATE/COUNTY-  AR/SHARP
 FF1608  COUNTRY     -  US
 FF1608  USGS QUAD   -  CAVE CITY (2017)
 FF1608
 FF1608                         *CURRENT SURVEY CONTROL
 FF1608  ______________________________________________________________________
 FF1608* NAD 83(1986) POSITION- 35 57 33.     (N) 091 32 55.     (W)   SCALED
 FF1608* NAVD 88 ORTHO HEIGHT -   199.93  (meters)      655.9   (feet) RESET
 FF1608  ______________________________________________________________________
 FF1608  GEOID HEIGHT    -        -27.899 (meters)                     GEOID18
 FF1608  VERT ORDER      -  THIRD
 FF1608
 FF1608.The horizontal coordinates were scaled from a map and have
 FF1608.an estimated accuracy of +/- 6 seconds.
 FF1608
 FF1608.The orthometric height was computed from unverified reset data.
 FF1608
 FF1608.No vertical observational check was made to the station.
 FF1608
 FF1608.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1608.GEOID18 height accuracy estimate available here.
 FF1608
 FF1608.Click photographs - Photos may exist for this station.
 FF1608
 FF1608;                    North         East    Units  Estimated Accuracy
 FF1608;SPC AR N     -   180,470.      440,720.      MT  (+/- 180 meters Scaled)
 FF1608
 FF1608_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV308803(NAD 83)
 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
 FF1608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1608.See file dsdata.pdf to determine how the superseded data were derived.
 FF1608
 FF1608_MARKER: DD = SURVEY DISK
 FF1608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1608_STAMPING: B 36 RESET 1950
 FF1608_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 DR9502 ***********************************************************************
 DR9502  DESIGNATION -  B 360
 DR9502  PID         -  DR9502
 DR9502  STATE/COUNTY-  AR/FAULKNER
 DR9502  COUNTRY     -  US
 DR9502  USGS QUAD   -  CONWAY (2017)
 DR9502
 DR9502                         *CURRENT SURVEY CONTROL
 DR9502  ______________________________________________________________________
 DR9502* NAD 83(1986) POSITION- 35 04 09.1    (N) 092 24 06.1    (W)   HD_HELD2
 DR9502* NAVD 88 ORTHO HEIGHT -    90.932 (meters)      298.33  (feet) ADJUSTED
 DR9502  ______________________________________________________________________
 DR9502  GEOID HEIGHT    -        -27.848 (meters)                     GEOID18
 DR9502  DYNAMIC HEIGHT  -         90.846 (meters)      298.05  (feet) COMP
 DR9502  MODELED GRAVITY -    979,695.1   (mgal)                       NAVD 88
 DR9502
 DR9502  VERT ORDER      -  FIRST     CLASS II
 DR9502
 DR9502.The horizontal coordinates were established by autonomous hand held GPS
 DR9502.observations and have an estimated accuracy of +/- 10 meters.
 DR9502
 DR9502.The orthometric height was determined by differential leveling and
 DR9502.adjusted by the NATIONAL GEODETIC SURVEY
 DR9502.in January 2024.
 DR9502
 DR9502.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9502.GEOID18 height accuracy estimate available here.
 DR9502
 DR9502.Click photographs - Photos may exist for this station.
 DR9502
 DR9502.The dynamic height is computed by dividing the NAVD 88
 DR9502.geopotential number by the normal gravity value computed on the
 DR9502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9502.degrees latitude (g = 980.6199 gals.).
 DR9502
 DR9502.The modeled gravity was interpolated from observed gravity values.
 DR9502
 DR9502;                    North         East    Units  Estimated Accuracy
 DR9502;SPC AR N     -    81,713.      363,362.      MT  (+/- 10 meters HH2 GPS)
 DR9502
 DR9502_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5455080880(NAD 83)
 DR9502
 DR9502                          SUPERSEDED SURVEY CONTROL
 DR9502
 DR9502.No superseded survey control is available for this station.
 DR9502
 DR9502_MARKER: DB = BENCH MARK DISK
 DR9502_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DR9502+WITH SETTING: PAVEMENT
 DR9502_SP_SET: SIGN POLE BASE
 DR9502_STAMPING: B 360 2023
 DR9502_MARK LOGO: ARHD
 DR9502_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR9502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR9502+STABILITY: SURFACE MOTION
 DR9502_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR9502+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2023
 DR9502
 DR9502  HISTORY     - Date     Condition        Report By
 DR9502  HISTORY     - 20230920 MONUMENTED       ARHD
 DR9502
 DR9502                          STATION DESCRIPTION
 DR9502
 DR9502'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2023 (JDH)
 DR9502'THE MARK IS LOCATED ABOUT 7.1 MI (11.4 KM) EAST-SOUTHEAST OF GLEASON,
 DR9502'5.5 MI (8.8 KM) WEST OF HAMLET AND 2.6 MI (4.2 KM) EAST-SOUTHEAST OF
 DR9502'CONWAY.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR9502'
 DR9502'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 286 AND CITY STREET
 DR9502'EAST GERMAN LANE, HEAD NORTH ALONG EAST GERMAN LANE FOR 0.1 MI (0.2
 DR9502'KM) TO THE STATION ON THE RIGHT, IN A 4X4 CONCRETE SIGN BASE.
 DR9502'
 DR9502'IT IS 38 FT (11.6 M) SOUTH OF A COMBINATION POLE, 32 FT (9.8 M)
 DR9502'SOUTHWEST OF A LIGHT POLE, 18 FT (5.5 M) EAST OF EAST GERMAN LANE
 DR9502'CENTERLINE AND 1 FT (0.3 M) NORTHWEST OF A FLASHING SCHOOL ZONE SIGN.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DS1537 ***********************************************************************
 DS1537  DESIGNATION -  B 361
 DS1537  PID         -  DS1537
 DS1537  STATE/COUNTY-  AR/POLK
 DS1537  COUNTRY     -  US
 DS1537  USGS QUAD   -  ACORN (2017)
 DS1537
 DS1537                         *CURRENT SURVEY CONTROL
 DS1537  ______________________________________________________________________
 DS1537* NAD 83(1986) POSITION- 34 38 39.0    (N) 094 11 54.1    (W)   HD_HELD2
 DS1537* NAVD 88 ORTHO HEIGHT -   330.220 (meters)     1083.40  (feet) ADJUSTED
 DS1537  ______________________________________________________________________
 DS1537  GEOID HEIGHT    -        -30.278 (meters)                     GEOID18
 DS1537  DYNAMIC HEIGHT  -        329.863 (meters)     1082.23  (feet) COMP
 DS1537  MODELED GRAVITY -    979,547.5   (mgal)                       NAVD 88
 DS1537
 DS1537  VERT ORDER      -  FIRST     CLASS II
 DS1537
 DS1537.The horizontal coordinates were established by autonomous hand held GPS
 DS1537.observations and have an estimated accuracy of +/- 10 meters.
 DS1537
 DS1537.The orthometric height was determined by differential leveling and
 DS1537.adjusted by the NATIONAL GEODETIC SURVEY
 DS1537.in May 2024.
 DS1537
 DS1537.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS1537.GEOID18 height accuracy estimate available here.
 DS1537
 DS1537.Click photographs - Photos may exist for this station.
 DS1537
 DS1537.The dynamic height is computed by dividing the NAVD 88
 DS1537.geopotential number by the normal gravity value computed on the
 DS1537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS1537.degrees latitude (g = 980.6199 gals.).
 DS1537
 DS1537.The modeled gravity was interpolated from observed gravity values.
 DS1537
 DS1537;                    North         East    Units  Estimated Accuracy
 DS1537;SPC AR S     -   621,498.      198,471.      MT  (+/- 10 meters HH2 GPS)
 DS1537
 DS1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU9017334236(NAD 83)
 DS1537
 DS1537                          SUPERSEDED SURVEY CONTROL
 DS1537
 DS1537.No superseded survey control is available for this station.
 DS1537
 DS1537_MARKER: DB = BENCH MARK DISK
 DS1537_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DS1537_SP_SET: BRIDGE ABUTMENT
 DS1537_STAMPING: B 361 2024
 DS1537_MARK LOGO: ARHD
 DS1537_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS1537_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS1537_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DS1537+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2024
 DS1537
 DS1537  HISTORY     - Date     Condition        Report By
 DS1537  HISTORY     - 20240306 MONUMENTED       ARHD
 DS1537
 DS1537                          STATION DESCRIPTION
 DS1537
 DS1537'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (JDH)
 DS1537'THE MARK IS LOCATED ABOUT 8.5 MI (13.7 KM) EAST-SOUTHEAST OF RICH
 DS1537'MOUNTAIN, 4.6 MI (7.4 KM) NORTH-NORTHEAST OF MENA AND IN THE TOWN OF
 DS1537'ACORN, AR.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DS1537'
 DS1537'TO REACH FROM THE INTERSECTION OF US HIGHWAY 71 AND US HIGHWAY 59,
 DS1537'HEAD NORTH ALONG HIGHWAY 71 FOR 0.08 MI (0.13 KM) TO COUNTY ROAD 109.
 DS1537'TURN LEFT AND GO EAST FOR 0.10 MI (0.16 KM) TO THE STATION ON THE
 DS1537'RIGHT.
 DS1537'
 DS1537'IT IS AN ALUMINUM CAP SET IN THE SOUTHEAST CORNER OF THE BRIDGE
 DS1537'ABUTMENT OF OUACHITA RELIEF BRIDGE, 16 FT (4.9 M) SOUTH OF COUNTY ROAD
 DS1537'109 CENTERLINE, 2 FT (0.6 M) SOUTHWEST OF A CONCRETE MONUMENT THAT HAS
 DS1537'FAP 441-6.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DS1949 ***********************************************************************
 DS1949  DESIGNATION -  B 362
 DS1949  PID         -  DS1949
 DS1949  STATE/COUNTY-  AR/SEBASTIAN
 DS1949  COUNTRY     -  US
 DS1949  USGS QUAD   -  BARLING (2017)
 DS1949
 DS1949                         *CURRENT SURVEY CONTROL
 DS1949  ______________________________________________________________________
 DS1949* NAD 83(1986) POSITION- 35 21 22.7    (N) 094 17 31.9    (W)   HD_HELD2
 DS1949* NAVD 88 ORTHO HEIGHT -   126.914 (meters)      416.38  (feet) ADJUSTED
 DS1949  ______________________________________________________________________
 DS1949  GEOID HEIGHT    -        -30.093 (meters)                     GEOID18
 DS1949  DYNAMIC HEIGHT  -        126.795 (meters)      415.99  (feet) COMP
 DS1949  MODELED GRAVITY -    979,691.8   (mgal)                       NAVD 88
 DS1949
 DS1949  VERT ORDER      -  FIRST     CLASS II
 DS1949
 DS1949.The horizontal coordinates were established by autonomous hand held GPS
 DS1949.observations and have an estimated accuracy of +/- 10 meters.
 DS1949
 DS1949.The orthometric height was determined by differential leveling and
 DS1949.adjusted by the NATIONAL GEODETIC SURVEY
 DS1949.in September 2024.
 DS1949
 DS1949.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS1949.GEOID18 height accuracy estimate available here.
 DS1949
 DS1949.Click photographs - Photos may exist for this station.
 DS1949
 DS1949.The dynamic height is computed by dividing the NAVD 88
 DS1949.geopotential number by the normal gravity value computed on the
 DS1949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS1949.degrees latitude (g = 980.6199 gals.).
 DS1949
 DS1949.The modeled gravity was interpolated from observed gravity values.
 DS1949
 DS1949;                    North         East    Units  Estimated Accuracy
 DS1949;SPC AR N     -   115,915.      191,691.      MT  (+/- 10 meters HH2 GPS)
 DS1949
 DS1949_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV8259513323(NAD 83)
 DS1949
 DS1949                          SUPERSEDED SURVEY CONTROL
 DS1949
 DS1949.No superseded survey control is available for this station.
 DS1949
 DS1949_MARKER: DB = BENCH MARK DISK
 DS1949_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DS1949_SP_SET: BRIDGE ABUTMENT
 DS1949_STAMPING: B 362 2024
 DS1949_MARK LOGO: ARHD
 DS1949_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS1949_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS1949_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DS1949+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2024
 DS1949
 DS1949  HISTORY     - Date     Condition        Report By
 DS1949  HISTORY     - 20240415 MONUMENTED       ARHD
 DS1949
 DS1949                          STATION DESCRIPTION
 DS1949
 DS1949'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (JDH)
 DS1949'THE MARK IS LOCATED ABOUT 6.4 MI (10.3 KM) EAST-NORTHEAST OF SOUTH
 DS1949'FORT SMITH, 6.3 MI (10.1 KM) EAST-SOUTHEAST OF FORT SMITH AND 2.2 MI
 DS1949'(3.5 KM) NORTH-NORTHEAST OF BARLING.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DS1949'
 DS1949'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 59 AND STATE HIGHWAY
 DS1949'22, HEAD NORTH ALONG HIGHWAY 59 FOR 2.45 MI (3.94 KM) TO THE STATION
 DS1949'ON THE RIGHT, AN ALUMINUM CAP SET IN THE BRIDGE ABUTMENT.
 DS1949'
 DS1949'IT IS 14 FT (4.3 M) EAST OF HIGHWAY 59 CENTERLINE AND 2 FT (0.6 M)
 DS1949'EAST OF THE GUARD RAIL.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DS2471 ***********************************************************************
 DS2471  DESIGNATION -  B 363
 DS2471  PID         -  DS2471
 DS2471  STATE/COUNTY-  AR/COLUMBIA
 DS2471  COUNTRY     -  US
 DS2471  USGS QUAD   -  MAGNOLIA (2017)
 DS2471
 DS2471                         *CURRENT SURVEY CONTROL
 DS2471  ______________________________________________________________________
 DS2471* NAD 83(1986) POSITION- 33 19 00.3    (N) 093 13 44.3    (W)   HD_HELD2
 DS2471* NAVD 88 ORTHO HEIGHT -    92.060 (meters)      302.03  (feet) ADJUSTED
 DS2471  ______________________________________________________________________
 DS2471  GEOID HEIGHT    -        -26.463 (meters)                     GEOID18
 DS2471  DYNAMIC HEIGHT  -         91.961 (meters)      301.71  (feet) COMP
 DS2471  MODELED GRAVITY -    979,565.7   (mgal)                       NAVD 88
 DS2471
 DS2471  VERT ORDER      -  SECOND    CLASS I
 DS2471
 DS2471.The horizontal coordinates were established by autonomous hand held GPS
 DS2471.observations and have an estimated accuracy of +/- 10 meters.
 DS2471
 DS2471.The orthometric height was determined by differential leveling and
 DS2471.adjusted by the NATIONAL GEODETIC SURVEY
 DS2471.in October 2024.
 DS2471
 DS2471.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS2471.GEOID18 height accuracy estimate available here.
 DS2471
 DS2471.Click photographs - Photos may exist for this station.
 DS2471
 DS2471.The dynamic height is computed by dividing the NAVD 88
 DS2471.geopotential number by the normal gravity value computed on the
 DS2471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS2471.degrees latitude (g = 980.6199 gals.).
 DS2471
 DS2471.The modeled gravity was interpolated from observed gravity values.
 DS2471
 DS2471;                    North         East    Units  Estimated Accuracy
 DS2471;SPC AR S     -   472,790.      285,564.      MT  (+/- 10 meters HH2 GPS)
 DS2471
 DS2471_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS7868786426(NAD 83)
 DS2471
 DS2471                          SUPERSEDED SURVEY CONTROL
 DS2471
 DS2471.No superseded survey control is available for this station.
 DS2471
 DS2471_MARKER: DB = BENCH MARK DISK
 DS2471_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DS2471_SP_SET: HEADWALL
 DS2471_STAMPING: B 363 2024
 DS2471_MARK LOGO: ARHD
 DS2471_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS2471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS2471+STABILITY: SURFACE MOTION
 DS2471_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DS2471+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2024
 DS2471
 DS2471  HISTORY     - Date     Condition        Report By
 DS2471  HISTORY     - 20240829 MONUMENTED       ARHD
 DS2471
 DS2471                          STATION DESCRIPTION
 DS2471
 DS2471'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (JDH)
 DS2471'THE MARK IS LOCATED ABOUT 6.3 MI (10.1 KM) SOUTH-SOUTHEAST OF
 DS2471'LAMARTINE, 4.5 MI (7.2 KM) EAST-SOUTHEAST OF WALDO AND 3.5 MI (5.6 KM)
 DS2471'NORTH OF MAGNOLIA.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DS2471'
 DS2471'TO REACH FROM THE INTERSECTION OF US HIGHWAY 82 AND STATE HIGHWAY 355,
 DS2471'HEAD NORTH ALONG MULERIDER TRAIL FOR 1.40 MI (2.25 KM) TO THE STATION
 DS2471'ON THE RIGHT, AN ALUMINUM CAP SET IN THE NORTH END OF THE EAST
 DS2471'HEADWALL.
 DS2471'
 DS2471'IT IS 93 FT (28.3 M) EAST OF A POWERPOLE AND 15 FT (4.6 M) SOUTHEAST
 DS2471'OF MULERIDER TRAIL CENTERLINE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DS3554 ***********************************************************************
 DS3554  DESIGNATION -  B 364
 DS3554  PID         -  DS3554
 DS3554  STATE/COUNTY-  AR/MILLER
 DS3554  COUNTRY     -  US
 DS3554  USGS QUAD   -  MANDEVILLE (2017)
 DS3554
 DS3554                         *CURRENT SURVEY CONTROL
 DS3554  ______________________________________________________________________
 DS3554* NAD 83(1986) POSITION- 33 22 35.6    (N) 093 58 45.7    (W)   HD_HELD2
 DS3554* NAVD 88 ORTHO HEIGHT -   114.098 (meters)      374.34  (feet) ADJUSTED
 DS3554  ______________________________________________________________________
 DS3554  GEOID HEIGHT    -        -26.852 (meters)                     GEOID18
 DS3554  DYNAMIC HEIGHT  -        113.976 (meters)      373.94  (feet) COMP
 DS3554  MODELED GRAVITY -    979,567.0   (mgal)                       NAVD 88
 DS3554
 DS3554  VERT ORDER      -  FIRST     CLASS II
 DS3554
 DS3554.The horizontal coordinates were established by autonomous hand held GPS
 DS3554.observations and have an estimated accuracy of +/- 10 meters.
 DS3554
 DS3554.The orthometric height was determined by differential leveling and
 DS3554.adjusted by the NATIONAL GEODETIC SURVEY
 DS3554.in January 2026.
 DS3554
 DS3554.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3554.GEOID18 height accuracy estimate available here.
 DS3554
 DS3554.Click photographs - Photos may exist for this station.
 DS3554
 DS3554.The dynamic height is computed by dividing the NAVD 88
 DS3554.geopotential number by the normal gravity value computed on the
 DS3554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS3554.degrees latitude (g = 980.6199 gals.).
 DS3554
 DS3554.The modeled gravity was interpolated from observed gravity values.
 DS3554
 DS3554;                    North         East    Units  Estimated Accuracy
 DS3554;SPC AR S     -   480,517.      215,827.      MT  (+/- 10 meters HH2 GPS)
 DS3554
 DS3554_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS0890193461(NAD 83)
 DS3554
 DS3554                          SUPERSEDED SURVEY CONTROL
 DS3554
 DS3554.No superseded survey control is available for this station.
 DS3554
 DS3554_MARKER: DB = BENCH MARK DISK
 DS3554_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DS3554_SP_SET: WATER WELL BASE
 DS3554_STAMPING: B 364 2025
 DS3554_MARK LOGO: ARHD
 DS3554_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS3554_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS3554_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DS3554+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2025
 DS3554
 DS3554  HISTORY     - Date     Condition        Report By
 DS3554  HISTORY     - 20250602 MONUMENTED       ARHD
 DS3554
 DS3554                          STATION DESCRIPTION
 DS3554
 DS3554'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2025 (JDH)
 DS3554'THE MARK IS LOCATED ABOUT 9.6 MI (15.4 KM) NORTHWEST OF FOUKE, 7.3 MI
 DS3554'(11.7 KM) SOUTH OF MANDEVILLE AND 5.6 MI (9.0 KM) SOUTHEAST OF
 DS3554'TEXARKANA.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DS3554'
 DS3554'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 237 AND US HIGHWAY 71,
 DS3554'HEAD NORTH ALONG HIGHWAY 237 FOR 0.55 MI (0.88 KM) TO THE STATION ON
 DS3554'THE LEFT, AN ALUMINUM CAP SET IN THE NORTHEAST CORNER OF THE CONCRETE
 DS3554'BASE OF A WATER WELL.
 DS3554'
 DS3554'IT IS 114 FT (34.7 M) WEST OF HIGHWAY 237 CENTERLINE, 83 FT (25.3 M)
 DS3554'SOUTHWEST OF THE SOUTHEAST CORNER OF TROOP 11 AND 17 FT (5.2 M)
 DS3554'SOUTHWEST OF A LIGHT POLE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DS3772 ***********************************************************************
 DS3772  DESIGNATION -  B 365
 DS3772  PID         -  DS3772
 DS3772  STATE/COUNTY-  AR/MADISON
 DS3772  COUNTRY     -  US
 DS3772  USGS QUAD   -  HUNTSVILLE (2017)
 DS3772
 DS3772                         *CURRENT SURVEY CONTROL
 DS3772  ______________________________________________________________________
 DS3772* NAD 83(1986) POSITION- 36 07 18.2    (N) 093 41 37.4    (W)   HD_HELD2
 DS3772* NAVD 88 ORTHO HEIGHT -   385.159 (meters)     1263.64  (feet) ADJUSTED
 DS3772  ______________________________________________________________________
 DS3772  GEOID HEIGHT    -        -28.019 (meters)                     GEOID18
 DS3772  DYNAMIC HEIGHT  -        384.808 (meters)     1262.49  (feet) COMP
 DS3772  MODELED GRAVITY -    979,709.8   (mgal)                       NAVD 88
 DS3772
 DS3772  VERT ORDER      -  SECOND    CLASS I
 DS3772
 DS3772.The horizontal coordinates were established by autonomous hand held GPS
 DS3772.observations and have an estimated accuracy of +/- 10 meters.
 DS3772
 DS3772.The orthometric height was determined by differential leveling and
 DS3772.adjusted by the NATIONAL GEODETIC SURVEY
 DS3772.in January 2026.
 DS3772
 DS3772.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3772.GEOID18 height accuracy estimate available here.
 DS3772
 DS3772.Click photographs - Photos may exist for this station.
 DS3772
 DS3772.The dynamic height is computed by dividing the NAVD 88
 DS3772.geopotential number by the normal gravity value computed on the
 DS3772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS3772.degrees latitude (g = 980.6199 gals.).
 DS3772
 DS3772.The modeled gravity was interpolated from observed gravity values.
 DS3772
 DS3772;                    North         East    Units  Estimated Accuracy
 DS3772;SPC AR N     -   199,723.      247,533.      MT  (+/- 10 meters HH2 GPS)
 DS3772
 DS3772_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV3757297672(NAD 83)
 DS3772
 DS3772                          SUPERSEDED SURVEY CONTROL
 DS3772
 DS3772.No superseded survey control is available for this station.
 DS3772
 DS3772_MARKER: DB = BENCH MARK DISK
 DS3772_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DS3772_SP_SET: PARAPET WALL
 DS3772_STAMPING: B 365 2025
 DS3772_MARK LOGO: ARHD
 DS3772_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS3772_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3772_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DS3772+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2025
 DS3772
 DS3772  HISTORY     - Date     Condition        Report By
 DS3772  HISTORY     - 20250819 MONUMENTED       ARHD
 DS3772
 DS3772                          STATION DESCRIPTION
 DS3772
 DS3772'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2025 (JDH)
 DS3772'THE MARK IS LOCATED ABOUT 6.0 MI (9.7 KM) EAST OF HARTWELL, 4.3 MI
 DS3772'(6.9 KM) SOUTH-SOUTHEAST OF FORUM AND 3.6 MI (5.8 KM) NORTHEAST OF
 DS3772'HUNTSVILLE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DS3772'
 DS3772'TO REACH FROM THE INTERSECTION OF US HIGHWAY 412 AND STATE HIGHWAY 23,
 DS3772'HEAD EAST ALONG HIGHWAY 412 FOR 2.44 MI (3.93 KM) TO COUNTY ROAD
 DS3772'MADISON 1650.  TURN LEFT AND GO NORTH ALONG MADISON 1650 FOR 0.19 MI
 DS3772'(0.31 KM) (0.26 KM) TO THE STATION ON THE LEFT, AN ALUMINUM CAP SET IN
 DS3772'THE NORTHEAST CORNER OF THE BRIDGE.
 DS3772'
 DS3772'IT IS 13 FT (4.0 M) SOUTHWEST OF THE NORTHEAST BRIDGE CORNER AND 8 FT
 DS3772'(2.4 M) NORTHWEST OF MADISON 1650 CENTERLINE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0117 ***********************************************************************
 GF0117  DESIGNATION -  B 37
 GF0117  PID         -  GF0117
 GF0117  STATE/COUNTY-  AR/BOONE
 GF0117  COUNTRY     -  US
 GF0117  USGS QUAD   -  ZINC (2017)
 GF0117
 GF0117                         *CURRENT SURVEY CONTROL
 GF0117  ______________________________________________________________________
 GF0117* NAD 83(1986) POSITION- 36 19 00.     (N) 092 58 03.     (W)   SCALED
 GF0117* NAVD 88 ORTHO HEIGHT -   330.017 (meters)     1082.73  (feet) ADJUSTED
 GF0117  ______________________________________________________________________
 GF0117  GEOID HEIGHT    -        -28.362 (meters)                     GEOID18
 GF0117  DYNAMIC HEIGHT  -        329.725 (meters)     1081.77  (feet) COMP
 GF0117  MODELED GRAVITY -    979,736.3   (mgal)                       NAVD 88
 GF0117
 GF0117  VERT ORDER      -  SECOND    CLASS 0
 GF0117
 GF0117.The horizontal coordinates were scaled from a map and have
 GF0117.an estimated accuracy of +/- 6 seconds.
 GF0117
 GF0117.The orthometric height was determined by differential leveling and
 GF0117.adjusted by the NATIONAL GEODETIC SURVEY
 GF0117.in June 1991.
 GF0117
 GF0117.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0117.GEOID18 height accuracy estimate available here.
 GF0117
 GF0117.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA029190(NAD 83)
 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
 GF0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0117.See file dsdata.pdf to determine how the superseded data were derived.
 GF0117
 GF0117_MARKER: DB = BENCH MARK DISK
 GF0117_SETTING: 66 = SET IN ROCK OUTCROP
 GF0117_STAMPING: B 37 1934
 GF0117_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0049 ***********************************************************************
 GF0049  DESIGNATION -  B 39
 GF0049  PID         -  GF0049
 GF0049  STATE/COUNTY-  AR/BAXTER
 GF0049  COUNTRY     -  US
 GF0049  USGS QUAD   -  BUFFALO CITY (2017)
 GF0049
 GF0049                         *CURRENT SURVEY CONTROL
 GF0049  ______________________________________________________________________
 GF0049* NAD 83(1986) POSITION- 36 11 39.     (N) 092 22 57.     (W)   SCALED
 GF0049* NAVD 88 ORTHO HEIGHT -   126.368 (meters)      414.59  (feet) ADJUSTED
 GF0049  ______________________________________________________________________
 GF0049  GEOID HEIGHT    -        -28.351 (meters)                     GEOID18
 GF0049  DYNAMIC HEIGHT  -        126.259 (meters)      414.23  (feet) COMP
 GF0049  MODELED GRAVITY -    979,773.0   (mgal)                       NAVD 88
 GF0049
 GF0049  VERT ORDER      -  SECOND    CLASS 0
 GF0049
 GF0049.The horizontal coordinates were scaled from a map and have
 GF0049.an estimated accuracy of +/- 6 seconds.
 GF0049
 GF0049.The orthometric height was determined by differential leveling and
 GF0049.adjusted by the NATIONAL GEODETIC SURVEY
 GF0049.in June 1991.
 GF0049
 GF0049.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0049.GEOID18 height accuracy estimate available here.
 GF0049
 GF0049.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA555056(NAD 83)
 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
 GF0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0049.See file dsdata.pdf to determine how the superseded data were derived.
 GF0049
 GF0049_MARKER: DB = BENCH MARK DISK
 GF0049_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GF0049_STAMPING: B 39 1934
 GF0049_MARK LOGO: CGS
 GF0049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0049
 GF0049  HISTORY     - Date     Condition        Report By
 GF0049  HISTORY     - 1934     MONUMENTED       CGS
 GF0049  HISTORY     - 20100908 MARK NOT FOUND   ARHD
 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.
 GF0049
 GF0049                          STATION RECOVERY (2010)
 GF0049
 GF0049'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2010 (VJB)
 GF0049'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1564 ***********************************************************************
 FF1564  DESIGNATION -  B 4
 FF1564  PID         -  FF1564
 FF1564  STATE/COUNTY-  AR/INDEPENDENCE
 FF1564  COUNTRY     -  US
 FF1564  USGS QUAD   -  JAMESTOWN (2017)
 FF1564
 FF1564                         *CURRENT SURVEY CONTROL
 FF1564  ______________________________________________________________________
 FF1564* NAD 83(1986) POSITION- 35 44 11.     (N) 091 40 46.     (W)   SCALED
 FF1564* NAVD 88 ORTHO HEIGHT -    99.149 (meters)      325.29  (feet) ADJUSTED
 FF1564  ______________________________________________________________________
 FF1564  GEOID HEIGHT    -        -27.533 (meters)                     GEOID18
 FF1564  DYNAMIC HEIGHT  -         99.065 (meters)      325.02  (feet) COMP
 FF1564  MODELED GRAVITY -    979,776.2   (mgal)                       NAVD 88
 FF1564
 FF1564  VERT ORDER      -  SECOND    CLASS 0
 FF1564
 FF1564.The horizontal coordinates were scaled from a map and have
 FF1564.an estimated accuracy of +/- 6 seconds.
 FF1564
 FF1564.The orthometric height was determined by differential leveling and
 FF1564.adjusted by the NATIONAL GEODETIC SURVEY
 FF1564.in June 1991.
 FF1564
 FF1564.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1564.GEOID18 height accuracy estimate available here.
 FF1564
 FF1564.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV194555(NAD 83)
 FF1564
 FF1564                          SUPERSEDED SURVEY CONTROL
 FF1564
 FF1564  NGVD 29 (11/26/84)   99.075  (m)          325.05   (f) ADJUSTED    2 0
 FF1564
 FF1564.Superseded values are not recommended for survey control.
 FF1564
 FF1564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1564.See file dsdata.pdf to determine how the superseded data were derived.
 FF1564
 FF1564_MARKER: DD = SURVEY DISK
 FF1564_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF1564_STAMPING: B 4 1934 325.049
 FF1564_MARK LOGO: CGS+SS
 FF1564_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0575 ***********************************************************************
 GE0575  DESIGNATION -  B 40
 GE0575  PID         -  GE0575
 GE0575  STATE/COUNTY-  AR/FULTON
 GE0575  COUNTRY     -  US
 GE0575  USGS QUAD   -  SALEM (2017)
 GE0575
 GE0575                         *CURRENT SURVEY CONTROL
 GE0575  ______________________________________________________________________
 GE0575* NAD 83(1986) POSITION- 36 21 10.     (N) 091 46 36.     (W)   SCALED
 GE0575* NAVD 88 ORTHO HEIGHT -   187.298 (meters)      614.49  (feet) ADJUSTED
 GE0575  ______________________________________________________________________
 GE0575  GEOID HEIGHT    -        -28.318 (meters)                     GEOID18
 GE0575  DYNAMIC HEIGHT  -        187.141 (meters)      613.98  (feet) COMP
 GE0575  MODELED GRAVITY -    979,789.3   (mgal)                       NAVD 88
 GE0575
 GE0575  VERT ORDER      -  SECOND    CLASS 0
 GE0575
 GE0575.The horizontal coordinates were scaled from a map and have
 GE0575.an estimated accuracy of +/- 6 seconds.
 GE0575
 GE0575.The orthometric height was determined by differential leveling and
 GE0575.adjusted by the NATIONAL GEODETIC SURVEY
 GE0575.in June 1991.
 GE0575
 GE0575.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0575.GEOID18 height accuracy estimate available here.
 GE0575
 GE0575.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA097237(NAD 83)
 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
 GE0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0575.See file dsdata.pdf to determine how the superseded data were derived.
 GE0575
 GE0575_MARKER: DB = BENCH MARK DISK
 GE0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0575_STAMPING: B 40 1934
 GE0575_MARK LOGO: CGS
 GE0575_PROJECTION: PROJECTING 9 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0635 ***********************************************************************
 GE0635  DESIGNATION -  B 40
 GE0635  PID         -  GE0635
 GE0635  STATE/COUNTY-  AR/SHARP
 GE0635  COUNTRY     -  US
 GE0635  USGS QUAD   -  EVENING SHADE (2017)
 GE0635
 GE0635                         *CURRENT SURVEY CONTROL
 GE0635  ______________________________________________________________________
 GE0635* NAD 83(1986) POSITION- 36 06 11.     (N) 091 36 23.     (W)   SCALED
 GE0635* NAVD 88 ORTHO HEIGHT -   157.986 (meters)      518.33  (feet) ADJUSTED
 GE0635  ______________________________________________________________________
 GE0635  GEOID HEIGHT    -        -28.078 (meters)                     GEOID18
 GE0635  DYNAMIC HEIGHT  -        157.852 (meters)      517.89  (feet) COMP
 GE0635  MODELED GRAVITY -    979,779.4   (mgal)                       NAVD 88
 GE0635
 GE0635  VERT ORDER      -  SECOND    CLASS 0
 GE0635
 GE0635.The horizontal coordinates were scaled from a map and have
 GE0635.an estimated accuracy of +/- 6 seconds.
 GE0635
 GE0635.The orthometric height was determined by differential leveling and
 GE0635.adjusted by the NATIONAL GEODETIC SURVEY
 GE0635.in June 1991.
 GE0635
 GE0635.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0635.GEOID18 height accuracy estimate available here.
 GE0635
 GE0635.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV254962(NAD 83)
 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
 GE0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0635.See file dsdata.pdf to determine how the superseded data were derived.
 GE0635
 GE0635_MARKER: DD = SURVEY DISK
 GE0635_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GE0635_SP_SET: CULVERT HEADWALL
 GE0635_STAMPING: B 40 1934
 GE0635_MARK LOGO: CGS+SS
 GE0635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0635+STABILITY: SURFACE MOTION
 GE0635
 GE0635  HISTORY     - Date     Condition        Report By
 GE0635  HISTORY     - 1934     MONUMENTED       ARGS
 GE0635  HISTORY     - 1955     MARK NOT FOUND   CGS
 GE0635
 GE0635                          STATION DESCRIPTION
 GE0635
 GE0635'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 GE0642 ***********************************************************************
 GE0642  DESIGNATION -  B 41
 GE0642  PID         -  GE0642
 GE0642  STATE/COUNTY-  AR/SHARP
 GE0642  COUNTRY     -  US
 GE0642  USGS QUAD   -  EVENING SHADE (2017)
 GE0642
 GE0642                         *CURRENT SURVEY CONTROL
 GE0642  ______________________________________________________________________
 GE0642* NAD 83(1986) POSITION- 36 03 04.     (N) 091 36 28.     (W)   SCALED
 GE0642* NAVD 88 ORTHO HEIGHT -   140.364 (meters)      460.51  (feet) ADJUSTED
 GE0642  ______________________________________________________________________
 GE0642  GEOID HEIGHT    -        -28.006 (meters)                     GEOID18
 GE0642  DYNAMIC HEIGHT  -        140.243 (meters)      460.11  (feet) COMP
 GE0642  MODELED GRAVITY -    979,769.5   (mgal)                       NAVD 88
 GE0642
 GE0642  VERT ORDER      -  SECOND    CLASS 0
 GE0642
 GE0642.The horizontal coordinates were scaled from a map and have
 GE0642.an estimated accuracy of +/- 6 seconds.
 GE0642
 GE0642.The orthometric height was determined by differential leveling and
 GE0642.adjusted by the NATIONAL GEODETIC SURVEY
 GE0642.in June 1991.
 GE0642
 GE0642.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0642.GEOID18 height accuracy estimate available here.
 GE0642
 GE0642.Click photographs - Photos may exist for this station.
 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     -   190,650.      435,340.      MT  (+/- 180 meters Scaled)
 GE0642
 GE0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV254905(NAD 83)
 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
 GE0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0642.See file dsdata.pdf to determine how the superseded data were derived.
 GE0642
 GE0642_MARKER: DB = BENCH MARK DISK
 GE0642_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GE0642_STAMPING: B 41 1934
 GE0642_MARK LOGO: CGS
 GE0642_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0642
 GE0642  HISTORY     - Date     Condition        Report By
 GE0642  HISTORY     - 1934     MONUMENTED       CGS
 GE0642  HISTORY     - 1955     MARK NOT FOUND   CGS
 GE0642
 GE0642                          STATION DESCRIPTION
 GE0642
 GE0642'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 GE0630 ***********************************************************************
 GE0630  DESIGNATION -  B 41
 GE0630  PID         -  GE0630
 GE0630  STATE/COUNTY-  AR/SHARP
 GE0630  COUNTRY     -  US
 GE0630  USGS QUAD   -  ASH FLAT (2017)
 GE0630
 GE0630                         *CURRENT SURVEY CONTROL
 GE0630  ______________________________________________________________________
 GE0630* NAD 83(1986) POSITION- 36 08 36.     (N) 091 36 47.     (W)   SCALED
 GE0630* NAVD 88 ORTHO HEIGHT -   214.629 (meters)      704.16  (feet) ADJUSTED
 GE0630  ______________________________________________________________________
 GE0630  GEOID HEIGHT    -        -28.096 (meters)                     GEOID18
 GE0630  DYNAMIC HEIGHT  -        214.446 (meters)      703.56  (feet) COMP
 GE0630  MODELED GRAVITY -    979,775.1   (mgal)                       NAVD 88
 GE0630
 GE0630  VERT ORDER      -  SECOND    CLASS 0
 GE0630
 GE0630.The horizontal coordinates were scaled from a map and have
 GE0630.an estimated accuracy of +/- 6 seconds.
 GE0630
 GE0630.The orthometric height was determined by differential leveling and
 GE0630.adjusted by the NATIONAL GEODETIC SURVEY
 GE0630.in June 1991.
 GE0630
 GE0630.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0630.GEOID18 height accuracy estimate available here.
 GE0630
 GE0630.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA247007(NAD 83)
 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
 GE0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0630.See file dsdata.pdf to determine how the superseded data were derived.
 GE0630
 GE0630_MARKER: DD = SURVEY DISK
 GE0630_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GE0630_STAMPING: B 41 1934
 GE0630_MARK LOGO: CGS+SS
 GE0630_PROJECTION: FLUSH
 GE0630_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0630
 GE0630  HISTORY     - Date     Condition        Report By
 GE0630  HISTORY     - 1934     MONUMENTED       ARGS
 GE0630  HISTORY     - 1955     GOOD             CGS
 GE0630  HISTORY     - 1956     GOOD             CGS
 GE0630
 GE0630                          STATION DESCRIPTION
 GE0630
 GE0630'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1956
 GE0630'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0068 ***********************************************************************
 FG0068  DESIGNATION -  B 42
 FG0068  PID         -  FG0068
 FG0068  STATE/COUNTY-  AR/CLEBURNE
 FG0068  COUNTRY     -  US
 FG0068  USGS QUAD   -  GREERS FERRY DAM (2017)
 FG0068
 FG0068                         *CURRENT SURVEY CONTROL
 FG0068  ______________________________________________________________________
 FG0068* NAD 83(1986) POSITION- 35 31 23.     (N) 091 59 57.     (W)   SCALED
 FG0068* NAVD 88 ORTHO HEIGHT -   141.075 (meters)      462.84  (feet) ADJUSTED
 FG0068  ______________________________________________________________________
 FG0068  GEOID HEIGHT    -        -27.478 (meters)                     GEOID18
 FG0068  DYNAMIC HEIGHT  -        140.950 (meters)      462.43  (feet) COMP
 FG0068  MODELED GRAVITY -    979,742.5   (mgal)                       NAVD 88
 FG0068
 FG0068  VERT ORDER      -  SECOND    CLASS 0
 FG0068
 FG0068.The horizontal coordinates were scaled from a map and have
 FG0068.an estimated accuracy of +/- 6 seconds.
 FG0068
 FG0068.The orthometric height was determined by differential leveling and
 FG0068.adjusted by the NATIONAL GEODETIC SURVEY
 FG0068.in June 1991.
 FG0068
 FG0068.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0068.GEOID18 height accuracy estimate available here.
 FG0068
 FG0068.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV907315(NAD 83)
 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
 FG0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0068.See file dsdata.pdf to determine how the superseded data were derived.
 FG0068
 FG0068_MARKER: DB = BENCH MARK DISK
 FG0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0068_STAMPING: B 42 1935
 FG0068_MARK LOGO: CGS
 FG0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0068+STABILITY: SURFACE MOTION
 FG0068
 FG0068  HISTORY     - Date     Condition        Report By
 FG0068  HISTORY     - 1935     MONUMENTED       CGS
 FG0068  HISTORY     - 1954     GOOD             CGS
 FG0068  HISTORY     - 1972     GOOD             USGS
 FG0068  HISTORY     - 20111107 MARK NOT FOUND   ARHD
 FG0068
 FG0068                          STATION DESCRIPTION
 FG0068
 FG0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 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.
 FG0068
 FG0068                          STATION RECOVERY (2011)
 FG0068
 FG0068'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (AMC)
 FG0068'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1577 ***********************************************************************
 FF1577  DESIGNATION -  B 43
 FF1577  PID         -  FF1577
 FF1577  STATE/COUNTY-  AR/IZARD
 FF1577  COUNTRY     -  US
 FF1577  USGS QUAD   -  GUION (2017)
 FF1577
 FF1577                         *CURRENT SURVEY CONTROL
 FF1577  ______________________________________________________________________
 FF1577* NAD 83(1986) POSITION- 35 54 23.     (N) 091 55 17.     (W)   SCALED
 FF1577* NAVD 88 ORTHO HEIGHT -    92.846 (meters)      304.61  (feet) ADJUSTED
 FF1577  ______________________________________________________________________
 FF1577  GEOID HEIGHT    -        -27.717 (meters)                     GEOID18
 FF1577  DYNAMIC HEIGHT  -         92.767 (meters)      304.35  (feet) COMP
 FF1577  MODELED GRAVITY -    979,781.7   (mgal)                       NAVD 88
 FF1577
 FF1577  VERT ORDER      -  SECOND    CLASS I
 FF1577
 FF1577.The horizontal coordinates were scaled from a map and have
 FF1577.an estimated accuracy of +/- 6 seconds.
 FF1577
 FF1577.The orthometric height was determined by differential leveling and
 FF1577.adjusted by the NATIONAL GEODETIC SURVEY
 FF1577.in October 2015.
 FF1577
 FF1577.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1577.GEOID18 height accuracy estimate available here.
 FF1577
 FF1577.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV973741(NAD 83)
 FF1577
 FF1577                          SUPERSEDED SURVEY CONTROL
 FF1577
 FF1577  NAVD 88 (06/15/91)   92.898  (m)          304.78   (f) SUPERSEDED  2 0
 FF1577  NGVD 29 (11/26/84)   92.808  (m)          304.49   (f) ADJUSTED    2 0
 FF1577
 FF1577.Superseded values are not recommended for survey control.
 FF1577
 FF1577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1577.See file dsdata.pdf to determine how the superseded data were derived.
 FF1577
 FF1577_MARKER: DB = BENCH MARK DISK
 FF1577_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FF1577_SP_SET: CULVERT HEADWALL
 FF1577_STAMPING: B 43 1934
 FF1577_MARK LOGO: CGS
 FF1577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1577+STABILITY: SURFACE MOTION
 FF1577_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF1577+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2015
 FF1577
 FF1577  HISTORY     - Date     Condition        Report By
 FF1577  HISTORY     - 1934     MONUMENTED       CGS
 FF1577  HISTORY     - 20060418 GOOD             ARHD
 FF1577  HISTORY     - 20141014 GOOD             CONSOL
 FF1577  HISTORY     - 20150413 MARK NOT FOUND   ARHD
 FF1577  HISTORY     - 20150420 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 DEPARTMENT OF TRANSPORTATION 2006 (VJB)
 FF1577'RECOVERED IN GOOD CONDITION.
 FF1577
 FF1577                          STATION RECOVERY (2014)
 FF1577
 FF1577'RECOVERY NOTE BY CONSOLIDATED LAND SERVICE 2014 (DB)
 FF1577'RECOVERED IN GOOD CONDITION.
 FF1577
 FF1577                          STATION RECOVERY (2015)
 FF1577
 FF1577'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (BAB)
 FF1577'MARK NOT FOUND.
 FF1577
 FF1577                          STATION RECOVERY (2015)
 FF1577
 FF1577'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 FF1577'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0931 ***********************************************************************
 FF0931  DESIGNATION -  B 44
 FF0931  PID         -  FF0931
 FF0931  STATE/COUNTY-  AR/INDEPENDENCE
 FF0931  COUNTRY     -  US
 FF0931  USGS QUAD   -  CORD (2017)
 FF0931
 FF0931                         *CURRENT SURVEY CONTROL
 FF0931  ______________________________________________________________________
 FF0931* NAD 83(1986) POSITION- 35 49 23.     (N) 091 20 36.     (W)   SCALED
 FF0931* NAVD 88 ORTHO HEIGHT -   100.810 (meters)      330.74  (feet) ADJUSTED
 FF0931  ______________________________________________________________________
 FF0931  GEOID HEIGHT    -        -27.848 (meters)                     GEOID18
 FF0931  DYNAMIC HEIGHT  -        100.723 (meters)      330.46  (feet) COMP
 FF0931  MODELED GRAVITY -    979,770.4   (mgal)                       NAVD 88
 FF0931
 FF0931  VERT ORDER      -  SECOND    CLASS 0
 FF0931
 FF0931.The horizontal coordinates were scaled from a map and have
 FF0931.an estimated accuracy of +/- 6 seconds.
 FF0931
 FF0931.The orthometric height was determined by differential leveling and
 FF0931.adjusted by the NATIONAL GEODETIC SURVEY
 FF0931.in June 1991.
 FF0931
 FF0931.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0931.GEOID18 height accuracy estimate available here.
 FF0931
 FF0931.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV496655(NAD 83)
 FF0931
 FF0931                          SUPERSEDED SURVEY CONTROL
 FF0931
 FF0931  NGVD 29 (11/26/84)  100.728  (m)          330.47   (f) ADJUSTED    2 0
 FF0931
 FF0931.Superseded values are not recommended for survey control.
 FF0931
 FF0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0931.See file dsdata.pdf to determine how the superseded data were derived.
 FF0931
 FF0931_MARKER: DB = BENCH MARK DISK
 FF0931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0931_STAMPING: B 44 1935 330.472
 FF0931_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0619 ***********************************************************************
 GE0619  DESIGNATION -  B 44 RESET
 GE0619  PID         -  GE0619
 GE0619  STATE/COUNTY-  AR/SHARP
 GE0619  COUNTRY     -  US
 GE0619  USGS QUAD   -  ASH FLAT (2017)
 GE0619
 GE0619                         *CURRENT SURVEY CONTROL
 GE0619  ______________________________________________________________________
 GE0619* NAD 83(1986) POSITION- 36 14 12.     (N) 091 36 04.     (W)   SCALED
 GE0619* NAVD 88 ORTHO HEIGHT -   178.928 (meters)      587.03  (feet) ADJUSTED
 GE0619  ______________________________________________________________________
 GE0619  GEOID HEIGHT    -        -28.216 (meters)                     GEOID18
 GE0619  DYNAMIC HEIGHT  -        178.777 (meters)      586.54  (feet) COMP
 GE0619  MODELED GRAVITY -    979,785.8   (mgal)                       NAVD 88
 GE0619
 GE0619  VERT ORDER      -  SECOND    CLASS 0
 GE0619
 GE0619.The horizontal coordinates were scaled from a map and have
 GE0619.an estimated accuracy of +/- 6 seconds.
 GE0619
 GE0619.The orthometric height was determined by differential leveling and
 GE0619.adjusted by the NATIONAL GEODETIC SURVEY
 GE0619.in June 1991.
 GE0619
 GE0619.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0619.GEOID18 height accuracy estimate available here.
 GE0619
 GE0619.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA257111(NAD 83)
 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
 GE0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0619.See file dsdata.pdf to determine how the superseded data were derived.
 GE0619
 GE0619_MARKER: DD = SURVEY DISK
 GE0619_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GE0619_SP_SET: CULVERT HEADWALL
 GE0619_STAMPING: B 44 RESET 1954
 GE0619_MARK LOGO: CGS+SS
 GE0619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0619+STABILITY: SURFACE MOTION
 GE0619
 GE0619  HISTORY     - Date     Condition        Report By
 GE0619  HISTORY     - 1954     MONUMENTED       ARGS
 GE0619  HISTORY     - 1955     GOOD             CGS
 GE0619  HISTORY     - 20031216 MARK NOT FOUND   ARHD
 GE0619
 GE0619                          STATION DESCRIPTION
 GE0619
 GE0619'DESCRIBED BY COAST AND 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 DEPARTMENT OF TRANSPORTATION 2003 (DFC)
 GE0619'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1290 ***********************************************************************
 FG1290  DESIGNATION -  B 45
 FG1290  PID         -  FG1290
 FG1290  STATE/COUNTY-  AR/FRANKLIN
 FG1290  COUNTRY     -  US
 FG1290  USGS QUAD   -  OZARK (2017)
 FG1290
 FG1290                         *CURRENT SURVEY CONTROL
 FG1290  ______________________________________________________________________
 FG1290* NAD 83(1986) POSITION- 35 27 18.     (N) 093 49 50.     (W)   SCALED
 FG1290* NAVD 88 ORTHO HEIGHT -   134.391 (meters)      440.91  (feet) ADJUSTED
 FG1290  ______________________________________________________________________
 FG1290  GEOID HEIGHT    -        -29.352 (meters)                     GEOID18
 FG1290  DYNAMIC HEIGHT  -        134.268 (meters)      440.51  (feet) COMP
 FG1290  MODELED GRAVITY -    979,710.4   (mgal)                       NAVD 88
 FG1290
 FG1290  VERT ORDER      -  SECOND    CLASS 0
 FG1290
 FG1290.The horizontal coordinates were scaled from a map and have
 FG1290.an estimated accuracy of +/- 6 seconds.
 FG1290
 FG1290.The orthometric height was determined by differential leveling and
 FG1290.adjusted by the NATIONAL GEODETIC SURVEY
 FG1290.in June 1991.
 FG1290
 FG1290.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1290.GEOID18 height accuracy estimate available here.
 FG1290
 FG1290.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV246238(NAD 83)
 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
 FG1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1290.See file dsdata.pdf to determine how the superseded data were derived.
 FG1290
 FG1290_MARKER: DB = BENCH MARK DISK
 FG1290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1290_STAMPING: B 45 1934
 FG1290_MARK LOGO: CGS
 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             CGS
 FG1290  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG1290
 FG1290                          STATION DESCRIPTION
 FG1290
 FG1290'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 GE0605 ***********************************************************************
 GE0605  DESIGNATION -  B 46
 GE0605  PID         -  GE0605
 GE0605  STATE/COUNTY-  AR/SHARP
 GE0605  COUNTRY     -  US
 GE0605  USGS QUAD   -  STUART (2017)
 GE0605
 GE0605                         *CURRENT SURVEY CONTROL
 GE0605  ______________________________________________________________________
 GE0605* NAD 83(1986) POSITION- 36 16 34.     (N) 091 30 27.     (W)   SCALED
 GE0605* NAVD 88 ORTHO HEIGHT -   214.125 (meters)      702.51  (feet) ADJUSTED
 GE0605  ______________________________________________________________________
 GE0605  GEOID HEIGHT    -        -28.343 (meters)                     GEOID18
 GE0605  DYNAMIC HEIGHT  -        213.944 (meters)      701.91  (feet) COMP
 GE0605  MODELED GRAVITY -    979,782.6   (mgal)                       NAVD 88
 GE0605
 GE0605  VERT ORDER      -  SECOND    CLASS 0
 GE0605
 GE0605.The horizontal coordinates were scaled from a map and have
 GE0605.an estimated accuracy of +/- 6 seconds.
 GE0605
 GE0605.The orthometric height was determined by differential leveling and
 GE0605.adjusted by the NATIONAL GEODETIC SURVEY
 GE0605.in June 1991.
 GE0605
 GE0605.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0605.GEOID18 height accuracy estimate available here.
 GE0605
 GE0605.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA340156(NAD 83)
 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
 GE0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0605.See file dsdata.pdf to determine how the superseded data were derived.
 GE0605
 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   CGS
 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 COAST AND GEODETIC SURVEY 1955
 GE0605'MARK NOT FOUND.
 GE0605
 GE0605                          STATION RECOVERY (2003)
 GE0605
 GE0605'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2003 (DFC)
 GE0605'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1272 ***********************************************************************
 FG1272  DESIGNATION -  B 46
 FG1272  PID         -  FG1272
 FG1272  STATE/COUNTY-  AR/LOGAN
 FG1272  COUNTRY     -  US
 FG1272  USGS QUAD   -  MAGAZINE (2017)
 FG1272
 FG1272                         *CURRENT SURVEY CONTROL
 FG1272  ______________________________________________________________________
 FG1272* NAD 83(1986) POSITION- 35 08 37.     (N) 093 51 49.     (W)   SCALED
 FG1272* NAVD 88 ORTHO HEIGHT -   133.697 (meters)      438.64  (feet) ADJUSTED
 FG1272  ______________________________________________________________________
 FG1272  GEOID HEIGHT    -        -30.124 (meters)                     GEOID18
 FG1272  DYNAMIC HEIGHT  -        133.566 (meters)      438.21  (feet) COMP
 FG1272  MODELED GRAVITY -    979,657.9   (mgal)                       NAVD 88
 FG1272
 FG1272  VERT ORDER      -  SECOND    CLASS I
 FG1272
 FG1272.The horizontal coordinates were scaled from a map and have
 FG1272.an estimated accuracy of +/- 6 seconds.
 FG1272
 FG1272.The orthometric height was determined by differential leveling and
 FG1272.adjusted by the NATIONAL GEODETIC SURVEY
 FG1272.in September 2023.
 FG1272
 FG1272.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1272.GEOID18 height accuracy estimate available here.
 FG1272
 FG1272.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU213893(NAD 83)
 FG1272
 FG1272                          SUPERSEDED SURVEY CONTROL
 FG1272
 FG1272  NAVD 88 (06/15/91)  133.688  (m)          438.61   (f) SUPERSEDED  2 0
 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
 FG1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1272.See file dsdata.pdf to determine how the superseded data were derived.
 FG1272
 FG1272_MARKER: DB = BENCH MARK DISK
 FG1272_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG1272_STAMPING: B 46 1934
 FG1272_MARK LOGO: CGS
 FG1272_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG1272
 FG1272  HISTORY     - Date     Condition        Report By
 FG1272  HISTORY     - 1934     MONUMENTED       CGS
 FG1272  HISTORY     - 1959     GOOD             CGS
 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 GE0601 ***********************************************************************
 GE0601  DESIGNATION -  B 47
 GE0601  PID         -  GE0601
 GE0601  STATE/COUNTY-  AR/SHARP
 GE0601  COUNTRY     -  US
 GE0601  USGS QUAD   -  STUART (2017)
 GE0601
 GE0601                         *CURRENT SURVEY CONTROL
 GE0601  ______________________________________________________________________
 GE0601* NAD 83(1986) POSITION- 36 18 28.     (N) 091 30 15.     (W)   SCALED
 GE0601* NAVD 88 ORTHO HEIGHT -   206.263 (meters)      676.71  (feet) ADJUSTED
 GE0601  ______________________________________________________________________
 GE0601  GEOID HEIGHT    -        -28.392 (meters)                     GEOID18
 GE0601  DYNAMIC HEIGHT  -        206.091 (meters)      676.15  (feet) COMP
 GE0601  MODELED GRAVITY -    979,793.2   (mgal)                       NAVD 88
 GE0601
 GE0601  VERT ORDER      -  SECOND    CLASS 0
 GE0601
 GE0601.The horizontal coordinates were scaled from a map and have
 GE0601.an estimated accuracy of +/- 6 seconds.
 GE0601
 GE0601.The orthometric height was determined by differential leveling and
 GE0601.adjusted by the NATIONAL GEODETIC SURVEY
 GE0601.in June 1991.
 GE0601
 GE0601.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0601.GEOID18 height accuracy estimate available here.
 GE0601
 GE0601.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA342191(NAD 83)
 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
 GE0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0601.See file dsdata.pdf to determine how the superseded data were derived.
 GE0601
 GE0601_MARKER: DD = SURVEY DISK
 GE0601_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GE0601_STAMPING: B 47 1934 676.370
 GE0601_MARK LOGO: CGS+SS
 GE0601_PROJECTION: PROJECTING 18 CENTIMETERS
 GE0601_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0601
 GE0601  HISTORY     - Date     Condition        Report By
 GE0601  HISTORY     - 1934     MONUMENTED       ARGS
 GE0601  HISTORY     - 1955     GOOD             CGS
 GE0601
 GE0601                          STATION DESCRIPTION
 GE0601
 GE0601'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG1150 ***********************************************************************
 FG1150  DESIGNATION -  B 47
 FG1150  PID         -  FG1150
 FG1150  STATE/COUNTY-  AR/YELL
 FG1150  COUNTRY     -  US
 FG1150  USGS QUAD   -  DANVILLE MOUNTAIN (2017)
 FG1150
 FG1150                         *CURRENT SURVEY CONTROL
 FG1150  ______________________________________________________________________
 FG1150* NAD 83(1986) POSITION- 35 04 07.9    (N) 093 17 28.4    (W)   HD_HELD2
 FG1150* NAVD 88 ORTHO HEIGHT -   100.707 (meters)      330.40  (feet) ADJUSTED
 FG1150  ______________________________________________________________________
 FG1150  GEOID HEIGHT    -        -29.431 (meters)                     GEOID18
 FG1150  DYNAMIC HEIGHT  -        100.609 (meters)      330.08  (feet) COMP
 FG1150  MODELED GRAVITY -    979,664.1   (mgal)                       NAVD 88
 FG1150
 FG1150  VERT ORDER      -  SECOND    CLASS I
 FG1150
 FG1150.The horizontal coordinates were established by autonomous hand held GPS
 FG1150.observations and have an estimated accuracy of +/- 10 meters.
 FG1150
 FG1150.The orthometric height was determined by differential leveling and
 FG1150.adjusted by the NATIONAL GEODETIC SURVEY
 FG1150.in September 2023.
 FG1150
 FG1150.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1150.GEOID18 height accuracy estimate available here.
 FG1150
 FG1150.Click photographs - Photos may exist for this station.
 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     -    82,373.      282,232.      MT  (+/- 10 meters HH2 GPS)
 FG1150
 FG1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU7344780718(NAD 83)
 FG1150
 FG1150                          SUPERSEDED SURVEY CONTROL
 FG1150
 FG1150  NAVD 88 (06/15/91)  100.688  (m)          330.34   (f) SUPERSEDED  2 0
 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
 FG1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1150.See file dsdata.pdf to determine how the superseded data were derived.
 FG1150
 FG1150_MARKER: DB = BENCH MARK DISK
 FG1150_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG1150_STAMPING: B 47 1934
 FG1150_MARK LOGO: CGS
 FG1150_PROJECTION: PROJECTING 5 CENTIMETERS
 FG1150_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG1150_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FG1150+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2022
 FG1150
 FG1150  HISTORY     - Date     Condition        Report By
 FG1150  HISTORY     - 1934     MONUMENTED       CGS
 FG1150  HISTORY     - 20110928 MARK NOT FOUND   ARHD
 FG1150  HISTORY     - 20221219 GOOD             ARHD
 FG1150  HISTORY     - 20230808 GOOD             ARHD
 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.
 FG1150
 FG1150                          STATION RECOVERY (2011)
 FG1150
 FG1150'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (SES)
 FG1150'
 FG1150'.
 FG1150'
 FG1150
 FG1150                          STATION RECOVERY (2022)
 FG1150
 FG1150'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2022 (CW)
 FG1150'RECOVERED IN GOOD CONDITION.
 FG1150
 FG1150                          STATION RECOVERY (2023)
 FG1150
 FG1150'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2023 (JDH)
 FG1150'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0972 ***********************************************************************
 FG0972  DESIGNATION -  B 48
 FG0972  PID         -  FG0972
 FG0972  STATE/COUNTY-  AR/NEWTON
 FG0972  COUNTRY     -  US
 FG0972  USGS QUAD   -  LURTON (2017)
 FG0972
 FG0972                         *CURRENT SURVEY CONTROL
 FG0972  ______________________________________________________________________
 FG0972* NAD 83(1986) POSITION- 35 46 07.     (N) 093 04 37.     (W)   SCALED
 FG0972* NAVD 88 ORTHO HEIGHT -   618.267 (meters)     2028.43  (feet) ADJUSTED
 FG0972  ______________________________________________________________________
 FG0972  GEOID HEIGHT    -        -28.074 (meters)                     GEOID18
 FG0972  DYNAMIC HEIGHT  -        617.663 (meters)     2026.45  (feet) COMP
 FG0972  MODELED GRAVITY -    979,634.6   (mgal)                       NAVD 88
 FG0972
 FG0972  VERT ORDER      -  SECOND    CLASS 0
 FG0972
 FG0972.The horizontal coordinates were scaled from a map and have
 FG0972.an estimated accuracy of +/- 6 seconds.
 FG0972
 FG0972.The orthometric height was determined by differential leveling and
 FG0972.adjusted by the NATIONAL GEODETIC SURVEY
 FG0972.in June 1991.
 FG0972
 FG0972.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0972.GEOID18 height accuracy estimate available here.
 FG0972
 FG0972.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV930582(NAD 83)
 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
 FG0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0972.See file dsdata.pdf to determine how the superseded data were derived.
 FG0972
 FG0972_MARKER: DB = BENCH MARK DISK
 FG0972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0972_STAMPING: B 48 1934
 FG0972_MARK LOGO: CGS
 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'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 = MARCH 20, 2026 22:17:28 EDT
 FF1561 ***********************************************************************
 FF1561  DESIGNATION -  B 5
 FF1561  PID         -  FF1561
 FF1561  STATE/COUNTY-  AR/INDEPENDENCE
 FF1561  COUNTRY     -  US
 FF1561  USGS QUAD   -  JAMESTOWN (2017)
 FF1561
 FF1561                         *CURRENT SURVEY CONTROL
 FF1561  ______________________________________________________________________
 FF1561* NAD 83(1986) POSITION- 35 44 08.     (N) 091 43 16.     (W)   SCALED
 FF1561* NAVD 88 ORTHO HEIGHT -    85.725 (meters)      281.25  (feet) ADJUSTED
 FF1561  ______________________________________________________________________
 FF1561  GEOID HEIGHT    -        -27.524 (meters)                     GEOID18
 FF1561  DYNAMIC HEIGHT  -         85.651 (meters)      281.01  (feet) COMP
 FF1561  MODELED GRAVITY -    979,775.7   (mgal)                       NAVD 88
 FF1561
 FF1561  VERT ORDER      -  SECOND    CLASS 0
 FF1561
 FF1561.The horizontal coordinates were scaled from a map and have
 FF1561.an estimated accuracy of +/- 6 seconds.
 FF1561
 FF1561.The orthometric height was determined by differential leveling and
 FF1561.adjusted by the NATIONAL GEODETIC SURVEY
 FF1561.in June 1991.
 FF1561
 FF1561.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1561.GEOID18 height accuracy estimate available here.
 FF1561
 FF1561.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV156553(NAD 83)
 FF1561
 FF1561                          SUPERSEDED SURVEY CONTROL
 FF1561
 FF1561  NGVD 29 (11/26/84)   85.650  (m)          281.00   (f) ADJUSTED    2 0
 FF1561
 FF1561.Superseded values are not recommended for survey control.
 FF1561
 FF1561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1561.See file dsdata.pdf to determine how the superseded data were derived.
 FF1561
 FF1561_MARKER: DD = SURVEY DISK
 FF1561_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF1561_STAMPING: B 5 1934 281.003
 FF1561_MARK LOGO: CGS+SS
 FF1561_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1310 ***********************************************************************
 FG1310  DESIGNATION -  B 51
 FG1310  PID         -  FG1310
 FG1310  STATE/COUNTY-  AR/MADISON
 FG1310  COUNTRY     -  US
 FG1310  USGS QUAD   -  PETTIGREW (2017)
 FG1310
 FG1310                         *CURRENT SURVEY CONTROL
 FG1310  ______________________________________________________________________
 FG1310* NAD 83(1986) POSITION- 35 51 38.6    (N) 093 44 34.2    (W)   HD_HELD2
 FG1310* NAVD 88 ORTHO HEIGHT -   638.670 (meters)     2095.37  (feet) ADJUSTED
 FG1310  ______________________________________________________________________
 FG1310  GEOID HEIGHT    -        -27.999 (meters)                     GEOID18
 FG1310  DYNAMIC HEIGHT  -        638.070 (meters)     2093.40  (feet) COMP
 FG1310  MODELED GRAVITY -    979,671.9   (mgal)                       NAVD 88
 FG1310
 FG1310  VERT ORDER      -  SECOND    CLASS 0
 FG1310
 FG1310.The horizontal coordinates were established by autonomous hand held GPS
 FG1310.observations and have an estimated accuracy of +/- 10 meters.
 FG1310
 FG1310.The orthometric height was determined by differential leveling and
 FG1310.adjusted by the NATIONAL GEODETIC SURVEY
 FG1310.in June 1991.
 FG1310
 FG1310.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1310.GEOID18 height accuracy estimate available here.
 FG1310
 FG1310.Click photographs - Photos may exist for this station.
 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     -   170,845.      242,600.      MT  (+/- 10 meters HH2 GPS)
 FG1310
 FG1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV3293268755(NAD 83)
 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
 FG1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1310.See file dsdata.pdf to determine how the superseded data were derived.
 FG1310
 FG1310_MARKER: DB = BENCH MARK DISK
 FG1310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1310_STAMPING: B 51 1934
 FG1310_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0495 ***********************************************************************
 GF0495  DESIGNATION -  B 52
 GF0495  PID         -  GF0495
 GF0495  STATE/COUNTY-  AR/CARROLL
 GF0495  COUNTRY     -  US
 GF0495  USGS QUAD   -  SANDSTONE MOUNTAIN (2017)
 GF0495
 GF0495                         *CURRENT SURVEY CONTROL
 GF0495  ______________________________________________________________________
 GF0495* NAD 83(1986) POSITION- 36 21 46.     (N) 093 45 00.     (W)   SCALED
 GF0495* NAVD 88 ORTHO HEIGHT -   490.254 (meters)     1608.44  (feet) ADJUSTED
 GF0495  ______________________________________________________________________
 GF0495  GEOID HEIGHT    -        -28.194 (meters)                     GEOID18
 GF0495  DYNAMIC HEIGHT  -        489.817 (meters)     1607.01  (feet) COMP
 GF0495  MODELED GRAVITY -    979,725.2   (mgal)                       NAVD 88
 GF0495
 GF0495  VERT ORDER      -  SECOND    CLASS 0
 GF0495
 GF0495.The horizontal coordinates were scaled from a map and have
 GF0495.an estimated accuracy of +/- 6 seconds.
 GF0495
 GF0495.The orthometric height was determined by differential leveling and
 GF0495.adjusted by the NATIONAL GEODETIC SURVEY
 GF0495.in June 1991.
 GF0495
 GF0495.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0495.GEOID18 height accuracy estimate available here.
 GF0495
 GF0495.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA327244(NAD 83)
 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
 GF0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0495.See file dsdata.pdf to determine how the superseded data were derived.
 GF0495
 GF0495_MARKER: DB = BENCH MARK DISK
 GF0495_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GF0495_STAMPING: B 52 1934
 GF0495_MARK LOGO: CGS
 GF0495_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1340 ***********************************************************************
 FG1340  DESIGNATION -  B 53
 FG1340  PID         -  FG1340
 FG1340  STATE/COUNTY-  AR/MADISON
 FG1340  COUNTRY     -  US
 FG1340  USGS QUAD   -  BOSTON (2017)
 FG1340
 FG1340                         *CURRENT SURVEY CONTROL
 FG1340  ______________________________________________________________________
 FG1340* NAD 83(1986) POSITION- 35 50 33.3    (N) 093 34 19.9    (W)   HD_HELD2
 FG1340* NAVD 88 ORTHO HEIGHT -   715.621 (meters)     2347.83  (feet) ADJUSTED
 FG1340  ______________________________________________________________________
 FG1340  GEOID HEIGHT    -        -27.956 (meters)                     GEOID18
 FG1340  DYNAMIC HEIGHT  -        714.919 (meters)     2345.53  (feet) COMP
 FG1340  MODELED GRAVITY -    979,627.6   (mgal)                       NAVD 88
 FG1340
 FG1340  VERT ORDER      -  SECOND    CLASS 0
 FG1340
 FG1340.The horizontal coordinates were established by autonomous hand held GPS
 FG1340.observations and have an estimated accuracy of +/- 10 meters.
 FG1340
 FG1340.The orthometric height was determined by differential leveling and
 FG1340.adjusted by the NATIONAL GEODETIC SURVEY
 FG1340.in June 1991.
 FG1340
 FG1340.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1340.GEOID18 height accuracy estimate available here.
 FG1340
 FG1340.Click photographs - Photos may exist for this station.
 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     -   168,574.      257,978.      MT  (+/- 10 meters HH2 GPS)
 FG1340
 FG1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV4832666639(NAD 83)
 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
 FG1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1340.See file dsdata.pdf to determine how the superseded data were derived.
 FG1340
 FG1340_MARKER: DB = BENCH MARK DISK
 FG1340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1340_STAMPING: B 53 1934
 FG1340_MARK LOGO: CGS
 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             CGS
 FG1340  HISTORY     - 1963     GOOD             CGS
 FG1340  HISTORY     - 20040727 GOOD             ARHD
 FG1340
 FG1340                          STATION DESCRIPTION
 FG1340
 FG1340'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1963
 FG1340'RECOVERED IN GOOD CONDITION.
 FG1340
 FG1340                          STATION RECOVERY (2004)
 FG1340
 FG1340'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 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 = MARCH 20, 2026 22:17:28 EDT
 EH1692 ***********************************************************************
 EH1692  DESIGNATION -  B 54
 EH1692  PID         -  EH1692
 EH1692  STATE/COUNTY-  AR/JEFFERSON
 EH1692  COUNTRY     -  US
 EH1692  USGS QUAD   -  HUMPHREY (2017)
 EH1692
 EH1692                         *CURRENT SURVEY CONTROL
 EH1692  ______________________________________________________________________
 EH1692* NAD 83(1986) POSITION- 34 25 06.     (N) 091 43 34.     (W)   SCALED
 EH1692* NAVD 88 ORTHO HEIGHT -    57.091 (meters)      187.31  (feet) POSTED
 EH1692  ______________________________________________________________________
 EH1692  GEOID HEIGHT    -        -26.318 (meters)                     GEOID18
 EH1692  DYNAMIC HEIGHT  -         57.04  (meters)      187.1   (feet) COMP
 EH1692  MODELED GRAVITY -    979,679.9   (mgal)                       NAVD 88
 EH1692
 EH1692  VERT ORDER      -  * POSTED, SEE BELOW
 EH1692
 EH1692.The horizontal coordinates were scaled from a 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
 EH1692.* This is a POSTED BENCH MARK height.
 EH1692
 EH1692.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1692.GEOID18 height accuracy estimate available here.
 EH1692
 EH1692.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU170092(NAD 83)
 EH1692
 EH1692                          SUPERSEDED SURVEY CONTROL
 EH1692
 EH1692  NGVD 29 (11/26/84)   57.100  (m)          187.34   (f) ADJUSTED    2 0
 EH1692
 EH1692.Superseded values are not recommended for survey control.
 EH1692
 EH1692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1692.See file dsdata.pdf to determine how the superseded data were derived.
 EH1692
 EH1692_MARKER: DB = BENCH MARK DISK
 EH1692_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EH1692_STAMPING: B 54 1934
 EH1692_MARK LOGO: CGS
 EH1692_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1208 ***********************************************************************
 EH1208  DESIGNATION -  B 55
 EH1208  PID         -  EH1208
 EH1208  STATE/COUNTY-  AR/MONROE
 EH1208  COUNTRY     -  US
 EH1208  USGS QUAD   -  CLARENDON (2017)
 EH1208
 EH1208                         *CURRENT SURVEY CONTROL
 EH1208  ______________________________________________________________________
 EH1208* NAD 83(1986) POSITION- 34 41 10.     (N) 091 18 52.     (W)   SCALED
 EH1208* NAVD 88 ORTHO HEIGHT -    55.163 (meters)      180.98  (feet) ADJUSTED
 EH1208  ______________________________________________________________________
 EH1208  GEOID HEIGHT    -        -26.805 (meters)                     GEOID18
 EH1208  DYNAMIC HEIGHT  -         55.111 (meters)      180.81  (feet) COMP
 EH1208  MODELED GRAVITY -    979,692.9   (mgal)                       NAVD 88
 EH1208
 EH1208  VERT ORDER      -  SECOND    CLASS 0
 EH1208
 EH1208.The horizontal coordinates were scaled from a map and have
 EH1208.an estimated accuracy of +/- 6 seconds.
 EH1208
 EH1208.The orthometric height was determined by differential leveling and
 EH1208.adjusted by the NATIONAL GEODETIC SURVEY
 EH1208.in June 1991.
 EH1208
 EH1208.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1208.GEOID18 height accuracy estimate available here.
 EH1208
 EH1208.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU544395(NAD 83)
 EH1208
 EH1208                          SUPERSEDED SURVEY CONTROL
 EH1208
 EH1208  NGVD 29 (11/26/84)   55.143  (m)          180.92   (f) ADJUSTED    2 0
 EH1208
 EH1208.Superseded values are not recommended for survey control.
 EH1208
 EH1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1208.See file dsdata.pdf to determine how the superseded data were derived.
 EH1208
 EH1208_MARKER: DB = BENCH MARK DISK
 EH1208_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH1208_SP_SET: PIER
 EH1208_STAMPING: B 55 1935
 EH1208_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH0822 ***********************************************************************
 EH0822  DESIGNATION -  B 56
 EH0822  PID         -  EH0822
 EH0822  STATE/COUNTY-  AR/PHILLIPS
 EH0822  COUNTRY     -  US
 EH0822  USGS QUAD   -  MARVELL (2017)
 EH0822
 EH0822                         *CURRENT SURVEY CONTROL
 EH0822  ______________________________________________________________________
 EH0822* NAD 83(1986) POSITION- 34 33 07.     (N) 090 53 10.     (W)   SCALED
 EH0822* NAVD 88 ORTHO HEIGHT -    59.168 (meters)      194.12  (feet) ADJUSTED
 EH0822  ______________________________________________________________________
 EH0822  GEOID HEIGHT    -        -26.935 (meters)                     GEOID18
 EH0822  DYNAMIC HEIGHT  -         59.111 (meters)      193.93  (feet) COMP
 EH0822  MODELED GRAVITY -    979,673.2   (mgal)                       NAVD 88
 EH0822
 EH0822  VERT ORDER      -  FIRST     CLASS II
 EH0822
 EH0822.The horizontal coordinates were scaled from a map and have
 EH0822.an estimated accuracy of +/- 6 seconds.
 EH0822
 EH0822.The orthometric height was determined by differential leveling and
 EH0822.adjusted by the NATIONAL GEODETIC SURVEY
 EH0822.in June 1991.
 EH0822
 EH0822.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0822.GEOID18 height accuracy estimate available here.
 EH0822
 EH0822.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU939253(NAD 83)
 EH0822
 EH0822                          SUPERSEDED SURVEY CONTROL
 EH0822
 EH0822  NGVD 29 (11/26/84)   59.203  (m)          194.24   (f) ADJUSTED    1 2
 EH0822
 EH0822.Superseded values are not recommended for survey control.
 EH0822
 EH0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0822.See file dsdata.pdf to determine how the superseded data were derived.
 EH0822
 EH0822_MARKER: DB = BENCH MARK DISK
 EH0822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0822_STAMPING: B 56 1935
 EH0822_MARK LOGO: CGS
 EH0822_PROJECTION: PROJECTING 5 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1671 ***********************************************************************
 EH1671  DESIGNATION -  B 57
 EH1671  PID         -  EH1671
 EH1671  STATE/COUNTY-  AR/ARKANSAS
 EH1671  COUNTRY     -  US
 EH1671  USGS QUAD   -  STUTTGART SOUTH (2017)
 EH1671
 EH1671                         *CURRENT SURVEY CONTROL
 EH1671  ______________________________________________________________________
 EH1671* NAD 83(1986) POSITION- 34 27 49.     (N) 091 30 42.     (W)   SCALED
 EH1671* NAVD 88 ORTHO HEIGHT -    65.143 (meters)      213.72  (feet) ADJUSTED
 EH1671  ______________________________________________________________________
 EH1671  GEOID HEIGHT    -        -26.541 (meters)                     GEOID18
 EH1671  DYNAMIC HEIGHT  -         65.081 (meters)      213.52  (feet) COMP
 EH1671  MODELED GRAVITY -    979,678.0   (mgal)                       NAVD 88
 EH1671
 EH1671  VERT ORDER      -  FIRST     CLASS II
 EH1671
 EH1671.The horizontal coordinates were scaled from a map and have
 EH1671.an estimated accuracy of +/- 6 seconds.
 EH1671
 EH1671.The orthometric height was determined by differential leveling and
 EH1671.adjusted by the NATIONAL GEODETIC SURVEY
 EH1671.in August 1993.
 EH1671
 EH1671.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1671.GEOID18 height accuracy estimate available here.
 EH1671
 EH1671.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU366145(NAD 83)
 EH1671
 EH1671                          SUPERSEDED SURVEY CONTROL
 EH1671
 EH1671  NAVD 88 (06/15/91)   65.180  (m)          213.84   (f) SUPERSEDED  1 2
 EH1671  NGVD 29 (11/26/84)   65.185  (m)          213.86   (f) ADJUSTED    1 2
 EH1671
 EH1671.Superseded values are not recommended for survey control.
 EH1671
 EH1671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1671.See file dsdata.pdf to determine how the superseded data were derived.
 EH1671
 EH1671_MARKER: DB = BENCH MARK DISK
 EH1671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1671_STAMPING: B 57 1935
 EH1671_MARK LOGO: CGS
 EH1671_PROJECTION: FLUSH
 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 = MARCH 20, 2026 22:17:28 EDT
 FH0234 ***********************************************************************
 FH0234  DESIGNATION -  B 58
 FH0234  PID         -  FH0234
 FH0234  STATE/COUNTY-  AR/SEBASTIAN
 FH0234  COUNTRY     -  US
 FH0234  USGS QUAD   -  HARTFORD (2017)
 FH0234
 FH0234                         *CURRENT SURVEY CONTROL
 FH0234  ______________________________________________________________________
 FH0234* NAD 83(1986) POSITION- 35 01 07.40   (N) 094 23 20.28   (W)   HD_HELD1
 FH0234* NAVD 88 ORTHO HEIGHT -   197.543 (meters)      648.11  (feet) ADJUSTED
 FH0234  ______________________________________________________________________
 FH0234  GEOID HEIGHT    -        -31.088 (meters)                     GEOID18
 FH0234  DYNAMIC HEIGHT  -        197.342 (meters)      647.45  (feet) COMP
 FH0234  MODELED GRAVITY -    979,611.9   (mgal)                       NAVD 88
 FH0234
 FH0234  VERT ORDER      -  SECOND    CLASS 0
 FH0234
 FH0234.The horizontal coordinates were determined by differentially corrected
 FH0234.hand held GPS observations or other comparable positioning techniques
 FH0234.and have an estimated accuracy of +/- 3 meters.
 FH0234
 FH0234.The orthometric height was determined by differential leveling and
 FH0234.adjusted by the NATIONAL GEODETIC SURVEY
 FH0234.in June 1991.
 FH0234
 FH0234.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0234.GEOID18 height accuracy estimate available here.
 FH0234
 FH0234.Click photographs - Photos may exist for this station.
 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     -    78,683.3     181,990.1     MT  (+/- 3 meters HH1 GPS) 
 FH0234
 FH0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU7327976000(NAD 83)
 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
 FH0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0234.See file dsdata.pdf to determine how the superseded data were derived.
 FH0234
 FH0234_MARKER: DB = BENCH MARK DISK
 FH0234_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FH0234_STAMPING: B 158 1934
 FH0234_MARK LOGO: CGS
 FH0234_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0234
 FH0234  HISTORY     - Date     Condition        Report By
 FH0234  HISTORY     - 1934     MONUMENTED       CGS
 FH0234  HISTORY     - 1959     GOOD             CGS
 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 COAST AND GEODETIC SURVEY 1959
 FH0234'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1307 ***********************************************************************
 EJ1307  DESIGNATION -  B 59
 EJ1307  PID         -  EJ1307
 EJ1307  STATE/COUNTY-  AR/GARLAND
 EJ1307  COUNTRY     -  US
 EJ1307  USGS QUAD   -  HEMPWALLACE (2017)
 EJ1307
 EJ1307                         *CURRENT SURVEY CONTROL
 EJ1307  ______________________________________________________________________
 EJ1307* NAD 83(1986) POSITION- 34 28 05.     (N) 093 08 22.     (W)   SCALED
 EJ1307* NAVD 88 ORTHO HEIGHT -   146.970 (meters)      482.18  (feet) ADJUSTED
 EJ1307  ______________________________________________________________________
 EJ1307  GEOID HEIGHT    -        -27.379 (meters)                     GEOID18
 EJ1307  DYNAMIC HEIGHT  -        146.825 (meters)      481.71  (feet) COMP
 EJ1307  MODELED GRAVITY -    979,643.6   (mgal)                       NAVD 88
 EJ1307
 EJ1307  VERT ORDER      -  SECOND    CLASS 0
 EJ1307
 EJ1307.The horizontal coordinates were scaled from a map and have
 EJ1307.an estimated accuracy of +/- 6 seconds.
 EJ1307
 EJ1307.The orthometric height was determined by differential leveling and
 EJ1307.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1307.in June 1991.
 EJ1307
 EJ1307.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1307.GEOID18 height accuracy estimate available here.
 EJ1307
 EJ1307.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU871140(NAD 83)
 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
 EJ1307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1307.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1307
 EJ1307_MARKER: DB = BENCH MARK DISK
 EJ1307_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ1307_STAMPING: B 59 1934
 EJ1307_MARK LOGO: CGS
 EJ1307_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0315 ***********************************************************************
 GF0315  DESIGNATION -  B 6
 GF0315  PID         -  GF0315
 GF0315  STATE/COUNTY-  AR/BOONE
 GF0315  COUNTRY     -  US
 GF0315  USGS QUAD   -  BATAVIA (2017)
 GF0315
 GF0315                         *CURRENT SURVEY CONTROL
 GF0315  ______________________________________________________________________
 GF0315* NAD 83(1986) POSITION- 36 17 12.     (N) 093 13 57.     (W)   SCALED
 GF0315* NAVD 88 ORTHO HEIGHT -   434.480 (meters)     1425.46  (feet) ADJUSTED
 GF0315  ______________________________________________________________________
 GF0315  GEOID HEIGHT    -        -28.247 (meters)                     GEOID18
 GF0315  DYNAMIC HEIGHT  -        434.088 (meters)     1424.17  (feet) COMP
 GF0315  MODELED GRAVITY -    979,716.3   (mgal)                       NAVD 88
 GF0315
 GF0315  VERT ORDER      -  FIRST     CLASS II
 GF0315
 GF0315.The horizontal coordinates were scaled from a map and have
 GF0315.an estimated accuracy of +/- 6 seconds.
 GF0315
 GF0315.The orthometric height was determined by differential leveling and
 GF0315.adjusted by the NATIONAL GEODETIC SURVEY
 GF0315.in June 1991.
 GF0315
 GF0315.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0315.GEOID18 height accuracy estimate available here.
 GF0315
 GF0315.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA791157(NAD 83)
 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
 GF0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0315.See file dsdata.pdf to determine how the superseded data were derived.
 GF0315
 GF0315_MARKER: DB = BENCH MARK DISK
 GF0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0315_STAMPING: B 6 1930
 GF0315_MARK LOGO: CGS
 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             CGS
 GF0315
 GF0315                          STATION DESCRIPTION
 GF0315
 GF0315'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1359 ***********************************************************************
 EJ1359  DESIGNATION -  B 60
 EJ1359  PID         -  EJ1359
 EJ1359  STATE/COUNTY-  AR/PIKE
 EJ1359  COUNTRY     -  US
 EJ1359  USGS QUAD   -  NEWHOPE (2017)
 EJ1359
 EJ1359                         *CURRENT SURVEY CONTROL
 EJ1359  ______________________________________________________________________
 EJ1359* NAD 83(1986) POSITION- 34 13 06.     (N) 093 54 40.     (W)   SCALED
 EJ1359* NAVD 88 ORTHO HEIGHT -   215.776 (meters)      707.93  (feet) ADJUSTED
 EJ1359  ______________________________________________________________________
 EJ1359  GEOID HEIGHT    -        -27.855 (meters)                     GEOID18
 EJ1359  DYNAMIC HEIGHT  -        215.555 (meters)      707.20  (feet) COMP
 EJ1359  MODELED GRAVITY -    979,605.0   (mgal)                       NAVD 88
 EJ1359
 EJ1359  VERT ORDER      -  SECOND    CLASS 0
 EJ1359
 EJ1359.The horizontal coordinates were scaled from a map and have
 EJ1359.an estimated accuracy of +/- 6 seconds.
 EJ1359
 EJ1359.The orthometric height was determined by differential leveling and
 EJ1359.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1359.in June 1991.
 EJ1359
 EJ1359.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1359.GEOID18 height accuracy estimate available here.
 EJ1359
 EJ1359.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT160867(NAD 83)
 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
 EJ1359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1359.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1359
 EJ1359_MARKER: DB = BENCH MARK DISK
 EJ1359_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ1359_STAMPING: B 60 1934
 EJ1359_MARK LOGO: CGS
 EJ1359_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1360 ***********************************************************************
 EJ1360  DESIGNATION -  B 60 RESET
 EJ1360  PID         -  EJ1360
 EJ1360  STATE/COUNTY-  AR/PIKE
 EJ1360  COUNTRY     -  US
 EJ1360  USGS QUAD   -  NEWHOPE (2017)
 EJ1360
 EJ1360                         *CURRENT SURVEY CONTROL
 EJ1360  ______________________________________________________________________
 EJ1360* NAD 83(1986) POSITION- 34 13 06.     (N) 093 54 40.     (W)   SCALED
 EJ1360* NAVD 88 ORTHO HEIGHT -   216.01  (meters)      708.7   (feet) RESET
 EJ1360  ______________________________________________________________________
 EJ1360  GEOID HEIGHT    -        -27.855 (meters)                     GEOID18
 EJ1360  VERT ORDER      -  THIRD
 EJ1360
 EJ1360.The horizontal coordinates were scaled from a map and have
 EJ1360.an estimated accuracy of +/- 6 seconds.
 EJ1360
 EJ1360.The orthometric height was computed from unverified reset data.
 EJ1360
 EJ1360.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1360.GEOID18 height accuracy estimate available here.
 EJ1360
 EJ1360.Click photographs - Photos may exist for this station.
 EJ1360
 EJ1360;                    North         East    Units  Estimated Accuracy
 EJ1360;SPC AR S     -   573,740.      223,920.      MT  (+/- 180 meters Scaled)
 EJ1360
 EJ1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT160867(NAD 83)
 EJ1360
 EJ1360                          SUPERSEDED SURVEY CONTROL
 EJ1360
 EJ1360.No superseded survey control is available for this station.
 EJ1360
 EJ1360_MARKER: DB = BENCH MARK DISK
 EJ1360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1360_STAMPING: B 60 RESET 1955
 EJ1360_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1003 ***********************************************************************
 DL1003  DESIGNATION -  B 61
 DL1003  PID         -  DL1003
 DL1003  STATE/COUNTY-  AR/HOWARD
 DL1003  COUNTRY     -  US
 DL1003  USGS QUAD   -  NASHVILLE (2017)
 DL1003
 DL1003                         *CURRENT SURVEY CONTROL
 DL1003  ______________________________________________________________________
 DL1003* NAD 83(1986) POSITION- 33 56 45.     (N) 093 50 38.     (W)   SCALED
 DL1003* NAVD 88 ORTHO HEIGHT -   115.132 (meters)      377.73  (feet) ADJUSTED
 DL1003  ______________________________________________________________________
 DL1003  GEOID HEIGHT    -        -27.227 (meters)                     GEOID18
 DL1003  DYNAMIC HEIGHT  -        115.015 (meters)      377.35  (feet) COMP
 DL1003  MODELED GRAVITY -    979,616.7   (mgal)                       NAVD 88
 DL1003
 DL1003  VERT ORDER      -  SECOND    CLASS 0
 DL1003
 DL1003.The horizontal coordinates were scaled from a map and have
 DL1003.an estimated accuracy of +/- 6 seconds.
 DL1003
 DL1003.The orthometric height was determined by differential leveling and
 DL1003.adjusted by the NATIONAL GEODETIC SURVEY
 DL1003.in June 1991.
 DL1003
 DL1003.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1003.GEOID18 height accuracy estimate available here.
 DL1003
 DL1003.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT220564(NAD 83)
 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
 DL1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1003.See file dsdata.pdf to determine how the superseded data were derived.
 DL1003
 DL1003_MARKER: DB = BENCH MARK DISK
 DL1003_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL1003_SP_SET: BRIDGE
 DL1003_STAMPING: B 61 1934
 DL1003_MARK LOGO: CGS
 DL1003_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1003
 DL1003  HISTORY     - Date     Condition        Report By
 DL1003  HISTORY     - 1934     MONUMENTED       CGS
 DL1003  HISTORY     - 1962     GOOD             CGS
 DL1003  HISTORY     - 20100427 MARK NOT FOUND   ARHD
 DL1003
 DL1003                          STATION DESCRIPTION
 DL1003
 DL1003'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 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.
 DL1003
 DL1003                          STATION RECOVERY (2010)
 DL1003
 DL1003'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2010 (ST)
 DL1003'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL1087 ***********************************************************************
 DL1087  DESIGNATION -  B 62 RESET
 DL1087  PID         -  DL1087
 DL1087  STATE/COUNTY-  AR/HOWARD
 DL1087  COUNTRY     -  US
 DL1087  USGS QUAD   -  MINERAL SPRINGS NORTH (2017)
 DL1087
 DL1087                         *CURRENT SURVEY CONTROL
 DL1087  ______________________________________________________________________
 DL1087* NAD 83(1986) POSITION- 33 52 42.     (N) 093 55 11.     (W)   SCALED
 DL1087* NAVD 88 ORTHO HEIGHT -   109.69  (meters)      359.9   (feet) RESET
 DL1087  ______________________________________________________________________
 DL1087  GEOID HEIGHT    -        -27.202 (meters)                     GEOID18
 DL1087  VERT ORDER      -  THIRD
 DL1087
 DL1087.The horizontal coordinates were scaled from a map and have
 DL1087.an estimated accuracy of +/- 6 seconds.
 DL1087
 DL1087.The orthometric height was computed from unverified reset data.
 DL1087
 DL1087.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1087.GEOID18 height accuracy estimate available here.
 DL1087
 DL1087.Click photographs - Photos may exist for this station.
 DL1087
 DL1087;                    North         East    Units  Estimated Accuracy
 DL1087;SPC AR S     -   536,050.      222,420.      MT  (+/- 180 meters Scaled)
 DL1087
 DL1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT149490(NAD 83)
 DL1087
 DL1087                          SUPERSEDED SURVEY CONTROL
 DL1087
 DL1087.No superseded survey control is available for this station.
 DL1087
 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_MARK LOGO: CGS
 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'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 = MARCH 20, 2026 22:17:28 EDT
 DL1071 ***********************************************************************
 DL1071  DESIGNATION -  B 63
 DL1071  PID         -  DL1071
 DL1071  STATE/COUNTY-  AR/HEMPSTEAD
 DL1071  COUNTRY     -  US
 DL1071  USGS QUAD   -  PATMOS (2017)
 DL1071
 DL1071                         *CURRENT SURVEY CONTROL
 DL1071  ______________________________________________________________________
 DL1071* NAD 83(1986) POSITION- 33 32 15.4    (N) 093 34 50.3    (W)   HD_HELD2
 DL1071* NAVD 88 ORTHO HEIGHT -    96.189 (meters)      315.58  (feet) ADJUSTED
 DL1071  ______________________________________________________________________
 DL1071  GEOID HEIGHT    -        -26.897 (meters)                     GEOID18
 DL1071  DYNAMIC HEIGHT  -         96.087 (meters)      315.25  (feet) COMP
 DL1071  MODELED GRAVITY -    979,571.7   (mgal)                       NAVD 88
 DL1071
 DL1071  VERT ORDER      -  SECOND    CLASS 0
 DL1071
 DL1071.The horizontal coordinates were established by autonomous hand held GPS
 DL1071.observations and have an estimated accuracy of +/- 10 meters.
 DL1071
 DL1071.The orthometric height was determined by differential leveling and
 DL1071.adjusted by the NATIONAL GEODETIC SURVEY
 DL1071.in June 1991.
 DL1071
 DL1071.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1071.GEOID18 height accuracy estimate available here.
 DL1071
 DL1071.Click photographs - Photos may exist for this station.
 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     -   497,732.      253,199.      MT  (+/- 10 meters HH2 GPS)
 DL1071
 DL1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT4609011040(NAD 83)
 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
 DL1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1071.See file dsdata.pdf to determine how the superseded data were derived.
 DL1071
 DL1071_MARKER: DB = BENCH MARK DISK
 DL1071_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL1071_SP_SET: BOX CULVERT HEADWALL
 DL1071_STAMPING: B 63 1935
 DL1071_MARK LOGO: CGS
 DL1071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1071+STABILITY: SURFACE MOTION
 DL1071_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL1071+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2015
 DL1071
 DL1071  HISTORY     - Date     Condition        Report By
 DL1071  HISTORY     - 1935     MONUMENTED       CGS
 DL1071  HISTORY     - 1963     GOOD             CGS
 DL1071  HISTORY     - 20150121 GOOD             ARHD
 DL1071
 DL1071                          STATION DESCRIPTION
 DL1071
 DL1071'DESCRIBED BY COAST AND 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.
 DL1071
 DL1071                          STATION RECOVERY (2015)
 DL1071
 DL1071'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (WDA)
 DL1071'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO8368 ***********************************************************************
 DO8368  DESIGNATION -  B 64 RESET
 DO8368  PID         -  DO8368
 DO8368  STATE/COUNTY-  AR/HEMPSTEAD
 DO8368  COUNTRY     -  US
 DO8368  USGS QUAD   -  SHEPPARD (2017)
 DO8368
 DO8368                         *CURRENT SURVEY CONTROL
 DO8368  ______________________________________________________________________
 DO8368* NAD 83(1986) POSITION- 33 38 15.6    (N) 093 41 32.9    (W)   HD_HELD2
 DO8368* NAVD 88 ORTHO HEIGHT -    83.714 (meters)      274.65  (feet) ADJUSTED
 DO8368  ______________________________________________________________________
 DO8368  GEOID HEIGHT    -        -27.012 (meters)                     GEOID18
 DO8368  DYNAMIC HEIGHT  -         83.626 (meters)      274.36  (feet) COMP
 DO8368  MODELED GRAVITY -    979,583.4   (mgal)                       NAVD 88
 DO8368
 DO8368  VERT ORDER      -  SECOND    CLASS I
 DO8368
 DO8368.The horizontal coordinates were established by autonomous hand held GPS
 DO8368.observations and have an estimated accuracy of +/- 10 meters.
 DO8368
 DO8368.The orthometric height was determined by differential leveling and
 DO8368.adjusted by the NATIONAL GEODETIC SURVEY
 DO8368.in February 2014.
 DO8368
 DO8368.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8368.GEOID18 height accuracy estimate available here.
 DO8368
 DO8368.Click photographs - Photos may exist for this station.
 DO8368
 DO8368.The dynamic height is computed by dividing the NAVD 88
 DO8368.geopotential number by the normal gravity value computed on the
 DO8368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8368.degrees latitude (g = 980.6199 gals.).
 DO8368
 DO8368.The modeled gravity was interpolated from observed gravity values.
 DO8368
 DO8368;                    North         East    Units  Estimated Accuracy
 DO8368;SPC AR S     -   508,994.      242,997.      MT  (+/- 10 meters HH2 GPS)
 DO8368
 DO8368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT3578022197(NAD 83)
 DO8368
 DO8368                          SUPERSEDED SURVEY CONTROL
 DO8368
 DO8368.No superseded survey control is available for this station.
 DO8368
 DO8368_MARKER: DB = BENCH MARK DISK
 DO8368_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DO8368_STAMPING: B 64 1935
 DO8368_MARK LOGO: CGS
 DO8368_PROJECTION: FLUSH
 DO8368_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO8368_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO8368_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO8368+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2013
 DO8368
 DO8368  HISTORY     - Date     Condition        Report By
 DO8368  HISTORY     - 20130320 MONUMENTED       ARHD
 DO8368
 DO8368                          STATION DESCRIPTION
 DO8368
 DO8368'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (JDH)
 DO8368'THE STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) WEST-SOUTHWEST OF HOPE,
 DO8368'4.3 MI (6.9 KM) NORTHWEST OF SPRING HILL AND 1.9 MI (3.1 KM)
 DO8368'EAST-NORTHEAST OF SHEPPARD.
 DO8368'
 DO8368'6.4 MILES SOUTHWEST ALONG MISSOURI-PACIFIC RAILROAD FROM THE POST
 DO8368'OFFICE, 0.1 MI (0.2 KM) SOUTHWEST OF BLOCK SIGNAL 4638.
 DO8368'
 DO8368'IT IS 98.7 FT (30.1 M) SOUTHEAST OF THE FIRST TELEGRAPH POLE NORTHEAST
 DO8368'OF MILE POST 464, 54.0 FT (16.5 M) SOUTHEAST OF THE CENTERLINE OF THE
 DO8368'MISSOURI-PACIFIC TRACK, 50.4 FT (15.4 M) NORTHEAST OF TELEPHONE POLE
 DO8368'NO 4770, 45.0 FT (13.7 M) NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY
 DO8368'67, 3.7 FT (1.1 M) SOUTHEAST OF A RIGHT-OF-WAY FENCE AND 1.0 FT (0.3
 DO8368'M) NORTH OF A WITNESS POST.
 DO8368'
 DO8368'NOTE-MARK WAS RECOVERED AND LEANING.  IT WAS STRAIGHTENED AND
 DO8368'RE-FORMED.
 DO8368'
 DO8368'NOTE-THE SAME DISK WAS USED.
 DO8368'
 DO8368'NOTE-DOES NOT HAVE THE WORD RESET IN THE DISK.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK1400 ***********************************************************************
 DK1400  DESIGNATION -  B 65
 DK1400  PID         -  DK1400
 DK1400  STATE/COUNTY-  AR/ASHLEY
 DK1400  COUNTRY     -  US
 DK1400  USGS QUAD   -  CROSSETT SOUTH (2017)
 DK1400
 DK1400                         *CURRENT SURVEY CONTROL
 DK1400  ______________________________________________________________________
 DK1400* NAD 83(1986) POSITION- 33 00 56.     (N) 091 56 16.     (W)   SCALED
 DK1400* NAVD 88 ORTHO HEIGHT -    37.684 (meters)      123.63  (feet) ADJUSTED
 DK1400  ______________________________________________________________________
 DK1400  GEOID HEIGHT    -        -25.983 (meters)                     GEOID18
 DK1400  DYNAMIC HEIGHT  -         37.644 (meters)      123.50  (feet) COMP
 DK1400  MODELED GRAVITY -    979,558.1   (mgal)                       NAVD 88
 DK1400
 DK1400  VERT ORDER      -  SECOND    CLASS 0
 DK1400
 DK1400.The horizontal coordinates were scaled from a map and have
 DK1400.an estimated accuracy of +/- 6 seconds.
 DK1400
 DK1400.The orthometric height was determined by differential leveling and
 DK1400.adjusted by the NATIONAL GEODETIC SURVEY
 DK1400.in June 1991.
 DK1400
 DK1400.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1400.GEOID18 height accuracy estimate available here.
 DK1400
 DK1400.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS992535(NAD 83)
 DK1400
 DK1400                          SUPERSEDED SURVEY CONTROL
 DK1400
 DK1400  NGVD 29 (11/26/84)   37.761  (m)          123.89   (f) ADJUSTED    2 0
 DK1400
 DK1400.Superseded values are not recommended for survey control.
 DK1400
 DK1400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1400.See file dsdata.pdf to determine how the superseded data were derived.
 DK1400
 DK1400_MARKER: DB = BENCH MARK DISK
 DK1400_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DK1400_STAMPING: B 65 1935
 DK1400_MARK LOGO: CGS
 DK1400_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0096 ***********************************************************************
 FG0096  DESIGNATION -  B 68
 FG0096  PID         -  FG0096
 FG0096  STATE/COUNTY-  AR/FAULKNER
 FG0096  COUNTRY     -  US
 FG0096  USGS QUAD   -  CONWAY (2017)
 FG0096
 FG0096                         *CURRENT SURVEY CONTROL
 FG0096  ______________________________________________________________________
 FG0096* NAD 83(1986) POSITION- 35 05 52.29   (N) 092 26 35.83   (W)   HD_HELD1
 FG0096* NAVD 88 ORTHO HEIGHT -   101.850 (meters)      334.15  (feet) ADJUSTED
 FG0096  ______________________________________________________________________
 FG0096  GEOID HEIGHT    -        -27.974 (meters)                     GEOID18
 FG0096  DYNAMIC HEIGHT  -        101.754 (meters)      333.84  (feet) COMP
 FG0096  MODELED GRAVITY -    979,695.8   (mgal)                       NAVD 88
 FG0096
 FG0096  VERT ORDER      -  FIRST     CLASS II
 FG0096
 FG0096.The horizontal coordinates were determined by differentially corrected
 FG0096.hand held GPS observations or other comparable positioning techniques
 FG0096.and have an estimated accuracy of +/- 3 meters.
 FG0096
 FG0096.The orthometric height was determined by differential leveling and
 FG0096.adjusted by the NATIONAL GEODETIC SURVEY
 FG0096.in September 2023.
 FG0096
 FG0096.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0096.GEOID18 height accuracy estimate available here.
 FG0096
 FG0096.Click photographs - Photos may exist for this station.
 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     -    84,908.7     359,582.7     MT  (+/- 3 meters HH1 GPS) 
 FG0096
 FG0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5074084037(NAD 83)
 FG0096
 FG0096                          SUPERSEDED SURVEY CONTROL
 FG0096
 FG0096  NAVD 88 (06/15/91)  101.850  (m)          334.15   (f) SUPERSEDED  1 2
 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
 FG0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0096.See file dsdata.pdf to determine how the superseded data were derived.
 FG0096
 FG0096_MARKER: DB = BENCH MARK DISK
 FG0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0096_STAMPING: B 68 1934 334.261
 FG0096_MARK LOGO: CGS
 FG0096_PROJECTION: FLUSH
 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             CGS
 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FF1427 ***********************************************************************
 FF1427  DESIGNATION -  B 69
 FF1427  PID         -  FF1427
 FF1427  STATE/COUNTY-  AR/WHITE
 FF1427  COUNTRY     -  US
 FF1427  USGS QUAD   -  BEEBE (2017)
 FF1427
 FF1427                         *CURRENT SURVEY CONTROL
 FF1427  ______________________________________________________________________
 FF1427* NAD 83(1986) POSITION- 35 04 07.     (N) 091 55 25.     (W)   SCALED
 FF1427* NAVD 88 ORTHO HEIGHT -    73.569 (meters)      241.37  (feet) ADJUSTED
 FF1427  ______________________________________________________________________
 FF1427  GEOID HEIGHT    -        -27.331 (meters)                     GEOID18
 FF1427  DYNAMIC HEIGHT  -         73.502 (meters)      241.15  (feet) COMP
 FF1427  MODELED GRAVITY -    979,716.1   (mgal)                       NAVD 88
 FF1427
 FF1427  VERT ORDER      -  SECOND    CLASS 0
 FF1427
 FF1427.The horizontal coordinates were scaled from a map and have
 FF1427.an estimated accuracy of +/- 6 seconds.
 FF1427
 FF1427.The orthometric height was determined by differential leveling and
 FF1427.adjusted by the NATIONAL GEODETIC SURVEY
 FF1427.in June 1991.
 FF1427
 FF1427.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1427.GEOID18 height accuracy estimate available here.
 FF1427
 FF1427.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU981811(NAD 83)
 FF1427
 FF1427                          SUPERSEDED SURVEY CONTROL
 FF1427
 FF1427  NGVD 29 (11/26/84)   73.564  (m)          241.35   (f) ADJUSTED    2 0
 FF1427
 FF1427.Superseded values are not recommended for survey control.
 FF1427
 FF1427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1427.See file dsdata.pdf to determine how the superseded data were derived.
 FF1427
 FF1427_MARKER: DB = BENCH MARK DISK
 FF1427_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF1427_STAMPING: B 69 1934
 FF1427_MARK LOGO: CGS
 FF1427_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1427
 FF1427  HISTORY     - Date     Condition        Report By
 FF1427  HISTORY     - 1934     MONUMENTED       CGS
 FF1427  HISTORY     - 20020427 MARK NOT FOUND   USACE
 FF1427  HISTORY     - 20110719 MARK NOT FOUND   ARHD
 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.
 FF1427
 FF1427                          STATION RECOVERY (2011)
 FF1427
 FF1427'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (SES)
 FF1427'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH2128 ***********************************************************************
 EH2128  DESIGNATION -  B 7
 EH2128  PID         -  EH2128
 EH2128  STATE/COUNTY-  AR/LONOKE
 EH2128  COUNTRY     -  US
 EH2128  USGS QUAD   -  LONOKE (2017)
 EH2128
 EH2128                         *CURRENT SURVEY CONTROL
 EH2128  ______________________________________________________________________
 EH2128* NAD 83(1986) POSITION- 34 46 18.     (N) 091 52 42.     (W)   SCALED
 EH2128* NAVD 88 ORTHO HEIGHT -    71.157 (meters)      233.45  (feet) ADJUSTED
 EH2128  ______________________________________________________________________
 EH2128  GEOID HEIGHT    -        -26.785 (meters)                     GEOID18
 EH2128  DYNAMIC HEIGHT  -         71.091 (meters)      233.24  (feet) COMP
 EH2128  MODELED GRAVITY -    979,702.4   (mgal)                       NAVD 88
 EH2128
 EH2128  VERT ORDER      -  FIRST     CLASS II
 EH2128
 EH2128.The horizontal coordinates were scaled from a map and have
 EH2128.an estimated accuracy of +/- 6 seconds.
 EH2128
 EH2128.The orthometric height was determined by differential leveling and
 EH2128.adjusted by the NATIONAL GEODETIC SURVEY
 EH2128.in June 1991.
 EH2128
 EH2128.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2128.GEOID18 height accuracy estimate available here.
 EH2128
 EH2128.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU026482(NAD 83)
 EH2128
 EH2128                          SUPERSEDED SURVEY CONTROL
 EH2128
 EH2128  NGVD 29 (11/26/84)   71.170  (m)          233.50   (f) ADJUSTED    1 2
 EH2128
 EH2128.Superseded values are not recommended for survey control.
 EH2128
 EH2128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2128.See file dsdata.pdf to determine how the superseded data were derived.
 EH2128
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0498 ***********************************************************************
 FG0498  DESIGNATION -  B 7
 FG0498  PID         -  FG0498
 FG0498  STATE/COUNTY-  AR/SEARCY
 FG0498  COUNTRY     -  US
 FG0498  USGS QUAD   -  LESLIE (2017)
 FG0498
 FG0498                         *CURRENT SURVEY CONTROL
 FG0498  ______________________________________________________________________
 FG0498* NAD 83(1986) POSITION- 35 49 41.94   (N) 092 33 39.09   (W)   HD_HELD1
 FG0498* NAVD 88 ORTHO HEIGHT -   298.705 (meters)      980.00  (feet) ADJUSTED
 FG0498  ______________________________________________________________________
 FG0498  GEOID HEIGHT    -        -27.950 (meters)                     GEOID18
 FG0498  DYNAMIC HEIGHT  -        298.432 (meters)      979.11  (feet) COMP
 FG0498  MODELED GRAVITY -    979,712.0   (mgal)                       NAVD 88
 FG0498
 FG0498  VERT ORDER      -  FIRST     CLASS II
 FG0498
 FG0498.The horizontal coordinates were determined by differentially corrected
 FG0498.hand held GPS observations or other comparable positioning techniques
 FG0498.and have an estimated accuracy of +/- 3 meters.
 FG0498
 FG0498.The orthometric height was determined by differential leveling and
 FG0498.adjusted by the NATIONAL GEODETIC SURVEY
 FG0498.in June 1991.
 FG0498
 FG0498.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0498.GEOID18 height accuracy estimate available here.
 FG0498
 FG0498.Click photographs - Photos may exist for this station.
 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     -   166,001.3     349,324.6     MT  (+/- 3 meters HH1 GPS) 
 FG0498
 FG0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV3966464995(NAD 83)
 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
 FG0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0498.See file dsdata.pdf to determine how the superseded data were derived.
 FG0498
 FG0498_MARKER: DB = BENCH MARK DISK
 FG0498_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FG0498_SP_SET: BUILDING
 FG0498_STAMPING: 979.585 B 7 1931
 FG0498_MARK LOGO: CGS
 FG0498_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG0498_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FG0498+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2019
 FG0498
 FG0498  HISTORY     - Date     Condition        Report By
 FG0498  HISTORY     - 1931     MONUMENTED       CGS
 FG0498  HISTORY     - 1935     GOOD             CGS
 FG0498  HISTORY     - 20081009 GOOD             ARHD
 FG0498  HISTORY     - 20140410 GOOD             ARHD
 FG0498  HISTORY     - 20150831 GOOD             ARHD
 FG0498  HISTORY     - 20191220 GOOD             NGS
 FG0498
 FG0498                          STATION DESCRIPTION
 FG0498
 FG0498'DESCRIBED BY COAST AND 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.
 FG0498
 FG0498                          STATION RECOVERY (2008)
 FG0498
 FG0498'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2008 (VJB)
 FG0498'RECOVERED IN GOOD CONDITION.
 FG0498
 FG0498                          STATION RECOVERY (2014)
 FG0498
 FG0498'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014
 FG0498'RECOVERED IN GOOD CONDITION.
 FG0498
 FG0498                          STATION RECOVERY (2015)
 FG0498
 FG0498'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 FG0498'RECOVERED AS DESCRIBED.
 FG0498
 FG0498                          STATION RECOVERY (2019)
 FG0498
 FG0498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2019 (BW)
 FG0498'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0390 ***********************************************************************
 FG0390  DESIGNATION -  B 71
 FG0390  PID         -  FG0390
 FG0390  STATE/COUNTY-  AR/PERRY
 FG0390  COUNTRY     -  US
 FG0390  USGS QUAD   -  ADONA (2017)
 FG0390
 FG0390                         *CURRENT SURVEY CONTROL
 FG0390  ______________________________________________________________________
 FG0390* NAD 83(1986) POSITION- 35 02 26.     (N) 092 53 56.     (W)   SCALED
 FG0390* NAVD 88 ORTHO HEIGHT -   113.144 (meters)      371.21  (feet) ADJUSTED
 FG0390  ______________________________________________________________________
 FG0390  GEOID HEIGHT    -        -28.610 (meters)                     GEOID18
 FG0390  DYNAMIC HEIGHT  -        113.035 (meters)      370.85  (feet) COMP
 FG0390  MODELED GRAVITY -    979,669.2   (mgal)                       NAVD 88
 FG0390
 FG0390  VERT ORDER      -  SECOND    CLASS I
 FG0390
 FG0390.The horizontal coordinates were scaled from a map and have
 FG0390.an estimated accuracy of +/- 6 seconds.
 FG0390
 FG0390.The orthometric height was determined by differential leveling and
 FG0390.adjusted by the NATIONAL GEODETIC SURVEY
 FG0390.in September 2023.
 FG0390
 FG0390.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0390.GEOID18 height accuracy estimate available here.
 FG0390
 FG0390.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU092775(NAD 83)
 FG0390
 FG0390                          SUPERSEDED SURVEY CONTROL
 FG0390
 FG0390  NAVD 88 (06/15/91)  113.155  (m)          371.24   (f) SUPERSEDED  2 0
 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
 FG0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0390.See file dsdata.pdf to determine how the superseded data were derived.
 FG0390
 FG0390_MARKER: DB = BENCH MARK DISK
 FG0390_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0390_STAMPING: B 71 1934
 FG0390_MARK LOGO: CGS
 FG0390_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0390
 FG0390  HISTORY     - Date     Condition        Report By
 FG0390  HISTORY     - 1934     MONUMENTED       CGS
 FG0390  HISTORY     - 1939     GOOD             CGS
 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 COAST AND GEODETIC SURVEY 1939
 FG0390'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0986 ***********************************************************************
 FG0986  DESIGNATION -  B 72
 FG0986  PID         -  FG0986
 FG0986  STATE/COUNTY-  AR/POPE
 FG0986  COUNTRY     -  US
 FG0986  USGS QUAD   -  RUSSELLVILLE EAST (2017)
 FG0986
 FG0986                         *CURRENT SURVEY CONTROL
 FG0986  ______________________________________________________________________
 FG0986* NAD 83(1986) POSITION- 35 15 56.     (N) 093 05 21.     (W)   SCALED
 FG0986* NAVD 88 ORTHO HEIGHT -   123.763 (meters)      406.05  (feet) ADJUSTED
 FG0986  ______________________________________________________________________
 FG0986  GEOID HEIGHT    -        -29.093 (meters)                     GEOID18
 FG0986  DYNAMIC HEIGHT  -        123.646 (meters)      405.66  (feet) COMP
 FG0986  MODELED GRAVITY -    979,686.8   (mgal)                       NAVD 88
 FG0986
 FG0986  VERT ORDER      -  SECOND    CLASS I
 FG0986
 FG0986.The horizontal coordinates were scaled from a map and have
 FG0986.an estimated accuracy of +/- 6 seconds.
 FG0986
 FG0986.The orthometric height was determined by differential leveling and
 FG0986.adjusted by the NATIONAL GEODETIC SURVEY
 FG0986.in September 2023.
 FG0986
 FG0986.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0986.GEOID18 height accuracy estimate available here.
 FG0986
 FG0986.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV918024(NAD 83)
 FG0986
 FG0986                          SUPERSEDED SURVEY CONTROL
 FG0986
 FG0986  NAVD 88 (??/??/92)  123.763  (m)          406.05   (f) SUPERSEDED  3 0
 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
 FG0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0986.See file dsdata.pdf to determine how the superseded data were derived.
 FG0986
 FG0986_MARKER: DB = BENCH MARK DISK
 FG0986_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FG0986_SP_SET: BRIDGE
 FG0986_STAMPING: B 72 1934
 FG0986_MARK LOGO: CGS
 FG0986_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG0986
 FG0986  HISTORY     - Date     Condition        Report By
 FG0986  HISTORY     - 1934     MONUMENTED       CGS
 FG0986  HISTORY     - 1967     GOOD             CGS
 FG0986  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG0986  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 FG0986
 FG0986                          STATION DESCRIPTION
 FG0986
 FG0986'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FF1222 ***********************************************************************
 FF1222  DESIGNATION -  B 74
 FF1222  PID         -  FF1222
 FF1222  STATE/COUNTY-  AR/WOODRUFF
 FF1222  COUNTRY     -  US
 FF1222  USGS QUAD   -  COTTON PLANT (2017)
 FF1222
 FF1222                         *CURRENT SURVEY CONTROL
 FF1222  ______________________________________________________________________
 FF1222* NAD 83(1986) POSITION- 35 00 22.3    (N) 091 15 15.0    (W)   HD_HELD2
 FF1222* NAVD 88 ORTHO HEIGHT -    58.317 (meters)      191.33  (feet) ADJUSTED
 FF1222  ______________________________________________________________________
 FF1222  GEOID HEIGHT    -        -27.048 (meters)                     GEOID18
 FF1222  DYNAMIC HEIGHT  -         58.264 (meters)      191.15  (feet) COMP
 FF1222  MODELED GRAVITY -    979,719.7   (mgal)                       NAVD 88
 FF1222
 FF1222  VERT ORDER      -  SECOND    CLASS 0
 FF1222
 FF1222.The horizontal coordinates were established by autonomous hand held GPS
 FF1222.observations and have an estimated accuracy of +/- 10 meters.
 FF1222
 FF1222.The orthometric height was determined by differential leveling and
 FF1222.adjusted by the NATIONAL GEODETIC SURVEY
 FF1222.in June 1991.
 FF1222
 FF1222.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1222.GEOID18 height accuracy estimate available here.
 FF1222
 FF1222.Click photographs - Photos may exist for this station.
 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     -    74,906.      468,079.      MT  (+/- 10 meters HH2 GPS)
 FF1222
 FF1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU5930675122(NAD 83)
 FF1222
 FF1222                          SUPERSEDED SURVEY CONTROL
 FF1222
 FF1222  NGVD 29 (11/26/84)   58.296  (m)          191.26   (f) ADJUSTED    2 0
 FF1222
 FF1222.Superseded values are not recommended for survey control.
 FF1222
 FF1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1222.See file dsdata.pdf to determine how the superseded data were derived.
 FF1222
 FF1222_MARKER: DB = BENCH MARK DISK
 FF1222_SETTING: 7 = 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 SUITABLE FOR
 FF1222+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2010
 FF1222
 FF1222  HISTORY     - Date     Condition        Report By
 FF1222  HISTORY     - 1934     MONUMENTED       CGS
 FF1222  HISTORY     - 1970     GOOD             USGS
 FF1222  HISTORY     - 20030528 GOOD             USACE
 FF1222  HISTORY     - 20100402 GOOD             ARHD
 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.
 FF1222
 FF1222                          STATION RECOVERY (2010)
 FF1222
 FF1222'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2010 (MP)
 FF1222'NEW REFERENCES,12.0 FEET NORTHEAST OF A BRICK SIGN POST
 FF1222'24.0 WEST OF THE CENTER OF PINE ST
 FF1222'51.0 FEET SOUTHEAST OF FLAGPOLE
 FF1222'73.0 FEET NORTH OF THE CENTER OF CHURCH ST
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1142 ***********************************************************************
 FF1142  DESIGNATION -  B 75
 FF1142  PID         -  FF1142
 FF1142  STATE/COUNTY-  AR/JACKSON
 FF1142  COUNTRY     -  US
 FF1142  USGS QUAD   -  AUVERGNE (2017)
 FF1142
 FF1142                         *CURRENT SURVEY CONTROL
 FF1142  ______________________________________________________________________
 FF1142* NAD 83(1986) POSITION- 35 33 49.     (N) 091 09 25.     (W)   SCALED
 FF1142* NAVD 88 ORTHO HEIGHT -    68.354 (meters)      224.26  (feet) ADJUSTED
 FF1142  ______________________________________________________________________
 FF1142  GEOID HEIGHT    -        -27.516 (meters)                     GEOID18
 FF1142  DYNAMIC HEIGHT  -         68.295 (meters)      224.06  (feet) COMP
 FF1142  MODELED GRAVITY -    979,765.0   (mgal)                       NAVD 88
 FF1142
 FF1142  VERT ORDER      -  SECOND    CLASS 0
 FF1142
 FF1142.The horizontal coordinates were scaled from a map and have
 FF1142.an estimated accuracy of +/- 6 seconds.
 FF1142
 FF1142.The orthometric height was determined by differential leveling and
 FF1142.adjusted by the NATIONAL GEODETIC SURVEY
 FF1142.in June 1991.
 FF1142
 FF1142.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1142.GEOID18 height accuracy estimate available here.
 FF1142
 FF1142.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV670371(NAD 83)
 FF1142
 FF1142                          SUPERSEDED SURVEY CONTROL
 FF1142
 FF1142  NGVD 29 (11/26/84)   68.289  (m)          224.04   (f) ADJUSTED    2 0
 FF1142
 FF1142.Superseded values are not recommended for survey control.
 FF1142
 FF1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1142.See file dsdata.pdf to determine how the superseded data were derived.
 FF1142
 FF1142_MARKER: DB = BENCH MARK DISK
 FF1142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1142_STAMPING: B 75 1934
 FF1142_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0934 ***********************************************************************
 EJ0934  DESIGNATION -  B 78
 EJ0934  PID         -  EJ0934
 EJ0934  STATE/COUNTY-  AR/SALINE
 EJ0934  COUNTRY     -  US
 EJ0934  USGS QUAD   -  LONSDALE NE (2017)
 EJ0934
 EJ0934                         *CURRENT SURVEY CONTROL
 EJ0934  ______________________________________________________________________
 EJ0934* NAD 83(1986) POSITION- 34 41 08.93   (N) 092 46 26.65   (W)   HD_HELD1
 EJ0934* NAVD 88 ORTHO HEIGHT -   135.122 (meters)      443.31  (feet) ADJUSTED
 EJ0934  ______________________________________________________________________
 EJ0934  GEOID HEIGHT    -        -27.133 (meters)                     GEOID18
 EJ0934  DYNAMIC HEIGHT  -        134.992 (meters)      442.89  (feet) COMP
 EJ0934  MODELED GRAVITY -    979,667.3   (mgal)                       NAVD 88
 EJ0934
 EJ0934  VERT ORDER      -  SECOND    CLASS 0
 EJ0934
 EJ0934.The horizontal coordinates were determined by differentially corrected
 EJ0934.hand held GPS observations or other comparable positioning techniques
 EJ0934.and have an estimated accuracy of +/- 3 meters.
 EJ0934
 EJ0934.The orthometric height was determined by differential leveling and
 EJ0934.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0934.in June 1991.
 EJ0934
 EJ0934.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0934.GEOID18 height accuracy estimate available here.
 EJ0934
 EJ0934.Click photographs - Photos may exist for this station.
 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     -   624,222.7     329,069.5     MT  (+/- 3 meters HH1 GPS) 
 EJ0934
 EJ0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU2069538225(NAD 83)
 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
 EJ0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0934.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0934
 EJ0934_MARKER: DB = BENCH MARK DISK
 EJ0934_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0934_STAMPING: B 78 1935
 EJ0934_MARK LOGO: CGS
 EJ0934_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0663 ***********************************************************************
 EJ0663  DESIGNATION -  B 79
 EJ0663  PID         -  EJ0663
 EJ0663  STATE/COUNTY-  AR/HOT SPRING
 EJ0663  COUNTRY     -  US
 EJ0663  USGS QUAD   -  MALVERN SOUTH (2017)
 EJ0663
 EJ0663                         *CURRENT SURVEY CONTROL
 EJ0663  ______________________________________________________________________
 EJ0663* NAD 83(1986) POSITION- 34 22 11.05   (N) 092 46 56.98   (W)   HD_HELD1
 EJ0663* NAVD 88 ORTHO HEIGHT -    92.123 (meters)      302.24  (feet) ADJUSTED
 EJ0663  ______________________________________________________________________
 EJ0663  GEOID HEIGHT    -        -26.442 (meters)                     GEOID18
 EJ0663  DYNAMIC HEIGHT  -         92.034 (meters)      301.95  (feet) COMP
 EJ0663  MODELED GRAVITY -    979,666.4   (mgal)                       NAVD 88
 EJ0663
 EJ0663  VERT ORDER      -  SECOND    CLASS 0
 EJ0663
 EJ0663.The horizontal coordinates were determined by differentially corrected
 EJ0663.hand held GPS observations or other comparable positioning techniques
 EJ0663.and have an estimated accuracy of +/- 3 meters.
 EJ0663
 EJ0663.The orthometric height was determined by differential leveling and
 EJ0663.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0663.in June 1991.
 EJ0663
 EJ0663.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0663.GEOID18 height accuracy estimate available here.
 EJ0663
 EJ0663.Click photographs - Photos may exist for this station.
 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     -   589,168.0     328,029.5     MT  (+/- 3 meters HH1 GPS) 
 EJ0663
 EJ0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU1999803174(NAD 83)
 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
 EJ0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0663.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0663
 EJ0663_MARKER: DB = BENCH MARK DISK
 EJ0663_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 EJ0663+WITH SETTING: PAVEMENT
 EJ0663_SP_SET: WATER TOWER BASE
 EJ0663_STAMPING: B 79 1935
 EJ0663_MARK LOGO: CGS
 EJ0663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0663+STABILITY: SURFACE MOTION
 EJ0663
 EJ0663  HISTORY     - Date     Condition        Report By
 EJ0663  HISTORY     - 1935     MONUMENTED       CGS
 EJ0663  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ0663  HISTORY     - 20170111 MARK NOT FOUND   ARHD
 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.
 EJ0663
 EJ0663                          STATION RECOVERY (2017)
 EJ0663
 EJ0663'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2017 (BAB)
 EJ0663'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1299 ***********************************************************************
 FF1299  DESIGNATION -  B 8
 FF1299  PID         -  FF1299
 FF1299  STATE/COUNTY-  AR/WHITE
 FF1299  COUNTRY     -  US
 FF1299  USGS QUAD   -  PANGBURN (2017)
 FF1299
 FF1299                         *CURRENT SURVEY CONTROL
 FF1299  ______________________________________________________________________
 FF1299* NAD 83(1986) POSITION- 35 23 13.     (N) 091 49 07.     (W)   SCALED
 FF1299* NAVD 88 ORTHO HEIGHT -    84.973 (meters)      278.78  (feet) ADJUSTED
 FF1299  ______________________________________________________________________
 FF1299  GEOID HEIGHT    -        -27.421 (meters)                     GEOID18
 FF1299  DYNAMIC HEIGHT  -         84.897 (meters)      278.53  (feet) COMP
 FF1299  MODELED GRAVITY -    979,734.9   (mgal)                       NAVD 88
 FF1299
 FF1299  VERT ORDER      -  FIRST     CLASS II
 FF1299
 FF1299.The horizontal coordinates were scaled from a map and have
 FF1299.an estimated accuracy of +/- 6 seconds.
 FF1299
 FF1299.The orthometric height was determined by differential leveling and
 FF1299.adjusted by the NATIONAL GEODETIC SURVEY
 FF1299.in June 1991.
 FF1299
 FF1299.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1299.GEOID18 height accuracy estimate available here.
 FF1299
 FF1299.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV072165(NAD 83)
 FF1299
 FF1299                          SUPERSEDED SURVEY CONTROL
 FF1299
 FF1299  NGVD 29 (11/26/84)   84.914  (m)          278.59   (f) ADJUSTED    1 2
 FF1299
 FF1299.Superseded values are not recommended for survey control.
 FF1299
 FF1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1299.See file dsdata.pdf to determine how the superseded data were derived.
 FF1299
 FF1299_MARKER: DB = BENCH MARK DISK
 FF1299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1299_STAMPING: B 8 1931
 FF1299_MARK LOGO: CGS
 FF1299_PROJECTION: PROJECTING 30 CENTIMETERS
 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.  3.2 MILES SOUTHEAST ALONG STATE HIGHWAY 16
 FF1299'FROM THE POST OFFICE PANGBURN, THENCE 0.5 MILE WEST ALONG A DIRT ROAD,
 FF1299'49 FEET NORTH OF THE CENTER OF THE ROAD, 30 FEET NORTH OF A FENCELINE,
 FF1299'23.2 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 = MARCH 20, 2026 22:17:28 EDT
 FF1548 ***********************************************************************
 FF1548  DESIGNATION -  B 8
 FF1548  PID         -  FF1548
 FF1548  STATE/COUNTY-  AR/CLEBURNE
 FF1548  COUNTRY     -  US
 FF1548  USGS QUAD   -  CONCORD (2017)
 FF1548
 FF1548                         *CURRENT SURVEY CONTROL
 FF1548  ______________________________________________________________________
 FF1548* NAD 83(1986) POSITION- 35 39 44.     (N) 091 50 58.     (W)   SCALED
 FF1548* NAVD 88 ORTHO HEIGHT -   312.953 (meters)     1026.75  (feet) ADJUSTED
 FF1548  ______________________________________________________________________
 FF1548  GEOID HEIGHT    -        -27.356 (meters)                     GEOID18
 FF1548  DYNAMIC HEIGHT  -        312.669 (meters)     1025.81  (feet) COMP
 FF1548  MODELED GRAVITY -    979,717.8   (mgal)                       NAVD 88
 FF1548
 FF1548  VERT ORDER      -  SECOND    CLASS 0
 FF1548
 FF1548.The horizontal coordinates were scaled from a map and have
 FF1548.an estimated accuracy of +/- 6 seconds.
 FF1548
 FF1548.The orthometric height was determined by differential leveling and
 FF1548.adjusted by the NATIONAL GEODETIC SURVEY
 FF1548.in June 1991.
 FF1548
 FF1548.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1548.GEOID18 height accuracy estimate available here.
 FF1548
 FF1548.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV041470(NAD 83)
 FF1548
 FF1548                          SUPERSEDED SURVEY CONTROL
 FF1548
 FF1548  NGVD 29 (11/26/84)  312.874  (m)         1026.49   (f) ADJUSTED    2 0
 FF1548
 FF1548.Superseded values are not recommended for survey control.
 FF1548
 FF1548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1548.See file dsdata.pdf to determine how the superseded data were derived.
 FF1548
 FF1548_MARKER: DD = SURVEY DISK
 FF1548_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF1548_STAMPING: B 8 1934
 FF1548_MARK LOGO: CGS+SS
 FF1548_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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  HISTORY     - 20111107 MARK NOT FOUND   ARHD
 FF1548
 FF1548                          STATION DESCRIPTION
 FF1548
 FF1548'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 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.
 FF1548
 FF1548                          STATION RECOVERY (2011)
 FF1548
 FF1548'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (AMC)
 FF1548'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0579 ***********************************************************************
 EJ0579  DESIGNATION -  B 80
 EJ0579  PID         -  EJ0579
 EJ0579  STATE/COUNTY-  AR/GRANT
 EJ0579  COUNTRY     -  US
 EJ0579  USGS QUAD   -  BELFAST (2017)
 EJ0579
 EJ0579                         *CURRENT SURVEY CONTROL
 EJ0579  ______________________________________________________________________
 EJ0579* NAD 83(1986) POSITION- 34 23 09.     (N) 092 26 40.     (W)   SCALED
 EJ0579* NAVD 88 ORTHO HEIGHT -    84.265 (meters)      276.46  (feet) ADJUSTED
 EJ0579  ______________________________________________________________________
 EJ0579  GEOID HEIGHT    -        -26.095 (meters)                     GEOID18
 EJ0579  DYNAMIC HEIGHT  -         84.185 (meters)      276.20  (feet) COMP
 EJ0579  MODELED GRAVITY -    979,686.5   (mgal)                       NAVD 88
 EJ0579
 EJ0579  VERT ORDER      -  SECOND    CLASS 0
 EJ0579
 EJ0579.The horizontal coordinates were scaled from a map and have
 EJ0579.an estimated accuracy of +/- 6 seconds.
 EJ0579
 EJ0579.The orthometric height was determined by differential leveling and
 EJ0579.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0579.in June 1991.
 EJ0579
 EJ0579.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0579.GEOID18 height accuracy estimate available here.
 EJ0579
 EJ0579.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU510050(NAD 83)
 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
 EJ0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0579.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0579
 EJ0579_MARKER: DB = BENCH MARK DISK
 EJ0579_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0579_STAMPING: B 80 1935
 EJ0579_MARK LOGO: CGS
 EJ0579_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0579
 EJ0579  HISTORY     - Date     Condition        Report By
 EJ0579  HISTORY     - 1935     MONUMENTED       CGS
 EJ0579  HISTORY     - 1935     GOOD             CGS
 EJ0579
 EJ0579                          STATION DESCRIPTION
 EJ0579
 EJ0579'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0700 ***********************************************************************
 EJ0700  DESIGNATION -  B 81
 EJ0700  PID         -  EJ0700
 EJ0700  STATE/COUNTY-  AR/GRANT
 EJ0700  COUNTRY     -  US
 EJ0700  USGS QUAD   -  POYEN (2017)
 EJ0700
 EJ0700                         *CURRENT SURVEY CONTROL
 EJ0700  ______________________________________________________________________
 EJ0700* NAD 83(1986) POSITION- 34 18 04.     (N) 092 38 23.     (W)   SCALED
 EJ0700* NAVD 88 ORTHO HEIGHT -    68.712 (meters)      225.43  (feet) ADJUSTED
 EJ0700  ______________________________________________________________________
 EJ0700  GEOID HEIGHT    -        -26.283 (meters)                     GEOID18
 EJ0700  DYNAMIC HEIGHT  -         68.646 (meters)      225.22  (feet) COMP
 EJ0700  MODELED GRAVITY -    979,668.0   (mgal)                       NAVD 88
 EJ0700
 EJ0700  VERT ORDER      -  SECOND    CLASS 0
 EJ0700
 EJ0700.The horizontal coordinates were scaled from a map and have
 EJ0700.an estimated accuracy of +/- 6 seconds.
 EJ0700
 EJ0700.The orthometric height was determined by differential leveling and
 EJ0700.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0700.in June 1991.
 EJ0700
 EJ0700.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0700.GEOID18 height accuracy estimate available here.
 EJ0700
 EJ0700.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT331956(NAD 83)
 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
 EJ0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0700.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0700
 EJ0700_MARKER: DB = BENCH MARK DISK
 EJ0700_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0700_STAMPING: B 81 1935
 EJ0700_MARK LOGO: CGS
 EJ0700_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1017 ***********************************************************************
 EH1017  DESIGNATION -  B 82
 EH1017  PID         -  EH1017
 EH1017  STATE/COUNTY-  AR/LEE
 EH1017  COUNTRY     -  US
 EH1017  USGS QUAD   -  MARIANNA (2017)
 EH1017
 EH1017                         *CURRENT SURVEY CONTROL
 EH1017  ______________________________________________________________________
 EH1017* NAD 83(1986) POSITION- 34 48 23.     (N) 090 47 47.     (W)   SCALED
 EH1017* NAVD 88 ORTHO HEIGHT -    65.726 (meters)      215.64  (feet) ADJUSTED
 EH1017  ______________________________________________________________________
 EH1017  GEOID HEIGHT    -        -26.797 (meters)                     GEOID18
 EH1017  DYNAMIC HEIGHT  -         65.665 (meters)      215.44  (feet) COMP
 EH1017  MODELED GRAVITY -    979,712.1   (mgal)                       NAVD 88
 EH1017
 EH1017  VERT ORDER      -  SECOND    CLASS 0
 EH1017
 EH1017.The horizontal coordinates were scaled from a map and have
 EH1017.an estimated accuracy of +/- 6 seconds.
 EH1017
 EH1017.The orthometric height was determined by differential leveling and
 EH1017.adjusted by the NATIONAL GEODETIC SURVEY
 EH1017.in June 1991.
 EH1017
 EH1017.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1017.GEOID18 height accuracy estimate available here.
 EH1017
 EH1017.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU015537(NAD 83)
 EH1017
 EH1017                          SUPERSEDED SURVEY CONTROL
 EH1017
 EH1017  NGVD 29 (11/26/84)   65.729  (m)          215.65   (f) ADJUSTED    2 0
 EH1017
 EH1017.Superseded values are not recommended for survey control.
 EH1017
 EH1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1017.See file dsdata.pdf to determine how the superseded data were derived.
 EH1017
 EH1017_MARKER: DB = BENCH MARK DISK
 EH1017_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EH1017_STAMPING: B 82 1935
 EH1017_MARK LOGO: CGS
 EH1017_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 DK1420 ***********************************************************************
 DK1420  DESIGNATION -  B 83
 DK1420  PID         -  DK1420
 DK1420  STATE/COUNTY-  AR/DREW
 DK1420  COUNTRY     -  US
 DK1420  USGS QUAD   -  COMINTO (2017)
 DK1420
 DK1420                         *CURRENT SURVEY CONTROL
 DK1420  ______________________________________________________________________
 DK1420* NAD 83(1986) POSITION- 33 36 16.     (N) 091 44 04.     (W)   SCALED
 DK1420* NAVD 88 ORTHO HEIGHT -    65.445 (meters)      214.71  (feet) ADJUSTED
 DK1420  ______________________________________________________________________
 DK1420  GEOID HEIGHT    -        -25.756 (meters)                     GEOID18
 DK1420  DYNAMIC HEIGHT  -         65.378 (meters)      214.49  (feet) COMP
 DK1420  MODELED GRAVITY -    979,616.3   (mgal)                       NAVD 88
 DK1420
 DK1420  VERT ORDER      -  SECOND    CLASS 0
 DK1420
 DK1420.The horizontal coordinates were scaled from a map and have
 DK1420.an estimated accuracy of +/- 6 seconds.
 DK1420
 DK1420.The orthometric height was determined by differential leveling and
 DK1420.adjusted by the NATIONAL GEODETIC SURVEY
 DK1420.in June 1991.
 DK1420
 DK1420.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1420.GEOID18 height accuracy estimate available here.
 DK1420
 DK1420.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT174190(NAD 83)
 DK1420
 DK1420                          SUPERSEDED SURVEY CONTROL
 DK1420
 DK1420  NGVD 29 (11/26/84)   65.550  (m)          215.06   (f) ADJUSTED    2 0
 DK1420
 DK1420.Superseded values are not recommended for survey control.
 DK1420
 DK1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1420.See file dsdata.pdf to determine how the superseded data were derived.
 DK1420
 DK1420_MARKER: DB = BENCH MARK DISK
 DK1420_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DK1420_STAMPING: B 83 1935
 DK1420_MARK LOGO: CGS
 DK1420_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1420
 DK1420  HISTORY     - Date     Condition        Report By
 DK1420  HISTORY     - 1935     MONUMENTED       CGS
 DK1420  HISTORY     - 20060224 MARK NOT FOUND   ARHD
 DK1420  HISTORY     - 20130701 MARK NOT FOUND   ARHD
 DK1420
 DK1420                          STATION DESCRIPTION
 DK1420
 DK1420'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 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 DEPARTMENT OF TRANSPORTATION 2006 (VJB)
 DK1420'MARK NOT FOUND.
 DK1420
 DK1420                          STATION RECOVERY (2013)
 DK1420
 DK1420'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (JDH)
 DK1420'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0079 ***********************************************************************
 DL0079  DESIGNATION -  B 84
 DL0079  PID         -  DL0079
 DL0079  STATE/COUNTY-  AR/BRADLEY
 DL0079  COUNTRY     -  US
 DL0079  USGS QUAD   -  BANKS (2017)
 DL0079
 DL0079                         *CURRENT SURVEY CONTROL
 DL0079  ______________________________________________________________________
 DL0079* NAD 83(1986) POSITION- 33 34 29.     (N) 092 16 07.     (W)   SCALED
 DL0079* NAVD 88 ORTHO HEIGHT -    62.330 (meters)      204.49  (feet) ADJUSTED
 DL0079  ______________________________________________________________________
 DL0079  GEOID HEIGHT    -        -25.992 (meters)                     GEOID18
 DL0079  DYNAMIC HEIGHT  -         62.266 (meters)      204.28  (feet) COMP
 DL0079  MODELED GRAVITY -    979,602.5   (mgal)                       NAVD 88
 DL0079
 DL0079  VERT ORDER      -  SECOND    CLASS 0
 DL0079
 DL0079.The horizontal coordinates were scaled from a map and have
 DL0079.an estimated accuracy of +/- 6 seconds.
 DL0079
 DL0079.The orthometric height was determined by differential leveling and
 DL0079.adjusted by the NATIONAL GEODETIC SURVEY
 DL0079.in June 1991.
 DL0079
 DL0079.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0079.GEOID18 height accuracy estimate available here.
 DL0079
 DL0079.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT678152(NAD 83)
 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
 DL0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0079.See file dsdata.pdf to determine how the superseded data were derived.
 DL0079
 DL0079_MARKER: DB = BENCH MARK DISK
 DL0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0079_STAMPING: B 84 1935
 DL0079_MARK LOGO: CGS
 DL0079_PROJECTION: PROJECTING 61 CENTIMETERS
 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   CGS
 DL0079  HISTORY     - 1973     MARK NOT FOUND   USGS
 DL0079
 DL0079                          STATION DESCRIPTION
 DL0079
 DL0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1255 ***********************************************************************
 FF1255  DESIGNATION -  B 85
 FF1255  PID         -  FF1255
 FF1255  STATE/COUNTY-  AR/WOODRUFF
 FF1255  COUNTRY     -  US
 FF1255  USGS QUAD   -  COTTON PLANT (2017)
 FF1255
 FF1255                         *CURRENT SURVEY CONTROL
 FF1255  ______________________________________________________________________
 FF1255* NAD 83(1986) POSITION- 35 04 14.     (N) 091 21 33.     (W)   SCALED
 FF1255* NAVD 88 ORTHO HEIGHT -    58.637 (meters)      192.38  (feet) ADJUSTED
 FF1255  ______________________________________________________________________
 FF1255  GEOID HEIGHT    -        -27.224 (meters)                     GEOID18
 FF1255  DYNAMIC HEIGHT  -         58.584 (meters)      192.20  (feet) COMP
 FF1255  MODELED GRAVITY -    979,719.3   (mgal)                       NAVD 88
 FF1255
 FF1255  VERT ORDER      -  SECOND    CLASS 0
 FF1255
 FF1255.The horizontal coordinates were scaled from a map and have
 FF1255.an estimated accuracy of +/- 6 seconds.
 FF1255
 FF1255.The orthometric height was determined by differential leveling and
 FF1255.adjusted by the NATIONAL GEODETIC SURVEY
 FF1255.in June 1991.
 FF1255
 FF1255.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1255.GEOID18 height accuracy estimate available here.
 FF1255
 FF1255.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU496820(NAD 83)
 FF1255
 FF1255                          SUPERSEDED SURVEY CONTROL
 FF1255
 FF1255  NGVD 29 (11/26/84)   58.611  (m)          192.29   (f) ADJUSTED    2 0
 FF1255
 FF1255.Superseded values are not recommended for survey control.
 FF1255
 FF1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1255.See file dsdata.pdf to determine how the superseded data were derived.
 FF1255
 FF1255_MARKER: DB = BENCH MARK DISK
 FF1255_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF1255_STAMPING: B 85 1935
 FF1255_MARK LOGO: CGS
 FF1255_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0595 ***********************************************************************
 FF0595  DESIGNATION -  B 86
 FF0595  PID         -  FF0595
 FF0595  STATE/COUNTY-  AR/CROSS
 FF0595  COUNTRY     -  US
 FF0595  USGS QUAD   -  PARKIN (2017)
 FF0595
 FF0595                         *CURRENT SURVEY CONTROL
 FF0595  ______________________________________________________________________
 FF0595* NAD 83(1986) POSITION- 35 15 50.     (N) 090 33 08.     (W)   SCALED
 FF0595* NAVD 88 ORTHO HEIGHT -    67.849 (meters)      222.60  (feet) POSTED
 FF0595  ______________________________________________________________________
 FF0595  GEOID HEIGHT    -        -27.307 (meters)                     GEOID18
 FF0595  DYNAMIC HEIGHT  -         67.79  (meters)      222.4   (feet) COMP
 FF0595  MODELED GRAVITY -    979,744.4   (mgal)                       NAVD 88
 FF0595
 FF0595  VERT ORDER      -  * POSTED, SEE BELOW
 FF0595
 FF0595.The horizontal coordinates were scaled from a 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
 FF0595.* This is a POSTED BENCH MARK height.
 FF0595
 FF0595.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0595.GEOID18 height accuracy estimate available here.
 FF0595
 FF0595.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV226050(NAD 83)
 FF0595
 FF0595                          SUPERSEDED SURVEY CONTROL
 FF0595
 FF0595  NGVD 29 (11/26/84)   67.839  (m)          222.57   (f) ADJUSTED    2 0
 FF0595
 FF0595.Superseded values are not recommended for survey control.
 FF0595
 FF0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0595.See file dsdata.pdf to determine how the superseded data were derived.
 FF0595
 FF0595_MARKER: DB = BENCH MARK DISK
 FF0595_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF0595_STAMPING: B 86 1935
 FF0595_MARK LOGO: CGS
 FF0595_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1400 ***********************************************************************
 FF1400  DESIGNATION -  B 87
 FF1400  PID         -  FF1400
 FF1400  STATE/COUNTY-  AR/WHITE
 FF1400  COUNTRY     -  US
 FF1400  USGS QUAD   -  JASMINE (2017)
 FF1400
 FF1400                         *CURRENT SURVEY CONTROL
 FF1400  ______________________________________________________________________
 FF1400* NAD 83(1986) POSITION- 35 03 43.     (N) 091 34 55.     (W)   SCALED
 FF1400* NAVD 88 ORTHO HEIGHT -    61.437 (meters)      201.56  (feet) ADJUSTED
 FF1400  ______________________________________________________________________
 FF1400  GEOID HEIGHT    -        -27.298 (meters)                     GEOID18
 FF1400  DYNAMIC HEIGHT  -         61.380 (meters)      201.38  (feet) COMP
 FF1400  MODELED GRAVITY -    979,716.5   (mgal)                       NAVD 88
 FF1400
 FF1400  VERT ORDER      -  FIRST     CLASS II
 FF1400
 FF1400.The horizontal coordinates were scaled from a map and have
 FF1400.an estimated accuracy of +/- 6 seconds.
 FF1400
 FF1400.The orthometric height was determined by differential leveling and
 FF1400.adjusted by the NATIONAL GEODETIC SURVEY
 FF1400.in June 1991.
 FF1400
 FF1400.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1400.GEOID18 height accuracy estimate available here.
 FF1400
 FF1400.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU293808(NAD 83)
 FF1400
 FF1400                          SUPERSEDED SURVEY CONTROL
 FF1400
 FF1400  NGVD 29 (11/26/84)   61.421  (m)          201.51   (f) ADJUSTED    1 2
 FF1400
 FF1400.Superseded values are not recommended for survey control.
 FF1400
 FF1400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1400.See file dsdata.pdf to determine how the superseded data were derived.
 FF1400
 FF1400_MARKER: DB = BENCH MARK DISK
 FF1400_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF1400_STAMPING: B 87 1935
 FF1400_MARK LOGO: CGS
 FF1400_PROJECTION: PROJECTING 15 CENTIMETERS
 FF1400_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EK0287 ***********************************************************************
 EK0287  DESIGNATION -  B 88
 EK0287  PID         -  EK0287
 EK0287  STATE/COUNTY-  AR/SEVIER
 EK0287  COUNTRY     -  US
 EK0287  USGS QUAD   -  GENEVA (2017)
 EK0287
 EK0287                         *CURRENT SURVEY CONTROL
 EK0287  ______________________________________________________________________
 EK0287* NAD 83(1986) POSITION- 34 01 18.     (N) 094 11 11.     (W)   SCALED
 EK0287* NAVD 88 ORTHO HEIGHT -   112.499 (meters)      369.09  (feet) ADJUSTED
 EK0287  ______________________________________________________________________
 EK0287  GEOID HEIGHT    -        -27.711 (meters)                     GEOID18
 EK0287  DYNAMIC HEIGHT  -        112.384 (meters)      368.71  (feet) COMP
 EK0287  MODELED GRAVITY -    979,616.7   (mgal)                       NAVD 88
 EK0287
 EK0287  VERT ORDER      -  SECOND    CLASS 0
 EK0287
 EK0287.The horizontal coordinates were scaled from a map and have
 EK0287.an estimated accuracy of +/- 6 seconds.
 EK0287
 EK0287.The orthometric height was determined by differential leveling and
 EK0287.adjusted by the NATIONAL GEODETIC SURVEY
 EK0287.in June 1991.
 EK0287
 EK0287.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0287.GEOID18 height accuracy estimate available here.
 EK0287
 EK0287.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT904651(NAD 83)
 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
 EK0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0287.See file dsdata.pdf to determine how the superseded data were derived.
 EK0287
 EK0287_MARKER: DB = BENCH MARK DISK
 EK0287_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EK0287_STAMPING: B 88 1935
 EK0287_MARK LOGO: CGS
 EK0287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EK0288 ***********************************************************************
 EK0288  DESIGNATION -  B 88 RESET
 EK0288  PID         -  EK0288
 EK0288  STATE/COUNTY-  AR/SEVIER
 EK0288  COUNTRY     -  US
 EK0288  USGS QUAD   -  GENEVA (2017)
 EK0288
 EK0288                         *CURRENT SURVEY CONTROL
 EK0288  ______________________________________________________________________
 EK0288* NAD 83(1986) POSITION- 34 01 18.     (N) 094 11 11.     (W)   SCALED
 EK0288* NAVD 88 ORTHO HEIGHT -   113.286 (meters)      371.67  (feet) ADJUSTED
 EK0288  ______________________________________________________________________
 EK0288  GEOID HEIGHT    -        -27.711 (meters)                     GEOID18
 EK0288  DYNAMIC HEIGHT  -        113.171 (meters)      371.30  (feet) COMP
 EK0288  MODELED GRAVITY -    979,616.7   (mgal)                       NAVD 88
 EK0288
 EK0288  VERT ORDER      -  SECOND    CLASS 0
 EK0288
 EK0288.The horizontal coordinates were scaled from a map and have
 EK0288.an estimated accuracy of +/- 6 seconds.
 EK0288
 EK0288.The orthometric height was determined by differential leveling and
 EK0288.adjusted by the NATIONAL GEODETIC SURVEY
 EK0288.in June 1991.
 EK0288
 EK0288.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0288.GEOID18 height accuracy estimate available here.
 EK0288
 EK0288.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT904651(NAD 83)
 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
 EK0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0288.See file dsdata.pdf to determine how the superseded data were derived.
 EK0288
 EK0288_MARKER: DB = BENCH MARK DISK
 EK0288_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EK0288_STAMPING: B 88 RESET 1937
 EK0288_MARK LOGO: CGS
 EK0288_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0288
 EK0288  HISTORY     - Date     Condition        Report By
 EK0288  HISTORY     - 1937     MONUMENTED       CGS
 EK0288  HISTORY     - 1939     GOOD             CGS
 EK0288  HISTORY     - 1962     GOOD             CGS
 EK0288
 EK0288                          STATION DESCRIPTION
 EK0288
 EK0288'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1962
 EK0288'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EK0213 ***********************************************************************
 EK0213  DESIGNATION -  B 89
 EK0213  PID         -  EK0213
 EK0213  STATE/COUNTY-  AR/POLK
 EK0213  COUNTRY     -  US
 EK0213  USGS QUAD   -  UMPIRE (2017)
 EK0213
 EK0213                         *CURRENT SURVEY CONTROL
 EK0213  ______________________________________________________________________
 EK0213* NAD 83(1986) POSITION- 34 21 36.     (N) 094 04 07.     (W)   SCALED
 EK0213* NAVD 88 ORTHO HEIGHT -   298.320 (meters)      978.74  (feet) ADJUSTED
 EK0213  ______________________________________________________________________
 EK0213  GEOID HEIGHT    -        -28.510 (meters)                     GEOID18
 EK0213  DYNAMIC HEIGHT  -        298.010 (meters)      977.72  (feet) COMP
 EK0213  MODELED GRAVITY -    979,588.6   (mgal)                       NAVD 88
 EK0213
 EK0213  VERT ORDER      -  SECOND    CLASS 0
 EK0213
 EK0213.The horizontal coordinates were scaled from a map and have
 EK0213.an estimated accuracy of +/- 6 seconds.
 EK0213
 EK0213.The orthometric height was determined by differential leveling and
 EK0213.adjusted by the NATIONAL GEODETIC SURVEY
 EK0213.in June 1991.
 EK0213
 EK0213.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0213.GEOID18 height accuracy estimate available here.
 EK0213
 EK0213.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU017025(NAD 83)
 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
 EK0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0213.See file dsdata.pdf to determine how the superseded data were derived.
 EK0213
 EK0213_MARKER: DB = BENCH MARK DISK
 EK0213_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EK0213_STAMPING: B 89 1935
 EK0213_MARK LOGO: CGS
 EK0213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0213
 EK0213  HISTORY     - Date     Condition        Report By
 EK0213  HISTORY     - 1935     MONUMENTED       CGS
 EK0213  HISTORY     - 1961     MARK NOT FOUND   CGS
 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FF0956 ***********************************************************************
 FF0956  DESIGNATION -  B 9
 FF0956  PID         -  FF0956
 FF0956  STATE/COUNTY-  AR/JACKSON
 FF0956  COUNTRY     -  US
 FF0956  USGS QUAD   -  NEWPORT (2017)
 FF0956
 FF0956                         *CURRENT SURVEY CONTROL
 FF0956  ______________________________________________________________________
 FF0956* NAD 83(1986) POSITION- 35 36 23.1    (N) 091 17 01.1    (W)   HD_HELD2
 FF0956* NAVD 88 ORTHO HEIGHT -    71.636 (meters)      235.03  (feet) ADJUSTED
 FF0956  ______________________________________________________________________
 FF0956  GEOID HEIGHT    -        -27.517 (meters)                     GEOID18
 FF0956  DYNAMIC HEIGHT  -         71.575 (meters)      234.83  (feet) COMP
 FF0956  MODELED GRAVITY -    979,771.0   (mgal)                       NAVD 88
 FF0956
 FF0956  VERT ORDER      -  FIRST     CLASS II
 FF0956
 FF0956.The horizontal coordinates were established by autonomous hand held GPS
 FF0956.observations and have an estimated accuracy of +/- 10 meters.
 FF0956
 FF0956.The orthometric height was determined by differential leveling and
 FF0956.adjusted by the NATIONAL GEODETIC SURVEY
 FF0956.in June 1991.
 FF0956
 FF0956.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0956.GEOID18 height accuracy estimate available here.
 FF0956
 FF0956.Click photographs - Photos may exist for this station.
 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     -   141,474.      464,904.      MT  (+/- 10 meters HH2 GPS)
 FF0956
 FF0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV5546441651(NAD 83)
 FF0956
 FF0956                          SUPERSEDED SURVEY CONTROL
 FF0956
 FF0956  NGVD 29 (11/26/84)   71.572  (m)          234.82   (f) ADJUSTED    1 2
 FF0956
 FF0956.Superseded values are not recommended for survey control.
 FF0956
 FF0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0956.See file dsdata.pdf to determine how the superseded data were derived.
 FF0956
 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_MARK LOGO: CGS
 FF0956_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0956_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0956+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2014
 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  HISTORY     - 20070428 GOOD             PB
 FF0956  HISTORY     - 20140902 GOOD             ARHD
 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.
 FF0956
 FF0956                          STATION RECOVERY (2007)
 FF0956
 FF0956'RECOVERY NOTE BY PBS&J 2007
 FF0956'RECOVERED IN GOOD CONDITION.
 FF0956
 FF0956                          STATION RECOVERY (2014)
 FF0956
 FF0956'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (BAB)
 FF0956'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1545 ***********************************************************************
 FF1545  DESIGNATION -  B 9
 FF1545  PID         -  FF1545
 FF1545  STATE/COUNTY-  AR/CLEBURNE
 FF1545  COUNTRY     -  US
 FF1545  USGS QUAD   -  DRASCO (2017)
 FF1545
 FF1545                         *CURRENT SURVEY CONTROL
 FF1545  ______________________________________________________________________
 FF1545* NAD 83(1986) POSITION- 35 39 54.     (N) 091 54 54.     (W)   SCALED
 FF1545* NAVD 88 ORTHO HEIGHT -   324.380 (meters)     1064.24  (feet) ADJUSTED
 FF1545  ______________________________________________________________________
 FF1545  GEOID HEIGHT    -        -27.378 (meters)                     GEOID18
 FF1545  DYNAMIC HEIGHT  -        324.085 (meters)     1063.27  (feet) COMP
 FF1545  MODELED GRAVITY -    979,715.6   (mgal)                       NAVD 88
 FF1545
 FF1545  VERT ORDER      -  SECOND    CLASS 0
 FF1545
 FF1545.The horizontal coordinates were scaled from a map and have
 FF1545.an estimated accuracy of +/- 6 seconds.
 FF1545
 FF1545.The orthometric height was determined by differential leveling and
 FF1545.adjusted by the NATIONAL GEODETIC SURVEY
 FF1545.in June 1991.
 FF1545
 FF1545.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1545.GEOID18 height accuracy estimate available here.
 FF1545
 FF1545.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV982473(NAD 83)
 FF1545
 FF1545                          SUPERSEDED SURVEY CONTROL
 FF1545
 FF1545  NGVD 29 (11/26/84)  324.301  (m)         1063.98   (f) ADJUSTED    2 0
 FF1545
 FF1545.Superseded values are not recommended for survey control.
 FF1545
 FF1545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1545.See file dsdata.pdf to determine how the superseded data were derived.
 FF1545
 FF1545_MARKER: DD = SURVEY DISK
 FF1545_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF1545_STAMPING: B 9 1934
 FF1545_MARK LOGO: CGS+SS
 FF1545_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1545
 FF1545  HISTORY     - Date     Condition        Report By
 FF1545  HISTORY     - 1934     MONUMENTED       ARGS
 FF1545  HISTORY     - 1940     GOOD             CGS
 FF1545  HISTORY     - 20100511 MARK NOT FOUND   ARHD
 FF1545  HISTORY     - 20111107 MARK NOT FOUND   ARHD
 FF1545
 FF1545                          STATION DESCRIPTION
 FF1545
 FF1545'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 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.
 FF1545
 FF1545                          STATION RECOVERY (2010)
 FF1545
 FF1545'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2010 (ST)
 FF1545'MARK NOT FOUND.
 FF1545
 FF1545                          STATION RECOVERY (2011)
 FF1545
 FF1545'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (AMC)
 FF1545'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0030 ***********************************************************************
 DL0030  DESIGNATION -  B 91
 DL0030  PID         -  DL0030
 DL0030  STATE/COUNTY-  AR/CALHOUN
 DL0030  COUNTRY     -  US
 DL0030  USGS QUAD   -  HAMPTON (2017)
 DL0030
 DL0030                         *CURRENT SURVEY CONTROL
 DL0030  ______________________________________________________________________
 DL0030* NAD 83(1986) POSITION- 33 30 16.     (N) 092 24 10.     (W)   SCALED
 DL0030* NAVD 88 ORTHO HEIGHT -    61.443 (meters)      201.58  (feet) ADJUSTED
 DL0030  ______________________________________________________________________
 DL0030  GEOID HEIGHT    -        -26.116 (meters)                     GEOID18
 DL0030  DYNAMIC HEIGHT  -         61.379 (meters)      201.37  (feet) COMP
 DL0030  MODELED GRAVITY -    979,596.7   (mgal)                       NAVD 88
 DL0030
 DL0030  VERT ORDER      -  SECOND    CLASS 0
 DL0030
 DL0030.The horizontal coordinates were scaled from a map and have
 DL0030.an estimated accuracy of +/- 6 seconds.
 DL0030
 DL0030.The orthometric height was determined by differential leveling and
 DL0030.adjusted by the NATIONAL GEODETIC SURVEY
 DL0030.in June 1991.
 DL0030
 DL0030.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0030.GEOID18 height accuracy estimate available here.
 DL0030
 DL0030.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT554073(NAD 83)
 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
 DL0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0030.See file dsdata.pdf to determine how the superseded data were derived.
 DL0030
 DL0030_MARKER: DB = BENCH MARK DISK
 DL0030_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DL0030_STAMPING: B 91 1935
 DL0030_MARK LOGO: CGS
 DL0030_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0030_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL0030+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2013
 DL0030
 DL0030  HISTORY     - Date     Condition        Report By
 DL0030  HISTORY     - 1935     MONUMENTED       CGS
 DL0030  HISTORY     - 1964     GOOD             CGS
 DL0030  HISTORY     - 20130702 GOOD             ARHD
 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 COAST AND GEODETIC SURVEY 1964
 DL0030'RECOVERED IN GOOD CONDITION.
 DL0030
 DL0030                          STATION RECOVERY (2013)
 DL0030
 DL0030'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (JDH)
 DL0030'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0158 ***********************************************************************
 DL0158  DESIGNATION -  B 92
 DL0158  PID         -  DL0158
 DL0158  STATE/COUNTY-  AR/BRADLEY
 DL0158  COUNTRY     -  US
 DL0158  USGS QUAD   -  HERMITAGE (2017)
 DL0158
 DL0158                         *CURRENT SURVEY CONTROL
 DL0158  ______________________________________________________________________
 DL0158* NAD 83(1986) POSITION- 33 24 48.     (N) 092 10 15.     (W)   SCALED
 DL0158* NAVD 88 ORTHO HEIGHT -    36.908 (meters)      121.09  (feet) ADJUSTED
 DL0158  ______________________________________________________________________
 DL0158  GEOID HEIGHT    -        -26.008 (meters)                     GEOID18
 DL0158  DYNAMIC HEIGHT  -         36.870 (meters)      120.96  (feet) COMP
 DL0158  MODELED GRAVITY -    979,589.2   (mgal)                       NAVD 88
 DL0158
 DL0158  VERT ORDER      -  SECOND    CLASS 0
 DL0158
 DL0158.The horizontal coordinates were scaled from a map and have
 DL0158.an estimated accuracy of +/- 6 seconds.
 DL0158
 DL0158.The orthometric height was determined by differential leveling and
 DL0158.adjusted by the NATIONAL GEODETIC SURVEY
 DL0158.in June 1991.
 DL0158
 DL0158.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0158.GEOID18 height accuracy estimate available here.
 DL0158
 DL0158.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS770974(NAD 83)
 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
 DL0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0158.See file dsdata.pdf to determine how the superseded data were derived.
 DL0158
 DL0158_MARKER: DB = BENCH MARK DISK
 DL0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0158_STAMPING: B 92 1935
 DL0158_MARK LOGO: CGS
 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             CGS
 DL0158  HISTORY     - 20130619 MARK NOT FOUND   ARHD
 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 COAST AND GEODETIC SURVEY 1964
 DL0158'RECOVERED IN GOOD CONDITION.
 DL0158
 DL0158                          STATION RECOVERY (2013)
 DL0158
 DL0158'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (JDH)
 DL0158'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1265 ***********************************************************************
 FG1265  DESIGNATION -  B 93
 FG1265  PID         -  FG1265
 FG1265  STATE/COUNTY-  AR/JOHNSON
 FG1265  COUNTRY     -  US
 FG1265  USGS QUAD   -  COAL HILL (2017)
 FG1265
 FG1265                         *CURRENT SURVEY CONTROL
 FG1265  ______________________________________________________________________
 FG1265* NAD 83(1986) POSITION- 35 29 10.     (N) 093 39 22.     (W)   SCALED
 FG1265* NAVD 88 ORTHO HEIGHT -   151.081 (meters)      495.67  (feet) ADJUSTED
 FG1265  ______________________________________________________________________
 FG1265  GEOID HEIGHT    -        -29.174 (meters)                     GEOID18
 FG1265  DYNAMIC HEIGHT  -        150.941 (meters)      495.21  (feet) COMP
 FG1265  MODELED GRAVITY -    979,708.2   (mgal)                       NAVD 88
 FG1265
 FG1265  VERT ORDER      -  SECOND    CLASS 0
 FG1265
 FG1265.The horizontal coordinates were scaled from a map and have
 FG1265.an estimated accuracy of +/- 6 seconds.
 FG1265
 FG1265.The orthometric height was determined by differential leveling and
 FG1265.adjusted by the NATIONAL GEODETIC SURVEY
 FG1265.in June 1991.
 FG1265
 FG1265.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1265.GEOID18 height accuracy estimate available here.
 FG1265
 FG1265.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV404271(NAD 83)
 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
 FG1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1265.See file dsdata.pdf to determine how the superseded data were derived.
 FG1265
 FG1265_MARKER: DB = BENCH MARK DISK
 FG1265_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG1265_STAMPING: B 93 1935
 FG1265_MARK LOGO: CGS
 FG1265_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG1265
 FG1265  HISTORY     - Date     Condition        Report By
 FG1265  HISTORY     - 1935     MONUMENTED       CGS
 FG1265  HISTORY     - 1984     GOOD             NGS
 FG1265  HISTORY     - 20221025 MARK NOT FOUND   ARHD
 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.
 FG1265
 FG1265                          STATION RECOVERY (2022)
 FG1265
 FG1265'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2022 (BH)
 FG1265'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1403 ***********************************************************************
 FG1403  DESIGNATION -  B 94
 FG1403  PID         -  FG1403
 FG1403  STATE/COUNTY-  AR/FRANKLIN
 FG1403  COUNTRY     -  US
 FG1403  USGS QUAD   -  WATALULA (2017)
 FG1403
 FG1403                         *CURRENT SURVEY CONTROL
 FG1403  ______________________________________________________________________
 FG1403* NAD 83(1986) POSITION- 35 32 05.     (N) 093 46 15.     (W)   SCALED
 FG1403* NAVD 88 ORTHO HEIGHT -   248.381 (meters)      814.90  (feet) ADJUSTED
 FG1403  ______________________________________________________________________
 FG1403  GEOID HEIGHT    -        -28.994 (meters)                     GEOID18
 FG1403  DYNAMIC HEIGHT  -        248.150 (meters)      814.14  (feet) COMP
 FG1403  MODELED GRAVITY -    979,695.2   (mgal)                       NAVD 88
 FG1403
 FG1403  VERT ORDER      -  SECOND    CLASS 0
 FG1403
 FG1403.The horizontal coordinates were scaled from a map and have
 FG1403.an estimated accuracy of +/- 6 seconds.
 FG1403
 FG1403.The orthometric height was determined by differential leveling and
 FG1403.adjusted by the NATIONAL GEODETIC SURVEY
 FG1403.in June 1991.
 FG1403
 FG1403.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1403.GEOID18 height accuracy estimate available here.
 FG1403
 FG1403.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV301326(NAD 83)
 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
 FG1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1403.See file dsdata.pdf to determine how the superseded data were derived.
 FG1403
 FG1403_MARKER: DB = BENCH MARK DISK
 FG1403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1403_STAMPING: B 94 1935
 FG1403_MARK LOGO: CGS
 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   CGS
 FG1403
 FG1403                          STATION DESCRIPTION
 FG1403
 FG1403'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG1482 ***********************************************************************
 FG1482  DESIGNATION -  B 95
 FG1482  PID         -  FG1482
 FG1482  STATE/COUNTY-  AR/JOHNSON
 FG1482  COUNTRY     -  US
 FG1482  USGS QUAD   -  HUNT (2017)
 FG1482
 FG1482                         *CURRENT SURVEY CONTROL
 FG1482  ______________________________________________________________________
 FG1482* NAD 83(1986) POSITION- 35 35 43.     (N) 093 38 43.     (W)   SCALED
 FG1482* NAVD 88 ORTHO HEIGHT -   564.482 (meters)     1851.97  (feet) ADJUSTED
 FG1482  ______________________________________________________________________
 FG1482  GEOID HEIGHT    -        -28.648 (meters)                     GEOID18
 FG1482  DYNAMIC HEIGHT  -        563.936 (meters)     1850.18  (feet) COMP
 FG1482  MODELED GRAVITY -    979,647.4   (mgal)                       NAVD 88
 FG1482
 FG1482  VERT ORDER      -  SECOND    CLASS 0
 FG1482
 FG1482.The horizontal coordinates were scaled from a map and have
 FG1482.an estimated accuracy of +/- 6 seconds.
 FG1482
 FG1482.The orthometric height was determined by differential leveling and
 FG1482.adjusted by the NATIONAL GEODETIC SURVEY
 FG1482.in June 1991.
 FG1482
 FG1482.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1482.GEOID18 height accuracy estimate available here.
 FG1482
 FG1482.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV415392(NAD 83)
 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
 FG1482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1482.See file dsdata.pdf to determine how the superseded data were derived.
 FG1482
 FG1482_MARKER: DB = BENCH MARK DISK
 FG1482_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG1482_STAMPING: B 95 1935
 FG1482_MARK LOGO: CGS
 FG1482_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0381 ***********************************************************************
 EJ0381  DESIGNATION -  B 96
 EJ0381  PID         -  EJ0381
 EJ0381  STATE/COUNTY-  AR/SALINE
 EJ0381  COUNTRY     -  US
 EJ0381  USGS QUAD   -  BRYANT (2017)
 EJ0381
 EJ0381                         *CURRENT SURVEY CONTROL
 EJ0381  ______________________________________________________________________
 EJ0381* NAD 83(1986) POSITION- 34 31 29.     (N) 092 24 14.     (W)   SCALED
 EJ0381* NAVD 88 ORTHO HEIGHT -   105.216 (meters)      345.20  (feet) ADJUSTED
 EJ0381  ______________________________________________________________________
 EJ0381  GEOID HEIGHT    -        -26.288 (meters)                     GEOID18
 EJ0381  DYNAMIC HEIGHT  -        105.116 (meters)      344.87  (feet) COMP
 EJ0381  MODELED GRAVITY -    979,679.4   (mgal)                       NAVD 88
 EJ0381
 EJ0381  VERT ORDER      -  SECOND    CLASS 0
 EJ0381
 EJ0381.The horizontal coordinates were scaled from a map and have
 EJ0381.an estimated accuracy of +/- 6 seconds.
 EJ0381
 EJ0381.The orthometric height was determined by differential leveling and
 EJ0381.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0381.in June 1991.
 EJ0381
 EJ0381.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0381.GEOID18 height accuracy estimate available here.
 EJ0381
 EJ0381.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU547204(NAD 83)
 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
 EJ0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0381.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0381
 EJ0381_MARKER: DB = BENCH MARK DISK
 EJ0381_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0381_STAMPING: B 96 1935
 EJ0381_MARK LOGO: CGS
 EJ0381_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0654 ***********************************************************************
 EJ0654  DESIGNATION -  B 97
 EJ0654  PID         -  EJ0654
 EJ0654  STATE/COUNTY-  AR/GRANT
 EJ0654  COUNTRY     -  US
 EJ0654  USGS QUAD   -  REDFIELD (2017)
 EJ0654
 EJ0654                         *CURRENT SURVEY CONTROL
 EJ0654  ______________________________________________________________________
 EJ0654* NAD 83(1986) POSITION- 34 24 06.91   (N) 092 14 17.12   (W)   HD_HELD1
 EJ0654* NAVD 88 ORTHO HEIGHT -    86.214 (meters)      282.85  (feet) ADJUSTED
 EJ0654  ______________________________________________________________________
 EJ0654  GEOID HEIGHT    -        -26.048 (meters)                     GEOID18
 EJ0654  DYNAMIC HEIGHT  -         86.132 (meters)      282.58  (feet) COMP
 EJ0654  MODELED GRAVITY -    979,684.3   (mgal)                       NAVD 88
 EJ0654
 EJ0654  VERT ORDER      -  SECOND    CLASS 0
 EJ0654
 EJ0654.The horizontal coordinates were determined by differentially corrected
 EJ0654.hand held GPS observations or other comparable positioning techniques
 EJ0654.and have an estimated accuracy of +/- 3 meters.
 EJ0654
 EJ0654.The orthometric height was determined by differential leveling and
 EJ0654.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0654.in June 1991.
 EJ0654
 EJ0654.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0654.GEOID18 height accuracy estimate available here.
 EJ0654
 EJ0654.Click photographs - Photos may exist for this station.
 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     -   592,488.2     378,109.7     MT  (+/- 3 meters HH1 GPS) 
 EJ0654
 EJ0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7002806984(NAD 83)
 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
 EJ0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0654.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0654
 EJ0654_MARKER: DB = BENCH MARK DISK
 EJ0654_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0654_STAMPING: B 97 1935
 EJ0654_MARK LOGO: CGS
 EJ0654_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0913 ***********************************************************************
 EJ0913  DESIGNATION -  B 98
 EJ0913  PID         -  EJ0913
 EJ0913  STATE/COUNTY-  AR/SALINE
 EJ0913  COUNTRY     -  US
 EJ0913  USGS QUAD   -  HASKELL (2017)
 EJ0913
 EJ0913                         *CURRENT SURVEY CONTROL
 EJ0913  ______________________________________________________________________
 EJ0913* NAD 83(1986) POSITION- 34 36 28.     (N) 092 39 57.     (W)   SCALED
 EJ0913* NAVD 88 ORTHO HEIGHT -   111.285 (meters)      365.11  (feet) ADJUSTED
 EJ0913  ______________________________________________________________________
 EJ0913  GEOID HEIGHT    -        -26.660 (meters)                     GEOID18
 EJ0913  DYNAMIC HEIGHT  -        111.179 (meters)      364.76  (feet) COMP
 EJ0913  MODELED GRAVITY -    979,687.6   (mgal)                       NAVD 88
 EJ0913
 EJ0913  VERT ORDER      -  SECOND    CLASS 0
 EJ0913
 EJ0913.The horizontal coordinates were scaled from a map and have
 EJ0913.an estimated accuracy of +/- 6 seconds.
 EJ0913
 EJ0913.The orthometric height was determined by differential leveling and
 EJ0913.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0913.in June 1991.
 EJ0913
 EJ0913.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0913.GEOID18 height accuracy estimate available here.
 EJ0913
 EJ0913.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU306295(NAD 83)
 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
 EJ0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0913.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0913
 EJ0913_MARKER: DB = BENCH MARK DISK
 EJ0913_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0913_STAMPING: B 98 1935
 EJ0913_MARK LOGO: CGS
 EJ0913_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0906 ***********************************************************************
 EJ0906  DESIGNATION -  B 99
 EJ0906  PID         -  EJ0906
 EJ0906  STATE/COUNTY-  AR/PULASKI
 EJ0906  COUNTRY     -  US
 EJ0906  USGS QUAD   -  CONGO (2017)
 EJ0906
 EJ0906                         *CURRENT SURVEY CONTROL
 EJ0906  ______________________________________________________________________
 EJ0906* NAD 83(1986) POSITION- 34 42 03.     (N) 092 30 49.     (W)   SCALED
 EJ0906* NAVD 88 ORTHO HEIGHT -   134.743 (meters)      442.07  (feet) ADJUSTED
 EJ0906  ______________________________________________________________________
 EJ0906  GEOID HEIGHT    -        -26.689 (meters)                     GEOID18
 EJ0906  DYNAMIC HEIGHT  -        134.616 (meters)      441.65  (feet) COMP
 EJ0906  MODELED GRAVITY -    979,686.3   (mgal)                       NAVD 88
 EJ0906
 EJ0906  VERT ORDER      -  SECOND    CLASS 0
 EJ0906
 EJ0906.The horizontal coordinates were scaled from a map and have
 EJ0906.an estimated accuracy of +/- 6 seconds.
 EJ0906
 EJ0906.The orthometric height was determined by differential leveling and
 EJ0906.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0906.in June 1991.
 EJ0906
 EJ0906.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0906.GEOID18 height accuracy estimate available here.
 EJ0906
 EJ0906.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU445399(NAD 83)
 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
 EJ0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0906.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0906
 EJ0906_MARKER: DB = BENCH MARK DISK
 EJ0906_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0906_STAMPING: B 99 1935
 EJ0906_MARK LOGO: CGS
 EJ0906_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 DP6884 ***********************************************************************
 DP6884  DESIGNATION -  B RVRX
 DP6884  PID         -  DP6884
 DP6884  STATE/COUNTY-  AR/INDEPENDENCE
 DP6884  COUNTRY     -  US
 DP6884  USGS QUAD   -  BATESVILLE (2017)
 DP6884
 DP6884                         *CURRENT SURVEY CONTROL
 DP6884  ______________________________________________________________________
 DP6884* NAD 83(1986) POSITION- 35 45 34.90   (N) 091 38 13.11   (W)   HD_HELD1
 DP6884* NAVD 88 ORTHO HEIGHT -    79.547 (meters)      260.98  (feet) ADJUSTED
 DP6884  ______________________________________________________________________
 DP6884  GEOID HEIGHT    -        -27.581 (meters)                     GEOID18
 DP6884  DYNAMIC HEIGHT  -         79.479 (meters)      260.76  (feet) COMP
 DP6884  MODELED GRAVITY -    979,772.0   (mgal)                       NAVD 88
 DP6884
 DP6884  VERT ORDER      -  SECOND    CLASS I
 DP6884
 DP6884.The horizontal coordinates were determined by differentially corrected
 DP6884.hand held GPS observations or other comparable positioning techniques
 DP6884.and have an estimated accuracy of +/- 3 meters.
 DP6884
 DP6884.The orthometric height was determined by differential leveling and
 DP6884.adjusted by the NATIONAL GEODETIC SURVEY
 DP6884.in October 2015.
 DP6884
 DP6884.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6884.GEOID18 height accuracy estimate available here.
 DP6884
 DP6884.Click photographs - Photos may exist for this station.
 DP6884
 DP6884.The dynamic height is computed by dividing the NAVD 88
 DP6884.geopotential number by the normal gravity value computed on the
 DP6884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6884.degrees latitude (g = 980.6199 gals.).
 DP6884
 DP6884.The modeled gravity was interpolated from observed gravity values.
 DP6884
 DP6884;                    North         East    Units  Estimated Accuracy
 DP6884;SPC AR N     -   158,303.9     432,828.7     MT  (+/- 3 meters HH1 GPS) 
 DP6884
 DP6884_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV2322158152(NAD 83)
 DP6884
 DP6884                          SUPERSEDED SURVEY CONTROL
 DP6884
 DP6884.No superseded survey control is available for this station.
 DP6884
 DP6884_MARKER: X = CHISELED CROSS
 DP6884_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DP6884_SP_SET: MANHOLE RIM
 DP6884_STAMPING: B RVRX 2012
 DP6884_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6884_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP6884_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP6884+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2012
 DP6884
 DP6884  HISTORY     - Date     Condition        Report By
 DP6884  HISTORY     - 20120605 MONUMENTED       ARHD
 DP6884
 DP6884                          STATION DESCRIPTION
 DP6884
 DP6884'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (JDH)
 DP6884'THE STATION IS LOCATED ABOUT 9.3 KM (5.8 MI) NORTHEAST OF JAMESTOWN,
 DP6884'8.5 KM (5.3 MI) NORTH-NORTHWEST OF SALADO AND 1.2 KM (0.7 MI)
 DP6884'SOUTH-SOUTHEAST OF BATESVILLE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DP6884'
 DP6884'TO REACH FROM THE INTERSECTION OF US HIGHWAY 167 AND STATE HIGHWAY 69,
 DP6884'GO FOR 0.5 MI (0.8 KM) ON HIGHWAY 167, THEN TURN EAST ON CITY STREET
 DP6884'MYERS AVENUE FOR 0.15 MI (0.2 KM) THEN TURN SOUTH ON CITY STREET
 DP6884'CHANEY AND GO FOR 0.2 MI (0.3 KM) TO THE STATION ON THE RIGHT, IN THE
 DP6884'METAL RING OF A MANHOLE.
 DP6884'
 DP6884'IT IS 58 FT (17.7 M) SOUTH OF A POWER POLE, 44 FT (13.4 M) WEST OF A 6
 DP6884'FT (1.8 M) METAL FENCE AND 44 FT (13.4 M) EAST OF AN 8 INCH (20 CM)
 DP6884'PECAN TREE.
 DP6884'
 DP6884'NOTE-THE DATUM POINT IS STAMPED ON THE WEST SIDE OF A MANHOLE RIM.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1694 ***********************************************************************
 EJ1694  DESIGNATION -  BADGETT
 EJ1694  PID         -  EJ1694
 EJ1694  STATE/COUNTY-  AR/PULASKI
 EJ1694  COUNTRY     -  US
 EJ1694  USGS QUAD   -  SWEET HOME (2017)
 EJ1694
 EJ1694                         *CURRENT SURVEY CONTROL
 EJ1694  ______________________________________________________________________
 EJ1694* NAD 83(1997) POSITION- 34 41 02.90716(N) 092 10 27.24819(W)   ADJUSTED
 EJ1694* NAVD 88 ORTHO HEIGHT -    75.    (meters)      246.    (feet) SCALED
 EJ1694  ______________________________________________________________________
 EJ1694  GEOID HEIGHT    -        -26.559 (meters)                     GEOID18
 EJ1694  LAPLACE CORR    -          0.72  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1694.GEOID18 height accuracy estimate available here.
 EJ1694
 EJ1694.Click photographs - Photos may exist for this station.
 EJ1694
 EJ1694.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1694
 EJ1694. The following values were computed from the NAD 83(1997) position.
 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  =   0.99966293
 EJ1694
 EJ1694:                Primary Azimuth Mark                     Grid Az
 EJ1694:SPC AR S     -  RNG LITTLE ROCK RADIO LIT                269 56 23.0
 EJ1694:UTM  15      -  RNG LITTLE ROCK RADIO LIT                269 22 20.2
 EJ1694
 EJ1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7564138326(NAD 83)
 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
 EJ1694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1694.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1694
 EJ1694_MARKER: DS = TRIANGULATION STATION DISK
 EJ1694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1694_STAMPING: BADGETT 1964
 EJ1694_MARK LOGO: CGS
 EJ1694_PROJECTION: FLUSH
 EJ1694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1694+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1925 ***********************************************************************
 EJ1925  DESIGNATION -  BAIN
 EJ1925  PID         -  EJ1925
 EJ1925  STATE/COUNTY-  AR/GARLAND
 EJ1925  COUNTRY     -  US
 EJ1925  USGS QUAD   -  MOUNTAIN PINE (2017)
 EJ1925
 EJ1925                         *CURRENT SURVEY CONTROL
 EJ1925  ______________________________________________________________________
 EJ1925* NAD 83(1997) POSITION- 34 30 38.95409(N) 093 11 32.98114(W)   ADJUSTED
 EJ1925* NAVD 88 ORTHO HEIGHT -   144.8   (meters)      475.    (feet) VERTCON3
 EJ1925  ______________________________________________________________________
 EJ1925  GEOID HEIGHT    -        -27.597 (meters)                     GEOID18
 EJ1925  LAPLACE CORR    -          3.15  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1925.GEOID18 height accuracy estimate available here.
 EJ1925
 EJ1925.Click photographs - Photos may exist for this station.
 EJ1925
 EJ1925.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1925
 EJ1925. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU8233018813(NAD 83)
 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
 EJ1925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1925.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1925
 EJ1925_MARKER: DS = TRIANGULATION STATION DISK
 EJ1925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1925_STAMPING: BAIN 1956
 EJ1925_MARK LOGO: CGS
 EJ1925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1925+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0836 ***********************************************************************
 GE0836  DESIGNATION -  BAKER
 GE0836  PID         -  GE0836
 GE0836  STATE/COUNTY-  AR/RANDOLPH
 GE0836  COUNTRY     -  US
 GE0836  USGS QUAD   -  WARM SPRINGS (2017)
 GE0836
 GE0836                         *CURRENT SURVEY CONTROL
 GE0836  ______________________________________________________________________
 GE0836* NAD 83(1997) POSITION- 36 28 19.02812(N) 091 06 49.87894(W)   ADJUSTED
 GE0836* NAVD 88 ORTHO HEIGHT -   228.    (meters)      748.    (feet) SCALED
 GE0836  ______________________________________________________________________
 GE0836  GEOID HEIGHT    -        -28.733 (meters)                     GEOID18
 GE0836  LAPLACE CORR    -         -1.04  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0836.GEOID18 height accuracy estimate available here.
 GE0836
 GE0836.Click photographs - Photos may exist for this station.
 GE0836
 GE0836.The Laplace correction was computed from DEFLEC18 derived deflections.
 GE0836
 GE0836. The following values were computed from the NAD 83(1997) position.
 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  =   0.99992054
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA6898437950(NAD 83)
 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
 GE0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0836.See file dsdata.pdf to determine how the superseded data were derived.
 GE0836
 GE0836_MARKER: DS = TRIANGULATION STATION DISK
 GE0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0836_STAMPING: BAKER 1955
 GE0836_MARK LOGO: CGS
 GE0836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0836+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1869 ***********************************************************************
 EJ1869  DESIGNATION -  BALD
 EJ1869  PID         -  EJ1869
 EJ1869  STATE/COUNTY-  AR/GARLAND
 EJ1869  COUNTRY     -  US
 EJ1869  USGS QUAD   -  LAKE CATHERINE (2017)
 EJ1869
 EJ1869                         *CURRENT SURVEY CONTROL
 EJ1869  ______________________________________________________________________
 EJ1869* NAD 83(1997) POSITION- 34 28 58.95661(N) 092 58 16.55197(W)   ADJUSTED
 EJ1869* NAVD 88 ORTHO HEIGHT -   276.    (meters)      906.    (feet) SCALED
 EJ1869  ______________________________________________________________________
 EJ1869  GEOID HEIGHT    -        -26.932 (meters)                     GEOID18
 EJ1869  LAPLACE CORR    -          5.40  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1869.GEOID18 height accuracy estimate available here.
 EJ1869
 EJ1869.Click photographs - Photos may exist for this station.
 EJ1869
 EJ1869.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1869
 EJ1869. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 EJ1869:SPC AR S     -  WEST                                     283 01 13.0
 EJ1869:UTM  15      -  WEST                                     282 27 37.4
 EJ1869
 EJ1869_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU0263815717(NAD 83)
 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
 EJ1869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1869.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1869
 EJ1869_MARKER: DS = TRIANGULATION STATION DISK
 EJ1869_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EJ1869_STAMPING: BALD 1963
 EJ1869_MARK LOGO: CGS
 EJ1869_MAGNETIC: P = MARKER IS A STEEL PIPE
 EJ1869_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1840 ***********************************************************************
 FF1840  DESIGNATION -  BALD KNOB MUNICIPAL STANDPIPE
 FF1840  PID         -  FF1840
 FF1840  STATE/COUNTY-  AR/WHITE
 FF1840  COUNTRY     -  US
 FF1840  USGS QUAD   -  BALD KNOB (2017)
 FF1840
 FF1840                         *CURRENT SURVEY CONTROL
 FF1840  ______________________________________________________________________
 FF1840* NAD 83(1997) POSITION- 35 18 37.37325(N) 091 34 48.34335(W)   ADJUSTED
 FF1840  ______________________________________________________________________
 FF1840  GEOID HEIGHT    -        -27.319 (meters)                     GEOID18
 FF1840  LAPLACE CORR    -         -0.16  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1840.GEOID18 height accuracy estimate available here.
 FF1840
 FF1840.Click photographs - Photos may exist for this station.
 FF1840
 FF1840.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1840
 FF1840. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV2908108388(NAD 83)
 FF1840
 FF1840                          SUPERSEDED SURVEY CONTROL
 FF1840
 FF1840  NAD 83(1986)-  35 18 37.38410(N)    091 34 48.34236(W) AD(       ) 3
 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
 FF1840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1840.See file dsdata.pdf to determine how the superseded data were derived.
 FF1840
 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 = MARCH 20, 2026 22:17:28 EDT
 EH3055 ***********************************************************************
 EH3055  DESIGNATION -  BALLE
 EH3055  PID         -  EH3055
 EH3055  STATE/COUNTY-  AR/PRAIRIE
 EH3055  COUNTRY     -  US
 EH3055  USGS QUAD   -  SLOVAK (2017)
 EH3055
 EH3055                         *CURRENT SURVEY CONTROL
 EH3055  ______________________________________________________________________
 EH3055* NAD 83(1997) POSITION- 34 41 01.53428(N) 091 32 45.45734(W)   ADJUSTED
 EH3055* NAVD 88 ORTHO HEIGHT -    64.    (meters)      210.    (feet) SCALED
 EH3055  ______________________________________________________________________
 EH3055  GEOID HEIGHT    -        -26.822 (meters)                     GEOID18
 EH3055  LAPLACE CORR    -         -0.44  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH3055.GEOID18 height accuracy estimate available here.
 EH3055
 EH3055.Click photographs - Photos may exist for this station.
 EH3055
 EH3055.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH3055
 EH3055. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999417  x   0.99998256  =   0.99997673
 EH3055!UTM  15      -   0.99999417  x   0.99981867  =   0.99981284
 EH3055
 EH3055:                Primary Azimuth Mark                     Grid Az
 EH3055:SPC AR S     -  BALLE AZ MK                              226 41 02.4
 EH3055:UTM  15      -  BALLE AZ MK                              226 06 38.1
 EH3055
 EH3055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU3319738935(NAD 83)
 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
 EH3055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3055.See file dsdata.pdf to determine how the superseded data were derived.
 EH3055
 EH3055_MARKER: DS = TRIANGULATION STATION DISK
 EH3055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH3055_STAMPING: BALLE 1965
 EH3055_MARK LOGO: CGS
 EH3055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH3055+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1277 ***********************************************************************
 DL1277  DESIGNATION -  BANKS
 DL1277  PID         -  DL1277
 DL1277  STATE/COUNTY-  AR/BRADLEY
 DL1277  COUNTRY     -  US
 DL1277  USGS QUAD   -  BANKS (2017)
 DL1277
 DL1277                         *CURRENT SURVEY CONTROL
 DL1277  ______________________________________________________________________
 DL1277* NAD 83(1997) POSITION- 33 33 57.33941(N) 092 16 17.99491(W)   ADJUSTED
 DL1277* NAVD 88 ORTHO HEIGHT -    79.3   (meters)      260.    (feet) VERTCON3
 DL1277  ______________________________________________________________________
 DL1277  GEOID HEIGHT    -        -25.998 (meters)                     GEOID18
 DL1277  LAPLACE CORR    -          1.24  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1277.GEOID18 height accuracy estimate available here.
 DL1277
 DL1277.Click photographs - Photos may exist for this station.
 DL1277
 DL1277.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1277
 DL1277. The following values were computed from the NAD 83(1997) position.
 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 AZ MK                              055 05 15.5
 DL1277:UTM  15      -  BANKS AZ MK                              054 31 58.3
 DL1277
 DL1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT6760114266(NAD 83)
 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(1993)-  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
 DL1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1277.See file dsdata.pdf to determine how the superseded data were derived.
 DL1277
 DL1277_MARKER: DS = TRIANGULATION STATION DISK
 DL1277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1277_STAMPING: BANKS 1952
 DL1277_MARK LOGO: CGS
 DL1277_PROJECTION: RECESSED 30 CENTIMETERS
 DL1277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1277+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FF2069 ***********************************************************************
 FF2069  DESIGNATION -  BANKS
 FF2069  PID         -  FF2069
 FF2069  STATE/COUNTY-  AR/CROSS
 FF2069  COUNTRY     -  US
 FF2069  USGS QUAD   -  CHERRY VALLEY EAST (2017)
 FF2069
 FF2069                         *CURRENT SURVEY CONTROL
 FF2069  ______________________________________________________________________
 FF2069* NAD 83(1997) POSITION- 35 22 59.30641(N) 090 42 27.89112(W)   ADJUSTED
 FF2069* NAVD 88 ORTHO HEIGHT -   134.    (meters)      440.    (feet) SCALED
 FF2069  ______________________________________________________________________
 FF2069  GEOID HEIGHT    -        -27.396 (meters)                     GEOID18
 FF2069  LAPLACE CORR    -         -0.73  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF2069.GEOID18 height accuracy estimate available here.
 FF2069
 FF2069.Click photographs - Photos may exist for this station.
 FF2069
 FF2069.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF2069
 FF2069. The following values were computed from the NAD 83(1997) position.
 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     -   0.99998326  x   0.99994206  =   0.99992532
 FF2069!UTM  15      -   0.99998326  x   1.00013427  =   1.00011753
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV0821017945(NAD 83)
 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(1995)-  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
 FF2069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2069.See file dsdata.pdf to determine how the superseded data were derived.
 FF2069
 FF2069_MARKER: DS = TRIANGULATION STATION DISK
 FF2069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2069_STAMPING: BANKS 1954
 FF2069_MARK LOGO: CGS
 FF2069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF2069+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FF2070 ***********************************************************************
 FF2070  DESIGNATION -  BANKS 2 RESET
 FF2070  PID         -  FF2070
 FF2070  STATE/COUNTY-  AR/CROSS
 FF2070  COUNTRY     -  US
 FF2070  USGS QUAD   -  CHERRY VALLEY EAST (2017)
 FF2070
 FF2070                         *CURRENT SURVEY CONTROL
 FF2070  ______________________________________________________________________
 FF2070* NAD 83(1997) POSITION- 35 22 59.16296(N) 090 42 27.93287(W)   ADJUSTED
 FF2070* NAVD 88 ORTHO HEIGHT -   134.    (meters)      440.    (feet) SCALED
 FF2070  ______________________________________________________________________
 FF2070  GEOID HEIGHT    -        -27.396 (meters)                     GEOID18
 FF2070  LAPLACE CORR    -         -0.73  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF2070.GEOID18 height accuracy estimate available here.
 FF2070
 FF2070.Click photographs - Photos may exist for this station.
 FF2070
 FF2070.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF2070
 FF2070. The following values were computed from the NAD 83(1997) position.
 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     -   0.99998326  x   0.99994206  =   0.99992532
 FF2070!UTM  15      -   0.99998326  x   1.00013427  =   1.00011753
 FF2070
 FF2070_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV0820917941(NAD 83)
 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(1995)-  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
 FF2070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2070.See file dsdata.pdf to determine how the superseded data were derived.
 FF2070
 FF2070_MARKER: DH = HORIZONTAL CONTROL DISK
 FF2070_SETTING: 7 = SET IN TOP OF 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 = MARCH 20, 2026 22:17:28 EDT
 DL1278 ***********************************************************************
 DL1278  DESIGNATION -  BANKS MUN TANK
 DL1278  PID         -  DL1278
 DL1278  STATE/COUNTY-  AR/BRADLEY
 DL1278  COUNTRY     -  US
 DL1278  USGS QUAD   -  BANKS (2017)
 DL1278
 DL1278                         *CURRENT SURVEY CONTROL
 DL1278  ______________________________________________________________________
 DL1278* NAD 83(1997) POSITION- 33 34 53.81703(N) 092 16 06.68404(W)   ADJUSTED
 DL1278  ______________________________________________________________________
 DL1278  GEOID HEIGHT    -        -25.989 (meters)                     GEOID18
 DL1278  LAPLACE CORR    -          1.22  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1278.GEOID18 height accuracy estimate available here.
 DL1278
 DL1278.Click photographs - Photos may exist for this station.
 DL1278
 DL1278.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1278
 DL1278. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT6788016007(NAD 83)
 DL1278
 DL1278                          SUPERSEDED SURVEY CONTROL
 DL1278
 DL1278  NAD 83(1993)-  33 34 53.82767(N)    092 16 06.67767(W) AD(       ) 3
 DL1278  NAD 83(1986)-  33 34 53.82806(N)    092 16 06.67736(W) AD(       ) 3
 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
 DL1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1278.See file dsdata.pdf to determine how the superseded data were derived.
 DL1278
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1720 ***********************************************************************
 EJ1720  DESIGNATION -  BANNER
 EJ1720  PID         -  EJ1720
 EJ1720  STATE/COUNTY-  AR/SALINE
 EJ1720  COUNTRY     -  US
 EJ1720  USGS QUAD   -  SPRING LAKE (2017)
 EJ1720
 EJ1720                         *CURRENT SURVEY CONTROL
 EJ1720  ______________________________________________________________________
 EJ1720* NAD 83(1997) POSITION- 34 33 03.21711(N) 092 20 28.39440(W)   ADJUSTED
 EJ1720* NAVD 88 ORTHO HEIGHT -   108.    (meters)      354.    (feet) SCALED
 EJ1720  ______________________________________________________________________
 EJ1720  GEOID HEIGHT    -        -26.333 (meters)                     GEOID18
 EJ1720  LAPLACE CORR    -          0.05  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1720.GEOID18 height accuracy estimate available here.
 EJ1720
 EJ1720.Click photographs - Photos may exist for this station.
 EJ1720
 EJ1720.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1720
 EJ1720. The following values were computed from the NAD 83(1997) position.
 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     -   0.99998719  x   0.99995899  =   0.99994618
 EJ1720!UTM  15      -   0.99998719  x   0.99964503  =   0.99963222
 EJ1720
 EJ1720:                Primary Azimuth Mark                     Grid Az
 EJ1720:SPC AR S     -  BANNER AZ MK                             244 03 20.9
 EJ1720:UTM  15      -  BANNER AZ MK                             243 29 28.3
 EJ1720
 EJ1720_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6044123437(NAD 83)
 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
 EJ1720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1720.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1720
 EJ1720_MARKER: DS = TRIANGULATION STATION DISK
 EJ1720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1720_STAMPING: BANNER 1964
 EJ1720_MARK LOGO: CGS
 EJ1720_PROJECTION: FLUSH
 EJ1720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1720+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EH0983 ***********************************************************************
 EH0983  DESIGNATION -  BANQUETTE
 EH0983  PID         -  EH0983
 EH0983  STATE/COUNTY-  AR/LEE
 EH0983  COUNTRY     -  US
 EH0983  USGS QUAD   -  STUBBS ISLAND (2018)
 EH0983
 EH0983                         *CURRENT SURVEY CONTROL
 EH0983  ______________________________________________________________________
 EH0983* NAD 83(1997) POSITION- 34 41 23.40702(N) 090 35 48.93200(W)   ADJUSTED
 EH0983* NAVD 88 ORTHO HEIGHT -    58.9   (meters)      193.    (feet) VERTCON3
 EH0983  ______________________________________________________________________
 EH0983  GEOID HEIGHT    -        -26.968 (meters)                     GEOID18
 EH0983  LAPLACE CORR    -         -0.69  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0983.GEOID18 height accuracy estimate available here.
 EH0983
 EH0983.Click photographs - Photos may exist for this station.
 EH0983
 EH0983.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH0983
 EH0983. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 EH0983:SPC AR S     -  BANQUETTE AZ MK 2                        199 12 57.3
 EH0983:SPC MS W     -  BANQUETTE AZ MK 2                        200 09 04.4
 EH0983:UTM  15      -  BANQUETTE AZ MK 2                        198 37 58.7
 EH0983
 EH0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU2013141276(NAD 83)
 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(1995)-  34 41 23.40736(N)    090 35 48.93266(W) AD(       ) 2
 EH0983  NAD 83(1993)-  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
 EH0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0983.See file dsdata.pdf to determine how the superseded data were derived.
 EH0983
 EH0983_MARKER: DR = REFERENCE MARK DISK
 EH0983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0983_STAMPING: BANQUETTE 1953
 EH0983_MARK LOGO: CGS
 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 SOUTHEAST
 EH0983'OF MARIANNA, AND 16 MILES SOUTH OF BRICKEYS ON THE BANQUETTE OF A
 EH0983'LEVEE.  THE MARK IS 75 FEET EAST OF THE CENTER LINE OF THE LEVEE AND
 EH0983'125 FEET SOUTH OF THE NORTH END OF BANQUETTE.  MARK IS STAMPED
 EH0983'BANQUETTE 1953 AND PROJECTS 4 INCHES.
 EH0983'
 EH0983'R.M.NO 1 IS 60 FEET SOUTH OF THE NORTH END OF BANQUETTE AND 12 FEET
 EH0983'WEST OF EAST SIDE OF BANQUETTE.  MARK IS STAMPED BANQUETTE R M NO 1
 EH0983'1953 AND PROJECTS 6 INCHES.
 EH0983'
 EH0983'R.M.NO.2 IS 10 FEET WEST OF EAST SIDE OF BANQUETTE AND IS STAMPED
 EH0983'BANQUETTE R M NO 2 1953 AND PROJECTS 6 INCHES.
 EH0983'
 EH0983'AZIMUTH MARK IS 18 FEET EAST OF CENTER LINE OF LEVEE, 3 FEET NORTH OF
 EH0983'A WITNESS POST AND IS STAMPED BANQUETTE 1953 AND PROJECTS 4 INCHES.
 EH0983'
 EH0983'TO REACH FROM THE POST OFFICE IN BRICKEYS, GO SOUTHWEST ON HIGHWAY NO.
 EH0983'79 FOR 0.7 MILES TO THE JUNCTION OF STATE ROAD NO. 131, TURN LEFT ON
 EH0983'HIGHWAY NO.131 AND GO SOUTH FOR 6.0 MILE TO A CROSS ROAD AND FESPERMAN
 EH0983'- CHIPMAN STORE ON THE LEFT, TURN RIGHT AND GO SOUTH FOR 5.0 MILES TO
 EH0983'A STAGGERING 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 RIGHT
 EH0983'ON MAIN LEVEE ROAD TO THE STATION ON THE LEFT AS DESCRIBED.
 EH0983'
 EH0983'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE SOUTH ON THE LEVEE
 EH0983'ROAD FOR 0.35 MILE TO THE AZIMUTH MARK ON THE 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 GOOD
 EH0983'CONDITION.  REFERENCE MARK 1 WAS RECOVERED WITH THE DISK REMOVED.  THE
 EH0983'AZIMUTH MARK WAS FOUND DESTROYED.  REFERENCE MARK 3 WAS ESTABLISHED
 EH0983'USING THE CONCRETE POST FROM REFERENCE MARK 1.  THE MEASUREMENT TO
 EH0983'REFERENCE MARK 2 CHECKED ADEQUATE.  REFERENCE MARK 4 WAS ESTABLISHED
 EH0983'AND OCCUPIED AT THIS TIME TO USE THE LEVEE AS A HEIGHT ADVANTAGE.  A
 EH0983'NEW AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.  A COMPLETE DESCRIPTION
 EH0983'FOLLOWS.
 EH0983'
 EH0983'THE STATION IS LOCATED ABOUT 25.7 KILOMETERS (16 MI) NORTH OF HELENA,
 EH0983'17.7 KILOMETERS (11 MI) SOUTHEAST OF MARIANNA, AND 25.7 KILOMETERS
 EH0983'(16 MI) SOUTH OF BRICKEYS IN AN OPEN AREA ON THE EAST SIDE OF THE MAIN
 EH0983'LEVEE ALONG THE WEST SIDE OF THE MISSISSIPPI RIVER.  PERMISSION TO USE
 EH0983'THE STATION WAS OBTAINED FROM MR. BURRELL B. FAIR, CHIEF ENGINEER FOR
 EH0983'THE ST. FRANCIS LEVEE DISTRICT OF ARKANSAS, P.O. BOX 308, WEST
 EH0983'MEMPHIS, AR 72301.  TELEPHONE NUMBER 501-735-1062.
 EH0983'
 EH0983'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 79 AND STATE
 EH0983'HIGHWAY 1, AT THE NORTH SIDE OF MARIANNA, GO NORTHEAST OF U.  S. 79
 EH0983'FOR 3.4 MILES (5.5 KM) TO STATE HIGHWAY 121 ON THE RIGHT AND A SIGN
 EH0983'(CORPS OF ENGINEERS PUMPING STATION) ON THE RIGHT TURN RIGHT AND GO
 EH0983'EASTERLY ON STATE HIGHWAY 121 FOR 9.45 MILES (15.2 KM) TO THE END OF
 EH0983'THE HIGHWAY AND A DIRT ROAD RIGHT, JUST BEFORE REACHING A SMALL PARK.
 EH0983'TURN RIGHT AND GO WESTERLY AND SOUTHERLY ON THE DIRT ROAD FOR 2.05
 EH0983'MILES (3.3 KM) TO A STOP SIGN AT THE TOP OF THE LEVEE.  TURN LEFT AND
 EH0983'GO EASTERLY ON THE LEVEE ROAD, PASSING THE CORPS OF ENGINEERS PUMPING
 EH0983'STATION, FOR 3.25 MILES (5.2 KM) TO A FORK OF LEVEES.  TAKE THE RIGHT
 EH0983'FORK AND GO SOUTHEASTERLY ON THE LEVEE ROAD FOR 1.5 MILES (2.4 KM) TO
 EH0983'A 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 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 27.1  METERS
 EH0983'WEST-NORTHWEST FROM THE SOUTHEAST EDGE OF A CLEARING.  25.9 METERS
 EH0983'EAST-SOUTHEAST FROM THE CENTER OF THE LEVEE ROAD AND 0.34 METER
 EH0983'EAST-SOUTHEAST FROM A METAL WITNESS POST.
 EH0983'
 EH0983'REFERENCE MARK NUMBER 2 IS A STANDARD CGS DISK STAMPED
 EH0983'---BANQUETTE NO 2 1953--- --, SET INTO THE TOP OF A SQUARE CONCRETE
 EH0983'MONUMENT 20 CM ON A SIDE PROJECTING 15 CM ABOVE THE GROUND.  IT IS
 EH0983'LOCATED 3.0 METERS WEST FROM THE EAST SIDE OF THE OPEN AREA.  MARK IS
 EH0983'LEVEL WITH STATION.
 EH0983'
 EH0983'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK STAMPED
 EH0983'---BANQUETTE 1953 NO 3 1979---, SET INTO THE TOP OF AN IRREGULAR MASS
 EH0983'OF CONCRETE 15 CM IN DIAMETER PROJECTING 15 CM ABOVE THE GROUND.  IT
 EH0983'IS LOCATED 3.7 METERS WEST FROM THE EAST EDGE OF THE OPEN AREA.  MARK
 EH0983'IS LEVEL WITH STATION.
 EH0983'
 EH0983'REFERENCE MARK NUMBER 4 IS A STANDARD NGS DISK STAMPED
 EH0983'---BANQUETTE 1953 NO 4 1979---, SET INTO THE TOP OF A ROUND CONCRETE
 EH0983'MONUMENT 30 CM IN DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 6.3
 EH0983'METERS EAST FROM THE CENTER OF THE LEVEE ROAD AND 1.7 METERS SOUTH
 EH0983'FROM A METAL WITNESS POST.  MARK IS ABOVE STATION 6 METERS.
 EH0983'
 EH0983'AZIMUTH MARK NUMBER 2 IS A STANDARD NGS DISK STAMPED
 EH0983'---BANQUETTE 1953 NO 2 1979---, SET INTO THE TOP OF A ROUND CONCRETE
 EH0983'MONUMENT 30 CM IN DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 7.0
 EH0983'METERS EAST FROM THE CENTER OF THE LEVEE ROAD AND 0.58 METER NORTH
 EH0983'FROM A METAL WITNESS POST.  TO REACH AZIMUTH MARK FROM THE STATION
 EH0983'PROCEED SOUTHERLY ON THE LEVEE ROAD FOR 0.3 MILE (0.5 KM) TO THE MARK
 EH0983'ON THE LEFT.
 EH0983'
 EH0983'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.2 METERS.  A LEVEL TIE WAS
 EH0983'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 = MARCH 20, 2026 22:17:28 EDT
 DK1991 ***********************************************************************
 DK1991  DESIGNATION -  BANQUETTE
 DK1991  PID         -  DK1991
 DK1991  STATE/COUNTY-  AR/DESHA
 DK1991  COUNTRY     -  US
 DK1991  USGS QUAD   -  YANCOPIN (2017)
 DK1991
 DK1991                         *CURRENT SURVEY CONTROL
 DK1991  ______________________________________________________________________
 DK1991* NAD 83(1997) POSITION- 33 54 52.78333(N) 091 09 42.82695(W)   ADJUSTED
 DK1991* NAVD 88 ORTHO HEIGHT -    43.    (meters)      141.    (feet) SCALED
 DK1991  ______________________________________________________________________
 DK1991  GEOID HEIGHT    -        -26.429 (meters)                     GEOID18
 DK1991  LAPLACE CORR    -         -1.34  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1991.GEOID18 height accuracy estimate available here.
 DK1991
 DK1991.Click photographs - Photos may exist for this station.
 DK1991
 DK1991.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK1991
 DK1991. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 DK1991:SPC AR S     -  BANQUETTE AZ MK                          303 21 13.3
 DK1991:UTM  15      -  BANQUETTE AZ MK                          302 47 49.0
 DK1991
 DK1991_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT6992554215(NAD 83)
 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(1993)-  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
 DK1991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1991.See file dsdata.pdf to determine how the superseded data were derived.
 DK1991
 DK1991_MARKER: DS = TRIANGULATION STATION DISK
 DK1991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1991_STAMPING: BANQUETTE 1940
 DK1991_MARK LOGO: CGS
 DK1991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1991+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DK1990 ***********************************************************************
 DK1990  DESIGNATION -  BANQUETTE 2
 DK1990  PID         -  DK1990
 DK1990  STATE/COUNTY-  AR/DESHA
 DK1990  COUNTRY     -  US
 DK1990  USGS QUAD   -  YANCOPIN (2017)
 DK1990
 DK1990                         *CURRENT SURVEY CONTROL
 DK1990  ______________________________________________________________________
 DK1990* NAD 83(1997) POSITION- 33 54 54.77026(N) 091 09 43.10546(W)   ADJUSTED
 DK1990* NAVD 88 ORTHO HEIGHT -    53.46  (+/-2cm)      175.4   (feet) VERTCON3
 DK1990  ______________________________________________________________________
 DK1990  GEOID HEIGHT    -        -26.429 (meters)                     GEOID18
 DK1990  LAPLACE CORR    -         -1.34  (seconds)                    DEFLEC18
 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
 DK1990.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1990.GEOID18 height accuracy estimate available here.
 DK1990
 DK1990.The vertical order pertains to the NGVD 29 superseded value.
 DK1990
 DK1990.Click photographs - Photos may exist for this station.
 DK1990
 DK1990.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK1990
 DK1990. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999576  x   0.99992062  =   0.99991638
 DK1990!UTM  15      -   0.99999576  x   0.99995593  =   0.99995169
 DK1990
 DK1990:                Primary Azimuth Mark                     Grid Az
 DK1990:SPC AR S     -  BANQUETTE 2 AZ MK                        301 48 06.4
 DK1990:UTM  15      -  BANQUETTE 2 AZ MK                        301 14 42.0
 DK1990
 DK1990_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT6991754276(NAD 83)
 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                                  3021614.9 |
 DK1990| CY5226 BANQUETTE 2 RM 4                     26.908 METERS 30715     |
 DK1990|---------------------------------------------------------------------|
 DK1990
 DK1990                          SUPERSEDED SURVEY CONTROL
 DK1990
 DK1990  NAD 83(1993)-  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              53.55   (m)          175.7    (f) LEVELING    3  
 DK1990
 DK1990.Superseded values are not recommended for survey control.
 DK1990
 DK1990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1990.See file dsdata.pdf to determine how the superseded data were derived.
 DK1990
 DK1990_MARKER: DS = TRIANGULATION STATION DISK
 DK1990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1990_STAMPING: BANQUETTE 2 1964
 DK1990_MARK LOGO: CGS
 DK1990_PROJECTION: FLUSH
 DK1990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1990+STABILITY: SURFACE MOTION
 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 DEPARTMENT OF TRANSPORTATION 2004 (VJB)
 DK1990'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH2834 ***********************************************************************
 EH2834  DESIGNATION -  BANQUETTE AZ MK 2
 EH2834  PID         -  EH2834
 EH2834  STATE/COUNTY-  AR/LEE
 EH2834  COUNTRY     -  US
 EH2834  USGS QUAD   -  STUBBS ISLAND (2018)
 EH2834
 EH2834                         *CURRENT SURVEY CONTROL
 EH2834  ______________________________________________________________________
 EH2834* NAD 83(1997) POSITION- 34 41 09.62280(N) 090 35 55.00606(W)   ADJUSTED
 EH2834* NAVD 88 ORTHO HEIGHT -    63.9   (meters)      210.    (feet) VERTCON3
 EH2834  ______________________________________________________________________
 EH2834  GEOID HEIGHT    -        -26.970 (meters)                     GEOID18
 EH2834  LAPLACE CORR    -         -0.67  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2834.GEOID18 height accuracy estimate available here.
 EH2834
 EH2834.Click photographs - Photos may exist for this station.
 EH2834
 EH2834.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2834
 EH2834. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU1998740847(NAD 83)
 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(1995)-  34 41 09.62308(N)    090 35 55.00672(W) AD(       ) 2
 EH2834  NAD 83(1993)-  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
 EH2834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2834.See file dsdata.pdf to determine how the superseded data were derived.
 EH2834
 EH2834_MARKER: DZ = AZIMUTH MARK DISK
 EH2834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2834_STAMPING: BANQUETTE 1953 NO 2 1979
 EH2834_MARK LOGO: NGS
 EH2834_PROJECTION: FLUSH
 EH2834_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EH2834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2834+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EH0984 ***********************************************************************
 EH0984  DESIGNATION -  BANQUETTE RM 1
 EH0984  PID         -  EH0984
 EH0984  STATE/COUNTY-  AR/LEE
 EH0984  COUNTRY     -  US
 EH0984  USGS QUAD   -  STUBBS ISLAND (2018)
 EH0984
 EH0984                         *CURRENT SURVEY CONTROL
 EH0984  ______________________________________________________________________
 EH0984* NAD 83(1986) POSITION- 34 41 23.71   (N) 090 35 47.72   (W)   HD_HELD1
 EH0984* NAVD 88 ORTHO HEIGHT -    58.462 (meters)      191.80  (feet) ADJUSTED
 EH0984  ______________________________________________________________________
 EH0984  GEOID HEIGHT    -        -26.968 (meters)                     GEOID18
 EH0984  DYNAMIC HEIGHT  -         58.406 (meters)      191.62  (feet) COMP
 EH0984  MODELED GRAVITY -    979,689.2   (mgal)                       NAVD 88
 EH0984
 EH0984  VERT ORDER      -  FIRST     CLASS II
 EH0984
 EH0984.The horizontal coordinates were determined by differentially corrected
 EH0984.hand held GPS observations or other comparable positioning techniques
 EH0984.and have an estimated accuracy of +/- 3 meters.
 EH0984
 EH0984.The orthometric height was determined by differential leveling and
 EH0984.adjusted by the NATIONAL GEODETIC SURVEY
 EH0984.in June 1991.
 EH0984
 EH0984.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0984.GEOID18 height accuracy estimate available here.
 EH0984
 EH0984.Click photographs - Photos may exist for this station.
 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     -   625,291.4     528,590.1     MT  (+/- 3 meters HH1 GPS) 
 EH0984
 EH0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU2016241286(NAD 83)
 EH0984
 EH0984                          SUPERSEDED SURVEY CONTROL
 EH0984
 EH0984  NGVD 29 (11/26/84)   58.492  (m)          191.90   (f) ADJUSTED    1 2
 EH0984
 EH0984.Superseded values are not recommended for survey control.
 EH0984
 EH0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0984.See file dsdata.pdf to determine how the superseded data were derived.
 EH0984
 EH0984_MARKER: DR = REFERENCE MARK DISK
 EH0984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0984_STAMPING: BANQUETTE NO 1 1953
 EH0984_MARK LOGO: CGS
 EH0984_PROJECTION: PROJECTING 5 CENTIMETERS
 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 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 = MARCH 20, 2026 22:17:28 EDT
 EH0985 ***********************************************************************
 EH0985  DESIGNATION -  BANQUETTE RM 2
 EH0985  PID         -  EH0985
 EH0985  STATE/COUNTY-  AR/LEE
 EH0985  COUNTRY     -  US
 EH0985  USGS QUAD   -  STUBBS ISLAND (2018)
 EH0985
 EH0985                         *CURRENT SURVEY CONTROL
 EH0985  ______________________________________________________________________
 EH0985* NAD 83(1986) POSITION- 34 41 22.36   (N) 090 35 48.23   (W)   HD_HELD1
 EH0985* NAVD 88 ORTHO HEIGHT -    58.007 (meters)      190.31  (feet) ADJUSTED
 EH0985  ______________________________________________________________________
 EH0985  GEOID HEIGHT    -        -26.969 (meters)                     GEOID18
 EH0985  DYNAMIC HEIGHT  -         57.952 (meters)      190.13  (feet) COMP
 EH0985  MODELED GRAVITY -    979,689.1   (mgal)                       NAVD 88
 EH0985
 EH0985  VERT ORDER      -  FIRST     CLASS II
 EH0985
 EH0985.The horizontal coordinates were determined by differentially corrected
 EH0985.hand held GPS observations or other comparable positioning techniques
 EH0985.and have an estimated accuracy of +/- 3 meters.
 EH0985
 EH0985.The orthometric height was determined by differential leveling and
 EH0985.adjusted by the NATIONAL GEODETIC SURVEY
 EH0985.in June 1991.
 EH0985
 EH0985.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0985.GEOID18 height accuracy estimate available here.
 EH0985
 EH0985.Click photographs - Photos may exist for this station.
 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     -   625,249.6     528,577.7     MT  (+/- 3 meters HH1 GPS) 
 EH0985
 EH0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU2015041244(NAD 83)
 EH0985
 EH0985                          SUPERSEDED SURVEY CONTROL
 EH0985
 EH0985  NGVD 29 (11/26/84)   58.037  (m)          190.41   (f) ADJUSTED    1 2
 EH0985
 EH0985.Superseded values are not recommended for survey control.
 EH0985
 EH0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0985.See file dsdata.pdf to determine how the superseded data were derived.
 EH0985
 EH0985_MARKER: DR = REFERENCE MARK DISK
 EH0985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0985_STAMPING: BANQUETTE NO 2 1953
 EH0985_MARK LOGO: CGS
 EH0985_PROJECTION: PROJECTING 5 CENTIMETERS
 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 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 FT SOUTHEAST OF A WITNESS
 EH0985'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH2833 ***********************************************************************
 EH2833  DESIGNATION -  BANQUETTE RM 4
 EH2833  PID         -  EH2833
 EH2833  STATE/COUNTY-  AR/LEE
 EH2833  COUNTRY     -  US
 EH2833  USGS QUAD   -  STUBBS ISLAND (2018)
 EH2833
 EH2833                         *CURRENT SURVEY CONTROL
 EH2833  ______________________________________________________________________
 EH2833* NAD 83(1997) POSITION- 34 41 35.98803(N) 090 35 45.12553(W)   ADJUSTED
 EH2833* NAVD 88 ORTHO HEIGHT -    64.5   (meters)      212.    (feet) VERTCON3
 EH2833  ______________________________________________________________________
 EH2833  GEOID HEIGHT    -        -26.967 (meters)                     GEOID18
 EH2833  LAPLACE CORR    -         -0.71  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2833.GEOID18 height accuracy estimate available here.
 EH2833
 EH2833.Click photographs - Photos may exist for this station.
 EH2833
 EH2833.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2833
 EH2833. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 EH2833:SPC AR S     -  BANQUETTE AZ MK 2                        196 24 52.5
 EH2833:SPC MS W     -  BANQUETTE AZ MK 2                        197 20 59.7
 EH2833:UTM  15      -  BANQUETTE AZ MK 2                        195 49 53.5
 EH2833
 EH2833_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU2021941666(NAD 83)
 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                           250.031 METERS 31323     |
 EH2833| CY5223 BANQUETTE RM 6                       21.922 METERS 32412     |
 EH2833|---------------------------------------------------------------------|
 EH2833
 EH2833                          SUPERSEDED SURVEY CONTROL
 EH2833
 EH2833  NAD 83(1995)-  34 41 35.98824(N)    090 35 45.12628(W) AD(       ) 1
 EH2833  NAD 83(1993)-  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
 EH2833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2833.See file dsdata.pdf to determine how the superseded data were derived.
 EH2833
 EH2833_MARKER: DR = REFERENCE MARK DISK
 EH2833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2833_STAMPING: BANQUETTE 1953 NO 4 1979
 EH2833_MARK LOGO: NGS
 EH2833_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EH2833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2833+STABILITY: SURFACE MOTION
 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 THE WEST SIDE
 EH2833'OF THE MISSISSIPPI RIVER.  PERMISSION FOR THE STATION WAS OBTAINED
 EH2833'FROM MR. BURRELL  B. FAIR, CHIEF ENGINEER FOR THE ST. FRANCIS LEVEE
 EH2833'DISTRICT OF ARKANSAS, P.O. BOX 308, WEST MEMPHIS, AR 72301.  TELEPHONE
 EH2833'NUMBER 501-735-1062.
 EH2833'
 EH2833'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 79 AND STATE
 EH2833'HIGHWAY 1, AT THE NORTH SIDE OF MARIANNA, GO NORTHEAST ON U.S HIGHWAY
 EH2833'79 FOR 3.4 MILES (5.5 KM) TO STATE HIGHWAY 121 ON THE RIGHT AND A SIGN
 EH2833'(CORPS OF ENGINEERS PUMPING STATION) ON THE LEFT.  TURN RIGHT AND GO
 EH2833'EASTERLY ON STATE HIGHWAY 121 FOR 9.45 MILES (15.2 KM) TO THE END OF
 EH2833'THE HIGHWAY AND A DIRT ROAD RIGHT, JUST BEFORE REACHING A SMALL PARK.
 EH2833'TURN RIGHT AND GO WESTERLY AND SOUTHERLY ON THE DIRT ROAD FOR 2.05
 EH2833'MILES (3.3 KM) TO A STOP SIGN AT THE TOP OF THE LEVEE.  TURN LEFT AND
 EH2833'GO EASTERLY ON THE LEVEE ROAD, PASSING THE CORPS OF ENGINEERS PUMPING
 EH2833'STATION, FOR 3.25 MILES (5.2 KM) TO A FORK OF LEVEES.  TAKE THE RIGHT
 EH2833'FORK AND GO SOUTHEASTERLY ON THE LEVEE ROAD FOR 1.5 MILES (2.4 KM) TO
 EH2833'A CATTLE GUARD.  CONTINUE AHEAD ON THE LEVEE ROAD FOR 0.25 MILE
 EH2833'(0.4 KM) TO BM G 222 ON THE RIGHT, AT MILEPOST 212/213.  CONTINUE
 EH2833'AHEAD FOR 0.15 MILE (0.24 KM) TO THE STATION ON THE LEFT ON THE
 EH2833'OUTSIDE OF A CURVE.
 EH2833'
 EH2833'THE STATION IS A STANDARD NGS REFERENCE MARK DISK STAMPED
 EH2833'---BANQUETTE 1953 NO 4 1979---, SET INTO THE TOP OF A ROUND CONCRETE
 EH2833'MONUMENT 30 CM IN DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 6.3
 EH2833'METERS EAST FROM THE CENTER OF THE LEVEE ROAD AND 1.7 METERS SOUTH
 EH2833'FROM A METAL WITNESS POST.  THE UNDERGROUND MARK IS A STANDARD NGS
 EH2833'DISK STAMPED ---BANQUETTE 1953 NO 4 1979---, SET INTO AN IRREGULAR
 EH2833'MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 EH2833'
 EH2833'REFERENCE MARK NUMBER 5 IS A STANDARD NGS DISK STAMPED
 EH2833'---BANQUETTE 1953 NO 5 1979---, SET INTO THE TOP OF A ROUND CONCRETE
 EH2833'MONUMENT 30 CM IN DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 5.4
 EH2833'METERS WEST FROM THE CENTER OF THE LEVEE ROAD, 0.73 METERS
 EH2833'SOUTH-SOUTHEAST FROM A METAL WITNESS POST, AND MARK IS BELOW STATION
 EH2833'0.3 METERS.
 EH2833'
 EH2833'REFERENCE MARK NUMBER 6 IS A STANDARD NGS DISK STAMPED
 EH2833'---BANQUETTE 1953 NO 6 1979--- --, SET INTO THE TOP OF A ROUND
 EH2833'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH GROUND.  IT IS LOCATED
 EH2833'4.0 METERS NORTHEAST FROM THE CENTER OF THE LEVEE ROAD AND 0.58 METER
 EH2833'SOUTHWEST FROM A METAL WITNESS POST.  MARK IS LEVEL WITH STATION.
 EH2833'
 EH2833'AZIMUTH MARK NUMBER 2 IS A STANDARD NGS DISK STAMPED
 EH2833'---BANQUETTE 1953 NO 2 1979--- --, SET INTO THE TOP OF A ROUND
 EH2833'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH GROUND.  IT IS LOCATED
 EH2833'7.0 METERS EAST FROM THE CENTER OF THE LEVEE ROAD AND 0.58 METERS
 EH2833'NORTH FROM A METAL WITNESS POST.  TO REACH AZIMUTH MARK FROM THE
 EH2833'STATION PROCEED SOUTHWESTERLY ON THE LEVEE ROAD FOR 0.55 MILE
 EH2833'(0.89 KM) TO THE MARK ON THE LEFT.  THIS STATION WAS OCCUPIED TO
 EH2833'UTILIZE THE LEVEE HEIGHT.
 EH2833'
 EH2833'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 34.5 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ2327 ***********************************************************************
 DQ2327  DESIGNATION -  BARBARA HOLMES
 DQ2327  PID         -  DQ2327
 DQ2327  STATE/COUNTY-  AR/PULASKI
 DQ2327  COUNTRY     -  US
 DQ2327  USGS QUAD   -  NORTH LITTLE ROCK (2017)
 DQ2327
 DQ2327                         *CURRENT SURVEY CONTROL
 DQ2327  ______________________________________________________________________
 DQ2327* NAD 83(1986) POSITION- 34 47 55.70   (N) 092 21 21.29   (W)   HD_HELD1
 DQ2327* NAVD 88 ORTHO HEIGHT -    76.701 (meters)      251.64  (feet) ADJUSTED
 DQ2327  ______________________________________________________________________
 DQ2327  GEOID HEIGHT    -        -26.857 (meters)                     GEOID18
 DQ2327  DYNAMIC HEIGHT  -         76.629 (meters)      251.41  (feet) COMP
 DQ2327  MODELED GRAVITY -    979,706.1   (mgal)                       NAVD 88
 DQ2327
 DQ2327  VERT ORDER      -  FIRST     CLASS II
 DQ2327
 DQ2327.The horizontal coordinates were determined by differentially corrected
 DQ2327.hand held GPS observations or other comparable positioning techniques
 DQ2327.and have an estimated accuracy of +/- 3 meters.
 DQ2327
 DQ2327.The orthometric height was determined by differential leveling and
 DQ2327.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2327.in June 2016.
 DQ2327
 DQ2327.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2327.GEOID18 height accuracy estimate available here.
 DQ2327
 DQ2327.Click photographs - Photos may exist for this station.
 DQ2327
 DQ2327.The dynamic height is computed by dividing the NAVD 88
 DQ2327.geopotential number by the normal gravity value computed on the
 DQ2327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2327.degrees latitude (g = 980.6199 gals.).
 DQ2327
 DQ2327.The modeled gravity was interpolated from observed gravity values.
 DQ2327
 DQ2327;                    North         East    Units  Estimated Accuracy
 DQ2327;SPC AR S     -   636,545.9     367,429.8     MT  (+/- 3 meters HH1 GPS) 
 DQ2327
 DQ2327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5891750920(NAD 83)
 DQ2327
 DQ2327                          SUPERSEDED SURVEY CONTROL
 DQ2327
 DQ2327.No superseded survey control is available for this station.
 DQ2327
 DQ2327_MARKER: DD = SURVEY DISK
 DQ2327_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DQ2327_SP_SET: DAM RETAINING WALL
 DQ2327_STAMPING: BARBARA HOLMES 2016
 DQ2327_MARK LOGO: USACE
 DQ2327_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ2327_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2327_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2327+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2017
 DQ2327
 DQ2327  HISTORY     - Date     Condition        Report By
 DQ2327  HISTORY     - 20160505 MONUMENTED       USACE
 DQ2327  HISTORY     - 20170202 GOOD             USACEL
 DQ2327
 DQ2327                          STATION DESCRIPTION
 DQ2327
 DQ2327'DESCRIBED BY US ARMY CORPS OF ENGINEERS 2016 (SCC)
 DQ2327'THE STATION IS LOCATED ABOUT 8.2 MI (13.2 KM) EAST-SOUTHEAST OF
 DQ2327'PINNACLE, 5.4 MI (8.7 KM) WEST-NORTHWEST OF NORTH LITTLE ROCK AND 5.2
 DQ2327'MI (8.4 KM) NORTHWEST OF LITTLE ROCK.
 DQ2327'
 DQ2327'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 51 (CRYSTAL HILLS
 DQ2327'ROAD)AND NORTHSHORE DRIVE PROCEED SOUTH 0.12 KM (0.07 MI) TO THE
 DQ2327'INTERSECTION WITH COOKS LANDING ROAD.  TURN RIGHT AND PROCEED
 DQ2327'SOUTHERLY ON ROAD FOR 1.2 KM (0.7 MI) TO THE STATION ON THE RIGHT.
 DQ2327'
 DQ2327'IT IS 16.8 M (55.1 FT) WEST OF THE CENTERLINE OF ROAD, 3.9 M (12.8 FT)
 DQ2327'EAST OF A METAL WITNESS POST AND SIGN L0CATED THE WEST TOP EDGE OF
 DQ2327'LEVY AND ABOUT 1.2 M (3.9 FT) HIGHER THAN THE ROAD.
 DQ2327'
 DQ2327'MONUMENT IS LOCATED IN THE APPROXIMATELY CENTER OF A 4 FT (1.2 M) WIDE
 DQ2327'BURIED DAM RETAINING WALL.
 DQ2327
 DQ2327                          STATION RECOVERY (2017)
 DQ2327
 DQ2327'RECOVERY NOTE BY USACE LITTLE ROCK 2017 (SCC)
 DQ2327'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FE2689 ***********************************************************************
 FE2689  DESIGNATION -  BARFIELD
 FE2689  PID         -  FE2689
 FE2689  STATE/COUNTY-  AR/MISSISSIPPI
 FE2689  COUNTRY     -  US
 FE2689  USGS QUAD   -  ARMOREL (2017)
 FE2689
 FE2689                         *CURRENT SURVEY CONTROL
 FE2689  ______________________________________________________________________
 FE2689* NAD 83(1997) POSITION- 35 54 07.52501(N) 089 45 33.60982(W)   ADJUSTED
 FE2689* NAVD 88 ORTHO HEIGHT -    77.    (meters)      253.    (feet) SCALED
 FE2689  ______________________________________________________________________
 FE2689  GEOID HEIGHT    -        -28.018 (meters)                     GEOID18
 FE2689  LAPLACE CORR    -          0.26  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE2689.GEOID18 height accuracy estimate available here.
 FE2689
 FE2689.Click photographs - Photos may exist for this station.
 FE2689
 FE2689.The Laplace correction was computed from DEFLEC18 derived deflections.
 FE2689
 FE2689. The following values were computed from the NAD 83(1997) position.
 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  =   1.00035654
 FE2689
 FE2689_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5097076606(NAD 83)
 FE2689
 FE2689                          SUPERSEDED SURVEY CONTROL
 FE2689
 FE2689  NAD 83(1995)-  35 54 07.52683(N)    089 45 33.61085(W) AD(       ) 2
 FE2689  NAD 83(1990)-  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
 FE2689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2689.See file dsdata.pdf to determine how the superseded data were derived.
 FE2689
 FE2689_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 FE2689_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE2689_MARK LOGO: MRC
 FE2689_MAGNETIC: P = MARKER IS A STEEL PIPE
 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 = MARCH 20, 2026 22:17:28 EDT
 DQ3634 ***********************************************************************
 DQ3634  DESIGNATION -  BARGER
 DQ3634  PID         -  DQ3634
 DQ3634  STATE/COUNTY-  AR/VAN BUREN
 DQ3634  COUNTRY     -  US
 DQ3634  USGS QUAD   -  BOTKINBURG (2017)
 DQ3634
 DQ3634                         *CURRENT SURVEY CONTROL
 DQ3634  ______________________________________________________________________
 DQ3634* NAD 83(1986) POSITION- 35 44 14.28   (N) 092 34 51.82   (W)   HD_HELD1
 DQ3634* NAVD 88 ORTHO HEIGHT -   444.056 (meters)     1456.87  (feet) ADJUSTED
 DQ3634  ______________________________________________________________________
 DQ3634  GEOID HEIGHT    -        -27.911 (meters)                     GEOID18
 DQ3634  DYNAMIC HEIGHT  -        443.638 (meters)     1455.50  (feet) COMP
 DQ3634  MODELED GRAVITY -    979,678.0   (mgal)                       NAVD 88
 DQ3634
 DQ3634  VERT ORDER      -  SECOND    CLASS I
 DQ3634
 DQ3634.The horizontal coordinates were determined by differentially corrected
 DQ3634.hand held GPS observations or other comparable positioning techniques
 DQ3634.and have an estimated accuracy of +/- 3 meters.
 DQ3634
 DQ3634.The orthometric height was determined by differential leveling and
 DQ3634.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3634.in January 2017.
 DQ3634
 DQ3634.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3634.GEOID18 height accuracy estimate available here.
 DQ3634
 DQ3634.Click photographs - Photos may exist for this station.
 DQ3634
 DQ3634.The dynamic height is computed by dividing the NAVD 88
 DQ3634.geopotential number by the normal gravity value computed on the
 DQ3634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3634.degrees latitude (g = 980.6199 gals.).
 DQ3634
 DQ3634.The modeled gravity was interpolated from observed gravity values.
 DQ3634
 DQ3634;                    North         East    Units  Estimated Accuracy
 DQ3634;SPC AR N     -   155,913.9     347,439.7     MT  (+/- 3 meters HH1 GPS) 
 DQ3634
 DQ3634_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV3788254892(NAD 83)
 DQ3634
 DQ3634                          SUPERSEDED SURVEY CONTROL
 DQ3634
 DQ3634.No superseded survey control is available for this station.
 DQ3634
 DQ3634_MARKER: DB = BENCH MARK DISK
 DQ3634_SETTING: 66 = SET IN ROCK OUTCROP
 DQ3634_STAMPING: BARGER 2016
 DQ3634_MARK LOGO: ARHD
 DQ3634_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ3634_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DQ3634+STABILITY: POSITION/ELEVATION WELL
 DQ3634_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3634+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2018
 DQ3634
 DQ3634  HISTORY     - Date     Condition        Report By
 DQ3634  HISTORY     - 20160523 MONUMENTED       ARHD
 DQ3634  HISTORY     - 20171222 GOOD             NGS
 DQ3634  HISTORY     - 20181212 GOOD             NGS
 DQ3634
 DQ3634                          STATION DESCRIPTION
 DQ3634
 DQ3634'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 DQ3634'THE STATION IS LOCATED ABOUT 9.1 MI (14.6 KM) NORTHEAST OF ALREAD, 6.5
 DQ3634'MI (10.5 KM) SOUTH-SOUTHWEST OF LESLIE AND 4.5 MI (7.2 KM) NORTHWEST
 DQ3634'OF BOTKINBURG.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ3634'
 DQ3634'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 254,
 DQ3634'GO WEST ON HIGHWAY 254 FOR 4.1 MI (6.6 KM) TO THE STATION ON THE LEFT.
 DQ3634'IT IS 174 FT (53.0 M) EAST OF ROCKY HILL ROAD CENTERLINE, 79 FT (24.1
 DQ3634'M) SOUTHEAST OF A WITNESS POST, 71 FT (21.6 M) SOUTHWEST OF A POWER
 DQ3634'POLE AND 35 FT (10.7 M) SOUTHEAST OF HIGHWAY 254 CENTERLINE.
 DQ3634
 DQ3634                          STATION RECOVERY (2017)
 DQ3634
 DQ3634'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2017 (JBW)
 DQ3634'RECOVERED IN GOOD CONDITION.
 DQ3634
 DQ3634                          STATION RECOVERY (2018)
 DQ3634
 DQ3634'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2018 (JBW)
 DQ3634'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF2051 ***********************************************************************
 FF2051  DESIGNATION -  BARHAM
 FF2051  PID         -  FF2051
 FF2051  STATE/COUNTY-  AR/CRITTENDEN
 FF2051  COUNTRY     -  US
 FF2051  USGS QUAD   -  JEANETTE (2017)
 FF2051
 FF2051                         *CURRENT SURVEY CONTROL
 FF2051  ______________________________________________________________________
 FF2051* NAD 83(1997) POSITION- 35 10 39.17497(N) 090 26 57.14084(W)   ADJUSTED
 FF2051* NAVD 88 ORTHO HEIGHT -    64.    (meters)      210.    (feet) SCALED
 FF2051  ______________________________________________________________________
 FF2051  GEOID HEIGHT    -        -27.207 (meters)                     GEOID18
 FF2051  LAPLACE CORR    -         -0.54  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF2051.GEOID18 height accuracy estimate available here.
 FF2051
 FF2051.Click photographs - Photos may exist for this station.
 FF2051
 FF2051.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF2051
 FF2051. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 FF2051:SPC AR N     -  BARHAM AZ MK                             081 41 46.8
 FF2051:UTM  15      -  BARHAM AZ MK                             081 07 42.8
 FF2051
 FF2051_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU3228695712(NAD 83)
 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(1995)-  35 10 39.17686(N)    090 26 57.13944(W) AD(       ) 2
 FF2051  NAD 83(1993)-  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
 FF2051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2051.See file dsdata.pdf to determine how the superseded data were derived.
 FF2051
 FF2051_MARKER: DS = TRIANGULATION STATION DISK
 FF2051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2051_STAMPING: BARHAM 1954
 FF2051_MARK LOGO: CGS
 FF2051_PROJECTION: RECESSED 5 CENTIMETERS
 FF2051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF2051+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1770 ***********************************************************************
 FG1770  DESIGNATION -  BARR
 FG1770  PID         -  FG1770
 FG1770  STATE/COUNTY-  AR/SEARCY
 FG1770  COUNTRY     -  US
 FG1770  USGS QUAD   -  HARRIET (2017)
 FG1770
 FG1770                         *CURRENT SURVEY CONTROL
 FG1770  ______________________________________________________________________
 FG1770* NAD 83(1997) POSITION- 35 53 19.80326(N) 092 32 49.42752(W)   ADJUSTED
 FG1770* NAVD 88 ORTHO HEIGHT -   542.    (meters)     1778.    (feet) SCALED
 FG1770  ______________________________________________________________________
 FG1770  GEOID HEIGHT    -        -28.008 (meters)                     GEOID18
 FG1770  LAPLACE CORR    -          1.46  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1770.GEOID18 height accuracy estimate available here.
 FG1770
 FG1770.Click photographs - Photos may exist for this station.
 FG1770
 FG1770.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1770
 FG1770. The following values were computed from the NAD 83(1997) position.
 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     -   0.99991931  x   0.99995002  =   0.99986934
 FG1770!UTM  15      -   0.99991931  x   0.99962059  =   0.99953993
 FG1770
 FG1770:                Primary Azimuth Mark                     Grid Az
 FG1770:SPC AR N     -  BRYAN                                    270 53 03.6
 FG1770:UTM  15      -  BRYAN                                    270 18 01.7
 FG1770
 FG1770_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV4087971713(NAD 83)
 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
 FG1770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1770.See file dsdata.pdf to determine how the superseded data were derived.
 FG1770
 FG1770_MARKER: DS = TRIANGULATION STATION DISK
 FG1770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1770_STAMPING: BARR 1953
 FG1770_MARK LOGO: CGS
 FG1770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1770+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1915 ***********************************************************************
 FF1915  DESIGNATION -  BASSETT MUNICIPAL TANK
 FF1915  PID         -  FF1915
 FF1915  STATE/COUNTY-  AR/MISSISSIPPI
 FF1915  COUNTRY     -  US
 FF1915  USGS QUAD   -  JOINER (2017)
 FF1915
 FF1915                         *CURRENT SURVEY CONTROL
 FF1915  ______________________________________________________________________
 FF1915* NAD 83(1997) POSITION- 35 32 14.94798(N) 090 07 39.50724(W)   ADJUSTED
 FF1915  ______________________________________________________________________
 FF1915  GEOID HEIGHT    -        -27.669 (meters)                     GEOID18
 FF1915  LAPLACE CORR    -          1.21  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1915.GEOID18 height accuracy estimate available here.
 FF1915
 FF1915.Click photographs - Photos may exist for this station.
 FF1915
 FF1915.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1915
 FF1915. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6041736446(NAD 83)
 FF1915
 FF1915                          SUPERSEDED SURVEY CONTROL
 FF1915
 FF1915  NAD 83(1995)-  35 32 14.94828(N)    090 07 39.50698(W) AD(       ) 3
 FF1915  NAD 83(1986)-  35 32 14.95930(N)    090 07 39.50620(W) AD(       ) 3
 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
 FF1915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1915.See file dsdata.pdf to determine how the superseded data were derived.
 FF1915
 FF1915_MARKER: 53 = ELEVATED 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 = MARCH 20, 2026 22:17:28 EDT
 FF2137 ***********************************************************************
 FF2137  CBN         -  This is a Cooperative Base Network Control Station.
 FF2137  DESIGNATION -  BATEPORT
 FF2137  PID         -  FF2137
 FF2137  STATE/COUNTY-  AR/INDEPENDENCE
 FF2137  COUNTRY     -  US
 FF2137  USGS QUAD   -  JAMESTOWN (2017)
 FF2137
 FF2137                         *CURRENT SURVEY CONTROL
 FF2137  ______________________________________________________________________
 FF2137* NAD 83(2011) POSITION- 35 43 32.51308(N) 091 38 52.04608(W)   ADJUSTED
 FF2137* NAD 83(2011) ELLIP HT-   113.872 (meters)        (06/27/12)   ADJUSTED
 FF2137* NAD 83(2011) EPOCH   -  2010.00
 FF2137* NAVD 88 ORTHO HEIGHT -   141.376 (meters)      463.83  (feet) ADJUSTED
 FF2137  ______________________________________________________________________
 FF2137  GEOID HEIGHT    -        -27.515 (meters)                     GEOID18
 FF2137  NAD 83(2011) X  -   -149,065.779 (meters)                     COMP
 FF2137  NAD 83(2011) Y  - -5,181,778.126 (meters)                     COMP
 FF2137  NAD 83(2011) Z  -  3,703,592.544 (meters)                     COMP
 FF2137  LAPLACE CORR    -         -0.12  (seconds)                    DEFLEC18
 FF2137  DYNAMIC HEIGHT  -        141.255 (meters)      463.43  (feet) COMP
 FF2137  MODELED GRAVITY -    979,770.8   (mgal)                       NAVD 88
 FF2137
 FF2137  VERT ORDER      -  SECOND    CLASS I
 FF2137
 FF2137  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FF2137  Standards:
 FF2137         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FF2137            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FF2137  -------------------------------------------------------------------
 FF2137  NETWORK    0.43   0.82           0.19   0.16   0.42      0.00893693
 FF2137  -------------------------------------------------------------------
 FF2137  Click here for local accuracies and other accuracy information.
 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 June 2012.
 FF2137
 FF2137.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FF2137.been affixed to the stable North American tectonic plate. See 
 FF2137.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FF2137
 FF2137.The horizontal coordinates are valid at the epoch date displayed above
 FF2137.which is a decimal equivalence of Year/Month/Day.
 FF2137
 FF2137.The orthometric height was determined by differential leveling and
 FF2137.adjusted by the NATIONAL GEODETIC SURVEY
 FF2137.in October 2015.
 FF2137
 FF2137.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF2137.GEOID18 height accuracy estimate available here.
 FF2137
 FF2137.Click photographs - Photos may exist for this station.
 FF2137
 FF2137.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF2137
 FF2137.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF2137
 FF2137.The ellipsoidal height was determined by GPS observations
 FF2137.and is referenced to NAD 83.
 FF2137
 FF2137.The dynamic height is computed by dividing the NAVD 88
 FF2137.geopotential number by the normal gravity value computed on the
 FF2137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF2137.degrees latitude (g = 980.6199 gals.).
 FF2137
 FF2137.The modeled gravity was interpolated from observed gravity values.
 FF2137
 FF2137. The following values were computed from the NAD 83(2011) position.
 FF2137
 FF2137;                    North         East     Units Scale Factor Converg.
 FF2137;SPC AR N     -   154,528.566   431,864.096   MT  0.99993897   +0 12 17.8
 FF2137;SPC AR N     -   506,982.47  1,416,874.12   sFT  0.99993897   +0 12 17.8
 FF2137;UTM  15      - 3,954,367.794   622,295.706   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 40.5
 FF2137:UTM  15      -  BATEPORT AZ MK                           065 18 35.5
 FF2137
 FF2137_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV2229554367(NAD 83)
 FF2137
 FF2137|---------------------------------------------------------------------|
 FF2137| PID    Reference Object                     Distance      Geod. Az  |
 FF2137|                                                           dddmmss.s |
 FF2137| FF2138 BATEPORT AZ MK                      432.584 METERS 0660558.3 |
 FF2137|---------------------------------------------------------------------|
 FF2137
 FF2137                          SUPERSEDED SURVEY CONTROL
 FF2137
 FF2137  NAD 83(2007)-  35 43 32.51307(N)    091 38 52.04705(W) AD(2002.00) 0
 FF2137  ELLIP H (02/10/07)  113.893  (m)                       GP(2002.00)    
 FF2137  NAD 83(1997)-  35 43 32.51302(N)    091 38 52.04663(W) AD(       ) B
 FF2137  ELLIP H (09/08/03)  113.884  (m)                       GP(       ) 4 1
 FF2137  ELLIP H (07/20/01)  113.895  (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)  113.894  (m)                       GP(       ) 4 1
 FF2137  NAD 83(1986)-  35 43 32.52282(N)    091 38 52.04675(W) AD(       ) 1
 FF2137  NAVD 88 (03/22/05)  141.40   (m)  GEOID03  model used  GPS OBS        
 FF2137  NAVD 88 (07/20/01)  141.4    (m)  GEOID99  model used  GPS OBS        
 FF2137  NAVD 88 (09/19/97)  141.4    (m)  GEOID96  model used  GPS OBS        
 FF2137  NGVD 29 (11/13/90)  141.3    (m)  RAPSU86  model used  GPS OBS        
 FF2137
 FF2137.Superseded values are not recommended for survey control.
 FF2137
 FF2137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2137.See file dsdata.pdf to determine how the superseded data were derived.
 FF2137
 FF2137_MARKER: DH = HORIZONTAL CONTROL DISK
 FF2137_SETTING: 66 = SET 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 - June 29, 2012
 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  HISTORY     - 20120629 GOOD             ARHD
 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.
 FF2137
 FF2137                          STATION RECOVERY (2012)
 FF2137
 FF2137'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (JDH)
 FF2137'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF2138 ***********************************************************************
 FF2138  DESIGNATION -  BATEPORT AZ MK
 FF2138  PID         -  FF2138
 FF2138  STATE/COUNTY-  AR/INDEPENDENCE
 FF2138  COUNTRY     -  US
 FF2138  USGS QUAD   -  JAMESTOWN (2017)
 FF2138
 FF2138                         *CURRENT SURVEY CONTROL
 FF2138  ______________________________________________________________________
 FF2138* NAD 83(1997) POSITION- 35 43 38.19921(N) 091 38 36.31021(W)   ADJUSTED
 FF2138* NAD 83(1997) ELLIP HT-   112.689 (meters)        (09/24/01)   ADJUSTED
 FF2138* NAVD 88 ORTHO HEIGHT -   140.162 (meters)      459.85  (feet) ADJUSTED
 FF2138  ______________________________________________________________________
 FF2138  GEOID HEIGHT    -        -27.518 (meters)                     GEOID18
 FF2138  NAD 83(1997) X  -   -148,667.500 (meters)                     COMP
 FF2138  NAD 83(1997) Y  - -5,181,686.232 (meters)                     COMP
 FF2138  NAD 83(1997) Z  -  3,703,734.126 (meters)                     COMP
 FF2138  LAPLACE CORR    -         -0.19  (seconds)                    DEFLEC18
 FF2138  DYNAMIC HEIGHT  -        140.041 (meters)      459.45  (feet) COMP
 FF2138  MODELED GRAVITY -    979,769.8   (mgal)                       NAVD 88
 FF2138
 FF2138  HORZ ORDER      -  FIRST
 FF2138  VERT ORDER      -  SECOND    CLASS I
 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 orthometric height was determined by differential leveling and
 FF2138.adjusted by the NATIONAL GEODETIC SURVEY
 FF2138.in October 2015.
 FF2138
 FF2138.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF2138.GEOID18 height accuracy estimate available here.
 FF2138
 FF2138.Click photographs - Photos may exist for this station.
 FF2138
 FF2138.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF2138
 FF2138.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF2138
 FF2138.The ellipsoidal height was determined by GPS observations
 FF2138.and is referenced to NAD 83.
 FF2138
 FF2138.The dynamic height is computed by dividing the NAVD 88
 FF2138.geopotential number by the normal gravity value computed on the
 FF2138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF2138.degrees latitude (g = 980.6199 gals.).
 FF2138
 FF2138.The modeled gravity was interpolated from observed gravity values.
 FF2138
 FF2138. The following values were computed from the NAD 83(1997) position.
 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 40.5
 FF2138:UTM  15      -  BATEPORT                                 245 18 35.4
 FF2138
 FF2138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV2268854548(NAD 83)
 FF2138
 FF2138|---------------------------------------------------------------------|
 FF2138| PID    Reference Object                     Distance      Geod. Az  |
 FF2138|                                                           dddmmss.s |
 FF2138| FF2137 BATEPORT                            432.584 METERS 2460607.5 |
 FF2138|---------------------------------------------------------------------|
 FF2138
 FF2138                          SUPERSEDED SURVEY CONTROL
 FF2138
 FF2138  ELLIP H (09/14/99)  112.688  (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)  RAPSU86  model used  GPS OBS        
 FF2138
 FF2138.Superseded values are not recommended for survey control.
 FF2138
 FF2138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2138.See file dsdata.pdf to determine how the superseded data were derived.
 FF2138
 FF2138_MARKER: DZ = AZIMUTH MARK DISK
 FF2138_SETTING: 66 = SET 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 - June 12, 2012
 FF2138
 FF2138  HISTORY     - Date     Condition        Report By
 FF2138  HISTORY     - 1990     MONUMENTED       NGS
 FF2138  HISTORY     - 19920513 GOOD             NGS
 FF2138  HISTORY     - 20120612 GOOD             ARHD
 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.
 FF2138
 FF2138                          STATION RECOVERY (2012)
 FF2138
 FF2138'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (JDH)
 FF2138'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EK0853 ***********************************************************************
 EK0853  DESIGNATION -  BATES
 EK0853  PID         -  EK0853
 EK0853  STATE/COUNTY-  AR/SCOTT
 EK0853  COUNTRY     -  US
 EK0853  USGS QUAD   -  BATES (2017)
 EK0853
 EK0853                         *CURRENT SURVEY CONTROL
 EK0853  ______________________________________________________________________
 EK0853* NAD 83(1997) POSITION- 34 54 21.56960(N) 094 24 29.69530(W)   ADJUSTED
 EK0853* NAVD 88 ORTHO HEIGHT -   203.    (meters)      666.    (feet) SCALED
 EK0853  ______________________________________________________________________
 EK0853  GEOID HEIGHT    -        -31.246 (meters)                     GEOID18
 EK0853  LAPLACE CORR    -          2.38  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0853.GEOID18 height accuracy estimate available here.
 EK0853
 EK0853.Click photographs - Photos may exist for this station.
 EK0853
 EK0853.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0853
 EK0853. The following values were computed from the NAD 83(1997) position.
 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     -   0.99997303  x   1.00000549  =   0.99997851
 EK0853!SPC OK S     -   0.99997303  x   0.99995166  =   0.99992469
 EK0853!UTM  15      -   0.99997303  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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU7134363522(NAD 83)
 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(1993)-  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
 EK0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0853.See file dsdata.pdf to determine how the superseded data were derived.
 EK0853
 EK0853_MARKER: DS = TRIANGULATION STATION DISK
 EK0853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0853_STAMPING: BATES 1952
 EK0853_MARK LOGO: CGS
 EK0853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0853+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GG0676 ***********************************************************************
 GG0676  DESIGNATION -  BATES
 GG0676  PID         -  GG0676
 GG0676  STATE/COUNTY-  AR/WASHINGTON
 GG0676  COUNTRY     -  US
 GG0676  USGS QUAD   -  WATTS (2019)
 GG0676
 GG0676                         *CURRENT SURVEY CONTROL
 GG0676  ______________________________________________________________________
 GG0676* NAD 83(1997) POSITION- 36 01 27.45553(N) 094 32 10.15305(W)   ADJUSTED
 GG0676* NAVD 88 ORTHO HEIGHT -   411.    (meters)     1348.    (feet) SCALED
 GG0676  ______________________________________________________________________
 GG0676  GEOID HEIGHT    -        -28.467 (meters)                     GEOID18
 GG0676  LAPLACE CORR    -          1.84  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0676.GEOID18 height accuracy estimate available here.
 GG0676
 GG0676.Click photographs - Photos may exist for this station.
 GG0676
 GG0676.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0676
 GG0676. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 GG0676:SPC AR N     -  BATES AZ MK                              154 43 18.9
 GG0676:SPC OK N     -  BATES AZ MK                              151 12 07.1
 GG0676:UTM  15      -  BATES AZ MK                              154 08 59.1
 GG0676
 GG0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV6158787734(NAD 83)
 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(1993)-  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
 GG0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0676.See file dsdata.pdf to determine how the superseded data were derived.
 GG0676
 GG0676_MARKER: DS = TRIANGULATION STATION DISK
 GG0676_SETTING: 66 = SET IN ROCK OUTCROP
 GG0676_STAMPING: BATES 1935
 GG0676_MARK LOGO: CGS
 GG0676_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GG0676+STABILITY: POSITION/ELEVATION WELL
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1634 ***********************************************************************
 FF1634  DESIGNATION -  BATESVILLE
 FF1634  PID         -  FF1634
 FF1634  STATE/COUNTY-  AR/INDEPENDENCE
 FF1634  COUNTRY     -  US
 FF1634  USGS QUAD   -  BATESVILLE (2017)
 FF1634
 FF1634                         *CURRENT SURVEY CONTROL
 FF1634  ______________________________________________________________________
 FF1634* NAD 83(1997) POSITION- 35 46 30.07340(N) 091 38 27.57586(W)   ADJUSTED
 FF1634* NAVD 88 ORTHO HEIGHT -   122.307 (meters)      401.27  (feet) ADJUSTED
 FF1634  ______________________________________________________________________
 FF1634  GEOID HEIGHT    -        -27.602 (meters)                     GEOID18
 FF1634  LAPLACE CORR    -         -0.32  (seconds)                    DEFLEC18
 FF1634  DYNAMIC HEIGHT  -        122.202 (meters)      400.92  (feet) COMP
 FF1634  MODELED GRAVITY -    979,772.9   (mgal)                       NAVD 88
 FF1634
 FF1634  HORZ ORDER      -  FIRST
 FF1634  VERT ORDER      -  SECOND    CLASS I
 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 and
 FF1634.adjusted by the NATIONAL GEODETIC SURVEY
 FF1634.in June 1991.
 FF1634
 FF1634.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1634.GEOID18 height accuracy estimate available here.
 FF1634
 FF1634.Click photographs - Photos may exist for this station.
 FF1634
 FF1634.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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     -   0.99998514  x   0.99994146  =   0.99992660
 FF1634!UTM  15      -   0.99998514  x   0.99978593  =   0.99977107
 FF1634
 FF1634:                Primary Azimuth Mark                     Grid Az
 FF1634:SPC AR N     -  SALADO                                   148 55 29.4
 FF1634:UTM  15      -  SALADO                                   148 20 21.0
 FF1634
 FF1634_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV2283459847(NAD 83)
 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                   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             122.23   (m)          401.0    (f) LEVELING    3  
 FF1634  NGVD 29 (11/26/84)  122.232  (m)          401.02   (f) ADJUSTED    2 0
 FF1634
 FF1634.Superseded values are not recommended for survey control.
 FF1634
 FF1634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1634.See file dsdata.pdf to determine how the superseded data were derived.
 FF1634
 FF1634_MARKER: DS = TRIANGULATION STATION DISK
 FF1634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1634_STAMPING: BATESVILLE 1934
 FF1634_MARK LOGO: CGS
 FF1634_PROJECTION: RECESSED 46 CENTIMETERS
 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 - November 15, 2011
 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  HISTORY     - 20070428 GOOD             PB
 FF1634  HISTORY     - 20091218 GOOD             INDIV
 FF1634  HISTORY     - 20111115 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 DEPARTMENT OF TRANSPORTATION 2006 (VJB)
 FF1634'RECOVERED IN GOOD CONDITION.
 FF1634
 FF1634                          STATION RECOVERY (2007)
 FF1634
 FF1634'RECOVERY NOTE BY PBS&J 2007
 FF1634'RECOVERED IN GOOD CONDITION.
 FF1634
 FF1634                          STATION RECOVERY (2009)
 FF1634
 FF1634'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (MCE)
 FF1634'RECOVERED IN GOOD CONDITION.
 FF1634
 FF1634                          STATION RECOVERY (2011)
 FF1634
 FF1634'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (JDH)
 FF1634'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DP6886 ***********************************************************************
 DP6886  DESIGNATION -  BATESVILLE CBL 0
 DP6886  PID         -  DP6886
 DP6886  STATE/COUNTY-  AR/INDEPENDENCE
 DP6886  COUNTRY     -  US
 DP6886  USGS QUAD   -  JAMESTOWN (2017)
 DP6886
 DP6886                         *CURRENT SURVEY CONTROL
 DP6886  ______________________________________________________________________
 DP6886* NAD 83(1986) POSITION- 35 43 34.09   (N) 091 38 58.18   (W)   HD_HELD1
 DP6886* NAVD 88 ORTHO HEIGHT -   141.277 (meters)      463.51  (feet) ADJUSTED
 DP6886  ______________________________________________________________________
 DP6886  GEOID HEIGHT    -        -27.516 (meters)                     GEOID18
 DP6886  DYNAMIC HEIGHT  -        141.155 (meters)      463.11  (feet) COMP
 DP6886  MODELED GRAVITY -    979,771.2   (mgal)                       NAVD 88
 DP6886
 DP6886  VERT ORDER      -  SECOND    CLASS I
 DP6886
 DP6886.The horizontal coordinates were determined by differentially corrected
 DP6886.hand held GPS observations or other comparable positioning techniques
 DP6886.and have an estimated accuracy of +/- 3 meters.
 DP6886
 DP6886.The orthometric height was determined by differential leveling and
 DP6886.adjusted by the NATIONAL GEODETIC SURVEY
 DP6886.in October 2015.
 DP6886
 DP6886.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6886.GEOID18 height accuracy estimate available here.
 DP6886
 DP6886.Click photographs - Photos may exist for this station.
 DP6886
 DP6886.The dynamic height is computed by dividing the NAVD 88
 DP6886.geopotential number by the normal gravity value computed on the
 DP6886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6886.degrees latitude (g = 980.6199 gals.).
 DP6886
 DP6886.The modeled gravity was interpolated from observed gravity values.
 DP6886
 DP6886;                    North         East    Units  Estimated Accuracy
 DP6886;SPC AR N     -   154,576.6     431,709.8     MT  (+/- 3 meters HH1 GPS) 
 DP6886
 DP6886_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV2214054414(NAD 83)
 DP6886
 DP6886                          SUPERSEDED SURVEY CONTROL
 DP6886
 DP6886.No superseded survey control is available for this station.
 DP6886
 DP6886_MARKER: DQ = CALIBRATION BASE LINE DISK
 DP6886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP6886_STAMPING: 0 CBL 2014
 DP6886_MARK LOGO: ARHD
 DP6886_PROJECTION: FLUSH
 DP6886_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DP6886_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DP6886+STABILITY: POSITION/ELEVATION WELL
 DP6886_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6886+SATELLITE: SATELLITE OBSERVATIONS - November 25, 2014
 DP6886
 DP6886  HISTORY     - Date     Condition        Report By
 DP6886  HISTORY     - 20141125 MONUMENTED       ARHD
 DP6886
 DP6886                          STATION DESCRIPTION
 DP6886
 DP6886'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (JDH)
 DP6886'THE STATION IS LOCATED ABOUT 6.2 KM (3.9 MI) NORTHWEST OF SALADO, 6.0
 DP6886'KM (3.7 MI) EAST-NORTHEAST OF JAMESTOWN AND 4.9 KM (3.0 MI) SOUTH OF
 DP6886'BATESVILLE.  OWNERSHIP--BATESVILLE AIRPORT.
 DP6886'
 DP6886'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 69 SOUTH AND US
 DP6886'HIGHWAY 167.  GO SOUTH ALONG HIGHWAY 167 FOR 3.1 MI (5.0 KM) TO THE
 DP6886'BATESVILLE AIRPORT ON THE LEFT, THEN GO WEST FOR 0.5 MI (0.8 KM) ALONG
 DP6886'THE EAST-WEST TAXIWAY TO THE STATION ON THE RIGHT, A REBAR DRILLED IN
 DP6886'ROCK AND CONCRETED.
 DP6886'
 DP6886'IT IS 26.1 M (8.0 FT) NORTHWEST OF TAXIWAY LIGHT 136, 18.1 M (5.5 FT)
 DP6886'NORTH OF NORTH EDGE TAXIWAY AND 1.5 M (0.5 FT) NORTH OF CUT BANK.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DP6889 ***********************************************************************
 DP6889  DESIGNATION -  BATESVILLE CBL 1000
 DP6889  PID         -  DP6889
 DP6889  STATE/COUNTY-  AR/INDEPENDENCE
 DP6889  COUNTRY     -  US
 DP6889  USGS QUAD   -  JAMESTOWN (2017)
 DP6889
 DP6889                         *CURRENT SURVEY CONTROL
 DP6889  ______________________________________________________________________
 DP6889* NAD 83(1986) POSITION- 35 43 27.92   (N) 091 39 37.44   (W)   HD_HELD1
 DP6889* NAVD 88 ORTHO HEIGHT -   135.998 (meters)      446.19  (feet) ADJUSTED
 DP6889  ______________________________________________________________________
 DP6889  GEOID HEIGHT    -        -27.513 (meters)                     GEOID18
 DP6889  DYNAMIC HEIGHT  -        135.881 (meters)      445.80  (feet) COMP
 DP6889  MODELED GRAVITY -    979,773.5   (mgal)                       NAVD 88
 DP6889
 DP6889  VERT ORDER      -  SECOND    CLASS I
 DP6889
 DP6889.The horizontal coordinates were determined by differentially corrected
 DP6889.hand held GPS observations or other comparable positioning techniques
 DP6889.and have an estimated accuracy of +/- 3 meters.
 DP6889
 DP6889.The orthometric height was determined by differential leveling and
 DP6889.adjusted by the NATIONAL GEODETIC SURVEY
 DP6889.in October 2015.
 DP6889
 DP6889.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6889.GEOID18 height accuracy estimate available here.
 DP6889
 DP6889.Click photographs - Photos may exist for this station.
 DP6889
 DP6889.The dynamic height is computed by dividing the NAVD 88
 DP6889.geopotential number by the normal gravity value computed on the
 DP6889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6889.degrees latitude (g = 980.6199 gals.).
 DP6889
 DP6889.The modeled gravity was interpolated from observed gravity values.
 DP6889
 DP6889;                    North         East    Units  Estimated Accuracy
 DP6889;SPC AR N     -   154,383.0     430,723.8     MT  (+/- 3 meters HH1 GPS) 
 DP6889
 DP6889_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV2115754210(NAD 83)
 DP6889
 DP6889                          SUPERSEDED SURVEY CONTROL
 DP6889
 DP6889.No superseded survey control is available for this station.
 DP6889
 DP6889_MARKER: DQ = CALIBRATION BASE LINE DISK
 DP6889_SETTING: 66 = SET IN ROCK OUTCROP
 DP6889_STAMPING: 1000 2004
 DP6889_MARK LOGO: NGS
 DP6889_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6889_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DP6889+STABILITY: POSITION/ELEVATION WELL
 DP6889
 DP6889  HISTORY     - Date     Condition        Report By
 DP6889  HISTORY     - 20040718 MONUMENTED       NGS
 DP6889  HISTORY     - 20120523 GOOD             ARHD
 DP6889
 DP6889                          STATION DESCRIPTION
 DP6889
 DP6889'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (JDH)
 DP6889'THE STATION IS LOCATED ABOUT 6.9 KM (4.3 MI) WEST-NORTHWEST OF SALADO,
 DP6889'5.3 KM (3.3 MI) SOUTH-SOUTHWEST OF BATESVILLE AND 5.0 KM (3.1 MI)
 DP6889'NORTHEAST OF JAMESTOWN.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DP6889'
 DP6889'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 69 SOUTH AND US
 DP6889'HIGHWAY 167, GO SOUTH ALONG HIGHWAY 167 FOR 3.1 MI (5.0 KM) TO THE
 DP6889'BATESVILLE AIRPORT ON THE LEFT, THEN GO WEST FOR 1.2 MI (1.9 KM) ALONG
 DP6889'THE EAST-WEST TAXIWAY TO THE STATION ON THE RIGHT.
 DP6889'
 DP6889'IT IS 7.1 M (2.2 FT) NORTHEAST OF TAXIWAY LIGHT 112, 6 M (1.8 FT)
 DP6889'NORTH OF NORTH EDGE OF TAXIWAY AND 5.8 M (1.8 FT) SOUTH OF TOP OF CUT
 DP6889'BANK.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DP6887 ***********************************************************************
 DP6887  DESIGNATION -  BATESVILLE CBL 150
 DP6887  PID         -  DP6887
 DP6887  STATE/COUNTY-  AR/INDEPENDENCE
 DP6887  COUNTRY     -  US
 DP6887  USGS QUAD   -  JAMESTOWN (2017)
 DP6887
 DP6887                         *CURRENT SURVEY CONTROL
 DP6887  ______________________________________________________________________
 DP6887* NAD 83(1986) POSITION- 35 43 33.12   (N) 091 39 04.18   (W)   HD_HELD1
 DP6887* NAVD 88 ORTHO HEIGHT -   140.890 (meters)      462.24  (feet) ADJUSTED
 DP6887  ______________________________________________________________________
 DP6887  GEOID HEIGHT    -        -27.515 (meters)                     GEOID18
 DP6887  DYNAMIC HEIGHT  -        140.769 (meters)      461.84  (feet) COMP
 DP6887  MODELED GRAVITY -    979,771.6   (mgal)                       NAVD 88
 DP6887
 DP6887  VERT ORDER      -  SECOND    CLASS I
 DP6887
 DP6887.The horizontal coordinates were determined by differentially corrected
 DP6887.hand held GPS observations or other comparable positioning techniques
 DP6887.and have an estimated accuracy of +/- 3 meters.
 DP6887
 DP6887.The orthometric height was determined by differential leveling and
 DP6887.adjusted by the NATIONAL GEODETIC SURVEY
 DP6887.in October 2015.
 DP6887
 DP6887.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6887.GEOID18 height accuracy estimate available here.
 DP6887
 DP6887.Click photographs - Photos may exist for this station.
 DP6887
 DP6887.The dynamic height is computed by dividing the NAVD 88
 DP6887.geopotential number by the normal gravity value computed on the
 DP6887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6887.degrees latitude (g = 980.6199 gals.).
 DP6887
 DP6887.The modeled gravity was interpolated from observed gravity values.
 DP6887
 DP6887;                    North         East    Units  Estimated Accuracy
 DP6887;SPC AR N     -   154,546.2     431,559.1     MT  (+/- 3 meters HH1 GPS) 
 DP6887
 DP6887_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV2199054382(NAD 83)
 DP6887
 DP6887                          SUPERSEDED SURVEY CONTROL
 DP6887
 DP6887.No superseded survey control is available for this station.
 DP6887
 DP6887_MARKER: DQ = CALIBRATION BASE LINE DISK
 DP6887_SETTING: 66 = SET IN ROCK OUTCROP
 DP6887_STAMPING: 150 2004
 DP6887_MARK LOGO: NGS
 DP6887_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6887_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DP6887+STABILITY: POSITION/ELEVATION WELL
 DP6887_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6887+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2012
 DP6887
 DP6887  HISTORY     - Date     Condition        Report By
 DP6887  HISTORY     - 20040718 MONUMENTED       ARHD
 DP6887  HISTORY     - 20120523 GOOD             ARHD
 DP6887
 DP6887                          STATION DESCRIPTION
 DP6887
 DP6887'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (JDH)
 DP6887'THE STATION IS LOCATED ABOUT 6.3 KM (3.9 MI) NORTHWEST OF SALADO, 5.8
 DP6887'KM (3.6 MI) NORTHEAST OF JAMESTOWN AND 5.0 KM (3.1 MI) SOUTH OF
 DP6887'BATESVILLE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DP6887'
 DP6887'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 69 SOUTH AND US
 DP6887'HIGHWAY 167, GO SOUTH ALONG HIGHWAY 167 FOR 3.1 MI (5.0 KM) TO THE
 DP6887'BATESVILLE AIRPORT ON THE LEFT, THEN GO WEST FOR 0.6 MI (1.0 KM) ALONG
 DP6887'THE EAST-WEST TAXIWAY TO THE STATION ON THE RIGHT.
 DP6887'
 DP6887'IT IS 16.1 M (52.8 FT) NORTH OF NORTH EDGE OF TAXIWAY, 13.1 M (43.0
 DP6887'FT) NORTH OF TAXIWAY LIGHT 131 AND 1.7 M (5.6 FT) NORTH OF TOP OF CUT
 DP6887'BANK.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DP6888 ***********************************************************************
 DP6888  DESIGNATION -  BATESVILLE CBL 400
 DP6888  PID         -  DP6888
 DP6888  STATE/COUNTY-  AR/INDEPENDENCE
 DP6888  COUNTRY     -  US
 DP6888  USGS QUAD   -  JAMESTOWN (2017)
 DP6888
 DP6888                         *CURRENT SURVEY CONTROL
 DP6888  ______________________________________________________________________
 DP6888* NAD 83(1986) POSITION- 35 43 31.58   (N) 091 39 14.02   (W)   HD_HELD1
 DP6888* NAVD 88 ORTHO HEIGHT -   138.274 (meters)      453.65  (feet) ADJUSTED
 DP6888  ______________________________________________________________________
 DP6888  GEOID HEIGHT    -        -27.514 (meters)                     GEOID18
 DP6888  DYNAMIC HEIGHT  -        138.155 (meters)      453.26  (feet) COMP
 DP6888  MODELED GRAVITY -    979,772.2   (mgal)                       NAVD 88
 DP6888
 DP6888  VERT ORDER      -  SECOND    CLASS I
 DP6888
 DP6888.The horizontal coordinates were determined by differentially corrected
 DP6888.hand held GPS observations or other comparable positioning techniques
 DP6888.and have an estimated accuracy of +/- 3 meters.
 DP6888
 DP6888.The orthometric height was determined by differential leveling and
 DP6888.adjusted by the NATIONAL GEODETIC SURVEY
 DP6888.in October 2015.
 DP6888
 DP6888.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6888.GEOID18 height accuracy estimate available here.
 DP6888
 DP6888.Click photographs - Photos may exist for this station.
 DP6888
 DP6888.The dynamic height is computed by dividing the NAVD 88
 DP6888.geopotential number by the normal gravity value computed on the
 DP6888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6888.degrees latitude (g = 980.6199 gals.).
 DP6888
 DP6888.The modeled gravity was interpolated from observed gravity values.
 DP6888
 DP6888;                    North         East    Units  Estimated Accuracy
 DP6888;SPC AR N     -   154,497.9     431,312.0     MT  (+/- 3 meters HH1 GPS) 
 DP6888
 DP6888_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV2174454331(NAD 83)
 DP6888
 DP6888                          SUPERSEDED SURVEY CONTROL
 DP6888
 DP6888.No superseded survey control is available for this station.
 DP6888
 DP6888_MARKER: DQ = CALIBRATION BASE LINE DISK
 DP6888_SETTING: 66 = SET IN ROCK OUTCROP
 DP6888_STAMPING: 400 2004
 DP6888_MARK LOGO: NGS
 DP6888_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6888_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DP6888+STABILITY: POSITION/ELEVATION WELL
 DP6888_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6888+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2012
 DP6888
 DP6888  HISTORY     - Date     Condition        Report By
 DP6888  HISTORY     - 20040718 MONUMENTED       NGS
 DP6888  HISTORY     - 20120523 GOOD             ARHD
 DP6888
 DP6888                          STATION DESCRIPTION
 DP6888
 DP6888'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (JDH)
 DP6888'THE STATION IS LOCATED ABOUT 6.5 KM (4.0 MI) NORTHWEST OF SALADO, 5.6
 DP6888'KM (3.5 MI) NORTHEAST OF JAMESTOWN AND 5.1 KM (3.2 MI) SOUTH-SOUTHWEST
 DP6888'OF BATESVILLE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DP6888'
 DP6888'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 69 SOUTH AND US
 DP6888'HIGHWAY 167, GO SOUTH ALONG HIGHWAY 167 FOR 3.1 MI (5.0 KM) TO THE
 DP6888'BATESVILLE AIRPORT ON THE LEFT, THEN GO WEST FOR 0.9 MI (1.4 KM) ALONG
 DP6888'THE EAST-WEST TAXIWAY TO THE STATION ON THE RIGHT.
 DP6888'
 DP6888'IT IS 25.9 M (7.9 FT) NORTHWEST OF TAXIWAY LIGHT 127, 13.3 M (4.1 FT)
 DP6888'NORTH OF NORTH EDGE OF TAXIWAY AND 2.8 M (0.9 FT) NORTH OF TOP OF CUT
 DP6888'BANK.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 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  COUNTRY     -  US
 DH8992  USGS QUAD   -  JAMESTOWN (2017)
 DH8992
 DH8992                         *CURRENT SURVEY CONTROL
 DH8992  ______________________________________________________________________
 DH8992* NAD 83(2011) POSITION- 35 42 35.52887(N) 091 37 42.73838(W)   ADJUSTED
 DH8992* NAD 83(2011) ELLIP HT-    93.163 (meters)        (09/??/25)   ADJUSTED
 DH8992* NAD 83(2011) EPOCH   -  2010.00
 DH8992* NAVD 88 ORTHO HEIGHT -   120.654 (meters)      395.85  (feet) ADJUSTED
 DH8992  ______________________________________________________________________
 DH8992  GEOID HEIGHT    -        -27.494 (meters)                     GEOID18
 DH8992  NAD 83(2011) X  -   -147,353.286 (meters)                     COMP
 DH8992  NAD 83(2011) Y  - -5,182,836.022 (meters)                     COMP
 DH8992  NAD 83(2011) Z  -  3,702,154.502 (meters)                     COMP
 DH8992  VERT ORDER      -  SECOND    CLASS I
 DH8992
 DH8992.Formal positional accuracy estimates are not available for this CORS
 DH8992.because its coordinates were determined in part using modeled velocities.
 DH8992.A time-series residual plot is available that shows daily coordinate
 DH8992.variations relative to the published coordinates and modeled velocities.
 DH8992.Large residuals may indicate a potential error in the modeled velocities.
 DH8992
 DH8992.Residual plot at:
 DH8992.https://geodesy.noaa.gov/CORS/ncn_station_pages/index.html?stationID=ARBT.
 DH8992
 DH8992.The coordinates were established by GPS observations
 DH8992.and adjusted by the National Geodetic Survey in September 2025.
 DH8992
 DH8992.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH8992.been affixed to the stable North American Tectonic Plate. 
 DH8992
 DH8992.The coordinates are valid at the epoch date displayed above
 DH8992.which is a decimal equivalence of Year/Month/Day.
 DH8992
 DH8992.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DH8992.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DH8992.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DH8992.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DH8992.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DH8992.published epoch of 2010.00.
 DH8992
 DH8992.Additional information on MYCS is available at:
 DH8992.https://geodesy.noaa.gov/CORS/index.shtml
 DH8992
 DH8992.The orthometric height was determined by differential leveling and
 DH8992.adjusted by the NATIONAL GEODETIC SURVEY
 DH8992.in October 2015.
 DH8992
 DH8992.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8992.GEOID18 height accuracy estimate available here.
 DH8992
 DH8992.The PID for the CORS L1 Phase Center is DR3604.
 DH8992
 DH8992.Click photographs - Photos may exist for this station.
 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 following values were computed from the NAD 83(2011) position.
 DH8992
 DH8992;                    North         East     Units Scale Factor Converg.
 DH8992;SPC AR N     -   152,778.805   433,612.438   MT  0.99993833   +0 12 58.2
 DH8992;SPC AR N     -   501,241.80  1,422,610.14   sFT  0.99993833   +0 12 58.2
 DH8992;UTM  15      - 3,952,636.225   624,061.542   MT  0.99978966   +0 48 02.2
 DH8992
 DH8992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH8992!SPC AR N     -   0.99998538  x   0.99993833  =   0.99992371
 DH8992!UTM  15      -   0.99998538  x   0.99978966  =   0.99977504
 DH8992
 DH8992_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV2406152636(NAD 83)
 DH8992
 DH8992                          SUPERSEDED SURVEY CONTROL
 DH8992
 DH8992  NAD 83(2011)-  35 42 35.52887(N)    091 37 42.73841(W) AD(2010.00) c
 DH8992  ELLIP H (04/??/25)   93.187  (m)                       GP(2010.00) c c
 DH8992  NAD 83(2011)-  35 42 35.52891(N)    091 37 42.73847(W) AD(2010.00) c
 DH8992  ELLIP H (06/??/19)   93.173  (m)                       GP(2010.00) c c
 DH8992  NAD 83(2011)-  35 42 35.52887(N)    091 37 42.73848(W) AD(2010.00) c
 DH8992  NAD 83(2011)-  35 42 35.52893(N)    091 37 42.73842(W) AD(2010.00) c
 DH8992  ELLIP H (08/??/11)   93.171  (m)                       GP(2010.00) c c
 DH8992  NAD 83(CORS)-  35 42 35.52897(N)    091 37 42.73873(W) AD(2002.00) c
 DH8992  ELLIP H (03/??/06)   93.161  (m)                       GP(2002.00) c c
 DH8992
 DH8992.Superseded values are not recommended for survey control.
 DH8992
 DH8992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8992.See file dsdata.pdf to determine how the superseded data were derived.
 DH8992
 DH8992_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH8992_MARK LOGO: ARHD
 DH8992
 DH8992                          STATION DESCRIPTION
 DH8992
 DH8992'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DH8992'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DH8992'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DH8992'AND LOG FILES ACCESSIBLE AT:
 DH8992'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1638 ***********************************************************************
 FF1638  DESIGNATION -  BATESVILLE GRAVITY
 FF1638  PID         -  FF1638
 FF1638  STATE/COUNTY-  AR/INDEPENDENCE
 FF1638  COUNTRY     -  US
 FF1638  USGS QUAD   -  BATESVILLE (2017)
 FF1638
 FF1638                         *CURRENT SURVEY CONTROL
 FF1638  ______________________________________________________________________
 FF1638* NAD 83(1986) POSITION- 35 46 29.63   (N) 091 38 28.47   (W)   HD_HELD1
 FF1638* NAVD 88 ORTHO HEIGHT -   121.893 (meters)      399.91  (feet) ADJUSTED
 FF1638  ______________________________________________________________________
 FF1638  GEOID HEIGHT    -        -27.602 (meters)                     GEOID18
 FF1638  DYNAMIC HEIGHT  -        121.788 (meters)      399.57  (feet) COMP
 FF1638  MODELED GRAVITY -    979,772.9   (mgal)                       NAVD 88
 FF1638
 FF1638  VERT ORDER      -  SECOND    CLASS I
 FF1638
 FF1638.The horizontal coordinates were determined by differentially corrected
 FF1638.hand held GPS observations or other comparable positioning techniques
 FF1638.and have an estimated accuracy of +/- 3 meters.
 FF1638
 FF1638.The orthometric height was determined by differential leveling and
 FF1638.adjusted by the NATIONAL GEODETIC SURVEY
 FF1638.in October 2015.
 FF1638
 FF1638.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1638.GEOID18 height accuracy estimate available here.
 FF1638
 FF1638.Click photographs - Photos may exist for this station.
 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     -   159,989.2     432,436.7     MT  (+/- 3 meters HH1 GPS) 
 FF1638
 FF1638_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV2281259833(NAD 83)
 FF1638
 FF1638                          SUPERSEDED SURVEY CONTROL
 FF1638
 FF1638  NAVD 88 (06/15/91)  121.878  (m)          399.86   (f) SUPERSEDED  2 0
 FF1638  NGVD 29 (11/26/84)  121.803  (m)          399.62   (f) ADJUSTED    2 0
 FF1638
 FF1638.Superseded values are not recommended for survey control.
 FF1638
 FF1638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1638.See file dsdata.pdf to determine how the superseded data were derived.
 FF1638
 FF1638_MARKER: DG = GRAVITY STATION DISK
 FF1638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1638_STAMPING: BATESVILLE 1941 GRAVITY
 FF1638_MARK LOGO: CGS
 FF1638_PROJECTION: FLUSH
 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  HISTORY     - 20120626 GOOD             ARHD
 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.
 FF1638
 FF1638                          STATION RECOVERY (2012)
 FF1638
 FF1638'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (JDH)
 FF1638'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1635 ***********************************************************************
 FF1635  DESIGNATION -  BATESVILLE RM 1
 FF1635  PID         -  FF1635
 FF1635  STATE/COUNTY-  AR/INDEPENDENCE
 FF1635  COUNTRY     -  US
 FF1635  USGS QUAD   -  BATESVILLE (2017)
 FF1635
 FF1635                         *CURRENT SURVEY CONTROL
 FF1635  ______________________________________________________________________
 FF1635* NAD 83(1986) POSITION- 35 46 29.53   (N) 091 38 30.16   (W)   HD_HELD1
 FF1635* NAVD 88 ORTHO HEIGHT -   122.106 (meters)      400.61  (feet) ADJUSTED
 FF1635  ______________________________________________________________________
 FF1635  GEOID HEIGHT    -        -27.601 (meters)                     GEOID18
 FF1635  DYNAMIC HEIGHT  -        122.001 (meters)      400.26  (feet) COMP
 FF1635  MODELED GRAVITY -    979,772.8   (mgal)                       NAVD 88
 FF1635
 FF1635  VERT ORDER      -  SECOND    CLASS 0
 FF1635
 FF1635.The horizontal coordinates were determined by differentially corrected
 FF1635.hand held GPS observations or other comparable positioning techniques
 FF1635.and have an estimated accuracy of +/- 3 meters.
 FF1635
 FF1635.The orthometric height was determined by differential leveling and
 FF1635.adjusted by the NATIONAL GEODETIC SURVEY
 FF1635.in June 1991.
 FF1635
 FF1635.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1635.GEOID18 height accuracy estimate available here.
 FF1635
 FF1635.Click photographs - Photos may exist for this station.
 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     -   159,986.0     432,394.2     MT  (+/- 3 meters HH1 GPS) 
 FF1635
 FF1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV2277059829(NAD 83)
 FF1635
 FF1635                          SUPERSEDED SURVEY CONTROL
 FF1635
 FF1635  NGVD 29 (11/26/84)  122.032  (m)          400.37   (f) ADJUSTED    2 0
 FF1635
 FF1635.Superseded values are not recommended for survey control.
 FF1635
 FF1635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1635.See file dsdata.pdf to determine how the superseded data were derived.
 FF1635
 FF1635_MARKER: DR = REFERENCE MARK DISK
 FF1635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1635_STAMPING: BATESVILLE NO 1 1934
 FF1635_MARK LOGO: CGS
 FF1635_PROJECTION: PROJECTING 51 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1637 ***********************************************************************
 FF1637  DESIGNATION -  BATESVILLE RM 3
 FF1637  PID         -  FF1637
 FF1637  STATE/COUNTY-  AR/INDEPENDENCE
 FF1637  COUNTRY     -  US
 FF1637  USGS QUAD   -  BATESVILLE (2017)
 FF1637
 FF1637                         *CURRENT SURVEY CONTROL
 FF1637  ______________________________________________________________________
 FF1637* NAD 83(1986) POSITION- 35 46 29.10   (N) 091 38 27.61   (W)   HD_HELD1
 FF1637* NAVD 88 ORTHO HEIGHT -   121.24  (meters)      397.8   (feet) RESET
 FF1637  ______________________________________________________________________
 FF1637  GEOID HEIGHT    -        -27.601 (meters)                     GEOID18
 FF1637  VERT ORDER      -  THIRD
 FF1637
 FF1637.The horizontal coordinates were determined by differentially corrected
 FF1637.hand held GPS observations or other comparable positioning techniques
 FF1637.and have an estimated accuracy of +/- 3 meters.
 FF1637
 FF1637.The orthometric height was computed from unverified reset data.
 FF1637
 FF1637.No vertical observational check was made to the station.
 FF1637
 FF1637.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1637.GEOID18 height accuracy estimate available here.
 FF1637
 FF1637.Click photographs - Photos may exist for this station.
 FF1637
 FF1637;                    North         East    Units  Estimated Accuracy
 FF1637;SPC AR N     -   159,972.9     432,458.3     MT  (+/- 3 meters HH1 GPS) 
 FF1637
 FF1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV2283459817(NAD 83)
 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
 FF1637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1637.See file dsdata.pdf to determine how the superseded data were derived.
 FF1637
 FF1637_MARKER: DR = REFERENCE MARK DISK
 FF1637_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 FF1637+WITH SETTING: PAVEMENT
 FF1637_SP_SET: STANDPIPE FOUNDATION
 FF1637_STAMPING: BATESVILLE NO 3 1934
 FF1637_MARK LOGO: CGS
 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
 FF1637                          STATION DESCRIPTION
 FF1637
 FF1637'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (EBB)
 FF1637'AT BATESVILLE.  0.4 MILE NORTH ALONG U.S. HIGHWAY 167 FROM THE
 FF1637'JUNCTION OF U.S. HIGHWAY 167 AND STATE HIGHWAYS 69 AND 25 IN
 FF1637'BATESVILLE, 55 FEET NORTHEAST OF THE CENTER OF 12TH STREET, 48 FEET
 FF1637'NORTHWEST OF THE CENTER OF U.S. HIGHWAY 167 AND CEMENTED IN A DRILL
 FF1637'HOLE IN THE CONCRETE FOUNDATION OF THE STANDPIPE AT THE CENTER OF THE
 FF1637'WATER TANK.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1722 ***********************************************************************
 EJ1722  DESIGNATION -  BAUXITE
 EJ1722  PID         -  EJ1722
 EJ1722  STATE/COUNTY-  AR/SALINE
 EJ1722  COUNTRY     -  US
 EJ1722  USGS QUAD   -  BRYANT (2017)
 EJ1722
 EJ1722                         *CURRENT SURVEY CONTROL
 EJ1722  ______________________________________________________________________
 EJ1722* NAD 83(1997) POSITION- 34 30 48.17373(N) 092 29 03.05165(W)   ADJUSTED
 EJ1722* NAVD 88 ORTHO HEIGHT -   155.    (meters)      509.    (feet) SCALED
 EJ1722  ______________________________________________________________________
 EJ1722  GEOID HEIGHT    -        -26.255 (meters)                     GEOID18
 EJ1722  LAPLACE CORR    -         -0.08  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1722.GEOID18 height accuracy estimate available here.
 EJ1722
 EJ1722.Click photographs - Photos may exist for this station.
 EJ1722
 EJ1722.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1722
 EJ1722. The following values were computed from the NAD 83(1997) position.
 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     -   0.99997980  x   0.99995332  =   0.99993312
 EJ1722!UTM  15      -   0.99997980  x   0.99962763  =   0.99960743
 EJ1722
 EJ1722:                Primary Azimuth Mark                     Grid Az
 EJ1722:SPC AR S     -  SIMPSON                                  105 17 29.5
 EJ1722:UTM  15      -  SIMPSON                                  104 43 41.7
 EJ1722
 EJ1722_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU4734619201(NAD 83)
 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
 EJ1722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1722.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1722
 EJ1722_MARKER: DS = TRIANGULATION STATION DISK
 EJ1722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1722_STAMPING: BAUXITE 1964
 EJ1722_MARK LOGO: CGS
 EJ1722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1722+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1887 ***********************************************************************
 EJ1887  DESIGNATION -  BAUXITE ALCOA ALUMINUM CO TANK
 EJ1887  PID         -  EJ1887
 EJ1887  STATE/COUNTY-  AR/SALINE
 EJ1887  COUNTRY     -  US
 EJ1887  USGS QUAD   -  BENTON (2017)
 EJ1887
 EJ1887                         *CURRENT SURVEY CONTROL
 EJ1887  ______________________________________________________________________
 EJ1887* NAD 83(1997) POSITION- 34 34 35.90693(N) 092 31 43.55284(W)   ADJUSTED
 EJ1887  ______________________________________________________________________
 EJ1887  GEOID HEIGHT    -        -26.368 (meters)                     GEOID18
 EJ1887  LAPLACE CORR    -          0.93  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1887.GEOID18 height accuracy estimate available here.
 EJ1887
 EJ1887.Click photographs - Photos may exist for this station.
 EJ1887
 EJ1887.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1887
 EJ1887. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU4322126196(NAD 83)
 EJ1887
 EJ1887                          SUPERSEDED SURVEY CONTROL
 EJ1887
 EJ1887  NAD 83(1986)-  34 34 35.91815(N)    092 31 43.54386(W) AD(       ) 3
 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
 EJ1887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1887.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1887
 EJ1887_MARKER: 53 = ELEVATED 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 = MARCH 20, 2026 22:17:28 EDT
 DK0997 ***********************************************************************
 DK0997  DESIGNATION -  BAXTER
 DK0997  PID         -  DK0997
 DK0997  STATE/COUNTY-  AR/DREW
 DK0997  COUNTRY     -  US
 DK0997  USGS QUAD   -  MCGEHEE SOUTH (2017)
 DK0997
 DK0997                         *CURRENT SURVEY CONTROL
 DK0997  ______________________________________________________________________
 DK0997* NAD 83(1986) POSITION- 33 31 38.     (N) 091 29 52.     (W)   SCALED
 DK0997* NAVD 88 ORTHO HEIGHT -    43.300 (meters)      142.06  (feet) ADJUSTED
 DK0997  ______________________________________________________________________
 DK0997  GEOID HEIGHT    -        -26.016 (meters)                     GEOID18
 DK0997  DYNAMIC HEIGHT  -         43.255 (meters)      141.91  (feet) COMP
 DK0997  MODELED GRAVITY -    979,604.9   (mgal)                       NAVD 88
 DK0997
 DK0997  VERT ORDER      -  SECOND    CLASS 0
 DK0997
 DK0997.The horizontal coordinates were scaled from a map and have
 DK0997.an estimated accuracy of +/- 6 seconds.
 DK0997
 DK0997.The orthometric height was determined by differential leveling and
 DK0997.adjusted by the NATIONAL GEODETIC SURVEY
 DK0997.in June 1991.
 DK0997
 DK0997.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK0997.GEOID18 height accuracy estimate available here.
 DK0997
 DK0997.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT394107(NAD 83)
 DK0997
 DK0997                          SUPERSEDED SURVEY CONTROL
 DK0997
 DK0997  NGVD 29 (11/26/84)   43.409  (m)          142.42   (f) ADJUSTED    2 0
 DK0997
 DK0997.Superseded values are not recommended for survey control.
 DK0997
 DK0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0997.See file dsdata.pdf to determine how the superseded data were derived.
 DK0997
 DK0997_MARKER: P = PIPE CAP
 DK0997_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK0997_MARK LOGO: USACE
 DK0997_MAGNETIC: P = MARKER IS A STEEL PIPE
 DK0997_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0997
 DK0997  HISTORY     - Date     Condition        Report By
 DK0997  HISTORY     - UNK      MONUMENTED       USACE
 DK0997  HISTORY     - 1932     GOOD             CGS
 DK0997  HISTORY     - 20130701 GOOD             ARHD
 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.
 DK0997
 DK0997                          STATION RECOVERY (2013)
 DK0997
 DK0997'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (JDH)
 DK0997'LEANED OVER A LITTLE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0686 ***********************************************************************
 GF0686  DESIGNATION -  BAXTER
 GF0686  PID         -  GF0686
 GF0686  STATE/COUNTY-  AR/BAXTER
 GF0686  COUNTRY     -  US
 GF0686  USGS QUAD   -  MOUNTAIN HOME WEST (2017)
 GF0686
 GF0686                         *CURRENT SURVEY CONTROL
 GF0686  ______________________________________________________________________
 GF0686* NAD 83(1997) POSITION- 36 17 58.20255(N) 092 27 29.14327(W)   ADJUSTED
 GF0686* NAVD 88 ORTHO HEIGHT -   239.    (meters)      784.    (feet) SCALED
 GF0686  ______________________________________________________________________
 GF0686  GEOID HEIGHT    -        -28.439 (meters)                     GEOID18
 GF0686  LAPLACE CORR    -          1.21  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0686.GEOID18 height accuracy estimate available here.
 GF0686
 GF0686.Click photographs - Photos may exist for this station.
 GF0686
 GF0686.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0686
 GF0686. The following values were computed from the NAD 83(1997) position.
 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     -   0.99996694  x   1.00001375  =   0.99998069
 GF0686!UTM  15      -   0.99996694  x   0.99962917  =   0.99959612
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA4865517304(NAD 83)
 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
 GF0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0686.See file dsdata.pdf to determine how the superseded data were derived.
 GF0686
 GF0686_MARKER: DS = TRIANGULATION STATION DISK
 GF0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0686_STAMPING: BAXTER 1953
 GF0686_MARK LOGO: CGS
 GF0686_PROJECTION: RECESSED 30 CENTIMETERS
 GF0686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0686+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FF2111 ***********************************************************************
 FF2111  DESIGNATION -  BAY
 FF2111  PID         -  FF2111
 FF2111  STATE/COUNTY-  AR/CRAIGHEAD
 FF2111  COUNTRY     -  US
 FF2111  USGS QUAD   -  TRUMANN (2017)
 FF2111
 FF2111                         *CURRENT SURVEY CONTROL
 FF2111  ______________________________________________________________________
 FF2111* NAD 83(1997) POSITION- 35 44 46.79134(N) 090 30 35.03510(W)   ADJUSTED
 FF2111* NAVD 88 ORTHO HEIGHT -    68.    (meters)      223.    (feet) SCALED
 FF2111  ______________________________________________________________________
 FF2111  GEOID HEIGHT    -        -27.898 (meters)                     GEOID18
 FF2111  LAPLACE CORR    -         -0.68  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF2111.GEOID18 height accuracy estimate available here.
 FF2111
 FF2111.Click photographs - Photos may exist for this station.
 FF2111
 FF2111.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF2111
 FF2111. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999369  x   0.99993992  =   0.99993361
 FF2111!UTM  15      -   0.99999369  x   1.00022488  =   1.00021857
 FF2111
 FF2111:                Primary Azimuth Mark                     Grid Az
 FF2111:SPC AR N     -  OAKS                                     183 03 18.6
 FF2111:UTM  15      -  OAKS                                     182 28 01.0
 FF2111
 FF2111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV2518158673(NAD 83)
 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(1995)-  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
 FF2111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2111.See file dsdata.pdf to determine how the superseded data were derived.
 FF2111
 FF2111_MARKER: DS = TRIANGULATION STATION DISK
 FF2111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2111_STAMPING: BAY 1954
 FF2111_MARK LOGO: CGS
 FF2111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF2111+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1397 ***********************************************************************
 DL1397  DESIGNATION -  BAYOU
 DL1397  PID         -  DL1397
 DL1397  STATE/COUNTY-  AR/CALHOUN
 DL1397  COUNTRY     -  US
 DL1397  USGS QUAD   -  EAGLE MILLS (2017)
 DL1397
 DL1397                         *CURRENT SURVEY CONTROL
 DL1397  ______________________________________________________________________
 DL1397* NAD 83(1997) POSITION- 33 38 56.89446(N) 092 38 45.70045(W)   ADJUSTED
 DL1397* NAVD 88 ORTHO HEIGHT -    59.    (meters)      194.    (feet) SCALED
 DL1397  ______________________________________________________________________
 DL1397  GEOID HEIGHT    -        -26.166 (meters)                     GEOID18
 DL1397  LAPLACE CORR    -          1.05  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1397.GEOID18 height accuracy estimate available here.
 DL1397
 DL1397.Click photographs - Photos may exist for this station.
 DL1397
 DL1397.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1397
 DL1397. The following values were computed from the NAD 83(1997) position.
 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     -  BAYOU AZ MK                              030 00 18.3
 DL1397:UTM  15      -  BAYOU AZ MK                              029 26 50.5
 DL1397
 DL1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT3282223310(NAD 83)
 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(1993)-  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
 DL1397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1397.See file dsdata.pdf to determine how the superseded data were derived.
 DL1397
 DL1397_MARKER: DS = TRIANGULATION STATION DISK
 DL1397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1397_STAMPING: BAYOU 1942
 DL1397_MARK LOGO: CGS
 DL1397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1397+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DL0795 ***********************************************************************
 DL0795  DESIGNATION -  BC
 DL0795  PID         -  DL0795
 DL0795  STATE/COUNTY-  AR/LAFAYETTE
 DL0795  COUNTRY     -  US
 DL0795  USGS QUAD   -  BRADLEY (2017)
 DL0795
 DL0795                         *CURRENT SURVEY CONTROL
 DL0795  ______________________________________________________________________
 DL0795* NAD 83(1986) POSITION- 33 02 55.     (N) 093 40 01.     (W)   SCALED
 DL0795* NAVD 88 ORTHO HEIGHT -    76.006 (meters)      249.36  (feet) ADJUSTED
 DL0795  ______________________________________________________________________
 DL0795  GEOID HEIGHT    -        -26.409 (meters)                     GEOID18
 DL0795  DYNAMIC HEIGHT  -         75.923 (meters)      249.09  (feet) COMP
 DL0795  MODELED GRAVITY -    979,546.8   (mgal)                       NAVD 88
 DL0795
 DL0795  VERT ORDER      -  FIRST     CLASS II
 DL0795
 DL0795.The horizontal coordinates were scaled from a map and have
 DL0795.an estimated accuracy of +/- 6 seconds.
 DL0795
 DL0795.The orthometric height was determined by differential leveling and
 DL0795.adjusted by the NATIONAL GEODETIC SURVEY
 DL0795.in June 1991.
 DL0795
 DL0795.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0795.GEOID18 height accuracy estimate available here.
 DL0795
 DL0795.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS377568(NAD 83)
 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
 DL0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0795.See file dsdata.pdf to determine how the superseded data were derived.
 DL0795
 DL0795_MARKER: N = NAIL
 DL0795_SETTING: 33 = WOODEN OBJECT (DRIVEN IN A PILE, POLE, TREE OR STUMP)
 DL0795_SP_SET: PINE TREE
 DL0795_STAMPING: BC
 DL0795_MARK LOGO: CGS
 DL0795_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0795
 DL0795  HISTORY     - Date     Condition        Report By
 DL0795  HISTORY     - 1960     MONUMENTED       CGS
 DL0795
 DL0795                          STATION DESCRIPTION
 DL0795
 DL0795'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DL0729 ***********************************************************************
 DL0729  DESIGNATION -  BE
 DL0729  PID         -  DL0729
 DL0729  STATE/COUNTY-  AR/LAFAYETTE
 DL0729  COUNTRY     -  US
 DL0729  USGS QUAD   -  DODDRIDGE NE (2017)
 DL0729
 DL0729                         *CURRENT SURVEY CONTROL
 DL0729  ______________________________________________________________________
 DL0729* NAD 83(1986) POSITION- 33 08 24.     (N) 093 45 35.     (W)   SCALED
 DL0729* NAVD 88 ORTHO HEIGHT -    65.269 (meters)      214.14  (feet) ADJUSTED
 DL0729  ______________________________________________________________________
 DL0729  GEOID HEIGHT    -        -26.567 (meters)                     GEOID18
 DL0729  DYNAMIC HEIGHT  -         65.198 (meters)      213.90  (feet) COMP
 DL0729  MODELED GRAVITY -    979,550.5   (mgal)                       NAVD 88
 DL0729
 DL0729  VERT ORDER      -  FIRST     CLASS II
 DL0729
 DL0729.The horizontal coordinates were scaled from a map and have
 DL0729.an estimated accuracy of +/- 6 seconds.
 DL0729
 DL0729.The orthometric height was determined by differential leveling and
 DL0729.adjusted by the NATIONAL GEODETIC SURVEY
 DL0729.in June 1991.
 DL0729
 DL0729.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0729.GEOID18 height accuracy estimate available here.
 DL0729
 DL0729.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS291670(NAD 83)
 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
 DL0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0729.See file dsdata.pdf to determine how the superseded data were derived.
 DL0729
 DL0729_MARKER: N = NAIL
 DL0729_SETTING: 33 = WOODEN OBJECT (DRIVEN IN A PILE, POLE, TREE OR STUMP)
 DL0729_SP_SET: COTTONWOOD TREE ROOT
 DL0729_STAMPING: BE
 DL0729_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0729
 DL0729  HISTORY     - Date     Condition        Report By
 DL0729  HISTORY     - 1960     MONUMENTED       CGS
 DL0729
 DL0729                          STATION DESCRIPTION
 DL0729
 DL0729'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DL1540 ***********************************************************************
 DL1540  DESIGNATION -  BEACON
 DL1540  PID         -  DL1540
 DL1540  STATE/COUNTY-  AR/MILLER
 DL1540  COUNTRY     -  US
 DL1540  USGS QUAD   -  FOUKE SE (2017)
 DL1540
 DL1540                         *CURRENT SURVEY CONTROL
 DL1540  ______________________________________________________________________
 DL1540* NAD 83(1997) POSITION- 33 20 54.97151(N) 093 47 31.84203(W)   ADJUSTED
 DL1540* NAVD 88 ORTHO HEIGHT -   112.    (meters)      367.    (feet) SCALED
 DL1540  ______________________________________________________________________
 DL1540  GEOID HEIGHT    -        -26.801 (meters)                     GEOID18
 DL1540  LAPLACE CORR    -         -0.09  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1540.GEOID18 height accuracy estimate available here.
 DL1540
 DL1540.Click photographs - Photos may exist for this station.
 DL1540
 DL1540.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1540
 DL1540. The following values were computed from the NAD 83(1997) position.
 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     -   0.99998663  x   0.99998958  =   0.99997621
 DL1540!UTM  15      -   0.99998663  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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS2628990214(NAD 83)
 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(1993)-  33 20 54.97724(N)    093 47 31.83554(W) AD(       ) 2
 DL1540  NAD 83(1993)-  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
 DL1540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1540.See file dsdata.pdf to determine how the superseded data were derived.
 DL1540
 DL1540_MARKER: DS = TRIANGULATION STATION DISK
 DL1540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1540_STAMPING: BEACON 1951
 DL1540_MARK LOGO: CGS
 DL1540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1540+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1930 ***********************************************************************
 EJ1930  DESIGNATION -  BEAR
 EJ1930  PID         -  EJ1930
 EJ1930  STATE/COUNTY-  AR/GARLAND
 EJ1930  COUNTRY     -  US
 EJ1930  USGS QUAD   -  CRYSTAL SPRINGS (2017)
 EJ1930
 EJ1930                         *CURRENT SURVEY CONTROL
 EJ1930  ______________________________________________________________________
 EJ1930* NAD 83(1997) POSITION- 34 33 14.45722(N) 093 17 12.02533(W)   ADJUSTED
 EJ1930* NAVD 88 ORTHO HEIGHT -   416.3   (meters)     1366.    (feet) VERTCON3
 EJ1930  ______________________________________________________________________
 EJ1930  GEOID HEIGHT    -        -27.858 (meters)                     GEOID18
 EJ1930  LAPLACE CORR    -          2.85  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1930.GEOID18 height accuracy estimate available here.
 EJ1930
 EJ1930.Click photographs - Photos may exist for this station.
 EJ1930
 EJ1930.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1930
 EJ1930. The following values were computed from the NAD 83(1997) position.
 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     -   0.99993902  x   0.99995949  =   0.99989851
 EJ1930!UTM  15      -   0.99993902  x   0.99960853  =   0.99954758
 EJ1930
 EJ1930:                Primary Azimuth Mark                     Grid Az
 EJ1930:SPC AR S     -  BEAR AZ MK                               153 18 36.8
 EJ1930:UTM  15      -  BEAR AZ MK                               152 45 09.7
 EJ1930
 EJ1930_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU7369923624(NAD 83)
 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(1993)-  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
 EJ1930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1930.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1930
 EJ1930_MARKER: DS = TRIANGULATION STATION DISK
 EJ1930_SETTING: 80 = SET IN A BOULDER
 EJ1930_STAMPING: BEAR 1956
 EJ1930_MARK LOGO: CGS
 EJ1930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1930+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DQ3583 ***********************************************************************
 DQ3583  DESIGNATION -  BEAR
 DQ3583  PID         -  DQ3583
 DQ3583  STATE/COUNTY-  AR/SEARCY
 DQ3583  COUNTRY     -  US
 DQ3583  USGS QUAD   -  MARSHALL (2017)
 DQ3583
 DQ3583                         *CURRENT SURVEY CONTROL
 DQ3583  ______________________________________________________________________
 DQ3583* NAD 83(1986) POSITION- 35 56 20.03   (N) 092 42 44.69   (W)   HD_HELD1
 DQ3583* NAVD 88 ORTHO HEIGHT -   204.077 (meters)      669.54  (feet) ADJUSTED
 DQ3583  ______________________________________________________________________
 DQ3583  GEOID HEIGHT    -        -28.230 (meters)                     GEOID18
 DQ3583  DYNAMIC HEIGHT  -        203.894 (meters)      668.94  (feet) COMP
 DQ3583  MODELED GRAVITY -    979,728.0   (mgal)                       NAVD 88
 DQ3583
 DQ3583  VERT ORDER      -  SECOND    CLASS I
 DQ3583
 DQ3583.The horizontal coordinates were determined by differentially corrected
 DQ3583.hand held GPS observations or other comparable positioning techniques
 DQ3583.and have an estimated accuracy of +/- 3 meters.
 DQ3583
 DQ3583.The orthometric height was determined by differential leveling and
 DQ3583.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3583.in January 2017.
 DQ3583
 DQ3583.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3583.GEOID18 height accuracy estimate available here.
 DQ3583
 DQ3583.Click photographs - Photos may exist for this station.
 DQ3583
 DQ3583.The dynamic height is computed by dividing the NAVD 88
 DQ3583.geopotential number by the normal gravity value computed on the
 DQ3583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3583.degrees latitude (g = 980.6199 gals.).
 DQ3583
 DQ3583.The modeled gravity was interpolated from observed gravity values.
 DQ3583
 DQ3583;                    North         East    Units  Estimated Accuracy
 DQ3583;SPC AR N     -   178,358.5     335,720.1     MT  (+/- 3 meters HH1 GPS) 
 DQ3583
 DQ3583_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV2593977209(NAD 83)
 DQ3583
 DQ3583                          SUPERSEDED SURVEY CONTROL
 DQ3583
 DQ3583.No superseded survey control is available for this station.
 DQ3583
 DQ3583_MARKER: DB = BENCH MARK DISK
 DQ3583_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DQ3583_SP_SET: BRIDGE PARAPET WALL
 DQ3583_STAMPING: BEAR 2014
 DQ3583_MARK LOGO: ARHD
 DQ3583_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3583_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ3583_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3583+SATELLITE: SATELLITE OBSERVATIONS - December 30, 2014
 DQ3583
 DQ3583  HISTORY     - Date     Condition        Report By
 DQ3583  HISTORY     - 20141230 MONUMENTED       ARHD
 DQ3583
 DQ3583                          STATION DESCRIPTION
 DQ3583
 DQ3583'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (JDH)
 DQ3583'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) EAST-NORTHEAST OF
 DQ3583'SNOWBALL, 5.0 MI (8.0 KM) WEST-NORTHWEST OF MARSHALL AND 5.0 MI (8.0
 DQ3583'KM) NORTH OF CANAAN.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ3583'
 DQ3583'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 74,
 DQ3583'GO NORTH ON HIGHWAY 65 FOR 1.2 MI (1.9 KM) TO THE STATION ON THE
 DQ3583'RIGHT, IN THE SOUTHEAST CORNER OF BEAR CREEK BRIDGE PARAPET WALL.
 DQ3583'
 DQ3583'IT IS 22 FT (6.7 M) EAST OF HIGHWAY 65 CENTERLINE AND 1 FT (0.3 M)
 DQ3583'EAST OF A GUARD RAIL.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL1389 ***********************************************************************
 DL1389  DESIGNATION -  BEARDEN
 DL1389  PID         -  DL1389
 DL1389  STATE/COUNTY-  AR/OUACHITA
 DL1389  COUNTRY     -  US
 DL1389  USGS QUAD   -  BEARDEN (2017)
 DL1389
 DL1389                         *CURRENT SURVEY CONTROL
 DL1389  ______________________________________________________________________
 DL1389* NAD 83(1997) POSITION- 33 43 39.96249(N) 092 36 29.38047(W)   ADJUSTED
 DL1389* NAVD 88 ORTHO HEIGHT -    69.    (meters)      226.    (feet) SCALED
 DL1389  ______________________________________________________________________
 DL1389  GEOID HEIGHT    -        -26.152 (meters)                     GEOID18
 DL1389  LAPLACE CORR    -          0.98  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1389.GEOID18 height accuracy estimate available here.
 DL1389
 DL1389.Click photographs - Photos may exist for this station.
 DL1389
 DL1389.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1389
 DL1389. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 DL1389:SPC AR S     -  BEARDEN AZ MK                            049 10 34.5
 DL1389:UTM  15      -  BEARDEN AZ MK                            048 37 05.8
 DL1389
 DL1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT3630032040(NAD 83)
 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(1993)-  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
 DL1389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1389.See file dsdata.pdf to determine how the superseded data were derived.
 DL1389
 DL1389_MARKER: DS = TRIANGULATION STATION DISK
 DL1389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1389_STAMPING: BEARDEN 1964
 DL1389_MARK LOGO: CGS
 DL1389_PROJECTION: FLUSH
 DL1389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1389+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1388 ***********************************************************************
 DL1388  DESIGNATION -  BEARDEN MUNICIPAL TANK
 DL1388  PID         -  DL1388
 DL1388  STATE/COUNTY-  AR/OUACHITA
 DL1388  COUNTRY     -  US
 DL1388  USGS QUAD   -  BEARDEN (2017)
 DL1388
 DL1388                         *CURRENT SURVEY CONTROL
 DL1388  ______________________________________________________________________
 DL1388* NAD 83(1997) POSITION- 33 43 31.93865(N) 092 37 00.51617(W)   ADJUSTED
 DL1388  ______________________________________________________________________
 DL1388  GEOID HEIGHT    -        -26.157 (meters)                     GEOID18
 DL1388  LAPLACE CORR    -          0.97  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1388.GEOID18 height accuracy estimate available here.
 DL1388
 DL1388.Click photographs - Photos may exist for this station.
 DL1388
 DL1388.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1388
 DL1388. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT3550031790(NAD 83)
 DL1388
 DL1388                          SUPERSEDED SURVEY CONTROL
 DL1388
 DL1388  NAD 83(1993)-  33 43 31.94780(N)    092 37 00.50831(W) AD(       ) 3
 DL1388  NAD 83(1986)-  33 43 31.94942(N)    092 37 00.50881(W) AD(       ) 3
 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
 DL1388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1388.See file dsdata.pdf to determine how the superseded data were derived.
 DL1388
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1879 ***********************************************************************
 EJ1879  DESIGNATION -  BEAVER
 EJ1879  PID         -  EJ1879
 EJ1879  STATE/COUNTY-  AR/SALINE
 EJ1879  COUNTRY     -  US
 EJ1879  USGS QUAD   -  CONGO (2017)
 EJ1879
 EJ1879                         *CURRENT SURVEY CONTROL
 EJ1879  ______________________________________________________________________
 EJ1879* NAD 83(1997) POSITION- 34 43 23.12178(N) 092 34 19.31192(W)   ADJUSTED
 EJ1879* NAVD 88 ORTHO HEIGHT -   198.    (meters)      650.    (feet) SCALED
 EJ1879  ______________________________________________________________________
 EJ1879  GEOID HEIGHT    -        -26.868 (meters)                     GEOID18
 EJ1879  LAPLACE CORR    -          2.93  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1879.GEOID18 height accuracy estimate available here.
 EJ1879
 EJ1879.Click photographs - Photos may exist for this station.
 EJ1879
 EJ1879.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1879
 EJ1879. The following values were computed from the NAD 83(1997) position.
 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                                  039 38 10.1
 EJ1879:UTM  15      -  SHINALL                                  039 04 19.9
 EJ1879
 EJ1879_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU3918442418(NAD 83)
 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
 EJ1879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1879.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1879
 EJ1879_MARKER: DS = TRIANGULATION STATION DISK
 EJ1879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1879_STAMPING: BEAVER 1963
 EJ1879_MARK LOGO: CGS
 EJ1879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1879+STABILITY: SURFACE MOTION
 EJ1879_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EJ1879+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2017
 EJ1879
 EJ1879  HISTORY     - Date     Condition        Report By
 EJ1879  HISTORY     - 1963     MONUMENTED       CGS
 EJ1879  HISTORY     - 1986     GOOD             NONE
 EJ1879  HISTORY     - 20170717 GOOD             INDIV
 EJ1879
 EJ1879                          STATION DESCRIPTION
 EJ1879
 EJ1879'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (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 NATIONAL GEODETIC SURVEY 1986 (DB)
 EJ1879'RECOVERED IN GOOD CONDITION.
 EJ1879
 EJ1879                          STATION RECOVERY (2017)
 EJ1879
 EJ1879'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017 (KP)
 EJ1879'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH2707 ***********************************************************************
 EH2707  DESIGNATION -  BECK
 EH2707  PID         -  EH2707
 EH2707  STATE/COUNTY-  AR/CRITTENDEN
 EH2707  COUNTRY     -  US
 EH2707  USGS QUAD   -  HUGHES (2017)
 EH2707
 EH2707                         *CURRENT SURVEY CONTROL
 EH2707  ______________________________________________________________________
 EH2707* NAD 83(1997) POSITION- 34 55 22.52594(N) 090 23 34.76628(W)   ADJUSTED
 EH2707* NAVD 88 ORTHO HEIGHT -    62.    (meters)      203.    (feet) SCALED
 EH2707  ______________________________________________________________________
 EH2707  GEOID HEIGHT    -        -27.104 (meters)                     GEOID18
 EH2707  LAPLACE CORR    -         -1.73  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2707.GEOID18 height accuracy estimate available here.
 EH2707
 EH2707.Click photographs - Photos may exist for this station.
 EH2707
 EH2707.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2707
 EH2707. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999453  x   1.00000206  =   0.99999659
 EH2707!SPC AR S     -   0.99999453  x   1.00003859  =   1.00003312
 EH2707!SPC MS W     -   0.99999453  x   0.99995037  =   0.99994490
 EH2707!UTM  15      -   0.99999453  x   1.00029903  =   1.00029355
 EH2707
 EH2707:                Primary Azimuth Mark                     Grid Az
 EH2707:SPC AR N     -  BECK AZ MK                               213 17 37.5
 EH2707:SPC AR S     -  BECK AZ MK                               213 19 46.0
 EH2707:SPC MS W     -  BECK AZ MK                               214 15 46.8
 EH2707:UTM  15      -  BECK AZ MK                               212 44 08.6
 EH2707
 EH2707_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU3814567598(NAD 83)
 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(1995)-  34 55 22.52692(N)    090 23 34.76595(W) AD(       ) 2
 EH2707  NAD 83(1993)-  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
 EH2707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2707.See file dsdata.pdf to determine how the superseded data were derived.
 EH2707
 EH2707_MARKER: DS = TRIANGULATION STATION DISK
 EH2707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2707_STAMPING: BECK 1953
 EH2707_MARK LOGO: CGS
 EH2707_PROJECTION: FLUSH
 EH2707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2707+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DL0692 ***********************************************************************
 DL0692  DESIGNATION -  BECK BOLT
 DL0692  PID         -  DL0692
 DL0692  STATE/COUNTY-  AR/MILLER
 DL0692  COUNTRY     -  US
 DL0692  USGS QUAD   -  BOYD HILL (2017)
 DL0692
 DL0692                         *CURRENT SURVEY CONTROL
 DL0692  ______________________________________________________________________
 DL0692* NAD 83(1986) POSITION- 33 24 38.63   (N) 093 44 39.06   (W)   HD_HELD1
 DL0692* NAVD 88 ORTHO HEIGHT -    69.76  (+/-2cm)      228.9   (feet) VERTCON3
 DL0692  ______________________________________________________________________
 DL0692  GEOID HEIGHT    -        -26.869 (meters)                     GEOID18
 DL0692  VERT ORDER      -  ? (See Below)
 DL0692
 DL0692.The horizontal coordinates were determined by differentially corrected
 DL0692.hand held GPS observations or other comparable positioning techniques
 DL0692.and have an estimated accuracy of +/- 3 meters.
 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
 DL0692.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0692.GEOID18 height accuracy estimate available here.
 DL0692
 DL0692.The vertical order pertains to the NGVD 29 superseded value.
 DL0692
 DL0692.Click photographs - Photos may exist for this station.
 DL0692
 DL0692;                    North         East    Units  Estimated Accuracy
 DL0692;SPC AR S     -   483,908.8     237,771.4     MT  (+/- 3 meters HH1 GPS) 
 DL0692
 DL0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS3080497069(NAD 83)
 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
 DL0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0692.See file dsdata.pdf to determine how the superseded data were derived.
 DL0692
 DL0692_MARKER: B = BOLT
 DL0692_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL0692_SP_SET: UNDERGROUND STONE
 DL0692_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0692
 DL0692  HISTORY     - Date     Condition        Report By
 DL0692  HISTORY     - UNK      MONUMENTED       USACE
 DL0692  HISTORY     - 1935     GOOD             CGS
 DL0692
 DL0692                          STATION DESCRIPTION
 DL0692
 DL0692'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DL0693 ***********************************************************************
 DL0693  DESIGNATION -  BECK CAP
 DL0693  PID         -  DL0693
 DL0693  STATE/COUNTY-  AR/MILLER
 DL0693  COUNTRY     -  US
 DL0693  USGS QUAD   -  BOYD HILL (2017)
 DL0693
 DL0693                         *CURRENT SURVEY CONTROL
 DL0693  ______________________________________________________________________
 DL0693* NAD 83(1997) POSITION- 33 24 38.63084(N) 093 44 39.06239(W)   ADJUSTED
 DL0693* NAVD 88 ORTHO HEIGHT -    71.    (meters)      233.    (feet) SCALED
 DL0693  ______________________________________________________________________
 DL0693  GEOID HEIGHT    -        -26.869 (meters)                     GEOID18
 DL0693  LAPLACE CORR    -          0.55  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0693.GEOID18 height accuracy estimate available here.
 DL0693
 DL0693.Click photographs - Photos may exist for this station.
 DL0693
 DL0693.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL0693
 DL0693. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999308  x   0.99997729  =   0.99997037
 DL0693!UTM  15      -   0.99999308  x   0.99965903  =   0.99965211
 DL0693
 DL0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS3080497069(NAD 83)
 DL0693
 DL0693                          SUPERSEDED SURVEY CONTROL
 DL0693
 DL0693  NAD 83(1993)-  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
 DL0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0693.See file dsdata.pdf to determine how the superseded data were derived.
 DL0693
 DL0693_MARKER: P = PIPE CAP
 DL0693_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0693_MARK LOGO: USACE
 DL0693_MAGNETIC: P = MARKER IS A STEEL PIPE
 DL0693_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0693
 DL0693  HISTORY     - Date     Condition        Report By
 DL0693  HISTORY     - 1951     MONUMENTED       USACE
 DL0693  HISTORY     - 1951     GOOD             CGS
 DL0693
 DL0693                          STATION DESCRIPTION
 DL0693
 DL0693'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1951
 DL0693'SEE STATION CRANK
 DL0693
 DL0693                          STATION RECOVERY (1951)
 DL0693
 DL0693'RECOVERY NOTE BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EH0961 ***********************************************************************
 EH0961  DESIGNATION -  BECKS RESET
 EH0961  PID         -  EH0961
 EH0961  STATE/COUNTY-  AR/ST FRANCIS
 EH0961  COUNTRY     -  US
 EH0961  USGS QUAD   -  HAYNES (2017)
 EH0961
 EH0961                         *CURRENT SURVEY CONTROL
 EH0961  ______________________________________________________________________
 EH0961* NAD 83(1997) POSITION- 34 59 03.88275(N) 090 51 54.76687(W)   ADJUSTED
 EH0961* NAVD 88 ORTHO HEIGHT -    67.067 (meters)      220.04  (feet) ADJUSTED
 EH0961  ______________________________________________________________________
 EH0961  GEOID HEIGHT    -        -26.887 (meters)                     GEOID18
 EH0961  LAPLACE CORR    -          0.07  (seconds)                    DEFLEC18
 EH0961  DYNAMIC HEIGHT  -         67.006 (meters)      219.84  (feet) COMP
 EH0961  MODELED GRAVITY -    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 and
 EH0961.adjusted by the NATIONAL GEODETIC SURVEY
 EH0961.in June 1991.
 EH0961
 EH0961.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0961.GEOID18 height accuracy estimate available here.
 EH0961
 EH0961.Click photographs - Photos may exist for this station.
 EH0961
 EH0961.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999369  x   0.99999035  =   0.99998404
 EH0961!UTM  15      -   0.99999369  x   1.00006797  =   1.00006166
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU9485573396(NAD 83)
 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(1995)-  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  USSD        -  34 59 03.73100(N)    090 51 54.10100(W) AD(       ) 3
 EH0961  NGVD 29 (11/26/84)   67.059  (m)          220.01   (f) ADJUSTED    1 2
 EH0961
 EH0961.Superseded values are not recommended for survey control.
 EH0961
 EH0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0961.See file dsdata.pdf to determine how the superseded data were derived.
 EH0961
 EH0961_MARKER: DS = TRIANGULATION STATION DISK
 EH0961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0961_STAMPING: BECKS 1916 1920 BM
 EH0961_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH0962 ***********************************************************************
 EH0962  DESIGNATION -  BECKS RM 1
 EH0962  PID         -  EH0962
 EH0962  STATE/COUNTY-  AR/ST FRANCIS
 EH0962  COUNTRY     -  US
 EH0962  USGS QUAD   -  HAYNES (2017)
 EH0962
 EH0962                         *CURRENT SURVEY CONTROL
 EH0962  ______________________________________________________________________
 EH0962* NAD 83(1986) POSITION- 34 59 03.92   (N) 090 51 55.44   (W)   HD_HELD1
 EH0962* NAVD 88 ORTHO HEIGHT -    66.274 (meters)      217.43  (feet) ADJUSTED
 EH0962  ______________________________________________________________________
 EH0962  GEOID HEIGHT    -        -26.887 (meters)                     GEOID18
 EH0962  DYNAMIC HEIGHT  -         66.213 (meters)      217.23  (feet) COMP
 EH0962  MODELED GRAVITY -    979,725.6   (mgal)                       NAVD 88
 EH0962
 EH0962  VERT ORDER      -  FIRST     CLASS II
 EH0962
 EH0962.The horizontal coordinates were determined by differentially corrected
 EH0962.hand held GPS observations or other comparable positioning techniques
 EH0962.and have an estimated accuracy of +/- 3 meters.
 EH0962
 EH0962.The orthometric height was determined by differential leveling and
 EH0962.adjusted by the NATIONAL GEODETIC SURVEY
 EH0962.in June 1991.
 EH0962
 EH0962.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0962.GEOID18 height accuracy estimate available here.
 EH0962
 EH0962.Click photographs - Photos may exist for this station.
 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     -    72,830.1     503,591.9     MT  (+/- 3 meters HH1 GPS) 
 EH0962
 EH0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU9483873397(NAD 83)
 EH0962
 EH0962                          SUPERSEDED SURVEY CONTROL
 EH0962
 EH0962  NGVD 29 (11/26/84)   66.266  (m)          217.41   (f) ADJUSTED    1 2
 EH0962
 EH0962.Superseded values are not recommended for survey control.
 EH0962
 EH0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0962.See file dsdata.pdf to determine how the superseded data were derived.
 EH0962
 EH0962_MARKER: DR = REFERENCE MARK DISK
 EH0962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0962_STAMPING: BECKS RM 1 1920-16 BM
 EH0962_MARK LOGO: CGS
 EH0962_PROJECTION: RECESSED 3 CENTIMETERS
 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'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 = MARCH 20, 2026 22:17:28 EDT
 EH0963 ***********************************************************************
 EH0963  DESIGNATION -  BECKS RM 2
 EH0963  PID         -  EH0963
 EH0963  STATE/COUNTY-  AR/ST FRANCIS
 EH0963  COUNTRY     -  US
 EH0963  USGS QUAD   -  HAYNES (2017)
 EH0963
 EH0963                         *CURRENT SURVEY CONTROL
 EH0963  ______________________________________________________________________
 EH0963* NAD 83(1986) POSITION- 34 59 05.09   (N) 090 51 51.26   (W)   HD_HELD1
 EH0963* NAVD 88 ORTHO HEIGHT -    65.766 (meters)      215.77  (feet) ADJUSTED
 EH0963  ______________________________________________________________________
 EH0963  GEOID HEIGHT    -        -26.888 (meters)                     GEOID18
 EH0963  DYNAMIC HEIGHT  -         65.706 (meters)      215.57  (feet) COMP
 EH0963  MODELED GRAVITY -    979,725.5   (mgal)                       NAVD 88
 EH0963
 EH0963  VERT ORDER      -  FIRST     CLASS II
 EH0963
 EH0963.The horizontal coordinates were determined by differentially corrected
 EH0963.hand held GPS observations or other comparable positioning techniques
 EH0963.and have an estimated accuracy of +/- 3 meters.
 EH0963
 EH0963.The orthometric height was determined by differential leveling and
 EH0963.adjusted by the NATIONAL GEODETIC SURVEY
 EH0963.in June 1991.
 EH0963
 EH0963.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0963.GEOID18 height accuracy estimate available here.
 EH0963
 EH0963.Click photographs - Photos may exist for this station.
 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     -    72,867.3     503,697.5     MT  (+/- 3 meters HH1 GPS) 
 EH0963
 EH0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU9494373435(NAD 83)
 EH0963
 EH0963                          SUPERSEDED SURVEY CONTROL
 EH0963
 EH0963  NGVD 29 (11/26/84)   65.758  (m)          215.74   (f) ADJUSTED    1 2
 EH0963
 EH0963.Superseded values are not recommended for survey control.
 EH0963
 EH0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0963.See file dsdata.pdf to determine how the superseded data were derived.
 EH0963
 EH0963_MARKER: DR = REFERENCE MARK DISK
 EH0963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0963_STAMPING: BECKS RM NO 2 1916 1920
 EH0963_MARK LOGO: CGS
 EH0963_PROJECTION: PROJECTING 5 CENTIMETERS
 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'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 = MARCH 20, 2026 22:17:28 EDT
 EK0885 ***********************************************************************
 EK0885  DESIGNATION -  BEE
 EK0885  PID         -  EK0885
 EK0885  STATE/COUNTY-  AR/POLK
 EK0885  COUNTRY     -  US
 EK0885  USGS QUAD   -  VANDERVOORT (2017)
 EK0885
 EK0885                         *CURRENT SURVEY CONTROL
 EK0885  ______________________________________________________________________
 EK0885* NAD 83(1997) POSITION- 34 29 25.72909(N) 094 15 31.50230(W)   ADJUSTED
 EK0885* NAVD 88 ORTHO HEIGHT -   589.    (meters)     1932.    (feet) SCALED
 EK0885  ______________________________________________________________________
 EK0885  GEOID HEIGHT    -        -29.732 (meters)                     GEOID18
 EK0885  LAPLACE CORR    -          5.07  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0885.GEOID18 height accuracy estimate available here.
 EK0885
 EK0885.Click photographs - Photos may exist for this station.
 EK0885
 EK0885.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0885
 EK0885. The following values were computed from the NAD 83(1997) position.
 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  =   0.99986227
 EK0885!UTM  15      -   0.99991220  x   0.99976464  =   0.99967686
 EK0885
 EK0885:                Primary Azimuth Mark                     Grid Az
 EK0885:SPC AR S     -  RICH MTN LOOKOUT TOWER                   343 43 59.1
 EK0885:UTM  15      -  RICH MTN LOOKOUT TOWER                   343 10 54.3
 EK0885
 EK0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU8442617260(NAD 83)
 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(1993)-  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
 EK0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0885.See file dsdata.pdf to determine how the superseded data were derived.
 EK0885
 EK0885_MARKER: DS = TRIANGULATION STATION DISK
 EK0885_SETTING: 66 = SET IN ROCK OUTCROP
 EK0885_STAMPING: BEE 1952
 EK0885_MARK LOGO: CGS
 EK0885_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EK0885+STABILITY: POSITION/ELEVATION WELL
 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 = MARCH 20, 2026 22:17:28 EDT
 EK0883 ***********************************************************************
 EK0883  DESIGNATION -  BEE MTN LOOKOUT TOWER
 EK0883  PID         -  EK0883
 EK0883  STATE/COUNTY-  AR/POLK
 EK0883  COUNTRY     -  US
 EK0883  USGS QUAD   -  VANDERVOORT (2017)
 EK0883
 EK0883                         *CURRENT SURVEY CONTROL
 EK0883  ______________________________________________________________________
 EK0883* NAD 83(1997) POSITION- 34 29 25.67178(N) 094 15 31.14201(W)   ADJUSTED
 EK0883  ______________________________________________________________________
 EK0883  GEOID HEIGHT    -        -29.731 (meters)                     GEOID18
 EK0883  LAPLACE CORR    -          5.08  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0883.GEOID18 height accuracy estimate available here.
 EK0883
 EK0883.Click photographs - Photos may exist for this station.
 EK0883
 EK0883.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0883
 EK0883. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU8443517258(NAD 83)
 EK0883
 EK0883                          SUPERSEDED SURVEY CONTROL
 EK0883
 EK0883  NAD 83(1993)-  34 29 25.67594(N)    094 15 31.14031(W) AD(       ) 3
 EK0883  NAD 83(1986)-  34 29 25.67886(N)    094 15 31.13533(W) AD(       ) 3
 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
 EK0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0883.See file dsdata.pdf to determine how the superseded data were derived.
 EK0883
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1861 ***********************************************************************
 FF1861  DESIGNATION -  BEEBE MUNICIPAL TANK
 FF1861  PID         -  FF1861
 FF1861  STATE/COUNTY-  AR/WHITE
 FF1861  COUNTRY     -  US
 FF1861  USGS QUAD   -  BEEBE (2017)
 FF1861
 FF1861                         *CURRENT SURVEY CONTROL
 FF1861  ______________________________________________________________________
 FF1861* NAD 83(1997) POSITION- 35 04 06.84142(N) 091 52 42.27603(W)   ADJUSTED
 FF1861  ______________________________________________________________________
 FF1861  GEOID HEIGHT    -        -27.311 (meters)                     GEOID18
 FF1861  LAPLACE CORR    -          0.52  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1861.GEOID18 height accuracy estimate available here.
 FF1861
 FF1861.Click photographs - Photos may exist for this station.
 FF1861
 FF1861.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1861
 FF1861. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU0226381222(NAD 83)
 FF1861
 FF1861                          SUPERSEDED SURVEY CONTROL
 FF1861
 FF1861  NAD 83(1986)-  35 04 06.84537(N)    091 52 42.27514(W) AD(       ) 3
 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
 FF1861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1861.See file dsdata.pdf to determine how the superseded data were derived.
 FF1861
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1427 ***********************************************************************
 DL1427  DESIGNATION -  BEECH
 DL1427  PID         -  DL1427
 DL1427  STATE/COUNTY-  AR/CLARK
 DL1427  COUNTRY     -  US
 DL1427  USGS QUAD   -  READER (2017)
 DL1427
 DL1427                         *CURRENT SURVEY CONTROL
 DL1427  ______________________________________________________________________
 DL1427* NAD 83(1997) POSITION- 33 48 49.39679(N) 093 02 47.16732(W)   ADJUSTED
 DL1427* NAVD 88 ORTHO HEIGHT -    50.13  (+/-2cm)      164.5   (feet) VERTCON3
 DL1427  ______________________________________________________________________
 DL1427  GEOID HEIGHT    -        -26.535 (meters)                     GEOID18
 DL1427  LAPLACE CORR    -          1.24  (seconds)                    DEFLEC18
 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
 DL1427.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1427.GEOID18 height accuracy estimate available here.
 DL1427
 DL1427.The vertical order pertains to the NGVD 29 superseded value.
 DL1427
 DL1427.Click photographs - Photos may exist for this station.
 DL1427
 DL1427.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1427
 DL1427. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 DL1427:SPC AR S     -  LACKLAND                                 252 27 38.6
 DL1427:UTM  15      -  LACKLAND                                 251 54 03.2
 DL1427
 DL1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT9570241503(NAD 83)
 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(1993)-  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              50.15   (m)          164.5    (f) LEVELING    3  
 DL1427
 DL1427.Superseded values are not recommended for survey control.
 DL1427
 DL1427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1427.See file dsdata.pdf to determine how the superseded data were derived.
 DL1427
 DL1427_MARKER: DS = TRIANGULATION STATION DISK
 DL1427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1427_STAMPING: BEECH 1957
 DL1427_MARK LOGO: CGS
 DL1427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1427+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1493 ***********************************************************************
 DL1493  DESIGNATION -  BEECH
 DL1493  PID         -  DL1493
 DL1493  STATE/COUNTY-  AR/COLUMBIA
 DL1493  COUNTRY     -  US
 DL1493  USGS QUAD   -  WALDO (2017)
 DL1493
 DL1493                         *CURRENT SURVEY CONTROL
 DL1493  ______________________________________________________________________
 DL1493* NAD 83(1997) POSITION- 33 22 23.74918(N) 093 21 44.31109(W)   ADJUSTED
 DL1493* NAVD 88 ORTHO HEIGHT -   123.    (meters)      404.    (feet) SCALED
 DL1493  ______________________________________________________________________
 DL1493  GEOID HEIGHT    -        -26.611 (meters)                     GEOID18
 DL1493  LAPLACE CORR    -          1.16  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1493.GEOID18 height accuracy estimate available here.
 DL1493
 DL1493.Click photographs - Photos may exist for this station.
 DL1493
 DL1493.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1493
 DL1493. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS6629792726(NAD 83)
 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(1993)-  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
 DL1493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1493.See file dsdata.pdf to determine how the superseded data were derived.
 DL1493
 DL1493_MARKER: DS = TRIANGULATION STATION DISK
 DL1493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1493_STAMPING: BEECH 1950
 DL1493_MARK LOGO: CGS
 DL1493_PROJECTION: FLUSH
 DL1493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1493+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1807 ***********************************************************************
 FF1807  DESIGNATION -  BEEDEVILLE
 FF1807  PID         -  FF1807
 FF1807  STATE/COUNTY-  AR/JACKSON
 FF1807  COUNTRY     -  US
 FF1807  USGS QUAD   -  BEEDEVILLE (2017)
 FF1807
 FF1807                         *CURRENT SURVEY CONTROL
 FF1807  ______________________________________________________________________
 FF1807* NAD 83(1997) POSITION- 35 25 30.68982(N) 091 06 38.18298(W)   ADJUSTED
 FF1807* NAVD 88 ORTHO HEIGHT -    67.    (meters)      220.    (feet) SCALED
 FF1807  ______________________________________________________________________
 FF1807  GEOID HEIGHT    -        -27.432 (meters)                     GEOID18
 FF1807  LAPLACE CORR    -          0.23  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1807.GEOID18 height accuracy estimate available here.
 FF1807
 FF1807.Click photographs - Photos may exist for this station.
 FF1807
 FF1807.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1807
 FF1807. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 FF1807:SPC AR N     -  BEEDEVILLE AZ MK                         192 45 59.2
 FF1807:UTM  15      -  BEEDEVILLE AZ MK                         192 11 18.7
 FF1807
 FF1807_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV7152321836(NAD 83)
 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
 FF1807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1807.See file dsdata.pdf to determine how the superseded data were derived.
 FF1807
 FF1807_MARKER: DS = TRIANGULATION STATION DISK
 FF1807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1807_STAMPING: BEEDEVILLE 1954
 FF1807_MARK LOGO: CGS
 FF1807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1807+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1949 ***********************************************************************
 FF1949  DESIGNATION -  BEEF
 FF1949  PID         -  FF1949
 FF1949  STATE/COUNTY-  AR/CRITTENDEN
 FF1949  COUNTRY     -  US
 FF1949  USGS QUAD   -  JERICHO (2017)
 FF1949
 FF1949                         *CURRENT SURVEY CONTROL
 FF1949  ______________________________________________________________________
 FF1949* NAD 83(1997) POSITION- 35 15 53.76465(N) 090 10 00.36654(W)   ADJUSTED
 FF1949* NAVD 88 ORTHO HEIGHT -    75.2   (meters)      247.    (feet) VERTCON3
 FF1949  ______________________________________________________________________
 FF1949  GEOID HEIGHT    -        -27.361 (meters)                     GEOID18
 FF1949  LAPLACE CORR    -          0.12  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1949.GEOID18 height accuracy estimate available here.
 FF1949
 FF1949.Click photographs - Photos may exist for this station.
 FF1949
 FF1949.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1949
 FF1949. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999249  x   0.99995137  =   0.99994386
 FF1949!SPC TN       -   0.99999249  x   0.99999740  =   0.99998989
 FF1949!UTM  15      -   0.99999249  x   1.00041873  =   1.00041122
 FF1949
 FF1949:                Primary Azimuth Mark                     Grid Az
 FF1949:SPC AR N     -  BEEF AZ MK                               147 31 38.3
 FF1949:SPC TN       -  BEEF AZ MK                               151 02 00.4
 FF1949:UTM  15      -  BEEF AZ MK                               146 57 26.5
 FF1949
 FF1949_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV5773606104(NAD 83)
 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(1995)-  35 15 53.76491(N)    090 10 00.36647(W) AD(       ) 1
 FF1949  NAD 83(1993)-  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
 FF1949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1949.See file dsdata.pdf to determine how the superseded data were derived.
 FF1949
 FF1949_MARKER: DH = HORIZONTAL CONTROL DISK
 FF1949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1949_STAMPING: BEEF 1979
 FF1949_MARK LOGO: NGS
 FF1949_PROJECTION: FLUSH
 FF1949_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FF1949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1949+STABILITY: SURFACE MOTION
 FF1949_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1949+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2012
 FF1949
 FF1949  HISTORY     - Date     Condition        Report By
 FF1949  HISTORY     - 1979     MONUMENTED       NGS
 FF1949  HISTORY     - 20120413 GOOD             USACE
 FF1949
 FF1949                          STATION DESCRIPTION
 FF1949
 FF1949'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 FF1949'THE STATION IS LOCATED ABOUT 13.3 KM NORTH OF WEST MEMPHIS, 6.4 KM
 FF1949'NORTHEAST OF MARION AND ON THE MAIN LEVEE ALONG THE WEST BANK OF THE
 FF1949'MISSISSIPPI RIVER.  PERMISSION FOR THE STATION WAS OBTAINED FROM MR.
 FF1949'BURRELL B. FAIR, CHIEF ENGINEER FOR THE ST FRANCIS LEVEE DISTRICT,
 FF1949'P.O. BOX 308, WEST MEMPHIS, AR 72301.  TELEPHONE NUMBER 501-735-1062.
 FF1949'
 FF1949'TO REACH THE STATION FROM THE JAMES MILL EXIT (EXIT 14) ON INTERSTATE
 FF1949'HIGHWAY 55, WHICH IS ABOUT 6.4 KM (4.0 MI) NORTH OF MARION, GO EAST OF
 FF1949'PAVED ROAD FOR 1.0 KM (0.6 MI) TO THE JUNCTION OF STATE ROUTE 77.
 FF1949'TURN RIGHT AND GO SOUTH-SOUTHEAST ON STATE HIGHWAY 77 FOR 1.8 KM
 FF1949'(1.1 MI) TO A PAVED SIDE ROAD LEFT (COUNTY ROAD 2)   TURN LEFT ACROSS
 FF1949'RAILROAD TRACKS AND GO EAST ON PAVED ROAD FOR 4.2 KM (2.6 MI) TO A
 FF1949'GRAVELED SIDE ROAD LEFT.  TURN LEFT AND GO NORTH ON GRAVELED ROAD FOR
 FF1949'1.8 KM (1.15 MI) TO A LOCKED GATE ON THE RIGHT.  TURN RIGHT, THRU
 FF1949'GATE, AND FOLLOW TRACK ROAD NORTHEAST FOR 0.3 KM (0.2 MI) TO TOP OF
 FF1949'LEVEE.  TURN RIGHT AND GO SOUTH ALONG TOP OF LEVEE FOR 0.2 KM (0.1 MI)
 FF1949'TO A SLIGHT CURVE AND THE STATION ON THE RIGHT.
 FF1949'
 FF1949'THE STATION IS A STANDARD NGS DISK STAMPED ---BEEF 1979---, SET INTO
 FF1949'THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH
 FF1949'GROUND.  IT IS LOCATED 4.7 METERS WEST FROM CENTER OF LEVEE ROAD AND
 FF1949'1.4 METERS NORTH FROM A METAL WITNESS POST.  THE UNDERGROUND MARK IS A
 FF1949'STANDARD NGS DISK STAMPED ---BEEF 1979---, SET INTO AN IRREGULAR MASS
 FF1949'OF CONCRETE 1 METER BELOW THE SURFACE.
 FF1949'
 FF1949'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK STAMPED
 FF1949'---BEEF NO 1 1979---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 FF1949'CM IN DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 3.7 METERS
 FF1949'NORTH-NORTHEAST FROM CENTER OF LEVEE ROAD AND 0.4 METER
 FF1949'NORTH-NORTHWEST FROM METAL WITNESS POST.  MARK IS ABOVE STATION 0.5
 FF1949'METER.
 FF1949'
 FF1949'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK STAMPED
 FF1949'---BEEF NO 2 1979---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 FF1949'CM IN DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 4.7 METERS WEST FROM
 FF1949'CENTER OF LEVEE ROAD AND 0.4 METER SOUTH-SOUTHEAST FROM METAL WITNESS
 FF1949'POST.  MARK IS LEVEL WITH STATION.
 FF1949'
 FF1949'AZIMUTH MARK NUMBER 1 IS A STANDARD NGS DISK STAMPED ---BEEF 1979---,
 FF1949'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH
 FF1949'WITH GROUND. IT IS LOCATED 4.2 METERS NORTHEAST FROM THE CENTER OF THE
 FF1949'LEVEE ROAD AND 0.4 METER NORTHWEST FROM A METAL WITNESS POST.  TO
 FF1949'REACH THE AZIMUTH MARK FROM THE STATION PROCEED SOUTHERLY ON THE LEVEE
 FF1949'FOR 0.65 KM TO THE MARK ON THE LEFT.
 FF1949'
 FF1949'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 33.6 METERS.
 FF1949
 FF1949                          STATION RECOVERY (2012)
 FF1949
 FF1949'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2012 (DLB)
 FF1949'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1952 ***********************************************************************
 FF1952  DESIGNATION -  BEEF AZ MK
 FF1952  PID         -  FF1952
 FF1952  STATE/COUNTY-  AR/CRITTENDEN
 FF1952  COUNTRY     -  US
 FF1952  USGS QUAD   -  JERICHO (2017)
 FF1952
 FF1952                         *CURRENT SURVEY CONTROL
 FF1952  ______________________________________________________________________
 FF1952* NAD 83(1997) POSITION- 35 15 42.18572(N) 090 09 51.74733(W)   ADJUSTED
 FF1952* NAVD 88 ORTHO HEIGHT -    75.0   (meters)      246.    (feet) VERTCON3
 FF1952  ______________________________________________________________________
 FF1952  GEOID HEIGHT    -        -27.359 (meters)                     GEOID18
 FF1952  LAPLACE CORR    -          0.12  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1952.GEOID18 height accuracy estimate available here.
 FF1952
 FF1952.Click photographs - Photos may exist for this station.
 FF1952
 FF1952.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1952
 FF1952. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999252  x   0.99995168  =   0.99994420
 FF1952!SPC TN       -   0.99999252  x   0.99999795  =   0.99999047
 FF1952!UTM  15      -   0.99999252  x   1.00042018  =   1.00041270
 FF1952
 FF1952_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV5796405754(NAD 83)
 FF1952
 FF1952                          SUPERSEDED SURVEY CONTROL
 FF1952
 FF1952  NAD 83(1995)-  35 15 42.18597(N)    090 09 51.74726(W) AD(       ) 2
 FF1952  NAD 83(1993)-  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
 FF1952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1952.See file dsdata.pdf to determine how the superseded data were derived.
 FF1952
 FF1952_MARKER: DZ = AZIMUTH MARK DISK
 FF1952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1952_STAMPING: BEEF 1979
 FF1952_MARK LOGO: NGS
 FF1952_PROJECTION: FLUSH
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1852 ***********************************************************************
 FG1852  DESIGNATION -  BELL
 FG1852  PID         -  FG1852
 FG1852  STATE/COUNTY-  AR/YELL
 FG1852  COUNTRY     -  US
 FG1852  USGS QUAD   -  DANVILLE (2017)
 FG1852
 FG1852                         *CURRENT SURVEY CONTROL
 FG1852  ______________________________________________________________________
 FG1852* NAD 83(1997) POSITION- 35 06 34.73531(N) 093 27 01.06953(W)   ADJUSTED
 FG1852* NAVD 88 ORTHO HEIGHT -   122.    (meters)      400.    (feet) SCALED
 FG1852  ______________________________________________________________________
 FG1852  GEOID HEIGHT    -        -29.670 (meters)                     GEOID18
 FG1852  LAPLACE CORR    -          1.76  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1852.GEOID18 height accuracy estimate available here.
 FG1852
 FG1852.Click photographs - Photos may exist for this station.
 FG1852
 FG1852.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1852
 FG1852. The following values were computed from the NAD 83(1997) position.
 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  =   0.99960626
 FG1852
 FG1852:                Primary Azimuth Mark                     Grid Az
 FG1852:SPC AR N     -  BELL AZ MK                               359 10 32.4
 FG1852:UTM  15      -  BELL AZ MK                               358 35 26.7
 FG1852
 FG1852_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU5896485295(NAD 83)
 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(1993)-  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
 FG1852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1852.See file dsdata.pdf to determine how the superseded data were derived.
 FG1852
 FG1852_MARKER: DS = TRIANGULATION STATION DISK
 FG1852_SETTING: 80 = SET IN A BOULDER
 FG1852_STAMPING: BELL 1940
 FG1852_MARK LOGO: CGS
 FG1852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1852+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0710 ***********************************************************************
 GF0710  DESIGNATION -  BELL
 GF0710  PID         -  GF0710
 GF0710  STATE/COUNTY-  AR/SEARCY
 GF0710  COUNTRY     -  US
 GF0710  USGS QUAD   -  SAINT JOE (2017)
 GF0710
 GF0710                         *CURRENT SURVEY CONTROL
 GF0710  ______________________________________________________________________
 GF0710* NAD 83(1997) POSITION- 36 03 11.89061(N) 092 49 25.73034(W)   ADJUSTED
 GF0710* NAVD 88 ORTHO HEIGHT -   389.    (meters)     1276.    (feet) SCALED
 GF0710  ______________________________________________________________________
 GF0710  GEOID HEIGHT    -        -28.336 (meters)                     GEOID18
 GF0710  LAPLACE CORR    -         -0.27  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0710.GEOID18 height accuracy estimate available here.
 GF0710
 GF0710.Click photographs - Photos may exist for this station.
 GF0710
 GF0710.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0710
 GF0710. The following values were computed from the NAD 83(1997) position.
 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     -   0.99994338  x   0.99996936  =   0.99991274
 GF0710!UTM  15      -   0.99994338  x   0.99960310  =   0.99954650
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV1586889874(NAD 83)
 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
 GF0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0710.See file dsdata.pdf to determine how the superseded data were derived.
 GF0710
 GF0710_MARKER: DS = TRIANGULATION STATION DISK
 GF0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0710_STAMPING: BELL 1953
 GF0710_MARK LOGO: CGS
 GF0710_PROJECTION: FLUSH
 GF0710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0710+STABILITY: SURFACE MOTION
 GF0710_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GF0710+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2016
 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  HISTORY     - 20160415 GOOD             ARHD
 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.
 GF0710
 GF0710                          STATION RECOVERY (2016)
 GF0710
 GF0710'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (BAB)
 GF0710'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0248 ***********************************************************************
 DL0248  DESIGNATION -  BELL FIELD BOLT
 DL0248  PID         -  DL0248
 DL0248  STATE/COUNTY-  AR/UNION
 DL0248  COUNTRY     -  US
 DL0248  USGS QUAD   -  CALION (2017)
 DL0248
 DL0248                         *CURRENT SURVEY CONTROL
 DL0248  ______________________________________________________________________
 DL0248* NAD 83(1986) POSITION- 33 19 37.     (N) 092 30 03.     (W)   SCALED
 DL0248* NAVD 88 ORTHO HEIGHT -    24.635 (meters)       80.82  (feet) ADJUSTED
 DL0248  ______________________________________________________________________
 DL0248  GEOID HEIGHT    -        -26.278 (meters)                     GEOID18
 DL0248  DYNAMIC HEIGHT  -         24.608 (meters)       80.73  (feet) COMP
 DL0248  MODELED GRAVITY -    979,577.9   (mgal)                       NAVD 88
 DL0248
 DL0248  VERT ORDER      -  SECOND    CLASS 0
 DL0248
 DL0248.The horizontal coordinates were scaled from a map and have
 DL0248.an estimated accuracy of +/- 6 seconds.
 DL0248
 DL0248.The orthometric height was determined by differential leveling and
 DL0248.adjusted by the NATIONAL GEODETIC SURVEY
 DL0248.in June 1991.
 DL0248
 DL0248.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0248.GEOID18 height accuracy estimate available here.
 DL0248
 DL0248.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS464876(NAD 83)
 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
 DL0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0248.See file dsdata.pdf to determine how the superseded data were derived.
 DL0248
 DL0248_MARKER: B = BOLT
 DL0248_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL0248_SP_SET: UNDERGROUND STONE
 DL0248_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0248
 DL0248  HISTORY     - Date     Condition        Report By
 DL0248  HISTORY     - UNK      MONUMENTED       USACE
 DL0248  HISTORY     - 1960     MARK NOT FOUND   CGS
 DL0248
 DL0248                          STATION DESCRIPTION
 DL0248
 DL0248'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 GG0607 ***********************************************************************
 GG0607  DESIGNATION -  BELLA
 GG0607  PID         -  GG0607
 GG0607  STATE/COUNTY-  AR/BENTON
 GG0607  COUNTRY     -  US
 GG0607  USGS QUAD   -  BENTONVILLE NORTH (2017)
 GG0607
 GG0607                         *CURRENT SURVEY CONTROL
 GG0607  ______________________________________________________________________
 GG0607* NAD 83(1997) POSITION- 36 26 24.44202(N) 094 14 57.59417(W)   ADJUSTED
 GG0607* NAVD 88 ORTHO HEIGHT -   403.    (meters)     1322.    (feet) SCALED
 GG0607  ______________________________________________________________________
 GG0607  GEOID HEIGHT    -        -28.196 (meters)                     GEOID18
 GG0607  LAPLACE CORR    -         -0.87  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0607.GEOID18 height accuracy estimate available here.
 GG0607
 GG0607.Click photographs - Photos may exist for this station.
 GG0607
 GG0607.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0607
 GG0607. The following values were computed from the NAD 83(1997) position.
 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  =   0.99988856
 GG0607!UTM  15      -   0.99994116  x   0.99975447  =   0.99969565
 GG0607
 GG0607:                Primary Azimuth Mark                     Grid Az
 GG0607:SPC AR N     -  BELLA AZ MK                              171 56 17.4
 GG0607:SPC MO W     -  BELLA AZ MK                              170 28 49.4
 GG0607:UTM  15      -  BELLA AZ MK                              171 22 17.2
 GG0607
 GG0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA8802733491(NAD 83)
 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(1993)-  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
 GG0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0607.See file dsdata.pdf to determine how the superseded data were derived.
 GG0607
 GG0607_MARKER: DS = TRIANGULATION STATION DISK
 GG0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0607_STAMPING: BELLA 1961
 GG0607_MARK LOGO: CGS
 GG0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0607+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0803 ***********************************************************************
 GF0803  DESIGNATION -  BELLEFONTE
 GF0803  PID         -  GF0803
 GF0803  STATE/COUNTY-  AR/BOONE
 GF0803  COUNTRY     -  US
 GF0803  USGS QUAD   -  HARRISON (2017)
 GF0803
 GF0803                         *CURRENT SURVEY CONTROL
 GF0803  ______________________________________________________________________
 GF0803* NAD 83(1997) POSITION- 36 11 19.66330(N) 093 01 47.44189(W)   ADJUSTED
 GF0803* NAVD 88 ORTHO HEIGHT -   355.    (meters)     1165.    (feet) SCALED
 GF0803  ______________________________________________________________________
 GF0803  GEOID HEIGHT    -        -28.285 (meters)                     GEOID18
 GF0803  LAPLACE CORR    -         -0.66  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0803.GEOID18 height accuracy estimate available here.
 GF0803
 GF0803.Click photographs - Photos may exist for this station.
 GF0803
 GF0803.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0803
 GF0803. The following values were computed from the NAD 83(1997) position.
 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     -   0.99994871  x   0.99999150  =   0.99994021
 GF0803!UTM  15      -   0.99994871  x   0.99960009  =   0.99954882
 GF0803
 GF0803:                Primary Azimuth Mark                     Grid Az
 GF0803:SPC AR N     -  BELLEFONTE AZ MK                         359 21 15.8
 GF0803:UTM  15      -  BELLEFONTE AZ MK                         358 46 21.8
 GF0803
 GF0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA9731604889(NAD 83)
 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
 GF0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0803.See file dsdata.pdf to determine how the superseded data were derived.
 GF0803
 GF0803_MARKER: DS = TRIANGULATION STATION DISK
 GF0803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0803_STAMPING: BELLEFONTE 1954
 GF0803_MARK LOGO: CGS
 GF0803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0803+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0804 ***********************************************************************
 GF0804  DESIGNATION -  BELLEFONTE 2
 GF0804  PID         -  GF0804
 GF0804  STATE/COUNTY-  AR/BOONE
 GF0804  COUNTRY     -  US
 GF0804  USGS QUAD   -  HARRISON (2017)
 GF0804
 GF0804                         *CURRENT SURVEY CONTROL
 GF0804  ______________________________________________________________________
 GF0804* NAD 83(1997) POSITION- 36 11 19.50903(N) 093 01 47.74498(W)   NO CHECK
 GF0804* NAD 83(1997) ELLIP HT-   326.082 (meters)        (09/24/01)   NO CHECK
 GF0804* NAVD 88 ORTHO HEIGHT -   354.3   (meters)     1162.    (feet) VERTCON3
 GF0804  ______________________________________________________________________
 GF0804  GEOID HEIGHT    -        -28.285 (meters)                     GEOID18
 GF0804  NAD 83(1997) X  -   -272,424.000 (meters)                     COMP
 GF0804  NAD 83(1997) Y  - -5,146,718.543 (meters)                     COMP
 GF0804  NAD 83(1997) Z  -  3,745,308.051 (meters)                     COMP
 GF0804  LAPLACE CORR    -         -0.66  (seconds)                    DEFLEC18
 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
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0804.GEOID18 height accuracy estimate available here.
 GF0804
 GF0804.Click photographs - Photos may exist for this station.
 GF0804
 GF0804.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GF0804
 GF0804.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0804
 GF0804.The ellipsoidal height was determined by GPS observations
 GF0804.and is referenced to NAD 83.
 GF0804
 GF0804. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 GF0804:SPC AR N     -  BELLEFONTE AZ MK                         000 01 12.8
 GF0804:UTM  15      -  BELLEFONTE AZ MK                         359 26 18.9
 GF0804
 GF0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA9730804884(NAD 83)
 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)  326.054  (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)  RAPSU86  model used  GPS OBS        
 GF0804
 GF0804.Superseded values are not recommended for survey control.
 GF0804
 GF0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0804.See file dsdata.pdf to determine how the superseded data were derived.
 GF0804
 GF0804_MARKER: DS = TRIANGULATION STATION DISK
 GF0804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = MARCH 20, 2026 22:17:28 EDT
 DM1169 ***********************************************************************
 DM1169  DESIGNATION -  BELLVILLE
 DM1169  PID         -  DM1169
 DM1169  STATE/COUNTY-  AR/SEVIER
 DM1169  COUNTRY     -  US
 DM1169  USGS QUAD   -  LOCKESBURG (2017)
 DM1169
 DM1169                         *CURRENT SURVEY CONTROL
 DM1169  ______________________________________________________________________
 DM1169* NAD 83(1997) POSITION- 33 56 11.24824(N) 094 10 29.69084(W)   ADJUSTED
 DM1169* NAVD 88 ORTHO HEIGHT -   114.    (meters)      374.    (feet) SCALED
 DM1169  ______________________________________________________________________
 DM1169  GEOID HEIGHT    -        -27.485 (meters)                     GEOID18
 DM1169  LAPLACE CORR    -          1.11  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1169.GEOID18 height accuracy estimate available here.
 DM1169
 DM1169.Click photographs - Photos may exist for this station.
 DM1169
 DM1169.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM1169
 DM1169. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 DM1169:SPC AR S     -  DE QUEEN                                 293 58 27.5
 DM1169:UTM  15      -  DE QUEEN                                 293 24 46.9
 DM1169
 DM1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT9141555732(NAD 83)
 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(1993)-  33 56 11.25213(N)    094 10 29.68811(W) AD(       ) 3
 DM1169  NAD 83(1993)-  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
 DM1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1169.See file dsdata.pdf to determine how the superseded data were derived.
 DM1169
 DM1169_MARKER: DS = TRIANGULATION STATION DISK
 DM1169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1169_STAMPING: BELLVILLE 1951
 DM1169_MARK LOGO: CGS
 DM1169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1169+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1553 ***********************************************************************
 DL1553  DESIGNATION -  BELTON
 DL1553  PID         -  DL1553
 DL1553  STATE/COUNTY-  AR/HEMPSTEAD
 DL1553  COUNTRY     -  US
 DL1553  USGS QUAD   -  MCCASKILL (2017)
 DL1553
 DL1553                         *CURRENT SURVEY CONTROL
 DL1553  ______________________________________________________________________
 DL1553* NAD 83(1997) POSITION- 33 57 57.75739(N) 093 41 27.79029(W)   ADJUSTED
 DL1553* NAVD 88 ORTHO HEIGHT -   158.3   (meters)      519.    (feet) VERTCON3
 DL1553  ______________________________________________________________________
 DL1553  GEOID HEIGHT    -        -27.162 (meters)                     GEOID18
 DL1553  LAPLACE CORR    -          0.67  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1553.GEOID18 height accuracy estimate available here.
 DL1553
 DL1553.Click photographs - Photos may exist for this station.
 DL1553
 DL1553.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1553
 DL1553. The following values were computed from the NAD 83(1997) position.
 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  =   0.99989860
 DL1553!UTM  15      -   0.99997941  x   0.99965024  =   0.99962966
 DL1553
 DL1553:                Primary Azimuth Mark                     Grid Az
 DL1553:SPC AR S     -  BELTON AZ MK                             189 34 40.0
 DL1553:UTM  15      -  BELTON AZ MK                             189 01 02.7
 DL1553
 DL1553_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT3615658606(NAD 83)
 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(1993)-  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
 DL1553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1553.See file dsdata.pdf to determine how the superseded data were derived.
 DL1553
 DL1553_MARKER: DS = TRIANGULATION STATION DISK
 DL1553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1553_STAMPING: BELTON 1957
 DL1553_MARK LOGO: CGS
 DL1553_PROJECTION: FLUSH
 DL1553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1553+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1552 ***********************************************************************
 DL1552  DESIGNATION -  BELTON RM 2
 DL1552  PID         -  DL1552
 DL1552  STATE/COUNTY-  AR/HEMPSTEAD
 DL1552  COUNTRY     -  US
 DL1552  USGS QUAD   -  MCCASKILL (2017)
 DL1552
 DL1552                         *CURRENT SURVEY CONTROL
 DL1552  ______________________________________________________________________
 DL1552* NAD 83(1997) POSITION- 33 57 57.75322(N) 093 41 28.52191(W)   ADJUSTED
 DL1552* NAVD 88 ORTHO HEIGHT -   158.    (meters)      518.    (feet) SCALED
 DL1552  ______________________________________________________________________
 DL1552  GEOID HEIGHT    -        -27.162 (meters)                     GEOID18
 DL1552  LAPLACE CORR    -          0.67  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1552.GEOID18 height accuracy estimate available here.
 DL1552
 DL1552.Click photographs - Photos may exist for this station.
 DL1552
 DL1552.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1552
 DL1552. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT3613858606(NAD 83)
 DL1552
 DL1552                          SUPERSEDED SURVEY CONTROL
 DL1552
 DL1552  NAD 83(1993)-  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
 DL1552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1552.See file dsdata.pdf to determine how the superseded data were derived.
 DL1552
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0867 ***********************************************************************
 EJ0867  DESIGNATION -  BEN
 EJ0867  PID         -  EJ0867
 EJ0867  STATE/COUNTY-  AR/SALINE
 EJ0867  COUNTRY     -  US
 EJ0867  USGS QUAD   -  BENTON (2017)
 EJ0867
 EJ0867                         *CURRENT SURVEY CONTROL
 EJ0867  ______________________________________________________________________
 EJ0867* NAD 83(1986) POSITION- 34 33 52.     (N) 092 35 14.     (W)   SCALED
 EJ0867* NAVD 88 ORTHO HEIGHT -   127.072 (meters)      416.90  (feet) ADJUSTED
 EJ0867  ______________________________________________________________________
 EJ0867  GEOID HEIGHT    -        -26.408 (meters)                     GEOID18
 EJ0867  DYNAMIC HEIGHT  -        126.954 (meters)      416.51  (feet) COMP
 EJ0867  MODELED GRAVITY -    979,702.6   (mgal)                       NAVD 88
 EJ0867
 EJ0867  VERT ORDER      -  SECOND    CLASS 0
 EJ0867
 EJ0867.The horizontal coordinates were scaled from a map and have
 EJ0867.an estimated accuracy of +/- 6 seconds.
 EJ0867
 EJ0867.The orthometric height was determined by differential leveling and
 EJ0867.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0867.in June 1991.
 EJ0867
 EJ0867.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0867.GEOID18 height accuracy estimate available here.
 EJ0867
 EJ0867.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU378248(NAD 83)
 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
 EJ0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0867.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0867
 EJ0867_MARKER: DB = BENCH MARK DISK
 EJ0867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0867_STAMPING: BEN 1935
 EJ0867_MARK LOGO: CGS
 EJ0867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0867+STABILITY: SURFACE MOTION
 EJ0867
 EJ0867  HISTORY     - Date     Condition        Report By
 EJ0867  HISTORY     - 1935     MONUMENTED       CGS
 EJ0867  HISTORY     - 1936     GOOD             CGS
 EJ0867  HISTORY     - 1973     MARK NOT FOUND   USGS
 EJ0867  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ0867
 EJ0867                          STATION DESCRIPTION
 EJ0867
 EJ0867'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FF1885 ***********************************************************************
 FF1885  DESIGNATION -  BEN
 FF1885  PID         -  FF1885
 FF1885  STATE/COUNTY-  AR/STONE
 FF1885  COUNTRY     -  US
 FF1885  USGS QUAD   -  DRASCO (2017)
 FF1885
 FF1885                         *CURRENT SURVEY CONTROL
 FF1885  ______________________________________________________________________
 FF1885* NAD 83(1997) POSITION- 35 42 36.63539(N) 091 56 13.33028(W)   ADJUSTED
 FF1885* NAVD 88 ORTHO HEIGHT -   373.    (meters)     1224.    (feet) SCALED
 FF1885  ______________________________________________________________________
 FF1885  GEOID HEIGHT    -        -27.420 (meters)                     GEOID18
 FF1885  LAPLACE CORR    -         -0.08  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1885.GEOID18 height accuracy estimate available here.
 FF1885
 FF1885.Click photographs - Photos may exist for this station.
 FF1885
 FF1885.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1885
 FF1885. The following values were computed from the NAD 83(1997) position.
 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     -   0.99994575  x   0.99993834  =   0.99988409
 FF1885!UTM  15      -   0.99994575  x   0.99971393  =   0.99965969
 FF1885
 FF1885:                Primary Azimuth Mark                     Grid Az
 FF1885:SPC AR N     -  BEN RM 3 AZIMUTH                         203 08 35.7
 FF1885:UTM  15      -  BEN RM 3 AZIMUTH                         202 33 33.9
 FF1885
 FF1885_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV9615352324(NAD 83)
 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
 FF1885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1885.See file dsdata.pdf to determine how the superseded data were derived.
 FF1885
 FF1885_MARKER: DS = TRIANGULATION STATION DISK
 FF1885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1885_STAMPING: BEN 1954
 FF1885_MARK LOGO: CGS
 FF1885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1885+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1331 ***********************************************************************
 DL1331  DESIGNATION -  BEND
 DL1331  PID         -  DL1331
 DL1331  STATE/COUNTY-  AR/UNION
 DL1331  COUNTRY     -  US
 DL1331  USGS QUAD   -  URBANA (2017)
 DL1331
 DL1331                         *CURRENT SURVEY CONTROL
 DL1331  ______________________________________________________________________
 DL1331* NAD 83(1997) POSITION- 33 07 38.84977(N) 092 24 29.01730(W)   ADJUSTED
 DL1331* NAVD 88 ORTHO HEIGHT -    50.    (meters)      164.    (feet) SCALED
 DL1331  ______________________________________________________________________
 DL1331  GEOID HEIGHT    -        -26.198 (meters)                     GEOID18
 DL1331  LAPLACE CORR    -          0.34  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1331.GEOID18 height accuracy estimate available here.
 DL1331
 DL1331.Click photographs - Photos may exist for this station.
 DL1331
 DL1331.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1331
 DL1331. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999627  x   1.00004273  =   1.00003900
 DL1331!SPC LA N     -   0.99999627  x   1.00013759  =   1.00013386
 DL1331!UTM  15      -   0.99999627  x   0.99963759  =   0.99963387
 DL1331
 DL1331:                Primary Azimuth Mark                     Grid Az
 DL1331:SPC AR S     -  TAUNTON                                  151 21 38.4
 DL1331:SPC LA N     -  TAUNTON                                  151 05 01.2
 DL1331:UTM  15      -  TAUNTON                                  150 48 31.6
 DL1331
 DL1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS5521765573(NAD 83)
 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(1993)-  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
 DL1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1331.See file dsdata.pdf to determine how the superseded data were derived.
 DL1331
 DL1331_MARKER: DS = TRIANGULATION STATION DISK
 DL1331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1331_STAMPING: BEND 1952
 DL1331_MARK LOGO: CGS
 DL1331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1331+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DQ6428 ***********************************************************************
 DQ6428  DESIGNATION -  BENJAMIN
 DQ6428  PID         -  DQ6428
 DQ6428  STATE/COUNTY-  AR/PIKE
 DQ6428  COUNTRY     -  US
 DQ6428  USGS QUAD   -  GLENWOOD (2017)
 DQ6428
 DQ6428                         *CURRENT SURVEY CONTROL
 DQ6428  ______________________________________________________________________
 DQ6428* NAD 83(1986) POSITION- 34 18 49.19   (N) 093 32 06.25   (W)   HD_HELD1
 DQ6428* NAVD 88 ORTHO HEIGHT -   171.636 (meters)      563.11  (feet) ADJUSTED
 DQ6428  ______________________________________________________________________
 DQ6428  GEOID HEIGHT    -        -27.712 (meters)                     GEOID18
 DQ6428  DYNAMIC HEIGHT  -        171.463 (meters)      562.54  (feet) COMP
 DQ6428  MODELED GRAVITY -    979,619.9   (mgal)                       NAVD 88
 DQ6428
 DQ6428  VERT ORDER      -  SECOND    CLASS I
 DQ6428
 DQ6428.The horizontal coordinates were determined by differentially corrected
 DQ6428.hand held GPS observations or other comparable positioning techniques
 DQ6428.and have an estimated accuracy of +/- 3 meters.
 DQ6428
 DQ6428.The orthometric height was determined by differential leveling and
 DQ6428.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6428.in October 2017.
 DQ6428
 DQ6428.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6428.GEOID18 height accuracy estimate available here.
 DQ6428
 DQ6428.Click photographs - Photos may exist for this station.
 DQ6428
 DQ6428.The dynamic height is computed by dividing the NAVD 88
 DQ6428.geopotential number by the normal gravity value computed on the
 DQ6428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6428.degrees latitude (g = 980.6199 gals.).
 DQ6428
 DQ6428.The modeled gravity was interpolated from observed gravity values.
 DQ6428
 DQ6428;                    North         East    Units  Estimated Accuracy
 DQ6428;SPC AR S     -   583,732.6     258,721.5     MT  (+/- 3 meters HH1 GPS) 
 DQ6428
 DQ6428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT5076997064(NAD 83)
 DQ6428
 DQ6428                          SUPERSEDED SURVEY CONTROL
 DQ6428
 DQ6428.No superseded survey control is available for this station.
 DQ6428
 DQ6428_MARKER: DH = HORIZONTAL CONTROL DISK
 DQ6428_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ6428_SP_SET: RETAINING WALL
 DQ6428_STAMPING: BENJAMIN 2017
 DQ6428_MARK LOGO: NGS
 DQ6428_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ6428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ6428+STABILITY: SURFACE MOTION
 DQ6428_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6428+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2017
 DQ6428
 DQ6428  HISTORY     - Date     Condition        Report By
 DQ6428  HISTORY     - 20170913 MONUMENTED       ARHD
 DQ6428
 DQ6428                          STATION DESCRIPTION
 DQ6428
 DQ6428'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2017 (JDH)
 DQ6428'THE STATION IS LOCATED ABOUT 7.6 MI (12.2 KM) SOUTHEAST OF CADDO GAP,
 DQ6428'5.4 MI (8.7 KM) NORTHWEST OF AMITY AND 1.3 MI (2.1 KM) SOUTHEAST OF
 DQ6428'GLENWOOD.  OWNERSHIP--AGFC.
 DQ6428'
 DQ6428'TO REACH FROM THE INTERSECTION OF US HIGHWAY 70 AND STATE HIGHWAY 8,
 DQ6428'GO EAST ON HIGHWAY 8 FOR 1.1 MI (1.8 KM) TO INDUSTRIAL PARK COUNTY
 DQ6428'ROAD.  TURN LEFT ON INDUSTRIAL PARK ROAD AND GO FOR 0.15 MI (0.24 KM)
 DQ6428'TO DERBY LAKE COUNTY ROAD.  TURN RIGHT ON DERBY LAKE ROAD AND THEN
 DQ6428'TURN LEFT ON A PAVED CIRCLE DRIVE AND GO FOR 0.1 MI (0.2 KM) TO THE
 DQ6428'NORTHEAST CORNER OF THE AGFC LAKE TO THE STATION ON THE LEFT, IN THE
 DQ6428'SOUTHEAST RETAINING WALL.
 DQ6428'
 DQ6428'IT IS 43 FT (13.1 M) SOUTH OF AN ASPHALT DRIVE CENTERLINE, 8 FT (2.4
 DQ6428'M) WEST OF THE CENTER OF A PAVED WALKING TRAIL AND 4 FT (1.2 M) WEST
 DQ6428'OF THE SOUTHEAST CORNER OF THE OVERFLOW WOOD BRIDGE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1720 ***********************************************************************
 FG1720  DESIGNATION -  BENNETT
 FG1720  PID         -  FG1720
 FG1720  STATE/COUNTY-  AR/FAULKNER
 FG1720  COUNTRY     -  US
 FG1720  USGS QUAD   -  GUY (2017)
 FG1720
 FG1720                         *CURRENT SURVEY CONTROL
 FG1720  ______________________________________________________________________
 FG1720* NAD 83(1997) POSITION- 35 16 59.19149(N) 092 17 56.22251(W)   ADJUSTED
 FG1720* NAVD 88 ORTHO HEIGHT -   201.    (meters)      659.    (feet) SCALED
 FG1720  ______________________________________________________________________
 FG1720  GEOID HEIGHT    -        -27.869 (meters)                     GEOID18
 FG1720  LAPLACE CORR    -          2.04  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1720.GEOID18 height accuracy estimate available here.
 FG1720
 FG1720.Click photographs - Photos may exist for this station.
 FG1720
 FG1720.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1720
 FG1720. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 FG1720:SPC AR N     -  BUFFALO                                  047 48 54.5
 FG1720:UTM  15      -  BUFFALO                                  047 14 10.4
 FG1720
 FG1720_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV6375104664(NAD 83)
 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
 FG1720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1720.See file dsdata.pdf to determine how the superseded data were derived.
 FG1720
 FG1720_MARKER: DS = TRIANGULATION STATION DISK
 FG1720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1720_STAMPING: BENNETT 1940
 FG1720_MARK LOGO: CGS
 FG1720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1720+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0866 ***********************************************************************
 GF0866  DESIGNATION -  BENSON
 GF0866  PID         -  GF0866
 GF0866  STATE/COUNTY-  AR/WASHINGTON
 GF0866  COUNTRY     -  US
 GF0866  USGS QUAD   -  GOSHEN (2017)
 GF0866
 GF0866                         *CURRENT SURVEY CONTROL
 GF0866  ______________________________________________________________________
 GF0866* NAD 83(1997) POSITION- 36 06 23.95148(N) 093 56 39.40939(W)   ADJUSTED
 GF0866* NAVD 88 ORTHO HEIGHT -   496.0   (meters)     1627.    (feet) VERTCON3
 GF0866  ______________________________________________________________________
 GF0866  GEOID HEIGHT    -        -28.003 (meters)                     GEOID18
 GF0866  LAPLACE CORR    -         -0.01  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0866.GEOID18 height accuracy estimate available here.
 GF0866
 GF0866.Click photographs - Photos may exist for this station.
 GF0866
 GF0866.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0866
 GF0866. The following values were computed from the NAD 83(1997) position.
 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     -   0.99992655  x   0.99997741  =   0.99990396
 GF0866!UTM  15      -   0.99992655  x   0.99968901  =   0.99961558
 GF0866
 GF0866:                Primary Azimuth Mark                     Grid Az
 GF0866:SPC AR N     -  NELSON                                   191 44 32.9
 GF0866:UTM  15      -  NELSON                                   191 10 03.3
 GF0866
 GF0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV1500796190(NAD 83)
 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(1993)-  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
 GF0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0866.See file dsdata.pdf to determine how the superseded data were derived.
 GF0866
 GF0866_MARKER: DS = TRIANGULATION STATION DISK
 GF0866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0866_STAMPING: BENSON 1971
 GF0866_MARK LOGO: CGS
 GF0866_PROJECTION: RECESSED 46 CENTIMETERS
 GF0866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0866+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DR3326 ***********************************************************************
 DR3326  HT_MOD      -  This is a Height Modernization Survey Station.
 DR3326  DESIGNATION -  BENT CENTRAL
 DR3326  PID         -  DR3326
 DR3326  STATE/COUNTY-  AR/BENTON
 DR3326  COUNTRY     -  US
 DR3326  USGS QUAD   -  BENTONVILLE SOUTH (2017)
 DR3326
 DR3326                         *CURRENT SURVEY CONTROL
 DR3326  ______________________________________________________________________
 DR3326* NAD 83(2011) POSITION- 36 20 21.27603(N) 094 12 58.67205(W)   ADJUSTED
 DR3326* NAD 83(2011) ELLIP HT-   365.580 (meters)        (11/15/19)   ADJUSTED
 DR3326* NAD 83(2011) EPOCH   -  2010.00
 DR3326* NAVD 88 ORTHO HEIGHT -   393.74  (meters)     1291.8   (feet) GPS OBS
 DR3326  ______________________________________________________________________
 DR3326  GEOID HEIGHT    -        -28.149 (meters)                     GEOID18
 DR3326  NAD 83(2011) X  -   -378,202.224 (meters)                     COMP
 DR3326  NAD 83(2011) Y  - -5,130,155.223 (meters)                     COMP
 DR3326  NAD 83(2011) Z  -  3,758,796.588 (meters)                     COMP
 DR3326  LAPLACE CORR    -         -0.12  (seconds)                    DEFLEC18
 DR3326
 DR3326  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR3326  Standards:
 DR3326         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR3326            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR3326  -------------------------------------------------------------------
 DR3326  NETWORK    0.85   2.41           0.38   0.31   1.23     -0.14080725
 DR3326  -------------------------------------------------------------------
 DR3326  Click here for local accuracies and other accuracy information.
 DR3326
 DR3326.The horizontal coordinates were established by GPS observations
 DR3326.and adjusted by the CEI ENGINEERING ASSOC in November 2019.
 DR3326
 DR3326.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR3326.been affixed to the stable North American tectonic plate. See 
 DR3326.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR3326
 DR3326.The horizontal coordinates are valid at the epoch date displayed above
 DR3326.which is a decimal equivalence of Year/Month/Day.
 DR3326
 DR3326.The orthometric height was determined by GPS observations and a
 DR3326.high-resolution geoid model using precise GPS observation and
 DR3326.processing techniques.
 DR3326
 DR3326.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR3326.GEOID18 height accuracy estimate available here.
 DR3326
 DR3326.Click photographs - Photos may exist for this station.
 DR3326
 DR3326.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR3326
 DR3326.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR3326
 DR3326.The ellipsoidal height was determined by GPS observations
 DR3326.and is referenced to NAD 83.
 DR3326
 DR3326. The following values were computed from the NAD 83(2011) position.
 DR3326
 DR3326;                    North         East     Units Scale Factor Converg.
 DR3326;SPC AR N     -   224,787.610   201,042.069   MT  1.00002265   -1 17 22.8
 DR3326;SPC AR N     -   737,490.68    659,585.52   sFT  1.00002265   -1 17 22.8
 DR3326;UTM  15      - 4,022,263.156   390,846.932   MT  0.99974679   -0 43 14.9
 DR3326
 DR3326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR3326!SPC AR N     -   0.99994263  x   1.00002265  =   0.99996528
 DR3326!UTM  15      -   0.99994263  x   0.99974679  =   0.99968943
 DR3326
 DR3326_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA9084622263(NAD 83)
 DR3326
 DR3326                          SUPERSEDED SURVEY CONTROL
 DR3326
 DR3326.No superseded survey control is available for this station.
 DR3326
 DR3326_MARKER: F = FLANGE-ENCASED ROD
 DR3326_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DR3326_STAMPING: BENT CENTRAL 2019
 DR3326_MARK LOGO: CEI
 DR3326_PROJECTION: RECESSED 15 CENTIMETERS
 DR3326_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DR3326_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR3326_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR3326+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2019
 DR3326_ROD/PIPE-DEPTH: 4.2 meters
 DR3326_SLEEVE-DEPTH  : 1.0 meters
 DR3326
 DR3326  HISTORY     - Date     Condition        Report By
 DR3326  HISTORY     - 20190814 MONUMENTED       CEI
 DR3326
 DR3326                          STATION DESCRIPTION
 DR3326
 DR3326'DESCRIBED BY CEI ENGINEERING ASSOC 2019 (JKB)
 DR3326'THE STATION IS LOCATED ABOUT 5.5 MI (8.8 KM) WEST OF ROGERS, 4.1 MI
 DR3326'(6.6 KM) EAST-SOUTHEAST OF CENTERTON AND 2.4 MI (3.9 KM) SOUTH OF
 DR3326'BENTONVILLE.
 DR3326'
 DR3326'TO REACH FROM THE JUNCTION OF SW REGIONAL AIRPORT BOULEVARD AND ROAD,
 DR3326'GO NORTH 0.25 MI (0.40 KM) TO THE STATION ON THE RIGHT, SOUTH OF
 DR3326'MUNICIPAL DRIVE INLINE WITH THE TOP OF BANK OF AN EAST/WEST DRAINAGE
 DR3326'DITCH.
 DR3326'
 DR3326'IT IS 41 FT (12.5 M) NORTH-NORTHEAST OF A POWER LINE POLE ON THE EAST
 DR3326'SIDE OF SW F STREET, 25.5 FT (7.8 M) NORTH-NORTHWEST OF AN ELECTRIC
 DR3326'VAULT, 15 FT (4.6 M) EAST OF THE BACK OF A CURB OF SW F STREET, 4.5 FT
 DR3326'(1.4 M) EAST OF THE EAST SIDE OF A SIDEWALK.
 DR3326'
 DR3326'NOTE-ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH (13 CM) LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR3323 ***********************************************************************
 DR3323  HT_MOD      -  This is a Height Modernization Survey Station.
 DR3323  DESIGNATION -  BENT NE
 DR3323  PID         -  DR3323
 DR3323  STATE/COUNTY-  AR/BENTON
 DR3323  COUNTRY     -  US
 DR3323  USGS QUAD   -  BENTONVILLE NORTH (2017)
 DR3323
 DR3323                         *CURRENT SURVEY CONTROL
 DR3323  ______________________________________________________________________
 DR3323* NAD 83(2011) POSITION- 36 22 46.77765(N) 094 10 37.88410(W)   ADJUSTED
 DR3323* NAD 83(2011) ELLIP HT-   366.194 (meters)        (11/15/19)   ADJUSTED
 DR3323* NAD 83(2011) EPOCH   -  2010.00
 DR3323* NAVD 88 ORTHO HEIGHT -   394.38  (meters)     1293.9   (feet) GPS OBS
 DR3323  ______________________________________________________________________
 DR3323  GEOID HEIGHT    -        -28.174 (meters)                     GEOID18
 DR3323  NAD 83(2011) X  -   -374,506.850 (meters)                     COMP
 DR3323  NAD 83(2011) Y  - -5,127,760.700 (meters)                     COMP
 DR3323  NAD 83(2011) Z  -  3,762,408.921 (meters)                     COMP
 DR3323  LAPLACE CORR    -         -0.34  (seconds)                    DEFLEC18
 DR3323
 DR3323  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR3323  Standards:
 DR3323         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR3323            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR3323  -------------------------------------------------------------------
 DR3323  NETWORK    0.71   2.23           0.32   0.25   1.14     -0.05985497
 DR3323  -------------------------------------------------------------------
 DR3323  Click here for local accuracies and other accuracy information.
 DR3323
 DR3323.The horizontal coordinates were established by GPS observations
 DR3323.and adjusted by the CEI ENGINEERING ASSOC in November 2019.
 DR3323
 DR3323.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR3323.been affixed to the stable North American tectonic plate. See 
 DR3323.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR3323
 DR3323.The horizontal coordinates are valid at the epoch date displayed above
 DR3323.which is a decimal equivalence of Year/Month/Day.
 DR3323
 DR3323.The orthometric height was determined by GPS observations and a
 DR3323.high-resolution geoid model using precise GPS observation and
 DR3323.processing techniques.
 DR3323
 DR3323.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR3323.GEOID18 height accuracy estimate available here.
 DR3323
 DR3323.Click photographs - Photos may exist for this station.
 DR3323
 DR3323.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR3323
 DR3323.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR3323
 DR3323.The ellipsoidal height was determined by GPS observations
 DR3323.and is referenced to NAD 83.
 DR3323
 DR3323. The following values were computed from the NAD 83(2011) position.
 DR3323
 DR3323;                    North         East     Units Scale Factor Converg.
 DR3323;SPC AR N     -   229,193.224   204,651.375   MT  1.00003220   -1 16 00.9
 DR3323;SPC AR N     -   751,944.77    671,427.05   sFT  1.00003220   -1 16 00.9
 DR3323;UTM  15      - 4,026,703.111   394,411.313   MT  0.99973736   -0 41 53.9
 DR3323
 DR3323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR3323!SPC AR N     -   0.99994253  x   1.00003220  =   0.99997473
 DR3323!UTM  15      -   0.99994253  x   0.99973736  =   0.99967991
 DR3323
 DR3323_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA9441126703(NAD 83)
 DR3323
 DR3323                          SUPERSEDED SURVEY CONTROL
 DR3323
 DR3323.No superseded survey control is available for this station.
 DR3323
 DR3323_MARKER: F = FLANGE-ENCASED ROD
 DR3323_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DR3323+WITH SETTING: INFORMATION.
 DR3323_STAMPING: BENT NE 2019
 DR3323_MARK LOGO: CEI
 DR3323_PROJECTION: RECESSED 15 CENTIMETERS
 DR3323_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DR3323_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR3323_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR3323+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2019
 DR3323_ROD/PIPE-DEPTH: 2.5 meters
 DR3323_SLEEVE-DEPTH  : 1 meters
 DR3323
 DR3323  HISTORY     - Date     Condition        Report By
 DR3323  HISTORY     - 20190810 MONUMENTED       CEI
 DR3323
 DR3323                          STATION DESCRIPTION
 DR3323
 DR3323'DESCRIBED BY CEI ENGINEERING ASSOC 2019 (JKB)
 DR3323'THE STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) EAST-NORTHEAST OF
 DR3323'CENTERTON, 4.6 MI (7.4 KM) NORTHWEST OF ROGERS AND 1.8 MI (2.9 KM)
 DR3323'EAST-NORTHEAST OF BENTONVILLE, SOUTH OF EAST CENTRAL AVENUE.
 DR3323'
 DR3323'TO REACH FROM THE JUNCTION OF E CENTRAL AVENUE AND I49, GO
 DR3323'WEST-SOUTHWEST ON E CENTRAL AVENUE FOR 0.18 MI (0.29 KM) TO THE
 DR3323'CATALYST CHURCH DRIVEWAY ON THE LEFT AND THE STATION.
 DR3323'
 DR3323'IT IS 36 FT (11.0 M) SOUTHEAST OF THE EAST EDGE OF DRIVE OF CATALYST
 DR3323'CHURCH, 36 FT (11.0 M) NORTHEAST OF THE BACK OF A CURB OF HIGHWAY 72,
 DR3323'31.5 FT (9.6 M) SOUTHWEST OF THE NORTHWEST BRICK CORNER OF A METAL
 DR3323'FENCE, 13 FT (4.0 M) NORTHWEST OF THE WEST EDGE OF PARKING LOT OF
 DR3323'CATALYST CHURCH.
 DR3323'
 DR3323'NOTE-ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH (13 CM) LOGO CAP.
 DR3323'ROD WAS ANCHORED IN BEDROCK SURROUNDED BY CONCRETE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL5975 ***********************************************************************
 DL5975  HT_MOD      -  This is a Height Modernization Survey Station.
 DL5975  DESIGNATION -  BENT NORTH
 DL5975  PID         -  DL5975
 DL5975  STATE/COUNTY-  AR/BENTON
 DL5975  COUNTRY     -  US
 DL5975  USGS QUAD   -  BENTONVILLE NORTH (2017)
 DL5975
 DL5975                         *CURRENT SURVEY CONTROL
 DL5975  ______________________________________________________________________
 DL5975* NAD 83(2011) POSITION- 36 23 38.18797(N) 094 12 31.92362(W)   ADJUSTED
 DL5975* NAD 83(2011) ELLIP HT-   354.666 (meters)        (06/27/12)   ADJUSTED
 DL5975* NAD 83(2011) EPOCH   -  2010.00
 DL5975* NAVD 88 ORTHO HEIGHT -   382.83  (meters)     1256.0   (feet) GPS OBS
 DL5975  ______________________________________________________________________
 DL5975  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DL5975  GEOID HEIGHT    -        -28.176 (meters)                     GEOID03
 DL5975  GEOID HEIGHT    -        -28.176 (meters)                     GEOID18
 DL5975  NAD 83(2011) X  -   -377,272.145 (meters)                     COMP
 DL5975  NAD 83(2011) Y  - -5,126,606.008 (meters)                     COMP
 DL5975  NAD 83(2011) Z  -  3,763,677.861 (meters)                     COMP
 DL5975  LAPLACE CORR    -         -0.47  (seconds)                    DEFLEC18
 DL5975
 DL5975  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL5975  Standards:
 DL5975         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL5975            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL5975  -------------------------------------------------------------------
 DL5975  NETWORK    0.42   0.82           0.19   0.15   0.42      0.02061501
 DL5975  -------------------------------------------------------------------
 DL5975  Click here for local accuracies and other accuracy information.
 DL5975
 DL5975.The horizontal coordinates were established by GPS observations
 DL5975.and adjusted by the National Geodetic Survey in June 2012.
 DL5975
 DL5975.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL5975.been affixed to the stable North American tectonic plate. See 
 DL5975.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL5975
 DL5975.The horizontal coordinates are valid at the epoch date displayed above
 DL5975.which is a decimal equivalence of Year/Month/Day.
 DL5975
 DL5975.The orthometric height was determined by GPS observations and a
 DL5975.high-resolution geoid model using precise GPS observation and
 DL5975.processing techniques.
 DL5975
 DL5975.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5975.GEOID18 height accuracy estimate available here.
 DL5975
 DL5975.Click photographs - Photos may exist for this station.
 DL5975
 DL5975.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5975
 DL5975.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL5975
 DL5975.The ellipsoidal height was determined by GPS observations
 DL5975.and is referenced to NAD 83.
 DL5975
 DL5975. The following values were computed from the NAD 83(2011) position.
 DL5975
 DL5975;                    North         East     Units Scale Factor Converg.
 DL5975;SPC AR N     -   230,840.853   201,845.116   MT  1.00003570   -1 17 07.2
 DL5975;SPC AR N     -   757,350.37    662,220.18   sFT  1.00003570   -1 17 07.2
 DL5975;UTM  15      - 4,028,322.350   391,589.676   MT  0.99974480   -0 43 02.4
 DL5975
 DL5975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5975!SPC AR N     -   0.99994434  x   1.00003570  =   0.99998004
 DL5975!UTM  15      -   0.99994434  x   0.99974480  =   0.99968916
 DL5975
 DL5975_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA9158928322(NAD 83)
 DL5975
 DL5975                          SUPERSEDED SURVEY CONTROL
 DL5975
 DL5975  NAD 83(2007)-  36 23 38.18787(N)    094 12 31.92408(W) AD(2002.00) B
 DL5975  ELLIP H (11/18/09)  354.655  (m)                       GP(2002.00) 4 1
 DL5975
 DL5975.Superseded values are not recommended for survey control.
 DL5975
 DL5975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5975.See file dsdata.pdf to determine how the superseded data were derived.
 DL5975
 DL5975_MARKER: F = FLANGE-ENCASED ROD
 DL5975_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DL5975+WITH SETTING: INFORMATION.
 DL5975_STAMPING: BENT NORTH 2009
 DL5975_MARK LOGO: NGS
 DL5975_PROJECTION: RECESSED 0 CENTIMETERS
 DL5975_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5975_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5975_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5975+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2009
 DL5975_ROD/PIPE-DEPTH: 1.9 meters
 DL5975_SLEEVE-DEPTH  : 1.0 meters
 DL5975
 DL5975  HISTORY     - Date     Condition        Report By
 DL5975  HISTORY     - 20090321 MONUMENTED       NGS
 DL5975
 DL5975                          STATION DESCRIPTION
 DL5975
 DL5975'DESCRIBED BY NATIONAL GEODETIC SURVEY 2009
 DL5975'OWNERSHIP--THE CITY OF BENTONVILLE  STATION IS LOCATED ON NORTH SIDE
 DL5975'OF BENTONVILLE ON THE CITY COMPOSTING FACILITY.  TO REACH THE STATION
 DL5975'FROM EXIT 85 ON INTERSTATE 540, GO WEST ON U.S. HIGHWAY 71 -B (WALTON
 DL5975'BOULEVARD) 2.2 KM (1.35) MILES) TO THE INTERSECTION WITH ARKANSAS
 DL5975'HIGHWAY 12, AND GO NORTH ON U.S. HIGHWAY 71-B 1.9 KM (1.2 MILES) TO
 DL5975'SOUTHWEST A STREET, TURN RIGHT AND CONTINUE NORTH ALONG SOUTHWEST A
 DL5975'STREET 1.9 KM (1.2 MILES) TO THE INTERSECTION WITH CENTRAL AVENUE,
 DL5975'CONTINUE NORTH ON NORTHWEST A STREET 2.3 KM (1.45 MILES) TO THE
 DL5975'ASPHALT ENTRANCE DRIVE TO THE CITY COMPOSTING FACILITY AT 2000
 DL5975'NORTHWEST A STREET, TURN RIGHT AND GO EASTERLY ON THE DRIVEWAY 25
 DL5975'METERS (82 FT) TO THE STATION ON THE RIGHT.  THE STATION IS 10.7
 DL5975'METERS (35.2 FEET) WEST OF THE NORTHWEST CORNER OF A STONE SIGN
 DL5975'STRUCTURE THAT READS COMPOSTING FACILITY, 13.1 METERS (43.1 FEET) EAST
 DL5975'OF THE CENTERLINE OF THE ASPHALT ENTRANCE DRIVE, 20.7 METERS (67.8
 DL5975'FEET) NORTHEAST OF THE NORTHERLY END OF A 12 INCH CONCRETE CULVERT
 DL5975'PIPE, AND 34.8 METERS (114.2 FEET) NORTHWEST OF UTILITY POLE P1991 AT
 DL5975'THE ENTRANCE TO CITY ELECTRICAL SUBSTATION D AT 1990 NORTHWEST A
 DL5975'STREET. MARK IS A 9/16 INCH STAINLESS STEEL ROD DRIVEN TO REFUSAL
 DL5975'DEPTH 1.9 METERS. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 DL5975'(11 CM) LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR3325 ***********************************************************************
 DR3325  HT_MOD      -  This is a Height Modernization Survey Station.
 DR3325  DESIGNATION -  BENT NW
 DR3325  PID         -  DR3325
 DR3325  STATE/COUNTY-  AR/BENTON
 DR3325  COUNTRY     -  US
 DR3325  USGS QUAD   -  HIWASSE (2017)
 DR3325
 DR3325                         *CURRENT SURVEY CONTROL
 DR3325  ______________________________________________________________________
 DR3325* NAD 83(2011) POSITION- 36 22 48.45037(N) 094 16 28.21332(W)   ADJUSTED
 DR3325* NAD 83(2011) ELLIP HT-   373.064 (meters)        (11/15/19)   ADJUSTED
 DR3325* NAD 83(2011) EPOCH   -  2010.00
 DR3325* NAVD 88 ORTHO HEIGHT -   401.21  (meters)     1316.3   (feet) GPS OBS
 DR3325  ______________________________________________________________________
 DR3325  GEOID HEIGHT    -        -28.136 (meters)                     GEOID18
 DR3325  NAD 83(2011) X  -   -383,213.653 (meters)                     COMP
 DR3325  NAD 83(2011) Y  - -5,127,092.243 (meters)                     COMP
 DR3325  NAD 83(2011) Z  -  3,762,454.509 (meters)                     COMP
 DR3325  LAPLACE CORR    -         -1.15  (seconds)                    DEFLEC18
 DR3325
 DR3325  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR3325  Standards:
 DR3325         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR3325            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR3325  -------------------------------------------------------------------
 DR3325  NETWORK    0.71   2.23           0.32   0.25   1.14     -0.08933338
 DR3325  -------------------------------------------------------------------
 DR3325  Click here for local accuracies and other accuracy information.
 DR3325
 DR3325.The horizontal coordinates were established by GPS observations
 DR3325.and adjusted by the CEI ENGINEERING ASSOC in November 2019.
 DR3325
 DR3325.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR3325.been affixed to the stable North American tectonic plate. See 
 DR3325.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR3325
 DR3325.The horizontal coordinates are valid at the epoch date displayed above
 DR3325.which is a decimal equivalence of Year/Month/Day.
 DR3325
 DR3325.The orthometric height was determined by GPS observations and a
 DR3325.high-resolution geoid model using precise GPS observation and
 DR3325.processing techniques.
 DR3325
 DR3325.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR3325.GEOID18 height accuracy estimate available here.
 DR3325
 DR3325.Click photographs - Photos may exist for this station.
 DR3325
 DR3325.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR3325
 DR3325.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR3325
 DR3325.The ellipsoidal height was determined by GPS observations
 DR3325.and is referenced to NAD 83.
 DR3325
 DR3325. The following values were computed from the NAD 83(2011) position.
 DR3325
 DR3325;                    North         East     Units Scale Factor Converg.
 DR3325;SPC AR N     -   229,442.153   195,922.606   MT  1.00003232   -1 19 24.7
 DR3325;SPC AR N     -   752,761.46    642,789.42   sFT  1.00003232   -1 19 24.7
 DR3325;UTM  15      - 4,026,865.444   385,682.977   MT  0.99976101   -0 45 21.7
 DR3325
 DR3325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR3325!SPC AR N     -   0.99994145  x   1.00003232  =   0.99997377
 DR3325!UTM  15      -   0.99994145  x   0.99976101  =   0.99970248
 DR3325
 DR3325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA8568226865(NAD 83)
 DR3325
 DR3325                          SUPERSEDED SURVEY CONTROL
 DR3325
 DR3325.No superseded survey control is available for this station.
 DR3325
 DR3325_MARKER: F = FLANGE-ENCASED ROD
 DR3325_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DR3325+WITH SETTING: INFORMATION.
 DR3325_STAMPING: BENT NW 2019
 DR3325_MARK LOGO: CEI
 DR3325_PROJECTION: RECESSED 15 CENTIMETERS
 DR3325_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DR3325_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR3325_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR3325+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2019
 DR3325_ROD/PIPE-DEPTH: 1.9 meters
 DR3325_SLEEVE-DEPTH  : 1.0 meters
 DR3325
 DR3325  HISTORY     - Date     Condition        Report By
 DR3325  HISTORY     - 20190814 MONUMENTED       CEI
 DR3325
 DR3325                          STATION DESCRIPTION
 DR3325
 DR3325'DESCRIBED BY CEI ENGINEERING ASSOC 2019 (JKB)
 DR3325'THE STATION IS LOCATED ABOUT 4.8 MI (7.7 KM) SOUTHEAST OF HIWASSE, 3.7
 DR3325'MI (6.0 KM) WEST OF BENTONVILLE AND 1.5 MI (2.4 KM) NORTH-NORTHEAST OF
 DR3325'CENTERTON.
 DR3325'
 DR3325'TO REACH FROM THE JUNCTION OF AR 72 E AND AR 102, GO SOUTHEAST ON AR
 DR3325'72 E FOR 0.29 MI (0.47 KM), GO NORTH ON TALAMORE BOULEVARD FOR 0.01 MI
 DR3325'(0.02 KM) TO THE STATION ON THE RIGHT.
 DR3325'
 DR3325'IT IS 44.5 FT (13.6 M) SOUTH OF A DOUBLE STREET LIGHT POLE, 39 FT
 DR3325'(11.9 M) NORTH OF THE CENTERLINE OF HIGHWAY 72, 37.5 FT (11.4 M) WEST
 DR3325'OF THE SOUTHWEST BRICK CORNER OF A METAL FENCE, 8.5 FT (2.6 M)
 DR3325'NORTHEAST OF A STORM DRAIN MANHOLE, 6 FT (1.8 M) NORTHEAST OF CITY OF
 DR3325'BENTONVILLE MONUMENT 30.
 DR3325'
 DR3325'NOTE-ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH (13 CM) LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GG0599 ***********************************************************************
 GG0599  DESIGNATION -  BENT RESET
 GG0599  PID         -  GG0599
 GG0599  STATE/COUNTY-  AR/BENTON
 GG0599  COUNTRY     -  US
 GG0599  USGS QUAD   -  BENTONVILLE SOUTH (2017)
 GG0599
 GG0599                         *CURRENT SURVEY CONTROL
 GG0599  ______________________________________________________________________
 GG0599* NAD 83(1997) POSITION- 36 20 42.73044(N) 094 13 04.05108(W)   ADJUSTED
 GG0599* NAVD 88 ORTHO HEIGHT -   395.    (meters)     1296.    (feet) SCALED
 GG0599  ______________________________________________________________________
 GG0599  GEOID HEIGHT    -        -28.149 (meters)                     GEOID18
 GG0599  LAPLACE CORR    -         -0.13  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0599.GEOID18 height accuracy estimate available here.
 GG0599
 GG0599.Click photographs - Photos may exist for this station.
 GG0599
 GG0599.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0599
 GG0599. The following values were computed from the NAD 83(1997) position.
 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     -  BENT AZ MK 2                             069 26 18.1
 GG0599:SPC MO W     -  BENT AZ MK 2                             067 58 50.1
 GG0599:UTM  15      -  BENT AZ MK 2                             068 52 10.7
 GG0599
 GG0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA9072122925(NAD 83)
 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(1993)-  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
 GG0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0599.See file dsdata.pdf to determine how the superseded data were derived.
 GG0599
 GG0599_MARKER: DS = TRIANGULATION STATION DISK
 GG0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0599_STAMPING: BENT 1961 1970
 GG0599_MARK LOGO: CGS
 GG0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0599+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DR3324 ***********************************************************************
 DR3324  HT_MOD      -  This is a Height Modernization Survey Station.
 DR3324  DESIGNATION -  BENT SE
 DR3324  PID         -  DR3324
 DR3324  STATE/COUNTY-  AR/BENTON
 DR3324  COUNTRY     -  US
 DR3324  USGS QUAD   -  BENTONVILLE SOUTH (2017)
 DR3324
 DR3324                         *CURRENT SURVEY CONTROL
 DR3324  ______________________________________________________________________
 DR3324* NAD 83(2011) POSITION- 36 19 17.81263(N) 094 11 17.97888(W)   ADJUSTED
 DR3324* NAD 83(2011) ELLIP HT-   358.567 (meters)        (11/15/19)   ADJUSTED
 DR3324* NAD 83(2011) EPOCH   -  2010.00
 DR3324* NAVD 88 ORTHO HEIGHT -   386.73  (meters)     1268.8   (feet) GPS OBS
 DR3324  ______________________________________________________________________
 DR3324  GEOID HEIGHT    -        -28.149 (meters)                     GEOID18
 DR3324  NAD 83(2011) X  -   -375,782.003 (meters)                     COMP
 DR3324  NAD 83(2011) Y  - -5,131,489.494 (meters)                     COMP
 DR3324  NAD 83(2011) Z  -  3,757,216.424 (meters)                     COMP
 DR3324  LAPLACE CORR    -          0.03  (seconds)                    DEFLEC18
 DR3324
 DR3324  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR3324  Standards:
 DR3324         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR3324            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR3324  -------------------------------------------------------------------
 DR3324  NETWORK    0.83   2.35           0.38   0.29   1.20     -0.05914739
 DR3324  -------------------------------------------------------------------
 DR3324  Click here for local accuracies and other accuracy information.
 DR3324
 DR3324.The horizontal coordinates were established by GPS observations
 DR3324.and adjusted by the CEI ENGINEERING ASSOC in November 2019.
 DR3324
 DR3324.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR3324.been affixed to the stable North American tectonic plate. See 
 DR3324.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR3324
 DR3324.The horizontal coordinates are valid at the epoch date displayed above
 DR3324.which is a decimal equivalence of Year/Month/Day.
 DR3324
 DR3324.The orthometric height was determined by GPS observations and a
 DR3324.high-resolution geoid model using precise GPS observation and
 DR3324.processing techniques.
 DR3324
 DR3324.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR3324.GEOID18 height accuracy estimate available here.
 DR3324
 DR3324.Click photographs - Photos may exist for this station.
 DR3324
 DR3324.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR3324
 DR3324.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR3324
 DR3324.The ellipsoidal height was determined by GPS observations
 DR3324.and is referenced to NAD 83.
 DR3324
 DR3324. The following values were computed from the NAD 83(2011) position.
 DR3324
 DR3324;                    North         East     Units Scale Factor Converg.
 DR3324;SPC AR N     -   222,775.718   203,509.088   MT  1.00001864   -1 16 24.2
 DR3324;SPC AR N     -   730,890.00    667,679.40   sFT  1.00001864   -1 16 24.2
 DR3324;UTM  15      - 4,020,276.420   393,333.125   MT  0.99974018   -0 42 14.2
 DR3324
 DR3324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR3324!SPC AR N     -   0.99994373  x   1.00001864  =   0.99996237
 DR3324!UTM  15      -   0.99994373  x   0.99974018  =   0.99968392
 DR3324
 DR3324_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA9333320276(NAD 83)
 DR3324
 DR3324                          SUPERSEDED SURVEY CONTROL
 DR3324
 DR3324.No superseded survey control is available for this station.
 DR3324
 DR3324_MARKER: F = FLANGE-ENCASED ROD
 DR3324_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DR3324+WITH SETTING: INFORMATION.
 DR3324_STAMPING: BENT SE 2019
 DR3324_MARK LOGO: CEI
 DR3324_PROJECTION: RECESSED 15 CENTIMETERS
 DR3324_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DR3324_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR3324_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR3324+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2019
 DR3324_ROD/PIPE-DEPTH: 2.1 meters
 DR3324_SLEEVE-DEPTH  : 1.0 meters
 DR3324
 DR3324  HISTORY     - Date     Condition        Report By
 DR3324  HISTORY     - 20190814 MONUMENTED       CEI
 DR3324
 DR3324                          STATION DESCRIPTION
 DR3324
 DR3324'DESCRIBED BY CEI ENGINEERING ASSOC 2019 (JKB)
 DR3324'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) EAST-SOUTHEAST OF
 DR3324'CENTERTON, 4.0 MI (6.4 KM) WEST OF ROGERS AND 3.7 MI (6.0 KM)
 DR3324'SOUTH-SOUTHEAST OF BENTONVILLE.
 DR3324'
 DR3324'TO REACH FROM THE JUNCTION OF W NEW HOPE ROAD AND I49, GO WEST ON W
 DR3324'NEW HOPE ROAD FOR 0.08 MI (0.13 KM) TO AN INTERSECTION.  TURN RIGHT
 DR3324'AND GO NORTH ON S 52ND ST FOR 0.47 MI (0.76 KM) TO AN INTERSECTION.
 DR3324'TURN LEFT AND GO WEST ON S HORSEBARN ROAD FOR 0.07 MI (0.11 KM) TO THE
 DR3324'STATION ON THE RIGHT.
 DR3324'
 DR3324'IT IS 52 FT (15.8 M) WEST OF A STORM DRAIN MANHOLE, 12 FT (3.7 M)
 DR3324'SOUTHEAST OF A FIBER OPTIC SIGN, 11.5 FT (3.5 M) NORTH OF THE BACK OF
 DR3324'A CURB OF S HORSEBARN ROAD, 9.5 FT (2.9 M) SOUTH OF THE BACK OF A CURB
 DR3324'FOR MERCY HOSPITAL PARKING LOT.
 DR3324'
 DR3324'NOTE-ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH (13 CM) LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL5974 ***********************************************************************
 DL5974  HT_MOD      -  This is a Height Modernization Survey Station.
 DL5974  DESIGNATION -  BENT SOUTH
 DL5974  PID         -  DL5974
 DL5974  STATE/COUNTY-  AR/BENTON
 DL5974  COUNTRY     -  US
 DL5974  USGS QUAD   -  BENTONVILLE SOUTH (2017)
 DL5974
 DL5974                         *CURRENT SURVEY CONTROL
 DL5974  ______________________________________________________________________
 DL5974* NAD 83(2011) POSITION- 36 20 09.32152(N) 094 13 15.01741(W)   ADJUSTED
 DL5974* NAD 83(2011) ELLIP HT-   365.317 (meters)        (11/15/19)   ADJUSTED
 DL5974* NAD 83(2011) EPOCH   -  2010.00
 DL5974* NAVD 88 ORTHO HEIGHT -   393.48  (meters)     1290.9   (feet) GPS OBS
 DL5974  ______________________________________________________________________
 DL5974  GEOID HEIGHT    -        -28.147 (meters)                     GEOID18
 DL5974  NAD 83(2011) X  -   -378,624.815 (meters)                     COMP
 DL5974  NAD 83(2011) Y  - -5,130,342.786 (meters)                     COMP
 DL5974  NAD 83(2011) Z  -  3,758,499.589 (meters)                     COMP
 DL5974  LAPLACE CORR    -         -0.11  (seconds)                    DEFLEC18
 DL5974
 DL5974  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL5974  Standards:
 DL5974         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL5974            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL5974  -------------------------------------------------------------------
 DL5974  NETWORK    0.39   2.10           0.18   0.13   1.07     -0.00131110
 DL5974  -------------------------------------------------------------------
 DL5974  Click here for local accuracies and other accuracy information.
 DL5974
 DL5974.The horizontal coordinates were established by GPS observations
 DL5974.and adjusted by the National Geodetic Survey in June 2012.
 DL5974
 DL5974.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL5974.been affixed to the stable North American tectonic plate. See 
 DL5974.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL5974
 DL5974.The horizontal coordinates are valid at the epoch date displayed above
 DL5974.which is a decimal equivalence of Year/Month/Day.
 DL5974
 DL5974.The orthometric height was determined by GPS observations and a
 DL5974.high-resolution geoid model using precise GPS observation and
 DL5974.processing techniques.
 DL5974
 DL5974.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5974.GEOID18 height accuracy estimate available here.
 DL5974
 DL5974.Click photographs - Photos may exist for this station.
 DL5974
 DL5974.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5974
 DL5974.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL5974
 DL5974.The ellipsoidal height was determined by GPS observations
 DL5974.and is referenced to NAD 83.
 DL5974
 DL5974. The following values were computed from the NAD 83(2011) position.
 DL5974
 DL5974;                    North         East     Units Scale Factor Converg.
 DL5974;SPC AR N     -   224,428.397   200,626.236   MT  1.00002189   -1 17 32.3
 DL5974;SPC AR N     -   736,312.17    658,221.24   sFT  1.00002189   -1 17 32.3
 DL5974;UTM  15      - 4,021,899.932   390,434.800   MT  0.99974791   -0 43 24.4
 DL5974
 DL5974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5974!SPC AR N     -   0.99994267  x   1.00002189  =   0.99996456
 DL5974!UTM  15      -   0.99994267  x   0.99974791  =   0.99969059
 DL5974
 DL5974_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA9043421899(NAD 83)
 DL5974
 DL5974                          SUPERSEDED SURVEY CONTROL
 DL5974
 DL5974  ELLIP H (06/27/12)  365.367  (m)                       GP(2010.00)    
 DL5974  NAD 83(2007)-  36 20 09.32142(N)    094 13 15.01784(W) AD(2002.00) B
 DL5974  ELLIP H (11/18/09)  365.348  (m)                       GP(2002.00) 4 1
 DL5974  NAVD 88 (11/18/09)  393.50   (m)  GEOID03  model used  GPS OBS        
 DL5974
 DL5974.Superseded values are not recommended for survey control.
 DL5974
 DL5974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5974.See file dsdata.pdf to determine how the superseded data were derived.
 DL5974
 DL5974_MARKER: F = FLANGE-ENCASED ROD
 DL5974_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DL5974+WITH SETTING: INFORMATION.
 DL5974_STAMPING: BENT SOUTH 2009
 DL5974_MARK LOGO: NGS
 DL5974_PROJECTION: RECESSED 5 CENTIMETERS
 DL5974_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5974_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5974_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5974+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2020
 DL5974_ROD/PIPE-DEPTH: 2.6 meters
 DL5974_SLEEVE-DEPTH  : 1.0 meters
 DL5974
 DL5974  HISTORY     - Date     Condition        Report By
 DL5974  HISTORY     - 20090302 MONUMENTED       NGS
 DL5974  HISTORY     - 20190703 GOOD             NGS
 DL5974  HISTORY     - 20200205 GOOD             ARHD
 DL5974
 DL5974                          STATION DESCRIPTION
 DL5974
 DL5974'DESCRIBED BY NATIONAL GEODETIC SURVEY 2009
 DL5974'OWNERSHIP--CITY OF BENTONVILLE THE STATION IS LOCATED ON SOUTH SIDE OF
 DL5974'BENTONVILLE ON CITY PROPERTY JUST WEST OF THE INTERSECTION OF STATE
 DL5974'HIGHWAYS 12 AND 112 AND JUST EAST OF THE PARKING LOT OF CORNERSTONE
 DL5974'BAPTIST CHURCH.  TO REACH THE STATION FROM EXIT 85 ON INTERSTATE 540,
 DL5974'GO WEST ON U.S. HIGHWAY 71 -B (WALTON BOULEVARD) 2.2 KM (1.35) MILES)
 DL5974'TO THE INTERSECTION WITH ARKANSAS HIGHWAY 12, TURN LEFT AND CONTINUE
 DL5974'WEST ON U.S. HIGHWAY 12 1.1 KM (0.7 MILES) TO THE INTERSECTION WITH
 DL5974'ARKANSAS HIGHWAY 112 TO THE SOUTH, CONTINUE WEST ON ARKANSAS HIGHWAY
 DL5974'12, 80.8 METERS (265 FEET) TO THE STATION ON THE RIGHT.  THE STATION
 DL5974'IS 28.25 METERS (92.7 FEET) NORTH OF THE CENTERLINE OF ARKANSAS
 DL5974'HIGHWAY 12, 41.8 METERS (137.2 FEET) EAST OF THE SOUTHEASTERLY BRICK
 DL5974'CORNER OF THE CORNERSTONE BAPTIST CHURCH, 12.4 METERS (40.7 FEET)
 DL5974'NORTHEASTERLY FROM THE NORTHERLY END OF A 36 INCH CONCRETE CULVERT
 DL5974'PIPE, AND 63.3 METERS NORTHWEST OF UTILITY POLE 3200-0742-7.  MARK IS
 DL5974'A 9/16 INCH STAINLESS STEEL ROD DRIVEN TO REFUSAL DEPTH 2.6
 DL5974'METERS.NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH (13 CM)
 DL5974'LOGO CAP.
 DL5974
 DL5974                          STATION RECOVERY (2019)
 DL5974
 DL5974'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2019 (JKB)
 DL5974'RECOVERED IN GOOD CONDITION.
 DL5974
 DL5974                          STATION RECOVERY (2020)
 DL5974
 DL5974'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2020 (WPG)
 DL5974'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR3327 ***********************************************************************
 DR3327  HT_MOD      -  This is a Height Modernization Survey Station.
 DR3327  DESIGNATION -  BENT SW
 DR3327  PID         -  DR3327
 DR3327  STATE/COUNTY-  AR/BENTON
 DR3327  COUNTRY     -  US
 DR3327  USGS QUAD   -  CENTERTON (2017)
 DR3327
 DR3327                         *CURRENT SURVEY CONTROL
 DR3327  ______________________________________________________________________
 DR3327* NAD 83(2011) POSITION- 36 17 59.53710(N) 094 18 25.31677(W)   ADJUSTED
 DR3327* NAD 83(2011) ELLIP HT-   344.404 (meters)        (11/15/19)   ADJUSTED
 DR3327* NAD 83(2011) EPOCH   -  2010.00
 DR3327* NAVD 88 ORTHO HEIGHT -   372.56  (meters)     1222.3   (feet) GPS OBS
 DR3327  ______________________________________________________________________
 DR3327  GEOID HEIGHT    -        -28.140 (meters)                     GEOID18
 DR3327  NAD 83(2011) X  -   -386,519.018 (meters)                     COMP
 DR3327  NAD 83(2011) Y  - -5,132,113.335 (meters)                     COMP
 DR3327  NAD 83(2011) Z  -  3,755,263.710 (meters)                     COMP
 DR3327  LAPLACE CORR    -         -0.32  (seconds)                    DEFLEC18
 DR3327
 DR3327  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR3327  Standards:
 DR3327         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR3327            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR3327  -------------------------------------------------------------------
 DR3327  NETWORK    0.70   2.23           0.32   0.24   1.14     -0.07219930
 DR3327  -------------------------------------------------------------------
 DR3327  Click here for local accuracies and other accuracy information.
 DR3327
 DR3327.The horizontal coordinates were established by GPS observations
 DR3327.and adjusted by the CEI ENGINEERING ASSOC in November 2019.
 DR3327
 DR3327.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR3327.been affixed to the stable North American tectonic plate. See 
 DR3327.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR3327
 DR3327.The horizontal coordinates are valid at the epoch date displayed above
 DR3327.which is a decimal equivalence of Year/Month/Day.
 DR3327
 DR3327.The orthometric height was determined by GPS observations and a
 DR3327.high-resolution geoid model using precise GPS observation and
 DR3327.processing techniques.
 DR3327
 DR3327.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR3327.GEOID18 height accuracy estimate available here.
 DR3327
 DR3327.Click photographs - Photos may exist for this station.
 DR3327
 DR3327.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR3327
 DR3327.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR3327
 DR3327.The ellipsoidal height was determined by GPS observations
 DR3327.and is referenced to NAD 83.
 DR3327
 DR3327. The following values were computed from the NAD 83(2011) position.
 DR3327
 DR3327;                    North         East     Units Scale Factor Converg.
 DR3327;SPC AR N     -   220,606.920   192,795.888   MT  1.00001383   -1 20 32.9
 DR3327;SPC AR N     -   723,774.54    632,531.18   sFT  1.00001383   -1 20 32.9
 DR3327;UTM  15      - 4,018,001.930   382,644.788   MT  0.99976969   -0 46 25.9
 DR3327
 DR3327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR3327!SPC AR N     -   0.99994595  x   1.00001383  =   0.99995978
 DR3327!UTM  15      -   0.99994595  x   0.99976969  =   0.99971565
 DR3327
 DR3327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA8264418001(NAD 83)
 DR3327
 DR3327                          SUPERSEDED SURVEY CONTROL
 DR3327
 DR3327.No superseded survey control is available for this station.
 DR3327
 DR3327_MARKER: F = FLANGE-ENCASED ROD
 DR3327_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DR3327_STAMPING: BENT SW 2019
 DR3327_MARK LOGO: CEI
 DR3327_PROJECTION: RECESSED 15 CENTIMETERS
 DR3327_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DR3327_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR3327_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR3327+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2019
 DR3327_ROD/PIPE-DEPTH: 4.2 meters
 DR3327_SLEEVE-DEPTH  : 1.0 meters
 DR3327
 DR3327  HISTORY     - Date     Condition        Report By
 DR3327  HISTORY     - 20190814 MONUMENTED       CEI
 DR3327
 DR3327                          STATION DESCRIPTION
 DR3327
 DR3327'DESCRIBED BY CEI ENGINEERING ASSOC 2019 (JKB)
 DR3327'THE STATION IS LOCATED ABOUT 9.2 MI (14.8 KM) SOUTH OF HIWASSE, 7.4 MI
 DR3327'(11.9 KM) SOUTHWEST OF BENTONVILLE AND 4.3 MI (6.9 KM) SOUTH-SOUTHWEST
 DR3327'OF CENTERTON.
 DR3327'
 DR3327'TO REACH FROM THE INTERSECTION OF AIRPORT BOULEVARD AND REGIONAL
 DR3327'AVENUE, GO EAST-NORTHEAST ON REGIONAL AVENUE FOR 2.61 MI (4.20 KM) TO
 DR3327'THE STATION ON THE RIGHT.
 DR3327'
 DR3327'IT IS 63 FT (19.2 M) NORTHEAST OF A STREET LIGHT POLE, 54.5 FT (16.6
 DR3327'M) EAST OF THE CENTERLINE OF AIRPORT AVENUE, 28.5 FT (8.7 M) EAST OF
 DR3327'THE BACK OF A CURB ON EAST SIDE OF AIRPORT AVENUE, 14 FT (4.3 M) SOUTH
 DR3327'OF EAST END OF THE XNA SIGN.
 DR3327'
 DR3327'NOTE-ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH (13 CM) LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1883 ***********************************************************************
 EJ1883  DESIGNATION -  BENTON
 EJ1883  PID         -  EJ1883
 EJ1883  STATE/COUNTY-  AR/SALINE
 EJ1883  COUNTRY     -  US
 EJ1883  USGS QUAD   -  BENTON (2017)
 EJ1883
 EJ1883                         *CURRENT SURVEY CONTROL
 EJ1883  ______________________________________________________________________
 EJ1883* NAD 83(1997) POSITION- 34 34 31.65012(N) 092 34 48.09110(W)   ADJUSTED
 EJ1883* NAVD 88 ORTHO HEIGHT -   143.    (meters)      469.    (feet) SCALED
 EJ1883  ______________________________________________________________________
 EJ1883  GEOID HEIGHT    -        -26.421 (meters)                     GEOID18
 EJ1883  LAPLACE CORR    -          2.29  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1883.GEOID18 height accuracy estimate available here.
 EJ1883
 EJ1883.Click photographs - Photos may exist for this station.
 EJ1883
 EJ1883.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1883
 EJ1883. The following values were computed from the NAD 83(1997) position.
 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  =   0.99994465
 EJ1883!UTM  15      -   0.99998170  x   0.99961829  =   0.99960000
 EJ1883
 EJ1883:                Primary Azimuth Mark                     Grid Az
 EJ1883:SPC AR S     -  BENTON WEST MUNICIPAL TANK               222 33 07.6
 EJ1883:UTM  15      -  BENTON WEST MUNICIPAL TANK               221 59 20.9
 EJ1883
 EJ1883_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU3852026044(NAD 83)
 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
 EJ1883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1883.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1883
 EJ1883_MARKER: DS = TRIANGULATION STATION DISK
 EJ1883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1883_STAMPING: BENTON 1964
 EJ1883_MARK LOGO: CGS
 EJ1883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1883+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0896 ***********************************************************************
 GE0896  DESIGNATION -  BENTON
 GE0896  PID         -  GE0896
 GE0896  STATE/COUNTY-  AR/FULTON
 GE0896  COUNTRY     -  US
 GE0896  USGS QUAD   -  BYRON (2017)
 GE0896
 GE0896                         *CURRENT SURVEY CONTROL
 GE0896  ______________________________________________________________________
 GE0896* NAD 83(1997) POSITION- 36 22 02.41750(N) 091 53 55.96326(W)   ADJUSTED
 GE0896* NAVD 88 ORTHO HEIGHT -   302.    (meters)      991.    (feet) SCALED
 GE0896  ______________________________________________________________________
 GE0896  GEOID HEIGHT    -        -28.257 (meters)                     GEOID18
 GE0896  LAPLACE CORR    -         -0.80  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0896.GEOID18 height accuracy estimate available here.
 GE0896
 GE0896.Click photographs - Photos may exist for this station.
 GE0896
 GE0896.The Laplace correction was computed from DEFLEC18 derived deflections.
 GE0896
 GE0896. The following values were computed from the NAD 83(1997) position.
 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     -   0.99995702  x   1.00002924  =   0.99998626
 GE0896!UTM  15      -   0.99995702  x   0.99972022  =   0.99967725
 GE0896
 GE0896:                Primary Azimuth Mark                     Grid Az
 GE0896:SPC AR N     -  STURKIE                                  329 34 01.5
 GE0896:UTM  15      -  STURKIE                                  328 58 22.6
 GE0896
 GE0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA9878025255(NAD 83)
 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
 GE0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0896.See file dsdata.pdf to determine how the superseded data were derived.
 GE0896
 GE0896_MARKER: DS = TRIANGULATION STATION DISK
 GE0896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0896_STAMPING: BENTON 1953
 GE0896_MARK LOGO: CGS
 GE0896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0896+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1880 ***********************************************************************
 EJ1880  DESIGNATION -  BENTON COURTHOUSE CLOCKTOWER
 EJ1880  PID         -  EJ1880
 EJ1880  STATE/COUNTY-  AR/SALINE
 EJ1880  COUNTRY     -  US
 EJ1880  USGS QUAD   -  BENTON (2017)
 EJ1880
 EJ1880                         *CURRENT SURVEY CONTROL
 EJ1880  ______________________________________________________________________
 EJ1880* NAD 83(1997) POSITION- 34 33 53.89001(N) 092 35 14.38968(W)   ADJUSTED
 EJ1880  ______________________________________________________________________
 EJ1880  GEOID HEIGHT    -        -26.409 (meters)                     GEOID18
 EJ1880  LAPLACE CORR    -          2.35  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1880.GEOID18 height accuracy estimate available here.
 EJ1880
 EJ1880.Click photographs - Photos may exist for this station.
 EJ1880
 EJ1880.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1880
 EJ1880. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU3785524878(NAD 83)
 EJ1880
 EJ1880                          SUPERSEDED SURVEY CONTROL
 EJ1880
 EJ1880  NAD 83(1986)-  34 33 53.90135(N)    092 35 14.38086(W) AD(       ) 3
 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
 EJ1880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1880.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1880
 EJ1880_MARKER: 55 = TOWER
 EJ1880_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EJ1880+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2011
 EJ1880
 EJ1880  HISTORY     - Date     Condition        Report By
 EJ1880  HISTORY     - 1964     FIRST OBSERVED   CGS
 EJ1880  HISTORY     - 19980425 GOOD             USPSQD
 EJ1880  HISTORY     - 20111203 GOOD             GEOCAC
 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.
 EJ1880
 EJ1880                          STATION RECOVERY (2011)
 EJ1880
 EJ1880'RECOVERY NOTE BY GEOCACHING 2011 (JA)
 EJ1880'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1884 ***********************************************************************
 EJ1884  DESIGNATION -  BENTON FIRST METHODIST CHURCH
 EJ1884  PID         -  EJ1884
 EJ1884  STATE/COUNTY-  AR/SALINE
 EJ1884  COUNTRY     -  US
 EJ1884  USGS QUAD   -  BENTON (2017)
 EJ1884
 EJ1884                         *CURRENT SURVEY CONTROL
 EJ1884  ______________________________________________________________________
 EJ1884* NAD 83(1997) POSITION- 34 33 55.08277(N) 092 35 17.82086(W)   ADJUSTED
 EJ1884  ______________________________________________________________________
 EJ1884  GEOID HEIGHT    -        -26.412 (meters)                     GEOID18
 EJ1884  LAPLACE CORR    -          2.38  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1884.GEOID18 height accuracy estimate available here.
 EJ1884
 EJ1884.Click photographs - Photos may exist for this station.
 EJ1884
 EJ1884.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1884
 EJ1884. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU3776724915(NAD 83)
 EJ1884
 EJ1884                          SUPERSEDED SURVEY CONTROL
 EJ1884
 EJ1884  NAD 83(1986)-  34 33 55.09410(N)    092 35 17.81204(W) AD(       ) 3
 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
 EJ1884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1884.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1884
 EJ1884_MARKER: 91 = CHURCH CROSS
 EJ1884_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EJ1884+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2011
 EJ1884
 EJ1884  HISTORY     - Date     Condition        Report By
 EJ1884  HISTORY     - 1964     FIRST OBSERVED   CGS
 EJ1884  HISTORY     - 19980425 GOOD             USPSQD
 EJ1884  HISTORY     - 20111203 GOOD             GEOCAC
 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.
 EJ1884
 EJ1884                          STATION RECOVERY (2011)
 EJ1884
 EJ1884'RECOVERY NOTE BY GEOCACHING 2011 (JA)
 EJ1884'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0868 ***********************************************************************
 EJ0868  DESIGNATION -  BENTON NORTH MERIDIAN
 EJ0868  PID         -  EJ0868
 EJ0868  STATE/COUNTY-  AR/SALINE
 EJ0868  COUNTRY     -  US
 EJ0868  USGS QUAD   -  BENTON (2017)
 EJ0868
 EJ0868                         *CURRENT SURVEY CONTROL
 EJ0868  ______________________________________________________________________
 EJ0868* NAD 83(1986) POSITION- 34 33 55.2    (N) 092 35 13.3    (W)   HD_HELD2
 EJ0868* NAVD 88 ORTHO HEIGHT -   127.330 (meters)      417.75  (feet) ADJUSTED
 EJ0868  ______________________________________________________________________
 EJ0868  GEOID HEIGHT    -        -26.410 (meters)                     GEOID18
 EJ0868  DYNAMIC HEIGHT  -        127.211 (meters)      417.36  (feet) COMP
 EJ0868  MODELED GRAVITY -    979,702.5   (mgal)                       NAVD 88
 EJ0868
 EJ0868  VERT ORDER      -  SECOND    CLASS I
 EJ0868
 EJ0868.The horizontal coordinates were established by autonomous hand held GPS
 EJ0868.observations and have an estimated accuracy of +/- 10 meters.
 EJ0868
 EJ0868.The orthometric height was determined by differential leveling and
 EJ0868.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0868.in December 2014.
 EJ0868
 EJ0868.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0868.GEOID18 height accuracy estimate available here.
 EJ0868
 EJ0868.Click photographs - Photos may exist for this station.
 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     -   610,744.      346,132.      MT  (+/- 10 meters HH2 GPS)
 EJ0868
 EJ0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU3788224919(NAD 83)
 EJ0868
 EJ0868                          SUPERSEDED SURVEY CONTROL
 EJ0868
 EJ0868  NAVD 88 (06/15/91)  127.354  (m)          417.83   (f) SUPERSEDED  2 0
 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
 EJ0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0868.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0868
 EJ0868_MARKER: DM = MAGNETIC STATION DISK
 EJ0868_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0868_MARK LOGO: CGS
 EJ0868_PROJECTION: FLUSH
 EJ0868_MAGNETIC: N = NO MAGNETIC MATERIAL
 EJ0868_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0868_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EJ0868+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2015
 EJ0868
 EJ0868  HISTORY     - Date     Condition        Report By
 EJ0868  HISTORY     - UNK      MONUMENTED       CGS
 EJ0868  HISTORY     - 1936     GOOD             CGS
 EJ0868  HISTORY     - 19980425 GOOD             USPSQD
 EJ0868  HISTORY     - 20030408 GOOD             INDIV
 EJ0868  HISTORY     - 20101010 GOOD             JCLS
 EJ0868  HISTORY     - 20111203 GOOD             GEOCAC
 EJ0868  HISTORY     - 20130813 GOOD             ARHD
 EJ0868  HISTORY     - 20140422 GOOD             ARHD
 EJ0868  HISTORY     - 20150309 GOOD             GEOCAC
 EJ0868
 EJ0868                          STATION DESCRIPTION
 EJ0868
 EJ0868'DESCRIBED BY COAST AND 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.
 EJ0868
 EJ0868                          STATION RECOVERY (2010)
 EJ0868
 EJ0868'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2010
 EJ0868'RECOVERED IN GOOD CONDITION.
 EJ0868
 EJ0868                          STATION RECOVERY (2011)
 EJ0868
 EJ0868'RECOVERY NOTE BY GEOCACHING 2011 (JA)
 EJ0868'RECOVERED IN GOOD CONDITION.
 EJ0868
 EJ0868                          STATION RECOVERY (2013)
 EJ0868
 EJ0868'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (JDH)
 EJ0868'RECOVERED AS DESCRIBED.
 EJ0868
 EJ0868                          STATION RECOVERY (2014)
 EJ0868
 EJ0868'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (VJB)
 EJ0868'RECOVERED IN GOOD CONDITION.
 EJ0868
 EJ0868                          STATION RECOVERY (2015)
 EJ0868
 EJ0868'RECOVERY NOTE BY GEOCACHING 2015 (LPC)
 EJ0868'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0769 ***********************************************************************
 EJ0769  DESIGNATION -  BENTON SOUTH MERIDIAN
 EJ0769  PID         -  EJ0769
 EJ0769  STATE/COUNTY-  AR/SALINE
 EJ0769  COUNTRY     -  US
 EJ0769  USGS QUAD   -  BENTON (2017)
 EJ0769
 EJ0769                         *CURRENT SURVEY CONTROL
 EJ0769  ______________________________________________________________________
 EJ0769* NAD 83(1986) POSITION- 34 33 52.     (N) 092 35 14.     (W)   SCALED
 EJ0769* NAVD 88 ORTHO HEIGHT -   126.801 (meters)      416.01  (feet) ADJUSTED
 EJ0769  ______________________________________________________________________
 EJ0769  GEOID HEIGHT    -        -26.408 (meters)                     GEOID18
 EJ0769  DYNAMIC HEIGHT  -        126.683 (meters)      415.63  (feet) COMP
 EJ0769  MODELED GRAVITY -    979,702.6   (mgal)                       NAVD 88
 EJ0769
 EJ0769  VERT ORDER      -  SECOND    CLASS 0
 EJ0769
 EJ0769.The horizontal coordinates were scaled from a map and have
 EJ0769.an estimated accuracy of +/- 6 seconds.
 EJ0769
 EJ0769.The orthometric height was determined by differential leveling and
 EJ0769.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0769.in June 1991.
 EJ0769
 EJ0769.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0769.GEOID18 height accuracy estimate available here.
 EJ0769
 EJ0769.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU378248(NAD 83)
 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
 EJ0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0769.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0769
 EJ0769_MARKER: DM = MAGNETIC STATION DISK
 EJ0769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0769_MARK LOGO: CGS
 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  HISTORY     - 20140422 MARK NOT FOUND   ARHD
 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.
 EJ0769
 EJ0769                          STATION RECOVERY (2014)
 EJ0769
 EJ0769'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (VJB)
 EJ0769'A NEW WAR MEMORIAL HAS BEEN CONSTRUCTED IN THE LOCATION OF THE MARK,
 EJ0769'PRESUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1882 ***********************************************************************
 EJ1882  DESIGNATION -  BENTON WEST MUNICIPAL TANK
 EJ1882  PID         -  EJ1882
 EJ1882  STATE/COUNTY-  AR/SALINE
 EJ1882  COUNTRY     -  US
 EJ1882  USGS QUAD   -  BENTON (2017)
 EJ1882
 EJ1882                         *CURRENT SURVEY CONTROL
 EJ1882  ______________________________________________________________________
 EJ1882* NAD 83(1997) POSITION- 34 34 11.35534(N) 092 35 10.35833(W)   ADJUSTED
 EJ1882  ______________________________________________________________________
 EJ1882  GEOID HEIGHT    -        -26.418 (meters)                     GEOID18
 EJ1882  LAPLACE CORR    -          2.39  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1882.GEOID18 height accuracy estimate available here.
 EJ1882
 EJ1882.Click photographs - Photos may exist for this station.
 EJ1882
 EJ1882.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1882
 EJ1882. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU3795525417(NAD 83)
 EJ1882
 EJ1882                          SUPERSEDED SURVEY CONTROL
 EJ1882
 EJ1882  NAD 83(1986)-  34 34 11.36666(N)    092 35 10.34952(W) AD(       ) 3
 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
 EJ1882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1882.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1882
 EJ1882_MARKER: 53 = ELEVATED TANK
 EJ1882_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EJ1882+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2011
 EJ1882
 EJ1882  HISTORY     - Date     Condition        Report By
 EJ1882  HISTORY     - 1964     FIRST OBSERVED   CGS
 EJ1882  HISTORY     - 20111203 GOOD             GEOCAC
 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.
 EJ1882
 EJ1882                          STATION RECOVERY (2011)
 EJ1882
 EJ1882'RECOVERY NOTE BY GEOCACHING 2011 (JA)
 EJ1882'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GG0601 ***********************************************************************
 GG0601  DESIGNATION -  BENTONVILLE
 GG0601  PID         -  GG0601
 GG0601  STATE/COUNTY-  AR/BENTON
 GG0601  COUNTRY     -  US
 GG0601  USGS QUAD   -  BENTONVILLE SOUTH (2017)
 GG0601
 GG0601                         *CURRENT SURVEY CONTROL
 GG0601  ______________________________________________________________________
 GG0601* NAD 83(1997) POSITION- 36 22 07.06224(N) 094 13 18.72391(W)   ADJUSTED
 GG0601* NAVD 88 ORTHO HEIGHT -   397.88  (+/-2cm)     1305.4   (feet) VERTCON3
 GG0601  ______________________________________________________________________
 GG0601  GEOID HEIGHT    -        -28.156 (meters)                     GEOID18
 GG0601  LAPLACE CORR    -         -0.25  (seconds)                    DEFLEC18
 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
 GG0601.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0601.GEOID18 height accuracy estimate available here.
 GG0601
 GG0601.The vertical order pertains to the NGVD 29 superseded value.
 GG0601
 GG0601.Click photographs - Photos may exist for this station.
 GG0601
 GG0601.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0601
 GG0601. The following values were computed from the NAD 83(1997) position.
 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 AZ MK                        156 52 49.0
 GG0601:SPC MO W     -  BENTONVILLE AZ MK                        155 25 20.8
 GG0601:UTM  15      -  BENTONVILLE AZ MK                        156 18 43.1
 GG0601
 GG0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA9038825529(NAD 83)
 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(1993)-  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             397.74   (m)         1304.9    (f) LEVELING    3  
 GG0601
 GG0601.Superseded values are not recommended for survey control.
 GG0601
 GG0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0601.See file dsdata.pdf to determine how the superseded data were derived.
 GG0601
 GG0601_MARKER: DS = TRIANGULATION STATION DISK
 GG0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0601_STAMPING: BENTONVILLE 1961
 GG0601_MARK LOGO: CGS
 GG0601_PROJECTION: FLUSH
 GG0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0601+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DR3328 ***********************************************************************
 DR3328  HT_MOD      -  This is a Height Modernization Survey Station.
 DR3328  DESIGNATION -  BENTONVILLE BASE ARP
 DR3328  PID         -  DR3328
 DR3328  STATE/COUNTY-  AR/BENTON
 DR3328  COUNTRY     -  US
 DR3328  USGS QUAD   -  BENTONVILLE SOUTH (2017)
 DR3328
 DR3328                         *CURRENT SURVEY CONTROL
 DR3328  ______________________________________________________________________
 DR3328* NAD 83(2011) POSITION- 36 20 26.13952(N) 094 12 56.96446(W)   ADJUSTED
 DR3328* NAD 83(2011) ELLIP HT-   374.282 (meters)        (11/15/19)   ADJUSTED
 DR3328* NAD 83(2011) EPOCH   -  2010.00
 DR3328* NAVD 88 ORTHO HEIGHT -   402.44  (meters)     1320.3   (feet) GPS OBS
 DR3328  ______________________________________________________________________
 DR3328  GEOID HEIGHT    -        -28.149 (meters)                     GEOID18
 DR3328  NAD 83(2011) X  -   -378,153.737 (meters)                     COMP
 DR3328  NAD 83(2011) Y  - -5,130,076.746 (meters)                     COMP
 DR3328  NAD 83(2011) Z  -  3,758,922.507 (meters)                     COMP
 DR3328  LAPLACE CORR    -         -0.12  (seconds)                    DEFLEC18
 DR3328
 DR3328  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR3328  Standards:
 DR3328         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR3328            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR3328  -------------------------------------------------------------------
 DR3328  NETWORK    0.52   2.06           0.24   0.17   1.05     -0.01733889
 DR3328  -------------------------------------------------------------------
 DR3328  Click here for local accuracies and other accuracy information.
 DR3328
 DR3328.The horizontal coordinates were established by GPS observations
 DR3328.and adjusted by the CEI ENGINEERING ASSOC in November 2019.
 DR3328
 DR3328.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR3328.been affixed to the stable North American tectonic plate. See 
 DR3328.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR3328
 DR3328.The horizontal coordinates are valid at the epoch date displayed above
 DR3328.which is a decimal equivalence of Year/Month/Day.
 DR3328
 DR3328.The orthometric height was determined by GPS observations and a
 DR3328.high-resolution geoid model using precise GPS observation and
 DR3328.processing techniques.
 DR3328
 DR3328.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR3328.GEOID18 height accuracy estimate available here.
 DR3328
 DR3328.Click photographs - Photos may exist for this station.
 DR3328
 DR3328.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR3328
 DR3328.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR3328
 DR3328.The ellipsoidal height was determined by GPS observations
 DR3328.and is referenced to NAD 83.
 DR3328
 DR3328. The following values were computed from the NAD 83(2011) position.
 DR3328
 DR3328;                    North         East     Units Scale Factor Converg.
 DR3328;SPC AR N     -   224,936.528   201,088.016   MT  1.00002296   -1 17 21.8
 DR3328;SPC AR N     -   737,979.26    659,736.27   sFT  1.00002296   -1 17 21.8
 DR3328;UTM  15      - 4,022,412.481   390,891.387   MT  0.99974668   -0 43 14.0
 DR3328
 DR3328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR3328!SPC AR N     -   0.99994126  x   1.00002296  =   0.99996422
 DR3328!UTM  15      -   0.99994126  x   0.99974668  =   0.99968796
 DR3328
 DR3328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA9089122412(NAD 83)
 DR3328
 DR3328                          SUPERSEDED SURVEY CONTROL
 DR3328
 DR3328.No superseded survey control is available for this station.
 DR3328
 DR3328_MARKER: Z = SEE DESCRIPTION
 DR3328_SP_SET: ANTENNA REFERENCE POINT
 DR3328_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DR3328_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR3328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR3328+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2019
 DR3328
 DR3328  HISTORY     - Date     Condition        Report By
 DR3328  HISTORY     - 20190720 MONUMENTED       AR0340
 DR3328
 DR3328                          STATION DESCRIPTION
 DR3328
 DR3328'DESCRIBED BY CITY OF BENTONVILLE ARKANSAS 2019 (JKB)
 DR3328'THE STATION IS LOCATED ABOUT 5.5 MI (8.8 KM) WEST OF ROGERS, 4.1 MI
 DR3328'(6.6 KM) EAST-SOUTHEAST OF CENTERTON AND 2.3 MI (3.6 KM) SOUTH OF
 DR3328'BENTONVILLE.
 DR3328'
 DR3328'BASE STATION FOR THE CITY OF BENTONVILLE.  NO ACCESS, PRIVATE
 DR3328'PROPERTY.
 DR3328'
 DR3328'CITY BUILDING.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GG0604 ***********************************************************************
 GG0604  DESIGNATION -  BENTONVILLE MUNICIPAL TANK
 GG0604  PID         -  GG0604
 GG0604  STATE/COUNTY-  AR/BENTON
 GG0604  COUNTRY     -  US
 GG0604  USGS QUAD   -  BENTONVILLE SOUTH (2017)
 GG0604
 GG0604                         *CURRENT SURVEY CONTROL
 GG0604  ______________________________________________________________________
 GG0604* NAD 83(1997) POSITION- 36 22 25.21285(N) 094 12 40.52893(W)   ADJUSTED
 GG0604  ______________________________________________________________________
 GG0604  GEOID HEIGHT    -        -28.161 (meters)                     GEOID18
 GG0604  LAPLACE CORR    -         -0.31  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0604.GEOID18 height accuracy estimate available here.
 GG0604
 GG0604.Click photographs - Photos may exist for this station.
 GG0604
 GG0604.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0604
 GG0604. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA9134726076(NAD 83)
 GG0604
 GG0604                          SUPERSEDED SURVEY CONTROL
 GG0604
 GG0604  NAD 83(1997)-  36 22 25.21709(N)    094 12 40.53232(W) AD(       ) 3
 GG0604  NAD 83(1993)-  36 22 25.22593(N)    094 12 40.53175(W) AD(       ) 3
 GG0604  NAD 83(1986)-  36 22 25.22577(N)    094 12 40.53058(W) AD(       ) 3
 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
 GG0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0604.See file dsdata.pdf to determine how the superseded data were derived.
 GG0604
 GG0604_MARKER: 53 = ELEVATED TANK
 GG0604_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0604+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2009
 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  HISTORY     - 20080627 GOOD             GEOCAC
 GG0604  HISTORY     - 20090810 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.
 GG0604
 GG0604                          STATION RECOVERY (2008)
 GG0604
 GG0604'RECOVERY NOTE BY GEOCACHING 2008 (MM)
 GG0604'RECOVERED IN GOOD CONDITION.
 GG0604
 GG0604                          STATION RECOVERY (2009)
 GG0604
 GG0604'RECOVERY NOTE BY GEOCACHING 2009 (JA)
 GG0604'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GG0936 ***********************************************************************
 GG0936  DESIGNATION -  BENTPORT
 GG0936  PID         -  GG0936
 GG0936  STATE/COUNTY-  AR/BENTON
 GG0936  COUNTRY     -  US
 GG0936  USGS QUAD   -  BENTONVILLE SOUTH (2017)
 GG0936
 GG0936                         *CURRENT SURVEY CONTROL
 GG0936  ______________________________________________________________________
 GG0936* NAD 83(1997) POSITION- 36 20 46.49021(N) 094 13 08.73528(W)   ADJUSTED
 GG0936* NAD 83(1997) ELLIP HT-   366.904 (meters)        (09/24/01)   ADJUSTED
 GG0936* NAVD 88 ORTHO HEIGHT -   394.8   (meters)     1295.    (feet) GPS OBS
 GG0936  ______________________________________________________________________
 GG0936  NAVD 88 orthometric height was determined with an earlier geoid model
 GG0936  GEOID HEIGHT    -        -28.150 (meters)                     GEOID18
 GG0936  NAD 83(1997) X  -   -378,418.704 (meters)                     COMP
 GG0936  NAD 83(1997) Y  - -5,129,678.474 (meters)                     COMP
 GG0936  NAD 83(1997) Z  -  3,759,423.429 (meters)                     COMP
 GG0936  LAPLACE CORR    -         -0.13  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0936.GEOID18 height accuracy estimate available here.
 GG0936
 GG0936.Click photographs - Photos may exist for this station.
 GG0936
 GG0936.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GG0936
 GG0936.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0936
 GG0936.The ellipsoidal height was determined by GPS observations
 GG0936.and is referenced to NAD 83.
 GG0936
 GG0936. The following values were computed from the NAD 83(1997) position.
 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  =   0.99968987
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA9060523043(NAD 83)
 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)  366.798  (m)                       GP(       ) 4 1
 GG0936  NAD 83(1997)-  36 20 46.49490(N)    094 13 08.73634(W) AD(       ) 1
 GG0936  NAD 83(1993)-  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)  UNKNOWN  model used  GPS OBS        
 GG0936  NGVD 29 (11/13/90)  394.9    (m)  RAPSU86  model used  GPS OBS        
 GG0936
 GG0936.Superseded values are not recommended for survey control.
 GG0936
 GG0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0936.See file dsdata.pdf to determine how the superseded data were derived.
 GG0936
 GG0936_MARKER: I = METAL ROD
 GG0936_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 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 - May 01, 2014
 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     - 20031021 GOOD             ARHD
 GG0936  HISTORY     - 20080306 GOOD             AIRDAT
 GG0936  HISTORY     - 20140501 GOOD             AKS
 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 72712.
 GG0936'AIRPORT MANAGER IS JERRY JARNAGAN (MARY JARNAGAN), 2702 SW 1 ST
 GG0936'STREET, BENTONVILLE AR 72712.  PHONE IS501-273-3113 OR HOME
 GG0936'501-273-3317.
 GG0936'
 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 THE
 GG0936'AIRPORT ENTRANCE ROAD FOR 0.58 KM (0.36 MI) TO A GRAVELED ROAD ON THE
 GG0936'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 STATION
 GG0936'ON THE RIGHT.
 GG0936'
 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.  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 (2003)
 GG0936
 GG0936'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2003
 GG0936'ELEVATION RUN 3-WIRE LEVEL LOOP FROM G 34 RESET = 1296.043 FT
 GG0936
 GG0936                          STATION RECOVERY (2008)
 GG0936
 GG0936'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2008 (JJH)
 GG0936'RECOVERED IN GOOD CONDITION.
 GG0936
 GG0936                          STATION RECOVERY (2014)
 GG0936
 GG0936'RECOVERY NOTE BY AK SURVEY 2014 (AMD)
 GG0936'AIRPORT SITE IS UNDER CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GG0937 ***********************************************************************
 GG0937  DESIGNATION -  BENTPORT AZ MK
 GG0937  PID         -  GG0937
 GG0937  STATE/COUNTY-  AR/BENTON
 GG0937  COUNTRY     -  US
 GG0937  USGS QUAD   -  BENTONVILLE SOUTH (2017)
 GG0937
 GG0937                         *CURRENT SURVEY CONTROL
 GG0937  ______________________________________________________________________
 GG0937* NAD 83(1997) POSITION- 36 21 04.77575(N) 094 13 08.82643(W)   ADJUSTED
 GG0937* NAD 83(1997) ELLIP HT-   364.317 (meters)        (09/24/01)   ADJUSTED
 GG0937* NAVD 88 ORTHO HEIGHT -   392.5   (meters)     1288.    (feet) VERTCON3
 GG0937  ______________________________________________________________________
 GG0937  GEOID HEIGHT    -        -28.151 (meters)                     GEOID18
 GG0937  NAD 83(1997) X  -   -378,396.239 (meters)                     COMP
 GG0937  NAD 83(1997) Y  - -5,129,343.052 (meters)                     COMP
 GG0937  NAD 83(1997) Z  -  3,759,875.882 (meters)                     COMP
 GG0937  LAPLACE CORR    -         -0.15  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0937.GEOID18 height accuracy estimate available here.
 GG0937
 GG0937.Click photographs - Photos may exist for this station.
 GG0937
 GG0937.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GG0937
 GG0937.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0937
 GG0937.The ellipsoidal height was determined by GPS observations
 GG0937.and is referenced to NAD 83.
 GG0937
 GG0937. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA9061023606(NAD 83)
 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)  364.211  (m)                       GP(       ) 4 1
 GG0937  NAD 83(1997)-  36 21 04.78044(N)    094 13 08.82750(W) AD(       ) 1
 GG0937  NAD 83(1993)-  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)  RAPSU86  model used  GPS OBS        
 GG0937
 GG0937.Superseded values are not recommended for survey control.
 GG0937
 GG0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0937.See file dsdata.pdf to determine how the superseded data were derived.
 GG0937
 GG0937_MARKER: I = METAL ROD
 GG0937_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 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 - May 01, 2014
 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  HISTORY     - 20070726 MARK NOT FOUND   INDIV
 GG0937  HISTORY     - 20140501 GOOD             AKS
 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 DEPARTMENT OF TRANSPORTATION 2003
 GG0937'ELEVATION RUN 3-WIRE LEVEL LOOP FROM G 34 RESET = 1287.498 FT
 GG0937
 GG0937                          STATION RECOVERY (2007)
 GG0937
 GG0937'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (RDS)
 GG0937'AZIMUTH MARK NOT FOUND.  ASSUMED TO BE DESTROYED DURING RECENT RUNWAY
 GG0937'LIGHTING PROJECT.
 GG0937
 GG0937                          STATION RECOVERY (2014)
 GG0937
 GG0937'RECOVERY NOTE BY AK SURVEY 2014 (AMD)
 GG0937'CASE AND COVER BROKEN AND MISSING BUT ACTUAL MARK RECOVERED, AIRPORT
 GG0937'
 GG0937'SITE IS UNDER CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0791 ***********************************************************************
 GF0791  DESIGNATION -  BERGMAN
 GF0791  PID         -  GF0791
 GF0791  STATE/COUNTY-  AR/BOONE
 GF0791  COUNTRY     -  US
 GF0791  USGS QUAD   -  OMAHA NE (2017)
 GF0791
 GF0791                         *CURRENT SURVEY CONTROL
 GF0791  ______________________________________________________________________
 GF0791* NAD 83(1997) POSITION- 36 22 40.56381(N) 093 01 49.44631(W)   ADJUSTED
 GF0791* NAVD 88 ORTHO HEIGHT -   418.    (meters)     1371.    (feet) SCALED
 GF0791  ______________________________________________________________________
 GF0791  GEOID HEIGHT    -        -28.423 (meters)                     GEOID18
 GF0791  LAPLACE CORR    -         -0.16  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0791.GEOID18 height accuracy estimate available here.
 GF0791
 GF0791.Click photographs - Photos may exist for this station.
 GF0791
 GF0791.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0791
 GF0791. The following values were computed from the NAD 83(1997) position.
 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  =   0.99953896
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA9727325868(NAD 83)
 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
 GF0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0791.See file dsdata.pdf to determine how the superseded data were derived.
 GF0791
 GF0791_MARKER: DS = TRIANGULATION STATION DISK
 GF0791_SETTING: 80 = SET IN A BOULDER
 GF0791_STAMPING: BERGMAN 1928
 GF0791_MARK LOGO: CGS
 GF0791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0791+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DQ1244 ***********************************************************************
 DQ1244  DESIGNATION -  BERRY
 DQ1244  PID         -  DQ1244
 DQ1244  STATE/COUNTY-  AR/VAN BUREN
 DQ1244  COUNTRY     -  US
 DQ1244  USGS QUAD   -  ALREAD (2017)
 DQ1244
 DQ1244                         *CURRENT SURVEY CONTROL
 DQ1244  ______________________________________________________________________
 DQ1244* NAD 83(1986) POSITION- 35 37 58.52   (N) 092 40 52.11   (W)   HD_HELD1
 DQ1244* NAVD 88 ORTHO HEIGHT -   507.977 (meters)     1666.59  (feet) ADJUSTED
 DQ1244  ______________________________________________________________________
 DQ1244  GEOID HEIGHT    -        -28.003 (meters)                     GEOID18
 DQ1244  DYNAMIC HEIGHT  -        507.487 (meters)     1664.98  (feet) COMP
 DQ1244  MODELED GRAVITY -    979,651.2   (mgal)                       NAVD 88
 DQ1244
 DQ1244  VERT ORDER      -  SECOND    CLASS I
 DQ1244
 DQ1244.The horizontal coordinates were determined by differentially corrected
 DQ1244.hand held GPS observations or other comparable positioning techniques
 DQ1244.and have an estimated accuracy of +/- 3 meters.
 DQ1244
 DQ1244.The orthometric height was determined by differential leveling and
 DQ1244.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1244.in March 2016.
 DQ1244
 DQ1244.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1244.GEOID18 height accuracy estimate available here.
 DQ1244
 DQ1244.Click photographs - Photos may exist for this station.
 DQ1244
 DQ1244.The dynamic height is computed by dividing the NAVD 88
 DQ1244.geopotential number by the normal gravity value computed on the
 DQ1244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1244.degrees latitude (g = 980.6199 gals.).
 DQ1244
 DQ1244.The modeled gravity was interpolated from observed gravity values.
 DQ1244
 DQ1244;                    North         East    Units  Estimated Accuracy
 DQ1244;SPC AR N     -   144,391.8     338,306.8     MT  (+/- 3 meters HH1 GPS) 
 DQ1244
 DQ1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV2887043282(NAD 83)
 DQ1244
 DQ1244                          SUPERSEDED SURVEY CONTROL
 DQ1244
 DQ1244.No superseded survey control is available for this station.
 DQ1244
 DQ1244_MARKER: DB = BENCH MARK DISK
 DQ1244_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DQ1244_STAMPING: BERRY 2015
 DQ1244_MARK LOGO: ARHD
 DQ1244_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1244_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1244_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1244+SATELLITE: SATELLITE OBSERVATIONS - December 22, 2015
 DQ1244
 DQ1244  HISTORY     - Date     Condition        Report By
 DQ1244  HISTORY     - 20151222 MONUMENTED       ARHD
 DQ1244
 DQ1244                          STATION DESCRIPTION
 DQ1244
 DQ1244'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 DQ1244'THE STATION IS LOCATED ABOUT 8.3 MI (13.4 KM) NORTH-NORTHWEST OF
 DQ1244'SCOTLAND, 2.5 MI (4.0 KM) NORTH-NORTHEAST OF REX AND IN THE TOWN OF
 DQ1244'ALREAD, AR.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ1244'
 DQ1244'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 16,
 DQ1244'GO WEST ON HIGHWAY 16 FOR TO THE STATION ON THE RIGHT.
 DQ1244'
 DQ1244'IT IS 80 FT (24.4 M) SOUTHWEST OF ALREAD SCHOOL SIGN, 73 FT (22.3 M)
 DQ1244'SOUTH OF A LIGHT POLE, 31 FT (9.4 M) NORTH OF HIGHWAY 16 CENTERLINE
 DQ1244'AND 27 FT (8.2 M) WEST OF AN 18 INCH METAL CULVERT.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0837 ***********************************************************************
 GF0837  DESIGNATION -  BERRYVILLE 2 AZ MK
 GF0837  PID         -  GF0837
 GF0837  STATE/COUNTY-  AR/CARROLL
 GF0837  COUNTRY     -  US
 GF0837  USGS QUAD   -  GRANDVIEW (2017)
 GF0837
 GF0837                         *CURRENT SURVEY CONTROL
 GF0837  ______________________________________________________________________
 GF0837* NAD 83(1997) POSITION- 36 22 57.01941(N) 093 36 01.81358(W)   NO CHECK
 GF0837* NAVD 88 ORTHO HEIGHT -   377.4   (meters)     1238.    (feet) VERTCON3
 GF0837  ______________________________________________________________________
 GF0837  GEOID HEIGHT    -        -28.278 (meters)                     GEOID18
 GF0837  LAPLACE CORR    -         -0.23  (seconds)                    DEFLEC18
 GF0837  HORZ ORDER      -  THIRD
 GF0837
 GF0837.The horizontal coordinates were established by classical geodetic methods
 GF0837.and adjusted by the National Geodetic Survey in September 1999.
 GF0837
 GF0837.No horizontal observational check was made to the station.
 GF0837
 GF0837.The NAVD 88 height was computed by applying the VERTCON shift value to
 GF0837.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GF0837
 GF0837.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0837.GEOID18 height accuracy estimate available here.
 GF0837
 GF0837.Click photographs - Photos may exist for this station.
 GF0837
 GF0837.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0837
 GF0837. The following values were computed from the NAD 83(1997) position.
 GF0837
 GF0837;                    North         East     Units Scale Factor Converg.
 GF0837;SPC AR N     -   228,516.263   256,394.368   MT  1.00003289   -0 55 52.8
 GF0837;SPC AR N     -   749,723.77    841,187.19   sFT  1.00003289   -0 55 52.8
 GF0837;SPC MO C     -    61,495.146   401,260.670   MT  1.00005341   -0 39 10.2
 GF0837;SPC MO W     -    24,324.733   930,704.684   MT  1.00002140   +0 32 00.9
 GF0837;UTM  15      - 4,026,542.674   446,140.295   MT  0.99963574   -0 21 22.4
 GF0837
 GF0837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0837!SPC AR N     -   0.99994521  x   1.00003289  =   0.99997809
 GF0837!SPC MO C     -   0.99994521  x   1.00005341  =   0.99999861
 GF0837!SPC MO W     -   0.99994521  x   1.00002140  =   0.99996660
 GF0837!UTM  15      -   0.99994521  x   0.99963574  =   0.99958097
 GF0837
 GF0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA4614026542(NAD 83)
 GF0837
 GF0837                          SUPERSEDED SURVEY CONTROL
 GF0837
 GF0837  NAD 83(1997)-  36 22 57.02763(N)    093 36 01.81615(W) AD(       ) 3
 GF0837  NAD 83(1993)-  36 22 57.03037(N)    093 36 01.81395(W) AD(       ) 3
 GF0837  NAD 83(1986)-  36 22 57.03052(N)    093 36 01.81409(W) AD(       ) 3
 GF0837  NAD 27      -  36 22 56.78352(N)    093 36 01.14211(W) AD(       ) 3
 GF0837  NGVD 29 (07/19/86)  377.3    (m)         1238.     (f) VERT ANG       
 GF0837
 GF0837.Superseded values are not recommended for survey control.
 GF0837
 GF0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0837.See file dsdata.pdf to determine how the superseded data were derived.
 GF0837
 GF0837_MARKER: DZ = AZIMUTH MARK DISK
 GF0837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0837_STAMPING: BERRYVILLE 2 1969
 GF0837_MARK LOGO: CGS
 GF0837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0837+STABILITY: SURFACE MOTION
 GF0837
 GF0837  HISTORY     - Date     Condition        Report By
 GF0837  HISTORY     - 1969     MONUMENTED       CGS
 GF0837
 GF0837                          STATION DESCRIPTION
 GF0837
 GF0837'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LFS)
 GF0837'THE MARK IS LOCATED ABOUT 7.8 MI (12.6 KM) EAST OF EUREKA SPRINGS, 3.7
 GF0837'MI (6.0 KM) SOUTH-SOUTHEAST OF GRANDVIEW AND 2.2 MI (3.5 KM) NORTHWEST
 GF0837'OF BERRYVILLE.
 GF0837'
 GF0837'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES
 GF0837'(5 CM)  66.6 FT (20.3 M) SOUTH OF THE CENTER OF U.S. HIGHWAY 62 AND 1
 GF0837'FT (0.3 M) EAST OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0833 ***********************************************************************
 GF0833  DESIGNATION -  BERRYVILLE 2 RESET
 GF0833  PID         -  GF0833
 GF0833  STATE/COUNTY-  AR/CARROLL
 GF0833  COUNTRY     -  US
 GF0833  USGS QUAD   -  GRANDVIEW (2017)
 GF0833
 GF0833                         *CURRENT SURVEY CONTROL
 GF0833  ______________________________________________________________________
 GF0833* NAD 83(1997) POSITION- 36 22 37.63310(N) 093 35 01.19932(W)   NO CHECK
 GF0833* NAVD 88 ORTHO HEIGHT -   387.    (meters)     1270.    (feet) SCALED
 GF0833  ______________________________________________________________________
 GF0833  GEOID HEIGHT    -        -28.275 (meters)                     GEOID18
 GF0833  LAPLACE CORR    -          0.03  (seconds)                    DEFLEC18
 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
 GF0833.No horizontal observational check was made to the station.
 GF0833
 GF0833.The orthometric height was scaled from a topographic map.
 GF0833
 GF0833.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0833.GEOID18 height accuracy estimate available here.
 GF0833
 GF0833.Click photographs - Photos may exist for this station.
 GF0833
 GF0833.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0833
 GF0833. The following values were computed from the NAD 83(1997) position.
 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 C     -    60,880.509   402,764.694   MT  1.00004978   -0 38 34.0
 GF0833;SPC MO W     -    23,741.385   932,221.069   MT  1.00002444   +0 32 36.6
 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     -   0.99994368  x   1.00003159  =   0.99997527
 GF0833!SPC MO C     -   0.99994368  x   1.00004978  =   0.99999346
 GF0833!SPC MO W     -   0.99994368  x   1.00002444  =   0.99996812
 GF0833!UTM  15      -   0.99994368  x   0.99963377  =   0.99957747
 GF0833
 GF0833:                Primary Azimuth Mark                     Grid Az
 GF0833:SPC AR N     -  BERRYVILLE 2 AZ MK                       292 30 23.9
 GF0833:SPC MO C     -  BERRYVILLE 2 AZ MK                       292 13 40.4
 GF0833:SPC MO W     -  BERRYVILLE 2 AZ MK                       291 02 29.8
 GF0833:UTM  15      -  BERRYVILLE 2 AZ MK                       291 55 52.6
 GF0833
 GF0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA4764625936(NAD 83)
 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(1993)-  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
 GF0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0833.See file dsdata.pdf to determine how the superseded data were derived.
 GF0833
 GF0833_MARKER: DH = HORIZONTAL CONTROL DISK
 GF0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0833_STAMPING: BERRYVILLE 2 1969 1975
 GF0833_MARK LOGO: NGS
 GF0833_PROJECTION: RECESSED 30 CENTIMETERS
 GF0833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0833+STABILITY: SURFACE MOTION
 GF0833_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0833+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2011
 GF0833
 GF0833  HISTORY     - Date     Condition        Report By
 GF0833  HISTORY     - 1975     MONUMENTED       NGS
 GF0833  HISTORY     - 20110413 GOOD             INDIV
 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.
 GF0833
 GF0833                          STATION RECOVERY (2011)
 GF0833
 GF0833'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (ESI)
 GF0833'HERE ARE SOME NEW TIES TO MARK, 30.6' SOUTH FROM SW COR OF HOUSE AT
 GF0833'915 W. TREMBLE (AKA HWY 62) 24' NE OF A LIGHT POLE, 92' FROM CL HWY
 GF0833'62, 41.5' SW FROM THE SE COR OF HOUSE AT 915 W. TREMBLE. MARK IS
 GF0833'LOCATED IN GRAVEL DR. MARK IS ACROSS THE STREET FROM KFC
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0152 ***********************************************************************
 EJ0152  DESIGNATION -  BET
 EJ0152  PID         -  EJ0152
 EJ0152  STATE/COUNTY-  AR/PULASKI
 EJ0152  COUNTRY     -  US
 EJ0152  USGS QUAD   -  ALEXANDER (2017)
 EJ0152
 EJ0152                         *CURRENT SURVEY CONTROL
 EJ0152  ______________________________________________________________________
 EJ0152* NAD 83(1986) POSITION- 34 38 40.     (N) 092 25 36.     (W)   SCALED
 EJ0152* NAVD 88 ORTHO HEIGHT -    94.378 (meters)      309.64  (feet) ADJUSTED
 EJ0152  ______________________________________________________________________
 EJ0152  GEOID HEIGHT    -        -26.449 (meters)                     GEOID18
 EJ0152  DYNAMIC HEIGHT  -         94.291 (meters)      309.35  (feet) COMP
 EJ0152  MODELED GRAVITY -    979,707.3   (mgal)                       NAVD 88
 EJ0152
 EJ0152  VERT ORDER      -  FIRST     CLASS II
 EJ0152
 EJ0152.The horizontal coordinates were scaled from a map and have
 EJ0152.an estimated accuracy of +/- 6 seconds.
 EJ0152
 EJ0152.The orthometric height was determined by differential leveling and
 EJ0152.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0152.in June 1991.
 EJ0152
 EJ0152.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0152.GEOID18 height accuracy estimate available here.
 EJ0152
 EJ0152.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU525337(NAD 83)
 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
 EJ0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0152.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0152
 EJ0152_MARKER: DD = SURVEY DISK
 EJ0152_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0152_STAMPING: BET 1934
 EJ0152_MARK LOGO: CGS+SS
 EJ0152_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0152
 EJ0152  HISTORY     - Date     Condition        Report By
 EJ0152  HISTORY     - 1934     MONUMENTED       ARGS
 EJ0152  HISTORY     - 1935     GOOD             CGS
 EJ0152
 EJ0152                          STATION DESCRIPTION
 EJ0152
 EJ0152'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FF1888 ***********************************************************************
 FF1888  DESIGNATION -  BETHESDA
 FF1888  PID         -  FF1888
 FF1888  STATE/COUNTY-  AR/INDEPENDENCE
 FF1888  COUNTRY     -  US
 FF1888  USGS QUAD   -  BETHESDA (2017)
 FF1888
 FF1888                         *CURRENT SURVEY CONTROL
 FF1888  ______________________________________________________________________
 FF1888* NAD 83(1997) POSITION- 35 47 31.49707(N) 091 47 07.16282(W)   ADJUSTED
 FF1888* NAVD 88 ORTHO HEIGHT -   198.    (meters)      650.    (feet) SCALED
 FF1888  ______________________________________________________________________
 FF1888  GEOID HEIGHT    -        -27.588 (meters)                     GEOID18
 FF1888  LAPLACE CORR    -         -0.20  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1888.GEOID18 height accuracy estimate available here.
 FF1888
 FF1888.Click photographs - Photos may exist for this station.
 FF1888
 FF1888.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1888
 FF1888. The following values were computed from the NAD 83(1997) position.
 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     -   0.99997324  x   0.99994249  =   0.99991573
 FF1888!UTM  15      -   0.99997324  x   0.99974846  =   0.99972171
 FF1888
 FF1888:                Primary Azimuth Mark                     Grid Az
 FF1888:SPC AR N     -  BETHESDA AZ MK                           187 08 17.8
 FF1888:UTM  15      -  BETHESDA AZ MK                           186 33 09.8
 FF1888
 FF1888_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV0976561568(NAD 83)
 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
 FF1888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1888.See file dsdata.pdf to determine how the superseded data were derived.
 FF1888
 FF1888_MARKER: DS = TRIANGULATION STATION DISK
 FF1888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1888_STAMPING: BETHESDA 1954 1967
 FF1888_MARK LOGO: CGS
 FF1888_PROJECTION: FLUSH
 FF1888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1888+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DK1061 ***********************************************************************
 DK1061  DESIGNATION -  BETTIE BOLT
 DK1061  PID         -  DK1061
 DK1061  STATE/COUNTY-  AR/CHICOT
 DK1061  COUNTRY     -  US
 DK1061  USGS QUAD   -  EUDORA SOUTH (2017)
 DK1061
 DK1061                         *CURRENT SURVEY CONTROL
 DK1061  ______________________________________________________________________
 DK1061* NAD 83(1986) POSITION- 33 07 02.     (N) 091 15 47.     (W)   SCALED
 DK1061* NAVD 88 ORTHO HEIGHT -    39.70  (+/-2cm)      130.2   (feet) VERTCON3
 DK1061  ______________________________________________________________________
 DK1061  GEOID HEIGHT    -        -26.041 (meters)                     GEOID18
 DK1061  VERT ORDER      -  ? (See Below)
 DK1061
 DK1061.The horizontal coordinates were scaled from a 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
 DK1061.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1061.GEOID18 height accuracy estimate available here.
 DK1061
 DK1061.The vertical order pertains to the NGVD 29 superseded value.
 DK1061
 DK1061.Click photographs - Photos may exist for this station.
 DK1061
 DK1061;                    North         East    Units  Estimated Accuracy
 DK1061;SPC AR S     -   450,220.      468,780.      MT  (+/- 180 meters Scaled)
 DK1061
 DK1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS620656(NAD 83)
 DK1061
 DK1061                          SUPERSEDED SURVEY CONTROL
 DK1061
 DK1061  NGVD 29 (11/26/84)   39.789  (m)          130.54   (f) ADJUSTED       
 DK1061
 DK1061.Superseded values are not recommended for survey control.
 DK1061
 DK1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1061.See file dsdata.pdf to determine how the superseded data were derived.
 DK1061
 DK1061_MARKER: B = BOLT
 DK1061_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK1061_SP_SET: UNDERGROUND STONE
 DK1061_PROJECTION: RECESSED 91 CENTIMETERS
 DK1061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1061
 DK1061  HISTORY     - Date     Condition        Report By
 DK1061  HISTORY     - UNK      MONUMENTED       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 DK1062 ***********************************************************************
 DK1062  DESIGNATION -  BETTIE CAP
 DK1062  PID         -  DK1062
 DK1062  STATE/COUNTY-  AR/CHICOT
 DK1062  COUNTRY     -  US
 DK1062  USGS QUAD   -  EUDORA SOUTH (2017)
 DK1062
 DK1062                         *CURRENT SURVEY CONTROL
 DK1062  ______________________________________________________________________
 DK1062* NAD 83(1986) POSITION- 33 07 02.     (N) 091 15 47.     (W)   SCALED
 DK1062* NAVD 88 ORTHO HEIGHT -    40.94  (+/-2cm)      134.3   (feet) VERTCON3
 DK1062  ______________________________________________________________________
 DK1062  GEOID HEIGHT    -        -26.041 (meters)                     GEOID18
 DK1062  VERT ORDER      -  ? (See Below)
 DK1062
 DK1062.The horizontal coordinates were scaled from a 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
 DK1062.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1062.GEOID18 height accuracy estimate available here.
 DK1062
 DK1062.The vertical order pertains to the NGVD 29 superseded value.
 DK1062
 DK1062.Click photographs - Photos may exist for this station.
 DK1062
 DK1062;                    North         East    Units  Estimated Accuracy
 DK1062;SPC AR S     -   450,220.      468,780.      MT  (+/- 180 meters Scaled)
 DK1062
 DK1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS620656(NAD 83)
 DK1062
 DK1062                          SUPERSEDED SURVEY CONTROL
 DK1062
 DK1062  NGVD 29 (11/26/84)   41.029  (m)          134.61   (f) ADJUSTED       
 DK1062
 DK1062.Superseded values are not recommended for survey control.
 DK1062
 DK1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1062.See file dsdata.pdf to determine how the superseded data were derived.
 DK1062
 DK1062_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1062_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1062_MARK LOGO: USACE
 DK1062_MAGNETIC: P = MARKER IS A STEEL PIPE
 DK1062_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1062
 DK1062  HISTORY     - Date     Condition        Report By
 DK1062  HISTORY     - UNK      MONUMENTED       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1849 ***********************************************************************
 EJ1849  DESIGNATION -  BETTIS
 EJ1849  PID         -  EJ1849
 EJ1849  STATE/COUNTY-  AR/HOT SPRING
 EJ1849  COUNTRY     -  US
 EJ1849  USGS QUAD   -  DONALDSON (2017)
 EJ1849
 EJ1849                         *CURRENT SURVEY CONTROL
 EJ1849  ______________________________________________________________________
 EJ1849* NAD 83(1997) POSITION- 34 11 49.78067(N) 092 52 34.01854(W)   ADJUSTED
 EJ1849* NAVD 88 ORTHO HEIGHT -   129.    (meters)      423.    (feet) SCALED
 EJ1849  ______________________________________________________________________
 EJ1849  GEOID HEIGHT    -        -26.553 (meters)                     GEOID18
 EJ1849  LAPLACE CORR    -          2.62  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1849.GEOID18 height accuracy estimate available here.
 EJ1849
 EJ1849.Click photographs - Photos may exist for this station.
 EJ1849
 EJ1849.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1849
 EJ1849. The following values were computed from the NAD 83(1997) position.
 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     -   0.99998392  x   0.99992249  =   0.99990641
 EJ1849!UTM  15      -   0.99998392  x   0.99960161  =   0.99958554
 EJ1849
 EJ1849:                Primary Azimuth Mark                     Grid Az
 EJ1849:SPC AR S     -  BETTIS AZ MK                             079 07 27.0
 EJ1849:UTM  15      -  BETTIS AZ MK                             078 33 51.0
 EJ1849
 EJ1849_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT1141384024(NAD 83)
 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
 EJ1849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1849.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1849
 EJ1849_MARKER: DS = TRIANGULATION STATION DISK
 EJ1849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1849_STAMPING: BETTIS 1940
 EJ1849_MARK LOGO: CGS
 EJ1849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1849+STABILITY: SURFACE MOTION
 EJ1849
 EJ1849  HISTORY     - Date     Condition        Report By
 EJ1849  HISTORY     - 1940     MONUMENTED       CGS
 EJ1849  HISTORY     - 1964     GOOD             CGS
 EJ1849
 EJ1849                          STATION DESCRIPTION
 EJ1849
 EJ1849'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (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 = MARCH 20, 2026 22:17:28 EDT
 DL1570 ***********************************************************************
 DL1570  DESIGNATION -  BETTS
 DL1570  PID         -  DL1570
 DL1570  STATE/COUNTY-  AR/HEMPSTEAD
 DL1570  COUNTRY     -  US
 DL1570  USGS QUAD   -  SHEPPARD (2017)
 DL1570
 DL1570                         *CURRENT SURVEY CONTROL
 DL1570  ______________________________________________________________________
 DL1570* NAD 83(1997) POSITION- 33 41 50.36395(N) 093 43 54.29161(W)   ADJUSTED
 DL1570* NAVD 88 ORTHO HEIGHT -   119.    (meters)      390.    (feet) SCALED
 DL1570  ______________________________________________________________________
 DL1570  GEOID HEIGHT    -        -27.037 (meters)                     GEOID18
 DL1570  LAPLACE CORR    -          0.57  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1570.GEOID18 height accuracy estimate available here.
 DL1570
 DL1570.Click photographs - Photos may exist for this station.
 DL1570
 DL1570.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1570
 DL1570. The following values were computed from the NAD 83(1997) position.
 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     -   0.99998557  x   0.99993567  =   0.99992124
 DL1570!UTM  15      -   0.99998557  x   0.99965669  =   0.99964226
 DL1570
 DL1570:                Primary Azimuth Mark                     Grid Az
 DL1570:SPC AR S     -  MCNAB                                    271 15 49.7
 DL1570:UTM  15      -  MCNAB                                    270 42 02.0
 DL1570
 DL1570_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT3218528836(NAD 83)
 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(1993)-  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
 DL1570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1570.See file dsdata.pdf to determine how the superseded data were derived.
 DL1570
 DL1570_MARKER: DS = TRIANGULATION STATION DISK
 DL1570_SETTING: 7 = SET IN 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 = MARCH 20, 2026 22:17:28 EDT
 FH0968 ***********************************************************************
 FH0968  DESIGNATION -  BEVERLY
 FH0968  PID         -  FH0968
 FH0968  STATE/COUNTY-  AR/SEBASTIAN
 FH0968  COUNTRY     -  US
 FH0968  USGS QUAD   -  CHARLESTON (2017)
 FH0968
 FH0968                         *CURRENT SURVEY CONTROL
 FH0968  ______________________________________________________________________
 FH0968* NAD 83(1997) POSITION- 35 21 50.02465(N) 094 04 52.09268(W)   ADJUSTED
 FH0968* NAVD 88 ORTHO HEIGHT -   168.    (meters)      551.    (feet) SCALED
 FH0968  ______________________________________________________________________
 FH0968  GEOID HEIGHT    -        -29.793 (meters)                     GEOID18
 FH0968  LAPLACE CORR    -          1.92  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0968.GEOID18 height accuracy estimate available here.
 FH0968
 FH0968.Click photographs - Photos may exist for this station.
 FH0968
 FH0968.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH0968
 FH0968. The following values were computed from the NAD 83(1997) position.
 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  =   0.99992159
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV0178113935(NAD 83)
 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(1993)-  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
 FH0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0968.See file dsdata.pdf to determine how the superseded data were derived.
 FH0968
 FH0968_MARKER: DS = TRIANGULATION STATION DISK
 FH0968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0968_STAMPING: BEVERLY 1940
 FH0968_MARK LOGO: CGS
 FH0968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0968+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0659 ***********************************************************************
 GF0659  DESIGNATION -  BEXAR
 GF0659  PID         -  GF0659
 GF0659  STATE/COUNTY-  AR/FULTON
 GF0659  COUNTRY     -  US
 GF0659  USGS QUAD   -  ELIZABETH (2017)
 GF0659
 GF0659                         *CURRENT SURVEY CONTROL
 GF0659  ______________________________________________________________________
 GF0659* NAD 83(1997) POSITION- 36 17 21.83058(N) 092 00 51.55385(W)   ADJUSTED
 GF0659* NAVD 88 ORTHO HEIGHT -   318.    (meters)     1043.    (feet) SCALED
 GF0659  ______________________________________________________________________
 GF0659  GEOID HEIGHT    -        -28.138 (meters)                     GEOID18
 GF0659  LAPLACE CORR    -          0.36  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0659.GEOID18 height accuracy estimate available here.
 GF0659
 GF0659.Click photographs - Photos may exist for this station.
 GF0659
 GF0659.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0659
 GF0659. The following values were computed from the NAD 83(1997) position.
 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     -   0.99995449  x   1.00001156  =   0.99996605
 GF0659!UTM  15      -   0.99995449  x   0.99969653  =   0.99965104
 GF0659
 GF0659:                Primary Azimuth Mark                     Grid Az
 GF0659:SPC AR N     -  BEXAR AZ MK                              350 26 07.9
 GF0659:UTM  15      -  BEXAR AZ MK                              349 50 37.6
 GF0659
 GF0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA8851216498(NAD 83)
 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
 GF0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0659.See file dsdata.pdf to determine how the superseded data were derived.
 GF0659
 GF0659_MARKER: DS = TRIANGULATION STATION DISK
 GF0659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0659_STAMPING: BEXAR 1953
 GF0659_MARK LOGO: CGS
 GF0659_PROJECTION: FLUSH
 GF0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0659+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DP9705 ***********************************************************************
 DP9705  DESIGNATION -  BF
 DP9705  PID         -  DP9705
 DP9705  STATE/COUNTY-  AR/GARLAND
 DP9705  COUNTRY     -  US
 DP9705  USGS QUAD   -  HOT SPRINGS SOUTH (2017)
 DP9705
 DP9705                         *CURRENT SURVEY CONTROL
 DP9705  ______________________________________________________________________
 DP9705* NAD 83(1986) POSITION- 34 28 49.40   (N) 093 06 28.06   (W)   HD_HELD1
 DP9705* NAVD 88 ORTHO HEIGHT -   150.829 (meters)      494.84  (feet) ADJUSTED
 DP9705  ______________________________________________________________________
 DP9705  GEOID HEIGHT    -        -27.324 (meters)                     GEOID18
 DP9705  DYNAMIC HEIGHT  -        150.680 (meters)      494.36  (feet) COMP
 DP9705  MODELED GRAVITY -    979,645.3   (mgal)                       NAVD 88
 DP9705
 DP9705  VERT ORDER      -  SECOND    CLASS I
 DP9705
 DP9705.The horizontal coordinates were determined by differentially corrected
 DP9705.hand held GPS observations or other comparable positioning techniques
 DP9705.and have an estimated accuracy of +/- 3 meters.
 DP9705
 DP9705.The orthometric height was determined by differential leveling and
 DP9705.adjusted by the NATIONAL GEODETIC SURVEY
 DP9705.in December 2015.
 DP9705
 DP9705.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9705.GEOID18 height accuracy estimate available here.
 DP9705
 DP9705.Click photographs - Photos may exist for this station.
 DP9705
 DP9705.The dynamic height is computed by dividing the NAVD 88
 DP9705.geopotential number by the normal gravity value computed on the
 DP9705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9705.degrees latitude (g = 980.6199 gals.).
 DP9705
 DP9705.The modeled gravity was interpolated from observed gravity values.
 DP9705
 DP9705;                    North         East    Units  Estimated Accuracy
 DP9705;SPC AR S     -   601,717.5     298,243.6     MT  (+/- 3 meters HH1 GPS) 
 DP9705
 DP9705_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU9010115427(NAD 83)
 DP9705
 DP9705                          SUPERSEDED SURVEY CONTROL
 DP9705
 DP9705.No superseded survey control is available for this station.
 DP9705
 DP9705_MARKER: DV = VERTICAL CONTROL DISK
 DP9705_SETTING: 66 = SET IN ROCK OUTCROP
 DP9705_STAMPING: BF
 DP9705_MARK LOGO: USACE
 DP9705_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP9705_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DP9705+STABILITY: POSITION/ELEVATION WELL
 DP9705_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP9705+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2017
 DP9705
 DP9705  HISTORY     - Date     Condition        Report By
 DP9705  HISTORY     - 20140923 MONUMENTED       BFENG
 DP9705  HISTORY     - 20170912 GOOD             ARHD
 DP9705
 DP9705                          STATION DESCRIPTION
 DP9705
 DP9705'DESCRIBED BY B AND F ENGINEERING 2014 (KDW)
 DP9705'THE STATION IS LOCATED ABOUT 3.4 MI (5.5 KM) SOUTHWEST OF DOWNTOWN HOT
 DP9705'SPRINGS, 18.7 MI (30.1 KM) NORTHWEST OF MALVERN AND 0.6 MI (1.0 KM)
 DP9705'SOUTHWEST OF HOT SPRINGS AIRPORT.  OWNERSHIP IS B AND F ENGINEERING.
 DP9705'
 DP9705'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY 70 AND 270, GO WEST
 DP9705'ON HIGHWAY 70 FOR 1.6 MI (2.6 KM) TO THE STATION ON THE RIGHT, AT BF
 DP9705'ENGINEERING OFFICE.
 DP9705'
 DP9705'IT IS 325 FT (99.1 M) NORTH OF HIGHWAY 70 CENTERLINE.  57 FT (17.4 M)
 DP9705'WEST OF BF ENGINEERING BUILDING.  11 FT (3.4 M) SOUTH OF CHAIN LINK
 DP9705'FENCE, 12 FT (3.7 M) EAST OF CHAIN LINK FENCE.  A BRONZE US ARMY CORPS
 DP9705'OF ENGINEERS DISK CEMENTED IN BEDROCK OUTCROPPING.
 DP9705
 DP9705                          STATION RECOVERY (2017)
 DP9705
 DP9705'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2017 (BAB)
 DP9705'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1933 ***********************************************************************
 FG1933  DESIGNATION -  BIEHL
 FG1933  PID         -  FG1933
 FG1933  STATE/COUNTY-  AR/MADISON
 FG1933  COUNTRY     -  US
 FG1933  USGS QUAD   -  DURHAM (2017)
 FG1933
 FG1933                         *CURRENT SURVEY CONTROL
 FG1933  ______________________________________________________________________
 FG1933* NAD 83(1997) POSITION- 35 53 34.26639(N) 093 52 59.66510(W)   ADJUSTED
 FG1933* NAVD 88 ORTHO HEIGHT -   688.5   (meters)     2259.    (feet) VERTCON3
 FG1933  ______________________________________________________________________
 FG1933  GEOID HEIGHT    -        -27.994 (meters)                     GEOID18
 FG1933  LAPLACE CORR    -          0.77  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1933.GEOID18 height accuracy estimate available here.
 FG1933
 FG1933.Click photographs - Photos may exist for this station.
 FG1933
 FG1933.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1933
 FG1933. The following values were computed from the NAD 83(1997) position.
 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     -   0.99989634  x   0.99995040  =   0.99984674
 FG1933!UTM  15      -   0.99989634  x   0.99967830  =   0.99957467
 FG1933
 FG1933:                Primary Azimuth Mark                     Grid Az
 FG1933:SPC AR N     -  DURHAM ATT MICROWAVE                     278 12 19.2
 FG1933:UTM  15      -  DURHAM ATT MICROWAVE                     277 37 38.3
 FG1933
 FG1933_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV2028772424(NAD 83)
 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(1993)-  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
 FG1933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1933.See file dsdata.pdf to determine how the superseded data were derived.
 FG1933
 FG1933_MARKER: DS = TRIANGULATION STATION DISK
 FG1933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1933_STAMPING: BIEHL 1971
 FG1933_MARK LOGO: CGS
 FG1933_PROJECTION: FLUSH
 FG1933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1933+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2895 ***********************************************************************
 EH2895  DESIGNATION -  BIG CREEK
 EH2895  PID         -  EH2895
 EH2895  STATE/COUNTY-  AR/LEE
 EH2895  COUNTRY     -  US
 EH2895  USGS QUAD   -  MORO (2017)
 EH2895
 EH2895                         *CURRENT SURVEY CONTROL
 EH2895  ______________________________________________________________________
 EH2895* NAD 83(1997) POSITION- 34 50 15.69368(N) 090 59 48.26275(W)   ADJUSTED
 EH2895* NAVD 88 ORTHO HEIGHT -    60.    (meters)      197.    (feet) SCALED
 EH2895  ______________________________________________________________________
 EH2895  GEOID HEIGHT    -        -26.766 (meters)                     GEOID18
 EH2895  LAPLACE CORR    -          0.15  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2895.GEOID18 height accuracy estimate available here.
 EH2895
 EH2895.Click photographs - Photos may exist for this station.
 EH2895
 EH2895.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2895
 EH2895. The following values were computed from the NAD 83(1997) position.
 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;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     -   0.99999478  x   1.00001661  =   1.00001139
 EH2895!UTM  15      -   0.99999478  x   1.00001355  =   1.00000833
 EH2895
 EH2895:                Primary Azimuth Mark                     Grid Az
 EH2895:SPC AR S     -  H 176                                    307 54 11.0
 EH2895:UTM  15      -  H 176                                    307 19 11.6
 EH2895
 EH2895_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU8317456873(NAD 83)
 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| EH1258 H 176                                              3082752.5 |
 EH2895|---------------------------------------------------------------------|
 EH2895
 EH2895                          SUPERSEDED SURVEY CONTROL
 EH2895
 EH2895  NAD 83(1995)-  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
 EH2895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2895.See file dsdata.pdf to determine how the superseded data were derived.
 EH2895
 EH2895_MARKER: DS = TRIANGULATION STATION DISK
 EH2895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2895_STAMPING: BIG CREEK 1965
 EH2895_MARK LOGO: CGS
 EH2895_PROJECTION: RECESSED 36 CENTIMETERS
 EH2895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2895+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0676 ***********************************************************************
 GF0676  DESIGNATION -  BIG FLAT
 GF0676  PID         -  GF0676
 GF0676  STATE/COUNTY-  AR/BAXTER
 GF0676  COUNTRY     -  US
 GF0676  USGS QUAD   -  BIG FLAT (2017)
 GF0676
 GF0676                         *CURRENT SURVEY CONTROL
 GF0676  ______________________________________________________________________
 GF0676* NAD 83(1997) POSITION- 36 00 02.05798(N) 092 24 27.27415(W)   ADJUSTED
 GF0676* NAVD 88 ORTHO HEIGHT -   397.    (meters)     1302.    (feet) SCALED
 GF0676  ______________________________________________________________________
 GF0676  GEOID HEIGHT    -        -28.077 (meters)                     GEOID18
 GF0676  LAPLACE CORR    -          1.54  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0676.GEOID18 height accuracy estimate available here.
 GF0676
 GF0676.Click photographs - Photos may exist for this station.
 GF0676
 GF0676.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0676
 GF0676. The following values were computed from the NAD 83(1997) position.
 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     -   0.99994208  x   0.99996227  =   0.99990435
 GF0676!UTM  15      -   0.99994208  x   0.99963513  =   0.99957723
 GF0676
 GF0676:                Primary Azimuth Mark                     Grid Az
 GF0676:SPC AR N     -  ALCO                                     168 26 52.1
 GF0676:UTM  15      -  ALCO                                     167 51 44.7
 GF0676
 GF0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV5339384174(NAD 83)
 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
 GF0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0676.See file dsdata.pdf to determine how the superseded data were derived.
 GF0676
 GF0676_MARKER: DS = TRIANGULATION STATION DISK
 GF0676_SETTING: 66 = SET IN ROCK OUTCROP
 GF0676_STAMPING: BIG FLAT 1953
 GF0676_MARK LOGO: CGS
 GF0676_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GF0676+STABILITY: POSITION/ELEVATION WELL
 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 = MARCH 20, 2026 22:17:28 EDT
 GE1054 ***********************************************************************
 GE1054  DESIGNATION -  BIGGERS
 GE1054  PID         -  GE1054
 GE1054  STATE/COUNTY-  AR/RANDOLPH
 GE1054  COUNTRY     -  US
 GE1054  USGS QUAD   -  REYNO (2017)
 GE1054
 GE1054                         *CURRENT SURVEY CONTROL
 GE1054  ______________________________________________________________________
 GE1054* NAD 83(1997) POSITION- 36 20 01.99147(N) 090 48 19.91176(W)   ADJUSTED
 GE1054* NAVD 88 ORTHO HEIGHT -    87.08  (+/-2cm)      285.7   (feet) VERTCON3
 GE1054  ______________________________________________________________________
 GE1054  GEOID HEIGHT    -        -28.455 (meters)                     GEOID18
 GE1054  LAPLACE CORR    -         -0.34  (seconds)                    DEFLEC18
 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
 GE1054.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE1054.GEOID18 height accuracy estimate available here.
 GE1054
 GE1054.The vertical order pertains to the NGVD 29 superseded value.
 GE1054
 GE1054.Click photographs - Photos may exist for this station.
 GE1054
 GE1054.The Laplace correction was computed from DEFLEC18 derived deflections.
 GE1054
 GE1054. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999080  x   1.00002142  =   1.00001222
 GE1054!UTM  15      -   0.99999080  x   1.00007799  =   1.00006879
 GE1054
 GE1054:                Primary Azimuth Mark                     Grid Az
 GE1054:SPC AR N     -  BIGGERS AZ MK                            134 33 51.9
 GE1054:UTM  15      -  BIGGERS AZ MK                            133 57 31.9
 GE1054
 GE1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA9695923217(NAD 83)
 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              87.03   (m)          285.5    (f) LEVELING    3  
 GE1054
 GE1054.Superseded values are not recommended for survey control.
 GE1054
 GE1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1054.See file dsdata.pdf to determine how the superseded data were derived.
 GE1054
 GE1054_MARKER: DS = TRIANGULATION STATION DISK
 GE1054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE1054_STAMPING: BIGGERS 1955
 GE1054_MARK LOGO: CGS
 GE1054_PROJECTION: FLUSH
 GE1054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE1054+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DQ2323 ***********************************************************************
 DQ2323  DESIGNATION -  BILLY RAY QUALLS
 DQ2323  PID         -  DQ2323
 DQ2323  STATE/COUNTY-  AR/PULASKI
 DQ2323  COUNTRY     -  US
 DQ2323  USGS QUAD   -  NORTH LITTLE ROCK (2017)
 DQ2323
 DQ2323                         *CURRENT SURVEY CONTROL
 DQ2323  ______________________________________________________________________
 DQ2323* NAD 83(1986) POSITION- 34 47 51.05   (N) 092 21 23.41   (W)   HD_HELD1
 DQ2323* NAVD 88 ORTHO HEIGHT -    76.669 (meters)      251.54  (feet) ADJUSTED
 DQ2323  ______________________________________________________________________
 DQ2323  GEOID HEIGHT    -        -26.852 (meters)                     GEOID18
 DQ2323  DYNAMIC HEIGHT  -         76.597 (meters)      251.30  (feet) COMP
 DQ2323  MODELED GRAVITY -    979,705.2   (mgal)                       NAVD 88
 DQ2323
 DQ2323  VERT ORDER      -  FIRST     CLASS II
 DQ2323
 DQ2323.The horizontal coordinates were determined by differentially corrected
 DQ2323.hand held GPS observations or other comparable positioning techniques
 DQ2323.and have an estimated accuracy of +/- 3 meters.
 DQ2323
 DQ2323.The orthometric height was determined by differential leveling and
 DQ2323.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2323.in June 2016.
 DQ2323
 DQ2323.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2323.GEOID18 height accuracy estimate available here.
 DQ2323
 DQ2323.Click photographs - Photos may exist for this station.
 DQ2323
 DQ2323.The dynamic height is computed by dividing the NAVD 88
 DQ2323.geopotential number by the normal gravity value computed on the
 DQ2323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2323.degrees latitude (g = 980.6199 gals.).
 DQ2323
 DQ2323.The modeled gravity was interpolated from observed gravity values.
 DQ2323
 DQ2323;                    North         East    Units  Estimated Accuracy
 DQ2323;SPC AR S     -   636,402.8     367,375.4     MT  (+/- 3 meters HH1 GPS) 
 DQ2323
 DQ2323_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5886450777(NAD 83)
 DQ2323
 DQ2323                          SUPERSEDED SURVEY CONTROL
 DQ2323
 DQ2323.No superseded survey control is available for this station.
 DQ2323
 DQ2323_MARKER: DD = SURVEY DISK
 DQ2323_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DQ2323_SP_SET: SET IN A MASSIVE RETAINING WALL
 DQ2323_STAMPING: BILLY RAY QUALLS 2016
 DQ2323_MARK LOGO: USACE
 DQ2323_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ2323_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2323_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2323+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2019
 DQ2323
 DQ2323  HISTORY     - Date     Condition        Report By
 DQ2323  HISTORY     - 20160505 MONUMENTED       USACE
 DQ2323  HISTORY     - 20170202 GOOD             USACEL
 DQ2323  HISTORY     - 20190801 GOOD             NGS
 DQ2323
 DQ2323                          STATION DESCRIPTION
 DQ2323
 DQ2323'DESCRIBED BY US ARMY CORPS OF ENGINEERS 2016 (SCC)
 DQ2323'THE STATION IS LOCATED ABOUT 8.2 MI (13.2 KM) EAST-SOUTHEAST OF
 DQ2323'PINNACLE, 5.4 MI (8.7 KM) WEST-NORTHWEST OF NORTH LITTLE ROCK AND 5.2
 DQ2323'MI (8.4 KM) NORTHWEST OF LITTLE ROCK.
 DQ2323'
 DQ2323'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 51 (CRYSTAL HILLS
 DQ2323'ROAD)AND NORTHSHORE DRIVE PROCEED SOUTH 0.12 KM (0.07 MI) TO THE
 DQ2323'INTERSECTION WITH COOKS LANDING ROAD.  TURN RIGHT AND PROCEED
 DQ2323'SOUTHERLY ON ROAD FOR 1.3 KM (0.8 MI) TO THE STATION ON THE RIGHT.
 DQ2323'
 DQ2323'IT IS 16.8 M (55.1 FT) WEST OF THE CENTERLINE OF ROAD, 4.4 M (14.4 FT)
 DQ2323'EAST OF A METAL WITNESS POST AND SIGN L0CATED THE WEST TOP EDGE OF
 DQ2323'LEVY AND ABOUT 1 M (3.3 FT) HIGHER THAN THE ROAD.
 DQ2323'
 DQ2323'MONUMENT IS LOCATED IN THE APPROXIMATELY CENTER OF A 4 FT (1.2 M) WIDE
 DQ2323'BURIED DAM RETAINING WALL.
 DQ2323
 DQ2323                          STATION RECOVERY (2017)
 DQ2323
 DQ2323'RECOVERY NOTE BY USACE LITTLE ROCK 2017 (SCC)
 DQ2323'RECOVERED IN GOOD CONDITION.
 DQ2323
 DQ2323                          STATION RECOVERY (2019)
 DQ2323
 DQ2323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2019 (BW)
 DQ2323'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH2961 ***********************************************************************
 EH2961  DESIGNATION -  BIOLOGICAL SURVEY MARK 66
 EH2961  PID         -  EH2961
 EH2961  STATE/COUNTY-  AR/ARKANSAS
 EH2961  COUNTRY     -  US
 EH2961  USGS QUAD   -  WEBER (2017)
 EH2961
 EH2961                         *CURRENT SURVEY CONTROL
 EH2961  ______________________________________________________________________
 EH2961* NAD 83(1997) POSITION- 34 12 28.27162(N) 091 12 41.63345(W)   ADJUSTED
 EH2961* NAVD 88 ORTHO HEIGHT -    58.    (meters)      190.    (feet) SCALED
 EH2961  ______________________________________________________________________
 EH2961  GEOID HEIGHT    -        -26.449 (meters)                     GEOID18
 EH2961  LAPLACE CORR    -         -1.60  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2961.GEOID18 height accuracy estimate available here.
 EH2961
 EH2961.Click photographs - Photos may exist for this station.
 EH2961
 EH2961.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2961
 EH2961. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999505  x   0.99992303  =   0.99991808
 EH2961!UTM  15      -   0.99999505  x   0.99993465  =   0.99992970
 EH2961
 EH2961_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT6476486648(NAD 83)
 EH2961
 EH2961                          SUPERSEDED SURVEY CONTROL
 EH2961
 EH2961  NAD 83(1993)-  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
 EH2961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2961.See file dsdata.pdf to determine how the superseded data were derived.
 EH2961
 EH2961_MARKER: P = PIPE CAP
 EH2961_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH2961_STAMPING: T5S R2W S34 S3 S2 CC T6S 1935
 EH2961_MARK LOGO: USDA
 EH2961_MAGNETIC: P = MARKER IS A STEEL PIPE
 EH2961_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH2961
 EH2961  HISTORY     - Date     Condition        Report By
 EH2961  HISTORY     - 1935     MONUMENTED       USDA
 EH2961
 EH2961                          STATION DESCRIPTION
 EH2961
 EH2961'DESCRIBED BY US DEPARTMENT OF AGRICULTURE 1935
 EH2961'SEE STATION LA GRUE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH2932 ***********************************************************************
 EH2932  DESIGNATION -  BISCOE MUNICIPAL TANK
 EH2932  PID         -  EH2932
 EH2932  STATE/COUNTY-  AR/PRAIRIE
 EH2932  COUNTRY     -  US
 EH2932  USGS QUAD   -  DE VALLS BLUFF (2017)
 EH2932
 EH2932                         *CURRENT SURVEY CONTROL
 EH2932  ______________________________________________________________________
 EH2932* NAD 83(1997) POSITION- 34 49 15.81755(N) 091 24 19.54508(W)   ADJUSTED
 EH2932  ______________________________________________________________________
 EH2932  GEOID HEIGHT    -        -26.959 (meters)                     GEOID18
 EH2932  LAPLACE CORR    -          0.77  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2932.GEOID18 height accuracy estimate available here.
 EH2932
 EH2932.Click photographs - Photos may exist for this station.
 EH2932
 EH2932.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2932
 EH2932. The following values were computed from the NAD 83(1997) position.
 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;UTM  15      - 3,854,358.555   645,829.882   MT  0.99986211   +0 54 38.5
 EH2932
 EH2932_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU4582954358(NAD 83)
 EH2932
 EH2932                          SUPERSEDED SURVEY CONTROL
 EH2932
 EH2932  NAD 83(1986)-  34 49 15.82294(N)    091 24 19.54150(W) AD(       ) 3
 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
 EH2932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2932.See file dsdata.pdf to determine how the superseded data were derived.
 EH2932
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2935 ***********************************************************************
 EH2935  DESIGNATION -  BISCOE RADIO STA KLK 79 TOWER
 EH2935  PID         -  EH2935
 EH2935  STATE/COUNTY-  AR/PRAIRIE
 EH2935  COUNTRY     -  US
 EH2935  USGS QUAD   -  DE VALLS BLUFF (2017)
 EH2935
 EH2935                         *CURRENT SURVEY CONTROL
 EH2935  ______________________________________________________________________
 EH2935* NAD 83(1997) POSITION- 34 49 20.24863(N) 091 24 45.38516(W)   ADJUSTED
 EH2935  ______________________________________________________________________
 EH2935  GEOID HEIGHT    -        -26.964 (meters)                     GEOID18
 EH2935  LAPLACE CORR    -          0.74  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2935.GEOID18 height accuracy estimate available here.
 EH2935
 EH2935.Click photographs - Photos may exist for this station.
 EH2935
 EH2935.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2935
 EH2935. The following values were computed from the NAD 83(1997) position.
 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;UTM  15      - 3,854,484.655   645,171.224   MT  0.99985975   +0 54 23.8
 EH2935
 EH2935_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU4517154484(NAD 83)
 EH2935
 EH2935                          SUPERSEDED SURVEY CONTROL
 EH2935
 EH2935  NAD 83(1986)-  34 49 20.25423(N)    091 24 45.38183(W) AD(       ) 3
 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
 EH2935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2935.See file dsdata.pdf to determine how the superseded data were derived.
 EH2935
 EH2935_MARKER: 43 = RADIO/TV TOWER
 EH2935_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2935+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2008
 EH2935
 EH2935  HISTORY     - Date     Condition        Report By
 EH2935  HISTORY     - 1965     FIRST OBSERVED   CGS
 EH2935  HISTORY     - 20080625 GOOD             GEOCAC
 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.
 EH2935
 EH2935                          STATION RECOVERY (2008)
 EH2935
 EH2935'RECOVERY NOTE BY GEOCACHING 2008 (MM)
 EH2935'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1111 ***********************************************************************
 EH1111  DESIGNATION -  BISCOE RESET
 EH1111  PID         -  EH1111
 EH1111  STATE/COUNTY-  AR/PRAIRIE
 EH1111  COUNTRY     -  US
 EH1111  USGS QUAD   -  DE VALLS BLUFF (2017)
 EH1111
 EH1111                         *CURRENT SURVEY CONTROL
 EH1111  ______________________________________________________________________
 EH1111* NAD 83(1997) POSITION- 34 48 33.06946(N) 091 25 41.89098(W)   ADJUSTED
 EH1111* NAVD 88 ORTHO HEIGHT -    56.380 (meters)      184.97  (feet) ADJUSTED
 EH1111  ______________________________________________________________________
 EH1111  GEOID HEIGHT    -        -26.956 (meters)                     GEOID18
 EH1111  LAPLACE CORR    -          0.64  (seconds)                    DEFLEC18
 EH1111  DYNAMIC HEIGHT  -         56.327 (meters)      184.80  (feet) COMP
 EH1111  MODELED GRAVITY -    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 and
 EH1111.adjusted by the NATIONAL GEODETIC SURVEY
 EH1111.in June 1991.
 EH1111
 EH1111.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1111.GEOID18 height accuracy estimate available here.
 EH1111
 EH1111.Click photographs - Photos may exist for this station.
 EH1111
 EH1111.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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;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     -   0.99999538  x   1.00000976  =   1.00000514
 EH1111!UTM  15      -   0.99999538  x   0.99985472  =   0.99985010
 EH1111
 EH1111:                Primary Azimuth Mark                     Grid Az
 EH1111:SPC AR S     -  TANK                                     212 33 14.6
 EH1111:UTM  15      -  TANK                                     211 58 36.0
 EH1111
 EH1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU4375853008(NAD 83)
 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  USSD        -  34 48 32.87800(N)    091 25 41.12400(W) AD(       ) 3
 EH1111  NGVD 29              56.48   (m)          185.3    (f) LEVELING    3  
 EH1111  NGVD 29 (11/26/84)   56.380  (m)          184.97   (f) ADJUSTED    1 2
 EH1111
 EH1111.Superseded values are not recommended for survey control.
 EH1111
 EH1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1111.See file dsdata.pdf to determine how the superseded data were derived.
 EH1111
 EH1111_MARKER: DD = SURVEY DISK
 EH1111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1111_STAMPING: BM BISCOE 1943
 EH1111_MARK LOGO: USACE
 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       USACE
 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 ARMY CORPS OF 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 = MARCH 20, 2026 22:17:28 EDT
 EH1112 ***********************************************************************
 EH1112  DESIGNATION -  BISCOE RM 2
 EH1112  PID         -  EH1112
 EH1112  STATE/COUNTY-  AR/PRAIRIE
 EH1112  COUNTRY     -  US
 EH1112  USGS QUAD   -  DE VALLS BLUFF (2017)
 EH1112
 EH1112                         *CURRENT SURVEY CONTROL
 EH1112  ______________________________________________________________________
 EH1112* NAD 83(1986) POSITION- 34 48 32.22   (N) 091 25 42.38   (W)   HD_HELD1
 EH1112* NAVD 88 ORTHO HEIGHT -    56.426 (meters)      185.12  (feet) ADJUSTED
 EH1112  ______________________________________________________________________
 EH1112  GEOID HEIGHT    -        -26.956 (meters)                     GEOID18
 EH1112  DYNAMIC HEIGHT  -         56.373 (meters)      184.95  (feet) COMP
 EH1112  MODELED GRAVITY -    979,700.0   (mgal)                       NAVD 88
 EH1112
 EH1112  VERT ORDER      -  FIRST     CLASS II
 EH1112
 EH1112.The horizontal coordinates were determined by differentially corrected
 EH1112.hand held GPS observations or other comparable positioning techniques
 EH1112.and have an estimated accuracy of +/- 3 meters.
 EH1112
 EH1112.The orthometric height was determined by differential leveling and
 EH1112.adjusted by the NATIONAL GEODETIC SURVEY
 EH1112.in June 1991.
 EH1112
 EH1112.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1112.GEOID18 height accuracy estimate available here.
 EH1112
 EH1112.Click photographs - Photos may exist for this station.
 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     -   637,760.7     452,298.0     MT  (+/- 3 meters HH1 GPS) 
 EH1112
 EH1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU4374652982(NAD 83)
 EH1112
 EH1112                          SUPERSEDED SURVEY CONTROL
 EH1112
 EH1112  NGVD 29 (11/26/84)   56.426  (m)          185.12   (f) ADJUSTED    1 2
 EH1112
 EH1112.Superseded values are not recommended for survey control.
 EH1112
 EH1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1112.See file dsdata.pdf to determine how the superseded data were derived.
 EH1112
 EH1112_MARKER: DR = REFERENCE MARK DISK
 EH1112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1112_STAMPING: BISCOE RM NO 2 1935
 EH1112_MARK LOGO: CGS
 EH1112_PROJECTION: FLUSH
 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 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 = MARCH 20, 2026 22:17:28 EDT
 DL1366 ***********************************************************************
 DL1366  DESIGNATION -  BISHOP
 DL1366  PID         -  DL1366
 DL1366  STATE/COUNTY-  AR/UNION
 DL1366  COUNTRY     -  US
 DL1366  USGS QUAD   -  WESSON (2017)
 DL1366
 DL1366                         *CURRENT SURVEY CONTROL
 DL1366  ______________________________________________________________________
 DL1366* NAD 83(1997) POSITION- 33 06 46.94315(N) 092 50 30.80526(W)   ADJUSTED
 DL1366* NAVD 88 ORTHO HEIGHT -   102.    (meters)      335.    (feet) SCALED
 DL1366  ______________________________________________________________________
 DL1366  GEOID HEIGHT    -        -26.289 (meters)                     GEOID18
 DL1366  LAPLACE CORR    -         -0.02  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1366.GEOID18 height accuracy estimate available here.
 DL1366
 DL1366.Click photographs - Photos may exist for this station.
 DL1366
 DL1366.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1366
 DL1366. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 DL1366:SPC AR S     -  BISHOP AZ MK                             180 07 34.8
 DL1366:SPC LA N     -  BISHOP AZ MK                             179 50 09.2
 DL1366:UTM  15      -  BISHOP AZ MK                             179 34 07.6
 DL1366
 DL1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS1475163829(NAD 83)
 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(1993)-  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
 DL1366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1366.See file dsdata.pdf to determine how the superseded data were derived.
 DL1366
 DL1366_MARKER: DS = TRIANGULATION STATION DISK
 DL1366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1366_STAMPING: BISHOP 1941
 DL1366_MARK LOGO: CGS
 DL1366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1366+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1958 ***********************************************************************
 EJ1958  DESIGNATION -  BISMARCK
 EJ1958  PID         -  EJ1958
 EJ1958  STATE/COUNTY-  AR/HOT SPRING
 EJ1958  COUNTRY     -  US
 EJ1958  USGS QUAD   -  DE ROCHE (2017)
 EJ1958
 EJ1958                         *CURRENT SURVEY CONTROL
 EJ1958  ______________________________________________________________________
 EJ1958* NAD 83(1997) POSITION- 34 16 02.15649(N) 093 06 26.93325(W)   ADJUSTED
 EJ1958* NAVD 88 ORTHO HEIGHT -   142.1   (meters)      466.    (feet) VERTCON3
 EJ1958  ______________________________________________________________________
 EJ1958  GEOID HEIGHT    -        -26.961 (meters)                     GEOID18
 EJ1958  LAPLACE CORR    -          2.85  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1958.GEOID18 height accuracy estimate available here.
 EJ1958
 EJ1958.Click photographs - Photos may exist for this station.
 EJ1958
 EJ1958.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1958
 EJ1958. The following values were computed from the NAD 83(1997) position.
 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  =   0.99958314
 EJ1958
 EJ1958:                Primary Azimuth Mark                     Grid Az
 EJ1958:SPC AR S     -  BISMARCK AZ MK                           282 36 06.9
 EJ1958:UTM  15      -  BISMARCK AZ MK                           282 02 33.4
 EJ1958
 EJ1958_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT9010591795(NAD 83)
 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
 EJ1958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1958.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1958
 EJ1958_MARKER: DS = TRIANGULATION STATION DISK
 EJ1958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1958_STAMPING: BISMARK 1957
 EJ1958_MARK LOGO: CGS
 EJ1958_PROJECTION: FLUSH
 EJ1958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1958+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0151 ***********************************************************************
 EJ0151  DESIGNATION -  BIT
 EJ0151  PID         -  EJ0151
 EJ0151  STATE/COUNTY-  AR/PULASKI
 EJ0151  COUNTRY     -  US
 EJ0151  USGS QUAD   -  ALEXANDER (2017)
 EJ0151
 EJ0151                         *CURRENT SURVEY CONTROL
 EJ0151  ______________________________________________________________________
 EJ0151* NAD 83(1986) POSITION- 34 38 49.     (N) 092 24 16.     (W)   SCALED
 EJ0151* NAVD 88 ORTHO HEIGHT -    98.810 (meters)      324.18  (feet) ADJUSTED
 EJ0151  ______________________________________________________________________
 EJ0151  GEOID HEIGHT    -        -26.447 (meters)                     GEOID18
 EJ0151  DYNAMIC HEIGHT  -         98.718 (meters)      323.88  (feet) COMP
 EJ0151  MODELED GRAVITY -    979,706.6   (mgal)                       NAVD 88
 EJ0151
 EJ0151  VERT ORDER      -  FIRST     CLASS II
 EJ0151
 EJ0151.The horizontal coordinates were scaled from a map and have
 EJ0151.an estimated accuracy of +/- 6 seconds.
 EJ0151
 EJ0151.The orthometric height was determined by differential leveling and
 EJ0151.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0151.in June 1991.
 EJ0151
 EJ0151.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0151.GEOID18 height accuracy estimate available here.
 EJ0151
 EJ0151.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU545340(NAD 83)
 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
 EJ0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0151.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0151
 EJ0151_MARKER: DD = SURVEY DISK
 EJ0151_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0151_STAMPING: BIT 1934
 EJ0151_MARK LOGO: CGS+SS
 EJ0151_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0151
 EJ0151  HISTORY     - Date     Condition        Report By
 EJ0151  HISTORY     - 1934     MONUMENTED       ARGS
 EJ0151  HISTORY     - 1935     GOOD             CGS
 EJ0151
 EJ0151                          STATION DESCRIPTION
 EJ0151
 EJ0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0151'1.1 MILES SOUTHWEST OF MABELVALE ALONG M.P. RY., FROM STATION SIGN,
 EJ0151'ABOUT 480 FEET SOUTHWEST OF M.P. 356, 46.5 FEET SOUTHEAST OF THE
 EJ0151'CENTERLINE OF THE SOUTHEAST TRACK OF MISSOURI PACIFIC R.R., 40 FEET
 EJ0151'NORTHEAST OF DIRT WAGON ROAD CROSSING, 12.5 FEET NORTHWEST OF R/W
 EJ0151'FENCE, 8 FEET ABOVE LEVEL OF RAILROAD TRACK.  TABLET SET IN PRECAST
 EJ0151'CONCRETE POST SET ON OUTSIDE OF RAILROAD CURVE.  TABLET SET IN PRECAST
 EJ0151'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ2006 ***********************************************************************
 EJ2006  DESIGNATION -  BLACK
 EJ2006  PID         -  EJ2006
 EJ2006  STATE/COUNTY-  AR/MONTGOMERY
 EJ2006  COUNTRY     -  US
 EJ2006  USGS QUAD   -  NORMAN (2017)
 EJ2006
 EJ2006                         *CURRENT SURVEY CONTROL
 EJ2006  ______________________________________________________________________
 EJ2006* NAD 83(1997) POSITION- 34 27 24.62957(N) 093 43 21.46303(W)   ADJUSTED
 EJ2006* NAVD 88 ORTHO HEIGHT -   237.0   (meters)      778.    (feet) VERTCON3
 EJ2006  ______________________________________________________________________
 EJ2006  GEOID HEIGHT    -        -28.326 (meters)                     GEOID18
 EJ2006  LAPLACE CORR    -          2.05  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ2006.GEOID18 height accuracy estimate available here.
 EJ2006
 EJ2006.Click photographs - Photos may exist for this station.
 EJ2006
 EJ2006.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ2006
 EJ2006. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU3362513048(NAD 83)
 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(1993)-  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
 EJ2006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2006.See file dsdata.pdf to determine how the superseded data were derived.
 EJ2006
 EJ2006_MARKER: DS = TRIANGULATION STATION DISK
 EJ2006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ2006_STAMPING: BLACK 1956
 EJ2006_MARK LOGO: CGS
 EJ2006_PROJECTION: FLUSH
 EJ2006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ2006+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0852 ***********************************************************************
 GE0852  DESIGNATION -  BLACK
 GE0852  PID         -  GE0852
 GE0852  STATE/COUNTY-  AR/LAWRENCE
 GE0852  COUNTRY     -  US
 GE0852  USGS QUAD   -  BLACK ROCK (2017)
 GE0852
 GE0852                         *CURRENT SURVEY CONTROL
 GE0852  ______________________________________________________________________
 GE0852* NAD 83(1997) POSITION- 36 07 04.96851(N) 091 06 58.22624(W)   ADJUSTED
 GE0852* NAVD 88 ORTHO HEIGHT -    89.    (meters)      292.    (feet) SCALED
 GE0852  ______________________________________________________________________
 GE0852  GEOID HEIGHT    -        -28.167 (meters)                     GEOID18
 GE0852  LAPLACE CORR    -          0.53  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0852.GEOID18 height accuracy estimate available here.
 GE0852
 GE0852.Click photographs - Photos may exist for this station.
 GE0852
 GE0852.The Laplace correction was computed from DEFLEC18 derived deflections.
 GE0852
 GE0852. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 GE0852:SPC AR N     -  LAURATOWN                                164 44 19.5
 GE0852:UTM  15      -  LAURATOWN                                164 08 32.5
 GE0852
 GE0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV6954098684(NAD 83)
 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
 GE0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0852.See file dsdata.pdf to determine how the superseded data were derived.
 GE0852
 GE0852_MARKER: DS = TRIANGULATION STATION DISK
 GE0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0852_STAMPING: BLACK 1953
 GE0852_MARK LOGO: CGS
 GE0852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0852+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1937 ***********************************************************************
 FF1937  DESIGNATION -  BLACKCAT
 FF1937  PID         -  FF1937
 FF1937  STATE/COUNTY-  AR/MISSISSIPPI
 FF1937  COUNTRY     -  US
 FF1937  USGS QUAD   -  PECAN POINT (2017)
 FF1937
 FF1937                         *CURRENT SURVEY CONTROL
 FF1937  ______________________________________________________________________
 FF1937* NAD 83(1997) POSITION- 35 28 46.02115(N) 090 06 28.78717(W)   ADJUSTED
 FF1937* NAVD 88 ORTHO HEIGHT -    77.0   (meters)      253.    (feet) VERTCON3
 FF1937  ______________________________________________________________________
 FF1937  GEOID HEIGHT    -        -27.588 (meters)                     GEOID18
 FF1937  LAPLACE CORR    -          1.25  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1937.GEOID18 height accuracy estimate available here.
 FF1937
 FF1937.Click photographs - Photos may exist for this station.
 FF1937
 FF1937.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1937
 FF1937. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 FF1937:SPC AR N     -  BLACKCAT AZ MK                           082 52 04.7
 FF1937:SPC TN       -  BLACKCAT AZ MK                           086 22 26.0
 FF1937:UTM  15      -  BLACKCAT AZ MK                           082 17 21.9
 FF1937
 FF1937_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6238830059(NAD 83)
 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(1995)-  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
 FF1937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1937.See file dsdata.pdf to determine how the superseded data were derived.
 FF1937
 FF1937_MARKER: DH = HORIZONTAL CONTROL DISK
 FF1937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1937_STAMPING: BLACKCAT 1979
 FF1937_MARK LOGO: NGS
 FF1937_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FF1937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1937+STABILITY: SURFACE MOTION
 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) SOUTHEAST OF JOINER, 6.4
 FF1937'KM (4.0 MI) SOUTH-SOUTHEAST OF BASSETT, 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 ON U.S.
 FF1937'HIGHWAY 61 FOR 0.08 KM (0.05 MI) TO A SIDE ROAD LEFT.  TURN LEFT,
 FF1937'CROSSING RAILROAD TRACK AND GO EAST FOR 0.2 KM (0.1 MI) TO WHERE STATE
 FF1937'HIGHWAY 118 TURNS NORTH.  TURN RIGHT AND GO SOUTH ON A PAVED ROAD FOR
 FF1937'1.4 KM (0.9 MI) TO A SIDE ROAD LEFT.  TURN LEFT AND FOLLOW PAVED ROAD
 FF1937'EAST FOR 2.8 KM (1.75 MI) TO A GRAVELED CROSSROAD.  TURN RIGHT AND GO
 FF1937'SOUTH ON GRAVELED ROAD FOR 2.2 KM (1.35 MI) TO TOP OF LEVEE AND A
 FF1937'LOCKED GATE ON THE LEFT.  PASS THRU GATE AND GO NORTHEAST ALONG TOP OF
 FF1937'LEVEE FOR 0.2 KM (0.1 MI) TO THE STATION ON THE LEFT.  TO REACH THE
 FF1937'AZIMUTH MARK FROM THE STATION CONTINUE NORTHEAST AND NORTH FOR 0.8 KM
 FF1937'(0.5 MI) TO THE MARK ON THE RIGHT.  PERMISSION FOR THE STATION WAS
 FF1937'GRANTED BY CHIEF ENGINEER BURRELL B. FAIR OF THE ST. FRANCIS LEVEE
 FF1937'DISTRICT.  P.O. BOX 308, WEST MEMPHIS, ARKANSAS, PHONE 501/735-1062.
 FF1937'
 FF1937'THE STATION IS A STANDARD NGS DISK STAMPED ---BLACKCAT 1979---, SET
 FF1937'INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH
 FF1937'GROUND.  IT IS LOCATED 5.0 METERS WEST FROM THE CENTER OF LEVEE ROAD
 FF1937'AND 1.94 METERS NORTH FROM A METAL WITNESS POST.  THE UNDERGROUND MARK
 FF1937'IS A STANDARD NGS DISK STAMPED ---BLACKCAT 1979---, IMBEDDED IN AN
 FF1937'IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 FF1937'
 FF1937'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK STAMPED
 FF1937'---BLACKCAT NO 1 1979---, SET INTO THE TOP OF A ROUND CONCRETE
 FF1937'MONUMENT 30 CM IN DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 8.6
 FF1937'METERS SOUTHEAST FROM A SIDE ROAD TO LEVEE, 6.0 METERS SOUTH-SOUTHEAST
 FF1937'FROM A METAL WITNESS POST AND 0.53 METER WEST FROM THE CENTER OF LEVEE
 FF1937'ROAD.  MARK IS ABOVE STATION 1 METER.
 FF1937'
 FF1937'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK STAMPED
 FF1937'---BLACKCAT NO 2 1979---, SET INTO THE TOP OF A ROUND CONCRETE
 FF1937'MONUMENT 30 CM IN DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 3.1
 FF1937'METERS NORTHEAST FROM CENTER OF LEVEE ROAD AND 0.46 METER
 FF1937'NORTH-NORTHWEST FROM A METAL WITNESS POST.  MARK IS LEVEL WITH
 FF1937'STATION.
 FF1937'
 FF1937'AZIMUTH MARK NUMBER 1 IS A STANDARD NGS DISK STAMPED
 FF1937'---BLACKCAT 1979---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 FF1937'CM IN DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 3.5 METERS EAST FROM
 FF1937'CENTER OF LEVEE ROAD AND 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 = MARCH 20, 2026 22:17:28 EDT
 FF1939 ***********************************************************************
 FF1939  DESIGNATION -  BLACKCAT AZ MK
 FF1939  PID         -  FF1939
 FF1939  STATE/COUNTY-  AR/MISSISSIPPI
 FF1939  COUNTRY     -  US
 FF1939  USGS QUAD   -  PECAN POINT (2017)
 FF1939
 FF1939                         *CURRENT SURVEY CONTROL
 FF1939  ______________________________________________________________________
 FF1939* NAD 83(1997) POSITION- 35 28 48.78475(N) 090 05 56.79452(W)   ADJUSTED
 FF1939* NAVD 88 ORTHO HEIGHT -    76.9   (meters)      252.    (feet) VERTCON3
 FF1939  ______________________________________________________________________
 FF1939  GEOID HEIGHT    -        -27.582 (meters)                     GEOID18
 FF1939  LAPLACE CORR    -          1.31  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1939.GEOID18 height accuracy estimate available here.
 FF1939
 FF1939.Click photographs - Photos may exist for this station.
 FF1939
 FF1939.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1939
 FF1939. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999226  x   0.99993757  =   0.99992983
 FF1939!SPC TN       -   0.99999226  x   0.99996736  =   0.99995962
 FF1939!UTM  15      -   0.99999226  x   1.00045372  =   1.00044597
 FF1939
 FF1939_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6319230168(NAD 83)
 FF1939
 FF1939                          SUPERSEDED SURVEY CONTROL
 FF1939
 FF1939  NAD 83(1995)-  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
 FF1939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1939.See file dsdata.pdf to determine how the superseded data were derived.
 FF1939
 FF1939_MARKER: DZ = AZIMUTH MARK DISK
 FF1939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1939_STAMPING: BLACKCAT 1979
 FF1939_MARK LOGO: NGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0637 ***********************************************************************
 FF0637  DESIGNATION -  BLACKFISH AZ MK
 FF0637  PID         -  FF0637
 FF0637  STATE/COUNTY-  AR/ST FRANCIS
 FF0637  COUNTRY     -  US
 FF0637  USGS QUAD   -  ROUND POND (2017)
 FF0637
 FF0637                         *CURRENT SURVEY CONTROL
 FF0637  ______________________________________________________________________
 FF0637* NAD 83(1986) POSITION- 35 03 52.     (N) 090 36 32.     (W)   SCALED
 FF0637* NAVD 88 ORTHO HEIGHT -    61.898 (meters)      203.08  (feet) ADJUSTED
 FF0637  ______________________________________________________________________
 FF0637  GEOID HEIGHT    -        -27.013 (meters)                     GEOID18
 FF0637  DYNAMIC HEIGHT  -         61.842 (meters)      202.89  (feet) COMP
 FF0637  MODELED GRAVITY -    979,735.4   (mgal)                       NAVD 88
 FF0637
 FF0637  VERT ORDER      -  FIRST     CLASS II
 FF0637
 FF0637.The horizontal coordinates were scaled from a map and have
 FF0637.an estimated accuracy of +/- 6 seconds.
 FF0637
 FF0637.The orthometric height was determined by differential leveling and
 FF0637.adjusted by the NATIONAL GEODETIC SURVEY
 FF0637.in June 1991.
 FF0637
 FF0637.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0637.GEOID18 height accuracy estimate available here.
 FF0637
 FF0637.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU180828(NAD 83)
 FF0637
 FF0637                          SUPERSEDED SURVEY CONTROL
 FF0637
 FF0637  NGVD 29 (11/26/84)   61.880  (m)          203.02   (f) ADJUSTED    1 2
 FF0637
 FF0637.Superseded values are not recommended for survey control.
 FF0637
 FF0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0637.See file dsdata.pdf to determine how the superseded data were derived.
 FF0637
 FF0637_MARKER: DZ = AZIMUTH MARK DISK
 FF0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0637_STAMPING: BLACKFISH 1916 1920 1954
 FF0637_MARK LOGO: CGS
 FF0637_PROJECTION: PROJECTING 8 CENTIMETERS
 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'ABOUT 0.7 MILE NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FF0637'RAILROAD FROM THE OVERPASS OF RAILROAD OVER A GRAVEL ROAD AT ROUND
 FF0637'POND, ABOUT 0.35 MILE SOUTHWEST OF MILE POLE 33, 128 YARDS SOUTHWEST
 FF0637'OF SOUTHWEST END OF TRESTLE NO. 33.3, 26 FEET NORTHWEST OF NORTHWEST
 FF0637'RAIL AND ON THE OUTSIDE OF A SLIGHT CURVE IN TRACK, 43 FEET SOUTHEAST
 FF0637'OF CENTERLINE OF A GRAVEL ROAD PARALLEL TO TRACK, 21 FEET SOUTHEAST OF
 FF0637'TELEPHONE POLE NO. 1499 WITH A GUY WIRE AND A GUY POLE ACROSS ROAD,
 FF0637'102 FEET EAST-NORTHEAST OF TELEPHONE POLE NO. 1500, 2 1/2 FEET
 FF0637'NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 9 FEET BELOW LEVEL OF
 FF0637'TRACK, ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A CONCRETE POST
 FF0637'PROJECTING 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 = MARCH 20, 2026 22:17:28 EDT
 FF0639 ***********************************************************************
 FF0639  DESIGNATION -  BLACKFISH RESET
 FF0639  PID         -  FF0639
 FF0639  STATE/COUNTY-  AR/ST FRANCIS
 FF0639  COUNTRY     -  US
 FF0639  USGS QUAD   -  ROUND POND (2017)
 FF0639
 FF0639                         *CURRENT SURVEY CONTROL
 FF0639  ______________________________________________________________________
 FF0639* NAD 83(1997) POSITION- 35 03 58.62305(N) 090 36 15.78896(W)   ADJUSTED
 FF0639* NAVD 88 ORTHO HEIGHT -    60.850 (meters)      199.64  (feet) ADJUSTED
 FF0639  ______________________________________________________________________
 FF0639  GEOID HEIGHT    -        -27.016 (meters)                     GEOID18
 FF0639  LAPLACE CORR    -         -0.49  (seconds)                    DEFLEC18
 FF0639  DYNAMIC HEIGHT  -         60.795 (meters)      199.46  (feet) COMP
 FF0639  MODELED GRAVITY -    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 and
 FF0639.adjusted by the NATIONAL GEODETIC SURVEY
 FF0639.in June 1991.
 FF0639
 FF0639.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0639.GEOID18 height accuracy estimate available here.
 FF0639
 FF0639.Click photographs - Photos may exist for this station.
 FF0639
 FF0639.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999469  x   0.99997652  =   0.99997121
 FF0639!UTM  15      -   0.99999469  x   1.00018816  =   1.00018285
 FF0639
 FF0639:                Primary Azimuth Mark                     Grid Az
 FF0639:SPC AR N     -  BLACKFISH AZ MK                          246 23 40.9
 FF0639:UTM  15      -  BLACKFISH AZ MK                          245 49 47.7
 FF0639
 FF0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU1844983018(NAD 83)
 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(1995)-  35 03 58.62624(N)    090 36 15.78722(W) AD(       ) 2
 FF0639  NAD 83(1993)-  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  USSD        -  35 03 58.48200(N)    090 36 15.17500(W) AD(       ) 3
 FF0639  NGVD 29              60.83   (m)          199.6    (f) LEVELING    3  
 FF0639  NGVD 29 (11/26/84)   60.832  (m)          199.58   (f) ADJUSTED    1 2
 FF0639
 FF0639.Superseded values are not recommended for survey control.
 FF0639
 FF0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0639.See file dsdata.pdf to determine how the superseded data were derived.
 FF0639
 FF0639_MARKER: DS = TRIANGULATION STATION DISK
 FF0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0639_STAMPING: BLACKFISH 1916 1920 1954
 FF0639_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0641 ***********************************************************************
 FF0641  DESIGNATION -  BLACKFISH RM 1
 FF0641  PID         -  FF0641
 FF0641  STATE/COUNTY-  AR/ST FRANCIS
 FF0641  COUNTRY     -  US
 FF0641  USGS QUAD   -  ROUND POND (2017)
 FF0641
 FF0641                         *CURRENT SURVEY CONTROL
 FF0641  ______________________________________________________________________
 FF0641* NAD 83(1986) POSITION- 35 03 58.34   (N) 090 36 14.53   (W)   HD_HELD1
 FF0641* NAVD 88 ORTHO HEIGHT -    61.861 (meters)      202.96  (feet) ADJUSTED
 FF0641  ______________________________________________________________________
 FF0641  GEOID HEIGHT    -        -27.016 (meters)                     GEOID18
 FF0641  DYNAMIC HEIGHT  -         61.805 (meters)      202.77  (feet) COMP
 FF0641  MODELED GRAVITY -    979,735.6   (mgal)                       NAVD 88
 FF0641
 FF0641  VERT ORDER      -  FIRST     CLASS II
 FF0641
 FF0641.The horizontal coordinates were determined by differentially corrected
 FF0641.hand held GPS observations or other comparable positioning techniques
 FF0641.and have an estimated accuracy of +/- 3 meters.
 FF0641
 FF0641.The orthometric height was determined by differential leveling and
 FF0641.adjusted by the NATIONAL GEODETIC SURVEY
 FF0641.in June 1991.
 FF0641
 FF0641.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0641.GEOID18 height accuracy estimate available here.
 FF0641
 FF0641.Click photographs - Photos may exist for this station.
 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     -    82,208.8     527,325.0     MT  (+/- 3 meters HH1 GPS) 
 FF0641
 FF0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU1848183010(NAD 83)
 FF0641
 FF0641                          SUPERSEDED SURVEY CONTROL
 FF0641
 FF0641  NGVD 29 (11/26/84)   61.843  (m)          202.90   (f) ADJUSTED    1 2
 FF0641
 FF0641.Superseded values are not recommended for survey control.
 FF0641
 FF0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0641.See file dsdata.pdf to determine how the superseded data were derived.
 FF0641
 FF0641_MARKER: DR = REFERENCE MARK DISK
 FF0641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0641_STAMPING: BLACKFISH NO 1 1916
 FF0641_MARK LOGO: CGS
 FF0641_PROJECTION: FLUSH
 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'ABOUT 1.0 MILE NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FF0641'RAILROAD FROM THE OVERPASS OVER GRAVEL ROAD AT ROUND POND, ABOUT 80
 FF0641'YARDS SOUTHWEST OF MILE POST 33, ABOUT 104 YARDS SOUTHWEST OF
 FF0641'SOUTHWEST END OF TRESTLE NO. 330, 51 FEET NORTH-NORTHWEST OF NEAR RAIL
 FF0641'OF TRACK, 20 1/2 FEET SOUTH-SOUTHEAST OF CENTERLINE OF GRAVEL ROAD
 FF0641'PARALLEL TO TRACK, 2 FEET EAST-SOUTHEAST OF TELEPHONE POLE NO. 1486,
 FF0641'ABOUT 9 FEET BELOW LEVEL OF TRACK, ABOUT LEVEL WITH ROAD AND SET IN
 FF0641'THE TOP OF A CONCRETE POST FLUSH WITH GROUND.  NOTE-ONLY THE CENTER
 FF0641'PORTION OF THE DISK (SHANK) REMAINS IN POST.  THE BOTTOM PART OF THE
 FF0641'FIGURE 1 IS STAMPED ON REMAINING PORTION OF DISK.  THE POST APPEARS TO
 FF0641'BE IN GOOD CONDITION AND APPARENTLY THE ELEVATION OF MARK HAS NOT BEEN
 FF0641'CHANGED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0638 ***********************************************************************
 FF0638  DESIGNATION -  BLACKFISH RM 2
 FF0638  PID         -  FF0638
 FF0638  STATE/COUNTY-  AR/ST FRANCIS
 FF0638  COUNTRY     -  US
 FF0638  USGS QUAD   -  ROUND POND (2017)
 FF0638
 FF0638                         *CURRENT SURVEY CONTROL
 FF0638  ______________________________________________________________________
 FF0638* NAD 83(1986) POSITION- 35 03 57.98   (N) 090 36 15.98   (W)   HD_HELD1
 FF0638* NAVD 88 ORTHO HEIGHT -    61.422 (meters)      201.52  (feet) ADJUSTED
 FF0638  ______________________________________________________________________
 FF0638  GEOID HEIGHT    -        -27.016 (meters)                     GEOID18
 FF0638  DYNAMIC HEIGHT  -         61.367 (meters)      201.33  (feet) COMP
 FF0638  MODELED GRAVITY -    979,735.5   (mgal)                       NAVD 88
 FF0638
 FF0638  VERT ORDER      -  FIRST     CLASS II
 FF0638
 FF0638.The horizontal coordinates were determined by differentially corrected
 FF0638.hand held GPS observations or other comparable positioning techniques
 FF0638.and have an estimated accuracy of +/- 3 meters.
 FF0638
 FF0638.The orthometric height was determined by differential leveling and
 FF0638.adjusted by the NATIONAL GEODETIC SURVEY
 FF0638.in June 1991.
 FF0638
 FF0638.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0638.GEOID18 height accuracy estimate available here.
 FF0638
 FF0638.Click photographs - Photos may exist for this station.
 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     -    82,197.2     527,288.4     MT  (+/- 3 meters HH1 GPS) 
 FF0638
 FF0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU1844482998(NAD 83)
 FF0638
 FF0638                          SUPERSEDED SURVEY CONTROL
 FF0638
 FF0638  NGVD 29 (11/26/84)   61.404  (m)          201.46   (f) ADJUSTED    1 2
 FF0638
 FF0638.Superseded values are not recommended for survey control.
 FF0638
 FF0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0638.See file dsdata.pdf to determine how the superseded data were derived.
 FF0638
 FF0638_MARKER: DR = REFERENCE MARK DISK
 FF0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0638_STAMPING: BLACKFISH RM 2 1916 1920
 FF0638_MARK LOGO: CGS
 FF0638_PROJECTION: PROJECTING 5 CENTIMETERS
 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'ABOUT 1.0 MILE NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FF0638'RAILROAD FROM RAILROAD OVERPASS OVER GRAVEL ROAD AT ROUND POND, ABOUT
 FF0638'120 YARDS SOUTHWEST OF MILE POLE 33, ABOUT 145 YARDS SOUTHWEST OF
 FF0638'SOUTHWEST END OF TRESTLE NO. 33.0, 48 FEET NORTH-NORTHWEST OF
 FF0638'NORTH-NORTHWEST RAIL, 22 FEET SOUTH-SOUTHEAST OF CENTERLINE OF A
 FF0638'GRAVEL ROAD PARALLEL TO TRACK, 11 FEET SOUTHWEST OF TELEPHONE POLE NO.
 FF0638'1487, ABOUT 10 FEET BELOW LEVEL OF TRACK, ABOUT LEVEL WITH ROAD AND
 FF0638'SET IN THE 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 = MARCH 20, 2026 22:17:28 EDT
 FF0640 ***********************************************************************
 FF0640  DESIGNATION -  BLACKFISH RM 3
 FF0640  PID         -  FF0640
 FF0640  STATE/COUNTY-  AR/ST FRANCIS
 FF0640  COUNTRY     -  US
 FF0640  USGS QUAD   -  ROUND POND (2017)
 FF0640
 FF0640                         *CURRENT SURVEY CONTROL
 FF0640  ______________________________________________________________________
 FF0640* NAD 83(1986) POSITION- 35 03 58.85   (N) 090 36 14.70   (W)   HD_HELD1
 FF0640* NAVD 88 ORTHO HEIGHT -    61.812 (meters)      202.79  (feet) ADJUSTED
 FF0640  ______________________________________________________________________
 FF0640  GEOID HEIGHT    -        -27.016 (meters)                     GEOID18
 FF0640  DYNAMIC HEIGHT  -         61.756 (meters)      202.61  (feet) COMP
 FF0640  MODELED GRAVITY -    979,735.5   (mgal)                       NAVD 88
 FF0640
 FF0640  VERT ORDER      -  FIRST     CLASS II
 FF0640
 FF0640.The horizontal coordinates were determined by differentially corrected
 FF0640.hand held GPS observations or other comparable positioning techniques
 FF0640.and have an estimated accuracy of +/- 3 meters.
 FF0640
 FF0640.The orthometric height was determined by differential leveling and
 FF0640.adjusted by the NATIONAL GEODETIC SURVEY
 FF0640.in June 1991.
 FF0640
 FF0640.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0640.GEOID18 height accuracy estimate available here.
 FF0640
 FF0640.Click photographs - Photos may exist for this station.
 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     -    82,224.4     527,320.5     MT  (+/- 3 meters HH1 GPS) 
 FF0640
 FF0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU1847683026(NAD 83)
 FF0640
 FF0640                          SUPERSEDED SURVEY CONTROL
 FF0640
 FF0640  NGVD 29 (11/26/84)   61.794  (m)          202.74   (f) ADJUSTED    1 2
 FF0640
 FF0640.Superseded values are not recommended for survey control.
 FF0640
 FF0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0640.See file dsdata.pdf to determine how the superseded data were derived.
 FF0640
 FF0640_MARKER: DR = REFERENCE MARK DISK
 FF0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0640_STAMPING: BLACKFISH NO 3 1916 1920 1954
 FF0640_MARK LOGO: CGS
 FF0640_PROJECTION: PROJECTING 10 CENTIMETERS
 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'ABOUT 1.0 MILE NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 FF0640'RAILROAD FROM RAILROAD OVERPASS OVER GRAVEL ROAD AT ROUND POND, ABOUT
 FF0640'81 YARDS SOUTHWEST OF MILE POST 33, ABOUT 105 YARDS SOUTHWEST OF
 FF0640'SOUTHWEST END OF TRESTLE NO. 33.0, 104 FEET NORTH-NORTHWEST AND ACROSS
 FF0640'A GRAVEL ROAD FROM NEAR RAIL, 32 FEET NORTH-NORTHWEST OF CENTERLINE OF
 FF0640'GRAVEL ROAD PARALLEL TO TRACK, 52 1/2 FEET NORTHWEST AND ACROSS ROAD
 FF0640'FROM TELEPHONE POLE NO. 1486, 4 FEET NORTHWEST OF A BRACE POLE TO
 FF0640'TELEPHONE 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 POLE
 FF0640'NO. 1487, 1 1/2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 9 FEET
 FF0640'BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FF0640'4 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 = MARCH 20, 2026 22:17:28 EDT
 EH1170 ***********************************************************************
 EH1170  DESIGNATION -  BLOSSOM RESET
 EH1170  PID         -  EH1170
 EH1170  STATE/COUNTY-  AR/ST FRANCIS
 EH1170  COUNTRY     -  US
 EH1170  USGS QUAD   -  WHEATLEY (2017)
 EH1170
 EH1170                         *CURRENT SURVEY CONTROL
 EH1170  ______________________________________________________________________
 EH1170* NAD 83(1997) POSITION- 34 55 53.03563(N) 091 02 45.34625(W)   ADJUSTED
 EH1170* NAVD 88 ORTHO HEIGHT -    63.130 (meters)      207.12  (feet) ADJUSTED
 EH1170  ______________________________________________________________________
 EH1170  GEOID HEIGHT    -        -26.848 (meters)                     GEOID18
 EH1170  LAPLACE CORR    -          0.26  (seconds)                    DEFLEC18
 EH1170  DYNAMIC HEIGHT  -         63.072 (meters)      206.93  (feet) COMP
 EH1170  MODELED GRAVITY -    979,722.5   (mgal)                       NAVD 88
 EH1170
 EH1170  HORZ ORDER      -  FIRST
 EH1170  VERT ORDER      -  FIRST     CLASS II
 EH1170
 EH1170.The horizontal coordinates were established by classical geodetic methods
 EH1170.and adjusted by the National Geodetic Survey in September 1999.
 EH1170
 EH1170.The orthometric height was determined by differential leveling and
 EH1170.adjusted by the NATIONAL GEODETIC SURVEY
 EH1170.in June 1991.
 EH1170
 EH1170.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1170.GEOID18 height accuracy estimate available here.
 EH1170
 EH1170.Click photographs - Photos may exist for this station.
 EH1170
 EH1170.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 EH1170
 EH1170;                    North         East     Units Scale Factor Converg.
 EH1170;SPC AR N     -    66,773.144   487,166.644   MT  1.00000038   +0 33 18.6
 EH1170;SPC AR N     -   219,071.56  1,598,312.56   sFT  1.00000038   +0 33 18.6
 EH1170;SPC AR S     -   651,605.476   487,170.278   MT  1.00004089   +0 32 02.3
 EH1170;SPC AR S     - 2,137,808.97  1,598,324.49   sFT  1.00004089   +0 32 02.3
 EH1170;UTM  15      - 3,867,178.533   678,472.868   MT  0.99999259   +1 07 09.1
 EH1170
 EH1170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH1170!SPC AR N     -   0.99999430  x   1.00000038  =   0.99999468
 EH1170!SPC AR S     -   0.99999430  x   1.00004089  =   1.00003519
 EH1170!UTM  15      -   0.99999430  x   0.99999259  =   0.99998689
 EH1170
 EH1170:                Primary Azimuth Mark                     Grid Az
 EH1170:SPC AR N     -  WHEATLEY RESET                           249 32 24.0
 EH1170:SPC AR S     -  WHEATLEY RESET                           249 33 40.3
 EH1170:UTM  15      -  WHEATLEY RESET                           248 58 33.5
 EH1170
 EH1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU7847267178(NAD 83)
 EH1170
 EH1170|---------------------------------------------------------------------|
 EH1170| PID    Reference Object                     Distance      Geod. Az  |
 EH1170|                                                           dddmmss.s |
 EH1170| EH1162 WHEATLEY RESET                      APPROX. 4.1 KM 2500542.6 |
 EH1170| EH1171 BLOSSOM RM 1                         20.341 METERS 33825     |
 EH1170|---------------------------------------------------------------------|
 EH1170
 EH1170                          SUPERSEDED SURVEY CONTROL
 EH1170
 EH1170  NAD 83(1993)-  34 55 53.04126(N)    091 02 45.34364(W) AD(       ) 1
 EH1170  NAD 83(1986)-  34 55 53.04389(N)    091 02 45.34404(W) AD(       ) 1
 EH1170  NAD 27      -  34 55 52.70540(N)    091 02 44.90750(W) AD(       ) 1
 EH1170  USSD        -  34 55 52.87500(N)    091 02 44.64500(W) AD(       ) 3
 EH1170  NGVD 29 (11/26/84)   63.132  (m)          207.13   (f) ADJUSTED    1 2
 EH1170
 EH1170.Superseded values are not recommended for survey control.
 EH1170
 EH1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1170.See file dsdata.pdf to determine how the superseded data were derived.
 EH1170
 EH1170_MARKER: DS = TRIANGULATION STATION DISK
 EH1170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1170_STAMPING: BLOSSOM 1916 1954
 EH1170_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1171 ***********************************************************************
 EH1171  DESIGNATION -  BLOSSOM RM 1
 EH1171  PID         -  EH1171
 EH1171  STATE/COUNTY-  AR/ST FRANCIS
 EH1171  COUNTRY     -  US
 EH1171  USGS QUAD   -  WHEATLEY (2017)
 EH1171
 EH1171                         *CURRENT SURVEY CONTROL
 EH1171  ______________________________________________________________________
 EH1171* NAD 83(1986) POSITION- 34 55 53.65   (N) 091 02 45.64   (W)   HD_HELD1
 EH1171* NAVD 88 ORTHO HEIGHT -    63.237 (meters)      207.47  (feet) ADJUSTED
 EH1171  ______________________________________________________________________
 EH1171  GEOID HEIGHT    -        -26.848 (meters)                     GEOID18
 EH1171  DYNAMIC HEIGHT  -         63.179 (meters)      207.28  (feet) COMP
 EH1171  MODELED GRAVITY -    979,722.5   (mgal)                       NAVD 88
 EH1171
 EH1171  VERT ORDER      -  FIRST     CLASS II
 EH1171
 EH1171.The horizontal coordinates were determined by differentially corrected
 EH1171.hand held GPS observations or other comparable positioning techniques
 EH1171.and have an estimated accuracy of +/- 3 meters.
 EH1171
 EH1171.The orthometric height was determined by differential leveling and
 EH1171.adjusted by the NATIONAL GEODETIC SURVEY
 EH1171.in June 1991.
 EH1171
 EH1171.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1171.GEOID18 height accuracy estimate available here.
 EH1171
 EH1171.Click photographs - Photos may exist for this station.
 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     -    66,792.0     487,159.0     MT  (+/- 3 meters HH1 GPS) 
 EH1171
 EH1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU7846567197(NAD 83)
 EH1171
 EH1171                          SUPERSEDED SURVEY CONTROL
 EH1171
 EH1171  NGVD 29 (11/26/84)   63.239  (m)          207.48   (f) ADJUSTED    1 2
 EH1171
 EH1171.Superseded values are not recommended for survey control.
 EH1171
 EH1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1171.See file dsdata.pdf to determine how the superseded data were derived.
 EH1171
 EH1171_MARKER: DR = REFERENCE MARK DISK
 EH1171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1171_STAMPING: BLOSSOM RM 1 1916 1920 BM
 EH1171_MARK LOGO: CGS
 EH1171_PROJECTION: RECESSED 5 CENTIMETERS
 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'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 = MARCH 20, 2026 22:17:28 EDT
 EH1172 ***********************************************************************
 EH1172  DESIGNATION -  BLOSSOM RM 2
 EH1172  PID         -  EH1172
 EH1172  STATE/COUNTY-  AR/ST FRANCIS
 EH1172  COUNTRY     -  US
 EH1172  USGS QUAD   -  WHEATLEY (2017)
 EH1172
 EH1172                         *CURRENT SURVEY CONTROL
 EH1172  ______________________________________________________________________
 EH1172* NAD 83(1986) POSITION- 34 55 53.32   (N) 091 02 44.24   (W)   HD_HELD1
 EH1172* NAVD 88 ORTHO HEIGHT -    63.375 (meters)      207.92  (feet) ADJUSTED
 EH1172  ______________________________________________________________________
 EH1172  GEOID HEIGHT    -        -26.848 (meters)                     GEOID18
 EH1172  DYNAMIC HEIGHT  -         63.317 (meters)      207.73  (feet) COMP
 EH1172  MODELED GRAVITY -    979,722.5   (mgal)                       NAVD 88
 EH1172
 EH1172  VERT ORDER      -  FIRST     CLASS II
 EH1172
 EH1172.The horizontal coordinates were determined by differentially corrected
 EH1172.hand held GPS observations or other comparable positioning techniques
 EH1172.and have an estimated accuracy of +/- 3 meters.
 EH1172
 EH1172.The orthometric height was determined by differential leveling and
 EH1172.adjusted by the NATIONAL GEODETIC SURVEY
 EH1172.in June 1991.
 EH1172
 EH1172.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1172.GEOID18 height accuracy estimate available here.
 EH1172
 EH1172.Click photographs - Photos may exist for this station.
 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     -    66,782.2     487,194.6     MT  (+/- 3 meters HH1 GPS) 
 EH1172
 EH1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU7850067187(NAD 83)
 EH1172
 EH1172                          SUPERSEDED SURVEY CONTROL
 EH1172
 EH1172  NGVD 29 (11/26/84)   63.377  (m)          207.93   (f) ADJUSTED    1 2
 EH1172
 EH1172.Superseded values are not recommended for survey control.
 EH1172
 EH1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1172.See file dsdata.pdf to determine how the superseded data were derived.
 EH1172
 EH1172_MARKER: DR = REFERENCE MARK DISK
 EH1172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1172_STAMPING: BLOSSOM RM 2 1916 1920
 EH1172_MARK LOGO: CGS
 EH1172_PROJECTION: PROJECTING 10 CENTIMETERS
 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'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 = MARCH 20, 2026 22:17:28 EDT
 EK0817 ***********************************************************************
 EK0817  DESIGNATION -  BLUE
 EK0817  PID         -  EK0817
 EK0817  STATE/COUNTY-  AR/POLK
 EK0817  COUNTRY     -  US
 EK0817  USGS QUAD   -  Y CITY (2017)
 EK0817
 EK0817                         *CURRENT SURVEY CONTROL
 EK0817  ______________________________________________________________________
 EK0817* NAD 83(1997) POSITION- 34 41 10.70565(N) 094 02 52.90878(W)   ADJUSTED
 EK0817* NAVD 88 ORTHO HEIGHT -   800.9   (meters)     2628.    (feet) VERTCON3
 EK0817  ______________________________________________________________________
 EK0817  GEOID HEIGHT    -        -30.002 (meters)                     GEOID18
 EK0817  LAPLACE CORR    -          4.37  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0817.GEOID18 height accuracy estimate available here.
 EK0817
 EK0817.Click photographs - Photos may exist for this station.
 EK0817
 EK0817.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0817
 EK0817. The following values were computed from the NAD 83(1997) position.
 EK0817
 EK0817;                    North         East     Units Scale Factor Converg.
 EK0817;SPC AR S     -   625,886.423   212,344.068   MT  0.99998307   -1 08 46.5
 EK0817;SPC AR S     - 2,053,429.04    696,665.50   sFT  0.99998307   -1 08 46.5
 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 S     -   0.99987900  x   0.99998307  =   0.99986208
 EK0817!UTM  15      -   0.99987900  x   0.99971359  =   0.99959263
 EK0817
 EK0817:                Primary Azimuth Mark                     Grid Az
 EK0817:SPC AR S     -  BLUE AZ MK                               188 48 41.7
 EK0817:UTM  15      -  BLUE AZ MK                               188 15 42.5
 EK0817
 EK0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU0400038756(NAD 83)
 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(1993)-  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
 EK0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0817.See file dsdata.pdf to determine how the superseded data were derived.
 EK0817
 EK0817_MARKER: DS = TRIANGULATION STATION DISK
 EK0817_SETTING: 80 = SET IN A BOULDER
 EK0817_STAMPING: BLUE 1930
 EK0817_MARK LOGO: CGS
 EK0817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0817+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1887 ***********************************************************************
 FG1887  DESIGNATION -  BLUE
 FG1887  PID         -  FG1887
 FG1887  STATE/COUNTY-  AR/YELL
 FG1887  COUNTRY     -  US
 FG1887  USGS QUAD   -  BLUE MOUNTAIN DAM (2017)
 FG1887
 FG1887                         *CURRENT SURVEY CONTROL
 FG1887  ______________________________________________________________________
 FG1887* NAD 83(1997) POSITION- 35 06 02.58228(N) 093 38 56.89044(W)   ADJUSTED
 FG1887* NAVD 88 ORTHO HEIGHT -   174.    (meters)      571.    (feet) SCALED
 FG1887  ______________________________________________________________________
 FG1887  GEOID HEIGHT    -        -29.870 (meters)                     GEOID18
 FG1887  LAPLACE CORR    -          1.97  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1887.GEOID18 height accuracy estimate available here.
 FG1887
 FG1887.Click photographs - Photos may exist for this station.
 FG1887
 FG1887.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1887
 FG1887. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 FG1887:SPC AR N     -  BLUE AZ MK                               149 56 16.5
 FG1887:UTM  15      -  BLUE AZ MK                               149 21 05.6
 FG1887
 FG1887_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU4083784405(NAD 83)
 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(1993)-  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
 FG1887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1887.See file dsdata.pdf to determine how the superseded data were derived.
 FG1887
 FG1887_MARKER: DS = TRIANGULATION STATION DISK
 FG1887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1887_STAMPING: BLUE 1940
 FG1887_MARK LOGO: CGS
 FG1887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1887+STABILITY: SURFACE MOTION
 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 DEPARTMENT OF TRANSPORTATION 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 = MARCH 20, 2026 22:17:28 EDT
 FF2046 ***********************************************************************
 FF2046  DESIGNATION -  BLUE
 FF2046  PID         -  FF2046
 FF2046  STATE/COUNTY-  AR/CRITTENDEN
 FF2046  COUNTRY     -  US
 FF2046  USGS QUAD   -  EDMONDSON (2017)
 FF2046
 FF2046                         *CURRENT SURVEY CONTROL
 FF2046  ______________________________________________________________________
 FF2046* NAD 83(1997) POSITION- 35 01 47.92930(N) 090 19 14.91053(W)   ADJUSTED
 FF2046* NAVD 88 ORTHO HEIGHT -    71.4   (meters)      234.    (feet) VERTCON3
 FF2046  ______________________________________________________________________
 FF2046  GEOID HEIGHT    -        -27.177 (meters)                     GEOID18
 FF2046  LAPLACE CORR    -         -1.33  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF2046.GEOID18 height accuracy estimate available here.
 FF2046
 FF2046.Click photographs - Photos may exist for this station.
 FF2046
 FF2046.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF2046
 FF2046. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999306  x   0.99998241  =   0.99997547
 FF2046!SPC TN       -   0.99999306  x   1.00004611  =   1.00003917
 FF2046!UTM  15      -   0.99999306  x   1.00033636  =   1.00032942
 FF2046
 FF2046:                Primary Azimuth Mark                     Grid Az
 FF2046:SPC AR N     -  Y 218 TPT                                354 45 21.1
 FF2046:SPC TN       -  Y 218 TPT                                358 15 45.2
 FF2046:UTM  15      -  Y 218 TPT                                354 11 39.6
 FF2046
 FF2046_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU4442279649(NAD 83)
 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(1995)-  35 01 47.92934(N)    090 19 14.91050(W) AD(       ) 1
 FF2046  NAD 83(1993)-  35 01 47.93016(N)    090 19 14.91044(W) AD(       ) 1
 FF2046  NAD 83(1990)-  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
 FF2046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2046.See file dsdata.pdf to determine how the superseded data were derived.
 FF2046
 FF2046_MARKER: DH = HORIZONTAL CONTROL DISK
 FF2046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2046_STAMPING: BLUE 1979
 FF2046_MARK LOGO: NGS
 FF2046_PROJECTION: FLUSH
 FF2046_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FF2046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF2046+STABILITY: SURFACE MOTION
 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) NORTHEAST OF
 FF2046'HUGHES, 10.5 KILOMETERS (6-1/2 MI) NORTH OF HORSESHOE LAKE, ON A SPUR
 FF2046'LEVEE JUST OFF OF THE MAIN LEVEE ALONG THE WEST SIDE OF THE
 FF2046'MISSISSIPPI RIVER.  PERMISSION FOR THE STATION WAS OBTAINED FROM THE
 FF2046'CHIEF ENGINEER OF THE ST FRANCIS LEVEE DISTRICT, MR. BURRELL B. FAIR,
 FF2046'P.O. BOX 308, WEST MEMPHIS, AR 72301.  TELEPHONE NUMBER 501-735-1062.
 FF2046'
 FF2046'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 50 AND 147,
 FF2046'ABOUT 5 MILES (8 KM) SOUTHWEST OF MIDWAY CORNERS, GO NORTH ON STATE
 FF2046'ROUTE 147 FOR 0.25 MILE (0.4 KM) TO A GRAVEL SIDE ROAD RIGHT AT SIGN
 FF2046'(BLUE LAKE).  TURN RIGHT AND GO EASTERLY ON THE GRAVELED ROAD FOR 0.75
 FF2046'MILE (1.2 KM) 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 GO NORTHERLY
 FF2046'ALONG THE TOP OF THE LEVEE FOR 0.05 MILE (0.1 KM) TO A SPUR LEVEE
 FF2046'RIGHT AND THE STATION ON THE RIGHT.
 FF2046'
 FF2046'THE STATION IS A STANDARD NGS DISK STAMPED ---BLUE 1979---, SET INTO
 FF2046'THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH
 FF2046'GROUND.  IT IS LOCATED 11.4 METERS EAST-SOUTHEAST FROM THE CENTER OF
 FF2046'THE LEVEE ROAD, 2.2 METERS SOUTHEAST FROM A METAL WITNESS POST AND
 FF2046'NEAR THE CENTER OF THE SPUR LEVEE.
 FF2046'
 FF2046'THE UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED ---BLUE 1979---,
 FF2046'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE GROUND.
 FF2046'
 FF2046'REFERENCE MARK NUMBER 01 IS A STANDARD NGS DISK STAMPED
 FF2046'---BLUE NO 1 1979---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 FF2046'CM IN DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 30.2 METERS SOUTHEAST
 FF2046'FROM THE CENTER OF THE LEVEE ROAD, 3.0 METERS EAST FROM THE CENTER OF
 FF2046'THE SPUR LEVEE, AND 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 STAMPED
 FF2046'---BLUE NO 2 1979---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 FF2046'CM IN DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 4.2 METERS
 FF2046'WEST-NORTHWEST FROM THE CENTER OF THE LEVEE ROAD AND 0.3 METERS
 FF2046'SOUTHEAST FROM A METAL WITNESS POST.  MARK IS LEVEL WITH STATION.
 FF2046'
 FF2046'AZIMUTH MARK NUMBER 01 IS A STANDARD NGS DISK STAMPED ---BLUE 1979---,
 FF2046'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH
 FF2046'WITH GROUND.  IT IS LOCATED 5.8 METERS WEST FROM THE CENTER OF A ROAD,
 FF2046'2.71 METERS EAST-SOUTHEAST FROM THE CENTER OF A GATE, AND 0.40 METERS
 FF2046'NORTH-NORTHEAST FROM A METAL WITNESS POST.
 FF2046'
 FF2046'TO REACH AZIMUTH MARK FROM THE STATION PROCEED SOUTHWESTERLY ON THE
 FF2046'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 = MARCH 20, 2026 22:17:28 EDT
 FF2049 ***********************************************************************
 FF2049  DESIGNATION -  BLUE AZ MK
 FF2049  PID         -  FF2049
 FF2049  STATE/COUNTY-  AR/CRITTENDEN
 FF2049  COUNTRY     -  US
 FF2049  USGS QUAD   -  EDMONDSON (2017)
 FF2049
 FF2049                         *CURRENT SURVEY CONTROL
 FF2049  ______________________________________________________________________
 FF2049* NAD 83(1997) POSITION- 35 01 39.38453(N) 090 19 25.04646(W)   ADJUSTED
 FF2049* NAVD 88 ORTHO HEIGHT -    72.5   (meters)      238.    (feet) VERTCON3
 FF2049  ______________________________________________________________________
 FF2049  GEOID HEIGHT    -        -27.174 (meters)                     GEOID18
 FF2049  LAPLACE CORR    -         -1.33  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF2049.GEOID18 height accuracy estimate available here.
 FF2049
 FF2049.Click photographs - Photos may exist for this station.
 FF2049
 FF2049.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF2049
 FF2049. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999289  x   0.99998280  =   0.99997569
 FF2049!SPC TN       -   0.99999289  x   1.00004669  =   1.00003958
 FF2049!UTM  15      -   0.99999289  x   1.00033485  =   1.00032774
 FF2049
 FF2049_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU4417279379(NAD 83)
 FF2049
 FF2049                          SUPERSEDED SURVEY CONTROL
 FF2049
 FF2049  NAD 83(1995)-  35 01 39.38456(N)    090 19 25.04642(W) AD(       ) 2
 FF2049  NAD 83(1993)-  35 01 39.38537(N)    090 19 25.04635(W) AD(       ) 2
 FF2049  NAD 83(1990)-  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
 FF2049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2049.See file dsdata.pdf to determine how the superseded data were derived.
 FF2049
 FF2049_MARKER: DZ = AZIMUTH MARK DISK
 FF2049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2049_STAMPING: BLUE 1979
 FF2049_MARK LOGO: NGS
 FF2049_PROJECTION: FLUSH
 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 = MARCH 20, 2026 22:17:28 EDT
 EK0865 ***********************************************************************
 EK0865  DESIGNATION -  BLUE RIDGE LOOKOUT TOWER
 EK0865  PID         -  EK0865
 EK0865  STATE/COUNTY-  AR/HOWARD
 EK0865  COUNTRY     -  US
 EK0865  USGS QUAD   -  DIERKS DAM (2017)
 EK0865
 EK0865                         *CURRENT SURVEY CONTROL
 EK0865  ______________________________________________________________________
 EK0865* NAD 83(1997) POSITION- 34 09 41.26420(N) 094 00 07.79227(W)   ADJUSTED
 EK0865  ______________________________________________________________________
 EK0865  GEOID HEIGHT    -        -27.840 (meters)                     GEOID18
 EK0865  LAPLACE CORR    -          1.78  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0865.GEOID18 height accuracy estimate available here.
 EK0865
 EK0865.Click photographs - Photos may exist for this station.
 EK0865
 EK0865.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0865
 EK0865. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT0762580512(NAD 83)
 EK0865
 EK0865                          SUPERSEDED SURVEY CONTROL
 EK0865
 EK0865  NAD 83(1993)-  34 09 41.26968(N)    094 00 07.78875(W) AD(       ) 3
 EK0865  NAD 83(1986)-  34 09 41.27376(N)    094 00 07.78446(W) AD(       ) 3
 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
 EK0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0865.See file dsdata.pdf to determine how the superseded data were derived.
 EK0865
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1094 ***********************************************************************
 EH1094  DESIGNATION -  BLUFF
 EH1094  PID         -  EH1094
 EH1094  STATE/COUNTY-  AR/PRAIRIE
 EH1094  COUNTRY     -  US
 EH1094  USGS QUAD   -  DE VALLS BLUFF (2017)
 EH1094
 EH1094                         *CURRENT SURVEY CONTROL
 EH1094  ______________________________________________________________________
 EH1094* NAD 83(1997) POSITION- 34 47 16.63976(N) 091 28 13.39722(W)   ADJUSTED
 EH1094* NAVD 88 ORTHO HEIGHT -    64.730 (meters)      212.37  (feet) ADJUSTED
 EH1094  ______________________________________________________________________
 EH1094  GEOID HEIGHT    -        -26.945 (meters)                     GEOID18
 EH1094  LAPLACE CORR    -          0.34  (seconds)                    DEFLEC18
 EH1094  DYNAMIC HEIGHT  -         64.669 (meters)      212.17  (feet) COMP
 EH1094  MODELED GRAVITY -    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 and
 EH1094.adjusted by the NATIONAL GEODETIC SURVEY
 EH1094.in June 1991.
 EH1094
 EH1094.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1094.GEOID18 height accuracy estimate available here.
 EH1094
 EH1094.Click photographs - Photos may exist for this station.
 EH1094
 EH1094.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999407  x   1.00000482  =   0.99999889
 EH1094!UTM  15      -   0.99999407  x   0.99984138  =   0.99983545
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU3994450594(NAD 83)
 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  USSD        -  34 47 16.44600(N)    091 28 12.62500(W) AD(       ) 3
 EH1094  NGVD 29              64.70   (m)          212.3    (f) LEVELING    3  
 EH1094  NGVD 29 (11/26/84)   64.733  (m)          212.38   (f) ADJUSTED    1 2
 EH1094
 EH1094.Superseded values are not recommended for survey control.
 EH1094
 EH1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1094.See file dsdata.pdf to determine how the superseded data were derived.
 EH1094
 EH1094_MARKER: DS = TRIANGULATION STATION DISK
 EH1094_SETTING: 7 = 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 = MARCH 20, 2026 22:17:28 EDT
 EH1095 ***********************************************************************
 EH1095  DESIGNATION -  BLUFF RM 1
 EH1095  PID         -  EH1095
 EH1095  STATE/COUNTY-  AR/PRAIRIE
 EH1095  COUNTRY     -  US
 EH1095  USGS QUAD   -  DE VALLS BLUFF (2017)
 EH1095
 EH1095                         *CURRENT SURVEY CONTROL
 EH1095  ______________________________________________________________________
 EH1095* NAD 83(1986) POSITION- 34 47 16.53   (N) 091 28 14.46   (W)   HD_HELD1
 EH1095* NAVD 88 ORTHO HEIGHT -    64.837 (meters)      212.72  (feet) ADJUSTED
 EH1095  ______________________________________________________________________
 EH1095  GEOID HEIGHT    -        -26.945 (meters)                     GEOID18
 EH1095  DYNAMIC HEIGHT  -         64.776 (meters)      212.52  (feet) COMP
 EH1095  MODELED GRAVITY -    979,696.9   (mgal)                       NAVD 88
 EH1095
 EH1095  VERT ORDER      -  FIRST     CLASS II
 EH1095
 EH1095.The horizontal coordinates were determined by differentially corrected
 EH1095.hand held GPS observations or other comparable positioning techniques
 EH1095.and have an estimated accuracy of +/- 3 meters.
 EH1095
 EH1095.The orthometric height was determined by differential leveling and
 EH1095.adjusted by the NATIONAL GEODETIC SURVEY
 EH1095.in June 1991.
 EH1095
 EH1095.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1095.GEOID18 height accuracy estimate available here.
 EH1095
 EH1095.Click photographs - Photos may exist for this station.
 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     -   635,407.5     448,444.7     MT  (+/- 3 meters HH1 GPS) 
 EH1095
 EH1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU3991750590(NAD 83)
 EH1095
 EH1095                          SUPERSEDED SURVEY CONTROL
 EH1095
 EH1095  NGVD 29 (11/26/84)   64.840  (m)          212.73   (f) ADJUSTED    1 2
 EH1095
 EH1095.Superseded values are not recommended for survey control.
 EH1095
 EH1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1095.See file dsdata.pdf to determine how the superseded data were derived.
 EH1095
 EH1095_MARKER: DR = REFERENCE MARK DISK
 EH1095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1095_STAMPING: BLUFF RM 1 BM 1916 1920
 EH1095_MARK LOGO: CGS
 EH1095_PROJECTION: PROJECTING 3 CENTIMETERS
 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 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 = MARCH 20, 2026 22:17:28 EDT
 EH1096 ***********************************************************************
 EH1096  DESIGNATION -  BLUFF RM 2
 EH1096  PID         -  EH1096
 EH1096  STATE/COUNTY-  AR/PRAIRIE
 EH1096  COUNTRY     -  US
 EH1096  USGS QUAD   -  DE VALLS BLUFF (2017)
 EH1096
 EH1096                         *CURRENT SURVEY CONTROL
 EH1096  ______________________________________________________________________
 EH1096* NAD 83(1986) POSITION- 34 47 17.39   (N) 091 28 13.42   (W)   HD_HELD1
 EH1096* NAVD 88 ORTHO HEIGHT -    60.231 (meters)      197.61  (feet) ADJUSTED
 EH1096  ______________________________________________________________________
 EH1096  GEOID HEIGHT    -        -26.945 (meters)                     GEOID18
 EH1096  DYNAMIC HEIGHT  -         60.175 (meters)      197.42  (feet) COMP
 EH1096  MODELED GRAVITY -    979,696.8   (mgal)                       NAVD 88
 EH1096
 EH1096  VERT ORDER      -  FIRST     CLASS II
 EH1096
 EH1096.The horizontal coordinates were determined by differentially corrected
 EH1096.hand held GPS observations or other comparable positioning techniques
 EH1096.and have an estimated accuracy of +/- 3 meters.
 EH1096
 EH1096.The orthometric height was determined by differential leveling and
 EH1096.adjusted by the NATIONAL GEODETIC SURVEY
 EH1096.in June 1991.
 EH1096
 EH1096.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1096.GEOID18 height accuracy estimate available here.
 EH1096
 EH1096.Click photographs - Photos may exist for this station.
 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     -   635,434.1     448,471.0     MT  (+/- 3 meters HH1 GPS) 
 EH1096
 EH1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU3994350617(NAD 83)
 EH1096
 EH1096                          SUPERSEDED SURVEY CONTROL
 EH1096
 EH1096  NGVD 29 (11/26/84)   60.235  (m)          197.62   (f) ADJUSTED    1 2
 EH1096
 EH1096.Superseded values are not recommended for survey control.
 EH1096
 EH1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1096.See file dsdata.pdf to determine how the superseded data were derived.
 EH1096
 EH1096_MARKER: DR = REFERENCE MARK DISK
 EH1096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1096_STAMPING: BLUFF RM NO 2 1916 1920
 EH1096_MARK LOGO: CGS
 EH1096_PROJECTION: FLUSH
 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 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 = MARCH 20, 2026 22:17:28 EDT
 EJ2026 ***********************************************************************
 EJ2026  DESIGNATION -  BLUFFTON
 EJ2026  PID         -  EJ2026
 EJ2026  STATE/COUNTY-  AR/YELL
 EJ2026  COUNTRY     -  US
 EJ2026  USGS QUAD   -  BLUFFTON (2017)
 EJ2026
 EJ2026                         *CURRENT SURVEY CONTROL
 EJ2026  ______________________________________________________________________
 EJ2026* NAD 83(1997) POSITION- 34 54 28.71707(N) 093 35 45.95622(W)   ADJUSTED
 EJ2026* NAVD 88 ORTHO HEIGHT -   132.45  (+/-2cm)      434.5   (feet) VERTCON3
 EJ2026  ______________________________________________________________________
 EJ2026  GEOID HEIGHT    -        -29.712 (meters)                     GEOID18
 EJ2026  LAPLACE CORR    -          2.97  (seconds)                    DEFLEC18
 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
 EJ2026.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ2026.GEOID18 height accuracy estimate available here.
 EJ2026
 EJ2026.The vertical order pertains to the NGVD 29 superseded value.
 EJ2026
 EJ2026.Click photographs - Photos may exist for this station.
 EJ2026
 EJ2026.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ2026
 EJ2026. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU4554363000(NAD 83)
 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(1993)-  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             132.39   (m)          434.3    (f) LEVELING    3  
 EJ2026
 EJ2026.Superseded values are not recommended for survey control.
 EJ2026
 EJ2026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2026.See file dsdata.pdf to determine how the superseded data were derived.
 EJ2026
 EJ2026_MARKER: DS = TRIANGULATION STATION DISK
 EJ2026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ2026_STAMPING: BLUFFTON 1956
 EJ2026_MARK LOGO: CGS
 EJ2026_PROJECTION: FLUSH
 EJ2026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ2026+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FE1828 ***********************************************************************
 FE1828  DESIGNATION -  BLYTHEVILLE
 FE1828  PID         -  FE1828
 FE1828  STATE/COUNTY-  AR/MISSISSIPPI
 FE1828  COUNTRY     -  US
 FE1828  USGS QUAD   -  BLYTHEVILLE (2017)
 FE1828
 FE1828                         *CURRENT SURVEY CONTROL
 FE1828  ______________________________________________________________________
 FE1828* NAD 83(1997) POSITION- 35 55 53.57105(N) 089 53 46.54180(W)   ADJUSTED
 FE1828* NAVD 88 ORTHO HEIGHT -    77.047 (meters)      252.78  (feet) ADJUSTED
 FE1828  ______________________________________________________________________
 FE1828  GEOID HEIGHT    -        -28.115 (meters)                     GEOID18
 FE1828  LAPLACE CORR    -          0.22  (seconds)                    DEFLEC18
 FE1828  DYNAMIC HEIGHT  -         76.982 (meters)      252.57  (feet) COMP
 FE1828  MODELED GRAVITY -    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 and
 FE1828.adjusted by the NATIONAL GEODETIC SURVEY
 FE1828.in June 1991.
 FE1828
 FE1828.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE1828.GEOID18 height accuracy estimate available here.
 FE1828
 FE1828.Click photographs - Photos may exist for this station.
 FE1828
 FE1828.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999232  x   0.99995425  =   0.99994657
 FE1828!SPC MO E     -   0.99999232  x   0.99996989  =   0.99996221
 FE1828!UTM  16      -   0.99999232  x   1.00044136  =   1.00043368
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3870680233(NAD 83)
 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(1995)-  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              77.04   (m)          252.8    (f) LEVELING    3  
 FE1828  NGVD 29 (11/26/84)   76.993  (m)          252.60   (f) ADJUSTED    1 2
 FE1828
 FE1828.Superseded values are not recommended for survey control.
 FE1828
 FE1828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1828.See file dsdata.pdf to determine how the superseded data were derived.
 FE1828
 FE1828_MARKER: DS = TRIANGULATION STATION DISK
 FE1828_SETTING: 7 = 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 = MARCH 20, 2026 22:17:28 EDT
 FE2721 ***********************************************************************
 FE2721  DESIGNATION -  BLYTHEVILLE AFB GCA BLDG SHAFT
 FE2721  PID         -  FE2721
 FE2721  STATE/COUNTY-  AR/MISSISSIPPI
 FE2721  COUNTRY     -  US
 FE2721  USGS QUAD   -  BLYTHEVILLE (2017)
 FE2721
 FE2721                         *CURRENT SURVEY CONTROL
 FE2721  ______________________________________________________________________
 FE2721* NAD 83(1997) POSITION- 35 57 54.14849(N) 089 56 44.78980(W)   ADJUSTED
 FE2721  ______________________________________________________________________
 FE2721  GEOID HEIGHT    -        -28.187 (meters)                     GEOID18
 FE2721  LAPLACE CORR    -         -0.07  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE2721.GEOID18 height accuracy estimate available here.
 FE2721
 FE2721.Click photographs - Photos may exist for this station.
 FE2721
 FE2721.The Laplace correction was computed from DEFLEC18 derived deflections.
 FE2721
 FE2721. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3435084083(NAD 83)
 FE2721
 FE2721                          SUPERSEDED SURVEY CONTROL
 FE2721
 FE2721  NAD 83(1995)-  35 57 54.15100(N)    089 56 44.79179(W) AD(       ) 3
 FE2721  NAD 83(1986)-  35 57 54.16158(N)    089 56 44.78968(W) AD(       ) 3
 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
 FE2721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2721.See file dsdata.pdf to determine how the superseded data were derived.
 FE2721
 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 = MARCH 20, 2026 22:17:28 EDT
 FE2722 ***********************************************************************
 FE2722  DESIGNATION -  BLYTHEVILLE AFB JET FUEL TANK
 FE2722  PID         -  FE2722
 FE2722  STATE/COUNTY-  AR/MISSISSIPPI
 FE2722  COUNTRY     -  US
 FE2722  USGS QUAD   -  BLYTHEVILLE (2017)
 FE2722
 FE2722                         *CURRENT SURVEY CONTROL
 FE2722  ______________________________________________________________________
 FE2722* NAD 83(1997) POSITION- 35 57 04.58249(N) 089 57 46.30412(W)   ADJUSTED
 FE2722  ______________________________________________________________________
 FE2722  GEOID HEIGHT    -        -28.158 (meters)                     GEOID18
 FE2722  LAPLACE CORR    -         -0.12  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE2722.GEOID18 height accuracy estimate available here.
 FE2722
 FE2722.Click photographs - Photos may exist for this station.
 FE2722
 FE2722.The Laplace correction was computed from DEFLEC18 derived deflections.
 FE2722
 FE2722. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3276282602(NAD 83)
 FE2722
 FE2722                          SUPERSEDED SURVEY CONTROL
 FE2722
 FE2722  NAD 83(1995)-  35 57 04.58522(N)    089 57 46.30623(W) AD(       ) 3
 FE2722  NAD 83(1986)-  35 57 04.59549(N)    089 57 46.30386(W) AD(       ) 3
 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
 FE2722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2722.See file dsdata.pdf to determine how the superseded data were derived.
 FE2722
 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 = MARCH 20, 2026 22:17:28 EDT
 FE2724 ***********************************************************************
 FE2724  DESIGNATION -  BLYTHEVILLE AFB TANK
 FE2724  PID         -  FE2724
 FE2724  STATE/COUNTY-  AR/MISSISSIPPI
 FE2724  COUNTRY     -  US
 FE2724  USGS QUAD   -  BLYTHEVILLE (2017)
 FE2724
 FE2724                         *CURRENT SURVEY CONTROL
 FE2724  ______________________________________________________________________
 FE2724* NAD 83(1997) POSITION- 35 57 44.24896(N) 089 57 33.32986(W)   ADJUSTED
 FE2724  ______________________________________________________________________
 FE2724  GEOID HEIGHT    -        -28.181 (meters)                     GEOID18
 FE2724  LAPLACE CORR    -         -0.11  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE2724.GEOID18 height accuracy estimate available here.
 FE2724
 FE2724.Click photographs - Photos may exist for this station.
 FE2724
 FE2724.The Laplace correction was computed from DEFLEC18 derived deflections.
 FE2724
 FE2724. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3312583815(NAD 83)
 FE2724
 FE2724                          SUPERSEDED SURVEY CONTROL
 FE2724
 FE2724  NAD 83(1995)-  35 57 44.25163(N)    089 57 33.33184(W) AD(       ) 3
 FE2724  NAD 83(1986)-  35 57 44.26197(N)    089 57 33.32966(W) AD(       ) 3
 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
 FE2724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2724.See file dsdata.pdf to determine how the superseded data were derived.
 FE2724
 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 = MARCH 20, 2026 22:17:28 EDT
 FE1827 ***********************************************************************
 FE1827  DESIGNATION -  BLYTHEVILLE AZ MK
 FE1827  PID         -  FE1827
 FE1827  STATE/COUNTY-  AR/MISSISSIPPI
 FE1827  COUNTRY     -  US
 FE1827  USGS QUAD   -  BLYTHEVILLE (2017)
 FE1827
 FE1827                         *CURRENT SURVEY CONTROL
 FE1827  ______________________________________________________________________
 FE1827* NAD 83(1986) POSITION- 35 55 38.     (N) 089 53 43.     (W)   SCALED
 FE1827* NAVD 88 ORTHO HEIGHT -    78.158 (meters)      256.42  (feet) ADJUSTED
 FE1827  ______________________________________________________________________
 FE1827  GEOID HEIGHT    -        -28.105 (meters)                     GEOID18
 FE1827  DYNAMIC HEIGHT  -         78.092 (meters)      256.21  (feet) COMP
 FE1827  MODELED GRAVITY -    979,790.8   (mgal)                       NAVD 88
 FE1827
 FE1827  VERT ORDER      -  FIRST     CLASS II
 FE1827
 FE1827.The horizontal coordinates were scaled from a map and have
 FE1827.an estimated accuracy of +/- 6 seconds.
 FE1827
 FE1827.The orthometric height was determined by differential leveling and
 FE1827.adjusted by the NATIONAL GEODETIC SURVEY
 FE1827.in June 1991.
 FE1827
 FE1827.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE1827.GEOID18 height accuracy estimate available here.
 FE1827
 FE1827.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE387797(NAD 83)
 FE1827
 FE1827                          SUPERSEDED SURVEY CONTROL
 FE1827
 FE1827  NGVD 29 (11/26/84)   78.103  (m)          256.24   (f) ADJUSTED    1 2
 FE1827
 FE1827.Superseded values are not recommended for survey control.
 FE1827
 FE1827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1827.See file dsdata.pdf to determine how the superseded data were derived.
 FE1827
 FE1827_MARKER: DZ = AZIMUTH MARK DISK
 FE1827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 MARK NOT FOUND   NGS
 FE1827
 FE1827                          STATION DESCRIPTION
 FE1827
 FE1827'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 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 = MARCH 20, 2026 22:17:28 EDT
 FE2727 ***********************************************************************
 FE2727  DESIGNATION -  BLYTHEVILLE COMPRESS TANK
 FE2727  PID         -  FE2727
 FE2727  STATE/COUNTY-  AR/MISSISSIPPI
 FE2727  COUNTRY     -  US
 FE2727  USGS QUAD   -  BLYTHEVILLE (2017)
 FE2727
 FE2727                         *CURRENT SURVEY CONTROL
 FE2727  ______________________________________________________________________
 FE2727* NAD 83(1997) POSITION- 35 56 08.89739(N) 089 54 26.35050(W)   ADJUSTED
 FE2727  ______________________________________________________________________
 FE2727  GEOID HEIGHT    -        -28.125 (meters)                     GEOID18
 FE2727  LAPLACE CORR    -          0.18  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE2727.GEOID18 height accuracy estimate available here.
 FE2727
 FE2727.Click photographs - Photos may exist for this station.
 FE2727
 FE2727.The Laplace correction was computed from DEFLEC18 derived deflections.
 FE2727
 FE2727. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3772280735(NAD 83)
 FE2727
 FE2727                          SUPERSEDED SURVEY CONTROL
 FE2727
 FE2727  NAD 83(1995)-  35 56 08.89962(N)    089 54 26.35289(W) AD(       ) 3
 FE2727  NAD 83(1986)-  35 56 08.91072(N)    089 54 26.35014(W) AD(       ) 3
 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
 FE2727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2727.See file dsdata.pdf to determine how the superseded data were derived.
 FE2727
 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 = MARCH 20, 2026 22:17:28 EDT
 FE1829 ***********************************************************************
 FE1829  DESIGNATION -  BLYTHEVILLE RM 1
 FE1829  PID         -  FE1829
 FE1829  STATE/COUNTY-  AR/MISSISSIPPI
 FE1829  COUNTRY     -  US
 FE1829  USGS QUAD   -  BLYTHEVILLE (2017)
 FE1829
 FE1829                         *CURRENT SURVEY CONTROL
 FE1829  ______________________________________________________________________
 FE1829* NAD 83(1986) POSITION- 35 55 52.95   (N) 089 53 47.22   (W)   HD_HELD1
 FE1829* NAVD 88 ORTHO HEIGHT -    77.054 (meters)      252.80  (feet) ADJUSTED
 FE1829  ______________________________________________________________________
 FE1829  GEOID HEIGHT    -        -28.114 (meters)                     GEOID18
 FE1829  DYNAMIC HEIGHT  -         76.989 (meters)      252.59  (feet) COMP
 FE1829  MODELED GRAVITY -    979,790.8   (mgal)                       NAVD 88
 FE1829
 FE1829  VERT ORDER      -  FIRST     CLASS II
 FE1829
 FE1829.The horizontal coordinates were determined by differentially corrected
 FE1829.hand held GPS observations or other comparable positioning techniques
 FE1829.and have an estimated accuracy of +/- 3 meters.
 FE1829
 FE1829.The orthometric height was determined by differential leveling and
 FE1829.adjusted by the NATIONAL GEODETIC SURVEY
 FE1829.in June 1991.
 FE1829
 FE1829.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE1829.GEOID18 height accuracy estimate available here.
 FE1829
 FE1829.Click photographs - Photos may exist for this station.
 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     -   179,318.9     589,804.9     MT  (+/- 3 meters HH1 GPS) 
 FE1829
 FE1829_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3868880214(NAD 83)
 FE1829
 FE1829                          SUPERSEDED SURVEY CONTROL
 FE1829
 FE1829  NGVD 29 (11/26/84)   77.000  (m)          252.62   (f) ADJUSTED    1 2
 FE1829
 FE1829.Superseded values are not recommended for survey control.
 FE1829
 FE1829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1829.See file dsdata.pdf to determine how the superseded data were derived.
 FE1829
 FE1829_MARKER: DR = REFERENCE MARK DISK
 FE1829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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, IN THE NORTHEAST PART OF TOWN, AT THE EAST END OF EAST
 FE1829'KENTUCKY AVENUE AND AT KENTUCKY AVENUE ENTRANCE TO WALKER PARK, 82
 FE1829'FEET SOUTH OF SOUTHWEST CORNER OF SOUTH GATE POST OF ENTRANCE TO PARK,
 FE1829'23 FEET WEST OF WEST EDGE OF A CONCRETE WALK LEADING TO SWIMMING POOL
 FE1829'DRESSING ROOMS, 29 FEET WEST-NORTHWEST OF NORTHWEST CORNER OF DRESSING
 FE1829'ROOM BUILDING, 4 1/2 FEET NORTH OF A POWER POLE WITH A TRANSFORMER,
 FE1829'137 FEET SOUTH OF RM NO. 2, 83.8 FEET SOUTHWEST OF THE STATION MARK
 FE1829'AND SET IN THE TOP 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.
 FE1829'
 FE1829'TO REACH THE STATION FROM THE COUNRY COURTHOUSE (WEST WALNUT AND NORTH
 FE1829'2 ND STREETS) IN THE CENTER OF BLYTHEVILLE.  GO NORTH ON NORTH 2 ND
 FE1829'STREET FOR 0.37 KM (0.20 MI) TO A CROSS STREET.  TURN RIGHT AND GO
 FE1829'EAST ON EAST KENTUCKY STREET FOR 0.72 KM (0.45 MI) TO THE WEST
 FE1829'ENTRANCE OF THE CITY PARK AND THE STATION ON THE RIGHT JUST EAST OF
 FE1829'THE ENTRANCE AND IN THE WEST EDGE OF THE LAWN OF THE SWIMMING POOL.
 FE1829'
 FE1829'THE STATION IS LOCATED 35.5 M (116.5 FT) SOUTH FROM THE CENTER OF THE
 FE1829'ENTRANCE ROAD, 25.7 M (84.3 FT) SOUTHWEST FROM BLYTHEVILLE 1955, 13.3
 FE1829'M (43.6 FT) NORTHWEST FROM THE NORTHWEST CORNER OF THE CONCRETE BLOCK
 FE1829'POOL BUILDING, 7.1 M (23.3 FT) WEST FROM THE WEST EDGE OF A SIDEWALK,
 FE1829'1.5 M (4.9 FT) NORTH FROM UTILITY POLE NUMBER 510 36 589 69-3 WITH TWO
 FE1829'TRANSFORMERS, 0.8 M (2.6 FT) EAST FROM A CHAIN LINK FENCE AND 0.6 M
 FE1829'(2.0 FT) EAST FROM A METAL WITNESS POST.
 FE1829'
 FE1829'THE STATION IS FLUSH WITH THE GROUND.  DESCRIBED BY E.J. HANSMANN.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FE1830 ***********************************************************************
 FE1830  DESIGNATION -  BLYTHEVILLE RM 2
 FE1830  PID         -  FE1830
 FE1830  STATE/COUNTY-  AR/MISSISSIPPI
 FE1830  COUNTRY     -  US
 FE1830  USGS QUAD   -  BLYTHEVILLE (2017)
 FE1830
 FE1830                         *CURRENT SURVEY CONTROL
 FE1830  ______________________________________________________________________
 FE1830* NAD 83(1986) POSITION- 35 55 54.29   (N) 089 53 46.94   (W)   HD_HELD1
 FE1830* NAVD 88 ORTHO HEIGHT -    77.065 (meters)      252.84  (feet) ADJUSTED
 FE1830  ______________________________________________________________________
 FE1830  GEOID HEIGHT    -        -28.115 (meters)                     GEOID18
 FE1830  DYNAMIC HEIGHT  -         77.000 (meters)      252.62  (feet) COMP
 FE1830  MODELED GRAVITY -    979,790.8   (mgal)                       NAVD 88
 FE1830
 FE1830  VERT ORDER      -  FIRST     CLASS II
 FE1830
 FE1830.The horizontal coordinates were determined by differentially corrected
 FE1830.hand held GPS observations or other comparable positioning techniques
 FE1830.and have an estimated accuracy of +/- 3 meters.
 FE1830
 FE1830.The orthometric height was determined by differential leveling and
 FE1830.adjusted by the NATIONAL GEODETIC SURVEY
 FE1830.in June 1991.
 FE1830
 FE1830.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE1830.GEOID18 height accuracy estimate available here.
 FE1830
 FE1830.Click photographs - Photos may exist for this station.
 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     -   179,360.4     589,811.0     MT  (+/- 3 meters HH1 GPS) 
 FE1830
 FE1830_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3869780255(NAD 83)
 FE1830
 FE1830                          SUPERSEDED SURVEY CONTROL
 FE1830
 FE1830  NGVD 29 (11/26/84)   77.011  (m)          252.66   (f) ADJUSTED    1 2
 FE1830
 FE1830.Superseded values are not recommended for survey control.
 FE1830
 FE1830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1830.See file dsdata.pdf to determine how the superseded data were derived.
 FE1830
 FE1830_MARKER: DR = REFERENCE MARK DISK
 FE1830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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, IN THE NORTHEAST PART OF TOWN, AT THE EAST END OF EAST
 FE1830'KENTUCKY AVENUE AND AT KENTUCKY AVENUE ENTRANCE TO WALKER PARK, 20
 FE1830'FEET NORTH OF CENTERLINE OF STREET, 24 FEET NORTHEAST OF NORTHEAST
 FE1830'CORNER OF POST IN CENTER OF ENTRANCE DRIVE, 23.8 FEET EAST OF A FIRE
 FE1830'HYDRANT, 79.8 FEET NORTHWEST OF STATION MARK, 137 FEET NORTH OF RM NO.
 FE1830'1, ABOUT 1/3 FOOT ABOVE LEVEL OF STREET AND SET IN THE TOP OF A
 FE1830'CONCRETE POST PROJECTING 1 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.
 FE1830'
 FE1830'TO REACH THE STATION FROM THE COUNRY COURTHOUSE (WEST WALNUT AND NORTH
 FE1830'2 ND STREETS) IN THE CENTER OF BLYTHEVILLE.  GO NORTH ON NORTH 2 ND
 FE1830'STREET FOR 0.37 KM (0.20 MI) TO A CROSS STREET.  TURN RIGHT AND GO
 FE1830'EAST ON EAST KENTUCKY STREET FOR 0.72 KM (0.45 MI) TO THE WEST
 FE1830'ENTRANCE OF THE CITY PARK AND THE STATION ON THE LEFT IN THE CENTER OF
 FE1830'THE EAST PART OF A CONCRETE SLAB OF A STORM DRAIN.
 FE1830'
 FE1830'THE STATION IS LOCATED 24.3 M (79.7 FT) NORTHWEST FROM BLYTHEVILLE
 FE1830'1955, 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, 3.7
 FE1830'M (12.1 FT) EAST-SOUTHEAST FROM A FIRE HYDRANT AND 3.5 M (11.5 FT)
 FE1830'SOUTH FROM THE SOUTHEAST CORNER OF THE EAST BRICK POST ON THE NORTH
 FE1830'SIDE OF THE ENTRANCE AND IS FLUSH WITH THE CONCRETE SLAB.  DESCRIBED
 FE1830'BY E.J. HANSMANN.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GE0237 ***********************************************************************
 GE0237  DESIGNATION -  BM
 GE0237  PID         -  GE0237
 GE0237  STATE/COUNTY-  AR/CLAY
 GE0237  COUNTRY     -  US
 GE0237  USGS QUAD   -  KNOBEL (2017)
 GE0237
 GE0237                         *CURRENT SURVEY CONTROL
 GE0237  ______________________________________________________________________
 GE0237* NAD 83(1986) POSITION- 36 21 50.     (N) 090 35 21.     (W)   SCALED
 GE0237* NAVD 88 ORTHO HEIGHT -    87.694 (meters)      287.71  (feet) ADJUSTED
 GE0237  ______________________________________________________________________
 GE0237  GEOID HEIGHT    -        -28.560 (meters)                     GEOID18
 GE0237  DYNAMIC HEIGHT  -         87.624 (meters)      287.48  (feet) COMP
 GE0237  MODELED GRAVITY -    979,828.9   (mgal)                       NAVD 88
 GE0237
 GE0237  VERT ORDER      -  FIRST     CLASS II
 GE0237
 GE0237.The horizontal coordinates were scaled from a map and have
 GE0237.an estimated accuracy of +/- 6 seconds.
 GE0237
 GE0237.The orthometric height was determined by differential leveling and
 GE0237.adjusted by the NATIONAL GEODETIC SURVEY
 GE0237.in June 1991.
 GE0237
 GE0237.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0237.GEOID18 height accuracy estimate available here.
 GE0237
 GE0237.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA162270(NAD 83)
 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
 GE0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0237.See file dsdata.pdf to determine how the superseded data were derived.
 GE0237
 GE0237_MARKER: DD = SURVEY DISK
 GE0237_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GE0237_SP_SET: PIER
 GE0237_MARK LOGO: USACE
 GE0237_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE0237
 GE0237  HISTORY     - Date     Condition        Report By
 GE0237  HISTORY     - UNK      MONUMENTED       USACE
 GE0237  HISTORY     - 1956     GOOD             CGS
 GE0237
 GE0237                          STATION DESCRIPTION
 GE0237
 GE0237'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 GE0266 ***********************************************************************
 GE0266  DESIGNATION -  BM
 GE0266  PID         -  GE0266
 GE0266  STATE/COUNTY-  AR/CLAY
 GE0266  COUNTRY     -  US
 GE0266  USGS QUAD   -  CORNING (2017)
 GE0266
 GE0266                         *CURRENT SURVEY CONTROL
 GE0266  ______________________________________________________________________
 GE0266* NAD 83(1986) POSITION- 36 24 07.     (N) 090 32 28.     (W)   SCALED
 GE0266* NAVD 88 ORTHO HEIGHT -    89.807 (meters)      294.64  (feet) ADJUSTED
 GE0266  ______________________________________________________________________
 GE0266  GEOID HEIGHT    -        -28.654 (meters)                     GEOID18
 GE0266  DYNAMIC HEIGHT  -         89.735 (meters)      294.41  (feet) COMP
 GE0266  MODELED GRAVITY -    979,828.2   (mgal)                       NAVD 88
 GE0266
 GE0266  VERT ORDER      -  FIRST     CLASS II
 GE0266
 GE0266.The horizontal coordinates were scaled from a map and have
 GE0266.an estimated accuracy of +/- 6 seconds.
 GE0266
 GE0266.The orthometric height was determined by differential leveling and
 GE0266.adjusted by the NATIONAL GEODETIC SURVEY
 GE0266.in June 1991.
 GE0266
 GE0266.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0266.GEOID18 height accuracy estimate available here.
 GE0266
 GE0266.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA205313(NAD 83)
 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
 GE0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0266.See file dsdata.pdf to determine how the superseded data were derived.
 GE0266
 GE0266_MARKER: DD = SURVEY DISK
 GE0266_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GE0266_SP_SET: PIER
 GE0266_MARK LOGO: USACE
 GE0266_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE0266
 GE0266  HISTORY     - Date     Condition        Report By
 GE0266  HISTORY     - UNK      MONUMENTED       USACE
 GE0266  HISTORY     - 1956     GOOD             CGS
 GE0266  HISTORY     - 20020917 MARK NOT FOUND   USACE
 GE0266
 GE0266                          STATION DESCRIPTION
 GE0266
 GE0266'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DL0274 ***********************************************************************
 DL0274  DESIGNATION -  BM
 DL0274  PID         -  DL0274
 DL0274  STATE/COUNTY-  AR/UNION
 DL0274  COUNTRY     -  US
 DL0274  USGS QUAD   -  CALION (2017)
 DL0274
 DL0274                         *CURRENT SURVEY CONTROL
 DL0274  ______________________________________________________________________
 DL0274* NAD 83(1986) POSITION- 33 19 45.     (N) 092 32 36.     (W)   SCALED
 DL0274* NAVD 88 ORTHO HEIGHT -    30.125 (meters)       98.84  (feet) ADJUSTED
 DL0274  ______________________________________________________________________
 DL0274  GEOID HEIGHT    -        -26.284 (meters)                     GEOID18
 DL0274  DYNAMIC HEIGHT  -         30.093 (meters)       98.73  (feet) COMP
 DL0274  MODELED GRAVITY -    979,578.5   (mgal)                       NAVD 88
 DL0274
 DL0274  VERT ORDER      -  SECOND    CLASS 0
 DL0274
 DL0274.The horizontal coordinates were scaled from a map and have
 DL0274.an estimated accuracy of +/- 6 seconds.
 DL0274
 DL0274.The orthometric height was determined by differential leveling and
 DL0274.adjusted by the NATIONAL GEODETIC SURVEY
 DL0274.in June 1991.
 DL0274
 DL0274.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0274.GEOID18 height accuracy estimate available here.
 DL0274
 DL0274.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS425878(NAD 83)
 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
 DL0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0274.See file dsdata.pdf to determine how the superseded data were derived.
 DL0274
 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             CGS
 DL0274  HISTORY     - 1964     GOOD             CGS
 DL0274
 DL0274                          STATION DESCRIPTION
 DL0274
 DL0274'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1964
 DL0274'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0673 ***********************************************************************
 EJ0673  DESIGNATION -  BM
 EJ0673  PID         -  EJ0673
 EJ0673  STATE/COUNTY-  AR/HOT SPRING
 EJ0673  COUNTRY     -  US
 EJ0673  USGS QUAD   -  DONALDSON (2017)
 EJ0673
 EJ0673                         *CURRENT SURVEY CONTROL
 EJ0673  ______________________________________________________________________
 EJ0673* NAD 83(1986) POSITION- 34 14 15.20   (N) 092 55 25.14   (W)   HD_HELD1
 EJ0673* NAVD 88 ORTHO HEIGHT -    69.985 (meters)      229.61  (feet) ADJUSTED
 EJ0673  ______________________________________________________________________
 EJ0673  GEOID HEIGHT    -        -26.645 (meters)                     GEOID18
 EJ0673  DYNAMIC HEIGHT  -         69.917 (meters)      229.39  (feet) COMP
 EJ0673  MODELED GRAVITY -    979,656.2   (mgal)                       NAVD 88
 EJ0673
 EJ0673  VERT ORDER      -  FIRST     CLASS II
 EJ0673
 EJ0673.The horizontal coordinates were determined by differentially corrected
 EJ0673.hand held GPS observations or other comparable positioning techniques
 EJ0673.and have an estimated accuracy of +/- 3 meters.
 EJ0673
 EJ0673.The orthometric height was determined by differential leveling and
 EJ0673.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0673.in June 1991.
 EJ0673
 EJ0673.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0673.GEOID18 height accuracy estimate available here.
 EJ0673
 EJ0673.Click photographs - Photos may exist for this station.
 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     -   574,615.3     314,914.6     MT  (+/- 3 meters HH1 GPS) 
 EJ0673
 EJ0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT0703188498(NAD 83)
 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
 EJ0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0673.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0673
 EJ0673_MARKER: P = PIPE CAP
 EJ0673_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EJ0673_MARK LOGO: USACE
 EJ0673_MAGNETIC: P = MARKER IS A STEEL PIPE
 EJ0673_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0673_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EJ0673+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2016
 EJ0673
 EJ0673  HISTORY     - Date     Condition        Report By
 EJ0673  HISTORY     - UNK      MONUMENTED       USACE
 EJ0673  HISTORY     - 1935     GOOD             CGS
 EJ0673  HISTORY     - 20160121 GOOD             ARHD
 EJ0673  HISTORY     - 20160613 GOOD             ARHD
 EJ0673
 EJ0673                          STATION DESCRIPTION
 EJ0673
 EJ0673'DESCRIBED BY COAST AND 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.
 EJ0673
 EJ0673                          STATION RECOVERY (2016)
 EJ0673
 EJ0673'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 EJ0673'23 FEET WEST OF A DIVISION STREET CENTERLINE AND
 EJ0673'1 FOOT NORTHWEST OF A POWERPOLE.
 EJ0673
 EJ0673                          STATION RECOVERY (2016)
 EJ0673
 EJ0673'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (BAB)
 EJ0673'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0200 ***********************************************************************
 EJ0200  DESIGNATION -  BM
 EJ0200  PID         -  EJ0200
 EJ0200  STATE/COUNTY-  AR/PULASKI
 EJ0200  COUNTRY     -  US
 EJ0200  USGS QUAD   -  NORTH LITTLE ROCK (2017)
 EJ0200
 EJ0200                         *CURRENT SURVEY CONTROL
 EJ0200  ______________________________________________________________________
 EJ0200* NAD 83(1986) POSITION- 34 45 14.     (N) 092 15 33.     (W)   SCALED
 EJ0200* NAVD 88 ORTHO HEIGHT -    78.891 (meters)      258.83  (feet) ADJUSTED
 EJ0200  ______________________________________________________________________
 EJ0200  GEOID HEIGHT    -        -26.666 (meters)                     GEOID18
 EJ0200  DYNAMIC HEIGHT  -         78.818 (meters)      258.59  (feet) COMP
 EJ0200  MODELED GRAVITY -    979,712.1   (mgal)                       NAVD 88
 EJ0200
 EJ0200  VERT ORDER      -  SECOND    CLASS 0
 EJ0200
 EJ0200.The horizontal coordinates were scaled from a map and have
 EJ0200.an estimated accuracy of +/- 6 seconds.
 EJ0200
 EJ0200.The orthometric height was determined by differential leveling and
 EJ0200.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0200.in June 1991.
 EJ0200
 EJ0200.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0200.GEOID18 height accuracy estimate available here.
 EJ0200
 EJ0200.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU678460(NAD 83)
 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
 EJ0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0200.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0200
 EJ0200_MARKER: B = BOLT
 EJ0200_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EJ0200_SP_SET: STEP
 EJ0200_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0200
 EJ0200  HISTORY     - Date     Condition        Report By
 EJ0200  HISTORY     - UNK      MONUMENTED       NONE
 EJ0200  HISTORY     - 1935     GOOD             CGS
 EJ0200  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 EJ0200  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0200  HISTORY     - 20140720 MARK NOT FOUND   GEOCAC
 EJ0200
 EJ0200                          STATION DESCRIPTION
 EJ0200
 EJ0200'DESCRIBED BY COAST AND 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.
 EJ0200
 EJ0200                          STATION RECOVERY (2014)
 EJ0200
 EJ0200'RECOVERY NOTE BY GEOCACHING 2014 (RCF)
 EJ0200'THE BUILDING HAS BEEN REMOVED.  STEPS WERE FOUND AT THE DESCRIBED
 EJ0200'LOCATION, BUT NOT THE BOLT.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK1144 ***********************************************************************
 DK1144  DESIGNATION -  BM
 DK1144  PID         -  DK1144
 DK1144  STATE/COUNTY-  AR/CHICOT
 DK1144  COUNTRY     -  US
 DK1144  USGS QUAD   -  READLAND (2017)
 DK1144
 DK1144                         *CURRENT SURVEY CONTROL
 DK1144  ______________________________________________________________________
 DK1144* NAD 83(1986) POSITION- 33 05 18.     (N) 091 10 52.     (W)   SCALED
 DK1144* NAVD 88 ORTHO HEIGHT -    38.275 (meters)      125.57  (feet) ADJUSTED
 DK1144  ______________________________________________________________________
 DK1144  GEOID HEIGHT    -        -26.156 (meters)                     GEOID18
 DK1144  DYNAMIC HEIGHT  -         38.234 (meters)      125.44  (feet) COMP
 DK1144  MODELED GRAVITY -    979,572.8   (mgal)                       NAVD 88
 DK1144
 DK1144  VERT ORDER      -  SECOND    CLASS 0
 DK1144
 DK1144.The horizontal coordinates were scaled from a map and have
 DK1144.an estimated accuracy of +/- 6 seconds.
 DK1144
 DK1144.The orthometric height was determined by differential leveling and
 DK1144.adjusted by the NATIONAL GEODETIC SURVEY
 DK1144.in June 1991.
 DK1144
 DK1144.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1144.GEOID18 height accuracy estimate available here.
 DK1144
 DK1144.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS697625(NAD 83)
 DK1144
 DK1144                          SUPERSEDED SURVEY CONTROL
 DK1144
 DK1144  NGVD 29 (11/26/84)   38.347  (m)          125.81   (f) ADJUSTED    2 0
 DK1144
 DK1144.Superseded values are not recommended for survey control.
 DK1144
 DK1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1144.See file dsdata.pdf to determine how the superseded data were derived.
 DK1144
 DK1144_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1144_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1144_STAMPING: USBM 1894
 DK1144_MARK LOGO: USACE
 DK1144_MAGNETIC: P = MARKER IS A STEEL PIPE
 DK1144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1144
 DK1144  HISTORY     - Date     Condition        Report By
 DK1144  HISTORY     - 1894     MONUMENTED       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 EK0226 ***********************************************************************
 EK0226  DESIGNATION -  BM
 EK0226  PID         -  EK0226
 EK0226  STATE/COUNTY-  AR/HOWARD
 EK0226  COUNTRY     -  US
 EK0226  USGS QUAD   -  BAKER SPRINGS (2017)
 EK0226
 EK0226                         *CURRENT SURVEY CONTROL
 EK0226  ______________________________________________________________________
 EK0226* NAD 83(1986) POSITION- 34 15 49.     (N) 094 11 35.     (W)   SCALED
 EK0226* NAVD 88 ORTHO HEIGHT -   159.054 (meters)      521.83  (feet) ADJUSTED
 EK0226  ______________________________________________________________________
 EK0226  GEOID HEIGHT    -        -28.449 (meters)                     GEOID18
 EK0226  DYNAMIC HEIGHT  -        158.891 (meters)      521.29  (feet) COMP
 EK0226  MODELED GRAVITY -    979,606.8   (mgal)                       NAVD 88
 EK0226
 EK0226  VERT ORDER      -  SECOND    CLASS 0
 EK0226
 EK0226.The horizontal coordinates were scaled from a map and have
 EK0226.an estimated accuracy of +/- 6 seconds.
 EK0226
 EK0226.The orthometric height was determined by differential leveling and
 EK0226.adjusted by the NATIONAL GEODETIC SURVEY
 EK0226.in June 1991.
 EK0226
 EK0226.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0226.GEOID18 height accuracy estimate available here.
 EK0226
 EK0226.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT901920(NAD 83)
 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
 EK0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0226.See file dsdata.pdf to determine how the superseded data were derived.
 EK0226
 EK0226_MARKER: P = PIPE CAP
 EK0226_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EK0226_MARK LOGO: USACE
 EK0226_MAGNETIC: P = MARKER IS A STEEL PIPE
 EK0226_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0226
 EK0226  HISTORY     - Date     Condition        Report By
 EK0226  HISTORY     - UNK      MONUMENTED       USACE
 EK0226  HISTORY     - 1935     GOOD             CGS
 EK0226  HISTORY     - 1961     MARK NOT FOUND   CGS
 EK0226
 EK0226                          STATION DESCRIPTION
 EK0226
 EK0226'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1961
 EK0226'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1286 ***********************************************************************
 EH1286  DESIGNATION -  BM
 EH1286  PID         -  EH1286
 EH1286  STATE/COUNTY-  AR/MONROE
 EH1286  COUNTRY     -  US
 EH1286  USGS QUAD   -  BRINKLEY (2017)
 EH1286
 EH1286                         *CURRENT SURVEY CONTROL
 EH1286  ______________________________________________________________________
 EH1286* NAD 83(1986) POSITION- 34 58 06.     (N) 091 12 08.     (W)   SCALED
 EH1286* NAVD 88 ORTHO HEIGHT -    55.68  (+/-2cm)      182.7   (feet) VERTCON3
 EH1286  ______________________________________________________________________
 EH1286  GEOID HEIGHT    -        -26.954 (meters)                     GEOID18
 EH1286  VERT ORDER      -  ? (See Below)
 EH1286
 EH1286.The horizontal coordinates were scaled from a 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
 EH1286.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1286.GEOID18 height accuracy estimate available here.
 EH1286
 EH1286.The vertical order pertains to the NGVD 29 superseded value.
 EH1286
 EH1286.Click photographs - Photos may exist for this station.
 EH1286
 EH1286;                    North         East    Units  Estimated Accuracy
 EH1286;SPC AR S     -   655,580.      472,860.      MT  (+/- 180 meters Scaled)
 EH1286
 EH1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU641710(NAD 83)
 EH1286
 EH1286                          SUPERSEDED SURVEY CONTROL
 EH1286
 EH1286  NGVD 29 (11/26/84)   55.674  (m)          182.66   (f) ADJUSTED       
 EH1286
 EH1286.Superseded values are not recommended for survey control.
 EH1286
 EH1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1286.See file dsdata.pdf to determine how the superseded data were derived.
 EH1286
 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     - 1935     MONUMENTED       CGS
 EH1286
 EH1286                          STATION DESCRIPTION
 EH1286
 EH1286'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 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 = MARCH 20, 2026 22:17:28 EDT
 EK0881 ***********************************************************************
 EK0881  DESIGNATION -  BM
 EK0881  PID         -  EK0881
 EK0881  STATE/COUNTY-  AR/POLK
 EK0881  COUNTRY     -  US
 EK0881  USGS QUAD   -  VANDERVOORT (2017)
 EK0881
 EK0881                         *CURRENT SURVEY CONTROL
 EK0881  ______________________________________________________________________
 EK0881* NAD 83(1997) POSITION- 34 29 11.38764(N) 094 21 47.37349(W)   ADJUSTED
 EK0881* NAVD 88 ORTHO HEIGHT -   318.18  (+/-2cm)     1043.9   (feet) VERTCON3
 EK0881  ______________________________________________________________________
 EK0881  GEOID HEIGHT    -        -30.080 (meters)                     GEOID18
 EK0881  LAPLACE CORR    -          5.10  (seconds)                    DEFLEC18
 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
 EK0881.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0881.GEOID18 height accuracy estimate available here.
 EK0881
 EK0881.The vertical order pertains to the NGVD 29 superseded value.
 EK0881
 EK0881.Click photographs - Photos may exist for this station.
 EK0881
 EK0881.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0881
 EK0881. The following values were computed from the NAD 83(1997) position.
 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     -   0.99995478  x   0.99994951  =   0.99990429
 EK0881!SPC OK S     -   0.99995478  x   0.99993739  =   0.99989217
 EK0881!UTM  15      -   0.99995478  x   0.99979311  =   0.99974790
 EK0881
 EK0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU7483316943(NAD 83)
 EK0881
 EK0881                          SUPERSEDED SURVEY CONTROL
 EK0881
 EK0881  NAD 83(1993)-  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             318.10   (m)         1043.6    (f) LEVELING    3  
 EK0881
 EK0881.Superseded values are not recommended for survey control.
 EK0881
 EK0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0881.See file dsdata.pdf to determine how the superseded data were derived.
 EK0881
 EK0881_MARKER: P = PIPE CAP
 EK0881_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EK0881_STAMPING: 1043 1908
 EK0881_MARK LOGO: USGS
 EK0881_MAGNETIC: P = MARKER IS A STEEL PIPE
 EK0881_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0881
 EK0881  HISTORY     - Date     Condition        Report By
 EK0881  HISTORY     - 1908     MONUMENTED       USGS
 EK0881  HISTORY     - 1952     GOOD             CGS
 EK0881  HISTORY     - 1961     GOOD             CGS
 EK0881
 EK0881                          STATION DESCRIPTION
 EK0881
 EK0881'DESCRIBED BY COAST AND GEODETIC 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 = MARCH 20, 2026 22:17:28 EDT
 DQ6426 ***********************************************************************
 DQ6426  DESIGNATION -  BM A
 DQ6426  PID         -  DQ6426
 DQ6426  STATE/COUNTY-  AR/PIKE
 DQ6426  COUNTRY     -  US
 DQ6426  USGS QUAD   -  GLENWOOD (2017)
 DQ6426
 DQ6426                         *CURRENT SURVEY CONTROL
 DQ6426  ______________________________________________________________________
 DQ6426* NAD 83(1986) POSITION- 34 19 17.44   (N) 093 33 12.11   (W)   HD_HELD1
 DQ6426* NAVD 88 ORTHO HEIGHT -   167.805 (meters)      550.54  (feet) ADJUSTED
 DQ6426  ______________________________________________________________________
 DQ6426  GEOID HEIGHT    -        -27.750 (meters)                     GEOID18
 DQ6426  DYNAMIC HEIGHT  -        167.635 (meters)      549.98  (feet) COMP
 DQ6426  MODELED GRAVITY -    979,617.4   (mgal)                       NAVD 88
 DQ6426
 DQ6426  VERT ORDER      -  SECOND    CLASS I
 DQ6426
 DQ6426.The horizontal coordinates were determined by differentially corrected
 DQ6426.hand held GPS observations or other comparable positioning techniques
 DQ6426.and have an estimated accuracy of +/- 3 meters.
 DQ6426
 DQ6426.The orthometric height was determined by differential leveling and
 DQ6426.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6426.in October 2017.
 DQ6426
 DQ6426.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6426.GEOID18 height accuracy estimate available here.
 DQ6426
 DQ6426.Click photographs - Photos may exist for this station.
 DQ6426
 DQ6426.The dynamic height is computed by dividing the NAVD 88
 DQ6426.geopotential number by the normal gravity value computed on the
 DQ6426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6426.degrees latitude (g = 980.6199 gals.).
 DQ6426
 DQ6426.The modeled gravity was interpolated from observed gravity values.
 DQ6426
 DQ6426;                    North         East    Units  Estimated Accuracy
 DQ6426;SPC AR S     -   584,628.3     257,051.1     MT  (+/- 3 meters HH1 GPS) 
 DQ6426
 DQ6426_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT4909197944(NAD 83)
 DQ6426
 DQ6426                          SUPERSEDED SURVEY CONTROL
 DQ6426
 DQ6426.No superseded survey control is available for this station.
 DQ6426
 DQ6426_MARKER: DD = SURVEY DISK
 DQ6426_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DQ6426_SP_SET: BRIDGE ABUTMENT
 DQ6426_STAMPING: BM A
 DQ6426_MARK LOGO: USACE
 DQ6426_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ6426_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6426_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6426+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2017
 DQ6426
 DQ6426  HISTORY     - Date     Condition        Report By
 DQ6426  HISTORY     - UNK      MONUMENTED       USACE
 DQ6426  HISTORY     - 20170913 GOOD             ARHD
 DQ6426
 DQ6426                          STATION DESCRIPTION
 DQ6426
 DQ6426'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2017 (JDH)
 DQ6426'THE STATION IS LOCATED ABOUT 6.6 MI (10.6 KM) SOUTHEAST OF CADDO GAP,
 DQ6426'6.6 MI (10.6 KM) NORTHWEST OF AMITY AND IN THE TOWN OF GLENWOOD, AR.
 DQ6426'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ6426'
 DQ6426'TO REACH FROM THE INTERSECTION OF US HIGHWAY 70 AND STATE HIGHWAY 8S,
 DQ6426'GO EAST ON HIGHWAY 70 FOR 0.1 MI (0.2 KM) TO THE STATION ON THE LEFT
 DQ6426'ON THE CADDO RIVER BRIDGE ABUTMENT.
 DQ6426'
 DQ6426'IT IS IN THE NORTHWEST BRIDGE ABUTMENT, 18 FT (5.5 M) NORTH OF HIGHWAY
 DQ6426'70 CENTERLINE AND 3 FT (0.9 M) NORTH OF THE GUARDRAIL.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO4675 ***********************************************************************
 DO4675  DESIGNATION -  BM B
 DO4675  PID         -  DO4675
 DO4675  STATE/COUNTY-  AR/CLEBURNE
 DO4675  COUNTRY     -  US
 DO4675  USGS QUAD   -  GREERS FERRY DAM (2017)
 DO4675
 DO4675                         *CURRENT SURVEY CONTROL
 DO4675  ______________________________________________________________________
 DO4675* NAD 83(1986) POSITION- 35 31 12.83   (N) 091 59 31.91   (W)   HD_HELD1
 DO4675* NAVD 88 ORTHO HEIGHT -   153.598 (meters)      503.93  (feet) ADJUSTED
 DO4675  ______________________________________________________________________
 DO4675  GEOID HEIGHT    -        -27.474 (meters)                     GEOID18
 DO4675  DYNAMIC HEIGHT  -        153.461 (meters)      503.48  (feet) COMP
 DO4675  MODELED GRAVITY -    979,736.8   (mgal)                       NAVD 88
 DO4675
 DO4675  VERT ORDER      -  SECOND    CLASS I
 DO4675
 DO4675.The horizontal coordinates were determined by differentially corrected
 DO4675.hand held GPS observations or other comparable positioning techniques
 DO4675.and have an estimated accuracy of +/- 3 meters.
 DO4675
 DO4675.The orthometric height was determined by differential leveling and
 DO4675.adjusted by the NATIONAL GEODETIC SURVEY
 DO4675.in February 2013.
 DO4675
 DO4675.No vertical observational check was made to the station.
 DO4675
 DO4675.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO4675.GEOID18 height accuracy estimate available here.
 DO4675
 DO4675.Click photographs - Photos may exist for this station.
 DO4675
 DO4675.The dynamic height is computed by dividing the NAVD 88
 DO4675.geopotential number by the normal gravity value computed on the
 DO4675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO4675.degrees latitude (g = 980.6199 gals.).
 DO4675
 DO4675.The modeled gravity was interpolated from observed gravity values.
 DO4675
 DO4675;                    North         East    Units  Estimated Accuracy
 DO4675;SPC AR N     -   131,676.0     400,707.7     MT  (+/- 3 meters HH1 GPS) 
 DO4675
 DO4675_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV9137931204(NAD 83)
 DO4675
 DO4675                          SUPERSEDED SURVEY CONTROL
 DO4675
 DO4675.No superseded survey control is available for this station.
 DO4675
 DO4675_MARKER: DD = SURVEY DISK
 DO4675_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 DO4675_SP_SET: DAM WALKWAY
 DO4675_STAMPING: BM B
 DO4675_MARK LOGO: USACE
 DO4675_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DO4675+STABILITY: POSITION/ELEVATION WELL
 DO4675_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO4675+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2024
 DO4675
 DO4675  HISTORY     - Date     Condition        Report By
 DO4675  HISTORY     - UNK      MONUMENTED       USACE
 DO4675  HISTORY     - 20121217 GOOD             CONSOL
 DO4675  HISTORY     - 20241017 GOOD             USGS
 DO4675
 DO4675                          STATION DESCRIPTION
 DO4675
 DO4675'DESCRIBED BY CONSOLIDATED LAND SERVICE 2012 (DDB)
 DO4675'THE STATION IS LOCATED ABOUT 11.1 MI (17.9 KM) SOUTHEAST OF GREERS
 DO4675'FERRY, 3.0 MI (4.8 KM) NORTHEAST OF HEBER SPRINGS AND 2.1 MI (3.4 KM)
 DO4675'SOUTHWEST OF TUMBLING SHOALS NEAR THE EAST END OF GREERS FERRY LAKE
 DO4675'DAM.
 DO4675'
 DO4675'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 25 (BYPASS
 DO4675'ROAD) AND 25B (HEBER SPRINGS ROAD) ABOUT 2.5 MI (4.0 KM) NORTHEAST OF
 DO4675'HEBER SPRINGS, GO EAST ON HIGHWAY 25 FOR 0.6 MI (1.0 KM) TO THE
 DO4675'STATION ON THE RIGHT.
 DO4675'
 DO4675'THE BENCH MARK IS SET IN THE TOP OF A CONCRETE WALKWAY ON THE SOUTH
 DO4675'SIDE (RIVER SIDE) OF GREERS FERRY DAM.
 DO4675'
 DO4675'IT IS 15.0 FT (4.6 M) SOUTH OF THE CENTERLINE OF STATE HIGHWAY 25, 1.8
 DO4675'FT (0.5 M) WEST OF THE EAST END OF CONCRETE WALKWAY, APPROXIMATELY 0.5
 DO4675'FT (15 CM) HIGHER THAN THE HIGHWAY.
 DO4675'
 DO4675'NOTE-THE 2 LETTERS FOR BENCH MARK (BM) WERE ADDED TO THE DISK AT THE
 DO4675'REQUEST OF USACE.
 DO4675
 DO4675                          STATION RECOVERY (2024)
 DO4675
 DO4675'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2024 (BR)
 DO4675'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO4672 ***********************************************************************
 DO4672  DESIGNATION -  BM C
 DO4672  PID         -  DO4672
 DO4672  STATE/COUNTY-  AR/CLEBURNE
 DO4672  COUNTRY     -  US
 DO4672  USGS QUAD   -  GREERS FERRY DAM (2017)
 DO4672
 DO4672                         *CURRENT SURVEY CONTROL
 DO4672  ______________________________________________________________________
 DO4672* NAD 83(1986) POSITION- 35 31 22.02   (N) 091 59 49.07   (W)   HD_HELD1
 DO4672* NAVD 88 ORTHO HEIGHT -   153.592 (meters)      503.91  (feet) ADJUSTED
 DO4672  ______________________________________________________________________
 DO4672  GEOID HEIGHT    -        -27.476 (meters)                     GEOID18
 DO4672  DYNAMIC HEIGHT  -        153.456 (meters)      503.46  (feet) COMP
 DO4672  MODELED GRAVITY -    979,740.9   (mgal)                       NAVD 88
 DO4672
 DO4672  VERT ORDER      -  SECOND    CLASS I
 DO4672
 DO4672.The horizontal coordinates were determined by differentially corrected
 DO4672.hand held GPS observations or other comparable positioning techniques
 DO4672.and have an estimated accuracy of +/- 3 meters.
 DO4672
 DO4672.The orthometric height was determined by differential leveling and
 DO4672.adjusted by the NATIONAL GEODETIC SURVEY
 DO4672.in February 2013.
 DO4672
 DO4672.No vertical observational check was made to the station.
 DO4672
 DO4672.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO4672.GEOID18 height accuracy estimate available here.
 DO4672
 DO4672.Click photographs - Photos may exist for this station.
 DO4672
 DO4672.The dynamic height is computed by dividing the NAVD 88
 DO4672.geopotential number by the normal gravity value computed on the
 DO4672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO4672.degrees latitude (g = 980.6199 gals.).
 DO4672
 DO4672.The modeled gravity was interpolated from observed gravity values.
 DO4672
 DO4672;                    North         East    Units  Estimated Accuracy
 DO4672;SPC AR N     -   131,959.2     400,275.4     MT  (+/- 3 meters HH1 GPS) 
 DO4672
 DO4672_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV9094431482(NAD 83)
 DO4672
 DO4672                          SUPERSEDED SURVEY CONTROL
 DO4672
 DO4672.No superseded survey control is available for this station.
 DO4672
 DO4672_MARKER: DD = SURVEY DISK
 DO4672_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 DO4672_SP_SET: DAM WALKWAY
 DO4672_STAMPING: BM C
 DO4672_MARK LOGO: USACE
 DO4672_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DO4672+STABILITY: POSITION/ELEVATION WELL
 DO4672_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO4672+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2012
 DO4672
 DO4672  HISTORY     - Date     Condition        Report By
 DO4672  HISTORY     - UNK      MONUMENTED       USACE
 DO4672  HISTORY     - 20121213 GOOD             CONSOL
 DO4672
 DO4672                          STATION DESCRIPTION
 DO4672
 DO4672'DESCRIBED BY CONSOLIDATED LAND SERVICE 2012 (DDB)
 DO4672'THE STATION IS LOCATED ABOUT 10.9 MI (17.5 KM) SOUTHEAST OF GREERS
 DO4672'FERRY, 2.9 MI (4.7 KM) NORTHEAST OF HEBER SPRINGS AND 2.1 MI (3.4 KM)
 DO4672'SOUTHWEST OF TUMBLING SHOALS NEAR THE WEST END OF GREERS FERRY LAKE
 DO4672'DAM.
 DO4672'
 DO4672'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 25 (BYPASS
 DO4672'ROAD) AND 25B (HEBER SPRINGS ROAD) ABOUT 2.5 MI (4.0 KM) NORTHEAST OF
 DO4672'HEBER SPRINGS, GO EAST ON HIGHWAY 25 FOR 0.3 MI (0.5 KM) TO THE
 DO4672'STATION ON THE RIGHT.
 DO4672'
 DO4672'THE BENCH MARK IS SET IN THE TOP OF A CONCRETE WALKWAY ON THE SOUTH
 DO4672'SIDE (RIVER SIDE) OF GREERS FERRY DAM.
 DO4672'
 DO4672'IT IS 14.5 FT (4.4 M) SOUTH OF THE CENTERLINE OF STATE HIGHWAY 25,
 DO4672'1.85 FT (0.6 M) EAST OF THE WEST END OF CONCRETE WALKWAY,
 DO4672'APPROXIMATELY 0.5 FT (15 CM) HIGHER THAN THE HIGHWAY.
 DO4672'
 DO4672'NOTE-THE 2 LETTERS FOR BENCH MARK (BM) WERE ADDED TO THE DISK AT THE
 DO4672'REQUEST OF USACE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EK0823 ***********************************************************************
 EK0823  DESIGNATION -  BOARD CAMP
 EK0823  PID         -  EK0823
 EK0823  STATE/COUNTY-  AR/POLK
 EK0823  COUNTRY     -  US
 EK0823  USGS QUAD   -  BOARD CAMP (2017)
 EK0823
 EK0823                         *CURRENT SURVEY CONTROL
 EK0823  ______________________________________________________________________
 EK0823* NAD 83(1997) POSITION- 34 32 02.11830(N) 094 05 20.21541(W)   ADJUSTED
 EK0823* NAVD 88 ORTHO HEIGHT -   318.    (meters)     1043.    (feet) SCALED
 EK0823  ______________________________________________________________________
 EK0823  GEOID HEIGHT    -        -29.511 (meters)                     GEOID18
 EK0823  LAPLACE CORR    -          4.16  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0823.GEOID18 height accuracy estimate available here.
 EK0823
 EK0823.Click photographs - Photos may exist for this station.
 EK0823
 EK0823.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0823
 EK0823. The following values were computed from the NAD 83(1997) position.
 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  =   0.99991108
 EK0823!UTM  15      -   0.99995470  x   0.99972309  =   0.99967781
 EK0823
 EK0823:                Primary Azimuth Mark                     Grid Az
 EK0823:SPC AR S     -  EAGLE MTN LOOKOUT TOWER                  210 30 20.0
 EK0823:UTM  15      -  EAGLE MTN LOOKOUT TOWER                  209 57 13.5
 EK0823
 EK0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU0006921897(NAD 83)
 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(1993)-  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
 EK0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0823.See file dsdata.pdf to determine how the superseded data were derived.
 EK0823
 EK0823_MARKER: DS = TRIANGULATION STATION DISK
 EK0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0823_STAMPING: BOARD CAMP 1952
 EK0823_MARK LOGO: CGS
 EK0823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0823+STABILITY: SURFACE MOTION
 EK0823_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EK0823+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2008
 EK0823
 EK0823  HISTORY     - Date     Condition        Report By
 EK0823  HISTORY     - 1952     MONUMENTED       CGS
 EK0823  HISTORY     - 1961     GOOD             CGS
 EK0823  HISTORY     - 1972     GOOD             LOCENG
 EK0823  HISTORY     - 20080814 GOOD             GEOCAC
 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.
 EK0823
 EK0823                          STATION RECOVERY (2008)
 EK0823
 EK0823'RECOVERY NOTE BY GEOCACHING 2008 (CA)
 EK0823'RECENT LOGGING ACTIVITY HAS PLACED A LARGE AMOUNT OF DEBRIS NEAR THE
 EK0823'STATION. RM1 AND RM 2 NOT RECOVERED. COORDINATES FOR STATION ARE GOOD.
 EK0823'
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0808 ***********************************************************************
 GF0808  DESIGNATION -  BOAT
 GF0808  PID         -  GF0808
 GF0808  STATE/COUNTY-  AR/NEWTON
 GF0808  COUNTRY     -  US
 GF0808  USGS QUAD   -  HASTY (2017)
 GF0808
 GF0808                         *CURRENT SURVEY CONTROL
 GF0808  ______________________________________________________________________
 GF0808* NAD 83(1997) POSITION- 36 06 41.76496(N) 093 01 54.83118(W)   ADJUSTED
 GF0808* NAVD 88 ORTHO HEIGHT -   675.    (meters)     2215.    (feet) SCALED
 GF0808  ______________________________________________________________________
 GF0808  GEOID HEIGHT    -        -28.246 (meters)                     GEOID18
 GF0808  LAPLACE CORR    -         -1.55  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0808.GEOID18 height accuracy estimate available here.
 GF0808
 GF0808.Click photographs - Photos may exist for this station.
 GF0808
 GF0808.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0808
 GF0808. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 GF0808:SPC AR N     -  MOUNT JUDEA                              183 14 15.2
 GF0808:UTM  15      -  MOUNT JUDEA                              182 39 21.2
 GF0808
 GF0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV9712996327(NAD 83)
 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
 GF0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0808.See file dsdata.pdf to determine how the superseded data were derived.
 GF0808
 GF0808_MARKER: DS = TRIANGULATION STATION DISK
 GF0808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0808_STAMPING: BOAT 1928
 GF0808_MARK LOGO: CGS
 GF0808_PROJECTION: RECESSED 5 CENTIMETERS
 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 NOT SUITABLE FOR
 GF0808+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2010
 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  HISTORY     - 20100324 GOOD             INDIV
 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.
 GF0808
 GF0808                          STATION RECOVERY (2010)
 GF0808
 GF0808'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (ESI)
 GF0808'STATION MARK, REFERENCE MARKS NO 1, NO 2 AND NO 3 WERE RECOVERED
 GF0808'ALL OF THESE MARKS WERE FOUND TO BE IN GOOD CONDITION.
 GF0808'
 GF0808'STATION MARK IS IN THE CENTER OF THE OLD FIRE TOWER APPROX 1' BELOW
 GF0808'NATURAL GROUND. REFERENCE MARKS  NO 1, NO 2 AND NO 3 FOUND FLUSH WITH
 GF0808'NATURAL GROUND.
 GF0808'HOUSE NO LONGER EXIST THAT IS DESCRIBED WHEN SET.
 GF0808'
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0809 ***********************************************************************
 GF0809  DESIGNATION -  BOAT RM 3
 GF0809  PID         -  GF0809
 GF0809  STATE/COUNTY-  AR/NEWTON
 GF0809  COUNTRY     -  US
 GF0809  USGS QUAD   -  HASTY (2017)
 GF0809
 GF0809                         *CURRENT SURVEY CONTROL
 GF0809  ______________________________________________________________________
 GF0809* NAD 83(1997) POSITION- 36 06 41.61721(N) 093 01 54.29888(W)   ADJUSTED
 GF0809* NAVD 88 ORTHO HEIGHT -   675.    (meters)     2215.    (feet) SCALED
 GF0809  ______________________________________________________________________
 GF0809  GEOID HEIGHT    -        -28.246 (meters)                     GEOID18
 GF0809  LAPLACE CORR    -         -1.57  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0809.GEOID18 height accuracy estimate available here.
 GF0809
 GF0809.Click photographs - Photos may exist for this station.
 GF0809
 GF0809.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0809
 GF0809. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV9714296322(NAD 83)
 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
 GF0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0809.See file dsdata.pdf to determine how the superseded data were derived.
 GF0809
 GF0809_MARKER: DR = REFERENCE MARK DISK
 GF0809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0809_STAMPING: BOAT NO 3 1928
 GF0809_MARK LOGO: CGS
 GF0809_PROJECTION: FLUSH
 GF0809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0809+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DQ2334 ***********************************************************************
 DQ2334  DESIGNATION -  BOB OBERLE
 DQ2334  PID         -  DQ2334
 DQ2334  STATE/COUNTY-  AR/PULASKI
 DQ2334  COUNTRY     -  US
 DQ2334  USGS QUAD   -  NORTH LITTLE ROCK (2017)
 DQ2334
 DQ2334                         *CURRENT SURVEY CONTROL
 DQ2334  ______________________________________________________________________
 DQ2334* NAD 83(1986) POSITION- 34 48 01.24   (N) 092 21 18.74   (W)   HD_HELD1
 DQ2334* NAVD 88 ORTHO HEIGHT -    76.683 (meters)      251.58  (feet) ADJUSTED
 DQ2334  ______________________________________________________________________
 DQ2334  GEOID HEIGHT    -        -26.863 (meters)                     GEOID18
 DQ2334  DYNAMIC HEIGHT  -         76.612 (meters)      251.35  (feet) COMP
 DQ2334  MODELED GRAVITY -    979,707.6   (mgal)                       NAVD 88
 DQ2334
 DQ2334  VERT ORDER      -  FIRST     CLASS II
 DQ2334
 DQ2334.The horizontal coordinates were determined by differentially corrected
 DQ2334.hand held GPS observations or other comparable positioning techniques
 DQ2334.and have an estimated accuracy of +/- 3 meters.
 DQ2334
 DQ2334.The orthometric height was determined by differential leveling and
 DQ2334.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2334.in June 2016.
 DQ2334
 DQ2334.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2334.GEOID18 height accuracy estimate available here.
 DQ2334
 DQ2334.Click photographs - Photos may exist for this station.
 DQ2334
 DQ2334.The dynamic height is computed by dividing the NAVD 88
 DQ2334.geopotential number by the normal gravity value computed on the
 DQ2334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2334.degrees latitude (g = 980.6199 gals.).
 DQ2334
 DQ2334.The modeled gravity was interpolated from observed gravity values.
 DQ2334
 DQ2334;                    North         East    Units  Estimated Accuracy
 DQ2334;SPC AR S     -   636,716.4     367,495.2     MT  (+/- 3 meters HH1 GPS) 
 DQ2334
 DQ2334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5898151091(NAD 83)
 DQ2334
 DQ2334                          SUPERSEDED SURVEY CONTROL
 DQ2334
 DQ2334.No superseded survey control is available for this station.
 DQ2334
 DQ2334_MARKER: DD = SURVEY DISK
 DQ2334_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DQ2334_SP_SET: DAM RETAINING WALL
 DQ2334_STAMPING: BOB OBERLE 2016
 DQ2334_MARK LOGO: USACE
 DQ2334_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ2334_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2334_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2334+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2016
 DQ2334
 DQ2334  HISTORY     - Date     Condition        Report By
 DQ2334  HISTORY     - 20160505 MONUMENTED       USACE
 DQ2334
 DQ2334                          STATION DESCRIPTION
 DQ2334
 DQ2334'DESCRIBED BY US ARMY CORPS OF ENGINEERS 2016 (SCC)
 DQ2334'THE STATION IS LOCATED ABOUT 8.2 MI (13.2 KM) EAST-SOUTHEAST OF
 DQ2334'PINNACLE, 5.4 MI (8.7 KM) WEST-NORTHWEST OF NORTH LITTLE ROCK AND 5.2
 DQ2334'MI (8.4 KM) NORTHWEST OF LITTLE ROCK.
 DQ2334'
 DQ2334'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 51 (CRYSTAL HILLS
 DQ2334'ROAD)AND NORTHSHORE DRIVE PROCEED SOUTH 0.12 KM (0.07 MI) TO THE
 DQ2334'INTERSECTION WITH COOKS LANDING ROAD.  TURN RIGHT AND PROCEED
 DQ2334'SOUTHERLY ON ROAD FOR 1 KM (0.6 MI) TO THE STATION ON THE RIGHT.
 DQ2334'
 DQ2334'IS 9.8 M (32.2 FT) NORTHEAST OF A METAL WITNESS POST AND SIGN, 4.8 M
 DQ2334'(15.7 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A COVERED PICNIC BENCH,
 DQ2334'3.4 M (11.2 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A COVERED PICNIC
 DQ2334'BENCH.
 DQ2334'
 DQ2334'MONUMENT IS LOCATED IN THE APPROXIMATELY CENTER OF A 4 FT (1.2 M) WIDE
 DQ2334'BURIED DAM RETAINING WALL.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH2814 ***********************************************************************
 EH2814  DESIGNATION -  BOBO RESET
 EH2814  PID         -  EH2814
 EH2814  STATE/COUNTY-  AR/PHILLIPS
 EH2814  COUNTRY     -  US
 EH2814  USGS QUAD   -  LAKEVIEW (2017)
 EH2814
 EH2814                         *CURRENT SURVEY CONTROL
 EH2814  ______________________________________________________________________
 EH2814* NAD 83(1997) POSITION- 34 28 41.37891(N) 090 45 05.93233(W)   ADJUSTED
 EH2814* NAVD 88 ORTHO HEIGHT -    52.    (meters)      171.    (feet) SCALED
 EH2814  ______________________________________________________________________
 EH2814  GEOID HEIGHT    -        -27.018 (meters)                     GEOID18
 EH2814  LAPLACE CORR    -         -0.14  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2814.GEOID18 height accuracy estimate available here.
 EH2814
 EH2814.Click photographs - Photos may exist for this station.
 EH2814
 EH2814.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2814
 EH2814. The following values were computed from the NAD 83(1997) position.
 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     -  BOBO AZ MK                               161 05 56.7
 EH2814:SPC MS W     -  BOBO AZ MK                               162 02 04.5
 EH2814:UTM  15      -  BOBO AZ MK                               160 31 28.4
 EH2814
 EH2814_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU0647917469(NAD 83)
 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 0793403.7 |
 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(1993)-  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
 EH2814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2814.See file dsdata.pdf to determine how the superseded data were derived.
 EH2814
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1318 ***********************************************************************
 DL1318  DESIGNATION -  BOLDING RESET
 DL1318  PID         -  DL1318
 DL1318  STATE/COUNTY-  AR/UNION
 DL1318  COUNTRY     -  US
 DL1318  USGS QUAD   -  HUTTIG (2017)
 DL1318
 DL1318                         *CURRENT SURVEY CONTROL
 DL1318  ______________________________________________________________________
 DL1318* NAD 83(1997) POSITION- 33 03 34.68469(N) 092 13 00.36511(W)   ADJUSTED
 DL1318* NAVD 88 ORTHO HEIGHT -    49.    (meters)      161.    (feet) SCALED
 DL1318  ______________________________________________________________________
 DL1318  GEOID HEIGHT    -        -26.106 (meters)                     GEOID18
 DL1318  LAPLACE CORR    -          0.51  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1318.GEOID18 height accuracy estimate available here.
 DL1318
 DL1318.Click photographs - Photos may exist for this station.
 DL1318
 DL1318.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1318
 DL1318. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999641  x   1.00006197  =   1.00005838
 DL1318!SPC LA N     -   0.99999641  x   1.00011325  =   1.00010966
 DL1318!UTM  15      -   0.99999641  x   0.99966592  =   0.99966234
 DL1318
 DL1318:                Primary Azimuth Mark                     Grid Az
 DL1318:SPC AR S     -  SADIE                                    205 36 31.0
 DL1318:SPC LA N     -  SADIE                                    205 20 15.1
 DL1318:UTM  15      -  SADIE                                    205 03 36.0
 DL1318
 DL1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS7311758170(NAD 83)
 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(1992)-  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
 DL1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1318.See file dsdata.pdf to determine how the superseded data were derived.
 DL1318
 DL1318_MARKER: DS = TRIANGULATION STATION DISK
 DL1318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1318_STAMPING: BOLDING 1952 1964
 DL1318_MARK LOGO: CGS
 DL1318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1318+STABILITY: SURFACE MOTION
 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, T19S, R10W, ABOUT 9 MILES SOUTHEAST OF
 DL1318'STRONG, 2.5 MILES NORTHWEST OF HUTTIG, 2 MILES SOUTH-SOUTHEAST OF THE
 DL1318'SMALL SETTLEMENT OF BOLDING, 0.7 MILE SOUTH OF THE HUTTIG LOOKOUT
 DL1318'TOWER, 0.05 MILE WEST OF STATE HIGHWAY 129, 62 FEET NORTH OF THE
 DL1318'CENTER OF A TRACK ROAD, 21 FEET SOUTHWEST OF A 14-INCH PINE TREE AND 7
 DL1318'FEET SOUTHWEST OF A WHITE 4 IN X 4 IN WITNESS POST.
 DL1318'
 DL1318'TO REACH THE STATION FROM THE RAILROAD STATION IN HUTTIG, GO NORTH AND
 DL1318'WEST ON STATE HIGHWAY 129 FOR 2.3 MILES TO A RAILROAD TRACK, CROSS
 DL1318'TRACK AND CONTINUE WESTERLY ON THE HIGHWAY FOR 0.6 MILE TO A TRACK
 DL1318'ROAD ON THE LEFT, TURN SHARP LEFT ON THE TRACK ROAD AND GO FOR 0.05
 DL1318'MILE TO THE STATION AS DESCRIBED.
 DL1318'
 DL1318'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED BOLDING
 DL1318'1952.
 DL1318'
 DL1318'REFERENCE MARK NO. 1 IS 12 FEET EAST OF A 24-INCH PINE TREE.  IT
 DL1318'PROJECTS 5 INCHES AND THE DISK IS STAMPED BOLDING NO 1 1952.
 DL1318'
 DL1318'REFERENCE MARK NO. 2 IS 7 FEET SOUTH OF THE CENTER OF THE TRACK ROAD.
 DL1318'IT PROJECTS 6 INCHES AND THE DISK IS STAMPED BOLDING NO 2 1952.
 DL1318'
 DL1318'NO SUITABLE LOCATION COULD BE FOUND TO ESTABLISH AN AZIMUTH MARK.
 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 TO
 DL1318'BE SLIGHTLY TILTED AND R.M. NO. 2 HAD BEEN PUSHED OVER.  THE SURFACE
 DL1318'STATION MARK WAS RESET BY PLUMBING OVER THE UNDERGROUND MARK AND R.M.
 DL1318'NO. 2 WAS RESET AND RESTAMPED NO. 3.
 DL1318'
 DL1318'THE STATION WAS RECOVERED IN SEC. 14, T19S, R11W, IN A SMALL CLEARING,
 DL1318'ABOUT 100 FEET WEST OF INTERSECTION OF WOODS ROADS, ABOUT 64 FEET
 DL1318'NORTHWEST OF THE CENTERLINE OF A WOODS ROAD AND 1.3 FEET NORTHEAST OF
 DL1318'A METAL WITNESS POST.  IT PROJECTS ABOUT 2 INCHES AND THE DISK IS
 DL1318'STAMPED BOLDING 1952 1964.
 DL1318'
 DL1318'R.M. NO. 1 IS NORTH-NORTHWEST OF THE STATION AND IS 13.5 FEET EAST OF
 DL1318'A 24-INCH PINE TREE.  IT PROJECTS 4 INCHES AND THE DISK IS STAMPED
 DL1318'BOLDING NO 1 1952.
 DL1318'
 DL1318'R.M. NO. 3 IS SOUTH-SOUTHWEST OF THE STATION, 8 FEET SOUTHEAST OF THE
 DL1318'CENTERLINE OF A WOODS ROAD AND 2 FEET SOUTHEAST OF A ROAD BANK.  IT
 DL1318'PROJECTS 6 INCHES AND THE DISK IS STAMPED BOLDING 1964 NO 3 1952.
 DL1318'
 DL1318'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE FOR RECOVERY
 DL1318'BUT THE HIGHWAY DOES NOT CROSS A RAILROAD AS ORIGINALLY DESCRIBED.
 DL1318
 DL1318                          STATION RECOVERY (1973)
 DL1318
 DL1318'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1973 (GWS)
 DL1318'BOLDING-GOOD.  R.M. 1-GOOD.  R.M. 3-GOOD.  THE ORIGINAL DESCRIPTION IS
 DL1318'ADEQUATE TO REACH THE STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0243 ***********************************************************************
 FF0243  DESIGNATION -  BOLLINGER
 FF0243  PID         -  FF0243
 FF0243  STATE/COUNTY-  AR/CRITTENDEN
 FF0243  COUNTRY     -  US
 FF0243  USGS QUAD   -  WEST MEMPHIS (2017)
 FF0243
 FF0243                         *CURRENT SURVEY CONTROL
 FF0243  ______________________________________________________________________
 FF0243* NAD 83(1997) POSITION- 35 08 26.03632(N) 090 11 34.84424(W)   ADJUSTED
 FF0243* NAVD 88 ORTHO HEIGHT -    65.155 (meters)      213.76  (feet) ADJUSTED
 FF0243  ______________________________________________________________________
 FF0243  GEOID HEIGHT    -        -27.302 (meters)                     GEOID18
 FF0243  LAPLACE CORR    -         -0.62  (seconds)                    DEFLEC18
 FF0243  DYNAMIC HEIGHT  -         65.096 (meters)      213.57  (feet) COMP
 FF0243  MODELED GRAVITY -    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 and
 FF0243.adjusted by the NATIONAL GEODETIC SURVEY
 FF0243.in June 1991.
 FF0243
 FF0243.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0243.GEOID18 height accuracy estimate available here.
 FF0243
 FF0243.Click photographs - Photos may exist for this station.
 FF0243
 FF0243.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999406  x   0.99996573  =   0.99995979
 FF0243!SPC TN       -   0.99999406  x   1.00002111  =   1.00001517
 FF0243!UTM  15      -   0.99999406  x   1.00040611  =   1.00040017
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU5573892238(NAD 83)
 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 1065119.4 |
 FF0243| FF2034 W MEMPHIS PLANTERS COMPRESS TK      APPROX. 1.2 KM 1402259.8 |
 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(1995)-  35 08 26.03650(N)    090 11 34.84419(W) AD(       ) 1
 FF0243  NAD 83(1993)-  35 08 26.03980(N)    090 11 34.84401(W) AD(       ) 1
 FF0243  NAD 83(1990)-  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              65.13   (m)          213.7    (f) LEVELING    3  
 FF0243  NGVD 29 (11/26/84)   65.129  (m)          213.68   (f) ADJUSTED    1 2
 FF0243
 FF0243.Superseded values are not recommended for survey control.
 FF0243
 FF0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0243.See file dsdata.pdf to determine how the superseded data were derived.
 FF0243
 FF0243_MARKER: DS = TRIANGULATION STATION DISK
 FF0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0243_STAMPING: BOLLINGER 1929
 FF0243_MARK LOGO: CGS
 FF0243_PROJECTION: RECESSED 10 CENTIMETERS
 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 1/2 MILE
 FF0243'SOUTH OF POINT WHERE U.S. ROUTE 61 TURNS NORTH AFTER LEAVING WEST
 FF0243'MEMPHIS, ON LAND OWNED BY THE WOODS LUMBER CO.  OF MEMPHIS, TENN., AND
 FF0243'MANAGED BY OLIVER BOLLINGER, 176 FEET EAST OF ROAD RUNNING NORTH AND
 FF0243'SOUTH, AND 57.8 FEET EAST-SOUTHEAST OF CHIMNEY ON NORTH SIDE OF
 FF0243'FARMHOUSE WHICH IS THE THIRD HOUSE ON EAST SIDE OF ROAD LEADING TO
 FF0243'HULBERT FROM U.S. ROUTE 70.  SURFACE AND UNDERGROUND MARKS ARE
 FF0243'STANDARD STATION DISKS IN CONCRETE.  REFERENCE MARKS ARE STANDARD
 FF0243'REFERENCE DISKS IN CONCRETE.
 FF0243'
 FF0243'NO. 1 IS 35 FEET WEST OF CENTER LINE OF ROAD RUNNING NORTH AND SOUTH
 FF0243'INTO HULBERT, 150 PACES NORTH OF 2-STORY HOUSE ON WEST SIDE OF ROAD,
 FF0243'AND 208.5 METERS (684 FEET) FROM STATION, S 17 DEG 56 MIN 12 SEC W.
 FF0243'
 FF0243'NO. 2 IS 35 FEET WEST OF CENTER LINE OF ROAD LEADING INTO HULBERT AND
 FF0243'63.9 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 GOOD
 FF0243'CONDITION.  ORIGINAL DESCRIPTION STILL HOLDS.
 FF0243'
 FF0243'STATION AND BOTH REFERENCE MARKS ARE ABOUT 4 INCHES UNDER THE SURFACE
 FF0243'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 WHEN THE
 FF0243'HIGHWAY WAS IMPROVED.  REFERENCE MARK NO. 3, REFERENCE MARK NO. 4 AND
 FF0243'AN AZIMUTH MARK WERE ESTABLISHED.  A NEW AND COMPLETE DESCRIPTION
 FF0243'FOLLOWS.
 FF0243'
 FF0243'THE STATION IS LOCATED 0.75 MILE SOUTHWEST OF WEST MEMPHIS, 175 FEET
 FF0243'EAST OF THE CENTER OF A MACADAM ROAD, 54 FEET SOUTHEAST OF THE
 FF0243'NORTHEAST CORNER OF A HOUSE AND 51 FEET EAST OF THE SOUTHEAST CORNER
 FF0243'OF THE HOUSE.  IT IS STAMPED BOLLINGER 1929 AND IT IS ABOUT 4 INCHES
 FF0243'BELOW THE SURFACE OF THE GROUND.
 FF0243'
 FF0243'REFERENCE MARK NO. 3 IS 133 FEET EAST OF THE CENTER OF THE MACADAM
 FF0243'ROAD AND 30 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE.  IT
 FF0243'PROJECTS 2 INCHES AND IS STAMPED BOLLINGER NO 3 1929.
 FF0243'
 FF0243'REFERENCE MARK NO. 4 IS 135 FEET EAST OF THE CENTER OF THE MACADAM
 FF0243'ROAD AND 18 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE.  IT
 FF0243'PROJECTS 2 INCHES AND IS STAMPED BOLLINGER NO 4 1929.
 FF0243'
 FF0243'THE AZIMUTH MARK IS 67 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 70, 40
 FF0243'FEET WEST OF THE CENTER OF THE MACADAM ROAD AND 4 FEET SOUTHEAST OF A
 FF0243'HIGH LINE POLE.  IT PROJECTS 4 INCHES AND IS STAMPED BOLLINGER 1929
 FF0243'1954.
 FF0243'
 FF0243'TO REACH THE STATION FROM THE POST OFFICE IN WEST MEMPHIS GO WEST ON
 FF0243'U.S. HIGHWAY 70 FOR 0.5 MILE TO A CROSSROAD AND THE AZIMUTH MARK ON
 FF0243'THE LEFT, TURN LEFT AND GO SOUTH ON MACADAM ROAD FOR 0.35 MILE TO A
 FF0243'HOUSE ON EACH SIDE OF THE ROAD AND THE STATION AND REFERENCE MARKS
 FF0243'BEHIND THE HOUSE ON THE EAST SIDE 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 MEMPHIS,
 FF0243'ABOUT 0.85 MILE NORTH OF THE VILLAGE OF HULBERT, 175 FEET EAST OF
 FF0243'CENTER LINE OF HULBERT ROAD, 53.3 FEET EAST-SOUTHEAST OF NORTHEAST
 FF0243'CORNER OF A TENANT HOUSE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 FF0243'ABOUT 1-1/2 FEET ABOVE LEVEL OF ROAD, IN A CONCRETE POST ABOUT 2
 FF0243'INCHES UNDERGROUND AND STAMPED BOLLINGER 1929.
 FF0243'
 FF0243'REFERENCE MARK NO. 3 IS 50.17 FEET 15.292 METERS) SOUTHWEST OF
 FF0243'STATION, 132-1/2 FEET EAST OF CENTER LINE OF ROAD, 21-1/2 FEET
 FF0243'SOUTHEAST OF SOUTHEAST PORCH CORNER OF A TENANT HOUSE, 14 FEET SOUTH
 FF0243'OF A WELL WITH PUMP, IN A CONCRETE POST PROJECTING 2 INCHES AND
 FF0243'STAMPED BOLLINGER NO 3 1929.
 FF0243'
 FF0243'REFERENCE MARK NO. 4 IS 48.53 FEET (14.793 METERS) NORTHWEST OF
 FF0243'STATION, 137 FEET EAST OF CENTER LINE OF ROAD, 18 FEET NORTHEAST OF
 FF0243'NORTHEAST CORNER OF HOUSE, IN A CONCRETE POST PROJECTING 2 INCHES AND
 FF0243'STAMPED BOLLINGER NO 4 1929.  THE MARK HAS BEEN STRUCK BY MACHINERY
 FF0243'AND APPEARS TO HAVE MOVED EAST SLIGHTLY.
 FF0243'
 FF0243'THE AZIMUTH MARK IS AT JUNCTION OF U.S. HIGHWAY 70 AND HULBERT ROAD,
 FF0243'68 FEET SOUTH OF CENTER LINE OF HIGHWAY, 40 FEET WEST OF CENTER LINE
 FF0243'OF HULBERT ROAD, 4.0 FEET SOUTH-SOUTHEAST OF A POWER POLE, 6.9 FEET
 FF0243'SOUTH-SOUTHWEST OF STREET SIGN (IRON PIPE IN CONCRETE) 7.3 FEET SOUTH
 FF0243'OF SOUTHEAST CORNER OF A CONCRETE POST MARKED F.A.S. 822-1, ABOUT 2
 FF0243'FEET BELOW LEVEL OF HIGHWAY, IN A CONCRETE POST ABOUT 4 INCHES
 FF0243'UNDERGROUND AND STAMPED BOLLINGER 1929 1954.
 FF0243'
 FF0243'TO REACH THE STATION FROM THE POST OFFICE AND JUNCTION OF U.S.
 FF0243'HIGHWAYS 70 AND 61 AT WEST MEMPHIS, GO ABOUT 0.5 MILE WEST ALONG U.S.
 FF0243'HIGHWAY 70 TO THE JUNCTION OF HULBERT ROAD LEADING SOUTH AND AZIMUTH
 FF0243'MARK, CONTINUE ABOUT 0.35 MILE SOUTH ALONG HULBERT ROAD TO TENANT
 FF0243'HOUSES ON BOTH SIDES OF ROAD AND STATION IN BACK OF TENANT HOUSE EAST
 FF0243'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 3 AND
 FF0243'4 WERE FOUND WITH TOP BROKEN OFF.  THE AZIMUTH MARK WAS SEARCHED FOR
 FF0243'BUT NOT FOUND.  NO PLACE FOR NEW ONE. REFERENCE MARKS 5 AND 6 WERE
 FF0243'ESTABLISHED AT THIS TIME.
 FF0243'
 FF0243'THE STATION IS LOCATED ABOUT 1.2 KILOMETERS (0.75 MI) SOUTHWEST OF
 FF0243'WEST MEMPHIS.  ON PROPERTY OWNED BY VETERANS OF FOREIGN WARS, 406
 FF0243'SOUTH AVALON STREET, WEST MEMPHIS, AR, 72301.
 FF0243'
 FF0243'TO REACH THE STATION FROM THE JUNCTION OF U.S.HIGHWAY 70,79 AND STATE
 FF0243'HIGHWAY 77 IN WEST MEMPHIS, GO WEST ON U.S.HIGHWAY 70 AND 79 FOR 0.5
 FF0243'MILE (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 LARGE
 FF0243'OPEN AREA.
 FF0243'
 FF0243'THE STATION IS A STANDARD CGS DISK STAMPED ---BOLLINGER 1929---, SET
 FF0243'INTO THE TOP OF A SQUARE CONCRETE MONUMENT 34 CM ON A SIDE FLUSH WITH
 FF0243'GROUND.  IT IS LOCATED 179 FEET SOUTHEAST FROM CORNER OF A FENCE
 FF0243'AROUND SWIMMING POOL, 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 STAMPED
 FF0243'---BOLLINGER 1929 NO 5 1979---, SET INTO THE TOP OF A ROUND CONCRETE
 FF0243'MONUMENT 30 CM IN DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 1.35
 FF0243'METERS NORTH FROM A CHAIN LINK FENCE MARK IS LEVEL WITH STATION.
 FF0243'
 FF0243'REFERENCE MARK NUMBER 06 IS A STANDARD NGS DISK STAMPED
 FF0243'---BOLLINGER 1929 NO 6 1979---, SET INTO THE TOP OF A ROUND CONCRETE
 FF0243'MONUMENT 30 CM IN DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 0.40
 FF0243'METER NORTH FROM A CHAIN LINK FENCE.  MARK IS LEVEL WITH STATION.
 FF0243'
 FF0243'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 13.2 METERS.  A GEODIMETER
 FF0243'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 = MARCH 20, 2026 22:17:28 EDT
 FF0242 ***********************************************************************
 FF0242  DESIGNATION -  BOLLINGER RM 3
 FF0242  PID         -  FF0242
 FF0242  STATE/COUNTY-  AR/CRITTENDEN
 FF0242  COUNTRY     -  US
 FF0242  USGS QUAD   -  WEST MEMPHIS (2017)
 FF0242
 FF0242                         *CURRENT SURVEY CONTROL
 FF0242  ______________________________________________________________________
 FF0242* NAD 83(1986) POSITION- 35 08 25.76   (N) 090 11 35.35   (W)   HD_HELD1
 FF0242* NAVD 88 ORTHO HEIGHT -    65.238 (meters)      214.04  (feet) ADJUSTED
 FF0242  ______________________________________________________________________
 FF0242  GEOID HEIGHT    -        -27.302 (meters)                     GEOID18
 FF0242  DYNAMIC HEIGHT  -         65.180 (meters)      213.84  (feet) COMP
 FF0242  MODELED GRAVITY -    979,733.0   (mgal)                       NAVD 88
 FF0242
 FF0242  VERT ORDER      -  FIRST     CLASS II
 FF0242
 FF0242.The horizontal coordinates were determined by differentially corrected
 FF0242.hand held GPS observations or other comparable positioning techniques
 FF0242.and have an estimated accuracy of +/- 3 meters.
 FF0242
 FF0242.The orthometric height was determined by differential leveling and
 FF0242.adjusted by the NATIONAL GEODETIC SURVEY
 FF0242.in June 1991.
 FF0242
 FF0242.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0242.GEOID18 height accuracy estimate available here.
 FF0242
 FF0242.Click photographs - Photos may exist for this station.
 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     -    91,057.8     564,646.5     MT  (+/- 3 meters HH1 GPS) 
 FF0242
 FF0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU5572592229(NAD 83)
 FF0242
 FF0242                          SUPERSEDED SURVEY CONTROL
 FF0242
 FF0242  NGVD 29 (11/26/84)   65.213  (m)          213.95   (f) ADJUSTED    1 2
 FF0242
 FF0242.Superseded values are not recommended for survey control.
 FF0242
 FF0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0242.See file dsdata.pdf to determine how the superseded data were derived.
 FF0242
 FF0242_MARKER: DR = REFERENCE MARK DISK
 FF0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0242_STAMPING: BOLLINGER NO 3 1929
 FF0242_MARK LOGO: CGS
 FF0242_PROJECTION: PROJECTING 5 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0244 ***********************************************************************
 FF0244  DESIGNATION -  BOLLINGER RM 4
 FF0244  PID         -  FF0244
 FF0244  STATE/COUNTY-  AR/CRITTENDEN
 FF0244  COUNTRY     -  US
 FF0244  USGS QUAD   -  WEST MEMPHIS (2017)
 FF0244
 FF0244                         *CURRENT SURVEY CONTROL
 FF0244  ______________________________________________________________________
 FF0244* NAD 83(1986) POSITION- 35 08 26.35   (N) 090 11 35.28   (W)   HD_HELD1
 FF0244* NAVD 88 ORTHO HEIGHT -    65.303 (meters)      214.25  (feet) ADJUSTED
 FF0244  ______________________________________________________________________
 FF0244  GEOID HEIGHT    -        -27.302 (meters)                     GEOID18
 FF0244  DYNAMIC HEIGHT  -         65.244 (meters)      214.05  (feet) COMP
 FF0244  MODELED GRAVITY -    979,733.0   (mgal)                       NAVD 88
 FF0244
 FF0244  VERT ORDER      -  FIRST     CLASS II
 FF0244
 FF0244.The horizontal coordinates were determined by differentially corrected
 FF0244.hand held GPS observations or other comparable positioning techniques
 FF0244.and have an estimated accuracy of +/- 3 meters.
 FF0244
 FF0244.The orthometric height was determined by differential leveling and
 FF0244.adjusted by the NATIONAL GEODETIC SURVEY
 FF0244.in June 1991.
 FF0244
 FF0244.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0244.GEOID18 height accuracy estimate available here.
 FF0244
 FF0244.Click photographs - Photos may exist for this station.
 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     -    91,076.1     564,647.9     MT  (+/- 3 meters HH1 GPS) 
 FF0244
 FF0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU5572692248(NAD 83)
 FF0244
 FF0244                          SUPERSEDED SURVEY CONTROL
 FF0244
 FF0244  NGVD 29 (11/26/84)   65.277  (m)          214.16   (f) ADJUSTED    1 2
 FF0244
 FF0244.Superseded values are not recommended for survey control.
 FF0244
 FF0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0244.See file dsdata.pdf to determine how the superseded data were derived.
 FF0244
 FF0244_MARKER: DR = REFERENCE MARK DISK
 FF0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0244_STAMPING: BOLLINGER NO 4 1929
 FF0244_MARK LOGO: CGS
 FF0244_PROJECTION: PROJECTING 5 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1889 ***********************************************************************
 FF1889  DESIGNATION -  BON AIR SPRINGS
 FF1889  PID         -  FF1889
 FF1889  STATE/COUNTY-  AR/STONE
 FF1889  COUNTRY     -  US
 FF1889  USGS QUAD   -  MARCELLA (2017)
 FF1889
 FF1889                         *CURRENT SURVEY CONTROL
 FF1889  ______________________________________________________________________
 FF1889* NAD 83(1997) POSITION- 35 47 08.54675(N) 091 57 44.22557(W)   ADJUSTED
 FF1889* NAVD 88 ORTHO HEIGHT -   426.    (meters)     1398.    (feet) SCALED
 FF1889  ______________________________________________________________________
 FF1889  GEOID HEIGHT    -        -27.509 (meters)                     GEOID18
 FF1889  LAPLACE CORR    -         -0.85  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1889.GEOID18 height accuracy estimate available here.
 FF1889
 FF1889.Click photographs - Photos may exist for this station.
 FF1889
 FF1889.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1889
 FF1889. The following values were computed from the NAD 83(1997) position.
 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  =   0.99987955
 FF1889!UTM  15      -   0.99993744  x   0.99970837  =   0.99964583
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV9378060677(NAD 83)
 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
 FF1889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1889.See file dsdata.pdf to determine how the superseded data were derived.
 FF1889
 FF1889_MARKER: DD = SURVEY DISK
 FF1889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1889_STAMPING: BON-AIR-SPG 1940
 FF1889_MARK LOGO: USACE
 FF1889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1889+STABILITY: SURFACE MOTION
 FF1889
 FF1889  HISTORY     - Date     Condition        Report By
 FF1889  HISTORY     - 1940     MONUMENTED       USACE
 FF1889
 FF1889                          STATION DESCRIPTION
 FF1889
 FF1889'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1940 (JCM)
 FF1889'THE STATION IS ABOUT 8 MILES EAST AND 5-1/2 MILES SOUTH OF MOUNTAIN
 FF1889'VIEW, AND 11 MILES NORTH OF DRASCO.  IT IS 12 FEET NORTH OF A 14-INCH
 FF1889'OAK TREE BEARING A TRIANGULAR BLAZE, AND 3 FEET WEST OF A 4 X 4 INCH
 FF1889'WHITE WITNESS POST.
 FF1889'
 FF1889'TO REACH THE STATION FROM THE POST OFFICE AND NOAH CANNONS STORE IN
 FF1889'DRASCO, GO NORTHERLY ON A GRAVELED ROAD FOR 2.35 MILES TO A
 FF1889'CROSSROADS, TURN LEFT AND GO WEST AND NORTH FOR 2.1 MILES TO A STORE
 FF1889'ON THE LEFT, CONTINUE NORTHERLY ON THE MAIN ROAD FOR 2.9 MILES TO THE
 FF1889'COUNTY LINE, CONTINUE NORTH FOR 6.75 MILES TO A Y-JUNCTION, CONTINUE
 FF1889'NORTH AND WEST FOR 0.6 MILE TO THE STATION ON THE LEFT AND A
 FF1889'T-JUNCTION ON THE RIGHT.
 FF1889'
 FF1889'TO REACH THE AZIMUTH MARK FROM THE T-JUNCTION, GO NORTH ON A FARM ROAD
 FF1889'FOR 0.9 MILE TO AN OLD FARMHOUSE ON THE LEFT, CONTINUE NORTH FOR 0.1
 FF1889'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 DIAMETER.
 FF1889'THE POST IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED BON-AIR-SPG
 FF1889'1940.
 FF1889'
 FF1889'REFERENCE MARK NO. 1 IS 61 FEET SOUTH OF THE WITNESS POST.  IT
 FF1889'PROJECTS 4 INCHES AND THE DISK IS STAMPED BON AIR SPRINGS USED NO 1
 FF1889'1954.
 FF1889'
 FF1889'REFERENCE MARK NO. 2 IS 64 FEET WEST OF THE WITNESS POST.  IT PROJECTS
 FF1889'8 INCHES AND THE DISK IS STAMPED BON AIR SPRINGS USED 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.  IT
 FF1889'IS 20 FEET NORTHEAST OF THE GATE, 18 FEET NORTH OF A FENCE, 15 FEET
 FF1889'EAST OF THE CENTER OF THE FARM ROAD, 5 FEET SOUTH OF A TWIN HICKORY
 FF1889'TREE AND 3 FEET EAST OF A 4 X 4 INCH WHITE WITNESS POST.  IT IS FLUSH
 FF1889'WITH THE GROUND AND THE DISK IS STAMPED BON-AIR-SPRINGS AZ.
 FF1889'
 FF1889'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH2883 ***********************************************************************
 EH2883  DESIGNATION -  BONAIR
 EH2883  PID         -  EH2883
 EH2883  STATE/COUNTY-  AR/ST FRANCIS
 EH2883  COUNTRY     -  US
 EH2883  USGS QUAD   -  HAYNES (2017)
 EH2883
 EH2883                         *CURRENT SURVEY CONTROL
 EH2883  ______________________________________________________________________
 EH2883* NAD 83(1997) POSITION- 34 56 58.53131(N) 090 47 25.91619(W)   ADJUSTED
 EH2883* NAVD 88 ORTHO HEIGHT -    69.    (meters)      226.    (feet) SCALED
 EH2883  ______________________________________________________________________
 EH2883  GEOID HEIGHT    -        -26.861 (meters)                     GEOID18
 EH2883  LAPLACE CORR    -         -0.01  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2883.GEOID18 height accuracy estimate available here.
 EH2883
 EH2883.Click photographs - Photos may exist for this station.
 EH2883
 EH2883.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2883
 EH2883. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999338  x   0.99999684  =   0.99999022
 EH2883!SPC AR S     -   0.99999338  x   1.00004592  =   1.00003930
 EH2883!UTM  15      -   0.99999338  x   1.00010172  =   1.00009510
 EH2883
 EH2883:                Primary Azimuth Mark                     Grid Az
 EH2883:SPC AR N     -  BONAIR AZ MK                             181 45 45.7
 EH2883:SPC AR S     -  BONAIR AZ MK                             181 47 22.4
 EH2883:UTM  15      -  BONAIR AZ MK                             181 12 01.2
 EH2883
 EH2883_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU0175869682(NAD 83)
 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(1995)-  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
 EH2883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2883.See file dsdata.pdf to determine how the superseded data were derived.
 EH2883
 EH2883_MARKER: DS = TRIANGULATION STATION DISK
 EH2883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2883_STAMPING: BONAIR 1953
 EH2883_MARK LOGO: CGS
 EH2883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2883+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1993 ***********************************************************************
 EJ1993  DESIGNATION -  BONNERDALE
 EJ1993  PID         -  EJ1993
 EJ1993  STATE/COUNTY-  AR/HOT SPRING
 EJ1993  COUNTRY     -  US
 EJ1993  USGS QUAD   -  PEARCY (2017)
 EJ1993
 EJ1993                         *CURRENT SURVEY CONTROL
 EJ1993  ______________________________________________________________________
 EJ1993* NAD 83(1997) POSITION- 34 23 21.29583(N) 093 21 40.30941(W)   ADJUSTED
 EJ1993* NAVD 88 ORTHO HEIGHT -   219.0   (meters)      719.    (feet) VERTCON3
 EJ1993  ______________________________________________________________________
 EJ1993  GEOID HEIGHT    -        -27.616 (meters)                     GEOID18
 EJ1993  LAPLACE CORR    -          2.76  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1993.GEOID18 height accuracy estimate available here.
 EJ1993
 EJ1993.Click photographs - Photos may exist for this station.
 EJ1993
 EJ1993.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1993
 EJ1993. The following values were computed from the NAD 83(1997) position.
 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     -   0.99996995  x   0.99993758  =   0.99990754
 EJ1993!UTM  15      -   0.99996995  x   0.99961359  =   0.99958356
 EJ1993
 EJ1993:                Primary Azimuth Mark                     Grid Az
 EJ1993:SPC AR S     -  BONNERDALE AZ MK                         306 03 16.7
 EJ1993:UTM  15      -  BONNERDALE AZ MK                         305 29 48.4
 EJ1993
 EJ1993_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU6679705375(NAD 83)
 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(1993)-  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
 EJ1993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1993.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1993
 EJ1993_MARKER: DS = TRIANGULATION STATION DISK
 EJ1993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1993_STAMPING: BONNERDALE 1957
 EJ1993_MARK LOGO: CGS
 EJ1993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1993+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FF2129 ***********************************************************************
 FF2129  DESIGNATION -  BONO
 FF2129  PID         -  FF2129
 FF2129  STATE/COUNTY-  AR/CRAIGHEAD
 FF2129  COUNTRY     -  US
 FF2129  USGS QUAD   -  BONO (2017)
 FF2129
 FF2129                         *CURRENT SURVEY CONTROL
 FF2129  ______________________________________________________________________
 FF2129* NAD 83(1997) POSITION- 35 54 28.49728(N) 090 45 31.45141(W)   ADJUSTED
 FF2129* NAVD 88 ORTHO HEIGHT -   131.    (meters)      430.    (feet) SCALED
 FF2129  ______________________________________________________________________
 FF2129  GEOID HEIGHT    -        -27.857 (meters)                     GEOID18
 FF2129  LAPLACE CORR    -         -0.48  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF2129.GEOID18 height accuracy estimate available here.
 FF2129
 FF2129.Click photographs - Photos may exist for this station.
 FF2129
 FF2129.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF2129
 FF2129. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV0225076055(NAD 83)
 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(1995)-  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
 FF2129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2129.See file dsdata.pdf to determine how the superseded data were derived.
 FF2129
 FF2129_MARKER: DS = TRIANGULATION STATION DISK
 FF2129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2129_STAMPING: BONO 1954
 FF2129_MARK LOGO: CGS
 FF2129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF2129+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FH0937 ***********************************************************************
 FH0937  DESIGNATION -  BOSTON
 FH0937  PID         -  FH0937
 FH0937  STATE/COUNTY-  AR/WASHINGTON
 FH0937  COUNTRY     -  US
 FH0937  USGS QUAD   -  WINSLOW (2017)
 FH0937
 FH0937                         *CURRENT SURVEY CONTROL
 FH0937  ______________________________________________________________________
 FH0937* NAD 83(1997) POSITION- 35 47 41.97614(N) 094 10 04.39724(W)   ADJUSTED
 FH0937* NAVD 88 ORTHO HEIGHT -   648.9   (meters)     2129.    (feet) VERTCON3
 FH0937  ______________________________________________________________________
 FH0937  GEOID HEIGHT    -        -28.220 (meters)                     GEOID18
 FH0937  LAPLACE CORR    -          2.46  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0937.GEOID18 height accuracy estimate available here.
 FH0937
 FH0937.Click photographs - Photos may exist for this station.
 FH0937
 FH0937.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH0937
 FH0937. The following values were computed from the NAD 83(1997) position.
 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     -   0.99990260  x   0.99994268  =   0.99984528
 FH0937!UTM  15      -   0.99990260  x   0.99973724  =   0.99963986
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9446661839(NAD 83)
 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(1993)-  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
 FH0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0937.See file dsdata.pdf to determine how the superseded data were derived.
 FH0937
 FH0937_MARKER: DS = TRIANGULATION STATION DISK
 FH0937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0937_STAMPING: BOSTON 1935
 FH0937_MARK LOGO: CGS
 FH0937_PROJECTION: FLUSH
 FH0937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0937+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1908 ***********************************************************************
 FG1908  DESIGNATION -  BOSTON TV RELAY MAST
 FG1908  PID         -  FG1908
 FG1908  STATE/COUNTY-  AR/MADISON
 FG1908  COUNTRY     -  US
 FG1908  USGS QUAD   -  BOSTON (2017)
 FG1908
 FG1908                         *CURRENT SURVEY CONTROL
 FG1908  ______________________________________________________________________
 FG1908* NAD 83(1997) POSITION- 35 49 51.45968(N) 093 34 46.10245(W)   ADJUSTED
 FG1908  ______________________________________________________________________
 FG1908  GEOID HEIGHT    -        -27.976 (meters)                     GEOID18
 FG1908  LAPLACE CORR    -          0.16  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1908.GEOID18 height accuracy estimate available here.
 FG1908
 FG1908.Click photographs - Photos may exist for this station.
 FG1908
 FG1908.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1908
 FG1908. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV4766165354(NAD 83)
 FG1908
 FG1908                          SUPERSEDED SURVEY CONTROL
 FG1908
 FG1908  NAD 83(1993)-  35 49 51.47104(N)    093 34 46.10412(W) AD(       ) 3
 FG1908  NAD 83(1986)-  35 49 51.47079(N)    093 34 46.11051(W) AD(       ) 3
 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
 FG1908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1908.See file dsdata.pdf to determine how the superseded data were derived.
 FG1908
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0905 ***********************************************************************
 FF0905  DESIGNATION -  BOTT
 FF0905  PID         -  FF0905
 FF0905  STATE/COUNTY-  AR/POINSETT
 FF0905  COUNTRY     -  US
 FF0905  USGS QUAD   -  POWERS SLOUGH (2017)
 FF0905
 FF0905                         *CURRENT SURVEY CONTROL
 FF0905  ______________________________________________________________________
 FF0905* NAD 83(1997) POSITION- 35 33 52.58742(N) 090 49 43.72821(W)   ADJUSTED
 FF0905* NAVD 88 ORTHO HEIGHT -    72.835 (meters)      238.96  (feet) ADJUSTED
 FF0905  ______________________________________________________________________
 FF0905  GEOID HEIGHT    -        -27.580 (meters)                     GEOID18
 FF0905  LAPLACE CORR    -         -0.43  (seconds)                    DEFLEC18
 FF0905  DYNAMIC HEIGHT  -         72.772 (meters)      238.75  (feet) COMP
 FF0905  MODELED GRAVITY -    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 and
 FF0905.adjusted by the NATIONAL GEODETIC SURVEY
 FF0905.in June 1991.
 FF0905
 FF0905.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0905.GEOID18 height accuracy estimate available here.
 FF0905
 FF0905.Click photographs - Photos may exist for this station.
 FF0905
 FF0905.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 FF0905:SPC AR N     -  BOTT AZ MK                               271 45 21.8
 FF0905:UTM  15      -  BOTT AZ MK                               271 10 27.6
 FF0905
 FF0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV9676937827(NAD 83)
 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(1995)-  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              72.78   (m)          238.8    (f) LEVELING    3  
 FF0905  NGVD 29 (11/26/84)   72.779  (m)          238.78   (f) ADJUSTED    1 2
 FF0905
 FF0905.Superseded values are not recommended for survey control.
 FF0905
 FF0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0905.See file dsdata.pdf to determine how the superseded data were derived.
 FF0905
 FF0905_MARKER: DS = TRIANGULATION STATION DISK
 FF0905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0905_STAMPING: BOTT 1954
 FF0905_MARK LOGO: CGS
 FF0905_PROJECTION: RECESSED 30 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0908 ***********************************************************************
 FF0908  DESIGNATION -  BOTT AZ MK
 FF0908  PID         -  FF0908
 FF0908  STATE/COUNTY-  AR/POINSETT
 FF0908  COUNTRY     -  US
 FF0908  USGS QUAD   -  POWERS SLOUGH (2017)
 FF0908
 FF0908                         *CURRENT SURVEY CONTROL
 FF0908  ______________________________________________________________________
 FF0908* NAD 83(1986) POSITION- 35 33 50.     (N) 090 50 10.     (W)   SCALED
 FF0908* NAVD 88 ORTHO HEIGHT -    73.459 (meters)      241.01  (feet) ADJUSTED
 FF0908  ______________________________________________________________________
 FF0908  GEOID HEIGHT    -        -27.577 (meters)                     GEOID18
 FF0908  DYNAMIC HEIGHT  -         73.395 (meters)      240.80  (feet) COMP
 FF0908  MODELED GRAVITY -    979,763.0   (mgal)                       NAVD 88
 FF0908
 FF0908  VERT ORDER      -  FIRST     CLASS II
 FF0908
 FF0908.The horizontal coordinates were scaled from a map and have
 FF0908.an estimated accuracy of +/- 6 seconds.
 FF0908
 FF0908.The orthometric height was determined by differential leveling and
 FF0908.adjusted by the NATIONAL GEODETIC SURVEY
 FF0908.in June 1991.
 FF0908
 FF0908.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0908.GEOID18 height accuracy estimate available here.
 FF0908
 FF0908.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV961377(NAD 83)
 FF0908
 FF0908                          SUPERSEDED SURVEY CONTROL
 FF0908
 FF0908  NGVD 29 (11/26/84)   73.402  (m)          240.82   (f) ADJUSTED    1 2
 FF0908
 FF0908.Superseded values are not recommended for survey control.
 FF0908
 FF0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0908.See file dsdata.pdf to determine how the superseded data were derived.
 FF0908
 FF0908_MARKER: DZ = AZIMUTH MARK DISK
 FF0908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0908_STAMPING: BOTT 1954
 FF0908_MARK LOGO: CGS
 FF0908_PROJECTION: PROJECTING 8 CENTIMETERS
 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 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 = MARCH 20, 2026 22:17:28 EDT
 FF0904 ***********************************************************************
 FF0904  DESIGNATION -  BOTT RM 1
 FF0904  PID         -  FF0904
 FF0904  STATE/COUNTY-  AR/POINSETT
 FF0904  COUNTRY     -  US
 FF0904  USGS QUAD   -  POWERS SLOUGH (2017)
 FF0904
 FF0904                         *CURRENT SURVEY CONTROL
 FF0904  ______________________________________________________________________
 FF0904* NAD 83(1986) POSITION- 35 33 51.78   (N) 090 49 44.07   (W)   HD_HELD1
 FF0904* NAVD 88 ORTHO HEIGHT -    73.515 (meters)      241.19  (feet) ADJUSTED
 FF0904  ______________________________________________________________________
 FF0904  GEOID HEIGHT    -        -27.580 (meters)                     GEOID18
 FF0904  DYNAMIC HEIGHT  -         73.451 (meters)      240.98  (feet) COMP
 FF0904  MODELED GRAVITY -    979,763.0   (mgal)                       NAVD 88
 FF0904
 FF0904  VERT ORDER      -  FIRST     CLASS II
 FF0904
 FF0904.The horizontal coordinates were determined by differentially corrected
 FF0904.hand held GPS observations or other comparable positioning techniques
 FF0904.and have an estimated accuracy of +/- 3 meters.
 FF0904
 FF0904.The orthometric height was determined by differential leveling and
 FF0904.adjusted by the NATIONAL GEODETIC SURVEY
 FF0904.in June 1991.
 FF0904
 FF0904.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0904.GEOID18 height accuracy estimate available here.
 FF0904
 FF0904.Click photographs - Photos may exist for this station.
 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     -   137,205.8     506,158.3     MT  (+/- 3 meters HH1 GPS) 
 FF0904
 FF0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV9676137802(NAD 83)
 FF0904
 FF0904                          SUPERSEDED SURVEY CONTROL
 FF0904
 FF0904  NGVD 29 (11/26/84)   73.458  (m)          241.00   (f) ADJUSTED    1 2
 FF0904
 FF0904.Superseded values are not recommended for survey control.
 FF0904
 FF0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0904.See file dsdata.pdf to determine how the superseded data were derived.
 FF0904
 FF0904_MARKER: DR = REFERENCE MARK DISK
 FF0904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0904_STAMPING: BOTT NO 1 1954
 FF0904_MARK LOGO: CGS
 FF0904_PROJECTION: PROJECTING 5 CENTIMETERS
 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
 FF0904'5.65 MILES EAST ALONG STATE HIGHWAY 14 FROM THE INTERSECTION OF STATE
 FF0904'HIGHWAY 39 AT WALDENBURG, ACROSS HIGHWAY FROM A 1-STORY RED BRICK
 FF0904'RESIDENCE, 189 FEET SOUTH OF CENTERLINE OF HIGHWAY, 16 FEET WEST OF
 FF0904'CENTERLINE OF A FIELD ROAD SOUTH, BETWEEN THE FIELD ROAD AND A SMALL
 FF0904'DRAINAGE DITCH, 141 1/2 FEET SOUTH OF A POWER POLE, 86.6 FEET
 FF0904'SOUTH-SOUTHWEST OF STATION MARK, 1 FOOT EAST OF A WHITE WOODEN WITNESS
 FF0904'POST, ABOUT 1/2 FOOT ABOVE LEVEL OF FIELD ROAD AND SET IN THE TOP OF A
 FF0904'CONCRETE POST PROJECTING 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 = MARCH 20, 2026 22:17:28 EDT
 DL1447 ***********************************************************************
 DL1447  DESIGNATION -  BOUGHTON
 DL1447  PID         -  DL1447
 DL1447  STATE/COUNTY-  AR/NEVADA
 DL1447  COUNTRY     -  US
 DL1447  USGS QUAD   -  PRESCOTT EAST (2017)
 DL1447
 DL1447                         *CURRENT SURVEY CONTROL
 DL1447  ______________________________________________________________________
 DL1447* NAD 83(1997) POSITION- 33 51 25.41146(N) 093 20 27.83620(W)   ADJUSTED
 DL1447* NAVD 88 ORTHO HEIGHT -    91.1   (meters)      299.    (feet) VERTCON3
 DL1447  ______________________________________________________________________
 DL1447  GEOID HEIGHT    -        -26.826 (meters)                     GEOID18
 DL1447  LAPLACE CORR    -          1.20  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1447.GEOID18 height accuracy estimate available here.
 DL1447
 DL1447.Click photographs - Photos may exist for this station.
 DL1447
 DL1447.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1447
 DL1447. The following values were computed from the NAD 83(1997) position.
 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     -   0.99998991  x   0.99992323  =   0.99991314
 DL1447!UTM  15      -   0.99998991  x   0.99961227  =   0.99960218
 DL1447
 DL1447:                Primary Azimuth Mark                     Grid Az
 DL1447:SPC AR S     -  BOUGHTON AZ MK                           032 12 59.3
 DL1447:UTM  15      -  BOUGHTON AZ MK                           031 39 21.3
 DL1447
 DL1447_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT6845046359(NAD 83)
 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(1993)-  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
 DL1447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1447.See file dsdata.pdf to determine how the superseded data were derived.
 DL1447
 DL1447_MARKER: DS = TRIANGULATION STATION DISK
 DL1447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1447_STAMPING: BOUGHTON 1957
 DL1447_MARK LOGO: CGS
 DL1447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1447+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GG0671 ***********************************************************************
 GG0671  DESIGNATION -  BOUNDARY MON 22 AR OK
 GG0671  PID         -  GG0671
 GG0671  STATE/COUNTY-  AR/BENTON
 GG0671  COUNTRY     -  US
 GG0671  USGS QUAD   -  SILOAM SPRINGS (2017)
 GG0671
 GG0671                         *CURRENT SURVEY CONTROL
 GG0671  ______________________________________________________________________
 GG0671* NAD 83(1997) POSITION- 36 10 59.67669(N) 094 33 59.27761(W)   ADJUSTED
 GG0671* NAVD 88 ORTHO HEIGHT -   351.    (meters)     1152.    (feet) SCALED
 GG0671  ______________________________________________________________________
 GG0671  GEOID HEIGHT    -        -28.429 (meters)                     GEOID18
 GG0671  LAPLACE CORR    -          1.73  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0671.GEOID18 height accuracy estimate available here.
 GG0671
 GG0671.Click photographs - Photos may exist for this station.
 GG0671
 GG0671.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0671
 GG0671. The following values were computed from the NAD 83(1997) position.
 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     -   0.99994936  x   0.99999048  =   0.99993984
 GG0671!SPC OK N     -   0.99994936  x   0.99994545  =   0.99989481
 GG0671!UTM  15      -   0.99994936  x   0.99984448  =   0.99979384
 GG0671
 GG0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA5914005410(NAD 83)
 GG0671
 GG0671                          SUPERSEDED SURVEY CONTROL
 GG0671
 GG0671  NAD 83(1993)-  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
 GG0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0671.See file dsdata.pdf to determine how the superseded data were derived.
 GG0671
 GG0671_MARKER: 71 = BOUNDARY MONUMENT
 GG0671_SETTING: 2 = IMBEDDED OR DRIVEN IN THE GROUND
 GG0671_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0671
 GG0671  HISTORY     - Date     Condition        Report By
 GG0671  HISTORY     - 1935     FIRST OBSERVED   LOCSUR
 GG0671  HISTORY     - 20111209 MARK NOT FOUND   CEI
 GG0671
 GG0671                          STATION DESCRIPTION
 GG0671
 GG0671'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1935 (CAS)
 GG0671'THIS STATION IS THE CENTER OF THE ARKANSAS-OKLAHOMA BOUNDARY MONUMENT
 GG0671'NO. 22.  IT IS LOCATED ABOUT 1-1/2 MILES WEST-SOUTHWEST OF SILOAM
 GG0671'SPRINGS AND 575.770 METERS NORTH-NORTHWEST OF STATION SILOAM.
 GG0671'
 GG0671'THE MARKER IS A CAST-IRON PIPE ABOUT 5 INCHES IN DIAMETER, PROJECTING
 GG0671'4 FEET, WITH A CONICAL CAP.  IT IS 8 FEET EAST OF THE CENTERLINE OF
 GG0671'THE STATE-LINE ROAD, 4.7 FEET WEST OF THE EAST RIGHT-OF-WAY FENCE
 GG0671'LINE.  THE RAISED CAST LETTERS ON THE SIDES ARE AS FOLLOWS- 22 M ON
 GG0671'THE NORTH FACE, ARK ON THE EAST FACE 1877 ON THE SOUTH FACE, AND CHER
 GG0671'ON THE WEST FACE.  THE MARKER ITSELF IS IN GOOD CONDITION EXCEPT IT IS
 GG0671'LOOSE IN THE GROUND.
 GG0671'
 GG0671'SEE DESCRIPTION FOR STATION SILOAM.  TRAVERSE CONNECTION BETWEEN
 GG0671'STATION AND MONUMENT WAS MADE.
 GG0671
 GG0671                          STATION RECOVERY (2011)
 GG0671
 GG0671'RECOVERY NOTE BY CEI ENGINEERING ASSOC 2011 (KCD)
 GG0671'MARK NOT FOUND.  SEARCH WAS MADE USING RTK GPS WITH A REMOTE BASE
 GG0671'STATION AT 38 KM DISTANCE. EXPECTED ERROR IN SEARCH 0.5 US FT. RECORD
 GG0671'POSITION WAS FOUND TO BE IN THE ROADWAY OF STATE LINE RD.  SEARCH WAS
 GG0671'MADE WITH A MAGNETIC LOCATOR FOR REMNANTS OF THE CAST IRON POST
 GG0671'WITHOUT SUCCESS.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GG0677 ***********************************************************************
 GG0677  DESIGNATION -  BOUNDARY MON 33 AR OK
 GG0677  PID         -  GG0677
 GG0677  STATE/COUNTY-  AR/WASHINGTON
 GG0677  COUNTRY     -  US
 GG0677  USGS QUAD   -  WATTS (2019)
 GG0677
 GG0677                         *CURRENT SURVEY CONTROL
 GG0677  ______________________________________________________________________
 GG0677* NAD 83(1997) POSITION- 36 01 26.98356(N) 094 32 18.98950(W)   ADJUSTED
 GG0677* NAVD 88 ORTHO HEIGHT -   411.    (meters)     1348.    (feet) SCALED
 GG0677  ______________________________________________________________________
 GG0677  GEOID HEIGHT    -        -28.470 (meters)                     GEOID18
 GG0677  LAPLACE CORR    -          1.88  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0677.GEOID18 height accuracy estimate available here.
 GG0677
 GG0677.Click photographs - Photos may exist for this station.
 GG0677
 GG0677.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0677
 GG0677. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV6136687723(NAD 83)
 GG0677
 GG0677                          SUPERSEDED SURVEY CONTROL
 GG0677
 GG0677  NAD 83(1993)-  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
 GG0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0677.See file dsdata.pdf to determine how the superseded data were derived.
 GG0677
 GG0677_MARKER: 71 = BOUNDARY MONUMENT
 GG0677_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0677
 GG0677  HISTORY     - Date     Condition        Report By
 GG0677  HISTORY     - 1877     FIRST OBSERVED   LOCSUR
 GG0677  HISTORY     - 1960     GOOD             CGS
 GG0677
 GG0677                          STATION DESCRIPTION
 GG0677
 GG0677'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1877 (CAS)
 GG0677'THIS TRAVERSE STATION IS THE CENTER OF THE ARKANSAS-OKLAHOMA BOUNDARY
 GG0677'MONUMENT NO. 33.  IT IS LOCATED ABOUT 11 MILES SOUTH OF SILOAM
 GG0677'SPRINGS, ABOUT 3 MILES SOUTHEAST OF WESTVILLE, OKLAHOMA.  THE MONUMENT
 GG0677'IS ON A SHELF ON THE WEST SLOPE OF BATES MOUNTAIN.  IT IS 221.722
 GG0677'METERS WEST OF STATION BATES.  THE MONUMENT IS A CAST-IRON POST WHICH
 GG0677'PROJECTS 3 FEET.  IT IS OCTAGONAL WITH A CAP WHICH COMES TO A POINT ON
 GG0677'THE TOP.  IT IS VERY LOOSE IN THE GROUND AND AT THE PRESENT WRITING IS
 GG0677'REINFORCED BY STONES PILED AROUND THE BASE.  IT IS 31 FEET NORTHEAST
 GG0677'OF THE CENTER OF A 3-FOOT DOUBLE OAK TREE.  THE RAISED CAST LETTERS
 GG0677'ARE AS FOLLOWS- CHER ON THE WEST FACE, 1877 ON THE SOUTH FACE, 33 M ON
 GG0677'THE NORTH AND ARK ON THE EAST 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 VERY
 GG0677'LOOSE IN THE GROUND AND IS SUPPORTED BY ROCKS PILED AROUND THE BASE.
 GG0677'IT IS ABOUT 0.15 MILE WEST OF TRIANGULATION STATION BATES.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FH1042 ***********************************************************************
 FH1042  DESIGNATION -  BOUNDARY MON 40 AR OK
 FH1042  PID         -  FH1042
 FH1042  STATE/COUNTY-  AR/WASHINGTON
 FH1042  COUNTRY     -  US
 FH1042  USGS QUAD   -  WESTVILLE (2019)
 FH1042
 FH1042                         *CURRENT SURVEY CONTROL
 FH1042  ______________________________________________________________________
 FH1042* NAD 83(1997) POSITION- 35 55 24.56032(N) 094 31 15.25430(W)   ADJUSTED
 FH1042* NAVD 88 ORTHO HEIGHT -   434.    (meters)     1424.    (feet) SCALED
 FH1042  ______________________________________________________________________
 FH1042  GEOID HEIGHT    -        -28.519 (meters)                     GEOID18
 FH1042  LAPLACE CORR    -          2.99  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1042.GEOID18 height accuracy estimate available here.
 FH1042
 FH1042.Click photographs - Photos may exist for this station.
 FH1042
 FH1042.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1042
 FH1042. The following values were computed from the NAD 83(1997) position.
 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     -   0.99993634  x   0.99995341  =   0.99988975
 FH1042!SPC OK N     -   0.99993634  x   0.99995442  =   0.99989076
 FH1042!UTM  15      -   0.99993634  x   0.99983199  =   0.99976834
 FH1042
 FH1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV6278776530(NAD 83)
 FH1042
 FH1042                          SUPERSEDED SURVEY CONTROL
 FH1042
 FH1042  NAD 83(1993)-  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
 FH1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1042.See file dsdata.pdf to determine how the superseded data were derived.
 FH1042
 FH1042_MARKER: 71 = BOUNDARY MONUMENT
 FH1042_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH1042
 FH1042  HISTORY     - Date     Condition        Report By
 FH1042  HISTORY     - 1877     FIRST OBSERVED   LOCSUR
 FH1042  HISTORY     - 1960     GOOD             CGS
 FH1042
 FH1042                          STATION DESCRIPTION
 FH1042
 FH1042'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1877 (CAS)
 FH1042'THIS TRAVERSE STATION IS 73.81 FEET SOUTH OF STATION SNAKE, ON TOP OF
 FH1042'SNAKE MOUNTAIN, AND 30 FEET NORTH OF SOUTH RIM ROCK.  IT IS ABOUT 450
 FH1042'FEET WEST OF OLD DESERTED FIELD.  IT IS THE PEAK OF THE CONICAL CAP ON
 FH1042'THE 5-INCH OCTAGONAL CAST-IRON MONUMENT.  THE MONUMENT PROJECTS 4
 FH1042'FEET, HAS ROCKS PILED AROUND IT, AND IS VERY LOOSE.  IT IS LEANING W.
 FH1042'IT HAS THE CAST LETTERS 40 M, ON NORTH SIDE, ARK. ON EAST SIDE, CHER
 FH1042'ON WEST SIDE, AND 1877 ON SOUTH 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 IS 73.81
 FH1042'FEET SOUTH OF TRIANGULATION STATION SNAKE.
 FH1042'
 FH1042'TO REACH THIS MONUMENT SEE DESCRIPTION OF STATION SNAKE (1960 RECOVERY
 FH1042'NOTE).
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FH0964 ***********************************************************************
 FH0964  DESIGNATION -  BOUNDARY MON 51 AR OK
 FH0964  PID         -  FH0964
 FH0964  STATE/COUNTY-  AR/WASHINGTON
 FH0964  COUNTRY     -  US
 FH0964  USGS QUAD   -  EVANSVILLE (2017)
 FH0964
 FH0964                         *CURRENT SURVEY CONTROL
 FH0964  ______________________________________________________________________
 FH0964* NAD 83(1997) POSITION- 35 45 52.73796(N) 094 29 38.75654(W)   ADJUSTED
 FH0964* NAVD 88 ORTHO HEIGHT -   518.    (meters)     1699.    (feet) SCALED
 FH0964  ______________________________________________________________________
 FH0964  GEOID HEIGHT    -        -28.636 (meters)                     GEOID18
 FH0964  LAPLACE CORR    -          2.37  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0964.GEOID18 height accuracy estimate available here.
 FH0964
 FH0964.Click photographs - Photos may exist for this station.
 FH0964
 FH0964.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH0964
 FH0964. The following values were computed from the NAD 83(1997) position.
 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  =   0.99986405
 FH0964!SPC OK N     -   0.99992317  x   0.99996997  =   0.99989314
 FH0964!UTM  15      -   0.99992317  x   0.99982479  =   0.99974798
 FH0964
 FH0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV6493658874(NAD 83)
 FH0964
 FH0964                          SUPERSEDED SURVEY CONTROL
 FH0964
 FH0964  NAD 83(1993)-  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
 FH0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0964.See file dsdata.pdf to determine how the superseded data were derived.
 FH0964
 FH0964_MARKER: 71 = BOUNDARY MONUMENT
 FH0964_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0964
 FH0964  HISTORY     - Date     Condition        Report By
 FH0964  HISTORY     - 1877     FIRST OBSERVED   LOCSUR
 FH0964  HISTORY     - 1960     GOOD             CGS
 FH0964
 FH0964                          STATION DESCRIPTION
 FH0964
 FH0964'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1877 (CAS)
 FH0964'THIS TRAVERSE STATION IS THE CENTER OF THE ARKANSAS-OKLAHOMA BOUNDARY
 FH0964'MONUMENT NO. 51.  IT IS LOCATED ABOUT 1.8 MILES SOUTH OF EVANSVILLE,
 FH0964'ABOUT 13 MILES SOUTH-SOUTHWEST OF LINCOLN.  IT IS 192.366 METERS SOUTH
 FH0964'OF TRIANGULATION STATION EVANS.  THE MONUMENT IS A CAST-IRON POST,
 FH0964'OCTAGONAL IN SHAPE WITH A CAP CULMINATING TO A POINT.  IT PROJECTS
 FH0964'ABOUT 2.5 FEET AND IS VERY UNSTABLE.  IT HAS CAST LETTERS ARK ON EAST
 FH0964'SIDE, 51, M ON NORTH SIDE, 1877 ON THE SOUTH SIDE AND CHER ON WEST
 FH0964'SIDE.  THE MONUMENT LEANS TO THE SOUTH.
 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 = MARCH 20, 2026 22:17:28 EDT
 FH0960 ***********************************************************************
 FH0960  DESIGNATION -  BOUNDARY MON 63 AR OK
 FH0960  PID         -  FH0960
 FH0960  STATE/COUNTY-  AR/CRAWFORD
 FH0960  COUNTRY     -  US
 FH0960  USGS QUAD   -  UNIONTOWN (2017)
 FH0960
 FH0960                         *CURRENT SURVEY CONTROL
 FH0960  ______________________________________________________________________
 FH0960* NAD 83(1997) POSITION- 35 35 29.70794(N) 094 27 53.52794(W)   ADJUSTED
 FH0960* NAVD 88 ORTHO HEIGHT -   279.    (meters)      915.    (feet) SCALED
 FH0960  ______________________________________________________________________
 FH0960  GEOID HEIGHT    -        -29.272 (meters)                     GEOID18
 FH0960  LAPLACE CORR    -          1.90  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0960.GEOID18 height accuracy estimate available here.
 FH0960
 FH0960.Click photographs - Photos may exist for this station.
 FH0960
 FH0960.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH0960
 FH0960. The following values were computed from the NAD 83(1997) position.
 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     -   0.99996079  x   0.99993594  =   0.99989673
 FH0960!SPC OK N     -   0.99996079  x   0.99999557  =   0.99995636
 FH0960!UTM  15      -   0.99996079  x   0.99981702  =   0.99977781
 FH0960
 FH0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV6729239638(NAD 83)
 FH0960
 FH0960                          SUPERSEDED SURVEY CONTROL
 FH0960
 FH0960  NAD 83(1993)-  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
 FH0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0960.See file dsdata.pdf to determine how the superseded data were derived.
 FH0960
 FH0960_MARKER: 71 = BOUNDARY MONUMENT
 FH0960_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0960
 FH0960  HISTORY     - Date     Condition        Report By
 FH0960  HISTORY     - 1877     FIRST OBSERVED   LOCSUR
 FH0960
 FH0960                          STATION DESCRIPTION
 FH0960
 FH0960'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1877 (CAS)
 FH0960'THIS TRAVERSE STATION IS THE PEAK OF THE CONICAL CAP SURMOUNTING THE
 FH0960'IRON MONUMENT NO. 63.  THE MONUMENT IS OCTAGONAL, ABOUT 5 INCHES IN
 FH0960'DIAMETER, AND PROJECTS 3 FEET.  IT IS MARKED CHER ON WEST FACE, 1877
 FH0960'ON SOUTH FACE, ARK ON EAST FACE, AND 63M ON NORTH FACE.  IT IS 4 FEET
 FH0960'EAST OF CENTERLINE OF LANE, 20 FEET WEST OF FENCE, AND 100 FEET NORTH
 FH0960'OF FENCE.  IT IS 233.992 METERS SOUTH OF STATION RAGG.  IT IS LOOSE IN
 FH0960'THE GROUND AND HAS BEEN DISTURBED RECENTLY.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FH1007 ***********************************************************************
 FH1007  DESIGNATION -  BOUNDARY MON 73 WP
 FH1007  PID         -  FH1007
 FH1007  STATE/COUNTY-  AR/CRAWFORD
 FH1007  COUNTRY     -  US
 FH1007  USGS QUAD   -  FORT SMITH (2017)
 FH1007
 FH1007                         *CURRENT SURVEY CONTROL
 FH1007  ______________________________________________________________________
 FH1007* NAD 83(1997) POSITION- 35 26 51.12155(N) 094 26 27.08051(W)   ADJUSTED
 FH1007* NAVD 88 ORTHO HEIGHT -   122.    (meters)      400.    (feet) SCALED
 FH1007  ______________________________________________________________________
 FH1007  GEOID HEIGHT    -        -29.881 (meters)                     GEOID18
 FH1007  LAPLACE CORR    -          0.73  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1007.GEOID18 height accuracy estimate available here.
 FH1007
 FH1007.Click photographs - Photos may exist for this station.
 FH1007
 FH1007.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1007
 FH1007. The following values were computed from the NAD 83(1997) position.
 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     -   0.99998553  x   0.99993877  =   0.99992430
 FH1007!SPC OK N     -   0.99998553  x   1.00002376  =   1.00000929
 FH1007!SPC OK S     -   0.99998553  x   1.00004935  =   1.00003488
 FH1007!UTM  15      -   0.99998553  x   0.99981072  =   0.99979625
 FH1007
 FH1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV6923423628(NAD 83)
 FH1007
 FH1007                          SUPERSEDED SURVEY CONTROL
 FH1007
 FH1007  NAD 83(1993)-  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
 FH1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1007.See file dsdata.pdf to determine how the superseded data were derived.
 FH1007
 FH1007_MARKER: 71 = BOUNDARY MONUMENT
 FH1007_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH1007_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH1007+SATELLITE: SATELLITE OBSERVATIONS - December 30, 2014
 FH1007
 FH1007  HISTORY     - Date     Condition        Report By
 FH1007  HISTORY     - 1877     FIRST OBSERVED   LOCSUR
 FH1007  HISTORY     - 19371028 GOOD             LOCSUR
 FH1007  HISTORY     - 20040508 GOOD             GEOCAC
 FH1007  HISTORY     - 20080825 GOOD             GEOCAC
 FH1007  HISTORY     - 20120116 GOOD             GEOCAC
 FH1007  HISTORY     - 20141230 GOOD             GEOCAC
 FH1007
 FH1007                          STATION DESCRIPTION
 FH1007
 FH1007'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1877
 FH1007'THIS TRAVERSE STATION IS AN OCTAGONAL IRON MONUMENT ABOUT 5 INCHES IN
 FH1007'DIAMETER AND PROJECTING ABOUT 2 FEET.  IT HAS AN IRON CAP COMING TO A
 FH1007'POINT IN THE MIDDLE.  IT IS ENGRAVED 1877 ON SOUTH FACE NO. 73 ON EAST
 FH1007'FACE, AND CHER ON WEST FACE.  IT IS IN A TRIANGLE FORMED BY A RAILROAD
 FH1007'TRACK FROM THE SOUTH CONNECTING INTO AN EAST-WEST TRACK WITH A Y.  IT
 FH1007'IS ABOUT 125 YARDS EAST OF RAILROAD STATION.  IT IS LEANING SOMEWHAT.
 FH1007'
 FH1007'IT IS ABOUT 5 MILES NORTH OF FORT SMITH, AND 5 MILES WEST OF VAN
 FH1007'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.
 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 MONUMENT
 FH1007'NO. 73.  THEY SAY THE GENERAL LAND OFFICE RECORDS CLEARLY STATE THAT
 FH1007'THE TRUE POINT IS IN THE MIDDLE OF A CREEK AND THE MONUMENT CONNECTED
 FH1007'TO STATION GREENWOOD IS A WITNESS POST AND IS 110 LINKS NORTH OF THE
 FH1007'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.
 FH1007
 FH1007                          STATION RECOVERY (2008)
 FH1007
 FH1007'RECOVERY NOTE BY GEOCACHING 2008 (MFM)
 FH1007'MARK IS AN IRON HEXAGONAL POST, A WITNESS POST TO THE TRUE STATE-LINE
 FH1007'110 LINKS SOUTH OF POST. RAILROAD WYE, RAILROAD STATION, AND LINE TO
 FH1007'THE SOUTH HAS BEEN REMOVED. E-W RAILROAD LINE IS UPRR.
 FH1007'
 FH1007'VERY HEAVY OVERGROWTH MAY PREVENT USABLE TIES TO STATION.
 FH1007
 FH1007                          STATION RECOVERY (2012)
 FH1007
 FH1007'RECOVERY NOTE BY GEOCACHING 2012 (CDH)
 FH1007'RECOVERED IN GOOD CONDITION.
 FH1007
 FH1007                          STATION RECOVERY (2014)
 FH1007
 FH1007'RECOVERY NOTE BY GEOCACHING 2014 (LPC)
 FH1007'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FH0985 ***********************************************************************
 FH0985  DESIGNATION -  BOUNDARY MON 8 AR OK
 FH0985  PID         -  FH0985
 FH0985  STATE/COUNTY-  AR/SEBASTIAN
 FH0985  COUNTRY     -  US
 FH0985  USGS QUAD   -  SOUTH FORT SMITH (2017)
 FH0985
 FH0985                         *CURRENT SURVEY CONTROL
 FH0985  ______________________________________________________________________
 FH0985* NAD 83(1997) POSITION- 35 16 24.37983(N) 094 26 08.59110(W)   ADJUSTED
 FH0985* NAVD 88 ORTHO HEIGHT -   145.    (meters)      476.    (feet) SCALED
 FH0985  ______________________________________________________________________
 FH0985  GEOID HEIGHT    -        -30.528 (meters)                     GEOID18
 FH0985  LAPLACE CORR    -          2.06  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0985.GEOID18 height accuracy estimate available here.
 FH0985
 FH0985.Click photographs - Photos may exist for this station.
 FH0985
 FH0985.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH0985
 FH0985. The following values were computed from the NAD 83(1997) position.
 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     -   0.99998202  x   0.99995056  =   0.99993258
 FH0985!SPC OK N     -   0.99998202  x   1.00006615  =   1.00004817
 FH0985!SPC OK S     -   0.99998202  x   1.00000817  =   0.99999019
 FH0985!UTM  15      -   0.99998202  x   0.99981013  =   0.99979215
 FH0985
 FH0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV6942004311(NAD 83)
 FH0985
 FH0985                          SUPERSEDED SURVEY CONTROL
 FH0985
 FH0985  NAD 83(1993)-  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
 FH0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0985.See file dsdata.pdf to determine how the superseded data were derived.
 FH0985
 FH0985_MARKER: 71 = BOUNDARY MONUMENT
 FH0985_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0985
 FH0985  HISTORY     - Date     Condition        Report By
 FH0985  HISTORY     - 1877     FIRST OBSERVED   LOCSUR
 FH0985
 FH0985                          STATION DESCRIPTION
 FH0985
 FH0985'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1877 (CAS)
 FH0985'THIS TRAVERSE STATION IS THE PEAK OF THE CONICAL CAP ON AN OCTAGONAL
 FH0985'IRON MONUMENT ABOUT 5 INCHES IN DIAMETER.  IT PROJECTS 3 FEET.  IT
 FH0985'CONTAINS THE CAST LETTERS CHOC ON THE WEST SIDE, 1877 ON SOUTH SIDE,
 FH0985'8M ON NORTH SIDE AND ARK ON EAST SIDE.  IT IS 1 FOOT WEST OF FENCE ON
 FH0985'EAST OF LANE, 43 FEET EAST OF AZIMUTH MARK, 26 FEET EAST OF FENCE ON
 FH0985'WEST OF LANE, 6 FEET WEST OF POWER LINE AND 37 FEET SOUTH OF FENCE ON
 FH0985'SOUTH SIDE OF YARD.  IT IS IN THE EAST BANK OF DITCH.
 FH0985'
 FH0985'IT IS 614.648 METERS SOUTH OF STATION GEORGE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EK0855 ***********************************************************************
 EK0855  DESIGNATION -  BOUNDARY MP 27 AR OK
 EK0855  PID         -  EK0855
 EK0855  STATE/COUNTY-  AR/SEBASTIAN
 EK0855  COUNTRY     -  US
 EK0855  USGS QUAD   -  BATES (2017)
 EK0855
 EK0855                         *CURRENT SURVEY CONTROL
 EK0855  ______________________________________________________________________
 EK0855* NAD 83(1997) POSITION- 34 59 53.70653(N) 094 26 43.49967(W)   ADJUSTED
 EK0855* NAVD 88 ORTHO HEIGHT -   797.    (meters)     2615.    (feet) SCALED
 EK0855  ______________________________________________________________________
 EK0855  GEOID HEIGHT    -        -31.216 (meters)                     GEOID18
 EK0855  LAPLACE CORR    -          2.77  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0855.GEOID18 height accuracy estimate available here.
 EK0855
 EK0855.Click photographs - Photos may exist for this station.
 EK0855
 EK0855.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0855
 EK0855. The following values were computed from the NAD 83(1997) position.
 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  =   0.99986767
 EK0855!SPC OK S     -   0.99987979  x   0.99996198  =   0.99984178
 EK0855!UTM  15      -   0.99987979  x   0.99981443  =   0.99969425
 EK0855
 EK0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU6809573803(NAD 83)
 EK0855
 EK0855                          SUPERSEDED SURVEY CONTROL
 EK0855
 EK0855  NAD 83(1993)-  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  USSD        -  34 59 53.43000(N)    094 26 42.76000(W) AD(       ) 3
 EK0855
 EK0855.Superseded values are not recommended for survey control.
 EK0855
 EK0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0855.See file dsdata.pdf to determine how the superseded data were derived.
 EK0855
 EK0855_MARKER: 71 = BOUNDARY MONUMENT
 EK0855_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EK0855+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2010
 EK0855
 EK0855  HISTORY     - Date     Condition        Report By
 EK0855  HISTORY     - 1919     FIRST OBSERVED   LOCSUR
 EK0855  HISTORY     - 1934     GOOD             CGS
 EK0855  HISTORY     - 1967     GOOD             USGS
 EK0855  HISTORY     - 20101107 GOOD             GEOCAC
 EK0855
 EK0855                          STATION DESCRIPTION
 EK0855
 EK0855'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1919 (CLG)
 EK0855'STATION IS 4 MILES SOUTHWEST FROM HARTFORD, 7 METERS (23 FEET) NORTH
 EK0855'OF THE ROCK ISLAND RAILROAD, AND 75 METERS (246 FEET) NORTH OF ROAD
 EK0855'LEADING FROM HARTFORD TO HOWE.
 EK0855'
 EK0855'MARK IS HEXAGONAL IRON POST ABOUT 4 INCHES IN DIAMETER AND 4 FEET
 EK0855'HIGH.
 EK0855'
 EK0855'A LARGE WHITE POST ON BOUNDARY LINE ON OPPOSITE SIDE OF RAILROAD IS
 EK0855'READILY SEEN.
 EK0855
 EK0855                          STATION RECOVERY (1934)
 EK0855
 EK0855'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CLG)
 EK0855'RECOVERED IN GOOD CONDITION.
 EK0855
 EK0855                          STATION RECOVERY (1967)
 EK0855
 EK0855'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (UNK)
 EK0855'RECOVERED IN GOOD CONDITION.
 EK0855
 EK0855                          STATION RECOVERY (2010)
 EK0855
 EK0855'RECOVERY NOTE BY GEOCACHING 2010 (LPC)
 EK0855'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0806 ***********************************************************************
 FF0806  DESIGNATION -  BOWMAN 2
 FF0806  PID         -  FF0806
 FF0806  STATE/COUNTY-  AR/CRAIGHEAD
 FF0806  COUNTRY     -  US
 FF0806  USGS QUAD   -  LAKE CITY (2017)
 FF0806
 FF0806                         *CURRENT SURVEY CONTROL
 FF0806  ______________________________________________________________________
 FF0806* NAD 83(1997) POSITION- 35 49 23.29433(N) 090 29 50.40772(W)   NO CHECK
 FF0806* NAVD 88 ORTHO HEIGHT -    72.    (meters)      236.    (feet) SCALED
 FF0806  ______________________________________________________________________
 FF0806  GEOID HEIGHT    -        -27.978 (meters)                     GEOID18
 FF0806  LAPLACE CORR    -         -1.08  (seconds)                    DEFLEC18
 FF0806  HORZ ORDER      -  THIRD
 FF0806
 FF0806.The horizontal coordinates were established by classical geodetic methods
 FF0806.and adjusted by the National Geodetic Survey in September 1999.
 FF0806
 FF0806.No horizontal observational check was made to the station.
 FF0806
 FF0806.The orthometric height was scaled from a topographic map.
 FF0806
 FF0806.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0806.GEOID18 height accuracy estimate available here.
 FF0806
 FF0806.Click photographs - Photos may exist for this station.
 FF0806
 FF0806.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF0806
 FF0806. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999308  x   0.99994460  =   0.99993768
 FF0806!UTM  15      -   0.99999308  x   1.00022989  =   1.00022297
 FF0806
 FF0806:                Primary Azimuth Mark                     Grid Az
 FF0806:SPC AR N     -  BOWMAN 2 AZ MK                           263 15 56.6
 FF0806:UTM  15      -  BOWMAN 2 AZ MK                           262 40 29.0
 FF0806
 FF0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV2608467223(NAD 83)
 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(1995)-  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
 FF0806.Superseded values are not recommended for survey control.
 FF0806
 FF0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0806.See file dsdata.pdf to determine how the superseded data were derived.
 FF0806
 FF0806_MARKER: DS = TRIANGULATION STATION DISK
 FF0806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0806_STAMPING: BOWMAN 2 1971
 FF0806_MARK LOGO: CGS
 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     - 20020731 POOR             USACE
 FF0806
 FF0806                          STATION DESCRIPTION
 FF0806
 FF0806'DESCRIBED 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 = MARCH 20, 2026 22:17:28 EDT
 FF0804 ***********************************************************************
 FF0804  DESIGNATION -  BOWMAN AZ MK
 FF0804  PID         -  FF0804
 FF0804  STATE/COUNTY-  AR/CRAIGHEAD
 FF0804  COUNTRY     -  US
 FF0804  USGS QUAD   -  NEEDHAM (2017)
 FF0804
 FF0804                         *CURRENT SURVEY CONTROL
 FF0804  ______________________________________________________________________
 FF0804* NAD 83(1986) POSITION- 35 49 21.     (N) 090 30 12.     (W)   SCALED
 FF0804* NAVD 88 ORTHO HEIGHT -    71.327 (meters)      234.01  (feet) POSTED
 FF0804  ______________________________________________________________________
 FF0804  GEOID HEIGHT    -        -27.974 (meters)                     GEOID18
 FF0804  DYNAMIC HEIGHT  -         71.27  (meters)      233.8   (feet) COMP
 FF0804  MODELED GRAVITY -    979,781.2   (mgal)                       NAVD 88
 FF0804
 FF0804  VERT ORDER      -  * POSTED, SEE BELOW
 FF0804
 FF0804.The horizontal coordinates were scaled from a 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
 FF0804.* This is a POSTED BENCH MARK height.
 FF0804
 FF0804.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0804.GEOID18 height accuracy estimate available here.
 FF0804
 FF0804.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV255671(NAD 83)
 FF0804
 FF0804                          SUPERSEDED SURVEY CONTROL
 FF0804
 FF0804  NGVD 29 (11/26/84)   71.262  (m)          233.80   (f) ADJUSTED    1 2
 FF0804
 FF0804.Superseded values are not recommended for survey control.
 FF0804
 FF0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0804.See file dsdata.pdf to determine how the superseded data were derived.
 FF0804
 FF0804_MARKER: DZ = AZIMUTH MARK DISK
 FF0804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0804_STAMPING: BOWMAN 1954
 FF0804_MARK LOGO: CGS
 FF0804_PROJECTION: PROJECTING 8 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0808 ***********************************************************************
 FF0808  DESIGNATION -  BOWMAN RM 1
 FF0808  PID         -  FF0808
 FF0808  STATE/COUNTY-  AR/CRAIGHEAD
 FF0808  COUNTRY     -  US
 FF0808  USGS QUAD   -  LAKE CITY (2017)
 FF0808
 FF0808                         *CURRENT SURVEY CONTROL
 FF0808  ______________________________________________________________________
 FF0808* NAD 83(1986) POSITION- 35 49 24.47   (N) 090 29 50.14   (W)   HD_HELD1
 FF0808* NAVD 88 ORTHO HEIGHT -    72.263 (meters)      237.08  (feet) POSTED
 FF0808  ______________________________________________________________________
 FF0808  GEOID HEIGHT    -        -27.979 (meters)                     GEOID18
 FF0808  DYNAMIC HEIGHT  -         72.20  (meters)      236.9   (feet) COMP
 FF0808  MODELED GRAVITY -    979,782.1   (mgal)                       NAVD 88
 FF0808
 FF0808  VERT ORDER      -  * POSTED, SEE BELOW
 FF0808
 FF0808.The horizontal coordinates were determined by differentially corrected
 FF0808.hand held GPS observations or other comparable positioning techniques
 FF0808.and have an estimated accuracy of +/- 3 meters.
 FF0808
 FF0808.The orthometric height was determined by differential leveling
 FF0808.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 FF0808
 FF0808.* This is a POSTED BENCH MARK height.
 FF0808
 FF0808.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0808.GEOID18 height accuracy estimate available here.
 FF0808
 FF0808.Click photographs - Photos may exist for this station.
 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     -   166,354.7     535,781.0     MT  (+/- 3 meters HH1 GPS) 
 FF0808
 FF0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV2609067259(NAD 83)
 FF0808
 FF0808                          SUPERSEDED SURVEY CONTROL
 FF0808
 FF0808  NGVD 29 (11/26/84)   72.198  (m)          236.87   (f) ADJUSTED    1 2
 FF0808
 FF0808.Superseded values are not recommended for survey control.
 FF0808
 FF0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0808.See file dsdata.pdf to determine how the superseded data were derived.
 FF0808
 FF0808_MARKER: DR = REFERENCE MARK DISK
 FF0808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0808_STAMPING: BOWMAN NO 1 1954
 FF0808_MARK LOGO: CGS
 FF0808_PROJECTION: PROJECTING 8 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1897 ***********************************************************************
 FF1897  DESIGNATION -  BOX ELDER
 FF1897  PID         -  FF1897
 FF1897  STATE/COUNTY-  AR/MISSISSIPPI
 FF1897  COUNTRY     -  US
 FF1897  USGS QUAD   -  MANILA NORTH (2017)
 FF1897
 FF1897                         *CURRENT SURVEY CONTROL
 FF1897  ______________________________________________________________________
 FF1897* NAD 83(1997) POSITION- 35 59 50.86684(N) 090 09 29.47361(W)   ADJUSTED
 FF1897* NAVD 88 ORTHO HEIGHT -    74.    (meters)      243.    (feet) SCALED
 FF1897  ______________________________________________________________________
 FF1897  GEOID HEIGHT    -        -28.238 (meters)                     GEOID18
 FF1897  LAPLACE CORR    -          0.25  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1897.GEOID18 height accuracy estimate available here.
 FF1897
 FF1897.Click photographs - Photos may exist for this station.
 FF1897
 FF1897.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1897
 FF1897. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999282  x   0.99996187  =   0.99995469
 FF1897!SPC MO E     -   0.99999282  x   0.99994503  =   0.99993785
 FF1897!UTM  15      -   0.99999282  x   1.00040866  =   1.00040147
 FF1897
 FF1897:                Primary Azimuth Mark                     Grid Az
 FF1897:SPC AR N     -  BOX ELDER AZ MK                          348 06 01.0
 FF1897:SPC MO E     -  BOX ELDER AZ MK                          348 58 16.1
 FF1897:UTM  15      -  BOX ELDER AZ MK                          347 30 03.0
 FF1897
 FF1897_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV5616687402(NAD 83)
 FF1897
 FF1897|---------------------------------------------------------------------|
 FF1897| PID    Reference Object                     Distance      Geod. Az  |
 FF1897|                                                           dddmmss.s |
 FF1897| GE0999 HORNERSVILLE MUNICIPAL TANK         APPROX. 6.5 KM 0412945.8 |
 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                                    3491019.3 |
 FF1897|---------------------------------------------------------------------|
 FF1897
 FF1897                          SUPERSEDED SURVEY CONTROL
 FF1897
 FF1897  NAD 83(1995)-  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
 FF1897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1897.See file dsdata.pdf to determine how the superseded data were derived.
 FF1897
 FF1897_MARKER: DS = TRIANGULATION STATION DISK
 FF1897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1897_STAMPING: BOX ELDER 1955
 FF1897_MARK LOGO: CGS
 FF1897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1897+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1495 ***********************************************************************
 DL1495  DESIGNATION -  BOX SPRINGS FIRE TOWER 97 AFC
 DL1495  PID         -  DL1495
 DL1495  STATE/COUNTY-  AR/COLUMBIA
 DL1495  COUNTRY     -  US
 DL1495  USGS QUAD   -  WALDO (2017)
 DL1495
 DL1495                         *CURRENT SURVEY CONTROL
 DL1495  ______________________________________________________________________
 DL1495* NAD 83(1997) POSITION- 33 15 52.53783(N) 093 21 26.81231(W)   ADJUSTED
 DL1495* NAVD 88 ORTHO HEIGHT -   123.    (meters)      404.    (feet) SCALED
 DL1495  ______________________________________________________________________
 DL1495  GEOID HEIGHT    -        -26.502 (meters)                     GEOID18
 DL1495  LAPLACE CORR    -          0.86  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1495.GEOID18 height accuracy estimate available here.
 DL1495
 DL1495.Click photographs - Photos may exist for this station.
 DL1495
 DL1495.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1495
 DL1495. The following values were computed from the NAD 83(1997) position.
 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     -   0.99998486  x   1.00000804  =   0.99999290
 DL1495!UTM  15      -   0.99998486  x   0.99961366  =   0.99959852
 DL1495
 DL1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS6670880677(NAD 83)
 DL1495
 DL1495                          SUPERSEDED SURVEY CONTROL
 DL1495
 DL1495  NAD 83(1993)-  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
 DL1495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1495.See file dsdata.pdf to determine how the superseded data were derived.
 DL1495
 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 = MARCH 20, 2026 22:17:28 EDT
 DK1028 ***********************************************************************
 DK1028  DESIGNATION -  BOYDELL
 DK1028  PID         -  DK1028
 DK1028  STATE/COUNTY-  AR/ASHLEY
 DK1028  COUNTRY     -  US
 DK1028  USGS QUAD   -  MONTROSE (2017)
 DK1028
 DK1028                         *CURRENT SURVEY CONTROL
 DK1028  ______________________________________________________________________
 DK1028* NAD 83(1986) POSITION- 33 21 37.     (N) 091 29 33.     (W)   SCALED
 DK1028* NAVD 88 ORTHO HEIGHT -    38.320 (meters)      125.72  (feet) ADJUSTED
 DK1028  ______________________________________________________________________
 DK1028  GEOID HEIGHT    -        -25.964 (meters)                     GEOID18
 DK1028  DYNAMIC HEIGHT  -         38.280 (meters)      125.59  (feet) COMP
 DK1028  MODELED GRAVITY -    979,589.9   (mgal)                       NAVD 88
 DK1028
 DK1028  VERT ORDER      -  FIRST     CLASS II
 DK1028
 DK1028.The horizontal coordinates were scaled from a map and have
 DK1028.an estimated accuracy of +/- 6 seconds.
 DK1028
 DK1028.The orthometric height was determined by differential leveling and
 DK1028.adjusted by the NATIONAL GEODETIC SURVEY
 DK1028.in June 1991.
 DK1028
 DK1028.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1028.GEOID18 height accuracy estimate available here.
 DK1028
 DK1028.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS402922(NAD 83)
 DK1028
 DK1028                          SUPERSEDED SURVEY CONTROL
 DK1028
 DK1028  NGVD 29 (11/26/84)   38.431  (m)          126.09   (f) ADJUSTED    1 2
 DK1028
 DK1028.Superseded values are not recommended for survey control.
 DK1028
 DK1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1028.See file dsdata.pdf to determine how the superseded data were derived.
 DK1028
 DK1028_MARKER: DD = SURVEY DISK
 DK1028_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1028_STAMPING: BOYDELL
 DK1028_MARK LOGO: USACE
 DK1028_MAGNETIC: P = MARKER IS A STEEL PIPE
 DK1028_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1028
 DK1028  HISTORY     - Date     Condition        Report By
 DK1028  HISTORY     - UNK      MONUMENTED       USACE
 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 DEPARTMENT OF TRANSPORTATION 2005 (VJB)
 DK1028'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GE1015 ***********************************************************************
 GE1015  DESIGNATION -  BOYDS
 GE1015  PID         -  GE1015
 GE1015  STATE/COUNTY-  AR/CLAY
 GE1015  COUNTRY     -  US
 GE1015  USGS QUAD   -  BOYDSVILLE (2017)
 GE1015
 GE1015                         *CURRENT SURVEY CONTROL
 GE1015  ______________________________________________________________________
 GE1015* NAD 83(1997) POSITION- 36 21 50.06661(N) 090 24 20.06709(W)   ADJUSTED
 GE1015* NAVD 88 ORTHO HEIGHT -   137.    (meters)      449.    (feet) SCALED
 GE1015  ______________________________________________________________________
 GE1015  GEOID HEIGHT    -        -28.595 (meters)                     GEOID18
 GE1015  LAPLACE CORR    -         -0.30  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE1015.GEOID18 height accuracy estimate available here.
 GE1015
 GE1015.Click photographs - Photos may exist for this station.
 GE1015
 GE1015.The Laplace correction was computed from DEFLEC18 derived deflections.
 GE1015
 GE1015. The following values were computed from the NAD 83(1997) position.
 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  =   1.00001140
 GE1015!UTM  15      -   0.99998299  x   1.00026764  =   1.00025062
 GE1015
 GE1015:                Primary Azimuth Mark                     Grid Az
 GE1015:SPC AR N     -  BOYDS AZ MK                              216 23 41.4
 GE1015:UTM  15      -  BOYDS AZ MK                              215 47 01.3
 GE1015
 GE1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA3277427438(NAD 83)
 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                                        2171921.5 |
 GE1015| CI3069 BOYDS RM 2                           22.769 METERS 21946     |
 GE1015| GE1019 CORNING MUNICIPAL TANK              APPROX.16.4 KM 2884933.5 |
 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
 GE1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1015.See file dsdata.pdf to determine how the superseded data were derived.
 GE1015
 GE1015_MARKER: DS = TRIANGULATION STATION DISK
 GE1015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE1015_STAMPING: BOYDS 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 = MARCH 20, 2026 22:17:28 EDT
 FF1835 ***********************************************************************
 FF1835  DESIGNATION -  BRADFORD
 FF1835  PID         -  FF1835
 FF1835  STATE/COUNTY-  AR/WHITE
 FF1835  COUNTRY     -  US
 FF1835  USGS QUAD   -  BRADFORD (2017)
 FF1835
 FF1835                         *CURRENT SURVEY CONTROL
 FF1835  ______________________________________________________________________
 FF1835* NAD 83(1997) POSITION- 35 24 26.70307(N) 091 28 02.00601(W)   ADJUSTED
 FF1835* NAVD 88 ORTHO HEIGHT -    82.    (meters)      269.    (feet) SCALED
 FF1835  ______________________________________________________________________
 FF1835  GEOID HEIGHT    -        -27.288 (meters)                     GEOID18
 FF1835  LAPLACE CORR    -         -1.20  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1835.GEOID18 height accuracy estimate available here.
 FF1835
 FF1835.Click photographs - Photos may exist for this station.
 FF1835
 FF1835.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1835
 FF1835. The following values were computed from the NAD 83(1997) position.
 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  =   0.99983012
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV3917719304(NAD 83)
 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
 FF1835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1835.See file dsdata.pdf to determine how the superseded data were derived.
 FF1835
 FF1835_MARKER: DS = TRIANGULATION STATION DISK
 FF1835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1835_STAMPING: BRADFORD 1954
 FF1835_MARK LOGO: CGS
 FF1835_PROJECTION: FLUSH
 FF1835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1835+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1836 ***********************************************************************
 FF1836  DESIGNATION -  BRADFORD MUNICIPAL TANK
 FF1836  PID         -  FF1836
 FF1836  STATE/COUNTY-  AR/WHITE
 FF1836  COUNTRY     -  US
 FF1836  USGS QUAD   -  BRADFORD (2017)
 FF1836
 FF1836                         *CURRENT SURVEY CONTROL
 FF1836  ______________________________________________________________________
 FF1836* NAD 83(1997) POSITION- 35 25 32.35847(N) 091 27 27.38736(W)   ADJUSTED
 FF1836  ______________________________________________________________________
 FF1836  GEOID HEIGHT    -        -27.284 (meters)                     GEOID18
 FF1836  LAPLACE CORR    -         -1.28  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1836.GEOID18 height accuracy estimate available here.
 FF1836
 FF1836.Click photographs - Photos may exist for this station.
 FF1836
 FF1836.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1836
 FF1836. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV4001821340(NAD 83)
 FF1836
 FF1836                          SUPERSEDED SURVEY CONTROL
 FF1836
 FF1836  NAD 83(1986)-  35 25 32.37015(N)    091 27 27.38633(W) AD(       ) 3
 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
 FF1836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1836.See file dsdata.pdf to determine how the superseded data were derived.
 FF1836
 FF1836_MARKER: 51 = TANK
 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 = MARCH 20, 2026 22:17:28 EDT
 DL0784 ***********************************************************************
 DL0784  DESIGNATION -  BRADLEY
 DL0784  PID         -  DL0784
 DL0784  STATE/COUNTY-  AR/LAFAYETTE
 DL0784  COUNTRY     -  US
 DL0784  USGS QUAD   -  CANFIELD (2017)
 DL0784
 DL0784                         *CURRENT SURVEY CONTROL
 DL0784  ______________________________________________________________________
 DL0784* NAD 83(1997) POSITION- 33 07 36.88703(N) 093 38 50.00882(W)   ADJUSTED
 DL0784* NAVD 88 ORTHO HEIGHT -    75.968 (meters)      249.24  (feet) ADJUSTED
 DL0784  ______________________________________________________________________
 DL0784  GEOID HEIGHT    -        -26.488 (meters)                     GEOID18
 DL0784  LAPLACE CORR    -          0.73  (seconds)                    DEFLEC18
 DL0784  DYNAMIC HEIGHT  -         75.885 (meters)      248.97  (feet) COMP
 DL0784  MODELED GRAVITY -    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 and
 DL0784.adjusted by the NATIONAL GEODETIC SURVEY
 DL0784.in June 1991.
 DL0784
 DL0784.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0784.GEOID18 height accuracy estimate available here.
 DL0784
 DL0784.Click photographs - Photos may exist for this station.
 DL0784
 DL0784.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999223  x   1.00004288  =   1.00003511
 DL0784!SPC LA N     -   0.99999223  x   1.00013739  =   1.00012962
 DL0784!UTM  15      -   0.99999223  x   0.99964494  =   0.99963717
 DL0784
 DL0784:                Primary Azimuth Mark                     Grid Az
 DL0784:SPC AR S     -  BRADLEY AZ MK                            194 58 45.2
 DL0784:SPC LA N     -  BRADLEY AZ MK                            194 39 49.7
 DL0784:UTM  15      -  BRADLEY AZ MK                            194 24 39.6
 DL0784
 DL0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS3962565543(NAD 83)
 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(1993)-  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  NGVD 29              76.02   (m)          249.4    (f) LEVELING    3  
 DL0784
 DL0784.Superseded values are not recommended for survey control.
 DL0784
 DL0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0784.See file dsdata.pdf to determine how the superseded data were derived.
 DL0784
 DL0784_MARKER: DS = TRIANGULATION STATION DISK
 DL0784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0784_STAMPING: BRADLEY 1950
 DL0784_MARK LOGO: CGS
 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             CGS
 DL0784  HISTORY     - 1963     GOOD             CGS
 DL0784  HISTORY     - 1963     GOOD             CGS
 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 COAST AND 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 COAST AND GEODETIC SURVEY 1963
 DL0784'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0785 ***********************************************************************
 DL0785  DESIGNATION -  BRADLEY AZ MK
 DL0785  PID         -  DL0785
 DL0785  STATE/COUNTY-  AR/LAFAYETTE
 DL0785  COUNTRY     -  US
 DL0785  USGS QUAD   -  BRADLEY (2017)
 DL0785
 DL0785                         *CURRENT SURVEY CONTROL
 DL0785  ______________________________________________________________________
 DL0785* NAD 83(1986) POSITION- 33 07 10.     (N) 093 38 58.     (W)   SCALED
 DL0785* NAVD 88 ORTHO HEIGHT -    76.584 (meters)      251.26  (feet) ADJUSTED
 DL0785  ______________________________________________________________________
 DL0785  GEOID HEIGHT    -        -26.480 (meters)                     GEOID18
 DL0785  DYNAMIC HEIGHT  -         76.501 (meters)      250.99  (feet) COMP
 DL0785  MODELED GRAVITY -    979,553.1   (mgal)                       NAVD 88
 DL0785
 DL0785  VERT ORDER      -  FIRST     CLASS II
 DL0785
 DL0785.The horizontal coordinates were scaled from a map and have
 DL0785.an estimated accuracy of +/- 6 seconds.
 DL0785
 DL0785.The orthometric height was determined by differential leveling and
 DL0785.adjusted by the NATIONAL GEODETIC SURVEY
 DL0785.in June 1991.
 DL0785
 DL0785.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0785.GEOID18 height accuracy estimate available here.
 DL0785
 DL0785.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS394647(NAD 83)
 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
 DL0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0785.See file dsdata.pdf to determine how the superseded data were derived.
 DL0785
 DL0785_MARKER: DZ = AZIMUTH MARK DISK
 DL0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0785_STAMPING: BRADLEY 1950
 DL0785_MARK LOGO: CGS
 DL0785_PROJECTION: PROJECTING 5 CENTIMETERS
 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             CGS
 DL0785  HISTORY     - 1963     GOOD             CGS
 DL0785
 DL0785                          STATION DESCRIPTION
 DL0785
 DL0785'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 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 COAST AND GEODETIC SURVEY 1963
 DL0785'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL1520 ***********************************************************************
 DL1520  DESIGNATION -  BRADLEY WAREHOUSE CO WATER TK
 DL1520  PID         -  DL1520
 DL1520  STATE/COUNTY-  AR/LAFAYETTE
 DL1520  COUNTRY     -  US
 DL1520  USGS QUAD   -  BRADLEY (2017)
 DL1520
 DL1520                         *CURRENT SURVEY CONTROL
 DL1520  ______________________________________________________________________
 DL1520* NAD 83(1997) POSITION- 33 05 47.30801(N) 093 39 15.83244(W)   ADJUSTED
 DL1520  ______________________________________________________________________
 DL1520  GEOID HEIGHT    -        -26.456 (meters)                     GEOID18
 DL1520  LAPLACE CORR    -          0.79  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1520.GEOID18 height accuracy estimate available here.
 DL1520
 DL1520.Click photographs - Photos may exist for this station.
 DL1520
 DL1520.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1520
 DL1520. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS3893462172(NAD 83)
 DL1520
 DL1520                          SUPERSEDED SURVEY CONTROL
 DL1520
 DL1520  NAD 83(1993)-  33 05 47.31757(N)    093 39 15.82196(W) AD(       ) 3
 DL1520  NAD 83(1986)-  33 05 47.31855(N)    093 39 15.82136(W) AD(       ) 3
 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
 DL1520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1520.See file dsdata.pdf to determine how the superseded data were derived.
 DL1520
 DL1520_MARKER: 53 = ELEVATED TANK
 DL1520_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1520+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2010
 DL1520
 DL1520  HISTORY     - Date     Condition        Report By
 DL1520  HISTORY     - 1950     FIRST OBSERVED   CGS
 DL1520  HISTORY     - 20101204 GOOD             GEOCAC
 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 (2010)
 DL1520
 DL1520'RECOVERY NOTE BY GEOCACHING 2010 (JA)
 DL1520'TOWER IS STILL STANDING AT THE POSTED COORDINATES.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0828 ***********************************************************************
 GF0828  DESIGNATION -  BRADSHAW
 GF0828  PID         -  GF0828
 GF0828  STATE/COUNTY-  AR/CARROLL
 GF0828  COUNTRY     -  US
 GF0828  USGS QUAD   -  GREEN FOREST (2017)
 GF0828
 GF0828                         *CURRENT SURVEY CONTROL
 GF0828  ______________________________________________________________________
 GF0828* NAD 83(1997) POSITION- 36 17 28.57780(N) 093 26 12.90915(W)   ADJUSTED
 GF0828* NAVD 88 ORTHO HEIGHT -   619.7   (meters)     2033.    (feet) VERTCON3
 GF0828  ______________________________________________________________________
 GF0828  GEOID HEIGHT    -        -28.172 (meters)                     GEOID18
 GF0828  LAPLACE CORR    -         -0.50  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0828.GEOID18 height accuracy estimate available here.
 GF0828
 GF0828.Click photographs - Photos may exist for this station.
 GF0828
 GF0828.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0828
 GF0828. The following values were computed from the NAD 83(1997) position.
 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     -   0.99990717  x   1.00001197  =   0.99991914
 GF0828!UTM  15      -   0.99990717  x   0.99961896  =   0.99952616
 GF0828
 GF0828:                Primary Azimuth Mark                     Grid Az
 GF0828:SPC AR N     -  BRADSHAW AZ MK                           279 21 50.3
 GF0828:UTM  15      -  BRADSHAW AZ MK                           278 47 11.2
 GF0828
 GF0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA6076616344(NAD 83)
 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(1993)-  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
 GF0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0828.See file dsdata.pdf to determine how the superseded data were derived.
 GF0828
 GF0828_MARKER: DS = TRIANGULATION STATION DISK
 GF0828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0828_STAMPING: BRADSHAW 1961
 GF0828_MARK LOGO: CGS
 GF0828_PROJECTION: FLUSH
 GF0828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0828+STABILITY: SURFACE MOTION
 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 DEPARTMENT OF TRANSPORTATION 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 = MARCH 20, 2026 22:17:28 EDT
 DL1410 ***********************************************************************
 DL1410  DESIGNATION -  BRAGG RESET
 DL1410  PID         -  DL1410
 DL1410  STATE/COUNTY-  AR/OUACHITA
 DL1410  COUNTRY     -  US
 DL1410  USGS QUAD   -  CAMDEN SW (2017)
 DL1410
 DL1410                         *CURRENT SURVEY CONTROL
 DL1410  ______________________________________________________________________
 DL1410* NAD 83(1997) POSITION- 33 33 27.74980(N) 092 59 02.20009(W)   ADJUSTED
 DL1410* NAVD 88 ORTHO HEIGHT -    76.80  (+/-2cm)      252.0   (feet) VERTCON3
 DL1410  ______________________________________________________________________
 DL1410  GEOID HEIGHT    -        -26.374 (meters)                     GEOID18
 DL1410  LAPLACE CORR    -          1.03  (seconds)                    DEFLEC18
 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
 DL1410.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1410.GEOID18 height accuracy estimate available here.
 DL1410
 DL1410.The vertical order pertains to the NGVD 29 superseded value.
 DL1410
 DL1410.Click photographs - Photos may exist for this station.
 DL1410
 DL1410.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1410
 DL1410. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 DL1410:SPC AR S     -  ECORE                                    053 44 09.6
 DL1410:UTM  15      -  ECORE                                    053 10 35.1
 DL1410
 DL1410_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT0149013117(NAD 83)
 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(1993)-  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              76.82   (m)          252.0    (f) LEVELING    3  
 DL1410
 DL1410.Superseded values are not recommended for survey control.
 DL1410
 DL1410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1410.See file dsdata.pdf to determine how the superseded data were derived.
 DL1410
 DL1410_MARKER: DS = TRIANGULATION STATION DISK
 DL1410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1410_STAMPING: BRAGG 1950 1960
 DL1410_MARK LOGO: CGS
 DL1410_PROJECTION: PROJECTING 15 CENTIMETERS
 DL1410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1410+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DQ3536 ***********************************************************************
 DQ3536  DESIGNATION -  BRAMLETT
 DQ3536  PID         -  DQ3536
 DQ3536  STATE/COUNTY-  AR/VAN BUREN
 DQ3536  COUNTRY     -  US
 DQ3536  USGS QUAD   -  BOTKINBURG (2017)
 DQ3536
 DQ3536                         *CURRENT SURVEY CONTROL
 DQ3536  ______________________________________________________________________
 DQ3536* NAD 83(1986) POSITION- 35 41 45.87   (N) 092 30 56.99   (W)   HD_HELD1
 DQ3536* NAVD 88 ORTHO HEIGHT -   387.968 (meters)     1272.86  (feet) ADJUSTED
 DQ3536  ______________________________________________________________________
 DQ3536  GEOID HEIGHT    -        -27.883 (meters)                     GEOID18
 DQ3536  DYNAMIC HEIGHT  -        387.603 (meters)     1271.66  (feet) COMP
 DQ3536  MODELED GRAVITY -    979,679.7   (mgal)                       NAVD 88
 DQ3536
 DQ3536  VERT ORDER      -  SECOND    CLASS I
 DQ3536
 DQ3536.The horizontal coordinates were determined by differentially corrected
 DQ3536.hand held GPS observations or other comparable positioning techniques
 DQ3536.and have an estimated accuracy of +/- 3 meters.
 DQ3536
 DQ3536.The orthometric height was determined by differential leveling and
 DQ3536.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3536.in January 2017.
 DQ3536
 DQ3536.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3536.GEOID18 height accuracy estimate available here.
 DQ3536
 DQ3536.Click photographs - Photos may exist for this station.
 DQ3536
 DQ3536.The dynamic height is computed by dividing the NAVD 88
 DQ3536.geopotential number by the normal gravity value computed on the
 DQ3536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3536.degrees latitude (g = 980.6199 gals.).
 DQ3536
 DQ3536.The modeled gravity was interpolated from observed gravity values.
 DQ3536
 DQ3536;                    North         East    Units  Estimated Accuracy
 DQ3536;SPC AR N     -   151,307.3     353,316.1     MT  (+/- 3 meters HH1 GPS) 
 DQ3536
 DQ3536_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV4380450347(NAD 83)
 DQ3536
 DQ3536                          SUPERSEDED SURVEY CONTROL
 DQ3536
 DQ3536.No superseded survey control is available for this station.
 DQ3536
 DQ3536_MARKER: DB = BENCH MARK DISK
 DQ3536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3536_STAMPING: BRAMLETT 2015
 DQ3536_MARK LOGO: ARHD
 DQ3536_PROJECTION: FLUSH
 DQ3536_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DQ3536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3536+STABILITY: SURFACE MOTION
 DQ3536_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3536+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2015
 DQ3536
 DQ3536  HISTORY     - Date     Condition        Report By
 DQ3536  HISTORY     - 20151026 MONUMENTED       ARHD
 DQ3536
 DQ3536                          STATION DESCRIPTION
 DQ3536
 DQ3536'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 DQ3536'THE STATION IS LOCATED ABOUT 7.9 MI (12.7 KM) NORTH-NORTHWEST OF
 DQ3536'CLINTON, 6.1 MI (9.8 KM) WEST-SOUTHWEST OF OLD LEXINGTON AND IN THE
 DQ3536'TOWN OF BOTKINBURG, AR.
 DQ3536'
 DQ3536'IN BOTKINBURG, AT THE BOTKINBURG BAPTIST CHURCH AT THE INTERSECTION OF
 DQ3536'US HIGHWAY 65 AND STATE HIGHWAY 110 WEST OF THAT INTERSECTION.
 DQ3536'
 DQ3536'IT IS 2 FT (0.6 M) SOUTH OF A CHAIN LINK FENCE CORNER AND WITNESS
 DQ3536'POST, 120 FT (36.6 M) WEST OF HIGHWAY 65 AND HIGHWAY 110 INTERSECTION,
 DQ3536'78 FT (23.8 M) SOUTH OF THE SOUTH EAST CORNER OF A WOOD FRAME CHURCH
 DQ3536'BUILDING AND 66 FT (20.1 M) SOUTHWEST OF A COMBINATION POLE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1934 ***********************************************************************
 FF1934  DESIGNATION -  BRANCH
 FF1934  PID         -  FF1934
 FF1934  STATE/COUNTY-  AR/MISSISSIPPI
 FF1934  COUNTRY     -  US
 FF1934  USGS QUAD   -  PECAN POINT (2017)
 FF1934
 FF1934                         *CURRENT SURVEY CONTROL
 FF1934  ______________________________________________________________________
 FF1934* NAD 83(1997) POSITION- 35 27 41.12571(N) 090 01 29.33489(W)   ADJUSTED
 FF1934* NAVD 88 ORTHO HEIGHT -    70.    (meters)      230.    (feet) SCALED
 FF1934  ______________________________________________________________________
 FF1934  GEOID HEIGHT    -        -27.494 (meters)                     GEOID18
 FF1934  LAPLACE CORR    -          1.42  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1934.GEOID18 height accuracy estimate available here.
 FF1934
 FF1934.Click photographs - Photos may exist for this station.
 FF1934
 FF1934.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1934
 FF1934. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6999728284(NAD 83)
 FF1934
 FF1934                          SUPERSEDED SURVEY CONTROL
 FF1934
 FF1934  NAD 83(1995)-  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
 FF1934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1934.See file dsdata.pdf to determine how the superseded data were derived.
 FF1934
 FF1934_MARKER: DS = TRIANGULATION STATION DISK
 FF1934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1934_STAMPING: BRANCH 1929
 FF1934_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1660 ***********************************************************************
 FG1660  DESIGNATION -  BRANDENBURG MT
 FG1660  PID         -  FG1660
 FG1660  STATE/COUNTY-  AR/IZARD
 FG1660  COUNTRY     -  US
 FG1660  USGS QUAD   -  SYLAMORE (2017)
 FG1660
 FG1660                         *CURRENT SURVEY CONTROL
 FG1660  ______________________________________________________________________
 FG1660* NAD 83(1997) POSITION- 35 59 05.00151(N) 092 02 44.71966(W)   ADJUSTED
 FG1660* NAVD 88 ORTHO HEIGHT -   335.    (meters)     1099.    (feet) SCALED
 FG1660  ______________________________________________________________________
 FG1660  GEOID HEIGHT    -        -27.831 (meters)                     GEOID18
 FG1660  LAPLACE CORR    -          0.62  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1660.GEOID18 height accuracy estimate available here.
 FG1660
 FG1660.Click photographs - Photos may exist for this station.
 FG1660
 FG1660.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1660
 FG1660. The following values were computed from the NAD 83(1997) position.
 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  =   0.99991208
 FG1660!UTM  15      -   0.99995177  x   0.99969118  =   0.99964297
 FG1660
 FG1660:                Primary Azimuth Mark                     Grid Az
 FG1660:SPC AR N     -  IRON MOUNTAIN LOOKOUT TOWER              169 22 34.6
 FG1660:UTM  15      -  IRON MOUNTAIN LOOKOUT TOWER              168 47 20.1
 FG1660
 FG1660_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV8602182674(NAD 83)
 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
 FG1660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1660.See file dsdata.pdf to determine how the superseded data were derived.
 FG1660
 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       USACE
 FG1660
 FG1660                          STATION DESCRIPTION
 FG1660
 FG1660'DESCRIBED BY US ARMY CORPS OF 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 = MARCH 20, 2026 22:17:28 EDT
 FG1718 ***********************************************************************
 FG1718  DESIGNATION -  BRANNON
 FG1718  PID         -  FG1718
 FG1718  STATE/COUNTY-  AR/FAULKNER
 FG1718  COUNTRY     -  US
 FG1718  USGS QUAD   -  GUY (2017)
 FG1718
 FG1718                         *CURRENT SURVEY CONTROL
 FG1718  ______________________________________________________________________
 FG1718* NAD 83(1997) POSITION- 35 16 29.19833(N) 092 21 43.02451(W)   ADJUSTED
 FG1718* NAVD 88 ORTHO HEIGHT -   212.    (meters)      696.    (feet) SCALED
 FG1718  ______________________________________________________________________
 FG1718  GEOID HEIGHT    -        -27.965 (meters)                     GEOID18
 FG1718  LAPLACE CORR    -          2.27  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1718.GEOID18 height accuracy estimate available here.
 FG1718
 FG1718.Click photographs - Photos may exist for this station.
 FG1718
 FG1718.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1718
 FG1718. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV5802803702(NAD 83)
 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
 FG1718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1718.See file dsdata.pdf to determine how the superseded data were derived.
 FG1718
 FG1718_MARKER: DS = TRIANGULATION STATION DISK
 FG1718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1718_STAMPING: BRANNON 1940
 FG1718_MARK LOGO: CGS
 FG1718_PROJECTION: RECESSED 30 CENTIMETERS
 FG1718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1718+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1118 ***********************************************************************
 EH1118  DESIGNATION -  BRASFIELD
 EH1118  PID         -  EH1118
 EH1118  STATE/COUNTY-  AR/PRAIRIE
 EH1118  COUNTRY     -  US
 EH1118  USGS QUAD   -  DE VALLS BLUFF (2017)
 EH1118
 EH1118                         *CURRENT SURVEY CONTROL
 EH1118  ______________________________________________________________________
 EH1118* NAD 83(1997) POSITION- 34 49 54.24173(N) 091 22 54.38650(W)   ADJUSTED
 EH1118* NAVD 88 ORTHO HEIGHT -    58.002 (meters)      190.29  (feet) POSTED
 EH1118  ______________________________________________________________________
 EH1118  GEOID HEIGHT    -        -26.958 (meters)                     GEOID18
 EH1118  LAPLACE CORR    -          0.92  (seconds)                    DEFLEC18
 EH1118  DYNAMIC HEIGHT  -         57.95  (meters)      190.1   (feet) COMP
 EH1118  MODELED GRAVITY -    979,703.6   (mgal)                       NAVD 88
 EH1118
 EH1118  HORZ ORDER      -  FIRST
 EH1118  VERT ORDER      -  * POSTED, 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
 EH1118.* This is a POSTED BENCH MARK height.
 EH1118
 EH1118.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1118.GEOID18 height accuracy estimate available here.
 EH1118
 EH1118.Click photographs - Photos may exist for this station.
 EH1118
 EH1118.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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;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     -   0.99999513  x   1.00001516  =   1.00001029
 EH1118!UTM  15      -   0.99999513  x   0.99986988  =   0.99986501
 EH1118
 EH1118:                Primary Azimuth Mark                     Grid Az
 EH1118:SPC AR S     -  BISCOE RESET                             239 13 40.0
 EH1118:UTM  15      -  BISCOE RESET                             238 38 57.7
 EH1118
 EH1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU4797455576(NAD 83)
 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  USSD        -  34 49 54.05400(N)    091 22 53.62600(W) AD(       ) 3
 EH1118  NGVD 29              57.95   (m)          190.1    (f) LEVELING    3  
 EH1118  NGVD 29 (11/26/84)   57.946  (m)          190.11   (f) ADJUSTED    1 2
 EH1118
 EH1118.Superseded values are not recommended for survey control.
 EH1118
 EH1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1118.See file dsdata.pdf to determine how the superseded data were derived.
 EH1118
 EH1118_MARKER: DS = TRIANGULATION STATION DISK
 EH1118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1118_STAMPING: BRASFIELD 1916 BM 1920
 EH1118_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1120 ***********************************************************************
 EH1120  DESIGNATION -  BRASFIELD RM
 EH1120  PID         -  EH1120
 EH1120  STATE/COUNTY-  AR/PRAIRIE
 EH1120  COUNTRY     -  US
 EH1120  USGS QUAD   -  DE VALLS BLUFF (2017)
 EH1120
 EH1120                         *CURRENT SURVEY CONTROL
 EH1120  ______________________________________________________________________
 EH1120* NAD 83(1986) POSITION- 34 49 54.38   (N) 091 22 54.64   (W)   HD_HELD1
 EH1120* NAVD 88 ORTHO HEIGHT -    55.837 (meters)      183.19  (feet) ADJUSTED
 EH1120  ______________________________________________________________________
 EH1120  GEOID HEIGHT    -        -26.958 (meters)                     GEOID18
 EH1120  DYNAMIC HEIGHT  -         55.785 (meters)      183.02  (feet) COMP
 EH1120  MODELED GRAVITY -    979,703.6   (mgal)                       NAVD 88
 EH1120
 EH1120  VERT ORDER      -  SECOND    CLASS I
 EH1120
 EH1120.The horizontal coordinates were determined by differentially corrected
 EH1120.hand held GPS observations or other comparable positioning techniques
 EH1120.and have an estimated accuracy of +/- 3 meters.
 EH1120
 EH1120.The orthometric height was determined by differential leveling and
 EH1120.adjusted by the NATIONAL GEODETIC SURVEY
 EH1120.in June 2022.
 EH1120
 EH1120.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1120.GEOID18 height accuracy estimate available here.
 EH1120
 EH1120.Click photographs - Photos may exist for this station.
 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     -   640,317.3     456,546.1     MT  (+/- 3 meters HH1 GPS) 
 EH1120
 EH1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU4796755581(NAD 83)
 EH1120
 EH1120                          SUPERSEDED SURVEY CONTROL
 EH1120
 EH1120  NAVD 88 (06/15/91)   55.840  (m)          183.20   (f) SUPERSEDED  1 2
 EH1120  NGVD 29 (11/26/84)   55.841  (m)          183.21   (f) ADJUSTED    1 2
 EH1120
 EH1120.Superseded values are not recommended for survey control.
 EH1120
 EH1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1120.See file dsdata.pdf to determine how the superseded data were derived.
 EH1120
 EH1120_MARKER: DR = REFERENCE MARK DISK
 EH1120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1120_STAMPING: RM 2 1916 1920
 EH1120_MARK LOGO: CGS
 EH1120_PROJECTION: RECESSED 25 CENTIMETERS
 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'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 = MARCH 20, 2026 22:17:28 EDT
 EH1119 ***********************************************************************
 EH1119  DESIGNATION -  BRASFIELD RM 1
 EH1119  PID         -  EH1119
 EH1119  STATE/COUNTY-  AR/PRAIRIE
 EH1119  COUNTRY     -  US
 EH1119  USGS QUAD   -  DE VALLS BLUFF (2017)
 EH1119
 EH1119                         *CURRENT SURVEY CONTROL
 EH1119  ______________________________________________________________________
 EH1119* NAD 83(1986) POSITION- 34 49 54.14   (N) 091 22 55.30   (W)   HD_HELD1
 EH1119* NAVD 88 ORTHO HEIGHT -    56.162 (meters)      184.26  (feet) ADJUSTED
 EH1119  ______________________________________________________________________
 EH1119  GEOID HEIGHT    -        -26.958 (meters)                     GEOID18
 EH1119  DYNAMIC HEIGHT  -         56.109 (meters)      184.08  (feet) COMP
 EH1119  MODELED GRAVITY -    979,703.6   (mgal)                       NAVD 88
 EH1119
 EH1119  VERT ORDER      -  FIRST     CLASS II
 EH1119
 EH1119.The horizontal coordinates were determined by differentially corrected
 EH1119.hand held GPS observations or other comparable positioning techniques
 EH1119.and have an estimated accuracy of +/- 3 meters.
 EH1119
 EH1119.The orthometric height was determined by differential leveling and
 EH1119.adjusted by the NATIONAL GEODETIC SURVEY
 EH1119.in June 1991.
 EH1119
 EH1119.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1119.GEOID18 height accuracy estimate available here.
 EH1119
 EH1119.Click photographs - Photos may exist for this station.
 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     -   640,309.8     456,529.3     MT  (+/- 3 meters HH1 GPS) 
 EH1119
 EH1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU4795155573(NAD 83)
 EH1119
 EH1119                          SUPERSEDED SURVEY CONTROL
 EH1119
 EH1119  NGVD 29 (11/26/84)   56.163  (m)          184.26   (f) ADJUSTED    1 2
 EH1119
 EH1119.Superseded values are not recommended for survey control.
 EH1119
 EH1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1119.See file dsdata.pdf to determine how the superseded data were derived.
 EH1119
 EH1119_MARKER: DR = REFERENCE MARK DISK
 EH1119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1119_STAMPING: BRASFIELD RM 1 1916 1920
 EH1119_MARK LOGO: CGS
 EH1119_PROJECTION: PROJECTING 3 CENTIMETERS
 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'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 = MARCH 20, 2026 22:17:28 EDT
 EH0957 ***********************************************************************
 EH0957  DESIGNATION -  BRAT
 EH0957  PID         -  EH0957
 EH0957  STATE/COUNTY-  AR/ST FRANCIS
 EH0957  COUNTRY     -  US
 EH0957  USGS QUAD   -  PALESTINE (2017)
 EH0957
 EH0957                         *CURRENT SURVEY CONTROL
 EH0957  ______________________________________________________________________
 EH0957* NAD 83(1986) POSITION- 34 58 24.     (N) 090 54 06.     (W)   SCALED
 EH0957* NAVD 88 ORTHO HEIGHT -    64.216 (meters)      210.68  (feet) ADJUSTED
 EH0957  ______________________________________________________________________
 EH0957  GEOID HEIGHT    -        -26.880 (meters)                     GEOID18
 EH0957  DYNAMIC HEIGHT  -         64.157 (meters)      210.49  (feet) COMP
 EH0957  MODELED GRAVITY -    979,726.5   (mgal)                       NAVD 88
 EH0957
 EH0957  VERT ORDER      -  FIRST     CLASS II
 EH0957
 EH0957.The horizontal coordinates were scaled from a map and have
 EH0957.an estimated accuracy of +/- 6 seconds.
 EH0957
 EH0957.The orthometric height was determined by differential leveling and
 EH0957.adjusted by the NATIONAL GEODETIC SURVEY
 EH0957.in June 1991.
 EH0957
 EH0957.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0957.GEOID18 height accuracy estimate available here.
 EH0957
 EH0957.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU915720(NAD 83)
 EH0957
 EH0957                          SUPERSEDED SURVEY CONTROL
 EH0957
 EH0957  NGVD 29 (11/26/84)   64.208  (m)          210.66   (f) ADJUSTED    1 2
 EH0957
 EH0957.Superseded values are not recommended for survey control.
 EH0957
 EH0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0957.See file dsdata.pdf to determine how the superseded data were derived.
 EH0957
 EH0957_MARKER: DD = SURVEY DISK
 EH0957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0957_STAMPING: M-13-51-5 BRAT MEMPHIS DIST 1951
 EH0957_MARK LOGO: USACE
 EH0957_PROJECTION: PROJECTING 8 CENTIMETERS
 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       USACE
 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'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 = MARCH 20, 2026 22:17:28 EDT
 DS1947 ***********************************************************************
 DS1947  DESIGNATION -  BRIAN WARD
 DS1947  PID         -  DS1947
 DS1947  STATE/COUNTY-  AR/SEBASTIAN
 DS1947  COUNTRY     -  US
 DS1947  USGS QUAD   -  BARLING (2017)
 DS1947
 DS1947                         *CURRENT SURVEY CONTROL
 DS1947  ______________________________________________________________________
 DS1947* NAD 83(1986) POSITION- 35 20 52.     (N) 094 17 48.     (W)   SCALED
 DS1947* NAVD 88 ORTHO HEIGHT -   122.609 (meters)      402.26  (feet) ADJUSTED
 DS1947  ______________________________________________________________________
 DS1947  GEOID HEIGHT    -        -30.125 (meters)                     GEOID18
 DS1947  DYNAMIC HEIGHT  -        122.493 (meters)      401.88  (feet) COMP
 DS1947  MODELED GRAVITY -    979,690.4   (mgal)                       NAVD 88
 DS1947
 DS1947  VERT ORDER      -  FIRST     CLASS II
 DS1947
 DS1947.The horizontal coordinates were scaled from a map and have
 DS1947.an estimated accuracy of +/- 6 seconds.
 DS1947
 DS1947.The orthometric height was determined by differential leveling and
 DS1947.adjusted by the NATIONAL GEODETIC SURVEY
 DS1947.in September 2024.
 DS1947
 DS1947.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS1947.GEOID18 height accuracy estimate available here.
 DS1947
 DS1947.Click photographs - Photos may exist for this station.
 DS1947
 DS1947.The dynamic height is computed by dividing the NAVD 88
 DS1947.geopotential number by the normal gravity value computed on the
 DS1947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS1947.degrees latitude (g = 980.6199 gals.).
 DS1947
 DS1947.The modeled gravity was interpolated from observed gravity values.
 DS1947
 DS1947;                    North         East    Units  Estimated Accuracy
 DS1947;SPC AR N     -   114,980.      191,260.      MT  (+/- 180 meters Scaled)
 DS1947
 DS1947_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV821123(NAD 83)
 DS1947
 DS1947                          SUPERSEDED SURVEY CONTROL
 DS1947
 DS1947.No superseded survey control is available for this station.
 DS1947
 DS1947_MARKER: DV = VERTICAL CONTROL DISK
 DS1947_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DS1947_SP_SET: LOCK AND DAM WALKWAY
 DS1947_STAMPING: BRIAN WARD 2024
 DS1947_MARK LOGO: USACEL
 DS1947_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS1947_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS1947_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS1947+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2024
 DS1947
 DS1947  HISTORY     - Date     Condition        Report By
 DS1947  HISTORY     - 20240506 MONUMENTED       ARHD
 DS1947
 DS1947                          STATION DESCRIPTION
 DS1947
 DS1947'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (JDH)
 DS1947'THE MARK IS LOCATED ABOUT 6.3 MI (10.1 KM) EAST-SOUTHEAST OF FORT
 DS1947'SMITH, 6.0 MI (9.7 KM) EAST OF SOUTH FORT SMITH AND 1.6 MI (2.6 KM)
 DS1947'NORTH OF BARLING.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DS1947'
 DS1947'TO REACH FROM THE INTERSECTION OF HIGHWAY 255 AND HIGHWAY 59 HEAD
 DS1947'NORTH ON HIGHWAY 59 FOR 1.27 MI (2.04 KM) TO SPRINGHILL PARK
 DS1947'CAMPGROUND, THEN HEAD NORTH FOR 0.20 MI (0.32 KM) TO THE JAMES W T.
 DS1947'LOCK AND DAM, AN ALUMINUM CAP SET IN THE EAST SIDE OF A DROP INLET.
 DS1947'
 DS1947'IT IS 64 FT (19.5 M) NORTHWEST OF LIGHT POLE WITH STOPLIGHT ATTACHED,
 DS1947'44.8 FT (13.7 M) NORTH-NORTHWEST OF LADDER LEADING TO WATER, 37.3 FT
 DS1947'(11.4 M) SOUTHEAST OF FROM THE SOUTHEAST CORNER OF CONTROL SHACK AND 6
 DS1947'FT (1.8 M) SOUTHWEST OF RAILING ON N SIDE OF DAM.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF2003 ***********************************************************************
 FF2003  DESIGNATION -  BRIARK
 FF2003  PID         -  FF2003
 FF2003  STATE/COUNTY-  AR/CRITTENDEN
 FF2003  COUNTRY     -  US
 FF2003  USGS QUAD   -  NORTHWEST MEMPHIS (2019)
 FF2003
 FF2003                         *CURRENT SURVEY CONTROL
 FF2003  ______________________________________________________________________
 FF2003* NAD 83(1997) POSITION- 35 09 45.58392(N) 090 06 58.53819(W)   ADJUSTED
 FF2003* NAVD 88 ORTHO HEIGHT -    74.1   (meters)      243.    (feet) VERTCON3
 FF2003  ______________________________________________________________________
 FF2003  GEOID HEIGHT    -        -27.327 (meters)                     GEOID18
 FF2003  LAPLACE CORR    -         -0.34  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF2003.GEOID18 height accuracy estimate available here.
 FF2003
 FF2003.Click photographs - Photos may exist for this station.
 FF2003
 FF2003.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF2003
 FF2003. The following values were computed from the NAD 83(1997) position.
 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  =   0.99995549
 FF2003!SPC TN       -   0.99999265  x   1.00001656  =   1.00000921
 FF2003!UTM  15      -   0.99999265  x   1.00045035  =   1.00044300
 FF2003
 FF2003:                Primary Azimuth Mark                     Grid Az
 FF2003:SPC AR N     -  BRIARK AZ MK                             348 26 31.3
 FF2003:SPC TN       -  BRIARK AZ MK                             351 56 52.8
 FF2003:UTM  15      -  BRIARK AZ MK                             347 52 35.3
 FF2003
 FF2003_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6266194890(NAD 83)
 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(1995)-  35 09 45.58409(N)    090 06 58.53819(W) AD(       ) 1
 FF2003  NAD 83(1993)-  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
 FF2003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2003.See file dsdata.pdf to determine how the superseded data were derived.
 FF2003
 FF2003_MARKER: DS = TRIANGULATION STATION DISK
 FF2003_SETTING: 7 = SET IN TOP OF 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 OF
 FF2003'MARION, 0.8 KILOMETER (1/2 MI) NORTH OF INTERSTATE 40 AND ON THE MAIN
 FF2003'LEVEE ON THE WEST SIDE OF THE MISSISSIPPI RIVER.  PERMISSION FOR THE
 FF2003'STATION WAS GRANTED BY THE ST. FRANCIS LEVEE DISTRICT OF ARKANSAS,
 FF2003'CHIEF ENGINEER, MR. BURRELL B. FAIR, P.O. BOX 308, WEST MEMPHIS, AR
 FF2003'72301.  TELEPHONE NUMBER 501-735-1062.
 FF2003'
 FF2003'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 77, MILITARY
 FF2003'ROAD AND COUNTY ROAD 27 IN MARION, GO EASTERLY ON COUNTY ROAD 27 FOR
 FF2003'4.5 MILES (7.2 KM) TO WHERE THE ROAD CURVES RIGHT AND A SIDE ROAD
 FF2003'LEFT.  TURN LEFT AND GO EASTERLY ON A PAVED ROAD FOR 0.3 MILE (0.4 KM)
 FF2003'TO THE END OF THE PAVEMENT.  CONTINUE AHEAD ON THE DIRT ROAD FOR 0.3
 FF2003'MILE (0.4 KM) TO THE TOP OF THE LEVEE AND A LOCKED GATE ON THE RIGHT.
 FF2003'TURN RIGHT, PASS THROUGH THE GATE AND GO SOUTHERLY ON THE LEVEE ROAD
 FF2003'FOR 1.75 MILES (2.8 KM) TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 FF2003'AHEAD ON THE LEVEE ROAD FOR 0.45 MILE (0.7 KM) TO THE STATION, JUST
 FF2003'BEFORE THE FENCE.
 FF2003'
 FF2003'THE STATION IS A STANDARD NGS DISK STAMPED ---BRIARK 1979---, SET INTO
 FF2003'THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH
 FF2003'GROUND.  IT IS LOCATED 12.1 METERS NORTHEAST FROM A FENCE, 1.92 METERS
 FF2003'EAST FROM THE METAL WITNESS POST AND IN THE APPROXIMATE CENTER OF THE
 FF2003'LEVEE.
 FF2003'
 FF2003'THE UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED ---BRIARK 1979---,
 FF2003'SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE
 FF2003'SURFACE.
 FF2003'
 FF2003'REFERENCE MARK NUMBER 01 IS A STANDARD NGS DISK STAMPED
 FF2003'---BRIARK NO 1 1979---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FF2003'30 CM IN DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 8.3 METERS NORTH
 FF2003'FROM A FENCE CORNER, 4.4 METERS SOUTHWEST FROM THE SOUTH RAIL OF THE
 FF2003'RAILROAD TRACK, 3.5 METERS SOUTHEAST FROM THE CENTER OF A LEVEE ACCESS
 FF2003'ROAD, AND 0.7 METER SOUTHEAST FROM A METAL WITNESS POST.  MARK IS
 FF2003'BELOW STATION 1.0 METER.
 FF2003'
 FF2003'REFERENCE MARK NUMBER 02 IS A STANDARD NGS DISK STAMPED
 FF2003'---BRIARK NO 2 1979---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FF2003'30 CM IN DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 4.3 METERS WEST
 FF2003'FROM THE CENTER OF THE LEVEE ROAD AND 0.8 METER SOUTH FROM A METAL
 FF2003'WITNESS POST.  MARK IS BELOW STATION 0.2 METER.
 FF2003'
 FF2003'AZIMUTH MARK NUMBER 01 IS A STANDARD NGS DISK STAMPED
 FF2003'---BRIARK 1979---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM
 FF2003'IN DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 4.9 METERS
 FF2003'WEST-SOUTHWEST FROM THE CENTER OF THE LEVEE ROAD, 2.15 METERS
 FF2003'NORTH-NORTHEAST FROM A METAL WITNESS POST AND 1.10 METERS
 FF2003'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 = MARCH 20, 2026 22:17:28 EDT
 FF2009 ***********************************************************************
 FF2009  DESIGNATION -  BRIARK AZ MK
 FF2009  PID         -  FF2009
 FF2009  STATE/COUNTY-  AR/CRITTENDEN
 FF2009  COUNTRY     -  US
 FF2009  USGS QUAD   -  NORTHWEST MEMPHIS (2019)
 FF2009
 FF2009                         *CURRENT SURVEY CONTROL
 FF2009  ______________________________________________________________________
 FF2009* NAD 83(1997) POSITION- 35 10 02.23670(N) 090 07 02.28284(W)   ADJUSTED
 FF2009* NAVD 88 ORTHO HEIGHT -    73.3   (meters)      240.    (feet) VERTCON3
 FF2009  ______________________________________________________________________
 FF2009  GEOID HEIGHT    -        -27.327 (meters)                     GEOID18
 FF2009  LAPLACE CORR    -         -0.30  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF2009.GEOID18 height accuracy estimate available here.
 FF2009
 FF2009.Click photographs - Photos may exist for this station.
 FF2009
 FF2009.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF2009
 FF2009. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999278  x   0.99996225  =   0.99995503
 FF2009!SPC TN       -   0.99999278  x   1.00001563  =   1.00000841
 FF2009!UTM  15      -   0.99999278  x   1.00044964  =   1.00044242
 FF2009
 FF2009_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6255295400(NAD 83)
 FF2009
 FF2009                          SUPERSEDED SURVEY CONTROL
 FF2009
 FF2009  NAD 83(1995)-  35 10 02.23686(N)    090 07 02.28284(W) AD(       ) 2
 FF2009  NAD 83(1993)-  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
 FF2009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2009.See file dsdata.pdf to determine how the superseded data were derived.
 FF2009
 FF2009_MARKER: DZ = AZIMUTH MARK DISK
 FF2009_SETTING: 7 = 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 = MARCH 20, 2026 22:17:28 EDT
 DP8084 ***********************************************************************
 DP8084  DESIGNATION -  BRICE
 DP8084  PID         -  DP8084
 DP8084  STATE/COUNTY-  AR/BOONE
 DP8084  COUNTRY     -  US
 DP8084  USGS QUAD   -  ZINC (2017)
 DP8084
 DP8084                         *CURRENT SURVEY CONTROL
 DP8084  ______________________________________________________________________
 DP8084* NAD 83(1986) POSITION- 36 17 24.91   (N) 092 55 06.09   (W)   HD_HELD1
 DP8084* NAVD 88 ORTHO HEIGHT -   269.208 (meters)      883.23  (feet) ADJUSTED
 DP8084  ______________________________________________________________________
 DP8084  GEOID HEIGHT    -        -28.371 (meters)                     GEOID18
 DP8084  DYNAMIC HEIGHT  -        268.971 (meters)      882.45  (feet) COMP
 DP8084  MODELED GRAVITY -    979,742.3   (mgal)                       NAVD 88
 DP8084
 DP8084  VERT ORDER      -  SECOND    CLASS I
 DP8084
 DP8084.The horizontal coordinates were determined by differentially corrected
 DP8084.hand held GPS observations or other comparable positioning techniques
 DP8084.and have an estimated accuracy of +/- 3 meters.
 DP8084
 DP8084.The orthometric height was determined by differential leveling and
 DP8084.adjusted by the NATIONAL GEODETIC SURVEY
 DP8084.in October 2015.
 DP8084
 DP8084.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8084.GEOID18 height accuracy estimate available here.
 DP8084
 DP8084.Click photographs - Photos may exist for this station.
 DP8084
 DP8084.The dynamic height is computed by dividing the NAVD 88
 DP8084.geopotential number by the normal gravity value computed on the
 DP8084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8084.degrees latitude (g = 980.6199 gals.).
 DP8084
 DP8084.The modeled gravity was interpolated from observed gravity values.
 DP8084
 DP8084;                    North         East    Units  Estimated Accuracy
 DP8084;SPC AR N     -   217,496.8     317,502.1     MT  (+/- 3 meters HH1 GPS) 
 DP8084
 DP8084_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA0733116145(NAD 83)
 DP8084
 DP8084                          SUPERSEDED SURVEY CONTROL
 DP8084
 DP8084.No superseded survey control is available for this station.
 DP8084
 DP8084_MARKER: DB = BENCH MARK DISK
 DP8084_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP8084_SP_SET: BRIDGE ABUTMENT
 DP8084_STAMPING: BRICE 2015
 DP8084_MARK LOGO: ARHD
 DP8084_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DP8084_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8084_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8084+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2015
 DP8084
 DP8084  HISTORY     - Date     Condition        Report By
 DP8084  HISTORY     - 20150511 MONUMENTED       ARHD
 DP8084
 DP8084                          STATION DESCRIPTION
 DP8084
 DP8084'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 DP8084'THE STATION IS LOCATED ABOUT 9.3 MI (15.0 KM) NORTH OF EVERTON, 5.3 MI
 DP8084'(8.5 KM) EAST-SOUTHEAST OF BERGMAN AND IN THE TOWN OF ZINC, AR.
 DP8084'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DP8084'
 DP8084'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 7 AND COUNTY ROAD ZINK
 DP8084'ROAD, GO EAST ON ZINK ROAD FOR 6.3 MI (10.1 KM) TO THE STATION ON THE
 DP8084'LEFT, IN THE NORTHEAST CORNER OF A BRIDGE ABUTMENT.
 DP8084'
 DP8084'IT IS 66 FT (20.1 M) WEST OF A GRAVEL DRIVE AND 16 FT (4.9 M) NORTH OF
 DP8084'THE CENTERLINE OF ZINK ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK1076 ***********************************************************************
 DK1076  DESIGNATION -  BRICK GIN BOLT
 DK1076  PID         -  DK1076
 DK1076  STATE/COUNTY-  AR/CHICOT
 DK1076  COUNTRY     -  US
 DK1076  USGS QUAD   -  LUNA (2017)
 DK1076
 DK1076                         *CURRENT SURVEY CONTROL
 DK1076  ______________________________________________________________________
 DK1076* NAD 83(1986) POSITION- 33 24 49.     (N) 091 12 48.     (W)   SCALED
 DK1076* NAVD 88 ORTHO HEIGHT -    38.04  (+/-2cm)      124.8   (feet) VERTCON3
 DK1076  ______________________________________________________________________
 DK1076  GEOID HEIGHT    -        -26.393 (meters)                     GEOID18
 DK1076  VERT ORDER      -  ? (See Below)
 DK1076
 DK1076.The horizontal coordinates were scaled from a 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
 DK1076.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1076.GEOID18 height accuracy estimate available here.
 DK1076
 DK1076.The vertical order pertains to the NGVD 29 superseded value.
 DK1076
 DK1076.Click photographs - Photos may exist for this station.
 DK1076
 DK1076;                    North         East    Units  Estimated Accuracy
 DK1076;SPC AR S     -   483,130.      473,170.      MT  (+/- 180 meters Scaled)
 DK1076
 DK1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS661985(NAD 83)
 DK1076
 DK1076                          SUPERSEDED SURVEY CONTROL
 DK1076
 DK1076  NGVD 29 (11/26/84)   38.069  (m)          124.90   (f) ADJUSTED       
 DK1076
 DK1076.Superseded values are not recommended for survey control.
 DK1076
 DK1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1076.See file dsdata.pdf to determine how the superseded data were derived.
 DK1076
 DK1076_MARKER: B = BOLT
 DK1076_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK1076_SP_SET: UNDERGROUND TILE
 DK1076_PROJECTION: RECESSED 91 CENTIMETERS
 DK1076_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1076
 DK1076  HISTORY     - Date     Condition        Report By
 DK1076  HISTORY     - UNK      MONUMENTED       USACE
 DK1076  HISTORY     - 1934     GOOD             CGS
 DK1076
 DK1076                          STATION DESCRIPTION
 DK1076
 DK1076'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 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 = MARCH 20, 2026 22:17:28 EDT
 DK1077 ***********************************************************************
 DK1077  DESIGNATION -  BRICK GIN CAP
 DK1077  PID         -  DK1077
 DK1077  STATE/COUNTY-  AR/CHICOT
 DK1077  COUNTRY     -  US
 DK1077  USGS QUAD   -  LUNA (2017)
 DK1077
 DK1077                         *CURRENT SURVEY CONTROL
 DK1077  ______________________________________________________________________
 DK1077* NAD 83(1986) POSITION- 33 24 49.     (N) 091 12 48.     (W)   SCALED
 DK1077* NAVD 88 ORTHO HEIGHT -    39.26  (+/-2cm)      128.8   (feet) VERTCON3
 DK1077  ______________________________________________________________________
 DK1077  GEOID HEIGHT    -        -26.393 (meters)                     GEOID18
 DK1077  VERT ORDER      -  ? (See Below)
 DK1077
 DK1077.The horizontal coordinates were scaled from a 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
 DK1077.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1077.GEOID18 height accuracy estimate available here.
 DK1077
 DK1077.The vertical order pertains to the NGVD 29 superseded value.
 DK1077
 DK1077.Click photographs - Photos may exist for this station.
 DK1077
 DK1077;                    North         East    Units  Estimated Accuracy
 DK1077;SPC AR S     -   483,130.      473,170.      MT  (+/- 180 meters Scaled)
 DK1077
 DK1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS661985(NAD 83)
 DK1077
 DK1077                          SUPERSEDED SURVEY CONTROL
 DK1077
 DK1077  NGVD 29 (11/26/84)   39.292  (m)          128.91   (f) ADJUSTED       
 DK1077
 DK1077.Superseded values are not recommended for survey control.
 DK1077
 DK1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1077.See file dsdata.pdf to determine how the superseded data were derived.
 DK1077
 DK1077_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1077_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1077_MARK LOGO: USACE
 DK1077_MAGNETIC: P = MARKER IS A STEEL PIPE
 DK1077_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1077
 DK1077  HISTORY     - Date     Condition        Report By
 DK1077  HISTORY     - UNK      MONUMENTED       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2937 ***********************************************************************
 EH2937  DESIGNATION -  BRIDGE
 EH2937  PID         -  EH2937
 EH2937  STATE/COUNTY-  AR/PRAIRIE
 EH2937  COUNTRY     -  US
 EH2937  USGS QUAD   -  DE VALLS BLUFF (2017)
 EH2937
 EH2937                         *CURRENT SURVEY CONTROL
 EH2937  ______________________________________________________________________
 EH2937* NAD 83(1997) POSITION- 34 47 40.48830(N) 091 26 35.58724(W)   ADJUSTED
 EH2937* NAVD 88 ORTHO HEIGHT -    53.    (meters)      174.    (feet) SCALED
 EH2937  ______________________________________________________________________
 EH2937  GEOID HEIGHT    -        -26.946 (meters)                     GEOID18
 EH2937  LAPLACE CORR    -          0.48  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2937.GEOID18 height accuracy estimate available here.
 EH2937
 EH2937.Click photographs - Photos may exist for this station.
 EH2937
 EH2937.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2937
 EH2937. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999591  x   1.00000634  =   1.00000225
 EH2937!UTM  15      -   0.99999591  x   0.99985000  =   0.99984591
 EH2937
 EH2937_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU4241951367(NAD 83)
 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  USSD        -  34 47 40.29500(N)    091 26 34.81800(W) AD(       ) 3
 EH2937
 EH2937.Superseded values are not recommended for survey control.
 EH2937
 EH2937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2937.See file dsdata.pdf to determine how the superseded data were derived.
 EH2937
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1140 ***********************************************************************
 EH1140  DESIGNATION -  BRINKLEY
 EH1140  PID         -  EH1140
 EH1140  STATE/COUNTY-  AR/MONROE
 EH1140  COUNTRY     -  US
 EH1140  USGS QUAD   -  BRINKLEY (2017)
 EH1140
 EH1140                         *CURRENT SURVEY CONTROL
 EH1140  ______________________________________________________________________
 EH1140* NAD 83(1997) POSITION- 34 53 14.54770(N) 091 11 39.77234(W)   ADJUSTED
 EH1140* NAVD 88 ORTHO HEIGHT -    63.298 (meters)      207.67  (feet) ADJUSTED
 EH1140  ______________________________________________________________________
 EH1140  GEOID HEIGHT    -        -26.876 (meters)                     GEOID18
 EH1140  LAPLACE CORR    -          1.02  (seconds)                    DEFLEC18
 EH1140  DYNAMIC HEIGHT  -         63.240 (meters)      207.48  (feet) COMP
 EH1140  MODELED GRAVITY -    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 and
 EH1140.adjusted by the NATIONAL GEODETIC SURVEY
 EH1140.in June 1991.
 EH1140
 EH1140.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1140.GEOID18 height accuracy estimate available here.
 EH1140
 EH1140.Click photographs - Photos may exist for this station.
 EH1140
 EH1140.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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;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!UTM  15      -   0.99999428  x   0.99993555  =   0.99992983
 EH1140
 EH1140:                Primary Azimuth Mark                     Grid Az
 EH1140:SPC AR S     -  EDEN                                     249 48 49.3
 EH1140:UTM  15      -  EDEN                                     249 13 53.8
 EH1140
 EH1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU6500062040(NAD 83)
 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  USSD        -  34 53 14.37300(N)    091 11 39.03800(W) AD(       ) 3
 EH1140  NGVD 29 (03/18/92)   63.300  (m)          207.68   (f) ADJUSTED    1 2
 EH1140  NGVD 29 (??/??/87)   63.300  (m)          207.68   (f) SUPERSEDED  1 2
 EH1140  NGVD 29              63.26   (m)          207.5    (f) LEVELING    3  
 EH1140
 EH1140.Superseded values are not recommended for survey control.
 EH1140
 EH1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1140.See file dsdata.pdf to determine how the superseded data were derived.
 EH1140
 EH1140_MARKER: DS = TRIANGULATION STATION DISK
 EH1140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 - July 14, 2016
 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  HISTORY     - 20141007 GOOD             GEOCAC
 EH1140  HISTORY     - 20150309 GOOD             GEOCAC
 EH1140  HISTORY     - 20160714 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 DEPARTMENT OF TRANSPORTATION 2003
 EH1140'LOCATED UNDER BUSHES.
 EH1140
 EH1140                          STATION RECOVERY (2014)
 EH1140
 EH1140'RECOVERY NOTE BY GEOCACHING 2014 (MFM)
 EH1140'STATION, RM2 RECOVERED AS DESCRIBED.
 EH1140'RM1 NOT RECOVERED, PRESUMED LOST DUE TO SIDEWALK CO9NSTRUCTION.
 EH1140
 EH1140                          STATION RECOVERY (2015)
 EH1140
 EH1140'RECOVERY NOTE BY GEOCACHING 2015 (LPC)
 EH1140'RECOVERED IN GOOD CONDITION.
 EH1140
 EH1140                          STATION RECOVERY (2016)
 EH1140
 EH1140'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 EH1140'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH2904 ***********************************************************************
 EH2904  DESIGNATION -  BRINKLEY NEW MUNICIPAL TANK
 EH2904  PID         -  EH2904
 EH2904  STATE/COUNTY-  AR/MONROE
 EH2904  COUNTRY     -  US
 EH2904  USGS QUAD   -  BRINKLEY (2017)
 EH2904
 EH2904                         *CURRENT SURVEY CONTROL
 EH2904  ______________________________________________________________________
 EH2904* NAD 83(1997) POSITION- 34 53 40.07044(N) 091 11 16.12473(W)   ADJUSTED
 EH2904  ______________________________________________________________________
 EH2904  GEOID HEIGHT    -        -26.877 (meters)                     GEOID18
 EH2904  LAPLACE CORR    -          0.97  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2904.GEOID18 height accuracy estimate available here.
 EH2904
 EH2904.Click photographs - Photos may exist for this station.
 EH2904
 EH2904.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2904
 EH2904. The following values were computed from the NAD 83(1997) position.
 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;UTM  15      - 3,862,837.960   665,586.772   MT  0.99993794   +1 02 12.9
 EH2904
 EH2904_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU6558662837(NAD 83)
 EH2904
 EH2904                          SUPERSEDED SURVEY CONTROL
 EH2904
 EH2904  NAD 83(1986)-  34 53 40.07793(N)    091 11 16.12260(W) AD(       ) 3
 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
 EH2904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2904.See file dsdata.pdf to determine how the superseded data were derived.
 EH2904
 EH2904_MARKER: 53 = ELEVATED TANK
 EH2904_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2904+SATELLITE: SATELLITE OBSERVATIONS - December 26, 2009
 EH2904
 EH2904  HISTORY     - Date     Condition        Report By
 EH2904  HISTORY     - 1965     FIRST OBSERVED   CGS
 EH2904  HISTORY     - 20080625 GOOD             GEOCAC
 EH2904  HISTORY     - 20091226 GOOD             GEOCAC
 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.
 EH2904
 EH2904                          STATION RECOVERY (2008)
 EH2904
 EH2904'RECOVERY NOTE BY GEOCACHING 2008 (MM)
 EH2904'RECOVERED IN GOOD CONDITION.
 EH2904
 EH2904                          STATION RECOVERY (2009)
 EH2904
 EH2904'RECOVERY NOTE BY GEOCACHING 2009 (JA)
 EH2904'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1141 ***********************************************************************
 EH1141  DESIGNATION -  BRINKLEY RM
 EH1141  PID         -  EH1141
 EH1141  STATE/COUNTY-  AR/MONROE
 EH1141  COUNTRY     -  US
 EH1141  USGS QUAD   -  BRINKLEY (2017)
 EH1141
 EH1141                         *CURRENT SURVEY CONTROL
 EH1141  ______________________________________________________________________
 EH1141* NAD 83(1986) POSITION- 34 53 15.23   (N) 091 11 39.86   (W)   HD_HELD1
 EH1141* NAVD 88 ORTHO HEIGHT -    62.858 (meters)      206.23  (feet) ADJUSTED
 EH1141  ______________________________________________________________________
 EH1141  GEOID HEIGHT    -        -26.876 (meters)                     GEOID18
 EH1141  DYNAMIC HEIGHT  -         62.800 (meters)      206.04  (feet) COMP
 EH1141  MODELED GRAVITY -    979,716.9   (mgal)                       NAVD 88
 EH1141
 EH1141  VERT ORDER      -  FIRST     CLASS II
 EH1141
 EH1141.The horizontal coordinates were determined by differentially corrected
 EH1141.hand held GPS observations or other comparable positioning techniques
 EH1141.and have an estimated accuracy of +/- 3 meters.
 EH1141
 EH1141.The orthometric height was determined by differential leveling and
 EH1141.adjusted by the NATIONAL GEODETIC SURVEY
 EH1141.in June 1991.
 EH1141
 EH1141.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1141.GEOID18 height accuracy estimate available here.
 EH1141
 EH1141.Click photographs - Photos may exist for this station.
 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     -   646,625.9     473,643.1     MT  (+/- 3 meters HH1 GPS) 
 EH1141
 EH1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU6499862061(NAD 83)
 EH1141
 EH1141                          SUPERSEDED SURVEY CONTROL
 EH1141
 EH1141  NGVD 29 (11/26/84)   62.860  (m)          206.23   (f) ADJUSTED    1 2
 EH1141
 EH1141.Superseded values are not recommended for survey control.
 EH1141
 EH1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1141.See file dsdata.pdf to determine how the superseded data were derived.
 EH1141
 EH1141_MARKER: DR = REFERENCE MARK DISK
 EH1141_SETTING: 7 = 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 = MARCH 20, 2026 22:17:28 EDT
 EH1142 ***********************************************************************
 EH1142  DESIGNATION -  BRINKLEY RM 2
 EH1142  PID         -  EH1142
 EH1142  STATE/COUNTY-  AR/MONROE
 EH1142  COUNTRY     -  US
 EH1142  USGS QUAD   -  BRINKLEY (2017)
 EH1142
 EH1142                         *CURRENT SURVEY CONTROL
 EH1142  ______________________________________________________________________
 EH1142* NAD 83(1986) POSITION- 34 53 14.61   (N) 091 11 39.14   (W)   HD_HELD1
 EH1142* NAVD 88 ORTHO HEIGHT -    62.969 (meters)      206.59  (feet) ADJUSTED
 EH1142  ______________________________________________________________________
 EH1142  GEOID HEIGHT    -        -26.875 (meters)                     GEOID18
 EH1142  DYNAMIC HEIGHT  -         62.911 (meters)      206.40  (feet) COMP
 EH1142  MODELED GRAVITY -    979,716.9   (mgal)                       NAVD 88
 EH1142
 EH1142  VERT ORDER      -  FIRST     CLASS II
 EH1142
 EH1142.The horizontal coordinates were determined by differentially corrected
 EH1142.hand held GPS observations or other comparable positioning techniques
 EH1142.and have an estimated accuracy of +/- 3 meters.
 EH1142
 EH1142.The orthometric height was determined by differential leveling and
 EH1142.adjusted by the NATIONAL GEODETIC SURVEY
 EH1142.in February 1997.
 EH1142
 EH1142.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1142.GEOID18 height accuracy estimate available here.
 EH1142
 EH1142.Click photographs - Photos may exist for this station.
 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     -   646,606.9     473,661.5     MT  (+/- 3 meters HH1 GPS) 
 EH1142
 EH1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU6501662042(NAD 83)
 EH1142
 EH1142                          SUPERSEDED SURVEY CONTROL
 EH1142
 EH1142  NAVD 88 (06/15/91)   62.962  (m)          206.57   (f) SUPERSEDED  1 2
 EH1142  NGVD 29 (03/18/92)   62.971  (m)          206.60   (f) ADJUSTED    1 2
 EH1142  NGVD 29 (??/??/87)   62.964  (m)          206.57   (f) SUPERSEDED  1 2
 EH1142
 EH1142.Superseded values are not recommended for survey control.
 EH1142
 EH1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1142.See file dsdata.pdf to determine how the superseded data were derived.
 EH1142
 EH1142_MARKER: DR = REFERENCE MARK DISK
 EH1142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 - July 14, 2016
 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  HISTORY     - 20141007 GOOD             GEOCAC
 EH1142  HISTORY     - 20150309 GOOD             GEOCAC
 EH1142  HISTORY     - 20160714 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 DEPARTMENT OF TRANSPORTATION 2003
 EH1142'RECOVERED AS DESCRIBED
 EH1142'
 EH1142
 EH1142                          STATION RECOVERY (2014)
 EH1142
 EH1142'RECOVERY NOTE BY GEOCACHING 2014 (MFM)
 EH1142'RECOVERED AS DESCRIBED.
 EH1142
 EH1142                          STATION RECOVERY (2015)
 EH1142
 EH1142'RECOVERY NOTE BY GEOCACHING 2015 (LPC)
 EH1142'RECOVERED IN GOOD CONDITION.
 EH1142
 EH1142                          STATION RECOVERY (2016)
 EH1142
 EH1142'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 EH1142'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH2906 ***********************************************************************
 EH2906  DESIGNATION -  BRINKLEY SOUTHERN COMP CO TANK
 EH2906  PID         -  EH2906
 EH2906  STATE/COUNTY-  AR/MONROE
 EH2906  COUNTRY     -  US
 EH2906  USGS QUAD   -  BRINKLEY (2017)
 EH2906
 EH2906                         *CURRENT SURVEY CONTROL
 EH2906  ______________________________________________________________________
 EH2906* NAD 83(1997) POSITION- 34 53 41.06618(N) 091 11 25.57016(W)   ADJUSTED
 EH2906  ______________________________________________________________________
 EH2906  GEOID HEIGHT    -        -26.879 (meters)                     GEOID18
 EH2906  LAPLACE CORR    -          0.99  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2906.GEOID18 height accuracy estimate available here.
 EH2906
 EH2906.Click photographs - Photos may exist for this station.
 EH2906
 EH2906.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2906
 EH2906. The following values were computed from the NAD 83(1997) position.
 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;UTM  15      - 3,862,864.301   665,346.449   MT  0.99993696   +1 02 07.6
 EH2906
 EH2906_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU6534662864(NAD 83)
 EH2906
 EH2906                          SUPERSEDED SURVEY CONTROL
 EH2906
 EH2906  NAD 83(1986)-  34 53 41.07369(N)    091 11 25.56802(W) AD(       ) 3
 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
 EH2906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2906.See file dsdata.pdf to determine how the superseded data were derived.
 EH2906
 EH2906_MARKER: 51 = TANK
 EH2906_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2906+SATELLITE: SATELLITE OBSERVATIONS - December 26, 2009
 EH2906
 EH2906  HISTORY     - Date     Condition        Report By
 EH2906  HISTORY     - 1954     FIRST OBSERVED   CGS
 EH2906  HISTORY     - 1965     GOOD             CGS
 EH2906  HISTORY     - 20080627 GOOD             GEOCAC
 EH2906  HISTORY     - 20091226 GOOD             GEOCAC
 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.
 EH2906
 EH2906                          STATION RECOVERY (2008)
 EH2906
 EH2906'RECOVERY NOTE BY GEOCACHING 2008 (MM)
 EH2906'RECOVERED IN GOOD CONDITION.
 EH2906
 EH2906                          STATION RECOVERY (2009)
 EH2906
 EH2906'RECOVERY NOTE BY GEOCACHING 2009 (JA)
 EH2906'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 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  COUNTRY     -  US
 EH3106  USGS QUAD   -  BRINKLEY (2017)
 EH3106
 EH3106                         *CURRENT SURVEY CONTROL
 EH3106  ______________________________________________________________________
 EH3106* NAD 83(2011) POSITION- 34 53 01.55706(N) 091 10 29.00683(W)   ADJUSTED
 EH3106* NAD 83(2011) ELLIP HT-    30.384 (meters)        (06/27/12)   ADJUSTED
 EH3106* NAD 83(2011) EPOCH   -  2010.00
 EH3106* NAVD 88 ORTHO HEIGHT -    57.251 (meters)      187.83  (feet) ADJUSTED
 EH3106  ______________________________________________________________________
 EH3106  GEOID HEIGHT    -        -26.861 (meters)                     GEOID18
 EH3106  NAD 83(2011) X  -   -107,382.826 (meters)                     COMP
 EH3106  NAD 83(2011) Y  - -5,236,736.427 (meters)                     COMP
 EH3106  NAD 83(2011) Z  -  3,627,313.859 (meters)                     COMP
 EH3106  LAPLACE CORR    -          0.88  (seconds)                    DEFLEC18
 EH3106  DYNAMIC HEIGHT  -         57.198 (meters)      187.66  (feet) COMP
 EH3106  MODELED GRAVITY -    979,717.3   (mgal)                       NAVD 88
 EH3106
 EH3106  VERT ORDER      -  FIRST     CLASS II
 EH3106
 EH3106  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 EH3106  Standards:
 EH3106         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 EH3106            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 EH3106  -------------------------------------------------------------------
 EH3106  NETWORK    0.22   0.49           0.10   0.08   0.25     -0.00562022
 EH3106  -------------------------------------------------------------------
 EH3106  Click here for local accuracies and other accuracy information.
 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 June 2012.
 EH3106
 EH3106.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 EH3106.been affixed to the stable North American tectonic plate. See 
 EH3106.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 EH3106
 EH3106.The horizontal coordinates are valid at the epoch date displayed above
 EH3106.which is a decimal equivalence of Year/Month/Day.
 EH3106
 EH3106.The orthometric height was determined by differential leveling and
 EH3106.adjusted by the NATIONAL GEODETIC SURVEY
 EH3106.in February 1997.
 EH3106
 EH3106.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH3106.GEOID18 height accuracy estimate available here.
 EH3106
 EH3106.Click photographs - Photos may exist for this station.
 EH3106
 EH3106.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH3106
 EH3106.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH3106
 EH3106.The ellipsoidal height was determined by GPS observations
 EH3106.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 EH3106
 EH3106;                    North         East     Units Scale Factor Converg.
 EH3106;SPC AR S     -   646,218.852   475,445.616   MT  1.00002822   +0 27 42.8
 EH3106;SPC AR S     - 2,120,136.35  1,559,857.83   sFT  1.00002822   +0 27 42.8
 EH3106;UTM  15      - 3,861,673.113   666,804.471   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!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:UTM  15      -  BRINKLEYPORT AZ MK                       205 07 37.9
 EH3106
 EH3106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU6680461673(NAD 83)
 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  NAD 83(2007)-  34 53 01.55709(N)    091 10 29.00779(W) AD(2002.00) 0
 EH3106  ELLIP H (02/10/07)   30.404  (m)                       GP(2002.00)    
 EH3106  ELLIP H (07/20/01)   30.400  (m)                       GP(       ) 4 1
 EH3106  ELLIP H (12/21/93)   30.427  (m)                       GP(       ) 4 1
 EH3106  NAD 83(1997)-  34 53 01.55709(N)    091 10 29.00810(W) AD(       ) A
 EH3106  ELLIP H (07/31/92)   30.427  (m)                       GP(       ) 1 1
 EH3106  NAD 83(1986)-  34 53 01.56567(N)    091 10 29.00256(W) AD(       ) 1
 EH3106  NAVD 88              57.25   (m)          187.8    (f) LEVELING    3  
 EH3106  NAVD 88 (12/14/95)   57.25   (m)  UNKNOWN  model used  GPS OBS        
 EH3106  NAVD 88 (01/12/94)   57.23   (m)  GEOID93  model used  GPS OBS        
 EH3106  NGVD 29              57.25   (m)          187.8    (f) LEVELING    3  
 EH3106  NGVD 29 (03/18/92)   57.252  (m)          187.83   (f) ADJUSTED    1 2
 EH3106  NGVD 29 (11/13/90)   57.30   (m)  RAPSU86  model used  GPS OBS        
 EH3106
 EH3106.Superseded values are not recommended for survey control.
 EH3106
 EH3106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3106.See file dsdata.pdf to determine how the superseded data were derived.
 EH3106
 EH3106_MARKER: F = FLANGE-ENCASED ROD
 EH3106_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EH3106_STAMPING: BRINKLEYPORT 1987
 EH3106_MARK LOGO: NGS
 EH3106_PROJECTION: FLUSH
 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 - September 13, 2016
 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  HISTORY     - 20070831 GOOD             USACE
 EH3106  HISTORY     - 20160816 GOOD             ARHD
 EH3106  HISTORY     - 20160913 GOOD             BAKER
 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.
 EH3106
 EH3106                          STATION RECOVERY (2007)
 EH3106
 EH3106'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2007 (POP)
 EH3106'RECOVERED IN GOOD CONDITION.
 EH3106
 EH3106                          STATION RECOVERY (2016)
 EH3106
 EH3106'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (BAB)
 EH3106'RECOVERED IN GOOD CONDITION.
 EH3106
 EH3106                          STATION RECOVERY (2016)
 EH3106
 EH3106'RECOVERY NOTE BY M BAKER JR INCORPORATED 2016 (MT)
 EH3106'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH3107 ***********************************************************************
 EH3107  DESIGNATION -  BRINKLEYPORT AZ MK
 EH3107  PID         -  EH3107
 EH3107  STATE/COUNTY-  AR/MONROE
 EH3107  COUNTRY     -  US
 EH3107  USGS QUAD   -  BRINKLEY (2017)
 EH3107
 EH3107                         *CURRENT SURVEY CONTROL
 EH3107  ______________________________________________________________________
 EH3107* NAD 83(1997) POSITION- 34 52 36.11349(N) 091 10 44.18076(W)   ADJUSTED
 EH3107* NAD 83(1997) ELLIP HT-    31.292 (meters)        (09/24/01)   ADJUSTED
 EH3107* NAVD 88 ORTHO HEIGHT -    58.2   (meters)      191.    (feet) VERTCON3
 EH3107  ______________________________________________________________________
 EH3107  GEOID HEIGHT    -        -26.858 (meters)                     GEOID18
 EH3107  NAD 83(1997) X  -   -107,777.309 (meters)                     COMP
 EH3107  NAD 83(1997) Y  - -5,237,177.549 (meters)                     COMP
 EH3107  NAD 83(1997) Z  -  3,626,671.160 (meters)                     COMP
 EH3107  LAPLACE CORR    -          0.87  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH3107.GEOID18 height accuracy estimate available here.
 EH3107
 EH3107.Click photographs - Photos may exist for this station.
 EH3107
 EH3107.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH3107
 EH3107.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH3107
 EH3107.The ellipsoidal height was determined by GPS observations
 EH3107.and is referenced to NAD 83.
 EH3107
 EH3107. The following values were computed from the NAD 83(1997) position.
 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;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!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:UTM  15      -  BRINKLEYPORT                             025 07 38.5
 EH3107
 EH3107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU6643360882(NAD 83)
 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)   31.319  (m)                       GP(       ) 4 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)  RAPSU86  model used  GPS OBS        
 EH3107
 EH3107.Superseded values are not recommended for survey control.
 EH3107
 EH3107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3107.See file dsdata.pdf to determine how the superseded data were derived.
 EH3107
 EH3107_MARKER: I = METAL ROD
 EH3107_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2888 ***********************************************************************
 EH2888  DESIGNATION -  BRISON
 EH2888  PID         -  EH2888
 EH2888  STATE/COUNTY-  AR/LEE
 EH2888  COUNTRY     -  US
 EH2888  USGS QUAD   -  MARIANNA (2017)
 EH2888
 EH2888                         *CURRENT SURVEY CONTROL
 EH2888  ______________________________________________________________________
 EH2888* NAD 83(1997) POSITION- 34 46 27.83481(N) 090 51 51.00199(W)   ADJUSTED
 EH2888* NAVD 88 ORTHO HEIGHT -    62.    (meters)      203.    (feet) SCALED
 EH2888  ______________________________________________________________________
 EH2888  GEOID HEIGHT    -        -26.759 (meters)                     GEOID18
 EH2888  LAPLACE CORR    -         -0.86  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2888.GEOID18 height accuracy estimate available here.
 EH2888
 EH2888.Click photographs - Photos may exist for this station.
 EH2888
 EH2888.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2888
 EH2888. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999447  x   1.00000173  =   0.99999620
 EH2888!UTM  15      -   0.99999447  x   1.00007084  =   1.00006531
 EH2888
 EH2888:                Primary Azimuth Mark                     Grid Az
 EH2888:SPC AR S     -  RONDO                                    162 53 59.8
 EH2888:UTM  15      -  RONDO                                    162 19 01.6
 EH2888
 EH2888_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU9544750103(NAD 83)
 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(1995)-  34 46 27.83848(N)    090 51 51.00016(W) AD(       ) 1
 EH2888  NAD 83(1993)-  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
 EH2888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2888.See file dsdata.pdf to determine how the superseded data were derived.
 EH2888
 EH2888_MARKER: DS = TRIANGULATION STATION DISK
 EH2888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2888_STAMPING: BRISON 1953
 EH2888_MARK LOGO: CGS
 EH2888_PROJECTION: FLUSH
 EH2888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2888+STABILITY: SURFACE MOTION
 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  HISTORY     - 20220614 MARK NOT FOUND   ARHD
 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.
 EH2888
 EH2888                          STATION RECOVERY (2022)
 EH2888
 EH2888'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2022 (JH)
 EH2888'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL1483 ***********************************************************************
 DL1483  DESIGNATION -  BRISTER
 DL1483  PID         -  DL1483
 DL1483  STATE/COUNTY-  AR/COLUMBIA
 DL1483  COUNTRY     -  US
 DL1483  USGS QUAD   -  CALHOUN (2017)
 DL1483
 DL1483                         *CURRENT SURVEY CONTROL
 DL1483  ______________________________________________________________________
 DL1483* NAD 83(1997) POSITION- 33 09 01.88598(N) 093 11 41.16681(W)   ADJUSTED
 DL1483* NAVD 88 ORTHO HEIGHT -    93.    (meters)      305.    (feet) SCALED
 DL1483  ______________________________________________________________________
 DL1483  GEOID HEIGHT    -        -26.317 (meters)                     GEOID18
 DL1483  LAPLACE CORR    -          0.62  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1483.GEOID18 height accuracy estimate available here.
 DL1483
 DL1483.Click photographs - Photos may exist for this station.
 DL1483
 DL1483.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1483
 DL1483. The following values were computed from the NAD 83(1997) position.
 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     -  MACEDONIA                                284 55 32.7
 DL1483:UTM  15      -  MACEDONIA                                284 21 48.8
 DL1483
 DL1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS8183667991(NAD 83)
 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(1993)-  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
 DL1483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1483.See file dsdata.pdf to determine how the superseded data were derived.
 DL1483
 DL1483_MARKER: DS = TRIANGULATION STATION DISK
 DL1483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1483_STAMPING: BRISTER 1950
 DL1483_MARK LOGO: CGS
 DL1483_PROJECTION: FLUSH
 DL1483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1483+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1445 ***********************************************************************
 DL1445  DESIGNATION -  BRITT
 DL1445  PID         -  DL1445
 DL1445  STATE/COUNTY-  AR/CLARK
 DL1445  COUNTRY     -  US
 DL1445  USGS QUAD   -  OKOLONA SOUTH (2017)
 DL1445
 DL1445                         *CURRENT SURVEY CONTROL
 DL1445  ______________________________________________________________________
 DL1445* NAD 83(1997) POSITION- 33 53 24.17989(N) 093 15 46.83319(W)   ADJUSTED
 DL1445* NAVD 88 ORTHO HEIGHT -    64.28  (+/-2cm)      210.9   (feet) VERTCON3
 DL1445  ______________________________________________________________________
 DL1445  GEOID HEIGHT    -        -26.785 (meters)                     GEOID18
 DL1445  LAPLACE CORR    -          1.44  (seconds)                    DEFLEC18
 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
 DL1445.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1445.GEOID18 height accuracy estimate available here.
 DL1445
 DL1445.The vertical order pertains to the NGVD 29 superseded value.
 DL1445
 DL1445.Click photographs - Photos may exist for this station.
 DL1445
 DL1445.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1445
 DL1445. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999411  x   0.99992163  =   0.99991574
 DL1445!UTM  15      -   0.99999411  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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT7568049996(NAD 83)
 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(1993)-  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              64.28   (m)          210.9    (f) LEVELING    3  
 DL1445
 DL1445.Superseded values are not recommended for survey control.
 DL1445
 DL1445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1445.See file dsdata.pdf to determine how the superseded data were derived.
 DL1445
 DL1445_MARKER: DS = TRIANGULATION STATION DISK
 DL1445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1445_STAMPING: BRITT 1957
 DL1445_MARK LOGO: CGS
 DL1445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1445+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1305 ***********************************************************************
 DL1305  DESIGNATION -  BROAD
 DL1305  PID         -  DL1305
 DL1305  STATE/COUNTY-  AR/BRADLEY
 DL1305  COUNTRY     -  US
 DL1305  USGS QUAD   -  VICK (2017)
 DL1305
 DL1305                         *CURRENT SURVEY CONTROL
 DL1305  ______________________________________________________________________
 DL1305* NAD 83(1997) POSITION- 33 17 33.95761(N) 092 04 29.36429(W)   ADJUSTED
 DL1305* NAVD 88 ORTHO HEIGHT -    32.    (meters)      105.    (feet) SCALED
 DL1305  ______________________________________________________________________
 DL1305  GEOID HEIGHT    -        -25.935 (meters)                     GEOID18
 DL1305  LAPLACE CORR    -          1.59  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1305.GEOID18 height accuracy estimate available here.
 DL1305
 DL1305.Click photographs - Photos may exist for this station.
 DL1305
 DL1305.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1305
 DL1305. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 DL1305:SPC AR S     -  MARSDEN                                  302 36 59.5
 DL1305:UTM  15      -  MARSDEN                                  302 04 00.3
 DL1305
 DL1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS8614184125(NAD 83)
 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
 DL1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1305.See file dsdata.pdf to determine how the superseded data were derived.
 DL1305
 DL1305_MARKER: DS = TRIANGULATION STATION DISK
 DL1305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1305_STAMPING: BROAD 1952
 DL1305_MARK LOGO: CGS
 DL1305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1305+STABILITY: SURFACE MOTION
 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 R9W, T16S, ABOUT 13 MILES NORTHWEST OF
 DL1305'CROSSETT, 12 MILES SOUTHEAST OF HERMITAGE AND AT THE SMALL RAILROAD
 DL1305'STATION OF BROAD ON THE C.R.L. AND P RAILROAD THAT RUNS BETWEEN
 DL1305'CROSSETT AND HERMITAGE.  IT IS 87.5 FEET SOUTHWEST OF THE WEST RAIL OF
 DL1305'THE TRACK, 70.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE SMALL
 DL1305'RAILROAD STATION, 41 FEET NORTHWEST OF THE CENTER OF THE ROAD AND 7
 DL1305'FEET EAST OF A WHITE 4 IN X 4 IN WITNESS POST.
 DL1305'
 DL1305'TO REACH THE STATION FROM THE POST OFFICE IN HERMITAGE, GO SOUTH FOR
 DL1305'0.1 MILE TO A Y-JUNCTION, CONTINUE STRAIGHT AHEAD ON THE LEFT ROAD AND
 DL1305'FOLLOW THE MAIN GRAVELED ROAD SOUTHERLY FOR 1.8 MILES TO ANOTHER
 DL1305'Y-JUNCTION, CONTINUE SOUTHERLY ON THE RIGHT ROAD FOR 2.9 MILES TO A
 DL1305'SIDE ROAD ON THE RIGHT AT THE SMALL SETTLEMENT OF INGALLS, CONTINUE
 DL1305'STRAIGHT AHEAD (SOUTHERLY) ON THE MAIN GRAVELED AND DIRT ROAD FOR 3.9
 DL1305'MILES TO A Y-JUNCTION, CONTINUE EASTERLY ON THE LEFT ROAD FOR 2.2
 DL1305'MILES TO A SIDE ROAD ON THE RIGHT, JUST AFTER CROSSING A RAILROAD
 DL1305'TRACK AT THE SMALL SETTLEMENT OF VICK, TURN RIGHT (SOUTHERLY) AND
 DL1305'FOLLOW THE MAIN DIRT ROAD FOR 1 MILE TO A FOREST FIRE LOOKOUT TOWER ON
 DL1305'THE LEFT, CONTINUE SOUTHEASTERLY ON THE MAIN ROAD FOR 1.8 MILES TO THE
 DL1305'BROAD RAILROAD STATION AND THE STATION AS DESCRIBED.
 DL1305'
 DL1305'THE STATION MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED BROAD 1952.
 DL1305'
 DL1305'REFERENCE MARK NO. 1 IS 84.5 FEET SOUTHWEST OF THE WEST RAIL OF THE
 DL1305'TRACK AND 58 FEET SOUTHEAST OF THE CENTER OF THE ROAD.  IT PROJECTS 7
 DL1305'INCHES AND THE DISK IS STAMPED BROAD NO 1 1952.
 DL1305'
 DL1305'REFERENCE MARK NO. 2 IS 37 FEET NORTHWEST OF THE CENTER OF THE ROAD.
 DL1305'IT PROJECTS 5 INCHES AND THE DISK IS STAMPED BROAD NO 2 1952.
 DL1305'
 DL1305'NO SUITABLE LOCATION COULD BE FOUND TO ESTABLISH AN AZIMUTH MARK.
 DL1305'
 DL1305'A TRAVERSE MEASUREMENT WAS MADE TO USGS MARK TT STAI LS 1933.  IT IS
 DL1305'92 FEET NORTHEAST OF THE EAST RAIL OF THE RAILROAD TRACK AND 26 FEET
 DL1305'SOUTHEAST OF THE CENTER OF A T-ROAD INTERSECTION.  IT IS A STANDARD
 DL1305'USGS DISK SET IN THE TOP OF A 6 X 6 INCH CONCRETE POST, THAT PROJECTS
 DL1305'4 INCHES 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 R.M. 1-GOOD WITNESS POST ERECTED 2 FT. WEST OF STATION
 DL1305'ORIGINAL DESCRIPTION IS ADEQUATE FOR RECOVERY.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH3144 ***********************************************************************
 EH3144  DESIGNATION -  BROCK
 EH3144  PID         -  EH3144
 EH3144  STATE/COUNTY-  AR/CRITTENDEN
 EH3144  COUNTRY     -  US
 EH3144  USGS QUAD   -  HORSESHOE LAKE (2017)
 EH3144
 EH3144                         *CURRENT SURVEY CONTROL
 EH3144  ______________________________________________________________________
 EH3144* NAD 83(1986) POSITION- 34 56 11.     (N) 090 16 49.     (W)   SCALED
 EH3144* NAVD 88 ORTHO HEIGHT -    63.61  (+/-2cm)      208.7   (feet) VERTCON3
 EH3144  ______________________________________________________________________
 EH3144  GEOID HEIGHT    -        -27.225 (meters)                     GEOID18
 EH3144  VERT ORDER      -  THIRD ? (See Below)
 EH3144
 EH3144.The horizontal coordinates were scaled from a 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
 EH3144.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH3144.GEOID18 height accuracy estimate available here.
 EH3144
 EH3144.The vertical order pertains to the NGVD 29 superseded value.
 EH3144
 EH3144.Click photographs - Photos may exist for this station.
 EH3144
 EH3144;                    North         East    Units  Estimated Accuracy
 EH3144;SPC AR N     -    68,280.      557,100.      MT  (+/- 180 meters Scaled)
 EH3144
 EH3144_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU484693(NAD 83)
 EH3144
 EH3144                          SUPERSEDED SURVEY CONTROL
 EH3144
 EH3144  NAD 27      -  34 56 10.53200(N)    090 16 48.18800(W) AD(       ) 2
 EH3144  NGVD 29              63.62   (m)          208.7    (f) LEVELING    3  
 EH3144
 EH3144.Superseded values are not recommended for survey control.
 EH3144
 EH3144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3144.See file dsdata.pdf to determine how the superseded data were derived.
 EH3144
 EH3144_MARKER: P = PIPE CAP
 EH3144_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH3144_MARK LOGO: MRC
 EH3144_MAGNETIC: P = MARKER IS A STEEL PIPE
 EH3144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 GE1060 ***********************************************************************
 GE1060  DESIGNATION -  BROCKETT
 GE1060  PID         -  GE1060
 GE1060  STATE/COUNTY-  AR/RANDOLPH
 GE1060  COUNTRY     -  US
 GE1060  USGS QUAD   -  POCAHONTAS (2017)
 GE1060
 GE1060                         *CURRENT SURVEY CONTROL
 GE1060  ______________________________________________________________________
 GE1060* NAD 83(1997) POSITION- 36 20 06.40360(N) 090 56 46.32171(W)   ADJUSTED
 GE1060* NAVD 88 ORTHO HEIGHT -   118.    (meters)      387.    (feet) SCALED
 GE1060  ______________________________________________________________________
 GE1060  GEOID HEIGHT    -        -28.421 (meters)                     GEOID18
 GE1060  LAPLACE CORR    -         -0.77  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE1060.GEOID18 height accuracy estimate available here.
 GE1060
 GE1060.Click photographs - Photos may exist for this station.
 GE1060
 GE1060.The Laplace correction was computed from DEFLEC18 derived deflections.
 GE1060
 GE1060. The following values were computed from the NAD 83(1997) position.
 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     -   0.99998593  x   1.00002170  =   1.00000763
 GE1060!UTM  15      -   0.99998593  x   1.00001865  =   1.00000458
 GE1060
 GE1060:                Primary Azimuth Mark                     Grid Az
 GE1060:SPC AR N     -  BROCKETT AZ MK                           222 30 40.1
 GE1060:UTM  15      -  BROCKETT AZ MK                           221 54 25.6
 GE1060
 GE1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA8432923076(NAD 83)
 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
 GE1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1060.See file dsdata.pdf to determine how the superseded data were derived.
 GE1060
 GE1060_MARKER: DS = TRIANGULATION STATION DISK
 GE1060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE1060_STAMPING: BROCKETT 1955
 GE1060_MARK LOGO: CGS
 GE1060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE1060+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FF2099 ***********************************************************************
 FF2099  DESIGNATION -  BROOK
 FF2099  PID         -  FF2099
 FF2099  STATE/COUNTY-  AR/CRAIGHEAD
 FF2099  COUNTRY     -  US
 FF2099  USGS QUAD   -  BROOKLAND (2017)
 FF2099
 FF2099                         *CURRENT SURVEY CONTROL
 FF2099  ______________________________________________________________________
 FF2099* NAD 83(1997) POSITION- 35 53 58.09807(N) 090 34 48.72062(W)   ADJUSTED
 FF2099* NAVD 88 ORTHO HEIGHT -    79.    (meters)      259.    (feet) SCALED
 FF2099  ______________________________________________________________________
 FF2099  GEOID HEIGHT    -        -27.971 (meters)                     GEOID18
 FF2099  LAPLACE CORR    -         -1.73  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF2099.GEOID18 height accuracy estimate available here.
 FF2099
 FF2099.Click photographs - Photos may exist for this station.
 FF2099
 FF2099.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF2099
 FF2099. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 FF2099:SPC AR N     -  BROOK AZ MK                              223 29 04.3
 FF2099:UTM  15      -  BROOK AZ MK                              222 53 28.5
 FF2099
 FF2099_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV1838775503(NAD 83)
 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(1995)-  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
 FF2099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2099.See file dsdata.pdf to determine how the superseded data were derived.
 FF2099
 FF2099_MARKER: DS = TRIANGULATION STATION DISK
 FF2099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2099_STAMPING: BROOK 1954
 FF2099_MARK LOGO: CGS
 FF2099_PROJECTION: FLUSH
 FF2099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF2099+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2973 ***********************************************************************
 EH2973  DESIGNATION -  BROUGH
 EH2973  PID         -  EH2973
 EH2973  STATE/COUNTY-  AR/ARKANSAS
 EH2973  COUNTRY     -  US
 EH2973  USGS QUAD   -  DE WITT NE (2017)
 EH2973
 EH2973                         *CURRENT SURVEY CONTROL
 EH2973  ______________________________________________________________________
 EH2973* NAD 83(1997) POSITION- 34 26 38.88671(N) 091 19 42.17082(W)   ADJUSTED
 EH2973* NAVD 88 ORTHO HEIGHT -    62.    (meters)      203.    (feet) SCALED
 EH2973  ______________________________________________________________________
 EH2973  GEOID HEIGHT    -        -26.636 (meters)                     GEOID18
 EH2973  LAPLACE CORR    -         -1.06  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2973.GEOID18 height accuracy estimate available here.
 EH2973
 EH2973.Click photographs - Photos may exist for this station.
 EH2973
 EH2973.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2973
 EH2973. The following values were computed from the NAD 83(1997) position.
 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     -  BROUGH AZ MK                             179 28 40.3
 EH2973:UTM  15      -  BROUGH AZ MK                             178 54 29.1
 EH2973
 EH2973_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU5357012669(NAD 83)
 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
 EH2973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2973.See file dsdata.pdf to determine how the superseded data were derived.
 EH2973
 EH2973_MARKER: DS = TRIANGULATION STATION DISK
 EH2973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2973_STAMPING: BROUGH 1965
 EH2973_MARK LOGO: CGS
 EH2973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2973+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1716 ***********************************************************************
 FG1716  DESIGNATION -  BROUGHS
 FG1716  PID         -  FG1716
 FG1716  STATE/COUNTY-  AR/VAN BUREN
 FG1716  COUNTRY     -  US
 FG1716  USGS QUAD   -  MORGANTON (2017)
 FG1716
 FG1716                         *CURRENT SURVEY CONTROL
 FG1716  ______________________________________________________________________
 FG1716* NAD 83(1997) POSITION- 35 23 19.12853(N) 092 20 03.53387(W)   ADJUSTED
 FG1716* NAVD 88 ORTHO HEIGHT -   242.03  (+/-2cm)      794.1   (feet) VERTCON3
 FG1716  ______________________________________________________________________
 FG1716  GEOID HEIGHT    -        -27.854 (meters)                     GEOID18
 FG1716  LAPLACE CORR    -          2.12  (seconds)                    DEFLEC18
 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
 FG1716.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1716.GEOID18 height accuracy estimate available here.
 FG1716
 FG1716.The vertical order pertains to the NGVD 29 superseded value.
 FG1716
 FG1716.Click photographs - Photos may exist for this station.
 FG1716
 FG1716.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1716
 FG1716. The following values were computed from the NAD 83(1997) position.
 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  =   0.99990812
 FG1716!UTM  15      -   0.99996638  x   0.99964504  =   0.99961144
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV6045616347(NAD 83)
 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             242.00   (m)          794.0    (f) LEVELING    3  
 FG1716
 FG1716.Superseded values are not recommended for survey control.
 FG1716
 FG1716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1716.See file dsdata.pdf to determine how the superseded data were derived.
 FG1716
 FG1716_MARKER: DS = TRIANGULATION STATION DISK
 FG1716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1716_STAMPING: BROUGHS 1940
 FG1716_MARK LOGO: CGS
 FG1716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1716+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1581 ***********************************************************************
 FG1581  DESIGNATION -  BROWN
 FG1581  PID         -  FG1581
 FG1581  STATE/COUNTY-  AR/POPE
 FG1581  COUNTRY     -  US
 FG1581  USGS QUAD   -  RUSSELLVILLE EAST (2017)
 FG1581
 FG1581                         *CURRENT SURVEY CONTROL
 FG1581  ______________________________________________________________________
 FG1581* NAD 83(2011) POSITION- 35 15 22.65456(N) 093 02 10.50839(W)   ADJUSTED
 FG1581* NAD 83(2011) ELLIP HT-   223.065 (meters)        (05/08/25)   ADJUSTED
 FG1581* NAD 83(2011) EPOCH   -  2010.00
 FG1581* NAVD 88 ORTHO HEIGHT -   252.001 (meters)      826.77  (feet) ADJUSTED
 FG1581  ______________________________________________________________________
 FG1581  GEOID HEIGHT    -        -28.983 (meters)                     GEOID18
 FG1581  NAD 83(2011) X  -   -276,187.248 (meters)                     COMP
 FG1581  NAD 83(2011) Y  - -5,206,928.290 (meters)                     COMP
 FG1581  NAD 83(2011) Z  -  3,661,250.793 (meters)                     COMP
 FG1581  LAPLACE CORR    -          3.93  (seconds)                    DEFLEC18
 FG1581  DYNAMIC HEIGHT  -        251.763 (meters)      825.99  (feet) COMP
 FG1581  MODELED GRAVITY -    979,684.4   (mgal)                       NAVD 88
 FG1581
 FG1581  VERT ORDER      -  FIRST     CLASS II
 FG1581
 FG1581  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FG1581  Standards:
 FG1581         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FG1581            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FG1581  -------------------------------------------------------------------
 FG1581  NETWORK    0.80   1.45           0.27   0.37   0.74     -0.02980029
 FG1581  -------------------------------------------------------------------
 FG1581  Click here for local accuracies and other accuracy information.
 FG1581
 FG1581.The horizontal coordinates were established by GPS observations
 FG1581.and adjusted by the USACE LITTLE ROCK in May 2025.
 FG1581
 FG1581.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FG1581.been affixed to the stable North American tectonic plate. See 
 FG1581.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FG1581
 FG1581.The horizontal coordinates are valid at the epoch date displayed above
 FG1581.which is a decimal equivalence of Year/Month/Day.
 FG1581
 FG1581.The orthometric height was determined by differential leveling and
 FG1581.adjusted by the NATIONAL GEODETIC SURVEY
 FG1581.in June 1991.
 FG1581
 FG1581.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1581.GEOID18 height accuracy estimate available here.
 FG1581
 FG1581.Click photographs - Photos may exist for this station.
 FG1581
 FG1581.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FG1581
 FG1581.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1581
 FG1581.The ellipsoidal height was determined by GPS observations
 FG1581.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 FG1581
 FG1581;                    North         East     Units Scale Factor Converg.
 FG1581;SPC AR N     -   102,890.586   305,704.574   MT  0.99995222   -0 36 10.8
 FG1581;SPC AR N     -   337,566.86  1,002,965.76   sFT  0.99995222   -0 36 10.8
 FG1581;UTM  15      - 3,901,466.180   496,702.263   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  =   0.99956513
 FG1581
 FG1581:                Primary Azimuth Mark                     Grid Az
 FG1581:SPC AR N     -  RUSSELLVILLE ARK POWER LT TANK           283 05 15.3
 FG1581:UTM  15      -  RUSSELLVILLE ARK POWER LT TANK           282 30 19.8
 FG1581
 FG1581_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV9670201466(NAD 83)
 FG1581
 FG1581|---------------------------------------------------------------------|
 FG1581| PID    Reference Object                     Distance      Geod. Az  |
 FG1581|                                                           dddmmss.s |
 FG1581| CI1254 BROWN AZ MK                                        1030711.8 |
 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 2822904.5 |
 FG1581| FG1826 RUSSELLVILLE FED COMPRESS W TK      APPROX. 7.8 KM 2850241.1 |
 FG1581| FG1827 RUSSELLVILLE FED COMPRESS E TK      APPROX. 7.8 KM 2850225.8 |
 FG1581|---------------------------------------------------------------------|
 FG1581
 FG1581                          SUPERSEDED SURVEY CONTROL
 FG1581
 FG1581  NAD 83(1997)-  35 15 22.65474(N)    093 02 10.50635(W) AD(       ) 1
 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
 FG1581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1581.See file dsdata.pdf to determine how the superseded data were derived.
 FG1581
 FG1581_MARKER: DS = TRIANGULATION STATION DISK
 FG1581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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  HISTORY     - 20241125 GOOD             USACEL
 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.
 FG1581
 FG1581                          STATION RECOVERY (2024)
 FG1581
 FG1581'RECOVERY NOTE BY USACE LITTLE ROCK 2024 (JKC)
 FG1581'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GE0870 ***********************************************************************
 GE0870  DESIGNATION -  BROWN
 GE0870  PID         -  GE0870
 GE0870  STATE/COUNTY-  AR/SHARP
 GE0870  COUNTRY     -  US
 GE0870  USGS QUAD   -  WILLIFORD (2017)
 GE0870
 GE0870                         *CURRENT SURVEY CONTROL
 GE0870  ______________________________________________________________________
 GE0870* NAD 83(1997) POSITION- 36 18 08.38681(N) 091 17 05.33337(W)   ADJUSTED
 GE0870* NAVD 88 ORTHO HEIGHT -   211.    (meters)      692.    (feet) SCALED
 GE0870  ______________________________________________________________________
 GE0870  GEOID HEIGHT    -        -28.396 (meters)                     GEOID18
 GE0870  LAPLACE CORR    -          0.52  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0870.GEOID18 height accuracy estimate available here.
 GE0870
 GE0870.Click photographs - Photos may exist for this station.
 GE0870
 GE0870.The Laplace correction was computed from DEFLEC18 derived deflections.
 GE0870
 GE0870. The following values were computed from the NAD 83(1997) position.
 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  =   0.99998569
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA5400018847(NAD 83)
 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
 GE0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0870.See file dsdata.pdf to determine how the superseded data were derived.
 GE0870
 GE0870_MARKER: DS = TRIANGULATION STATION DISK
 GE0870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0870_STAMPING: BROWN 1955
 GE0870_MARK LOGO: CGS
 GE0870_PROJECTION: FLUSH
 GE0870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0870+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1582 ***********************************************************************
 FG1582  DESIGNATION -  BROWN RM 1
 FG1582  PID         -  FG1582
 FG1582  STATE/COUNTY-  AR/POPE
 FG1582  COUNTRY     -  US
 FG1582  USGS QUAD   -  RUSSELLVILLE EAST (2017)
 FG1582
 FG1582                         *CURRENT SURVEY CONTROL
 FG1582  ______________________________________________________________________
 FG1582* NAD 83(1986) POSITION- 35 15 21.89   (N) 093 02 10.11   (W)   HD_HELD1
 FG1582* NAVD 88 ORTHO HEIGHT -   250.492 (meters)      821.82  (feet) ADJUSTED
 FG1582  ______________________________________________________________________
 FG1582  GEOID HEIGHT    -        -28.983 (meters)                     GEOID18
 FG1582  DYNAMIC HEIGHT  -        250.255 (meters)      821.04  (feet) COMP
 FG1582  MODELED GRAVITY -    979,684.4   (mgal)                       NAVD 88
 FG1582
 FG1582  VERT ORDER      -  FIRST     CLASS II
 FG1582
 FG1582.The horizontal coordinates were determined by differentially corrected
 FG1582.hand held GPS observations or other comparable positioning techniques
 FG1582.and have an estimated accuracy of +/- 3 meters.
 FG1582
 FG1582.The orthometric height was determined by differential leveling and
 FG1582.adjusted by the NATIONAL GEODETIC SURVEY
 FG1582.in June 1991.
 FG1582
 FG1582.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1582.GEOID18 height accuracy estimate available here.
 FG1582
 FG1582.Click photographs - Photos may exist for this station.
 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     -   102,866.9     305,714.4     MT  (+/- 3 meters HH1 GPS) 
 FG1582
 FG1582_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV9671201442(NAD 83)
 FG1582
 FG1582                          SUPERSEDED SURVEY CONTROL
 FG1582
 FG1582.No superseded survey control is available for this station.
 FG1582
 FG1582_MARKER: DR = REFERENCE MARK DISK
 FG1582_SETTING: 66 = SET IN 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
 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.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1583 ***********************************************************************
 FG1583  DESIGNATION -  BROWN RM 2
 FG1583  PID         -  FG1583
 FG1583  STATE/COUNTY-  AR/POPE
 FG1583  COUNTRY     -  US
 FG1583  USGS QUAD   -  RUSSELLVILLE EAST (2017)
 FG1583
 FG1583                         *CURRENT SURVEY CONTROL
 FG1583  ______________________________________________________________________
 FG1583* NAD 83(1986) POSITION- 35 15 22.56   (N) 093 02 11.29   (W)   HD_HELD1
 FG1583* NAVD 88 ORTHO HEIGHT -   251.152 (meters)      823.99  (feet) ADJUSTED
 FG1583  ______________________________________________________________________
 FG1583  GEOID HEIGHT    -        -28.983 (meters)                     GEOID18
 FG1583  DYNAMIC HEIGHT  -        250.916 (meters)      823.21  (feet) COMP
 FG1583  MODELED GRAVITY -    979,684.4   (mgal)                       NAVD 88
 FG1583
 FG1583  VERT ORDER      -  FIRST     CLASS II
 FG1583
 FG1583.The horizontal coordinates were determined by differentially corrected
 FG1583.hand held GPS observations or other comparable positioning techniques
 FG1583.and have an estimated accuracy of +/- 3 meters.
 FG1583
 FG1583.The orthometric height was determined by differential leveling and
 FG1583.adjusted by the NATIONAL GEODETIC SURVEY
 FG1583.in June 1991.
 FG1583
 FG1583.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1583.GEOID18 height accuracy estimate available here.
 FG1583
 FG1583.Click photographs - Photos may exist for this station.
 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     -   102,887.9     305,684.8     MT  (+/- 3 meters HH1 GPS) 
 FG1583
 FG1583_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV9668201463(NAD 83)
 FG1583
 FG1583                          SUPERSEDED SURVEY CONTROL
 FG1583
 FG1583.No superseded survey control is available for this station.
 FG1583
 FG1583_MARKER: DR = REFERENCE MARK DISK
 FG1583_SETTING: 66 = SET IN 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
 FG1583                          STATION DESCRIPTION
 FG1583
 FG1583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FG1583'4.8 KM (3.0 MI) NORTH FROM POTTSVILLE.  1.3 KM (0.8 MI) EAST ALONG
 FG1583'U.S. HIGHWAY 64 FROM THE JUNCTION OF STATE ROUTE 247 IN POTTSVILLE,
 FG1583'THENCE 1.9 KM (1.2 MI) NORTH ALONG STATE ROUTE 363, PASSING OVER
 FG1583'INTERSTATE HIGHWAY 40 AND UP MOUNTAIN TO A T-INTERSECTION, THENCE 1.6
 FG1583'KM (1.0 MI) WESTERLY ALONG A DIRT ROAD AND EDGE OF THE MOUNTAIN,
 FG1583'PASSING OVER TWO CATTLE GUARDS, TO A SMALL CLEARING AND SITE OF AN OLD
 FG1583'FARMHOUSE FOUNDATION, SET IN THE TOP OF A FOUR FOOT BY FOUR FOOT ROCK
 FG1583'OUTCROP PROJECTING ABOUT ONE FOOT, 26.5 METERS (87.0 FT) SOUTH OF THE
 FG1583'SOUTH WALL OF HOUSE FOUNDATION, 11.9 M (39.0 FT) SOUTH OF A 30-INCH
 FG1583'OAK TREE, 10.7 METERS (35.0 FT) NORTH OF THE SOUTH EDGE OF BLUFF, AND
 FG1583'20.0 METERS (65.6 FT) WEST-SOUTHWEST OF TRIANGULATION STATION BROWN
 FG1583'1940.  IT IS 19.8 METERS WEST-SOUTHWEST FROM A WITNESS POST.  IT IS
 FG1583'0.31 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.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF2050 ***********************************************************************
 FF2050  DESIGNATION -  BROWNS
 FF2050  PID         -  FF2050
 FF2050  STATE/COUNTY-  AR/CRITTENDEN
 FF2050  COUNTRY     -  US
 FF2050  USGS QUAD   -  CHATFIELD (2017)
 FF2050
 FF2050                         *CURRENT SURVEY CONTROL
 FF2050  ______________________________________________________________________
 FF2050* NAD 83(1997) POSITION- 35 05 32.28609(N) 090 23 11.45184(W)   ADJUSTED
 FF2050* NAVD 88 ORTHO HEIGHT -    63.81  (+/-2cm)      209.4   (feet) VERTCON3
 FF2050  ______________________________________________________________________
 FF2050  GEOID HEIGHT    -        -27.160 (meters)                     GEOID18
 FF2050  LAPLACE CORR    -         -1.05  (seconds)                    DEFLEC18
 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
 FF2050.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF2050.GEOID18 height accuracy estimate available here.
 FF2050
 FF2050.The vertical order pertains to the NGVD 29 superseded value.
 FF2050
 FF2050.Click photographs - Photos may exist for this station.
 FF2050
 FF2050.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF2050
 FF2050. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999425  x   0.99997255  =   0.99996680
 FF2050!SPC TN       -   0.99999425  x   1.00003157  =   1.00002582
 FF2050!UTM  15      -   0.99999425  x   1.00029959  =   1.00029384
 FF2050
 FF2050:                Primary Azimuth Mark                     Grid Az
 FF2050:SPC AR N     -  CURVE                                    255 29 08.1
 FF2050:SPC TN       -  CURVE                                    258 59 33.0
 FF2050:UTM  15      -  CURVE                                    254 55 16.6
 FF2050
 FF2050_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU3824586404(NAD 83)
 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(1995)-  35 05 32.28770(N)    090 23 11.45119(W) AD(       ) 1
 FF2050  NAD 83(1993)-  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  USSD        -  35 05 32.15100(N)    090 23 10.87000(W) AD(       ) 3
 FF2050  NGVD 29              63.79   (m)          209.3    (f) LEVELING    3  
 FF2050
 FF2050.Superseded values are not recommended for survey control.
 FF2050
 FF2050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2050.See file dsdata.pdf to determine how the superseded data were derived.
 FF2050
 FF2050_MARKER: DS = TRIANGULATION STATION DISK
 FF2050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2050_STAMPING: BROWNS 1916
 FF2050_MARK LOGO: CGS
 FF2050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF2050+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0210 ***********************************************************************
 FF0210  DESIGNATION -  BROWNS 2
 FF0210  PID         -  FF0210
 FF0210  STATE/COUNTY-  AR/CRITTENDEN
 FF0210  COUNTRY     -  US
 FF0210  USGS QUAD   -  CHATFIELD (2017)
 FF0210
 FF0210                         *CURRENT SURVEY CONTROL
 FF0210  ______________________________________________________________________
 FF0210* NAD 83(1997) POSITION- 35 05 30.55308(N) 090 23 11.96691(W)   ADJUSTED
 FF0210* NAVD 88 ORTHO HEIGHT -    63.403 (meters)      208.01  (feet) ADJUSTED
 FF0210  ______________________________________________________________________
 FF0210  GEOID HEIGHT    -        -27.160 (meters)                     GEOID18
 FF0210  LAPLACE CORR    -         -1.05  (seconds)                    DEFLEC18
 FF0210  DYNAMIC HEIGHT  -         63.346 (meters)      207.83  (feet) COMP
 FF0210  MODELED GRAVITY -    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 and
 FF0210.adjusted by the NATIONAL GEODETIC SURVEY
 FF0210.in June 1991.
 FF0210
 FF0210.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0210.GEOID18 height accuracy estimate available here.
 FF0210
 FF0210.Click photographs - Photos may exist for this station.
 FF0210
 FF0210.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 FF0210:SPC AR N     -  BROWNS 2 AZ MK                           099 45 35.6
 FF0210:SPC TN       -  BROWNS 2 AZ MK                           103 16 00.5
 FF0210:UTM  15      -  BROWNS 2 AZ MK                           099 11 44.2
 FF0210
 FF0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU3823386350(NAD 83)
 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(1995)-  35 05 30.55468(N)    090 23 11.96627(W) AD(       ) 2
 FF0210  NAD 83(1993)-  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              63.38   (m)          207.9    (f) LEVELING    3  
 FF0210  NGVD 29 (11/26/84)   63.381  (m)          207.94   (f) ADJUSTED    1 2
 FF0210
 FF0210.Superseded values are not recommended for survey control.
 FF0210
 FF0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0210.See file dsdata.pdf to determine how the superseded data were derived.
 FF0210
 FF0210_MARKER: DS = TRIANGULATION STATION DISK
 FF0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0210_STAMPING: BROWNS 2 1954
 FF0210_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0211 ***********************************************************************
 FF0211  DESIGNATION -  BROWNS 2 AZ MK
 FF0211  PID         -  FF0211
 FF0211  STATE/COUNTY-  AR/CRITTENDEN
 FF0211  COUNTRY     -  US
 FF0211  USGS QUAD   -  EDMONDSON (2017)
 FF0211
 FF0211                         *CURRENT SURVEY CONTROL
 FF0211  ______________________________________________________________________
 FF0211* NAD 83(1986) POSITION- 35 05 23.     (N) 090 22 25.     (W)   SCALED
 FF0211* NAVD 88 ORTHO HEIGHT -    62.230 (meters)      204.17  (feet) ADJUSTED
 FF0211  ______________________________________________________________________
 FF0211  GEOID HEIGHT    -        -27.167 (meters)                     GEOID18
 FF0211  DYNAMIC HEIGHT  -         62.174 (meters)      203.98  (feet) COMP
 FF0211  MODELED GRAVITY -    979,732.8   (mgal)                       NAVD 88
 FF0211
 FF0211  VERT ORDER      -  FIRST     CLASS II
 FF0211
 FF0211.The horizontal coordinates were scaled from a map and have
 FF0211.an estimated accuracy of +/- 6 seconds.
 FF0211
 FF0211.The orthometric height was determined by differential leveling and
 FF0211.adjusted by the NATIONAL GEODETIC SURVEY
 FF0211.in June 1991.
 FF0211
 FF0211.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0211.GEOID18 height accuracy estimate available here.
 FF0211
 FF0211.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU394861(NAD 83)
 FF0211
 FF0211                          SUPERSEDED SURVEY CONTROL
 FF0211
 FF0211  NGVD 29 (11/26/84)   62.208  (m)          204.09   (f) ADJUSTED    1 2
 FF0211
 FF0211.Superseded values are not recommended for survey control.
 FF0211
 FF0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0211.See file dsdata.pdf to determine how the superseded data were derived.
 FF0211
 FF0211_MARKER: DZ = AZIMUTH MARK DISK
 FF0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0211_STAMPING: BROWNS 2 1954
 FF0211_MARK LOGO: CGS
 FF0211_PROJECTION: PROJECTING 3 CENTIMETERS
 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  HISTORY     - 20120221 POOR             BFENG
 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.
 FF0211
 FF0211                          STATION RECOVERY (2012)
 FF0211
 FF0211'RECOVERY NOTE BY B AND F ENGINEERING 2012 (RDB)
 FF0211'MONUMENT AND DIRT AROUND IT IS SLOWLY FALLING OFF INTO THE DITCH.
 FF0211'MONUMENT IS LEANING ALSO.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0209 ***********************************************************************
 FF0209  DESIGNATION -  BROWNS 2 RM 4
 FF0209  PID         -  FF0209
 FF0209  STATE/COUNTY-  AR/CRITTENDEN
 FF0209  COUNTRY     -  US
 FF0209  USGS QUAD   -  CHATFIELD (2017)
 FF0209
 FF0209                         *CURRENT SURVEY CONTROL
 FF0209  ______________________________________________________________________
 FF0209* NAD 83(1986) POSITION- 35 05 30.28   (N) 090 23 12.92   (W)   HD_HELD1
 FF0209* NAVD 88 ORTHO HEIGHT -    62.746 (meters)      205.86  (feet) ADJUSTED
 FF0209  ______________________________________________________________________
 FF0209  GEOID HEIGHT    -        -27.159 (meters)                     GEOID18
 FF0209  DYNAMIC HEIGHT  -         62.690 (meters)      205.68  (feet) COMP
 FF0209  MODELED GRAVITY -    979,733.2   (mgal)                       NAVD 88
 FF0209
 FF0209  VERT ORDER      -  FIRST     CLASS II
 FF0209
 FF0209.The horizontal coordinates were determined by differentially corrected
 FF0209.hand held GPS observations or other comparable positioning techniques
 FF0209.and have an estimated accuracy of +/- 3 meters.
 FF0209
 FF0209.The orthometric height was determined by differential leveling and
 FF0209.adjusted by the NATIONAL GEODETIC SURVEY
 FF0209.in June 1991.
 FF0209
 FF0209.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0209.GEOID18 height accuracy estimate available here.
 FF0209
 FF0209.Click photographs - Photos may exist for this station.
 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     -    85,344.3     547,079.8     MT  (+/- 3 meters HH1 GPS) 
 FF0209
 FF0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU3820986341(NAD 83)
 FF0209
 FF0209                          SUPERSEDED SURVEY CONTROL
 FF0209
 FF0209  NGVD 29 (11/26/84)   62.724  (m)          205.79   (f) ADJUSTED    1 2
 FF0209
 FF0209.Superseded values are not recommended for survey control.
 FF0209
 FF0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0209.See file dsdata.pdf to determine how the superseded data were derived.
 FF0209
 FF0209_MARKER: DR = REFERENCE MARK DISK
 FF0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0209_STAMPING: BROWNS 2 NO 4 1954
 FF0209_MARK LOGO: CGS
 FF0209_PROJECTION: RECESSED 8 CENTIMETERS
 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
 FF0209'4.45 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 = MARCH 20, 2026 22:17:28 EDT
 FG1667 ***********************************************************************
 FG1667  DESIGNATION -  BROWNSVILLE
 FG1667  PID         -  FG1667
 FG1667  STATE/COUNTY-  AR/CLEBURNE
 FG1667  COUNTRY     -  US
 FG1667  USGS QUAD   -  BROWNSVILLE (2017)
 FG1667
 FG1667                         *CURRENT SURVEY CONTROL
 FG1667  ______________________________________________________________________
 FG1667* NAD 83(1997) POSITION- 35 35 42.03225(N) 092 05 26.67478(W)   ADJUSTED
 FG1667* NAVD 88 ORTHO HEIGHT -   206.    (meters)      676.    (feet) SCALED
 FG1667  ______________________________________________________________________
 FG1667  GEOID HEIGHT    -        -27.526 (meters)                     GEOID18
 FG1667  LAPLACE CORR    -          2.28  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1667.GEOID18 height accuracy estimate available here.
 FG1667
 FG1667.Click photographs - Photos may exist for this station.
 FG1667
 FG1667.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1667
 FG1667. The following values were computed from the NAD 83(1997) position.
 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  =   0.99990793
 FG1667!UTM  15      -   0.99997197  x   0.99968360  =   0.99965558
 FG1667
 FG1667:                Primary Azimuth Mark                     Grid Az
 FG1667:SPC AR N     -  DRASCO                                   064 04 40.9
 FG1667:UTM  15      -  DRASCO                                   063 29 45.4
 FG1667
 FG1667_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV8236739410(NAD 83)
 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
 FG1667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1667.See file dsdata.pdf to determine how the superseded data were derived.
 FG1667
 FG1667_MARKER: DS = TRIANGULATION STATION DISK
 FG1667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1667_STAMPING: BROWNSVILLE 1954
 FG1667_MARK LOGO: CGS
 FG1667_PROJECTION: FLUSH
 FG1667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1667+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EH3062 ***********************************************************************
 EH3062  DESIGNATION -  BRUMMITT
 EH3062  PID         -  EH3062
 EH3062  STATE/COUNTY-  AR/LONOKE
 EH3062  COUNTRY     -  US
 EH3062  USGS QUAD   -  GERIDGE (2017)
 EH3062
 EH3062                         *CURRENT SURVEY CONTROL
 EH3062  ______________________________________________________________________
 EH3062* NAD 83(1997) POSITION- 34 32 20.81585(N) 091 39 42.06992(W)   ADJUSTED
 EH3062* NAVD 88 ORTHO HEIGHT -    61.    (meters)      200.    (feet) SCALED
 EH3062  ______________________________________________________________________
 EH3062  GEOID HEIGHT    -        -26.560 (meters)                     GEOID18
 EH3062  LAPLACE CORR    -         -1.30  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH3062.GEOID18 height accuracy estimate available here.
 EH3062
 EH3062.Click photographs - Photos may exist for this station.
 EH3062
 EH3062.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH3062
 EH3062. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999460  x   0.99995716  =   0.99995176
 EH3062!UTM  15      -   0.99999460  x   0.99978590  =   0.99978050
 EH3062
 EH3062:                Primary Azimuth Mark                     Grid Az
 EH3062:SPC AR S     -  BRUMMITT AZ MK                           266 00 15.7
 EH3062:UTM  15      -  BRUMMITT AZ MK                           265 26 05.4
 EH3062
 EH3062_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU2280822747(NAD 83)
 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
 EH3062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3062.See file dsdata.pdf to determine how the superseded data were derived.
 EH3062
 EH3062_MARKER: DS = TRIANGULATION STATION DISK
 EH3062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH3062_STAMPING: BRUMMITT 1965
 EH3062_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0868 ***********************************************************************
 GF0868  DESIGNATION -  BRUSH
 GF0868  PID         -  GF0868
 GF0868  STATE/COUNTY-  AR/WASHINGTON
 GF0868  COUNTRY     -  US
 GF0868  USGS QUAD   -  SPRING VALLEY (2017)
 GF0868
 GF0868                         *CURRENT SURVEY CONTROL
 GF0868  ______________________________________________________________________
 GF0868* NAD 83(1997) POSITION- 36 10 42.53591(N) 093 56 31.77225(W)   ADJUSTED
 GF0868* NAVD 88 ORTHO HEIGHT -   478.3   (meters)     1569.    (feet) VERTCON3
 GF0868  ______________________________________________________________________
 GF0868  GEOID HEIGHT    -        -28.028 (meters)                     GEOID18
 GF0868  LAPLACE CORR    -          0.53  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0868.GEOID18 height accuracy estimate available here.
 GF0868
 GF0868.Click photographs - Photos may exist for this station.
 GF0868
 GF0868.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0868
 GF0868. The following values were computed from the NAD 83(1997) position.
 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     -   0.99992933  x   0.99998962  =   0.99991895
 GF0868!UTM  15      -   0.99992933  x   0.99968844  =   0.99961779
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA1527604156(NAD 83)
 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(1993)-  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
 GF0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0868.See file dsdata.pdf to determine how the superseded data were derived.
 GF0868
 GF0868_MARKER: DS = TRIANGULATION STATION DISK
 GF0868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0868_STAMPING: BRUSH 1940
 GF0868_MARK LOGO: CGS
 GF0868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0868+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1917 ***********************************************************************
 FG1917  DESIGNATION -  BRUSHY
 FG1917  PID         -  FG1917
 FG1917  STATE/COUNTY-  AR/FRANKLIN
 FG1917  COUNTRY     -  US
 FG1917  USGS QUAD   -  YALE (2017)
 FG1917
 FG1917                         *CURRENT SURVEY CONTROL
 FG1917  ______________________________________________________________________
 FG1917* NAD 83(1997) POSITION- 35 38 04.34741(N) 093 44 25.72194(W)   ADJUSTED
 FG1917* NAVD 88 ORTHO HEIGHT -   636.5   (meters)     2088.    (feet) VERTCON3
 FG1917  ______________________________________________________________________
 FG1917  GEOID HEIGHT    -        -28.567 (meters)                     GEOID18
 FG1917  LAPLACE CORR    -          0.90  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1917.GEOID18 height accuracy estimate available here.
 FG1917
 FG1917.Click photographs - Photos may exist for this station.
 FG1917
 FG1917.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1917
 FG1917. The following values were computed from the NAD 83(1997) position.
 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  =   0.99984092
 FG1917!UTM  15      -   0.99990459  x   0.99965539  =   0.99956002
 FG1917
 FG1917:                Primary Azimuth Mark                     Grid Az
 FG1917:SPC AR N     -  JETHRO                                   253 34 33.1
 FG1917:UTM  15      -  JETHRO                                   252 59 40.2
 FG1917
 FG1917_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV3295543667(NAD 83)
 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(1993)-  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
 FG1917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1917.See file dsdata.pdf to determine how the superseded data were derived.
 FG1917
 FG1917_MARKER: DS = TRIANGULATION STATION DISK
 FG1917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1917_STAMPING: BRUSHY 1971
 FG1917_MARK LOGO: CGS
 FG1917_PROJECTION: PROJECTING 10 CENTIMETERS
 FG1917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1917+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1776 ***********************************************************************
 FG1776  DESIGNATION -  BRYAN
 FG1776  PID         -  FG1776
 FG1776  STATE/COUNTY-  AR/SEARCY
 FG1776  COUNTRY     -  US
 FG1776  USGS QUAD   -  MARSHALL (2017)
 FG1776
 FG1776                         *CURRENT SURVEY CONTROL
 FG1776  ______________________________________________________________________
 FG1776* NAD 83(1997) POSITION- 35 53 24.97968(N) 092 44 47.54773(W)   ADJUSTED
 FG1776* NAVD 88 ORTHO HEIGHT -   537.    (meters)     1762.    (feet) SCALED
 FG1776  ______________________________________________________________________
 FG1776  GEOID HEIGHT    -        -28.127 (meters)                     GEOID18
 FG1776  LAPLACE CORR    -         -0.17  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1776.GEOID18 height accuracy estimate available here.
 FG1776
 FG1776.Click photographs - Photos may exist for this station.
 FG1776
 FG1776.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1776
 FG1776. The following values were computed from the NAD 83(1997) position.
 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     -   0.99992012  x   0.99995016  =   0.99987028
 FG1776!UTM  15      -   0.99992012  x   0.99960645  =   0.99952660
 FG1776
 FG1776:                Primary Azimuth Mark                     Grid Az
 FG1776:SPC AR N     -  HORN                                     274 59 22.5
 FG1776:UTM  15      -  HORN                                     274 24 23.7
 FG1776
 FG1776_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV2287571807(NAD 83)
 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
 FG1776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1776.See file dsdata.pdf to determine how the superseded data were derived.
 FG1776
 FG1776_MARKER: DS = TRIANGULATION STATION DISK
 FG1776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1776_STAMPING: BRYAN 1953
 FG1776_MARK LOGO: CGS
 FG1776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1776+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DK0967 ***********************************************************************
 DK0967  DESIGNATION -  BRYANT
 DK0967  PID         -  DK0967
 DK0967  STATE/COUNTY-  AR/DESHA
 DK0967  COUNTRY     -  US
 DK0967  USGS QUAD   -  ARKANSAS CITY (2017)
 DK0967
 DK0967                         *CURRENT SURVEY CONTROL
 DK0967  ______________________________________________________________________
 DK0967* NAD 83(1986) POSITION- 33 36 41.     (N) 091 11 47.     (W)   SCALED
 DK0967* NAVD 88 ORTHO HEIGHT -    41.84  (+/-2cm)      137.3   (feet) VERTCON3
 DK0967  ______________________________________________________________________
 DK0967  GEOID HEIGHT    -        -26.495 (meters)                     GEOID18
 DK0967  VERT ORDER      -  ? (See Below)
 DK0967
 DK0967.The horizontal coordinates were scaled from a 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
 DK0967.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK0967.GEOID18 height accuracy estimate available here.
 DK0967
 DK0967.The vertical order pertains to the NGVD 29 superseded value.
 DK0967
 DK0967.Click photographs - Photos may exist for this station.
 DK0967
 DK0967;                    North         East    Units  Estimated Accuracy
 DK0967;SPC AR S     -   505,070.      474,570.      MT  (+/- 180 meters Scaled)
 DK0967
 DK0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT673205(NAD 83)
 DK0967
 DK0967                          SUPERSEDED SURVEY CONTROL
 DK0967
 DK0967  NGVD 29 (11/26/84)   41.957  (m)          137.65   (f) ADJUSTED       
 DK0967
 DK0967.Superseded values are not recommended for survey control.
 DK0967
 DK0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0967.See file dsdata.pdf to determine how the superseded data were derived.
 DK0967
 DK0967_MARKER: P = PIPE CAP
 DK0967_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK0967_STAMPING: BRYANT 1931
 DK0967_MARK LOGO: USACE
 DK0967_MAGNETIC: P = MARKER IS A STEEL PIPE
 DK0967_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0967
 DK0967  HISTORY     - Date     Condition        Report By
 DK0967  HISTORY     - 1931     MONUMENTED       USACE
 DK0967
 DK0967                          STATION DESCRIPTION
 DK0967
 DK0967'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1931
 DK0967'THE MARK IS LOCATED ABOUT 18.9 KM (11.7 MI) EAST OF MCGEHEE, 15.5 KM
 DK0967'(9.6 MI) SOUTHEAST OF MCARTHUR, 14.6 KM (9.1 MI) NORTHEAST OF HALLEY
 DK0967'AND 1.0 KM (0.6 MI) EAST-NORTHEAST OF ARKANSAS CITY.
 DK0967'
 DK0967'THE STATION IS FOUND IN ARKANSAS CITY ABOUT 0.4 MI (0.6 KM) NORTHEAST
 DK0967'FROM THE DESHA COUNTY COURTHOUSE ALONG ROBERT S MORE AVENUE AND FOUND
 DK0967'NEAR THE CENTER SECTION 33, T12S, R1W.
 DK0967'
 DK0967'THE STATION IS LOCATED 39 FT (11.9 M) SOUTHWEST AND 36 FT (11.0 M)
 DK0967'SOUTHEAST OF X-RD AND 15 FT (4.6 M) NORTH OF THE NORTH CORNER OF THE
 DK0967'HOUSE SETTING ON TOP OF A 4 INCH (10 CM) DIAMETER IRON PIPE.
 DK0967'OWNERSHIP--MRS M BRYANT.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0851 ***********************************************************************
 GF0851  DESIGNATION -  BRYANT
 GF0851  PID         -  GF0851
 GF0851  STATE/COUNTY-  AR/MADISON
 GF0851  COUNTRY     -  US
 GF0851  USGS QUAD   -  KINGSTON (2017)
 GF0851
 GF0851                         *CURRENT SURVEY CONTROL
 GF0851  ______________________________________________________________________
 GF0851* NAD 83(1997) POSITION- 36 01 38.52325(N) 093 35 01.01696(W)   ADJUSTED
 GF0851* NAVD 88 ORTHO HEIGHT -   555.3   (meters)     1822.    (feet) VERTCON3
 GF0851  ______________________________________________________________________
 GF0851  GEOID HEIGHT    -        -27.935 (meters)                     GEOID18
 GF0851  LAPLACE CORR    -          0.76  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0851.GEOID18 height accuracy estimate available here.
 GF0851
 GF0851.Click photographs - Photos may exist for this station.
 GF0851
 GF0851.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0851
 GF0851. The following values were computed from the NAD 83(1997) position.
 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     -   0.99991723  x   0.99996577  =   0.99988301
 GF0851!UTM  15      -   0.99991723  x   0.99963407  =   0.99955133
 GF0851
 GF0851:                Primary Azimuth Mark                     Grid Az
 GF0851:SPC AR N     -  BRYANT AZ MK                             218 57 15.7
 GF0851:UTM  15      -  BRYANT AZ MK                             218 22 34.1
 GF0851
 GF0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV4741787141(NAD 83)
 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(1993)-  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
 GF0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0851.See file dsdata.pdf to determine how the superseded data were derived.
 GF0851
 GF0851_MARKER: DS = TRIANGULATION STATION DISK
 GF0851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0851_STAMPING: BRYANT 1971
 GF0851_MARK LOGO: CGS
 GF0851_PROJECTION: FLUSH
 GF0851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0851+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0852 ***********************************************************************
 GF0852  DESIGNATION -  BRYANT RM 2
 GF0852  PID         -  GF0852
 GF0852  STATE/COUNTY-  AR/MADISON
 GF0852  COUNTRY     -  US
 GF0852  USGS QUAD   -  KINGSTON (2017)
 GF0852
 GF0852                         *CURRENT SURVEY CONTROL
 GF0852  ______________________________________________________________________
 GF0852* NAD 83(1997) POSITION- 36 01 38.41311(N) 093 35 01.54352(W)   ADJUSTED
 GF0852* NAVD 88 ORTHO HEIGHT -   554.3   (meters)     1819.    (feet) VERTCON3
 GF0852  ______________________________________________________________________
 GF0852  GEOID HEIGHT    -        -27.936 (meters)                     GEOID18
 GF0852  LAPLACE CORR    -          0.76  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0852.GEOID18 height accuracy estimate available here.
 GF0852
 GF0852.Click photographs - Photos may exist for this station.
 GF0852
 GF0852.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0852
 GF0852. The following values were computed from the NAD 83(1997) position.
 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     -   0.99991739  x   0.99996576  =   0.99988315
 GF0852!UTM  15      -   0.99991739  x   0.99963408  =   0.99955150
 GF0852
 GF0852:                Primary Azimuth Mark                     Grid Az
 GF0852:SPC AR N     -  CARTER                                   210 06 10.3
 GF0852:UTM  15      -  CARTER                                   209 31 28.7
 GF0852
 GF0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV4740487138(NAD 83)
 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(1993)-  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
 GF0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0852.See file dsdata.pdf to determine how the superseded data were derived.
 GF0852
 GF0852_MARKER: DR = REFERENCE MARK DISK
 GF0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0852_STAMPING: BRYANT NO 2 1971
 GF0852_MARK LOGO: CGS
 GF0852_PROJECTION: FLUSH
 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 = MARCH 20, 2026 22:17:28 EDT
 EK0876 ***********************************************************************
 EK0876  DESIGNATION -  BUCK
 EK0876  PID         -  EK0876
 EK0876  STATE/COUNTY-  AR/SEVIER
 EK0876  COUNTRY     -  US
 EK0876  USGS QUAD   -  DE QUEEN (2017)
 EK0876
 EK0876                         *CURRENT SURVEY CONTROL
 EK0876  ______________________________________________________________________
 EK0876* NAD 83(1997) POSITION- 34 02 44.72821(N) 094 15 47.45314(W)   ADJUSTED
 EK0876* NAVD 88 ORTHO HEIGHT -   144.    (meters)      472.    (feet) SCALED
 EK0876  ______________________________________________________________________
 EK0876  GEOID HEIGHT    -        -27.832 (meters)                     GEOID18
 EK0876  LAPLACE CORR    -          1.11  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0876.GEOID18 height accuracy estimate available here.
 EK0876
 EK0876.Click photographs - Photos may exist for this station.
 EK0876
 EK0876.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0876
 EK0876. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 EK0876:SPC AR S     -  DE QUEEN                                 223 27 09.0
 EK0876:UTM  15      -  DE QUEEN                                 222 53 35.1
 EK0876
 EK0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT8340667949(NAD 83)
 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(1993)-  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
 EK0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0876.See file dsdata.pdf to determine how the superseded data were derived.
 EK0876
 EK0876_MARKER: DS = TRIANGULATION STATION DISK
 EK0876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0876_STAMPING: BUCK 1952
 EK0876_MARK LOGO: CGS
 EK0876_PROJECTION: FLUSH
 EK0876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0876+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ2049 ***********************************************************************
 EJ2049  DESIGNATION -  BUCK KNOB
 EJ2049  PID         -  EJ2049
 EJ2049  STATE/COUNTY-  AR/SCOTT
 EJ2049  COUNTRY     -  US
 EJ2049  USGS QUAD   -  BUCK KNOB (2017)
 EJ2049
 EJ2049                         *CURRENT SURVEY CONTROL
 EJ2049  ______________________________________________________________________
 EJ2049* NAD 83(1997) POSITION- 34 41 26.76110(N) 093 56 33.85262(W)   ADJUSTED
 EJ2049* NAVD 88 ORTHO HEIGHT -   696.0   (meters)     2283.    (feet) VERTCON3
 EJ2049  ______________________________________________________________________
 EJ2049  GEOID HEIGHT    -        -29.770 (meters)                     GEOID18
 EJ2049  LAPLACE CORR    -          3.35  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ2049.GEOID18 height accuracy estimate available here.
 EJ2049
 EJ2049.Click photographs - Photos may exist for this station.
 EJ2049
 EJ2049.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ2049
 EJ2049. The following values were computed from the NAD 83(1997) position.
 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  =   0.99995196
 EJ2049!SPC AR S     -   0.99989543  x   0.99998395  =   0.99987938
 EJ2049!UTM  15      -   0.99989543  x   0.99969190  =   0.99958736
 EJ2049
 EJ2049:                Primary Azimuth Mark                     Grid Az
 EJ2049:SPC AR N     -  BLUE                                     268 13 29.9
 EJ2049:SPC AR S     -  BLUE                                     268 10 54.6
 EJ2049:UTM  15      -  BLUE                                     267 37 51.9
 EJ2049
 EJ2049_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU1364939155(NAD 83)
 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(1993)-  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
 EJ2049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2049.See file dsdata.pdf to determine how the superseded data were derived.
 EJ2049
 EJ2049_MARKER: DS = TRIANGULATION STATION DISK
 EJ2049_SETTING: 80 = SET IN A BOULDER
 EJ2049_STAMPING: BUCK KNOB 1956
 EJ2049_MARK LOGO: CGS
 EJ2049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ2049+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ2048 ***********************************************************************
 EJ2048  DESIGNATION -  BUCK KNOB LOOKOUT TOWER
 EJ2048  PID         -  EJ2048
 EJ2048  STATE/COUNTY-  AR/SCOTT
 EJ2048  COUNTRY     -  US
 EJ2048  USGS QUAD   -  BUCK KNOB (2017)
 EJ2048
 EJ2048                         *CURRENT SURVEY CONTROL
 EJ2048  ______________________________________________________________________
 EJ2048* NAD 83(1997) POSITION- 34 41 26.44619(N) 093 56 34.41299(W)   ADJUSTED
 EJ2048  ______________________________________________________________________
 EJ2048  GEOID HEIGHT    -        -29.770 (meters)                     GEOID18
 EJ2048  LAPLACE CORR    -          3.36  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ2048.GEOID18 height accuracy estimate available here.
 EJ2048
 EJ2048.Click photographs - Photos may exist for this station.
 EJ2048
 EJ2048.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ2048
 EJ2048. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU1363539145(NAD 83)
 EJ2048
 EJ2048                          SUPERSEDED SURVEY CONTROL
 EJ2048
 EJ2048  NAD 83(1993)-  34 41 26.45192(N)    093 56 34.40981(W) AD(       ) 3
 EJ2048  NAD 83(1986)-  34 41 26.45203(N)    093 56 34.40482(W) AD(       ) 3
 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
 EJ2048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2048.See file dsdata.pdf to determine how the superseded data were derived.
 EJ2048
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1382 ***********************************************************************
 DL1382  DESIGNATION -  BUCKSNORT
 DL1382  PID         -  DL1382
 DL1382  STATE/COUNTY-  AR/DALLAS
 DL1382  COUNTRY     -  US
 DL1382  USGS QUAD   -  HOPEVILLE (2017)
 DL1382
 DL1382                         *CURRENT SURVEY CONTROL
 DL1382  ______________________________________________________________________
 DL1382* NAD 83(1997) POSITION- 33 49 29.76294(N) 092 30 16.98911(W)   ADJUSTED
 DL1382* NAVD 88 ORTHO HEIGHT -   127.86  (+/-2cm)      419.5   (feet) VERTCON3
 DL1382  ______________________________________________________________________
 DL1382  GEOID HEIGHT    -        -26.119 (meters)                     GEOID18
 DL1382  LAPLACE CORR    -          0.84  (seconds)                    DEFLEC18
 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
 DL1382.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1382.GEOID18 height accuracy estimate available here.
 DL1382
 DL1382.The vertical order pertains to the NGVD 29 superseded value.
 DL1382
 DL1382.Click photographs - Photos may exist for this station.
 DL1382
 DL1382.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1382
 DL1382. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT4583142855(NAD 83)
 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(1993)-  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             127.90   (m)          419.6    (f) LEVELING    3  
 DL1382
 DL1382.Superseded values are not recommended for survey control.
 DL1382
 DL1382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1382.See file dsdata.pdf to determine how the superseded data were derived.
 DL1382
 DL1382_MARKER: DS = TRIANGULATION STATION DISK
 DL1382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1311 ***********************************************************************
 DL1311  DESIGNATION -  BUCKSNORT LOOKOUT TWR 4 1 AFC
 DL1311  PID         -  DL1311
 DL1311  STATE/COUNTY-  AR/BRADLEY
 DL1311  COUNTRY     -  US
 DL1311  USGS QUAD   -  HERMITAGE (2017)
 DL1311
 DL1311                         *CURRENT SURVEY CONTROL
 DL1311  ______________________________________________________________________
 DL1311* NAD 83(1997) POSITION- 33 25 06.53341(N) 092 13 03.67931(W)   ADJUSTED
 DL1311  ______________________________________________________________________
 DL1311  GEOID HEIGHT    -        -26.052 (meters)                     GEOID18
 DL1311  LAPLACE CORR    -          1.23  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1311.GEOID18 height accuracy estimate available here.
 DL1311
 DL1311.Click photographs - Photos may exist for this station.
 DL1311
 DL1311.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1311
 DL1311. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS7273497954(NAD 83)
 DL1311
 DL1311                          SUPERSEDED SURVEY CONTROL
 DL1311
 DL1311  NAD 83(1986)-  33 25 06.54466(N)    092 13 03.67249(W) AD(       ) 3
 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
 DL1311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1311.See file dsdata.pdf to determine how the superseded data were derived.
 DL1311
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1283 ***********************************************************************
 DL1283  DESIGNATION -  BUD
 DL1283  PID         -  DL1283
 DL1283  STATE/COUNTY-  AR/CALHOUN
 DL1283  COUNTRY     -  US
 DL1283  USGS QUAD   -  CHAMBERSVILLE (2017)
 DL1283
 DL1283                         *CURRENT SURVEY CONTROL
 DL1283  ______________________________________________________________________
 DL1283* NAD 83(1997) POSITION- 33 38 22.34260(N) 092 27 36.97007(W)   ADJUSTED
 DL1283* NAD 83(1997) ELLIP HT-    72.499 (meters)        (09/24/01)   ADJUSTED
 DL1283* NAVD 88 ORTHO HEIGHT -    98.7   (meters)      324.    (feet) VERTCON3
 DL1283  ______________________________________________________________________
 DL1283  GEOID HEIGHT    -        -26.078 (meters)                     GEOID18
 DL1283  NAD 83(1997) X  -   -228,179.473 (meters)                     COMP
 DL1283  NAD 83(1997) Y  - -5,310,672.163 (meters)                     COMP
 DL1283  NAD 83(1997) Z  -  3,513,270.074 (meters)                     COMP
 DL1283  LAPLACE CORR    -          0.52  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1283.GEOID18 height accuracy estimate available here.
 DL1283
 DL1283.Click photographs - Photos may exist for this station.
 DL1283
 DL1283.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL1283
 DL1283.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1283
 DL1283.The ellipsoidal height was determined by GPS observations
 DL1283.and is referenced to NAD 83.
 DL1283
 DL1283. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT5005222320(NAD 83)
 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)   72.519  (m)                       GP(       ) 4 1
 DL1283  NAD 83(1993)-  33 38 22.35163(N)    092 27 36.96159(W) AD(       ) 1
 DL1283  ELLIP H (01/21/93)   72.199  (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)  RAPSU86  model used  GPS OBS        
 DL1283
 DL1283.Superseded values are not recommended for survey control.
 DL1283
 DL1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1283.See file dsdata.pdf to determine how the superseded data were derived.
 DL1283
 DL1283_MARKER: DS = TRIANGULATION STATION DISK
 DL1283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 DEPARTMENT OF TRANSPORTATION 2005 (WDA)
 DL1283'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0259 ***********************************************************************
 DL0259  DESIGNATION -  BUENA VISTA BOLT
 DL0259  PID         -  DL0259
 DL0259  STATE/COUNTY-  AR/OUACHITA
 DL0259  COUNTRY     -  US
 DL0259  USGS QUAD   -  BUENA VISTA (2017)
 DL0259
 DL0259                         *CURRENT SURVEY CONTROL
 DL0259  ______________________________________________________________________
 DL0259* NAD 83(1986) POSITION- 33 29 13.     (N) 092 57 26.     (W)   SCALED
 DL0259* NAVD 88 ORTHO HEIGHT -    86.145 (meters)      282.63  (feet) ADJUSTED
 DL0259  ______________________________________________________________________
 DL0259  GEOID HEIGHT    -        -26.335 (meters)                     GEOID18
 DL0259  DYNAMIC HEIGHT  -         86.055 (meters)      282.33  (feet) COMP
 DL0259  MODELED GRAVITY -    979,589.4   (mgal)                       NAVD 88
 DL0259
 DL0259  VERT ORDER      -  FIRST     CLASS II
 DL0259
 DL0259.The horizontal coordinates were scaled from a map and have
 DL0259.an estimated accuracy of +/- 6 seconds.
 DL0259
 DL0259.The orthometric height was determined by differential leveling and
 DL0259.adjusted by the NATIONAL GEODETIC SURVEY
 DL0259.in June 1991.
 DL0259
 DL0259.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0259.GEOID18 height accuracy estimate available here.
 DL0259
 DL0259.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT039052(NAD 83)
 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
 DL0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0259.See file dsdata.pdf to determine how the superseded data were derived.
 DL0259
 DL0259_MARKER: B = BOLT
 DL0259_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL0259_SP_SET: UNDERGROUND STONE
 DL0259_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0259
 DL0259  HISTORY     - Date     Condition        Report By
 DL0259  HISTORY     - UNK      MONUMENTED       USACE
 DL0259  HISTORY     - 1960     GOOD             CGS
 DL0259  HISTORY     - 1964     GOOD             CGS
 DL0259  HISTORY     - 20090610 MARK NOT FOUND   ARHD
 DL0259
 DL0259                          STATION DESCRIPTION
 DL0259
 DL0259'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1964
 DL0259'RECOVERED IN GOOD CONDITION.
 DL0259
 DL0259                          STATION RECOVERY (2009)
 DL0259
 DL0259'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2009 (ST)
 DL0259'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1690 ***********************************************************************
 FG1690  DESIGNATION -  BUFFALO
 FG1690  PID         -  FG1690
 FG1690  STATE/COUNTY-  AR/FAULKNER
 FG1690  COUNTRY     -  US
 FG1690  USGS QUAD   -  BARNEY (2017)
 FG1690
 FG1690                         *CURRENT SURVEY CONTROL
 FG1690  ______________________________________________________________________
 FG1690* NAD 83(1997) POSITION- 35 20 26.94961(N) 092 13 18.02669(W)   ADJUSTED
 FG1690* NAVD 88 ORTHO HEIGHT -   269.    (meters)      883.    (feet) SCALED
 FG1690  ______________________________________________________________________
 FG1690  GEOID HEIGHT    -        -27.742 (meters)                     GEOID18
 FG1690  LAPLACE CORR    -          1.83  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1690.GEOID18 height accuracy estimate available here.
 FG1690
 FG1690.Click photographs - Photos may exist for this station.
 FG1690
 FG1690.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1690
 FG1690. The following values were computed from the NAD 83(1997) position.
 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     -   0.99996213  x   0.99994491  =   0.99990704
 FG1690!UTM  15      -   0.99996213  x   0.99966165  =   0.99962379
 FG1690
 FG1690:                Primary Azimuth Mark                     Grid Az
 FG1690:SPC AR N     -  BUFFALO AZ MK RESET                      202 41 40.0
 FG1690:UTM  15      -  BUFFALO AZ MK RESET                      202 06 54.8
 FG1690
 FG1690_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV7072811117(NAD 83)
 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
 FG1690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1690.See file dsdata.pdf to determine how the superseded data were derived.
 FG1690
 FG1690_MARKER: DS = TRIANGULATION STATION DISK
 FG1690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1690_STAMPING: BUFFALO 1940
 FG1690_MARK LOGO: CGS
 FG1690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1690+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1822 ***********************************************************************
 FG1822  DESIGNATION -  BUFFALO
 FG1822  PID         -  FG1822
 FG1822  STATE/COUNTY-  AR/NEWTON
 FG1822  COUNTRY     -  US
 FG1822  USGS QUAD   -  FALLSVILLE (2017)
 FG1822
 FG1822                         *CURRENT SURVEY CONTROL
 FG1822  ______________________________________________________________________
 FG1822* NAD 83(1997) POSITION- 35 51 50.00155(N) 093 29 35.78479(W)   ADJUSTED
 FG1822* NAVD 88 ORTHO HEIGHT -   780.6   (meters)     2561.    (feet) VERTCON3
 FG1822  ______________________________________________________________________
 FG1822  GEOID HEIGHT    -        -27.903 (meters)                     GEOID18
 FG1822  LAPLACE CORR    -         -0.59  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1822.GEOID18 height accuracy estimate available here.
 FG1822
 FG1822.Click photographs - Photos may exist for this station.
 FG1822
 FG1822.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1822
 FG1822. The following values were computed from the NAD 83(1997) position.
 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     -   0.99988188  x   0.99994781  =   0.99982969
 FG1822!UTM  15      -   0.99988188  x   0.99962444  =   0.99950636
 FG1822
 FG1822:                Primary Azimuth Mark                     Grid Az
 FG1822:SPC AR N     -  PETTIGREW                                235 09 08.9
 FG1822:UTM  15      -  PETTIGREW                                234 34 21.1
 FG1822
 FG1822_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV5546568964(NAD 83)
 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(1993)-  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
 FG1822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1822.See file dsdata.pdf to determine how the superseded data were derived.
 FG1822
 FG1822_MARKER: DS = TRIANGULATION STATION DISK
 FG1822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1822_STAMPING: BUFFALO 1971
 FG1822_MARK LOGO: CGS
 FG1822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1822+STABILITY: SURFACE MOTION
 FG1822_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG1822+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2008
 FG1822
 FG1822  HISTORY     - Date     Condition        Report By
 FG1822  HISTORY     - 1971     MONUMENTED       NGS
 FG1822  HISTORY     - 20040727 MARK NOT FOUND   ARHD
 FG1822  HISTORY     - 20080420 GOOD             GEOCAC
 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 DEPARTMENT OF TRANSPORTATION 2004 (VJB)
 FG1822'MARK NOT FOUND.
 FG1822
 FG1822                          STATION RECOVERY (2008)
 FG1822
 FG1822'RECOVERY NOTE BY GEOCACHING 2008 (CA)
 FG1822'RM 2 NOT RECOVERED, RM 1 REMOVED FROM ORIGINAL LOCATION BY
 FG1822'CONSTRUCTION AND IS LOCATED IN A ROCK PILE UNDER POWER LINES
 FG1822'SERVICING THE TOWER.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1821 ***********************************************************************
 FG1821  DESIGNATION -  BUFFALO LOT
 FG1821  PID         -  FG1821
 FG1821  STATE/COUNTY-  AR/NEWTON
 FG1821  COUNTRY     -  US
 FG1821  USGS QUAD   -  FALLSVILLE (2017)
 FG1821
 FG1821                         *CURRENT SURVEY CONTROL
 FG1821  ______________________________________________________________________
 FG1821* NAD 83(1997) POSITION- 35 51 49.45309(N) 093 29 35.31439(W)   ADJUSTED
 FG1821  ______________________________________________________________________
 FG1821  GEOID HEIGHT    -        -27.903 (meters)                     GEOID18
 FG1821  LAPLACE CORR    -         -0.60  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1821.GEOID18 height accuracy estimate available here.
 FG1821
 FG1821.Click photographs - Photos may exist for this station.
 FG1821
 FG1821.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1821
 FG1821. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV5547768947(NAD 83)
 FG1821
 FG1821                          SUPERSEDED SURVEY CONTROL
 FG1821
 FG1821  NAD 83(1993)-  35 51 49.46407(N)    093 29 35.31611(W) AD(       ) 3
 FG1821  NAD 83(1986)-  35 51 49.46233(N)    093 29 35.32221(W) AD(       ) 3
 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
 FG1821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1821.See file dsdata.pdf to determine how the superseded data were derived.
 FG1821
 FG1821_MARKER: 57 = LOOKOUT TOWER
 FG1821
 FG1821  HISTORY     - Date     Condition        Report By
 FG1821  HISTORY     - 1971     FIRST OBSERVED   NGS
 FG1821
 FG1821                          STATION DESCRIPTION
 FG1821
 FG1821'DESCRIBED BY NATIONAL GEODETIC SURVEY 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 SECTION
 FG1821'OF SECTION 23, R24W, T14N, AND ON PROPERTY OF THE OZARK NATIONAL
 FG1821'FOREST.
 FG1821'
 FG1821'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 21 AND 16 IN
 FG1821'FALLSVILLE, GO WESTERLY AND NORTH ON STATE HIGHWAY 16 FOR 10.4 MILES
 FG1821'TO A ROAD FORK AND SIGN BUFFALO TOWER.  KEEP RIGHT AND GO NORTHERLY UP
 FG1821'HILL ON ROAD NUMBERED 1402 FOR 1.45 MILES TO A REVERSE FORK.  KEEP
 FG1821'RIGHT AND CONTINUE EASTERLY AHEAD ON ROAD 1402 FOR 2.0 MILES TO A
 FG1821'FORK.  KEEP RIGHT AS PER SIGN AND GO SOUTHEASTERLY ON GRADED ROAD FOR
 FG1821'0.45 MILE TO A FORK.  KEEP LEFT AND GO 0.35 MILE TO THE TOP OF HILL
 FG1821'AND STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0678 ***********************************************************************
 GF0678  DESIGNATION -  BUFORD
 GF0678  PID         -  GF0678
 GF0678  STATE/COUNTY-  AR/BAXTER
 GF0678  COUNTRY     -  US
 GF0678  USGS QUAD   -  BUFFALO CITY (2017)
 GF0678
 GF0678                         *CURRENT SURVEY CONTROL
 GF0678  ______________________________________________________________________
 GF0678* NAD 83(1997) POSITION- 36 12 54.07186(N) 092 26 56.97549(W)   ADJUSTED
 GF0678* NAVD 88 ORTHO HEIGHT -   259.    (meters)      850.    (feet) SCALED
 GF0678  ______________________________________________________________________
 GF0678  GEOID HEIGHT    -        -28.403 (meters)                     GEOID18
 GF0678  LAPLACE CORR    -          1.50  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0678.GEOID18 height accuracy estimate available here.
 GF0678
 GF0678.Click photographs - Photos may exist for this station.
 GF0678
 GF0678.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0678
 GF0678. The following values were computed from the NAD 83(1997) position.
 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  =   0.99959401
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA4951107938(NAD 83)
 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
 GF0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0678.See file dsdata.pdf to determine how the superseded data were derived.
 GF0678
 GF0678_MARKER: DS = TRIANGULATION STATION DISK
 GF0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0678_STAMPING: BUFORD 1953
 GF0678_MARK LOGO: CGS
 GF0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0678+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1425 ***********************************************************************
 DL1425  DESIGNATION -  BULL
 DL1425  PID         -  DL1425
 DL1425  STATE/COUNTY-  AR/CLARK
 DL1425  COUNTRY     -  US
 DL1425  USGS QUAD   -  READER (2017)
 DL1425
 DL1425                         *CURRENT SURVEY CONTROL
 DL1425  ______________________________________________________________________
 DL1425* NAD 83(1997) POSITION- 33 52 25.54200(N) 093 03 47.13881(W)   ADJUSTED
 DL1425* NAVD 88 ORTHO HEIGHT -   127.6   (meters)      419.    (feet) VERTCON3
 DL1425  ______________________________________________________________________
 DL1425  GEOID HEIGHT    -        -26.587 (meters)                     GEOID18
 DL1425  LAPLACE CORR    -          1.25  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1425.GEOID18 height accuracy estimate available here.
 DL1425
 DL1425.Click photographs - Photos may exist for this station.
 DL1425
 DL1425.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1425
 DL1425. The following values were computed from the NAD 83(1997) position.
 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     -   0.99998414  x   0.99992238  =   0.99990653
 DL1425!UTM  15      -   0.99998414  x   0.99960042  =   0.99958457
 DL1425
 DL1425:                Primary Azimuth Mark                     Grid Az
 DL1425:SPC AR S     -  BULL AZ MK                               252 29 22.3
 DL1425:UTM  15      -  BULL AZ MK                               251 55 46.9
 DL1425
 DL1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT9416448160(NAD 83)
 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(1993)-  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
 DL1425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1425.See file dsdata.pdf to determine how the superseded data were derived.
 DL1425
 DL1425_MARKER: DS = TRIANGULATION STATION DISK
 DL1425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1425_STAMPING: BULL 1957
 DL1425_MARK LOGO: CGS
 DL1425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1425+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1426 ***********************************************************************
 DL1426  DESIGNATION -  BULL MOUNTAIN FIRE LOT
 DL1426  PID         -  DL1426
 DL1426  STATE/COUNTY-  AR/CLARK
 DL1426  COUNTRY     -  US
 DL1426  USGS QUAD   -  READER (2017)
 DL1426
 DL1426                         *CURRENT SURVEY CONTROL
 DL1426  ______________________________________________________________________
 DL1426* NAD 83(1997) POSITION- 33 52 25.28865(N) 093 03 46.61323(W)   ADJUSTED
 DL1426  ______________________________________________________________________
 DL1426  GEOID HEIGHT    -        -26.587 (meters)                     GEOID18
 DL1426  LAPLACE CORR    -          1.25  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1426.GEOID18 height accuracy estimate available here.
 DL1426
 DL1426.Click photographs - Photos may exist for this station.
 DL1426
 DL1426.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1426
 DL1426. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT9417848153(NAD 83)
 DL1426
 DL1426                          SUPERSEDED SURVEY CONTROL
 DL1426
 DL1426  NAD 83(1993)-  33 52 25.29789(N)    093 03 46.60538(W) AD(       ) 3
 DL1426  NAD 83(1986)-  33 52 25.29879(N)    093 03 46.60450(W) AD(       ) 3
 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
 DL1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1426.See file dsdata.pdf to determine how the superseded data were derived.
 DL1426
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0695 ***********************************************************************
 GF0695  DESIGNATION -  BULL SHOALS
 GF0695  PID         -  GF0695
 GF0695  STATE/COUNTY-  AR/MARION
 GF0695  COUNTRY     -  US
 GF0695  USGS QUAD   -  COTTER (2017)
 GF0695
 GF0695                         *CURRENT SURVEY CONTROL
 GF0695  ______________________________________________________________________
 GF0695* NAD 83(1997) POSITION- 36 21 47.64482(N) 092 35 55.51037(W)   ADJUSTED
 GF0695* NAVD 88 ORTHO HEIGHT -   198.    (meters)      650.    (feet) SCALED
 GF0695  ______________________________________________________________________
 GF0695  GEOID HEIGHT    -        -28.441 (meters)                     GEOID18
 GF0695  LAPLACE CORR    -         -1.06  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0695.GEOID18 height accuracy estimate available here.
 GF0695
 GF0695.Click photographs - Photos may exist for this station.
 GF0695
 GF0695.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0695
 GF0695. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 GF0695:SPC AR N     -  BULL SHOALS DAM FLAGPOLE                 083 11 22.1
 GF0695:UTM  15      -  BULL SHOALS DAM FLAGPOLE                 082 36 11.3
 GF0695
 GF0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA3599624312(NAD 83)
 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
 GF0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0695.See file dsdata.pdf to determine how the superseded data were derived.
 GF0695
 GF0695_MARKER: DS = TRIANGULATION STATION DISK
 GF0695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0695_STAMPING: BULL SHOALS 1953
 GF0695_MARK LOGO: CGS
 GF0695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0695+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0697 ***********************************************************************
 GF0697  DESIGNATION -  BULL SHOALS
 GF0697  PID         -  GF0697
 GF0697  STATE/COUNTY-  AR/MARION
 GF0697  COUNTRY     -  US
 GF0697  USGS QUAD   -  COTTER (2017)
 GF0697
 GF0697                         *CURRENT SURVEY CONTROL
 GF0697  ______________________________________________________________________
 GF0697* NAD 83(1997) POSITION- 36 21 47.67443(N) 092 35 55.07114(W)   ADJUSTED
 GF0697* NAVD 88 ORTHO HEIGHT -   198.    (meters)      650.    (feet) SCALED
 GF0697  ______________________________________________________________________
 GF0697  GEOID HEIGHT    -        -28.441 (meters)                     GEOID18
 GF0697  LAPLACE CORR    -         -1.06  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0697.GEOID18 height accuracy estimate available here.
 GF0697
 GF0697.Click photographs - Photos may exist for this station.
 GF0697
 GF0697.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0697
 GF0697. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA3600724313(NAD 83)
 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
 GF0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0697.See file dsdata.pdf to determine how the superseded data were derived.
 GF0697
 GF0697_MARKER: DD = SURVEY DISK
 GF0697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0697_MARK LOGO: USACE
 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     - UNK      MONUMENTED       USACE
 GF0697  HISTORY     - 1953     GOOD             CGS
 GF0697  HISTORY     - 20040831 GOOD             USPSQD
 GF0697
 GF0697                          STATION DESCRIPTION
 GF0697
 GF0697'DESCRIBED BY COAST AND GEODETIC SURVEY 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 = MARCH 20, 2026 22:17:28 EDT
 GF0696 ***********************************************************************
 GF0696  DESIGNATION -  BULL SHOALS MTN SW PWR ADM RAD
 GF0696  PID         -  GF0696
 GF0696  STATE/COUNTY-  AR/MARION
 GF0696  COUNTRY     -  US
 GF0696  USGS QUAD   -  COTTER (2017)
 GF0696
 GF0696                         *CURRENT SURVEY CONTROL
 GF0696  ______________________________________________________________________
 GF0696* NAD 83(1997) POSITION- 36 21 46.99350(N) 092 35 55.20781(W)   NO CHECK
 GF0696  ______________________________________________________________________
 GF0696  GEOID HEIGHT    -        -28.441 (meters)                     GEOID18
 GF0696  LAPLACE CORR    -         -1.07  (seconds)                    DEFLEC18
 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
 GF0696.No horizontal observational check was made to the station.
 GF0696
 GF0696.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0696.GEOID18 height accuracy estimate available here.
 GF0696
 GF0696.Click photographs - Photos may exist for this station.
 GF0696
 GF0696.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0696
 GF0696. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA3600424292(NAD 83)
 GF0696
 GF0696                          SUPERSEDED SURVEY CONTROL
 GF0696
 GF0696  NAD 83(1986)-  36 21 47.00730(N)    092 35 55.20963(W) AD(       ) 3
 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
 GF0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0696.See file dsdata.pdf to determine how the superseded data were derived.
 GF0696
 GF0696_MARKER: 42 = RADIO/TV MAST
 GF0696_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0696+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2011
 GF0696
 GF0696  HISTORY     - Date     Condition        Report By
 GF0696  HISTORY     - 1965     FIRST OBSERVED   CGS
 GF0696  HISTORY     - 20040831 GOOD             USPSQD
 GF0696  HISTORY     - 20110611 GOOD             GEOCAC
 GF0696
 GF0696                          STATION DESCRIPTION
 GF0696
 GF0696'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FE2710 ***********************************************************************
 FE2710  DESIGNATION -  BURDETTE
 FE2710  PID         -  FE2710
 FE2710  STATE/COUNTY-  AR/MISSISSIPPI
 FE2710  COUNTRY     -  US
 FE2710  USGS QUAD   -  LUXORA (2017)
 FE2710
 FE2710                         *CURRENT SURVEY CONTROL
 FE2710  ______________________________________________________________________
 FE2710* NAD 83(2011) POSITION- 35 49 02.91140(N) 089 56 25.56386(W)   ADJUSTED
 FE2710* NAD 83(2011) ELLIP HT-    46.234 (meters)        (06/27/12)   ADJUSTED
 FE2710* NAD 83(2011) EPOCH   -  2010.00
 FE2710* NAVD 88 ORTHO HEIGHT -    74.1   (meters)      243.    (feet) GPS OBS
 FE2710  ______________________________________________________________________
 FE2710  NAVD 88 orthometric height was determined with an earlier geoid model
 FE2710  GEOID HEIGHT    -        -27.864 (meters)                     GEOID18
 FE2710  NAD 83(2011) X  -      5,383.040 (meters)                     COMP
 FE2710  NAD 83(2011) Y  - -5,177,911.438 (meters)                     COMP
 FE2710  NAD 83(2011) Z  -  3,711,815.231 (meters)                     COMP
 FE2710  LAPLACE CORR    -          0.29  (seconds)                    DEFLEC18
 FE2710
 FE2710  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FE2710  Standards:
 FE2710         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FE2710            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FE2710  -------------------------------------------------------------------
 FE2710  NETWORK    1.24   5.61           0.48   0.53   2.86      0.17658557
 FE2710  -------------------------------------------------------------------
 FE2710  Click here for local accuracies and other accuracy information.
 FE2710
 FE2710.The horizontal coordinates were established by GPS observations
 FE2710.and adjusted by the National Geodetic Survey in June 2012.
 FE2710
 FE2710.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FE2710.been affixed to the stable North American tectonic plate. See 
 FE2710.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FE2710
 FE2710.The horizontal coordinates are valid at the epoch date displayed above
 FE2710.which is a decimal equivalence of Year/Month/Day.
 FE2710
 FE2710.The orthometric height was determined by GPS observations and a
 FE2710.high-resolution geoid model.
 FE2710
 FE2710.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE2710.GEOID18 height accuracy estimate available here.
 FE2710
 FE2710.Click photographs - Photos may exist for this station.
 FE2710
 FE2710.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2710
 FE2710.The Laplace correction was computed from DEFLEC18 derived deflections.
 FE2710
 FE2710.The ellipsoidal height was determined by GPS observations
 FE2710.and is referenced to NAD 83.
 FE2710
 FE2710. The following values were computed from the NAD 83(2011) position.
 FE2710
 FE2710;                    North         East     Units Scale Factor Converg.
 FE2710;SPC AR N     -   166,600.524   586,101.039   MT  0.99994419   +1 11 54.5
 FE2710;SPC AR N     -   546,588.55  1,922,899.83   sFT  0.99994419   +1 11 54.5
 FE2710;SPC TN       -   171,831.491   244,013.571   MT  0.99994844   -2 18 24.8
 FE2710;SPC TN       -   563,750.48    800,567.86   sFT  0.99994844   -2 18 24.8
 FE2710;UTM  16      - 3,967,695.438   234,339.253   MT  1.00046975   -1 43 18.4
 FE2710;UTM  15      - 3,968,025.639   776,427.130   MT  1.00054169   +1 47 29.8
 FE2710
 FE2710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2710!SPC AR N     -   0.99999274  x   0.99994419  =   0.99993693
 FE2710!SPC TN       -   0.99999274  x   0.99994844  =   0.99994118
 FE2710!UTM  16      -   0.99999274  x   1.00046975  =   1.00046249
 FE2710!UTM  15      -   0.99999274  x   1.00054169  =   1.00053443
 FE2710
 FE2710:                Primary Azimuth Mark                     Grid Az
 FE2710:SPC AR N     -  BURDETTE AZ MK                           080 56 06.5
 FE2710:SPC TN       -  BURDETTE AZ MK                           084 26 25.8
 FE2710:UTM  16      -  BURDETTE AZ MK                           083 51 19.4
 FE2710:UTM  15      -  BURDETTE AZ MK                           080 20 31.2
 FE2710
 FE2710_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3433967695(NAD 83)
 FE2710
 FE2710|---------------------------------------------------------------------|
 FE2710| PID    Reference Object                     Distance      Geod. Az  |
 FE2710|                                                           dddmmss.s |
 FE2710| FE2844 BURDETTE AZ MK                                     0820801.0 |
 FE2710| FE2842 BURDETTE RM 1                        25.089 METERS 15659     |
 FE2710| FE2712 LUXORA MUNICIPAL TANK               APPROX. 6.7 KM 1711837.3 |
 FE2710| FE2843 BURDETTE RM 2                        30.700 METERS 27250     |
 FE2710| FF1893 DELL STEVENS COTTON GIN CO TK       APPROX.11.5 KM 2863004.7 |
 FE2710| FF1894 DELL COMPRESS CO WATER TANK         APPROX. 9.9 KM 2983412.4 |
 FE2710|---------------------------------------------------------------------|
 FE2710
 FE2710                          SUPERSEDED SURVEY CONTROL
 FE2710
 FE2710  NAD 83(2007)-  35 49 02.91145(N)    089 56 25.56489(W) AD(2002.00) 0
 FE2710  ELLIP H (02/10/07)   46.255  (m)                       GP(2002.00)    
 FE2710  NAD 83(1997)-  35 49 02.91109(N)    089 56 25.56464(W) AD(       ) 2
 FE2710  ELLIP H (09/14/99)   46.297  (m)                       GP(       ) 4 1
 FE2710  NAD 83(1995)-  35 49 02.91187(N)    089 56 25.56454(W) AD(       ) 2
 FE2710  NAD 83(1990)-  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)  GEOID96  model used  GPS OBS        
 FE2710  NGVD 29 (07/09/92)   74.0    (m)  UNKNOWN  model used  GPS OBS        
 FE2710
 FE2710.Superseded values are not recommended for survey control.
 FE2710
 FE2710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2710.See file dsdata.pdf to determine how the superseded data were derived.
 FE2710
 FE2710_MARKER: DS = TRIANGULATION STATION DISK
 FE2710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2710_STAMPING: BURDETTE 1954
 FE2710_MARK LOGO: CGS
 FE2710_PROJECTION: FLUSH
 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 = MARCH 20, 2026 22:17:28 EDT
 FE2714 ***********************************************************************
 FE2714  DESIGNATION -  BURDETTE MUN TANK
 FE2714  PID         -  FE2714
 FE2714  STATE/COUNTY-  AR/MISSISSIPPI
 FE2714  COUNTRY     -  US
 FE2714  USGS QUAD   -  LUXORA (2017)
 FE2714
 FE2714                         *CURRENT SURVEY CONTROL
 FE2714  ______________________________________________________________________
 FE2714* NAD 83(1997) POSITION- 35 48 59.79336(N) 089 56 26.37575(W)   ADJUSTED
 FE2714* NAVD 88 ORTHO HEIGHT -    74.    (meters)      243.    (feet) SCALED
 FE2714  ______________________________________________________________________
 FE2714  GEOID HEIGHT    -        -27.863 (meters)                     GEOID18
 FE2714  LAPLACE CORR    -          0.30  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE2714.GEOID18 height accuracy estimate available here.
 FE2714
 FE2714.Click photographs - Photos may exist for this station.
 FE2714
 FE2714.The Laplace correction was computed from DEFLEC18 derived deflections.
 FE2714
 FE2714. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999275  x   0.99994413  =   0.99993688
 FE2714!UTM  16      -   0.99999275  x   1.00046990  =   1.00046265
 FE2714!UTM  15      -   0.99999275  x   1.00054157  =   1.00053432
 FE2714
 FE2714_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3431567599(NAD 83)
 FE2714
 FE2714                          SUPERSEDED SURVEY CONTROL
 FE2714
 FE2714  NAD 83(1995)-  35 48 59.79363(N)    089 56 26.37553(W) AD(       ) 3
 FE2714  NAD 83(1990)-  35 48 59.80350(N)    089 56 26.37434(W) AD(       ) 3
 FE2714  NAD 83(1986)-  35 48 59.80377(N)    089 56 26.37378(W) AD(       ) 3
 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
 FE2714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2714.See file dsdata.pdf to determine how the superseded data were derived.
 FE2714
 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 = MARCH 20, 2026 22:17:28 EDT
 FH0948 ***********************************************************************
 FH0948  DESIGNATION -  BURGETT
 FH0948  PID         -  FH0948
 FH0948  STATE/COUNTY-  AR/CRAWFORD
 FH0948  COUNTRY     -  US
 FH0948  USGS QUAD   -  MOUNTAINBURG SW (2017)
 FH0948
 FH0948                         *CURRENT SURVEY CONTROL
 FH0948  ______________________________________________________________________
 FH0948* NAD 83(1997) POSITION- 35 30 53.13404(N) 094 10 25.25332(W)   ADJUSTED
 FH0948* NAVD 88 ORTHO HEIGHT -   271.2   (meters)      890.    (feet) VERTCON3
 FH0948  ______________________________________________________________________
 FH0948  GEOID HEIGHT    -        -29.352 (meters)                     GEOID18
 FH0948  LAPLACE CORR    -          1.46  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0948.GEOID18 height accuracy estimate available here.
 FH0948
 FH0948.Click photographs - Photos may exist for this station.
 FH0948
 FH0948.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH0948
 FH0948. The following values were computed from the NAD 83(1997) position.
 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  =   0.99989872
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9357230763(NAD 83)
 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(1993)-  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
 FH0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0948.See file dsdata.pdf to determine how the superseded data were derived.
 FH0948
 FH0948_MARKER: DS = TRIANGULATION STATION DISK
 FH0948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0948_STAMPING: BURGETT 1935
 FH0948_MARK LOGO: CGS
 FH0948_PROJECTION: PROJECTING
 FH0948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0948+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DO4667 ***********************************************************************
 DO4667  DESIGNATION -  BURKS
 DO4667  PID         -  DO4667
 DO4667  STATE/COUNTY-  AR/CLEBURNE
 DO4667  COUNTRY     -  US
 DO4667  USGS QUAD   -  HEBER SPRINGS (2017)
 DO4667
 DO4667                         *CURRENT SURVEY CONTROL
 DO4667  ______________________________________________________________________
 DO4667* NAD 83(1986) POSITION- 35 29 39.07   (N) 092 01 01.03   (W)   HD_HELD1
 DO4667* NAVD 88 ORTHO HEIGHT -   101.149 (meters)      331.85  (feet) ADJUSTED
 DO4667  ______________________________________________________________________
 DO4667  GEOID HEIGHT    -        -27.513 (meters)                     GEOID18
 DO4667  DYNAMIC HEIGHT  -        101.058 (meters)      331.55  (feet) COMP
 DO4667  MODELED GRAVITY -    979,738.4   (mgal)                       NAVD 88
 DO4667
 DO4667  VERT ORDER      -  SECOND    CLASS I
 DO4667
 DO4667.The horizontal coordinates were determined by differentially corrected
 DO4667.hand held GPS observations or other comparable positioning techniques
 DO4667.and have an estimated accuracy of +/- 3 meters.
 DO4667
 DO4667.The orthometric height was determined by differential leveling and
 DO4667.adjusted by the NATIONAL GEODETIC SURVEY
 DO4667.in February 2013.
 DO4667
 DO4667.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO4667.GEOID18 height accuracy estimate available here.
 DO4667
 DO4667.Click photographs - Photos may exist for this station.
 DO4667
 DO4667.The dynamic height is computed by dividing the NAVD 88
 DO4667.geopotential number by the normal gravity value computed on the
 DO4667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO4667.degrees latitude (g = 980.6199 gals.).
 DO4667
 DO4667.The modeled gravity was interpolated from observed gravity values.
 DO4667
 DO4667;                    North         East    Units  Estimated Accuracy
 DO4667;SPC AR N     -   128,786.7     398,461.9     MT  (+/- 3 meters HH1 GPS) 
 DO4667
 DO4667_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV8916328292(NAD 83)
 DO4667
 DO4667                          SUPERSEDED SURVEY CONTROL
 DO4667
 DO4667.No superseded survey control is available for this station.
 DO4667
 DO4667_MARKER: DB = BENCH MARK DISK
 DO4667_SETTING: 66 = SET IN ROCK OUTCROP
 DO4667_STAMPING: BURKS 2012
 DO4667_MARK LOGO: USACEL
 DO4667_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO4667_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DO4667+STABILITY: POSITION/ELEVATION WELL
 DO4667_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO4667+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2012
 DO4667
 DO4667  HISTORY     - Date     Condition        Report By
 DO4667  HISTORY     - 20121127 MONUMENTED       CONSOL
 DO4667
 DO4667                          STATION DESCRIPTION
 DO4667
 DO4667'DESCRIBED BY CONSOLIDATED LAND SERVICE 2012 (DDB)
 DO4667'THE STATION IS LOCATED ABOUT 8.5 MI (13.7 KM) WEST-NORTHWEST OF WEST
 DO4667'PANGBURN, 7.7 MI (12.4 KM) SOUTH-SOUTHEAST OF BROWNSVILLE AND 0.8 MI
 DO4667'(1.3 KM) EAST-NORTHEAST OF HEBER SPRINGS.
 DO4667'
 DO4667'TO REACH FROM THE COURTHOUSE IN HEBER SPRINGS, GO EAST ON EAST MAIN
 DO4667'STREET, (STATE HIGHWAY 110) FOR 0.9 MI (1.4 KM) TO A SMALL HILL AND
 DO4667'THE STATION ON THE LEFT.
 DO4667'
 DO4667'IT IS 14.2 M (46.6 FT) EAST OF A STREET LIGHT POLE., 13.3 M (43.6 FT)
 DO4667'WEST OF A POWER LINE POLE., 12.3 M (40.4 FT) NORTH OF THE CENTERLINE
 DO4667'OF STATE ROUTE 110., 2.0 M (6.6 FT) SOUTH OF THE SOUTH EDGE OF A FIELD
 DO4667'LINE.  ABOUT 1.0 M (3.3 FT) HIGHER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0793 ***********************************************************************
 GF0793  DESIGNATION -  BURL
 GF0793  PID         -  GF0793
 GF0793  STATE/COUNTY-  AR/BOONE
 GF0793  COUNTRY     -  US
 GF0793  USGS QUAD   -  BATAVIA (2017)
 GF0793
 GF0793                         *CURRENT SURVEY CONTROL
 GF0793  ______________________________________________________________________
 GF0793* NAD 83(1997) POSITION- 36 21 12.67909(N) 093 12 52.50362(W)   ADJUSTED
 GF0793* NAVD 88 ORTHO HEIGHT -   415.    (meters)     1362.    (feet) SCALED
 GF0793  ______________________________________________________________________
 GF0793  GEOID HEIGHT    -        -28.332 (meters)                     GEOID18
 GF0793  LAPLACE CORR    -         -0.49  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0793.GEOID18 height accuracy estimate available here.
 GF0793
 GF0793.Click photographs - Photos may exist for this station.
 GF0793
 GF0793.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0793
 GF0793. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 GF0793:SPC AR N     -  BURL AZ MK 2                             148 54 18.1
 GF0793:UTM  15      -  BURL AZ MK 2                             148 19 31.6
 GF0793
 GF0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA8074623181(NAD 83)
 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
 GF0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0793.See file dsdata.pdf to determine how the superseded data were derived.
 GF0793
 GF0793_MARKER: DS = TRIANGULATION STATION DISK
 GF0793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0793_STAMPING: BURL 1961
 GF0793_MARK LOGO: CGS
 GF0793_PROJECTION: FLUSH
 GF0793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0793+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0799 ***********************************************************************
 GF0799  DESIGNATION -  BURLINGTON
 GF0799  PID         -  GF0799
 GF0799  STATE/COUNTY-  AR/BOONE
 GF0799  COUNTRY     -  US
 GF0799  USGS QUAD   -  OMAHA (2017)
 GF0799
 GF0799                         *CURRENT SURVEY CONTROL
 GF0799  ______________________________________________________________________
 GF0799* NAD 83(1997) POSITION- 36 25 45.07164(N) 093 14 23.10378(W)   ADJUSTED
 GF0799* NAVD 88 ORTHO HEIGHT -   499.81  (+/-2cm)     1639.8   (feet) VERTCON3
 GF0799  ______________________________________________________________________
 GF0799  GEOID HEIGHT    -        -28.427 (meters)                     GEOID18
 GF0799  LAPLACE CORR    -         -0.15  (seconds)                    DEFLEC18
 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
 GF0799.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0799.GEOID18 height accuracy estimate available here.
 GF0799
 GF0799.The vertical order pertains to the NGVD 29 superseded value.
 GF0799
 GF0799.Click photographs - Photos may exist for this station.
 GF0799
 GF0799.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0799
 GF0799. The following values were computed from the NAD 83(1997) position.
 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     -   0.99992603  x   1.00004459  =   0.99997061
 GF0799!SPC MO C     -   0.99992603  x   0.99998752  =   0.99991355
 GF0799!UTM  15      -   0.99992603  x   0.99960569  =   0.99953175
 GF0799
 GF0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA7850931579(NAD 83)
 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             499.67   (m)         1639.3    (f) LEVELING    3  
 GF0799
 GF0799.Superseded values are not recommended for survey control.
 GF0799
 GF0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0799.See file dsdata.pdf to determine how the superseded data were derived.
 GF0799
 GF0799_MARKER: DD = SURVEY DISK
 GF0799_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GF0799_STAMPING: BURLINGTON 1942
 GF0799_MARK LOGO: USACE
 GF0799_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0799
 GF0799  HISTORY     - Date     Condition        Report By
 GF0799  HISTORY     - 1942     MONUMENTED       USACE
 GF0799  HISTORY     - 1961     GOOD             CGS
 GF0799
 GF0799                          STATION DESCRIPTION
 GF0799
 GF0799'DESCRIBED BY COAST AND GEODETIC SURVEY 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 = MARCH 20, 2026 22:17:28 EDT
 GF0802 ***********************************************************************
 GF0802  DESIGNATION -  BURLINGTON RESET
 GF0802  PID         -  GF0802
 GF0802  STATE/COUNTY-  AR/BOONE
 GF0802  COUNTRY     -  US
 GF0802  USGS QUAD   -  OMAHA (2017)
 GF0802
 GF0802                         *CURRENT SURVEY CONTROL
 GF0802  ______________________________________________________________________
 GF0802* NAD 83(1997) POSITION- 36 25 44.95871(N) 093 14 21.45984(W)   ADJUSTED
 GF0802* NAD 83(1997) ELLIP HT-   472.179 (meters)        (09/14/99)   ADJUSTED
 GF0802* NAVD 88 ORTHO HEIGHT -   500.5   (meters)     1642.    (feet) VERTCON3
 GF0802  ______________________________________________________________________
 GF0802  GEOID HEIGHT    -        -28.427 (meters)                     GEOID18
 GF0802  NAD 83(1997) X  -   -290,342.852 (meters)                     COMP
 GF0802  NAD 83(1997) Y  - -5,130,034.483 (meters)                     COMP
 GF0802  NAD 83(1997) Z  -  3,766,892.547 (meters)                     COMP
 GF0802  LAPLACE CORR    -         -0.18  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0802.GEOID18 height accuracy estimate available here.
 GF0802
 GF0802.Click photographs - Photos may exist for this station.
 GF0802
 GF0802.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GF0802
 GF0802.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0802
 GF0802.The ellipsoidal height was determined by GPS observations
 GF0802.and is referenced to NAD 83.
 GF0802
 GF0802. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 GF0802:SPC AR N     -  BERGMAN                                  107 31 59.4
 GF0802:SPC MO C     -  BERGMAN                                  107 15 03.8
 GF0802:UTM  15      -  BERGMAN                                  106 57 14.9
 GF0802
 GF0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA7855031576(NAD 83)
 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)  GEOID93  model used  GPS OBS        
 GF0802
 GF0802.Superseded values are not recommended for survey control.
 GF0802
 GF0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0802.See file dsdata.pdf to determine how the superseded data were derived.
 GF0802
 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_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0802_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0802+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2019
 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  HISTORY     - 20190619 GOOD             ARHD
 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.
 GF0802
 GF0802                          STATION RECOVERY (2019)
 GF0802
 GF0802'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2019 (JDH)
 GF0802'IT IS 2 FT (0.6 M) BELOW THE PAVEMENT AND 10 FT (3.0 M) WEST OF A NEW
 GF0802'WITNESS POST SET BY ME.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0800 ***********************************************************************
 GF0800  DESIGNATION -  BURLINGTON RM 4
 GF0800  PID         -  GF0800
 GF0800  STATE/COUNTY-  AR/BOONE
 GF0800  COUNTRY     -  US
 GF0800  USGS QUAD   -  OMAHA (2017)
 GF0800
 GF0800                         *CURRENT SURVEY CONTROL
 GF0800  ______________________________________________________________________
 GF0800* NAD 83(1997) POSITION- 36 25 45.04360(N) 093 14 21.19374(W)   ADJUSTED
 GF0800* NAVD 88 ORTHO HEIGHT -   499.    (meters)     1637.    (feet) SCALED
 GF0800  ______________________________________________________________________
 GF0800  GEOID HEIGHT    -        -28.428 (meters)                     GEOID18
 GF0800  LAPLACE CORR    -         -0.19  (seconds)                    DEFLEC18
 GF0800  HORZ ORDER      -  SECOND
 GF0800
 GF0800.The horizontal coordinates were established by classical geodetic methods
 GF0800.and adjusted by the National Geodetic Survey in September 1999.
 GF0800
 GF0800.The orthometric height was scaled from a topographic map.
 GF0800
 GF0800.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0800.GEOID18 height accuracy estimate available here.
 GF0800
 GF0800.Click photographs - Photos may exist for this station.
 GF0800
 GF0800.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0800
 GF0800. The following values were computed from the NAD 83(1997) position.
 GF0800
 GF0800;                    North         East     Units Scale Factor Converg.
 GF0800;SPC AR N     -   233,227.784   288,873.832   MT  1.00004459   -0 43 16.0
 GF0800;SPC AR N     -   765,181.49    947,746.90   sFT  1.00004459   -0 43 16.0
 GF0800;SPC MO C     -    66,365.385   433,716.034   MT  0.99998745   -0 26 20.4
 GF0800;UTM  15      - 4,031,578.945   478,557.035   MT  0.99960566   -0 08 31.4
 GF0800
 GF0800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0800!SPC AR N     -   0.99992613  x   1.00004459  =   0.99997072
 GF0800!SPC MO C     -   0.99992613  x   0.99998745  =   0.99991358
 GF0800!UTM  15      -   0.99992613  x   0.99960566  =   0.99953182
 GF0800
 GF0800:                Primary Azimuth Mark                     Grid Az
 GF0800:SPC AR N     -  DENVER                                   217 48 50.3
 GF0800:SPC MO C     -  DENVER                                   217 31 54.7
 GF0800:UTM  15      -  DENVER                                   217 14 05.7
 GF0800
 GF0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA7855731578(NAD 83)
 GF0800
 GF0800|---------------------------------------------------------------------|
 GF0800| PID    Reference Object                     Distance      Geod. Az  |
 GF0800|                                                           dddmmss.s |
 GF0800| CI1319 BURLINGTON RM 5 AZIMUTH                            16643     |
 GF0800| CI1318 BURLINGTON RM 3                      37.201 METERS 20947     |
 GF0800| GF0824 DENVER                              APPROX. 5.6 KM 2170534.3 |
 GF0800| GF0802 BURLINGTON RESET                      7.126 METERS 24827     |
 GF0800| GF0798 BURLINGTON LOOKOUT TOWER 3           38.140 METERS 26946     |
 GF0800| GF0799 BURLINGTON                           47.585 METERS 27102     |
 GF0800| CI1317 BURLINGTON RM 2                      27.788 METERS 29533     |
 GF0800|---------------------------------------------------------------------|
 GF0800
 GF0800                          SUPERSEDED SURVEY CONTROL
 GF0800
 GF0800  NAD 83(1997)-  36 25 45.04580(N)    093 14 21.19370(W) AD(       ) 2
 GF0800  NAD 83(1986)-  36 25 45.05472(N)    093 14 21.18643(W) AD(       ) 2
 GF0800  NAD 27      -  36 25 44.81360(N)    093 14 20.53650(W) AD(       ) 2
 GF0800
 GF0800.Superseded values are not recommended for survey control.
 GF0800
 GF0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0800.See file dsdata.pdf to determine how the superseded data were derived.
 GF0800
 GF0800_MARKER: DR = REFERENCE MARK DISK
 GF0800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0800_STAMPING: BURLINGTON NO 4 1928
 GF0800_MARK LOGO: CGS
 GF0800_PROJECTION: RECESSED 30 CENTIMETERS
 GF0800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0800+STABILITY: SURFACE MOTION
 GF0800
 GF0800  HISTORY     - Date     Condition        Report By
 GF0800  HISTORY     - 1961     MONUMENTED       CGS
 GF0800
 GF0800                          STATION DESCRIPTION
 GF0800
 GF0800'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB)
 GF0800'THE MARK IS LOCATED ABOUT 9.7 MI (15.6 KM) NORTH-NORTHEAST OF ALPENA,
 GF0800'4.9 MI (7.9 KM) EAST-NORTHEAST OF DENVER AND 3.2 MI (5.1 KM)
 GF0800'WEST-SOUTHWEST OF OMAHA.
 GF0800'
 GF0800'TO REACH FROM THE POST OFFICE IN OMAHA, GO SOUTHERLY ON U.S. HIGHWAY
 GF0800'65 FOR 4.0 MI (6.4 KM) TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST
 GF0800'AND NORTH ON GRAVELED ROAD FOR 2.05 MI (3.30 KM) TO THE BURLINGTON
 GF0800'LOOKOUT TOWER ON THE LEFT AND THE MARK.
 GF0800'
 GF0800'IT IS SET IN THE TOP OF A SQUARE CONCRETE POST 10 INCHES (25 CM) BELOW
 GF0800'THE GROUND SURFACE.  IT IS 114 FT (34.7 M) EAST OF THE SOUTHEAST LEG
 GF0800'OF THE LOOKOUT TOWER, 40 FT (12.2 M) EAST OF THE CENTER OF THE
 GF0800'GRAVELED ROAD, 24 FT (7.3 M) NORTHEAST OF THE WITNESS POST AND 19 FT
 GF0800'(5.8 M) EAST OF THE FENCE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GE0837 ***********************************************************************
 GE0837  DESIGNATION -  BURR
 GE0837  PID         -  GE0837
 GE0837  STATE/COUNTY-  AR/RANDOLPH
 GE0837  COUNTRY     -  US
 GE0837  USGS QUAD   -  WARM SPRINGS (2017)
 GE0837
 GE0837                         *CURRENT SURVEY CONTROL
 GE0837  ______________________________________________________________________
 GE0837* NAD 83(1997) POSITION- 36 29 37.13626(N) 091 01 26.24397(W)   ADJUSTED
 GE0837* NAVD 88 ORTHO HEIGHT -   210.    (meters)      689.    (feet) SCALED
 GE0837  ______________________________________________________________________
 GE0837  GEOID HEIGHT    -        -28.865 (meters)                     GEOID18
 GE0837  LAPLACE CORR    -         -0.86  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0837.GEOID18 height accuracy estimate available here.
 GE0837
 GE0837.Click photographs - Photos may exist for this station.
 GE0837
 GE0837.The Laplace correction was computed from DEFLEC18 derived deflections.
 GE0837
 GE0837. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 GE0837:SPC AR N     -  BURR AZ MK                               183 45 26.1
 GE0837:SPC MO E     -  BURR AZ MK                               184 38 12.6
 GE0837:UTM  15      -  BURR AZ MK                               183 08 58.9
 GE0837
 GE0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA7698940519(NAD 83)
 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
 GE0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0837.See file dsdata.pdf to determine how the superseded data were derived.
 GE0837
 GE0837_MARKER: DS = TRIANGULATION STATION DISK
 GE0837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0837_STAMPING: BURR 1955
 GE0837_MARK LOGO: CGS
 GE0837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0837+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1463 ***********************************************************************
 DL1463  DESIGNATION -  BURTON
 DL1463  PID         -  DL1463
 DL1463  STATE/COUNTY-  AR/COLUMBIA
 DL1463  COUNTRY     -  US
 DL1463  USGS QUAD   -  MAGNOLIA (2017)
 DL1463
 DL1463                         *CURRENT SURVEY CONTROL
 DL1463  ______________________________________________________________________
 DL1463* NAD 83(1997) POSITION- 33 15 59.34718(N) 093 10 25.22129(W)   ADJUSTED
 DL1463* NAVD 88 ORTHO HEIGHT -   112.    (meters)      367.    (feet) SCALED
 DL1463  ______________________________________________________________________
 DL1463  GEOID HEIGHT    -        -26.390 (meters)                     GEOID18
 DL1463  LAPLACE CORR    -          0.78  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1463.GEOID18 height accuracy estimate available here.
 DL1463
 DL1463.Click photographs - Photos may exist for this station.
 DL1463
 DL1463.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1463
 DL1463. The following values were computed from the NAD 83(1997) position.
 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     -   0.99998657  x   1.00000760  =   0.99999417
 DL1463!UTM  15      -   0.99998657  x   0.99960323  =   0.99958980
 DL1463
 DL1463:                Primary Azimuth Mark                     Grid Az
 DL1463:SPC AR S     -  BURTON AZ MK                             269 53 38.6
 DL1463:UTM  15      -  BURTON AZ MK                             269 19 56.8
 DL1463
 DL1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS8382580843(NAD 83)
 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(1993)-  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
 DL1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1463.See file dsdata.pdf to determine how the superseded data were derived.
 DL1463
 DL1463_MARKER: DS = TRIANGULATION STATION DISK
 DL1463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1463_STAMPING: BURTON 1950
 DL1463_MARK LOGO: CGS
 DL1463_PROJECTION: FLUSH
 DL1463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1463+STABILITY: SURFACE MOTION
 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 INCO 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 = MARCH 20, 2026 22:17:28 EDT
 FE2648 ***********************************************************************
 FE2648  DESIGNATION -  BUTLER
 FE2648  PID         -  FE2648
 FE2648  STATE/COUNTY-  AR/MISSISSIPPI
 FE2648  COUNTRY     -  US
 FE2648  USGS QUAD   -  NODENA (2017)
 FE2648
 FE2648                         *CURRENT SURVEY CONTROL
 FE2648  ______________________________________________________________________
 FE2648* NAD 83(1997) POSITION- 35 36 38.83566(N) 089 56 17.42425(W)   ADJUSTED
 FE2648* NAVD 88 ORTHO HEIGHT -    78.    (meters)      256.    (feet) SCALED
 FE2648  ______________________________________________________________________
 FE2648  GEOID HEIGHT    -        -27.560 (meters)                     GEOID18
 FE2648  LAPLACE CORR    -          1.91  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE2648.GEOID18 height accuracy estimate available here.
 FE2648
 FE2648.Click photographs - Photos may exist for this station.
 FE2648
 FE2648.The Laplace correction was computed from DEFLEC18 derived deflections.
 FE2648
 FE2648. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999208  x   0.99993604  =   0.99992812
 FE2648!SPC TN       -   0.99999208  x   0.99995595  =   0.99994803
 FE2648!UTM  16      -   0.99999208  x   1.00047296  =   1.00046503
 FE2648!UTM  15      -   0.99999208  x   1.00054801  =   1.00054008
 FE2648
 FE2648:                Primary Azimuth Mark                     Grid Az
 FE2648:SPC AR N     -  WILSON 2                                 242 48 05.1
 FE2648:SPC TN       -  WILSON 2                                 246 18 24.3
 FE2648:UTM  16      -  WILSON 2                                 245 42 46.9
 FE2648:UTM  15      -  WILSON 2                                 242 13 02.0
 FE2648
 FE2648_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3385644756(NAD 83)
 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(1995)-  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
 FE2648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2648.See file dsdata.pdf to determine how the superseded data were derived.
 FE2648
 FE2648_MARKER: DS = TRIANGULATION STATION DISK
 FE2648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2648_STAMPING: BUTLER 1954
 FE2648_MARK LOGO: CGS
 FE2648_PROJECTION: FLUSH
 FE2648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2648+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FE2649 ***********************************************************************
 FE2649  DESIGNATION -  BUTLER 2
 FE2649  PID         -  FE2649
 FE2649  STATE/COUNTY-  AR/MISSISSIPPI
 FE2649  COUNTRY     -  US
 FE2649  USGS QUAD   -  NODENA (2017)
 FE2649
 FE2649                         *CURRENT SURVEY CONTROL
 FE2649  ______________________________________________________________________
 FE2649* NAD 83(1997) POSITION- 35 36 42.21402(N) 089 56 14.44270(W)   ADJUSTED
 FE2649* NAVD 88 ORTHO HEIGHT -    79.7   (meters)      261.    (feet) VERTCON3
 FE2649  ______________________________________________________________________
 FE2649  GEOID HEIGHT    -        -27.560 (meters)                     GEOID18
 FE2649  LAPLACE CORR    -          1.90  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE2649.GEOID18 height accuracy estimate available here.
 FE2649
 FE2649.Click photographs - Photos may exist for this station.
 FE2649
 FE2649.The Laplace correction was computed from DEFLEC18 derived deflections.
 FE2649
 FE2649. The following values were computed from the NAD 83(1997) position.
 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  =   1.00046425
 FE2649!UTM  15      -   0.99999181  x   1.00054850  =   1.00054031
 FE2649
 FE2649:                Primary Azimuth Mark                     Grid Az
 FE2649:SPC AR N     -  BUTLER 2 AZ MK                           213 27 45.6
 FE2649:SPC TN       -  BUTLER 2 AZ MK                           216 58 04.8
 FE2649:UTM  16      -  BUTLER 2 AZ MK                           216 22 27.5
 FE2649:UTM  15      -  BUTLER 2 AZ MK                           212 52 42.3
 FE2649
 FE2649_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3393444857(NAD 83)
 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(1995)-  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
 FE2649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2649.See file dsdata.pdf to determine how the superseded data were derived.
 FE2649
 FE2649_MARKER: DH = HORIZONTAL CONTROL DISK
 FE2649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2649_STAMPING: BUTLER 2 1979
 FE2649_MARK LOGO: NGS
 FE2649_PROJECTION: FLUSH
 FE2649_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FE2649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2649+STABILITY: SURFACE MOTION
 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   USACE
 FE2649
 FE2649                          STATION DESCRIPTION
 FE2649
 FE2649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 FE2649'BUTLER 1954 WAS NOT RECOVERED AND BUTLER 2 WAS ESTABLISHED NEARBY.
 FE2649'
 FE2649'THE STATION IS LOCATED ABOUT 9.6 KM NORTHEAST OF WILSON, 3.2 KM SOUTH
 FE2649'OF OSCEOLA AND ATOP THE WEST LEVEE OF THE MISSISSIPPI RIVER.
 FE2649'PERMISSION WAS OBTAINED FROM CHIEF ENGINEER, ST.FRANCIS LEVEE
 FE2649'DISTRICT, MR. B.B. FAIR, P.O. BOX 308, WEST MEMPHIS, AR 72301.
 FE2649'TELEPHONE 501-735-162.
 FE2649'
 FE2649'TO REACH THE STATION FROM THE POST OFFICE IN WILSON, GO EAST ON PARK
 FE2649'AVENUE FOR 0.08 KM (0.05 MI) TO U. S. HIGHWAY 61.  TURN LEFT AND GO
 FE2649'NORTH ON U.S. HIGHWAY 61 FOR 7.0 KM (4.35 MI) TO THE JUNCTION OF STATE
 FE2649'HIGHWAY 119.  TURN RIGHT, CROSS RAILROAD TRACKS, AND GO EASTERLY FOR
 FE2649'6.11 KM (3.8 MI) TO A GRAVEL ROAD LEFT.  TURN SHARP LEFT AND GO 0.06
 FE2649'KM (ABOUT 200 FT.) TO THE TOP OF A LEVEE AND A GATE ON THE RIGHT.
 FE2649'TURN RIGHT AND GO SOUTH ATOP A LEVEE FOR 0.06 KM (ABOUT 200 FT) TO THE
 FE2649'STATION ON  LEFT.
 FE2649'
 FE2649'THE STATION IS A STANDARD NGS DISK STAMPED ---BUTLER 2 1979---, SET
 FE2649'INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH
 FE2649'GROUND.  IT IS LOCATED 5.9 METERS EAST-NORTHEAST FROM THE CENTER OF A
 FE2649'LEVEE ROAD, 1.09 METERS EAST-NORTHEAST FROM A METAL WITNESS POST AND
 FE2649'AT THE JUNCTION WITH A SPUR LEVEE.  THE UNDERGROUND MARK IS A STANDARD
 FE2649'NGS DISK STAMPED ---BUTLER 2 1979---, SET INTO AN IRREGULAR MASS OF
 FE2649'CONCRETE 1 METER BELOW THE SURFACE.
 FE2649'
 FE2649'REFERENCE MARK NUMBER 03 IS A STANDARD NGS DISK STAMPED
 FE2649'---BUTLER 2 NO 3 1979---, SET INTO THE TOP OF A ROUND CONCRETE
 FE2649'MONUMENT 26 CM IN DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 4.1
 FE2649'METERS SOUTH-SOUTHWEST FROM THE CENTER OF A LEVEE ROAD AND 0.88 METER
 FE2649'EAST-NORTHEAST FROM A METAL WITNESS POST.  MARK IS LEVEL WITH STATION.
 FE2649'
 FE2649'REFERENCE MARK NUMBER 04 IS A STANDARD NGS DISK STAMPED
 FE2649'---BUTLER 2 NO 4 1979---, SET INTO THE TOP OF A ROUND CONCRETE
 FE2649'MONUMENT 26 CM IN DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 3.6
 FE2649'METERS EAST FROM THE CENTER OF THE LEVEE ROAD AND 0.8 METER WEST FROM
 FE2649'A METAL WITNESS POST.  MARK IS BELOW STATION 0.6 METERS.
 FE2649'
 FE2649'REFERENCE MARK NUMBER 02 IS A STANDARD CGS DISK STAMPED
 FE2649'---BUTLER NO 2 1954---, SET IN THE TOP OF A ROUND CONCRETE MONUMENT 30
 FE2649'CM IN  DIAMETER RECESSED 16 CM BELOW THE GROUND.  IT IS LOCATED 3.0
 FE2649'METERS EAST-NORTHEAST FROM THE CENTER OF THE LEVEE ROAD.
 FE2649'
 FE2649'AZIMUTH MARK NUMBER 01 IS A STANDARD NGS DISK STAMPED
 FE2649'---BUTLER 2 NO 2 1979---, SET INTO THE TOP OF A ROUND CONCRETE
 FE2649'MONUMENT 30 CM IN DIAMETER RECESSED 4 CM BELOW THE GROUND.  IT IS
 FE2649'LOCATED 4.6 METERS SOUTHEAST FROM THE CENTER OF THE LEVEE ROAD AND
 FE2649'0.26 METER NORTHEAST FROM A METAL WITNESS POST.  TO REACH AZIMUTH MARK
 FE2649'FROM THE STATION PROCEED SOUTH ALONG THE TOP OF THE LEVEE FOR 0.4 KM
 FE2649'(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 ARMY CORPS OF ENGINEERS 2000 (JMH)
 FE2649'NOT RECOVERED.  SUSPECT SPUR LEVEE HAS BEEN BUILT UP WITH DIRT.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FE2653 ***********************************************************************
 FE2653  DESIGNATION -  BUTLER 2 AZ MK
 FE2653  PID         -  FE2653
 FE2653  STATE/COUNTY-  AR/MISSISSIPPI
 FE2653  COUNTRY     -  US
 FE2653  USGS QUAD   -  NODENA (2017)
 FE2653
 FE2653                         *CURRENT SURVEY CONTROL
 FE2653  ______________________________________________________________________
 FE2653* NAD 83(1997) POSITION- 35 36 30.14161(N) 089 56 24.66473(W)   ADJUSTED
 FE2653* NAVD 88 ORTHO HEIGHT -    79.9   (meters)      262.    (feet) VERTCON3
 FE2653  ______________________________________________________________________
 FE2653  GEOID HEIGHT    -        -27.559 (meters)                     GEOID18
 FE2653  LAPLACE CORR    -          1.91  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE2653.GEOID18 height accuracy estimate available here.
 FE2653
 FE2653.Click photographs - Photos may exist for this station.
 FE2653
 FE2653.The Laplace correction was computed from DEFLEC18 derived deflections.
 FE2653
 FE2653. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999178  x   0.99993602  =   0.99992780
 FE2653!SPC TN       -   0.99999178  x   0.99995612  =   0.99994790
 FE2653!UTM  16      -   0.99999178  x   1.00047420  =   1.00046597
 FE2653!UTM  15      -   0.99999178  x   1.00054683  =   1.00053860
 FE2653
 FE2653_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3366644493(NAD 83)
 FE2653
 FE2653                          SUPERSEDED SURVEY CONTROL
 FE2653
 FE2653  NAD 83(1995)-  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
 FE2653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2653.See file dsdata.pdf to determine how the superseded data were derived.
 FE2653
 FE2653_MARKER: DZ = AZIMUTH MARK DISK
 FE2653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2653_STAMPING: BUTLER 2 2 1979
 FE2653_MARK LOGO: NGS
 FE2653_PROJECTION: FLUSH
 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             USACE
 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 ARMY CORPS OF ENGINEERS 2000 (JMH)
 FE2653'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FE2650 ***********************************************************************
 FE2650  DESIGNATION -  BUTLER RM 2
 FE2650  PID         -  FE2650
 FE2650  STATE/COUNTY-  AR/MISSISSIPPI
 FE2650  COUNTRY     -  US
 FE2650  USGS QUAD   -  NODENA (2017)
 FE2650
 FE2650                         *CURRENT SURVEY CONTROL
 FE2650  ______________________________________________________________________
 FE2650* NAD 83(1997) POSITION- 35 36 38.15413(N) 089 56 17.84778(W)   ADJUSTED
 FE2650* NAVD 88 ORTHO HEIGHT -    80.3   (meters)      263.    (feet) VERTCON3
 FE2650  ______________________________________________________________________
 FE2650  GEOID HEIGHT    -        -27.559 (meters)                     GEOID18
 FE2650  LAPLACE CORR    -          1.91  (seconds)                    DEFLEC18
 FE2650  HORZ ORDER      -  SECOND
 FE2650
 FE2650.The horizontal coordinates were established by classical geodetic methods
 FE2650.and adjusted by the National Geodetic Survey in September 1999.
 FE2650
 FE2650.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2650.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2650
 FE2650.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE2650.GEOID18 height accuracy estimate available here.
 FE2650
 FE2650.Click photographs - Photos may exist for this station.
 FE2650
 FE2650.The Laplace correction was computed from DEFLEC18 derived deflections.
 FE2650
 FE2650. The following values were computed from the NAD 83(1997) position.
 FE2650
 FE2650;                    North         East     Units Scale Factor Converg.
 FE2650;SPC AR N     -   143,657.236   586,775.243   MT  0.99993604   +1 11 58.9
 FE2650;SPC AR N     -   471,315.45  1,925,111.78   sFT  0.99993604   +1 11 58.9
 FE2650;SPC TN       -   148,889.628   243,283.716   MT  0.99995597   -2 18 20.3
 FE2650;SPC TN       -   488,482.05    798,173.32   sFT  0.99995597   -2 18 20.3
 FE2650;UTM  16      - 3,944,735.341   233,845.190   MT  1.00047303   -1 42 42.8
 FE2650;UTM  15      - 3,945,076.593   777,337.570   MT  1.00054794   +1 47 02.0
 FE2650
 FE2650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2650!SPC AR N     -   0.99999172  x   0.99993604  =   0.99992776
 FE2650!SPC TN       -   0.99999172  x   0.99995597  =   0.99994769
 FE2650!UTM  16      -   0.99999172  x   1.00047303  =   1.00046474
 FE2650!UTM  15      -   0.99999172  x   1.00054794  =   1.00053965
 FE2650
 FE2650_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3384544735(NAD 83)
 FE2650
 FE2650                          SUPERSEDED SURVEY CONTROL
 FE2650
 FE2650  NAD 83(1995)-  35 36 38.15438(N)    089 56 17.84752(W) AD(       ) 2
 FE2650  NAD 83(1986)-  35 36 38.16433(N)    089 56 17.84501(W) AD(       ) 2
 FE2650  NAD 27      -  35 36 37.87786(N)    089 56 17.53148(W) AD(       ) 2
 FE2650  NGVD 29 (07/19/86)   80.3    (m)          263.     (f) VERT ANG       
 FE2650
 FE2650.Superseded values are not recommended for survey control.
 FE2650
 FE2650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2650.See file dsdata.pdf to determine how the superseded data were derived.
 FE2650
 FE2650_MARKER: DR = REFERENCE MARK DISK
 FE2650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2650_STAMPING: BUTLER NO 2 1954
 FE2650_MARK LOGO: CGS
 FE2650_PROJECTION: RECESSED 16 CENTIMETERS
 FE2650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2650+STABILITY: SURFACE MOTION
 FE2650
 FE2650  HISTORY     - Date     Condition        Report By
 FE2650  HISTORY     - 1954     MONUMENTED       CGS
 FE2650
 FE2650                          STATION DESCRIPTION
 FE2650
 FE2650'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FE2650'THE MARK IS LOCATED ABOUT 6.7 MI (10.8 KM) SOUTH-SOUTHEAST OF OSCEOLA,
 FE2650'6.5 MI (10.5 KM) EAST-NORTHEAST OF WILSON AND 3.8 MI (6.1 KM) NORTH OF
 FE2650'NODENA.
 FE2650'
 FE2650'TO REACH FROM THE RAILWAY STATION IN WILSON, GO NORTH AND NORTHWEST ON
 FE2650'U.S. HIGHWAY 61 FOR 4.7 MI (7.6 KM) TO THE JUNCTION OF STATE HIGHWAY
 FE2650'119.  TURN RIGHT AND GO SOUTH FOR ABOUT 160 YDS (146.3 M), THEN LEFT,
 FE2650'STAYING ON STATE HIGHWAY 119, FOR 3.6 MI (5.8 KM) IN AN EASTERLY
 FE2650'DIRECTION TO THE LEVEE AND A GATE ON THE LEFT.  TURN LEFT AND GO EAST
 FE2650'THROUGH THE GATE THEN SOUTHEAST FOR ABOUT 50 YDS (45.7 M) TO THE TOP
 FE2650'OF THE LEVEE AND THE MARK ON THE LEFT.
 FE2650'
 FE2650'IT IS SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM (12 INCHES)
 FE2650'ON A SIDE RECESSED 16 CM (6 INCHES) BELOW THE GROUND, 3.0
 FE2650'EAST-SOUTHEAST FROM THE CENTER OF THE LEVEE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1852 ***********************************************************************
 EJ1852  DESIGNATION -  BUTTER
 EJ1852  PID         -  EJ1852
 EJ1852  STATE/COUNTY-  AR/HOT SPRING
 EJ1852  COUNTRY     -  US
 EJ1852  USGS QUAD   -  MALVERN NORTH (2017)
 EJ1852
 EJ1852                         *CURRENT SURVEY CONTROL
 EJ1852  ______________________________________________________________________
 EJ1852* NAD 83(1997) POSITION- 34 24 44.65761(N) 092 48 19.19928(W)   ADJUSTED
 EJ1852* NAVD 88 ORTHO HEIGHT -   136.    (meters)      446.    (feet) SCALED
 EJ1852  ______________________________________________________________________
 EJ1852  GEOID HEIGHT    -        -26.468 (meters)                     GEOID18
 EJ1852  LAPLACE CORR    -          1.43  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1852.GEOID18 height accuracy estimate available here.
 EJ1852
 EJ1852.Click photographs - Photos may exist for this station.
 EJ1852
 EJ1852.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1852
 EJ1852. The following values were computed from the NAD 83(1997) position.
 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  =   0.99958675
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU1788907901(NAD 83)
 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
 EJ1852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1852.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1852
 EJ1852_MARKER: DS = TRIANGULATION STATION DISK
 EJ1852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1852_STAMPING: BUTTER 1963
 EJ1852_MARK LOGO: CGS
 EJ1852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1852+STABILITY: SURFACE MOTION
 EJ1852
 EJ1852  HISTORY     - Date     Condition        Report By
 EJ1852  HISTORY     - 1963     MONUMENTED       CGS
 EJ1852
 EJ1852                          STATION DESCRIPTION
 EJ1852
 EJ1852'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (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 = MARCH 20, 2026 22:17:28 EDT
 DL0925 ***********************************************************************
 DL0925  DESIGNATION -  BUZZARD CAP
 DL0925  PID         -  DL0925
 DL0925  STATE/COUNTY-  AR/MILLER
 DL0925  COUNTRY     -  US
 DL0925  USGS QUAD   -  FULTON (2017)
 DL0925
 DL0925                         *CURRENT SURVEY CONTROL
 DL0925  ______________________________________________________________________
 DL0925* NAD 83(1986) POSITION- 33 32 06.     (N) 093 48 20.     (W)   SCALED
 DL0925* NAVD 88 ORTHO HEIGHT -    86.344 (meters)      283.28  (feet) ADJUSTED
 DL0925  ______________________________________________________________________
 DL0925  GEOID HEIGHT    -        -26.995 (meters)                     GEOID18
 DL0925  DYNAMIC HEIGHT  -         86.253 (meters)      282.98  (feet) COMP
 DL0925  MODELED GRAVITY -    979,580.5   (mgal)                       NAVD 88
 DL0925
 DL0925  VERT ORDER      -  FIRST     CLASS I
 DL0925
 DL0925.The horizontal coordinates were scaled from a map and have
 DL0925.an estimated accuracy of +/- 6 seconds.
 DL0925
 DL0925.The orthometric height was determined by differential leveling and
 DL0925.adjusted by the NATIONAL GEODETIC SURVEY
 DL0925.in June 1991.
 DL0925
 DL0925.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0925.GEOID18 height accuracy estimate available here.
 DL0925
 DL0925.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT252108(NAD 83)
 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
 DL0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0925.See file dsdata.pdf to determine how the superseded data were derived.
 DL0925
 DL0925_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DL0925_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0925_MARK LOGO: USACE
 DL0925_MAGNETIC: P = MARKER IS A STEEL PIPE
 DL0925_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0925
 DL0925  HISTORY     - Date     Condition        Report By
 DL0925  HISTORY     - UNK      MONUMENTED       USACE
 DL0925  HISTORY     - 1963     GOOD             CGS
 DL0925
 DL0925                          STATION DESCRIPTION
 DL0925
 DL0925'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FF0266 ***********************************************************************
 FF0266  DESIGNATION -  C 1
 FF0266  PID         -  FF0266
 FF0266  STATE/COUNTY-  AR/CRITTENDEN
 FF0266  COUNTRY     -  US
 FF0266  USGS QUAD   -  NORTHWEST MEMPHIS (2019)
 FF0266
 FF0266                         *CURRENT SURVEY CONTROL
 FF0266  ______________________________________________________________________
 FF0266* NAD 83(1986) POSITION- 35 08 09.     (N) 090 05 03.     (W)   SCALED
 FF0266* NAVD 88 ORTHO HEIGHT -    82.317 (meters)      270.07  (feet) ADJUSTED
 FF0266  ______________________________________________________________________
 FF0266  GEOID HEIGHT    -        -27.337 (meters)                     GEOID18
 FF0266  DYNAMIC HEIGHT  -         82.242 (meters)      269.82  (feet) COMP
 FF0266  MODELED GRAVITY -    979,728.3   (mgal)                       NAVD 88
 FF0266
 FF0266  VERT ORDER      -  FIRST     CLASS I
 FF0266
 FF0266.The horizontal coordinates were scaled from a map and have
 FF0266.an estimated accuracy of +/- 6 seconds.
 FF0266
 FF0266.The orthometric height was determined by differential leveling and
 FF0266.adjusted by the NATIONAL GEODETIC SURVEY
 FF0266.in June 1991.
 FF0266
 FF0266.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0266.GEOID18 height accuracy estimate available here.
 FF0266
 FF0266.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU656919(NAD 83)
 FF0266
 FF0266                          SUPERSEDED SURVEY CONTROL
 FF0266
 FF0266  NGVD 29 (11/26/84)   82.300  (m)          270.01   (f) ADJUSTED    1 1
 FF0266
 FF0266.Superseded values are not recommended for survey control.
 FF0266
 FF0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0266.See file dsdata.pdf to determine how the superseded data were derived.
 FF0266
 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_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0020 ***********************************************************************
 EJ0020  DESIGNATION -  C 10
 EJ0020  PID         -  EJ0020
 EJ0020  STATE/COUNTY-  AR/LONOKE
 EJ0020  COUNTRY     -  US
 EJ0020  USGS QUAD   -  CABOT (2017)
 EJ0020
 EJ0020                         *CURRENT SURVEY CONTROL
 EJ0020  ______________________________________________________________________
 EJ0020* NAD 83(1986) POSITION- 34 58 23.34   (N) 092 00 57.47   (W)   HD_HELD1
 EJ0020* NAVD 88 ORTHO HEIGHT -    87.949 (meters)      288.55  (feet) ADJUSTED
 EJ0020  ______________________________________________________________________
 EJ0020  GEOID HEIGHT    -        -27.204 (meters)                     GEOID18
 EJ0020  DYNAMIC HEIGHT  -         87.867 (meters)      288.28  (feet) COMP
 EJ0020  MODELED GRAVITY -    979,705.9   (mgal)                       NAVD 88
 EJ0020
 EJ0020  VERT ORDER      -  FIRST     CLASS II
 EJ0020
 EJ0020.The horizontal coordinates were determined by differentially corrected
 EJ0020.hand held GPS observations or other comparable positioning techniques
 EJ0020.and have an estimated accuracy of +/- 3 meters.
 EJ0020
 EJ0020.The orthometric height was determined by differential leveling and
 EJ0020.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0020.in June 1991.
 EJ0020
 EJ0020.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0020.GEOID18 height accuracy estimate available here.
 EJ0020
 EJ0020.Click photographs - Photos may exist for this station.
 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     -   655,831.5     398,542.1     MT  (+/- 3 meters HH1 GPS) 
 EJ0020
 EJ0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU8982570507(NAD 83)
 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
 EJ0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0020.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0020
 EJ0020_MARKER: DB = BENCH MARK DISK
 EJ0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0020_STAMPING: C 10 1931 288.536
 EJ0020_MARK LOGO: CGS
 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             CGS
 EJ0020  HISTORY     - 198411   MARK NOT FOUND   USGS
 EJ0020
 EJ0020                          STATION DESCRIPTION
 EJ0020
 EJ0020'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG0419 ***********************************************************************
 FG0419  DESIGNATION -  C 100
 FG0419  PID         -  FG0419
 FG0419  STATE/COUNTY-  AR/FAULKNER
 FG0419  COUNTRY     -  US
 FG0419  USGS QUAD   -  GLEASON (2017)
 FG0419
 FG0419                         *CURRENT SURVEY CONTROL
 FG0419  ______________________________________________________________________
 FG0419* NAD 83(1986) POSITION- 35 04 52.     (N) 092 30 23.     (W)   SCALED
 FG0419* NAVD 88 ORTHO HEIGHT -    97.762 (meters)      320.74  (feet) ADJUSTED
 FG0419  ______________________________________________________________________
 FG0419  GEOID HEIGHT    -        -28.052 (meters)                     GEOID18
 FG0419  DYNAMIC HEIGHT  -         97.670 (meters)      320.44  (feet) COMP
 FG0419  MODELED GRAVITY -    979,696.1   (mgal)                       NAVD 88
 FG0419
 FG0419  VERT ORDER      -  SECOND    CLASS 0
 FG0419
 FG0419.The horizontal coordinates were scaled from a map and have
 FG0419.an estimated accuracy of +/- 6 seconds.
 FG0419
 FG0419.The orthometric height was determined by differential leveling and
 FG0419.adjusted by the NATIONAL GEODETIC SURVEY
 FG0419.in June 1991.
 FG0419
 FG0419.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0419.GEOID18 height accuracy estimate available here.
 FG0419
 FG0419.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU449821(NAD 83)
 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
 FG0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0419.See file dsdata.pdf to determine how the superseded data were derived.
 FG0419
 FG0419_MARKER: DB = BENCH MARK DISK
 FG0419_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0419_STAMPING: C 100 1935
 FG0419_MARK LOGO: CGS
 FG0419_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0419
 FG0419  HISTORY     - Date     Condition        Report By
 FG0419  HISTORY     - 1935     MONUMENTED       CGS
 FG0419  HISTORY     - 1951     MARK NOT FOUND   CGS
 FG0419  HISTORY     - 20140415 MARK NOT FOUND   ARHD
 FG0419
 FG0419                          STATION DESCRIPTION
 FG0419
 FG0419'DESCRIBED BY COAST AND 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.
 FG0419
 FG0419                          STATION RECOVERY (2014)
 FG0419
 FG0419'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014
 FG0419'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0790 ***********************************************************************
 EJ0790  DESIGNATION -  C 101
 EJ0790  PID         -  EJ0790
 EJ0790  STATE/COUNTY-  AR/PERRY
 EJ0790  COUNTRY     -  US
 EJ0790  USGS QUAD   -  THORNBURG (2017)
 EJ0790
 EJ0790                         *CURRENT SURVEY CONTROL
 EJ0790  ______________________________________________________________________
 EJ0790* NAD 83(1986) POSITION- 34 54 14.     (N) 092 51 35.     (W)   SCALED
 EJ0790* NAVD 88 ORTHO HEIGHT -   227.749 (meters)      747.21  (feet) ADJUSTED
 EJ0790  ______________________________________________________________________
 EJ0790  GEOID HEIGHT    -        -28.080 (meters)                     GEOID18
 EJ0790  DYNAMIC HEIGHT  -        227.525 (meters)      746.47  (feet) COMP
 EJ0790  MODELED GRAVITY -    979,644.2   (mgal)                       NAVD 88
 EJ0790
 EJ0790  VERT ORDER      -  SECOND    CLASS 0
 EJ0790
 EJ0790.The horizontal coordinates were scaled from a map and have
 EJ0790.an estimated accuracy of +/- 6 seconds.
 EJ0790
 EJ0790.The orthometric height was determined by differential leveling and
 EJ0790.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0790.in June 1991.
 EJ0790
 EJ0790.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0790.GEOID18 height accuracy estimate available here.
 EJ0790
 EJ0790.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU128623(NAD 83)
 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
 EJ0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0790.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0790
 EJ0790_MARKER: DB = BENCH MARK DISK
 EJ0790_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0790_STAMPING: C 101 1935
 EJ0790_MARK LOGO: CGS
 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             CGS
 EJ0790  HISTORY     - 1968     GOOD             USACE
 EJ0790
 EJ0790                          STATION DESCRIPTION
 EJ0790
 EJ0790'DESCRIBED BY COAST AND 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 ARMY CORPS OF ENGINEERS 1968
 EJ0790'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0832 ***********************************************************************
 EJ0832  DESIGNATION -  C 103
 EJ0832  PID         -  EJ0832
 EJ0832  STATE/COUNTY-  AR/PERRY
 EJ0832  COUNTRY     -  US
 EJ0832  USGS QUAD   -  APLIN (2017)
 EJ0832
 EJ0832                         *CURRENT SURVEY CONTROL
 EJ0832  ______________________________________________________________________
 EJ0832* NAD 83(1986) POSITION- 34 54 30.     (N) 092 59 22.     (W)   SCALED
 EJ0832* NAVD 88 ORTHO HEIGHT -   261.353 (meters)      857.46  (feet) ADJUSTED
 EJ0832  ______________________________________________________________________
 EJ0832  GEOID HEIGHT    -        -28.399 (meters)                     GEOID18
 EJ0832  DYNAMIC HEIGHT  -        261.097 (meters)      856.62  (feet) COMP
 EJ0832  MODELED GRAVITY -    979,646.8   (mgal)                       NAVD 88
 EJ0832
 EJ0832  VERT ORDER      -  SECOND    CLASS 0
 EJ0832
 EJ0832.The horizontal coordinates were scaled from a map and have
 EJ0832.an estimated accuracy of +/- 6 seconds.
 EJ0832
 EJ0832.The orthometric height was determined by differential leveling and
 EJ0832.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0832.in June 1991.
 EJ0832
 EJ0832.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0832.GEOID18 height accuracy estimate available here.
 EJ0832
 EJ0832.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU009628(NAD 83)
 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
 EJ0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0832.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0832
 EJ0832_MARKER: DB = BENCH MARK DISK
 EJ0832_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0832_STAMPING: C 103 1935
 EJ0832_MARK LOGO: CGS
 EJ0832_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0832
 EJ0832  HISTORY     - Date     Condition        Report By
 EJ0832  HISTORY     - 1935     MONUMENTED       CGS
 EJ0832  HISTORY     - 1960     MARK NOT FOUND   CGS
 EJ0832
 EJ0832                          STATION DESCRIPTION
 EJ0832
 EJ0832'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1054 ***********************************************************************
 EJ1054  DESIGNATION -  C 104
 EJ1054  PID         -  EJ1054
 EJ1054  STATE/COUNTY-  AR/PERRY
 EJ1054  COUNTRY     -  US
 EJ1054  USGS QUAD   -  NIMROD SE (2017)
 EJ1054
 EJ1054                         *CURRENT SURVEY CONTROL
 EJ1054  ______________________________________________________________________
 EJ1054* NAD 83(1986) POSITION- 34 48 03.3    (N) 093 06 33.5    (W)   HD_HELD2
 EJ1054* NAVD 88 ORTHO HEIGHT -   233.903 (meters)      767.40  (feet) ADJUSTED
 EJ1054  ______________________________________________________________________
 EJ1054  GEOID HEIGHT    -        -28.215 (meters)                     GEOID18
 EJ1054  DYNAMIC HEIGHT  -        233.669 (meters)      766.63  (feet) COMP
 EJ1054  MODELED GRAVITY -    979,631.0   (mgal)                       NAVD 88
 EJ1054
 EJ1054  VERT ORDER      -  SECOND    CLASS 0
 EJ1054
 EJ1054.The horizontal coordinates were established by autonomous hand held GPS
 EJ1054.observations and have an estimated accuracy of +/- 10 meters.
 EJ1054
 EJ1054.The orthometric height was determined by differential leveling and
 EJ1054.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1054.in June 1991.
 EJ1054
 EJ1054.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1054.GEOID18 height accuracy estimate available here.
 EJ1054
 EJ1054.Click photographs - Photos may exist for this station.
 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     -    52,447.      298,488.      MT  (+/- 10 meters HH2 GPS)
 EJ1054
 EJ1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU9000150971(NAD 83)
 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
 EJ1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1054.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1054
 EJ1054_MARKER: DB = BENCH MARK DISK
 EJ1054_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EJ1054_SP_SET: HANDRAIL
 EJ1054_STAMPING: C 104 1935
 EJ1054_MARK LOGO: CGS
 EJ1054_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1054
 EJ1054  HISTORY     - Date     Condition        Report By
 EJ1054  HISTORY     - 1935     MONUMENTED       CGS
 EJ1054  HISTORY     - 1968     GOOD             USACE
 EJ1054
 EJ1054                          STATION DESCRIPTION
 EJ1054
 EJ1054'DESCRIBED BY US ARMY CORPS OF 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1024 ***********************************************************************
 EJ1024  DESIGNATION -  C 105
 EJ1024  PID         -  EJ1024
 EJ1024  STATE/COUNTY-  AR/GARLAND
 EJ1024  COUNTRY     -  US
 EJ1024  USGS QUAD   -  CRYSTAL SPRINGS (2017)
 EJ1024
 EJ1024                         *CURRENT SURVEY CONTROL
 EJ1024  ______________________________________________________________________
 EJ1024* NAD 83(1986) POSITION- 34 37 12.     (N) 093 15 19.     (W)   SCALED
 EJ1024* NAVD 88 ORTHO HEIGHT -   143.862 (meters)      471.99  (feet) ADJUSTED
 EJ1024  ______________________________________________________________________
 EJ1024  GEOID HEIGHT    -        -27.996 (meters)                     GEOID18
 EJ1024  DYNAMIC HEIGHT  -        143.721 (meters)      471.52  (feet) COMP
 EJ1024  MODELED GRAVITY -    979,648.8   (mgal)                       NAVD 88
 EJ1024
 EJ1024  VERT ORDER      -  SECOND    CLASS 0
 EJ1024
 EJ1024.The horizontal coordinates were scaled from a map and have
 EJ1024.an estimated accuracy of +/- 6 seconds.
 EJ1024
 EJ1024.The orthometric height was determined by differential leveling and
 EJ1024.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1024.in June 1991.
 EJ1024
 EJ1024.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1024.GEOID18 height accuracy estimate available here.
 EJ1024
 EJ1024.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU765309(NAD 83)
 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
 EJ1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1024.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1024
 EJ1024_MARKER: DB = BENCH MARK DISK
 EJ1024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1024_STAMPING: C 105 1935
 EJ1024_MARK LOGO: CGS
 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             CGS
 EJ1024
 EJ1024                          STATION DESCRIPTION
 EJ1024
 EJ1024'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG0798 ***********************************************************************
 FG0798  DESIGNATION -  C 107
 FG0798  PID         -  FG0798
 FG0798  STATE/COUNTY-  AR/NEWTON
 FG0798  COUNTRY     -  US
 FG0798  USGS QUAD   -  MURRAY (2017)
 FG0798
 FG0798                         *CURRENT SURVEY CONTROL
 FG0798  ______________________________________________________________________
 FG0798* NAD 83(1986) POSITION- 35 57 01.     (N) 093 17 25.     (W)   SCALED
 FG0798* NAVD 88 ORTHO HEIGHT -   300.444 (meters)      985.71  (feet) ADJUSTED
 FG0798  ______________________________________________________________________
 FG0798  GEOID HEIGHT    -        -28.062 (meters)                     GEOID18
 FG0798  DYNAMIC HEIGHT  -        300.168 (meters)      984.80  (feet) COMP
 FG0798  MODELED GRAVITY -    979,707.1   (mgal)                       NAVD 88
 FG0798
 FG0798  VERT ORDER      -  SECOND    CLASS 0
 FG0798
 FG0798.The horizontal coordinates were scaled from a map and have
 FG0798.an estimated accuracy of +/- 6 seconds.
 FG0798
 FG0798.The orthometric height was determined by differential leveling and
 FG0798.adjusted by the NATIONAL GEODETIC SURVEY
 FG0798.in June 1991.
 FG0798
 FG0798.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0798.GEOID18 height accuracy estimate available here.
 FG0798
 FG0798.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV738784(NAD 83)
 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
 FG0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0798.See file dsdata.pdf to determine how the superseded data were derived.
 FG0798
 FG0798_MARKER: DB = BENCH MARK DISK
 FG0798_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0798_STAMPING: C 107 1935
 FG0798_MARK LOGO: CGS
 FG0798_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1844 ***********************************************************************
 EH1844  DESIGNATION -  C 108
 EH1844  PID         -  EH1844
 EH1844  STATE/COUNTY-  AR/LONOKE
 EH1844  COUNTRY     -  US
 EH1844  USGS QUAD   -  LONOKE (2017)
 EH1844
 EH1844                         *CURRENT SURVEY CONTROL
 EH1844  ______________________________________________________________________
 EH1844* NAD 83(1986) POSITION- 34 48 22.     (N) 091 52 59.     (W)   SCALED
 EH1844* NAVD 88 ORTHO HEIGHT -    72.196 (meters)      236.86  (feet) ADJUSTED
 EH1844  ______________________________________________________________________
 EH1844  GEOID HEIGHT    -        -26.849 (meters)                     GEOID18
 EH1844  DYNAMIC HEIGHT  -         72.128 (meters)      236.64  (feet) COMP
 EH1844  MODELED GRAVITY -    979,703.6   (mgal)                       NAVD 88
 EH1844
 EH1844  VERT ORDER      -  FIRST     CLASS II
 EH1844
 EH1844.The horizontal coordinates were scaled from a map and have
 EH1844.an estimated accuracy of +/- 6 seconds.
 EH1844
 EH1844.The orthometric height was determined by differential leveling and
 EH1844.adjusted by the NATIONAL GEODETIC SURVEY
 EH1844.in June 1991.
 EH1844
 EH1844.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1844.GEOID18 height accuracy estimate available here.
 EH1844
 EH1844.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU021521(NAD 83)
 EH1844
 EH1844                          SUPERSEDED SURVEY CONTROL
 EH1844
 EH1844  NGVD 29 (11/26/84)   72.207  (m)          236.90   (f) ADJUSTED    1 2
 EH1844
 EH1844.Superseded values are not recommended for survey control.
 EH1844
 EH1844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1844.See file dsdata.pdf to determine how the superseded data were derived.
 EH1844
 EH1844_MARKER: DB = BENCH MARK DISK
 EH1844_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EH1844_SP_SET: CULVERT HEADWALL
 EH1844_STAMPING: C 108 1954
 EH1844_MARK LOGO: CGS
 EH1844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1844+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2207 ***********************************************************************
 EH2207  DESIGNATION -  C 109
 EH2207  PID         -  EH2207
 EH2207  STATE/COUNTY-  AR/PRAIRIE
 EH2207  COUNTRY     -  US
 EH2207  USGS QUAD   -  HAZEN (2017)
 EH2207
 EH2207                         *CURRENT SURVEY CONTROL
 EH2207  ______________________________________________________________________
 EH2207* NAD 83(1986) POSITION- 34 46 49.5    (N) 091 34 00.9    (W)   HD_HELD2
 EH2207* NAVD 88 ORTHO HEIGHT -    69.249 (meters)      227.19  (feet) ADJUSTED
 EH2207  ______________________________________________________________________
 EH2207  GEOID HEIGHT    -        -26.943 (meters)                     GEOID18
 EH2207  DYNAMIC HEIGHT  -         69.184 (meters)      226.98  (feet) COMP
 EH2207  MODELED GRAVITY -    979,693.8   (mgal)                       NAVD 88
 EH2207
 EH2207  VERT ORDER      -  FIRST     CLASS II
 EH2207
 EH2207.The horizontal coordinates were established by autonomous hand held GPS
 EH2207.observations and have an estimated accuracy of +/- 10 meters.
 EH2207
 EH2207.The orthometric height was determined by differential leveling and
 EH2207.adjusted by the NATIONAL GEODETIC SURVEY
 EH2207.in June 1991.
 EH2207
 EH2207.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2207.GEOID18 height accuracy estimate available here.
 EH2207
 EH2207.Click photographs - Photos may exist for this station.
 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     -   634,533.      439,641.      MT  (+/- 10 meters HH2 GPS)
 EH2207
 EH2207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU3112449628(NAD 83)
 EH2207
 EH2207                          SUPERSEDED SURVEY CONTROL
 EH2207
 EH2207  NGVD 29 (11/26/84)   69.254  (m)          227.21   (f) ADJUSTED    1 2
 EH2207
 EH2207.Superseded values are not recommended for survey control.
 EH2207
 EH2207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2207.See file dsdata.pdf to determine how the superseded data were derived.
 EH2207
 EH2207_MARKER: DB = BENCH MARK DISK
 EH2207_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EH2207_SP_SET: CULVERT HEADWALL
 EH2207_STAMPING: C 109 1954
 EH2207_MARK LOGO: CGS
 EH2207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2207+STABILITY: SURFACE MOTION
 EH2207_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH2207+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2021
 EH2207
 EH2207  HISTORY     - Date     Condition        Report By
 EH2207  HISTORY     - 1954     MONUMENTED       CGS
 EH2207  HISTORY     - 20030610 GOOD             USACE
 EH2207  HISTORY     - 20211116 GOOD             ARHD
 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.
 EH2207
 EH2207                          STATION RECOVERY (2021)
 EH2207
 EH2207'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2021 (JDH)
 EH2207'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0624 ***********************************************************************
 EJ0624  DESIGNATION -  C 11
 EJ0624  PID         -  EJ0624
 EJ0624  STATE/COUNTY-  AR/JEFFERSON
 EJ0624  COUNTRY     -  US
 EJ0624  USGS QUAD   -  PINE BLUFF (2017)
 EJ0624
 EJ0624                         *CURRENT SURVEY CONTROL
 EJ0624  ______________________________________________________________________
 EJ0624* NAD 83(1986) POSITION- 34 12 42.6    (N) 092 01 50.5    (W)   HD_HELD2
 EJ0624* NAVD 88 ORTHO HEIGHT -    70.712 (meters)      231.99  (feet) ADJUSTED
 EJ0624  ______________________________________________________________________
 EJ0624  GEOID HEIGHT    -        -25.954 (meters)                     GEOID18
 EJ0624  DYNAMIC HEIGHT  -         70.643 (meters)      231.77  (feet) COMP
 EJ0624  MODELED GRAVITY -    979,666.8   (mgal)                       NAVD 88
 EJ0624
 EJ0624  VERT ORDER      -  SECOND    CLASS I
 EJ0624
 EJ0624.The horizontal coordinates were established by autonomous hand held GPS
 EJ0624.observations and have an estimated accuracy of +/- 10 meters.
 EJ0624
 EJ0624.The orthometric height was determined by differential leveling and
 EJ0624.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0624.in September 2023.
 EJ0624
 EJ0624.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0624.GEOID18 height accuracy estimate available here.
 EJ0624
 EJ0624.Click photographs - Photos may exist for this station.
 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     -   571,379.      397,172.      MT  (+/- 10 meters HH2 GPS)
 EJ0624
 EJ0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT8929286068(NAD 83)
 EJ0624
 EJ0624                          SUPERSEDED SURVEY CONTROL
 EJ0624
 EJ0624  NAVD 88 (06/15/91)   70.710  (m)          231.99   (f) SUPERSEDED  2 0
 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
 EJ0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0624.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0624
 EJ0624_MARKER: DB = BENCH MARK DISK
 EJ0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0624_STAMPING: 232.247 C 11 1932
 EJ0624_MARK LOGO: CGS
 EJ0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0624+STABILITY: SURFACE MOTION
 EJ0624_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EJ0624+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2015
 EJ0624
 EJ0624  HISTORY     - Date     Condition        Report By
 EJ0624  HISTORY     - 1932     MONUMENTED       CGS
 EJ0624  HISTORY     - 1934     GOOD             CGS
 EJ0624  HISTORY     - 1984     GOOD             NGS
 EJ0624  HISTORY     - 20150126 GOOD             ARHD
 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 COAST AND 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.
 EJ0624
 EJ0624                          STATION RECOVERY (2015)
 EJ0624
 EJ0624'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (WDA)
 EJ0624'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1989 ***********************************************************************
 EH1989  DESIGNATION -  C 110
 EH1989  PID         -  EH1989
 EH1989  STATE/COUNTY-  AR/PRAIRIE
 EH1989  COUNTRY     -  US
 EH1989  USGS QUAD   -  DES ARC WEST (2017)
 EH1989
 EH1989                         *CURRENT SURVEY CONTROL
 EH1989  ______________________________________________________________________
 EH1989* NAD 83(1986) POSITION- 34 54 00.     (N) 091 35 45.     (W)   SCALED
 EH1989* NAVD 88 ORTHO HEIGHT -    62.964 (meters)      206.57  (feet) ADJUSTED
 EH1989  ______________________________________________________________________
 EH1989  GEOID HEIGHT    -        -27.103 (meters)                     GEOID18
 EH1989  DYNAMIC HEIGHT  -         62.905 (meters)      206.38  (feet) COMP
 EH1989  MODELED GRAVITY -    979,704.3   (mgal)                       NAVD 88
 EH1989
 EH1989  VERT ORDER      -  FIRST     CLASS II
 EH1989
 EH1989.The horizontal coordinates were scaled from a map and have
 EH1989.an estimated accuracy of +/- 6 seconds.
 EH1989
 EH1989.The orthometric height was determined by differential leveling and
 EH1989.adjusted by the NATIONAL GEODETIC SURVEY
 EH1989.in June 1991.
 EH1989
 EH1989.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1989.GEOID18 height accuracy estimate available here.
 EH1989
 EH1989.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU282628(NAD 83)
 EH1989
 EH1989                          SUPERSEDED SURVEY CONTROL
 EH1989
 EH1989  NGVD 29 (11/26/84)   62.970  (m)          206.59   (f) ADJUSTED    1 2
 EH1989
 EH1989.Superseded values are not recommended for survey control.
 EH1989
 EH1989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1989.See file dsdata.pdf to determine how the superseded data were derived.
 EH1989
 EH1989_MARKER: DB = BENCH MARK DISK
 EH1989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1989_STAMPING: C 110 1954
 EH1989_MARK LOGO: CGS
 EH1989_PROJECTION: PROJECTING 18 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1654 ***********************************************************************
 EH1654  DESIGNATION -  C 113
 EH1654  PID         -  EH1654
 EH1654  STATE/COUNTY-  AR/ARKANSAS
 EH1654  COUNTRY     -  US
 EH1654  USGS QUAD   -  STUTTGART SOUTH (2017)
 EH1654
 EH1654                         *CURRENT SURVEY CONTROL
 EH1654  ______________________________________________________________________
 EH1654* NAD 83(1986) POSITION- 34 24 20.     (N) 091 32 33.     (W)   SCALED
 EH1654* NAVD 88 ORTHO HEIGHT -    61.324 (meters)      201.19  (feet) ADJUSTED
 EH1654  ______________________________________________________________________
 EH1654  GEOID HEIGHT    -        -26.430 (meters)                     GEOID18
 EH1654  DYNAMIC HEIGHT  -         61.265 (meters)      201.00  (feet) COMP
 EH1654  MODELED GRAVITY -    979,675.5   (mgal)                       NAVD 88
 EH1654
 EH1654  VERT ORDER      -  FIRST     CLASS II
 EH1654
 EH1654.The horizontal coordinates were scaled from a map and have
 EH1654.an estimated accuracy of +/- 6 seconds.
 EH1654
 EH1654.The orthometric height was determined by differential leveling and
 EH1654.adjusted by the NATIONAL GEODETIC SURVEY
 EH1654.in August 1993.
 EH1654
 EH1654.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1654.GEOID18 height accuracy estimate available here.
 EH1654
 EH1654.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU339080(NAD 83)
 EH1654
 EH1654                          SUPERSEDED SURVEY CONTROL
 EH1654
 EH1654  NAVD 88 (06/15/91)   61.365  (m)          201.33   (f) SUPERSEDED  1 2
 EH1654  NGVD 29 (11/26/84)   61.375  (m)          201.36   (f) ADJUSTED    1 2
 EH1654
 EH1654.Superseded values are not recommended for survey control.
 EH1654
 EH1654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1654.See file dsdata.pdf to determine how the superseded data were derived.
 EH1654
 EH1654_MARKER: DB = BENCH MARK DISK
 EH1654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1654_STAMPING: C 113 1954
 EH1654_MARK LOGO: CGS
 EH1654_PROJECTION: PROJECTING 12 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2361 ***********************************************************************
 EH2361  DESIGNATION -  C 114
 EH2361  PID         -  EH2361
 EH2361  STATE/COUNTY-  AR/PRAIRIE
 EH2361  COUNTRY     -  US
 EH2361  USGS QUAD   -  SLOVAK (2017)
 EH2361
 EH2361                         *CURRENT SURVEY CONTROL
 EH2361  ______________________________________________________________________
 EH2361* NAD 83(1986) POSITION- 34 37 33.2    (N) 091 33 19.2    (W)   HD_HELD2
 EH2361* NAVD 88 ORTHO HEIGHT -    66.720 (meters)      218.90  (feet) ADJUSTED
 EH2361  ______________________________________________________________________
 EH2361  GEOID HEIGHT    -        -26.742 (meters)                     GEOID18
 EH2361  DYNAMIC HEIGHT  -         66.657 (meters)      218.69  (feet) COMP
 EH2361  MODELED GRAVITY -    979,684.8   (mgal)                       NAVD 88
 EH2361
 EH2361  VERT ORDER      -  FIRST     CLASS II
 EH2361
 EH2361.The horizontal coordinates were established by autonomous hand held GPS
 EH2361.observations and have an estimated accuracy of +/- 10 meters.
 EH2361
 EH2361.The orthometric height was determined by differential leveling and
 EH2361.adjusted by the NATIONAL GEODETIC SURVEY
 EH2361.in June 1991.
 EH2361
 EH2361.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2361.GEOID18 height accuracy estimate available here.
 EH2361
 EH2361.Click photographs - Photos may exist for this station.
 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     -   617,395.      440,775.      MT  (+/- 10 meters HH2 GPS)
 EH2361
 EH2361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU3243032505(NAD 83)
 EH2361
 EH2361                          SUPERSEDED SURVEY CONTROL
 EH2361
 EH2361  NGVD 29 (11/26/84)   66.744  (m)          218.98   (f) ADJUSTED    1 2
 EH2361
 EH2361.Superseded values are not recommended for survey control.
 EH2361
 EH2361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2361.See file dsdata.pdf to determine how the superseded data were derived.
 EH2361
 EH2361_MARKER: DB = BENCH MARK DISK
 EH2361_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EH2361_SP_SET: CULVERT HEADWALL
 EH2361_STAMPING: C 114 1954
 EH2361_MARK LOGO: CGS
 EH2361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2361+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1416 ***********************************************************************
 EH1416  DESIGNATION -  C 115
 EH1416  PID         -  EH1416
 EH1416  STATE/COUNTY-  AR/ARKANSAS
 EH1416  COUNTRY     -  US
 EH1416  USGS QUAD   -  ALMYRA (2017)
 EH1416
 EH1416                         *CURRENT SURVEY CONTROL
 EH1416  ______________________________________________________________________
 EH1416* NAD 83(1986) POSITION- 34 27 39.     (N) 091 24 59.     (W)   SCALED
 EH1416* NAVD 88 ORTHO HEIGHT -    61.309 (meters)      201.14  (feet) ADJUSTED
 EH1416  ______________________________________________________________________
 EH1416  GEOID HEIGHT    -        -26.598 (meters)                     GEOID18
 EH1416  DYNAMIC HEIGHT  -         61.250 (meters)      200.95  (feet) COMP
 EH1416  MODELED GRAVITY -    979,676.5   (mgal)                       NAVD 88
 EH1416
 EH1416  VERT ORDER      -  FIRST     CLASS II
 EH1416
 EH1416.The horizontal coordinates were scaled from a map and have
 EH1416.an estimated accuracy of +/- 6 seconds.
 EH1416
 EH1416.The orthometric height was determined by differential leveling and
 EH1416.adjusted by the NATIONAL GEODETIC SURVEY
 EH1416.in August 1993.
 EH1416
 EH1416.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1416.GEOID18 height accuracy estimate available here.
 EH1416
 EH1416.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU454143(NAD 83)
 EH1416
 EH1416                          SUPERSEDED SURVEY CONTROL
 EH1416
 EH1416  NAVD 88 (06/15/91)   61.356  (m)          201.30   (f) SUPERSEDED  1 2
 EH1416  NGVD 29 (11/26/84)   61.361  (m)          201.32   (f) ADJUSTED    1 2
 EH1416
 EH1416.Superseded values are not recommended for survey control.
 EH1416
 EH1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1416.See file dsdata.pdf to determine how the superseded data were derived.
 EH1416
 EH1416_MARKER: DB = BENCH MARK DISK
 EH1416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1416_STAMPING: C 115 1954
 EH1416_MARK LOGO: CGS
 EH1416_PROJECTION: PROJECTING 12 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1371 ***********************************************************************
 EH1371  DESIGNATION -  C 116
 EH1371  PID         -  EH1371
 EH1371  STATE/COUNTY-  AR/ARKANSAS
 EH1371  COUNTRY     -  US
 EH1371  USGS QUAD   -  DE WITT SW (2017)
 EH1371
 EH1371                         *CURRENT SURVEY CONTROL
 EH1371  ______________________________________________________________________
 EH1371* NAD 83(1986) POSITION- 34 17 50.     (N) 091 27 20.     (W)   SCALED
 EH1371* NAVD 88 ORTHO HEIGHT -    57.295 (meters)      187.98  (feet) ADJUSTED
 EH1371  ______________________________________________________________________
 EH1371  GEOID HEIGHT    -        -26.335 (meters)                     GEOID18
 EH1371  DYNAMIC HEIGHT  -         57.239 (meters)      187.79  (feet) COMP
 EH1371  MODELED GRAVITY -    979,667.4   (mgal)                       NAVD 88
 EH1371
 EH1371  VERT ORDER      -  FIRST     CLASS II
 EH1371
 EH1371.The horizontal coordinates were scaled from a map and have
 EH1371.an estimated accuracy of +/- 6 seconds.
 EH1371
 EH1371.The orthometric height was determined by differential leveling and
 EH1371.adjusted by the NATIONAL GEODETIC SURVEY
 EH1371.in August 1993.
 EH1371
 EH1371.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1371.GEOID18 height accuracy estimate available here.
 EH1371
 EH1371.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT421961(NAD 83)
 EH1371
 EH1371                          SUPERSEDED SURVEY CONTROL
 EH1371
 EH1371  NAVD 88 (06/15/91)   57.353  (m)          188.17   (f) SUPERSEDED  1 2
 EH1371  NGVD 29 (11/26/84)   57.368  (m)          188.21   (f) ADJUSTED    1 2
 EH1371
 EH1371.Superseded values are not recommended for survey control.
 EH1371
 EH1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1371.See file dsdata.pdf to determine how the superseded data were derived.
 EH1371
 EH1371_MARKER: DB = BENCH MARK DISK
 EH1371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1371_STAMPING: C 116 1954
 EH1371_MARK LOGO: CGS
 EH1371_PROJECTION: PROJECTING 12 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 DL0751 ***********************************************************************
 DL0751  DESIGNATION -  C 119
 DL0751  PID         -  DL0751
 DL0751  STATE/COUNTY-  AR/LAFAYETTE
 DL0751  COUNTRY     -  US
 DL0751  USGS QUAD   -  LEWISVILLE (2017)
 DL0751
 DL0751                         *CURRENT SURVEY CONTROL
 DL0751  ______________________________________________________________________
 DL0751* NAD 83(1986) POSITION- 33 21 31.     (N) 093 31 18.     (W)   SCALED
 DL0751* NAVD 88 ORTHO HEIGHT -    74.926 (meters)      245.82  (feet) ADJUSTED
 DL0751  ______________________________________________________________________
 DL0751  GEOID HEIGHT    -        -26.693 (meters)                     GEOID18
 DL0751  DYNAMIC HEIGHT  -         74.846 (meters)      245.56  (feet) COMP
 DL0751  MODELED GRAVITY -    979,568.4   (mgal)                       NAVD 88
 DL0751
 DL0751  VERT ORDER      -  FIRST     CLASS II
 DL0751
 DL0751.The horizontal coordinates were scaled from a map and have
 DL0751.an estimated accuracy of +/- 6 seconds.
 DL0751
 DL0751.The orthometric height was determined by differential leveling and
 DL0751.adjusted by the NATIONAL GEODETIC SURVEY
 DL0751.in June 1991.
 DL0751
 DL0751.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0751.GEOID18 height accuracy estimate available here.
 DL0751
 DL0751.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS514911(NAD 83)
 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
 DL0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0751.See file dsdata.pdf to determine how the superseded data were derived.
 DL0751
 DL0751_MARKER: DB = BENCH MARK DISK
 DL0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0751_STAMPING: C 119 1934
 DL0751_MARK LOGO: CGS
 DL0751_PROJECTION: PROJECTING 5 CENTIMETERS
 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             CGS
 DL0751  HISTORY     - 1963     GOOD             CGS
 DL0751  HISTORY     - 20110921 MARK NOT FOUND   ARHD
 DL0751
 DL0751                          STATION DESCRIPTION
 DL0751
 DL0751'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1963
 DL0751'RECOVERED IN GOOD CONDITION.
 DL0751
 DL0751                          STATION RECOVERY (2011)
 DL0751
 DL0751'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (AMC)
 DL0751'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0357 ***********************************************************************
 DL0357  DESIGNATION -  C 12
 DL0357  PID         -  DL0357
 DL0357  STATE/COUNTY-  AR/OUACHITA
 DL0357  COUNTRY     -  US
 DL0357  USGS QUAD   -  HARMONY GROVE (2017)
 DL0357
 DL0357                         *CURRENT SURVEY CONTROL
 DL0357  ______________________________________________________________________
 DL0357* NAD 83(1986) POSITION- 33 39 06.     (N) 092 46 22.     (W)   SCALED
 DL0357* NAVD 88 ORTHO HEIGHT -    36.455 (meters)      119.60  (feet) ADJUSTED
 DL0357  ______________________________________________________________________
 DL0357  GEOID HEIGHT    -        -26.259 (meters)                     GEOID18
 DL0357  DYNAMIC HEIGHT  -         36.417 (meters)      119.48  (feet) COMP
 DL0357  MODELED GRAVITY -    979,616.0   (mgal)                       NAVD 88
 DL0357
 DL0357  VERT ORDER      -  FIRST     CLASS II
 DL0357
 DL0357.The horizontal coordinates were scaled from a map and have
 DL0357.an estimated accuracy of +/- 6 seconds.
 DL0357
 DL0357.The orthometric height was determined by differential leveling and
 DL0357.adjusted by the NATIONAL GEODETIC SURVEY
 DL0357.in June 1991.
 DL0357
 DL0357.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0357.GEOID18 height accuracy estimate available here.
 DL0357
 DL0357.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT210235(NAD 83)
 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
 DL0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0357.See file dsdata.pdf to determine how the superseded data were derived.
 DL0357
 DL0357_MARKER: DB = BENCH MARK DISK
 DL0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0357_STAMPING: C 12 1932
 DL0357_MARK LOGO: CGS
 DL0357_PROJECTION: PROJECTING 5 CENTIMETERS
 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             CGS
 DL0357  HISTORY     - 1964     GOOD             CGS
 DL0357  HISTORY     - 1985     GOOD             LOCSUR
 DL0357  HISTORY     - 20060106 MARK NOT FOUND   ARHD
 DL0357  HISTORY     - 20130723 MARK NOT FOUND   ARHD
 DL0357
 DL0357                          STATION DESCRIPTION
 DL0357
 DL0357'DESCRIBED BY COAST AND 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 COAST AND 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 DEPARTMENT OF TRANSPORTATION 2006 (VJB)
 DL0357'MARK NOT FOUND.
 DL0357
 DL0357                          STATION RECOVERY (2013)
 DL0357
 DL0357'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (CAW)
 DL0357'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0529 ***********************************************************************
 DL0529  DESIGNATION -  C 120
 DL0529  PID         -  DL0529
 DL0529  STATE/COUNTY-  AR/COLUMBIA
 DL0529  COUNTRY     -  US
 DL0529  USGS QUAD   -  MAGNOLIA (2017)
 DL0529
 DL0529                         *CURRENT SURVEY CONTROL
 DL0529  ______________________________________________________________________
 DL0529* NAD 83(1986) POSITION- 33 21 49.     (N) 093 09 29.     (W)   SCALED
 DL0529* NAVD 88 ORTHO HEIGHT -    76.530 (meters)      251.08  (feet) ADJUSTED
 DL0529  ______________________________________________________________________
 DL0529  GEOID HEIGHT    -        -26.444 (meters)                     GEOID18
 DL0529  DYNAMIC HEIGHT  -         76.448 (meters)      250.81  (feet) COMP
 DL0529  MODELED GRAVITY -    979,572.9   (mgal)                       NAVD 88
 DL0529
 DL0529  VERT ORDER      -  FIRST     CLASS II
 DL0529
 DL0529.The horizontal coordinates were scaled from a map and have
 DL0529.an estimated accuracy of +/- 6 seconds.
 DL0529
 DL0529.The orthometric height was determined by differential leveling and
 DL0529.adjusted by the NATIONAL GEODETIC SURVEY
 DL0529.in June 1991.
 DL0529
 DL0529.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0529.GEOID18 height accuracy estimate available here.
 DL0529
 DL0529.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS852916(NAD 83)
 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
 DL0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0529.See file dsdata.pdf to determine how the superseded data were derived.
 DL0529
 DL0529_MARKER: DB = BENCH MARK DISK
 DL0529_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL0529_SP_SET: BOX CULVERT HEADWALL
 DL0529_STAMPING: C 120 1934
 DL0529_MARK LOGO: CGS
 DL0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0529+STABILITY: SURFACE MOTION
 DL0529_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL0529+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2011
 DL0529
 DL0529  HISTORY     - Date     Condition        Report By
 DL0529  HISTORY     - 1934     MONUMENTED       CGS
 DL0529  HISTORY     - 1960     GOOD             CGS
 DL0529  HISTORY     - 20080520 GOOD             ARHD
 DL0529  HISTORY     - 20110921 GOOD             ARHD
 DL0529
 DL0529                          STATION DESCRIPTION
 DL0529
 DL0529'DESCRIBED BY COAST AND 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.
 DL0529
 DL0529                          STATION RECOVERY (2008)
 DL0529
 DL0529'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2008 (WDA)
 DL0529'RECOVERED IN GOOD CONDITION.
 DL0529
 DL0529                          STATION RECOVERY (2011)
 DL0529
 DL0529'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (AMC)
 DL0529'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0675 ***********************************************************************
 DL0675  DESIGNATION -  C 121
 DL0675  PID         -  DL0675
 DL0675  STATE/COUNTY-  AR/COLUMBIA
 DL0675  COUNTRY     -  US
 DL0675  USGS QUAD   -  MAGNOLIA (2017)
 DL0675
 DL0675                         *CURRENT SURVEY CONTROL
 DL0675  ______________________________________________________________________
 DL0675* NAD 83(1986) POSITION- 33 15 47.     (N) 093 08 19.     (W)   SCALED
 DL0675* NAVD 88 ORTHO HEIGHT -    95.670 (meters)      313.88  (feet) ADJUSTED
 DL0675  ______________________________________________________________________
 DL0675  GEOID HEIGHT    -        -26.373 (meters)                     GEOID18
 DL0675  DYNAMIC HEIGHT  -         95.567 (meters)      313.54  (feet) COMP
 DL0675  MODELED GRAVITY -    979,563.4   (mgal)                       NAVD 88
 DL0675
 DL0675  VERT ORDER      -  SECOND    CLASS 0
 DL0675
 DL0675.The horizontal coordinates were scaled from a map and have
 DL0675.an estimated accuracy of +/- 6 seconds.
 DL0675
 DL0675.The orthometric height was determined by differential leveling and
 DL0675.adjusted by the NATIONAL GEODETIC SURVEY
 DL0675.in June 1991.
 DL0675
 DL0675.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0675.GEOID18 height accuracy estimate available here.
 DL0675
 DL0675.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS870804(NAD 83)
 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
 DL0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0675.See file dsdata.pdf to determine how the superseded data were derived.
 DL0675
 DL0675_MARKER: DB = BENCH MARK DISK
 DL0675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0675_STAMPING: C 121 1934
 DL0675_MARK LOGO: CGS
 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             CGS
 DL0675  HISTORY     - 1965     POOR             USGS
 DL0675  HISTORY     - 20110921 MARK NOT FOUND   ARHD
 DL0675
 DL0675                          STATION DESCRIPTION
 DL0675
 DL0675'DESCRIBED BY COAST AND 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.
 DL0675
 DL0675                          STATION RECOVERY (2011)
 DL0675
 DL0675'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (KWS)
 DL0675'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0285 ***********************************************************************
 DL0285  DESIGNATION -  C 122
 DL0285  PID         -  DL0285
 DL0285  STATE/COUNTY-  AR/UNION
 DL0285  COUNTRY     -  US
 DL0285  USGS QUAD   -  EL DORADO WEST (2017)
 DL0285
 DL0285                         *CURRENT SURVEY CONTROL
 DL0285  ______________________________________________________________________
 DL0285* NAD 83(1986) POSITION- 33 08 03.     (N) 092 39 00.     (W)   SCALED
 DL0285* NAVD 88 ORTHO HEIGHT -    52.224 (meters)      171.34  (feet) ADJUSTED
 DL0285  ______________________________________________________________________
 DL0285  GEOID HEIGHT    -        -26.269 (meters)                     GEOID18
 DL0285  DYNAMIC HEIGHT  -         52.167 (meters)      171.15  (feet) COMP
 DL0285  MODELED GRAVITY -    979,551.1   (mgal)                       NAVD 88
 DL0285
 DL0285  VERT ORDER      -  SECOND    CLASS 0
 DL0285
 DL0285.The horizontal coordinates were scaled from a map and have
 DL0285.an estimated accuracy of +/- 6 seconds.
 DL0285
 DL0285.The orthometric height was determined by differential leveling and
 DL0285.adjusted by the NATIONAL GEODETIC SURVEY
 DL0285.in June 1991.
 DL0285
 DL0285.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0285.GEOID18 height accuracy estimate available here.
 DL0285
 DL0285.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS326662(NAD 83)
 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
 DL0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0285.See file dsdata.pdf to determine how the superseded data were derived.
 DL0285
 DL0285_MARKER: DB = BENCH MARK DISK
 DL0285_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DL0285_STAMPING: C 122 1934
 DL0285_MARK LOGO: CGS
 DL0285_PROJECTION: RECESSED 6 CENTIMETERS
 DL0285_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0285_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL0285+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2011
 DL0285
 DL0285  HISTORY     - Date     Condition        Report By
 DL0285  HISTORY     - 1934     MONUMENTED       CGS
 DL0285  HISTORY     - 1964     MARK NOT FOUND   CGS
 DL0285  HISTORY     - 1977     GOOD             USGS
 DL0285  HISTORY     - 20110421 GOOD             ARHD
 DL0285
 DL0285                          STATION DESCRIPTION
 DL0285
 DL0285'DESCRIBED BY COAST AND 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.
 DL0285
 DL0285                          STATION RECOVERY (2011)
 DL0285
 DL0285'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (SES)
 DL0285'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GG0116 ***********************************************************************
 GG0116  DESIGNATION -  C 124
 GG0116  PID         -  GG0116
 GG0116  STATE/COUNTY-  AR/BENTON
 GG0116  COUNTRY     -  US
 GG0116  USGS QUAD   -  GRAVETTE (2017)
 GG0116
 GG0116                         *CURRENT SURVEY CONTROL
 GG0116  ______________________________________________________________________
 GG0116* NAD 83(1986) POSITION- 36 29 02.     (N) 094 27 49.     (W)   SCALED
 GG0116* NAVD 88 ORTHO HEIGHT -   274.202 (meters)      899.61  (feet) ADJUSTED
 GG0116  ______________________________________________________________________
 GG0116  GEOID HEIGHT    -        -28.369 (meters)                     GEOID18
 GG0116  DYNAMIC HEIGHT  -        273.973 (meters)      898.86  (feet) COMP
 GG0116  MODELED GRAVITY -    979,790.0   (mgal)                       NAVD 88
 GG0116
 GG0116  VERT ORDER      -  SECOND    CLASS 0
 GG0116
 GG0116.The horizontal coordinates were scaled from a map and have
 GG0116.an estimated accuracy of +/- 6 seconds.
 GG0116
 GG0116.The orthometric height was determined by differential leveling and
 GG0116.adjusted by the NATIONAL GEODETIC SURVEY
 GG0116.in June 1991.
 GG0116
 GG0116.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0116.GEOID18 height accuracy estimate available here.
 GG0116
 GG0116.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA688386(NAD 83)
 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
 GG0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0116.See file dsdata.pdf to determine how the superseded data were derived.
 GG0116
 GG0116_MARKER: DB = BENCH MARK DISK
 GG0116_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GG0116_SP_SET: BRIDGE
 GG0116_STAMPING: C 124 1935
 GG0116_MARK LOGO: CGS
 GG0116_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0116
 GG0116  HISTORY     - Date     Condition        Report By
 GG0116  HISTORY     - 1935     MONUMENTED       CGS
 GG0116  HISTORY     - 1961     GOOD             CGS
 GG0116  HISTORY     - 1987     GOOD             USPSQD
 GG0116  HISTORY     - 1988     GOOD             USPSQD
 GG0116  HISTORY     - 1989     GOOD             USPSQD
 GG0116  HISTORY     - 1990     POOR             USPSQD
 GG0116  HISTORY     - 20150211 MARK NOT FOUND   ARHD
 GG0116
 GG0116                          STATION DESCRIPTION
 GG0116
 GG0116'DESCRIBED BY COAST AND 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.
 GG0116
 GG0116                          STATION RECOVERY (2015)
 GG0116
 GG0116'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 GG0116'THERE HAS BEEN SOME IMPROVEMENTS TO THE RR BRIDGE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0681 ***********************************************************************
 FG0681  DESIGNATION -  C 125
 FG0681  PID         -  FG0681
 FG0681  STATE/COUNTY-  AR/VAN BUREN
 FG0681  COUNTRY     -  US
 FG0681  USGS QUAD   -  TILLY (2017)
 FG0681
 FG0681                         *CURRENT SURVEY CONTROL
 FG0681  ______________________________________________________________________
 FG0681* NAD 83(1986) POSITION- 35 37 58.88   (N) 092 47 00.20   (W)   HD_HELD1
 FG0681* NAVD 88 ORTHO HEIGHT -   465.393 (meters)     1526.88  (feet) ADJUSTED
 FG0681  ______________________________________________________________________
 FG0681  GEOID HEIGHT    -        -28.068 (meters)                     GEOID18
 FG0681  DYNAMIC HEIGHT  -        464.943 (meters)     1525.40  (feet) COMP
 FG0681  MODELED GRAVITY -    979,653.0   (mgal)                       NAVD 88
 FG0681
 FG0681  VERT ORDER      -  SECOND    CLASS 0
 FG0681
 FG0681.The horizontal coordinates were determined by differentially corrected
 FG0681.hand held GPS observations or other comparable positioning techniques
 FG0681.and have an estimated accuracy of +/- 3 meters.
 FG0681
 FG0681.The orthometric height was determined by differential leveling and
 FG0681.adjusted by the NATIONAL GEODETIC SURVEY
 FG0681.in June 1991.
 FG0681
 FG0681.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0681.GEOID18 height accuracy estimate available here.
 FG0681
 FG0681.Click photographs - Photos may exist for this station.
 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     -   144,471.8     329,046.2     MT  (+/- 3 meters HH1 GPS) 
 FG0681
 FG0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV1961243268(NAD 83)
 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
 FG0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0681.See file dsdata.pdf to determine how the superseded data were derived.
 FG0681
 FG0681_MARKER: DB = BENCH MARK DISK
 FG0681_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0681_STAMPING: C 125 1935
 FG0681_MARK LOGO: CGS
 FG0681_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0764 ***********************************************************************
 FG0764  DESIGNATION -  C 126
 FG0764  PID         -  FG0764
 FG0764  STATE/COUNTY-  AR/POPE
 FG0764  COUNTRY     -  US
 FG0764  USGS QUAD   -  DOVER (2017)
 FG0764
 FG0764                         *CURRENT SURVEY CONTROL
 FG0764  ______________________________________________________________________
 FG0764* NAD 83(1986) POSITION- 35 29 49.     (N) 093 00 17.     (W)   SCALED
 FG0764* NAVD 88 ORTHO HEIGHT -   152.734 (meters)      501.09  (feet) ADJUSTED
 FG0764  ______________________________________________________________________
 FG0764  GEOID HEIGHT    -        -28.634 (meters)                     GEOID18
 FG0764  DYNAMIC HEIGHT  -        152.592 (meters)      500.63  (feet) COMP
 FG0764  MODELED GRAVITY -    979,697.4   (mgal)                       NAVD 88
 FG0764
 FG0764  VERT ORDER      -  SECOND    CLASS 0
 FG0764
 FG0764.The horizontal coordinates were scaled from a map and have
 FG0764.an estimated accuracy of +/- 6 seconds.
 FG0764
 FG0764.The orthometric height was determined by differential leveling and
 FG0764.adjusted by the NATIONAL GEODETIC SURVEY
 FG0764.in June 1991.
 FG0764
 FG0764.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0764.GEOID18 height accuracy estimate available here.
 FG0764
 FG0764.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV995281(NAD 83)
 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
 FG0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0764.See file dsdata.pdf to determine how the superseded data were derived.
 FG0764
 FG0764_MARKER: DB = BENCH MARK DISK
 FG0764_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0764_STAMPING: C 126 1935
 FG0764_MARK LOGO: CGS
 FG0764_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0764
 FG0764  HISTORY     - Date     Condition        Report By
 FG0764  HISTORY     - 1935     MONUMENTED       CGS
 FG0764  HISTORY     - 1961     MARK NOT FOUND   CGS
 FG0764
 FG0764                          STATION DESCRIPTION
 FG0764
 FG0764'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG1059 ***********************************************************************
 FG1059  DESIGNATION -  C 127
 FG1059  PID         -  FG1059
 FG1059  STATE/COUNTY-  AR/POPE
 FG1059  COUNTRY     -  US
 FG1059  USGS QUAD   -  LEE MOUNTAIN (2017)
 FG1059
 FG1059                         *CURRENT SURVEY CONTROL
 FG1059  ______________________________________________________________________
 FG1059* NAD 83(1986) POSITION- 35 23 40.     (N) 093 14 24.     (W)   SCALED
 FG1059* NAVD 88 ORTHO HEIGHT -   198.729 (meters)      652.00  (feet) ADJUSTED
 FG1059  ______________________________________________________________________
 FG1059  GEOID HEIGHT    -        -29.121 (meters)                     GEOID18
 FG1059  DYNAMIC HEIGHT  -        198.541 (meters)      651.38  (feet) COMP
 FG1059  MODELED GRAVITY -    979,684.3   (mgal)                       NAVD 88
 FG1059
 FG1059  VERT ORDER      -  SECOND    CLASS 0
 FG1059
 FG1059.The horizontal coordinates were scaled from a map and have
 FG1059.an estimated accuracy of +/- 6 seconds.
 FG1059
 FG1059.The orthometric height was determined by differential leveling and
 FG1059.adjusted by the NATIONAL GEODETIC SURVEY
 FG1059.in June 1991.
 FG1059
 FG1059.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1059.GEOID18 height accuracy estimate available here.
 FG1059
 FG1059.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV782168(NAD 83)
 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
 FG1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1059.See file dsdata.pdf to determine how the superseded data were derived.
 FG1059
 FG1059_MARKER: DB = BENCH MARK DISK
 FG1059_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG1059_STAMPING: C 127 1935
 FG1059_MARK LOGO: CGS
 FG1059_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0884 ***********************************************************************
 FG0884  DESIGNATION -  C 128
 FG0884  PID         -  FG0884
 FG0884  STATE/COUNTY-  AR/JOHNSON
 FG0884  COUNTRY     -  US
 FG0884  USGS QUAD   -  ROSETTA (2017)
 FG0884
 FG0884                         *CURRENT SURVEY CONTROL
 FG0884  ______________________________________________________________________
 FG0884* NAD 83(1986) POSITION- 35 43 41.2    (N) 093 22 14.0    (W)   HD_HELD2
 FG0884* NAVD 88 ORTHO HEIGHT -   596.262 (meters)     1956.24  (feet) ADJUSTED
 FG0884  ______________________________________________________________________
 FG0884  GEOID HEIGHT    -        -28.174 (meters)                     GEOID18
 FG0884  DYNAMIC HEIGHT  -        595.682 (meters)     1954.33  (feet) COMP
 FG0884  MODELED GRAVITY -    979,640.8   (mgal)                       NAVD 88
 FG0884
 FG0884  VERT ORDER      -  SECOND    CLASS 0
 FG0884
 FG0884.The horizontal coordinates were established by autonomous hand held GPS
 FG0884.observations and have an estimated accuracy of +/- 10 meters.
 FG0884
 FG0884.The orthometric height was determined by differential leveling and
 FG0884.adjusted by the NATIONAL GEODETIC SURVEY
 FG0884.in June 1991.
 FG0884
 FG0884.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0884.GEOID18 height accuracy estimate available here.
 FG0884
 FG0884.Click photographs - Photos may exist for this station.
 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     -   155,602.      276,014.      MT  (+/- 10 meters HH2 GPS)
 FG0884
 FG0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV6648853855(NAD 83)
 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
 FG0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0884.See file dsdata.pdf to determine how the superseded data were derived.
 FG0884
 FG0884_MARKER: DB = BENCH MARK DISK
 FG0884_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0884_STAMPING: C 128 1935
 FG0884_MARK LOGO: CGS
 FG0884_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0756 ***********************************************************************
 FG0756  DESIGNATION -  C 130
 FG0756  PID         -  FG0756
 FG0756  STATE/COUNTY-  AR/NEWTON
 FG0756  COUNTRY     -  US
 FG0756  USGS QUAD   -  MOUNT JUDEA (2017)
 FG0756
 FG0756                         *CURRENT SURVEY CONTROL
 FG0756  ______________________________________________________________________
 FG0756* NAD 83(1986) POSITION- 35 58 37.     (N) 093 02 53.     (W)   SCALED
 FG0756* NAVD 88 ORTHO HEIGHT -   298.788 (meters)      980.27  (feet) ADJUSTED
 FG0756  ______________________________________________________________________
 FG0756  GEOID HEIGHT    -        -28.284 (meters)                     GEOID18
 FG0756  DYNAMIC HEIGHT  -        298.515 (meters)      979.38  (feet) COMP
 FG0756  MODELED GRAVITY -    979,711.5   (mgal)                       NAVD 88
 FG0756
 FG0756  VERT ORDER      -  SECOND    CLASS 0
 FG0756
 FG0756.The horizontal coordinates were scaled from a map and have
 FG0756.an estimated accuracy of +/- 6 seconds.
 FG0756
 FG0756.The orthometric height was determined by differential leveling and
 FG0756.adjusted by the NATIONAL GEODETIC SURVEY
 FG0756.in June 1991.
 FG0756
 FG0756.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0756.GEOID18 height accuracy estimate available here.
 FG0756
 FG0756.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV956813(NAD 83)
 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
 FG0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0756.See file dsdata.pdf to determine how the superseded data were derived.
 FG0756
 FG0756_MARKER: DB = BENCH MARK DISK
 FG0756_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0756_STAMPING: C 130 1935
 FG0756_MARK LOGO: CGS
 FG0756_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1442 ***********************************************************************
 EJ1442  DESIGNATION -  C 131
 EJ1442  PID         -  EJ1442
 EJ1442  STATE/COUNTY-  AR/PIKE
 EJ1442  COUNTRY     -  US
 EJ1442  USGS QUAD   -  LANGLEY (2017)
 EJ1442
 EJ1442                         *CURRENT SURVEY CONTROL
 EJ1442  ______________________________________________________________________
 EJ1442* NAD 83(1986) POSITION- 34 20 02.     (N) 093 50 31.     (W)   SCALED
 EJ1442* NAVD 88 ORTHO HEIGHT -   240.707 (meters)      789.72  (feet) ADJUSTED
 EJ1442  ______________________________________________________________________
 EJ1442  GEOID HEIGHT    -        -28.052 (meters)                     GEOID18
 EJ1442  DYNAMIC HEIGHT  -        240.459 (meters)      788.91  (feet) COMP
 EJ1442  MODELED GRAVITY -    979,599.0   (mgal)                       NAVD 88
 EJ1442
 EJ1442  VERT ORDER      -  SECOND    CLASS 0
 EJ1442
 EJ1442.The horizontal coordinates were scaled from a map and have
 EJ1442.an estimated accuracy of +/- 6 seconds.
 EJ1442
 EJ1442.The orthometric height was determined by differential leveling and
 EJ1442.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1442.in June 1991.
 EJ1442
 EJ1442.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1442.GEOID18 height accuracy estimate available here.
 EJ1442
 EJ1442.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT225994(NAD 83)
 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
 EJ1442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1442.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1442
 EJ1442_MARKER: DB = BENCH MARK DISK
 EJ1442_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ1442_STAMPING: C 131 1935
 EJ1442_MARK LOGO: CGS
 EJ1442_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EK0179 ***********************************************************************
 EK0179  DESIGNATION -  C 132
 EK0179  PID         -  EK0179
 EK0179  STATE/COUNTY-  AR/HOWARD
 EK0179  COUNTRY     -  US
 EK0179  USGS QUAD   -  BAKER SPRINGS (2017)
 EK0179
 EK0179                         *CURRENT SURVEY CONTROL
 EK0179  ______________________________________________________________________
 EK0179* NAD 83(1986) POSITION- 34 17 39.     (N) 094 11 15.     (W)   SCALED
 EK0179* NAVD 88 ORTHO HEIGHT -   238.036 (meters)      780.96  (feet) ADJUSTED
 EK0179  ______________________________________________________________________
 EK0179  GEOID HEIGHT    -        -28.559 (meters)                     GEOID18
 EK0179  DYNAMIC HEIGHT  -        237.793 (meters)      780.16  (feet) COMP
 EK0179  MODELED GRAVITY -    979,608.4   (mgal)                       NAVD 88
 EK0179
 EK0179  VERT ORDER      -  SECOND    CLASS 0
 EK0179
 EK0179.The horizontal coordinates were scaled from a map and have
 EK0179.an estimated accuracy of +/- 6 seconds.
 EK0179
 EK0179.The orthometric height was determined by differential leveling and
 EK0179.adjusted by the NATIONAL GEODETIC SURVEY
 EK0179.in June 1991.
 EK0179
 EK0179.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0179.GEOID18 height accuracy estimate available here.
 EK0179
 EK0179.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT907954(NAD 83)
 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
 EK0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0179.See file dsdata.pdf to determine how the superseded data were derived.
 EK0179
 EK0179_MARKER: DB = BENCH MARK DISK
 EK0179_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EK0179_STAMPING: C 132 1935
 EK0179_MARK LOGO: CGS
 EK0179_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0179
 EK0179  HISTORY     - Date     Condition        Report By
 EK0179  HISTORY     - 1935     MONUMENTED       CGS
 EK0179  HISTORY     - 1961     GOOD             CGS
 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EK0084 ***********************************************************************
 EK0084  DESIGNATION -  C 133
 EK0084  PID         -  EK0084
 EK0084  STATE/COUNTY-  AR/POLK
 EK0084  COUNTRY     -  US
 EK0084  USGS QUAD   -  MENA (2017)
 EK0084
 EK0084                         *CURRENT SURVEY CONTROL
 EK0084  ______________________________________________________________________
 EK0084* NAD 83(1986) POSITION- 34 30 46.     (N) 094 12 25.     (W)   SCALED
 EK0084* NAVD 88 ORTHO HEIGHT -   351.904 (meters)     1154.54  (feet) ADJUSTED
 EK0084  ______________________________________________________________________
 EK0084  GEOID HEIGHT    -        -29.703 (meters)                     GEOID18
 EK0084  DYNAMIC HEIGHT  -        351.524 (meters)     1153.29  (feet) COMP
 EK0084  MODELED GRAVITY -    979,544.8   (mgal)                       NAVD 88
 EK0084
 EK0084  VERT ORDER      -  SECOND    CLASS 0
 EK0084
 EK0084.The horizontal coordinates were scaled from a map and have
 EK0084.an estimated accuracy of +/- 6 seconds.
 EK0084
 EK0084.The orthometric height was determined by differential leveling and
 EK0084.adjusted by the NATIONAL GEODETIC SURVEY
 EK0084.in June 1991.
 EK0084
 EK0084.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0084.GEOID18 height accuracy estimate available here.
 EK0084
 EK0084.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU892196(NAD 83)
 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
 EK0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0084.See file dsdata.pdf to determine how the superseded data were derived.
 EK0084
 EK0084_MARKER: DB = BENCH MARK DISK
 EK0084_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EK0084_STAMPING: C 133 1935
 EK0084_MARK LOGO: CGS
 EK0084_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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   CGS
 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 COAST AND GEODETIC SURVEY 1961
 EK0084'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1524 ***********************************************************************
 EJ1524  DESIGNATION -  C 135
 EJ1524  PID         -  EJ1524
 EJ1524  STATE/COUNTY-  AR/MONTGOMERY
 EJ1524  COUNTRY     -  US
 EJ1524  USGS QUAD   -  PINE RIDGE (2017)
 EJ1524
 EJ1524                         *CURRENT SURVEY CONTROL
 EJ1524  ______________________________________________________________________
 EJ1524* NAD 83(1986) POSITION- 34 31 44.     (N) 093 54 37.     (W)   SCALED
 EJ1524* NAVD 88 ORTHO HEIGHT -   253.909 (meters)      833.03  (feet) ADJUSTED
 EJ1524  ______________________________________________________________________
 EJ1524  GEOID HEIGHT    -        -29.022 (meters)                     GEOID18
 EJ1524  DYNAMIC HEIGHT  -        253.645 (meters)      832.17  (feet) COMP
 EJ1524  MODELED GRAVITY -    979,587.1   (mgal)                       NAVD 88
 EJ1524
 EJ1524  VERT ORDER      -  SECOND    CLASS 0
 EJ1524
 EJ1524.The horizontal coordinates were scaled from a map and have
 EJ1524.an estimated accuracy of +/- 6 seconds.
 EJ1524
 EJ1524.The orthometric height was determined by differential leveling and
 EJ1524.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1524.in June 1991.
 EJ1524
 EJ1524.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1524.GEOID18 height accuracy estimate available here.
 EJ1524
 EJ1524.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU164211(NAD 83)
 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
 EJ1524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1524.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1524
 EJ1524_MARKER: DB = BENCH MARK DISK
 EJ1524_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ1524_STAMPING: C 135 1935
 EJ1524_MARK LOGO: CGS
 EJ1524_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1524
 EJ1524  HISTORY     - Date     Condition        Report By
 EJ1524  HISTORY     - 1935     MONUMENTED       CGS
 EJ1524  HISTORY     - 1961     GOOD             CGS
 EJ1524
 EJ1524                          STATION DESCRIPTION
 EJ1524
 EJ1524'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1536 ***********************************************************************
 EJ1536  DESIGNATION -  C 136
 EJ1536  PID         -  EJ1536
 EJ1536  STATE/COUNTY-  AR/MONTGOMERY
 EJ1536  COUNTRY     -  US
 EJ1536  USGS QUAD   -  ODEN (2017)
 EJ1536
 EJ1536                         *CURRENT SURVEY CONTROL
 EJ1536  ______________________________________________________________________
 EJ1536* NAD 83(1986) POSITION- 34 35 06.84   (N) 093 45 43.26   (W)   HD_HELD1
 EJ1536* NAVD 88 ORTHO HEIGHT -   255.215 (meters)      837.32  (feet) ADJUSTED
 EJ1536  ______________________________________________________________________
 EJ1536  GEOID HEIGHT    -        -28.947 (meters)                     GEOID18
 EJ1536  DYNAMIC HEIGHT  -        254.949 (meters)      836.45  (feet) COMP
 EJ1536  MODELED GRAVITY -    979,590.0   (mgal)                       NAVD 88
 EJ1536
 EJ1536  VERT ORDER      -  SECOND    CLASS 0
 EJ1536
 EJ1536.The horizontal coordinates were determined by differentially corrected
 EJ1536.hand held GPS observations or other comparable positioning techniques
 EJ1536.and have an estimated accuracy of +/- 3 meters.
 EJ1536
 EJ1536.The orthometric height was determined by differential leveling and
 EJ1536.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1536.in June 1991.
 EJ1536
 EJ1536.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1536.GEOID18 height accuracy estimate available here.
 EJ1536
 EJ1536.Click photographs - Photos may exist for this station.
 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     -   614,188.2     238,355.0     MT  (+/- 3 meters HH1 GPS) 
 EJ1536
 EJ1536_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU3011427312(NAD 83)
 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
 EJ1536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1536.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1536
 EJ1536_MARKER: DB = BENCH MARK DISK
 EJ1536_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ1536_STAMPING: C 136 1935
 EJ1536_MARK LOGO: CGS
 EJ1536_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1536
 EJ1536  HISTORY     - Date     Condition        Report By
 EJ1536  HISTORY     - 1935     MONUMENTED       CGS
 EJ1536  HISTORY     - 1961     MARK NOT FOUND   CGS
 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 COAST AND GEODETIC SURVEY 1961
 EJ1536'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1124 ***********************************************************************
 EJ1124  DESIGNATION -  C 137
 EJ1124  PID         -  EJ1124
 EJ1124  STATE/COUNTY-  AR/CLARK
 EJ1124  COUNTRY     -  US
 EJ1124  USGS QUAD   -  AMITY (2017)
 EJ1124
 EJ1124                         *CURRENT SURVEY CONTROL
 EJ1124  ______________________________________________________________________
 EJ1124* NAD 83(1986) POSITION- 34 19 05.     (N) 093 24 54.     (W)   SCALED
 EJ1124* NAVD 88 ORTHO HEIGHT -   142.094 (meters)      466.19  (feet) ADJUSTED
 EJ1124  ______________________________________________________________________
 EJ1124  GEOID HEIGHT    -        -27.566 (meters)                     GEOID18
 EJ1124  DYNAMIC HEIGHT  -        141.950 (meters)      465.71  (feet) COMP
 EJ1124  MODELED GRAVITY -    979,620.6   (mgal)                       NAVD 88
 EJ1124
 EJ1124  VERT ORDER      -  SECOND    CLASS 0
 EJ1124
 EJ1124.The horizontal coordinates were scaled from a map and have
 EJ1124.an estimated accuracy of +/- 6 seconds.
 EJ1124
 EJ1124.The orthometric height was determined by differential leveling and
 EJ1124.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1124.in June 1991.
 EJ1124
 EJ1124.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1124.GEOID18 height accuracy estimate available here.
 EJ1124
 EJ1124.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT618975(NAD 83)
 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
 EJ1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1124.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1124
 EJ1124_MARKER: DB = BENCH MARK DISK
 EJ1124_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ1124_STAMPING: C 137 1935
 EJ1124_MARK LOGO: CGS
 EJ1124_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1228 ***********************************************************************
 EJ1228  DESIGNATION -  C 138
 EJ1228  PID         -  EJ1228
 EJ1228  STATE/COUNTY-  AR/CLARK
 EJ1228  COUNTRY     -  US
 EJ1228  USGS QUAD   -  HOLLYWOOD (2017)
 EJ1228
 EJ1228                         *CURRENT SURVEY CONTROL
 EJ1228  ______________________________________________________________________
 EJ1228* NAD 83(1986) POSITION- 34 05 49.     (N) 093 08 00.     (W)   SCALED
 EJ1228* NAVD 88 ORTHO HEIGHT -    81.104 (meters)      266.09  (feet) ADJUSTED
 EJ1228  ______________________________________________________________________
 EJ1228  GEOID HEIGHT    -        -26.869 (meters)                     GEOID18
 EJ1228  DYNAMIC HEIGHT  -         81.023 (meters)      265.82  (feet) COMP
 EJ1228  MODELED GRAVITY -    979,631.6   (mgal)                       NAVD 88
 EJ1228
 EJ1228  VERT ORDER      -  SECOND    CLASS 0
 EJ1228
 EJ1228.The horizontal coordinates were scaled from a map and have
 EJ1228.an estimated accuracy of +/- 6 seconds.
 EJ1228
 EJ1228.The orthometric height was determined by differential leveling and
 EJ1228.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1228.in June 1991.
 EJ1228
 EJ1228.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1228.GEOID18 height accuracy estimate available here.
 EJ1228
 EJ1228.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT877729(NAD 83)
 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
 EJ1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1228.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1228
 EJ1228_MARKER: DB = BENCH MARK DISK
 EJ1228_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ1228_STAMPING: C 138 1935
 EJ1228_MARK LOGO: CGS
 EJ1228_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1228
 EJ1228  HISTORY     - Date     Condition        Report By
 EJ1228  HISTORY     - 1935     MONUMENTED       CGS
 EJ1228  HISTORY     - 1964     MARK NOT FOUND   CGS
 EJ1228  HISTORY     - 20110921 MARK NOT FOUND   ARHD
 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 COAST AND GEODETIC SURVEY 1964
 EJ1228'MARK NOT FOUND.
 EJ1228
 EJ1228                          STATION RECOVERY (2011)
 EJ1228
 EJ1228'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (AMC)
 EJ1228'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0725 ***********************************************************************
 EJ0725  DESIGNATION -  C 139
 EJ0725  PID         -  EJ0725
 EJ0725  STATE/COUNTY-  AR/HOT SPRING
 EJ0725  COUNTRY     -  US
 EJ0725  USGS QUAD   -  SOCIAL HILL (2017)
 EJ0725
 EJ0725                         *CURRENT SURVEY CONTROL
 EJ0725  ______________________________________________________________________
 EJ0725* NAD 83(1986) POSITION- 34 19 51.     (N) 092 57 49.     (W)   SCALED
 EJ0725* NAVD 88 ORTHO HEIGHT -    86.627 (meters)      284.21  (feet) ADJUSTED
 EJ0725  ______________________________________________________________________
 EJ0725  GEOID HEIGHT    -        -26.739 (meters)                     GEOID18
 EJ0725  DYNAMIC HEIGHT  -         86.542 (meters)      283.93  (feet) COMP
 EJ0725  MODELED GRAVITY -    979,658.4   (mgal)                       NAVD 88
 EJ0725
 EJ0725  VERT ORDER      -  SECOND    CLASS 0
 EJ0725
 EJ0725.The horizontal coordinates were scaled from a map and have
 EJ0725.an estimated accuracy of +/- 6 seconds.
 EJ0725
 EJ0725.The orthometric height was determined by differential leveling and
 EJ0725.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0725.in June 1991.
 EJ0725
 EJ0725.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0725.GEOID18 height accuracy estimate available here.
 EJ0725
 EJ0725.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT033988(NAD 83)
 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
 EJ0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0725.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0725
 EJ0725_MARKER: DB = BENCH MARK DISK
 EJ0725_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0725_STAMPING: C 139 1935
 EJ0725_MARK LOGO: CGS
 EJ0725_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0711 ***********************************************************************
 EJ0711  DESIGNATION -  C 140
 EJ0711  PID         -  EJ0711
 EJ0711  STATE/COUNTY-  AR/GARLAND
 EJ0711  COUNTRY     -  US
 EJ0711  USGS QUAD   -  LAKE CATHERINE (2017)
 EJ0711
 EJ0711                         *CURRENT SURVEY CONTROL
 EJ0711  ______________________________________________________________________
 EJ0711* NAD 83(1986) POSITION- 34 28 20.     (N) 092 59 45.     (W)   SCALED
 EJ0711* NAVD 88 ORTHO HEIGHT -   112.967 (meters)      370.63  (feet) ADJUSTED
 EJ0711  ______________________________________________________________________
 EJ0711  GEOID HEIGHT    -        -26.989 (meters)                     GEOID18
 EJ0711  DYNAMIC HEIGHT  -        112.858 (meters)      370.27  (feet) COMP
 EJ0711  MODELED GRAVITY -    979,667.4   (mgal)                       NAVD 88
 EJ0711
 EJ0711  VERT ORDER      -  SECOND    CLASS 0
 EJ0711
 EJ0711.The horizontal coordinates were scaled from a map and have
 EJ0711.an estimated accuracy of +/- 6 seconds.
 EJ0711
 EJ0711.The orthometric height was determined by differential leveling and
 EJ0711.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0711.in June 1991.
 EJ0711
 EJ0711.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0711.GEOID18 height accuracy estimate available here.
 EJ0711
 EJ0711.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU003145(NAD 83)
 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
 EJ0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0711.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0711
 EJ0711_MARKER: DB = BENCH MARK DISK
 EJ0711_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EJ0711_SP_SET: BUILDING
 EJ0711_STAMPING: C 140 1935
 EJ0711_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ2079 ***********************************************************************
 EJ2079  DESIGNATION -  C 140 RESET
 EJ2079  PID         -  EJ2079
 EJ2079  STATE/COUNTY-  AR/GARLAND
 EJ2079  COUNTRY     -  US
 EJ2079  USGS QUAD   -  LAKE CATHERINE (2017)
 EJ2079
 EJ2079                         *CURRENT SURVEY CONTROL
 EJ2079  ______________________________________________________________________
 EJ2079* NAD 83(1986) POSITION- 34 28 20.0    (N) 092 59 47.3    (W)   HD_HELD2
 EJ2079* NAVD 88 ORTHO HEIGHT -   110.25  (meters)      361.7   (feet) RESET
 EJ2079  ______________________________________________________________________
 EJ2079  GEOID HEIGHT    -        -26.991 (meters)                     GEOID18
 EJ2079  VERT ORDER      -  THIRD
 EJ2079
 EJ2079.The horizontal coordinates were established by autonomous hand held GPS
 EJ2079.observations and have an estimated accuracy of +/- 10 meters.
 EJ2079
 EJ2079.The orthometric height was computed from unverified reset data.
 EJ2079
 EJ2079.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ2079.GEOID18 height accuracy estimate available here.
 EJ2079
 EJ2079.Click photographs - Photos may exist for this station.
 EJ2079
 EJ2079;                    North         East    Units  Estimated Accuracy
 EJ2079;SPC AR S     -   600,707.      308,460.      MT  (+/- 10 meters HH2 GPS)
 EJ2079
 EJ2079_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU0032314517(NAD 83)
 EJ2079
 EJ2079                          SUPERSEDED SURVEY CONTROL
 EJ2079
 EJ2079.No superseded survey control is available for this station.
 EJ2079
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1490 ***********************************************************************
 FG1490  DESIGNATION -  C 141
 FG1490  PID         -  FG1490
 FG1490  STATE/COUNTY-  AR/JOHNSON
 FG1490  COUNTRY     -  US
 FG1490  USGS QUAD   -  HUNT (2017)
 FG1490
 FG1490                         *CURRENT SURVEY CONTROL
 FG1490  ______________________________________________________________________
 FG1490* NAD 83(1986) POSITION- 35 35 14.     (N) 093 41 04.     (W)   SCALED
 FG1490* NAVD 88 ORTHO HEIGHT -   543.313 (meters)     1782.52  (feet) ADJUSTED
 FG1490  ______________________________________________________________________
 FG1490  GEOID HEIGHT    -        -28.680 (meters)                     GEOID18
 FG1490  DYNAMIC HEIGHT  -        542.782 (meters)     1780.78  (feet) COMP
 FG1490  MODELED GRAVITY -    979,638.7   (mgal)                       NAVD 88
 FG1490
 FG1490  VERT ORDER      -  SECOND    CLASS 0
 FG1490
 FG1490.The horizontal coordinates were scaled from a map and have
 FG1490.an estimated accuracy of +/- 6 seconds.
 FG1490
 FG1490.The orthometric height was determined by differential leveling and
 FG1490.adjusted by the NATIONAL GEODETIC SURVEY
 FG1490.in June 1991.
 FG1490
 FG1490.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1490.GEOID18 height accuracy estimate available here.
 FG1490
 FG1490.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV379383(NAD 83)
 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
 FG1490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1490.See file dsdata.pdf to determine how the superseded data were derived.
 FG1490
 FG1490_MARKER: DB = BENCH MARK DISK
 FG1490_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG1490_STAMPING: C 141 1935
 FG1490_MARK LOGO: CGS
 FG1490_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG1490
 FG1490  HISTORY     - Date     Condition        Report By
 FG1490  HISTORY     - 1935     MONUMENTED       CGS
 FG1490  HISTORY     - 1959     MARK NOT FOUND   CGS
 FG1490
 FG1490                          STATION DESCRIPTION
 FG1490
 FG1490'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG1424 ***********************************************************************
 FG1424  DESIGNATION -  C 142
 FG1424  PID         -  FG1424
 FG1424  STATE/COUNTY-  AR/FRANKLIN
 FG1424  COUNTRY     -  US
 FG1424  USGS QUAD   -  BIDVILLE (2017)
 FG1424
 FG1424                         *CURRENT SURVEY CONTROL
 FG1424  ______________________________________________________________________
 FG1424* NAD 83(1986) POSITION- 35 40 11.6    (N) 093 54 26.2    (W)   HD_HELD2
 FG1424* NAVD 88 ORTHO HEIGHT -   421.418 (meters)     1382.60  (feet) ADJUSTED
 FG1424  ______________________________________________________________________
 FG1424  GEOID HEIGHT    -        -28.540 (meters)                     GEOID18
 FG1424  DYNAMIC HEIGHT  -        421.020 (meters)     1381.30  (feet) COMP
 FG1424  MODELED GRAVITY -    979,677.5   (mgal)                       NAVD 88
 FG1424
 FG1424  VERT ORDER      -  SECOND    CLASS 0
 FG1424
 FG1424.The horizontal coordinates were established by autonomous hand held GPS
 FG1424.observations and have an estimated accuracy of +/- 10 meters.
 FG1424
 FG1424.The orthometric height was determined by differential leveling and
 FG1424.adjusted by the NATIONAL GEODETIC SURVEY
 FG1424.in June 1991.
 FG1424
 FG1424.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1424.GEOID18 height accuracy estimate available here.
 FG1424
 FG1424.Click photographs - Photos may exist for this station.
 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     -   149,952.      227,341.      MT  (+/- 10 meters HH2 GPS)
 FG1424
 FG1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV1788847714(NAD 83)
 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
 FG1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1424.See file dsdata.pdf to determine how the superseded data were derived.
 FG1424
 FG1424_MARKER: DB = BENCH MARK DISK
 FG1424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1424_STAMPING: C 142 1935
 FG1424_MARK LOGO: CGS
 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             CGS
 FG1424
 FG1424                          STATION DESCRIPTION
 FG1424
 FG1424'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG1365 ***********************************************************************
 FG1365  DESIGNATION -  C 143
 FG1365  PID         -  FG1365
 FG1365  STATE/COUNTY-  AR/CRAWFORD
 FG1365  COUNTRY     -  US
 FG1365  USGS QUAD   -  BIDVILLE (2017)
 FG1365
 FG1365                         *CURRENT SURVEY CONTROL
 FG1365  ______________________________________________________________________
 FG1365* NAD 83(1986) POSITION- 35 44 23.     (N) 093 58 55.     (W)   SCALED
 FG1365* NAVD 88 ORTHO HEIGHT -   682.822 (meters)     2240.23  (feet) ADJUSTED
 FG1365  ______________________________________________________________________
 FG1365  GEOID HEIGHT    -        -28.261 (meters)                     GEOID18
 FG1365  DYNAMIC HEIGHT  -        682.151 (meters)     2238.02  (feet) COMP
 FG1365  MODELED GRAVITY -    979,627.4   (mgal)                       NAVD 88
 FG1365
 FG1365  VERT ORDER      -  SECOND    CLASS 0
 FG1365
 FG1365.The horizontal coordinates were scaled from a map and have
 FG1365.an estimated accuracy of +/- 6 seconds.
 FG1365
 FG1365.The orthometric height was determined by differential leveling and
 FG1365.adjusted by the NATIONAL GEODETIC SURVEY
 FG1365.in June 1991.
 FG1365
 FG1365.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1365.GEOID18 height accuracy estimate available here.
 FG1365
 FG1365.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV112555(NAD 83)
 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
 FG1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1365.See file dsdata.pdf to determine how the superseded data were derived.
 FG1365
 FG1365_MARKER: DB = BENCH MARK DISK
 FG1365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1365_STAMPING: C 143 1935
 FG1365_MARK LOGO: CGS
 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             CGS
 FG1365  HISTORY     - 1972     POOR             NGS
 FG1365
 FG1365                          STATION DESCRIPTION
 FG1365
 FG1365'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 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 = MARCH 20, 2026 22:17:28 EDT
 FH0076 ***********************************************************************
 FH0076  DESIGNATION -  C 144
 FH0076  PID         -  FH0076
 FH0076  STATE/COUNTY-  AR/WASHINGTON
 FH0076  COUNTRY     -  US
 FH0076  USGS QUAD   -  BRENTWOOD (2017)
 FH0076
 FH0076                         *CURRENT SURVEY CONTROL
 FH0076  ______________________________________________________________________
 FH0076* NAD 83(1986) POSITION- 35 49 47.4    (N) 094 03 14.1    (W)   HD_HELD2
 FH0076* NAVD 88 ORTHO HEIGHT -   657.668 (meters)     2157.70  (feet) ADJUSTED
 FH0076  ______________________________________________________________________
 FH0076  GEOID HEIGHT    -        -28.061 (meters)                     GEOID18
 FH0076  DYNAMIC HEIGHT  -        657.043 (meters)     2155.65  (feet) COMP
 FH0076  MODELED GRAVITY -    979,660.6   (mgal)                       NAVD 88
 FH0076
 FH0076  VERT ORDER      -  SECOND    CLASS 0
 FH0076
 FH0076.The horizontal coordinates were established by autonomous hand held GPS
 FH0076.observations and have an estimated accuracy of +/- 10 meters.
 FH0076
 FH0076.The orthometric height was determined by differential leveling and
 FH0076.adjusted by the NATIONAL GEODETIC SURVEY
 FH0076.in June 1991.
 FH0076
 FH0076.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0076.GEOID18 height accuracy estimate available here.
 FH0076
 FH0076.Click photographs - Photos may exist for this station.
 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     -   167,961.      214,438.      MT  (+/- 10 meters HH2 GPS)
 FH0076
 FH0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV0480765587(NAD 83)
 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
 FH0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0076.See file dsdata.pdf to determine how the superseded data were derived.
 FH0076
 FH0076_MARKER: DB = BENCH MARK DISK
 FH0076_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FH0076_STAMPING: C 144 1935
 FH0076_MARK LOGO: CGS
 FH0076_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0076_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH0076+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2010
 FH0076
 FH0076  HISTORY     - Date     Condition        Report By
 FH0076  HISTORY     - 1935     MONUMENTED       CGS
 FH0076  HISTORY     - 1960     GOOD             CGS
 FH0076  HISTORY     - 20100402 GOOD             INDIV
 FH0076
 FH0076                          STATION DESCRIPTION
 FH0076
 FH0076'DESCRIBED BY COAST AND 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.
 FH0076
 FH0076                          STATION RECOVERY (2010)
 FH0076
 FH0076'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (ESI)
 FH0076'FOUND IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1361 ***********************************************************************
 FG1361  DESIGNATION -  C 145
 FG1361  PID         -  FG1361
 FG1361  STATE/COUNTY-  AR/MADISON
 FG1361  COUNTRY     -  US
 FG1361  USGS QUAD   -  WEATHERS (2017)
 FG1361
 FG1361                         *CURRENT SURVEY CONTROL
 FG1361  ______________________________________________________________________
 FG1361* NAD 83(1986) POSITION- 35 58 43.     (N) 093 32 02.     (W)   SCALED
 FG1361* NAVD 88 ORTHO HEIGHT -   455.631 (meters)     1494.85  (feet) ADJUSTED
 FG1361  ______________________________________________________________________
 FG1361  GEOID HEIGHT    -        -27.903 (meters)                     GEOID18
 FG1361  DYNAMIC HEIGHT  -        455.204 (meters)     1493.45  (feet) COMP
 FG1361  MODELED GRAVITY -    979,681.8   (mgal)                       NAVD 88
 FG1361
 FG1361  VERT ORDER      -  SECOND    CLASS 0
 FG1361
 FG1361.The horizontal coordinates were scaled from a map and have
 FG1361.an estimated accuracy of +/- 6 seconds.
 FG1361
 FG1361.The orthometric height was determined by differential leveling and
 FG1361.adjusted by the NATIONAL GEODETIC SURVEY
 FG1361.in June 1991.
 FG1361
 FG1361.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1361.GEOID18 height accuracy estimate available here.
 FG1361
 FG1361.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV518817(NAD 83)
 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
 FG1361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1361.See file dsdata.pdf to determine how the superseded data were derived.
 FG1361
 FG1361_MARKER: DB = BENCH MARK DISK
 FG1361_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG1361_STAMPING: C 145 1935
 FG1361_MARK LOGO: CGS
 FG1361_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0716 ***********************************************************************
 FG0716  DESIGNATION -  C 146
 FG0716  PID         -  FG0716
 FG0716  STATE/COUNTY-  AR/NEWTON
 FG0716  COUNTRY     -  US
 FG0716  USGS QUAD   -  EULA (2017)
 FG0716
 FG0716                         *CURRENT SURVEY CONTROL
 FG0716  ______________________________________________________________________
 FG0716* NAD 83(1986) POSITION- 35 57 14.14   (N) 092 59 11.24   (W)   HD_HELD1
 FG0716* NAVD 88 ORTHO HEIGHT -   341.690 (meters)     1121.03  (feet) ADJUSTED
 FG0716  ______________________________________________________________________
 FG0716  GEOID HEIGHT    -        -28.269 (meters)                     GEOID18
 FG0716  DYNAMIC HEIGHT  -        341.378 (meters)     1120.00  (feet) COMP
 FG0716  MODELED GRAVITY -    979,707.6   (mgal)                       NAVD 88
 FG0716
 FG0716  VERT ORDER      -  SECOND    CLASS 0
 FG0716
 FG0716.The horizontal coordinates were determined by differentially corrected
 FG0716.hand held GPS observations or other comparable positioning techniques
 FG0716.and have an estimated accuracy of +/- 3 meters.
 FG0716
 FG0716.The orthometric height was determined by differential leveling and
 FG0716.adjusted by the NATIONAL GEODETIC SURVEY
 FG0716.in June 1991.
 FG0716
 FG0716.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0716.GEOID18 height accuracy estimate available here.
 FG0716
 FG0716.Click photographs - Photos may exist for this station.
 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     -   180,239.5     311,011.2     MT  (+/- 3 meters HH1 GPS) 
 FG0716
 FG0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV0122178838(NAD 83)
 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
 FG0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0716.See file dsdata.pdf to determine how the superseded data were derived.
 FG0716
 FG0716_MARKER: DB = BENCH MARK DISK
 FG0716_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0716_STAMPING: C 146 1935
 FG0716_MARK LOGO: CGS
 FG0716_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0506 ***********************************************************************
 FG0506  DESIGNATION -  C 147
 FG0506  PID         -  FG0506
 FG0506  STATE/COUNTY-  AR/NEWTON
 FG0506  COUNTRY     -  US
 FG0506  USGS QUAD   -  LURTON (2017)
 FG0506
 FG0506                         *CURRENT SURVEY CONTROL
 FG0506  ______________________________________________________________________
 FG0506* NAD 83(1986) POSITION- 35 45 10.     (N) 093 01 12.     (W)   SCALED
 FG0506* NAVD 88 ORTHO HEIGHT -   445.238 (meters)     1460.75  (feet) ADJUSTED
 FG0506  ______________________________________________________________________
 FG0506  GEOID HEIGHT    -        -28.082 (meters)                     GEOID18
 FG0506  DYNAMIC HEIGHT  -        444.807 (meters)     1459.34  (feet) COMP
 FG0506  MODELED GRAVITY -    979,651.8   (mgal)                       NAVD 88
 FG0506
 FG0506  VERT ORDER      -  SECOND    CLASS 0
 FG0506
 FG0506.The horizontal coordinates were scaled from a map and have
 FG0506.an estimated accuracy of +/- 6 seconds.
 FG0506
 FG0506.The orthometric height was determined by differential leveling and
 FG0506.adjusted by the NATIONAL GEODETIC SURVEY
 FG0506.in June 1991.
 FG0506
 FG0506.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0506.GEOID18 height accuracy estimate available here.
 FG0506
 FG0506.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV981565(NAD 83)
 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
 FG0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0506.See file dsdata.pdf to determine how the superseded data were derived.
 FG0506
 FG0506_MARKER: DB = BENCH MARK DISK
 FG0506_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0506_STAMPING: C 147 1935
 FG0506_MARK LOGO: CGS
 FG0506_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0659 ***********************************************************************
 FG0659  DESIGNATION -  C 148
 FG0659  PID         -  FG0659
 FG0659  STATE/COUNTY-  AR/POPE
 FG0659  COUNTRY     -  US
 FG0659  USGS QUAD   -  TILLY (2017)
 FG0659
 FG0659                         *CURRENT SURVEY CONTROL
 FG0659  ______________________________________________________________________
 FG0659* NAD 83(1986) POSITION- 35 39 42.89   (N) 092 52 15.29   (W)   HD_HELD1
 FG0659* NAVD 88 ORTHO HEIGHT -   555.274 (meters)     1821.76  (feet) ADJUSTED
 FG0659  ______________________________________________________________________
 FG0659  GEOID HEIGHT    -        -28.079 (meters)                     GEOID18
 FG0659  DYNAMIC HEIGHT  -        554.735 (meters)     1819.99  (feet) COMP
 FG0659  MODELED GRAVITY -    979,644.5   (mgal)                       NAVD 88
 FG0659
 FG0659  VERT ORDER      -  SECOND    CLASS 0
 FG0659
 FG0659.The horizontal coordinates were determined by differentially corrected
 FG0659.hand held GPS observations or other comparable positioning techniques
 FG0659.and have an estimated accuracy of +/- 3 meters.
 FG0659
 FG0659.The orthometric height was determined by differential leveling and
 FG0659.adjusted by the NATIONAL GEODETIC SURVEY
 FG0659.in June 1991.
 FG0659
 FG0659.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0659.GEOID18 height accuracy estimate available here.
 FG0659
 FG0659.Click photographs - Photos may exist for this station.
 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     -   147,743.7     321,147.4     MT  (+/- 3 meters HH1 GPS) 
 FG0659
 FG0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV1168346458(NAD 83)
 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
 FG0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0659.See file dsdata.pdf to determine how the superseded data were derived.
 FG0659
 FG0659_MARKER: DB = BENCH MARK DISK
 FG0659_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0659_STAMPING: C 148 1935
 FG0659_MARK LOGO: CGS
 FG0659_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0648 ***********************************************************************
 FG0648  DESIGNATION -  C 149
 FG0648  PID         -  FG0648
 FG0648  STATE/COUNTY-  AR/SEARCY
 FG0648  COUNTRY     -  US
 FG0648  USGS QUAD   -  WITTS SPRINGS (2017)
 FG0648
 FG0648                         *CURRENT SURVEY CONTROL
 FG0648  ______________________________________________________________________
 FG0648* NAD 83(1986) POSITION- 35 50 16.63   (N) 092 51 31.37   (W)   HD_HELD1
 FG0648* NAVD 88 ORTHO HEIGHT -   575.619 (meters)     1888.51  (feet) ADJUSTED
 FG0648  ______________________________________________________________________
 FG0648  GEOID HEIGHT    -        -28.047 (meters)                     GEOID18
 FG0648  DYNAMIC HEIGHT  -        575.077 (meters)     1886.73  (feet) COMP
 FG0648  MODELED GRAVITY -    979,672.6   (mgal)                       NAVD 88
 FG0648
 FG0648  VERT ORDER      -  SECOND    CLASS 0
 FG0648
 FG0648.The horizontal coordinates were determined by differentially corrected
 FG0648.hand held GPS observations or other comparable positioning techniques
 FG0648.and have an estimated accuracy of +/- 3 meters.
 FG0648
 FG0648.The orthometric height was determined by differential leveling and
 FG0648.adjusted by the NATIONAL GEODETIC SURVEY
 FG0648.in June 1991.
 FG0648
 FG0648.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0648.GEOID18 height accuracy estimate available here.
 FG0648
 FG0648.Click photographs - Photos may exist for this station.
 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     -   167,264.4     322,422.3     MT  (+/- 3 meters HH1 GPS) 
 FG0648
 FG0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV1275965984(NAD 83)
 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
 FG0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0648.See file dsdata.pdf to determine how the superseded data were derived.
 FG0648
 FG0648_MARKER: DB = BENCH MARK DISK
 FG0648_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0648_STAMPING: C 149 1935
 FG0648_MARK LOGO: CGS
 FG0648_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH0875 ***********************************************************************
 EH0875  DESIGNATION -  C 15
 EH0875  PID         -  EH0875
 EH0875  STATE/COUNTY-  AR/LEE
 EH0875  COUNTRY     -  US
 EH0875  USGS QUAD   -  RONDO (2017)
 EH0875
 EH0875                         *CURRENT SURVEY CONTROL
 EH0875  ______________________________________________________________________
 EH0875* NAD 83(2011) POSITION- 34 39 34.02450(N) 090 49 21.61326(W)   ADJUSTED
 EH0875* NAD 83(2011) ELLIP HT-    38.961 (meters)        (04/01/24)   ADJUSTED
 EH0875* NAD 83(2011) EPOCH   -  2010.00
 EH0875* NAVD 88 ORTHO HEIGHT -    65.848 (meters)      216.04  (feet) ADJUSTED
 EH0875  ______________________________________________________________________
 EH0875  GEOID HEIGHT    -        -26.879 (meters)                     GEOID18
 EH0875  NAD 83(2011) X  -    -75,407.754 (meters)                     COMP
 EH0875  NAD 83(2011) Y  - -5,251,494.914 (meters)                     COMP
 EH0875  NAD 83(2011) Z  -  3,606,877.603 (meters)                     COMP
 EH0875  LAPLACE CORR    -         -0.93  (seconds)                    DEFLEC18
 EH0875  DYNAMIC HEIGHT  -         65.786 (meters)      215.83  (feet) COMP
 EH0875  MODELED GRAVITY -    979,689.9   (mgal)                       NAVD 88
 EH0875
 EH0875  VERT ORDER      -  FIRST     CLASS II
 EH0875
 EH0875  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 EH0875  Standards:
 EH0875         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 EH0875            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 EH0875  -------------------------------------------------------------------
 EH0875  NETWORK    0.73   1.16           0.29   0.31   0.59     -0.11104604
 EH0875  -------------------------------------------------------------------
 EH0875  Click here for local accuracies and other accuracy information.
 EH0875
 EH0875.The horizontal coordinates were established by GPS observations
 EH0875.and adjusted by the ARKANSAS DEPT OF TRANS in April 2024.
 EH0875
 EH0875.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 EH0875.been affixed to the stable North American tectonic plate. See 
 EH0875.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 EH0875
 EH0875.The horizontal coordinates are valid at the epoch date displayed above
 EH0875.which is a decimal equivalence of Year/Month/Day.
 EH0875
 EH0875.The orthometric height was determined by differential leveling and
 EH0875.adjusted by the NATIONAL GEODETIC SURVEY
 EH0875.in June 1991.
 EH0875
 EH0875.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0875.GEOID18 height accuracy estimate available here.
 EH0875
 EH0875.Click photographs - Photos may exist for this station.
 EH0875
 EH0875.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH0875
 EH0875.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH0875
 EH0875.The ellipsoidal height was determined by GPS observations
 EH0875.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 EH0875
 EH0875;                    North         East     Units Scale Factor Converg.
 EH0875;SPC AR S     -   621,650.598   507,914.877   MT  0.99997785   +0 39 32.2
 EH0875;SPC AR S     - 2,039,532.00  1,666,384.06   sFT  0.99997785   +0 39 32.2
 EH0875;UTM  15      - 3,837,435.150   699,521.681   MT  1.00009069   +1 14 19.1
 EH0875
 EH0875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH0875!SPC AR S     -   0.99999388  x   0.99997785  =   0.99997173
 EH0875!UTM  15      -   0.99999388  x   1.00009069  =   1.00008457
 EH0875
 EH0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU9952137435(NAD 83)
 EH0875
 EH0875                          SUPERSEDED SURVEY CONTROL
 EH0875
 EH0875  NAD 83(1997)-  34 39 34.02557(N)    090 49 21.61424(W) AD(       ) 2
 EH0875  NAD 83(1995)-  34 39 34.02871(N)    090 49 21.61325(W) AD(       ) 2
 EH0875  NAD 83(1993)-  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              65.86   (m)          216.1    (f) LEVELING    3  
 EH0875  NGVD 29 (11/26/84)   65.860  (m)          216.08   (f) ADJUSTED    1 2
 EH0875
 EH0875.Superseded values are not recommended for survey control.
 EH0875
 EH0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0875.See file dsdata.pdf to determine how the superseded data were derived.
 EH0875
 EH0875_MARKER: DB = BENCH MARK DISK
 EH0875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0875_STAMPING: 216.026 C 15 1932
 EH0875_MARK LOGO: CGS
 EH0875_PROJECTION: FLUSH
 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 - June 20, 2022
 EH0875
 EH0875  HISTORY     - Date     Condition        Report By
 EH0875  HISTORY     - 1932     MONUMENTED       CGS
 EH0875  HISTORY     - 1956     GOOD             CGS
 EH0875  HISTORY     - 20030408 GOOD             USACE
 EH0875  HISTORY     - 20220620 GOOD             ARHD
 EH0875
 EH0875                          STATION DESCRIPTION
 EH0875
 EH0875'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 EH0875'SEE STATION RONDO.
 EH0875
 EH0875                          STATION RECOVERY (1956)
 EH0875
 EH0875'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 EH0875'IN 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.
 EH0875
 EH0875                          STATION RECOVERY (2022)
 EH0875
 EH0875'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2022 (JDH)
 EH0875'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0643 ***********************************************************************
 FG0643  DESIGNATION -  C 150
 FG0643  PID         -  FG0643
 FG0643  STATE/COUNTY-  AR/VAN BUREN
 FG0643  COUNTRY     -  US
 FG0643  USGS QUAD   -  BOTKINBURG (2017)
 FG0643
 FG0643                         *CURRENT SURVEY CONTROL
 FG0643  ______________________________________________________________________
 FG0643* NAD 83(1986) POSITION- 35 44 53.     (N) 092 34 57.     (W)   SCALED
 FG0643* NAVD 88 ORTHO HEIGHT -   351.939 (meters)     1154.65  (feet) ADJUSTED
 FG0643  ______________________________________________________________________
 FG0643  GEOID HEIGHT    -        -27.911 (meters)                     GEOID18
 FG0643  DYNAMIC HEIGHT  -        351.608 (meters)     1153.57  (feet) COMP
 FG0643  MODELED GRAVITY -    979,681.3   (mgal)                       NAVD 88
 FG0643
 FG0643  VERT ORDER      -  SECOND    CLASS 0
 FG0643
 FG0643.The horizontal coordinates were scaled from a map and have
 FG0643.an estimated accuracy of +/- 6 seconds.
 FG0643
 FG0643.The orthometric height was determined by differential leveling and
 FG0643.adjusted by the NATIONAL GEODETIC SURVEY
 FG0643.in June 1991.
 FG0643
 FG0643.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0643.GEOID18 height accuracy estimate available here.
 FG0643
 FG0643.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV377560(NAD 83)
 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
 FG0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0643.See file dsdata.pdf to determine how the superseded data were derived.
 FG0643
 FG0643_MARKER: DB = BENCH MARK DISK
 FG0643_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0643_STAMPING: C 150 1935
 FG0643_MARK LOGO: CGS
 FG0643_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1219 ***********************************************************************
 EJ1219  DESIGNATION -  C 151
 EJ1219  PID         -  EJ1219
 EJ1219  STATE/COUNTY-  AR/CLARK
 EJ1219  COUNTRY     -  US
 EJ1219  USGS QUAD   -  OKOLONA NORTH (2017)
 EJ1219
 EJ1219                         *CURRENT SURVEY CONTROL
 EJ1219  ______________________________________________________________________
 EJ1219* NAD 83(1986) POSITION- 34 00 12.30   (N) 093 20 02.91   (W)   HD_HELD1
 EJ1219* NAVD 88 ORTHO HEIGHT -   132.989 (meters)      436.31  (feet) ADJUSTED
 EJ1219  ______________________________________________________________________
 EJ1219  GEOID HEIGHT    -        -26.965 (meters)                     GEOID18
 EJ1219  DYNAMIC HEIGHT  -        132.855 (meters)      435.88  (feet) COMP
 EJ1219  MODELED GRAVITY -    979,622.1   (mgal)                       NAVD 88
 EJ1219
 EJ1219  VERT ORDER      -  SECOND    CLASS 0
 EJ1219
 EJ1219.The horizontal coordinates were determined by differentially corrected
 EJ1219.hand held GPS observations or other comparable positioning techniques
 EJ1219.and have an estimated accuracy of +/- 3 meters.
 EJ1219
 EJ1219.The orthometric height was determined by differential leveling and
 EJ1219.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1219.in June 1991.
 EJ1219
 EJ1219.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1219.GEOID18 height accuracy estimate available here.
 EJ1219
 EJ1219.Click photographs - Photos may exist for this station.
 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     -   549,064.8     276,764.1     MT  (+/- 3 meters HH1 GPS) 
 EJ1219
 EJ1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT6914362585(NAD 83)
 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
 EJ1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1219.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1219
 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_MARK LOGO: CGS
 EJ1219_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1219
 EJ1219  HISTORY     - Date     Condition        Report By
 EJ1219  HISTORY     - 1935     MONUMENTED       CGS
 EJ1219  HISTORY     - 1964     GOOD             CGS
 EJ1219  HISTORY     - 20160120 MARK NOT FOUND   ARHD
 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 COAST AND GEODETIC SURVEY 1964
 EJ1219'RECOVERED IN GOOD CONDITION.
 EJ1219
 EJ1219                          STATION RECOVERY (2016)
 EJ1219
 EJ1219'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (BAB)
 EJ1219'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0743 ***********************************************************************
 EJ0743  DESIGNATION -  C 152
 EJ0743  PID         -  EJ0743
 EJ0743  STATE/COUNTY-  AR/HOT SPRING
 EJ0743  COUNTRY     -  US
 EJ0743  USGS QUAD   -  DONALDSON (2017)
 EJ0743
 EJ0743                         *CURRENT SURVEY CONTROL
 EJ0743  ______________________________________________________________________
 EJ0743* NAD 83(1986) POSITION- 34 14 14.66   (N) 092 58 09.00   (W)   HD_HELD1
 EJ0743* NAVD 88 ORTHO HEIGHT -    70.127 (meters)      230.08  (feet) ADJUSTED
 EJ0743  ______________________________________________________________________
 EJ0743  GEOID HEIGHT    -        -26.716 (meters)                     GEOID18
 EJ0743  DYNAMIC HEIGHT  -         70.059 (meters)      229.85  (feet) COMP
 EJ0743  MODELED GRAVITY -    979,653.9   (mgal)                       NAVD 88
 EJ0743
 EJ0743  VERT ORDER      -  SECOND    CLASS 0
 EJ0743
 EJ0743.The horizontal coordinates were determined by differentially corrected
 EJ0743.hand held GPS observations or other comparable positioning techniques
 EJ0743.and have an estimated accuracy of +/- 3 meters.
 EJ0743
 EJ0743.The orthometric height was determined by differential leveling and
 EJ0743.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0743.in June 1991.
 EJ0743
 EJ0743.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0743.GEOID18 height accuracy estimate available here.
 EJ0743
 EJ0743.Click photographs - Photos may exist for this station.
 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     -   574,637.4     310,721.7     MT  (+/- 3 meters HH1 GPS) 
 EJ0743
 EJ0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT0283988479(NAD 83)
 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
 EJ0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0743.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0743
 EJ0743_MARKER: DB = BENCH MARK DISK
 EJ0743_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0743_STAMPING: C 152 1935
 EJ0743_MARK LOGO: CGS
 EJ0743_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0458 ***********************************************************************
 GF0458  DESIGNATION -  C 156
 GF0458  PID         -  GF0458
 GF0458  STATE/COUNTY-  AR/MADISON
 GF0458  COUNTRY     -  US
 GF0458  USGS QUAD   -  OSAGE SW (2017)
 GF0458
 GF0458                         *CURRENT SURVEY CONTROL
 GF0458  ______________________________________________________________________
 GF0458* NAD 83(1986) POSITION- 36 03 35.     (N) 093 28 41.     (W)   SCALED
 GF0458* NAVD 88 ORTHO HEIGHT -   604.630 (meters)     1983.69  (feet) ADJUSTED
 GF0458  ______________________________________________________________________
 GF0458  GEOID HEIGHT    -        -27.934 (meters)                     GEOID18
 GF0458  DYNAMIC HEIGHT  -        604.075 (meters)     1981.87  (feet) COMP
 GF0458  MODELED GRAVITY -    979,695.1   (mgal)                       NAVD 88
 GF0458
 GF0458  VERT ORDER      -  SECOND    CLASS 0
 GF0458
 GF0458.The horizontal coordinates were scaled from a map and have
 GF0458.an estimated accuracy of +/- 6 seconds.
 GF0458
 GF0458.The orthometric height was determined by differential leveling and
 GF0458.adjusted by the NATIONAL GEODETIC SURVEY
 GF0458.in June 1991.
 GF0458
 GF0458.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0458.GEOID18 height accuracy estimate available here.
 GF0458
 GF0458.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV569906(NAD 83)
 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
 GF0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0458.See file dsdata.pdf to determine how the superseded data were derived.
 GF0458
 GF0458_MARKER: DB = BENCH MARK DISK
 GF0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0458_STAMPING: C 156 1935
 GF0458_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0535 ***********************************************************************
 GF0535  DESIGNATION -  C 157
 GF0535  PID         -  GF0535
 GF0535  STATE/COUNTY-  AR/CARROLL
 GF0535  COUNTRY     -  US
 GF0535  USGS QUAD   -  EUREKA SPRINGS (2017)
 GF0535
 GF0535                         *CURRENT SURVEY CONTROL
 GF0535  ______________________________________________________________________
 GF0535* NAD 83(1986) POSITION- 36 23 59.92   (N) 093 39 45.88   (W)   HD_HELD1
 GF0535* NAVD 88 ORTHO HEIGHT -   370.126 (meters)     1214.32  (feet) ADJUSTED
 GF0535  ______________________________________________________________________
 GF0535  GEOID HEIGHT    -        -28.282 (meters)                     GEOID18
 GF0535  DYNAMIC HEIGHT  -        369.800 (meters)     1213.25  (feet) COMP
 GF0535  MODELED GRAVITY -    979,739.7   (mgal)                       NAVD 88
 GF0535
 GF0535  VERT ORDER      -  SECOND    CLASS 0
 GF0535
 GF0535.The horizontal coordinates were determined by differentially corrected
 GF0535.hand held GPS observations or other comparable positioning techniques
 GF0535.and have an estimated accuracy of +/- 3 meters.
 GF0535
 GF0535.The orthometric height was determined by differential leveling and
 GF0535.adjusted by the NATIONAL GEODETIC SURVEY
 GF0535.in June 1991.
 GF0535
 GF0535.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0535.GEOID18 height accuracy estimate available here.
 GF0535
 GF0535.Click photographs - Photos may exist for this station.
 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     -   230,547.4     250,843.1     MT  (+/- 3 meters HH1 GPS) 
 GF0535
 GF0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA4057128517(NAD 83)
 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
 GF0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0535.See file dsdata.pdf to determine how the superseded data were derived.
 GF0535
 GF0535_MARKER: DB = BENCH MARK DISK
 GF0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0535_STAMPING: C 157 1935
 GF0535_MARK LOGO: CGS
 GF0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0535+STABILITY: SURFACE MOTION
 GF0535_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GF0535+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2014
 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  HISTORY     - 20090129 GOOD             JCLS
 GF0535  HISTORY     - 20100318 GOOD             MAPTEC
 GF0535  HISTORY     - 20140408 GOOD             ARHD
 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.
 GF0535
 GF0535                          STATION RECOVERY (2009)
 GF0535
 GF0535'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2009
 GF0535'RECOVERED IN GOOD CONDITION.
 GF0535
 GF0535                          STATION RECOVERY (2010)
 GF0535
 GF0535'RECOVERY NOTE BY MAPTECH INCORPORATED 2010 (JML)
 GF0535'RECOVERED IN GOOD CONDITION.
 GF0535
 GF0535                          STATION RECOVERY (2014)
 GF0535
 GF0535'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (JDH)
 GF0535'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1036 ***********************************************************************
 EJ1036  DESIGNATION -  C 159
 EJ1036  PID         -  EJ1036
 EJ1036  STATE/COUNTY-  AR/MONTGOMERY
 EJ1036  COUNTRY     -  US
 EJ1036  USGS QUAD   -  MCGRAW MOUNTAIN (2017)
 EJ1036
 EJ1036                         *CURRENT SURVEY CONTROL
 EJ1036  ______________________________________________________________________
 EJ1036* NAD 83(1986) POSITION- 34 36 40.     (N) 093 26 29.     (W)   SCALED
 EJ1036* NAVD 88 ORTHO HEIGHT -   195.037 (meters)      639.88  (feet) ADJUSTED
 EJ1036  ______________________________________________________________________
 EJ1036  GEOID HEIGHT    -        -28.364 (meters)                     GEOID18
 EJ1036  DYNAMIC HEIGHT  -        194.841 (meters)      639.24  (feet) COMP
 EJ1036  MODELED GRAVITY -    979,629.1   (mgal)                       NAVD 88
 EJ1036
 EJ1036  VERT ORDER      -  SECOND    CLASS 0
 EJ1036
 EJ1036.The horizontal coordinates were scaled from a map and have
 EJ1036.an estimated accuracy of +/- 6 seconds.
 EJ1036
 EJ1036.The orthometric height was determined by differential leveling and
 EJ1036.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1036.in June 1991.
 EJ1036
 EJ1036.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1036.GEOID18 height accuracy estimate available here.
 EJ1036
 EJ1036.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU595300(NAD 83)
 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
 EJ1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1036.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1036
 EJ1036_MARKER: DB = BENCH MARK DISK
 EJ1036_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ1036_STAMPING: C 159 1935
 EJ1036_MARK LOGO: CGS
 EJ1036_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1036
 EJ1036  HISTORY     - Date     Condition        Report By
 EJ1036  HISTORY     - 1935     MONUMENTED       CGS
 EJ1036  HISTORY     - 1961     MARK NOT FOUND   CGS
 EJ1036
 EJ1036                          STATION DESCRIPTION
 EJ1036
 EJ1036'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0835 ***********************************************************************
 EJ0835  DESIGNATION -  C 161
 EJ0835  PID         -  EJ0835
 EJ0835  STATE/COUNTY-  AR/PERRY
 EJ0835  COUNTRY     -  US
 EJ0835  USGS QUAD   -  PARON SW (2017)
 EJ0835
 EJ0835                         *CURRENT SURVEY CONTROL
 EJ0835  ______________________________________________________________________
 EJ0835* NAD 83(1986) POSITION- 34 51 41.     (N) 092 54 25.     (W)   SCALED
 EJ0835* NAVD 88 ORTHO HEIGHT -   434.202 (meters)     1424.54  (feet) ADJUSTED
 EJ0835  ______________________________________________________________________
 EJ0835  GEOID HEIGHT    -        -27.970 (meters)                     GEOID18
 EJ0835  DYNAMIC HEIGHT  -        433.772 (meters)     1423.13  (feet) COMP
 EJ0835  MODELED GRAVITY -    979,630.3   (mgal)                       NAVD 88
 EJ0835
 EJ0835  VERT ORDER      -  SECOND    CLASS 0
 EJ0835
 EJ0835.The horizontal coordinates were scaled from a map and have
 EJ0835.an estimated accuracy of +/- 6 seconds.
 EJ0835
 EJ0835.The orthometric height was determined by differential leveling and
 EJ0835.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0835.in June 1991.
 EJ0835
 EJ0835.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0835.GEOID18 height accuracy estimate available here.
 EJ0835
 EJ0835.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU085576(NAD 83)
 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
 EJ0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0835.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0835
 EJ0835_MARKER: DB = BENCH MARK DISK
 EJ0835_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0835_STAMPING: C 161 1935
 EJ0835_MARK LOGO: CGS
 EJ0835_PROJECTION: PROJECTING 15 CENTIMETERS
 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             USACE
 EJ0835  HISTORY     - 20240302 GOOD             INDIV
 EJ0835
 EJ0835                          STATION DESCRIPTION
 EJ0835
 EJ0835'DESCRIBED BY US ARMY CORPS OF 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.
 EJ0835
 EJ0835                          STATION RECOVERY (2024)
 EJ0835
 EJ0835'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2024 (KPW)
 EJ0835'FOUND AS DESCRIBED.  NOTE: THE TOP TWO INCHES OF THE CONCRETE MONUMENT
 EJ0835'ARE SUBSTANTIALLY ERODED DUE TO SURFACE WEAR.  MONUMENT IS LOCATED
 EJ0835'NEAR A PRIMITIVE CAMPSITE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0075 ***********************************************************************
 FG0075  DESIGNATION -  C 164
 FG0075  PID         -  FG0075
 FG0075  STATE/COUNTY-  AR/VAN BUREN
 FG0075  COUNTRY     -  US
 FG0075  USGS QUAD   -  OLD LEXINGTON (2017)
 FG0075
 FG0075                         *CURRENT SURVEY CONTROL
 FG0075  ______________________________________________________________________
 FG0075* NAD 83(1986) POSITION- 35 39 27.     (N) 092 25 06.     (W)   SCALED
 FG0075* NAVD 88 ORTHO HEIGHT -   362.751 (meters)     1190.13  (feet) ADJUSTED
 FG0075  ______________________________________________________________________
 FG0075  GEOID HEIGHT    -        -27.819 (meters)                     GEOID18
 FG0075  DYNAMIC HEIGHT  -        362.416 (meters)     1189.03  (feet) COMP
 FG0075  MODELED GRAVITY -    979,699.5   (mgal)                       NAVD 88
 FG0075
 FG0075  VERT ORDER      -  SECOND    CLASS 0
 FG0075
 FG0075.The horizontal coordinates were scaled from a map and have
 FG0075.an estimated accuracy of +/- 6 seconds.
 FG0075
 FG0075.The orthometric height was determined by differential leveling and
 FG0075.adjusted by the NATIONAL GEODETIC SURVEY
 FG0075.in June 1991.
 FG0075
 FG0075.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0075.GEOID18 height accuracy estimate available here.
 FG0075
 FG0075.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV526461(NAD 83)
 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
 FG0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0075.See file dsdata.pdf to determine how the superseded data were derived.
 FG0075
 FG0075_MARKER: DB = BENCH MARK DISK
 FG0075_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0075_STAMPING: C 164 1935
 FG0075_MARK LOGO: CGS
 FG0075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1404 ***********************************************************************
 FF1404  DESIGNATION -  C 165
 FF1404  PID         -  FF1404
 FF1404  STATE/COUNTY-  AR/PRAIRIE
 FF1404  COUNTRY     -  US
 FF1404  USGS QUAD   -  JASMINE (2017)
 FF1404
 FF1404                         *CURRENT SURVEY CONTROL
 FF1404  ______________________________________________________________________
 FF1404* NAD 83(1986) POSITION- 35 01 25.     (N) 091 32 41.     (W)   SCALED
 FF1404* NAVD 88 ORTHO HEIGHT -    57.880 (meters)      189.89  (feet) ADJUSTED
 FF1404  ______________________________________________________________________
 FF1404  GEOID HEIGHT    -        -27.252 (meters)                     GEOID18
 FF1404  DYNAMIC HEIGHT  -         57.827 (meters)      189.72  (feet) COMP
 FF1404  MODELED GRAVITY -    979,712.9   (mgal)                       NAVD 88
 FF1404
 FF1404  VERT ORDER      -  FIRST     CLASS II
 FF1404
 FF1404.The horizontal coordinates were scaled from a map and have
 FF1404.an estimated accuracy of +/- 6 seconds.
 FF1404
 FF1404.The orthometric height was determined by differential leveling and
 FF1404.adjusted by the NATIONAL GEODETIC SURVEY
 FF1404.in June 1991.
 FF1404
 FF1404.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1404.GEOID18 height accuracy estimate available here.
 FF1404
 FF1404.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU327766(NAD 83)
 FF1404
 FF1404                          SUPERSEDED SURVEY CONTROL
 FF1404
 FF1404  NGVD 29 (11/26/84)   57.868  (m)          189.86   (f) ADJUSTED    1 2
 FF1404
 FF1404.Superseded values are not recommended for survey control.
 FF1404
 FF1404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1404.See file dsdata.pdf to determine how the superseded data were derived.
 FF1404
 FF1404_MARKER: DB = BENCH MARK DISK
 FF1404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1404_STAMPING: C 165 1955
 FF1404_MARK LOGO: CGS
 FF1404_PROJECTION: PROJECTING 18 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0637 ***********************************************************************
 GE0637  DESIGNATION -  C 166
 GE0637  PID         -  GE0637
 GE0637  STATE/COUNTY-  AR/SHARP
 GE0637  COUNTRY     -  US
 GE0637  USGS QUAD   -  EVENING SHADE (2017)
 GE0637
 GE0637                         *CURRENT SURVEY CONTROL
 GE0637  ______________________________________________________________________
 GE0637* NAD 83(2011) POSITION- 36 05 26.74324(N) 091 36 45.28260(W)   ADJUSTED
 GE0637* NAD 83(2011) ELLIP HT-   123.204 (meters)        (06/02/24)   ADJUSTED
 GE0637* NAD 83(2011) EPOCH   -  2010.00
 GE0637* NAVD 88 ORTHO HEIGHT -   151.267 (meters)      496.28  (feet) ADJUSTED
 GE0637  ______________________________________________________________________
 GE0637  GEOID HEIGHT    -        -28.060 (meters)                     GEOID18
 GE0637  NAD 83(2011) X  -   -145,212.867 (meters)                     COMP
 GE0637  NAD 83(2011) Y  - -5,158,128.708 (meters)                     COMP
 GE0637  NAD 83(2011) Z  -  3,736,407.119 (meters)                     COMP
 GE0637  LAPLACE CORR    -         -1.50  (seconds)                    DEFLEC18
 GE0637  DYNAMIC HEIGHT  -        151.138 (meters)      495.86  (feet) COMP
 GE0637  MODELED GRAVITY -    979,777.7   (mgal)                       NAVD 88
 GE0637
 GE0637  VERT ORDER      -  SECOND    CLASS 0
 GE0637
 GE0637  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GE0637  Standards:
 GE0637         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GE0637            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GE0637  -------------------------------------------------------------------
 GE0637  NETWORK    0.51   1.31           0.21   0.21   0.67     -0.04365749
 GE0637  -------------------------------------------------------------------
 GE0637  Click here for local accuracies and other accuracy information.
 GE0637
 GE0637.The horizontal coordinates were established by GPS observations
 GE0637.and adjusted by the ARKANSAS DEPT OF TRANS in June 2024.
 GE0637
 GE0637.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GE0637.been affixed to the stable North American tectonic plate. See 
 GE0637.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GE0637
 GE0637.The horizontal coordinates are valid at the epoch date displayed above
 GE0637.which is a decimal equivalence of Year/Month/Day.
 GE0637
 GE0637.The orthometric height was determined by differential leveling and
 GE0637.adjusted by the NATIONAL GEODETIC SURVEY
 GE0637.in June 1991.
 GE0637
 GE0637.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0637.GEOID18 height accuracy estimate available here.
 GE0637
 GE0637.Click photographs - Photos may exist for this station.
 GE0637
 GE0637.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GE0637
 GE0637.The Laplace correction was computed from DEFLEC18 derived deflections.
 GE0637
 GE0637.The ellipsoidal height was determined by GPS observations
 GE0637.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 GE0637
 GE0637;                    North         East     Units Scale Factor Converg.
 GE0637;SPC AR N     -   195,044.845   434,890.316   MT  0.99997492   +0 13 31.6
 GE0637;SPC AR N     -   639,909.63  1,426,802.65   sFT  0.99997492   +0 13 31.6
 GE0637;UTM  15      - 3,994,906.307   624,905.329   MT  0.99979223   +0 49 02.6
 GE0637
 GE0637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0637!SPC AR N     -   0.99998066  x   0.99997492  =   0.99995558
 GE0637!UTM  15      -   0.99998066  x   0.99979223  =   0.99977290
 GE0637
 GE0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV2490594906(NAD 83)
 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
 GE0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0637.See file dsdata.pdf to determine how the superseded data were derived.
 GE0637
 GE0637_MARKER: DB = BENCH MARK DISK
 GE0637_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GE0637_SP_SET: HEADWALL
 GE0637_STAMPING: C 166 1955
 GE0637_MARK LOGO: CGS
 GE0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0637+STABILITY: SURFACE MOTION
 GE0637_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GE0637+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2024
 GE0637
 GE0637  HISTORY     - Date     Condition        Report By
 GE0637  HISTORY     - 1955     MONUMENTED       CGS
 GE0637  HISTORY     - 20240603 GOOD             ARHD
 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.
 GE0637
 GE0637                          STATION RECOVERY (2024)
 GE0637
 GE0637'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (JDH)
 GE0637'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GE0599 ***********************************************************************
 GE0599  DESIGNATION -  C 167
 GE0599  PID         -  GE0599
 GE0599  STATE/COUNTY-  AR/SHARP
 GE0599  COUNTRY     -  US
 GE0599  USGS QUAD   -  ASH FLAT (2017)
 GE0599
 GE0599                         *CURRENT SURVEY CONTROL
 GE0599  ______________________________________________________________________
 GE0599* NAD 83(1986) POSITION- 36 14 26.32   (N) 091 36 21.50   (W)   HD_HELD1
 GE0599* NAVD 88 ORTHO HEIGHT -   185.795 (meters)      609.56  (feet) ADJUSTED
 GE0599  ______________________________________________________________________
 GE0599  GEOID HEIGHT    -        -28.217 (meters)                     GEOID18
 GE0599  DYNAMIC HEIGHT  -        185.638 (meters)      609.05  (feet) COMP
 GE0599  MODELED GRAVITY -    979,785.5   (mgal)                       NAVD 88
 GE0599
 GE0599  VERT ORDER      -  SECOND    CLASS 0
 GE0599
 GE0599.The horizontal coordinates were determined by differentially corrected
 GE0599.hand held GPS observations or other comparable positioning techniques
 GE0599.and have an estimated accuracy of +/- 3 meters.
 GE0599
 GE0599.The orthometric height was determined by differential leveling and
 GE0599.adjusted by the NATIONAL GEODETIC SURVEY
 GE0599.in June 1991.
 GE0599
 GE0599.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0599.GEOID18 height accuracy estimate available here.
 GE0599
 GE0599.Click photographs - Photos may exist for this station.
 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     -   211,678.1     435,418.7     MT  (+/- 3 meters HH1 GPS) 
 GE0599
 GE0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA2526111540(NAD 83)
 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
 GE0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0599.See file dsdata.pdf to determine how the superseded data were derived.
 GE0599
 GE0599_MARKER: DB = BENCH MARK DISK
 GE0599_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GE0599_SP_SET: CULVERT HEADWALL
 GE0599_STAMPING: C 167 1955
 GE0599_MARK LOGO: CGS
 GE0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0599+STABILITY: SURFACE MOTION
 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 DEPARTMENT OF TRANSPORTATION 2003 (DFC)
 GE0599'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1150 ***********************************************************************
 EH1150  DESIGNATION -  C 168
 EH1150  PID         -  EH1150
 EH1150  STATE/COUNTY-  AR/MONROE
 EH1150  COUNTRY     -  US
 EH1150  USGS QUAD   -  BRINKLEY (2017)
 EH1150
 EH1150                         *CURRENT SURVEY CONTROL
 EH1150  ______________________________________________________________________
 EH1150* NAD 83(1986) POSITION- 34 53 32.     (N) 091 10 40.     (W)   SCALED
 EH1150* NAVD 88 ORTHO HEIGHT -    57.103 (meters)      187.35  (feet) ADJUSTED
 EH1150  ______________________________________________________________________
 EH1150  GEOID HEIGHT    -        -26.869 (meters)                     GEOID18
 EH1150  DYNAMIC HEIGHT  -         57.050 (meters)      187.17  (feet) COMP
 EH1150  MODELED GRAVITY -    979,717.9   (mgal)                       NAVD 88
 EH1150
 EH1150  VERT ORDER      -  FIRST     CLASS II
 EH1150
 EH1150.The horizontal coordinates were scaled from a map and have
 EH1150.an estimated accuracy of +/- 6 seconds.
 EH1150
 EH1150.The orthometric height was determined by differential leveling and
 EH1150.adjusted by the NATIONAL GEODETIC SURVEY
 EH1150.in June 1991.
 EH1150
 EH1150.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1150.GEOID18 height accuracy estimate available here.
 EH1150
 EH1150.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU665626(NAD 83)
 EH1150
 EH1150                          SUPERSEDED SURVEY CONTROL
 EH1150
 EH1150  NGVD 29 (11/26/84)   57.104  (m)          187.35   (f) ADJUSTED    1 2
 EH1150
 EH1150.Superseded values are not recommended for survey control.
 EH1150
 EH1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1150.See file dsdata.pdf to determine how the superseded data were derived.
 EH1150
 EH1150_MARKER: DB = BENCH MARK DISK
 EH1150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1150_STAMPING: C 168 1955
 EH1150_MARK LOGO: CGS
 EH1150_PROJECTION: PROJECTING 8 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1159 ***********************************************************************
 EH1159  DESIGNATION -  C 169
 EH1159  PID         -  EH1159
 EH1159  STATE/COUNTY-  AR/ST FRANCIS
 EH1159  COUNTRY     -  US
 EH1159  USGS QUAD   -  WHEATLEY (2017)
 EH1159
 EH1159                         *CURRENT SURVEY CONTROL
 EH1159  ______________________________________________________________________
 EH1159* NAD 83(1986) POSITION- 34 54 46.9    (N) 091 06 26.9    (W)   HD_HELD2
 EH1159* NAVD 88 ORTHO HEIGHT -    63.966 (meters)      209.86  (feet) ADJUSTED
 EH1159  ______________________________________________________________________
 EH1159  GEOID HEIGHT    -        -26.849 (meters)                     GEOID18
 EH1159  DYNAMIC HEIGHT  -         63.907 (meters)      209.67  (feet) COMP
 EH1159  MODELED GRAVITY -    979,720.6   (mgal)                       NAVD 88
 EH1159
 EH1159  VERT ORDER      -  FIRST     CLASS II
 EH1159
 EH1159.The horizontal coordinates were established by autonomous hand held GPS
 EH1159.observations and have an estimated accuracy of +/- 10 meters.
 EH1159
 EH1159.The orthometric height was determined by differential leveling and
 EH1159.adjusted by the NATIONAL GEODETIC SURVEY
 EH1159.in June 1991.
 EH1159
 EH1159.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1159.GEOID18 height accuracy estimate available here.
 EH1159
 EH1159.Click photographs - Photos may exist for this station.
 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     -    64,682.      481,563.      MT  (+/- 10 meters HH2 GPS)
 EH1159
 EH1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU7288965032(NAD 83)
 EH1159
 EH1159                          SUPERSEDED SURVEY CONTROL
 EH1159
 EH1159  NGVD 29 (11/26/84)   63.964  (m)          209.86   (f) ADJUSTED    1 2
 EH1159
 EH1159.Superseded values are not recommended for survey control.
 EH1159
 EH1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1159.See file dsdata.pdf to determine how the superseded data were derived.
 EH1159
 EH1159_MARKER: DB = BENCH MARK DISK
 EH1159_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EH1159_SP_SET: CULVERT HEADWALL
 EH1159_STAMPING: C 169 1955
 EH1159_MARK LOGO: CGS
 EH1159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1159+STABILITY: SURFACE MOTION
 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'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 = MARCH 20, 2026 22:17:28 EDT
 GE0527 ***********************************************************************
 GE0527  DESIGNATION -  C 17
 GE0527  PID         -  GE0527
 GE0527  STATE/COUNTY-  AR/FULTON
 GE0527  COUNTRY     -  US
 GE0527  USGS QUAD   -  SALEM (2017)
 GE0527
 GE0527                         *CURRENT SURVEY CONTROL
 GE0527  ______________________________________________________________________
 GE0527* NAD 83(1986) POSITION- 36 20 47.61   (N) 091 50 29.62   (W)   HD_HELD1
 GE0527* NAVD 88 ORTHO HEIGHT -   225.931 (meters)      741.24  (feet) ADJUSTED
 GE0527  ______________________________________________________________________
 GE0527  GEOID HEIGHT    -        -28.251 (meters)                     GEOID18
 GE0527  DYNAMIC HEIGHT  -        225.742 (meters)      740.62  (feet) COMP
 GE0527  MODELED GRAVITY -    979,788.7   (mgal)                       NAVD 88
 GE0527
 GE0527  VERT ORDER      -  SECOND    CLASS 0
 GE0527
 GE0527.The horizontal coordinates were determined by differentially corrected
 GE0527.hand held GPS observations or other comparable positioning techniques
 GE0527.and have an estimated accuracy of +/- 3 meters.
 GE0527
 GE0527.The orthometric height was determined by differential leveling and
 GE0527.adjusted by the NATIONAL GEODETIC SURVEY
 GE0527.in June 1991.
 GE0527
 GE0527.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0527.GEOID18 height accuracy estimate available here.
 GE0527
 GE0527.Click photographs - Photos may exist for this station.
 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     -   223,371.5     414,223.0     MT  (+/- 3 meters HH1 GPS) 
 GE0527
 GE0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA0395023010(NAD 83)
 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
 GE0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0527.See file dsdata.pdf to determine how the superseded data were derived.
 GE0527
 GE0527_MARKER: DB = BENCH MARK DISK
 GE0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0527_STAMPING: 740.878 C 17 1932
 GE0527_MARK LOGO: CGS
 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             CGS
 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 COAST AND GEODETIC SURVEY 1935
 GE0527'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0617 ***********************************************************************
 FF0617  DESIGNATION -  C 170
 FF0617  PID         -  FF0617
 FF0617  STATE/COUNTY-  AR/ST FRANCIS
 FF0617  COUNTRY     -  US
 FF0617  USGS QUAD   -  MADISON (2017)
 FF0617
 FF0617                         *CURRENT SURVEY CONTROL
 FF0617  ______________________________________________________________________
 FF0617* NAD 83(1986) POSITION- 35 00 58.     (N) 090 42 11.     (W)   SCALED
 FF0617* NAVD 88 ORTHO HEIGHT -    61.105 (meters)      200.48  (feet) ADJUSTED
 FF0617  ______________________________________________________________________
 FF0617  GEOID HEIGHT    -        -26.937 (meters)                     GEOID18
 FF0617  DYNAMIC HEIGHT  -         61.049 (meters)      200.29  (feet) COMP
 FF0617  MODELED GRAVITY -    979,729.8   (mgal)                       NAVD 88
 FF0617
 FF0617  VERT ORDER      -  FIRST     CLASS II
 FF0617
 FF0617.The horizontal coordinates were scaled from a map and have
 FF0617.an estimated accuracy of +/- 6 seconds.
 FF0617
 FF0617.The orthometric height was determined by differential leveling and
 FF0617.adjusted by the NATIONAL GEODETIC SURVEY
 FF0617.in June 1991.
 FF0617
 FF0617.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0617.GEOID18 height accuracy estimate available here.
 FF0617
 FF0617.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU095772(NAD 83)
 FF0617
 FF0617                          SUPERSEDED SURVEY CONTROL
 FF0617
 FF0617  NGVD 29 (11/26/84)   61.088  (m)          200.42   (f) ADJUSTED    1 2
 FF0617
 FF0617.Superseded values are not recommended for survey control.
 FF0617
 FF0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0617.See file dsdata.pdf to determine how the superseded data were derived.
 FF0617
 FF0617_MARKER: DB = BENCH MARK DISK
 FF0617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0617_STAMPING: C 170 1955
 FF0617_MARK LOGO: CGS
 FF0617_PROJECTION: PROJECTING 8 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1075 ***********************************************************************
 EH1075  DESIGNATION -  C 171
 EH1075  PID         -  EH1075
 EH1075  STATE/COUNTY-  AR/MONROE
 EH1075  COUNTRY     -  US
 EH1075  USGS QUAD   -  PINE CITY (2017)
 EH1075
 EH1075                         *CURRENT SURVEY CONTROL
 EH1075  ______________________________________________________________________
 EH1075* NAD 83(1986) POSITION- 34 34 58.     (N) 091 06 53.     (W)   SCALED
 EH1075* NAVD 88 ORTHO HEIGHT -    54.210 (meters)      177.85  (feet) ADJUSTED
 EH1075  ______________________________________________________________________
 EH1075  GEOID HEIGHT    -        -26.784 (meters)                     GEOID18
 EH1075  DYNAMIC HEIGHT  -         54.159 (meters)      177.69  (feet) COMP
 EH1075  MODELED GRAVITY -    979,685.0   (mgal)                       NAVD 88
 EH1075
 EH1075  VERT ORDER      -  FIRST     CLASS II
 EH1075
 EH1075.The horizontal coordinates were scaled from a map and have
 EH1075.an estimated accuracy of +/- 6 seconds.
 EH1075
 EH1075.The orthometric height was determined by differential leveling and
 EH1075.adjusted by the NATIONAL GEODETIC SURVEY
 EH1075.in June 1991.
 EH1075
 EH1075.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1075.GEOID18 height accuracy estimate available here.
 EH1075
 EH1075.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU729283(NAD 83)
 EH1075
 EH1075                          SUPERSEDED SURVEY CONTROL
 EH1075
 EH1075  NGVD 29 (11/26/84)   54.236  (m)          177.94   (f) ADJUSTED    1 2
 EH1075
 EH1075.Superseded values are not recommended for survey control.
 EH1075
 EH1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1075.See file dsdata.pdf to determine how the superseded data were derived.
 EH1075
 EH1075_MARKER: DB = BENCH MARK DISK
 EH1075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1075_STAMPING: C 171 1956
 EH1075_MARK LOGO: CGS
 EH1075_PROJECTION: PROJECTING 8 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH0868 ***********************************************************************
 EH0868  DESIGNATION -  C 172
 EH0868  PID         -  EH0868
 EH0868  STATE/COUNTY-  AR/LEE
 EH0868  COUNTRY     -  US
 EH0868  USGS QUAD   -  AUBREY (2017)
 EH0868
 EH0868                         *CURRENT SURVEY CONTROL
 EH0868  ______________________________________________________________________
 EH0868* NAD 83(1986) POSITION- 34 39 55.     (N) 090 53 13.     (W)   SCALED
 EH0868* NAVD 88 ORTHO HEIGHT -    61.585 (meters)      202.05  (feet) ADJUSTED
 EH0868  ______________________________________________________________________
 EH0868  GEOID HEIGHT    -        -26.830 (meters)                     GEOID18
 EH0868  DYNAMIC HEIGHT  -         61.528 (meters)      201.86  (feet) COMP
 EH0868  MODELED GRAVITY -    979,695.4   (mgal)                       NAVD 88
 EH0868
 EH0868  VERT ORDER      -  FIRST     CLASS II
 EH0868
 EH0868.The horizontal coordinates were scaled from a map and have
 EH0868.an estimated accuracy of +/- 6 seconds.
 EH0868
 EH0868.The orthometric height was determined by differential leveling and
 EH0868.adjusted by the NATIONAL GEODETIC SURVEY
 EH0868.in June 1991.
 EH0868
 EH0868.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0868.GEOID18 height accuracy estimate available here.
 EH0868
 EH0868.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU936379(NAD 83)
 EH0868
 EH0868                          SUPERSEDED SURVEY CONTROL
 EH0868
 EH0868  NGVD 29 (11/26/84)   61.599  (m)          202.10   (f) ADJUSTED    1 2
 EH0868
 EH0868.Superseded values are not recommended for survey control.
 EH0868
 EH0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0868.See file dsdata.pdf to determine how the superseded data were derived.
 EH0868
 EH0868_MARKER: DB = BENCH MARK DISK
 EH0868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0868_STAMPING: C 172 1956
 EH0868_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0643 ***********************************************************************
 FF0643  DESIGNATION -  C 173
 FF0643  PID         -  FF0643
 FF0643  STATE/COUNTY-  AR/ST FRANCIS
 FF0643  COUNTRY     -  US
 FF0643  USGS QUAD   -  ROUND POND (2017)
 FF0643
 FF0643                         *CURRENT SURVEY CONTROL
 FF0643  ______________________________________________________________________
 FF0643* NAD 83(1986) POSITION- 35 04 11.     (N) 090 34 09.     (W)   SCALED
 FF0643* NAVD 88 ORTHO HEIGHT -    62.025 (meters)      203.49  (feet) ADJUSTED
 FF0643  ______________________________________________________________________
 FF0643  GEOID HEIGHT    -        -27.032 (meters)                     GEOID18
 FF0643  DYNAMIC HEIGHT  -         61.969 (meters)      203.31  (feet) COMP
 FF0643  MODELED GRAVITY -    979,735.7   (mgal)                       NAVD 88
 FF0643
 FF0643  VERT ORDER      -  FIRST     CLASS II
 FF0643
 FF0643.The horizontal coordinates were scaled from a map and have
 FF0643.an estimated accuracy of +/- 6 seconds.
 FF0643
 FF0643.The orthometric height was determined by differential leveling and
 FF0643.adjusted by the NATIONAL GEODETIC SURVEY
 FF0643.in June 1991.
 FF0643
 FF0643.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0643.GEOID18 height accuracy estimate available here.
 FF0643
 FF0643.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU216834(NAD 83)
 FF0643
 FF0643                          SUPERSEDED SURVEY CONTROL
 FF0643
 FF0643  NGVD 29 (11/26/84)   62.006  (m)          203.43   (f) ADJUSTED    1 2
 FF0643
 FF0643.Superseded values are not recommended for survey control.
 FF0643
 FF0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0643.See file dsdata.pdf to determine how the superseded data were derived.
 FF0643
 FF0643_MARKER: DB = BENCH MARK DISK
 FF0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0643_STAMPING: C 173 1956
 FF0643_MARK LOGO: CGS
 FF0643_PROJECTION: PROJECTING 5 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0024 ***********************************************************************
 FF0024  DESIGNATION -  C 174
 FF0024  PID         -  FF0024
 FF0024  STATE/COUNTY-  AR/POINSETT
 FF0024  COUNTRY     -  US
 FF0024  USGS QUAD   -  MARKED TREE (2017)
 FF0024
 FF0024                         *CURRENT SURVEY CONTROL
 FF0024  ______________________________________________________________________
 FF0024* NAD 83(1986) POSITION- 35 31 22.     (N) 090 24 24.     (W)   SCALED
 FF0024* NAVD 88 ORTHO HEIGHT -    64.975 (meters)      213.17  (feet) ADJUSTED
 FF0024  ______________________________________________________________________
 FF0024  GEOID HEIGHT    -        -27.696 (meters)                     GEOID18
 FF0024  DYNAMIC HEIGHT  -         64.918 (meters)      212.99  (feet) COMP
 FF0024  MODELED GRAVITY -    979,753.1   (mgal)                       NAVD 88
 FF0024
 FF0024  VERT ORDER      -  FIRST     CLASS II
 FF0024
 FF0024.The horizontal coordinates were scaled from a map and have
 FF0024.an estimated accuracy of +/- 6 seconds.
 FF0024
 FF0024.The orthometric height was determined by differential leveling and
 FF0024.adjusted by the NATIONAL GEODETIC SURVEY
 FF0024.in June 1991.
 FF0024
 FF0024.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0024.GEOID18 height accuracy estimate available here.
 FF0024
 FF0024.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV351341(NAD 83)
 FF0024
 FF0024                          SUPERSEDED SURVEY CONTROL
 FF0024
 FF0024  NGVD 29 (11/26/84)   64.918  (m)          212.99   (f) ADJUSTED    1 2
 FF0024
 FF0024.Superseded values are not recommended for survey control.
 FF0024
 FF0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0024.See file dsdata.pdf to determine how the superseded data were derived.
 FF0024
 FF0024_MARKER: DB = BENCH MARK DISK
 FF0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0024_STAMPING: C 174 1956
 FF0024_MARK LOGO: CGS
 FF0024_PROJECTION: PROJECTING 8 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0511 ***********************************************************************
 FF0511  DESIGNATION -  C 175
 FF0511  PID         -  FF0511
 FF0511  STATE/COUNTY-  AR/ST FRANCIS
 FF0511  COUNTRY     -  US
 FF0511  USGS QUAD   -  FORREST CITY (2017)
 FF0511
 FF0511                         *CURRENT SURVEY CONTROL
 FF0511  ______________________________________________________________________
 FF0511* NAD 83(1986) POSITION- 35 02 45.     (N) 090 48 30.     (W)   SCALED
 FF0511* NAVD 88 ORTHO HEIGHT -    72.270 (meters)      237.11  (feet) ADJUSTED
 FF0511  ______________________________________________________________________
 FF0511  GEOID HEIGHT    -        -26.947 (meters)                     GEOID18
 FF0511  DYNAMIC HEIGHT  -         72.205 (meters)      236.89  (feet) COMP
 FF0511  MODELED GRAVITY -    979,725.8   (mgal)                       NAVD 88
 FF0511
 FF0511  VERT ORDER      -  FIRST     CLASS II
 FF0511
 FF0511.The horizontal coordinates were scaled from a map and have
 FF0511.an estimated accuracy of +/- 6 seconds.
 FF0511
 FF0511.The orthometric height was determined by differential leveling and
 FF0511.adjusted by the NATIONAL GEODETIC SURVEY
 FF0511.in June 1991.
 FF0511
 FF0511.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0511.GEOID18 height accuracy estimate available here.
 FF0511
 FF0511.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU998803(NAD 83)
 FF0511
 FF0511                          SUPERSEDED SURVEY CONTROL
 FF0511
 FF0511  NGVD 29 (11/26/84)   72.250  (m)          237.04   (f) ADJUSTED    1 2
 FF0511
 FF0511.Superseded values are not recommended for survey control.
 FF0511
 FF0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0511.See file dsdata.pdf to determine how the superseded data were derived.
 FF0511
 FF0511_MARKER: DB = BENCH MARK DISK
 FF0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0511_STAMPING: C 175 1956
 FF0511_MARK LOGO: CGS
 FF0511_PROJECTION: PROJECTING 8 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1251 ***********************************************************************
 EH1251  DESIGNATION -  C 176
 EH1251  PID         -  EH1251
 EH1251  STATE/COUNTY-  AR/LEE
 EH1251  COUNTRY     -  US
 EH1251  USGS QUAD   -  WHEATLEY (2017)
 EH1251
 EH1251                         *CURRENT SURVEY CONTROL
 EH1251  ______________________________________________________________________
 EH1251* NAD 83(1986) POSITION- 34 52 52.0    (N) 091 03 51.0    (W)   HD_HELD2
 EH1251* NAVD 88 ORTHO HEIGHT -    63.055 (meters)      206.87  (feet) ADJUSTED
 EH1251  ______________________________________________________________________
 EH1251  GEOID HEIGHT    -        -26.814 (meters)                     GEOID18
 EH1251  DYNAMIC HEIGHT  -         62.997 (meters)      206.68  (feet) COMP
 EH1251  MODELED GRAVITY -    979,719.5   (mgal)                       NAVD 88
 EH1251
 EH1251  VERT ORDER      -  FIRST     CLASS II
 EH1251
 EH1251.The horizontal coordinates were established by autonomous hand held GPS
 EH1251.observations and have an estimated accuracy of +/- 10 meters.
 EH1251
 EH1251.The orthometric height was determined by differential leveling and
 EH1251.adjusted by the NATIONAL GEODETIC SURVEY
 EH1251.in June 1991.
 EH1251
 EH1251.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1251.GEOID18 height accuracy estimate available here.
 EH1251
 EH1251.Click photographs - Photos may exist for this station.
 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     -   646,011.      485,555.      MT  (+/- 10 meters HH2 GPS)
 EH1251
 EH1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU7691461568(NAD 83)
 EH1251
 EH1251                          SUPERSEDED SURVEY CONTROL
 EH1251
 EH1251  NGVD 29 (11/26/84)   63.054  (m)          206.87   (f) ADJUSTED    1 2
 EH1251
 EH1251.Superseded values are not recommended for survey control.
 EH1251
 EH1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1251.See file dsdata.pdf to determine how the superseded data were derived.
 EH1251
 EH1251_MARKER: DB = BENCH MARK DISK
 EH1251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1251_STAMPING: C 176 1955
 EH1251_MARK LOGO: CGS
 EH1251_PROJECTION: PROJECTING 10 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1052 ***********************************************************************
 EH1052  DESIGNATION -  C 177
 EH1052  PID         -  EH1052
 EH1052  STATE/COUNTY-  AR/MONROE
 EH1052  COUNTRY     -  US
 EH1052  USGS QUAD   -  CLARENDON (2017)
 EH1052
 EH1052                         *CURRENT SURVEY CONTROL
 EH1052  ______________________________________________________________________
 EH1052* NAD 83(1986) POSITION- 34 41 09.     (N) 091 17 46.     (W)   SCALED
 EH1052* NAVD 88 ORTHO HEIGHT -    52.369 (meters)      171.81  (feet) ADJUSTED
 EH1052  ______________________________________________________________________
 EH1052  GEOID HEIGHT    -        -26.800 (meters)                     GEOID18
 EH1052  DYNAMIC HEIGHT  -         52.320 (meters)      171.65  (feet) COMP
 EH1052  MODELED GRAVITY -    979,693.5   (mgal)                       NAVD 88
 EH1052
 EH1052  VERT ORDER      -  FIRST     CLASS II
 EH1052
 EH1052.The horizontal coordinates were scaled from a map and have
 EH1052.an estimated accuracy of +/- 6 seconds.
 EH1052
 EH1052.The orthometric height was determined by differential leveling and
 EH1052.adjusted by the NATIONAL GEODETIC SURVEY
 EH1052.in June 1991.
 EH1052
 EH1052.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1052.GEOID18 height accuracy estimate available here.
 EH1052
 EH1052.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU560395(NAD 83)
 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
 EH1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1052.See file dsdata.pdf to determine how the superseded data were derived.
 EH1052
 EH1052_MARKER: DB = BENCH MARK DISK
 EH1052_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1052_STAMPING: C 177 1955
 EH1052_MARK LOGO: CGS
 EH1052_MAGNETIC: P = MARKER IS A STEEL PIPE
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1272 ***********************************************************************
 FF1272  DESIGNATION -  C 178
 FF1272  PID         -  FF1272
 FF1272  STATE/COUNTY-  AR/WOODRUFF
 FF1272  COUNTRY     -  US
 FF1272  USGS QUAD   -  FAIR OAKS (2017)
 FF1272
 FF1272                         *CURRENT SURVEY CONTROL
 FF1272  ______________________________________________________________________
 FF1272* NAD 83(1986) POSITION- 35 10 26.     (N) 091 03 38.     (W)   SCALED
 FF1272* NAVD 88 ORTHO HEIGHT -    65.402 (meters)      214.57  (feet) ADJUSTED
 FF1272  ______________________________________________________________________
 FF1272  GEOID HEIGHT    -        -27.177 (meters)                     GEOID18
 FF1272  DYNAMIC HEIGHT  -         65.343 (meters)      214.38  (feet) COMP
 FF1272  MODELED GRAVITY -    979,732.7   (mgal)                       NAVD 88
 FF1272
 FF1272  VERT ORDER      -  FIRST     CLASS II
 FF1272
 FF1272.The horizontal coordinates were scaled from a map and have
 FF1272.an estimated accuracy of +/- 6 seconds.
 FF1272
 FF1272.The orthometric height was determined by differential leveling and
 FF1272.adjusted by the NATIONAL GEODETIC SURVEY
 FF1272.in June 1991.
 FF1272
 FF1272.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1272.GEOID18 height accuracy estimate available here.
 FF1272
 FF1272.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU766940(NAD 83)
 FF1272
 FF1272                          SUPERSEDED SURVEY CONTROL
 FF1272
 FF1272  NGVD 29 (11/26/84)   65.373  (m)          214.48   (f) ADJUSTED    1 2
 FF1272
 FF1272.Superseded values are not recommended for survey control.
 FF1272
 FF1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1272.See file dsdata.pdf to determine how the superseded data were derived.
 FF1272
 FF1272_MARKER: DB = BENCH MARK DISK
 FF1272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1272_STAMPING: C 178 1956
 FF1272_MARK LOGO: CGS
 FF1272_PROJECTION: PROJECTING 8 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0111 ***********************************************************************
 FF0111  DESIGNATION -  C 179
 FF0111  PID         -  FF0111
 FF0111  STATE/COUNTY-  AR/POINSETT
 FF0111  COUNTRY     -  US
 FF0111  USGS QUAD   -  TYRONZA (2017)
 FF0111
 FF0111                         *CURRENT SURVEY CONTROL
 FF0111  ______________________________________________________________________
 FF0111* NAD 83(1986) POSITION- 35 28 31.     (N) 090 19 58.     (W)   SCALED
 FF0111* NAVD 88 ORTHO HEIGHT -    66.709 (meters)      218.86  (feet) ADJUSTED
 FF0111  ______________________________________________________________________
 FF0111  GEOID HEIGHT    -        -27.648 (meters)                     GEOID18
 FF0111  DYNAMIC HEIGHT  -         66.650 (meters)      218.67  (feet) COMP
 FF0111  MODELED GRAVITY -    979,754.3   (mgal)                       NAVD 88
 FF0111
 FF0111  VERT ORDER      -  FIRST     CLASS II
 FF0111
 FF0111.The horizontal coordinates were scaled from a map and have
 FF0111.an estimated accuracy of +/- 6 seconds.
 FF0111
 FF0111.The orthometric height was determined by differential leveling and
 FF0111.adjusted by the NATIONAL GEODETIC SURVEY
 FF0111.in June 1991.
 FF0111
 FF0111.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0111.GEOID18 height accuracy estimate available here.
 FF0111
 FF0111.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV420290(NAD 83)
 FF0111
 FF0111                          SUPERSEDED SURVEY CONTROL
 FF0111
 FF0111  NGVD 29 (11/26/84)   66.649  (m)          218.66   (f) ADJUSTED    1 2
 FF0111
 FF0111.Superseded values are not recommended for survey control.
 FF0111
 FF0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0111.See file dsdata.pdf to determine how the superseded data were derived.
 FF0111
 FF0111_MARKER: DB = BENCH MARK DISK
 FF0111_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FF0111_STAMPING: C 179 1956
 FF0111_MARK LOGO: CGS
 FF0111_PROJECTION: FLUSH
 FF0111_MAGNETIC: I = MARKER IS A STEEL ROD
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0772 ***********************************************************************
 FF0772  DESIGNATION -  C 180
 FF0772  PID         -  FF0772
 FF0772  STATE/COUNTY-  AR/CRAIGHEAD
 FF0772  COUNTRY     -  US
 FF0772  USGS QUAD   -  JONESBORO (2017)
 FF0772
 FF0772                         *CURRENT SURVEY CONTROL
 FF0772  ______________________________________________________________________
 FF0772* NAD 83(1986) POSITION- 35 47 18.     (N) 090 39 53.     (W)   SCALED
 FF0772* NAVD 88 ORTHO HEIGHT -    76.729 (meters)      251.74  (feet) ADJUSTED
 FF0772  ______________________________________________________________________
 FF0772  GEOID HEIGHT    -        -27.811 (meters)                     GEOID18
 FF0772  DYNAMIC HEIGHT  -         76.663 (meters)      251.52  (feet) COMP
 FF0772  MODELED GRAVITY -    979,778.0   (mgal)                       NAVD 88
 FF0772
 FF0772  VERT ORDER      -  FIRST     CLASS II
 FF0772
 FF0772.The horizontal coordinates were scaled from a map and have
 FF0772.an estimated accuracy of +/- 6 seconds.
 FF0772
 FF0772.The orthometric height was determined by differential leveling and
 FF0772.adjusted by the NATIONAL GEODETIC SURVEY
 FF0772.in June 1991.
 FF0772
 FF0772.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0772.GEOID18 height accuracy estimate available here.
 FF0772
 FF0772.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV110629(NAD 83)
 FF0772
 FF0772                          SUPERSEDED SURVEY CONTROL
 FF0772
 FF0772  NGVD 29 (11/26/84)   76.646  (m)          251.46   (f) ADJUSTED    1 2
 FF0772
 FF0772.Superseded values are not recommended for survey control.
 FF0772
 FF0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0772.See file dsdata.pdf to determine how the superseded data were derived.
 FF0772
 FF0772_MARKER: DB = BENCH MARK DISK
 FF0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0772_STAMPING: C 180 1956
 FF0772_MARK LOGO: CGS
 FF0772_PROJECTION: PROJECTING 10 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0664 ***********************************************************************
 FF0664  DESIGNATION -  C 181
 FF0664  PID         -  FF0664
 FF0664  STATE/COUNTY-  AR/POINSETT
 FF0664  COUNTRY     -  US
 FF0664  USGS QUAD   -  HICKORY RIDGE (2017)
 FF0664
 FF0664                         *CURRENT SURVEY CONTROL
 FF0664  ______________________________________________________________________
 FF0664* NAD 83(1986) POSITION- 35 28 51.4    (N) 090 58 40.7    (W)   HD_HELD2
 FF0664* NAVD 88 ORTHO HEIGHT -    70.979 (meters)      232.87  (feet) ADJUSTED
 FF0664  ______________________________________________________________________
 FF0664  GEOID HEIGHT    -        -27.472 (meters)                     GEOID18
 FF0664  DYNAMIC HEIGHT  -         70.917 (meters)      232.67  (feet) COMP
 FF0664  MODELED GRAVITY -    979,757.9   (mgal)                       NAVD 88
 FF0664
 FF0664  VERT ORDER      -  FIRST     CLASS II
 FF0664
 FF0664.The horizontal coordinates were established by autonomous hand held GPS
 FF0664.observations and have an estimated accuracy of +/- 10 meters.
 FF0664
 FF0664.The orthometric height was determined by differential leveling and
 FF0664.adjusted by the NATIONAL GEODETIC SURVEY
 FF0664.in June 1991.
 FF0664
 FF0664.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0664.GEOID18 height accuracy estimate available here.
 FF0664
 FF0664.Click photographs - Photos may exist for this station.
 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     -   127,799.      492,742.      MT  (+/- 10 meters HH2 GPS)
 FF0664
 FF0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV8343928259(NAD 83)
 FF0664
 FF0664                          SUPERSEDED SURVEY CONTROL
 FF0664
 FF0664  NGVD 29 (11/26/84)   70.928  (m)          232.70   (f) ADJUSTED    1 2
 FF0664
 FF0664.Superseded values are not recommended for survey control.
 FF0664
 FF0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0664.See file dsdata.pdf to determine how the superseded data were derived.
 FF0664
 FF0664_MARKER: DB = BENCH MARK DISK
 FF0664_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FF0664_SP_SET: CULVERT
 FF0664_STAMPING: C 181 1956
 FF0664_MARK LOGO: CGS
 FF0664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0664+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0700 ***********************************************************************
 FF0700  DESIGNATION -  C 182
 FF0700  PID         -  FF0700
 FF0700  STATE/COUNTY-  AR/CROSS
 FF0700  COUNTRY     -  US
 FF0700  USGS QUAD   -  VANNDALE (2017)
 FF0700
 FF0700                         *CURRENT SURVEY CONTROL
 FF0700  ______________________________________________________________________
 FF0700* NAD 83(1986) POSITION- 35 17 05.     (N) 090 46 43.     (W)   SCALED
 FF0700* NAVD 88 ORTHO HEIGHT -    87.288 (meters)      286.38  (feet) ADJUSTED
 FF0700  ______________________________________________________________________
 FF0700  GEOID HEIGHT    -        -27.258 (meters)                     GEOID18
 FF0700  DYNAMIC HEIGHT  -         87.210 (meters)      286.12  (feet) COMP
 FF0700  MODELED GRAVITY -    979,735.2   (mgal)                       NAVD 88
 FF0700
 FF0700  VERT ORDER      -  FIRST     CLASS II
 FF0700
 FF0700.The horizontal coordinates were scaled from a map and have
 FF0700.an estimated accuracy of +/- 6 seconds.
 FF0700
 FF0700.The orthometric height was determined by differential leveling and
 FF0700.adjusted by the NATIONAL GEODETIC SURVEY
 FF0700.in June 1991.
 FF0700
 FF0700.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0700.GEOID18 height accuracy estimate available here.
 FF0700
 FF0700.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV020068(NAD 83)
 FF0700
 FF0700                          SUPERSEDED SURVEY CONTROL
 FF0700
 FF0700  NGVD 29 (11/26/84)   87.252  (m)          286.26   (f) ADJUSTED    1 2
 FF0700
 FF0700.Superseded values are not recommended for survey control.
 FF0700
 FF0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0700.See file dsdata.pdf to determine how the superseded data were derived.
 FF0700
 FF0700_MARKER: DB = BENCH MARK DISK
 FF0700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0700_STAMPING: C 182 1956
 FF0700_MARK LOGO: CGS
 FF0700_PROJECTION: FLUSH
 FF0700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0700+STABILITY: SURFACE MOTION
 FF0700_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0700+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2011
 FF0700
 FF0700  HISTORY     - Date     Condition        Report By
 FF0700  HISTORY     - 1956     MONUMENTED       CGS
 FF0700  HISTORY     - 20030505 GOOD             USACE
 FF0700  HISTORY     - 20090708 GOOD             NGS
 FF0700  HISTORY     - 20110914 GOOD             ARHD
 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.
 FF0700
 FF0700                          STATION RECOVERY (2009)
 FF0700
 FF0700'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2009 (JBW)
 FF0700'6.3 METERS NORTH OF A POWER POLE AND COE WITNESS POST.
 FF0700
 FF0700                          STATION RECOVERY (2011)
 FF0700
 FF0700'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (JDH)
 FF0700'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0903 ***********************************************************************
 FF0903  DESIGNATION -  C 183
 FF0903  PID         -  FF0903
 FF0903  STATE/COUNTY-  AR/POINSETT
 FF0903  COUNTRY     -  US
 FF0903  USGS QUAD   -  POWERS SLOUGH (2017)
 FF0903
 FF0903                         *CURRENT SURVEY CONTROL
 FF0903  ______________________________________________________________________
 FF0903* NAD 83(1986) POSITION- 35 33 53.5    (N) 090 49 14.8    (W)   HD_HELD2
 FF0903* NAVD 88 ORTHO HEIGHT -    74.084 (meters)      243.06  (feet) ADJUSTED
 FF0903  ______________________________________________________________________
 FF0903  GEOID HEIGHT    -        -27.582 (meters)                     GEOID18
 FF0903  DYNAMIC HEIGHT  -         74.019 (meters)      242.84  (feet) COMP
 FF0903  MODELED GRAVITY -    979,762.9   (mgal)                       NAVD 88
 FF0903
 FF0903  VERT ORDER      -  FIRST     CLASS II
 FF0903
 FF0903.The horizontal coordinates were established by autonomous hand held GPS
 FF0903.observations and have an estimated accuracy of +/- 10 meters.
 FF0903
 FF0903.The orthometric height was determined by differential leveling and
 FF0903.adjusted by the NATIONAL GEODETIC SURVEY
 FF0903.in June 1991.
 FF0903
 FF0903.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0903.GEOID18 height accuracy estimate available here.
 FF0903
 FF0903.Click photographs - Photos may exist for this station.
 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     -   137,268.      506,895.      MT  (+/- 10 meters HH2 GPS)
 FF0903
 FF0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV9749637872(NAD 83)
 FF0903
 FF0903                          SUPERSEDED SURVEY CONTROL
 FF0903
 FF0903  NGVD 29 (11/26/84)   74.028  (m)          242.87   (f) ADJUSTED    1 2
 FF0903
 FF0903.Superseded values are not recommended for survey control.
 FF0903
 FF0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0903.See file dsdata.pdf to determine how the superseded data were derived.
 FF0903
 FF0903_MARKER: DB = BENCH MARK DISK
 FF0903_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FF0903_SP_SET: CULVERT HEADWALL
 FF0903_STAMPING: C 183 1956
 FF0903_MARK LOGO: CGS
 FF0903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0903+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0104 ***********************************************************************
 FF0104  DESIGNATION -  C 184
 FF0104  PID         -  FF0104
 FF0104  STATE/COUNTY-  AR/CRAIGHEAD
 FF0104  COUNTRY     -  US
 FF0104  USGS QUAD   -  LAKE CITY (2017)
 FF0104
 FF0104                         *CURRENT SURVEY CONTROL
 FF0104  ______________________________________________________________________
 FF0104* NAD 83(1986) POSITION- 35 49 06.     (N) 090 28 24.     (W)   SCALED
 FF0104* NAVD 88 ORTHO HEIGHT -    69.496 (meters)      228.00  (feet) POSTED
 FF0104  ______________________________________________________________________
 FF0104  GEOID HEIGHT    -        -27.987 (meters)                     GEOID18
 FF0104  DYNAMIC HEIGHT  -         69.44  (meters)      227.8   (feet) COMP
 FF0104  MODELED GRAVITY -    979,780.8   (mgal)                       NAVD 88
 FF0104
 FF0104  VERT ORDER      -  * POSTED, SEE BELOW
 FF0104
 FF0104.The horizontal coordinates were scaled from a 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
 FF0104.* This is a POSTED BENCH MARK height.
 FF0104
 FF0104.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0104.GEOID18 height accuracy estimate available here.
 FF0104
 FF0104.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV282667(NAD 83)
 FF0104
 FF0104                          SUPERSEDED SURVEY CONTROL
 FF0104
 FF0104  NGVD 29 (11/26/84)   69.438  (m)          227.81   (f) ADJUSTED    1 2
 FF0104
 FF0104.Superseded values are not recommended for survey control.
 FF0104
 FF0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0104.See file dsdata.pdf to determine how the superseded data were derived.
 FF0104
 FF0104_MARKER: DB = BENCH MARK DISK
 FF0104_SETTING: 7 = 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 = MARCH 20, 2026 22:17:28 EDT
 FF0045 ***********************************************************************
 FF0045  DESIGNATION -  C 185
 FF0045  PID         -  FF0045
 FF0045  STATE/COUNTY-  AR/MISSISSIPPI
 FF0045  COUNTRY     -  US
 FF0045  USGS QUAD   -  DELL (2017)
 FF0045
 FF0045                         *CURRENT SURVEY CONTROL
 FF0045  ______________________________________________________________________
 FF0045* NAD 83(1986) POSITION- 35 50 49.     (N) 090 07 20.     (W)   SCALED
 FF0045* NAVD 88 ORTHO HEIGHT -    76.278 (meters)      250.26  (feet) ADJUSTED
 FF0045  ______________________________________________________________________
 FF0045  GEOID HEIGHT    -        -27.957 (meters)                     GEOID18
 FF0045  DYNAMIC HEIGHT  -         76.214 (meters)      250.05  (feet) COMP
 FF0045  MODELED GRAVITY -    979,788.0   (mgal)                       NAVD 88
 FF0045
 FF0045  VERT ORDER      -  FIRST     CLASS II
 FF0045
 FF0045.The horizontal coordinates were scaled from a map and have
 FF0045.an estimated accuracy of +/- 6 seconds.
 FF0045
 FF0045.The orthometric height was determined by differential leveling and
 FF0045.adjusted by the NATIONAL GEODETIC SURVEY
 FF0045.in June 1991.
 FF0045
 FF0045.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0045.GEOID18 height accuracy estimate available here.
 FF0045
 FF0045.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV599707(NAD 83)
 FF0045
 FF0045                          SUPERSEDED SURVEY CONTROL
 FF0045
 FF0045  NGVD 29 (11/26/84)   76.260  (m)          250.20   (f) ADJUSTED    1 2
 FF0045
 FF0045.Superseded values are not recommended for survey control.
 FF0045
 FF0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0045.See file dsdata.pdf to determine how the superseded data were derived.
 FF0045
 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_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0856 ***********************************************************************
 FF0856  DESIGNATION -  C 186
 FF0856  PID         -  FF0856
 FF0856  STATE/COUNTY-  AR/CRAIGHEAD
 FF0856  COUNTRY     -  US
 FF0856  USGS QUAD   -  HERMAN (2017)
 FF0856
 FF0856                         *CURRENT SURVEY CONTROL
 FF0856  ______________________________________________________________________
 FF0856* NAD 83(1986) POSITION- 35 45 20.     (N) 090 49 33.     (W)   SCALED
 FF0856* NAVD 88 ORTHO HEIGHT -    75.252 (meters)      246.89  (feet) ADJUSTED
 FF0856  ______________________________________________________________________
 FF0856  GEOID HEIGHT    -        -27.739 (meters)                     GEOID18
 FF0856  DYNAMIC HEIGHT  -         75.187 (meters)      246.68  (feet) COMP
 FF0856  MODELED GRAVITY -    979,780.0   (mgal)                       NAVD 88
 FF0856
 FF0856  VERT ORDER      -  FIRST     CLASS II
 FF0856
 FF0856.The horizontal coordinates were scaled from a map and have
 FF0856.an estimated accuracy of +/- 6 seconds.
 FF0856
 FF0856.The orthometric height was determined by differential leveling and
 FF0856.adjusted by the NATIONAL GEODETIC SURVEY
 FF0856.in June 1991.
 FF0856
 FF0856.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0856.GEOID18 height accuracy estimate available here.
 FF0856
 FF0856.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV965590(NAD 83)
 FF0856
 FF0856                          SUPERSEDED SURVEY CONTROL
 FF0856
 FF0856  NGVD 29 (11/26/84)   75.177  (m)          246.64   (f) ADJUSTED    1 2
 FF0856
 FF0856.Superseded values are not recommended for survey control.
 FF0856
 FF0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0856.See file dsdata.pdf to determine how the superseded data were derived.
 FF0856
 FF0856_MARKER: DB = BENCH MARK DISK
 FF0856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0856_STAMPING: C 186 1956
 FF0856_MARK LOGO: CGS
 FF0856_PROJECTION: PROJECTING 10 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0043 ***********************************************************************
 FF0043  DESIGNATION -  C 187
 FF0043  PID         -  FF0043
 FF0043  STATE/COUNTY-  AR/MISSISSIPPI
 FF0043  COUNTRY     -  US
 FF0043  USGS QUAD   -  DELL (2017)
 FF0043
 FF0043                         *CURRENT SURVEY CONTROL
 FF0043  ______________________________________________________________________
 FF0043* NAD 83(1986) POSITION- 35 50 35.     (N) 090 07 11.     (W)   SCALED
 FF0043* NAVD 88 ORTHO HEIGHT -    72.244 (meters)      237.02  (feet) ADJUSTED
 FF0043  ______________________________________________________________________
 FF0043  GEOID HEIGHT    -        -27.949 (meters)                     GEOID18
 FF0043  DYNAMIC HEIGHT  -         72.183 (meters)      236.82  (feet) COMP
 FF0043  MODELED GRAVITY -    979,788.1   (mgal)                       NAVD 88
 FF0043
 FF0043  VERT ORDER      -  FIRST     CLASS II
 FF0043
 FF0043.The horizontal coordinates were scaled from a map and have
 FF0043.an estimated accuracy of +/- 6 seconds.
 FF0043
 FF0043.The orthometric height was determined by differential leveling and
 FF0043.adjusted by the NATIONAL GEODETIC SURVEY
 FF0043.in June 1991.
 FF0043
 FF0043.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0043.GEOID18 height accuracy estimate available here.
 FF0043
 FF0043.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV601703(NAD 83)
 FF0043
 FF0043                          SUPERSEDED SURVEY CONTROL
 FF0043
 FF0043  NGVD 29 (11/26/84)   72.226  (m)          236.96   (f) ADJUSTED    1 2
 FF0043
 FF0043.Superseded values are not recommended for survey control.
 FF0043
 FF0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0043.See file dsdata.pdf to determine how the superseded data were derived.
 FF0043
 FF0043_MARKER: DB = BENCH MARK DISK
 FF0043_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FF0043_STAMPING: C 187 1956
 FF0043_MARK LOGO: CGS
 FF0043_MAGNETIC: I = MARKER IS A STEEL ROD
 FF0043_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0043_ROD/PIPE-DEPTH: 14.6 meters
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0082 ***********************************************************************
 GE0082  DESIGNATION -  C 188
 GE0082  PID         -  GE0082
 GE0082  STATE/COUNTY-  AR/CLAY
 GE0082  COUNTRY     -  US
 GE0082  USGS QUAD   -  RECTOR (2017)
 GE0082
 GE0082                         *CURRENT SURVEY CONTROL
 GE0082  ______________________________________________________________________
 GE0082* NAD 83(1986) POSITION- 36 17 45.     (N) 090 15 21.     (W)   SCALED
 GE0082* NAVD 88 ORTHO HEIGHT -    84.229 (meters)      276.34  (feet) ADJUSTED
 GE0082  ______________________________________________________________________
 GE0082  GEOID HEIGHT    -        -28.510 (meters)                     GEOID18
 GE0082  DYNAMIC HEIGHT  -         84.160 (meters)      276.11  (feet) COMP
 GE0082  MODELED GRAVITY -    979,812.8   (mgal)                       NAVD 88
 GE0082
 GE0082  VERT ORDER      -  FIRST     CLASS II
 GE0082
 GE0082.The horizontal coordinates were scaled from a map and have
 GE0082.an estimated accuracy of +/- 6 seconds.
 GE0082
 GE0082.The orthometric height was determined by differential leveling and
 GE0082.adjusted by the NATIONAL GEODETIC SURVEY
 GE0082.in June 1991.
 GE0082
 GE0082.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0082.GEOID18 height accuracy estimate available here.
 GE0082
 GE0082.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA464202(NAD 83)
 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
 GE0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0082.See file dsdata.pdf to determine how the superseded data were derived.
 GE0082
 GE0082_MARKER: DB = BENCH MARK DISK
 GE0082_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GE0082_STAMPING: C 188 1956
 GE0082_MARK LOGO: CGS
 GE0082_PROJECTION: FLUSH
 GE0082_MAGNETIC: I = MARKER IS A STEEL ROD
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0054 ***********************************************************************
 FF0054  DESIGNATION -  C 189
 FF0054  PID         -  FF0054
 FF0054  STATE/COUNTY-  AR/MISSISSIPPI
 FF0054  COUNTRY     -  US
 FF0054  USGS QUAD   -  MANILA NORTH (2017)
 FF0054
 FF0054                         *CURRENT SURVEY CONTROL
 FF0054  ______________________________________________________________________
 FF0054* NAD 83(2011) POSITION- 35 53 18.06078(N) 090 09 20.75205(W)   ADJUSTED
 FF0054* NAD 83(2011) ELLIP HT-    45.626 (meters)        (10/02/24)   ADJUSTED
 FF0054* NAD 83(2011) EPOCH   -  2010.00
 FF0054* NAVD 88 ORTHO HEIGHT -    73.691 (meters)      241.77  (feet) ADJUSTED
 FF0054  ______________________________________________________________________
 FF0054  GEOID HEIGHT    -        -28.051 (meters)                     GEOID18
 FF0054  NAD 83(2011) X  -    -14,064.151 (meters)                     COMP
 FF0054  NAD 83(2011) Y  - -5,173,288.593 (meters)                     COMP
 FF0054  NAD 83(2011) Z  -  3,718,188.881 (meters)                     COMP
 FF0054  LAPLACE CORR    -          0.65  (seconds)                    DEFLEC18
 FF0054  DYNAMIC HEIGHT  -         73.628 (meters)      241.56  (feet) COMP
 FF0054  MODELED GRAVITY -    979,787.1   (mgal)                       NAVD 88
 FF0054
 FF0054  VERT ORDER      -  FIRST     CLASS II
 FF0054
 FF0054  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FF0054  Standards:
 FF0054         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FF0054            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FF0054  -------------------------------------------------------------------
 FF0054  NETWORK    0.87   2.00           0.38   0.33   1.02      0.01284459
 FF0054  -------------------------------------------------------------------
 FF0054  Click here for local accuracies and other accuracy information.
 FF0054
 FF0054.This mark is at Manila Airport (MXA)
 FF0054
 FF0054.The horizontal coordinates were established by GPS observations
 FF0054.and adjusted by the ARKANSAS DEPT OF TRANS in October 2024.
 FF0054
 FF0054.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FF0054.been affixed to the stable North American tectonic plate. See 
 FF0054.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FF0054
 FF0054.The horizontal coordinates are valid at the epoch date displayed above
 FF0054.which is a decimal equivalence of Year/Month/Day.
 FF0054
 FF0054.The orthometric height was determined by differential leveling and
 FF0054.adjusted by the NATIONAL GEODETIC SURVEY
 FF0054.in June 1991.
 FF0054
 FF0054.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0054.GEOID18 height accuracy estimate available here.
 FF0054
 FF0054.Click photographs - Photos may exist for this station.
 FF0054
 FF0054.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF0054
 FF0054.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF0054
 FF0054.The ellipsoidal height was determined by GPS observations
 FF0054.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 FF0054
 FF0054;                    North         East     Units Scale Factor Converg.
 FF0054;SPC AR N     -   174,077.022   566,499.082   MT  0.99994998   +1 04 23.4
 FF0054;SPC AR N     -   571,117.70  1,858,589.07   sFT  0.99994998   +1 04 23.4
 FF0054;UTM  15      - 3,975,302.321   756,738.285   MT  1.00041229   +1 40 05.6
 FF0054
 FF0054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0054!SPC AR N     -   0.99999284  x   0.99994998  =   0.99994282
 FF0054!UTM  15      -   0.99999284  x   1.00041229  =   1.00040513
 FF0054
 FF0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV5673875302(NAD 83)
 FF0054
 FF0054                          SUPERSEDED SURVEY CONTROL
 FF0054
 FF0054  NGVD 29 (11/26/84)   73.682  (m)          241.74   (f) ADJUSTED    1 2
 FF0054
 FF0054.Superseded values are not recommended for survey control.
 FF0054
 FF0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0054.See file dsdata.pdf to determine how the superseded data were derived.
 FF0054
 FF0054_MARKER: DB = BENCH MARK DISK
 FF0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0054_STAMPING: C 189 1956
 FF0054_MARK LOGO: CGS
 FF0054_PROJECTION: PROJECTING 5 CENTIMETERS
 FF0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0054+STABILITY: SURFACE MOTION
 FF0054_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0054+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2024
 FF0054
 FF0054  HISTORY     - Date     Condition        Report By
 FF0054  HISTORY     - 1956     MONUMENTED       CGS
 FF0054  HISTORY     - 1987     GOOD             USPSQD
 FF0054  HISTORY     - 20020720 POOR             USACE
 FF0054  HISTORY     - 20101020 GOOD             ARHD
 FF0054  HISTORY     - 20240610 GOOD             ARHD
 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.
 FF0054
 FF0054                          STATION RECOVERY (2010)
 FF0054
 FF0054'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2010 (VJB)
 FF0054'RECOVERED IN GOOD CONDITION.
 FF0054
 FF0054                          STATION RECOVERY (2024)
 FF0054
 FF0054'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (JDH)
 FF0054'RECOVERED IN GOOD CONDITION.
 FF0054'
 FF0054'NOTE-IT IS 1 FT (0.3 M) SOUTH OF A WITNESS POST AND THE WIND SOCK IS
 FF0054'GONE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0837 ***********************************************************************
 FG0837  DESIGNATION -  C 19
 FG0837  PID         -  FG0837
 FG0837  STATE/COUNTY-  AR/NEWTON
 FG0837  COUNTRY     -  US
 FG0837  USGS QUAD   -  FALLSVILLE (2017)
 FG0837
 FG0837                         *CURRENT SURVEY CONTROL
 FG0837  ______________________________________________________________________
 FG0837* NAD 83(1986) POSITION- 35 49 10.     (N) 093 24 28.     (W)   SCALED
 FG0837* NAVD 88 ORTHO HEIGHT -   640.343 (meters)     2100.86  (feet) ADJUSTED
 FG0837  ______________________________________________________________________
 FG0837  GEOID HEIGHT    -        -27.998 (meters)                     GEOID18
 FG0837  DYNAMIC HEIGHT  -        639.713 (meters)     2098.79  (feet) COMP
 FG0837  MODELED GRAVITY -    979,628.8   (mgal)                       NAVD 88
 FG0837
 FG0837  VERT ORDER      -  SECOND    CLASS 0
 FG0837
 FG0837.The horizontal coordinates were scaled from a map and have
 FG0837.an estimated accuracy of +/- 6 seconds.
 FG0837
 FG0837.The orthometric height was determined by differential leveling and
 FG0837.adjusted by the NATIONAL GEODETIC SURVEY
 FG0837.in June 1991.
 FG0837
 FG0837.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0837.GEOID18 height accuracy estimate available here.
 FG0837
 FG0837.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV631639(NAD 83)
 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
 FG0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0837.See file dsdata.pdf to determine how the superseded data were derived.
 FG0837
 FG0837_MARKER: DB = BENCH MARK DISK
 FG0837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0837_STAMPING: 2100.576 C 19 1932
 FG0837_MARK LOGO: CGS
 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             CGS
 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 GE0148 ***********************************************************************
 GE0148  DESIGNATION -  C 190
 GE0148  PID         -  GE0148
 GE0148  STATE/COUNTY-  AR/CLAY
 GE0148  COUNTRY     -  US
 GE0148  USGS QUAD   -  MCDOUGAL (2017)
 GE0148
 GE0148                         *CURRENT SURVEY CONTROL
 GE0148  ______________________________________________________________________
 GE0148* NAD 83(1986) POSITION- 36 26 05.     (N) 090 26 48.     (W)   SCALED
 GE0148* NAVD 88 ORTHO HEIGHT -    88.234 (meters)      289.48  (feet) ADJUSTED
 GE0148  ______________________________________________________________________
 GE0148  GEOID HEIGHT    -        -28.726 (meters)                     GEOID18
 GE0148  DYNAMIC HEIGHT  -         88.162 (meters)      289.24  (feet) COMP
 GE0148  MODELED GRAVITY -    979,823.6   (mgal)                       NAVD 88
 GE0148
 GE0148  VERT ORDER      -  FIRST     CLASS II
 GE0148
 GE0148.The horizontal coordinates were scaled from a map and have
 GE0148.an estimated accuracy of +/- 6 seconds.
 GE0148
 GE0148.The orthometric height was determined by differential leveling and
 GE0148.adjusted by the NATIONAL GEODETIC SURVEY
 GE0148.in June 1991.
 GE0148
 GE0148.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0148.GEOID18 height accuracy estimate available here.
 GE0148
 GE0148.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA288351(NAD 83)
 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
 GE0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0148.See file dsdata.pdf to determine how the superseded data were derived.
 GE0148
 GE0148_MARKER: DB = BENCH MARK DISK
 GE0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0148_STAMPING: C 190 1956
 GE0148_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1110 ***********************************************************************
 EJ1110  DESIGNATION -  C 192 X
 EJ1110  PID         -  EJ1110
 EJ1110  STATE/COUNTY-  AR/CLARK
 EJ1110  COUNTRY     -  US
 EJ1110  USGS QUAD   -  ARKADELPHIA (2017)
 EJ1110
 EJ1110                         *CURRENT SURVEY CONTROL
 EJ1110  ______________________________________________________________________
 EJ1110* NAD 83(1986) POSITION- 34 05 05.     (N) 093 05 05.     (W)   SCALED
 EJ1110* NAVD 88 ORTHO HEIGHT -    56.349 (meters)      184.87  (feet) ADJUSTED
 EJ1110  ______________________________________________________________________
 EJ1110  GEOID HEIGHT    -        -26.809 (meters)                     GEOID18
 EJ1110  DYNAMIC HEIGHT  -         56.293 (meters)      184.69  (feet) COMP
 EJ1110  MODELED GRAVITY -    979,634.9   (mgal)                       NAVD 88
 EJ1110
 EJ1110  VERT ORDER      -  FIRST     CLASS II
 EJ1110
 EJ1110.The horizontal coordinates were scaled from a map and have
 EJ1110.an estimated accuracy of +/- 6 seconds.
 EJ1110
 EJ1110.The orthometric height was determined by differential leveling and
 EJ1110.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1110.in June 1991.
 EJ1110
 EJ1110.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1110.GEOID18 height accuracy estimate available here.
 EJ1110
 EJ1110.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT921715(NAD 83)
 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
 EJ1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1110.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1110
 EJ1110_MARKER: DB = BENCH MARK DISK
 EJ1110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1110_STAMPING: C 192 X 1959
 EJ1110_MARK LOGO: CGS
 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             CGS
 EJ1110  HISTORY     - 19980426 MARK NOT FOUND   USPSQD
 EJ1110
 EJ1110                          STATION DESCRIPTION
 EJ1110
 EJ1110'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DL0421 ***********************************************************************
 DL0421  DESIGNATION -  C 193 X
 DL0421  PID         -  DL0421
 DL0421  STATE/COUNTY-  AR/OUACHITA
 DL0421  COUNTRY     -  US
 DL0421  USGS QUAD   -  CHIDESTER (2017)
 DL0421
 DL0421                         *CURRENT SURVEY CONTROL
 DL0421  ______________________________________________________________________
 DL0421* NAD 83(1986) POSITION- 33 41 39.     (N) 093 01 01.     (W)   SCALED
 DL0421* NAVD 88 ORTHO HEIGHT -    70.505 (meters)      231.32  (feet) ADJUSTED
 DL0421  ______________________________________________________________________
 DL0421  GEOID HEIGHT    -        -26.445 (meters)                     GEOID18
 DL0421  DYNAMIC HEIGHT  -         70.433 (meters)      231.08  (feet) COMP
 DL0421  MODELED GRAVITY -    979,609.5   (mgal)                       NAVD 88
 DL0421
 DL0421  VERT ORDER      -  FIRST     CLASS II
 DL0421
 DL0421.The horizontal coordinates were scaled from a map and have
 DL0421.an estimated accuracy of +/- 6 seconds.
 DL0421
 DL0421.The orthometric height was determined by differential leveling and
 DL0421.adjusted by the NATIONAL GEODETIC SURVEY
 DL0421.in June 1991.
 DL0421
 DL0421.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0421.GEOID18 height accuracy estimate available here.
 DL0421
 DL0421.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT984282(NAD 83)
 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
 DL0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0421.See file dsdata.pdf to determine how the superseded data were derived.
 DL0421
 DL0421_MARKER: DB = BENCH MARK DISK
 DL0421_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL0421_STAMPING: C 193 X 1959
 DL0421_MARK LOGO: CGS
 DL0421_PROJECTION: RECESSED 30 CENTIMETERS
 DL0421_MAGNETIC: I = MARKER IS A STEEL ROD
 DL0421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0421_ROD/PIPE-DEPTH: 12.2 meters
 DL0421
 DL0421  HISTORY     - Date     Condition        Report By
 DL0421  HISTORY     - 1959     MONUMENTED       CGS
 DL0421  HISTORY     - 1960     GOOD             CGS
 DL0421  HISTORY     - 1964     GOOD             CGS
 DL0421  HISTORY     - 20160315 MARK NOT FOUND   ARHD
 DL0421
 DL0421                          STATION DESCRIPTION
 DL0421
 DL0421'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1964
 DL0421'RECOVERED IN GOOD CONDITION.
 DL0421
 DL0421                          STATION RECOVERY (2016)
 DL0421
 DL0421'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (BAB)
 DL0421'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0350 ***********************************************************************
 GF0350  DESIGNATION -  C 194
 GF0350  PID         -  GF0350
 GF0350  STATE/COUNTY-  AR/BOONE
 GF0350  COUNTRY     -  US
 GF0350  USGS QUAD   -  BATAVIA (2017)
 GF0350
 GF0350                         *CURRENT SURVEY CONTROL
 GF0350  ______________________________________________________________________
 GF0350* NAD 83(1986) POSITION- 36 15 51.93   (N) 093 09 04.47   (W)   HD_HELD1
 GF0350* NAVD 88 ORTHO HEIGHT -   418.023 (meters)     1371.46  (feet) ADJUSTED
 GF0350  ______________________________________________________________________
 GF0350  GEOID HEIGHT    -        -28.276 (meters)                     GEOID18
 GF0350  DYNAMIC HEIGHT  -        417.652 (meters)     1370.25  (feet) COMP
 GF0350  MODELED GRAVITY -    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 determined by differentially corrected
 GF0350.hand held GPS observations or other comparable positioning techniques
 GF0350.and have an estimated accuracy of +/- 3 meters.
 GF0350
 GF0350.The orthometric height was determined by differential leveling and
 GF0350.adjusted by the NATIONAL GEODETIC SURVEY
 GF0350.in June 1991.
 GF0350
 GF0350.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0350.GEOID18 height accuracy estimate available here.
 GF0350
 GF0350.Click photographs - Photos may exist for this station.
 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     -   214,850.8     296,549.1     MT  (+/- 3 meters HH1 GPS) 
 GF0350
 GF0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA8641413288(NAD 83)
 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
 GF0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0350.See file dsdata.pdf to determine how the superseded data were derived.
 GF0350
 GF0350_MARKER: DB = BENCH MARK DISK
 GF0350_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 GF0350+WITH SETTING: PAVEMENT
 GF0350_SP_SET: AIRPORT BEACON BASE
 GF0350_STAMPING: C 194 1965
 GF0350_MARK LOGO: CGS
 GF0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0350+STABILITY: SURFACE MOTION
 GF0350_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GF0350+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2017
 GF0350
 GF0350  HISTORY     - Date     Condition        Report By
 GF0350  HISTORY     - 1965     MONUMENTED       CGS
 GF0350  HISTORY     - 20050622 GOOD             ARHD
 GF0350  HISTORY     - 20060909 GOOD             GEOCAC
 GF0350  HISTORY     - 20150203 GOOD             ARHD
 GF0350  HISTORY     - 20170606 GOOD             ARHD
 GF0350
 GF0350                          STATION DESCRIPTION
 GF0350
 GF0350'DESCRIBED BY COAST AND 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 DEPARTMENT OF TRANSPORTATION 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.
 GF0350
 GF0350                          STATION RECOVERY (2015)
 GF0350
 GF0350'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (WDA)
 GF0350'RECOVERED IN GOOD CONDITION.
 GF0350
 GF0350                          STATION RECOVERY (2017)
 GF0350
 GF0350'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2017 (WDA)
 GF0350'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0303 ***********************************************************************
 DL0303  DESIGNATION -  C 196
 DL0303  PID         -  DL0303
 DL0303  STATE/COUNTY-  AR/OUACHITA
 DL0303  COUNTRY     -  US
 DL0303  USGS QUAD   -  BRAGG CITY (2017)
 DL0303
 DL0303                         *CURRENT SURVEY CONTROL
 DL0303  ______________________________________________________________________
 DL0303* NAD 83(1986) POSITION- 33 39 47.     (N) 092 56 59.     (W)   SCALED
 DL0303* NAVD 88 ORTHO HEIGHT -    42.374 (meters)      139.02  (feet) ADJUSTED
 DL0303  ______________________________________________________________________
 DL0303  GEOID HEIGHT    -        -26.392 (meters)                     GEOID18
 DL0303  DYNAMIC HEIGHT  -         42.331 (meters)      138.88  (feet) COMP
 DL0303  MODELED GRAVITY -    979,605.3   (mgal)                       NAVD 88
 DL0303
 DL0303  VERT ORDER      -  FIRST     CLASS II
 DL0303
 DL0303.The horizontal coordinates were scaled from a map and have
 DL0303.an estimated accuracy of +/- 6 seconds.
 DL0303
 DL0303.The orthometric height was determined by differential leveling and
 DL0303.adjusted by the NATIONAL GEODETIC SURVEY
 DL0303.in June 1991.
 DL0303
 DL0303.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0303.GEOID18 height accuracy estimate available here.
 DL0303
 DL0303.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT046247(NAD 83)
 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
 DL0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0303.See file dsdata.pdf to determine how the superseded data were derived.
 DL0303
 DL0303_MARKER: DB = BENCH MARK DISK
 DL0303_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0303_STAMPING: C 196 1960
 DL0303_MARK LOGO: CGS
 DL0303_MAGNETIC: P = MARKER IS A STEEL PIPE
 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             CGS
 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 COAST AND GEODETIC SURVEY 1964
 DL0303'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0332 ***********************************************************************
 DL0332  DESIGNATION -  C 197
 DL0332  PID         -  DL0332
 DL0332  STATE/COUNTY-  AR/OUACHITA
 DL0332  COUNTRY     -  US
 DL0332  USGS QUAD   -  CAMDEN (2017)
 DL0332
 DL0332                         *CURRENT SURVEY CONTROL
 DL0332  ______________________________________________________________________
 DL0332* NAD 83(1986) POSITION- 33 33 08.     (N) 092 50 16.     (W)   SCALED
 DL0332* NAVD 88 ORTHO HEIGHT -    35.808 (meters)      117.48  (feet) ADJUSTED
 DL0332  ______________________________________________________________________
 DL0332  GEOID HEIGHT    -        -26.294 (meters)                     GEOID18
 DL0332  DYNAMIC HEIGHT  -         35.771 (meters)      117.36  (feet) COMP
 DL0332  MODELED GRAVITY -    979,600.5   (mgal)                       NAVD 88
 DL0332
 DL0332  VERT ORDER      -  FIRST     CLASS II
 DL0332
 DL0332.The horizontal coordinates were scaled from a map and have
 DL0332.an estimated accuracy of +/- 6 seconds.
 DL0332
 DL0332.The orthometric height was determined by differential leveling and
 DL0332.adjusted by the NATIONAL GEODETIC SURVEY
 DL0332.in March 2014.
 DL0332
 DL0332.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0332.GEOID18 height accuracy estimate available here.
 DL0332
 DL0332.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT150125(NAD 83)
 DL0332
 DL0332                          SUPERSEDED SURVEY CONTROL
 DL0332
 DL0332  NAVD 88 (06/15/91)   35.797  (m)          117.44   (f) SUPERSEDED  1 2
 DL0332
 DL0332.Superseded values are not recommended for survey control.
 DL0332
 DL0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0332.See file dsdata.pdf to determine how the superseded data were derived.
 DL0332
 DL0332_MARKER: DB = BENCH MARK DISK
 DL0332_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL0332_SP_SET: WATER TANK BASE
 DL0332_STAMPING: C 197 1959
 DL0332_MARK LOGO: CGS
 DL0332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0332_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL0332+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2022
 DL0332
 DL0332  HISTORY     - Date     Condition        Report By
 DL0332  HISTORY     - 1959     MONUMENTED       CGS
 DL0332  HISTORY     - 1960     GOOD             CGS
 DL0332  HISTORY     - 1964     GOOD             CGS
 DL0332  HISTORY     - 20040804 GOOD             ARHD
 DL0332  HISTORY     - 20110921 GOOD             ARHD
 DL0332  HISTORY     - 20130416 GOOD             ARHD
 DL0332  HISTORY     - 20220706 GOOD             DOASLS
 DL0332
 DL0332                          STATION DESCRIPTION
 DL0332
 DL0332'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1964
 DL0332'RECOVERED IN GOOD CONDITION.
 DL0332
 DL0332                          STATION RECOVERY (2004)
 DL0332
 DL0332'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2004 (WDA)
 DL0332'RECOVERED IN GOOD CONDITION.
 DL0332
 DL0332                          STATION RECOVERY (2011)
 DL0332
 DL0332'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (AMC)
 DL0332'RECOVERED IN GOOD CONDITION.
 DL0332
 DL0332                          STATION RECOVERY (2013)
 DL0332
 DL0332'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (JDH)
 DL0332'RECOVERED AS DESCRIBED.
 DL0332
 DL0332                          STATION RECOVERY (2022)
 DL0332
 DL0332'RECOVERY NOTE BY DEPARTMENT OF AGRICULTURE STAT 2022 (JM)
 DL0332'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0210 ***********************************************************************
 DL0210  DESIGNATION -  C 198
 DL0210  PID         -  DL0210
 DL0210  STATE/COUNTY-  AR/OUACHITA
 DL0210  COUNTRY     -  US
 DL0210  USGS QUAD   -  SNOW HILL (2017)
 DL0210
 DL0210                         *CURRENT SURVEY CONTROL
 DL0210  ______________________________________________________________________
 DL0210* NAD 83(1986) POSITION- 33 23 16.     (N) 092 39 15.     (W)   SCALED
 DL0210* NAVD 88 ORTHO HEIGHT -    54.479 (meters)      178.74  (feet) ADJUSTED
 DL0210  ______________________________________________________________________
 DL0210  GEOID HEIGHT    -        -26.269 (meters)                     GEOID18
 DL0210  DYNAMIC HEIGHT  -         54.422 (meters)      178.55  (feet) COMP
 DL0210  MODELED GRAVITY -    979,588.7   (mgal)                       NAVD 88
 DL0210
 DL0210  VERT ORDER      -  FIRST     CLASS II
 DL0210
 DL0210.The horizontal coordinates were scaled from a map and have
 DL0210.an estimated accuracy of +/- 6 seconds.
 DL0210
 DL0210.The orthometric height was determined by differential leveling and
 DL0210.adjusted by the NATIONAL GEODETIC SURVEY
 DL0210.in June 1991.
 DL0210
 DL0210.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0210.GEOID18 height accuracy estimate available here.
 DL0210
 DL0210.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS321943(NAD 83)
 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
 DL0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0210.See file dsdata.pdf to determine how the superseded data were derived.
 DL0210
 DL0210_MARKER: DB = BENCH MARK DISK
 DL0210_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL0210_SP_SET: FOUNDATION
 DL0210_STAMPING: C 198 1960
 DL0210_MARK LOGO: CGS
 DL0210_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0210
 DL0210  HISTORY     - Date     Condition        Report By
 DL0210  HISTORY     - 1960     MONUMENTED       CGS
 DL0210  HISTORY     - 1964     GOOD             CGS
 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 COAST AND GEODETIC SURVEY 1964
 DL0210'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0792 ***********************************************************************
 DL0792  DESIGNATION -  C 199
 DL0792  PID         -  DL0792
 DL0792  STATE/COUNTY-  AR/LAFAYETTE
 DL0792  COUNTRY     -  US
 DL0792  USGS QUAD   -  BRADLEY (2017)
 DL0792
 DL0792                         *CURRENT SURVEY CONTROL
 DL0792  ______________________________________________________________________
 DL0792* NAD 83(1986) POSITION- 33 04 33.     (N) 093 39 37.     (W)   SCALED
 DL0792* NAVD 88 ORTHO HEIGHT -    76.442 (meters)      250.79  (feet) ADJUSTED
 DL0792  ______________________________________________________________________
 DL0792  GEOID HEIGHT    -        -26.436 (meters)                     GEOID18
 DL0792  DYNAMIC HEIGHT  -         76.359 (meters)      250.52  (feet) COMP
 DL0792  MODELED GRAVITY -    979,549.5   (mgal)                       NAVD 88
 DL0792
 DL0792  VERT ORDER      -  FIRST     CLASS II
 DL0792
 DL0792.The horizontal coordinates were scaled from a map and have
 DL0792.an estimated accuracy of +/- 6 seconds.
 DL0792
 DL0792.The orthometric height was determined by differential leveling and
 DL0792.adjusted by the NATIONAL GEODETIC SURVEY
 DL0792.in June 1991.
 DL0792
 DL0792.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0792.GEOID18 height accuracy estimate available here.
 DL0792
 DL0792.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS383598(NAD 83)
 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
 DL0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0792.See file dsdata.pdf to determine how the superseded data were derived.
 DL0792
 DL0792_MARKER: DB = BENCH MARK DISK
 DL0792_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL0792_SP_SET: CULVERT HEADWALL
 DL0792_STAMPING: C 199 1960
 DL0792_MARK LOGO: CGS
 DL0792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0792+STABILITY: SURFACE MOTION
 DL0792
 DL0792  HISTORY     - Date     Condition        Report By
 DL0792  HISTORY     - 1960     MONUMENTED       CGS
 DL0792  HISTORY     - 1963     GOOD             CGS
 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 COAST AND GEODETIC SURVEY 1963
 DL0792'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GE0478 ***********************************************************************
 GE0478  DESIGNATION -  C 2
 GE0478  PID         -  GE0478
 GE0478  STATE/COUNTY-  AR/LAWRENCE
 GE0478  COUNTRY     -  US
 GE0478  USGS QUAD   -  IMBODEN (2017)
 GE0478
 GE0478                         *CURRENT SURVEY CONTROL
 GE0478  ______________________________________________________________________
 GE0478* NAD 83(1986) POSITION- 36 13 04.     (N) 091 12 17.     (W)   SCALED
 GE0478* NAVD 88 ORTHO HEIGHT -    88.002 (meters)      288.72  (feet) ADJUSTED
 GE0478  ______________________________________________________________________
 GE0478  GEOID HEIGHT    -        -28.294 (meters)                     GEOID18
 GE0478  DYNAMIC HEIGHT  -         87.929 (meters)      288.48  (feet) COMP
 GE0478  MODELED GRAVITY -    979,806.9   (mgal)                       NAVD 88
 GE0478
 GE0478  VERT ORDER      -  FIRST     CLASS II
 GE0478
 GE0478.The horizontal coordinates were scaled from a map and have
 GE0478.an estimated accuracy of +/- 6 seconds.
 GE0478
 GE0478.The orthometric height was determined by differential leveling and
 GE0478.adjusted by the NATIONAL GEODETIC SURVEY
 GE0478.in June 1991.
 GE0478
 GE0478.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0478.GEOID18 height accuracy estimate available here.
 GE0478
 GE0478.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA613095(NAD 83)
 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
 GE0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0478.See file dsdata.pdf to determine how the superseded data were derived.
 GE0478
 GE0478_MARKER: DB = BENCH MARK DISK
 GE0478_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GE0478_SP_SET: CULVERT HEADWALL
 GE0478_STAMPING: 288.402 C 2 1928
 GE0478_MARK LOGO: CGS
 GE0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0478+STABILITY: SURFACE MOTION
 GE0478
 GE0478  HISTORY     - Date     Condition        Report By
 GE0478  HISTORY     - 1928     MONUMENTED       CGS
 GE0478  HISTORY     - 1944     GOOD             CGS
 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 COAST AND GEODETIC SURVEY 1944
 GE0478'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FH0116 ***********************************************************************
 FH0116  DESIGNATION -  C 20
 FH0116  PID         -  FH0116
 FH0116  STATE/COUNTY-  AR/SEBASTIAN
 FH0116  COUNTRY     -  US
 FH0116  USGS QUAD   -  SOUTH FORT SMITH (2017)
 FH0116
 FH0116                         *CURRENT SURVEY CONTROL
 FH0116  ______________________________________________________________________
 FH0116* NAD 83(1986) POSITION- 35 22 04.     (N) 094 25 34.     (W)   SCALED
 FH0116* NAVD 88 ORTHO HEIGHT -   127.515 (meters)      418.36  (feet) ADJUSTED
 FH0116  ______________________________________________________________________
 FH0116  GEOID HEIGHT    -        -30.188 (meters)                     GEOID18
 FH0116  DYNAMIC HEIGHT  -        127.395 (meters)      417.96  (feet) COMP
 FH0116  MODELED GRAVITY -    979,690.3   (mgal)                       NAVD 88
 FH0116
 FH0116  VERT ORDER      -  FIRST     CLASS II
 FH0116
 FH0116.The horizontal coordinates were scaled from a map and have
 FH0116.an estimated accuracy of +/- 6 seconds.
 FH0116
 FH0116.The orthometric height was determined by differential leveling and
 FH0116.adjusted by the NATIONAL GEODETIC SURVEY
 FH0116.in June 1991.
 FH0116
 FH0116.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0116.GEOID18 height accuracy estimate available here.
 FH0116
 FH0116.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV704147(NAD 83)
 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
 FH0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0116.See file dsdata.pdf to determine how the superseded data were derived.
 FH0116
 FH0116_MARKER: DB = BENCH MARK DISK
 FH0116_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FH0116_SP_SET: BRIDGE FLOOR
 FH0116_STAMPING: C 20 1931
 FH0116_MARK LOGO: CGS
 FH0116_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0116
 FH0116  HISTORY     - Date     Condition        Report By
 FH0116  HISTORY     - 1931     MONUMENTED       CGS
 FH0116  HISTORY     - 1959     GOOD             CGS
 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 COAST AND 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DL0247 ***********************************************************************
 DL0247  DESIGNATION -  C 201
 DL0247  PID         -  DL0247
 DL0247  STATE/COUNTY-  AR/UNION
 DL0247  COUNTRY     -  US
 DL0247  USGS QUAD   -  CALION (2017)
 DL0247
 DL0247                         *CURRENT SURVEY CONTROL
 DL0247  ______________________________________________________________________
 DL0247* NAD 83(1986) POSITION- 33 17 49.     (N) 092 30 35.     (W)   SCALED
 DL0247* NAVD 88 ORTHO HEIGHT -    54.137 (meters)      177.61  (feet) ADJUSTED
 DL0247  ______________________________________________________________________
 DL0247  GEOID HEIGHT    -        -26.274 (meters)                     GEOID18
 DL0247  DYNAMIC HEIGHT  -         54.080 (meters)      177.43  (feet) COMP
 DL0247  MODELED GRAVITY -    979,574.1   (mgal)                       NAVD 88
 DL0247
 DL0247  VERT ORDER      -  FIRST     CLASS II
 DL0247
 DL0247.The horizontal coordinates were scaled from a map and have
 DL0247.an estimated accuracy of +/- 6 seconds.
 DL0247
 DL0247.The orthometric height was determined by differential leveling and
 DL0247.adjusted by the NATIONAL GEODETIC SURVEY
 DL0247.in June 1991.
 DL0247
 DL0247.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0247.GEOID18 height accuracy estimate available here.
 DL0247
 DL0247.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS456843(NAD 83)
 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
 DL0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0247.See file dsdata.pdf to determine how the superseded data were derived.
 DL0247
 DL0247_MARKER: DB = BENCH MARK DISK
 DL0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0247_STAMPING: C 201 1960
 DL0247_MARK LOGO: CGS
 DL0247_PROJECTION: PROJECTING 15 CENTIMETERS
 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             CGS
 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 COAST AND GEODETIC SURVEY 1964
 DL0247'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0543 ***********************************************************************
 DL0543  DESIGNATION -  C 202
 DL0543  PID         -  DL0543
 DL0543  STATE/COUNTY-  AR/COLUMBIA
 DL0543  COUNTRY     -  US
 DL0543  USGS QUAD   -  MAGNOLIA (2017)
 DL0543
 DL0543                         *CURRENT SURVEY CONTROL
 DL0543  ______________________________________________________________________
 DL0543* NAD 83(1986) POSITION- 33 21 13.     (N) 093 13 49.     (W)   SCALED
 DL0543* NAVD 88 ORTHO HEIGHT -    96.400 (meters)      316.27  (feet) ADJUSTED
 DL0543  ______________________________________________________________________
 DL0543  GEOID HEIGHT    -        -26.492 (meters)                     GEOID18
 DL0543  DYNAMIC HEIGHT  -         96.297 (meters)      315.93  (feet) COMP
 DL0543  MODELED GRAVITY -    979,568.3   (mgal)                       NAVD 88
 DL0543
 DL0543  VERT ORDER      -  FIRST     CLASS II
 DL0543
 DL0543.The horizontal coordinates were scaled from a map and have
 DL0543.an estimated accuracy of +/- 6 seconds.
 DL0543
 DL0543.The orthometric height was determined by differential leveling and
 DL0543.adjusted by the NATIONAL GEODETIC SURVEY
 DL0543.in June 1991.
 DL0543
 DL0543.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0543.GEOID18 height accuracy estimate available here.
 DL0543
 DL0543.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS785905(NAD 83)
 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
 DL0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0543.See file dsdata.pdf to determine how the superseded data were derived.
 DL0543
 DL0543_MARKER: DB = BENCH MARK DISK
 DL0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0543_STAMPING: C 202 1960
 DL0543_MARK LOGO: CGS
 DL0543_PROJECTION: PROJECTING 15 CENTIMETERS
 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             CGS
 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 COAST AND GEODETIC SURVEY 1963
 DL0543'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0758 ***********************************************************************
 DL0758  DESIGNATION -  C 203
 DL0758  PID         -  DL0758
 DL0758  STATE/COUNTY-  AR/LAFAYETTE
 DL0758  COUNTRY     -  US
 DL0758  USGS QUAD   -  LEWISVILLE (2017)
 DL0758
 DL0758                         *CURRENT SURVEY CONTROL
 DL0758  ______________________________________________________________________
 DL0758* NAD 83(1986) POSITION- 33 21 48.     (N) 093 34 20.     (W)   SCALED
 DL0758* NAVD 88 ORTHO HEIGHT -    88.408 (meters)      290.05  (feet) ADJUSTED
 DL0758  ______________________________________________________________________
 DL0758  GEOID HEIGHT    -        -26.723 (meters)                     GEOID18
 DL0758  DYNAMIC HEIGHT  -         88.313 (meters)      289.74  (feet) COMP
 DL0758  MODELED GRAVITY -    979,568.3   (mgal)                       NAVD 88
 DL0758
 DL0758  VERT ORDER      -  FIRST     CLASS II
 DL0758
 DL0758.The horizontal coordinates were scaled from a map and have
 DL0758.an estimated accuracy of +/- 6 seconds.
 DL0758
 DL0758.The orthometric height was determined by differential leveling and
 DL0758.adjusted by the NATIONAL GEODETIC SURVEY
 DL0758.in June 1991.
 DL0758
 DL0758.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0758.GEOID18 height accuracy estimate available here.
 DL0758
 DL0758.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS467917(NAD 83)
 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
 DL0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0758.See file dsdata.pdf to determine how the superseded data were derived.
 DL0758
 DL0758_MARKER: DB = BENCH MARK DISK
 DL0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0758_STAMPING: C 203 1960
 DL0758_MARK LOGO: CGS
 DL0758_PROJECTION: PROJECTING 3 CENTIMETERS
 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             CGS
 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 COAST AND GEODETIC SURVEY 1963
 DL0758'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0662 ***********************************************************************
 DL0662  DESIGNATION -  C 205
 DL0662  PID         -  DL0662
 DL0662  STATE/COUNTY-  AR/COLUMBIA
 DL0662  COUNTRY     -  US
 DL0662  USGS QUAD   -  EMERSON (2017)
 DL0662
 DL0662                         *CURRENT SURVEY CONTROL
 DL0662  ______________________________________________________________________
 DL0662* NAD 83(1986) POSITION- 33 04 58.     (N) 093 11 26.     (W)   SCALED
 DL0662* NAVD 88 ORTHO HEIGHT -    93.485 (meters)      306.71  (feet) ADJUSTED
 DL0662  ______________________________________________________________________
 DL0662  GEOID HEIGHT    -        -26.250 (meters)                     GEOID18
 DL0662  DYNAMIC HEIGHT  -         93.383 (meters)      306.37  (feet) COMP
 DL0662  MODELED GRAVITY -    979,546.9   (mgal)                       NAVD 88
 DL0662
 DL0662  VERT ORDER      -  SECOND    CLASS 0
 DL0662
 DL0662.The horizontal coordinates were scaled from a map and have
 DL0662.an estimated accuracy of +/- 6 seconds.
 DL0662
 DL0662.The orthometric height was determined by differential leveling and
 DL0662.adjusted by the NATIONAL GEODETIC SURVEY
 DL0662.in June 1991.
 DL0662
 DL0662.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0662.GEOID18 height accuracy estimate available here.
 DL0662
 DL0662.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS822604(NAD 83)
 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
 DL0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0662.See file dsdata.pdf to determine how the superseded data were derived.
 DL0662
 DL0662_MARKER: DB = BENCH MARK DISK
 DL0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0662_STAMPING: C 205 1960
 DL0662_MARK LOGO: CGS
 DL0662_PROJECTION: PROJECTING 15 CENTIMETERS
 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             CGS
 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 COAST AND GEODETIC SURVEY 1963
 DL0662'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1352 ***********************************************************************
 FF1352  DESIGNATION -  C 206
 FF1352  PID         -  FF1352
 FF1352  STATE/COUNTY-  AR/WHITE
 FF1352  COUNTRY     -  US
 FF1352  USGS QUAD   -  VELVET RIDGE (2017)
 FF1352
 FF1352                         *CURRENT SURVEY CONTROL
 FF1352  ______________________________________________________________________
 FF1352* NAD 83(1986) POSITION- 35 26 02.     (N) 091 34 32.     (W)   SCALED
 FF1352* NAVD 88 ORTHO HEIGHT -   174.972 (meters)      574.05  (feet) ADJUSTED
 FF1352  ______________________________________________________________________
 FF1352  GEOID HEIGHT    -        -27.245 (meters)                     GEOID18
 FF1352  DYNAMIC HEIGHT  -        174.816 (meters)      573.54  (feet) COMP
 FF1352  MODELED GRAVITY -    979,736.4   (mgal)                       NAVD 88
 FF1352
 FF1352  VERT ORDER      -  SECOND    CLASS 0
 FF1352
 FF1352.The horizontal coordinates were scaled from a map and have
 FF1352.an estimated accuracy of +/- 6 seconds.
 FF1352
 FF1352.The orthometric height was determined by differential leveling and
 FF1352.adjusted by the NATIONAL GEODETIC SURVEY
 FF1352.in June 1991.
 FF1352
 FF1352.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1352.GEOID18 height accuracy estimate available here.
 FF1352
 FF1352.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV292220(NAD 83)
 FF1352
 FF1352                          SUPERSEDED SURVEY CONTROL
 FF1352
 FF1352  NGVD 29 (11/26/84)  174.922  (m)          573.89   (f) ADJUSTED    2 0
 FF1352
 FF1352.Superseded values are not recommended for survey control.
 FF1352
 FF1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1352.See file dsdata.pdf to determine how the superseded data were derived.
 FF1352
 FF1352_MARKER: DB = BENCH MARK DISK
 FF1352_SETTING: 66 = SET IN ROCK OUTCROP
 FF1352_STAMPING: C 206 1962
 FF1352_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0253 ***********************************************************************
 FG0253  DESIGNATION -  C 207
 FG0253  PID         -  FG0253
 FG0253  STATE/COUNTY-  AR/CLEBURNE
 FG0253  COUNTRY     -  US
 FG0253  USGS QUAD   -  BARNEY (2017)
 FG0253
 FG0253                         *CURRENT SURVEY CONTROL
 FG0253  ______________________________________________________________________
 FG0253* NAD 83(1986) POSITION- 35 22 15.     (N) 092 08 40.     (W)   SCALED
 FG0253* NAVD 88 ORTHO HEIGHT -   260.842 (meters)      855.78  (feet) ADJUSTED
 FG0253  ______________________________________________________________________
 FG0253  GEOID HEIGHT    -        -27.626 (meters)                     GEOID18
 FG0253  DYNAMIC HEIGHT  -        260.599 (meters)      854.98  (feet) COMP
 FG0253  MODELED GRAVITY -    979,694.9   (mgal)                       NAVD 88
 FG0253
 FG0253  VERT ORDER      -  SECOND    CLASS 0
 FG0253
 FG0253.The horizontal coordinates were scaled from a map and have
 FG0253.an estimated accuracy of +/- 6 seconds.
 FG0253
 FG0253.The orthometric height was determined by differential leveling and
 FG0253.adjusted by the NATIONAL GEODETIC SURVEY
 FG0253.in June 1991.
 FG0253
 FG0253.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0253.GEOID18 height accuracy estimate available here.
 FG0253
 FG0253.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV777145(NAD 83)
 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
 FG0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0253.See file dsdata.pdf to determine how the superseded data were derived.
 FG0253
 FG0253_MARKER: DB = BENCH MARK DISK
 FG0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0253_STAMPING: C 207 1962
 FG0253_MARK LOGO: CGS
 FG0253_PROJECTION: PROJECTING 3 CENTIMETERS
 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             CGS
 FG0253
 FG0253                          STATION DESCRIPTION
 FG0253
 FG0253'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG0150 ***********************************************************************
 FG0150  DESIGNATION -  C 208
 FG0150  PID         -  FG0150
 FG0150  STATE/COUNTY-  AR/FAULKNER
 FG0150  COUNTRY     -  US
 FG0150  USGS QUAD   -  ROSE BUD (2017)
 FG0150
 FG0150                         *CURRENT SURVEY CONTROL
 FG0150  ______________________________________________________________________
 FG0150* NAD 83(1986) POSITION- 35 18 21.5    (N) 092 07 07.4    (W)   HD_HELD2
 FG0150* NAVD 88 ORTHO HEIGHT -   196.817 (meters)      645.72  (feet) ADJUSTED
 FG0150  ______________________________________________________________________
 FG0150  GEOID HEIGHT    -        -27.629 (meters)                     GEOID18
 FG0150  DYNAMIC HEIGHT  -        196.634 (meters)      645.12  (feet) COMP
 FG0150  MODELED GRAVITY -    979,698.4   (mgal)                       NAVD 88
 FG0150
 FG0150  VERT ORDER      -  SECOND    CLASS 0
 FG0150
 FG0150.The horizontal coordinates were established by autonomous hand held GPS
 FG0150.observations and have an estimated accuracy of +/- 10 meters.
 FG0150
 FG0150.The orthometric height was determined by differential leveling and
 FG0150.adjusted by the NATIONAL GEODETIC SURVEY
 FG0150.in June 1991.
 FG0150
 FG0150.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0150.GEOID18 height accuracy estimate available here.
 FG0150
 FG0150.Click photographs - Photos may exist for this station.
 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     -   107,912.      389,203.      MT  (+/- 10 meters HH2 GPS)
 FG0150
 FG0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV8011807331(NAD 83)
 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
 FG0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0150.See file dsdata.pdf to determine how the superseded data were derived.
 FG0150
 FG0150_MARKER: DB = BENCH MARK DISK
 FG0150_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FG0150_SP_SET: CULVERT HEADWALL
 FG0150_STAMPING: C 208 1962
 FG0150_MARK LOGO: CGS
 FG0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0150+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0266 ***********************************************************************
 FG0266  DESIGNATION -  C 209
 FG0266  PID         -  FG0266
 FG0266  STATE/COUNTY-  AR/FAULKNER
 FG0266  COUNTRY     -  US
 FG0266  USGS QUAD   -  DAMASCUS (2017)
 FG0266
 FG0266                         *CURRENT SURVEY CONTROL
 FG0266  ______________________________________________________________________
 FG0266* NAD 83(1986) POSITION- 35 21 08.     (N) 092 24 45.     (W)   SCALED
 FG0266* NAVD 88 ORTHO HEIGHT -   183.160 (meters)      600.92  (feet) ADJUSTED
 FG0266  ______________________________________________________________________
 FG0266  GEOID HEIGHT    -        -28.010 (meters)                     GEOID18
 FG0266  DYNAMIC HEIGHT  -        182.991 (meters)      600.36  (feet) COMP
 FG0266  MODELED GRAVITY -    979,703.7   (mgal)                       NAVD 88
 FG0266
 FG0266  VERT ORDER      -  SECOND    CLASS 0
 FG0266
 FG0266.The horizontal coordinates were scaled from a map and have
 FG0266.an estimated accuracy of +/- 6 seconds.
 FG0266
 FG0266.The orthometric height was determined by differential leveling and
 FG0266.adjusted by the NATIONAL GEODETIC SURVEY
 FG0266.in June 1991.
 FG0266
 FG0266.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0266.GEOID18 height accuracy estimate available here.
 FG0266
 FG0266.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV533122(NAD 83)
 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
 FG0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0266.See file dsdata.pdf to determine how the superseded data were derived.
 FG0266
 FG0266_MARKER: DB = BENCH MARK DISK
 FG0266_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FG0266_SP_SET: CULVERT HEADWALL
 FG0266_STAMPING: C 209 1962
 FG0266_MARK LOGO: CGS
 FG0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0266+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EK0010 ***********************************************************************
 EK0010  DESIGNATION -  C 21
 EK0010  PID         -  EK0010
 EK0010  STATE/COUNTY-  AR/SCOTT
 EK0010  COUNTRY     -  US
 EK0010  USGS QUAD   -  Y CITY (2017)
 EK0010
 EK0010                         *CURRENT SURVEY CONTROL
 EK0010  ______________________________________________________________________
 EK0010* NAD 83(1986) POSITION- 34 44 05.50   (N) 094 04 34.95   (W)   HD_HELD1
 EK0010* NAVD 88 ORTHO HEIGHT -   225.957 (meters)      741.33  (feet) ADJUSTED
 EK0010  ______________________________________________________________________
 EK0010  GEOID HEIGHT    -        -30.339 (meters)                     GEOID18
 EK0010  DYNAMIC HEIGHT  -        225.719 (meters)      740.55  (feet) COMP
 EK0010  MODELED GRAVITY -    979,576.8   (mgal)                       NAVD 88
 EK0010
 EK0010  VERT ORDER      -  FIRST     CLASS II
 EK0010
 EK0010.The horizontal coordinates were determined by differentially corrected
 EK0010.hand held GPS observations or other comparable positioning techniques
 EK0010.and have an estimated accuracy of +/- 3 meters.
 EK0010
 EK0010.The orthometric height was determined by differential leveling and
 EK0010.adjusted by the NATIONAL GEODETIC SURVEY
 EK0010.in June 1991.
 EK0010
 EK0010.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0010.GEOID18 height accuracy estimate available here.
 EK0010
 EK0010.Click photographs - Photos may exist for this station.
 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     -    46,552.0     209,847.7     MT  (+/- 3 meters HH1 GPS) 
 EK0010
 EK0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU0146144168(NAD 83)
 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
 EK0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0010.See file dsdata.pdf to determine how the superseded data were derived.
 EK0010
 EK0010_MARKER: DB = BENCH MARK DISK
 EK0010_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EK0010_SP_SET: CULVERT HEADWALL
 EK0010_STAMPING: C 21 1932
 EK0010_MARK LOGO: CGS
 EK0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0010+STABILITY: SURFACE MOTION
 EK0010
 EK0010  HISTORY     - Date     Condition        Report By
 EK0010  HISTORY     - 1932     MONUMENTED       CGS
 EK0010  HISTORY     - 1965     MARK NOT FOUND   CGS
 EK0010  HISTORY     - 1985     MARK NOT FOUND   NGS
 EK0010  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 EK0010
 EK0010                          STATION DESCRIPTION
 EK0010
 EK0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (ALW)
 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG0321 ***********************************************************************
 FG0321  DESIGNATION -  C 210
 FG0321  PID         -  FG0321
 FG0321  STATE/COUNTY-  AR/CONWAY
 FG0321  COUNTRY     -  US
 FG0321  USGS QUAD   -  MORRILTON WEST (2017)
 FG0321
 FG0321                         *CURRENT SURVEY CONTROL
 FG0321  ______________________________________________________________________
 FG0321* NAD 83(1986) POSITION- 35 12 46.     (N) 092 49 21.     (W)   SCALED
 FG0321* NAVD 88 ORTHO HEIGHT -    91.113 (meters)      298.93  (feet) ADJUSTED
 FG0321  ______________________________________________________________________
 FG0321  GEOID HEIGHT    -        -28.726 (meters)                     GEOID18
 FG0321  DYNAMIC HEIGHT  -         91.027 (meters)      298.64  (feet) COMP
 FG0321  MODELED GRAVITY -    979,691.5   (mgal)                       NAVD 88
 FG0321
 FG0321  VERT ORDER      -  SECOND    CLASS 0
 FG0321
 FG0321.The horizontal coordinates were scaled from a map and have
 FG0321.an estimated accuracy of +/- 6 seconds.
 FG0321
 FG0321.The orthometric height was determined by differential leveling and
 FG0321.adjusted by the NATIONAL GEODETIC SURVEY
 FG0321.in June 1991.
 FG0321
 FG0321.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0321.GEOID18 height accuracy estimate available here.
 FG0321
 FG0321.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU161966(NAD 83)
 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
 FG0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0321.See file dsdata.pdf to determine how the superseded data were derived.
 FG0321
 FG0321_MARKER: DB = BENCH MARK DISK
 FG0321_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FG0321_SP_SET: CULVERT HEADWALL
 FG0321_STAMPING: C 210 1962
 FG0321_MARK LOGO: CGS
 FG0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0321+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FE1925 ***********************************************************************
 FE1925  DESIGNATION -  C 213
 FE1925  PID         -  FE1925
 FE1925  STATE/COUNTY-  AR/MISSISSIPPI
 FE1925  COUNTRY     -  US
 FE1925  USGS QUAD   -  ARMOREL (2017)
 FE1925
 FE1925                         *CURRENT SURVEY CONTROL
 FE1925  ______________________________________________________________________
 FE1925* NAD 83(1986) POSITION- 35 54 08.     (N) 089 45 59.     (W)   SCALED
 FE1925* NAVD 88 ORTHO HEIGHT -    83.635 (meters)      274.39  (feet) ADJUSTED
 FE1925  ______________________________________________________________________
 FE1925  GEOID HEIGHT    -        -28.020 (meters)                     GEOID18
 FE1925  DYNAMIC HEIGHT  -         83.564 (meters)      274.16  (feet) COMP
 FE1925  MODELED GRAVITY -    979,789.7   (mgal)                       NAVD 88
 FE1925
 FE1925  VERT ORDER      -  FIRST     CLASS I
 FE1925
 FE1925.The horizontal coordinates were scaled from a map and have
 FE1925.an estimated accuracy of +/- 6 seconds.
 FE1925
 FE1925.The orthometric height was determined by differential leveling and
 FE1925.adjusted by the NATIONAL GEODETIC SURVEY
 FE1925.in June 1991.
 FE1925
 FE1925.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE1925.GEOID18 height accuracy estimate available here.
 FE1925
 FE1925.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE503766(NAD 83)
 FE1925
 FE1925                          SUPERSEDED SURVEY CONTROL
 FE1925
 FE1925  NGVD 29 (11/26/84)   83.565  (m)          274.16   (f) ADJUSTED    1 1
 FE1925
 FE1925.Superseded values are not recommended for survey control.
 FE1925
 FE1925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1925.See file dsdata.pdf to determine how the superseded data were derived.
 FE1925
 FE1925_MARKER: DV = VERTICAL CONTROL DISK
 FE1925_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1925_STAMPING: C 213 1976
 FE1925_MARK LOGO: NGS
 FE1925_MAGNETIC: I = MARKER IS A STEEL ROD
 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             USACE
 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 ARMY CORPS OF ENGINEERS 2000 (JMH)
 FE1925'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FE1943 ***********************************************************************
 FE1943  DESIGNATION -  C 214
 FE1943  PID         -  FE1943
 FE1943  STATE/COUNTY-  AR/MISSISSIPPI
 FE1943  COUNTRY     -  US
 FE1943  USGS QUAD   -  ROSA (2017)
 FE1943
 FE1943                         *CURRENT SURVEY CONTROL
 FE1943  ______________________________________________________________________
 FE1943* NAD 83(1986) POSITION- 35 46 28.9    (N) 089 51 57.9    (W)   HD_HELD2
 FE1943* NAVD 88 ORTHO HEIGHT -    81.944 (meters)      268.84  (feet) ADJUSTED
 FE1943  ______________________________________________________________________
 FE1943  GEOID HEIGHT    -        -27.759 (meters)                     GEOID18
 FE1943  DYNAMIC HEIGHT  -         81.875 (meters)      268.62  (feet) COMP
 FE1943  MODELED GRAVITY -    979,788.9   (mgal)                       NAVD 88
 FE1943
 FE1943  VERT ORDER      -  FIRST     CLASS I
 FE1943
 FE1943.The horizontal coordinates were established by autonomous hand held GPS
 FE1943.observations and have an estimated accuracy of +/- 10 meters.
 FE1943
 FE1943.The orthometric height was determined by differential leveling and
 FE1943.adjusted by the NATIONAL GEODETIC SURVEY
 FE1943.in June 1991.
 FE1943
 FE1943.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE1943.GEOID18 height accuracy estimate available here.
 FE1943
 FE1943.Click photographs - Photos may exist for this station.
 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     -   161,998.      592,921.      MT  (+/- 10 meters HH2 GPS)
 FE1943
 FE1943_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4091962749(NAD 83)
 FE1943
 FE1943                          SUPERSEDED SURVEY CONTROL
 FE1943
 FE1943  NGVD 29 (11/26/84)   81.886  (m)          268.65   (f) ADJUSTED    1 1
 FE1943
 FE1943.Superseded values are not recommended for survey control.
 FE1943
 FE1943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1943.See file dsdata.pdf to determine how the superseded data were derived.
 FE1943
 FE1943_MARKER: DV = VERTICAL CONTROL DISK
 FE1943_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FE1943+WITH SETTING: INTO GROUND
 FE1943_STAMPING: C 214 1976
 FE1943_MARK LOGO: NGS
 FE1943_PROJECTION: FLUSH
 FE1943_MAGNETIC: I = MARKER IS A STEEL ROD
 FE1943_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1943_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1943+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2019
 FE1943
 FE1943  HISTORY     - Date     Condition        Report By
 FE1943  HISTORY     - 1976     MONUMENTED       NGS
 FE1943  HISTORY     - 20020727 GOOD             USACE
 FE1943  HISTORY     - 20080625 GOOD             USACE
 FE1943  HISTORY     - 20190717 GOOD             ARHD
 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.
 FE1943
 FE1943                          STATION RECOVERY (2008)
 FE1943
 FE1943'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2008 (DLB)
 FE1943'RECOVERED IN GOOD CONDITION.
 FE1943
 FE1943                          STATION RECOVERY (2019)
 FE1943
 FE1943'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2019 (JDH)
 FE1943'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1670 ***********************************************************************
 FG1670  DESIGNATION -  C 214
 FG1670  PID         -  FG1670
 FG1670  STATE/COUNTY-  AR/CLEBURNE
 FG1670  COUNTRY     -  US
 FG1670  USGS QUAD   -  PARMA (2017)
 FG1670
 FG1670                         *CURRENT SURVEY CONTROL
 FG1670  ______________________________________________________________________
 FG1670* NAD 83(1997) POSITION- 35 37 34.66343(N) 092 14 10.04709(W)   NO CHECK
 FG1670* NAVD 88 ORTHO HEIGHT -   145.    (meters)      476.    (feet) SCALED
 FG1670  ______________________________________________________________________
 FG1670  GEOID HEIGHT    -        -27.653 (meters)                     GEOID18
 FG1670  LAPLACE CORR    -          0.94  (seconds)                    DEFLEC18
 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
 FG1670.No horizontal observational check was made to the station.
 FG1670
 FG1670.The orthometric height was scaled from a topographic map.
 FG1670
 FG1670.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1670.GEOID18 height accuracy estimate available here.
 FG1670
 FG1670.Click photographs - Photos may exist for this station.
 FG1670
 FG1670.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1670
 FG1670. The following values were computed from the NAD 83(1997) position.
 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     -   0.99998157  x   0.99993620  =   0.99991777
 FG1670!UTM  15      -   0.99998157  x   0.99965896  =   0.99964053
 FG1670
 FG1670_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV6917042769(NAD 83)
 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
 FG1670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1670.See file dsdata.pdf to determine how the superseded data were derived.
 FG1670
 FG1670_MARKER: DD = SURVEY DISK
 FG1670_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 FG1670_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 FG1670_STAMPING: C 214
 FG1670_MARK LOGO: USACE
 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       USACE
 FG1670  HISTORY     - 20041226 GOOD             USPSQD
 FG1670
 FG1670                          STATION DESCRIPTION
 FG1670
 FG1670'DESCRIBED BY US ARMY CORPS OF 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 = MARCH 20, 2026 22:17:28 EDT
 FE1887 ***********************************************************************
 FE1887  DESIGNATION -  C 215
 FE1887  PID         -  FE1887
 FE1887  STATE/COUNTY-  AR/MISSISSIPPI
 FE1887  COUNTRY     -  US
 FE1887  USGS QUAD   -  NODENA (2017)
 FE1887
 FE1887                         *CURRENT SURVEY CONTROL
 FE1887  ______________________________________________________________________
 FE1887* NAD 83(1986) POSITION- 35 31 14.     (N) 089 55 49.     (W)   SCALED
 FE1887* NAVD 88 ORTHO HEIGHT -    72.499 (meters)      237.86  (feet) ADJUSTED
 FE1887  ______________________________________________________________________
 FE1887  GEOID HEIGHT    -        -27.442 (meters)                     GEOID18
 FE1887  DYNAMIC HEIGHT  -         72.436 (meters)      237.65  (feet) COMP
 FE1887  MODELED GRAVITY -    979,763.8   (mgal)                       NAVD 88
 FE1887
 FE1887  VERT ORDER      -  FIRST     CLASS I
 FE1887
 FE1887.The horizontal coordinates were scaled from a map and have
 FE1887.an estimated accuracy of +/- 6 seconds.
 FE1887
 FE1887.The orthometric height was determined by differential leveling and
 FE1887.adjusted by the NATIONAL GEODETIC SURVEY
 FE1887.in June 1991.
 FE1887
 FE1887.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE1887.GEOID18 height accuracy estimate available here.
 FE1887
 FE1887.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE342347(NAD 83)
 FE1887
 FE1887                          SUPERSEDED SURVEY CONTROL
 FE1887
 FE1887  NGVD 29 (11/26/84)   72.469  (m)          237.76   (f) ADJUSTED    1 1
 FE1887
 FE1887.Superseded values are not recommended for survey control.
 FE1887
 FE1887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1887.See file dsdata.pdf to determine how the superseded data were derived.
 FE1887
 FE1887_MARKER: DV = VERTICAL CONTROL DISK
 FE1887_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1887_STAMPING: C 215 1976
 FE1887_MARK LOGO: NGS
 FE1887_MAGNETIC: I = MARKER IS A STEEL ROD
 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 = MARCH 20, 2026 22:17:28 EDT
 EH0991 ***********************************************************************
 EH0991  DESIGNATION -  C 216
 EH0991  PID         -  EH0991
 EH0991  STATE/COUNTY-  AR/LEE
 EH0991  COUNTRY     -  US
 EH0991  USGS QUAD   -  LA GRANGE (2017)
 EH0991
 EH0991                         *CURRENT SURVEY CONTROL
 EH0991  ______________________________________________________________________
 EH0991* NAD 83(1986) POSITION- 34 38 57.     (N) 090 37 58.     (W)   SCALED
 EH0991* NAVD 88 ORTHO HEIGHT -    58.510 (meters)      191.96  (feet) ADJUSTED
 EH0991  ______________________________________________________________________
 EH0991  GEOID HEIGHT    -        -26.976 (meters)                     GEOID18
 EH0991  DYNAMIC HEIGHT  -         58.454 (meters)      191.78  (feet) COMP
 EH0991  MODELED GRAVITY -    979,682.2   (mgal)                       NAVD 88
 EH0991
 EH0991  VERT ORDER      -  FIRST     CLASS II
 EH0991
 EH0991.The horizontal coordinates were scaled from a map and have
 EH0991.an estimated accuracy of +/- 6 seconds.
 EH0991
 EH0991.The orthometric height was determined by differential leveling and
 EH0991.adjusted by the NATIONAL GEODETIC SURVEY
 EH0991.in June 1991.
 EH0991
 EH0991.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0991.GEOID18 height accuracy estimate available here.
 EH0991
 EH0991.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU169366(NAD 83)
 EH0991
 EH0991                          SUPERSEDED SURVEY CONTROL
 EH0991
 EH0991  NGVD 29 (11/26/84)   58.542  (m)          192.07   (f) ADJUSTED    1 2
 EH0991
 EH0991.Superseded values are not recommended for survey control.
 EH0991
 EH0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0991.See file dsdata.pdf to determine how the superseded data were derived.
 EH0991
 EH0991_MARKER: DV = VERTICAL CONTROL DISK
 EH0991_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH0991_STAMPING: C 216 1976
 EH0991_MARK LOGO: NGS
 EH0991_MAGNETIC: I = MARKER IS A STEEL ROD
 EH0991_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0991_ROD/PIPE-DEPTH: 17.1 meters
 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 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 FT ENCASED IN A PIPE 30 FEET BELOW LEVEE 1 FT NORTHWEST
 EH0991'OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1095 ***********************************************************************
 FF1095  DESIGNATION -  C 217
 FF1095  PID         -  FF1095
 FF1095  STATE/COUNTY-  AR/CRITTENDEN
 FF1095  COUNTRY     -  US
 FF1095  USGS QUAD   -  JERICHO (2017)
 FF1095
 FF1095                         *CURRENT SURVEY CONTROL
 FF1095  ______________________________________________________________________
 FF1095* NAD 83(1986) POSITION- 35 17 07.     (N) 090 10 17.     (W)   SCALED
 FF1095* NAVD 88 ORTHO HEIGHT -    73.933 (meters)      242.56  (feet) ADJUSTED
 FF1095  ______________________________________________________________________
 FF1095  GEOID HEIGHT    -        -27.378 (meters)                     GEOID18
 FF1095  DYNAMIC HEIGHT  -         73.867 (meters)      242.35  (feet) COMP
 FF1095  MODELED GRAVITY -    979,744.4   (mgal)                       NAVD 88
 FF1095
 FF1095  VERT ORDER      -  FIRST     CLASS I
 FF1095
 FF1095.The horizontal coordinates were scaled from a map and have
 FF1095.an estimated accuracy of +/- 6 seconds.
 FF1095
 FF1095.The orthometric height was determined by differential leveling and
 FF1095.adjusted by the NATIONAL GEODETIC SURVEY
 FF1095.in June 1991.
 FF1095
 FF1095.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1095.GEOID18 height accuracy estimate available here.
 FF1095
 FF1095.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV572083(NAD 83)
 FF1095
 FF1095                          SUPERSEDED SURVEY CONTROL
 FF1095
 FF1095  NGVD 29 (11/26/84)   73.918  (m)          242.51   (f) ADJUSTED    1 1
 FF1095
 FF1095.Superseded values are not recommended for survey control.
 FF1095
 FF1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1095.See file dsdata.pdf to determine how the superseded data were derived.
 FF1095
 FF1095_MARKER: DV = VERTICAL CONTROL DISK
 FF1095_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FF1095+WITH SETTING: INTO GROUND
 FF1095_STAMPING: C 217 1976
 FF1095_MARK LOGO: NGS
 FF1095_MAGNETIC: I = MARKER IS A STEEL ROD
 FF1095_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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.  13.4 MILES NORTH ALONG THE LEVEE
 FF1095'FROM THE CROSSING OF INTERSTATE HIGHWAY 55 AT WEST MEMPHIS, 20 FEET
 FF1095'WEST OF THE CENTER OF THE LEVEE AND 2 FEET SOUTH OF MILLEPOST 137/138.
 FF1095'A DISK ON THE TOP OF A COPPER-COATED STEEL ROD SET TO A DEPTH OF 4
 FF1095'FEET.  2 FEET BELOW THE LEVEE.  1 FT 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 = MARCH 20, 2026 22:17:28 EDT
 FF1091 ***********************************************************************
 FF1091  HT_MOD      -  This is a Height Modernization Survey Station.
 FF1091  DESIGNATION -  C 218
 FF1091  PID         -  FF1091
 FF1091  STATE/COUNTY-  AR/CRITTENDEN
 FF1091  COUNTRY     -  US
 FF1091  USGS QUAD   -  JERICHO (2017)
 FF1091
 FF1091                         *CURRENT SURVEY CONTROL
 FF1091  ______________________________________________________________________
 FF1091* NAD 83(2011) POSITION- 35 19 41.57303(N) 090 08 21.04969(W)   ADJUSTED
 FF1091* NAD 83(2011) ELLIP HT-    47.779 (meters)        (06/27/12)   ADJUSTED
 FF1091* NAD 83(2011) EPOCH   -  2010.00
 FF1091* NAVD 88 ORTHO HEIGHT -    75.21  (meters)      246.8   (feet) GPS OBS
 FF1091  ______________________________________________________________________
 FF1091  NAVD 88 orthometric height was determined with geoid model    GEOID03
 FF1091  GEOID HEIGHT    -        -27.387 (meters)                     GEOID03
 FF1091  GEOID HEIGHT    -        -27.412 (meters)                     GEOID18
 FF1091  NAD 83(2011) X  -    -12,654.670 (meters)                     COMP
 FF1091  NAD 83(2011) Y  - -5,209,479.309 (meters)                     COMP
 FF1091  NAD 83(2011) Z  -  3,667,662.597 (meters)                     COMP
 FF1091  LAPLACE CORR    -          0.43  (seconds)                    DEFLEC18
 FF1091
 FF1091  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FF1091  Standards:
 FF1091         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FF1091            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FF1091  -------------------------------------------------------------------
 FF1091  NETWORK    0.87   1.29           0.39   0.31   0.66      0.05396684
 FF1091  -------------------------------------------------------------------
 FF1091  Click here for local accuracies and other accuracy information.
 FF1091
 FF1091.The horizontal coordinates were established by GPS observations
 FF1091.and adjusted by the National Geodetic Survey in June 2012.
 FF1091
 FF1091.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FF1091.been affixed to the stable North American tectonic plate. See 
 FF1091.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FF1091
 FF1091.The horizontal coordinates are valid at the epoch date displayed above
 FF1091.which is a decimal equivalence of Year/Month/Day.
 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.
 FF1091
 FF1091.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1091.GEOID18 height accuracy estimate available here.
 FF1091
 FF1091.Click photographs - Photos may exist for this station.
 FF1091
 FF1091.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF1091
 FF1091.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1091
 FF1091.The ellipsoidal height was determined by GPS observations
 FF1091.and is referenced to NAD 83.
 FF1091
 FF1091. The following values were computed from the NAD 83(2011) position.
 FF1091
 FF1091;                    North         East     Units Scale Factor Converg.
 FF1091;SPC AR N     -   111,972.001   569,170.490   MT  0.99994586   +1 04 58.1
 FF1091;SPC AR N     -   367,361.47  1,867,353.52   sFT  0.99994586   +1 04 58.1
 FF1091;UTM  15      - 3,913,197.766   760,043.914   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6004313197(NAD 83)
 FF1091
 FF1091                          SUPERSEDED SURVEY CONTROL
 FF1091
 FF1091  NAD 83(2007)-  35 19 41.57306(N)    090 08 21.05071(W) AD(2002.00) 0
 FF1091  ELLIP H (02/10/07)   47.802  (m)                       GP(2002.00)    
 FF1091  NAD 83(1997)-  35 19 41.57287(N)    090 08 21.05056(W) AD(       ) 1
 FF1091  ELLIP H (01/24/03)   47.789  (m)                       GP(       ) 2 2
 FF1091  NAVD 88              75.18   (m)          246.7    (f) LEVELING    3  
 FF1091  NAVD 88 (06/15/91)   75.179  (m)          246.65   (f) ADJUSTED    1 1
 FF1091  NGVD 29 (11/26/84)   75.164  (m)          246.60   (f) ADJUSTED    1 1
 FF1091
 FF1091.Superseded values are not recommended for survey control.
 FF1091
 FF1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1091.See file dsdata.pdf to determine how the superseded data were derived.
 FF1091
 FF1091_MARKER: DV = VERTICAL CONTROL DISK
 FF1091_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 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 - July 31, 2018
 FF1091_ROD/PIPE-DEPTH: 3.0 meters
 FF1091
 FF1091  HISTORY     - Date     Condition        Report By
 FF1091  HISTORY     - 1976     MONUMENTED       NGS
 FF1091  HISTORY     - 20000926 GOOD             USACE
 FF1091  HISTORY     - 20011014 GOOD             3001
 FF1091  HISTORY     - 20180731 GOOD             USACE
 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 ARMY CORPS OF 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'
 FF1091
 FF1091                          STATION RECOVERY (2018)
 FF1091
 FF1091'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2018 (DLB)
 FF1091'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1022 ***********************************************************************
 FF1022  DESIGNATION -  C 218 X
 FF1022  PID         -  FF1022
 FF1022  STATE/COUNTY-  AR/CRITTENDEN
 FF1022  COUNTRY     -  US
 FF1022  USGS QUAD   -  EDMONDSON (2017)
 FF1022
 FF1022                         *CURRENT SURVEY CONTROL
 FF1022  ______________________________________________________________________
 FF1022* NAD 83(1986) POSITION- 35 03 27.     (N) 090 16 53.     (W)   SCALED
 FF1022* NAVD 88 ORTHO HEIGHT -    71.242 (meters)      233.73  (feet) ADJUSTED
 FF1022  ______________________________________________________________________
 FF1022  GEOID HEIGHT    -        -27.216 (meters)                     GEOID18
 FF1022  DYNAMIC HEIGHT  -         71.177 (meters)      233.52  (feet) COMP
 FF1022  MODELED GRAVITY -    979,728.0   (mgal)                       NAVD 88
 FF1022
 FF1022  VERT ORDER      -  FIRST     CLASS II
 FF1022
 FF1022.The horizontal coordinates were scaled from a map and have
 FF1022.an estimated accuracy of +/- 6 seconds.
 FF1022
 FF1022.The orthometric height was determined by differential leveling and
 FF1022.adjusted by the NATIONAL GEODETIC SURVEY
 FF1022.in June 1991.
 FF1022
 FF1022.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1022.GEOID18 height accuracy estimate available here.
 FF1022
 FF1022.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU479827(NAD 83)
 FF1022
 FF1022                          SUPERSEDED SURVEY CONTROL
 FF1022
 FF1022  NGVD 29 (11/26/84)   71.239  (m)          233.72   (f) ADJUSTED    1 2
 FF1022
 FF1022.Superseded values are not recommended for survey control.
 FF1022
 FF1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1022.See file dsdata.pdf to determine how the superseded data were derived.
 FF1022
 FF1022_MARKER: DV = VERTICAL CONTROL DISK
 FF1022_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FF1022+WITH SETTING: INTO GROUND
 FF1022_STAMPING: C 218 X 1976
 FF1022_MARK LOGO: NGS
 FF1022_MAGNETIC: I = MARKER IS A STEEL ROD
 FF1022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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             USACE
 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 ARMY CORPS OF ENGINEERS 2000 (JMH)
 FF1022'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH0195 ***********************************************************************
 EH0195  DESIGNATION -  C 219
 EH0195  PID         -  EH0195
 EH0195  STATE/COUNTY-  AR/CRITTENDEN
 EH0195  COUNTRY     -  US
 EH0195  USGS QUAD   -  HORSESHOE LAKE (2017)
 EH0195
 EH0195                         *CURRENT SURVEY CONTROL
 EH0195  ______________________________________________________________________
 EH0195* NAD 83(1986) POSITION- 34 58 06.     (N) 090 17 38.     (W)   SCALED
 EH0195* NAVD 88 ORTHO HEIGHT -    64.642 (meters)      212.08  (feet) ADJUSTED
 EH0195  ______________________________________________________________________
 EH0195  GEOID HEIGHT    -        -27.203 (meters)                     GEOID18
 EH0195  DYNAMIC HEIGHT  -         64.583 (meters)      211.89  (feet) COMP
 EH0195  MODELED GRAVITY -    979,715.9   (mgal)                       NAVD 88
 EH0195
 EH0195  VERT ORDER      -  FIRST     CLASS II
 EH0195
 EH0195.The horizontal coordinates were scaled from a map and have
 EH0195.an estimated accuracy of +/- 6 seconds.
 EH0195
 EH0195.The orthometric height was determined by differential leveling and
 EH0195.adjusted by the NATIONAL GEODETIC SURVEY
 EH0195.in June 1991.
 EH0195
 EH0195.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0195.GEOID18 height accuracy estimate available here.
 EH0195
 EH0195.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU470728(NAD 83)
 EH0195
 EH0195                          SUPERSEDED SURVEY CONTROL
 EH0195
 EH0195  NGVD 29 (11/26/84)   64.651  (m)          212.11   (f) ADJUSTED    1 2
 EH0195
 EH0195.Superseded values are not recommended for survey control.
 EH0195
 EH0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0195.See file dsdata.pdf to determine how the superseded data were derived.
 EH0195
 EH0195_MARKER: DV = VERTICAL CONTROL DISK
 EH0195_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH0195_STAMPING: C 219 1976
 EH0195_MARK LOGO: NGS
 EH0195_MAGNETIC: I = MARKER IS A STEEL ROD
 EH0195_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0195_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0195+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2011
 EH0195_ROD/PIPE-DEPTH: 8.2 meters
 EH0195
 EH0195  HISTORY     - Date     Condition        Report By
 EH0195  HISTORY     - 1976     MONUMENTED       NGS
 EH0195  HISTORY     - 20001010 GOOD             USACE
 EH0195  HISTORY     - 20111025 GOOD             ARHD
 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 ARMY CORPS OF ENGINEERS 2000 (JMH)
 EH0195'RECOVERED IN GOOD CONDITION.  NOTE- DESCRIBED AS A DISC ON ROD.  MARK
 EH0195'IS ROD ONLY.
 EH0195
 EH0195                          STATION RECOVERY (2011)
 EH0195
 EH0195'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (I)
 EH0195'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EK0134 ***********************************************************************
 EK0134  DESIGNATION -  C 22
 EK0134  PID         -  EK0134
 EK0134  STATE/COUNTY-  AR/SEVIER
 EK0134  COUNTRY     -  US
 EK0134  USGS QUAD   -  DE QUEEN (2017)
 EK0134
 EK0134                         *CURRENT SURVEY CONTROL
 EK0134  ______________________________________________________________________
 EK0134* NAD 83(1986) POSITION- 34 02 14.1    (N) 094 20 26.8    (W)   HD_HELD2
 EK0134* NAVD 88 ORTHO HEIGHT -   131.467 (meters)      431.32  (feet) ADJUSTED
 EK0134  ______________________________________________________________________
 EK0134  GEOID HEIGHT    -        -27.866 (meters)                     GEOID18
 EK0134  DYNAMIC HEIGHT  -        131.333 (meters)      430.88  (feet) COMP
 EK0134  MODELED GRAVITY -    979,612.7   (mgal)                       NAVD 88
 EK0134
 EK0134  VERT ORDER      -  FIRST     CLASS II
 EK0134
 EK0134.The horizontal coordinates were established by autonomous hand held GPS
 EK0134.observations and have an estimated accuracy of +/- 10 meters.
 EK0134
 EK0134.The orthometric height was determined by differential leveling and
 EK0134.adjusted by the NATIONAL GEODETIC SURVEY
 EK0134.in September 2019.
 EK0134
 EK0134.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0134.GEOID18 height accuracy estimate available here.
 EK0134
 EK0134.Click photographs - Photos may exist for this station.
 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     -   554,485.      183,879.      MT  (+/- 10 meters HH2 GPS)
 EK0134
 EK0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT7623167096(NAD 83)
 EK0134
 EK0134                          SUPERSEDED SURVEY CONTROL
 EK0134
 EK0134  NAVD 88 (06/15/91)  131.487  (m)          431.39   (f) SUPERSEDED  1 2
 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
 EK0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0134.See file dsdata.pdf to determine how the superseded data were derived.
 EK0134
 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EK0134+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2019
 EK0134
 EK0134  HISTORY     - Date     Condition        Report By
 EK0134  HISTORY     - 1932     MONUMENTED       CGS
 EK0134  HISTORY     - 1934     GOOD             CGS
 EK0134  HISTORY     - 1962     GOOD             CGS
 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  HISTORY     - 20161022 GOOD             GEOCAC
 EK0134  HISTORY     - 20190508 GOOD             ARHD
 EK0134
 EK0134                          STATION DESCRIPTION
 EK0134
 EK0134'DESCRIBED BY COAST AND 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 COAST AND 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.
 EK0134
 EK0134                          STATION RECOVERY (2016)
 EK0134
 EK0134'RECOVERY NOTE BY GEOCACHING 2016 (MFM)
 EK0134'RECOVERED AS DESCRIBED.
 EK0134'
 EK0134'NOTE THAT THIS STATION IS MOUNTED VERTICALLY ON THE WALL, ABOVE
 EK0134'STATION B 22 (EK0133).
 EK0134
 EK0134                          STATION RECOVERY (2019)
 EK0134
 EK0134'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2019 (JDH)
 EK0134'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH0701 ***********************************************************************
 EH0701  DESIGNATION -  C 220
 EH0701  PID         -  EH0701
 EH0701  STATE/COUNTY-  AR/PHILLIPS
 EH0701  COUNTRY     -  US
 EH0701  USGS QUAD   -  MOON LAKE (2018)
 EH0701
 EH0701                         *CURRENT SURVEY CONTROL
 EH0701  ______________________________________________________________________
 EH0701* NAD 83(1986) POSITION- 34 29 03.     (N) 090 36 02.     (W)   SCALED
 EH0701* NAVD 88 ORTHO HEIGHT -    63.325 (meters)      207.76  (feet) ADJUSTED
 EH0701  ______________________________________________________________________
 EH0701  GEOID HEIGHT    -        -26.992 (meters)                     GEOID18
 EH0701  DYNAMIC HEIGHT  -         63.264 (meters)      207.56  (feet) COMP
 EH0701  MODELED GRAVITY -    979,664.3   (mgal)                       NAVD 88
 EH0701
 EH0701  VERT ORDER      -  FIRST     CLASS II
 EH0701
 EH0701.The horizontal coordinates were scaled from a map and have
 EH0701.an estimated accuracy of +/- 6 seconds.
 EH0701
 EH0701.The orthometric height was determined by differential leveling and
 EH0701.adjusted by the NATIONAL GEODETIC SURVEY
 EH0701.in September 2022.
 EH0701
 EH0701.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0701.GEOID18 height accuracy estimate available here.
 EH0701
 EH0701.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU203184(NAD 83)
 EH0701
 EH0701                          SUPERSEDED SURVEY CONTROL
 EH0701
 EH0701  NAVD 88 (06/15/91)   63.318  (m)          207.74   (f) SUPERSEDED  1 2
 EH0701  NGVD 29 (11/26/84)   63.352  (m)          207.85   (f) ADJUSTED    1 2
 EH0701
 EH0701.Superseded values are not recommended for survey control.
 EH0701
 EH0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0701.See file dsdata.pdf to determine how the superseded data were derived.
 EH0701
 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 = MARCH 20, 2026 22:17:28 EDT
 EH0733 ***********************************************************************
 EH0733  DESIGNATION -  C 221
 EH0733  PID         -  EH0733
 EH0733  STATE/COUNTY-  AR/PHILLIPS
 EH0733  COUNTRY     -  US
 EH0733  USGS QUAD   -  ELAINE (2017)
 EH0733
 EH0733                         *CURRENT SURVEY CONTROL
 EH0733  ______________________________________________________________________
 EH0733* NAD 83(1986) POSITION- 34 15 14.     (N) 090 51 05.     (W)   SCALED
 EH0733* NAVD 88 ORTHO HEIGHT -    58.742 (meters)      192.72  (feet) ADJUSTED
 EH0733  ______________________________________________________________________
 EH0733  GEOID HEIGHT    -        -26.778 (meters)                     GEOID18
 EH0733  DYNAMIC HEIGHT  -         58.684 (meters)      192.53  (feet) COMP
 EH0733  MODELED GRAVITY -    979,648.8   (mgal)                       NAVD 88
 EH0733
 EH0733  VERT ORDER      -  FIRST     CLASS II
 EH0733
 EH0733.The horizontal coordinates were scaled from a map and have
 EH0733.an estimated accuracy of +/- 6 seconds.
 EH0733
 EH0733.The orthometric height was determined by differential leveling and
 EH0733.adjusted by the NATIONAL GEODETIC SURVEY
 EH0733.in June 1991.
 EH0733
 EH0733.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0733.GEOID18 height accuracy estimate available here.
 EH0733
 EH0733.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT978923(NAD 83)
 EH0733
 EH0733                          SUPERSEDED SURVEY CONTROL
 EH0733
 EH0733  NGVD 29 (11/26/84)   58.815  (m)          192.96   (f) ADJUSTED    1 2
 EH0733
 EH0733.Superseded values are not recommended for survey control.
 EH0733
 EH0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0733.See file dsdata.pdf to determine how the superseded data were derived.
 EH0733
 EH0733_MARKER: DV = VERTICAL CONTROL 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_MARK LOGO: NGS
 EH0733_MAGNETIC: I = MARKER IS A STEEL ROD
 EH0733_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH0977 ***********************************************************************
 EH0977  DESIGNATION -  C 222
 EH0977  PID         -  EH0977
 EH0977  STATE/COUNTY-  AR/LEE
 EH0977  COUNTRY     -  US
 EH0977  USGS QUAD   -  STUBBS ISLAND (2018)
 EH0977
 EH0977                         *CURRENT SURVEY CONTROL
 EH0977  ______________________________________________________________________
 EH0977* NAD 83(1986) POSITION- 34 44 55.     (N) 090 33 52.     (W)   SCALED
 EH0977* NAVD 88 ORTHO HEIGHT -    61.820 (meters)      202.82  (feet) ADJUSTED
 EH0977  ______________________________________________________________________
 EH0977  GEOID HEIGHT    -        -26.953 (meters)                     GEOID18
 EH0977  DYNAMIC HEIGHT  -         61.762 (meters)      202.63  (feet) COMP
 EH0977  MODELED GRAVITY -    979,697.8   (mgal)                       NAVD 88
 EH0977
 EH0977  VERT ORDER      -  FIRST     CLASS II
 EH0977
 EH0977.The horizontal coordinates were scaled from a map and have
 EH0977.an estimated accuracy of +/- 6 seconds.
 EH0977
 EH0977.The orthometric height was determined by differential leveling and
 EH0977.adjusted by the NATIONAL GEODETIC SURVEY
 EH0977.in June 1991.
 EH0977
 EH0977.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0977.GEOID18 height accuracy estimate available here.
 EH0977
 EH0977.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU229478(NAD 83)
 EH0977
 EH0977                          SUPERSEDED SURVEY CONTROL
 EH0977
 EH0977  NGVD 29 (11/26/84)   61.847  (m)          202.91   (f) ADJUSTED    1 2
 EH0977
 EH0977.Superseded values are not recommended for survey control.
 EH0977
 EH0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0977.See file dsdata.pdf to determine how the superseded data were derived.
 EH0977
 EH0977_MARKER: I = METAL ROD
 EH0977_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EH0977_STAMPING: C 222 1976
 EH0977_MARK LOGO: NGS
 EH0977_MAGNETIC: I = MARKER IS A STEEL ROD
 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_ROD/PIPE-DEPTH: 5.5 meters
 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 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 STAINLESS STEEL ROD TO A DEPTH OF 18 FT ENCASED IN A
 EH0977'PIPE 40 FT BELOW LEVEE 2 FT NORTHEAST OF A WITNESS POST.
 EH0977
 EH0977                          STATION RECOVERY (2003)
 EH0977
 EH0977'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0977'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH0761 ***********************************************************************
 EH0761  DESIGNATION -  C 223
 EH0761  PID         -  EH0761
 EH0761  STATE/COUNTY-  AR/DESHA
 EH0761  COUNTRY     -  US
 EH0761  USGS QUAD   -  LACONIA (2017)
 EH0761
 EH0761                         *CURRENT SURVEY CONTROL
 EH0761  ______________________________________________________________________
 EH0761* NAD 83(1986) POSITION- 34 05 46.     (N) 090 56 12.     (W)   SCALED
 EH0761* NAVD 88 ORTHO HEIGHT -    56.287 (meters)      184.67  (feet) ADJUSTED
 EH0761  ______________________________________________________________________
 EH0761  GEOID HEIGHT    -        -26.595 (meters)                     GEOID18
 EH0761  DYNAMIC HEIGHT  -         56.231 (meters)      184.48  (feet) COMP
 EH0761  MODELED GRAVITY -    979,642.9   (mgal)                       NAVD 88
 EH0761
 EH0761  VERT ORDER      -  FIRST     CLASS II
 EH0761
 EH0761.The horizontal coordinates were scaled from a map and have
 EH0761.an estimated accuracy of +/- 6 seconds.
 EH0761
 EH0761.The orthometric height was determined by differential leveling and
 EH0761.adjusted by the NATIONAL GEODETIC SURVEY
 EH0761.in September 2022.
 EH0761
 EH0761.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0761.GEOID18 height accuracy estimate available here.
 EH0761
 EH0761.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT903747(NAD 83)
 EH0761
 EH0761                          SUPERSEDED SURVEY CONTROL
 EH0761
 EH0761  NAVD 88 (06/15/91)   56.289  (m)          184.67   (f) SUPERSEDED  1 2
 EH0761  NGVD 29 (11/26/84)   56.338  (m)          184.84   (f) ADJUSTED    1 2
 EH0761
 EH0761.Superseded values are not recommended for survey control.
 EH0761
 EH0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0761.See file dsdata.pdf to determine how the superseded data were derived.
 EH0761
 EH0761_MARKER: DV = VERTICAL CONTROL DISK
 EH0761_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH0761_STAMPING: C 223 1976
 EH0761_MARK LOGO: NGS
 EH0761_MAGNETIC: I = MARKER IS A STEEL ROD
 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             USACE
 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 ARMY CORPS OF ENGINEERS 2000 (JMH)
 EH0761'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1044 ***********************************************************************
 EH1044  DESIGNATION -  C 224
 EH1044  PID         -  EH1044
 EH1044  STATE/COUNTY-  AR/PHILLIPS
 EH1044  COUNTRY     -  US
 EH1044  USGS QUAD   -  MARVELL (2017)
 EH1044
 EH1044                         *CURRENT SURVEY CONTROL
 EH1044  ______________________________________________________________________
 EH1044* NAD 83(1986) POSITION- 34 31 58.     (N) 090 57 21.     (W)   SCALED
 EH1044* NAVD 88 ORTHO HEIGHT -    56.774 (meters)      186.27  (feet) ADJUSTED
 EH1044  ______________________________________________________________________
 EH1044  GEOID HEIGHT    -        -26.898 (meters)                     GEOID18
 EH1044  DYNAMIC HEIGHT  -         56.719 (meters)      186.09  (feet) COMP
 EH1044  MODELED GRAVITY -    979,672.7   (mgal)                       NAVD 88
 EH1044
 EH1044  VERT ORDER      -  FIRST     CLASS II
 EH1044
 EH1044.The horizontal coordinates were scaled from a map and have
 EH1044.an estimated accuracy of +/- 6 seconds.
 EH1044
 EH1044.The orthometric height was determined by differential leveling and
 EH1044.adjusted by the NATIONAL GEODETIC SURVEY
 EH1044.in August 1993.
 EH1044
 EH1044.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1044.GEOID18 height accuracy estimate available here.
 EH1044
 EH1044.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU876231(NAD 83)
 EH1044
 EH1044                          SUPERSEDED SURVEY CONTROL
 EH1044
 EH1044  NAVD 88 (06/15/91)   56.769  (m)          186.25   (f) SUPERSEDED  1 2
 EH1044  NGVD 29 (11/26/84)   56.808  (m)          186.38   (f) ADJUSTED    1 2
 EH1044
 EH1044.Superseded values are not recommended for survey control.
 EH1044
 EH1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1044.See file dsdata.pdf to determine how the superseded data were derived.
 EH1044
 EH1044_MARKER: DV = VERTICAL CONTROL 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_MARK LOGO: NGS
 EH1044_MAGNETIC: I = MARKER IS A STEEL ROD
 EH1044_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1448 ***********************************************************************
 EH1448  DESIGNATION -  C 225
 EH1448  PID         -  EH1448
 EH1448  STATE/COUNTY-  AR/DESHA
 EH1448  COUNTRY     -  US
 EH1448  USGS QUAD   -  SNOW LAKE (2017)
 EH1448
 EH1448                         *CURRENT SURVEY CONTROL
 EH1448  ______________________________________________________________________
 EH1448* NAD 83(1986) POSITION- 34 00 53.     (N) 091 06 36.     (W)   SCALED
 EH1448* NAVD 88 ORTHO HEIGHT -    51.409 (meters)      168.66  (feet) ADJUSTED
 EH1448  ______________________________________________________________________
 EH1448  GEOID HEIGHT    -        -26.449 (meters)                     GEOID18
 EH1448  DYNAMIC HEIGHT  -         51.358 (meters)      168.50  (feet) COMP
 EH1448  MODELED GRAVITY -    979,640.8   (mgal)                       NAVD 88
 EH1448
 EH1448  VERT ORDER      -  FIRST     CLASS II
 EH1448
 EH1448.The horizontal coordinates were scaled from a map and have
 EH1448.an estimated accuracy of +/- 6 seconds.
 EH1448
 EH1448.The orthometric height was determined by differential leveling and
 EH1448.adjusted by the NATIONAL GEODETIC SURVEY
 EH1448.in September 2022.
 EH1448
 EH1448.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1448.GEOID18 height accuracy estimate available here.
 EH1448
 EH1448.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT745653(NAD 83)
 EH1448
 EH1448                          SUPERSEDED SURVEY CONTROL
 EH1448
 EH1448  NAVD 88 (06/15/91)   51.406  (m)          168.65   (f) SUPERSEDED  1 2
 EH1448  NGVD 29 (11/26/84)   51.459  (m)          168.83   (f) ADJUSTED    1 2
 EH1448
 EH1448.Superseded values are not recommended for survey control.
 EH1448
 EH1448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1448.See file dsdata.pdf to determine how the superseded data were derived.
 EH1448
 EH1448_MARKER: DV = VERTICAL CONTROL 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_MAGNETIC: I = MARKER IS A STEEL ROD
 EH1448_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1322 ***********************************************************************
 EH1322  DESIGNATION -  C 226
 EH1322  PID         -  EH1322
 EH1322  STATE/COUNTY-  AR/ARKANSAS
 EH1322  COUNTRY     -  US
 EH1322  USGS QUAD   -  TICHNOR (2017)
 EH1322
 EH1322                         *CURRENT SURVEY CONTROL
 EH1322  ______________________________________________________________________
 EH1322* NAD 83(1986) POSITION- 34 09 50.     (N) 091 21 56.     (W)   SCALED
 EH1322* NAVD 88 ORTHO HEIGHT -    56.800 (meters)      186.35  (feet) ADJUSTED
 EH1322  ______________________________________________________________________
 EH1322  GEOID HEIGHT    -        -26.257 (meters)                     GEOID18
 EH1322  DYNAMIC HEIGHT  -         56.744 (meters)      186.17  (feet) COMP
 EH1322  MODELED GRAVITY -    979,658.2   (mgal)                       NAVD 88
 EH1322
 EH1322  VERT ORDER      -  FIRST     CLASS II
 EH1322
 EH1322.The horizontal coordinates were scaled from a map and have
 EH1322.an estimated accuracy of +/- 6 seconds.
 EH1322
 EH1322.The orthometric height was determined by differential leveling and
 EH1322.adjusted by the NATIONAL GEODETIC SURVEY
 EH1322.in August 1993.
 EH1322
 EH1322.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1322.GEOID18 height accuracy estimate available here.
 EH1322
 EH1322.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT506815(NAD 83)
 EH1322
 EH1322                          SUPERSEDED SURVEY CONTROL
 EH1322
 EH1322  NAVD 88 (06/15/91)   56.775  (m)          186.27   (f) SUPERSEDED  1 2
 EH1322  NGVD 29 (11/26/84)   56.841  (m)          186.49   (f) ADJUSTED    1 2
 EH1322
 EH1322.Superseded values are not recommended for survey control.
 EH1322
 EH1322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1322.See file dsdata.pdf to determine how the superseded data were derived.
 EH1322
 EH1322_MARKER: DV = VERTICAL CONTROL 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_MARK LOGO: NGS
 EH1322_MAGNETIC: I = MARKER IS A STEEL ROD
 EH1322_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 DL0811 ***********************************************************************
 DL0811  DESIGNATION -  C 23
 DL0811  PID         -  DL0811
 DL0811  STATE/COUNTY-  AR/MILLER
 DL0811  COUNTRY     -  US
 DL0811  USGS QUAD   -  GARLAND (2017)
 DL0811
 DL0811                         *CURRENT SURVEY CONTROL
 DL0811  ______________________________________________________________________
 DL0811* NAD 83(1986) POSITION- 33 21 45.     (N) 093 42 29.     (W)   SCALED
 DL0811* NAVD 88 ORTHO HEIGHT -    71.517 (meters)      234.64  (feet) ADJUSTED
 DL0811  ______________________________________________________________________
 DL0811  GEOID HEIGHT    -        -26.799 (meters)                     GEOID18
 DL0811  DYNAMIC HEIGHT  -         71.441 (meters)      234.39  (feet) COMP
 DL0811  MODELED GRAVITY -    979,567.7   (mgal)                       NAVD 88
 DL0811
 DL0811  VERT ORDER      -  FIRST     CLASS II
 DL0811
 DL0811.The horizontal coordinates were scaled from a map and have
 DL0811.an estimated accuracy of +/- 6 seconds.
 DL0811
 DL0811.The orthometric height was determined by differential leveling and
 DL0811.adjusted by the NATIONAL GEODETIC SURVEY
 DL0811.in June 1991.
 DL0811
 DL0811.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0811.GEOID18 height accuracy estimate available here.
 DL0811
 DL0811.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS341916(NAD 83)
 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
 DL0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0811.See file dsdata.pdf to determine how the superseded data were derived.
 DL0811
 DL0811_MARKER: DB = BENCH MARK DISK
 DL0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0811_STAMPING: C 23 1932
 DL0811_MARK LOGO: CGS
 DL0811_PROJECTION: RECESSED 15 CENTIMETERS
 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             CGS
 DL0811  HISTORY     - 1985     MARK NOT FOUND   NGS
 DL0811
 DL0811                          STATION DESCRIPTION
 DL0811
 DL0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1397 ***********************************************************************
 EJ1397  DESIGNATION -  C 24
 EJ1397  PID         -  EJ1397
 EJ1397  STATE/COUNTY-  AR/MONTGOMERY
 EJ1397  COUNTRY     -  US
 EJ1397  USGS QUAD   -  MOUNT IDA (2017)
 EJ1397
 EJ1397                         *CURRENT SURVEY CONTROL
 EJ1397  ______________________________________________________________________
 EJ1397* NAD 83(1986) POSITION- 34 30 23.     (N) 093 40 59.     (W)   SCALED
 EJ1397* NAVD 88 ORTHO HEIGHT -   259.666 (meters)      851.92  (feet) ADJUSTED
 EJ1397  ______________________________________________________________________
 EJ1397  GEOID HEIGHT    -        -28.432 (meters)                     GEOID18
 EJ1397  DYNAMIC HEIGHT  -        259.403 (meters)      851.06  (feet) COMP
 EJ1397  MODELED GRAVITY -    979,613.9   (mgal)                       NAVD 88
 EJ1397
 EJ1397  VERT ORDER      -  SECOND    CLASS 0
 EJ1397
 EJ1397.The horizontal coordinates were scaled from a map and have
 EJ1397.an estimated accuracy of +/- 6 seconds.
 EJ1397
 EJ1397.The orthometric height was determined by differential leveling and
 EJ1397.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1397.in June 1991.
 EJ1397
 EJ1397.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1397.GEOID18 height accuracy estimate available here.
 EJ1397
 EJ1397.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU372185(NAD 83)
 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
 EJ1397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1397.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1397
 EJ1397_MARKER: DB = BENCH MARK DISK
 EJ1397_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EJ1397_SP_SET: CULVERT HEADWALL
 EJ1397_STAMPING: 851.750 C 24 1932
 EJ1397_MARK LOGO: CGS
 EJ1397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1397+STABILITY: SURFACE MOTION
 EJ1397
 EJ1397  HISTORY     - Date     Condition        Report By
 EJ1397  HISTORY     - 1932     MONUMENTED       CGS
 EJ1397  HISTORY     - 1961     GOOD             CGS
 EJ1397
 EJ1397                          STATION DESCRIPTION
 EJ1397
 EJ1397'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DK0993 ***********************************************************************
 DK0993  DESIGNATION -  C 243
 DK0993  PID         -  DK0993
 DK0993  STATE/COUNTY-  AR/DESHA
 DK0993  COUNTRY     -  US
 DK0993  USGS QUAD   -  MCGEHEE SOUTH (2017)
 DK0993
 DK0993                         *CURRENT SURVEY CONTROL
 DK0993  ______________________________________________________________________
 DK0993* NAD 83(1986) POSITION- 33 35 08.     (N) 091 24 22.     (W)   SCALED
 DK0993* NAVD 88 ORTHO HEIGHT -    42.441 (meters)      139.24  (feet) ADJUSTED
 DK0993  ______________________________________________________________________
 DK0993  GEOID HEIGHT    -        -26.185 (meters)                     GEOID18
 DK0993  DYNAMIC HEIGHT  -         42.397 (meters)      139.10  (feet) COMP
 DK0993  MODELED GRAVITY -    979,603.3   (mgal)                       NAVD 88
 DK0993
 DK0993  VERT ORDER      -  FIRST     CLASS II
 DK0993
 DK0993.The horizontal coordinates were scaled from a map and have
 DK0993.an estimated accuracy of +/- 6 seconds.
 DK0993
 DK0993.The orthometric height was determined by differential leveling and
 DK0993.adjusted by the NATIONAL GEODETIC SURVEY
 DK0993.in June 1991.
 DK0993
 DK0993.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK0993.GEOID18 height accuracy estimate available here.
 DK0993
 DK0993.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT479173(NAD 83)
 DK0993
 DK0993                          SUPERSEDED SURVEY CONTROL
 DK0993
 DK0993  NGVD 29 (11/26/84)   42.559  (m)          139.63   (f) ADJUSTED    1 2
 DK0993
 DK0993.Superseded values are not recommended for survey control.
 DK0993
 DK0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0993.See file dsdata.pdf to determine how the superseded data were derived.
 DK0993
 DK0993_MARKER: DB = BENCH MARK DISK
 DK0993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0993_STAMPING: C 243 1939
 DK0993_MARK LOGO: CGS
 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 DEPARTMENT OF TRANSPORTATION 2003
 DK0993'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0883 ***********************************************************************
 EJ0883  DESIGNATION -  C 244
 EJ0883  PID         -  EJ0883
 EJ0883  STATE/COUNTY-  AR/SALINE
 EJ0883  COUNTRY     -  US
 EJ0883  USGS QUAD   -  LONSDALE NE (2017)
 EJ0883
 EJ0883                         *CURRENT SURVEY CONTROL
 EJ0883  ______________________________________________________________________
 EJ0883* NAD 83(1986) POSITION- 34 43 28.     (N) 092 45 08.     (W)   SCALED
 EJ0883* NAVD 88 ORTHO HEIGHT -   166.328 (meters)      545.69  (feet) ADJUSTED
 EJ0883  ______________________________________________________________________
 EJ0883  GEOID HEIGHT    -        -27.224 (meters)                     GEOID18
 EJ0883  DYNAMIC HEIGHT  -        166.167 (meters)      545.17  (feet) COMP
 EJ0883  MODELED GRAVITY -    979,666.7   (mgal)                       NAVD 88
 EJ0883
 EJ0883  VERT ORDER      -  SECOND    CLASS 0
 EJ0883
 EJ0883.The horizontal coordinates were scaled from a map and have
 EJ0883.an estimated accuracy of +/- 6 seconds.
 EJ0883
 EJ0883.The orthometric height was determined by differential leveling and
 EJ0883.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0883.in June 1991.
 EJ0883
 EJ0883.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0883.GEOID18 height accuracy estimate available here.
 EJ0883
 EJ0883.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU226425(NAD 83)
 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
 EJ0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0883.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0883
 EJ0883_MARKER: DB = BENCH MARK DISK
 EJ0883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0883_STAMPING: C 244 1939
 EJ0883_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0551 ***********************************************************************
 FG0551  DESIGNATION -  C 245
 FG0551  PID         -  FG0551
 FG0551  STATE/COUNTY-  AR/VAN BUREN
 FG0551  COUNTRY     -  US
 FG0551  USGS QUAD   -  CLINTON (2017)
 FG0551
 FG0551                         *CURRENT SURVEY CONTROL
 FG0551  ______________________________________________________________________
 FG0551* NAD 83(1986) POSITION- 35 36 38.     (N) 092 29 29.     (W)   SCALED
 FG0551* NAVD 88 ORTHO HEIGHT -   349.884 (meters)     1147.91  (feet) ADJUSTED
 FG0551  ______________________________________________________________________
 FG0551  GEOID HEIGHT    -        -27.938 (meters)                     GEOID18
 FG0551  DYNAMIC HEIGHT  -        349.557 (meters)     1146.84  (feet) COMP
 FG0551  MODELED GRAVITY -    979,689.3   (mgal)                       NAVD 88
 FG0551
 FG0551  VERT ORDER      -  SECOND    CLASS 0
 FG0551
 FG0551.The horizontal coordinates were scaled from a map and have
 FG0551.an estimated accuracy of +/- 6 seconds.
 FG0551
 FG0551.The orthometric height was determined by differential leveling and
 FG0551.adjusted by the NATIONAL GEODETIC SURVEY
 FG0551.in June 1991.
 FG0551
 FG0551.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0551.GEOID18 height accuracy estimate available here.
 FG0551
 FG0551.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV460408(NAD 83)
 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
 FG0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0551.See file dsdata.pdf to determine how the superseded data were derived.
 FG0551
 FG0551_MARKER: DB = BENCH MARK DISK
 FG0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0551_STAMPING: C 245 1939
 FG0551_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1140 ***********************************************************************
 FF1140  DESIGNATION -  C 246
 FF1140  PID         -  FF1140
 FF1140  STATE/COUNTY-  AR/JACKSON
 FF1140  COUNTRY     -  US
 FF1140  USGS QUAD   -  AUVERGNE (2017)
 FF1140
 FF1140                         *CURRENT SURVEY CONTROL
 FF1140  ______________________________________________________________________
 FF1140* NAD 83(1986) POSITION- 35 34 42.     (N) 091 09 45.     (W)   SCALED
 FF1140* NAVD 88 ORTHO HEIGHT -    68.428 (meters)      224.50  (feet) ADJUSTED
 FF1140  ______________________________________________________________________
 FF1140  GEOID HEIGHT    -        -27.526 (meters)                     GEOID18
 FF1140  DYNAMIC HEIGHT  -         68.368 (meters)      224.30  (feet) COMP
 FF1140  MODELED GRAVITY -    979,766.5   (mgal)                       NAVD 88
 FF1140
 FF1140  VERT ORDER      -  SECOND    CLASS 0
 FF1140
 FF1140.The horizontal coordinates were scaled from a map and have
 FF1140.an estimated accuracy of +/- 6 seconds.
 FF1140
 FF1140.The orthometric height was determined by differential leveling and
 FF1140.adjusted by the NATIONAL GEODETIC SURVEY
 FF1140.in June 1991.
 FF1140
 FF1140.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1140.GEOID18 height accuracy estimate available here.
 FF1140
 FF1140.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV664387(NAD 83)
 FF1140
 FF1140                          SUPERSEDED SURVEY CONTROL
 FF1140
 FF1140  NGVD 29 (11/26/84)   68.363  (m)          224.29   (f) ADJUSTED    2 0
 FF1140
 FF1140.Superseded values are not recommended for survey control.
 FF1140
 FF1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1140.See file dsdata.pdf to determine how the superseded data were derived.
 FF1140
 FF1140_MARKER: DB = BENCH MARK DISK
 FF1140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1140_STAMPING: C 246 1938
 FF1140_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 DL0034 ***********************************************************************
 DL0034  DESIGNATION -  C 247
 DL0034  PID         -  DL0034
 DL0034  STATE/COUNTY-  AR/CALHOUN
 DL0034  COUNTRY     -  US
 DL0034  USGS QUAD   -  HAMPTON (2017)
 DL0034
 DL0034                         *CURRENT SURVEY CONTROL
 DL0034  ______________________________________________________________________
 DL0034* NAD 83(1986) POSITION- 33 31 56.     (N) 092 22 49.     (W)   SCALED
 DL0034* NAVD 88 ORTHO HEIGHT -    61.914 (meters)      203.13  (feet) ADJUSTED
 DL0034  ______________________________________________________________________
 DL0034  GEOID HEIGHT    -        -26.087 (meters)                     GEOID18
 DL0034  DYNAMIC HEIGHT  -         61.850 (meters)      202.92  (feet) COMP
 DL0034  MODELED GRAVITY -    979,598.6   (mgal)                       NAVD 88
 DL0034
 DL0034  VERT ORDER      -  SECOND    CLASS 0
 DL0034
 DL0034.The horizontal coordinates were scaled from a map and have
 DL0034.an estimated accuracy of +/- 6 seconds.
 DL0034
 DL0034.The orthometric height was determined by differential leveling and
 DL0034.adjusted by the NATIONAL GEODETIC SURVEY
 DL0034.in June 1991.
 DL0034
 DL0034.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0034.GEOID18 height accuracy estimate available here.
 DL0034
 DL0034.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT575104(NAD 83)
 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
 DL0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0034.See file dsdata.pdf to determine how the superseded data were derived.
 DL0034
 DL0034_MARKER: DB = BENCH MARK DISK
 DL0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0034_STAMPING: C 247 1938
 DL0034_MARK LOGO: CGS
 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             CGS
 DL0034  HISTORY     - 20130702 MARK NOT FOUND   ARHD
 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 COAST AND GEODETIC SURVEY 1964
 DL0034'RECOVERED IN GOOD CONDITION.
 DL0034
 DL0034                          STATION RECOVERY (2013)
 DL0034
 DL0034'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (JDH)
 DL0034'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0695 ***********************************************************************
 FG0695  DESIGNATION -  C 248
 FG0695  PID         -  FG0695
 FG0695  STATE/COUNTY-  AR/VAN BUREN
 FG0695  COUNTRY     -  US
 FG0695  USGS QUAD   -  REX (2017)
 FG0695
 FG0695                         *CURRENT SURVEY CONTROL
 FG0695  ______________________________________________________________________
 FG0695* NAD 83(1986) POSITION- 35 35 45.     (N) 092 37 50.     (W)   SCALED
 FG0695* NAVD 88 ORTHO HEIGHT -   377.142 (meters)     1237.34  (feet) ADJUSTED
 FG0695  ______________________________________________________________________
 FG0695  GEOID HEIGHT    -        -28.041 (meters)                     GEOID18
 FG0695  DYNAMIC HEIGHT  -        376.785 (meters)     1236.17  (feet) COMP
 FG0695  MODELED GRAVITY -    979,675.8   (mgal)                       NAVD 88
 FG0695
 FG0695  VERT ORDER      -  SECOND    CLASS 0
 FG0695
 FG0695.The horizontal coordinates were scaled from a map and have
 FG0695.an estimated accuracy of +/- 6 seconds.
 FG0695
 FG0695.The orthometric height was determined by differential leveling and
 FG0695.adjusted by the NATIONAL GEODETIC SURVEY
 FG0695.in June 1991.
 FG0695
 FG0695.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0695.GEOID18 height accuracy estimate available here.
 FG0695
 FG0695.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV334391(NAD 83)
 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
 FG0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0695.See file dsdata.pdf to determine how the superseded data were derived.
 FG0695
 FG0695_MARKER: DB = BENCH MARK DISK
 FG0695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0695_STAMPING: C 248 1939
 FG0695_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1164 ***********************************************************************
 FG1164  DESIGNATION -  C 25
 FG1164  PID         -  FG1164
 FG1164  STATE/COUNTY-  AR/YELL
 FG1164  COUNTRY     -  US
 FG1164  USGS QUAD   -  OLA (2017)
 FG1164
 FG1164                         *CURRENT SURVEY CONTROL
 FG1164  ______________________________________________________________________
 FG1164* NAD 83(1986) POSITION- 35 01 22.     (N) 093 14 13.     (W)   SCALED
 FG1164* NAVD 88 ORTHO HEIGHT -   124.993 (meters)      410.08  (feet) ADJUSTED
 FG1164  ______________________________________________________________________
 FG1164  GEOID HEIGHT    -        -29.262 (meters)                     GEOID18
 FG1164  DYNAMIC HEIGHT  -        124.871 (meters)      409.68  (feet) COMP
 FG1164  MODELED GRAVITY -    979,658.2   (mgal)                       NAVD 88
 FG1164
 FG1164  VERT ORDER      -  SECOND    CLASS 0
 FG1164
 FG1164.The horizontal coordinates were scaled from a map and have
 FG1164.an estimated accuracy of +/- 6 seconds.
 FG1164
 FG1164.The orthometric height was determined by differential leveling and
 FG1164.adjusted by the NATIONAL GEODETIC SURVEY
 FG1164.in June 1991.
 FG1164
 FG1164.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1164.GEOID18 height accuracy estimate available here.
 FG1164
 FG1164.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU783755(NAD 83)
 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
 FG1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1164.See file dsdata.pdf to determine how the superseded data were derived.
 FG1164
 FG1164_MARKER: DB = BENCH MARK DISK
 FG1164_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FG1164_SP_SET: CULVERT HEADWALL
 FG1164_STAMPING: 409.976 C 25 1932
 FG1164_MARK LOGO: CGS
 FG1164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1164+STABILITY: SURFACE MOTION
 FG1164
 FG1164  HISTORY     - Date     Condition        Report By
 FG1164  HISTORY     - 1932     MONUMENTED       CGS
 FG1164  HISTORY     - 1934     GOOD             CGS
 FG1164  HISTORY     - 20121212 MARK NOT FOUND   ARHD
 FG1164
 FG1164                          STATION DESCRIPTION
 FG1164
 FG1164'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (ALW)
 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 COAST AND GEODETIC SURVEY 1934
 FG1164'RECOVERED IN GOOD CONDITION.
 FG1164
 FG1164                          STATION RECOVERY (2012)
 FG1164
 FG1164'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (JDH)
 FG1164'MARK NOT FOUND
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1589 ***********************************************************************
 EH1589  DESIGNATION -  C 250
 EH1589  PID         -  EH1589
 EH1589  STATE/COUNTY-  AR/JEFFERSON
 EH1589  COUNTRY     -  US
 EH1589  USGS QUAD   -  MOSCOW (2017)
 EH1589
 EH1589                         *CURRENT SURVEY CONTROL
 EH1589  ______________________________________________________________________
 EH1589* NAD 83(1986) POSITION- 34 09 37.     (N) 091 46 04.     (W)   SCALED
 EH1589* NAVD 88 ORTHO HEIGHT -    59.484 (meters)      195.16  (feet) ADJUSTED
 EH1589  ______________________________________________________________________
 EH1589  GEOID HEIGHT    -        -25.977 (meters)                     GEOID18
 EH1589  DYNAMIC HEIGHT  -         59.426 (meters)      194.97  (feet) COMP
 EH1589  MODELED GRAVITY -    979,662.5   (mgal)                       NAVD 88
 EH1589
 EH1589  VERT ORDER      -  SECOND    CLASS 0
 EH1589
 EH1589.The horizontal coordinates were scaled from a map and have
 EH1589.an estimated accuracy of +/- 6 seconds.
 EH1589
 EH1589.The orthometric height was determined by differential leveling and
 EH1589.adjusted by the NATIONAL GEODETIC SURVEY
 EH1589.in June 1991.
 EH1589
 EH1589.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1589.GEOID18 height accuracy estimate available here.
 EH1589
 EH1589.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT135806(NAD 83)
 EH1589
 EH1589                          SUPERSEDED SURVEY CONTROL
 EH1589
 EH1589  NGVD 29 (11/26/84)   59.569  (m)          195.44   (f) ADJUSTED    2 0
 EH1589
 EH1589.Superseded values are not recommended for survey control.
 EH1589
 EH1589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1589.See file dsdata.pdf to determine how the superseded data were derived.
 EH1589
 EH1589_MARKER: DB = BENCH MARK DISK
 EH1589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1589_STAMPING: C 250 1940
 EH1589_MARK LOGO: CGS
 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 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0604 ***********************************************************************
 EJ0604  DESIGNATION -  C 252
 EJ0604  PID         -  EJ0604
 EJ0604  STATE/COUNTY-  AR/JEFFERSON
 EJ0604  COUNTRY     -  US
 EJ0604  USGS QUAD   -  WRIGHT (2017)
 EJ0604
 EJ0604                         *CURRENT SURVEY CONTROL
 EJ0604  ______________________________________________________________________
 EJ0604* NAD 83(1986) POSITION- 34 27 53.     (N) 092 03 24.     (W)   SCALED
 EJ0604* NAVD 88 ORTHO HEIGHT -    69.575 (meters)      228.26  (feet) ADJUSTED
 EJ0604  ______________________________________________________________________
 EJ0604  GEOID HEIGHT    -        -26.166 (meters)                     GEOID18
 EJ0604  DYNAMIC HEIGHT  -         69.509 (meters)      228.05  (feet) COMP
 EJ0604  MODELED GRAVITY -    979,691.3   (mgal)                       NAVD 88
 EJ0604
 EJ0604  VERT ORDER      -  SECOND    CLASS 0
 EJ0604
 EJ0604.The horizontal coordinates were scaled from a map and have
 EJ0604.an estimated accuracy of +/- 6 seconds.
 EJ0604
 EJ0604.The orthometric height was determined by differential leveling and
 EJ0604.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0604.in June 1991.
 EJ0604
 EJ0604.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0604.GEOID18 height accuracy estimate available here.
 EJ0604
 EJ0604.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU866140(NAD 83)
 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
 EJ0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0604.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0604
 EJ0604_MARKER: DB = BENCH MARK DISK
 EJ0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0604_STAMPING: C 252 1940
 EJ0604_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0198 ***********************************************************************
 EJ0198  DESIGNATION -  C 253
 EJ0198  PID         -  EJ0198
 EJ0198  STATE/COUNTY-  AR/PULASKI
 EJ0198  COUNTRY     -  US
 EJ0198  USGS QUAD   -  SWEET HOME (2017)
 EJ0198
 EJ0198                         *CURRENT SURVEY CONTROL
 EJ0198  ______________________________________________________________________
 EJ0198* NAD 83(1986) POSITION- 34 43 51.42   (N) 092 08 49.18   (W)   HD_HELD1
 EJ0198* NAVD 88 ORTHO HEIGHT -    75.923 (meters)      249.09  (feet) ADJUSTED
 EJ0198  ______________________________________________________________________
 EJ0198  GEOID HEIGHT    -        -26.606 (meters)                     GEOID18
 EJ0198  DYNAMIC HEIGHT  -         75.852 (meters)      248.86  (feet) COMP
 EJ0198  MODELED GRAVITY -    979,705.6   (mgal)                       NAVD 88
 EJ0198
 EJ0198  VERT ORDER      -  SECOND    CLASS 0
 EJ0198
 EJ0198.The horizontal coordinates were determined by differentially corrected
 EJ0198.hand held GPS observations or other comparable positioning techniques
 EJ0198.and have an estimated accuracy of +/- 3 meters.
 EJ0198
 EJ0198.The orthometric height was determined by differential leveling and
 EJ0198.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0198.in June 1991.
 EJ0198
 EJ0198.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0198.GEOID18 height accuracy estimate available here.
 EJ0198
 EJ0198.Click photographs - Photos may exist for this station.
 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     -   628,971.3     386,537.5     MT  (+/- 3 meters HH1 GPS) 
 EJ0198
 EJ0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7809343538(NAD 83)
 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
 EJ0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0198.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0198
 EJ0198_MARKER: DB = BENCH MARK DISK
 EJ0198_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EJ0198_SP_SET: CULVERT HEADWALL
 EJ0198_STAMPING: C 253 1940
 EJ0198_MARK LOGO: CGS
 EJ0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0198+STABILITY: SURFACE MOTION
 EJ0198_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EJ0198+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2014
 EJ0198
 EJ0198  HISTORY     - Date     Condition        Report By
 EJ0198  HISTORY     - 1940     MONUMENTED       CGS
 EJ0198  HISTORY     - 20070427 GOOD             PB
 EJ0198  HISTORY     - 20141120 GOOD             USACEL
 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.
 EJ0198
 EJ0198                          STATION RECOVERY (2007)
 EJ0198
 EJ0198'RECOVERY NOTE BY PBS&J 2007
 EJ0198'RECOVERED AS DESCRIBED
 EJ0198
 EJ0198                          STATION RECOVERY (2014)
 EJ0198
 EJ0198'RECOVERY NOTE BY USACE LITTLE ROCK 2014 (RED)
 EJ0198'FROM THE INTERSECTION OF INTERSTATE 440 AND US HIGHWAY 165, EAST OF
 EJ0198'NORTH LITTLE ROCK, TRAVEL ESE ON US 165, ENGLAND HIGHWAY 2.15
 EJ0198'KILOMETERS TO THE FLAP GATE AND THE MARK ON THE LEFT.  THE MARK IS ON
 EJ0198'THE WEST END OF THE HEADWALL AND THE FLAP GATE.  THE MARK IS 1
 EJ0198'KILOMETER WNW OF THE INTERSECTION OF US 165 AND BAUCUM ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1110 ***********************************************************************
 FG1110  DESIGNATION -  C 254
 FG1110  PID         -  FG1110
 FG1110  STATE/COUNTY-  AR/LOGAN
 FG1110  COUNTRY     -  US
 FG1110  USGS QUAD   -  NEW BLAINE (2017)
 FG1110
 FG1110                         *CURRENT SURVEY CONTROL
 FG1110  ______________________________________________________________________
 FG1110* NAD 83(1986) POSITION- 35 20 24.     (N) 093 26 26.     (W)   SCALED
 FG1110* NAVD 88 ORTHO HEIGHT -   120.515 (meters)      395.39  (feet) ADJUSTED
 FG1110  ______________________________________________________________________
 FG1110  GEOID HEIGHT    -        -29.462 (meters)                     GEOID18
 FG1110  DYNAMIC HEIGHT  -        120.402 (meters)      395.02  (feet) COMP
 FG1110  MODELED GRAVITY -    979,694.2   (mgal)                       NAVD 88
 FG1110
 FG1110  VERT ORDER      -  SECOND    CLASS 0
 FG1110
 FG1110.The horizontal coordinates were scaled from a map and have
 FG1110.an estimated accuracy of +/- 6 seconds.
 FG1110
 FG1110.The orthometric height was determined by differential leveling and
 FG1110.adjusted by the NATIONAL GEODETIC SURVEY
 FG1110.in June 1991.
 FG1110
 FG1110.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1110.GEOID18 height accuracy estimate available here.
 FG1110
 FG1110.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV599108(NAD 83)
 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
 FG1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1110.See file dsdata.pdf to determine how the superseded data were derived.
 FG1110
 FG1110_MARKER: DB = BENCH MARK DISK
 FG1110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1110_STAMPING: C 254 1940
 FG1110_MARK LOGO: CGS
 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             CGS
 FG1110
 FG1110                          STATION DESCRIPTION
 FG1110
 FG1110'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG1231 ***********************************************************************
 FG1231  DESIGNATION -  C 255
 FG1231  PID         -  FG1231
 FG1231  STATE/COUNTY-  AR/LOGAN
 FG1231  COUNTRY     -  US
 FG1231  USGS QUAD   -  PARIS (2017)
 FG1231
 FG1231                         *CURRENT SURVEY CONTROL
 FG1231  ______________________________________________________________________
 FG1231* NAD 83(1986) POSITION- 35 22 05.     (N) 093 43 50.     (W)   SCALED
 FG1231* NAVD 88 ORTHO HEIGHT -   110.838 (meters)      363.64  (feet) ADJUSTED
 FG1231  ______________________________________________________________________
 FG1231  GEOID HEIGHT    -        -29.572 (meters)                     GEOID18
 FG1231  DYNAMIC HEIGHT  -        110.734 (meters)      363.30  (feet) COMP
 FG1231  MODELED GRAVITY -    979,694.9   (mgal)                       NAVD 88
 FG1231
 FG1231  VERT ORDER      -  SECOND    CLASS 0
 FG1231
 FG1231.The horizontal coordinates were scaled from a map and have
 FG1231.an estimated accuracy of +/- 6 seconds.
 FG1231
 FG1231.The orthometric height was determined by differential leveling and
 FG1231.adjusted by the NATIONAL GEODETIC SURVEY
 FG1231.in June 1991.
 FG1231
 FG1231.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1231.GEOID18 height accuracy estimate available here.
 FG1231
 FG1231.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV336141(NAD 83)
 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
 FG1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1231.See file dsdata.pdf to determine how the superseded data were derived.
 FG1231
 FG1231_MARKER: DB = BENCH MARK DISK
 FG1231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1231_STAMPING: C 255 1940
 FG1231_MARK LOGO: CGS
 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             CGS
 FG1231
 FG1231                          STATION DESCRIPTION
 FG1231
 FG1231'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FH0204 ***********************************************************************
 FH0204  DESIGNATION -  C 257
 FH0204  PID         -  FH0204
 FH0204  STATE/COUNTY-  AR/SEBASTIAN
 FH0204  COUNTRY     -  US
 FH0204  USGS QUAD   -  BARLING (2017)
 FH0204
 FH0204                         *CURRENT SURVEY CONTROL
 FH0204  ______________________________________________________________________
 FH0204* NAD 83(1986) POSITION- 35 20 03.     (N) 094 18 39.     (W)   SCALED
 FH0204* NAVD 88 ORTHO HEIGHT -   145.893 (meters)      478.65  (feet) ADJUSTED
 FH0204  ______________________________________________________________________
 FH0204  GEOID HEIGHT    -        -30.181 (meters)                     GEOID18
 FH0204  DYNAMIC HEIGHT  -        145.756 (meters)      478.20  (feet) COMP
 FH0204  MODELED GRAVITY -    979,687.7   (mgal)                       NAVD 88
 FH0204
 FH0204  VERT ORDER      -  SECOND    CLASS 0
 FH0204
 FH0204.The horizontal coordinates were scaled from a map and have
 FH0204.an estimated accuracy of +/- 6 seconds.
 FH0204
 FH0204.The orthometric height was determined by differential leveling and
 FH0204.adjusted by the NATIONAL GEODETIC SURVEY
 FH0204.in June 1991.
 FH0204
 FH0204.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0204.GEOID18 height accuracy estimate available here.
 FH0204
 FH0204.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV808108(NAD 83)
 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
 FH0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0204.See file dsdata.pdf to determine how the superseded data were derived.
 FH0204
 FH0204_MARKER: DB = BENCH MARK DISK
 FH0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0204_STAMPING: C 257 1940
 FH0204_MARK LOGO: CGS
 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   CGS
 FH0204
 FH0204                          STATION DESCRIPTION
 FH0204
 FH0204'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DL1147 ***********************************************************************
 DL1147  DESIGNATION -  C 258
 DL1147  PID         -  DL1147
 DL1147  STATE/COUNTY-  AR/MILLER
 DL1147  COUNTRY     -  US
 DL1147  USGS QUAD   -  GARLAND (2017)
 DL1147
 DL1147                         *CURRENT SURVEY CONTROL
 DL1147  ______________________________________________________________________
 DL1147* NAD 83(1986) POSITION- 33 20 15.     (N) 093 42 00.     (W)   SCALED
 DL1147* NAVD 88 ORTHO HEIGHT -    69.512 (meters)      228.06  (feet) ADJUSTED
 DL1147  ______________________________________________________________________
 DL1147  GEOID HEIGHT    -        -26.766 (meters)                     GEOID18
 DL1147  DYNAMIC HEIGHT  -         69.437 (meters)      227.81  (feet) COMP
 DL1147  MODELED GRAVITY -    979,565.9   (mgal)                       NAVD 88
 DL1147
 DL1147  VERT ORDER      -  FIRST     CLASS I
 DL1147
 DL1147.The horizontal coordinates were scaled from a map and have
 DL1147.an estimated accuracy of +/- 6 seconds.
 DL1147
 DL1147.The orthometric height was determined by differential leveling and
 DL1147.adjusted by the NATIONAL GEODETIC SURVEY
 DL1147.in June 1991.
 DL1147
 DL1147.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1147.GEOID18 height accuracy estimate available here.
 DL1147
 DL1147.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS348889(NAD 83)
 DL1147
 DL1147                          SUPERSEDED SURVEY CONTROL
 DL1147
 DL1147  NGVD 29 (11/26/84)   69.542  (m)          228.16   (f) ADJUSTED    1 1
 DL1147
 DL1147.Superseded values are not recommended for survey control.
 DL1147
 DL1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1147.See file dsdata.pdf to determine how the superseded data were derived.
 DL1147
 DL1147_MARKER: DV = VERTICAL CONTROL DISK
 DL1147_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DL1147+WITH SETTING: INTO GROUND
 DL1147_STAMPING: C 258 1977
 DL1147_MARK LOGO: NGS
 DL1147_MAGNETIC: I = MARKER IS A STEEL ROD
 DL1147_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1121 ***********************************************************************
 DL1121  DESIGNATION -  C 259
 DL1121  PID         -  DL1121
 DL1121  STATE/COUNTY-  AR/MILLER
 DL1121  COUNTRY     -  US
 DL1121  USGS QUAD   -  DODDRIDGE NE (2017)
 DL1121
 DL1121                         *CURRENT SURVEY CONTROL
 DL1121  ______________________________________________________________________
 DL1121* NAD 83(1986) POSITION- 33 09 59.     (N) 093 49 51.     (W)   SCALED
 DL1121* NAVD 88 ORTHO HEIGHT -    63.876 (meters)      209.57  (feet) ADJUSTED
 DL1121  ______________________________________________________________________
 DL1121  GEOID HEIGHT    -        -26.624 (meters)                     GEOID18
 DL1121  DYNAMIC HEIGHT  -         63.807 (meters)      209.34  (feet) COMP
 DL1121  MODELED GRAVITY -    979,551.8   (mgal)                       NAVD 88
 DL1121
 DL1121  VERT ORDER      -  FIRST     CLASS I
 DL1121
 DL1121.The horizontal coordinates were scaled from a map and have
 DL1121.an estimated accuracy of +/- 6 seconds.
 DL1121
 DL1121.The orthometric height was determined by differential leveling and
 DL1121.adjusted by the NATIONAL GEODETIC SURVEY
 DL1121.in June 1991.
 DL1121
 DL1121.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1121.GEOID18 height accuracy estimate available here.
 DL1121
 DL1121.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS225700(NAD 83)
 DL1121
 DL1121                          SUPERSEDED SURVEY CONTROL
 DL1121
 DL1121  NGVD 29 (11/26/84)   63.905  (m)          209.66   (f) ADJUSTED    1 1
 DL1121
 DL1121.Superseded values are not recommended for survey control.
 DL1121
 DL1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1121.See file dsdata.pdf to determine how the superseded data were derived.
 DL1121
 DL1121_MARKER: DV = VERTICAL CONTROL DISK
 DL1121_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL1121_SP_SET: BOX CULVERT HEADWALL
 DL1121_STAMPING: C 259 1977
 DL1121_MARK LOGO: NGS
 DL1121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1121+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0287 ***********************************************************************
 GE0287  DESIGNATION -  C 26
 GE0287  PID         -  GE0287
 GE0287  STATE/COUNTY-  AR/RANDOLPH
 GE0287  COUNTRY     -  US
 GE0287  USGS QUAD   -  MANSON (2017)
 GE0287
 GE0287                         *CURRENT SURVEY CONTROL
 GE0287  ______________________________________________________________________
 GE0287* NAD 83(1986) POSITION- 36 14 18.     (N) 090 57 42.     (W)   SCALED
 GE0287* NAVD 88 ORTHO HEIGHT -    82.491 (meters)      270.64  (feet) ADJUSTED
 GE0287  ______________________________________________________________________
 GE0287  GEOID HEIGHT    -        -28.277 (meters)                     GEOID18
 GE0287  DYNAMIC HEIGHT  -         82.424 (meters)      270.42  (feet) COMP
 GE0287  MODELED GRAVITY -    979,822.0   (mgal)                       NAVD 88
 GE0287
 GE0287  VERT ORDER      -  FIRST     CLASS II
 GE0287
 GE0287.The horizontal coordinates were scaled from a map and have
 GE0287.an estimated accuracy of +/- 6 seconds.
 GE0287
 GE0287.The orthometric height was determined by differential leveling and
 GE0287.adjusted by the NATIONAL GEODETIC SURVEY
 GE0287.in June 1991.
 GE0287
 GE0287.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0287.GEOID18 height accuracy estimate available here.
 GE0287
 GE0287.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA831123(NAD 83)
 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
 GE0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0287.See file dsdata.pdf to determine how the superseded data were derived.
 GE0287
 GE0287_MARKER: DB = BENCH MARK DISK
 GE0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0287_STAMPING: 270.419 C 26 1932
 GE0287_MARK LOGO: CGS
 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   CGS
 GE0287
 GE0287                          STATION DESCRIPTION
 GE0287
 GE0287'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DL1177 ***********************************************************************
 DL1177  DESIGNATION -  C 260
 DL1177  PID         -  DL1177
 DL1177  STATE/COUNTY-  AR/MILLER
 DL1177  COUNTRY     -  US
 DL1177  USGS QUAD   -  FULTON (2017)
 DL1177
 DL1177                         *CURRENT SURVEY CONTROL
 DL1177  ______________________________________________________________________
 DL1177* NAD 83(1986) POSITION- 33 34 12.     (N) 093 51 12.     (W)   SCALED
 DL1177* NAVD 88 ORTHO HEIGHT -    78.584 (meters)      257.82  (feet) ADJUSTED
 DL1177  ______________________________________________________________________
 DL1177  GEOID HEIGHT    -        -27.030 (meters)                     GEOID18
 DL1177  DYNAMIC HEIGHT  -         78.501 (meters)      257.55  (feet) COMP
 DL1177  MODELED GRAVITY -    979,584.2   (mgal)                       NAVD 88
 DL1177
 DL1177  VERT ORDER      -  FIRST     CLASS I
 DL1177
 DL1177.The horizontal coordinates were scaled from a map and have
 DL1177.an estimated accuracy of +/- 6 seconds.
 DL1177
 DL1177.The orthometric height was determined by differential leveling and
 DL1177.adjusted by the NATIONAL GEODETIC SURVEY
 DL1177.in June 1991.
 DL1177
 DL1177.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1177.GEOID18 height accuracy estimate available here.
 DL1177
 DL1177.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT208148(NAD 83)
 DL1177
 DL1177                          SUPERSEDED SURVEY CONTROL
 DL1177
 DL1177  NGVD 29 (11/26/84)   78.598  (m)          257.87   (f) ADJUSTED    1 1
 DL1177
 DL1177.Superseded values are not recommended for survey control.
 DL1177
 DL1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1177.See file dsdata.pdf to determine how the superseded data were derived.
 DL1177
 DL1177_MARKER: DV = VERTICAL CONTROL DISK
 DL1177_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL1177_SP_SET: BOX CULVERT HEADWALL
 DL1177_STAMPING: C 260 1977
 DL1177_MARK LOGO: NGS
 DL1177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1177+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1182 ***********************************************************************
 DL1182  DESIGNATION -  C 261
 DL1182  PID         -  DL1182
 DL1182  STATE/COUNTY-  AR/MILLER
 DL1182  COUNTRY     -  US
 DL1182  USGS QUAD   -  HOMAN (2017)
 DL1182
 DL1182                         *CURRENT SURVEY CONTROL
 DL1182  ______________________________________________________________________
 DL1182* NAD 83(1986) POSITION- 33 31 16.     (N) 093 55 26.     (W)   SCALED
 DL1182* NAVD 88 ORTHO HEIGHT -    79.220 (meters)      259.91  (feet) ADJUSTED
 DL1182  ______________________________________________________________________
 DL1182  GEOID HEIGHT    -        -26.992 (meters)                     GEOID18
 DL1182  DYNAMIC HEIGHT  -         79.136 (meters)      259.63  (feet) COMP
 DL1182  MODELED GRAVITY -    979,577.9   (mgal)                       NAVD 88
 DL1182
 DL1182  VERT ORDER      -  FIRST     CLASS I
 DL1182
 DL1182.The horizontal coordinates were scaled from a map and have
 DL1182.an estimated accuracy of +/- 6 seconds.
 DL1182
 DL1182.The orthometric height was determined by differential leveling and
 DL1182.adjusted by the NATIONAL GEODETIC SURVEY
 DL1182.in June 1991.
 DL1182
 DL1182.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1182.GEOID18 height accuracy estimate available here.
 DL1182
 DL1182.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT142094(NAD 83)
 DL1182
 DL1182                          SUPERSEDED SURVEY CONTROL
 DL1182
 DL1182  NGVD 29 (11/26/84)   79.234  (m)          259.95   (f) ADJUSTED    1 1
 DL1182
 DL1182.Superseded values are not recommended for survey control.
 DL1182
 DL1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1182.See file dsdata.pdf to determine how the superseded data were derived.
 DL1182
 DL1182_MARKER: DV = VERTICAL CONTROL DISK
 DL1182_SP_SET: UNKNOWN
 DL1182_STAMPING: C 261 1977
 DL1182_MARK LOGO: NGS
 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 = MARCH 20, 2026 22:17:28 EDT
 GG0082 ***********************************************************************
 GG0082  DESIGNATION -  C 27
 GG0082  PID         -  GG0082
 GG0082  STATE/COUNTY-  AR/WASHINGTON
 GG0082  COUNTRY     -  US
 GG0082  USGS QUAD   -  FAYETTEVILLE (2017)
 GG0082
 GG0082                         *CURRENT SURVEY CONTROL
 GG0082  ______________________________________________________________________
 GG0082* NAD 83(1986) POSITION- 36 04 41.97   (N) 094 10 05.61   (W)   HD_HELD1
 GG0082* NAVD 88 ORTHO HEIGHT -   402.205 (meters)     1319.57  (feet) ADJUSTED
 GG0082  ______________________________________________________________________
 GG0082  GEOID HEIGHT    -        -28.075 (meters)                     GEOID18
 GG0082  DYNAMIC HEIGHT  -        401.844 (meters)     1318.38  (feet) COMP
 GG0082  MODELED GRAVITY -    979,722.1   (mgal)                       NAVD 88
 GG0082
 GG0082  VERT ORDER      -  FIRST     CLASS II
 GG0082
 GG0082.The horizontal coordinates were determined by differentially corrected
 GG0082.hand held GPS observations or other comparable positioning techniques
 GG0082.and have an estimated accuracy of +/- 3 meters.
 GG0082
 GG0082.The orthometric height was determined by differential leveling and
 GG0082.adjusted by the NATIONAL GEODETIC SURVEY
 GG0082.in June 1991.
 GG0082
 GG0082.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0082.GEOID18 height accuracy estimate available here.
 GG0082
 GG0082.Click photographs - Photos may exist for this station.
 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     -   195,746.4     204,719.4     MT  (+/- 3 meters HH1 GPS) 
 GG0082
 GG0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9481293267(NAD 83)
 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
 GG0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0082.See file dsdata.pdf to determine how the superseded data were derived.
 GG0082
 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_MAGNETIC: N = NO MAGNETIC MATERIAL
 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 - January 31, 2013
 GG0082
 GG0082  HISTORY     - Date     Condition        Report By
 GG0082  HISTORY     - 1932     MONUMENTED       CGS
 GG0082  HISTORY     - 1960     GOOD             CGS
 GG0082  HISTORY     - 19891114 GOOD             NGS
 GG0082  HISTORY     - 19980226 GOOD             ARHD
 GG0082  HISTORY     - 20130131 GOOD             ARHD
 GG0082
 GG0082                          STATION DESCRIPTION
 GG0082
 GG0082'DESCRIBED BY COAST AND 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 DEPARTMENT OF TRANSPORTATION 1998
 GG0082'RECOVERED IN GOOD CONDITION.
 GG0082
 GG0082                          STATION RECOVERY (2013)
 GG0082
 GG0082'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (JDH)
 GG0082'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FH0036 ***********************************************************************
 FH0036  DESIGNATION -  C 28
 FH0036  PID         -  FH0036
 FH0036  STATE/COUNTY-  AR/CRAWFORD
 FH0036  COUNTRY     -  US
 FH0036  USGS QUAD   -  MOUNTAINBURG (2017)
 FH0036
 FH0036                         *CURRENT SURVEY CONTROL
 FH0036  ______________________________________________________________________
 FH0036* NAD 83(1986) POSITION- 35 39 12.     (N) 094 10 02.     (W)   SCALED
 FH0036* NAVD 88 ORTHO HEIGHT -   229.270 (meters)      752.20  (feet) ADJUSTED
 FH0036  ______________________________________________________________________
 FH0036  GEOID HEIGHT    -        -28.752 (meters)                     GEOID18
 FH0036  DYNAMIC HEIGHT  -        229.058 (meters)      751.50  (feet) COMP
 FH0036  MODELED GRAVITY -    979,700.9   (mgal)                       NAVD 88
 FH0036
 FH0036  VERT ORDER      -  FIRST     CLASS II
 FH0036
 FH0036.The horizontal coordinates were scaled from a map and have
 FH0036.an estimated accuracy of +/- 6 seconds.
 FH0036
 FH0036.The orthometric height was determined by differential leveling and
 FH0036.adjusted by the NATIONAL GEODETIC SURVEY
 FH0036.in June 1991.
 FH0036
 FH0036.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0036.GEOID18 height accuracy estimate available here.
 FH0036
 FH0036.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV943461(NAD 83)
 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
 FH0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0036.See file dsdata.pdf to determine how the superseded data were derived.
 FH0036
 FH0036_MARKER: DB = BENCH MARK DISK
 FH0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 SUITABLE FOR
 FH0036+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2015
 FH0036
 FH0036  HISTORY     - Date     Condition        Report By
 FH0036  HISTORY     - 1932     MONUMENTED       CGS
 FH0036  HISTORY     - 1959     GOOD             CGS
 FH0036  HISTORY     - 19891109 GOOD             NGS
 FH0036  HISTORY     - 20151103 GOOD             JCLS
 FH0036
 FH0036                          STATION DESCRIPTION
 FH0036
 FH0036'DESCRIBED BY COAST AND 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.
 FH0036
 FH0036                          STATION RECOVERY (2015)
 FH0036
 FH0036'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2015 (MRY)
 FH0036'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1658 ***********************************************************************
 EJ1658  DESIGNATION -  C 287
 EJ1658  PID         -  EJ1658
 EJ1658  STATE/COUNTY-  AR/PULASKI
 EJ1658  COUNTRY     -  US
 EJ1658  USGS QUAD   -  NORTH LITTLE ROCK (2017)
 EJ1658
 EJ1658                         *CURRENT SURVEY CONTROL
 EJ1658  ______________________________________________________________________
 EJ1658* NAD 83(1986) POSITION- 34 45 19.     (N) 092 16 53.     (W)   SCALED
 EJ1658* NAVD 88 ORTHO HEIGHT -    76.920 (meters)      252.36  (feet) ADJUSTED
 EJ1658  ______________________________________________________________________
 EJ1658  GEOID HEIGHT    -        -26.671 (meters)                     GEOID18
 EJ1658  DYNAMIC HEIGHT  -         76.849 (meters)      252.13  (feet) COMP
 EJ1658  MODELED GRAVITY -    979,709.7   (mgal)                       NAVD 88
 EJ1658
 EJ1658  VERT ORDER      -  FIRST     CLASS II
 EJ1658
 EJ1658.The horizontal coordinates were scaled from a map and have
 EJ1658.an estimated accuracy of +/- 6 seconds.
 EJ1658
 EJ1658.The orthometric height was determined by differential leveling and
 EJ1658.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1658.in September 2023.
 EJ1658
 EJ1658.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1658.GEOID18 height accuracy estimate available here.
 EJ1658
 EJ1658.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU657461(NAD 83)
 EJ1658
 EJ1658                          SUPERSEDED SURVEY CONTROL
 EJ1658
 EJ1658  NAVD 88 (06/15/91)   76.898  (m)          252.29   (f) SUPERSEDED  1 2
 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
 EJ1658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1658.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1658
 EJ1658_MARKER: DV = VERTICAL CONTROL 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1637 ***********************************************************************
 EJ1637  DESIGNATION -  C 288
 EJ1637  PID         -  EJ1637
 EJ1637  STATE/COUNTY-  AR/JEFFERSON
 EJ1637  COUNTRY     -  US
 EJ1637  USGS QUAD   -  REDFIELD (2017)
 EJ1637
 EJ1637                         *CURRENT SURVEY CONTROL
 EJ1637  ______________________________________________________________________
 EJ1637* NAD 83(1986) POSITION- 34 24 35.6    (N) 092 10 16.8    (W)   HD_HELD2
 EJ1637* NAVD 88 ORTHO HEIGHT -   101.933 (meters)      334.43  (feet) ADJUSTED
 EJ1637  ______________________________________________________________________
 EJ1637  GEOID HEIGHT    -        -26.063 (meters)                     GEOID18
 EJ1637  DYNAMIC HEIGHT  -        101.836 (meters)      334.11  (feet) COMP
 EJ1637  MODELED GRAVITY -    979,684.2   (mgal)                       NAVD 88
 EJ1637
 EJ1637  VERT ORDER      -  FIRST     CLASS II
 EJ1637
 EJ1637.The horizontal coordinates were established by autonomous hand held GPS
 EJ1637.observations and have an estimated accuracy of +/- 10 meters.
 EJ1637
 EJ1637.The orthometric height was determined by differential leveling and
 EJ1637.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1637.in June 1991.
 EJ1637
 EJ1637.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1637.GEOID18 height accuracy estimate available here.
 EJ1637
 EJ1637.Click photographs - Photos may exist for this station.
 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     -   593,360.      384,249.      MT  (+/- 10 meters HH2 GPS)
 EJ1637
 EJ1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7615707916(NAD 83)
 EJ1637
 EJ1637                          SUPERSEDED SURVEY CONTROL
 EJ1637
 EJ1637.No superseded survey control is available for this station.
 EJ1637
 EJ1637_MARKER: F = FLANGE-ENCASED ROD
 EJ1637_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EJ1637_STAMPING: C 288 1984
 EJ1637_MARK LOGO: NGS
 EJ1637_PROJECTION: FLUSH
 EJ1637_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1637_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EJ1637+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2012
 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  HISTORY     - 20120306 GOOD             JCLS
 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.
 EJ1637
 EJ1637                          STATION RECOVERY (2012)
 EJ1637
 EJ1637'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2012 (MRY)
 EJ1637'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DG5300 ***********************************************************************
 DG5300  HT_MOD      -  This is a Height Modernization Survey Station.
 DG5300  DESIGNATION -  C 288X
 DG5300  PID         -  DG5300
 DG5300  STATE/COUNTY-  AR/JEFFERSON
 DG5300  COUNTRY     -  US
 DG5300  USGS QUAD   -  REDFIELD (2017)
 DG5300
 DG5300                         *CURRENT SURVEY CONTROL
 DG5300  ______________________________________________________________________
 DG5300* NAD 83(2011) POSITION- 34 24 36.11682(N) 092 10 18.87368(W)   ADJUSTED
 DG5300* NAD 83(2011) ELLIP HT-    74.877 (meters)        (06/27/12)   ADJUSTED
 DG5300* NAD 83(2011) EPOCH   -  2010.00
 DG5300* NAVD 88 ORTHO HEIGHT -   100.99  (meters)      331.3   (feet) GPS OBS
 DG5300  ______________________________________________________________________
 DG5300  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DG5300  GEOID HEIGHT    -        -26.066 (meters)                     GEOID03
 DG5300  GEOID HEIGHT    -        -26.063 (meters)                     GEOID18
 DG5300  NAD 83(2011) X  -   -199,636.674 (meters)                     COMP
 DG5300  NAD 83(2011) Y  - -5,263,967.199 (meters)                     COMP
 DG5300  NAD 83(2011) Z  -  3,584,104.911 (meters)                     COMP
 DG5300  LAPLACE CORR    -         -0.45  (seconds)                    DEFLEC18
 DG5300
 DG5300  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG5300  Standards:
 DG5300         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG5300            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG5300  -------------------------------------------------------------------
 DG5300  NETWORK    1.15   1.71           0.48   0.46   0.87     -0.03257942
 DG5300  -------------------------------------------------------------------
 DG5300  Click here for local accuracies and other accuracy information.
 DG5300
 DG5300.The horizontal coordinates were established by GPS observations
 DG5300.and adjusted by the National Geodetic Survey in June 2012.
 DG5300
 DG5300.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG5300.been affixed to the stable North American tectonic plate. See 
 DG5300.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG5300
 DG5300.The horizontal coordinates are valid at the epoch date displayed above
 DG5300.which is a decimal equivalence of Year/Month/Day.
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG5300.GEOID18 height accuracy estimate available here.
 DG5300
 DG5300.Click photographs - Photos may exist for this station.
 DG5300
 DG5300.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5300
 DG5300.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG5300
 DG5300.The ellipsoidal height was determined by GPS observations
 DG5300.and is referenced to NAD 83.
 DG5300
 DG5300. The following values were computed from the NAD 83(2011) position.
 DG5300
 DG5300;                    North         East     Units Scale Factor Converg.
 DG5300;SPC AR S     -   593,375.949   384,195.864   MT  0.99993989   -0 05 46.4
 DG5300;SPC AR S     - 1,946,767.59  1,260,482.60   sFT  0.99993989   -0 05 46.4
 DG5300;UTM  15      - 3,807,931.886   576,103.948   MT  0.99967139   +0 28 04.7
 DG5300
 DG5300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5300!SPC AR S     -   0.99998825  x   0.99993989  =   0.99992814
 DG5300!UTM  15      -   0.99998825  x   0.99967139  =   0.99965964
 DG5300
 DG5300_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7610307931(NAD 83)
 DG5300
 DG5300                          SUPERSEDED SURVEY CONTROL
 DG5300
 DG5300  NAD 83(2007)-  34 24 36.11683(N)    092 10 18.87469(W) AD(2002.00) 0
 DG5300  ELLIP H (02/10/07)   74.899  (m)                       GP(2002.00)    
 DG5300  NAD 83(1997)-  34 24 36.11664(N)    092 10 18.87407(W) AD(       ) 1
 DG5300  ELLIP H (04/05/04)   74.900  (m)                       GP(       ) 2 1
 DG5300  NAVD 88 (04/05/04)  100.9    (m)  GEOID99  model used  GPS OBS        
 DG5300
 DG5300.Superseded values are not recommended for survey control.
 DG5300
 DG5300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5300.See file dsdata.pdf to determine how the superseded data were derived.
 DG5300
 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 - March 06, 2012
 DG5300_ROD/PIPE-DEPTH: 2.1 meters
 DG5300
 DG5300  HISTORY     - Date     Condition        Report By
 DG5300  HISTORY     - 20020717 MONUMENTED       EMCINC
 DG5300  HISTORY     - 20120306 GOOD             JCLS
 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 STAMPED
 DG5300'C288X 2002.
 DG5300
 DG5300                          STATION RECOVERY (2012)
 DG5300
 DG5300'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2012 (MRY)
 DG5300'TREE COVER HAS GROWN UP ALONG THE WEST SIDE OF THE ROAD.  STATION IS
 DG5300'VERY HEAVILY OBSTRUCTED TO THE WEST FOR GPS.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH2579 ***********************************************************************
 EH2579  DESIGNATION -  C 289
 EH2579  PID         -  EH2579
 EH2579  STATE/COUNTY-  AR/JEFFERSON
 EH2579  COUNTRY     -  US
 EH2579  USGS QUAD   -  LADD (2017)
 EH2579
 EH2579                         *CURRENT SURVEY CONTROL
 EH2579  ______________________________________________________________________
 EH2579* NAD 83(1986) POSITION- 34 11 42.09   (N) 091 56 19.12   (W)   HD_HELD1
 EH2579* NAVD 88 ORTHO HEIGHT -    62.004 (meters)      203.42  (feet) ADJUSTED
 EH2579  ______________________________________________________________________
 EH2579  GEOID HEIGHT    -        -25.961 (meters)                     GEOID18
 EH2579  DYNAMIC HEIGHT  -         61.943 (meters)      203.22  (feet) COMP
 EH2579  MODELED GRAVITY -    979,665.6   (mgal)                       NAVD 88
 EH2579
 EH2579  VERT ORDER      -  FIRST     CLASS II
 EH2579
 EH2579.The horizontal coordinates were determined by differentially corrected
 EH2579.hand held GPS observations or other comparable positioning techniques
 EH2579.and have an estimated accuracy of +/- 3 meters.
 EH2579
 EH2579.The orthometric height was determined by differential leveling and
 EH2579.adjusted by the NATIONAL GEODETIC SURVEY
 EH2579.in June 1991.
 EH2579
 EH2579.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2579.GEOID18 height accuracy estimate available here.
 EH2579
 EH2579.Click photographs - Photos may exist for this station.
 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     -   569,515.7     405,654.9     MT  (+/- 3 meters HH1 GPS) 
 EH2579
 EH2579_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT9779184289(NAD 83)
 EH2579
 EH2579                          SUPERSEDED SURVEY CONTROL
 EH2579
 EH2579.No superseded survey control is available for this station.
 EH2579
 EH2579_MARKER: F = FLANGE-ENCASED ROD
 EH2579_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EH2579_STAMPING: C 289 1984
 EH2579_MARK LOGO: NGS
 EH2579_PROJECTION: FLUSH
 EH2579_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2579_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2579+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2015
 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  HISTORY     - 20070508 GOOD             MAEC
 EH2579  HISTORY     - 20150317 GOOD             NGS
 EH2579  HISTORY     - 20150611 GOOD             ARHD
 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.
 EH2579
 EH2579                          STATION RECOVERY (2007)
 EH2579
 EH2579'RECOVERY NOTE BY MA ENGINEERING CONSULT INC 2007 (SH)
 EH2579'RECOVERED IN GOOD CONDITION.
 EH2579
 EH2579                          STATION RECOVERY (2015)
 EH2579
 EH2579'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2015 (JBW)
 EH2579'RECOVERED IN GOOD CONDITION.
 EH2579
 EH2579                          STATION RECOVERY (2015)
 EH2579
 EH2579'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 EH2579'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FH0169 ***********************************************************************
 FH0169  DESIGNATION -  C 29
 FH0169  PID         -  FH0169
 FH0169  STATE/COUNTY-  AR/CRAWFORD
 FH0169  COUNTRY     -  US
 FH0169  USGS QUAD   -  ALMA (2017)
 FH0169
 FH0169                         *CURRENT SURVEY CONTROL
 FH0169  ______________________________________________________________________
 FH0169* NAD 83(1986) POSITION- 35 29 21.     (N) 094 09 03.     (W)   SCALED
 FH0169* NAVD 88 ORTHO HEIGHT -   129.547 (meters)      425.02  (feet) ADJUSTED
 FH0169  ______________________________________________________________________
 FH0169  GEOID HEIGHT    -        -29.459 (meters)                     GEOID18
 FH0169  DYNAMIC HEIGHT  -        129.428 (meters)      424.63  (feet) COMP
 FH0169  MODELED GRAVITY -    979,709.5   (mgal)                       NAVD 88
 FH0169
 FH0169  VERT ORDER      -  FIRST     CLASS II
 FH0169
 FH0169.The horizontal coordinates were scaled from a map and have
 FH0169.an estimated accuracy of +/- 6 seconds.
 FH0169
 FH0169.The orthometric height was determined by differential leveling and
 FH0169.adjusted by the NATIONAL GEODETIC SURVEY
 FH0169.in June 1991.
 FH0169
 FH0169.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0169.GEOID18 height accuracy estimate available here.
 FH0169
 FH0169.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV956279(NAD 83)
 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
 FH0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0169.See file dsdata.pdf to determine how the superseded data were derived.
 FH0169
 FH0169_MARKER: DB = BENCH MARK DISK
 FH0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0169_STAMPING: 424.789 C 29 1932
 FH0169_MARK LOGO: CGS
 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   CGS
 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1660 ***********************************************************************
 EJ1660  DESIGNATION -  C 290
 EJ1660  PID         -  EJ1660
 EJ1660  STATE/COUNTY-  AR/PULASKI
 EJ1660  COUNTRY     -  US
 EJ1660  USGS QUAD   -  NORTH LITTLE ROCK (2017)
 EJ1660
 EJ1660                         *CURRENT SURVEY CONTROL
 EJ1660  ______________________________________________________________________
 EJ1660* NAD 83(1986) POSITION- 34 46 21.     (N) 092 16 44.     (W)   SCALED
 EJ1660* NAVD 88 ORTHO HEIGHT -    80.166 (meters)      263.01  (feet) ADJUSTED
 EJ1660  ______________________________________________________________________
 EJ1660  GEOID HEIGHT    -        -26.717 (meters)                     GEOID18
 EJ1660  DYNAMIC HEIGHT  -         80.092 (meters)      262.77  (feet) COMP
 EJ1660  MODELED GRAVITY -    979,709.6   (mgal)                       NAVD 88
 EJ1660
 EJ1660  VERT ORDER      -  FIRST     CLASS II
 EJ1660
 EJ1660.The horizontal coordinates were scaled from a map and have
 EJ1660.an estimated accuracy of +/- 6 seconds.
 EJ1660
 EJ1660.The orthometric height was determined by differential leveling and
 EJ1660.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1660.in September 2023.
 EJ1660
 EJ1660.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1660.GEOID18 height accuracy estimate available here.
 EJ1660
 EJ1660.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU659480(NAD 83)
 EJ1660
 EJ1660                          SUPERSEDED SURVEY CONTROL
 EJ1660
 EJ1660  NAVD 88 (06/15/91)   80.148  (m)          262.95   (f) SUPERSEDED  1 2
 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
 EJ1660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1660.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1660
 EJ1660_MARKER: I = METAL ROD
 EJ1660_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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  HISTORY     - 20120508 MARK NOT FOUND   ARHD
 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.
 EJ1660
 EJ1660                          STATION RECOVERY (2012)
 EJ1660
 EJ1660'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (JDH)
 EJ1660'MARK NOT FOUND
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1540 ***********************************************************************
 FG1540  DESIGNATION -  C 291
 FG1540  PID         -  FG1540
 FG1540  STATE/COUNTY-  AR/FAULKNER
 FG1540  COUNTRY     -  US
 FG1540  USGS QUAD   -  CONWAY (2017)
 FG1540
 FG1540                         *CURRENT SURVEY CONTROL
 FG1540  ______________________________________________________________________
 FG1540* NAD 83(1986) POSITION- 35 05 05.     (N) 092 26 17.     (W)   SCALED
 FG1540* NAVD 88 ORTHO HEIGHT -    94.090 (meters)      308.69  (feet) ADJUSTED
 FG1540  ______________________________________________________________________
 FG1540  GEOID HEIGHT    -        -27.940 (meters)                     GEOID18
 FG1540  DYNAMIC HEIGHT  -         94.002 (meters)      308.40  (feet) COMP
 FG1540  MODELED GRAVITY -    979,695.4   (mgal)                       NAVD 88
 FG1540
 FG1540  VERT ORDER      -  FIRST     CLASS II
 FG1540
 FG1540.The horizontal coordinates were scaled from a map and have
 FG1540.an estimated accuracy of +/- 6 seconds.
 FG1540
 FG1540.The orthometric height was determined by differential leveling and
 FG1540.adjusted by the NATIONAL GEODETIC SURVEY
 FG1540.in June 1991.
 FG1540
 FG1540.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1540.GEOID18 height accuracy estimate available here.
 FG1540
 FG1540.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU512825(NAD 83)
 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
 FG1540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1540.See file dsdata.pdf to determine how the superseded data were derived.
 FG1540
 FG1540_MARKER: DV = VERTICAL CONTROL 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  HISTORY     - 20230905 MARK NOT FOUND   ARHD
 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.
 FG1540
 FG1540                          STATION RECOVERY (2023)
 FG1540
 FG1540'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2023 (SCW)
 FG1540'NEW BUILDING WHERE OLD BUILDING WAS WITH BENCH MARK.  MARK PRESUMED
 FG1540'DESTROYED WITH CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH2600 ***********************************************************************
 EH2600  DESIGNATION -  C 292
 EH2600  PID         -  EH2600
 EH2600  STATE/COUNTY-  AR/LINCOLN
 EH2600  COUNTRY     -  US
 EH2600  USGS QUAD   -  CADES (2017)
 EH2600
 EH2600                         *CURRENT SURVEY CONTROL
 EH2600  ______________________________________________________________________
 EH2600* NAD 83(1986) POSITION- 34 01 57.     (N) 091 36 20.     (W)   SCALED
 EH2600* NAVD 88 ORTHO HEIGHT -    52.898 (meters)      173.55  (feet) ADJUSTED
 EH2600  ______________________________________________________________________
 EH2600  GEOID HEIGHT    -        -25.981 (meters)                     GEOID18
 EH2600  DYNAMIC HEIGHT  -         52.846 (meters)      173.38  (feet) COMP
 EH2600  MODELED GRAVITY -    979,650.6   (mgal)                       NAVD 88
 EH2600
 EH2600  VERT ORDER      -  FIRST     CLASS II
 EH2600
 EH2600.The horizontal coordinates were scaled from a map and have
 EH2600.an estimated accuracy of +/- 6 seconds.
 EH2600
 EH2600.The orthometric height was determined by differential leveling and
 EH2600.adjusted by the NATIONAL GEODETIC SURVEY
 EH2600.in June 1991.
 EH2600
 EH2600.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2600.GEOID18 height accuracy estimate available here.
 EH2600
 EH2600.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT287666(NAD 83)
 EH2600
 EH2600                          SUPERSEDED SURVEY CONTROL
 EH2600
 EH2600.No superseded survey control is available for this station.
 EH2600
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1565 ***********************************************************************
 FG1565  DESIGNATION -  C 293
 FG1565  PID         -  FG1565
 FG1565  STATE/COUNTY-  AR/CONWAY
 FG1565  COUNTRY     -  US
 FG1565  USGS QUAD   -  MORRILTON WEST (2017)
 FG1565
 FG1565                         *CURRENT SURVEY CONTROL
 FG1565  ______________________________________________________________________
 FG1565* NAD 83(1986) POSITION- 35 12 30.     (N) 092 49 19.     (W)   SCALED
 FG1565* NAVD 88 ORTHO HEIGHT -    93.130 (meters)      305.54  (feet) ADJUSTED
 FG1565  ______________________________________________________________________
 FG1565  GEOID HEIGHT    -        -28.724 (meters)                     GEOID18
 FG1565  DYNAMIC HEIGHT  -         93.042 (meters)      305.26  (feet) COMP
 FG1565  MODELED GRAVITY -    979,690.9   (mgal)                       NAVD 88
 FG1565
 FG1565  VERT ORDER      -  FIRST     CLASS II
 FG1565
 FG1565.The horizontal coordinates were scaled from a map and have
 FG1565.an estimated accuracy of +/- 6 seconds.
 FG1565
 FG1565.The orthometric height was determined by differential leveling and
 FG1565.adjusted by the NATIONAL GEODETIC SURVEY
 FG1565.in June 1991.
 FG1565
 FG1565.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1565.GEOID18 height accuracy estimate available here.
 FG1565
 FG1565.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU162961(NAD 83)
 FG1565
 FG1565                          SUPERSEDED SURVEY CONTROL
 FG1565
 FG1565.No superseded survey control is available for this station.
 FG1565
 FG1565_MARKER: F = FLANGE-ENCASED ROD
 FG1565_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FG1565_STAMPING: C 293 1984
 FG1565_MARK LOGO: NGS
 FG1565_PROJECTION: FLUSH
 FG1565_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1565_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG1565+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2015
 FG1565_ROD/PIPE-DEPTH: 8.3 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  HISTORY     - 20151021 GOOD             CONSOL
 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.
 FG1565
 FG1565                          STATION RECOVERY (2015)
 FG1565
 FG1565'RECOVERY NOTE BY CONSOLIDATED LAND SERVICE 2015
 FG1565'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1602 ***********************************************************************
 FG1602  DESIGNATION -  C 294
 FG1602  PID         -  FG1602
 FG1602  STATE/COUNTY-  AR/JOHNSON
 FG1602  COUNTRY     -  US
 FG1602  USGS QUAD   -  DELAWARE (2017)
 FG1602
 FG1602                         *CURRENT SURVEY CONTROL
 FG1602  ______________________________________________________________________
 FG1602* NAD 83(1986) POSITION- 35 20 03.8    (N) 093 18 01.3    (W)   HD_HELD2
 FG1602* NAVD 88 ORTHO HEIGHT -   118.698 (meters)      389.43  (feet) ADJUSTED
 FG1602  ______________________________________________________________________
 FG1602  GEOID HEIGHT    -        -29.317 (meters)                     GEOID18
 FG1602  DYNAMIC HEIGHT  -        118.586 (meters)      389.06  (feet) COMP
 FG1602  MODELED GRAVITY -    979,688.8   (mgal)                       NAVD 88
 FG1602
 FG1602  VERT ORDER      -  FIRST     CLASS II
 FG1602
 FG1602.The horizontal coordinates were established by autonomous hand held GPS
 FG1602.observations and have an estimated accuracy of +/- 10 meters.
 FG1602
 FG1602.The orthometric height was determined by differential leveling and
 FG1602.adjusted by the NATIONAL GEODETIC SURVEY
 FG1602.in June 1991.
 FG1602
 FG1602.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1602.GEOID18 height accuracy estimate available here.
 FG1602
 FG1602.Click photographs - Photos may exist for this station.
 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     -   111,839.      281,787.      MT  (+/- 10 meters HH2 GPS)
 FG1602
 FG1602_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV7270310167(NAD 83)
 FG1602
 FG1602                          SUPERSEDED SURVEY CONTROL
 FG1602
 FG1602.No superseded survey control is available for this station.
 FG1602
 FG1602_MARKER: DV = VERTICAL CONTROL 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  HISTORY     - 20150311 GOOD             ARHD
 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.
 FG1602
 FG1602                          STATION RECOVERY (2015)
 FG1602
 FG1602'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (WDA)
 FG1602'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FH0806 ***********************************************************************
 FH0806  DESIGNATION -  C 295
 FH0806  PID         -  FH0806
 FH0806  STATE/COUNTY-  AR/SEBASTIAN
 FH0806  COUNTRY     -  US
 FH0806  USGS QUAD   -  FORT SMITH (2017)
 FH0806
 FH0806                         *CURRENT SURVEY CONTROL
 FH0806  ______________________________________________________________________
 FH0806* NAD 83(1986) POSITION- 35 23 14.     (N) 094 26 01.     (W)   SCALED
 FH0806* NAVD 88 ORTHO HEIGHT -   124.347 (meters)      407.96  (feet) ADJUSTED
 FH0806  ______________________________________________________________________
 FH0806  GEOID HEIGHT    -        -30.124 (meters)                     GEOID18
 FH0806  DYNAMIC HEIGHT  -        124.230 (meters)      407.58  (feet) COMP
 FH0806  MODELED GRAVITY -    979,693.3   (mgal)                       NAVD 88
 FH0806
 FH0806  VERT ORDER      -  FIRST     CLASS II
 FH0806
 FH0806.The horizontal coordinates were scaled from a map and have
 FH0806.an estimated accuracy of +/- 6 seconds.
 FH0806
 FH0806.The orthometric height was determined by differential leveling and
 FH0806.adjusted by the NATIONAL GEODETIC SURVEY
 FH0806.in June 1991.
 FH0806
 FH0806.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0806.GEOID18 height accuracy estimate available here.
 FH0806
 FH0806.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV697169(NAD 83)
 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
 FH0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0806.See file dsdata.pdf to determine how the superseded data were derived.
 FH0806
 FH0806_MARKER: DV = VERTICAL CONTROL DISK
 FH0806_SETTING: 66 = SET IN ROCK OUTCROP
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1630 ***********************************************************************
 FG1630  DESIGNATION -  C 296
 FG1630  PID         -  FG1630
 FG1630  STATE/COUNTY-  AR/JOHNSON
 FG1630  COUNTRY     -  US
 FG1630  USGS QUAD   -  HARTMAN (2017)
 FG1630
 FG1630                         *CURRENT SURVEY CONTROL
 FG1630  ______________________________________________________________________
 FG1630* NAD 83(1986) POSITION- 35 25 51.84   (N) 093 36 51.90   (W)   HD_HELD1
 FG1630* NAVD 88 ORTHO HEIGHT -   113.619 (meters)      372.77  (feet) ADJUSTED
 FG1630  ______________________________________________________________________
 FG1630  GEOID HEIGHT    -        -29.338 (meters)                     GEOID18
 FG1630  DYNAMIC HEIGHT  -        113.514 (meters)      372.42  (feet) COMP
 FG1630  MODELED GRAVITY -    979,705.1   (mgal)                       NAVD 88
 FG1630
 FG1630  VERT ORDER      -  FIRST     CLASS II
 FG1630
 FG1630.The horizontal coordinates were determined by differentially corrected
 FG1630.hand held GPS observations or other comparable positioning techniques
 FG1630.and have an estimated accuracy of +/- 3 meters.
 FG1630
 FG1630.The orthometric height was determined by differential leveling and
 FG1630.adjusted by the NATIONAL GEODETIC SURVEY
 FG1630.in June 1991.
 FG1630
 FG1630.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1630.GEOID18 height accuracy estimate available here.
 FG1630
 FG1630.Click photographs - Photos may exist for this station.
 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     -   122,985.7     253,415.4     MT  (+/- 3 meters HH1 GPS) 
 FG1630
 FG1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV4422821021(NAD 83)
 FG1630
 FG1630                          SUPERSEDED SURVEY CONTROL
 FG1630
 FG1630.No superseded survey control is available for this station.
 FG1630
 FG1630_MARKER: F = FLANGE-ENCASED ROD
 FG1630_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FG1630+WITH SETTING: INFORMATION.
 FG1630_STAMPING: C 296 1984
 FG1630_MARK LOGO: NGS
 FG1630_PROJECTION: FLUSH
 FG1630_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG1630_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG1630+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2022
 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  HISTORY     - 20090305 GOOD             ARHD
 FG1630  HISTORY     - 20150106 GOOD             ARHD
 FG1630  HISTORY     - 20221025 GOOD             ARHD
 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.
 FG1630
 FG1630                          STATION RECOVERY (2009)
 FG1630
 FG1630'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2009 (WDA)
 FG1630'RECOVERED IN GOOD CONDITION.
 FG1630
 FG1630                          STATION RECOVERY (2015)
 FG1630
 FG1630'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (BAB)
 FG1630'RECOVERED IN GOOD CONDITION.
 FG1630
 FG1630                          STATION RECOVERY (2022)
 FG1630
 FG1630'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2022 (BH)
 FG1630'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FH0785 ***********************************************************************
 FH0785  DESIGNATION -  C 297
 FH0785  PID         -  FH0785
 FH0785  STATE/COUNTY-  AR/SEBASTIAN
 FH0785  COUNTRY     -  US
 FH0785  USGS QUAD   -  LAVACA (2017)
 FH0785
 FH0785                         *CURRENT SURVEY CONTROL
 FH0785  ______________________________________________________________________
 FH0785* NAD 83(1986) POSITION- 35 20 04.     (N) 094 08 30.     (W)   SCALED
 FH0785* NAVD 88 ORTHO HEIGHT -   119.610 (meters)      392.42  (feet) ADJUSTED
 FH0785  ______________________________________________________________________
 FH0785  GEOID HEIGHT    -        -29.965 (meters)                     GEOID18
 FH0785  DYNAMIC HEIGHT  -        119.498 (meters)      392.05  (feet) COMP
 FH0785  MODELED GRAVITY -    979,696.1   (mgal)                       NAVD 88
 FH0785
 FH0785  VERT ORDER      -  FIRST     CLASS II
 FH0785
 FH0785.The horizontal coordinates were scaled from a map and have
 FH0785.an estimated accuracy of +/- 6 seconds.
 FH0785
 FH0785.The orthometric height was determined by differential leveling and
 FH0785.adjusted by the NATIONAL GEODETIC SURVEY
 FH0785.in June 1991.
 FH0785
 FH0785.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0785.GEOID18 height accuracy estimate available here.
 FH0785
 FH0785.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV962107(NAD 83)
 FH0785
 FH0785                          SUPERSEDED SURVEY CONTROL
 FH0785
 FH0785.No superseded survey control is available for this station.
 FH0785
 FH0785_MARKER: I = METAL ROD
 FH0785_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 FH0808 ***********************************************************************
 FH0808  DESIGNATION -  C 298
 FH0808  PID         -  FH0808
 FH0808  STATE/COUNTY-  AR/SEBASTIAN
 FH0808  COUNTRY     -  US
 FH0808  USGS QUAD   -  SOUTH FORT SMITH (2017)
 FH0808
 FH0808                         *CURRENT SURVEY CONTROL
 FH0808  ______________________________________________________________________
 FH0808* NAD 83(2011) POSITION- 35 21 46.52175(N) 094 25 17.11485(W)   NO CHECK
 FH0808* NAD 83(2011) ELLIP HT-   110.584 (meters)        (06/27/12)   NO CHECK
 FH0808* NAD 83(2011) EPOCH   -  2010.00
 FH0808* NAVD 88 ORTHO HEIGHT -   140.759 (meters)      461.81  (feet) ADJUSTED
 FH0808  ______________________________________________________________________
 FH0808  GEOID HEIGHT    -        -30.200 (meters)                     GEOID18
 FH0808  NAD 83(2011) X  -   -401,441.451 (meters)                     COMP
 FH0808  NAD 83(2011) Y  - -5,191,821.222 (meters)                     COMP
 FH0808  NAD 83(2011) Z  -  3,670,839.935 (meters)                     COMP
 FH0808  LAPLACE CORR    -          1.92  (seconds)                    DEFLEC18
 FH0808  DYNAMIC HEIGHT  -        140.626 (meters)      461.37  (feet) COMP
 FH0808  MODELED GRAVITY -    979,689.6   (mgal)                       NAVD 88
 FH0808
 FH0808  VERT ORDER      -  FIRST     CLASS II
 FH0808
 FH0808  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FH0808  Standards:
 FH0808         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FH0808            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FH0808  -------------------------------------------------------------------
 FH0808  NETWORK    0.68   0.47           0.30   0.25   0.24     -0.14109269
 FH0808  -------------------------------------------------------------------
 FH0808  Click here for local accuracies and other accuracy information.
 FH0808
 FH0808.The horizontal coordinates were established by GPS observations
 FH0808.and adjusted by the National Geodetic Survey in June 2012.
 FH0808
 FH0808.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FH0808.been affixed to the stable North American tectonic plate. See 
 FH0808.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FH0808
 FH0808.The horizontal coordinates are valid at the epoch date displayed above
 FH0808.which is a decimal equivalence of Year/Month/Day.
 FH0808
 FH0808.No horizontal observational check was made to the station.
 FH0808
 FH0808.The orthometric height was determined by differential leveling and
 FH0808.adjusted by the NATIONAL GEODETIC SURVEY
 FH0808.in June 1991.
 FH0808
 FH0808.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0808.GEOID18 height accuracy estimate available here.
 FH0808
 FH0808.Click photographs - Photos may exist for this station.
 FH0808
 FH0808.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FH0808
 FH0808.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH0808
 FH0808.The ellipsoidal height was determined by GPS observations
 FH0808.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 FH0808
 FH0808;                    North         East     Units Scale Factor Converg.
 FH0808;SPC AR N     -   116,929.601   179,967.997   MT  0.99994335   -1 24 32.5
 FH0808;SPC AR N     -   383,626.53    590,445.00   sFT  0.99994335   -1 24 32.5
 FH0808;UTM  15      - 3,914,218.200   370,863.887   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV7086314218(NAD 83)
 FH0808
 FH0808                          SUPERSEDED SURVEY CONTROL
 FH0808
 FH0808  NAD 83(2007)-  35 21 46.52169(N)    094 25 17.11560(W) AD(2002.00) 0
 FH0808  ELLIP H (02/10/07)  110.605  (m)                       GP(2002.00)    
 FH0808  ELLIP H (12/13/01)  110.586  (m)                       GP(       ) 1 1
 FH0808  NAD 83(1997)-  35 21 46.52169(N)    094 25 17.11590(W) AD(       ) 2
 FH0808  ELLIP H (02/22/00)  110.591  (m)                       GP(       ) 1 1
 FH0808  NAVD 88             140.76   (m)          461.8    (f) LEVELING    3  
 FH0808
 FH0808.Superseded values are not recommended for survey control.
 FH0808
 FH0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0808.See file dsdata.pdf to determine how the superseded data were derived.
 FH0808
 FH0808_MARKER: F = FLANGE-ENCASED ROD
 FH0808_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 - December 19, 2018
 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  HISTORY     - 20090204 GOOD             USACEL
 FH0808  HISTORY     - 20181219 GOOD             ARHD
 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.
 FH0808
 FH0808                          STATION RECOVERY (2009)
 FH0808
 FH0808'RECOVERY NOTE BY USACE LITTLE ROCK 2009
 FH0808'RECOVERED IN GOOD CONDITION.
 FH0808
 FH0808                          STATION RECOVERY (2018)
 FH0808
 FH0808'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (JDH)
 FH0808'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FH0832 ***********************************************************************
 FH0832  DESIGNATION -  C 299
 FH0832  PID         -  FH0832
 FH0832  STATE/COUNTY-  AR/SEBASTIAN
 FH0832  COUNTRY     -  US
 FH0832  USGS QUAD   -  HUNTINGTON (2017)
 FH0832
 FH0832                         *CURRENT SURVEY CONTROL
 FH0832  ______________________________________________________________________
 FH0832* NAD 83(1986) POSITION- 35 04 02.8    (N) 094 15 16.8    (W)   HD_HELD2
 FH0832* NAVD 88 ORTHO HEIGHT -   177.793 (meters)      583.31  (feet) ADJUSTED
 FH0832  ______________________________________________________________________
 FH0832  GEOID HEIGHT    -        -30.807 (meters)                     GEOID18
 FH0832  DYNAMIC HEIGHT  -        177.613 (meters)      582.72  (feet) COMP
 FH0832  MODELED GRAVITY -    979,622.4   (mgal)                       NAVD 88
 FH0832
 FH0832  VERT ORDER      -  FIRST     CLASS II
 FH0832
 FH0832.The horizontal coordinates were established by autonomous hand held GPS
 FH0832.observations and have an estimated accuracy of +/- 10 meters.
 FH0832
 FH0832.The orthometric height was determined by differential leveling and
 FH0832.adjusted by the NATIONAL GEODETIC SURVEY
 FH0832.in June 1991.
 FH0832
 FH0832.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0832.GEOID18 height accuracy estimate available here.
 FH0832
 FH0832.Click photographs - Photos may exist for this station.
 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     -    83,798.      194,367.      MT  (+/- 10 meters HH2 GPS)
 FH0832
 FH0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU8560081242(NAD 83)
 FH0832
 FH0832                          SUPERSEDED SURVEY CONTROL
 FH0832
 FH0832.No superseded survey control is available for this station.
 FH0832
 FH0832_MARKER: DV = VERTICAL CONTROL DISK
 FH0832_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FH0832_SP_SET: BRIDGE ABUTMENT
 FH0832_STAMPING: C 299 1985
 FH0832_MARK LOGO: NGS
 FH0832_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0832_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH0832+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2015
 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  HISTORY     - 20070806 GOOD             ARHD
 FH0832  HISTORY     - 20150126 GOOD             ARHD
 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.
 FH0832
 FH0832                          STATION RECOVERY (2007)
 FH0832
 FH0832'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2007
 FH0832'RECOVERED IN GOOD CONDITION.
 FH0832
 FH0832                          STATION RECOVERY (2015)
 FH0832
 FH0832'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (WDA)
 FH0832'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0724 ***********************************************************************
 FF0724  DESIGNATION -  C 3
 FF0724  PID         -  FF0724
 FF0724  STATE/COUNTY-  AR/CRAIGHEAD
 FF0724  COUNTRY     -  US
 FF0724  USGS QUAD   -  BONO (2017)
 FF0724
 FF0724                         *CURRENT SURVEY CONTROL
 FF0724  ______________________________________________________________________
 FF0724* NAD 83(1986) POSITION- 35 54 28.     (N) 090 48 02.     (W)   SCALED
 FF0724* NAVD 88 ORTHO HEIGHT -    79.503 (meters)      260.84  (feet) ADJUSTED
 FF0724  ______________________________________________________________________
 FF0724  GEOID HEIGHT    -        -27.856 (meters)                     GEOID18
 FF0724  DYNAMIC HEIGHT  -         79.436 (meters)      260.62  (feet) COMP
 FF0724  MODELED GRAVITY -    979,795.0   (mgal)                       NAVD 88
 FF0724
 FF0724  VERT ORDER      -  FIRST     CLASS II
 FF0724
 FF0724.The horizontal coordinates were scaled from a map and have
 FF0724.an estimated accuracy of +/- 6 seconds.
 FF0724
 FF0724.The orthometric height was determined by differential leveling and
 FF0724.adjusted by the NATIONAL GEODETIC SURVEY
 FF0724.in June 1991.
 FF0724
 FF0724.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0724.GEOID18 height accuracy estimate available here.
 FF0724
 FF0724.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV984759(NAD 83)
 FF0724
 FF0724                          SUPERSEDED SURVEY CONTROL
 FF0724
 FF0724  NGVD 29 (11/26/84)   79.417  (m)          260.55   (f) ADJUSTED    1 2
 FF0724
 FF0724.Superseded values are not recommended for survey control.
 FF0724
 FF0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0724.See file dsdata.pdf to determine how the superseded data were derived.
 FF0724
 FF0724_MARKER: DB = BENCH MARK DISK
 FF0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0724_STAMPING: 260.554 C 3 1928
 FF0724_MARK LOGO: CGS
 FF0724_PROJECTION: PROJECTING 10 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0991 ***********************************************************************
 FG0991  DESIGNATION -  C 30
 FG0991  PID         -  FG0991
 FG0991  STATE/COUNTY-  AR/JOHNSON
 FG0991  COUNTRY     -  US
 FG0991  USGS QUAD   -  CLARKSVILLE (2017)
 FG0991
 FG0991                         *CURRENT SURVEY CONTROL
 FG0991  ______________________________________________________________________
 FG0991* NAD 83(1986) POSITION- 35 25 28.     (N) 093 29 21.     (W)   SCALED
 FG0991* NAVD 88 ORTHO HEIGHT -   109.140 (meters)      358.07  (feet) ADJUSTED
 FG0991  ______________________________________________________________________
 FG0991  GEOID HEIGHT    -        -29.289 (meters)                     GEOID18
 FG0991  DYNAMIC HEIGHT  -        109.039 (meters)      357.74  (feet) COMP
 FG0991  MODELED GRAVITY -    979,707.0   (mgal)                       NAVD 88
 FG0991
 FG0991  VERT ORDER      -  FIRST     CLASS II
 FG0991
 FG0991.The horizontal coordinates were scaled from a map and have
 FG0991.an estimated accuracy of +/- 6 seconds.
 FG0991
 FG0991.The orthometric height was determined by differential leveling and
 FG0991.adjusted by the NATIONAL GEODETIC SURVEY
 FG0991.in June 1991.
 FG0991
 FG0991.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0991.GEOID18 height accuracy estimate available here.
 FG0991
 FG0991.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV555202(NAD 83)
 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
 FG0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0991.See file dsdata.pdf to determine how the superseded data were derived.
 FG0991
 FG0991_MARKER: DB = BENCH MARK DISK
 FG0991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0991_STAMPING: C 30 1932
 FG0991_MARK LOGO: CGS
 FG0991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0991+STABILITY: SURFACE MOTION
 FG0991
 FG0991  HISTORY     - Date     Condition        Report By
 FG0991  HISTORY     - 1932     MONUMENTED       CGS
 FG0991  HISTORY     - 1959     MARK NOT FOUND   USGS
 FG0991  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG0991
 FG0991                          STATION DESCRIPTION
 FG0991
 FG0991'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 FG0991'IN SPADRA.  ON THE M.P. R.R., 0.3 OF A MILE EAST OF THE DEPOT AT
 FG0991'SPADRA, AT SPADRA JUNCTION, 2 FEET EAST OF THE N.E. CORNER OF THE
 FG0991'FENCE AROUND THE SECTION FOREMANS HOUSE, AND 8 FEET SOUTH OF THE
 FG0991'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 = MARCH 20, 2026 22:17:28 EDT
 EK0690 ***********************************************************************
 EK0690  DESIGNATION -  C 300
 EK0690  PID         -  EK0690
 EK0690  STATE/COUNTY-  AR/SCOTT
 EK0690  COUNTRY     -  US
 EK0690  USGS QUAD   -  Y CITY (2017)
 EK0690
 EK0690                         *CURRENT SURVEY CONTROL
 EK0690  ______________________________________________________________________
 EK0690* NAD 83(1986) POSITION- 34 44 46.     (N) 094 04 32.     (W)   SCALED
 EK0690* NAVD 88 ORTHO HEIGHT -   216.264 (meters)      709.53  (feet) ADJUSTED
 EK0690  ______________________________________________________________________
 EK0690  GEOID HEIGHT    -        -30.378 (meters)                     GEOID18
 EK0690  DYNAMIC HEIGHT  -        216.037 (meters)      708.78  (feet) COMP
 EK0690  MODELED GRAVITY -    979,581.2   (mgal)                       NAVD 88
 EK0690
 EK0690  VERT ORDER      -  FIRST     CLASS II
 EK0690
 EK0690.The horizontal coordinates were scaled from a map and have
 EK0690.an estimated accuracy of +/- 6 seconds.
 EK0690
 EK0690.The orthometric height was determined by differential leveling and
 EK0690.adjusted by the NATIONAL GEODETIC SURVEY
 EK0690.in June 1991.
 EK0690
 EK0690.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0690.GEOID18 height accuracy estimate available here.
 EK0690
 EK0690.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU015454(NAD 83)
 EK0690
 EK0690                          SUPERSEDED SURVEY CONTROL
 EK0690
 EK0690.No superseded survey control is available for this station.
 EK0690
 EK0690_MARKER: I = METAL ROD
 EK0690_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EK0690+WITH SETTING: INFORMATION.
 EK0690_STAMPING: C 300 1985
 EK0690_MARK LOGO: NGS
 EK0690_PROJECTION: FLUSH
 EK0690_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0690_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EK0690+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2018
 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  HISTORY     - 20181205 GOOD             ARHD
 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.
 EK0690
 EK0690                          STATION RECOVERY (2018)
 EK0690
 EK0690'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (MAR)
 EK0690'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EK0719 ***********************************************************************
 EK0719  DESIGNATION -  C 301
 EK0719  PID         -  EK0719
 EK0719  STATE/COUNTY-  AR/POLK
 EK0719  COUNTRY     -  US
 EK0719  USGS QUAD   -  POTTER (2017)
 EK0719
 EK0719                         *CURRENT SURVEY CONTROL
 EK0719  ______________________________________________________________________
 EK0719* NAD 83(1986) POSITION- 34 31 33.     (N) 094 19 33.     (W)   SCALED
 EK0719* NAVD 88 ORTHO HEIGHT -   348.525 (meters)     1143.45  (feet) ADJUSTED
 EK0719  ______________________________________________________________________
 EK0719  GEOID HEIGHT    -        -30.164 (meters)                     GEOID18
 EK0719  DYNAMIC HEIGHT  -        348.147 (meters)     1142.21  (feet) COMP
 EK0719  MODELED GRAVITY -    979,541.4   (mgal)                       NAVD 88
 EK0719
 EK0719  VERT ORDER      -  FIRST     CLASS II
 EK0719
 EK0719.The horizontal coordinates were scaled from a map and have
 EK0719.an estimated accuracy of +/- 6 seconds.
 EK0719
 EK0719.The orthometric height was determined by differential leveling and
 EK0719.adjusted by the NATIONAL GEODETIC SURVEY
 EK0719.in June 1991.
 EK0719
 EK0719.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0719.GEOID18 height accuracy estimate available here.
 EK0719
 EK0719.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU783212(NAD 83)
 EK0719
 EK0719                          SUPERSEDED SURVEY CONTROL
 EK0719
 EK0719.No superseded survey control is available for this station.
 EK0719
 EK0719_MARKER: I = METAL ROD
 EK0719_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EK0719+WITH SETTING: INFORMATION.
 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 = MARCH 20, 2026 22:17:28 EDT
 EK0743 ***********************************************************************
 EK0743  DESIGNATION -  C 302
 EK0743  PID         -  EK0743
 EK0743  STATE/COUNTY-  AR/POLK
 EK0743  COUNTRY     -  US
 EK0743  USGS QUAD   -  GILLHAM (2017)
 EK0743
 EK0743                         *CURRENT SURVEY CONTROL
 EK0743  ______________________________________________________________________
 EK0743* NAD 83(1986) POSITION- 34 14 29.     (N) 094 20 08.     (W)   SCALED
 EK0743* NAVD 88 ORTHO HEIGHT -   285.533 (meters)      936.79  (feet) ADJUSTED
 EK0743  ______________________________________________________________________
 EK0743  GEOID HEIGHT    -        -28.582 (meters)                     GEOID18
 EK0743  DYNAMIC HEIGHT  -        285.238 (meters)      935.82  (feet) COMP
 EK0743  MODELED GRAVITY -    979,595.0   (mgal)                       NAVD 88
 EK0743
 EK0743  VERT ORDER      -  FIRST     CLASS II
 EK0743
 EK0743.The horizontal coordinates were scaled from a map and have
 EK0743.an estimated accuracy of +/- 6 seconds.
 EK0743
 EK0743.The orthometric height was determined by differential leveling and
 EK0743.adjusted by the NATIONAL GEODETIC SURVEY
 EK0743.in June 1991.
 EK0743
 EK0743.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0743.GEOID18 height accuracy estimate available here.
 EK0743
 EK0743.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT770897(NAD 83)
 EK0743
 EK0743                          SUPERSEDED SURVEY CONTROL
 EK0743
 EK0743.No superseded survey control is available for this station.
 EK0743
 EK0743_MARKER: I = METAL ROD
 EK0743_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EK0743+WITH SETTING: INFORMATION.
 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 = MARCH 20, 2026 22:17:28 EDT
 DM1071 ***********************************************************************
 DM1071  DESIGNATION -  C 303
 DM1071  PID         -  DM1071
 DM1071  STATE/COUNTY-  AR/LITTLE RIVER
 DM1071  COUNTRY     -  US
 DM1071  USGS QUAD   -  WINTHROP (2017)
 DM1071
 DM1071                         *CURRENT SURVEY CONTROL
 DM1071  ______________________________________________________________________
 DM1071* NAD 83(1986) POSITION- 33 46 23.     (N) 094 15 35.     (W)   SCALED
 DM1071* NAVD 88 ORTHO HEIGHT -   102.634 (meters)      336.73  (feet) ADJUSTED
 DM1071  ______________________________________________________________________
 DM1071  GEOID HEIGHT    -        -27.198 (meters)                     GEOID18
 DM1071  DYNAMIC HEIGHT  -        102.529 (meters)      336.38  (feet) COMP
 DM1071  MODELED GRAVITY -    979,607.2   (mgal)                       NAVD 88
 DM1071
 DM1071  VERT ORDER      -  FIRST     CLASS II
 DM1071
 DM1071.The horizontal coordinates were scaled from a map and have
 DM1071.an estimated accuracy of +/- 6 seconds.
 DM1071
 DM1071.The orthometric height was determined by differential leveling and
 DM1071.adjusted by the NATIONAL GEODETIC SURVEY
 DM1071.in June 1991.
 DM1071
 DM1071.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1071.GEOID18 height accuracy estimate available here.
 DM1071
 DM1071.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT833377(NAD 83)
 DM1071
 DM1071                          SUPERSEDED SURVEY CONTROL
 DM1071
 DM1071.No superseded survey control is available for this station.
 DM1071
 DM1071_MARKER: I = METAL ROD
 DM1071_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 DM1077 ***********************************************************************
 DM1077  DESIGNATION -  C 304
 DM1077  PID         -  DM1077
 DM1077  STATE/COUNTY-  AR/LITTLE RIVER
 DM1077  COUNTRY     -  US
 DM1077  USGS QUAD   -  ASHDOWN WEST (2017)
 DM1077
 DM1077                         *CURRENT SURVEY CONTROL
 DM1077  ______________________________________________________________________
 DM1077* NAD 83(1986) POSITION- 33 44 33.     (N) 094 11 07.     (W)   SCALED
 DM1077* NAVD 88 ORTHO HEIGHT -    97.883 (meters)      321.14  (feet) ADJUSTED
 DM1077  ______________________________________________________________________
 DM1077  GEOID HEIGHT    -        -27.138 (meters)                     GEOID18
 DM1077  DYNAMIC HEIGHT  -         97.782 (meters)      320.81  (feet) COMP
 DM1077  MODELED GRAVITY -    979,605.9   (mgal)                       NAVD 88
 DM1077
 DM1077  VERT ORDER      -  FIRST     CLASS II
 DM1077
 DM1077.The horizontal coordinates were scaled from a map and have
 DM1077.an estimated accuracy of +/- 6 seconds.
 DM1077
 DM1077.The orthometric height was determined by differential leveling and
 DM1077.adjusted by the NATIONAL GEODETIC SURVEY
 DM1077.in June 1991.
 DM1077
 DM1077.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1077.GEOID18 height accuracy estimate available here.
 DM1077
 DM1077.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT902342(NAD 83)
 DM1077
 DM1077                          SUPERSEDED SURVEY CONTROL
 DM1077
 DM1077.No superseded survey control is available for this station.
 DM1077
 DM1077_MARKER: I = METAL ROD
 DM1077_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2608 ***********************************************************************
 EH2608  DESIGNATION -  C 305
 EH2608  PID         -  EH2608
 EH2608  STATE/COUNTY-  AR/PHILLIPS
 EH2608  COUNTRY     -  US
 EH2608  USGS QUAD   -  MOON LAKE (2018)
 EH2608
 EH2608                         *CURRENT SURVEY CONTROL
 EH2608  ______________________________________________________________________
 EH2608* NAD 83(1997) POSITION- 34 27 05.74595(N) 090 36 00.08061(W)   ADJUSTED
 EH2608* NAD 83(1997) ELLIP HT-    28.536 (meters)        (09/14/99)   ADJUSTED
 EH2608* NAVD 88 ORTHO HEIGHT -    55.328 (meters)      181.52  (feet) ADJUSTED
 EH2608  ______________________________________________________________________
 EH2608  GEOID HEIGHT    -        -26.970 (meters)                     GEOID18
 EH2608  NAD 83(1997) X  -    -55,137.114 (meters)                     COMP
 EH2608  NAD 83(1997) Y  - -5,264,817.590 (meters)                     COMP
 EH2608  NAD 83(1997) Z  -  3,587,881.659 (meters)                     COMP
 EH2608  LAPLACE CORR    -          0.73  (seconds)                    DEFLEC18
 EH2608  DYNAMIC HEIGHT  -         55.275 (meters)      181.35  (feet) COMP
 EH2608  MODELED GRAVITY -    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 and
 EH2608.adjusted by the NATIONAL GEODETIC SURVEY
 EH2608.in June 1991.
 EH2608
 EH2608.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2608.GEOID18 height accuracy estimate available here.
 EH2608
 EH2608.Click photographs - Photos may exist for this station.
 EH2608
 EH2608.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH2608
 EH2608.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2608
 EH2608.The ellipsoidal height was determined by GPS observations
 EH2608.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU2047614843(NAD 83)
 EH2608
 EH2608                          SUPERSEDED SURVEY CONTROL
 EH2608
 EH2608  NAD 83(1993)-  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              55.36   (m)          181.6    (f) LEVELING    3  
 EH2608  NGVD 29 (11/26/84)   55.363  (m)          181.64   (f) ADJUSTED    1 2
 EH2608
 EH2608.Superseded values are not recommended for survey control.
 EH2608
 EH2608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2608.See file dsdata.pdf to determine how the superseded data were derived.
 EH2608
 EH2608_MARKER: I = METAL ROD
 EH2608_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1241 ***********************************************************************
 DL1241  DESIGNATION -  C 307
 DL1241  PID         -  DL1241
 DL1241  STATE/COUNTY-  AR/MILLER
 DL1241  COUNTRY     -  US
 DL1241  USGS QUAD   -  MANDEVILLE (2017)
 DL1241
 DL1241                         *CURRENT SURVEY CONTROL
 DL1241  ______________________________________________________________________
 DL1241* NAD 83(1986) POSITION- 33 25 47.     (N) 093 58 05.     (W)   SCALED
 DL1241* NAVD 88 ORTHO HEIGHT -   110.820 (meters)      363.58  (feet) ADJUSTED
 DL1241  ______________________________________________________________________
 DL1241  GEOID HEIGHT    -        -26.898 (meters)                     GEOID18
 DL1241  DYNAMIC HEIGHT  -        110.702 (meters)      363.19  (feet) COMP
 DL1241  MODELED GRAVITY -    979,570.4   (mgal)                       NAVD 88
 DL1241
 DL1241  VERT ORDER      -  FIRST     CLASS II
 DL1241
 DL1241.The horizontal coordinates were scaled from a map and have
 DL1241.an estimated accuracy of +/- 6 seconds.
 DL1241
 DL1241.The orthometric height was determined by differential leveling and
 DL1241.adjusted by the NATIONAL GEODETIC SURVEY
 DL1241.in June 1991.
 DL1241
 DL1241.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1241.GEOID18 height accuracy estimate available here.
 DL1241
 DL1241.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS100993(NAD 83)
 DL1241
 DL1241                          SUPERSEDED SURVEY CONTROL
 DL1241
 DL1241.No superseded survey control is available for this station.
 DL1241
 DL1241_MARKER: I = METAL ROD
 DL1241_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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  HISTORY     - 20250402 MARK NOT FOUND   ARHD
 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.
 DL1241
 DL1241                          STATION RECOVERY (2025)
 DL1241
 DL1241'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2025 (JH)
 DL1241'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DM1098 ***********************************************************************
 DM1098  DESIGNATION -  C 308
 DM1098  PID         -  DM1098
 DM1098  STATE/COUNTY-  AR/LITTLE RIVER
 DM1098  COUNTRY     -  US
 DM1098  USGS QUAD   -  ARDEN (2017)
 DM1098
 DM1098                         *CURRENT SURVEY CONTROL
 DM1098  ______________________________________________________________________
 DM1098* NAD 83(1986) POSITION- 33 40 38.     (N) 094 21 11.     (W)   SCALED
 DM1098* NAVD 88 ORTHO HEIGHT -   121.404 (meters)      398.31  (feet) ADJUSTED
 DM1098  ______________________________________________________________________
 DM1098  GEOID HEIGHT    -        -27.053 (meters)                     GEOID18
 DM1098  DYNAMIC HEIGHT  -        121.278 (meters)      397.89  (feet) COMP
 DM1098  MODELED GRAVITY -    979,596.9   (mgal)                       NAVD 88
 DM1098
 DM1098  VERT ORDER      -  FIRST     CLASS II
 DM1098
 DM1098.The horizontal coordinates were scaled from a map and have
 DM1098.an estimated accuracy of +/- 6 seconds.
 DM1098
 DM1098.The orthometric height was determined by differential leveling and
 DM1098.adjusted by the NATIONAL GEODETIC SURVEY
 DM1098.in June 1991.
 DM1098
 DM1098.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1098.GEOID18 height accuracy estimate available here.
 DM1098
 DM1098.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT745271(NAD 83)
 DM1098
 DM1098                          SUPERSEDED SURVEY CONTROL
 DM1098
 DM1098.No superseded survey control is available for this station.
 DM1098
 DM1098_MARKER: I = METAL ROD
 DM1098_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 GG0911 ***********************************************************************
 GG0911  DESIGNATION -  C 309
 GG0911  PID         -  GG0911
 GG0911  STATE/COUNTY-  AR/WASHINGTON
 GG0911  COUNTRY     -  US
 GG0911  USGS QUAD   -  SONORA (2017)
 GG0911
 GG0911                         *CURRENT SURVEY CONTROL
 GG0911  ______________________________________________________________________
 GG0911* NAD 83(1986) POSITION- 36 10 38.     (N) 094 07 16.     (W)   SCALED
 GG0911* NAVD 88 ORTHO HEIGHT -   412.536 (meters)     1353.46  (feet) ADJUSTED
 GG0911  ______________________________________________________________________
 GG0911  GEOID HEIGHT    -        -28.066 (meters)                     GEOID18
 GG0911  DYNAMIC HEIGHT  -        412.168 (meters)     1352.25  (feet) COMP
 GG0911  MODELED GRAVITY -    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 map and have
 GG0911.an estimated accuracy of +/- 6 seconds.
 GG0911
 GG0911.The orthometric height was determined by differential leveling and
 GG0911.adjusted by the NATIONAL GEODETIC SURVEY
 GG0911.in June 1991.
 GG0911
 GG0911.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0911.GEOID18 height accuracy estimate available here.
 GG0911
 GG0911.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA991041(NAD 83)
 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
 GG0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0911.See file dsdata.pdf to determine how the superseded data were derived.
 GG0911
 GG0911_MARKER: I = METAL ROD
 GG0911_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 DEPARTMENT OF TRANSPORTATION 2004 (VJB)
 GG0911'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL1249 ***********************************************************************
 DL1249  DESIGNATION -  C 310
 DL1249  PID         -  DL1249
 DL1249  STATE/COUNTY-  AR/MILLER
 DL1249  COUNTRY     -  US
 DL1249  USGS QUAD   -  FOUKE NE (2017)
 DL1249
 DL1249                         *CURRENT SURVEY CONTROL
 DL1249  ______________________________________________________________________
 DL1249* NAD 83(1986) POSITION- 33 24 44.     (N) 093 47 16.     (W)   SCALED
 DL1249* NAVD 88 ORTHO HEIGHT -    69.810 (meters)      229.04  (feet) ADJUSTED
 DL1249  ______________________________________________________________________
 DL1249  GEOID HEIGHT    -        -26.883 (meters)                     GEOID18
 DL1249  DYNAMIC HEIGHT  -         69.735 (meters)      228.79  (feet) COMP
 DL1249  MODELED GRAVITY -    979,569.5   (mgal)                       NAVD 88
 DL1249
 DL1249  VERT ORDER      -  FIRST     CLASS II
 DL1249
 DL1249.The horizontal coordinates were scaled from a map and have
 DL1249.an estimated accuracy of +/- 6 seconds.
 DL1249
 DL1249.The orthometric height was determined by differential leveling and
 DL1249.adjusted by the NATIONAL GEODETIC SURVEY
 DL1249.in June 1991.
 DL1249
 DL1249.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1249.GEOID18 height accuracy estimate available here.
 DL1249
 DL1249.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS267972(NAD 83)
 DL1249
 DL1249                          SUPERSEDED SURVEY CONTROL
 DL1249
 DL1249.No superseded survey control is available for this station.
 DL1249
 DL1249_MARKER: I = METAL ROD
 DL1249_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 FH1198 ***********************************************************************
 FH1198  DESIGNATION -  C 311
 FH1198  PID         -  FH1198
 FH1198  STATE/COUNTY-  AR/SEBASTIAN
 FH1198  COUNTRY     -  US
 FH1198  USGS QUAD   -  FORT SMITH (2017)
 FH1198
 FH1198                         *CURRENT SURVEY CONTROL
 FH1198  ______________________________________________________________________
 FH1198* NAD 83(1986) POSITION- 35 24 24.     (N) 094 24 12.     (W)   SCALED
 FH1198* NAVD 88 ORTHO HEIGHT -   135.753 (meters)      445.38  (feet) ADJUSTED
 FH1198  ______________________________________________________________________
 FH1198  GEOID HEIGHT    -        -30.022 (meters)                     GEOID18
 FH1198  DYNAMIC HEIGHT  -        135.626 (meters)      444.97  (feet) COMP
 FH1198  MODELED GRAVITY -    979,694.0   (mgal)                       NAVD 88
 FH1198
 FH1198  VERT ORDER      -  FIRST     CLASS II
 FH1198
 FH1198.The horizontal coordinates were scaled from a map and have
 FH1198.an estimated accuracy of +/- 6 seconds.
 FH1198
 FH1198.The orthometric height was determined by differential leveling and
 FH1198.adjusted by the NATIONAL GEODETIC SURVEY
 FH1198.in June 1991.
 FH1198
 FH1198.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1198.GEOID18 height accuracy estimate available here.
 FH1198
 FH1198.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV725190(NAD 83)
 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
 FH1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1198.See file dsdata.pdf to determine how the superseded data were derived.
 FH1198
 FH1198_MARKER: I = METAL ROD
 FH1198_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 FH1220 ***********************************************************************
 FH1220  DESIGNATION -  C 312
 FH1220  PID         -  FH1220
 FH1220  STATE/COUNTY-  AR/CRAWFORD
 FH1220  COUNTRY     -  US
 FH1220  USGS QUAD   -  MOUNTAINBURG (2017)
 FH1220
 FH1220                         *CURRENT SURVEY CONTROL
 FH1220  ______________________________________________________________________
 FH1220* NAD 83(1986) POSITION- 35 38 55.8    (N) 094 09 36.3    (W)   HD_HELD2
 FH1220* NAVD 88 ORTHO HEIGHT -   230.402 (meters)      755.91  (feet) ADJUSTED
 FH1220  ______________________________________________________________________
 FH1220  GEOID HEIGHT    -        -28.763 (meters)                     GEOID18
 FH1220  DYNAMIC HEIGHT  -        230.188 (meters)      755.21  (feet) COMP
 FH1220  MODELED GRAVITY -    979,698.7   (mgal)                       NAVD 88
 FH1220
 FH1220  VERT ORDER      -  FIRST     CLASS II
 FH1220
 FH1220.The horizontal coordinates were established by autonomous hand held GPS
 FH1220.observations and have an estimated accuracy of +/- 10 meters.
 FH1220
 FH1220.The orthometric height was determined by differential leveling and
 FH1220.adjusted by the NATIONAL GEODETIC SURVEY
 FH1220.in June 1991.
 FH1220
 FH1220.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1220.GEOID18 height accuracy estimate available here.
 FH1220
 FH1220.Click photographs - Photos may exist for this station.
 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     -   148,089.      204,407.      MT  (+/- 10 meters HH2 GPS)
 FH1220
 FH1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9498045619(NAD 83)
 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
 FH1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1220.See file dsdata.pdf to determine how the superseded data were derived.
 FH1220
 FH1220_MARKER: I = METAL ROD
 FH1220_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH1220+WITH SETTING: INFORMATION.
 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 - April 13, 2009
 FH1220
 FH1220  HISTORY     - Date     Condition        Report By
 FH1220  HISTORY     - 1989     MONUMENTED       NGS
 FH1220  HISTORY     - 20090413 GOOD             ARHD
 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.
 FH1220
 FH1220                          STATION RECOVERY (2009)
 FH1220
 FH1220'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2009 (NVL)
 FH1220'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FH1245 ***********************************************************************
 FH1245  DESIGNATION -  C 313
 FH1245  PID         -  FH1245
 FH1245  STATE/COUNTY-  AR/WASHINGTON
 FH1245  COUNTRY     -  US
 FH1245  USGS QUAD   -  WINSLOW (2017)
 FH1245
 FH1245                         *CURRENT SURVEY CONTROL
 FH1245  ______________________________________________________________________
 FH1245* NAD 83(1986) POSITION- 35 52 18.0    (N) 094 07 51.2    (W)   HD_HELD2
 FH1245* NAVD 88 ORTHO HEIGHT -   444.098 (meters)     1457.01  (feet) ADJUSTED
 FH1245  ______________________________________________________________________
 FH1245  GEOID HEIGHT    -        -28.068 (meters)                     GEOID18
 FH1245  DYNAMIC HEIGHT  -        443.685 (meters)     1455.66  (feet) COMP
 FH1245  MODELED GRAVITY -    979,688.0   (mgal)                       NAVD 88
 FH1245
 FH1245  VERT ORDER      -  FIRST     CLASS II
 FH1245
 FH1245.The horizontal coordinates were established by autonomous hand held GPS
 FH1245.observations and have an estimated accuracy of +/- 10 meters.
 FH1245
 FH1245.The orthometric height was determined by differential leveling and
 FH1245.adjusted by the NATIONAL GEODETIC SURVEY
 FH1245.in June 1991.
 FH1245
 FH1245.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1245.GEOID18 height accuracy estimate available here.
 FH1245
 FH1245.Click photographs - Photos may exist for this station.
 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     -   172,749.      207,585.      MT  (+/- 10 meters HH2 GPS)
 FH1245
 FH1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9790870304(NAD 83)
 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
 FH1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1245.See file dsdata.pdf to determine how the superseded data were derived.
 FH1245
 FH1245_MARKER: I = METAL ROD
 FH1245_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 FF2175 ***********************************************************************
 FF2175  DESIGNATION -  C 314
 FF2175  PID         -  FF2175
 FF2175  STATE/COUNTY-  AR/CRITTENDEN
 FF2175  COUNTRY     -  US
 FF2175  USGS QUAD   -  WEST MEMPHIS (2017)
 FF2175
 FF2175                         *CURRENT SURVEY CONTROL
 FF2175  ______________________________________________________________________
 FF2175* NAD 83(1986) POSITION- 35 14 53.     (N) 090 12 45.     (W)   SCALED
 FF2175* NAVD 88 ORTHO HEIGHT -    66.900 (meters)      219.49  (feet) ADJUSTED
 FF2175  ______________________________________________________________________
 FF2175  GEOID HEIGHT    -        -27.351 (meters)                     GEOID18
 FF2175  DYNAMIC HEIGHT  -         66.840 (meters)      219.29  (feet) COMP
 FF2175  MODELED GRAVITY -    979,741.0   (mgal)                       NAVD 88
 FF2175
 FF2175  VERT ORDER      -  FIRST     CLASS II
 FF2175
 FF2175.The horizontal coordinates were scaled from a map and have
 FF2175.an estimated accuracy of +/- 6 seconds.
 FF2175
 FF2175.The orthometric height was determined by differential leveling and
 FF2175.adjusted by the NATIONAL GEODETIC SURVEY
 FF2175.in January 1995.
 FF2175
 FF2175.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF2175.GEOID18 height accuracy estimate available here.
 FF2175
 FF2175.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV536041(NAD 83)
 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
 FF2175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2175.See file dsdata.pdf to determine how the superseded data were derived.
 FF2175
 FF2175_MARKER: I = METAL ROD
 FF2175_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 FF2197 ***********************************************************************
 FF2197  DESIGNATION -  C 315
 FF2197  PID         -  FF2197
 FF2197  STATE/COUNTY-  AR/CRAIGHEAD
 FF2197  COUNTRY     -  US
 FF2197  USGS QUAD   -  JONESBORO (2017)
 FF2197
 FF2197                         *CURRENT SURVEY CONTROL
 FF2197  ______________________________________________________________________
 FF2197* NAD 83(2011) POSITION- 35 49 46.54312(N) 090 39 43.03365(W)   NO CHECK
 FF2197* NAD 83(2011) ELLIP HT-    51.967 (meters)        (06/27/12)   NO CHECK
 FF2197* NAD 83(2011) EPOCH   -  2010.00
 FF2197* NAVD 88 ORTHO HEIGHT -    79.810 (meters)      261.84  (feet) ADJUSTED
 FF2197  ______________________________________________________________________
 FF2197  GEOID HEIGHT    -        -27.837 (meters)                     GEOID18
 FF2197  NAD 83(2011) X  -    -59,811.487 (meters)                     COMP
 FF2197  NAD 83(2011) Y  - -5,176,786.281 (meters)                     COMP
 FF2197  NAD 83(2011) Z  -  3,712,908.970 (meters)                     COMP
 FF2197  LAPLACE CORR    -         -1.35  (seconds)                    DEFLEC18
 FF2197  DYNAMIC HEIGHT  -         79.742 (meters)      261.62  (feet) COMP
 FF2197  MODELED GRAVITY -    979,780.8   (mgal)                       NAVD 88
 FF2197
 FF2197  VERT ORDER      -  SECOND    CLASS I
 FF2197
 FF2197  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FF2197  Standards:
 FF2197         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FF2197            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FF2197  -------------------------------------------------------------------
 FF2197  NETWORK    1.60   7.78           0.74   0.53   3.97     -0.07578039
 FF2197  -------------------------------------------------------------------
 FF2197  Click here for local accuracies and other accuracy information.
 FF2197
 FF2197.The horizontal coordinates were established by GPS observations
 FF2197.and adjusted by the National Geodetic Survey in June 2012.
 FF2197
 FF2197.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FF2197.been affixed to the stable North American tectonic plate. See 
 FF2197.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FF2197
 FF2197.The horizontal coordinates are valid at the epoch date displayed above
 FF2197.which is a decimal equivalence of Year/Month/Day.
 FF2197
 FF2197.No horizontal observational check was made to the station.
 FF2197
 FF2197.The orthometric height was determined by differential leveling and
 FF2197.adjusted by the NATIONAL GEODETIC SURVEY
 FF2197.in January 2022.
 FF2197
 FF2197.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF2197.GEOID18 height accuracy estimate available here.
 FF2197
 FF2197.Click photographs - Photos may exist for this station.
 FF2197
 FF2197.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF2197
 FF2197.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF2197
 FF2197.The ellipsoidal height was determined by GPS observations
 FF2197.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 FF2197
 FF2197;                    North         East     Units Scale Factor Converg.
 FF2197;SPC AR N     -   166,820.239   520,891.828   MT  0.99994507   +0 46 43.0
 FF2197;SPC AR N     -   547,309.40  1,708,959.27   sFT  0.99994507   +0 46 43.0
 FF2197;UTM  15      - 3,967,571.583   711,193.550   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV1119367571(NAD 83)
 FF2197
 FF2197                          SUPERSEDED SURVEY CONTROL
 FF2197
 FF2197  NAD 83(2007)-  35 49 46.54314(N)    090 39 43.03467(W) AD(2002.00) 0
 FF2197  ELLIP H (02/10/07)   51.988  (m)                       GP(2002.00)    
 FF2197  ELLIP H (12/17/01)   51.997  (m)                       GP(       ) 1 2
 FF2197  NAD 83(1997)-  35 49 46.54294(N)    090 39 43.03465(W) AD(       ) 3
 FF2197  ELLIP H (02/17/00)   51.987  (m)                       GP(       ) 1 2
 FF2197  NAVD 88 (02/07/13)   79.792  (m)          261.78   (f) SUPERSEDED  1 2
 FF2197  NAVD 88              79.81   (m)          261.8    (f) LEVELING    3  
 FF2197  NAVD 88 (01/31/95)   79.810  (m)          261.84   (f) SUPERSEDED  1 2
 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
 FF2197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2197.See file dsdata.pdf to determine how the superseded data were derived.
 FF2197
 FF2197_MARKER: F = FLANGE-ENCASED ROD
 FF2197_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 - July 24, 2012
 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  HISTORY     - 20090527 GOOD             INDIV
 FF2197  HISTORY     - 20120724 GOOD             ASSOEN
 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.
 FF2197
 FF2197                          STATION RECOVERY (2009)
 FF2197
 FF2197'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (JDB)
 FF2197'RECOVERED IN GOOD CONDITION.
 FF2197
 FF2197                          STATION RECOVERY (2012)
 FF2197
 FF2197'RECOVERY NOTE BY ASSOCIATED ENGINEERING 2012 (MPM)
 FF2197'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GE1217 ***********************************************************************
 GE1217  DESIGNATION -  C 316
 GE1217  PID         -  GE1217
 GE1217  STATE/COUNTY-  AR/LAWRENCE
 GE1217  COUNTRY     -  US
 GE1217  USGS QUAD   -  BLACK ROCK (2017)
 GE1217
 GE1217                         *CURRENT SURVEY CONTROL
 GE1217  ______________________________________________________________________
 GE1217* NAD 83(1986) POSITION- 36 06 28.     (N) 091 05 39.     (W)   SCALED
 GE1217* NAVD 88 ORTHO HEIGHT -    80.098 (meters)      262.79  (feet) ADJUSTED
 GE1217  ______________________________________________________________________
 GE1217  GEOID HEIGHT    -        -28.153 (meters)                     GEOID18
 GE1217  DYNAMIC HEIGHT  -         80.031 (meters)      262.57  (feet) COMP
 GE1217  MODELED GRAVITY -    979,803.8   (mgal)                       NAVD 88
 GE1217
 GE1217  VERT ORDER      -  FIRST     CLASS II
 GE1217
 GE1217.The horizontal coordinates were scaled from a map and have
 GE1217.an estimated accuracy of +/- 6 seconds.
 GE1217
 GE1217.The orthometric height was determined by differential leveling and
 GE1217.adjusted by the NATIONAL GEODETIC SURVEY
 GE1217.in January 1995.
 GE1217
 GE1217.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE1217.GEOID18 height accuracy estimate available here.
 GE1217
 GE1217.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV715975(NAD 83)
 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
 GE1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1217.See file dsdata.pdf to determine how the superseded data were derived.
 GE1217
 GE1217_MARKER: DV = VERTICAL CONTROL DISK
 GE1217_SETTING: 66 = SET IN ROCK OUTCROP
 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 = MARCH 20, 2026 22:17:28 EDT
 GE1212 ***********************************************************************
 GE1212  DESIGNATION -  C 317
 GE1212  PID         -  GE1212
 GE1212  STATE/COUNTY-  AR/SHARP
 GE1212  COUNTRY     -  US
 GE1212  USGS QUAD   -  HARDY (2017)
 GE1212
 GE1212                         *CURRENT SURVEY CONTROL
 GE1212  ______________________________________________________________________
 GE1212* NAD 83(1986) POSITION- 36 16 23.     (N) 091 22 29.     (W)   SCALED
 GE1212* NAVD 88 ORTHO HEIGHT -   191.740 (meters)      629.07  (feet) ADJUSTED
 GE1212  ______________________________________________________________________
 GE1212  GEOID HEIGHT    -        -28.385 (meters)                     GEOID18
 GE1212  DYNAMIC HEIGHT  -        191.579 (meters)      628.54  (feet) COMP
 GE1212  MODELED GRAVITY -    979,787.2   (mgal)                       NAVD 88
 GE1212
 GE1212  VERT ORDER      -  FIRST     CLASS II
 GE1212
 GE1212.The horizontal coordinates were scaled from a map and have
 GE1212.an estimated accuracy of +/- 6 seconds.
 GE1212
 GE1212.The orthometric height was determined by differential leveling and
 GE1212.adjusted by the NATIONAL GEODETIC SURVEY
 GE1212.in January 1995.
 GE1212
 GE1212.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE1212.GEOID18 height accuracy estimate available here.
 GE1212
 GE1212.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA459154(NAD 83)
 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
 GE1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1212.See file dsdata.pdf to determine how the superseded data were derived.
 GE1212
 GE1212_MARKER: I = METAL ROD
 GE1212_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0073 ***********************************************************************
 GE0073  DESIGNATION -  C 32
 GE0073  PID         -  GE0073
 GE0073  STATE/COUNTY-  AR/CLAY
 GE0073  COUNTRY     -  US
 GE0073  USGS QUAD   -  PIGGOTT (2017)
 GE0073
 GE0073                         *CURRENT SURVEY CONTROL
 GE0073  ______________________________________________________________________
 GE0073* NAD 83(1986) POSITION- 36 22 36.     (N) 090 11 35.     (W)   SCALED
 GE0073* NAVD 88 ORTHO HEIGHT -    89.863 (meters)      294.83  (feet) ADJUSTED
 GE0073  ______________________________________________________________________
 GE0073  GEOID HEIGHT    -        -28.617 (meters)                     GEOID18
 GE0073  DYNAMIC HEIGHT  -         89.789 (meters)      294.58  (feet) COMP
 GE0073  MODELED GRAVITY -    979,809.9   (mgal)                       NAVD 88
 GE0073
 GE0073  VERT ORDER      -  FIRST     CLASS II
 GE0073
 GE0073.The horizontal coordinates were scaled from a map and have
 GE0073.an estimated accuracy of +/- 6 seconds.
 GE0073
 GE0073.The orthometric height was determined by differential leveling and
 GE0073.adjusted by the NATIONAL GEODETIC SURVEY
 GE0073.in June 1991.
 GE0073
 GE0073.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0073.GEOID18 height accuracy estimate available here.
 GE0073
 GE0073.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA518293(NAD 83)
 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
 GE0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0073.See file dsdata.pdf to determine how the superseded data were derived.
 GE0073
 GE0073_MARKER: DB = BENCH MARK DISK
 GE0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0073_STAMPING: C 32 1933
 GE0073_MARK LOGO: CGS
 GE0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0073+STABILITY: SURFACE MOTION
 GE0073
 GE0073  HISTORY     - Date     Condition        Report By
 GE0073  HISTORY     - 1933     MONUMENTED       CGS
 GE0073  HISTORY     - 1956     POOR             CGS
 GE0073
 GE0073                          STATION DESCRIPTION
 GE0073
 GE0073'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DK2830 ***********************************************************************
 DK2830  DESIGNATION -  C 320
 DK2830  PID         -  DK2830
 DK2830  STATE/COUNTY-  AR/PULASKI
 DK2830  COUNTRY     -  US
 DK2830  USGS QUAD   -  LITTLE ROCK (2017)
 DK2830
 DK2830                         *CURRENT SURVEY CONTROL
 DK2830  ______________________________________________________________________
 DK2830* NAD 83(1986) POSITION- 34 40 45.35   (N) 092 15 54.88   (W)   HD_HELD1
 DK2830* NAVD 88 ORTHO HEIGHT -    99.675 (meters)      327.02  (feet) ADJUSTED
 DK2830  ______________________________________________________________________
 DK2830  GEOID HEIGHT    -        -26.535 (meters)                     GEOID18
 DK2830  DYNAMIC HEIGHT  -         99.582 (meters)      326.71  (feet) COMP
 DK2830  MODELED GRAVITY -    979,692.6   (mgal)                       NAVD 88
 DK2830
 DK2830  VERT ORDER      -  FIRST     CLASS II
 DK2830
 DK2830.The horizontal coordinates were determined by differentially corrected
 DK2830.hand held GPS observations or other comparable positioning techniques
 DK2830.and have an estimated accuracy of +/- 3 meters.
 DK2830
 DK2830.The orthometric height was determined by differential leveling and
 DK2830.adjusted by the NATIONAL GEODETIC SURVEY
 DK2830.in May 2008.
 DK2830
 DK2830.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK2830.GEOID18 height accuracy estimate available here.
 DK2830
 DK2830.Click photographs - Photos may exist for this station.
 DK2830
 DK2830.The dynamic height is computed by dividing the NAVD 88
 DK2830.geopotential number by the normal gravity value computed on the
 DK2830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2830.degrees latitude (g = 980.6199 gals.).
 DK2830
 DK2830.The modeled gravity was interpolated from observed gravity values.
 DK2830
 DK2830;                    North         East    Units  Estimated Accuracy
 DK2830;SPC AR S     -   623,259.4     375,692.7     MT  (+/- 3 meters HH1 GPS) 
 DK2830
 DK2830_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6730837721(NAD 83)
 DK2830
 DK2830                          SUPERSEDED SURVEY CONTROL
 DK2830
 DK2830.No superseded survey control is available for this station.
 DK2830
 DK2830_MARKER: DV = VERTICAL CONTROL DISK
 DK2830_SETTING: 66 = SET IN ROCK OUTCROP
 DK2830_STAMPING: C 320 2007
 DK2830_MARK LOGO: NGS
 DK2830_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DK2830+STABILITY: POSITION/ELEVATION WELL
 DK2830_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2830+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2020
 DK2830
 DK2830  HISTORY     - Date     Condition        Report By
 DK2830  HISTORY     - 20070404 MONUMENTED       ARHD
 DK2830  HISTORY     - 20131115 GOOD             USACEL
 DK2830  HISTORY     - 20200422 GOOD             ARHD
 DK2830
 DK2830                          STATION DESCRIPTION
 DK2830
 DK2830'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2007
 DK2830'THE MARK IS LOCATED ABOUT 5.0 MI (8.0 KM) SOUTH OF LITTLE ROCK, AR.
 DK2830'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DK2830'
 DK2830'TO REACH FROM THE INTERSECTION OF US INTERSTATE HIGHWAY 530 AND US
 DK2830'HIGHWAY 338 ABOUT 5.0 MI (8.0 KM) SOUTH OF LITTLE ROCK, GO EAST ON
 DK2830'HIGHWAY 338 FOR 0.05 MI (0.1 KM) TO THE NORTH BOUND ON RAMP FOR
 DK2830'HIGHWAY 530 AND SHAMBURGER LANE.  BEAR RIGHT ON THE LANE AND GO 0.3 MI
 DK2830'(0.5 KM) TO THE STATION ON THE LEFT.SET IN THE TOP NORTHWEST END OF A
 DK2830'6 X 4-FOOT PIECE OF EXPOSED BEDROCK.
 DK2830'
 DK2830'22.0 METERS WEST OF THE CENTERLINE OF SHAMBURG ROAD,  13.8 METERS
 DK2830'NORTHWEST OF A POWER POLE, AND 1.0 METER SOUTH OF A WITNESS POST.
 DK2830
 DK2830                          STATION RECOVERY (2013)
 DK2830
 DK2830'RECOVERY NOTE BY USACE LITTLE ROCK 2013 (SCC)
 DK2830'THE MARK WAS FOUND IN GOOD CONDITION.  THERE ARE SOME GPS OBSTRUCTIONS
 DK2830'TO THE SOUTH, UP TO APPROXIMATELY 18 DEGREES.  OTHERWISE THIS IS A
 DK2830'GOOD STABLE STATION.
 DK2830
 DK2830                          STATION RECOVERY (2020)
 DK2830
 DK2830'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2020 (JH)
 DK2830'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK2857 ***********************************************************************
 DK2857  DESIGNATION -  C 321
 DK2857  PID         -  DK2857
 DK2857  STATE/COUNTY-  AR/PULASKI
 DK2857  COUNTRY     -  US
 DK2857  USGS QUAD   -  PINNACLE MOUNTAIN (2017)
 DK2857
 DK2857                         *CURRENT SURVEY CONTROL
 DK2857  ______________________________________________________________________
 DK2857* NAD 83(1986) POSITION- 34 45 51.     (N) 092 23 48.     (W)   SCALED
 DK2857* NAVD 88 ORTHO HEIGHT -   126.309 (meters)      414.40  (feet) ADJUSTED
 DK2857  ______________________________________________________________________
 DK2857  GEOID HEIGHT    -        -26.748 (meters)                     GEOID18
 DK2857  DYNAMIC HEIGHT  -        126.191 (meters)      414.01  (feet) COMP
 DK2857  MODELED GRAVITY -    979,703.3   (mgal)                       NAVD 88
 DK2857
 DK2857  VERT ORDER      -  FIRST     CLASS II
 DK2857
 DK2857.The horizontal coordinates were scaled from a map and have
 DK2857.an estimated accuracy of +/- 6 seconds.
 DK2857
 DK2857.The orthometric height was determined by differential leveling and
 DK2857.adjusted by the NATIONAL GEODETIC SURVEY
 DK2857.in May 2008.
 DK2857
 DK2857.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK2857.GEOID18 height accuracy estimate available here.
 DK2857
 DK2857.Click photographs - Photos may exist for this station.
 DK2857
 DK2857.The dynamic height is computed by dividing the NAVD 88
 DK2857.geopotential number by the normal gravity value computed on the
 DK2857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2857.degrees latitude (g = 980.6199 gals.).
 DK2857
 DK2857.The modeled gravity was interpolated from observed gravity values.
 DK2857
 DK2857;                    North         East    Units  Estimated Accuracy
 DK2857;SPC AR S     -   632,720.      363,690.      MT  (+/- 180 meters Scaled)
 DK2857
 DK2857_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU552470(NAD 83)
 DK2857
 DK2857                          SUPERSEDED SURVEY CONTROL
 DK2857
 DK2857.No superseded survey control is available for this station.
 DK2857
 DK2857_MARKER: DB = BENCH MARK DISK
 DK2857_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DK2857_SP_SET: BRIDGE WINGWALL
 DK2857_STAMPING: C 321 2007
 DK2857_MARK LOGO: ARHD
 DK2857_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK2857_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK2857_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK2857+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2012
 DK2857
 DK2857  HISTORY     - Date     Condition        Report By
 DK2857  HISTORY     - 20070411 MONUMENTED       ARHD
 DK2857  HISTORY     - 20120302 GOOD             ARHD
 DK2857
 DK2857                          STATION DESCRIPTION
 DK2857
 DK2857'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2007
 DK2857'THE MARK IS LOCATED ABOUT 2.0 MI (3.2 KM) WEST OF LITTLE ROCK
 DK2857'ARKANSAS.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DK2857'
 DK2857'TO REACH FROM THE INTERSECTION OF INTERSTATE HIGHWAY 630 AND
 DK2857'SHACKLEFORD ROAD, GO NORTH ON SHACKLEFORD ROAD FOR 1.2 MI (1.9 KM) TO
 DK2857'A BRIDGE CROSSING A SMALL CREEK AND THE STATION ON THE LEFT.  SET IN
 DK2857'SOUTHEAST CONCRETE WING WALL.
 DK2857'
 DK2857'17.8 METERS NORTHEAST OF A LIGHT POLE, 12.7 METERS EAST OF A MAN HOLE
 DK2857'COVER, 7.1 METERS NORTHWEST OF THE CENTERLINE OF THE ROAD, AND 0.9
 DK2857'METERS NORTHWEST OF A BRIDGE POST.
 DK2857
 DK2857                          STATION RECOVERY (2012)
 DK2857
 DK2857'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (JDH)
 DK2857'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO4781 ***********************************************************************
 DO4781  DESIGNATION -  C 326
 DO4781  PID         -  DO4781
 DO4781  STATE/COUNTY-  AR/POPE
 DO4781  COUNTRY     -  US
 DO4781  USGS QUAD   -  RUSSELLVILLE WEST (2017)
 DO4781
 DO4781                         *CURRENT SURVEY CONTROL
 DO4781  ______________________________________________________________________
 DO4781* NAD 83(1986) POSITION- 35 18 20.3    (N) 093 08 17.6    (W)   HD_HELD2
 DO4781* NAVD 88 ORTHO HEIGHT -   116.681 (meters)      382.81  (feet) ADJUSTED
 DO4781  ______________________________________________________________________
 DO4781  GEOID HEIGHT    -        -29.147 (meters)                     GEOID18
 DO4781  DYNAMIC HEIGHT  -        116.571 (meters)      382.45  (feet) COMP
 DO4781  MODELED GRAVITY -    979,685.2   (mgal)                       NAVD 88
 DO4781
 DO4781  VERT ORDER      -  FIRST     CLASS II
 DO4781
 DO4781.The horizontal coordinates were established by autonomous hand held GPS
 DO4781.observations and have an estimated accuracy of +/- 10 meters.
 DO4781
 DO4781.The orthometric height was determined by differential leveling and
 DO4781.adjusted by the NATIONAL GEODETIC SURVEY
 DO4781.in April 2013.
 DO4781
 DO4781.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO4781.GEOID18 height accuracy estimate available here.
 DO4781
 DO4781.Click photographs - Photos may exist for this station.
 DO4781
 DO4781.The dynamic height is computed by dividing the NAVD 88
 DO4781.geopotential number by the normal gravity value computed on the
 DO4781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO4781.degrees latitude (g = 980.6199 gals.).
 DO4781
 DO4781.The modeled gravity was interpolated from observed gravity values.
 DO4781
 DO4781;                    North         East    Units  Estimated Accuracy
 DO4781;SPC AR N     -   108,467.      296,489.      MT  (+/- 10 meters HH2 GPS)
 DO4781
 DO4781_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV8743406946(NAD 83)
 DO4781
 DO4781                          SUPERSEDED SURVEY CONTROL
 DO4781
 DO4781.No superseded survey control is available for this station.
 DO4781
 DO4781_MARKER: DV = VERTICAL CONTROL DISK
 DO4781_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DO4781_SP_SET: BRIDGE ABUTMENT
 DO4781_STAMPING: C 326 2009
 DO4781_MARK LOGO: ARHD
 DO4781_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO4781_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO4781_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO4781+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2017
 DO4781
 DO4781  HISTORY     - Date     Condition        Report By
 DO4781  HISTORY     - 20090709 MONUMENTED       ARHD
 DO4781  HISTORY     - 20170222 GOOD             ARHD
 DO4781
 DO4781                          STATION DESCRIPTION
 DO4781
 DO4781'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2009 (DS)
 DO4781'THE STATION IS LOCATED ABOUT 0.2 MI (0.3 KM) NORTH OF
 DO4781'RUSSELLVILLE.OWNERSHIP--ROAD RIGHT-OF-WAY.
 DO4781'
 DO4781'THE STATION IS LOCATED IN THE SOUTHEAST CORNER OF A BRIDGE ON ARKANSAS
 DO4781'STATE HIGHWAY 7 THAT IS CROSSING U.S. INTERSTATE 40 IN RUSSELLVILLE.
 DO4781'
 DO4781'IT IS 12.0 M (39.4 FT) EAST OF THE CENTERLINE OF HIGHWAY 7, 8.7 M
 DO4781'(28.5 FT) NORTH OF THE SOUTH END OF A CONCRETE PARAPET WALL.
 DO4781
 DO4781                          STATION RECOVERY (2017)
 DO4781
 DO4781'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2017 (JDH)
 DO4781'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0082 ***********************************************************************
 FF0082  DESIGNATION -  C 33
 FF0082  PID         -  FF0082
 FF0082  STATE/COUNTY-  AR/CRAIGHEAD
 FF0082  COUNTRY     -  US
 FF0082  USGS QUAD   -  LEACHVILLE (2017)
 FF0082
 FF0082                         *CURRENT SURVEY CONTROL
 FF0082  ______________________________________________________________________
 FF0082* NAD 83(1986) POSITION- 35 53 21.     (N) 090 20 26.     (W)   SCALED
 FF0082* NAVD 88 ORTHO HEIGHT -    72.004 (meters)      236.23  (feet) POSTED
 FF0082  ______________________________________________________________________
 FF0082  GEOID HEIGHT    -        -28.114 (meters)                     GEOID18
 FF0082  DYNAMIC HEIGHT  -         71.94  (meters)      236.0   (feet) COMP
 FF0082  MODELED GRAVITY -    979,782.4   (mgal)                       NAVD 88
 FF0082
 FF0082  VERT ORDER      -  * POSTED, SEE BELOW
 FF0082
 FF0082.The horizontal coordinates were scaled from a 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
 FF0082.* This is a POSTED BENCH MARK height.
 FF0082
 FF0082.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0082.GEOID18 height accuracy estimate available here.
 FF0082
 FF0082.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV400749(NAD 83)
 FF0082
 FF0082                          SUPERSEDED SURVEY CONTROL
 FF0082
 FF0082  NGVD 29 (11/26/84)   71.971  (m)          236.12   (f) ADJUSTED    1 2
 FF0082
 FF0082.Superseded values are not recommended for survey control.
 FF0082
 FF0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0082.See file dsdata.pdf to determine how the superseded data were derived.
 FF0082
 FF0082_MARKER: DB = BENCH MARK DISK
 FF0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0082_STAMPING: C 33 1933
 FF0082_MARK LOGO: CGS
 FF0082_PROJECTION: FLUSH
 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 = MARCH 20, 2026 22:17:28 EDT
 DO2559 ***********************************************************************
 DO2559  DESIGNATION -  C 330
 DO2559  PID         -  DO2559
 DO2559  STATE/COUNTY-  AR/CRAIGHEAD
 DO2559  COUNTRY     -  US
 DO2559  USGS QUAD   -  JONESBORO (2017)
 DO2559
 DO2559                         *CURRENT SURVEY CONTROL
 DO2559  ______________________________________________________________________
 DO2559* NAD 83(1986) POSITION- 35 48 27.07   (N) 090 38 28.84   (W)   HD_HELD1
 DO2559* NAVD 88 ORTHO HEIGHT -    75.839 (meters)      248.82  (feet) ADJUSTED
 DO2559  ______________________________________________________________________
 DO2559  GEOID HEIGHT    -        -27.841 (meters)                     GEOID18
 DO2559  DYNAMIC HEIGHT  -         75.775 (meters)      248.61  (feet) COMP
 DO2559  MODELED GRAVITY -    979,779.8   (mgal)                       NAVD 88
 DO2559
 DO2559  VERT ORDER      -  FIRST     CLASS II
 DO2559
 DO2559.The horizontal coordinates were determined by differentially corrected
 DO2559.hand held GPS observations or other comparable positioning techniques
 DO2559.and have an estimated accuracy of +/- 3 meters.
 DO2559
 DO2559.The orthometric height was determined by differential leveling and
 DO2559.adjusted by the NATIONAL GEODETIC SURVEY
 DO2559.in February 2013.
 DO2559
 DO2559.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2559.GEOID18 height accuracy estimate available here.
 DO2559
 DO2559.Click photographs - Photos may exist for this station.
 DO2559
 DO2559.The dynamic height is computed by dividing the NAVD 88
 DO2559.geopotential number by the normal gravity value computed on the
 DO2559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2559.degrees latitude (g = 980.6199 gals.).
 DO2559
 DO2559.The modeled gravity was interpolated from observed gravity values.
 DO2559
 DO2559;                    North         East    Units  Estimated Accuracy
 DO2559;SPC AR N     -   164,396.7     522,787.6     MT  (+/- 3 meters HH1 GPS) 
 DO2559
 DO2559_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV1311465167(NAD 83)
 DO2559
 DO2559                          SUPERSEDED SURVEY CONTROL
 DO2559
 DO2559.No superseded survey control is available for this station.
 DO2559
 DO2559_MARKER: DB = BENCH MARK DISK
 DO2559_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DO2559_SP_SET: BRIDGE ABUTMENT
 DO2559_STAMPING: C 330 2011
 DO2559_MARK LOGO: ARHD
 DO2559_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2559_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO2559_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2559+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2011
 DO2559
 DO2559  HISTORY     - Date     Condition        Report By
 DO2559  HISTORY     - 20110314 MONUMENTED       ASSOEN
 DO2559
 DO2559                          STATION DESCRIPTION
 DO2559
 DO2559'DESCRIBED BY ASSOCIATED ENGINEERING 2011 (MPM)
 DO2559'THE MARK IS LOCATED ABOUT 7.2 MI (11.6 KM) SOUTH-SOUTHWEST OF
 DO2559'BROOKLAND, 6.1 MI (9.8 KM) WEST OF NEEDHAM AND 4.3 MI (6.9 KM)
 DO2559'SOUTHEAST OF JONESBORO.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DO2559'
 DO2559'TO REACH FROM THE INTERSECTION OF WEST PARKER ROAD AND AR HIGHWAY 463
 DO2559'HEAD NORTHWEST ON ARKANSAS HIGHWAY 463 FOR 0.4 MI (0.6 KM) TURN LEFT
 DO2559'ON ACCESS ROAD AND GO 0.2 MI (0.3 KM) TO THE MARK ON THE LEFT.
 DO2559'
 DO2559'IT IS 65.75 FT (20.0 M) WEST OF THE CENTERLINE OF A DITCH, 64.3 FT
 DO2559'(19.6 M) NORTH OF THE CENTERLINE OF US HIGHWAY 63 ON RAMP, 36.95 FT
 DO2559'(11.3 M) SOUTHEAST OF A VERTICAL PANEL TRAFFIC SIGN, 18.35 FT (5.6 M)
 DO2559'SOUTH OF THE CENTERLINE OF STREET AND SET VERTICALLY IN THE SOUTHWEST
 DO2559'FACE OF THE ABUTMENT AND ABOUT LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO2585 ***********************************************************************
 DO2585  DESIGNATION -  C 331
 DO2585  PID         -  DO2585
 DO2585  STATE/COUNTY-  AR/CRAIGHEAD
 DO2585  COUNTRY     -  US
 DO2585  USGS QUAD   -  JONESBORO (2017)
 DO2585
 DO2585                         *CURRENT SURVEY CONTROL
 DO2585  ______________________________________________________________________
 DO2585* NAD 83(1986) POSITION- 35 51 56.64   (N) 090 42 10.70   (W)   HD_HELD1
 DO2585* NAVD 88 ORTHO HEIGHT -    97.433 (meters)      319.66  (feet) ADJUSTED
 DO2585  ______________________________________________________________________
 DO2585  GEOID HEIGHT    -        -27.841 (meters)                     GEOID18
 DO2585  DYNAMIC HEIGHT  -         97.350 (meters)      319.39  (feet) COMP
 DO2585  MODELED GRAVITY -    979,781.4   (mgal)                       NAVD 88
 DO2585
 DO2585  VERT ORDER      -  FIRST     CLASS II
 DO2585
 DO2585.The horizontal coordinates were determined by differentially corrected
 DO2585.hand held GPS observations or other comparable positioning techniques
 DO2585.and have an estimated accuracy of +/- 3 meters.
 DO2585
 DO2585.The orthometric height was determined by differential leveling and
 DO2585.adjusted by the NATIONAL GEODETIC SURVEY
 DO2585.in February 2013.
 DO2585
 DO2585.No vertical observational check was made to the station.
 DO2585
 DO2585.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2585.GEOID18 height accuracy estimate available here.
 DO2585
 DO2585.Click photographs - Photos may exist for this station.
 DO2585
 DO2585.The dynamic height is computed by dividing the NAVD 88
 DO2585.geopotential number by the normal gravity value computed on the
 DO2585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2585.degrees latitude (g = 980.6199 gals.).
 DO2585
 DO2585.The modeled gravity was interpolated from observed gravity values.
 DO2585
 DO2585;                    North         East    Units  Estimated Accuracy
 DO2585;SPC AR N     -   170,779.8     517,133.2     MT  (+/- 3 meters HH1 GPS) 
 DO2585
 DO2585_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV0739371492(NAD 83)
 DO2585
 DO2585                          SUPERSEDED SURVEY CONTROL
 DO2585
 DO2585.No superseded survey control is available for this station.
 DO2585
 DO2585_MARKER: F = FLANGE-ENCASED ROD
 DO2585_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DO2585_STAMPING: C 331 2011
 DO2585_MARK LOGO: NONE
 DO2585_PROJECTION: RECESSED 3 CENTIMETERS
 DO2585_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DO2585_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO2585_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2585+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2010
 DO2585_ROD/PIPE-DEPTH: 6.0 meters
 DO2585_SLEEVE-DEPTH  : 1 meters
 DO2585
 DO2585  HISTORY     - Date     Condition        Report By
 DO2585  HISTORY     - 20101122 MONUMENTED       ASSOEN
 DO2585
 DO2585                          STATION DESCRIPTION
 DO2585
 DO2585'DESCRIBED BY ASSOCIATED ENGINEERING 2010 (MPM)
 DO2585'THE MARK IS LOCATED ABOUT 6.3 MI (10.1 KM) EAST-SOUTHEAST OF BONO, 5.6
 DO2585'MI (9.0 KM) EAST OF HERMAN AND 1.6 MI (2.6 KM) NORTH OF JONESBORO.
 DO2585'
 DO2585'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DO2585'
 DO2585'TO REACH FROM THE INTERSECTION OF ARKANSAS HIGHWAY 141 AND MAGNOLIA
 DO2585'ROAD HEAD SOUTH ON HIGHWAY 141 0.20 MI (0.3 KM) TO THE MARK ON THE
 DO2585'LEFT.
 DO2585'
 DO2585'THE MARK IS LOCATED AT THE SOUTHEAST CORNER OF THE INTERSECTION OF
 DO2585'ARKANSAS HIGHWAY 141 AND JESSUP DRIVE.
 DO2585'
 DO2585'IT IS 17 FT (5.2 M) SOUTHWEST OF A FIBERGLASS WITNESS POST, 11 FT (3.4
 DO2585'M) SOUTH OF A TRAFFIC SIGN AND 10 FT (3.0 M) NORTH OF A DRAINAGE
 DO2585'INLET.
 DO2585'
 DO2585'NOTE-ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH (13 CM) LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO2612 ***********************************************************************
 DO2612  DESIGNATION -  C 332
 DO2612  PID         -  DO2612
 DO2612  STATE/COUNTY-  AR/CRAIGHEAD
 DO2612  COUNTRY     -  US
 DO2612  USGS QUAD   -  HERMAN (2017)
 DO2612
 DO2612                         *CURRENT SURVEY CONTROL
 DO2612  ______________________________________________________________________
 DO2612* NAD 83(1986) POSITION- 35 46 39.89   (N) 090 47 09.46   (W)   HD_HELD1
 DO2612* NAVD 88 ORTHO HEIGHT -    79.498 (meters)      260.82  (feet) ADJUSTED
 DO2612  ______________________________________________________________________
 DO2612  GEOID HEIGHT    -        -27.753 (meters)                     GEOID18
 DO2612  DYNAMIC HEIGHT  -         79.430 (meters)      260.60  (feet) COMP
 DO2612  MODELED GRAVITY -    979,780.3   (mgal)                       NAVD 88
 DO2612
 DO2612  VERT ORDER      -  FIRST     CLASS II
 DO2612
 DO2612.The horizontal coordinates were determined by differentially corrected
 DO2612.hand held GPS observations or other comparable positioning techniques
 DO2612.and have an estimated accuracy of +/- 3 meters.
 DO2612
 DO2612.The orthometric height was determined by differential leveling and
 DO2612.adjusted by the NATIONAL GEODETIC SURVEY
 DO2612.in February 2013.
 DO2612
 DO2612.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2612.GEOID18 height accuracy estimate available here.
 DO2612
 DO2612.Click photographs - Photos may exist for this station.
 DO2612
 DO2612.The dynamic height is computed by dividing the NAVD 88
 DO2612.geopotential number by the normal gravity value computed on the
 DO2612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2612.degrees latitude (g = 980.6199 gals.).
 DO2612
 DO2612.The modeled gravity was interpolated from observed gravity values.
 DO2612
 DO2612;                    North         East    Units  Estimated Accuracy
 DO2612;SPC AR N     -   160,923.0     509,759.3     MT  (+/- 3 meters HH1 GPS) 
 DO2612
 DO2612_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV0012061559(NAD 83)
 DO2612
 DO2612                          SUPERSEDED SURVEY CONTROL
 DO2612
 DO2612.No superseded survey control is available for this station.
 DO2612
 DO2612_MARKER: DB = BENCH MARK DISK
 DO2612_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DO2612_SP_SET: HEADWALL
 DO2612_STAMPING: C 332 2011
 DO2612_MARK LOGO: ARHD
 DO2612_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO2612+STABILITY: SURFACE MOTION
 DO2612_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2612+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2010
 DO2612
 DO2612  HISTORY     - Date     Condition        Report By
 DO2612  HISTORY     - 20101201 MONUMENTED       ASSOEN
 DO2612
 DO2612                          STATION DESCRIPTION
 DO2612
 DO2612'DESCRIBED BY ASSOCIATED ENGINEERING 2010 (MPM)
 DO2612'THE MARK IS LOCATED ABOUT 6.4 MI (10.3 KM) SOUTHWEST OF JONESBORO, 5.3
 DO2612'MI (8.5 KM) SOUTH OF HERMAN AND 4.6 MI (7.4 KM) NORTHEAST OF OTWELL.
 DO2612'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DO2612'
 DO2612'TO REACH FROM THE INTERSECTION OF HIGHWAY 63 AND SOUTHWEST DRIVE GO
 DO2612'SOUTHWEST ON SOUTHWEST DRIVE 4.90 MI (7.9 KM) TO THE MARK ON THE LEFT.
 DO2612'IT IS 68.57 FT (20.9 M) NORTHWEST OF A POWER LINE POLE, 64.72 FT (19.7
 DO2612'M) SOUTH OF THE CENTERLINE OF HIGHWAY 49, 63.41 FT (19.3 M) WEST OF
 DO2612'THE CENTERLINE OF CRAIGHEAD COUNTY ROAD 441 AND 8.18 FT (2.5 M) EAST
 DO2612'OF THE SOUTHWEST CORNER OF A BOX CULVERT.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO5139 ***********************************************************************
 DO5139  DESIGNATION -  C 333
 DO5139  PID         -  DO5139
 DO5139  STATE/COUNTY-  AR/CROSS
 DO5139  COUNTRY     -  US
 DO5139  USGS QUAD   -  VANNDALE (2017)
 DO5139
 DO5139                         *CURRENT SURVEY CONTROL
 DO5139  ______________________________________________________________________
 DO5139* NAD 83(1986) POSITION- 35 15 14.     (N) 090 47 40.     (W)   SCALED
 DO5139* NAVD 88 ORTHO HEIGHT -    78.587 (meters)      257.83  (feet) ADJUSTED
 DO5139  ______________________________________________________________________
 DO5139  GEOID HEIGHT    -        -27.220 (meters)                     GEOID18
 DO5139  DYNAMIC HEIGHT  -         78.516 (meters)      257.60  (feet) COMP
 DO5139  MODELED GRAVITY -    979,735.0   (mgal)                       NAVD 88
 DO5139
 DO5139  VERT ORDER      -  FIRST     CLASS II
 DO5139
 DO5139.The horizontal coordinates were scaled from a map and have
 DO5139.an estimated accuracy of +/- 6 seconds.
 DO5139
 DO5139.The orthometric height was determined by differential leveling and
 DO5139.adjusted by the NATIONAL GEODETIC SURVEY
 DO5139.in April 2013.
 DO5139
 DO5139.No vertical observational check was made to the station.
 DO5139
 DO5139.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO5139.GEOID18 height accuracy estimate available here.
 DO5139
 DO5139.Click photographs - Photos may exist for this station.
 DO5139
 DO5139.The dynamic height is computed by dividing the NAVD 88
 DO5139.geopotential number by the normal gravity value computed on the
 DO5139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO5139.degrees latitude (g = 980.6199 gals.).
 DO5139
 DO5139.The modeled gravity was interpolated from observed gravity values.
 DO5139
 DO5139;                    North         East    Units  Estimated Accuracy
 DO5139;SPC AR N     -   102,800.      509,700.      MT  (+/- 180 meters Scaled)
 DO5139
 DO5139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV006034(NAD 83)
 DO5139
 DO5139                          SUPERSEDED SURVEY CONTROL
 DO5139
 DO5139.No superseded survey control is available for this station.
 DO5139
 DO5139_MARKER: B = BOLT
 DO5139_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO5139_SP_SET: HIGH POWER LINE BASE
 DO5139_STAMPING: C 333 2011
 DO5139_MARK LOGO: ARHD
 DO5139_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DO5139_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO5139_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO5139+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2011
 DO5139
 DO5139  HISTORY     - Date     Condition        Report By
 DO5139  HISTORY     - 20111006 MONUMENTED       ARHD
 DO5139
 DO5139                          STATION DESCRIPTION
 DO5139
 DO5139'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (JDH)
 DO5139'THE STATION IS LOCATED ABOUT 5.8 MI (9.3 KM) WEST-NORTHWEST OF
 DO5139'WITTSBURG, 4.3 MI (6.9 KM) SOUTH-SOUTHWEST OF VANNDALE AND 2.1 MI (3.4
 DO5139'KM) NORTH-NORTHWEST OF WYNNE.  THE STATION IS LOCATED AT THE WEST SIDE
 DO5139'OF WYNNE.
 DO5139'
 DO5139'TO REACH FROM THE INTERSECTION OF HIGHWAY 64 AND HIGHWAY 1 NORTH, GO
 DO5139'WEST ON HIGHWAY 64 280 FT (85.3 M) TO MARK ON THE LEFT.
 DO5139'
 DO5139'IT IS 93.5 FT (28.5 M) SOUTH OF CENTER LINE OF HIGHWAY, 64.79 FT (19.7
 DO5139'M) SOUTH OF THE SOUTH EAST BRIDGE CORNER OVER DRAINAGE CANAL AND 21.6
 DO5139'FT (6.6 M) WEST OF A MANHOLE.
 DO5139'
 DO5139'NOTE-C 333 2011 WAS STAMPED ON THE BOLT.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DP6881 ***********************************************************************
 DP6881  DESIGNATION -  C 334
 DP6881  PID         -  DP6881
 DP6881  STATE/COUNTY-  AR/INDEPENDENCE
 DP6881  COUNTRY     -  US
 DP6881  USGS QUAD   -  BATESVILLE (2017)
 DP6881
 DP6881                         *CURRENT SURVEY CONTROL
 DP6881  ______________________________________________________________________
 DP6881* NAD 83(1986) POSITION- 35 45 39.2    (N) 091 38 28.3    (W)   HD_HELD2
 DP6881* NAVD 88 ORTHO HEIGHT -    82.804 (meters)      271.67  (feet) ADJUSTED
 DP6881  ______________________________________________________________________
 DP6881  GEOID HEIGHT    -        -27.582 (meters)                     GEOID18
 DP6881  DYNAMIC HEIGHT  -         82.733 (meters)      271.43  (feet) COMP
 DP6881  MODELED GRAVITY -    979,772.1   (mgal)                       NAVD 88
 DP6881
 DP6881  VERT ORDER      -  SECOND    CLASS I
 DP6881
 DP6881.The horizontal coordinates were established by autonomous hand held GPS
 DP6881.observations and have an estimated accuracy of +/- 10 meters.
 DP6881
 DP6881.The orthometric height was determined by differential leveling and
 DP6881.adjusted by the NATIONAL GEODETIC SURVEY
 DP6881.in October 2015.
 DP6881
 DP6881.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6881.GEOID18 height accuracy estimate available here.
 DP6881
 DP6881.Click photographs - Photos may exist for this station.
 DP6881
 DP6881.The dynamic height is computed by dividing the NAVD 88
 DP6881.geopotential number by the normal gravity value computed on the
 DP6881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6881.degrees latitude (g = 980.6199 gals.).
 DP6881
 DP6881.The modeled gravity was interpolated from observed gravity values.
 DP6881
 DP6881;                    North         East    Units  Estimated Accuracy
 DP6881;SPC AR N     -   158,435.      432,447.      MT  (+/- 10 meters HH2 GPS)
 DP6881
 DP6881_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV2283858279(NAD 83)
 DP6881
 DP6881                          SUPERSEDED SURVEY CONTROL
 DP6881
 DP6881.No superseded survey control is available for this station.
 DP6881
 DP6881_MARKER: DB = BENCH MARK DISK
 DP6881_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP6881_SP_SET: BRIDGE ABUTMENT
 DP6881_STAMPING: C 334 2012
 DP6881_MARK LOGO: ARHD
 DP6881_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6881_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6881+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2012
 DP6881
 DP6881  HISTORY     - Date     Condition        Report By
 DP6881  HISTORY     - 20120604 MONUMENTED       ARHD
 DP6881
 DP6881                          STATION DESCRIPTION
 DP6881
 DP6881'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (JDH)
 DP6881'THE STATION IS LOCATED ABOUT 9.1 KM (5.7 MI) NORTHEAST OF JAMESTOWN,
 DP6881'8.8 KM (5.5 MI) NORTH-NORTHWEST OF SALADO AND 1.0 KM (0.6 MI) SOUTH OF
 DP6881'BATESVILLE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DP6881'
 DP6881'TO REACH FROM THE INTERSECTION OF US HIGHWAY 167 AND STATE HIGHWAY 69,
 DP6881'GO SOUTH ON HIGHWAY 167 FOR 0.6 MI (1.0 KM) TO THE STATION ON THE
 DP6881'RIGHT, SET IN THE NORTHWEST CORNER OF THE WHITE RIVER BRIDGE.
 DP6881'
 DP6881'IT IS 10 FT (3.0 M) SOUTH OF THE GUARD RAIL AND 14 FT (4.3 M) WEST OF
 DP6881'THE CENTERLINE OF HIGHWAY 167.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO7938 ***********************************************************************
 DO7938  DESIGNATION -  C 335
 DO7938  PID         -  DO7938
 DO7938  STATE/COUNTY-  AR/GREENE
 DO7938  COUNTRY     -  US
 DO7938  USGS QUAD   -  PARAGOULD WEST (2017)
 DO7938
 DO7938                         *CURRENT SURVEY CONTROL
 DO7938  ______________________________________________________________________
 DO7938* NAD 83(1986) POSITION- 36 04 27.     (N) 090 37 23.     (W)   SCALED
 DO7938* NAVD 88 ORTHO HEIGHT -   114.849 (meters)      376.80  (feet) ADJUSTED
 DO7938  ______________________________________________________________________
 DO7938  GEOID HEIGHT    -        -28.178 (meters)                     GEOID18
 DO7938  DYNAMIC HEIGHT  -        114.751 (meters)      376.48  (feet) COMP
 DO7938  MODELED GRAVITY -    979,784.5   (mgal)                       NAVD 88
 DO7938
 DO7938  VERT ORDER      -  FIRST     CLASS II
 DO7938
 DO7938.The horizontal coordinates were scaled from a map and have
 DO7938.an estimated accuracy of +/- 6 seconds.
 DO7938
 DO7938.The orthometric height was determined by differential leveling and
 DO7938.adjusted by the NATIONAL GEODETIC SURVEY
 DO7938.in March 2014.
 DO7938
 DO7938.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7938.GEOID18 height accuracy estimate available here.
 DO7938
 DO7938.Click photographs - Photos may exist for this station.
 DO7938
 DO7938.The dynamic height is computed by dividing the NAVD 88
 DO7938.geopotential number by the normal gravity value computed on the
 DO7938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7938.degrees latitude (g = 980.6199 gals.).
 DO7938
 DO7938.The modeled gravity was interpolated from observed gravity values.
 DO7938
 DO7938;                    North         East    Units  Estimated Accuracy
 DO7938;SPC AR N     -   194,000.      524,030.      MT  (+/- 180 meters Scaled)
 DO7938
 DO7938_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV140947(NAD 83)
 DO7938
 DO7938                          SUPERSEDED SURVEY CONTROL
 DO7938
 DO7938.No superseded survey control is available for this station.
 DO7938
 DO7938_MARKER: F = FLANGE-ENCASED ROD
 DO7938_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DO7938_STAMPING: C 335 2012
 DO7938_MARK LOGO: ASSOEN
 DO7938_PROJECTION: RECESSED 3 CENTIMETERS
 DO7938_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO7938_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7938_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7938+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2012
 DO7938_ROD/PIPE-DEPTH: 3.56 meters
 DO7938_SLEEVE-DEPTH  : 1 meters
 DO7938
 DO7938  HISTORY     - Date     Condition        Report By
 DO7938  HISTORY     - 20121025 MONUMENTED       ASSOEN
 DO7938
 DO7938                          STATION DESCRIPTION
 DO7938
 DO7938'DESCRIBED BY ASSOCIATED ENGINEERING 2012 (MPM)
 DO7938'THE MARK IS LOCATED ABOUT 12.7 KM (7.9 MI) NORTHEAST OF LORADO, 11.2
 DO7938'KM (7.0 MI) WEST OF PARAGOULD AND 5.5 KM (3.4 MI) NORTHEAST OF
 DO7938'WALCOTT.
 DO7938'
 DO7938'TO REACH FROM THE INTERSECTION OF HIGHWAY 412 WEST AND HIGHWAY 49Y
 DO7938'NORTH IN PARAGOULD, ARKANSAS, GO WEST ON HIGHWAY 412 FOR 6.50 MI (10.5
 DO7938'KM) TO THE MARK ON THE RIGHT.
 DO7938'
 DO7938'IT IS 20.77 M (68.1 FT) EAST OF THE CENTERLINE OF GREENE COUNTY ROAD
 DO7938'609, 7.47 M (24.5 FT) EAST OF A POWER POLE, 6.52 M (21.4 FT) NORTH OF
 DO7938'A FIBER OPTIC MANHOLE COVER AND 5.79 M (19.0 FT) NORTHWEST OF A FIRE
 DO7938'HYDRANT.
 DO7938'
 DO7938'NOTE-ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH (13 CM) LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO8362 ***********************************************************************
 DO8362  DESIGNATION -  C 337
 DO8362  PID         -  DO8362
 DO8362  STATE/COUNTY-  AR/HEMPSTEAD
 DO8362  COUNTRY     -  US
 DO8362  USGS QUAD   -  FULTON (2017)
 DO8362
 DO8362                         *CURRENT SURVEY CONTROL
 DO8362  ______________________________________________________________________
 DO8362* NAD 83(1986) POSITION- 33 36 30.3    (N) 093 48 45.7    (W)   HD_HELD2
 DO8362* NAVD 88 ORTHO HEIGHT -    84.711 (meters)      277.92  (feet) ADJUSTED
 DO8362  ______________________________________________________________________
 DO8362  GEOID HEIGHT    -        -27.044 (meters)                     GEOID18
 DO8362  DYNAMIC HEIGHT  -         84.622 (meters)      277.63  (feet) COMP
 DO8362  MODELED GRAVITY -    979,586.5   (mgal)                       NAVD 88
 DO8362
 DO8362  VERT ORDER      -  SECOND    CLASS I
 DO8362
 DO8362.The horizontal coordinates were established by autonomous hand held GPS
 DO8362.observations and have an estimated accuracy of +/- 10 meters.
 DO8362
 DO8362.The orthometric height was determined by differential leveling and
 DO8362.adjusted by the NATIONAL GEODETIC SURVEY
 DO8362.in February 2014.
 DO8362
 DO8362.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8362.GEOID18 height accuracy estimate available here.
 DO8362
 DO8362.Click photographs - Photos may exist for this station.
 DO8362
 DO8362.The dynamic height is computed by dividing the NAVD 88
 DO8362.geopotential number by the normal gravity value computed on the
 DO8362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8362.degrees latitude (g = 980.6199 gals.).
 DO8362
 DO8362.The modeled gravity was interpolated from observed gravity values.
 DO8362
 DO8362;                    North         East    Units  Estimated Accuracy
 DO8362;SPC AR S     -   505,941.      231,788.      MT  (+/- 10 meters HH2 GPS)
 DO8362
 DO8362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT2460519035(NAD 83)
 DO8362
 DO8362                          SUPERSEDED SURVEY CONTROL
 DO8362
 DO8362.No superseded survey control is available for this station.
 DO8362
 DO8362_MARKER: DB = BENCH MARK DISK
 DO8362_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO8362_SP_SET: BRIDGE
 DO8362_STAMPING: C 337 2013
 DO8362_MARK LOGO: ARHD
 DO8362_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO8362_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8362_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO8362+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2013
 DO8362
 DO8362  HISTORY     - Date     Condition        Report By
 DO8362  HISTORY     - 20130325 MONUMENTED       ARHD
 DO8362
 DO8362                          STATION DESCRIPTION
 DO8362
 DO8362'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (JDH)
 DO8362'THE STATION IS LOCATED ABOUT 8.7 KM (5.4 MI) WEST-SOUTHWEST OF
 DO8362'SHEPPARD, 6.1 KM (3.8 MI) SOUTH-SOUTHEAST OF MCNAB AND IN THE TOWN OF
 DO8362'FULTON, AR.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DO8362'
 DO8362'TO REACH FROM THE INTERSECTION OF HIGHWAY 355 AND HIGHWAY 67, GO SOUTH
 DO8362'ON HIGHWAY 67 FOR 0.12 MI (0.2 KM) TO THE STATION ON THE RIGHT, IN THE
 DO8362'NORTHWEST CORNER OF BRIDGE NO. 5823 (YEAR 1982).
 DO8362'
 DO8362'IT IS 19 M (62.3 FT) SOUTH OF A FIBER OPTIC MARKER, 6.2 M (20.3 FT)
 DO8362'NORTHWEST OF THE CENTERLINE OF HIGHWAY 67 AND 2.8 M (9.2 FT) WEST OF A
 DO8362'DROP INLET.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO9602 ***********************************************************************
 DO9602  DESIGNATION -  C 338
 DO9602  PID         -  DO9602
 DO9602  STATE/COUNTY-  AR/OUACHITA
 DO9602  COUNTRY     -  US
 DO9602  USGS QUAD   -  CAMDEN SW (2017)
 DO9602
 DO9602                         *CURRENT SURVEY CONTROL
 DO9602  ______________________________________________________________________
 DO9602* NAD 83(1986) POSITION- 33 32 32.10   (N) 092 52 59.34   (W)   HD_HELD1
 DO9602* NAVD 88 ORTHO HEIGHT -    47.559 (meters)      156.03  (feet) ADJUSTED
 DO9602  ______________________________________________________________________
 DO9602  GEOID HEIGHT    -        -26.315 (meters)                     GEOID18
 DO9602  DYNAMIC HEIGHT  -         47.509 (meters)      155.87  (feet) COMP
 DO9602  MODELED GRAVITY -    979,596.3   (mgal)                       NAVD 88
 DO9602
 DO9602  VERT ORDER      -  FIRST     CLASS II
 DO9602
 DO9602.The horizontal coordinates were determined by differentially corrected
 DO9602.hand held GPS observations or other comparable positioning techniques
 DO9602.and have an estimated accuracy of +/- 3 meters.
 DO9602
 DO9602.The orthometric height was determined by differential leveling and
 DO9602.adjusted by the NATIONAL GEODETIC SURVEY
 DO9602.in March 2014.
 DO9602
 DO9602.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9602.GEOID18 height accuracy estimate available here.
 DO9602
 DO9602.Click photographs - Photos may exist for this station.
 DO9602
 DO9602.The dynamic height is computed by dividing the NAVD 88
 DO9602.geopotential number by the normal gravity value computed on the
 DO9602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9602.degrees latitude (g = 980.6199 gals.).
 DO9602
 DO9602.The modeled gravity was interpolated from observed gravity values.
 DO9602
 DO9602;                    North         East    Units  Estimated Accuracy
 DO9602;SPC AR S     -   497,467.2     317,980.0     MT  (+/- 3 meters HH1 GPS) 
 DO9602
 DO9602_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT1084811409(NAD 83)
 DO9602
 DO9602                          SUPERSEDED SURVEY CONTROL
 DO9602
 DO9602.No superseded survey control is available for this station.
 DO9602
 DO9602_MARKER: DB = BENCH MARK DISK
 DO9602_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DO9602_SP_SET: LOADING RAMP
 DO9602_STAMPING: C 338 2013
 DO9602_MARK LOGO: ARHD
 DO9602_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO9602_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO9602_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9602+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2013
 DO9602
 DO9602  HISTORY     - Date     Condition        Report By
 DO9602  HISTORY     - 20130513 MONUMENTED       ARHD
 DO9602
 DO9602                          STATION DESCRIPTION
 DO9602
 DO9602'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (JDH)
 DO9602'THE STATION IS LOCATED ABOUT 15.2 KM (9.4 MI) WEST-SOUTHWEST OF EAST
 DO9602'CAMDEN, 9.0 KM (5.6 MI) NORTHEAST OF BUENA VISTA AND 6.5 KM (4.0 MI)
 DO9602'SOUTHWEST OF CAMDEN. OWNERSHIP--ROAD RIGHT-OF-WAY.
 DO9602'
 DO9602'TO REACH FROM THE INTERSECTION OF HIGHWAY 79 AND HIGHWAY 278, GO SOUTH
 DO9602'ON HIGHWAY 79 FOR 3.2 MI (5.1 KM) TO DISTRICT 7 HEADQUARTERS THEN 0.1
 DO9602'MI (0.2 KM) SOUTH TO THE MARK ON THE LEFT IN THE CENTER OF A CONCRETE
 DO9602'LOADING RAMP.
 DO9602'
 DO9602'IT IS 187 FT (57.0 M) WEST OF A LIGHT POLE, 58 FT (17.7 M) SOUTH OF
 DO9602'THE SOUTHWEST CORNER OF A BRICK BUILDING AND 3 FT (0.9 M) NORTH OF THE
 DO9602'CENTER OF A CONCRETE LOADING RAMP.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GG0098 ***********************************************************************
 GG0098  DESIGNATION -  C 34
 GG0098  PID         -  GG0098
 GG0098  STATE/COUNTY-  AR/BENTON
 GG0098  COUNTRY     -  US
 GG0098  USGS QUAD   -  BENTONVILLE SOUTH (2017)
 GG0098
 GG0098                         *CURRENT SURVEY CONTROL
 GG0098  ______________________________________________________________________
 GG0098* NAD 83(1986) POSITION- 36 21 42.     (N) 094 11 00.     (W)   SCALED
 GG0098* NAVD 88 ORTHO HEIGHT -   402.658 (meters)     1321.05  (feet) ADJUSTED
 GG0098  ______________________________________________________________________
 GG0098  GEOID HEIGHT    -        -28.161 (meters)                     GEOID18
 GG0098  DYNAMIC HEIGHT  -        402.307 (meters)     1319.90  (feet) COMP
 GG0098  MODELED GRAVITY -    979,748.4   (mgal)                       NAVD 88
 GG0098
 GG0098  VERT ORDER      -  SECOND    CLASS 0
 GG0098
 GG0098.The horizontal coordinates were scaled from a map and have
 GG0098.an estimated accuracy of +/- 6 seconds.
 GG0098
 GG0098.The orthometric height was determined by differential leveling and
 GG0098.adjusted by the NATIONAL GEODETIC SURVEY
 GG0098.in June 1991.
 GG0098
 GG0098.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0098.GEOID18 height accuracy estimate available here.
 GG0098
 GG0098.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA938247(NAD 83)
 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
 GG0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0098.See file dsdata.pdf to determine how the superseded data were derived.
 GG0098
 GG0098_MARKER: DB = BENCH MARK DISK
 GG0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0098_STAMPING: C 34 1934
 GG0098_MARK LOGO: CGS
 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   CGS
 GG0098  HISTORY     - 20140310 MARK NOT FOUND   ARHD
 GG0098
 GG0098                          STATION DESCRIPTION
 GG0098
 GG0098'DESCRIBED BY COAST AND 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.
 GG0098
 GG0098                          STATION RECOVERY (2014)
 GG0098
 GG0098'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (JMS)
 GG0098'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DP5079 ***********************************************************************
 DP5079  DESIGNATION -  C 340
 DP5079  PID         -  DP5079
 DP5079  STATE/COUNTY-  AR/SALINE
 DP5079  COUNTRY     -  US
 DP5079  USGS QUAD   -  HASKELL (2017)
 DP5079
 DP5079                         *CURRENT SURVEY CONTROL
 DP5079  ______________________________________________________________________
 DP5079* NAD 83(1986) POSITION- 34 32 40.9    (N) 092 37 52.2    (W)   HD_HELD2
 DP5079* NAVD 88 ORTHO HEIGHT -    90.320 (meters)      296.32  (feet) ADJUSTED
 DP5079  ______________________________________________________________________
 DP5079  GEOID HEIGHT    -        -26.432 (meters)                     GEOID18
 DP5079  DYNAMIC HEIGHT  -         90.236 (meters)      296.05  (feet) COMP
 DP5079  MODELED GRAVITY -    979,700.4   (mgal)                       NAVD 88
 DP5079
 DP5079  VERT ORDER      -  SECOND    CLASS I
 DP5079
 DP5079.The horizontal coordinates were established by autonomous hand held GPS
 DP5079.observations and have an estimated accuracy of +/- 10 meters.
 DP5079
 DP5079.The orthometric height was determined by differential leveling and
 DP5079.adjusted by the NATIONAL GEODETIC SURVEY
 DP5079.in December 2014.
 DP5079
 DP5079.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5079.GEOID18 height accuracy estimate available here.
 DP5079
 DP5079.Click photographs - Photos may exist for this station.
 DP5079
 DP5079.The dynamic height is computed by dividing the NAVD 88
 DP5079.geopotential number by the normal gravity value computed on the
 DP5079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5079.degrees latitude (g = 980.6199 gals.).
 DP5079
 DP5079.The modeled gravity was interpolated from observed gravity values.
 DP5079
 DP5079;                    North         East    Units  Estimated Accuracy
 DP5079;SPC AR S     -   608,479.      342,067.      MT  (+/- 10 meters HH2 GPS)
 DP5079
 DP5079_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU3384222615(NAD 83)
 DP5079
 DP5079                          SUPERSEDED SURVEY CONTROL
 DP5079
 DP5079.No superseded survey control is available for this station.
 DP5079
 DP5079_MARKER: DB = BENCH MARK DISK
 DP5079_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP5079_SP_SET: PILING BRACE
 DP5079_STAMPING: C 340 2014
 DP5079_MARK LOGO: ARHD
 DP5079_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5079_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP5079_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP5079+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2014
 DP5079
 DP5079  HISTORY     - Date     Condition        Report By
 DP5079  HISTORY     - 20140618 MONUMENTED       ARHD
 DP5079
 DP5079                          STATION DESCRIPTION
 DP5079
 DP5079'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (JDH)
 DP5079'THE STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) NORTH OF TRASKWOOD, 3.0
 DP5079'MI (4.8 KM) NORTH OF HASKELL AND 2.9 MI (4.7 KM) WEST-SOUTHWEST OF
 DP5079'BENTON.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DP5079'
 DP5079'TO REACH FROM THE INTERSECTION OF I-30 AND HIGHWAY 67, ON HIGHWAY 67
 DP5079'UNDER I-30 OVERPASS EAST BOUND.
 DP5079'
 DP5079'IT IS 26 FT (7.9 M) WEST OF HIGHWAY 67 CENTERLINE, 14 FT (4.3 M) NORTH
 DP5079'OF A BRIDGE PILING AND 13 FT (4.0 M) SOUTH OF A BRIDGE PILING.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DP6895 ***********************************************************************
 DP6895  DESIGNATION -  C 341
 DP6895  PID         -  DP6895
 DP6895  STATE/COUNTY-  AR/WHITE
 DP6895  COUNTRY     -  US
 DP6895  USGS QUAD   -  BALD KNOB (2017)
 DP6895
 DP6895                         *CURRENT SURVEY CONTROL
 DP6895  ______________________________________________________________________
 DP6895* NAD 83(1986) POSITION- 35 18 45.5    (N) 091 33 43.7    (W)   HD_HELD2
 DP6895* NAVD 88 ORTHO HEIGHT -    75.376 (meters)      247.30  (feet) ADJUSTED
 DP6895  ______________________________________________________________________
 DP6895  GEOID HEIGHT    -        -27.321 (meters)                     GEOID18
 DP6895  DYNAMIC HEIGHT  -         75.309 (meters)      247.08  (feet) COMP
 DP6895  MODELED GRAVITY -    979,745.6   (mgal)                       NAVD 88
 DP6895
 DP6895  VERT ORDER      -  SECOND    CLASS I
 DP6895
 DP6895.The horizontal coordinates were established by autonomous hand held GPS
 DP6895.observations and have an estimated accuracy of +/- 10 meters.
 DP6895
 DP6895.The orthometric height was determined by differential leveling and
 DP6895.adjusted by the NATIONAL GEODETIC SURVEY
 DP6895.in October 2015.
 DP6895
 DP6895.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6895.GEOID18 height accuracy estimate available here.
 DP6895
 DP6895.Click photographs - Photos may exist for this station.
 DP6895
 DP6895.The dynamic height is computed by dividing the NAVD 88
 DP6895.geopotential number by the normal gravity value computed on the
 DP6895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6895.degrees latitude (g = 980.6199 gals.).
 DP6895
 DP6895.The modeled gravity was interpolated from observed gravity values.
 DP6895
 DP6895;                    North         East    Units  Estimated Accuracy
 DP6895;SPC AR N     -   108,734.      439,817.      MT  (+/- 10 meters HH2 GPS)
 DP6895
 DP6895_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV3071008662(NAD 83)
 DP6895
 DP6895                          SUPERSEDED SURVEY CONTROL
 DP6895
 DP6895.No superseded survey control is available for this station.
 DP6895
 DP6895_MARKER: DB = BENCH MARK DISK
 DP6895_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DP6895_SP_SET: BRIDGE
 DP6895_STAMPING: C 341 2014
 DP6895_MARK LOGO: ARHD
 DP6895_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6895_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6895_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP6895+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2014
 DP6895
 DP6895  HISTORY     - Date     Condition        Report By
 DP6895  HISTORY     - 20140903 MONUMENTED       ARHD
 DP6895
 DP6895                          STATION DESCRIPTION
 DP6895
 DP6895'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (JDH)
 DP6895'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) SOUTH OF VELVET RIDGE,
 DP6895'5.3 MI (8.5 KM) NORTHEAST OF JUDSONIA AND IN THE TOWN OF BALD KNOB,
 DP6895'AR.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DP6895'
 DP6895'TO REACH FROM THE INTERSECTION OF US HIGHWAY 64 AND STATE HIGHWAY 367,
 DP6895'GO EAST ON HIGHWAY 64 FOR 0.1 MI (0.2 KM) TO THE STATION ON THE LEFT,
 DP6895'IN THE NORTHEAST CORNER OF A BRIDGE.
 DP6895'
 DP6895'IT IS 14 FT (4.3 M) NORTH OF HIGHWAY 64 CENTERLINE AND 5 FT (1.5 M)
 DP6895'WEST OF A GUARD RAIL.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DP6919 ***********************************************************************
 DP6919  DESIGNATION -  C 342
 DP6919  PID         -  DP6919
 DP6919  STATE/COUNTY-  AR/INDEPENDENCE
 DP6919  COUNTRY     -  US
 DP6919  USGS QUAD   -  SALADO (2017)
 DP6919
 DP6919                         *CURRENT SURVEY CONTROL
 DP6919  ______________________________________________________________________
 DP6919* NAD 83(1986) POSITION- 35 38 25.64   (N) 091 36 15.50   (W)   HD_HELD1
 DP6919* NAVD 88 ORTHO HEIGHT -   106.650 (meters)      349.90  (feet) ADJUSTED
 DP6919  ______________________________________________________________________
 DP6919  GEOID HEIGHT    -        -27.393 (meters)                     GEOID18
 DP6919  DYNAMIC HEIGHT  -        106.557 (meters)      349.60  (feet) COMP
 DP6919  MODELED GRAVITY -    979,759.1   (mgal)                       NAVD 88
 DP6919
 DP6919  VERT ORDER      -  SECOND    CLASS I
 DP6919
 DP6919.The horizontal coordinates were determined by differentially corrected
 DP6919.hand held GPS observations or other comparable positioning techniques
 DP6919.and have an estimated accuracy of +/- 3 meters.
 DP6919
 DP6919.The orthometric height was determined by differential leveling and
 DP6919.adjusted by the NATIONAL GEODETIC SURVEY
 DP6919.in October 2015.
 DP6919
 DP6919.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6919.GEOID18 height accuracy estimate available here.
 DP6919
 DP6919.Click photographs - Photos may exist for this station.
 DP6919
 DP6919.The dynamic height is computed by dividing the NAVD 88
 DP6919.geopotential number by the normal gravity value computed on the
 DP6919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6919.degrees latitude (g = 980.6199 gals.).
 DP6919
 DP6919.The modeled gravity was interpolated from observed gravity values.
 DP6919
 DP6919;                    North         East    Units  Estimated Accuracy
 DP6919;SPC AR N     -   145,086.2     435,836.1     MT  (+/- 3 meters HH1 GPS) 
 DP6919
 DP6919_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV2636344967(NAD 83)
 DP6919
 DP6919                          SUPERSEDED SURVEY CONTROL
 DP6919
 DP6919.No superseded survey control is available for this station.
 DP6919
 DP6919_MARKER: DB = BENCH MARK DISK
 DP6919_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DP6919_SP_SET: HEADWALL
 DP6919_STAMPING: C 342 2014
 DP6919_MARK LOGO: ARHD
 DP6919_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP6919+STABILITY: SURFACE MOTION
 DP6919_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6919+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2014
 DP6919
 DP6919  HISTORY     - Date     Condition        Report By
 DP6919  HISTORY     - 20141029 MONUMENTED       ARHD
 DP6919
 DP6919                          STATION DESCRIPTION
 DP6919
 DP6919'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (JDH)
 DP6919'THE STATION IS LOCATED ABOUT 6.4 MI (10.3 KM) NORTH OF PLEASANT
 DP6919'PLAINS, 3.5 MI (5.6 KM) SOUTH OF SALADO AND 1.2 MI (1.9 KM) NORTH OF
 DP6919'HUFF.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DP6919'
 DP6919'TO REACH FROM THE INTERSECTION OF US HIGHWAY 167 AND STATE HIGHWAY
 DP6919'157, GO NORTH ON HIGHWAY 167 FOR 6.1 MI (9.8 KM) TO THE STATION ON THE
 DP6919'LEFT, IN THE SOUTH END OF THE WEST HEADWALL.
 DP6919'
 DP6919'IT IS 61 FT (18.6 M) NORTH OF A 24 INCH (61 CM) CORRUGATED METAL PIPE,
 DP6919'78 FT (23.8 M) NORTH OF A GRAVEL DRIVE AND 63 FT (19.2 M) WEST OF
 DP6919'HIGHWAY 167 CENTERLINE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ4456 ***********************************************************************
 DQ4456  DESIGNATION -  C 343
 DQ4456  PID         -  DQ4456
 DQ4456  STATE/COUNTY-  AR/JEFFERSON
 DQ4456  COUNTRY     -  US
 DQ4456  USGS QUAD   -  LADD (2017)
 DQ4456
 DQ4456                         *CURRENT SURVEY CONTROL
 DQ4456  ______________________________________________________________________
 DQ4456* NAD 83(1986) POSITION- 34 12 45.2    (N) 091 53 43.5    (W)   HD_HELD2
 DQ4456* NAVD 88 ORTHO HEIGHT -    62.042 (meters)      203.55  (feet) ADJUSTED
 DQ4456  ______________________________________________________________________
 DQ4456  GEOID HEIGHT    -        -25.993 (meters)                     GEOID18
 DQ4456  DYNAMIC HEIGHT  -         61.981 (meters)      203.35  (feet) COMP
 DQ4456  MODELED GRAVITY -    979,665.7   (mgal)                       NAVD 88
 DQ4456
 DQ4456  VERT ORDER      -  FIRST     CLASS II
 DQ4456
 DQ4456.The horizontal coordinates were established by autonomous hand held GPS
 DQ4456.observations and have an estimated accuracy of +/- 10 meters.
 DQ4456
 DQ4456.The orthometric height was determined by differential leveling and
 DQ4456.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4456.in February 2017.
 DQ4456
 DQ4456.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4456.GEOID18 height accuracy estimate available here.
 DQ4456
 DQ4456.Click photographs - Photos may exist for this station.
 DQ4456
 DQ4456.The dynamic height is computed by dividing the NAVD 88
 DQ4456.geopotential number by the normal gravity value computed on the
 DQ4456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4456.degrees latitude (g = 980.6199 gals.).
 DQ4456
 DQ4456.The modeled gravity was interpolated from observed gravity values.
 DQ4456
 DQ4456;                    North         East    Units  Estimated Accuracy
 DQ4456;SPC AR S     -   571,463.      409,637.      MT  (+/- 10 meters HH2 GPS)
 DQ4456
 DQ4456_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT0175386275(NAD 83)
 DQ4456
 DQ4456                          SUPERSEDED SURVEY CONTROL
 DQ4456
 DQ4456.No superseded survey control is available for this station.
 DQ4456
 DQ4456_MARKER: DB = BENCH MARK DISK
 DQ4456_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DQ4456_SP_SET: RAILROAD SIGN BASE
 DQ4456_STAMPING: C 343 2015
 DQ4456_MARK LOGO: ARHD
 DQ4456_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ4456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ4456+STABILITY: SURFACE MOTION
 DQ4456
 DQ4456  HISTORY     - Date     Condition        Report By
 DQ4456  HISTORY     - 20150617 MONUMENTED       ARHD
 DQ4456
 DQ4456                          STATION DESCRIPTION
 DQ4456
 DQ4456'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 DQ4456'THE STATION IS LOCATED ABOUT 6.3 MI (10.1 KM) EAST OF PINE BLUFF, 5.0
 DQ4456'MI (8.0 KM) NORTH OF LADD AND 4.7 MI (7.6 KM) SOUTH OF ROB ROY.
 DQ4456'OWNERSHIP--RR RIGHT-OF-WAY.
 DQ4456'
 DQ4456'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65, US HIGHWAY 425 AND
 DQ4456'STATE HIGHWAY 81, GO EAST ON HIGHWAY 65 FOR 1.5 MI (2.4 KM) TO CITY
 DQ4456'STREET CELIA ROAD.  TURN LEFT AND GO NORTH ON CELIA ROAD FOR 1.2 MI
 DQ4456'(1.9 KM) TO THE STATION ON THE RIGHT, IN A 1X1 FT (0.3 M) OLD CONCRETE
 DQ4456'RAILROAD SIGN BASE.
 DQ4456'
 DQ4456'IT IS 48 FT (14.6 M) EAST OF THE CENTERLINE OF CELIA ROAD, 33 FT (10.1
 DQ4456'M) SOUTHEAST OF A RAILROAD SIGNAL LIGHT AND 25 FT (7.6 M) SOUTH OF THE
 DQ4456'CENTERLINE OF THE RAILROAD TRACKS.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ3502 ***********************************************************************
 DQ3502  DESIGNATION -  C 344
 DQ3502  PID         -  DQ3502
 DQ3502  STATE/COUNTY-  AR/VAN BUREN
 DQ3502  COUNTRY     -  US
 DQ3502  USGS QUAD   -  BEE BRANCH (2017)
 DQ3502
 DQ3502                         *CURRENT SURVEY CONTROL
 DQ3502  ______________________________________________________________________
 DQ3502* NAD 83(1986) POSITION- 35 29 43.4    (N) 092 25 33.8    (W)   HD_HELD2
 DQ3502* NAVD 88 ORTHO HEIGHT -   275.844 (meters)      905.00  (feet) ADJUSTED
 DQ3502  ______________________________________________________________________
 DQ3502  GEOID HEIGHT    -        -27.932 (meters)                     GEOID18
 DQ3502  DYNAMIC HEIGHT  -        275.587 (meters)      904.16  (feet) COMP
 DQ3502  MODELED GRAVITY -    979,693.4   (mgal)                       NAVD 88
 DQ3502
 DQ3502  VERT ORDER      -  SECOND    CLASS I
 DQ3502
 DQ3502.The horizontal coordinates were established by autonomous hand held GPS
 DQ3502.observations and have an estimated accuracy of +/- 10 meters.
 DQ3502
 DQ3502.The orthometric height was determined by differential leveling and
 DQ3502.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3502.in January 2017.
 DQ3502
 DQ3502.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3502.GEOID18 height accuracy estimate available here.
 DQ3502
 DQ3502.Click photographs - Photos may exist for this station.
 DQ3502
 DQ3502.The dynamic height is computed by dividing the NAVD 88
 DQ3502.geopotential number by the normal gravity value computed on the
 DQ3502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3502.degrees latitude (g = 980.6199 gals.).
 DQ3502
 DQ3502.The modeled gravity was interpolated from observed gravity values.
 DQ3502
 DQ3502;                    North         East    Units  Estimated Accuracy
 DQ3502;SPC AR N     -   129,004.      361,345.      MT  (+/- 10 meters HH2 GPS)
 DQ3502
 DQ3502_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV5205628133(NAD 83)
 DQ3502
 DQ3502                          SUPERSEDED SURVEY CONTROL
 DQ3502
 DQ3502.No superseded survey control is available for this station.
 DQ3502
 DQ3502_MARKER: DB = BENCH MARK DISK
 DQ3502_SETTING: 66 = SET IN ROCK OUTCROP
 DQ3502_STAMPING: C 344 2015
 DQ3502_MARK LOGO: ARHD
 DQ3502_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ3502_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DQ3502+STABILITY: POSITION/ELEVATION WELL
 DQ3502_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ3502+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2015
 DQ3502
 DQ3502  HISTORY     - Date     Condition        Report By
 DQ3502  HISTORY     - 20150908 MONUMENTED       ARHD
 DQ3502
 DQ3502                          STATION DESCRIPTION
 DQ3502
 DQ3502'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 DQ3502'THE STATION IS LOCATED ABOUT 5.2 MI (8.4 KM) EAST-NORTHEAST OF
 DQ3502'FORMOSA, 5.1 MI (8.2 KM) WEST-NORTHWEST OF MORGANTON AND 3.6 MI (5.8
 DQ3502'KM) NORTH-NORTHWEST OF BEE BRANCH.  OWNERSHIP--BEE BRANCH RIDGE.
 DQ3502'
 DQ3502'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 92,
 DQ3502'GO NORTH ON HIGHWAY 65 FOR 3.7 MI (6.0 KM) TO THE STATION ON THE
 DQ3502'RIGHT, IN A 4X4' ROCK OUTCROP.
 DQ3502'
 DQ3502'IT IS 143 FT (43.6 M) EAST OF THE NORTH END OF A DOUBLE METAL GATE AND
 DQ3502'61 FT (18.6 M) SOUTH OF A GRAVEL ROAD ON A RIDGE LINE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ3537 ***********************************************************************
 DQ3537  DESIGNATION -  C 345
 DQ3537  PID         -  DQ3537
 DQ3537  STATE/COUNTY-  AR/VAN BUREN
 DQ3537  COUNTRY     -  US
 DQ3537  USGS QUAD   -  BOTKINBURG (2017)
 DQ3537
 DQ3537                         *CURRENT SURVEY CONTROL
 DQ3537  ______________________________________________________________________
 DQ3537* NAD 83(1986) POSITION- 35 42 23.5    (N) 092 31 06.1    (W)   HD_HELD2
 DQ3537* NAVD 88 ORTHO HEIGHT -   429.295 (meters)     1408.45  (feet) ADJUSTED
 DQ3537  ______________________________________________________________________
 DQ3537  GEOID HEIGHT    -        -27.879 (meters)                     GEOID18
 DQ3537  DYNAMIC HEIGHT  -        428.892 (meters)     1407.12  (feet) COMP
 DQ3537  MODELED GRAVITY -    979,680.9   (mgal)                       NAVD 88
 DQ3537
 DQ3537  VERT ORDER      -  SECOND    CLASS I
 DQ3537
 DQ3537.The horizontal coordinates were established by autonomous hand held GPS
 DQ3537.observations and have an estimated accuracy of +/- 10 meters.
 DQ3537
 DQ3537.The orthometric height was determined by differential leveling and
 DQ3537.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3537.in January 2017.
 DQ3537
 DQ3537.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3537.GEOID18 height accuracy estimate available here.
 DQ3537
 DQ3537.Click photographs - Photos may exist for this station.
 DQ3537
 DQ3537.The dynamic height is computed by dividing the NAVD 88
 DQ3537.geopotential number by the normal gravity value computed on the
 DQ3537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3537.degrees latitude (g = 980.6199 gals.).
 DQ3537
 DQ3537.The modeled gravity was interpolated from observed gravity values.
 DQ3537
 DQ3537;                    North         East    Units  Estimated Accuracy
 DQ3537;SPC AR N     -   152,468.      353,093.      MT  (+/- 10 meters HH2 GPS)
 DQ3537
 DQ3537_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV4356951505(NAD 83)
 DQ3537
 DQ3537                          SUPERSEDED SURVEY CONTROL
 DQ3537
 DQ3537.No superseded survey control is available for this station.
 DQ3537
 DQ3537_MARKER: DB = BENCH MARK DISK
 DQ3537_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DQ3537_SP_SET: FOUNDATION
 DQ3537_STAMPING: C 345 2015
 DQ3537_MARK LOGO: ARHD
 DQ3537_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3537+STABILITY: SURFACE MOTION
 DQ3537_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ3537+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2015
 DQ3537
 DQ3537  HISTORY     - Date     Condition        Report By
 DQ3537  HISTORY     - 20151104 MONUMENTED       ARHD
 DQ3537
 DQ3537                          STATION DESCRIPTION
 DQ3537
 DQ3537'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 DQ3537'THE STATION IS LOCATED ABOUT 8.6 MI (13.8 KM) NORTH-NORTHWEST OF
 DQ3537'CLINTON, 6.1 MI (9.8 KM) WEST OF OLD LEXINGTON AND IN THE TOWN OF
 DQ3537'BOTKINBURG, AR.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ3537'
 DQ3537'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 110,
 DQ3537'GO NORTH HIGHWAY 65 FOR 0.7 MI (1.1 KM) TO THE STATION ON THE LEFT, IN
 DQ3537'THE SOUTHEAST CORNER OF THE HIGHWAY DEPARTMENT SALT STORAGE BUILDING.
 DQ3537'
 DQ3537'IT IS 87 FT (26.5 M) WEST OF HIGHWAY 65 CENTERLINE, 56 FT (17.1 M)
 DQ3537'SOUTH OF A 24 IN CONCRETE PIPE AND 44 FT (13.4 M) SOUTH OF A METER AND
 DQ3537'LIGHT POLE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ3562 ***********************************************************************
 DQ3562  DESIGNATION -  C 346
 DQ3562  PID         -  DQ3562
 DQ3562  STATE/COUNTY-  AR/SEARCY
 DQ3562  COUNTRY     -  US
 DQ3562  USGS QUAD   -  HARRIET (2017)
 DQ3562
 DQ3562                         *CURRENT SURVEY CONTROL
 DQ3562  ______________________________________________________________________
 DQ3562* NAD 83(1986) POSITION- 35 54 03.6    (N) 092 37 13.9    (W)   HD_HELD2
 DQ3562* NAVD 88 ORTHO HEIGHT -   374.445 (meters)     1228.49  (feet) ADJUSTED
 DQ3562  ______________________________________________________________________
 DQ3562  GEOID HEIGHT    -        -28.080 (meters)                     GEOID18
 DQ3562  DYNAMIC HEIGHT  -        374.102 (meters)     1227.37  (feet) COMP
 DQ3562  MODELED GRAVITY -    979,704.2   (mgal)                       NAVD 88
 DQ3562
 DQ3562  VERT ORDER      -  SECOND    CLASS I
 DQ3562
 DQ3562.The horizontal coordinates were established by autonomous hand held GPS
 DQ3562.observations and have an estimated accuracy of +/- 10 meters.
 DQ3562
 DQ3562.The orthometric height was determined by differential leveling and
 DQ3562.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3562.in January 2017.
 DQ3562
 DQ3562.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3562.GEOID18 height accuracy estimate available here.
 DQ3562
 DQ3562.Click photographs - Photos may exist for this station.
 DQ3562
 DQ3562.The dynamic height is computed by dividing the NAVD 88
 DQ3562.geopotential number by the normal gravity value computed on the
 DQ3562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3562.degrees latitude (g = 980.6199 gals.).
 DQ3562
 DQ3562.The modeled gravity was interpolated from observed gravity values.
 DQ3562
 DQ3562;                    North         East    Units  Estimated Accuracy
 DQ3562;SPC AR N     -   174,098.      343,984.      MT  (+/- 10 meters HH2 GPS)
 DQ3562
 DQ3562_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV3424373034(NAD 83)
 DQ3562
 DQ3562                          SUPERSEDED SURVEY CONTROL
 DQ3562
 DQ3562.No superseded survey control is available for this station.
 DQ3562
 DQ3562_MARKER: DB = BENCH MARK DISK
 DQ3562_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ3562_SP_SET: HEADWALL
 DQ3562_STAMPING: C 346 2016
 DQ3562_MARK LOGO: ARHD
 DQ3562_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3562+STABILITY: SURFACE MOTION
 DQ3562_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ3562+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2016
 DQ3562
 DQ3562  HISTORY     - Date     Condition        Report By
 DQ3562  HISTORY     - 20160121 MONUMENTED       ARHD
 DQ3562
 DQ3562                          STATION DESCRIPTION
 DQ3562
 DQ3562'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 DQ3562'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) NORTHWEST OF LESLIE, 5.2
 DQ3562'MI (8.4 KM) EAST-NORTHEAST OF CANAAN AND 0.8 MI (1.3 KM) SOUTHEAST OF
 DQ3562'MARSHALL.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ3562'
 DQ3562'TO REACH FROM THE INTERSECTION OF TO REACH FROM THE INTERSECTION OF US
 DQ3562'HIGHWAY 65 AND STATE HIGHWAY 14/27 NORTH, GO SOUTH ON HIGHWAY 65 FOR
 DQ3562'0.6 MI (1.0 KM) TO THE STATION ON THE LEFT, IN THE CENTER OF THE EAST
 DQ3562'HEADWALL.
 DQ3562'
 DQ3562'IT IS 168 FT (51.2 M) NORTHWEST OF AN ASPHALT DRIVE CENTERLINE AND 45
 DQ3562'FT (13.7 M) NORTH OF HIGHWAY 65 CENTERLINE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ3592 ***********************************************************************
 DQ3592  DESIGNATION -  C 347
 DQ3592  PID         -  DQ3592
 DQ3592  STATE/COUNTY-  AR/SEARCY
 DQ3592  COUNTRY     -  US
 DQ3592  USGS QUAD   -  MARSHALL (2017)
 DQ3592
 DQ3592                         *CURRENT SURVEY CONTROL
 DQ3592  ______________________________________________________________________
 DQ3592* NAD 83(1986) POSITION- 35 58 19.4    (N) 092 44 49.7    (W)   HD_HELD2
 DQ3592* NAVD 88 ORTHO HEIGHT -   287.360 (meters)      942.78  (feet) ADJUSTED
 DQ3592  ______________________________________________________________________
 DQ3592  GEOID HEIGHT    -        -28.288 (meters)                     GEOID18
 DQ3592  DYNAMIC HEIGHT  -        287.102 (meters)      941.93  (feet) COMP
 DQ3592  MODELED GRAVITY -    979,727.3   (mgal)                       NAVD 88
 DQ3592
 DQ3592  VERT ORDER      -  SECOND    CLASS I
 DQ3592
 DQ3592.The horizontal coordinates were established by autonomous hand held GPS
 DQ3592.observations and have an estimated accuracy of +/- 10 meters.
 DQ3592
 DQ3592.The orthometric height was determined by differential leveling and
 DQ3592.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3592.in January 2017.
 DQ3592
 DQ3592.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3592.GEOID18 height accuracy estimate available here.
 DQ3592
 DQ3592.Click photographs - Photos may exist for this station.
 DQ3592
 DQ3592.The dynamic height is computed by dividing the NAVD 88
 DQ3592.geopotential number by the normal gravity value computed on the
 DQ3592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3592.degrees latitude (g = 980.6199 gals.).
 DQ3592
 DQ3592.The modeled gravity was interpolated from observed gravity values.
 DQ3592
 DQ3592;                    North         East    Units  Estimated Accuracy
 DQ3592;SPC AR N     -   182,061.      332,615.      MT  (+/- 10 meters HH2 GPS)
 DQ3592
 DQ3592_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV2279780878(NAD 83)
 DQ3592
 DQ3592                          SUPERSEDED SURVEY CONTROL
 DQ3592
 DQ3592.No superseded survey control is available for this station.
 DQ3592
 DQ3592_MARKER: DB = BENCH MARK DISK
 DQ3592_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DQ3592_SP_SET: ELECTRICAL BOX BASE
 DQ3592_STAMPING: C 347 2016
 DQ3592_MARK LOGO: ARHD
 DQ3592_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3592+STABILITY: SURFACE MOTION
 DQ3592_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ3592+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2016
 DQ3592
 DQ3592  HISTORY     - Date     Condition        Report By
 DQ3592  HISTORY     - 20160303 MONUMENTED       ARHD
 DQ3592
 DQ3592                          STATION DESCRIPTION
 DQ3592
 DQ3592'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 DQ3592'THE STATION IS LOCATED ABOUT 7.7 MI (12.4 KM) NORTH-NORTHWEST OF
 DQ3592'CANAAN, 6.2 MI (10.0 KM) NORTHEAST OF SNOWBALL AND 5.1 MI (8.2 KM)
 DQ3592'SOUTHEAST OF SAINT JOE.  OWNERSHIP--TYLER BEND-NATIONAL-PARK.
 DQ3592'
 DQ3592'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 74,
 DQ3592'GO NORTH ON HIGHWAY 65 FOR 4.4 MI (7.1 KM) TO TYLER BEND NATIONAL PARK
 DQ3592'TURN LEFT AND GO WEST IN TYLER BEND PARK FOR 0.1 MI (0.2 KM) TO THE
 DQ3592'STATION ON THE RIGHT, IN THE NORTHWEST CORNER OF AN ELECTRICAL
 DQ3592'CONCRETE BOX BASE.
 DQ3592'
 DQ3592'IT IS 90 FT (27.4 M) NORTHEAST OF A PAVED CICLE DRIVE CENTERLINE AND 5
 DQ3592'FT (1.5 M) EAST OF AN ELECTRICAL METER BOX.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ3619 ***********************************************************************
 DQ3619  DESIGNATION -  C 348
 DQ3619  PID         -  DQ3619
 DQ3619  STATE/COUNTY-  AR/SEARCY
 DQ3619  COUNTRY     -  US
 DQ3619  USGS QUAD   -  WESTERN GROVE (2017)
 DQ3619
 DQ3619                         *CURRENT SURVEY CONTROL
 DQ3619  ______________________________________________________________________
 DQ3619* NAD 83(1986) POSITION- 36 03 54.56   (N) 092 52 46.54   (W)   HD_HELD1
 DQ3619* NAVD 88 ORTHO HEIGHT -   325.800 (meters)     1068.90  (feet) ADJUSTED
 DQ3619  ______________________________________________________________________
 DQ3619  GEOID HEIGHT    -        -28.339 (meters)                     GEOID18
 DQ3619  DYNAMIC HEIGHT  -        325.504 (meters)     1067.92  (feet) COMP
 DQ3619  MODELED GRAVITY -    979,716.0   (mgal)                       NAVD 88
 DQ3619
 DQ3619  VERT ORDER      -  SECOND    CLASS I
 DQ3619
 DQ3619.The horizontal coordinates were determined by differentially corrected
 DQ3619.hand held GPS observations or other comparable positioning techniques
 DQ3619.and have an estimated accuracy of +/- 3 meters.
 DQ3619
 DQ3619.The orthometric height was determined by differential leveling and
 DQ3619.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3619.in January 2017.
 DQ3619
 DQ3619.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3619.GEOID18 height accuracy estimate available here.
 DQ3619
 DQ3619.Click photographs - Photos may exist for this station.
 DQ3619
 DQ3619.The dynamic height is computed by dividing the NAVD 88
 DQ3619.geopotential number by the normal gravity value computed on the
 DQ3619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3619.degrees latitude (g = 980.6199 gals.).
 DQ3619
 DQ3619.The modeled gravity was interpolated from observed gravity values.
 DQ3619
 DQ3619;                    North         East    Units  Estimated Accuracy
 DQ3619;SPC AR N     -   192,488.9     320,761.2     MT  (+/- 3 meters HH1 GPS) 
 DQ3619
 DQ3619_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV1084291181(NAD 83)
 DQ3619
 DQ3619                          SUPERSEDED SURVEY CONTROL
 DQ3619
 DQ3619.No superseded survey control is available for this station.
 DQ3619
 DQ3619_MARKER: DB = BENCH MARK DISK
 DQ3619_SETTING: 66 = SET IN ROCK OUTCROP
 DQ3619_STAMPING: C 348 2016
 DQ3619_MARK LOGO: ARHD
 DQ3619_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ3619_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DQ3619+STABILITY: POSITION/ELEVATION WELL
 DQ3619_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ3619+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2016
 DQ3619
 DQ3619  HISTORY     - Date     Condition        Report By
 DQ3619  HISTORY     - 20160413 MONUMENTED       ARHD
 DQ3619
 DQ3619                          STATION DESCRIPTION
 DQ3619
 DQ3619'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 DQ3619'THE STATION IS LOCATED ABOUT 6.4 MI (10.3 KM) SOUTH-SOUTHEAST OF
 DQ3619'EVERTON, 4.9 MI (7.9 KM) WEST-NORTHWEST OF SAINT JOE AND 4.8 MI (7.7
 DQ3619'KM) EAST-SOUTHEAST OF WESTERN GROVE.  HAROLD.
 DQ3619'
 DQ3619'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 235,
 DQ3619'GO NORTH ON US HIGHWAY 65 FOR 0.9 MI (1.4 KM) TO THE STATION ON THE
 DQ3619'RIGHT, IN A 1.5X3.5 FT (0.5 M) ROCK.
 DQ3619'
 DQ3619'IT IS 75 FT (22.9 M) NORTHEAST OF HIGHWAY 65 CENTERLINE, 70 FT (21.3
 DQ3619'M) HEAST OF A POWER POLE WITH A GUY, 59 FT (18.0 M) SOUTH OF THE
 DQ3619'SOUTHEAST CORNER OF A SMALL OUT BUILDING AND 14 FT (4.3 M) EAST OF AN
 DQ3619'ABANDONED WATER WELL.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ4635 ***********************************************************************
 DQ4635  DESIGNATION -  C 349
 DQ4635  PID         -  DQ4635
 DQ4635  STATE/COUNTY-  AR/PULASKI
 DQ4635  COUNTRY     -  US
 DQ4635  USGS QUAD   -  WOODSON (2017)
 DQ4635
 DQ4635                         *CURRENT SURVEY CONTROL
 DQ4635  ______________________________________________________________________
 DQ4635* NAD 83(1986) POSITION- 34 32 37.6    (N) 092 11 56.7    (W)   HD_HELD2
 DQ4635* NAVD 88 ORTHO HEIGHT -    70.085 (meters)      229.94  (feet) ADJUSTED
 DQ4635  ______________________________________________________________________
 DQ4635  GEOID HEIGHT    -        -26.311 (meters)                     GEOID18
 DQ4635  DYNAMIC HEIGHT  -         70.018 (meters)      229.72  (feet) COMP
 DQ4635  MODELED GRAVITY -    979,685.2   (mgal)                       NAVD 88
 DQ4635
 DQ4635  VERT ORDER      -  FIRST     CLASS II
 DQ4635
 DQ4635.The horizontal coordinates were established by autonomous hand held GPS
 DQ4635.observations and have an estimated accuracy of +/- 10 meters.
 DQ4635
 DQ4635.The orthometric height was determined by differential leveling and
 DQ4635.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4635.in April 2017.
 DQ4635
 DQ4635.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4635.GEOID18 height accuracy estimate available here.
 DQ4635
 DQ4635.Click photographs - Photos may exist for this station.
 DQ4635
 DQ4635.The dynamic height is computed by dividing the NAVD 88
 DQ4635.geopotential number by the normal gravity value computed on the
 DQ4635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4635.degrees latitude (g = 980.6199 gals.).
 DQ4635
 DQ4635.The modeled gravity was interpolated from observed gravity values.
 DQ4635
 DQ4635;                    North         East    Units  Estimated Accuracy
 DQ4635;SPC AR S     -   608,216.      381,727.      MT  (+/- 10 meters HH2 GPS)
 DQ4635
 DQ4635_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7348922742(NAD 83)
 DQ4635
 DQ4635                          SUPERSEDED SURVEY CONTROL
 DQ4635
 DQ4635.No superseded survey control is available for this station.
 DQ4635
 DQ4635_MARKER: DB = BENCH MARK DISK
 DQ4635_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ4635_SP_SET: HEADWALL
 DQ4635_STAMPING: C 349 2017
 DQ4635_MARK LOGO: ARHD
 DQ4635_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ4635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ4635+STABILITY: SURFACE MOTION
 DQ4635_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4635+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2017
 DQ4635
 DQ4635  HISTORY     - Date     Condition        Report By
 DQ4635  HISTORY     - 20170118 MONUMENTED       ARHD
 DQ4635
 DQ4635                          STATION DESCRIPTION
 DQ4635
 DQ4635'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2017 (JDH)
 DQ4635'THE STATION IS LOCATED ABOUT 10.1 MI (16.3 KM) SOUTH-SOUTHEAST OF
 DQ4635'SWEET HOME, 6.9 MI (11.1 KM) NORTH OF REDFIELD AND 1.2 MI (1.9 KM)
 DQ4635'NORTHEAST OF WOODSON.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ4635'
 DQ4635'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 365 AND STATE HIGHWAY
 DQ4635'386, GO SOUTH ON HIGHWAY 365 FOR 4.3 MI (6.9 KM) TO THE STATION ON THE
 DQ4635'RIGHT, IN THE NORTH CORNER OF THE WEST HEADWALL.
 DQ4635'
 DQ4635'IT IS 33 FT (10.1 M) WEST OF HIGHWAY 365 CENTERLINE AND 17 FT (5.2 M)
 DQ4635'NORTH OF THE CREEK CENTERLINE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0504 ***********************************************************************
 GF0504  DESIGNATION -  C 35
 GF0504  PID         -  GF0504
 GF0504  STATE/COUNTY-  AR/CARROLL
 GF0504  COUNTRY     -  US
 GF0504  USGS QUAD   -  GRANDVIEW (2017)
 GF0504
 GF0504                         *CURRENT SURVEY CONTROL
 GF0504  ______________________________________________________________________
 GF0504* NAD 83(1986) POSITION- 36 25 55.     (N) 093 30 36.     (W)   SCALED
 GF0504* NAVD 88 ORTHO HEIGHT -   358.429 (meters)     1175.95  (feet) ADJUSTED
 GF0504  ______________________________________________________________________
 GF0504  GEOID HEIGHT    -        -28.334 (meters)                     GEOID18
 GF0504  DYNAMIC HEIGHT  -        358.117 (meters)     1174.92  (feet) COMP
 GF0504  MODELED GRAVITY -    979,752.3   (mgal)                       NAVD 88
 GF0504
 GF0504  VERT ORDER      -  SECOND    CLASS 0
 GF0504
 GF0504.The horizontal coordinates were scaled from a map and have
 GF0504.an estimated accuracy of +/- 6 seconds.
 GF0504
 GF0504.The orthometric height was determined by differential leveling and
 GF0504.adjusted by the NATIONAL GEODETIC SURVEY
 GF0504.in June 1991.
 GF0504
 GF0504.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0504.GEOID18 height accuracy estimate available here.
 GF0504
 GF0504.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA542319(NAD 83)
 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
 GF0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0504.See file dsdata.pdf to determine how the superseded data were derived.
 GF0504
 GF0504_MARKER: DB = BENCH MARK DISK
 GF0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0504_STAMPING: C 35 1934
 GF0504_MARK LOGO: CGS
 GF0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0504+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DQ6310 ***********************************************************************
 DQ6310  DESIGNATION -  C 351
 DQ6310  PID         -  DQ6310
 DQ6310  STATE/COUNTY-  AR/DREW
 DQ6310  COUNTRY     -  US
 DQ6310  USGS QUAD   -  MONTICELLO SOUTH (2017)
 DQ6310
 DQ6310                         *CURRENT SURVEY CONTROL
 DQ6310  ______________________________________________________________________
 DQ6310* NAD 83(1986) POSITION- 33 36 30.2    (N) 091 48 31.0    (W)   HD_HELD2
 DQ6310* NAVD 88 ORTHO HEIGHT -    68.317 (meters)      224.14  (feet) ADJUSTED
 DQ6310  ______________________________________________________________________
 DQ6310  GEOID HEIGHT    -        -25.749 (meters)                     GEOID18
 DQ6310  DYNAMIC HEIGHT  -         68.247 (meters)      223.91  (feet) COMP
 DQ6310  MODELED GRAVITY -    979,609.4   (mgal)                       NAVD 88
 DQ6310
 DQ6310  VERT ORDER      -  SECOND    CLASS I
 DQ6310
 DQ6310.The horizontal coordinates were established by autonomous hand held GPS
 DQ6310.observations and have an estimated accuracy of +/- 10 meters.
 DQ6310
 DQ6310.The orthometric height was determined by differential leveling and
 DQ6310.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6310.in October 2017.
 DQ6310
 DQ6310.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6310.GEOID18 height accuracy estimate available here.
 DQ6310
 DQ6310.Click photographs - Photos may exist for this station.
 DQ6310
 DQ6310.The dynamic height is computed by dividing the NAVD 88
 DQ6310.geopotential number by the normal gravity value computed on the
 DQ6310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6310.degrees latitude (g = 980.6199 gals.).
 DQ6310
 DQ6310.The modeled gravity was interpolated from observed gravity values.
 DQ6310
 DQ6310;                    North         East    Units  Estimated Accuracy
 DQ6310;SPC AR S     -   504,465.      417,761.      MT  (+/- 10 meters HH2 GPS)
 DQ6310
 DQ6310_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT1052719372(NAD 83)
 DQ6310
 DQ6310                          SUPERSEDED SURVEY CONTROL
 DQ6310
 DQ6310.No superseded survey control is available for this station.
 DQ6310
 DQ6310_MARKER: DB = BENCH MARK DISK
 DQ6310_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ6310_SP_SET: HEADWALL
 DQ6310_STAMPING: C 351 2017
 DQ6310_MARK LOGO: ARHD
 DQ6310_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ6310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ6310+STABILITY: SURFACE MOTION
 DQ6310_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ6310+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2017
 DQ6310
 DQ6310  HISTORY     - Date     Condition        Report By
 DQ6310  HISTORY     - 20170829 MONUMENTED       ARHD
 DQ6310
 DQ6310                          STATION DESCRIPTION
 DQ6310
 DQ6310'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2017 (JDH)
 DQ6310'THE STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) NORTH OF LADELLE, 7.2
 DQ6310'MI (11.6 KM) EAST-SOUTHEAST OF WILMAR AND 1.7 MI (2.7 KM) SOUTHWEST OF
 DQ6310'MONTICELLO.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ6310'
 DQ6310'TO REACH FROM THE INTERSECTION OF US HIGHWAY 425 AND STATE HIGHWAY
 DQ6310'83S, GO SOUTH ON HIGHWAY 83S FOR 0.55 MI (0.88 KM) TO THE STATION ON
 DQ6310'THE RIGHT.
 DQ6310'
 DQ6310'IT IS IN THE CENTER OF THE NORTH HEADWALL, 24 FT (7.3 M) NORTH OF
 DQ6310'HIGHWAY 83S CENTERLINE AND 5 FT (1.5 M) NORTH OF A GUARDRAIL.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ8671 ***********************************************************************
 DQ8671  DESIGNATION -  C 352
 DQ8671  PID         -  DQ8671
 DQ8671  STATE/COUNTY-  AR/DREW
 DQ8671  COUNTRY     -  US
 DQ8671  USGS QUAD   -  SELMA (2017)
 DQ8671
 DQ8671                         *CURRENT SURVEY CONTROL
 DQ8671  ______________________________________________________________________
 DQ8671* NAD 83(1986) POSITION- 33 40 44.1    (N) 091 32 12.0    (W)   HD_HELD2
 DQ8671* NAVD 88 ORTHO HEIGHT -    56.769 (meters)      186.25  (feet) ADJUSTED
 DQ8671  ______________________________________________________________________
 DQ8671  GEOID HEIGHT    -        -25.980 (meters)                     GEOID18
 DQ8671  DYNAMIC HEIGHT  -         56.711 (meters)      186.06  (feet) COMP
 DQ8671  MODELED GRAVITY -    979,619.1   (mgal)                       NAVD 88
 DQ8671
 DQ8671  VERT ORDER      -  SECOND    CLASS I
 DQ8671
 DQ8671.The horizontal coordinates were established by autonomous hand held GPS
 DQ8671.observations and have an estimated accuracy of +/- 10 meters.
 DQ8671
 DQ8671.The orthometric height was determined by differential leveling and
 DQ8671.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8671.in July 2018.
 DQ8671
 DQ8671.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8671.GEOID18 height accuracy estimate available here.
 DQ8671
 DQ8671.Click photographs - Photos may exist for this station.
 DQ8671
 DQ8671.The dynamic height is computed by dividing the NAVD 88
 DQ8671.geopotential number by the normal gravity value computed on the
 DQ8671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8671.degrees latitude (g = 980.6199 gals.).
 DQ8671
 DQ8671.The modeled gravity was interpolated from observed gravity values.
 DQ8671
 DQ8671;                    North         East    Units  Estimated Accuracy
 DQ8671;SPC AR S     -   512,368.      442,963.      MT  (+/- 10 meters HH2 GPS)
 DQ8671
 DQ8671_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT3564727516(NAD 83)
 DQ8671
 DQ8671                          SUPERSEDED SURVEY CONTROL
 DQ8671
 DQ8671.No superseded survey control is available for this station.
 DQ8671
 DQ8671_MARKER: B = BOLT
 DQ8671_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DQ8671_SP_SET: BOLT
 DQ8671_STAMPING: C 352 2018
 DQ8671_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ8671_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8671_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ8671+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2018
 DQ8671
 DQ8671  HISTORY     - Date     Condition        Report By
 DQ8671  HISTORY     - 20180110 MONUMENTED       ARHD
 DQ8671
 DQ8671                          STATION DESCRIPTION
 DQ8671
 DQ8671'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (JDH)
 DQ8671'THE STATION IS LOCATED ABOUT 8.6 MI (13.8 KM) WEST-NORTHWEST OF
 DQ8671'MCGEHEE, 7.5 MI (12.1 KM) SOUTH-SOUTHWEST OF WINCHESTER AND 2.2 MI
 DQ8671'(3.5 KM) SOUTHEAST OF SELMA.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ8671'
 DQ8671'TO REACH FROM THE INTERSECTION OF US HIGHWAY 278 AND STATE HIGHWAY
 DQ8671'277, GO NORTH ON HIGHWAY 277 FOR 0.7 MI (1.1 KM) TO THE STATION ON THE
 DQ8671'RIGHT, IN A BOLT IN THE 6 FT (1.8 M) DIAMETER 15 FT (4.6 M) DEEP
 DQ8671'CONCRETE BASE OF A LARGE METAL POWER POLE.
 DQ8671'
 DQ8671'IT IS 155 FT (47.2 M) SOUTHEAST OF HIGHWAY 277 CENTERLINE, 115 FT
 DQ8671'(35.1 M) SOUTH OF A POWER POLE AND 44 FT (13.4 M) WEST OF A CUT IN THE
 DQ8671'BANK.
 DQ8671'
 DQ8671'NOTE-THE TOP PART OF THE THREADED BOLT THAT IS SHOWING HAS BEEN
 DQ8671'SMOOTHED DOWN AND C 352 2018 HAS BEEN STAMPED IN IT.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ8697 ***********************************************************************
 DQ8697  DESIGNATION -  C 353
 DQ8697  PID         -  DQ8697
 DQ8697  STATE/COUNTY-  AR/DESHA
 DQ8697  COUNTRY     -  US
 DQ8697  USGS QUAD   -  MCGEHEE NORTH (2017)
 DQ8697
 DQ8697                         *CURRENT SURVEY CONTROL
 DQ8697  ______________________________________________________________________
 DQ8697* NAD 83(2011) POSITION- 33 44 01.32493(N) 091 27 17.86091(W)   ADJUSTED
 DQ8697* NAD 83(2011) ELLIP HT-    20.198 (meters)        (06/24/19)   ADJUSTED
 DQ8697* NAD 83(2011) EPOCH   -  2010.00
 DQ8697* NAVD 88 ORTHO HEIGHT -    46.307 (meters)      151.93  (feet) ADJUSTED
 DQ8697  ______________________________________________________________________
 DQ8697  GEOID HEIGHT    -        -26.107 (meters)                     GEOID18
 DQ8697  NAD 83(2011) X  -   -134,820.223 (meters)                     COMP
 DQ8697  NAD 83(2011) Y  - -5,308,023.621 (meters)                     COMP
 DQ8697  NAD 83(2011) Z  -  3,521,931.505 (meters)                     COMP
 DQ8697  LAPLACE CORR    -         -2.48  (seconds)                    DEFLEC18
 DQ8697  DYNAMIC HEIGHT  -         46.260 (meters)      151.77  (feet) COMP
 DQ8697  MODELED GRAVITY -    979,619.9   (mgal)                       NAVD 88
 DQ8697
 DQ8697  VERT ORDER      -  SECOND    CLASS I
 DQ8697
 DQ8697  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ8697  Standards:
 DQ8697         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ8697            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ8697  -------------------------------------------------------------------
 DQ8697  NETWORK    0.57   1.08           0.27   0.18   0.55      0.05462193
 DQ8697  -------------------------------------------------------------------
 DQ8697  Click here for local accuracies and other accuracy information.
 DQ8697
 DQ8697.The horizontal coordinates were established by GPS observations
 DQ8697.and adjusted by the ARKANSAS DEPT OF TRANS in June 2019.
 DQ8697
 DQ8697.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ8697.been affixed to the stable North American tectonic plate. See 
 DQ8697.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ8697
 DQ8697.The horizontal coordinates are valid at the epoch date displayed above
 DQ8697.which is a decimal equivalence of Year/Month/Day.
 DQ8697
 DQ8697.The orthometric height was determined by differential leveling and
 DQ8697.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8697.in July 2018.
 DQ8697
 DQ8697.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8697.GEOID18 height accuracy estimate available here.
 DQ8697
 DQ8697.Click photographs - Photos may exist for this station.
 DQ8697
 DQ8697.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ8697
 DQ8697.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ8697
 DQ8697.The ellipsoidal height was determined by GPS observations
 DQ8697.and is referenced to NAD 83.
 DQ8697
 DQ8697.The dynamic height is computed by dividing the NAVD 88
 DQ8697.geopotential number by the normal gravity value computed on the
 DQ8697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8697.degrees latitude (g = 980.6199 gals.).
 DQ8697
 DQ8697.The modeled gravity was interpolated from observed gravity values.
 DQ8697
 DQ8697. The following values were computed from the NAD 83(2011) position.
 DQ8697
 DQ8697;                    North         East     Units Scale Factor Converg.
 DQ8697;SPC AR S     -   518,481.659   450,506.196   MT  0.99993216   +0 18 18.2
 DQ8697;SPC AR S     - 1,701,051.91  1,478,035.74   sFT  0.99993216   +0 18 18.2
 DQ8697;UTM  15      - 3,733,701.815   643,131.364   MT  0.99985256   +0 51 29.4
 DQ8697
 DQ8697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ8697!SPC AR S     -   0.99999683  x   0.99993216  =   0.99992899
 DQ8697!UTM  15      -   0.99999683  x   0.99985256  =   0.99984939
 DQ8697
 DQ8697_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT4313133701(NAD 83)
 DQ8697
 DQ8697                          SUPERSEDED SURVEY CONTROL
 DQ8697
 DQ8697.No superseded survey control is available for this station.
 DQ8697
 DQ8697_MARKER: DB = BENCH MARK DISK
 DQ8697_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DQ8697_SP_SET: GAS ISLAND
 DQ8697_STAMPING: C 353 2018
 DQ8697_MARK LOGO: ARHD
 DQ8697_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ8697_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ8697_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8697+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2018
 DQ8697
 DQ8697  HISTORY     - Date     Condition        Report By
 DQ8697  HISTORY     - 20180306 MONUMENTED       ARHD
 DQ8697
 DQ8697                          STATION DESCRIPTION
 DQ8697
 DQ8697'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (JDH)
 DQ8697'THE STATION IS LOCATED ABOUT 7.6 MI (12.2 KM) WEST-NORTHWEST OF
 DQ8697'MCARTHUR, 7.0 MI (11.3 KM) EAST-NORTHEAST OF SELMA AND 3.0 MI (4.8 KM)
 DQ8697'SOUTH-SOUTHEAST OF WINCHESTER.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ8697'
 DQ8697'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 277,
 DQ8697'GO NORTH ON HIGHWAY 65 FOR 1.6 MI (2.6 KM) TO THE STATION ON THE
 DQ8697'RIGHT, IN AN ABANDONED GAS ISLAND CONCRETE BASE.
 DQ8697'
 DQ8697'IT IS 76 FT (23.2 M) SOUTH OF A WATER WELL, 64 FT (19.5 M) NORTHWEST
 DQ8697'OF THE NORTHWEST CORNER OF A METAL BUILDING AND 55 FT (16.8 M) EAST OF
 DQ8697'HIGHWAY 65 NORTH BOUND LANE SHOULDER.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR1106 ***********************************************************************
 DR1106  DESIGNATION -  C 354
 DR1106  PID         -  DR1106
 DR1106  STATE/COUNTY-  AR/CLARK
 DR1106  COUNTRY     -  US
 DR1106  USGS QUAD   -  ARKADELPHIA (2017)
 DR1106
 DR1106                         *CURRENT SURVEY CONTROL
 DR1106  ______________________________________________________________________
 DR1106* NAD 83(1986) POSITION- 34 04 03.3    (N) 093 05 48.4    (W)   HD_HELD2
 DR1106* NAVD 88 ORTHO HEIGHT -    70.385 (meters)      230.92  (feet) ADJUSTED
 DR1106  ______________________________________________________________________
 DR1106  GEOID HEIGHT    -        -26.808 (meters)                     GEOID18
 DR1106  DYNAMIC HEIGHT  -         70.315 (meters)      230.69  (feet) COMP
 DR1106  MODELED GRAVITY -    979,633.8   (mgal)                       NAVD 88
 DR1106
 DR1106  VERT ORDER      -  SECOND    CLASS I
 DR1106
 DR1106.The horizontal coordinates were established by autonomous hand held GPS
 DR1106.observations and have an estimated accuracy of +/- 10 meters.
 DR1106
 DR1106.The orthometric height was determined by differential leveling and
 DR1106.adjusted by the NATIONAL GEODETIC SURVEY
 DR1106.in February 2019.
 DR1106
 DR1106.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR1106.GEOID18 height accuracy estimate available here.
 DR1106
 DR1106.Click photographs - Photos may exist for this station.
 DR1106
 DR1106.The dynamic height is computed by dividing the NAVD 88
 DR1106.geopotential number by the normal gravity value computed on the
 DR1106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR1106.degrees latitude (g = 980.6199 gals.).
 DR1106
 DR1106.The modeled gravity was interpolated from observed gravity values.
 DR1106
 DR1106;                    North         East    Units  Estimated Accuracy
 DR1106;SPC AR S     -   555,921.      298,765.      MT  (+/- 10 meters HH2 GPS)
 DR1106
 DR1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT9106969653(NAD 83)
 DR1106
 DR1106                          SUPERSEDED SURVEY CONTROL
 DR1106
 DR1106.No superseded survey control is available for this station.
 DR1106
 DR1106_MARKER: DB = BENCH MARK DISK
 DR1106_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DR1106_SP_SET: HEADWALL
 DR1106_STAMPING: C 354 2018
 DR1106_MARK LOGO: ARHD
 DR1106_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR1106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR1106+STABILITY: SURFACE MOTION
 DR1106_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR1106+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2018
 DR1106
 DR1106  HISTORY     - Date     Condition        Report By
 DR1106  HISTORY     - 20181107 MONUMENTED       ARHD
 DR1106
 DR1106                          STATION DESCRIPTION
 DR1106
 DR1106'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (JDH)
 DR1106'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) SOUTH-SOUTHEAST OF DE
 DR1106'GRAY, 4.8 MI (7.7 KM) NORTH OF CURTIS AND 4.4 MI (7.1 KM) SOUTHWEST OF
 DR1106'ARKADELPHIA.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR1106'
 DR1106'TO REACH FROM THE INTERSECTION OF US HIGHWAY 67 AND STATE HIGHWAY 26,
 DR1106'GO NORTH ON HIGHWAY 67 FOR 0.5 MI (0.8 KM) TO THE STATION ON THE LEFT,
 DR1106'IN THE CENTER OF THE EAST HEADWALL OF THE OLD HIGHWAY 67.
 DR1106'
 DR1106'IT IS 50 FT (15.2 M) WEST OF HIGHWAY 67 CENTERLINE, 22 FT (6.7 M) WEST
 DR1106'OF A HEADWALL, 16 FT (4.9 M) EAST OF THE OLD HIGHWAY 67 CENTERLINE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR3443 ***********************************************************************
 DR3443  DESIGNATION -  C 355
 DR3443  PID         -  DR3443
 DR3443  STATE/COUNTY-  AR/MISSISSIPPI
 DR3443  COUNTRY     -  US
 DR3443  USGS QUAD   -  KEISER (2017)
 DR3443
 DR3443                         *CURRENT SURVEY CONTROL
 DR3443  ______________________________________________________________________
 DR3443* NAD 83(1986) POSITION- 35 42 46.4    (N) 090 01 36.9    (W)   HD_HELD2
 DR3443* NAVD 88 ORTHO HEIGHT -    71.018 (meters)      233.00  (feet) ADJUSTED
 DR3443  ______________________________________________________________________
 DR3443  GEOID HEIGHT    -        -27.738 (meters)                     GEOID18
 DR3443  DYNAMIC HEIGHT  -         70.957 (meters)      232.80  (feet) COMP
 DR3443  MODELED GRAVITY -    979,779.8   (mgal)                       NAVD 88
 DR3443
 DR3443  VERT ORDER      -  FIRST     CLASS II
 DR3443
 DR3443.The horizontal coordinates were established by autonomous hand held GPS
 DR3443.observations and have an estimated accuracy of +/- 10 meters.
 DR3443
 DR3443.The orthometric height was determined by differential leveling and
 DR3443.adjusted by the NATIONAL GEODETIC SURVEY
 DR3443.in June 2020.
 DR3443
 DR3443.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR3443.GEOID18 height accuracy estimate available here.
 DR3443
 DR3443.Click photographs - Photos may exist for this station.
 DR3443
 DR3443.The dynamic height is computed by dividing the NAVD 88
 DR3443.geopotential number by the normal gravity value computed on the
 DR3443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR3443.degrees latitude (g = 980.6199 gals.).
 DR3443
 DR3443.The modeled gravity was interpolated from observed gravity values.
 DR3443
 DR3443;                    North         East    Units  Estimated Accuracy
 DR3443;SPC AR N     -   154,839.      578,520.      MT  (+/- 10 meters HH2 GPS)
 DR3443
 DR3443_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6896356179(NAD 83)
 DR3443
 DR3443                          SUPERSEDED SURVEY CONTROL
 DR3443
 DR3443.No superseded survey control is available for this station.
 DR3443
 DR3443_MARKER: DB = BENCH MARK DISK
 DR3443_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DR3443_SP_SET: TRANSMISSION TOWER LINE BASE
 DR3443_STAMPING: C 355 2019
 DR3443_MARK LOGO: ARHD
 DR3443_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR3443_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR3443_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR3443+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2019
 DR3443
 DR3443  HISTORY     - Date     Condition        Report By
 DR3443  HISTORY     - 20190813 MONUMENTED       ARHD
 DR3443
 DR3443                          STATION DESCRIPTION
 DR3443
 DR3443'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2019 (JDH)
 DR3443'THE STATION IS LOCATED ABOUT 6.3 MI (10.1 KM) WEST-SOUTHWEST OF
 DR3443'LUXORA, 4.9 MI (7.9 KM) EAST-NORTHEAST OF KEISER AND 3.3 MI (5.3 KM)
 DR3443'WEST OF OSCEOLA.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR3443'
 DR3443'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 140 AND STATE HIGHWAY
 DR3443'119, GO NORTH ON HIGHWAY 119 FOR 1.5 MI (2.4 KM) TO THE STATION ON THE
 DR3443'RIGHT, IN THE SOUTHWEST CORNER OF A TRANSMISSION LINE CONCRETE BASE.
 DR3443'
 DR3443'IT IS 163 FT (49.7 M) WEST OF A FIELD RODE AND 72 FT (21.9 M) NORTH OF
 DR3443'HIGHWAY 119 CENTERLINE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR7083 ***********************************************************************
 DR7083  DESIGNATION -  C 356
 DR7083  PID         -  DR7083
 DR7083  STATE/COUNTY-  AR/CRITTENDEN
 DR7083  COUNTRY     -  US
 DR7083  USGS QUAD   -  WEST MEMPHIS (2017)
 DR7083
 DR7083                         *CURRENT SURVEY CONTROL
 DR7083  ______________________________________________________________________
 DR7083* NAD 83(1986) POSITION- 35 10 17.0    (N) 090 10 27.8    (W)   HD_HELD2
 DR7083* NAVD 88 ORTHO HEIGHT -    66.622 (meters)      218.58  (feet) ADJUSTED
 DR7083  ______________________________________________________________________
 DR7083  GEOID HEIGHT    -        -27.317 (meters)                     GEOID18
 DR7083  DYNAMIC HEIGHT  -         66.562 (meters)      218.38  (feet) COMP
 DR7083  MODELED GRAVITY -    979,735.1   (mgal)                       NAVD 88
 DR7083
 DR7083  VERT ORDER      -  SECOND    CLASS I
 DR7083
 DR7083.The horizontal coordinates were established by autonomous hand held GPS
 DR7083.observations and have an estimated accuracy of +/- 10 meters.
 DR7083
 DR7083.The orthometric height was determined by differential leveling and
 DR7083.adjusted by the NATIONAL GEODETIC SURVEY
 DR7083.in January 2022.
 DR7083
 DR7083.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7083.GEOID18 height accuracy estimate available here.
 DR7083
 DR7083.Click photographs - Photos may exist for this station.
 DR7083
 DR7083.The dynamic height is computed by dividing the NAVD 88
 DR7083.geopotential number by the normal gravity value computed on the
 DR7083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7083.degrees latitude (g = 980.6199 gals.).
 DR7083
 DR7083.The modeled gravity was interpolated from observed gravity values.
 DR7083
 DR7083;                    North         East    Units  Estimated Accuracy
 DR7083;SPC AR N     -    94,517.      566,293.      MT  (+/- 10 meters HH2 GPS)
 DR7083
 DR7083_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU5733895706(NAD 83)
 DR7083
 DR7083                          SUPERSEDED SURVEY CONTROL
 DR7083
 DR7083.No superseded survey control is available for this station.
 DR7083
 DR7083_MARKER: X = CHISELED CROSS
 DR7083_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR7083_SP_SET: MANHOLE RIM
 DR7083_STAMPING: C 356
 DR7083_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR7083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR7083_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR7083+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2021
 DR7083
 DR7083  HISTORY     - Date     Condition        Report By
 DR7083  HISTORY     - 20210630 MONUMENTED       ARHD
 DR7083
 DR7083                          STATION DESCRIPTION
 DR7083
 DR7083'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2021 (JDH)
 DR7083'THE MARK IS LOCATED ABOUT 8.9 MI (14.3 KM) EAST-NORTHEAST OF
 DR7083'EDMONDSON, 8.4 MI (13.5 KM) SOUTH-SOUTHEAST OF JERICHO AND 1.8 MI (2.9
 DR7083'KM) NORTH-NORTHEAST OF WEST MEMPHIS.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7083'
 DR7083'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 191 AND CITY STREET
 DR7083'SOUTHLAND DRIVE, GO EAST ALONG SOUTHLAND DRIVE FOR 0.15 MI (0.24 KM)
 DR7083'TO THE STATION ON THE RIGHT, A CHSLD CROSS IN THE NORTH SIDE OF THE
 DR7083'SEWER MANHOLE.
 DR7083'
 DR7083'IT IS 75 FT (22.9 M) SOUTH OF SOUTHLAND DRIVE CENTERLINE AND 75 FT
 DR7083'(22.9 M) WEST OF A POWER POLE.
 DR7083'
 DR7083'NOTE--C 356 WAS STAMPED IN RIM NEXT TO THE X.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR7111 ***********************************************************************
 DR7111  DESIGNATION -  C 357
 DR7111  PID         -  DR7111
 DR7111  STATE/COUNTY-  AR/CRITTENDEN
 DR7111  COUNTRY     -  US
 DR7111  USGS QUAD   -  WEST MEMPHIS (2017)
 DR7111
 DR7111                         *CURRENT SURVEY CONTROL
 DR7111  ______________________________________________________________________
 DR7111* NAD 83(1986) POSITION- 35 08 08.0    (N) 090 10 29.4    (W)   HD_HELD2
 DR7111* NAVD 88 ORTHO HEIGHT -    64.138 (meters)      210.43  (feet) ADJUSTED
 DR7111  ______________________________________________________________________
 DR7111  GEOID HEIGHT    -        -27.307 (meters)                     GEOID18
 DR7111  DYNAMIC HEIGHT  -         64.080 (meters)      210.24  (feet) COMP
 DR7111  MODELED GRAVITY -    979,731.9   (mgal)                       NAVD 88
 DR7111
 DR7111  VERT ORDER      -  SECOND    CLASS I
 DR7111
 DR7111.The horizontal coordinates were established by autonomous hand held GPS
 DR7111.observations and have an estimated accuracy of +/- 10 meters.
 DR7111
 DR7111.The orthometric height was determined by differential leveling and
 DR7111.adjusted by the NATIONAL GEODETIC SURVEY
 DR7111.in January 2022.
 DR7111
 DR7111.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7111.GEOID18 height accuracy estimate available here.
 DR7111
 DR7111.Click photographs - Photos may exist for this station.
 DR7111
 DR7111.The dynamic height is computed by dividing the NAVD 88
 DR7111.geopotential number by the normal gravity value computed on the
 DR7111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7111.degrees latitude (g = 980.6199 gals.).
 DR7111
 DR7111.The modeled gravity was interpolated from observed gravity values.
 DR7111
 DR7111;                    North         East    Units  Estimated Accuracy
 DR7111;SPC AR N     -    90,541.      566,326.      MT  (+/- 10 meters HH2 GPS)
 DR7111
 DR7111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU5741091729(NAD 83)
 DR7111
 DR7111                          SUPERSEDED SURVEY CONTROL
 DR7111
 DR7111.No superseded survey control is available for this station.
 DR7111
 DR7111_MARKER: DB = BENCH MARK DISK
 DR7111_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR7111_SP_SET: CATCH BASIN
 DR7111_STAMPING: C 357 2021
 DR7111_MARK LOGO: ARHD
 DR7111_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR7111_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR7111_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7111+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2021
 DR7111
 DR7111  HISTORY     - Date     Condition        Report By
 DR7111  HISTORY     - 20210810 MONUMENTED       ARHD
 DR7111
 DR7111                          STATION DESCRIPTION
 DR7111
 DR7111'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2021 (JDH)
 DR7111'THE MARK IS LOCATED ABOUT 10.5 MI (16.9 KM) SOUTHEAST OF
 DR7111'CRAWFORDSVILLE, 7.9 MI (12.7 KM) EAST-NORTHEAST OF EDMONDSON AND 0.9
 DR7111'MI (1.4 KM) SOUTHEAST OF WEST MEMPHIS.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7111'
 DR7111'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 70 AND CITY STREET
 DR7111'EIGHTH STREET, GO SOUTH ALONG EIGHTH STREET FOR 0.75 MI (1.21 KM) TO
 DR7111'THE STATION ON THE RIGHT, IN THE SOUTHWEST CORNER OF A CATCH BASIN.
 DR7111'
 DR7111'IT IS 36 FT (11.0 M) NORTH OF JEFFERSON AVENUE CENTERLINE, 22 FT (6.7
 DR7111'M) WEST OF EIGHTH STREET CENTERLINE AND 7 FT (2.1 M) NORTHEAST OF A
 DR7111'CHAIN LINK FENCE CORNER.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR7470 ***********************************************************************
 DR7470  DESIGNATION -  C 358
 DR7470  PID         -  DR7470
 DR7470  STATE/COUNTY-  AR/DALLAS
 DR7470  COUNTRY     -  US
 DR7470  USGS QUAD   -  FORDYCE (2017)
 DR7470
 DR7470                         *CURRENT SURVEY CONTROL
 DR7470  ______________________________________________________________________
 DR7470* NAD 83(1986) POSITION- 33 48 46.1    (N) 092 26 00.0    (W)   HD_HELD2
 DR7470* NAVD 88 ORTHO HEIGHT -    90.044 (meters)      295.42  (feet) ADJUSTED
 DR7470  ______________________________________________________________________
 DR7470  GEOID HEIGHT    -        -26.082 (meters)                     GEOID18
 DR7470  DYNAMIC HEIGHT  -         89.951 (meters)      295.11  (feet) COMP
 DR7470  MODELED GRAVITY -    979,613.2   (mgal)                       NAVD 88
 DR7470
 DR7470  VERT ORDER      -  SECOND    CLASS I
 DR7470
 DR7470.The horizontal coordinates were established by autonomous hand held GPS
 DR7470.observations and have an estimated accuracy of +/- 10 meters.
 DR7470
 DR7470.The orthometric height was determined by differential leveling and
 DR7470.adjusted by the NATIONAL GEODETIC SURVEY
 DR7470.in January 2022.
 DR7470
 DR7470.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7470.GEOID18 height accuracy estimate available here.
 DR7470
 DR7470.Click photographs - Photos may exist for this station.
 DR7470
 DR7470.The dynamic height is computed by dividing the NAVD 88
 DR7470.geopotential number by the normal gravity value computed on the
 DR7470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7470.degrees latitude (g = 980.6199 gals.).
 DR7470
 DR7470.The modeled gravity was interpolated from observed gravity values.
 DR7470
 DR7470;                    North         East    Units  Estimated Accuracy
 DR7470;SPC AR S     -   527,206.      359,882.      MT  (+/- 10 meters HH2 GPS)
 DR7470
 DR7470_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT5244541544(NAD 83)
 DR7470
 DR7470                          SUPERSEDED SURVEY CONTROL
 DR7470
 DR7470.No superseded survey control is available for this station.
 DR7470
 DR7470_MARKER: DB = BENCH MARK DISK
 DR7470_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DR7470_SP_SET: HEADWALL
 DR7470_STAMPING: C 358 2021
 DR7470_MARK LOGO: ARHD
 DR7470_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR7470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR7470+STABILITY: SURFACE MOTION
 DR7470
 DR7470  HISTORY     - Date     Condition        Report By
 DR7470  HISTORY     - 20211026 MONUMENTED       ARHD
 DR7470
 DR7470                          STATION DESCRIPTION
 DR7470
 DR7470'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2021 (JDH)
 DR7470'THE MARK IS LOCATED ABOUT 6.8 MI (10.9 KM) SOUTH OF IVAN, 4.5 MI (7.2
 DR7470'KM) NORTH OF CHAMBERSVILLE AND 1.2 MI (1.9 KM) WEST OF FORDYCE.
 DR7470'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7470'
 DR7470'TO REACH FROM THE INTERSECTION OF US HIGHWAY 167 AND STATE HIGHWAY
 DR7470'79B, GO EAST ON HIGHWAY 79B FOR 0.95 MI (1.53 KM) TO THE STATION ON
 DR7470'THE RIGHT, IN THE CENTER OF THE SOUTH HEADWALL.
 DR7470'
 DR7470'IT IS 55 FT (16.8 M) NORTHWEST OF THE NORTHWEST CORNER OF THE CHURCH
 DR7470'OF CHRIST BUILDING, 23 FT (7.0 M) EAST OF TANGLE WOOD DRIVE
 DR7470'CENTERLINE, 19 FT (5.8 M) SOUTH OF HIGHWAY 79B CENTERLINE AND 6 FT
 DR7470'(1.8 M) NORTH OF A MANHOLE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR8565 ***********************************************************************
 DR8565  DESIGNATION -  C 359
 DR8565  PID         -  DR8565
 DR8565  STATE/COUNTY-  AR/FRANKLIN
 DR8565  COUNTRY     -  US
 DR8565  USGS QUAD   -  OZARK (2017)
 DR8565
 DR8565                         *CURRENT SURVEY CONTROL
 DR8565  ______________________________________________________________________
 DR8565* NAD 83(1986) POSITION- 35 29 46.1    (N) 093 50 37.9    (W)   HD_HELD2
 DR8565* NAVD 88 ORTHO HEIGHT -   148.814 (meters)      488.23  (feet) ADJUSTED
 DR8565  ______________________________________________________________________
 DR8565  GEOID HEIGHT    -        -29.209 (meters)                     GEOID18
 DR8565  DYNAMIC HEIGHT  -        148.678 (meters)      487.79  (feet) COMP
 DR8565  MODELED GRAVITY -    979,713.0   (mgal)                       NAVD 88
 DR8565
 DR8565  VERT ORDER      -  SECOND    CLASS I
 DR8565
 DR8565.The horizontal coordinates were established by autonomous hand held GPS
 DR8565.observations and have an estimated accuracy of +/- 10 meters.
 DR8565
 DR8565.The orthometric height was determined by differential leveling and
 DR8565.adjusted by the NATIONAL GEODETIC SURVEY
 DR8565.in February 2023.
 DR8565
 DR8565.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8565.GEOID18 height accuracy estimate available here.
 DR8565
 DR8565.Click photographs - Photos may exist for this station.
 DR8565
 DR8565.The dynamic height is computed by dividing the NAVD 88
 DR8565.geopotential number by the normal gravity value computed on the
 DR8565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR8565.degrees latitude (g = 980.6199 gals.).
 DR8565
 DR8565.The modeled gravity was interpolated from observed gravity values.
 DR8565
 DR8565;                    North         East    Units  Estimated Accuracy
 DR8565;SPC AR N     -   130,570.      232,720.      MT  (+/- 10 meters HH2 GPS)
 DR8565
 DR8565_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV2346328392(NAD 83)
 DR8565
 DR8565                          SUPERSEDED SURVEY CONTROL
 DR8565
 DR8565.No superseded survey control is available for this station.
 DR8565
 DR8565_MARKER: DB = BENCH MARK DISK
 DR8565_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR8565_SP_SET: CATCH BASIN
 DR8565_STAMPING: C 359 2022
 DR8565_MARK LOGO: ARHD
 DR8565_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR8565_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR8565_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR8565+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2022
 DR8565
 DR8565  HISTORY     - Date     Condition        Report By
 DR8565  HISTORY     - 20221102 MONUMENTED       ARHD
 DR8565
 DR8565                          STATION DESCRIPTION
 DR8565
 DR8565'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2022 (JDH)
 DR8565'THE STATION IS LOCATED ABOUT 5.5 MI (8.8 KM) SOUTHEAST OF CRAVENS, 5.4
 DR8565'MI (8.7 KM) SOUTH OF WATALULA AND 1.1 MI (1.8 KM) NORTHWEST OF OZARK.
 DR8565'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR8565'
 DR8565'TO REACH FROM THE INTERSECTION OF US HIGHWAY 64 AND STATE HIGHWAY 23
 DR8565'N, HEAD NORTH ALONG HIGHWAY 23 FOR 0.50 MI (0.80 KM) TO THE STATION ON
 DR8565'THE LEFT.
 DR8565'
 DR8565'IT IS 96 FT (29.3 M) WEST OF HIGHWAY 23 CENTERLINE, 25 FT (7.6 M)
 DR8565'NORTH OF BALDOR DRIVE CENTERLINE, 11 FT (3.4 M) SOUTHEAST OF ARDOT
 DR8565'FENCE CORNER.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR9503 ***********************************************************************
 DR9503  DESIGNATION -  C 360
 DR9503  PID         -  DR9503
 DR9503  STATE/COUNTY-  AR/FAULKNER
 DR9503  COUNTRY     -  US
 DR9503  USGS QUAD   -  CONWAY (2017)
 DR9503
 DR9503                         *CURRENT SURVEY CONTROL
 DR9503  ______________________________________________________________________
 DR9503* NAD 83(1986) POSITION- 35 04 34.6    (N) 092 23 40.1    (W)   HD_HELD2
 DR9503* NAVD 88 ORTHO HEIGHT -    85.057 (meters)      279.06  (feet) ADJUSTED
 DR9503  ______________________________________________________________________
 DR9503  GEOID HEIGHT    -        -27.852 (meters)                     GEOID18
 DR9503  DYNAMIC HEIGHT  -         84.978 (meters)      278.80  (feet) COMP
 DR9503  MODELED GRAVITY -    979,695.2   (mgal)                       NAVD 88
 DR9503
 DR9503  VERT ORDER      -  FIRST     CLASS II
 DR9503
 DR9503.The horizontal coordinates were established by autonomous hand held GPS
 DR9503.observations and have an estimated accuracy of +/- 10 meters.
 DR9503
 DR9503.The orthometric height was determined by differential leveling and
 DR9503.adjusted by the NATIONAL GEODETIC SURVEY
 DR9503.in January 2024.
 DR9503
 DR9503.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9503.GEOID18 height accuracy estimate available here.
 DR9503
 DR9503.Click photographs - Photos may exist for this station.
 DR9503
 DR9503.The dynamic height is computed by dividing the NAVD 88
 DR9503.geopotential number by the normal gravity value computed on the
 DR9503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9503.degrees latitude (g = 980.6199 gals.).
 DR9503
 DR9503.The modeled gravity was interpolated from observed gravity values.
 DR9503
 DR9503;                    North         East    Units  Estimated Accuracy
 DR9503;SPC AR N     -    82,496.      364,024.      MT  (+/- 10 meters HH2 GPS)
 DR9503
 DR9503_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5520481669(NAD 83)
 DR9503
 DR9503                          SUPERSEDED SURVEY CONTROL
 DR9503
 DR9503.No superseded survey control is available for this station.
 DR9503
 DR9503_MARKER: DB = BENCH MARK DISK
 DR9503_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DR9503_SP_SET: BRIDGE ABUTMENT
 DR9503_STAMPING: C 360 2023
 DR9503_MARK LOGO: ARHD
 DR9503_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR9503_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9503_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9503+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2023
 DR9503
 DR9503  HISTORY     - Date     Condition        Report By
 DR9503  HISTORY     - 20230920 MONUMENTED       ARHD
 DR9503
 DR9503                          STATION DESCRIPTION
 DR9503
 DR9503'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2023 (JDH)
 DR9503'THE MARK IS LOCATED ABOUT 7.3 MI (11.7 KM) EAST-SOUTHEAST OF GLEASON,
 DR9503'5.1 MI (8.2 KM) WEST OF HAMLET AND 2.8 MI (4.5 KM) EAST-SOUTHEAST OF
 DR9503'CONWAY.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR9503'
 DR9503'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 286 AND CITY STREET
 DR9503'EAST GERMAN LANE, HEAD NORTH ALONG EAST GERMAN LANE FOR 0.6 MI (1.0
 DR9503'KM) TO CITY STREET MIDDLE ROAD.  TURN RIGHT AND HEAD EAST ALONG MIDDLE
 DR9503'ROAD FOR 0.4 MI (0.6 KM) TO THE STATION ON THE RIGHT.
 DR9503'
 DR9503'IT IS 49 FT (14.9 M) NORTHEAST OF A POWER POLE, 21 FT (6.4 M) SOUTH OF
 DR9503'MIDDLE ROAD CENTERLINE AND 3 FT (0.9 M) SOUTH OF THE SOUTHWEST CORNER
 DR9503'OF BRIDGE END.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DS1900 ***********************************************************************
 DS1900  DESIGNATION -  C 361
 DS1900  PID         -  DS1900
 DS1900  STATE/COUNTY-  AR/SCOTT
 DS1900  COUNTRY     -  US
 DS1900  USGS QUAD   -  WALDRON (2017)
 DS1900
 DS1900                         *CURRENT SURVEY CONTROL
 DS1900  ______________________________________________________________________
 DS1900* NAD 83(1986) POSITION- 34 52 40.6    (N) 094 05 48.4    (W)   HD_HELD2
 DS1900* NAVD 88 ORTHO HEIGHT -   218.698 (meters)      717.51  (feet) ADJUSTED
 DS1900  ______________________________________________________________________
 DS1900  GEOID HEIGHT    -        -30.651 (meters)                     GEOID18
 DS1900  DYNAMIC HEIGHT  -        218.470 (meters)      716.76  (feet) COMP
 DS1900  MODELED GRAVITY -    979,588.6   (mgal)                       NAVD 88
 DS1900
 DS1900  VERT ORDER      -  FIRST     CLASS II
 DS1900
 DS1900.The horizontal coordinates were established by autonomous hand held GPS
 DS1900.observations and have an estimated accuracy of +/- 10 meters.
 DS1900
 DS1900.The orthometric height was determined by differential leveling and
 DS1900.adjusted by the NATIONAL GEODETIC SURVEY
 DS1900.in August 2024.
 DS1900
 DS1900.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS1900.GEOID18 height accuracy estimate available here.
 DS1900
 DS1900.Click photographs - Photos may exist for this station.
 DS1900
 DS1900.The dynamic height is computed by dividing the NAVD 88
 DS1900.geopotential number by the normal gravity value computed on the
 DS1900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS1900.degrees latitude (g = 980.6199 gals.).
 DS1900
 DS1900.The modeled gravity was interpolated from observed gravity values.
 DS1900
 DS1900;                    North         East    Units  Estimated Accuracy
 DS1900;SPC AR N     -    62,462.      208,318.      MT  (+/- 10 meters HH2 GPS)
 DS1900
 DS1900_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU9976660056(NAD 83)
 DS1900
 DS1900                          SUPERSEDED SURVEY CONTROL
 DS1900
 DS1900.No superseded survey control is available for this station.
 DS1900
 DS1900_MARKER: DV = VERTICAL CONTROL DISK
 DS1900_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DS1900_SP_SET: HEADWALL
 DS1900_STAMPING: C 361 2024
 DS1900_MARK LOGO: ARHD
 DS1900_PROJECTION: FLUSH
 DS1900_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS1900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS1900+STABILITY: SURFACE MOTION
 DS1900_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS1900+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2024
 DS1900
 DS1900  HISTORY     - Date     Condition        Report By
 DS1900  HISTORY     - 20240321 MONUMENTED       ARHD
 DS1900
 DS1900                          STATION DESCRIPTION
 DS1900
 DS1900'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (JDH)
 DS1900'THE MARK IS LOCATED ABOUT 7.3 MI (11.7 KM) NORTH-NORTHWEST OF BOLES,
 DS1900'6.4 MI (10.3 KM) SOUTHEAST OF HON AND 1.5 MI (2.4 KM) SOUTH-SOUTHWEST
 DS1900'OF WALDRON.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DS1900'
 DS1900'TO REACH FROM THE INTERSECTION OF US HIGHWAY 71 AND US HIGHWAY 71B
 DS1900'HEAD NORTH DOWN US HIGHWAY 71 FOR 2.3 MI (3.7 KM) TO THE STATION ON
 DS1900'THE ON THE LEFT, A ALUMINUM CAP SET IN S END OF HEADWALL.
 DS1900'
 DS1900'IT IS 42 FT (12.8 M) SOUTHWEST OF THE CENTERLINE OF HIGHWAY 71 AND 22
 DS1900'FT (6.7 M) NORTH OF 4 FT (1.2 M) TALL WEBBED WIRE FENCE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DS1950 ***********************************************************************
 DS1950  DESIGNATION -  C 362
 DS1950  PID         -  DS1950
 DS1950  STATE/COUNTY-  AR/SEBASTIAN
 DS1950  COUNTRY     -  US
 DS1950  USGS QUAD   -  BARLING (2017)
 DS1950
 DS1950                         *CURRENT SURVEY CONTROL
 DS1950  ______________________________________________________________________
 DS1950* NAD 83(1986) POSITION- 35 21 37.6    (N) 094 17 30.8    (W)   HD_HELD2
 DS1950* NAVD 88 ORTHO HEIGHT -   118.522 (meters)      388.85  (feet) ADJUSTED
 DS1950  ______________________________________________________________________
 DS1950  GEOID HEIGHT    -        -30.079 (meters)                     GEOID18
 DS1950  DYNAMIC HEIGHT  -        118.410 (meters)      388.48  (feet) COMP
 DS1950  MODELED GRAVITY -    979,692.4   (mgal)                       NAVD 88
 DS1950
 DS1950  VERT ORDER      -  FIRST     CLASS II
 DS1950
 DS1950.The horizontal coordinates were established by autonomous hand held GPS
 DS1950.observations and have an estimated accuracy of +/- 10 meters.
 DS1950
 DS1950.The orthometric height was determined by differential leveling and
 DS1950.adjusted by the NATIONAL GEODETIC SURVEY
 DS1950.in September 2024.
 DS1950
 DS1950.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS1950.GEOID18 height accuracy estimate available here.
 DS1950
 DS1950.Click photographs - Photos may exist for this station.
 DS1950
 DS1950.The dynamic height is computed by dividing the NAVD 88
 DS1950.geopotential number by the normal gravity value computed on the
 DS1950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS1950.degrees latitude (g = 980.6199 gals.).
 DS1950
 DS1950.The modeled gravity was interpolated from observed gravity values.
 DS1950
 DS1950;                    North         East    Units  Estimated Accuracy
 DS1950;SPC AR N     -   116,373.      191,730.      MT  (+/- 10 meters HH2 GPS)
 DS1950
 DS1950_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV8262813782(NAD 83)
 DS1950
 DS1950                          SUPERSEDED SURVEY CONTROL
 DS1950
 DS1950.No superseded survey control is available for this station.
 DS1950
 DS1950_MARKER: DB = BENCH MARK DISK
 DS1950_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DS1950_SP_SET: BRIDGE ABUTMENT
 DS1950_STAMPING: C 362 2024
 DS1950_MARK LOGO: ARHD
 DS1950_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS1950_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS1950_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DS1950+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2024
 DS1950
 DS1950  HISTORY     - Date     Condition        Report By
 DS1950  HISTORY     - 20240415 MONUMENTED       ARHD
 DS1950
 DS1950                          STATION DESCRIPTION
 DS1950
 DS1950'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (JDH)
 DS1950'THE MARK IS LOCATED ABOUT 6.3 MI (10.1 KM) EAST-SOUTHEAST OF FORT
 DS1950'SMITH, 6.1 MI (9.8 KM) SOUTH-SOUTHEAST OF VAN BUREN AND 2.5 MI (4.0
 DS1950'KM) NORTH-NORTHEAST OF BARLING.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DS1950'
 DS1950'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 59 AND STATE HIGHWAY
 DS1950'22, HEAD NORTH ALONG HIGHWAY 59 FOR 2.75 MI (4.42 KM) TO THE ARKANSAS
 DS1950'RIVER LEVEE.  TURN RIGHT AND GO NORTHEAST ALONG THE RIVER LEVEE FOR
 DS1950'0.6 MI (1.0 KM) TO THE STATION ON THE RIGHT, AN ALUMINUM CAP SET IN
 DS1950'THE SOUTHEAST CORNER OF THE BRIDGE ABUTMENT.
 DS1950'
 DS1950'IT IS 76 FT (23.2 M) SOUTHEAST OF THE ARKANSAS RIVER LEVEE AND 1 FT
 DS1950'(0.3 M) EAST OF AN ELECTRICAL LINE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DS2473 ***********************************************************************
 DS2473  DESIGNATION -  C 363
 DS2473  PID         -  DS2473
 DS2473  STATE/COUNTY-  AR/COLUMBIA
 DS2473  COUNTRY     -  US
 DS2473  USGS QUAD   -  MAGNOLIA (2017)
 DS2473
 DS2473                         *CURRENT SURVEY CONTROL
 DS2473  ______________________________________________________________________
 DS2473* NAD 83(1986) POSITION- 33 19 27.9    (N) 093 13 17.1    (W)   HD_HELD2
 DS2473* NAVD 88 ORTHO HEIGHT -    97.152 (meters)      318.74  (feet) ADJUSTED
 DS2473  ______________________________________________________________________
 DS2473  GEOID HEIGHT    -        -26.463 (meters)                     GEOID18
 DS2473  DYNAMIC HEIGHT  -         97.048 (meters)      318.40  (feet) COMP
 DS2473  MODELED GRAVITY -    979,566.5   (mgal)                       NAVD 88
 DS2473
 DS2473  VERT ORDER      -  SECOND    CLASS I
 DS2473
 DS2473.The horizontal coordinates were established by autonomous hand held GPS
 DS2473.observations and have an estimated accuracy of +/- 10 meters.
 DS2473
 DS2473.The orthometric height was determined by differential leveling and
 DS2473.adjusted by the NATIONAL GEODETIC SURVEY
 DS2473.in October 2024.
 DS2473
 DS2473.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS2473.GEOID18 height accuracy estimate available here.
 DS2473
 DS2473.Click photographs - Photos may exist for this station.
 DS2473
 DS2473.The dynamic height is computed by dividing the NAVD 88
 DS2473.geopotential number by the normal gravity value computed on the
 DS2473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS2473.degrees latitude (g = 980.6199 gals.).
 DS2473
 DS2473.The modeled gravity was interpolated from observed gravity values.
 DS2473
 DS2473;                    North         East    Units  Estimated Accuracy
 DS2473;SPC AR S     -   473,632.      286,278.      MT  (+/- 10 meters HH2 GPS)
 DS2473
 DS2473_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS7939287274(NAD 83)
 DS2473
 DS2473                          SUPERSEDED SURVEY CONTROL
 DS2473
 DS2473.No superseded survey control is available for this station.
 DS2473
 DS2473_MARKER: DB = BENCH MARK DISK
 DS2473_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DS2473_SP_SET: HEADWALL
 DS2473_STAMPING: C 363 2024
 DS2473_MARK LOGO: ARHD
 DS2473_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS2473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS2473+STABILITY: SURFACE MOTION
 DS2473_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DS2473+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2024
 DS2473
 DS2473  HISTORY     - Date     Condition        Report By
 DS2473  HISTORY     - 20240903 MONUMENTED       ARHD
 DS2473
 DS2473                          STATION DESCRIPTION
 DS2473
 DS2473'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (JDH)
 DS2473'THE MARK IS LOCATED ABOUT 6.1 MI (9.8 KM) SOUTHEAST OF LAMARTINE, 4.7
 DS2473'MI (7.6 KM) EAST-SOUTHEAST OF WALDO AND 4.1 MI (6.6 KM)
 DS2473'NORTH-NORTHEAST OF MAGNOLIA.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DS2473'
 DS2473'TO REACH FROM THE INTERSECTION OF US HIGHWAY 82 AND STATE HIGHWAY 355,
 DS2473'HEAD NORTH ALONG MULERIDER TRAIL FOR 2.10 MI (3.38 KM) TO THE STATION
 DS2473'ON THE RIGHT, AN ALUMINUM CAP SET IN SOUTH END OF THE EAST HEADWALL.
 DS2473'
 DS2473'IT IS 128 FT (39.0 M) NORTHEAST OF POWER POLE AND 16 FT (4.9 M)
 DS2473'SOUTHEAST OF MULERIDER TRAIL CENTERLINE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DS3555 ***********************************************************************
 DS3555  DESIGNATION -  C 364
 DS3555  PID         -  DS3555
 DS3555  STATE/COUNTY-  AR/MILLER
 DS3555  COUNTRY     -  US
 DS3555  USGS QUAD   -  MANDEVILLE (2017)
 DS3555
 DS3555                         *CURRENT SURVEY CONTROL
 DS3555  ______________________________________________________________________
 DS3555* NAD 83(1986) POSITION- 33 23 02.6    (N) 093 58 43.5    (W)   HD_HELD2
 DS3555* NAVD 88 ORTHO HEIGHT -   105.284 (meters)      345.42  (feet) ADJUSTED
 DS3555  ______________________________________________________________________
 DS3555  GEOID HEIGHT    -        -26.858 (meters)                     GEOID18
 DS3555  DYNAMIC HEIGHT  -        105.171 (meters)      345.05  (feet) COMP
 DS3555  MODELED GRAVITY -    979,567.4   (mgal)                       NAVD 88
 DS3555
 DS3555  VERT ORDER      -  FIRST     CLASS II
 DS3555
 DS3555.The horizontal coordinates were established by autonomous hand held GPS
 DS3555.observations and have an estimated accuracy of +/- 10 meters.
 DS3555
 DS3555.The orthometric height was determined by differential leveling and
 DS3555.adjusted by the NATIONAL GEODETIC SURVEY
 DS3555.in January 2026.
 DS3555
 DS3555.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3555.GEOID18 height accuracy estimate available here.
 DS3555
 DS3555.Click photographs - Photos may exist for this station.
 DS3555
 DS3555.The dynamic height is computed by dividing the NAVD 88
 DS3555.geopotential number by the normal gravity value computed on the
 DS3555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS3555.degrees latitude (g = 980.6199 gals.).
 DS3555
 DS3555.The modeled gravity was interpolated from observed gravity values.
 DS3555
 DS3555;                    North         East    Units  Estimated Accuracy
 DS3555;SPC AR S     -   481,348.      215,899.      MT  (+/- 10 meters HH2 GPS)
 DS3555
 DS3555_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS0896594292(NAD 83)
 DS3555
 DS3555                          SUPERSEDED SURVEY CONTROL
 DS3555
 DS3555.No superseded survey control is available for this station.
 DS3555
 DS3555_MARKER: DB = BENCH MARK DISK
 DS3555_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DS3555_SP_SET: HEADWALL
 DS3555_STAMPING: C 364 2025
 DS3555_MARK LOGO: ARHD
 DS3555_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS3555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS3555+STABILITY: SURFACE MOTION
 DS3555_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DS3555+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2025
 DS3555
 DS3555  HISTORY     - Date     Condition        Report By
 DS3555  HISTORY     - 20250602 MONUMENTED       ARHD
 DS3555
 DS3555                          STATION DESCRIPTION
 DS3555
 DS3555'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2025 (JDH)
 DS3555'THE MARK IS LOCATED ABOUT 10.1 MI (16.3 KM) NORTH-NORTHWEST OF FOUKE,
 DS3555'6.8 MI (10.9 KM) SOUTH OF MANDEVILLE AND 5.2 MI (8.4 KM) SOUTHEAST OF
 DS3555'TEXARKANA.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DS3555'
 DS3555'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 237 AND US HIGHWAY 71,
 DS3555'HEAD NORTH ALONG HIGHWAY 237 FOR 1.06 MI (1.71 KM) TO THE STATION ON
 DS3555'THE RIGHT, AN ALUMINUM CAP SET IN THE CENTER OF THE EAST HEADWALL.
 DS3555'
 DS3555'IT IS 25 FT (7.6 M) EAST OF HIGHWAY 237 CENTERLINE AND 9 FT (2.7 M)
 DS3555'WEST OF A WEB FENCE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DS3773 ***********************************************************************
 DS3773  DESIGNATION -  C 365
 DS3773  PID         -  DS3773
 DS3773  STATE/COUNTY-  AR/MADISON
 DS3773  COUNTRY     -  US
 DS3773  USGS QUAD   -  FORUM (2017)
 DS3773
 DS3773                         *CURRENT SURVEY CONTROL
 DS3773  ______________________________________________________________________
 DS3773* NAD 83(1986) POSITION- 36 07 38.4    (N) 093 41 24.3    (W)   HD_HELD2
 DS3773* NAVD 88 ORTHO HEIGHT -   393.092 (meters)     1289.67  (feet) ADJUSTED
 DS3773  ______________________________________________________________________
 DS3773  GEOID HEIGHT    -        -28.021 (meters)                     GEOID18
 DS3773  DYNAMIC HEIGHT  -        392.734 (meters)     1288.49  (feet) COMP
 DS3773  MODELED GRAVITY -    979,710.1   (mgal)                       NAVD 88
 DS3773
 DS3773  VERT ORDER      -  SECOND    CLASS I
 DS3773
 DS3773.The horizontal coordinates were established by autonomous hand held GPS
 DS3773.observations and have an estimated accuracy of +/- 10 meters.
 DS3773
 DS3773.The orthometric height was determined by differential leveling and
 DS3773.adjusted by the NATIONAL GEODETIC SURVEY
 DS3773.in January 2026.
 DS3773
 DS3773.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3773.GEOID18 height accuracy estimate available here.
 DS3773
 DS3773.Click photographs - Photos may exist for this station.
 DS3773
 DS3773.The dynamic height is computed by dividing the NAVD 88
 DS3773.geopotential number by the normal gravity value computed on the
 DS3773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS3773.degrees latitude (g = 980.6199 gals.).
 DS3773
 DS3773.The modeled gravity was interpolated from observed gravity values.
 DS3773
 DS3773;                    North         East    Units  Estimated Accuracy
 DS3773;SPC AR N     -   200,340.      247,872.      MT  (+/- 10 meters HH2 GPS)
 DS3773
 DS3773_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV3790498292(NAD 83)
 DS3773
 DS3773                          SUPERSEDED SURVEY CONTROL
 DS3773
 DS3773.No superseded survey control is available for this station.
 DS3773
 DS3773_MARKER: DB = BENCH MARK DISK
 DS3773_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DS3773_STAMPING: C 365 2025
 DS3773_MARK LOGO: ARHD
 DS3773_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DS3773_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3773_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3773+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2025
 DS3773
 DS3773  HISTORY     - Date     Condition        Report By
 DS3773  HISTORY     - 20250819 MONUMENTED       ARHD
 DS3773
 DS3773                          STATION DESCRIPTION
 DS3773
 DS3773'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2025 (JDH)
 DS3773'THE MARK IS LOCATED ABOUT 5.8 MI (9.3 KM) WEST OF MARBLE, 4.0 MI (6.4
 DS3773'KM) NORTHEAST OF HUNTSVILLE AND 4.0 MI (6.4 KM) SOUTH-SOUTHEAST OF
 DS3773'FORUM.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DS3773'
 DS3773'TO REACH FROM THE INTERSECTION OF US HIGHWAY 412 AND STATE HIGHWAY 23,
 DS3773'HEAD EAST ALONG HIGHWAY 412 FOR 3.11 MI (5.00 KM) TO THE STATION ON
 DS3773'THE LEFT, AN ALUMINUM CAP SET IN A 1'X1' ROCK.
 DS3773'
 DS3773'IT IS 54 FT (16.5 M) NORTHEAST OF THE NORTHEAST CORNER OF A 1-STORY
 DS3773'WOOD AND ROCK FRAME HOUSE, 51 FT (15.5 M) WEST OF HIGHWAY 412
 DS3773'CENTERLINE AND 8 FT (2.4 M) EAST OF A BARB WIRE FENCE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0118 ***********************************************************************
 GF0118  DESIGNATION -  C 37
 GF0118  PID         -  GF0118
 GF0118  STATE/COUNTY-  AR/BOONE
 GF0118  COUNTRY     -  US
 GF0118  USGS QUAD   -  ZINC (2017)
 GF0118
 GF0118                         *CURRENT SURVEY CONTROL
 GF0118  ______________________________________________________________________
 GF0118* NAD 83(1986) POSITION- 36 19 21.     (N) 092 56 57.     (W)   SCALED
 GF0118* NAVD 88 ORTHO HEIGHT -   312.217 (meters)     1024.33  (feet) ADJUSTED
 GF0118  ______________________________________________________________________
 GF0118  GEOID HEIGHT    -        -28.365 (meters)                     GEOID18
 GF0118  DYNAMIC HEIGHT  -        311.941 (meters)     1023.43  (feet) COMP
 GF0118  MODELED GRAVITY -    979,741.7   (mgal)                       NAVD 88
 GF0118
 GF0118  VERT ORDER      -  SECOND    CLASS 0
 GF0118
 GF0118.The horizontal coordinates were scaled from a map and have
 GF0118.an estimated accuracy of +/- 6 seconds.
 GF0118
 GF0118.The orthometric height was determined by differential leveling and
 GF0118.adjusted by the NATIONAL GEODETIC SURVEY
 GF0118.in June 1991.
 GF0118
 GF0118.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0118.GEOID18 height accuracy estimate available here.
 GF0118
 GF0118.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA045197(NAD 83)
 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
 GF0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0118.See file dsdata.pdf to determine how the superseded data were derived.
 GF0118
 GF0118_MARKER: DB = BENCH MARK DISK
 GF0118_SETTING: 66 = SET IN ROCK OUTCROP
 GF0118_STAMPING: C 37 1934
 GF0118_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EK0036 ***********************************************************************
 EK0036  DESIGNATION -  C 372
 EK0036  PID         -  EK0036
 EK0036  STATE/COUNTY-  AR/POLK
 EK0036  COUNTRY     -  US
 EK0036  USGS QUAD   -  RICH MOUNTAIN (2017)
 EK0036
 EK0036                         *CURRENT SURVEY CONTROL
 EK0036  ______________________________________________________________________
 EK0036* NAD 83(1986) POSITION- 34 39 55.     (N) 094 15 58.     (W)   SCALED
 EK0036* NAVD 88 ORTHO HEIGHT -   405.687 (meters)     1330.99  (feet) ADJUSTED
 EK0036  ______________________________________________________________________
 EK0036  GEOID HEIGHT    -        -30.460 (meters)                     GEOID18
 EK0036  DYNAMIC HEIGHT  -        405.243 (meters)     1329.53  (feet) COMP
 EK0036  MODELED GRAVITY -    979,530.8   (mgal)                       NAVD 88
 EK0036
 EK0036  VERT ORDER      -  SECOND    CLASS 0
 EK0036
 EK0036.The horizontal coordinates were scaled from a map and have
 EK0036.an estimated accuracy of +/- 6 seconds.
 EK0036
 EK0036.The orthometric height was determined by differential leveling and
 EK0036.adjusted by the NATIONAL GEODETIC SURVEY
 EK0036.in June 1991.
 EK0036
 EK0036.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0036.GEOID18 height accuracy estimate available here.
 EK0036
 EK0036.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU839366(NAD 83)
 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
 EK0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0036.See file dsdata.pdf to determine how the superseded data were derived.
 EK0036
 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             CGS
 EK0036  HISTORY     - 1961     MARK NOT FOUND   CGS
 EK0036
 EK0036                          STATION DESCRIPTION
 EK0036
 EK0036'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1961
 EK0036'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EK0035 ***********************************************************************
 EK0035  DESIGNATION -  C 373
 EK0035  PID         -  EK0035
 EK0035  STATE/COUNTY-  AR/POLK
 EK0035  COUNTRY     -  US
 EK0035  USGS QUAD   -  RICH MOUNTAIN (2017)
 EK0035
 EK0035                         *CURRENT SURVEY CONTROL
 EK0035  ______________________________________________________________________
 EK0035* NAD 83(1986) POSITION- 34 39 36.     (N) 094 15 03.     (W)   SCALED
 EK0035* NAVD 88 ORTHO HEIGHT -   382.396 (meters)     1254.58  (feet) ADJUSTED
 EK0035  ______________________________________________________________________
 EK0035  GEOID HEIGHT    -        -30.418 (meters)                     GEOID18
 EK0035  DYNAMIC HEIGHT  -        381.979 (meters)     1253.21  (feet) COMP
 EK0035  MODELED GRAVITY -    979,534.5   (mgal)                       NAVD 88
 EK0035
 EK0035  VERT ORDER      -  SECOND    CLASS 0
 EK0035
 EK0035.The horizontal coordinates were scaled from a map and have
 EK0035.an estimated accuracy of +/- 6 seconds.
 EK0035
 EK0035.The orthometric height was determined by differential leveling and
 EK0035.adjusted by the NATIONAL GEODETIC SURVEY
 EK0035.in June 1991.
 EK0035
 EK0035.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0035.GEOID18 height accuracy estimate available here.
 EK0035
 EK0035.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU853360(NAD 83)
 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
 EK0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0035.See file dsdata.pdf to determine how the superseded data were derived.
 EK0035
 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             CGS
 EK0035  HISTORY     - 1961     MARK NOT FOUND   CGS
 EK0035
 EK0035                          STATION DESCRIPTION
 EK0035
 EK0035'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1961
 EK0035'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF1025 ***********************************************************************
 GF1025  DESIGNATION -  C 38 RESET
 GF1025  PID         -  GF1025
 GF1025  STATE/COUNTY-  AR/BAXTER
 GF1025  COUNTRY     -  US
 GF1025  USGS QUAD   -  MOUNTAIN HOME EAST (2017)
 GF1025
 GF1025                         *CURRENT SURVEY CONTROL
 GF1025  ______________________________________________________________________
 GF1025* NAD 83(1986) POSITION- 36 21 00.18   (N) 092 22 11.37   (W)   HD_HELD1
 GF1025* NAVD 88 ORTHO HEIGHT -   252.90  (meters)      829.7   (feet) RESET
 GF1025  ______________________________________________________________________
 GF1025  GEOID HEIGHT    -        -28.402 (meters)                     GEOID18
 GF1025  VERT ORDER      -  THIRD
 GF1025
 GF1025.The horizontal coordinates were determined by differentially corrected
 GF1025.hand held GPS observations or other comparable positioning techniques
 GF1025.and have an estimated accuracy of +/- 3 meters.
 GF1025
 GF1025.The orthometric height was computed from unverified reset data.
 GF1025
 GF1025.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF1025.GEOID18 height accuracy estimate available here.
 GF1025
 GF1025.Click photographs - Photos may exist for this station.
 GF1025
 GF1025;                    North         East    Units  Estimated Accuracy
 GF1025;SPC AR N     -   223,809.9     366,802.4     MT  (+/- 3 meters HH1 GPS) 
 GF1025
 GF1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA5654422959(NAD 83)
 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
 GF1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF1025.See file dsdata.pdf to determine how the superseded data were derived.
 GF1025
 GF1025_MARKER: DV = VERTICAL CONTROL DISK
 GF1025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 DEPARTMENT OF TRANSPORTATION 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 = MARCH 20, 2026 22:17:28 EDT
 GF0050 ***********************************************************************
 GF0050  DESIGNATION -  C 39
 GF0050  PID         -  GF0050
 GF0050  STATE/COUNTY-  AR/BAXTER
 GF0050  COUNTRY     -  US
 GF0050  USGS QUAD   -  NORFORK (2017)
 GF0050
 GF0050                         *CURRENT SURVEY CONTROL
 GF0050  ______________________________________________________________________
 GF0050* NAD 83(1986) POSITION- 36 12 44.17   (N) 092 21 34.46   (W)   HD_HELD1
 GF0050* NAVD 88 ORTHO HEIGHT -   125.400 (meters)      411.42  (feet) ADJUSTED
 GF0050  ______________________________________________________________________
 GF0050  GEOID HEIGHT    -        -28.351 (meters)                     GEOID18
 GF0050  DYNAMIC HEIGHT  -        125.293 (meters)      411.07  (feet) COMP
 GF0050  MODELED GRAVITY -    979,777.7   (mgal)                       NAVD 88
 GF0050
 GF0050  VERT ORDER      -  SECOND    CLASS 0
 GF0050
 GF0050.The horizontal coordinates were determined by differentially corrected
 GF0050.hand held GPS observations or other comparable positioning techniques
 GF0050.and have an estimated accuracy of +/- 3 meters.
 GF0050
 GF0050.The orthometric height was determined by differential leveling and
 GF0050.adjusted by the NATIONAL GEODETIC SURVEY
 GF0050.in June 1991.
 GF0050
 GF0050.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0050.GEOID18 height accuracy estimate available here.
 GF0050
 GF0050.Click photographs - Photos may exist for this station.
 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     -   208,517.7     367,667.0     MT  (+/- 3 meters HH1 GPS) 
 GF0050
 GF0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA5756507682(NAD 83)
 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
 GF0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0050.See file dsdata.pdf to determine how the superseded data were derived.
 GF0050
 GF0050_MARKER: DB = BENCH MARK DISK
 GF0050_SETTING: 66 = SET IN ROCK OUTCROP
 GF0050_STAMPING: C 39 1934
 GF0050_MARK LOGO: CGS
 GF0050_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GF0050+STABILITY: POSITION/ELEVATION WELL
 GF0050_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0050+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2015
 GF0050
 GF0050  HISTORY     - Date     Condition        Report By
 GF0050  HISTORY     - 1934     MONUMENTED       CGS
 GF0050  HISTORY     - 1965     GOOD             USGS
 GF0050  HISTORY     - 20070415 GOOD             ARHD
 GF0050  HISTORY     - 20100318 GOOD             MAPTEC
 GF0050  HISTORY     - 20141005 GOOD             CONSOL
 GF0050  HISTORY     - 20150319 GOOD             INDIV
 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.
 GF0050
 GF0050                          STATION RECOVERY (2007)
 GF0050
 GF0050'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2007 (VJB)
 GF0050'SOME OBSTRUCTION BUT CAN BE OCCUPIED WITH A FIXED HEIGHT POLE.
 GF0050
 GF0050                          STATION RECOVERY (2010)
 GF0050
 GF0050'RECOVERY NOTE BY MAPTECH INCORPORATED 2010 (JML)
 GF0050'RECOVERED IN GOOD CONDITION.
 GF0050
 GF0050                          STATION RECOVERY (2014)
 GF0050
 GF0050'RECOVERY NOTE BY CONSOLIDATED LAND SERVICE 2014 (DB)
 GF0050'RECOVERED IN GOOD CONDITION.
 GF0050
 GF0050                          STATION RECOVERY (2015)
 GF0050
 GF0050'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (TMM)
 GF0050'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GE0576 ***********************************************************************
 GE0576  DESIGNATION -  C 40
 GE0576  PID         -  GE0576
 GE0576  STATE/COUNTY-  AR/FULTON
 GE0576  COUNTRY     -  US
 GE0576  USGS QUAD   -  SALEM (2017)
 GE0576
 GE0576                         *CURRENT SURVEY CONTROL
 GE0576  ______________________________________________________________________
 GE0576* NAD 83(1986) POSITION- 36 20 13.     (N) 091 46 32.     (W)   SCALED
 GE0576* NAVD 88 ORTHO HEIGHT -   188.872 (meters)      619.66  (feet) ADJUSTED
 GE0576  ______________________________________________________________________
 GE0576  GEOID HEIGHT    -        -28.285 (meters)                     GEOID18
 GE0576  DYNAMIC HEIGHT  -        188.712 (meters)      619.13  (feet) COMP
 GE0576  MODELED GRAVITY -    979,782.7   (mgal)                       NAVD 88
 GE0576
 GE0576  VERT ORDER      -  SECOND    CLASS 0
 GE0576
 GE0576.The horizontal coordinates were scaled from a map and have
 GE0576.an estimated accuracy of +/- 6 seconds.
 GE0576
 GE0576.The orthometric height was determined by differential leveling and
 GE0576.adjusted by the NATIONAL GEODETIC SURVEY
 GE0576.in June 1991.
 GE0576
 GE0576.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0576.GEOID18 height accuracy estimate available here.
 GE0576
 GE0576.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA098220(NAD 83)
 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
 GE0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0576.See file dsdata.pdf to determine how the superseded data were derived.
 GE0576
 GE0576_MARKER: DB = BENCH MARK DISK
 GE0576_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GE0576_SP_SET: CULVERT HEADWALL
 GE0576_STAMPING: C 40 1934
 GE0576_MARK LOGO: CGS
 GE0576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0576+STABILITY: SURFACE MOTION
 GE0576
 GE0576  HISTORY     - Date     Condition        Report By
 GE0576  HISTORY     - 1934     MONUMENTED       CGS
 GE0576  HISTORY     - 1955     GOOD             CGS
 GE0576  HISTORY     - 20131022 MARK NOT FOUND   USACEL
 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 COAST AND GEODETIC SURVEY 1955
 GE0576'RECOVERED IN GOOD CONDITION.
 GE0576
 GE0576                          STATION RECOVERY (2013)
 GE0576
 GE0576'RECOVERY NOTE BY USACE LITTLE ROCK 2013 (SCC)
 GE0576'A CULVERT HEAD WALL WAS FOUND NEAR THIS LOCATION.  THE ROAD HAS BEEN
 GE0576'WIDENED TO 3 LANES.  THERE IS AN ARKANSAS HIGHWAY DEPARTMENT BRASS CAP
 GE0576'IN THE SOUTH END OF THE WEST HEAD WALL.  IT IS NOT STAMPED.  THIS CAP
 GE0576'IS LOCATED 10 TO 12 FEET WEST OF THE EDGE OF PAVEMENT.  THE ORIGINAL
 GE0576'DESCRIPTION INDICATED THAT THE MONUMENT IS 15 FEET WEST OF THE
 GE0576'CENTERLINE.  THIS LEADS ME TO BELIEVE THAT THE MONUMENT HAS BEEN
 GE0576'DESTROYED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1538 ***********************************************************************
 FF1538  DESIGNATION -  C 42
 FF1538  PID         -  FF1538
 FF1538  STATE/COUNTY-  AR/CLEBURNE
 FF1538  COUNTRY     -  US
 FF1538  USGS QUAD   -  GREERS FERRY DAM (2017)
 FF1538
 FF1538                         *CURRENT SURVEY CONTROL
 FF1538  ______________________________________________________________________
 FF1538* NAD 83(1986) POSITION- 35 31 41.     (N) 091 58 02.     (W)   SCALED
 FF1538* NAVD 88 ORTHO HEIGHT -   186.658 (meters)      612.39  (feet) ADJUSTED
 FF1538  ______________________________________________________________________
 FF1538  GEOID HEIGHT    -        -27.440 (meters)                     GEOID18
 FF1538  DYNAMIC HEIGHT  -        186.490 (meters)      611.84  (feet) COMP
 FF1538  MODELED GRAVITY -    979,732.4   (mgal)                       NAVD 88
 FF1538
 FF1538  VERT ORDER      -  SECOND    CLASS 0
 FF1538
 FF1538.The horizontal coordinates were scaled from a map and have
 FF1538.an estimated accuracy of +/- 6 seconds.
 FF1538
 FF1538.The orthometric height was determined by differential leveling and
 FF1538.adjusted by the NATIONAL GEODETIC SURVEY
 FF1538.in June 1991.
 FF1538
 FF1538.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1538.GEOID18 height accuracy estimate available here.
 FF1538
 FF1538.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV936320(NAD 83)
 FF1538
 FF1538                          SUPERSEDED SURVEY CONTROL
 FF1538
 FF1538  NGVD 29 (11/26/84)  186.586  (m)          612.16   (f) ADJUSTED    2 0
 FF1538
 FF1538.Superseded values are not recommended for survey control.
 FF1538
 FF1538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1538.See file dsdata.pdf to determine how the superseded data were derived.
 FF1538
 FF1538_MARKER: DB = BENCH MARK DISK
 FF1538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1538_STAMPING: C 42 1935
 FF1538_MARK LOGO: CGS
 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  HISTORY     - 20111109 MARK NOT FOUND   ARHD
 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.
 FF1538
 FF1538                          STATION RECOVERY (2011)
 FF1538
 FF1538'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (KWS)
 FF1538'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1578 ***********************************************************************
 FF1578  DESIGNATION -  C 43
 FF1578  PID         -  FF1578
 FF1578  STATE/COUNTY-  AR/IZARD
 FF1578  COUNTRY     -  US
 FF1578  USGS QUAD   -  GUION (2017)
 FF1578
 FF1578                         *CURRENT SURVEY CONTROL
 FF1578  ______________________________________________________________________
 FF1578* NAD 83(1986) POSITION- 35 53 30.2    (N) 091 54 16.7    (W)   HD_HELD2
 FF1578* NAVD 88 ORTHO HEIGHT -    95.142 (meters)      312.15  (feet) ADJUSTED
 FF1578  ______________________________________________________________________
 FF1578  GEOID HEIGHT    -        -27.701 (meters)                     GEOID18
 FF1578  DYNAMIC HEIGHT  -         95.060 (meters)      311.88  (feet) COMP
 FF1578  MODELED GRAVITY -    979,767.1   (mgal)                       NAVD 88
 FF1578
 FF1578  VERT ORDER      -  SECOND    CLASS I
 FF1578
 FF1578.The horizontal coordinates were established by autonomous hand held GPS
 FF1578.observations and have an estimated accuracy of +/- 10 meters.
 FF1578
 FF1578.The orthometric height was determined by differential leveling and
 FF1578.adjusted by the NATIONAL GEODETIC SURVEY
 FF1578.in June 1991.
 FF1578
 FF1578.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1578.GEOID18 height accuracy estimate available here.
 FF1578
 FF1578.Click photographs - Photos may exist for this station.
 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     -   172,896.      408,609.      MT  (+/- 10 meters HH2 GPS)
 FF1578
 FF1578_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV9885872493(NAD 83)
 FF1578
 FF1578                          SUPERSEDED SURVEY CONTROL
 FF1578
 FF1578  NGVD 29 (11/26/84)   95.052  (m)          311.85   (f) ADJUSTED    2 0
 FF1578
 FF1578.Superseded values are not recommended for survey control.
 FF1578
 FF1578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1578.See file dsdata.pdf to determine how the superseded data were derived.
 FF1578
 FF1578_MARKER: DB = BENCH MARK DISK
 FF1578_SETTING: 66 = SET IN ROCK OUTCROP
 FF1578_STAMPING: C 43 1934
 FF1578_MARK LOGO: CGS
 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 - June 06, 2024
 FF1578
 FF1578  HISTORY     - Date     Condition        Report By
 FF1578  HISTORY     - 1934     MONUMENTED       CGS
 FF1578  HISTORY     - 20060418 GOOD             ARHD
 FF1578  HISTORY     - 20150420 GOOD             ARHD
 FF1578  HISTORY     - 20240606 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 DEPARTMENT OF TRANSPORTATION 2006 (VJB)
 FF1578'RECOVERED IN GOOD CONDITION.
 FF1578
 FF1578                          STATION RECOVERY (2015)
 FF1578
 FF1578'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 FF1578'RECOVERED IN GOOD CONDITION.
 FF1578
 FF1578                          STATION RECOVERY (2024)
 FF1578
 FF1578'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (JH)
 FF1578'IT IS 43 FT (13.1 M) SOUTHEAST OF 5 FT (1.5 M) POST AND A WITNESS POST
 FF1578'1 FT (0.3 M) ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0932 ***********************************************************************
 FF0932  DESIGNATION -  C 44
 FF0932  PID         -  FF0932
 FF0932  STATE/COUNTY-  AR/INDEPENDENCE
 FF0932  COUNTRY     -  US
 FF0932  USGS QUAD   -  CORD (2017)
 FF0932
 FF0932                         *CURRENT SURVEY CONTROL
 FF0932  ______________________________________________________________________
 FF0932* NAD 83(1986) POSITION- 35 50 32.     (N) 091 19 37.     (W)   SCALED
 FF0932* NAVD 88 ORTHO HEIGHT -   117.573 (meters)      385.74  (feet) ADJUSTED
 FF0932  ______________________________________________________________________
 FF0932  GEOID HEIGHT    -        -27.886 (meters)                     GEOID18
 FF0932  DYNAMIC HEIGHT  -        117.472 (meters)      385.41  (feet) COMP
 FF0932  MODELED GRAVITY -    979,772.6   (mgal)                       NAVD 88
 FF0932
 FF0932  VERT ORDER      -  SECOND    CLASS 0
 FF0932
 FF0932.The horizontal coordinates were scaled from a map and have
 FF0932.an estimated accuracy of +/- 6 seconds.
 FF0932
 FF0932.The orthometric height was determined by differential leveling and
 FF0932.adjusted by the NATIONAL GEODETIC SURVEY
 FF0932.in June 1991.
 FF0932
 FF0932.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0932.GEOID18 height accuracy estimate available here.
 FF0932
 FF0932.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV510677(NAD 83)
 FF0932
 FF0932                          SUPERSEDED SURVEY CONTROL
 FF0932
 FF0932  NGVD 29 (11/26/84)  117.489  (m)          385.46   (f) ADJUSTED    2 0
 FF0932
 FF0932.Superseded values are not recommended for survey control.
 FF0932
 FF0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0932.See file dsdata.pdf to determine how the superseded data were derived.
 FF0932
 FF0932_MARKER: DB = BENCH MARK DISK
 FF0932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0932_STAMPING: C 44 1935
 FF0932_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1292 ***********************************************************************
 FG1292  DESIGNATION -  C 45
 FG1292  PID         -  FG1292
 FG1292  STATE/COUNTY-  AR/FRANKLIN
 FG1292  COUNTRY     -  US
 FG1292  USGS QUAD   -  OZARK (2017)
 FG1292
 FG1292                         *CURRENT SURVEY CONTROL
 FG1292  ______________________________________________________________________
 FG1292* NAD 83(1986) POSITION- 35 24 47.     (N) 093 50 04.     (W)   SCALED
 FG1292* NAVD 88 ORTHO HEIGHT -   119.833 (meters)      393.15  (feet) ADJUSTED
 FG1292  ______________________________________________________________________
 FG1292  GEOID HEIGHT    -        -29.490 (meters)                     GEOID18
 FG1292  DYNAMIC HEIGHT  -        119.721 (meters)      392.78  (feet) COMP
 FG1292  MODELED GRAVITY -    979,700.6   (mgal)                       NAVD 88
 FG1292
 FG1292  VERT ORDER      -  SECOND    CLASS 0
 FG1292
 FG1292.The horizontal coordinates were scaled from a map and have
 FG1292.an estimated accuracy of +/- 6 seconds.
 FG1292
 FG1292.The orthometric height was determined by differential leveling and
 FG1292.adjusted by the NATIONAL GEODETIC SURVEY
 FG1292.in June 1991.
 FG1292
 FG1292.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1292.GEOID18 height accuracy estimate available here.
 FG1292
 FG1292.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV242191(NAD 83)
 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
 FG1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1292.See file dsdata.pdf to determine how the superseded data were derived.
 FG1292
 FG1292_MARKER: DB = BENCH MARK DISK
 FG1292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1292_STAMPING: C 45 1934
 FG1292_MARK LOGO: CGS
 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   CGS
 FG1292  HISTORY     - 1963     MARK NOT FOUND   USGS
 FG1292  HISTORY     - 20160307 MARK NOT FOUND   ARHD
 FG1292
 FG1292                          STATION DESCRIPTION
 FG1292
 FG1292'DESCRIBED BY COAST AND 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.
 FG1292
 FG1292                          STATION RECOVERY (2016)
 FG1292
 FG1292'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (WDA)
 FG1292'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1151 ***********************************************************************
 FG1151  DESIGNATION -  C 47
 FG1151  PID         -  FG1151
 FG1151  STATE/COUNTY-  AR/YELL
 FG1151  COUNTRY     -  US
 FG1151  USGS QUAD   -  DANVILLE MOUNTAIN (2017)
 FG1151
 FG1151                         *CURRENT SURVEY CONTROL
 FG1151  ______________________________________________________________________
 FG1151* NAD 83(1986) POSITION- 35 03 40.8    (N) 093 15 27.8    (W)   HD_HELD2
 FG1151* NAVD 88 ORTHO HEIGHT -   100.212 (meters)      328.78  (feet) ADJUSTED
 FG1151  ______________________________________________________________________
 FG1151  GEOID HEIGHT    -        -29.371 (meters)                     GEOID18
 FG1151  DYNAMIC HEIGHT  -        100.115 (meters)      328.46  (feet) COMP
 FG1151  MODELED GRAVITY -    979,664.7   (mgal)                       NAVD 88
 FG1151
 FG1151  VERT ORDER      -  SECOND    CLASS I
 FG1151
 FG1151.The horizontal coordinates were established by autonomous hand held GPS
 FG1151.observations and have an estimated accuracy of +/- 10 meters.
 FG1151
 FG1151.The orthometric height was determined by differential leveling and
 FG1151.adjusted by the NATIONAL GEODETIC SURVEY
 FG1151.in September 2023.
 FG1151
 FG1151.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1151.GEOID18 height accuracy estimate available here.
 FG1151
 FG1151.Click photographs - Photos may exist for this station.
 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     -    81,498.      285,276.      MT  (+/- 10 meters HH2 GPS)
 FG1151
 FG1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU7649979875(NAD 83)
 FG1151
 FG1151                          SUPERSEDED SURVEY CONTROL
 FG1151
 FG1151  NAVD 88 (09/18/23)  100.169  (m)          328.64   (f) SUPERSEDED  2 1
 FG1151  NAVD 88 (06/15/91)  100.193  (m)          328.72   (f) SUPERSEDED  2 0
 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
 FG1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1151.See file dsdata.pdf to determine how the superseded data were derived.
 FG1151
 FG1151_MARKER: DB = BENCH MARK DISK
 FG1151_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG1151_STAMPING: C 47 1934
 FG1151_MARK LOGO: CGS
 FG1151_PROJECTION: FLUSH
 FG1151_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG1151_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG1151+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2023
 FG1151
 FG1151  HISTORY     - Date     Condition        Report By
 FG1151  HISTORY     - 1934     MONUMENTED       CGS
 FG1151  HISTORY     - 1971     GOOD             USGS
 FG1151  HISTORY     - 20121221 GOOD             ARHD
 FG1151  HISTORY     - 20221221 GOOD             ARHD
 FG1151  HISTORY     - 20230108 GOOD             ARHD
 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.
 FG1151
 FG1151                          STATION RECOVERY (2012)
 FG1151
 FG1151'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (JDH)
 FG1151'RECOVERED IN GOOD CONDITION.
 FG1151'
 FG1151'NOTE-NOT LEVELED TO.
 FG1151
 FG1151                          STATION RECOVERY (2022)
 FG1151
 FG1151'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2022 (JH)
 FG1151'RECOVERED IN GOOD CONDITION.
 FG1151
 FG1151                          STATION RECOVERY (2023)
 FG1151
 FG1151'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2023 (JDH)
 FG1151'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0974 ***********************************************************************
 FG0974  DESIGNATION -  C 48
 FG0974  PID         -  FG0974
 FG0974  STATE/COUNTY-  AR/NEWTON
 FG0974  COUNTRY     -  US
 FG0974  USGS QUAD   -  LURTON (2017)
 FG0974
 FG0974                         *CURRENT SURVEY CONTROL
 FG0974  ______________________________________________________________________
 FG0974* NAD 83(1986) POSITION- 35 46 50.     (N) 093 06 14.     (W)   SCALED
 FG0974* NAVD 88 ORTHO HEIGHT -   623.797 (meters)     2046.57  (feet) ADJUSTED
 FG0974  ______________________________________________________________________
 FG0974  GEOID HEIGHT    -        -28.081 (meters)                     GEOID18
 FG0974  DYNAMIC HEIGHT  -        623.186 (meters)     2044.57  (feet) COMP
 FG0974  MODELED GRAVITY -    979,633.1   (mgal)                       NAVD 88
 FG0974
 FG0974  VERT ORDER      -  SECOND    CLASS 0
 FG0974
 FG0974.The horizontal coordinates were scaled from a map and have
 FG0974.an estimated accuracy of +/- 6 seconds.
 FG0974
 FG0974.The orthometric height was determined by differential leveling and
 FG0974.adjusted by the NATIONAL GEODETIC SURVEY
 FG0974.in June 1991.
 FG0974
 FG0974.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0974.GEOID18 height accuracy estimate available here.
 FG0974
 FG0974.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV906596(NAD 83)
 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
 FG0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0974.See file dsdata.pdf to determine how the superseded data were derived.
 FG0974
 FG0974_MARKER: DB = BENCH MARK DISK
 FG0974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0974_STAMPING: C 48 1934
 FG0974_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0343 ***********************************************************************
 FG0343  DESIGNATION -  C 49
 FG0343  PID         -  FG0343
 FG0343  STATE/COUNTY-  AR/CONWAY
 FG0343  COUNTRY     -  US
 FG0343  USGS QUAD   -  SOLGOHACHIA (2017)
 FG0343
 FG0343                         *CURRENT SURVEY CONTROL
 FG0343  ______________________________________________________________________
 FG0343* NAD 83(1986) POSITION- 35 22 06.     (N) 092 42 46.     (W)   SCALED
 FG0343* NAVD 88 ORTHO HEIGHT -   204.539 (meters)      671.06  (feet) ADJUSTED
 FG0343  ______________________________________________________________________
 FG0343  GEOID HEIGHT    -        -28.450 (meters)                     GEOID18
 FG0343  DYNAMIC HEIGHT  -        204.348 (meters)      670.43  (feet) COMP
 FG0343  MODELED GRAVITY -    979,692.2   (mgal)                       NAVD 88
 FG0343
 FG0343  VERT ORDER      -  SECOND    CLASS 0
 FG0343
 FG0343.The horizontal coordinates were scaled from a map and have
 FG0343.an estimated accuracy of +/- 6 seconds.
 FG0343
 FG0343.The orthometric height was determined by differential leveling and
 FG0343.adjusted by the NATIONAL GEODETIC SURVEY
 FG0343.in June 1991.
 FG0343
 FG0343.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0343.GEOID18 height accuracy estimate available here.
 FG0343
 FG0343.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV260139(NAD 83)
 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
 FG0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0343.See file dsdata.pdf to determine how the superseded data were derived.
 FG0343
 FG0343_MARKER: DB = BENCH MARK DISK
 FG0343_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0343_STAMPING: C 49 1934
 FG0343_MARK LOGO: CGS
 FG0343_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0154 ***********************************************************************
 FF0154  DESIGNATION -  C 5
 FF0154  PID         -  FF0154
 FF0154  STATE/COUNTY-  AR/CRITTENDEN
 FF0154  COUNTRY     -  US
 FF0154  USGS QUAD   -  WEST MEMPHIS (2017)
 FF0154
 FF0154                         *CURRENT SURVEY CONTROL
 FF0154  ______________________________________________________________________
 FF0154* NAD 83(1986) POSITION- 35 12 51.90   (N) 090 11 48.72   (W)   HD_HELD1
 FF0154* NAVD 88 ORTHO HEIGHT -    68.598 (meters)      225.06  (feet) ADJUSTED
 FF0154  ______________________________________________________________________
 FF0154  GEOID HEIGHT    -        -27.330 (meters)                     GEOID18
 FF0154  DYNAMIC HEIGHT  -         68.537 (meters)      224.86  (feet) COMP
 FF0154  MODELED GRAVITY -    979,738.7   (mgal)                       NAVD 88
 FF0154
 FF0154  VERT ORDER      -  SECOND    CLASS I
 FF0154
 FF0154.The horizontal coordinates were determined by differentially corrected
 FF0154.hand held GPS observations or other comparable positioning techniques
 FF0154.and have an estimated accuracy of +/- 3 meters.
 FF0154
 FF0154.The orthometric height was determined by differential leveling and
 FF0154.adjusted by the NATIONAL GEODETIC SURVEY
 FF0154.in January 2022.
 FF0154
 FF0154.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0154.GEOID18 height accuracy estimate available here.
 FF0154
 FF0154.Click photographs - Photos may exist for this station.
 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     -    99,251.8     564,157.9     MT  (+/- 3 meters HH1 GPS) 
 FF0154
 FF0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV5515500422(NAD 83)
 FF0154
 FF0154                          SUPERSEDED SURVEY CONTROL
 FF0154
 FF0154  NAVD 88 (06/15/91)   68.605  (m)          225.08   (f) SUPERSEDED  1 2
 FF0154  NGVD 29 (10/05/93)   68.606  (m)          225.08   (f) ADJUSTED    1 2
 FF0154  NGVD 29 (??/??/87)   68.568  (m)          224.96   (f) SUPERSEDED  1 2
 FF0154
 FF0154.Superseded values are not recommended for survey control.
 FF0154
 FF0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0154.See file dsdata.pdf to determine how the superseded data were derived.
 FF0154
 FF0154_MARKER: DB = BENCH MARK DISK
 FF0154_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FF0154_SP_SET: BOX CULVERT 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 - June 15, 2021
 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  HISTORY     - 20130118 GOOD             INDIV
 FF0154  HISTORY     - 20210615 GOOD             ARHD
 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.
 FF0154
 FF0154                          STATION RECOVERY (2013)
 FF0154
 FF0154'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JLH)
 FF0154'RECOVERED IN GOOD CONDITION.
 FF0154
 FF0154                          STATION RECOVERY (2021)
 FF0154
 FF0154'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2021 (JDH)
 FF0154'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FH0056 ***********************************************************************
 FH0056  DESIGNATION -  C 50
 FH0056  PID         -  FH0056
 FH0056  STATE/COUNTY-  AR/WASHINGTON
 FH0056  COUNTRY     -  US
 FH0056  USGS QUAD   -  LINCOLN (2017)
 FH0056
 FH0056                         *CURRENT SURVEY CONTROL
 FH0056  ______________________________________________________________________
 FH0056* NAD 83(1986) POSITION- 35 58 36.     (N) 094 27 34.     (W)   SCALED
 FH0056* NAVD 88 ORTHO HEIGHT -   399.563 (meters)     1310.90  (feet) ADJUSTED
 FH0056  ______________________________________________________________________
 FH0056  GEOID HEIGHT    -        -28.381 (meters)                     GEOID18
 FH0056  DYNAMIC HEIGHT  -        399.197 (meters)     1309.70  (feet) COMP
 FH0056  MODELED GRAVITY -    979,703.3   (mgal)                       NAVD 88
 FH0056
 FH0056  VERT ORDER      -  SECOND    CLASS 0
 FH0056
 FH0056.The horizontal coordinates were scaled from a map and have
 FH0056.an estimated accuracy of +/- 6 seconds.
 FH0056
 FH0056.The orthometric height was determined by differential leveling and
 FH0056.adjusted by the NATIONAL GEODETIC SURVEY
 FH0056.in June 1991.
 FH0056
 FH0056.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0056.GEOID18 height accuracy estimate available here.
 FH0056
 FH0056.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV684823(NAD 83)
 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
 FH0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0056.See file dsdata.pdf to determine how the superseded data were derived.
 FH0056
 FH0056_MARKER: DB = BENCH MARK DISK
 FH0056_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FH0056_SP_SET: CULVERT HEADWALL
 FH0056_STAMPING: C 50 1934
 FH0056_MARK LOGO: CGS
 FH0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0056+STABILITY: SURFACE MOTION
 FH0056
 FH0056  HISTORY     - Date     Condition        Report By
 FH0056  HISTORY     - 1934     MONUMENTED       CGS
 FH0056  HISTORY     - 1961     MARK NOT FOUND   CGS
 FH0056  HISTORY     - 1970     GOOD             USGS
 FH0056  HISTORY     - 20150211 MARK NOT FOUND   ARHD
 FH0056
 FH0056                          STATION DESCRIPTION
 FH0056
 FH0056'DESCRIBED BY COAST AND 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.
 FH0056
 FH0056                          STATION RECOVERY (2015)
 FH0056
 FH0056'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 FH0056'THE CAP IS GONE BUT YOU CAN SEE THE BROKEN OFF BRASS STEM IN THE
 FH0056'HEADWALL.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0496 ***********************************************************************
 GF0496  DESIGNATION -  C 52
 GF0496  PID         -  GF0496
 GF0496  STATE/COUNTY-  AR/CARROLL
 GF0496  COUNTRY     -  US
 GF0496  USGS QUAD   -  EUREKA SPRINGS (2017)
 GF0496
 GF0496                         *CURRENT SURVEY CONTROL
 GF0496  ______________________________________________________________________
 GF0496* NAD 83(1986) POSITION- 36 23 01.31   (N) 093 44 16.88   (W)   HD_HELD1
 GF0496* NAVD 88 ORTHO HEIGHT -   462.969 (meters)     1518.92  (feet) ADJUSTED
 GF0496  ______________________________________________________________________
 GF0496  GEOID HEIGHT    -        -28.225 (meters)                     GEOID18
 GF0496  DYNAMIC HEIGHT  -        462.558 (meters)     1517.58  (feet) COMP
 GF0496  MODELED GRAVITY -    979,729.9   (mgal)                       NAVD 88
 GF0496
 GF0496  VERT ORDER      -  SECOND    CLASS 0
 GF0496
 GF0496.The horizontal coordinates were determined by differentially corrected
 GF0496.hand held GPS observations or other comparable positioning techniques
 GF0496.and have an estimated accuracy of +/- 3 meters.
 GF0496
 GF0496.The orthometric height was determined by differential leveling and
 GF0496.adjusted by the NATIONAL GEODETIC SURVEY
 GF0496.in June 1991.
 GF0496
 GF0496.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0496.GEOID18 height accuracy estimate available here.
 GF0496
 GF0496.Click photographs - Photos may exist for this station.
 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     -   228,857.7     244,059.1     MT  (+/- 3 meters HH1 GPS) 
 GF0496
 GF0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA3380626760(NAD 83)
 GF0496
 GF0496                          SUPERSEDED SURVEY CONTROL
 GF0496
 GF0496  NGVD 29 (??/??/92)  462.826  (m)         1518.46   (f) ADJ UNCH    2 0
 GF0496
 GF0496.Superseded values are not recommended for survey control.
 GF0496
 GF0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0496.See file dsdata.pdf to determine how the superseded data were derived.
 GF0496
 GF0496_MARKER: DB = BENCH MARK DISK
 GF0496_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GF0496_STAMPING: C 52 1934
 GF0496_MARK LOGO: CGS
 GF0496_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1341 ***********************************************************************
 FG1341  DESIGNATION -  C 53
 FG1341  PID         -  FG1341
 FG1341  STATE/COUNTY-  AR/MADISON
 FG1341  COUNTRY     -  US
 FG1341  USGS QUAD   -  BOSTON (2017)
 FG1341
 FG1341                         *CURRENT SURVEY CONTROL
 FG1341  ______________________________________________________________________
 FG1341* NAD 83(1986) POSITION- 35 51 16.     (N) 093 32 39.     (W)   SCALED
 FG1341* NAVD 88 ORTHO HEIGHT -   633.434 (meters)     2078.19  (feet) ADJUSTED
 FG1341  ______________________________________________________________________
 FG1341  GEOID HEIGHT    -        -27.934 (meters)                     GEOID18
 FG1341  DYNAMIC HEIGHT  -        632.815 (meters)     2076.16  (feet) COMP
 FG1341  MODELED GRAVITY -    979,635.2   (mgal)                       NAVD 88
 FG1341
 FG1341  VERT ORDER      -  SECOND    CLASS 0
 FG1341
 FG1341.The horizontal coordinates were scaled from a map and have
 FG1341.an estimated accuracy of +/- 6 seconds.
 FG1341
 FG1341.The orthometric height was determined by differential leveling and
 FG1341.adjusted by the NATIONAL GEODETIC SURVEY
 FG1341.in June 1991.
 FG1341
 FG1341.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1341.GEOID18 height accuracy estimate available here.
 FG1341
 FG1341.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV508679(NAD 83)
 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
 FG1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1341.See file dsdata.pdf to determine how the superseded data were derived.
 FG1341
 FG1341_MARKER: DB = BENCH MARK DISK
 FG1341_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG1341_STAMPING: C 53 1934
 FG1341_MARK LOGO: CGS
 FG1341_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG1341
 FG1341  HISTORY     - Date     Condition        Report By
 FG1341  HISTORY     - 1934     MONUMENTED       CGS
 FG1341  HISTORY     - 1935     GOOD             CGS
 FG1341
 FG1341                          STATION DESCRIPTION
 FG1341
 FG1341'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG1342 ***********************************************************************
 FG1342  DESIGNATION -  C 53 RESET
 FG1342  PID         -  FG1342
 FG1342  STATE/COUNTY-  AR/MADISON
 FG1342  COUNTRY     -  US
 FG1342  USGS QUAD   -  BOSTON (2017)
 FG1342
 FG1342                         *CURRENT SURVEY CONTROL
 FG1342  ______________________________________________________________________
 FG1342* NAD 83(1986) POSITION- 35 51 17.     (N) 093 32 39.     (W)   SCALED
 FG1342* NAVD 88 ORTHO HEIGHT -   633.90  (meters)     2079.7   (feet) RESET
 FG1342  ______________________________________________________________________
 FG1342  GEOID HEIGHT    -        -27.933 (meters)                     GEOID18
 FG1342  VERT ORDER      -  THIRD
 FG1342
 FG1342.The horizontal coordinates were scaled from a map and have
 FG1342.an estimated accuracy of +/- 6 seconds.
 FG1342
 FG1342.The orthometric height was computed from unverified reset data.
 FG1342
 FG1342.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1342.GEOID18 height accuracy estimate available here.
 FG1342
 FG1342.Click photographs - Photos may exist for this station.
 FG1342
 FG1342;                    North         East    Units  Estimated Accuracy
 FG1342;SPC AR N     -   169,880.      260,530.      MT  (+/- 180 meters Scaled)
 FG1342
 FG1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV508679(NAD 83)
 FG1342
 FG1342                          SUPERSEDED SURVEY CONTROL
 FG1342
 FG1342.No superseded survey control is available for this station.
 FG1342
 FG1342_MARKER: DB = BENCH MARK DISK
 FG1342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1342_STAMPING: C 53 RESET 1963
 FG1342_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH0825 ***********************************************************************
 EH0825  DESIGNATION -  C 56
 EH0825  PID         -  EH0825
 EH0825  STATE/COUNTY-  AR/PHILLIPS
 EH0825  COUNTRY     -  US
 EH0825  USGS QUAD   -  LEXA (2017)
 EH0825
 EH0825                         *CURRENT SURVEY CONTROL
 EH0825  ______________________________________________________________________
 EH0825* NAD 83(1986) POSITION- 34 32 52.     (N) 090 51 09.     (W)   SCALED
 EH0825* NAVD 88 ORTHO HEIGHT -    58.737 (meters)      192.71  (feet) ADJUSTED
 EH0825  ______________________________________________________________________
 EH0825  GEOID HEIGHT    -        -26.961 (meters)                     GEOID18
 EH0825  DYNAMIC HEIGHT  -         58.681 (meters)      192.52  (feet) COMP
 EH0825  MODELED GRAVITY -    979,671.4   (mgal)                       NAVD 88
 EH0825
 EH0825  VERT ORDER      -  SECOND    CLASS 0
 EH0825
 EH0825.The horizontal coordinates were scaled from a map and have
 EH0825.an estimated accuracy of +/- 6 seconds.
 EH0825
 EH0825.The orthometric height was determined by differential leveling and
 EH0825.adjusted by the NATIONAL GEODETIC SURVEY
 EH0825.in June 1991.
 EH0825
 EH0825.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0825.GEOID18 height accuracy estimate available here.
 EH0825
 EH0825.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU970249(NAD 83)
 EH0825
 EH0825                          SUPERSEDED SURVEY CONTROL
 EH0825
 EH0825  NGVD 29 (11/26/84)   58.753  (m)          192.76   (f) ADJUSTED    2 0
 EH0825
 EH0825.Superseded values are not recommended for survey control.
 EH0825
 EH0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0825.See file dsdata.pdf to determine how the superseded data were derived.
 EH0825
 EH0825_MARKER: DB = BENCH MARK DISK
 EH0825_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EH0825_STAMPING: C 56 1935
 EH0825_MARK LOGO: CGS
 EH0825_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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'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 = MARCH 20, 2026 22:17:28 EDT
 EH1365 ***********************************************************************
 EH1365  DESIGNATION -  C 57
 EH1365  PID         -  EH1365
 EH1365  STATE/COUNTY-  AR/ARKANSAS
 EH1365  COUNTRY     -  US
 EH1365  USGS QUAD   -  ALMYRA (2017)
 EH1365
 EH1365                         *CURRENT SURVEY CONTROL
 EH1365  ______________________________________________________________________
 EH1365* NAD 83(1986) POSITION- 34 26 58.     (N) 091 28 43.     (W)   SCALED
 EH1365* NAVD 88 ORTHO HEIGHT -    62.959 (meters)      206.56  (feet) ADJUSTED
 EH1365  ______________________________________________________________________
 EH1365  GEOID HEIGHT    -        -26.541 (meters)                     GEOID18
 EH1365  DYNAMIC HEIGHT  -         62.898 (meters)      206.36  (feet) COMP
 EH1365  MODELED GRAVITY -    979,676.8   (mgal)                       NAVD 88
 EH1365
 EH1365  VERT ORDER      -  FIRST     CLASS II
 EH1365
 EH1365.The horizontal coordinates were scaled from a map and have
 EH1365.an estimated accuracy of +/- 6 seconds.
 EH1365
 EH1365.The orthometric height was determined by differential leveling and
 EH1365.adjusted by the NATIONAL GEODETIC SURVEY
 EH1365.in August 1993.
 EH1365
 EH1365.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1365.GEOID18 height accuracy estimate available here.
 EH1365
 EH1365.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU397130(NAD 83)
 EH1365
 EH1365                          SUPERSEDED SURVEY CONTROL
 EH1365
 EH1365  NAVD 88 (06/15/91)   63.000  (m)          206.69   (f) SUPERSEDED  1 2
 EH1365  NGVD 29 (11/26/84)   63.006  (m)          206.71   (f) ADJUSTED    1 2
 EH1365
 EH1365.Superseded values are not recommended for survey control.
 EH1365
 EH1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1365.See file dsdata.pdf to determine how the superseded data were derived.
 EH1365
 EH1365_MARKER: DB = BENCH MARK DISK
 EH1365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1365_STAMPING: C 57 1935
 EH1365_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FH0237 ***********************************************************************
 FH0237  DESIGNATION -  C 58
 FH0237  PID         -  FH0237
 FH0237  STATE/COUNTY-  AR/SEBASTIAN
 FH0237  COUNTRY     -  US
 FH0237  USGS QUAD   -  HARTFORD (2017)
 FH0237
 FH0237                         *CURRENT SURVEY CONTROL
 FH0237  ______________________________________________________________________
 FH0237* NAD 83(1986) POSITION- 35 01 15.     (N) 094 22 51.     (W)   SCALED
 FH0237* NAVD 88 ORTHO HEIGHT -   195.722 (meters)      642.13  (feet) ADJUSTED
 FH0237  ______________________________________________________________________
 FH0237  GEOID HEIGHT    -        -31.072 (meters)                     GEOID18
 FH0237  DYNAMIC HEIGHT  -        195.522 (meters)      641.48  (feet) COMP
 FH0237  MODELED GRAVITY -    979,613.3   (mgal)                       NAVD 88
 FH0237
 FH0237  VERT ORDER      -  SECOND    CLASS 0
 FH0237
 FH0237.The horizontal coordinates were scaled from a map and have
 FH0237.an estimated accuracy of +/- 6 seconds.
 FH0237
 FH0237.The orthometric height was determined by differential leveling and
 FH0237.adjusted by the NATIONAL GEODETIC SURVEY
 FH0237.in June 1991.
 FH0237
 FH0237.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0237.GEOID18 height accuracy estimate available here.
 FH0237
 FH0237.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU740762(NAD 83)
 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
 FH0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0237.See file dsdata.pdf to determine how the superseded data were derived.
 FH0237
 FH0237_MARKER: DB = BENCH MARK DISK
 FH0237_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FH0237_STAMPING: C 58 1934
 FH0237_MARK LOGO: CGS
 FH0237_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0237
 FH0237  HISTORY     - Date     Condition        Report By
 FH0237  HISTORY     - 1934     MONUMENTED       CGS
 FH0237  HISTORY     - 1959     MARK NOT FOUND   CGS
 FH0237
 FH0237                          STATION DESCRIPTION
 FH0237
 FH0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 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 COAST AND GEODETIC SURVEY 1959
 FH0237'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1308 ***********************************************************************
 EJ1308  DESIGNATION -  C 59
 EJ1308  PID         -  EJ1308
 EJ1308  STATE/COUNTY-  AR/GARLAND
 EJ1308  COUNTRY     -  US
 EJ1308  USGS QUAD   -  HEMPWALLACE (2017)
 EJ1308
 EJ1308                         *CURRENT SURVEY CONTROL
 EJ1308  ______________________________________________________________________
 EJ1308* NAD 83(1997) POSITION- 34 27 12.70401(N) 093 10 07.88317(W)   ADJUSTED
 EJ1308* NAD 83(1997) ELLIP HT-   134.514 (meters)        (09/24/01)   ADJUSTED
 EJ1308* NAVD 88 ORTHO HEIGHT -   161.957 (meters)      531.35  (feet) ADJUSTED
 EJ1308  ______________________________________________________________________
 EJ1308  GEOID HEIGHT    -        -27.410 (meters)                     GEOID18
 EJ1308  NAD 83(1997) X  -   -291,046.813 (meters)                     COMP
 EJ1308  NAD 83(1997) Y  - -5,257,021.882 (meters)                     COMP
 EJ1308  NAD 83(1997) Z  -  3,588,118.414 (meters)                     COMP
 EJ1308  LAPLACE CORR    -          3.42  (seconds)                    DEFLEC18
 EJ1308  DYNAMIC HEIGHT  -        161.796 (meters)      530.83  (feet) COMP
 EJ1308  MODELED GRAVITY -    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 and
 EJ1308.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1308.in June 1991.
 EJ1308
 EJ1308.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1308.GEOID18 height accuracy estimate available here.
 EJ1308
 EJ1308.Click photographs - Photos may exist for this station.
 EJ1308
 EJ1308.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EJ1308
 EJ1308.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1308
 EJ1308.The ellipsoidal height was determined by GPS observations
 EJ1308.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(1997) position.
 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     -   0.99997888  x   0.99994514  =   0.99992403
 EJ1308!UTM  15      -   0.99997888  x   0.99960297  =   0.99958186
 EJ1308
 EJ1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU8448912457(NAD 83)
 EJ1308
 EJ1308                          SUPERSEDED SURVEY CONTROL
 EJ1308
 EJ1308  ELLIP H (09/14/99)  134.525  (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  NGVD 29             161.94   (m)          531.3    (f) LEVELING    3  
 EJ1308
 EJ1308.Superseded values are not recommended for survey control.
 EJ1308
 EJ1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1308.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1308
 EJ1308_MARKER: DB = BENCH MARK DISK
 EJ1308_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EJ1308_SP_SET: CULVERT HEADWALL
 EJ1308_STAMPING: C 59 1934
 EJ1308_MARK LOGO: CGS
 EJ1308_MAGNETIC: N = NO MAGNETIC MATERIAL
 EJ1308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1308+STABILITY: SURFACE MOTION
 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  HISTORY     - 20110921 MARK NOT FOUND   ARHD
 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.
 EJ1308
 EJ1308                          STATION RECOVERY (2011)
 EJ1308
 EJ1308'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (AMC)
 EJ1308'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL1088 ***********************************************************************
 DL1088  FBN         -  This is a Federal Base Network Control Station.
 DL1088  DESIGNATION -  C 62
 DL1088  PID         -  DL1088
 DL1088  STATE/COUNTY-  AR/HOWARD
 DL1088  COUNTRY     -  US
 DL1088  USGS QUAD   -  MINERAL SPRINGS NORTH (2017)
 DL1088
 DL1088                         *CURRENT SURVEY CONTROL
 DL1088  ______________________________________________________________________
 DL1088* NAD 83(2011) POSITION- 33 53 55.37253(N) 093 54 07.69734(W)   ADJUSTED
 DL1088* NAD 83(2011) ELLIP HT-    78.957 (meters)        (06/27/12)   ADJUSTED
 DL1088* NAD 83(2011) EPOCH   -  2010.00
 DL1088* NAVD 88 ORTHO HEIGHT -   106.159 (meters)      348.29  (feet) ADJUSTED
 DL1088  ______________________________________________________________________
 DL1088  GEOID HEIGHT    -        -27.214 (meters)                     GEOID18
 DL1088  NAD 83(2011) X  -   -360,651.010 (meters)                     COMP
 DL1088  NAD 83(2011) Y  - -5,287,312.169 (meters)                     COMP
 DL1088  NAD 83(2011) Z  -  3,537,171.042 (meters)                     COMP
 DL1088  LAPLACE CORR    -          1.00  (seconds)                    DEFLEC18
 DL1088  DYNAMIC HEIGHT  -        106.050 (meters)      347.93  (feet) COMP
 DL1088  MODELED GRAVITY -    979,617.3   (mgal)                       NAVD 88
 DL1088
 DL1088  VERT ORDER      -  SECOND    CLASS 0
 DL1088
 DL1088  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL1088  Standards:
 DL1088         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL1088            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL1088  -------------------------------------------------------------------
 DL1088  NETWORK    0.84   1.92           0.36   0.32   0.98      0.13658961
 DL1088  -------------------------------------------------------------------
 DL1088  Click here for local accuracies and other accuracy information.
 DL1088
 DL1088.The horizontal coordinates were established by GPS observations
 DL1088.and adjusted by the National Geodetic Survey in June 2012.
 DL1088
 DL1088.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL1088.been affixed to the stable North American tectonic plate. See 
 DL1088.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL1088
 DL1088.The horizontal coordinates are valid at the epoch date displayed above
 DL1088.which is a decimal equivalence of Year/Month/Day.
 DL1088
 DL1088.The orthometric height was determined by differential leveling and
 DL1088.adjusted by the NATIONAL GEODETIC SURVEY
 DL1088.in June 1991.
 DL1088
 DL1088.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1088.GEOID18 height accuracy estimate available here.
 DL1088
 DL1088.Click photographs - Photos may exist for this station.
 DL1088
 DL1088.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL1088
 DL1088.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1088
 DL1088.The ellipsoidal height was determined by GPS observations
 DL1088.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 DL1088
 DL1088;                    North         East     Units Scale Factor Converg.
 DL1088;SPC AR S     -   538,283.327   224,087.057   MT  0.99992126   -1 03 52.6
 DL1088;SPC AR S     - 1,766,017.88    735,192.29   sFT  0.99992126   -1 03 52.6
 DL1088;UTM  15      - 3,751,292.000   416,589.436   MT  0.99968577   -0 30 11.4
 DL1088
 DL1088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1088!SPC AR S     -   0.99998761  x   0.99992126  =   0.99990887
 DL1088!UTM  15      -   0.99998761  x   0.99968577  =   0.99967338
 DL1088
 DL1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT1658951292(NAD 83)
 DL1088
 DL1088                          SUPERSEDED SURVEY CONTROL
 DL1088
 DL1088  NAD 83(2007)-  33 53 55.37258(N)    093 54 07.69817(W) AD(2002.00) 0
 DL1088  ELLIP H (02/10/07)   78.975  (m)                       GP(2002.00)    
 DL1088  NAD 83(1997)-  33 53 55.37223(N)    093 54 07.69832(W) AD(       ) A
 DL1088  ELLIP H (07/20/01)   78.971  (m)                       GP(       ) 4 1
 DL1088  NAD 83(1997)-  33 53 55.37092(N)    093 54 07.69827(W) AD(       ) 3
 DL1088  ELLIP H (09/14/99)   78.960  (m)                       GP(       ) 4 1
 DL1088  NAD 83(1993)-  33 53 55.37887(N)    093 54 07.68856(W) AD(       ) 3
 DL1088  NAD 83(1993)-  33 53 55.37886(N)    093 54 07.68856(W) AD(       ) 3
 DL1088  ELLIP H (01/21/93)   78.639  (m)                       GP(       ) 4 2
 DL1088  NAD 83(1986)-  33 53 55.38143(N)    093 54 07.68491(W) AD(       ) 3
 DL1088  NAVD 88             106.16   (m)          348.3    (f) LEVELING    3  
 DL1088  NGVD 29 (??/??/92)  106.17   (m)          348.3    (f) COMPUTED    2 0
 DL1088  NGVD 29             106.16   (m)          348.3    (f) LEVELING    3  
 DL1088
 DL1088.Superseded values are not recommended for survey control.
 DL1088
 DL1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1088.See file dsdata.pdf to determine how the superseded data were derived.
 DL1088
 DL1088_MARKER: DB = BENCH MARK DISK
 DL1088_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DL1088_STAMPING: C 62 1934
 DL1088_MARK LOGO: CGS
 DL1088_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL1088_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL1088_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1088+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2016
 DL1088
 DL1088  HISTORY     - Date     Condition        Report By
 DL1088  HISTORY     - 1934     MONUMENTED       CGS
 DL1088  HISTORY     - 1962     GOOD             CGS
 DL1088  HISTORY     - 19910114 GOOD             NGS
 DL1088  HISTORY     - 20000202 GOOD             NGS
 DL1088  HISTORY     - 20100427 GOOD             ARHD
 DL1088  HISTORY     - 20160317 GOOD             ARHD
 DL1088
 DL1088                          STATION DESCRIPTION
 DL1088
 DL1088'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 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'
 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 BY
 DL1088'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'
 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 AND
 DL1088'0.9 M (3.0 FT) NORTHWEST OF THE BARBED WIRE FENCE AND A FIBERGLASS
 DL1088'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
 DL1088'(0.10 MI) NORTHEAST OF DILLARD CREEK ROAD ON THE NORTHWEST SIDE OF A
 DL1088'BARBED WIRE PASTURE FENCE AND SOUTHEAST OF A PREFAB METAL HAY STORAGE
 DL1088'BARN.
 DL1088'
 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.
 DL1088'
 DL1088'THE 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
 DL1088'M (132.51 FT) NORTHWEST OF THE CENTER OF THE HIGHWAY, 14.79 M
 DL1088'(48.52 FT) NORTHWEST OF THE NORTHWEST RAIL OF THE TRACKS, 1.83 M
 DL1088'(6.00 FT) SOUTHWEST OF A POWER POLE, 0.9 M (3.0 FT) NORTHWEST OF THE
 DL1088'FENCE AND NGS FIBERGLASS WITNESS POST SET IN THE FENCE LINE AND 0.40 M
 DL1088'(1.31 FT) NORTHEAST OF THE NORTHEAST SIDE OF A METAL PIPE CORRAL.
 DL1088
 DL1088                          STATION RECOVERY (2010)
 DL1088
 DL1088'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2010 (ST)
 DL1088'RECOVERED IN GOOD CONDITION.
 DL1088
 DL1088                          STATION RECOVERY (2016)
 DL1088
 DL1088'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (RTH)
 DL1088'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL1076 ***********************************************************************
 DL1076  DESIGNATION -  C 63
 DL1076  PID         -  DL1076
 DL1076  STATE/COUNTY-  AR/HEMPSTEAD
 DL1076  COUNTRY     -  US
 DL1076  USGS QUAD   -  PATMOS (2017)
 DL1076
 DL1076                         *CURRENT SURVEY CONTROL
 DL1076  ______________________________________________________________________
 DL1076* NAD 83(1986) POSITION- 33 30 40.89   (N) 093 34 02.51   (W)   HD_HELD1
 DL1076* NAVD 88 ORTHO HEIGHT -    97.093 (meters)      318.55  (feet) ADJUSTED
 DL1076  ______________________________________________________________________
 DL1076  GEOID HEIGHT    -        -26.870 (meters)                     GEOID18
 DL1076  DYNAMIC HEIGHT  -         96.989 (meters)      318.20  (feet) COMP
 DL1076  MODELED GRAVITY -    979,571.0   (mgal)                       NAVD 88
 DL1076
 DL1076  VERT ORDER      -  SECOND    CLASS 0
 DL1076
 DL1076.The horizontal coordinates were determined by differentially corrected
 DL1076.hand held GPS observations or other comparable positioning techniques
 DL1076.and have an estimated accuracy of +/- 3 meters.
 DL1076
 DL1076.The orthometric height was determined by differential leveling and
 DL1076.adjusted by the NATIONAL GEODETIC SURVEY
 DL1076.in June 1991.
 DL1076
 DL1076.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1076.GEOID18 height accuracy estimate available here.
 DL1076
 DL1076.Click photographs - Photos may exist for this station.
 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     -   494,802.0     254,387.1     MT  (+/- 3 meters HH1 GPS) 
 DL1076
 DL1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT4730608122(NAD 83)
 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
 DL1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1076.See file dsdata.pdf to determine how the superseded data were derived.
 DL1076
 DL1076_MARKER: DB = BENCH MARK DISK
 DL1076_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL1076_SP_SET: CULVERT HEADWALL
 DL1076_STAMPING: C 63 1935
 DL1076_MARK LOGO: CGS
 DL1076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1076+STABILITY: SURFACE MOTION
 DL1076_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1076+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2016
 DL1076
 DL1076  HISTORY     - Date     Condition        Report By
 DL1076  HISTORY     - 1935     MONUMENTED       CGS
 DL1076  HISTORY     - 1963     GOOD             CGS
 DL1076  HISTORY     - 1988     GOOD             USPSQD
 DL1076  HISTORY     - 20070808 GOOD             ARHD
 DL1076  HISTORY     - 20160323 GOOD             ARHD
 DL1076
 DL1076                          STATION DESCRIPTION
 DL1076
 DL1076'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 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.
 DL1076
 DL1076                          STATION RECOVERY (2007)
 DL1076
 DL1076'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2007 (WDA)
 DL1076'TO REACH THE STATION MARK FROM THE JUNCTION OF STATE HIGHWAY 29 AND
 DL1076'STATE HIGHWAY 355 E, WEST OF PATMOS, GO EAST ON HIGHWAY 355 FOR 2.8
 DL1076'MILES TO THE STATION MARK ON THE RIGHT, SOUTH 100.0 FEET OF THE
 DL1076'CENTERLINE STATE HIGHWAY 355 AND WEST 26.6 FEET OF THE CENTERLINE OF
 DL1076'COUNTY ROAD 144S.
 DL1076
 DL1076                          STATION RECOVERY (2016)
 DL1076
 DL1076'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 DL1076'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0978 ***********************************************************************
 DL0978  DESIGNATION -  C 64
 DL0978  PID         -  DL0978
 DL0978  STATE/COUNTY-  AR/HEMPSTEAD
 DL0978  COUNTRY     -  US
 DL0978  USGS QUAD   -  SHEPPARD (2017)
 DL0978
 DL0978                         *CURRENT SURVEY CONTROL
 DL0978  ______________________________________________________________________
 DL0978* NAD 83(1986) POSITION- 33 38 56.     (N) 093 39 42.     (W)   SCALED
 DL0978* NAVD 88 ORTHO HEIGHT -    87.965 (meters)      288.60  (feet) ADJUSTED
 DL0978  ______________________________________________________________________
 DL0978  GEOID HEIGHT    -        -27.002 (meters)                     GEOID18
 DL0978  DYNAMIC HEIGHT  -         87.872 (meters)      288.29  (feet) COMP
 DL0978  MODELED GRAVITY -    979,582.4   (mgal)                       NAVD 88
 DL0978
 DL0978  VERT ORDER      -  SECOND    CLASS 0
 DL0978
 DL0978.The horizontal coordinates were scaled from a map and have
 DL0978.an estimated accuracy of +/- 6 seconds.
 DL0978
 DL0978.The orthometric height was determined by differential leveling and
 DL0978.adjusted by the NATIONAL GEODETIC SURVEY
 DL0978.in June 1991.
 DL0978
 DL0978.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0978.GEOID18 height accuracy estimate available here.
 DL0978
 DL0978.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT386234(NAD 83)
 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
 DL0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0978.See file dsdata.pdf to determine how the superseded data were derived.
 DL0978
 DL0978_MARKER: DB = BENCH MARK DISK
 DL0978_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DL0978_STAMPING: C 64 1935
 DL0978_MARK LOGO: CGS
 DL0978_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0978
 DL0978  HISTORY     - Date     Condition        Report By
 DL0978  HISTORY     - 1935     MONUMENTED       CGS
 DL0978  HISTORY     - 1963     MARK NOT FOUND   CGS
 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 COAST AND GEODETIC SURVEY 1963
 DL0978'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK1165 ***********************************************************************
 DK1165  DESIGNATION -  C 65
 DK1165  PID         -  DK1165
 DK1165  STATE/COUNTY-  AR/CHICOT
 DK1165  COUNTRY     -  US
 DK1165  USGS QUAD   -  EUDORA SOUTH (2017)
 DK1165
 DK1165                         *CURRENT SURVEY CONTROL
 DK1165  ______________________________________________________________________
 DK1165* NAD 83(1986) POSITION- 33 01 45.     (N) 091 18 01.     (W)   SCALED
 DK1165* NAVD 88 ORTHO HEIGHT -    38.336 (meters)      125.77  (feet) ADJUSTED
 DK1165  ______________________________________________________________________
 DK1165  GEOID HEIGHT    -        -26.092 (meters)                     GEOID18
 DK1165  DYNAMIC HEIGHT  -         38.294 (meters)      125.64  (feet) COMP
 DK1165  MODELED GRAVITY -    979,564.9   (mgal)                       NAVD 88
 DK1165
 DK1165  VERT ORDER      -  SECOND    CLASS 0
 DK1165
 DK1165.The horizontal coordinates were scaled from a map and have
 DK1165.an estimated accuracy of +/- 6 seconds.
 DK1165
 DK1165.The orthometric height was determined by differential leveling and
 DK1165.adjusted by the NATIONAL GEODETIC SURVEY
 DK1165.in June 1991.
 DK1165
 DK1165.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1165.GEOID18 height accuracy estimate available here.
 DK1165
 DK1165.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS587558(NAD 83)
 DK1165
 DK1165                          SUPERSEDED SURVEY CONTROL
 DK1165
 DK1165  NGVD 29 (11/26/84)   38.434  (m)          126.10   (f) ADJUSTED    2 0
 DK1165
 DK1165.Superseded values are not recommended for survey control.
 DK1165
 DK1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1165.See file dsdata.pdf to determine how the superseded data were derived.
 DK1165
 DK1165_MARKER: DB = BENCH MARK DISK
 DK1165_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DK1165_STAMPING: C 65 1935
 DK1165_MARK LOGO: CGS
 DK1165_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0436 ***********************************************************************
 FG0436  DESIGNATION -  C 66
 FG0436  PID         -  FG0436
 FG0436  STATE/COUNTY-  AR/POPE
 FG0436  COUNTRY     -  US
 FG0436  USGS QUAD   -  MORELAND (2017)
 FG0436
 FG0436                         *CURRENT SURVEY CONTROL
 FG0436  ______________________________________________________________________
 FG0436* NAD 83(1986) POSITION- 35 16 08.47   (N) 092 56 06.51   (W)   HD_HELD1
 FG0436* NAVD 88 ORTHO HEIGHT -   120.451 (meters)      395.18  (feet) ADJUSTED
 FG0436  ______________________________________________________________________
 FG0436  GEOID HEIGHT    -        -28.817 (meters)                     GEOID18
 FG0436  DYNAMIC HEIGHT  -        120.338 (meters)      394.81  (feet) COMP
 FG0436  MODELED GRAVITY -    979,696.1   (mgal)                       NAVD 88
 FG0436
 FG0436  VERT ORDER      -  SECOND    CLASS 0
 FG0436
 FG0436.The horizontal coordinates were determined by differentially corrected
 FG0436.hand held GPS observations or other comparable positioning techniques
 FG0436.and have an estimated accuracy of +/- 3 meters.
 FG0436
 FG0436.The orthometric height was determined by differential leveling and
 FG0436.adjusted by the NATIONAL GEODETIC SURVEY
 FG0436.in June 1991.
 FG0436
 FG0436.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0436.GEOID18 height accuracy estimate available here.
 FG0436
 FG0436.Click photographs - Photos may exist for this station.
 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     -   104,210.3     314,918.4     MT  (+/- 3 meters HH1 GPS) 
 FG0436
 FG0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV0589802878(NAD 83)
 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
 FG0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0436.See file dsdata.pdf to determine how the superseded data were derived.
 FG0436
 FG0436_MARKER: DB = BENCH MARK DISK
 FG0436_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0436_STAMPING: C 66 1935
 FG0436_MARK LOGO: CGS
 FG0436_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0472 ***********************************************************************
 FG0472  DESIGNATION -  C 67
 FG0472  PID         -  FG0472
 FG0472  STATE/COUNTY-  AR/POPE
 FG0472  COUNTRY     -  US
 FG0472  USGS QUAD   -  MORELAND (2017)
 FG0472
 FG0472                         *CURRENT SURVEY CONTROL
 FG0472  ______________________________________________________________________
 FG0472* NAD 83(1986) POSITION- 35 19 05.     (N) 092 53 09.     (W)   SCALED
 FG0472* NAVD 88 ORTHO HEIGHT -   104.396 (meters)      342.51  (feet) ADJUSTED
 FG0472  ______________________________________________________________________
 FG0472  GEOID HEIGHT    -        -28.742 (meters)                     GEOID18
 FG0472  DYNAMIC HEIGHT  -        104.299 (meters)      342.19  (feet) COMP
 FG0472  MODELED GRAVITY -    979,700.9   (mgal)                       NAVD 88
 FG0472
 FG0472  VERT ORDER      -  SECOND    CLASS 0
 FG0472
 FG0472.The horizontal coordinates were scaled from a map and have
 FG0472.an estimated accuracy of +/- 6 seconds.
 FG0472
 FG0472.The orthometric height was determined by differential leveling and
 FG0472.adjusted by the NATIONAL GEODETIC SURVEY
 FG0472.in June 1991.
 FG0472
 FG0472.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0472.GEOID18 height accuracy estimate available here.
 FG0472
 FG0472.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV103083(NAD 83)
 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
 FG0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0472.See file dsdata.pdf to determine how the superseded data were derived.
 FG0472
 FG0472_MARKER: DB = BENCH MARK DISK
 FG0472_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0472_STAMPING: C 67 1935
 FG0472_MARK LOGO: CGS
 FG0472_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0472
 FG0472  HISTORY     - Date     Condition        Report By
 FG0472  HISTORY     - 1935     MONUMENTED       CGS
 FG0472  HISTORY     - 1963     MARK NOT FOUND   CGS
 FG0472  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG0472
 FG0472                          STATION DESCRIPTION
 FG0472
 FG0472'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG0499 ***********************************************************************
 FG0499  DESIGNATION -  C 7
 FG0499  PID         -  FG0499
 FG0499  STATE/COUNTY-  AR/SEARCY
 FG0499  COUNTRY     -  US
 FG0499  USGS QUAD   -  LESLIE (2017)
 FG0499
 FG0499                         *CURRENT SURVEY CONTROL
 FG0499  ______________________________________________________________________
 FG0499* NAD 83(1986) POSITION- 35 48 10.53   (N) 092 32 27.68   (W)   HD_HELD1
 FG0499* NAVD 88 ORTHO HEIGHT -   286.116 (meters)      938.70  (feet) ADJUSTED
 FG0499  ______________________________________________________________________
 FG0499  GEOID HEIGHT    -        -27.912 (meters)                     GEOID18
 FG0499  DYNAMIC HEIGHT  -        285.853 (meters)      937.84  (feet) COMP
 FG0499  MODELED GRAVITY -    979,708.5   (mgal)                       NAVD 88
 FG0499
 FG0499  VERT ORDER      -  FIRST     CLASS II
 FG0499
 FG0499.The horizontal coordinates were determined by differentially corrected
 FG0499.hand held GPS observations or other comparable positioning techniques
 FG0499.and have an estimated accuracy of +/- 3 meters.
 FG0499
 FG0499.The orthometric height was determined by differential leveling and
 FG0499.adjusted by the NATIONAL GEODETIC SURVEY
 FG0499.in June 1991.
 FG0499
 FG0499.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0499.GEOID18 height accuracy estimate available here.
 FG0499
 FG0499.Click photographs - Photos may exist for this station.
 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     -   163,174.1     351,101.4     MT  (+/- 3 meters HH1 GPS) 
 FG0499
 FG0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV4146962187(NAD 83)
 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
 FG0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0499.See file dsdata.pdf to determine how the superseded data were derived.
 FG0499
 FG0499_MARKER: DB = BENCH MARK DISK
 FG0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0499_STAMPING: C 7 1931
 FG0499_MARK LOGO: CGS
 FG0499_PROJECTION: PROJECTING 5 CENTIMETERS
 FG0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0499+STABILITY: SURFACE MOTION
 FG0499_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG0499+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2015
 FG0499
 FG0499  HISTORY     - Date     Condition        Report By
 FG0499  HISTORY     - 1931     MONUMENTED       CGS
 FG0499  HISTORY     - 1935     GOOD             CGS
 FG0499  HISTORY     - 20151201 GOOD             ARHD
 FG0499
 FG0499                          STATION DESCRIPTION
 FG0499
 FG0499'DESCRIBED BY COAST AND 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.
 FG0499
 FG0499                          STATION RECOVERY (2015)
 FG0499
 FG0499'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 FG0499'RECOVERED IN GOOD CONDITION.
 FG0499'
 FG0499'NOTE-ADD-THE STATION IS SURROUNDED BY 3 RAILROAD IRON DRIVEN INTO THE
 FG0499'GROUND, 1 FT (0.3 M) EAST OF A WITNESS POST AND IN THE NORTH END OF A
 FG0499'FOOD PLOT.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0102 ***********************************************************************
 FG0102  DESIGNATION -  C 70
 FG0102  PID         -  FG0102
 FG0102  STATE/COUNTY-  AR/FAULKNER
 FG0102  COUNTRY     -  US
 FG0102  USGS QUAD   -  CONWAY (2017)
 FG0102
 FG0102                         *CURRENT SURVEY CONTROL
 FG0102  ______________________________________________________________________
 FG0102* NAD 83(1986) POSITION- 35 01 07.15   (N) 092 24 47.37   (W)   HD_HELD1
 FG0102* NAVD 88 ORTHO HEIGHT -    87.695 (meters)      287.71  (feet) ADJUSTED
 FG0102  ______________________________________________________________________
 FG0102  GEOID HEIGHT    -        -27.733 (meters)                     GEOID18
 FG0102  DYNAMIC HEIGHT  -         87.612 (meters)      287.44  (feet) COMP
 FG0102  MODELED GRAVITY -    979,694.2   (mgal)                       NAVD 88
 FG0102
 FG0102  VERT ORDER      -  SECOND    CLASS 0
 FG0102
 FG0102.The horizontal coordinates were determined by differentially corrected
 FG0102.hand held GPS observations or other comparable positioning techniques
 FG0102.and have an estimated accuracy of +/- 3 meters.
 FG0102
 FG0102.The orthometric height was determined by differential leveling and
 FG0102.adjusted by the NATIONAL GEODETIC SURVEY
 FG0102.in June 1991.
 FG0102
 FG0102.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0102.GEOID18 height accuracy estimate available here.
 FG0102
 FG0102.Click photographs - Photos may exist for this station.
 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     -    76,109.8     362,292.8     MT  (+/- 3 meters HH1 GPS) 
 FG0102
 FG0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5353875268(NAD 83)
 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
 FG0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0102.See file dsdata.pdf to determine how the superseded data were derived.
 FG0102
 FG0102_MARKER: DB = BENCH MARK DISK
 FG0102_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0102_STAMPING: C 70 1934
 FG0102_MARK LOGO: CGS
 FG0102_PROJECTION: PROJECTING 8 CENTIMETERS
 FG0102_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0102
 FG0102  HISTORY     - Date     Condition        Report By
 FG0102  HISTORY     - 1934     MONUMENTED       CGS
 FG0102  HISTORY     - 1967     GOOD             CGS
 FG0102  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG0102
 FG0102                          STATION DESCRIPTION
 FG0102
 FG0102'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG0392 ***********************************************************************
 FG0392  DESIGNATION -  C 71
 FG0392  PID         -  FG0392
 FG0392  STATE/COUNTY-  AR/PERRY
 FG0392  COUNTRY     -  US
 FG0392  USGS QUAD   -  PERRYVILLE (2017)
 FG0392
 FG0392                         *CURRENT SURVEY CONTROL
 FG0392  ______________________________________________________________________
 FG0392* NAD 83(1986) POSITION- 35 02 29.     (N) 092 51 53.     (W)   SCALED
 FG0392* NAVD 88 ORTHO HEIGHT -    96.965 (meters)      318.13  (feet) ADJUSTED
 FG0392  ______________________________________________________________________
 FG0392  GEOID HEIGHT    -        -28.561 (meters)                     GEOID18
 FG0392  DYNAMIC HEIGHT  -         96.872 (meters)      317.82  (feet) COMP
 FG0392  MODELED GRAVITY -    979,676.3   (mgal)                       NAVD 88
 FG0392
 FG0392  VERT ORDER      -  SECOND    CLASS I
 FG0392
 FG0392.The horizontal coordinates were scaled from a map and have
 FG0392.an estimated accuracy of +/- 6 seconds.
 FG0392
 FG0392.The orthometric height was determined by differential leveling and
 FG0392.adjusted by the NATIONAL GEODETIC SURVEY
 FG0392.in September 2023.
 FG0392
 FG0392.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0392.GEOID18 height accuracy estimate available here.
 FG0392
 FG0392.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU123776(NAD 83)
 FG0392
 FG0392                          SUPERSEDED SURVEY CONTROL
 FG0392
 FG0392  NAVD 88 (06/15/91)   96.979  (m)          318.17   (f) SUPERSEDED  2 0
 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
 FG0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0392.See file dsdata.pdf to determine how the superseded data were derived.
 FG0392
 FG0392_MARKER: DB = BENCH MARK DISK
 FG0392_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0392_STAMPING: C 71 1934
 FG0392_MARK LOGO: CGS
 FG0392_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0392
 FG0392  HISTORY     - Date     Condition        Report By
 FG0392  HISTORY     - 1934     MONUMENTED       CGS
 FG0392  HISTORY     - 1939     GOOD             CGS
 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 COAST AND GEODETIC SURVEY 1939
 FG0392'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0987 ***********************************************************************
 FG0987  DESIGNATION -  C 72
 FG0987  PID         -  FG0987
 FG0987  STATE/COUNTY-  AR/POPE
 FG0987  COUNTRY     -  US
 FG0987  USGS QUAD   -  RUSSELLVILLE EAST (2017)
 FG0987
 FG0987                         *CURRENT SURVEY CONTROL
 FG0987  ______________________________________________________________________
 FG0987* NAD 83(1986) POSITION- 35 15 21.     (N) 093 03 21.     (W)   SCALED
 FG0987* NAVD 88 ORTHO HEIGHT -   119.505 (meters)      392.08  (feet) ADJUSTED
 FG0987  ______________________________________________________________________
 FG0987  GEOID HEIGHT    -        -29.030 (meters)                     GEOID18
 FG0987  DYNAMIC HEIGHT  -        119.392 (meters)      391.71  (feet) COMP
 FG0987  MODELED GRAVITY -    979,688.5   (mgal)                       NAVD 88
 FG0987
 FG0987  VERT ORDER      -  SECOND    CLASS I
 FG0987
 FG0987.The horizontal coordinates were scaled from a map and have
 FG0987.an estimated accuracy of +/- 6 seconds.
 FG0987
 FG0987.The orthometric height was determined by differential leveling and
 FG0987.adjusted by the NATIONAL GEODETIC SURVEY
 FG0987.in September 2023.
 FG0987
 FG0987.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0987.GEOID18 height accuracy estimate available here.
 FG0987
 FG0987.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV949014(NAD 83)
 FG0987
 FG0987                          SUPERSEDED SURVEY CONTROL
 FG0987
 FG0987  NAVD 88 (??/??/92)  119.505  (m)          392.08   (f) SUPERSEDED  3 0
 FG0987  NGVD 29 (??/??/92)  119.523  (m)          392.14   (f) ADJ UNCH    2 0
 FG0987
 FG0987.Superseded values are not recommended for survey control.
 FG0987
 FG0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0987.See file dsdata.pdf to determine how the superseded data were derived.
 FG0987
 FG0987_MARKER: DB = BENCH MARK DISK
 FG0987_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FG0987_SP_SET: BRIDGE
 FG0987_STAMPING: C 72 1934
 FG0987_MARK LOGO: CGS
 FG0987_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG0987
 FG0987  HISTORY     - Date     Condition        Report By
 FG0987  HISTORY     - 1934     MONUMENTED       CGS
 FG0987  HISTORY     - 1967     GOOD             CGS
 FG0987  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG0987
 FG0987                          STATION DESCRIPTION
 FG0987
 FG0987'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0916 ***********************************************************************
 EJ0916  DESIGNATION -  C 73
 EJ0916  PID         -  EJ0916
 EJ0916  STATE/COUNTY-  AR/PERRY
 EJ0916  COUNTRY     -  US
 EJ0916  USGS QUAD   -  THORNBURG (2017)
 EJ0916
 EJ0916                         *CURRENT SURVEY CONTROL
 EJ0916  ______________________________________________________________________
 EJ0916* NAD 83(1986) POSITION- 34 57 46.     (N) 092 47 48.     (W)   SCALED
 EJ0916* NAVD 88 ORTHO HEIGHT -   103.358 (meters)      339.10  (feet) ADJUSTED
 EJ0916  ______________________________________________________________________
 EJ0916  GEOID HEIGHT    -        -28.222 (meters)                     GEOID18
 EJ0916  DYNAMIC HEIGHT  -        103.257 (meters)      338.77  (feet) COMP
 EJ0916  MODELED GRAVITY -    979,664.5   (mgal)                       NAVD 88
 EJ0916
 EJ0916  VERT ORDER      -  SECOND    CLASS 0
 EJ0916
 EJ0916.The horizontal coordinates were scaled from a map and have
 EJ0916.an estimated accuracy of +/- 6 seconds.
 EJ0916
 EJ0916.The orthometric height was determined by differential leveling and
 EJ0916.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0916.in June 1991.
 EJ0916
 EJ0916.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0916.GEOID18 height accuracy estimate available here.
 EJ0916
 EJ0916.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU185689(NAD 83)
 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
 EJ0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0916.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0916
 EJ0916_MARKER: DB = BENCH MARK DISK
 EJ0916_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0916_STAMPING: C 73 1935
 EJ0916_MARK LOGO: CGS
 EJ0916_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1224 ***********************************************************************
 FF1224  DESIGNATION -  C 74
 FF1224  PID         -  FF1224
 FF1224  STATE/COUNTY-  AR/WOODRUFF
 FF1224  COUNTRY     -  US
 FF1224  USGS QUAD   -  HUNTER WEST (2017)
 FF1224
 FF1224                         *CURRENT SURVEY CONTROL
 FF1224  ______________________________________________________________________
 FF1224* NAD 83(1986) POSITION- 35 02 01.     (N) 091 14 55.     (W)   SCALED
 FF1224* NAVD 88 ORTHO HEIGHT -    58.456 (meters)      191.78  (feet) ADJUSTED
 FF1224  ______________________________________________________________________
 FF1224  GEOID HEIGHT    -        -27.081 (meters)                     GEOID18
 FF1224  DYNAMIC HEIGHT  -         58.402 (meters)      191.61  (feet) COMP
 FF1224  MODELED GRAVITY -    979,720.7   (mgal)                       NAVD 88
 FF1224
 FF1224  VERT ORDER      -  SECOND    CLASS 0
 FF1224
 FF1224.The horizontal coordinates were scaled from a map and have
 FF1224.an estimated accuracy of +/- 6 seconds.
 FF1224
 FF1224.The orthometric height was determined by differential leveling and
 FF1224.adjusted by the NATIONAL GEODETIC SURVEY
 FF1224.in June 1991.
 FF1224
 FF1224.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1224.GEOID18 height accuracy estimate available here.
 FF1224
 FF1224.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU597781(NAD 83)
 FF1224
 FF1224                          SUPERSEDED SURVEY CONTROL
 FF1224
 FF1224  NGVD 29 (11/26/84)   58.433  (m)          191.71   (f) ADJUSTED    2 0
 FF1224
 FF1224.Superseded values are not recommended for survey control.
 FF1224
 FF1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1224.See file dsdata.pdf to determine how the superseded data were derived.
 FF1224
 FF1224_MARKER: DB = BENCH MARK DISK
 FF1224_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF1224_STAMPING: C 74 1934
 FF1224_MARK LOGO: CGS
 FF1224_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1144 ***********************************************************************
 FF1144  DESIGNATION -  C 75
 FF1144  PID         -  FF1144
 FF1144  STATE/COUNTY-  AR/JACKSON
 FF1144  COUNTRY     -  US
 FF1144  USGS QUAD   -  AUVERGNE (2017)
 FF1144
 FF1144                         *CURRENT SURVEY CONTROL
 FF1144  ______________________________________________________________________
 FF1144* NAD 83(1986) POSITION- 35 33 47.     (N) 091 07 38.     (W)   SCALED
 FF1144* NAVD 88 ORTHO HEIGHT -    67.103 (meters)      220.15  (feet) ADJUSTED
 FF1144  ______________________________________________________________________
 FF1144  GEOID HEIGHT    -        -27.520 (meters)                     GEOID18
 FF1144  DYNAMIC HEIGHT  -         67.044 (meters)      219.96  (feet) COMP
 FF1144  MODELED GRAVITY -    979,764.7   (mgal)                       NAVD 88
 FF1144
 FF1144  VERT ORDER      -  SECOND    CLASS 0
 FF1144
 FF1144.The horizontal coordinates were scaled from a map and have
 FF1144.an estimated accuracy of +/- 6 seconds.
 FF1144
 FF1144.The orthometric height was determined by differential leveling and
 FF1144.adjusted by the NATIONAL GEODETIC SURVEY
 FF1144.in June 1991.
 FF1144
 FF1144.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1144.GEOID18 height accuracy estimate available here.
 FF1144
 FF1144.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV697371(NAD 83)
 FF1144
 FF1144                          SUPERSEDED SURVEY CONTROL
 FF1144
 FF1144  NGVD 29 (11/26/84)   67.037  (m)          219.94   (f) ADJUSTED    2 0
 FF1144
 FF1144.Superseded values are not recommended for survey control.
 FF1144
 FF1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1144.See file dsdata.pdf to determine how the superseded data were derived.
 FF1144
 FF1144_MARKER: DB = BENCH MARK DISK
 FF1144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1144_STAMPING: C 75 1934
 FF1144_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0773 ***********************************************************************
 FF0773  DESIGNATION -  C 76
 FF0773  PID         -  FF0773
 FF0773  STATE/COUNTY-  AR/CRAIGHEAD
 FF0773  COUNTRY     -  US
 FF0773  USGS QUAD   -  JONESBORO (2017)
 FF0773
 FF0773                         *CURRENT SURVEY CONTROL
 FF0773  ______________________________________________________________________
 FF0773* NAD 83(1986) POSITION- 35 46 25.     (N) 090 40 19.     (W)   SCALED
 FF0773* NAVD 88 ORTHO HEIGHT -    80.615 (meters)      264.48  (feet) ADJUSTED
 FF0773  ______________________________________________________________________
 FF0773  GEOID HEIGHT    -        -27.797 (meters)                     GEOID18
 FF0773  DYNAMIC HEIGHT  -         80.546 (meters)      264.26  (feet) COMP
 FF0773  MODELED GRAVITY -    979,776.9   (mgal)                       NAVD 88
 FF0773
 FF0773  VERT ORDER      -  FIRST     CLASS II
 FF0773
 FF0773.The horizontal coordinates were scaled from a map and have
 FF0773.an estimated accuracy of +/- 6 seconds.
 FF0773
 FF0773.The orthometric height was determined by differential leveling and
 FF0773.adjusted by the NATIONAL GEODETIC SURVEY
 FF0773.in June 1991.
 FF0773
 FF0773.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0773.GEOID18 height accuracy estimate available here.
 FF0773
 FF0773.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV104613(NAD 83)
 FF0773
 FF0773                          SUPERSEDED SURVEY CONTROL
 FF0773
 FF0773  NGVD 29 (11/26/84)   80.534  (m)          264.22   (f) ADJUSTED    1 2
 FF0773
 FF0773.Superseded values are not recommended for survey control.
 FF0773
 FF0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0773.See file dsdata.pdf to determine how the superseded data were derived.
 FF0773
 FF0773_MARKER: DB = BENCH MARK DISK
 FF0773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0773_STAMPING: C 76 1934
 FF0773_MARK LOGO: CGS
 FF0773_PROJECTION: PROJECTING 5 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0935 ***********************************************************************
 EJ0935  DESIGNATION -  C 78
 EJ0935  PID         -  EJ0935
 EJ0935  STATE/COUNTY-  AR/SALINE
 EJ0935  COUNTRY     -  US
 EJ0935  USGS QUAD   -  LONSDALE NE (2017)
 EJ0935
 EJ0935                         *CURRENT SURVEY CONTROL
 EJ0935  ______________________________________________________________________
 EJ0935* NAD 83(1986) POSITION- 34 39 47.     (N) 092 46 42.     (W)   SCALED
 EJ0935* NAVD 88 ORTHO HEIGHT -   141.594 (meters)      464.55  (feet) ADJUSTED
 EJ0935  ______________________________________________________________________
 EJ0935  GEOID HEIGHT    -        -27.060 (meters)                     GEOID18
 EJ0935  DYNAMIC HEIGHT  -        141.457 (meters)      464.10  (feet) COMP
 EJ0935  MODELED GRAVITY -    979,669.8   (mgal)                       NAVD 88
 EJ0935
 EJ0935  VERT ORDER      -  SECOND    CLASS 0
 EJ0935
 EJ0935.The horizontal coordinates were scaled from a map and have
 EJ0935.an estimated accuracy of +/- 6 seconds.
 EJ0935
 EJ0935.The orthometric height was determined by differential leveling and
 EJ0935.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0935.in June 1991.
 EJ0935
 EJ0935.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0935.GEOID18 height accuracy estimate available here.
 EJ0935
 EJ0935.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU203357(NAD 83)
 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
 EJ0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0935.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0935
 EJ0935_MARKER: DB = BENCH MARK DISK
 EJ0935_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0935_STAMPING: C 78 1935
 EJ0935_MARK LOGO: CGS
 EJ0935_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0936 ***********************************************************************
 EJ0936  DESIGNATION -  C 78 RESET
 EJ0936  PID         -  EJ0936
 EJ0936  STATE/COUNTY-  AR/SALINE
 EJ0936  COUNTRY     -  US
 EJ0936  USGS QUAD   -  LONSDALE NE (2017)
 EJ0936
 EJ0936                         *CURRENT SURVEY CONTROL
 EJ0936  ______________________________________________________________________
 EJ0936* NAD 83(1986) POSITION- 34 39 46.     (N) 092 46 42.     (W)   SCALED
 EJ0936* NAVD 88 ORTHO HEIGHT -   141.82  (meters)      465.3   (feet) RESET
 EJ0936  ______________________________________________________________________
 EJ0936  GEOID HEIGHT    -        -27.059 (meters)                     GEOID18
 EJ0936  VERT ORDER      -  THIRD
 EJ0936
 EJ0936.The horizontal coordinates were scaled from a map and have
 EJ0936.an estimated accuracy of +/- 6 seconds.
 EJ0936
 EJ0936.The orthometric height was computed from unverified reset data.
 EJ0936
 EJ0936.No vertical observational check was made to the station.
 EJ0936
 EJ0936.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0936.GEOID18 height accuracy estimate available here.
 EJ0936
 EJ0936.Click photographs - Photos may exist for this station.
 EJ0936
 EJ0936;                    North         East    Units  Estimated Accuracy
 EJ0936;SPC AR S     -   621,670.      328,660.      MT  (+/- 180 meters Scaled)
 EJ0936
 EJ0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU203356(NAD 83)
 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
 EJ0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0936.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0936
 EJ0936_MARKER: DB = BENCH MARK DISK
 EJ0936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0936_STAMPING: C 78 RESET 1957
 EJ0936_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0662 ***********************************************************************
 EJ0662  DESIGNATION -  C 79
 EJ0662  PID         -  EJ0662
 EJ0662  STATE/COUNTY-  AR/HOT SPRING
 EJ0662  COUNTRY     -  US
 EJ0662  USGS QUAD   -  MALVERN SOUTH (2017)
 EJ0662
 EJ0662                         *CURRENT SURVEY CONTROL
 EJ0662  ______________________________________________________________________
 EJ0662* NAD 83(1986) POSITION- 34 22 09.3    (N) 092 45 42.7    (W)   HD_HELD2
 EJ0662* NAVD 88 ORTHO HEIGHT -   106.669 (meters)      349.96  (feet) ADJUSTED
 EJ0662  ______________________________________________________________________
 EJ0662  GEOID HEIGHT    -        -26.418 (meters)                     GEOID18
 EJ0662  DYNAMIC HEIGHT  -        106.566 (meters)      349.63  (feet) COMP
 EJ0662  MODELED GRAVITY -    979,665.0   (mgal)                       NAVD 88
 EJ0662
 EJ0662  VERT ORDER      -  SECOND    CLASS I
 EJ0662
 EJ0662.The horizontal coordinates were established by autonomous hand held GPS
 EJ0662.observations and have an estimated accuracy of +/- 10 meters.
 EJ0662
 EJ0662.The orthometric height was determined by differential leveling and
 EJ0662.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0662.in June 1991.
 EJ0662
 EJ0662.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0662.GEOID18 height accuracy estimate available here.
 EJ0662
 EJ0662.Click photographs - Photos may exist for this station.
 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     -   589,100.      329,927.      MT  (+/- 10 meters HH2 GPS)
 EJ0662
 EJ0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU2189603124(NAD 83)
 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
 EJ0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0662.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0662
 EJ0662_MARKER: DB = BENCH MARK DISK
 EJ0662_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EJ0662_SP_SET: BRIDGE VIADUCT
 EJ0662_STAMPING: C 79 1935
 EJ0662_MARK LOGO: CGS
 EJ0662_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ0662_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EJ0662+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2016
 EJ0662
 EJ0662  HISTORY     - Date     Condition        Report By
 EJ0662  HISTORY     - 1935     MONUMENTED       CGS
 EJ0662  HISTORY     - 19980425 GOOD             USPSQD
 EJ0662  HISTORY     - 20160122 GOOD             ARHD
 EJ0662  HISTORY     - 20160613 GOOD             ARHD
 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.
 EJ0662
 EJ0662                          STATION RECOVERY (2016)
 EJ0662
 EJ0662'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 EJ0662'RECOVERED IN GOOD CONDITION.
 EJ0662
 EJ0662                          STATION RECOVERY (2016)
 EJ0662
 EJ0662'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 EJ0662'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1305 ***********************************************************************
 FF1305  DESIGNATION -  C 8
 FF1305  PID         -  FF1305
 FF1305  STATE/COUNTY-  AR/WHITE
 FF1305  COUNTRY     -  US
 FF1305  USGS QUAD   -  LETONA (2017)
 FF1305
 FF1305                         *CURRENT SURVEY CONTROL
 FF1305  ______________________________________________________________________
 FF1305* NAD 83(1986) POSITION- 35 21 34.     (N) 091 49 52.     (W)   SCALED
 FF1305* NAVD 88 ORTHO HEIGHT -    83.683 (meters)      274.55  (feet) ADJUSTED
 FF1305  ______________________________________________________________________
 FF1305  GEOID HEIGHT    -        -27.435 (meters)                     GEOID18
 FF1305  DYNAMIC HEIGHT  -         83.608 (meters)      274.30  (feet) COMP
 FF1305  MODELED GRAVITY -    979,731.6   (mgal)                       NAVD 88
 FF1305
 FF1305  VERT ORDER      -  FIRST     CLASS II
 FF1305
 FF1305.The horizontal coordinates were scaled from a map and have
 FF1305.an estimated accuracy of +/- 6 seconds.
 FF1305
 FF1305.The orthometric height was determined by differential leveling and
 FF1305.adjusted by the NATIONAL GEODETIC SURVEY
 FF1305.in June 1991.
 FF1305
 FF1305.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1305.GEOID18 height accuracy estimate available here.
 FF1305
 FF1305.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV061135(NAD 83)
 FF1305
 FF1305                          SUPERSEDED SURVEY CONTROL
 FF1305
 FF1305  NGVD 29 (11/26/84)   83.625  (m)          274.36   (f) ADJUSTED    1 2
 FF1305
 FF1305.Superseded values are not recommended for survey control.
 FF1305
 FF1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1305.See file dsdata.pdf to determine how the superseded data were derived.
 FF1305
 FF1305_MARKER: DB = BENCH MARK DISK
 FF1305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1305_STAMPING: C 8 1931
 FF1305_MARK LOGO: CGS
 FF1305_PROJECTION: FLUSH
 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.  0.2 MILE SOUTH ALONG ABANDONED RAILROAD, 83 FEET EAST OF
 FF1305'THE NORTHEAST CORNER OF A WHITE HOUSE, 38.5 FEET EAST OF THE CENTER OF
 FF1305'A DIRT ROAD, 2 FEET NORTH OF AN IRON RAIL PROJECTING 0.8 FOOT, SET IN
 FF1305'TOP OF A SQUARE CONCRETE POST FLUSH WITH THE 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0699 ***********************************************************************
 EJ0699  DESIGNATION -  C 81
 EJ0699  PID         -  EJ0699
 EJ0699  STATE/COUNTY-  AR/GRANT
 EJ0699  COUNTRY     -  US
 EJ0699  USGS QUAD   -  POYEN (2017)
 EJ0699
 EJ0699                         *CURRENT SURVEY CONTROL
 EJ0699  ______________________________________________________________________
 EJ0699* NAD 83(1986) POSITION- 34 16 23.     (N) 092 37 39.     (W)   SCALED
 EJ0699* NAVD 88 ORTHO HEIGHT -    68.252 (meters)      223.92  (feet) ADJUSTED
 EJ0699  ______________________________________________________________________
 EJ0699  GEOID HEIGHT    -        -26.268 (meters)                     GEOID18
 EJ0699  DYNAMIC HEIGHT  -         68.186 (meters)      223.71  (feet) COMP
 EJ0699  MODELED GRAVITY -    979,664.3   (mgal)                       NAVD 88
 EJ0699
 EJ0699  VERT ORDER      -  SECOND    CLASS 0
 EJ0699
 EJ0699.The horizontal coordinates were scaled from a map and have
 EJ0699.an estimated accuracy of +/- 6 seconds.
 EJ0699
 EJ0699.The orthometric height was determined by differential leveling and
 EJ0699.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0699.in June 1991.
 EJ0699
 EJ0699.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0699.GEOID18 height accuracy estimate available here.
 EJ0699
 EJ0699.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT342924(NAD 83)
 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
 EJ0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0699.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0699
 EJ0699_MARKER: DB = BENCH MARK DISK
 EJ0699_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0699_STAMPING: C 81 1935
 EJ0699_MARK LOGO: CGS
 EJ0699_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1019 ***********************************************************************
 EH1019  DESIGNATION -  C 82
 EH1019  PID         -  EH1019
 EH1019  STATE/COUNTY-  AR/LEE
 EH1019  COUNTRY     -  US
 EH1019  USGS QUAD   -  MARIANNA (2017)
 EH1019
 EH1019                         *CURRENT SURVEY CONTROL
 EH1019  ______________________________________________________________________
 EH1019* NAD 83(1986) POSITION- 34 50 28.     (N) 090 47 46.     (W)   SCALED
 EH1019* NAVD 88 ORTHO HEIGHT -    61.590 (meters)      202.07  (feet) ADJUSTED
 EH1019  ______________________________________________________________________
 EH1019  GEOID HEIGHT    -        -26.808 (meters)                     GEOID18
 EH1019  DYNAMIC HEIGHT  -         61.534 (meters)      201.88  (feet) COMP
 EH1019  MODELED GRAVITY -    979,715.6   (mgal)                       NAVD 88
 EH1019
 EH1019  VERT ORDER      -  SECOND    CLASS 0
 EH1019
 EH1019.The horizontal coordinates were scaled from a map and have
 EH1019.an estimated accuracy of +/- 6 seconds.
 EH1019
 EH1019.The orthometric height was determined by differential leveling and
 EH1019.adjusted by the NATIONAL GEODETIC SURVEY
 EH1019.in June 1991.
 EH1019
 EH1019.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1019.GEOID18 height accuracy estimate available here.
 EH1019
 EH1019.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU015576(NAD 83)
 EH1019
 EH1019                          SUPERSEDED SURVEY CONTROL
 EH1019
 EH1019  NGVD 29 (11/26/84)   61.591  (m)          202.07   (f) ADJUSTED    2 0
 EH1019
 EH1019.Superseded values are not recommended for survey control.
 EH1019
 EH1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1019.See file dsdata.pdf to determine how the superseded data were derived.
 EH1019
 EH1019_MARKER: DB = BENCH MARK DISK
 EH1019_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH1019_SP_SET: BRIDGE
 EH1019_STAMPING: C 82 1935
 EH1019_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 DK1421 ***********************************************************************
 DK1421  DESIGNATION -  C 83
 DK1421  PID         -  DK1421
 DK1421  STATE/COUNTY-  AR/DREW
 DK1421  COUNTRY     -  US
 DK1421  USGS QUAD   -  COMINTO (2017)
 DK1421
 DK1421                         *CURRENT SURVEY CONTROL
 DK1421  ______________________________________________________________________
 DK1421* NAD 83(1986) POSITION- 33 36 43.     (N) 091 44 28.     (W)   SCALED
 DK1421* NAVD 88 ORTHO HEIGHT -    68.290 (meters)      224.05  (feet) ADJUSTED
 DK1421  ______________________________________________________________________
 DK1421  GEOID HEIGHT    -        -25.753 (meters)                     GEOID18
 DK1421  DYNAMIC HEIGHT  -         68.220 (meters)      223.82  (feet) COMP
 DK1421  MODELED GRAVITY -    979,615.3   (mgal)                       NAVD 88
 DK1421
 DK1421  VERT ORDER      -  SECOND    CLASS 0
 DK1421
 DK1421.The horizontal coordinates were scaled from a map and have
 DK1421.an estimated accuracy of +/- 6 seconds.
 DK1421
 DK1421.The orthometric height was determined by differential leveling and
 DK1421.adjusted by the NATIONAL GEODETIC SURVEY
 DK1421.in June 1991.
 DK1421
 DK1421.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1421.GEOID18 height accuracy estimate available here.
 DK1421
 DK1421.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT167198(NAD 83)
 DK1421
 DK1421                          SUPERSEDED SURVEY CONTROL
 DK1421
 DK1421  NGVD 29 (11/26/84)   68.395  (m)          224.39   (f) ADJUSTED    2 0
 DK1421
 DK1421.Superseded values are not recommended for survey control.
 DK1421
 DK1421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1421.See file dsdata.pdf to determine how the superseded data were derived.
 DK1421
 DK1421_MARKER: DB = BENCH MARK DISK
 DK1421_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DK1421_STAMPING: C 83 1935
 DK1421_MARK LOGO: CGS
 DK1421_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1421
 DK1421  HISTORY     - Date     Condition        Report By
 DK1421  HISTORY     - 1935     MONUMENTED       CGS
 DK1421  HISTORY     - 20060224 MARK NOT FOUND   ARHD
 DK1421  HISTORY     - 20130701 MARK NOT FOUND   ARHD
 DK1421
 DK1421                          STATION DESCRIPTION
 DK1421
 DK1421'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 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 DEPARTMENT OF TRANSPORTATION 2006 (VJB)
 DK1421'MARK NOT FOUND.
 DK1421
 DK1421                          STATION RECOVERY (2013)
 DK1421
 DK1421'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (JDH)
 DK1421'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0078 ***********************************************************************
 DL0078  DESIGNATION -  C 84
 DL0078  PID         -  DL0078
 DL0078  STATE/COUNTY-  AR/BRADLEY
 DL0078  COUNTRY     -  US
 DL0078  USGS QUAD   -  BANKS (2017)
 DL0078
 DL0078                         *CURRENT SURVEY CONTROL
 DL0078  ______________________________________________________________________
 DL0078* NAD 83(1986) POSITION- 33 34 30.     (N) 092 16 07.     (W)   SCALED
 DL0078* NAVD 88 ORTHO HEIGHT -    62.389 (meters)      204.69  (feet) ADJUSTED
 DL0078  ______________________________________________________________________
 DL0078  GEOID HEIGHT    -        -25.992 (meters)                     GEOID18
 DL0078  DYNAMIC HEIGHT  -         62.324 (meters)      204.47  (feet) COMP
 DL0078  MODELED GRAVITY -    979,602.6   (mgal)                       NAVD 88
 DL0078
 DL0078  VERT ORDER      -  SECOND    CLASS 0
 DL0078
 DL0078.The horizontal coordinates were scaled from a map and have
 DL0078.an estimated accuracy of +/- 6 seconds.
 DL0078
 DL0078.The orthometric height was determined by differential leveling and
 DL0078.adjusted by the NATIONAL GEODETIC SURVEY
 DL0078.in June 1991.
 DL0078
 DL0078.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0078.GEOID18 height accuracy estimate available here.
 DL0078
 DL0078.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT678152(NAD 83)
 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
 DL0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0078.See file dsdata.pdf to determine how the superseded data were derived.
 DL0078
 DL0078_MARKER: DB = BENCH MARK DISK
 DL0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0078_STAMPING: C 84 1935
 DL0078_MARK LOGO: CGS
 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   CGS
 DL0078  HISTORY     - 1964     GOOD             CGS
 DL0078  HISTORY     - 20130627 MARK NOT FOUND   ARHD
 DL0078
 DL0078                          STATION DESCRIPTION
 DL0078
 DL0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 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 COAST AND GEODETIC SURVEY 1964
 DL0078'RECOVERED IN GOOD CONDITION.
 DL0078
 DL0078                          STATION RECOVERY (2013)
 DL0078
 DL0078'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (JDH)
 DL0078'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1261 ***********************************************************************
 FF1261  DESIGNATION -  C 85
 FF1261  PID         -  FF1261
 FF1261  STATE/COUNTY-  AR/WHITE
 FF1261  COUNTRY     -  US
 FF1261  USGS QUAD   -  GREGORY SW (2017)
 FF1261
 FF1261                         *CURRENT SURVEY CONTROL
 FF1261  ______________________________________________________________________
 FF1261* NAD 83(1986) POSITION- 35 07 00.     (N) 091 26 24.     (W)   SCALED
 FF1261* NAVD 88 ORTHO HEIGHT -    60.733 (meters)      199.25  (feet) ADJUSTED
 FF1261  ______________________________________________________________________
 FF1261  GEOID HEIGHT    -        -27.311 (meters)                     GEOID18
 FF1261  DYNAMIC HEIGHT  -         60.678 (meters)      199.07  (feet) COMP
 FF1261  MODELED GRAVITY -    979,722.0   (mgal)                       NAVD 88
 FF1261
 FF1261  VERT ORDER      -  SECOND    CLASS 0
 FF1261
 FF1261.The horizontal coordinates were scaled from a map and have
 FF1261.an estimated accuracy of +/- 6 seconds.
 FF1261
 FF1261.The orthometric height was determined by differential leveling and
 FF1261.adjusted by the NATIONAL GEODETIC SURVEY
 FF1261.in June 1991.
 FF1261
 FF1261.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1261.GEOID18 height accuracy estimate available here.
 FF1261
 FF1261.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU421870(NAD 83)
 FF1261
 FF1261                          SUPERSEDED SURVEY CONTROL
 FF1261
 FF1261  NGVD 29 (11/26/84)   60.702  (m)          199.15   (f) ADJUSTED    2 0
 FF1261
 FF1261.Superseded values are not recommended for survey control.
 FF1261
 FF1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1261.See file dsdata.pdf to determine how the superseded data were derived.
 FF1261
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0596 ***********************************************************************
 FF0596  DESIGNATION -  C 86
 FF0596  PID         -  FF0596
 FF0596  STATE/COUNTY-  AR/CROSS
 FF0596  COUNTRY     -  US
 FF0596  USGS QUAD   -  PARKIN (2017)
 FF0596
 FF0596                         *CURRENT SURVEY CONTROL
 FF0596  ______________________________________________________________________
 FF0596* NAD 83(1986) POSITION- 35 16 01.     (N) 090 33 04.     (W)   SCALED
 FF0596* NAVD 88 ORTHO HEIGHT -    66.166 (meters)      217.08  (feet) POSTED
 FF0596  ______________________________________________________________________
 FF0596  GEOID HEIGHT    -        -27.311 (meters)                     GEOID18
 FF0596  DYNAMIC HEIGHT  -         66.11  (meters)      216.9   (feet) COMP
 FF0596  MODELED GRAVITY -    979,744.6   (mgal)                       NAVD 88
 FF0596
 FF0596  VERT ORDER      -  * POSTED, SEE BELOW
 FF0596
 FF0596.The horizontal coordinates were scaled from a 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
 FF0596.* This is a POSTED BENCH MARK height.
 FF0596
 FF0596.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0596.GEOID18 height accuracy estimate available here.
 FF0596
 FF0596.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV227053(NAD 83)
 FF0596
 FF0596                          SUPERSEDED SURVEY CONTROL
 FF0596
 FF0596  NGVD 29 (11/26/84)   66.156  (m)          217.05   (f) ADJUSTED    2 0
 FF0596
 FF0596.Superseded values are not recommended for survey control.
 FF0596
 FF0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0596.See file dsdata.pdf to determine how the superseded data were derived.
 FF0596
 FF0596_MARKER: DB = BENCH MARK DISK
 FF0596_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF0596_SP_SET: BUILDING
 FF0596_STAMPING: 217.011 C 86 1935
 FF0596_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1402 ***********************************************************************
 FF1402  DESIGNATION -  C 87
 FF1402  PID         -  FF1402
 FF1402  STATE/COUNTY-  AR/PRAIRIE
 FF1402  COUNTRY     -  US
 FF1402  USGS QUAD   -  JASMINE (2017)
 FF1402
 FF1402                         *CURRENT SURVEY CONTROL
 FF1402  ______________________________________________________________________
 FF1402* NAD 83(1986) POSITION- 35 02 52.     (N) 091 34 06.     (W)   SCALED
 FF1402* NAVD 88 ORTHO HEIGHT -    60.024 (meters)      196.93  (feet) ADJUSTED
 FF1402  ______________________________________________________________________
 FF1402  GEOID HEIGHT    -        -27.282 (meters)                     GEOID18
 FF1402  DYNAMIC HEIGHT  -         59.969 (meters)      196.75  (feet) COMP
 FF1402  MODELED GRAVITY -    979,715.1   (mgal)                       NAVD 88
 FF1402
 FF1402  VERT ORDER      -  FIRST     CLASS II
 FF1402
 FF1402.The horizontal coordinates were scaled from a map and have
 FF1402.an estimated accuracy of +/- 6 seconds.
 FF1402
 FF1402.The orthometric height was determined by differential leveling and
 FF1402.adjusted by the NATIONAL GEODETIC SURVEY
 FF1402.in June 1991.
 FF1402
 FF1402.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1402.GEOID18 height accuracy estimate available here.
 FF1402
 FF1402.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU305792(NAD 83)
 FF1402
 FF1402                          SUPERSEDED SURVEY CONTROL
 FF1402
 FF1402  NGVD 29 (11/26/84)   60.009  (m)          196.88   (f) ADJUSTED    1 2
 FF1402
 FF1402.Superseded values are not recommended for survey control.
 FF1402
 FF1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1402.See file dsdata.pdf to determine how the superseded data were derived.
 FF1402
 FF1402_MARKER: DB = BENCH MARK DISK
 FF1402_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF1402_STAMPING: C 87 1935
 FF1402_MARK LOGO: CGS
 FF1402_PROJECTION: PROJECTING 15 CENTIMETERS
 FF1402_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EK0285 ***********************************************************************
 EK0285  DESIGNATION -  C 88
 EK0285  PID         -  EK0285
 EK0285  STATE/COUNTY-  AR/SEVIER
 EK0285  COUNTRY     -  US
 EK0285  USGS QUAD   -  GENEVA (2017)
 EK0285
 EK0285                         *CURRENT SURVEY CONTROL
 EK0285  ______________________________________________________________________
 EK0285* NAD 83(1986) POSITION- 34 02 33.     (N) 094 11 39.     (W)   SCALED
 EK0285* NAVD 88 ORTHO HEIGHT -   106.905 (meters)      350.74  (feet) ADJUSTED
 EK0285  ______________________________________________________________________
 EK0285  GEOID HEIGHT    -        -27.773 (meters)                     GEOID18
 EK0285  DYNAMIC HEIGHT  -        106.796 (meters)      350.38  (feet) COMP
 EK0285  MODELED GRAVITY -    979,617.9   (mgal)                       NAVD 88
 EK0285
 EK0285  VERT ORDER      -  SECOND    CLASS 0
 EK0285
 EK0285.The horizontal coordinates were scaled from a map and have
 EK0285.an estimated accuracy of +/- 6 seconds.
 EK0285
 EK0285.The orthometric height was determined by differential leveling and
 EK0285.adjusted by the NATIONAL GEODETIC SURVEY
 EK0285.in June 1991.
 EK0285
 EK0285.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0285.GEOID18 height accuracy estimate available here.
 EK0285
 EK0285.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT897675(NAD 83)
 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
 EK0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0285.See file dsdata.pdf to determine how the superseded data were derived.
 EK0285
 EK0285_MARKER: DB = BENCH MARK DISK
 EK0285_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EK0285_SP_SET: BRIDGE
 EK0285_STAMPING: C 88 1935
 EK0285_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EK0286 ***********************************************************************
 EK0286  DESIGNATION -  C 88 RESET
 EK0286  PID         -  EK0286
 EK0286  STATE/COUNTY-  AR/SEVIER
 EK0286  COUNTRY     -  US
 EK0286  USGS QUAD   -  GENEVA (2017)
 EK0286
 EK0286                         *CURRENT SURVEY CONTROL
 EK0286  ______________________________________________________________________
 EK0286* NAD 83(1986) POSITION- 34 02 33.     (N) 094 11 39.     (W)   SCALED
 EK0286* NAVD 88 ORTHO HEIGHT -   105.410 (meters)      345.83  (feet) ADJUSTED
 EK0286  ______________________________________________________________________
 EK0286  GEOID HEIGHT    -        -27.773 (meters)                     GEOID18
 EK0286  DYNAMIC HEIGHT  -        105.303 (meters)      345.48  (feet) COMP
 EK0286  MODELED GRAVITY -    979,617.9   (mgal)                       NAVD 88
 EK0286
 EK0286  VERT ORDER      -  SECOND    CLASS 0
 EK0286
 EK0286.The horizontal coordinates were scaled from a map and have
 EK0286.an estimated accuracy of +/- 6 seconds.
 EK0286
 EK0286.The orthometric height was determined by differential leveling and
 EK0286.adjusted by the NATIONAL GEODETIC SURVEY
 EK0286.in June 1991.
 EK0286
 EK0286.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0286.GEOID18 height accuracy estimate available here.
 EK0286
 EK0286.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT897675(NAD 83)
 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
 EK0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0286.See file dsdata.pdf to determine how the superseded data were derived.
 EK0286
 EK0286_MARKER: DB = BENCH MARK DISK
 EK0286_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EK0286_STAMPING: C 88 RESET 1937
 EK0286_MARK LOGO: CGS
 EK0286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0286
 EK0286  HISTORY     - Date     Condition        Report By
 EK0286  HISTORY     - 1937     MONUMENTED       CGS
 EK0286  HISTORY     - 1939     GOOD             CGS
 EK0286  HISTORY     - 1962     MARK NOT FOUND   CGS
 EK0286
 EK0286                          STATION DESCRIPTION
 EK0286
 EK0286'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1962
 EK0286'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EK0212 ***********************************************************************
 EK0212  DESIGNATION -  C 89
 EK0212  PID         -  EK0212
 EK0212  STATE/COUNTY-  AR/POLK
 EK0212  COUNTRY     -  US
 EK0212  USGS QUAD   -  UMPIRE (2017)
 EK0212
 EK0212                         *CURRENT SURVEY CONTROL
 EK0212  ______________________________________________________________________
 EK0212* NAD 83(1986) POSITION- 34 21 40.90   (N) 094 05 58.03   (W)   HD_HELD1
 EK0212* NAVD 88 ORTHO HEIGHT -   323.070 (meters)     1059.94  (feet) ADJUSTED
 EK0212  ______________________________________________________________________
 EK0212  GEOID HEIGHT    -        -28.599 (meters)                     GEOID18
 EK0212  DYNAMIC HEIGHT  -        322.735 (meters)     1058.84  (feet) COMP
 EK0212  MODELED GRAVITY -    979,590.5   (mgal)                       NAVD 88
 EK0212
 EK0212  VERT ORDER      -  SECOND    CLASS 0
 EK0212
 EK0212.The horizontal coordinates were determined by differentially corrected
 EK0212.hand held GPS observations or other comparable positioning techniques
 EK0212.and have an estimated accuracy of +/- 3 meters.
 EK0212
 EK0212.The orthometric height was determined by differential leveling and
 EK0212.adjusted by the NATIONAL GEODETIC SURVEY
 EK0212.in June 1991.
 EK0212
 EK0212.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0212.GEOID18 height accuracy estimate available here.
 EK0212
 EK0212.Click photographs - Photos may exist for this station.
 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     -   589,944.2     206,893.8     MT  (+/- 3 meters HH1 GPS) 
 EK0212
 EK0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU9889702771(NAD 83)
 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
 EK0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0212.See file dsdata.pdf to determine how the superseded data were derived.
 EK0212
 EK0212_MARKER: DB = BENCH MARK DISK
 EK0212_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EK0212_STAMPING: C 89 1935
 EK0212_MARK LOGO: CGS
 EK0212_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0212
 EK0212  HISTORY     - Date     Condition        Report By
 EK0212  HISTORY     - 1935     MONUMENTED       CGS
 EK0212  HISTORY     - 1961     GOOD             CGS
 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FF0958 ***********************************************************************
 FF0958  DESIGNATION -  C 9 RESET
 FF0958  PID         -  FF0958
 FF0958  STATE/COUNTY-  AR/JACKSON
 FF0958  COUNTRY     -  US
 FF0958  USGS QUAD   -  NEWPORT (2017)
 FF0958
 FF0958                         *CURRENT SURVEY CONTROL
 FF0958  ______________________________________________________________________
 FF0958* NAD 83(1986) POSITION- 35 36 15.5    (N) 091 16 58.0    (W)   HD_HELD2
 FF0958* NAVD 88 ORTHO HEIGHT -    68.50  (+/-2cm)      224.7   (feet) VERTCON3
 FF0958  ______________________________________________________________________
 FF0958  GEOID HEIGHT    -        -27.514 (meters)                     GEOID18
 FF0958  VERT ORDER      -  ? (See Below)
 FF0958
 FF0958.The horizontal coordinates were established by autonomous hand held GPS
 FF0958.observations and have an estimated accuracy of +/- 10 meters.
 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
 FF0958.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0958.GEOID18 height accuracy estimate available here.
 FF0958
 FF0958.The vertical order pertains to the NGVD 29 superseded value.
 FF0958
 FF0958.Click photographs - Photos may exist for this station.
 FF0958
 FF0958;                    North         East    Units  Estimated Accuracy
 FF0958;SPC AR N     -   141,240.      464,984.      MT  (+/- 10 meters HH2 GPS)
 FF0958
 FF0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV5554641418(NAD 83)
 FF0958
 FF0958                          SUPERSEDED SURVEY CONTROL
 FF0958
 FF0958  NGVD 29 (11/26/84)   68.435  (m)          224.52   (f) ADJUSTED       
 FF0958
 FF0958.Superseded values are not recommended for survey control.
 FF0958
 FF0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0958.See file dsdata.pdf to determine how the superseded data were derived.
 FF0958
 FF0958_MARKER: DV = VERTICAL CONTROL DISK
 FF0958_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FF0958_SP_SET: STEP
 FF0958_STAMPING: C 9 RESET 1974
 FF0958_MARK LOGO: NGS
 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 = MARCH 20, 2026 22:17:28 EDT
 DL0159 ***********************************************************************
 DL0159  DESIGNATION -  C 92
 DL0159  PID         -  DL0159
 DL0159  STATE/COUNTY-  AR/BRADLEY
 DL0159  COUNTRY     -  US
 DL0159  USGS QUAD   -  HERMITAGE (2017)
 DL0159
 DL0159                         *CURRENT SURVEY CONTROL
 DL0159  ______________________________________________________________________
 DL0159* NAD 83(1986) POSITION- 33 23 40.     (N) 092 09 38.     (W)   SCALED
 DL0159* NAVD 88 ORTHO HEIGHT -    47.332 (meters)      155.29  (feet) ADJUSTED
 DL0159  ______________________________________________________________________
 DL0159  GEOID HEIGHT    -        -26.006 (meters)                     GEOID18
 DL0159  DYNAMIC HEIGHT  -         47.282 (meters)      155.12  (feet) COMP
 DL0159  MODELED GRAVITY -    979,587.6   (mgal)                       NAVD 88
 DL0159
 DL0159  VERT ORDER      -  SECOND    CLASS 0
 DL0159
 DL0159.The horizontal coordinates were scaled from a map and have
 DL0159.an estimated accuracy of +/- 6 seconds.
 DL0159
 DL0159.The orthometric height was determined by differential leveling and
 DL0159.adjusted by the NATIONAL GEODETIC SURVEY
 DL0159.in June 1991.
 DL0159
 DL0159.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0159.GEOID18 height accuracy estimate available here.
 DL0159
 DL0159.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS780953(NAD 83)
 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
 DL0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0159.See file dsdata.pdf to determine how the superseded data were derived.
 DL0159
 DL0159_MARKER: DB = BENCH MARK DISK
 DL0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0159_STAMPING: C 92 1935
 DL0159_MARK LOGO: CGS
 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   CGS
 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 COAST AND GEODETIC SURVEY 1964
 DL0159'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1264 ***********************************************************************
 FG1264  DESIGNATION -  C 93
 FG1264  PID         -  FG1264
 FG1264  STATE/COUNTY-  AR/JOHNSON
 FG1264  COUNTRY     -  US
 FG1264  USGS QUAD   -  COAL HILL (2017)
 FG1264
 FG1264                         *CURRENT SURVEY CONTROL
 FG1264  ______________________________________________________________________
 FG1264* NAD 83(1986) POSITION- 35 27 34.     (N) 093 39 06.     (W)   SCALED
 FG1264* NAVD 88 ORTHO HEIGHT -   168.346 (meters)      552.32  (feet) ADJUSTED
 FG1264  ______________________________________________________________________
 FG1264  GEOID HEIGHT    -        -29.258 (meters)                     GEOID18
 FG1264  DYNAMIC HEIGHT  -        168.190 (meters)      551.80  (feet) COMP
 FG1264  MODELED GRAVITY -    979,707.6   (mgal)                       NAVD 88
 FG1264
 FG1264  VERT ORDER      -  SECOND    CLASS 0
 FG1264
 FG1264.The horizontal coordinates were scaled from a map and have
 FG1264.an estimated accuracy of +/- 6 seconds.
 FG1264
 FG1264.The orthometric height was determined by differential leveling and
 FG1264.adjusted by the NATIONAL GEODETIC SURVEY
 FG1264.in June 1991.
 FG1264
 FG1264.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1264.GEOID18 height accuracy estimate available here.
 FG1264
 FG1264.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV408241(NAD 83)
 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
 FG1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1264.See file dsdata.pdf to determine how the superseded data were derived.
 FG1264
 FG1264_MARKER: DB = BENCH MARK DISK
 FG1264_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG1264_STAMPING: C 93 1935
 FG1264_MARK LOGO: CGS
 FG1264_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1404 ***********************************************************************
 FG1404  DESIGNATION -  C 94
 FG1404  PID         -  FG1404
 FG1404  STATE/COUNTY-  AR/FRANKLIN
 FG1404  COUNTRY     -  US
 FG1404  USGS QUAD   -  HUNT (2017)
 FG1404
 FG1404                         *CURRENT SURVEY CONTROL
 FG1404  ______________________________________________________________________
 FG1404* NAD 83(1986) POSITION- 35 31 39.     (N) 093 44 21.     (W)   SCALED
 FG1404* NAVD 88 ORTHO HEIGHT -   185.395 (meters)      608.25  (feet) ADJUSTED
 FG1404  ______________________________________________________________________
 FG1404  GEOID HEIGHT    -        -29.016 (meters)                     GEOID18
 FG1404  DYNAMIC HEIGHT  -        185.221 (meters)      607.68  (feet) COMP
 FG1404  MODELED GRAVITY -    979,691.8   (mgal)                       NAVD 88
 FG1404
 FG1404  VERT ORDER      -  SECOND    CLASS 0
 FG1404
 FG1404.The horizontal coordinates were scaled from a map and have
 FG1404.an estimated accuracy of +/- 6 seconds.
 FG1404
 FG1404.The orthometric height was determined by differential leveling and
 FG1404.adjusted by the NATIONAL GEODETIC SURVEY
 FG1404.in June 1991.
 FG1404
 FG1404.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1404.GEOID18 height accuracy estimate available here.
 FG1404
 FG1404.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV329317(NAD 83)
 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
 FG1404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1404.See file dsdata.pdf to determine how the superseded data were derived.
 FG1404
 FG1404_MARKER: DB = BENCH MARK DISK
 FG1404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1404_STAMPING: C 94 1935
 FG1404_MARK LOGO: CGS
 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             CGS
 FG1404
 FG1404                          STATION DESCRIPTION
 FG1404
 FG1404'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG1483 ***********************************************************************
 FG1483  DESIGNATION -  C 95
 FG1483  PID         -  FG1483
 FG1483  STATE/COUNTY-  AR/JOHNSON
 FG1483  COUNTRY     -  US
 FG1483  USGS QUAD   -  HUNT (2017)
 FG1483
 FG1483                         *CURRENT SURVEY CONTROL
 FG1483  ______________________________________________________________________
 FG1483* NAD 83(1986) POSITION- 35 37 10.     (N) 093 38 50.     (W)   SCALED
 FG1483* NAVD 88 ORTHO HEIGHT -   591.062 (meters)     1939.18  (feet) ADJUSTED
 FG1483  ______________________________________________________________________
 FG1483  GEOID HEIGHT    -        -28.553 (meters)                     GEOID18
 FG1483  DYNAMIC HEIGHT  -        590.480 (meters)     1937.27  (feet) COMP
 FG1483  MODELED GRAVITY -    979,629.7   (mgal)                       NAVD 88
 FG1483
 FG1483  VERT ORDER      -  SECOND    CLASS 0
 FG1483
 FG1483.The horizontal coordinates were scaled from a map and have
 FG1483.an estimated accuracy of +/- 6 seconds.
 FG1483
 FG1483.The orthometric height was determined by differential leveling and
 FG1483.adjusted by the NATIONAL GEODETIC SURVEY
 FG1483.in June 1991.
 FG1483
 FG1483.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1483.GEOID18 height accuracy estimate available here.
 FG1483
 FG1483.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV413419(NAD 83)
 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
 FG1483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1483.See file dsdata.pdf to determine how the superseded data were derived.
 FG1483
 FG1483_MARKER: DB = BENCH MARK DISK
 FG1483_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG1483_STAMPING: C 95 1935
 FG1483_MARK LOGO: CGS
 FG1483_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG1483
 FG1483  HISTORY     - Date     Condition        Report By
 FG1483  HISTORY     - 1935     MONUMENTED       CGS
 FG1483  HISTORY     - 1959     MARK NOT FOUND   CGS
 FG1483
 FG1483                          STATION DESCRIPTION
 FG1483
 FG1483'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0382 ***********************************************************************
 EJ0382  DESIGNATION -  C 96
 EJ0382  PID         -  EJ0382
 EJ0382  STATE/COUNTY-  AR/SALINE
 EJ0382  COUNTRY     -  US
 EJ0382  USGS QUAD   -  BRYANT (2017)
 EJ0382
 EJ0382                         *CURRENT SURVEY CONTROL
 EJ0382  ______________________________________________________________________
 EJ0382* NAD 83(1986) POSITION- 34 32 24.     (N) 092 25 13.     (W)   SCALED
 EJ0382* NAVD 88 ORTHO HEIGHT -   109.416 (meters)      358.98  (feet) ADJUSTED
 EJ0382  ______________________________________________________________________
 EJ0382  GEOID HEIGHT    -        -26.315 (meters)                     GEOID18
 EJ0382  DYNAMIC HEIGHT  -        109.312 (meters)      358.63  (feet) COMP
 EJ0382  MODELED GRAVITY -    979,679.1   (mgal)                       NAVD 88
 EJ0382
 EJ0382  VERT ORDER      -  SECOND    CLASS 0
 EJ0382
 EJ0382.The horizontal coordinates were scaled from a map and have
 EJ0382.an estimated accuracy of +/- 6 seconds.
 EJ0382
 EJ0382.The orthometric height was determined by differential leveling and
 EJ0382.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0382.in June 1991.
 EJ0382
 EJ0382.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0382.GEOID18 height accuracy estimate available here.
 EJ0382
 EJ0382.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU531221(NAD 83)
 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
 EJ0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0382.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0382
 EJ0382_MARKER: DB = BENCH MARK DISK
 EJ0382_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0382_STAMPING: C 96 1935
 EJ0382_MARK LOGO: CGS
 EJ0382_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0912 ***********************************************************************
 EJ0912  DESIGNATION -  C 98
 EJ0912  PID         -  EJ0912
 EJ0912  STATE/COUNTY-  AR/SALINE
 EJ0912  COUNTRY     -  US
 EJ0912  USGS QUAD   -  HASKELL (2017)
 EJ0912
 EJ0912                         *CURRENT SURVEY CONTROL
 EJ0912  ______________________________________________________________________
 EJ0912* NAD 83(1986) POSITION- 34 36 40.     (N) 092 41 51.     (W)   SCALED
 EJ0912* NAVD 88 ORTHO HEIGHT -   127.978 (meters)      419.87  (feet) ADJUSTED
 EJ0912  ______________________________________________________________________
 EJ0912  GEOID HEIGHT    -        -26.728 (meters)                     GEOID18
 EJ0912  DYNAMIC HEIGHT  -        127.856 (meters)      419.47  (feet) COMP
 EJ0912  MODELED GRAVITY -    979,682.0   (mgal)                       NAVD 88
 EJ0912
 EJ0912  VERT ORDER      -  SECOND    CLASS 0
 EJ0912
 EJ0912.The horizontal coordinates were scaled from a map and have
 EJ0912.an estimated accuracy of +/- 6 seconds.
 EJ0912
 EJ0912.The orthometric height was determined by differential leveling and
 EJ0912.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0912.in June 1991.
 EJ0912
 EJ0912.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0912.GEOID18 height accuracy estimate available here.
 EJ0912
 EJ0912.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU277299(NAD 83)
 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
 EJ0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0912.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0912
 EJ0912_MARKER: DB = BENCH MARK DISK
 EJ0912_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0912_STAMPING: C 98 1935
 EJ0912_MARK LOGO: CGS
 EJ0912_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0228 ***********************************************************************
 EJ0228  DESIGNATION -  C 99
 EJ0228  PID         -  EJ0228
 EJ0228  STATE/COUNTY-  AR/SALINE
 EJ0228  COUNTRY     -  US
 EJ0228  USGS QUAD   -  ALEXANDER (2017)
 EJ0228
 EJ0228                         *CURRENT SURVEY CONTROL
 EJ0228  ______________________________________________________________________
 EJ0228* NAD 83(1986) POSITION- 34 38 13.     (N) 092 28 31.     (W)   SCALED
 EJ0228* NAVD 88 ORTHO HEIGHT -   128.936 (meters)      423.02  (feet) ADJUSTED
 EJ0228  ______________________________________________________________________
 EJ0228  GEOID HEIGHT    -        -26.455 (meters)                     GEOID18
 EJ0228  DYNAMIC HEIGHT  -        128.816 (meters)      422.62  (feet) COMP
 EJ0228  MODELED GRAVITY -    979,700.3   (mgal)                       NAVD 88
 EJ0228
 EJ0228  VERT ORDER      -  SECOND    CLASS 0
 EJ0228
 EJ0228.The horizontal coordinates were scaled from a map and have
 EJ0228.an estimated accuracy of +/- 6 seconds.
 EJ0228
 EJ0228.The orthometric height was determined by differential leveling and
 EJ0228.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0228.in June 1991.
 EJ0228
 EJ0228.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0228.GEOID18 height accuracy estimate available here.
 EJ0228
 EJ0228.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU480329(NAD 83)
 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
 EJ0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0228.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0228
 EJ0228_MARKER: DB = BENCH MARK DISK
 EJ0228_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0228_STAMPING: C 99 1935
 EJ0228_MARK LOGO: CGS
 EJ0228_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0228
 EJ0228  HISTORY     - Date     Condition        Report By
 EJ0228  HISTORY     - 1935     MONUMENTED       CGS
 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'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 (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 = MARCH 20, 2026 22:17:28 EDT
 DS3760 ***********************************************************************
 DS3760  DESIGNATION -  C PORIER
 DS3760  PID         -  DS3760
 DS3760  STATE/COUNTY-  AR/MADISON
 DS3760  COUNTRY     -  US
 DS3760  USGS QUAD   -  HUNTSVILLE (2017)
 DS3760
 DS3760                         *CURRENT SURVEY CONTROL
 DS3760  ______________________________________________________________________
 DS3760* NAD 83(1986) POSITION- 36 07 17.4    (N) 093 43 36.3    (W)   HD_HELD2
 DS3760* NAVD 88 ORTHO HEIGHT -   418.376 (meters)     1372.62  (feet) ADJUSTED
 DS3760  ______________________________________________________________________
 DS3760  GEOID HEIGHT    -        -28.017 (meters)                     GEOID18
 DS3760  DYNAMIC HEIGHT  -        417.997 (meters)     1371.38  (feet) COMP
 DS3760  MODELED GRAVITY -    979,714.8   (mgal)                       NAVD 88
 DS3760
 DS3760  VERT ORDER      -  SECOND    CLASS I
 DS3760
 DS3760.The horizontal coordinates were established by autonomous hand held GPS
 DS3760.observations and have an estimated accuracy of +/- 10 meters.
 DS3760
 DS3760.The orthometric height was determined by differential leveling and
 DS3760.adjusted by the NATIONAL GEODETIC SURVEY
 DS3760.in January 2026.
 DS3760
 DS3760.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3760.GEOID18 height accuracy estimate available here.
 DS3760
 DS3760.Click photographs - Photos may exist for this station.
 DS3760
 DS3760.The dynamic height is computed by dividing the NAVD 88
 DS3760.geopotential number by the normal gravity value computed on the
 DS3760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS3760.degrees latitude (g = 980.6199 gals.).
 DS3760
 DS3760.The modeled gravity was interpolated from observed gravity values.
 DS3760
 DS3760;                    North         East    Units  Estimated Accuracy
 DS3760;SPC AR N     -   199,750.      244,560.      MT  (+/- 10 meters HH2 GPS)
 DS3760
 DS3760_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV3459997669(NAD 83)
 DS3760
 DS3760                          SUPERSEDED SURVEY CONTROL
 DS3760
 DS3760.No superseded survey control is available for this station.
 DS3760
 DS3760_MARKER: DV = VERTICAL CONTROL DISK
 DS3760_SETTING: 80 = SET IN A BOULDER
 DS3760_STAMPING: C PORIER 2025
 DS3760_MARK LOGO: NGS
 DS3760_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DS3760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS3760+STABILITY: SURFACE MOTION
 DS3760_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3760+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2025
 DS3760
 DS3760  HISTORY     - Date     Condition        Report By
 DS3760  HISTORY     - 20250806 MONUMENTED       ARHD
 DS3760
 DS3760                          STATION DESCRIPTION
 DS3760
 DS3760'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2025 (JDH)
 DS3760'THE MARK IS LOCATED ABOUT 4.2 MI (6.8 KM) SOUTH OF FORUM, 4.2 MI (6.8
 DS3760'KM) EAST OF HARTWELL AND 2.6 MI (4.2 KM) NORTH-NORTHEAST OF
 DS3760'HUNTSVILLE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DS3760'
 DS3760'TO REACH FROM THE INTERSECTION OF US HIGHWAY 412 AND STATE HIGHWAY 23,
 DS3760'HEAD EAST ALONG HIGHWAY 412 FOR 0.40 MI (0.64 KM) TO THE STATION ON
 DS3760'THE LEFT, SET IN A LARGE BOULDER.
 DS3760'
 DS3760'IT IS 90 FT (27.4 M) SOUTH OF A REBAR AND PLASTIC CAP CTL, 59 FT (18.0
 DS3760'M) SOUTHWEST OF THE TOP EDGE OF A NOLL AND 20 FT (6.1 M) NORTH OF A
 DS3760'CENTERLINE CUT THROUGH THE HILL.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ3640 ***********************************************************************
 DQ3640  DESIGNATION -  C WARD
 DQ3640  PID         -  DQ3640
 DQ3640  STATE/COUNTY-  AR/VAN BUREN
 DQ3640  COUNTRY     -  US
 DQ3640  USGS QUAD   -  BOTKINBURG (2017)
 DQ3640
 DQ3640                         *CURRENT SURVEY CONTROL
 DQ3640  ______________________________________________________________________
 DQ3640* NAD 83(1986) POSITION- 35 42 09.7    (N) 092 32 43.5    (W)   HD_HELD2
 DQ3640* NAVD 88 ORTHO HEIGHT -   363.300 (meters)     1191.93  (feet) ADJUSTED
 DQ3640  ______________________________________________________________________
 DQ3640  GEOID HEIGHT    -        -27.912 (meters)                     GEOID18
 DQ3640  DYNAMIC HEIGHT  -        362.956 (meters)     1190.80  (feet) COMP
 DQ3640  MODELED GRAVITY -    979,676.6   (mgal)                       NAVD 88
 DQ3640
 DQ3640  VERT ORDER      -  SECOND    CLASS I
 DQ3640
 DQ3640.The horizontal coordinates were established by autonomous hand held GPS
 DQ3640.observations and have an estimated accuracy of +/- 10 meters.
 DQ3640
 DQ3640.The orthometric height was determined by differential leveling and
 DQ3640.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3640.in January 2017.
 DQ3640
 DQ3640.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3640.GEOID18 height accuracy estimate available here.
 DQ3640
 DQ3640.Click photographs - Photos may exist for this station.
 DQ3640
 DQ3640.The dynamic height is computed by dividing the NAVD 88
 DQ3640.geopotential number by the normal gravity value computed on the
 DQ3640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3640.degrees latitude (g = 980.6199 gals.).
 DQ3640
 DQ3640.The modeled gravity was interpolated from observed gravity values.
 DQ3640
 DQ3640;                    North         East    Units  Estimated Accuracy
 DQ3640;SPC AR N     -   152,056.      350,643.      MT  (+/- 10 meters HH2 GPS)
 DQ3640
 DQ3640_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV4112351068(NAD 83)
 DQ3640
 DQ3640                          SUPERSEDED SURVEY CONTROL
 DQ3640
 DQ3640.No superseded survey control is available for this station.
 DQ3640
 DQ3640_MARKER: DV = VERTICAL CONTROL DISK
 DQ3640_SETTING: 66 = SET IN ROCK OUTCROP
 DQ3640_STAMPING: C WARD 2016
 DQ3640_MARK LOGO: NGS
 DQ3640_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ3640_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DQ3640+STABILITY: POSITION/ELEVATION WELL
 DQ3640_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ3640+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2024
 DQ3640
 DQ3640  HISTORY     - Date     Condition        Report By
 DQ3640  HISTORY     - 20160524 MONUMENTED       ARHD
 DQ3640  HISTORY     - 20181212 GOOD             NGS
 DQ3640  HISTORY     - 20240520 GOOD             ARHD
 DQ3640  HISTORY     - 20240522 GOOD             ARHD
 DQ3640
 DQ3640                          STATION DESCRIPTION
 DQ3640
 DQ3640'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 DQ3640'THE STATION IS LOCATED ABOUT 8.8 MI (14.2 KM) SOUTH OF LESLIE, 7.7 MI
 DQ3640'(12.4 KM) WEST OF OLD LEXINGTON AND 1.6 MI (2.6 KM) WEST OF
 DQ3640'BOTKINBURG.  OWNERSHIP--BRIAN-WARD.
 DQ3640'
 DQ3640'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 254,
 DQ3640'GO WEST ON HIGHWAY 254 FOR 4.15 MI (6.68 KM) TO ROCKY HILL COUNTY ROAD
 DQ3640'TURN LEFT AND GO SOUTH ON ROCKY HILL ROAD FOR 1.55 MI (2.49 KM) TO
 DQ3640'MIDGET COUNTY ROAD TURN LEFT AND GO EAST ON MIDGET ROAD FOR 2.1 MI
 DQ3640'(3.4 KM) TO A DOUBLE GATE, GO THRU DOUBLE GATE FOR 0.05 MI (0.08 KM)
 DQ3640'TO THE STATION ON THE RIGHT AT THE CORS.
 DQ3640'
 DQ3640'IT IS 110 FT (33.5 M) EAST OF THE NORTHEAST CORNER OF AN OLD HOMESTEAD
 DQ3640'HOUSE, 96 FT (29.3 M) EAST OF A POWER POLE, 28 FT (8.5 M) SOUTHEAST OF
 DQ3640'THE POWER STATION FOR THE CORS, 19 FT (5.8 M) NORTHEAST OF ROCKY HILL
 DQ3640'CORS AND 12 FT (3.7 M) WEST OF THE DRIVE CENTERLINE.
 DQ3640
 DQ3640                          STATION RECOVERY (2018)
 DQ3640
 DQ3640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2018 (JBW)
 DQ3640'RECOVERED AS DESCRIBED.
 DQ3640
 DQ3640                          STATION RECOVERY (2024)
 DQ3640
 DQ3640'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (JDH)
 DQ3640'RECOVERED AS DESCRIBED.
 DQ3640
 DQ3640                          STATION RECOVERY (2024)
 DQ3640
 DQ3640'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (SCW)
 DQ3640'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1797 ***********************************************************************
 FF1797  DESIGNATION -  CA 21
 FF1797  PID         -  FF1797
 FF1797  STATE/COUNTY-  AR/INDEPENDENCE
 FF1797  COUNTRY     -  US
 FF1797  USGS QUAD   -  NEWARK (2017)
 FF1797
 FF1797                         *CURRENT SURVEY CONTROL
 FF1797  ______________________________________________________________________
 FF1797* NAD 83(1997) POSITION- 35 42 48.62781(N) 091 25 35.60227(W)   NO CHECK
 FF1797* NAVD 88 ORTHO HEIGHT -   108.26  (+/-2cm)      355.2   (feet) VERTCON3
 FF1797  ______________________________________________________________________
 FF1797  GEOID HEIGHT    -        -27.581 (meters)                     GEOID18
 FF1797  LAPLACE CORR    -         -1.66  (seconds)                    DEFLEC18
 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
 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
 FF1797.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1797.GEOID18 height accuracy estimate available here.
 FF1797
 FF1797.The vertical order pertains to the NGVD 29 superseded value.
 FF1797
 FF1797.Click photographs - Photos may exist for this station.
 FF1797
 FF1797.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1797
 FF1797. The following values were computed from the NAD 83(1997) position.
 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     -   0.99998734  x   0.99993847  =   0.99992581
 FF1797!UTM  15      -   0.99998734  x   0.99984962  =   0.99983696
 FF1797
 FF1797_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV4232753313(NAD 83)
 FF1797
 FF1797                          SUPERSEDED SURVEY CONTROL
 FF1797
 FF1797  NAD 83(1995)-  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             108.18   (m)          354.9    (f) LEVELING    3  
 FF1797
 FF1797.Superseded values are not recommended for survey control.
 FF1797
 FF1797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1797.See file dsdata.pdf to determine how the superseded data were derived.
 FF1797
 FF1797_MARKER: DB = BENCH MARK DISK
 FF1797_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF1797_STAMPING: CA 21 1952
 FF1797_MARK LOGO: USGS
 FF1797_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1797
 FF1797  HISTORY     - Date     Condition        Report By
 FF1797  HISTORY     - 1952     MONUMENTED       USGS
 FF1797
 FF1797                          STATION DESCRIPTION
 FF1797
 FF1797'DESCRIBED BY US GEOLOGICAL SURVEY 1952 (JCM)
 FF1797'THE STATION IS ABOUT 1 MILE NORTHEAST OF NEWARK, 100 YARDS SOUTH OF A
 FF1797'GRAVEL ROAD, 250 FEET EAST OF THE SOUTHEAST CORNER OF A BARN AND 1
 FF1797'FOOT SOUTH OF A WIRE FENCE.
 FF1797'
 FF1797'A TRAVERSE MEASUREMENT WAS MADE TO TRIANGULATION STATION NEWARK AND
 FF1797'THE DISTANCE WAS FOUND TO BE 185.06 FEET 56.407 METERS WEST OF THE
 FF1797'TRIANGULATION STATION.  IT IS A STANDARD U.S. GEOLOGICAL BENCH MARK
 FF1797'DISK SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST AND THE DISK IS
 FF1797'STAMPED CA 21 1952.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0685 ***********************************************************************
 GF0685  DESIGNATION -  CAA TRANSIT POINT ONE
 GF0685  PID         -  GF0685
 GF0685  STATE/COUNTY-  AR/BAXTER
 GF0685  COUNTRY     -  US
 GF0685  USGS QUAD   -  MOUNTAIN HOME WEST (2017)
 GF0685
 GF0685                         *CURRENT SURVEY CONTROL
 GF0685  ______________________________________________________________________
 GF0685* NAD 83(1997) POSITION- 36 17 58.66641(N) 092 27 30.22850(W)   ADJUSTED
 GF0685* NAVD 88 ORTHO HEIGHT -   239.    (meters)      784.    (feet) SCALED
 GF0685  ______________________________________________________________________
 GF0685  GEOID HEIGHT    -        -28.439 (meters)                     GEOID18
 GF0685  LAPLACE CORR    -          1.20  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0685.GEOID18 height accuracy estimate available here.
 GF0685
 GF0685.Click photographs - Photos may exist for this station.
 GF0685
 GF0685.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0685
 GF0685. The following values were computed from the NAD 83(1997) position.
 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     -   0.99996694  x   1.00001378  =   0.99998072
 GF0685!UTM  15      -   0.99996694  x   0.99962913  =   0.99959608
 GF0685
 GF0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA4862817318(NAD 83)
 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
 GF0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0685.See file dsdata.pdf to determine how the superseded data were derived.
 GF0685
 GF0685_MARKER: DD = SURVEY DISK
 GF0685_SETTING: 7 = SET IN TOP OF 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 = MARCH 20, 2026 22:17:28 EDT
 GF0683 ***********************************************************************
 GF0683  DESIGNATION -  CAA TRANSIT POINT TWO
 GF0683  PID         -  GF0683
 GF0683  STATE/COUNTY-  AR/BAXTER
 GF0683  COUNTRY     -  US
 GF0683  USGS QUAD   -  MOUNTAIN HOME WEST (2017)
 GF0683
 GF0683                         *CURRENT SURVEY CONTROL
 GF0683  ______________________________________________________________________
 GF0683* NAD 83(1997) POSITION- 36 17 57.77886(N) 092 27 30.50961(W)   ADJUSTED
 GF0683* NAVD 88 ORTHO HEIGHT -   239.    (meters)      784.    (feet) SCALED
 GF0683  ______________________________________________________________________
 GF0683  GEOID HEIGHT    -        -28.439 (meters)                     GEOID18
 GF0683  LAPLACE CORR    -          1.20  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0683.GEOID18 height accuracy estimate available here.
 GF0683
 GF0683.Click photographs - Photos may exist for this station.
 GF0683
 GF0683.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0683
 GF0683. The following values were computed from the NAD 83(1997) position.
 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     -   0.99996694  x   1.00001372  =   0.99998066
 GF0683!UTM  15      -   0.99996694  x   0.99962913  =   0.99959608
 GF0683
 GF0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA4862117291(NAD 83)
 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
 GF0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0683.See file dsdata.pdf to determine how the superseded data were derived.
 GF0683
 GF0683_MARKER: DD = SURVEY DISK
 GF0683_SETTING: 7 = SET IN TOP OF 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 = MARCH 20, 2026 22:17:28 EDT
 FG1867 ***********************************************************************
 FG1867  DESIGNATION -  CABIN
 FG1867  PID         -  FG1867
 FG1867  STATE/COUNTY-  AR/JOHNSON
 FG1867  COUNTRY     -  US
 FG1867  USGS QUAD   -  CLARKSVILLE (2017)
 FG1867
 FG1867                         *CURRENT SURVEY CONTROL
 FG1867  ______________________________________________________________________
 FG1867* NAD 83(1997) POSITION- 35 25 57.58254(N) 093 24 34.93131(W)   ADJUSTED
 FG1867* NAVD 88 ORTHO HEIGHT -   164.1   (meters)      538.    (feet) VERTCON3
 FG1867  ______________________________________________________________________
 FG1867  GEOID HEIGHT    -        -29.211 (meters)                     GEOID18
 FG1867  LAPLACE CORR    -          0.79  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1867.GEOID18 height accuracy estimate available here.
 FG1867
 FG1867.Click photographs - Photos may exist for this station.
 FG1867
 FG1867.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1867
 FG1867. The following values were computed from the NAD 83(1997) position.
 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  =   0.99991825
 FG1867!UTM  15      -   0.99997882  x   0.99961704  =   0.99959587
 FG1867
 FG1867:                Primary Azimuth Mark                     Grid Az
 FG1867:SPC AR N     -  CABIN AZ MK                              301 40 38.7
 FG1867:UTM  15      -  CABIN AZ MK                              301 05 40.7
 FG1867
 FG1867_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV6281121102(NAD 83)
 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(1993)-  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
 FG1867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1867.See file dsdata.pdf to determine how the superseded data were derived.
 FG1867
 FG1867_MARKER: DS = TRIANGULATION STATION DISK
 FG1867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1867_STAMPING: CABIN 1971
 FG1867_MARK LOGO: CGS
 FG1867_PROJECTION: RECESSED 3 CENTIMETERS
 FG1867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1867+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2930 ***********************************************************************
 EH2930  DESIGNATION -  CACHE
 EH2930  PID         -  EH2930
 EH2930  STATE/COUNTY-  AR/MONROE
 EH2930  COUNTRY     -  US
 EH2930  USGS QUAD   -  DE VALLS BLUFF SE (2017)
 EH2930
 EH2930                         *CURRENT SURVEY CONTROL
 EH2930  ______________________________________________________________________
 EH2930* NAD 83(1997) POSITION- 34 46 01.25856(N) 091 16 48.42252(W)   ADJUSTED
 EH2930* NAVD 88 ORTHO HEIGHT -    57.    (meters)      187.    (feet) SCALED
 EH2930  ______________________________________________________________________
 EH2930  GEOID HEIGHT    -        -26.842 (meters)                     GEOID18
 EH2930  LAPLACE CORR    -          0.85  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2930.GEOID18 height accuracy estimate available here.
 EH2930
 EH2930.Click photographs - Photos may exist for this station.
 EH2930
 EH2930.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2930
 EH2930. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 EH2930:SPC AR S     -  CACHE AZ MK                              269 03 51.5
 EH2930:UTM  15      -  CACHE AZ MK                              268 29 10.6
 EH2930
 EH2930_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU5739448553(NAD 83)
 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
 EH2930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2930.See file dsdata.pdf to determine how the superseded data were derived.
 EH2930
 EH2930_MARKER: DS = TRIANGULATION STATION DISK
 EH2930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2930_STAMPING: CACHE 1965
 EH2930_MARK LOGO: CGS
 EH2930_PROJECTION: RECESSED 3 CENTIMETERS
 EH2930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2930+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GE1036 ***********************************************************************
 GE1036  DESIGNATION -  CACHE
 GE1036  PID         -  GE1036
 GE1036  STATE/COUNTY-  AR/LAWRENCE
 GE1036  COUNTRY     -  US
 GE1036  USGS QUAD   -  WALNUT RIDGE SE (2017)
 GE1036
 GE1036                         *CURRENT SURVEY CONTROL
 GE1036  ______________________________________________________________________
 GE1036* NAD 83(1997) POSITION- 36 07 01.58666(N) 090 50 29.78309(W)   ADJUSTED
 GE1036* NAVD 88 ORTHO HEIGHT -    81.94  (+/-2cm)      268.8   (feet) VERTCON3
 GE1036  ______________________________________________________________________
 GE1036  GEOID HEIGHT    -        -28.134 (meters)                     GEOID18
 GE1036  LAPLACE CORR    -         -0.89  (seconds)                    DEFLEC18
 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
 GE1036.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE1036.GEOID18 height accuracy estimate available here.
 GE1036
 GE1036.The vertical order pertains to the NGVD 29 superseded value.
 GE1036
 GE1036.Click photographs - Photos may exist for this station.
 GE1036
 GE1036.The Laplace correction was computed from DEFLEC18 derived deflections.
 GE1036
 GE1036. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999155  x   0.99997909  =   0.99997064
 GE1036!UTM  15      -   0.99999155  x   1.00006498  =   1.00005653
 GE1036
 GE1036:                Primary Azimuth Mark                     Grid Az
 GE1036:SPC AR N     -  CACHE AZ MK                              272 21 23.4
 GE1036:UTM  15      -  CACHE AZ MK                              271 45 28.5
 GE1036
 GE1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV9425799094(NAD 83)
 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              81.88   (m)          268.6    (f) LEVELING    3  
 GE1036
 GE1036.Superseded values are not recommended for survey control.
 GE1036
 GE1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1036.See file dsdata.pdf to determine how the superseded data were derived.
 GE1036
 GE1036_MARKER: DS = TRIANGULATION STATION DISK
 GE1036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE1036_STAMPING: CACHE 1953
 GE1036_MARK LOGO: CGS
 GE1036_PROJECTION: FLUSH
 GE1036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE1036+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1969 ***********************************************************************
 EJ1969  DESIGNATION -  CADDO
 EJ1969  PID         -  EJ1969
 EJ1969  STATE/COUNTY-  AR/CLARK
 EJ1969  COUNTRY     -  US
 EJ1969  USGS QUAD   -  CADDO VALLEY (2017)
 EJ1969
 EJ1969                         *CURRENT SURVEY CONTROL
 EJ1969  ______________________________________________________________________
 EJ1969* NAD 83(1997) POSITION- 34 10 41.67226(N) 093 04 14.47212(W)   ADJUSTED
 EJ1969* NAVD 88 ORTHO HEIGHT -    62.    (meters)      203.    (feet) SCALED
 EJ1969  ______________________________________________________________________
 EJ1969  GEOID HEIGHT    -        -26.851 (meters)                     GEOID18
 EJ1969  LAPLACE CORR    -          2.10  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1969.GEOID18 height accuracy estimate available here.
 EJ1969
 EJ1969.Click photographs - Photos may exist for this station.
 EJ1969
 EJ1969.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1969
 EJ1969. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999448  x   0.99992161  =   0.99991609
 EJ1969!UTM  15      -   0.99999448  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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT9348581921(NAD 83)
 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
 EJ1969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1969.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1969
 EJ1969_MARKER: DS = TRIANGULATION STATION DISK
 EJ1969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1969_STAMPING: CADDO 1941
 EJ1969_MARK LOGO: CGS
 EJ1969_PROJECTION: RECESSED 30 CENTIMETERS
 EJ1969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1969+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ2000 ***********************************************************************
 EJ2000  DESIGNATION -  CADDO
 EJ2000  PID         -  EJ2000
 EJ2000  STATE/COUNTY-  AR/MONTGOMERY
 EJ2000  COUNTRY     -  US
 EJ2000  USGS QUAD   -  CADDO GAP (2017)
 EJ2000
 EJ2000                         *CURRENT SURVEY CONTROL
 EJ2000  ______________________________________________________________________
 EJ2000* NAD 83(1997) POSITION- 34 24 19.58229(N) 093 37 22.66707(W)   ADJUSTED
 EJ2000* NAVD 88 ORTHO HEIGHT -   199.3   (meters)      654.    (feet) VERTCON3
 EJ2000  ______________________________________________________________________
 EJ2000  GEOID HEIGHT    -        -28.034 (meters)                     GEOID18
 EJ2000  LAPLACE CORR    -          2.46  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ2000.GEOID18 height accuracy estimate available here.
 EJ2000
 EJ2000.Click photographs - Photos may exist for this station.
 EJ2000
 EJ2000.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ2000
 EJ2000. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 EJ2000:SPC AR S     -  HIGH                                     013 02 31.5
 EJ2000:UTM  15      -  HIGH                                     012 29 08.6
 EJ2000
 EJ2000_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU4274507287(NAD 83)
 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(1993)-  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
 EJ2000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2000.See file dsdata.pdf to determine how the superseded data were derived.
 EJ2000
 EJ2000_MARKER: DS = TRIANGULATION STATION DISK
 EJ2000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ2000_STAMPING: CADDO 1956
 EJ2000_MARK LOGO: CGS
 EJ2000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ2000+STABILITY: SURFACE MOTION
 EJ2000_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EJ2000+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2013
 EJ2000
 EJ2000  HISTORY     - Date     Condition        Report By
 EJ2000  HISTORY     - 1956     MONUMENTED       CGS
 EJ2000  HISTORY     - 1961     GOOD             CGS
 EJ2000  HISTORY     - 20040701 GOOD             ARHD
 EJ2000  HISTORY     - 20130725 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 DEPARTMENT OF TRANSPORTATION 2004 (WDA)
 EJ2000'NOT SUITABLE FOR GPS DUE TO HEAVY TREE CANOPY.  FOUND RM 1 IN GOOD
 EJ2000'CONDITION.  OTHERS NOT SEARCHED FOR.
 EJ2000
 EJ2000                          STATION RECOVERY (2013)
 EJ2000
 EJ2000'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (CAW)
 EJ2000'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EK0836 ***********************************************************************
 EK0836  DESIGNATION -  CAIRN
 EK0836  PID         -  EK0836
 EK0836  STATE/COUNTY-  AR/POLK
 EK0836  COUNTRY     -  US
 EK0836  USGS QUAD   -  RICH MOUNTAIN (2017)
 EK0836
 EK0836                         *CURRENT SURVEY CONTROL
 EK0836  ______________________________________________________________________
 EK0836* NAD 83(1997) POSITION- 34 42 42.60470(N) 094 22 05.60945(W)   ADJUSTED
 EK0836  ______________________________________________________________________
 EK0836  GEOID HEIGHT    -        -30.817 (meters)                     GEOID18
 EK0836  LAPLACE CORR    -          3.14  (seconds)                    DEFLEC18
 EK0836  HORZ ORDER      -  THIRD
 EK0836
 EK0836.The horizontal coordinates were established by classical geodetic methods
 EK0836.and adjusted by the National Geodetic Survey in September 1999.
 EK0836
 EK0836.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0836.GEOID18 height accuracy estimate available here.
 EK0836
 EK0836.Click photographs - Photos may exist for this station.
 EK0836
 EK0836.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0836
 EK0836. The following values were computed from the NAD 83(1997) position.
 EK0836
 EK0836;                    North         East     Units Scale Factor Converg.
 EK0836;SPC AR S     -   629,350.348   183,075.814   MT  0.99998823   -1 19 31.7
 EK0836;SPC AR S     - 2,064,793.60    600,641.23   sFT  0.99998823   -1 19 31.7
 EK0836;SPC OK S     -   158,892.448   932,603.944   MT  0.99993841   +2 03 41.2
 EK0836;SPC OK S     -   521,299.64  3,059,718.11   sFT  0.99993841   +2 03 41.2
 EK0836;UTM  15      - 3,841,939.374   374,706.874   MT  0.99979349   -0 46 45.3
 EK0836
 EK0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU7470641939(NAD 83)
 EK0836
 EK0836                          SUPERSEDED SURVEY CONTROL
 EK0836
 EK0836  NAD 83(1993)-  34 42 42.60782(N)    094 22 05.60937(W) AD(       ) 3
 EK0836  NAD 83(1986)-  34 42 42.60993(N)    094 22 05.60355(W) AD(       ) 3
 EK0836  NAD 27      -  34 42 42.22200(N)    094 22 04.84400(W) AD(       ) 3
 EK0836
 EK0836.Superseded values are not recommended for survey control.
 EK0836
 EK0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0836.See file dsdata.pdf to determine how the superseded data were derived.
 EK0836
 EK0836_MARKER: 72 = CAIRN
 EK0836_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0836
 EK0836  HISTORY     - Date     Condition        Report By
 EK0836  HISTORY     - 1930     FIRST OBSERVED   USGS
 EK0836
 EK0836                          STATION DESCRIPTION
 EK0836
 EK0836'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL1481 ***********************************************************************
 DL1481  DESIGNATION -  CALHOUN
 DL1481  PID         -  DL1481
 DL1481  STATE/COUNTY-  AR/COLUMBIA
 DL1481  COUNTRY     -  US
 DL1481  USGS QUAD   -  CALHOUN (2017)
 DL1481
 DL1481                         *CURRENT SURVEY CONTROL
 DL1481  ______________________________________________________________________
 DL1481* NAD 83(1997) POSITION- 33 13 21.34505(N) 093 09 09.58892(W)   ADJUSTED
 DL1481* NAVD 88 ORTHO HEIGHT -   115.    (meters)      377.    (feet) SCALED
 DL1481  ______________________________________________________________________
 DL1481  GEOID HEIGHT    -        -26.353 (meters)                     GEOID18
 DL1481  LAPLACE CORR    -          0.58  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1481.GEOID18 height accuracy estimate available here.
 DL1481
 DL1481.Click photographs - Photos may exist for this station.
 DL1481
 DL1481.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1481
 DL1481. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS8577475974(NAD 83)
 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(1993)-  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
 DL1481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1481.See file dsdata.pdf to determine how the superseded data were derived.
 DL1481
 DL1481_MARKER: DS = TRIANGULATION STATION DISK
 DL1481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1481_STAMPING: CALHOUN 1950
 DL1481_MARK LOGO: CGS
 DL1481_PROJECTION: FLUSH
 DL1481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1481+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DL0243 ***********************************************************************
 DL0243  DESIGNATION -  CALION
 DL0243  PID         -  DL0243
 DL0243  STATE/COUNTY-  AR/UNION
 DL0243  COUNTRY     -  US
 DL0243  USGS QUAD   -  CALION (2017)
 DL0243
 DL0243                         *CURRENT SURVEY CONTROL
 DL0243  ______________________________________________________________________
 DL0243* NAD 83(1997) POSITION- 33 18 47.70827(N) 092 31 20.06590(W)   ADJUSTED
 DL0243* NAVD 88 ORTHO HEIGHT -    62.148 (meters)      203.90  (feet) ADJUSTED
 DL0243  ______________________________________________________________________
 DL0243  GEOID HEIGHT    -        -26.280 (meters)                     GEOID18
 DL0243  LAPLACE CORR    -          0.27  (seconds)                    DEFLEC18
 DL0243  DYNAMIC HEIGHT  -         62.082 (meters)      203.68  (feet) COMP
 DL0243  MODELED GRAVITY -    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 and
 DL0243.adjusted by the NATIONAL GEODETIC SURVEY
 DL0243.in September 2023.
 DL0243
 DL0243.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0243.GEOID18 height accuracy estimate available here.
 DL0243
 DL0243.Click photographs - Photos may exist for this station.
 DL0243
 DL0243.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS4447286116(NAD 83)
 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(1993)-  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  NAVD 88 (06/15/91)   62.149  (m)          203.90   (f) SUPERSEDED  1 2
 DL0243  NGVD 29 (??/??/92)   62.190  (m)          204.04   (f) ADJ UNCH    1 2
 DL0243  NGVD 29              62.19   (m)          204.0    (f) LEVELING    3  
 DL0243
 DL0243.Superseded values are not recommended for survey control.
 DL0243
 DL0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0243.See file dsdata.pdf to determine how the superseded data were derived.
 DL0243
 DL0243_MARKER: DS = TRIANGULATION STATION DISK
 DL0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0243_STAMPING: CALION 1952
 DL0243_MARK LOGO: CGS
 DL0243_PROJECTION: PROJECTING 5 CENTIMETERS
 DL0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0243+STABILITY: SURFACE MOTION
 DL0243_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL0243+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2022
 DL0243
 DL0243  HISTORY     - Date     Condition        Report By
 DL0243  HISTORY     - 1952     MONUMENTED       CGS
 DL0243  HISTORY     - 1960     GOOD             CGS
 DL0243  HISTORY     - 1964     GOOD             CGS
 DL0243  HISTORY     - 1964     GOOD             CGS
 DL0243  HISTORY     - 1981     GOOD             MJH
 DL0243  HISTORY     - 20090225 GOOD             ARHD
 DL0243  HISTORY     - 20220924 GOOD             ARHD
 DL0243
 DL0243                          STATION DESCRIPTION
 DL0243
 DL0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RCD)
 DL0243'THE STATION IS IN SECTION 23, T16, R14W, ON A HIGH BLUFF ON THE SOUTH
 DL0243'EDGE OF THE OUACHITA RIVER, 11 MILES NORTHEAST OF EL DORADO, 1.5 MILES
 DL0243'SOUTHEAST OF THE SMALL SETTLEMENT OF CALION, 137 FEET WEST OF THE
 DL0243'CENTER OF A GRAVELED ROAD AND 110 FEET SOUTHWEST OF A POWER LINE POLE.
 DL0243'
 DL0243'TO REACH THE STATION FROM THE RAILROAD DEPOT IN CALION, GO EAST AND
 DL0243'SOUTHEASTERLY ON THE MAIN PAVED AND GRAVELED ROAD FOR 2.55 MILES TO
 DL0243'T-JUNCTION, TURN SHARP LEFT (NORTHERLY) FOR 0.15 MILE TO A CEMETERY ON
 DL0243'THE RIGHT AND THE STATION ON THE LEFT AS DESCRIBED.
 DL0243'
 DL0243'THE STATION MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 DL0243'CALION 1952.
 DL0243'
 DL0243'REFERENCE MARK NO. 1 IS 106 FEET WEST OF THE CENTER OF THE ROAD AND 66
 DL0243'FEET WEST OF A POWER LINE POLE.  IT PROJECTS 6 INCHES AND THE DISK IS
 DL0243'STAMPED CALION NO 1 1952.
 DL0243'
 DL0243'REFERENCE MARK NO. 2 IS 96 FEET WEST OF THE CENTER OF THE ROAD.  IT IS
 DL0243'FLUSH WITH THE GROUND AND THE DISK IS STAMPED CALION NO 2 1952.
 DL0243'
 DL0243'NO SUITABLE LOCATION COULD BE FOUND TO ESTABLISH AN AZIMUTH MARK.
 DL0243'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 DL0243
 DL0243                          STATION RECOVERY (1960)
 DL0243
 DL0243'RECOVERY NOTE BY COAST AND 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 COAST AND GEODETIC SURVEY 1964
 DL0243'RECOVERED IN GOOD CONDITION.
 DL0243
 DL0243                          STATION RECOVERY (1981)
 DL0243
 DL0243'RECOVERY NOTE BY MITCHELL JONES AND HARDEN INCO 1981 (ED)
 DL0243'CALION 1952 RECOVERED GOOD.  REF. MARKS NOT SEARCHED FOR.  DISTANCE
 DL0243'AND DIRECTION FROM NEAREST TOWN--11 MI. NORTHEAST OF EL DORADO.  1.5
 DL0243'MI. S.E. OF CALION.
 DL0243
 DL0243                          STATION RECOVERY (2009)
 DL0243
 DL0243'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2009 (VJB)
 DL0243'RM 1 NOT RECOVERED RM 2 GOOD. NEW WITNESS POST 1 FOOT WEST OF STATION.
 DL0243'
 DL0243
 DL0243                          STATION RECOVERY (2022)
 DL0243
 DL0243'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2022 (JDH)
 DL0243'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0245 ***********************************************************************
 DL0245  DESIGNATION -  CALION RM 1
 DL0245  PID         -  DL0245
 DL0245  STATE/COUNTY-  AR/UNION
 DL0245  COUNTRY     -  US
 DL0245  USGS QUAD   -  CALION (2017)
 DL0245
 DL0245                         *CURRENT SURVEY CONTROL
 DL0245  ______________________________________________________________________
 DL0245* NAD 83(1986) POSITION- 33 18 48.31   (N) 092 31 19.67   (W)   HD_HELD1
 DL0245* NAVD 88 ORTHO HEIGHT -    61.374 (meters)      201.36  (feet) ADJUSTED
 DL0245  ______________________________________________________________________
 DL0245  GEOID HEIGHT    -        -26.280 (meters)                     GEOID18
 DL0245  DYNAMIC HEIGHT  -         61.309 (meters)      201.14  (feet) COMP
 DL0245  MODELED GRAVITY -    979,576.2   (mgal)                       NAVD 88
 DL0245
 DL0245  VERT ORDER      -  FIRST     CLASS II
 DL0245
 DL0245.The horizontal coordinates were determined by differentially corrected
 DL0245.hand held GPS observations or other comparable positioning techniques
 DL0245.and have an estimated accuracy of +/- 3 meters.
 DL0245
 DL0245.The orthometric height was determined by differential leveling and
 DL0245.adjusted by the NATIONAL GEODETIC SURVEY
 DL0245.in September 2023.
 DL0245
 DL0245.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0245.GEOID18 height accuracy estimate available here.
 DL0245
 DL0245.Click photographs - Photos may exist for this station.
 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     -   471,858.0     351,378.8     MT  (+/- 3 meters HH1 GPS) 
 DL0245
 DL0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS4448286135(NAD 83)
 DL0245
 DL0245                          SUPERSEDED SURVEY CONTROL
 DL0245
 DL0245  NAVD 88 (06/15/91)   61.374  (m)          201.36   (f) SUPERSEDED  1 2
 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
 DL0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0245.See file dsdata.pdf to determine how the superseded data were derived.
 DL0245
 DL0245_MARKER: DR = REFERENCE MARK DISK
 DL0245_SETTING: 7 = 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             CGS
 DL0245  HISTORY     - 1964     GOOD             CGS
 DL0245
 DL0245                          STATION DESCRIPTION
 DL0245
 DL0245'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1964
 DL0245'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0242 ***********************************************************************
 DL0242  DESIGNATION -  CALION RM 2
 DL0242  PID         -  DL0242
 DL0242  STATE/COUNTY-  AR/UNION
 DL0242  COUNTRY     -  US
 DL0242  USGS QUAD   -  CALION (2017)
 DL0242
 DL0242                         *CURRENT SURVEY CONTROL
 DL0242  ______________________________________________________________________
 DL0242* NAD 83(1986) POSITION- 33 18 47.31   (N) 092 31 19.65   (W)   HD_HELD1
 DL0242* NAVD 88 ORTHO HEIGHT -    61.867 (meters)      202.98  (feet) ADJUSTED
 DL0242  ______________________________________________________________________
 DL0242  GEOID HEIGHT    -        -26.280 (meters)                     GEOID18
 DL0242  DYNAMIC HEIGHT  -         61.801 (meters)      202.76  (feet) COMP
 DL0242  MODELED GRAVITY -    979,576.2   (mgal)                       NAVD 88
 DL0242
 DL0242  VERT ORDER      -  FIRST     CLASS II
 DL0242
 DL0242.The horizontal coordinates were determined by differentially corrected
 DL0242.hand held GPS observations or other comparable positioning techniques
 DL0242.and have an estimated accuracy of +/- 3 meters.
 DL0242
 DL0242.The orthometric height was determined by differential leveling and
 DL0242.adjusted by the NATIONAL GEODETIC SURVEY
 DL0242.in September 2023.
 DL0242
 DL0242.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0242.GEOID18 height accuracy estimate available here.
 DL0242
 DL0242.Click photographs - Photos may exist for this station.
 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     -   471,827.2     351,379.2     MT  (+/- 3 meters HH1 GPS) 
 DL0242
 DL0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS4448286104(NAD 83)
 DL0242
 DL0242                          SUPERSEDED SURVEY CONTROL
 DL0242
 DL0242  NAVD 88 (06/15/91)   61.867  (m)          202.98   (f) SUPERSEDED  1 2
 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
 DL0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0242.See file dsdata.pdf to determine how the superseded data were derived.
 DL0242
 DL0242_MARKER: DR = REFERENCE MARK DISK
 DL0242_SETTING: 7 = 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL0242+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2009
 DL0242
 DL0242  HISTORY     - Date     Condition        Report By
 DL0242  HISTORY     - 1952     MONUMENTED       CGS
 DL0242  HISTORY     - 1960     GOOD             CGS
 DL0242  HISTORY     - 1964     GOOD             CGS
 DL0242  HISTORY     - 20090225 GOOD             ARHD
 DL0242
 DL0242                          STATION DESCRIPTION
 DL0242
 DL0242'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1964
 DL0242'RECOVERED IN GOOD CONDITION.
 DL0242
 DL0242                          STATION RECOVERY (2009)
 DL0242
 DL0242'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2009 (VJB)
 DL0242'COULD BE USED FOR GPS IF MINIMAL CLEARING IS DONE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0509 ***********************************************************************
 EJ0509  DESIGNATION -  CALL
 EJ0509  PID         -  EJ0509
 EJ0509  STATE/COUNTY-  AR/JEFFERSON
 EJ0509  COUNTRY     -  US
 EJ0509  USGS QUAD   -  REDFIELD (2017)
 EJ0509
 EJ0509                         *CURRENT SURVEY CONTROL
 EJ0509  ______________________________________________________________________
 EJ0509* NAD 83(1986) POSITION- 34 25 51.8    (N) 092 10 45.4    (W)   HD_HELD2
 EJ0509* NAVD 88 ORTHO HEIGHT -    98.135 (meters)      321.96  (feet) ADJUSTED
 EJ0509  ______________________________________________________________________
 EJ0509  GEOID HEIGHT    -        -26.081 (meters)                     GEOID18
 EJ0509  DYNAMIC HEIGHT  -         98.042 (meters)      321.66  (feet) COMP
 EJ0509  MODELED GRAVITY -    979,687.3   (mgal)                       NAVD 88
 EJ0509
 EJ0509  VERT ORDER      -  FIRST     CLASS II
 EJ0509
 EJ0509.The horizontal coordinates were established by autonomous hand held GPS
 EJ0509.observations and have an estimated accuracy of +/- 10 meters.
 EJ0509
 EJ0509.The orthometric height was determined by differential leveling and
 EJ0509.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0509.in June 1991.
 EJ0509
 EJ0509.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0509.GEOID18 height accuracy estimate available here.
 EJ0509
 EJ0509.Click photographs - Photos may exist for this station.
 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     -   595,709.      383,523.      MT  (+/- 10 meters HH2 GPS)
 EJ0509
 EJ0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7540710257(NAD 83)
 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
 EJ0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0509.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0509
 EJ0509_MARKER: DD = SURVEY DISK
 EJ0509_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0509_STAMPING: CALL
 EJ0509_MARK LOGO: CGS+SS
 EJ0509_PROJECTION: PROJECTING 13 CENTIMETERS
 EJ0509_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0509_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EJ0509+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2012
 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  HISTORY     - 20120306 GOOD             JCLS
 EJ0509
 EJ0509                          STATION DESCRIPTION
 EJ0509
 EJ0509'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1934 (GCB)
 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.
 EJ0509
 EJ0509                          STATION RECOVERY (2012)
 EJ0509
 EJ0509'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2012 (MRY)
 EJ0509'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FE2733 ***********************************************************************
 FE2733  DESIGNATION -  CALUMET
 FE2733  PID         -  FE2733
 FE2733  STATE/COUNTY-  AR/MISSISSIPPI
 FE2733  COUNTRY     -  US
 FE2733  USGS QUAD   -  BLYTHEVILLE (2017)
 FE2733
 FE2733                         *CURRENT SURVEY CONTROL
 FE2733  ______________________________________________________________________
 FE2733* NAD 83(2011) POSITION- 35 59 53.38429(N) 089 59 44.29320(W)   ADJUSTED
 FE2733* NAD 83(2011) ELLIP HT-    46.115 (meters)        (06/27/12)   ADJUSTED
 FE2733* NAD 83(2011) EPOCH   -  2010.00
 FE2733* NAVD 88 ORTHO HEIGHT -    74.4   (meters)      244.    (feet) GPS OBS
 FE2733  ______________________________________________________________________
 FE2733  NAVD 88 orthometric height was determined with an earlier geoid model
 FE2733  GEOID HEIGHT    -        -28.243 (meters)                     GEOID18
 FE2733  NAD 83(2011) X  -        393.396 (meters)                     COMP
 FE2733  NAD 83(2011) Y  - -5,166,155.923 (meters)                     COMP
 FE2733  NAD 83(2011) Z  -  3,728,053.812 (meters)                     COMP
 FE2733  LAPLACE CORR    -         -0.23  (seconds)                    DEFLEC18
 FE2733
 FE2733  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FE2733  Standards:
 FE2733         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FE2733            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FE2733  -------------------------------------------------------------------
 FE2733  NETWORK    2.28   6.80           0.56   1.11   3.47      0.28287044
 FE2733  -------------------------------------------------------------------
 FE2733  Click here for local accuracies and other accuracy information.
 FE2733
 FE2733.The horizontal coordinates were established by GPS observations
 FE2733.and adjusted by the National Geodetic Survey in June 2012.
 FE2733
 FE2733.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FE2733.been affixed to the stable North American tectonic plate. See 
 FE2733.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FE2733
 FE2733.The horizontal coordinates are valid at the epoch date displayed above
 FE2733.which is a decimal equivalence of Year/Month/Day.
 FE2733
 FE2733.The orthometric height was determined by GPS observations and a
 FE2733.high-resolution geoid model.
 FE2733
 FE2733.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE2733.GEOID18 height accuracy estimate available here.
 FE2733
 FE2733.Click photographs - Photos may exist for this station.
 FE2733
 FE2733.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2733
 FE2733.The Laplace correction was computed from DEFLEC18 derived deflections.
 FE2733
 FE2733.The ellipsoidal height was determined by GPS observations
 FE2733.and is referenced to NAD 83.
 FE2733
 FE2733. The following values were computed from the NAD 83(2011) position.
 FE2733
 FE2733;                    North         East     Units Scale Factor Converg.
 FE2733;SPC AR N     -   186,541.006   580,705.597   MT  0.99996196   +1 09 58.8
 FE2733;SPC AR N     -   612,009.95  1,905,198.28   sFT  0.99996196   +1 09 58.8
 FE2733;SPC MO E     -    18,405.421   295,473.435   MT  0.99995880   +0 17 47.2
 FE2733;UTM  16      - 3,987,895.938   229,965.752   MT  1.00049859   -1 45 42.4
 FE2733;UTM  15      - 3,987,920.175   770,821.056   MT  1.00050384   +1 46 00.9
 FE2733
 FE2733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2733!SPC AR N     -   0.99999276  x   0.99996196  =   0.99995472
 FE2733!SPC MO E     -   0.99999276  x   0.99995880  =   0.99995156
 FE2733!UTM  16      -   0.99999276  x   1.00049859  =   1.00049135
 FE2733!UTM  15      -   0.99999276  x   1.00050384  =   1.00049660
 FE2733
 FE2733:                Primary Azimuth Mark                     Grid Az
 FE2733:SPC AR N     -  CALUMET AZ MK                            217 39 02.0
 FE2733:SPC MO E     -  CALUMET AZ MK                            218 31 13.6
 FE2733:UTM  16      -  CALUMET AZ MK                            220 34 43.2
 FE2733:UTM  15      -  CALUMET AZ MK                            217 02 59.9
 FE2733
 FE2733_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE2996587895(NAD 83)
 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                                      2184900.8 |
 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(2007)-  35 59 53.38434(N)    089 59 44.29413(W) AD(2002.00) 0
 FE2733  ELLIP H (02/10/07)   46.137  (m)                       GP(2002.00)    
 FE2733  NAD 83(1997)-  35 59 53.38394(N)    089 59 44.29456(W) AD(       ) 2
 FE2733  ELLIP H (09/14/99)   46.184  (m)                       GP(       ) 4 1
 FE2733  NAD 83(1995)-  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)  GEOID96  model used  GPS OBS        
 FE2733  NGVD 29 (07/09/92)   74.1    (m)  UNKNOWN  model used  GPS OBS        
 FE2733
 FE2733.Superseded values are not recommended for survey control.
 FE2733
 FE2733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2733.See file dsdata.pdf to determine how the superseded data were derived.
 FE2733
 FE2733_MARKER: DS = TRIANGULATION STATION DISK
 FE2733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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     - 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 CALUMET,
 FE2733'48 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF A SMALL STORE, 27
 FE2733'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL OUT-BUILDING, 3.5
 FE2733'FEET SOUTHEAST OF A WHITE 4 INCH X 4 INCH WITNESS POST, 14 PACES SOUTH
 FE2733'OF THE TOP OF THE LEVEE (ALONG THE SOUTH SIDE OF DRAINAGE DITCH) AND
 FE2733'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.  HIGHWAY
 FE2733'61 FOR 0.15 MILE TO THE JUNCTION OF STATE HIGHWAY 151, TURN LEFT AND
 FE2733'GO WEST AND NORTHWEST ON STATE HIGHWAY 151 FOR 3.85 MILES TO THE END
 FE2733'OF THE PAVEMENT AND A SCHOOL ON THE LEFT, TURN LEFT AND GO WEST ON
 FE2733'STATE HIGHWAY 151 (GRAVELED) FOR 0.35 MILE, TURN RIGHT AND GO
 FE2733'NORTH-NORTHWEST ON THE MAIN GRAVELED ROAD FOR 3 MILES TO THE LEVEE AND
 FE2733'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 MARK
 FE2733'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 PROJECTS 4
 FE2733'INCHES AND THE DISK IS STAMPED CALUMET 1955.
 FE2733'
 FE2733'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 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 HAVING
 FE2733'BEEN TILTED SLIGHTLY TO THE SOUTH ALTHOUGH FIRM IN THE GROUND.  THE
 FE2733'STATION MARK AND U.S.E. BM 3/4 ARE NOW BELOW GROUND SURFACE, HAVING
 FE2733'BEEN COVERED OVER WITH SOIL FROM DREDGING OPERATIONS OF A NEARBY
 FE2733'DRAINAGE CANAL WHICH WAS USED TO BUILD UP THE LEVEE.  A NEW REFERENCE
 FE2733'MARK NO. 2 WAS ESTABLISHED.  THE STATION WAS OCCUPIED AND THE
 FE2733'HORIZONTAL ANGLES OBSERVED ON THE REFERENCE MARKS.  IN CHECKING THE
 FE2733'ANGLES OBSERVED THIS DATE AGAINST THE 1955 OBSERVATIONS, A DISCREPANCY
 FE2733'OF PLUS 02 MIN 50.6 SEC WAS NOTED FOR U.S.E. BM 3/4 AND MINUS 05 MIN
 FE2733'30.6 SEC FOR RM NO. 1.  VERTICAL ANGLES WERE OBSERVED UPON THE
 FE2733'REFERENCE MARKS AND SLOPE DISTANCES MEASURED.  AFTER BEING REDUCED TO
 FE2733'THE HORIZONTAL A DISCREPANCY OF MINUS 0.11 OF A FOOT WAS NOTED FOR RM
 FE2733'NO. 1 AND MINUS 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 LINE,
 FE2733'ABOUT 8.5 MILES SOUTHWEST OF HOLLAND, MO., 6.5 MILES NORTHWEST OF
 FE2733'BLYTHEVILLE, ARK., 1.0 MILE NORTHWEST OF THE ABANDONED, SMALL
 FE2733'COMMUNITY OF CALUMET, ALONG THE SOUTH SIDE OF A LEVEE ON THE SOUTH
 FE2733'SIDE OF A LARGE DRAINAGE DITCH, AND IS ON THE PROPERTY OF THE JUDGE A.
 FE2733'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 STATE
 FE2733'ROUTES 18 AND 151 FOR 0.6 OF A MILE TO WHERE STATE ROUTE 18 CONTINUES
 FE2733'STRAIGHT AHEAD, WEST, AND STATE ROUTE 151 TURNS RIGHT.  HERE TURN
 FE2733'RIGHT ON STATE ROUTE 151 AND GO NORTH AND NORTHEAST FOR 3.3 MILES TO
 FE2733'THE JUNCTION OF STATE ROUTE 181 (ENTRANCE TO BLYTHEVILLE AIR FORCE
 FE2733'BASE ON THE RIGHT AND A LARGE SCHOOL ON THE LEFT).  HERE TURN LEFT ON
 FE2733'STATE ROUTES 151 AND 181 AND GO WEST AND NORTHWEST FOR 2.1 MILES TO
 FE2733'WHERE STATE ROUTE 181 TURNS LEFT, CONTINUE NORTH- NORTHWEST ON STATE
 FE2733'ROUTE 151 FOR 1.3 MILES TO THE STATION ON THE LEFT JUST SOUTH OF THE
 FE2733'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 CENTER OF
 FE2733'STATE ROUTE 151, 130 FEET NORTHEAST OF THE SOUTHEAST CORNER OF A FENCE
 FE2733'CORNER FOR SMALL LOT, 128 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 FE2733'CONCRETE BRIDGE, 114 FEET NORTHWEST OF THE NORTHWEST CORNER OF A WHITE
 FE2733'FRAME HOUSE, 41 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF THE LEVEE
 FE2733'ROAD, 1.0 FEET EAST OF A METAL WITNESS POST AND SIGN, AND ON THE SIDE
 FE2733'OF THE LEVEE.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH,
 FE2733'ROUND, CONCRETE MONUMENT ABOUT 30- INCHES BELOW THE GROUND SURFACE AND
 FE2733'THE DISK IS STAMPED 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 CORNER
 FE2733'POST OF THE SMALL LOT, 120 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF
 FE2733'THE LEVEE ROAD, AND 36.7 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 FE2733'WHITE FRAME HOUSE.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH,
 FE2733'ROUND, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED CALUMET NO 1
 FE2733'1955.
 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 GATE ON
 FE2733'TOP OF THE LEVEE, 44 FEET SOUTH-SOUTHEAST OF THE APPROXIMATE CENTER OF
 FE2733'THE LEVEE ROAD, AND NEAR THE TOE OF THE LEVEE.  IT IS A U.S.E. BRASS
 FE2733'CAP BOLTED TO THE TOP OF A 4-INCH CAST IRON PIPE ABOUT 1-FOOT BELOW
 FE2733'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 ROAD,
 FE2733'21 FEET WEST OF THE APPROXIMATE CENTER OF A GRADED ROAD, 16 FEET
 FE2733'WEST-NORTHWEST OF THE WEST END OF A CONCRETE CULVERT, 2 FEET EAST OF A
 FE2733'GUYED POWERLINE POLE, AND 1.0 FOOT WEST OF A METAL WITNESS POST AND
 FE2733'SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND,
 FE2733'FLUSH, CONCRETE MONUMENT AND THE DISK IS 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 CROSSROAD
 FE2733'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'
 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'
 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 POST
 FE2733'AND 0.4 M (1.3 FT) EAST FROM A METAL WITNESS POST.  THE STATION IS
 FE2733'RECESSED 0.7 M (2.3 FT) BELOW THE GROUND.  DESCRIBED BY E.J. HANSMANN.
 FE2733
 FE2733                          STATION RECOVERY (1999)
 FE2733
 FE2733'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (LC)
 FE2733'RECOVERED IN GOOD CONDITION.
 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 = MARCH 20, 2026 22:17:28 EDT
 DL0316 ***********************************************************************
 DL0316  DESIGNATION -  CAMDEN
 DL0316  PID         -  DL0316
 DL0316  STATE/COUNTY-  AR/OUACHITA
 DL0316  COUNTRY     -  US
 DL0316  USGS QUAD   -  CAMDEN (2017)
 DL0316
 DL0316                         *CURRENT SURVEY CONTROL
 DL0316  ______________________________________________________________________
 DL0316* NAD 83(1997) POSITION- 33 34 49.45316(N) 092 50 07.63496(W)   ADJUSTED
 DL0316* NAVD 88 ORTHO HEIGHT -    75.565 (meters)      247.92  (feet) ADJUSTED
 DL0316  ______________________________________________________________________
 DL0316  GEOID HEIGHT    -        -26.293 (meters)                     GEOID18
 DL0316  LAPLACE CORR    -          0.87  (seconds)                    DEFLEC18
 DL0316  DYNAMIC HEIGHT  -         75.487 (meters)      247.66  (feet) COMP
 DL0316  MODELED GRAVITY -    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 and
 DL0316.adjusted by the NATIONAL GEODETIC SURVEY
 DL0316.in June 1991.
 DL0316
 DL0316.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0316.GEOID18 height accuracy estimate available here.
 DL0316
 DL0316.Click photographs - Photos may exist for this station.
 DL0316
 DL0316.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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  =   0.99994193
 DL0316!UTM  15      -   0.99999226  x   0.99960287  =   0.99959514
 DL0316
 DL0316:                Primary Azimuth Mark                     Grid Az
 DL0316:SPC AR S     -  PROFFITT RM A                            098 36 17.5
 DL0316:UTM  15      -  PROFFITT RM A                            098 02 46.6
 DL0316
 DL0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT1526915645(NAD 83)
 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(1993)-  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  NGVD 29              75.59   (m)          248.0    (f) LEVELING    3  
 DL0316
 DL0316.Superseded values are not recommended for survey control.
 DL0316
 DL0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0316.See file dsdata.pdf to determine how the superseded data were derived.
 DL0316
 DL0316_MARKER: DS = TRIANGULATION STATION DISK
 DL0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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             CGS
 DL0316  HISTORY     - 1964     GOOD             CGS
 DL0316  HISTORY     - 1965     GOOD             CGS
 DL0316  HISTORY     - 19921130 SEE DESCRIPTION  NOS
 DL0316  HISTORY     - 20100610 MARK NOT FOUND   ARHD
 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 COAST AND 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.
 DL0316
 DL0316                          STATION RECOVERY (2010)
 DL0316
 DL0316'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2010 (ST)
 DL0316'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1828 ***********************************************************************
 EJ1828  DESIGNATION -  CAMDEN
 EJ1828  PID         -  EJ1828
 EJ1828  STATE/COUNTY-  AR/GRANT
 EJ1828  COUNTRY     -  US
 EJ1828  USGS QUAD   -  PRATTSVILLE (2017)
 EJ1828
 EJ1828                         *CURRENT SURVEY CONTROL
 EJ1828  ______________________________________________________________________
 EJ1828* NAD 83(1997) POSITION- 34 22 25.55318(N) 092 30 53.04080(W)   ADJUSTED
 EJ1828* NAVD 88 ORTHO HEIGHT -   123.    (meters)      404.    (feet) SCALED
 EJ1828  ______________________________________________________________________
 EJ1828  GEOID HEIGHT    -        -26.151 (meters)                     GEOID18
 EJ1828  LAPLACE CORR    -          1.36  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1828.GEOID18 height accuracy estimate available here.
 EJ1828
 EJ1828.Click photographs - Photos may exist for this station.
 EJ1828
 EJ1828.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1828
 EJ1828. The following values were computed from the NAD 83(1997) position.
 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     -   0.99998480  x   0.99993595  =   0.99992075
 EJ1828!UTM  15      -   0.99998480  x   0.99962454  =   0.99960935
 EJ1828
 EJ1828:                Primary Azimuth Mark                     Grid Az
 EJ1828:SPC AR S     -  GIFFORD                                  259 51 53.4
 EJ1828:UTM  15      -  GIFFORD                                  259 18 10.0
 EJ1828
 EJ1828_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU4461603706(NAD 83)
 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
 EJ1828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1828.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1828
 EJ1828_MARKER: DS = TRIANGULATION STATION DISK
 EJ1828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1828_STAMPING: CAMDEN 1964
 EJ1828_MARK LOGO: CGS
 EJ1828_PROJECTION: FLUSH
 EJ1828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1828+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 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  COUNTRY     -  US
 DH7101  USGS QUAD   -  CAMDEN SW (2017)
 DH7101
 DH7101                         *CURRENT SURVEY CONTROL
 DH7101  ______________________________________________________________________
 DH7101* NAD 83(2011) POSITION- 33 32 32.63544(N) 092 52 57.80394(W)   ADJUSTED
 DH7101* NAD 83(2011) ELLIP HT-    26.745 (meters)        (04/??/25)   ADJUSTED
 DH7101* NAD 83(2011) EPOCH   -  2010.00
 DH7101* NAVD 88 ORTHO HEIGHT -    53.040 (meters)      174.02  (feet) ADJUSTED
 DH7101  ______________________________________________________________________
 DH7101  GEOID HEIGHT    -        -26.315 (meters)                     GEOID18
 DH7101  NAD 83(2011) X  -   -267,627.497 (meters)                     COMP
 DH7101  NAD 83(2011) Y  - -5,314,760.883 (meters)                     COMP
 DH7101  NAD 83(2011) Z  -  3,504,269.539 (meters)                     COMP
 DH7101  VERT ORDER      -  FIRST     CLASS II
 DH7101
 DH7101  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH7101  Standards:
 DH7101         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH7101            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH7101  -------------------------------------------------------------------
 DH7101  NETWORK    0.13   0.15           0.03   0.06   0.08     -0.29623000
 DH7101  -------------------------------------------------------------------
 DH7101
 DH7101.The coordinates were established by GPS observations
 DH7101.and adjusted by the National Geodetic Survey in April 2025.
 DH7101
 DH7101.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH7101.been affixed to the stable North American Tectonic Plate. 
 DH7101
 DH7101.The coordinates are valid at the epoch date displayed above
 DH7101.which is a decimal equivalence of Year/Month/Day.
 DH7101
 DH7101.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DH7101.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DH7101.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DH7101.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DH7101.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DH7101.published epoch of 2010.00.
 DH7101
 DH7101.Additional information on MYCS is available at:
 DH7101.https://geodesy.noaa.gov/CORS/index.shtml
 DH7101
 DH7101.The orthometric height was determined by differential leveling and
 DH7101.adjusted by the NATIONAL GEODETIC SURVEY
 DH7101.in March 2014.
 DH7101
 DH7101.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH7101.GEOID18 height accuracy estimate available here.
 DH7101
 DH7101.The PID for the CORS L1 Phase Center is DR3583.
 DH7101
 DH7101.Click photographs - Photos may exist for this station.
 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 following values were computed from the NAD 83(2011) position.
 DH7101
 DH7101;                    North         East     Units Scale Factor Converg.
 DH7101;SPC AR S     -   497,483.378   318,019.812   MT  0.99995510   -0 29 38.6
 DH7101;SPC AR S     - 1,632,160.05  1,043,370.00   sFT  0.99995510   -0 29 38.6
 DH7101;UTM  15      - 3,711,426.100   510,887.978   MT  0.99960146   +0 03 53.3
 DH7101
 DH7101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7101!SPC AR S     -   0.99999580  x   0.99995510  =   0.99995090
 DH7101!UTM  15      -   0.99999580  x   0.99960146  =   0.99959726
 DH7101
 DH7101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT1088711426(NAD 83)
 DH7101
 DH7101                          SUPERSEDED SURVEY CONTROL
 DH7101
 DH7101  NAD 83(2011)-  33 32 32.63563(N)    092 52 57.80405(W) AD(2010.00) c
 DH7101  ELLIP H (04/??/20)   26.736  (m)                       GP(2010.00) c c
 DH7101  NAD 83(2011)-  33 32 32.63563(N)    092 52 57.80399(W) AD(2010.00) c
 DH7101  ELLIP H (06/??/19)   26.713  (m)                       GP(2010.00) c c
 DH7101  NAD 83(2011)-  33 32 32.63554(N)    092 52 57.80397(W) AD(2010.00) c
 DH7101  NAD 83(2011)-  33 32 32.63563(N)    092 52 57.80395(W) AD(2010.00) c
 DH7101  ELLIP H (08/??/11)   26.710  (m)                       GP(2010.00) c c
 DH7101  NAD 83(CORS)-  33 32 32.63551(N)    092 52 57.80425(W) AD(2002.00) c
 DH7101  ELLIP H (11/??/05)   26.719  (m)                       GP(2002.00) c c
 DH7101
 DH7101.Superseded values are not recommended for survey control.
 DH7101
 DH7101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH7101.See file dsdata.pdf to determine how the superseded data were derived.
 DH7101
 DH7101_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH7101
 DH7101                          STATION DESCRIPTION
 DH7101
 DH7101'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DH7101'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DH7101'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DH7101'AND LOG FILES ACCESSIBLE AT:
 DH7101'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0320 ***********************************************************************
 DL0320  DESIGNATION -  CAMDEN IV
 DL0320  PID         -  DL0320
 DL0320  STATE/COUNTY-  AR/OUACHITA
 DL0320  COUNTRY     -  US
 DL0320  USGS QUAD   -  CAMDEN (2017)
 DL0320
 DL0320                         *CURRENT SURVEY CONTROL
 DL0320  ______________________________________________________________________
 DL0320* NAD 83(1986) POSITION- 33 36 01.     (N) 092 49 26.     (W)   SCALED
 DL0320* NAVD 88 ORTHO HEIGHT -    35.168 (meters)      115.38  (feet) ADJUSTED
 DL0320  ______________________________________________________________________
 DL0320  GEOID HEIGHT    -        -26.290 (meters)                     GEOID18
 DL0320  DYNAMIC HEIGHT  -         35.131 (meters)      115.26  (feet) COMP
 DL0320  MODELED GRAVITY -    979,607.5   (mgal)                       NAVD 88
 DL0320
 DL0320  VERT ORDER      -  SECOND    CLASS I
 DL0320
 DL0320.The horizontal coordinates were scaled from a map and have
 DL0320.an estimated accuracy of +/- 6 seconds.
 DL0320
 DL0320.The orthometric height was determined by differential leveling and
 DL0320.adjusted by the NATIONAL GEODETIC SURVEY
 DL0320.in September 2023.
 DL0320
 DL0320.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0320.GEOID18 height accuracy estimate available here.
 DL0320
 DL0320.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT163178(NAD 83)
 DL0320
 DL0320                          SUPERSEDED SURVEY CONTROL
 DL0320
 DL0320  NAVD 88 (06/15/91)   35.168  (m)          115.38   (f) SUPERSEDED  2 0
 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
 DL0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0320.See file dsdata.pdf to determine how the superseded data were derived.
 DL0320
 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       USACE
 DL0320  HISTORY     - 1960     MARK NOT FOUND   CGS
 DL0320
 DL0320                          STATION DESCRIPTION
 DL0320
 DL0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1407 ***********************************************************************
 DL1407  DESIGNATION -  CAMDEN OUACHITA CO CTHSE
 DL1407  PID         -  DL1407
 DL1407  STATE/COUNTY-  AR/OUACHITA
 DL1407  COUNTRY     -  US
 DL1407  USGS QUAD   -  CAMDEN (2017)
 DL1407
 DL1407                         *CURRENT SURVEY CONTROL
 DL1407  ______________________________________________________________________
 DL1407* NAD 83(1997) POSITION- 33 35 04.18873(N) 092 49 49.57735(W)   ADJUSTED
 DL1407  ______________________________________________________________________
 DL1407  GEOID HEIGHT    -        -26.291 (meters)                     GEOID18
 DL1407  LAPLACE CORR    -          0.81  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1407.GEOID18 height accuracy estimate available here.
 DL1407
 DL1407.Click photographs - Photos may exist for this station.
 DL1407
 DL1407.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1407
 DL1407. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT1573416100(NAD 83)
 DL1407
 DL1407                          SUPERSEDED SURVEY CONTROL
 DL1407
 DL1407  NAD 83(1993)-  33 35 04.19775(N)    092 49 49.57003(W) AD(       ) 3
 DL1407  NAD 83(1986)-  33 35 04.20050(N)    092 49 49.56979(W) AD(       ) 3
 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
 DL1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1407.See file dsdata.pdf to determine how the superseded data were derived.
 DL1407
 DL1407_MARKER: 82 = FINIAL
 DL1407_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1407+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2008
 DL1407
 DL1407  HISTORY     - Date     Condition        Report By
 DL1407  HISTORY     - 1941     FIRST OBSERVED   CGS
 DL1407  HISTORY     - 20081220 GOOD             GEOCAC
 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.
 DL1407
 DL1407                          STATION RECOVERY (2008)
 DL1407
 DL1407'RECOVERY NOTE BY GEOCACHING 2008 (LPC)
 DL1407'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL1408 ***********************************************************************
 DL1408  DESIGNATION -  CAMDEN PALMER MEDIA MW
 DL1408  PID         -  DL1408
 DL1408  STATE/COUNTY-  AR/OUACHITA
 DL1408  COUNTRY     -  US
 DL1408  USGS QUAD   -  CAMDEN (2017)
 DL1408
 DL1408                         *CURRENT SURVEY CONTROL
 DL1408  ______________________________________________________________________
 DL1408* NAD 83(1997) POSITION- 33 35 13.03374(N) 092 49 42.88047(W)   ADJUSTED
 DL1408  ______________________________________________________________________
 DL1408  GEOID HEIGHT    -        -26.290 (meters)                     GEOID18
 DL1408  LAPLACE CORR    -          0.81  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1408.GEOID18 height accuracy estimate available here.
 DL1408
 DL1408.Click photographs - Photos may exist for this station.
 DL1408
 DL1408.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1408
 DL1408. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT1590616372(NAD 83)
 DL1408
 DL1408                          SUPERSEDED SURVEY CONTROL
 DL1408
 DL1408  NAD 83(1993)-  33 35 13.04279(N)    092 49 42.87320(W) AD(       ) 3
 DL1408  NAD 83(1986)-  33 35 13.04553(N)    092 49 42.87294(W) AD(       ) 3
 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
 DL1408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1408.See file dsdata.pdf to determine how the superseded data were derived.
 DL1408
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1409 ***********************************************************************
 DL1409  DESIGNATION -  CAMDEN QUACHITA ELEC RAD MAST
 DL1409  PID         -  DL1409
 DL1409  STATE/COUNTY-  AR/OUACHITA
 DL1409  COUNTRY     -  US
 DL1409  USGS QUAD   -  CAMDEN (2017)
 DL1409
 DL1409                         *CURRENT SURVEY CONTROL
 DL1409  ______________________________________________________________________
 DL1409* NAD 83(1997) POSITION- 33 34 43.27823(N) 092 50 03.99744(W)   ADJUSTED
 DL1409  ______________________________________________________________________
 DL1409  GEOID HEIGHT    -        -26.293 (meters)                     GEOID18
 DL1409  LAPLACE CORR    -          0.88  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1409.GEOID18 height accuracy estimate available here.
 DL1409
 DL1409.Click photographs - Photos may exist for this station.
 DL1409
 DL1409.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1409
 DL1409. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT1536315455(NAD 83)
 DL1409
 DL1409                          SUPERSEDED SURVEY CONTROL
 DL1409
 DL1409  NAD 83(1993)-  33 34 43.28729(N)    092 50 03.99014(W) AD(       ) 3
 DL1409  NAD 83(1986)-  33 34 43.29014(N)    092 50 03.98992(W) AD(       ) 3
 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
 DL1409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1409.See file dsdata.pdf to determine how the superseded data were derived.
 DL1409
 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 = MARCH 20, 2026 22:17:28 EDT
 DL0317 ***********************************************************************
 DL0317  DESIGNATION -  CAMDEN RM 1
 DL0317  PID         -  DL0317
 DL0317  STATE/COUNTY-  AR/OUACHITA
 DL0317  COUNTRY     -  US
 DL0317  USGS QUAD   -  CAMDEN (2017)
 DL0317
 DL0317                         *CURRENT SURVEY CONTROL
 DL0317  ______________________________________________________________________
 DL0317* NAD 83(1986) POSITION- 33 34 49.46   (N) 092 50 06.87   (W)   HD_HELD1
 DL0317* NAVD 88 ORTHO HEIGHT -    75.441 (meters)      247.51  (feet) ADJUSTED
 DL0317  ______________________________________________________________________
 DL0317  GEOID HEIGHT    -        -26.293 (meters)                     GEOID18
 DL0317  DYNAMIC HEIGHT  -         75.363 (meters)      247.25  (feet) COMP
 DL0317  MODELED GRAVITY -    979,604.2   (mgal)                       NAVD 88
 DL0317
 DL0317  VERT ORDER      -  FIRST     CLASS II
 DL0317
 DL0317.The horizontal coordinates were determined by differentially corrected
 DL0317.hand held GPS observations or other comparable positioning techniques
 DL0317.and have an estimated accuracy of +/- 3 meters.
 DL0317
 DL0317.The orthometric height was determined by differential leveling and
 DL0317.adjusted by the NATIONAL GEODETIC SURVEY
 DL0317.in June 1991.
 DL0317
 DL0317.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0317.GEOID18 height accuracy estimate available here.
 DL0317
 DL0317.Click photographs - Photos may exist for this station.
 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     -   501,661.5     322,463.8     MT  (+/- 3 meters HH1 GPS) 
 DL0317
 DL0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT1528915645(NAD 83)
 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
 DL0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0317.See file dsdata.pdf to determine how the superseded data were derived.
 DL0317
 DL0317_MARKER: DR = REFERENCE MARK DISK
 DL0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0317_STAMPING: CAMDEN NO 1 1941
 DL0317_MARK LOGO: CGS
 DL0317_PROJECTION: PROJECTING 15 CENTIMETERS
 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             CGS
 DL0317  HISTORY     - 20100610 MARK NOT FOUND   ARHD
 DL0317  HISTORY     - 20130708 MARK NOT FOUND   ARHD
 DL0317
 DL0317                          STATION DESCRIPTION
 DL0317
 DL0317'DESCRIBED BY COAST AND 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.
 DL0317
 DL0317                          STATION RECOVERY (2010)
 DL0317
 DL0317'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2010 (ST)
 DL0317'MARK NOT FOUND.
 DL0317
 DL0317                          STATION RECOVERY (2013)
 DL0317
 DL0317'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (JDH)
 DL0317'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0315 ***********************************************************************
 DL0315  DESIGNATION -  CAMDEN RM 2
 DL0315  PID         -  DL0315
 DL0315  STATE/COUNTY-  AR/OUACHITA
 DL0315  COUNTRY     -  US
 DL0315  USGS QUAD   -  CAMDEN (2017)
 DL0315
 DL0315                         *CURRENT SURVEY CONTROL
 DL0315  ______________________________________________________________________
 DL0315* NAD 83(1986) POSITION- 33 34 49.23   (N) 092 50 07.66   (W)   HD_HELD1
 DL0315* NAVD 88 ORTHO HEIGHT -    76.216 (meters)      250.05  (feet) ADJUSTED
 DL0315  ______________________________________________________________________
 DL0315  GEOID HEIGHT    -        -26.293 (meters)                     GEOID18
 DL0315  DYNAMIC HEIGHT  -         76.137 (meters)      249.79  (feet) COMP
 DL0315  MODELED GRAVITY -    979,604.2   (mgal)                       NAVD 88
 DL0315
 DL0315  VERT ORDER      -  FIRST     CLASS II
 DL0315
 DL0315.The horizontal coordinates were determined by differentially corrected
 DL0315.hand held GPS observations or other comparable positioning techniques
 DL0315.and have an estimated accuracy of +/- 3 meters.
 DL0315
 DL0315.The orthometric height was determined by differential leveling and
 DL0315.adjusted by the NATIONAL GEODETIC SURVEY
 DL0315.in June 1991.
 DL0315
 DL0315.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0315.GEOID18 height accuracy estimate available here.
 DL0315
 DL0315.Click photographs - Photos may exist for this station.
 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     -   501,654.6     322,443.4     MT  (+/- 3 meters HH1 GPS) 
 DL0315
 DL0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT1526915638(NAD 83)
 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
 DL0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0315.See file dsdata.pdf to determine how the superseded data were derived.
 DL0315
 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_MARK LOGO: CGS
 DL0315_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0315
 DL0315  HISTORY     - Date     Condition        Report By
 DL0315  HISTORY     - 1941     MONUMENTED       CGS
 DL0315  HISTORY     - 1960     GOOD             CGS
 DL0315  HISTORY     - 1964     GOOD             CGS
 DL0315  HISTORY     - 20100610 MARK NOT FOUND   ARHD
 DL0315  HISTORY     - 20130709 MARK NOT FOUND   ARHD
 DL0315
 DL0315                          STATION DESCRIPTION
 DL0315
 DL0315'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1964
 DL0315'RECOVERED IN GOOD CONDITION.
 DL0315
 DL0315                          STATION RECOVERY (2010)
 DL0315
 DL0315'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2010 (ST)
 DL0315'MARK NOT FOUND.
 DL0315
 DL0315                          STATION RECOVERY (2013)
 DL0315
 DL0315'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (KBC)
 DL0315'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0508 ***********************************************************************
 EJ0508  DESIGNATION -  CAMP
 EJ0508  PID         -  EJ0508
 EJ0508  STATE/COUNTY-  AR/JEFFERSON
 EJ0508  COUNTRY     -  US
 EJ0508  USGS QUAD   -  REDFIELD (2017)
 EJ0508
 EJ0508                         *CURRENT SURVEY CONTROL
 EJ0508  ______________________________________________________________________
 EJ0508* NAD 83(1986) POSITION- 34 25 37.6    (N) 092 10 46.4    (W)   HD_HELD2
 EJ0508* NAVD 88 ORTHO HEIGHT -   102.147 (meters)      335.13  (feet) ADJUSTED
 EJ0508  ______________________________________________________________________
 EJ0508  GEOID HEIGHT    -        -26.077 (meters)                     GEOID18
 EJ0508  DYNAMIC HEIGHT  -        102.050 (meters)      334.81  (feet) COMP
 EJ0508  MODELED GRAVITY -    979,686.8   (mgal)                       NAVD 88
 EJ0508
 EJ0508  VERT ORDER      -  FIRST     CLASS II
 EJ0508
 EJ0508.The horizontal coordinates were established by autonomous hand held GPS
 EJ0508.observations and have an estimated accuracy of +/- 10 meters.
 EJ0508
 EJ0508.The orthometric height was determined by differential leveling and
 EJ0508.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0508.in June 1991.
 EJ0508
 EJ0508.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0508.GEOID18 height accuracy estimate available here.
 EJ0508
 EJ0508.Click photographs - Photos may exist for this station.
 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     -   595,272.      383,496.      MT  (+/- 10 meters HH2 GPS)
 EJ0508
 EJ0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7538509820(NAD 83)
 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
 EJ0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0508.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0508
 EJ0508_MARKER: DD = SURVEY DISK
 EJ0508_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0508_STAMPING: CAMP
 EJ0508_MARK LOGO: CGS+SS
 EJ0508_PROJECTION: PROJECTING 12 CENTIMETERS
 EJ0508_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0508
 EJ0508  HISTORY     - Date     Condition        Report By
 EJ0508  HISTORY     - 1934     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 = MARCH 20, 2026 22:17:28 EDT
 FG1742 ***********************************************************************
 FG1742  DESIGNATION -  CAMP
 FG1742  PID         -  FG1742
 FG1742  STATE/COUNTY-  AR/PERRY
 FG1742  COUNTRY     -  US
 FG1742  USGS QUAD   -  HOUSTON (2017)
 FG1742
 FG1742                         *CURRENT SURVEY CONTROL
 FG1742  ______________________________________________________________________
 FG1742* NAD 83(1997) POSITION- 35 01 09.10808(N) 092 44 49.41271(W)   ADJUSTED
 FG1742* NAVD 88 ORTHO HEIGHT -   113.    (meters)      371.    (feet) SCALED
 FG1742  ______________________________________________________________________
 FG1742  GEOID HEIGHT    -        -28.323 (meters)                     GEOID18
 FG1742  LAPLACE CORR    -          2.69  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1742.GEOID18 height accuracy estimate available here.
 FG1742
 FG1742.Click photographs - Photos may exist for this station.
 FG1742
 FG1742.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1742
 FG1742. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 FG1742:SPC AR N     -  CAMP AZ MK                               250 52 57.6
 FG1742:SPC AR S     -  CAMP AZ MK                               250 51 57.8
 FG1742:UTM  15      -  CAMP AZ MK                               250 18 10.1
 FG1742
 FG1742_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU2307575201(NAD 83)
 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
 FG1742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1742.See file dsdata.pdf to determine how the superseded data were derived.
 FG1742
 FG1742_MARKER: DS = TRIANGULATION STATION DISK
 FG1742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1742_STAMPING: CAMP 1940
 FG1742_MARK LOGO: CGS
 FG1742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1742+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0878 ***********************************************************************
 GE0878  DESIGNATION -  CAMP
 GE0878  PID         -  GE0878
 GE0878  STATE/COUNTY-  AR/FULTON
 GE0878  COUNTRY     -  US
 GE0878  USGS QUAD   -  CAMP (2017)
 GE0878
 GE0878                         *CURRENT SURVEY CONTROL
 GE0878  ______________________________________________________________________
 GE0878* NAD 83(1997) POSITION- 36 25 34.53873(N) 091 42 27.45669(W)   ADJUSTED
 GE0878* NAVD 88 ORTHO HEIGHT -   246.    (meters)      807.    (feet) SCALED
 GE0878  ______________________________________________________________________
 GE0878  GEOID HEIGHT    -        -28.473 (meters)                     GEOID18
 GE0878  LAPLACE CORR    -         -0.43  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0878.GEOID18 height accuracy estimate available here.
 GE0878
 GE0878.Click photographs - Photos may exist for this station.
 GE0878
 GE0878.The Laplace correction was computed from DEFLEC18 derived deflections.
 GE0878
 GE0878. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 GE0878:SPC AR N     -  W 16                                     037 35 47.5
 GE0878:UTM  15      -  W 16                                     036 59 57.1
 GE0878
 GE0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA1585132004(NAD 83)
 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
 GE0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0878.See file dsdata.pdf to determine how the superseded data were derived.
 GE0878
 GE0878_MARKER: DS = TRIANGULATION STATION DISK
 GE0878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0878_STAMPING: CAMP 1953
 GE0878_MARK LOGO: CGS
 GE0878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0878+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2958 ***********************************************************************
 EH2958  DESIGNATION -  CAMPBELL
 EH2958  PID         -  EH2958
 EH2958  STATE/COUNTY-  AR/ARKANSAS
 EH2958  COUNTRY     -  US
 EH2958  USGS QUAD   -  HENRICO SW (2017)
 EH2958
 EH2958                         *CURRENT SURVEY CONTROL
 EH2958  ______________________________________________________________________
 EH2958* NAD 83(1997) POSITION- 34 00 49.01341(N) 091 14 51.70622(W)   ADJUSTED
 EH2958* NAVD 88 ORTHO HEIGHT -    54.46  (+/-2cm)      178.7   (feet) VERTCON3
 EH2958  ______________________________________________________________________
 EH2958  GEOID HEIGHT    -        -26.303 (meters)                     GEOID18
 EH2958  LAPLACE CORR    -         -1.81  (seconds)                    DEFLEC18
 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
 EH2958.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2958.GEOID18 height accuracy estimate available here.
 EH2958
 EH2958.The vertical order pertains to the NGVD 29 superseded value.
 EH2958
 EH2958.Click photographs - Photos may exist for this station.
 EH2958
 EH2958.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2958
 EH2958. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999558  x   0.99991854  =   0.99991412
 EH2958!UTM  15      -   0.99999558  x   0.99992274  =   0.99991832
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT6180565049(NAD 83)
 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(1993)-  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              54.51   (m)          178.8    (f) LEVELING    3  
 EH2958
 EH2958.Superseded values are not recommended for survey control.
 EH2958
 EH2958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2958.See file dsdata.pdf to determine how the superseded data were derived.
 EH2958
 EH2958_MARKER: DS = TRIANGULATION STATION DISK
 EH2958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2958_STAMPING: CAMPBELL 1940
 EH2958_MARK LOGO: CGS
 EH2958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2958+STABILITY: SURFACE MOTION
 EH2958
 EH2958  HISTORY     - Date     Condition        Report By
 EH2958  HISTORY     - 1940     MONUMENTED       CGS
 EH2958  HISTORY     - 1961     GOOD             USACE
 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 ARMY CORPS OF 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 = MARCH 20, 2026 22:17:28 EDT
 EH2960 ***********************************************************************
 EH2960  DESIGNATION -  CAMPBELL RM 3
 EH2960  PID         -  EH2960
 EH2960  STATE/COUNTY-  AR/ARKANSAS
 EH2960  COUNTRY     -  US
 EH2960  USGS QUAD   -  HENRICO SW (2017)
 EH2960
 EH2960                         *CURRENT SURVEY CONTROL
 EH2960  ______________________________________________________________________
 EH2960* NAD 83(1997) POSITION- 34 00 49.53455(N) 091 14 51.92427(W)   ADJUSTED
 EH2960* NAVD 88 ORTHO HEIGHT -    55.    (meters)      180.    (feet) SCALED
 EH2960  ______________________________________________________________________
 EH2960  GEOID HEIGHT    -        -26.303 (meters)                     GEOID18
 EH2960  LAPLACE CORR    -         -1.81  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2960.GEOID18 height accuracy estimate available here.
 EH2960
 EH2960.Click photographs - Photos may exist for this station.
 EH2960
 EH2960.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2960
 EH2960. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999550  x   0.99991853  =   0.99991403
 EH2960!UTM  15      -   0.99999550  x   0.99992272  =   0.99991822
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT6179965065(NAD 83)
 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(1993)-  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
 EH2960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2960.See file dsdata.pdf to determine how the superseded data were derived.
 EH2960
 EH2960_MARKER: DR = REFERENCE MARK DISK
 EH2960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2960_STAMPING: CAMPBELL NO 3 1940
 EH2960_MARK LOGO: CGS
 EH2960_PROJECTION: RECESSED 38 CENTIMETERS
 EH2960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2960+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1785 ***********************************************************************
 FF1785  DESIGNATION -  CAMPBELL TEX ILL GAS P L W MST
 FF1785  PID         -  FF1785
 FF1785  STATE/COUNTY-  AR/JACKSON
 FF1785  COUNTRY     -  US
 FF1785  USGS QUAD   -  TUCKERMAN (2017)
 FF1785
 FF1785                         *CURRENT SURVEY CONTROL
 FF1785  ______________________________________________________________________
 FF1785* NAD 83(1997) POSITION- 35 40 03.60173(N) 091 14 57.46911(W)   ADJUSTED
 FF1785  ______________________________________________________________________
 FF1785  GEOID HEIGHT    -        -27.617 (meters)                     GEOID18
 FF1785  LAPLACE CORR    -         -0.24  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1785.GEOID18 height accuracy estimate available here.
 FF1785
 FF1785.Click photographs - Photos may exist for this station.
 FF1785
 FF1785.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1785
 FF1785. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV5845448500(NAD 83)
 FF1785
 FF1785                          SUPERSEDED SURVEY CONTROL
 FF1785
 FF1785  NAD 83(1995)-  35 40 03.60786(N)    091 14 57.46712(W) AD(       ) 3
 FF1785  NAD 83(1986)-  35 40 03.61321(N)    091 14 57.46981(W) AD(       ) 3
 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
 FF1785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1785.See file dsdata.pdf to determine how the superseded data were derived.
 FF1785
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1786 ***********************************************************************
 FF1786  DESIGNATION -  CAMPBELL VICTOR METAL INC TANK
 FF1786  PID         -  FF1786
 FF1786  STATE/COUNTY-  AR/JACKSON
 FF1786  COUNTRY     -  US
 FF1786  USGS QUAD   -  JACKSONPORT (2017)
 FF1786
 FF1786                         *CURRENT SURVEY CONTROL
 FF1786  ______________________________________________________________________
 FF1786* NAD 83(1997) POSITION- 35 38 53.36647(N) 091 15 08.32736(W)   ADJUSTED
 FF1786  ______________________________________________________________________
 FF1786  GEOID HEIGHT    -        -27.587 (meters)                     GEOID18
 FF1786  LAPLACE CORR    -         -0.34  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1786.GEOID18 height accuracy estimate available here.
 FF1786
 FF1786.Click photographs - Photos may exist for this station.
 FF1786
 FF1786.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1786
 FF1786. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV5821946331(NAD 83)
 FF1786
 FF1786                          SUPERSEDED SURVEY CONTROL
 FF1786
 FF1786  NAD 83(1995)-  35 38 53.37212(N)    091 15 08.32555(W) AD(       ) 3
 FF1786  NAD 83(1986)-  35 38 53.37782(N)    091 15 08.32788(W) AD(       ) 3
 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
 FF1786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1786.See file dsdata.pdf to determine how the superseded data were derived.
 FF1786
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0154 ***********************************************************************
 EJ0154  DESIGNATION -  CAN
 EJ0154  PID         -  EJ0154
 EJ0154  STATE/COUNTY-  AR/PULASKI
 EJ0154  COUNTRY     -  US
 EJ0154  USGS QUAD   -  ALEXANDER (2017)
 EJ0154
 EJ0154                         *CURRENT SURVEY CONTROL
 EJ0154  ______________________________________________________________________
 EJ0154* NAD 83(1986) POSITION- 34 37 50.38   (N) 092 26 38.57   (W)   HD_HELD1
 EJ0154* NAVD 88 ORTHO HEIGHT -    99.486 (meters)      326.40  (feet) ADJUSTED
 EJ0154  ______________________________________________________________________
 EJ0154  GEOID HEIGHT    -        -26.428 (meters)                     GEOID18
 EJ0154  DYNAMIC HEIGHT  -         99.393 (meters)      326.09  (feet) COMP
 EJ0154  MODELED GRAVITY -    979,706.3   (mgal)                       NAVD 88
 EJ0154
 EJ0154  VERT ORDER      -  FIRST     CLASS II
 EJ0154
 EJ0154.The horizontal coordinates were determined by differentially corrected
 EJ0154.hand held GPS observations or other comparable positioning techniques
 EJ0154.and have an estimated accuracy of +/- 3 meters.
 EJ0154
 EJ0154.The orthometric height was determined by differential leveling and
 EJ0154.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0154.in June 1991.
 EJ0154
 EJ0154.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0154.GEOID18 height accuracy estimate available here.
 EJ0154
 EJ0154.Click photographs - Photos may exist for this station.
 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     -   617,924.6     359,283.7     MT  (+/- 3 meters HH1 GPS) 
 EJ0154
 EJ0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5095832226(NAD 83)
 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
 EJ0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0154.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0154
 EJ0154_MARKER: DD = SURVEY DISK
 EJ0154_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0154_STAMPING: CAN 1935
 EJ0154_MARK LOGO: CGS+SS
 EJ0154_PROJECTION: FLUSH
 EJ0154_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0154
 EJ0154  HISTORY     - Date     Condition        Report By
 EJ0154  HISTORY     - 1935     MONUMENTED       ARGS
 EJ0154  HISTORY     - 1941     GOOD             CGS
 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 ARKANSAS GEODETIC SURVEY 1935
 EJ0154'IN THE TOWN OF ALEXANDER AT MISSOURI PACIFIC R.R. STATION SIGN BOARD
 EJ0154'165 FEET SOUTHWEST OF M.P.R.R. STATION SIGN BOARD, 69 FEET SOUTH OF
 EJ0154'M.P.  358-30, 33 FEET NORTHEAST OF CENTERLINE OF GRAVEL ROAD CROSSING,
 EJ0154'15.5 FEET SOUTHEAST OF THE CENTERLINE OF THE SOUTHEAST TRACK OF
 EJ0154'MISSOURI PACIFIC R.R.  TABLET SET IN PRECAST CONCRETE POST SET FLUSH
 EJ0154'WITH LEVEL OF GROUND.  TABLET SET IN PRECAST CONCRETE POST.
 EJ0154
 EJ0154                          STATION RECOVERY (1941)
 EJ0154
 EJ0154'RECOVERY NOTE BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EH2889 ***********************************************************************
 EH2889  DESIGNATION -  CANAAN
 EH2889  PID         -  EH2889
 EH2889  STATE/COUNTY-  AR/LEE
 EH2889  COUNTRY     -  US
 EH2889  USGS QUAD   -  MARIANNA (2017)
 EH2889
 EH2889                         *CURRENT SURVEY CONTROL
 EH2889  ______________________________________________________________________
 EH2889* NAD 83(1997) POSITION- 34 51 15.20482(N) 090 47 49.20476(W)   ADJUSTED
 EH2889* NAVD 88 ORTHO HEIGHT -    66.    (meters)      217.    (feet) SCALED
 EH2889  ______________________________________________________________________
 EH2889  GEOID HEIGHT    -        -26.813 (meters)                     GEOID18
 EH2889  LAPLACE CORR    -         -0.44  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2889.GEOID18 height accuracy estimate available here.
 EH2889
 EH2889.Click photographs - Photos may exist for this station.
 EH2889
 EH2889.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2889
 EH2889. The following values were computed from the NAD 83(1997) position.
 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;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     -   0.99999385  x   1.00002070  =   1.00001455
 EH2889!UTM  15      -   0.99999385  x   1.00009995  =   1.00009380
 EH2889
 EH2889:                Primary Azimuth Mark                     Grid Az
 EH2889:SPC AR S     -  CANAAN AZ MK                             171 13 01.0
 EH2889:UTM  15      -  CANAAN AZ MK                             170 37 51.0
 EH2889
 EH2889_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU0140059090(NAD 83)
 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(1995)-  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
 EH2889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2889.See file dsdata.pdf to determine how the superseded data were derived.
 EH2889
 EH2889_MARKER: DS = TRIANGULATION STATION DISK
 EH2889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2889_STAMPING: CANAAN 1965
 EH2889_MARK LOGO: CGS
 EH2889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2889+STABILITY: SURFACE MOTION
 EH2889
 EH2889  HISTORY     - Date     Condition        Report By
 EH2889  HISTORY     - 1964     MONUMENTED       CGS
 EH2889  HISTORY     - 1965     GOOD             CGS
 EH2889
 EH2889                          STATION DESCRIPTION
 EH2889
 EH2889'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (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 (1965)
 EH2889
 EH2889'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ2014 ***********************************************************************
 EJ2014  DESIGNATION -  CANEY
 EJ2014  PID         -  EJ2014
 EJ2014  STATE/COUNTY-  AR/PIKE
 EJ2014  COUNTRY     -  US
 EJ2014  USGS QUAD   -  NARROWS DAM (2017)
 EJ2014
 EJ2014                         *CURRENT SURVEY CONTROL
 EJ2014  ______________________________________________________________________
 EJ2014* NAD 83(1997) POSITION- 34 09 39.66709(N) 093 37 39.95139(W)   ADJUSTED
 EJ2014* NAVD 88 ORTHO HEIGHT -   241.93  (+/-2cm)      793.7   (feet) VERTCON3
 EJ2014  ______________________________________________________________________
 EJ2014  GEOID HEIGHT    -        -27.417 (meters)                     GEOID18
 EJ2014  LAPLACE CORR    -          1.67  (seconds)                    DEFLEC18
 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
 EJ2014.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ2014.GEOID18 height accuracy estimate available here.
 EJ2014
 EJ2014.The vertical order pertains to the NGVD 29 superseded value.
 EJ2014
 EJ2014.Click photographs - Photos may exist for this station.
 EJ2014
 EJ2014.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ2014
 EJ2014. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 EJ2014:SPC AR S     -  M 53                                     353 34 14.5
 EJ2014:UTM  15      -  M 53                                     353 00 43.7
 EJ2014
 EJ2014_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT4213680187(NAD 83)
 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(1993)-  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             241.91   (m)          793.7    (f) LEVELING    3  
 EJ2014
 EJ2014.Superseded values are not recommended for survey control.
 EJ2014
 EJ2014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2014.See file dsdata.pdf to determine how the superseded data were derived.
 EJ2014
 EJ2014_MARKER: DS = TRIANGULATION STATION DISK
 EJ2014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ2014_STAMPING: CANEY 1957
 EJ2014_MARK LOGO: CGS
 EJ2014_PROJECTION: FLUSH
 EJ2014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ2014+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DL0773 ***********************************************************************
 DL0773  DESIGNATION -  CANFIELD
 DL0773  PID         -  DL0773
 DL0773  STATE/COUNTY-  AR/LAFAYETTE
 DL0773  COUNTRY     -  US
 DL0773  USGS QUAD   -  BRADLEY NE (2017)
 DL0773
 DL0773                         *CURRENT SURVEY CONTROL
 DL0773  ______________________________________________________________________
 DL0773* NAD 83(1986) POSITION- 33 13 39.43   (N) 093 37 18.44   (W)   HD_HELD1
 DL0773* NAVD 88 ORTHO HEIGHT -    79.228 (meters)      259.93  (feet) ADJUSTED
 DL0773  ______________________________________________________________________
 DL0773  GEOID HEIGHT    -        -26.593 (meters)                     GEOID18
 DL0773  DYNAMIC HEIGHT  -         79.142 (meters)      259.65  (feet) COMP
 DL0773  MODELED GRAVITY -    979,559.8   (mgal)                       NAVD 88
 DL0773
 DL0773  VERT ORDER      -  FIRST     CLASS II
 DL0773
 DL0773.The horizontal coordinates were determined by differentially corrected
 DL0773.hand held GPS observations or other comparable positioning techniques
 DL0773.and have an estimated accuracy of +/- 3 meters.
 DL0773
 DL0773.The orthometric height was determined by differential leveling and
 DL0773.adjusted by the NATIONAL GEODETIC SURVEY
 DL0773.in June 1991.
 DL0773
 DL0773.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0773.GEOID18 height accuracy estimate available here.
 DL0773
 DL0773.Click photographs - Photos may exist for this station.
 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     -   463,415.4     248,832.8     MT  (+/- 3 meters HH1 GPS) 
 DL0773
 DL0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS4206476693(NAD 83)
 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
 DL0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0773.See file dsdata.pdf to determine how the superseded data were derived.
 DL0773
 DL0773_MARKER: DS = TRIANGULATION STATION DISK
 DL0773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0773_STAMPING: CANFIELD 1951
 DL0773_MARK LOGO: CGS
 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             CGS
 DL0773
 DL0773                          STATION DESCRIPTION
 DL0773
 DL0773'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DL0774 ***********************************************************************
 DL0774  DESIGNATION -  CANFIELD RESET
 DL0774  PID         -  DL0774
 DL0774  STATE/COUNTY-  AR/LAFAYETTE
 DL0774  COUNTRY     -  US
 DL0774  USGS QUAD   -  BRADLEY NE (2017)
 DL0774
 DL0774                         *CURRENT SURVEY CONTROL
 DL0774  ______________________________________________________________________
 DL0774* NAD 83(1997) POSITION- 33 13 39.42890(N) 093 37 18.44062(W)   ADJUSTED
 DL0774* NAVD 88 ORTHO HEIGHT -    79.09  (meters)      259.5   (feet) RESET
 DL0774  ______________________________________________________________________
 DL0774  GEOID HEIGHT    -        -26.593 (meters)                     GEOID18
 DL0774  LAPLACE CORR    -          0.61  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0774.GEOID18 height accuracy estimate available here.
 DL0774
 DL0774.Click photographs - Photos may exist for this station.
 DL0774
 DL0774.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL0774
 DL0774. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999176  x   1.00001684  =   1.00000860
 DL0774!UTM  15      -   0.99999176  x   0.99964138  =   0.99963314
 DL0774
 DL0774:                Primary Azimuth Mark                     Grid Az
 DL0774:SPC AR S     -  BRADLEY                                  192 54 21.2
 DL0774:UTM  15      -  BRADLEY                                  192 20 20.1
 DL0774
 DL0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS4206476693(NAD 83)
 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(1993)-  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              79.28   (m)          260.1    (f) LEVELING    3  
 DL0774
 DL0774.Superseded values are not recommended for survey control.
 DL0774
 DL0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0774.See file dsdata.pdf to determine how the superseded data were derived.
 DL0774
 DL0774_MARKER: DS = TRIANGULATION STATION DISK
 DL0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0774_STAMPING: CANFIELD 1951 1963
 DL0774_MARK LOGO: CGS
 DL0774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0774+STABILITY: SURFACE MOTION
 DL0774
 DL0774  HISTORY     - Date     Condition        Report By
 DL0774  HISTORY     - 1963     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 1963 (VRS)
 DL0774'THE STATION IS LOCATED ABOUT 3.5 MILES NORTHEAST OF CANFIELD ON LAND
 DL0774'OWNED BY MRS. HENRY MOORE.  IT IS LOCATED 63 FEET EAST OF STATE
 DL0774'HIGHWAY 29, AND 30 FEET EAST OF WITNESS POST.
 DL0774'
 DL0774'TO REACH FROM THE RAILROAD DEPOT AT CANFIELD, GO NORTHERLY ON STATE
 DL0774'HIGHWAY 29 FOR 2.1 MILES TO AZIMUTH MARK ON THE LEFT.  CONTINUE FOR
 DL0774'1.1 MILES TO STATION ON THE RIGHT.
 DL0774'
 DL0774'THE STATION MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED CANFIELD
 DL0774'1951.
 DL0774'
 DL0774'REFERENCE MARK NO. 1 IS 68 FEET EAST OF CENTER OF STATE HIGHWAY 29.
 DL0774'IT PROJECTS 7 INCHES, AND THE DISK IS STAMPED CANFIELD NO 1 1951.
 DL0774'
 DL0774'REFERENCE MARK NO. 2 IS 1 FOOT EAST OF WIRE FENCE, AND 21 FEET WEST OF
 DL0774'THE CENTER OF STATE HIGHWAY 29.  IT PROJECTS 4 INCHES, AND THE DISK IS
 DL0774'STAMPED CANFIELD NO 2 1951.
 DL0774'
 DL0774'THE AZIMUTH MARK IS A STANDARD USGS BENCH MARK SET IN AN 8-INCH
 DL0774'SQUARE, CONCRETE POST.  IT IS 49 FEET EAST OF THE EAST RAIL OF THE
 DL0774'RAILROAD TRACK, 2 FEET EAST OF THE WIRE FENCE, 2 FEET SOUTHEAST OF
 DL0774'POWERLINE POLE NO. 2639, AND 25 FEET WEST OF THE CENTER OF STATE
 DL0774'HIGHWAY 29.  IT PROJECTS 6 INCHES, AND THE DISK IS STAMPED TT 6 JCL
 DL0774'1949.
 DL0774'
 DL0774'SUB BASE H 48500 IS AN UNIDENTIFIED COPPER DISK SET IN A 6-INCH
 DL0774'SQUARE, CONCRETE POST.  IT IS 47 FEET EAST OF THE EAST RAIL OF THE
 DL0774'RAILROAD TRACK, 1 FOOT WEST OF A TELEPHONE POLE, AND IS 21 FEET WEST
 DL0774'OF THE CENTER OF STATE HIGHWAY 29.  IT PROJECTS 2 INCHES, AND THE DISK
 DL0774'IS STAMPED H 48500 1948.  CAST IN THE DISK IS SUB BASE.
 DL0774'
 DL0774'STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN THE TOPS OF
 DL0774'12-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 1 FOOT AND
 DL0774'WAS SLIGHTLY TILTED.  THIS MARK WAS REMOVED AND THE UNDERGROUND MARK
 DL0774'WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE SURFACE MARK WAS
 DL0774'RESET BY PLUMBING OVER THE UNDERGROUND MARK.  SINCE THIS MARK HAD BEEN
 DL0774'USED FOR A BENCH MARK (LINE 18), LEVELS WERE RUN AND THE MARK WAS
 DL0774'LOWERED 0.455 FEET.  THE DISK WAS RESTAMPED CANFIELD 1951 1963.  IT IS
 DL0774'251 FEET SOUTH OF CENTERLINE OF A GRADED DIRT ROAD, 228 FEET NORTH OF
 DL0774'A PRIVATE DRIVEWAY, 45 FEET EAST OF CENTERLINE OF HIGHWAY AND 8.5 FEET
 DL0774'SOUTHWEST OF A TRIANGLE-BLAZED 14-INCH OAK TREE.
 DL0774'
 DL0774'R.M. NO. 1 WAS THE ONLY OTHER MARK RECOVERED.  THE OTHER REFERENCE AND
 DL0774'THE AZIMUTH MARKS WERE PROBABLY DESTROYED BY HIGHWAY IMPROVMENT.  NO
 DL0774'ADDITIONAL MARKS WERE ESTABLISHED AT THIS TIME AS NO OBJECTS WERE
 DL0774'VISABLE FROM THE GROUND AT THE STATION.
 DL0774'
 DL0774'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE FOR
 DL0774'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 = MARCH 20, 2026 22:17:28 EDT
 DL0772 ***********************************************************************
 DL0772  DESIGNATION -  CANFIELD RM 1
 DL0772  PID         -  DL0772
 DL0772  STATE/COUNTY-  AR/LAFAYETTE
 DL0772  COUNTRY     -  US
 DL0772  USGS QUAD   -  BRADLEY NE (2017)
 DL0772
 DL0772                         *CURRENT SURVEY CONTROL
 DL0772  ______________________________________________________________________
 DL0772* NAD 83(1986) POSITION- 33 13 40.29   (N) 093 37 17.93   (W)   HD_HELD1
 DL0772* NAVD 88 ORTHO HEIGHT -    79.059 (meters)      259.38  (feet) ADJUSTED
 DL0772  ______________________________________________________________________
 DL0772  GEOID HEIGHT    -        -26.593 (meters)                     GEOID18
 DL0772  DYNAMIC HEIGHT  -         78.974 (meters)      259.10  (feet) COMP
 DL0772  MODELED GRAVITY -    979,559.8   (mgal)                       NAVD 88
 DL0772
 DL0772  VERT ORDER      -  FIRST     CLASS II
 DL0772
 DL0772.The horizontal coordinates were determined by differentially corrected
 DL0772.hand held GPS observations or other comparable positioning techniques
 DL0772.and have an estimated accuracy of +/- 3 meters.
 DL0772
 DL0772.The orthometric height was determined by differential leveling and
 DL0772.adjusted by the NATIONAL GEODETIC SURVEY
 DL0772.in June 1991.
 DL0772
 DL0772.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0772.GEOID18 height accuracy estimate available here.
 DL0772
 DL0772.Click photographs - Photos may exist for this station.
 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     -   463,441.6     248,846.4     MT  (+/- 3 meters HH1 GPS) 
 DL0772
 DL0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS4207776719(NAD 83)
 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
 DL0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0772.See file dsdata.pdf to determine how the superseded data were derived.
 DL0772
 DL0772_MARKER: DR = REFERENCE MARK DISK
 DL0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0772_STAMPING: CANFIELD NO 1 1951
 DL0772_MARK LOGO: CGS
 DL0772_PROJECTION: PROJECTING 15 CENTIMETERS
 DL0772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0772+STABILITY: SURFACE MOTION
 DL0772
 DL0772  HISTORY     - Date     Condition        Report By
 DL0772  HISTORY     - 1951     MONUMENTED       CGS
 DL0772  HISTORY     - 1960     GOOD             CGS
 DL0772  HISTORY     - 1963     GOOD             CGS
 DL0772
 DL0772                          STATION DESCRIPTION
 DL0772
 DL0772'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1963
 DL0772'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1937 ***********************************************************************
 FG1937  DESIGNATION -  CANTPORT
 FG1937  PID         -  FG1937
 FG1937  STATE/COUNTY-  AR/FAULKNER
 FG1937  COUNTRY     -  US
 FG1937  USGS QUAD   -  CONWAY (2017)
 FG1937
 FG1937                         *CURRENT SURVEY CONTROL
 FG1937  ______________________________________________________________________
 FG1937* NAD 83(1997) POSITION- 35 04 54.02199(N) 092 25 43.06088(W)   ADJUSTED
 FG1937* NAD 83(1997) ELLIP HT-    67.414 (meters)        (09/24/01)   ADJUSTED
 FG1937* NAVD 88 ORTHO HEIGHT -    95.1   (meters)      312.    (feet) VERTCON3
 FG1937  ______________________________________________________________________
 FG1937  GEOID HEIGHT    -        -27.918 (meters)                     GEOID18
 FG1937  NAD 83(1997) X  -   -221,420.510 (meters)                     COMP
 FG1937  NAD 83(1997) Y  - -5,220,586.169 (meters)                     COMP
 FG1937  NAD 83(1997) Z  -  3,645,324.191 (meters)                     COMP
 FG1937  LAPLACE CORR    -          2.57  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1937.GEOID18 height accuracy estimate available here.
 FG1937
 FG1937.Click photographs - Photos may exist for this station.
 FG1937
 FG1937.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FG1937
 FG1937.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1937
 FG1937.The ellipsoidal height was determined by GPS observations
 FG1937.and is referenced to NAD 83.
 FG1937
 FG1937. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5208782249(NAD 83)
 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)   67.396  (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)  RAPSU86  model used  GPS OBS        
 FG1937
 FG1937.Superseded values are not recommended for survey control.
 FG1937
 FG1937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1937.See file dsdata.pdf to determine how the superseded data were derived.
 FG1937
 FG1937_STAMPING: CANTPORT 1990
 FG1937_MARK LOGO: NGS
 FG1937_PROJECTION: FLUSH
 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  HISTORY     - 20190206 MARK NOT FOUND   ARHD
 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.
 FG1937
 FG1937                          STATION RECOVERY (2019)
 FG1937
 FG1937'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2019 (JDH)
 FG1937'THERE IS A NEW CITY STREET CONSTRUCTION BECAUSE THE AIRPORT HAS BEEN
 FG1937'CLOSED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1938 ***********************************************************************
 FG1938  DESIGNATION -  CANTPORT AZ MK
 FG1938  PID         -  FG1938
 FG1938  STATE/COUNTY-  AR/FAULKNER
 FG1938  COUNTRY     -  US
 FG1938  USGS QUAD   -  CONWAY (2017)
 FG1938
 FG1938                         *CURRENT SURVEY CONTROL
 FG1938  ______________________________________________________________________
 FG1938* NAD 83(1997) POSITION- 35 04 56.49289(N) 092 25 29.50666(W)   ADJUSTED
 FG1938* NAD 83(1997) ELLIP HT-    65.835 (meters)        (09/24/01)   ADJUSTED
 FG1938* NAVD 88 ORTHO HEIGHT -    93.751 (meters)      307.58  (feet) ADJUSTED
 FG1938  ______________________________________________________________________
 FG1938  GEOID HEIGHT    -        -27.914 (meters)                     GEOID18
 FG1938  NAD 83(1997) X  -   -221,075.544 (meters)                     COMP
 FG1938  NAD 83(1997) Y  - -5,220,555.690 (meters)                     COMP
 FG1938  NAD 83(1997) Z  -  3,645,385.597 (meters)                     COMP
 FG1938  LAPLACE CORR    -          2.55  (seconds)                    DEFLEC18
 FG1938  DYNAMIC HEIGHT  -         93.663 (meters)      307.29  (feet) COMP
 FG1938  MODELED GRAVITY -    979,695.4   (mgal)                       NAVD 88
 FG1938
 FG1938  HORZ ORDER      -  FIRST
 FG1938  VERT ORDER      -  FIRST     CLASS II
 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 orthometric height was determined by differential leveling and
 FG1938.adjusted by the NATIONAL GEODETIC SURVEY
 FG1938.in January 2024.
 FG1938
 FG1938.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1938.GEOID18 height accuracy estimate available here.
 FG1938
 FG1938.Click photographs - Photos may exist for this station.
 FG1938
 FG1938.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FG1938
 FG1938.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1938
 FG1938.The ellipsoidal height was determined by GPS observations
 FG1938.and is referenced to NAD 83.
 FG1938
 FG1938.The dynamic height is computed by dividing the NAVD 88
 FG1938.geopotential number by the normal gravity value computed on the
 FG1938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1938.degrees latitude (g = 980.6199 gals.).
 FG1938
 FG1938.The modeled gravity was interpolated from observed gravity values.
 FG1938
 FG1938. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5242982327(NAD 83)
 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)   65.818  (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)  RAPSU86  model used  GPS OBS        
 FG1938
 FG1938.Superseded values are not recommended for survey control.
 FG1938
 FG1938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1938.See file dsdata.pdf to determine how the superseded data were derived.
 FG1938
 FG1938_MARKER: F = FLANGE-ENCASED ROD
 FG1938_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FG1938_STAMPING: CANTPORT AZ MK 1990
 FG1938_MARK LOGO: NGS
 FG1938_PROJECTION: FLUSH
 FG1938_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 FG1938_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1938_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG1938+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2023
 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  HISTORY     - 20190206 GOOD             ARHD
 FG1938  HISTORY     - 20230928 GOOD             ARHD
 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.
 FG1938
 FG1938                          STATION RECOVERY (2019)
 FG1938
 FG1938'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2019 (JDH)
 FG1938'IT IS 1 FT (0.3 M) WEST OF A WITNESS POST.
 FG1938
 FG1938                          STATION RECOVERY (2023)
 FG1938
 FG1938'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2023 (JDH)
 FG1938'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0507 ***********************************************************************
 EJ0507  DESIGNATION -  CAPE
 EJ0507  PID         -  EJ0507
 EJ0507  STATE/COUNTY-  AR/JEFFERSON
 EJ0507  COUNTRY     -  US
 EJ0507  USGS QUAD   -  REDFIELD (2017)
 EJ0507
 EJ0507                         *CURRENT SURVEY CONTROL
 EJ0507  ______________________________________________________________________
 EJ0507* NAD 83(1986) POSITION- 34 25 09.2    (N) 092 10 40.9    (W)   HD_HELD2
 EJ0507* NAVD 88 ORTHO HEIGHT -   104.356 (meters)      342.37  (feet) ADJUSTED
 EJ0507  ______________________________________________________________________
 EJ0507  GEOID HEIGHT    -        -26.069 (meters)                     GEOID18
 EJ0507  DYNAMIC HEIGHT  -        104.257 (meters)      342.05  (feet) COMP
 EJ0507  MODELED GRAVITY -    979,685.8   (mgal)                       NAVD 88
 EJ0507
 EJ0507  VERT ORDER      -  FIRST     CLASS II
 EJ0507
 EJ0507.The horizontal coordinates were established by autonomous hand held GPS
 EJ0507.observations and have an estimated accuracy of +/- 10 meters.
 EJ0507
 EJ0507.The orthometric height was determined by differential leveling and
 EJ0507.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0507.in June 1991.
 EJ0507
 EJ0507.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0507.GEOID18 height accuracy estimate available here.
 EJ0507
 EJ0507.Click photographs - Photos may exist for this station.
 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     -   594,396.      383,635.      MT  (+/- 10 meters HH2 GPS)
 EJ0507
 EJ0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7553308946(NAD 83)
 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
 EJ0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0507.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0507
 EJ0507_MARKER: DD = SURVEY DISK
 EJ0507_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0507_STAMPING: CAPE
 EJ0507_MARK LOGO: CGS+SS
 EJ0507_PROJECTION: PROJECTING 8 CENTIMETERS
 EJ0507_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0507
 EJ0507  HISTORY     - Date     Condition        Report By
 EJ0507  HISTORY     - 1934     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 = MARCH 20, 2026 22:17:28 EDT
 EJ0157 ***********************************************************************
 EJ0157  DESIGNATION -  CAR
 EJ0157  PID         -  EJ0157
 EJ0157  STATE/COUNTY-  AR/SALINE
 EJ0157  COUNTRY     -  US
 EJ0157  USGS QUAD   -  BRYANT (2017)
 EJ0157
 EJ0157                         *CURRENT SURVEY CONTROL
 EJ0157  ______________________________________________________________________
 EJ0157* NAD 83(1986) POSITION- 34 35 40.08   (N) 092 29 20.74   (W)   HD_HELD1
 EJ0157* NAVD 88 ORTHO HEIGHT -   119.918 (meters)      393.43  (feet) ADJUSTED
 EJ0157  ______________________________________________________________________
 EJ0157  GEOID HEIGHT    -        -26.384 (meters)                     GEOID18
 EJ0157  DYNAMIC HEIGHT  -        119.805 (meters)      393.06  (feet) COMP
 EJ0157  MODELED GRAVITY -    979,692.4   (mgal)                       NAVD 88
 EJ0157
 EJ0157  VERT ORDER      -  FIRST     CLASS II
 EJ0157
 EJ0157.The horizontal coordinates were determined by differentially corrected
 EJ0157.hand held GPS observations or other comparable positioning techniques
 EJ0157.and have an estimated accuracy of +/- 3 meters.
 EJ0157
 EJ0157.The orthometric height was determined by differential leveling and
 EJ0157.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0157.in June 1991.
 EJ0157
 EJ0157.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0157.GEOID18 height accuracy estimate available here.
 EJ0157
 EJ0157.Click photographs - Photos may exist for this station.
 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     -   613,928.4     355,134.0     MT  (+/- 3 meters HH1 GPS) 
 EJ0157
 EJ0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU4685028191(NAD 83)
 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
 EJ0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0157.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0157
 EJ0157_MARKER: DD = SURVEY DISK
 EJ0157_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0157_STAMPING: CAR 1934
 EJ0157_MARK LOGO: CGS+SS
 EJ0157_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0157
 EJ0157  HISTORY     - Date     Condition        Report By
 EJ0157  HISTORY     - 1934     MONUMENTED       ARGS
 EJ0157  HISTORY     - 1935     GOOD             CGS
 EJ0157  HISTORY     - 1941     GOOD             ARHD
 EJ0157  HISTORY     - 19841204 MARK NOT FOUND   USPSQD
 EJ0157
 EJ0157                          STATION DESCRIPTION
 EJ0157
 EJ0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0157'IN THE TOWN OF BRYANT, AT THE INTERSECTION OF GRAVEL ROAD WITH
 EJ0157'M.P.R.R. TRACK, ABOUT 1450 FEET EAST OF MISSOURI PACIFIC R.R. STATION,
 EJ0157'ABOUT 500 FEET EAST OF M.P. 362-20, 52 FEET EAST OF CENTERLINE OF
 EJ0157'GRAVEL ROAD CROSSING, 21.7 FEET SOUTH OF CENTERLINE OF SOUTH TRACK OF
 EJ0157'MISSOURI PACIFIC R.R., 18.5 FEET EAST OF TELEPHONE POLE.  TABLET SET
 EJ0157'IN A PRECAST CONCRETE POST SET AT WEST END OF RAILROAD CURVE.  NOTE-52
 EJ0157'FT EAST OF CENTERLINE OF RD SHOULD BE 52 FT EAST OF CENTER OF CONCRETE
 EJ0157'OVERPASS.
 EJ0157
 EJ0157                          STATION RECOVERY (1941)
 EJ0157
 EJ0157'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 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 = MARCH 20, 2026 22:17:28 EDT
 DL0098 ***********************************************************************
 DL0098  DESIGNATION -  CAREYVILLE BOLT
 DL0098  PID         -  DL0098
 DL0098  STATE/COUNTY-  AR/UNION
 DL0098  COUNTRY     -  US
 DL0098  USGS QUAD   -  MORO BAY (2017)
 DL0098
 DL0098                         *CURRENT SURVEY CONTROL
 DL0098  ______________________________________________________________________
 DL0098* NAD 83(1986) POSITION- 33 15 48.     (N) 092 18 32.     (W)   SCALED
 DL0098* NAVD 88 ORTHO HEIGHT -    25.116 (meters)       82.40  (feet) ADJUSTED
 DL0098  ______________________________________________________________________
 DL0098  GEOID HEIGHT    -        -26.197 (meters)                     GEOID18
 DL0098  DYNAMIC HEIGHT  -         25.089 (meters)       82.31  (feet) COMP
 DL0098  MODELED GRAVITY -    979,570.3   (mgal)                       NAVD 88
 DL0098
 DL0098  VERT ORDER      -  SECOND    CLASS 0
 DL0098
 DL0098.The horizontal coordinates were scaled from a map and have
 DL0098.an estimated accuracy of +/- 6 seconds.
 DL0098
 DL0098.The orthometric height was determined by differential leveling and
 DL0098.adjusted by the NATIONAL GEODETIC SURVEY
 DL0098.in June 1991.
 DL0098
 DL0098.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0098.GEOID18 height accuracy estimate available here.
 DL0098
 DL0098.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS643806(NAD 83)
 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
 DL0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0098.See file dsdata.pdf to determine how the superseded data were derived.
 DL0098
 DL0098_MARKER: B = BOLT
 DL0098_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL0098_SP_SET: UNDERGROUND STONE
 DL0098_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0098
 DL0098  HISTORY     - Date     Condition        Report By
 DL0098  HISTORY     - UNK      MONUMENTED       USACE
 DL0098  HISTORY     - 1960     MARK NOT FOUND   CGS
 DL0098
 DL0098                          STATION DESCRIPTION
 DL0098
 DL0098'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EH2166 ***********************************************************************
 EH2166  DESIGNATION -  CARLISLE
 EH2166  PID         -  EH2166
 EH2166  STATE/COUNTY-  AR/LONOKE
 EH2166  COUNTRY     -  US
 EH2166  USGS QUAD   -  CARLISLE (2017)
 EH2166
 EH2166                         *CURRENT SURVEY CONTROL
 EH2166  ______________________________________________________________________
 EH2166* NAD 83(1997) POSITION- 34 46 56.42684(N) 091 43 59.65355(W)   ADJUSTED
 EH2166* NAVD 88 ORTHO HEIGHT -    71.578 (meters)      234.84  (feet) ADJUSTED
 EH2166  ______________________________________________________________________
 EH2166  GEOID HEIGHT    -        -26.885 (meters)                     GEOID18
 EH2166  LAPLACE CORR    -         -0.83  (seconds)                    DEFLEC18
 EH2166  DYNAMIC HEIGHT  -         71.511 (meters)      234.62  (feet) COMP
 EH2166  MODELED GRAVITY -    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 and
 EH2166.adjusted by the NATIONAL GEODETIC SURVEY
 EH2166.in June 1991.
 EH2166
 EH2166.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2166.GEOID18 height accuracy estimate available here.
 EH2166
 EH2166.Click photographs - Photos may exist for this station.
 EH2166
 EH2166.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999298  x   1.00000353  =   0.99999651
 EH2166!UTM  15      -   0.99999298  x   0.99976557  =   0.99975856
 EH2166
 EH2166:                Primary Azimuth Mark                     Grid Az
 EH2166:SPC AR S     -  MCCREANOR RESET                          270 46 07.0
 EH2166:UTM  15      -  MCCREANOR RESET                          270 11 42.7
 EH2166
 EH2166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU1590249636(NAD 83)
 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  USSD        -  34 46 56.24500(N)    091 43 58.85000(W) AD(       ) 3
 EH2166  NGVD 29              71.63   (m)          235.0    (f) LEVELING    3  
 EH2166  NGVD 29 (11/26/84)   71.589  (m)          234.87   (f) ADJUSTED    1 2
 EH2166
 EH2166.Superseded values are not recommended for survey control.
 EH2166
 EH2166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2166.See file dsdata.pdf to determine how the superseded data were derived.
 EH2166
 EH2166_MARKER: DS = TRIANGULATION STATION DISK
 EH2166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2166_STAMPING: CARLISLE 1916 1920 BM
 EH2166_MARK LOGO: CGS
 EH2166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2166+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EH3078 ***********************************************************************
 EH3078  DESIGNATION -  CARLISLE ARK ST RICE MILL E TK
 EH3078  PID         -  EH3078
 EH3078  STATE/COUNTY-  AR/LONOKE
 EH3078  COUNTRY     -  US
 EH3078  USGS QUAD   -  POCKET PRAIRIE (2017)
 EH3078
 EH3078                         *CURRENT SURVEY CONTROL
 EH3078  ______________________________________________________________________
 EH3078* NAD 83(1997) POSITION- 34 47 00.11446(N) 091 45 04.43587(W)   ADJUSTED
 EH3078  ______________________________________________________________________
 EH3078  GEOID HEIGHT    -        -26.877 (meters)                     GEOID18
 EH3078  LAPLACE CORR    -         -0.79  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH3078.GEOID18 height accuracy estimate available here.
 EH3078
 EH3078.Click photographs - Photos may exist for this station.
 EH3078
 EH3078.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH3078
 EH3078. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU1425449729(NAD 83)
 EH3078
 EH3078                          SUPERSEDED SURVEY CONTROL
 EH3078
 EH3078  NAD 83(1986)-  34 47 00.11862(N)    091 45 04.43007(W) AD(       ) 3
 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
 EH3078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3078.See file dsdata.pdf to determine how the superseded data were derived.
 EH3078
 EH3078_MARKER: 51 = TANK
 EH3078_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH3078+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2008
 EH3078
 EH3078  HISTORY     - Date     Condition        Report By
 EH3078  HISTORY     - 1934     FIRST OBSERVED   CGS
 EH3078  HISTORY     - 1965     GOOD             CGS
 EH3078  HISTORY     - 20080625 GOOD             GEOCAC
 EH3078
 EH3078                          STATION DESCRIPTION
 EH3078
 EH3078'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH3078'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
 EH3078
 EH3078                          STATION RECOVERY (2008)
 EH3078
 EH3078'RECOVERY NOTE BY GEOCACHING 2008 (MM)
 EH3078'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH3054 ***********************************************************************
 EH3054  DESIGNATION -  CARLISLE MUNICIPAL TANK
 EH3054  PID         -  EH3054
 EH3054  STATE/COUNTY-  AR/LONOKE
 EH3054  COUNTRY     -  US
 EH3054  USGS QUAD   -  CARLISLE (2017)
 EH3054
 EH3054                         *CURRENT SURVEY CONTROL
 EH3054  ______________________________________________________________________
 EH3054* NAD 83(1997) POSITION- 34 47 03.39555(N) 091 44 44.95634(W)   ADJUSTED
 EH3054  ______________________________________________________________________
 EH3054  GEOID HEIGHT    -        -26.881 (meters)                     GEOID18
 EH3054  LAPLACE CORR    -         -0.79  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH3054.GEOID18 height accuracy estimate available here.
 EH3054
 EH3054.Click photographs - Photos may exist for this station.
 EH3054
 EH3054.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH3054
 EH3054. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU1474849837(NAD 83)
 EH3054
 EH3054                          SUPERSEDED SURVEY CONTROL
 EH3054
 EH3054  NAD 83(1986)-  34 47 03.39964(N)    091 44 44.95027(W) AD(       ) 3
 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
 EH3054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3054.See file dsdata.pdf to determine how the superseded data were derived.
 EH3054
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2167 ***********************************************************************
 EH2167  DESIGNATION -  CARLISLE RM
 EH2167  PID         -  EH2167
 EH2167  STATE/COUNTY-  AR/LONOKE
 EH2167  COUNTRY     -  US
 EH2167  USGS QUAD   -  CARLISLE (2017)
 EH2167
 EH2167                         *CURRENT SURVEY CONTROL
 EH2167  ______________________________________________________________________
 EH2167* NAD 83(1986) POSITION- 34 46 56.12   (N) 091 43 59.79   (W)   HD_HELD1
 EH2167* NAVD 88 ORTHO HEIGHT -    71.224 (meters)      233.67  (feet) ADJUSTED
 EH2167  ______________________________________________________________________
 EH2167  GEOID HEIGHT    -        -26.885 (meters)                     GEOID18
 EH2167  DYNAMIC HEIGHT  -         71.157 (meters)      233.45  (feet) COMP
 EH2167  MODELED GRAVITY -    979,697.6   (mgal)                       NAVD 88
 EH2167
 EH2167  VERT ORDER      -  FIRST     CLASS II
 EH2167
 EH2167.The horizontal coordinates were determined by differentially corrected
 EH2167.hand held GPS observations or other comparable positioning techniques
 EH2167.and have an estimated accuracy of +/- 3 meters.
 EH2167
 EH2167.The orthometric height was determined by differential leveling and
 EH2167.adjusted by the NATIONAL GEODETIC SURVEY
 EH2167.in June 1991.
 EH2167
 EH2167.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2167.GEOID18 height accuracy estimate available here.
 EH2167
 EH2167.Click photographs - Photos may exist for this station.
 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     -   634,685.1     424,413.2     MT  (+/- 3 meters HH1 GPS) 
 EH2167
 EH2167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU1589949627(NAD 83)
 EH2167
 EH2167                          SUPERSEDED SURVEY CONTROL
 EH2167
 EH2167  NGVD 29 (11/26/84)   71.235  (m)          233.71   (f) ADJUSTED    1 2
 EH2167
 EH2167.Superseded values are not recommended for survey control.
 EH2167
 EH2167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2167.See file dsdata.pdf to determine how the superseded data were derived.
 EH2167
 EH2167_MARKER: DR = REFERENCE MARK DISK
 EH2167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2167_STAMPING: BM
 EH2167_MARK LOGO: CGS
 EH2167_PROJECTION: RECESSED 10 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH3112 ***********************************************************************
 EH3112  DESIGNATION -  CARLPORT
 EH3112  PID         -  EH3112
 EH3112  STATE/COUNTY-  AR/LONOKE
 EH3112  COUNTRY     -  US
 EH3112  USGS QUAD   -  CARLISLE (2017)
 EH3112
 EH3112                         *CURRENT SURVEY CONTROL
 EH3112  ______________________________________________________________________
 EH3112* NAD 83(1997) POSITION- 34 48 16.75029(N) 091 42 42.92971(W)   ADJUSTED
 EH3112* NAD 83(1997) ELLIP HT-    45.974 (meters)        (09/24/01)   ADJUSTED
 EH3112* NAVD 88 ORTHO HEIGHT -    72.8   (meters)      239.    (feet) VERTCON3
 EH3112  ______________________________________________________________________
 EH3112  GEOID HEIGHT    -        -26.932 (meters)                     GEOID18
 EH3112  NAD 83(1997) X  -   -156,626.810 (meters)                     COMP
 EH3112  NAD 83(1997) Y  - -5,240,524.529 (meters)                     COMP
 EH3112  NAD 83(1997) Z  -  3,620,119.680 (meters)                     COMP
 EH3112  LAPLACE CORR    -         -0.76  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH3112.GEOID18 height accuracy estimate available here.
 EH3112
 EH3112.Click photographs - Photos may exist for this station.
 EH3112
 EH3112.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH3112
 EH3112.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH3112
 EH3112.The ellipsoidal height was determined by GPS observations
 EH3112.and is referenced to NAD 83.
 EH3112
 EH3112. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU1782152136(NAD 83)
 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)   45.969  (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)  RAPSU86  model used  GPS OBS        
 EH3112
 EH3112.Superseded values are not recommended for survey control.
 EH3112
 EH3112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3112.See file dsdata.pdf to determine how the superseded data were derived.
 EH3112
 EH3112_MARKER: F = FLANGE-ENCASED ROD
 EH3112_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EH3112_STAMPING: CARLPORT 1990
 EH3112_MARK LOGO: NGS
 EH3112_PROJECTION: FLUSH
 EH3112_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH3112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH3112_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH3112+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2008
 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  HISTORY     - 20080507 GOOD             GEOMET
 EH3112
 EH3112                          STATION DESCRIPTION
 EH3112
 EH3112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 EH3112'THE STATION IS LOCATED ABOUT 18.0 KM (11.2 MI) EAST-NORTHEAST OF
 EH3112'LONOKE, 12.4 KM (7.7 MI) NORTHEAST OF HAZEN, AND 4.8 KM (3.0 MI)
 EH3112'NORTHEAST OF CARLISLE.  AT THE CARLISLE MUNICIPAL AIRPORT.
 EH3112'OWNERSHIP--CITY OF CARLISLE AR 72024.  AIRPORT MANAGER IS TED COOK,
 EH3112'BOX 840, CARLISLE, AR 72024.  PHONE IS 501-552-3254 OR HOME
 EH3112'501-552-3347.
 EH3112'
 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'
 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.  DESCRIBED BY R.D.BALL.
 EH3112'
 EH3112'THE STATION CAN ALSO BE REACHED FROM THE JUNCTION OF U.S.HIGHWAY 70
 EH3112'EAST AND STATE ROUTE 13 NORTH, LOCATED AT THE SOUTH SIDE OF CARLISLE,
 EH3112'GO EAST ALONG U.S.HIGHWAY 70 FOR 0.75 MI (1.21 KM) TO AN ASPHALT ROAD
 EH3112'ON THE LEFT, LOCATED BETWEEN BRANDT MACHINE WORKS BUILDING AND THE
 EH3112'WEST END OF GRAIN ELEVATORS.
 EH3112
 EH3112                          STATION RECOVERY (1998)
 EH3112
 EH3112'RECOVERY NOTE BY NATL RESOUR CONSERV 1998 (RHF)
 EH3112'RECOVERED AS DESCRIBED.
 EH3112
 EH3112                          STATION RECOVERY (2008)
 EH3112
 EH3112'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2008 (DG)
 EH3112'RECOVERED AS DESCRIBED, FOUND IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH3113 ***********************************************************************
 EH3113  DESIGNATION -  CARLPORT AZ MK
 EH3113  PID         -  EH3113
 EH3113  STATE/COUNTY-  AR/LONOKE
 EH3113  COUNTRY     -  US
 EH3113  USGS QUAD   -  CARLISLE (2017)
 EH3113
 EH3113                         *CURRENT SURVEY CONTROL
 EH3113  ______________________________________________________________________
 EH3113* NAD 83(1997) POSITION- 34 48 17.36911(N) 091 43 19.23400(W)   ADJUSTED
 EH3113* NAD 83(1997) ELLIP HT-    45.624 (meters)        (09/24/01)   ADJUSTED
 EH3113* NAVD 88 ORTHO HEIGHT -    72.4   (meters)      238.    (feet) VERTCON3
 EH3113  ______________________________________________________________________
 EH3113  GEOID HEIGHT    -        -26.927 (meters)                     GEOID18
 EH3113  NAD 83(1997) X  -   -157,548.847 (meters)                     COMP
 EH3113  NAD 83(1997) Y  - -5,240,485.713 (meters)                     COMP
 EH3113  NAD 83(1997) Z  -  3,620,135.138 (meters)                     COMP
 EH3113  LAPLACE CORR    -         -0.74  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH3113.GEOID18 height accuracy estimate available here.
 EH3113
 EH3113.Click photographs - Photos may exist for this station.
 EH3113
 EH3113.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH3113
 EH3113.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH3113
 EH3113.The ellipsoidal height was determined by GPS observations
 EH3113.and is referenced to NAD 83.
 EH3113
 EH3113. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU1689852143(NAD 83)
 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)   45.619  (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)  RAPSU86  model used  GPS OBS        
 EH3113
 EH3113.Superseded values are not recommended for survey control.
 EH3113
 EH3113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3113.See file dsdata.pdf to determine how the superseded data were derived.
 EH3113
 EH3113_MARKER: I = METAL ROD
 EH3113_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 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 - May 07, 2008
 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  HISTORY     - 20080507 GOOD             GEOMET
 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.
 EH3113
 EH3113                          STATION RECOVERY (2008)
 EH3113
 EH3113'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2008 (DG)
 EH3113'RECOVERED AS DESCRIBED, THE METAL LID IS GONE AND THE SIDES HAVE BEEN
 EH3113'DAMAGED, POSSIBLE BY A MOWER
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1899 ***********************************************************************
 FG1899  DESIGNATION -  CARROLL
 FG1899  PID         -  FG1899
 FG1899  STATE/COUNTY-  AR/LOGAN
 FG1899  COUNTRY     -  US
 FG1899  USGS QUAD   -  CAULKSVILLE (2017)
 FG1899
 FG1899                         *CURRENT SURVEY CONTROL
 FG1899  ______________________________________________________________________
 FG1899* NAD 83(1997) POSITION- 35 18 09.04093(N) 093 45 11.79762(W)   ADJUSTED
 FG1899* NAVD 88 ORTHO HEIGHT -   312.    (meters)     1024.    (feet) SCALED
 FG1899  ______________________________________________________________________
 FG1899  GEOID HEIGHT    -        -29.732 (meters)                     GEOID18
 FG1899  LAPLACE CORR    -          0.36  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1899.GEOID18 height accuracy estimate available here.
 FG1899
 FG1899.Click photographs - Photos may exist for this station.
 FG1899
 FG1899.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1899
 FG1899. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 FG1899:SPC AR N     -  RICH                                     109 14 32.2
 FG1899:UTM  15      -  RICH                                     108 39 26.6
 FG1899
 FG1899_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV3151506851(NAD 83)
 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(1993)-  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
 FG1899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1899.See file dsdata.pdf to determine how the superseded data were derived.
 FG1899
 FG1899_MARKER: DS = TRIANGULATION STATION DISK
 FG1899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1899_STAMPING: CARROLL 1940
 FG1899_MARK LOGO: CGS
 FG1899_PROJECTION: FLUSH
 FG1899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1899+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1783 ***********************************************************************
 FF1783  DESIGNATION -  CART
 FF1783  PID         -  FF1783
 FF1783  STATE/COUNTY-  AR/JACKSON
 FF1783  COUNTRY     -  US
 FF1783  USGS QUAD   -  TUCKERMAN (2017)
 FF1783
 FF1783                         *CURRENT SURVEY CONTROL
 FF1783  ______________________________________________________________________
 FF1783* NAD 83(1997) POSITION- 35 41 07.90139(N) 091 13 46.15914(W)   ADJUSTED
 FF1783* NAVD 88 ORTHO HEIGHT -    71.    (meters)      233.    (feet) SCALED
 FF1783  ______________________________________________________________________
 FF1783  GEOID HEIGHT    -        -27.644 (meters)                     GEOID18
 FF1783  LAPLACE CORR    -          0.02  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1783.GEOID18 height accuracy estimate available here.
 FF1783
 FF1783.Click photographs - Photos may exist for this station.
 FF1783
 FF1783.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1783
 FF1783. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999319  x   0.99993749  =   0.99993068
 FF1783!UTM  15      -   0.99999319  x   0.99991630  =   0.99990949
 FF1783
 FF1783:                Primary Azimuth Mark                     Grid Az
 FF1783:SPC AR N     -  NEWPORT RESET                            197 43 39.7
 FF1783:UTM  15      -  NEWPORT RESET                            197 08 34.9
 FF1783
 FF1783_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV6021150514(NAD 83)
 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(1995)-  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
 FF1783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1783.See file dsdata.pdf to determine how the superseded data were derived.
 FF1783
 FF1783_MARKER: DS = TRIANGULATION STATION DISK
 FF1783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1783_STAMPING: CART 1954
 FF1783_MARK LOGO: CGS
 FF1783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1783+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1782 ***********************************************************************
 FF1782  DESIGNATION -  CART 2
 FF1782  PID         -  FF1782
 FF1782  STATE/COUNTY-  AR/JACKSON
 FF1782  COUNTRY     -  US
 FF1782  USGS QUAD   -  TUCKERMAN (2017)
 FF1782
 FF1782                         *CURRENT SURVEY CONTROL
 FF1782  ______________________________________________________________________
 FF1782* NAD 83(1997) POSITION- 35 41 08.40452(N) 091 13 46.26009(W)   NO CHECK
 FF1782* NAVD 88 ORTHO HEIGHT -    71.    (meters)      233.    (feet) SCALED
 FF1782  ______________________________________________________________________
 FF1782  GEOID HEIGHT    -        -27.644 (meters)                     GEOID18
 FF1782  LAPLACE CORR    -          0.02  (seconds)                    DEFLEC18
 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
 FF1782.No horizontal observational check was made to the station.
 FF1782
 FF1782.The orthometric height was scaled from a topographic map.
 FF1782
 FF1782.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1782.GEOID18 height accuracy estimate available here.
 FF1782
 FF1782.Click photographs - Photos may exist for this station.
 FF1782
 FF1782.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1782
 FF1782. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999319  x   0.99993750  =   0.99993069
 FF1782!UTM  15      -   0.99999319  x   0.99991629  =   0.99990948
 FF1782
 FF1782_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV6020850529(NAD 83)
 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(1995)-  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
 FF1782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1782.See file dsdata.pdf to determine how the superseded data were derived.
 FF1782
 FF1782_MARKER: DS = TRIANGULATION STATION DISK
 FF1782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1782_STAMPING: CART 2 1961
 FF1782_MARK LOGO: CGS
 FF1782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1782+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1314 ***********************************************************************
 DL1314  DESIGNATION -  CARTER
 DL1314  PID         -  DL1314
 DL1314  STATE/COUNTY-  AR/ASHLEY
 DL1314  COUNTRY     -  US
 DL1314  USGS QUAD   -  MARAIS SALINE (2017)
 DL1314
 DL1314                         *CURRENT SURVEY CONTROL
 DL1314  ______________________________________________________________________
 DL1314* NAD 83(1997) POSITION- 33 08 57.42628(N) 092 03 33.15192(W)   ADJUSTED
 DL1314* NAVD 88 ORTHO HEIGHT -    35.    (meters)      115.    (feet) SCALED
 DL1314  ______________________________________________________________________
 DL1314  GEOID HEIGHT    -        -25.994 (meters)                     GEOID18
 DL1314  LAPLACE CORR    -          1.18  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1314.GEOID18 height accuracy estimate available here.
 DL1314
 DL1314.Click photographs - Photos may exist for this station.
 DL1314
 DL1314.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1314
 DL1314. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 DL1314:SPC AR S     -  BOLDING RESET                            236 00 54.9
 DL1314:UTM  15      -  BOLDING RESET                            235 28 03.5
 DL1314
 DL1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS8773868230(NAD 83)
 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
 DL1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1314.See file dsdata.pdf to determine how the superseded data were derived.
 DL1314
 DL1314_MARKER: DS = TRIANGULATION STATION DISK
 DL1314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1314_STAMPING: CARTER 1952
 DL1314_MARK LOGO: CGS
 DL1314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1314+STABILITY: SURFACE MOTION
 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, R9W, T17S, 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 = MARCH 20, 2026 22:17:28 EDT
 FG1905 ***********************************************************************
 FG1905  DESIGNATION -  CARTER
 FG1905  PID         -  FG1905
 FG1905  STATE/COUNTY-  AR/MADISON
 FG1905  COUNTRY     -  US
 FG1905  USGS QUAD   -  WEATHERS (2017)
 FG1905
 FG1905                         *CURRENT SURVEY CONTROL
 FG1905  ______________________________________________________________________
 FG1905* NAD 83(1997) POSITION- 35 59 00.21013(N) 093 36 50.23701(W)   ADJUSTED
 FG1905* NAVD 88 ORTHO HEIGHT -   688.5   (meters)     2259.    (feet) VERTCON3
 FG1905  ______________________________________________________________________
 FG1905  GEOID HEIGHT    -        -27.917 (meters)                     GEOID18
 FG1905  LAPLACE CORR    -          0.95  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1905.GEOID18 height accuracy estimate available here.
 FG1905
 FG1905.Click photographs - Photos may exist for this station.
 FG1905
 FG1905.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1905
 FG1905. The following values were computed from the NAD 83(1997) position.
 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     -   0.99989633  x   0.99996014  =   0.99985647
 FG1905!UTM  15      -   0.99989633  x   0.99963774  =   0.99953410
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV4465382280(NAD 83)
 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(1993)-  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
 FG1905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1905.See file dsdata.pdf to determine how the superseded data were derived.
 FG1905
 FG1905_MARKER: DS = TRIANGULATION STATION DISK
 FG1905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1905_STAMPING: CARTER 1971
 FG1905_MARK LOGO: CGS
 FG1905_PROJECTION: FLUSH
 FG1905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1905+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1837 ***********************************************************************
 EJ1837  DESIGNATION -  CARTHAGE
 EJ1837  PID         -  EJ1837
 EJ1837  STATE/COUNTY-  AR/DALLAS
 EJ1837  COUNTRY     -  US
 EJ1837  USGS QUAD   -  CARTHAGE (2017)
 EJ1837
 EJ1837                         *CURRENT SURVEY CONTROL
 EJ1837  ______________________________________________________________________
 EJ1837* NAD 83(1997) POSITION- 34 01 49.53104(N) 092 31 28.82599(W)   ADJUSTED
 EJ1837* NAVD 88 ORTHO HEIGHT -    93.    (meters)      305.    (feet) SCALED
 EJ1837  ______________________________________________________________________
 EJ1837  GEOID HEIGHT    -        -26.162 (meters)                     GEOID18
 EJ1837  LAPLACE CORR    -          1.08  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1837.GEOID18 height accuracy estimate available here.
 EJ1837
 EJ1837.Click photographs - Photos may exist for this station.
 EJ1837
 EJ1837.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1837
 EJ1837. The following values were computed from the NAD 83(1997) position.
 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     -   0.99998951  x   0.99991847  =   0.99990798
 EJ1837!UTM  15      -   0.99998951  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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT4387965631(NAD 83)
 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
 EJ1837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1837.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1837
 EJ1837_MARKER: DS = TRIANGULATION STATION DISK
 EJ1837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1837_STAMPING: CARTHAGE 1964
 EJ1837_MARK LOGO: CGS
 EJ1837_PROJECTION: FLUSH
 EJ1837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1837+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1836 ***********************************************************************
 EJ1836  DESIGNATION -  CARTHAGE MUNICIPAL TANK
 EJ1836  PID         -  EJ1836
 EJ1836  STATE/COUNTY-  AR/DALLAS
 EJ1836  COUNTRY     -  US
 EJ1836  USGS QUAD   -  CARTHAGE (2017)
 EJ1836
 EJ1836                         *CURRENT SURVEY CONTROL
 EJ1836  ______________________________________________________________________
 EJ1836* NAD 83(1997) POSITION- 34 04 24.48879(N) 092 33 34.44227(W)   ADJUSTED
 EJ1836  ______________________________________________________________________
 EJ1836  GEOID HEIGHT    -        -26.192 (meters)                     GEOID18
 EJ1836  LAPLACE CORR    -          1.01  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1836.GEOID18 height accuracy estimate available here.
 EJ1836
 EJ1836.Click photographs - Photos may exist for this station.
 EJ1836
 EJ1836.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1836
 EJ1836. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT4063870389(NAD 83)
 EJ1836
 EJ1836                          SUPERSEDED SURVEY CONTROL
 EJ1836
 EJ1836  NAD 83(1986)-  34 04 24.49862(N)    092 33 34.43234(W) AD(       ) 3
 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
 EJ1836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1836.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1836
 EJ1836_MARKER: 53 = ELEVATED 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1909 ***********************************************************************
 EJ1909  DESIGNATION -  CASA
 EJ1909  PID         -  EJ1909
 EJ1909  STATE/COUNTY-  AR/PERRY
 EJ1909  COUNTRY     -  US
 EJ1909  USGS QUAD   -  NIMROD (2017)
 EJ1909
 EJ1909                         *CURRENT SURVEY CONTROL
 EJ1909  ______________________________________________________________________
 EJ1909* NAD 83(1997) POSITION- 34 59 40.23809(N) 093 00 22.08019(W)   ADJUSTED
 EJ1909* NAVD 88 ORTHO HEIGHT -   306.    (meters)     1004.    (feet) SCALED
 EJ1909  ______________________________________________________________________
 EJ1909  GEOID HEIGHT    -        -28.718 (meters)                     GEOID18
 EJ1909  LAPLACE CORR    -          3.47  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1909.GEOID18 height accuracy estimate available here.
 EJ1909
 EJ1909.Click photographs - Photos may exist for this station.
 EJ1909
 EJ1909.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1909
 EJ1909. The following values were computed from the NAD 83(1997) position.
 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     -   0.99995648  x   0.99998854  =   0.99994502
 EJ1909!UTM  15      -   0.99995648  x   0.99960000  =   0.99955649
 EJ1909
 EJ1909:                Primary Azimuth Mark                     Grid Az
 EJ1909:SPC AR N     -  ADONA                                    054 10 09.4
 EJ1909:UTM  15      -  ADONA                                    053 35 14.4
 EJ1909
 EJ1909_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU9944072434(NAD 83)
 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
 EJ1909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1909.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1909
 EJ1909_MARKER: DS = TRIANGULATION STATION DISK
 EJ1909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1909_STAMPING: CASA 1940
 EJ1909_MARK LOGO: CGS
 EJ1909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1909+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0677 ***********************************************************************
 GF0677  DESIGNATION -  CASAHOME
 GF0677  PID         -  GF0677
 GF0677  STATE/COUNTY-  AR/MARION
 GF0677  COUNTRY     -  US
 GF0677  USGS QUAD   -  BIG FLAT (2017)
 GF0677
 GF0677                         *CURRENT SURVEY CONTROL
 GF0677  ______________________________________________________________________
 GF0677* NAD 83(1997) POSITION- 36 04 31.24051(N) 092 29 52.94648(W)   ADJUSTED
 GF0677* NAVD 88 ORTHO HEIGHT -   386.    (meters)     1266.    (feet) SCALED
 GF0677  ______________________________________________________________________
 GF0677  GEOID HEIGHT    -        -28.261 (meters)                     GEOID18
 GF0677  LAPLACE CORR    -          0.32  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0677.GEOID18 height accuracy estimate available here.
 GF0677
 GF0677.Click photographs - Photos may exist for this station.
 GF0677
 GF0677.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0677
 GF0677. The following values were computed from the NAD 83(1997) position.
 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     -   0.99994384  x   0.99997258  =   0.99991642
 GF0677!UTM  15      -   0.99994384  x   0.99962517  =   0.99956903
 GF0677
 GF0677:                Primary Azimuth Mark                     Grid Az
 GF0677:SPC AR N     -  BARR                                     192 21 46.9
 GF0677:UTM  15      -  BARR                                     191 46 39.5
 GF0677
 GF0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV4519792421(NAD 83)
 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
 GF0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0677.See file dsdata.pdf to determine how the superseded data were derived.
 GF0677
 GF0677_MARKER: DS = TRIANGULATION STATION DISK
 GF0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0677_STAMPING: CASAHOME 1953
 GF0677_MARK LOGO: CGS
 GF0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0677+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GE1035 ***********************************************************************
 GE1035  DESIGNATION -  CASE
 GE1035  PID         -  GE1035
 GE1035  STATE/COUNTY-  AR/GREENE
 GE1035  COUNTRY     -  US
 GE1035  USGS QUAD   -  O'KEAN (2017)
 GE1035
 GE1035                         *CURRENT SURVEY CONTROL
 GE1035  ______________________________________________________________________
 GE1035* NAD 83(1997) POSITION- 36 12 28.27964(N) 090 45 38.31610(W)   ADJUSTED
 GE1035* NAVD 88 ORTHO HEIGHT -    84.    (meters)      276.    (feet) SCALED
 GE1035  ______________________________________________________________________
 GE1035  GEOID HEIGHT    -        -28.350 (meters)                     GEOID18
 GE1035  LAPLACE CORR    -         -0.94  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE1035.GEOID18 height accuracy estimate available here.
 GE1035
 GE1035.Click photographs - Photos may exist for this station.
 GE1035
 GE1035.The Laplace correction was computed from DEFLEC18 derived deflections.
 GE1035
 GE1035. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 GE1035:SPC AR N     -  CASE AZ MK                               229 30 45.0
 GE1035:UTM  15      -  CASE AZ MK                               228 54 37.4
 GE1035
 GE1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA0131209327(NAD 83)
 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
 GE1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1035.See file dsdata.pdf to determine how the superseded data were derived.
 GE1035
 GE1035_MARKER: DS = TRIANGULATION STATION DISK
 GE1035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE1035_STAMPING: CASE 1955
 GE1035_MARK LOGO: CGS
 GE1035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE1035+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1773 ***********************************************************************
 FF1773  DESIGNATION -  CASH
 FF1773  PID         -  FF1773
 FF1773  STATE/COUNTY-  AR/JACKSON
 FF1773  COUNTRY     -  US
 FF1773  USGS QUAD   -  SWIFTON EAST (2017)
 FF1773
 FF1773                         *CURRENT SURVEY CONTROL
 FF1773  ______________________________________________________________________
 FF1773* NAD 83(1997) POSITION- 35 45 11.95294(N) 091 04 02.05175(W)   ADJUSTED
 FF1773* NAVD 88 ORTHO HEIGHT -    74.06  (+/-2cm)      243.0   (feet) VERTCON3
 FF1773  ______________________________________________________________________
 FF1773  GEOID HEIGHT    -        -27.730 (meters)                     GEOID18
 FF1773  LAPLACE CORR    -          0.02  (seconds)                    DEFLEC18
 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
 FF1773.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1773.GEOID18 height accuracy estimate available here.
 FF1773
 FF1773.The vertical order pertains to the NGVD 29 superseded value.
 FF1773
 FF1773.Click photographs - Photos may exist for this station.
 FF1773
 FF1773.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1773
 FF1773. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999273  x   0.99994027  =   0.99993300
 FF1773!UTM  15      -   0.99999273  x   0.99997630  =   0.99996903
 FF1773
 FF1773:                Primary Azimuth Mark                     Grid Az
 FF1773:SPC AR N     -  CASH AZ MK                               243 41 11.3
 FF1773:UTM  15      -  CASH AZ MK                               243 05 58.8
 FF1773
 FF1773_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV7474658311(NAD 83)
 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(1995)-  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              73.99   (m)          242.7    (f) LEVELING    3  
 FF1773
 FF1773.Superseded values are not recommended for survey control.
 FF1773
 FF1773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1773.See file dsdata.pdf to determine how the superseded data were derived.
 FF1773
 FF1773_MARKER: DS = TRIANGULATION STATION DISK
 FF1773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1773_STAMPING: CASH 1954
 FF1773_MARK LOGO: CGS
 FF1773_PROJECTION: FLUSH
 FF1773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1773+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2923 ***********************************************************************
 EH2923  DESIGNATION -  CASSCOE RAD STA R 0120 MAST
 EH2923  PID         -  EH2923
 EH2923  STATE/COUNTY-  AR/ARKANSAS
 EH2923  COUNTRY     -  US
 EH2923  USGS QUAD   -  ABERDEEN (2017)
 EH2923
 EH2923                         *CURRENT SURVEY CONTROL
 EH2923  ______________________________________________________________________
 EH2923* NAD 83(1997) POSITION- 34 32 01.93527(N) 091 18 50.58311(W)   ADJUSTED
 EH2923  ______________________________________________________________________
 EH2923  GEOID HEIGHT    -        -26.727 (meters)                     GEOID18
 EH2923  LAPLACE CORR    -         -0.68  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2923.GEOID18 height accuracy estimate available here.
 EH2923
 EH2923.Click photographs - Photos may exist for this station.
 EH2923
 EH2923.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2923
 EH2923. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU5472122643(NAD 83)
 EH2923
 EH2923                          SUPERSEDED SURVEY CONTROL
 EH2923
 EH2923  NAD 83(1986)-  34 32 01.94231(N)    091 18 50.57872(W) AD(       ) 3
 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
 EH2923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2923.See file dsdata.pdf to determine how the superseded data were derived.
 EH2923
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1551 ***********************************************************************
 DL1551  DESIGNATION -  CATS
 DL1551  PID         -  DL1551
 DL1551  STATE/COUNTY-  AR/HEMPSTEAD
 DL1551  COUNTRY     -  US
 DL1551  USGS QUAD   -  WASHINGTON (2017)
 DL1551
 DL1551                         *CURRENT SURVEY CONTROL
 DL1551  ______________________________________________________________________
 DL1551* NAD 83(1997) POSITION- 33 48 05.49664(N) 093 42 09.62190(W)   ADJUSTED
 DL1551* NAVD 88 ORTHO HEIGHT -   149.69  (+/-2cm)      491.1   (feet) VERTCON3
 DL1551  ______________________________________________________________________
 DL1551  GEOID HEIGHT    -        -27.043 (meters)                     GEOID18
 DL1551  LAPLACE CORR    -          0.55  (seconds)                    DEFLEC18
 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
 DL1551.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1551.GEOID18 height accuracy estimate available here.
 DL1551
 DL1551.The vertical order pertains to the NGVD 29 superseded value.
 DL1551
 DL1551.Click photographs - Photos may exist for this station.
 DL1551
 DL1551.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1551
 DL1551. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 DL1551:SPC AR S     -  CATS AZ MK                               126 34 33.3
 DL1551:UTM  15      -  CATS AZ MK                               126 00 49.9
 DL1551
 DL1551_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT3495840371(NAD 83)
 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(1993)-  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             149.70   (m)          491.1    (f) LEVELING    3  
 DL1551
 DL1551.Superseded values are not recommended for survey control.
 DL1551
 DL1551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1551.See file dsdata.pdf to determine how the superseded data were derived.
 DL1551
 DL1551_MARKER: DS = TRIANGULATION STATION DISK
 DL1551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1551_STAMPING: CATS 1941
 DL1551_MARK LOGO: CGS
 DL1551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1551+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EK0847 ***********************************************************************
 EK0847  DESIGNATION -  CAUTHRON RESET
 EK0847  PID         -  EK0847
 EK0847  STATE/COUNTY-  AR/SCOTT
 EK0847  COUNTRY     -  US
 EK0847  USGS QUAD   -  CAUTHRON (2017)
 EK0847
 EK0847                         *CURRENT SURVEY CONTROL
 EK0847  ______________________________________________________________________
 EK0847* NAD 83(1997) POSITION- 34 54 56.06880(N) 094 18 55.95567(W)   ADJUSTED
 EK0847* NAVD 88 ORTHO HEIGHT -   201.37  (+/-2cm)      660.7   (feet) VERTCON3
 EK0847  ______________________________________________________________________
 EK0847  GEOID HEIGHT    -        -31.072 (meters)                     GEOID18
 EK0847  LAPLACE CORR    -          2.95  (seconds)                    DEFLEC18
 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
 EK0847.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0847.GEOID18 height accuracy estimate available here.
 EK0847
 EK0847.The vertical order pertains to the NGVD 29 superseded value.
 EK0847
 EK0847.Click photographs - Photos may exist for this station.
 EK0847
 EK0847.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0847
 EK0847. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 EK0847:SPC AR N     -  CAUTHRON AZ MK RESET                     058 25 02.3
 EK0847:UTM  15      -  CAUTHRON AZ MK RESET                     057 49 22.6
 EK0847
 EK0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU7982764470(NAD 83)
 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(1993)-  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             201.26   (m)          660.3    (f) LEVELING    3  
 EK0847
 EK0847.Superseded values are not recommended for survey control.
 EK0847
 EK0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0847.See file dsdata.pdf to determine how the superseded data were derived.
 EK0847
 EK0847_MARKER: DS = TRIANGULATION STATION DISK
 EK0847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0847_STAMPING: CAUTHRON 1952 RESET 1959
 EK0847_MARK LOGO: CGS
 EK0847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0847+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0494 ***********************************************************************
 EJ0494  DESIGNATION -  CAVE
 EJ0494  PID         -  EJ0494
 EJ0494  STATE/COUNTY-  AR/JEFFERSON
 EJ0494  COUNTRY     -  US
 EJ0494  USGS QUAD   -  WHITE HALL (2017)
 EJ0494
 EJ0494                         *CURRENT SURVEY CONTROL
 EJ0494  ______________________________________________________________________
 EJ0494* NAD 83(1986) POSITION- 34 19 02.     (N) 092 06 24.     (W)   SCALED
 EJ0494* NAVD 88 ORTHO HEIGHT -    81.295 (meters)      266.72  (feet) ADJUSTED
 EJ0494  ______________________________________________________________________
 EJ0494  GEOID HEIGHT    -        -26.032 (meters)                     GEOID18
 EJ0494  DYNAMIC HEIGHT  -         81.216 (meters)      266.46  (feet) COMP
 EJ0494  MODELED GRAVITY -    979,671.4   (mgal)                       NAVD 88
 EJ0494
 EJ0494  VERT ORDER      -  FIRST     CLASS II
 EJ0494
 EJ0494.The horizontal coordinates were scaled from a map and have
 EJ0494.an estimated accuracy of +/- 6 seconds.
 EJ0494
 EJ0494.The orthometric height was determined by differential leveling and
 EJ0494.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0494.in June 1991.
 EJ0494
 EJ0494.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0494.GEOID18 height accuracy estimate available here.
 EJ0494
 EJ0494.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT821976(NAD 83)
 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
 EJ0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0494.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0494
 EJ0494_MARKER: DD = SURVEY DISK
 EJ0494_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0494_STAMPING: CAVE 1934
 EJ0494_MARK LOGO: CGS+SS
 EJ0494_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1816 ***********************************************************************
 FG1816  DESIGNATION -  CAZORT
 FG1816  PID         -  FG1816
 FG1816  STATE/COUNTY-  AR/JOHNSON
 FG1816  COUNTRY     -  US
 FG1816  USGS QUAD   -  LUDWIG (2017)
 FG1816
 FG1816                         *CURRENT SURVEY CONTROL
 FG1816  ______________________________________________________________________
 FG1816* NAD 83(1997) POSITION- 35 35 48.42778(N) 093 25 39.14131(W)   ADJUSTED
 FG1816* NAVD 88 ORTHO HEIGHT -   629.1   (meters)     2064.    (feet) VERTCON3
 FG1816  ______________________________________________________________________
 FG1816  GEOID HEIGHT    -        -28.503 (meters)                     GEOID18
 FG1816  LAPLACE CORR    -          0.46  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1816.GEOID18 height accuracy estimate available here.
 FG1816
 FG1816.Click photographs - Photos may exist for this station.
 FG1816
 FG1816.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1816
 FG1816. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV6127139311(NAD 83)
 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(1993)-  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
 FG1816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1816.See file dsdata.pdf to determine how the superseded data were derived.
 FG1816
 FG1816_MARKER: DS = TRIANGULATION STATION DISK
 FG1816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1816_STAMPING: CAZORT 1971
 FG1816_MARK LOGO: CGS
 FG1816_PROJECTION: FLUSH
 FG1816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1816+STABILITY: SURFACE MOTION
 FG1816_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FG1816+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2014
 FG1816
 FG1816  HISTORY     - Date     Condition        Report By
 FG1816  HISTORY     - 1971     MONUMENTED       NGS
 FG1816  HISTORY     - 19751125 GOOD             USGS
 FG1816  HISTORY     - 20040815 GOOD             USFS
 FG1816  HISTORY     - 20140930 GOOD             ARHD
 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.
 FG1816
 FG1816                          STATION RECOVERY (2014)
 FG1816
 FG1816'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (VJB)
 FG1816'ALL MARKS RECOVERED IN GOOD CONDITION.  NOT SUITABLE FOR GPS
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0366 ***********************************************************************
 FG0366  DESIGNATION -  CC 2
 FG0366  PID         -  FG0366
 FG0366  STATE/COUNTY-  AR/CONWAY
 FG0366  COUNTRY     -  US
 FG0366  USGS QUAD   -  MENIFEE (2017)
 FG0366
 FG0366                         *CURRENT SURVEY CONTROL
 FG0366  ______________________________________________________________________
 FG0366* NAD 83(1986) POSITION- 35 14 02.54   (N) 092 36 20.62   (W)   HD_HELD1
 FG0366* NAVD 88 ORTHO HEIGHT -    95.738 (meters)      314.10  (feet) ADJUSTED
 FG0366  ______________________________________________________________________
 FG0366  GEOID HEIGHT    -        -28.384 (meters)                     GEOID18
 FG0366  DYNAMIC HEIGHT  -         95.648 (meters)      313.81  (feet) COMP
 FG0366  MODELED GRAVITY -    979,696.2   (mgal)                       NAVD 88
 FG0366
 FG0366  VERT ORDER      -  SECOND    CLASS 0
 FG0366
 FG0366.The horizontal coordinates were determined by differentially corrected
 FG0366.hand held GPS observations or other comparable positioning techniques
 FG0366.and have an estimated accuracy of +/- 3 meters.
 FG0366
 FG0366.The orthometric height was determined by differential leveling and
 FG0366.adjusted by the NATIONAL GEODETIC SURVEY
 FG0366.in June 1991.
 FG0366
 FG0366.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0366.GEOID18 height accuracy estimate available here.
 FG0366
 FG0366.Click photographs - Photos may exist for this station.
 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     -   100,095.1     344,865.0     MT  (+/- 3 meters HH1 GPS) 
 FG0366
 FG0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU3587599068(NAD 83)
 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
 FG0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0366.See file dsdata.pdf to determine how the superseded data were derived.
 FG0366
 FG0366_MARKER: DD = SURVEY DISK
 FG0366_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0366_STAMPING: 1939 CC 2
 FG0366_MARK LOGO: USACE
 FG0366_PROJECTION: FLUSH
 FG0366_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0366
 FG0366  HISTORY     - Date     Condition        Report By
 FG0366  HISTORY     - 1939     MONUMENTED       USACE
 FG0366  HISTORY     - 1962     GOOD             CGS
 FG0366
 FG0366                          STATION DESCRIPTION
 FG0366
 FG0366'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 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  COUNTRY     -  US
 DL1608  USGS QUAD   -  HARMONY GROVE (2017)
 DL1608
 DL1608                         *CURRENT SURVEY CONTROL
 DL1608  ______________________________________________________________________
 DL1608* NAD 83(2011) POSITION- 33 37 53.63351(N) 092 45 40.48422(W)   NO CHECK
 DL1608* NAD 83(2011) ELLIP HT-    12.121 (meters)        (06/27/12)   NO CHECK
 DL1608* NAD 83(2011) EPOCH   -  2010.00
 DL1608* NAVD 88 ORTHO HEIGHT -    38.36  (meters)      125.9   (feet) LEVELING
 DL1608  ______________________________________________________________________
 DL1608  GEOID HEIGHT    -        -26.248 (meters)                     GEOID18
 DL1608  NAD 83(2011) X  -   -256,094.470 (meters)                     COMP
 DL1608  NAD 83(2011) Y  - -5,309,839.434 (meters)                     COMP
 DL1608  NAD 83(2011) Z  -  3,512,500.189 (meters)                     COMP
 DL1608  LAPLACE CORR    -          1.13  (seconds)                    DEFLEC18
 DL1608  VERT ORDER      -  THIRD ?
 DL1608
 DL1608  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL1608  Standards:
 DL1608         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL1608            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL1608  -------------------------------------------------------------------
 DL1608  NETWORK    0.96   0.92           0.42   0.36   0.47      0.08540197
 DL1608  -------------------------------------------------------------------
 DL1608  Click here for local accuracies and other accuracy information.
 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 June 2012.
 DL1608
 DL1608.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL1608.been affixed to the stable North American tectonic plate. See 
 DL1608.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL1608
 DL1608.The horizontal coordinates are valid at the epoch date displayed above
 DL1608.which is a decimal equivalence of Year/Month/Day.
 DL1608
 DL1608.No horizontal observational check was made to the station.
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1608.GEOID18 height accuracy estimate available here.
 DL1608
 DL1608.Click photographs - Photos may exist for this station.
 DL1608
 DL1608.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL1608
 DL1608.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1608
 DL1608.The ellipsoidal height was determined by GPS observations
 DL1608.and is referenced to NAD 83.
 DL1608
 DL1608. The following values were computed from the NAD 83(2011) position.
 DL1608
 DL1608;                    North         East     Units Scale Factor Converg.
 DL1608;SPC AR S     -   507,281.868   329,374.990   MT  0.99994303   -0 25 33.8
 DL1608;SPC AR S     - 1,664,307.26  1,080,624.45   sFT  0.99994303   -0 25 33.8
 DL1608;UTM  15      - 3,721,331.396   522,143.209   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT2214321331(NAD 83)
 DL1608
 DL1608                          SUPERSEDED SURVEY CONTROL
 DL1608
 DL1608  NAD 83(2007)-  33 37 53.63364(N)    092 45 40.48509(W) AD(2002.00) 0
 DL1608  ELLIP H (02/10/07)   12.141  (m)                       GP(2002.00)    
 DL1608  ELLIP H (09/21/01)   12.133  (m)                       GP(       ) 4 2
 DL1608  NAD 83(1997)-  33 37 53.63341(N)    092 45 40.48493(W) AD(       ) B
 DL1608  ELLIP H (09/19/97)   12.159  (m)                       GP(       ) 4 1
 DL1608  NAD 83(1993)-  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              38.55   (m)          126.5    (f) LEVELING    3  
 DL1608
 DL1608.Superseded values are not recommended for survey control.
 DL1608
 DL1608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1608.See file dsdata.pdf to determine how the superseded data were derived.
 DL1608
 DL1608_MARKER: DD = SURVEY DISK
 DL1608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1609 ***********************************************************************
 DL1609  DESIGNATION -  CDH B
 DL1609  PID         -  DL1609
 DL1609  STATE/COUNTY-  AR/OUACHITA
 DL1609  COUNTRY     -  US
 DL1609  USGS QUAD   -  CAMDEN (2017)
 DL1609
 DL1609                         *CURRENT SURVEY CONTROL
 DL1609  ______________________________________________________________________
 DL1609* NAD 83(1997) POSITION- 33 37 22.76896(N) 092 45 46.40409(W)   ADJUSTED
 DL1609* NAD 83(1997) ELLIP HT-    10.308 (meters)        (09/14/99)   ADJUSTED
 DL1609* NAVD 88 ORTHO HEIGHT -    36.59  (+/-2cm)      120.0   (feet) VERTCON3
 DL1609  ______________________________________________________________________
 DL1609  GEOID HEIGHT    -        -26.248 (meters)                     GEOID18
 DL1609  NAD 83(1997) X  -   -256,272.176 (meters)                     COMP
 DL1609  NAD 83(1997) Y  - -5,310,356.578 (meters)                     COMP
 DL1609  NAD 83(1997) Z  -  3,511,707.381 (meters)                     COMP
 DL1609  LAPLACE CORR    -          1.14  (seconds)                    DEFLEC18
 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
 DL1609.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1609.GEOID18 height accuracy estimate available here.
 DL1609
 DL1609.The vertical order pertains to the NGVD 29 superseded value.
 DL1609
 DL1609.Click photographs - Photos may exist for this station.
 DL1609
 DL1609.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL1609
 DL1609.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1609
 DL1609.The ellipsoidal height was determined by GPS observations
 DL1609.and is referenced to NAD 83.
 DL1609
 DL1609. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT2199220380(NAD 83)
 DL1609
 DL1609                          SUPERSEDED SURVEY CONTROL
 DL1609
 DL1609  NAD 83(1993)-  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              36.62   (m)          120.1    (f) LEVELING    3  
 DL1609
 DL1609.Superseded values are not recommended for survey control.
 DL1609
 DL1609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1609.See file dsdata.pdf to determine how the superseded data were derived.
 DL1609
 DL1609_MARKER: DD = SURVEY DISK
 DL1609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1905 ***********************************************************************
 EJ1905  DESIGNATION -  CEDAR
 EJ1905  PID         -  EJ1905
 EJ1905  STATE/COUNTY-  AR/PERRY
 EJ1905  COUNTRY     -  US
 EJ1905  USGS QUAD   -  APLIN (2017)
 EJ1905
 EJ1905                         *CURRENT SURVEY CONTROL
 EJ1905  ______________________________________________________________________
 EJ1905* NAD 83(1997) POSITION- 34 54 14.40429(N) 092 57 57.00812(W)   ADJUSTED
 EJ1905* NAVD 88 ORTHO HEIGHT -   350.    (meters)     1148.    (feet) SCALED
 EJ1905  ______________________________________________________________________
 EJ1905  GEOID HEIGHT    -        -28.318 (meters)                     GEOID18
 EJ1905  LAPLACE CORR    -          3.68  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1905.GEOID18 height accuracy estimate available here.
 EJ1905
 EJ1905.Click photographs - Photos may exist for this station.
 EJ1905
 EJ1905.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1905
 EJ1905. The following values were computed from the NAD 83(1997) position.
 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     -   0.99994951  x   1.00000590  =   0.99995541
 EJ1905!SPC AR S     -   0.99994951  x   1.00003352  =   0.99998303
 EJ1905!UTM  15      -   0.99994951  x   0.99960012  =   0.99954965
 EJ1905
 EJ1905:                Primary Azimuth Mark                     Grid Az
 EJ1905:SPC AR N     -  HOWELL                                   277 52 08.4
 EJ1905:SPC AR S     -  HOWELL                                   277 50 51.1
 EJ1905:UTM  15      -  HOWELL                                   277 17 14.7
 EJ1905
 EJ1905_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU0312162397(NAD 83)
 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
 EJ1905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1905.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1905
 EJ1905_MARKER: DS = TRIANGULATION STATION DISK
 EJ1905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1905_STAMPING: CEDAR 1940
 EJ1905_MARK LOGO: CGS
 EJ1905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1905+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1917 ***********************************************************************
 EJ1917  DESIGNATION -  CEDAR
 EJ1917  PID         -  EJ1917
 EJ1917  STATE/COUNTY-  AR/GARLAND
 EJ1917  COUNTRY     -  US
 EJ1917  USGS QUAD   -  JESSIEVILLE (2017)
 EJ1917
 EJ1917                         *CURRENT SURVEY CONTROL
 EJ1917  ______________________________________________________________________
 EJ1917* NAD 83(1997) POSITION- 34 37 31.04793(N) 093 05 19.69898(W)   ADJUSTED
 EJ1917* NAVD 88 ORTHO HEIGHT -   385.0   (meters)     1263.    (feet) VERTCON3
 EJ1917  ______________________________________________________________________
 EJ1917  GEOID HEIGHT    -        -27.602 (meters)                     GEOID18
 EJ1917  LAPLACE CORR    -          3.88  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1917.GEOID18 height accuracy estimate available here.
 EJ1917
 EJ1917.Click photographs - Photos may exist for this station.
 EJ1917
 EJ1917.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1917
 EJ1917. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU9185931494(NAD 83)
 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
 EJ1917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1917.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1917
 EJ1917_MARKER: DS = TRIANGULATION STATION DISK
 EJ1917_SETTING: 66 = SET IN ROCK OUTCROP
 EJ1917_STAMPING: CEDAR 1940
 EJ1917_MARK LOGO: CGS
 EJ1917_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EJ1917+STABILITY: POSITION/ELEVATION WELL
 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 = MARCH 20, 2026 22:17:28 EDT
 DR3329 ***********************************************************************
 DR3329  HT_MOD      -  This is a Height Modernization Survey Station.
 DR3329  DESIGNATION -  CEI BASE ARP
 DR3329  PID         -  DR3329
 DR3329  STATE/COUNTY-  AR/BENTON
 DR3329  COUNTRY     -  US
 DR3329  USGS QUAD   -  BENTONVILLE SOUTH (2017)
 DR3329
 DR3329                         *CURRENT SURVEY CONTROL
 DR3329  ______________________________________________________________________
 DR3329* NAD 83(2011) POSITION- 36 20 23.72032(N) 094 12 47.13357(W)   ADJUSTED
 DR3329* NAD 83(2011) ELLIP HT-   372.177 (meters)        (11/15/19)   ADJUSTED
 DR3329* NAD 83(2011) EPOCH   -  2010.00
 DR3329* NAVD 88 ORTHO HEIGHT -   400.34  (meters)     1313.4   (feet) GPS OBS
 DR3329  ______________________________________________________________________
 DR3329  GEOID HEIGHT    -        -28.149 (meters)                     GEOID18
 DR3329  NAD 83(2011) X  -   -377,912.352 (meters)                     COMP
 DR3329  NAD 83(2011) Y  - -5,130,137.144 (meters)                     COMP
 DR3329  NAD 83(2011) Z  -  3,758,861.191 (meters)                     COMP
 DR3329  LAPLACE CORR    -         -0.14  (seconds)                    DEFLEC18
 DR3329
 DR3329  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR3329  Standards:
 DR3329         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR3329            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR3329  -------------------------------------------------------------------
 DR3329  NETWORK    0.49   2.06           0.23   0.16   1.05     -0.02248268
 DR3329  -------------------------------------------------------------------
 DR3329  Click here for local accuracies and other accuracy information.
 DR3329
 DR3329.The horizontal coordinates were established by GPS observations
 DR3329.and adjusted by the CEI ENGINEERING ASSOC in November 2019.
 DR3329
 DR3329.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR3329.been affixed to the stable North American tectonic plate. See 
 DR3329.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR3329
 DR3329.The horizontal coordinates are valid at the epoch date displayed above
 DR3329.which is a decimal equivalence of Year/Month/Day.
 DR3329
 DR3329.The orthometric height was determined by GPS observations and a
 DR3329.high-resolution geoid model using precise GPS observation and
 DR3329.processing techniques.
 DR3329
 DR3329.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR3329.GEOID18 height accuracy estimate available here.
 DR3329
 DR3329.Click photographs - Photos may exist for this station.
 DR3329
 DR3329.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR3329
 DR3329.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR3329
 DR3329.The ellipsoidal height was determined by GPS observations
 DR3329.and is referenced to NAD 83.
 DR3329
 DR3329. The following values were computed from the NAD 83(2011) position.
 DR3329
 DR3329;                    North         East     Units Scale Factor Converg.
 DR3329;SPC AR N     -   224,856.463   201,331.440   MT  1.00002281   -1 17 16.1
 DR3329;SPC AR N     -   737,716.58    660,534.90   sFT  1.00002281   -1 17 16.1
 DR3329;UTM  15      - 4,022,334.858   391,135.526   MT  0.99974602   -0 43 08.1
 DR3329
 DR3329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR3329!SPC AR N     -   0.99994159  x   1.00002281  =   0.99996440
 DR3329!UTM  15      -   0.99994159  x   0.99974602  =   0.99968763
 DR3329
 DR3329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA9113522334(NAD 83)
 DR3329
 DR3329                          SUPERSEDED SURVEY CONTROL
 DR3329
 DR3329.No superseded survey control is available for this station.
 DR3329
 DR3329_MARKER: Z = SEE DESCRIPTION
 DR3329_SETTING: 0 = UNSPECIFIED SETTING
 DR3329_SP_SET: ANTENNA REFERENCE POINT
 DR3329_MARK LOGO: CEI
 DR3329_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR3329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR3329_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR3329+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2019
 DR3329
 DR3329  HISTORY     - Date     Condition        Report By
 DR3329  HISTORY     - 20190701 MONUMENTED       CEI
 DR3329
 DR3329                          STATION DESCRIPTION
 DR3329
 DR3329'DESCRIBED BY CEI ENGINEERING ASSOC 2019 (JKB)
 DR3329'THE STATION IS LOCATED ABOUT 5.3 MI (8.6 KM) WEST OF ROGERS, 4.2 MI
 DR3329'(6.8 KM) EAST-SOUTHEAST OF CENTERTON AND 2.3 MI (3.7 KM) SOUTH OF
 DR3329'BENTONVILLE.
 DR3329'
 DR3329'BASE STATION FOR THE CEI ENGINEERING ASSOCIATES, INCORPORATED NO
 DR3329'ACCESS, PRIVATE PROPERTY.
 DR3329'
 DR3329'TOP OF BUILDING.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK2135 ***********************************************************************
 DK2135  DESIGNATION -  CELLPORT
 DK2135  PID         -  DK2135
 DK2135  STATE/COUNTY-  AR/DREW
 DK2135  COUNTRY     -  US
 DK2135  USGS QUAD   -  MONTICELLO NORTH (2017)
 DK2135
 DK2135                         *CURRENT SURVEY CONTROL
 DK2135  ______________________________________________________________________
 DK2135* NAD 83(1997) POSITION- 33 38 08.99825(N) 091 45 12.48965(W)   ADJUSTED
 DK2135* NAD 83(1997) ELLIP HT-    52.906 (meters)        (09/24/01)   ADJUSTED
 DK2135* NAVD 88 ORTHO HEIGHT -    78.684 (meters)      258.15  (feet) ADJUSTED
 DK2135  ______________________________________________________________________
 DK2135  GEOID HEIGHT    -        -25.752 (meters)                     GEOID18
 DK2135  NAD 83(1997) X  -   -162,657.848 (meters)                     COMP
 DK2135  NAD 83(1997) Y  - -5,313,294.173 (meters)                     COMP
 DK2135  NAD 83(1997) Z  -  3,512,916.921 (meters)                     COMP
 DK2135  LAPLACE CORR    -         -0.51  (seconds)                    DEFLEC18
 DK2135  DYNAMIC HEIGHT  -         78.604 (meters)      257.89  (feet) COMP
 DK2135  MODELED GRAVITY -    979,615.7   (mgal)                       NAVD 88
 DK2135
 DK2135  HORZ ORDER      -  FIRST
 DK2135  VERT ORDER      -  SECOND    CLASS I
 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 orthometric height was determined by differential leveling and
 DK2135.adjusted by the NATIONAL GEODETIC SURVEY
 DK2135.in July 2018.
 DK2135
 DK2135.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK2135.GEOID18 height accuracy estimate available here.
 DK2135
 DK2135.Click photographs - Photos may exist for this station.
 DK2135
 DK2135.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK2135
 DK2135.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK2135
 DK2135.The ellipsoidal height was determined by GPS observations
 DK2135.and is referenced to NAD 83.
 DK2135
 DK2135.The dynamic height is computed by dividing the NAVD 88
 DK2135.geopotential number by the normal gravity value computed on the
 DK2135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2135.degrees latitude (g = 980.6199 gals.).
 DK2135
 DK2135.The modeled gravity was interpolated from observed gravity values.
 DK2135
 DK2135. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT1560622475(NAD 83)
 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)   52.938  (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)  RAPSU86  model used  GPS OBS        
 DK2135
 DK2135.Superseded values are not recommended for survey control.
 DK2135
 DK2135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2135.See file dsdata.pdf to determine how the superseded data were derived.
 DK2135
 DK2135_MARKER: F = FLANGE-ENCASED ROD
 DK2135_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 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 - December 20, 2017
 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  HISTORY     - 20130702 GOOD             ARHD
 DK2135  HISTORY     - 20171220 GOOD             ARHD
 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.
 DK2135
 DK2135                          STATION RECOVERY (2013)
 DK2135
 DK2135'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (JDH)
 DK2135'RECOVERED IN GOOD CONDITION.
 DK2135
 DK2135                          STATION RECOVERY (2017)
 DK2135
 DK2135'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2017 (JDH)
 DK2135'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK2136 ***********************************************************************
 DK2136  DESIGNATION -  CELLPORT AZ MK
 DK2136  PID         -  DK2136
 DK2136  STATE/COUNTY-  AR/DREW
 DK2136  COUNTRY     -  US
 DK2136  USGS QUAD   -  COLLINS NW (2017)
 DK2136
 DK2136                         *CURRENT SURVEY CONTROL
 DK2136  ______________________________________________________________________
 DK2136* NAD 83(1997) POSITION- 33 38 29.39770(N) 091 44 56.82398(W)   ADJUSTED
 DK2136* NAD 83(1997) ELLIP HT-    47.837 (meters)        (09/24/01)   ADJUSTED
 DK2136* NAVD 88 ORTHO HEIGHT -    73.623 (meters)      241.54  (feet) ADJUSTED
 DK2136  ______________________________________________________________________
 DK2136  GEOID HEIGHT    -        -25.754 (meters)                     GEOID18
 DK2136  NAD 83(1997) X  -   -162,243.551 (meters)                     COMP
 DK2136  NAD 83(1997) Y  - -5,312,954.289 (meters)                     COMP
 DK2136  NAD 83(1997) Z  -  3,513,437.378 (meters)                     COMP
 DK2136  LAPLACE CORR    -         -0.56  (seconds)                    DEFLEC18
 DK2136  DYNAMIC HEIGHT  -         73.548 (meters)      241.30  (feet) COMP
 DK2136  MODELED GRAVITY -    979,617.3   (mgal)                       NAVD 88
 DK2136
 DK2136  HORZ ORDER      -  FIRST
 DK2136  VERT ORDER      -  SECOND    CLASS I
 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 orthometric height was determined by differential leveling and
 DK2136.adjusted by the NATIONAL GEODETIC SURVEY
 DK2136.in July 2018.
 DK2136
 DK2136.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK2136.GEOID18 height accuracy estimate available here.
 DK2136
 DK2136.Click photographs - Photos may exist for this station.
 DK2136
 DK2136.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK2136
 DK2136.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK2136
 DK2136.The ellipsoidal height was determined by GPS observations
 DK2136.and is referenced to NAD 83.
 DK2136
 DK2136.The dynamic height is computed by dividing the NAVD 88
 DK2136.geopotential number by the normal gravity value computed on the
 DK2136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2136.degrees latitude (g = 980.6199 gals.).
 DK2136
 DK2136.The modeled gravity was interpolated from observed gravity values.
 DK2136
 DK2136. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT1600223108(NAD 83)
 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)   47.869  (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)  RAPSU86  model used  GPS OBS        
 DK2136
 DK2136.Superseded values are not recommended for survey control.
 DK2136
 DK2136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2136.See file dsdata.pdf to determine how the superseded data were derived.
 DK2136
 DK2136_MARKER: F = FLANGE-ENCASED ROD
 DK2136_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 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 - December 20, 2017
 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  HISTORY     - 20171220 GOOD             ARHD
 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.
 DK2136
 DK2136                          STATION RECOVERY (2017)
 DK2136
 DK2136'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2017 (JDH)
 DK2136'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ2020 ***********************************************************************
 EJ2020  DESIGNATION -  CENTER
 EJ2020  PID         -  EJ2020
 EJ2020  STATE/COUNTY-  AR/HOWARD
 EJ2020  COUNTRY     -  US
 EJ2020  USGS QUAD   -  CENTER POINT (2017)
 EJ2020
 EJ2020                         *CURRENT SURVEY CONTROL
 EJ2020  ______________________________________________________________________
 EJ2020* NAD 83(1997) POSITION- 34 02 12.56517(N) 093 55 10.52985(W)   ADJUSTED
 EJ2020* NAVD 88 ORTHO HEIGHT -   227.7   (meters)      747.    (feet) VERTCON3
 EJ2020  ______________________________________________________________________
 EJ2020  GEOID HEIGHT    -        -27.444 (meters)                     GEOID18
 EJ2020  LAPLACE CORR    -          1.80  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ2020.GEOID18 height accuracy estimate available here.
 EJ2020
 EJ2020.Click photographs - Photos may exist for this station.
 EJ2020
 EJ2020.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ2020
 EJ2020. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT1511266620(NAD 83)
 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(1993)-  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
 EJ2020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2020.See file dsdata.pdf to determine how the superseded data were derived.
 EJ2020
 EJ2020_MARKER: DS = TRIANGULATION STATION DISK
 EJ2020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ2020_STAMPING: CENTER 1951
 EJ2020_MARK LOGO: CGS
 EJ2020_PROJECTION: FLUSH
 EJ2020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ2020+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0879 ***********************************************************************
 GE0879  DESIGNATION -  CENTER
 GE0879  PID         -  GE0879
 GE0879  STATE/COUNTY-  AR/SHARP
 GE0879  COUNTRY     -  US
 GE0879  USGS QUAD   -  ASH FLAT (2017)
 GE0879
 GE0879                         *CURRENT SURVEY CONTROL
 GE0879  ______________________________________________________________________
 GE0879* NAD 83(1997) POSITION- 36 09 36.52709(N) 091 32 01.19220(W)   ADJUSTED
 GE0879* NAVD 88 ORTHO HEIGHT -   255.    (meters)      837.    (feet) SCALED
 GE0879  ______________________________________________________________________
 GE0879  GEOID HEIGHT    -        -28.187 (meters)                     GEOID18
 GE0879  LAPLACE CORR    -         -1.69  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0879.GEOID18 height accuracy estimate available here.
 GE0879
 GE0879.Click photographs - Photos may exist for this station.
 GE0879
 GE0879.The Laplace correction was computed from DEFLEC18 derived deflections.
 GE0879
 GE0879. The following values were computed from the NAD 83(1997) position.
 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     -   0.99996439  x   0.99998635  =   0.99995074
 GE0879!UTM  15      -   0.99996439  x   0.99981434  =   0.99977874
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA3189402707(NAD 83)
 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
 GE0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0879.See file dsdata.pdf to determine how the superseded data were derived.
 GE0879
 GE0879_MARKER: DS = TRIANGULATION STATION DISK
 GE0879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0879_STAMPING: CENTER 1953
 GE0879_MARK LOGO: CGS
 GE0879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0879+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1819 ***********************************************************************
 EJ1819  DESIGNATION -  CENTER GROVE
 EJ1819  PID         -  EJ1819
 EJ1819  STATE/COUNTY-  AR/GRANT
 EJ1819  COUNTRY     -  US
 EJ1819  USGS QUAD   -  PRAGUE (2017)
 EJ1819
 EJ1819                         *CURRENT SURVEY CONTROL
 EJ1819  ______________________________________________________________________
 EJ1819* NAD 83(1997) POSITION- 34 19 04.99896(N) 092 17 31.73977(W)   ADJUSTED
 EJ1819* NAVD 88 ORTHO HEIGHT -   101.    (meters)      331.    (feet) SCALED
 EJ1819  ______________________________________________________________________
 EJ1819  GEOID HEIGHT    -        -26.022 (meters)                     GEOID18
 EJ1819  LAPLACE CORR    -          0.33  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1819.GEOID18 height accuracy estimate available here.
 EJ1819
 EJ1819.Click photographs - Photos may exist for this station.
 EJ1819
 EJ1819.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1819
 EJ1819. The following values were computed from the NAD 83(1997) position.
 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     -  CENTER GROVE AZ MK                       102 34 45.9
 EJ1819:UTM  15      -  CENTER GROVE AZ MK                       102 01 00.6
 EJ1819
 EJ1819_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT6512497649(NAD 83)
 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
 EJ1819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1819.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1819
 EJ1819_MARKER: DS = TRIANGULATION STATION DISK
 EJ1819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1819_STAMPING: CENTER GROVE 1964
 EJ1819_MARK LOGO: CGS
 EJ1819_PROJECTION: FLUSH
 EJ1819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1819+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FH0970 ***********************************************************************
 FH0970  DESIGNATION -  CENTRAL
 FH0970  PID         -  FH0970
 FH0970  STATE/COUNTY-  AR/SEBASTIAN
 FH0970  COUNTRY     -  US
 FH0970  USGS QUAD   -  LAVACA (2017)
 FH0970
 FH0970                         *CURRENT SURVEY CONTROL
 FH0970  ______________________________________________________________________
 FH0970* NAD 83(1997) POSITION- 35 19 11.12942(N) 094 14 35.19964(W)   ADJUSTED
 FH0970* NAVD 88 ORTHO HEIGHT -   143.    (meters)      469.    (feet) SCALED
 FH0970  ______________________________________________________________________
 FH0970  GEOID HEIGHT    -        -30.145 (meters)                     GEOID18
 FH0970  LAPLACE CORR    -          1.95  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0970.GEOID18 height accuracy estimate available here.
 FH0970
 FH0970.Click photographs - Photos may exist for this station.
 FH0970
 FH0970.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH0970
 FH0970. The following values were computed from the NAD 83(1997) position.
 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  =   1.00003625
 FH0970!SPC OK S     -   0.99998227  x   1.00001822  =   1.00000049
 FH0970!UTM  15      -   0.99998227  x   0.99975735  =   0.99973963
 FH0970
 FH0970:                Primary Azimuth Mark                     Grid Az
 FH0970:SPC AR N     -  CENTRAL AZ MK                            356 31 17.1
 FH0970:SPC OK N     -  CENTRAL AZ MK                            352 59 56.5
 FH0970:SPC OK S     -  CENTRAL AZ MK                            353 05 01.2
 FH0970:UTM  15      -  CENTRAL AZ MK                            355 56 05.7
 FH0970
 FH0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV8700409212(NAD 83)
 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(1993)-  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
 FH0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0970.See file dsdata.pdf to determine how the superseded data were derived.
 FH0970
 FH0970_MARKER: DS = TRIANGULATION STATION DISK
 FH0970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0970_STAMPING: CENTRAL 1940
 FH0970_MARK LOGO: CGS
 FH0970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0970+STABILITY: SURFACE MOTION
 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             USACE
 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 ARMY CORPS OF 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 = MARCH 20, 2026 22:17:28 EDT
 DL1285 ***********************************************************************
 DL1285  DESIGNATION -  CHAMBERSVILLE
 DL1285  PID         -  DL1285
 DL1285  STATE/COUNTY-  AR/CALHOUN
 DL1285  COUNTRY     -  US
 DL1285  USGS QUAD   -  CHAMBERSVILLE (2017)
 DL1285
 DL1285                         *CURRENT SURVEY CONTROL
 DL1285  ______________________________________________________________________
 DL1285* NAD 83(1997) POSITION- 33 44 51.76265(N) 092 25 49.62367(W)   ADJUSTED
 DL1285* NAVD 88 ORTHO HEIGHT -    96.    (meters)      315.    (feet) SCALED
 DL1285  ______________________________________________________________________
 DL1285  GEOID HEIGHT    -        -26.071 (meters)                     GEOID18
 DL1285  LAPLACE CORR    -          0.68  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1285.GEOID18 height accuracy estimate available here.
 DL1285
 DL1285.Click photographs - Photos may exist for this station.
 DL1285
 DL1285.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1285
 DL1285. The following values were computed from the NAD 83(1997) position.
 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     -  BUCKSNORT                                321 29 44.0
 DL1285:UTM  15      -  BUCKSNORT                                320 56 17.6
 DL1285
 DL1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT5275134329(NAD 83)
 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(1993)-  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
 DL1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1285.See file dsdata.pdf to determine how the superseded data were derived.
 DL1285
 DL1285_MARKER: DS = TRIANGULATION STATION DISK
 DL1285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1285_STAMPING: CHAMBERSVILLE 1964
 DL1285_MARK LOGO: CGS
 DL1285_PROJECTION: FLUSH
 DL1285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1285+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1347 ***********************************************************************
 DL1347  DESIGNATION -  CHANEY
 DL1347  PID         -  DL1347
 DL1347  STATE/COUNTY-  AR/UNION
 DL1347  COUNTRY     -  US
 DL1347  USGS QUAD   -  EL DORADO EAST (2017)
 DL1347
 DL1347                         *CURRENT SURVEY CONTROL
 DL1347  ______________________________________________________________________
 DL1347* NAD 83(1997) POSITION- 33 12 39.65378(N) 092 33 09.36424(W)   ADJUSTED
 DL1347* NAVD 88 ORTHO HEIGHT -    78.    (meters)      256.    (feet) SCALED
 DL1347  ______________________________________________________________________
 DL1347  GEOID HEIGHT    -        -26.253 (meters)                     GEOID18
 DL1347  LAPLACE CORR    -          0.25  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1347.GEOID18 height accuracy estimate available here.
 DL1347
 DL1347.Click photographs - Photos may exist for this station.
 DL1347
 DL1347.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1347
 DL1347. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 DL1347:SPC AR S     -  NORPHLET                                 322 45 15.2
 DL1347:UTM  15      -  NORPHLET                                 322 11 59.6
 DL1347
 DL1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS4169474769(NAD 83)
 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(1993)-  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
 DL1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1347.See file dsdata.pdf to determine how the superseded data were derived.
 DL1347
 DL1347_MARKER: DS = TRIANGULATION STATION DISK
 DL1347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1347_STAMPING: CHANEY 1952
 DL1347_MARK LOGO: CGS
 DL1347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1347+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1806 ***********************************************************************
 FF1806  DESIGNATION -  CHARLOTTE
 FF1806  PID         -  FF1806
 FF1806  STATE/COUNTY-  AR/INDEPENDENCE
 FF1806  COUNTRY     -  US
 FF1806  USGS QUAD   -  GRANGE (2017)
 FF1806
 FF1806                         *CURRENT SURVEY CONTROL
 FF1806  ______________________________________________________________________
 FF1806* NAD 83(1997) POSITION- 35 52 55.32174(N) 091 25 58.60015(W)   ADJUSTED
 FF1806* NAVD 88 ORTHO HEIGHT -   177.    (meters)      581.    (feet) SCALED
 FF1806  ______________________________________________________________________
 FF1806  GEOID HEIGHT    -        -27.868 (meters)                     GEOID18
 FF1806  LAPLACE CORR    -         -1.26  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1806.GEOID18 height accuracy estimate available here.
 FF1806
 FF1806.Click photographs - Photos may exist for this station.
 FF1806
 FF1806.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1806
 FF1806. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV4145071998(NAD 83)
 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(1995)-  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
 FF1806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1806.See file dsdata.pdf to determine how the superseded data were derived.
 FF1806
 FF1806_MARKER: DS = TRIANGULATION STATION DISK
 FF1806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1806_STAMPING: CHARLOTTE 1954
 FF1806_MARK LOGO: CGS
 FF1806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1806+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1805 ***********************************************************************
 FF1805  DESIGNATION -  CHARLOTTE LOOKOUT TOWER
 FF1805  PID         -  FF1805
 FF1805  STATE/COUNTY-  AR/INDEPENDENCE
 FF1805  COUNTRY     -  US
 FF1805  USGS QUAD   -  GRANGE (2017)
 FF1805
 FF1805                         *CURRENT SURVEY CONTROL
 FF1805  ______________________________________________________________________
 FF1805* NAD 83(1997) POSITION- 35 52 55.36750(N) 091 25 58.15188(W)   NO CHECK
 FF1805  ______________________________________________________________________
 FF1805  GEOID HEIGHT    -        -27.868 (meters)                     GEOID18
 FF1805  LAPLACE CORR    -         -1.26  (seconds)                    DEFLEC18
 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
 FF1805.No horizontal observational check was made to the station.
 FF1805
 FF1805.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1805.GEOID18 height accuracy estimate available here.
 FF1805
 FF1805.Click photographs - Photos may exist for this station.
 FF1805
 FF1805.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1805
 FF1805. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV4146171999(NAD 83)
 FF1805
 FF1805                          SUPERSEDED SURVEY CONTROL
 FF1805
 FF1805  NAD 83(1995)-  35 52 55.37765(N)    091 25 58.15170(W) AD(       ) 3
 FF1805  NAD 83(1986)-  35 52 55.37872(N)    091 25 58.15147(W) AD(       ) 3
 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
 FF1805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1805.See file dsdata.pdf to determine how the superseded data were derived.
 FF1805
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0481 ***********************************************************************
 EJ0481  DESIGNATION -  CHAS
 EJ0481  PID         -  EJ0481
 EJ0481  STATE/COUNTY-  AR/JEFFERSON
 EJ0481  COUNTRY     -  US
 EJ0481  USGS QUAD   -  PINE BLUFF (2017)
 EJ0481
 EJ0481                         *CURRENT SURVEY CONTROL
 EJ0481  ______________________________________________________________________
 EJ0481* NAD 83(1986) POSITION- 34 13 33.     (N) 092 01 13.     (W)   SCALED
 EJ0481* NAVD 88 ORTHO HEIGHT -    69.510 (meters)      228.05  (feet) ADJUSTED
 EJ0481  ______________________________________________________________________
 EJ0481  GEOID HEIGHT    -        -25.973 (meters)                     GEOID18
 EJ0481  DYNAMIC HEIGHT  -         69.443 (meters)      227.83  (feet) COMP
 EJ0481  MODELED GRAVITY -    979,667.3   (mgal)                       NAVD 88
 EJ0481
 EJ0481  VERT ORDER      -  FIRST     CLASS II
 EJ0481
 EJ0481.The horizontal coordinates were scaled from a map and have
 EJ0481.an estimated accuracy of +/- 6 seconds.
 EJ0481
 EJ0481.The orthometric height was determined by differential leveling and
 EJ0481.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0481.in June 1991.
 EJ0481
 EJ0481.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0481.GEOID18 height accuracy estimate available here.
 EJ0481
 EJ0481.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT902876(NAD 83)
 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
 EJ0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0481.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0481
 EJ0481_MARKER: DD = SURVEY DISK
 EJ0481_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0481_STAMPING: CHAS 1934
 EJ0481_MARK LOGO: CGS+SS
 EJ0481_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0481
 EJ0481  HISTORY     - Date     Condition        Report By
 EJ0481  HISTORY     - 1934     MONUMENTED       ARGS
 EJ0481  HISTORY     - 1938     GOOD             CGS
 EJ0481  HISTORY     - 1962     MARK NOT FOUND   USGS
 EJ0481  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0481
 EJ0481                          STATION DESCRIPTION
 EJ0481
 EJ0481'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FF1913 ***********************************************************************
 FF1913  DESIGNATION -  CHELFORD
 FF1913  PID         -  FF1913
 FF1913  STATE/COUNTY-  AR/MISSISSIPPI
 FF1913  COUNTRY     -  US
 FF1913  USGS QUAD   -  JOINER (2017)
 FF1913
 FF1913                         *CURRENT SURVEY CONTROL
 FF1913  ______________________________________________________________________
 FF1913* NAD 83(1997) POSITION- 35 31 02.56186(N) 090 14 13.04108(W)   ADJUSTED
 FF1913* NAVD 88 ORTHO HEIGHT -    69.    (meters)      226.    (feet) SCALED
 FF1913  ______________________________________________________________________
 FF1913  GEOID HEIGHT    -        -27.696 (meters)                     GEOID18
 FF1913  LAPLACE CORR    -          0.27  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1913.GEOID18 height accuracy estimate available here.
 FF1913
 FF1913.Click photographs - Photos may exist for this station.
 FF1913
 FF1913.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1913
 FF1913. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999351  x   0.99993661  =   0.99993012
 FF1913!SPC TN       -   0.99999351  x   0.99996359  =   0.99995710
 FF1913!UTM  15      -   0.99999351  x   1.00037377  =   1.00036728
 FF1913
 FF1913:                Primary Azimuth Mark                     Grid Az
 FF1913:SPC AR N     -  CHELFORD AZ MK                           275 15 36.2
 FF1913:SPC TN       -  CHELFORD AZ MK                           278 45 59.2
 FF1913:UTM  15      -  CHELFORD AZ MK                           274 40 47.8
 FF1913
 FF1913_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV5056633932(NAD 83)
 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(1995)-  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
 FF1913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1913.See file dsdata.pdf to determine how the superseded data were derived.
 FF1913
 FF1913_MARKER: DS = TRIANGULATION STATION DISK
 FF1913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1913_STAMPING: CHELFORD 1954
 FF1913_MARK LOGO: CGS
 FF1913_PROJECTION: RECESSED 18 CENTIMETERS
 FF1913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1913+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GE1181 ***********************************************************************
 GE1181  DESIGNATION -  CHERPORT
 GE1181  PID         -  GE1181
 GE1181  STATE/COUNTY-  AR/SHARP
 GE1181  COUNTRY     -  US
 GE1181  USGS QUAD   -  STUART (2017)
 GE1181
 GE1181                         *CURRENT SURVEY CONTROL
 GE1181  ______________________________________________________________________
 GE1181* NAD 83(1997) POSITION- 36 16 01.81252(N) 091 33 36.12070(W)   ADJUSTED
 GE1181* NAD 83(1997) ELLIP HT-   188.066 (meters)        (09/24/01)   ADJUSTED
 GE1181* NAVD 88 ORTHO HEIGHT -   216.2   (meters)      709.    (feet) VERTCON3
 GE1181  ______________________________________________________________________
 GE1181  GEOID HEIGHT    -        -28.298 (meters)                     GEOID18
 GE1181  NAD 83(1997) X  -   -140,169.214 (meters)                     COMP
 GE1181  NAD 83(1997) Y  - -5,146,760.948 (meters)                     COMP
 GE1181  NAD 83(1997) Z  -  3,752,246.002 (meters)                     COMP
 GE1181  LAPLACE CORR    -         -1.19  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE1181.GEOID18 height accuracy estimate available here.
 GE1181
 GE1181.Click photographs - Photos may exist for this station.
 GE1181
 GE1181.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GE1181
 GE1181.The Laplace correction was computed from DEFLEC18 derived deflections.
 GE1181
 GE1181.The ellipsoidal height was determined by GPS observations
 GE1181.and is referenced to NAD 83.
 GE1181
 GE1181. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA2934514543(NAD 83)
 GE1181
 GE1181|---------------------------------------------------------------------|
 GE1181| PID    Reference Object                     Distance      Geod. Az  |
 GE1181|                                                           dddmmss.s |
 GE1181| GE1182 CHERPORT AZ MK                      394.794 METERS 22518     |
 GE1181|---------------------------------------------------------------------|
 GE1181
 GE1181                          SUPERSEDED SURVEY CONTROL
 GE1181
 GE1181  ELLIP H (09/14/99)  188.075  (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)  RAPSU86  model used  GPS OBS        
 GE1181
 GE1181.Superseded values are not recommended for survey control.
 GE1181
 GE1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1181.See file dsdata.pdf to determine how the superseded data were derived.
 GE1181
 GE1181_MARKER: DH = HORIZONTAL CONTROL DISK
 GE1181_SETTING: 66 = SET 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 - July 16, 2012
 GE1181
 GE1181  HISTORY     - Date     Condition        Report By
 GE1181  HISTORY     - 1990     MONUMENTED       NGS
 GE1181  HISTORY     - 19910212 GOOD
 GE1181  HISTORY     - 20080715 MARK NOT FOUND   INDIV
 GE1181  HISTORY     - 20120716 GOOD             GRWAS
 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.
 GE1181
 GE1181                          STATION RECOVERY (2008)
 GE1181
 GE1181'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (ES)
 GE1181'FOUND THE ROCK THAT THE CAP WAS AFFIXED TO. CAP WAS NO LONGER THERE,
 GE1181'BUT THE CIRCULAR DEPRESSION IN THE ROCK WAS CLEARLY VISIBLE. SET UP
 GE1181'CENTERED ON SAID DEPRESSION. ROCK APPEARS TO BE UNDISTURBED, THUS THE
 GE1181'HORIZONTAL POSITION SHOULD STILL BE VALID.
 GE1181
 GE1181                          STATION RECOVERY (2012)
 GE1181
 GE1181'RECOVERY NOTE BY GRW AERIAL SURVEY 2012 (BN)
 GE1181'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EK0826 ***********************************************************************
 EK0826  DESIGNATION -  CHERRY AZ MK
 EK0826  PID         -  EK0826
 EK0826  STATE/COUNTY-  AR/POLK
 EK0826  COUNTRY     -  US
 EK0826  USGS QUAD   -  BOARD CAMP (2017)
 EK0826
 EK0826                         *CURRENT SURVEY CONTROL
 EK0826  ______________________________________________________________________
 EK0826* NAD 83(1997) POSITION- 34 35 08.37082(N) 094 00 47.47665(W)   ADJUSTED
 EK0826* NAVD 88 ORTHO HEIGHT -   279.    (meters)      915.    (feet) SCALED
 EK0826  ______________________________________________________________________
 EK0826  GEOID HEIGHT    -        -29.567 (meters)                     GEOID18
 EK0826  LAPLACE CORR    -          4.02  (seconds)                    DEFLEC18
 EK0826  HORZ ORDER      -  THIRD
 EK0826
 EK0826.The horizontal coordinates were established by classical geodetic methods
 EK0826.and adjusted by the National Geodetic Survey in September 1999.
 EK0826
 EK0826.The orthometric height was scaled from a topographic map.
 EK0826
 EK0826.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0826.GEOID18 height accuracy estimate available here.
 EK0826
 EK0826.Click photographs - Photos may exist for this station.
 EK0826
 EK0826.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0826
 EK0826. The following values were computed from the NAD 83(1997) position.
 EK0826
 EK0826;                    North         East     Units Scale Factor Converg.
 EK0826;SPC AR S     -   614,660.210   215,316.608   MT  0.99996464   -1 07 36.3
 EK0826;SPC AR S     - 2,016,597.71    706,417.90   sFT  0.99996464   -1 07 36.3
 EK0826;UTM  15      - 3,827,562.130   407,079.561   MT  0.99970642   -0 34 30.6
 EK0826
 EK0826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0826!SPC AR S     -   0.99996083  x   0.99996464  =   0.99992548
 EK0826!UTM  15      -   0.99996083  x   0.99970642  =   0.99966727
 EK0826
 EK0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU0707927562(NAD 83)
 EK0826
 EK0826|---------------------------------------------------------------------|
 EK0826| PID    Reference Object                     Distance      Geod. Az  |
 EK0826|                                                           dddmmss.s |
 EK0826| EK0822 CHERRY 2                            391.357 METERS 08524     |
 EK0826| EK0825 CHERRY                              391.240 METERS 08649     |
 EK0826|---------------------------------------------------------------------|
 EK0826
 EK0826                          SUPERSEDED SURVEY CONTROL
 EK0826
 EK0826  NAD 83(1993)-  34 35 08.37779(N)    094 00 47.47409(W) AD(       ) 3
 EK0826  NAD 83(1986)-  34 35 08.37937(N)    094 00 47.46932(W) AD(       ) 3
 EK0826
 EK0826.Superseded values are not recommended for survey control.
 EK0826
 EK0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0826.See file dsdata.pdf to determine how the superseded data were derived.
 EK0826
 EK0826_MARKER: DZ = AZIMUTH MARK DISK
 EK0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0826_STAMPING: CHERRY 1956
 EK0826_MARK LOGO: CGS
 EK0826_PROJECTION: PROJECTING 10 CENTIMETERS
 EK0826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0826+STABILITY: SURFACE MOTION
 EK0826
 EK0826  HISTORY     - Date     Condition        Report By
 EK0826  HISTORY     - 1956     MONUMENTED       CGS
 EK0826
 EK0826                          STATION DESCRIPTION
 EK0826
 EK0826'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (LSB)
 EK0826'THE MARK IS LOCATED ABOUT 7.3 MI (11.7 KM) NORTH-NORTHWEST OF BIG
 EK0826'FORK, 5.9 MI (9.5 KM) WEST OF PINE RIDGE AND 5.7 MI (9.2 KM)
 EK0826'NORTHEAST OF BOARD CAMP.
 EK0826'
 EK0826'IT IS SET IN THE TOP OF A 10 INCH (25 CM) SQUARE CONCRETE POST WHICH
 EK0826'PROJECTS ABOUT 4 INCHES (10 CM), ON THE SOUTH RIGHT-OF-WAY OF STATE
 EK0826'HIGHWAY 88, 84 YDS (76.8 M) EAST OF A STEEL AND CONCRETE BRIDGE OVER A
 EK0826'SMALL CREEK, 35 FT (10.7 M) SOUTH OF AND ABOUT 1 FT (0.3 M) HIGHER
 EK0826'THAN THE CENTERLINE OF STATE HIGHWAY 88, 2 FT (0.6 M) NORTH OF A FENCE
 EK0826'AND 1 FT (0.3 M) NORTH OF A 2X2 INCH (5 CM) WHITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1847 ***********************************************************************
 FG1847  DESIGNATION -  CHICKALAH
 FG1847  PID         -  FG1847
 FG1847  STATE/COUNTY-  AR/YELL
 FG1847  COUNTRY     -  US
 FG1847  USGS QUAD   -  CHICKALAH MOUNTAIN EAST (2017)
 FG1847
 FG1847                         *CURRENT SURVEY CONTROL
 FG1847  ______________________________________________________________________
 FG1847* NAD 83(1997) POSITION- 35 08 25.08318(N) 093 20 43.32166(W)   ADJUSTED
 FG1847* NAVD 88 ORTHO HEIGHT -   229.    (meters)      751.    (feet) SCALED
 FG1847  ______________________________________________________________________
 FG1847  GEOID HEIGHT    -        -29.516 (meters)                     GEOID18
 FG1847  LAPLACE CORR    -          1.50  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1847.GEOID18 height accuracy estimate available here.
 FG1847
 FG1847.Click photographs - Photos may exist for this station.
 FG1847
 FG1847.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1847
 FG1847. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 FG1847:SPC AR N     -  OLA MUNICIPAL TANK                       136 55 02.8
 FG1847:UTM  15      -  OLA MUNICIPAL TANK                       136 20 00.1
 FG1847
 FG1847_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU6853888656(NAD 83)
 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(1993)-  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
 FG1847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1847.See file dsdata.pdf to determine how the superseded data were derived.
 FG1847
 FG1847_MARKER: DS = TRIANGULATION STATION DISK
 FG1847_SETTING: 80 = SET IN A BOULDER
 FG1847_STAMPING: CHICKALAH 1940
 FG1847_MARK LOGO: CGS
 FG1847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1847+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DK1102 ***********************************************************************
 DK1102  DESIGNATION -  CHICOT BOLT
 DK1102  PID         -  DK1102
 DK1102  STATE/COUNTY-  AR/CHICOT
 DK1102  COUNTRY     -  US
 DK1102  USGS QUAD   -  RED LEAF (2017)
 DK1102
 DK1102                         *CURRENT SURVEY CONTROL
 DK1102  ______________________________________________________________________
 DK1102* NAD 83(1986) POSITION- 33 17 36.     (N) 091 10 36.     (W)   SCALED
 DK1102* NAVD 88 ORTHO HEIGHT -    38.31  (+/-2cm)      125.7   (feet) VERTCON3
 DK1102  ______________________________________________________________________
 DK1102  GEOID HEIGHT    -        -26.270 (meters)                     GEOID18
 DK1102  VERT ORDER      -  ? (See Below)
 DK1102
 DK1102.The horizontal coordinates were scaled from a 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
 DK1102.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1102.GEOID18 height accuracy estimate available here.
 DK1102
 DK1102.The vertical order pertains to the NGVD 29 superseded value.
 DK1102
 DK1102.Click photographs - Photos may exist for this station.
 DK1102
 DK1102;                    North         East    Units  Estimated Accuracy
 DK1102;SPC AR S     -   469,820.      476,690.      MT  (+/- 180 meters Scaled)
 DK1102
 DK1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS697852(NAD 83)
 DK1102
 DK1102                          SUPERSEDED SURVEY CONTROL
 DK1102
 DK1102  NGVD 29 (11/26/84)   38.338  (m)          125.78   (f) ADJUSTED       
 DK1102
 DK1102.Superseded values are not recommended for survey control.
 DK1102
 DK1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1102.See file dsdata.pdf to determine how the superseded data were derived.
 DK1102
 DK1102_MARKER: B = BOLT
 DK1102_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK1102_SP_SET: UNDERGROUND TILE
 DK1102_PROJECTION: RECESSED 91 CENTIMETERS
 DK1102_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1102
 DK1102  HISTORY     - Date     Condition        Report By
 DK1102  HISTORY     - UNK      MONUMENTED       USACE
 DK1102  HISTORY     - 1934     GOOD             CGS
 DK1102
 DK1102                          STATION DESCRIPTION
 DK1102
 DK1102'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1102'0.75 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 = MARCH 20, 2026 22:17:28 EDT
 DK0962 ***********************************************************************
 DK0962  DESIGNATION -  CHICOT BOLT
 DK0962  PID         -  DK0962
 DK0962  STATE/COUNTY-  AR/DESHA
 DK0962  COUNTRY     -  US
 DK0962  USGS QUAD   -  CATFISH POINT (2018)
 DK0962
 DK0962                         *CURRENT SURVEY CONTROL
 DK0962  ______________________________________________________________________
 DK0962* NAD 83(1986) POSITION- 33 37 50.     (N) 091 10 55.     (W)   SCALED
 DK0962* NAVD 88 ORTHO HEIGHT -    41.69  (+/-2cm)      136.8   (feet) VERTCON3
 DK0962  ______________________________________________________________________
 DK0962  GEOID HEIGHT    -        -26.506 (meters)                     GEOID18
 DK0962  VERT ORDER      -  ? (See Below)
 DK0962
 DK0962.The horizontal coordinates were scaled from a 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
 DK0962.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK0962.GEOID18 height accuracy estimate available here.
 DK0962
 DK0962.The vertical order pertains to the NGVD 29 superseded value.
 DK0962
 DK0962.Click photographs - Photos may exist for this station.
 DK0962
 DK0962;                    North         East    Units  Estimated Accuracy
 DK0962;SPC AR S     -   507,210.      475,900.      MT  (+/- 180 meters Scaled)
 DK0962
 DK0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT686226(NAD 83)
 DK0962
 DK0962                          SUPERSEDED SURVEY CONTROL
 DK0962
 DK0962  NGVD 29 (11/26/84)   41.797  (m)          137.13   (f) ADJUSTED       
 DK0962
 DK0962.Superseded values are not recommended for survey control.
 DK0962
 DK0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0962.See file dsdata.pdf to determine how the superseded data were derived.
 DK0962
 DK0962_MARKER: B = BOLT
 DK0962_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK0962_SP_SET: UNDERGROUND STONE
 DK0962_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0962
 DK0962  HISTORY     - Date     Condition        Report By
 DK0962  HISTORY     - UNK      MONUMENTED       USACE
 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'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 = MARCH 20, 2026 22:17:28 EDT
 DK1103 ***********************************************************************
 DK1103  DESIGNATION -  CHICOT CAP
 DK1103  PID         -  DK1103
 DK1103  STATE/COUNTY-  AR/CHICOT
 DK1103  COUNTRY     -  US
 DK1103  USGS QUAD   -  RED LEAF (2017)
 DK1103
 DK1103                         *CURRENT SURVEY CONTROL
 DK1103  ______________________________________________________________________
 DK1103* NAD 83(1986) POSITION- 33 17 36.     (N) 091 10 36.     (W)   SCALED
 DK1103* NAVD 88 ORTHO HEIGHT -    38.89  (+/-2cm)      127.6   (feet) VERTCON3
 DK1103  ______________________________________________________________________
 DK1103  GEOID HEIGHT    -        -26.270 (meters)                     GEOID18
 DK1103  VERT ORDER      -  ? (See Below)
 DK1103
 DK1103.The horizontal coordinates were scaled from a 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
 DK1103.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1103.GEOID18 height accuracy estimate available here.
 DK1103
 DK1103.The vertical order pertains to the NGVD 29 superseded value.
 DK1103
 DK1103.Click photographs - Photos may exist for this station.
 DK1103
 DK1103;                    North         East    Units  Estimated Accuracy
 DK1103;SPC AR S     -   469,820.      476,690.      MT  (+/- 180 meters Scaled)
 DK1103
 DK1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS697852(NAD 83)
 DK1103
 DK1103                          SUPERSEDED SURVEY CONTROL
 DK1103
 DK1103  NGVD 29 (11/26/84)   38.923  (m)          127.70   (f) ADJUSTED       
 DK1103
 DK1103.Superseded values are not recommended for survey control.
 DK1103
 DK1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1103.See file dsdata.pdf to determine how the superseded data were derived.
 DK1103
 DK1103_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1103_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1103_MARK LOGO: USACE
 DK1103_MAGNETIC: P = MARKER IS A STEEL PIPE
 DK1103_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1103
 DK1103  HISTORY     - Date     Condition        Report By
 DK1103  HISTORY     - UNK      MONUMENTED       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 DK0963 ***********************************************************************
 DK0963  DESIGNATION -  CHICOT CAP
 DK0963  PID         -  DK0963
 DK0963  STATE/COUNTY-  AR/DESHA
 DK0963  COUNTRY     -  US
 DK0963  USGS QUAD   -  CATFISH POINT (2018)
 DK0963
 DK0963                         *CURRENT SURVEY CONTROL
 DK0963  ______________________________________________________________________
 DK0963* NAD 83(1986) POSITION- 33 37 51.     (N) 091 10 55.     (W)   SCALED
 DK0963* NAVD 88 ORTHO HEIGHT -    42.91  (+/-2cm)      140.8   (feet) VERTCON3
 DK0963  ______________________________________________________________________
 DK0963  GEOID HEIGHT    -        -26.506 (meters)                     GEOID18
 DK0963  VERT ORDER      -  ? (See Below)
 DK0963
 DK0963.The horizontal coordinates were scaled from a 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
 DK0963.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK0963.GEOID18 height accuracy estimate available here.
 DK0963
 DK0963.The vertical order pertains to the NGVD 29 superseded value.
 DK0963
 DK0963.Click photographs - Photos may exist for this station.
 DK0963
 DK0963;                    North         East    Units  Estimated Accuracy
 DK0963;SPC AR S     -   507,240.      475,900.      MT  (+/- 180 meters Scaled)
 DK0963
 DK0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT686227(NAD 83)
 DK0963
 DK0963                          SUPERSEDED SURVEY CONTROL
 DK0963
 DK0963  NGVD 29 (11/26/84)   43.014  (m)          141.12   (f) ADJUSTED       
 DK0963
 DK0963.Superseded values are not recommended for survey control.
 DK0963
 DK0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0963.See file dsdata.pdf to determine how the superseded data were derived.
 DK0963
 DK0963_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK0963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0963_MARK LOGO: USACE
 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       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 DK2065 ***********************************************************************
 DK2065  DESIGNATION -  CHICOT NORTH BASE
 DK2065  PID         -  DK2065
 DK2065  STATE/COUNTY-  AR/CHICOT
 DK2065  COUNTRY     -  US
 DK2065  USGS QUAD   -  LAKE VILLAGE (2017)
 DK2065
 DK2065                         *CURRENT SURVEY CONTROL
 DK2065  ______________________________________________________________________
 DK2065* NAD 83(1997) POSITION- 33 17 35.28902(N) 091 17 11.75000(W)   ADJUSTED
 DK2065* NAVD 88 ORTHO HEIGHT -    36.    (meters)      118.    (feet) SCALED
 DK2065  ______________________________________________________________________
 DK2065  GEOID HEIGHT    -        -26.103 (meters)                     GEOID18
 DK2065  LAPLACE CORR    -         -1.62  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK2065.GEOID18 height accuracy estimate available here.
 DK2065
 DK2065.Click photographs - Photos may exist for this station.
 DK2065
 DK2065.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK2065
 DK2065. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999844  x   1.00000153  =   0.99999997
 DK2065!SPC MS W     -   0.99999844  x   1.00004716  =   1.00004560
 DK2065!UTM  15      -   0.99999844  x   0.99991381  =   0.99991225
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS5953785094(NAD 83)
 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(1993)-  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
 DK2065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2065.See file dsdata.pdf to determine how the superseded data were derived.
 DK2065
 DK2065_MARKER: DS = TRIANGULATION STATION DISK
 DK2065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2065_STAMPING: CHICOT NORTH BASE 1929
 DK2065_MARK LOGO: CGS
 DK2065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK2065+STABILITY: SURFACE MOTION
 DK2065
 DK2065  HISTORY     - Date     Condition        Report By
 DK2065  HISTORY     - 1929     MONUMENTED       CGS
 DK2065  HISTORY     - 1935     GOOD             CGS
 DK2065  HISTORY     - 1937     GOOD             USACE
 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 ARMY CORPS OF 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 = MARCH 20, 2026 22:17:28 EDT
 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  COUNTRY     -  US
 DK2054  USGS QUAD   -  EUDORA NORTH (2017)
 DK2054
 DK2054                         *CURRENT SURVEY CONTROL
 DK2054  ______________________________________________________________________
 DK2054* NAD 83(2011) POSITION- 33 12 30.27032(N) 091 17 08.54648(W)   ADJUSTED
 DK2054* NAD 83(2011) ELLIP HT-    11.524 (meters)        (06/27/12)   ADJUSTED
 DK2054* NAD 83(2011) EPOCH   -  2010.00
 DK2054* NAVD 88 ORTHO HEIGHT -    37.51  (meters)      123.1   (feet) GPS OBS
 DK2054  ______________________________________________________________________
 DK2054  NAVD 88 orthometric height was determined with geoid model    G99SSS
 DK2054  GEOID HEIGHT    -        -26.742 (meters)                     G99SSS
 DK2054  GEOID HEIGHT    -        -25.952 (meters)                     GEOID18
 DK2054  NAD 83(2011) X  -   -119,860.364 (meters)                     COMP
 DK2054  NAD 83(2011) Y  - -5,340,515.639 (meters)                     COMP
 DK2054  NAD 83(2011) Z  -  3,473,326.887 (meters)                     COMP
 DK2054  LAPLACE CORR    -         -1.34  (seconds)                    DEFLEC18
 DK2054
 DK2054  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK2054  Standards:
 DK2054         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK2054            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK2054  -------------------------------------------------------------------
 DK2054  NETWORK    0.96   1.08           0.44   0.33   0.55     -0.08446483
 DK2054  -------------------------------------------------------------------
 DK2054  Click here for local accuracies and other accuracy information.
 DK2054
 DK2054.The horizontal coordinates were established by GPS observations
 DK2054.and adjusted by the National Geodetic Survey in June 2012.
 DK2054
 DK2054.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK2054.been affixed to the stable North American tectonic plate. See 
 DK2054.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK2054
 DK2054.The horizontal coordinates are valid at the epoch date displayed above
 DK2054.which is a decimal equivalence of Year/Month/Day.
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK2054.GEOID18 height accuracy estimate available here.
 DK2054
 DK2054.Click photographs - Photos may exist 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 DEFLEC18 derived deflections.
 DK2054
 DK2054.The ellipsoidal height was determined by GPS observations
 DK2054.and is referenced to NAD 83.
 DK2054
 DK2054. The following values were computed from the NAD 83(2011) position.
 DK2054
 DK2054;                    North         East     Units Scale Factor Converg.
 DK2054;SPC AR S     -   460,319.549   466,596.461   MT  1.00002157   +0 23 59.2
 DK2054;SPC AR S     - 1,510,231.72  1,530,825.22   sFT  1.00002157   +0 23 59.2
 DK2054;SPC MS W     -   411,556.197   611,210.212   MT  1.00004716   -0 31 17.9
 DK2054;SPC MS W     - 1,350,247.29  2,005,278.84   sFT  1.00004716   -0 31 17.9
 DK2054;UTM  15      - 3,675,700.838   659,774.133   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     -  CONNERLY                                 165 22 22.1
 DK2054:SPC MS W     -  CONNERLY                                 166 17 39.2
 DK2054:UTM  15      -  CONNERLY                                 164 50 00.6
 DK2054
 DK2054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS5977475700(NAD 83)
 DK2054
 DK2054|---------------------------------------------------------------------|
 DK2054| PID    Reference Object                     Distance      Geod. Az  |
 DK2054|                                                           dddmmss.s |
 DK2054| DK2064 LAKE VILLAGE WATER TANK             APPROX.14.5 KM 0023359.2 |
 DK2054| CY5423 CHICOT SOUTH BASE RM 1              108.811 METERS 05136     |
 DK2054| DK2056 CONNERLY                            APPROX. 7.1 KM 1654621.3 |
 DK2054| DK2060 EUDORA FED COMPRESS CO N TK         APPROX. 9.8 KM 1671103.4 |
 DK2054| DK2063 EUDORA FED COMPRESS CO S TK         APPROX.10.1 KM 1671546.3 |
 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(2007)-  33 12 30.27020(N)    091 17 08.54733(W) AD(2002.00) 0
 DK2054  ELLIP H (02/10/07)   11.547  (m)                       GP(2002.00)    
 DK2054  NAD 83(1997)-  33 12 30.26989(N)    091 17 08.54668(W) AD(       ) B
 DK2054  ELLIP H (11/18/03)   11.541  (m)                       GP(       ) 4 1
 DK2054  NAD 83(1997)-  33 12 30.27059(N)    091 17 08.54528(W) AD(       ) 1
 DK2054  NAD 83(1993)-  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
 DK2054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2054.See file dsdata.pdf to determine how the superseded data were derived.
 DK2054
 DK2054_MARKER: DS = TRIANGULATION STATION DISK
 DK2054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2054_STAMPING: CHICOT SOUTH BASE 1929 1967
 DK2054_MARK LOGO: CGS
 DK2054_PROJECTION: FLUSH
 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
 DK2054                          STATION RECOVERY (2002)
 DK2054
 DK2054'RECOVERY NOTE BY PYBURN AND ODOM, INCORPORATED 2002
 DK2054'RECOVERED AS DESCRIBED
 DK2054
 DK2054                          STATION RECOVERY (2005)
 DK2054
 DK2054'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0542 ***********************************************************************
 EJ0542  DESIGNATION -  CHID
 EJ0542  PID         -  EJ0542
 EJ0542  STATE/COUNTY-  AR/JEFFERSON
 EJ0542  COUNTRY     -  US
 EJ0542  USGS QUAD   -  PINE BLUFF (2017)
 EJ0542
 EJ0542                         *CURRENT SURVEY CONTROL
 EJ0542  ______________________________________________________________________
 EJ0542* NAD 83(1986) POSITION- 34 13 40.     (N) 092 02 37.     (W)   SCALED
 EJ0542* NAVD 88 ORTHO HEIGHT -    71.07  (+/-2cm)      233.2   (feet) VERTCON3
 EJ0542  ______________________________________________________________________
 EJ0542  GEOID HEIGHT    -        -25.968 (meters)                     GEOID18
 EJ0542  VERT ORDER      -  ? (See Below)
 EJ0542
 EJ0542.The horizontal coordinates were scaled from a 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
 EJ0542.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0542.GEOID18 height accuracy estimate available here.
 EJ0542
 EJ0542.The vertical order pertains to the NGVD 29 superseded value.
 EJ0542
 EJ0542.Click photographs - Photos may exist for this station.
 EJ0542
 EJ0542;                    North         East    Units  Estimated Accuracy
 EJ0542;SPC AR S     -   573,150.      395,980.      MT  (+/- 180 meters Scaled)
 EJ0542
 EJ0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT880878(NAD 83)
 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
 EJ0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0542.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0542
 EJ0542_MARKER: DD = SURVEY DISK
 EJ0542_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0542_STAMPING: CHID 1934
 EJ0542_MARK LOGO: CGS+SS
 EJ0542_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0542
 EJ0542  HISTORY     - Date     Condition        Report By
 EJ0542  HISTORY     - 1934     MONUMENTED       ARGS
 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 = MARCH 20, 2026 22:17:28 EDT
 DL0420 ***********************************************************************
 DL0420  DESIGNATION -  CHIDESTER
 DL0420  PID         -  DL0420
 DL0420  STATE/COUNTY-  AR/OUACHITA
 DL0420  COUNTRY     -  US
 DL0420  USGS QUAD   -  CHIDESTER (2017)
 DL0420
 DL0420                         *CURRENT SURVEY CONTROL
 DL0420  ______________________________________________________________________
 DL0420* NAD 83(1997) POSITION- 33 41 49.29007(N) 093 02 12.32548(W)   ADJUSTED
 DL0420* NAVD 88 ORTHO HEIGHT -   123.502 (meters)      405.19  (feet) ADJUSTED
 DL0420  ______________________________________________________________________
 DL0420  GEOID HEIGHT    -        -26.459 (meters)                     GEOID18
 DL0420  LAPLACE CORR    -          1.11  (seconds)                    DEFLEC18
 DL0420  DYNAMIC HEIGHT  -        123.375 (meters)      404.77  (feet) COMP
 DL0420  MODELED GRAVITY -    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 and
 DL0420.adjusted by the NATIONAL GEODETIC SURVEY
 DL0420.in June 1991.
 DL0420
 DL0420.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0420.GEOID18 height accuracy estimate available here.
 DL0420
 DL0420.Click photographs - Photos may exist for this station.
 DL0420
 DL0420.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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  =   0.99958491
 DL0420
 DL0420:                Primary Azimuth Mark                     Grid Az
 DL0420:SPC AR S     -  CHIDESTER AZ MK RESET                    098 30 50.8
 DL0420:UTM  15      -  CHIDESTER AZ MK RESET                    097 57 15.3
 DL0420
 DL0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT9659328564(NAD 83)
 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(1993)-  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  NGVD 29             123.52   (m)          405.2    (f) LEVELING    3  
 DL0420
 DL0420.Superseded values are not recommended for survey control.
 DL0420
 DL0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0420.See file dsdata.pdf to determine how the superseded data were derived.
 DL0420
 DL0420_MARKER: DS = TRIANGULATION STATION DISK
 DL0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0420_STAMPING: CHIDESTER 1942
 DL0420_MARK LOGO: CGS
 DL0420_PROJECTION: RECESSED 30 CENTIMETERS
 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             CGS
 DL0420  HISTORY     - 1964     GOOD             CGS
 DL0420  HISTORY     - 1964     GOOD             CGS
 DL0420  HISTORY     - 20160315 MARK NOT FOUND   ARHD
 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 COAST AND 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 COAST AND GEODETIC SURVEY 1964
 DL0420'RECOVERED IN GOOD CONDITION.
 DL0420
 DL0420                          STATION RECOVERY (2016)
 DL0420
 DL0420'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (BAB)
 DL0420'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0417 ***********************************************************************
 DL0417  DESIGNATION -  CHIDESTER AZ MK RESET
 DL0417  PID         -  DL0417
 DL0417  STATE/COUNTY-  AR/OUACHITA
 DL0417  COUNTRY     -  US
 DL0417  USGS QUAD   -  CHIDESTER (2017)
 DL0417
 DL0417                         *CURRENT SURVEY CONTROL
 DL0417  ______________________________________________________________________
 DL0417* NAD 83(1986) POSITION- 33 41 47.16   (N) 093 01 54.12   (W)   HD_HELD1
 DL0417* NAVD 88 ORTHO HEIGHT -   108.26  (meters)      355.2   (feet) RESET
 DL0417  ______________________________________________________________________
 DL0417  GEOID HEIGHT    -        -26.455 (meters)                     GEOID18
 DL0417  VERT ORDER      -  THIRD
 DL0417
 DL0417.The horizontal coordinates were determined by differentially corrected
 DL0417.hand held GPS observations or other comparable positioning techniques
 DL0417.and have an estimated accuracy of +/- 3 meters.
 DL0417
 DL0417.The orthometric height was computed from unverified reset data.
 DL0417
 DL0417.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0417.GEOID18 height accuracy estimate available here.
 DL0417
 DL0417.Click photographs - Photos may exist for this station.
 DL0417
 DL0417;                    North         East    Units  Estimated Accuracy
 DL0417;SPC AR S     -   514,695.8     304,356.7     MT  (+/- 3 meters HH1 GPS) 
 DL0417
 DL0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT9706228498(NAD 83)
 DL0417
 DL0417                          SUPERSEDED SURVEY CONTROL
 DL0417
 DL0417.No superseded survey control is available for this station.
 DL0417
 DL0417_MARKER: DZ = AZIMUTH MARK DISK
 DL0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0417_STAMPING: CHIDESTER 1942 RESET 1960
 DL0417_MARK LOGO: CGS
 DL0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0417+STABILITY: SURFACE MOTION
 DL0417_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL0417+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2016
 DL0417
 DL0417  HISTORY     - Date     Condition        Report By
 DL0417  HISTORY     - 1960     MONUMENTED       CGS
 DL0417  HISTORY     - 20160315 GOOD             ARHD
 DL0417
 DL0417                          STATION DESCRIPTION
 DL0417
 DL0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CRR)
 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.
 DL0417
 DL0417                          STATION RECOVERY (2016)
 DL0417
 DL0417'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (BAB)
 DL0417'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0419 ***********************************************************************
 DL0419  DESIGNATION -  CHIDESTER RM 1
 DL0419  PID         -  DL0419
 DL0419  STATE/COUNTY-  AR/OUACHITA
 DL0419  COUNTRY     -  US
 DL0419  USGS QUAD   -  CHIDESTER (2017)
 DL0419
 DL0419                         *CURRENT SURVEY CONTROL
 DL0419  ______________________________________________________________________
 DL0419* NAD 83(1986) POSITION- 33 41 49.50   (N) 093 02 10.98   (W)   HD_HELD1
 DL0419* NAVD 88 ORTHO HEIGHT -   122.750 (meters)      402.72  (feet) ADJUSTED
 DL0419  ______________________________________________________________________
 DL0419  GEOID HEIGHT    -        -26.459 (meters)                     GEOID18
 DL0419  DYNAMIC HEIGHT  -        122.624 (meters)      402.31  (feet) COMP
 DL0419  MODELED GRAVITY -    979,609.0   (mgal)                       NAVD 88
 DL0419
 DL0419  VERT ORDER      -  FIRST     CLASS II
 DL0419
 DL0419.The horizontal coordinates were determined by differentially corrected
 DL0419.hand held GPS observations or other comparable positioning techniques
 DL0419.and have an estimated accuracy of +/- 3 meters.
 DL0419
 DL0419.The orthometric height was determined by differential leveling and
 DL0419.adjusted by the NATIONAL GEODETIC SURVEY
 DL0419.in June 1991.
 DL0419
 DL0419.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0419.GEOID18 height accuracy estimate available here.
 DL0419
 DL0419.Click photographs - Photos may exist for this station.
 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     -   514,772.2     303,923.2     MT  (+/- 3 meters HH1 GPS) 
 DL0419
 DL0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT9662828570(NAD 83)
 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
 DL0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0419.See file dsdata.pdf to determine how the superseded data were derived.
 DL0419
 DL0419_MARKER: DR = REFERENCE MARK DISK
 DL0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0419_STAMPING: CHIDESTER NO 1 1942
 DL0419_MARK LOGO: CGS
 DL0419_PROJECTION: PROJECTING 10 CENTIMETERS
 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             CGS
 DL0419  HISTORY     - 1964     GOOD             CGS
 DL0419
 DL0419                          STATION DESCRIPTION
 DL0419
 DL0419'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1964
 DL0419'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0418 ***********************************************************************
 DL0418  DESIGNATION -  CHIDESTER RM 2
 DL0418  PID         -  DL0418
 DL0418  STATE/COUNTY-  AR/OUACHITA
 DL0418  COUNTRY     -  US
 DL0418  USGS QUAD   -  CHIDESTER (2017)
 DL0418
 DL0418                         *CURRENT SURVEY CONTROL
 DL0418  ______________________________________________________________________
 DL0418* NAD 83(1986) POSITION- 33 41 48.36   (N) 093 02 11.29   (W)   HD_HELD1
 DL0418* NAVD 88 ORTHO HEIGHT -   122.608 (meters)      402.26  (feet) ADJUSTED
 DL0418  ______________________________________________________________________
 DL0418  GEOID HEIGHT    -        -26.458 (meters)                     GEOID18
 DL0418  DYNAMIC HEIGHT  -        122.482 (meters)      401.84  (feet) COMP
 DL0418  MODELED GRAVITY -    979,609.0   (mgal)                       NAVD 88
 DL0418
 DL0418  VERT ORDER      -  FIRST     CLASS II
 DL0418
 DL0418.The horizontal coordinates were determined by differentially corrected
 DL0418.hand held GPS observations or other comparable positioning techniques
 DL0418.and have an estimated accuracy of +/- 3 meters.
 DL0418
 DL0418.The orthometric height was determined by differential leveling and
 DL0418.adjusted by the NATIONAL GEODETIC SURVEY
 DL0418.in June 1991.
 DL0418
 DL0418.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0418.GEOID18 height accuracy estimate available here.
 DL0418
 DL0418.Click photographs - Photos may exist for this station.
 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     -   514,737.2     303,914.9     MT  (+/- 3 meters HH1 GPS) 
 DL0418
 DL0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT9662028535(NAD 83)
 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
 DL0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0418.See file dsdata.pdf to determine how the superseded data were derived.
 DL0418
 DL0418_MARKER: DR = REFERENCE MARK DISK
 DL0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0418_STAMPING: CHIDESTER NO 2 1942
 DL0418_MARK LOGO: CGS
 DL0418_PROJECTION: PROJECTING 20 CENTIMETERS
 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             CGS
 DL0418  HISTORY     - 1964     GOOD             CGS
 DL0418
 DL0418                          STATION DESCRIPTION
 DL0418
 DL0418'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1964
 DL0418'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0543 ***********************************************************************
 EJ0543  DESIGNATION -  CHIE
 EJ0543  PID         -  EJ0543
 EJ0543  STATE/COUNTY-  AR/JEFFERSON
 EJ0543  COUNTRY     -  US
 EJ0543  USGS QUAD   -  PINE BLUFF (2017)
 EJ0543
 EJ0543                         *CURRENT SURVEY CONTROL
 EJ0543  ______________________________________________________________________
 EJ0543* NAD 83(1986) POSITION- 34 14 07.     (N) 092 03 49.     (W)   SCALED
 EJ0543* NAVD 88 ORTHO HEIGHT -    77.07  (+/-2cm)      252.9   (feet) VERTCON3
 EJ0543  ______________________________________________________________________
 EJ0543  GEOID HEIGHT    -        -25.971 (meters)                     GEOID18
 EJ0543  VERT ORDER      -  ? (See Below)
 EJ0543
 EJ0543.The horizontal coordinates were scaled from a 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
 EJ0543.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0543.GEOID18 height accuracy estimate available here.
 EJ0543
 EJ0543.The vertical order pertains to the NGVD 29 superseded value.
 EJ0543
 EJ0543.Click photographs - Photos may exist for this station.
 EJ0543
 EJ0543;                    North         East    Units  Estimated Accuracy
 EJ0543;SPC AR S     -   573,980.      394,140.      MT  (+/- 180 meters Scaled)
 EJ0543
 EJ0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT862886(NAD 83)
 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
 EJ0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0543.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0543
 EJ0543_MARKER: DD = SURVEY DISK
 EJ0543_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0543_STAMPING: CHIE 1934
 EJ0543_MARK LOGO: CGS+SS
 EJ0543_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0548 ***********************************************************************
 EJ0548  DESIGNATION -  CHIF
 EJ0548  PID         -  EJ0548
 EJ0548  STATE/COUNTY-  AR/JEFFERSON
 EJ0548  COUNTRY     -  US
 EJ0548  USGS QUAD   -  HARDIN (2017)
 EJ0548
 EJ0548                         *CURRENT SURVEY CONTROL
 EJ0548  ______________________________________________________________________
 EJ0548* NAD 83(1986) POSITION- 34 15 29.02   (N) 092 07 42.01   (W)   HD_HELD1
 EJ0548* NAVD 88 ORTHO HEIGHT -   100.38  (+/-2cm)      329.3   (feet) VERTCON3
 EJ0548  ______________________________________________________________________
 EJ0548  GEOID HEIGHT    -        -25.983 (meters)                     GEOID18
 EJ0548  VERT ORDER      -  ? (See Below)
 EJ0548
 EJ0548.The horizontal coordinates were determined by differentially corrected
 EJ0548.hand held GPS observations or other comparable positioning techniques
 EJ0548.and have an estimated accuracy of +/- 3 meters.
 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
 EJ0548.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0548.GEOID18 height accuracy estimate available here.
 EJ0548
 EJ0548.The vertical order pertains to the NGVD 29 superseded value.
 EJ0548
 EJ0548.Click photographs - Photos may exist for this station.
 EJ0548
 EJ0548;                    North         East    Units  Estimated Accuracy
 EJ0548;SPC AR S     -   576,513.3     388,180.5     MT  (+/- 3 meters HH1 GPS) 
 EJ0548
 EJ0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT8025391113(NAD 83)
 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
 EJ0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0548.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0548
 EJ0548_MARKER: DD = SURVEY DISK
 EJ0548_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0548_STAMPING: CHIF 1934
 EJ0548_MARK LOGO: CGS+SS
 EJ0548_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0551 ***********************************************************************
 EJ0551  DESIGNATION -  CHIG
 EJ0551  PID         -  EJ0551
 EJ0551  STATE/COUNTY-  AR/JEFFERSON
 EJ0551  COUNTRY     -  US
 EJ0551  USGS QUAD   -  HARDIN (2017)
 EJ0551
 EJ0551                         *CURRENT SURVEY CONTROL
 EJ0551  ______________________________________________________________________
 EJ0551* NAD 83(1986) POSITION- 34 16 04.72   (N) 092 09 21.67   (W)   HD_HELD1
 EJ0551* NAVD 88 ORTHO HEIGHT -    92.61  (+/-2cm)      303.8   (feet) VERTCON3
 EJ0551  ______________________________________________________________________
 EJ0551  GEOID HEIGHT    -        -25.990 (meters)                     GEOID18
 EJ0551  VERT ORDER      -  ? (See Below)
 EJ0551
 EJ0551.The horizontal coordinates were determined by differentially corrected
 EJ0551.hand held GPS observations or other comparable positioning techniques
 EJ0551.and have an estimated accuracy of +/- 3 meters.
 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
 EJ0551.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0551.GEOID18 height accuracy estimate available here.
 EJ0551
 EJ0551.The vertical order pertains to the NGVD 29 superseded value.
 EJ0551
 EJ0551.Click photographs - Photos may exist for this station.
 EJ0551
 EJ0551;                    North         East    Units  Estimated Accuracy
 EJ0551;SPC AR S     -   577,616.8     385,632.7     MT  (+/- 3 meters HH1 GPS) 
 EJ0551
 EJ0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT7769592191(NAD 83)
 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
 EJ0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0551.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0551
 EJ0551_MARKER: DD = SURVEY DISK
 EJ0551_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0551_STAMPING: CHIG 1934
 EJ0551_MARK LOGO: CGS+SS
 EJ0551_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0552 ***********************************************************************
 EJ0552  DESIGNATION -  CHIH
 EJ0552  PID         -  EJ0552
 EJ0552  STATE/COUNTY-  AR/JEFFERSON
 EJ0552  COUNTRY     -  US
 EJ0552  USGS QUAD   -  HARDIN (2017)
 EJ0552
 EJ0552                         *CURRENT SURVEY CONTROL
 EJ0552  ______________________________________________________________________
 EJ0552* NAD 83(1986) POSITION- 34 16 09.33   (N) 092 10 17.17   (W)   HD_HELD1
 EJ0552* NAVD 88 ORTHO HEIGHT -    94.47  (+/-2cm)      309.9   (feet) VERTCON3
 EJ0552  ______________________________________________________________________
 EJ0552  GEOID HEIGHT    -        -25.991 (meters)                     GEOID18
 EJ0552  VERT ORDER      -  ? (See Below)
 EJ0552
 EJ0552.The horizontal coordinates were determined by differentially corrected
 EJ0552.hand held GPS observations or other comparable positioning techniques
 EJ0552.and have an estimated accuracy of +/- 3 meters.
 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
 EJ0552.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0552.GEOID18 height accuracy estimate available here.
 EJ0552
 EJ0552.The vertical order pertains to the NGVD 29 superseded value.
 EJ0552
 EJ0552.Click photographs - Photos may exist for this station.
 EJ0552
 EJ0552;                    North         East    Units  Estimated Accuracy
 EJ0552;SPC AR S     -   577,761.1     384,213.2     MT  (+/- 3 meters HH1 GPS) 
 EJ0552
 EJ0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT7627492322(NAD 83)
 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
 EJ0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0552.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0552
 EJ0552_MARKER: DD = SURVEY DISK
 EJ0552_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0552_STAMPING: CHIH 1934
 EJ0552_MARK LOGO: CGS+SS
 EJ0552_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0553 ***********************************************************************
 EJ0553  DESIGNATION -  CHIJ
 EJ0553  PID         -  EJ0553
 EJ0553  STATE/COUNTY-  AR/JEFFERSON
 EJ0553  COUNTRY     -  US
 EJ0553  USGS QUAD   -  HARDIN (2017)
 EJ0553
 EJ0553                         *CURRENT SURVEY CONTROL
 EJ0553  ______________________________________________________________________
 EJ0553* NAD 83(1986) POSITION- 34 16 04.36   (N) 092 10 37.17   (W)   HD_HELD1
 EJ0553* NAVD 88 ORTHO HEIGHT -   100.84  (+/-2cm)      330.8   (feet) VERTCON3
 EJ0553  ______________________________________________________________________
 EJ0553  GEOID HEIGHT    -        -25.990 (meters)                     GEOID18
 EJ0553  VERT ORDER      -  ? (See Below)
 EJ0553
 EJ0553.The horizontal coordinates were determined by differentially corrected
 EJ0553.hand held GPS observations or other comparable positioning techniques
 EJ0553.and have an estimated accuracy of +/- 3 meters.
 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
 EJ0553.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0553.GEOID18 height accuracy estimate available here.
 EJ0553
 EJ0553.The vertical order pertains to the NGVD 29 superseded value.
 EJ0553
 EJ0553.Click photographs - Photos may exist for this station.
 EJ0553
 EJ0553;                    North         East    Units  Estimated Accuracy
 EJ0553;SPC AR S     -   577,608.8     383,701.4     MT  (+/- 3 meters HH1 GPS) 
 EJ0553
 EJ0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT7576492164(NAD 83)
 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
 EJ0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0553.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0553
 EJ0553_MARKER: DD = SURVEY DISK
 EJ0553_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0553_STAMPING: CHIJ 1934
 EJ0553_MARK LOGO: CGS+SS
 EJ0553_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0555 ***********************************************************************
 EJ0555  DESIGNATION -  CHIK
 EJ0555  PID         -  EJ0555
 EJ0555  STATE/COUNTY-  AR/JEFFERSON
 EJ0555  COUNTRY     -  US
 EJ0555  USGS QUAD   -  HARDIN (2017)
 EJ0555
 EJ0555                         *CURRENT SURVEY CONTROL
 EJ0555  ______________________________________________________________________
 EJ0555* NAD 83(1986) POSITION- 34 16 04.08   (N) 092 11 13.62   (W)   HD_HELD1
 EJ0555* NAVD 88 ORTHO HEIGHT -   111.69  (+/-2cm)      366.4   (feet) VERTCON3
 EJ0555  ______________________________________________________________________
 EJ0555  GEOID HEIGHT    -        -25.991 (meters)                     GEOID18
 EJ0555  VERT ORDER      -  ? (See Below)
 EJ0555
 EJ0555.The horizontal coordinates were determined by differentially corrected
 EJ0555.hand held GPS observations or other comparable positioning techniques
 EJ0555.and have an estimated accuracy of +/- 3 meters.
 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
 EJ0555.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0555.GEOID18 height accuracy estimate available here.
 EJ0555
 EJ0555.The vertical order pertains to the NGVD 29 superseded value.
 EJ0555
 EJ0555.Click photographs - Photos may exist for this station.
 EJ0555
 EJ0555;                    North         East    Units  Estimated Accuracy
 EJ0555;SPC AR S     -   577,601.9     382,769.0     MT  (+/- 3 meters HH1 GPS) 
 EJ0555
 EJ0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT7483292148(NAD 83)
 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
 EJ0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0555.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0555
 EJ0555_MARKER: DD = SURVEY DISK
 EJ0555_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0555_STAMPING: CHIK 1935
 EJ0555_MARK LOGO: CGS+SS
 EJ0555_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0556 ***********************************************************************
 EJ0556  DESIGNATION -  CHIL
 EJ0556  PID         -  EJ0556
 EJ0556  STATE/COUNTY-  AR/JEFFERSON
 EJ0556  COUNTRY     -  US
 EJ0556  USGS QUAD   -  HARDIN (2017)
 EJ0556
 EJ0556                         *CURRENT SURVEY CONTROL
 EJ0556  ______________________________________________________________________
 EJ0556* NAD 83(1986) POSITION- 34 16 04.41   (N) 092 11 52.52   (W)   HD_HELD1
 EJ0556* NAVD 88 ORTHO HEIGHT -   106.03  (+/-2cm)      347.9   (feet) VERTCON3
 EJ0556  ______________________________________________________________________
 EJ0556  GEOID HEIGHT    -        -25.992 (meters)                     GEOID18
 EJ0556  VERT ORDER      -  ? (See Below)
 EJ0556
 EJ0556.The horizontal coordinates were determined by differentially corrected
 EJ0556.hand held GPS observations or other comparable positioning techniques
 EJ0556.and have an estimated accuracy of +/- 3 meters.
 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
 EJ0556.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0556.GEOID18 height accuracy estimate available here.
 EJ0556
 EJ0556.The vertical order pertains to the NGVD 29 superseded value.
 EJ0556
 EJ0556.Click photographs - Photos may exist for this station.
 EJ0556
 EJ0556;                    North         East    Units  Estimated Accuracy
 EJ0556;SPC AR S     -   577,613.9     381,773.9     MT  (+/- 3 meters HH1 GPS) 
 EJ0556
 EJ0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT7383792150(NAD 83)
 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
 EJ0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0556.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0556
 EJ0556_MARKER: DD = SURVEY DISK
 EJ0556_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0556_STAMPING: CHIL 1935
 EJ0556_MARK LOGO: CGS+SS
 EJ0556_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0557 ***********************************************************************
 EJ0557  DESIGNATION -  CHIM
 EJ0557  PID         -  EJ0557
 EJ0557  STATE/COUNTY-  AR/JEFFERSON
 EJ0557  COUNTRY     -  US
 EJ0557  USGS QUAD   -  HARDIN (2017)
 EJ0557
 EJ0557                         *CURRENT SURVEY CONTROL
 EJ0557  ______________________________________________________________________
 EJ0557* NAD 83(1986) POSITION- 34 16 11.84   (N) 092 12 13.76   (W)   HD_HELD1
 EJ0557* NAVD 88 ORTHO HEIGHT -   110.50  (+/-2cm)      362.5   (feet) VERTCON3
 EJ0557  ______________________________________________________________________
 EJ0557  GEOID HEIGHT    -        -25.994 (meters)                     GEOID18
 EJ0557  VERT ORDER      -  ? (See Below)
 EJ0557
 EJ0557.The horizontal coordinates were determined by differentially corrected
 EJ0557.hand held GPS observations or other comparable positioning techniques
 EJ0557.and have an estimated accuracy of +/- 3 meters.
 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
 EJ0557.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0557.GEOID18 height accuracy estimate available here.
 EJ0557
 EJ0557.The vertical order pertains to the NGVD 29 superseded value.
 EJ0557
 EJ0557.Click photographs - Photos may exist for this station.
 EJ0557
 EJ0557;                    North         East    Units  Estimated Accuracy
 EJ0557;SPC AR S     -   577,843.9     381,231.1     MT  (+/- 3 meters HH1 GPS) 
 EJ0557
 EJ0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT7329292375(NAD 83)
 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
 EJ0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0557.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0557
 EJ0557_MARKER: DD = SURVEY DISK
 EJ0557_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0557_STAMPING: CHIM 1935
 EJ0557_MARK LOGO: CGS+SS
 EJ0557_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0559 ***********************************************************************
 EJ0559  DESIGNATION -  CHIN
 EJ0559  PID         -  EJ0559
 EJ0559  STATE/COUNTY-  AR/GRANT
 EJ0559  COUNTRY     -  US
 EJ0559  USGS QUAD   -  HARDIN (2017)
 EJ0559
 EJ0559                         *CURRENT SURVEY CONTROL
 EJ0559  ______________________________________________________________________
 EJ0559* NAD 83(1986) POSITION- 34 16 17.44   (N) 092 12 53.40   (W)   HD_HELD1
 EJ0559* NAVD 88 ORTHO HEIGHT -   103.09  (+/-2cm)      338.2   (feet) VERTCON3
 EJ0559  ______________________________________________________________________
 EJ0559  GEOID HEIGHT    -        -25.997 (meters)                     GEOID18
 EJ0559  VERT ORDER      -  ? (See Below)
 EJ0559
 EJ0559.The horizontal coordinates were determined by differentially corrected
 EJ0559.hand held GPS observations or other comparable positioning techniques
 EJ0559.and have an estimated accuracy of +/- 3 meters.
 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
 EJ0559.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0559.GEOID18 height accuracy estimate available here.
 EJ0559
 EJ0559.The vertical order pertains to the NGVD 29 superseded value.
 EJ0559
 EJ0559.Click photographs - Photos may exist for this station.
 EJ0559
 EJ0559;                    North         East    Units  Estimated Accuracy
 EJ0559;SPC AR S     -   578,018.5     380,217.5     MT  (+/- 3 meters HH1 GPS) 
 EJ0559
 EJ0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT7227792540(NAD 83)
 EJ0559
 EJ0559                          SUPERSEDED SURVEY CONTROL
 EJ0559
 EJ0559  NGVD 29 (??/??/92)  103.143  (m)          338.40   (f) ADJ UNCH       
 EJ0559
 EJ0559.Superseded values are not recommended for survey control.
 EJ0559
 EJ0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0559.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0559
 EJ0559_MARKER: DD = SURVEY DISK
 EJ0559_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0559_STAMPING: CHIN 1935
 EJ0559_MARK LOGO: CGS+SS
 EJ0559_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0560 ***********************************************************************
 EJ0560  DESIGNATION -  CHIO
 EJ0560  PID         -  EJ0560
 EJ0560  STATE/COUNTY-  AR/GRANT
 EJ0560  COUNTRY     -  US
 EJ0560  USGS QUAD   -  PRAGUE (2017)
 EJ0560
 EJ0560                         *CURRENT SURVEY CONTROL
 EJ0560  ______________________________________________________________________
 EJ0560* NAD 83(1986) POSITION- 34 16 39.     (N) 092 15 22.     (W)   SCALED
 EJ0560* NAVD 88 ORTHO HEIGHT -    79.79  (+/-2cm)      261.8   (feet) VERTCON3
 EJ0560  ______________________________________________________________________
 EJ0560  GEOID HEIGHT    -        -26.010 (meters)                     GEOID18
 EJ0560  VERT ORDER      -  ? (See Below)
 EJ0560
 EJ0560.The horizontal coordinates were scaled from a 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
 EJ0560.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0560.GEOID18 height accuracy estimate available here.
 EJ0560
 EJ0560.The vertical order pertains to the NGVD 29 superseded value.
 EJ0560
 EJ0560.Click photographs - Photos may exist for this station.
 EJ0560
 EJ0560;                    North         East    Units  Estimated Accuracy
 EJ0560;SPC AR S     -   578,690.      376,420.      MT  (+/- 180 meters Scaled)
 EJ0560
 EJ0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT684931(NAD 83)
 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
 EJ0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0560.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0560
 EJ0560_MARKER: DD = SURVEY DISK
 EJ0560_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0560_STAMPING: CHIO 1935
 EJ0560_MARK LOGO: CGS+SS
 EJ0560_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0563 ***********************************************************************
 EJ0563  DESIGNATION -  CHIQ
 EJ0563  PID         -  EJ0563
 EJ0563  STATE/COUNTY-  AR/GRANT
 EJ0563  COUNTRY     -  US
 EJ0563  USGS QUAD   -  PRAGUE (2017)
 EJ0563
 EJ0563                         *CURRENT SURVEY CONTROL
 EJ0563  ______________________________________________________________________
 EJ0563* NAD 83(1986) POSITION- 34 17 16.     (N) 092 17 19.     (W)   SCALED
 EJ0563* NAVD 88 ORTHO HEIGHT -    94.93  (+/-2cm)      311.4   (feet) VERTCON3
 EJ0563  ______________________________________________________________________
 EJ0563  GEOID HEIGHT    -        -26.018 (meters)                     GEOID18
 EJ0563  VERT ORDER      -  ? (See Below)
 EJ0563
 EJ0563.The horizontal coordinates were scaled from a 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
 EJ0563.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0563.GEOID18 height accuracy estimate available here.
 EJ0563
 EJ0563.The vertical order pertains to the NGVD 29 superseded value.
 EJ0563
 EJ0563.Click photographs - Photos may exist for this station.
 EJ0563
 EJ0563;                    North         East    Units  Estimated Accuracy
 EJ0563;SPC AR S     -   579,840.      373,430.      MT  (+/- 180 meters Scaled)
 EJ0563
 EJ0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT654942(NAD 83)
 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
 EJ0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0563.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0563
 EJ0563_MARKER: DD = SURVEY DISK
 EJ0563_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0563_STAMPING: CHIQ 1935
 EJ0563_MARK LOGO: CGS+SS
 EJ0563_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0565 ***********************************************************************
 EJ0565  DESIGNATION -  CHIR
 EJ0565  PID         -  EJ0565
 EJ0565  STATE/COUNTY-  AR/GRANT
 EJ0565  COUNTRY     -  US
 EJ0565  USGS QUAD   -  PRAGUE (2017)
 EJ0565
 EJ0565                         *CURRENT SURVEY CONTROL
 EJ0565  ______________________________________________________________________
 EJ0565* NAD 83(1986) POSITION- 34 17 57.     (N) 092 19 04.     (W)   SCALED
 EJ0565* NAVD 88 ORTHO HEIGHT -    75.68  (+/-2cm)      248.3   (feet) VERTCON3
 EJ0565  ______________________________________________________________________
 EJ0565  GEOID HEIGHT    -        -26.028 (meters)                     GEOID18
 EJ0565  VERT ORDER      -  ? (See Below)
 EJ0565
 EJ0565.The horizontal coordinates were scaled from a 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
 EJ0565.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0565.GEOID18 height accuracy estimate available here.
 EJ0565
 EJ0565.The vertical order pertains to the NGVD 29 superseded value.
 EJ0565
 EJ0565.Click photographs - Photos may exist for this station.
 EJ0565
 EJ0565;                    North         East    Units  Estimated Accuracy
 EJ0565;SPC AR S     -   581,110.      370,750.      MT  (+/- 180 meters Scaled)
 EJ0565
 EJ0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT627955(NAD 83)
 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
 EJ0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0565.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0565
 EJ0565_MARKER: DD = SURVEY DISK
 EJ0565_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0565_STAMPING: CHIR 1935
 EJ0565_MARK LOGO: CGS+SS
 EJ0565_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0566 ***********************************************************************
 EJ0566  DESIGNATION -  CHIS
 EJ0566  PID         -  EJ0566
 EJ0566  STATE/COUNTY-  AR/GRANT
 EJ0566  COUNTRY     -  US
 EJ0566  USGS QUAD   -  PRAGUE (2017)
 EJ0566
 EJ0566                         *CURRENT SURVEY CONTROL
 EJ0566  ______________________________________________________________________
 EJ0566* NAD 83(1986) POSITION- 34 18 00.     (N) 092 19 22.     (W)   SCALED
 EJ0566* NAVD 88 ORTHO HEIGHT -    72.30  (+/-2cm)      237.2   (feet) VERTCON3
 EJ0566  ______________________________________________________________________
 EJ0566  GEOID HEIGHT    -        -26.030 (meters)                     GEOID18
 EJ0566  VERT ORDER      -  ? (See Below)
 EJ0566
 EJ0566.The horizontal coordinates were scaled from a 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
 EJ0566.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0566.GEOID18 height accuracy estimate available here.
 EJ0566
 EJ0566.The vertical order pertains to the NGVD 29 superseded value.
 EJ0566
 EJ0566.Click photographs - Photos may exist for this station.
 EJ0566
 EJ0566;                    North         East    Units  Estimated Accuracy
 EJ0566;SPC AR S     -   581,210.      370,290.      MT  (+/- 180 meters Scaled)
 EJ0566
 EJ0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT623956(NAD 83)
 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
 EJ0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0566.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0566
 EJ0566_MARKER: DD = SURVEY DISK
 EJ0566_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0566_STAMPING: CHIS 1935
 EJ0566_MARK LOGO: CGS+SS
 EJ0566_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0093 ***********************************************************************
 GE0093  DESIGNATION -  CHISELED SQUARE
 GE0093  PID         -  GE0093
 GE0093  STATE/COUNTY-  AR/CLAY
 GE0093  COUNTRY     -  US
 GE0093  USGS QUAD   -  MOUNDS (2017)
 GE0093
 GE0093                         *CURRENT SURVEY CONTROL
 GE0093  ______________________________________________________________________
 GE0093* NAD 83(1986) POSITION- 36 14 57.     (N) 090 18 27.     (W)   SCALED
 GE0093* NAVD 88 ORTHO HEIGHT -    85.741 (meters)      281.30  (feet) ADJUSTED
 GE0093  ______________________________________________________________________
 GE0093  GEOID HEIGHT    -        -28.422 (meters)                     GEOID18
 GE0093  DYNAMIC HEIGHT  -         85.671 (meters)      281.07  (feet) COMP
 GE0093  MODELED GRAVITY -    979,812.0   (mgal)                       NAVD 88
 GE0093
 GE0093  VERT ORDER      -  FIRST     CLASS II
 GE0093
 GE0093.The horizontal coordinates were scaled from a map and have
 GE0093.an estimated accuracy of +/- 6 seconds.
 GE0093
 GE0093.The orthometric height was determined by differential leveling and
 GE0093.adjusted by the NATIONAL GEODETIC SURVEY
 GE0093.in June 1991.
 GE0093
 GE0093.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0093.GEOID18 height accuracy estimate available here.
 GE0093
 GE0093.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA419149(NAD 83)
 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
 GE0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0093.See file dsdata.pdf to determine how the superseded data were derived.
 GE0093
 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     - 1956     MONUMENTED       CGS
 GE0093
 GE0093                          STATION DESCRIPTION
 GE0093
 GE0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0081 ***********************************************************************
 GE0081  DESIGNATION -  CHISELED SQUARE
 GE0081  PID         -  GE0081
 GE0081  STATE/COUNTY-  AR/CLAY
 GE0081  COUNTRY     -  US
 GE0081  USGS QUAD   -  RECTOR (2017)
 GE0081
 GE0081                         *CURRENT SURVEY CONTROL
 GE0081  ______________________________________________________________________
 GE0081* NAD 83(1986) POSITION- 36 18 11.     (N) 090 15 02.     (W)   SCALED
 GE0081* NAVD 88 ORTHO HEIGHT -    85.842 (meters)      281.63  (feet) ADJUSTED
 GE0081  ______________________________________________________________________
 GE0081  GEOID HEIGHT    -        -28.522 (meters)                     GEOID18
 GE0081  DYNAMIC HEIGHT  -         85.772 (meters)      281.40  (feet) COMP
 GE0081  MODELED GRAVITY -    979,812.6   (mgal)                       NAVD 88
 GE0081
 GE0081  VERT ORDER      -  FIRST     CLASS II
 GE0081
 GE0081.The horizontal coordinates were scaled from a map and have
 GE0081.an estimated accuracy of +/- 6 seconds.
 GE0081
 GE0081.The orthometric height was determined by differential leveling and
 GE0081.adjusted by the NATIONAL GEODETIC SURVEY
 GE0081.in June 1991.
 GE0081
 GE0081.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0081.GEOID18 height accuracy estimate available here.
 GE0081
 GE0081.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA468210(NAD 83)
 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
 GE0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0081.See file dsdata.pdf to determine how the superseded data were derived.
 GE0081
 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     - 1956     MONUMENTED       CGS
 GE0081
 GE0081                          STATION DESCRIPTION
 GE0081
 GE0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GE0081'ABOUT 3.5 MILES NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY
 GE0081'FROM THE STATION AT RECTOR, ABOUT 1 1/2 TELEPHONE POLES NORTHEAST OF
 GE0081'MILE POLE 82, AT AN EAST-WEST ROAD CROSSING, A ROUGH CHISELED OUTLINED
 GE0081'SQUARE ON THE TOP OF EAST CORNER OF NORTHEAST END OF NORTHWEST
 GE0081'CONCRETE HEADWALL OF A 4-FOOT CONCRETE BOX CULVERT UNDER TRACK, 10 3/4
 GE0081'FEET NORTHWEST OF NORTHWEST RAIL, 27 FEET NORTH OF CENTER OF CROSSING,
 GE0081'0.6 FOOT EAST OF BENCH MARK K 188 AND ABOUT 2 1/2 FEET BELOW LEVEL OF
 GE0081'TRACK.  NOTE-THE DESCRIPTION IS NOT COMPLETE ENOUGH TO DEFINETELY
 GE0081'IDENTIFY THE POINT LEVELED TO ORIGINALLY.  THERE APPEARS TO BE ANOTHER
 GE0081'OUTLINED SQUARE ON THE TOP OF NORTH CORNER OF HEADWALL AND IT IS NOT
 GE0081'KNOWN WHICH POINT WAS ORIGINALLY LEVELED TO.  BENCH MARK K 188 WAS
 GE0081'ESTABLISHED IN THIS CULVERT AND IT IS BELIEVED THAT THIS MARK SHOULD
 GE0081'BE DISREGARDED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1102 ***********************************************************************
 EH1102  DESIGNATION -  CHISELED SQUARE
 EH1102  PID         -  EH1102
 EH1102  STATE/COUNTY-  AR/PRAIRIE
 EH1102  COUNTRY     -  US
 EH1102  USGS QUAD   -  DE VALLS BLUFF (2017)
 EH1102
 EH1102                         *CURRENT SURVEY CONTROL
 EH1102  ______________________________________________________________________
 EH1102* NAD 83(1986) POSITION- 34 47 41.     (N) 091 26 25.     (W)   SCALED
 EH1102* NAVD 88 ORTHO HEIGHT -    57.391 (meters)      188.29  (feet) ADJUSTED
 EH1102  ______________________________________________________________________
 EH1102  GEOID HEIGHT    -        -26.945 (meters)                     GEOID18
 EH1102  DYNAMIC HEIGHT  -         57.337 (meters)      188.11  (feet) COMP
 EH1102  MODELED GRAVITY -    979,698.4   (mgal)                       NAVD 88
 EH1102
 EH1102  VERT ORDER      -  FIRST     CLASS II
 EH1102
 EH1102.The horizontal coordinates were scaled from a map and have
 EH1102.an estimated accuracy of +/- 6 seconds.
 EH1102
 EH1102.The orthometric height was determined by differential leveling and
 EH1102.adjusted by the NATIONAL GEODETIC SURVEY
 EH1102.in June 1991.
 EH1102
 EH1102.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1102.GEOID18 height accuracy estimate available here.
 EH1102
 EH1102.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU426513(NAD 83)
 EH1102
 EH1102                          SUPERSEDED SURVEY CONTROL
 EH1102
 EH1102  NGVD 29 (11/26/84)   57.391  (m)          188.29   (f) ADJUSTED    1 2
 EH1102
 EH1102.Superseded values are not recommended for survey control.
 EH1102
 EH1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1102.See file dsdata.pdf to determine how the superseded data were derived.
 EH1102
 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     - 1954     MONUMENTED       CGS
 EH1102  HISTORY     - 20030428 MARK NOT FOUND   USACE
 EH1102
 EH1102                          STATION DESCRIPTION
 EH1102
 EH1102'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0568 ***********************************************************************
 EJ0568  DESIGNATION -  CHIT
 EJ0568  PID         -  EJ0568
 EJ0568  STATE/COUNTY-  AR/GRANT
 EJ0568  COUNTRY     -  US
 EJ0568  USGS QUAD   -  PRAGUE (2017)
 EJ0568
 EJ0568                         *CURRENT SURVEY CONTROL
 EJ0568  ______________________________________________________________________
 EJ0568* NAD 83(1986) POSITION- 34 18 00.     (N) 092 20 56.     (W)   SCALED
 EJ0568* NAVD 88 ORTHO HEIGHT -    63.02  (+/-2cm)      206.8   (feet) VERTCON3
 EJ0568  ______________________________________________________________________
 EJ0568  GEOID HEIGHT    -        -26.039 (meters)                     GEOID18
 EJ0568  VERT ORDER      -  ? (See Below)
 EJ0568
 EJ0568.The horizontal coordinates were scaled from a 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
 EJ0568.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0568.GEOID18 height accuracy estimate available here.
 EJ0568
 EJ0568.The vertical order pertains to the NGVD 29 superseded value.
 EJ0568
 EJ0568.Click photographs - Photos may exist for this station.
 EJ0568
 EJ0568;                    North         East    Units  Estimated Accuracy
 EJ0568;SPC AR S     -   581,210.      367,880.      MT  (+/- 180 meters Scaled)
 EJ0568
 EJ0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT599956(NAD 83)
 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
 EJ0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0568.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0568
 EJ0568_MARKER: DD = SURVEY DISK
 EJ0568_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0568_STAMPING: CHIT 1935
 EJ0568_MARK LOGO: CGS+SS
 EJ0568_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0570 ***********************************************************************
 EJ0570  DESIGNATION -  CHIU
 EJ0570  PID         -  EJ0570
 EJ0570  STATE/COUNTY-  AR/GRANT
 EJ0570  COUNTRY     -  US
 EJ0570  USGS QUAD   -  PRAGUE (2017)
 EJ0570
 EJ0570                         *CURRENT SURVEY CONTROL
 EJ0570  ______________________________________________________________________
 EJ0570* NAD 83(1986) POSITION- 34 17 56.     (N) 092 22 26.     (W)   SCALED
 EJ0570* NAVD 88 ORTHO HEIGHT -    73.09  (+/-2cm)      239.8   (feet) VERTCON3
 EJ0570  ______________________________________________________________________
 EJ0570  GEOID HEIGHT    -        -26.047 (meters)                     GEOID18
 EJ0570  VERT ORDER      -  ? (See Below)
 EJ0570
 EJ0570.The horizontal coordinates were scaled from a 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
 EJ0570.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0570.GEOID18 height accuracy estimate available here.
 EJ0570
 EJ0570.The vertical order pertains to the NGVD 29 superseded value.
 EJ0570
 EJ0570.Click photographs - Photos may exist for this station.
 EJ0570
 EJ0570;                    North         East    Units  Estimated Accuracy
 EJ0570;SPC AR S     -   581,100.      365,580.      MT  (+/- 180 meters Scaled)
 EJ0570
 EJ0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT576954(NAD 83)
 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
 EJ0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0570.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0570
 EJ0570_MARKER: DD = SURVEY DISK
 EJ0570_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0570_STAMPING: CHIU 1935
 EJ0570_MARK LOGO: CGS+SS
 EJ0570_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 DEPARTMENT OF TRANSPORTATION 2006 (MSK)
 EJ0570'MARK RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0571 ***********************************************************************
 EJ0571  DESIGNATION -  CHIV
 EJ0571  PID         -  EJ0571
 EJ0571  STATE/COUNTY-  AR/GRANT
 EJ0571  COUNTRY     -  US
 EJ0571  USGS QUAD   -  SHERIDAN (2017)
 EJ0571
 EJ0571                         *CURRENT SURVEY CONTROL
 EJ0571  ______________________________________________________________________
 EJ0571* NAD 83(1986) POSITION- 34 17 54.     (N) 092 23 02.     (W)   SCALED
 EJ0571* NAVD 88 ORTHO HEIGHT -    71.34  (+/-2cm)      234.1   (feet) VERTCON3
 EJ0571  ______________________________________________________________________
 EJ0571  GEOID HEIGHT    -        -26.051 (meters)                     GEOID18
 EJ0571  VERT ORDER      -  ? (See Below)
 EJ0571
 EJ0571.The horizontal coordinates were scaled from a 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
 EJ0571.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0571.GEOID18 height accuracy estimate available here.
 EJ0571
 EJ0571.The vertical order pertains to the NGVD 29 superseded value.
 EJ0571
 EJ0571.Click photographs - Photos may exist for this station.
 EJ0571
 EJ0571;                    North         East    Units  Estimated Accuracy
 EJ0571;SPC AR S     -   581,040.      364,660.      MT  (+/- 180 meters Scaled)
 EJ0571
 EJ0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT566954(NAD 83)
 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
 EJ0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0571.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0571
 EJ0571_MARKER: DD = SURVEY DISK
 EJ0571_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0571_STAMPING: CHIV 1935
 EJ0571_MARK LOGO: CGS+SS
 EJ0571_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0571
 EJ0571  HISTORY     - Date     Condition        Report By
 EJ0571  HISTORY     - 1935     MONUMENTED       ARGS
 EJ0571  HISTORY     - 1964     GOOD             USGS
 EJ0571
 EJ0571                          STATION DESCRIPTION
 EJ0571
 EJ0571'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0572 ***********************************************************************
 EJ0572  DESIGNATION -  CHIW
 EJ0572  PID         -  EJ0572
 EJ0572  STATE/COUNTY-  AR/GRANT
 EJ0572  COUNTRY     -  US
 EJ0572  USGS QUAD   -  SHERIDAN (2017)
 EJ0572
 EJ0572                         *CURRENT SURVEY CONTROL
 EJ0572  ______________________________________________________________________
 EJ0572* NAD 83(1986) POSITION- 34 18 00.04   (N) 092 23 18.18   (W)   HD_HELD1
 EJ0572* NAVD 88 ORTHO HEIGHT -    71.28  (+/-2cm)      233.9   (feet) VERTCON3
 EJ0572  ______________________________________________________________________
 EJ0572  GEOID HEIGHT    -        -26.052 (meters)                     GEOID18
 EJ0572  VERT ORDER      -  ? (See Below)
 EJ0572
 EJ0572.The horizontal coordinates were determined by differentially corrected
 EJ0572.hand held GPS observations or other comparable positioning techniques
 EJ0572.and have an estimated accuracy of +/- 3 meters.
 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
 EJ0572.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0572.GEOID18 height accuracy estimate available here.
 EJ0572
 EJ0572.The vertical order pertains to the NGVD 29 superseded value.
 EJ0572
 EJ0572.Click photographs - Photos may exist for this station.
 EJ0572
 EJ0572;                    North         East    Units  Estimated Accuracy
 EJ0572;SPC AR S     -   581,226.8     364,248.5     MT  (+/- 3 meters HH1 GPS) 
 EJ0572
 EJ0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT5628295590(NAD 83)
 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
 EJ0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0572.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0572
 EJ0572_MARKER: DD = SURVEY DISK
 EJ0572_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0572_STAMPING: CHIW 1935
 EJ0572_MARK LOGO: CGS+SS
 EJ0572_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0487 ***********************************************************************
 EJ0487  DESIGNATION -  CHOP
 EJ0487  PID         -  EJ0487
 EJ0487  STATE/COUNTY-  AR/JEFFERSON
 EJ0487  COUNTRY     -  US
 EJ0487  USGS QUAD   -  WHITE HALL (2017)
 EJ0487
 EJ0487                         *CURRENT SURVEY CONTROL
 EJ0487  ______________________________________________________________________
 EJ0487* NAD 83(1986) POSITION- 34 15 46.     (N) 092 03 33.     (W)   SCALED
 EJ0487* NAVD 88 ORTHO HEIGHT -    69.522 (meters)      228.09  (feet) ADJUSTED
 EJ0487  ______________________________________________________________________
 EJ0487  GEOID HEIGHT    -        -26.000 (meters)                     GEOID18
 EJ0487  DYNAMIC HEIGHT  -         69.454 (meters)      227.87  (feet) COMP
 EJ0487  MODELED GRAVITY -    979,669.0   (mgal)                       NAVD 88
 EJ0487
 EJ0487  VERT ORDER      -  FIRST     CLASS II
 EJ0487
 EJ0487.The horizontal coordinates were scaled from a map and have
 EJ0487.an estimated accuracy of +/- 6 seconds.
 EJ0487
 EJ0487.The orthometric height was determined by differential leveling and
 EJ0487.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0487.in June 1991.
 EJ0487
 EJ0487.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0487.GEOID18 height accuracy estimate available here.
 EJ0487
 EJ0487.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT866916(NAD 83)
 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
 EJ0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0487.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0487
 EJ0487_MARKER: DD = SURVEY DISK
 EJ0487_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0487_STAMPING: CHOP 1934
 EJ0487_MARK LOGO: CGS+SS
 EJ0487_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0483 ***********************************************************************
 EJ0483  DESIGNATION -  CHOW
 EJ0483  PID         -  EJ0483
 EJ0483  STATE/COUNTY-  AR/JEFFERSON
 EJ0483  COUNTRY     -  US
 EJ0483  USGS QUAD   -  PINE BLUFF (2017)
 EJ0483
 EJ0483                         *CURRENT SURVEY CONTROL
 EJ0483  ______________________________________________________________________
 EJ0483* NAD 83(1986) POSITION- 34 13 33.     (N) 092 01 26.     (W)   SCALED
 EJ0483* NAVD 88 ORTHO HEIGHT -    69.171 (meters)      226.94  (feet) ADJUSTED
 EJ0483  ______________________________________________________________________
 EJ0483  GEOID HEIGHT    -        -25.972 (meters)                     GEOID18
 EJ0483  DYNAMIC HEIGHT  -         69.104 (meters)      226.72  (feet) COMP
 EJ0483  MODELED GRAVITY -    979,667.4   (mgal)                       NAVD 88
 EJ0483
 EJ0483  VERT ORDER      -  FIRST     CLASS II
 EJ0483
 EJ0483.The horizontal coordinates were scaled from a map and have
 EJ0483.an estimated accuracy of +/- 6 seconds.
 EJ0483
 EJ0483.The orthometric height was determined by differential leveling and
 EJ0483.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0483.in June 1991.
 EJ0483
 EJ0483.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0483.GEOID18 height accuracy estimate available here.
 EJ0483
 EJ0483.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT899876(NAD 83)
 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
 EJ0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0483.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0483
 EJ0483_MARKER: DD = SURVEY DISK
 EJ0483_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0483_STAMPING: CHOW 1934
 EJ0483_MARK LOGO: CGS+SS
 EJ0483_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0483
 EJ0483  HISTORY     - Date     Condition        Report By
 EJ0483  HISTORY     - 1934     MONUMENTED       ARGS
 EJ0483  HISTORY     - 1938     GOOD             CGS
 EJ0483  HISTORY     - 1962     MARK NOT FOUND   USGS
 EJ0483  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0483
 EJ0483                          STATION DESCRIPTION
 EJ0483
 EJ0483'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FH0969 ***********************************************************************
 FH0969  DESIGNATION -  CHRISTMAS
 FH0969  PID         -  FH0969
 FH0969  STATE/COUNTY-  AR/SEBASTIAN
 FH0969  COUNTRY     -  US
 FH0969  USGS QUAD   -  LAVACA (2017)
 FH0969
 FH0969                         *CURRENT SURVEY CONTROL
 FH0969  ______________________________________________________________________
 FH0969* NAD 83(1997) POSITION- 35 17 32.01253(N) 094 09 36.09104(W)   ADJUSTED
 FH0969* NAVD 88 ORTHO HEIGHT -   210.    (meters)      689.    (feet) SCALED
 FH0969  ______________________________________________________________________
 FH0969  GEOID HEIGHT    -        -30.104 (meters)                     GEOID18
 FH0969  LAPLACE CORR    -          2.20  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0969.GEOID18 height accuracy estimate available here.
 FH0969
 FH0969.Click photographs - Photos may exist for this station.
 FH0969
 FH0969.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH0969
 FH0969. The following values were computed from the NAD 83(1997) position.
 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     -   0.99997175  x   0.99994885  =   0.99992060
 FH0969!UTM  15      -   0.99997175  x   0.99973711  =   0.99970887
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9452106067(NAD 83)
 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(1993)-  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
 FH0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0969.See file dsdata.pdf to determine how the superseded data were derived.
 FH0969
 FH0969_MARKER: DS = TRIANGULATION STATION DISK
 FH0969_SETTING: 80 = SET IN A BOULDER
 FH0969_STAMPING: CHRISTMAS 1940
 FH0969_MARK LOGO: CGS
 FH0969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0969+STABILITY: SURFACE MOTION
 FH0969
 FH0969  HISTORY     - Date     Condition        Report By
 FH0969  HISTORY     - 1940     MONUMENTED       CGS
 FH0969  HISTORY     - 1959     GOOD             CGS
 FH0969  HISTORY     - 1963     SEE DESCRIPTION  USACE
 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 ARMY CORPS OF 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 = MARCH 20, 2026 22:17:28 EDT
 FE2734 ***********************************************************************
 FE2734  DESIGNATION -  CHURCH
 FE2734  PID         -  FE2734
 FE2734  STATE/COUNTY-  AR/MISSISSIPPI
 FE2734  COUNTRY     -  US
 FE2734  USGS QUAD   -  BLYTHEVILLE (2017)
 FE2734
 FE2734                         *CURRENT SURVEY CONTROL
 FE2734  ______________________________________________________________________
 FE2734* NAD 83(1997) POSITION- 35 57 33.67680(N) 089 57 25.22574(W)   ADJUSTED
 FE2734* NAVD 88 ORTHO HEIGHT -    77.    (meters)      253.    (feet) SCALED
 FE2734  ______________________________________________________________________
 FE2734  GEOID HEIGHT    -        -28.175 (meters)                     GEOID18
 FE2734  LAPLACE CORR    -         -0.11  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE2734.GEOID18 height accuracy estimate available here.
 FE2734
 FE2734.Click photographs - Photos may exist for this station.
 FE2734
 FE2734.The Laplace correction was computed from DEFLEC18 derived deflections.
 FE2734
 FE2734. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999233  x   0.99995731  =   0.99994964
 FE2734!SPC MO E     -   0.99999233  x   0.99996288  =   0.99995521
 FE2734!UTM  16      -   0.99999233  x   1.00047642  =   1.00046875
 FE2734!UTM  15      -   0.99999233  x   1.00052816  =   1.00052049
 FE2734
 FE2734:                Primary Azimuth Mark                     Grid Az
 FE2734:SPC AR N     -  BLYTHEVILLE FED COMP WHSE W TK           137 55 13.4
 FE2734:SPC MO E     -  BLYTHEVILLE FED COMP WHSE W TK           138 47 25.2
 FE2734:UTM  16      -  BLYTHEVILLE FED COMP WHSE W TK           140 50 47.8
 FE2734:UTM  15      -  BLYTHEVILLE FED COMP WHSE W TK           137 19 16.3
 FE2734
 FE2734_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3331883483(NAD 83)
 FE2734
 FE2734|---------------------------------------------------------------------|
 FE2734| PID    Reference Object                     Distance      Geod. Az  |
 FE2734|                                                           dddmmss.s |
 FE2734| FE1847 CHURCH AZ MK                        350.202 METERS 00105     |
 FE2734| FE1846 CHURCH RM 1                           9.608 METERS 02527     |
 FE2734| FE2729 BLYTHEVILLE FED COMP WHSE W TK      APPROX. 5.0 KM 1390633.1 |
 FE2734| FE2732 BLYTHEVILLE WATER CO W TANK         APPROX. 4.9 KM 1394026.6 |
 FE2734| FE2718 AIRPORT BCN BLYTHEVILLE APT         APPROX. 0.7 KM 2652053.4 |
 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(1995)-  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
 FE2734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2734.See file dsdata.pdf to determine how the superseded data were derived.
 FE2734
 FE2734_MARKER: DS = TRIANGULATION STATION DISK
 FE2734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2734_STAMPING: CHURCH 1955
 FE2734_MARK LOGO: CGS
 FE2734_PROJECTION: FLUSH
 FE2734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2734+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FE1847 ***********************************************************************
 FE1847  DESIGNATION -  CHURCH AZ MK
 FE1847  PID         -  FE1847
 FE1847  STATE/COUNTY-  AR/MISSISSIPPI
 FE1847  COUNTRY     -  US
 FE1847  USGS QUAD   -  BLYTHEVILLE (2017)
 FE1847
 FE1847                         *CURRENT SURVEY CONTROL
 FE1847  ______________________________________________________________________
 FE1847* NAD 83(2011) POSITION- 35 57 45.04978(N) 089 57 24.96254(W)   ADJUSTED
 FE1847* NAD 83(2011) ELLIP HT-    47.917 (meters)        (06/27/12)   ADJUSTED
 FE1847* NAD 83(2011) EPOCH   -  2010.00
 FE1847* NAVD 88 ORTHO HEIGHT -    76.121 (meters)      249.74  (feet) ADJUSTED
 FE1847  ______________________________________________________________________
 FE1847  GEOID HEIGHT    -        -28.181 (meters)                     GEOID18
 FE1847  NAD 83(2011) X  -      3,884.851 (meters)                     COMP
 FE1847  NAD 83(2011) Y  - -5,168,479.844 (meters)                     COMP
 FE1847  NAD 83(2011) Z  -  3,724,853.978 (meters)                     COMP
 FE1847  LAPLACE CORR    -         -0.11  (seconds)                    DEFLEC18
 FE1847  DYNAMIC HEIGHT  -         76.057 (meters)      249.53  (feet) COMP
 FE1847  MODELED GRAVITY -    979,791.4   (mgal)                       NAVD 88
 FE1847
 FE1847  VERT ORDER      -  FIRST     CLASS II
 FE1847
 FE1847  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FE1847  Standards:
 FE1847         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FE1847            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FE1847  -------------------------------------------------------------------
 FE1847  NETWORK    2.21   2.49           0.98   0.81   1.27     -0.02367339
 FE1847  -------------------------------------------------------------------
 FE1847  Click here for local accuracies and other accuracy information.
 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 June 2012.
 FE1847
 FE1847.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FE1847.been affixed to the stable North American tectonic plate. See 
 FE1847.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FE1847
 FE1847.The horizontal coordinates are valid at the epoch date displayed above
 FE1847.which is a decimal equivalence of Year/Month/Day.
 FE1847
 FE1847.The orthometric height was determined by differential leveling and
 FE1847.adjusted by the NATIONAL GEODETIC SURVEY
 FE1847.in June 1991.
 FE1847
 FE1847.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE1847.GEOID18 height accuracy estimate available here.
 FE1847
 FE1847.Click photographs - Photos may exist for this station.
 FE1847
 FE1847.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE1847
 FE1847.The Laplace correction was computed from DEFLEC18 derived deflections.
 FE1847
 FE1847.The ellipsoidal height was determined by GPS observations
 FE1847.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 FE1847
 FE1847;                    North         East     Units Scale Factor Converg.
 FE1847;SPC AR N     -   182,658.226   584,276.476   MT  0.99995767   +1 11 19.9
 FE1847;SPC AR N     -   599,271.20  1,916,913.74   sFT  0.99995767   +1 11 19.9
 FE1847;UTM  16      - 3,983,833.726   233,335.464   MT  1.00047631   -1 44 15.0
 FE1847;UTM  15      - 3,984,072.859   774,434.403   MT  1.00052813   +1 47 17.4
 FE1847
 FE1847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1847!SPC AR N     -   0.99999248  x   0.99995767  =   0.99995015
 FE1847!UTM  16      -   0.99999248  x   1.00047631  =   1.00046879
 FE1847!UTM  15      -   0.99999248  x   1.00052813  =   1.00052061
 FE1847
 FE1847_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3333583833(NAD 83)
 FE1847
 FE1847                          SUPERSEDED SURVEY CONTROL
 FE1847
 FE1847  NAD 83(2007)-  35 57 45.04981(N)    089 57 24.96346(W) AD(2002.00) 0
 FE1847  ELLIP H (02/10/07)   47.944  (m)                       GP(2002.00)    
 FE1847  NAD 83(1997)-  35 57 45.04976(N)    089 57 24.96308(W) AD(       ) 1
 FE1847  ELLIP H (05/31/05)   47.958  (m)                       GP(       ) 4 1
 FE1847  NAD 83(1997)-  35 57 45.04855(N)    089 57 24.96505(W) AD(       ) B
 FE1847  ELLIP H (04/05/04)   47.940  (m)                       GP(       ) 4 2
 FE1847  NAVD 88              76.12   (m)          249.7    (f) LEVELING    3  
 FE1847  NAVD 88 (04/05/04)   76.1    (m)  GEOID99  model used  GPS OBS        
 FE1847  NGVD 29 (11/26/84)   76.073  (m)          249.58   (f) ADJUSTED    1 2
 FE1847
 FE1847.Superseded values are not recommended for survey control.
 FE1847
 FE1847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1847.See file dsdata.pdf to determine how the superseded data were derived.
 FE1847
 FE1847_MARKER: DZ = AZIMUTH MARK DISK
 FE1847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1847_STAMPING: CHURCH 1955
 FE1847_MARK LOGO: CGS
 FE1847_PROJECTION: PROJECTING 10 CENTIMETERS
 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 23, 2024
 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  HISTORY     - 20080729 GOOD             USACE
 FE1847  HISTORY     - 20240723 GOOD             ARHD
 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
 FE1847
 FE1847                          STATION RECOVERY (2008)
 FE1847
 FE1847'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2008 (DLB)
 FE1847'RECOVERED IN GOOD CONDITION.
 FE1847
 FE1847                          STATION RECOVERY (2024)
 FE1847
 FE1847'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (JDH)
 FE1847'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FE1846 ***********************************************************************
 FE1846  DESIGNATION -  CHURCH RM 1
 FE1846  PID         -  FE1846
 FE1846  STATE/COUNTY-  AR/MISSISSIPPI
 FE1846  COUNTRY     -  US
 FE1846  USGS QUAD   -  BLYTHEVILLE (2017)
 FE1846
 FE1846                         *CURRENT SURVEY CONTROL
 FE1846  ______________________________________________________________________
 FE1846* NAD 83(1986) POSITION- 35 57 33.96   (N) 089 57 25.06   (W)   HD_HELD1
 FE1846* NAVD 88 ORTHO HEIGHT -    76.134 (meters)      249.78  (feet) ADJUSTED
 FE1846  ______________________________________________________________________
 FE1846  GEOID HEIGHT    -        -28.175 (meters)                     GEOID18
 FE1846  DYNAMIC HEIGHT  -         76.070 (meters)      249.57  (feet) COMP
 FE1846  MODELED GRAVITY -    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 determined by differentially corrected
 FE1846.hand held GPS observations or other comparable positioning techniques
 FE1846.and have an estimated accuracy of +/- 3 meters.
 FE1846
 FE1846.The orthometric height was determined by differential leveling and
 FE1846.adjusted by the NATIONAL GEODETIC SURVEY
 FE1846.in June 1991.
 FE1846
 FE1846.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE1846.GEOID18 height accuracy estimate available here.
 FE1846
 FE1846.Click photographs - Photos may exist for this station.
 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     -   182,316.5     584,281.1     MT  (+/- 3 meters HH1 GPS) 
 FE1846
 FE1846_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3332283491(NAD 83)
 FE1846
 FE1846                          SUPERSEDED SURVEY CONTROL
 FE1846
 FE1846  NGVD 29 (11/26/84)   76.085  (m)          249.62   (f) ADJUSTED    1 2
 FE1846
 FE1846.Superseded values are not recommended for survey control.
 FE1846
 FE1846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1846.See file dsdata.pdf to determine how the superseded data were derived.
 FE1846
 FE1846_MARKER: DR = REFERENCE MARK DISK
 FE1846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1846_STAMPING: CHURCH NO 1 1955
 FE1846_MARK LOGO: CGS
 FE1846_PROJECTION: RECESSED 8 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1688 ***********************************************************************
 FF1688  DESIGNATION -  CICALLA
 FF1688  PID         -  FF1688
 FF1688  STATE/COUNTY-  AR/ST FRANCIS
 FF1688  COUNTRY     -  US
 FF1688  USGS QUAD   -  ROUND POND (2017)
 FF1688
 FF1688                         *CURRENT SURVEY CONTROL
 FF1688  ______________________________________________________________________
 FF1688* NAD 83(1997) POSITION- 35 04 27.03580(N) 090 31 49.94847(W)   ADJUSTED
 FF1688* NAVD 88 ORTHO HEIGHT -    61.616 (meters)      202.15  (feet) POSTED
 FF1688  ______________________________________________________________________
 FF1688  GEOID HEIGHT    -        -27.054 (meters)                     GEOID18
 FF1688  LAPLACE CORR    -         -0.83  (seconds)                    DEFLEC18
 FF1688  DYNAMIC HEIGHT  -         61.56  (meters)      202.0   (feet) COMP
 FF1688  MODELED GRAVITY -    979,735.5   (mgal)                       NAVD 88
 FF1688
 FF1688  HORZ ORDER      -  FIRST
 FF1688  VERT ORDER      -  * POSTED, 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
 FF1688.* This is a POSTED BENCH MARK height.
 FF1688
 FF1688.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1688.GEOID18 height accuracy estimate available here.
 FF1688
 FF1688.Click photographs - Photos may exist for this station.
 FF1688
 FF1688.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999457  x   0.99997530  =   0.99996988
 FF1688!UTM  15      -   0.99999457  x   1.00022487  =   1.00021944
 FF1688
 FF1688_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU2516284058(NAD 83)
 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(1995)-  35 04 27.03849(N)    090 31 49.94685(W) AD(       ) 1
 FF1688  NAD 83(1993)-  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  USSD        -  35 04 26.89700(N)    090 31 49.34400(W) AD(       ) 3
 FF1688  NGVD 29              61.58   (m)          202.0    (f) LEVELING    3  
 FF1688  NGVD 29 (11/26/84)   61.583  (m)          202.04   (f) ADJUSTED    1 2
 FF1688
 FF1688.Superseded values are not recommended for survey control.
 FF1688
 FF1688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1688.See file dsdata.pdf to determine how the superseded data were derived.
 FF1688
 FF1688_MARKER: DS = TRIANGULATION STATION DISK
 FF1688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1688_STAMPING: CICALLA 1916 1920
 FF1688_MARK LOGO: CGS
 FF1688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1688+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DG4779 ***********************************************************************
 DG4779  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4779  DESIGNATION -  CJT 3
 DG4779  PID         -  DG4779
 DG4779  STATE/COUNTY-  AR/DESHA
 DG4779  COUNTRY     -  US
 DG4779  USGS QUAD   -  ARKANSAS CITY (2017)
 DG4779
 DG4779                         *CURRENT SURVEY CONTROL
 DG4779  ______________________________________________________________________
 DG4779* NAD 83(2011) POSITION- 33 34 33.06695(N) 091 14 24.07433(W)   ADJUSTED
 DG4779* NAD 83(2011) ELLIP HT-    23.443 (meters)        (06/27/12)   ADJUSTED
 DG4779* NAD 83(2011) EPOCH   -  2010.00
 DG4779* NAVD 88 ORTHO HEIGHT -    49.92  (meters)      163.8   (feet) GPS OBS
 DG4779  ______________________________________________________________________
 DG4779  NAVD 88 orthometric height was determined with geoid model    G99SSS
 DG4779  GEOID HEIGHT    -        -27.204 (meters)                     G99SSS
 DG4779  GEOID HEIGHT    -        -26.446 (meters)                     GEOID18
 DG4779  NAD 83(2011) X  -   -115,116.712 (meters)                     COMP
 DG4779  NAD 83(2011) Y  - -5,318,195.242 (meters)                     COMP
 DG4779  NAD 83(2011) Z  -  3,507,359.697 (meters)                     COMP
 DG4779  LAPLACE CORR    -         -1.88  (seconds)                    DEFLEC18
 DG4779
 DG4779  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG4779  Standards:
 DG4779         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG4779            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG4779  -------------------------------------------------------------------
 DG4779  NETWORK    0.96   1.18           0.42   0.36   0.60      0.01652340
 DG4779  -------------------------------------------------------------------
 DG4779  Click here for local accuracies and other accuracy information.
 DG4779
 DG4779.The horizontal coordinates were established by GPS observations
 DG4779.and adjusted by the National Geodetic Survey in June 2012.
 DG4779
 DG4779.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG4779.been affixed to the stable North American tectonic plate. See 
 DG4779.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG4779
 DG4779.The horizontal coordinates are valid at the epoch date displayed above
 DG4779.which is a decimal equivalence of Year/Month/Day.
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG4779.GEOID18 height accuracy estimate available here.
 DG4779
 DG4779.Click photographs - Photos may exist for this station.
 DG4779
 DG4779.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4779
 DG4779.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG4779
 DG4779.The ellipsoidal height was determined by GPS observations
 DG4779.and is referenced to NAD 83.
 DG4779
 DG4779. The following values were computed from the NAD 83(2011) position.
 DG4779
 DG4779;                    North         East     Units Scale Factor Converg.
 DG4779;SPC AR S     -   501,102.081   470,553.406   MT  0.99995029   +0 25 31.3
 DG4779;SPC AR S     - 1,644,032.41  1,543,807.30   sFT  0.99995029   +0 25 31.3
 DG4779;UTM  15      - 3,716,516.604   663,343.676   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT6334316516(NAD 83)
 DG4779
 DG4779                          SUPERSEDED SURVEY CONTROL
 DG4779
 DG4779  NAD 83(2007)-  33 34 33.06680(N)    091 14 24.07510(W) AD(2002.00) 0
 DG4779  ELLIP H (02/10/07)   23.467  (m)                       GP(2002.00)    
 DG4779  NAD 83(1997)-  33 34 33.06639(N)    091 14 24.07452(W) AD(       ) 1
 DG4779  ELLIP H (03/17/04)   23.449  (m)                       GP(       ) 4 2
 DG4779
 DG4779.Superseded values are not recommended for survey control.
 DG4779
 DG4779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4779.See file dsdata.pdf to determine how the superseded data were derived.
 DG4779
 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
 DG4779'3 MILES NORTH OF ARKANSAS CITY, ARKANSAS.
 DG4779'
 DG4779'OWNERSHIP IS BY USCE.
 DG4779'
 DG4779'TO REACH THE STATION FROM THE INTERSETION OF U.S. ROUTE 65 AND
 DG4779'STATE ROUTE 4 IN MCGEHEE, ARKANSAS PROCEED 10.4 MILES EAST
 DG4779'ON STATE ROUTE 4 TO ARKANSAS CITY, ARKANSAS, TO AN INTERSECTION,
 DG4779'TURN RIGHT AND PROCEED 0.35 MILES EAST ON
 DG4779'STATE ROUTE 4 (ALSO CALLED SPRAGUE STREET) TO ITS INTERSECTION WITH
 DG4779'DESOTO STREET AND THE TOE OF THE MISSISSIPPI RIVER LEVEE, GO 0.25
 DG4779'MILES SOUTH ON DESOTO STREET UP THE RAMP TO THE TOP OF THE LEVEE.
 DG4779'PROCEED 3.0 MILES SOUTH ALONG THE TOP OF THE LEVEE TO THE STATION ON
 DG4779'THE RIGHT, LOCATED 10 FEET EAST OF THE CENTERLINE OF THE MISSISSIPPI
 DG4779'RIVER LEVEE.
 DG4779'
 DG4779'THE STATION IS LOCATED 10 FEET EAST OF THE CENTERLINE OF THE
 DG4779'MISSISSIPPI RIVER LEVEE AT LEVEE STATION 967+00. IT IS 91 FEET NORTH
 DG4779'OF A STEEL CATTLE GAP, IN THE NORTHWEST END OF CONCRETEHEAD WALL FOR
 DG4779'A PIPELINE CROSSING THE LEVEE.  THE STATION IS A 3 1/2 INCH BRASS
 DG4779'DISK SET FLUSH WITH THE TOP OF THE CONCRETE HEADWALL.
 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 = MARCH 20, 2026 22:17:28 EDT
 DG4769 ***********************************************************************
 DG4769  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4769  DESIGNATION -  CJT 4
 DG4769  PID         -  DG4769
 DG4769  STATE/COUNTY-  AR/CHICOT
 DG4769  COUNTRY     -  US
 DG4769  USGS QUAD   -  LUNA (2017)
 DG4769
 DG4769                         *CURRENT SURVEY CONTROL
 DG4769  ______________________________________________________________________
 DG4769* NAD 83(2011) POSITION- 33 22 50.36084(N) 091 12 01.63889(W)   ADJUSTED
 DG4769* NAD 83(2011) ELLIP HT-    12.320 (meters)        (06/27/12)   ADJUSTED
 DG4769* NAD 83(2011) EPOCH   -  2010.00
 DG4769* NAVD 88 ORTHO HEIGHT -    38.73  (meters)      127.1   (feet) GPS OBS
 DG4769  ______________________________________________________________________
 DG4769  NAVD 88 orthometric height was determined with geoid model    G99SSS
 DG4769  GEOID HEIGHT    -        -27.147 (meters)                     G99SSS
 DG4769  GEOID HEIGHT    -        -26.375 (meters)                     GEOID18
 DG4769  NAD 83(2011) X  -   -111,694.229 (meters)                     COMP
 DG4769  NAD 83(2011) Y  - -5,330,204.066 (meters)                     COMP
 DG4769  NAD 83(2011) Z  -  3,489,295.533 (meters)                     COMP
 DG4769  LAPLACE CORR    -         -1.94  (seconds)                    DEFLEC18
 DG4769
 DG4769  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG4769  Standards:
 DG4769         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG4769            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG4769  -------------------------------------------------------------------
 DG4769  NETWORK    0.44   0.53           0.18   0.18   0.27      0.04611860
 DG4769  -------------------------------------------------------------------
 DG4769  Click here for local accuracies and other accuracy information.
 DG4769
 DG4769.The horizontal coordinates were established by GPS observations
 DG4769.and adjusted by the National Geodetic Survey in June 2012.
 DG4769
 DG4769.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG4769.been affixed to the stable North American tectonic plate. See 
 DG4769.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG4769
 DG4769.The horizontal coordinates are valid at the epoch date displayed above
 DG4769.which is a decimal equivalence of Year/Month/Day.
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG4769.GEOID18 height accuracy estimate available here.
 DG4769
 DG4769.Click photographs - Photos may exist for this station.
 DG4769
 DG4769.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4769
 DG4769.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG4769
 DG4769.The ellipsoidal height was determined by GPS observations
 DG4769.and is referenced to NAD 83.
 DG4769
 DG4769. The following values were computed from the NAD 83(2011) position.
 DG4769
 DG4769;                    North         East     Units Scale Factor Converg.
 DG4769;SPC AR S     -   479,481.672   474,395.509   MT  0.99998310   +0 26 51.0
 DG4769;SPC AR S     - 1,573,099.45  1,556,412.60   sFT  0.99998310   +0 26 51.0
 DG4769;UTM  15      - 3,694,934.374   667,391.344   MT  0.99994546   +0 59 25.2
 DG4769
 DG4769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4769!SPC AR S     -   0.99999807  x   0.99998310  =   0.99998117
 DG4769!UTM  15      -   0.99999807  x   0.99994546  =   0.99994353
 DG4769
 DG4769_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS6739194934(NAD 83)
 DG4769
 DG4769                          SUPERSEDED SURVEY CONTROL
 DG4769
 DG4769  NAD 83(2011)-  33 22 50.35996(N)    091 12 01.63912(W) AD(2010.00) 0
 DG4769  ELLIP H (08/11/14)   12.300  (m)                       GP(2010.00)    
 DG4769  NAD 83(2007)-  33 22 50.36071(N)    091 12 01.63973(W) AD(2002.00) 0
 DG4769  ELLIP H (02/10/07)   12.341  (m)                       GP(2002.00)    
 DG4769  NAD 83(1997)-  33 22 50.36033(N)    091 12 01.63915(W) AD(       ) 1
 DG4769  ELLIP H (03/17/04)   12.333  (m)                       GP(       ) 4 2
 DG4769  NAVD 88 (08/11/14)   38.7    (m)  GEOID12A model used  GPS OBS        
 DG4769
 DG4769.Superseded values are not recommended for survey control.
 DG4769
 DG4769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4769.See file dsdata.pdf to determine how the superseded data were derived.
 DG4769
 DG4769_MARKER: DD = SURVEY DISK
 DG4769_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DG4769_SP_SET: CULVERT HEADWALL
 DG4769_STAMPING: CJT 4
 DG4769_MARK LOGO: USACE
 DG4769_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4769+STABILITY: SURFACE MOTION
 DG4769_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4769+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2012
 DG4769
 DG4769  HISTORY     - Date     Condition        Report By
 DG4769  HISTORY     - 2002     MONUMENTED       USACE
 DG4769  HISTORY     - 20020916 GOOD             PYBURN
 DG4769  HISTORY     - 20121204 GOOD             JMSM
 DG4769
 DG4769                          STATION DESCRIPTION
 DG4769
 DG4769'DESCRIBED BY PYBURN AND ODOM, INCORPORATED 2002
 DG4769'THE STATION IS LOCATED ON THE WEST BANK OF THE MISSISSIPPI RIVER 9
 DG4769'MILES WEST OF GREENVILLE, MISSISSIPPI, 6 MILES NORTHEAST OF LAKE
 DG4769'VILLAGE, ARKANSAS, AND 21 MILES SOUTH/SOUTHEAST OF MCGEHEE,
 DG4769'RKANSAS.
 DG4769'
 DG4769'OWNERSHIP IS BY USCE.
 DG4769'
 DG4769'TO REACH THE STATION FROM THE INTERSECTION OF U.S.ROUTE 82,
 DG4769'U.S. ROUTE 65 AND STATE ROUTE 144 IN LAKE VILLAGE, ARKANSAS,
 DG4769'PROCEED 7.2 MILES NORTHEASTERLY ON STATE ROUTE 144 TO THE STATION ON
 DG4769'THE RIGHT. THE STATION IS LOCATED ON TOP OF THE EAST END OF A
 DG4769'CONCRETE HEADWALL WHICH IS LOCATED IN THE RIGHT OF WAY ON THE SOUTH
 DG4769'SIDE OF STATE ROUTE 144.
 DG4769'
 DG4769'THE DISK IS 15 FEET SOUTH OF THE CENTERLINE OF STATE ROUTE 144
 DG4769'AND 53 FEET EAST OF A POWERPOLE.  THE STATION IS A 3
 DG4769'1/2 INCH BRASS DISK SET FLUSH WITH THE TOP OF THE HEADWALL.
 DG4769
 DG4769                          STATION RECOVERY (2012)
 DG4769
 DG4769'RECOVERY NOTE BY JOHNSON-MCADAMS SURVEYING AND MAPPING 2012 (JFF)
 DG4769'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DG4768 ***********************************************************************
 DG4768  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4768  DESIGNATION -  CJT 5
 DG4768  PID         -  DG4768
 DG4768  STATE/COUNTY-  AR/CHICOT
 DG4768  COUNTRY     -  US
 DG4768  USGS QUAD   -  EMINENCE (2017)
 DG4768
 DG4768                         *CURRENT SURVEY CONTROL
 DG4768  ______________________________________________________________________
 DG4768* NAD 83(2011) POSITION- 33 13 43.13290(N) 091 08 10.14506(W)   ADJUSTED
 DG4768* NAD 83(2011) ELLIP HT-    10.235 (meters)        (09/15/17)   ADJUSTED
 DG4768* NAD 83(2011) EPOCH   -  2010.00
 DG4768* NAVD 88 ORTHO HEIGHT -    36.50  (meters)      119.8   (feet) GPS OBS
 DG4768  ______________________________________________________________________
 DG4768  NAVD 88 orthometric height was determined with geoid model    G99SSS
 DG4768  GEOID HEIGHT    -        -27.012 (meters)                     G99SSS
 DG4768  GEOID HEIGHT    -        -26.243 (meters)                     GEOID18
 DG4768  NAD 83(2011) X  -   -105,895.519 (meters)                     COMP
 DG4768  NAD 83(2011) Y  - -5,339,579.726 (meters)                     COMP
 DG4768  NAD 83(2011) Z  -  3,475,204.105 (meters)                     COMP
 DG4768  LAPLACE CORR    -         -2.57  (seconds)                    DEFLEC18
 DG4768
 DG4768  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG4768  Standards:
 DG4768         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG4768            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG4768  -------------------------------------------------------------------
 DG4768  NETWORK    0.44   0.49           0.17   0.19   0.25      0.03084684
 DG4768  -------------------------------------------------------------------
 DG4768  Click here for local accuracies and other accuracy information.
 DG4768
 DG4768.The horizontal coordinates were established by GPS observations
 DG4768.and adjusted by the National Geodetic Survey in September 2017.
 DG4768
 DG4768.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG4768.been affixed to the stable North American tectonic plate. See 
 DG4768.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG4768
 DG4768.The horizontal coordinates are valid at the epoch date displayed above
 DG4768.which is a decimal equivalence of Year/Month/Day.
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG4768.GEOID18 height accuracy estimate available here.
 DG4768
 DG4768.Click photographs - Photos may exist for this station.
 DG4768
 DG4768.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4768
 DG4768.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG4768
 DG4768.The ellipsoidal height was determined by GPS observations
 DG4768.and is referenced to NAD 83.
 DG4768
 DG4768. The following values were computed from the NAD 83(2011) position.
 DG4768
 DG4768;                    North         East     Units Scale Factor Converg.
 DG4768;SPC AR S     -   462,671.731   480,520.936   MT  1.00001659   +0 29 00.6
 DG4768;SPC AR S     - 1,517,948.84  1,576,509.10   sFT  1.00001659   +0 29 00.6
 DG4768;UTM  15      - 3,678,183.646   673,674.820   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS7367478183(NAD 83)
 DG4768
 DG4768                          SUPERSEDED SURVEY CONTROL
 DG4768
 DG4768  NAD 83(2011)-  33 13 43.13213(N)    091 08 10.14491(W) AD(2010.00) 0
 DG4768  ELLIP H (08/11/14)   10.227  (m)                       GP(2010.00)    
 DG4768  NAD 83(2011)-  33 13 43.13343(N)    091 08 10.14489(W) AD(2010.00) 0
 DG4768  ELLIP H (06/27/12)   10.240  (m)                       GP(2010.00)    
 DG4768  NAD 83(2007)-  33 13 43.13331(N)    091 08 10.14577(W) AD(2002.00) 0
 DG4768  ELLIP H (02/10/07)   10.263  (m)                       GP(2002.00)    
 DG4768  NAD 83(1997)-  33 13 43.13304(N)    091 08 10.14501(W) AD(       ) 1
 DG4768  ELLIP H (03/17/04)   10.256  (m)                       GP(       ) 4 2
 DG4768  NAVD 88 (08/11/14)   36.5    (m)  GEOID12A model used  GPS OBS        
 DG4768
 DG4768.Superseded values are not recommended for survey control.
 DG4768
 DG4768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4768.See file dsdata.pdf to determine how the superseded data were derived.
 DG4768
 DG4768_MARKER: DD = SURVEY DISK
 DG4768_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DG4768_SP_SET: BOX CULVERT
 DG4768_STAMPING: CJT 5
 DG4768_MARK LOGO: USACE
 DG4768_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4768+STABILITY: SURFACE MOTION
 DG4768_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4768+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2012
 DG4768
 DG4768  HISTORY     - Date     Condition        Report By
 DG4768  HISTORY     - 2002     MONUMENTED       USACE
 DG4768  HISTORY     - 20020916 GOOD             PYBURN
 DG4768  HISTORY     - 20030731 GOOD             EMCINC
 DG4768  HISTORY     - 20121205 GOOD             JMSM
 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 LAKE
 DG4768'VILLAGE ARKANSAS AND IS LOCATED ALONG ARKANSAS STATE ROUTE 142, 4.3
 DG4768'MILES SOUTH OF THE INTERSECTION OF STATE ROUTE 142 AND U.S. ROUTE 82
 DG4768'IN CHICOT COUNTY, ARKANSAS.
 DG4768'
 DG4768'OWNERSHIP IS BY STATE OF ARKANSAS, IN THE RIGHT
 DG4768'OF WAY FOR STATE ROUTE 142.
 DG4768'
 DG4768'TO REACH THE STATION FROM THE INTERSECTION OF US 82 AND
 DG4768'STATE ROUTE 142 IN CHICOT COUNTY ARKANSAS, PROCEED 4.3 MILES
 DG4768'SOUTHERLY ALONGSTATE ROUTE 142 TO THE STATION ON THE RIGHT.
 DG4768'
 DG4768'THE STATION IS LOCATED ON THE NORTH END OF A BOX CULVERT ON THE
 DG4768'WEST SIDE OF STATE ROUTE 142, 21 FEET WEST OF THE CENTERLINE OF STATE
 DG4768'ROUTE 142, 127 FEET SOUTH OF A POWERPOLE.  THE STATION IS A 3 1/2
 DG4768'INCH BRASS DISK SET ON THE NORTH OF 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.
 DG4768
 DG4768                          STATION RECOVERY (2012)
 DG4768
 DG4768'RECOVERY NOTE BY JOHNSON-MCADAMS SURVEYING AND MAPPING 2012 (JFF)
 DG4768'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DG4767 ***********************************************************************
 DG4767  HT_MOD      -  This is a Height Modernization Survey Station.
 DG4767  DESIGNATION -  CJT 7
 DG4767  PID         -  DG4767
 DG4767  STATE/COUNTY-  AR/CHICOT
 DG4767  COUNTRY     -  US
 DG4767  USGS QUAD   -  READLAND (2017)
 DG4767
 DG4767                         *CURRENT SURVEY CONTROL
 DG4767  ______________________________________________________________________
 DG4767* NAD 83(2011) POSITION- 33 03 49.01283(N) 091 13 16.08201(W)   ADJUSTED
 DG4767* NAD 83(2011) ELLIP HT-     7.515 (meters)        (06/27/12)   ADJUSTED
 DG4767* NAD 83(2011) EPOCH   -  2010.00
 DG4767* NAVD 88 ORTHO HEIGHT -    33.69  (meters)      110.5   (feet) GPS OBS
 DG4767  ______________________________________________________________________
 DG4767  NAVD 88 orthometric height was determined with geoid model    G99SSS
 DG4767  GEOID HEIGHT    -        -26.927 (meters)                     G99SSS
 DG4767  GEOID HEIGHT    -        -26.141 (meters)                     GEOID18
 DG4767  NAD 83(2011) X  -   -114,028.424 (meters)                     COMP
 DG4767  NAD 83(2011) Y  - -5,349,420.092 (meters)                     COMP
 DG4767  NAD 83(2011) Z  -  3,459,877.584 (meters)                     COMP
 DG4767  LAPLACE CORR    -         -1.37  (seconds)                    DEFLEC18
 DG4767
 DG4767  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG4767  Standards:
 DG4767         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG4767            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG4767  -------------------------------------------------------------------
 DG4767  NETWORK    0.49   0.59           0.19   0.21   0.30      0.00903707
 DG4767  -------------------------------------------------------------------
 DG4767  Click here for local accuracies and other accuracy information.
 DG4767
 DG4767.The horizontal coordinates were established by GPS observations
 DG4767.and adjusted by the National Geodetic Survey in June 2012.
 DG4767
 DG4767.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG4767.been affixed to the stable North American tectonic plate. See 
 DG4767.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG4767
 DG4767.The horizontal coordinates are valid at the epoch date displayed above
 DG4767.which is a decimal equivalence of Year/Month/Day.
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG4767.GEOID18 height accuracy estimate available here.
 DG4767
 DG4767.Click photographs - Photos may exist for this station.
 DG4767
 DG4767.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4767
 DG4767.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG4767
 DG4767.The ellipsoidal height was determined by GPS observations
 DG4767.and is referenced to NAD 83.
 DG4767
 DG4767. The following values were computed from the NAD 83(2011) position.
 DG4767
 DG4767;                    North         East     Units Scale Factor Converg.
 DG4767;SPC AR S     -   444,304.645   472,738.983   MT  1.00006081   +0 26 09.3
 DG4767;SPC AR S     - 1,457,689.49  1,550,977.81   sFT  1.00006081   +0 26 09.3
 DG4767;UTM  15      - 3,659,746.023   666,065.790   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS6606559746(NAD 83)
 DG4767
 DG4767                          SUPERSEDED SURVEY CONTROL
 DG4767
 DG4767  NAD 83(2011)-  33 03 49.01172(N)    091 13 16.08198(W) AD(2010.00) 0
 DG4767  ELLIP H (08/11/14)    7.505  (m)                       GP(2010.00)    
 DG4767  NAD 83(2007)-  33 03 49.01267(N)    091 13 16.08287(W) AD(2002.00) 0
 DG4767  ELLIP H (02/10/07)    7.540  (m)                       GP(2002.00)    
 DG4767  NAD 83(1997)-  33 03 49.01268(N)    091 13 16.08260(W) AD(       ) 1
 DG4767  ELLIP H (03/17/04)    7.540  (m)                       GP(       ) 4 2
 DG4767  NAVD 88 (08/11/14)   33.7    (m)  GEOID12A model used  GPS OBS        
 DG4767
 DG4767.Superseded values are not recommended for survey control.
 DG4767
 DG4767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4767.See file dsdata.pdf to determine how the superseded data were derived.
 DG4767
 DG4767_MARKER: DD = SURVEY DISK
 DG4767_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DG4767_SP_SET: CULVERT HEADWALL
 DG4767_STAMPING: CJT 7
 DG4767_MARK LOGO: USACE
 DG4767_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4767+STABILITY: SURFACE MOTION
 DG4767_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4767+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2012
 DG4767
 DG4767  HISTORY     - Date     Condition        Report By
 DG4767  HISTORY     - 2002     MONUMENTED       USACE
 DG4767  HISTORY     - 20020916 GOOD             PYBURN
 DG4767  HISTORY     - 20121213 GOOD             JMSM
 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 THE ARKANSAS AND LOUISIANA STATE LINE.
 DG4767'
 DG4767'OWNERSHIP IS BY USCE.
 DG4767'
 DG4767'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ROUTE 65 AND
 DG4767'STATE ROUTE 159 IN EUDORA, ARKANSAS PROCEED 3.9 MILES SOUTH
 DG4767'ON U.S. ROUTE 65 TO A CONCRETE HEADWALL AND THE STATION ON THE
 DG4767'LEFT. THE STATION IS LOCATED ON TOP OF AND AT THE SOUTH END OF A
 DG4767'CONCRETE HEADWALL, 35 FEET EAST OF THE CENTERLINE OF U.S. ROUTE 65, 5
 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
 DG4767'FLUSH WITH THE TOP OF THE CONCRETE HEADWALL.
 DG4767
 DG4767                          STATION RECOVERY (2012)
 DG4767
 DG4767'RECOVERY NOTE BY JOHNSON-MCADAMS SURVEYING AND MAPPING 2012 (JFF)
 DG4767'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH2921 ***********************************************************************
 EH2921  DESIGNATION -  CLARENDON
 EH2921  PID         -  EH2921
 EH2921  STATE/COUNTY-  AR/MONROE
 EH2921  COUNTRY     -  US
 EH2921  USGS QUAD   -  CLARENDON (2017)
 EH2921
 EH2921                         *CURRENT SURVEY CONTROL
 EH2921  ______________________________________________________________________
 EH2921* NAD 83(1997) POSITION- 34 40 43.94552(N) 091 16 55.60791(W)   ADJUSTED
 EH2921* NAVD 88 ORTHO HEIGHT -    55.    (meters)      180.    (feet) SCALED
 EH2921  ______________________________________________________________________
 EH2921  GEOID HEIGHT    -        -26.792 (meters)                     GEOID18
 EH2921  LAPLACE CORR    -          0.50  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2921.GEOID18 height accuracy estimate available here.
 EH2921
 EH2921.Click photographs - Photos may exist for this station.
 EH2921
 EH2921.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2921
 EH2921. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999557  x   0.99998160  =   0.99997717
 EH2921!UTM  15      -   0.99999557  x   0.99990528  =   0.99990086
 EH2921
 EH2921:                Primary Azimuth Mark                     Grid Az
 EH2921:SPC AR S     -  CLARENDON RM 5 AZIMUTH                   091 04 20.1
 EH2921:UTM  15      -  CLARENDON RM 5 AZIMUTH                   090 29 47.1
 EH2921
 EH2921_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU5737838774(NAD 83)
 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
 EH2921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2921.See file dsdata.pdf to determine how the superseded data were derived.
 EH2921
 EH2921_MARKER: DS = TRIANGULATION STATION DISK
 EH2921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2921_STAMPING: CLARENDON 1965
 EH2921_MARK LOGO: CGS
 EH2921_PROJECTION: FLUSH
 EH2921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2921+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2918 ***********************************************************************
 EH2918  DESIGNATION -  CLARENDON CO CTHSE CLOCKTOWER
 EH2918  PID         -  EH2918
 EH2918  STATE/COUNTY-  AR/MONROE
 EH2918  COUNTRY     -  US
 EH2918  USGS QUAD   -  CLARENDON (2017)
 EH2918
 EH2918                         *CURRENT SURVEY CONTROL
 EH2918  ______________________________________________________________________
 EH2918* NAD 83(1997) POSITION- 34 41 33.89043(N) 091 18 51.24661(W)   ADJUSTED
 EH2918  ______________________________________________________________________
 EH2918  GEOID HEIGHT    -        -26.809 (meters)                     GEOID18
 EH2918  LAPLACE CORR    -          0.44  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2918.GEOID18 height accuracy estimate available here.
 EH2918
 EH2918.Click photographs - Photos may exist for this station.
 EH2918
 EH2918.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2918
 EH2918. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU5440940263(NAD 83)
 EH2918
 EH2918                          SUPERSEDED SURVEY CONTROL
 EH2918
 EH2918  NAD 83(1986)-  34 41 33.89699(N)    091 18 51.24281(W) AD(       ) 3
 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
 EH2918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2918.See file dsdata.pdf to determine how the superseded data were derived.
 EH2918
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0680 ***********************************************************************
 GF0680  DESIGNATION -  CLARK
 GF0680  PID         -  GF0680
 GF0680  STATE/COUNTY-  AR/BAXTER
 GF0680  COUNTRY     -  US
 GF0680  USGS QUAD   -  CLARKRIDGE (2017)
 GF0680
 GF0680                         *CURRENT SURVEY CONTROL
 GF0680  ______________________________________________________________________
 GF0680* NAD 83(1997) POSITION- 36 29 26.52829(N) 092 20 34.91756(W)   ADJUSTED
 GF0680* NAVD 88 ORTHO HEIGHT -   308.    (meters)     1010.    (feet) SCALED
 GF0680  ______________________________________________________________________
 GF0680  GEOID HEIGHT    -        -28.485 (meters)                     GEOID18
 GF0680  LAPLACE CORR    -         -0.82  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0680.GEOID18 height accuracy estimate available here.
 GF0680
 GF0680.Click photographs - Photos may exist for this station.
 GF0680
 GF0680.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0680
 GF0680. The following values were computed from the NAD 83(1997) position.
 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     -   0.99995611  x   1.00006102  =   1.00001713
 GF0680!SPC MO C     -   0.99995611  x   0.99993577  =   0.99989189
 GF0680!UTM  15      -   0.99995611  x   0.99964266  =   0.99959879
 GF0680
 GF0680:                Primary Azimuth Mark                     Grid Az
 GF0680:SPC AR N     -  BAKERSFIELD                              078 01 32.7
 GF0680:SPC MO C     -  BAKERSFIELD                              077 43 58.0
 GF0680:UTM  15      -  BAKERSFIELD                              077 26 07.6
 GF0680
 GF0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA5884238577(NAD 83)
 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
 GF0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0680.See file dsdata.pdf to determine how the superseded data were derived.
 GF0680
 GF0680_MARKER: DS = TRIANGULATION STATION DISK
 GF0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0680_STAMPING: CLARK 1953
 GF0680_MARK LOGO: CGS
 GF0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0680+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1964 ***********************************************************************
 EJ1964  DESIGNATION -  CLARK 2
 EJ1964  PID         -  EJ1964
 EJ1964  STATE/COUNTY-  AR/CLARK
 EJ1964  COUNTRY     -  US
 EJ1964  USGS QUAD   -  CADDO VALLEY (2017)
 EJ1964
 EJ1964                         *CURRENT SURVEY CONTROL
 EJ1964  ______________________________________________________________________
 EJ1964* NAD 83(1997) POSITION- 34 13 46.23650(N) 093 05 33.05734(W)   NO CHECK
 EJ1964* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 EJ1964  ______________________________________________________________________
 EJ1964  GEOID HEIGHT    -        -26.902 (meters)                     GEOID18
 EJ1964  LAPLACE CORR    -          2.50  (seconds)                    DEFLEC18
 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
 EJ1964.No horizontal observational check was made to the station.
 EJ1964
 EJ1964.The orthometric height was scaled from a topographic map.
 EJ1964
 EJ1964.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1964.GEOID18 height accuracy estimate available here.
 EJ1964
 EJ1964.Click photographs - Photos may exist for this station.
 EJ1964
 EJ1964.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1964
 EJ1964. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 EJ1964:SPC AR S     -  CLARK 2 AZ MK                            285 21 54.1
 EJ1964:UTM  15      -  CLARK 2 AZ MK                            284 48 20.1
 EJ1964
 EJ1964_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT9147987607(NAD 83)
 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
 EJ1964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1964.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1964
 EJ1964_MARKER: DS = TRIANGULATION STATION DISK
 EJ1964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1964_STAMPING: CLARK 2 1965
 EJ1964_MARK LOGO: CGS
 EJ1964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1964+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1968 ***********************************************************************
 EJ1968  DESIGNATION -  CLARK RESET
 EJ1968  PID         -  EJ1968
 EJ1968  STATE/COUNTY-  AR/CLARK
 EJ1968  COUNTRY     -  US
 EJ1968  USGS QUAD   -  CADDO VALLEY (2017)
 EJ1968
 EJ1968                         *CURRENT SURVEY CONTROL
 EJ1968  ______________________________________________________________________
 EJ1968* NAD 83(1997) POSITION- 34 13 45.53649(N) 093 05 33.23192(W)   ADJUSTED
 EJ1968* NAVD 88 ORTHO HEIGHT -   174.50  (+/-2cm)      572.5   (feet) VERTCON3
 EJ1968  ______________________________________________________________________
 EJ1968  GEOID HEIGHT    -        -26.901 (meters)                     GEOID18
 EJ1968  LAPLACE CORR    -          2.50  (seconds)                    DEFLEC18
 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
 EJ1968.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1968.GEOID18 height accuracy estimate available here.
 EJ1968
 EJ1968.The vertical order pertains to the NGVD 29 superseded value.
 EJ1968
 EJ1968.Click photographs - Photos may exist for this station.
 EJ1968
 EJ1968.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1968
 EJ1968. The following values were computed from the NAD 83(1997) position.
 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     -   0.99997683  x   0.99992423  =   0.99990106
 EJ1968!UTM  15      -   0.99997683  x   0.99960090  =   0.99957774
 EJ1968
 EJ1968:                Primary Azimuth Mark                     Grid Az
 EJ1968:SPC AR S     -  CLARK AZ MK                              289 56 18.4
 EJ1968:UTM  15      -  CLARK AZ MK                              289 22 44.4
 EJ1968
 EJ1968_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT9147487586(NAD 83)
 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             174.50   (m)          572.5    (f) LEVELING    3  
 EJ1968
 EJ1968.Superseded values are not recommended for survey control.
 EJ1968
 EJ1968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1968.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1968
 EJ1968_MARKER: DS = TRIANGULATION STATION DISK
 EJ1968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1968_STAMPING: CLARK 1940 1957
 EJ1968_MARK LOGO: CGS
 EJ1968_PROJECTION: RECESSED 15 CENTIMETERS
 EJ1968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1968+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1950 ***********************************************************************
 FF1950  DESIGNATION -  CLARKEDALE JERICHO MUN TANK
 FF1950  PID         -  FF1950
 FF1950  STATE/COUNTY-  AR/CRITTENDEN
 FF1950  COUNTRY     -  US
 FF1950  USGS QUAD   -  JERICHO (2017)
 FF1950
 FF1950                         *CURRENT SURVEY CONTROL
 FF1950  ______________________________________________________________________
 FF1950* NAD 83(1997) POSITION- 35 17 54.86979(N) 090 12 03.63318(W)   ADJUSTED
 FF1950  ______________________________________________________________________
 FF1950  GEOID HEIGHT    -        -27.394 (meters)                     GEOID18
 FF1950  LAPLACE CORR    -          0.22  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1950.GEOID18 height accuracy estimate available here.
 FF1950
 FF1950.Click photographs - Photos may exist for this station.
 FF1950
 FF1950.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1950
 FF1950. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV5451509748(NAD 83)
 FF1950
 FF1950                          SUPERSEDED SURVEY CONTROL
 FF1950
 FF1950  NAD 83(1995)-  35 17 54.87011(N)    090 12 03.63315(W) AD(       ) 3
 FF1950  NAD 83(1993)-  35 17 54.87790(N)    090 12 03.63560(W) AD(       ) 3
 FF1950  NAD 83(1986)-  35 17 54.88084(N)    090 12 03.63419(W) AD(       ) 3
 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
 FF1950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1950.See file dsdata.pdf to determine how the superseded data were derived.
 FF1950
 FF1950_MARKER: 53 = ELEVATED 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 = MARCH 20, 2026 22:17:28 EDT
 FF2074 ***********************************************************************
 FF2074  DESIGNATION -  CLARKS
 FF2074  PID         -  FF2074
 FF2074  STATE/COUNTY-  AR/ST FRANCIS
 FF2074  COUNTRY     -  US
 FF2074  USGS QUAD   -  ROUND POND (2017)
 FF2074
 FF2074                         *CURRENT SURVEY CONTROL
 FF2074  ______________________________________________________________________
 FF2074* NAD 83(1997) POSITION- 35 07 26.19496(N) 090 36 48.19766(W)   ADJUSTED
 FF2074* NAVD 88 ORTHO HEIGHT -    61.    (meters)      200.    (feet) SCALED
 FF2074  ______________________________________________________________________
 FF2074  GEOID HEIGHT    -        -27.086 (meters)                     GEOID18
 FF2074  LAPLACE CORR    -         -0.43  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF2074.GEOID18 height accuracy estimate available here.
 FF2074
 FF2074.Click photographs - Photos may exist for this station.
 FF2074
 FF2074.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF2074
 FF2074. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999467  x   0.99996800  =   0.99996267
 FF2074!UTM  15      -   0.99999467  x   1.00018291  =   1.00017758
 FF2074
 FF2074:                Primary Azimuth Mark                     Grid Az
 FF2074:SPC AR N     -  CLARKS AZ MK                             269 49 25.0
 FF2074:UTM  15      -  CLARKS AZ MK                             269 15 24.5
 FF2074
 FF2074_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU1747489394(NAD 83)
 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(1995)-  35 07 26.19944(N)    090 36 48.19569(W) AD(       ) 3
 FF2074  NAD 83(1993)-  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
 FF2074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2074.See file dsdata.pdf to determine how the superseded data were derived.
 FF2074
 FF2074_MARKER: DS = TRIANGULATION STATION DISK
 FF2074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2074_STAMPING: CLARKS 1954
 FF2074_MARK LOGO: CGS
 FF2074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF2074+STABILITY: SURFACE MOTION
 FF2074
 FF2074  HISTORY     - Date     Condition        Report By
 FF2074  HISTORY     - 1954     MONUMENTED       CGS
 FF2074  HISTORY     - 1989     MARK NOT FOUND   USACE
 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 ARMY CORPS OF ENGINEERS 1989 (CW)
 FF2074'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1619 ***********************************************************************
 FG1619  DESIGNATION -  CLARKSVILLE
 FG1619  PID         -  FG1619
 FG1619  STATE/COUNTY-  AR/JOHNSON
 FG1619  COUNTRY     -  US
 FG1619  USGS QUAD   -  CLARKSVILLE (2017)
 FG1619
 FG1619                         *CURRENT SURVEY CONTROL
 FG1619  ______________________________________________________________________
 FG1619* NAD 83(1997) POSITION- 35 28 16.17605(N) 093 28 59.67398(W)   ADJUSTED
 FG1619* NAVD 88 ORTHO HEIGHT -   139.161 (meters)      456.56  (feet) ADJUSTED
 FG1619  ______________________________________________________________________
 FG1619  GEOID HEIGHT    -        -29.130 (meters)                     GEOID18
 FG1619  LAPLACE CORR    -          1.10  (seconds)                    DEFLEC18
 FG1619  DYNAMIC HEIGHT  -        139.033 (meters)      456.14  (feet) COMP
 FG1619  MODELED GRAVITY -    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 and
 FG1619.adjusted by the NATIONAL GEODETIC SURVEY
 FG1619.in June 1991.
 FG1619
 FG1619.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1619.GEOID18 height accuracy estimate available here.
 FG1619
 FG1619.Click photographs - Photos may exist for this station.
 FG1619
 FG1619.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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  =   0.99960643
 FG1619
 FG1619:                Primary Azimuth Mark                     Grid Az
 FG1619:SPC AR N     -  CLARKSVILLE AZ MK                        086 58 14.7
 FG1619:UTM  15      -  CLARKSVILLE AZ MK                        086 23 17.0
 FG1619
 FG1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV5615725402(NAD 83)
 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(1993)-  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
 FG1619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1619.See file dsdata.pdf to determine how the superseded data were derived.
 FG1619
 FG1619_MARKER: DS = TRIANGULATION STATION DISK
 FG1619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG1619+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2010
 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  HISTORY     - 20100118 GOOD             GEOCAC
 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.
 FG1619
 FG1619                          STATION RECOVERY (2010)
 FG1619
 FG1619'RECOVERY NOTE BY GEOCACHING 2010 (JA)
 FG1619'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1618 ***********************************************************************
 FG1618  DESIGNATION -  CLARKSVILLE AZ MK
 FG1618  PID         -  FG1618
 FG1618  STATE/COUNTY-  AR/JOHNSON
 FG1618  COUNTRY     -  US
 FG1618  USGS QUAD   -  CLARKSVILLE (2017)
 FG1618
 FG1618                         *CURRENT SURVEY CONTROL
 FG1618  ______________________________________________________________________
 FG1618* NAD 83(1986) POSITION- 35 28 18.     (N) 093 28 45.     (W)   SCALED
 FG1618* NAVD 88 ORTHO HEIGHT -   136.245 (meters)      447.00  (feet) ADJUSTED
 FG1618  ______________________________________________________________________
 FG1618  GEOID HEIGHT    -        -29.126 (meters)                     GEOID18
 FG1618  DYNAMIC HEIGHT  -        136.120 (meters)      446.59  (feet) COMP
 FG1618  MODELED GRAVITY -    979,713.4   (mgal)                       NAVD 88
 FG1618
 FG1618  VERT ORDER      -  FIRST     CLASS II
 FG1618
 FG1618.The horizontal coordinates were scaled from a map and have
 FG1618.an estimated accuracy of +/- 6 seconds.
 FG1618
 FG1618.The orthometric height was determined by differential leveling and
 FG1618.adjusted by the NATIONAL GEODETIC SURVEY
 FG1618.in June 1991.
 FG1618
 FG1618.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1618.GEOID18 height accuracy estimate available here.
 FG1618
 FG1618.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV565254(NAD 83)
 FG1618
 FG1618                          SUPERSEDED SURVEY CONTROL
 FG1618
 FG1618.No superseded survey control is available for this station.
 FG1618
 FG1618_MARKER: DZ = AZIMUTH MARK DISK
 FG1618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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'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 = MARCH 20, 2026 22:17:28 EDT
 FG1869 ***********************************************************************
 FG1869  DESIGNATION -  CLARKSVILLE MUN TANK
 FG1869  PID         -  FG1869
 FG1869  STATE/COUNTY-  AR/JOHNSON
 FG1869  COUNTRY     -  US
 FG1869  USGS QUAD   -  CLARKSVILLE (2017)
 FG1869
 FG1869                         *CURRENT SURVEY CONTROL
 FG1869  ______________________________________________________________________
 FG1869* NAD 83(1997) POSITION- 35 28 11.99495(N) 093 28 57.45875(W)   ADJUSTED
 FG1869  ______________________________________________________________________
 FG1869  GEOID HEIGHT    -        -29.134 (meters)                     GEOID18
 FG1869  LAPLACE CORR    -          1.09  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1869.GEOID18 height accuracy estimate available here.
 FG1869
 FG1869.Click photographs - Photos may exist for this station.
 FG1869
 FG1869.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1869
 FG1869. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV5621225273(NAD 83)
 FG1869
 FG1869                          SUPERSEDED SURVEY CONTROL
 FG1869
 FG1869  NAD 83(1993)-  35 28 12.00553(N)    093 28 57.45823(W) AD(       ) 3
 FG1869  NAD 83(1986)-  35 28 12.00360(N)    093 28 57.45830(W) AD(       ) 3
 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
 FG1869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1869.See file dsdata.pdf to determine how the superseded data were derived.
 FG1869
 FG1869_MARKER: 53 = ELEVATED TANK
 FG1869_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG1869+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2010
 FG1869
 FG1869  HISTORY     - Date     Condition        Report By
 FG1869  HISTORY     - 1971     FIRST OBSERVED   NGS
 FG1869  HISTORY     - 20100118 GOOD             GEOCAC
 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.
 FG1869
 FG1869                          STATION RECOVERY (2010)
 FG1869
 FG1869'RECOVERY NOTE BY GEOCACHING 2010 (JA)
 FG1869'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1620 ***********************************************************************
 FG1620  DESIGNATION -  CLARKSVILLE RM 3
 FG1620  PID         -  FG1620
 FG1620  STATE/COUNTY-  AR/JOHNSON
 FG1620  COUNTRY     -  US
 FG1620  USGS QUAD   -  CLARKSVILLE (2017)
 FG1620
 FG1620                         *CURRENT SURVEY CONTROL
 FG1620  ______________________________________________________________________
 FG1620* NAD 83(1986) POSITION- 35 28 16.15   (N) 093 29 00.15   (W)   HD_HELD1
 FG1620* NAVD 88 ORTHO HEIGHT -   139.194 (meters)      456.67  (feet) ADJUSTED
 FG1620  ______________________________________________________________________
 FG1620  GEOID HEIGHT    -        -29.130 (meters)                     GEOID18
 FG1620  DYNAMIC HEIGHT  -        139.066 (meters)      456.25  (feet) COMP
 FG1620  MODELED GRAVITY -    979,713.5   (mgal)                       NAVD 88
 FG1620
 FG1620  VERT ORDER      -  FIRST     CLASS II
 FG1620
 FG1620.The horizontal coordinates were determined by differentially corrected
 FG1620.hand held GPS observations or other comparable positioning techniques
 FG1620.and have an estimated accuracy of +/- 3 meters.
 FG1620
 FG1620.The orthometric height was determined by differential leveling and
 FG1620.adjusted by the NATIONAL GEODETIC SURVEY
 FG1620.in June 1991.
 FG1620
 FG1620.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1620.GEOID18 height accuracy estimate available here.
 FG1620
 FG1620.Click photographs - Photos may exist for this station.
 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     -   127,245.2     265,379.6     MT  (+/- 3 meters HH1 GPS) 
 FG1620
 FG1620_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV5614525401(NAD 83)
 FG1620
 FG1620                          SUPERSEDED SURVEY CONTROL
 FG1620
 FG1620.No superseded survey control is available for this station.
 FG1620
 FG1620_MARKER: DR = REFERENCE MARK DISK
 FG1620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1620_STAMPING: CLARKSVILLE NO 3 1940 1971
 FG1620_MARK LOGO: CGS
 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, 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, 13.71
 FG1620'METERS (45.0 FT) NORTHEAST OF THE NORTHEAST CORNER OF HOUSE NUMBER
 FG1620'106, 6.4 METERS (21.0 FT) WEST OF THE CENTER OF CARLTON STREET, 4.87
 FG1620'METERS (16.0 FT) SOUTH OF THE SOUTHEAST CORNER OF A WOODEN BOUNDRY
 FG1620'FENCE, AND 0.9 METER (3.0 FT) EAST OF A POWERLINE POLE WITH A SECURITY
 FG1620'LIGHT ATTACHED.  IT IS ABOUT 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 = MARCH 20, 2026 22:17:28 EDT
 FG1621 ***********************************************************************
 FG1621  DESIGNATION -  CLARKSVILLE RM 4
 FG1621  PID         -  FG1621
 FG1621  STATE/COUNTY-  AR/JOHNSON
 FG1621  COUNTRY     -  US
 FG1621  USGS QUAD   -  CLARKSVILLE (2017)
 FG1621
 FG1621                         *CURRENT SURVEY CONTROL
 FG1621  ______________________________________________________________________
 FG1621* NAD 83(1986) POSITION- 35 28 17.07   (N) 093 28 59.74   (W)   HD_HELD1
 FG1621* NAVD 88 ORTHO HEIGHT -   138.281 (meters)      453.68  (feet) ADJUSTED
 FG1621  ______________________________________________________________________
 FG1621  GEOID HEIGHT    -        -29.129 (meters)                     GEOID18
 FG1621  DYNAMIC HEIGHT  -        138.154 (meters)      453.26  (feet) COMP
 FG1621  MODELED GRAVITY -    979,713.5   (mgal)                       NAVD 88
 FG1621
 FG1621  VERT ORDER      -  FIRST     CLASS II
 FG1621
 FG1621.The horizontal coordinates were determined by differentially corrected
 FG1621.hand held GPS observations or other comparable positioning techniques
 FG1621.and have an estimated accuracy of +/- 3 meters.
 FG1621
 FG1621.The orthometric height was determined by differential leveling and
 FG1621.adjusted by the NATIONAL GEODETIC SURVEY
 FG1621.in June 1991.
 FG1621
 FG1621.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1621.GEOID18 height accuracy estimate available here.
 FG1621
 FG1621.Click photographs - Photos may exist for this station.
 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     -   127,273.4     265,390.4     MT  (+/- 3 meters HH1 GPS) 
 FG1621
 FG1621_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV5615525429(NAD 83)
 FG1621
 FG1621                          SUPERSEDED SURVEY CONTROL
 FG1621
 FG1621.No superseded survey control is available for this station.
 FG1621
 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: CGS
 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, 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.  IT 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 = MARCH 20, 2026 22:17:28 EDT
 FG1941 ***********************************************************************
 FG1941  CBN         -  This is a Cooperative Base Network Control Station.
 FG1941  DESIGNATION -  CLARPORT
 FG1941  PID         -  FG1941
 FG1941  STATE/COUNTY-  AR/JOHNSON
 FG1941  COUNTRY     -  US
 FG1941  USGS QUAD   -  CLARKSVILLE (2017)
 FG1941
 FG1941                         *CURRENT SURVEY CONTROL
 FG1941  ______________________________________________________________________
 FG1941* NAD 83(2011) POSITION- 35 28 13.02998(N) 093 25 32.69311(W)   ADJUSTED
 FG1941* NAD 83(2011) ELLIP HT-   106.851 (meters)        (06/27/12)   ADJUSTED
 FG1941* NAD 83(2011) EPOCH   -  2010.00
 FG1941* NAVD 88 ORTHO HEIGHT -   135.9   (meters)      446.    (feet) GPS OBS
 FG1941  ______________________________________________________________________
 FG1941  NAVD 88 orthometric height was determined with geoid model    GEOID96
 FG1941  GEOID HEIGHT    -        -28.974 (meters)                     GEOID96
 FG1941  GEOID HEIGHT    -        -29.098 (meters)                     GEOID18
 FG1941  NAD 83(2011) X  -   -310,750.437 (meters)                     COMP
 FG1941  NAD 83(2011) Y  - -5,191,119.215 (meters)                     COMP
 FG1941  NAD 83(2011) Z  -  3,680,545.557 (meters)                     COMP
 FG1941  LAPLACE CORR    -          0.98  (seconds)                    DEFLEC18
 FG1941
 FG1941  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FG1941  Standards:
 FG1941         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FG1941            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FG1941  -------------------------------------------------------------------
 FG1941  NETWORK    0.69   1.84           0.32   0.23   0.94      0.09398795
 FG1941  -------------------------------------------------------------------
 FG1941  Click here for local accuracies and other accuracy information.
 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 June 2012.
 FG1941
 FG1941.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FG1941.been affixed to the stable North American tectonic plate. See 
 FG1941.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FG1941
 FG1941.The horizontal coordinates are valid at the epoch date displayed above
 FG1941.which is a decimal equivalence of Year/Month/Day.
 FG1941
 FG1941.The orthometric height was determined by GPS observations and a
 FG1941.high-resolution geoid model.
 FG1941
 FG1941.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1941.GEOID18 height accuracy estimate available here.
 FG1941
 FG1941.Click photographs - Photos may exist for this station.
 FG1941
 FG1941.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FG1941
 FG1941.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1941
 FG1941.The ellipsoidal height was determined by GPS observations
 FG1941.and is referenced to NAD 83.
 FG1941
 FG1941. The following values were computed from the NAD 83(2011) position.
 FG1941
 FG1941;                    North         East     Units Scale Factor Converg.
 FG1941;SPC AR N     -   127,071.824   270,607.680   MT  0.99993790   -0 49 46.7
 FG1941;SPC AR N     -   416,901.48    887,818.70   sFT  0.99993790   -0 49 46.7
 FG1941;UTM  15      - 3,925,281.312   461,373.255   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  =   0.99960163
 FG1941
 FG1941:                Primary Azimuth Mark                     Grid Az
 FG1941:SPC AR N     -  CLARPORT AZ MK                           271 46 43.9
 FG1941:UTM  15      -  CLARPORT AZ MK                           271 11 46.6
 FG1941
 FG1941_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV6137325281(NAD 83)
 FG1941
 FG1941|---------------------------------------------------------------------|
 FG1941| PID    Reference Object                     Distance      Geod. Az  |
 FG1941|                                                           dddmmss.s |
 FG1941| FG1942 CLARPORT AZ MK                      APPROX. 0.6 KM 2705657.2 |
 FG1941|---------------------------------------------------------------------|
 FG1941
 FG1941                          SUPERSEDED SURVEY CONTROL
 FG1941
 FG1941  NAD 83(2007)-  35 28 13.02998(N)    093 25 32.69394(W) AD(2002.00) 0
 FG1941  ELLIP H (02/10/07)  106.871  (m)                       GP(2002.00)    
 FG1941  ELLIP H (09/21/01)  106.864  (m)                       GP(       ) 4 2
 FG1941  NAD 83(1997)-  35 28 13.02979(N)    093 25 32.69414(W) AD(       ) B
 FG1941  ELLIP H (09/19/97)  106.880  (m)                       GP(       ) 4 1
 FG1941  NAD 83(1993)-  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)  RAPSU86  model used  GPS OBS        
 FG1941
 FG1941.Superseded values are not recommended for survey control.
 FG1941
 FG1941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1941.See file dsdata.pdf to determine how the superseded data were derived.
 FG1941
 FG1941_MARKER: I = METAL ROD
 FG1941_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1942 ***********************************************************************
 FG1942  DESIGNATION -  CLARPORT AZ MK
 FG1942  PID         -  FG1942
 FG1942  STATE/COUNTY-  AR/JOHNSON
 FG1942  COUNTRY     -  US
 FG1942  USGS QUAD   -  CLARKSVILLE (2017)
 FG1942
 FG1942                         *CURRENT SURVEY CONTROL
 FG1942  ______________________________________________________________________
 FG1942* NAD 83(1997) POSITION- 35 28 13.36950(N) 093 25 57.81226(W)   ADJUSTED
 FG1942* NAD 83(1997) ELLIP HT-   106.092 (meters)        (09/24/01)   ADJUSTED
 FG1942* NAVD 88 ORTHO HEIGHT -   135.3   (meters)      444.    (feet) VERTCON3
 FG1942  ______________________________________________________________________
 FG1942  GEOID HEIGHT    -        -29.102 (meters)                     GEOID18
 FG1942  NAD 83(1997) X  -   -311,382.214 (meters)                     COMP
 FG1942  NAD 83(1997) Y  - -5,191,074.655 (meters)                     COMP
 FG1942  NAD 83(1997) Z  -  3,680,553.639 (meters)                     COMP
 FG1942  LAPLACE CORR    -          0.95  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1942.GEOID18 height accuracy estimate available here.
 FG1942
 FG1942.Click photographs - Photos may exist for this station.
 FG1942
 FG1942.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FG1942
 FG1942.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1942
 FG1942.The ellipsoidal height was determined by GPS observations
 FG1942.and is referenced to NAD 83.
 FG1942
 FG1942. The following values were computed from the NAD 83(1997) position.
 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 43.9
 FG1942:UTM  15      -  CLARPORT                                 091 11 46.6
 FG1942
 FG1942_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV6074025294(NAD 83)
 FG1942
 FG1942|---------------------------------------------------------------------|
 FG1942| PID    Reference Object                     Distance      Geod. Az  |
 FG1942|                                                           dddmmss.s |
 FG1942| FG1941 CLARPORT                            APPROX. 0.6 KM 0905642.6 |
 FG1942|---------------------------------------------------------------------|
 FG1942
 FG1942                          SUPERSEDED SURVEY CONTROL
 FG1942
 FG1942  ELLIP H (09/14/99)  106.108  (m)                       GP(       ) 4 1
 FG1942  NAD 83(1993)-  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)  RAPSU86  model used  GPS OBS        
 FG1942
 FG1942.Superseded values are not recommended for survey control.
 FG1942
 FG1942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1942.See file dsdata.pdf to determine how the superseded data were derived.
 FG1942
 FG1942_MARKER: I = METAL ROD
 FG1942_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2831 ***********************************************************************
 EH2831  DESIGNATION -  CLAY
 EH2831  PID         -  EH2831
 EH2831  STATE/COUNTY-  AR/LEE
 EH2831  COUNTRY     -  US
 EH2831  USGS QUAD   -  DANSBY (2017)
 EH2831
 EH2831                         *CURRENT SURVEY CONTROL
 EH2831  ______________________________________________________________________
 EH2831* NAD 83(1997) POSITION- 34 54 07.02326(N) 090 42 22.92265(W)   ADJUSTED
 EH2831* NAVD 88 ORTHO HEIGHT -   116.    (meters)      381.    (feet) SCALED
 EH2831  ______________________________________________________________________
 EH2831  GEOID HEIGHT    -        -26.857 (meters)                     GEOID18
 EH2831  LAPLACE CORR    -         -0.81  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2831.GEOID18 height accuracy estimate available here.
 EH2831
 EH2831.Click photographs - Photos may exist for this station.
 EH2831
 EH2831.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2831
 EH2831. The following values were computed from the NAD 83(1997) position.
 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;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     -   0.99998601  x   1.00003297  =   1.00001898
 EH2831!UTM  15      -   0.99998601  x   1.00014131  =   1.00012732
 EH2831
 EH2831:                Primary Azimuth Mark                     Grid Az
 EH2831:SPC AR S     -  CLAY AZ MK                               226 52 41.7
 EH2831:UTM  15      -  CLAY AZ MK                               226 17 22.0
 EH2831
 EH2831_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU0956664570(NAD 83)
 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(1995)-  34 54 07.02628(N)    090 42 22.92043(W) AD(       ) 1
 EH2831  NAD 83(1993)-  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
 EH2831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2831.See file dsdata.pdf to determine how the superseded data were derived.
 EH2831
 EH2831_MARKER: DS = TRIANGULATION STATION DISK
 EH2831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2831_STAMPING: CLAY 1953
 EH2831_MARK LOGO: CGS
 EH2831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2831+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DK2102 ***********************************************************************
 DK2102  DESIGNATION -  CLEAR
 DK2102  PID         -  DK2102
 DK2102  STATE/COUNTY-  AR/DREW
 DK2102  COUNTRY     -  US
 DK2102  USGS QUAD   -  WILMAR SOUTH (2017)
 DK2102
 DK2102                         *CURRENT SURVEY CONTROL
 DK2102  ______________________________________________________________________
 DK2102* NAD 83(1997) POSITION- 33 31 08.95294(N) 091 53 48.51428(W)   ADJUSTED
 DK2102* NAVD 88 ORTHO HEIGHT -    51.5   (meters)      169.    (feet) VERTCON3
 DK2102  ______________________________________________________________________
 DK2102  GEOID HEIGHT    -        -25.791 (meters)                     GEOID18
 DK2102  LAPLACE CORR    -          0.77  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK2102.GEOID18 height accuracy estimate available here.
 DK2102
 DK2102.Click photographs - Photos may exist for this station.
 DK2102
 DK2102.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK2102
 DK2102. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 DK2102:SPC AR S     -  CLEAR AZ MK                              271 56 58.1
 DK2102:UTM  15      -  CLEAR AZ MK                              271 23 52.7
 DK2102
 DK2102_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT0245009387(NAD 83)
 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
 DK2102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2102.See file dsdata.pdf to determine how the superseded data were derived.
 DK2102
 DK2102_MARKER: DS = TRIANGULATION STATION DISK
 DK2102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2102_STAMPING: CLEAR 1965
 DK2102_MARK LOGO: CGS
 DK2102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK2102+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1512 ***********************************************************************
 DL1512  DESIGNATION -  CLEAR
 DL1512  PID         -  DL1512
 DL1512  STATE/COUNTY-  AR/HEMPSTEAD
 DL1512  COUNTRY     -  US
 DL1512  USGS QUAD   -  BOYD HILL (2017)
 DL1512
 DL1512                         *CURRENT SURVEY CONTROL
 DL1512  ______________________________________________________________________
 DL1512* NAD 83(1997) POSITION- 33 29 42.79505(N) 093 40 23.16256(W)   ADJUSTED
 DL1512* NAVD 88 ORTHO HEIGHT -   141.03  (+/-2cm)      462.7   (feet) VERTCON3
 DL1512  ______________________________________________________________________
 DL1512  GEOID HEIGHT    -        -26.913 (meters)                     GEOID18
 DL1512  LAPLACE CORR    -          0.86  (seconds)                    DEFLEC18
 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
 DL1512.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1512.GEOID18 height accuracy estimate available here.
 DL1512
 DL1512.The vertical order pertains to the NGVD 29 superseded value.
 DL1512
 DL1512.Click photographs - Photos may exist for this station.
 DL1512
 DL1512.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1512
 DL1512. The following values were computed from the NAD 83(1997) position.
 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  =   0.99994454
 DL1512!UTM  15      -   0.99998208  x   0.99964820  =   0.99963029
 DL1512
 DL1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT3747406392(NAD 83)
 DL1512
 DL1512                          SUPERSEDED SURVEY CONTROL
 DL1512
 DL1512  NAD 83(1993)-  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             141.05   (m)          462.8    (f) LEVELING    3  
 DL1512
 DL1512.Superseded values are not recommended for survey control.
 DL1512
 DL1512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1512.See file dsdata.pdf to determine how the superseded data were derived.
 DL1512
 DL1512_MARKER: DB = BENCH MARK DISK
 DL1512_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DL1512_STAMPING: CLEAR
 DL1512_MARK LOGO: USGS
 DL1512_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL1512
 DL1512  HISTORY     - Date     Condition        Report By
 DL1512  HISTORY     - 1951     MONUMENTED       USGS
 DL1512  HISTORY     - 20070809 MARK NOT FOUND   ARHD
 DL1512
 DL1512                          STATION DESCRIPTION
 DL1512
 DL1512'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 DL1512'SEE STATION CLEAR
 DL1512
 DL1512                          STATION RECOVERY (2007)
 DL1512
 DL1512'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2007 (WDA)
 DL1512'MARK NOT FOUND
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL1514 ***********************************************************************
 DL1514  DESIGNATION -  CLEAR
 DL1514  PID         -  DL1514
 DL1514  STATE/COUNTY-  AR/HEMPSTEAD
 DL1514  COUNTRY     -  US
 DL1514  USGS QUAD   -  BOYD HILL (2017)
 DL1514
 DL1514                         *CURRENT SURVEY CONTROL
 DL1514  ______________________________________________________________________
 DL1514* NAD 83(1997) POSITION- 33 29 42.76816(N) 093 40 23.14377(W)   ADJUSTED
 DL1514* NAVD 88 ORTHO HEIGHT -   141.    (meters)      463.    (feet) SCALED
 DL1514  ______________________________________________________________________
 DL1514  GEOID HEIGHT    -        -26.913 (meters)                     GEOID18
 DL1514  LAPLACE CORR    -          0.86  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1514.GEOID18 height accuracy estimate available here.
 DL1514
 DL1514.Click photographs - Photos may exist for this station.
 DL1514
 DL1514.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1514
 DL1514. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 DL1514:SPC AR S     -  TT 36 KW                                 267 59 51.1
 DL1514:UTM  15      -  TT 36 KW                                 267 25 57.3
 DL1514
 DL1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT3747506391(NAD 83)
 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(1993)-  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
 DL1514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1514.See file dsdata.pdf to determine how the superseded data were derived.
 DL1514
 DL1514_MARKER: DS = TRIANGULATION STATION DISK
 DL1514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1514_STAMPING: CLEAR 1951
 DL1514_MARK LOGO: CGS
 DL1514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1514+STABILITY: SURFACE MOTION
 DL1514
 DL1514  HISTORY     - Date     Condition        Report By
 DL1514  HISTORY     - 1951     MONUMENTED       CGS
 DL1514  HISTORY     - 1963     GOOD             CGS
 DL1514  HISTORY     - 20070809 MARK NOT FOUND   ARHD
 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.
 DL1514
 DL1514                          STATION RECOVERY (2007)
 DL1514
 DL1514'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2007 (WDA)
 DL1514'MARK NOT FOUND
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK2103 ***********************************************************************
 DK2103  DESIGNATION -  CLEAR RM A
 DK2103  PID         -  DK2103
 DK2103  STATE/COUNTY-  AR/DREW
 DK2103  COUNTRY     -  US
 DK2103  USGS QUAD   -  WILMAR SOUTH (2017)
 DK2103
 DK2103                         *CURRENT SURVEY CONTROL
 DK2103  ______________________________________________________________________
 DK2103* NAD 83(1997) POSITION- 33 31 08.11842(N) 091 53 48.76410(W)   ADJUSTED
 DK2103* NAVD 88 ORTHO HEIGHT -    51.2   (meters)      168.    (feet) VERTCON3
 DK2103  ______________________________________________________________________
 DK2103  GEOID HEIGHT    -        -25.791 (meters)                     GEOID18
 DK2103  LAPLACE CORR    -          0.77  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK2103.GEOID18 height accuracy estimate available here.
 DK2103
 DK2103.Click photographs - Photos may exist for this station.
 DK2103
 DK2103.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK2103
 DK2103. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 DK2103:SPC AR S     -  SUMPTER                                  257 17 32.7
 DK2103:UTM  15      -  SUMPTER                                  256 44 27.3
 DK2103
 DK2103_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT0244409361(NAD 83)
 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
 DK2103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2103.See file dsdata.pdf to determine how the superseded data were derived.
 DK2103
 DK2103_MARKER: DS = TRIANGULATION STATION DISK
 DK2103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2103_STAMPING: CLEAR RM A 1965
 DK2103_MARK LOGO: CGS
 DK2103_PROJECTION: FLUSH
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1301 ***********************************************************************
 DL1301  DESIGNATION -  CLEVELAND
 DL1301  PID         -  DL1301
 DL1301  STATE/COUNTY-  AR/CLEVELAND
 DL1301  COUNTRY     -  US
 DL1301  USGS QUAD   -  IVAN (2017)
 DL1301
 DL1301                         *CURRENT SURVEY CONTROL
 DL1301  ______________________________________________________________________
 DL1301* NAD 83(1997) POSITION- 33 58 38.76606(N) 092 24 51.10144(W)   ADJUSTED
 DL1301* NAVD 88 ORTHO HEIGHT -    90.    (meters)      295.    (feet) SCALED
 DL1301  ______________________________________________________________________
 DL1301  GEOID HEIGHT    -        -26.078 (meters)                     GEOID18
 DL1301  LAPLACE CORR    -          1.10  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1301.GEOID18 height accuracy estimate available here.
 DL1301
 DL1301.Click photographs - Photos may exist for this station.
 DL1301
 DL1301.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1301
 DL1301. The following values were computed from the NAD 83(1997) position.
 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     -   0.99998997  x   0.99991896  =   0.99990893
 DL1301!UTM  15      -   0.99998997  x   0.99963610  =   0.99962608
 DL1301
 DL1301:                Primary Azimuth Mark                     Grid Az
 DL1301:SPC AR S     -  CLEVELAND AZ MK                          331 28 50.6
 DL1301:UTM  15      -  CLEVELAND AZ MK                          330 55 17.4
 DL1301
 DL1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT5411259808(NAD 83)
 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(1993)-  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
 DL1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1301.See file dsdata.pdf to determine how the superseded data were derived.
 DL1301
 DL1301_MARKER: DS = TRIANGULATION STATION DISK
 DL1301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1301_STAMPING: CLEVELAND 1964
 DL1301_MARK LOGO: CGS
 DL1301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1301+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1738 ***********************************************************************
 FG1738  DESIGNATION -  CLEVELAND
 FG1738  PID         -  FG1738
 FG1738  STATE/COUNTY-  AR/CONWAY
 FG1738  COUNTRY     -  US
 FG1738  USGS QUAD   -  CLEVELAND (2017)
 FG1738
 FG1738                         *CURRENT SURVEY CONTROL
 FG1738  ______________________________________________________________________
 FG1738* NAD 83(1997) POSITION- 35 23 29.31627(N) 092 42 25.01259(W)   ADJUSTED
 FG1738* NAVD 88 ORTHO HEIGHT -   226.15  (+/-2cm)      742.0   (feet) VERTCON3
 FG1738  ______________________________________________________________________
 FG1738  GEOID HEIGHT    -        -28.422 (meters)                     GEOID18
 FG1738  LAPLACE CORR    -          1.89  (seconds)                    DEFLEC18
 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
 FG1738.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1738.GEOID18 height accuracy estimate available here.
 FG1738
 FG1738.The vertical order pertains to the NGVD 29 superseded value.
 FG1738
 FG1738.Click photographs - Photos may exist for this station.
 FG1738
 FG1738.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1738
 FG1738. The following values were computed from the NAD 83(1997) position.
 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     -   0.99996897  x   0.99994156  =   0.99991053
 FG1738!UTM  15      -   0.99996897  x   0.99960873  =   0.99957771
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV2661316497(NAD 83)
 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             226.14   (m)          741.9    (f) LEVELING    3  
 FG1738
 FG1738.Superseded values are not recommended for survey control.
 FG1738
 FG1738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1738.See file dsdata.pdf to determine how the superseded data were derived.
 FG1738
 FG1738_MARKER: DS = TRIANGULATION STATION DISK
 FG1738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1738_STAMPING: CLEVELAND 1964
 FG1738_MARK LOGO: CGS
 FG1738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1738+STABILITY: SURFACE MOTION
 FG1738_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG1738+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2015
 FG1738
 FG1738  HISTORY     - Date     Condition        Report By
 FG1738  HISTORY     - 1964     MONUMENTED       CGS
 FG1738  HISTORY     - 1967     GOOD             CGS
 FG1738  HISTORY     - 20070727 GOOD             INDIV
 FG1738  HISTORY     - 20150228 GOOD             ARHD
 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.
 FG1738
 FG1738                          STATION RECOVERY (2007)
 FG1738
 FG1738'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (JTC)
 FG1738'2.5 MILES FROM POST OFFICE. 1' SOUTH OF METAL WITNESS POST. 3.6' NORTH
 FG1738'OF 19'' HICKORY. 45' FROM CL HWY 95 ON EAST R/W. SOUTHEAST 55' FROM
 FG1738'CLCL OF HWY 95 AND WILLIAMS RD
 FG1738
 FG1738                          STATION RECOVERY (2015)
 FG1738
 FG1738'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (VJB)
 FG1738'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1731 ***********************************************************************
 EJ1731  DESIGNATION -  CLIFTON
 EJ1731  PID         -  EJ1731
 EJ1731  STATE/COUNTY-  AR/PULASKI
 EJ1731  COUNTRY     -  US
 EJ1731  USGS QUAD   -  CATO (2017)
 EJ1731
 EJ1731                         *CURRENT SURVEY CONTROL
 EJ1731  ______________________________________________________________________
 EJ1731* NAD 83(1997) POSITION- 34 54 55.36361(N) 092 19 40.50628(W)   ADJUSTED
 EJ1731* NAVD 88 ORTHO HEIGHT -   163.    (meters)      535.    (feet) SCALED
 EJ1731  ______________________________________________________________________
 EJ1731  GEOID HEIGHT    -        -27.286 (meters)                     GEOID18
 EJ1731  LAPLACE CORR    -          1.89  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1731.GEOID18 height accuracy estimate available here.
 EJ1731
 EJ1731.Click photographs - Photos may exist for this station.
 EJ1731
 EJ1731.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1731
 EJ1731. The following values were computed from the NAD 83(1997) position.
 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;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!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:UTM  15      -  CLIFTON AZ MK                            033 22 34.9
 EJ1731
 EJ1731_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6139263865(NAD 83)
 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
 EJ1731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1731.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1731
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0450 ***********************************************************************
 EJ0450  DESIGNATION -  CLIFTON AZ MK
 EJ0450  PID         -  EJ0450
 EJ0450  STATE/COUNTY-  AR/PULASKI
 EJ0450  COUNTRY     -  US
 EJ0450  USGS QUAD   -  CATO (2017)
 EJ0450
 EJ0450                         *CURRENT SURVEY CONTROL
 EJ0450  ______________________________________________________________________
 EJ0450* NAD 83(1986) POSITION- 34 55 30.     (N) 092 19 11.     (W)   SCALED
 EJ0450* NAVD 88 ORTHO HEIGHT -    97.167 (meters)      318.79  (feet) POSTED
 EJ0450  ______________________________________________________________________
 EJ0450  GEOID HEIGHT    -        -27.311 (meters)                     GEOID18
 EJ0450  DYNAMIC HEIGHT  -         97.08  (meters)      318.5   (feet) COMP
 EJ0450  MODELED GRAVITY -    979,693.7   (mgal)                       NAVD 88
 EJ0450
 EJ0450  VERT ORDER      -  * POSTED, SEE BELOW
 EJ0450
 EJ0450.The horizontal coordinates were scaled from a 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
 EJ0450.* This is a POSTED BENCH MARK height.
 EJ0450
 EJ0450.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0450.GEOID18 height accuracy estimate available here.
 EJ0450
 EJ0450.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU621649(NAD 83)
 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
 EJ0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0450.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0450
 EJ0450_MARKER: DZ = AZIMUTH MARK DISK
 EJ0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0450_STAMPING: CLIFTON 1940
 EJ0450_MARK LOGO: CGS
 EJ0450_PROJECTION: PROJECTING 10 CENTIMETERS
 EJ0450_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EJ0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0450+STABILITY: SURFACE MOTION
 EJ0450
 EJ0450  HISTORY     - Date     Condition        Report By
 EJ0450  HISTORY     - 1940     MONUMENTED       CGS
 EJ0450  HISTORY     - 19800101 GOOD             NGS
 EJ0450
 EJ0450                          STATION DESCRIPTION
 EJ0450
 EJ0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS)
 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 NATIONAL 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 = MARCH 20, 2026 22:17:28 EDT
 DM4104 ***********************************************************************
 DM4104  PACS        -  This is a Primary Airport Control Station.
 DM4104  DESIGNATION -  CLINPORT
 DM4104  PID         -  DM4104
 DM4104  STATE/COUNTY-  AR/VAN BUREN
 DM4104  COUNTRY     -  US
 DM4104  USGS QUAD   -  CLINTON (2017)
 DM4104
 DM4104                         *CURRENT SURVEY CONTROL
 DM4104  ______________________________________________________________________
 DM4104* NAD 83(2011) POSITION- 35 35 49.56507(N) 092 26 58.45111(W)   ADJUSTED
 DM4104* NAD 83(2011) ELLIP HT-   125.797 (meters)        (06/27/12)   ADJUSTED
 DM4104* NAD 83(2011) EPOCH   -  2010.00
 DM4104* NAVD 88 ORTHO HEIGHT -   153.704 (meters)      504.28  (feet) ADJUSTED
 DM4104  ______________________________________________________________________
 DM4104  GEOID HEIGHT    -        -27.935 (meters)                     GEOID18
 DM4104  NAD 83(2011) X  -   -221,916.939 (meters)                     COMP
 DM4104  NAD 83(2011) Y  - -5,187,505.347 (meters)                     COMP
 DM4104  NAD 83(2011) Z  -  3,692,006.742 (meters)                     COMP
 DM4104  LAPLACE CORR    -          1.56  (seconds)                    DEFLEC18
 DM4104  DYNAMIC HEIGHT  -        153.565 (meters)      503.82  (feet) COMP
 DM4104  MODELED GRAVITY -    979,723.3   (mgal)                       NAVD 88
 DM4104
 DM4104  VERT ORDER      -  SECOND    CLASS I
 DM4104
 DM4104  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4104  Standards:
 DM4104         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4104            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4104  -------------------------------------------------------------------
 DM4104  NETWORK    0.84   1.63           0.37   0.31   0.83      0.11387073
 DM4104  -------------------------------------------------------------------
 DM4104  Click here for local accuracies and other accuracy information.
 DM4104
 DM4104.This mark is at Clinton Municipal Airport (CCA)
 DM4104
 DM4104.The horizontal coordinates were established by GPS observations
 DM4104.and adjusted by the National Geodetic Survey in June 2012.
 DM4104
 DM4104.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4104.been affixed to the stable North American tectonic plate. See 
 DM4104.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM4104
 DM4104.The horizontal coordinates are valid at the epoch date displayed above
 DM4104.which is a decimal equivalence of Year/Month/Day.
 DM4104
 DM4104.The orthometric height was determined by differential leveling and
 DM4104.adjusted by the NATIONAL GEODETIC SURVEY
 DM4104.in January 2017.
 DM4104
 DM4104.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4104.GEOID18 height accuracy estimate available here.
 DM4104
 DM4104.Click photographs - Photos may exist for this station.
 DM4104
 DM4104.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM4104
 DM4104.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM4104
 DM4104.The ellipsoidal height was determined by GPS observations
 DM4104.and is referenced to NAD 83.
 DM4104
 DM4104.The dynamic height is computed by dividing the NAVD 88
 DM4104.geopotential number by the normal gravity value computed on the
 DM4104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4104.degrees latitude (g = 980.6199 gals.).
 DM4104
 DM4104.The modeled gravity was interpolated from observed gravity values.
 DM4104
 DM4104. The following values were computed from the NAD 83(2011) position.
 DM4104
 DM4104;                    North         East     Units Scale Factor Converg.
 DM4104;SPC AR N     -   140,297.322   359,262.708   MT  0.99993596   -0 15 41.8
 DM4104;SPC AR N     -   460,292.13  1,178,681.07   sFT  0.99993596   -0 15 41.8
 DM4104;UTM  15      - 3,939,402.023   549,860.325   MT  0.99963063   +0 19 13.4
 DM4104
 DM4104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4104!SPC AR N     -   0.99998026  x   0.99993596  =   0.99991622
 DM4104!UTM  15      -   0.99998026  x   0.99963063  =   0.99961089
 DM4104
 DM4104:                Primary Azimuth Mark                     Grid Az
 DM4104:SPC AR N     -  CLINPORT AZ MK1                          132 45 08.2
 DM4104:UTM  15      -  CLINPORT AZ MK1                          132 10 13.0
 DM4104
 DM4104_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV4986039402(NAD 83)
 DM4104
 DM4104|---------------------------------------------------------------------|
 DM4104| PID    Reference Object                     Distance      Geod. Az  |
 DM4104|                                                           dddmmss.s |
 DM4104| DM4105 CLINPORT AZ MK1                     444.631 METERS 1322926.4 |
 DM4104| DM4106 CLINPORT AZ MK2                     APPROX. 0.6 KM 3122526.6 |
 DM4104|---------------------------------------------------------------------|
 DM4104
 DM4104                          SUPERSEDED SURVEY CONTROL
 DM4104
 DM4104  NAD 83(2007)-  35 35 49.56503(N)    092 26 58.45127(W) AD(2002.00) B
 DM4104  ELLIP H (11/08/10)  125.800  (m)                       GP(2002.00) 4 2
 DM4104  NAVD 88 (11/08/10)  153.71   (m)  GEOID09  model used  GPS OBS        
 DM4104
 DM4104.Superseded values are not recommended for survey control.
 DM4104
 DM4104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4104.See file dsdata.pdf to determine how the superseded data were derived.
 DM4104
 DM4104_MARKER: F = FLANGE-ENCASED ROD
 DM4104_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DM4104_STAMPING: CLINPORT 2009
 DM4104_MARK LOGO: NONE
 DM4104_PROJECTION: RECESSED 4 CENTIMETERS
 DM4104_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DM4104_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4104_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4104+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2025
 DM4104_ROD/PIPE-DEPTH: 7.39 meters
 DM4104_SLEEVE-DEPTH  : 1.0 meters
 DM4104
 DM4104  HISTORY     - Date     Condition        Report By
 DM4104  HISTORY     - 20090617 MONUMENTED       BFENG
 DM4104  HISTORY     - 20150831 GOOD             ARHD
 DM4104  HISTORY     - 20250723 GOOD             ARHD
 DM4104
 DM4104                          STATION DESCRIPTION
 DM4104
 DM4104'DESCRIBED BY B AND F ENGINEERING 2009 (KDW)
 DM4104'STATION IS LOCATED ABOUT 96.5 KM (60.0 MI) NORTH OF LITTLE ROCK, ABOUT
 DM4104'75.6 KM (47.0 MI) SOUTHWEST OF BATESVILLE, AND ABOUT 57.9 KM (36.0 MI)
 DM4104'NORTH OF CONWAY.  THE STATION IS LOCATED AT THE CLINTON MUNICIPAL
 DM4104'AIRPORT AND THE PROPERTY IS OWNED BY THE CITY OF CLINTON.  AIRPORT HAS
 DM4104'CONTROLLED ACCESS AND PERMISSION MUST BE OBTAINED AT THE OFFICE TO
 DM4104'ENTER.  CONTACT CLINTON AIRPORT OFFICE (PHONE 501-745-6550).
 DM4104'
 DM4104'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 65 AND HIGHWAY
 DM4104'16 (AT NORTH END OF THE CITY OF CLINTON), GO SOUTHEAST ON HIGHWAY 16
 DM4104'FOR 0.80 KM (0.5 MI) TO AN INTERSECTION.  TURN RIGHT AND GO
 DM4104'SOUTHEASTERLY ON AIRPORT ROAD FOR 0.80 KM (0.5 MI) TO CLINTON AIRPORT
 DM4104'OFFICE BUILDING ON THE RIGHT.  ONCE THROUGH CONTROLLED ACCESS GATE GO
 DM4104'NORTHWEST ALONG TAXIWAY ABOUT 200 M (656.2 FT) TO STATION ON THE RIGHT
 DM4104'IN GRASSY AREA.
 DM4104'
 DM4104'THE STATION IS THE TOP-CENTER OF A 1.43 CM (9/16 INCHES) STAINLESS
 DM4104'STEEL ROD DRIVEN TO REFUSAL DEPTH OF 7.39 M (24.2 FT) THE LOGO CAP IS
 DM4104'MOUNTED ON A 14 CM (6 INCHES) DIAMETER PVC PIPE.  A 1 M (3.3 FT) LONG
 DM4104'GREASE-FILLED SLEEVE WAS INSTALLED.  LOGO CAP IS FLUSH WITH THE GROUND
 DM4104'AND TOP OF ROD IS 6 CM (2 INCHES) BELOW THE TOP OF THE LOGO CAP
 DM4104'(MAGNET PLACED INSIDE WELL).  THE MARK IS IN GRASS AREA BETWEEN
 DM4104'TAXIWAY AND COVERED AIRPLANE HANGAR STORAGE AREA.  THE MARK IS 30.7 M
 DM4104'(100.7 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF AN ENCLOSED METAL
 DM4104'HANGAR BUILDING, 18.7 M (61.4 FT) NORTHEAST OF THE TAXIWAY EDGE
 DM4104'PAVEMENT, 9 M (29.5 FT) SOUTHWEST OF EDGE PAVEMENT OF AIRPLANE COVERED
 DM4104'HANGAR AREA, AND THE MARK IS 0.9 M (3.0 FT) NORTHEAST OF AN ORANGE
 DM4104'SURVEY MARKER SIGN.  THE LOGO CAP FOR THIS STATION HAS NO LOGO.
 DM4104'THIS STATION IS DESIGNATED AS A PRIMARY AIRPORT CONTROL STATION.
 DM4104
 DM4104                          STATION RECOVERY (2015)
 DM4104
 DM4104'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 DM4104'RECOVERED AS DESCRIBED.
 DM4104
 DM4104                          STATION RECOVERY (2025)
 DM4104
 DM4104'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2025 (WAT)
 DM4104'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DM4105 ***********************************************************************
 DM4105  SACS        -  This is a Secondary Airport Control Station.
 DM4105  DESIGNATION -  CLINPORT AZ MK1
 DM4105  PID         -  DM4105
 DM4105  STATE/COUNTY-  AR/VAN BUREN
 DM4105  COUNTRY     -  US
 DM4105  USGS QUAD   -  CLINTON (2017)
 DM4105
 DM4105                         *CURRENT SURVEY CONTROL
 DM4105  ______________________________________________________________________
 DM4105* NAD 83(2011) POSITION- 35 35 39.82003(N) 092 26 45.42668(W)   ADJUSTED
 DM4105* NAD 83(2011) ELLIP HT-   125.003 (meters)        (06/27/12)   ADJUSTED
 DM4105* NAD 83(2011) EPOCH   -  2010.00
 DM4105* NAVD 88 ORTHO HEIGHT -   152.912 (meters)      501.68  (feet) ADJUSTED
 DM4105  ______________________________________________________________________
 DM4105  GEOID HEIGHT    -        -27.934 (meters)                     GEOID18
 DM4105  NAD 83(2011) X  -   -221,596.811 (meters)                     COMP
 DM4105  NAD 83(2011) Y  - -5,187,693.365 (meters)                     COMP
 DM4105  NAD 83(2011) Z  -  3,691,762.055 (meters)                     COMP
 DM4105  LAPLACE CORR    -          1.63  (seconds)                    DEFLEC18
 DM4105  DYNAMIC HEIGHT  -        152.773 (meters)      501.22  (feet) COMP
 DM4105  MODELED GRAVITY -    979,724.5   (mgal)                       NAVD 88
 DM4105
 DM4105  VERT ORDER      -  SECOND    CLASS I
 DM4105
 DM4105  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4105  Standards:
 DM4105         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4105            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4105  -------------------------------------------------------------------
 DM4105  NETWORK    0.90   1.69           0.40   0.33   0.86      0.07647933
 DM4105  -------------------------------------------------------------------
 DM4105  Click here for local accuracies and other accuracy information.
 DM4105
 DM4105.This mark is at Clinton Municipal Airport (CCA)
 DM4105
 DM4105.The horizontal coordinates were established by GPS observations
 DM4105.and adjusted by the National Geodetic Survey in June 2012.
 DM4105
 DM4105.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4105.been affixed to the stable North American tectonic plate. See 
 DM4105.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM4105
 DM4105.The horizontal coordinates are valid at the epoch date displayed above
 DM4105.which is a decimal equivalence of Year/Month/Day.
 DM4105
 DM4105.The orthometric height was determined by differential leveling and
 DM4105.adjusted by the NATIONAL GEODETIC SURVEY
 DM4105.in January 2017.
 DM4105
 DM4105.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4105.GEOID18 height accuracy estimate available here.
 DM4105
 DM4105.Click photographs - Photos may exist for this station.
 DM4105
 DM4105.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM4105
 DM4105.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM4105
 DM4105.The ellipsoidal height was determined by GPS observations
 DM4105.and is referenced to NAD 83.
 DM4105
 DM4105.The dynamic height is computed by dividing the NAVD 88
 DM4105.geopotential number by the normal gravity value computed on the
 DM4105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4105.degrees latitude (g = 980.6199 gals.).
 DM4105
 DM4105.The modeled gravity was interpolated from observed gravity values.
 DM4105
 DM4105. The following values were computed from the NAD 83(2011) position.
 DM4105
 DM4105;                    North         East     Units Scale Factor Converg.
 DM4105;SPC AR N     -   139,995.513   359,589.177   MT  0.99993595   -0 15 34.2
 DM4105;SPC AR N     -   459,301.95  1,179,752.16   sFT  0.99993595   -0 15 34.2
 DM4105;UTM  15      - 3,939,103.636   550,189.743   MT  0.99963104   +0 19 21.0
 DM4105
 DM4105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4105!SPC AR N     -   0.99998038  x   0.99993595  =   0.99991633
 DM4105!UTM  15      -   0.99998038  x   0.99963104  =   0.99961143
 DM4105
 DM4105:                Primary Azimuth Mark                     Grid Az
 DM4105:SPC AR N     -  CLINPORT                                 312 45 08.2
 DM4105:UTM  15      -  CLINPORT                                 312 10 13.0
 DM4105
 DM4105_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV5018939103(NAD 83)
 DM4105
 DM4105|---------------------------------------------------------------------|
 DM4105| PID    Reference Object                     Distance      Geod. Az  |
 DM4105|                                                           dddmmss.s |
 DM4105| DM4104 CLINPORT                            444.631 METERS 3122934.0 |
 DM4105|---------------------------------------------------------------------|
 DM4105
 DM4105                          SUPERSEDED SURVEY CONTROL
 DM4105
 DM4105  NAD 83(2007)-  35 35 39.81999(N)    092 26 45.42684(W) AD(2002.00) 1
 DM4105  ELLIP H (11/08/10)  125.007  (m)                       GP(2002.00) 4 2
 DM4105  NAVD 88 (11/08/10)  152.92   (m)  GEOID09  model used  GPS OBS        
 DM4105
 DM4105.Superseded values are not recommended for survey control.
 DM4105
 DM4105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4105.See file dsdata.pdf to determine how the superseded data were derived.
 DM4105
 DM4105_MARKER: F = FLANGE-ENCASED ROD
 DM4105_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DM4105_STAMPING: CLINPORT AZ MK1 2009
 DM4105_MARK LOGO: NONE
 DM4105_PROJECTION: RECESSED 6 CENTIMETERS
 DM4105_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DM4105_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4105_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4105+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2025
 DM4105_ROD/PIPE-DEPTH: 5.27 meters
 DM4105_SLEEVE-DEPTH  : 1 meters
 DM4105
 DM4105  HISTORY     - Date     Condition        Report By
 DM4105  HISTORY     - 20090618 MONUMENTED       BFENG
 DM4105  HISTORY     - 20150831 GOOD             ARHD
 DM4105  HISTORY     - 20250723 GOOD             ARHD
 DM4105
 DM4105                          STATION DESCRIPTION
 DM4105
 DM4105'DESCRIBED BY B AND F ENGINEERING 2009 (KDW)
 DM4105'STATION IS LOCATED ABOUT 96.5 KM (60.0 MI) NORTH OF LITTLE ROCK, ABOUT
 DM4105'75.6 KM (47.0 MI) SOUTHWEST OF BATESVILLE, AND ABOUT 57.9 KM (36.0 MI)
 DM4105'NORTH OF CONWAY.  THE STATION IS LOCATED AT THE CLINTON MUNICIPAL
 DM4105'AIRPORT AND THE PROPERTY IS OWNED BY THE CITY OF CLINTON.  AIRPORT HAS
 DM4105'CONTROLLED ACCESS AND PERMISSION MUST BE OBTAINED AT THE OFFICE TO
 DM4105'ENTER.  CONTACT CLINTON AIRPORT OFFICE (PHONE 501-745-6550).
 DM4105'
 DM4105'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 65 AND HIGHWAY
 DM4105'16 (AT NORTH END OF THE CITY OF CLINTON), GO SOUTHEAST ON HIGHWAY 16
 DM4105'FOR 0.80 KM (0.5 MI) TO AN INTERSECTION.  TURN RIGHT AND GO
 DM4105'SOUTHEASTERLY ON AIRPORT ROAD FOR 0.80 KM (0.5 MI) TO CLINTON AIRPORT
 DM4105'OFFICE BUILDING ON THE RIGHT.  ONCE THROUGH CONTROLLED ACCESS GATE GO
 DM4105'SOUTHEAST ALONG TAXIWAY ABOUT 240 M (787.4 FT) TO STATION ON THE LEFT
 DM4105'IN GRASS AREA NEAR BARB WIRE FENCE.
 DM4105'
 DM4105'THE STATION IS THE TOP-CENTER OF A 1.43 CM (9/16 INCHES) STAINLESS
 DM4105'STEEL ROD DRIVEN TO REFUSAL DEPTH OF 5.27 M (17.3 FT) THE LOGO CAP IS
 DM4105'MOUNTED ON A 14 CM (6 INCHES) PVC PIPE.  A 1 M (3.3 FT) LONG
 DM4105'GREASE-FILLED SLEEVE WAS INSTALLED.  LOGO CAP IS SET FLUSH WITH THE
 DM4105'GROUND (MAGNET PLACED INSIDE WELL) AND TOP OF ROD IS 6 CM (2 INCHES)
 DM4105'BELOW TOP OF LOGO CAP.  THE MARK IS 40.5 M (132.9 FT) NORTHWEST OF 2.4
 DM4105'M (7.9 FT) HIGH CHAIN LINK FENCE CORNER POST, 20.27 M (66.5 FT)
 DM4105'SOUTHEAST OF SOUTHWEST CORNER 1.8 M (5.9 FT) TALL WOOD FENCE CORNER
 DM4105'AROUND AIRPLANE SCRAP YARD, 20 M (65.6 FT) PAST THE END OF RUNWAY, AND
 DM4105'3.6 M (11.8 FT) SOUTHWEST OF A 4 STRAND BARB WIRE FENCE.  THE MARK IS
 DM4105'0.9 M (3.0 FT) NORTHEAST OF AN ORANGE SURVEY MARKER SIGN.  THE
 DM4105'ALUMINUM FLANGE TOP OF THIS STATION HAS NO LOGO.
 DM4105'THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
 DM4105
 DM4105                          STATION RECOVERY (2015)
 DM4105
 DM4105'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 DM4105'RECOVERED AS DESCRIBED.
 DM4105
 DM4105                          STATION RECOVERY (2025)
 DM4105
 DM4105'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2025 (WAT)
 DM4105'THE MARK IS LOCATED 5 FT (1.5 M) SOUTHWEST FROM A TALL WOOD PRIVACY
 DM4105'FENCE AROUND AN AIRPLANE SCRAP YARD, 115 FT (35.1 M) EAST FROM THE
 DM4105'EDGE OF THE TAXIWAY PAVEMENT, 125 FT (38.1 M) NORTHWEST FROM THE
 DM4105'SOUTHWEST CORNER OF A TALL WOOD PRIVACY FENCE AROUND AN AIRPLANE SCRAP
 DM4105'YARD, 132 FT (40.2 M) NORTHWEST FROM A CORNER T-POST WITH 4 STRAND
 DM4105'BARB WIRE FENCE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DM4106 ***********************************************************************
 DM4106  SACS        -  This is a Secondary Airport Control Station.
 DM4106  DESIGNATION -  CLINPORT AZ MK2
 DM4106  PID         -  DM4106
 DM4106  STATE/COUNTY-  AR/VAN BUREN
 DM4106  COUNTRY     -  US
 DM4106  USGS QUAD   -  CLINTON (2017)
 DM4106
 DM4106                         *CURRENT SURVEY CONTROL
 DM4106  ______________________________________________________________________
 DM4106* NAD 83(2011) POSITION- 35 36 03.75882(N) 092 27 17.46819(W)   ADJUSTED
 DM4106* NAD 83(2011) ELLIP HT-   127.864 (meters)        (06/27/12)   ADJUSTED
 DM4106* NAD 83(2011) EPOCH   -  2010.00
 DM4106* NAVD 88 ORTHO HEIGHT -   155.784 (meters)      511.10  (feet) ADJUSTED
 DM4106  ______________________________________________________________________
 DM4106  GEOID HEIGHT    -        -27.935 (meters)                     GEOID18
 DM4106  NAD 83(2011) X  -   -222,384.377 (meters)                     COMP
 DM4106  NAD 83(2011) Y  - -5,187,232.128 (meters)                     COMP
 DM4106  NAD 83(2011) Z  -  3,692,363.647 (meters)                     COMP
 DM4106  LAPLACE CORR    -          1.46  (seconds)                    DEFLEC18
 DM4106  DYNAMIC HEIGHT  -        155.643 (meters)      510.64  (feet) COMP
 DM4106  MODELED GRAVITY -    979,720.9   (mgal)                       NAVD 88
 DM4106
 DM4106  VERT ORDER      -  SECOND    CLASS I
 DM4106
 DM4106  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4106  Standards:
 DM4106         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4106            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4106  -------------------------------------------------------------------
 DM4106  NETWORK    0.89   1.67           0.39   0.33   0.85      0.09261818
 DM4106  -------------------------------------------------------------------
 DM4106  Click here for local accuracies and other accuracy information.
 DM4106
 DM4106.This mark is at Clinton Municipal Airport (CCA)
 DM4106
 DM4106.The horizontal coordinates were established by GPS observations
 DM4106.and adjusted by the National Geodetic Survey in June 2012.
 DM4106
 DM4106.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4106.been affixed to the stable North American tectonic plate. See 
 DM4106.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM4106
 DM4106.The horizontal coordinates are valid at the epoch date displayed above
 DM4106.which is a decimal equivalence of Year/Month/Day.
 DM4106
 DM4106.The orthometric height was determined by differential leveling and
 DM4106.adjusted by the NATIONAL GEODETIC SURVEY
 DM4106.in January 2017.
 DM4106
 DM4106.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4106.GEOID18 height accuracy estimate available here.
 DM4106
 DM4106.Click photographs - Photos may exist for this station.
 DM4106
 DM4106.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM4106
 DM4106.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM4106
 DM4106.The ellipsoidal height was determined by GPS observations
 DM4106.and is referenced to NAD 83.
 DM4106
 DM4106.The dynamic height is computed by dividing the NAVD 88
 DM4106.geopotential number by the normal gravity value computed on the
 DM4106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4106.degrees latitude (g = 980.6199 gals.).
 DM4106
 DM4106.The modeled gravity was interpolated from observed gravity values.
 DM4106
 DM4106. The following values were computed from the NAD 83(2011) position.
 DM4106
 DM4106;                    North         East     Units Scale Factor Converg.
 DM4106;SPC AR N     -   140,736.938   358,786.062   MT  0.99993598   -0 15 52.8
 DM4106;SPC AR N     -   461,734.44  1,177,117.27   sFT  0.99993598   -0 15 52.8
 DM4106;UTM  15      - 3,939,836.641   549,379.385   MT  0.99963005   +0 19 02.5
 DM4106
 DM4106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4106!SPC AR N     -   0.99997993  x   0.99993598  =   0.99991591
 DM4106!UTM  15      -   0.99997993  x   0.99963005  =   0.99960999
 DM4106
 DM4106:                Primary Azimuth Mark                     Grid Az
 DM4106:SPC AR N     -  CLINPORT                                 132 41 08.3
 DM4106:UTM  15      -  CLINPORT                                 132 06 13.0
 DM4106
 DM4106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV4937939836(NAD 83)
 DM4106
 DM4106|---------------------------------------------------------------------|
 DM4106| PID    Reference Object                     Distance      Geod. Az  |
 DM4106|                                                           dddmmss.s |
 DM4106| DM4104 CLINPORT                            APPROX. 0.6 KM 1322515.5 |
 DM4106|---------------------------------------------------------------------|
 DM4106
 DM4106                          SUPERSEDED SURVEY CONTROL
 DM4106
 DM4106  NAD 83(2007)-  35 36 03.75878(N)    092 27 17.46834(W) AD(2002.00) 1
 DM4106  ELLIP H (11/08/10)  127.867  (m)                       GP(2002.00) 4 2
 DM4106  NAVD 88 (11/08/10)  155.78   (m)  GEOID09  model used  GPS OBS        
 DM4106
 DM4106.Superseded values are not recommended for survey control.
 DM4106
 DM4106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4106.See file dsdata.pdf to determine how the superseded data were derived.
 DM4106
 DM4106_MARKER: F = FLANGE-ENCASED ROD
 DM4106_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DM4106_STAMPING: CLINPORT AZ MK2 2009
 DM4106_MARK LOGO: NONE
 DM4106_PROJECTION: RECESSED 6 CENTIMETERS
 DM4106_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DM4106_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4106_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4106+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2025
 DM4106_ROD/PIPE-DEPTH: 3.29 meters
 DM4106_SLEEVE-DEPTH  : 1 meters
 DM4106
 DM4106  HISTORY     - Date     Condition        Report By
 DM4106  HISTORY     - 20090617 MONUMENTED       BFENG
 DM4106  HISTORY     - 20150831 GOOD             ARHD
 DM4106  HISTORY     - 20250723 GOOD             ARHD
 DM4106
 DM4106                          STATION DESCRIPTION
 DM4106
 DM4106'DESCRIBED BY B AND F ENGINEERING 2009 (KDW)
 DM4106'STATION IS LOCATED ABOUT 96.5 KM (60.0 MI) NORTH OF LITTLE ROCK, ABOUT
 DM4106'75.6 KM (47.0 MI) SOUTHWEST OF BATESVILLE, AND ABOUT 57.9 KM (36.0 MI)
 DM4106'NORTH OF CONWAY.  THE STATION IS LOCATED AT THE CLINTON MUNICIPAL
 DM4106'AIRPORT AND THE PROPERTY IS OWNED BY THE CITY OF CLINTON.  AIRPORT HAS
 DM4106'CONTROLLED ACCESS AND PERMISSION MUST BE OBTAINED AT THE OFFICE TO
 DM4106'ENTER.  CONTACT CLINTON AIRPORT OFFICE (PHONE 501-745-6550).
 DM4106'
 DM4106'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 65 AND HIGHWAY
 DM4106'16 (AT NORTH END OF THE CITY OF CLINTON), GO SOUTHEAST ON HIGHWAY 16
 DM4106'FOR 0.80 KM (0.5 MI) TO AN INTERSECTION.  TURN RIGHT AND GO
 DM4106'SOUTHEASTERLY ON AIRPORT ROAD FOR 0.80 KM (0.5 MI) TO CLINTON AIRPORT
 DM4106'OFFICE BUILDING ON THE RIGHT.  ONCE THROUGH CONTROLLED ACCESS GATE GO
 DM4106'NORTHWEST ALONG TAXIWAY ABOUT 850 M (2788.7 FT) TO STATION ON THE
 DM4106'RIGHT IN GRASS AREA NEAR CHAIN LINK FENCE.
 DM4106'
 DM4106'THE STATION IS THE TOP-CENTER OF A 1.43 CM (9/16 INCHES) STAINLESS
 DM4106'STEEL ROD DRIVEN TO REFUSAL DEPTH OF 3.29 M (10.8 FT) THE LOGO CAP IS
 DM4106'MOUNTED ON A 14 CM (6 INCHES) DIAMETER PVC PIPE.  A 1 M (3.3 FT)
 DM4106'GREASE-FILLED LONG SLEEVE WAS INSTALLED.  LOGO CAP IS SET FLUSH WITH
 DM4106'THE GROUND (MAGNET PLACED INSIDE WELL) AND TOP OF ROD IS 6.0 CM (2
 DM4106'INCHES) BELOW THE TOP OF THE LOGO CAP.  THE MARK IS 74.8 M (245.4 FT)
 DM4106'SOUTHEAST OF A POWER POLE, 20.8 M (68.2 FT) NORTHEAST OF THE TAXIWAY
 DM4106'EDGE PAVEMENT, AND 3.6 M (11.8 FT) SOUTHWEST OF CHAIN LINK BOUNDARY
 DM4106'FENCE.  THE MARK IS 0.9 M (3.0 FT) NORTHEAST OF AN ORANGE SURVEY
 DM4106'MARKER SIGN.  THE ALUMINUM FLANGE TOP OF THIS STATION HAS NO LOGO.
 DM4106'THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
 DM4106
 DM4106                          STATION RECOVERY (2015)
 DM4106
 DM4106'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 DM4106'RECOVERED AS DESCRIBED.
 DM4106
 DM4106                          STATION RECOVERY (2025)
 DM4106
 DM4106'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2025 (WAT)
 DM4106'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1675 ***********************************************************************
 FG1675  DESIGNATION -  CLINTON
 FG1675  PID         -  FG1675
 FG1675  STATE/COUNTY-  AR/VAN BUREN
 FG1675  COUNTRY     -  US
 FG1675  USGS QUAD   -  CLINTON (2017)
 FG1675
 FG1675                         *CURRENT SURVEY CONTROL
 FG1675  ______________________________________________________________________
 FG1675* NAD 83(1997) POSITION- 35 35 57.97857(N) 092 25 36.34289(W)   ADJUSTED
 FG1675* NAVD 88 ORTHO HEIGHT -   166.    (meters)      545.    (feet) SCALED
 FG1675  ______________________________________________________________________
 FG1675  GEOID HEIGHT    -        -27.907 (meters)                     GEOID18
 FG1675  LAPLACE CORR    -          1.81  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1675.GEOID18 height accuracy estimate available here.
 FG1675
 FG1675.Click photographs - Photos may exist for this station.
 FG1675
 FG1675.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1675
 FG1675. The following values were computed from the NAD 83(1997) position.
 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     -   0.99997831  x   0.99993597  =   0.99991428
 FG1675!UTM  15      -   0.99997831  x   0.99963322  =   0.99961154
 FG1675
 FG1675:                Primary Azimuth Mark                     Grid Az
 FG1675:SPC AR N     -  EVANS                                    282 05 10.4
 FG1675:UTM  15      -  EVANS                                    281 30 15.1
 FG1675
 FG1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV5192439673(NAD 83)
 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
 FG1675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1675.See file dsdata.pdf to determine how the superseded data were derived.
 FG1675
 FG1675_MARKER: DS = TRIANGULATION STATION DISK
 FG1675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1675_STAMPING: CLINTON 1954
 FG1675_MARK LOGO: CGS
 FG1675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1675+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0853 ***********************************************************************
 GF0853  DESIGNATION -  CLOUD
 GF0853  PID         -  GF0853
 GF0853  STATE/COUNTY-  AR/MADISON
 GF0853  COUNTRY     -  US
 GF0853  USGS QUAD   -  HUNTSVILLE (2017)
 GF0853
 GF0853                         *CURRENT SURVEY CONTROL
 GF0853  ______________________________________________________________________
 GF0853* NAD 83(1997) POSITION- 36 07 29.80136(N) 093 38 26.75192(W)   ADJUSTED
 GF0853* NAVD 88 ORTHO HEIGHT -   580.3   (meters)     1904.    (feet) VERTCON3
 GF0853  ______________________________________________________________________
 GF0853  GEOID HEIGHT    -        -28.009 (meters)                     GEOID18
 GF0853  LAPLACE CORR    -          0.05  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0853.GEOID18 height accuracy estimate available here.
 GF0853
 GF0853.Click photographs - Photos may exist for this station.
 GF0853
 GF0853.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0853
 GF0853. The following values were computed from the NAD 83(1997) position.
 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     -   0.99991332  x   0.99998037  =   0.99989369
 GF0853!UTM  15      -   0.99991332  x   0.99964096  =   0.99955431
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV4234097996(NAD 83)
 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(1993)-  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
 GF0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0853.See file dsdata.pdf to determine how the superseded data were derived.
 GF0853
 GF0853_MARKER: DS = TRIANGULATION STATION DISK
 GF0853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0853_STAMPING: CLOUD 1971
 GF0853_MARK LOGO: CGS
 GF0853_PROJECTION: FLUSH
 GF0853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0853+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1882 ***********************************************************************
 FG1882  DESIGNATION -  COAL HILL
 FG1882  PID         -  FG1882
 FG1882  STATE/COUNTY-  AR/JOHNSON
 FG1882  COUNTRY     -  US
 FG1882  USGS QUAD   -  COAL HILL (2017)
 FG1882
 FG1882                         *CURRENT SURVEY CONTROL
 FG1882  ______________________________________________________________________
 FG1882* NAD 83(1997) POSITION- 35 25 13.42241(N) 093 39 51.21788(W)   ADJUSTED
 FG1882* NAVD 88 ORTHO HEIGHT -   153.    (meters)      502.    (feet) SCALED
 FG1882  ______________________________________________________________________
 FG1882  GEOID HEIGHT    -        -29.387 (meters)                     GEOID18
 FG1882  LAPLACE CORR    -          0.45  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1882.GEOID18 height accuracy estimate available here.
 FG1882
 FG1882.Click photographs - Photos may exist for this station.
 FG1882
 FG1882.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1882
 FG1882. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV3969919867(NAD 83)
 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(1993)-  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
 FG1882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1882.See file dsdata.pdf to determine how the superseded data were derived.
 FG1882
 FG1882_MARKER: DS = TRIANGULATION STATION DISK
 FG1882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1882_STAMPING: COAL HILL 1940
 FG1882_MARK LOGO: CGS
 FG1882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1882+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2876 ***********************************************************************
 EH2876  DESIGNATION -  COFFEE
 EH2876  PID         -  EH2876
 EH2876  STATE/COUNTY-  AR/PHILLIPS
 EH2876  COUNTRY     -  US
 EH2876  USGS QUAD   -  MARVELL (2017)
 EH2876
 EH2876                         *CURRENT SURVEY CONTROL
 EH2876  ______________________________________________________________________
 EH2876* NAD 83(1997) POSITION- 34 31 08.31789(N) 090 57 53.80145(W)   ADJUSTED
 EH2876* NAVD 88 ORTHO HEIGHT -    57.    (meters)      187.    (feet) SCALED
 EH2876  ______________________________________________________________________
 EH2876  GEOID HEIGHT    -        -26.898 (meters)                     GEOID18
 EH2876  LAPLACE CORR    -         -1.17  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2876.GEOID18 height accuracy estimate available here.
 EH2876
 EH2876.Click photographs - Photos may exist for this station.
 EH2876
 EH2876.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2876
 EH2876. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999528  x   0.99995414  =   0.99994942
 EH2876!UTM  15      -   0.99999528  x   1.00003010  =   1.00002538
 EH2876
 EH2876:                Primary Azimuth Mark                     Grid Az
 EH2876:SPC AR S     -  COFFEE AZ MK                             226 37 00.3
 EH2876:UTM  15      -  COFFEE AZ MK                             226 02 33.0
 EH2876
 EH2876_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU8679621581(NAD 83)
 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(1995)-  34 31 08.32295(N)    090 57 53.79997(W) AD(       ) 2
 EH2876  NAD 83(1993)-  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
 EH2876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2876.See file dsdata.pdf to determine how the superseded data were derived.
 EH2876
 EH2876_MARKER: DS = TRIANGULATION STATION DISK
 EH2876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2876_STAMPING: COFFEE 1965
 EH2876_MARK LOGO: CGS
 EH2876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2876+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GE1039 ***********************************************************************
 GE1039  DESIGNATION -  COLLEGE CITY MUN TK AND APT BN
 GE1039  PID         -  GE1039
 GE1039  STATE/COUNTY-  AR/LAWRENCE
 GE1039  COUNTRY     -  US
 GE1039  USGS QUAD   -  WALNUT RIDGE (2017)
 GE1039
 GE1039                         *CURRENT SURVEY CONTROL
 GE1039  ______________________________________________________________________
 GE1039* NAD 83(1997) POSITION- 36 07 22.11874(N) 090 56 07.63035(W)   ADJUSTED
 GE1039  ______________________________________________________________________
 GE1039  GEOID HEIGHT    -        -28.114 (meters)                     GEOID18
 GE1039  LAPLACE CORR    -         -0.07  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE1039.GEOID18 height accuracy estimate available here.
 GE1039
 GE1039.Click photographs - Photos may exist for this station.
 GE1039
 GE1039.The Laplace correction was computed from DEFLEC18 derived deflections.
 GE1039
 GE1039. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV8579699543(NAD 83)
 GE1039
 GE1039                          SUPERSEDED SURVEY CONTROL
 GE1039
 GE1039  NAD 83(1986)-  36 07 22.12925(N)    090 56 07.63000(W) AD(       ) 3
 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
 GE1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1039.See file dsdata.pdf to determine how the superseded data were derived.
 GE1039
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1440 ***********************************************************************
 DL1440  DESIGNATION -  COLLINS
 DL1440  PID         -  DL1440
 DL1440  STATE/COUNTY-  AR/NEVADA
 DL1440  COUNTRY     -  US
 DL1440  USGS QUAD   -  LANEBURG (2017)
 DL1440
 DL1440                         *CURRENT SURVEY CONTROL
 DL1440  ______________________________________________________________________
 DL1440* NAD 83(1997) POSITION- 33 37 33.57943(N) 093 22 26.47755(W)   ADJUSTED
 DL1440* NAVD 88 ORTHO HEIGHT -   157.28  (+/-2cm)      516.0   (feet) VERTCON3
 DL1440  ______________________________________________________________________
 DL1440  GEOID HEIGHT    -        -26.734 (meters)                     GEOID18
 DL1440  LAPLACE CORR    -          1.44  (seconds)                    DEFLEC18
 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
 DL1440.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1440.GEOID18 height accuracy estimate available here.
 DL1440
 DL1440.The vertical order pertains to the NGVD 29 superseded value.
 DL1440
 DL1440.Click photographs - Photos may exist for this station.
 DL1440
 DL1440.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1440
 DL1440. The following values were computed from the NAD 83(1997) position.
 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  =   0.99959435
 DL1440
 DL1440:                Primary Azimuth Mark                     Grid Az
 DL1440:SPC AR S     -  CALE                                     090 15 05.9
 DL1440:UTM  15      -  CALE                                     089 41 23.0
 DL1440
 DL1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT6530920750(NAD 83)
 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(1993)-  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             157.29   (m)          516.0    (f) LEVELING    3  
 DL1440
 DL1440.Superseded values are not recommended for survey control.
 DL1440
 DL1440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1440.See file dsdata.pdf to determine how the superseded data were derived.
 DL1440
 DL1440_MARKER: DS = TRIANGULATION STATION DISK
 DL1440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1440_STAMPING: COLLINS 1941
 DL1440_MARK LOGO: CGS
 DL1440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1440+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1834 ***********************************************************************
 FG1834  DESIGNATION -  COLONY
 FG1834  PID         -  FG1834
 FG1834  STATE/COUNTY-  AR/POPE
 FG1834  COUNTRY     -  US
 FG1834  USGS QUAD   -  LEE MOUNTAIN (2017)
 FG1834
 FG1834                         *CURRENT SURVEY CONTROL
 FG1834  ______________________________________________________________________
 FG1834* NAD 83(1997) POSITION- 35 27 20.49254(N) 093 14 23.33408(W)   ADJUSTED
 FG1834* NAVD 88 ORTHO HEIGHT -   347.4   (meters)     1140.    (feet) VERTCON3
 FG1834  ______________________________________________________________________
 FG1834  GEOID HEIGHT    -        -28.970 (meters)                     GEOID18
 FG1834  LAPLACE CORR    -          1.57  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1834.GEOID18 height accuracy estimate available here.
 FG1834
 FG1834.Click photographs - Photos may exist for this station.
 FG1834
 FG1834.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1834
 FG1834. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV7823823605(NAD 83)
 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
 FG1834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1834.See file dsdata.pdf to determine how the superseded data were derived.
 FG1834
 FG1834_MARKER: DS = TRIANGULATION STATION DISK
 FG1834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1834_STAMPING: COLONY 1971
 FG1834_MARK LOGO: CGS
 FG1834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1834+STABILITY: SURFACE MOTION
 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 SEC.
 FG1834'4, T9N, R21W ON THE SUMMIT OF COLONY MOUNTAIN AND ON PROPERTY OWNED BY
 FG1834'THE ARKLA CHEMICAL CORPORATION OF LITTLE ROCK.
 FG1834'
 FG1834'TO REACH THE STATION FROM THE POST OFFICE IN LAMAR, GO SOUTHEAST ON U.
 FG1834'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 FOR
 FG1834'3.15 MILES TO A SIDE ROAD LEFT AND THE END OF PAVEMENT.  CONTINUE
 FG1834'EASTERLY ON GRAVELED ROAD FOR 1.3 MILES TO A FORK.  TAKE THE LEFT FORK
 FG1834'AND CONTINUE EASTERLY ON MAIN TRAVELED ROAD FOR 0.8 MILE TO A FORK.
 FG1834'TAKE THE RIGHT FORK AND CONTINUE EASTERLY ON MAIN TRAVELED ROAD FOR
 FG1834'2.95 MILES TO A T-ROAD INTERSECTION.  TURN LEFT AND GO NORTHERLY ON
 FG1834'GRAVELED ROAD FOR 1.3 MILES TO A CROSSROAD AND A SIGN DRITTLER
 FG1834'CROSSING.  TURN RIGHT AND GO EAST ON GRAVELED ROAD FOR 0.9 MILE TO A
 FG1834'FORK.  TAKE THE RIGHT FORK AND CONTINUE EASTERLY FOR 0.65 MILE TO A
 FG1834'FORK.  TAKE THE RIGHT FORK, UPHILL ON GRADED ROAD FOR 0.15 MILE TO A
 FG1834'FORK.  TAKE THE RIGHT FORK AND GO SOUTHEASTERLY ON DIM TRACK ROAD FOR
 FG1834'0.7 MILE TO A FORK.  TAKE THE RIGHT FORK AND GO SOUTH AND WEST ON DIM
 FG1834'TRACK ROAD FOR 0.25 MILE TO A DIM TRACK ROAD AND A TRIANGLE BLAZED
 FG1834'TREE ON THE RIGHT.  TURN RIGHT ON DIM TRACK ROAD FOR 0.05 MILE TO A
 FG1834'TRACK ROAD LEFT.  TURN LEFT AND GO SOUTH AND WEST ON TRACK ROAD FOR
 FG1834'0.2 MILE TO THE HIGHEST POINT OF THE HILL AND THE STATION.
 FG1834'
 FG1834'STATION MARK IS A STANDARD DISK STAMPED COLONY 1971, SET IN THE TOP OF
 FG1834'A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 3 INCHES ABOVE
 FG1834'THE GROUND.  IT IS 25.1 FEET NORTHWEST OF AN 18-INCH TRIANGLE BLAZED
 FG1834'PINE TREE, 21.4 FEET WEST OF A 20-INCH TRIANGLE BLAZED PINE TREE, 16.4
 FG1834'FEET NORTH-NORTHWEST OF A 14-INCH TRIANGLE BLAZED TREE AND 4.8 FEET
 FG1834'SOUTHEAST OF A WITNESS POST.
 FG1834'
 FG1834'THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 34 INCHES
 FG1834'BELOW THE GROUND SURFACE.
 FG1834'
 FG1834'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED COLONY NO 1 1971, SET
 FG1834'IN 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 POST,
 FG1834'50.5 FEET SOUTHWEST OF THE 18-INCH TRIANGLE BLAZED TREE, 43.0 FEET
 FG1834'SOUTH OF THE 14-INCH TRIANGLE BLAZED TREE AND ABOUT THE SAME ELEVATION
 FG1834'AS THE STATION.
 FG1834'
 FG1834'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED COLONY NO 2 1971, SET
 FG1834'IN 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 TRIANGLE
 FG1834'BLAZED TREE, 53.8 FEET NORTHWEST OF THE WITNESS POST AND ABOUT 2 FEET
 FG1834'LOWER THAN THE STATION.
 FG1834'
 FG1834'THERE WAS NO SUITABLE LOCATION FOR AN AZIMUTH MARK.  HEIGHT OF LIGHT
 FG1834'ABOVE STATION MARK 22.3 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK1084 ***********************************************************************
 DK1084  DESIGNATION -  COLUMBIA CAP
 DK1084  PID         -  DK1084
 DK1084  STATE/COUNTY-  AR/CHICOT
 DK1084  COUNTRY     -  US
 DK1084  USGS QUAD   -  RED LEAF (2017)
 DK1084
 DK1084                         *CURRENT SURVEY CONTROL
 DK1084  ______________________________________________________________________
 DK1084* NAD 83(1986) POSITION- 33 22 25.     (N) 091 09 40.     (W)   SCALED
 DK1084* NAVD 88 ORTHO HEIGHT -    39.17  (+/-2cm)      128.5   (feet) VERTCON3
 DK1084  ______________________________________________________________________
 DK1084  GEOID HEIGHT    -        -26.417 (meters)                     GEOID18
 DK1084  VERT ORDER      -  ? (See Below)
 DK1084
 DK1084.The horizontal coordinates were scaled from a 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
 DK1084.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1084.GEOID18 height accuracy estimate available here.
 DK1084
 DK1084.The vertical order pertains to the NGVD 29 superseded value.
 DK1084
 DK1084.Click photographs - Photos may exist for this station.
 DK1084
 DK1084;                    North         East    Units  Estimated Accuracy
 DK1084;SPC AR S     -   478,730.      478,060.      MT  (+/- 180 meters Scaled)
 DK1084
 DK1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS710942(NAD 83)
 DK1084
 DK1084                          SUPERSEDED SURVEY CONTROL
 DK1084
 DK1084  NGVD 29 (11/26/84)   39.214  (m)          128.65   (f) ADJUSTED       
 DK1084
 DK1084.Superseded values are not recommended for survey control.
 DK1084
 DK1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1084.See file dsdata.pdf to determine how the superseded data were derived.
 DK1084
 DK1084_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1084_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1084_MARK LOGO: USACE
 DK1084_MAGNETIC: P = MARKER IS A STEEL PIPE
 DK1084_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1084
 DK1084  HISTORY     - Date     Condition        Report By
 DK1084  HISTORY     - UNK      MONUMENTED       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 FE2735 ***********************************************************************
 FE2735  DESIGNATION -  COMBAT
 FE2735  PID         -  FE2735
 FE2735  STATE/COUNTY-  AR/MISSISSIPPI
 FE2735  COUNTRY     -  US
 FE2735  USGS QUAD   -  BLYTHEVILLE (2017)
 FE2735
 FE2735                         *CURRENT SURVEY CONTROL
 FE2735  ______________________________________________________________________
 FE2735* NAD 83(1997) POSITION- 35 57 42.37890(N) 089 57 11.81063(W)   ADJUSTED
 FE2735* NAVD 88 ORTHO HEIGHT -    77.    (meters)      253.    (feet) SCALED
 FE2735  ______________________________________________________________________
 FE2735  GEOID HEIGHT    -        -28.180 (meters)                     GEOID18
 FE2735  LAPLACE CORR    -         -0.11  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE2735.GEOID18 height accuracy estimate available here.
 FE2735
 FE2735.Click photographs - Photos may exist for this station.
 FE2735
 FE2735.The Laplace correction was computed from DEFLEC18 derived deflections.
 FE2735
 FE2735. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999233  x   0.99995758  =   0.99994991
 FE2735!SPC MO E     -   0.99999233  x   0.99996329  =   0.99995562
 FE2735!UTM  16      -   0.99999233  x   1.00047416  =   1.00046649
 FE2735!UTM  15      -   0.99999233  x   1.00053038  =   1.00052271
 FE2735
 FE2735_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3366283741(NAD 83)
 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(1995)-  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
 FE2735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2735.See file dsdata.pdf to determine how the superseded data were derived.
 FE2735
 FE2735_MARKER: DS = TRIANGULATION STATION DISK
 FE2735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2735_STAMPING: COMBAT 1960
 FE2735_MARK LOGO: CGS
 FE2735_PROJECTION: FLUSH
 FE2735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2735+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FE2736 ***********************************************************************
 FE2736  DESIGNATION -  COMBAT RM 1
 FE2736  PID         -  FE2736
 FE2736  STATE/COUNTY-  AR/MISSISSIPPI
 FE2736  COUNTRY     -  US
 FE2736  USGS QUAD   -  BLYTHEVILLE (2017)
 FE2736
 FE2736                         *CURRENT SURVEY CONTROL
 FE2736  ______________________________________________________________________
 FE2736* NAD 83(1997) POSITION- 35 57 42.11937(N) 089 57 11.49740(W)   ADJUSTED
 FE2736* NAVD 88 ORTHO HEIGHT -    77.    (meters)      253.    (feet) SCALED
 FE2736  ______________________________________________________________________
 FE2736  GEOID HEIGHT    -        -28.180 (meters)                     GEOID18
 FE2736  LAPLACE CORR    -         -0.11  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE2736.GEOID18 height accuracy estimate available here.
 FE2736
 FE2736.Click photographs - Photos may exist for this station.
 FE2736
 FE2736.The Laplace correction was computed from DEFLEC18 derived deflections.
 FE2736
 FE2736. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999233  x   0.99995757  =   0.99994990
 FE2736!SPC MO E     -   0.99999233  x   0.99996330  =   0.99995563
 FE2736!UTM  16      -   0.99999233  x   1.00047411  =   1.00046644
 FE2736!UTM  15      -   0.99999233  x   1.00053043  =   1.00052276
 FE2736
 FE2736:                Primary Azimuth Mark                     Grid Az
 FE2736:SPC AR N     -  BLYTHEVILLE AFB CHAPEL SPIRE             229 08 06.9
 FE2736:SPC MO E     -  BLYTHEVILLE AFB CHAPEL SPIRE             230 00 18.6
 FE2736:UTM  16      -  BLYTHEVILLE AFB CHAPEL SPIRE             232 03 41.6
 FE2736:UTM  15      -  BLYTHEVILLE AFB CHAPEL SPIRE             228 32 09.4
 FE2736
 FE2736_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3367083733(NAD 83)
 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(1995)-  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
 FE2736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2736.See file dsdata.pdf to determine how the superseded data were derived.
 FE2736
 FE2736_MARKER: DR = REFERENCE MARK DISK
 FE2736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2736_STAMPING: COMBAT NO 1 1960
 FE2736_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 DK2088 ***********************************************************************
 DK2088  DESIGNATION -  COMINTO
 DK2088  PID         -  DK2088
 DK2088  STATE/COUNTY-  AR/DREW
 DK2088  COUNTRY     -  US
 DK2088  USGS QUAD   -  COLLINS (2017)
 DK2088
 DK2088                         *CURRENT SURVEY CONTROL
 DK2088  ______________________________________________________________________
 DK2088* NAD 83(1997) POSITION- 33 32 25.59818(N) 091 35 46.57914(W)   ADJUSTED
 DK2088* NAVD 88 ORTHO HEIGHT -    56.8   (meters)      186.    (feet) VERTCON3
 DK2088  ______________________________________________________________________
 DK2088  GEOID HEIGHT    -        -25.871 (meters)                     GEOID18
 DK2088  LAPLACE CORR    -         -2.09  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK2088.GEOID18 height accuracy estimate available here.
 DK2088
 DK2088.Click photographs - Photos may exist for this station.
 DK2088
 DK2088.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK2088
 DK2088. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999515  x   0.99995539  =   0.99995054
 DK2088!UTM  15      -   0.99999515  x   0.99980941  =   0.99980456
 DK2088
 DK2088:                Primary Azimuth Mark                     Grid Az
 DK2088:SPC AR S     -  COMINTO AZ MK RESET                      120 44 39.5
 DK2088:UTM  15      -  COMINTO AZ MK RESET                      120 11 40.5
 DK2088
 DK2088_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT3033012085(NAD 83)
 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
 DK2088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2088.See file dsdata.pdf to determine how the superseded data were derived.
 DK2088
 DK2088_MARKER: DS = TRIANGULATION STATION DISK
 DK2088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2088_STAMPING: COMINTO 1939 1965
 DK2088_MARK LOGO: CGS
 DK2088_PROJECTION: FLUSH
 DK2088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK2088+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DK2090 ***********************************************************************
 DK2090  DESIGNATION -  COMINTO RM A
 DK2090  PID         -  DK2090
 DK2090  STATE/COUNTY-  AR/DREW
 DK2090  COUNTRY     -  US
 DK2090  USGS QUAD   -  COLLINS (2017)
 DK2090
 DK2090                         *CURRENT SURVEY CONTROL
 DK2090  ______________________________________________________________________
 DK2090* NAD 83(1997) POSITION- 33 32 24.70204(N) 091 35 46.17265(W)   ADJUSTED
 DK2090* NAVD 88 ORTHO HEIGHT -    56.5   (meters)      185.    (feet) VERTCON3
 DK2090  ______________________________________________________________________
 DK2090  GEOID HEIGHT    -        -25.871 (meters)                     GEOID18
 DK2090  LAPLACE CORR    -         -2.09  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK2090.GEOID18 height accuracy estimate available here.
 DK2090
 DK2090.Click photographs - Photos may exist for this station.
 DK2090
 DK2090.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK2090
 DK2090. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999519  x   0.99995542  =   0.99995061
 DK2090!UTM  15      -   0.99999519  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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT3034112057(NAD 83)
 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
 DK2090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2090.See file dsdata.pdf to determine how the superseded data were derived.
 DK2090
 DK2090_MARKER: DS = TRIANGULATION STATION DISK
 DK2090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2090_STAMPING: COMINTO 1939 RM A 1965
 DK2090_MARK LOGO: CGS
 DK2090_PROJECTION: PROJECTING 3 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0817 ***********************************************************************
 GF0817  DESIGNATION -  COMPTON LOT
 GF0817  PID         -  GF0817
 GF0817  STATE/COUNTY-  AR/NEWTON
 GF0817  COUNTRY     -  US
 GF0817  USGS QUAD   -  PONCA (2017)
 GF0817
 GF0817                         *CURRENT SURVEY CONTROL
 GF0817  ______________________________________________________________________
 GF0817* NAD 83(1997) POSITION- 36 03 11.76920(N) 093 22 20.93666(W)   ADJUSTED
 GF0817  ______________________________________________________________________
 GF0817  GEOID HEIGHT    -        -27.950 (meters)                     GEOID18
 GF0817  LAPLACE CORR    -         -1.87  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0817.GEOID18 height accuracy estimate available here.
 GF0817
 GF0817.Click photographs - Photos may exist for this station.
 GF0817
 GF0817.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0817
 GF0817. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV6645189920(NAD 83)
 GF0817
 GF0817                          SUPERSEDED SURVEY CONTROL
 GF0817
 GF0817  NAD 83(1993)-  36 03 11.78040(N)    093 22 20.93735(W) AD(       ) 3
 GF0817  NAD 83(1986)-  36 03 11.77954(N)    093 22 20.94023(W) AD(       ) 3
 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
 GF0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0817.See file dsdata.pdf to determine how the superseded data were derived.
 GF0817
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0816 ***********************************************************************
 GF0816  DESIGNATION -  COMPTON RESET
 GF0816  PID         -  GF0816
 GF0816  STATE/COUNTY-  AR/NEWTON
 GF0816  COUNTRY     -  US
 GF0816  USGS QUAD   -  PONCA (2017)
 GF0816
 GF0816                         *CURRENT SURVEY CONTROL
 GF0816  ______________________________________________________________________
 GF0816* NAD 83(1997) POSITION- 36 05 05.68384(N) 093 20 29.06426(W)   ADJUSTED
 GF0816* NAVD 88 ORTHO HEIGHT -   728.5   (meters)     2390.    (feet) VERTCON3
 GF0816  ______________________________________________________________________
 GF0816  GEOID HEIGHT    -        -27.964 (meters)                     GEOID18
 GF0816  LAPLACE CORR    -         -1.68  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0816.GEOID18 height accuracy estimate available here.
 GF0816
 GF0816.Click photographs - Photos may exist for this station.
 GF0816
 GF0816.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0816
 GF0816. The following values were computed from the NAD 83(1997) position.
 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     -  LUCKIE                                   261 43 14.8
 GF0816:SPC MO C     -  LUCKIE                                   261 26 09.0
 GF0816:UTM  15      -  LUCKIE                                   261 08 28.7
 GF0816
 GF0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV6926293420(NAD 83)
 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(1993)-  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
 GF0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0816.See file dsdata.pdf to determine how the superseded data were derived.
 GF0816
 GF0816_MARKER: DS = TRIANGULATION STATION DISK
 GF0816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0816_STAMPING: COMPTON 1928 1953
 GF0816_MARK LOGO: CGS
 GF0816_PROJECTION: FLUSH
 GF0816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0816+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FH0979 ***********************************************************************
 FH0979  DESIGNATION -  CONCORD
 FH0979  PID         -  FH0979
 FH0979  STATE/COUNTY-  AR/CRAWFORD
 FH0979  COUNTRY     -  US
 FH0979  USGS QUAD   -  VAN BUREN (2017)
 FH0979
 FH0979                         *CURRENT SURVEY CONTROL
 FH0979  ______________________________________________________________________
 FH0979* NAD 83(1997) POSITION- 35 28 24.33884(N) 094 17 25.67153(W)   ADJUSTED
 FH0979* NAD 83(1997) ELLIP HT-   178.052 (meters)        (09/14/99)   ADJUSTED
 FH0979* NAVD 88 ORTHO HEIGHT -   207.6   (meters)      681.    (feet) GPS OBS
 FH0979  ______________________________________________________________________
 FH0979  NAVD 88 orthometric height was determined with geoid model    GEOID93
 FH0979  GEOID HEIGHT    -        -30.080 (meters)                     GEOID93
 FH0979  GEOID HEIGHT    -        -29.656 (meters)                     GEOID18
 FH0979  NAD 83(1997) X  -   -389,046.405 (meters)                     COMP
 FH0979  NAD 83(1997) Y  - -5,185,694.448 (meters)                     COMP
 FH0979  NAD 83(1997) Z  -  3,680,870.725 (meters)                     COMP
 FH0979  LAPLACE CORR    -          1.38  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0979.GEOID18 height accuracy estimate available here.
 FH0979
 FH0979.Click photographs - Photos may exist for this station.
 FH0979
 FH0979.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FH0979
 FH0979.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH0979
 FH0979.The ellipsoidal height was determined by GPS observations
 FH0979.and is referenced to NAD 83.
 FH0979
 FH0979. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 FH0979:SPC AR N     -  CONCORD AZ MK                            163 12 38.0
 FH0979:UTM  15      -  CONCORD AZ MK                            162 37 36.2
 FH0979
 FH0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV8292126311(NAD 83)
 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(1993)-  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)  UNKNOWN  model used  GPS OBS        
 FH0979
 FH0979.Superseded values are not recommended for survey control.
 FH0979
 FH0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0979.See file dsdata.pdf to determine how the superseded data were derived.
 FH0979
 FH0979_MARKER: DS = TRIANGULATION STATION DISK
 FH0979_SETTING: 80 = SET IN A 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 = MARCH 20, 2026 22:17:28 EDT
 DK2056 ***********************************************************************
 DK2056  DESIGNATION -  CONNERLY
 DK2056  PID         -  DK2056
 DK2056  STATE/COUNTY-  AR/CHICOT
 DK2056  COUNTRY     -  US
 DK2056  USGS QUAD   -  EUDORA NORTH (2017)
 DK2056
 DK2056                         *CURRENT SURVEY CONTROL
 DK2056  ______________________________________________________________________
 DK2056* NAD 83(1997) POSITION- 33 08 46.16583(N) 091 16 01.00161(W)   ADJUSTED
 DK2056* NAVD 88 ORTHO HEIGHT -    43.    (meters)      141.    (feet) SCALED
 DK2056  ______________________________________________________________________
 DK2056  GEOID HEIGHT    -        -26.001 (meters)                     GEOID18
 DK2056  LAPLACE CORR    -         -1.57  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK2056.GEOID18 height accuracy estimate available here.
 DK2056
 DK2056.Click photographs - Photos may exist for this station.
 DK2056
 DK2056.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK2056
 DK2056. The following values were computed from the NAD 83(1997) position.
 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 N TK              170 33 12.3
 DK2056:SPC MS W     -  EUDORA FED COMPRESS CO N TK              171 28 27.1
 DK2056:UTM  15      -  EUDORA FED COMPRESS CO N TK              170 00 57.2
 DK2056
 DK2056_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS6163768827(NAD 83)
 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(1993)-  33 08 46.16612(N)    091 16 01.00167(W) AD(       ) 1
 DK2056  NAD 83(1992)-  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
 DK2056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2056.See file dsdata.pdf to determine how the superseded data were derived.
 DK2056
 DK2056_MARKER: DS = TRIANGULATION STATION DISK
 DK2056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2056_STAMPING: CONNERLY 1929
 DK2056_MARK LOGO: CGS
 DK2056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK2056+STABILITY: SURFACE MOTION
 DK2056
 DK2056  HISTORY     - Date     Condition        Report By
 DK2056  HISTORY     - 1929     MONUMENTED       CGS
 DK2056  HISTORY     - 1947     MARK NOT FOUND   USACE
 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 ARMY CORPS OF 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 = MARCH 20, 2026 22:17:28 EDT
 DK2057 ***********************************************************************
 DK2057  DESIGNATION -  CONNERLY 2
 DK2057  PID         -  DK2057
 DK2057  STATE/COUNTY-  AR/CHICOT
 DK2057  COUNTRY     -  US
 DK2057  USGS QUAD   -  EUDORA NORTH (2017)
 DK2057
 DK2057                         *CURRENT SURVEY CONTROL
 DK2057  ______________________________________________________________________
 DK2057* NAD 83(1997) POSITION- 33 08 28.04420(N) 091 15 48.36947(W)   NO CHECK
 DK2057* NAVD 88 ORTHO HEIGHT -    45.    (meters)      148.    (feet) SCALED
 DK2057  ______________________________________________________________________
 DK2057  GEOID HEIGHT    -        -26.011 (meters)                     GEOID18
 DK2057  LAPLACE CORR    -         -1.59  (seconds)                    DEFLEC18
 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
 DK2057.No horizontal observational check was made to the station.
 DK2057
 DK2057.The orthometric height was scaled from a topographic map.
 DK2057
 DK2057.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK2057.GEOID18 height accuracy estimate available here.
 DK2057
 DK2057.Click photographs - Photos may exist for this station.
 DK2057
 DK2057.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK2057
 DK2057. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS6197368274(NAD 83)
 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                      23.227 METERS 09136     |
 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 19208     |
 DK2057| DK2058 CONNERLY POINT B                     76.837 METERS 24603     |
 DK2057|---------------------------------------------------------------------|
 DK2057
 DK2057                          SUPERSEDED SURVEY CONTROL
 DK2057
 DK2057  NAD 83(1993)-  33 08 28.04448(N)    091 15 48.36954(W) AD(       ) 3
 DK2057  NAD 83(1992)-  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
 DK2057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2057.See file dsdata.pdf to determine how the superseded data were derived.
 DK2057
 DK2057_MARKER: DS = TRIANGULATION STATION DISK
 DK2057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2057_STAMPING: CONNERLY 2 1967
 DK2057_MARK LOGO: CGS
 DK2057_PROJECTION: FLUSH
 DK2057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK2057+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 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  COUNTRY     -  US
 CY5461  USGS QUAD   -  EUDORA NORTH (2017)
 CY5461
 CY5461                         *CURRENT SURVEY CONTROL
 CY5461  ______________________________________________________________________
 CY5461* NAD 83(2011) POSITION- 33 08 28.03273(N) 091 15 47.46505(W)   ADJUSTED
 CY5461* NAD 83(2011) ELLIP HT-    19.420 (meters)        (09/15/17)   ADJUSTED
 CY5461* NAD 83(2011) EPOCH   -  2010.00
 CY5461* NAVD 88 ORTHO HEIGHT -    45.49  (meters)      149.2   (feet) GPS OBS
 CY5461  ______________________________________________________________________
 CY5461  NAVD 88 orthometric height was determined with geoid model    G99SSS
 CY5461  GEOID HEIGHT    -        -26.812 (meters)                     G99SSS
 CY5461  GEOID HEIGHT    -        -26.011 (meters)                     GEOID18
 CY5461  NAD 83(2011) X  -   -117,851.199 (meters)                     COMP
 CY5461  NAD 83(2011) Y  - -5,344,651.556 (meters)                     COMP
 CY5461  NAD 83(2011) Z  -  3,467,084.811 (meters)                     COMP
 CY5461  LAPLACE CORR    -         -1.60  (seconds)                    DEFLEC18
 CY5461
 CY5461  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 CY5461  Standards:
 CY5461         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 CY5461            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 CY5461  -------------------------------------------------------------------
 CY5461  NETWORK    0.46   0.63           0.17   0.20   0.32      0.10353710
 CY5461  -------------------------------------------------------------------
 CY5461  Click here for local accuracies and other accuracy information.
 CY5461
 CY5461.The horizontal coordinates were established by GPS observations
 CY5461.and adjusted by the National Geodetic Survey in September 2017.
 CY5461
 CY5461.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 CY5461.been affixed to the stable North American tectonic plate. See 
 CY5461.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 CY5461
 CY5461.The horizontal coordinates are valid at the epoch date displayed above
 CY5461.which is a decimal equivalence of Year/Month/Day.
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 CY5461.GEOID18 height accuracy estimate available here.
 CY5461
 CY5461.Click photographs - Photos may exist for this station.
 CY5461
 CY5461.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CY5461
 CY5461.The Laplace correction was computed from DEFLEC18 derived deflections.
 CY5461
 CY5461.The ellipsoidal height was determined by GPS observations
 CY5461.and is referenced to NAD 83.
 CY5461
 CY5461. The following values were computed from the NAD 83(2011) position.
 CY5461
 CY5461;                    North         East     Units Scale Factor Converg.
 CY5461;SPC AR S     -   452,871.627   468,750.017   MT  1.00003902   +0 24 44.6
 CY5461;SPC AR S     - 1,485,796.33  1,537,890.68   sFT  1.00003902   +0 24 44.6
 CY5461;UTM  15      - 3,668,274.303   661,997.324   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS6199768274(NAD 83)
 CY5461
 CY5461                          SUPERSEDED SURVEY CONTROL
 CY5461
 CY5461  NAD 83(2011)-  33 08 28.03175(N)    091 15 47.46482(W) AD(2010.00) 0
 CY5461  ELLIP H (08/11/14)   19.412  (m)                       GP(2010.00)    
 CY5461  NAD 83(2011)-  33 08 28.03325(N)    091 15 47.46580(W) AD(2010.00) 0
 CY5461  ELLIP H (06/27/12)   19.432  (m)                       GP(2010.00)    
 CY5461  NAD 83(2007)-  33 08 28.03311(N)    091 15 47.46668(W) AD(2002.00) 0
 CY5461  ELLIP H (02/10/07)   19.456  (m)                       GP(2002.00)    
 CY5461  NAD 83(1997)-  33 08 28.03299(N)    091 15 47.46624(W) AD(       ) 1
 CY5461  ELLIP H (03/17/04)   19.452  (m)                       GP(       ) 4 2
 CY5461  NAVD 88 (08/11/14)   45.4    (m)  GEOID12A model used  GPS OBS        
 CY5461
 CY5461.Superseded values are not recommended for survey control.
 CY5461
 CY5461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY5461.See file dsdata.pdf to determine how the superseded data were derived.
 CY5461
 CY5461_MARKER: DR = REFERENCE MARK DISK
 CY5461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY5461_STAMPING: CONNERLY 2 1967 NO 3
 CY5461_MARK LOGO: CGS
 CY5461_PROJECTION: FLUSH
 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 - December 12, 2012
 CY5461
 CY5461  HISTORY     - Date     Condition        Report By
 CY5461  HISTORY     - 1967     MONUMENTED       CGS
 CY5461  HISTORY     - 20020912 GOOD             PYBURN
 CY5461  HISTORY     - 20121212 GOOD             JMSM
 CY5461
 CY5461                          STATION DESCRIPTION
 CY5461
 CY5461'DESCRIBED BY PYBURN AND ODOM, INCORPORATED 2002
 CY5461'RECOVERED AS DESCRIBED
 CY5461
 CY5461                          STATION RECOVERY (2012)
 CY5461
 CY5461'RECOVERY NOTE BY JOHNSON-MCADAMS SURVEYING AND MAPPING 2012 (JFF)
 CY5461'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1709 ***********************************************************************
 FG1709  DESIGNATION -  CONWAY
 FG1709  PID         -  FG1709
 FG1709  STATE/COUNTY-  AR/FAULKNER
 FG1709  COUNTRY     -  US
 FG1709  USGS QUAD   -  CONWAY (2017)
 FG1709
 FG1709                         *CURRENT SURVEY CONTROL
 FG1709  ______________________________________________________________________
 FG1709* NAD 83(1997) POSITION- 35 04 43.82990(N) 092 22 49.90442(W)   ADJUSTED
 FG1709* NAVD 88 ORTHO HEIGHT -   137.    (meters)      449.    (feet) SCALED
 FG1709  ______________________________________________________________________
 FG1709  GEOID HEIGHT    -        -27.835 (meters)                     GEOID18
 FG1709  LAPLACE CORR    -          2.52  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1709.GEOID18 height accuracy estimate available here.
 FG1709
 FG1709.Click photographs - Photos may exist for this station.
 FG1709
 FG1709.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1709
 FG1709. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 FG1709:SPC AR N     -  CONWAY AZ MK                             164 52 41.4
 FG1709:UTM  15      -  CONWAY AZ MK                             164 18 02.6
 FG1709
 FG1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5647381961(NAD 83)
 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
 FG1709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1709.See file dsdata.pdf to determine how the superseded data were derived.
 FG1709
 FG1709_MARKER: DS = TRIANGULATION STATION DISK
 FG1709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1709_STAMPING: CONWAY 1940
 FG1709_MARK LOGO: CGS
 FG1709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1709+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0097 ***********************************************************************
 FG0097  DESIGNATION -  CONWAY ARK MAG RESET
 FG0097  PID         -  FG0097
 FG0097  STATE/COUNTY-  AR/FAULKNER
 FG0097  COUNTRY     -  US
 FG0097  USGS QUAD   -  CONWAY (2017)
 FG0097
 FG0097                         *CURRENT SURVEY CONTROL
 FG0097  ______________________________________________________________________
 FG0097* NAD 83(1997) POSITION- 35 05 57.62865(N) 092 26 37.18884(W)   ADJUSTED
 FG0097* NAVD 88 ORTHO HEIGHT -   101.251 (meters)      332.19  (feet) ADJUSTED
 FG0097  ______________________________________________________________________
 FG0097  GEOID HEIGHT    -        -27.978 (meters)                     GEOID18
 FG0097  LAPLACE CORR    -          2.67  (seconds)                    DEFLEC18
 FG0097  DYNAMIC HEIGHT  -        101.156 (meters)      331.88  (feet) COMP
 FG0097  MODELED GRAVITY -    979,695.9   (mgal)                       NAVD 88
 FG0097
 FG0097  HORZ ORDER      -  FIRST
 FG0097  VERT ORDER      -  SECOND    CLASS I
 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 and
 FG0097.adjusted by the NATIONAL GEODETIC SURVEY
 FG0097.in September 2023.
 FG0097
 FG0097.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0097.GEOID18 height accuracy estimate available here.
 FG0097
 FG0097.Click photographs - Photos may exist for this station.
 FG0097
 FG0097.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5070584201(NAD 83)
 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  NAVD 88 (06/15/91)  101.252  (m)          332.19   (f) SUPERSEDED  2 0
 FG0097  NGVD 29 (??/??/92)  101.28   (m)          332.3    (f) COMPUTED    2 0
 FG0097
 FG0097.Superseded values are not recommended for survey control.
 FG0097
 FG0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0097.See file dsdata.pdf to determine how the superseded data were derived.
 FG0097
 FG0097_MARKER: DM = MAGNETIC STATION DISK
 FG0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0097_STAMPING: CONWAY ARK MAG 1913 1940
 FG0097_MARK LOGO: CGS
 FG0097_PROJECTION: PROJECTING 25 CENTIMETERS
 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             CGS
 FG0097  HISTORY     - 1967     MARK NOT FOUND   CGS
 FG0097  HISTORY     - 1967     MARK NOT FOUND   CGS
 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 COAST AND GEODETIC SURVEY 1942
 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG1710 ***********************************************************************
 FG1710  DESIGNATION -  CONWAY ST JOSEPHS CATHOLIC CH
 FG1710  PID         -  FG1710
 FG1710  STATE/COUNTY-  AR/FAULKNER
 FG1710  COUNTRY     -  US
 FG1710  USGS QUAD   -  CONWAY (2017)
 FG1710
 FG1710                         *CURRENT SURVEY CONTROL
 FG1710  ______________________________________________________________________
 FG1710* NAD 83(1997) POSITION- 35 05 06.16201(N) 092 26 17.29944(W)   ADJUSTED
 FG1710  ______________________________________________________________________
 FG1710  GEOID HEIGHT    -        -27.941 (meters)                     GEOID18
 FG1710  LAPLACE CORR    -          2.63  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1710.GEOID18 height accuracy estimate available here.
 FG1710
 FG1710.Click photographs - Photos may exist for this station.
 FG1710
 FG1710.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1710
 FG1710. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5121782618(NAD 83)
 FG1710
 FG1710                          SUPERSEDED SURVEY CONTROL
 FG1710
 FG1710  NAD 83(1986)-  35 05 06.17932(N)    092 26 17.28954(W) AD(       ) 3
 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
 FG1710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1710.See file dsdata.pdf to determine how the superseded data were derived.
 FG1710
 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 = MARCH 20, 2026 22:17:28 EDT
 FE1941 ***********************************************************************
 FE1941  DESIGNATION -  COOPER 2 AZ MK
 FE1941  PID         -  FE1941
 FE1941  STATE/COUNTY-  AR/MISSISSIPPI
 FE1941  COUNTRY     -  US
 FE1941  USGS QUAD   -  ROSA (2017)
 FE1941
 FE1941                         *CURRENT SURVEY CONTROL
 FE1941  ______________________________________________________________________
 FE1941* NAD 83(1997) POSITION- 35 46 14.32640(N) 089 51 13.01374(W)   ADJUSTED
 FE1941* NAVD 88 ORTHO HEIGHT -    77.758 (meters)      255.11  (feet) ADJUSTED
 FE1941  ______________________________________________________________________
 FE1941  GEOID HEIGHT    -        -27.746 (meters)                     GEOID18
 FE1941  LAPLACE CORR    -          0.69  (seconds)                    DEFLEC18
 FE1941  DYNAMIC HEIGHT  -         77.692 (meters)      254.89  (feet) COMP
 FE1941  MODELED GRAVITY -    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 and
 FE1941.adjusted by the NATIONAL GEODETIC SURVEY
 FE1941.in June 1991.
 FE1941
 FE1941.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE1941.GEOID18 height accuracy estimate available here.
 FE1941
 FE1941.Click photographs - Photos may exist for this station.
 FE1941
 FE1941.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999215  x   0.99994121  =   0.99993336
 FE1941!UTM  16      -   0.99999215  x   1.00042010  =   1.00041225
 FE1941
 FE1941_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4203362267(NAD 83)
 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(1995)-  35 46 14.32713(N)    089 51 13.01362(W) AD(       ) 2
 FE1941  NAD 83(1990)-  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 (07/19/86)   77.9    (m)          256.     (f) VERT ANG       
 FE1941  NGVD 29 (11/26/84)   77.699  (m)          254.92   (f) ADJUSTED    1 1
 FE1941
 FE1941.Superseded values are not recommended for survey control.
 FE1941
 FE1941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1941.See file dsdata.pdf to determine how the superseded data were derived.
 FE1941
 FE1941_MARKER: DZ = AZIMUTH MARK DISK
 FE1941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1941_STAMPING: COOPER 1954
 FE1941_MARK LOGO: CGS
 FE1941_PROJECTION: FLUSH
 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     - 1954     MONUMENTED       CGS
 FE1941  HISTORY     - 1976     POOR             NGS
 FE1941  HISTORY     - 1979     GOOD             NGS
 FE1941  HISTORY     - 19901108 SEE DESCRIPTION  NGS
 FE1941
 FE1941                          STATION DESCRIPTION
 FE1941
 FE1941'DESCRIBED 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 (1979)
 FE1941
 FE1941'RECOVERY NOTE 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 (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 = MARCH 20, 2026 22:17:28 EDT
 FE2703 ***********************************************************************
 FE2703  DESIGNATION -  COOPER 2 AZ MK 2
 FE2703  PID         -  FE2703
 FE2703  STATE/COUNTY-  AR/MISSISSIPPI
 FE2703  COUNTRY     -  US
 FE2703  USGS QUAD   -  ROSA (2017)
 FE2703
 FE2703                         *CURRENT SURVEY CONTROL
 FE2703  ______________________________________________________________________
 FE2703* NAD 83(1997) POSITION- 35 46 16.52909(N) 089 50 38.54116(W)   ADJUSTED
 FE2703* NAVD 88 ORTHO HEIGHT -    82.5   (meters)      271.    (feet) VERTCON3
 FE2703  ______________________________________________________________________
 FE2703  GEOID HEIGHT    -        -27.743 (meters)                     GEOID18
 FE2703  LAPLACE CORR    -          0.65  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE2703.GEOID18 height accuracy estimate available here.
 FE2703
 FE2703.Click photographs - Photos may exist for this station.
 FE2703
 FE2703.The Laplace correction was computed from DEFLEC18 derived deflections.
 FE2703
 FE2703. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999140  x   0.99994124  =   0.99993264
 FE2703!UTM  16      -   0.99999140  x   1.00041459  =   1.00040599
 FE2703
 FE2703_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4290162309(NAD 83)
 FE2703
 FE2703                          SUPERSEDED SURVEY CONTROL
 FE2703
 FE2703  NAD 83(1995)-  35 46 16.52986(N)    089 50 38.54104(W) AD(       ) 2
 FE2703  NAD 83(1990)-  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
 FE2703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2703.See file dsdata.pdf to determine how the superseded data were derived.
 FE2703
 FE2703_MARKER: DZ = AZIMUTH MARK DISK
 FE2703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2703_STAMPING: COOPER 2 1933 1977
 FE2703_MARK LOGO: NGS
 FE2703_PROJECTION: FLUSH
 FE2703_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FE2703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2703+STABILITY: SURFACE MOTION
 FE2703_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2703+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2008
 FE2703
 FE2703  HISTORY     - Date     Condition        Report By
 FE2703  HISTORY     - 1977     MONUMENTED       NGS
 FE2703  HISTORY     - 20080625 GOOD             USACE
 FE2703
 FE2703                          STATION DESCRIPTION
 FE2703
 FE2703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (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 RIVER.
 FE2703'PERMISSION WAS OBTAINED FROM CHIEF ENGINEER, MR.B.B. FAIR, ST. FRANCIS
 FE2703'LEVEE DISTRICT, P.O. BOX 308, WEST MEMPHIS, AR 72301.  TELEPHONE
 FE2703'501-735-1062.
 FE2703'
 FE2703'TO REACH THE STATION FROM THE POST OFFICE IN OSCEOLA GO WEST ON WEST
 FE2703'JOHNSON STREET FOR 0.24 KM (0.15 MI) TO U.S. HIGHWAY 61.  TURN RIGHT
 FE2703'AND GO NORTH FOR 10.3 KM (6.4 MI) TO THE JUNCTION OF STATE HIGHWAY
 FE2703'120.  TURN RIGHT, CROSS TRACKS, AND GO EAST FOR 9.41 KM (5.85 MI) TO A
 FE2703'GRAVEL CROSSROAD.  TURN RIGHT AND GO SOUTH FOR 2.57 KM (1.6 MI) TO A
 FE2703'T-ROAD.  TURN RIGHT AND FOLLOW A GRAVEL ROAD FOR 0.8 KM (0.5 MI) TO
 FE2703'THE MARK ON THE LEFT.
 FE2703'
 FE2703'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK STAMPED
 FE2703'---COOPER 2 1933 1977---, SET INTO THE TOP OF A ROUND CONCRETE
 FE2703'MONUMENT 30 CM IN DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 4 METERS
 FE2703'WEST FROM THE CENTER OF A LEVEE ROAD AND 1 METER SOUTH FROM A METAL
 FE2703'WITNESS POST.
 FE2703'
 FE2703'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.1 METERS.
 FE2703
 FE2703                          STATION RECOVERY (2008)
 FE2703
 FE2703'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2008 (DLB)
 FE2703'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FE1938 ***********************************************************************
 FE1938  DESIGNATION -  COOPER 2 RESET
 FE1938  PID         -  FE1938
 FE1938  STATE/COUNTY-  AR/MISSISSIPPI
 FE1938  COUNTRY     -  US
 FE1938  USGS QUAD   -  ROSA (2017)
 FE1938
 FE1938                         *CURRENT SURVEY CONTROL
 FE1938  ______________________________________________________________________
 FE1938* NAD 83(1997) POSITION- 35 46 11.09965(N) 089 51 01.24121(W)   ADJUSTED
 FE1938* NAVD 88 ORTHO HEIGHT -    76.680 (meters)      251.57  (feet) ADJUSTED
 FE1938  ______________________________________________________________________
 FE1938  GEOID HEIGHT    -        -27.743 (meters)                     GEOID18
 FE1938  LAPLACE CORR    -          0.69  (seconds)                    DEFLEC18
 FE1938  DYNAMIC HEIGHT  -         76.615 (meters)      251.36  (feet) COMP
 FE1938  MODELED GRAVITY -    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 and
 FE1938.adjusted by the NATIONAL GEODETIC SURVEY
 FE1938.in June 1991.
 FE1938
 FE1938.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE1938.GEOID18 height accuracy estimate available here.
 FE1938
 FE1938.Click photographs - Photos may exist for this station.
 FE1938
 FE1938.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999232  x   0.99994116  =   0.99993348
 FE1938!SPC TN       -   0.99999232  x   0.99994903  =   0.99994135
 FE1938!UTM  16      -   0.99999232  x   1.00041824  =   1.00041056
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4232662159(NAD 83)
 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                        88.528 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(1995)-  35 46 11.10040(N)    089 51 01.24108(W) AD(       ) 2
 FE1938  NAD 83(1990)-  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              76.62   (m)          251.4    (f) LEVELING    3  
 FE1938  NGVD 29 (11/26/84)   76.621  (m)          251.38   (f) ADJUSTED    1 1
 FE1938
 FE1938.Superseded values are not recommended for survey control.
 FE1938
 FE1938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1938.See file dsdata.pdf to determine how the superseded data were derived.
 FE1938
 FE1938_MARKER: DS = TRIANGULATION STATION DISK
 FE1938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1938_STAMPING: COOPER 1933 1972
 FE1938_MARK LOGO: CGS
 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             NGS
 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 AND
 FE1938'FOUND BROKEN OFF ABOUT 10 INCHES BELOW THE SURFACE AND PUSHED TO THE
 FE1938'SOUTHEAST.  THE REFERENCE MARK NO. 3 SET IN 1954 COULD NOT BE FOUND
 FE1938'AND IS BELIEVED DESTROYED.  THE AZIMUTH MARK SET IN 1954 WAS FOUND IN
 FE1938'APPARENT GOOD CONDITION.  A FIRM PLUMBING BENCH WAS ERECTED OVER THE
 FE1938'STATION MARK MONUMENT AND THE CENTER POINT OF THE OLD SHANK DETERMINED
 FE1938'AND HELD, AFTER WHICH THE OLD SHANK WAS CHISELED OUT OF THE CONCRETE
 FE1938'MONUMENT, THE HOLE BELLED AND DEEPENED, AND A NEW DISK DESIGNATED
 FE1938'COOPER 2 1933 1972 CEMENTED INTO THE HOLE AND POSITIONED DIRECTLY
 FE1938'UNDER THE HELD POINT, AND SHOULD MARK THE EXACT, HORIZONTAL POSITION
 FE1938'AS DID THE ORIGINAL MARK.  TWO NEW REFERENCE MARKS NO. 5 AND NO. 6
 FE1938'WERE ESTABLISHED.  THE STATION WAS THEN OCCUPIED AND THE HORIZONTAL
 FE1938'ANGLES OBSERVED BETWEEN THE 1954 AZIMUTH MARK AND THE NEWLY SET
 FE1938'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 RIVER,
 FE1938'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 ROAD FOR
 FE1938'ABOUT 0.35 OF A MILE TO A HOUSE ON THE LEFT AND THE STATION AS
 FE1938'DESCRIBED.  NOTE- THE ORIGINAL STATION TO-REACH IS STILL ADEQUATE,
 FE1938'EXCEPT THAT THE MILEAGE FROM THE JUNCTION OF U.S. HIGHWAY 61 AND STATE
 FE1938'ROUTE 120 NORTH OF LUXORA, IS NOW A CONTINUOUS MILEAGE ON OILED STATE
 FE1938'ROUTE 120 FOR 6.0 MILES TO THE CROSSROAD AT THE GIN.  HERE TURN RIGHT,
 FE1938'SOUTH, ON THE GRAVELED ROAD TO STATION AS PER THE ORIGINAL TO-REACH.
 FE1938'
 FE1938'THE STATION IS 156 FEET NORTH OF THE APPROXIMATE CENTER OF LEVEE ROAD,
 FE1938'77 FEET EAST-SOUTHEAST OF A POWERLINE TRANSFORMER POLE, 71 FEET
 FE1938'NORTH-NORTHEAST OF THE SOUTHEAST CORNER OF A FRAME HOUSE, 45 FEET WEST
 FE1938'OF THE APPROXIMATE CENTER OF A FIELD ROAD, 42 FEET EAST-NORTHEAST OF
 FE1938'THE NORTHEAST CORNER OF THE FRAME HOUSE, 31 FEET WEST-NORTHWEST OF A
 FE1938'UTILITY POLE, 6 FEET NORTHEAST OF A 14-INCH PECAN TREE, AND 0.8 OF A
 FE1938'FOOT SOUTH OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK
 FE1938'SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT PROJECTING 2
 FE1938'INCHES AND THE DISK IS STAMPED COOPER 2 1933 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 POLE,
 FE1938'70 FEET EAST OF THE NORTHEAST CORNER OF THE FRAME HOUSE, 37 FEET EAST
 FE1938'OF THE 14-INCH PECAN TREE, 13 FEET WEST OF THE APPROXIMATE CENTER OF
 FE1938'THE FIELD ROAD, 10 FEET EAST-NORTHEAST OF THE UTILITY POLE, AND 0.8 OF
 FE1938'A FOOT SOUTH OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK
 FE1938'SET IN THE TOP OF AN 11-INCH, ROUND, FLUSH, CONCRETE MONUMENT AND THE
 FE1938'DISK IS STAMPED COOPER 2 1933 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 STATION,
 FE1938'100 FEET AND ACROSS A GRAVELED ROAD FROM A 66- INCH COTTONWOOD TREE,
 FE1938'82 FEET EAST OF THE APPROXIMATE CENTER OF THE LEVEE ROAD, 30 FEET WEST
 FE1938'OF THE APPROXIMATE CENTER OF LEVEE ROAD, 0.7 OF A FOOT EAST OF A METAL
 FE1938'WITNESS POST AND SIGN, AND ON THE EAST SLOPE OF THE LEVEE.  IT IS A
 FE1938'STANDARD DISK SET IN THE TOP OF A 12-INCH, ROUND, FLUSH, CONCRETE
 FE1938'MONUMENT AND THE DISK IS STAMPED COOPER 1954.
 FE1938
 FE1938                          STATION RECOVERY (1972)
 FE1938
 FE1938'RECOVERY NOTE BY NATIONAL 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 MARK WERE
 FE1938'RECOVERED IN GOOD CONDITION.  BECAUSE THE TRAVERSE LINE FOLLOWED THE
 FE1938'LEVEE, COOPER 2 RM 7 WAS ESTABLISHED AND OCCUPIED AT THIS TIME, SEE
 FE1938'DESCRIPTION THEREOF.  THE DIRECTION TO REFERENCE MARKS 5 AND 6
 FE1938'COMPARED FAVORABLY WITH THE 1972 DATA.  A LONGER DISTANCE OF 0.004
 FE1938'METER TO REFERENCE MARK 6 WAS NOTED AND VERIFIED.  A NEW DESCRIPTION
 FE1938'FOLLOWS.
 FE1938'
 FE1938'THE STATION IS LOCATED ABOUT 12 MILES SOUTH OF BLYTHEVILLE, 6-1/2
 FE1938'MILES SOUTHEAST OF BURDETTE, 5 MILES NORTHEAST OF LUXORA, IN THE
 FE1938'SOUTHWEST 1/4 OF SECTION 6, R 12 E, T 13 N, AND IN THE NORTHEAST
 FE1938'CORNER OF A YARD.
 FE1938'
 FE1938'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 55 AND
 FE1938'U.S. HIGHWAY 61, AT THE SOUTH EDGE OF BLYTHEVILLE, GO SOUTH ON U.S.
 FE1938'HIGHWAY 61 FOR 7.2 MILES TO THE JUNCTION WITH STATE HIGHWAY 120 ON THE
 FE1938'LEFT.  TURN LEFT AND GO EAST-NORTHEAST ON STATE ROUTE 120 FOR 6 MILES
 FE1938'TO A CROSSROAD AT R.C.  LANGSTON MDSE STORE.  TURN RIGHT AND GO SOUTH
 FE1938'FOR 1.6 MILES TO A T-ROAD JUNCTION.  TURN RIGHT AND GO SOUTHWEST ON A
 FE1938'GRAVEL 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 STATION
 FE1938'CONTINUE SOUTHWESTERLY ON THE GRAVEL ROAD FOR 0.3 MILE TO THE MARK ON
 FE1938'THE LEFT.
 FE1938'
 FE1938'THE SURFACE STATION MARK STAMPED ---COOPER 1933 1972---, IS A STANDARD
 FE1938'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS
 FE1938'FLUSH WITH THE GROUND SURFACE.  IT IS 159 FEET NORTH OF CENTER OF A
 FE1938'GRAVEL ROAD, 53 FEET WEST OF CENTER OF A BLADED ROAD, AND 41.5 FEET
 FE1938'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE.  ACCORDING TO THE
 FE1938'1933 DATA THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 FE1938'---COOPER 1929---, SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 FE1938'BELOW THE SURFACE OF THE GROUND.
 FE1938'
 FE1938'REFERENCE MARK 5, STAMPED ---COOPER 1933 NO 5 1972---, IS A STANDARD
 FE1938'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS
 FE1938'FLUSH WITH THE GROUND SURFACE. IT IS 158 FEET NORTH OF CENTER OF A
 FE1938'GRAVEL ROAD, 70 FEET NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE, 22
 FE1938'FEET WEST OF CENTER OF A BLADED ROAD AND 1 FOOT SOUTH OF A METAL
 FE1938'WITNESS POST.
 FE1938'
 FE1938'REFERENCE MARK 6, STAMPED ---COOPER 1933 NO 6 1972---, IS A STANDARD
 FE1938'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS
 FE1938'FLUSH WITH THE GROUND.  IT IS 100 FEET NORTH OF CENTER OF THE GRAVEL
 FE1938'ROAD, 44.5 FEET EAST OF THE SOUTHEAST CORNER OF A HOUSE AND 28 FEET
 FE1938'WEST OF CENTER OF A BLADED ROAD.
 FE1938'
 FE1938'COOPER 2 RM 7, STAMPED ---COOPER 2 1933 NO 7 1977---, ARE STANDARD
 FE1938'REFERENCE MARK DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 FE1938'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND. IT IS 11 FEET
 FE1938'EAST OF CENTER OF THE ROAD, 4.5 FEET WEST-SOUTHWEST OF A METAL WITNESS
 FE1938'POST AND 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 BELOW THE
 FE1938'GROUND SURFACE.
 FE1938'
 FE1938'AZIMUTH MARK STAMPED ---COOPER 1954---, IS A STANDARD DISK SET IN THE
 FE1938'TOP OF 12-INCH ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
 FE1938'SURFACE.  IT IS 30 FEET WEST OF CENTER OF THE GRAVEL ROAD AND 1 FOOT
 FE1938'EAST OF A METAL WITNESS POST.
 FE1938'
 FE1938'A 1/2-INCH DIAMETER RE-ENFORCEMENT ROD WAS SET AT THE STATION MARK,
 FE1938'REFERENCE MARKS AND AZIMUTH MARK.  HEIGHT OF LIGHT ABOVE THE MARK WAS
 FE1938'1.3 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 WERE
 FE1938'RECOVERED IN GOOD CONDITION. THE DISTANCE AND DIRECTIONS THE MARKS
 FE1938'CHECKED THE 1972 DATA.  REFERENCE MARKS 7,8 AND 9 WERE ESTABLISHED
 FE1938'ATOP THE LEVEE IN 1977. AN EDM TIE WAS MADE TO REFERENCE MARK 7.  A
 FE1938'COMPLETE DESCRIPTION FOLLOWS.
 FE1938'
 FE1938'THE STATION IS LOCATED ABOUT 19.3 KM SOUTH OF BLYTHEVILLE, 8.0 KM
 FE1938'NORTHWEST OF LUXORA, 0.8 KM NORTH OF THE MISSISSIPPI RIVER.
 FE1938'
 FE1938'TO REACH THE STATION FROM THE POST OFFICE IN OSCEOLA, GO WEST ON WEST
 FE1938'JOHNSON STREET FOR 0.24 KM (0.15 MI) TO U.S. HIGHWAY 61.  TURN RIGHT
 FE1938'AND GO NORTHERLY ON U.S. HIGHWAY 61 FOR 10.3 KM (6.4 (6.4 MI) TO THE
 FE1938'JUNCTION OF STATE HIGHWAY 120.  TURN RIGHT, CROSSING RAILROAD TRACKS,
 FE1938'AND GO EASTERLY FOR 9.41 KM (5.85 MI) TO A GRAVEL CROSSROAD.  TURN
 FE1938'RIGHT AND GO SOUTHERLY FOR 2.57 KM (1.6 MI) TO A T-ROAD.  TURN RIGHT
 FE1938'AND GO WESTERLY ON A GRAVEL ROAD ALONG THE BASE OF A LEVEE FOR 1.21 KM
 FE1938'(0.75 MI) TO A FRAME HOUSE AND THE STATION ON THE RIGHT, ABOUT 150
 FE1938'FEET NORTH OF THE ROAD.
 FE1938'
 FE1938'THE STATION IS A STANDARD CGS DISK STAMPED ---COOPER 1933 1972---, SET
 FE1938'INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE FLUSH WITH
 FE1938'GROUND.  IT IS LOCATED 23.4 METERS EAST FROM A POWERLINE POLE WITH
 FE1938'TRANSFORMER, 1.8 METERS NORTH FROM A 10-INCH TREE AND 0.1 METER
 FE1938'SOUTH-SOUTHEAST FROM A METAL WITNESS POST.
 FE1938'
 FE1938'REFERENCE MARK NUMBER 05 IS A STANDARD CGS DISK STAMPED
 FE1938'---COOPER 1933 NO 5 1972---, SET INTO THE TOP OF A ROUND CONCRETE
 FE1938'MONUMENT 15 CM IN DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 11.0
 FE1938'METERS EAST FROM THE 16-INCH TREE, 0.4 METER WEST-SOUTHWEST FROM THE
 FE1938'CENTER OF A FIELD ROAD AND 0.2 METER SOUTH-SOUTHWEST FROM A METAL
 FE1938'WITNESS POST.  MARK IS LEVEL WITH STATION.
 FE1938'
 FE1938'REFERENCE MARK NUMBER 06 IS A STANDARD CGS DISK STAMPED
 FE1938'---COOPER 1933 NO 6 1972---, SET INTO THE TOP OF A ROUND CONCRETE
 FE1938'MONUMENT 25 CM IN DIAMETER RECESSED 2 CM BELOW THE GROUND.  IT IS
 FE1938'LOCATED 30.6 METERS NORTH FROM THE CENTER OF THE GRAVEL LEVEE ROAD,
 FE1938'19.0 METERS NORTHWEST FROM A 4 FOOT OAK TREE AND 14.2 METERS EAST FROM
 FE1938'THE SOUTHEAST CORNER OF THE FRAME HOUSE.  MARK IS LEVEL WITH STATION.
 FE1938'
 FE1938'AZIMUTH MARK NUMBER 01 IS A STANDARD CGS DISK STAMPED
 FE1938'---COOPER 1954---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM
 FE1938'IN DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 20.5 METERS
 FE1938'NORTH-NORTHWEST FROM THE CENTER OF A GRAVEL ROAD AND 3.7 METERS
 FE1938'SOUTH-SOUTHEAST FROM A WIRE FENCE.  TO REACH AZIMUTH MARK FROM THE
 FE1938'STATION PROCEED SOUTHERLY ALONG THE GRAVEL ROAD FOR 0.48 KM (0.3 MI)
 FE1938'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 = MARCH 20, 2026 22:17:28 EDT
 FE2699 ***********************************************************************
 FE2699  DESIGNATION -  COOPER 2 RM 4
 FE2699  PID         -  FE2699
 FE2699  STATE/COUNTY-  AR/MISSISSIPPI
 FE2699  COUNTRY     -  US
 FE2699  USGS QUAD   -  ROSA (2017)
 FE2699
 FE2699                         *CURRENT SURVEY CONTROL
 FE2699  ______________________________________________________________________
 FE2699* NAD 83(1997) POSITION- 35 46 11.39767(N) 089 51 00.74170(W)   ADJUSTED
 FE2699* NAVD 88 ORTHO HEIGHT -    77.    (meters)      253.    (feet) SCALED
 FE2699  ______________________________________________________________________
 FE2699  GEOID HEIGHT    -        -27.743 (meters)                     GEOID18
 FE2699  LAPLACE CORR    -          0.69  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE2699.GEOID18 height accuracy estimate available here.
 FE2699
 FE2699.Click photographs - Photos may exist for this station.
 FE2699
 FE2699.The Laplace correction was computed from DEFLEC18 derived deflections.
 FE2699
 FE2699. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999226  x   0.99994116  =   0.99993342
 FE2699!SPC TN       -   0.99999226  x   0.99994903  =   0.99994129
 FE2699!UTM  16      -   0.99999226  x   1.00041816  =   1.00041042
 FE2699
 FE2699:                Primary Azimuth Mark                     Grid Az
 FE2699:SPC AR N     -  LUXORA MUNICIPAL TANK                    258 09 35.4
 FE2699:SPC TN       -  LUXORA MUNICIPAL TANK                    261 39 53.5
 FE2699:UTM  16      -  LUXORA MUNICIPAL TANK                    261 04 39.9
 FE2699
 FE2699_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4233962167(NAD 83)
 FE2699
 FE2699|---------------------------------------------------------------------|
 FE2699| PID    Reference Object                     Distance      Geod. Az  |
 FE2699|                                                           dddmmss.s |
 FE2699| CU8225 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(1995)-  35 46 11.39842(N)    089 51 00.74157(W) AD(       ) 2
 FE2699  NAD 83(1990)-  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
 FE2699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2699.See file dsdata.pdf to determine how the superseded data were derived.
 FE2699
 FE2699_MARKER: DR = REFERENCE MARK DISK
 FE2699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2699_STAMPING: COOPER 2 NO 4 1933
 FE2699_MARK LOGO: CGS
 FE2699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2699+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FE1940 ***********************************************************************
 FE1940  DESIGNATION -  COOPER 2 RM 5
 FE1940  PID         -  FE1940
 FE1940  STATE/COUNTY-  AR/MISSISSIPPI
 FE1940  COUNTRY     -  US
 FE1940  USGS QUAD   -  ROSA (2017)
 FE1940
 FE1940                         *CURRENT SURVEY CONTROL
 FE1940  ______________________________________________________________________
 FE1940* NAD 83(1997) POSITION- 35 46 11.11765(N) 089 51 00.84641(W)   ADJUSTED
 FE1940* NAVD 88 ORTHO HEIGHT -    76.478 (meters)      250.91  (feet) ADJUSTED
 FE1940  ______________________________________________________________________
 FE1940  GEOID HEIGHT    -        -27.743 (meters)                     GEOID18
 FE1940  LAPLACE CORR    -          0.69  (seconds)                    DEFLEC18
 FE1940  DYNAMIC HEIGHT  -         76.414 (meters)      250.70  (feet) COMP
 FE1940  MODELED GRAVITY -    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 and
 FE1940.adjusted by the NATIONAL GEODETIC SURVEY
 FE1940.in June 1991.
 FE1940
 FE1940.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE1940.GEOID18 height accuracy estimate available here.
 FE1940
 FE1940.Click photographs - Photos may exist for this station.
 FE1940
 FE1940.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999235  x   0.99994116  =   0.99993351
 FE1940!UTM  16      -   0.99999235  x   1.00041818  =   1.00041053
 FE1940
 FE1940_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4233662159(NAD 83)
 FE1940
 FE1940                          SUPERSEDED SURVEY CONTROL
 FE1940
 FE1940  NAD 83(1995)-  35 46 11.11839(N)    089 51 00.84628(W) AD(       ) 1
 FE1940  NAD 83(1990)-  35 46 11.13017(N)    089 51 00.84624(W) AD(       ) 1
 FE1940  NGVD 29              76.42   (m)          250.7    (f) LEVELING    3  
 FE1940  NGVD 29 (11/26/84)   76.419  (m)          250.72   (f) ADJUSTED    1 1
 FE1940
 FE1940.Superseded values are not recommended for survey control.
 FE1940
 FE1940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1940.See file dsdata.pdf to determine how the superseded data were derived.
 FE1940
 FE1940_MARKER: DR = REFERENCE MARK DISK
 FE1940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1940_STAMPING: COOPER 2 1933 NO 5 1972
 FE1940_MARK LOGO: CGS
 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 (LFS)
 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.
 FE1940'
 FE1940'TO 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 LEFT.
 FE1940'CONTINUE EAST ON STATE HIGHWAY 120 FOR 3.20 KM (2.00 MI) TO A GRAVELED
 FE1940'CROSSROAD.  TURN RIGHT AND GO SOUTH ON COUNTY ROAD N823 FOR 2.55 KM
 FE1940'(1.60 MI) TO A T JUNCTION.  TURN RIGHT AND GO SOUTHWEST ON A GRAVELED
 FE1940'ROAD RUNNING ALONG A LEVEE FOR 1.71 KM (1.05 MI) TO AN ABANDONED FARM
 FE1940'HOUSE AND THE STATION ON THE RIGHT IN THE NORTHEAST CORNER OF THE
 FE1940'LAWN.
 FE1940'
 FE1940'THE STATION IS LOCATED 47.2 M (154.9 FT) NORTH FROM THE CENTER OF A
 FE1940'GRAVELED ROAD, 32.6 M (107.0 FT) EAST-SOUTHEAST FROM A UTILITY POLE,
 FE1940'11.3 M (37.1 FT) EAST FROM A 16-INCH PECAN TREE, 9.9 M (32.5 FT) EAST
 FE1940'FROM COOPER 2 1933 1972, 4.0 M (13.1 FT) WEST FROM THE CENTER OF A
 FE1940'FIELD ROAD AND 3.1 M (10.2 FT) EAST-NORTHEAST FROM A UTILITY POLE AND
 FE1940'IS FLUSH WITH THE GROUND.  DESCRIBED BY E.J. HANSMANN.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FE2090 ***********************************************************************
 FE2090  DESIGNATION -  COOPER 2 RM 7
 FE2090  PID         -  FE2090
 FE2090  STATE/COUNTY-  AR/MISSISSIPPI
 FE2090  COUNTRY     -  US
 FE2090  USGS QUAD   -  ROSA (2017)
 FE2090
 FE2090                         *CURRENT SURVEY CONTROL
 FE2090  ______________________________________________________________________
 FE2090* NAD 83(2011) POSITION- 35 46 08.49527(N) 089 50 59.75376(W)   ADJUSTED
 FE2090* NAD 83(2011) ELLIP HT-    54.991 (meters)        (06/27/12)   ADJUSTED
 FE2090* NAD 83(2011) EPOCH   -  2010.00
 FE2090* NAVD 88 ORTHO HEIGHT -    82.7   (meters)      271.    (feet) GPS OBS
 FE2090  ______________________________________________________________________
 FE2090  NAVD 88 orthometric height was determined with an earlier geoid model
 FE2090  GEOID HEIGHT    -        -27.741 (meters)                     GEOID18
 FE2090  NAD 83(2011) X  -     13,570.167 (meters)                     COMP
 FE2090  NAD 83(2011) Y  - -5,181,047.612 (meters)                     COMP
 FE2090  NAD 83(2011) Z  -  3,707,459.945 (meters)                     COMP
 FE2090  LAPLACE CORR    -          0.69  (seconds)                    DEFLEC18
 FE2090
 FE2090  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FE2090  Standards:
 FE2090         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FE2090            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FE2090  -------------------------------------------------------------------
 FE2090  NETWORK    1.49   6.78           0.53   0.66   3.46      0.29252486
 FE2090  -------------------------------------------------------------------
 FE2090  Click here for local accuracies and other accuracy information.
 FE2090
 FE2090.The horizontal coordinates were established by GPS observations
 FE2090.and adjusted by the National Geodetic Survey in June 2012.
 FE2090
 FE2090.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FE2090.been affixed to the stable North American tectonic plate. See 
 FE2090.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FE2090
 FE2090.The horizontal coordinates are valid at the epoch date displayed above
 FE2090.which is a decimal equivalence of Year/Month/Day.
 FE2090
 FE2090.The orthometric height was determined by GPS observations and a
 FE2090.high-resolution geoid model.
 FE2090
 FE2090.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE2090.GEOID18 height accuracy estimate available here.
 FE2090
 FE2090.Click photographs - Photos may exist for this station.
 FE2090
 FE2090.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2090
 FE2090.The Laplace correction was computed from DEFLEC18 derived deflections.
 FE2090
 FE2090.The ellipsoidal height was determined by GPS observations
 FE2090.and is referenced to NAD 83.
 FE2090
 FE2090. The following values were computed from the NAD 83(2011) position.
 FE2090
 FE2090;                    North         East     Units Scale Factor Converg.
 FE2090;SPC AR N     -   161,401.268   594,394.910   MT  0.99994112   +1 15 04.0
 FE2090;SPC AR N     -   529,530.66  1,950,110.63   sFT  0.99994112   +1 15 04.0
 FE2090;UTM  16      - 3,962,077.750   242,361.611   MT  1.00041802   -1 40 00.3
 FE2090
 FE2090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2090!SPC AR N     -   0.99999137  x   0.99994112  =   0.99993249
 FE2090!UTM  16      -   0.99999137  x   1.00041802  =   1.00040939
 FE2090
 FE2090:                Primary Azimuth Mark                     Grid Az
 FE2090:SPC AR N     -  COOPER 2 AZ MK 2                         063 49 19.5
 FE2090:UTM  16      -  COOPER 2 AZ MK 2                         066 44 23.8
 FE2090
 FE2090_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4236162077(NAD 83)
 FE2090
 FE2090|---------------------------------------------------------------------|
 FE2090| PID    Reference Object                     Distance      Geod. Az  |
 FE2090|                                                           dddmmss.s |
 FE2090| FE2703 COOPER 2 AZ MK 2                    APPROX. 0.6 KM 0650423.5 |
 FE2090| FE2091 COOPER 2 RM 8                        25.927 METERS 06505     |
 FE2090| CG3843 COOPER 2 RM 9                        23.666 METERS 24458     |
 FE2090| FE2712 LUXORA MUNICIPAL TANK               APPROX. 7.3 KM 2600820.3 |
 FE2090| FE2717 LUXORA SW BELL RAD MAST             APPROX. 7.4 KM 2664723.8 |
 FE2090| FE2714 BURDETTE MUN TANK                   APPROX. 9.8 KM 3024747.1 |
 FE2090| FE2706 COOPER 2 OFFSET                      83.599 METERS 33503     |
 FE2090| FE1938 COOPER 2 RESET                       88.528 METERS 33503     |
 FE2090| FE1939 COOPER 2 RM 6                                      33538     |
 FE2090| FE1940 COOPER 2 RM 5                        85.049 METERS 34110     |
 FE2090| FE2691 BLYTHEVILLE RAD STA KLCN MAST       APPROX.17.2 KM 3534602.4 |
 FE2090|---------------------------------------------------------------------|
 FE2090
 FE2090                          SUPERSEDED SURVEY CONTROL
 FE2090
 FE2090  NAD 83(2007)-  35 46 08.49533(N)    089 50 59.75476(W) AD(2002.00) 0
 FE2090  ELLIP H (02/10/07)   55.008  (m)                       GP(2002.00)    
 FE2090  NAD 83(1997)-  35 46 08.49493(N)    089 50 59.75467(W) AD(       ) 1
 FE2090  ELLIP H (09/14/99)   55.060  (m)                       GP(       ) 4 1
 FE2090  NAD 83(1995)-  35 46 08.49567(N)    089 50 59.75453(W) AD(       ) 1
 FE2090  NAD 83(1990)-  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              82.70   (m)          271.3    (f) LEVELING    3  
 FE2090  NGVD 29 (07/19/86)   82.9    (m)          272.     (f) VERT ANG       
 FE2090  NGVD 29 (11/26/84)   82.697  (m)          271.32   (f) ADJUSTED       
 FE2090
 FE2090.Superseded values are not recommended for survey control.
 FE2090
 FE2090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2090.See file dsdata.pdf to determine how the superseded data were derived.
 FE2090
 FE2090_MARKER: DR = REFERENCE MARK DISK
 FE2090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 - June 25, 2008
 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  HISTORY     - 20080625 GOOD             USACE
 FE2090
 FE2090                          STATION DESCRIPTION
 FE2090
 FE2090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 FE2090'THE STATION IS LOCATED ABOUT 12 MILES SOUTH OF BLYTHEVILLE, 6-1/2
 FE2090'MILES SOUTHEAST OF BURDETTE, 5 MILES NORTHEAST OF LUXORA, IN THE
 FE2090'SOUTHWEST 1/4 SECTION 6 R 12E, T 13N, ON TOP OF THE LEVEE.
 FE2090'
 FE2090'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 55 AND
 FE2090'U.S. HIGHWAY 61, AT THE SOUTH EDGE OF BLYTHEVILLE, GO SOUTH ON U.S.
 FE2090'HIGHWAY 61 FOR 7.2 MILES TO THE JUNCTION OF STATE HIGHWAY 120 ON THE
 FE2090'LEFT.  TURN LEFT AND GO EAST-NORTHEAST ON STATE ROUTE 120 FOR 6 MILES
 FE2090'TO A CROSSROAD AT R.C. LANGSTON GENERAL MDSE STORE.  TURN RIGHT AND GO
 FE2090'SOUTH FOR 1.6 MILES TO A T-ROAD JUNCTION.  TURN RIGHT AND GO SOUTHWEST
 FE2090'ON A GRAVEL ROAD FOR 0.75 MILE TO A FRAME HOUSE ON THE RIGHT AND
 FE2090'TRIANGULATION STATION COOPER 2 ON THE RIGHT.  CONTINUE AHEAD SOUTHERLY
 FE2090'FOR 0.1 MILE TO A FORK.  TAKE LEFT FORK AND GO EASTERLY FOR 0.05 MILE
 FE2090'TO THE TOP OF THE LEVEE AND GATE ON THE LEFT.  TURN LEFT, PASSING
 FE2090'THROUGH GATE, AND GO NORTHEAST ALONG THE TOP OF THE LEVEE FOR 0.05
 FE2090'MILE TO BM 214 ON THE LEFT.  CONTINUE NORTHEAST FOR 0.05 MILE TO THE
 FE2090'STATION ON THE RIGHT.  TO REACH AZIMUTH MARK 2 FROM THE STATION
 FE2090'CONTINUE AHEAD NORTHEAST ALONG THE TOP OF THE LEVEE FOR 0.35 MILE TO
 FE2090'THE MARK ON THE RIGHT.
 FE2090'
 FE2090'THE STATION MARKS, STAMPED ---COOPER 2 1933 NO 7 1977---, ARE STANDARD
 FE2090'DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 FE2090'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 11 FEET EAST OF CENTER
 FE2090'OF THE ROAD, 4.5 FEET WEST-SOUTHWEST OF A METAL WITNESS POST, AND
 FE2090'ABOUT 0.5 FEET LOWER THAN THE ROAD.  THE UNDERGROUND DISK IS SET IN
 FE2090'THE TOP 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 SET IN
 FE2090'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 FE2090'GROUND.  IT IS 159 FEET NORTH OF A GRAVEL ROAD 53 FEET WEST OF A
 FE2090'BLADED ROAD, AND 41.5 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF
 FE2090'A HOUSE.
 FE2090'
 FE2090'REFERENCE MARK 8, STAMPED ---COOPER 2 1933 NO 8 1977---, IS A STANDARD
 FE2090'DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS FLUSH
 FE2090'WITH THE GROUND.  IT IS 11 FEET EAST OF CENTER OF THE LEVEE ROAD, AND
 FE2090'1.2 FEET NORTHEAST OF A METAL WITNESS POST.
 FE2090'
 FE2090'REFERENCE MARK 9, STAMPED ---COOPER 2 1933 NO 9 1977---, IS A STANDARD
 FE2090'DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS FLUSH
 FE2090'WITH THE GROUND SURFACE.  IT IS 11 FEET EAST OF CENTER OF THE LEVEE
 FE2090'ROAD, 2 FEET NORTHEAST OF A METAL WITNESS POST, AND ABOUT 0.5 FOOT
 FE2090'LOWER THAN THE LEVEE ROAD.
 FE2090'
 FE2090'AZIMUTH MARK 2, STAMPED ---COOPER 2 1933 1977---, IS A STANDARD DISK
 FE2090'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS FLUSH WITH
 FE2090'THE GROUND SURFACE.  IT IS 12 FEET EAST OF CENTER OF THE LEVEE ROAD, 2
 FE2090'FEET SOUTH OF A METAL WITNESS POST, AND ABOUT 1 FOOT LOWER THAN THE
 FE2090'ROAD.
 FE2090'
 FE2090'BM B 214, STAMPED ---B 214 1976---, IS A STANDARD DISK CRIMPED TO THE
 FE2090'TOP OF A 5/8-INCH DIAMETER STEEL ROD THAT IS 4 INCHES BELOW THE GROUND
 FE2090'SURFACE, AND SURROUNDED BY A 4-INCH DIAMETER PLASTIC PIPE WITH CAP.
 FE2090'IT IS 19 FEET WEST OF CENTER OF THE LEVEE ROAD, 2 FEET SOUTH OF A
 FE2090'METAL WITNESS POST, AND 2 FEET EAST OF MILEPOST MARKER 69.
 FE2090'
 FE2090'A 1/2-INCH DIAMETER RE-ENFORCEMENT ROD WAS SET AT THE STATION MARK,
 FE2090'COOPER 2, THE REFERENCE MARKS, AND AZIMUTH MARK.  HEIGHT OF LIGHT
 FE2090'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 WERE
 FE2090'RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1977.  THE DIRECTIONS
 FE2090'CHECKED THE 1977 DATA BUT NO DATA AVAILABLE TO CHECK THE 1977
 FE2090'DISTANCES.
 FE2090'
 FE2090'THE STATION IS LOCATED ABOUT 19.3 KM (12 MI) SOUTH OF BLYTHEVILLE, 8.0
 FE2090'KM (5 MI) NORTHEAST OF LUXORA, 0.8 KM (1/2 MI) NORTH OF THE
 FE2090'MISSISSIPPI RIVER AND ON TOP OF THE MAIN LEVEE.  PERMISSION FOR THE
 FE2090'STATION WAS OBTAINED FROM MR. BURRELL B. FAIR, CHIEF ENGINEER FOR THE
 FE2090'ST FRANCIS LEVEE DISTRICT, P.O. BOX 308, 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 WEST
 FE2090'JOHNSON STREET FOR 0.2 KM (0.15 MI) TO U.S. HIGHWAY 61 (NORTH WALNUT
 FE2090'STREET).  TURN RIGHT ON U.S. HIGHWAY 61 AND GO NORTHERLY FOR 10.3 KM
 FE2090'(6.4 MI) TO THE JUNCTION OF STATE HIGHWAY 120.  TURN RIGHT CROSSING
 FE2090'RAILROAD TRACK AND GO 9.4 KM (5.85 MI) TO A GRAVELED CROSSROAD. TURN
 FE2090'RIGHT AND GO SOUTH FOR 2.6 KM (1.6 MI) TO A T-ROAD JUNCTION.  TURN
 FE2090'RIGHT AND FOLLOW GRAVELED ROAD AT BASE OF LEVEE FOR 1.2 KM (0.75 MI)
 FE2090'TO A FRAME HOUSE AND COOPER 2 1933 ON THE RIGHT.  CONTINUE AHEAD FOR
 FE2090'0.2 KM (0.1 MI) TO A FORK.  TAKE LEFT FORK FOR 0.08 KM (0.05 MI) TO
 FE2090'TOP OF LEVEE AND A LOCKED GATE ON THE LEFT.  TURN LEFT THRU THE GATE
 FE2090'FOR 0.2 KM (0.1 MI) TO THE STATION ON THE RIGHT.  TO REACH THE AZIMUTH
 FE2090'MARK FROM THE STATION, CONTINUE STRAIGHT AHEAD FOR 0.4 KM (0.25 MI) TO
 FE2090'THE MARK ON THE RIGHT.
 FE2090'
 FE2090'THE STATION IS A STANDARD NGS REFERENCE MARK DISK STAMPED
 FE2090'---COOPER 2 1933 NO 7 1977---, SET INTO THE TOP OF A ROUND CONCRETE
 FE2090'MONUMENT 30 CM IN DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 1.9
 FE2090'METERS SOUTHEAST FROM A METAL WITNESS POST AND 1.4 METERS
 FE2090'SOUTH-SOUTHEAST FROM CENTER OF LEVEE ROAD.  THE UNDERGROUND MARK IS A
 FE2090'STANDARD NGS REFERENCE MARK DISK STAMPED
 FE2090'---COOPER 2 1933 NO 7 1977---, IMBEDDED IN AN IRREGULAR MASS OF
 FE2090'CONCRETE 1 METER BELOW THE SURFACE.
 FE2090'
 FE2090'REFERENCE MARK NUMBER 8 IS A STANDARD NGS DISK STAMPED
 FE2090'---COOPER 2 1933 NO 8 1977---, SET INTO THE TOP OF A ROUND CONCRETE
 FE2090'MONUMENT 30 CM IN DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 3.4
 FE2090'METERS SOUTH-SOUTHEAST FROM CENTER OF LEVEE ROAD AND 0.4 METER EAST
 FE2090'FROM A METAL WITNESS POST.  MARK IS LEVEL WITH STATION.
 FE2090'
 FE2090'REFERENCE MARK NUMBER 9 IS A STANDARD NGS DISK STAMPED
 FE2090'---COOPER 2 1933 NO 9 1977---, SET INTO THE TOP OF A ROUND CONCRETE
 FE2090'MONUMENT 30 CM IN DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 3.5
 FE2090'METERS SOUTH-SOUTHEAST FROM CENTER OF LEVEE ROAD AND 0.5 METER EAST
 FE2090'FROM A METAL WITNESS POST.  MARK IS LEVEL WITH STATION.
 FE2090'
 FE2090'AZIMUTH MARK NUMBER 1 IS A STANDARD NGS DISK STAMPED
 FE2090'---COOPER 2 1933 1977---, SET INTO THE TOP OF A ROUND CONCRETE
 FE2090'MONUMENT 30 CM IN DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 4.0
 FE2090'METERS SOUTH FROM CENTER OF LEVEE ROAD AND 1.0 METER WEST FROM A METAL
 FE2090'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'
 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 LEVEE
 FE2090'FOR 0.56 KM (0.35 MI) TO THE STATION ON THE LEFT.
 FE2090'
 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.  DESCRIBED BY D.A. BOWLING
 FE2090
 FE2090                          STATION RECOVERY (2008)
 FE2090
 FE2090'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2008 (DLB)
 FE2090'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FE2091 ***********************************************************************
 FE2091  DESIGNATION -  COOPER 2 RM 8
 FE2091  PID         -  FE2091
 FE2091  STATE/COUNTY-  AR/MISSISSIPPI
 FE2091  COUNTRY     -  US
 FE2091  USGS QUAD   -  ROSA (2017)
 FE2091
 FE2091                         *CURRENT SURVEY CONTROL
 FE2091  ______________________________________________________________________
 FE2091* NAD 83(1997) POSITION- 35 46 08.84944(N) 089 50 58.81855(W)   ADJUSTED
 FE2091* NAVD 88 ORTHO HEIGHT -    82.62  (+/-2cm)      271.1   (feet) VERTCON3
 FE2091  ______________________________________________________________________
 FE2091  GEOID HEIGHT    -        -27.741 (meters)                     GEOID18
 FE2091  LAPLACE CORR    -          0.69  (seconds)                    DEFLEC18
 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
 FE2091.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE2091.GEOID18 height accuracy estimate available here.
 FE2091
 FE2091.The vertical order pertains to the NGVD 29 superseded value.
 FE2091
 FE2091.Click photographs - Photos may exist for this station.
 FE2091
 FE2091.The Laplace correction was computed from DEFLEC18 derived deflections.
 FE2091
 FE2091. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999139  x   0.99994112  =   0.99993251
 FE2091!UTM  16      -   0.99999139  x   1.00041787  =   1.00040925
 FE2091
 FE2091_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4238562087(NAD 83)
 FE2091
 FE2091                          SUPERSEDED SURVEY CONTROL
 FE2091
 FE2091  NAD 83(1995)-  35 46 08.85019(N)    089 50 58.81841(W) AD(       ) 2
 FE2091  NAD 83(1990)-  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 (07/19/86)   82.7    (m)          271.     (f) VERT ANG       
 FE2091  NGVD 29 (11/26/84)   82.571  (m)          270.90   (f) ADJUSTED       
 FE2091
 FE2091.Superseded values are not recommended for survey control.
 FE2091
 FE2091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2091.See file dsdata.pdf to determine how the superseded data were derived.
 FE2091
 FE2091_MARKER: DR = REFERENCE MARK DISK
 FE2091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2091_STAMPING: COOPER 2 1933 NO 8 1977
 FE2091_MARK LOGO: NGS
 FE2091_PROJECTION: FLUSH
 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 (LHW)
 FE2091'5.3 MI NORTHEAST ALONG THE LEVEE FROM THE JUNCTION OF MAIN STREET IN
 FE2091'LUXORA, 85.04 FEET EAST-NORTHEAST OF COOPER 2 RM 7, 11 FEET EAST OF
 FE2091'THE CENTERLINE OF THE LEVEE ROAD, 1.5 FEET NORTHEAST OF A METAL
 FE2091'WITNESS POST AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 FE2091'GROUND.  SW 1/4 SECTION 6, T13N, R12E.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0156 ***********************************************************************
 EJ0156  DESIGNATION -  COP
 EJ0156  PID         -  EJ0156
 EJ0156  STATE/COUNTY-  AR/SALINE
 EJ0156  COUNTRY     -  US
 EJ0156  USGS QUAD   -  BRYANT (2017)
 EJ0156
 EJ0156                         *CURRENT SURVEY CONTROL
 EJ0156  ______________________________________________________________________
 EJ0156* NAD 83(1986) POSITION- 34 36 48.     (N) 092 28 01.     (W)   SCALED
 EJ0156* NAVD 88 ORTHO HEIGHT -   104.870 (meters)      344.06  (feet) ADJUSTED
 EJ0156  ______________________________________________________________________
 EJ0156  GEOID HEIGHT    -        -26.406 (meters)                     GEOID18
 EJ0156  DYNAMIC HEIGHT  -        104.772 (meters)      343.74  (feet) COMP
 EJ0156  MODELED GRAVITY -    979,695.5   (mgal)                       NAVD 88
 EJ0156
 EJ0156  VERT ORDER      -  FIRST     CLASS II
 EJ0156
 EJ0156.The horizontal coordinates were scaled from a map and have
 EJ0156.an estimated accuracy of +/- 6 seconds.
 EJ0156
 EJ0156.The orthometric height was determined by differential leveling and
 EJ0156.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0156.in June 1991.
 EJ0156
 EJ0156.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0156.GEOID18 height accuracy estimate available here.
 EJ0156
 EJ0156.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU488302(NAD 83)
 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
 EJ0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0156.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0156
 EJ0156_MARKER: DD = SURVEY DISK
 EJ0156_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0156_STAMPING: COP 1934
 EJ0156_MARK LOGO: CGS+SS
 EJ0156_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0156
 EJ0156  HISTORY     - Date     Condition        Report By
 EJ0156  HISTORY     - 1934     MONUMENTED       ARGS
 EJ0156  HISTORY     - 1935     GOOD             CGS
 EJ0156  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0156  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ0156
 EJ0156                          STATION DESCRIPTION
 EJ0156
 EJ0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0156'1.8 MILES SOUTHWEST OF ALEXANDER ALONG M.P.RY. FROM STATION, ABOUT 500
 EJ0156'FEET NORTHEAST OF DIRT ROAD CROSSING, ABOUT 115 FEET SOUTHWEST OF MILE
 EJ0156'POST NO. 360-20, 22.3 FEET NORTHWEST OF THE CENTERLINE OF THE
 EJ0156'NORTHWEST TRACK OF MISSOURI PACIFIC R.R., 16.4 FEET NORTHEAST OF
 EJ0156'TELEGRAPH POLE E-54 AND 12 FEET SOUTHEAST OF R/W FENCE.  TABLET SET IN
 EJ0156'PRECAST CONCRETE POST 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 = MARCH 20, 2026 22:17:28 EDT
 DL1423 ***********************************************************************
 DL1423  DESIGNATION -  COPELAND
 DL1423  PID         -  DL1423
 DL1423  STATE/COUNTY-  AR/CLARK
 DL1423  COUNTRY     -  US
 DL1423  USGS QUAD   -  CURTIS (2017)
 DL1423
 DL1423                         *CURRENT SURVEY CONTROL
 DL1423  ______________________________________________________________________
 DL1423* NAD 83(1997) POSITION- 33 58 33.57331(N) 093 01 26.99996(W)   ADJUSTED
 DL1423* NAVD 88 ORTHO HEIGHT -   117.3   (meters)      385.    (feet) VERTCON3
 DL1423  ______________________________________________________________________
 DL1423  GEOID HEIGHT    -        -26.649 (meters)                     GEOID18
 DL1423  LAPLACE CORR    -          1.34  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1423.GEOID18 height accuracy estimate available here.
 DL1423
 DL1423.Click photographs - Photos may exist for this station.
 DL1423
 DL1423.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1423
 DL1423. The following values were computed from the NAD 83(1997) position.
 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  =   0.99990476
 DL1423!UTM  15      -   0.99998577  x   0.99960006  =   0.99958584
 DL1423
 DL1423:                Primary Azimuth Mark                     Grid Az
 DL1423:SPC AR S     -  COPELAND AZ MK                           161 10 55.2
 DL1423:UTM  15      -  COPELAND AZ MK                           160 37 20.2
 DL1423
 DL1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT9776759494(NAD 83)
 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(1993)-  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
 DL1423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1423.See file dsdata.pdf to determine how the superseded data were derived.
 DL1423
 DL1423_MARKER: DS = TRIANGULATION STATION DISK
 DL1423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1423_STAMPING: COPELAND 1941
 DL1423_MARK LOGO: CGS
 DL1423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1423+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1802 ***********************************************************************
 FF1802  DESIGNATION -  CORD
 FF1802  PID         -  FF1802
 FF1802  STATE/COUNTY-  AR/INDEPENDENCE
 FF1802  COUNTRY     -  US
 FF1802  USGS QUAD   -  CORD (2017)
 FF1802
 FF1802                         *CURRENT SURVEY CONTROL
 FF1802  ______________________________________________________________________
 FF1802* NAD 83(1997) POSITION- 35 48 06.26074(N) 091 21 11.65778(W)   ADJUSTED
 FF1802* NAVD 88 ORTHO HEIGHT -    98.    (meters)      322.    (feet) SCALED
 FF1802  ______________________________________________________________________
 FF1802  GEOID HEIGHT    -        -27.810 (meters)                     GEOID18
 FF1802  LAPLACE CORR    -         -1.12  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1802.GEOID18 height accuracy estimate available here.
 FF1802
 FF1802.Click photographs - Photos may exist for this station.
 FF1802
 FF1802.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1802
 FF1802. The following values were computed from the NAD 83(1997) position.
 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     -   0.99998897  x   0.99994312  =   0.99993209
 FF1802!UTM  15      -   0.99998897  x   0.99987282  =   0.99986179
 FF1802
 FF1802:                Primary Azimuth Mark                     Grid Az
 FF1802:SPC AR N     -  CORD AZ MK                               044 31 14.1
 FF1802:UTM  15      -  CORD AZ MK                               043 56 00.4
 FF1802
 FF1802_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV4879563209(NAD 83)
 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(1995)-  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
 FF1802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1802.See file dsdata.pdf to determine how the superseded data were derived.
 FF1802
 FF1802_MARKER: DS = TRIANGULATION STATION DISK
 FF1802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1802_STAMPING: CORD 1954
 FF1802_MARK LOGO: CGS
 FF1802_PROJECTION: FLUSH
 FF1802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1802+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2994 ***********************************************************************
 EH2994  DESIGNATION -  CORINTH
 EH2994  PID         -  EH2994
 EH2994  STATE/COUNTY-  AR/ARKANSAS
 EH2994  COUNTRY     -  US
 EH2994  USGS QUAD   -  HUMPHREY SW (2017)
 EH2994
 EH2994                         *CURRENT SURVEY CONTROL
 EH2994  ______________________________________________________________________
 EH2994* NAD 83(1997) POSITION- 34 22 19.82617(N) 091 38 56.64986(W)   ADJUSTED
 EH2994* NAVD 88 ORTHO HEIGHT -    58.22  (+/-2cm)      191.0   (feet) VERTCON3
 EH2994  ______________________________________________________________________
 EH2994  GEOID HEIGHT    -        -26.307 (meters)                     GEOID18
 EH2994  LAPLACE CORR    -         -1.08  (seconds)                    DEFLEC18
 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
 EH2994.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2994.GEOID18 height accuracy estimate available here.
 EH2994
 EH2994.The vertical order pertains to the NGVD 29 superseded value.
 EH2994
 EH2994.Click photographs - Photos may exist for this station.
 EH2994
 EH2994.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2994
 EH2994. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 EH2994:SPC AR S     -  CORINTH AZ MK                            185 05 06.9
 EH2994:UTM  15      -  CORINTH AZ MK                            184 31 08.0
 EH2994
 EH2994_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU2421304249(NAD 83)
 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              58.26   (m)          191.1    (f) LEVELING    3  
 EH2994
 EH2994.Superseded values are not recommended for survey control.
 EH2994
 EH2994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2994.See file dsdata.pdf to determine how the superseded data were derived.
 EH2994
 EH2994_MARKER: DS = TRIANGULATION STATION DISK
 EH2994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2994_STAMPING: CORINTH 1965
 EH2994_MARK LOGO: CGS
 EH2994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2994+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DR7094 ***********************************************************************
 DR7094  DESIGNATION -  CORLEY
 DR7094  PID         -  DR7094
 DR7094  STATE/COUNTY-  AR/CRITTENDEN
 DR7094  COUNTRY     -  US
 DR7094  USGS QUAD   -  NORTHWEST MEMPHIS (2019)
 DR7094
 DR7094                         *CURRENT SURVEY CONTROL
 DR7094  ______________________________________________________________________
 DR7094* NAD 83(1986) POSITION- 35 09 10.7    (N) 090 04 41.7    (W)   HD_HELD2
 DR7094* NAVD 88 ORTHO HEIGHT -    76.695 (meters)      251.62  (feet) ADJUSTED
 DR7094  ______________________________________________________________________
 DR7094  GEOID HEIGHT    -        -27.337 (meters)                     GEOID18
 DR7094  DYNAMIC HEIGHT  -         76.626 (meters)      251.40  (feet) COMP
 DR7094  MODELED GRAVITY -    979,730.1   (mgal)                       NAVD 88
 DR7094
 DR7094  VERT ORDER      -  SECOND    CLASS I
 DR7094
 DR7094.The horizontal coordinates were established by autonomous hand held GPS
 DR7094.observations and have an estimated accuracy of +/- 10 meters.
 DR7094
 DR7094.The orthometric height was determined by differential leveling and
 DR7094.adjusted by the NATIONAL GEODETIC SURVEY
 DR7094.in January 2022.
 DR7094
 DR7094.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7094.GEOID18 height accuracy estimate available here.
 DR7094
 DR7094.Click photographs - Photos may exist for this station.
 DR7094
 DR7094.The dynamic height is computed by dividing the NAVD 88
 DR7094.geopotential number by the normal gravity value computed on the
 DR7094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7094.degrees latitude (g = 980.6199 gals.).
 DR7094
 DR7094.The modeled gravity was interpolated from observed gravity values.
 DR7094
 DR7094;                    North         East    Units  Estimated Accuracy
 DR7094;SPC AR N     -    92,641.      575,089.      MT  (+/- 10 meters HH2 GPS)
 DR7094
 DR7094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6615693916(NAD 83)
 DR7094
 DR7094                          SUPERSEDED SURVEY CONTROL
 DR7094
 DR7094.No superseded survey control is available for this station.
 DR7094
 DR7094_MARKER: DB = BENCH MARK DISK
 DR7094_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DR7094_SP_SET: BRIDGE ABUTMENT
 DR7094_STAMPING: CORLEY 2021
 DR7094_MARK LOGO: ARHD
 DR7094_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR7094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7094_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7094+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2021
 DR7094
 DR7094  HISTORY     - Date     Condition        Report By
 DR7094  HISTORY     - 20210629 MONUMENTED       ARHD
 DR7094
 DR7094                          STATION DESCRIPTION
 DR7094
 DR7094'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2021 (JDH)
 DR7094'THE MARK IS LOCATED ABOUT 13.5 MI (21.7 KM) EAST-NORTHEAST OF
 DR7094'EDMONDSON, 12.4 MI (20.0 KM) SOUTHEAST OF JERICHO AND 6.0 MI (9.7 KM)
 DR7094'EAST OF WEST MEMPHIS.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7094'
 DR7094'TO REACH FROM THE INTERSECTION OF US I-40 AND STATE HIGHWAY 27, GO
 DR7094'EAST ALONG I-40 FOR 2.85 MI (4.59 KM) TO THE STATION ON THE RIGHT.
 DR7094'
 DR7094'IT IS 6 FT (1.8 M) SOUTH OF THE EDGE OF THE I-40 EAST BOUND LANE, 15
 DR7094'FT (4.6 M) WEST OF THE SOUTHWEST CORNER OF THE BRIDGE AND 5 FT (1.5 M)
 DR7094'SOUTH OF A GUARD RAIL.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GE1020 ***********************************************************************
 GE1020  DESIGNATION -  CORN
 GE1020  PID         -  GE1020
 GE1020  STATE/COUNTY-  AR/CLAY
 GE1020  COUNTRY     -  US
 GE1020  USGS QUAD   -  CORNING (2017)
 GE1020
 GE1020                         *CURRENT SURVEY CONTROL
 GE1020  ______________________________________________________________________
 GE1020* NAD 83(1997) POSITION- 36 27 12.01548(N) 090 35 06.17663(W)   ADJUSTED
 GE1020* NAVD 88 ORTHO HEIGHT -    91.    (meters)      299.    (feet) SCALED
 GE1020  ______________________________________________________________________
 GE1020  GEOID HEIGHT    -        -28.808 (meters)                     GEOID18
 GE1020  LAPLACE CORR    -          0.26  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE1020.GEOID18 height accuracy estimate available here.
 GE1020
 GE1020.Click photographs - Photos may exist for this station.
 GE1020
 GE1020.The Laplace correction was computed from DEFLEC18 derived deflections.
 GE1020
 GE1020. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 GE1020:SPC AR N     -  CORN AZ MK                               184 05 55.8
 GE1020:SPC MO E     -  CORN AZ MK                               184 58 21.8
 GE1020:UTM  15      -  CORN AZ MK                               183 29 12.3
 GE1020
 GE1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA1642036943(NAD 83)
 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
 GE1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1020.See file dsdata.pdf to determine how the superseded data were derived.
 GE1020
 GE1020_MARKER: DS = TRIANGULATION STATION DISK
 GE1020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE1020_STAMPING: CORN 1955
 GE1020_MARK LOGO: CGS
 GE1020_PROJECTION: FLUSH
 GE1020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE1020+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GE1021 ***********************************************************************
 GE1021  DESIGNATION -  CORN 2
 GE1021  PID         -  GE1021
 GE1021  STATE/COUNTY-  AR/CLAY
 GE1021  COUNTRY     -  US
 GE1021  USGS QUAD   -  CORNING (2017)
 GE1021
 GE1021                         *CURRENT SURVEY CONTROL
 GE1021  ______________________________________________________________________
 GE1021* NAD 83(1997) POSITION- 36 27 11.96394(N) 090 35 06.43871(W)   ADJUSTED
 GE1021* NAVD 88 ORTHO HEIGHT -    91.    (meters)      299.    (feet) SCALED
 GE1021  ______________________________________________________________________
 GE1021  GEOID HEIGHT    -        -28.808 (meters)                     GEOID18
 GE1021  LAPLACE CORR    -          0.26  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE1021.GEOID18 height accuracy estimate available here.
 GE1021
 GE1021.Click photographs - Photos may exist for this station.
 GE1021
 GE1021.The Laplace correction was computed from DEFLEC18 derived deflections.
 GE1021
 GE1021. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 GE1021:SPC AR N     -  CORN 2 AZ MK                             184 04 41.5
 GE1021:SPC MO E     -  CORN 2 AZ MK                             184 57 07.5
 GE1021:UTM  15      -  CORN 2 AZ MK                             183 27 58.0
 GE1021
 GE1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA1641336941(NAD 83)
 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
 GE1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1021.See file dsdata.pdf to determine how the superseded data were derived.
 GE1021
 GE1021_MARKER: DS = TRIANGULATION STATION DISK
 GE1021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE1021_STAMPING: CORN 2 1957
 GE1021_MARK LOGO: CGS
 GE1021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE1021+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 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  COUNTRY     -  US
 DG5155  USGS QUAD   -  ALEXANDER (2017)
 DG5155
 DG5155                         *CURRENT SURVEY CONTROL
 DG5155  ______________________________________________________________________
 DG5155* NAD 83(CORS) POSITION- 34 44 35.13299(N) 092 24 11.60593(W)   ADJUSTED
 DG5155* NAD 83(CORS) ELLIP HT-   125.642 (meters)        (02/??/04)   ADJUSTED
 DG5155* NAD 83(CORS) EPOCH   -  2002.00
 DG5155  ______________________________________________________________________
 DG5155  GEOID HEIGHT    -        -26.681 (meters)                     GEOID18
 DG5155  NAD 83(CORS) X  -   -220,009.196 (meters)                     COMP
 DG5155  NAD 83(CORS) Y  - -5,242,210.381 (meters)                     COMP
 DG5155  NAD 83(CORS) Z  -  3,614,555.401 (meters)                     COMP
 DG5155  HORZ ORDER      -  SPECIAL (CORS)
 DG5155  ELLP ORDER      -  SPECIAL (CORS)
 DG5155
 DG5155.Formal positional accuracy estimates are not available for this CORS
 DG5155.because its coordinates were determined in part using modeled velocities.
 DG5155.A time-series residual plot is available that shows daily coordinate
 DG5155.variations relative to the published coordinates and modeled velocities.
 DG5155.Large residuals may indicate a potential error in the modeled velocities.
 DG5155
 DG5155.Residual plot at:
 DG5155.https://geodesy.noaa.gov/CORS/ncn_station_pages/index.html?stationID=ARK1.
 DG5155
 DG5155.The coordinates were established by GPS observations
 DG5155.and adjusted by the National Geodetic Survey in February 2004.
 DG5155
 DG5155.The datum tag of NAD 83(CORS) is equivalent to NAD 83(CORS96). 
 DG5155
 DG5155.The coordinates are valid at the epoch date displayed above
 DG5155.which is a decimal equivalence of Year/Month/Day.
 DG5155
 DG5155.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DG5155.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DG5155.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DG5155.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DG5155.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DG5155.published epoch of 2010.00.
 DG5155
 DG5155.Additional information on MYCS is available at:
 DG5155.https://geodesy.noaa.gov/CORS/index.shtml
 DG5155
 DG5155.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG5155.GEOID18 height accuracy estimate available here.
 DG5155
 DG5155.The PID for the CORS L1 Phase Center is DG5156.
 DG5155
 DG5155.Click photographs - Photos may exist for this station.
 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 following values were computed from the NAD 83(CORS) position.
 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;UTM  15      - 3,844,715.735   554,626.815   MT  0.99963678   +0 20 24.4
 DG5155
 DG5155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5155!SPC AR S     -   0.99998028  x   0.99999483  =   0.99997511
 DG5155!UTM  15      -   0.99998028  x   0.99963678  =   0.99961707
 DG5155
 DG5155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5462644715(NAD 83)
 DG5155
 DG5155                          SUPERSEDED SURVEY CONTROL
 DG5155
 DG5155.No superseded survey control is available for this station.
 DG5155
 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'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DG5155'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DG5155'AND LOG FILES ACCESSIBLE AT:
 DG5155'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK2109 ***********************************************************************
 DK2109  DESIGNATION -  CORNERVILLE
 DK2109  PID         -  DK2109
 DK2109  STATE/COUNTY-  AR/LINCOLN
 DK2109  COUNTRY     -  US
 DK2109  USGS QUAD   -  CORNERVILLE (2017)
 DK2109
 DK2109                         *CURRENT SURVEY CONTROL
 DK2109  ______________________________________________________________________
 DK2109* NAD 83(1997) POSITION- 33 50 36.68247(N) 091 56 36.74865(W)   ADJUSTED
 DK2109* NAVD 88 ORTHO HEIGHT -    75.16  (+/-2cm)      246.6   (feet) VERTCON3
 DK2109  ______________________________________________________________________
 DK2109  GEOID HEIGHT    -        -25.795 (meters)                     GEOID18
 DK2109  LAPLACE CORR    -          0.40  (seconds)                    DEFLEC18
 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
 DK2109.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK2109.GEOID18 height accuracy estimate available here.
 DK2109
 DK2109.The vertical order pertains to the NGVD 29 superseded value.
 DK2109
 DK2109.Click photographs - Photos may exist for this station.
 DK2109
 DK2109.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK2109
 DK2109. The following values were computed from the NAD 83(1997) position.
 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  =   0.99971002
 DK2109
 DK2109:                Primary Azimuth Mark                     Grid Az
 DK2109:SPC AR S     -  CORNERVILLE AZ MK                        252 21 50.2
 DK2109:UTM  15      -  CORNERVILLE AZ MK                        251 48 25.7
 DK2109
 DK2109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT9774245308(NAD 83)
 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              75.25   (m)          246.9    (f) LEVELING    3  
 DK2109
 DK2109.Superseded values are not recommended for survey control.
 DK2109
 DK2109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2109.See file dsdata.pdf to determine how the superseded data were derived.
 DK2109
 DK2109_MARKER: DS = TRIANGULATION STATION DISK
 DK2109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2109_STAMPING: CORNERVILLE 1964
 DK2109_MARK LOGO: CGS
 DK2109_PROJECTION: FLUSH
 DK2109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK2109+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1369 ***********************************************************************
 DL1369  DESIGNATION -  CORNIE
 DL1369  PID         -  DL1369
 DL1369  STATE/COUNTY-  AR/UNION
 DL1369  COUNTRY     -  US
 DL1369  USGS QUAD   -  MARYSVILLE (2017)
 DL1369
 DL1369                         *CURRENT SURVEY CONTROL
 DL1369  ______________________________________________________________________
 DL1369* NAD 83(1997) POSITION- 33 08 07.92885(N) 092 56 27.75574(W)   ADJUSTED
 DL1369* NAVD 88 ORTHO HEIGHT -    89.8   (meters)      295.    (feet) VERTCON3
 DL1369  ______________________________________________________________________
 DL1369  GEOID HEIGHT    -        -26.289 (meters)                     GEOID18
 DL1369  LAPLACE CORR    -         -0.18  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1369.GEOID18 height accuracy estimate available here.
 DL1369
 DL1369.Click photographs - Photos may exist for this station.
 DL1369
 DL1369.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1369
 DL1369. The following values were computed from the NAD 83(1997) position.
 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     -  HAYES                                    218 43 08.9
 DL1369:UTM  15      -  HAYES                                    218 09 36.8
 DL1369
 DL1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS0549966314(NAD 83)
 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(1993)-  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
 DL1369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1369.See file dsdata.pdf to determine how the superseded data were derived.
 DL1369
 DL1369_MARKER: DS = TRIANGULATION STATION DISK
 DL1369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1369_STAMPING: CORNIE 1965
 DL1369_MARK LOGO: CGS
 DL1369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1369+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1370 ***********************************************************************
 DL1370  DESIGNATION -  CORNIE RM A
 DL1370  PID         -  DL1370
 DL1370  STATE/COUNTY-  AR/UNION
 DL1370  COUNTRY     -  US
 DL1370  USGS QUAD   -  MARYSVILLE (2017)
 DL1370
 DL1370                         *CURRENT SURVEY CONTROL
 DL1370  ______________________________________________________________________
 DL1370* NAD 83(1997) POSITION- 33 08 08.19102(N) 092 56 28.67022(W)   ADJUSTED
 DL1370* NAVD 88 ORTHO HEIGHT -    90.1   (meters)      296.    (feet) VERTCON3
 DL1370  ______________________________________________________________________
 DL1370  GEOID HEIGHT    -        -26.289 (meters)                     GEOID18
 DL1370  LAPLACE CORR    -         -0.17  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1370.GEOID18 height accuracy estimate available here.
 DL1370
 DL1370.Click photographs - Photos may exist for this station.
 DL1370
 DL1370.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1370
 DL1370. The following values were computed from the NAD 83(1997) position.
 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  =   1.00003049
 DL1370!UTM  15      -   0.99998998  x   0.99960037  =   0.99959035
 DL1370
 DL1370:                Primary Azimuth Mark                     Grid Az
 DL1370:SPC AR S     -  HAYES                                    218 35 56.1
 DL1370:UTM  15      -  HAYES                                    218 02 24.0
 DL1370
 DL1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS0547566322(NAD 83)
 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(1993)-  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
 DL1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1370.See file dsdata.pdf to determine how the superseded data were derived.
 DL1370
 DL1370_MARKER: DS = TRIANGULATION STATION DISK
 DL1370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1370_STAMPING: CORNIE RM A 1965
 DL1370_MARK LOGO: CGS
 DL1370_PROJECTION: FLUSH
 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 = MARCH 20, 2026 22:17:28 EDT
 GE1017 ***********************************************************************
 GE1017  DESIGNATION -  CORNING GRAIN DRIER
 GE1017  PID         -  GE1017
 GE1017  STATE/COUNTY-  AR/CLAY
 GE1017  COUNTRY     -  US
 GE1017  USGS QUAD   -  CORNING (2017)
 GE1017
 GE1017                         *CURRENT SURVEY CONTROL
 GE1017  ______________________________________________________________________
 GE1017* NAD 83(1997) POSITION- 36 25 02.85234(N) 090 34 24.19552(W)   ADJUSTED
 GE1017  ______________________________________________________________________
 GE1017  GEOID HEIGHT    -        -28.700 (meters)                     GEOID18
 GE1017  LAPLACE CORR    -          0.06  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE1017.GEOID18 height accuracy estimate available here.
 GE1017
 GE1017.Click photographs - Photos may exist for this station.
 GE1017
 GE1017.The Laplace correction was computed from DEFLEC18 derived deflections.
 GE1017
 GE1017. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA1756532988(NAD 83)
 GE1017
 GE1017                          SUPERSEDED SURVEY CONTROL
 GE1017
 GE1017  NAD 83(1986)-  36 25 02.85889(N)    090 34 24.19542(W) AD(       ) 3
 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
 GE1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1017.See file dsdata.pdf to determine how the superseded data were derived.
 GE1017
 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 = MARCH 20, 2026 22:17:28 EDT
 GE1185 ***********************************************************************
 GE1185  DESIGNATION -  CORNPORT
 GE1185  PID         -  GE1185
 GE1185  STATE/COUNTY-  AR/CLAY
 GE1185  COUNTRY     -  US
 GE1185  USGS QUAD   -  DATTO (2017)
 GE1185
 GE1185                         *CURRENT SURVEY CONTROL
 GE1185  ______________________________________________________________________
 GE1185* NAD 83(1997) POSITION- 36 24 16.77702(N) 090 38 56.47453(W)   ADJUSTED
 GE1185* NAD 83(1997) ELLIP HT-    60.344 (meters)        (09/24/01)   ADJUSTED
 GE1185* NAVD 88 ORTHO HEIGHT -    89.0   (meters)      292.    (feet) VERTCON3
 GE1185  ______________________________________________________________________
 GE1185  GEOID HEIGHT    -        -28.657 (meters)                     GEOID18
 GE1185  NAD 83(1997) X  -    -58,216.988 (meters)                     COMP
 GE1185  NAD 83(1997) Y  - -5,139,196.688 (meters)                     COMP
 GE1185  NAD 83(1997) Z  -  3,764,460.644 (meters)                     COMP
 GE1185  LAPLACE CORR    -         -0.19  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE1185.GEOID18 height accuracy estimate available here.
 GE1185
 GE1185.Click photographs - Photos may exist for this station.
 GE1185
 GE1185.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GE1185
 GE1185.The Laplace correction was computed from DEFLEC18 derived deflections.
 GE1185
 GE1185.The ellipsoidal height was determined by GPS observations
 GE1185.and is referenced to NAD 83.
 GE1185
 GE1185. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA1081831400(NAD 83)
 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)   60.429  (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)  RAPSU86  model used  GPS OBS        
 GE1185
 GE1185.Superseded values are not recommended for survey control.
 GE1185
 GE1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1185.See file dsdata.pdf to determine how the superseded data were derived.
 GE1185
 GE1185_MARKER: I = METAL ROD
 GE1185_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 GE1186 ***********************************************************************
 GE1186  DESIGNATION -  CORNPORT AZ MK
 GE1186  PID         -  GE1186
 GE1186  STATE/COUNTY-  AR/CLAY
 GE1186  COUNTRY     -  US
 GE1186  USGS QUAD   -  DATTO (2017)
 GE1186
 GE1186                         *CURRENT SURVEY CONTROL
 GE1186  ______________________________________________________________________
 GE1186* NAD 83(1997) POSITION- 36 24 01.40468(N) 090 38 56.53782(W)   ADJUSTED
 GE1186* NAD 83(1997) ELLIP HT-    60.144 (meters)        (09/24/01)   ADJUSTED
 GE1186* NAVD 88 ORTHO HEIGHT -    88.8   (meters)      291.    (feet) VERTCON3
 GE1186  ______________________________________________________________________
 GE1186  GEOID HEIGHT    -        -28.645 (meters)                     GEOID18
 GE1186  NAD 83(1997) X  -    -58,221.749 (meters)                     COMP
 GE1186  NAD 83(1997) Y  - -5,139,477.694 (meters)                     COMP
 GE1186  NAD 83(1997) Z  -  3,764,079.145 (meters)                     COMP
 GE1186  LAPLACE CORR    -         -0.19  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE1186.GEOID18 height accuracy estimate available here.
 GE1186
 GE1186.Click photographs - Photos may exist for this station.
 GE1186
 GE1186.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GE1186
 GE1186.The Laplace correction was computed from DEFLEC18 derived deflections.
 GE1186
 GE1186.The ellipsoidal height was determined by GPS observations
 GE1186.and is referenced to NAD 83.
 GE1186
 GE1186. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA1082830926(NAD 83)
 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)   60.229  (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)  RAPSU86  model used  GPS OBS        
 GE1186
 GE1186.Superseded values are not recommended for survey control.
 GE1186
 GE1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1186.See file dsdata.pdf to determine how the superseded data were derived.
 GE1186
 GE1186_MARKER: I = METAL ROD
 GE1186_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0144 ***********************************************************************
 GF0144  DESIGNATION -  COTTER
 GF0144  PID         -  GF0144
 GF0144  STATE/COUNTY-  AR/BAXTER
 GF0144  COUNTRY     -  US
 GF0144  USGS QUAD   -  COTTER (2017)
 GF0144
 GF0144                         *CURRENT SURVEY CONTROL
 GF0144  ______________________________________________________________________
 GF0144* NAD 83(1986) POSITION- 36 16 29.     (N) 092 31 42.     (W)   SCALED
 GF0144* NAVD 88 ORTHO HEIGHT -   187.711 (meters)      615.85  (feet) ADJUSTED
 GF0144  ______________________________________________________________________
 GF0144  GEOID HEIGHT    -        -28.477 (meters)                     GEOID18
 GF0144  DYNAMIC HEIGHT  -        187.552 (meters)      615.33  (feet) COMP
 GF0144  MODELED GRAVITY -    979,779.0   (mgal)                       NAVD 88
 GF0144
 GF0144  VERT ORDER      -  SECOND    CLASS 0
 GF0144
 GF0144.The horizontal coordinates were scaled from a map and have
 GF0144.an estimated accuracy of +/- 6 seconds.
 GF0144
 GF0144.The orthometric height was determined by differential leveling and
 GF0144.adjusted by the NATIONAL GEODETIC SURVEY
 GF0144.in June 1991.
 GF0144
 GF0144.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0144.GEOID18 height accuracy estimate available here.
 GF0144
 GF0144.Click photographs - Photos may exist for this station.
 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  Estimated Accuracy
 GF0144;SPC AR N     -   215,520.      352,530.      MT  (+/- 180 meters Scaled)
 GF0144
 GF0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA423145(NAD 83)
 GF0144
 GF0144                          SUPERSEDED SURVEY CONTROL
 GF0144
 GF0144  NGVD 29 (??/??/92)  187.61   (m)          615.5    (f) COMPUTED    2 0
 GF0144
 GF0144.Superseded values are not recommended for survey control.
 GF0144
 GF0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0144.See file dsdata.pdf to determine how the superseded data were derived.
 GF0144
 GF0144_MARKER: DB = BENCH MARK DISK
 GF0144_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GF0144_SP_SET: BUILDING
 GF0144_STAMPING: COTTER 1934
 GF0144_MARK LOGO: CGS
 GF0144_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GF0144
 GF0144  HISTORY     - Date     Condition        Report By
 GF0144  HISTORY     - 1934     MONUMENTED       CGS
 GF0144
 GF0144                          STATION DESCRIPTION
 GF0144
 GF0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GF0144'IN COTTER.  AT THE COTTER PUBLIC SCHOOL, IN THE SOUTH FACE OF THE
 GF0144'SOUTHWEST CORNER OF THE BUILDING, 4 FT. ABOVE THE GROUND AND 3.5 FEET
 GF0144'EAST OF THE CORNER OF THE BUILDING.  TABLET SET VERTICALLY IN
 GF0144'CONCRETE SCHOOL BUILDING.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR6267 ***********************************************************************
 DR6267  DESIGNATION -  COTTER
 DR6267  PID         -  DR6267
 DR6267  STATE/COUNTY-  AR/BAXTER
 DR6267  COUNTRY     -  US
 DR6267  USGS QUAD   -  COTTER (2017)
 DR6267
 DR6267                         *CURRENT SURVEY CONTROL
 DR6267  ______________________________________________________________________
 DR6267* NAD 83(1997) POSITION- 36 16 29.24000(N) 092 31 41.87230(W)   ADJUSTED
 DR6267  ______________________________________________________________________
 DR6267  GEOID HEIGHT    -        -28.477 (meters)                     GEOID18
 DR6267  LAPLACE CORR    -          0.42  (seconds)                    DEFLEC18
 DR6267  HORZ ORDER      -  THIRD
 DR6267
 DR6267.The horizontal coordinates were established by classical geodetic methods
 DR6267.and adjusted by the National Geodetic Survey in September 1999.
 DR6267
 DR6267.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6267.GEOID18 height accuracy estimate available here.
 DR6267
 DR6267.Click photographs - Photos may exist for this station.
 DR6267
 DR6267.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR6267
 DR6267. The following values were computed from the NAD 83(1997) position.
 DR6267
 DR6267;                    North         East     Units Scale Factor Converg.
 DR6267;SPC AR N     -   215,523.422   352,532.340   MT  1.00000846   -0 18 26.7
 DR6267;SPC AR N     -   707,096.43  1,156,599.85   sFT  1.00000846   -0 18 26.7
 DR6267;UTM  15      - 4,014,530.440   542,365.561   MT  0.99962211   +0 16 44.7
 DR6267
 DR6267:                Primary Azimuth Mark                     Grid Az
 DR6267:SPC AR N     -  COTTER AZ MK                             014 55 07.7
 DR6267:UTM  15      -  COTTER AZ MK                             014 19 56.3
 DR6267
 DR6267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA4236514530(NAD 83)
 DR6267
 DR6267|---------------------------------------------------------------------|
 DR6267| PID    Reference Object                     Distance      Geod. Az  |
 DR6267|                                                           dddmmss.s |
 DR6267| CI0657 COTTER RM 1                          12.682 METERS 01400     |
 DR6267| CI0656 COTTER AZ MK                                       0143641.0 |
 DR6267| GF0694 COTTER MUNICIPAL TANK               110.392 METERS 22609     |
 DR6267| CI0658 COTTER RM 2                          12.918 METERS 24652     |
 DR6267| GF0698 FLIPPIN MUNICIPAL AIRPORT BCN       APPROX. 5.6 KM 2884517.2 |
 DR6267|---------------------------------------------------------------------|
 DR6267
 DR6267                          SUPERSEDED SURVEY CONTROL
 DR6267
 DR6267  NAD 83(1986)-  36 16 29.25222(N)    092 31 41.87414(W) AD(       ) 3
 DR6267  NAD 27      -  36 16 29.00800(N)    092 31 41.28900(W) AD(       ) 3
 DR6267
 DR6267.Superseded values are not recommended for survey control.
 DR6267
 DR6267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR6267.See file dsdata.pdf to determine how the superseded data were derived.
 DR6267
 DR6267_MARKER: DS = TRIANGULATION STATION DISK
 DR6267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR6267_STAMPING: COTTER 1954
 DR6267_MARK LOGO: CGS
 DR6267_PROJECTION: FLUSH
 DR6267_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR6267+STABILITY: SURFACE MOTION
 DR6267_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6267+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2004
 DR6267
 DR6267  HISTORY     - Date     Condition        Report By
 DR6267  HISTORY     - 1954     MONUMENTED       CGS
 DR6267  HISTORY     - 1954     GOOD             CGS
 DR6267  HISTORY     - 1964     GOOD             USFS
 DR6267  HISTORY     - 1965     GOOD             CGS
 DR6267  HISTORY     - 1979     GOOD             DOD
 DR6267  HISTORY     - 20040831 GOOD             USPSQD
 DR6267  HISTORY     - 20060909 GOOD             GEOCAC
 DR6267  HISTORY     - 20140409 MARK NOT FOUND   ARHD
 DR6267
 DR6267                          STATION DESCRIPTION
 DR6267
 DR6267'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 DR6267'THE MARK IS LOCATED ABOUT 8.1 MI (13.0 KM) SOUTH-SOUTHEAST OF BULL
 DR6267'SHOALS, 3.8 MI (6.1 KM) NORTH OF REA VALLEY AND IN THE TOWN OF COTTER,
 DR6267'AR.
 DR6267
 DR6267                          STATION RECOVERY (1954)
 DR6267
 DR6267'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (JCM)
 DR6267'THE STATION IS LOCATED NEAR THE SITE OF THE COTTER MUNICIPAL
 DR6267'WATER TANK AT THE NORTH EDGE OF THE TOWN OF COTTER, 142 FEET
 DR6267'NORTH OF A WHITE STUCCO HOUSE, 18 FEET NORTH OF A WIRE GATE, AND
 DR6267'15.8 FEET NORTH OF A 4 IN X 4 IN WITNESS POST.  IT IS FLUSH
 DR6267'WITH THE GROUND, AND THE DISK IS STAMPED COTTER 1954.
 DR6267'
 DR6267'REFERENCE MARK NO. 1 IS ON THE NORTHERLY SLOPE OF THE HILL.
 DR6267'IT PROJECTS 2 INCHES, AND THE DISK IS STAMPED COTTER NO 1 1954.
 DR6267'REFERENCE MARK NO. 2 IS 11 FEET WEST OF THE WEST EDGE OF THE
 DR6267'WIRE GATE, AND 3 FEET NORTHEAST OF A 24-INCH OAK TREE.  IT
 DR6267'PROJECTS 1 INCH, AND THE DISK IS STAMPED COTTER NO 2 1954.
 DR6267'
 DR6267'THE AZIMUTH MARK IS 48 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY
 DR6267'NO. 62, 10 FEET SOUTH OF THE CENTER OF A DRIVEWAY, 2 FEET EAST
 DR6267'OF A 4 IN X 4 IN WITNESS POST, AND 6 INCHES NORTH OF A WIRE
 DR6267'FENCE ENCLOSING AN ORCHARD.  IT PROJECTS 2 INCHES, AND THE
 DR6267'DISK IS STAMPED COTTER 1954.
 DR6267'
 DR6267'THE COTTER MUNICIPAL WATER TANK IS A 4-LEGGED STEEL STRUCTURE,
 DR6267'PAINTED SILVER WITH THE LETTERS COTTER IN BLACK ON THE WEST
 DR6267'SIDE OF THE TANK PROPER.  IT IS ABOUT 125 FEET HIGH.  THE POINT
 DR6267'OBSERVED WAS THE CENTER OF THE BASE OF THE STRUCTURE.
 DR6267'
 DR6267'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR
 DR6267'0.05 MILE TO U.S. HIGHWAY NO. 62, THEN RIGHT, NORTHEASTERLY, ON
 DR6267'THE HIGHWAY FOR 0.3 MILE TO THE MARK ON THE RIGHT.
 DR6267'
 DR6267'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 DR6267
 DR6267                          STATION RECOVERY (1964)
 DR6267
 DR6267'RECOVERY NOTE BY US FOREST SERVICE 1964 (WGR)
 DR6267'STATION FOUND IN GOOD CONDITION AS DESCRIBED.  REFERENCE MARKS
 DR6267'NOT SEARCHED FOR.
 DR6267
 DR6267                          STATION RECOVERY (1965)
 DR6267
 DR6267'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RAE)
 DR6267'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD CONDITION.
 DR6267'THE AZIMUTH MARK RECOVERED AS DESCRIBED AND IS AT THE SOUTH EDGE OF A
 DR6267'ROAD LEADING EAST.  A METAL WITNESS POST WAS SET 1 FOOT SOUTHEAST OF
 DR6267'THE MARK.  A METAL WITNESS POST WAS ALSO SET 1 FOOT EAST OF THE
 DR6267'STATION MARK.
 DR6267'
 DR6267'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE FOR
 DR6267'RECOVERY.
 DR6267
 DR6267                          STATION RECOVERY (1979)
 DR6267
 DR6267'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1979
 DR6267'RECOVERED IN GOOD CONDITION.
 DR6267
 DR6267                          STATION RECOVERY (2004)
 DR6267
 DR6267'RECOVERY NOTE BY US POWER SQUADRON 2004 (KLM)
 DR6267'RECOVERED IN GOOD CONDITION.
 DR6267
 DR6267                          STATION RECOVERY (2006)
 DR6267
 DR6267'RECOVERY NOTE BY GEOCACHING 2006 (CB)
 DR6267'GEOCAC FIRST RECOVERY GOOD.
 DR6267
 DR6267                          STATION RECOVERY (2014)
 DR6267
 DR6267'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (JDH)
 DR6267'THERE'S A NEW FIRE DEPARTMENT WHERE THE BENCH WAS AT.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0694 ***********************************************************************
 GF0694  DESIGNATION -  COTTER MUNICIPAL TANK
 GF0694  PID         -  GF0694
 GF0694  STATE/COUNTY-  AR/BAXTER
 GF0694  COUNTRY     -  US
 GF0694  USGS QUAD   -  COTTER (2017)
 GF0694
 GF0694                         *CURRENT SURVEY CONTROL
 GF0694  ______________________________________________________________________
 GF0694* NAD 83(1997) POSITION- 36 16 26.75865(N) 092 31 45.06172(W)   ADJUSTED
 GF0694  ______________________________________________________________________
 GF0694  GEOID HEIGHT    -        -28.477 (meters)                     GEOID18
 GF0694  LAPLACE CORR    -          0.37  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0694.GEOID18 height accuracy estimate available here.
 GF0694
 GF0694.Click photographs - Photos may exist for this station.
 GF0694
 GF0694.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0694
 GF0694. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA4228614453(NAD 83)
 GF0694
 GF0694                          SUPERSEDED SURVEY CONTROL
 GF0694
 GF0694  NAD 83(1986)-  36 16 26.77089(N)    092 31 45.06354(W) AD(       ) 3
 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
 GF0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0694.See file dsdata.pdf to determine how the superseded data were derived.
 GF0694
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1818 ***********************************************************************
 FF1818  DESIGNATION -  COTTON PLANT E MUNICIPAL TANK
 FF1818  PID         -  FF1818
 FF1818  STATE/COUNTY-  AR/WOODRUFF
 FF1818  COUNTRY     -  US
 FF1818  USGS QUAD   -  HUNTER WEST (2017)
 FF1818
 FF1818                         *CURRENT SURVEY CONTROL
 FF1818  ______________________________________________________________________
 FF1818* NAD 83(1997) POSITION- 35 00 18.16148(N) 091 14 53.99986(W)   ADJUSTED
 FF1818  ______________________________________________________________________
 FF1818  GEOID HEIGHT    -        -27.040 (meters)                     GEOID18
 FF1818  LAPLACE CORR    -          1.59  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1818.GEOID18 height accuracy estimate available here.
 FF1818
 FF1818.Click photographs - Photos may exist for this station.
 FF1818
 FF1818.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1818
 FF1818. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU5984175004(NAD 83)
 FF1818
 FF1818                          SUPERSEDED SURVEY CONTROL
 FF1818
 FF1818  NAD 83(1986)-  35 00 18.16917(N)    091 14 53.99815(W) AD(       ) 3
 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
 FF1818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1818.See file dsdata.pdf to determine how the superseded data were derived.
 FF1818
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1824 ***********************************************************************
 FF1824  DESIGNATION -  COTTON PLANT W MUNICIPAL TANK
 FF1824  PID         -  FF1824
 FF1824  STATE/COUNTY-  AR/WOODRUFF
 FF1824  COUNTRY     -  US
 FF1824  USGS QUAD   -  COTTON PLANT (2017)
 FF1824
 FF1824                         *CURRENT SURVEY CONTROL
 FF1824  ______________________________________________________________________
 FF1824* NAD 83(1997) POSITION- 35 00 06.83208(N) 091 15 27.22340(W)   ADJUSTED
 FF1824  ______________________________________________________________________
 FF1824  GEOID HEIGHT    -        -27.045 (meters)                     GEOID18
 FF1824  LAPLACE CORR    -          1.61  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1824.GEOID18 height accuracy estimate available here.
 FF1824
 FF1824.Click photographs - Photos may exist for this station.
 FF1824
 FF1824.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1824
 FF1824. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU5900574640(NAD 83)
 FF1824
 FF1824                          SUPERSEDED SURVEY CONTROL
 FF1824
 FF1824  NAD 83(1986)-  35 00 06.83977(N)    091 15 27.22164(W) AD(       ) 3
 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
 FF1824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1824.See file dsdata.pdf to determine how the superseded data were derived.
 FF1824
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2701 ***********************************************************************
 EH2701  DESIGNATION -  COUNCIL
 EH2701  PID         -  EH2701
 EH2701  STATE/COUNTY-  AR/LEE
 EH2701  COUNTRY     -  US
 EH2701  USGS QUAD   -  COUNCIL (2017)
 EH2701
 EH2701                         *CURRENT SURVEY CONTROL
 EH2701  ______________________________________________________________________
 EH2701* NAD 83(1997) POSITION- 34 50 19.98323(N) 090 28 34.19905(W)   ADJUSTED
 EH2701* NAVD 88 ORTHO HEIGHT -    66.8   (meters)      219.    (feet) VERTCON3
 EH2701  ______________________________________________________________________
 EH2701  GEOID HEIGHT    -        -27.010 (meters)                     GEOID18
 EH2701  LAPLACE CORR    -         -1.53  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2701.GEOID18 height accuracy estimate available here.
 EH2701
 EH2701.Click photographs - Photos may exist for this station.
 EH2701
 EH2701.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2701
 EH2701. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999376  x   1.00001690  =   1.00001066
 EH2701!SPC MS W     -   0.99999376  x   0.99995210  =   0.99994586
 EH2701!UTM  15      -   0.99999376  x   1.00025647  =   1.00025023
 EH2701
 EH2701:                Primary Azimuth Mark                     Grid Az
 EH2701:SPC AR S     -  COUNCIL AZ MK                            345 42 23.4
 EH2701:SPC MS W     -  COUNCIL AZ MK                            346 38 27.5
 EH2701:UTM  15      -  COUNCIL AZ MK                            345 07 01.1
 EH2701
 EH2701_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU3078058080(NAD 83)
 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(1995)-  34 50 19.98327(N)    090 28 34.19901(W) AD(       ) 1
 EH2701  NAD 83(1993)-  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
 EH2701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2701.See file dsdata.pdf to determine how the superseded data were derived.
 EH2701
 EH2701_MARKER: DH = HORIZONTAL CONTROL DISK
 EH2701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2701_STAMPING: COUNCIL 1979
 EH2701_MARK LOGO: NGS
 EH2701_PROJECTION: FLUSH
 EH2701_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EH2701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2701+STABILITY: SURFACE MOTION
 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     - 1979     MONUMENTED       NGS
 EH2701  HISTORY     - 20050413 GOOD             USACE
 EH2701
 EH2701                          STATION DESCRIPTION
 EH2701
 EH2701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 EH2701'THE STATION IS LOCATED ABOUT 12.1 KM SOUTH OF HUGHES AND ATOP THE WEST
 EH2701'LEVEE OF THE MISSISSIPPI RIVER AND ON PROPERTY OF THE ST. FRANCIS
 EH2701'LEVEE DISTRICT.  PERMISSION WAS OBTAINED FROM MR. B.B. FAIR, CHIEF
 EH2701'ENGINEER FOR THE ST FRANCIS LEVEE DISTRICT, P.O. BOX 308, WEST
 EH2701'MEMPHIS, AR 72301.  TELEPHONE NUMBER 501-735-1062.
 EH2701'
 EH2701'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 79 AND STATE
 EH2701'HIGHWAY 131, ABOUT 1.1 KM (0.7 MI) SOUTH OF BRICKEYS, GO SOUTH AND
 EH2701'EAST ON STATE HIGHWAY 131 FOR 9.33 KM (5.85 MI) TO A GRAVEL CROSSROAD
 EH2701'AT MCGRAWS GROCERY STORE.  CONTINUE EASTERLY ON STATE HIGHWAY 131 FOR
 EH2701'3.5 KM (2.15 MI) TO A GRAVEL SIDE ROAD LEFT IN THE CENTER OF A CURVE,
 EH2701'AT A SIGN (HARRIS MIDWAY BOAT CAMP) TURN LEFT AND GO NORTHERLY ON THE
 EH2701'GRAVEL ROAD FOR 2.17 KM (1.35 MI) TO A GRAVEL SIDE ROAD RIGHT.  TURN
 EH2701'RIGHT AND GO EASTERLY ON THE GRAVEL ROAD FOR 1.77 KM (1.1 MI) TO THE
 EH2701'TOP OF A LEVEE.  TURN RIGHT AND GO SOUTH FOR 0.08 KM (0.05 MI) TO THE
 EH2701'AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTHERLY ON TOP OF THE LEVEE FOR
 EH2701'0.88 KM (0.55 MI) TO THE STATION ON THE RIGHT.
 EH2701'
 EH2701'THE STATION IS A STANDARD NGS DISK STAMPED---COUNCIL 1979---, SET INTO
 EH2701'THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH
 EH2701'GROUND.  IT IS LOCATED 5.2 METERS WEST FROM THE CENTER OF THE LEVEE
 EH2701'ROAD AND 2.2 METERS NORTHWEST FROM A METAL WITNESS POST.
 EH2701'
 EH2701'THE UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED
 EH2701'---COUNCIL 1979---, SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS
 EH2701'BELOW THE SURFACE.
 EH2701'
 EH2701'REFERENCE MARK NUMBER 01 IS A STANDARD NGS DISK STAMPED
 EH2701'---COUNCIL NO 1 1979---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 EH2701'30 CM IN DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 4.3 METERS EAST
 EH2701'FROM THE CENTER OF THE LEVEE ROAD AND 0.4 METER NORTH FROM A METAL
 EH2701'WITNESS POST.  THE MARK IS LEVEL WITH STATION.
 EH2701'
 EH2701'REFERENCE MARK NUMBER 02 IS A STANDARD NGS DISK STAMPED
 EH2701'---COUNCIL NO 2 1979---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 EH2701'30 CM IN DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 13.5 METERS
 EH2701'SOUTHEAST FROM THE CENTER OF A CATTLE GUARD, 3.9 METERS EAST FROM THE
 EH2701'CENTER OF THE LEVEE ROAD AND 0.4 METER NORTHWEST FROM A METAL WITNESS
 EH2701'POST.  THE MARK IS LEVEL WITH STATION.
 EH2701'
 EH2701'BM R 219 IS A STANDARD NGS BENCH MARK DISK STAMPED ---R 219 1976---,
 EH2701'CRIMPED TO THE TOP OF A STEEL ROD IN THE GROUND AND SURROUNDED BY A
 EH2701'4-INCH PVC PLASTIC PIPE IN CONCRETE.  IT IS LOCATED 4.8 METERS WEST
 EH2701'FROM THE CENTER OF THE LEVEE ROAD, 0.6 METER NORTH FROM MILE POST
 EH2701'169/170 AND 0.3 METER SOUTHWEST FROM A METAL WITNESS POST.  THE MARK
 EH2701'IS BELOW STATION 1.0 METER.
 EH2701'
 EH2701'AZIMUTH MARK NUMBER 01 IS A STANDARD NGS DISK STAMPED
 EH2701'---COUNCIL 1979---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 EH2701'CM IN DIAMETER PROJECTING 1 CM ABOVE THE GROUND.  IT IS LOCATED 7.1
 EH2701'METERS SOUTHEAST FROM THE CENTER OF THE LEVEE ROAD AND 0.6 METER
 EH2701'SOUTHWEST FROM A METAL WITNESS POST.
 EH2701'
 EH2701'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 33.8 METERS.  A PRECISE
 EH2701'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 = MARCH 20, 2026 22:17:28 EDT
 EH2706 ***********************************************************************
 EH2706  DESIGNATION -  COUNCIL AZ MK
 EH2706  PID         -  EH2706
 EH2706  STATE/COUNTY-  AR/LEE
 EH2706  COUNTRY     -  US
 EH2706  USGS QUAD   -  COUNCIL (2017)
 EH2706
 EH2706                         *CURRENT SURVEY CONTROL
 EH2706  ______________________________________________________________________
 EH2706* NAD 83(1997) POSITION- 34 50 42.61018(N) 090 28 40.75812(W)   ADJUSTED
 EH2706* NAVD 88 ORTHO HEIGHT -    66.9   (meters)      219.    (feet) VERTCON3
 EH2706  ______________________________________________________________________
 EH2706  GEOID HEIGHT    -        -27.008 (meters)                     GEOID18
 EH2706  LAPLACE CORR    -         -1.53  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2706.GEOID18 height accuracy estimate available here.
 EH2706
 EH2706.Click photographs - Photos may exist for this station.
 EH2706
 EH2706.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2706
 EH2706. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU3059658774(NAD 83)
 EH2706
 EH2706                          SUPERSEDED SURVEY CONTROL
 EH2706
 EH2706  NAD 83(1995)-  34 50 42.61023(N)    090 28 40.75806(W) AD(       ) 2
 EH2706  NAD 83(1993)-  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
 EH2706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2706.See file dsdata.pdf to determine how the superseded data were derived.
 EH2706
 EH2706_MARKER: DZ = AZIMUTH MARK DISK
 EH2706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2706_STAMPING: COUNCIL 1979
 EH2706_MARK LOGO: NGS
 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     - 1979     MONUMENTED       NGS
 EH2706  HISTORY     - 20050413 POOR             USACE
 EH2706
 EH2706                          STATION DESCRIPTION
 EH2706
 EH2706'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 EH2706'THE STATION IS LOCATED ABOUT 11.3 KM SOUTH OF HUGHES AND ATOP THE WEST
 EH2706'LEVEE OF THE MISSISSIPPI RIVER AND ON PROPERTY OF THE ST. FRANCIS
 EH2706'LEVEE DISTRICT.  PERMISSION WAS OBTAINED FROM MR. B.B. FAIR, CHIEF
 EH2706'ENGINEER FOR THE ST FRANCIS LEVEE DISTRICT, P.O. BOX 308, WEST
 EH2706'MENPHIS, AR 72301.  TELEPHONE NUMBER 501-735-1062.
 EH2706'
 EH2706'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 79 AND STATE
 EH2706'HIGHWAY 131, ABOUT 1.1 KM (0.7 MI) SOUTH OF THE SMALL COMMUNITY OF
 EH2706'BRICKEYS, GO SOUTH AND EAST ON STATE HIGHWAY 131 FOR 9.33 KM (5.85 MI)
 EH2706'TO A GRAVEL CROSSROAD AT MCGRAW GROCERY STORE.  CONTINUE EASTERLY ON
 EH2706'STATE HIGHWAY 131 FOR 3.5 KM (2.15 MI) TO A GRAVEL SIDE ROAD LEFT, AT
 EH2706'A SIGN (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.  TURN
 EH2706'RIGHT AND GO EASTERLY ON THE GRAVEL ROAD FOR 1.77 KM (1.1 MI) TO THE
 EH2706'TOP OF A LEVEE.  TURN RIGHT AND GO SOUTH ON THE LEVEE FOR 0.08 KM
 EH2706'(0.05 MI) TO THE STATION MARK ON THE LEFT.
 EH2706'
 EH2706'THE STATION IS A STANDARD NGS AZIMUTH DISK 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 7.1 METERS SOUTHEAST
 EH2706'FROM THE CENTER OF THE LEVEE ROAD AND 0.6 METER SOUTHWEST FROM A METAL
 EH2706'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 = MARCH 20, 2026 22:17:28 EDT
 EH2110 ***********************************************************************
 EH2110  DESIGNATION -  COURTHOUSE
 EH2110  PID         -  EH2110
 EH2110  STATE/COUNTY-  AR/LONOKE
 EH2110  COUNTRY     -  US
 EH2110  USGS QUAD   -  LONOKE (2017)
 EH2110
 EH2110                         *CURRENT SURVEY CONTROL
 EH2110  ______________________________________________________________________
 EH2110* NAD 83(1986) POSITION- 34 47 09.     (N) 091 53 59.     (W)   SCALED
 EH2110* NAVD 88 ORTHO HEIGHT -    72.867 (meters)      239.06  (feet) ADJUSTED
 EH2110  ______________________________________________________________________
 EH2110  GEOID HEIGHT    -        -26.800 (meters)                     GEOID18
 EH2110  DYNAMIC HEIGHT  -         72.799 (meters)      238.84  (feet) COMP
 EH2110  MODELED GRAVITY -    979,703.7   (mgal)                       NAVD 88
 EH2110
 EH2110  VERT ORDER      -  FIRST     CLASS II
 EH2110
 EH2110.The horizontal coordinates were scaled from a map and have
 EH2110.an estimated accuracy of +/- 6 seconds.
 EH2110
 EH2110.The orthometric height was determined by differential leveling and
 EH2110.adjusted by the NATIONAL GEODETIC SURVEY
 EH2110.in June 1991.
 EH2110
 EH2110.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2110.GEOID18 height accuracy estimate available here.
 EH2110
 EH2110.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU006498(NAD 83)
 EH2110
 EH2110                          SUPERSEDED SURVEY CONTROL
 EH2110
 EH2110  NGVD 29 (11/26/84)   72.881  (m)          239.11   (f) ADJUSTED    1 2
 EH2110
 EH2110.Superseded values are not recommended for survey control.
 EH2110
 EH2110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2110.See file dsdata.pdf to determine how the superseded data were derived.
 EH2110
 EH2110_MARKER: I = METAL ROD
 EH2110_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EH2110_PROJECTION: PROJECTING 5 CENTIMETERS
 EH2110_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH2110
 EH2110  HISTORY     - Date     Condition        Report By
 EH2110  HISTORY     - 1936     MONUMENTED       ARGS
 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 = MARCH 20, 2026 22:17:28 EDT
 DK0968 ***********************************************************************
 DK0968  DESIGNATION -  COURTHOUSE BOLT
 DK0968  PID         -  DK0968
 DK0968  STATE/COUNTY-  AR/DESHA
 DK0968  COUNTRY     -  US
 DK0968  USGS QUAD   -  ARKANSAS CITY (2017)
 DK0968
 DK0968                         *CURRENT SURVEY CONTROL
 DK0968  ______________________________________________________________________
 DK0968* NAD 83(1986) POSITION- 33 36 31.     (N) 091 12 08.     (W)   SCALED
 DK0968* NAVD 88 ORTHO HEIGHT -    41.460 (meters)      136.02  (feet) ADJUSTED
 DK0968  ______________________________________________________________________
 DK0968  GEOID HEIGHT    -        -26.490 (meters)                     GEOID18
 DK0968  DYNAMIC HEIGHT  -         41.416 (meters)      135.88  (feet) COMP
 DK0968  MODELED GRAVITY -    979,592.8   (mgal)                       NAVD 88
 DK0968
 DK0968  VERT ORDER      -  FIRST     CLASS II
 DK0968
 DK0968.The horizontal coordinates were scaled from a map and have
 DK0968.an estimated accuracy of +/- 6 seconds.
 DK0968
 DK0968.The orthometric height was determined by differential leveling and
 DK0968.adjusted by the NATIONAL GEODETIC SURVEY
 DK0968.in June 1991.
 DK0968
 DK0968.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK0968.GEOID18 height accuracy estimate available here.
 DK0968
 DK0968.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT667202(NAD 83)
 DK0968
 DK0968                          SUPERSEDED SURVEY CONTROL
 DK0968
 DK0968  NGVD 29 (11/26/84)   41.578  (m)          136.41   (f) ADJUSTED    1 2
 DK0968
 DK0968.Superseded values are not recommended for survey control.
 DK0968
 DK0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0968.See file dsdata.pdf to determine how the superseded data were derived.
 DK0968
 DK0968_MARKER: B = BOLT
 DK0968_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK0968_SP_SET: UNDERGROUND 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'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 = MARCH 20, 2026 22:17:28 EDT
 EJ1913 ***********************************************************************
 EJ1913  DESIGNATION -  COVE
 EJ1913  PID         -  EJ1913
 EJ1913  STATE/COUNTY-  AR/PERRY
 EJ1913  COUNTRY     -  US
 EJ1913  USGS QUAD   -  NIMROD DAM (2017)
 EJ1913
 EJ1913                         *CURRENT SURVEY CONTROL
 EJ1913  ______________________________________________________________________
 EJ1913* NAD 83(1997) POSITION- 34 54 37.60655(N) 093 12 19.03140(W)   ADJUSTED
 EJ1913* NAVD 88 ORTHO HEIGHT -   368.3   (meters)     1208.    (feet) VERTCON3
 EJ1913  ______________________________________________________________________
 EJ1913  GEOID HEIGHT    -        -28.877 (meters)                     GEOID18
 EJ1913  LAPLACE CORR    -          3.32  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1913.GEOID18 height accuracy estimate available here.
 EJ1913
 EJ1913.Click photographs - Photos may exist for this station.
 EJ1913
 EJ1913.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1913
 EJ1913. The following values were computed from the NAD 83(1997) position.
 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     -   0.99994672  x   1.00000458  =   0.99995130
 EJ1913!UTM  15      -   0.99994672  x   0.99960433  =   0.99955107
 EJ1913
 EJ1913:                Primary Azimuth Mark                     Grid Az
 EJ1913:SPC AR N     -  SMITH                                    134 39 11.7
 EJ1913:UTM  15      -  SMITH                                    134 04 09.7
 EJ1913
 EJ1913_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU8124663131(NAD 83)
 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
 EJ1913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1913.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1913
 EJ1913_MARKER: DS = TRIANGULATION STATION DISK
 EJ1913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1913_STAMPING: COVE 1956
 EJ1913_MARK LOGO: CGS
 EJ1913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1913+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EK0892 ***********************************************************************
 EK0892  DESIGNATION -  COVE
 EK0892  PID         -  EK0892
 EK0892  STATE/COUNTY-  AR/POLK
 EK0892  COUNTRY     -  US
 EK0892  USGS QUAD   -  COVE (2017)
 EK0892
 EK0892                         *CURRENT SURVEY CONTROL
 EK0892  ______________________________________________________________________
 EK0892* NAD 83(1997) POSITION- 34 26 14.50986(N) 094 24 42.35932(W)   ADJUSTED
 EK0892* NAVD 88 ORTHO HEIGHT -   332.    (meters)     1089.    (feet) SCALED
 EK0892  ______________________________________________________________________
 EK0892  GEOID HEIGHT    -        -29.942 (meters)                     GEOID18
 EK0892  LAPLACE CORR    -          4.77  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0892.GEOID18 height accuracy estimate available here.
 EK0892
 EK0892.Click photographs - Photos may exist for this station.
 EK0892
 EK0892.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0892
 EK0892. The following values were computed from the NAD 83(1997) position.
 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  =   0.99989570
 EK0892!SPC OK S     -   0.99995257  x   0.99993921  =   0.99989179
 EK0892!UTM  15      -   0.99995257  x   0.99980737  =   0.99975995
 EK0892
 EK0892:                Primary Azimuth Mark                     Grid Az
 EK0892:SPC AR S     -  WHISKEY MTN LOOKOUT TOWER                183 53 37.6
 EK0892:SPC OK S     -  WHISKEY MTN LOOKOUT TOWER                180 30 25.9
 EK0892:UTM  15      -  WHISKEY MTN LOOKOUT TOWER                183 20 32.7
 EK0892
 EK0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU7029311555(NAD 83)
 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(1993)-  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
 EK0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0892.See file dsdata.pdf to determine how the superseded data were derived.
 EK0892
 EK0892_MARKER: DS = TRIANGULATION STATION DISK
 EK0892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0892_STAMPING: COVE 1952
 EK0892_MARK LOGO: CGS
 EK0892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0892+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2941 ***********************************************************************
 EH2941  DESIGNATION -  COW
 EH2941  PID         -  EH2941
 EH2941  STATE/COUNTY-  AR/MONROE
 EH2941  COUNTRY     -  US
 EH2941  USGS QUAD   -  TURNER (2017)
 EH2941
 EH2941                         *CURRENT SURVEY CONTROL
 EH2941  ______________________________________________________________________
 EH2941* NAD 83(1997) POSITION- 34 22 33.98827(N) 091 00 13.91714(W)   ADJUSTED
 EH2941* NAVD 88 ORTHO HEIGHT -    53.95  (+/-2cm)      177.0   (feet) VERTCON3
 EH2941  ______________________________________________________________________
 EH2941  GEOID HEIGHT    -        -26.842 (meters)                     GEOID18
 EH2941  LAPLACE CORR    -         -1.41  (seconds)                    DEFLEC18
 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
 EH2941.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2941.GEOID18 height accuracy estimate available here.
 EH2941
 EH2941.The vertical order pertains to the NGVD 29 superseded value.
 EH2941
 EH2941.Click photographs - Photos may exist for this station.
 EH2941
 EH2941.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2941
 EH2941. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999575  x   0.99993619  =   0.99993194
 EH2941!UTM  15      -   0.99999575  x   1.00001523  =   1.00001098
 EH2941
 EH2941:                Primary Azimuth Mark                     Grid Az
 EH2941:SPC AR S     -  COW AZ MK                                045 21 03.5
 EH2941:UTM  15      -  COW AZ MK                                044 46 52.0
 EH2941
 EH2941_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU8353505664(NAD 83)
 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(1993)-  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              53.91   (m)          176.9    (f) LEVELING    3  
 EH2941
 EH2941.Superseded values are not recommended for survey control.
 EH2941
 EH2941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2941.See file dsdata.pdf to determine how the superseded data were derived.
 EH2941
 EH2941_MARKER: DS = TRIANGULATION STATION DISK
 EH2941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2941_STAMPING: COW 1965
 EH2941_MARK LOGO: CGS
 EH2941_PROJECTION: FLUSH
 EH2941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2941+STABILITY: SURFACE MOTION
 EH2941_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2941+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2007
 EH2941
 EH2941  HISTORY     - Date     Condition        Report By
 EH2941  HISTORY     - 1965     MONUMENTED       CGS
 EH2941  HISTORY     - 19780501 GOOD             USGS
 EH2941  HISTORY     - 20070831 GOOD             USACE
 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.
 EH2941
 EH2941                          STATION RECOVERY (2007)
 EH2941
 EH2941'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2007 (POP)
 EH2941'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ3519 ***********************************************************************
 DQ3519  DESIGNATION -  COWSERT
 DQ3519  PID         -  DQ3519
 DQ3519  STATE/COUNTY-  AR/VAN BUREN
 DQ3519  COUNTRY     -  US
 DQ3519  USGS QUAD   -  CLINTON (2017)
 DQ3519
 DQ3519                         *CURRENT SURVEY CONTROL
 DQ3519  ______________________________________________________________________
 DQ3519* NAD 83(1986) POSITION- 35 35 22.94   (N) 092 27 28.46   (W)   HD_HELD1
 DQ3519* NAVD 88 ORTHO HEIGHT -   175.788 (meters)      576.73  (feet) ADJUSTED
 DQ3519  ______________________________________________________________________
 DQ3519  GEOID HEIGHT    -        -27.950 (meters)                     GEOID18
 DQ3519  DYNAMIC HEIGHT  -        175.629 (meters)      576.21  (feet) COMP
 DQ3519  MODELED GRAVITY -    979,724.6   (mgal)                       NAVD 88
 DQ3519
 DQ3519  VERT ORDER      -  SECOND    CLASS I
 DQ3519
 DQ3519.The horizontal coordinates were determined by differentially corrected
 DQ3519.hand held GPS observations or other comparable positioning techniques
 DQ3519.and have an estimated accuracy of +/- 3 meters.
 DQ3519
 DQ3519.The orthometric height was determined by differential leveling and
 DQ3519.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3519.in January 2017.
 DQ3519
 DQ3519.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3519.GEOID18 height accuracy estimate available here.
 DQ3519
 DQ3519.Click photographs - Photos may exist for this station.
 DQ3519
 DQ3519.The dynamic height is computed by dividing the NAVD 88
 DQ3519.geopotential number by the normal gravity value computed on the
 DQ3519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3519.degrees latitude (g = 980.6199 gals.).
 DQ3519
 DQ3519.The modeled gravity was interpolated from observed gravity values.
 DQ3519
 DQ3519;                    North         East    Units  Estimated Accuracy
 DQ3519;SPC AR N     -   139,480.3     358,503.6     MT  (+/- 3 meters HH1 GPS) 
 DQ3519
 DQ3519_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV4910938577(NAD 83)
 DQ3519
 DQ3519                          SUPERSEDED SURVEY CONTROL
 DQ3519
 DQ3519.No superseded survey control is available for this station.
 DQ3519
 DQ3519_MARKER: DH = HORIZONTAL CONTROL DISK
 DQ3519_SETTING: 66 = SET IN ROCK OUTCROP
 DQ3519_STAMPING: COWSERT 2015
 DQ3519_MARK LOGO: NGS
 DQ3519_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ3519_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DQ3519+STABILITY: POSITION/ELEVATION WELL
 DQ3519_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3519+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2025
 DQ3519
 DQ3519  HISTORY     - Date     Condition        Report By
 DQ3519  HISTORY     - 20151008 MONUMENTED       ARHD
 DQ3519  HISTORY     - 20190529 GOOD             NGS
 DQ3519  HISTORY     - 20250723 GOOD             ARHD
 DQ3519
 DQ3519                          STATION DESCRIPTION
 DQ3519
 DQ3519'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 DQ3519'THE STATION IS LOCATED ABOUT 9.1 MI (14.6 KM) WEST-SOUTHWEST OF
 DQ3519'SHIRLEY, 8.2 MI (13.2 KM) SOUTH-SOUTHEAST OF BOTKINBURG AND IN THE
 DQ3519'TOWN OF CLINTON, AR.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ3519'
 DQ3519'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 65B AND CITY STREET
 DQ3519'YELLOW JACKET STREET, GO SOUTH ON YELLOW JACKET STREET FOR 0.2 MI (0.3
 DQ3519'KM) TURN LEFT ON JOE BOWLING STREET AND GO EAST FOR 0.13 MI (0.21 KM)
 DQ3519'TURN LEFT ON A PAVED ROAD HEADING SOUTH TOWARD THE CLINTON HIGH SCHOOL
 DQ3519'FOOT BALL FIELD FOR 0.03 MI (0.05 KM) TO THE STATION ON THE RIGHT.  IN
 DQ3519'A 2X2' ROCK.
 DQ3519'
 DQ3519'IT IS 72 FT (21.9 M) SOUTHWEST OF OF THE SOUTHWEST CORNER OF THE 115
 DQ3519'BUILDING, 59 FT (18.0 M) SOUTH OF THE SOUTHEAST CORNER OF A CONCRETE
 DQ3519'BLOCK BUILDING AND 26 FT (7.9 M) WEST OF THE WEST END OF AN ASPHALT
 DQ3519'DRIVE.
 DQ3519
 DQ3519                          STATION RECOVERY (2019)
 DQ3519
 DQ3519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2019 (BW)
 DQ3519'RECOVERED IN GOOD CONDITION.
 DQ3519
 DQ3519                          STATION RECOVERY (2025)
 DQ3519
 DQ3519'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2025 (WAT)
 DQ3519'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH2987 ***********************************************************************
 EH2987  DESIGNATION -  COX
 EH2987  PID         -  EH2987
 EH2987  STATE/COUNTY-  AR/ARKANSAS
 EH2987  COUNTRY     -  US
 EH2987  USGS QUAD   -  STUTTGART SOUTH (2017)
 EH2987
 EH2987                         *CURRENT SURVEY CONTROL
 EH2987  ______________________________________________________________________
 EH2987* NAD 83(1997) POSITION- 34 23 08.85664(N) 091 32 16.66641(W)   ADJUSTED
 EH2987* NAVD 88 ORTHO HEIGHT -    62.    (meters)      203.    (feet) SCALED
 EH2987  ______________________________________________________________________
 EH2987  GEOID HEIGHT    -        -26.404 (meters)                     GEOID18
 EH2987  LAPLACE CORR    -         -1.04  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2987.GEOID18 height accuracy estimate available here.
 EH2987
 EH2987.Click photographs - Photos may exist for this station.
 EH2987
 EH2987.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2987
 EH2987. The following values were computed from the NAD 83(1997) position.
 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     -  B 113                                    324 38 45.2
 EH2987:UTM  15      -  B 113                                    324 04 43.2
 EH2987
 EH2987_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU3440705901(NAD 83)
 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
 EH2987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2987.See file dsdata.pdf to determine how the superseded data were derived.
 EH2987
 EH2987_MARKER: DS = TRIANGULATION STATION DISK
 EH2987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2987_STAMPING: COX 1965
 EH2987_MARK LOGO: CGS
 EH2987_PROJECTION: FLUSH
 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 = MARCH 20, 2026 22:17:28 EDT
 DL0723 ***********************************************************************
 DL0723  DESIGNATION -  COX SCHOOL BOLT
 DL0723  PID         -  DL0723
 DL0723  STATE/COUNTY-  AR/MILLER
 DL0723  COUNTRY     -  US
 DL0723  USGS QUAD   -  DODDRIDGE NE (2017)
 DL0723
 DL0723                         *CURRENT SURVEY CONTROL
 DL0723  ______________________________________________________________________
 DL0723* NAD 83(1986) POSITION- 33 09 32.     (N) 093 49 27.     (W)   SCALED
 DL0723* NAVD 88 ORTHO HEIGHT -    64.38  (+/-2cm)      211.2   (feet) VERTCON3
 DL0723  ______________________________________________________________________
 DL0723  GEOID HEIGHT    -        -26.615 (meters)                     GEOID18
 DL0723  VERT ORDER      -  ? (See Below)
 DL0723
 DL0723.The horizontal coordinates were scaled from a 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
 DL0723.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0723.GEOID18 height accuracy estimate available here.
 DL0723
 DL0723.The vertical order pertains to the NGVD 29 superseded value.
 DL0723
 DL0723.Click photographs - Photos may exist for this station.
 DL0723
 DL0723;                    North         East    Units  Estimated Accuracy
 DL0723;SPC AR S     -   456,110.      229,840.      MT  (+/- 180 meters Scaled)
 DL0723
 DL0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS231692(NAD 83)
 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
 DL0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0723.See file dsdata.pdf to determine how the superseded data were derived.
 DL0723
 DL0723_MARKER: B = BOLT
 DL0723_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL0723_SP_SET: UNDERGROUND STONE
 DL0723_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0723
 DL0723  HISTORY     - Date     Condition        Report By
 DL0723  HISTORY     - UNK      MONUMENTED       USACE
 DL0723  HISTORY     - 1965     GOOD             CGS
 DL0723
 DL0723                          STATION DESCRIPTION
 DL0723
 DL0723'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EH3073 ***********************************************************************
 EH3073  DESIGNATION -  COY MUNICIPAL TANK
 EH3073  PID         -  EH3073
 EH3073  STATE/COUNTY-  AR/LONOKE
 EH3073  COUNTRY     -  US
 EH3073  USGS QUAD   -  ENGLAND (2017)
 EH3073
 EH3073                         *CURRENT SURVEY CONTROL
 EH3073  ______________________________________________________________________
 EH3073* NAD 83(1997) POSITION- 34 32 27.91736(N) 091 52 33.50588(W)   ADJUSTED
 EH3073  ______________________________________________________________________
 EH3073  GEOID HEIGHT    -        -26.368 (meters)                     GEOID18
 EH3073  LAPLACE CORR    -         -1.28  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH3073.GEOID18 height accuracy estimate available here.
 EH3073
 EH3073.Click photographs - Photos may exist for this station.
 EH3073
 EH3073.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH3073
 EH3073. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU0314022727(NAD 83)
 EH3073
 EH3073                          SUPERSEDED SURVEY CONTROL
 EH3073
 EH3073  NAD 83(1986)-  34 32 27.92375(N)    091 52 33.49886(W) AD(       ) 3
 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
 EH3073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3073.See file dsdata.pdf to determine how the superseded data were derived.
 EH3073
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1970 ***********************************************************************
 EJ1970  DESIGNATION -  CR H3
 EJ1970  PID         -  EJ1970
 EJ1970  STATE/COUNTY-  AR/CLARK
 EJ1970  COUNTRY     -  US
 EJ1970  USGS QUAD   -  CADDO VALLEY (2017)
 EJ1970
 EJ1970                         *CURRENT SURVEY CONTROL
 EJ1970  ______________________________________________________________________
 EJ1970* NAD 83(1997) POSITION- 34 10 41.51146(N) 093 04 14.63864(W)   ADJUSTED
 EJ1970* NAVD 88 ORTHO HEIGHT -    62.    (meters)      203.    (feet) SCALED
 EJ1970  ______________________________________________________________________
 EJ1970  GEOID HEIGHT    -        -26.851 (meters)                     GEOID18
 EJ1970  LAPLACE CORR    -          2.10  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1970.GEOID18 height accuracy estimate available here.
 EJ1970
 EJ1970.Click photographs - Photos may exist for this station.
 EJ1970
 EJ1970.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1970
 EJ1970. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999448  x   0.99992161  =   0.99991609
 EJ1970!UTM  15      -   0.99999448  x   0.99960052  =   0.99959501
 EJ1970
 EJ1970_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT9348181916(NAD 83)
 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
 EJ1970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1970.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1970
 EJ1970_MARKER: DD = SURVEY DISK
 EJ1970_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EJ1970_STAMPING: CR-H3
 EJ1970_MARK LOGO: USACE
 EJ1970_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1970
 EJ1970  HISTORY     - Date     Condition        Report By
 EJ1970  HISTORY     - 1941     MONUMENTED       USACE
 EJ1970
 EJ1970                          STATION DESCRIPTION
 EJ1970
 EJ1970'DESCRIBED BY US ARMY CORPS OF 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 = MARCH 20, 2026 22:17:28 EDT
 DG9661 ***********************************************************************
 DG9661  HT_MOD      -  This is a Height Modernization Survey Station.
 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  COUNTRY     -  US
 DG9661  USGS QUAD   -  BENTONVILLE SOUTH (2017)
 DG9661
 DG9661                         *CURRENT SURVEY CONTROL
 DG9661  ______________________________________________________________________
 DG9661* NAD 83(2011) POSITION- 36 20 37.34551(N) 094 10 48.00237(W)   ADJUSTED
 DG9661* NAD 83(2011) ELLIP HT-   385.191 (meters)        (04/??/25)   ADJUSTED
 DG9661* NAD 83(2011) EPOCH   -  2010.00
 DG9661* NAVD 88 ORTHO HEIGHT -   413.35  (meters)     1356.1   (feet) GPS OBS
 DG9661  ______________________________________________________________________
 DG9661  GEOID HEIGHT    -        -28.155 (meters)                     GEOID18
 DG9661  NAD 83(2011) X  -   -374,931.927 (meters)                     COMP
 DG9661  NAD 83(2011) Y  - -5,130,116.779 (meters)                     COMP
 DG9661  NAD 83(2011) Z  -  3,759,207.214 (meters)                     COMP
 DG9661
 DG9661  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG9661  Standards:
 DG9661         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG9661            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG9661  -------------------------------------------------------------------
 DG9661  NETWORK    0.20   0.27           0.09   0.07   0.14     -0.38016800
 DG9661  -------------------------------------------------------------------
 DG9661
 DG9661.The coordinates were established by GPS observations
 DG9661.and adjusted by the National Geodetic Survey in April 2025.
 DG9661
 DG9661.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG9661.been affixed to the stable North American Tectonic Plate. 
 DG9661
 DG9661.The coordinates are valid at the epoch date displayed above
 DG9661.which is a decimal equivalence of Year/Month/Day.
 DG9661
 DG9661.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DG9661.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DG9661.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DG9661.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DG9661.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DG9661.published epoch of 2010.00.
 DG9661
 DG9661.Additional information on MYCS is available at:
 DG9661.https://geodesy.noaa.gov/CORS/index.shtml
 DG9661
 DG9661.The orthometric height was determined by GPS observations and a
 DG9661.high-resolution geoid model using precise GPS observation and
 DG9661.processing techniques.
 DG9661
 DG9661.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG9661.GEOID18 height accuracy estimate available here.
 DG9661
 DG9661.The PID for the CORS L1 Phase Center is DM5208.
 DG9661
 DG9661.Click photographs - Photos may exist for this station.
 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 following values were computed from the NAD 83(2011) position.
 DG9661
 DG9661;                    North         East     Units Scale Factor Converg.
 DG9661;SPC AR N     -   225,210.079   204,310.906   MT  1.00002368   -1 16 06.7
 DG9661;SPC AR N     -   738,876.73    670,310.03   sFT  1.00002368   -1 16 06.7
 DG9661;UTM  15      - 4,022,717.938   394,110.496   MT  0.99973815   -0 41 57.7
 DG9661
 DG9661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9661!SPC AR N     -   0.99993955  x   1.00002368  =   0.99996323
 DG9661!UTM  15      -   0.99993955  x   0.99973815  =   0.99967772
 DG9661
 DG9661_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA9411022717(NAD 83)
 DG9661
 DG9661                          SUPERSEDED SURVEY CONTROL
 DG9661
 DG9661  NAD 83(2011)-  36 20 37.34561(N)    094 10 48.00236(W) AD(2010.00) c
 DG9661  ELLIP H (06/??/19)  385.182  (m)                       GP(2010.00) c c
 DG9661  NAD 83(2011)-  36 20 37.34532(N)    094 10 48.00236(W) AD(2010.00) c
 DG9661  NAD 83(2011)-  36 20 37.34540(N)    094 10 48.00254(W) AD(2010.00) c
 DG9661  ELLIP H (08/??/11)  385.181  (m)                       GP(2010.00) c c
 DG9661  NAD 83(CORS)-  36 20 37.34533(N)    094 10 48.00295(W) AD(2002.00) c
 DG9661  ELLIP H (03/??/05)  385.173  (m)                       GP(2002.00) c c
 DG9661
 DG9661.Superseded values are not recommended for survey control.
 DG9661
 DG9661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG9661.See file dsdata.pdf to determine how the superseded data were derived.
 DG9661
 DG9661_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG9661
 DG9661                          STATION DESCRIPTION
 DG9661
 DG9661'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DG9661'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DG9661'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DG9661'AND LOG FILES ACCESSIBLE AT:
 DG9661'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL1511 ***********************************************************************
 DL1511  DESIGNATION -  CRANK
 DL1511  PID         -  DL1511
 DL1511  STATE/COUNTY-  AR/MILLER
 DL1511  COUNTRY     -  US
 DL1511  USGS QUAD   -  BOYD HILL (2017)
 DL1511
 DL1511                         *CURRENT SURVEY CONTROL
 DL1511  ______________________________________________________________________
 DL1511* NAD 83(1997) POSITION- 33 24 32.05822(N) 093 44 39.83680(W)   ADJUSTED
 DL1511* NAVD 88 ORTHO HEIGHT -    71.    (meters)      233.    (feet) SCALED
 DL1511  ______________________________________________________________________
 DL1511  GEOID HEIGHT    -        -26.867 (meters)                     GEOID18
 DL1511  LAPLACE CORR    -          0.55  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1511.GEOID18 height accuracy estimate available here.
 DL1511
 DL1511.Click photographs - Photos may exist for this station.
 DL1511
 DL1511.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1511
 DL1511. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999308  x   0.99997764  =   0.99997072
 DL1511!UTM  15      -   0.99999308  x   0.99965907  =   0.99965215
 DL1511
 DL1511:                Primary Azimuth Mark                     Grid Az
 DL1511:SPC AR S     -  CRANK AZ MK                              180 30 07.3
 DL1511:UTM  15      -  CRANK AZ MK                              179 56 08.1
 DL1511
 DL1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS3078396867(NAD 83)
 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(1993)-  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
 DL1511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1511.See file dsdata.pdf to determine how the superseded data were derived.
 DL1511
 DL1511_MARKER: DS = TRIANGULATION STATION DISK
 DL1511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1511_STAMPING: CRANK 1951
 DL1511_MARK LOGO: CGS
 DL1511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1511+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 AE2995 ***********************************************************************
 AE2995  CBN         -  This is a Cooperative Base Network Control Station.
 AE2995  DESIGNATION -  CRAWFORD
 AE2995  PID         -  AE2995
 AE2995  STATE/COUNTY-  AR/BAXTER
 AE2995  COUNTRY     -  US
 AE2995  USGS QUAD   -  CLARKRIDGE (2017)
 AE2995
 AE2995                         *CURRENT SURVEY CONTROL
 AE2995  ______________________________________________________________________
 AE2995* NAD 83(2011) POSITION- 36 29 29.48929(N) 092 19 18.01908(W)   ADJUSTED
 AE2995* NAD 83(2011) ELLIP HT-   233.952 (meters)        (06/27/12)   ADJUSTED
 AE2995* NAD 83(2011) EPOCH   -  2010.00
 AE2995* NAVD 88 ORTHO HEIGHT -   262.4   (meters)      861.    (feet) GPS OBS
 AE2995  ______________________________________________________________________
 AE2995  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AE2995  GEOID HEIGHT    -        -28.395 (meters)                     GEOID96
 AE2995  GEOID HEIGHT    -        -28.498 (meters)                     GEOID18
 AE2995  NAD 83(2011) X  -   -207,974.509 (meters)                     COMP
 AE2995  NAD 83(2011) Y  - -5,129,725.163 (meters)                     COMP
 AE2995  NAD 83(2011) Z  -  3,772,317.629 (meters)                     COMP
 AE2995  LAPLACE CORR    -         -1.15  (seconds)                    DEFLEC18
 AE2995
 AE2995  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AE2995  Standards:
 AE2995         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AE2995            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AE2995  -------------------------------------------------------------------
 AE2995  NETWORK    0.88   2.31           0.40   0.31   1.18      0.09358231
 AE2995  -------------------------------------------------------------------
 AE2995  Click here for local accuracies and other accuracy information.
 AE2995
 AE2995.The horizontal coordinates were established by GPS observations
 AE2995.and adjusted by the National Geodetic Survey in June 2012.
 AE2995
 AE2995.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AE2995.been affixed to the stable North American tectonic plate. See 
 AE2995.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AE2995
 AE2995.The horizontal coordinates are valid at the epoch date displayed above
 AE2995.which is a decimal equivalence of Year/Month/Day.
 AE2995
 AE2995.The orthometric height was determined by GPS observations and a
 AE2995.high-resolution geoid model.
 AE2995
 AE2995.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE2995.GEOID18 height accuracy estimate available here.
 AE2995
 AE2995.Click photographs - Photos may exist for this station.
 AE2995
 AE2995.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2995
 AE2995.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE2995
 AE2995.The ellipsoidal height was determined by GPS observations
 AE2995.and is referenced to NAD 83.
 AE2995
 AE2995. The following values were computed from the NAD 83(2011) position.
 AE2995
 AE2995;                    North         East     Units Scale Factor Converg.
 AE2995;SPC AR N     -   239,494.315   371,176.200   MT  1.00006125   -0 11 13.9
 AE2995;SPC AR N     -   785,740.93  1,217,767.25   sFT  1.00006125   -0 11 13.9
 AE2995;UTM  15      - 4,038,681.866   560,754.885   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  =   0.99960878
 AE2995
 AE2995_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA6075438681(NAD 83)
 AE2995
 AE2995                          SUPERSEDED SURVEY CONTROL
 AE2995
 AE2995  NAD 83(2007)-  36 29 29.48933(N)    092 19 18.01990(W) AD(2002.00) 0
 AE2995  ELLIP H (02/10/07)  233.975  (m)                       GP(2002.00)    
 AE2995  ELLIP H (09/21/01)  233.969  (m)                       GP(       ) 4 2
 AE2995  NAD 83(1997)-  36 29 29.48901(N)    092 19 18.02032(W) AD(       ) B
 AE2995  ELLIP H (09/19/97)  233.982  (m)                       GP(       ) 4 1
 AE2995
 AE2995.Superseded values are not recommended for survey control.
 AE2995
 AE2995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2995.See file dsdata.pdf to determine how the superseded data were derived.
 AE2995
 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 = MARCH 20, 2026 22:17:28 EDT
 FF2043 ***********************************************************************
 FF2043  DESIGNATION -  CRAWFORDSVILLE MUNICIPAL TANK
 FF2043  PID         -  FF2043
 FF2043  STATE/COUNTY-  AR/CRITTENDEN
 FF2043  COUNTRY     -  US
 FF2043  USGS QUAD   -  CRAWFORDSVILLE (2017)
 FF2043
 FF2043                         *CURRENT SURVEY CONTROL
 FF2043  ______________________________________________________________________
 FF2043* NAD 83(1997) POSITION- 35 13 17.96701(N) 090 19 29.73377(W)   ADJUSTED
 FF2043  ______________________________________________________________________
 FF2043  GEOID HEIGHT    -        -27.306 (meters)                     GEOID18
 FF2043  LAPLACE CORR    -         -0.58  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF2043.GEOID18 height accuracy estimate available here.
 FF2043
 FF2043.Click photographs - Photos may exist for this station.
 FF2043
 FF2043.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF2043
 FF2043. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV4347400903(NAD 83)
 FF2043
 FF2043                          SUPERSEDED SURVEY CONTROL
 FF2043
 FF2043  NAD 83(1995)-  35 13 17.96794(N)    090 19 29.73319(W) AD(       ) 3
 FF2043  NAD 83(1993)-  35 13 17.97273(N)    090 19 29.73260(W) AD(       ) 3
 FF2043  NAD 83(1986)-  35 13 17.97712(N)    090 19 29.73367(W) AD(       ) 3
 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
 FF2043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2043.See file dsdata.pdf to determine how the superseded data were derived.
 FF2043
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0612 ***********************************************************************
 FF0612  DESIGNATION -  CREEK
 FF0612  PID         -  FF0612
 FF0612  STATE/COUNTY-  AR/ST FRANCIS
 FF0612  COUNTRY     -  US
 FF0612  USGS QUAD   -  MADISON (2017)
 FF0612
 FF0612                         *CURRENT SURVEY CONTROL
 FF0612  ______________________________________________________________________
 FF0612* NAD 83(1997) POSITION- 35 00 11.03016(N) 090 44 19.34015(W)   ADJUSTED
 FF0612* NAVD 88 ORTHO HEIGHT -    68.636 (meters)      225.18  (feet) ADJUSTED
 FF0612  ______________________________________________________________________
 FF0612  GEOID HEIGHT    -        -26.911 (meters)                     GEOID18
 FF0612  LAPLACE CORR    -         -0.76  (seconds)                    DEFLEC18
 FF0612  DYNAMIC HEIGHT  -         68.573 (meters)      224.98  (feet) COMP
 FF0612  MODELED GRAVITY -    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 and
 FF0612.adjusted by the NATIONAL GEODETIC SURVEY
 FF0612.in June 1991.
 FF0612
 FF0612.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0612.GEOID18 height accuracy estimate available here.
 FF0612
 FF0612.Click photographs - Photos may exist for this station.
 FF0612
 FF0612.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999345  x   0.99998702  =   0.99998047
 FF0612!SPC AR S     -   0.99999345  x   1.00006128  =   1.00005473
 FF0612!UTM  15      -   0.99999345  x   1.00012485  =   1.00011830
 FF0612
 FF0612:                Primary Azimuth Mark                     Grid Az
 FF0612:SPC AR N     -  CROW                                     258 07 08.2
 FF0612:SPC AR S     -  CROW                                     258 08 49.0
 FF0612:UTM  15      -  CROW                                     257 33 19.1
 FF0612
 FF0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU0635775719(NAD 83)
 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(1995)-  35 00 11.03413(N)    090 44 19.33834(W) AD(       ) 1
 FF0612  NAD 83(1993)-  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  USSD        -  35 00 10.88400(N)    090 44 18.69700(W) AD(       ) 3
 FF0612  NGVD 29              68.62   (m)          225.1    (f) LEVELING    3  
 FF0612  NGVD 29 (11/26/84)   68.619  (m)          225.13   (f) ADJUSTED    1 2
 FF0612
 FF0612.Superseded values are not recommended for survey control.
 FF0612
 FF0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0612.See file dsdata.pdf to determine how the superseded data were derived.
 FF0612
 FF0612_MARKER: DS = TRIANGULATION STATION DISK
 FF0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0612_STAMPING: CREEK 1916 1920 BM
 FF0612_MARK LOGO: CGS
 FF0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0612+STABILITY: SURFACE MOTION
 FF0612_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0612+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2011
 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  HISTORY     - 20110908 GOOD             BAKER
 FF0612  HISTORY     - 20110909 GOOD             BAKER
 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.
 FF0612
 FF0612                          STATION RECOVERY (2011)
 FF0612
 FF0612'RECOVERY NOTE BY M BAKER JR INCORPORATED 2011 (TM)
 FF0612'RECOVERED IN GOOD CONDITION.
 FF0612
 FF0612                          STATION RECOVERY (2011)
 FF0612
 FF0612'RECOVERY NOTE BY M BAKER JR INCORPORATED 2011 (CN)
 FF0612'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0611 ***********************************************************************
 FF0611  DESIGNATION -  CREEK RM 1
 FF0611  PID         -  FF0611
 FF0611  STATE/COUNTY-  AR/ST FRANCIS
 FF0611  COUNTRY     -  US
 FF0611  USGS QUAD   -  MADISON (2017)
 FF0611
 FF0611                         *CURRENT SURVEY CONTROL
 FF0611  ______________________________________________________________________
 FF0611* NAD 83(1986) POSITION- 35 00 10.58   (N) 090 44 19.45   (W)   HD_HELD1
 FF0611* NAVD 88 ORTHO HEIGHT -    68.575 (meters)      224.98  (feet) ADJUSTED
 FF0611  ______________________________________________________________________
 FF0611  GEOID HEIGHT    -        -26.911 (meters)                     GEOID18
 FF0611  DYNAMIC HEIGHT  -         68.513 (meters)      224.78  (feet) COMP
 FF0611  MODELED GRAVITY -    979,723.7   (mgal)                       NAVD 88
 FF0611
 FF0611  VERT ORDER      -  FIRST     CLASS II
 FF0611
 FF0611.The horizontal coordinates were determined by differentially corrected
 FF0611.hand held GPS observations or other comparable positioning techniques
 FF0611.and have an estimated accuracy of +/- 3 meters.
 FF0611
 FF0611.The orthometric height was determined by differential leveling and
 FF0611.adjusted by the NATIONAL GEODETIC SURVEY
 FF0611.in June 1991.
 FF0611
 FF0611.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0611.GEOID18 height accuracy estimate available here.
 FF0611
 FF0611.Click photographs - Photos may exist for this station.
 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     -    75,024.8     515,129.7     MT  (+/- 3 meters HH1 GPS) 
 FF0611
 FF0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU0635575705(NAD 83)
 FF0611
 FF0611                          SUPERSEDED SURVEY CONTROL
 FF0611
 FF0611  NGVD 29 (11/26/84)   68.558  (m)          224.93   (f) ADJUSTED    1 2
 FF0611
 FF0611.Superseded values are not recommended for survey control.
 FF0611
 FF0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0611.See file dsdata.pdf to determine how the superseded data were derived.
 FF0611
 FF0611_MARKER: DR = REFERENCE MARK DISK
 FF0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0611_STAMPING: CREEK RM 1 1916 1920 BM
 FF0611_MARK LOGO: CGS
 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'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 = MARCH 20, 2026 22:17:28 EDT
 FF0614 ***********************************************************************
 FF0614  DESIGNATION -  CREEK RM 2
 FF0614  PID         -  FF0614
 FF0614  STATE/COUNTY-  AR/ST FRANCIS
 FF0614  COUNTRY     -  US
 FF0614  USGS QUAD   -  MADISON (2017)
 FF0614
 FF0614                         *CURRENT SURVEY CONTROL
 FF0614  ______________________________________________________________________
 FF0614* NAD 83(1986) POSITION- 35 00 11.44   (N) 090 44 18.09   (W)   HD_HELD1
 FF0614* NAVD 88 ORTHO HEIGHT -    68.299 (meters)      224.08  (feet) ADJUSTED
 FF0614  ______________________________________________________________________
 FF0614  GEOID HEIGHT    -        -26.911 (meters)                     GEOID18
 FF0614  DYNAMIC HEIGHT  -         68.237 (meters)      223.87  (feet) COMP
 FF0614  MODELED GRAVITY -    979,723.7   (mgal)                       NAVD 88
 FF0614
 FF0614  VERT ORDER      -  FIRST     CLASS II
 FF0614
 FF0614.The horizontal coordinates were determined by differentially corrected
 FF0614.hand held GPS observations or other comparable positioning techniques
 FF0614.and have an estimated accuracy of +/- 3 meters.
 FF0614
 FF0614.The orthometric height was determined by differential leveling and
 FF0614.adjusted by the NATIONAL GEODETIC SURVEY
 FF0614.in June 1991.
 FF0614
 FF0614.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0614.GEOID18 height accuracy estimate available here.
 FF0614
 FF0614.Click photographs - Photos may exist for this station.
 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     -    75,051.8     515,163.9     MT  (+/- 3 meters HH1 GPS) 
 FF0614
 FF0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU0638975732(NAD 83)
 FF0614
 FF0614                          SUPERSEDED SURVEY CONTROL
 FF0614
 FF0614  NGVD 29 (11/26/84)   68.282  (m)          224.02   (f) ADJUSTED    1 2
 FF0614
 FF0614.Superseded values are not recommended for survey control.
 FF0614
 FF0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0614.See file dsdata.pdf to determine how the superseded data were derived.
 FF0614
 FF0614_MARKER: DR = REFERENCE MARK DISK
 FF0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0614_STAMPING: CREEK RM 2 1916 1920
 FF0614_MARK LOGO: CGS
 FF0614_PROJECTION: PROJECTING 3 CENTIMETERS
 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'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 = MARCH 20, 2026 22:17:28 EDT
 FF0613 ***********************************************************************
 FF0613  DESIGNATION -  CREEK RM 3
 FF0613  PID         -  FF0613
 FF0613  STATE/COUNTY-  AR/ST FRANCIS
 FF0613  COUNTRY     -  US
 FF0613  USGS QUAD   -  MADISON (2017)
 FF0613
 FF0613                         *CURRENT SURVEY CONTROL
 FF0613  ______________________________________________________________________
 FF0613* NAD 83(1986) POSITION- 35 00 10.59   (N) 090 44 19.17   (W)   HD_HELD1
 FF0613* NAVD 88 ORTHO HEIGHT -    68.620 (meters)      225.13  (feet) ADJUSTED
 FF0613  ______________________________________________________________________
 FF0613  GEOID HEIGHT    -        -26.911 (meters)                     GEOID18
 FF0613  DYNAMIC HEIGHT  -         68.558 (meters)      224.93  (feet) COMP
 FF0613  MODELED GRAVITY -    979,723.7   (mgal)                       NAVD 88
 FF0613
 FF0613  VERT ORDER      -  FIRST     CLASS II
 FF0613
 FF0613.The horizontal coordinates were determined by differentially corrected
 FF0613.hand held GPS observations or other comparable positioning techniques
 FF0613.and have an estimated accuracy of +/- 3 meters.
 FF0613
 FF0613.The orthometric height was determined by differential leveling and
 FF0613.adjusted by the NATIONAL GEODETIC SURVEY
 FF0613.in June 1991.
 FF0613
 FF0613.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0613.GEOID18 height accuracy estimate available here.
 FF0613
 FF0613.Click photographs - Photos may exist for this station.
 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     -    75,025.2     515,136.8     MT  (+/- 3 meters HH1 GPS) 
 FF0613
 FF0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU0636275705(NAD 83)
 FF0613
 FF0613                          SUPERSEDED SURVEY CONTROL
 FF0613
 FF0613  NGVD 29 (11/26/84)   68.604  (m)          225.08   (f) ADJUSTED    1 2
 FF0613
 FF0613.Superseded values are not recommended for survey control.
 FF0613
 FF0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0613.See file dsdata.pdf to determine how the superseded data were derived.
 FF0613
 FF0613_MARKER: DR = REFERENCE MARK DISK
 FF0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0613_STAMPING: CREEK RM 3 1916 1920
 FF0613_MARK LOGO: CGS
 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'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 = MARCH 20, 2026 22:17:28 EDT
 DM0067 ***********************************************************************
 DM0067  DESIGNATION -  CRITTON 1 CAP
 DM0067  PID         -  DM0067
 DM0067  STATE/COUNTY-  AR/LITTLE RIVER
 DM0067  COUNTRY     -  US
 DM0067  USGS QUAD   -  DANIELS CHAPEL (2019)
 DM0067
 DM0067                         *CURRENT SURVEY CONTROL
 DM0067  ______________________________________________________________________
 DM0067* NAD 83(1997) POSITION- 33 35 56.89527(N) 094 23 32.97513(W)   ADJUSTED
 DM0067* NAVD 88 ORTHO HEIGHT -    94.10  (+/-2cm)      308.7   (feet) VERTCON3
 DM0067  ______________________________________________________________________
 DM0067  GEOID HEIGHT    -        -26.995 (meters)                     GEOID18
 DM0067  LAPLACE CORR    -         -0.03  (seconds)                    DEFLEC18
 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
 DM0067.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM0067.GEOID18 height accuracy estimate available here.
 DM0067
 DM0067.The vertical order pertains to the NGVD 29 superseded value.
 DM0067
 DM0067.Click photographs - Photos may exist for this station.
 DM0067
 DM0067.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM0067
 DM0067. The following values were computed from the NAD 83(1997) position.
 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  =   0.99993661
 DM0067!SPC OK S     -   0.99998946  x   1.00008248  =   1.00007194
 DM0067!SPC TXNC     -   0.99998946  x   0.99991816  =   0.99990763
 DM0067!UTM  15      -   0.99998946  x   0.99980579  =   0.99979526
 DM0067
 DM0067:                Primary Azimuth Mark                     Grid Az
 DM0067:SPC AR S     -  CRITTON 1 AZ MK                          307 57 03.7
 DM0067:SPC OK S     -  CRITTON 1 AZ MK                          304 33 51.4
 DM0067:SPC TXNC     -  CRITTON 1 AZ MK                          304 22 18.3
 DM0067:UTM  15      -  CRITTON 1 AZ MK                          307 22 57.6
 DM0067
 DM0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT7080018579(NAD 83)
 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(1993)-  33 35 56.89780(N)    094 23 32.97110(W) AD(       ) 3
 DM0067  NAD 83(1993)-  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              94.11   (m)          308.8    (f) LEVELING    3  
 DM0067
 DM0067.Superseded values are not recommended for survey control.
 DM0067
 DM0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0067.See file dsdata.pdf to determine how the superseded data were derived.
 DM0067
 DM0067_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DM0067_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DM0067_STAMPING: CRITTON PAP
 DM0067_MARK LOGO: USACE
 DM0067_MAGNETIC: P = MARKER IS A STEEL PIPE
 DM0067_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM0067
 DM0067  HISTORY     - Date     Condition        Report By
 DM0067  HISTORY     - UNK      MONUMENTED       USACE
 DM0067  HISTORY     - 1952     GOOD             CGS
 DM0067  HISTORY     - 1956     GOOD             CGS
 DM0067  HISTORY     - 1963     GOOD             CGS
 DM0067  HISTORY     - 1963     GOOD             CGS
 DM0067
 DM0067                          STATION DESCRIPTION
 DM0067
 DM0067'DESCRIBED BY COAST AND GEODETIC SURVEY 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EH2948 ***********************************************************************
 EH2948  DESIGNATION -  CROCKETTS
 EH2948  PID         -  EH2948
 EH2948  STATE/COUNTY-  AR/ARKANSAS
 EH2948  COUNTRY     -  US
 EH2948  USGS QUAD   -  CROCKETTS BLUFF (2017)
 EH2948
 EH2948                         *CURRENT SURVEY CONTROL
 EH2948  ______________________________________________________________________
 EH2948* NAD 83(1997) POSITION- 34 26 12.73179(N) 091 13 20.88717(W)   ADJUSTED
 EH2948* NAVD 88 ORTHO HEIGHT -    62.29  (+/-2cm)      204.4   (feet) VERTCON3
 EH2948  ______________________________________________________________________
 EH2948  GEOID HEIGHT    -        -26.703 (meters)                     GEOID18
 EH2948  LAPLACE CORR    -         -1.11  (seconds)                    DEFLEC18
 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
 EH2948.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2948.GEOID18 height accuracy estimate available here.
 EH2948
 EH2948.The vertical order pertains to the NGVD 29 superseded value.
 EH2948
 EH2948.Click photographs - Photos may exist for this station.
 EH2948
 EH2948.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2948
 EH2948. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999441  x   0.99994306  =   0.99993747
 EH2948!UTM  15      -   0.99999441  x   0.99992877  =   0.99992318
 EH2948
 EH2948:                Primary Azimuth Mark                     Grid Az
 EH2948:SPC AR S     -  CROCKETTS AZ MK                          184 11 28.7
 EH2948:UTM  15      -  CROCKETTS AZ MK                          183 37 15.8
 EH2948
 EH2948_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU6331512029(NAD 83)
 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              62.33   (m)          204.5    (f) LEVELING    3  
 EH2948
 EH2948.Superseded values are not recommended for survey control.
 EH2948
 EH2948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2948.See file dsdata.pdf to determine how the superseded data were derived.
 EH2948
 EH2948_MARKER: DS = TRIANGULATION STATION DISK
 EH2948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2948_STAMPING: CROCKETTS 1965
 EH2948_MARK LOGO: CGS
 EH2948_PROJECTION: FLUSH
 EH2948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2948+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EK0887 ***********************************************************************
 EK0887  DESIGNATION -  CROSS
 EK0887  PID         -  EK0887
 EK0887  STATE/COUNTY-  AR/POLK
 EK0887  COUNTRY     -  US
 EK0887  USGS QUAD   -  BOG SPRINGS (2017)
 EK0887
 EK0887                         *CURRENT SURVEY CONTROL
 EK0887  ______________________________________________________________________
 EK0887* NAD 83(1997) POSITION- 34 15 10.05999(N) 094 26 39.75438(W)   ADJUSTED
 EK0887* NAVD 88 ORTHO HEIGHT -   291.50  (+/-2cm)      956.4   (feet) VERTCON3
 EK0887  ______________________________________________________________________
 EK0887  GEOID HEIGHT    -        -28.848 (meters)                     GEOID18
 EK0887  LAPLACE CORR    -          3.01  (seconds)                    DEFLEC18
 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
 EK0887.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0887.GEOID18 height accuracy estimate available here.
 EK0887
 EK0887.The vertical order pertains to the NGVD 29 superseded value.
 EK0887
 EK0887.Click photographs - Photos may exist for this station.
 EK0887
 EK0887.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0887
 EK0887. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 EK0887:SPC AR S     -  WILLIAMS                                 268 59 25.5
 EK0887:SPC OK S     -  WILLIAMS                                 265 36 14.8
 EK0887:UTM  15      -  WILLIAMS                                 268 26 07.5
 EK0887
 EK0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT6700691129(NAD 83)
 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(1993)-  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             291.45   (m)          956.2    (f) LEVELING    3  
 EK0887
 EK0887.Superseded values are not recommended for survey control.
 EK0887
 EK0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0887.See file dsdata.pdf to determine how the superseded data were derived.
 EK0887
 EK0887_MARKER: DS = TRIANGULATION STATION DISK
 EK0887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0887_STAMPING: CROSS 1952
 EK0887_MARK LOGO: CGS
 EK0887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0887+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FF2076 ***********************************************************************
 FF2076  DESIGNATION -  CROSS
 FF2076  PID         -  FF2076
 FF2076  STATE/COUNTY-  AR/CROSS
 FF2076  COUNTRY     -  US
 FF2076  USGS QUAD   -  WITTSBURG (2017)
 FF2076
 FF2076                         *CURRENT SURVEY CONTROL
 FF2076  ______________________________________________________________________
 FF2076* NAD 83(1997) POSITION- 35 11 59.18418(N) 090 43 27.79168(W)   ADJUSTED
 FF2076* NAVD 88 ORTHO HEIGHT -   131.    (meters)      430.    (feet) SCALED
 FF2076  ______________________________________________________________________
 FF2076  GEOID HEIGHT    -        -27.148 (meters)                     GEOID18
 FF2076  LAPLACE CORR    -         -0.56  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF2076.GEOID18 height accuracy estimate available here.
 FF2076
 FF2076.Click photographs - Photos may exist for this station.
 FF2076
 FF2076.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF2076
 FF2076. The following values were computed from the NAD 83(1997) position.
 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     -   0.99998370  x   0.99995831  =   0.99994201
 FF2076!UTM  15      -   0.99998370  x   1.00012895  =   1.00011264
 FF2076
 FF2076:                Primary Azimuth Mark                     Grid Az
 FF2076:SPC AR N     -  DILLON                                   165 06 14.2
 FF2076:UTM  15      -  DILLON                                   164 32 02.5
 FF2076
 FF2076_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU0716597569(NAD 83)
 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(1995)-  35 11 59.18896(N)    090 43 27.78939(W) AD(       ) 1
 FF2076  NAD 83(1993)-  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
 FF2076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2076.See file dsdata.pdf to determine how the superseded data were derived.
 FF2076
 FF2076_MARKER: DS = TRIANGULATION STATION DISK
 FF2076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2076_STAMPING: CROSS 1954
 FF2076_MARK LOGO: CGS
 FF2076_PROJECTION: FLUSH
 FF2076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF2076+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DK2079 ***********************************************************************
 DK2079  DESIGNATION -  CROSSETT
 DK2079  PID         -  DK2079
 DK2079  STATE/COUNTY-  AR/ASHLEY
 DK2079  COUNTRY     -  US
 DK2079  USGS QUAD   -  CROSSETT NORTH (2017)
 DK2079
 DK2079                         *CURRENT SURVEY CONTROL
 DK2079  ______________________________________________________________________
 DK2079* NAD 83(1997) POSITION- 33 07 41.14873(N) 091 57 45.53165(W)   ADJUSTED
 DK2079* NAVD 88 ORTHO HEIGHT -    47.    (meters)      154.    (feet) SCALED
 DK2079  ______________________________________________________________________
 DK2079  GEOID HEIGHT    -        -25.939 (meters)                     GEOID18
 DK2079  LAPLACE CORR    -          0.81  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK2079.GEOID18 height accuracy estimate available here.
 DK2079
 DK2079.Click photographs - Photos may exist for this station.
 DK2079
 DK2079.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK2079
 DK2079. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999670  x   1.00004255  =   1.00003925
 DK2079!UTM  15      -   0.99999670  x   0.99971545  =   0.99971216
 DK2079
 DK2079:                Primary Azimuth Mark                     Grid Az
 DK2079:SPC AR S     -  STILLIONS                                349 22 00.2
 DK2079:UTM  15      -  STILLIONS                                348 49 14.4
 DK2079
 DK2079_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS9676765966(NAD 83)
 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(1992)-  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
 DK2079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2079.See file dsdata.pdf to determine how the superseded data were derived.
 DK2079
 DK2079_MARKER: DS = TRIANGULATION STATION DISK
 DK2079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2079_STAMPING: CROSSETT 1939
 DK2079_MARK LOGO: CGS
 DK2079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK2079+STABILITY: SURFACE MOTION
 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 A 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 SCHOOL VOCATIONAL BUILDING, 78 FEET
 DK2079'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 = MARCH 20, 2026 22:17:28 EDT
 DK2077 ***********************************************************************
 DK2077  DESIGNATION -  CROSSETT 2
 DK2077  PID         -  DK2077
 DK2077  STATE/COUNTY-  AR/ASHLEY
 DK2077  COUNTRY     -  US
 DK2077  USGS QUAD   -  CROSSETT NORTH (2017)
 DK2077
 DK2077                         *CURRENT SURVEY CONTROL
 DK2077  ______________________________________________________________________
 DK2077* NAD 83(1997) POSITION- 33 07 47.12654(N) 091 57 43.81600(W)   ADJUSTED
 DK2077* NAVD 88 ORTHO HEIGHT -    47.    (meters)      154.    (feet) SCALED
 DK2077  ______________________________________________________________________
 DK2077  GEOID HEIGHT    -        -25.938 (meters)                     GEOID18
 DK2077  LAPLACE CORR    -          0.81  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK2077.GEOID18 height accuracy estimate available here.
 DK2077
 DK2077.Click photographs - Photos may exist for this station.
 DK2077
 DK2077.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK2077
 DK2077. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 DK2077:SPC AR S     -  WHITE                                    193 40 58.0
 DK2077:UTM  15      -  WHITE                                    193 08 12.1
 DK2077
 DK2077_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS9680966151(NAD 83)
 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(1992)-  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
 DK2077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2077.See file dsdata.pdf to determine how the superseded data were derived.
 DK2077
 DK2077_MARKER: DS = TRIANGULATION STATION DISK
 DK2077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2077_STAMPING: CROSSETT 2 1952
 DK2077_MARK LOGO: CGS
 DK2077_PROJECTION: FLUSH
 DK2077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK2077+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1056 ***********************************************************************
 FF1056  DESIGNATION -  CROSSING
 FF1056  PID         -  FF1056
 FF1056  STATE/COUNTY-  AR/CRITTENDEN
 FF1056  COUNTRY     -  US
 FF1056  USGS QUAD   -  NORTHWEST MEMPHIS (2019)
 FF1056
 FF1056                         *CURRENT SURVEY CONTROL
 FF1056  ______________________________________________________________________
 FF1056* NAD 83(1997) POSITION- 35 08 54.29999(N) 090 05 45.99501(W)   ADJUSTED
 FF1056* NAVD 88 ORTHO HEIGHT -    69.279 (meters)      227.29  (feet) POSTED
 FF1056  ______________________________________________________________________
 FF1056  GEOID HEIGHT    -        -27.332 (meters)                     GEOID18
 FF1056  LAPLACE CORR    -         -0.49  (seconds)                    DEFLEC18
 FF1056  DYNAMIC HEIGHT  -         69.22  (meters)      227.1   (feet) COMP
 FF1056  MODELED GRAVITY -    979,730.3   (mgal)                       NAVD 88
 FF1056
 FF1056  HORZ ORDER      -  FIRST
 FF1056  VERT ORDER      -  * POSTED, 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
 FF1056.* This is a POSTED BENCH MARK height.
 FF1056
 FF1056.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1056.GEOID18 height accuracy estimate available here.
 FF1056
 FF1056.Click photographs - Photos may exist for this station.
 FF1056
 FF1056.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999342  x   0.99996468  =   0.99995810
 FF1056!SPC TN       -   0.99999342  x   1.00001948  =   1.00001290
 FF1056!UTM  15      -   0.99999342  x   1.00046258  =   1.00045599
 FF1056
 FF1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6454393363(NAD 83)
 FF1056
 FF1056                          SUPERSEDED SURVEY CONTROL
 FF1056
 FF1056  NAD 83(1995)-  35 08 54.30001(N)    090 05 45.99484(W) AD(       ) 1
 FF1056  NAD 83(1993)-  35 08 54.30209(N)    090 05 45.99425(W) AD(       ) 1
 FF1056  NAD 83(1990)-  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  USSD        -  35 08 54.19800(N)    090 05 45.46300(W) AD(       ) 3
 FF1056  NGVD 29 (11/26/84)   69.242  (m)          227.17   (f) ADJUSTED    1 2
 FF1056
 FF1056.Superseded values are not recommended for survey control.
 FF1056
 FF1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1056.See file dsdata.pdf to determine how the superseded data were derived.
 FF1056
 FF1056_MARKER: DS = TRIANGULATION STATION DISK
 FF1056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1056_STAMPING: CROSSING 1916
 FF1056_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1481 ***********************************************************************
 EH1481  DESIGNATION -  CROSSROADS
 EH1481  PID         -  EH1481
 EH1481  STATE/COUNTY-  AR/MONROE
 EH1481  COUNTRY     -  US
 EH1481  USGS QUAD   -  TURNER (2017)
 EH1481
 EH1481                         *CURRENT SURVEY CONTROL
 EH1481  ______________________________________________________________________
 EH1481* NAD 83(1997) POSITION- 34 25 38.15202(N) 091 04 09.06190(W)   ADJUSTED
 EH1481* NAVD 88 ORTHO HEIGHT -    49.296 (meters)      161.73  (feet) ADJUSTED
 EH1481  ______________________________________________________________________
 EH1481  GEOID HEIGHT    -        -26.817 (meters)                     GEOID18
 EH1481  LAPLACE CORR    -         -1.36  (seconds)                    DEFLEC18
 EH1481  DYNAMIC HEIGHT  -         49.248 (meters)      161.57  (feet) COMP
 EH1481  MODELED GRAVITY -    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 and
 EH1481.adjusted by the NATIONAL GEODETIC SURVEY
 EH1481.in August 1993.
 EH1481
 EH1481.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1481.GEOID18 height accuracy estimate available here.
 EH1481
 EH1481.Click photographs - Photos may exist for this station.
 EH1481
 EH1481.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999647  x   0.99994190  =   0.99993837
 EH1481!UTM  15      -   0.99999647  x   0.99998802  =   0.99998449
 EH1481
 EH1481:                Primary Azimuth Mark                     Grid Az
 EH1481:SPC AR S     -  CROSSROADS AZ MK                         060 09 18.1
 EH1481:UTM  15      -  CROSSROADS AZ MK                         059 35 02.8
 EH1481
 EH1481_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU7742111222(NAD 83)
 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(1993)-  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) SUPERSEDED  1 2
 EH1481  NGVD 29              49.35   (m)          161.9    (f) LEVELING    3  
 EH1481  NGVD 29 (11/26/84)   49.324  (m)          161.82   (f) ADJUSTED    1 2
 EH1481
 EH1481.Superseded values are not recommended for survey control.
 EH1481
 EH1481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1481.See file dsdata.pdf to determine how the superseded data were derived.
 EH1481
 EH1481_MARKER: DS = TRIANGULATION STATION DISK
 EH1481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1481_STAMPING: CROSSROADS 1965
 EH1481_MARK LOGO: CGS
 EH1481_PROJECTION: FLUSH
 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 - June 08, 2020
 EH1481
 EH1481  HISTORY     - Date     Condition        Report By
 EH1481  HISTORY     - 1965     MONUMENTED       CGS
 EH1481  HISTORY     - 1976     GOOD             NGS
 EH1481  HISTORY     - 20030407 GOOD             USACE
 EH1481  HISTORY     - 20200608 GOOD             ARHD
 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.
 EH1481
 EH1481                          STATION RECOVERY (2020)
 EH1481
 EH1481'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2020 (JH)
 EH1481'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1480 ***********************************************************************
 EH1480  DESIGNATION -  CROSSROADS RM 1
 EH1480  PID         -  EH1480
 EH1480  STATE/COUNTY-  AR/MONROE
 EH1480  COUNTRY     -  US
 EH1480  USGS QUAD   -  TURNER (2017)
 EH1480
 EH1480                         *CURRENT SURVEY CONTROL
 EH1480  ______________________________________________________________________
 EH1480* NAD 83(1986) POSITION- 34 25 38.44   (N) 091 04 10.17   (W)   HD_HELD1
 EH1480* NAVD 88 ORTHO HEIGHT -    49.191 (meters)      161.39  (feet) ADJUSTED
 EH1480  ______________________________________________________________________
 EH1480  GEOID HEIGHT    -        -26.817 (meters)                     GEOID18
 EH1480  DYNAMIC HEIGHT  -         49.144 (meters)      161.23  (feet) COMP
 EH1480  MODELED GRAVITY -    979,667.4   (mgal)                       NAVD 88
 EH1480
 EH1480  VERT ORDER      -  FIRST     CLASS II
 EH1480
 EH1480.The horizontal coordinates were determined by differentially corrected
 EH1480.hand held GPS observations or other comparable positioning techniques
 EH1480.and have an estimated accuracy of +/- 3 meters.
 EH1480
 EH1480.The orthometric height was determined by differential leveling and
 EH1480.adjusted by the NATIONAL GEODETIC SURVEY
 EH1480.in August 1993.
 EH1480
 EH1480.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1480.GEOID18 height accuracy estimate available here.
 EH1480
 EH1480.Click photographs - Photos may exist for this station.
 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     -   595,671.7     485,525.8     MT  (+/- 3 meters HH1 GPS) 
 EH1480
 EH1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU7739211230(NAD 83)
 EH1480
 EH1480                          SUPERSEDED SURVEY CONTROL
 EH1480
 EH1480  NAVD 88 (06/15/91)   49.176  (m)          161.34   (f) SUPERSEDED  1 2
 EH1480  NGVD 29 (11/26/84)   49.220  (m)          161.48   (f) ADJUSTED    1 2
 EH1480
 EH1480.Superseded values are not recommended for survey control.
 EH1480
 EH1480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1480.See file dsdata.pdf to determine how the superseded data were derived.
 EH1480
 EH1480_MARKER: DR = REFERENCE MARK DISK
 EH1480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1480_STAMPING: CROSSROADS NO 1 1965
 EH1480_MARK LOGO: CGS
 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 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 5 FEET BELOW HIGHWAY, 100 FEET NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1482 ***********************************************************************
 EH1482  DESIGNATION -  CROSSROADS RM 2
 EH1482  PID         -  EH1482
 EH1482  STATE/COUNTY-  AR/MONROE
 EH1482  COUNTRY     -  US
 EH1482  USGS QUAD   -  TURNER (2017)
 EH1482
 EH1482                         *CURRENT SURVEY CONTROL
 EH1482  ______________________________________________________________________
 EH1482* NAD 83(1986) POSITION- 34 25 38.93   (N) 091 04 08.30   (W)   HD_HELD1
 EH1482* NAVD 88 ORTHO HEIGHT -    49.255 (meters)      161.60  (feet) ADJUSTED
 EH1482  ______________________________________________________________________
 EH1482  GEOID HEIGHT    -        -26.818 (meters)                     GEOID18
 EH1482  DYNAMIC HEIGHT  -         49.207 (meters)      161.44  (feet) COMP
 EH1482  MODELED GRAVITY -    979,667.4   (mgal)                       NAVD 88
 EH1482
 EH1482  VERT ORDER      -  FIRST     CLASS II
 EH1482
 EH1482.The horizontal coordinates were determined by differentially corrected
 EH1482.hand held GPS observations or other comparable positioning techniques
 EH1482.and have an estimated accuracy of +/- 3 meters.
 EH1482
 EH1482.The orthometric height was determined by differential leveling and
 EH1482.adjusted by the NATIONAL GEODETIC SURVEY
 EH1482.in August 1993.
 EH1482
 EH1482.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1482.GEOID18 height accuracy estimate available here.
 EH1482
 EH1482.Click photographs - Photos may exist for this station.
 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     -   595,687.2     485,573.4     MT  (+/- 3 meters HH1 GPS) 
 EH1482
 EH1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU7744011246(NAD 83)
 EH1482
 EH1482                          SUPERSEDED SURVEY CONTROL
 EH1482
 EH1482  NAVD 88 (06/15/91)   49.240  (m)          161.55   (f) SUPERSEDED  1 2
 EH1482  NGVD 29 (11/26/84)   49.284  (m)          161.69   (f) ADJUSTED    1 2
 EH1482
 EH1482.Superseded values are not recommended for survey control.
 EH1482
 EH1482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1482.See file dsdata.pdf to determine how the superseded data were derived.
 EH1482
 EH1482_MARKER: DR = REFERENCE MARK DISK
 EH1482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1482_STAMPING: CROSSROADS NO 2 1965
 EH1482_MARK LOGO: CGS
 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 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 5 FEET BELOW HIGHWAY AND 98 FEET NORTHWEST OF A
 EH1482'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1766 ***********************************************************************
 FG1766  DESIGNATION -  CROW
 FG1766  PID         -  FG1766
 FG1766  STATE/COUNTY-  AR/POPE
 FG1766  COUNTRY     -  US
 FG1766  USGS QUAD   -  MORELAND (2017)
 FG1766
 FG1766                         *CURRENT SURVEY CONTROL
 FG1766  ______________________________________________________________________
 FG1766* NAD 83(1997) POSITION- 35 16 41.08147(N) 092 56 59.72824(W)   ADJUSTED
 FG1766* NAVD 88 ORTHO HEIGHT -   331.    (meters)     1086.    (feet) SCALED
 FG1766  ______________________________________________________________________
 FG1766  GEOID HEIGHT    -        -28.807 (meters)                     GEOID18
 FG1766  LAPLACE CORR    -          0.09  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1766.GEOID18 height accuracy estimate available here.
 FG1766
 FG1766.Click photographs - Photos may exist for this station.
 FG1766
 FG1766.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1766
 FG1766. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 FG1766:SPC AR N     -  CROW AZ MK                               226 04 58.7
 FG1766:UTM  15      -  CROW AZ MK                               225 30 04.7
 FG1766
 FG1766_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV0455303882(NAD 83)
 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
 FG1766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1766.See file dsdata.pdf to determine how the superseded data were derived.
 FG1766
 FG1766_MARKER: DS = TRIANGULATION STATION DISK
 FG1766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1766_STAMPING: CROW 1940
 FG1766_MARK LOGO: CGS
 FG1766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1766+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1891 ***********************************************************************
 EJ1891  DESIGNATION -  CROWS
 EJ1891  PID         -  EJ1891
 EJ1891  STATE/COUNTY-  AR/SALINE
 EJ1891  COUNTRY     -  US
 EJ1891  USGS QUAD   -  LONSDALE NE (2017)
 EJ1891
 EJ1891                         *CURRENT SURVEY CONTROL
 EJ1891  ______________________________________________________________________
 EJ1891* NAD 83(1997) POSITION- 34 39 17.42473(N) 092 47 07.54745(W)   ADJUSTED
 EJ1891* NAVD 88 ORTHO HEIGHT -   152.    (meters)      499.    (feet) SCALED
 EJ1891  ______________________________________________________________________
 EJ1891  GEOID HEIGHT    -        -27.044 (meters)                     GEOID18
 EJ1891  LAPLACE CORR    -          3.16  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1891.GEOID18 height accuracy estimate available here.
 EJ1891
 EJ1891.Click photographs - Photos may exist for this station.
 EJ1891
 EJ1891.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1891
 EJ1891. The following values were computed from the NAD 83(1997) position.
 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     -   0.99998039  x   0.99997697  =   0.99995736
 EJ1891!UTM  15      -   0.99998039  x   0.99960476  =   0.99958516
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU1966134788(NAD 83)
 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
 EJ1891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1891.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1891
 EJ1891_MARKER: DS = TRIANGULATION STATION DISK
 EJ1891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1891_STAMPING: CROWS 1963
 EJ1891_MARK LOGO: CGS
 EJ1891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1891+STABILITY: SURFACE MOTION
 EJ1891
 EJ1891  HISTORY     - Date     Condition        Report By
 EJ1891  HISTORY     - 1963     MONUMENTED       CGS
 EJ1891  HISTORY     - 20140422 MARK NOT FOUND   ARHD
 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.
 EJ1891
 EJ1891                          STATION RECOVERY (2014)
 EJ1891
 EJ1891'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (VJB)
 EJ1891'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1729 ***********************************************************************
 EJ1729  DESIGNATION -  CRYSTAL
 EJ1729  PID         -  EJ1729
 EJ1729  STATE/COUNTY-  AR/PULASKI
 EJ1729  COUNTRY     -  US
 EJ1729  USGS QUAD   -  ALEXANDER (2017)
 EJ1729
 EJ1729                         *CURRENT SURVEY CONTROL
 EJ1729  ______________________________________________________________________
 EJ1729* NAD 83(1997) POSITION- 34 41 38.12019(N) 092 25 45.90709(W)   ADJUSTED
 EJ1729* NAVD 88 ORTHO HEIGHT -   309.1   (meters)     1014.    (feet) VERTCON3
 EJ1729  ______________________________________________________________________
 EJ1729  GEOID HEIGHT    -        -26.565 (meters)                     GEOID18
 EJ1729  LAPLACE CORR    -          1.14  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1729.GEOID18 height accuracy estimate available here.
 EJ1729
 EJ1729.Click photographs - Photos may exist for this station.
 EJ1729
 EJ1729.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1729
 EJ1729. The following values were computed from the NAD 83(1997) position.
 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     -   0.99995566  x   0.99998459  =   0.99994025
 EJ1729!UTM  15      -   0.99995566  x   0.99963366  =   0.99958933
 EJ1729
 EJ1729:                Primary Azimuth Mark                     Grid Az
 EJ1729:SPC AR S     -  ALEXANDER RAD STA KKE 92 MAST            185 35 42.9
 EJ1729:UTM  15      -  ALEXANDER RAD STA KKE 92 MAST            185 01 48.5
 EJ1729
 EJ1729_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5225939249(NAD 83)
 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
 EJ1729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1729.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1729
 EJ1729_MARKER: DS = TRIANGULATION STATION DISK
 EJ1729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1729_STAMPING: CRYSTAL 1940
 EJ1729_MARK LOGO: CGS
 EJ1729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1729+STABILITY: SURFACE MOTION
 EJ1729_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EJ1729+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2011
 EJ1729
 EJ1729  HISTORY     - Date     Condition        Report By
 EJ1729  HISTORY     - 1940     MONUMENTED       CGS
 EJ1729  HISTORY     - 1964     GOOD             CGS
 EJ1729  HISTORY     - 1989     GOOD             USPSQD
 EJ1729  HISTORY     - 20110416 GOOD             GEOCAC
 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.
 EJ1729
 EJ1729                          STATION RECOVERY (2011)
 EJ1729
 EJ1729'RECOVERY NOTE BY GEOCACHING 2011 (DOR)
 EJ1729'RECOVERED IN GOOD CONDITION. ACCESSED HIKING FROM PUBLIC ROAD 0.51
 EJ1729'DIRECTLY EAST OF BENCHMARK. STARTED ON ATV TRAIL TURNING INTO MODERATE
 EJ1729'TO MILD BUSHWHACK ALONG RIDGELINE TO MARKER. MODERATE TO EASY HIKE TO
 EJ1729'RECOVER THIS BENCHMARK IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1931 ***********************************************************************
 EJ1931  DESIGNATION -  CRYSTAL
 EJ1931  PID         -  EJ1931
 EJ1931  STATE/COUNTY-  AR/GARLAND
 EJ1931  COUNTRY     -  US
 EJ1931  USGS QUAD   -  CRYSTAL SPRINGS (2017)
 EJ1931
 EJ1931                         *CURRENT SURVEY CONTROL
 EJ1931  ______________________________________________________________________
 EJ1931* NAD 83(1997) POSITION- 34 30 43.34430(N) 093 20 45.43163(W)   ADJUSTED
 EJ1931* NAVD 88 ORTHO HEIGHT -   309.1   (meters)     1014.    (feet) VERTCON3
 EJ1931  ______________________________________________________________________
 EJ1931  GEOID HEIGHT    -        -27.854 (meters)                     GEOID18
 EJ1931  LAPLACE CORR    -          2.12  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1931.GEOID18 height accuracy estimate available here.
 EJ1931
 EJ1931.Click photographs - Photos may exist for this station.
 EJ1931
 EJ1931.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1931
 EJ1931. The following values were computed from the NAD 83(1997) position.
 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  =   0.99990897
 EJ1931!UTM  15      -   0.99995585  x   0.99961243  =   0.99956830
 EJ1931
 EJ1931:                Primary Azimuth Mark                     Grid Az
 EJ1931:SPC AR S     -  CRYSTAL AZ MK                            130 08 13.4
 EJ1931:UTM  15      -  CRYSTAL AZ MK                            129 34 47.1
 EJ1931
 EJ1931_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU6824418986(NAD 83)
 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(1993)-  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
 EJ1931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1931.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1931
 EJ1931_MARKER: DS = TRIANGULATION STATION DISK
 EJ1931_SETTING: 66 = SET IN ROCK OUTCROP
 EJ1931_STAMPING: CRYSTAL 1956
 EJ1931_MARK LOGO: CGS
 EJ1931_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EJ1931+STABILITY: POSITION/ELEVATION WELL
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ2022 ***********************************************************************
 EJ2022  DESIGNATION -  CUB
 EJ2022  PID         -  EJ2022
 EJ2022  STATE/COUNTY-  AR/MONTGOMERY
 EJ2022  COUNTRY     -  US
 EJ2022  USGS QUAD   -  POLK CREEK MOUNTAIN (2017)
 EJ2022
 EJ2022                         *CURRENT SURVEY CONTROL
 EJ2022  ______________________________________________________________________
 EJ2022* NAD 83(1997) POSITION- 34 25 58.26795(N) 093 47 43.39458(W)   ADJUSTED
 EJ2022* NAVD 88 ORTHO HEIGHT -   477.8   (meters)     1568.    (feet) VERTCON3
 EJ2022  ______________________________________________________________________
 EJ2022  GEOID HEIGHT    -        -28.306 (meters)                     GEOID18
 EJ2022  LAPLACE CORR    -          1.10  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ2022.GEOID18 height accuracy estimate available here.
 EJ2022
 EJ2022.Click photographs - Photos may exist for this station.
 EJ2022
 EJ2022.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ2022
 EJ2022. The following values were computed from the NAD 83(1997) position.
 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  =   0.99959531
 EJ2022
 EJ2022:                Primary Azimuth Mark                     Grid Az
 EJ2022:SPC AR S     -  SLATINGTON                               272 06 07.9
 EJ2022:UTM  15      -  SLATINGTON                               271 32 49.5
 EJ2022
 EJ2022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU2692110438(NAD 83)
 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(1993)-  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
 EJ2022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2022.See file dsdata.pdf to determine how the superseded data were derived.
 EJ2022
 EJ2022_MARKER: DS = TRIANGULATION STATION DISK
 EJ2022_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EJ2022_STAMPING: CUB 1956
 EJ2022_MARK LOGO: CGS
 EJ2022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH3065 ***********************************************************************
 EH3065  DESIGNATION -  CULLER
 EH3065  PID         -  EH3065
 EH3065  STATE/COUNTY-  AR/LONOKE
 EH3065  COUNTRY     -  US
 EH3065  USGS QUAD   -  CULLER (2017)
 EH3065
 EH3065                         *CURRENT SURVEY CONTROL
 EH3065  ______________________________________________________________________
 EH3065* NAD 83(1997) POSITION- 34 40 23.49780(N) 091 47 53.87701(W)   ADJUSTED
 EH3065* NAVD 88 ORTHO HEIGHT -    69.    (meters)      226.    (feet) SCALED
 EH3065  ______________________________________________________________________
 EH3065  GEOID HEIGHT    -        -26.652 (meters)                     GEOID18
 EH3065  LAPLACE CORR    -         -1.24  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH3065.GEOID18 height accuracy estimate available here.
 EH3065
 EH3065.Click photographs - Photos may exist for this station.
 EH3065
 EH3065.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH3065
 EH3065. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999336  x   0.99998049  =   0.99997385
 EH3065!UTM  15      -   0.99999336  x   0.99974939  =   0.99974275
 EH3065
 EH3065:                Primary Azimuth Mark                     Grid Az
 EH3065:SPC AR S     -  CULLER AZ MK                             089 39 53.0
 EH3065:UTM  15      -  CULLER AZ MK                             089 05 38.0
 EH3065
 EH3065_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU1009437459(NAD 83)
 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
 EH3065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3065.See file dsdata.pdf to determine how the superseded data were derived.
 EH3065
 EH3065_MARKER: DS = TRIANGULATION STATION DISK
 EH3065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH3065_STAMPING: CULLER 1965
 EH3065_MARK LOGO: CGS
 EH3065_PROJECTION: FLUSH
 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 = MARCH 20, 2026 22:17:28 EDT
 EH3066 ***********************************************************************
 EH3066  DESIGNATION -  CULLER RAD STA KKU 995 MAST
 EH3066  PID         -  EH3066
 EH3066  STATE/COUNTY-  AR/LONOKE
 EH3066  COUNTRY     -  US
 EH3066  USGS QUAD   -  CULLER (2017)
 EH3066
 EH3066                         *CURRENT SURVEY CONTROL
 EH3066  ______________________________________________________________________
 EH3066* NAD 83(1997) POSITION- 34 40 21.77103(N) 091 47 45.18920(W)   ADJUSTED
 EH3066  ______________________________________________________________________
 EH3066  GEOID HEIGHT    -        -26.653 (meters)                     GEOID18
 EH3066  LAPLACE CORR    -         -1.25  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH3066.GEOID18 height accuracy estimate available here.
 EH3066
 EH3066.Click photographs - Photos may exist for this station.
 EH3066
 EH3066.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH3066
 EH3066. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU1031537408(NAD 83)
 EH3066
 EH3066                          SUPERSEDED SURVEY CONTROL
 EH3066
 EH3066  NAD 83(1986)-  34 40 21.77639(N)    091 47 45.18277(W) AD(       ) 3
 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
 EH3066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3066.See file dsdata.pdf to determine how the superseded data were derived.
 EH3066
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2195 ***********************************************************************
 EH2195  DESIGNATION -  CUNEO
 EH2195  PID         -  EH2195
 EH2195  STATE/COUNTY-  AR/PRAIRIE
 EH2195  COUNTRY     -  US
 EH2195  USGS QUAD   -  CARLISLE (2017)
 EH2195
 EH2195                         *CURRENT SURVEY CONTROL
 EH2195  ______________________________________________________________________
 EH2195* NAD 83(1997) POSITION- 34 46 52.95897(N) 091 38 11.49225(W)   ADJUSTED
 EH2195* NAD 83(1997) ELLIP HT-    45.275 (meters)        (09/24/01)   ADJUSTED
 EH2195* NAVD 88 ORTHO HEIGHT -    72.098 (meters)      236.54  (feet) ADJUSTED
 EH2195  ______________________________________________________________________
 EH2195  GEOID HEIGHT    -        -26.929 (meters)                     GEOID18
 EH2195  NAD 83(1997) X  -   -149,772.387 (meters)                     COMP
 EH2195  NAD 83(1997) Y  - -5,242,198.320 (meters)                     COMP
 EH2195  NAD 83(1997) Z  -  3,617,998.801 (meters)                     COMP
 EH2195  LAPLACE CORR    -         -0.59  (seconds)                    DEFLEC18
 EH2195  DYNAMIC HEIGHT  -         72.031 (meters)      236.32  (feet) COMP
 EH2195  MODELED GRAVITY -    979,694.7   (mgal)                       NAVD 88
 EH2195
 EH2195  HORZ ORDER      -  FIRST
 EH2195  VERT ORDER      -  SECOND    CLASS I
 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 and
 EH2195.adjusted by the NATIONAL GEODETIC SURVEY
 EH2195.in June 2022.
 EH2195
 EH2195.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2195.GEOID18 height accuracy estimate available here.
 EH2195
 EH2195.Click photographs - Photos may exist for this station.
 EH2195
 EH2195.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH2195
 EH2195.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2195
 EH2195.The ellipsoidal height was determined by GPS observations
 EH2195.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(1997) position.
 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  =   0.99978471
 EH2195
 EH2195:                Primary Azimuth Mark                     Grid Az
 EH2195:SPC AR S     -  PRAIRIE                                  270 36 41.5
 EH2195:UTM  15      -  PRAIRIE                                  270 02 13.5
 EH2195
 EH2195_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU2475349645(NAD 83)
 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)   45.277  (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  USSD        -  34 46 52.77100(N)    091 38 10.70100(W) AD(       ) 3
 EH2195  NAVD 88 (06/15/91)   72.131  (m)          236.65   (f) SUPERSEDED  1 2
 EH2195  NGVD 29              72.14   (m)          236.7    (f) LEVELING    3  
 EH2195  NGVD 29              72.10   (m)          236.5    (f) LEVELING    3  
 EH2195  NGVD 29 (11/26/84)   72.142  (m)          236.69   (f) ADJUSTED    1 2
 EH2195
 EH2195.Superseded values are not recommended for survey control.
 EH2195
 EH2195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2195.See file dsdata.pdf to determine how the superseded data were derived.
 EH2195
 EH2195_MARKER: DS = TRIANGULATION STATION DISK
 EH2195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2195_STAMPING: CUNEO 1916 1920 BM
 EH2195_MARK LOGO: CGS
 EH2195_PROJECTION: FLUSH
 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 - November 16, 2021
 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  HISTORY     - 20140421 GOOD             ARHD
 EH2195  HISTORY     - 20191030 GOOD             ARHD
 EH2195  HISTORY     - 20211116 GOOD             ARHD
 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.
 EH2195
 EH2195                          STATION RECOVERY (2014)
 EH2195
 EH2195'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (JDH)
 EH2195'RECOVERED IN GOOD CONDITION.
 EH2195
 EH2195                          STATION RECOVERY (2019)
 EH2195
 EH2195'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2019 (JDH)
 EH2195'RECOVERED IN GOOD CONDITION.
 EH2195
 EH2195                          STATION RECOVERY (2021)
 EH2195
 EH2195'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2021 (JDH)
 EH2195'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH2198 ***********************************************************************
 EH2198  DESIGNATION -  CUNEO AZ MK
 EH2198  PID         -  EH2198
 EH2198  STATE/COUNTY-  AR/PRAIRIE
 EH2198  COUNTRY     -  US
 EH2198  USGS QUAD   -  CARLISLE (2017)
 EH2198
 EH2198                         *CURRENT SURVEY CONTROL
 EH2198  ______________________________________________________________________
 EH2198* NAD 83(1986) POSITION- 34 46 53.4    (N) 091 37 58.2    (W)   HD_HELD2
 EH2198* NAVD 88 ORTHO HEIGHT -    71.290 (meters)      233.89  (feet) ADJUSTED
 EH2198  ______________________________________________________________________
 EH2198  GEOID HEIGHT    -        -26.930 (meters)                     GEOID18
 EH2198  DYNAMIC HEIGHT  -         71.223 (meters)      233.67  (feet) COMP
 EH2198  MODELED GRAVITY -    979,694.6   (mgal)                       NAVD 88
 EH2198
 EH2198  VERT ORDER      -  SECOND    CLASS I
 EH2198
 EH2198.The horizontal coordinates were established by autonomous hand held GPS
 EH2198.observations and have an estimated accuracy of +/- 10 meters.
 EH2198
 EH2198.The orthometric height was determined by differential leveling and
 EH2198.adjusted by the NATIONAL GEODETIC SURVEY
 EH2198.in June 2022.
 EH2198
 EH2198.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2198.GEOID18 height accuracy estimate available here.
 EH2198
 EH2198.Click photographs - Photos may exist for this station.
 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     -   634,630.      433,607.      MT  (+/- 10 meters HH2 GPS)
 EH2198
 EH2198_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU2509149664(NAD 83)
 EH2198
 EH2198                          SUPERSEDED SURVEY CONTROL
 EH2198
 EH2198  NAVD 88 (06/15/91)   71.334  (m)          234.04   (f) SUPERSEDED  1 2
 EH2198  NGVD 29 (11/26/84)   71.345  (m)          234.07   (f) ADJUSTED    1 2
 EH2198
 EH2198.Superseded values are not recommended for survey control.
 EH2198
 EH2198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2198.See file dsdata.pdf to determine how the superseded data were derived.
 EH2198
 EH2198_MARKER: DZ = AZIMUTH MARK DISK
 EH2198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2198_STAMPING: CUNEO 1954
 EH2198_MARK LOGO: CGS
 EH2198_PROJECTION: FLUSH
 EH2198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2198+STABILITY: SURFACE MOTION
 EH2198_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2198+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2021
 EH2198
 EH2198  HISTORY     - Date     Condition        Report By
 EH2198  HISTORY     - 1954     MONUMENTED       CGS
 EH2198  HISTORY     - 1967     GOOD             CGS
 EH2198  HISTORY     - 20211116 GOOD             ARHD
 EH2198
 EH2198                          STATION DESCRIPTION
 EH2198
 EH2198'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 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.
 EH2198
 EH2198                          STATION RECOVERY (2021)
 EH2198
 EH2198'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2021 (JDH)
 EH2198'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH2196 ***********************************************************************
 EH2196  DESIGNATION -  CUNEO RM 1
 EH2196  PID         -  EH2196
 EH2196  STATE/COUNTY-  AR/PRAIRIE
 EH2196  COUNTRY     -  US
 EH2196  USGS QUAD   -  CARLISLE (2017)
 EH2196
 EH2196                         *CURRENT SURVEY CONTROL
 EH2196  ______________________________________________________________________
 EH2196* NAD 83(1986) POSITION- 34 46 53.60   (N) 091 38 11.41   (W)   HD_HELD1
 EH2196* NAVD 88 ORTHO HEIGHT -    72.167 (meters)      236.77  (feet) ADJUSTED
 EH2196  ______________________________________________________________________
 EH2196  GEOID HEIGHT    -        -26.929 (meters)                     GEOID18
 EH2196  DYNAMIC HEIGHT  -         72.100 (meters)      236.55  (feet) COMP
 EH2196  MODELED GRAVITY -    979,694.7   (mgal)                       NAVD 88
 EH2196
 EH2196  VERT ORDER      -  SECOND    CLASS I
 EH2196
 EH2196.The horizontal coordinates were determined by differentially corrected
 EH2196.hand held GPS observations or other comparable positioning techniques
 EH2196.and have an estimated accuracy of +/- 3 meters.
 EH2196
 EH2196.The orthometric height was determined by differential leveling and
 EH2196.adjusted by the NATIONAL GEODETIC SURVEY
 EH2196.in June 2022.
 EH2196
 EH2196.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2196.GEOID18 height accuracy estimate available here.
 EH2196
 EH2196.Click photographs - Photos may exist for this station.
 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     -   634,634.7     433,271.0     MT  (+/- 3 meters HH1 GPS) 
 EH2196
 EH2196_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU2475549665(NAD 83)
 EH2196
 EH2196                          SUPERSEDED SURVEY CONTROL
 EH2196
 EH2196  NAVD 88 (06/15/91)   72.218  (m)          236.94   (f) SUPERSEDED  1 2
 EH2196  NGVD 29 (11/26/84)   72.229  (m)          236.97   (f) ADJUSTED    1 2
 EH2196
 EH2196.Superseded values are not recommended for survey control.
 EH2196
 EH2196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2196.See file dsdata.pdf to determine how the superseded data were derived.
 EH2196
 EH2196_MARKER: DR = REFERENCE MARK DISK
 EH2196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2196_STAMPING: CUNEO RM 1 1916 BM 1920
 EH2196_MARK LOGO: CGS
 EH2196_PROJECTION: FLUSH
 EH2196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2196+STABILITY: SURFACE MOTION
 EH2196_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2196+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2021
 EH2196
 EH2196  HISTORY     - Date     Condition        Report By
 EH2196  HISTORY     - 1916     MONUMENTED       CGS
 EH2196  HISTORY     - 1967     GOOD             CGS
 EH2196  HISTORY     - 20211116 GOOD             ARHD
 EH2196
 EH2196                          STATION DESCRIPTION
 EH2196
 EH2196'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 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.
 EH2196
 EH2196                          STATION RECOVERY (2021)
 EH2196
 EH2196'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2021 (JDH)
 EH2196'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH2197 ***********************************************************************
 EH2197  DESIGNATION -  CUNEO RM 2
 EH2197  PID         -  EH2197
 EH2197  STATE/COUNTY-  AR/PRAIRIE
 EH2197  COUNTRY     -  US
 EH2197  USGS QUAD   -  CARLISLE (2017)
 EH2197
 EH2197                         *CURRENT SURVEY CONTROL
 EH2197  ______________________________________________________________________
 EH2197* NAD 83(1986) POSITION- 34 46 53.02   (N) 091 38 10.66   (W)   HD_HELD1
 EH2197* NAVD 88 ORTHO HEIGHT -    71.942 (meters)      236.03  (feet) ADJUSTED
 EH2197  ______________________________________________________________________
 EH2197  GEOID HEIGHT    -        -26.929 (meters)                     GEOID18
 EH2197  DYNAMIC HEIGHT  -         71.874 (meters)      235.81  (feet) COMP
 EH2197  MODELED GRAVITY -    979,694.7   (mgal)                       NAVD 88
 EH2197
 EH2197  VERT ORDER      -  SECOND    CLASS I
 EH2197
 EH2197.The horizontal coordinates were determined by differentially corrected
 EH2197.hand held GPS observations or other comparable positioning techniques
 EH2197.and have an estimated accuracy of +/- 3 meters.
 EH2197
 EH2197.The orthometric height was determined by differential leveling and
 EH2197.adjusted by the NATIONAL GEODETIC SURVEY
 EH2197.in June 2022.
 EH2197
 EH2197.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2197.GEOID18 height accuracy estimate available here.
 EH2197
 EH2197.Click photographs - Photos may exist for this station.
 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     -   634,616.9     433,290.1     MT  (+/- 3 meters HH1 GPS) 
 EH2197
 EH2197_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU2477449648(NAD 83)
 EH2197
 EH2197                          SUPERSEDED SURVEY CONTROL
 EH2197
 EH2197  NAVD 88 (06/15/91)   71.971  (m)          236.12   (f) SUPERSEDED  1 2
 EH2197  NGVD 29 (11/26/84)   71.982  (m)          236.16   (f) ADJUSTED    1 2
 EH2197
 EH2197.Superseded values are not recommended for survey control.
 EH2197
 EH2197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2197.See file dsdata.pdf to determine how the superseded data were derived.
 EH2197
 EH2197_MARKER: DR = REFERENCE MARK DISK
 EH2197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2197_STAMPING: CUNEO RM 2 1916 1920
 EH2197_MARK LOGO: CGS
 EH2197_PROJECTION: FLUSH
 EH2197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2197+STABILITY: SURFACE MOTION
 EH2197_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2197+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2021
 EH2197
 EH2197  HISTORY     - Date     Condition        Report By
 EH2197  HISTORY     - 1935     MONUMENTED       CGS
 EH2197  HISTORY     - 1967     GOOD             CGS
 EH2197  HISTORY     - 20211116 GOOD             ARHD
 EH2197
 EH2197                          STATION DESCRIPTION
 EH2197
 EH2197'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 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.
 EH2197
 EH2197                          STATION RECOVERY (2021)
 EH2197
 EH2197'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2021 (JDH)
 EH2197'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH2190 ***********************************************************************
 EH2190  DESIGNATION -  CUNEO RM 3
 EH2190  PID         -  EH2190
 EH2190  STATE/COUNTY-  AR/PRAIRIE
 EH2190  COUNTRY     -  US
 EH2190  USGS QUAD   -  CARLISLE (2017)
 EH2190
 EH2190                         *CURRENT SURVEY CONTROL
 EH2190  ______________________________________________________________________
 EH2190* NAD 83(1997) POSITION- 34 46 51.96914(N) 091 38 11.37548(W)   ADJUSTED
 EH2190* NAVD 88 ORTHO HEIGHT -    72.033 (meters)      236.33  (feet) ADJUSTED
 EH2190  ______________________________________________________________________
 EH2190  GEOID HEIGHT    -        -26.928 (meters)                     GEOID18
 EH2190  LAPLACE CORR    -         -0.59  (seconds)                    DEFLEC18
 EH2190  DYNAMIC HEIGHT  -         71.966 (meters)      236.11  (feet) COMP
 EH2190  MODELED GRAVITY -    979,694.7   (mgal)                       NAVD 88
 EH2190
 EH2190  HORZ ORDER      -  FIRST
 EH2190  VERT ORDER      -  SECOND    CLASS I
 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 and
 EH2190.adjusted by the NATIONAL GEODETIC SURVEY
 EH2190.in June 2022.
 EH2190
 EH2190.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2190.GEOID18 height accuracy estimate available here.
 EH2190
 EH2190.Click photographs - Photos may exist for this station.
 EH2190
 EH2190.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999292  x   1.00000325  =   0.99999617
 EH2190!UTM  15      -   0.99999292  x   0.99979183  =   0.99978475
 EH2190
 EH2190:                Primary Azimuth Mark                     Grid Az
 EH2190:SPC AR S     -  CUNEO AZ MK                              082 11 47.4
 EH2190:UTM  15      -  CUNEO AZ MK                              081 37 19.3
 EH2190
 EH2190_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU2475649615(NAD 83)
 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  NAVD 88 (06/15/91)   72.055  (m)          236.40   (f) SUPERSEDED  1 2
 EH2190  NGVD 29 (11/26/84)   72.066  (m)          236.44   (f) ADJUSTED    1 2
 EH2190
 EH2190.Superseded values are not recommended for survey control.
 EH2190
 EH2190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2190.See file dsdata.pdf to determine how the superseded data were derived.
 EH2190
 EH2190_MARKER: DR = REFERENCE MARK DISK
 EH2190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2190_STAMPING: CUNEO NO 3 1916
 EH2190_MARK LOGO: CGS
 EH2190_PROJECTION: PROJECTING 10 CENTIMETERS
 EH2190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2190+STABILITY: SURFACE MOTION
 EH2190_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2190+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2021
 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  HISTORY     - 20191030 GOOD             ARHD
 EH2190  HISTORY     - 20211116 GOOD             ARHD
 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.  ALL
 EH2190'MEASUREMENTS AND DIRECTIONS CHECKED.  DIRECTIONS TO REACH THE STATION
 EH2190'ARE INADEQUATE AND AS SUCH A NEW TO REACH FOLLOWS-
 EH2190'
 EH2190'THE STATION IS 6-1/2 MILES EAST OF CARLISLE, 3-1/2 MILES WEST OF HAZEN
 EH2190'ON THE CHICAGO ROCK ISLAND AND PACIFIC RAILROAD RIGHT-OF-WAY.
 EH2190'
 EH2190'TO REACH THE STATION FROM THE JUNCTION OF LIVERMORE STREET AND U.S.
 EH2190'HIGHWAY 70 IN HAZEN, (LIVERMORE STREET IS ABOUT 50 YARDS WEST OF THE
 EH2190'RAILROAD DEPOT) GO WEST ON HIGHWAY 70 FOR 2.9 MILES TO A SIDE ROAD ON
 EH2190'THE RIGHT.** CONTINUE WEST ON HIGHWAY 70 FOR 0.25 MILES TO THE STATION
 EH2190'ON THE RIGHT.
 EH2190'
 EH2190'THE STATION MARK, A STANDARD DISK STAMPED CUNEO NO 3 1916 IS SET IN
 EH2190'THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT IS
 EH2190'100 FEET SOUTH OF TRIANGULATION STATION CUNEO 1916 1920 BM 3, 89 FEET
 EH2190'NORTH OF THE CENTERLINE OF HIGHWAY 70, 66 FEET SOUTH OF THE SOUTH
 EH2190'RAIL, 44 FEET NORTHEAST OF A POWER POLE, 25 FEET SOUTHEAST OF A
 EH2190'TELEPHONE POLE AND 5 FEET EAST OF A METAL WITNESS POST.
 EH2190'
 EH2190'REFERENCE MARK NO. 1, IS A STANDARD DISK STAMPED CUNEO RM 1 1916 1920
 EH2190'BM.  IT IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH
 EH2190'WITH THE SURFACE OF THE GROUND.  IT IS 95 FEET NORTH OF THE NORTH
 EH2190'RAIL, 69 FEET NORTHWEST OF A TELEPHONE POLE WITH THE LETTERS BM
 EH2190'PAINTED ON IT, 66 FEET NORTH OF TRIANGULATION STATION CUNEO 1916 1920
 EH2190'BM 3 AND 1 FOOT SOUTH OF A FENCE.
 EH2190'
 EH2190'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CUNEO 1916 1920 RM 2 IS
 EH2190'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 EH2190'SURFACE OF THE GROUND.  IT IS 89.5 FEET EAST OF TRIANGULATION STATION
 EH2190'CUNEO 1916 1920 BM 3, AND 38 FEET NORTH OF THE NORTH RAIL.
 EH2190'
 EH2190'THE OLD STATION MARK IS A STANDARD DISK STAMPED CUNEO 1916 1920 BM 3.
 EH2190'IT IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH
 EH2190'THE SURFACE OF THE GROUND.  IT IS 61 FEET NORTHWEST OF THE MOST
 EH2190'WESTERN OF TWO WHISTLE SIGNS AND 29 FEET NORTH OF THE NORTH RAIL.
 EH2190'
 EH2190'AZIMUTH MARK, A STANDARD DISK STAMPED CUNEO 1954 IS SET IN THE TOP OF
 EH2190'A ROUND CONCRETE MONUMENT WHICH PROJECTS 4 INCHES ABOVE THE SURFACE OF
 EH2190'THE GROUND.  IT IS 92 FEET NORTH OF OF THE NORTH RAIL, 60 FEET
 EH2190'NORTHEAST OF A TELEPHONE POLE, 4 FEET SOUTH OF A FENCE, 1 FOOT WEST OF
 EH2190'A METAL WITNESS POST AND 6-1/2 RAILS WEST OF A GRAVEL ROAD.
 EH2190'
 EH2190'** FROM THIS POINT, TURN RIGHT ON THE GRAVEL ROAD AND GO NORTH FOR
 EH2190'0.05 MILES TO A TRACK CROSSROAD.  TURN LEFT AND GO WEST ON THE TRACK
 EH2190'ROAD FOR 0.05 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 EH2190'
 EH2190'NOTE-ALL MARKS WERE MEASURED WITH A 300 FOOT TAPE PULLING 7 KG., TAPE
 EH2190'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
 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.
 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 (2019)
 EH2190
 EH2190'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2019 (JDH)
 EH2190'RECOVERED IN GOOD CONDITION.
 EH2190
 EH2190                          STATION RECOVERY (2021)
 EH2190
 EH2190'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2021 (JDH)
 EH2190'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GE1055 ***********************************************************************
 GE1055  DESIGNATION -  CURRENT
 GE1055  PID         -  GE1055
 GE1055  STATE/COUNTY-  AR/RANDOLPH
 GE1055  COUNTRY     -  US
 GE1055  USGS QUAD   -  REYNO (2017)
 GE1055
 GE1055                         *CURRENT SURVEY CONTROL
 GE1055  ______________________________________________________________________
 GE1055* NAD 83(1997) POSITION- 36 17 51.79077(N) 090 50 27.13953(W)   ADJUSTED
 GE1055* NAVD 88 ORTHO HEIGHT -    86.    (meters)      282.    (feet) SCALED
 GE1055  ______________________________________________________________________
 GE1055  GEOID HEIGHT    -        -28.393 (meters)                     GEOID18
 GE1055  LAPLACE CORR    -         -0.25  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE1055.GEOID18 height accuracy estimate available here.
 GE1055
 GE1055.Click photographs - Photos may exist for this station.
 GE1055
 GE1055.The Laplace correction was computed from DEFLEC18 derived deflections.
 GE1055
 GE1055. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999095  x   1.00001336  =   1.00000431
 GE1055!UTM  15      -   0.99999095  x   1.00006315  =   1.00005410
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA9387619133(NAD 83)
 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
 GE1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1055.See file dsdata.pdf to determine how the superseded data were derived.
 GE1055
 GE1055_MARKER: DS = TRIANGULATION STATION DISK
 GE1055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE1055_STAMPING: CURRENT 1955
 GE1055_MARK LOGO: CGS
 GE1055_PROJECTION: FLUSH
 GE1055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE1055+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1211 ***********************************************************************
 DL1211  DESIGNATION -  CURTIS
 DL1211  PID         -  DL1211
 DL1211  STATE/COUNTY-  AR/CLARK
 DL1211  COUNTRY     -  US
 DL1211  USGS QUAD   -  CURTIS (2017)
 DL1211
 DL1211                         *CURRENT SURVEY CONTROL
 DL1211  ______________________________________________________________________
 DL1211* NAD 83(1986) POSITION- 33 59 50.     (N) 093 05 52.     (W)   SCALED
 DL1211* NAVD 88 ORTHO HEIGHT -    56.606 (meters)      185.71  (feet) ADJUSTED
 DL1211  ______________________________________________________________________
 DL1211  GEOID HEIGHT    -        -26.746 (meters)                     GEOID18
 DL1211  DYNAMIC HEIGHT  -         56.549 (meters)      185.53  (feet) COMP
 DL1211  MODELED GRAVITY -    979,629.2   (mgal)                       NAVD 88
 DL1211
 DL1211  VERT ORDER      -  SECOND    CLASS 0
 DL1211
 DL1211.The horizontal coordinates were scaled from a map and have
 DL1211.an estimated accuracy of +/- 6 seconds.
 DL1211
 DL1211.The orthometric height was determined by differential leveling and
 DL1211.adjusted by the NATIONAL GEODETIC SURVEY
 DL1211.in June 1991.
 DL1211
 DL1211.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1211.GEOID18 height accuracy estimate available here.
 DL1211
 DL1211.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT909618(NAD 83)
 DL1211
 DL1211                          SUPERSEDED SURVEY CONTROL
 DL1211
 DL1211.No superseded survey control is available for this station.
 DL1211
 DL1211_MARKER: P = PIPE CAP
 DL1211_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL1211_MARK LOGO: USACE
 DL1211_MAGNETIC: P = MARKER IS A STEEL PIPE
 DL1211_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL1211
 DL1211  HISTORY     - Date     Condition        Report By
 DL1211  HISTORY     - UNK      MONUMENTED       USACE
 DL1211  HISTORY     - 1960     MARK NOT FOUND   CGS
 DL1211
 DL1211                          STATION DESCRIPTION
 DL1211
 DL1211'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1973 ***********************************************************************
 EJ1973  DESIGNATION -  CURTIS
 EJ1973  PID         -  EJ1973
 EJ1973  STATE/COUNTY-  AR/CLARK
 EJ1973  COUNTRY     -  US
 EJ1973  USGS QUAD   -  ARKADELPHIA (2017)
 EJ1973
 EJ1973                         *CURRENT SURVEY CONTROL
 EJ1973  ______________________________________________________________________
 EJ1973* NAD 83(1997) POSITION- 34 00 51.54489(N) 093 06 41.04021(W)   ADJUSTED
 EJ1973* NAVD 88 ORTHO HEIGHT -    90.1   (meters)      296.    (feet) VERTCON3
 EJ1973  ______________________________________________________________________
 EJ1973  GEOID HEIGHT    -        -26.776 (meters)                     GEOID18
 EJ1973  LAPLACE CORR    -          1.48  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1973.GEOID18 height accuracy estimate available here.
 EJ1973
 EJ1973.Click photographs - Photos may exist for this station.
 EJ1973
 EJ1973.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1973
 EJ1973. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999006  x   0.99991853  =   0.99990859
 EJ1973!UTM  15      -   0.99999006  x   0.99960130  =   0.99959136
 EJ1973
 EJ1973:                Primary Azimuth Mark                     Grid Az
 EJ1973:SPC AR S     -  CURTIS AZ MK                             128 59 51.0
 EJ1973:UTM  15      -  CURTIS AZ MK                             128 26 16.0
 EJ1973
 EJ1973_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT8971463749(NAD 83)
 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
 EJ1973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1973.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1973
 EJ1973_MARKER: DS = TRIANGULATION STATION DISK
 EJ1973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1973_STAMPING: CURTIS 1957
 EJ1973_MARK LOGO: CGS
 EJ1973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1973+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0201 ***********************************************************************
 FF0201  DESIGNATION -  CURVE
 FF0201  PID         -  FF0201
 FF0201  STATE/COUNTY-  AR/ST FRANCIS
 FF0201  COUNTRY     -  US
 FF0201  USGS QUAD   -  CHATFIELD (2017)
 FF0201
 FF0201                         *CURRENT SURVEY CONTROL
 FF0201  ______________________________________________________________________
 FF0201* NAD 83(1997) POSITION- 35 05 07.56467(N) 090 25 15.91090(W)   ADJUSTED
 FF0201* NAVD 88 ORTHO HEIGHT -    62.778 (meters)      205.96  (feet) POSTED
 FF0201  ______________________________________________________________________
 FF0201  GEOID HEIGHT    -        -27.131 (meters)                     GEOID18
 FF0201  LAPLACE CORR    -         -1.13  (seconds)                    DEFLEC18
 FF0201  DYNAMIC HEIGHT  -         62.72  (meters)      205.8   (feet) COMP
 FF0201  MODELED GRAVITY -    979,733.6   (mgal)                       NAVD 88
 FF0201
 FF0201  HORZ ORDER      -  FIRST
 FF0201  VERT ORDER      -  * POSTED, 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
 FF0201.* This is a POSTED BENCH MARK height.
 FF0201
 FF0201.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0201.GEOID18 height accuracy estimate available here.
 FF0201
 FF0201.Click photographs - Photos may exist for this station.
 FF0201
 FF0201.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU3511285560(NAD 83)
 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(1995)-  35 05 07.56650(N)    090 25 15.91020(W) AD(       ) 1
 FF0201  NAD 83(1993)-  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  USSD        -  35 05 07.42800(N)    090 25 15.32500(W) AD(       ) 3
 FF0201  NGVD 29              62.74   (m)          205.8    (f) LEVELING    3  
 FF0201  NGVD 29 (11/26/84)   62.741  (m)          205.84   (f) ADJUSTED    1 2
 FF0201
 FF0201.Superseded values are not recommended for survey control.
 FF0201
 FF0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0201.See file dsdata.pdf to determine how the superseded data were derived.
 FF0201
 FF0201_MARKER: DS = TRIANGULATION STATION DISK
 FF0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0201_STAMPING: CURVE 1916 1920
 FF0201_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0203 ***********************************************************************
 FF0203  DESIGNATION -  CURVE RM
 FF0203  PID         -  FF0203
 FF0203  STATE/COUNTY-  AR/ST FRANCIS
 FF0203  COUNTRY     -  US
 FF0203  USGS QUAD   -  CHATFIELD (2017)
 FF0203
 FF0203                         *CURRENT SURVEY CONTROL
 FF0203  ______________________________________________________________________
 FF0203* NAD 83(1986) POSITION- 35 05 08.03   (N) 090 25 15.61   (W)   HD_HELD1
 FF0203* NAVD 88 ORTHO HEIGHT -    62.678 (meters)      205.64  (feet) POSTED
 FF0203  ______________________________________________________________________
 FF0203  GEOID HEIGHT    -        -27.131 (meters)                     GEOID18
 FF0203  DYNAMIC HEIGHT  -         62.62  (meters)      205.4   (feet) COMP
 FF0203  MODELED GRAVITY -    979,733.6   (mgal)                       NAVD 88
 FF0203
 FF0203  VERT ORDER      -  * POSTED, SEE BELOW
 FF0203
 FF0203.The horizontal coordinates were determined by differentially corrected
 FF0203.hand held GPS observations or other comparable positioning techniques
 FF0203.and have an estimated accuracy of +/- 3 meters.
 FF0203
 FF0203.The orthometric height was determined by differential leveling
 FF0203.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 FF0203
 FF0203.* This is a POSTED BENCH MARK height.
 FF0203
 FF0203.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0203.GEOID18 height accuracy estimate available here.
 FF0203
 FF0203.Click photographs - Photos may exist for this station.
 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     -    84,608.3     543,983.6     MT  (+/- 3 meters HH1 GPS) 
 FF0203
 FF0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU3511985574(NAD 83)
 FF0203
 FF0203                          SUPERSEDED SURVEY CONTROL
 FF0203
 FF0203  NGVD 29 (11/26/84)   62.640  (m)          205.51   (f) ADJUSTED    1 2
 FF0203
 FF0203.Superseded values are not recommended for survey control.
 FF0203
 FF0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0203.See file dsdata.pdf to determine how the superseded data were derived.
 FF0203
 FF0203_MARKER: DR = REFERENCE MARK DISK
 FF0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0203_STAMPING: CURVE RM 1916 1920
 FF0203_MARK LOGO: CGS
 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
 FF0203                          STATION DESCRIPTION
 FF0203
 FF0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1916 (JSB)
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1877 ***********************************************************************
 FF1877  DESIGNATION -  CUSHMAN
 FF1877  PID         -  FF1877
 FF1877  STATE/COUNTY-  AR/INDEPENDENCE
 FF1877  COUNTRY     -  US
 FF1877  USGS QUAD   -  SANDTOWN (2017)
 FF1877
 FF1877                         *CURRENT SURVEY CONTROL
 FF1877  ______________________________________________________________________
 FF1877* NAD 83(1997) POSITION- 35 53 27.77701(N) 091 44 02.98586(W)   ADJUSTED
 FF1877* NAVD 88 ORTHO HEIGHT -   264.    (meters)      866.    (feet) SCALED
 FF1877  ______________________________________________________________________
 FF1877  GEOID HEIGHT    -        -27.681 (meters)                     GEOID18
 FF1877  LAPLACE CORR    -         -0.29  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1877.GEOID18 height accuracy estimate available here.
 FF1877
 FF1877.Click photographs - Photos may exist for this station.
 FF1877
 FF1877.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1877
 FF1877. The following values were computed from the NAD 83(1997) position.
 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     -   0.99996290  x   0.99995023  =   0.99991313
 FF1877!UTM  15      -   0.99996290  x   0.99976083  =   0.99972374
 FF1877
 FF1877:                Primary Azimuth Mark                     Grid Az
 FF1877:SPC AR N     -  SAGE                                     334 58 57.4
 FF1877:UTM  15      -  SAGE                                     334 23 42.5
 FF1877
 FF1877_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV1424672604(NAD 83)
 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
 FF1877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1877.See file dsdata.pdf to determine how the superseded data were derived.
 FF1877
 FF1877_MARKER: DS = TRIANGULATION STATION DISK
 FF1877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1877_STAMPING: CUSHMAN 1954
 FF1877_MARK LOGO: CGS
 FF1877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1877+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0472 ***********************************************************************
 GF0472  DESIGNATION -  CXIV
 GF0472  PID         -  GF0472
 GF0472  STATE/COUNTY-  AR/BENTON
 GF0472  COUNTRY     -  US
 GF0472  USGS QUAD   -  GARFIELD (2017)
 GF0472
 GF0472                         *CURRENT SURVEY CONTROL
 GF0472  ______________________________________________________________________
 GF0472* NAD 83(1986) POSITION- 36 26 47.     (N) 093 58 36.     (W)   SCALED
 GF0472* NAVD 88 ORTHO HEIGHT -   463.056 (meters)     1519.21  (feet) ADJUSTED
 GF0472  ______________________________________________________________________
 GF0472  GEOID HEIGHT    -        -28.235 (meters)                     GEOID18
 GF0472  DYNAMIC HEIGHT  -        462.649 (meters)     1517.87  (feet) COMP
 GF0472  MODELED GRAVITY -    979,737.3   (mgal)                       NAVD 88
 GF0472
 GF0472  VERT ORDER      -  FIRST     CLASS II
 GF0472
 GF0472.The horizontal coordinates were scaled from a map and have
 GF0472.an estimated accuracy of +/- 6 seconds.
 GF0472
 GF0472.The orthometric height was determined by differential leveling and
 GF0472.adjusted by the NATIONAL GEODETIC SURVEY
 GF0472.in June 1991.
 GF0472
 GF0472.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0472.GEOID18 height accuracy estimate available here.
 GF0472
 GF0472.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA124339(NAD 83)
 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
 GF0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0472.See file dsdata.pdf to determine how the superseded data were derived.
 GF0472
 GF0472_MARKER: Q = CHISELED SQUARE
 GF0472_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GF0472_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0472
 GF0472  HISTORY     - Date     Condition        Report By
 GF0472  HISTORY     - 1899     MONUMENTED       CGS
 GF0472  HISTORY     - 1961     MARK NOT FOUND   CGS
 GF0472  HISTORY     - 19891115 MARK NOT FOUND   NGS
 GF0472
 GF0472                          STATION DESCRIPTION
 GF0472
 GF0472'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 GG0071 ***********************************************************************
 GG0071  DESIGNATION -  CXIX
 GG0071  PID         -  GG0071
 GG0071  STATE/COUNTY-  AR/WASHINGTON
 GG0071  COUNTRY     -  US
 GG0071  USGS QUAD   -  SPRINGDALE (2017)
 GG0071
 GG0071                         *CURRENT SURVEY CONTROL
 GG0071  ______________________________________________________________________
 GG0071* NAD 83(1986) POSITION- 36 11 15.     (N) 094 07 39.     (W)   SCALED
 GG0071* NAVD 88 ORTHO HEIGHT -   404.528 (meters)     1327.19  (feet) ADJUSTED
 GG0071  ______________________________________________________________________
 GG0071  GEOID HEIGHT    -        -28.073 (meters)                     GEOID18
 GG0071  DYNAMIC HEIGHT  -        404.167 (meters)     1326.00  (feet) COMP
 GG0071  MODELED GRAVITY -    979,728.3   (mgal)                       NAVD 88
 GG0071
 GG0071  VERT ORDER      -  FIRST     CLASS II
 GG0071
 GG0071.The horizontal coordinates were scaled from a map and have
 GG0071.an estimated accuracy of +/- 6 seconds.
 GG0071
 GG0071.The orthometric height was determined by differential leveling and
 GG0071.adjusted by the NATIONAL GEODETIC SURVEY
 GG0071.in June 1991.
 GG0071
 GG0071.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0071.GEOID18 height accuracy estimate available here.
 GG0071
 GG0071.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA986053(NAD 83)
 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
 GG0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0071.See file dsdata.pdf to determine how the superseded data were derived.
 GG0071
 GG0071_MARKER: B = BOLT
 GG0071_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GG0071_SP_SET: BUILDING FOUNDATION
 GG0071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0071
 GG0071  HISTORY     - Date     Condition        Report By
 GG0071  HISTORY     - 1899     MONUMENTED       CGS
 GG0071  HISTORY     - 1960     MARK NOT FOUND   CGS
 GG0071  HISTORY     - 19891115 MARK NOT FOUND   NGS
 GG0071
 GG0071                          STATION DESCRIPTION
 GG0071
 GG0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 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 = MARCH 20, 2026 22:17:28 EDT
 GG0061 ***********************************************************************
 GG0061  DESIGNATION -  CXVII
 GG0061  PID         -  GG0061
 GG0061  STATE/COUNTY-  AR/BENTON
 GG0061  COUNTRY     -  US
 GG0061  USGS QUAD   -  ROGERS (2017)
 GG0061
 GG0061                         *CURRENT SURVEY CONTROL
 GG0061  ______________________________________________________________________
 GG0061* NAD 83(1986) POSITION- 36 19 59.     (N) 094 06 57.     (W)   SCALED
 GG0061* NAVD 88 ORTHO HEIGHT -   420.927 (meters)     1380.99  (feet) ADJUSTED
 GG0061  ______________________________________________________________________
 GG0061  GEOID HEIGHT    -        -28.152 (meters)                     GEOID18
 GG0061  DYNAMIC HEIGHT  -        420.554 (meters)     1379.77  (feet) COMP
 GG0061  MODELED GRAVITY -    979,733.0   (mgal)                       NAVD 88
 GG0061
 GG0061  VERT ORDER      -  FIRST     CLASS II
 GG0061
 GG0061.The horizontal coordinates were scaled from a map and have
 GG0061.an estimated accuracy of +/- 6 seconds.
 GG0061
 GG0061.The orthometric height was determined by differential leveling and
 GG0061.adjusted by the NATIONAL GEODETIC SURVEY
 GG0061.in June 1991.
 GG0061
 GG0061.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0061.GEOID18 height accuracy estimate available here.
 GG0061
 GG0061.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA998214(NAD 83)
 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
 GG0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0061.See file dsdata.pdf to determine how the superseded data were derived.
 GG0061
 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     - 1899     MONUMENTED       CGS
 GG0061  HISTORY     - 1961     GOOD             CGS
 GG0061  HISTORY     - 19891115 MARK NOT FOUND   NGS
 GG0061  HISTORY     - 20120207 MARK NOT FOUND   ARHD
 GG0061
 GG0061                          STATION DESCRIPTION
 GG0061
 GG0061'DESCRIBED BY COAST AND 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.
 GG0061
 GG0061                          STATION RECOVERY (2012)
 GG0061
 GG0061'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (AMC)
 GG0061'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR9523 ***********************************************************************
 DR9523  HT_MOD      -  This is a Height Modernization Survey Station.
 DR9523  PACS        -  This is a Primary Airport Control Station.
 DR9523  DESIGNATION -  CXW A
 DR9523  PID         -  DR9523
 DR9523  STATE/COUNTY-  AR/FAULKNER
 DR9523  COUNTRY     -  US
 DR9523  USGS QUAD   -  GLEASON (2017)
 DR9523
 DR9523                         *CURRENT SURVEY CONTROL
 DR9523  ______________________________________________________________________
 DR9523* NAD 83(2011) POSITION- 35 01 19.24805(N) 092 33 14.99476(W)   ADJUSTED
 DR9523* NAD 83(2011) ELLIP HT-    55.387 (meters)        (09/12/23)   ADJUSTED
 DR9523* NAD 83(2011) EPOCH   -  2010.00
 DR9523* NAVD 88 ORTHO HEIGHT -    83.38  (meters)      273.6   (feet) GPS OBS
 DR9523  ______________________________________________________________________
 DR9523  GEOID HEIGHT    -        -27.982 (meters)                     GEOID18
 DR9523  NAD 83(2011) X  -   -233,027.429 (meters)                     COMP
 DR9523  NAD 83(2011) Y  - -5,223,876.161 (meters)                     COMP
 DR9523  NAD 83(2011) Z  -  3,639,898.941 (meters)                     COMP
 DR9523  LAPLACE CORR    -          2.94  (seconds)                    DEFLEC18
 DR9523
 DR9523  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR9523  Standards:
 DR9523         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR9523            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR9523  -------------------------------------------------------------------
 DR9523  NETWORK    0.45   0.98           0.19   0.18   0.50      0.05841061
 DR9523  -------------------------------------------------------------------
 DR9523  Click here for local accuracies and other accuracy information.
 DR9523
 DR9523.This mark is at Conway Airport  (CXW)
 DR9523
 DR9523.The horizontal coordinates were established by GPS observations
 DR9523.and adjusted by the GARVER ENGINEERS in September 2023.
 DR9523
 DR9523.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR9523.been affixed to the stable North American tectonic plate. See 
 DR9523.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR9523
 DR9523.The horizontal coordinates are valid at the epoch date displayed above
 DR9523.which is a decimal equivalence of Year/Month/Day.
 DR9523
 DR9523.The orthometric height was determined by GPS observations and a
 DR9523.high-resolution geoid model.
 DR9523
 DR9523.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9523.GEOID18 height accuracy estimate available here.
 DR9523
 DR9523.Click photographs - Photos may exist for this station.
 DR9523
 DR9523.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR9523
 DR9523.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR9523
 DR9523.The ellipsoidal height was determined by GPS observations
 DR9523.and is referenced to NAD 83.
 DR9523
 DR9523. The following values were computed from the NAD 83(2011) position.
 DR9523
 DR9523;                    North         East     Units Scale Factor Converg.
 DR9523;SPC AR N     -    76,545.866   349,425.913   MT  0.99998375   -0 19 20.9
 DR9523;SPC AR N     -   251,134.23  1,146,408.18   sFT  0.99998375   -0 19 20.9
 DR9523;UTM  15      - 3,875,575.080   540,672.405   MT  0.99962039   +0 15 21.1
 DR9523
 DR9523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR9523!SPC AR N     -   0.99999131  x   0.99998375  =   0.99997506
 DR9523!UTM  15      -   0.99999131  x   0.99962039  =   0.99961170
 DR9523
 DR9523_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU4067275575(NAD 83)
 DR9523
 DR9523                          SUPERSEDED SURVEY CONTROL
 DR9523
 DR9523.No superseded survey control is available for this station.
 DR9523
 DR9523_MARKER: F = FLANGE-ENCASED ROD
 DR9523_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DR9523_STAMPING: CXW A 2019
 DR9523_MARK LOGO: GARV
 DR9523_PROJECTION: RECESSED 8 CENTIMETERS
 DR9523_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DR9523_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9523_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9523+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2022
 DR9523_ROD/PIPE-DEPTH: 17.2 meters
 DR9523_SLEEVE-DEPTH  : 0.9 meters
 DR9523
 DR9523  HISTORY     - Date     Condition        Report By
 DR9523  HISTORY     - 20190808 MONUMENTED       GARV
 DR9523  HISTORY     - 20221019 GOOD             GARV
 DR9523
 DR9523                          STATION DESCRIPTION
 DR9523
 DR9523'DESCRIBED BY GARVER 2022 (DDH)
 DR9523'THE STATION IS LOCATED ABOUT 12.5 KM (7.8 MI) SOUTHWEST OF CONWAY, 7.5
 DR9523'KM (4.7 MI) NORTHEAST OF BIGELOW AND 13.49 KM (8.38 MI) NORTHWEST OF
 DR9523'MAYFLOWER AT THE NEW CANTRELL FIELD AIRPORT 3250 SAND GAP ROAD CONWAY,
 DR9523'ARKANSAS 72034.
 DR9523'
 DR9523'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 40,
 DR9523'HIGHWAY 286 AND STATE HIGHWAY 60 FROM THE NORTHBOUND LANES OF
 DR9523'INTERSTATE 40, TAKE EXIT 129A-B FOR U.S. 65 BUSINESS-DAVE WARD DRIVE
 DR9523'WEST, TOWARD AR-60 AND MERGE ONTO AR-286 W-US-65 BUSINESS N-DAVE WARD
 DR9523'DRIVE AND CONTINUE WEST FOR APPROXIMATELY 11.4 KM (7.1 MI).  TURN LEFT
 DR9523'ONTO LOLLIE ROAD AND CONTINUE SOUTH FOR 3.7 KM (2.3 MI).  TURN RIGHT
 DR9523'(WEST) TO STAY ON LOLLIE ROAD FOR 1.28 KM (0.80 MI) THEN TAKE A SLIGHT
 DR9523'RIGHT ONTO SAND GAP EXTENDED. CONTINUE FOR 1.28 KM (0.80 MI) AND MERGE
 DR9523'ONTO SAND GAP ROAD. CONTINUE FOR 0.75 KM (0.47 MI) TO THE AIRPORT
 DR9523'ENTRANCE ROAD ON THE LEFT.
 DR9523'
 DR9523'GO LEFT ON ENTRANCE ROAD FOR 0.21 KM (0.13 MI) TO THE FRONT OF THE
 DR9523'AIRPORT OFFICE THEN TURN LEFT.  CONTINUE LEFT FOR 60 M (196.9 FT) TAKE
 DR9523'THE CURVE ROAD TO THE RIGHT UNTIL YOU REACH A LOCKED GATE.  ONCE
 DR9523'YOU'VE GAINED ENTRY FROM THE AIRPORT MANAGER CONTINUE STRAIGHT AHEAD
 DR9523'147 M (482.3 FT) TO THE TAXIWAY.  TURN LEFT (NORTHEAST) ON THE TAXIWAY
 DR9523'AND CONTINUE 178 M (584.0 FT) TO THE STATION ON THE RIGHT.
 DR9523'
 DR9523'THE STATION IS IN THE GRASS AREA 15.8 M (51.8 FT) SOUTHEAST OF THE
 DR9523'CENTERLINE OF THE TAXIWAY, 105 M (344.5 FT) NORTHWEST OF THE
 DR9523'CENTERLINE OF RUNWAY 4-22 AND 48.4 M (158.8 FT) NORTHEAST FROM THE
 DR9523'CENTERLINE OF THE CORPORATE RAMP ENTRY DRIVE APRON. THE STATION WILL
 DR9523'BE A 9/16 INCH STAINLESS STEEL ROD IN A 3 FT (0.9 M) SLEEVE WITH A
 DR9523'FLOATING 3.5 INCH BRASS MONUMENT INSIDE AN ACCESS COVER MARKED SURVEY
 DR9523'MONUMENT.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR9524 ***********************************************************************
 DR9524  HT_MOD      -  This is a Height Modernization Survey Station.
 DR9524  SACS        -  This is a Secondary Airport Control Station.
 DR9524  DESIGNATION -  CXW B
 DR9524  PID         -  DR9524
 DR9524  STATE/COUNTY-  AR/FAULKNER
 DR9524  COUNTRY     -  US
 DR9524  USGS QUAD   -  GLEASON (2017)
 DR9524
 DR9524                         *CURRENT SURVEY CONTROL
 DR9524  ______________________________________________________________________
 DR9524* NAD 83(2011) POSITION- 35 01 34.87632(N) 092 32 58.95528(W)   ADJUSTED
 DR9524* NAD 83(2011) ELLIP HT-    54.601 (meters)        (09/12/23)   ADJUSTED
 DR9524* NAD 83(2011) EPOCH   -  2010.00
 DR9524* NAVD 88 ORTHO HEIGHT -    82.59  (meters)      271.0   (feet) GPS OBS
 DR9524  ______________________________________________________________________
 DR9524  GEOID HEIGHT    -        -27.986 (meters)                     GEOID18
 DR9524  NAD 83(2011) X  -   -232,608.886 (meters)                     COMP
 DR9524  NAD 83(2011) Y  - -5,223,617.484 (meters)                     COMP
 DR9524  NAD 83(2011) Z  -  3,640,292.893 (meters)                     COMP
 DR9524  LAPLACE CORR    -          2.96  (seconds)                    DEFLEC18
 DR9524
 DR9524  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR9524  Standards:
 DR9524         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR9524            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR9524  -------------------------------------------------------------------
 DR9524  NETWORK    0.68   1.53           0.30   0.25   0.78      0.07493492
 DR9524  -------------------------------------------------------------------
 DR9524  Click here for local accuracies and other accuracy information.
 DR9524
 DR9524.This mark is at Conway Airport  (CXW)
 DR9524
 DR9524.The horizontal coordinates were established by GPS observations
 DR9524.and adjusted by the GARVER ENGINEERS in September 2023.
 DR9524
 DR9524.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR9524.been affixed to the stable North American tectonic plate. See 
 DR9524.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR9524
 DR9524.The horizontal coordinates are valid at the epoch date displayed above
 DR9524.which is a decimal equivalence of Year/Month/Day.
 DR9524
 DR9524.The orthometric height was determined by GPS observations and a
 DR9524.high-resolution geoid model.
 DR9524
 DR9524.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9524.GEOID18 height accuracy estimate available here.
 DR9524
 DR9524.Click photographs - Photos may exist for this station.
 DR9524
 DR9524.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR9524
 DR9524.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR9524
 DR9524.The ellipsoidal height was determined by GPS observations
 DR9524.and is referenced to NAD 83.
 DR9524
 DR9524. The following values were computed from the NAD 83(2011) position.
 DR9524
 DR9524;                    North         East     Units Scale Factor Converg.
 DR9524;SPC AR N     -    77,025.187   349,835.206   MT  0.99998301   -0 19 11.6
 DR9524;SPC AR N     -   252,706.80  1,147,751.01   sFT  0.99998301   -0 19 11.6
 DR9524;UTM  15      - 3,876,058.332   541,076.692   MT  0.99962079   +0 15 30.4
 DR9524
 DR9524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR9524!SPC AR N     -   0.99999143  x   0.99998301  =   0.99997444
 DR9524!UTM  15      -   0.99999143  x   0.99962079  =   0.99961222
 DR9524
 DR9524_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU4107676058(NAD 83)
 DR9524
 DR9524                          SUPERSEDED SURVEY CONTROL
 DR9524
 DR9524.No superseded survey control is available for this station.
 DR9524
 DR9524_MARKER: DD = SURVEY DISK
 DR9524_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DR9524_SP_SET: CONCRETE
 DR9524_STAMPING: CXW B 2019
 DR9524_MARK LOGO: GARV
 DR9524_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DR9524_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR9524_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9524+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2022
 DR9524
 DR9524  HISTORY     - Date     Condition        Report By
 DR9524  HISTORY     - 20190808 MONUMENTED       GARV
 DR9524  HISTORY     - 20221019 GOOD             GARV
 DR9524
 DR9524                          STATION DESCRIPTION
 DR9524
 DR9524'DESCRIBED BY GARVER 2022 (DDH)
 DR9524'THE STATION IS LOCATED ABOUT 12.5 KM (7.8 MI) SOUTHWEST OF CONWAY, 7.5
 DR9524'KM (4.7 MI) NORTHEAST OF BIGELOW AND 13.49 KM (8.38 MI) NORTHWEST OF
 DR9524'MAYFLOWER AT THE NEW CANTRELL FIELD AIRPORT 3250 SAND GAP ROAD CONWAY,
 DR9524'ARKANSAS 72034.
 DR9524'
 DR9524'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 40,
 DR9524'HIGHWAY 286 AND STATE HIGHWAY 60 FROM THE NORTHBOUND LANES OF
 DR9524'INTERSTATE 40, TAKE EXIT 129A-B FOR U.S. 65 BUSINESS-DAVE WARD DRIVE
 DR9524'WEST, TOWARD AR-60 AND MERGE ONTO AR-286 W-US-65 BUSINESS N-DAVE WARD
 DR9524'DRIVE AND CONTINUE WEST FOR APPROXIMATELY 11.4 KM (7.1 MI).  TURN LEFT
 DR9524'ONTO LOLLIE ROAD AND CONTINUE SOUTH FOR 3.7 KM (2.3 MI).  TURN RIGHT
 DR9524'(WEST) TO STAY ON LOLLIE ROAD FOR 1.28 KM (0.80 MI) THEN TAKE A SLIGHT
 DR9524'RIGHT ONTO SAND GAP EXTENDED.  CONTINUE FOR 1.28 KM (0.80 MI) AND
 DR9524'MERGE ONTO SAND GAP ROAD.  CONTINUE FOR 0.75 KM (0.47 MI) TO THE
 DR9524'AIRPORT ENTRANCE ROAD ON THE LEFT. GO LEFT ON ENTRANCE ROAD FOR 0.21
 DR9524'KM (0.13 MI) TO THE FRONT OF THE AIRPORT OFFICE THEN TURN LEFT.
 DR9524'CONTINUE LEFT FOR 60 M (196.9 FT) TAKE THE CURVE ROAD TO THE RIGHT
 DR9524'UNTIL YOU REACH A LOCKED GATE.  ONCE YOU'VE GAINED ENTRY FROM THE
 DR9524'AIRPORT MANAGER CONTINUE STRAIGHT AHEAD 147 M (482.3 FT) TO THE
 DR9524'TAXIWAY.  TURN LEFT (NORTHEAST) ON TAXIWAY AND CONTINUE 759.5 M
 DR9524'(2491.8 FT) TO A GRAVEL DRIVE.  CONTINUE ON THE GRAVEL DRIVE 53.3 M
 DR9524'(174.9 FT) TO THE STATION ON THE LEFT.
 DR9524'
 DR9524'THE STATION IS 47.8 M (156.8 FT) FROM TAXIWAY LIGHT NUMBER 236, 79.9 M
 DR9524'(262.1 FT) FROM THE NORTHWEST CORNER OF A22 RUNWAY SIGN. THE STATION
 DR9524'IS A 3.5 INCH BRONZE DISK WITH AN 18 INCH STAINLESS STEEL ANCHORED IN
 DR9524'12 INCH DIAMETER CONCRETE BASE 4 FT (1.2 M) DEEP.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR9525 ***********************************************************************
 DR9525  HT_MOD      -  This is a Height Modernization Survey Station.
 DR9525  SACS        -  This is a Secondary Airport Control Station.
 DR9525  DESIGNATION -  CXW C
 DR9525  PID         -  DR9525
 DR9525  STATE/COUNTY-  AR/FAULKNER
 DR9525  COUNTRY     -  US
 DR9525  USGS QUAD   -  GLEASON (2017)
 DR9525
 DR9525                         *CURRENT SURVEY CONTROL
 DR9525  ______________________________________________________________________
 DR9525* NAD 83(2011) POSITION- 35 00 54.28442(N) 092 33 44.57631(W)   ADJUSTED
 DR9525* NAD 83(2011) ELLIP HT-    54.737 (meters)        (09/12/23)   ADJUSTED
 DR9525* NAD 83(2011) EPOCH   -  2010.00
 DR9525* NAVD 88 ORTHO HEIGHT -    82.72  (meters)      271.4   (feet) GPS OBS
 DR9525  ______________________________________________________________________
 DR9525  GEOID HEIGHT    -        -27.976 (meters)                     GEOID18
 DR9525  NAD 83(2011) X  -   -233,796.323 (meters)                     COMP
 DR9525  NAD 83(2011) Y  - -5,224,283.176 (meters)                     COMP
 DR9525  NAD 83(2011) Z  -  3,639,268.530 (meters)                     COMP
 DR9525  LAPLACE CORR    -          2.85  (seconds)                    DEFLEC18
 DR9525
 DR9525  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR9525  Standards:
 DR9525         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR9525            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR9525  -------------------------------------------------------------------
 DR9525  NETWORK    0.66   1.43           0.29   0.25   0.73      0.07224308
 DR9525  -------------------------------------------------------------------
 DR9525  Click here for local accuracies and other accuracy information.
 DR9525
 DR9525.This mark is at Conway Airport  (CXW)
 DR9525
 DR9525.The horizontal coordinates were established by GPS observations
 DR9525.and adjusted by the GARVER ENGINEERS in September 2023.
 DR9525
 DR9525.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR9525.been affixed to the stable North American tectonic plate. See 
 DR9525.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR9525
 DR9525.The horizontal coordinates are valid at the epoch date displayed above
 DR9525.which is a decimal equivalence of Year/Month/Day.
 DR9525
 DR9525.The orthometric height was determined by GPS observations and a
 DR9525.high-resolution geoid model.
 DR9525
 DR9525.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9525.GEOID18 height accuracy estimate available here.
 DR9525
 DR9525.Click photographs - Photos may exist for this station.
 DR9525
 DR9525.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR9525
 DR9525.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR9525
 DR9525.The ellipsoidal height was determined by GPS observations
 DR9525.and is referenced to NAD 83.
 DR9525
 DR9525. The following values were computed from the NAD 83(2011) position.
 DR9525
 DR9525;                    North         East     Units Scale Factor Converg.
 DR9525;SPC AR N     -    75,780.840   348,671.621   MT  0.99998493   -0 19 38.1
 DR9525;SPC AR N     -   248,624.31  1,143,933.48   sFT  0.99998493   -0 19 38.1
 DR9525;UTM  15      - 3,874,802.761   539,926.145   MT  0.99961965   +0 15 04.0
 DR9525
 DR9525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR9525!SPC AR N     -   0.99999141  x   0.99998493  =   0.99997634
 DR9525!UTM  15      -   0.99999141  x   0.99961965  =   0.99961106
 DR9525
 DR9525_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU3992674802(NAD 83)
 DR9525
 DR9525                          SUPERSEDED SURVEY CONTROL
 DR9525
 DR9525.No superseded survey control is available for this station.
 DR9525
 DR9525_MARKER: DD = SURVEY DISK
 DR9525_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DR9525_STAMPING: CXW C 2019
 DR9525_MARK LOGO: GARV
 DR9525_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DR9525_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR9525_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9525+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2022
 DR9525
 DR9525  HISTORY     - Date     Condition        Report By
 DR9525  HISTORY     - 20190808 MONUMENTED       GARV
 DR9525  HISTORY     - 20221019 GOOD             GARV
 DR9525
 DR9525                          STATION DESCRIPTION
 DR9525
 DR9525'DESCRIBED BY GARVER 2022 (DDH)
 DR9525'THE STATION IS LOCATED ABOUT 12.5 KM (7.8 MI) SOUTHWEST OF CONWAY, 7.5
 DR9525'KM (4.7 MI) NORTHEAST OF BIGELOW AND 13.49 KM (8.38 MI) NORTHWEST OF
 DR9525'MAYFLOWER AT THE NEW CANTRELL FIELD AIRPORT 3250 SAND GAP ROAD CONWAY,
 DR9525'ARKANSAS 72034.
 DR9525'
 DR9525'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 40,
 DR9525'HIGHWAY 286 AND STATE HIGHWAY 60 FROM THE NORTHBOUND LANES OF
 DR9525'INTERSTATE 40, TAKE EXIT 129A-B FOR U.S. 65 BUSINESS-DAVE WARD DRIVE
 DR9525'WEST, TOWARD AR-60 AND MERGE ONTO AR-286 W-US-65 BUSINESS N-DAVE WARD
 DR9525'DRIVE AND CONTINUE WEST FOR APPROXIMATELY 11.4 KM (7.1 MI).  TURN LEFT
 DR9525'ONTO LOLLIE ROAD AND CONTINUE SOUTH FOR 3.7 KM (2.3 MI).  TURN RIGHT
 DR9525'(WEST) TO STAY ON LOLLIE ROAD FOR 1.28 KM (0.80 MI) THEN TAKE A SLIGHT
 DR9525'RIGHT ONTO SAND GAP EXTENDED.  CONTINUE FOR 1.28 KM (0.80 MI) AND
 DR9525'MERGE ONTO SAND GAP ROAD.  CONTINUE FOR 0.75 KM (0.47 MI) TO THE
 DR9525'AIRPORT ENTRANCE ROAD ON THE LEFT. GO LEFT ON ENTRANCE ROAD FOR 0.21
 DR9525'KM (0.13 MI) TO THE FRONT OF THE AIRPORT OFFICE THEN TURN LEFT.
 DR9525'CONTINUE LEFT FOR 60 M (196.9 FT) TAKE THE CURVE ROAD TO THE RIGHT
 DR9525'UNTIL YOU REACH A LOCKED GATE.  ONCE YOU'VE GAINED ENTRY FROM THE
 DR9525'AIRPORT MANAGER CONTINUE STRAIGHT AHEAD 147 M (482.3 FT) TO THE
 DR9525'TAXIWAY.  TURN RIGHT (SOUTHWEST) AND GO 901.43 M (2957.4 FT) TO THE
 DR9525'STATION ON THE LEFT.
 DR9525'
 DR9525'THE STATION IS 9.05 M (29.7 FT) SOUTH OF THE EDGE OF CONCRETE AND 7.31
 DR9525'M (24.0 FT) FROM TAXIWAY LIGHT NUMBER 70 AND 9.17 M (30.1 FT) FROM
 DR9525'TAXIWAY LIGHT NUMBER 69.  THE STATION IS A 3.5 INCH BRONZE DISK WITH
 DR9525'AN 18 INCH STAINLESS STEEL ANCHORED IN 12 INCH DIAMETER CONCRETE BASE
 DR9525'4 FT (1.2 M) DEEP.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GG0078 ***********************************************************************
 GG0078  DESIGNATION -  CXX
 GG0078  PID         -  GG0078
 GG0078  STATE/COUNTY-  AR/WASHINGTON
 GG0078  COUNTRY     -  US
 GG0078  USGS QUAD   -  SPRINGDALE (2017)
 GG0078
 GG0078                         *CURRENT SURVEY CONTROL
 GG0078  ______________________________________________________________________
 GG0078* NAD 83(1986) POSITION- 36 08 01.81   (N) 094 10 04.08   (W)   HD_HELD1
 GG0078* NAVD 88 ORTHO HEIGHT -   363.353 (meters)     1192.10  (feet) ADJUSTED
 GG0078  ______________________________________________________________________
 GG0078  GEOID HEIGHT    -        -28.084 (meters)                     GEOID18
 GG0078  DYNAMIC HEIGHT  -        363.028 (meters)     1191.03  (feet) COMP
 GG0078  MODELED GRAVITY -    979,726.4   (mgal)                       NAVD 88
 GG0078
 GG0078  VERT ORDER      -  FIRST     CLASS II
 GG0078
 GG0078.The horizontal coordinates were determined by differentially corrected
 GG0078.hand held GPS observations or other comparable positioning techniques
 GG0078.and have an estimated accuracy of +/- 3 meters.
 GG0078
 GG0078.The orthometric height was determined by differential leveling and
 GG0078.adjusted by the NATIONAL GEODETIC SURVEY
 GG0078.in June 1991.
 GG0078
 GG0078.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0078.GEOID18 height accuracy estimate available here.
 GG0078
 GG0078.Click photographs - Photos may exist for this station.
 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     -   201,903.5     204,893.3     MT  (+/- 3 meters HH1 GPS) 
 GG0078
 GG0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9492499424(NAD 83)
 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
 GG0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0078.See file dsdata.pdf to determine how the superseded data were derived.
 GG0078
 GG0078_MARKER: V = STONE MONUMENT
 GG0078_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GG0078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0078
 GG0078  HISTORY     - Date     Condition        Report By
 GG0078  HISTORY     - 1899     MONUMENTED       CGS
 GG0078  HISTORY     - 1960     GOOD             CGS
 GG0078  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GG0078  HISTORY     - 19891115 MARK NOT FOUND   NGS
 GG0078
 GG0078                          STATION DESCRIPTION
 GG0078
 GG0078'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 GG0089 ***********************************************************************
 GG0089  DESIGNATION -  CXXI
 GG0089  PID         -  GG0089
 GG0089  STATE/COUNTY-  AR/WASHINGTON
 GG0089  COUNTRY     -  US
 GG0089  USGS QUAD   -  FAYETTEVILLE (2017)
 GG0089
 GG0089                         *CURRENT SURVEY CONTROL
 GG0089  ______________________________________________________________________
 GG0089* NAD 83(1986) POSITION- 36 04 06.6    (N) 094 10 17.8    (W)   HD_HELD2
 GG0089* NAVD 88 ORTHO HEIGHT -   442.522 (meters)     1451.84  (feet) ADJUSTED
 GG0089  ______________________________________________________________________
 GG0089  GEOID HEIGHT    -        -28.077 (meters)                     GEOID18
 GG0089  DYNAMIC HEIGHT  -        442.125 (meters)     1450.54  (feet) COMP
 GG0089  MODELED GRAVITY -    979,721.7   (mgal)                       NAVD 88
 GG0089
 GG0089  VERT ORDER      -  FIRST     CLASS II
 GG0089
 GG0089.The horizontal coordinates were established by autonomous hand held GPS
 GG0089.observations and have an estimated accuracy of +/- 10 meters.
 GG0089
 GG0089.The orthometric height was determined by differential leveling and
 GG0089.adjusted by the NATIONAL GEODETIC SURVEY
 GG0089.in February 2014.
 GG0089
 GG0089.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0089.GEOID18 height accuracy estimate available here.
 GG0089
 GG0089.Click photographs - Photos may exist for this station.
 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     -   194,663.      204,390.      MT  (+/- 10 meters HH2 GPS)
 GG0089
 GG0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9449492181(NAD 83)
 GG0089
 GG0089                          SUPERSEDED SURVEY CONTROL
 GG0089
 GG0089  NAVD 88 (06/15/91)  442.518  (m)         1451.83   (f) SUPERSEDED  1 2
 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
 GG0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0089.See file dsdata.pdf to determine how the superseded data were derived.
 GG0089
 GG0089_MARKER: X = CHISELED CROSS
 GG0089_SETTING: 66 = SET IN ROCK OUTCROP
 GG0089_MAGNETIC: N = NO MAGNETIC MATERIAL
 GG0089_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GG0089+STABILITY: POSITION/ELEVATION WELL
 GG0089_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GG0089+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2013
 GG0089
 GG0089  HISTORY     - Date     Condition        Report By
 GG0089  HISTORY     - 1899     MONUMENTED       CGS
 GG0089  HISTORY     - 1960     MARK NOT FOUND   CGS
 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  HISTORY     - 20090601 GOOD             GEOCAC
 GG0089  HISTORY     - 20130131 GOOD             ARHD
 GG0089
 GG0089                          STATION DESCRIPTION
 GG0089
 GG0089'DESCRIBED BY COAST AND 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.
 GG0089
 GG0089                          STATION RECOVERY (2009)
 GG0089
 GG0089'RECOVERY NOTE BY GEOCACHING 2009 (JA)
 GG0089'RECOVERED IN GOOD CONDITION.
 GG0089
 GG0089                          STATION RECOVERY (2013)
 GG0089
 GG0089'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (JDH)
 GG0089'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FH0749 ***********************************************************************
 FH0749  DESIGNATION -  CXXII
 FH0749  PID         -  FH0749
 FH0749  STATE/COUNTY-  AR/WASHINGTON
 FH0749  COUNTRY     -  US
 FH0749  USGS QUAD   -  WEST FORK (2017)
 FH0749
 FH0749                         *CURRENT SURVEY CONTROL
 FH0749  ______________________________________________________________________
 FH0749* NAD 83(1986) POSITION- 35 59 38.5    (N) 094 10 26.9    (W)   HD_HELD2
 FH0749* NAVD 88 ORTHO HEIGHT -   380.015 (meters)     1246.77  (feet) ADJUSTED
 FH0749  ______________________________________________________________________
 FH0749  GEOID HEIGHT    -        -28.083 (meters)                     GEOID18
 FH0749  DYNAMIC HEIGHT  -        379.668 (meters)     1245.63  (feet) COMP
 FH0749  MODELED GRAVITY -    979,710.0   (mgal)                       NAVD 88
 FH0749
 FH0749  VERT ORDER      -  FIRST     CLASS II
 FH0749
 FH0749.The horizontal coordinates were established by autonomous hand held GPS
 FH0749.observations and have an estimated accuracy of +/- 10 meters.
 FH0749
 FH0749.The orthometric height was determined by differential leveling and
 FH0749.adjusted by the NATIONAL GEODETIC SURVEY
 FH0749.in June 1991.
 FH0749
 FH0749.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0749.GEOID18 height accuracy estimate available here.
 FH0749
 FH0749.Click photographs - Photos may exist for this station.
 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     -   186,407.      203,980.      MT  (+/- 10 meters HH2 GPS)
 FH0749
 FH0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9416783923(NAD 83)
 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
 FH0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0749.See file dsdata.pdf to determine how the superseded data were derived.
 FH0749
 FH0749_MARKER: V = STONE MONUMENT
 FH0749_SP_SET: LIMESTONE POST
 FH0749_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0749
 FH0749  HISTORY     - Date     Condition        Report By
 FH0749  HISTORY     - 1899     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'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 = MARCH 20, 2026 22:17:28 EDT
 FH0005 ***********************************************************************
 FH0005  DESIGNATION -  CXXIII
 FH0005  PID         -  FH0005
 FH0005  STATE/COUNTY-  AR/WASHINGTON
 FH0005  COUNTRY     -  US
 FH0005  USGS QUAD   -  WEST FORK (2017)
 FH0005
 FH0005                         *CURRENT SURVEY CONTROL
 FH0005  ______________________________________________________________________
 FH0005* NAD 83(1986) POSITION- 35 55 27.4    (N) 094 11 20.0    (W)   HD_HELD2
 FH0005* NAVD 88 ORTHO HEIGHT -   411.197 (meters)     1349.07  (feet) ADJUSTED
 FH0005  ______________________________________________________________________
 FH0005  GEOID HEIGHT    -        -28.099 (meters)                     GEOID18
 FH0005  DYNAMIC HEIGHT  -        410.820 (meters)     1347.83  (feet) COMP
 FH0005  MODELED GRAVITY -    979,703.2   (mgal)                       NAVD 88
 FH0005
 FH0005  VERT ORDER      -  FIRST     CLASS II
 FH0005
 FH0005.The horizontal coordinates were established by autonomous hand held GPS
 FH0005.observations and have an estimated accuracy of +/- 10 meters.
 FH0005
 FH0005.The orthometric height was determined by differential leveling and
 FH0005.adjusted by the NATIONAL GEODETIC SURVEY
 FH0005.in June 1991.
 FH0005
 FH0005.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0005.GEOID18 height accuracy estimate available here.
 FH0005
 FH0005.Click photographs - Photos may exist for this station.
 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     -   178,700.      202,479.      MT  (+/- 10 meters HH2 GPS)
 FH0005
 FH0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9274376202(NAD 83)
 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
 FH0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0005.See file dsdata.pdf to determine how the superseded data were derived.
 FH0005
 FH0005_MARKER: B = BOLT
 FH0005_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FH0005_SP_SET: STONE FOUNDATION
 FH0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0005+STABILITY: SURFACE MOTION
 FH0005
 FH0005  HISTORY     - Date     Condition        Report By
 FH0005  HISTORY     - 1899     MONUMENTED       CGS
 FH0005  HISTORY     - 1960     GOOD             CGS
 FH0005
 FH0005                          STATION DESCRIPTION
 FH0005
 FH0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 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 = MARCH 20, 2026 22:17:28 EDT
 FH0008 ***********************************************************************
 FH0008  DESIGNATION -  CXXIV
 FH0008  PID         -  FH0008
 FH0008  STATE/COUNTY-  AR/WASHINGTON
 FH0008  COUNTRY     -  US
 FH0008  USGS QUAD   -  WEST FORK (2017)
 FH0008
 FH0008                         *CURRENT SURVEY CONTROL
 FH0008  ______________________________________________________________________
 FH0008* NAD 83(1986) POSITION- 35 52 57.0    (N) 094 10 16.7    (W)   HD_HELD2
 FH0008* NAVD 88 ORTHO HEIGHT -   419.943 (meters)     1377.76  (feet) ADJUSTED
 FH0008  ______________________________________________________________________
 FH0008  GEOID HEIGHT    -        -28.096 (meters)                     GEOID18
 FH0008  DYNAMIC HEIGHT  -        419.555 (meters)     1376.49  (feet) COMP
 FH0008  MODELED GRAVITY -    979,696.1   (mgal)                       NAVD 88
 FH0008
 FH0008  VERT ORDER      -  FIRST     CLASS II
 FH0008
 FH0008.The horizontal coordinates were established by autonomous hand held GPS
 FH0008.observations and have an estimated accuracy of +/- 10 meters.
 FH0008
 FH0008.The orthometric height was determined by differential leveling and
 FH0008.adjusted by the NATIONAL GEODETIC SURVEY
 FH0008.in June 1991.
 FH0008
 FH0008.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0008.GEOID18 height accuracy estimate available here.
 FH0008
 FH0008.Click photographs - Photos may exist for this station.
 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.      203,963.      MT  (+/- 10 meters HH2 GPS)
 FH0008
 FH0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9427471549(NAD 83)
 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
 FH0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0008.See file dsdata.pdf to determine how the superseded data were derived.
 FH0008
 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     - 1899     MONUMENTED       CGS
 FH0008  HISTORY     - 1960     MARK NOT FOUND   CGS
 FH0008  HISTORY     - 1987     GOOD             USPSQD
 FH0008
 FH0008                          STATION DESCRIPTION
 FH0008
 FH0008'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EH2993 ***********************************************************************
 EH2993  DESIGNATION -  CYPRESS
 EH2993  PID         -  EH2993
 EH2993  STATE/COUNTY-  AR/ARKANSAS
 EH2993  COUNTRY     -  US
 EH2993  USGS QUAD   -  LODGE CORNER (2017)
 EH2993
 EH2993                         *CURRENT SURVEY CONTROL
 EH2993  ______________________________________________________________________
 EH2993* NAD 83(1997) POSITION- 34 17 16.47377(N) 091 36 36.67397(W)   ADJUSTED
 EH2993* NAVD 88 ORTHO HEIGHT -    56.09  (+/-2cm)      184.0   (feet) VERTCON3
 EH2993  ______________________________________________________________________
 EH2993  GEOID HEIGHT    -        -26.212 (meters)                     GEOID18
 EH2993  LAPLACE CORR    -         -1.13  (seconds)                    DEFLEC18
 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
 EH2993.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2993.GEOID18 height accuracy estimate available here.
 EH2993
 EH2993.The vertical order pertains to the NGVD 29 superseded value.
 EH2993
 EH2993.Click photographs - Photos may exist for this station.
 EH2993
 EH2993.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2993
 EH2993. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999531  x   0.99992822  =   0.99992353
 EH2993!UTM  15      -   0.99999531  x   0.99980169  =   0.99979700
 EH2993
 EH2993:                Primary Azimuth Mark                     Grid Az
 EH2993:SPC AR S     -  CORINTH                                  338 50 45.2
 EH2993:UTM  15      -  CORINTH                                  338 16 51.6
 EH2993
 EH2993_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT2791694953(NAD 83)
 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              56.15   (m)          184.2    (f) LEVELING    3  
 EH2993
 EH2993.Superseded values are not recommended for survey control.
 EH2993
 EH2993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2993.See file dsdata.pdf to determine how the superseded data were derived.
 EH2993
 EH2993_MARKER: DS = TRIANGULATION STATION DISK
 EH2993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2993_STAMPING: CYPRESS 1965
 EH2993_MARK LOGO: CGS
 EH2993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2993+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1480 ***********************************************************************
 DL1480  DESIGNATION -  CYPRESS
 DL1480  PID         -  DL1480
 DL1480  STATE/COUNTY-  AR/COLUMBIA
 DL1480  COUNTRY     -  US
 DL1480  USGS QUAD   -  EMERSON (2017)
 DL1480
 DL1480                         *CURRENT SURVEY CONTROL
 DL1480  ______________________________________________________________________
 DL1480* NAD 83(1997) POSITION- 33 01 18.69049(N) 093 09 14.03794(W)   ADJUSTED
 DL1480* NAVD 88 ORTHO HEIGHT -   102.    (meters)      335.    (feet) SCALED
 DL1480  ______________________________________________________________________
 DL1480  GEOID HEIGHT    -        -26.191 (meters)                     GEOID18
 DL1480  LAPLACE CORR    -          0.08  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1480.GEOID18 height accuracy estimate available here.
 DL1480
 DL1480.Click photographs - Photos may exist for this station.
 DL1480
 DL1480.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1480
 DL1480. The following values were computed from the NAD 83(1997) position.
 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     -   0.99998811  x   1.00007329  =   1.00006140
 DL1480!SPC LA N     -   0.99998811  x   1.00010030  =   1.00008841
 DL1480!UTM  15      -   0.99998811  x   0.99960255  =   0.99959066
 DL1480
 DL1480:                Primary Azimuth Mark                     Grid Az
 DL1480:SPC AR S     -  WESTERN                                  279 42 32.5
 DL1480:SPC LA N     -  WESTERN                                  279 24 32.1
 DL1480:UTM  15      -  WESTERN                                  279 08 49.4
 DL1480
 DL1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS8562653720(NAD 83)
 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(1993)-  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
 DL1480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1480.See file dsdata.pdf to determine how the superseded data were derived.
 DL1480
 DL1480_MARKER: DS = TRIANGULATION STATION DISK
 DL1480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1480_STAMPING: CYPRESS 1950
 DL1480_MARK LOGO: CGS
 DL1480_PROJECTION: FLUSH
 DL1480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1480+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DL0668 ***********************************************************************
 DL0668  DESIGNATION -  CYPRESS RM 1
 DL0668  PID         -  DL0668
 DL0668  STATE/COUNTY-  AR/COLUMBIA
 DL0668  COUNTRY     -  US
 DL0668  USGS QUAD   -  EMERSON (2017)
 DL0668
 DL0668                         *CURRENT SURVEY CONTROL
 DL0668  ______________________________________________________________________
 DL0668* NAD 83(1986) POSITION- 33 01 17.66   (N) 093 09 13.92   (W)   HD_HELD1
 DL0668* NAVD 88 ORTHO HEIGHT -   100.919 (meters)      331.10  (feet) ADJUSTED
 DL0668  ______________________________________________________________________
 DL0668  GEOID HEIGHT    -        -26.191 (meters)                     GEOID18
 DL0668  DYNAMIC HEIGHT  -        100.809 (meters)      330.74  (feet) COMP
 DL0668  MODELED GRAVITY -    979,542.7   (mgal)                       NAVD 88
 DL0668
 DL0668  VERT ORDER      -  SECOND    CLASS 0
 DL0668
 DL0668.The horizontal coordinates were determined by differentially corrected
 DL0668.hand held GPS observations or other comparable positioning techniques
 DL0668.and have an estimated accuracy of +/- 3 meters.
 DL0668
 DL0668.The orthometric height was determined by differential leveling and
 DL0668.adjusted by the NATIONAL GEODETIC SURVEY
 DL0668.in June 1991.
 DL0668
 DL0668.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0668.GEOID18 height accuracy estimate available here.
 DL0668
 DL0668.Click photographs - Photos may exist for this station.
 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     -   439,972.5     292,188.1     MT  (+/- 3 meters HH1 GPS) 
 DL0668
 DL0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS8562953688(NAD 83)
 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
 DL0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0668.See file dsdata.pdf to determine how the superseded data were derived.
 DL0668
 DL0668_MARKER: DR = REFERENCE MARK DISK
 DL0668_SETTING: 7 = 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             CGS
 DL0668  HISTORY     - 1975     POOR             USGS
 DL0668
 DL0668                          STATION DESCRIPTION
 DL0668
 DL0668'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DL0669 ***********************************************************************
 DL0669  DESIGNATION -  CYPRESS RM 2
 DL0669  PID         -  DL0669
 DL0669  STATE/COUNTY-  AR/COLUMBIA
 DL0669  COUNTRY     -  US
 DL0669  USGS QUAD   -  EMERSON (2017)
 DL0669
 DL0669                         *CURRENT SURVEY CONTROL
 DL0669  ______________________________________________________________________
 DL0669* NAD 83(1986) POSITION- 33 01 18.58   (N) 093 09 15.31   (W)   HD_HELD1
 DL0669* NAVD 88 ORTHO HEIGHT -   100.343 (meters)      329.21  (feet) ADJUSTED
 DL0669  ______________________________________________________________________
 DL0669  GEOID HEIGHT    -        -26.191 (meters)                     GEOID18
 DL0669  DYNAMIC HEIGHT  -        100.233 (meters)      328.85  (feet) COMP
 DL0669  MODELED GRAVITY -    979,542.7   (mgal)                       NAVD 88
 DL0669
 DL0669  VERT ORDER      -  SECOND    CLASS 0
 DL0669
 DL0669.The horizontal coordinates were determined by differentially corrected
 DL0669.hand held GPS observations or other comparable positioning techniques
 DL0669.and have an estimated accuracy of +/- 3 meters.
 DL0669
 DL0669.The orthometric height was determined by differential leveling and
 DL0669.adjusted by the NATIONAL GEODETIC SURVEY
 DL0669.in June 1991.
 DL0669
 DL0669.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0669.GEOID18 height accuracy estimate available here.
 DL0669
 DL0669.Click photographs - Photos may exist for this station.
 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     -   440,001.2     292,152.3     MT  (+/- 3 meters HH1 GPS) 
 DL0669
 DL0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS8559353717(NAD 83)
 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
 DL0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0669.See file dsdata.pdf to determine how the superseded data were derived.
 DL0669
 DL0669_MARKER: DR = REFERENCE MARK DISK
 DL0669_SETTING: 7 = 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             CGS
 DL0669  HISTORY     - 1975     GOOD             USGS
 DL0669
 DL0669                          STATION DESCRIPTION
 DL0669
 DL0669'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0513 ***********************************************************************
 EJ0513  DESIGNATION -  D
 EJ0513  PID         -  EJ0513
 EJ0513  STATE/COUNTY-  AR/JEFFERSON
 EJ0513  COUNTRY     -  US
 EJ0513  USGS QUAD   -  REDFIELD (2017)
 EJ0513
 EJ0513                         *CURRENT SURVEY CONTROL
 EJ0513  ______________________________________________________________________
 EJ0513* NAD 83(1986) POSITION- 34 26 47.     (N) 092 11 05.     (W)   SCALED
 EJ0513* NAVD 88 ORTHO HEIGHT -    93.857 (meters)      307.93  (feet) ADJUSTED
 EJ0513  ______________________________________________________________________
 EJ0513  GEOID HEIGHT    -        -26.099 (meters)                     GEOID18
 EJ0513  DYNAMIC HEIGHT  -         93.768 (meters)      307.64  (feet) COMP
 EJ0513  MODELED GRAVITY -    979,689.3   (mgal)                       NAVD 88
 EJ0513
 EJ0513  VERT ORDER      -  FIRST     CLASS II
 EJ0513
 EJ0513.The horizontal coordinates were scaled from a map and have
 EJ0513.an estimated accuracy of +/- 6 seconds.
 EJ0513
 EJ0513.The orthometric height was determined by differential leveling and
 EJ0513.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0513.in June 1991.
 EJ0513
 EJ0513.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0513.GEOID18 height accuracy estimate available here.
 EJ0513
 EJ0513.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU748119(NAD 83)
 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
 EJ0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0513.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0513
 EJ0513_MARKER: Q = CHISELED SQUARE
 EJ0513_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0513_PROJECTION: PROJECTING 20 CENTIMETERS
 EJ0513_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0513
 EJ0513  HISTORY     - Date     Condition        Report By
 EJ0513  HISTORY     - 1887     MONUMENTED       CGS
 EJ0513  HISTORY     - 1940     GOOD             CGS
 EJ0513  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0513
 EJ0513                          STATION DESCRIPTION
 EJ0513
 EJ0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0054 ***********************************************************************
 FG0054  DESIGNATION -  D 1
 FG0054  PID         -  FG0054
 FG0054  STATE/COUNTY-  AR/VAN BUREN
 FG0054  COUNTRY     -  US
 FG0054  USGS QUAD   -  CLINTON (2017)
 FG0054
 FG0054                         *CURRENT SURVEY CONTROL
 FG0054  ______________________________________________________________________
 FG0054* NAD 83(1986) POSITION- 35 35 35.5    (N) 092 27 25.8    (W)   HD_HELD2
 FG0054* NAVD 88 ORTHO HEIGHT -   154.097 (meters)      505.57  (feet) ADJUSTED
 FG0054  ______________________________________________________________________
 FG0054  GEOID HEIGHT    -        -27.946 (meters)                     GEOID18
 FG0054  DYNAMIC HEIGHT  -        153.957 (meters)      505.11  (feet) COMP
 FG0054  MODELED GRAVITY -    979,724.1   (mgal)                       NAVD 88
 FG0054
 FG0054  VERT ORDER      -  SECOND    CLASS I
 FG0054
 FG0054.The horizontal coordinates were established by autonomous hand held GPS
 FG0054.observations and have an estimated accuracy of +/- 10 meters.
 FG0054
 FG0054.The orthometric height was determined by differential leveling and
 FG0054.adjusted by the NATIONAL GEODETIC SURVEY
 FG0054.in January 2017.
 FG0054
 FG0054.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0054.GEOID18 height accuracy estimate available here.
 FG0054
 FG0054.Click photographs - Photos may exist for this station.
 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     -   139,867.      358,572.      MT  (+/- 10 meters HH2 GPS)
 FG0054
 FG0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV4917438964(NAD 83)
 FG0054
 FG0054                          SUPERSEDED SURVEY CONTROL
 FG0054
 FG0054  NAVD 88 (06/15/91)  154.101  (m)          505.58   (f) SUPERSEDED  2 0
 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
 FG0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0054.See file dsdata.pdf to determine how the superseded data were derived.
 FG0054
 FG0054_MARKER: DB = BENCH MARK DISK
 FG0054_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0054_STAMPING: D 1 1934
 FG0054_MARK LOGO: CGS
 FG0054_PROJECTION: FLUSH
 FG0054_MAGNETIC: N = NO MAGNETIC MATERIAL
 FG0054_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0054_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FG0054+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2025
 FG0054
 FG0054  HISTORY     - Date     Condition        Report By
 FG0054  HISTORY     - 1934     MONUMENTED       CGS
 FG0054  HISTORY     - 1939     GOOD             CGS
 FG0054  HISTORY     - 20150824 GOOD             ARHD
 FG0054  HISTORY     - 20191220 GOOD             NGS
 FG0054  HISTORY     - 20250724 GOOD             ARHD
 FG0054
 FG0054                          STATION DESCRIPTION
 FG0054
 FG0054'DESCRIBED BY COAST AND 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.
 FG0054
 FG0054                          STATION RECOVERY (2015)
 FG0054
 FG0054'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 FG0054'RECOVERED AS DESCRIBED.
 FG0054
 FG0054                          STATION RECOVERY (2019)
 FG0054
 FG0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2019 (BW)
 FG0054'RECOVERED IN GOOD CONDITION.
 FG0054
 FG0054                          STATION RECOVERY (2025)
 FG0054
 FG0054'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2025 (WAT)
 FG0054'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0028 ***********************************************************************
 EJ0028  DESIGNATION -  D 10
 EJ0028  PID         -  EJ0028
 EJ0028  STATE/COUNTY-  AR/LONOKE
 EJ0028  COUNTRY     -  US
 EJ0028  USGS QUAD   -  CABOT (2017)
 EJ0028
 EJ0028                         *CURRENT SURVEY CONTROL
 EJ0028  ______________________________________________________________________
 EJ0028* NAD 83(1986) POSITION- 34 55 47.48   (N) 092 02 56.79   (W)   HD_HELD1
 EJ0028* NAVD 88 ORTHO HEIGHT -    79.484 (meters)      260.77  (feet) ADJUSTED
 EJ0028  ______________________________________________________________________
 EJ0028  GEOID HEIGHT    -        -27.113 (meters)                     GEOID18
 EJ0028  DYNAMIC HEIGHT  -         79.411 (meters)      260.53  (feet) COMP
 EJ0028  MODELED GRAVITY -    979,707.0   (mgal)                       NAVD 88
 EJ0028
 EJ0028  VERT ORDER      -  FIRST     CLASS II
 EJ0028
 EJ0028.The horizontal coordinates were determined by differentially corrected
 EJ0028.hand held GPS observations or other comparable positioning techniques
 EJ0028.and have an estimated accuracy of +/- 3 meters.
 EJ0028
 EJ0028.The orthometric height was determined by differential leveling and
 EJ0028.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0028.in June 1991.
 EJ0028
 EJ0028.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0028.GEOID18 height accuracy estimate available here.
 EJ0028
 EJ0028.Click photographs - Photos may exist for this station.
 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     -   651,029.1     395,513.0     MT  (+/- 3 meters HH1 GPS) 
 EJ0028
 EJ0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU8684565677(NAD 83)
 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
 EJ0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0028.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0028
 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_MARK LOGO: CGS
 EJ0028_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ0028
 EJ0028  HISTORY     - Date     Condition        Report By
 EJ0028  HISTORY     - 1931     MONUMENTED       CGS
 EJ0028  HISTORY     - 1955     GOOD             CGS
 EJ0028  HISTORY     - 1960     MARK NOT FOUND   USGS
 EJ0028  HISTORY     - 198411   MARK NOT FOUND   USGS
 EJ0028  HISTORY     - 20170228 MARK NOT FOUND   ARHD
 EJ0028
 EJ0028                          STATION DESCRIPTION
 EJ0028
 EJ0028'DESCRIBED BY COAST AND 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.
 EJ0028
 EJ0028                          STATION RECOVERY (2017)
 EJ0028
 EJ0028'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2017 (KWS)
 EJ0028'MARK NOT FOUND
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0791 ***********************************************************************
 EJ0791  DESIGNATION -  D 101
 EJ0791  PID         -  EJ0791
 EJ0791  STATE/COUNTY-  AR/PERRY
 EJ0791  COUNTRY     -  US
 EJ0791  USGS QUAD   -  APLIN (2017)
 EJ0791
 EJ0791                         *CURRENT SURVEY CONTROL
 EJ0791  ______________________________________________________________________
 EJ0791* NAD 83(1986) POSITION- 34 53 28.     (N) 092 53 18.     (W)   SCALED
 EJ0791* NAVD 88 ORTHO HEIGHT -   267.626 (meters)      878.04  (feet) ADJUSTED
 EJ0791  ______________________________________________________________________
 EJ0791  GEOID HEIGHT    -        -28.077 (meters)                     GEOID18
 EJ0791  DYNAMIC HEIGHT  -        267.361 (meters)      877.17  (feet) COMP
 EJ0791  MODELED GRAVITY -    979,639.0   (mgal)                       NAVD 88
 EJ0791
 EJ0791  VERT ORDER      -  SECOND    CLASS 0
 EJ0791
 EJ0791.The horizontal coordinates were scaled from a map and have
 EJ0791.an estimated accuracy of +/- 6 seconds.
 EJ0791
 EJ0791.The orthometric height was determined by differential leveling and
 EJ0791.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0791.in June 1991.
 EJ0791
 EJ0791.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0791.GEOID18 height accuracy estimate available here.
 EJ0791
 EJ0791.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU102609(NAD 83)
 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
 EJ0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0791.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0791
 EJ0791_MARKER: DB = BENCH MARK DISK
 EJ0791_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0791_STAMPING: D 101 1935
 EJ0791_MARK LOGO: CGS
 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             CGS
 EJ0791  HISTORY     - 1968     GOOD             USACE
 EJ0791  HISTORY     - 20240302 GOOD             INDIV
 EJ0791
 EJ0791                          STATION DESCRIPTION
 EJ0791
 EJ0791'DESCRIBED BY COAST AND 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 ARMY CORPS OF ENGINEERS 1968
 EJ0791'RECOVERED IN GOOD CONDITION.
 EJ0791
 EJ0791                          STATION RECOVERY (2024)
 EJ0791
 EJ0791'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2024 (KPW)
 EJ0791'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0831 ***********************************************************************
 EJ0831  DESIGNATION -  D 103
 EJ0831  PID         -  EJ0831
 EJ0831  STATE/COUNTY-  AR/PERRY
 EJ0831  COUNTRY     -  US
 EJ0831  USGS QUAD   -  APLIN (2017)
 EJ0831
 EJ0831                         *CURRENT SURVEY CONTROL
 EJ0831  ______________________________________________________________________
 EJ0831* NAD 83(1986) POSITION- 34 55 56.     (N) 092 59 01.     (W)   SCALED
 EJ0831* NAVD 88 ORTHO HEIGHT -   123.815 (meters)      406.22  (feet) ADJUSTED
 EJ0831  ______________________________________________________________________
 EJ0831  GEOID HEIGHT    -        -28.507 (meters)                     GEOID18
 EJ0831  DYNAMIC HEIGHT  -        123.695 (meters)      405.82  (feet) COMP
 EJ0831  MODELED GRAVITY -    979,660.2   (mgal)                       NAVD 88
 EJ0831
 EJ0831  VERT ORDER      -  SECOND    CLASS 0
 EJ0831
 EJ0831.The horizontal coordinates were scaled from a map and have
 EJ0831.an estimated accuracy of +/- 6 seconds.
 EJ0831
 EJ0831.The orthometric height was determined by differential leveling and
 EJ0831.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0831.in June 1991.
 EJ0831
 EJ0831.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0831.GEOID18 height accuracy estimate available here.
 EJ0831
 EJ0831.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU014655(NAD 83)
 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
 EJ0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0831.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0831
 EJ0831_MARKER: DB = BENCH MARK DISK
 EJ0831_SETTING: 80 = SET IN A BOULDER
 EJ0831_STAMPING: D 103 1935
 EJ0831_MARK LOGO: CGS
 EJ0831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0831+STABILITY: SURFACE MOTION
 EJ0831_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EJ0831+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2013
 EJ0831
 EJ0831  HISTORY     - Date     Condition        Report By
 EJ0831  HISTORY     - 1935     MONUMENTED       CGS
 EJ0831  HISTORY     - 1968     GOOD             USACE
 EJ0831  HISTORY     - 20130708 GOOD             USACEL
 EJ0831
 EJ0831                          STATION DESCRIPTION
 EJ0831
 EJ0831'DESCRIBED BY US ARMY CORPS OF 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.
 EJ0831
 EJ0831                          STATION RECOVERY (2013)
 EJ0831
 EJ0831'RECOVERY NOTE BY USACE LITTLE ROCK 2013
 EJ0831'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1008 ***********************************************************************
 EJ1008  DESIGNATION -  D 104
 EJ1008  PID         -  EJ1008
 EJ1008  STATE/COUNTY-  AR/GARLAND
 EJ1008  COUNTRY     -  US
 EJ1008  USGS QUAD   -  JESSIEVILLE (2017)
 EJ1008
 EJ1008                         *CURRENT SURVEY CONTROL
 EJ1008  ______________________________________________________________________
 EJ1008* NAD 83(1986) POSITION- 34 42 47.     (N) 093 02 04.     (W)   SCALED
 EJ1008* NAVD 88 ORTHO HEIGHT -   194.508 (meters)      638.15  (feet) ADJUSTED
 EJ1008  ______________________________________________________________________
 EJ1008  GEOID HEIGHT    -        -27.764 (meters)                     GEOID18
 EJ1008  DYNAMIC HEIGHT  -        194.316 (meters)      637.52  (feet) COMP
 EJ1008  MODELED GRAVITY -    979,644.5   (mgal)                       NAVD 88
 EJ1008
 EJ1008  VERT ORDER      -  SECOND    CLASS 0
 EJ1008
 EJ1008.The horizontal coordinates were scaled from a map and have
 EJ1008.an estimated accuracy of +/- 6 seconds.
 EJ1008
 EJ1008.The orthometric height was determined by differential leveling and
 EJ1008.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1008.in June 1991.
 EJ1008
 EJ1008.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1008.GEOID18 height accuracy estimate available here.
 EJ1008
 EJ1008.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU968412(NAD 83)
 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
 EJ1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1008.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1008
 EJ1008_MARKER: DB = BENCH MARK DISK
 EJ1008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1008_STAMPING: D 104 1935
 EJ1008_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1025 ***********************************************************************
 EJ1025  DESIGNATION -  D 105
 EJ1025  PID         -  EJ1025
 EJ1025  STATE/COUNTY-  AR/GARLAND
 EJ1025  COUNTRY     -  US
 EJ1025  USGS QUAD   -  CRYSTAL SPRINGS (2017)
 EJ1025
 EJ1025                         *CURRENT SURVEY CONTROL
 EJ1025  ______________________________________________________________________
 EJ1025* NAD 83(1986) POSITION- 34 36 47.     (N) 093 16 23.     (W)   SCALED
 EJ1025* NAVD 88 ORTHO HEIGHT -   166.409 (meters)      545.96  (feet) ADJUSTED
 EJ1025  ______________________________________________________________________
 EJ1025  GEOID HEIGHT    -        -28.016 (meters)                     GEOID18
 EJ1025  DYNAMIC HEIGHT  -        166.246 (meters)      545.43  (feet) COMP
 EJ1025  MODELED GRAVITY -    979,649.3   (mgal)                       NAVD 88
 EJ1025
 EJ1025  VERT ORDER      -  SECOND    CLASS 0
 EJ1025
 EJ1025.The horizontal coordinates were scaled from a map and have
 EJ1025.an estimated accuracy of +/- 6 seconds.
 EJ1025
 EJ1025.The orthometric height was determined by differential leveling and
 EJ1025.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1025.in June 1991.
 EJ1025
 EJ1025.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1025.GEOID18 height accuracy estimate available here.
 EJ1025
 EJ1025.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU749301(NAD 83)
 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
 EJ1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1025.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1025
 EJ1025_MARKER: DB = BENCH MARK DISK
 EJ1025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1025_STAMPING: D 105 1935
 EJ1025_MARK LOGO: CGS
 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             CGS
 EJ1025
 EJ1025                          STATION DESCRIPTION
 EJ1025
 EJ1025'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG1025 ***********************************************************************
 FG1025  DESIGNATION -  D 106
 FG1025  PID         -  FG1025
 FG1025  STATE/COUNTY-  AR/POPE
 FG1025  COUNTRY     -  US
 FG1025  USGS QUAD   -  DOVER (2017)
 FG1025
 FG1025                         *CURRENT SURVEY CONTROL
 FG1025  ______________________________________________________________________
 FG1025* NAD 83(1986) POSITION- 35 26 55.     (N) 093 02 43.     (W)   SCALED
 FG1025* NAVD 88 ORTHO HEIGHT -   151.145 (meters)      495.88  (feet) ADJUSTED
 FG1025  ______________________________________________________________________
 FG1025  GEOID HEIGHT    -        -28.777 (meters)                     GEOID18
 FG1025  DYNAMIC HEIGHT  -        151.003 (meters)      495.42  (feet) COMP
 FG1025  MODELED GRAVITY -    979,697.3   (mgal)                       NAVD 88
 FG1025
 FG1025  VERT ORDER      -  SECOND    CLASS 0
 FG1025
 FG1025.The horizontal coordinates were scaled from a map and have
 FG1025.an estimated accuracy of +/- 6 seconds.
 FG1025
 FG1025.The orthometric height was determined by differential leveling and
 FG1025.adjusted by the NATIONAL GEODETIC SURVEY
 FG1025.in June 1991.
 FG1025
 FG1025.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1025.GEOID18 height accuracy estimate available here.
 FG1025
 FG1025.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV958227(NAD 83)
 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
 FG1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1025.See file dsdata.pdf to determine how the superseded data were derived.
 FG1025
 FG1025_MARKER: DB = BENCH MARK DISK
 FG1025_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG1025_STAMPING: D 106 1935
 FG1025_MARK LOGO: CGS
 FG1025_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG1025
 FG1025  HISTORY     - Date     Condition        Report By
 FG1025  HISTORY     - 1935     MONUMENTED       CGS
 FG1025  HISTORY     - 1950     GOOD             CGS
 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 COAST AND GEODETIC SURVEY 1950
 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 DEPARTMENT OF TRANSPORTATION 2006 (MDP)
 FG1025'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0799 ***********************************************************************
 FG0799  DESIGNATION -  D 107
 FG0799  PID         -  FG0799
 FG0799  STATE/COUNTY-  AR/NEWTON
 FG0799  COUNTRY     -  US
 FG0799  USGS QUAD   -  MURRAY (2017)
 FG0799
 FG0799                         *CURRENT SURVEY CONTROL
 FG0799  ______________________________________________________________________
 FG0799* NAD 83(1986) POSITION- 35 56 15.9    (N) 093 18 26.6    (W)   HD_HELD2
 FG0799* NAVD 88 ORTHO HEIGHT -   315.554 (meters)     1035.28  (feet) ADJUSTED
 FG0799  ______________________________________________________________________
 FG0799  GEOID HEIGHT    -        -28.039 (meters)                     GEOID18
 FG0799  DYNAMIC HEIGHT  -        315.262 (meters)     1034.32  (feet) COMP
 FG0799  MODELED GRAVITY -    979,697.6   (mgal)                       NAVD 88
 FG0799
 FG0799  VERT ORDER      -  SECOND    CLASS 0
 FG0799
 FG0799.The horizontal coordinates were established by autonomous hand held GPS
 FG0799.observations and have an estimated accuracy of +/- 10 meters.
 FG0799
 FG0799.The orthometric height was determined by differential leveling and
 FG0799.adjusted by the NATIONAL GEODETIC SURVEY
 FG0799.in June 1991.
 FG0799
 FG0799.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0799.GEOID18 height accuracy estimate available here.
 FG0799
 FG0799.Click photographs - Photos may exist for this station.
 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     -   178,782.      282,037.      MT  (+/- 10 meters HH2 GPS)
 FG0799
 FG0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV7227377087(NAD 83)
 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
 FG0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0799.See file dsdata.pdf to determine how the superseded data were derived.
 FG0799
 FG0799_MARKER: DB = BENCH MARK DISK
 FG0799_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0799_STAMPING: D 107 1935
 FG0799_MARK LOGO: CGS
 FG0799_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2209 ***********************************************************************
 EH2209  DESIGNATION -  D 109
 EH2209  PID         -  EH2209
 EH2209  STATE/COUNTY-  AR/PRAIRIE
 EH2209  COUNTRY     -  US
 EH2209  USGS QUAD   -  HAZEN (2017)
 EH2209
 EH2209                         *CURRENT SURVEY CONTROL
 EH2209  ______________________________________________________________________
 EH2209* NAD 83(1986) POSITION- 34 46 46.     (N) 091 33 01.     (W)   SCALED
 EH2209* NAVD 88 ORTHO HEIGHT -    69.338 (meters)      227.49  (feet) ADJUSTED
 EH2209  ______________________________________________________________________
 EH2209  GEOID HEIGHT    -        -26.943 (meters)                     GEOID18
 EH2209  DYNAMIC HEIGHT  -         69.272 (meters)      227.27  (feet) COMP
 EH2209  MODELED GRAVITY -    979,694.1   (mgal)                       NAVD 88
 EH2209
 EH2209  VERT ORDER      -  FIRST     CLASS II
 EH2209
 EH2209.The horizontal coordinates were scaled from a map and have
 EH2209.an estimated accuracy of +/- 6 seconds.
 EH2209
 EH2209.The orthometric height was determined by differential leveling and
 EH2209.adjusted by the NATIONAL GEODETIC SURVEY
 EH2209.in June 1991.
 EH2209
 EH2209.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2209.GEOID18 height accuracy estimate available here.
 EH2209
 EH2209.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU326495(NAD 83)
 EH2209
 EH2209                          SUPERSEDED SURVEY CONTROL
 EH2209
 EH2209  NGVD 29 (11/26/84)   69.341  (m)          227.50   (f) ADJUSTED    1 2
 EH2209
 EH2209.Superseded values are not recommended for survey control.
 EH2209
 EH2209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2209.See file dsdata.pdf to determine how the superseded data were derived.
 EH2209
 EH2209_MARKER: DB = BENCH MARK DISK
 EH2209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2209_STAMPING: D 109 1954
 EH2209_MARK LOGO: CGS
 EH2209_PROJECTION: PROJECTING 15 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0612 ***********************************************************************
 EJ0612  DESIGNATION -  D 11
 EJ0612  PID         -  EJ0612
 EJ0612  STATE/COUNTY-  AR/JEFFERSON
 EJ0612  COUNTRY     -  US
 EJ0612  USGS QUAD   -  PINE BLUFF (2017)
 EJ0612
 EJ0612                         *CURRENT SURVEY CONTROL
 EJ0612  ______________________________________________________________________
 EJ0612* NAD 83(1986) POSITION- 34 09 39.     (N) 092 03 56.     (W)   SCALED
 EJ0612* NAVD 88 ORTHO HEIGHT -    85.206 (meters)      279.55  (feet) ADJUSTED
 EJ0612  ______________________________________________________________________
 EJ0612  GEOID HEIGHT    -        -25.889 (meters)                     GEOID18
 EJ0612  DYNAMIC HEIGHT  -         85.123 (meters)      279.27  (feet) COMP
 EJ0612  MODELED GRAVITY -    979,664.3   (mgal)                       NAVD 88
 EJ0612
 EJ0612  VERT ORDER      -  SECOND    CLASS I
 EJ0612
 EJ0612.The horizontal coordinates were scaled from a map and have
 EJ0612.an estimated accuracy of +/- 6 seconds.
 EJ0612
 EJ0612.The orthometric height was determined by differential leveling and
 EJ0612.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0612.in September 2023.
 EJ0612
 EJ0612.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0612.GEOID18 height accuracy estimate available here.
 EJ0612
 EJ0612.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT861803(NAD 83)
 EJ0612
 EJ0612                          SUPERSEDED SURVEY CONTROL
 EJ0612
 EJ0612  NAVD 88 (06/15/91)   85.205  (m)          279.54   (f) SUPERSEDED  2 0
 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
 EJ0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0612.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0612
 EJ0612_MARKER: DB = BENCH MARK DISK
 EJ0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0612_STAMPING: 279.796 D 11 1932
 EJ0612_MARK LOGO: CGS
 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             CGS
 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EH1985 ***********************************************************************
 EH1985  DESIGNATION -  D 110
 EH1985  PID         -  EH1985
 EH1985  STATE/COUNTY-  AR/PRAIRIE
 EH1985  COUNTRY     -  US
 EH1985  USGS QUAD   -  DES ARC WEST (2017)
 EH1985
 EH1985                         *CURRENT SURVEY CONTROL
 EH1985  ______________________________________________________________________
 EH1985* NAD 83(1986) POSITION- 34 53 38.     (N) 091 37 08.     (W)   SCALED
 EH1985* NAVD 88 ORTHO HEIGHT -    64.547 (meters)      211.77  (feet) ADJUSTED
 EH1985  ______________________________________________________________________
 EH1985  GEOID HEIGHT    -        -27.094 (meters)                     GEOID18
 EH1985  DYNAMIC HEIGHT  -         64.486 (meters)      211.57  (feet) COMP
 EH1985  MODELED GRAVITY -    979,703.8   (mgal)                       NAVD 88
 EH1985
 EH1985  VERT ORDER      -  FIRST     CLASS II
 EH1985
 EH1985.The horizontal coordinates were scaled from a map and have
 EH1985.an estimated accuracy of +/- 6 seconds.
 EH1985
 EH1985.The orthometric height was determined by differential leveling and
 EH1985.adjusted by the NATIONAL GEODETIC SURVEY
 EH1985.in June 1991.
 EH1985
 EH1985.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1985.GEOID18 height accuracy estimate available here.
 EH1985
 EH1985.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU261621(NAD 83)
 EH1985
 EH1985                          SUPERSEDED SURVEY CONTROL
 EH1985
 EH1985  NGVD 29 (11/26/84)   64.553  (m)          211.79   (f) ADJUSTED    1 2
 EH1985
 EH1985.Superseded values are not recommended for survey control.
 EH1985
 EH1985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1985.See file dsdata.pdf to determine how the superseded data were derived.
 EH1985
 EH1985_MARKER: DB = BENCH MARK DISK
 EH1985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1985_STAMPING: D 110 1954
 EH1985_MARK LOGO: CGS
 EH1985_PROJECTION: PROJECTING 18 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1890 ***********************************************************************
 EH1890  DESIGNATION -  D 111
 EH1890  PID         -  EH1890
 EH1890  STATE/COUNTY-  AR/LONOKE
 EH1890  COUNTRY     -  US
 EH1890  USGS QUAD   -  WATTENSAW (2017)
 EH1890
 EH1890                         *CURRENT SURVEY CONTROL
 EH1890  ______________________________________________________________________
 EH1890* NAD 83(1986) POSITION- 34 58 31.     (N) 091 50 00.     (W)   SCALED
 EH1890* NAVD 88 ORTHO HEIGHT -    69.665 (meters)      228.56  (feet) ADJUSTED
 EH1890  ______________________________________________________________________
 EH1890  GEOID HEIGHT    -        -27.184 (meters)                     GEOID18
 EH1890  DYNAMIC HEIGHT  -         69.600 (meters)      228.35  (feet) COMP
 EH1890  MODELED GRAVITY -    979,711.7   (mgal)                       NAVD 88
 EH1890
 EH1890  VERT ORDER      -  FIRST     CLASS II
 EH1890
 EH1890.The horizontal coordinates were scaled from a map and have
 EH1890.an estimated accuracy of +/- 6 seconds.
 EH1890
 EH1890.The orthometric height was determined by differential leveling and
 EH1890.adjusted by the NATIONAL GEODETIC SURVEY
 EH1890.in June 1991.
 EH1890
 EH1890.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1890.GEOID18 height accuracy estimate available here.
 EH1890
 EH1890.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU064709(NAD 83)
 EH1890
 EH1890                          SUPERSEDED SURVEY CONTROL
 EH1890
 EH1890  NGVD 29 (11/26/84)   69.666  (m)          228.56   (f) ADJUSTED    1 2
 EH1890
 EH1890.Superseded values are not recommended for survey control.
 EH1890
 EH1890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1890.See file dsdata.pdf to determine how the superseded data were derived.
 EH1890
 EH1890_MARKER: DB = BENCH MARK DISK
 EH1890_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EH1890_SP_SET: CULVERT HEADWALL
 EH1890_STAMPING: D 111 1955
 EH1890_MARK LOGO: CGS
 EH1890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1890+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1602 ***********************************************************************
 EH1602  DESIGNATION -  D 112
 EH1602  PID         -  EH1602
 EH1602  STATE/COUNTY-  AR/LINCOLN
 EH1602  COUNTRY     -  US
 EH1602  USGS QUAD   -  CADES (2017)
 EH1602
 EH1602                         *CURRENT SURVEY CONTROL
 EH1602  ______________________________________________________________________
 EH1602* NAD 83(1986) POSITION- 34 05 18.     (N) 091 34 20.     (W)   SCALED
 EH1602* NAVD 88 ORTHO HEIGHT -    54.709 (meters)      179.49  (feet) ADJUSTED
 EH1602  ______________________________________________________________________
 EH1602  GEOID HEIGHT    -        -26.036 (meters)                     GEOID18
 EH1602  DYNAMIC HEIGHT  -         54.655 (meters)      179.31  (feet) COMP
 EH1602  MODELED GRAVITY -    979,654.4   (mgal)                       NAVD 88
 EH1602
 EH1602  VERT ORDER      -  FIRST     CLASS II
 EH1602
 EH1602.The horizontal coordinates were scaled from a map and have
 EH1602.an estimated accuracy of +/- 6 seconds.
 EH1602
 EH1602.The orthometric height was determined by differential leveling and
 EH1602.adjusted by the NATIONAL GEODETIC SURVEY
 EH1602.in August 1993.
 EH1602
 EH1602.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1602.GEOID18 height accuracy estimate available here.
 EH1602
 EH1602.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT317728(NAD 83)
 EH1602
 EH1602                          SUPERSEDED SURVEY CONTROL
 EH1602
 EH1602  NAVD 88 (06/15/91)   54.734  (m)          179.57   (f) SUPERSEDED  1 2
 EH1602  NGVD 29 (11/26/84)   54.791  (m)          179.76   (f) ADJUSTED    1 2
 EH1602
 EH1602.Superseded values are not recommended for survey control.
 EH1602
 EH1602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1602.See file dsdata.pdf to determine how the superseded data were derived.
 EH1602
 EH1602_MARKER: DB = BENCH MARK DISK
 EH1602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1602_STAMPING: D 112 1954
 EH1602_MARK LOGO: CGS
 EH1602_PROJECTION: PROJECTING 12 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2359 ***********************************************************************
 EH2359  DESIGNATION -  D 114
 EH2359  PID         -  EH2359
 EH2359  STATE/COUNTY-  AR/PRAIRIE
 EH2359  COUNTRY     -  US
 EH2359  USGS QUAD   -  STUTTGART NORTH (2017)
 EH2359
 EH2359                         *CURRENT SURVEY CONTROL
 EH2359  ______________________________________________________________________
 EH2359* NAD 83(1986) POSITION- 34 36 39.     (N) 091 33 19.     (W)   SCALED
 EH2359* NAVD 88 ORTHO HEIGHT -    66.160 (meters)      217.06  (feet) ADJUSTED
 EH2359  ______________________________________________________________________
 EH2359  GEOID HEIGHT    -        -26.723 (meters)                     GEOID18
 EH2359  DYNAMIC HEIGHT  -         66.097 (meters)      216.85  (feet) COMP
 EH2359  MODELED GRAVITY -    979,684.0   (mgal)                       NAVD 88
 EH2359
 EH2359  VERT ORDER      -  FIRST     CLASS II
 EH2359
 EH2359.The horizontal coordinates were scaled from a map and have
 EH2359.an estimated accuracy of +/- 6 seconds.
 EH2359
 EH2359.The orthometric height was determined by differential leveling and
 EH2359.adjusted by the NATIONAL GEODETIC SURVEY
 EH2359.in June 1991.
 EH2359
 EH2359.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2359.GEOID18 height accuracy estimate available here.
 EH2359
 EH2359.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU324308(NAD 83)
 EH2359
 EH2359                          SUPERSEDED SURVEY CONTROL
 EH2359
 EH2359  NGVD 29 (11/26/84)   66.184  (m)          217.14   (f) ADJUSTED    1 2
 EH2359
 EH2359.Superseded values are not recommended for survey control.
 EH2359
 EH2359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2359.See file dsdata.pdf to determine how the superseded data were derived.
 EH2359
 EH2359_MARKER: DB = BENCH MARK DISK
 EH2359_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EH2359_SP_SET: CULVERT HEADWALL
 EH2359_STAMPING: D 114 1954
 EH2359_MARK LOGO: CGS
 EH2359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2359+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1405 ***********************************************************************
 EH1405  DESIGNATION -  D 115
 EH1405  PID         -  EH1405
 EH1405  STATE/COUNTY-  AR/ARKANSAS
 EH1405  COUNTRY     -  US
 EH1405  USGS QUAD   -  ALMYRA (2017)
 EH1405
 EH1405                         *CURRENT SURVEY CONTROL
 EH1405  ______________________________________________________________________
 EH1405* NAD 83(1986) POSITION- 34 25 00.     (N) 091 26 05.     (W)   SCALED
 EH1405* NAVD 88 ORTHO HEIGHT -    63.008 (meters)      206.72  (feet) ADJUSTED
 EH1405  ______________________________________________________________________
 EH1405  GEOID HEIGHT    -        -26.522 (meters)                     GEOID18
 EH1405  DYNAMIC HEIGHT  -         62.948 (meters)      206.52  (feet) COMP
 EH1405  MODELED GRAVITY -    979,674.3   (mgal)                       NAVD 88
 EH1405
 EH1405  VERT ORDER      -  FIRST     CLASS II
 EH1405
 EH1405.The horizontal coordinates were scaled from a map and have
 EH1405.an estimated accuracy of +/- 6 seconds.
 EH1405
 EH1405.The orthometric height was determined by differential leveling and
 EH1405.adjusted by the NATIONAL GEODETIC SURVEY
 EH1405.in August 1993.
 EH1405
 EH1405.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1405.GEOID18 height accuracy estimate available here.
 EH1405
 EH1405.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU438094(NAD 83)
 EH1405
 EH1405                          SUPERSEDED SURVEY CONTROL
 EH1405
 EH1405  NAVD 88 (06/15/91)   63.060  (m)          206.89   (f) SUPERSEDED  1 2
 EH1405  NGVD 29 (11/26/84)   63.064  (m)          206.90   (f) ADJUSTED    1 2
 EH1405
 EH1405.Superseded values are not recommended for survey control.
 EH1405
 EH1405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1405.See file dsdata.pdf to determine how the superseded data were derived.
 EH1405
 EH1405_MARKER: DB = BENCH MARK DISK
 EH1405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1405_STAMPING: D 115 1954
 EH1405_MARK LOGO: CGS
 EH1405_PROJECTION: PROJECTING 12 CENTIMETERS
 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 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 NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1370 ***********************************************************************
 EH1370  DESIGNATION -  D 116
 EH1370  PID         -  EH1370
 EH1370  STATE/COUNTY-  AR/ARKANSAS
 EH1370  COUNTRY     -  US
 EH1370  USGS QUAD   -  DE WITT SW (2017)
 EH1370
 EH1370                         *CURRENT SURVEY CONTROL
 EH1370  ______________________________________________________________________
 EH1370* NAD 83(1986) POSITION- 34 17 50.9    (N) 091 28 15.2    (W)   HD_HELD2
 EH1370* NAVD 88 ORTHO HEIGHT -    56.935 (meters)      186.79  (feet) ADJUSTED
 EH1370  ______________________________________________________________________
 EH1370  GEOID HEIGHT    -        -26.325 (meters)                     GEOID18
 EH1370  DYNAMIC HEIGHT  -         56.880 (meters)      186.61  (feet) COMP
 EH1370  MODELED GRAVITY -    979,667.7   (mgal)                       NAVD 88
 EH1370
 EH1370  VERT ORDER      -  FIRST     CLASS II
 EH1370
 EH1370.The horizontal coordinates were established by autonomous hand held GPS
 EH1370.observations and have an estimated accuracy of +/- 10 meters.
 EH1370
 EH1370.The orthometric height was determined by differential leveling and
 EH1370.adjusted by the NATIONAL GEODETIC SURVEY
 EH1370.in August 1993.
 EH1370
 EH1370.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1370.GEOID18 height accuracy estimate available here.
 EH1370
 EH1370.Click photographs - Photos may exist for this station.
 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     -   581,003.      448,707.      MT  (+/- 10 meters HH2 GPS)
 EH1370
 EH1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT4072296198(NAD 83)
 EH1370
 EH1370                          SUPERSEDED SURVEY CONTROL
 EH1370
 EH1370  NAVD 88 (06/15/91)   56.992  (m)          186.98   (f) SUPERSEDED  1 2
 EH1370  NGVD 29 (11/26/84)   57.007  (m)          187.03   (f) ADJUSTED    1 2
 EH1370
 EH1370.Superseded values are not recommended for survey control.
 EH1370
 EH1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1370.See file dsdata.pdf to determine how the superseded data were derived.
 EH1370
 EH1370_MARKER: DB = BENCH MARK DISK
 EH1370_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EH1370_SP_SET: BRIDGE ABUTMENT
 EH1370_STAMPING: D 116 1954
 EH1370_MARK LOGO: CGS
 EH1370_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH1370_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1370+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2022
 EH1370
 EH1370  HISTORY     - Date     Condition        Report By
 EH1370  HISTORY     - 1954     MONUMENTED       CGS
 EH1370  HISTORY     - 20030521 GOOD             USACE
 EH1370  HISTORY     - 20220118 GOOD             ARHD
 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.
 EH1370
 EH1370                          STATION RECOVERY (2022)
 EH1370
 EH1370'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2022 (JDH)
 EH1370'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK0839 ***********************************************************************
 DK0839  DESIGNATION -  D 118
 DK0839  PID         -  DK0839
 DK0839  STATE/COUNTY-  AR/DESHA
 DK0839  COUNTRY     -  US
 DK0839  USGS QUAD   -  YANCOPIN (2017)
 DK0839
 DK0839                         *CURRENT SURVEY CONTROL
 DK0839  ______________________________________________________________________
 DK0839* NAD 83(1986) POSITION- 33 55 11.     (N) 091 14 09.     (W)   SCALED
 DK0839* NAVD 88 ORTHO HEIGHT -    46.443 (meters)      152.37  (feet) ADJUSTED
 DK0839  ______________________________________________________________________
 DK0839  GEOID HEIGHT    -        -26.348 (meters)                     GEOID18
 DK0839  DYNAMIC HEIGHT  -         46.396 (meters)      152.22  (feet) COMP
 DK0839  MODELED GRAVITY -    979,636.7   (mgal)                       NAVD 88
 DK0839
 DK0839  VERT ORDER      -  FIRST     CLASS II
 DK0839
 DK0839.The horizontal coordinates were scaled from a map and have
 DK0839.an estimated accuracy of +/- 6 seconds.
 DK0839
 DK0839.The orthometric height was determined by differential leveling and
 DK0839.adjusted by the NATIONAL GEODETIC SURVEY
 DK0839.in June 1991.
 DK0839
 DK0839.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK0839.GEOID18 height accuracy estimate available here.
 DK0839
 DK0839.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT630546(NAD 83)
 DK0839
 DK0839                          SUPERSEDED SURVEY CONTROL
 DK0839
 DK0839  NGVD 29 (11/26/84)   46.572  (m)          152.79   (f) ADJUSTED    1 2
 DK0839
 DK0839.Superseded values are not recommended for survey control.
 DK0839
 DK0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0839.See file dsdata.pdf to determine how the superseded data were derived.
 DK0839
 DK0839_MARKER: DB = BENCH MARK DISK
 DK0839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0839_STAMPING: D 118 1955
 DK0839_MARK LOGO: CGS
 DK0839_PROJECTION: PROJECTING 15 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 DL0750 ***********************************************************************
 DL0750  DESIGNATION -  D 119
 DL0750  PID         -  DL0750
 DL0750  STATE/COUNTY-  AR/LAFAYETTE
 DL0750  COUNTRY     -  US
 DL0750  USGS QUAD   -  LEWISVILLE (2017)
 DL0750
 DL0750                         *CURRENT SURVEY CONTROL
 DL0750  ______________________________________________________________________
 DL0750* NAD 83(1986) POSITION- 33 21 32.74   (N) 093 30 04.90   (W)   HD_HELD1
 DL0750* NAVD 88 ORTHO HEIGHT -    79.614 (meters)      261.20  (feet) ADJUSTED
 DL0750  ______________________________________________________________________
 DL0750  GEOID HEIGHT    -        -26.682 (meters)                     GEOID18
 DL0750  DYNAMIC HEIGHT  -         79.529 (meters)      260.92  (feet) COMP
 DL0750  MODELED GRAVITY -    979,568.4   (mgal)                       NAVD 88
 DL0750
 DL0750  VERT ORDER      -  FIRST     CLASS II
 DL0750
 DL0750.The horizontal coordinates were determined by differentially corrected
 DL0750.hand held GPS observations or other comparable positioning techniques
 DL0750.and have an estimated accuracy of +/- 3 meters.
 DL0750
 DL0750.The orthometric height was determined by differential leveling and
 DL0750.adjusted by the NATIONAL GEODETIC SURVEY
 DL0750.in June 1991.
 DL0750
 DL0750.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0750.GEOID18 height accuracy estimate available here.
 DL0750
 DL0750.Click photographs - Photos may exist for this station.
 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     -   477,824.4     260,270.9     MT  (+/- 3 meters HH1 GPS) 
 DL0750
 DL0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS5335591209(NAD 83)
 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
 DL0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0750.See file dsdata.pdf to determine how the superseded data were derived.
 DL0750
 DL0750_MARKER: DB = BENCH MARK DISK
 DL0750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0750_STAMPING: D 119 1934
 DL0750_MARK LOGO: CGS
 DL0750_PROJECTION: FLUSH
 DL0750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0750+STABILITY: SURFACE MOTION
 DL0750_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL0750+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2011
 DL0750
 DL0750  HISTORY     - Date     Condition        Report By
 DL0750  HISTORY     - 1934     MONUMENTED       CGS
 DL0750  HISTORY     - 1960     GOOD             CGS
 DL0750  HISTORY     - 1963     GOOD             CGS
 DL0750  HISTORY     - 20110622 GOOD             ARHD
 DL0750  HISTORY     - 20240814 MARK NOT FOUND   ARHD
 DL0750
 DL0750                          STATION DESCRIPTION
 DL0750
 DL0750'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0750'AT STAMPS, 79 FEET WEST OF THE SOUTHWEST CORNER OF THE ST. LOUIS
 DL0750'SOUTHWESTERN RAILWAY STATION, IN SECTION 17, T16S, R23W, 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 COAST AND GEODETIC SURVEY 1963
 DL0750'RECOVERED IN GOOD CONDITION.
 DL0750
 DL0750                          STATION RECOVERY (2011)
 DL0750
 DL0750'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (MCA)
 DL0750'RECOVERED IN GOOD CONDITION.
 DL0750
 DL0750                          STATION RECOVERY (2024)
 DL0750
 DL0750'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (SCW)
 DL0750'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0222 ***********************************************************************
 FG0222  DESIGNATION -  D 12
 FG0222  PID         -  FG0222
 FG0222  STATE/COUNTY-  AR/FAULKNER
 FG0222  COUNTRY     -  US
 FG0222  USGS QUAD   -  DAMASCUS (2017)
 FG0222
 FG0222                         *CURRENT SURVEY CONTROL
 FG0222  ______________________________________________________________________
 FG0222* NAD 83(1986) POSITION- 35 20 52.     (N) 092 25 59.     (W)   SCALED
 FG0222* NAVD 88 ORTHO HEIGHT -   178.946 (meters)      587.09  (feet) ADJUSTED
 FG0222  ______________________________________________________________________
 FG0222  GEOID HEIGHT    -        -28.050 (meters)                     GEOID18
 FG0222  DYNAMIC HEIGHT  -        178.780 (meters)      586.55  (feet) COMP
 FG0222  MODELED GRAVITY -    979,703.7   (mgal)                       NAVD 88
 FG0222
 FG0222  VERT ORDER      -  SECOND    CLASS 0
 FG0222
 FG0222.The horizontal coordinates were scaled from a map and have
 FG0222.an estimated accuracy of +/- 6 seconds.
 FG0222
 FG0222.The orthometric height was determined by differential leveling and
 FG0222.adjusted by the NATIONAL GEODETIC SURVEY
 FG0222.in June 1991.
 FG0222
 FG0222.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0222.GEOID18 height accuracy estimate available here.
 FG0222
 FG0222.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV515117(NAD 83)
 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
 FG0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0222.See file dsdata.pdf to determine how the superseded data were derived.
 FG0222
 FG0222_MARKER: DD = SURVEY DISK
 FG0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0222_STAMPING: D 12 1934
 FG0222_MARK LOGO: CGS+SS
 FG0222_PROJECTION: PROJECTING 5 CENTIMETERS
 FG0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0222+STABILITY: SURFACE MOTION
 FG0222_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FG0222+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2015
 FG0222
 FG0222  HISTORY     - Date     Condition        Report By
 FG0222  HISTORY     - 1934     MONUMENTED       ARGS
 FG0222  HISTORY     - 1967     GOOD             CGS
 FG0222  HISTORY     - 20111004 GOOD             ARHD
 FG0222  HISTORY     - 20150924 GOOD             ARHD
 FG0222
 FG0222                          STATION DESCRIPTION
 FG0222
 FG0222'DESCRIBED BY COAST AND 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.
 FG0222
 FG0222                          STATION RECOVERY (2011)
 FG0222
 FG0222'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (SES)
 FG0222'
 FG0222'.
 FG0222'
 FG0222
 FG0222                          STATION RECOVERY (2015)
 FG0222
 FG0222'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 FG0222'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0676 ***********************************************************************
 DL0676  DESIGNATION -  D 121
 DL0676  PID         -  DL0676
 DL0676  STATE/COUNTY-  AR/COLUMBIA
 DL0676  COUNTRY     -  US
 DL0676  USGS QUAD   -  VILLAGE (2017)
 DL0676
 DL0676                         *CURRENT SURVEY CONTROL
 DL0676  ______________________________________________________________________
 DL0676* NAD 83(1986) POSITION- 33 15 20.     (N) 093 06 37.     (W)   SCALED
 DL0676* NAVD 88 ORTHO HEIGHT -    75.487 (meters)      247.66  (feet) ADJUSTED
 DL0676  ______________________________________________________________________
 DL0676  GEOID HEIGHT    -        -26.359 (meters)                     GEOID18
 DL0676  DYNAMIC HEIGHT  -         75.405 (meters)      247.39  (feet) COMP
 DL0676  MODELED GRAVITY -    979,563.2   (mgal)                       NAVD 88
 DL0676
 DL0676  VERT ORDER      -  SECOND    CLASS 0
 DL0676
 DL0676.The horizontal coordinates were scaled from a map and have
 DL0676.an estimated accuracy of +/- 6 seconds.
 DL0676
 DL0676.The orthometric height was determined by differential leveling and
 DL0676.adjusted by the NATIONAL GEODETIC SURVEY
 DL0676.in June 1991.
 DL0676
 DL0676.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0676.GEOID18 height accuracy estimate available here.
 DL0676
 DL0676.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS897796(NAD 83)
 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
 DL0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0676.See file dsdata.pdf to determine how the superseded data were derived.
 DL0676
 DL0676_MARKER: DB = BENCH MARK DISK
 DL0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0676_STAMPING: D 121 1934
 DL0676_MARK LOGO: CGS
 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             CGS
 DL0676  HISTORY     - 1965     GOOD             USGS
 DL0676  HISTORY     - 20110921 MARK NOT FOUND   ARHD
 DL0676
 DL0676                          STATION DESCRIPTION
 DL0676
 DL0676'DESCRIBED BY COAST AND 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.
 DL0676
 DL0676                          STATION RECOVERY (2011)
 DL0676
 DL0676'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (KWS)
 DL0676'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0286 ***********************************************************************
 DL0286  DESIGNATION -  D 122
 DL0286  PID         -  DL0286
 DL0286  STATE/COUNTY-  AR/UNION
 DL0286  COUNTRY     -  US
 DL0286  USGS QUAD   -  JUNCTION CITY (2017)
 DL0286
 DL0286                         *CURRENT SURVEY CONTROL
 DL0286  ______________________________________________________________________
 DL0286* NAD 83(1986) POSITION- 33 05 55.     (N) 092 40 58.     (W)   SCALED
 DL0286* NAVD 88 ORTHO HEIGHT -    55.381 (meters)      181.70  (feet) ADJUSTED
 DL0286  ______________________________________________________________________
 DL0286  GEOID HEIGHT    -        -26.266 (meters)                     GEOID18
 DL0286  DYNAMIC HEIGHT  -         55.321 (meters)      181.50  (feet) COMP
 DL0286  MODELED GRAVITY -    979,547.2   (mgal)                       NAVD 88
 DL0286
 DL0286  VERT ORDER      -  SECOND    CLASS 0
 DL0286
 DL0286.The horizontal coordinates were scaled from a map and have
 DL0286.an estimated accuracy of +/- 6 seconds.
 DL0286
 DL0286.The orthometric height was determined by differential leveling and
 DL0286.adjusted by the NATIONAL GEODETIC SURVEY
 DL0286.in June 1991.
 DL0286
 DL0286.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0286.GEOID18 height accuracy estimate available here.
 DL0286
 DL0286.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS296622(NAD 83)
 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
 DL0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0286.See file dsdata.pdf to determine how the superseded data were derived.
 DL0286
 DL0286_MARKER: DB = BENCH MARK DISK
 DL0286_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DL0286_STAMPING: D 122 1934
 DL0286_MARK LOGO: CGS
 DL0286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0286
 DL0286  HISTORY     - Date     Condition        Report By
 DL0286  HISTORY     - 1934     MONUMENTED       CGS
 DL0286  HISTORY     - 1964     MARK NOT FOUND   CGS
 DL0286  HISTORY     - 1978     MARK NOT FOUND   USGS
 DL0286
 DL0286                          STATION DESCRIPTION
 DL0286
 DL0286'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 GG0115 ***********************************************************************
 GG0115  DESIGNATION -  D 124
 GG0115  PID         -  GG0115
 GG0115  STATE/COUNTY-  AR/BENTON
 GG0115  COUNTRY     -  US
 GG0115  USGS QUAD   -  GRAVETTE (2017)
 GG0115
 GG0115                         *CURRENT SURVEY CONTROL
 GG0115  ______________________________________________________________________
 GG0115* NAD 83(1986) POSITION- 36 29 35.     (N) 094 28 14.     (W)   SCALED
 GG0115* NAVD 88 ORTHO HEIGHT -   269.940 (meters)      885.63  (feet) ADJUSTED
 GG0115  ______________________________________________________________________
 GG0115  GEOID HEIGHT    -        -28.401 (meters)                     GEOID18
 GG0115  DYNAMIC HEIGHT  -        269.714 (meters)      884.89  (feet) COMP
 GG0115  MODELED GRAVITY -    979,789.3   (mgal)                       NAVD 88
 GG0115
 GG0115  VERT ORDER      -  SECOND    CLASS 0
 GG0115
 GG0115.The horizontal coordinates were scaled from a map and have
 GG0115.an estimated accuracy of +/- 6 seconds.
 GG0115
 GG0115.The orthometric height was determined by differential leveling and
 GG0115.adjusted by the NATIONAL GEODETIC SURVEY
 GG0115.in June 1991.
 GG0115
 GG0115.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0115.GEOID18 height accuracy estimate available here.
 GG0115
 GG0115.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA682396(NAD 83)
 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
 GG0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0115.See file dsdata.pdf to determine how the superseded data were derived.
 GG0115
 GG0115_MARKER: DB = BENCH MARK DISK
 GG0115_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GG0115_SP_SET: BRIDGE FOUNDATION
 GG0115_STAMPING: D 124 1935
 GG0115_MARK LOGO: CGS
 GG0115_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0115
 GG0115  HISTORY     - Date     Condition        Report By
 GG0115  HISTORY     - 1935     MONUMENTED       CGS
 GG0115  HISTORY     - 1961     GOOD             CGS
 GG0115  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 GG0115  HISTORY     - 20100314 MARK NOT FOUND   AR-007
 GG0115
 GG0115                          STATION DESCRIPTION
 GG0115
 GG0115'DESCRIBED BY COAST AND 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.
 GG0115
 GG0115                          STATION RECOVERY (2010)
 GG0115
 GG0115'RECOVERY NOTE BY BENTON COUNTY ARKANSAS 2010 (GT)
 GG0115'DID NOT LOCATE MARKER. UNDER BRIDGE ON HIGHWAY 59 ON SIDE WITH
 GG0115'RAILROAD.  CLIFF FOWN TO RAILROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0682 ***********************************************************************
 FG0682  DESIGNATION -  D 125
 FG0682  PID         -  FG0682
 FG0682  STATE/COUNTY-  AR/VAN BUREN
 FG0682  COUNTRY     -  US
 FG0682  USGS QUAD   -  TILLY (2017)
 FG0682
 FG0682                         *CURRENT SURVEY CONTROL
 FG0682  ______________________________________________________________________
 FG0682* NAD 83(1986) POSITION- 35 39 15.21   (N) 092 46 52.06   (W)   HD_HELD1
 FG0682* NAVD 88 ORTHO HEIGHT -   546.353 (meters)     1792.49  (feet) ADJUSTED
 FG0682  ______________________________________________________________________
 FG0682  GEOID HEIGHT    -        -28.026 (meters)                     GEOID18
 FG0682  DYNAMIC HEIGHT  -        545.826 (meters)     1790.76  (feet) COMP
 FG0682  MODELED GRAVITY -    979,650.8   (mgal)                       NAVD 88
 FG0682
 FG0682  VERT ORDER      -  SECOND    CLASS 0
 FG0682
 FG0682.The horizontal coordinates were determined by differentially corrected
 FG0682.hand held GPS observations or other comparable positioning techniques
 FG0682.and have an estimated accuracy of +/- 3 meters.
 FG0682
 FG0682.The orthometric height was determined by differential leveling and
 FG0682.adjusted by the NATIONAL GEODETIC SURVEY
 FG0682.in June 1991.
 FG0682
 FG0682.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0682.GEOID18 height accuracy estimate available here.
 FG0682
 FG0682.Click photographs - Photos may exist for this station.
 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     -   146,822.5     329,269.7     MT  (+/- 3 meters HH1 GPS) 
 FG0682
 FG0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV1981245620(NAD 83)
 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
 FG0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0682.See file dsdata.pdf to determine how the superseded data were derived.
 FG0682
 FG0682_MARKER: DB = BENCH MARK DISK
 FG0682_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0682_STAMPING: D 125 1935
 FG0682_MARK LOGO: CGS
 FG0682_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0763 ***********************************************************************
 FG0763  DESIGNATION -  D 126
 FG0763  PID         -  FG0763
 FG0763  STATE/COUNTY-  AR/POPE
 FG0763  COUNTRY     -  US
 FG0763  USGS QUAD   -  DOVER (2017)
 FG0763
 FG0763                         *CURRENT SURVEY CONTROL
 FG0763  ______________________________________________________________________
 FG0763* NAD 83(1986) POSITION- 35 29 38.     (N) 093 01 37.     (W)   SCALED
 FG0763* NAVD 88 ORTHO HEIGHT -   178.537 (meters)      585.75  (feet) ADJUSTED
 FG0763  ______________________________________________________________________
 FG0763  GEOID HEIGHT    -        -28.664 (meters)                     GEOID18
 FG0763  DYNAMIC HEIGHT  -        178.370 (meters)      585.20  (feet) COMP
 FG0763  MODELED GRAVITY -    979,693.5   (mgal)                       NAVD 88
 FG0763
 FG0763  VERT ORDER      -  SECOND    CLASS 0
 FG0763
 FG0763.The horizontal coordinates were scaled from a map and have
 FG0763.an estimated accuracy of +/- 6 seconds.
 FG0763
 FG0763.The orthometric height was determined by differential leveling and
 FG0763.adjusted by the NATIONAL GEODETIC SURVEY
 FG0763.in June 1991.
 FG0763
 FG0763.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0763.GEOID18 height accuracy estimate available here.
 FG0763
 FG0763.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV975278(NAD 83)
 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
 FG0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0763.See file dsdata.pdf to determine how the superseded data were derived.
 FG0763
 FG0763_MARKER: DB = BENCH MARK DISK
 FG0763_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0763_STAMPING: D 126 1935
 FG0763_MARK LOGO: CGS
 FG0763_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 DEPARTMENT OF TRANSPORTATION 2006 (MDP)
 FG0763'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1046 ***********************************************************************
 FG1046  DESIGNATION -  D 127
 FG1046  PID         -  FG1046
 FG1046  STATE/COUNTY-  AR/POPE
 FG1046  COUNTRY     -  US
 FG1046  USGS QUAD   -  LEE MOUNTAIN (2017)
 FG1046
 FG1046                         *CURRENT SURVEY CONTROL
 FG1046  ______________________________________________________________________
 FG1046* NAD 83(1986) POSITION- 35 24 48.     (N) 093 14 29.     (W)   SCALED
 FG1046* NAVD 88 ORTHO HEIGHT -   233.791 (meters)      767.03  (feet) ADJUSTED
 FG1046  ______________________________________________________________________
 FG1046  GEOID HEIGHT    -        -29.083 (meters)                     GEOID18
 FG1046  DYNAMIC HEIGHT  -        233.571 (meters)      766.31  (feet) COMP
 FG1046  MODELED GRAVITY -    979,688.4   (mgal)                       NAVD 88
 FG1046
 FG1046  VERT ORDER      -  SECOND    CLASS 0
 FG1046
 FG1046.The horizontal coordinates were scaled from a map and have
 FG1046.an estimated accuracy of +/- 6 seconds.
 FG1046
 FG1046.The orthometric height was determined by differential leveling and
 FG1046.adjusted by the NATIONAL GEODETIC SURVEY
 FG1046.in June 1991.
 FG1046
 FG1046.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1046.GEOID18 height accuracy estimate available here.
 FG1046
 FG1046.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV780189(NAD 83)
 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
 FG1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1046.See file dsdata.pdf to determine how the superseded data were derived.
 FG1046
 FG1046_MARKER: DB = BENCH MARK DISK
 FG1046_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG1046_STAMPING: D 127 1935
 FG1046_MARK LOGO: CGS
 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             CGS
 FG1046  HISTORY     - 20190812 MARK NOT FOUND   ARHD
 FG1046
 FG1046                          STATION DESCRIPTION
 FG1046
 FG1046'DESCRIBED BY COAST AND 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.
 FG1046
 FG1046                          STATION RECOVERY (2019)
 FG1046
 FG1046'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2019 (MAR)
 FG1046'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0881 ***********************************************************************
 FG0881  DESIGNATION -  D 128
 FG0881  PID         -  FG0881
 FG0881  STATE/COUNTY-  AR/JOHNSON
 FG0881  COUNTRY     -  US
 FG0881  USGS QUAD   -  ROSETTA (2017)
 FG0881
 FG0881                         *CURRENT SURVEY CONTROL
 FG0881  ______________________________________________________________________
 FG0881* NAD 83(1986) POSITION- 35 42 31.     (N) 093 20 36.     (W)   SCALED
 FG0881* NAVD 88 ORTHO HEIGHT -   582.792 (meters)     1912.04  (feet) ADJUSTED
 FG0881  ______________________________________________________________________
 FG0881  GEOID HEIGHT    -        -28.222 (meters)                     GEOID18
 FG0881  DYNAMIC HEIGHT  -        582.225 (meters)     1910.18  (feet) COMP
 FG0881  MODELED GRAVITY -    979,640.9   (mgal)                       NAVD 88
 FG0881
 FG0881  VERT ORDER      -  SECOND    CLASS 0
 FG0881
 FG0881.The horizontal coordinates were scaled from a map and have
 FG0881.an estimated accuracy of +/- 6 seconds.
 FG0881
 FG0881.The orthometric height was determined by differential leveling and
 FG0881.adjusted by the NATIONAL GEODETIC SURVEY
 FG0881.in June 1991.
 FG0881
 FG0881.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0881.GEOID18 height accuracy estimate available here.
 FG0881
 FG0881.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV689516(NAD 83)
 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
 FG0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0881.See file dsdata.pdf to determine how the superseded data were derived.
 FG0881
 FG0881_MARKER: DB = BENCH MARK DISK
 FG0881_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0881_STAMPING: D 128 1935
 FG0881_MARK LOGO: CGS
 FG0881_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0881
 FG0881  HISTORY     - Date     Condition        Report By
 FG0881  HISTORY     - 1935     MONUMENTED       CGS
 FG0881  HISTORY     - 1935     GOOD             CGS
 FG0881  HISTORY     - 1975     POOR             NGS
 FG0881
 FG0881                          STATION DESCRIPTION
 FG0881
 FG0881'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DK1033 ***********************************************************************
 DK1033  DESIGNATION -  D 13
 DK1033  PID         -  DK1033
 DK1033  STATE/COUNTY-  AR/DREW
 DK1033  COUNTRY     -  US
 DK1033  USGS QUAD   -  JEROME (2017)
 DK1033
 DK1033                         *CURRENT SURVEY CONTROL
 DK1033  ______________________________________________________________________
 DK1033* NAD 83(1986) POSITION- 33 23 44.     (N) 091 28 13.     (W)   SCALED
 DK1033* NAVD 88 ORTHO HEIGHT -    39.585 (meters)      129.87  (feet) ADJUSTED
 DK1033  ______________________________________________________________________
 DK1033  GEOID HEIGHT    -        -26.005 (meters)                     GEOID18
 DK1033  DYNAMIC HEIGHT  -         39.544 (meters)      129.74  (feet) COMP
 DK1033  MODELED GRAVITY -    979,592.5   (mgal)                       NAVD 88
 DK1033
 DK1033  VERT ORDER      -  FIRST     CLASS II
 DK1033
 DK1033.The horizontal coordinates were scaled from a map and have
 DK1033.an estimated accuracy of +/- 6 seconds.
 DK1033
 DK1033.The orthometric height was determined by differential leveling and
 DK1033.adjusted by the NATIONAL GEODETIC SURVEY
 DK1033.in June 1991.
 DK1033
 DK1033.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1033.GEOID18 height accuracy estimate available here.
 DK1033
 DK1033.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS422961(NAD 83)
 DK1033
 DK1033                          SUPERSEDED SURVEY CONTROL
 DK1033
 DK1033  NGVD 29 (11/26/84)   39.696  (m)          130.24   (f) ADJUSTED    1 2
 DK1033
 DK1033.Superseded values are not recommended for survey control.
 DK1033
 DK1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1033.See file dsdata.pdf to determine how the superseded data were derived.
 DK1033
 DK1033_MARKER: DB = BENCH MARK DISK
 DK1033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1033_STAMPING: D 13 1932
 DK1033_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0219 ***********************************************************************
 FG0219  DESIGNATION -  D 13
 FG0219  PID         -  FG0219
 FG0219  STATE/COUNTY-  AR/FAULKNER
 FG0219  COUNTRY     -  US
 FG0219  USGS QUAD   -  DAMASCUS (2017)
 FG0219
 FG0219                         *CURRENT SURVEY CONTROL
 FG0219  ______________________________________________________________________
 FG0219* NAD 83(1986) POSITION- 35 19 44.     (N) 092 27 10.     (W)   SCALED
 FG0219* NAVD 88 ORTHO HEIGHT -   137.635 (meters)      451.56  (feet) ADJUSTED
 FG0219  ______________________________________________________________________
 FG0219  GEOID HEIGHT    -        -28.100 (meters)                     GEOID18
 FG0219  DYNAMIC HEIGHT  -        137.507 (meters)      451.14  (feet) COMP
 FG0219  MODELED GRAVITY -    979,702.4   (mgal)                       NAVD 88
 FG0219
 FG0219  VERT ORDER      -  SECOND    CLASS 0
 FG0219
 FG0219.The horizontal coordinates were scaled from a map and have
 FG0219.an estimated accuracy of +/- 6 seconds.
 FG0219
 FG0219.The orthometric height was determined by differential leveling and
 FG0219.adjusted by the NATIONAL GEODETIC SURVEY
 FG0219.in June 1991.
 FG0219
 FG0219.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0219.GEOID18 height accuracy estimate available here.
 FG0219
 FG0219.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV497096(NAD 83)
 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
 FG0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0219.See file dsdata.pdf to determine how the superseded data were derived.
 FG0219
 FG0219_MARKER: DD = SURVEY DISK
 FG0219_SETTING: 7 = 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             CGS
 FG0219  HISTORY     - 20111004 MARK NOT FOUND   ARHD
 FG0219  HISTORY     - 20150924 MARK NOT FOUND   ARHD
 FG0219
 FG0219                          STATION DESCRIPTION
 FG0219
 FG0219'DESCRIBED BY COAST AND 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.
 FG0219
 FG0219                          STATION RECOVERY (2011)
 FG0219
 FG0219'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (SES)
 FG0219'
 FG0219'.
 FG0219'
 FG0219
 FG0219                          STATION RECOVERY (2015)
 FG0219
 FG0219'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 FG0219'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0373 ***********************************************************************
 GF0373  DESIGNATION -  D 130
 GF0373  PID         -  GF0373
 GF0373  STATE/COUNTY-  AR/NEWTON
 GF0373  COUNTRY     -  US
 GF0373  USGS QUAD   -  HASTY (2017)
 GF0373
 GF0373                         *CURRENT SURVEY CONTROL
 GF0373  ______________________________________________________________________
 GF0373* NAD 83(1986) POSITION- 36 00 11.     (N) 093 02 38.     (W)   SCALED
 GF0373* NAVD 88 ORTHO HEIGHT -   344.658 (meters)     1130.77  (feet) ADJUSTED
 GF0373  ______________________________________________________________________
 GF0373  GEOID HEIGHT    -        -28.293 (meters)                     GEOID18
 GF0373  DYNAMIC HEIGHT  -        344.340 (meters)     1129.72  (feet) COMP
 GF0373  MODELED GRAVITY -    979,702.0   (mgal)                       NAVD 88
 GF0373
 GF0373  VERT ORDER      -  SECOND    CLASS 0
 GF0373
 GF0373.The horizontal coordinates were scaled from a map and have
 GF0373.an estimated accuracy of +/- 6 seconds.
 GF0373
 GF0373.The orthometric height was determined by differential leveling and
 GF0373.adjusted by the NATIONAL GEODETIC SURVEY
 GF0373.in June 1991.
 GF0373
 GF0373.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0373.GEOID18 height accuracy estimate available here.
 GF0373
 GF0373.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV960842(NAD 83)
 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
 GF0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0373.See file dsdata.pdf to determine how the superseded data were derived.
 GF0373
 GF0373_MARKER: DB = BENCH MARK DISK
 GF0373_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GF0373_STAMPING: D 130 1935
 GF0373_MARK LOGO: CGS
 GF0373_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1440 ***********************************************************************
 EJ1440  DESIGNATION -  D 131
 EJ1440  PID         -  EJ1440
 EJ1440  STATE/COUNTY-  AR/MONTGOMERY
 EJ1440  COUNTRY     -  US
 EJ1440  USGS QUAD   -  LANGLEY (2017)
 EJ1440
 EJ1440                         *CURRENT SURVEY CONTROL
 EJ1440  ______________________________________________________________________
 EJ1440* NAD 83(1986) POSITION- 34 21 51.     (N) 093 51 46.     (W)   SCALED
 EJ1440* NAVD 88 ORTHO HEIGHT -   365.067 (meters)     1197.72  (feet) ADJUSTED
 EJ1440  ______________________________________________________________________
 EJ1440  GEOID HEIGHT    -        -28.144 (meters)                     GEOID18
 EJ1440  DYNAMIC HEIGHT  -        364.691 (meters)     1196.49  (feet) COMP
 EJ1440  MODELED GRAVITY -    979,594.6   (mgal)                       NAVD 88
 EJ1440
 EJ1440  VERT ORDER      -  SECOND    CLASS 0
 EJ1440
 EJ1440.The horizontal coordinates were scaled from a map and have
 EJ1440.an estimated accuracy of +/- 6 seconds.
 EJ1440
 EJ1440.The orthometric height was determined by differential leveling and
 EJ1440.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1440.in June 1991.
 EJ1440
 EJ1440.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1440.GEOID18 height accuracy estimate available here.
 EJ1440
 EJ1440.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU206028(NAD 83)
 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
 EJ1440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1440.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1440
 EJ1440_MARKER: DB = BENCH MARK DISK
 EJ1440_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ1440_STAMPING: D 131 1935
 EJ1440_MARK LOGO: CGS
 EJ1440_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1440
 EJ1440  HISTORY     - Date     Condition        Report By
 EJ1440  HISTORY     - 1935     MONUMENTED       CGS
 EJ1440  HISTORY     - 1961     GOOD             CGS
 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 COAST AND GEODETIC SURVEY 1961
 EJ1440'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EK0177 ***********************************************************************
 EK0177  DESIGNATION -  D 132
 EK0177  PID         -  EK0177
 EK0177  STATE/COUNTY-  AR/HOWARD
 EK0177  COUNTRY     -  US
 EK0177  USGS QUAD   -  BAKER SPRINGS (2017)
 EK0177
 EK0177                         *CURRENT SURVEY CONTROL
 EK0177  ______________________________________________________________________
 EK0177* NAD 83(1986) POSITION- 34 17 51.     (N) 094 09 34.     (W)   SCALED
 EK0177* NAVD 88 ORTHO HEIGHT -   176.073 (meters)      577.67  (feet) ADJUSTED
 EK0177  ______________________________________________________________________
 EK0177  GEOID HEIGHT    -        -28.516 (meters)                     GEOID18
 EK0177  DYNAMIC HEIGHT  -        175.893 (meters)      577.08  (feet) COMP
 EK0177  MODELED GRAVITY -    979,609.1   (mgal)                       NAVD 88
 EK0177
 EK0177  VERT ORDER      -  SECOND    CLASS 0
 EK0177
 EK0177.The horizontal coordinates were scaled from a map and have
 EK0177.an estimated accuracy of +/- 6 seconds.
 EK0177
 EK0177.The orthometric height was determined by differential leveling and
 EK0177.adjusted by the NATIONAL GEODETIC SURVEY
 EK0177.in June 1991.
 EK0177
 EK0177.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0177.GEOID18 height accuracy estimate available here.
 EK0177
 EK0177.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT932957(NAD 83)
 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
 EK0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0177.See file dsdata.pdf to determine how the superseded data were derived.
 EK0177
 EK0177_MARKER: DB = BENCH MARK DISK
 EK0177_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EK0177_STAMPING: D 132 1935
 EK0177_MARK LOGO: CGS
 EK0177_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0177
 EK0177  HISTORY     - Date     Condition        Report By
 EK0177  HISTORY     - 1935     MONUMENTED       CGS
 EK0177  HISTORY     - 1942     GOOD             CGS
 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EK0074 ***********************************************************************
 EK0074  DESIGNATION -  D 133
 EK0074  PID         -  EK0074
 EK0074  STATE/COUNTY-  AR/POLK
 EK0074  COUNTRY     -  US
 EK0074  USGS QUAD   -  MENA (2017)
 EK0074
 EK0074                         *CURRENT SURVEY CONTROL
 EK0074  ______________________________________________________________________
 EK0074* NAD 83(1986) POSITION- 34 32 11.     (N) 094 13 07.     (W)   SCALED
 EK0074* NAVD 88 ORTHO HEIGHT -   335.638 (meters)     1101.17  (feet) ADJUSTED
 EK0074  ______________________________________________________________________
 EK0074  GEOID HEIGHT    -        -29.878 (meters)                     GEOID18
 EK0074  DYNAMIC HEIGHT  -        335.275 (meters)     1099.98  (feet) COMP
 EK0074  MODELED GRAVITY -    979,545.9   (mgal)                       NAVD 88
 EK0074
 EK0074  VERT ORDER      -  SECOND    CLASS 0
 EK0074
 EK0074.The horizontal coordinates were scaled from a map and have
 EK0074.an estimated accuracy of +/- 6 seconds.
 EK0074
 EK0074.The orthometric height was determined by differential leveling and
 EK0074.adjusted by the NATIONAL GEODETIC SURVEY
 EK0074.in June 1991.
 EK0074
 EK0074.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0074.GEOID18 height accuracy estimate available here.
 EK0074
 EK0074.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU881223(NAD 83)
 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
 EK0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0074.See file dsdata.pdf to determine how the superseded data were derived.
 EK0074
 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             CGS
 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EK0255 ***********************************************************************
 EK0255  DESIGNATION -  D 134
 EK0255  PID         -  EK0255
 EK0255  STATE/COUNTY-  AR/POLK
 EK0255  COUNTRY     -  US
 EK0255  USGS QUAD   -  NICHOLS MOUNTAIN (2017)
 EK0255
 EK0255                         *CURRENT SURVEY CONTROL
 EK0255  ______________________________________________________________________
 EK0255* NAD 83(1986) POSITION- 34 26 50.03   (N) 094 01 51.77   (W)   HD_HELD1
 EK0255* NAVD 88 ORTHO HEIGHT -   508.947 (meters)     1669.77  (feet) ADJUSTED
 EK0255  ______________________________________________________________________
 EK0255  GEOID HEIGHT    -        -28.788 (meters)                     GEOID18
 EK0255  DYNAMIC HEIGHT  -        508.410 (meters)     1668.01  (feet) COMP
 EK0255  MODELED GRAVITY -    979,564.1   (mgal)                       NAVD 88
 EK0255
 EK0255  VERT ORDER      -  SECOND    CLASS 0
 EK0255
 EK0255.The horizontal coordinates were determined by differentially corrected
 EK0255.hand held GPS observations or other comparable positioning techniques
 EK0255.and have an estimated accuracy of +/- 3 meters.
 EK0255
 EK0255.The orthometric height was determined by differential leveling and
 EK0255.adjusted by the NATIONAL GEODETIC SURVEY
 EK0255.in June 1991.
 EK0255
 EK0255.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0255.GEOID18 height accuracy estimate available here.
 EK0255
 EK0255.Click photographs - Photos may exist for this station.
 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     -   599,340.2     213,373.8     MT  (+/- 3 meters HH1 GPS) 
 EK0255
 EK0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU0528512227(NAD 83)
 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
 EK0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0255.See file dsdata.pdf to determine how the superseded data were derived.
 EK0255
 EK0255_MARKER: DB = BENCH MARK DISK
 EK0255_SETTING: 66 = SET IN ROCK OUTCROP
 EK0255_STAMPING: D 134 1935
 EK0255_MARK LOGO: CGS
 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             CGS
 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 COAST AND GEODETIC SURVEY 1961
 EK0255'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1526 ***********************************************************************
 EJ1526  DESIGNATION -  D 135
 EJ1526  PID         -  EJ1526
 EJ1526  STATE/COUNTY-  AR/MONTGOMERY
 EJ1526  COUNTRY     -  US
 EJ1526  USGS QUAD   -  PINE RIDGE (2017)
 EJ1526
 EJ1526                         *CURRENT SURVEY CONTROL
 EJ1526  ______________________________________________________________________
 EJ1526* NAD 83(1986) POSITION- 34 31 17.     (N) 093 52 50.     (W)   SCALED
 EJ1526* NAVD 88 ORTHO HEIGHT -   279.137 (meters)      915.80  (feet) ADJUSTED
 EJ1526  ______________________________________________________________________
 EJ1526  GEOID HEIGHT    -        -28.906 (meters)                     GEOID18
 EJ1526  DYNAMIC HEIGHT  -        278.847 (meters)      914.85  (feet) COMP
 EJ1526  MODELED GRAVITY -    979,589.9   (mgal)                       NAVD 88
 EJ1526
 EJ1526  VERT ORDER      -  SECOND    CLASS 0
 EJ1526
 EJ1526.The horizontal coordinates were scaled from a map and have
 EJ1526.an estimated accuracy of +/- 6 seconds.
 EJ1526
 EJ1526.The orthometric height was determined by differential leveling and
 EJ1526.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1526.in June 1991.
 EJ1526
 EJ1526.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1526.GEOID18 height accuracy estimate available here.
 EJ1526
 EJ1526.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU191203(NAD 83)
 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
 EJ1526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1526.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1526
 EJ1526_MARKER: DB = BENCH MARK DISK
 EJ1526_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ1526_STAMPING: D 135 1935
 EJ1526_MARK LOGO: CGS
 EJ1526_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1526
 EJ1526  HISTORY     - Date     Condition        Report By
 EJ1526  HISTORY     - 1935     MONUMENTED       CGS
 EJ1526  HISTORY     - 1961     GOOD             CGS
 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 COAST AND GEODETIC SURVEY 1961
 EJ1526'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1539 ***********************************************************************
 EJ1539  DESIGNATION -  D 136
 EJ1539  PID         -  EJ1539
 EJ1539  STATE/COUNTY-  AR/MONTGOMERY
 EJ1539  COUNTRY     -  US
 EJ1539  USGS QUAD   -  ODEN (2017)
 EJ1539
 EJ1539                         *CURRENT SURVEY CONTROL
 EJ1539  ______________________________________________________________________
 EJ1539* NAD 83(1986) POSITION- 34 33 28.86   (N) 093 45 13.07   (W)   HD_HELD1
 EJ1539* NAVD 88 ORTHO HEIGHT -   221.146 (meters)      725.54  (feet) ADJUSTED
 EJ1539  ______________________________________________________________________
 EJ1539  GEOID HEIGHT    -        -28.809 (meters)                     GEOID18
 EJ1539  DYNAMIC HEIGHT  -        220.916 (meters)      724.79  (feet) COMP
 EJ1539  MODELED GRAVITY -    979,593.2   (mgal)                       NAVD 88
 EJ1539
 EJ1539  VERT ORDER      -  SECOND    CLASS 0
 EJ1539
 EJ1539.The horizontal coordinates were determined by differentially corrected
 EJ1539.hand held GPS observations or other comparable positioning techniques
 EJ1539.and have an estimated accuracy of +/- 3 meters.
 EJ1539
 EJ1539.The orthometric height was determined by differential leveling and
 EJ1539.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1539.in June 1991.
 EJ1539
 EJ1539.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1539.GEOID18 height accuracy estimate available here.
 EJ1539
 EJ1539.Click photographs - Photos may exist for this station.
 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     -   611,156.3     239,072.5     MT  (+/- 3 meters HH1 GPS) 
 EJ1539
 EJ1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU3086124288(NAD 83)
 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
 EJ1539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1539.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1539
 EJ1539_MARKER: DB = BENCH MARK DISK
 EJ1539_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ1539_STAMPING: D 136 1935
 EJ1539_MARK LOGO: CGS
 EJ1539_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1539
 EJ1539  HISTORY     - Date     Condition        Report By
 EJ1539  HISTORY     - 1935     MONUMENTED       CGS
 EJ1539  HISTORY     - 1961     GOOD             CGS
 EJ1539
 EJ1539                          STATION DESCRIPTION
 EJ1539
 EJ1539'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1125 ***********************************************************************
 EJ1125  DESIGNATION -  D 137
 EJ1125  PID         -  EJ1125
 EJ1125  STATE/COUNTY-  AR/CLARK
 EJ1125  COUNTRY     -  US
 EJ1125  USGS QUAD   -  AMITY (2017)
 EJ1125
 EJ1125                         *CURRENT SURVEY CONTROL
 EJ1125  ______________________________________________________________________
 EJ1125* NAD 83(1986) POSITION- 34 19 41.     (N) 093 23 27.     (W)   SCALED
 EJ1125* NAVD 88 ORTHO HEIGHT -   178.299 (meters)      584.97  (feet) ADJUSTED
 EJ1125  ______________________________________________________________________
 EJ1125  GEOID HEIGHT    -        -27.546 (meters)                     GEOID18
 EJ1125  DYNAMIC HEIGHT  -        178.119 (meters)      584.38  (feet) COMP
 EJ1125  MODELED GRAVITY -    979,621.8   (mgal)                       NAVD 88
 EJ1125
 EJ1125  VERT ORDER      -  SECOND    CLASS 0
 EJ1125
 EJ1125.The horizontal coordinates were scaled from a map and have
 EJ1125.an estimated accuracy of +/- 6 seconds.
 EJ1125
 EJ1125.The orthometric height was determined by differential leveling and
 EJ1125.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1125.in June 1991.
 EJ1125
 EJ1125.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1125.GEOID18 height accuracy estimate available here.
 EJ1125
 EJ1125.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT640986(NAD 83)
 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
 EJ1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1125.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1125
 EJ1125_MARKER: DB = BENCH MARK DISK
 EJ1125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1125_STAMPING: D 137 1935
 EJ1125_MARK LOGO: CGS
 EJ1125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1125+STABILITY: SURFACE MOTION
 EJ1125_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EJ1125+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2016
 EJ1125
 EJ1125  HISTORY     - Date     Condition        Report By
 EJ1125  HISTORY     - 1935     MONUMENTED       CGS
 EJ1125  HISTORY     - 20160225 GOOD             ARHD
 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.
 EJ1125
 EJ1125                          STATION RECOVERY (2016)
 EJ1125
 EJ1125'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (WDA)
 EJ1125'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1229 ***********************************************************************
 EJ1229  DESIGNATION -  D 138
 EJ1229  PID         -  EJ1229
 EJ1229  STATE/COUNTY-  AR/CLARK
 EJ1229  COUNTRY     -  US
 EJ1229  USGS QUAD   -  ARKADELPHIA (2017)
 EJ1229
 EJ1229                         *CURRENT SURVEY CONTROL
 EJ1229  ______________________________________________________________________
 EJ1229* NAD 83(1986) POSITION- 34 06 20.     (N) 093 06 36.     (W)   SCALED
 EJ1229* NAVD 88 ORTHO HEIGHT -    73.748 (meters)      241.95  (feet) ADJUSTED
 EJ1229  ______________________________________________________________________
 EJ1229  GEOID HEIGHT    -        -26.848 (meters)                     GEOID18
 EJ1229  DYNAMIC HEIGHT  -         73.674 (meters)      241.71  (feet) COMP
 EJ1229  MODELED GRAVITY -    979,631.9   (mgal)                       NAVD 88
 EJ1229
 EJ1229  VERT ORDER      -  SECOND    CLASS 0
 EJ1229
 EJ1229.The horizontal coordinates were scaled from a map and have
 EJ1229.an estimated accuracy of +/- 6 seconds.
 EJ1229
 EJ1229.The orthometric height was determined by differential leveling and
 EJ1229.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1229.in June 1991.
 EJ1229
 EJ1229.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1229.GEOID18 height accuracy estimate available here.
 EJ1229
 EJ1229.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT898738(NAD 83)
 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
 EJ1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1229.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1229
 EJ1229_MARKER: DB = BENCH MARK DISK
 EJ1229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1229_STAMPING: D 138 1935
 EJ1229_MARK LOGO: CGS
 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             CGS
 EJ1229  HISTORY     - 20110811 MARK NOT FOUND   BFENG
 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 COAST AND GEODETIC SURVEY 1964
 EJ1229'RECOVERED IN GOOD CONDITION.
 EJ1229
 EJ1229                          STATION RECOVERY (2011)
 EJ1229
 EJ1229'RECOVERY NOTE BY B AND F ENGINEERING 2011 (TJS)
 EJ1229'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0726 ***********************************************************************
 EJ0726  DESIGNATION -  D 139
 EJ0726  PID         -  EJ0726
 EJ0726  STATE/COUNTY-  AR/HOT SPRING
 EJ0726  COUNTRY     -  US
 EJ0726  USGS QUAD   -  SOCIAL HILL (2017)
 EJ0726
 EJ0726                         *CURRENT SURVEY CONTROL
 EJ0726  ______________________________________________________________________
 EJ0726* NAD 83(1986) POSITION- 34 19 53.     (N) 092 56 46.     (W)   SCALED
 EJ0726* NAVD 88 ORTHO HEIGHT -    84.952 (meters)      278.71  (feet) ADJUSTED
 EJ0726  ______________________________________________________________________
 EJ0726  GEOID HEIGHT    -        -26.707 (meters)                     GEOID18
 EJ0726  DYNAMIC HEIGHT  -         84.869 (meters)      278.44  (feet) COMP
 EJ0726  MODELED GRAVITY -    979,660.4   (mgal)                       NAVD 88
 EJ0726
 EJ0726  VERT ORDER      -  SECOND    CLASS 0
 EJ0726
 EJ0726.The horizontal coordinates were scaled from a map and have
 EJ0726.an estimated accuracy of +/- 6 seconds.
 EJ0726
 EJ0726.The orthometric height was determined by differential leveling and
 EJ0726.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0726.in June 1991.
 EJ0726
 EJ0726.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0726.GEOID18 height accuracy estimate available here.
 EJ0726
 EJ0726.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT049989(NAD 83)
 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
 EJ0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0726.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0726
 EJ0726_MARKER: DB = BENCH MARK DISK
 EJ0726_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0726_STAMPING: D 139 1935
 EJ0726_MARK LOGO: CGS
 EJ0726_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0726
 EJ0726  HISTORY     - Date     Condition        Report By
 EJ0726  HISTORY     - 1935     MONUMENTED       CGS
 EJ0726  HISTORY     - 1935     GOOD             CGS
 EJ0726  HISTORY     - 1975     MARK NOT FOUND   USGS
 EJ0726
 EJ0726                          STATION DESCRIPTION
 EJ0726
 EJ0726'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EH2336 ***********************************************************************
 EH2336  DESIGNATION -  D 14
 EH2336  PID         -  EH2336
 EH2336  STATE/COUNTY-  AR/ARKANSAS
 EH2336  COUNTRY     -  US
 EH2336  USGS QUAD   -  STUTTGART NORTH (2017)
 EH2336
 EH2336                         *CURRENT SURVEY CONTROL
 EH2336  ______________________________________________________________________
 EH2336* NAD 83(1986) POSITION- 34 30 14.     (N) 091 33 00.     (W)   SCALED
 EH2336* NAVD 88 ORTHO HEIGHT -    66.684 (meters)      218.78  (feet) ADJUSTED
 EH2336  ______________________________________________________________________
 EH2336  GEOID HEIGHT    -        -26.579 (meters)                     GEOID18
 EH2336  DYNAMIC HEIGHT  -         66.620 (meters)      218.57  (feet) COMP
 EH2336  MODELED GRAVITY -    979,679.5   (mgal)                       NAVD 88
 EH2336
 EH2336  VERT ORDER      -  FIRST     CLASS II
 EH2336
 EH2336.The horizontal coordinates were scaled from a map and have
 EH2336.an estimated accuracy of +/- 6 seconds.
 EH2336
 EH2336.The orthometric height was determined by differential leveling and
 EH2336.adjusted by the NATIONAL GEODETIC SURVEY
 EH2336.in June 1991.
 EH2336
 EH2336.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2336.GEOID18 height accuracy estimate available here.
 EH2336
 EH2336.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU331189(NAD 83)
 EH2336
 EH2336                          SUPERSEDED SURVEY CONTROL
 EH2336
 EH2336  NGVD 29 (11/26/84)   66.712  (m)          218.87   (f) ADJUSTED    1 2
 EH2336
 EH2336.Superseded values are not recommended for survey control.
 EH2336
 EH2336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2336.See file dsdata.pdf to determine how the superseded data were derived.
 EH2336
 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_MARK LOGO: CGS
 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'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 = MARCH 20, 2026 22:17:28 EDT
 EJ0712 ***********************************************************************
 EJ0712  DESIGNATION -  D 140
 EJ0712  PID         -  EJ0712
 EJ0712  STATE/COUNTY-  AR/GARLAND
 EJ0712  COUNTRY     -  US
 EJ0712  USGS QUAD   -  LAKE CATHERINE (2017)
 EJ0712
 EJ0712                         *CURRENT SURVEY CONTROL
 EJ0712  ______________________________________________________________________
 EJ0712* NAD 83(1986) POSITION- 34 27 50.     (N) 092 58 19.     (W)   SCALED
 EJ0712* NAVD 88 ORTHO HEIGHT -   103.567 (meters)      339.79  (feet) ADJUSTED
 EJ0712  ______________________________________________________________________
 EJ0712  GEOID HEIGHT    -        -26.901 (meters)                     GEOID18
 EJ0712  DYNAMIC HEIGHT  -        103.467 (meters)      339.46  (feet) COMP
 EJ0712  MODELED GRAVITY -    979,671.7   (mgal)                       NAVD 88
 EJ0712
 EJ0712  VERT ORDER      -  SECOND    CLASS 0
 EJ0712
 EJ0712.The horizontal coordinates were scaled from a map and have
 EJ0712.an estimated accuracy of +/- 6 seconds.
 EJ0712
 EJ0712.The orthometric height was determined by differential leveling and
 EJ0712.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0712.in June 1991.
 EJ0712
 EJ0712.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0712.GEOID18 height accuracy estimate available here.
 EJ0712
 EJ0712.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU025135(NAD 83)
 EJ0712
 EJ0712                          SUPERSEDED SURVEY CONTROL
 EJ0712
 EJ0712  NGVD 29 (??/??/92)  103.57   (m)          339.8    (f) COMPUTED    2 0
 EJ0712
 EJ0712.Superseded values are not recommended for survey control.
 EJ0712
 EJ0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0712.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0712
 EJ0712_MARKER: DB = BENCH MARK DISK
 EJ0712_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0712_STAMPING: D 140 1935
 EJ0712_MARK LOGO: CGS
 EJ0712_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1425 ***********************************************************************
 FG1425  DESIGNATION -  D 142
 FG1425  PID         -  FG1425
 FG1425  STATE/COUNTY-  AR/FRANKLIN
 FG1425  COUNTRY     -  US
 FG1425  USGS QUAD   -  BIDVILLE (2017)
 FG1425
 FG1425                         *CURRENT SURVEY CONTROL
 FG1425  ______________________________________________________________________
 FG1425* NAD 83(1986) POSITION- 35 40 28.     (N) 093 54 57.     (W)   SCALED
 FG1425* NAVD 88 ORTHO HEIGHT -   368.555 (meters)     1209.17  (feet) ADJUSTED
 FG1425  ______________________________________________________________________
 FG1425  GEOID HEIGHT    -        -28.522 (meters)                     GEOID18
 FG1425  DYNAMIC HEIGHT  -        368.209 (meters)     1208.03  (feet) COMP
 FG1425  MODELED GRAVITY -    979,684.5   (mgal)                       NAVD 88
 FG1425
 FG1425  VERT ORDER      -  SECOND    CLASS 0
 FG1425
 FG1425.The horizontal coordinates were scaled from a map and have
 FG1425.an estimated accuracy of +/- 6 seconds.
 FG1425
 FG1425.The orthometric height was determined by differential leveling and
 FG1425.adjusted by the NATIONAL GEODETIC SURVEY
 FG1425.in June 1991.
 FG1425
 FG1425.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1425.GEOID18 height accuracy estimate available here.
 FG1425
 FG1425.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV171482(NAD 83)
 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
 FG1425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1425.See file dsdata.pdf to determine how the superseded data were derived.
 FG1425
 FG1425_MARKER: DB = BENCH MARK DISK
 FG1425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1425_STAMPING: D 142 1935
 FG1425_MARK LOGO: CGS
 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             CGS
 FG1425  HISTORY     - 1972     POOR             NGS
 FG1425
 FG1425                          STATION DESCRIPTION
 FG1425
 FG1425'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG1367 ***********************************************************************
 FG1367  DESIGNATION -  D 143
 FG1367  PID         -  FG1367
 FG1367  STATE/COUNTY-  AR/CRAWFORD
 FG1367  COUNTRY     -  US
 FG1367  USGS QUAD   -  BIDVILLE (2017)
 FG1367
 FG1367                         *CURRENT SURVEY CONTROL
 FG1367  ______________________________________________________________________
 FG1367* NAD 83(1986) POSITION- 35 44 52.     (N) 093 57 29.     (W)   SCALED
 FG1367* NAVD 88 ORTHO HEIGHT -   699.777 (meters)     2295.85  (feet) ADJUSTED
 FG1367  ______________________________________________________________________
 FG1367  GEOID HEIGHT    -        -28.225 (meters)                     GEOID18
 FG1367  DYNAMIC HEIGHT  -        699.087 (meters)     2293.59  (feet) COMP
 FG1367  MODELED GRAVITY -    979,624.4   (mgal)                       NAVD 88
 FG1367
 FG1367  VERT ORDER      -  SECOND    CLASS 0
 FG1367
 FG1367.The horizontal coordinates were scaled from a map and have
 FG1367.an estimated accuracy of +/- 6 seconds.
 FG1367
 FG1367.The orthometric height was determined by differential leveling and
 FG1367.adjusted by the NATIONAL GEODETIC SURVEY
 FG1367.in June 1991.
 FG1367
 FG1367.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1367.GEOID18 height accuracy estimate available here.
 FG1367
 FG1367.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV133563(NAD 83)
 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
 FG1367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1367.See file dsdata.pdf to determine how the superseded data were derived.
 FG1367
 FG1367_MARKER: DB = BENCH MARK DISK
 FG1367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1367_STAMPING: D 143 1935
 FG1367_MARK LOGO: CGS
 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             CGS
 FG1367
 FG1367                          STATION DESCRIPTION
 FG1367
 FG1367'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FH0077 ***********************************************************************
 FH0077  DESIGNATION -  D 144
 FH0077  PID         -  FH0077
 FH0077  STATE/COUNTY-  AR/WASHINGTON
 FH0077  COUNTRY     -  US
 FH0077  USGS QUAD   -  BRENTWOOD (2017)
 FH0077
 FH0077                         *CURRENT SURVEY CONTROL
 FH0077  ______________________________________________________________________
 FH0077* NAD 83(1986) POSITION- 35 49 16.     (N) 094 01 32.     (W)   SCALED
 FH0077* NAVD 88 ORTHO HEIGHT -   673.199 (meters)     2208.65  (feet) ADJUSTED
 FH0077  ______________________________________________________________________
 FH0077  GEOID HEIGHT    -        -28.064 (meters)                     GEOID18
 FH0077  DYNAMIC HEIGHT  -        672.550 (meters)     2206.52  (feet) COMP
 FH0077  MODELED GRAVITY -    979,645.9   (mgal)                       NAVD 88
 FH0077
 FH0077  VERT ORDER      -  SECOND    CLASS 0
 FH0077
 FH0077.The horizontal coordinates were scaled from a map and have
 FH0077.an estimated accuracy of +/- 6 seconds.
 FH0077
 FH0077.The orthometric height was determined by differential leveling and
 FH0077.adjusted by the NATIONAL GEODETIC SURVEY
 FH0077.in June 1991.
 FH0077
 FH0077.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0077.GEOID18 height accuracy estimate available here.
 FH0077
 FH0077.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV073645(NAD 83)
 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
 FH0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0077.See file dsdata.pdf to determine how the superseded data were derived.
 FH0077
 FH0077_MARKER: DB = BENCH MARK DISK
 FH0077_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FH0077_STAMPING: D 144 1935
 FH0077_MARK LOGO: CGS
 FH0077_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0077
 FH0077  HISTORY     - Date     Condition        Report By
 FH0077  HISTORY     - 1935     MONUMENTED       CGS
 FH0077  HISTORY     - 1960     GOOD             CGS
 FH0077  HISTORY     - 1973     MARK NOT FOUND   USGS
 FH0077
 FH0077                          STATION DESCRIPTION
 FH0077
 FH0077'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG1360 ***********************************************************************
 FG1360  DESIGNATION -  D 145
 FG1360  PID         -  FG1360
 FG1360  STATE/COUNTY-  AR/MADISON
 FG1360  COUNTRY     -  US
 FG1360  USGS QUAD   -  WEATHERS (2017)
 FG1360
 FG1360                         *CURRENT SURVEY CONTROL
 FG1360  ______________________________________________________________________
 FG1360* NAD 83(1986) POSITION- 35 57 44.3    (N) 093 31 04.5    (W)   HD_HELD2
 FG1360* NAVD 88 ORTHO HEIGHT -   481.058 (meters)     1578.27  (feet) ADJUSTED
 FG1360  ______________________________________________________________________
 FG1360  GEOID HEIGHT    -        -27.894 (meters)                     GEOID18
 FG1360  DYNAMIC HEIGHT  -        480.604 (meters)     1576.78  (feet) COMP
 FG1360  MODELED GRAVITY -    979,674.0   (mgal)                       NAVD 88
 FG1360
 FG1360  VERT ORDER      -  SECOND    CLASS 0
 FG1360
 FG1360.The horizontal coordinates were established by autonomous hand held GPS
 FG1360.observations and have an estimated accuracy of +/- 10 meters.
 FG1360
 FG1360.The orthometric height was determined by differential leveling and
 FG1360.adjusted by the NATIONAL GEODETIC SURVEY
 FG1360.in June 1991.
 FG1360
 FG1360.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1360.GEOID18 height accuracy estimate available here.
 FG1360
 FG1360.Click photographs - Photos may exist for this station.
 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     -   181,779.      263,085.      MT  (+/- 10 meters HH2 GPS)
 FG1360
 FG1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV5329879891(NAD 83)
 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
 FG1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1360.See file dsdata.pdf to determine how the superseded data were derived.
 FG1360
 FG1360_MARKER: DB = BENCH MARK DISK
 FG1360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1360_STAMPING: D 145 1935
 FG1360_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0507 ***********************************************************************
 FG0507  DESIGNATION -  D 147
 FG0507  PID         -  FG0507
 FG0507  STATE/COUNTY-  AR/NEWTON
 FG0507  COUNTRY     -  US
 FG0507  USGS QUAD   -  MOORE (2017)
 FG0507
 FG0507                         *CURRENT SURVEY CONTROL
 FG0507  ______________________________________________________________________
 FG0507* NAD 83(1986) POSITION- 35 45 11.     (N) 092 59 42.     (W)   SCALED
 FG0507* NAVD 88 ORTHO HEIGHT -   465.219 (meters)     1526.31  (feet) ADJUSTED
 FG0507  ______________________________________________________________________
 FG0507  GEOID HEIGHT    -        -28.075 (meters)                     GEOID18
 FG0507  DYNAMIC HEIGHT  -        464.776 (meters)     1524.85  (feet) COMP
 FG0507  MODELED GRAVITY -    979,667.0   (mgal)                       NAVD 88
 FG0507
 FG0507  VERT ORDER      -  SECOND    CLASS 0
 FG0507
 FG0507.The horizontal coordinates were scaled from a map and have
 FG0507.an estimated accuracy of +/- 6 seconds.
 FG0507
 FG0507.The orthometric height was determined by differential leveling and
 FG0507.adjusted by the NATIONAL GEODETIC SURVEY
 FG0507.in June 1991.
 FG0507
 FG0507.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0507.GEOID18 height accuracy estimate available here.
 FG0507
 FG0507.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV004565(NAD 83)
 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
 FG0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0507.See file dsdata.pdf to determine how the superseded data were derived.
 FG0507
 FG0507_MARKER: DB = BENCH MARK DISK
 FG0507_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0507_STAMPING: D 147 1935
 FG0507_MARK LOGO: CGS
 FG0507_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0649 ***********************************************************************
 FG0649  DESIGNATION -  D 149
 FG0649  PID         -  FG0649
 FG0649  STATE/COUNTY-  AR/SEARCY
 FG0649  COUNTRY     -  US
 FG0649  USGS QUAD   -  WITTS SPRINGS (2017)
 FG0649
 FG0649                         *CURRENT SURVEY CONTROL
 FG0649  ______________________________________________________________________
 FG0649* NAD 83(1986) POSITION- 35 50 46.54   (N) 092 50 45.28   (W)   HD_HELD1
 FG0649* NAVD 88 ORTHO HEIGHT -   308.491 (meters)     1012.11  (feet) ADJUSTED
 FG0649  ______________________________________________________________________
 FG0649  GEOID HEIGHT    -        -28.067 (meters)                     GEOID18
 FG0649  DYNAMIC HEIGHT  -        308.200 (meters)     1011.15  (feet) COMP
 FG0649  MODELED GRAVITY -    979,683.0   (mgal)                       NAVD 88
 FG0649
 FG0649  VERT ORDER      -  SECOND    CLASS 0
 FG0649
 FG0649.The horizontal coordinates were determined by differentially corrected
 FG0649.hand held GPS observations or other comparable positioning techniques
 FG0649.and have an estimated accuracy of +/- 3 meters.
 FG0649
 FG0649.The orthometric height was determined by differential leveling and
 FG0649.adjusted by the NATIONAL GEODETIC SURVEY
 FG0649.in June 1991.
 FG0649
 FG0649.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0649.GEOID18 height accuracy estimate available here.
 FG0649
 FG0649.Click photographs - Photos may exist for this station.
 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     -   168,176.1     323,586.8     MT  (+/- 3 meters HH1 GPS) 
 FG0649
 FG0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV1391466907(NAD 83)
 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
 FG0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0649.See file dsdata.pdf to determine how the superseded data were derived.
 FG0649
 FG0649_MARKER: DB = BENCH MARK DISK
 FG0649_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0649_STAMPING: D 149 1935
 FG0649_MARK LOGO: CGS
 FG0649_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 DM1155 ***********************************************************************
 DM1155  DESIGNATION -  D 1497
 DM1155  PID         -  DM1155
 DM1155  STATE/COUNTY-  AR/MILLER
 DM1155  COUNTRY     -  US
 DM1155  USGS QUAD   -  TEXARKANA (2019)
 DM1155
 DM1155                         *CURRENT SURVEY CONTROL
 DM1155  ______________________________________________________________________
 DM1155* NAD 83(1986) POSITION- 33 28 49.     (N) 094 02 06.     (W)   SCALED
 DM1155* NAVD 88 ORTHO HEIGHT -   104.208 (meters)      341.89  (feet) ADJUSTED
 DM1155  ______________________________________________________________________
 DM1155  GEOID HEIGHT    -        -26.955 (meters)                     GEOID18
 DM1155  DYNAMIC HEIGHT  -        104.097 (meters)      341.52  (feet) COMP
 DM1155  MODELED GRAVITY -    979,576.7   (mgal)                       NAVD 88
 DM1155
 DM1155  VERT ORDER      -  FIRST     CLASS II
 DM1155
 DM1155.The horizontal coordinates were scaled from a map and have
 DM1155.an estimated accuracy of +/- 6 seconds.
 DM1155
 DM1155.The orthometric height was determined by differential leveling and
 DM1155.adjusted by the NATIONAL GEODETIC SURVEY
 DM1155.in June 1991.
 DM1155
 DM1155.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1155.GEOID18 height accuracy estimate available here.
 DM1155
 DM1155.Click photographs - Photos may exist for this station.
 DM1155
 DM1155.The dynamic height is computed by dividing the NAVD 88
 DM1155.geopotential number by the normal gravity value computed on the
 DM1155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1155.degrees latitude (g = 980.6199 gals.).
 DM1155
 DM1155.The modeled gravity was interpolated from observed gravity values.
 DM1155
 DM1155;                    North         East    Units  Estimated Accuracy
 DM1155;SPC AR S     -   492,120.      210,880.      MT  (+/- 180 meters Scaled)
 DM1155
 DM1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT038050(NAD 83)
 DM1155
 DM1155                          SUPERSEDED SURVEY CONTROL
 DM1155
 DM1155.No superseded survey control is available for this station.
 DM1155
 DM1155_MARKER: I = METAL ROD
 DM1155_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM1155_STAMPING: D 1497 1985
 DM1155_MARK LOGO: NGS
 DM1155_PROJECTION: FLUSH
 DM1155_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1155_ROD/PIPE-DEPTH: 3.6 meters
 DM1155
 DM1155  HISTORY     - Date     Condition        Report By
 DM1155  HISTORY     - 1985     MONUMENTED       NGS
 DM1155  HISTORY     - 19971025 GOOD             USPSQD
 DM1155
 DM1155                          STATION DESCRIPTION
 DM1155
 DM1155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 DM1155'5.9 KM (3.65 MI) NORTH FROM TEXARKANA.
 DM1155'5.9 KM (3.65 MI) NORTHERLY ALONG U.S. HIGHWAY 71 FROM ITS WEST
 DM1155'JUNCTION WITH U.S. HIGHWAY 82 IN TEXARKANA, 12.7 M (41.7 FT) WEST OF
 DM1155'THE CENTERLINE OF THE SOUTH BOUND LANES OF THE HIGHWAY, 9.2 M (30.2
 DM1155'FT) NORTH OF THE CENTER OF A PAVED DRIVEWAY LEADING WEST TO THE
 DM1155'TEXARKANA HUMAN DEVELOPMENT CENTER, AND 3.5 M (11.5 FT) NORTHWEST OF
 DM1155'UTILITY POLE NUMBER 53441.  NOTE--ACCESS TO DATUM POINT IS HAD
 DM1155'THROUGH A 5-INCH LOGO CAP.
 DM1155'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 DM1155'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 DM1155
 DM1155                          STATION RECOVERY (1997)
 DM1155
 DM1155'RECOVERY NOTE BY US POWER SQUADRON 1997
 DM1155'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH0866 ***********************************************************************
 EH0866  DESIGNATION -  D 15
 EH0866  PID         -  EH0866
 EH0866  STATE/COUNTY-  AR/LEE
 EH0866  COUNTRY     -  US
 EH0866  USGS QUAD   -  RONDO (2017)
 EH0866
 EH0866                         *CURRENT SURVEY CONTROL
 EH0866  ______________________________________________________________________
 EH0866* NAD 83(1986) POSITION- 34 41 12.     (N) 090 51 35.     (W)   SCALED
 EH0866* NAVD 88 ORTHO HEIGHT -    61.576 (meters)      202.02  (feet) ADJUSTED
 EH0866  ______________________________________________________________________
 EH0866  GEOID HEIGHT    -        -26.824 (meters)                     GEOID18
 EH0866  DYNAMIC HEIGHT  -         61.519 (meters)      201.83  (feet) COMP
 EH0866  MODELED GRAVITY -    979,697.9   (mgal)                       NAVD 88
 EH0866
 EH0866  VERT ORDER      -  FIRST     CLASS II
 EH0866
 EH0866.The horizontal coordinates were scaled from a map and have
 EH0866.an estimated accuracy of +/- 6 seconds.
 EH0866
 EH0866.The orthometric height was determined by differential leveling and
 EH0866.adjusted by the NATIONAL GEODETIC SURVEY
 EH0866.in June 1991.
 EH0866
 EH0866.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0866.GEOID18 height accuracy estimate available here.
 EH0866
 EH0866.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU960403(NAD 83)
 EH0866
 EH0866                          SUPERSEDED SURVEY CONTROL
 EH0866
 EH0866  NGVD 29 (11/26/84)   61.593  (m)          202.08   (f) ADJUSTED    1 2
 EH0866
 EH0866.Superseded values are not recommended for survey control.
 EH0866
 EH0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0866.See file dsdata.pdf to determine how the superseded data were derived.
 EH0866
 EH0866_MARKER: DB = BENCH MARK DISK
 EH0866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0866_STAMPING: 201.985 D 15 1932
 EH0866_MARK LOGO: CGS
 EH0866_PROJECTION: PROJECTING 10 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0642 ***********************************************************************
 FG0642  DESIGNATION -  D 150
 FG0642  PID         -  FG0642
 FG0642  STATE/COUNTY-  AR/VAN BUREN
 FG0642  COUNTRY     -  US
 FG0642  USGS QUAD   -  BOTKINBURG (2017)
 FG0642
 FG0642                         *CURRENT SURVEY CONTROL
 FG0642  ______________________________________________________________________
 FG0642* NAD 83(1986) POSITION- 35 44 39.     (N) 092 36 20.     (W)   SCALED
 FG0642* NAVD 88 ORTHO HEIGHT -   416.858 (meters)     1367.64  (feet) ADJUSTED
 FG0642  ______________________________________________________________________
 FG0642  GEOID HEIGHT    -        -27.919 (meters)                     GEOID18
 FG0642  DYNAMIC HEIGHT  -        416.463 (meters)     1366.35  (feet) COMP
 FG0642  MODELED GRAVITY -    979,674.8   (mgal)                       NAVD 88
 FG0642
 FG0642  VERT ORDER      -  SECOND    CLASS 0
 FG0642
 FG0642.The horizontal coordinates were scaled from a map and have
 FG0642.an estimated accuracy of +/- 6 seconds.
 FG0642
 FG0642.The orthometric height was determined by differential leveling and
 FG0642.adjusted by the NATIONAL GEODETIC SURVEY
 FG0642.in June 1991.
 FG0642
 FG0642.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0642.GEOID18 height accuracy estimate available here.
 FG0642
 FG0642.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV356556(NAD 83)
 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
 FG0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0642.See file dsdata.pdf to determine how the superseded data were derived.
 FG0642
 FG0642_MARKER: DB = BENCH MARK DISK
 FG0642_SETTING: 66 = SET IN ROCK OUTCROP
 FG0642_STAMPING: D 150 1935
 FG0642_MARK LOGO: CGS
 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  CGS
 FG0642
 FG0642                          STATION DESCRIPTION
 FG0642
 FG0642'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1220 ***********************************************************************
 EJ1220  DESIGNATION -  D 151
 EJ1220  PID         -  EJ1220
 EJ1220  STATE/COUNTY-  AR/CLARK
 EJ1220  COUNTRY     -  US
 EJ1220  USGS QUAD   -  OKOLONA NORTH (2017)
 EJ1220
 EJ1220                         *CURRENT SURVEY CONTROL
 EJ1220  ______________________________________________________________________
 EJ1220* NAD 83(1986) POSITION- 34 00 52.94   (N) 093 18 29.92   (W)   HD_HELD1
 EJ1220* NAVD 88 ORTHO HEIGHT -   105.843 (meters)      347.25  (feet) ADJUSTED
 EJ1220  ______________________________________________________________________
 EJ1220  GEOID HEIGHT    -        -26.957 (meters)                     GEOID18
 EJ1220  DYNAMIC HEIGHT  -        105.736 (meters)      346.90  (feet) COMP
 EJ1220  MODELED GRAVITY -    979,620.7   (mgal)                       NAVD 88
 EJ1220
 EJ1220  VERT ORDER      -  SECOND    CLASS 0
 EJ1220
 EJ1220.The horizontal coordinates were determined by differentially corrected
 EJ1220.hand held GPS observations or other comparable positioning techniques
 EJ1220.and have an estimated accuracy of +/- 3 meters.
 EJ1220
 EJ1220.The orthometric height was determined by differential leveling and
 EJ1220.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1220.in June 1991.
 EJ1220
 EJ1220.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1220.GEOID18 height accuracy estimate available here.
 EJ1220
 EJ1220.Click photographs - Photos may exist for this station.
 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     -   550,286.0     279,165.9     MT  (+/- 3 meters HH1 GPS) 
 EJ1220
 EJ1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT7153263829(NAD 83)
 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
 EJ1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1220.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1220
 EJ1220_MARKER: DB = BENCH MARK DISK
 EJ1220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1220_STAMPING: D 151 1935
 EJ1220_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0745 ***********************************************************************
 EJ0745  DESIGNATION -  D 152 RESET
 EJ0745  PID         -  EJ0745
 EJ0745  STATE/COUNTY-  AR/HOT SPRING
 EJ0745  COUNTRY     -  US
 EJ0745  USGS QUAD   -  DONALDSON (2017)
 EJ0745
 EJ0745                         *CURRENT SURVEY CONTROL
 EJ0745  ______________________________________________________________________
 EJ0745* NAD 83(1986) POSITION- 34 14 16.7    (N) 092 57 34.8    (W)   HD_HELD2
 EJ0745* NAVD 88 ORTHO HEIGHT -    72.25  (meters)      237.0   (feet) RESET
 EJ0745  ______________________________________________________________________
 EJ0745  GEOID HEIGHT    -        -26.702 (meters)                     GEOID18
 EJ0745  VERT ORDER      -  THIRD
 EJ0745
 EJ0745.The horizontal coordinates were established by autonomous hand held GPS
 EJ0745.observations and have an estimated accuracy of +/- 10 meters.
 EJ0745
 EJ0745.The orthometric height was computed from unverified reset data.
 EJ0745
 EJ0745.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0745.GEOID18 height accuracy estimate available here.
 EJ0745
 EJ0745.Click photographs - Photos may exist for this station.
 EJ0745
 EJ0745;                    North         East    Units  Estimated Accuracy
 EJ0745;SPC AR S     -   574,692.      311,597.      MT  (+/- 10 meters HH2 GPS)
 EJ0745
 EJ0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT0371488543(NAD 83)
 EJ0745
 EJ0745                          SUPERSEDED SURVEY CONTROL
 EJ0745
 EJ0745.No superseded survey control is available for this station.
 EJ0745
 EJ0745_MARKER: DB = BENCH MARK DISK
 EJ0745_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EJ0745_SP_SET: CONCRETE FOOTING
 EJ0745_STAMPING: D 152 RESET 1957
 EJ0745_MARK LOGO: CGS
 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 DEPARTMENT OF TRANSPORTATION 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 = MARCH 20, 2026 22:17:28 EDT
 GF0562 ***********************************************************************
 GF0562  DESIGNATION -  D 157
 GF0562  PID         -  GF0562
 GF0562  STATE/COUNTY-  AR/CARROLL
 GF0562  COUNTRY     -  US
 GF0562  USGS QUAD   -  EUREKA SPRINGS (2017)
 GF0562
 GF0562                         *CURRENT SURVEY CONTROL
 GF0562  ______________________________________________________________________
 GF0562* NAD 83(1986) POSITION- 36 23 39.     (N) 093 38 00.     (W)   SCALED
 GF0562* NAVD 88 ORTHO HEIGHT -   317.732 (meters)     1042.43  (feet) ADJUSTED
 GF0562  ______________________________________________________________________
 GF0562  GEOID HEIGHT    -        -28.287 (meters)                     GEOID18
 GF0562  DYNAMIC HEIGHT  -        317.454 (meters)     1041.51  (feet) COMP
 GF0562  MODELED GRAVITY -    979,746.6   (mgal)                       NAVD 88
 GF0562
 GF0562  VERT ORDER      -  SECOND    CLASS 0
 GF0562
 GF0562.The horizontal coordinates were scaled from a map and have
 GF0562.an estimated accuracy of +/- 6 seconds.
 GF0562
 GF0562.The orthometric height was determined by differential leveling and
 GF0562.adjusted by the NATIONAL GEODETIC SURVEY
 GF0562.in June 1991.
 GF0562
 GF0562.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0562.GEOID18 height accuracy estimate available here.
 GF0562
 GF0562.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA432278(NAD 83)
 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
 GF0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0562.See file dsdata.pdf to determine how the superseded data were derived.
 GF0562
 GF0562_MARKER: DB = BENCH MARK DISK
 GF0562_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GF0562_SP_SET: BRIDGE
 GF0562_STAMPING: D 157 1935
 GF0562_MARK LOGO: CGS
 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  HISTORY     - 20140408 MARK NOT FOUND   ARHD
 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.
 GF0562
 GF0562                          STATION RECOVERY (2014)
 GF0562
 GF0562'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (JDH)
 GF0562'THE BRIDGE THAT IT WAS IN HAS BEEN DESTROYED BACK IN 2000 AS OF THE
 GF0562'HIGHWAY DEPARTMENT.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0430 ***********************************************************************
 GF0430  DESIGNATION -  D 158
 GF0430  PID         -  GF0430
 GF0430  STATE/COUNTY-  AR/CARROLL
 GF0430  COUNTRY     -  US
 GF0430  USGS QUAD   -  OSAGE (2017)
 GF0430
 GF0430                         *CURRENT SURVEY CONTROL
 GF0430  ______________________________________________________________________
 GF0430* NAD 83(1986) POSITION- 36 11 19.     (N) 093 27 22.     (W)   SCALED
 GF0430* NAVD 88 ORTHO HEIGHT -   504.678 (meters)     1655.76  (feet) ADJUSTED
 GF0430  ______________________________________________________________________
 GF0430  GEOID HEIGHT    -        -28.038 (meters)                     GEOID18
 GF0430  DYNAMIC HEIGHT  -        504.215 (meters)     1654.25  (feet) COMP
 GF0430  MODELED GRAVITY -    979,698.0   (mgal)                       NAVD 88
 GF0430
 GF0430  VERT ORDER      -  SECOND    CLASS 0
 GF0430
 GF0430.The horizontal coordinates were scaled from a map and have
 GF0430.an estimated accuracy of +/- 6 seconds.
 GF0430
 GF0430.The orthometric height was determined by differential leveling and
 GF0430.adjusted by the NATIONAL GEODETIC SURVEY
 GF0430.in June 1991.
 GF0430
 GF0430.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0430.GEOID18 height accuracy estimate available here.
 GF0430
 GF0430.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA589049(NAD 83)
 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
 GF0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0430.See file dsdata.pdf to determine how the superseded data were derived.
 GF0430
 GF0430_MARKER: DB = BENCH MARK DISK
 GF0430_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GF0430_STAMPING: D 158 1935
 GF0430_MARK LOGO: CGS
 GF0430_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0430
 GF0430  HISTORY     - Date     Condition        Report By
 GF0430  HISTORY     - 1935     MONUMENTED       CGS
 GF0430  HISTORY     - 1940     GOOD             CGS
 GF0430  HISTORY     - 1965     MARK NOT FOUND   USGS
 GF0430  HISTORY     - 20140408 MARK NOT FOUND   ARHD
 GF0430
 GF0430                          STATION DESCRIPTION
 GF0430
 GF0430'DESCRIBED BY COAST AND 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.
 GF0430
 GF0430                          STATION RECOVERY (2014)
 GF0430
 GF0430'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (JDH)
 GF0430'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1042 ***********************************************************************
 EJ1042  DESIGNATION -  D 159
 EJ1042  PID         -  EJ1042
 EJ1042  STATE/COUNTY-  AR/GARLAND
 EJ1042  COUNTRY     -  US
 EJ1042  USGS QUAD   -  CRYSTAL SPRINGS (2017)
 EJ1042
 EJ1042                         *CURRENT SURVEY CONTROL
 EJ1042  ______________________________________________________________________
 EJ1042* NAD 83(1986) POSITION- 34 31 18.     (N) 093 20 09.     (W)   SCALED
 EJ1042* NAVD 88 ORTHO HEIGHT -   198.962 (meters)      652.76  (feet) ADJUSTED
 EJ1042  ______________________________________________________________________
 EJ1042  GEOID HEIGHT    -        -27.863 (meters)                     GEOID18
 EJ1042  DYNAMIC HEIGHT  -        198.762 (meters)      652.11  (feet) COMP
 EJ1042  MODELED GRAVITY -    979,629.0   (mgal)                       NAVD 88
 EJ1042
 EJ1042  VERT ORDER      -  SECOND    CLASS 0
 EJ1042
 EJ1042.The horizontal coordinates were scaled from a map and have
 EJ1042.an estimated accuracy of +/- 6 seconds.
 EJ1042
 EJ1042.The orthometric height was determined by differential leveling and
 EJ1042.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1042.in June 1991.
 EJ1042
 EJ1042.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1042.GEOID18 height accuracy estimate available here.
 EJ1042
 EJ1042.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU691200(NAD 83)
 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
 EJ1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1042.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1042
 EJ1042_MARKER: DB = BENCH MARK DISK
 EJ1042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1042_STAMPING: D 159 1935
 EJ1042_MARK LOGO: CGS
 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   CGS
 EJ1042  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ1042
 EJ1042                          STATION DESCRIPTION
 EJ1042
 EJ1042'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FF1192 ***********************************************************************
 FF1192  DESIGNATION -  D 16
 FF1192  PID         -  FF1192
 FF1192  STATE/COUNTY-  AR/CROSS
 FF1192  COUNTRY     -  US
 FF1192  USGS QUAD   -  TILTON (2017)
 FF1192
 FF1192                         *CURRENT SURVEY CONTROL
 FF1192  ______________________________________________________________________
 FF1192* NAD 83(1986) POSITION- 35 21 42.     (N) 091 00 18.     (W)   SCALED
 FF1192* NAVD 88 ORTHO HEIGHT -    68.631 (meters)      225.17  (feet) ADJUSTED
 FF1192  ______________________________________________________________________
 FF1192  GEOID HEIGHT    -        -27.358 (meters)                     GEOID18
 FF1192  DYNAMIC HEIGHT  -         68.570 (meters)      224.97  (feet) COMP
 FF1192  MODELED GRAVITY -    979,746.6   (mgal)                       NAVD 88
 FF1192
 FF1192  VERT ORDER      -  FIRST     CLASS II
 FF1192
 FF1192.The horizontal coordinates were scaled from a map and have
 FF1192.an estimated accuracy of +/- 6 seconds.
 FF1192
 FF1192.The orthometric height was determined by differential leveling and
 FF1192.adjusted by the NATIONAL GEODETIC SURVEY
 FF1192.in June 1991.
 FF1192
 FF1192.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1192.GEOID18 height accuracy estimate available here.
 FF1192
 FF1192.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV812149(NAD 83)
 FF1192
 FF1192                          SUPERSEDED SURVEY CONTROL
 FF1192
 FF1192  NGVD 29 (11/26/84)   68.587  (m)          225.02   (f) ADJUSTED    1 2
 FF1192
 FF1192.Superseded values are not recommended for survey control.
 FF1192
 FF1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1192.See file dsdata.pdf to determine how the superseded data were derived.
 FF1192
 FF1192_MARKER: DB = BENCH MARK DISK
 FF1192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1192_STAMPING: 224.963 D 16 1932
 FF1192_MARK LOGO: CGS
 FF1192_PROJECTION: PROJECTING 8 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0836 ***********************************************************************
 EJ0836  DESIGNATION -  D 161
 EJ0836  PID         -  EJ0836
 EJ0836  STATE/COUNTY-  AR/SALINE
 EJ0836  COUNTRY     -  US
 EJ0836  USGS QUAD   -  PARON SW (2017)
 EJ0836
 EJ0836                         *CURRENT SURVEY CONTROL
 EJ0836  ______________________________________________________________________
 EJ0836* NAD 83(1986) POSITION- 34 50 44.     (N) 092 53 45.     (W)   SCALED
 EJ0836* NAVD 88 ORTHO HEIGHT -   371.066 (meters)     1217.41  (feet) ADJUSTED
 EJ0836  ______________________________________________________________________
 EJ0836  GEOID HEIGHT    -        -27.875 (meters)                     GEOID18
 EJ0836  DYNAMIC HEIGHT  -        370.698 (meters)     1216.20  (feet) COMP
 EJ0836  MODELED GRAVITY -    979,633.3   (mgal)                       NAVD 88
 EJ0836
 EJ0836  VERT ORDER      -  SECOND    CLASS 0
 EJ0836
 EJ0836.The horizontal coordinates were scaled from a map and have
 EJ0836.an estimated accuracy of +/- 6 seconds.
 EJ0836
 EJ0836.The orthometric height was determined by differential leveling and
 EJ0836.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0836.in June 1991.
 EJ0836
 EJ0836.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0836.GEOID18 height accuracy estimate available here.
 EJ0836
 EJ0836.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU095559(NAD 83)
 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
 EJ0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0836.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0836
 EJ0836_MARKER: DB = BENCH MARK DISK
 EJ0836_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0836_STAMPING: D 161 1935
 EJ0836_MARK LOGO: CGS
 EJ0836_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0836
 EJ0836  HISTORY     - Date     Condition        Report By
 EJ0836  HISTORY     - 1935     MONUMENTED       CGS
 EJ0836  HISTORY     - 20240302 SEE DESCRIPTION  INDIV
 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.
 EJ0836
 EJ0836                          STATION RECOVERY (2024)
 EJ0836
 EJ0836'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2024 (KPW)
 EJ0836'FOUND AS DESCRIBED.  NOTE: MONUMENT APPEARS TO BE TILTED APPROXIMATELY
 EJ0836'10 DEGREES.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0807 ***********************************************************************
 EJ0807  DESIGNATION -  D 162
 EJ0807  PID         -  EJ0807
 EJ0807  STATE/COUNTY-  AR/SALINE
 EJ0807  COUNTRY     -  US
 EJ0807  USGS QUAD   -  GOOSEPOND MOUNTAIN (2017)
 EJ0807
 EJ0807                         *CURRENT SURVEY CONTROL
 EJ0807  ______________________________________________________________________
 EJ0807* NAD 83(1986) POSITION- 34 41 17.     (N) 092 53 28.     (W)   SCALED
 EJ0807* NAVD 88 ORTHO HEIGHT -   147.194 (meters)      482.92  (feet) ADJUSTED
 EJ0807  ______________________________________________________________________
 EJ0807  GEOID HEIGHT    -        -27.389 (meters)                     GEOID18
 EJ0807  DYNAMIC HEIGHT  -        147.051 (meters)      482.45  (feet) COMP
 EJ0807  MODELED GRAVITY -    979,664.0   (mgal)                       NAVD 88
 EJ0807
 EJ0807  VERT ORDER      -  SECOND    CLASS 0
 EJ0807
 EJ0807.The horizontal coordinates were scaled from a map and have
 EJ0807.an estimated accuracy of +/- 6 seconds.
 EJ0807
 EJ0807.The orthometric height was determined by differential leveling and
 EJ0807.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0807.in June 1991.
 EJ0807
 EJ0807.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0807.GEOID18 height accuracy estimate available here.
 EJ0807
 EJ0807.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU099384(NAD 83)
 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
 EJ0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0807.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0807
 EJ0807_MARKER: DB = BENCH MARK DISK
 EJ0807_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0807_STAMPING: D 162 1935
 EJ0807_MARK LOGO: CGS
 EJ0807_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0074 ***********************************************************************
 FG0074  DESIGNATION -  D 164
 FG0074  PID         -  FG0074
 FG0074  STATE/COUNTY-  AR/VAN BUREN
 FG0074  COUNTRY     -  US
 FG0074  USGS QUAD   -  OLD LEXINGTON (2017)
 FG0074
 FG0074                         *CURRENT SURVEY CONTROL
 FG0074  ______________________________________________________________________
 FG0074* NAD 83(1986) POSITION- 35 40 11.89   (N) 092 25 17.20   (W)   HD_HELD1
 FG0074* NAVD 88 ORTHO HEIGHT -   390.253 (meters)     1280.36  (feet) ADJUSTED
 FG0074  ______________________________________________________________________
 FG0074  GEOID HEIGHT    -        -27.815 (meters)                     GEOID18
 FG0074  DYNAMIC HEIGHT  -        389.891 (meters)     1279.17  (feet) COMP
 FG0074  MODELED GRAVITY -    979,693.8   (mgal)                       NAVD 88
 FG0074
 FG0074  VERT ORDER      -  SECOND    CLASS 0
 FG0074
 FG0074.The horizontal coordinates were determined by differentially corrected
 FG0074.hand held GPS observations or other comparable positioning techniques
 FG0074.and have an estimated accuracy of +/- 3 meters.
 FG0074
 FG0074.The orthometric height was determined by differential leveling and
 FG0074.adjusted by the NATIONAL GEODETIC SURVEY
 FG0074.in June 1991.
 FG0074
 FG0074.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0074.GEOID18 height accuracy estimate available here.
 FG0074
 FG0074.Click photographs - Photos may exist for this station.
 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     -   148,370.3     361,845.8     MT  (+/- 3 meters HH1 GPS) 
 FG0074
 FG0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV5236047498(NAD 83)
 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
 FG0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0074.See file dsdata.pdf to determine how the superseded data were derived.
 FG0074
 FG0074_MARKER: DB = BENCH MARK DISK
 FG0074_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0074_STAMPING: D 164 1935
 FG0074_MARK LOGO: CGS
 FG0074_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2101 ***********************************************************************
 EH2101  DESIGNATION -  D 165
 EH2101  PID         -  EH2101
 EH2101  STATE/COUNTY-  AR/LONOKE
 EH2101  COUNTRY     -  US
 EH2101  USGS QUAD   -  LONOKE (2017)
 EH2101
 EH2101                         *CURRENT SURVEY CONTROL
 EH2101  ______________________________________________________________________
 EH2101* NAD 83(1986) POSITION- 34 46 40.     (N) 091 54 52.     (W)   SCALED
 EH2101* NAVD 88 ORTHO HEIGHT -    71.800 (meters)      235.56  (feet) ADJUSTED
 EH2101  ______________________________________________________________________
 EH2101  GEOID HEIGHT    -        -26.776 (meters)                     GEOID18
 EH2101  DYNAMIC HEIGHT  -         71.733 (meters)      235.34  (feet) COMP
 EH2101  MODELED GRAVITY -    979,704.1   (mgal)                       NAVD 88
 EH2101
 EH2101  VERT ORDER      -  FIRST     CLASS II
 EH2101
 EH2101.The horizontal coordinates were scaled from a map and have
 EH2101.an estimated accuracy of +/- 6 seconds.
 EH2101
 EH2101.The orthometric height was determined by differential leveling and
 EH2101.adjusted by the NATIONAL GEODETIC SURVEY
 EH2101.in June 1991.
 EH2101
 EH2101.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2101.GEOID18 height accuracy estimate available here.
 EH2101
 EH2101.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU993489(NAD 83)
 EH2101
 EH2101                          SUPERSEDED SURVEY CONTROL
 EH2101
 EH2101  NGVD 29 (11/26/84)   71.815  (m)          235.61   (f) ADJUSTED    1 2
 EH2101
 EH2101.Superseded values are not recommended for survey control.
 EH2101
 EH2101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2101.See file dsdata.pdf to determine how the superseded data were derived.
 EH2101
 EH2101_MARKER: DB = BENCH MARK DISK
 EH2101_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EH2101_SP_SET: CULVERT HEADWALL
 EH2101_STAMPING: D 165 1955
 EH2101_MARK LOGO: CGS
 EH2101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2101+STABILITY: SURFACE MOTION
 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  HISTORY     - 20140423 MARK NOT FOUND   ARHD
 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.
 EH2101
 EH2101                          STATION RECOVERY (2014)
 EH2101
 EH2101'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014
 EH2101'NEW SCHOOL IN THE AREA.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GE0636 ***********************************************************************
 GE0636  DESIGNATION -  D 166
 GE0636  PID         -  GE0636
 GE0636  STATE/COUNTY-  AR/SHARP
 GE0636  COUNTRY     -  US
 GE0636  USGS QUAD   -  EVENING SHADE (2017)
 GE0636
 GE0636                         *CURRENT SURVEY CONTROL
 GE0636  ______________________________________________________________________
 GE0636* NAD 83(1986) POSITION- 36 05 59.27   (N) 091 36 29.46   (W)   HD_HELD1
 GE0636* NAVD 88 ORTHO HEIGHT -   136.035 (meters)      446.31  (feet) ADJUSTED
 GE0636  ______________________________________________________________________
 GE0636  GEOID HEIGHT    -        -28.073 (meters)                     GEOID18
 GE0636  DYNAMIC HEIGHT  -        135.919 (meters)      445.93  (feet) COMP
 GE0636  MODELED GRAVITY -    979,779.0   (mgal)                       NAVD 88
 GE0636
 GE0636  VERT ORDER      -  SECOND    CLASS 0
 GE0636
 GE0636.The horizontal coordinates were determined by differentially corrected
 GE0636.hand held GPS observations or other comparable positioning techniques
 GE0636.and have an estimated accuracy of +/- 3 meters.
 GE0636
 GE0636.The orthometric height was determined by differential leveling and
 GE0636.adjusted by the NATIONAL GEODETIC SURVEY
 GE0636.in June 1991.
 GE0636
 GE0636.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0636.GEOID18 height accuracy estimate available here.
 GE0636
 GE0636.Click photographs - Photos may exist for this station.
 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     -   196,048.9     435,282.1     MT  (+/- 3 meters HH1 GPS) 
 GE0636
 GE0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV2528695914(NAD 83)
 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
 GE0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0636.See file dsdata.pdf to determine how the superseded data were derived.
 GE0636
 GE0636_MARKER: DB = BENCH MARK DISK
 GE0636_SETTING: 66 = SET IN ROCK OUTCROP
 GE0636_STAMPING: D 166 1955
 GE0636_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0598 ***********************************************************************
 GE0598  DESIGNATION -  D 167
 GE0598  PID         -  GE0598
 GE0598  STATE/COUNTY-  AR/SHARP
 GE0598  COUNTRY     -  US
 GE0598  USGS QUAD   -  ASH FLAT (2017)
 GE0598
 GE0598                         *CURRENT SURVEY CONTROL
 GE0598  ______________________________________________________________________
 GE0598* NAD 83(1986) POSITION- 36 14 51.11   (N) 091 36 55.07   (W)   HD_HELD1
 GE0598* NAVD 88 ORTHO HEIGHT -   205.125 (meters)      672.98  (feet) ADJUSTED
 GE0598  ______________________________________________________________________
 GE0598  GEOID HEIGHT    -        -28.218 (meters)                     GEOID18
 GE0598  DYNAMIC HEIGHT  -        204.953 (meters)      672.42  (feet) COMP
 GE0598  MODELED GRAVITY -    979,785.0   (mgal)                       NAVD 88
 GE0598
 GE0598  VERT ORDER      -  SECOND    CLASS I
 GE0598
 GE0598.The horizontal coordinates were determined by differentially corrected
 GE0598.hand held GPS observations or other comparable positioning techniques
 GE0598.and have an estimated accuracy of +/- 3 meters.
 GE0598
 GE0598.The orthometric height was determined by differential leveling and
 GE0598.adjusted by the NATIONAL GEODETIC SURVEY
 GE0598.in June 1991.
 GE0598
 GE0598.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0598.GEOID18 height accuracy estimate available here.
 GE0598
 GE0598.Click photographs - Photos may exist for this station.
 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     -   212,438.9     434,577.5     MT  (+/- 3 meters HH1 GPS) 
 GE0598
 GE0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA2441212292(NAD 83)
 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
 GE0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0598.See file dsdata.pdf to determine how the superseded data were derived.
 GE0598
 GE0598_MARKER: DB = BENCH MARK DISK
 GE0598_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GE0598_SP_SET: CULVERT HEADWALL
 GE0598_STAMPING: D 167 1955
 GE0598_MARK LOGO: CGS
 GE0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0598+STABILITY: SURFACE MOTION
 GE0598
 GE0598  HISTORY     - Date     Condition        Report By
 GE0598  HISTORY     - 1955     MONUMENTED       CGS
 GE0598  HISTORY     - 20031216 GOOD             ARHD
 GE0598  HISTORY     - 20210831 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 DEPARTMENT OF TRANSPORTATION 2003 (DFC)
 GE0598'RECOVERED IN GOOD CONDITION.
 GE0598
 GE0598                          STATION RECOVERY (2021)
 GE0598
 GE0598'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2021 (JDH)
 GE0598'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1177 ***********************************************************************
 EH1177  DESIGNATION -  D 168
 EH1177  PID         -  EH1177
 EH1177  STATE/COUNTY-  AR/ARKANSAS
 EH1177  COUNTRY     -  US
 EH1177  USGS QUAD   -  ULM (2017)
 EH1177
 EH1177                         *CURRENT SURVEY CONTROL
 EH1177  ______________________________________________________________________
 EH1177* NAD 83(1986) POSITION- 34 33 15.9    (N) 091 29 11.0    (W)   HD_HELD2
 EH1177* NAVD 88 ORTHO HEIGHT -    65.475 (meters)      214.81  (feet) ADJUSTED
 EH1177  ______________________________________________________________________
 EH1177  GEOID HEIGHT    -        -26.681 (meters)                     GEOID18
 EH1177  DYNAMIC HEIGHT  -         65.412 (meters)      214.61  (feet) COMP
 EH1177  MODELED GRAVITY -    979,680.7   (mgal)                       NAVD 88
 EH1177
 EH1177  VERT ORDER      -  FIRST     CLASS II
 EH1177
 EH1177.The horizontal coordinates were established by autonomous hand held GPS
 EH1177.observations and have an estimated accuracy of +/- 10 meters.
 EH1177
 EH1177.The orthometric height was determined by differential leveling and
 EH1177.adjusted by the NATIONAL GEODETIC SURVEY
 EH1177.in June 1991.
 EH1177
 EH1177.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1177.GEOID18 height accuracy estimate available here.
 EH1177
 EH1177.Click photographs - Photos may exist for this station.
 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     -   609,497.      447,137.      MT  (+/- 10 meters HH2 GPS)
 EH1177
 EH1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU3886924671(NAD 83)
 EH1177
 EH1177                          SUPERSEDED SURVEY CONTROL
 EH1177
 EH1177  NGVD 29 (11/26/84)   65.500  (m)          214.89   (f) ADJUSTED    1 2
 EH1177
 EH1177.Superseded values are not recommended for survey control.
 EH1177
 EH1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1177.See file dsdata.pdf to determine how the superseded data were derived.
 EH1177
 EH1177_MARKER: DB = BENCH MARK DISK
 EH1177_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EH1177_SP_SET: CULVERT
 EH1177_STAMPING: D 168 1955
 EH1177_MARK LOGO: CGS
 EH1177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1177+STABILITY: SURFACE MOTION
 EH1177_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH1177+SATELLITE: SATELLITE OBSERVATIONS - December 21, 2017
 EH1177
 EH1177  HISTORY     - Date     Condition        Report By
 EH1177  HISTORY     - 1955     MONUMENTED       CGS
 EH1177  HISTORY     - 20030422 GOOD             USACE
 EH1177  HISTORY     - 20171221 GOOD             ARHD
 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.
 EH1177
 EH1177                          STATION RECOVERY (2017)
 EH1177
 EH1177'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2017 (JDH)
 EH1177'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1147 ***********************************************************************
 EH1147  DESIGNATION -  D 169
 EH1147  PID         -  EH1147
 EH1147  STATE/COUNTY-  AR/MONROE
 EH1147  COUNTRY     -  US
 EH1147  USGS QUAD   -  BRINKLEY (2017)
 EH1147
 EH1147                         *CURRENT SURVEY CONTROL
 EH1147  ______________________________________________________________________
 EH1147* NAD 83(1986) POSITION- 34 53 11.2    (N) 091 10 40.3    (W)   HD_HELD2
 EH1147* NAVD 88 ORTHO HEIGHT -    57.878 (meters)      189.89  (feet) ADJUSTED
 EH1147  ______________________________________________________________________
 EH1147  GEOID HEIGHT    -        -26.865 (meters)                     GEOID18
 EH1147  DYNAMIC HEIGHT  -         57.825 (meters)      189.71  (feet) COMP
 EH1147  MODELED GRAVITY -    979,717.4   (mgal)                       NAVD 88
 EH1147
 EH1147  VERT ORDER      -  FIRST     CLASS II
 EH1147
 EH1147.The horizontal coordinates were established by autonomous hand held GPS
 EH1147.observations and have an estimated accuracy of +/- 10 meters.
 EH1147
 EH1147.The orthometric height was determined by differential leveling and
 EH1147.adjusted by the NATIONAL GEODETIC SURVEY
 EH1147.in June 1991.
 EH1147
 EH1147.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1147.GEOID18 height accuracy estimate available here.
 EH1147
 EH1147.Click photographs - Photos may exist for this station.
 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     -   646,514.      475,156.      MT  (+/- 10 meters HH2 GPS)
 EH1147
 EH1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU6651261964(NAD 83)
 EH1147
 EH1147                          SUPERSEDED SURVEY CONTROL
 EH1147
 EH1147  NGVD 29 (11/26/84)   57.879  (m)          189.89   (f) ADJUSTED    1 2
 EH1147
 EH1147.Superseded values are not recommended for survey control.
 EH1147
 EH1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1147.See file dsdata.pdf to determine how the superseded data were derived.
 EH1147
 EH1147_MARKER: DB = BENCH MARK DISK
 EH1147_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH1147_SP_SET: FOUNDATION
 EH1147_STAMPING: D 169 1955
 EH1147_MARK LOGO: CGS
 EH1147_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH1147_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1147+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2011
 EH1147
 EH1147  HISTORY     - Date     Condition        Report By
 EH1147  HISTORY     - 1955     MONUMENTED       CGS
 EH1147  HISTORY     - 20030422 GOOD             USACE
 EH1147  HISTORY     - 20070905 GOOD             USACE
 EH1147  HISTORY     - 20110420 GOOD             ARHD
 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.
 EH1147
 EH1147                          STATION RECOVERY (2007)
 EH1147
 EH1147'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2007 (POP)
 EH1147'RECOVERED IN GOOD CONDITION.
 EH1147
 EH1147                          STATION RECOVERY (2011)
 EH1147
 EH1147'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (NVL)
 EH1147'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1225 ***********************************************************************
 EH1225  DESIGNATION -  D 170
 EH1225  PID         -  EH1225
 EH1225  STATE/COUNTY-  AR/MONROE
 EH1225  COUNTRY     -  US
 EH1225  USGS QUAD   -  DE VALLS BLUFF SE (2017)
 EH1225
 EH1225                         *CURRENT SURVEY CONTROL
 EH1225  ______________________________________________________________________
 EH1225* NAD 83(1986) POSITION- 34 46 51.     (N) 091 15 01.     (W)   SCALED
 EH1225* NAVD 88 ORTHO HEIGHT -    55.908 (meters)      183.42  (feet) ADJUSTED
 EH1225  ______________________________________________________________________
 EH1225  GEOID HEIGHT    -        -26.835 (meters)                     GEOID18
 EH1225  DYNAMIC HEIGHT  -         55.856 (meters)      183.25  (feet) COMP
 EH1225  MODELED GRAVITY -    979,704.9   (mgal)                       NAVD 88
 EH1225
 EH1225  VERT ORDER      -  FIRST     CLASS II
 EH1225
 EH1225.The horizontal coordinates were scaled from a map and have
 EH1225.an estimated accuracy of +/- 6 seconds.
 EH1225
 EH1225.The orthometric height was determined by differential leveling and
 EH1225.adjusted by the NATIONAL GEODETIC SURVEY
 EH1225.in June 1991.
 EH1225
 EH1225.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1225.GEOID18 height accuracy estimate available here.
 EH1225
 EH1225.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU600501(NAD 83)
 EH1225
 EH1225                          SUPERSEDED SURVEY CONTROL
 EH1225
 EH1225  NGVD 29 (11/26/84)   55.924  (m)          183.48   (f) ADJUSTED    1 2
 EH1225
 EH1225.Superseded values are not recommended for survey control.
 EH1225
 EH1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1225.See file dsdata.pdf to determine how the superseded data were derived.
 EH1225
 EH1225_MARKER: DB = BENCH MARK DISK
 EH1225_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EH1225_SP_SET: CULVERT HEADWALL
 EH1225_STAMPING: D 170 1955
 EH1225_MARK LOGO: CGS
 EH1225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1225+STABILITY: SURFACE MOTION
 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'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 = MARCH 20, 2026 22:17:28 EDT
 EH1078 ***********************************************************************
 EH1078  DESIGNATION -  D 171
 EH1078  PID         -  EH1078
 EH1078  STATE/COUNTY-  AR/MONROE
 EH1078  COUNTRY     -  US
 EH1078  USGS QUAD   -  PINE CITY (2017)
 EH1078
 EH1078                         *CURRENT SURVEY CONTROL
 EH1078  ______________________________________________________________________
 EH1078* NAD 83(1986) POSITION- 34 34 48.     (N) 091 05 37.     (W)   SCALED
 EH1078* NAVD 88 ORTHO HEIGHT -    53.745 (meters)      176.33  (feet) ADJUSTED
 EH1078  ______________________________________________________________________
 EH1078  GEOID HEIGHT    -        -26.791 (meters)                     GEOID18
 EH1078  DYNAMIC HEIGHT  -         53.694 (meters)      176.16  (feet) COMP
 EH1078  MODELED GRAVITY -    979,684.6   (mgal)                       NAVD 88
 EH1078
 EH1078  VERT ORDER      -  FIRST     CLASS II
 EH1078
 EH1078.The horizontal coordinates were scaled from a map and have
 EH1078.an estimated accuracy of +/- 6 seconds.
 EH1078
 EH1078.The orthometric height was determined by differential leveling and
 EH1078.adjusted by the NATIONAL GEODETIC SURVEY
 EH1078.in June 1991.
 EH1078
 EH1078.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1078.GEOID18 height accuracy estimate available here.
 EH1078
 EH1078.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU748281(NAD 83)
 EH1078
 EH1078                          SUPERSEDED SURVEY CONTROL
 EH1078
 EH1078  NGVD 29 (11/26/84)   53.772  (m)          176.42   (f) ADJUSTED    1 2
 EH1078
 EH1078.Superseded values are not recommended for survey control.
 EH1078
 EH1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1078.See file dsdata.pdf to determine how the superseded data were derived.
 EH1078
 EH1078_MARKER: DB = BENCH MARK DISK
 EH1078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1078_STAMPING: D 171 1956
 EH1078_MARK LOGO: CGS
 EH1078_PROJECTION: PROJECTING 8 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH0870 ***********************************************************************
 EH0870  DESIGNATION -  D 172
 EH0870  PID         -  EH0870
 EH0870  STATE/COUNTY-  AR/LEE
 EH0870  COUNTRY     -  US
 EH0870  USGS QUAD   -  RONDO (2017)
 EH0870
 EH0870                         *CURRENT SURVEY CONTROL
 EH0870  ______________________________________________________________________
 EH0870* NAD 83(1986) POSITION- 34 39 28.     (N) 090 52 12.     (W)   SCALED
 EH0870* NAVD 88 ORTHO HEIGHT -    59.086 (meters)      193.85  (feet) ADJUSTED
 EH0870  ______________________________________________________________________
 EH0870  GEOID HEIGHT    -        -26.851 (meters)                     GEOID18
 EH0870  DYNAMIC HEIGHT  -         59.030 (meters)      193.67  (feet) COMP
 EH0870  MODELED GRAVITY -    979,692.7   (mgal)                       NAVD 88
 EH0870
 EH0870  VERT ORDER      -  FIRST     CLASS II
 EH0870
 EH0870.The horizontal coordinates were scaled from a map and have
 EH0870.an estimated accuracy of +/- 6 seconds.
 EH0870
 EH0870.The orthometric height was determined by differential leveling and
 EH0870.adjusted by the NATIONAL GEODETIC SURVEY
 EH0870.in June 1991.
 EH0870
 EH0870.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0870.GEOID18 height accuracy estimate available here.
 EH0870
 EH0870.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU951371(NAD 83)
 EH0870
 EH0870                          SUPERSEDED SURVEY CONTROL
 EH0870
 EH0870  NGVD 29 (11/26/84)   59.099  (m)          193.89   (f) ADJUSTED    1 2
 EH0870
 EH0870.Superseded values are not recommended for survey control.
 EH0870
 EH0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0870.See file dsdata.pdf to determine how the superseded data were derived.
 EH0870
 EH0870_MARKER: DB = BENCH MARK DISK
 EH0870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0870_STAMPING: D 172 1956
 EH0870_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 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  COUNTRY     -  US
 FF0645  USGS QUAD   -  ROUND POND (2017)
 FF0645
 FF0645                         *CURRENT SURVEY CONTROL
 FF0645  ______________________________________________________________________
 FF0645* NAD 83(2011) POSITION- 35 04 18.68379(N) 090 33 02.62557(W)   ADJUSTED
 FF0645* NAD 83(2011) ELLIP HT-    34.671 (meters)        (06/27/12)   ADJUSTED
 FF0645* NAD 83(2011) EPOCH   -  2010.00
 FF0645* NAVD 88 ORTHO HEIGHT -    61.81  (meters)      202.8   (feet) GPS OBS
 FF0645  ______________________________________________________________________
 FF0645  NAVD 88 orthometric height was determined with geoid model    GEOID03
 FF0645  GEOID HEIGHT    -        -27.088 (meters)                     GEOID03
 FF0645  GEOID HEIGHT    -        -27.041 (meters)                     GEOID18
 FF0645  NAD 83(2011) X  -    -50,230.581 (meters)                     COMP
 FF0645  NAD 83(2011) Y  - -5,225,637.240 (meters)                     COMP
 FF0645  NAD 83(2011) Z  -  3,644,414.128 (meters)                     COMP
 FF0645  LAPLACE CORR    -         -0.71  (seconds)                    DEFLEC18
 FF0645
 FF0645  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FF0645  Standards:
 FF0645         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FF0645            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FF0645  -------------------------------------------------------------------
 FF0645  NETWORK    1.15   2.08           0.50   0.43   1.06     -0.15998921
 FF0645  -------------------------------------------------------------------
 FF0645  Click here for local accuracies and other accuracy information.
 FF0645
 FF0645.The horizontal coordinates were established by GPS observations
 FF0645.and adjusted by the National Geodetic Survey in June 2012.
 FF0645
 FF0645.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FF0645.been affixed to the stable North American tectonic plate. See 
 FF0645.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FF0645
 FF0645.The horizontal coordinates are valid at the epoch date displayed above
 FF0645.which is a decimal equivalence of Year/Month/Day.
 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.
 FF0645
 FF0645.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0645.GEOID18 height accuracy estimate available here.
 FF0645
 FF0645.Click photographs - Photos may exist for this station.
 FF0645
 FF0645.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF0645
 FF0645.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF0645
 FF0645.The ellipsoidal height was determined by GPS observations
 FF0645.and is referenced to NAD 83.
 FF0645
 FF0645. The following values were computed from the NAD 83(2011) position.
 FF0645
 FF0645;                    North         East     Units Scale Factor Converg.
 FF0645;SPC AR N     -    82,905.887   532,177.514   MT  0.99997566   +0 50 36.0
 FF0645;SPC AR N     -   272,000.40  1,745,985.73   sFT  0.99997566   +0 50 36.0
 FF0645;UTM  15      - 3,883,755.528   723,327.737   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU2332783755(NAD 83)
 FF0645
 FF0645                          SUPERSEDED SURVEY CONTROL
 FF0645
 FF0645  NAD 83(2007)-  35 04 18.68379(N)    090 33 02.62657(W) AD(2002.00) 0
 FF0645  ELLIP H (02/10/07)   34.688  (m)                       GP(2002.00)    
 FF0645  NAD 83(1997)-  35 04 18.68351(N)    090 33 02.62625(W) AD(       ) B
 FF0645  ELLIP H (04/05/04)   34.680  (m)                       GP(       ) 4 1
 FF0645  NAVD 88              61.72   (m)          202.5    (f) LEVELING    3  
 FF0645  NAVD 88 (06/15/91)   61.716  (m)          202.48   (f) ADJUSTED    1 2
 FF0645  NGVD 29 (11/26/84)   61.697  (m)          202.42   (f) ADJUSTED    1 2
 FF0645
 FF0645.Superseded values are not recommended for survey control.
 FF0645
 FF0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0645.See file dsdata.pdf to determine how the superseded data were derived.
 FF0645
 FF0645_MARKER: DB = BENCH MARK DISK
 FF0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0645_STAMPING: D 173 1956
 FF0645_MARK LOGO: CGS
 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 - August 21, 2007
 FF0645
 FF0645  HISTORY     - Date     Condition        Report By
 FF0645  HISTORY     - 1956     MONUMENTED       CGS
 FF0645  HISTORY     - 20020425 GOOD             USACE
 FF0645  HISTORY     - 20070821 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.
 FF0645
 FF0645                          STATION RECOVERY (2007)
 FF0645
 FF0645'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2007 (JMH)
 FF0645'CHANGES TO DESCRIPTION   MARK IS 3.4 MI. SW ALONG RR FROM XING WITH
 FF0645'HIGHWAY 149, 33 FEET SOUTH OF MILEPOST 10, 12 FEET BELOW LEVEL OF
 FF0645'TRACK
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0512 ***********************************************************************
 FF0512  DESIGNATION -  D 175
 FF0512  PID         -  FF0512
 FF0512  STATE/COUNTY-  AR/ST FRANCIS
 FF0512  COUNTRY     -  US
 FF0512  USGS QUAD   -  FORREST CITY (2017)
 FF0512
 FF0512                         *CURRENT SURVEY CONTROL
 FF0512  ______________________________________________________________________
 FF0512* NAD 83(1986) POSITION- 35 03 33.     (N) 090 48 49.     (W)   SCALED
 FF0512* NAVD 88 ORTHO HEIGHT -    75.143 (meters)      246.53  (feet) ADJUSTED
 FF0512  ______________________________________________________________________
 FF0512  GEOID HEIGHT    -        -26.963 (meters)                     GEOID18
 FF0512  DYNAMIC HEIGHT  -         75.075 (meters)      246.31  (feet) COMP
 FF0512  MODELED GRAVITY -    979,726.8   (mgal)                       NAVD 88
 FF0512
 FF0512  VERT ORDER      -  FIRST     CLASS II
 FF0512
 FF0512.The horizontal coordinates were scaled from a map and have
 FF0512.an estimated accuracy of +/- 6 seconds.
 FF0512
 FF0512.The orthometric height was determined by differential leveling and
 FF0512.adjusted by the NATIONAL GEODETIC SURVEY
 FF0512.in June 1991.
 FF0512
 FF0512.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0512.GEOID18 height accuracy estimate available here.
 FF0512
 FF0512.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU993817(NAD 83)
 FF0512
 FF0512                          SUPERSEDED SURVEY CONTROL
 FF0512
 FF0512  NGVD 29 (11/26/84)   75.122  (m)          246.46   (f) ADJUSTED    1 2
 FF0512
 FF0512.Superseded values are not recommended for survey control.
 FF0512
 FF0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0512.See file dsdata.pdf to determine how the superseded data were derived.
 FF0512
 FF0512_MARKER: DB = BENCH MARK DISK
 FF0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0512_STAMPING: D 175 1956
 FF0512_MARK LOGO: CGS
 FF0512_PROJECTION: PROJECTING 8 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1252 ***********************************************************************
 EH1252  DESIGNATION -  D 176
 EH1252  PID         -  EH1252
 EH1252  STATE/COUNTY-  AR/LEE
 EH1252  COUNTRY     -  US
 EH1252  USGS QUAD   -  WHEATLEY (2017)
 EH1252
 EH1252                         *CURRENT SURVEY CONTROL
 EH1252  ______________________________________________________________________
 EH1252* NAD 83(1986) POSITION- 34 52 32.     (N) 091 02 54.     (W)   SCALED
 EH1252* NAVD 88 ORTHO HEIGHT -    63.264 (meters)      207.56  (feet) ADJUSTED
 EH1252  ______________________________________________________________________
 EH1252  GEOID HEIGHT    -        -26.806 (meters)                     GEOID18
 EH1252  DYNAMIC HEIGHT  -         63.206 (meters)      207.37  (feet) COMP
 EH1252  MODELED GRAVITY -    979,719.7   (mgal)                       NAVD 88
 EH1252
 EH1252  VERT ORDER      -  FIRST     CLASS II
 EH1252
 EH1252.The horizontal coordinates were scaled from a map and have
 EH1252.an estimated accuracy of +/- 6 seconds.
 EH1252
 EH1252.The orthometric height was determined by differential leveling and
 EH1252.adjusted by the NATIONAL GEODETIC SURVEY
 EH1252.in June 1991.
 EH1252
 EH1252.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1252.GEOID18 height accuracy estimate available here.
 EH1252
 EH1252.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU783609(NAD 83)
 EH1252
 EH1252                          SUPERSEDED SURVEY CONTROL
 EH1252
 EH1252  NGVD 29 (11/26/84)   63.264  (m)          207.56   (f) ADJUSTED    1 2
 EH1252
 EH1252.Superseded values are not recommended for survey control.
 EH1252
 EH1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1252.See file dsdata.pdf to determine how the superseded data were derived.
 EH1252
 EH1252_MARKER: DB = BENCH MARK DISK
 EH1252_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EH1252_SP_SET: CATCH BASIN
 EH1252_STAMPING: D 176 1955
 EH1252_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1070 ***********************************************************************
 EH1070  DESIGNATION -  D 177
 EH1070  PID         -  EH1070
 EH1070  STATE/COUNTY-  AR/MONROE
 EH1070  COUNTRY     -  US
 EH1070  USGS QUAD   -  HOLLY GROVE (2017)
 EH1070
 EH1070                         *CURRENT SURVEY CONTROL
 EH1070  ______________________________________________________________________
 EH1070* NAD 83(1986) POSITION- 34 35 33.     (N) 091 10 54.     (W)   SCALED
 EH1070* NAVD 88 ORTHO HEIGHT -    52.513 (meters)      172.29  (feet) ADJUSTED
 EH1070  ______________________________________________________________________
 EH1070  GEOID HEIGHT    -        -26.774 (meters)                     GEOID18
 EH1070  DYNAMIC HEIGHT  -         52.463 (meters)      172.12  (feet) COMP
 EH1070  MODELED GRAVITY -    979,685.8   (mgal)                       NAVD 88
 EH1070
 EH1070  VERT ORDER      -  FIRST     CLASS II
 EH1070
 EH1070.The horizontal coordinates were scaled from a map and have
 EH1070.an estimated accuracy of +/- 6 seconds.
 EH1070
 EH1070.The orthometric height was determined by differential leveling and
 EH1070.adjusted by the NATIONAL GEODETIC SURVEY
 EH1070.in June 1991.
 EH1070
 EH1070.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1070.GEOID18 height accuracy estimate available here.
 EH1070
 EH1070.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU667293(NAD 83)
 EH1070
 EH1070                          SUPERSEDED SURVEY CONTROL
 EH1070
 EH1070  NGVD 29 (11/26/84)   52.538  (m)          172.37   (f) ADJUSTED    1 2
 EH1070
 EH1070.Superseded values are not recommended for survey control.
 EH1070
 EH1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1070.See file dsdata.pdf to determine how the superseded data were derived.
 EH1070
 EH1070_MARKER: DB = BENCH MARK DISK
 EH1070_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1070_STAMPING: D 177 1955
 EH1070_MARK LOGO: CGS
 EH1070_PROJECTION: PROJECTING 20 CENTIMETERS
 EH1070_MAGNETIC: P = MARKER IS A STEEL PIPE
 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'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 = MARCH 20, 2026 22:17:28 EDT
 FF1271 ***********************************************************************
 FF1271  DESIGNATION -  D 178
 FF1271  PID         -  FF1271
 FF1271  STATE/COUNTY-  AR/WOODRUFF
 FF1271  COUNTRY     -  US
 FF1271  USGS QUAD   -  FAIR OAKS (2017)
 FF1271
 FF1271                         *CURRENT SURVEY CONTROL
 FF1271  ______________________________________________________________________
 FF1271* NAD 83(1986) POSITION- 35 11 20.     (N) 091 03 10.     (W)   SCALED
 FF1271* NAVD 88 ORTHO HEIGHT -    65.224 (meters)      213.99  (feet) ADJUSTED
 FF1271  ______________________________________________________________________
 FF1271  GEOID HEIGHT    -        -27.193 (meters)                     GEOID18
 FF1271  DYNAMIC HEIGHT  -         65.165 (meters)      213.80  (feet) COMP
 FF1271  MODELED GRAVITY -    979,733.7   (mgal)                       NAVD 88
 FF1271
 FF1271  VERT ORDER      -  FIRST     CLASS II
 FF1271
 FF1271.The horizontal coordinates were scaled from a map and have
 FF1271.an estimated accuracy of +/- 6 seconds.
 FF1271
 FF1271.The orthometric height was determined by differential leveling and
 FF1271.adjusted by the NATIONAL GEODETIC SURVEY
 FF1271.in June 1991.
 FF1271
 FF1271.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1271.GEOID18 height accuracy estimate available here.
 FF1271
 FF1271.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU772957(NAD 83)
 FF1271
 FF1271                          SUPERSEDED SURVEY CONTROL
 FF1271
 FF1271  NGVD 29 (11/26/84)   65.194  (m)          213.89   (f) ADJUSTED    1 2
 FF1271
 FF1271.Superseded values are not recommended for survey control.
 FF1271
 FF1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1271.See file dsdata.pdf to determine how the superseded data were derived.
 FF1271
 FF1271_MARKER: DB = BENCH MARK DISK
 FF1271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1271_STAMPING: D 178 1956
 FF1271_MARK LOGO: CGS
 FF1271_PROJECTION: PROJECTING 10 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0160 ***********************************************************************
 FG0160  DESIGNATION -  D 18
 FG0160  PID         -  FG0160
 FG0160  STATE/COUNTY-  AR/FAULKNER
 FG0160  COUNTRY     -  US
 FG0160  USGS QUAD   -  GREENBRIER (2017)
 FG0160
 FG0160                         *CURRENT SURVEY CONTROL
 FG0160  ______________________________________________________________________
 FG0160* NAD 83(1986) POSITION- 35 12 05.     (N) 092 27 21.     (W)   SCALED
 FG0160* NAVD 88 ORTHO HEIGHT -    95.722 (meters)      314.05  (feet) ADJUSTED
 FG0160  ______________________________________________________________________
 FG0160  GEOID HEIGHT    -        -28.135 (meters)                     GEOID18
 FG0160  DYNAMIC HEIGHT  -         95.633 (meters)      313.76  (feet) COMP
 FG0160  MODELED GRAVITY -    979,701.4   (mgal)                       NAVD 88
 FG0160
 FG0160  VERT ORDER      -  SECOND    CLASS 0
 FG0160
 FG0160.The horizontal coordinates were scaled from a map and have
 FG0160.an estimated accuracy of +/- 6 seconds.
 FG0160
 FG0160.The orthometric height was determined by differential leveling and
 FG0160.adjusted by the NATIONAL GEODETIC SURVEY
 FG0160.in June 1991.
 FG0160
 FG0160.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0160.GEOID18 height accuracy estimate available here.
 FG0160
 FG0160.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU495955(NAD 83)
 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
 FG0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0160.See file dsdata.pdf to determine how the superseded data were derived.
 FG0160
 FG0160_MARKER: DD = SURVEY DISK
 FG0160_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0160_STAMPING: D 18 1934
 FG0160_MARK LOGO: CGS+SS
 FG0160_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0160
 FG0160  HISTORY     - Date     Condition        Report By
 FG0160  HISTORY     - 1934     MONUMENTED       ARGS
 FG0160  HISTORY     - 20081208 MARK NOT FOUND   ARHD
 FG0160  HISTORY     - 20111004 MARK NOT FOUND   ARHD
 FG0160
 FG0160                          STATION DESCRIPTION
 FG0160
 FG0160'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1934
 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.
 FG0160
 FG0160                          STATION RECOVERY (2008)
 FG0160
 FG0160'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2008 (WDA)
 FG0160'MARK NOT FOUND.
 FG0160
 FG0160                          STATION RECOVERY (2011)
 FG0160
 FG0160'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (SES)
 FG0160'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0021 ***********************************************************************
 FG0021  DESIGNATION -  D 18
 FG0021  PID         -  FG0021
 FG0021  STATE/COUNTY-  AR/STONE
 FG0021  COUNTRY     -  US
 FG0021  USGS QUAD   -  MOUNTAIN VIEW SW (2017)
 FG0021
 FG0021                         *CURRENT SURVEY CONTROL
 FG0021  ______________________________________________________________________
 FG0021* NAD 83(1986) POSITION- 35 47 04.     (N) 092 12 46.     (W)   SCALED
 FG0021* NAVD 88 ORTHO HEIGHT -   305.398 (meters)     1001.96  (feet) ADJUSTED
 FG0021  ______________________________________________________________________
 FG0021  GEOID HEIGHT    -        -27.619 (meters)                     GEOID18
 FG0021  DYNAMIC HEIGHT  -        305.122 (meters)     1001.05  (feet) COMP
 FG0021  MODELED GRAVITY -    979,718.8   (mgal)                       NAVD 88
 FG0021
 FG0021  VERT ORDER      -  SECOND    CLASS 0
 FG0021
 FG0021.The horizontal coordinates were scaled from a map and have
 FG0021.an estimated accuracy of +/- 6 seconds.
 FG0021
 FG0021.The orthometric height was determined by differential leveling and
 FG0021.adjusted by the NATIONAL GEODETIC SURVEY
 FG0021.in June 1991.
 FG0021
 FG0021.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0021.GEOID18 height accuracy estimate available here.
 FG0021
 FG0021.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV711603(NAD 83)
 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
 FG0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0021.See file dsdata.pdf to determine how the superseded data were derived.
 FG0021
 FG0021_MARKER: DB = BENCH MARK DISK
 FG0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0021_STAMPING: 1001.652 D 18 1932
 FG0021_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0775 ***********************************************************************
 FF0775  DESIGNATION -  D 180
 FF0775  PID         -  FF0775
 FF0775  STATE/COUNTY-  AR/CRAIGHEAD
 FF0775  COUNTRY     -  US
 FF0775  USGS QUAD   -  JONESBORO (2017)
 FF0775
 FF0775                         *CURRENT SURVEY CONTROL
 FF0775  ______________________________________________________________________
 FF0775* NAD 83(1986) POSITION- 35 45 06.     (N) 090 41 19.     (W)   SCALED
 FF0775* NAVD 88 ORTHO HEIGHT -    86.771 (meters)      284.68  (feet) ADJUSTED
 FF0775  ______________________________________________________________________
 FF0775  GEOID HEIGHT    -        -27.774 (meters)                     GEOID18
 FF0775  DYNAMIC HEIGHT  -         86.696 (meters)      284.44  (feet) COMP
 FF0775  MODELED GRAVITY -    979,775.1   (mgal)                       NAVD 88
 FF0775
 FF0775  VERT ORDER      -  FIRST     CLASS II
 FF0775
 FF0775.The horizontal coordinates were scaled from a map and have
 FF0775.an estimated accuracy of +/- 6 seconds.
 FF0775
 FF0775.The orthometric height was determined by differential leveling and
 FF0775.adjusted by the NATIONAL GEODETIC SURVEY
 FF0775.in June 1991.
 FF0775
 FF0775.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0775.GEOID18 height accuracy estimate available here.
 FF0775
 FF0775.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV089588(NAD 83)
 FF0775
 FF0775                          SUPERSEDED SURVEY CONTROL
 FF0775
 FF0775  NGVD 29 (11/26/84)   86.692  (m)          284.42   (f) ADJUSTED    1 2
 FF0775
 FF0775.Superseded values are not recommended for survey control.
 FF0775
 FF0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0775.See file dsdata.pdf to determine how the superseded data were derived.
 FF0775
 FF0775_MARKER: DB = BENCH MARK DISK
 FF0775_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FF0775_STAMPING: D 180 1956
 FF0775_MARK LOGO: CGS
 FF0775_MAGNETIC: I = MARKER IS A STEEL ROD
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0662 ***********************************************************************
 FF0662  DESIGNATION -  D 181
 FF0662  PID         -  FF0662
 FF0662  STATE/COUNTY-  AR/POINSETT
 FF0662  COUNTRY     -  US
 FF0662  USGS QUAD   -  HICKORY RIDGE (2017)
 FF0662
 FF0662                         *CURRENT SURVEY CONTROL
 FF0662  ______________________________________________________________________
 FF0662* NAD 83(1986) POSITION- 35 28 13.     (N) 090 58 46.     (W)   SCALED
 FF0662* NAVD 88 ORTHO HEIGHT -    70.464 (meters)      231.18  (feet) ADJUSTED
 FF0662  ______________________________________________________________________
 FF0662  GEOID HEIGHT    -        -27.462 (meters)                     GEOID18
 FF0662  DYNAMIC HEIGHT  -         70.403 (meters)      230.98  (feet) COMP
 FF0662  MODELED GRAVITY -    979,756.9   (mgal)                       NAVD 88
 FF0662
 FF0662  VERT ORDER      -  FIRST     CLASS II
 FF0662
 FF0662.The horizontal coordinates were scaled from a map and have
 FF0662.an estimated accuracy of +/- 6 seconds.
 FF0662
 FF0662.The orthometric height was determined by differential leveling and
 FF0662.adjusted by the NATIONAL GEODETIC SURVEY
 FF0662.in June 1991.
 FF0662
 FF0662.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0662.GEOID18 height accuracy estimate available here.
 FF0662
 FF0662.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV833270(NAD 83)
 FF0662
 FF0662                          SUPERSEDED SURVEY CONTROL
 FF0662
 FF0662  NGVD 29 (11/26/84)   70.414  (m)          231.02   (f) ADJUSTED    1 2
 FF0662
 FF0662.Superseded values are not recommended for survey control.
 FF0662
 FF0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0662.See file dsdata.pdf to determine how the superseded data were derived.
 FF0662
 FF0662_MARKER: DB = BENCH MARK DISK
 FF0662_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FF0662_SP_SET: CULVERT HEADWALL
 FF0662_STAMPING: D 181 1956
 FF0662_MARK LOGO: CGS
 FF0662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0662+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0698 ***********************************************************************
 FF0698  DESIGNATION -  D 182
 FF0698  PID         -  FF0698
 FF0698  STATE/COUNTY-  AR/CROSS
 FF0698  COUNTRY     -  US
 FF0698  USGS QUAD   -  VANNDALE (2017)
 FF0698
 FF0698                         *CURRENT SURVEY CONTROL
 FF0698  ______________________________________________________________________
 FF0698* NAD 83(1986) POSITION- 35 17 55.     (N) 090 46 34.     (W)   SCALED
 FF0698* NAVD 88 ORTHO HEIGHT -    84.784 (meters)      278.16  (feet) ADJUSTED
 FF0698  ______________________________________________________________________
 FF0698  GEOID HEIGHT    -        -27.275 (meters)                     GEOID18
 FF0698  DYNAMIC HEIGHT  -         84.708 (meters)      277.91  (feet) COMP
 FF0698  MODELED GRAVITY -    979,736.4   (mgal)                       NAVD 88
 FF0698
 FF0698  VERT ORDER      -  FIRST     CLASS II
 FF0698
 FF0698.The horizontal coordinates were scaled from a map and have
 FF0698.an estimated accuracy of +/- 6 seconds.
 FF0698
 FF0698.The orthometric height was determined by differential leveling and
 FF0698.adjusted by the NATIONAL GEODETIC SURVEY
 FF0698.in June 1991.
 FF0698
 FF0698.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0698.GEOID18 height accuracy estimate available here.
 FF0698
 FF0698.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV022084(NAD 83)
 FF0698
 FF0698                          SUPERSEDED SURVEY CONTROL
 FF0698
 FF0698  NGVD 29 (11/26/84)   84.747  (m)          278.04   (f) ADJUSTED    1 2
 FF0698
 FF0698.Superseded values are not recommended for survey control.
 FF0698
 FF0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0698.See file dsdata.pdf to determine how the superseded data were derived.
 FF0698
 FF0698_MARKER: DB = BENCH MARK DISK
 FF0698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0698_STAMPING: D 182 1956
 FF0698_MARK LOGO: CGS
 FF0698_PROJECTION: PROJECTING 8 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0907 ***********************************************************************
 FF0907  DESIGNATION -  D 183
 FF0907  PID         -  FF0907
 FF0907  STATE/COUNTY-  AR/POINSETT
 FF0907  COUNTRY     -  US
 FF0907  USGS QUAD   -  POWERS SLOUGH (2017)
 FF0907
 FF0907                         *CURRENT SURVEY CONTROL
 FF0907  ______________________________________________________________________
 FF0907* NAD 83(1986) POSITION- 35 33 54.3    (N) 090 50 09.9    (W)   HD_HELD2
 FF0907* NAVD 88 ORTHO HEIGHT -    74.043 (meters)      242.92  (feet) ADJUSTED
 FF0907  ______________________________________________________________________
 FF0907  GEOID HEIGHT    -        -27.578 (meters)                     GEOID18
 FF0907  DYNAMIC HEIGHT  -         73.979 (meters)      242.71  (feet) COMP
 FF0907  MODELED GRAVITY -    979,763.1   (mgal)                       NAVD 88
 FF0907
 FF0907  VERT ORDER      -  FIRST     CLASS II
 FF0907
 FF0907.The horizontal coordinates were established by autonomous hand held GPS
 FF0907.observations and have an estimated accuracy of +/- 10 meters.
 FF0907
 FF0907.The orthometric height was determined by differential leveling and
 FF0907.adjusted by the NATIONAL GEODETIC SURVEY
 FF0907.in June 1991.
 FF0907
 FF0907.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0907.GEOID18 height accuracy estimate available here.
 FF0907
 FF0907.Click photographs - Photos may exist for this station.
 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     -   137,276.      505,507.      MT  (+/- 10 meters HH2 GPS)
 FF0907
 FF0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV9610937866(NAD 83)
 FF0907
 FF0907                          SUPERSEDED SURVEY CONTROL
 FF0907
 FF0907  NGVD 29 (11/26/84)   73.987  (m)          242.74   (f) ADJUSTED    1 2
 FF0907
 FF0907.Superseded values are not recommended for survey control.
 FF0907
 FF0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0907.See file dsdata.pdf to determine how the superseded data were derived.
 FF0907
 FF0907_MARKER: DB = BENCH MARK DISK
 FF0907_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FF0907_SP_SET: CULVERT HEADWALL
 FF0907_STAMPING: D 183 1956
 FF0907_MARK LOGO: CGS
 FF0907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0907+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0103 ***********************************************************************
 FF0103  DESIGNATION -  D 184
 FF0103  PID         -  FF0103
 FF0103  STATE/COUNTY-  AR/CRAIGHEAD
 FF0103  COUNTRY     -  US
 FF0103  USGS QUAD   -  LAKE CITY (2017)
 FF0103
 FF0103                         *CURRENT SURVEY CONTROL
 FF0103  ______________________________________________________________________
 FF0103* NAD 83(1986) POSITION- 35 49 02.     (N) 090 27 18.     (W)   SCALED
 FF0103* NAVD 88 ORTHO HEIGHT -    69.969 (meters)      229.56  (feet) POSTED
 FF0103  ______________________________________________________________________
 FF0103  GEOID HEIGHT    -        -27.993 (meters)                     GEOID18
 FF0103  DYNAMIC HEIGHT  -         69.91  (meters)      229.4   (feet) COMP
 FF0103  MODELED GRAVITY -    979,780.0   (mgal)                       NAVD 88
 FF0103
 FF0103  VERT ORDER      -  * POSTED, SEE BELOW
 FF0103
 FF0103.The horizontal coordinates were scaled from a 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
 FF0103.* This is a POSTED BENCH MARK height.
 FF0103
 FF0103.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0103.GEOID18 height accuracy estimate available here.
 FF0103
 FF0103.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV299666(NAD 83)
 FF0103
 FF0103                          SUPERSEDED SURVEY CONTROL
 FF0103
 FF0103  NGVD 29 (11/26/84)   69.915  (m)          229.38   (f) ADJUSTED    1 2
 FF0103
 FF0103.Superseded values are not recommended for survey control.
 FF0103
 FF0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0103.See file dsdata.pdf to determine how the superseded data were derived.
 FF0103
 FF0103_MARKER: DB = BENCH MARK DISK
 FF0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0103_STAMPING: D 184 1956
 FF0103_MARK LOGO: CGS
 FF0103_PROJECTION: PROJECTING 8 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0081 ***********************************************************************
 FF0081  DESIGNATION -  D 186
 FF0081  PID         -  FF0081
 FF0081  STATE/COUNTY-  AR/CRAIGHEAD
 FF0081  COUNTRY     -  US
 FF0081  USGS QUAD   -  LEACHVILLE (2017)
 FF0081
 FF0081                         *CURRENT SURVEY CONTROL
 FF0081  ______________________________________________________________________
 FF0081* NAD 83(1986) POSITION- 35 53 57.     (N) 090 20 25.     (W)   SCALED
 FF0081* NAVD 88 ORTHO HEIGHT -    71.504 (meters)      234.59  (feet) POSTED
 FF0081  ______________________________________________________________________
 FF0081  GEOID HEIGHT    -        -28.129 (meters)                     GEOID18
 FF0081  DYNAMIC HEIGHT  -         71.44  (meters)      234.4   (feet) COMP
 FF0081  MODELED GRAVITY -    979,783.1   (mgal)                       NAVD 88
 FF0081
 FF0081  VERT ORDER      -  * POSTED, SEE BELOW
 FF0081
 FF0081.The horizontal coordinates were scaled from a 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
 FF0081.* This is a POSTED BENCH MARK height.
 FF0081
 FF0081.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0081.GEOID18 height accuracy estimate available here.
 FF0081
 FF0081.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV400760(NAD 83)
 FF0081
 FF0081                          SUPERSEDED SURVEY CONTROL
 FF0081
 FF0081  NGVD 29 (11/26/84)   71.474  (m)          234.49   (f) ADJUSTED    1 2
 FF0081
 FF0081.Superseded values are not recommended for survey control.
 FF0081
 FF0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0081.See file dsdata.pdf to determine how the superseded data were derived.
 FF0081
 FF0081_MARKER: DB = BENCH MARK DISK
 FF0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0081_STAMPING: D 186 1956
 FF0081_MARK LOGO: CGS
 FF0081_PROJECTION: PROJECTING 10 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0060 ***********************************************************************
 FF0060  DESIGNATION -  D 187
 FF0060  PID         -  FF0060
 FF0060  STATE/COUNTY-  AR/MISSISSIPPI
 FF0060  COUNTRY     -  US
 FF0060  USGS QUAD   -  MANILA NORTH (2017)
 FF0060
 FF0060                         *CURRENT SURVEY CONTROL
 FF0060  ______________________________________________________________________
 FF0060* NAD 83(1986) POSITION- 35 54 09.     (N) 090 12 06.     (W)   SCALED
 FF0060* NAVD 88 ORTHO HEIGHT -    71.439 (meters)      234.38  (feet) ADJUSTED
 FF0060  ______________________________________________________________________
 FF0060  GEOID HEIGHT    -        -28.097 (meters)                     GEOID18
 FF0060  DYNAMIC HEIGHT  -         71.378 (meters)      234.18  (feet) COMP
 FF0060  MODELED GRAVITY -    979,785.0   (mgal)                       NAVD 88
 FF0060
 FF0060  VERT ORDER      -  FIRST     CLASS II
 FF0060
 FF0060.The horizontal coordinates were scaled from a map and have
 FF0060.an estimated accuracy of +/- 6 seconds.
 FF0060
 FF0060.The orthometric height was determined by differential leveling and
 FF0060.adjusted by the NATIONAL GEODETIC SURVEY
 FF0060.in June 1991.
 FF0060
 FF0060.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0060.GEOID18 height accuracy estimate available here.
 FF0060
 FF0060.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV525767(NAD 83)
 FF0060
 FF0060                          SUPERSEDED SURVEY CONTROL
 FF0060
 FF0060  NGVD 29 (11/26/84)   71.428  (m)          234.34   (f) ADJUSTED    1 2
 FF0060
 FF0060.Superseded values are not recommended for survey control.
 FF0060
 FF0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0060.See file dsdata.pdf to determine how the superseded data were derived.
 FF0060
 FF0060_MARKER: DB = BENCH MARK DISK
 FF0060_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FF0060_STAMPING: D 187 1956
 FF0060_MARK LOGO: CGS
 FF0060_PROJECTION: FLUSH
 FF0060_MAGNETIC: I = MARKER IS A STEEL ROD
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0075 ***********************************************************************
 GE0075  DESIGNATION -  D 188
 GE0075  PID         -  GE0075
 GE0075  STATE/COUNTY-  AR/CLAY
 GE0075  COUNTRY     -  US
 GE0075  USGS QUAD   -  GREENWAY (2017)
 GE0075
 GE0075                         *CURRENT SURVEY CONTROL
 GE0075  ______________________________________________________________________
 GE0075* NAD 83(1986) POSITION- 36 21 55.     (N) 090 12 07.     (W)   SCALED
 GE0075* NAVD 88 ORTHO HEIGHT -    89.910 (meters)      294.98  (feet) ADJUSTED
 GE0075  ______________________________________________________________________
 GE0075  GEOID HEIGHT    -        -28.606 (meters)                     GEOID18
 GE0075  DYNAMIC HEIGHT  -         89.836 (meters)      294.74  (feet) COMP
 GE0075  MODELED GRAVITY -    979,809.2   (mgal)                       NAVD 88
 GE0075
 GE0075  VERT ORDER      -  FIRST     CLASS II
 GE0075
 GE0075.The horizontal coordinates were scaled from a map and have
 GE0075.an estimated accuracy of +/- 6 seconds.
 GE0075
 GE0075.The orthometric height was determined by differential leveling and
 GE0075.adjusted by the NATIONAL GEODETIC SURVEY
 GE0075.in June 1991.
 GE0075
 GE0075.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0075.GEOID18 height accuracy estimate available here.
 GE0075
 GE0075.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA510281(NAD 83)
 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
 GE0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0075.See file dsdata.pdf to determine how the superseded data were derived.
 GE0075
 GE0075_MARKER: DB = BENCH MARK DISK
 GE0075_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GE0075_STAMPING: D 188 1956
 GE0075_MARK LOGO: CGS
 GE0075_MAGNETIC: I = MARKER IS A STEEL ROD
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0158 ***********************************************************************
 FG0158  DESIGNATION -  D 19
 FG0158  PID         -  FG0158
 FG0158  STATE/COUNTY-  AR/FAULKNER
 FG0158  COUNTRY     -  US
 FG0158  USGS QUAD   -  GREENBRIER (2017)
 FG0158
 FG0158                         *CURRENT SURVEY CONTROL
 FG0158  ______________________________________________________________________
 FG0158* NAD 83(1986) POSITION- 35 10 18.     (N) 092 26 49.     (W)   SCALED
 FG0158* NAVD 88 ORTHO HEIGHT -    86.035 (meters)      282.27  (feet) ADJUSTED
 FG0158  ______________________________________________________________________
 FG0158  GEOID HEIGHT    -        -28.096 (meters)                     GEOID18
 FG0158  DYNAMIC HEIGHT  -         85.955 (meters)      282.00  (feet) COMP
 FG0158  MODELED GRAVITY -    979,699.5   (mgal)                       NAVD 88
 FG0158
 FG0158  VERT ORDER      -  SECOND    CLASS 0
 FG0158
 FG0158.The horizontal coordinates were scaled from a map and have
 FG0158.an estimated accuracy of +/- 6 seconds.
 FG0158
 FG0158.The orthometric height was determined by differential leveling and
 FG0158.adjusted by the NATIONAL GEODETIC SURVEY
 FG0158.in June 1991.
 FG0158
 FG0158.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0158.GEOID18 height accuracy estimate available here.
 FG0158
 FG0158.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU503922(NAD 83)
 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
 FG0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0158.See file dsdata.pdf to determine how the superseded data were derived.
 FG0158
 FG0158_MARKER: DD = SURVEY DISK
 FG0158_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0158_STAMPING: D 19 1934
 FG0158_MARK LOGO: CGS+SS
 FG0158_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0158
 FG0158  HISTORY     - Date     Condition        Report By
 FG0158  HISTORY     - 1934     MONUMENTED       ARGS
 FG0158  HISTORY     - 20081208 MARK NOT FOUND   ARHD
 FG0158  HISTORY     - 20110526 MARK NOT FOUND   ARHD
 FG0158  HISTORY     - 20111004 MARK NOT FOUND   ARHD
 FG0158
 FG0158                          STATION DESCRIPTION
 FG0158
 FG0158'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1934
 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.
 FG0158
 FG0158                          STATION RECOVERY (2008)
 FG0158
 FG0158'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2008 (WDA)
 FG0158'MARK NOT FOUND.
 FG0158
 FG0158                          STATION RECOVERY (2011)
 FG0158
 FG0158'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (MCA)
 FG0158'MARK NOT FOUND
 FG0158
 FG0158                          STATION RECOVERY (2011)
 FG0158
 FG0158'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (SES)
 FG0158'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GE0150 ***********************************************************************
 GE0150  DESIGNATION -  D 190
 GE0150  PID         -  GE0150
 GE0150  STATE/COUNTY-  AR/CLAY
 GE0150  COUNTRY     -  US
 GE0150  USGS QUAD   -  MCDOUGAL (2017)
 GE0150
 GE0150                         *CURRENT SURVEY CONTROL
 GE0150  ______________________________________________________________________
 GE0150* NAD 83(1986) POSITION- 36 26 06.     (N) 090 27 37.     (W)   SCALED
 GE0150* NAVD 88 ORTHO HEIGHT -    89.212 (meters)      292.69  (feet) ADJUSTED
 GE0150  ______________________________________________________________________
 GE0150  GEOID HEIGHT    -        -28.729 (meters)                     GEOID18
 GE0150  DYNAMIC HEIGHT  -         89.140 (meters)      292.45  (feet) COMP
 GE0150  MODELED GRAVITY -    979,824.3   (mgal)                       NAVD 88
 GE0150
 GE0150  VERT ORDER      -  FIRST     CLASS II
 GE0150
 GE0150.The horizontal coordinates were scaled from a map and have
 GE0150.an estimated accuracy of +/- 6 seconds.
 GE0150
 GE0150.The orthometric height was determined by differential leveling and
 GE0150.adjusted by the NATIONAL GEODETIC SURVEY
 GE0150.in June 1991.
 GE0150
 GE0150.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0150.GEOID18 height accuracy estimate available here.
 GE0150
 GE0150.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA276351(NAD 83)
 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
 GE0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0150.See file dsdata.pdf to determine how the superseded data were derived.
 GE0150
 GE0150_MARKER: DB = BENCH MARK DISK
 GE0150_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GE0150_SP_SET: BRIDGE CURBING
 GE0150_STAMPING: D 190 1956
 GE0150_MARK LOGO: CGS
 GE0150_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1113 ***********************************************************************
 EJ1113  DESIGNATION -  D 192 X
 EJ1113  PID         -  EJ1113
 EJ1113  STATE/COUNTY-  AR/CLARK
 EJ1113  COUNTRY     -  US
 EJ1113  USGS QUAD   -  ARKADELPHIA (2017)
 EJ1113
 EJ1113                         *CURRENT SURVEY CONTROL
 EJ1113  ______________________________________________________________________
 EJ1113* NAD 83(1986) POSITION- 34 03 35.     (N) 093 05 20.     (W)   SCALED
 EJ1113* NAVD 88 ORTHO HEIGHT -    64.300 (meters)      210.96  (feet) ADJUSTED
 EJ1113  ______________________________________________________________________
 EJ1113  GEOID HEIGHT    -        -26.793 (meters)                     GEOID18
 EJ1113  DYNAMIC HEIGHT  -         64.235 (meters)      210.74  (feet) COMP
 EJ1113  MODELED GRAVITY -    979,634.4   (mgal)                       NAVD 88
 EJ1113
 EJ1113  VERT ORDER      -  FIRST     CLASS II
 EJ1113
 EJ1113.The horizontal coordinates were scaled from a map and have
 EJ1113.an estimated accuracy of +/- 6 seconds.
 EJ1113
 EJ1113.The orthometric height was determined by differential leveling and
 EJ1113.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1113.in June 1991.
 EJ1113
 EJ1113.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1113.GEOID18 height accuracy estimate available here.
 EJ1113
 EJ1113.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT917687(NAD 83)
 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
 EJ1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1113.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1113
 EJ1113_MARKER: DB = BENCH MARK DISK
 EJ1113_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EJ1113_STAMPING: D 192 X 1959
 EJ1113_MARK LOGO: CGS
 EJ1113_MAGNETIC: I = MARKER IS A STEEL ROD
 EJ1113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1113
 EJ1113  HISTORY     - Date     Condition        Report By
 EJ1113  HISTORY     - 1959     MONUMENTED       CGS
 EJ1113  HISTORY     - 1960     GOOD             CGS
 EJ1113  HISTORY     - 20160120 MARK NOT FOUND   ARHD
 EJ1113
 EJ1113                          STATION DESCRIPTION
 EJ1113
 EJ1113'DESCRIBED BY COAST AND 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.
 EJ1113
 EJ1113                          STATION RECOVERY (2016)
 EJ1113
 EJ1113'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 EJ1113'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0410 ***********************************************************************
 DL0410  DESIGNATION -  D 193 X
 DL0410  PID         -  DL0410
 DL0410  STATE/COUNTY-  AR/OUACHITA
 DL0410  COUNTRY     -  US
 DL0410  USGS QUAD   -  CHIDESTER (2017)
 DL0410
 DL0410                         *CURRENT SURVEY CONTROL
 DL0410  ______________________________________________________________________
 DL0410* NAD 83(1986) POSITION- 33 43 25.     (N) 093 03 13.     (W)   SCALED
 DL0410* NAVD 88 ORTHO HEIGHT -    57.761 (meters)      189.50  (feet) ADJUSTED
 DL0410  ______________________________________________________________________
 DL0410  GEOID HEIGHT    -        -26.487 (meters)                     GEOID18
 DL0410  DYNAMIC HEIGHT  -         57.702 (meters)      189.31  (feet) COMP
 DL0410  MODELED GRAVITY -    979,611.4   (mgal)                       NAVD 88
 DL0410
 DL0410  VERT ORDER      -  FIRST     CLASS II
 DL0410
 DL0410.The horizontal coordinates were scaled from a map and have
 DL0410.an estimated accuracy of +/- 6 seconds.
 DL0410
 DL0410.The orthometric height was determined by differential leveling and
 DL0410.adjusted by the NATIONAL GEODETIC SURVEY
 DL0410.in June 1991.
 DL0410
 DL0410.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0410.GEOID18 height accuracy estimate available here.
 DL0410
 DL0410.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT950315(NAD 83)
 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
 DL0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0410.See file dsdata.pdf to determine how the superseded data were derived.
 DL0410
 DL0410_MARKER: DB = BENCH MARK DISK
 DL0410_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL0410_STAMPING: D 193 X 1959
 DL0410_MARK LOGO: CGS
 DL0410_MAGNETIC: I = MARKER IS A STEEL ROD
 DL0410_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0410_ROD/PIPE-DEPTH: 12.2 meters
 DL0410
 DL0410  HISTORY     - Date     Condition        Report By
 DL0410  HISTORY     - 1959     MONUMENTED       CGS
 DL0410  HISTORY     - 1960     GOOD             CGS
 DL0410  HISTORY     - 1964     GOOD             CGS
 DL0410  HISTORY     - 20180827 MARK NOT FOUND   ARHD
 DL0410
 DL0410                          STATION DESCRIPTION
 DL0410
 DL0410'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1964
 DL0410'RECOVERED IN GOOD CONDITION.
 DL0410
 DL0410                          STATION RECOVERY (2018)
 DL0410
 DL0410'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (BAB)
 DL0410'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0304 ***********************************************************************
 DL0304  DESIGNATION -  D 196
 DL0304  PID         -  DL0304
 DL0304  STATE/COUNTY-  AR/OUACHITA
 DL0304  COUNTRY     -  US
 DL0304  USGS QUAD   -  BRAGG CITY (2017)
 DL0304
 DL0304                         *CURRENT SURVEY CONTROL
 DL0304  ______________________________________________________________________
 DL0304* NAD 83(1986) POSITION- 33 39 34.     (N) 092 56 01.     (W)   SCALED
 DL0304* NAVD 88 ORTHO HEIGHT -    39.652 (meters)      130.09  (feet) ADJUSTED
 DL0304  ______________________________________________________________________
 DL0304  GEOID HEIGHT    -        -26.381 (meters)                     GEOID18
 DL0304  DYNAMIC HEIGHT  -         39.611 (meters)      129.96  (feet) COMP
 DL0304  MODELED GRAVITY -    979,605.9   (mgal)                       NAVD 88
 DL0304
 DL0304  VERT ORDER      -  FIRST     CLASS II
 DL0304
 DL0304.The horizontal coordinates were scaled from a map and have
 DL0304.an estimated accuracy of +/- 6 seconds.
 DL0304
 DL0304.The orthometric height was determined by differential leveling and
 DL0304.adjusted by the NATIONAL GEODETIC SURVEY
 DL0304.in June 1991.
 DL0304
 DL0304.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0304.GEOID18 height accuracy estimate available here.
 DL0304
 DL0304.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT061243(NAD 83)
 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
 DL0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0304.See file dsdata.pdf to determine how the superseded data were derived.
 DL0304
 DL0304_MARKER: DB = BENCH MARK DISK
 DL0304_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0304_STAMPING: D 196 1960
 DL0304_MARK LOGO: CGS
 DL0304_MAGNETIC: P = MARKER IS A STEEL PIPE
 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             CGS
 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 COAST AND GEODETIC SURVEY 1964
 DL0304'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0333 ***********************************************************************
 DL0333  DESIGNATION -  D 197
 DL0333  PID         -  DL0333
 DL0333  STATE/COUNTY-  AR/OUACHITA
 DL0333  COUNTRY     -  US
 DL0333  USGS QUAD   -  CAMDEN (2017)
 DL0333
 DL0333                         *CURRENT SURVEY CONTROL
 DL0333  ______________________________________________________________________
 DL0333* NAD 83(1986) POSITION- 33 32 42.9    (N) 092 50 48.0    (W)   HD_HELD2
 DL0333* NAVD 88 ORTHO HEIGHT -    40.808 (meters)      133.88  (feet) ADJUSTED
 DL0333  ______________________________________________________________________
 DL0333  GEOID HEIGHT    -        -26.297 (meters)                     GEOID18
 DL0333  DYNAMIC HEIGHT  -         40.765 (meters)      133.74  (feet) COMP
 DL0333  MODELED GRAVITY -    979,599.0   (mgal)                       NAVD 88
 DL0333
 DL0333  VERT ORDER      -  FIRST     CLASS II
 DL0333
 DL0333.The horizontal coordinates were established by autonomous hand held GPS
 DL0333.observations and have an estimated accuracy of +/- 10 meters.
 DL0333
 DL0333.The orthometric height was determined by differential leveling and
 DL0333.adjusted by the NATIONAL GEODETIC SURVEY
 DL0333.in June 1991.
 DL0333
 DL0333.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0333.GEOID18 height accuracy estimate available here.
 DL0333
 DL0333.Click photographs - Photos may exist for this station.
 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     -   497,771.      321,371.      MT  (+/- 10 meters HH2 GPS)
 DL0333
 DL0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT1423511746(NAD 83)
 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
 DL0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0333.See file dsdata.pdf to determine how the superseded data were derived.
 DL0333
 DL0333_MARKER: DB = BENCH MARK DISK
 DL0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0333_STAMPING: D 197 1959
 DL0333_MARK LOGO: CGS
 DL0333_PROJECTION: FLUSH
 DL0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0333+STABILITY: SURFACE MOTION
 DL0333_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL0333+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2013
 DL0333
 DL0333  HISTORY     - Date     Condition        Report By
 DL0333  HISTORY     - 1959     MONUMENTED       CGS
 DL0333  HISTORY     - 1960     GOOD             CGS
 DL0333  HISTORY     - 1964     GOOD             CGS
 DL0333  HISTORY     - 20110921 MARK NOT FOUND   ARHD
 DL0333  HISTORY     - 20130416 GOOD             ARHD
 DL0333
 DL0333                          STATION DESCRIPTION
 DL0333
 DL0333'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1964
 DL0333'RECOVERED IN GOOD CONDITION.
 DL0333
 DL0333                          STATION RECOVERY (2011)
 DL0333
 DL0333'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (AMC)
 DL0333'MARK NOT FOUND.
 DL0333
 DL0333                          STATION RECOVERY (2013)
 DL0333
 DL0333'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (JDH)
 DL0333'RECOVERED IN GOOD CONDITION.
 DL0333'
 DL0333'NOTE-ADD-IT IS 6.3 M (20.7 FT) NORTH OF A COMBINATION POLE, 12 M (39.4
 DL0333'FT) NORTHWEST OF A FENCE CORNER AND 95 M (311.7 FT) NORTH OF THE
 DL0333'NORTHEAST CORNER OF A RAILROAD BRIDGE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0211 ***********************************************************************
 DL0211  DESIGNATION -  D 198
 DL0211  PID         -  DL0211
 DL0211  STATE/COUNTY-  AR/OUACHITA
 DL0211  COUNTRY     -  US
 DL0211  USGS QUAD   -  SNOW HILL (2017)
 DL0211
 DL0211                         *CURRENT SURVEY CONTROL
 DL0211  ______________________________________________________________________
 DL0211* NAD 83(1986) POSITION- 33 23 16.     (N) 092 38 59.     (W)   SCALED
 DL0211* NAVD 88 ORTHO HEIGHT -    44.721 (meters)      146.72  (feet) ADJUSTED
 DL0211  ______________________________________________________________________
 DL0211  GEOID HEIGHT    -        -26.269 (meters)                     GEOID18
 DL0211  DYNAMIC HEIGHT  -         44.674 (meters)      146.57  (feet) COMP
 DL0211  MODELED GRAVITY -    979,588.5   (mgal)                       NAVD 88
 DL0211
 DL0211  VERT ORDER      -  FIRST     CLASS II
 DL0211
 DL0211.The horizontal coordinates were scaled from a map and have
 DL0211.an estimated accuracy of +/- 6 seconds.
 DL0211
 DL0211.The orthometric height was determined by differential leveling and
 DL0211.adjusted by the NATIONAL GEODETIC SURVEY
 DL0211.in June 1991.
 DL0211
 DL0211.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0211.GEOID18 height accuracy estimate available here.
 DL0211
 DL0211.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS325943(NAD 83)
 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
 DL0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0211.See file dsdata.pdf to determine how the superseded data were derived.
 DL0211
 DL0211_MARKER: DB = BENCH MARK DISK
 DL0211_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL0211_SP_SET: FOUNDATION
 DL0211_STAMPING: D 198 1960
 DL0211_MARK LOGO: CGS
 DL0211_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0211
 DL0211  HISTORY     - Date     Condition        Report By
 DL0211  HISTORY     - 1960     MONUMENTED       CGS
 DL0211  HISTORY     - 1964     GOOD             CGS
 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 COAST AND GEODETIC SURVEY 1964
 DL0211'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0790 ***********************************************************************
 DL0790  DESIGNATION -  D 199
 DL0790  PID         -  DL0790
 DL0790  STATE/COUNTY-  AR/LAFAYETTE
 DL0790  COUNTRY     -  US
 DL0790  USGS QUAD   -  BRADLEY (2017)
 DL0790
 DL0790                         *CURRENT SURVEY CONTROL
 DL0790  ______________________________________________________________________
 DL0790* NAD 83(1986) POSITION- 33 05 24.     (N) 093 39 24.     (W)   SCALED
 DL0790* NAVD 88 ORTHO HEIGHT -    77.187 (meters)      253.24  (feet) ADJUSTED
 DL0790  ______________________________________________________________________
 DL0790  GEOID HEIGHT    -        -26.450 (meters)                     GEOID18
 DL0790  DYNAMIC HEIGHT  -         77.103 (meters)      252.96  (feet) COMP
 DL0790  MODELED GRAVITY -    979,550.9   (mgal)                       NAVD 88
 DL0790
 DL0790  VERT ORDER      -  FIRST     CLASS II
 DL0790
 DL0790.The horizontal coordinates were scaled from a map and have
 DL0790.an estimated accuracy of +/- 6 seconds.
 DL0790
 DL0790.The orthometric height was determined by differential leveling and
 DL0790.adjusted by the NATIONAL GEODETIC SURVEY
 DL0790.in June 1991.
 DL0790
 DL0790.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0790.GEOID18 height accuracy estimate available here.
 DL0790
 DL0790.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS387614(NAD 83)
 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
 DL0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0790.See file dsdata.pdf to determine how the superseded data were derived.
 DL0790
 DL0790_MARKER: DB = BENCH MARK DISK
 DL0790_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL0790_SP_SET: CULVERT HEADWALL
 DL0790_STAMPING: D 199 1960
 DL0790_MARK LOGO: CGS
 DL0790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0790+STABILITY: SURFACE MOTION
 DL0790
 DL0790  HISTORY     - Date     Condition        Report By
 DL0790  HISTORY     - 1960     MONUMENTED       CGS
 DL0790  HISTORY     - 1963     GOOD             CGS
 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 GE0479 ***********************************************************************
 GE0479  DESIGNATION -  D 2
 GE0479  PID         -  GE0479
 GE0479  STATE/COUNTY-  AR/LAWRENCE
 GE0479  COUNTRY     -  US
 GE0479  USGS QUAD   -  IMBODEN (2017)
 GE0479
 GE0479                         *CURRENT SURVEY CONTROL
 GE0479  ______________________________________________________________________
 GE0479* NAD 83(1986) POSITION- 36 12 17.     (N) 091 10 24.     (W)   SCALED
 GE0479* NAVD 88 ORTHO HEIGHT -    84.364 (meters)      276.78  (feet) ADJUSTED
 GE0479  ______________________________________________________________________
 GE0479  GEOID HEIGHT    -        -28.268 (meters)                     GEOID18
 GE0479  DYNAMIC HEIGHT  -         84.295 (meters)      276.56  (feet) COMP
 GE0479  MODELED GRAVITY -    979,810.9   (mgal)                       NAVD 88
 GE0479
 GE0479  VERT ORDER      -  FIRST     CLASS II
 GE0479
 GE0479.The horizontal coordinates were scaled from a map and have
 GE0479.an estimated accuracy of +/- 6 seconds.
 GE0479
 GE0479.The orthometric height was determined by differential leveling and
 GE0479.adjusted by the NATIONAL GEODETIC SURVEY
 GE0479.in June 1991.
 GE0479
 GE0479.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0479.GEOID18 height accuracy estimate available here.
 GE0479
 GE0479.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA642082(NAD 83)
 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
 GE0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0479.See file dsdata.pdf to determine how the superseded data were derived.
 GE0479
 GE0479_MARKER: DB = BENCH MARK DISK
 GE0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0479_STAMPING: 276.473 D 2 1928
 GE0479_MARK LOGO: CGS
 GE0479_PROJECTION: PROJECTING 8 CENTIMETERS
 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             CGS
 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FH0117 ***********************************************************************
 FH0117  DESIGNATION -  D 20
 FH0117  PID         -  FH0117
 FH0117  STATE/COUNTY-  AR/SEBASTIAN
 FH0117  COUNTRY     -  US
 FH0117  USGS QUAD   -  SOUTH FORT SMITH (2017)
 FH0117
 FH0117                         *CURRENT SURVEY CONTROL
 FH0117  ______________________________________________________________________
 FH0117* NAD 83(1986) POSITION- 35 19 53.25   (N) 094 24 40.68   (W)   HD_HELD1
 FH0117* NAVD 88 ORTHO HEIGHT -   142.604 (meters)      467.86  (feet) ADJUSTED
 FH0117  ______________________________________________________________________
 FH0117  GEOID HEIGHT    -        -30.304 (meters)                     GEOID18
 FH0117  DYNAMIC HEIGHT  -        142.468 (meters)      467.41  (feet) COMP
 FH0117  MODELED GRAVITY -    979,683.8   (mgal)                       NAVD 88
 FH0117
 FH0117  VERT ORDER      -  FIRST     CLASS II
 FH0117
 FH0117.The horizontal coordinates were determined by differentially corrected
 FH0117.hand held GPS observations or other comparable positioning techniques
 FH0117.and have an estimated accuracy of +/- 3 meters.
 FH0117
 FH0117.The orthometric height was determined by differential leveling and
 FH0117.adjusted by the NATIONAL GEODETIC SURVEY
 FH0117.in June 1991.
 FH0117
 FH0117.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0117.GEOID18 height accuracy estimate available here.
 FH0117
 FH0117.Click photographs - Photos may exist for this station.
 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     -   113,417.4     180,802.0     MT  (+/- 3 meters HH1 GPS) 
 FH0117
 FH0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV7173310715(NAD 83)
 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
 FH0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0117.See file dsdata.pdf to determine how the superseded data were derived.
 FH0117
 FH0117_MARKER: DB = BENCH MARK DISK
 FH0117_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 FH0117+WITH SETTING: PAVEMENT
 FH0117_SP_SET: SEMAPHORE BASE
 FH0117_STAMPING: 467.548 D 20 1931
 FH0117_MARK LOGO: CGS
 FH0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0117+STABILITY: SURFACE MOTION
 FH0117_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH0117+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2015
 FH0117
 FH0117  HISTORY     - Date     Condition        Report By
 FH0117  HISTORY     - 1931     MONUMENTED       CGS
 FH0117  HISTORY     - 1965     GOOD             CGS
 FH0117  HISTORY     - 1985     GOOD             NGS
 FH0117  HISTORY     - 1987     GOOD             USPSQD
 FH0117  HISTORY     - 1988     GOOD             USPSQD
 FH0117  HISTORY     - 1989     POOR             USPSQD
 FH0117  HISTORY     - 20150106 GOOD             ARHD
 FH0117
 FH0117                          STATION DESCRIPTION
 FH0117
 FH0117'DESCRIBED BY COAST AND 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.
 FH0117
 FH0117                          STATION RECOVERY (2015)
 FH0117
 FH0117'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 FH0117'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0136 ***********************************************************************
 DL0136  DESIGNATION -  D 200
 DL0136  PID         -  DL0136
 DL0136  STATE/COUNTY-  AR/UNION
 DL0136  COUNTRY     -  US
 DL0136  USGS QUAD   -  HUTTIG (2017)
 DL0136
 DL0136                         *CURRENT SURVEY CONTROL
 DL0136  ______________________________________________________________________
 DL0136* NAD 83(1986) POSITION- 33 05 54.     (N) 092 11 37.     (W)   SCALED
 DL0136* NAVD 88 ORTHO HEIGHT -    26.652 (meters)       87.44  (feet) ADJUSTED
 DL0136  ______________________________________________________________________
 DL0136  GEOID HEIGHT    -        -26.101 (meters)                     GEOID18
 DL0136  DYNAMIC HEIGHT  -         26.624 (meters)       87.35  (feet) COMP
 DL0136  MODELED GRAVITY -    979,561.7   (mgal)                       NAVD 88
 DL0136
 DL0136  VERT ORDER      -  FIRST     CLASS II
 DL0136
 DL0136.The horizontal coordinates were scaled from a map and have
 DL0136.an estimated accuracy of +/- 6 seconds.
 DL0136
 DL0136.The orthometric height was determined by differential leveling and
 DL0136.adjusted by the NATIONAL GEODETIC SURVEY
 DL0136.in June 1991.
 DL0136
 DL0136.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0136.GEOID18 height accuracy estimate available here.
 DL0136
 DL0136.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS752624(NAD 83)
 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
 DL0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0136.See file dsdata.pdf to determine how the superseded data were derived.
 DL0136
 DL0136_MARKER: DB = BENCH MARK DISK
 DL0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0136_STAMPING: D 200 1960
 DL0136_MARK LOGO: CGS
 DL0136_PROJECTION: PROJECTING 18 CENTIMETERS
 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             CGS
 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DL0249 ***********************************************************************
 DL0249  DESIGNATION -  D 201
 DL0249  PID         -  DL0249
 DL0249  STATE/COUNTY-  AR/UNION
 DL0249  COUNTRY     -  US
 DL0249  USGS QUAD   -  CALION (2017)
 DL0249
 DL0249                         *CURRENT SURVEY CONTROL
 DL0249  ______________________________________________________________________
 DL0249* NAD 83(1986) POSITION- 33 17 02.     (N) 092 30 29.     (W)   SCALED
 DL0249* NAVD 88 ORTHO HEIGHT -    46.072 (meters)      151.15  (feet) ADJUSTED
 DL0249  ______________________________________________________________________
 DL0249  GEOID HEIGHT    -        -26.270 (meters)                     GEOID18
 DL0249  DYNAMIC HEIGHT  -         46.023 (meters)      150.99  (feet) COMP
 DL0249  MODELED GRAVITY -    979,572.4   (mgal)                       NAVD 88
 DL0249
 DL0249  VERT ORDER      -  FIRST     CLASS II
 DL0249
 DL0249.The horizontal coordinates were scaled from a map and have
 DL0249.an estimated accuracy of +/- 6 seconds.
 DL0249
 DL0249.The orthometric height was determined by differential leveling and
 DL0249.adjusted by the NATIONAL GEODETIC SURVEY
 DL0249.in June 1991.
 DL0249
 DL0249.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0249.GEOID18 height accuracy estimate available here.
 DL0249
 DL0249.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS458828(NAD 83)
 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
 DL0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0249.See file dsdata.pdf to determine how the superseded data were derived.
 DL0249
 DL0249_MARKER: DB = BENCH MARK DISK
 DL0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0249_STAMPING: D 201 1960
 DL0249_MARK LOGO: CGS
 DL0249_PROJECTION: PROJECTING 15 CENTIMETERS
 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             CGS
 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 COAST AND GEODETIC SURVEY 1964
 DL0249'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0548 ***********************************************************************
 DL0548  DESIGNATION -  D 202
 DL0548  PID         -  DL0548
 DL0548  STATE/COUNTY-  AR/COLUMBIA
 DL0548  COUNTRY     -  US
 DL0548  USGS QUAD   -  MAGNOLIA (2017)
 DL0548
 DL0548                         *CURRENT SURVEY CONTROL
 DL0548  ______________________________________________________________________
 DL0548* NAD 83(1986) POSITION- 33 21 08.     (N) 093 14 46.     (W)   SCALED
 DL0548* NAVD 88 ORTHO HEIGHT -    85.312 (meters)      279.89  (feet) ADJUSTED
 DL0548  ______________________________________________________________________
 DL0548  GEOID HEIGHT    -        -26.505 (meters)                     GEOID18
 DL0548  DYNAMIC HEIGHT  -         85.221 (meters)      279.60  (feet) COMP
 DL0548  MODELED GRAVITY -    979,567.6   (mgal)                       NAVD 88
 DL0548
 DL0548  VERT ORDER      -  FIRST     CLASS II
 DL0548
 DL0548.The horizontal coordinates were scaled from a map and have
 DL0548.an estimated accuracy of +/- 6 seconds.
 DL0548
 DL0548.The orthometric height was determined by differential leveling and
 DL0548.adjusted by the NATIONAL GEODETIC SURVEY
 DL0548.in June 1991.
 DL0548
 DL0548.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0548.GEOID18 height accuracy estimate available here.
 DL0548
 DL0548.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS771903(NAD 83)
 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
 DL0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0548.See file dsdata.pdf to determine how the superseded data were derived.
 DL0548
 DL0548_MARKER: DB = BENCH MARK DISK
 DL0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0548_STAMPING: D 202 1960
 DL0548_MARK LOGO: CGS
 DL0548_PROJECTION: PROJECTING 10 CENTIMETERS
 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             CGS
 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 COAST AND GEODETIC SURVEY 1963
 DL0548'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0757 ***********************************************************************
 DL0757  DESIGNATION -  D 203 RESET
 DL0757  PID         -  DL0757
 DL0757  STATE/COUNTY-  AR/LAFAYETTE
 DL0757  COUNTRY     -  US
 DL0757  USGS QUAD   -  LEWISVILLE (2017)
 DL0757
 DL0757                         *CURRENT SURVEY CONTROL
 DL0757  ______________________________________________________________________
 DL0757* NAD 83(1986) POSITION- 33 21 16.     (N) 093 34 22.     (W)   SCALED
 DL0757* NAVD 88 ORTHO HEIGHT -    81.63  (+/-2cm)      267.8   (feet) VERTCON3
 DL0757  ______________________________________________________________________
 DL0757  GEOID HEIGHT    -        -26.715 (meters)                     GEOID18
 DL0757  VERT ORDER      -  THIRD (See Below)
 DL0757
 DL0757.The horizontal coordinates were scaled from a 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
 DL0757.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0757.GEOID18 height accuracy estimate available here.
 DL0757
 DL0757.The vertical order pertains to the NGVD 29 superseded value.
 DL0757
 DL0757.Click photographs - Photos may exist for this station.
 DL0757
 DL0757;                    North         East    Units  Estimated Accuracy
 DL0757;SPC AR S     -   477,410.      253,620.      MT  (+/- 180 meters Scaled)
 DL0757
 DL0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS467907(NAD 83)
 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
 DL0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0757.See file dsdata.pdf to determine how the superseded data were derived.
 DL0757
 DL0757_MARKER: DB = BENCH MARK DISK
 DL0757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0757_STAMPING: D 203 1960 RESET 1966
 DL0757_MARK LOGO: CGS
 DL0757_PROJECTION: PROJECTING 15 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 DL0257 ***********************************************************************
 DL0257  DESIGNATION -  D 204
 DL0257  PID         -  DL0257
 DL0257  STATE/COUNTY-  AR/OUACHITA
 DL0257  COUNTRY     -  US
 DL0257  USGS QUAD   -  BUENA VISTA (2017)
 DL0257
 DL0257                         *CURRENT SURVEY CONTROL
 DL0257  ______________________________________________________________________
 DL0257* NAD 83(1986) POSITION- 33 29 30.     (N) 092 56 18.     (W)   SCALED
 DL0257* NAVD 88 ORTHO HEIGHT -    72.771 (meters)      238.75  (feet) ADJUSTED
 DL0257  ______________________________________________________________________
 DL0257  GEOID HEIGHT    -        -26.326 (meters)                     GEOID18
 DL0257  DYNAMIC HEIGHT  -         72.695 (meters)      238.50  (feet) COMP
 DL0257  MODELED GRAVITY -    979,589.2   (mgal)                       NAVD 88
 DL0257
 DL0257  VERT ORDER      -  FIRST     CLASS II
 DL0257
 DL0257.The horizontal coordinates were scaled from a map and have
 DL0257.an estimated accuracy of +/- 6 seconds.
 DL0257
 DL0257.The orthometric height was determined by differential leveling and
 DL0257.adjusted by the NATIONAL GEODETIC SURVEY
 DL0257.in June 1991.
 DL0257
 DL0257.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0257.GEOID18 height accuracy estimate available here.
 DL0257
 DL0257.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT057057(NAD 83)
 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
 DL0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0257.See file dsdata.pdf to determine how the superseded data were derived.
 DL0257
 DL0257_MARKER: DB = BENCH MARK DISK
 DL0257_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0257_STAMPING: D 204 1960
 DL0257_MARK LOGO: CGS
 DL0257_MAGNETIC: P = MARKER IS A STEEL PIPE
 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             CGS
 DL0257  HISTORY     - 20110921 MARK NOT FOUND   ARHD
 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 COAST AND GEODETIC SURVEY 1964
 DL0257'RECOVERED IN GOOD CONDITION.
 DL0257
 DL0257                          STATION RECOVERY (2011)
 DL0257
 DL0257'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (AMC)
 DL0257'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0663 ***********************************************************************
 DL0663  DESIGNATION -  D 205
 DL0663  PID         -  DL0663
 DL0663  STATE/COUNTY-  AR/COLUMBIA
 DL0663  COUNTRY     -  US
 DL0663  USGS QUAD   -  EMERSON (2017)
 DL0663
 DL0663                         *CURRENT SURVEY CONTROL
 DL0663  ______________________________________________________________________
 DL0663* NAD 83(1986) POSITION- 33 04 05.     (N) 093 11 06.     (W)   SCALED
 DL0663* NAVD 88 ORTHO HEIGHT -    92.189 (meters)      302.46  (feet) ADJUSTED
 DL0663  ______________________________________________________________________
 DL0663  GEOID HEIGHT    -        -26.236 (meters)                     GEOID18
 DL0663  DYNAMIC HEIGHT  -         92.088 (meters)      302.13  (feet) COMP
 DL0663  MODELED GRAVITY -    979,545.9   (mgal)                       NAVD 88
 DL0663
 DL0663  VERT ORDER      -  SECOND    CLASS 0
 DL0663
 DL0663.The horizontal coordinates were scaled from a map and have
 DL0663.an estimated accuracy of +/- 6 seconds.
 DL0663
 DL0663.The orthometric height was determined by differential leveling and
 DL0663.adjusted by the NATIONAL GEODETIC SURVEY
 DL0663.in June 1991.
 DL0663
 DL0663.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0663.GEOID18 height accuracy estimate available here.
 DL0663
 DL0663.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS827588(NAD 83)
 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
 DL0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0663.See file dsdata.pdf to determine how the superseded data were derived.
 DL0663
 DL0663_MARKER: DB = BENCH MARK DISK
 DL0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0663_STAMPING: D 205 1960
 DL0663_MARK LOGO: CGS
 DL0663_PROJECTION: PROJECTING 15 CENTIMETERS
 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             CGS
 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 COAST AND GEODETIC SURVEY 1963
 DL0663'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1533 ***********************************************************************
 FF1533  DESIGNATION -  D 206
 FF1533  PID         -  FF1533
 FF1533  STATE/COUNTY-  AR/WHITE
 FF1533  COUNTRY     -  US
 FF1533  USGS QUAD   -  GARNER (2017)
 FF1533
 FF1533                         *CURRENT SURVEY CONTROL
 FF1533  ______________________________________________________________________
 FF1533* NAD 83(1986) POSITION- 35 14 49.     (N) 091 47 34.     (W)   SCALED
 FF1533* NAVD 88 ORTHO HEIGHT -    97.278 (meters)      319.15  (feet) ADJUSTED
 FF1533  ______________________________________________________________________
 FF1533  GEOID HEIGHT    -        -27.381 (meters)                     GEOID18
 FF1533  DYNAMIC HEIGHT  -         97.190 (meters)      318.86  (feet) COMP
 FF1533  MODELED GRAVITY -    979,729.2   (mgal)                       NAVD 88
 FF1533
 FF1533  VERT ORDER      -  SECOND    CLASS 0
 FF1533
 FF1533.The horizontal coordinates were scaled from a map and have
 FF1533.an estimated accuracy of +/- 6 seconds.
 FF1533
 FF1533.The orthometric height was determined by differential leveling and
 FF1533.adjusted by the NATIONAL GEODETIC SURVEY
 FF1533.in June 1991.
 FF1533
 FF1533.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1533.GEOID18 height accuracy estimate available here.
 FF1533
 FF1533.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV098010(NAD 83)
 FF1533
 FF1533                          SUPERSEDED SURVEY CONTROL
 FF1533
 FF1533  NGVD 29 (11/26/84)   97.225  (m)          318.98   (f) ADJUSTED    2 0
 FF1533
 FF1533.Superseded values are not recommended for survey control.
 FF1533
 FF1533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1533.See file dsdata.pdf to determine how the superseded data were derived.
 FF1533
 FF1533_MARKER: DB = BENCH MARK DISK
 FF1533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1533_STAMPING: D 206 1962
 FF1533_MARK LOGO: CGS
 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  HISTORY     - 20130604 MARK NOT FOUND   ARHD
 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.
 FF1533
 FF1533                          STATION RECOVERY (2013)
 FF1533
 FF1533'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (BAB)
 FF1533'UNABLE TO LOCATE DUE TO UTILITY WORK IN THE AREA.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0188 ***********************************************************************
 FG0188  DESIGNATION -  D 207
 FG0188  PID         -  FG0188
 FG0188  STATE/COUNTY-  AR/CLEBURNE
 FG0188  COUNTRY     -  US
 FG0188  USGS QUAD   -  QUITMAN (2017)
 FG0188
 FG0188                         *CURRENT SURVEY CONTROL
 FG0188  ______________________________________________________________________
 FG0188* NAD 83(1986) POSITION- 35 23 27.     (N) 092 11 55.     (W)   SCALED
 FG0188* NAVD 88 ORTHO HEIGHT -   191.791 (meters)      629.23  (feet) ADJUSTED
 FG0188  ______________________________________________________________________
 FG0188  GEOID HEIGHT    -        -27.690 (meters)                     GEOID18
 FG0188  DYNAMIC HEIGHT  -        191.614 (meters)      628.65  (feet) COMP
 FG0188  MODELED GRAVITY -    979,708.9   (mgal)                       NAVD 88
 FG0188
 FG0188  VERT ORDER      -  SECOND    CLASS 0
 FG0188
 FG0188.The horizontal coordinates were scaled from a map and have
 FG0188.an estimated accuracy of +/- 6 seconds.
 FG0188
 FG0188.The orthometric height was determined by differential leveling and
 FG0188.adjusted by the NATIONAL GEODETIC SURVEY
 FG0188.in June 1991.
 FG0188
 FG0188.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0188.GEOID18 height accuracy estimate available here.
 FG0188
 FG0188.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV727166(NAD 83)
 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
 FG0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0188.See file dsdata.pdf to determine how the superseded data were derived.
 FG0188
 FG0188_MARKER: DB = BENCH MARK DISK
 FG0188_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FG0188_SP_SET: BRIDGE
 FG0188_STAMPING: D 207 1962
 FG0188_MARK LOGO: CGS
 FG0188_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG0188
 FG0188  HISTORY     - Date     Condition        Report By
 FG0188  HISTORY     - 1962     MONUMENTED       CGS
 FG0188  HISTORY     - 20150411 MARK NOT FOUND   ARHD
 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.
 FG0188
 FG0188                          STATION RECOVERY (2015)
 FG0188
 FG0188'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (WDA)
 FG0188'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0149 ***********************************************************************
 FG0149  DESIGNATION -  D 208
 FG0149  PID         -  FG0149
 FG0149  STATE/COUNTY-  AR/FAULKNER
 FG0149  COUNTRY     -  US
 FG0149  USGS QUAD   -  ROSE BUD (2017)
 FG0149
 FG0149                         *CURRENT SURVEY CONTROL
 FG0149  ______________________________________________________________________
 FG0149* NAD 83(1986) POSITION- 35 17 28.98   (N) 092 07 20.02   (W)   HD_HELD1
 FG0149* NAVD 88 ORTHO HEIGHT -   170.246 (meters)      558.55  (feet) ADJUSTED
 FG0149  ______________________________________________________________________
 FG0149  GEOID HEIGHT    -        -27.635 (meters)                     GEOID18
 FG0149  DYNAMIC HEIGHT  -        170.086 (meters)      558.02  (feet) COMP
 FG0149  MODELED GRAVITY -    979,694.5   (mgal)                       NAVD 88
 FG0149
 FG0149  VERT ORDER      -  SECOND    CLASS 0
 FG0149
 FG0149.The horizontal coordinates were determined by differentially corrected
 FG0149.hand held GPS observations or other comparable positioning techniques
 FG0149.and have an estimated accuracy of +/- 3 meters.
 FG0149
 FG0149.The orthometric height was determined by differential leveling and
 FG0149.adjusted by the NATIONAL GEODETIC SURVEY
 FG0149.in June 1991.
 FG0149
 FG0149.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0149.GEOID18 height accuracy estimate available here.
 FG0149
 FG0149.Click photographs - Photos may exist for this station.
 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     -   106,294.2     388,882.3     MT  (+/- 3 meters HH1 GPS) 
 FG0149
 FG0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV7981405710(NAD 83)
 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
 FG0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0149.See file dsdata.pdf to determine how the superseded data were derived.
 FG0149
 FG0149_MARKER: DB = BENCH MARK DISK
 FG0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0149_STAMPING: D 208 1962
 FG0149_MARK LOGO: CGS
 FG0149_PROJECTION: PROJECTING 5 CENTIMETERS
 FG0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0149+STABILITY: SURFACE MOTION
 FG0149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG0149+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2014
 FG0149
 FG0149  HISTORY     - Date     Condition        Report By
 FG0149  HISTORY     - 1962     MONUMENTED       CGS
 FG0149  HISTORY     - 20141013 GOOD             ARHD
 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.
 FG0149
 FG0149                          STATION RECOVERY (2014)
 FG0149
 FG0149'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (JDH)
 FG0149'IT IS 45 FEET NORTH OF THE NORTH END OF A METAL GATE, 1 FOOT NORTH OF
 FG0149'A NEW WITNESS POST AND IT'S RIGHT UNDERNEATH A FENCE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0224 ***********************************************************************
 FG0224  DESIGNATION -  D 209
 FG0224  PID         -  FG0224
 FG0224  STATE/COUNTY-  AR/FAULKNER
 FG0224  COUNTRY     -  US
 FG0224  USGS QUAD   -  DAMASCUS (2017)
 FG0224
 FG0224                         *CURRENT SURVEY CONTROL
 FG0224  ______________________________________________________________________
 FG0224* NAD 83(1986) POSITION- 35 21 52.     (N) 092 24 40.     (W)   SCALED
 FG0224* NAVD 88 ORTHO HEIGHT -   205.089 (meters)      672.86  (feet) ADJUSTED
 FG0224  ______________________________________________________________________
 FG0224  GEOID HEIGHT    -        -27.997 (meters)                     GEOID18
 FG0224  DYNAMIC HEIGHT  -        204.899 (meters)      672.24  (feet) COMP
 FG0224  MODELED GRAVITY -    979,703.1   (mgal)                       NAVD 88
 FG0224
 FG0224  VERT ORDER      -  SECOND    CLASS 0
 FG0224
 FG0224.The horizontal coordinates were scaled from a map and have
 FG0224.an estimated accuracy of +/- 6 seconds.
 FG0224
 FG0224.The orthometric height was determined by differential leveling and
 FG0224.adjusted by the NATIONAL GEODETIC SURVEY
 FG0224.in June 1991.
 FG0224
 FG0224.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0224.GEOID18 height accuracy estimate available here.
 FG0224
 FG0224.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV534136(NAD 83)
 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
 FG0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0224.See file dsdata.pdf to determine how the superseded data were derived.
 FG0224
 FG0224_MARKER: DB = BENCH MARK DISK
 FG0224_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FG0224_SP_SET: CULVERT HEADWALL
 FG0224_STAMPING: D 209 1962
 FG0224_MARK LOGO: CGS
 FG0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0224+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EK0011 ***********************************************************************
 EK0011  DESIGNATION -  D 21
 EK0011  PID         -  EK0011
 EK0011  STATE/COUNTY-  AR/SCOTT
 EK0011  COUNTRY     -  US
 EK0011  USGS QUAD   -  ACORN (2017)
 EK0011
 EK0011                         *CURRENT SURVEY CONTROL
 EK0011  ______________________________________________________________________
 EK0011* NAD 83(1986) POSITION- 34 43 26.     (N) 094 08 04.     (W)   SCALED
 EK0011* NAVD 88 ORTHO HEIGHT -   255.463 (meters)      838.13  (feet) ADJUSTED
 EK0011  ______________________________________________________________________
 EK0011  GEOID HEIGHT    -        -30.435 (meters)                     GEOID18
 EK0011  DYNAMIC HEIGHT  -        255.192 (meters)      837.24  (feet) COMP
 EK0011  MODELED GRAVITY -    979,570.4   (mgal)                       NAVD 88
 EK0011
 EK0011  VERT ORDER      -  FIRST     CLASS II
 EK0011
 EK0011.The horizontal coordinates were scaled from a map and have
 EK0011.an estimated accuracy of +/- 6 seconds.
 EK0011
 EK0011.The orthometric height was determined by differential leveling and
 EK0011.adjusted by the NATIONAL GEODETIC SURVEY
 EK0011.in June 1991.
 EK0011
 EK0011.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0011.GEOID18 height accuracy estimate available here.
 EK0011
 EK0011.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU961430(NAD 83)
 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
 EK0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0011.See file dsdata.pdf to determine how the superseded data were derived.
 EK0011
 EK0011_MARKER: DB = BENCH MARK DISK
 EK0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0011_STAMPING: D 21 1932
 EK0011_MARK LOGO: CGS
 EK0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0011+STABILITY: SURFACE MOTION
 EK0011
 EK0011  HISTORY     - Date     Condition        Report By
 EK0011  HISTORY     - 1932     MONUMENTED       CGS
 EK0011
 EK0011                          STATION DESCRIPTION
 EK0011
 EK0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (ALW)
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0346 ***********************************************************************
 FG0346  DESIGNATION -  D 210
 FG0346  PID         -  FG0346
 FG0346  STATE/COUNTY-  AR/CONWAY
 FG0346  COUNTRY     -  US
 FG0346  USGS QUAD   -  SOLGOHACHIA (2017)
 FG0346
 FG0346                         *CURRENT SURVEY CONTROL
 FG0346  ______________________________________________________________________
 FG0346* NAD 83(1986) POSITION- 35 18 44.     (N) 092 43 52.     (W)   SCALED
 FG0346* NAVD 88 ORTHO HEIGHT -   186.343 (meters)      611.36  (feet) ADJUSTED
 FG0346  ______________________________________________________________________
 FG0346  GEOID HEIGHT    -        -28.525 (meters)                     GEOID18
 FG0346  DYNAMIC HEIGHT  -        186.167 (meters)      610.78  (feet) COMP
 FG0346  MODELED GRAVITY -    979,686.9   (mgal)                       NAVD 88
 FG0346
 FG0346  VERT ORDER      -  SECOND    CLASS 0
 FG0346
 FG0346.The horizontal coordinates were scaled from a map and have
 FG0346.an estimated accuracy of +/- 6 seconds.
 FG0346
 FG0346.The orthometric height was determined by differential leveling and
 FG0346.adjusted by the NATIONAL GEODETIC SURVEY
 FG0346.in June 1991.
 FG0346
 FG0346.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0346.GEOID18 height accuracy estimate available here.
 FG0346
 FG0346.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV244077(NAD 83)
 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
 FG0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0346.See file dsdata.pdf to determine how the superseded data were derived.
 FG0346
 FG0346_MARKER: DB = BENCH MARK DISK
 FG0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0346_STAMPING: D 210 1962
 FG0346_MARK LOGO: CGS
 FG0346_PROJECTION: PROJECTING 8 CENTIMETERS
 FG0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0346+STABILITY: SURFACE MOTION
 FG0346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG0346+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2010
 FG0346
 FG0346  HISTORY     - Date     Condition        Report By
 FG0346  HISTORY     - 1962     MONUMENTED       CGS
 FG0346  HISTORY     - 20100114 GOOD             ARHD
 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.
 FG0346
 FG0346                          STATION RECOVERY (2010)
 FG0346
 FG0346'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2010 (JDH)
 FG0346'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FE1930 ***********************************************************************
 FE1930  DESIGNATION -  D 213
 FE1930  PID         -  FE1930
 FE1930  STATE/COUNTY-  AR/MISSISSIPPI
 FE1930  COUNTRY     -  US
 FE1930  USGS QUAD   -  ROSA (2017)
 FE1930
 FE1930                         *CURRENT SURVEY CONTROL
 FE1930  ______________________________________________________________________
 FE1930* NAD 83(1986) POSITION- 35 50 56.     (N) 089 49 18.     (W)   SCALED
 FE1930* NAVD 88 ORTHO HEIGHT -    83.169 (meters)      272.86  (feet) ADJUSTED
 FE1930  ______________________________________________________________________
 FE1930  GEOID HEIGHT    -        -27.909 (meters)                     GEOID18
 FE1930  DYNAMIC HEIGHT  -         83.099 (meters)      272.63  (feet) COMP
 FE1930  MODELED GRAVITY -    979,790.1   (mgal)                       NAVD 88
 FE1930
 FE1930  VERT ORDER      -  FIRST     CLASS I
 FE1930
 FE1930.The horizontal coordinates were scaled from a map and have
 FE1930.an estimated accuracy of +/- 6 seconds.
 FE1930
 FE1930.The orthometric height was determined by differential leveling and
 FE1930.adjusted by the NATIONAL GEODETIC SURVEY
 FE1930.in June 1991.
 FE1930
 FE1930.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE1930.GEOID18 height accuracy estimate available here.
 FE1930
 FE1930.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE451708(NAD 83)
 FE1930
 FE1930                          SUPERSEDED SURVEY CONTROL
 FE1930
 FE1930  NGVD 29 (11/26/84)   83.104  (m)          272.65   (f) ADJUSTED    1 1
 FE1930
 FE1930.Superseded values are not recommended for survey control.
 FE1930
 FE1930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1930.See file dsdata.pdf to determine how the superseded data were derived.
 FE1930
 FE1930_MARKER: DV = VERTICAL CONTROL DISK
 FE1930_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1930_STAMPING: D 213 1976
 FE1930_MARK LOGO: NGS
 FE1930_MAGNETIC: I = MARKER IS A STEEL ROD
 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             USACE
 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 ARMY CORPS OF ENGINEERS 2000 (JMH)
 FE1930'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FE1944 ***********************************************************************
 FE1944  DESIGNATION -  D 214
 FE1944  PID         -  FE1944
 FE1944  STATE/COUNTY-  AR/MISSISSIPPI
 FE1944  COUNTRY     -  US
 FE1944  USGS QUAD   -  LUXORA (2017)
 FE1944
 FE1944                         *CURRENT SURVEY CONTROL
 FE1944  ______________________________________________________________________
 FE1944* NAD 83(1986) POSITION- 35 46 27.2    (N) 089 52 59.0    (W)   HD_HELD2
 FE1944* NAVD 88 ORTHO HEIGHT -    82.174 (meters)      269.60  (feet) ADJUSTED
 FE1944  ______________________________________________________________________
 FE1944  GEOID HEIGHT    -        -27.765 (meters)                     GEOID18
 FE1944  DYNAMIC HEIGHT  -         82.105 (meters)      269.37  (feet) COMP
 FE1944  MODELED GRAVITY -    979,788.5   (mgal)                       NAVD 88
 FE1944
 FE1944  VERT ORDER      -  FIRST     CLASS II
 FE1944
 FE1944.The horizontal coordinates were established by autonomous hand held GPS
 FE1944.observations and have an estimated accuracy of +/- 10 meters.
 FE1944
 FE1944.The orthometric height was determined by differential leveling and
 FE1944.adjusted by the NATIONAL GEODETIC SURVEY
 FE1944.in June 2020.
 FE1944
 FE1944.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE1944.GEOID18 height accuracy estimate available here.
 FE1944
 FE1944.Click photographs - Photos may exist for this station.
 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     -   161,913.      591,388.      MT  (+/- 10 meters HH2 GPS)
 FE1944
 FE1944_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3938362741(NAD 83)
 FE1944
 FE1944                          SUPERSEDED SURVEY CONTROL
 FE1944
 FE1944  NAVD 88 (06/15/91)   82.199  (m)          269.68   (f) SUPERSEDED  1 1
 FE1944  NGVD 29 (11/26/84)   82.141  (m)          269.49   (f) ADJUSTED    1 1
 FE1944
 FE1944.Superseded values are not recommended for survey control.
 FE1944
 FE1944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1944.See file dsdata.pdf to determine how the superseded data were derived.
 FE1944
 FE1944_MARKER: DV = VERTICAL CONTROL DISK
 FE1944_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FE1944+WITH SETTING: INTO GROUND
 FE1944_STAMPING: D 214 1976
 FE1944_MARK LOGO: NGS
 FE1944_PROJECTION: FLUSH
 FE1944_MAGNETIC: I = MARKER IS A STEEL ROD
 FE1944_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1944_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1944+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2019
 FE1944
 FE1944  HISTORY     - Date     Condition        Report By
 FE1944  HISTORY     - 1976     MONUMENTED       NGS
 FE1944  HISTORY     - 20020727 GOOD             USACE
 FE1944  HISTORY     - 20080625 GOOD             USACE
 FE1944  HISTORY     - 20190717 GOOD             ARHD
 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.
 FE1944
 FE1944                          STATION RECOVERY (2008)
 FE1944
 FE1944'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2008 (DLB)
 FE1944'RECOVERED IN GOOD CONDITION.
 FE1944
 FE1944                          STATION RECOVERY (2019)
 FE1944
 FE1944'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2019 (JDH)
 FE1944'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FE1945 ***********************************************************************
 FE1945  DESIGNATION -  D 215
 FE1945  PID         -  FE1945
 FE1945  STATE/COUNTY-  AR/MISSISSIPPI
 FE1945  COUNTRY     -  US
 FE1945  USGS QUAD   -  LUXORA (2017)
 FE1945
 FE1945                         *CURRENT SURVEY CONTROL
 FE1945  ______________________________________________________________________
 FE1945* NAD 83(1986) POSITION- 35 45 58.     (N) 089 53 53.     (W)   SCALED
 FE1945* NAVD 88 ORTHO HEIGHT -    81.854 (meters)      268.55  (feet) ADJUSTED
 FE1945  ______________________________________________________________________
 FE1945  GEOID HEIGHT    -        -27.757 (meters)                     GEOID18
 FE1945  DYNAMIC HEIGHT  -         81.785 (meters)      268.32  (feet) COMP
 FE1945  MODELED GRAVITY -    979,787.8   (mgal)                       NAVD 88
 FE1945
 FE1945  VERT ORDER      -  FIRST     CLASS II
 FE1945
 FE1945.The horizontal coordinates were scaled from a map and have
 FE1945.an estimated accuracy of +/- 6 seconds.
 FE1945
 FE1945.The orthometric height was determined by differential leveling and
 FE1945.adjusted by the NATIONAL GEODETIC SURVEY
 FE1945.in June 2020.
 FE1945
 FE1945.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE1945.GEOID18 height accuracy estimate available here.
 FE1945
 FE1945.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE380618(NAD 83)
 FE1945
 FE1945                          SUPERSEDED SURVEY CONTROL
 FE1945
 FE1945  NAVD 88 (06/15/91)   81.880  (m)          268.63   (f) SUPERSEDED  1 1
 FE1945  NGVD 29 (11/26/84)   81.824  (m)          268.45   (f) ADJUSTED    1 1
 FE1945
 FE1945.Superseded values are not recommended for survey control.
 FE1945
 FE1945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1945.See file dsdata.pdf to determine how the superseded data were derived.
 FE1945
 FE1945_MARKER: DV = VERTICAL CONTROL DISK
 FE1945_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 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 - April 06, 2021
 FE1945
 FE1945  HISTORY     - Date     Condition        Report By
 FE1945  HISTORY     - 1976     MONUMENTED       NGS
 FE1945  HISTORY     - 20000925 GOOD             USACE
 FE1945  HISTORY     - 20080625 GOOD             USACE
 FE1945  HISTORY     - 20190417 GOOD             ARHD
 FE1945  HISTORY     - 20210406 GOOD             ARHD
 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 ARMY CORPS OF ENGINEERS 2000 (JMH)
 FE1945'RECOVERED IN GOOD CONDITION.
 FE1945
 FE1945                          STATION RECOVERY (2008)
 FE1945
 FE1945'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2008 (DLB)
 FE1945'RECOVERED IN GOOD CONDITION.
 FE1945
 FE1945                          STATION RECOVERY (2019)
 FE1945
 FE1945'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2019 (JDH)
 FE1945'RECOVERED IN GOOD CONDITION.
 FE1945
 FE1945                          STATION RECOVERY (2021)
 FE1945
 FE1945'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2021 (JH)
 FE1945'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH0990 ***********************************************************************
 EH0990  DESIGNATION -  D 216
 EH0990  PID         -  EH0990
 EH0990  STATE/COUNTY-  AR/LEE
 EH0990  COUNTRY     -  US
 EH0990  USGS QUAD   -  LA GRANGE (2017)
 EH0990
 EH0990                         *CURRENT SURVEY CONTROL
 EH0990  ______________________________________________________________________
 EH0990* NAD 83(1986) POSITION- 34 39 04.     (N) 090 37 59.     (W)   SCALED
 EH0990* NAVD 88 ORTHO HEIGHT -    58.814 (meters)      192.96  (feet) ADJUSTED
 EH0990  ______________________________________________________________________
 EH0990  GEOID HEIGHT    -        -26.975 (meters)                     GEOID18
 EH0990  DYNAMIC HEIGHT  -         58.758 (meters)      192.78  (feet) COMP
 EH0990  MODELED GRAVITY -    979,682.5   (mgal)                       NAVD 88
 EH0990
 EH0990  VERT ORDER      -  FIRST     CLASS II
 EH0990
 EH0990.The horizontal coordinates were scaled from a map and have
 EH0990.an estimated accuracy of +/- 6 seconds.
 EH0990
 EH0990.The orthometric height was determined by differential leveling and
 EH0990.adjusted by the NATIONAL GEODETIC SURVEY
 EH0990.in June 1991.
 EH0990
 EH0990.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0990.GEOID18 height accuracy estimate available here.
 EH0990
 EH0990.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU169369(NAD 83)
 EH0990
 EH0990                          SUPERSEDED SURVEY CONTROL
 EH0990
 EH0990  NGVD 29 (11/26/84)   58.846  (m)          193.06   (f) ADJUSTED    1 2
 EH0990
 EH0990.Superseded values are not recommended for survey control.
 EH0990
 EH0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0990.See file dsdata.pdf to determine how the superseded data were derived.
 EH0990
 EH0990_MARKER: DV = VERTICAL CONTROL DISK
 EH0990_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH0990_STAMPING: D 216 1976
 EH0990_MARK LOGO: NGS
 EH0990_MAGNETIC: I = MARKER IS A STEEL ROD
 EH0990_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0990_ROD/PIPE-DEPTH: 14.6 meters
 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 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 FT ENCASED IN A PIPE 30 FT BELOW LEVEE 2 FT NORTH OF A
 EH0990'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1096 ***********************************************************************
 FF1096  DESIGNATION -  D 217
 FF1096  PID         -  FF1096
 FF1096  STATE/COUNTY-  AR/CRITTENDEN
 FF1096  COUNTRY     -  US
 FF1096  USGS QUAD   -  JERICHO (2017)
 FF1096
 FF1096                         *CURRENT SURVEY CONTROL
 FF1096  ______________________________________________________________________
 FF1096* NAD 83(1997) POSITION- 35 16 15.34985(N) 090 10 08.98329(W)   ADJUSTED
 FF1096* NAVD 88 ORTHO HEIGHT -    68.123 (meters)      223.50  (feet) ADJUSTED
 FF1096  ______________________________________________________________________
 FF1096  GEOID HEIGHT    -        -27.366 (meters)                     GEOID18
 FF1096  LAPLACE CORR    -          0.15  (seconds)                    DEFLEC18
 FF1096  DYNAMIC HEIGHT  -         68.062 (meters)      223.30  (feet) COMP
 FF1096  MODELED GRAVITY -    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 and
 FF1096.adjusted by the NATIONAL GEODETIC SURVEY
 FF1096.in June 1991.
 FF1096
 FF1096.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1096.GEOID18 height accuracy estimate available here.
 FF1096
 FF1096.Click photographs - Photos may exist for this station.
 FF1096
 FF1096.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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  =   1.00041083
 FF1096
 FF1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV5749906763(NAD 83)
 FF1096
 FF1096                          SUPERSEDED SURVEY CONTROL
 FF1096
 FF1096  NAD 83(1995)-  35 16 15.35011(N)    090 10 08.98321(W) AD(       ) 2
 FF1096  NAD 83(1993)-  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              68.11   (m)          223.5    (f) LEVELING    3  
 FF1096  NGVD 29 (11/26/84)   68.107  (m)          223.45   (f) ADJUSTED    1 1
 FF1096
 FF1096.Superseded values are not recommended for survey control.
 FF1096
 FF1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1096.See file dsdata.pdf to determine how the superseded data were derived.
 FF1096
 FF1096_MARKER: DV = VERTICAL CONTROL DISK
 FF1096_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FF1096_STAMPING: D 217 1976
 FF1096_MARK LOGO: NGS
 FF1096_MAGNETIC: I = MARKER IS A STEEL ROD
 FF1096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1066 ***********************************************************************
 FF1066  DESIGNATION -  D 218
 FF1066  PID         -  FF1066
 FF1066  STATE/COUNTY-  AR/CRITTENDEN
 FF1066  COUNTRY     -  US
 FF1066  USGS QUAD   -  NORTHWEST MEMPHIS (2019)
 FF1066
 FF1066                         *CURRENT SURVEY CONTROL
 FF1066  ______________________________________________________________________
 FF1066* NAD 83(1986) POSITION- 35 10 48.7    (N) 090 07 26.2    (W)   HD_HELD2
 FF1066* NAVD 88 ORTHO HEIGHT -    66.620 (meters)      218.57  (feet) ADJUSTED
 FF1066  ______________________________________________________________________
 FF1066  GEOID HEIGHT    -        -27.328 (meters)                     GEOID18
 FF1066  DYNAMIC HEIGHT  -         66.560 (meters)      218.37  (feet) COMP
 FF1066  MODELED GRAVITY -    979,734.8   (mgal)                       NAVD 88
 FF1066
 FF1066  VERT ORDER      -  SECOND    CLASS I
 FF1066
 FF1066.The horizontal coordinates were established by autonomous hand held GPS
 FF1066.observations and have an estimated accuracy of +/- 10 meters.
 FF1066
 FF1066.The orthometric height was determined by differential leveling and
 FF1066.adjusted by the NATIONAL GEODETIC SURVEY
 FF1066.in January 2022.
 FF1066
 FF1066.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1066.GEOID18 height accuracy estimate available here.
 FF1066
 FF1066.Click photographs - Photos may exist for this station.
 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     -    95,580.      570,868.      MT  (+/- 10 meters HH2 GPS)
 FF1066
 FF1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6190596815(NAD 83)
 FF1066
 FF1066                          SUPERSEDED SURVEY CONTROL
 FF1066
 FF1066  NAVD 88 (06/15/91)   66.608  (m)          218.53   (f) SUPERSEDED  1 1
 FF1066  NGVD 29 (11/26/84)   66.592  (m)          218.48   (f) ADJUSTED    1 1
 FF1066
 FF1066.Superseded values are not recommended for survey control.
 FF1066
 FF1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1066.See file dsdata.pdf to determine how the superseded data were derived.
 FF1066
 FF1066_MARKER: DV = VERTICAL CONTROL DISK
 FF1066_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FF1066_STAMPING: D 218 1976
 FF1066_MARK LOGO: NGS
 FF1066_PROJECTION: FLUSH
 FF1066_MAGNETIC: I = MARKER IS A STEEL ROD
 FF1066_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF1066_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF1066+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2021
 FF1066
 FF1066  HISTORY     - Date     Condition        Report By
 FF1066  HISTORY     - 1976     MONUMENTED       NGS
 FF1066  HISTORY     - 20030127 GOOD             USACE
 FF1066  HISTORY     - 20210607 GOOD             ARHD
 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.
 FF1066
 FF1066                          STATION RECOVERY (2021)
 FF1066
 FF1066'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2021 (JDH)
 FF1066'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH0200 ***********************************************************************
 EH0200  DESIGNATION -  D 219
 EH0200  PID         -  EH0200
 EH0200  STATE/COUNTY-  AR/CRITTENDEN
 EH0200  COUNTRY     -  US
 EH0200  USGS QUAD   -  HORSESHOE LAKE (2017)
 EH0200
 EH0200                         *CURRENT SURVEY CONTROL
 EH0200  ______________________________________________________________________
 EH0200* NAD 83(1986) POSITION- 34 54 30.     (N) 090 17 04.     (W)   SCALED
 EH0200* NAVD 88 ORTHO HEIGHT -    64.958 (meters)      213.12  (feet) ADJUSTED
 EH0200  ______________________________________________________________________
 EH0200  GEOID HEIGHT    -        -27.228 (meters)                     GEOID18
 EH0200  DYNAMIC HEIGHT  -         64.897 (meters)      212.92  (feet) COMP
 EH0200  MODELED GRAVITY -    979,706.4   (mgal)                       NAVD 88
 EH0200
 EH0200  VERT ORDER      -  FIRST     CLASS II
 EH0200
 EH0200.The horizontal coordinates were scaled from a map and have
 EH0200.an estimated accuracy of +/- 6 seconds.
 EH0200
 EH0200.The orthometric height was determined by differential leveling and
 EH0200.adjusted by the NATIONAL GEODETIC SURVEY
 EH0200.in June 1991.
 EH0200
 EH0200.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0200.GEOID18 height accuracy estimate available here.
 EH0200
 EH0200.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU481662(NAD 83)
 EH0200
 EH0200                          SUPERSEDED SURVEY CONTROL
 EH0200
 EH0200  NGVD 29 (11/26/84)   64.973  (m)          213.17   (f) ADJUSTED    1 2
 EH0200
 EH0200.Superseded values are not recommended for survey control.
 EH0200
 EH0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0200.See file dsdata.pdf to determine how the superseded data were derived.
 EH0200
 EH0200_MARKER: DV = VERTICAL CONTROL DISK
 EH0200_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH0200_STAMPING: D 219 1976
 EH0200_MARK LOGO: NGS
 EH0200_MAGNETIC: I = MARKER IS A STEEL ROD
 EH0200_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0200_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0200+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2013
 EH0200_ROD/PIPE-DEPTH: 8.8 meters
 EH0200
 EH0200  HISTORY     - Date     Condition        Report By
 EH0200  HISTORY     - 1976     MONUMENTED       NGS
 EH0200  HISTORY     - 1976     GOOD             NGS
 EH0200  HISTORY     - 20001010 GOOD             USACE
 EH0200  HISTORY     - 20130824 GOOD             USACE
 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 ARMY CORPS OF ENGINEERS 2000 (JMH)
 EH0200'RECOVERED IN GOOD CONDITION.  NOTE- DESCRIPTION STATES DISK ON ROD.
 EH0200'MARK IS ROD ONLY.
 EH0200
 EH0200                          STATION RECOVERY (2013)
 EH0200
 EH0200'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2013 (DLB)
 EH0200'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EK0132 ***********************************************************************
 EK0132  DESIGNATION -  D 22
 EK0132  PID         -  EK0132
 EK0132  STATE/COUNTY-  AR/SEVIER
 EK0132  COUNTRY     -  US
 EK0132  USGS QUAD   -  DE QUEEN (2017)
 EK0132
 EK0132                         *CURRENT SURVEY CONTROL
 EK0132  ______________________________________________________________________
 EK0132* NAD 83(1986) POSITION- 34 02 15.     (N) 094 20 12.     (W)   SCALED
 EK0132* NAVD 88 ORTHO HEIGHT -   117.699 (meters)      386.15  (feet) ADJUSTED
 EK0132  ______________________________________________________________________
 EK0132  GEOID HEIGHT    -        -27.864 (meters)                     GEOID18
 EK0132  DYNAMIC HEIGHT  -        117.578 (meters)      385.75  (feet) COMP
 EK0132  MODELED GRAVITY -    979,612.5   (mgal)                       NAVD 88
 EK0132
 EK0132  VERT ORDER      -  FIRST     CLASS II
 EK0132
 EK0132.The horizontal coordinates were scaled from a map and have
 EK0132.an estimated accuracy of +/- 6 seconds.
 EK0132
 EK0132.The orthometric height was determined by differential leveling and
 EK0132.adjusted by the NATIONAL GEODETIC SURVEY
 EK0132.in June 1991.
 EK0132
 EK0132.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0132.GEOID18 height accuracy estimate available here.
 EK0132
 EK0132.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT766671(NAD 83)
 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
 EK0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0132.See file dsdata.pdf to determine how the superseded data were derived.
 EK0132
 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     - 1934     GOOD             CGS
 EK0132  HISTORY     - 1962     GOOD             CGS
 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 COAST AND GEODETIC SURVEY 1934
 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG0099 ***********************************************************************
 FG0099  DESIGNATION -  D 22
 FG0099  PID         -  FG0099
 FG0099  STATE/COUNTY-  AR/FAULKNER
 FG0099  COUNTRY     -  US
 FG0099  USGS QUAD   -  CONWAY (2017)
 FG0099
 FG0099                         *CURRENT SURVEY CONTROL
 FG0099  ______________________________________________________________________
 FG0099* NAD 83(1986) POSITION- 35 05 16.     (N) 092 26 34.     (W)   SCALED
 FG0099* NAVD 88 ORTHO HEIGHT -    95.712 (meters)      314.02  (feet) ADJUSTED
 FG0099  ______________________________________________________________________
 FG0099  GEOID HEIGHT    -        -27.954 (meters)                     GEOID18
 FG0099  DYNAMIC HEIGHT  -         95.622 (meters)      313.72  (feet) COMP
 FG0099  MODELED GRAVITY -    979,695.5   (mgal)                       NAVD 88
 FG0099
 FG0099  VERT ORDER      -  SECOND    CLASS I
 FG0099
 FG0099.The horizontal coordinates were scaled from a map and have
 FG0099.an estimated accuracy of +/- 6 seconds.
 FG0099
 FG0099.The orthometric height was determined by differential leveling and
 FG0099.adjusted by the NATIONAL GEODETIC SURVEY
 FG0099.in September 2023.
 FG0099
 FG0099.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0099.GEOID18 height accuracy estimate available here.
 FG0099
 FG0099.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU507829(NAD 83)
 FG0099
 FG0099                          SUPERSEDED SURVEY CONTROL
 FG0099
 FG0099  NAVD 88 (06/15/91)   95.724  (m)          314.05   (f) SUPERSEDED  2 0
 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
 FG0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0099.See file dsdata.pdf to determine how the superseded data were derived.
 FG0099
 FG0099_MARKER: DD = SURVEY DISK
 FG0099_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0099_STAMPING: D 22
 FG0099_MARK LOGO: CGS+SS
 FG0099_PROJECTION: RECESSED 15 CENTIMETERS
 FG0099_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH0702 ***********************************************************************
 EH0702  DESIGNATION -  D 220
 EH0702  PID         -  EH0702
 EH0702  STATE/COUNTY-  AR/PHILLIPS
 EH0702  COUNTRY     -  US
 EH0702  USGS QUAD   -  MOON LAKE (2018)
 EH0702
 EH0702                         *CURRENT SURVEY CONTROL
 EH0702  ______________________________________________________________________
 EH0702* NAD 83(1986) POSITION- 34 28 13.     (N) 090 36 03.     (W)   SCALED
 EH0702* NAVD 88 ORTHO HEIGHT -    63.911 (meters)      209.68  (feet) ADJUSTED
 EH0702  ______________________________________________________________________
 EH0702  GEOID HEIGHT    -        -26.984 (meters)                     GEOID18
 EH0702  DYNAMIC HEIGHT  -         63.849 (meters)      209.48  (feet) COMP
 EH0702  MODELED GRAVITY -    979,663.7   (mgal)                       NAVD 88
 EH0702
 EH0702  VERT ORDER      -  FIRST     CLASS II
 EH0702
 EH0702.The horizontal coordinates were scaled from a map and have
 EH0702.an estimated accuracy of +/- 6 seconds.
 EH0702
 EH0702.The orthometric height was determined by differential leveling and
 EH0702.adjusted by the NATIONAL GEODETIC SURVEY
 EH0702.in September 2022.
 EH0702
 EH0702.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0702.GEOID18 height accuracy estimate available here.
 EH0702
 EH0702.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU203169(NAD 83)
 EH0702
 EH0702                          SUPERSEDED SURVEY CONTROL
 EH0702
 EH0702  NAVD 88 (06/15/91)   63.910  (m)          209.68   (f) SUPERSEDED  1 2
 EH0702  NGVD 29 (11/26/84)   63.945  (m)          209.79   (f) ADJUSTED    1 2
 EH0702
 EH0702.Superseded values are not recommended for survey control.
 EH0702
 EH0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0702.See file dsdata.pdf to determine how the superseded data were derived.
 EH0702
 EH0702_MARKER: DV = VERTICAL CONTROL 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_MAGNETIC: I = MARKER IS A STEEL ROD
 EH0702_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH0734 ***********************************************************************
 EH0734  DESIGNATION -  D 221
 EH0734  PID         -  EH0734
 EH0734  STATE/COUNTY-  AR/PHILLIPS
 EH0734  COUNTRY     -  US
 EH0734  USGS QUAD   -  ELAINE (2017)
 EH0734
 EH0734                         *CURRENT SURVEY CONTROL
 EH0734  ______________________________________________________________________
 EH0734* NAD 83(1997) POSITION- 34 15 12.68386(N) 090 51 40.87078(W)   ADJUSTED
 EH0734* NAD 83(1997) ELLIP HT-    31.201 (meters)        (09/14/99)   ADJUSTED
 EH0734* NAVD 88 ORTHO HEIGHT -    57.797 (meters)      189.62  (feet) ADJUSTED
 EH0734  ______________________________________________________________________
 EH0734  GEOID HEIGHT    -        -26.776 (meters)                     GEOID18
 EH0734  NAD 83(1997) X  -    -79,336.127 (meters)                     COMP
 EH0734  NAD 83(1997) Y  - -5,276,910.619 (meters)                     COMP
 EH0734  NAD 83(1997) Z  -  3,569,743.444 (meters)                     COMP
 EH0734  LAPLACE CORR    -         -0.26  (seconds)                    DEFLEC18
 EH0734  DYNAMIC HEIGHT  -         57.740 (meters)      189.44  (feet) COMP
 EH0734  MODELED GRAVITY -    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 and
 EH0734.adjusted by the NATIONAL GEODETIC SURVEY
 EH0734.in June 1991.
 EH0734
 EH0734.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0734.GEOID18 height accuracy estimate available here.
 EH0734
 EH0734.Click photographs - Photos may exist for this station.
 EH0734
 EH0734.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH0734
 EH0734.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH0734
 EH0734.The ellipsoidal height was determined by GPS observations
 EH0734.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT9692792335(NAD 83)
 EH0734
 EH0734                          SUPERSEDED SURVEY CONTROL
 EH0734
 EH0734  NAD 83(1993)-  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              57.86   (m)          189.8    (f) LEVELING    3  
 EH0734  NGVD 29 (11/26/84)   57.857  (m)          189.82   (f) ADJUSTED    1 2
 EH0734
 EH0734.Superseded values are not recommended for survey control.
 EH0734
 EH0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0734.See file dsdata.pdf to determine how the superseded data were derived.
 EH0734
 EH0734_MARKER: DV = VERTICAL CONTROL 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_MAGNETIC: I = MARKER IS A STEEL ROD
 EH0734_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH0978 ***********************************************************************
 EH0978  DESIGNATION -  D 222
 EH0978  PID         -  EH0978
 EH0978  STATE/COUNTY-  AR/LEE
 EH0978  COUNTRY     -  US
 EH0978  USGS QUAD   -  STUBBS ISLAND (2018)
 EH0978
 EH0978                         *CURRENT SURVEY CONTROL
 EH0978  ______________________________________________________________________
 EH0978* NAD 83(1997) POSITION- 34 44 09.08641(N) 090 34 23.64488(W)   ADJUSTED
 EH0978* NAVD 88 ORTHO HEIGHT -    65.025 (meters)      213.34  (feet) ADJUSTED
 EH0978  ______________________________________________________________________
 EH0978  GEOID HEIGHT    -        -26.954 (meters)                     GEOID18
 EH0978  LAPLACE CORR    -         -0.91  (seconds)                    DEFLEC18
 EH0978  DYNAMIC HEIGHT  -         64.964 (meters)      213.14  (feet) COMP
 EH0978  MODELED GRAVITY -    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 and
 EH0978.adjusted by the NATIONAL GEODETIC SURVEY
 EH0978.in June 1991.
 EH0978
 EH0978.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0978.GEOID18 height accuracy estimate available here.
 EH0978
 EH0978.Click photographs - Photos may exist for this station.
 EH0978
 EH0978.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU2217946433(NAD 83)
 EH0978
 EH0978                          SUPERSEDED SURVEY CONTROL
 EH0978
 EH0978  NAD 83(1995)-  34 44 09.08666(N)    090 34 23.64559(W) AD(       ) 2
 EH0978  NAD 83(1993)-  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              65.05   (m)          213.4    (f) LEVELING    3  
 EH0978  NGVD 29 (11/26/84)   65.052  (m)          213.42   (f) ADJUSTED    1 2
 EH0978
 EH0978.Superseded values are not recommended for survey control.
 EH0978
 EH0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0978.See file dsdata.pdf to determine how the superseded data were derived.
 EH0978
 EH0978_MARKER: DV = VERTICAL CONTROL 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_MARK LOGO: NGS
 EH0978_MAGNETIC: I = MARKER IS A STEEL ROD
 EH0978_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 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'FT EAST OF MILEPOST 208/209.  A DISK ON TOP OF A COPPER-COATED STEEL
 EH0978'ROD TO A DEPTH OF 4 FT ENCASED IN A PIPE 2 FT BELOW LEVEE 1 FT
 EH0978'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, 24.1 KM NORTH OF
 EH0978'HELENA, 19.3 KM EAST-SOUTHEAST OF MARIANNA AND ON THE MAIN LEVEE ALONG
 EH0978'THE WEST SIDE OF THE MISSISSIPPI RIVER.  PERMISSION FOR THE STATION
 EH0978'WAS OBTAINED FROM MR. BURRELL B. FAIR, CHIEF ENGINEER FOR THE ST
 EH0978'FRANCIS LEVEE DISTRICT, P.O. BOX 308, 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 STATE
 EH0978'HIGHWAY 1 ON THE NORTH SIDE OF MARIANNA, GO NORTHEAST ON U.S.HIGHWAY
 EH0978'79 FOR 5.5 KM (3.4 MI) TO A POINT WHERE THE HIGHWAY CROSSES A LEVEE, A
 EH0978'SIGN FOR A CORPS OF ENGINEERS PUMPING STATION ON THE LEFT, AND STATE
 EH0978'HIGHWAY 121 ON THE RIGHT.  TURN RIGHT AND GO EASTERLY FOLLOWING STATE
 EH0978'HIGHWAY 121 FOR 15.2 KM (9.45 MI) TO THE END OF THE HIGHWAY AND A DIRT
 EH0978'ROAD RIGHT, JUST BEFORE A SMALL PARK.  TURN RIGHT AND GO WESTERLY ON A
 EH0978'WINDING ROAD FOR 3.3 KM (2.05 MI) TO A STOP SIGN ON TOP OF THE LEVEE
 EH0978'AND A 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) TO A
 EH0978'FORK AND THE MAIN LEVEE.  KEEP LEFT AND GO NORTHEASTERLY FOLLOWING THE
 EH0978'MAIN LEVEE FOR 3.8 KM (2.35 MI) TO THE STATION ON THE LEFT.
 EH0978'
 EH0978'THE STATION IS A STANDARD NGS VERTICAL MARK DISK STAMPED
 EH0978'---D 222 1976---, CRIMPED TO THE TOP OF A STEEL ROD, INSIDE A 4-INCH
 EH0978'PVC PIPE WITH A CAP.  IT IS LOCATED 6.5 METERS NORTHWEST FROM THE
 EH0978'CENTER OF THE LEVEE ROAD, 0.57 METER SOUTHEAST FROM MILE POST 208/209,
 EH0978'AND 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 = MARCH 20, 2026 22:17:28 EDT
 EH0769 ***********************************************************************
 EH0769  DESIGNATION -  D 223
 EH0769  PID         -  EH0769
 EH0769  STATE/COUNTY-  AR/DESHA
 EH0769  COUNTRY     -  US
 EH0769  USGS QUAD   -  LACONIA (2017)
 EH0769
 EH0769                         *CURRENT SURVEY CONTROL
 EH0769  ______________________________________________________________________
 EH0769* NAD 83(1986) POSITION- 34 05 12.     (N) 090 55 46.     (W)   SCALED
 EH0769* NAVD 88 ORTHO HEIGHT -    56.778 (meters)      186.28  (feet) ADJUSTED
 EH0769  ______________________________________________________________________
 EH0769  GEOID HEIGHT    -        -26.591 (meters)                     GEOID18
 EH0769  DYNAMIC HEIGHT  -         56.722 (meters)      186.10  (feet) COMP
 EH0769  MODELED GRAVITY -    979,642.3   (mgal)                       NAVD 88
 EH0769
 EH0769  VERT ORDER      -  FIRST     CLASS II
 EH0769
 EH0769.The horizontal coordinates were scaled from a map and have
 EH0769.an estimated accuracy of +/- 6 seconds.
 EH0769
 EH0769.The orthometric height was determined by differential leveling and
 EH0769.adjusted by the NATIONAL GEODETIC SURVEY
 EH0769.in September 2022.
 EH0769
 EH0769.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0769.GEOID18 height accuracy estimate available here.
 EH0769
 EH0769.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT910737(NAD 83)
 EH0769
 EH0769                          SUPERSEDED SURVEY CONTROL
 EH0769
 EH0769  NAVD 88 (06/15/91)   56.767  (m)          186.24   (f) SUPERSEDED  1 2
 EH0769  NGVD 29 (11/26/84)   56.815  (m)          186.40   (f) ADJUSTED    1 2
 EH0769
 EH0769.Superseded values are not recommended for survey control.
 EH0769
 EH0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0769.See file dsdata.pdf to determine how the superseded data were derived.
 EH0769
 EH0769_MARKER: DV = VERTICAL CONTROL 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_MAGNETIC: I = MARKER IS A STEEL ROD
 EH0769_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1042 ***********************************************************************
 EH1042  HT_MOD      -  This is a Height Modernization Survey Station.
 EH1042  DESIGNATION -  D 224
 EH1042  PID         -  EH1042
 EH1042  STATE/COUNTY-  AR/PHILLIPS
 EH1042  COUNTRY     -  US
 EH1042  USGS QUAD   -  MARVELL (2017)
 EH1042
 EH1042                         *CURRENT SURVEY CONTROL
 EH1042  ______________________________________________________________________
 EH1042* NAD 83(2011) POSITION- 34 31 08.50742(N) 090 57 20.64989(W)   ADJUSTED
 EH1042* NAD 83(2011) ELLIP HT-    29.162 (meters)        (06/27/12)   ADJUSTED
 EH1042* NAD 83(2011) EPOCH   -  2010.00
 EH1042* NAVD 88 ORTHO HEIGHT -    56.19  (meters)      184.4   (feet) GPS OBS
 EH1042  ______________________________________________________________________
 EH1042  NAVD 88 orthometric height was determined with geoid model    GEOID03
 EH1042  GEOID HEIGHT    -        -26.981 (meters)                     GEOID03
 EH1042  GEOID HEIGHT    -        -26.905 (meters)                     GEOID18
 EH1042  NAD 83(2011) X  -    -87,751.165 (meters)                     COMP
 EH1042  NAD 83(2011) Y  - -5,260,139.480 (meters)                     COMP
 EH1042  NAD 83(2011) Z  -  3,594,048.007 (meters)                     COMP
 EH1042  LAPLACE CORR    -         -1.16  (seconds)                    DEFLEC18
 EH1042
 EH1042  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 EH1042  Standards:
 EH1042         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 EH1042            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 EH1042  -------------------------------------------------------------------
 EH1042  NETWORK    1.10   1.71           0.49   0.40   0.87     -0.05116145
 EH1042  -------------------------------------------------------------------
 EH1042  Click here for local accuracies and other accuracy information.
 EH1042
 EH1042.The horizontal coordinates were established by GPS observations
 EH1042.and adjusted by the National Geodetic Survey in June 2012.
 EH1042
 EH1042.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 EH1042.been affixed to the stable North American tectonic plate. See 
 EH1042.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 EH1042
 EH1042.The horizontal coordinates are valid at the epoch date displayed above
 EH1042.which is a decimal equivalence of Year/Month/Day.
 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.
 EH1042
 EH1042.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1042.GEOID18 height accuracy estimate available here.
 EH1042
 EH1042.Click photographs - Photos may exist for this station.
 EH1042
 EH1042.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH1042
 EH1042.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH1042
 EH1042.The ellipsoidal height was determined by GPS observations
 EH1042.and is referenced to NAD 83.
 EH1042
 EH1042. The following values were computed from the NAD 83(2011) position.
 EH1042
 EH1042;                    North         East     Units Scale Factor Converg.
 EH1042;SPC AR S     -   605,942.221   495,877.321   MT  0.99995414   +0 35 04.1
 EH1042;SPC AR S     - 1,987,995.44  1,626,890.84   sFT  0.99995414   +0 35 04.1
 EH1042;UTM  15      - 3,821,604.825   687,641.769   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU8764121604(NAD 83)
 EH1042
 EH1042                          SUPERSEDED SURVEY CONTROL
 EH1042
 EH1042  NAD 83(2007)-  34 31 08.50742(N)    090 57 20.65090(W) AD(2002.00) 0
 EH1042  ELLIP H (02/10/07)   29.178  (m)                       GP(2002.00)    
 EH1042  NAD 83(1997)-  34 31 08.50714(N)    090 57 20.65037(W) AD(       ) B
 EH1042  ELLIP H (04/05/04)   29.180  (m)                       GP(       ) 3 2
 EH1042  NAVD 88              56.06   (m)          183.9    (f) LEVELING    3  
 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) SUPERSEDED  1 2
 EH1042  NGVD 29 (11/26/84)   56.092  (m)          184.03   (f) ADJUSTED    1 2
 EH1042
 EH1042.Superseded values are not recommended for survey control.
 EH1042
 EH1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1042.See file dsdata.pdf to determine how the superseded data were derived.
 EH1042
 EH1042_MARKER: DV = VERTICAL CONTROL 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_MARK LOGO: NGS
 EH1042_MAGNETIC: I = MARKER IS A STEEL ROD
 EH1042_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1446 ***********************************************************************
 EH1446  DESIGNATION -  D 225
 EH1446  PID         -  EH1446
 EH1446  STATE/COUNTY-  AR/DESHA
 EH1446  COUNTRY     -  US
 EH1446  USGS QUAD   -  SNOW LAKE (2017)
 EH1446
 EH1446                         *CURRENT SURVEY CONTROL
 EH1446  ______________________________________________________________________
 EH1446* NAD 83(1986) POSITION- 34 01 26.     (N) 091 04 56.     (W)   SCALED
 EH1446* NAVD 88 ORTHO HEIGHT -    50.488 (meters)      165.64  (feet) ADJUSTED
 EH1446  ______________________________________________________________________
 EH1446  GEOID HEIGHT    -        -26.476 (meters)                     GEOID18
 EH1446  DYNAMIC HEIGHT  -         50.438 (meters)      165.48  (feet) COMP
 EH1446  MODELED GRAVITY -    979,641.0   (mgal)                       NAVD 88
 EH1446
 EH1446  VERT ORDER      -  FIRST     CLASS II
 EH1446
 EH1446.The horizontal coordinates were scaled from a map and have
 EH1446.an estimated accuracy of +/- 6 seconds.
 EH1446
 EH1446.The orthometric height was determined by differential leveling and
 EH1446.adjusted by the NATIONAL GEODETIC SURVEY
 EH1446.in June 1991.
 EH1446
 EH1446.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1446.GEOID18 height accuracy estimate available here.
 EH1446
 EH1446.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT770664(NAD 83)
 EH1446
 EH1446                          SUPERSEDED SURVEY CONTROL
 EH1446
 EH1446  NGVD 29 (11/26/84)   50.541  (m)          165.82   (f) ADJUSTED    1 2
 EH1446
 EH1446.Superseded values are not recommended for survey control.
 EH1446
 EH1446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1446.See file dsdata.pdf to determine how the superseded data were derived.
 EH1446
 EH1446_MARKER: DV = VERTICAL CONTROL 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             USACE
 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 ARMY CORPS OF ENGINEERS 2000 (JMH)
 EH1446'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1320 ***********************************************************************
 EH1320  DESIGNATION -  D 226
 EH1320  PID         -  EH1320
 EH1320  STATE/COUNTY-  AR/ARKANSAS
 EH1320  COUNTRY     -  US
 EH1320  USGS QUAD   -  TICHNOR (2017)
 EH1320
 EH1320                         *CURRENT SURVEY CONTROL
 EH1320  ______________________________________________________________________
 EH1320* NAD 83(1986) POSITION- 34 08 58.     (N) 091 22 08.     (W)   SCALED
 EH1320* NAVD 88 ORTHO HEIGHT -    56.136 (meters)      184.17  (feet) ADJUSTED
 EH1320  ______________________________________________________________________
 EH1320  GEOID HEIGHT    -        -26.243 (meters)                     GEOID18
 EH1320  DYNAMIC HEIGHT  -         56.081 (meters)      183.99  (feet) COMP
 EH1320  MODELED GRAVITY -    979,657.5   (mgal)                       NAVD 88
 EH1320
 EH1320  VERT ORDER      -  FIRST     CLASS II
 EH1320
 EH1320.The horizontal coordinates were scaled from a map and have
 EH1320.an estimated accuracy of +/- 6 seconds.
 EH1320
 EH1320.The orthometric height was determined by differential leveling and
 EH1320.adjusted by the NATIONAL GEODETIC SURVEY
 EH1320.in August 1993.
 EH1320
 EH1320.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1320.GEOID18 height accuracy estimate available here.
 EH1320
 EH1320.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT503799(NAD 83)
 EH1320
 EH1320                          SUPERSEDED SURVEY CONTROL
 EH1320
 EH1320  NAVD 88 (06/15/91)   56.114  (m)          184.10   (f) SUPERSEDED  1 2
 EH1320  NGVD 29 (11/26/84)   56.179  (m)          184.31   (f) ADJUSTED    1 2
 EH1320
 EH1320.Superseded values are not recommended for survey control.
 EH1320
 EH1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1320.See file dsdata.pdf to determine how the superseded data were derived.
 EH1320
 EH1320_MARKER: DV = VERTICAL CONTROL 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_MARK LOGO: NGS
 EH1320_MAGNETIC: I = MARKER IS A STEEL ROD
 EH1320_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0084 ***********************************************************************
 FG0084  DESIGNATION -  D 23
 FG0084  PID         -  FG0084
 FG0084  STATE/COUNTY-  AR/VAN BUREN
 FG0084  COUNTRY     -  US
 FG0084  USGS QUAD   -  CLINTON (2017)
 FG0084
 FG0084                         *CURRENT SURVEY CONTROL
 FG0084  ______________________________________________________________________
 FG0084* NAD 83(1986) POSITION- 35 37 00.1    (N) 092 27 33.1    (W)   HD_HELD2
 FG0084* NAVD 88 ORTHO HEIGHT -   241.326 (meters)      791.75  (feet) ADJUSTED
 FG0084  ______________________________________________________________________
 FG0084  GEOID HEIGHT    -        -27.914 (meters)                     GEOID18
 FG0084  DYNAMIC HEIGHT  -        241.104 (meters)      791.02  (feet) COMP
 FG0084  MODELED GRAVITY -    979,708.7   (mgal)                       NAVD 88
 FG0084
 FG0084  VERT ORDER      -  SECOND    CLASS I
 FG0084
 FG0084.The horizontal coordinates were established by autonomous hand held GPS
 FG0084.observations and have an estimated accuracy of +/- 10 meters.
 FG0084
 FG0084.The orthometric height was determined by differential leveling and
 FG0084.adjusted by the NATIONAL GEODETIC SURVEY
 FG0084.in January 2017.
 FG0084
 FG0084.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0084.GEOID18 height accuracy estimate available here.
 FG0084
 FG0084.Click photographs - Photos may exist for this station.
 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     -   142,475.      358,401.      MT  (+/- 10 meters HH2 GPS)
 FG0084
 FG0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV4897641570(NAD 83)
 FG0084
 FG0084                          SUPERSEDED SURVEY CONTROL
 FG0084
 FG0084  NAVD 88 (06/15/91)  241.362  (m)          791.87   (f) SUPERSEDED  2 0
 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
 FG0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0084.See file dsdata.pdf to determine how the superseded data were derived.
 FG0084
 FG0084_MARKER: DD = SURVEY DISK
 FG0084_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0084_STAMPING: D 23 1934
 FG0084_MARK LOGO: CGS+SS
 FG0084_PROJECTION: FLUSH
 FG0084_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0084_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FG0084+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2015
 FG0084
 FG0084  HISTORY     - Date     Condition        Report By
 FG0084  HISTORY     - 1934     MONUMENTED       ARGS
 FG0084  HISTORY     - 1963     GOOD             CGS
 FG0084  HISTORY     - 20140604 GOOD             ARHD
 FG0084  HISTORY     - 20150831 GOOD             ARHD
 FG0084
 FG0084                          STATION DESCRIPTION
 FG0084
 FG0084'DESCRIBED BY COAST AND 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.
 FG0084
 FG0084                          STATION RECOVERY (2014)
 FG0084
 FG0084'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (JDH)
 FG0084'RECOVERED IN GOOD CONDITION.
 FG0084
 FG0084                          STATION RECOVERY (2015)
 FG0084
 FG0084'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 FG0084'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1471 ***********************************************************************
 EJ1471  DESIGNATION -  D 24
 EJ1471  PID         -  EJ1471
 EJ1471  STATE/COUNTY-  AR/MONTGOMERY
 EJ1471  COUNTRY     -  US
 EJ1471  USGS QUAD   -  MOUNT IDA (2017)
 EJ1471
 EJ1471                         *CURRENT SURVEY CONTROL
 EJ1471  ______________________________________________________________________
 EJ1471* NAD 83(1986) POSITION- 34 32 06.     (N) 093 39 29.     (W)   SCALED
 EJ1471* NAVD 88 ORTHO HEIGHT -   225.093 (meters)      738.49  (feet) ADJUSTED
 EJ1471  ______________________________________________________________________
 EJ1471  GEOID HEIGHT    -        -28.507 (meters)                     GEOID18
 EJ1471  DYNAMIC HEIGHT  -        224.865 (meters)      737.74  (feet) COMP
 EJ1471  MODELED GRAVITY -    979,616.5   (mgal)                       NAVD 88
 EJ1471
 EJ1471  VERT ORDER      -  SECOND    CLASS 0
 EJ1471
 EJ1471.The horizontal coordinates were scaled from a map and have
 EJ1471.an estimated accuracy of +/- 6 seconds.
 EJ1471
 EJ1471.The orthometric height was determined by differential leveling and
 EJ1471.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1471.in June 1991.
 EJ1471
 EJ1471.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1471.GEOID18 height accuracy estimate available here.
 EJ1471
 EJ1471.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU396216(NAD 83)
 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
 EJ1471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1471.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1471
 EJ1471_MARKER: DB = BENCH MARK DISK
 EJ1471_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EJ1471_SP_SET: CULVERT HEADWALL
 EJ1471_STAMPING: 738.315 D 24 1932
 EJ1471_MARK LOGO: CGS
 EJ1471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1471+STABILITY: SURFACE MOTION
 EJ1471
 EJ1471  HISTORY     - Date     Condition        Report By
 EJ1471  HISTORY     - 1932     MONUMENTED       CGS
 EJ1471  HISTORY     - 1961     GOOD             CGS
 EJ1471  HISTORY     - 1972     MARK NOT FOUND   USGS
 EJ1471
 EJ1471                          STATION DESCRIPTION
 EJ1471
 EJ1471'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FF0777 ***********************************************************************
 FF0777  DESIGNATION -  D 242
 FF0777  PID         -  FF0777
 FF0777  STATE/COUNTY-  AR/CRAIGHEAD
 FF0777  COUNTRY     -  US
 FF0777  USGS QUAD   -  GREENFIELD (2017)
 FF0777
 FF0777                         *CURRENT SURVEY CONTROL
 FF0777  ______________________________________________________________________
 FF0777* NAD 83(1986) POSITION- 35 44 00.     (N) 090 41 11.     (W)   SCALED
 FF0777* NAVD 88 ORTHO HEIGHT -    82.031 (meters)      269.13  (feet) ADJUSTED
 FF0777  ______________________________________________________________________
 FF0777  GEOID HEIGHT    -        -27.768 (meters)                     GEOID18
 FF0777  DYNAMIC HEIGHT  -         81.960 (meters)      268.90  (feet) COMP
 FF0777  MODELED GRAVITY -    979,773.5   (mgal)                       NAVD 88
 FF0777
 FF0777  VERT ORDER      -  FIRST     CLASS II
 FF0777
 FF0777.The horizontal coordinates were scaled from a map and have
 FF0777.an estimated accuracy of +/- 6 seconds.
 FF0777
 FF0777.The orthometric height was determined by differential leveling and
 FF0777.adjusted by the NATIONAL GEODETIC SURVEY
 FF0777.in June 1991.
 FF0777
 FF0777.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0777.GEOID18 height accuracy estimate available here.
 FF0777
 FF0777.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV092568(NAD 83)
 FF0777
 FF0777                          SUPERSEDED SURVEY CONTROL
 FF0777
 FF0777  NGVD 29 (11/26/84)   81.956  (m)          268.88   (f) ADJUSTED    1 2
 FF0777
 FF0777.Superseded values are not recommended for survey control.
 FF0777
 FF0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0777.See file dsdata.pdf to determine how the superseded data were derived.
 FF0777
 FF0777_MARKER: DB = BENCH MARK DISK
 FF0777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0777_STAMPING: D 242 1938
 FF0777_MARK LOGO: CGS
 FF0777_PROJECTION: PROJECTING 20 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 DK0991 ***********************************************************************
 DK0991  DESIGNATION -  D 243
 DK0991  PID         -  DK0991
 DK0991  STATE/COUNTY-  AR/CHICOT
 DK0991  COUNTRY     -  US
 DK0991  USGS QUAD   -  MCGEHEE SOUTH (2017)
 DK0991
 DK0991                         *CURRENT SURVEY CONTROL
 DK0991  ______________________________________________________________________
 DK0991* NAD 83(1986) POSITION- 33 33 32.     (N) 091 25 14.     (W)   SCALED
 DK0991* NAVD 88 ORTHO HEIGHT -    41.821 (meters)      137.21  (feet) ADJUSTED
 DK0991  ______________________________________________________________________
 DK0991  GEOID HEIGHT    -        -26.151 (meters)                     GEOID18
 DK0991  DYNAMIC HEIGHT  -         41.777 (meters)      137.06  (feet) COMP
 DK0991  MODELED GRAVITY -    979,602.3   (mgal)                       NAVD 88
 DK0991
 DK0991  VERT ORDER      -  FIRST     CLASS II
 DK0991
 DK0991.The horizontal coordinates were scaled from a map and have
 DK0991.an estimated accuracy of +/- 6 seconds.
 DK0991
 DK0991.The orthometric height was determined by differential leveling and
 DK0991.adjusted by the NATIONAL GEODETIC SURVEY
 DK0991.in June 1991.
 DK0991
 DK0991.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK0991.GEOID18 height accuracy estimate available here.
 DK0991
 DK0991.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT466143(NAD 83)
 DK0991
 DK0991                          SUPERSEDED SURVEY CONTROL
 DK0991
 DK0991  NGVD 29 (11/26/84)   41.936  (m)          137.59   (f) ADJUSTED    1 2
 DK0991
 DK0991.Superseded values are not recommended for survey control.
 DK0991
 DK0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0991.See file dsdata.pdf to determine how the superseded data were derived.
 DK0991
 DK0991_MARKER: DB = BENCH MARK DISK
 DK0991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0991_STAMPING: D 243 1939
 DK0991_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0881 ***********************************************************************
 EJ0881  DESIGNATION -  D 244
 EJ0881  PID         -  EJ0881
 EJ0881  STATE/COUNTY-  AR/SALINE
 EJ0881  COUNTRY     -  US
 EJ0881  USGS QUAD   -  LAKE NORRELL (2017)
 EJ0881
 EJ0881                         *CURRENT SURVEY CONTROL
 EJ0881  ______________________________________________________________________
 EJ0881* NAD 83(1986) POSITION- 34 43 10.     (N) 092 43 01.     (W)   SCALED
 EJ0881* NAVD 88 ORTHO HEIGHT -   155.447 (meters)      510.00  (feet) ADJUSTED
 EJ0881  ______________________________________________________________________
 EJ0881  GEOID HEIGHT    -        -27.138 (meters)                     GEOID18
 EJ0881  DYNAMIC HEIGHT  -        155.298 (meters)      509.51  (feet) COMP
 EJ0881  MODELED GRAVITY -    979,669.4   (mgal)                       NAVD 88
 EJ0881
 EJ0881  VERT ORDER      -  SECOND    CLASS 0
 EJ0881
 EJ0881.The horizontal coordinates were scaled from a map and have
 EJ0881.an estimated accuracy of +/- 6 seconds.
 EJ0881
 EJ0881.The orthometric height was determined by differential leveling and
 EJ0881.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0881.in June 1991.
 EJ0881
 EJ0881.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0881.GEOID18 height accuracy estimate available here.
 EJ0881
 EJ0881.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU259419(NAD 83)
 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
 EJ0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0881.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0881
 EJ0881_MARKER: DB = BENCH MARK DISK
 EJ0881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0881_STAMPING: D 244 1939
 EJ0881_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0549 ***********************************************************************
 FG0549  DESIGNATION -  D 245
 FG0549  PID         -  FG0549
 FG0549  STATE/COUNTY-  AR/VAN BUREN
 FG0549  COUNTRY     -  US
 FG0549  USGS QUAD   -  SCOTLAND (2017)
 FG0549
 FG0549                         *CURRENT SURVEY CONTROL
 FG0549  ______________________________________________________________________
 FG0549* NAD 83(1997) POSITION- 35 36 54.39670(N) 092 30 49.94676(W)   NO CHECK
 FG0549* NAVD 88 ORTHO HEIGHT -   459.378 (meters)     1507.14  (feet) ADJUSTED
 FG0549  ______________________________________________________________________
 FG0549  GEOID HEIGHT    -        -27.938 (meters)                     GEOID18
 FG0549  LAPLACE CORR    -          0.48  (seconds)                    DEFLEC18
 FG0549  DYNAMIC HEIGHT  -        458.939 (meters)     1505.70  (feet) COMP
 FG0549  MODELED GRAVITY -    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
 FG0549.No horizontal observational check was made to the station.
 FG0549
 FG0549.The orthometric height was determined by differential leveling and
 FG0549.adjusted by the NATIONAL GEODETIC SURVEY
 FG0549.in June 1991.
 FG0549
 FG0549.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0549.GEOID18 height accuracy estimate available here.
 FG0549
 FG0549.Click photographs - Photos may exist for this station.
 FG0549
 FG0549.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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     -   0.99993229  x   0.99993608  =   0.99986837
 FG0549!UTM  15      -   0.99993229  x   0.99962388  =   0.99955619
 FG0549
 FG0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV4402541368(NAD 83)
 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  NGVD 29             459.28   (m)         1506.8    (f) LEVELING    3  
 FG0549
 FG0549.Superseded values are not recommended for survey control.
 FG0549
 FG0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0549.See file dsdata.pdf to determine how the superseded data were derived.
 FG0549
 FG0549_MARKER: DB = BENCH MARK DISK
 FG0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0549_STAMPING: D 245 1939
 FG0549_MARK LOGO: CGS
 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     - 1973     POOR             USGS
 FG0549
 FG0549                          STATION DESCRIPTION
 FG0549
 FG0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 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.  SEE STATION EVANS (FG1781).
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1143 ***********************************************************************
 FF1143  DESIGNATION -  D 246
 FF1143  PID         -  FF1143
 FF1143  STATE/COUNTY-  AR/JACKSON
 FF1143  COUNTRY     -  US
 FF1143  USGS QUAD   -  AUVERGNE (2017)
 FF1143
 FF1143                         *CURRENT SURVEY CONTROL
 FF1143  ______________________________________________________________________
 FF1143* NAD 83(1986) POSITION- 35 33 48.     (N) 091 08 35.     (W)   SCALED
 FF1143* NAVD 88 ORTHO HEIGHT -    66.483 (meters)      218.12  (feet) ADJUSTED
 FF1143  ______________________________________________________________________
 FF1143  GEOID HEIGHT    -        -27.518 (meters)                     GEOID18
 FF1143  DYNAMIC HEIGHT  -         66.425 (meters)      217.93  (feet) COMP
 FF1143  MODELED GRAVITY -    979,764.8   (mgal)                       NAVD 88
 FF1143
 FF1143  VERT ORDER      -  SECOND    CLASS 0
 FF1143
 FF1143.The horizontal coordinates were scaled from a map and have
 FF1143.an estimated accuracy of +/- 6 seconds.
 FF1143
 FF1143.The orthometric height was determined by differential leveling and
 FF1143.adjusted by the NATIONAL GEODETIC SURVEY
 FF1143.in June 1991.
 FF1143
 FF1143.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1143.GEOID18 height accuracy estimate available here.
 FF1143
 FF1143.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV682371(NAD 83)
 FF1143
 FF1143                          SUPERSEDED SURVEY CONTROL
 FF1143
 FF1143  NGVD 29 (11/26/84)   66.418  (m)          217.91   (f) ADJUSTED    2 0
 FF1143
 FF1143.Superseded values are not recommended for survey control.
 FF1143
 FF1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1143.See file dsdata.pdf to determine how the superseded data were derived.
 FF1143
 FF1143_MARKER: DB = BENCH MARK DISK
 FF1143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1143_STAMPING: D 246 1938
 FF1143_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 DL0036 ***********************************************************************
 DL0036  DESIGNATION -  D 247
 DL0036  PID         -  DL0036
 DL0036  STATE/COUNTY-  AR/CALHOUN
 DL0036  COUNTRY     -  US
 DL0036  USGS QUAD   -  BANKS (2017)
 DL0036
 DL0036                         *CURRENT SURVEY CONTROL
 DL0036  ______________________________________________________________________
 DL0036* NAD 83(1986) POSITION- 33 33 40.     (N) 092 21 32.     (W)   SCALED
 DL0036* NAVD 88 ORTHO HEIGHT -    61.886 (meters)      203.04  (feet) ADJUSTED
 DL0036  ______________________________________________________________________
 DL0036  GEOID HEIGHT    -        -26.060 (meters)                     GEOID18
 DL0036  DYNAMIC HEIGHT  -         61.822 (meters)      202.83  (feet) COMP
 DL0036  MODELED GRAVITY -    979,600.9   (mgal)                       NAVD 88
 DL0036
 DL0036  VERT ORDER      -  SECOND    CLASS 0
 DL0036
 DL0036.The horizontal coordinates were scaled from a map and have
 DL0036.an estimated accuracy of +/- 6 seconds.
 DL0036
 DL0036.The orthometric height was determined by differential leveling and
 DL0036.adjusted by the NATIONAL GEODETIC SURVEY
 DL0036.in June 1991.
 DL0036
 DL0036.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0036.GEOID18 height accuracy estimate available here.
 DL0036
 DL0036.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT595136(NAD 83)
 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
 DL0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0036.See file dsdata.pdf to determine how the superseded data were derived.
 DL0036
 DL0036_MARKER: DB = BENCH MARK DISK
 DL0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0036_STAMPING: D 247 1938
 DL0036_MARK LOGO: CGS
 DL0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0036+STABILITY: SURFACE MOTION
 DL0036
 DL0036  HISTORY     - Date     Condition        Report By
 DL0036  HISTORY     - 1938     MONUMENTED       CGS
 DL0036  HISTORY     - 1964     GOOD             CGS
 DL0036
 DL0036                          STATION DESCRIPTION
 DL0036
 DL0036'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1964
 DL0036'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0693 ***********************************************************************
 FG0693  DESIGNATION -  D 248
 FG0693  PID         -  FG0693
 FG0693  STATE/COUNTY-  AR/VAN BUREN
 FG0693  COUNTRY     -  US
 FG0693  USGS QUAD   -  REX (2017)
 FG0693
 FG0693                         *CURRENT SURVEY CONTROL
 FG0693  ______________________________________________________________________
 FG0693* NAD 83(1986) POSITION- 35 36 37.     (N) 092 39 08.     (W)   SCALED
 FG0693* NAVD 88 ORTHO HEIGHT -   399.536 (meters)     1310.81  (feet) ADJUSTED
 FG0693  ______________________________________________________________________
 FG0693  GEOID HEIGHT    -        -28.027 (meters)                     GEOID18
 FG0693  DYNAMIC HEIGHT  -        399.154 (meters)     1309.56  (feet) COMP
 FG0693  MODELED GRAVITY -    979,665.6   (mgal)                       NAVD 88
 FG0693
 FG0693  VERT ORDER      -  SECOND    CLASS 0
 FG0693
 FG0693.The horizontal coordinates were scaled from a map and have
 FG0693.an estimated accuracy of +/- 6 seconds.
 FG0693
 FG0693.The orthometric height was determined by differential leveling and
 FG0693.adjusted by the NATIONAL GEODETIC SURVEY
 FG0693.in June 1991.
 FG0693
 FG0693.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0693.GEOID18 height accuracy estimate available here.
 FG0693
 FG0693.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV314407(NAD 83)
 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
 FG0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0693.See file dsdata.pdf to determine how the superseded data were derived.
 FG0693
 FG0693_MARKER: DB = BENCH MARK DISK
 FG0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0693_STAMPING: D 248 1939
 FG0693_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1166 ***********************************************************************
 FG1166  DESIGNATION -  D 25
 FG1166  PID         -  FG1166
 FG1166  STATE/COUNTY-  AR/YELL
 FG1166  COUNTRY     -  US
 FG1166  USGS QUAD   -  OLA (2017)
 FG1166
 FG1166                         *CURRENT SURVEY CONTROL
 FG1166  ______________________________________________________________________
 FG1166* NAD 83(1986) POSITION- 35 01 59.     (N) 093 13 04.     (W)   SCALED
 FG1166* NAVD 88 ORTHO HEIGHT -   108.652 (meters)      356.47  (feet) ADJUSTED
 FG1166  ______________________________________________________________________
 FG1166  GEOID HEIGHT    -        -29.254 (meters)                     GEOID18
 FG1166  DYNAMIC HEIGHT  -        108.547 (meters)      356.12  (feet) COMP
 FG1166  MODELED GRAVITY -    979,660.8   (mgal)                       NAVD 88
 FG1166
 FG1166  VERT ORDER      -  SECOND    CLASS I
 FG1166
 FG1166.The horizontal coordinates were scaled from a map and have
 FG1166.an estimated accuracy of +/- 6 seconds.
 FG1166
 FG1166.The orthometric height was determined by differential leveling and
 FG1166.adjusted by the NATIONAL GEODETIC SURVEY
 FG1166.in September 2023.
 FG1166
 FG1166.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1166.GEOID18 height accuracy estimate available here.
 FG1166
 FG1166.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU801767(NAD 83)
 FG1166
 FG1166                          SUPERSEDED SURVEY CONTROL
 FG1166
 FG1166  NAVD 88 (06/15/91)  108.632  (m)          356.40   (f) SUPERSEDED  2 0
 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
 FG1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1166.See file dsdata.pdf to determine how the superseded data were derived.
 FG1166
 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_MARK LOGO: CGS
 FG1166_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1166
 FG1166  HISTORY     - Date     Condition        Report By
 FG1166  HISTORY     - 1932     MONUMENTED       CGS
 FG1166  HISTORY     - 1935     GOOD             CGS
 FG1166  HISTORY     - 1972     MARK NOT FOUND   USGS
 FG1166  HISTORY     - 20121212 MARK NOT FOUND   ARHD
 FG1166
 FG1166                          STATION DESCRIPTION
 FG1166
 FG1166'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 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.
 FG1166
 FG1166                          STATION RECOVERY (2012)
 FG1166
 FG1166'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (JDH)
 FG1166'MARK NOT FOUND
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0080 ***********************************************************************
 FG0080  DESIGNATION -  D 25 RESET
 FG0080  PID         -  FG0080
 FG0080  STATE/COUNTY-  AR/VAN BUREN
 FG0080  COUNTRY     -  US
 FG0080  USGS QUAD   -  OLD LEXINGTON (2017)
 FG0080
 FG0080                         *CURRENT SURVEY CONTROL
 FG0080  ______________________________________________________________________
 FG0080* NAD 83(1986) POSITION- 35 40 06.     (N) 092 28 47.     (W)   SCALED
 FG0080* NAVD 88 ORTHO HEIGHT -   428.03  (meters)     1404.3   (feet) RESET
 FG0080  ______________________________________________________________________
 FG0080  GEOID HEIGHT    -        -27.864 (meters)                     GEOID18
 FG0080  VERT ORDER      -  THIRD
 FG0080
 FG0080.The horizontal coordinates were scaled from a map and have
 FG0080.an estimated accuracy of +/- 6 seconds.
 FG0080
 FG0080.The orthometric height was computed from unverified reset data.
 FG0080
 FG0080.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0080.GEOID18 height accuracy estimate available here.
 FG0080
 FG0080.Click photographs - Photos may exist for this station.
 FG0080
 FG0080;                    North         East    Units  Estimated Accuracy
 FG0080;SPC AR N     -   148,210.      356,570.      MT  (+/- 180 meters Scaled)
 FG0080
 FG0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV470472(NAD 83)
 FG0080
 FG0080                          SUPERSEDED SURVEY CONTROL
 FG0080
 FG0080.No superseded survey control is available for this station.
 FG0080
 FG0080_MARKER: DB = BENCH MARK DISK
 FG0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0080_STAMPING: D 25 RESET 1963
 FG0080_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1590 ***********************************************************************
 EH1590  DESIGNATION -  D 250
 EH1590  PID         -  EH1590
 EH1590  STATE/COUNTY-  AR/JEFFERSON
 EH1590  COUNTRY     -  US
 EH1590  USGS QUAD   -  MOSCOW (2017)
 EH1590
 EH1590                         *CURRENT SURVEY CONTROL
 EH1590  ______________________________________________________________________
 EH1590* NAD 83(1986) POSITION- 34 09 51.     (N) 091 45 25.     (W)   SCALED
 EH1590* NAVD 88 ORTHO HEIGHT -    59.904 (meters)      196.54  (feet) ADJUSTED
 EH1590  ______________________________________________________________________
 EH1590  GEOID HEIGHT    -        -25.987 (meters)                     GEOID18
 EH1590  DYNAMIC HEIGHT  -         59.845 (meters)      196.34  (feet) COMP
 EH1590  MODELED GRAVITY -    979,661.8   (mgal)                       NAVD 88
 EH1590
 EH1590  VERT ORDER      -  SECOND    CLASS 0
 EH1590
 EH1590.The horizontal coordinates were scaled from a map and have
 EH1590.an estimated accuracy of +/- 6 seconds.
 EH1590
 EH1590.The orthometric height was determined by differential leveling and
 EH1590.adjusted by the NATIONAL GEODETIC SURVEY
 EH1590.in June 1991.
 EH1590
 EH1590.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1590.GEOID18 height accuracy estimate available here.
 EH1590
 EH1590.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT145810(NAD 83)
 EH1590
 EH1590                          SUPERSEDED SURVEY CONTROL
 EH1590
 EH1590  NGVD 29 (11/26/84)   59.989  (m)          196.81   (f) ADJUSTED    2 0
 EH1590
 EH1590.Superseded values are not recommended for survey control.
 EH1590
 EH1590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1590.See file dsdata.pdf to determine how the superseded data were derived.
 EH1590
 EH1590_MARKER: DB = BENCH MARK DISK
 EH1590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1590_STAMPING: D 250 1940
 EH1590_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1716 ***********************************************************************
 EH1716  DESIGNATION -  D 251
 EH1716  PID         -  EH1716
 EH1716  STATE/COUNTY-  AR/JEFFERSON
 EH1716  COUNTRY     -  US
 EH1716  USGS QUAD   -  REYDELL (2017)
 EH1716
 EH1716                         *CURRENT SURVEY CONTROL
 EH1716  ______________________________________________________________________
 EH1716* NAD 83(1986) POSITION- 34 08 53.     (N) 091 35 04.     (W)   SCALED
 EH1716* NAVD 88 ORTHO HEIGHT -    55.923 (meters)      183.47  (feet) ADJUSTED
 EH1716  ______________________________________________________________________
 EH1716  GEOID HEIGHT    -        -26.077 (meters)                     GEOID18
 EH1716  DYNAMIC HEIGHT  -         55.868 (meters)      183.29  (feet) COMP
 EH1716  MODELED GRAVITY -    979,658.5   (mgal)                       NAVD 88
 EH1716
 EH1716  VERT ORDER      -  SECOND    CLASS 0
 EH1716
 EH1716.The horizontal coordinates were scaled from a map and have
 EH1716.an estimated accuracy of +/- 6 seconds.
 EH1716
 EH1716.The orthometric height was determined by differential leveling and
 EH1716.adjusted by the NATIONAL GEODETIC SURVEY
 EH1716.in August 1993.
 EH1716
 EH1716.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1716.GEOID18 height accuracy estimate available here.
 EH1716
 EH1716.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT305794(NAD 83)
 EH1716
 EH1716                          SUPERSEDED SURVEY CONTROL
 EH1716
 EH1716  NAVD 88 (06/15/91)   55.962  (m)          183.60   (f) SUPERSEDED  2 0
 EH1716  NGVD 29 (11/26/84)   56.002  (m)          183.73   (f) ADJUSTED    2 0
 EH1716
 EH1716.Superseded values are not recommended for survey control.
 EH1716
 EH1716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1716.See file dsdata.pdf to determine how the superseded data were derived.
 EH1716
 EH1716_MARKER: DB = BENCH MARK DISK
 EH1716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1716_STAMPING: D 251 1940
 EH1716_MARK LOGO: CGS
 EH1716_PROJECTION: PROJECTING 46 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0605 ***********************************************************************
 EJ0605  DESIGNATION -  D 252
 EJ0605  PID         -  EJ0605
 EJ0605  STATE/COUNTY-  AR/JEFFERSON
 EJ0605  COUNTRY     -  US
 EJ0605  USGS QUAD   -  WRIGHT (2017)
 EJ0605
 EJ0605                         *CURRENT SURVEY CONTROL
 EJ0605  ______________________________________________________________________
 EJ0605* NAD 83(1986) POSITION- 34 28 32.     (N) 092 03 59.     (W)   SCALED
 EJ0605* NAVD 88 ORTHO HEIGHT -    68.862 (meters)      225.92  (feet) ADJUSTED
 EJ0605  ______________________________________________________________________
 EJ0605  GEOID HEIGHT    -        -26.174 (meters)                     GEOID18
 EJ0605  DYNAMIC HEIGHT  -         68.797 (meters)      225.71  (feet) COMP
 EJ0605  MODELED GRAVITY -    979,692.4   (mgal)                       NAVD 88
 EJ0605
 EJ0605  VERT ORDER      -  SECOND    CLASS 0
 EJ0605
 EJ0605.The horizontal coordinates were scaled from a map and have
 EJ0605.an estimated accuracy of +/- 6 seconds.
 EJ0605
 EJ0605.The orthometric height was determined by differential leveling and
 EJ0605.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0605.in June 1991.
 EJ0605
 EJ0605.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0605.GEOID18 height accuracy estimate available here.
 EJ0605
 EJ0605.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU857152(NAD 83)
 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
 EJ0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0605.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0605
 EJ0605_MARKER: DB = BENCH MARK DISK
 EJ0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0605_STAMPING: D 252 1940
 EJ0605_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0199 ***********************************************************************
 EJ0199  DESIGNATION -  D 253
 EJ0199  PID         -  EJ0199
 EJ0199  STATE/COUNTY-  AR/PULASKI
 EJ0199  COUNTRY     -  US
 EJ0199  USGS QUAD   -  SWEET HOME (2017)
 EJ0199
 EJ0199                         *CURRENT SURVEY CONTROL
 EJ0199  ______________________________________________________________________
 EJ0199* NAD 83(1986) POSITION- 34 44 02.     (N) 092 09 51.     (W)   SCALED
 EJ0199* NAVD 88 ORTHO HEIGHT -    75.367 (meters)      247.27  (feet) ADJUSTED
 EJ0199  ______________________________________________________________________
 EJ0199  GEOID HEIGHT    -        -26.616 (meters)                     GEOID18
 EJ0199  DYNAMIC HEIGHT  -         75.297 (meters)      247.04  (feet) COMP
 EJ0199  MODELED GRAVITY -    979,705.4   (mgal)                       NAVD 88
 EJ0199
 EJ0199  VERT ORDER      -  SECOND    CLASS 0
 EJ0199
 EJ0199.The horizontal coordinates were scaled from a map and have
 EJ0199.an estimated accuracy of +/- 6 seconds.
 EJ0199
 EJ0199.The orthometric height was determined by differential leveling and
 EJ0199.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0199.in June 1991.
 EJ0199
 EJ0199.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0199.GEOID18 height accuracy estimate available here.
 EJ0199
 EJ0199.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU765438(NAD 83)
 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
 EJ0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0199.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0199
 EJ0199_MARKER: DB = BENCH MARK DISK
 EJ0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0199_STAMPING: D 253 1940
 EJ0199_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1111 ***********************************************************************
 FG1111  DESIGNATION -  D 254
 FG1111  PID         -  FG1111
 FG1111  STATE/COUNTY-  AR/LOGAN
 FG1111  COUNTRY     -  US
 FG1111  USGS QUAD   -  NEW BLAINE (2017)
 FG1111
 FG1111                         *CURRENT SURVEY CONTROL
 FG1111  ______________________________________________________________________
 FG1111* NAD 83(1986) POSITION- 35 20 47.     (N) 093 27 13.     (W)   SCALED
 FG1111* NAVD 88 ORTHO HEIGHT -   114.335 (meters)      375.11  (feet) ADJUSTED
 FG1111  ______________________________________________________________________
 FG1111  GEOID HEIGHT    -        -29.460 (meters)                     GEOID18
 FG1111  DYNAMIC HEIGHT  -        114.227 (meters)      374.76  (feet) COMP
 FG1111  MODELED GRAVITY -    979,694.8   (mgal)                       NAVD 88
 FG1111
 FG1111  VERT ORDER      -  SECOND    CLASS 0
 FG1111
 FG1111.The horizontal coordinates were scaled from a map and have
 FG1111.an estimated accuracy of +/- 6 seconds.
 FG1111
 FG1111.The orthometric height was determined by differential leveling and
 FG1111.adjusted by the NATIONAL GEODETIC SURVEY
 FG1111.in June 1991.
 FG1111
 FG1111.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1111.GEOID18 height accuracy estimate available here.
 FG1111
 FG1111.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV587115(NAD 83)
 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
 FG1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1111.See file dsdata.pdf to determine how the superseded data were derived.
 FG1111
 FG1111_MARKER: DB = BENCH MARK DISK
 FG1111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1111_STAMPING: D 254 1940
 FG1111_MARK LOGO: CGS
 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             CGS
 FG1111
 FG1111                          STATION DESCRIPTION
 FG1111
 FG1111'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FH0205 ***********************************************************************
 FH0205  DESIGNATION -  D 257
 FH0205  PID         -  FH0205
 FH0205  STATE/COUNTY-  AR/SEBASTIAN
 FH0205  COUNTRY     -  US
 FH0205  USGS QUAD   -  BARLING (2017)
 FH0205
 FH0205                         *CURRENT SURVEY CONTROL
 FH0205  ______________________________________________________________________
 FH0205* NAD 83(1986) POSITION- 35 20 32.     (N) 094 19 25.     (W)   SCALED
 FH0205* NAVD 88 ORTHO HEIGHT -   123.321 (meters)      404.60  (feet) ADJUSTED
 FH0205  ______________________________________________________________________
 FH0205  GEOID HEIGHT    -        -30.170 (meters)                     GEOID18
 FH0205  DYNAMIC HEIGHT  -        123.204 (meters)      404.21  (feet) COMP
 FH0205  MODELED GRAVITY -    979,688.6   (mgal)                       NAVD 88
 FH0205
 FH0205  VERT ORDER      -  SECOND    CLASS 0
 FH0205
 FH0205.The horizontal coordinates were scaled from a map and have
 FH0205.an estimated accuracy of +/- 6 seconds.
 FH0205
 FH0205.The orthometric height was determined by differential leveling and
 FH0205.adjusted by the NATIONAL GEODETIC SURVEY
 FH0205.in June 1991.
 FH0205
 FH0205.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0205.GEOID18 height accuracy estimate available here.
 FH0205
 FH0205.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV797117(NAD 83)
 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
 FH0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0205.See file dsdata.pdf to determine how the superseded data were derived.
 FH0205
 FH0205_MARKER: DB = BENCH MARK DISK
 FH0205_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FH0205_SP_SET: BRIDGE
 FH0205_STAMPING: D 257 1940
 FH0205_MARK LOGO: CGS
 FH0205_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0205
 FH0205  HISTORY     - Date     Condition        Report By
 FH0205  HISTORY     - 1940     MONUMENTED       CGS
 FH0205  HISTORY     - 1959     GOOD             CGS
 FH0205  HISTORY     - 1984     MARK NOT FOUND   NGS
 FH0205
 FH0205                          STATION DESCRIPTION
 FH0205
 FH0205'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FH0796 ***********************************************************************
 FH0796  DESIGNATION -  D 257 RESET
 FH0796  PID         -  FH0796
 FH0796  STATE/COUNTY-  AR/SEBASTIAN
 FH0796  COUNTRY     -  US
 FH0796  USGS QUAD   -  BARLING (2017)
 FH0796
 FH0796                         *CURRENT SURVEY CONTROL
 FH0796  ______________________________________________________________________
 FH0796* NAD 83(1986) POSITION- 35 20 32.44   (N) 094 19 26.57   (W)   HD_HELD1
 FH0796* NAVD 88 ORTHO HEIGHT -   123.316 (meters)      404.58  (feet) ADJUSTED
 FH0796  ______________________________________________________________________
 FH0796  GEOID HEIGHT    -        -30.170 (meters)                     GEOID18
 FH0796  DYNAMIC HEIGHT  -        123.199 (meters)      404.20  (feet) COMP
 FH0796  MODELED GRAVITY -    979,688.6   (mgal)                       NAVD 88
 FH0796
 FH0796  VERT ORDER      -  FIRST     CLASS II
 FH0796
 FH0796.The horizontal coordinates were determined by differentially corrected
 FH0796.hand held GPS observations or other comparable positioning techniques
 FH0796.and have an estimated accuracy of +/- 3 meters.
 FH0796
 FH0796.The orthometric height was determined by differential leveling and
 FH0796.adjusted by the NATIONAL GEODETIC SURVEY
 FH0796.in November 2015.
 FH0796
 FH0796.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0796.GEOID18 height accuracy estimate available here.
 FH0796
 FH0796.Click photographs - Photos may exist for this station.
 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     -   114,434.0     188,760.7     MT  (+/- 3 meters HH1 GPS) 
 FH0796
 FH0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV7968011813(NAD 83)
 FH0796
 FH0796                          SUPERSEDED SURVEY CONTROL
 FH0796
 FH0796  NAVD 88 (06/15/91)  123.319  (m)          404.59   (f) SUPERSEDED  1 2
 FH0796
 FH0796.Superseded values are not recommended for survey control.
 FH0796
 FH0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0796.See file dsdata.pdf to determine how the superseded data were derived.
 FH0796
 FH0796_MARKER: DV = VERTICAL CONTROL DISK
 FH0796_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FH0796_SP_SET: BRIDGE WINGWALL
 FH0796_STAMPING: D 257 RESET 1975
 FH0796_MARK LOGO: NGS
 FH0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0796+STABILITY: SURFACE MOTION
 FH0796_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH0796+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2014
 FH0796
 FH0796  HISTORY     - Date     Condition        Report By
 FH0796  HISTORY     - 1975     MONUMENTED       NONE
 FH0796  HISTORY     - 1984     GOOD             NGS
 FH0796  HISTORY     - 20141216 GOOD             ARHD
 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.
 FH0796
 FH0796                          STATION RECOVERY (2014)
 FH0796
 FH0796'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (JDH)
 FH0796'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL1146 ***********************************************************************
 DL1146  DESIGNATION -  D 258
 DL1146  PID         -  DL1146
 DL1146  STATE/COUNTY-  AR/MILLER
 DL1146  COUNTRY     -  US
 DL1146  USGS QUAD   -  GARLAND (2017)
 DL1146
 DL1146                         *CURRENT SURVEY CONTROL
 DL1146  ______________________________________________________________________
 DL1146* NAD 83(1986) POSITION- 33 19 46.     (N) 093 41 37.     (W)   SCALED
 DL1146* NAVD 88 ORTHO HEIGHT -    68.750 (meters)      225.56  (feet) ADJUSTED
 DL1146  ______________________________________________________________________
 DL1146  GEOID HEIGHT    -        -26.754 (meters)                     GEOID18
 DL1146  DYNAMIC HEIGHT  -         68.677 (meters)      225.32  (feet) COMP
 DL1146  MODELED GRAVITY -    979,565.4   (mgal)                       NAVD 88
 DL1146
 DL1146  VERT ORDER      -  FIRST     CLASS I
 DL1146
 DL1146.The horizontal coordinates were scaled from a map and have
 DL1146.an estimated accuracy of +/- 6 seconds.
 DL1146
 DL1146.The orthometric height was determined by differential leveling and
 DL1146.adjusted by the NATIONAL GEODETIC SURVEY
 DL1146.in June 1991.
 DL1146
 DL1146.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1146.GEOID18 height accuracy estimate available here.
 DL1146
 DL1146.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS354880(NAD 83)
 DL1146
 DL1146                          SUPERSEDED SURVEY CONTROL
 DL1146
 DL1146  NGVD 29 (11/26/84)   68.781  (m)          225.66   (f) ADJUSTED    1 1
 DL1146
 DL1146.Superseded values are not recommended for survey control.
 DL1146
 DL1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1146.See file dsdata.pdf to determine how the superseded data were derived.
 DL1146
 DL1146_MARKER: DV = VERTICAL CONTROL DISK
 DL1146_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DL1146+WITH SETTING: INTO GROUND
 DL1146_STAMPING: D 258 1977
 DL1146_MARK LOGO: NGS
 DL1146_MAGNETIC: I = MARKER IS A STEEL ROD
 DL1146_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1119 ***********************************************************************
 DL1119  DESIGNATION -  D 259
 DL1119  PID         -  DL1119
 DL1119  STATE/COUNTY-  AR/MILLER
 DL1119  COUNTRY     -  US
 DL1119  USGS QUAD   -  DODDRIDGE NE (2017)
 DL1119
 DL1119                         *CURRENT SURVEY CONTROL
 DL1119  ______________________________________________________________________
 DL1119* NAD 83(1986) POSITION- 33 09 33.     (N) 093 50 58.     (W)   SCALED
 DL1119* NAVD 88 ORTHO HEIGHT -    61.667 (meters)      202.32  (feet) ADJUSTED
 DL1119  ______________________________________________________________________
 DL1119  GEOID HEIGHT    -        -26.624 (meters)                     GEOID18
 DL1119  DYNAMIC HEIGHT  -         61.600 (meters)      202.10  (feet) COMP
 DL1119  MODELED GRAVITY -    979,551.2   (mgal)                       NAVD 88
 DL1119
 DL1119  VERT ORDER      -  FIRST     CLASS I
 DL1119
 DL1119.The horizontal coordinates were scaled from a map and have
 DL1119.an estimated accuracy of +/- 6 seconds.
 DL1119
 DL1119.The orthometric height was determined by differential leveling and
 DL1119.adjusted by the NATIONAL GEODETIC SURVEY
 DL1119.in June 1991.
 DL1119
 DL1119.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1119.GEOID18 height accuracy estimate available here.
 DL1119
 DL1119.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS207692(NAD 83)
 DL1119
 DL1119                          SUPERSEDED SURVEY CONTROL
 DL1119
 DL1119  NGVD 29 (11/26/84)   61.696  (m)          202.41   (f) ADJUSTED    1 1
 DL1119
 DL1119.Superseded values are not recommended for survey control.
 DL1119
 DL1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1119.See file dsdata.pdf to determine how the superseded data were derived.
 DL1119
 DL1119_MARKER: DV = VERTICAL CONTROL DISK
 DL1119_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DL1119+WITH SETTING: INTO GROUND
 DL1119_STAMPING: D 259 1977
 DL1119_MARK LOGO: NGS
 DL1119_MAGNETIC: I = MARKER IS A STEEL ROD
 DL1119_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0288 ***********************************************************************
 GE0288  DESIGNATION -  D 26
 GE0288  PID         -  GE0288
 GE0288  STATE/COUNTY-  AR/RANDOLPH
 GE0288  COUNTRY     -  US
 GE0288  USGS QUAD   -  MANSON (2017)
 GE0288
 GE0288                         *CURRENT SURVEY CONTROL
 GE0288  ______________________________________________________________________
 GE0288* NAD 83(1986) POSITION- 36 12 29.     (N) 090 57 45.     (W)   SCALED
 GE0288* NAVD 88 ORTHO HEIGHT -    81.818 (meters)      268.43  (feet) ADJUSTED
 GE0288  ______________________________________________________________________
 GE0288  GEOID HEIGHT    -        -28.235 (meters)                     GEOID18
 GE0288  DYNAMIC HEIGHT  -         81.752 (meters)      268.21  (feet) COMP
 GE0288  MODELED GRAVITY -    979,818.4   (mgal)                       NAVD 88
 GE0288
 GE0288  VERT ORDER      -  FIRST     CLASS II
 GE0288
 GE0288.The horizontal coordinates were scaled from a map and have
 GE0288.an estimated accuracy of +/- 6 seconds.
 GE0288
 GE0288.The orthometric height was determined by differential leveling and
 GE0288.adjusted by the NATIONAL GEODETIC SURVEY
 GE0288.in June 1991.
 GE0288
 GE0288.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0288.GEOID18 height accuracy estimate available here.
 GE0288
 GE0288.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA831089(NAD 83)
 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
 GE0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0288.See file dsdata.pdf to determine how the superseded data were derived.
 GE0288
 GE0288_MARKER: DB = BENCH MARK DISK
 GE0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0288_STAMPING: 268.205 D 26 1932
 GE0288_MARK LOGO: CGS
 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   CGS
 GE0288
 GE0288                          STATION DESCRIPTION
 GE0288
 GE0288'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG0570 ***********************************************************************
 FG0570  DESIGNATION -  D 26
 FG0570  PID         -  FG0570
 FG0570  STATE/COUNTY-  AR/VAN BUREN
 FG0570  COUNTRY     -  US
 FG0570  USGS QUAD   -  BOTKINBURG (2017)
 FG0570
 FG0570                         *CURRENT SURVEY CONTROL
 FG0570  ______________________________________________________________________
 FG0570* NAD 83(1986) POSITION- 35 41 08.7    (N) 092 30 26.3    (W)   HD_HELD2
 FG0570* NAVD 88 ORTHO HEIGHT -   426.515 (meters)     1399.32  (feet) ADJUSTED
 FG0570  ______________________________________________________________________
 FG0570  GEOID HEIGHT    -        -27.879 (meters)                     GEOID18
 FG0570  DYNAMIC HEIGHT  -        426.113 (meters)     1398.01  (feet) COMP
 FG0570  MODELED GRAVITY -    979,677.1   (mgal)                       NAVD 88
 FG0570
 FG0570  VERT ORDER      -  SECOND    CLASS I
 FG0570
 FG0570.The horizontal coordinates were established by autonomous hand held GPS
 FG0570.observations and have an estimated accuracy of +/- 10 meters.
 FG0570
 FG0570.The orthometric height was determined by differential leveling and
 FG0570.adjusted by the NATIONAL GEODETIC SURVEY
 FG0570.in January 2017.
 FG0570
 FG0570.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0570.GEOID18 height accuracy estimate available here.
 FG0570
 FG0570.Click photographs - Photos may exist for this station.
 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     -   150,158.      354,082.      MT  (+/- 10 meters HH2 GPS)
 FG0570
 FG0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV4458149206(NAD 83)
 FG0570
 FG0570                          SUPERSEDED SURVEY CONTROL
 FG0570
 FG0570  NAVD 88 (06/15/91)  426.466  (m)         1399.16   (f) SUPERSEDED  2 0
 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
 FG0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0570.See file dsdata.pdf to determine how the superseded data were derived.
 FG0570
 FG0570_MARKER: DD = SURVEY DISK
 FG0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0570_STAMPING: D 26 1934
 FG0570_MARK LOGO: CGS+SS
 FG0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0570+STABILITY: SURFACE MOTION
 FG0570_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FG0570+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2015
 FG0570
 FG0570  HISTORY     - Date     Condition        Report By
 FG0570  HISTORY     - 1934     MONUMENTED       ARGS
 FG0570  HISTORY     - 1963     GOOD             CGS
 FG0570  HISTORY     - 20140604 GOOD             ARHD
 FG0570  HISTORY     - 20150824 GOOD             ARHD
 FG0570
 FG0570                          STATION DESCRIPTION
 FG0570
 FG0570'DESCRIBED BY COAST AND 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.
 FG0570
 FG0570                          STATION RECOVERY (2014)
 FG0570
 FG0570'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (JDH)
 FG0570'RECOVERED IN GOOD CONDITION.
 FG0570
 FG0570                          STATION RECOVERY (2015)
 FG0570
 FG0570'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 FG0570'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL1176 ***********************************************************************
 DL1176  DESIGNATION -  D 260
 DL1176  PID         -  DL1176
 DL1176  STATE/COUNTY-  AR/MILLER
 DL1176  COUNTRY     -  US
 DL1176  USGS QUAD   -  FULTON (2017)
 DL1176
 DL1176                         *CURRENT SURVEY CONTROL
 DL1176  ______________________________________________________________________
 DL1176* NAD 83(1986) POSITION- 33 34 53.     (N) 093 51 03.     (W)   SCALED
 DL1176* NAVD 88 ORTHO HEIGHT -    77.415 (meters)      253.99  (feet) ADJUSTED
 DL1176  ______________________________________________________________________
 DL1176  GEOID HEIGHT    -        -27.038 (meters)                     GEOID18
 DL1176  DYNAMIC HEIGHT  -         77.333 (meters)      253.72  (feet) COMP
 DL1176  MODELED GRAVITY -    979,584.8   (mgal)                       NAVD 88
 DL1176
 DL1176  VERT ORDER      -  FIRST     CLASS I
 DL1176
 DL1176.The horizontal coordinates were scaled from a map and have
 DL1176.an estimated accuracy of +/- 6 seconds.
 DL1176
 DL1176.The orthometric height was determined by differential leveling and
 DL1176.adjusted by the NATIONAL GEODETIC SURVEY
 DL1176.in June 1991.
 DL1176
 DL1176.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1176.GEOID18 height accuracy estimate available here.
 DL1176
 DL1176.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT210160(NAD 83)
 DL1176
 DL1176                          SUPERSEDED SURVEY CONTROL
 DL1176
 DL1176  NGVD 29 (11/26/84)   77.428  (m)          254.03   (f) ADJUSTED    1 1
 DL1176
 DL1176.Superseded values are not recommended for survey control.
 DL1176
 DL1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1176.See file dsdata.pdf to determine how the superseded data were derived.
 DL1176
 DL1176_MARKER: DV = VERTICAL CONTROL DISK
 DL1176_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DL1176+WITH SETTING: INTO GROUND
 DL1176_STAMPING: D 260 1977
 DL1176_MARK LOGO: NGS
 DL1176_MAGNETIC: I = MARKER IS A STEEL ROD
 DL1176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL1176
 DL1176  HISTORY     - Date     Condition        Report By
 DL1176  HISTORY     - 1977     MONUMENTED       NGS
 DL1176  HISTORY     - 20130315 MARK NOT FOUND   ARHD
 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.
 DL1176
 DL1176                          STATION RECOVERY (2013)
 DL1176
 DL1176'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (JDH)
 DL1176'THE LAND OWNER SAID THE LEVEE HAD BEEN REDONE ABOUT 10 YEARS AGO WITH
 DL1176'A DOZER.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL1187 ***********************************************************************
 DL1187  DESIGNATION -  D 261
 DL1187  PID         -  DL1187
 DL1187  STATE/COUNTY-  AR/MILLER
 DL1187  COUNTRY     -  US
 DL1187  USGS QUAD   -  HOMAN (2017)
 DL1187
 DL1187                         *CURRENT SURVEY CONTROL
 DL1187  ______________________________________________________________________
 DL1187* NAD 83(1986) POSITION- 33 30 47.88   (N) 093 55 55.07   (W)   HD_HELD1
 DL1187* NAVD 88 ORTHO HEIGHT -    79.515 (meters)      260.88  (feet) ADJUSTED
 DL1187  ______________________________________________________________________
 DL1187  GEOID HEIGHT    -        -26.986 (meters)                     GEOID18
 DL1187  DYNAMIC HEIGHT  -         79.430 (meters)      260.60  (feet) COMP
 DL1187  MODELED GRAVITY -    979,577.0   (mgal)                       NAVD 88
 DL1187
 DL1187  VERT ORDER      -  FIRST     CLASS I
 DL1187
 DL1187.The horizontal coordinates were determined by differentially corrected
 DL1187.hand held GPS observations or other comparable positioning techniques
 DL1187.and have an estimated accuracy of +/- 3 meters.
 DL1187
 DL1187.The orthometric height was determined by differential leveling and
 DL1187.adjusted by the NATIONAL GEODETIC SURVEY
 DL1187.in June 1991.
 DL1187
 DL1187.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1187.GEOID18 height accuracy estimate available here.
 DL1187
 DL1187.Click photographs - Photos may exist for this station.
 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     -   495,596.2     220,522.4     MT  (+/- 3 meters HH1 GPS) 
 DL1187
 DL1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT1344508582(NAD 83)
 DL1187
 DL1187                          SUPERSEDED SURVEY CONTROL
 DL1187
 DL1187  NGVD 29 (11/26/84)   79.529  (m)          260.92   (f) ADJUSTED    1 1
 DL1187
 DL1187.Superseded values are not recommended for survey control.
 DL1187
 DL1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1187.See file dsdata.pdf to determine how the superseded data were derived.
 DL1187
 DL1187_MARKER: DV = VERTICAL CONTROL DISK
 DL1187_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL1187_SP_SET: BOX CULVERT HEADWALL
 DL1187_STAMPING: D 261 1977
 DL1187_MARK LOGO: NGS
 DL1187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1187+STABILITY: SURFACE MOTION
 DL1187_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1187+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2016
 DL1187
 DL1187  HISTORY     - Date     Condition        Report By
 DL1187  HISTORY     - 1977     MONUMENTED       NGS
 DL1187  HISTORY     - 20160323 GOOD             ARHD
 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.
 DL1187
 DL1187                          STATION RECOVERY (2016)
 DL1187
 DL1187'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 DL1187'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0568 ***********************************************************************
 FG0568  DESIGNATION -  D 27
 FG0568  PID         -  FG0568
 FG0568  STATE/COUNTY-  AR/VAN BUREN
 FG0568  COUNTRY     -  US
 FG0568  USGS QUAD   -  BOTKINBURG (2017)
 FG0568
 FG0568                         *CURRENT SURVEY CONTROL
 FG0568  ______________________________________________________________________
 FG0568* NAD 83(1986) POSITION- 35 42 46.     (N) 092 31 03.     (W)   SCALED
 FG0568* NAVD 88 ORTHO HEIGHT -   432.923 (meters)     1420.35  (feet) ADJUSTED
 FG0568  ______________________________________________________________________
 FG0568  GEOID HEIGHT    -        -27.872 (meters)                     GEOID18
 FG0568  DYNAMIC HEIGHT  -        432.516 (meters)     1419.01  (feet) COMP
 FG0568  MODELED GRAVITY -    979,680.6   (mgal)                       NAVD 88
 FG0568
 FG0568  VERT ORDER      -  SECOND    CLASS 0
 FG0568
 FG0568.The horizontal coordinates were scaled from a map and have
 FG0568.an estimated accuracy of +/- 6 seconds.
 FG0568
 FG0568.The orthometric height was determined by differential leveling and
 FG0568.adjusted by the NATIONAL GEODETIC SURVEY
 FG0568.in June 1991.
 FG0568
 FG0568.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0568.GEOID18 height accuracy estimate available here.
 FG0568
 FG0568.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV436521(NAD 83)
 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
 FG0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0568.See file dsdata.pdf to determine how the superseded data were derived.
 FG0568
 FG0568_MARKER: DD = SURVEY DISK
 FG0568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0568_STAMPING: D 27 1934
 FG0568_MARK LOGO: CGS+SS
 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             CGS
 FG0568  HISTORY     - 20150824 MARK NOT FOUND   ARHD
 FG0568
 FG0568                          STATION DESCRIPTION
 FG0568
 FG0568'DESCRIBED BY COAST AND 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.
 FG0568
 FG0568                          STATION RECOVERY (2015)
 FG0568
 FG0568'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 FG0568'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GG0083 ***********************************************************************
 GG0083  DESIGNATION -  D 27
 GG0083  PID         -  GG0083
 GG0083  STATE/COUNTY-  AR/WASHINGTON
 GG0083  COUNTRY     -  US
 GG0083  USGS QUAD   -  FAYETTEVILLE (2017)
 GG0083
 GG0083                         *CURRENT SURVEY CONTROL
 GG0083  ______________________________________________________________________
 GG0083* NAD 83(1986) POSITION- 36 04 21.     (N) 094 10 04.     (W)   SCALED
 GG0083* NAVD 88 ORTHO HEIGHT -   408.061 (meters)     1338.78  (feet) ADJUSTED
 GG0083  ______________________________________________________________________
 GG0083  GEOID HEIGHT    -        -28.074 (meters)                     GEOID18
 GG0083  DYNAMIC HEIGHT  -        407.694 (meters)     1337.58  (feet) COMP
 GG0083  MODELED GRAVITY -    979,721.8   (mgal)                       NAVD 88
 GG0083
 GG0083  VERT ORDER      -  FIRST     CLASS II
 GG0083
 GG0083.The horizontal coordinates were scaled from a map and have
 GG0083.an estimated accuracy of +/- 6 seconds.
 GG0083
 GG0083.The orthometric height was determined by differential leveling and
 GG0083.adjusted by the NATIONAL GEODETIC SURVEY
 GG0083.in June 1991.
 GG0083
 GG0083.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0083.GEOID18 height accuracy estimate available here.
 GG0083
 GG0083.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV948926(NAD 83)
 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
 GG0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0083.See file dsdata.pdf to determine how the superseded data were derived.
 GG0083
 GG0083_MARKER: DB = BENCH MARK DISK
 GG0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0083_STAMPING: 1338.242 D 27 1932
 GG0083_MARK LOGO: CGS
 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             CGS
 GG0083  HISTORY     - 1971     MARK NOT FOUND   LOCENG
 GG0083  HISTORY     - 19891115 MARK NOT FOUND   NGS
 GG0083  HISTORY     - 20120207 MARK NOT FOUND   ARHD
 GG0083
 GG0083                          STATION DESCRIPTION
 GG0083
 GG0083'DESCRIBED BY COAST AND 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.
 GG0083
 GG0083                          STATION RECOVERY (2012)
 GG0083
 GG0083'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (JDH)
 GG0083'MARK NOT FOUND
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0564 ***********************************************************************
 FG0564  DESIGNATION -  D 28
 FG0564  PID         -  FG0564
 FG0564  STATE/COUNTY-  AR/VAN BUREN
 FG0564  COUNTRY     -  US
 FG0564  USGS QUAD   -  BOTKINBURG (2017)
 FG0564
 FG0564                         *CURRENT SURVEY CONTROL
 FG0564  ______________________________________________________________________
 FG0564* NAD 83(1986) POSITION- 35 44 17.     (N) 092 31 23.     (W)   SCALED
 FG0564* NAVD 88 ORTHO HEIGHT -   474.628 (meters)     1557.18  (feet) ADJUSTED
 FG0564  ______________________________________________________________________
 FG0564  GEOID HEIGHT    -        -27.871 (meters)                     GEOID18
 FG0564  DYNAMIC HEIGHT  -        474.182 (meters)     1555.71  (feet) COMP
 FG0564  MODELED GRAVITY -    979,677.5   (mgal)                       NAVD 88
 FG0564
 FG0564  VERT ORDER      -  SECOND    CLASS 0
 FG0564
 FG0564.The horizontal coordinates were scaled from a map and have
 FG0564.an estimated accuracy of +/- 6 seconds.
 FG0564
 FG0564.The orthometric height was determined by differential leveling and
 FG0564.adjusted by the NATIONAL GEODETIC SURVEY
 FG0564.in June 1991.
 FG0564
 FG0564.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0564.GEOID18 height accuracy estimate available here.
 FG0564
 FG0564.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV431550(NAD 83)
 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
 FG0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0564.See file dsdata.pdf to determine how the superseded data were derived.
 FG0564
 FG0564_MARKER: DD = SURVEY DISK
 FG0564_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0564_STAMPING: D 28 1934
 FG0564_MARK LOGO: CGS+SS
 FG0564_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0564
 FG0564  HISTORY     - Date     Condition        Report By
 FG0564  HISTORY     - 1934     MONUMENTED       ARGS
 FG0564  HISTORY     - 1935     GOOD             CGS
 FG0564  HISTORY     - 20150824 MARK NOT FOUND   ARHD
 FG0564
 FG0564                          STATION DESCRIPTION
 FG0564
 FG0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FG0564'1.4 MI SOUTH FROM DENNARD ALONG U. S. HIGHWAY NO. 65 FROM JUNCTION
 FG0564'WITH ROAD LEADING TO WITT SPRING.  MARK SET AT BEGINNING OF SHARP
 FG0564'CURVE IN HIGHWAY NO. 65 AT TOP OF HILL. ABOUT 135 FEET NORTHWEST OF
 FG0564'NORTHWEST CORNER OF SQUARE STONE HOUSE USED FOR STORAGE. 55.2 FEET
 FG0564'NORTHWEST OF SOUTHEAST FENCE CORNER OF CULTIVATED FIELD. 47.9 FEET
 FG0564'NORTHEAST OF CENTERLINE OF U. S. HIGHWAY NO. 65. 38.4 FEET NORTH OF
 FG0564'NORTHEAST CORNER OF 8 X 4 FT. CONCRETE PIPE BOX CULVERT. 3.1 FEET
 FG0564'SOUTHWEST OF FENCE PARALLELING HIGHWAY NO. 65. TABLET SET IN PRECAST
 FG0564'CONCRETE POST.
 FG0564
 FG0564                          STATION RECOVERY (2015)
 FG0564
 FG0564'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 FG0564'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FH0039 ***********************************************************************
 FH0039  DESIGNATION -  D 28
 FH0039  PID         -  FH0039
 FH0039  STATE/COUNTY-  AR/CRAWFORD
 FH0039  COUNTRY     -  US
 FH0039  USGS QUAD   -  MOUNTAINBURG (2017)
 FH0039
 FH0039                         *CURRENT SURVEY CONTROL
 FH0039  ______________________________________________________________________
 FH0039* NAD 83(1986) POSITION- 35 37 34.     (N) 094 10 33.     (W)   SCALED
 FH0039* NAVD 88 ORTHO HEIGHT -   216.239 (meters)      709.44  (feet) ADJUSTED
 FH0039  ______________________________________________________________________
 FH0039  GEOID HEIGHT    -        -28.869 (meters)                     GEOID18
 FH0039  DYNAMIC HEIGHT  -        216.041 (meters)      708.79  (feet) COMP
 FH0039  MODELED GRAVITY -    979,711.8   (mgal)                       NAVD 88
 FH0039
 FH0039  VERT ORDER      -  FIRST     CLASS II
 FH0039
 FH0039.The horizontal coordinates were scaled from a map and have
 FH0039.an estimated accuracy of +/- 6 seconds.
 FH0039
 FH0039.The orthometric height was determined by differential leveling and
 FH0039.adjusted by the NATIONAL GEODETIC SURVEY
 FH0039.in June 1991.
 FH0039
 FH0039.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0039.GEOID18 height accuracy estimate available here.
 FH0039
 FH0039.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV935431(NAD 83)
 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
 FH0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0039.See file dsdata.pdf to determine how the superseded data were derived.
 FH0039
 FH0039_MARKER: DB = BENCH MARK DISK
 FH0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0039_STAMPING: 709.067 D 28 1932
 FH0039_MARK LOGO: CGS
 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   CGS
 FH0039  HISTORY     - 19891115 MARK NOT FOUND   NGS
 FH0039
 FH0039                          STATION DESCRIPTION
 FH0039
 FH0039'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG0565 ***********************************************************************
 FG0565  DESIGNATION -  D 28 RESET
 FG0565  PID         -  FG0565
 FG0565  STATE/COUNTY-  AR/VAN BUREN
 FG0565  COUNTRY     -  US
 FG0565  USGS QUAD   -  BOTKINBURG (2017)
 FG0565
 FG0565                         *CURRENT SURVEY CONTROL
 FG0565  ______________________________________________________________________
 FG0565* NAD 83(1986) POSITION- 35 44 17.36   (N) 092 31 22.13   (W)   HD_HELD1
 FG0565* NAVD 88 ORTHO HEIGHT -   474.514 (meters)     1556.80  (feet) ADJUSTED
 FG0565  ______________________________________________________________________
 FG0565  GEOID HEIGHT    -        -27.871 (meters)                     GEOID18
 FG0565  DYNAMIC HEIGHT  -        474.068 (meters)     1555.34  (feet) COMP
 FG0565  MODELED GRAVITY -    979,677.5   (mgal)                       NAVD 88
 FG0565
 FG0565  VERT ORDER      -  SECOND    CLASS I
 FG0565
 FG0565.The horizontal coordinates were determined by differentially corrected
 FG0565.hand held GPS observations or other comparable positioning techniques
 FG0565.and have an estimated accuracy of +/- 3 meters.
 FG0565
 FG0565.The orthometric height was determined by differential leveling and
 FG0565.adjusted by the NATIONAL GEODETIC SURVEY
 FG0565.in January 2017.
 FG0565
 FG0565.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0565.GEOID18 height accuracy estimate available here.
 FG0565
 FG0565.Click photographs - Photos may exist for this station.
 FG0565
 FG0565.The dynamic height is computed by dividing the NAVD 88
 FG0565.geopotential number by the normal gravity value computed on the
 FG0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG0565.degrees latitude (g = 980.6199 gals.).
 FG0565
 FG0565.The modeled gravity was interpolated from observed gravity values.
 FG0565
 FG0565;                    North         East    Units  Estimated Accuracy
 FG0565;SPC AR N     -   155,979.3     352,708.9     MT  (+/- 3 meters HH1 GPS) 
 FG0565
 FG0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV4314955011(NAD 83)
 FG0565
 FG0565                          SUPERSEDED SURVEY CONTROL
 FG0565
 FG0565  NAVD 88 (08/21/02)  474.495  (m)         1556.74   (f) SUPERSEDED  3 0
 FG0565
 FG0565.Superseded values are not recommended for survey control.
 FG0565
 FG0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0565.See file dsdata.pdf to determine how the superseded data were derived.
 FG0565
 FG0565_MARKER: DB = BENCH MARK DISK
 FG0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0565_STAMPING: D 28 ARK GEOD S RESET 1962
 FG0565_MARK LOGO: CGS
 FG0565_PROJECTION: PROJECTING 10 CENTIMETERS
 FG0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0565+STABILITY: SURFACE MOTION
 FG0565_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG0565+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2015
 FG0565
 FG0565  HISTORY     - Date     Condition        Report By
 FG0565  HISTORY     - 1962     MONUMENTED       CGS
 FG0565  HISTORY     - 20150831 GOOD             ARHD
 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.
 FG0565
 FG0565                          STATION RECOVERY (2015)
 FG0565
 FG0565'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 FG0565'RECOVERED IN GOOD CONDITION.
 FG0565'
 FG0565'NOTE-ADDITIONS-IT IS 106 FT (32.3 M) SOUTH OF A R/W MONUMENT, 48 FT
 FG0565'(14.6 M) SOUTHEAST OF A HEADWALL AND 19 FT (5.8 M) WEST OF A 28 INCH
 FG0565'(71 CM) PINE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1607 ***********************************************************************
 EJ1607  DESIGNATION -  D 287
 EJ1607  PID         -  EJ1607
 EJ1607  STATE/COUNTY-  AR/PULASKI
 EJ1607  COUNTRY     -  US
 EJ1607  USGS QUAD   -  SWEET HOME (2017)
 EJ1607
 EJ1607                         *CURRENT SURVEY CONTROL
 EJ1607  ______________________________________________________________________
 EJ1607* NAD 83(1986) POSITION- 34 43 00.6    (N) 092 14 08.5    (W)   HD_HELD2
 EJ1607* NAVD 88 ORTHO HEIGHT -    77.527 (meters)      254.35  (feet) ADJUSTED
 EJ1607  ______________________________________________________________________
 EJ1607  GEOID HEIGHT    -        -26.600 (meters)                     GEOID18
 EJ1607  DYNAMIC HEIGHT  -         77.454 (meters)      254.11  (feet) COMP
 EJ1607  MODELED GRAVITY -    979,702.8   (mgal)                       NAVD 88
 EJ1607
 EJ1607  VERT ORDER      -  FIRST     CLASS II
 EJ1607
 EJ1607.The horizontal coordinates were established by autonomous hand held GPS
 EJ1607.observations and have an estimated accuracy of +/- 10 meters.
 EJ1607
 EJ1607.The orthometric height was determined by differential leveling and
 EJ1607.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1607.in June 1991.
 EJ1607
 EJ1607.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1607.GEOID18 height accuracy estimate available here.
 EJ1607
 EJ1607.Click photographs - Photos may exist for this station.
 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     -   627,420.      378,410.      MT  (+/- 10 meters HH2 GPS)
 EJ1607
 EJ1607_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6998441907(NAD 83)
 EJ1607
 EJ1607                          SUPERSEDED SURVEY CONTROL
 EJ1607
 EJ1607.No superseded survey control is available for this station.
 EJ1607
 EJ1607_MARKER: DV = VERTICAL CONTROL 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 DEPARTMENT OF TRANSPORTATION 2006 (TPS)
 EJ1607'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1635 ***********************************************************************
 EJ1635  DESIGNATION -  D 288
 EJ1635  PID         -  EJ1635
 EJ1635  STATE/COUNTY-  AR/JEFFERSON
 EJ1635  COUNTRY     -  US
 EJ1635  USGS QUAD   -  REDFIELD (2017)
 EJ1635
 EJ1635                         *CURRENT SURVEY CONTROL
 EJ1635  ______________________________________________________________________
 EJ1635* NAD 83(2011) POSITION- 34 26 22.58207(N) 092 11 50.27815(W)   ADJUSTED
 EJ1635* NAD 83(2011) ELLIP HT-    83.390 (meters)        (02/13/24)   ADJUSTED
 EJ1635* NAD 83(2011) EPOCH   -  2010.00
 EJ1635* NAVD 88 ORTHO HEIGHT -   109.443 (meters)      359.06  (feet) ADJUSTED
 EJ1635  ______________________________________________________________________
 EJ1635  GEOID HEIGHT    -        -26.087 (meters)                     GEOID18
 EJ1635  NAD 83(2011) X  -   -201,898.497 (meters)                     COMP
 EJ1635  NAD 83(2011) Y  - -5,262,031.963 (meters)                     COMP
 EJ1635  NAD 83(2011) Z  -  3,586,815.830 (meters)                     COMP
 EJ1635  LAPLACE CORR    -         -0.32  (seconds)                    DEFLEC18
 EJ1635  DYNAMIC HEIGHT  -        109.339 (meters)      358.72  (feet) COMP
 EJ1635  MODELED GRAVITY -    979,688.7   (mgal)                       NAVD 88
 EJ1635
 EJ1635  VERT ORDER      -  FIRST     CLASS II
 EJ1635
 EJ1635  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 EJ1635  Standards:
 EJ1635         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 EJ1635            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 EJ1635  -------------------------------------------------------------------
 EJ1635  NETWORK    0.50   0.74           0.20   0.21   0.38      0.06880723
 EJ1635  -------------------------------------------------------------------
 EJ1635  Click here for local accuracies and other accuracy information.
 EJ1635
 EJ1635.The horizontal coordinates were established by GPS observations
 EJ1635.and adjusted by the ARKANSAS DEPT OF TRANS in February 2024.
 EJ1635
 EJ1635.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 EJ1635.been affixed to the stable North American tectonic plate. See 
 EJ1635.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 EJ1635
 EJ1635.The horizontal coordinates are valid at the epoch date displayed above
 EJ1635.which is a decimal equivalence of Year/Month/Day.
 EJ1635
 EJ1635.The orthometric height was determined by differential leveling and
 EJ1635.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1635.in June 1991.
 EJ1635
 EJ1635.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1635.GEOID18 height accuracy estimate available here.
 EJ1635
 EJ1635.Click photographs - Photos may exist for this station.
 EJ1635
 EJ1635.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EJ1635
 EJ1635.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1635
 EJ1635.The ellipsoidal height was determined by GPS observations
 EJ1635.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 EJ1635
 EJ1635;                    North         East     Units Scale Factor Converg.
 EJ1635;SPC AR S     -   596,660.571   381,867.999   MT  0.99994340   -0 06 37.5
 EJ1635;SPC AR S     - 1,957,543.89  1,252,845.26   sFT  0.99994340   -0 06 37.5
 EJ1635;UTM  15      - 3,811,192.534   573,744.489   MT  0.99966703   +0 27 14.3
 EJ1635
 EJ1635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1635!SPC AR S     -   0.99998691  x   0.99994340  =   0.99993031
 EJ1635!UTM  15      -   0.99998691  x   0.99966703  =   0.99965394
 EJ1635
 EJ1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7374411192(NAD 83)
 EJ1635
 EJ1635                          SUPERSEDED SURVEY CONTROL
 EJ1635
 EJ1635.No superseded survey control is available for this station.
 EJ1635
 EJ1635_MARKER: DV = VERTICAL CONTROL 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EJ1635+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2023
 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  HISTORY     - 20150709 GOOD             ARHD
 EJ1635  HISTORY     - 20151026 GOOD             BFENG
 EJ1635  HISTORY     - 20231206 GOOD             ARHD
 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.
 EJ1635
 EJ1635                          STATION RECOVERY (2015)
 EJ1635
 EJ1635'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 EJ1635'RECOVERED IN GOOD CONDITION.
 EJ1635
 EJ1635                          STATION RECOVERY (2015)
 EJ1635
 EJ1635'RECOVERY NOTE BY B AND F ENGINEERING 2015 (LWT)
 EJ1635'RECOVERED IN GOOD CONDITION.
 EJ1635
 EJ1635                          STATION RECOVERY (2023)
 EJ1635
 EJ1635'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2023 (JDH)
 EJ1635'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH2581 ***********************************************************************
 EH2581  DESIGNATION -  D 289
 EH2581  PID         -  EH2581
 EH2581  STATE/COUNTY-  AR/JEFFERSON
 EH2581  COUNTRY     -  US
 EH2581  USGS QUAD   -  LADD (2017)
 EH2581
 EH2581                         *CURRENT SURVEY CONTROL
 EH2581  ______________________________________________________________________
 EH2581* NAD 83(1986) POSITION- 34 11 40.6    (N) 091 53 40.8    (W)   HD_HELD2
 EH2581* NAVD 88 ORTHO HEIGHT -    60.011 (meters)      196.89  (feet) ADJUSTED
 EH2581  ______________________________________________________________________
 EH2581  GEOID HEIGHT    -        -25.971 (meters)                     GEOID18
 EH2581  DYNAMIC HEIGHT  -         59.953 (meters)      196.70  (feet) COMP
 EH2581  MODELED GRAVITY -    979,666.4   (mgal)                       NAVD 88
 EH2581
 EH2581  VERT ORDER      -  FIRST     CLASS II
 EH2581
 EH2581.The horizontal coordinates were established by autonomous hand held GPS
 EH2581.observations and have an estimated accuracy of +/- 10 meters.
 EH2581
 EH2581.The orthometric height was determined by differential leveling and
 EH2581.adjusted by the NATIONAL GEODETIC SURVEY
 EH2581.in June 1991.
 EH2581
 EH2581.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2581.GEOID18 height accuracy estimate available here.
 EH2581
 EH2581.Click photographs - Photos may exist for this station.
 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     -   569,473.      409,708.      MT  (+/- 10 meters HH2 GPS)
 EH2581
 EH2581_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT0184484286(NAD 83)
 EH2581
 EH2581                          SUPERSEDED SURVEY CONTROL
 EH2581
 EH2581.No superseded survey control is available for this station.
 EH2581
 EH2581_MARKER: F = FLANGE-ENCASED ROD
 EH2581_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EH2581_STAMPING: D 289 1984
 EH2581_MARK LOGO: NGS
 EH2581_PROJECTION: FLUSH
 EH2581_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2581_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2581+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2015
 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  HISTORY     - 20070507 GOOD             MAEC
 EH2581  HISTORY     - 20150317 GOOD             NGS
 EH2581  HISTORY     - 20150611 GOOD             ARHD
 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.
 EH2581
 EH2581                          STATION RECOVERY (2007)
 EH2581
 EH2581'RECOVERY NOTE BY MA ENGINEERING CONSULT INC 2007 (SH)
 EH2581'RECOVERED IN GOOD CONDITION.
 EH2581
 EH2581                          STATION RECOVERY (2015)
 EH2581
 EH2581'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2015 (JBW)
 EH2581'RECOVERED IN GOOD CONDITION.
 EH2581
 EH2581                          STATION RECOVERY (2015)
 EH2581
 EH2581'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 EH2581'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0561 ***********************************************************************
 FG0561  DESIGNATION -  D 29
 FG0561  PID         -  FG0561
 FG0561  STATE/COUNTY-  AR/VAN BUREN
 FG0561  COUNTRY     -  US
 FG0561  USGS QUAD   -  LESLIE (2017)
 FG0561
 FG0561                         *CURRENT SURVEY CONTROL
 FG0561  ______________________________________________________________________
 FG0561* NAD 83(1986) POSITION- 35 45 54.     (N) 092 31 20.     (W)   SCALED
 FG0561* NAVD 88 ORTHO HEIGHT -   455.939 (meters)     1495.86  (feet) ADJUSTED
 FG0561  ______________________________________________________________________
 FG0561  GEOID HEIGHT    -        -27.875 (meters)                     GEOID18
 FG0561  DYNAMIC HEIGHT  -        455.513 (meters)     1494.46  (feet) COMP
 FG0561  MODELED GRAVITY -    979,684.2   (mgal)                       NAVD 88
 FG0561
 FG0561  VERT ORDER      -  SECOND    CLASS 0
 FG0561
 FG0561.The horizontal coordinates were scaled from a map and have
 FG0561.an estimated accuracy of +/- 6 seconds.
 FG0561
 FG0561.The orthometric height was determined by differential leveling and
 FG0561.adjusted by the NATIONAL GEODETIC SURVEY
 FG0561.in June 1991.
 FG0561
 FG0561.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0561.GEOID18 height accuracy estimate available here.
 FG0561
 FG0561.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV431579(NAD 83)
 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
 FG0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0561.See file dsdata.pdf to determine how the superseded data were derived.
 FG0561
 FG0561_MARKER: DD = SURVEY DISK
 FG0561_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0561_STAMPING: D 29 1934
 FG0561_MARK LOGO: CGS+SS
 FG0561_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0561
 FG0561  HISTORY     - Date     Condition        Report By
 FG0561  HISTORY     - 1934     MONUMENTED       ARGS
 FG0561  HISTORY     - 1962     MARK NOT FOUND   CGS
 FG0561  HISTORY     - 1964     MARK NOT FOUND   USGS
 FG0561  HISTORY     - 20150824 MARK NOT FOUND   ARHD
 FG0561
 FG0561                          STATION DESCRIPTION
 FG0561
 FG0561'DESCRIBED BY COAST AND 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.
 FG0561
 FG0561                          STATION RECOVERY (2015)
 FG0561
 FG0561'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 FG0561'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1661 ***********************************************************************
 EJ1661  DESIGNATION -  D 290
 EJ1661  PID         -  EJ1661
 EJ1661  STATE/COUNTY-  AR/PULASKI
 EJ1661  COUNTRY     -  US
 EJ1661  USGS QUAD   -  NORTH LITTLE ROCK (2017)
 EJ1661
 EJ1661                         *CURRENT SURVEY CONTROL
 EJ1661  ______________________________________________________________________
 EJ1661* NAD 83(1986) POSITION- 34 46 49.     (N) 092 16 41.     (W)   SCALED
 EJ1661* NAVD 88 ORTHO HEIGHT -    87.736 (meters)      287.85  (feet) ADJUSTED
 EJ1661  ______________________________________________________________________
 EJ1661  GEOID HEIGHT    -        -26.738 (meters)                     GEOID18
 EJ1661  DYNAMIC HEIGHT  -         87.655 (meters)      287.58  (feet) COMP
 EJ1661  MODELED GRAVITY -    979,708.3   (mgal)                       NAVD 88
 EJ1661
 EJ1661  VERT ORDER      -  FIRST     CLASS II
 EJ1661
 EJ1661.The horizontal coordinates were scaled from a map and have
 EJ1661.an estimated accuracy of +/- 6 seconds.
 EJ1661
 EJ1661.The orthometric height was determined by differential leveling and
 EJ1661.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1661.in September 2023.
 EJ1661
 EJ1661.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1661.GEOID18 height accuracy estimate available here.
 EJ1661
 EJ1661.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU660489(NAD 83)
 EJ1661
 EJ1661                          SUPERSEDED SURVEY CONTROL
 EJ1661
 EJ1661  NAVD 88 (06/15/91)   87.721  (m)          287.80   (f) SUPERSEDED  1 2
 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
 EJ1661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1661.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1661
 EJ1661_MARKER: F = FLANGE-ENCASED ROD
 EJ1661_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EJ1661+WITH SETTING: INFORMATION.
 EJ1661_STAMPING: D 290 1984
 EJ1661_MARK LOGO: NGS
 EJ1661_PROJECTION: FLUSH
 EJ1661_STABILITY: B = PROBABLY HOLD 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  HISTORY     - 20120508 GOOD             ARHD
 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.
 EJ1661
 EJ1661                          STATION RECOVERY (2012)
 EJ1661
 EJ1661'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (JDH)
 EJ1661'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1541 ***********************************************************************
 FG1541  DESIGNATION -  D 291
 FG1541  PID         -  FG1541
 FG1541  STATE/COUNTY-  AR/FAULKNER
 FG1541  COUNTRY     -  US
 FG1541  USGS QUAD   -  CONWAY (2017)
 FG1541
 FG1541                         *CURRENT SURVEY CONTROL
 FG1541  ______________________________________________________________________
 FG1541* NAD 83(1986) POSITION- 35 06 28.32   (N) 092 26 43.05   (W)   HD_HELD1
 FG1541* NAVD 88 ORTHO HEIGHT -   107.184 (meters)      351.65  (feet) ADJUSTED
 FG1541  ______________________________________________________________________
 FG1541  GEOID HEIGHT    -        -27.995 (meters)                     GEOID18
 FG1541  DYNAMIC HEIGHT  -        107.083 (meters)      351.32  (feet) COMP
 FG1541  MODELED GRAVITY -    979,696.2   (mgal)                       NAVD 88
 FG1541
 FG1541  VERT ORDER      -  FIRST     CLASS II
 FG1541
 FG1541.The horizontal coordinates were determined by differentially corrected
 FG1541.hand held GPS observations or other comparable positioning techniques
 FG1541.and have an estimated accuracy of +/- 3 meters.
 FG1541
 FG1541.The orthometric height was determined by differential leveling and
 FG1541.adjusted by the NATIONAL GEODETIC SURVEY
 FG1541.in January 2024.
 FG1541
 FG1541.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1541.GEOID18 height accuracy estimate available here.
 FG1541
 FG1541.Click photographs - Photos may exist for this station.
 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     -    86,019.8     359,404.9     MT  (+/- 3 meters HH1 GPS) 
 FG1541
 FG1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5055185145(NAD 83)
 FG1541
 FG1541                          SUPERSEDED SURVEY CONTROL
 FG1541
 FG1541  NAVD 88 (06/15/91)  107.194  (m)          351.69   (f) SUPERSEDED  1 2
 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
 FG1541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1541.See file dsdata.pdf to determine how the superseded data were derived.
 FG1541
 FG1541_MARKER: F = FLANGE-ENCASED ROD
 FG1541_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FG1541+WITH SETTING: INFORMATION.
 FG1541_STAMPING: D 291 1984
 FG1541_MARK LOGO: NGS
 FG1541_PROJECTION: RECESSED 2 CENTIMETERS
 FG1541_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG1541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG1541+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2023
 FG1541_ROD/PIPE-DEPTH: 1.8 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  HISTORY     - 20120601 GOOD             USACEL
 FG1541  HISTORY     - 20151027 GOOD             CONSOL
 FG1541  HISTORY     - 20230905 GOOD             ARHD
 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.
 FG1541
 FG1541                          STATION RECOVERY (2012)
 FG1541
 FG1541'RECOVERY NOTE BY USACE LITTLE ROCK 2012 (RJA)
 FG1541'NOT RECOMENDED FOR GPS
 FG1541
 FG1541                          STATION RECOVERY (2015)
 FG1541
 FG1541'RECOVERY NOTE BY CONSOLIDATED LAND SERVICE 2015
 FG1541'RECOVERED IN GOOD CONDITION.
 FG1541
 FG1541                          STATION RECOVERY (2023)
 FG1541
 FG1541'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2023 (JDH)
 FG1541'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH2601 ***********************************************************************
 EH2601  DESIGNATION -  D 292
 EH2601  PID         -  EH2601
 EH2601  STATE/COUNTY-  AR/LINCOLN
 EH2601  COUNTRY     -  US
 EH2601  USGS QUAD   -  CADES (2017)
 EH2601
 EH2601                         *CURRENT SURVEY CONTROL
 EH2601  ______________________________________________________________________
 EH2601* NAD 83(1986) POSITION- 34 01 20.     (N) 091 35 34.     (W)   SCALED
 EH2601* NAVD 88 ORTHO HEIGHT -    52.619 (meters)      172.63  (feet) ADJUSTED
 EH2601  ______________________________________________________________________
 EH2601  GEOID HEIGHT    -        -25.984 (meters)                     GEOID18
 EH2601  DYNAMIC HEIGHT  -         52.567 (meters)      172.46  (feet) COMP
 EH2601  MODELED GRAVITY -    979,649.6   (mgal)                       NAVD 88
 EH2601
 EH2601  VERT ORDER      -  FIRST     CLASS II
 EH2601
 EH2601.The horizontal coordinates were scaled from a map and have
 EH2601.an estimated accuracy of +/- 6 seconds.
 EH2601
 EH2601.The orthometric height was determined by differential leveling and
 EH2601.adjusted by the NATIONAL GEODETIC SURVEY
 EH2601.in June 1991.
 EH2601
 EH2601.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2601.GEOID18 height accuracy estimate available here.
 EH2601
 EH2601.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT299655(NAD 83)
 EH2601
 EH2601                          SUPERSEDED SURVEY CONTROL
 EH2601
 EH2601.No superseded survey control is available for this station.
 EH2601
 EH2601_MARKER: I = METAL ROD
 EH2601_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1566 ***********************************************************************
 FG1566  FBN         -  This is a Federal Base Network Control Station.
 FG1566  DESIGNATION -  D 293
 FG1566  PID         -  FG1566
 FG1566  STATE/COUNTY-  AR/CONWAY
 FG1566  COUNTRY     -  US
 FG1566  USGS QUAD   -  MORRILTON WEST (2017)
 FG1566
 FG1566                         *CURRENT SURVEY CONTROL
 FG1566  ______________________________________________________________________
 FG1566* NAD 83(2011) POSITION- 35 12 58.76674(N) 092 49 58.86947(W)   NO CHECK
 FG1566* NAD 83(2011) ELLIP HT-    70.935 (meters)        (06/27/12)   NO CHECK
 FG1566* NAD 83(2011) EPOCH   -  2010.00
 FG1566* NAVD 88 ORTHO HEIGHT -    99.649 (meters)      326.93  (feet) ADJUSTED
 FG1566  ______________________________________________________________________
 FG1566  GEOID HEIGHT    -        -28.738 (meters)                     GEOID18
 FG1566  NAD 83(2011) X  -   -257,836.440 (meters)                     COMP
 FG1566  NAD 83(2011) Y  - -5,210,306.411 (meters)                     COMP
 FG1566  NAD 83(2011) Z  -  3,657,541.061 (meters)                     COMP
 FG1566  LAPLACE CORR    -          1.75  (seconds)                    DEFLEC18
 FG1566  DYNAMIC HEIGHT  -         99.555 (meters)      326.62  (feet) COMP
 FG1566  MODELED GRAVITY -    979,692.2   (mgal)                       NAVD 88
 FG1566
 FG1566  VERT ORDER      -  FIRST     CLASS II
 FG1566
 FG1566  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FG1566  Standards:
 FG1566         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FG1566            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FG1566  -------------------------------------------------------------------
 FG1566  NETWORK    1.00   2.21           0.45   0.36   1.13      0.07527653
 FG1566  -------------------------------------------------------------------
 FG1566  Click here for local accuracies and other accuracy information.
 FG1566
 FG1566.The horizontal coordinates were established by GPS observations
 FG1566.and adjusted by the National Geodetic Survey in June 2012.
 FG1566
 FG1566.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FG1566.been affixed to the stable North American tectonic plate. See 
 FG1566.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FG1566
 FG1566.The horizontal coordinates are valid at the epoch date displayed above
 FG1566.which is a decimal equivalence of Year/Month/Day.
 FG1566
 FG1566.No horizontal observational check was made to the station.
 FG1566
 FG1566.The orthometric height was determined by differential leveling and
 FG1566.adjusted by the NATIONAL GEODETIC SURVEY
 FG1566.in June 1991.
 FG1566
 FG1566.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1566.GEOID18 height accuracy estimate available here.
 FG1566
 FG1566.Click photographs - Photos may exist for this station.
 FG1566
 FG1566.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FG1566
 FG1566.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1566
 FG1566.The ellipsoidal height was determined by GPS observations
 FG1566.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 FG1566
 FG1566;                    North         East     Units Scale Factor Converg.
 FG1566;SPC AR N     -    98,281.064   324,160.078   MT  0.99995643   -0 29 05.0
 FG1566;SPC AR N     -   322,443.79  1,063,515.19   sFT  0.99995643   -0 29 05.0
 FG1566;UTM  15      - 3,897,045.783   515,197.063   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU1519797045(NAD 83)
 FG1566
 FG1566                          SUPERSEDED SURVEY CONTROL
 FG1566
 FG1566  NAD 83(2007)-  35 12 58.76679(N)    092 49 58.87030(W) AD(2002.00) 0
 FG1566  ELLIP H (02/10/07)   70.955  (m)                       GP(2002.00)    
 FG1566  NAD 83(1997)-  35 12 58.76669(N)    092 49 58.87038(W) AD(       ) A
 FG1566  ELLIP H (07/20/01)   70.942  (m)                       GP(       ) 4 1
 FG1566  NAD 83(1997)-  35 12 58.76686(N)    092 49 58.87248(W) AD(       ) 1
 FG1566  ELLIP H (09/14/99)   70.944  (m)                       GP(       ) 4 1
 FG1566  NAD 83(1986)-  35 12 58.78109(N)    092 49 58.86533(W) AD(       ) 1
 FG1566  NAVD 88              99.65   (m)          326.9    (f) LEVELING    3  
 FG1566  NGVD 29              99.67   (m)          327.0    (f) LEVELING    3  
 FG1566
 FG1566.Superseded values are not recommended for survey control.
 FG1566
 FG1566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1566.See file dsdata.pdf to determine how the superseded data were derived.
 FG1566
 FG1566_MARKER: I = METAL ROD
 FG1566_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 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 - October 21, 2015
 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  HISTORY     - 20070427 GOOD             PB
 FG1566  HISTORY     - 20081009 GOOD             NGS
 FG1566  HISTORY     - 20151021 GOOD             CONSOL
 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.
 FG1566
 FG1566                          STATION RECOVERY (2007)
 FG1566
 FG1566'RECOVERY NOTE BY PBS&J 2007
 FG1566'RECOVERED AS DESCRIBED
 FG1566
 FG1566                          STATION RECOVERY (2008)
 FG1566
 FG1566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2008 (JBW)
 FG1566'RECOVERED IN GOOD CONDITION.
 FG1566
 FG1566                          STATION RECOVERY (2015)
 FG1566
 FG1566'RECOVERY NOTE BY CONSOLIDATED LAND SERVICE 2015
 FG1566'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1603 ***********************************************************************
 FG1603  CBN         -  This is a Cooperative Base Network Control Station.
 FG1603  DESIGNATION -  D 294
 FG1603  PID         -  FG1603
 FG1603  STATE/COUNTY-  AR/JOHNSON
 FG1603  COUNTRY     -  US
 FG1603  USGS QUAD   -  DELAWARE (2017)
 FG1603
 FG1603                         *CURRENT SURVEY CONTROL
 FG1603  ______________________________________________________________________
 FG1603* NAD 83(2011) POSITION- 35 20 23.88782(N) 093 18 55.79856(W)   NO CHECK
 FG1603* NAD 83(2011) ELLIP HT-    95.642 (meters)        (06/27/12)   NO CHECK
 FG1603* NAD 83(2011) EPOCH   -  2010.00
 FG1603* NAVD 88 ORTHO HEIGHT -   124.944 (meters)      409.92  (feet) ADJUSTED
 FG1603  ______________________________________________________________________
 FG1603  GEOID HEIGHT    -        -29.328 (meters)                     GEOID18
 FG1603  NAD 83(2011) X  -   -301,245.051 (meters)                     COMP
 FG1603  NAD 83(2011) Y  - -5,200,061.098 (meters)                     COMP
 FG1603  NAD 83(2011) Z  -  3,668,754.150 (meters)                     COMP
 FG1603  LAPLACE CORR    -          2.25  (seconds)                    DEFLEC18
 FG1603  DYNAMIC HEIGHT  -        124.826 (meters)      409.53  (feet) COMP
 FG1603  MODELED GRAVITY -    979,690.1   (mgal)                       NAVD 88
 FG1603
 FG1603  VERT ORDER      -  FIRST     CLASS II
 FG1603
 FG1603  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FG1603  Standards:
 FG1603         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FG1603            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FG1603  -------------------------------------------------------------------
 FG1603  NETWORK    1.39   3.63           0.60   0.53   1.85      0.08529931
 FG1603  -------------------------------------------------------------------
 FG1603  Click here for local accuracies and other accuracy information.
 FG1603
 FG1603.The horizontal coordinates were established by GPS observations
 FG1603.and adjusted by the National Geodetic Survey in June 2012.
 FG1603
 FG1603.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FG1603.been affixed to the stable North American tectonic plate. See 
 FG1603.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FG1603
 FG1603.The horizontal coordinates are valid at the epoch date displayed above
 FG1603.which is a decimal equivalence of Year/Month/Day.
 FG1603
 FG1603.No horizontal observational check was made to the station.
 FG1603
 FG1603.The orthometric height was determined by differential leveling and
 FG1603.adjusted by the NATIONAL GEODETIC SURVEY
 FG1603.in June 1991.
 FG1603
 FG1603.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1603.GEOID18 height accuracy estimate available here.
 FG1603
 FG1603.Click photographs - Photos may exist for this station.
 FG1603
 FG1603.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FG1603
 FG1603.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1603
 FG1603.The ellipsoidal height was determined by GPS observations
 FG1603.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 FG1603
 FG1603;                    North         East     Units Scale Factor Converg.
 FG1603;SPC AR N     -   112,476.248   280,419.397   MT  0.99994497   -0 45 55.8
 FG1603;SPC AR N     -   369,015.82    920,009.30   sFT  0.99994497   -0 45 55.8
 FG1603;UTM  15      - 3,910,791.035   471,329.674   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV7132910791(NAD 83)
 FG1603
 FG1603                          SUPERSEDED SURVEY CONTROL
 FG1603
 FG1603  NAD 83(2007)-  35 20 23.88780(N)    093 18 55.79940(W) AD(2002.00) 0
 FG1603  ELLIP H (02/10/07)   95.663  (m)                       GP(2002.00)    
 FG1603  ELLIP H (09/21/01)   95.648  (m)                       GP(       ) 4 2
 FG1603  NAD 83(1997)-  35 20 23.88771(N)    093 18 55.79956(W) AD(       ) B
 FG1603  ELLIP H (09/19/97)   95.676  (m)                       GP(       ) 4 1
 FG1603  NAVD 88             124.94   (m)          409.9    (f) LEVELING    3  
 FG1603
 FG1603.Superseded values are not recommended for survey control.
 FG1603
 FG1603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1603.See file dsdata.pdf to determine how the superseded data were derived.
 FG1603
 FG1603_MARKER: I = METAL ROD
 FG1603_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 NOT SUITABLE FOR
 FG1603+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2009
 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  HISTORY     - 20070802 GOOD             NGS
 FG1603  HISTORY     - 20090303 GOOD             ARHD
 FG1603  HISTORY     - 20150311 GOOD             ARHD
 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.
 FG1603
 FG1603                          STATION RECOVERY (2007)
 FG1603
 FG1603'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2007 (JBW)
 FG1603'RECOVERED IN GOOD CONDITION.
 FG1603
 FG1603                          STATION RECOVERY (2009)
 FG1603
 FG1603'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2009 (VJB)
 FG1603'RECOVERED IN GOOD CONDITION.
 FG1603
 FG1603                          STATION RECOVERY (2015)
 FG1603
 FG1603'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (WDA)
 FG1603'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1654 ***********************************************************************
 FG1654  DESIGNATION -  D 295
 FG1654  PID         -  FG1654
 FG1654  STATE/COUNTY-  AR/FRANKLIN
 FG1654  COUNTRY     -  US
 FG1654  USGS QUAD   -  CECIL (2017)
 FG1654
 FG1654                         *CURRENT SURVEY CONTROL
 FG1654  ______________________________________________________________________
 FG1654* NAD 83(1986) POSITION- 35 26 17.17   (N) 093 55 15.79   (W)   HD_HELD1
 FG1654* NAVD 88 ORTHO HEIGHT -   264.556 (meters)      867.96  (feet) ADJUSTED
 FG1654  ______________________________________________________________________
 FG1654  GEOID HEIGHT    -        -29.410 (meters)                     GEOID18
 FG1654  DYNAMIC HEIGHT  -        264.308 (meters)      867.15  (feet) COMP
 FG1654  MODELED GRAVITY -    979,691.6   (mgal)                       NAVD 88
 FG1654
 FG1654  VERT ORDER      -  FIRST     CLASS II
 FG1654
 FG1654.The horizontal coordinates were determined by differentially corrected
 FG1654.hand held GPS observations or other comparable positioning techniques
 FG1654.and have an estimated accuracy of +/- 3 meters.
 FG1654
 FG1654.The orthometric height was determined by differential leveling and
 FG1654.adjusted by the NATIONAL GEODETIC SURVEY
 FG1654.in June 1991.
 FG1654
 FG1654.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1654.GEOID18 height accuracy estimate available here.
 FG1654
 FG1654.Click photographs - Photos may exist for this station.
 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     -   124,266.0     225,592.1     MT  (+/- 3 meters HH1 GPS) 
 FG1654
 FG1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV1640122018(NAD 83)
 FG1654
 FG1654                          SUPERSEDED SURVEY CONTROL
 FG1654
 FG1654.No superseded survey control is available for this station.
 FG1654
 FG1654_MARKER: DV = VERTICAL CONTROL DISK
 FG1654_SETTING: 66 = SET IN 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG1654+SATELLITE: SATELLITE OBSERVATIONS - December 31, 2014
 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  HISTORY     - 20141231 GOOD             ARHD
 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.
 FG1654
 FG1654                          STATION RECOVERY (2014)
 FG1654
 FG1654'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (BAB)
 FG1654'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1631 ***********************************************************************
 FG1631  DESIGNATION -  D 296
 FG1631  PID         -  FG1631
 FG1631  STATE/COUNTY-  AR/JOHNSON
 FG1631  COUNTRY     -  US
 FG1631  USGS QUAD   -  COAL HILL (2017)
 FG1631
 FG1631                         *CURRENT SURVEY CONTROL
 FG1631  ______________________________________________________________________
 FG1631* NAD 83(1986) POSITION- 35 25 53.     (N) 093 37 49.     (W)   SCALED
 FG1631* NAVD 88 ORTHO HEIGHT -   139.795 (meters)      458.64  (feet) ADJUSTED
 FG1631  ______________________________________________________________________
 FG1631  GEOID HEIGHT    -        -29.341 (meters)                     GEOID18
 FG1631  DYNAMIC HEIGHT  -        139.666 (meters)      458.22  (feet) COMP
 FG1631  MODELED GRAVITY -    979,705.1   (mgal)                       NAVD 88
 FG1631
 FG1631  VERT ORDER      -  FIRST     CLASS II
 FG1631
 FG1631.The horizontal coordinates were scaled from a map and have
 FG1631.an estimated accuracy of +/- 6 seconds.
 FG1631
 FG1631.The orthometric height was determined by differential leveling and
 FG1631.adjusted by the NATIONAL GEODETIC SURVEY
 FG1631.in June 1991.
 FG1631
 FG1631.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1631.GEOID18 height accuracy estimate available here.
 FG1631
 FG1631.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV427210(NAD 83)
 FG1631
 FG1631                          SUPERSEDED SURVEY CONTROL
 FG1631
 FG1631.No superseded survey control is available for this station.
 FG1631
 FG1631_MARKER: I = METAL ROD
 FG1631_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FG1631+WITH SETTING: INFORMATION.
 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 = MARCH 20, 2026 22:17:28 EDT
 FH0786 ***********************************************************************
 FH0786  DESIGNATION -  D 297
 FH0786  PID         -  FH0786
 FH0786  STATE/COUNTY-  AR/SEBASTIAN
 FH0786  COUNTRY     -  US
 FH0786  USGS QUAD   -  LAVACA (2017)
 FH0786
 FH0786                         *CURRENT SURVEY CONTROL
 FH0786  ______________________________________________________________________
 FH0786* NAD 83(1986) POSITION- 35 20 09.     (N) 094 09 50.     (W)   SCALED
 FH0786* NAVD 88 ORTHO HEIGHT -   127.781 (meters)      419.23  (feet) ADJUSTED
 FH0786  ______________________________________________________________________
 FH0786  GEOID HEIGHT    -        -29.993 (meters)                     GEOID18
 FH0786  DYNAMIC HEIGHT  -        127.662 (meters)      418.84  (feet) COMP
 FH0786  MODELED GRAVITY -    979,695.4   (mgal)                       NAVD 88
 FH0786
 FH0786  VERT ORDER      -  FIRST     CLASS II
 FH0786
 FH0786.The horizontal coordinates were scaled from a map and have
 FH0786.an estimated accuracy of +/- 6 seconds.
 FH0786
 FH0786.The orthometric height was determined by differential leveling and
 FH0786.adjusted by the NATIONAL GEODETIC SURVEY
 FH0786.in June 1991.
 FH0786
 FH0786.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0786.GEOID18 height accuracy estimate available here.
 FH0786
 FH0786.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV942109(NAD 83)
 FH0786
 FH0786                          SUPERSEDED SURVEY CONTROL
 FH0786
 FH0786.No superseded survey control is available for this station.
 FH0786
 FH0786_MARKER: I = METAL ROD
 FH0786_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH0786+WITH SETTING: INFORMATION.
 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  HISTORY     - 20120730 MARK NOT FOUND   ARHD
 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.
 FH0786
 FH0786                          STATION RECOVERY (2012)
 FH0786
 FH0786'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (CW)
 FH0786'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FH0809 ***********************************************************************
 FH0809  DESIGNATION -  D 298
 FH0809  PID         -  FH0809
 FH0809  STATE/COUNTY-  AR/SEBASTIAN
 FH0809  COUNTRY     -  US
 FH0809  USGS QUAD   -  SOUTH FORT SMITH (2017)
 FH0809
 FH0809                         *CURRENT SURVEY CONTROL
 FH0809  ______________________________________________________________________
 FH0809* NAD 83(1986) POSITION- 35 21 09.00   (N) 094 25 20.19   (W)   HD_HELD1
 FH0809* NAVD 88 ORTHO HEIGHT -   135.607 (meters)      444.90  (feet) ADJUSTED
 FH0809  ______________________________________________________________________
 FH0809  GEOID HEIGHT    -        -30.239 (meters)                     GEOID18
 FH0809  DYNAMIC HEIGHT  -        135.479 (meters)      444.48  (feet) COMP
 FH0809  MODELED GRAVITY -    979,687.7   (mgal)                       NAVD 88
 FH0809
 FH0809  VERT ORDER      -  FIRST     CLASS II
 FH0809
 FH0809.The horizontal coordinates were determined by differentially corrected
 FH0809.hand held GPS observations or other comparable positioning techniques
 FH0809.and have an estimated accuracy of +/- 3 meters.
 FH0809
 FH0809.The orthometric height was determined by differential leveling and
 FH0809.adjusted by the NATIONAL GEODETIC SURVEY
 FH0809.in June 1991.
 FH0809
 FH0809.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0809.GEOID18 height accuracy estimate available here.
 FH0809
 FH0809.Click photographs - Photos may exist for this station.
 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     -   115,775.6     179,861.9     MT  (+/- 3 meters HH1 GPS) 
 FH0809
 FH0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV7076913063(NAD 83)
 FH0809
 FH0809                          SUPERSEDED SURVEY CONTROL
 FH0809
 FH0809.No superseded survey control is available for this station.
 FH0809
 FH0809_MARKER: F = FLANGE-ENCASED ROD
 FH0809_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FH0809_STAMPING: D 298 1985
 FH0809_MARK LOGO: NGS
 FH0809_PROJECTION: RECESSED 3 CENTIMETERS
 FH0809_MAGNETIC: N = NO MAGNETIC MATERIAL
 FH0809_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0809_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH0809+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2018
 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  HISTORY     - 20090726 GOOD             GEOCAC
 FH0809  HISTORY     - 20181219 GOOD             ARHD
 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.
 FH0809
 FH0809                          STATION RECOVERY (2009)
 FH0809
 FH0809'RECOVERY NOTE BY GEOCACHING 2009 (JA)
 FH0809'RECOVERED IN GOOD CONDITION.
 FH0809
 FH0809                          STATION RECOVERY (2018)
 FH0809
 FH0809'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (JDH)
 FH0809'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FH0833 ***********************************************************************
 FH0833  DESIGNATION -  D 299
 FH0833  PID         -  FH0833
 FH0833  STATE/COUNTY-  AR/SCOTT
 FH0833  COUNTRY     -  US
 FH0833  USGS QUAD   -  ABBOTT (2017)
 FH0833
 FH0833                         *CURRENT SURVEY CONTROL
 FH0833  ______________________________________________________________________
 FH0833* NAD 83(1986) POSITION- 35 04 07.     (N) 094 13 25.     (W)   SCALED
 FH0833* NAVD 88 ORTHO HEIGHT -   205.388 (meters)      673.84  (feet) ADJUSTED
 FH0833  ______________________________________________________________________
 FH0833  GEOID HEIGHT    -        -30.751 (meters)                     GEOID18
 FH0833  DYNAMIC HEIGHT  -        205.180 (meters)      673.16  (feet) COMP
 FH0833  MODELED GRAVITY -    979,622.8   (mgal)                       NAVD 88
 FH0833
 FH0833  VERT ORDER      -  FIRST     CLASS II
 FH0833
 FH0833.The horizontal coordinates were scaled from a map and have
 FH0833.an estimated accuracy of +/- 6 seconds.
 FH0833
 FH0833.The orthometric height was determined by differential leveling and
 FH0833.adjusted by the NATIONAL GEODETIC SURVEY
 FH0833.in June 1991.
 FH0833
 FH0833.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0833.GEOID18 height accuracy estimate available here.
 FH0833
 FH0833.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU884813(NAD 83)
 FH0833
 FH0833                          SUPERSEDED SURVEY CONTROL
 FH0833
 FH0833.No superseded survey control is available for this station.
 FH0833
 FH0833_MARKER: I = METAL ROD
 FH0833_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH0833+WITH SETTING: INFORMATION.
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0725 ***********************************************************************
 FF0725  DESIGNATION -  D 3
 FF0725  PID         -  FF0725
 FF0725  STATE/COUNTY-  AR/CRAIGHEAD
 FF0725  COUNTRY     -  US
 FF0725  USGS QUAD   -  BONO (2017)
 FF0725
 FF0725                         *CURRENT SURVEY CONTROL
 FF0725  ______________________________________________________________________
 FF0725* NAD 83(1986) POSITION- 35 54 08.14   (N) 090 47 52.50   (W)   HD_HELD1
 FF0725* NAVD 88 ORTHO HEIGHT -    81.939 (meters)      268.83  (feet) ADJUSTED
 FF0725  ______________________________________________________________________
 FF0725  GEOID HEIGHT    -        -27.851 (meters)                     GEOID18
 FF0725  DYNAMIC HEIGHT  -         81.870 (meters)      268.60  (feet) COMP
 FF0725  MODELED GRAVITY -    979,794.0   (mgal)                       NAVD 88
 FF0725
 FF0725  VERT ORDER      -  FIRST     CLASS II
 FF0725
 FF0725.The horizontal coordinates were determined by differentially corrected
 FF0725.hand held GPS observations or other comparable positioning techniques
 FF0725.and have an estimated accuracy of +/- 3 meters.
 FF0725
 FF0725.The orthometric height was determined by differential leveling and
 FF0725.adjusted by the NATIONAL GEODETIC SURVEY
 FF0725.in January 1995.
 FF0725
 FF0725.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0725.GEOID18 height accuracy estimate available here.
 FF0725
 FF0725.Click photographs - Photos may exist for this station.
 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     -   174,723.5     508,509.9     MT  (+/- 3 meters HH1 GPS) 
 FF0725
 FF0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV9872875347(NAD 83)
 FF0725
 FF0725                          SUPERSEDED SURVEY CONTROL
 FF0725
 FF0725  NAVD 88 (06/15/91)   81.949  (m)          268.86   (f) SUPERSEDED  1 2
 FF0725  NGVD 29 (10/05/93)   81.857  (m)          268.56   (f) ADJUSTED    1 2
 FF0725  NGVD 29 (??/??/87)   81.863  (m)          268.58   (f) SUPERSEDED  1 2
 FF0725
 FF0725.Superseded values are not recommended for survey control.
 FF0725
 FF0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0725.See file dsdata.pdf to determine how the superseded data were derived.
 FF0725
 FF0725_MARKER: DB = BENCH MARK DISK
 FF0725_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FF0725_SP_SET: HEADWALL
 FF0725_STAMPING: D 3 268.579 1928
 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 - October 03, 2022
 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  HISTORY     - 20170324 GOOD             FTN
 FF0725  HISTORY     - 20221003 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 DEPARTMENT OF TRANSPORTATION 2003
 FF0725'RECOVERED IN GOOD CONDITION.
 FF0725
 FF0725                          STATION RECOVERY (2017)
 FF0725
 FF0725'RECOVERY NOTE BY FTN ASSOCIATES 2017 (GSS)
 FF0725'IT IS 3 FT (0.9 M) NORTH OF A USACE WITNESS POST.
 FF0725
 FF0725                          STATION RECOVERY (2022)
 FF0725
 FF0725'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2022 (AC)
 FF0725'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0994 ***********************************************************************
 FG0994  DESIGNATION -  D 30
 FG0994  PID         -  FG0994
 FG0994  STATE/COUNTY-  AR/JOHNSON
 FG0994  COUNTRY     -  US
 FG0994  USGS QUAD   -  CLARKSVILLE (2017)
 FG0994
 FG0994                         *CURRENT SURVEY CONTROL
 FG0994  ______________________________________________________________________
 FG0994* NAD 83(1986) POSITION- 35 28 14.     (N) 093 26 40.     (W)   SCALED
 FG0994* NAVD 88 ORTHO HEIGHT -   127.806 (meters)      419.31  (feet) ADJUSTED
 FG0994  ______________________________________________________________________
 FG0994  GEOID HEIGHT    -        -29.108 (meters)                     GEOID18
 FG0994  DYNAMIC HEIGHT  -        127.688 (meters)      418.92  (feet) COMP
 FG0994  MODELED GRAVITY -    979,711.4   (mgal)                       NAVD 88
 FG0994
 FG0994  VERT ORDER      -  FIRST     CLASS II
 FG0994
 FG0994.The horizontal coordinates were scaled from a map and have
 FG0994.an estimated accuracy of +/- 6 seconds.
 FG0994
 FG0994.The orthometric height was determined by differential leveling and
 FG0994.adjusted by the NATIONAL GEODETIC SURVEY
 FG0994.in June 1991.
 FG0994
 FG0994.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0994.GEOID18 height accuracy estimate available here.
 FG0994
 FG0994.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV596253(NAD 83)
 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
 FG0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0994.See file dsdata.pdf to determine how the superseded data were derived.
 FG0994
 FG0994_MARKER: DB = BENCH MARK DISK
 FG0994_STAMPING: D 30 1932
 FG0994_MARK LOGO: CGS
 FG0994_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0994
 FG0994  HISTORY     - Date     Condition        Report By
 FG0994  HISTORY     - 1932     MONUMENTED       CGS
 FG0994  HISTORY     - 1935     GOOD             CGS
 FG0994  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG0994
 FG0994                          STATION DESCRIPTION
 FG0994
 FG0994'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 FG0994'1.5 MI E FROM CLARKSVILLE.  ON THE MISSOURI PACIFIC R. R., MILE POLE
 FG0994'442/8 POLES, 32 FEET NORTH OF TRACK AND 1/4 MILE EAST OF U. S. 64
 FG0994'HIGHWAY CROSSING.
 FG0994
 FG0994                          STATION RECOVERY (1935)
 FG0994
 FG0994'RECOVERY NOTE BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EK0693 ***********************************************************************
 EK0693  DESIGNATION -  D 300
 EK0693  PID         -  EK0693
 EK0693  STATE/COUNTY-  AR/SCOTT
 EK0693  COUNTRY     -  US
 EK0693  USGS QUAD   -  Y CITY (2017)
 EK0693
 EK0693                         *CURRENT SURVEY CONTROL
 EK0693  ______________________________________________________________________
 EK0693* NAD 83(1986) POSITION- 34 43 43.     (N) 094 05 20.     (W)   SCALED
 EK0693* NAVD 88 ORTHO HEIGHT -   250.032 (meters)      820.31  (feet) ADJUSTED
 EK0693  ______________________________________________________________________
 EK0693  GEOID HEIGHT    -        -30.346 (meters)                     GEOID18
 EK0693  DYNAMIC HEIGHT  -        249.768 (meters)      819.45  (feet) COMP
 EK0693  MODELED GRAVITY -    979,573.4   (mgal)                       NAVD 88
 EK0693
 EK0693  VERT ORDER      -  FIRST     CLASS II
 EK0693
 EK0693.The horizontal coordinates were scaled from a map and have
 EK0693.an estimated accuracy of +/- 6 seconds.
 EK0693
 EK0693.The orthometric height was determined by differential leveling and
 EK0693.adjusted by the NATIONAL GEODETIC SURVEY
 EK0693.in June 1991.
 EK0693
 EK0693.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0693.GEOID18 height accuracy estimate available here.
 EK0693
 EK0693.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU003434(NAD 83)
 EK0693
 EK0693                          SUPERSEDED SURVEY CONTROL
 EK0693
 EK0693.No superseded survey control is available for this station.
 EK0693
 EK0693_MARKER: I = METAL ROD
 EK0693_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 EK0720 ***********************************************************************
 EK0720  DESIGNATION -  D 301
 EK0720  PID         -  EK0720
 EK0720  STATE/COUNTY-  AR/POLK
 EK0720  COUNTRY     -  US
 EK0720  USGS QUAD   -  POTTER (2017)
 EK0720
 EK0720                         *CURRENT SURVEY CONTROL
 EK0720  ______________________________________________________________________
 EK0720* NAD 83(1986) POSITION- 34 30 51.     (N) 094 20 15.     (W)   SCALED
 EK0720* NAVD 88 ORTHO HEIGHT -   289.718 (meters)      950.52  (feet) ADJUSTED
 EK0720  ______________________________________________________________________
 EK0720  GEOID HEIGHT    -        -30.145 (meters)                     GEOID18
 EK0720  DYNAMIC HEIGHT  -        289.403 (meters)      949.48  (feet) COMP
 EK0720  MODELED GRAVITY -    979,542.5   (mgal)                       NAVD 88
 EK0720
 EK0720  VERT ORDER      -  FIRST     CLASS II
 EK0720
 EK0720.The horizontal coordinates were scaled from a map and have
 EK0720.an estimated accuracy of +/- 6 seconds.
 EK0720
 EK0720.The orthometric height was determined by differential leveling and
 EK0720.adjusted by the NATIONAL GEODETIC SURVEY
 EK0720.in June 1991.
 EK0720
 EK0720.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0720.GEOID18 height accuracy estimate available here.
 EK0720
 EK0720.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU772199(NAD 83)
 EK0720
 EK0720                          SUPERSEDED SURVEY CONTROL
 EK0720
 EK0720.No superseded survey control is available for this station.
 EK0720
 EK0720_MARKER: DV = VERTICAL CONTROL DISK
 EK0720_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 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 = MARCH 20, 2026 22:17:28 EDT
 EK0744 ***********************************************************************
 EK0744  DESIGNATION -  D 302
 EK0744  PID         -  EK0744
 EK0744  STATE/COUNTY-  AR/POLK
 EK0744  COUNTRY     -  US
 EK0744  USGS QUAD   -  GILLHAM (2017)
 EK0744
 EK0744                         *CURRENT SURVEY CONTROL
 EK0744  ______________________________________________________________________
 EK0744* NAD 83(1986) POSITION- 34 13 33.     (N) 094 19 25.     (W)   SCALED
 EK0744* NAVD 88 ORTHO HEIGHT -   256.610 (meters)      841.89  (feet) ADJUSTED
 EK0744  ______________________________________________________________________
 EK0744  GEOID HEIGHT    -        -28.494 (meters)                     GEOID18
 EK0744  DYNAMIC HEIGHT  -        256.346 (meters)      841.03  (feet) COMP
 EK0744  MODELED GRAVITY -    979,600.4   (mgal)                       NAVD 88
 EK0744
 EK0744  VERT ORDER      -  FIRST     CLASS II
 EK0744
 EK0744.The horizontal coordinates were scaled from a map and have
 EK0744.an estimated accuracy of +/- 6 seconds.
 EK0744
 EK0744.The orthometric height was determined by differential leveling and
 EK0744.adjusted by the NATIONAL GEODETIC SURVEY
 EK0744.in June 1991.
 EK0744
 EK0744.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0744.GEOID18 height accuracy estimate available here.
 EK0744
 EK0744.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT780879(NAD 83)
 EK0744
 EK0744                          SUPERSEDED SURVEY CONTROL
 EK0744
 EK0744.No superseded survey control is available for this station.
 EK0744
 EK0744_MARKER: I = METAL ROD
 EK0744_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EK0744+WITH SETTING: INFORMATION.
 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 = MARCH 20, 2026 22:17:28 EDT
 DM1055 ***********************************************************************
 DM1055  DESIGNATION -  D 303
 DM1055  PID         -  DM1055
 DM1055  STATE/COUNTY-  AR/SEVIER
 DM1055  COUNTRY     -  US
 DM1055  USGS QUAD   -  HORATIO (2017)
 DM1055
 DM1055                         *CURRENT SURVEY CONTROL
 DM1055  ______________________________________________________________________
 DM1055* NAD 83(1986) POSITION- 33 55 56.     (N) 094 22 15.     (W)   SCALED
 DM1055* NAVD 88 ORTHO HEIGHT -   110.845 (meters)      363.66  (feet) ADJUSTED
 DM1055  ______________________________________________________________________
 DM1055  GEOID HEIGHT    -        -27.587 (meters)                     GEOID18
 DM1055  DYNAMIC HEIGHT  -        110.732 (meters)      363.29  (feet) COMP
 DM1055  MODELED GRAVITY -    979,611.5   (mgal)                       NAVD 88
 DM1055
 DM1055  VERT ORDER      -  FIRST     CLASS II
 DM1055
 DM1055.The horizontal coordinates were scaled from a map and have
 DM1055.an estimated accuracy of +/- 6 seconds.
 DM1055
 DM1055.The orthometric height was determined by differential leveling and
 DM1055.adjusted by the NATIONAL GEODETIC SURVEY
 DM1055.in June 1991.
 DM1055
 DM1055.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1055.GEOID18 height accuracy estimate available here.
 DM1055
 DM1055.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT733554(NAD 83)
 DM1055
 DM1055                          SUPERSEDED SURVEY CONTROL
 DM1055
 DM1055.No superseded survey control is available for this station.
 DM1055
 DM1055_MARKER: I = METAL ROD
 DM1055_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 DM1082 ***********************************************************************
 DM1082  DESIGNATION -  D 304
 DM1082  PID         -  DM1082
 DM1082  STATE/COUNTY-  AR/LITTLE RIVER
 DM1082  COUNTRY     -  US
 DM1082  USGS QUAD   -  ASHDOWN WEST (2017)
 DM1082
 DM1082                         *CURRENT SURVEY CONTROL
 DM1082  ______________________________________________________________________
 DM1082* NAD 83(1986) POSITION- 33 43 36.     (N) 094 08 49.     (W)   SCALED
 DM1082* NAVD 88 ORTHO HEIGHT -    97.904 (meters)      321.21  (feet) ADJUSTED
 DM1082  ______________________________________________________________________
 DM1082  GEOID HEIGHT    -        -27.117 (meters)                     GEOID18
 DM1082  DYNAMIC HEIGHT  -         97.803 (meters)      320.88  (feet) COMP
 DM1082  MODELED GRAVITY -    979,605.4   (mgal)                       NAVD 88
 DM1082
 DM1082  VERT ORDER      -  FIRST     CLASS II
 DM1082
 DM1082.The horizontal coordinates were scaled from a map and have
 DM1082.an estimated accuracy of +/- 6 seconds.
 DM1082
 DM1082.The orthometric height was determined by differential leveling and
 DM1082.adjusted by the NATIONAL GEODETIC SURVEY
 DM1082.in June 1991.
 DM1082
 DM1082.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1082.GEOID18 height accuracy estimate available here.
 DM1082
 DM1082.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT937324(NAD 83)
 DM1082
 DM1082                          SUPERSEDED SURVEY CONTROL
 DM1082
 DM1082.No superseded survey control is available for this station.
 DM1082
 DM1082_MARKER: I = METAL ROD
 DM1082_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2612 ***********************************************************************
 EH2612  DESIGNATION -  D 305
 EH2612  PID         -  EH2612
 EH2612  STATE/COUNTY-  AR/PHILLIPS
 EH2612  COUNTRY     -  US
 EH2612  USGS QUAD   -  FRIARS POINT NW (2018)
 EH2612
 EH2612                         *CURRENT SURVEY CONTROL
 EH2612  ______________________________________________________________________
 EH2612* NAD 83(1997) POSITION- 34 23 39.87536(N) 090 38 44.96466(W)   ADJUSTED
 EH2612* NAD 83(1997) ELLIP HT-    29.021 (meters)        (09/14/99)   ADJUSTED
 EH2612* NAVD 88 ORTHO HEIGHT -    55.719 (meters)      182.80  (feet) ADJUSTED
 EH2612  ______________________________________________________________________
 EH2612  GEOID HEIGHT    -        -26.937 (meters)                     GEOID18
 EH2612  NAD 83(1997) X  -    -59,386.113 (meters)                     COMP
 EH2612  NAD 83(1997) Y  - -5,268,358.090 (meters)                     COMP
 EH2612  NAD 83(1997) Z  -  3,582,649.096 (meters)                     COMP
 EH2612  LAPLACE CORR    -          0.62  (seconds)                    DEFLEC18
 EH2612  DYNAMIC HEIGHT  -         55.665 (meters)      182.63  (feet) COMP
 EH2612  MODELED GRAVITY -    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 and
 EH2612.adjusted by the NATIONAL GEODETIC SURVEY
 EH2612.in June 1991.
 EH2612
 EH2612.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2612.GEOID18 height accuracy estimate available here.
 EH2612
 EH2612.Click photographs - Photos may exist for this station.
 EH2612
 EH2612.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH2612
 EH2612.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2612
 EH2612.The ellipsoidal height was determined by GPS observations
 EH2612.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU1641508401(NAD 83)
 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(1993)-  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              55.76   (m)          182.9    (f) LEVELING    3  
 EH2612  NGVD 29 (11/26/84)   55.760  (m)          182.94   (f) ADJUSTED    1 2
 EH2612
 EH2612.Superseded values are not recommended for survey control.
 EH2612
 EH2612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2612.See file dsdata.pdf to determine how the superseded data were derived.
 EH2612
 EH2612_MARKER: DV = VERTICAL CONTROL DISK
 EH2612_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH2612_STAMPING: D 305 1985
 EH2612_MARK LOGO: NGS
 EH2612_PROJECTION: FLUSH
 EH2612_MAGNETIC: I = MARKER IS A STEEL ROD
 EH2612_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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 T3S, R5E,
 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) 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.  THE MARK IS 1.5 METERS  E FROM A WITNESS POST AND IS 1.2 M
 EH2612'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 = MARCH 20, 2026 22:17:28 EDT
 DL1245 ***********************************************************************
 DL1245  DESIGNATION -  D 307
 DL1245  PID         -  DL1245
 DL1245  STATE/COUNTY-  AR/MILLER
 DL1245  COUNTRY     -  US
 DL1245  USGS QUAD   -  MANDEVILLE (2017)
 DL1245
 DL1245                         *CURRENT SURVEY CONTROL
 DL1245  ______________________________________________________________________
 DL1245* NAD 83(1986) POSITION- 33 25 43.9    (N) 093 53 12.0    (W)   HD_HELD2
 DL1245* NAVD 88 ORTHO HEIGHT -    85.317 (meters)      279.91  (feet) ADJUSTED
 DL1245  ______________________________________________________________________
 DL1245  GEOID HEIGHT    -        -26.901 (meters)                     GEOID18
 DL1245  DYNAMIC HEIGHT  -         85.226 (meters)      279.61  (feet) COMP
 DL1245  MODELED GRAVITY -    979,567.2   (mgal)                       NAVD 88
 DL1245
 DL1245  VERT ORDER      -  FIRST     CLASS II
 DL1245
 DL1245.The horizontal coordinates were established by autonomous hand held GPS
 DL1245.observations and have an estimated accuracy of +/- 10 meters.
 DL1245
 DL1245.The orthometric height was determined by differential leveling and
 DL1245.adjusted by the NATIONAL GEODETIC SURVEY
 DL1245.in June 1991.
 DL1245
 DL1245.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1245.GEOID18 height accuracy estimate available here.
 DL1245
 DL1245.Click photographs - Photos may exist for this station.
 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     -   486,154.      224,557.      MT  (+/- 10 meters HH2 GPS)
 DL1245
 DL1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS1757399183(NAD 83)
 DL1245
 DL1245                          SUPERSEDED SURVEY CONTROL
 DL1245
 DL1245.No superseded survey control is available for this station.
 DL1245
 DL1245_MARKER: F = FLANGE-ENCASED ROD
 DL1245_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DL1245_STAMPING: D 307 1985
 DL1245_MARK LOGO: NGS
 DL1245_PROJECTION: FLUSH
 DL1245_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DL1245_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1245_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1245+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2025
 DL1245_ROD/PIPE-DEPTH: 5.5 meters
 DL1245
 DL1245  HISTORY     - Date     Condition        Report By
 DL1245  HISTORY     - 1985     MONUMENTED       NGS
 DL1245  HISTORY     - 20250402 GOOD             ARHD
 DL1245  HISTORY     - 20250506 GOOD             ARHD
 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.
 DL1245
 DL1245                          STATION RECOVERY (2025)
 DL1245
 DL1245'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2025 (JH)
 DL1245'RECOVERED IN GOOD CONDITION.
 DL1245
 DL1245                          STATION RECOVERY (2025)
 DL1245
 DL1245'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2025 (JDH)
 DL1245'RECOVERED IN GOOD CONDITION.
 DL1245'
 DL1245'NOTE-SET A MAGNET IN THE SAND UNDER THE LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DM1099 ***********************************************************************
 DM1099  DESIGNATION -  D 308
 DM1099  PID         -  DM1099
 DM1099  STATE/COUNTY-  AR/LITTLE RIVER
 DM1099  COUNTRY     -  US
 DM1099  USGS QUAD   -  ARDEN (2017)
 DM1099
 DM1099                         *CURRENT SURVEY CONTROL
 DM1099  ______________________________________________________________________
 DM1099* NAD 83(1986) POSITION- 33 41 17.     (N) 094 22 17.     (W)   SCALED
 DM1099* NAVD 88 ORTHO HEIGHT -   126.352 (meters)      414.54  (feet) ADJUSTED
 DM1099  ______________________________________________________________________
 DM1099  GEOID HEIGHT    -        -27.064 (meters)                     GEOID18
 DM1099  DYNAMIC HEIGHT  -        126.221 (meters)      414.11  (feet) COMP
 DM1099  MODELED GRAVITY -    979,598.1   (mgal)                       NAVD 88
 DM1099
 DM1099  VERT ORDER      -  FIRST     CLASS II
 DM1099
 DM1099.The horizontal coordinates were scaled from a map and have
 DM1099.an estimated accuracy of +/- 6 seconds.
 DM1099
 DM1099.The orthometric height was determined by differential leveling and
 DM1099.adjusted by the NATIONAL GEODETIC SURVEY
 DM1099.in June 1991.
 DM1099
 DM1099.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1099.GEOID18 height accuracy estimate available here.
 DM1099
 DM1099.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT728284(NAD 83)
 DM1099
 DM1099                          SUPERSEDED SURVEY CONTROL
 DM1099
 DM1099.No superseded survey control is available for this station.
 DM1099
 DM1099_MARKER: I = METAL ROD
 DM1099_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 GG0909 ***********************************************************************
 GG0909  DESIGNATION -  D 309
 GG0909  PID         -  GG0909
 GG0909  STATE/COUNTY-  AR/WASHINGTON
 GG0909  COUNTRY     -  US
 GG0909  USGS QUAD   -  SPRINGDALE (2017)
 GG0909
 GG0909                         *CURRENT SURVEY CONTROL
 GG0909  ______________________________________________________________________
 GG0909* NAD 83(1986) POSITION- 36 10 15.06   (N) 094 08 01.92   (W)   HD_HELD1
 GG0909* NAVD 88 ORTHO HEIGHT -   413.520 (meters)     1356.69  (feet) ADJUSTED
 GG0909  ______________________________________________________________________
 GG0909  GEOID HEIGHT    -        -28.070 (meters)                     GEOID18
 GG0909  DYNAMIC HEIGHT  -        413.151 (meters)     1355.48  (feet) COMP
 GG0909  MODELED GRAVITY -    979,728.6   (mgal)                       NAVD 88
 GG0909
 GG0909  VERT ORDER      -  FIRST     CLASS II
 GG0909
 GG0909.The horizontal coordinates were determined by differentially corrected
 GG0909.hand held GPS observations or other comparable positioning techniques
 GG0909.and have an estimated accuracy of +/- 3 meters.
 GG0909
 GG0909.The orthometric height was determined by differential leveling and
 GG0909.adjusted by the NATIONAL GEODETIC SURVEY
 GG0909.in February 2014.
 GG0909
 GG0909.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0909.GEOID18 height accuracy estimate available here.
 GG0909
 GG0909.Click photographs - Photos may exist for this station.
 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     -   205,942.9     208,035.8     MT  (+/- 3 meters HH1 GPS) 
 GG0909
 GG0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA9802603494(NAD 83)
 GG0909
 GG0909                          SUPERSEDED SURVEY CONTROL
 GG0909
 GG0909  NAVD 88 (06/15/91)  413.516  (m)         1356.68   (f) SUPERSEDED  1 2
 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
 GG0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0909.See file dsdata.pdf to determine how the superseded data were derived.
 GG0909
 GG0909_MARKER: F = FLANGE-ENCASED ROD
 GG0909_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 - May 03, 2017
 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  HISTORY     - 20130131 GOOD             ARHD
 GG0909  HISTORY     - 20170503 GOOD             ARHD
 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 DEPARTMENT OF TRANSPORTATION 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
 GG0909
 GG0909                          STATION RECOVERY (2013)
 GG0909
 GG0909'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (JDH)
 GG0909'RECOVERED AS DESCRIBED.
 GG0909
 GG0909                          STATION RECOVERY (2017)
 GG0909
 GG0909'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2017 (WSJ)
 GG0909'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0553 ***********************************************************************
 FG0553  DESIGNATION -  D 31
 FG0553  PID         -  FG0553
 FG0553  STATE/COUNTY-  AR/SEARCY
 FG0553  COUNTRY     -  US
 FG0553  USGS QUAD   -  LESLIE (2017)
 FG0553
 FG0553                         *CURRENT SURVEY CONTROL
 FG0553  ______________________________________________________________________
 FG0553* NAD 83(1986) POSITION- 35 48 23.     (N) 092 32 31.     (W)   SCALED
 FG0553* NAVD 88 ORTHO HEIGHT -   302.979 (meters)      994.02  (feet) ADJUSTED
 FG0553  ______________________________________________________________________
 FG0553  GEOID HEIGHT    -        -27.915 (meters)                     GEOID18
 FG0553  DYNAMIC HEIGHT  -        302.701 (meters)      993.11  (feet) COMP
 FG0553  MODELED GRAVITY -    979,708.2   (mgal)                       NAVD 88
 FG0553
 FG0553  VERT ORDER      -  SECOND    CLASS 0
 FG0553
 FG0553.The horizontal coordinates were scaled from a map and have
 FG0553.an estimated accuracy of +/- 6 seconds.
 FG0553
 FG0553.The orthometric height was determined by differential leveling and
 FG0553.adjusted by the NATIONAL GEODETIC SURVEY
 FG0553.in June 1991.
 FG0553
 FG0553.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0553.GEOID18 height accuracy estimate available here.
 FG0553
 FG0553.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV413625(NAD 83)
 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
 FG0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0553.See file dsdata.pdf to determine how the superseded data were derived.
 FG0553
 FG0553_MARKER: DB = BENCH MARK DISK
 FG0553_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0553_STAMPING: D 31 1934
 FG0553_MARK LOGO: CGS
 FG0553_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0553
 FG0553  HISTORY     - Date     Condition        Report By
 FG0553  HISTORY     - 1934     MONUMENTED       CGS
 FG0553  HISTORY     - 20100429 MARK NOT FOUND   ARHD
 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.
 FG0553
 FG0553                          STATION RECOVERY (2010)
 FG0553
 FG0553'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2010 (ST)
 FG0553'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1115 ***********************************************************************
 EH1115  DESIGNATION -  D 31
 EH1115  PID         -  EH1115
 EH1115  STATE/COUNTY-  AR/PRAIRIE
 EH1115  COUNTRY     -  US
 EH1115  USGS QUAD   -  DE VALLS BLUFF (2017)
 EH1115
 EH1115                         *CURRENT SURVEY CONTROL
 EH1115  ______________________________________________________________________
 EH1115* NAD 83(1986) POSITION- 34 49 10.23   (N) 091 24 25.50   (W)   HD_HELD1
 EH1115* NAVD 88 ORTHO HEIGHT -    57.366 (meters)      188.21  (feet) ADJUSTED
 EH1115  ______________________________________________________________________
 EH1115  GEOID HEIGHT    -        -26.958 (meters)                     GEOID18
 EH1115  DYNAMIC HEIGHT  -         57.312 (meters)      188.03  (feet) COMP
 EH1115  MODELED GRAVITY -    979,701.6   (mgal)                       NAVD 88
 EH1115
 EH1115  VERT ORDER      -  FIRST     CLASS II
 EH1115
 EH1115.The horizontal coordinates were determined by differentially corrected
 EH1115.hand held GPS observations or other comparable positioning techniques
 EH1115.and have an estimated accuracy of +/- 3 meters.
 EH1115
 EH1115.The orthometric height was determined by differential leveling and
 EH1115.adjusted by the NATIONAL GEODETIC SURVEY
 EH1115.in June 1991.
 EH1115
 EH1115.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1115.GEOID18 height accuracy estimate available here.
 EH1115
 EH1115.Click photographs - Photos may exist for this station.
 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     -   638,943.1     454,245.2     MT  (+/- 3 meters HH1 GPS) 
 EH1115
 EH1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU4568154184(NAD 83)
 EH1115
 EH1115                          SUPERSEDED SURVEY CONTROL
 EH1115
 EH1115  NGVD 29 (11/26/84)   57.367  (m)          188.21   (f) ADJUSTED    1 2
 EH1115
 EH1115.Superseded values are not recommended for survey control.
 EH1115
 EH1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1115.See file dsdata.pdf to determine how the superseded data were derived.
 EH1115
 EH1115_MARKER: DB = BENCH MARK DISK
 EH1115_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EH1115_SP_SET: CULVERT HEADWALL
 EH1115_STAMPING: 188.041 D 31 1933
 EH1115_MARK LOGO: CGS
 EH1115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1115+STABILITY: SURFACE MOTION
 EH1115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH1115+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2014
 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  HISTORY     - 20070904 GOOD             USACE
 EH1115  HISTORY     - 20140429 GOOD             ARHD
 EH1115
 EH1115                          STATION DESCRIPTION
 EH1115
 EH1115'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 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.
 EH1115
 EH1115                          STATION RECOVERY (2007)
 EH1115
 EH1115'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2007 (DLB)
 EH1115'TO REACH MARK FROM INTERSECT OF HIGHWAYS 70 AND 33
 EH1115'IN BISCOE, PROCEED NORTH ALONG HWY. 33 FOR O.1 MI. TO GIN RD. TURN
 EH1115'RIGHT, GO E. FOR 0.3 MI. TO CONCRETE CULVERT AND MARK ON RIGHT. MARK
 EH1115'IS 54 FT S. OF CENTERLINE OF GIN RD., 16.5 FT N. OF CENTERLINE OF OLD
 EH1115'RR GRADE, 141 FT E.(COMPASS AZ.OF 61 DEGREES) OF FIRE HYDRANT, A BRASS
 EH1115'DISK SET FLUSH IN TOP OF NE END NORTH CONCRETE CULVERT.
 EH1115
 EH1115                          STATION RECOVERY (2014)
 EH1115
 EH1115'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014
 EH1115'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL1248 ***********************************************************************
 DL1248  DESIGNATION -  D 310
 DL1248  PID         -  DL1248
 DL1248  STATE/COUNTY-  AR/MILLER
 DL1248  COUNTRY     -  US
 DL1248  USGS QUAD   -  FOUKE NE (2017)
 DL1248
 DL1248                         *CURRENT SURVEY CONTROL
 DL1248  ______________________________________________________________________
 DL1248* NAD 83(1986) POSITION- 33 25 05.     (N) 093 48 51.     (W)   SCALED
 DL1248* NAVD 88 ORTHO HEIGHT -    72.985 (meters)      239.45  (feet) ADJUSTED
 DL1248  ______________________________________________________________________
 DL1248  GEOID HEIGHT    -        -26.890 (meters)                     GEOID18
 DL1248  DYNAMIC HEIGHT  -         72.907 (meters)      239.20  (feet) COMP
 DL1248  MODELED GRAVITY -    979,568.3   (mgal)                       NAVD 88
 DL1248
 DL1248  VERT ORDER      -  FIRST     CLASS II
 DL1248
 DL1248.The horizontal coordinates were scaled from a map and have
 DL1248.an estimated accuracy of +/- 6 seconds.
 DL1248
 DL1248.The orthometric height was determined by differential leveling and
 DL1248.adjusted by the NATIONAL GEODETIC SURVEY
 DL1248.in June 1991.
 DL1248
 DL1248.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1248.GEOID18 height accuracy estimate available here.
 DL1248
 DL1248.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS243979(NAD 83)
 DL1248
 DL1248                          SUPERSEDED SURVEY CONTROL
 DL1248
 DL1248.No superseded survey control is available for this station.
 DL1248
 DL1248_MARKER: I = METAL ROD
 DL1248_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 FH1199 ***********************************************************************
 FH1199  DESIGNATION -  D 311
 FH1199  PID         -  FH1199
 FH1199  STATE/COUNTY-  AR/SEBASTIAN
 FH1199  COUNTRY     -  US
 FH1199  USGS QUAD   -  FORT SMITH (2017)
 FH1199
 FH1199                         *CURRENT SURVEY CONTROL
 FH1199  ______________________________________________________________________
 FH1199* NAD 83(1986) POSITION- 35 24 44.46   (N) 094 23 41.40   (W)   HD_HELD1
 FH1199* NAVD 88 ORTHO HEIGHT -   140.331 (meters)      460.40  (feet) ADJUSTED
 FH1199  ______________________________________________________________________
 FH1199  GEOID HEIGHT    -        -29.993 (meters)                     GEOID18
 FH1199  DYNAMIC HEIGHT  -        140.199 (meters)      459.97  (feet) COMP
 FH1199  MODELED GRAVITY -    979,694.1   (mgal)                       NAVD 88
 FH1199
 FH1199  VERT ORDER      -  FIRST     CLASS II
 FH1199
 FH1199.The horizontal coordinates were determined by differentially corrected
 FH1199.hand held GPS observations or other comparable positioning techniques
 FH1199.and have an estimated accuracy of +/- 3 meters.
 FH1199
 FH1199.The orthometric height was determined by differential leveling and
 FH1199.adjusted by the NATIONAL GEODETIC SURVEY
 FH1199.in June 1991.
 FH1199
 FH1199.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1199.GEOID18 height accuracy estimate available here.
 FH1199
 FH1199.Click photographs - Photos may exist for this station.
 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     -   122,352.4     182,516.9     MT  (+/- 3 meters HH1 GPS) 
 FH1199
 FH1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV7335619666(NAD 83)
 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
 FH1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1199.See file dsdata.pdf to determine how the superseded data were derived.
 FH1199
 FH1199_MARKER: F = FLANGE-ENCASED ROD
 FH1199_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 - May 28, 2016
 FH1199_ROD/PIPE-DEPTH: 5.8 meters
 FH1199
 FH1199  HISTORY     - Date     Condition        Report By
 FH1199  HISTORY     - 1989     MONUMENTED       NGS
 FH1199  HISTORY     - 20160528 GOOD             GEOCAC
 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.
 FH1199
 FH1199                          STATION RECOVERY (2016)
 FH1199
 FH1199'RECOVERY NOTE BY GEOCACHING 2016 (WTL)
 FH1199'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FH1221 ***********************************************************************
 FH1221  DESIGNATION -  D 312
 FH1221  PID         -  FH1221
 FH1221  STATE/COUNTY-  AR/CRAWFORD
 FH1221  COUNTRY     -  US
 FH1221  USGS QUAD   -  MOUNTAINBURG (2017)
 FH1221
 FH1221                         *CURRENT SURVEY CONTROL
 FH1221  ______________________________________________________________________
 FH1221* NAD 83(1986) POSITION- 35 39 12.0    (N) 094 09 03.5    (W)   HD_HELD2
 FH1221* NAVD 88 ORTHO HEIGHT -   252.129 (meters)      827.19  (feet) ADJUSTED
 FH1221  ______________________________________________________________________
 FH1221  GEOID HEIGHT    -        -28.736 (meters)                     GEOID18
 FH1221  DYNAMIC HEIGHT  -        251.892 (meters)      826.42  (feet) COMP
 FH1221  MODELED GRAVITY -    979,691.2   (mgal)                       NAVD 88
 FH1221
 FH1221  VERT ORDER      -  FIRST     CLASS II
 FH1221
 FH1221.The horizontal coordinates were established by autonomous hand held GPS
 FH1221.observations and have an estimated accuracy of +/- 10 meters.
 FH1221
 FH1221.The orthometric height was determined by differential leveling and
 FH1221.adjusted by the NATIONAL GEODETIC SURVEY
 FH1221.in June 1991.
 FH1221
 FH1221.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1221.GEOID18 height accuracy estimate available here.
 FH1221
 FH1221.Click photographs - Photos may exist for this station.
 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     -   148,570.      205,243.      MT  (+/- 10 meters HH2 GPS)
 FH1221
 FH1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9581146109(NAD 83)
 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
 FH1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1221.See file dsdata.pdf to determine how the superseded data were derived.
 FH1221
 FH1221_MARKER: DV = VERTICAL CONTROL DISK
 FH1221_SETTING: 66 = SET IN ROCK OUTCROP
 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 = MARCH 20, 2026 22:17:28 EDT
 FH1246 ***********************************************************************
 FH1246  DESIGNATION -  D 313
 FH1246  PID         -  FH1246
 FH1246  STATE/COUNTY-  AR/WASHINGTON
 FH1246  COUNTRY     -  US
 FH1246  USGS QUAD   -  WEST FORK (2017)
 FH1246
 FH1246                         *CURRENT SURVEY CONTROL
 FH1246  ______________________________________________________________________
 FH1246* NAD 83(1986) POSITION- 35 52 38.9    (N) 094 09 27.2    (W)   HD_HELD2
 FH1246* NAVD 88 ORTHO HEIGHT -   426.301 (meters)     1398.62  (feet) ADJUSTED
 FH1246  ______________________________________________________________________
 FH1246  GEOID HEIGHT    -        -28.085 (meters)                     GEOID18
 FH1246  DYNAMIC HEIGHT  -        425.905 (meters)     1397.32  (feet) COMP
 FH1246  MODELED GRAVITY -    979,691.7   (mgal)                       NAVD 88
 FH1246
 FH1246  VERT ORDER      -  FIRST     CLASS II
 FH1246
 FH1246.The horizontal coordinates were established by autonomous hand held GPS
 FH1246.observations and have an estimated accuracy of +/- 10 meters.
 FH1246
 FH1246.The orthometric height was determined by differential leveling and
 FH1246.adjusted by the NATIONAL GEODETIC SURVEY
 FH1246.in June 1991.
 FH1246
 FH1246.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1246.GEOID18 height accuracy estimate available here.
 FH1246
 FH1246.Click photographs - Photos may exist for this station.
 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     -   173,445.      205,192.      MT  (+/- 10 meters HH2 GPS)
 FH1246
 FH1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9550870977(NAD 83)
 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
 FH1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1246.See file dsdata.pdf to determine how the superseded data were derived.
 FH1246
 FH1246_MARKER: DV = VERTICAL CONTROL DISK
 FH1246_SETTING: 66 = SET IN ROCK OUTCROP
 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 = MARCH 20, 2026 22:17:28 EDT
 FF2172 ***********************************************************************
 FF2172  DESIGNATION -  D 314
 FF2172  PID         -  FF2172
 FF2172  STATE/COUNTY-  AR/CRITTENDEN
 FF2172  COUNTRY     -  US
 FF2172  USGS QUAD   -  WEST MEMPHIS (2017)
 FF2172
 FF2172                         *CURRENT SURVEY CONTROL
 FF2172  ______________________________________________________________________
 FF2172* NAD 83(1986) POSITION- 35 12 56.6    (N) 090 11 48.4    (W)   HD_HELD2
 FF2172* NAVD 88 ORTHO HEIGHT -    70.125 (meters)      230.07  (feet) ADJUSTED
 FF2172  ______________________________________________________________________
 FF2172  GEOID HEIGHT    -        -27.330 (meters)                     GEOID18
 FF2172  DYNAMIC HEIGHT  -         70.063 (meters)      229.87  (feet) COMP
 FF2172  MODELED GRAVITY -    979,738.8   (mgal)                       NAVD 88
 FF2172
 FF2172  VERT ORDER      -  FIRST     CLASS II
 FF2172
 FF2172.The horizontal coordinates were established by autonomous hand held GPS
 FF2172.observations and have an estimated accuracy of +/- 10 meters.
 FF2172
 FF2172.The orthometric height was determined by differential leveling and
 FF2172.adjusted by the NATIONAL GEODETIC SURVEY
 FF2172.in January 1995.
 FF2172
 FF2172.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF2172.GEOID18 height accuracy estimate available here.
 FF2172
 FF2172.Click photographs - Photos may exist for this station.
 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     -    99,397.      564,163.      MT  (+/- 10 meters HH2 GPS)
 FF2172
 FF2172_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV5515900567(NAD 83)
 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
 FF2172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2172.See file dsdata.pdf to determine how the superseded data were derived.
 FF2172
 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 - June 15, 2021
 FF2172
 FF2172  HISTORY     - Date     Condition        Report By
 FF2172  HISTORY     - 1992     MONUMENTED       NGS
 FF2172  HISTORY     - 20021016 GOOD             USACE
 FF2172  HISTORY     - 20050805 GOOD             GEOCAC
 FF2172  HISTORY     - 20210615 GOOD             ARHD
 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'RECOVERED IN GOOD CONDITION.
 FF2172
 FF2172                          STATION RECOVERY (2021)
 FF2172
 FF2172'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2021 (JDH)
 FF2172'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF2199 ***********************************************************************
 FF2199  DESIGNATION -  D 315
 FF2199  PID         -  FF2199
 FF2199  STATE/COUNTY-  AR/CRAIGHEAD
 FF2199  COUNTRY     -  US
 FF2199  USGS QUAD   -  JONESBORO (2017)
 FF2199
 FF2199                         *CURRENT SURVEY CONTROL
 FF2199  ______________________________________________________________________
 FF2199* NAD 83(1986) POSITION- 35 50 18.     (N) 090 40 36.     (W)   SCALED
 FF2199* NAVD 88 ORTHO HEIGHT -    84.007 (meters)      275.61  (feet) ADJUSTED
 FF2199  ______________________________________________________________________
 FF2199  GEOID HEIGHT    -        -27.832 (meters)                     GEOID18
 FF2199  DYNAMIC HEIGHT  -         83.935 (meters)      275.38  (feet) COMP
 FF2199  MODELED GRAVITY -    979,780.9   (mgal)                       NAVD 88
 FF2199
 FF2199  VERT ORDER      -  FIRST     CLASS II
 FF2199
 FF2199.The horizontal coordinates were scaled from a map and have
 FF2199.an estimated accuracy of +/- 6 seconds.
 FF2199
 FF2199.The orthometric height was determined by differential leveling and
 FF2199.adjusted by the NATIONAL GEODETIC SURVEY
 FF2199.in January 1995.
 FF2199
 FF2199.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF2199.GEOID18 height accuracy estimate available here.
 FF2199
 FF2199.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV098685(NAD 83)
 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
 FF2199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2199.See file dsdata.pdf to determine how the superseded data were derived.
 FF2199
 FF2199_MARKER: I = METAL ROD
 FF2199_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 GE1215 ***********************************************************************
 GE1215  DESIGNATION -  D 316
 GE1215  PID         -  GE1215
 GE1215  STATE/COUNTY-  AR/LAWRENCE
 GE1215  COUNTRY     -  US
 GE1215  USGS QUAD   -  BLACK ROCK (2017)
 GE1215
 GE1215                         *CURRENT SURVEY CONTROL
 GE1215  ______________________________________________________________________
 GE1215* NAD 83(1986) POSITION- 36 04 37.     (N) 091 02 26.     (W)   SCALED
 GE1215* NAVD 88 ORTHO HEIGHT -    78.334 (meters)      257.00  (feet) ADJUSTED
 GE1215  ______________________________________________________________________
 GE1215  GEOID HEIGHT    -        -28.098 (meters)                     GEOID18
 GE1215  DYNAMIC HEIGHT  -         78.269 (meters)      256.79  (feet) COMP
 GE1215  MODELED GRAVITY -    979,807.2   (mgal)                       NAVD 88
 GE1215
 GE1215  VERT ORDER      -  FIRST     CLASS II
 GE1215
 GE1215.The horizontal coordinates were scaled from a map and have
 GE1215.an estimated accuracy of +/- 6 seconds.
 GE1215
 GE1215.The orthometric height was determined by differential leveling and
 GE1215.adjusted by the NATIONAL GEODETIC SURVEY
 GE1215.in January 1995.
 GE1215
 GE1215.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE1215.GEOID18 height accuracy estimate available here.
 GE1215
 GE1215.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV764942(NAD 83)
 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
 GE1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1215.See file dsdata.pdf to determine how the superseded data were derived.
 GE1215
 GE1215_MARKER: F = FLANGE-ENCASED ROD
 GE1215_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GE1215_STAMPING: D 316 1990
 GE1215_MARK LOGO: NGS
 GE1215_PROJECTION: RECESSED 3 CENTIMETERS
 GE1215_MAGNETIC: I = MARKER IS A STEEL ROD
 GE1215_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE1215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GE1215+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2012
 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  HISTORY     - 20121001 GOOD             ASSOEN
 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.
 GE1215
 GE1215                          STATION RECOVERY (2012)
 GE1215
 GE1215'RECOVERY NOTE BY ASSOCIATED ENGINEERING 2012 (MPM)
 GE1215'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK2832 ***********************************************************************
 DK2832  DESIGNATION -  D 320
 DK2832  PID         -  DK2832
 DK2832  STATE/COUNTY-  AR/PULASKI
 DK2832  COUNTRY     -  US
 DK2832  USGS QUAD   -  LITTLE ROCK (2017)
 DK2832
 DK2832                         *CURRENT SURVEY CONTROL
 DK2832  ______________________________________________________________________
 DK2832* NAD 83(1986) POSITION- 34 39 50.     (N) 092 16 13.     (W)   SCALED
 DK2832* NAVD 88 ORTHO HEIGHT -    93.385 (meters)      306.38  (feet) ADJUSTED
 DK2832  ______________________________________________________________________
 DK2832  GEOID HEIGHT    -        -26.510 (meters)                     GEOID18
 DK2832  DYNAMIC HEIGHT  -         93.297 (meters)      306.09  (feet) COMP
 DK2832  MODELED GRAVITY -    979,690.1   (mgal)                       NAVD 88
 DK2832
 DK2832  VERT ORDER      -  FIRST     CLASS II
 DK2832
 DK2832.The horizontal coordinates were scaled from a map and have
 DK2832.an estimated accuracy of +/- 6 seconds.
 DK2832
 DK2832.The orthometric height was determined by differential leveling and
 DK2832.adjusted by the NATIONAL GEODETIC SURVEY
 DK2832.in May 2008.
 DK2832
 DK2832.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK2832.GEOID18 height accuracy estimate available here.
 DK2832
 DK2832.Click photographs - Photos may exist for this station.
 DK2832
 DK2832.The dynamic height is computed by dividing the NAVD 88
 DK2832.geopotential number by the normal gravity value computed on the
 DK2832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2832.degrees latitude (g = 980.6199 gals.).
 DK2832
 DK2832.The modeled gravity was interpolated from observed gravity values.
 DK2832
 DK2832;                    North         East    Units  Estimated Accuracy
 DK2832;SPC AR S     -   621,560.      375,230.      MT  (+/- 180 meters Scaled)
 DK2832
 DK2832_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU668360(NAD 83)
 DK2832
 DK2832                          SUPERSEDED SURVEY CONTROL
 DK2832
 DK2832.No superseded survey control is available for this station.
 DK2832
 DK2832_MARKER: DB = BENCH MARK DISK
 DK2832_SETTING: 66 = SET IN ROCK OUTCROP
 DK2832_STAMPING: D 320 2007
 DK2832_MARK LOGO: ARHD
 DK2832_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK2832_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK2832_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK2832+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2007
 DK2832
 DK2832  HISTORY     - Date     Condition        Report By
 DK2832  HISTORY     - 20070404 MONUMENTED       ARHD
 DK2832
 DK2832                          STATION DESCRIPTION
 DK2832
 DK2832'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2007
 DK2832'THE MARK IS LOCATED ABOUT 5.0 MI (8.0 KM) SOUTH OF LITTLE ROCK
 DK2832'ARKANSAS.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DK2832'
 DK2832'TO REACH FROM THE INTERSECTION OF U.S. INTERSTATE HIGHWAY 530 AND
 DK2832'STATE HIGHWAY 338 SOUTH OF LITTLE ROCK.  GO WEST ON HIGHWAY 338 FOR
 DK2832'0.8 MI (1.3 KM) TO THE STATION ON THE RIGHT.  SET IN A 2 X 2 ROCK
 DK2832'OUTCROP.
 DK2832'
 DK2832'15.5 METERS NORTH OF A POWER POLE. 15.0 METERS SOUTH OF THE CENTER OF
 DK2832'A CONCRETE DRIVE, 8.1 METERS WEST OF THE CENTER LINE OF THE HIGHWAY,
 DK2832'7.0 METERS EAST OF A CHAIN LINK FENCE, AND 5.5 METERS EAST OF A
 DK2832'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK2858 ***********************************************************************
 DK2858  DESIGNATION -  D 321
 DK2858  PID         -  DK2858
 DK2858  STATE/COUNTY-  AR/PULASKI
 DK2858  COUNTRY     -  US
 DK2858  USGS QUAD   -  PINNACLE MOUNTAIN (2017)
 DK2858
 DK2858                         *CURRENT SURVEY CONTROL
 DK2858  ______________________________________________________________________
 DK2858* NAD 83(1986) POSITION- 34 46 28.46   (N) 092 23 43.66   (W)   HD_HELD1
 DK2858* NAVD 88 ORTHO HEIGHT -   153.038 (meters)      502.09  (feet) ADJUSTED
 DK2858  ______________________________________________________________________
 DK2858  GEOID HEIGHT    -        -26.784 (meters)                     GEOID18
 DK2858  DYNAMIC HEIGHT  -        152.896 (meters)      501.63  (feet) COMP
 DK2858  MODELED GRAVITY -    979,699.4   (mgal)                       NAVD 88
 DK2858
 DK2858  VERT ORDER      -  FIRST     CLASS II
 DK2858
 DK2858.The horizontal coordinates were determined by differentially corrected
 DK2858.hand held GPS observations or other comparable positioning techniques
 DK2858.and have an estimated accuracy of +/- 3 meters.
 DK2858
 DK2858.The orthometric height was determined by differential leveling and
 DK2858.adjusted by the NATIONAL GEODETIC SURVEY
 DK2858.in May 2008.
 DK2858
 DK2858.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK2858.GEOID18 height accuracy estimate available here.
 DK2858
 DK2858.Click photographs - Photos may exist for this station.
 DK2858
 DK2858.The dynamic height is computed by dividing the NAVD 88
 DK2858.geopotential number by the normal gravity value computed on the
 DK2858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2858.degrees latitude (g = 980.6199 gals.).
 DK2858
 DK2858.The modeled gravity was interpolated from observed gravity values.
 DK2858
 DK2858;                    North         East    Units  Estimated Accuracy
 DK2858;SPC AR S     -   633,870.8     363,800.4     MT  (+/- 3 meters HH1 GPS) 
 DK2858
 DK2858_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5531648210(NAD 83)
 DK2858
 DK2858                          SUPERSEDED SURVEY CONTROL
 DK2858
 DK2858.No superseded survey control is available for this station.
 DK2858
 DK2858_MARKER: F = FLANGE-ENCASED ROD
 DK2858_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DK2858_STAMPING: D 321 2007
 DK2858_MARK LOGO: NGS
 DK2858_PROJECTION: RECESSED 0 CENTIMETERS
 DK2858_MAGNETIC: I = MARKER IS A STEEL ROD
 DK2858_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK2858_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2858+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2015
 DK2858_ROD/PIPE-DEPTH: 4.7 meters
 DK2858_SLEEVE-DEPTH  : 1.0 meters
 DK2858
 DK2858  HISTORY     - Date     Condition        Report By
 DK2858  HISTORY     - 20070418 MONUMENTED       ARHD
 DK2858  HISTORY     - 20120302 GOOD             ARHD
 DK2858  HISTORY     - 20150315 GOOD             INDIV
 DK2858
 DK2858                          STATION DESCRIPTION
 DK2858
 DK2858'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2007
 DK2858'THE MARK IS LOCATED ABOUT 2.0 MI (3.2 KM) WEST OF LITTLE ROCK
 DK2858'ARKANSAS.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DK2858'
 DK2858'TO REACH FROM THE INTERSECTION OF INTERSTATE HIGHWAY 630 AND
 DK2858'SHACKLEFORD ROAD, GO NORTH ON SHACKLEFORD ROAD FOR 1.7 MI (2.7 KM) TO
 DK2858'THE JUNCTION OF RODNEY PARHAM ROAD.  CONTINUE AHEAD CROSSING ROAD TO
 DK2858'ARKANSAS VALLEY ROAD.  CONTINUE NORTH FOR 0.2 MI (0.3 KM) TO WALNUT
 DK2858'VALLEY PARK ON THE LEFT AND THE STATION.  ON WEST SIDE OF PARKING.
 DK2858'
 DK2858'27.4 METERS NORTHWEST OF THE CENTERLINE OF THE STREET, 15.8 METERS
 DK2858'NORTHEAST OF A FENCE CORNER, 13.8 METERS SOUTHWEST OF A LIGHT POLE,
 DK2858'AND 1.4 METERS EAST OF BACK OF CURB.
 DK2858'
 DK2858'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5 INCH LOGO CAP.
 DK2858
 DK2858                          STATION RECOVERY (2012)
 DK2858
 DK2858'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (JDH)
 DK2858'RECOVERED AS DESCRIBED
 DK2858
 DK2858                          STATION RECOVERY (2015)
 DK2858
 DK2858'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015
 DK2858'RECOVERED 1.4 METERS WEST OF BACK OF CURB. IN-LINE WITH POOL'S LAMP
 DK2858'POSTS AND DIVING BOARD.  AN OPUS SOLUTION IS AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO4782 ***********************************************************************
 DO4782  DESIGNATION -  D 326
 DO4782  PID         -  DO4782
 DO4782  STATE/COUNTY-  AR/POPE
 DO4782  COUNTRY     -  US
 DO4782  USGS QUAD   -  RUSSELLVILLE WEST (2017)
 DO4782
 DO4782                         *CURRENT SURVEY CONTROL
 DO4782  ______________________________________________________________________
 DO4782* NAD 83(1986) POSITION- 35 18 14.5    (N) 093 09 25.4    (W)   HD_HELD2
 DO4782* NAVD 88 ORTHO HEIGHT -   102.158 (meters)      335.16  (feet) ADJUSTED
 DO4782  ______________________________________________________________________
 DO4782  GEOID HEIGHT    -        -29.182 (meters)                     GEOID18
 DO4782  DYNAMIC HEIGHT  -        102.061 (meters)      334.85  (feet) COMP
 DO4782  MODELED GRAVITY -    979,683.3   (mgal)                       NAVD 88
 DO4782
 DO4782  VERT ORDER      -  FIRST     CLASS II
 DO4782
 DO4782.The horizontal coordinates were established by autonomous hand held GPS
 DO4782.observations and have an estimated accuracy of +/- 10 meters.
 DO4782
 DO4782.The orthometric height was determined by differential leveling and
 DO4782.adjusted by the NATIONAL GEODETIC SURVEY
 DO4782.in April 2013.
 DO4782
 DO4782.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO4782.GEOID18 height accuracy estimate available here.
 DO4782
 DO4782.Click photographs - Photos may exist for this station.
 DO4782
 DO4782.The dynamic height is computed by dividing the NAVD 88
 DO4782.geopotential number by the normal gravity value computed on the
 DO4782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO4782.degrees latitude (g = 980.6199 gals.).
 DO4782
 DO4782.The modeled gravity was interpolated from observed gravity values.
 DO4782
 DO4782;                    North         East    Units  Estimated Accuracy
 DO4782;SPC AR N     -   108,308.      294,775.      MT  (+/- 10 meters HH2 GPS)
 DO4782
 DO4782_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV8572106770(NAD 83)
 DO4782
 DO4782                          SUPERSEDED SURVEY CONTROL
 DO4782
 DO4782.No superseded survey control is available for this station.
 DO4782
 DO4782_MARKER: DV = VERTICAL CONTROL DISK
 DO4782_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DO4782_SP_SET: DAM ABUTEMENT
 DO4782_STAMPING: D 326 2009
 DO4782_MARK LOGO: ARHD
 DO4782_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO4782_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO4782_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO4782+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2017
 DO4782
 DO4782  HISTORY     - Date     Condition        Report By
 DO4782  HISTORY     - 20090506 MONUMENTED       ARHD
 DO4782  HISTORY     - 20170222 GOOD             ARHD
 DO4782
 DO4782                          STATION DESCRIPTION
 DO4782
 DO4782'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2009 (DS)
 DO4782'THE STATION IS LOCATED ABOUT 0.3 MI (0.5 KM) NORTHWEST OF RUSSELLVILLE
 DO4782'AT A PUMPING STATION.OWNERSHIP--U.S. ARMY CORPS OF ENGINEERS.
 DO4782'
 DO4782'TO REACH FROM THE INTERSECTION OF U.S. INTERSTATE 40 AND STATE HIGHWAY
 DO4782'7 NORTH OF RUSSELLVILLE, GO SOUTH ON HIGHWAY 7 FOR 0.1 MI (0.2 KM) TO
 DO4782'LAKE FRONT DRIVE AND HIGHWAY 326.  TURN RIGHT, WEST AND GO 1.0 MI (1.6
 DO4782'KM) TO A PAVED DRIVE AND GATE ON THE LEFT, AT GATE WALK 75.0 M (246.1
 DO4782'FT) TO THE DAM AND STATION.
 DO4782'
 DO4782'IT IS 13.5 M (44.3 FT) SOUTHWEST OF THE SOUTHEAST CORNER OF A
 DO4782'BUILDING, 3.6 M (11.8 FT) SOUTH OF THE SOUTHWEST CORNER OF A BUILDING,
 DO4782'1.4 M (4.6 FT) NORTH OF A FIBERGLASS WITNESS POST.
 DO4782
 DO4782                          STATION RECOVERY (2017)
 DO4782
 DO4782'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2017 (JDH)
 DO4782'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0093 ***********************************************************************
 FF0093  DESIGNATION -  D 33
 FF0093  PID         -  FF0093
 FF0093  STATE/COUNTY-  AR/CRAIGHEAD
 FF0093  COUNTRY     -  US
 FF0093  USGS QUAD   -  CARAWAY (2017)
 FF0093
 FF0093                         *CURRENT SURVEY CONTROL
 FF0093  ______________________________________________________________________
 FF0093* NAD 83(1986) POSITION- 35 50 15.     (N) 090 22 03.     (W)   SCALED
 FF0093* NAVD 88 ORTHO HEIGHT -    70.568 (meters)      231.52  (feet) POSTED
 FF0093  ______________________________________________________________________
 FF0093  GEOID HEIGHT    -        -28.034 (meters)                     GEOID18
 FF0093  DYNAMIC HEIGHT  -         70.51  (meters)      231.3   (feet) COMP
 FF0093  MODELED GRAVITY -    979,779.3   (mgal)                       NAVD 88
 FF0093
 FF0093  VERT ORDER      -  * POSTED, SEE BELOW
 FF0093
 FF0093.The horizontal coordinates were scaled from a 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
 FF0093.* This is a POSTED BENCH MARK height.
 FF0093
 FF0093.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0093.GEOID18 height accuracy estimate available here.
 FF0093
 FF0093.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV377691(NAD 83)
 FF0093
 FF0093                          SUPERSEDED SURVEY CONTROL
 FF0093
 FF0093  NGVD 29 (11/26/84)   70.528  (m)          231.39   (f) ADJUSTED    1 2
 FF0093
 FF0093.Superseded values are not recommended for survey control.
 FF0093
 FF0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0093.See file dsdata.pdf to determine how the superseded data were derived.
 FF0093
 FF0093_MARKER: DB = BENCH MARK DISK
 FF0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0093_STAMPING: D 33 1933
 FF0093_MARK LOGO: CGS
 FF0093_PROJECTION: FLUSH
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0051 ***********************************************************************
 FG0051  DESIGNATION -  D 33
 FG0051  PID         -  FG0051
 FG0051  STATE/COUNTY-  AR/VAN BUREN
 FG0051  COUNTRY     -  US
 FG0051  USGS QUAD   -  CLINTON (2017)
 FG0051
 FG0051                         *CURRENT SURVEY CONTROL
 FG0051  ______________________________________________________________________
 FG0051* NAD 83(1986) POSITION- 35 36 01.     (N) 092 25 27.     (W)   SCALED
 FG0051* NAVD 88 ORTHO HEIGHT -   183.431 (meters)      601.81  (feet) ADJUSTED
 FG0051  ______________________________________________________________________
 FG0051  GEOID HEIGHT    -        -27.904 (meters)                     GEOID18
 FG0051  DYNAMIC HEIGHT  -        183.266 (meters)      601.27  (feet) COMP
 FG0051  MODELED GRAVITY -    979,726.9   (mgal)                       NAVD 88
 FG0051
 FG0051  VERT ORDER      -  SECOND    CLASS 0
 FG0051
 FG0051.The horizontal coordinates were scaled from a map and have
 FG0051.an estimated accuracy of +/- 6 seconds.
 FG0051
 FG0051.The orthometric height was determined by differential leveling and
 FG0051.adjusted by the NATIONAL GEODETIC SURVEY
 FG0051.in June 1991.
 FG0051
 FG0051.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0051.GEOID18 height accuracy estimate available here.
 FG0051
 FG0051.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV521397(NAD 83)
 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
 FG0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0051.See file dsdata.pdf to determine how the superseded data were derived.
 FG0051
 FG0051_MARKER: DD = SURVEY DISK
 FG0051_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0051_STAMPING: D 33 1934
 FG0051_MARK LOGO: CGS+SS
 FG0051_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0051
 FG0051  HISTORY     - Date     Condition        Report By
 FG0051  HISTORY     - 1934     MONUMENTED       ARGS
 FG0051  HISTORY     - 1935     GOOD             CGS
 FG0051  HISTORY     - 1941     GOOD             ARHD
 FG0051  HISTORY     - 20150826 MARK NOT FOUND   ARHD
 FG0051
 FG0051                          STATION DESCRIPTION
 FG0051
 FG0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 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 DEPARTMENT OF TRANSPORTATION 1941
 FG0051'RECOVERED IN GOOD CONDITION.
 FG0051
 FG0051                          STATION RECOVERY (2015)
 FG0051
 FG0051'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 FG0051'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO2560 ***********************************************************************
 DO2560  DESIGNATION -  D 330
 DO2560  PID         -  DO2560
 DO2560  STATE/COUNTY-  AR/CRAIGHEAD
 DO2560  COUNTRY     -  US
 DO2560  USGS QUAD   -  JONESBORO (2017)
 DO2560
 DO2560                         *CURRENT SURVEY CONTROL
 DO2560  ______________________________________________________________________
 DO2560* NAD 83(1986) POSITION- 35 48 41.16   (N) 090 39 03.47   (W)   HD_HELD1
 DO2560* NAVD 88 ORTHO HEIGHT -    74.886 (meters)      245.69  (feet) ADJUSTED
 DO2560  ______________________________________________________________________
 DO2560  GEOID HEIGHT    -        -27.835 (meters)                     GEOID18
 DO2560  DYNAMIC HEIGHT  -         74.822 (meters)      245.48  (feet) COMP
 DO2560  MODELED GRAVITY -    979,779.9   (mgal)                       NAVD 88
 DO2560
 DO2560  VERT ORDER      -  FIRST     CLASS II
 DO2560
 DO2560.The horizontal coordinates were determined by differentially corrected
 DO2560.hand held GPS observations or other comparable positioning techniques
 DO2560.and have an estimated accuracy of +/- 3 meters.
 DO2560
 DO2560.The orthometric height was determined by differential leveling and
 DO2560.adjusted by the NATIONAL GEODETIC SURVEY
 DO2560.in February 2013.
 DO2560
 DO2560.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2560.GEOID18 height accuracy estimate available here.
 DO2560
 DO2560.Click photographs - Photos may exist for this station.
 DO2560
 DO2560.The dynamic height is computed by dividing the NAVD 88
 DO2560.geopotential number by the normal gravity value computed on the
 DO2560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2560.degrees latitude (g = 980.6199 gals.).
 DO2560
 DO2560.The modeled gravity was interpolated from observed gravity values.
 DO2560
 DO2560;                    North         East    Units  Estimated Accuracy
 DO2560;SPC AR N     -   164,818.9     521,912.3     MT  (+/- 3 meters HH1 GPS) 
 DO2560
 DO2560_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV1223465580(NAD 83)
 DO2560
 DO2560                          SUPERSEDED SURVEY CONTROL
 DO2560
 DO2560.No superseded survey control is available for this station.
 DO2560
 DO2560_MARKER: DB = BENCH MARK DISK
 DO2560_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DO2560_SP_SET: BRIDGE ABUTMENT
 DO2560_STAMPING: D 330 2011
 DO2560_MARK LOGO: NONE
 DO2560_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2560_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO2560_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2560+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2011
 DO2560
 DO2560  HISTORY     - Date     Condition        Report By
 DO2560  HISTORY     - 20110314 MONUMENTED       ASSOEN
 DO2560
 DO2560                          STATION DESCRIPTION
 DO2560
 DO2560'DESCRIBED BY ASSOCIATED ENGINEERING 2011 (MPM)
 DO2560'THE MARK IS LOCATED ABOUT 7.2 MI (11.6 KM) SOUTH-SOUTHWEST OF
 DO2560'BROOKLAND, 6.6 MI (10.6 KM) WEST OF NEEDHAM AND 3.7 MI (6.0 KM)
 DO2560'SOUTHEAST OF JONESBORO.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DO2560'
 DO2560'TO REACH FROM THE INTERSECTION OF NETTLETON AVENUE AND THE ACCESS
 DO2560'ROAD, HEAD SOUTHWEST ON THE ACCESS ROAD 0.6 MI (1.0 KM) THEN TURN
 DO2560'RIGHT ON WILLOW ROAD FOR 0.2 MI (0.3 KM) TO THE MARK ON THE RIGHT.
 DO2560'
 DO2560'IT IS 74.43 FT (22.7 M) SOUTH OF A VERTICAL PANEL TRAFFIC SIGN, 48.85
 DO2560'FT (14.9 M) NORTH OF THE CENTERLINE OF A DITCH, 15.25 FT (4.6 M) EAST
 DO2560'OF THE CENTERLINE OF STREET AND SET VERTICALLY IN THE NORTHEAST FACE
 DO2560'OF THE ABUTMENT AND ABOUT 1 FT (0.3 M) LOWER THAN THE ROAD.
 DO2560'
 DO2560'NOTE-THERE IS NO LOGO ON THE DISK.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO2586 ***********************************************************************
 DO2586  DESIGNATION -  D 331
 DO2586  PID         -  DO2586
 DO2586  STATE/COUNTY-  AR/CRAIGHEAD
 DO2586  COUNTRY     -  US
 DO2586  USGS QUAD   -  JONESBORO (2017)
 DO2586
 DO2586                         *CURRENT SURVEY CONTROL
 DO2586  ______________________________________________________________________
 DO2586* NAD 83(1986) POSITION- 35 51 59.98   (N) 090 41 38.17   (W)   HD_HELD1
 DO2586* NAVD 88 ORTHO HEIGHT -    95.293 (meters)      312.64  (feet) ADJUSTED
 DO2586  ______________________________________________________________________
 DO2586  GEOID HEIGHT    -        -27.847 (meters)                     GEOID18
 DO2586  DYNAMIC HEIGHT  -         95.212 (meters)      312.37  (feet) COMP
 DO2586  MODELED GRAVITY -    979,781.4   (mgal)                       NAVD 88
 DO2586
 DO2586  VERT ORDER      -  FIRST     CLASS II
 DO2586
 DO2586.The horizontal coordinates were determined by differentially corrected
 DO2586.hand held GPS observations or other comparable positioning techniques
 DO2586.and have an estimated accuracy of +/- 3 meters.
 DO2586
 DO2586.The orthometric height was determined by differential leveling and
 DO2586.adjusted by the NATIONAL GEODETIC SURVEY
 DO2586.in February 2013.
 DO2586
 DO2586.No vertical observational check was made to the station.
 DO2586
 DO2586.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2586.GEOID18 height accuracy estimate available here.
 DO2586
 DO2586.Click photographs - Photos may exist for this station.
 DO2586
 DO2586.The dynamic height is computed by dividing the NAVD 88
 DO2586.geopotential number by the normal gravity value computed on the
 DO2586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2586.degrees latitude (g = 980.6199 gals.).
 DO2586
 DO2586.The modeled gravity was interpolated from observed gravity values.
 DO2586
 DO2586;                    North         East    Units  Estimated Accuracy
 DO2586;SPC AR N     -   170,893.5     517,947.9     MT  (+/- 3 meters HH1 GPS) 
 DO2586
 DO2586_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV0820771615(NAD 83)
 DO2586
 DO2586                          SUPERSEDED SURVEY CONTROL
 DO2586
 DO2586.No superseded survey control is available for this station.
 DO2586
 DO2586_MARKER: F = FLANGE-ENCASED ROD
 DO2586_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DO2586_STAMPING: D 331 2011
 DO2586_MARK LOGO: NONE
 DO2586_PROJECTION: RECESSED 3 CENTIMETERS
 DO2586_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DO2586_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO2586_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2586+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2010
 DO2586_ROD/PIPE-DEPTH: 12.1 meters
 DO2586_SLEEVE-DEPTH  : 1 meters
 DO2586
 DO2586  HISTORY     - Date     Condition        Report By
 DO2586  HISTORY     - 20101122 MONUMENTED       ASSOEN
 DO2586
 DO2586                          STATION DESCRIPTION
 DO2586
 DO2586'DESCRIBED BY ASSOCIATED ENGINEERING 2010 (MPM)
 DO2586'THE MARK IS LOCATED ABOUT 6.7 MI (10.8 KM) WEST-SOUTHWEST OF
 DO2586'BROOKLAND, 6.1 MI (9.8 KM) EAST OF HERMAN AND 1.8 MI (2.9 KM)
 DO2586'NORTH-NORTHEAST OF JONESBORO.
 DO2586'
 DO2586'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DO2586'
 DO2586'TO REACH FROM THE INTERSECTION OF NORTH PATRICK STREET AND MAGNOLIA
 DO2586'ROAD HEAD SOUTH ON NORTH PATRICK STREET 0.40 MI (0.6 KM) TO THE MARK
 DO2586'ON THE LEFT LOCATED AT THE NORTHEAST CORNER OF THE INTERSECTION OF
 DO2586'NORTH PATRICK STREET AND SHANNON COVE.
 DO2586'
 DO2586'IT IS 48 FT (14.6 M) NORTH OF A POWER LINE POLE, 16 FT (4.9 M)
 DO2586'NORTHEAST OF THE NORTH END OF A 30 INCH (76 CM) RCP DRAINAGE PIPE AND
 DO2586'9 FT (2.7 M) EAST OF A FIBERGLASS WITNESS POST.
 DO2586'
 DO2586'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM) LOGO
 DO2586'CAP.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO2613 ***********************************************************************
 DO2613  DESIGNATION -  D 332
 DO2613  PID         -  DO2613
 DO2613  STATE/COUNTY-  AR/CRAIGHEAD
 DO2613  COUNTRY     -  US
 DO2613  USGS QUAD   -  HERMAN (2017)
 DO2613
 DO2613                         *CURRENT SURVEY CONTROL
 DO2613  ______________________________________________________________________
 DO2613* NAD 83(1986) POSITION- 35 46 41.02   (N) 090 47 23.96   (W)   HD_HELD1
 DO2613* NAVD 88 ORTHO HEIGHT -    79.075 (meters)      259.43  (feet) ADJUSTED
 DO2613  ______________________________________________________________________
 DO2613  GEOID HEIGHT    -        -27.753 (meters)                     GEOID18
 DO2613  DYNAMIC HEIGHT  -         79.007 (meters)      259.21  (feet) COMP
 DO2613  MODELED GRAVITY -    979,780.5   (mgal)                       NAVD 88
 DO2613
 DO2613  VERT ORDER      -  FIRST     CLASS II
 DO2613
 DO2613.The horizontal coordinates were determined by differentially corrected
 DO2613.hand held GPS observations or other comparable positioning techniques
 DO2613.and have an estimated accuracy of +/- 3 meters.
 DO2613
 DO2613.The orthometric height was determined by differential leveling and
 DO2613.adjusted by the NATIONAL GEODETIC SURVEY
 DO2613.in February 2013.
 DO2613
 DO2613.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2613.GEOID18 height accuracy estimate available here.
 DO2613
 DO2613.Click photographs - Photos may exist for this station.
 DO2613
 DO2613.The dynamic height is computed by dividing the NAVD 88
 DO2613.geopotential number by the normal gravity value computed on the
 DO2613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2613.degrees latitude (g = 980.6199 gals.).
 DO2613
 DO2613.The modeled gravity was interpolated from observed gravity values.
 DO2613
 DO2613;                    North         East    Units  Estimated Accuracy
 DO2613;SPC AR N     -   160,953.3     509,394.8     MT  (+/- 3 meters HH1 GPS) 
 DO2613
 DO2613_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV9975561585(NAD 83)
 DO2613
 DO2613                          SUPERSEDED SURVEY CONTROL
 DO2613
 DO2613.No superseded survey control is available for this station.
 DO2613
 DO2613_MARKER: DB = BENCH MARK DISK
 DO2613_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DO2613_SP_SET: HEADWALL
 DO2613_STAMPING: AHTD D 332 2011
 DO2613_MARK LOGO: ARHD
 DO2613_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO2613+STABILITY: SURFACE MOTION
 DO2613_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2613+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2010
 DO2613
 DO2613  HISTORY     - Date     Condition        Report By
 DO2613  HISTORY     - 20101201 MONUMENTED       ASSOEN
 DO2613
 DO2613                          STATION DESCRIPTION
 DO2613
 DO2613'DESCRIBED BY ASSOCIATED ENGINEERING 2010 (MPM)
 DO2613'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) SOUTHWEST OF JONESBORO, 5.2
 DO2613'MI (8.4 KM) SOUTH OF HERMAN AND 4.5 MI (7.2 KM) NORTHEAST OF OTWELL.
 DO2613'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DO2613'
 DO2613'TO REACH FROM THE INTERSECTION OF HIGHWAY 63 AND SOUTHWEST DRIVE GO
 DO2613'SOUTHWESTERLY ON SOUTHWEST DRIVE 5.1 MI (8.2 KM) TO THE MARK ON THE
 DO2613'RIGHT.
 DO2613'
 DO2613'IT IS 111.62 FT (34.0 M) EAST OF A TELEPHONE PEDESTAL, 64.30 FT (19.6
 DO2613'M) SOUTHEAST OF A POWER LINE POLE, 60.95 FT (18.6 M) NORTH OF THE
 DO2613'CENTERLINE OF HIGHWAY 49 AND 9.19 FT (2.8 M) WEST OF THE SOUTHEAST
 DO2613'CORNER OF A BOX CULVERT.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO5140 ***********************************************************************
 DO5140  DESIGNATION -  D 333
 DO5140  PID         -  DO5140
 DO5140  STATE/COUNTY-  AR/CROSS
 DO5140  COUNTRY     -  US
 DO5140  USGS QUAD   -  VANNDALE (2017)
 DO5140
 DO5140                         *CURRENT SURVEY CONTROL
 DO5140  ______________________________________________________________________
 DO5140* NAD 83(2011) POSITION- 35 15 13.86851(N) 090 47 22.95942(W)   ADJUSTED
 DO5140* NAD 83(2011) ELLIP HT-    51.065 (meters)        (01/11/18)   ADJUSTED
 DO5140* NAD 83(2011) EPOCH   -  2010.00
 DO5140* NAVD 88 ORTHO HEIGHT -    78.283 (meters)      256.83  (feet) ADJUSTED
 DO5140  ______________________________________________________________________
 DO5140  GEOID HEIGHT    -        -27.220 (meters)                     GEOID18
 DO5140  NAD 83(2011) X  -    -71,866.215 (meters)                     COMP
 DO5140  NAD 83(2011) Y  - -5,213,768.510 (meters)                     COMP
 DO5140  NAD 83(2011) Z  -  3,660,930.399 (meters)                     COMP
 DO5140  LAPLACE CORR    -          0.08  (seconds)                    DEFLEC18
 DO5140  DYNAMIC HEIGHT  -         78.213 (meters)      256.60  (feet) COMP
 DO5140  MODELED GRAVITY -    979,735.0   (mgal)                       NAVD 88
 DO5140
 DO5140  VERT ORDER      -  FIRST     CLASS II
 DO5140
 DO5140  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO5140  Standards:
 DO5140         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO5140            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO5140  -------------------------------------------------------------------
 DO5140  NETWORK    0.48   1.16           0.20   0.19   0.59     -0.01291416
 DO5140  -------------------------------------------------------------------
 DO5140  Click here for local accuracies and other accuracy information.
 DO5140
 DO5140.The horizontal coordinates were established by GPS observations
 DO5140.and adjusted by the MICHAEL BAKER INTERNATIONAL in January 2018.
 DO5140
 DO5140.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO5140.been affixed to the stable North American tectonic plate. See 
 DO5140.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO5140
 DO5140.The horizontal coordinates are valid at the epoch date displayed above
 DO5140.which is a decimal equivalence of Year/Month/Day.
 DO5140
 DO5140.The orthometric height was determined by differential leveling and
 DO5140.adjusted by the NATIONAL GEODETIC SURVEY
 DO5140.in April 2013.
 DO5140
 DO5140.No vertical observational check was made to the station.
 DO5140
 DO5140.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO5140.GEOID18 height accuracy estimate available here.
 DO5140
 DO5140.Click photographs - Photos may exist for this station.
 DO5140
 DO5140.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO5140
 DO5140.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO5140
 DO5140.The ellipsoidal height was determined by GPS observations
 DO5140.and is referenced to NAD 83.
 DO5140
 DO5140.The dynamic height is computed by dividing the NAVD 88
 DO5140.geopotential number by the normal gravity value computed on the
 DO5140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO5140.degrees latitude (g = 980.6199 gals.).
 DO5140
 DO5140.The modeled gravity was interpolated from observed gravity values.
 DO5140
 DO5140. The following values were computed from the NAD 83(2011) position.
 DO5140
 DO5140;                    North         East     Units Scale Factor Converg.
 DO5140;SPC AR N     -   102,800.515   510,134.761   MT  0.99995246   +0 42 15.4
 DO5140;SPC AR N     -   337,271.36  1,673,667.13   sFT  0.99995246   +0 42 15.4
 DO5140;UTM  15      - 3,903,434.299   701,084.439   MT  1.00009834   +1 16 34.3
 DO5140
 DO5140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO5140!SPC AR N     -   0.99999198  x   0.99995246  =   0.99994445
 DO5140!UTM  15      -   0.99999198  x   1.00009834  =   1.00009032
 DO5140
 DO5140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV0108403434(NAD 83)
 DO5140
 DO5140                          SUPERSEDED SURVEY CONTROL
 DO5140
 DO5140.No superseded survey control is available for this station.
 DO5140
 DO5140_MARKER: F = FLANGE-ENCASED ROD
 DO5140_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DO5140_STAMPING: D 333 2011
 DO5140_MARK LOGO: ARHD
 DO5140_PROJECTION: FLUSH
 DO5140_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO5140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO5140_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO5140+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2016
 DO5140_ROD/PIPE-DEPTH: 15.7 meters
 DO5140_SLEEVE-DEPTH  : 0.6 meters
 DO5140
 DO5140  HISTORY     - Date     Condition        Report By
 DO5140  HISTORY     - 20110913 MONUMENTED       ARHD
 DO5140  HISTORY     - 20160913 GOOD             BAKER
 DO5140
 DO5140                          STATION DESCRIPTION
 DO5140
 DO5140'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (JDH)
 DO5140'THE STATION IS LOCATED ABOUT 5.7 MI (9.2 KM) WEST-NORTHWEST OF
 DO5140'WITTSBURG, 4.2 MI (6.8 KM) SOUTH-SOUTHWEST OF VANNDALE AND 2.1 MI (3.4
 DO5140'KM) NORTH OF WYNNE.  THE STATION IS LOCATED AT THE WEST SIDE OF WYNNE.
 DO5140'TO REACH FROM THE INTERSECTION OF HIGHWAY HIGHWAY 64 SPUR, 1 NORTH AND
 DO5140'HIGHWAY 64, GO EAST ON HIGHWAY 64 0.21 MI (0.3 KM) AND THE POINT IS ON
 DO5140'THE RIGHT.
 DO5140'
 DO5140'IT IS 125.7 FT (38.3 M) WEST OF PAVED DRIVE, 75 FT (22.9 M) SOUTH OF
 DO5140'THE CENTERLINE OF HIGHWAY 64, 64.2 FT (19.6 M) SOUTH EAST OF A POWER
 DO5140'POLE, 46.5 FT (14.2 M) WEST OF A WATER METER AND 21.7 FT (6.6 M) SOUTH
 DO5140'OF A TELEPHONE BOX.
 DO5140'
 DO5140'NOTE-ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH (13 CM) LOGO CAP.
 DO5140
 DO5140                          STATION RECOVERY (2016)
 DO5140
 DO5140'RECOVERY NOTE BY M BAKER JR INCORPORATED 2016 (MT)
 DO5140'THE STATION IS LOCATED ABOUT 5.7 MI (9.2 KM) WEST-NORTHWEST OF
 DO5140'WITTSBURG, 4.2 MI (6.8 KM) SOUTH-SOUTHWEST OF VANNDALE AND 2.1 MI (3.3
 DO5140'KM) NORTH OF WYNNE.
 DO5140'
 DO5140'TO REACH FROM THE INTERSECTION OF HIGHWAY 64 SPUR (HWY. 1 NORTH) AND
 DO5140'HIGHWAY 64 EAST, GO EAST ON HIGHWAY 64 0.30 KM (0.19 MI) TO THE
 DO5140'STATION ON THE RIGHT.
 DO5140'
 DO5140'THE STATION IS 53.4 M (175.2 FT) WEST OF A PAVED DRIVEWAY, 14.5 M
 DO5140'(47.6 FT) WEST-SOUTHWEST OF A WATER METER, 6.7 M (22.0 FT) SOUTHWEST
 DO5140'OF TELEPHONE PEDESTAL 1458, 22.9 M (75.1 FT) SOUTH OF THE CENTERLINE
 DO5140'OF HIGHWAY 64 AND 19.6 M (64.3 FT) SOUTHEAST OF A WOODEN POWER POLE
 DO5140'154540.  ACCESS THE THE DATUM IS THROUGH A 5 INCH (13 CM) LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DP6885 ***********************************************************************
 DP6885  DESIGNATION -  D 334
 DP6885  PID         -  DP6885
 DP6885  STATE/COUNTY-  AR/INDEPENDENCE
 DP6885  COUNTRY     -  US
 DP6885  USGS QUAD   -  JAMESTOWN (2017)
 DP6885
 DP6885                         *CURRENT SURVEY CONTROL
 DP6885  ______________________________________________________________________
 DP6885* NAD 83(1986) POSITION- 35 44 42.75   (N) 091 38 25.07   (W)   HD_HELD1
 DP6885* NAVD 88 ORTHO HEIGHT -    81.158 (meters)      266.27  (feet) ADJUSTED
 DP6885  ______________________________________________________________________
 DP6885  GEOID HEIGHT    -        -27.554 (meters)                     GEOID18
 DP6885  DYNAMIC HEIGHT  -         81.088 (meters)      266.04  (feet) COMP
 DP6885  MODELED GRAVITY -    979,770.7   (mgal)                       NAVD 88
 DP6885
 DP6885  VERT ORDER      -  SECOND    CLASS I
 DP6885
 DP6885.The horizontal coordinates were determined by differentially corrected
 DP6885.hand held GPS observations or other comparable positioning techniques
 DP6885.and have an estimated accuracy of +/- 3 meters.
 DP6885
 DP6885.The orthometric height was determined by differential leveling and
 DP6885.adjusted by the NATIONAL GEODETIC SURVEY
 DP6885.in October 2015.
 DP6885
 DP6885.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6885.GEOID18 height accuracy estimate available here.
 DP6885
 DP6885.Click photographs - Photos may exist for this station.
 DP6885
 DP6885.The dynamic height is computed by dividing the NAVD 88
 DP6885.geopotential number by the normal gravity value computed on the
 DP6885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6885.degrees latitude (g = 980.6199 gals.).
 DP6885
 DP6885.The modeled gravity was interpolated from observed gravity values.
 DP6885
 DP6885;                    North         East    Units  Estimated Accuracy
 DP6885;SPC AR N     -   156,695.6     432,534.1     MT  (+/- 3 meters HH1 GPS) 
 DP6885
 DP6885_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV2294356541(NAD 83)
 DP6885
 DP6885                          SUPERSEDED SURVEY CONTROL
 DP6885
 DP6885.No superseded survey control is available for this station.
 DP6885
 DP6885_MARKER: DB = BENCH MARK DISK
 DP6885_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP6885_SP_SET: BRIDGE ABUTMENT
 DP6885_STAMPING: D 334 2012
 DP6885_MARK LOGO: ARHD
 DP6885_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6885_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6885_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP6885+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2012
 DP6885
 DP6885  HISTORY     - Date     Condition        Report By
 DP6885  HISTORY     - 20120712 MONUMENTED       ARHD
 DP6885
 DP6885                          STATION DESCRIPTION
 DP6885
 DP6885'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (JDH)
 DP6885'THE STATION IS LOCATED ABOUT 7.9 KM (4.9 MI) NORTHEAST OF JAMESTOWN,
 DP6885'7.2 KM (4.5 MI) NORTHWEST OF SALADO AND 2.7 KM (1.7 MI) SOUTH OF
 DP6885'BATESVILLE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DP6885'
 DP6885'TO REACH FROM THE INTERSECTION OF HIGHWAY 69 SOUTH AND HIGHWAY 167.
 DP6885'GO SOUTH ALONG HIGHWAY 167 FOR 1.7 MI (2.7 KM) TO THE STATION ON THE
 DP6885'LEFT, IN THE SOUTHEAST CORNER OF WHITE RIVER RELIEF BRIDGE.
 DP6885'
 DP6885'IT IS 60.5 M (18.4 FT) NORTH OF SOUTH END OF EAST GUARDRAIL, 20 M (6.1
 DP6885'FT) WEST OF BARB WIRE FENCE AND 10.8 M (3.3 FT) EAST OF THE CENTERLINE
 DP6885'OF HIGHWAY 167.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO7939 ***********************************************************************
 DO7939  DESIGNATION -  D 335
 DO7939  PID         -  DO7939
 DO7939  STATE/COUNTY-  AR/GREENE
 DO7939  COUNTRY     -  US
 DO7939  USGS QUAD   -  WALCOTT (2017)
 DO7939
 DO7939                         *CURRENT SURVEY CONTROL
 DO7939  ______________________________________________________________________
 DO7939* NAD 83(1986) POSITION- 36 04 14.     (N) 090 38 55.     (W)   SCALED
 DO7939* NAVD 88 ORTHO HEIGHT -   116.165 (meters)      381.12  (feet) ADJUSTED
 DO7939  ______________________________________________________________________
 DO7939  GEOID HEIGHT    -        -28.154 (meters)                     GEOID18
 DO7939  DYNAMIC HEIGHT  -        116.068 (meters)      380.80  (feet) COMP
 DO7939  MODELED GRAVITY -    979,788.9   (mgal)                       NAVD 88
 DO7939
 DO7939  VERT ORDER      -  FIRST     CLASS II
 DO7939
 DO7939.The horizontal coordinates were scaled from a map and have
 DO7939.an estimated accuracy of +/- 6 seconds.
 DO7939
 DO7939.The orthometric height was determined by differential leveling and
 DO7939.adjusted by the NATIONAL GEODETIC SURVEY
 DO7939.in March 2014.
 DO7939
 DO7939.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7939.GEOID18 height accuracy estimate available here.
 DO7939
 DO7939.Click photographs - Photos may exist for this station.
 DO7939
 DO7939.The dynamic height is computed by dividing the NAVD 88
 DO7939.geopotential number by the normal gravity value computed on the
 DO7939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7939.degrees latitude (g = 980.6199 gals.).
 DO7939
 DO7939.The modeled gravity was interpolated from observed gravity values.
 DO7939
 DO7939;                    North         East    Units  Estimated Accuracy
 DO7939;SPC AR N     -   193,570.      521,730.      MT  (+/- 180 meters Scaled)
 DO7939
 DO7939_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV117943(NAD 83)
 DO7939
 DO7939                          SUPERSEDED SURVEY CONTROL
 DO7939
 DO7939.No superseded survey control is available for this station.
 DO7939
 DO7939_MARKER: F = FLANGE-ENCASED ROD
 DO7939_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DO7939_STAMPING: D 335 2012
 DO7939_MARK LOGO: ASSOEN
 DO7939_PROJECTION: RECESSED 3 CENTIMETERS
 DO7939_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO7939_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7939_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7939+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2012
 DO7939_ROD/PIPE-DEPTH: 3.40 meters
 DO7939_SLEEVE-DEPTH  : 1 meters
 DO7939
 DO7939  HISTORY     - Date     Condition        Report By
 DO7939  HISTORY     - 20121025 MONUMENTED       ASSOEN
 DO7939
 DO7939                          STATION DESCRIPTION
 DO7939
 DO7939'DESCRIBED BY ASSOCIATED ENGINEERING 2012 (MPM)
 DO7939'THE MARK IS LOCATED ABOUT 13.5 KM (8.4 MI) WEST OF PARAGOULD, 11.0 KM
 DO7939'(6.8 MI) NORTHEAST OF LORADO AND 3.6 KM (2.2 MI) NORTHEAST OF WALCOTT.
 DO7939'TO REACH FROM THE INTERSECTION OF HIGHWAY 412 WEST AND HIGHWAY 49Y
 DO7939'NORTH IN PARAGOULD, ARKANSAS, GO WEST ON HIGHWAY 412 FOR 8.00 MI (12.9
 DO7939'KM) TO THE MARK ON THE LEFT.
 DO7939'
 DO7939'IT IS 19.11 M (62.7 FT) WEST OF THE CENTERLINE OF HIGHWAY 168, 5.55 M
 DO7939'(18.2 FT) NORTH OF A POWER POLE, 1.37 M (4.5 FT) NORTHWEST OF A
 DO7939'TELEPHONE PEDESTAL, 0.91 M (3.0 FT) WEST OF A FENCE CORNER AND.50 M
 DO7939'NORTH OF A WITNESS POST.
 DO7939'
 DO7939'NOTE-ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH (13 CM) LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO8363 ***********************************************************************
 DO8363  DESIGNATION -  D 337
 DO8363  PID         -  DO8363
 DO8363  STATE/COUNTY-  AR/HEMPSTEAD
 DO8363  COUNTRY     -  US
 DO8363  USGS QUAD   -  FULTON (2017)
 DO8363
 DO8363                         *CURRENT SURVEY CONTROL
 DO8363  ______________________________________________________________________
 DO8363* NAD 83(1986) POSITION- 33 36 58.2    (N) 093 47 36.9    (W)   HD_HELD2
 DO8363* NAVD 88 ORTHO HEIGHT -    86.842 (meters)      284.91  (feet) ADJUSTED
 DO8363  ______________________________________________________________________
 DO8363  GEOID HEIGHT    -        -27.040 (meters)                     GEOID18
 DO8363  DYNAMIC HEIGHT  -         86.750 (meters)      284.61  (feet) COMP
 DO8363  MODELED GRAVITY -    979,587.4   (mgal)                       NAVD 88
 DO8363
 DO8363  VERT ORDER      -  SECOND    CLASS I
 DO8363
 DO8363.The horizontal coordinates were established by autonomous hand held GPS
 DO8363.observations and have an estimated accuracy of +/- 10 meters.
 DO8363
 DO8363.The orthometric height was determined by differential leveling and
 DO8363.adjusted by the NATIONAL GEODETIC SURVEY
 DO8363.in February 2014.
 DO8363
 DO8363.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8363.GEOID18 height accuracy estimate available here.
 DO8363
 DO8363.Click photographs - Photos may exist for this station.
 DO8363
 DO8363.The dynamic height is computed by dividing the NAVD 88
 DO8363.geopotential number by the normal gravity value computed on the
 DO8363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8363.degrees latitude (g = 980.6199 gals.).
 DO8363
 DO8363.The modeled gravity was interpolated from observed gravity values.
 DO8363
 DO8363;                    North         East    Units  Estimated Accuracy
 DO8363;SPC AR S     -   506,769.      233,576.      MT  (+/- 10 meters HH2 GPS)
 DO8363
 DO8363_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT2638519880(NAD 83)
 DO8363
 DO8363                          SUPERSEDED SURVEY CONTROL
 DO8363
 DO8363.No superseded survey control is available for this station.
 DO8363
 DO8363_MARKER: DD = SURVEY DISK
 DO8363_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DO8363_STAMPING: D 337 2013
 DO8363_MARK LOGO: ARHD
 DO8363_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO8363_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO8363
 DO8363  HISTORY     - Date     Condition        Report By
 DO8363  HISTORY     - 20130326 MONUMENTED       ARHD
 DO8363
 DO8363                          STATION DESCRIPTION
 DO8363
 DO8363'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (JDH)
 DO8363'THE STATION IS LOCATED ABOUT 9.1 KM (5.7 MI) NORTHEAST OF HOMAN, 6.4
 DO8363'KM (4.0 MI) SOUTH OF MCNAB AND 1.3 KM (0.8 MI) SOUTH-SOUTHWEST OF
 DO8363'FULTON.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DO8363'
 DO8363'TO REACH FROM THE INTERSECTION OF HIGHWAY 355 AND HIGHWAY 67, GO NORTH
 DO8363'ALONG HIGHWAY 67 FOR 1.0 MI (1.6 KM) TO THE STATION ON THE RIGHT,
 DO8363'UNDER THE WESTBOUND LANE OF I-30 OVERPASS.
 DO8363'
 DO8363'IT IS 25 M (82.0 FT) EAST OF THE WEST END OF THE GUARD RAIL, 8.4 M
 DO8363'(27.6 FT) SOUTH OF THE CENTERLINE OF HIGHWAY 67 AND 1.1 M (3.6 FT)
 DO8363'WEST OF THE WESTERN PILLAR OF THE I-30 OVERPASS.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO9603 ***********************************************************************
 DO9603  DESIGNATION -  D 338
 DO9603  PID         -  DO9603
 DO9603  STATE/COUNTY-  AR/OUACHITA
 DO9603  COUNTRY     -  US
 DO9603  USGS QUAD   -  CAMDEN SW (2017)
 DO9603
 DO9603                         *CURRENT SURVEY CONTROL
 DO9603  ______________________________________________________________________
 DO9603* NAD 83(1986) POSITION- 33 32 34.6    (N) 092 52 55.4    (W)   HD_HELD2
 DO9603* NAVD 88 ORTHO HEIGHT -    48.614 (meters)      159.49  (feet) ADJUSTED
 DO9603  ______________________________________________________________________
 DO9603  GEOID HEIGHT    -        -26.315 (meters)                     GEOID18
 DO9603  DYNAMIC HEIGHT  -         48.563 (meters)      159.33  (feet) COMP
 DO9603  MODELED GRAVITY -    979,596.4   (mgal)                       NAVD 88
 DO9603
 DO9603  VERT ORDER      -  FIRST     CLASS II
 DO9603
 DO9603.The horizontal coordinates were established by autonomous hand held GPS
 DO9603.observations and have an estimated accuracy of +/- 10 meters.
 DO9603
 DO9603.The orthometric height was determined by differential leveling and
 DO9603.adjusted by the NATIONAL GEODETIC SURVEY
 DO9603.in March 2014.
 DO9603
 DO9603.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9603.GEOID18 height accuracy estimate available here.
 DO9603
 DO9603.Click photographs - Photos may exist for this station.
 DO9603
 DO9603.The dynamic height is computed by dividing the NAVD 88
 DO9603.geopotential number by the normal gravity value computed on the
 DO9603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9603.degrees latitude (g = 980.6199 gals.).
 DO9603
 DO9603.The modeled gravity was interpolated from observed gravity values.
 DO9603
 DO9603;                    North         East    Units  Estimated Accuracy
 DO9603;SPC AR S     -   497,543.      318,082.      MT  (+/- 10 meters HH2 GPS)
 DO9603
 DO9603_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT1094911486(NAD 83)
 DO9603
 DO9603                          SUPERSEDED SURVEY CONTROL
 DO9603
 DO9603.No superseded survey control is available for this station.
 DO9603
 DO9603_MARKER: DB = BENCH MARK DISK
 DO9603_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DO9603_SP_SET: LOADING RAMP
 DO9603_STAMPING: D 338 2013
 DO9603_MARK LOGO: ARHD
 DO9603_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO9603_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO9603_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9603+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2013
 DO9603
 DO9603  HISTORY     - Date     Condition        Report By
 DO9603  HISTORY     - 20130513 MONUMENTED       ARHD
 DO9603
 DO9603                          STATION DESCRIPTION
 DO9603
 DO9603'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (JDH)
 DO9603'THE STATION IS LOCATED ABOUT 15.0 KM (9.3 MI) WEST-SOUTHWEST OF EAST
 DO9603'CAMDEN, 9.2 KM (5.7 MI) NORTHEAST OF BUENA VISTA AND 6.4 KM (4.0 MI)
 DO9603'SOUTHWEST OF CAMDEN.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DO9603'
 DO9603'TO REACH FROM THE INTERSECTION OF HIGHWAY 79 AND HIGHWAY 278, GO SOUTH
 DO9603'ON HIGHWAY 79 FOR 3.2 MI (5.1 KM) THEN GO SOUTH FOR 0.1 TO THE BACK OF
 DO9603'THE DISTRICT YARD TO THE STATION ON THE RIGHT IN THE CENTER OF A
 DO9603'CONCRETE LOADING RAMP.
 DO9603'
 DO9603'IT IS 113 FT (34.4 M) EAST OF THE SOUTHEAST CORNER OF GAS STATION BAY,
 DO9603'100 FT (30.5 M) WEST OF A CHAIN LINK FENCE AND 4 FT (1.2 M) NORTH OF
 DO9603'THE SOUTH EDGE OF A CONCRETE LOADING RAMP.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0049 ***********************************************************************
 FG0049  DESIGNATION -  D 34
 FG0049  PID         -  FG0049
 FG0049  STATE/COUNTY-  AR/VAN BUREN
 FG0049  COUNTRY     -  US
 FG0049  USGS QUAD   -  CLINTON (2017)
 FG0049
 FG0049                         *CURRENT SURVEY CONTROL
 FG0049  ______________________________________________________________________
 FG0049* NAD 83(1986) POSITION- 35 37 02.     (N) 092 23 39.     (W)   SCALED
 FG0049* NAVD 88 ORTHO HEIGHT -   189.436 (meters)      621.51  (feet) ADJUSTED
 FG0049  ______________________________________________________________________
 FG0049  GEOID HEIGHT    -        -27.843 (meters)                     GEOID18
 FG0049  DYNAMIC HEIGHT  -        189.264 (meters)      620.94  (feet) COMP
 FG0049  MODELED GRAVITY -    979,722.7   (mgal)                       NAVD 88
 FG0049
 FG0049  VERT ORDER      -  SECOND    CLASS 0
 FG0049
 FG0049.The horizontal coordinates were scaled from a map and have
 FG0049.an estimated accuracy of +/- 6 seconds.
 FG0049
 FG0049.The orthometric height was determined by differential leveling and
 FG0049.adjusted by the NATIONAL GEODETIC SURVEY
 FG0049.in June 1991.
 FG0049
 FG0049.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0049.GEOID18 height accuracy estimate available here.
 FG0049
 FG0049.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV548416(NAD 83)
 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
 FG0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0049.See file dsdata.pdf to determine how the superseded data were derived.
 FG0049
 FG0049_MARKER: DD = SURVEY DISK
 FG0049_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0049_STAMPING: D 34 1934
 FG0049_MARK LOGO: CGS+SS
 FG0049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0049
 FG0049  HISTORY     - Date     Condition        Report By
 FG0049  HISTORY     - 1934     MONUMENTED       ARGS
 FG0049  HISTORY     - 1941     GOOD             CGS
 FG0049  HISTORY     - 20150826 MARK NOT FOUND   ARHD
 FG0049
 FG0049                          STATION DESCRIPTION
 FG0049
 FG0049'DESCRIBED BY ARKANSAS 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 COAST AND GEODETIC SURVEY 1941
 FG0049'RECOVERED IN GOOD CONDITION.
 FG0049
 FG0049                          STATION RECOVERY (2015)
 FG0049
 FG0049'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 FG0049'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DP5080 ***********************************************************************
 DP5080  DESIGNATION -  D 340
 DP5080  PID         -  DP5080
 DP5080  STATE/COUNTY-  AR/SALINE
 DP5080  COUNTRY     -  US
 DP5080  USGS QUAD   -  HASKELL (2017)
 DP5080
 DP5080                         *CURRENT SURVEY CONTROL
 DP5080  ______________________________________________________________________
 DP5080* NAD 83(1986) POSITION- 34 32 12.5    (N) 092 38 33.6    (W)   HD_HELD2
 DP5080* NAVD 88 ORTHO HEIGHT -   104.647 (meters)      343.33  (feet) ADJUSTED
 DP5080  ______________________________________________________________________
 DP5080  GEOID HEIGHT    -        -26.431 (meters)                     GEOID18
 DP5080  DYNAMIC HEIGHT  -        104.549 (meters)      343.01  (feet) COMP
 DP5080  MODELED GRAVITY -    979,697.6   (mgal)                       NAVD 88
 DP5080
 DP5080  VERT ORDER      -  SECOND    CLASS I
 DP5080
 DP5080.The horizontal coordinates were established by autonomous hand held GPS
 DP5080.observations and have an estimated accuracy of +/- 10 meters.
 DP5080
 DP5080.The orthometric height was determined by differential leveling and
 DP5080.adjusted by the NATIONAL GEODETIC SURVEY
 DP5080.in December 2014.
 DP5080
 DP5080.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5080.GEOID18 height accuracy estimate available here.
 DP5080
 DP5080.Click photographs - Photos may exist for this station.
 DP5080
 DP5080.The dynamic height is computed by dividing the NAVD 88
 DP5080.geopotential number by the normal gravity value computed on the
 DP5080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5080.degrees latitude (g = 980.6199 gals.).
 DP5080
 DP5080.The modeled gravity was interpolated from observed gravity values.
 DP5080
 DP5080;                    North         East    Units  Estimated Accuracy
 DP5080;SPC AR S     -   607,610.      341,006.      MT  (+/- 10 meters HH2 GPS)
 DP5080
 DP5080_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU3279021736(NAD 83)
 DP5080
 DP5080                          SUPERSEDED SURVEY CONTROL
 DP5080
 DP5080.No superseded survey control is available for this station.
 DP5080
 DP5080_MARKER: DB = BENCH MARK DISK
 DP5080_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DP5080_SP_SET: HEADWALL
 DP5080_STAMPING: D 340 2014
 DP5080_MARK LOGO: ARHD
 DP5080_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP5080+STABILITY: SURFACE MOTION
 DP5080_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP5080+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2014
 DP5080
 DP5080  HISTORY     - Date     Condition        Report By
 DP5080  HISTORY     - 20140701 MONUMENTED       ARHD
 DP5080
 DP5080                          STATION DESCRIPTION
 DP5080
 DP5080'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (JDH)
 DP5080'THE STATION IS LOCATED ABOUT 6.1 MI (9.8 KM) NORTH OF TRASKWOOD, 3.7
 DP5080'MI (6.0 KM) WEST-SOUTHWEST OF BENTON AND 2.5 MI (4.0 KM) NORTH OF
 DP5080'HASKELL.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DP5080'
 DP5080'TO REACH FROM THE INTERSECTION OF I-30 AND HIGHWAY 67, GO SOUTH ON
 DP5080'HIGHWAY 67 FOR 0.95 MI (1.5 KM) TO THE STATION ON THE RIGHT IN THE
 DP5080'WEST SIDE OF THE NORTH END OF A HEADWALL.
 DP5080'
 DP5080'IT IS 70 FT (21.3 M) SOUTH OF A GRAVEL DRIVE, 51 FT (15.5 M) SOUTH OF
 DP5080'18 INCH (46 CM) CORRUGATED METAL PIPE AND 46 FT (14.0 M) EAST WEST
 DP5080'HIGHWAY 67 CENTERLINE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DP6896 ***********************************************************************
 DP6896  DESIGNATION -  D 341
 DP6896  PID         -  DP6896
 DP6896  STATE/COUNTY-  AR/WHITE
 DP6896  COUNTRY     -  US
 DP6896  USGS QUAD   -  BALD KNOB (2017)
 DP6896
 DP6896                         *CURRENT SURVEY CONTROL
 DP6896  ______________________________________________________________________
 DP6896* NAD 83(1986) POSITION- 35 19 30.1    (N) 091 32 44.7    (W)   HD_HELD2
 DP6896* NAVD 88 ORTHO HEIGHT -    67.137 (meters)      220.27  (feet) ADJUSTED
 DP6896  ______________________________________________________________________
 DP6896  GEOID HEIGHT    -        -27.315 (meters)                     GEOID18
 DP6896  DYNAMIC HEIGHT  -         67.078 (meters)      220.07  (feet) COMP
 DP6896  MODELED GRAVITY -    979,746.5   (mgal)                       NAVD 88
 DP6896
 DP6896  VERT ORDER      -  SECOND    CLASS I
 DP6896
 DP6896.The horizontal coordinates were established by autonomous hand held GPS
 DP6896.observations and have an estimated accuracy of +/- 10 meters.
 DP6896
 DP6896.The orthometric height was determined by differential leveling and
 DP6896.adjusted by the NATIONAL GEODETIC SURVEY
 DP6896.in October 2015.
 DP6896
 DP6896.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6896.GEOID18 height accuracy estimate available here.
 DP6896
 DP6896.Click photographs - Photos may exist for this station.
 DP6896
 DP6896.The dynamic height is computed by dividing the NAVD 88
 DP6896.geopotential number by the normal gravity value computed on the
 DP6896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6896.degrees latitude (g = 980.6199 gals.).
 DP6896
 DP6896.The modeled gravity was interpolated from observed gravity values.
 DP6896
 DP6896;                    North         East    Units  Estimated Accuracy
 DP6896;SPC AR N     -   110,115.      441,301.      MT  (+/- 10 meters HH2 GPS)
 DP6896
 DP6896_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV3218010058(NAD 83)
 DP6896
 DP6896                          SUPERSEDED SURVEY CONTROL
 DP6896
 DP6896.No superseded survey control is available for this station.
 DP6896
 DP6896_MARKER: DB = BENCH MARK DISK
 DP6896_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DP6896_SP_SET: HEADWALL
 DP6896_STAMPING: D 341 2014
 DP6896_MARK LOGO: ARHD
 DP6896_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP6896+STABILITY: SURFACE MOTION
 DP6896_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6896+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2014
 DP6896
 DP6896  HISTORY     - Date     Condition        Report By
 DP6896  HISTORY     - 20140903 MONUMENTED       ARHD
 DP6896
 DP6896                          STATION DESCRIPTION
 DP6896
 DP6896'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (JDH)
 DP6896'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) NORTHEAST OF JUDSONIA,
 DP6896'6.3 MI (10.1 KM) SOUTH-SOUTHEAST OF VELVET RIDGE AND 1.6 MI (2.6 KM)
 DP6896'NORTHEAST OF BALD KNOB.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DP6896'
 DP6896'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 367 AND STATE HIGHWAY
 DP6896'258, GO EAST ON HIGHWAY 258 FOR 0.2 MI (0.3 KM) TO THE STATION ON THE
 DP6896'RIGHT, IN THE SOUTH HEADWALL ON THE WEST END.
 DP6896'
 DP6896'IT IS 57 FT (17.4 M) NORTH OF A COMBINATION POLE AND 19 FT (5.8 M)
 DP6896'SOUTH OF HIGHWAY 258 CENTERLINE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DP6920 ***********************************************************************
 DP6920  DESIGNATION -  D 342
 DP6920  PID         -  DP6920
 DP6920  STATE/COUNTY-  AR/INDEPENDENCE
 DP6920  COUNTRY     -  US
 DP6920  USGS QUAD   -  SALADO (2017)
 DP6920
 DP6920                         *CURRENT SURVEY CONTROL
 DP6920  ______________________________________________________________________
 DP6920* NAD 83(1986) POSITION- 35 39 06.92   (N) 091 36 15.67   (W)   HD_HELD1
 DP6920* NAVD 88 ORTHO HEIGHT -   106.009 (meters)      347.80  (feet) ADJUSTED
 DP6920  ______________________________________________________________________
 DP6920  GEOID HEIGHT    -        -27.409 (meters)                     GEOID18
 DP6920  DYNAMIC HEIGHT  -        105.916 (meters)      347.49  (feet) COMP
 DP6920  MODELED GRAVITY -    979,761.2   (mgal)                       NAVD 88
 DP6920
 DP6920  VERT ORDER      -  SECOND    CLASS I
 DP6920
 DP6920.The horizontal coordinates were determined by differentially corrected
 DP6920.hand held GPS observations or other comparable positioning techniques
 DP6920.and have an estimated accuracy of +/- 3 meters.
 DP6920
 DP6920.The orthometric height was determined by differential leveling and
 DP6920.adjusted by the NATIONAL GEODETIC SURVEY
 DP6920.in October 2015.
 DP6920
 DP6920.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6920.GEOID18 height accuracy estimate available here.
 DP6920
 DP6920.Click photographs - Photos may exist for this station.
 DP6920
 DP6920.The dynamic height is computed by dividing the NAVD 88
 DP6920.geopotential number by the normal gravity value computed on the
 DP6920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6920.degrees latitude (g = 980.6199 gals.).
 DP6920
 DP6920.The modeled gravity was interpolated from observed gravity values.
 DP6920
 DP6920;                    North         East    Units  Estimated Accuracy
 DP6920;SPC AR N     -   146,358.4     435,826.7     MT  (+/- 3 meters HH1 GPS) 
 DP6920
 DP6920_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV2634046239(NAD 83)
 DP6920
 DP6920                          SUPERSEDED SURVEY CONTROL
 DP6920
 DP6920.No superseded survey control is available for this station.
 DP6920
 DP6920_MARKER: DB = BENCH MARK DISK
 DP6920_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DP6920_SP_SET: HEADWALL
 DP6920_STAMPING: D 342 2014
 DP6920_MARK LOGO: ARHD
 DP6920_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP6920+STABILITY: SURFACE MOTION
 DP6920_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6920+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2018
 DP6920
 DP6920  HISTORY     - Date     Condition        Report By
 DP6920  HISTORY     - 20141029 MONUMENTED       ARHD
 DP6920  HISTORY     - 20180517 GOOD             ARHD
 DP6920
 DP6920                          STATION DESCRIPTION
 DP6920
 DP6920'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (JDH)
 DP6920'THE STATION IS LOCATED ABOUT 6.4 MI (10.3 KM) EAST-SOUTHEAST OF
 DP6920'JAMESTOWN, 2.7 MI (4.3 KM) SOUTH OF SALADO AND 2.0 MI (3.2 KM) NORTH
 DP6920'OF HUFF.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DP6920'
 DP6920'TO REACH FROM THE INTERSECTION OF US HIGHWAY 167 AND STATE HIGHWAY
 DP6920'157, GO NORTH ON HIGHWAY 167 FOR 6.9 MI (11.1 KM) TO THE STATION ON
 DP6920'THE RIGHT, IN THE CENTER OF THE EAST HEADWALL.
 DP6920'
 DP6920'IT IS 175 FT (53.3 M) SOUTH OF THE CENTER OF A PAVED DRIVE AND 68 FT
 DP6920'(20.7 M) EAST OF HIGHWAY 167 CENTERLINE.
 DP6920
 DP6920                          STATION RECOVERY (2018)
 DP6920
 DP6920'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (JDH)
 DP6920'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ4457 ***********************************************************************
 DQ4457  DESIGNATION -  D 343
 DQ4457  PID         -  DQ4457
 DQ4457  STATE/COUNTY-  AR/JEFFERSON
 DQ4457  COUNTRY     -  US
 DQ4457  USGS QUAD   -  LADD (2017)
 DQ4457
 DQ4457                         *CURRENT SURVEY CONTROL
 DQ4457  ______________________________________________________________________
 DQ4457* NAD 83(1986) POSITION- 34 13 45.3    (N) 091 53 53.7    (W)   HD_HELD2
 DQ4457* NAVD 88 ORTHO HEIGHT -    64.149 (meters)      210.46  (feet) ADJUSTED
 DQ4457  ______________________________________________________________________
 DQ4457  GEOID HEIGHT    -        -26.011 (meters)                     GEOID18
 DQ4457  DYNAMIC HEIGHT  -         64.087 (meters)      210.26  (feet) COMP
 DQ4457  MODELED GRAVITY -    979,665.6   (mgal)                       NAVD 88
 DQ4457
 DQ4457  VERT ORDER      -  FIRST     CLASS II
 DQ4457
 DQ4457.The horizontal coordinates were established by autonomous hand held GPS
 DQ4457.observations and have an estimated accuracy of +/- 10 meters.
 DQ4457
 DQ4457.The orthometric height was determined by differential leveling and
 DQ4457.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4457.in February 2017.
 DQ4457
 DQ4457.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4457.GEOID18 height accuracy estimate available here.
 DQ4457
 DQ4457.Click photographs - Photos may exist for this station.
 DQ4457
 DQ4457.The dynamic height is computed by dividing the NAVD 88
 DQ4457.geopotential number by the normal gravity value computed on the
 DQ4457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4457.degrees latitude (g = 980.6199 gals.).
 DQ4457
 DQ4457.The modeled gravity was interpolated from observed gravity values.
 DQ4457
 DQ4457;                    North         East    Units  Estimated Accuracy
 DQ4457;SPC AR S     -   573,315.      409,374.      MT  (+/- 10 meters HH2 GPS)
 DQ4457
 DQ4457_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT0147288124(NAD 83)
 DQ4457
 DQ4457                          SUPERSEDED SURVEY CONTROL
 DQ4457
 DQ4457.No superseded survey control is available for this station.
 DQ4457
 DQ4457_MARKER: X = CHISELED CROSS
 DQ4457_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DQ4457_SP_SET: WATER WELL RIM
 DQ4457_STAMPING: D 343 2015
 DQ4457_MARK LOGO: ARHD
 DQ4457_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ4457_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ4457_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ4457+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2015
 DQ4457
 DQ4457  HISTORY     - Date     Condition        Report By
 DQ4457  HISTORY     - 20150624 MONUMENTED       ARHD
 DQ4457
 DQ4457                          STATION DESCRIPTION
 DQ4457
 DQ4457'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 DQ4457'THE STATION IS LOCATED ABOUT 6.1 MI (9.8 KM) NORTH OF LADD, 6.0 MI
 DQ4457'(9.7 KM) EAST OF PINE BLUFF AND 3.6 MI (5.8 KM) SOUTH OF ROB ROY.
 DQ4457'OWNERSHIP--EVERGREEN PAPER MILL.
 DQ4457'
 DQ4457'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65, US HIGHWAY, 425 AND
 DQ4457'STATE HIGHWAY 81, GO EAST ON HIGHWAY 65 FOR 1.5 MI (2.4 KM) TO CITY
 DQ4457'STREET CELIA ROAD.  TURN LEFT ON CELIA ROAD AND GO FOR 2.5 MI (4.0 KM)
 DQ4457'TO THE STATION ON THE LEFT, A STAMPED CROSS IN THE NORTH EDGE OF A 4
 DQ4457'FT (1.2 M) DIAMETER WATER VALVE.
 DQ4457'
 DQ4457'IT IS 17 FT (5.2 M) SOUTH OF CELIA ROAD CENTERLINE AND 11 FT (3.4 M)
 DQ4457'NORTH OF A FENCE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ3504 ***********************************************************************
 DQ3504  DESIGNATION -  D 344
 DQ3504  PID         -  DQ3504
 DQ3504  STATE/COUNTY-  AR/VAN BUREN
 DQ3504  COUNTRY     -  US
 DQ3504  USGS QUAD   -  CLINTON (2017)
 DQ3504
 DQ3504                         *CURRENT SURVEY CONTROL
 DQ3504  ______________________________________________________________________
 DQ3504* NAD 83(1986) POSITION- 35 30 11.1    (N) 092 25 27.5    (W)   HD_HELD2
 DQ3504* NAVD 88 ORTHO HEIGHT -   242.779 (meters)      796.52  (feet) ADJUSTED
 DQ3504  ______________________________________________________________________
 DQ3504  GEOID HEIGHT    -        -27.933 (meters)                     GEOID18
 DQ3504  DYNAMIC HEIGHT  -        242.553 (meters)      795.78  (feet) COMP
 DQ3504  MODELED GRAVITY -    979,698.4   (mgal)                       NAVD 88
 DQ3504
 DQ3504  VERT ORDER      -  SECOND    CLASS I
 DQ3504
 DQ3504.The horizontal coordinates were established by autonomous hand held GPS
 DQ3504.observations and have an estimated accuracy of +/- 10 meters.
 DQ3504
 DQ3504.The orthometric height was determined by differential leveling and
 DQ3504.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3504.in January 2017.
 DQ3504
 DQ3504.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3504.GEOID18 height accuracy estimate available here.
 DQ3504
 DQ3504.Click photographs - Photos may exist for this station.
 DQ3504
 DQ3504.The dynamic height is computed by dividing the NAVD 88
 DQ3504.geopotential number by the normal gravity value computed on the
 DQ3504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3504.degrees latitude (g = 980.6199 gals.).
 DQ3504
 DQ3504.The modeled gravity was interpolated from observed gravity values.
 DQ3504
 DQ3504;                    North         East    Units  Estimated Accuracy
 DQ3504;SPC AR N     -   129,857.      361,507.      MT  (+/- 10 meters HH2 GPS)
 DQ3504
 DQ3504_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV5220928987(NAD 83)
 DQ3504
 DQ3504                          SUPERSEDED SURVEY CONTROL
 DQ3504
 DQ3504.No superseded survey control is available for this station.
 DQ3504
 DQ3504_MARKER: DB = BENCH MARK DISK
 DQ3504_SETTING: 66 = SET IN ROCK OUTCROP
 DQ3504_STAMPING: D 344 2015
 DQ3504_MARK LOGO: ARHD
 DQ3504_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ3504_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DQ3504+STABILITY: POSITION/ELEVATION WELL
 DQ3504
 DQ3504  HISTORY     - Date     Condition        Report By
 DQ3504  HISTORY     - 20150908 MONUMENTED       ARHD
 DQ3504
 DQ3504                          STATION DESCRIPTION
 DQ3504
 DQ3504'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 DQ3504'THE STATION IS LOCATED ABOUT 5.6 MI (9.0 KM) EAST-NORTHEAST OF
 DQ3504'FORMOSA, 5.2 MI (8.4 KM) WEST-NORTHWEST OF MORGANTON AND 4.0 MI (6.4
 DQ3504'KM) NORTH-NORTHWEST OF BEE BRANCH.  OWNERSHIP--DANIEL LITTELL.
 DQ3504'
 DQ3504'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 92,
 DQ3504'GO NORTH ON HIGHWAY 65 FOR 4.25 MI (6.84 KM) TURN RIGHT AT THE OLD
 DQ3504'ROCK QUARRY AND GO EAST FOR 0.1 MI (0.2 KM) TO THE STATION ON THE
 DQ3504'RIGHT, IN A 9X12' ROCK OUTCROP.
 DQ3504'
 DQ3504'IT IS 46 FT (14.0 M) EAST OF THE WOOD LINE, 23 FT (7.0 M) SOUTHWEST OF
 DQ3504'A WITNESS POST AND 31 FT (9.4 M) NORTH OF THE NORTH EDGE OF THE OLD
 DQ3504'ROCK QUARRY THAT'S FULL OF WATER.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ3538 ***********************************************************************
 DQ3538  DESIGNATION -  D 345
 DQ3538  PID         -  DQ3538
 DQ3538  STATE/COUNTY-  AR/VAN BUREN
 DQ3538  COUNTRY     -  US
 DQ3538  USGS QUAD   -  BOTKINBURG (2017)
 DQ3538
 DQ3538                         *CURRENT SURVEY CONTROL
 DQ3538  ______________________________________________________________________
 DQ3538* NAD 83(1986) POSITION- 35 42 51.5    (N) 092 31 05.0    (W)   HD_HELD2
 DQ3538* NAVD 88 ORTHO HEIGHT -   432.089 (meters)     1417.61  (feet) ADJUSTED
 DQ3538  ______________________________________________________________________
 DQ3538  GEOID HEIGHT    -        -27.872 (meters)                     GEOID18
 DQ3538  DYNAMIC HEIGHT  -        431.683 (meters)     1416.28  (feet) COMP
 DQ3538  MODELED GRAVITY -    979,680.4   (mgal)                       NAVD 88
 DQ3538
 DQ3538  VERT ORDER      -  SECOND    CLASS I
 DQ3538
 DQ3538.The horizontal coordinates were established by autonomous hand held GPS
 DQ3538.observations and have an estimated accuracy of +/- 10 meters.
 DQ3538
 DQ3538.The orthometric height was determined by differential leveling and
 DQ3538.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3538.in January 2017.
 DQ3538
 DQ3538.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3538.GEOID18 height accuracy estimate available here.
 DQ3538
 DQ3538.Click photographs - Photos may exist for this station.
 DQ3538
 DQ3538.The dynamic height is computed by dividing the NAVD 88
 DQ3538.geopotential number by the normal gravity value computed on the
 DQ3538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3538.degrees latitude (g = 980.6199 gals.).
 DQ3538
 DQ3538.The modeled gravity was interpolated from observed gravity values.
 DQ3538
 DQ3538;                    North         East    Units  Estimated Accuracy
 DQ3538;SPC AR N     -   153,331.      353,125.      MT  (+/- 10 meters HH2 GPS)
 DQ3538
 DQ3538_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV4359252368(NAD 83)
 DQ3538
 DQ3538                          SUPERSEDED SURVEY CONTROL
 DQ3538
 DQ3538.No superseded survey control is available for this station.
 DQ3538
 DQ3538_MARKER: DB = BENCH MARK DISK
 DQ3538_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ3538_SP_SET: HEADWALL
 DQ3538_STAMPING: D 345 2015
 DQ3538_MARK LOGO: ARHD
 DQ3538_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3538+STABILITY: SURFACE MOTION
 DQ3538_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ3538+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2015
 DQ3538
 DQ3538  HISTORY     - Date     Condition        Report By
 DQ3538  HISTORY     - 20151104 MONUMENTED       ARHD
 DQ3538
 DQ3538                          STATION DESCRIPTION
 DQ3538
 DQ3538'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 DQ3538'THE STATION IS LOCATED ABOUT 8.3 MI (13.4 KM) SOUTH-SOUTHEAST OF
 DQ3538'LESLIE, 6.0 MI (9.7 KM) WEST OF OLD LEXINGTON AND 1.1 MI (1.8 KM)
 DQ3538'NORTH OF BOTKINBURG.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ3538'
 DQ3538'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 110,
 DQ3538'GO NORTH HIGHWAY 65 FOR 1.3 MI (2.1 KM) TO THE STATION ON THE RIGHT,
 DQ3538'IN THE CENTER OF THE WEST HEADWALL OF THE ABANDONED HIGHWAY 65.
 DQ3538'
 DQ3538'IT IS 170 FT (51.8 M) NORTH OF A 4X4 INCH (10 CM) R/W MARKER, 159 FT
 DQ3538'(48.5 M) EAST OF HIGHWAY 65 CENTERLINE AND 18 FT (5.5 M) WEST OF THE
 DQ3538'OLD HIGHWAY 65 CENTERLINE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ3563 ***********************************************************************
 DQ3563  DESIGNATION -  D 346
 DQ3563  PID         -  DQ3563
 DQ3563  STATE/COUNTY-  AR/SEARCY
 DQ3563  COUNTRY     -  US
 DQ3563  USGS QUAD   -  MARSHALL (2017)
 DQ3563
 DQ3563                         *CURRENT SURVEY CONTROL
 DQ3563  ______________________________________________________________________
 DQ3563* NAD 83(1986) POSITION- 35 54 16.3    (N) 092 37 30.9    (W)   HD_HELD2
 DQ3563* NAVD 88 ORTHO HEIGHT -   336.466 (meters)     1103.89  (feet) ADJUSTED
 DQ3563  ______________________________________________________________________
 DQ3563  GEOID HEIGHT    -        -28.095 (meters)                     GEOID18
 DQ3563  DYNAMIC HEIGHT  -        336.157 (meters)     1102.88  (feet) COMP
 DQ3563  MODELED GRAVITY -    979,705.4   (mgal)                       NAVD 88
 DQ3563
 DQ3563  VERT ORDER      -  SECOND    CLASS I
 DQ3563
 DQ3563.The horizontal coordinates were established by autonomous hand held GPS
 DQ3563.observations and have an estimated accuracy of +/- 10 meters.
 DQ3563
 DQ3563.The orthometric height was determined by differential leveling and
 DQ3563.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3563.in January 2017.
 DQ3563
 DQ3563.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3563.GEOID18 height accuracy estimate available here.
 DQ3563
 DQ3563.Click photographs - Photos may exist for this station.
 DQ3563
 DQ3563.The dynamic height is computed by dividing the NAVD 88
 DQ3563.geopotential number by the normal gravity value computed on the
 DQ3563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3563.degrees latitude (g = 980.6199 gals.).
 DQ3563
 DQ3563.The modeled gravity was interpolated from observed gravity values.
 DQ3563
 DQ3563;                    North         East    Units  Estimated Accuracy
 DQ3563;SPC AR N     -   174,492.      343,560.      MT  (+/- 10 meters HH2 GPS)
 DQ3563
 DQ3563_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV3381673424(NAD 83)
 DQ3563
 DQ3563                          SUPERSEDED SURVEY CONTROL
 DQ3563
 DQ3563.No superseded survey control is available for this station.
 DQ3563
 DQ3563_MARKER: DB = BENCH MARK DISK
 DQ3563_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ3563_SP_SET: HEADWALL
 DQ3563_STAMPING: D 346 2016
 DQ3563_MARK LOGO: ARHD
 DQ3563_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3563+STABILITY: SURFACE MOTION
 DQ3563_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3563+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2016
 DQ3563
 DQ3563  HISTORY     - Date     Condition        Report By
 DQ3563  HISTORY     - 20160114 MONUMENTED       ARHD
 DQ3563
 DQ3563                          STATION DESCRIPTION
 DQ3563
 DQ3563'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 DQ3563'THE STATION IS LOCATED ABOUT 6.4 MI (10.3 KM) NORTHWEST OF LESLIE, 5.1
 DQ3563'MI (8.2 KM) EAST-NORTHEAST OF CANAAN AND IN THE TOWN OF MARSHALL, AR.
 DQ3563'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ3563'
 DQ3563'TO REACH FROM THE INTERSECTION OF TO REACH FROM THE INTERSECTION OF US
 DQ3563'HIGHWAY 65 AND STATE HIGHWAY 14/27 NORTH, GO SOUTH ON HIGHWAY 65 FOR
 DQ3563'0.2 MI (0.3 KM) TO THE STATION ON THE LEFT, IN THE CENTER OF THE EAST
 DQ3563'HEADWALL.
 DQ3563'
 DQ3563'IT IS 89 FT (27.1 M) SOUTH OF THE CENTER OF AN ASPHALT DRIVE, 45 FT
 DQ3563'(13.7 M) EAST OF HIGHWAY 65 CENTERLINE AND 41 FT (12.5 M) NORTHWEST OF
 DQ3563'A 24 INCH (61 CM) OAK.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ3593 ***********************************************************************
 DQ3593  DESIGNATION -  D 347
 DQ3593  PID         -  DQ3593
 DQ3593  STATE/COUNTY-  AR/SEARCY
 DQ3593  COUNTRY     -  US
 DQ3593  USGS QUAD   -  MARSHALL (2017)
 DQ3593
 DQ3593                         *CURRENT SURVEY CONTROL
 DQ3593  ______________________________________________________________________
 DQ3593* NAD 83(1986) POSITION- 35 58 26.9    (N) 092 44 40.5    (W)   HD_HELD2
 DQ3593* NAVD 88 ORTHO HEIGHT -   263.332 (meters)      863.95  (feet) ADJUSTED
 DQ3593  ______________________________________________________________________
 DQ3593  GEOID HEIGHT    -        -28.291 (meters)                     GEOID18
 DQ3593  DYNAMIC HEIGHT  -        263.096 (meters)      863.17  (feet) COMP
 DQ3593  MODELED GRAVITY -    979,728.5   (mgal)                       NAVD 88
 DQ3593
 DQ3593  VERT ORDER      -  SECOND    CLASS I
 DQ3593
 DQ3593.The horizontal coordinates were established by autonomous hand held GPS
 DQ3593.observations and have an estimated accuracy of +/- 10 meters.
 DQ3593
 DQ3593.The orthometric height was determined by differential leveling and
 DQ3593.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3593.in January 2017.
 DQ3593
 DQ3593.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3593.GEOID18 height accuracy estimate available here.
 DQ3593
 DQ3593.Click photographs - Photos may exist for this station.
 DQ3593
 DQ3593.The dynamic height is computed by dividing the NAVD 88
 DQ3593.geopotential number by the normal gravity value computed on the
 DQ3593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3593.degrees latitude (g = 980.6199 gals.).
 DQ3593
 DQ3593.The modeled gravity was interpolated from observed gravity values.
 DQ3593
 DQ3593;                    North         East    Units  Estimated Accuracy
 DQ3593;SPC AR N     -   182,290.      332,847.      MT  (+/- 10 meters HH2 GPS)
 DQ3593
 DQ3593_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV2302781110(NAD 83)
 DQ3593
 DQ3593                          SUPERSEDED SURVEY CONTROL
 DQ3593
 DQ3593.No superseded survey control is available for this station.
 DQ3593
 DQ3593_MARKER: DB = BENCH MARK DISK
 DQ3593_SETTING: 66 = SET IN ROCK OUTCROP
 DQ3593_STAMPING: D 347 2016
 DQ3593_MARK LOGO: ARHD
 DQ3593_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ3593_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DQ3593+STABILITY: POSITION/ELEVATION WELL
 DQ3593_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ3593+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2016
 DQ3593
 DQ3593  HISTORY     - Date     Condition        Report By
 DQ3593  HISTORY     - 20160301 MONUMENTED       ARHD
 DQ3593
 DQ3593                          STATION DESCRIPTION
 DQ3593
 DQ3593'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 DQ3593'THE STATION IS LOCATED ABOUT 7.7 MI (12.4 KM) SOUTHWEST OF MAUMEE, 6.4
 DQ3593'MI (10.3 KM) NORTHEAST OF SNOWBALL AND 5.1 MI (8.2 KM) SOUTHEAST OF
 DQ3593'SAINT JOE.  OWNERSHIP--TYLER-BEND-NATIONAL-PARK.
 DQ3593'
 DQ3593'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 74,
 DQ3593'GO NORTH ON HIGHWAY 65 FOR 4.5 MI (7.2 KM) TO AN ABANDONED POWER LINE
 DQ3593'ROAD TURN LEFT AND GO NORTHWEST ON IT FOR 0.2 MI (0.3 KM) TO THE
 DQ3593'STATION ON THE RIGHT.
 DQ3593'
 DQ3593'IT IS 14 FT (4.3 M) EAST OF A POWER LINE ROAD CENTERLINE, 9 FT (2.7 M)
 DQ3593'EAST OF A WITNESS POST AND 7 FT (2.1 M) WEST OF THE TOP OF THE ROCK
 DQ3593'OUTCROP RIDGE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ3620 ***********************************************************************
 DQ3620  DESIGNATION -  D 348
 DQ3620  PID         -  DQ3620
 DQ3620  STATE/COUNTY-  AR/SEARCY
 DQ3620  COUNTRY     -  US
 DQ3620  USGS QUAD   -  WESTERN GROVE (2017)
 DQ3620
 DQ3620                         *CURRENT SURVEY CONTROL
 DQ3620  ______________________________________________________________________
 DQ3620* NAD 83(1986) POSITION- 36 04 07.9    (N) 092 53 06.8    (W)   HD_HELD2
 DQ3620* NAVD 88 ORTHO HEIGHT -   317.915 (meters)     1043.03  (feet) ADJUSTED
 DQ3620  ______________________________________________________________________
 DQ3620  GEOID HEIGHT    -        -28.341 (meters)                     GEOID18
 DQ3620  DYNAMIC HEIGHT  -        317.627 (meters)     1042.08  (feet) COMP
 DQ3620  MODELED GRAVITY -    979,716.2   (mgal)                       NAVD 88
 DQ3620
 DQ3620  VERT ORDER      -  SECOND    CLASS I
 DQ3620
 DQ3620.The horizontal coordinates were established by autonomous hand held GPS
 DQ3620.observations and have an estimated accuracy of +/- 10 meters.
 DQ3620
 DQ3620.The orthometric height was determined by differential leveling and
 DQ3620.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3620.in January 2017.
 DQ3620
 DQ3620.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3620.GEOID18 height accuracy estimate available here.
 DQ3620
 DQ3620.Click photographs - Photos may exist for this station.
 DQ3620
 DQ3620.The dynamic height is computed by dividing the NAVD 88
 DQ3620.geopotential number by the normal gravity value computed on the
 DQ3620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3620.degrees latitude (g = 980.6199 gals.).
 DQ3620
 DQ3620.The modeled gravity was interpolated from observed gravity values.
 DQ3620
 DQ3620;                    North         East    Units  Estimated Accuracy
 DQ3620;SPC AR N     -   192,905.      320,258.      MT  (+/- 10 meters HH2 GPS)
 DQ3620
 DQ3620_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV1033591592(NAD 83)
 DQ3620
 DQ3620                          SUPERSEDED SURVEY CONTROL
 DQ3620
 DQ3620.No superseded survey control is available for this station.
 DQ3620
 DQ3620_MARKER: DB = BENCH MARK DISK
 DQ3620_SETTING: 66 = SET IN ROCK OUTCROP
 DQ3620_STAMPING: D 348 2016
 DQ3620_MARK LOGO: ARHD
 DQ3620_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ3620_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DQ3620+STABILITY: POSITION/ELEVATION WELL
 DQ3620_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ3620+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2016
 DQ3620
 DQ3620  HISTORY     - Date     Condition        Report By
 DQ3620  HISTORY     - 20160413 MONUMENTED       ARHD
 DQ3620
 DQ3620                          STATION DESCRIPTION
 DQ3620
 DQ3620'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 DQ3620'THE STATION IS LOCATED ABOUT 6.1 MI (9.8 KM) SOUTH-SOUTHEAST OF
 DQ3620'EVERTON, 5.3 MI (8.5 KM) WEST-NORTHWEST OF SAINT JOE AND 4.4 MI (7.1
 DQ3620'KM) EAST-SOUTHEAST OF WESTERN GROVE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ3620'
 DQ3620'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 235,
 DQ3620'GO NORTH ON US HIGHWAY 65 FOR 1.25 MI (2.01 KM) TO PINDALL GROVE
 DQ3620'COUNTY ROAD.  TURN RIGHT AND GO NORTH ON PINDALL GROVE ROAD FOR 0.1 MI
 DQ3620'(0.2 KM) TO THE STATION ON THE RIGHT.
 DQ3620'
 DQ3620'IT IS 60 FT (18.3 M) EAST OF A POWER POLE, 22 FT (6.7 M) EAST OF
 DQ3620'PINDALL GROVE ROAD CENTERLINE AND 3 FT (0.9 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ4634 ***********************************************************************
 DQ4634  DESIGNATION -  D 349
 DQ4634  PID         -  DQ4634
 DQ4634  STATE/COUNTY-  AR/PULASKI
 DQ4634  COUNTRY     -  US
 DQ4634  USGS QUAD   -  WOODSON (2017)
 DQ4634
 DQ4634                         *CURRENT SURVEY CONTROL
 DQ4634  ______________________________________________________________________
 DQ4634* NAD 83(1986) POSITION- 34 31 59.8    (N) 092 12 04.4    (W)   HD_HELD2
 DQ4634* NAVD 88 ORTHO HEIGHT -    73.830 (meters)      242.22  (feet) ADJUSTED
 DQ4634  ______________________________________________________________________
 DQ4634  GEOID HEIGHT    -        -26.286 (meters)                     GEOID18
 DQ4634  DYNAMIC HEIGHT  -         73.760 (meters)      241.99  (feet) COMP
 DQ4634  MODELED GRAVITY -    979,685.7   (mgal)                       NAVD 88
 DQ4634
 DQ4634  VERT ORDER      -  FIRST     CLASS II
 DQ4634
 DQ4634.The horizontal coordinates were established by autonomous hand held GPS
 DQ4634.observations and have an estimated accuracy of +/- 10 meters.
 DQ4634
 DQ4634.The orthometric height was determined by differential leveling and
 DQ4634.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4634.in April 2017.
 DQ4634
 DQ4634.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4634.GEOID18 height accuracy estimate available here.
 DQ4634
 DQ4634.Click photographs - Photos may exist for this station.
 DQ4634
 DQ4634.The dynamic height is computed by dividing the NAVD 88
 DQ4634.geopotential number by the normal gravity value computed on the
 DQ4634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4634.degrees latitude (g = 980.6199 gals.).
 DQ4634
 DQ4634.The modeled gravity was interpolated from observed gravity values.
 DQ4634
 DQ4634;                    North         East    Units  Estimated Accuracy
 DQ4634;SPC AR S     -   607,052.      381,528.      MT  (+/- 10 meters HH2 GPS)
 DQ4634
 DQ4634_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7330221577(NAD 83)
 DQ4634
 DQ4634                          SUPERSEDED SURVEY CONTROL
 DQ4634
 DQ4634.No superseded survey control is available for this station.
 DQ4634
 DQ4634_MARKER: DB = BENCH MARK DISK
 DQ4634_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DQ4634_SP_SET: BRIDGE PARAPET WALL
 DQ4634_STAMPING: D 349 2017
 DQ4634_MARK LOGO: ARHD
 DQ4634_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ4634_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4634_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4634+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2017
 DQ4634
 DQ4634  HISTORY     - Date     Condition        Report By
 DQ4634  HISTORY     - 20170118 MONUMENTED       ARHD
 DQ4634
 DQ4634                          STATION DESCRIPTION
 DQ4634
 DQ4634'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2017 (JDH)
 DQ4634'THE STATION IS LOCATED ABOUT 10.3 MI (16.6 KM) NORTHWEST OF WRIGHT,
 DQ4634'6.2 MI (10.0 KM) NORTH OF REDFIELD AND 0.6 MI (1.0 KM) EAST-NORTHEAST
 DQ4634'OF WOODSON.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ4634'
 DQ4634'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 365 AND STATE HIGHWAY
 DQ4634'386, GO SOUTH ON HIGHWAY 365 FOR 5.1 MI (8.2 KM) TO THE STATION ON THE
 DQ4634'LEFT, IN THE SOUTHWEST CORNER OF THE BRIDGE PARAPET WALL.
 DQ4634'
 DQ4634'IT IS 17 FT (5.2 M) SOUTH OF HIGHWAY 365 CENTERLINE AND 12 FT (3.7 M)
 DQ4634'EAST OF A GUARD RAIL.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0351 ***********************************************************************
 GF0351  DESIGNATION -  D 35
 GF0351  PID         -  GF0351
 GF0351  STATE/COUNTY-  AR/CARROLL
 GF0351  COUNTRY     -  US
 GF0351  USGS QUAD   -  BLUE EYE (2017)
 GF0351
 GF0351                         *CURRENT SURVEY CONTROL
 GF0351  ______________________________________________________________________
 GF0351* NAD 83(1986) POSITION- 36 26 06.     (N) 093 29 31.     (W)   SCALED
 GF0351* NAVD 88 ORTHO HEIGHT -   364.179 (meters)     1194.81  (feet) ADJUSTED
 GF0351  ______________________________________________________________________
 GF0351  GEOID HEIGHT    -        -28.341 (meters)                     GEOID18
 GF0351  DYNAMIC HEIGHT  -        363.862 (meters)     1193.77  (feet) COMP
 GF0351  MODELED GRAVITY -    979,750.6   (mgal)                       NAVD 88
 GF0351
 GF0351  VERT ORDER      -  SECOND    CLASS 0
 GF0351
 GF0351.The horizontal coordinates were scaled from a map and have
 GF0351.an estimated accuracy of +/- 6 seconds.
 GF0351
 GF0351.The orthometric height was determined by differential leveling and
 GF0351.adjusted by the NATIONAL GEODETIC SURVEY
 GF0351.in June 1991.
 GF0351
 GF0351.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0351.GEOID18 height accuracy estimate available here.
 GF0351
 GF0351.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA559323(NAD 83)
 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
 GF0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0351.See file dsdata.pdf to determine how the superseded data were derived.
 GF0351
 GF0351_MARKER: DB = BENCH MARK DISK
 GF0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0351_STAMPING: D 35 1934
 GF0351_MARK LOGO: CGS
 GF0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0351+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0047 ***********************************************************************
 FG0047  DESIGNATION -  D 35
 FG0047  PID         -  FG0047
 FG0047  STATE/COUNTY-  AR/VAN BUREN
 FG0047  COUNTRY     -  US
 FG0047  USGS QUAD   -  SHIRLEY (2017)
 FG0047
 FG0047                         *CURRENT SURVEY CONTROL
 FG0047  ______________________________________________________________________
 FG0047* NAD 83(1986) POSITION- 35 38 02.     (N) 092 22 15.     (W)   SCALED
 FG0047* NAVD 88 ORTHO HEIGHT -   202.007 (meters)      662.75  (feet) ADJUSTED
 FG0047  ______________________________________________________________________
 FG0047  GEOID HEIGHT    -        -27.804 (meters)                     GEOID18
 FG0047  DYNAMIC HEIGHT  -        201.823 (meters)      662.15  (feet) COMP
 FG0047  MODELED GRAVITY -    979,717.4   (mgal)                       NAVD 88
 FG0047
 FG0047  VERT ORDER      -  SECOND    CLASS 0
 FG0047
 FG0047.The horizontal coordinates were scaled from a map and have
 FG0047.an estimated accuracy of +/- 6 seconds.
 FG0047
 FG0047.The orthometric height was determined by differential leveling and
 FG0047.adjusted by the NATIONAL GEODETIC SURVEY
 FG0047.in June 1991.
 FG0047
 FG0047.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0047.GEOID18 height accuracy estimate available here.
 FG0047
 FG0047.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV569435(NAD 83)
 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
 FG0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0047.See file dsdata.pdf to determine how the superseded data were derived.
 FG0047
 FG0047_MARKER: DD = SURVEY DISK
 FG0047_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0047_STAMPING: D 35 1934
 FG0047_MARK LOGO: CGS+SS
 FG0047_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0047
 FG0047  HISTORY     - Date     Condition        Report By
 FG0047  HISTORY     - 1934     MONUMENTED       ARGS
 FG0047  HISTORY     - 1941     GOOD             ARHD
 FG0047  HISTORY     - 1973     MARK NOT FOUND   USGS
 FG0047
 FG0047                          STATION DESCRIPTION
 FG0047
 FG0047'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1934
 FG0047'4.1 MI WEST FROM SHIRLEY.  BRONZE TABLET IN TOP OF CONC. POST IN
 FG0047'VALLEY FLOOR.  ABOUT 75 FT. SOUTH OF THE SOUTHWEST END OF 120 FT.
 FG0047'WOODEN BRIDGE OVER WEAVER CREEK.  40 FT. EAST OF CENTERLINE OF HIGHWAY
 FG0047'NO. 9.  10 FT. EAST OF WIRE FENCE.  10 FT. NORTH OF STONE FENCE.
 FG0047
 FG0047                          STATION RECOVERY (1941)
 FG0047
 FG0047'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 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 = MARCH 20, 2026 22:17:28 EDT
 DQ6311 ***********************************************************************
 DQ6311  DESIGNATION -  D 351
 DQ6311  PID         -  DQ6311
 DQ6311  STATE/COUNTY-  AR/DREW
 DQ6311  COUNTRY     -  US
 DQ6311  USGS QUAD   -  MONTICELLO SOUTH (2017)
 DQ6311
 DQ6311                         *CURRENT SURVEY CONTROL
 DQ6311  ______________________________________________________________________
 DQ6311* NAD 83(1986) POSITION- 33 36 10.3    (N) 091 48 52.0    (W)   HD_HELD2
 DQ6311* NAVD 88 ORTHO HEIGHT -    65.672 (meters)      215.46  (feet) ADJUSTED
 DQ6311  ______________________________________________________________________
 DQ6311  GEOID HEIGHT    -        -25.751 (meters)                     GEOID18
 DQ6311  DYNAMIC HEIGHT  -         65.604 (meters)      215.24  (feet) COMP
 DQ6311  MODELED GRAVITY -    979,609.5   (mgal)                       NAVD 88
 DQ6311
 DQ6311  VERT ORDER      -  SECOND    CLASS I
 DQ6311
 DQ6311.The horizontal coordinates were established by autonomous hand held GPS
 DQ6311.observations and have an estimated accuracy of +/- 10 meters.
 DQ6311
 DQ6311.The orthometric height was determined by differential leveling and
 DQ6311.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6311.in October 2017.
 DQ6311
 DQ6311.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6311.GEOID18 height accuracy estimate available here.
 DQ6311
 DQ6311.Click photographs - Photos may exist for this station.
 DQ6311
 DQ6311.The dynamic height is computed by dividing the NAVD 88
 DQ6311.geopotential number by the normal gravity value computed on the
 DQ6311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6311.degrees latitude (g = 980.6199 gals.).
 DQ6311
 DQ6311.The modeled gravity was interpolated from observed gravity values.
 DQ6311
 DQ6311;                    North         East    Units  Estimated Accuracy
 DQ6311;SPC AR S     -   503,851.      417,221.      MT  (+/- 10 meters HH2 GPS)
 DQ6311
 DQ6311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT0999318753(NAD 83)
 DQ6311
 DQ6311                          SUPERSEDED SURVEY CONTROL
 DQ6311
 DQ6311.No superseded survey control is available for this station.
 DQ6311
 DQ6311_MARKER: DB = BENCH MARK DISK
 DQ6311_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ6311_SP_SET: HEADWALL
 DQ6311_STAMPING: D 351 2017
 DQ6311_MARK LOGO: ARHD
 DQ6311_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ6311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ6311+STABILITY: SURFACE MOTION
 DQ6311_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ6311+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2017
 DQ6311
 DQ6311  HISTORY     - Date     Condition        Report By
 DQ6311  HISTORY     - 20170829 MONUMENTED       ARHD
 DQ6311
 DQ6311                          STATION DESCRIPTION
 DQ6311
 DQ6311'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2017 (JDH)
 DQ6311'THE STATION IS LOCATED ABOUT 9.6 MI (15.4 KM) NORTH OF LADELLE, 7.0 MI
 DQ6311'(11.3 KM) EAST-SOUTHEAST OF WILMAR AND 2.3 MI (3.7 KM) SOUTHWEST OF
 DQ6311'MONTICELLO.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ6311'
 DQ6311'TO REACH FROM THE INTERSECTION OF US HIGHWAY 425 AND STATE HIGHWAY
 DQ6311'83S, GO SOUTH ON HIGHWAY 83S FOR 1.35 MI (2.17 KM) TO THE STATION ON
 DQ6311'THE LEFT.
 DQ6311'
 DQ6311'IT IS IN THE CENTER OF THE EAST HEADWALL, 40 FT (12.2 M) NORTHWEST OF
 DQ6311'A FIBER OPTIC MARKER AND 39 FT (11.9 M) EAST OF HIGHWAY 83S
 DQ6311'CENTERLINE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ8672 ***********************************************************************
 DQ8672  DESIGNATION -  D 352
 DQ8672  PID         -  DQ8672
 DQ8672  STATE/COUNTY-  AR/DREW
 DQ8672  COUNTRY     -  US
 DQ8672  USGS QUAD   -  SELMA (2017)
 DQ8672
 DQ8672                         *CURRENT SURVEY CONTROL
 DQ8672  ______________________________________________________________________
 DQ8672* NAD 83(1986) POSITION- 33 40 50.5    (N) 091 31 54.3    (W)   HD_HELD2
 DQ8672* NAVD 88 ORTHO HEIGHT -    47.553 (meters)      156.01  (feet) ADJUSTED
 DQ8672  ______________________________________________________________________
 DQ8672  GEOID HEIGHT    -        -25.987 (meters)                     GEOID18
 DQ8672  DYNAMIC HEIGHT  -         47.505 (meters)      155.86  (feet) COMP
 DQ8672  MODELED GRAVITY -    979,619.0   (mgal)                       NAVD 88
 DQ8672
 DQ8672  VERT ORDER      -  SECOND    CLASS I
 DQ8672
 DQ8672.The horizontal coordinates were established by autonomous hand held GPS
 DQ8672.observations and have an estimated accuracy of +/- 10 meters.
 DQ8672
 DQ8672.The orthometric height was determined by differential leveling and
 DQ8672.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8672.in July 2018.
 DQ8672
 DQ8672.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8672.GEOID18 height accuracy estimate available here.
 DQ8672
 DQ8672.Click photographs - Photos may exist for this station.
 DQ8672
 DQ8672.The dynamic height is computed by dividing the NAVD 88
 DQ8672.geopotential number by the normal gravity value computed on the
 DQ8672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8672.degrees latitude (g = 980.6199 gals.).
 DQ8672
 DQ8672.The modeled gravity was interpolated from observed gravity values.
 DQ8672
 DQ8672;                    North         East    Units  Estimated Accuracy
 DQ8672;SPC AR S     -   512,568.      443,417.      MT  (+/- 10 meters HH2 GPS)
 DQ8672
 DQ8672_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT3610027720(NAD 83)
 DQ8672
 DQ8672                          SUPERSEDED SURVEY CONTROL
 DQ8672
 DQ8672.No superseded survey control is available for this station.
 DQ8672
 DQ8672_MARKER: DB = BENCH MARK DISK
 DQ8672_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ8672_SP_SET: HEADWALL
 DQ8672_STAMPING: D 352 2018
 DQ8672_MARK LOGO: ARHD
 DQ8672_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ8672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ8672+STABILITY: SURFACE MOTION
 DQ8672_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8672+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2018
 DQ8672
 DQ8672  HISTORY     - Date     Condition        Report By
 DQ8672  HISTORY     - 20180110 MONUMENTED       ARHD
 DQ8672
 DQ8672                          STATION DESCRIPTION
 DQ8672
 DQ8672'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (JDH)
 DQ8672'THE STATION IS LOCATED ABOUT 8.4 MI (13.5 KM) WEST-NORTHWEST OF
 DQ8672'MCGEHEE, 7.3 MI (11.7 KM) SOUTH-SOUTHWEST OF WINCHESTER AND 2.4 MI
 DQ8672'(3.9 KM) EAST-SOUTHEAST OF SELMA.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ8672'
 DQ8672'TO REACH FROM THE INTERSECTION OF US HIGHWAY 278 AND STATE HIGHWAY
 DQ8672'277, GO NORTH ON HIGHWAY 277 FOR 1.05 MI (1.69 KM) TO THE STATION ON
 DQ8672'THE RIGHT.
 DQ8672'
 DQ8672'IT IS 90 FT (27.4 M) EAST OF A DIRT DRIVE CENTERLINE, 77 FT (23.5 M)
 DQ8672'EAST OF A POWER POLE AND 22 FT (6.7 M) SOUTH OF HIGHWAY 277
 DQ8672'CENTERLINE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ8698 ***********************************************************************
 DQ8698  DESIGNATION -  D 353
 DQ8698  PID         -  DQ8698
 DQ8698  STATE/COUNTY-  AR/DESHA
 DQ8698  COUNTRY     -  US
 DQ8698  USGS QUAD   -  WINCHESTER (2017)
 DQ8698
 DQ8698                         *CURRENT SURVEY CONTROL
 DQ8698  ______________________________________________________________________
 DQ8698* NAD 83(1986) POSITION- 33 45 02.3    (N) 091 27 28.8    (W)   HD_HELD2
 DQ8698* NAVD 88 ORTHO HEIGHT -    46.779 (meters)      153.47  (feet) ADJUSTED
 DQ8698  ______________________________________________________________________
 DQ8698  GEOID HEIGHT    -        -26.099 (meters)                     GEOID18
 DQ8698  DYNAMIC HEIGHT  -         46.732 (meters)      153.32  (feet) COMP
 DQ8698  MODELED GRAVITY -    979,621.8   (mgal)                       NAVD 88
 DQ8698
 DQ8698  VERT ORDER      -  SECOND    CLASS I
 DQ8698
 DQ8698.The horizontal coordinates were established by autonomous hand held GPS
 DQ8698.observations and have an estimated accuracy of +/- 10 meters.
 DQ8698
 DQ8698.The orthometric height was determined by differential leveling and
 DQ8698.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8698.in July 2018.
 DQ8698
 DQ8698.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8698.GEOID18 height accuracy estimate available here.
 DQ8698
 DQ8698.Click photographs - Photos may exist for this station.
 DQ8698
 DQ8698.The dynamic height is computed by dividing the NAVD 88
 DQ8698.geopotential number by the normal gravity value computed on the
 DQ8698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8698.degrees latitude (g = 980.6199 gals.).
 DQ8698
 DQ8698.The modeled gravity was interpolated from observed gravity values.
 DQ8698
 DQ8698;                    North         East    Units  Estimated Accuracy
 DQ8698;SPC AR S     -   520,359.      450,215.      MT  (+/- 10 meters HH2 GPS)
 DQ8698
 DQ8698_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT4282135575(NAD 83)
 DQ8698
 DQ8698                          SUPERSEDED SURVEY CONTROL
 DQ8698
 DQ8698.No superseded survey control is available for this station.
 DQ8698
 DQ8698_MARKER: DB = BENCH MARK DISK
 DQ8698_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ8698_SP_SET: HEADWALL
 DQ8698_STAMPING: D 353 2018
 DQ8698_MARK LOGO: ARHD
 DQ8698_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ8698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ8698+STABILITY: SURFACE MOTION
 DQ8698_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8698+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2018
 DQ8698
 DQ8698  HISTORY     - Date     Condition        Report By
 DQ8698  HISTORY     - 20180306 MONUMENTED       ARHD
 DQ8698
 DQ8698                          STATION DESCRIPTION
 DQ8698
 DQ8698'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (JDH)
 DQ8698'THE STATION IS LOCATED ABOUT 8.3 MI (13.4 KM) WEST-NORTHWEST OF
 DQ8698'MCARTHUR, 7.3 MI (11.7 KM) EAST-NORTHEAST OF SELMA AND 1.9 MI (3.1 KM)
 DQ8698'SOUTH-SOUTHEAST OF WINCHESTER.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ8698'
 DQ8698'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 277,
 DQ8698'GO NORTH ON HIGHWAY 65 FOR 2.7 MI (4.3 KM) TO THE STATION ON THE
 DQ8698'RIGHT, IN THE CENTER OF THE EAST HEADWALL.
 DQ8698'
 DQ8698'IT IS 360 FT (109.7 M) SOUTH OF DESHA COUNTY LAND FILL ROAD AND 20 FT
 DQ8698'(6.1 M) EAST OF HIGHWAY 65 NORTH BOUND LANE SHOULDER.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR1107 ***********************************************************************
 DR1107  DESIGNATION -  D 354
 DR1107  PID         -  DR1107
 DR1107  STATE/COUNTY-  AR/CLARK
 DR1107  COUNTRY     -  US
 DR1107  USGS QUAD   -  ARKADELPHIA (2017)
 DR1107
 DR1107                         *CURRENT SURVEY CONTROL
 DR1107  ______________________________________________________________________
 DR1107* NAD 83(1986) POSITION- 34 03 38.40   (N) 093 06 28.79   (W)   HD_HELD1
 DR1107* NAVD 88 ORTHO HEIGHT -    87.377 (meters)      286.67  (feet) ADJUSTED
 DR1107  ______________________________________________________________________
 DR1107  GEOID HEIGHT    -        -26.814 (meters)                     GEOID18
 DR1107  DYNAMIC HEIGHT  -         87.290 (meters)      286.38  (feet) COMP
 DR1107  MODELED GRAVITY -    979,633.2   (mgal)                       NAVD 88
 DR1107
 DR1107  VERT ORDER      -  SECOND    CLASS I
 DR1107
 DR1107.The horizontal coordinates were determined by differentially corrected
 DR1107.hand held GPS observations or other comparable positioning techniques
 DR1107.and have an estimated accuracy of +/- 3 meters.
 DR1107
 DR1107.The orthometric height was determined by differential leveling and
 DR1107.adjusted by the NATIONAL GEODETIC SURVEY
 DR1107.in February 2019.
 DR1107
 DR1107.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR1107.GEOID18 height accuracy estimate available here.
 DR1107
 DR1107.Click photographs - Photos may exist for this station.
 DR1107
 DR1107.The dynamic height is computed by dividing the NAVD 88
 DR1107.geopotential number by the normal gravity value computed on the
 DR1107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR1107.degrees latitude (g = 980.6199 gals.).
 DR1107
 DR1107.The modeled gravity was interpolated from observed gravity values.
 DR1107
 DR1107;                    North         East    Units  Estimated Accuracy
 DR1107;SPC AR S     -   555,165.1     297,721.1     MT  (+/- 3 meters HH1 GPS) 
 DR1107
 DR1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT9003368887(NAD 83)
 DR1107
 DR1107                          SUPERSEDED SURVEY CONTROL
 DR1107
 DR1107.No superseded survey control is available for this station.
 DR1107
 DR1107_MARKER: F = FLANGE-ENCASED ROD
 DR1107_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DR1107_STAMPING: D 354 2018
 DR1107_MARK LOGO: ARHD
 DR1107_PROJECTION: FLUSH
 DR1107_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DR1107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR1107_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR1107+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2018
 DR1107_ROD/PIPE-DEPTH: 6.09 meters
 DR1107_SLEEVE-DEPTH  : 0.60 meters
 DR1107
 DR1107  HISTORY     - Date     Condition        Report By
 DR1107  HISTORY     - 20181114 MONUMENTED       ARHD
 DR1107
 DR1107                          STATION DESCRIPTION
 DR1107
 DR1107'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (JDH)
 DR1107'THE STATION IS LOCATED ABOUT 8.2 MI (13.2 KM) SOUTH-SOUTHEAST OF DE
 DR1107'GRAY, 5.2 MI (8.4 KM) SOUTHWEST OF ARKADELPHIA AND 4.3 MI (6.9 KM)
 DR1107'NORTH OF CURTIS.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR1107'
 DR1107'TO REACH FROM THE INTERSECTION OF INTERSTATE 30 AND STATE HIGHWAY 26,
 DR1107'GO EAST ON HIGHWAY 26 FOR 1.1 MI (1.8 KM) TO THE STATION ON THE LEFT
 DR1107'AT HILLCREST STREET INTERSECTION.
 DR1107'
 DR1107'IT IS 60 FT (18.3 M) NORTH OF HIGHWAY 26 CENTERLINE, 48 FT (14.6 M)
 DR1107'NORTHWEST OF HILLCREST STREET CENTERLINE, 2 FT (0.6 M) SOUTH OF A
 DR1107'WITNESS POST AND 1 FT (0.3 M) SOUTH OF A WEB FENCE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR3444 ***********************************************************************
 DR3444  DESIGNATION -  D 355
 DR3444  PID         -  DR3444
 DR3444  STATE/COUNTY-  AR/MISSISSIPPI
 DR3444  COUNTRY     -  US
 DR3444  USGS QUAD   -  KEISER (2017)
 DR3444
 DR3444                         *CURRENT SURVEY CONTROL
 DR3444  ______________________________________________________________________
 DR3444* NAD 83(1986) POSITION- 35 43 02.9    (N) 090 02 05.5    (W)   HD_HELD2
 DR3444* NAVD 88 ORTHO HEIGHT -    71.209 (meters)      233.62  (feet) ADJUSTED
 DR3444  ______________________________________________________________________
 DR3444  GEOID HEIGHT    -        -27.744 (meters)                     GEOID18
 DR3444  DYNAMIC HEIGHT  -         71.149 (meters)      233.43  (feet) COMP
 DR3444  MODELED GRAVITY -    979,780.1   (mgal)                       NAVD 88
 DR3444
 DR3444  VERT ORDER      -  FIRST     CLASS II
 DR3444
 DR3444.The horizontal coordinates were established by autonomous hand held GPS
 DR3444.observations and have an estimated accuracy of +/- 10 meters.
 DR3444
 DR3444.The orthometric height was determined by differential leveling and
 DR3444.adjusted by the NATIONAL GEODETIC SURVEY
 DR3444.in June 2020.
 DR3444
 DR3444.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR3444.GEOID18 height accuracy estimate available here.
 DR3444
 DR3444.Click photographs - Photos may exist for this station.
 DR3444
 DR3444.The dynamic height is computed by dividing the NAVD 88
 DR3444.geopotential number by the normal gravity value computed on the
 DR3444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR3444.degrees latitude (g = 980.6199 gals.).
 DR3444
 DR3444.The modeled gravity was interpolated from observed gravity values.
 DR3444
 DR3444;                    North         East    Units  Estimated Accuracy
 DR3444;SPC AR N     -   155,333.      577,791.      MT  (+/- 10 meters HH2 GPS)
 DR3444
 DR3444_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6822956666(NAD 83)
 DR3444
 DR3444                          SUPERSEDED SURVEY CONTROL
 DR3444
 DR3444.No superseded survey control is available for this station.
 DR3444
 DR3444_MARKER: DB = BENCH MARK DISK
 DR3444_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DR3444_SP_SET: CORS BASE
 DR3444_STAMPING: D 355 2019
 DR3444_MARK LOGO: ARHD
 DR3444_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR3444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR3444+STABILITY: SURFACE MOTION
 DR3444_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR3444+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2019
 DR3444
 DR3444  HISTORY     - Date     Condition        Report By
 DR3444  HISTORY     - 20190813 MONUMENTED       ARHD
 DR3444
 DR3444                          STATION DESCRIPTION
 DR3444
 DR3444'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2019 (JDH)
 DR3444'THE STATION IS LOCATED ABOUT 6.6 MI (10.6 KM) WEST-SOUTHWEST OF
 DR3444'LUXORA, 4.7 MI (7.6 KM) NORTHEAST OF KEISER AND 3.8 MI (6.1 KM)
 DR3444'WEST-NORTHWEST OF OSCEOLA.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR3444'
 DR3444'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 140 AND STATE HIGHWAY
 DR3444'119, GO NORTH ON HIGHWAY 119 FOR 2.3 MI (3.7 KM) TO THE ARDOT SHOPS TO
 DR3444'THE STATION ON THE LEFT AT THE ARDOT RE OFFICE, IN THE EAST SIDE OF
 DR3444'THE AROS CORS CONCRETE BASE.
 DR3444'
 DR3444'IT IS 103 FT (31.4 M) WEST OF HIGHWAY 119 CENTERLINE, 78 FT (23.8 M)
 DR3444'SOUTH OF THE SOUTHEAST CORNER OF THE ARDOT RE OFFICE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR7084 ***********************************************************************
 DR7084  DESIGNATION -  D 356
 DR7084  PID         -  DR7084
 DR7084  STATE/COUNTY-  AR/CRITTENDEN
 DR7084  COUNTRY     -  US
 DR7084  USGS QUAD   -  WEST MEMPHIS (2017)
 DR7084
 DR7084                         *CURRENT SURVEY CONTROL
 DR7084  ______________________________________________________________________
 DR7084* NAD 83(1986) POSITION- 35 09 58.7    (N) 090 09 40.3    (W)   HD_HELD2
 DR7084* NAVD 88 ORTHO HEIGHT -    66.176 (meters)      217.11  (feet) ADJUSTED
 DR7084  ______________________________________________________________________
 DR7084  GEOID HEIGHT    -        -27.319 (meters)                     GEOID18
 DR7084  DYNAMIC HEIGHT  -         66.116 (meters)      216.92  (feet) COMP
 DR7084  MODELED GRAVITY -    979,734.3   (mgal)                       NAVD 88
 DR7084
 DR7084  VERT ORDER      -  SECOND    CLASS I
 DR7084
 DR7084.The horizontal coordinates were established by autonomous hand held GPS
 DR7084.observations and have an estimated accuracy of +/- 10 meters.
 DR7084
 DR7084.The orthometric height was determined by differential leveling and
 DR7084.adjusted by the NATIONAL GEODETIC SURVEY
 DR7084.in January 2022.
 DR7084
 DR7084.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7084.GEOID18 height accuracy estimate available here.
 DR7084
 DR7084.Click photographs - Photos may exist for this station.
 DR7084
 DR7084.The dynamic height is computed by dividing the NAVD 88
 DR7084.geopotential number by the normal gravity value computed on the
 DR7084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7084.degrees latitude (g = 980.6199 gals.).
 DR7084
 DR7084.The modeled gravity was interpolated from observed gravity values.
 DR7084
 DR7084;                    North         East    Units  Estimated Accuracy
 DR7084;SPC AR N     -    93,975.      567,505.      MT  (+/- 10 meters HH2 GPS)
 DR7084
 DR7084_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU5855695176(NAD 83)
 DR7084
 DR7084                          SUPERSEDED SURVEY CONTROL
 DR7084
 DR7084.No superseded survey control is available for this station.
 DR7084
 DR7084_MARKER: X = CHISELED CROSS
 DR7084_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR7084_SP_SET: MANHOLE RIM
 DR7084_STAMPING: D 356
 DR7084_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR7084_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR7084_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR7084+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2021
 DR7084
 DR7084  HISTORY     - Date     Condition        Report By
 DR7084  HISTORY     - 20210630 MONUMENTED       ARHD
 DR7084
 DR7084                          STATION DESCRIPTION
 DR7084
 DR7084'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2021 (JDH)
 DR7084'THE MARK IS LOCATED ABOUT 9.4 MI (15.1 KM) EAST-NORTHEAST OF
 DR7084'EDMONDSON, 9.0 MI (14.5 KM) SOUTH-SOUTHEAST OF JERICHO AND 1.9 MI (3.1
 DR7084'KM) NORTHEAST OF WEST MEMPHIS.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7084'
 DR7084'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 191 AND CITY STREET
 DR7084'SOUTHLAND DRIVE, GO EAST ALONG SOUTHLAND DRIVE FOR 0.95 MI (1.53 KM)
 DR7084'TO THE STATION ON THE RIGHT, IN THE RIM OF THE NORTH EDGE OF A SEWER
 DR7084'MANHOLE.
 DR7084'
 DR7084'IT IS 75 FT (22.9 M) SOUTH OF SOUTHLAND DRIVE CENTERLINE AND 73 FT
 DR7084'(22.3 M) SOUTHEAST OF A POWER POLE.
 DR7084'
 DR7084'NOTE--D 356 STAMPED IN RIM NEXT TO THE X.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR7306 ***********************************************************************
 DR7306  DESIGNATION -  D 357
 DR7306  PID         -  DR7306
 DR7306  STATE/COUNTY-  AR/SHARP
 DR7306  COUNTRY     -  US
 DR7306  USGS QUAD   -  ASH FLAT (2017)
 DR7306
 DR7306                         *CURRENT SURVEY CONTROL
 DR7306  ______________________________________________________________________
 DR7306* NAD 83(1986) POSITION- 36 14 09.6    (N) 091 35 58.7    (W)   HD_HELD2
 DR7306* NAVD 88 ORTHO HEIGHT -   185.367 (meters)      608.16  (feet) ADJUSTED
 DR7306  ______________________________________________________________________
 DR7306  GEOID HEIGHT    -        -28.217 (meters)                     GEOID18
 DR7306  DYNAMIC HEIGHT  -        185.211 (meters)      607.65  (feet) COMP
 DR7306  MODELED GRAVITY -    979,785.7   (mgal)                       NAVD 88
 DR7306
 DR7306  VERT ORDER      -  SECOND    CLASS I
 DR7306
 DR7306.The horizontal coordinates were established by autonomous hand held GPS
 DR7306.observations and have an estimated accuracy of +/- 10 meters.
 DR7306
 DR7306.The orthometric height was determined by differential leveling and
 DR7306.adjusted by the NATIONAL GEODETIC SURVEY
 DR7306.in January 2022.
 DR7306
 DR7306.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7306.GEOID18 height accuracy estimate available here.
 DR7306
 DR7306.Click photographs - Photos may exist for this station.
 DR7306
 DR7306.The dynamic height is computed by dividing the NAVD 88
 DR7306.geopotential number by the normal gravity value computed on the
 DR7306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7306.degrees latitude (g = 980.6199 gals.).
 DR7306
 DR7306.The modeled gravity was interpolated from observed gravity values.
 DR7306
 DR7306;                    North         East    Units  Estimated Accuracy
 DR7306;SPC AR N     -   211,165.      435,990.      MT  (+/- 10 meters HH2 GPS)
 DR7306
 DR7306_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA2583711033(NAD 83)
 DR7306
 DR7306                          SUPERSEDED SURVEY CONTROL
 DR7306
 DR7306.No superseded survey control is available for this station.
 DR7306
 DR7306_MARKER: DB = BENCH MARK DISK
 DR7306_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DR7306+WITH SETTING: PAVEMENT
 DR7306_SP_SET: SIGNAL BASE
 DR7306_STAMPING: D 357 2021
 DR7306_MARK LOGO: ARHD
 DR7306_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR7306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR7306+STABILITY: SURFACE MOTION
 DR7306_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR7306+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2025
 DR7306
 DR7306  HISTORY     - Date     Condition        Report By
 DR7306  HISTORY     - 20210831 MONUMENTED       ARHD
 DR7306  HISTORY     - 20251014 GOOD             ARHD
 DR7306
 DR7306                          STATION DESCRIPTION
 DR7306
 DR7306'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2021 (JDH)
 DR7306'THE MARK IS LOCATED ABOUT 5.9 MI (9.5 KM) EAST-SOUTHEAST OF AGNOS, 4.9
 DR7306'MI (7.9 KM) WEST-SOUTHWEST OF STUART AND 1.0 MI (1.6 KM)
 DR7306'NORTH-NORTHEAST OF ASH FLAT.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7306'
 DR7306'TO REACH FROM THE INTERSECTION OF US HIGHWAY 167 AND US HIGHWAY
 DR7306'62/412, HEAD SOUTH 70 FT (21.3 M) FROM THAT INTERSECTION TO THE
 DR7306'STATION ON THE LEFT, IN THE CONCRETE BASE FOR A SIGNAL POLE.
 DR7306'
 DR7306'IT IS 27 FT (8.2 M) NORTHEAST OF AN ASPHALT DRIVE, 16 FT (4.9 M) SOUTH
 DR7306'OF A MANHOLE, 40 FT (12.2 M) SOUTHEAST OF HIGHWAY 167 CENTERLINE AND
 DR7306'78 FT (23.8 M) NORTHWEST OF THE NORTHWEST CORNER OF A METAL BUILDING.
 DR7306
 DR7306                          STATION RECOVERY (2025)
 DR7306
 DR7306'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2025 (WAT)
 DR7306'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR7471 ***********************************************************************
 DR7471  DESIGNATION -  D 358
 DR7471  PID         -  DR7471
 DR7471  STATE/COUNTY-  AR/DALLAS
 DR7471  COUNTRY     -  US
 DR7471  USGS QUAD   -  FORDYCE (2017)
 DR7471
 DR7471                         *CURRENT SURVEY CONTROL
 DR7471  ______________________________________________________________________
 DR7471* NAD 83(1986) POSITION- 33 48 47.2    (N) 092 26 35.9    (W)   HD_HELD2
 DR7471* NAVD 88 ORTHO HEIGHT -    86.316 (meters)      283.19  (feet) ADJUSTED
 DR7471  ______________________________________________________________________
 DR7471  GEOID HEIGHT    -        -26.087 (meters)                     GEOID18
 DR7471  DYNAMIC HEIGHT  -         86.227 (meters)      282.90  (feet) COMP
 DR7471  MODELED GRAVITY -    979,612.7   (mgal)                       NAVD 88
 DR7471
 DR7471  VERT ORDER      -  SECOND    CLASS I
 DR7471
 DR7471.The horizontal coordinates were established by autonomous hand held GPS
 DR7471.observations and have an estimated accuracy of +/- 10 meters.
 DR7471
 DR7471.The orthometric height was determined by differential leveling and
 DR7471.adjusted by the NATIONAL GEODETIC SURVEY
 DR7471.in January 2022.
 DR7471
 DR7471.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7471.GEOID18 height accuracy estimate available here.
 DR7471
 DR7471.Click photographs - Photos may exist for this station.
 DR7471
 DR7471.The dynamic height is computed by dividing the NAVD 88
 DR7471.geopotential number by the normal gravity value computed on the
 DR7471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7471.degrees latitude (g = 980.6199 gals.).
 DR7471
 DR7471.The modeled gravity was interpolated from observed gravity values.
 DR7471
 DR7471;                    North         East    Units  Estimated Accuracy
 DR7471;SPC AR S     -   527,243.      358,959.      MT  (+/- 10 meters HH2 GPS)
 DR7471
 DR7471_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT5152241573(NAD 83)
 DR7471
 DR7471                          SUPERSEDED SURVEY CONTROL
 DR7471
 DR7471.No superseded survey control is available for this station.
 DR7471
 DR7471_MARKER: DB = BENCH MARK DISK
 DR7471_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DR7471_SP_SET: HEADWALL
 DR7471_STAMPING: D 358 2021
 DR7471_MARK LOGO: ARHD
 DR7471_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR7471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR7471+STABILITY: SURFACE MOTION
 DR7471_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR7471+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2021
 DR7471
 DR7471  HISTORY     - Date     Condition        Report By
 DR7471  HISTORY     - 20211026 MONUMENTED       ARHD
 DR7471
 DR7471                          STATION DESCRIPTION
 DR7471
 DR7471'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2021 (JDH)
 DR7471'THE MARK IS LOCATED ABOUT 6.7 MI (10.8 KM) EAST-NORTHEAST OF
 DR7471'HOPEVILLE, 4.6 MI (7.4 KM) NORTH OF CHAMBERSVILLE AND 1.8 MI (2.9 KM)
 DR7471'WEST OF FORDYCE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7471'
 DR7471'TO REACH FROM THE INTERSECTION OF US HIGHWAY 167 AND STATE HIGHWAY
 DR7471'79B, GO EAST ON HIGHWAY 79B FOR 0.4 MI (0.6 KM) TO THE STATION ON THE
 DR7471'LEFT, IN THE CENTER OF THE NORTH HEADWALL.
 DR7471'
 DR7471'IT IS IN THE CENTER OF THE NORTH HEADWALL, 71 FT (21.6 M) WEST OF
 DR7471'ESTES STREET CENTERLINE, 43 FT (13.1 M) SOUTHWEST OF A FIRE HYDRANT
 DR7471'AND 19 FT (5.8 M) NORTH OF HIGHWAY 79B CENTERLINE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR8568 ***********************************************************************
 DR8568  DESIGNATION -  D 359
 DR8568  PID         -  DR8568
 DR8568  STATE/COUNTY-  AR/FRANKLIN
 DR8568  COUNTRY     -  US
 DR8568  USGS QUAD   -  OZARK (2017)
 DR8568
 DR8568                         *CURRENT SURVEY CONTROL
 DR8568  ______________________________________________________________________
 DR8568* NAD 83(1986) POSITION- 35 29 47.9    (N) 093 50 38.0    (W)   HD_HELD2
 DR8568* NAVD 88 ORTHO HEIGHT -   147.321 (meters)      483.34  (feet) ADJUSTED
 DR8568  ______________________________________________________________________
 DR8568  GEOID HEIGHT    -        -29.207 (meters)                     GEOID18
 DR8568  DYNAMIC HEIGHT  -        147.186 (meters)      482.89  (feet) COMP
 DR8568  MODELED GRAVITY -    979,713.0   (mgal)                       NAVD 88
 DR8568
 DR8568  VERT ORDER      -  SECOND    CLASS I
 DR8568
 DR8568.The horizontal coordinates were established by autonomous hand held GPS
 DR8568.observations and have an estimated accuracy of +/- 10 meters.
 DR8568
 DR8568.The orthometric height was determined by differential leveling and
 DR8568.adjusted by the NATIONAL GEODETIC SURVEY
 DR8568.in February 2023.
 DR8568
 DR8568.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8568.GEOID18 height accuracy estimate available here.
 DR8568
 DR8568.Click photographs - Photos may exist for this station.
 DR8568
 DR8568.The dynamic height is computed by dividing the NAVD 88
 DR8568.geopotential number by the normal gravity value computed on the
 DR8568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR8568.degrees latitude (g = 980.6199 gals.).
 DR8568
 DR8568.The modeled gravity was interpolated from observed gravity values.
 DR8568
 DR8568;                    North         East    Units  Estimated Accuracy
 DR8568;SPC AR N     -   130,625.      232,718.      MT  (+/- 10 meters HH2 GPS)
 DR8568
 DR8568_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV2346128447(NAD 83)
 DR8568
 DR8568                          SUPERSEDED SURVEY CONTROL
 DR8568
 DR8568.No superseded survey control is available for this station.
 DR8568
 DR8568_MARKER: DB = BENCH MARK DISK
 DR8568_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DR8568+WITH SETTING: PAVEMENT
 DR8568_SP_SET: FLAG POLE CONCRETE BASE
 DR8568_STAMPING: D 359 2022
 DR8568_MARK LOGO: ARHD
 DR8568_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR8568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR8568+STABILITY: SURFACE MOTION
 DR8568_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR8568+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2022
 DR8568
 DR8568  HISTORY     - Date     Condition        Report By
 DR8568  HISTORY     - 20221102 MONUMENTED       ARHD
 DR8568
 DR8568                          STATION DESCRIPTION
 DR8568
 DR8568'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2022 (JDH)
 DR8568'THE STATION IS LOCATED ABOUT 5.4 MI (8.7 KM) SOUTHEAST OF CRAVENS, 5.4
 DR8568'MI (8.6 KM) SOUTH OF WATALULA AND 1.1 MI (1.8 KM) NORTHWEST OF OZARK.
 DR8568'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR8568'
 DR8568'TO REACH FROM THE INTERSECTION OF US HIGHWAY 64 AND STATE HIGHWAY 23
 DR8568'N, HEAD NORTH ALONG HIGHWAY 23 FOR 0.52 MI (0.84 KM)TO THE STATION ON
 DR8568'THE LEFT.
 DR8568'
 DR8568'IT IS 6 FT (1.8 M) WEST OF A FENCE, 6 FT (1.8 M) SOUTHWEST OF THE
 DR8568'SOUTHWEST CORNER ARDOT OFFICE, 1 FT (0.3 M) SOUTHWEST OF A FLAG POLE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0340 ***********************************************************************
 GF0340  DESIGNATION -  D 36
 GF0340  PID         -  GF0340
 GF0340  STATE/COUNTY-  AR/BOONE
 GF0340  COUNTRY     -  US
 GF0340  USGS QUAD   -  BERGMAN (2017)
 GF0340
 GF0340                         *CURRENT SURVEY CONTROL
 GF0340  ______________________________________________________________________
 GF0340* NAD 83(1986) POSITION- 36 17 24.     (N) 093 03 31.     (W)   SCALED
 GF0340* NAVD 88 ORTHO HEIGHT -   414.324 (meters)     1359.33  (feet) ADJUSTED
 GF0340  ______________________________________________________________________
 GF0340  GEOID HEIGHT    -        -28.325 (meters)                     GEOID18
 GF0340  DYNAMIC HEIGHT  -        413.955 (meters)     1358.12  (feet) COMP
 GF0340  MODELED GRAVITY -    979,728.8   (mgal)                       NAVD 88
 GF0340
 GF0340  VERT ORDER      -  SECOND    CLASS 0
 GF0340
 GF0340.The horizontal coordinates were scaled from a map and have
 GF0340.an estimated accuracy of +/- 6 seconds.
 GF0340
 GF0340.The orthometric height was determined by differential leveling and
 GF0340.adjusted by the NATIONAL GEODETIC SURVEY
 GF0340.in June 1991.
 GF0340
 GF0340.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0340.GEOID18 height accuracy estimate available here.
 GF0340
 GF0340.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA947161(NAD 83)
 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
 GF0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0340.See file dsdata.pdf to determine how the superseded data were derived.
 GF0340
 GF0340_MARKER: DB = BENCH MARK DISK
 GF0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0340_STAMPING: D 36 1934
 GF0340_MARK LOGO: CGS
 GF0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0340+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DR9504 ***********************************************************************
 DR9504  DESIGNATION -  D 360
 DR9504  PID         -  DR9504
 DR9504  STATE/COUNTY-  AR/FAULKNER
 DR9504  COUNTRY     -  US
 DR9504  USGS QUAD   -  CONWAY (2017)
 DR9504
 DR9504                         *CURRENT SURVEY CONTROL
 DR9504  ______________________________________________________________________
 DR9504* NAD 83(1986) POSITION- 35 04 32.8    (N) 092 23 04.6    (W)   HD_HELD2
 DR9504* NAVD 88 ORTHO HEIGHT -    91.128 (meters)      298.98  (feet) ADJUSTED
 DR9504  ______________________________________________________________________
 DR9504  GEOID HEIGHT    -        -27.836 (meters)                     GEOID18
 DR9504  DYNAMIC HEIGHT  -         91.043 (meters)      298.70  (feet) COMP
 DR9504  MODELED GRAVITY -    979,695.2   (mgal)                       NAVD 88
 DR9504
 DR9504  VERT ORDER      -  FIRST     CLASS II
 DR9504
 DR9504.The horizontal coordinates were established by autonomous hand held GPS
 DR9504.observations and have an estimated accuracy of +/- 10 meters.
 DR9504
 DR9504.The orthometric height was determined by differential leveling and
 DR9504.adjusted by the NATIONAL GEODETIC SURVEY
 DR9504.in January 2024.
 DR9504
 DR9504.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9504.GEOID18 height accuracy estimate available here.
 DR9504
 DR9504.Click photographs - Photos may exist for this station.
 DR9504
 DR9504.The dynamic height is computed by dividing the NAVD 88
 DR9504.geopotential number by the normal gravity value computed on the
 DR9504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9504.degrees latitude (g = 980.6199 gals.).
 DR9504
 DR9504.The modeled gravity was interpolated from observed gravity values.
 DR9504
 DR9504;                    North         East    Units  Estimated Accuracy
 DR9504;SPC AR N     -    82,437.      364,923.      MT  (+/- 10 meters HH2 GPS)
 DR9504
 DR9504_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5610381619(NAD 83)
 DR9504
 DR9504                          SUPERSEDED SURVEY CONTROL
 DR9504
 DR9504.No superseded survey control is available for this station.
 DR9504
 DR9504_MARKER: DB = BENCH MARK DISK
 DR9504_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR9504_SP_SET: ELECTRICAL BOX BASE
 DR9504_STAMPING: D 360 2023
 DR9504_MARK LOGO: ARHD
 DR9504_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR9504_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR9504_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR9504+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2023
 DR9504
 DR9504  HISTORY     - Date     Condition        Report By
 DR9504  HISTORY     - 20230920 MONUMENTED       ARHD
 DR9504
 DR9504                          STATION DESCRIPTION
 DR9504
 DR9504'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2023 (JDH)
 DR9504'THE MARK IS LOCATED ABOUT 7.8 MI (12.6 KM) EAST-SOUTHEAST OF GLEASON,
 DR9504'4.5 MI (7.2 KM) WEST OF HAMLET AND 3.4 MI (5.5 KM) EAST-SOUTHEAST OF
 DR9504'CONWAY.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR9504'
 DR9504'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 286 AND CITY STREET
 DR9504'EAST GERMAN LANE, HEAD NORTH ALONG EAST GERMAN LANE FOR 0.6 MI (1.0
 DR9504'KM) TO CITY STREET MIDDLE ROAD.  TURN RIGHT AND HEAD EAST ALONG MIDDLE
 DR9504'ROAD FOR 0.9 MI (1.4 KM) TO THE STATION ON THE RIGHT, IN THE NORTH
 DR9504'CENTER OF ELECTRICAL CONCRETE SLAB.
 DR9504'
 DR9504'IT IS 76 FT (23.2 M) SOUTHWEST OF MIDDLE ROAD AND SKUNK HOLLOW ROAD
 DR9504'INTERSECTION, 47 FT (14.3 M) SOUTH OF MIDDLE ROAD CENTERLINE, 22 FT
 DR9504'(6.7 M) SOUTH OF POWER POLE AND 1 FT (0.3 M) NORTH OF AN AT AND T
 DR9504'UNDERGROUND CABLE BOX.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DS1899 ***********************************************************************
 DS1899  DESIGNATION -  D 361
 DS1899  PID         -  DS1899
 DS1899  STATE/COUNTY-  AR/SCOTT
 DS1899  COUNTRY     -  US
 DS1899  USGS QUAD   -  BOLES (2017)
 DS1899
 DS1899                         *CURRENT SURVEY CONTROL
 DS1899  ______________________________________________________________________
 DS1899* NAD 83(1986) POSITION- 34 52 09.7    (N) 094 04 53.3    (W)   HD_HELD2
 DS1899* NAVD 88 ORTHO HEIGHT -   228.964 (meters)      751.19  (feet) ADJUSTED
 DS1899  ______________________________________________________________________
 DS1899  GEOID HEIGHT    -        -30.605 (meters)                     GEOID18
 DS1899  DYNAMIC HEIGHT  -        228.725 (meters)      750.41  (feet) COMP
 DS1899  MODELED GRAVITY -    979,587.2   (mgal)                       NAVD 88
 DS1899
 DS1899  VERT ORDER      -  FIRST     CLASS II
 DS1899
 DS1899.The horizontal coordinates were established by autonomous hand held GPS
 DS1899.observations and have an estimated accuracy of +/- 10 meters.
 DS1899
 DS1899.The orthometric height was determined by differential leveling and
 DS1899.adjusted by the NATIONAL GEODETIC SURVEY
 DS1899.in August 2024.
 DS1899
 DS1899.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS1899.GEOID18 height accuracy estimate available here.
 DS1899
 DS1899.Click photographs - Photos may exist for this station.
 DS1899
 DS1899.The dynamic height is computed by dividing the NAVD 88
 DS1899.geopotential number by the normal gravity value computed on the
 DS1899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS1899.degrees latitude (g = 980.6199 gals.).
 DS1899
 DS1899.The modeled gravity was interpolated from observed gravity values.
 DS1899
 DS1899;                    North         East    Units  Estimated Accuracy
 DS1899;SPC AR N     -    61,480.      209,696.      MT  (+/- 10 meters HH2 GPS)
 DS1899
 DS1899_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU0115559089(NAD 83)
 DS1899
 DS1899                          SUPERSEDED SURVEY CONTROL
 DS1899
 DS1899.No superseded survey control is available for this station.
 DS1899
 DS1899_MARKER: DB = BENCH MARK DISK
 DS1899_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DS1899_SP_SET: HEADWALL
 DS1899_STAMPING: D 361 2024
 DS1899_MARK LOGO: ARHD
 DS1899_PROJECTION: FLUSH
 DS1899_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS1899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS1899+STABILITY: SURFACE MOTION
 DS1899_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS1899+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2024
 DS1899
 DS1899  HISTORY     - Date     Condition        Report By
 DS1899  HISTORY     - 20240321 MONUMENTED       ARHD
 DS1899
 DS1899                          STATION DESCRIPTION
 DS1899
 DS1899'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (JDH)
 DS1899'THE MARK IS LOCATED ABOUT 7.4 MI (11.9 KM) SOUTHEAST OF HON, 6.5 MI
 DS1899'(10.5 KM) NORTH-NORTHWEST OF BOLES AND 2.1 MI (3.4 KM) SOUTH-SOUTHEAST
 DS1899'OF WALDRON.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DS1899'
 DS1899'TO REACH FROM THE INTERSECTION OF US HIGHWAY 71 AND US HIGHWAY 71B GO
 DS1899'NORTH DOWN HIGHWAY 71 FOR 1.15 MI (1.85 KM) TO THE STATION ON THE
 DS1899'LEFT, A ALUMINUM CAP SET IN E END OF HEADWALL W OF HIGHWAY 71.
 DS1899'
 DS1899'IT IS 54 FT (16.5 M) SOUTHWEST OF THE CENTERLINE OF HWY71, 48 FT (14.6
 DS1899'M) NORTHEAST OF WEBBED FENCE 5 FT (1.5 M) TALL AND 37 FT (11.3 M)
 DS1899'NORTH OF CENTER OF END OF CONCRETE DITCH.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DS1951 ***********************************************************************
 DS1951  DESIGNATION -  D 362
 DS1951  PID         -  DS1951
 DS1951  STATE/COUNTY-  AR/CRAWFORD
 DS1951  COUNTRY     -  US
 DS1951  USGS QUAD   -  BARLING (2017)
 DS1951
 DS1951                         *CURRENT SURVEY CONTROL
 DS1951  ______________________________________________________________________
 DS1951* NAD 83(1986) POSITION- 35 21 12.0    (N) 094 17 41.6    (W)   HD_HELD2
 DS1951* NAVD 88 ORTHO HEIGHT -   121.980 (meters)      400.20  (feet) ADJUSTED
 DS1951  ______________________________________________________________________
 DS1951  GEOID HEIGHT    -        -30.106 (meters)                     GEOID18
 DS1951  DYNAMIC HEIGHT  -        121.866 (meters)      399.82  (feet) COMP
 DS1951  MODELED GRAVITY -    979,691.3   (mgal)                       NAVD 88
 DS1951
 DS1951  VERT ORDER      -  FIRST     CLASS II
 DS1951
 DS1951.The horizontal coordinates were established by autonomous hand held GPS
 DS1951.observations and have an estimated accuracy of +/- 10 meters.
 DS1951
 DS1951.The orthometric height was determined by differential leveling and
 DS1951.adjusted by the NATIONAL GEODETIC SURVEY
 DS1951.in September 2024.
 DS1951
 DS1951.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS1951.GEOID18 height accuracy estimate available here.
 DS1951
 DS1951.Click photographs - Photos may exist for this station.
 DS1951
 DS1951.The dynamic height is computed by dividing the NAVD 88
 DS1951.geopotential number by the normal gravity value computed on the
 DS1951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS1951.degrees latitude (g = 980.6199 gals.).
 DS1951
 DS1951.The modeled gravity was interpolated from observed gravity values.
 DS1951
 DS1951;                    North         East    Units  Estimated Accuracy
 DS1951;SPC AR N     -   115,591.      191,439.      MT  (+/- 10 meters HH2 GPS)
 DS1951
 DS1951_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV8234612996(NAD 83)
 DS1951
 DS1951                          SUPERSEDED SURVEY CONTROL
 DS1951
 DS1951.No superseded survey control is available for this station.
 DS1951
 DS1951_MARKER: DV = VERTICAL CONTROL DISK
 DS1951_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DS1951_SP_SET: BRIDGE PILLAR
 DS1951_STAMPING: D 362 2024
 DS1951_MARK LOGO: ARHD
 DS1951_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS1951_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS1951_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DS1951+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2024
 DS1951
 DS1951  HISTORY     - Date     Condition        Report By
 DS1951  HISTORY     - 20240509 MONUMENTED       ARHD
 DS1951
 DS1951                          STATION DESCRIPTION
 DS1951
 DS1951'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (JDH)
 DS1951'THE MARK IS LOCATED ABOUT 6.2 MI (10.0 KM) EAST-SOUTHEAST OF FORT
 DS1951'SMITH, 6.2 MI (10.0 KM) EAST-NORTHEAST OF SOUTH FORT SMITH AND 2.0 MI
 DS1951'(3.2 KM) NORTH OF BARLING.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DS1951'
 DS1951'TO REACH FROM THE INTERSECTION OF FRONTIER ROAD AND FORT STREET HEAD
 DS1951'NORTH ON FRONTIER ROAD FOR 2.6 MI (4.2 KM) TO THE LOCK AND DAM ROAD ON
 DS1951'YOUR LEFT, THEN SOUTH ON LOCK AND DAM ROAD FOR 0.40 MI (0.64 KM) TO
 DS1951'THE STATION ON THE RIGHT, AN ALUMINUM CAP SET VERTICAL IN A BRIDGE
 DS1951'PILLAR.
 DS1951'
 DS1951'IT IS 49.5 FT (15.1 M) SOUTH OF CENTER OF LOCK AND DAM ROAD AND 16.5
 DS1951'FT (5.0 M) EAST OF WEST BRIDGE PILLAR.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DS2474 ***********************************************************************
 DS2474  DESIGNATION -  D 363
 DS2474  PID         -  DS2474
 DS2474  STATE/COUNTY-  AR/COLUMBIA
 DS2474  COUNTRY     -  US
 DS2474  USGS QUAD   -  MAGNOLIA (2017)
 DS2474
 DS2474                         *CURRENT SURVEY CONTROL
 DS2474  ______________________________________________________________________
 DS2474* NAD 83(1986) POSITION- 33 19 54.2    (N) 093 13 08.3    (W)   HD_HELD2
 DS2474* NAVD 88 ORTHO HEIGHT -   103.601 (meters)      339.90  (feet) ADJUSTED
 DS2474  ______________________________________________________________________
 DS2474  GEOID HEIGHT    -        -26.466 (meters)                     GEOID18
 DS2474  DYNAMIC HEIGHT  -        103.490 (meters)      339.53  (feet) COMP
 DS2474  MODELED GRAVITY -    979,567.1   (mgal)                       NAVD 88
 DS2474
 DS2474  VERT ORDER      -  SECOND    CLASS I
 DS2474
 DS2474.The horizontal coordinates were established by autonomous hand held GPS
 DS2474.observations and have an estimated accuracy of +/- 10 meters.
 DS2474
 DS2474.The orthometric height was determined by differential leveling and
 DS2474.adjusted by the NATIONAL GEODETIC SURVEY
 DS2474.in October 2024.
 DS2474
 DS2474.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS2474.GEOID18 height accuracy estimate available here.
 DS2474
 DS2474.Click photographs - Photos may exist for this station.
 DS2474
 DS2474.The dynamic height is computed by dividing the NAVD 88
 DS2474.geopotential number by the normal gravity value computed on the
 DS2474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS2474.degrees latitude (g = 980.6199 gals.).
 DS2474
 DS2474.The modeled gravity was interpolated from observed gravity values.
 DS2474
 DS2474;                    North         East    Units  Estimated Accuracy
 DS2474;SPC AR S     -   474,440.      286,515.      MT  (+/- 10 meters HH2 GPS)
 DS2474
 DS2474_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS7962188084(NAD 83)
 DS2474
 DS2474                          SUPERSEDED SURVEY CONTROL
 DS2474
 DS2474.No superseded survey control is available for this station.
 DS2474
 DS2474_MARKER: DB = BENCH MARK DISK
 DS2474_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DS2474_SP_SET: HEADWALL
 DS2474_STAMPING: D 363 2024
 DS2474_MARK LOGO: ARHD
 DS2474_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS2474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS2474+STABILITY: SURFACE MOTION
 DS2474_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DS2474+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2024
 DS2474
 DS2474  HISTORY     - Date     Condition        Report By
 DS2474  HISTORY     - 20240903 MONUMENTED       ARHD
 DS2474
 DS2474                          STATION DESCRIPTION
 DS2474
 DS2474'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (JDH)
 DS2474'THE MARK IS LOCATED ABOUT 5.8 MI (9.3 KM) SOUTHEAST OF LAMARTINE, 4.6
 DS2474'MI (7.4 KM) EAST-SOUTHEAST OF WALDO AND 4.6 MI (7.4 KM)
 DS2474'NORTH-NORTHEAST OF MAGNOLIA.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DS2474'
 DS2474'TO REACH FROM THE INTERSECTION OF US HIGHWAY 82 AND STATE HIGHWAY 355,
 DS2474'HEAD NORTH ALONG MULERIDER TRAIL FOR 2.62 MI (4.22 KM) TO THE STATION
 DS2474'ON THE RIGHT, AN ALUMINUM CAP SET IN THE CENTER OF THE EAST HEADWALL.
 DS2474'
 DS2474'IT IS 63 FT (19.2 M) SOUTH OF A POWER POLE AND 18 FT (5.5 M) SOUTHEAST
 DS2474'OF MULERIDER TRAIL CENTERLINE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DS3556 ***********************************************************************
 DS3556  DESIGNATION -  D 364
 DS3556  PID         -  DS3556
 DS3556  STATE/COUNTY-  AR/MILLER
 DS3556  COUNTRY     -  US
 DS3556  USGS QUAD   -  MANDEVILLE (2017)
 DS3556
 DS3556                         *CURRENT SURVEY CONTROL
 DS3556  ______________________________________________________________________
 DS3556* NAD 83(1986) POSITION- 33 23 36.9    (N) 093 58 42.9    (W)   HD_HELD2
 DS3556* NAVD 88 ORTHO HEIGHT -   102.795 (meters)      337.25  (feet) ADJUSTED
 DS3556  ______________________________________________________________________
 DS3556  GEOID HEIGHT    -        -26.866 (meters)                     GEOID18
 DS3556  DYNAMIC HEIGHT  -        102.685 (meters)      336.89  (feet) COMP
 DS3556  MODELED GRAVITY -    979,568.0   (mgal)                       NAVD 88
 DS3556
 DS3556  VERT ORDER      -  FIRST     CLASS II
 DS3556
 DS3556.The horizontal coordinates were established by autonomous hand held GPS
 DS3556.observations and have an estimated accuracy of +/- 10 meters.
 DS3556
 DS3556.The orthometric height was determined by differential leveling and
 DS3556.adjusted by the NATIONAL GEODETIC SURVEY
 DS3556.in January 2026.
 DS3556
 DS3556.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3556.GEOID18 height accuracy estimate available here.
 DS3556
 DS3556.Click photographs - Photos may exist for this station.
 DS3556
 DS3556.The dynamic height is computed by dividing the NAVD 88
 DS3556.geopotential number by the normal gravity value computed on the
 DS3556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS3556.degrees latitude (g = 980.6199 gals.).
 DS3556
 DS3556.The modeled gravity was interpolated from observed gravity values.
 DS3556
 DS3556;                    North         East    Units  Estimated Accuracy
 DS3556;SPC AR S     -   482,404.      215,935.      MT  (+/- 10 meters HH2 GPS)
 DS3556
 DS3556_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS0899195348(NAD 83)
 DS3556
 DS3556                          SUPERSEDED SURVEY CONTROL
 DS3556
 DS3556.No superseded survey control is available for this station.
 DS3556
 DS3556_MARKER: DB = BENCH MARK DISK
 DS3556_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DS3556_SP_SET: HEADWALL
 DS3556_STAMPING: D 364 2025
 DS3556_MARK LOGO: ARHD
 DS3556_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS3556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS3556+STABILITY: SURFACE MOTION
 DS3556_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DS3556+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2025
 DS3556
 DS3556  HISTORY     - Date     Condition        Report By
 DS3556  HISTORY     - 20250602 MONUMENTED       ARHD
 DS3556
 DS3556                          STATION DESCRIPTION
 DS3556
 DS3556'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2025 (JDH)
 DS3556'THE MARK IS LOCATED ABOUT 10.6 MI (17.1 KM) NORTH-NORTHWEST OF FOUKE,
 DS3556'6.1 MI (9.8 KM) SOUTH OF MANDEVILLE AND 4.8 MI (7.7 KM) SOUTHEAST OF
 DS3556'TEXARKANA.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DS3556'
 DS3556'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 237 AND US HIGHWAY 71,
 DS3556'HEAD NORTH ALONG HIGHWAY 237 FOR 1.72 MI (2.77 KM) TO THE STATION ON
 DS3556'THE RIGHT, AN ALUMINUM CAP SET IN THE NORTH END OF THE EAST HEADWALL.
 DS3556'
 DS3556'IT IS 22 FT (6.7 M) WEST OF A POWER POLE AND 19 FT (5.8 M) EAST OF
 DS3556'HIGHWAY 237 CENTERLINE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DS3775 ***********************************************************************
 DS3775  DESIGNATION -  D 365
 DS3775  PID         -  DS3775
 DS3775  STATE/COUNTY-  AR/MADISON
 DS3775  COUNTRY     -  US
 DS3775  USGS QUAD   -  FORUM (2017)
 DS3775
 DS3775                         *CURRENT SURVEY CONTROL
 DS3775  ______________________________________________________________________
 DS3775* NAD 83(1986) POSITION- 36 09 04.6    (N) 093 40 48.5    (W)   HD_HELD2
 DS3775* NAVD 88 ORTHO HEIGHT -   459.783 (meters)     1508.47  (feet) ADJUSTED
 DS3775  ______________________________________________________________________
 DS3775  GEOID HEIGHT    -        -28.033 (meters)                     GEOID18
 DS3775  DYNAMIC HEIGHT  -        459.367 (meters)     1507.11  (feet) COMP
 DS3775  MODELED GRAVITY -    979,711.8   (mgal)                       NAVD 88
 DS3775
 DS3775  VERT ORDER      -  SECOND    CLASS I
 DS3775
 DS3775.The horizontal coordinates were established by autonomous hand held GPS
 DS3775.observations and have an estimated accuracy of +/- 10 meters.
 DS3775
 DS3775.The orthometric height was determined by differential leveling and
 DS3775.adjusted by the NATIONAL GEODETIC SURVEY
 DS3775.in January 2026.
 DS3775
 DS3775.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3775.GEOID18 height accuracy estimate available here.
 DS3775
 DS3775.Click photographs - Photos may exist for this station.
 DS3775
 DS3775.The dynamic height is computed by dividing the NAVD 88
 DS3775.geopotential number by the normal gravity value computed on the
 DS3775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS3775.degrees latitude (g = 980.6199 gals.).
 DS3775
 DS3775.The modeled gravity was interpolated from observed gravity values.
 DS3775
 DS3775;                    North         East    Units  Estimated Accuracy
 DS3775;SPC AR N     -   202,981.      248,812.      MT  (+/- 10 meters HH2 GPS)
 DS3775
 DS3775_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA3881700941(NAD 83)
 DS3775
 DS3775                          SUPERSEDED SURVEY CONTROL
 DS3775
 DS3775.No superseded survey control is available for this station.
 DS3775
 DS3775_MARKER: DB = BENCH MARK DISK
 DS3775_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DS3775_SP_SET: RETAINING WALL
 DS3775_STAMPING: D 365 2025
 DS3775_MARK LOGO: ARHD
 DS3775_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS3775_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3775_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3775+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2025
 DS3775
 DS3775  HISTORY     - Date     Condition        Report By
 DS3775  HISTORY     - 20250924 MONUMENTED       ARHD
 DS3775
 DS3775                          STATION DESCRIPTION
 DS3775
 DS3775'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2025 (JDH)
 DS3775'THE MARK IS LOCATED ABOUT 5.6 MI (9.0 KM) NORTHEAST OF HUNTSVILLE, 5.3
 DS3775'MI (8.5 KM) WEST OF MARBLE AND 2.8 MI (4.5 KM) SOUTHEAST OF FORUM.
 DS3775'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DS3775'
 DS3775'TO REACH FROM THE INTERSECTION OF US HIGHWAY 412 AND STATE HIGHWAY
 DS3775'127, HEAD NORTH ALONG HIGHWAY 127 FOR 1.32 MI (2.12 KM) TO THE STATION
 DS3775'ON THE RIGHT, AN ALUMINUM CAP SET IN THE WEST END OF THE NORTH
 DS3775'RETAINING WALL WHICH IS SET ON TOP OF BEDROCK AT A FENCE CORNER.
 DS3775'
 DS3775'IT IS 48 FT (14.6 M) EAST OF HIGHWAY 127 CENTERLINE AND 19 FT (5.8 M)
 DS3775'NORTH OF GRAVEL DRIVE CENTERLINE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0163 ***********************************************************************
 FG0163  DESIGNATION -  D 37
 FG0163  PID         -  FG0163
 FG0163  STATE/COUNTY-  AR/FAULKNER
 FG0163  COUNTRY     -  US
 FG0163  USGS QUAD   -  GREENBRIER (2017)
 FG0163
 FG0163                         *CURRENT SURVEY CONTROL
 FG0163  ______________________________________________________________________
 FG0163* NAD 83(1986) POSITION- 35 12 30.     (N) 092 25 30.     (W)   SCALED
 FG0163* NAVD 88 ORTHO HEIGHT -    98.487 (meters)      323.12  (feet) ADJUSTED
 FG0163  ______________________________________________________________________
 FG0163  GEOID HEIGHT    -        -28.085 (meters)                     GEOID18
 FG0163  DYNAMIC HEIGHT  -         98.395 (meters)      322.82  (feet) COMP
 FG0163  MODELED GRAVITY -    979,699.8   (mgal)                       NAVD 88
 FG0163
 FG0163  VERT ORDER      -  SECOND    CLASS 0
 FG0163
 FG0163.The horizontal coordinates were scaled from a map and have
 FG0163.an estimated accuracy of +/- 6 seconds.
 FG0163
 FG0163.The orthometric height was determined by differential leveling and
 FG0163.adjusted by the NATIONAL GEODETIC SURVEY
 FG0163.in June 1991.
 FG0163
 FG0163.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0163.GEOID18 height accuracy estimate available here.
 FG0163
 FG0163.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU523962(NAD 83)
 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
 FG0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0163.See file dsdata.pdf to determine how the superseded data were derived.
 FG0163
 FG0163_MARKER: DD = SURVEY DISK
 FG0163_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0163_STAMPING: D 37 1934
 FG0163_MARK LOGO: CGS+SS
 FG0163_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0163
 FG0163  HISTORY     - Date     Condition        Report By
 FG0163  HISTORY     - 1934     MONUMENTED       ARGS
 FG0163  HISTORY     - 20081208 MARK NOT FOUND   ARHD
 FG0163
 FG0163                          STATION DESCRIPTION
 FG0163
 FG0163'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1934
 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.
 FG0163
 FG0163                          STATION RECOVERY (2008)
 FG0163
 FG0163'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2008 (WDA)
 FG0163'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0119 ***********************************************************************
 GF0119  DESIGNATION -  D 37
 GF0119  PID         -  GF0119
 GF0119  STATE/COUNTY-  AR/BOONE
 GF0119  COUNTRY     -  US
 GF0119  USGS QUAD   -  ZINC (2017)
 GF0119
 GF0119                         *CURRENT SURVEY CONTROL
 GF0119  ______________________________________________________________________
 GF0119* NAD 83(1986) POSITION- 36 18 20.2    (N) 092 55 44.1    (W)   HD_HELD2
 GF0119* NAVD 88 ORTHO HEIGHT -   286.147 (meters)      938.80  (feet) ADJUSTED
 GF0119  ______________________________________________________________________
 GF0119  GEOID HEIGHT    -        -28.364 (meters)                     GEOID18
 GF0119  DYNAMIC HEIGHT  -        285.894 (meters)      937.97  (feet) COMP
 GF0119  MODELED GRAVITY -    979,742.7   (mgal)                       NAVD 88
 GF0119
 GF0119  VERT ORDER      -  SECOND    CLASS I
 GF0119
 GF0119.The horizontal coordinates were established by autonomous hand held GPS
 GF0119.observations and have an estimated accuracy of +/- 10 meters.
 GF0119
 GF0119.The orthometric height was determined by differential leveling and
 GF0119.adjusted by the NATIONAL GEODETIC SURVEY
 GF0119.in June 1991.
 GF0119
 GF0119.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0119.GEOID18 height accuracy estimate available here.
 GF0119
 GF0119.Click photographs - Photos may exist for this station.
 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     -   219,210.      316,570.      MT  (+/- 10 meters HH2 GPS)
 GF0119
 GF0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA0638117848(NAD 83)
 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
 GF0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0119.See file dsdata.pdf to determine how the superseded data were derived.
 GF0119
 GF0119_MARKER: DB = BENCH MARK DISK
 GF0119_SETTING: 66 = SET IN ROCK OUTCROP
 GF0119_STAMPING: D 37 1934
 GF0119_MARK LOGO: CGS
 GF0119_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GF0119+STABILITY: POSITION/ELEVATION WELL
 GF0119_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GF0119+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2015
 GF0119
 GF0119  HISTORY     - Date     Condition        Report By
 GF0119  HISTORY     - 1934     MONUMENTED       CGS
 GF0119  HISTORY     - 20150226 GOOD             ARHD
 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.
 GF0119
 GF0119                          STATION RECOVERY (2015)
 GF0119
 GF0119'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 GF0119'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0164 ***********************************************************************
 FG0164  DESIGNATION -  D 38
 FG0164  PID         -  FG0164
 FG0164  STATE/COUNTY-  AR/FAULKNER
 FG0164  COUNTRY     -  US
 FG0164  USGS QUAD   -  GREENBRIER (2017)
 FG0164
 FG0164                         *CURRENT SURVEY CONTROL
 FG0164  ______________________________________________________________________
 FG0164* NAD 83(1986) POSITION- 35 13 19.     (N) 092 24 01.     (W)   SCALED
 FG0164* NAVD 88 ORTHO HEIGHT -   105.520 (meters)      346.19  (feet) ADJUSTED
 FG0164  ______________________________________________________________________
 FG0164  GEOID HEIGHT    -        -28.049 (meters)                     GEOID18
 FG0164  DYNAMIC HEIGHT  -        105.422 (meters)      345.87  (feet) COMP
 FG0164  MODELED GRAVITY -    979,698.6   (mgal)                       NAVD 88
 FG0164
 FG0164  VERT ORDER      -  SECOND    CLASS 0
 FG0164
 FG0164.The horizontal coordinates were scaled from a map and have
 FG0164.an estimated accuracy of +/- 6 seconds.
 FG0164
 FG0164.The orthometric height was determined by differential leveling and
 FG0164.adjusted by the NATIONAL GEODETIC SURVEY
 FG0164.in June 1991.
 FG0164
 FG0164.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0164.GEOID18 height accuracy estimate available here.
 FG0164
 FG0164.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU545978(NAD 83)
 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
 FG0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0164.See file dsdata.pdf to determine how the superseded data were derived.
 FG0164
 FG0164_MARKER: DD = SURVEY DISK
 FG0164_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0164_STAMPING: D 38 1934
 FG0164_MARK LOGO: CGS+SS
 FG0164_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0164
 FG0164  HISTORY     - Date     Condition        Report By
 FG0164  HISTORY     - 1934     MONUMENTED       ARGS
 FG0164  HISTORY     - 1960     MARK NOT FOUND   CGS
 FG0164  HISTORY     - 20081208 MARK NOT FOUND   ARHD
 FG0164
 FG0164                          STATION DESCRIPTION
 FG0164
 FG0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 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.
 FG0164
 FG0164                          STATION RECOVERY (2008)
 FG0164
 FG0164'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2008 (WDA)
 FG0164'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0051 ***********************************************************************
 GF0051  DESIGNATION -  D 39
 GF0051  PID         -  GF0051
 GF0051  STATE/COUNTY-  AR/BAXTER
 GF0051  COUNTRY     -  US
 GF0051  USGS QUAD   -  NORFORK (2017)
 GF0051
 GF0051                         *CURRENT SURVEY CONTROL
 GF0051  ______________________________________________________________________
 GF0051* NAD 83(1986) POSITION- 36 13 04.     (N) 092 20 26.     (W)   SCALED
 GF0051* NAVD 88 ORTHO HEIGHT -   122.781 (meters)      402.82  (feet) ADJUSTED
 GF0051  ______________________________________________________________________
 GF0051  GEOID HEIGHT    -        -28.343 (meters)                     GEOID18
 GF0051  DYNAMIC HEIGHT  -        122.676 (meters)      402.48  (feet) COMP
 GF0051  MODELED GRAVITY -    979,779.9   (mgal)                       NAVD 88
 GF0051
 GF0051  VERT ORDER      -  SECOND    CLASS 0
 GF0051
 GF0051.The horizontal coordinates were scaled from a map and have
 GF0051.an estimated accuracy of +/- 6 seconds.
 GF0051
 GF0051.The orthometric height was determined by differential leveling and
 GF0051.adjusted by the NATIONAL GEODETIC SURVEY
 GF0051.in June 1991.
 GF0051
 GF0051.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0051.GEOID18 height accuracy estimate available here.
 GF0051
 GF0051.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA592083(NAD 83)
 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
 GF0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0051.See file dsdata.pdf to determine how the superseded data were derived.
 GF0051
 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_MARK LOGO: CGS
 GF0051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GF0051_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GF0051+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2010
 GF0051
 GF0051  HISTORY     - Date     Condition        Report By
 GF0051  HISTORY     - 1934     MONUMENTED       CGS
 GF0051  HISTORY     - 20100512 GOOD             ARHD
 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.
 GF0051
 GF0051                          STATION RECOVERY (2010)
 GF0051
 GF0051'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2010 (JDH)
 GF0051'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0004 ***********************************************************************
 FF0004  DESIGNATION -  D 4
 FF0004  PID         -  FF0004
 FF0004  STATE/COUNTY-  AR/POINSETT
 FF0004  COUNTRY     -  US
 FF0004  USGS QUAD   -  MARKED TREE (2017)
 FF0004
 FF0004                         *CURRENT SURVEY CONTROL
 FF0004  ______________________________________________________________________
 FF0004* NAD 83(1986) POSITION- 35 37 10.     (N) 090 28 27.     (W)   SCALED
 FF0004* NAVD 88 ORTHO HEIGHT -    66.366 (meters)      217.74  (feet) ADJUSTED
 FF0004  ______________________________________________________________________
 FF0004  GEOID HEIGHT    -        -27.793 (meters)                     GEOID18
 FF0004  DYNAMIC HEIGHT  -         66.308 (meters)      217.55  (feet) COMP
 FF0004  MODELED GRAVITY -    979,762.5   (mgal)                       NAVD 88
 FF0004
 FF0004  VERT ORDER      -  FIRST     CLASS II
 FF0004
 FF0004.The horizontal coordinates were scaled from a map and have
 FF0004.an estimated accuracy of +/- 6 seconds.
 FF0004
 FF0004.The orthometric height was determined by differential leveling and
 FF0004.adjusted by the NATIONAL GEODETIC SURVEY
 FF0004.in June 1991.
 FF0004
 FF0004.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0004.GEOID18 height accuracy estimate available here.
 FF0004
 FF0004.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV287446(NAD 83)
 FF0004
 FF0004                          SUPERSEDED SURVEY CONTROL
 FF0004
 FF0004  NGVD 29 (11/26/84)   66.291  (m)          217.49   (f) ADJUSTED    1 2
 FF0004
 FF0004.Superseded values are not recommended for survey control.
 FF0004
 FF0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0004.See file dsdata.pdf to determine how the superseded data were derived.
 FF0004
 FF0004_MARKER: DB = BENCH MARK DISK
 FF0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0004_STAMPING: 217.490 D 4 1928
 FF0004_MARK LOGO: CGS
 FF0004_PROJECTION: PROJECTING 10 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0579 ***********************************************************************
 GE0579  DESIGNATION -  D 40 RESET
 GE0579  PID         -  GE0579
 GE0579  STATE/COUNTY-  AR/FULTON
 GE0579  COUNTRY     -  US
 GE0579  USGS QUAD   -  SALEM (2017)
 GE0579
 GE0579                         *CURRENT SURVEY CONTROL
 GE0579  ______________________________________________________________________
 GE0579* NAD 83(1986) POSITION- 36 18 47.     (N) 091 46 05.     (W)   SCALED
 GE0579* NAVD 88 ORTHO HEIGHT -   247.441 (meters)      811.81  (feet) ADJUSTED
 GE0579  ______________________________________________________________________
 GE0579  GEOID HEIGHT    -        -28.237 (meters)                     GEOID18
 GE0579  DYNAMIC HEIGHT  -        247.232 (meters)      811.13  (feet) COMP
 GE0579  MODELED GRAVITY -    979,780.8   (mgal)                       NAVD 88
 GE0579
 GE0579  VERT ORDER      -  SECOND    CLASS 0
 GE0579
 GE0579.The horizontal coordinates were scaled from a map and have
 GE0579.an estimated accuracy of +/- 6 seconds.
 GE0579
 GE0579.The orthometric height was determined by differential leveling and
 GE0579.adjusted by the NATIONAL GEODETIC SURVEY
 GE0579.in June 1991.
 GE0579
 GE0579.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0579.GEOID18 height accuracy estimate available here.
 GE0579
 GE0579.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA105193(NAD 83)
 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
 GE0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0579.See file dsdata.pdf to determine how the superseded data were derived.
 GE0579
 GE0579_MARKER: DB = BENCH MARK DISK
 GE0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0579_STAMPING: D 40 1934 RESET 1955
 GE0579_MARK LOGO: CGS
 GE0579_PROJECTION: PROJECTING 21 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1581 ***********************************************************************
 FF1581  DESIGNATION -  D 43
 FF1581  PID         -  FF1581
 FF1581  STATE/COUNTY-  AR/IZARD
 FF1581  COUNTRY     -  US
 FF1581  USGS QUAD   -  MOUNT PLEASANT (2017)
 FF1581
 FF1581                         *CURRENT SURVEY CONTROL
 FF1581  ______________________________________________________________________
 FF1581* NAD 83(1986) POSITION- 35 52 58.     (N) 091 51 42.     (W)   SCALED
 FF1581* NAVD 88 ORTHO HEIGHT -    94.760 (meters)      310.89  (feet) ADJUSTED
 FF1581  ______________________________________________________________________
 FF1581  GEOID HEIGHT    -        -27.694 (meters)                     GEOID18
 FF1581  DYNAMIC HEIGHT  -         94.678 (meters)      310.62  (feet) COMP
 FF1581  MODELED GRAVITY -    979,777.5   (mgal)                       NAVD 88
 FF1581
 FF1581  VERT ORDER      -  SECOND    CLASS 0
 FF1581
 FF1581.The horizontal coordinates were scaled from a map and have
 FF1581.an estimated accuracy of +/- 6 seconds.
 FF1581
 FF1581.The orthometric height was determined by differential leveling and
 FF1581.adjusted by the NATIONAL GEODETIC SURVEY
 FF1581.in June 1991.
 FF1581
 FF1581.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1581.GEOID18 height accuracy estimate available here.
 FF1581
 FF1581.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV027715(NAD 83)
 FF1581
 FF1581                          SUPERSEDED SURVEY CONTROL
 FF1581
 FF1581  NGVD 29 (11/26/84)   94.672  (m)          310.60   (f) ADJUSTED    2 0
 FF1581
 FF1581.Superseded values are not recommended for survey control.
 FF1581
 FF1581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1581.See file dsdata.pdf to determine how the superseded data were derived.
 FF1581
 FF1581_MARKER: DB = BENCH MARK DISK
 FF1581_SETTING: 66 = SET IN ROCK OUTCROP
 FF1581_STAMPING: D 43 1934
 FF1581_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0176 ***********************************************************************
 FG0176  DESIGNATION -  D 43
 FG0176  PID         -  FG0176
 FG0176  STATE/COUNTY-  AR/FAULKNER
 FG0176  COUNTRY     -  US
 FG0176  USGS QUAD   -  GUY (2017)
 FG0176
 FG0176                         *CURRENT SURVEY CONTROL
 FG0176  ______________________________________________________________________
 FG0176* NAD 83(1986) POSITION- 35 19 22.     (N) 092 18 03.     (W)   SCALED
 FG0176* NAVD 88 ORTHO HEIGHT -   232.164 (meters)      761.69  (feet) ADJUSTED
 FG0176  ______________________________________________________________________
 FG0176  GEOID HEIGHT    -        -27.842 (meters)                     GEOID18
 FG0176  DYNAMIC HEIGHT  -        231.947 (meters)      760.98  (feet) COMP
 FG0176  MODELED GRAVITY -    979,694.7   (mgal)                       NAVD 88
 FG0176
 FG0176  VERT ORDER      -  SECOND    CLASS 0
 FG0176
 FG0176.The horizontal coordinates were scaled from a map and have
 FG0176.an estimated accuracy of +/- 6 seconds.
 FG0176
 FG0176.The orthometric height was determined by differential leveling and
 FG0176.adjusted by the NATIONAL GEODETIC SURVEY
 FG0176.in June 1991.
 FG0176
 FG0176.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0176.GEOID18 height accuracy estimate available here.
 FG0176
 FG0176.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV635090(NAD 83)
 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
 FG0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0176.See file dsdata.pdf to determine how the superseded data were derived.
 FG0176
 FG0176_MARKER: DD = SURVEY DISK
 FG0176_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0176_STAMPING: D 43 1934
 FG0176_MARK LOGO: CGS+SS
 FG0176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0176
 FG0176  HISTORY     - Date     Condition        Report By
 FG0176  HISTORY     - 1934     MONUMENTED       ARGS
 FG0176  HISTORY     - 20150411 MARK NOT FOUND   ARHD
 FG0176
 FG0176                          STATION DESCRIPTION
 FG0176
 FG0176'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1934
 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.
 FG0176
 FG0176                          STATION RECOVERY (2015)
 FG0176
 FG0176'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (WDA)
 FG0176'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0185 ***********************************************************************
 FG0185  DESIGNATION -  D 45
 FG0185  PID         -  FG0185
 FG0185  STATE/COUNTY-  AR/FAULKNER
 FG0185  COUNTRY     -  US
 FG0185  USGS QUAD   -  BARNEY (2017)
 FG0185
 FG0185                         *CURRENT SURVEY CONTROL
 FG0185  ______________________________________________________________________
 FG0185* NAD 83(1986) POSITION- 35 21 42.     (N) 092 13 50.     (W)   SCALED
 FG0185* NAVD 88 ORTHO HEIGHT -   197.628 (meters)      648.38  (feet) ADJUSTED
 FG0185  ______________________________________________________________________
 FG0185  GEOID HEIGHT    -        -27.739 (meters)                     GEOID18
 FG0185  DYNAMIC HEIGHT  -        197.445 (meters)      647.78  (feet) COMP
 FG0185  MODELED GRAVITY -    979,704.5   (mgal)                       NAVD 88
 FG0185
 FG0185  VERT ORDER      -  SECOND    CLASS 0
 FG0185
 FG0185.The horizontal coordinates were scaled from a map and have
 FG0185.an estimated accuracy of +/- 6 seconds.
 FG0185
 FG0185.The orthometric height was determined by differential leveling and
 FG0185.adjusted by the NATIONAL GEODETIC SURVEY
 FG0185.in June 1991.
 FG0185
 FG0185.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0185.GEOID18 height accuracy estimate available here.
 FG0185
 FG0185.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV699134(NAD 83)
 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
 FG0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0185.See file dsdata.pdf to determine how the superseded data were derived.
 FG0185
 FG0185_MARKER: DD = SURVEY DISK
 FG0185_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0185_STAMPING: D 45 1934
 FG0185_MARK LOGO: CGS+SS
 FG0185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0185
 FG0185  HISTORY     - Date     Condition        Report By
 FG0185  HISTORY     - 1934     MONUMENTED       ARGS
 FG0185  HISTORY     - 20150411 MARK NOT FOUND   ARHD
 FG0185
 FG0185                          STATION DESCRIPTION
 FG0185
 FG0185'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1934
 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.
 FG0185
 FG0185                          STATION RECOVERY (2015)
 FG0185
 FG0185'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (WDA)
 FG0185'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1293 ***********************************************************************
 FG1293  DESIGNATION -  D 45
 FG1293  PID         -  FG1293
 FG1293  STATE/COUNTY-  AR/FRANKLIN
 FG1293  COUNTRY     -  US
 FG1293  USGS QUAD   -  OZARK (2017)
 FG1293
 FG1293                         *CURRENT SURVEY CONTROL
 FG1293  ______________________________________________________________________
 FG1293* NAD 83(1986) POSITION- 35 23 56.6    (N) 093 50 34.0    (W)   HD_HELD2
 FG1293* NAVD 88 ORTHO HEIGHT -   167.128 (meters)      548.32  (feet) ADJUSTED
 FG1293  ______________________________________________________________________
 FG1293  GEOID HEIGHT    -        -29.531 (meters)                     GEOID18
 FG1293  DYNAMIC HEIGHT  -        166.971 (meters)      547.80  (feet) COMP
 FG1293  MODELED GRAVITY -    979,693.8   (mgal)                       NAVD 88
 FG1293
 FG1293  VERT ORDER      -  SECOND    CLASS 0
 FG1293
 FG1293.The horizontal coordinates were established by autonomous hand held GPS
 FG1293.observations and have an estimated accuracy of +/- 10 meters.
 FG1293
 FG1293.The orthometric height was determined by differential leveling and
 FG1293.adjusted by the NATIONAL GEODETIC SURVEY
 FG1293.in June 1991.
 FG1293
 FG1293.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1293.GEOID18 height accuracy estimate available here.
 FG1293
 FG1293.Click photographs - Photos may exist for this station.
 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     -   119,799.      232,617.      MT  (+/- 10 meters HH2 GPS)
 FG1293
 FG1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV2346917624(NAD 83)
 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
 FG1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1293.See file dsdata.pdf to determine how the superseded data were derived.
 FG1293
 FG1293_MARKER: DB = BENCH MARK DISK
 FG1293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1293_STAMPING: D 45 1934
 FG1293_MARK LOGO: CGS
 FG1293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1293+STABILITY: SURFACE MOTION
 FG1293_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FG1293+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2016
 FG1293
 FG1293  HISTORY     - Date     Condition        Report By
 FG1293  HISTORY     - 1934     MONUMENTED       CGS
 FG1293  HISTORY     - 1959     GOOD             CGS
 FG1293  HISTORY     - 1984     GOOD             NGS
 FG1293  HISTORY     - 20160307 GOOD             ARHD
 FG1293
 FG1293                          STATION DESCRIPTION
 FG1293
 FG1293'DESCRIBED BY COAST AND 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.
 FG1293
 FG1293                          STATION RECOVERY (2016)
 FG1293
 FG1293'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (WDA)
 FG1293'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1274 ***********************************************************************
 FG1274  DESIGNATION -  D 46
 FG1274  PID         -  FG1274
 FG1274  STATE/COUNTY-  AR/LOGAN
 FG1274  COUNTRY     -  US
 FG1274  USGS QUAD   -  MAGAZINE (2017)
 FG1274
 FG1274                         *CURRENT SURVEY CONTROL
 FG1274  ______________________________________________________________________
 FG1274* NAD 83(1986) POSITION- 35 08 50.     (N) 093 48 20.     (W)   SCALED
 FG1274* NAVD 88 ORTHO HEIGHT -   139.793 (meters)      458.64  (feet) ADJUSTED
 FG1274  ______________________________________________________________________
 FG1274  GEOID HEIGHT    -        -30.056 (meters)                     GEOID18
 FG1274  DYNAMIC HEIGHT  -        139.657 (meters)      458.19  (feet) COMP
 FG1274  MODELED GRAVITY -    979,657.4   (mgal)                       NAVD 88
 FG1274
 FG1274  VERT ORDER      -  SECOND    CLASS I
 FG1274
 FG1274.The horizontal coordinates were scaled from a map and have
 FG1274.an estimated accuracy of +/- 6 seconds.
 FG1274
 FG1274.The orthometric height was determined by differential leveling and
 FG1274.adjusted by the NATIONAL GEODETIC SURVEY
 FG1274.in September 2023.
 FG1274
 FG1274.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1274.GEOID18 height accuracy estimate available here.
 FG1274
 FG1274.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU266896(NAD 83)
 FG1274
 FG1274                          SUPERSEDED SURVEY CONTROL
 FG1274
 FG1274  NAVD 88 (06/15/91)  139.784  (m)          458.61   (f) SUPERSEDED  2 0
 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
 FG1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1274.See file dsdata.pdf to determine how the superseded data were derived.
 FG1274
 FG1274_MARKER: DB = BENCH MARK DISK
 FG1274_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG1274_STAMPING: D 46 1934
 FG1274_MARK LOGO: CGS
 FG1274_PROJECTION: RECESSED 5 CENTIMETERS
 FG1274_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG1274
 FG1274  HISTORY     - Date     Condition        Report By
 FG1274  HISTORY     - 1934     MONUMENTED       CGS
 FG1274  HISTORY     - 1959     GOOD             CGS
 FG1274  HISTORY     - 1964     MARK NOT FOUND   USGS
 FG1274  HISTORY     - 1978     MARK NOT FOUND   USGS
 FG1274  HISTORY     - 20180815 MARK NOT FOUND   ARHD
 FG1274
 FG1274                          STATION DESCRIPTION
 FG1274
 FG1274'DESCRIBED BY COAST AND 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.
 FG1274
 FG1274                          STATION RECOVERY (2018)
 FG1274
 FG1274'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (BAB)
 FG1274'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1152 ***********************************************************************
 FG1152  DESIGNATION -  D 47
 FG1152  PID         -  FG1152
 FG1152  STATE/COUNTY-  AR/YELL
 FG1152  COUNTRY     -  US
 FG1152  USGS QUAD   -  OLA (2017)
 FG1152
 FG1152                         *CURRENT SURVEY CONTROL
 FG1152  ______________________________________________________________________
 FG1152* NAD 83(1986) POSITION- 35 02 40.9    (N) 093 14 16.6    (W)   HD_HELD2
 FG1152* NAVD 88 ORTHO HEIGHT -    96.729 (meters)      317.35  (feet) ADJUSTED
 FG1152  ______________________________________________________________________
 FG1152  GEOID HEIGHT    -        -29.312 (meters)                     GEOID18
 FG1152  DYNAMIC HEIGHT  -         96.635 (meters)      317.04  (feet) COMP
 FG1152  MODELED GRAVITY -    979,663.4   (mgal)                       NAVD 88
 FG1152
 FG1152  VERT ORDER      -  SECOND    CLASS I
 FG1152
 FG1152.The horizontal coordinates were established by autonomous hand held GPS
 FG1152.observations and have an estimated accuracy of +/- 10 meters.
 FG1152
 FG1152.The orthometric height was determined by differential leveling and
 FG1152.adjusted by the NATIONAL GEODETIC SURVEY
 FG1152.in September 2023.
 FG1152
 FG1152.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1152.GEOID18 height accuracy estimate available here.
 FG1152
 FG1152.Click photographs - Photos may exist for this station.
 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     -    79,630.      287,057.      MT  (+/- 10 meters HH2 GPS)
 FG1152
 FG1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU7829878025(NAD 83)
 FG1152
 FG1152                          SUPERSEDED SURVEY CONTROL
 FG1152
 FG1152  NAVD 88 (06/15/91)   96.710  (m)          317.29   (f) SUPERSEDED  2 0
 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
 FG1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1152.See file dsdata.pdf to determine how the superseded data were derived.
 FG1152
 FG1152_MARKER: DB = BENCH MARK DISK
 FG1152_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG1152_STAMPING: D 47 1934
 FG1152_MARK LOGO: CGS
 FG1152_PROJECTION: FLUSH
 FG1152_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG1152_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FG1152+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2023
 FG1152
 FG1152  HISTORY     - Date     Condition        Report By
 FG1152  HISTORY     - 1934     MONUMENTED       CGS
 FG1152  HISTORY     - 1983     GOOD             LOCSUR
 FG1152  HISTORY     - 20121212 GOOD             ARHD
 FG1152  HISTORY     - 20221219 GOOD             ARHD
 FG1152  HISTORY     - 20230808 GOOD             ARHD
 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.
 FG1152
 FG1152                          STATION RECOVERY (2012)
 FG1152
 FG1152'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (JDH)
 FG1152'RECOVERED AS DESCRIBED.
 FG1152
 FG1152                          STATION RECOVERY (2022)
 FG1152
 FG1152'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2022 (CW)
 FG1152'RECOVERED IN GOOD CONDITION.
 FG1152
 FG1152                          STATION RECOVERY (2023)
 FG1152
 FG1152'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2023 (JDH)
 FG1152'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0190 ***********************************************************************
 FG0190  DESIGNATION -  D 47
 FG0190  PID         -  FG0190
 FG0190  STATE/COUNTY-  AR/CLEBURNE
 FG0190  COUNTRY     -  US
 FG0190  USGS QUAD   -  QUITMAN (2017)
 FG0190
 FG0190                         *CURRENT SURVEY CONTROL
 FG0190  ______________________________________________________________________
 FG0190* NAD 83(1986) POSITION- 35 23 57.     (N) 092 10 49.     (W)   SCALED
 FG0190* NAVD 88 ORTHO HEIGHT -   199.323 (meters)      653.95  (feet) ADJUSTED
 FG0190  ______________________________________________________________________
 FG0190  GEOID HEIGHT    -        -27.666 (meters)                     GEOID18
 FG0190  DYNAMIC HEIGHT  -        199.139 (meters)      653.34  (feet) COMP
 FG0190  MODELED GRAVITY -    979,707.4   (mgal)                       NAVD 88
 FG0190
 FG0190  VERT ORDER      -  SECOND    CLASS 0
 FG0190
 FG0190.The horizontal coordinates were scaled from a map and have
 FG0190.an estimated accuracy of +/- 6 seconds.
 FG0190
 FG0190.The orthometric height was determined by differential leveling and
 FG0190.adjusted by the NATIONAL GEODETIC SURVEY
 FG0190.in June 1991.
 FG0190
 FG0190.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0190.GEOID18 height accuracy estimate available here.
 FG0190
 FG0190.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV744176(NAD 83)
 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
 FG0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0190.See file dsdata.pdf to determine how the superseded data were derived.
 FG0190
 FG0190_MARKER: DB = BENCH MARK DISK
 FG0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0190_STAMPING: D 47 1934
 FG0190_MARK LOGO: CGS
 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             CGS
 FG0190  HISTORY     - 20150411 MARK NOT FOUND   ARHD
 FG0190
 FG0190                          STATION DESCRIPTION
 FG0190
 FG0190'DESCRIBED BY COAST AND 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.
 FG0190
 FG0190                          STATION RECOVERY (2015)
 FG0190
 FG0190'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (WDA)
 FG0190'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0975 ***********************************************************************
 FG0975  DESIGNATION -  D 48
 FG0975  PID         -  FG0975
 FG0975  STATE/COUNTY-  AR/NEWTON
 FG0975  COUNTRY     -  US
 FG0975  USGS QUAD   -  LURTON (2017)
 FG0975
 FG0975                         *CURRENT SURVEY CONTROL
 FG0975  ______________________________________________________________________
 FG0975* NAD 83(1986) POSITION- 35 47 53.     (N) 093 07 22.     (W)   SCALED
 FG0975* NAVD 88 ORTHO HEIGHT -   567.920 (meters)     1863.25  (feet) ADJUSTED
 FG0975  ______________________________________________________________________
 FG0975  GEOID HEIGHT    -        -28.080 (meters)                     GEOID18
 FG0975  DYNAMIC HEIGHT  -        567.369 (meters)     1861.44  (feet) COMP
 FG0975  MODELED GRAVITY -    979,643.4   (mgal)                       NAVD 88
 FG0975
 FG0975  VERT ORDER      -  SECOND    CLASS 0
 FG0975
 FG0975.The horizontal coordinates were scaled from a map and have
 FG0975.an estimated accuracy of +/- 6 seconds.
 FG0975
 FG0975.The orthometric height was determined by differential leveling and
 FG0975.adjusted by the NATIONAL GEODETIC SURVEY
 FG0975.in June 1991.
 FG0975
 FG0975.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0975.GEOID18 height accuracy estimate available here.
 FG0975
 FG0975.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV889615(NAD 83)
 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
 FG0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0975.See file dsdata.pdf to determine how the superseded data were derived.
 FG0975
 FG0975_MARKER: DB = BENCH MARK DISK
 FG0975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0975_STAMPING: D 48 1934
 FG0975_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0344 ***********************************************************************
 FG0344  DESIGNATION -  D 49
 FG0344  PID         -  FG0344
 FG0344  STATE/COUNTY-  AR/CONWAY
 FG0344  COUNTRY     -  US
 FG0344  USGS QUAD   -  SOLGOHACHIA (2017)
 FG0344
 FG0344                         *CURRENT SURVEY CONTROL
 FG0344  ______________________________________________________________________
 FG0344* NAD 83(1986) POSITION- 35 20 42.14   (N) 092 43 48.18   (W)   HD_HELD1
 FG0344* NAVD 88 ORTHO HEIGHT -   174.637 (meters)      572.95  (feet) ADJUSTED
 FG0344  ______________________________________________________________________
 FG0344  GEOID HEIGHT    -        -28.498 (meters)                     GEOID18
 FG0344  DYNAMIC HEIGHT  -        174.473 (meters)      572.42  (feet) COMP
 FG0344  MODELED GRAVITY -    979,689.5   (mgal)                       NAVD 88
 FG0344
 FG0344  VERT ORDER      -  SECOND    CLASS 0
 FG0344
 FG0344.The horizontal coordinates were determined by differentially corrected
 FG0344.hand held GPS observations or other comparable positioning techniques
 FG0344.and have an estimated accuracy of +/- 3 meters.
 FG0344
 FG0344.The orthometric height was determined by differential leveling and
 FG0344.adjusted by the NATIONAL GEODETIC SURVEY
 FG0344.in June 1991.
 FG0344
 FG0344.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0344.GEOID18 height accuracy estimate available here.
 FG0344
 FG0344.Click photographs - Photos may exist for this station.
 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     -   112,485.9     333,640.3     MT  (+/- 3 meters HH1 GPS) 
 FG0344
 FG0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV2452911341(NAD 83)
 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
 FG0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0344.See file dsdata.pdf to determine how the superseded data were derived.
 FG0344
 FG0344_MARKER: DB = BENCH MARK DISK
 FG0344_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0344_STAMPING: D 49 1934
 FG0344_MARK LOGO: CGS
 FG0344_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0344
 FG0344  HISTORY     - Date     Condition        Report By
 FG0344  HISTORY     - 1934     MONUMENTED       CGS
 FG0344  HISTORY     - 1959     GOOD             CGS
 FG0344
 FG0344                          STATION DESCRIPTION
 FG0344
 FG0344'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG0196 ***********************************************************************
 FG0196  DESIGNATION -  D 49
 FG0196  PID         -  FG0196
 FG0196  STATE/COUNTY-  AR/CLEBURNE
 FG0196  COUNTRY     -  US
 FG0196  USGS QUAD   -  QUITMAN (2017)
 FG0196
 FG0196                         *CURRENT SURVEY CONTROL
 FG0196  ______________________________________________________________________
 FG0196* NAD 83(1986) POSITION- 35 25 43.     (N) 092 07 29.     (W)   SCALED
 FG0196* NAVD 88 ORTHO HEIGHT -   220.105 (meters)      722.13  (feet) ADJUSTED
 FG0196  ______________________________________________________________________
 FG0196  GEOID HEIGHT    -        -27.597 (meters)                     GEOID18
 FG0196  DYNAMIC HEIGHT  -        219.903 (meters)      721.47  (feet) COMP
 FG0196  MODELED GRAVITY -    979,709.8   (mgal)                       NAVD 88
 FG0196
 FG0196  VERT ORDER      -  SECOND    CLASS 0
 FG0196
 FG0196.The horizontal coordinates were scaled from a map and have
 FG0196.an estimated accuracy of +/- 6 seconds.
 FG0196
 FG0196.The orthometric height was determined by differential leveling and
 FG0196.adjusted by the NATIONAL GEODETIC SURVEY
 FG0196.in June 1991.
 FG0196
 FG0196.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0196.GEOID18 height accuracy estimate available here.
 FG0196
 FG0196.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV794209(NAD 83)
 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
 FG0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0196.See file dsdata.pdf to determine how the superseded data were derived.
 FG0196
 FG0196_MARKER: DB = BENCH MARK DISK
 FG0196_SETTING: 7 = 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 - April 11, 2015
 FG0196
 FG0196  HISTORY     - Date     Condition        Report By
 FG0196  HISTORY     - 1934     MONUMENTED       CGS
 FG0196  HISTORY     - 20030730 GOOD             USACE
 FG0196  HISTORY     - 20111107 GOOD             ARHD
 FG0196  HISTORY     - 20150411 GOOD             ARHD
 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.
 FG0196
 FG0196                          STATION RECOVERY (2011)
 FG0196
 FG0196'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (KWS)
 FG0196'RECOVERED IN GOOD CONDITION.
 FG0196
 FG0196                          STATION RECOVERY (2015)
 FG0196
 FG0196'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (WDA)
 FG0196'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0155 ***********************************************************************
 FF0155  DESIGNATION -  D 5
 FF0155  PID         -  FF0155
 FF0155  STATE/COUNTY-  AR/CRITTENDEN
 FF0155  COUNTRY     -  US
 FF0155  USGS QUAD   -  WEST MEMPHIS (2017)
 FF0155
 FF0155                         *CURRENT SURVEY CONTROL
 FF0155  ______________________________________________________________________
 FF0155* NAD 83(1986) POSITION- 35 12 26.8    (N) 090 11 35.8    (W)   HD_HELD2
 FF0155* NAVD 88 ORTHO HEIGHT -    67.235 (meters)      220.59  (feet) ADJUSTED
 FF0155  ______________________________________________________________________
 FF0155  GEOID HEIGHT    -        -27.327 (meters)                     GEOID18
 FF0155  DYNAMIC HEIGHT  -         67.175 (meters)      220.39  (feet) COMP
 FF0155  MODELED GRAVITY -    979,738.2   (mgal)                       NAVD 88
 FF0155
 FF0155  VERT ORDER      -  SECOND    CLASS I
 FF0155
 FF0155.The horizontal coordinates were established by autonomous hand held GPS
 FF0155.observations and have an estimated accuracy of +/- 10 meters.
 FF0155
 FF0155.The orthometric height was determined by differential leveling and
 FF0155.adjusted by the NATIONAL GEODETIC SURVEY
 FF0155.in January 2022.
 FF0155
 FF0155.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0155.GEOID18 height accuracy estimate available here.
 FF0155
 FF0155.Click photographs - Photos may exist for this station.
 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     -    98,484.      564,499.      MT  (+/- 10 meters HH2 GPS)
 FF0155
 FF0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU5550499658(NAD 83)
 FF0155
 FF0155                          SUPERSEDED SURVEY CONTROL
 FF0155
 FF0155  NAVD 88 (01/31/95)   67.244  (m)          220.62   (f) SUPERSEDED  1 2
 FF0155  NAVD 88 (06/15/91)   67.281  (m)          220.74   (f) SUPERSEDED  1 2
 FF0155  NGVD 29 (11/26/84)   67.245  (m)          220.62   (f) ADJUSTED    1 2
 FF0155
 FF0155.Superseded values are not recommended for survey control.
 FF0155
 FF0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0155.See file dsdata.pdf to determine how the superseded data were derived.
 FF0155
 FF0155_MARKER: DB = BENCH MARK DISK
 FF0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0155_STAMPING: D 5 1928 220.175
 FF0155_MARK LOGO: CGS
 FF0155_PROJECTION: FLUSH
 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 - June 15, 2021
 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  HISTORY     - 20210615 GOOD             ARHD
 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.
 FF0155
 FF0155                          STATION RECOVERY (2021)
 FF0155
 FF0155'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2021 (JDH)
 FF0155'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FH0057 ***********************************************************************
 FH0057  DESIGNATION -  D 50
 FH0057  PID         -  FH0057
 FH0057  STATE/COUNTY-  AR/WASHINGTON
 FH0057  COUNTRY     -  US
 FH0057  USGS QUAD   -  LINCOLN (2017)
 FH0057
 FH0057                         *CURRENT SURVEY CONTROL
 FH0057  ______________________________________________________________________
 FH0057* NAD 83(1986) POSITION- 35 57 36.03   (N) 094 27 03.92   (W)   HD_HELD1
 FH0057* NAVD 88 ORTHO HEIGHT -   426.014 (meters)     1397.68  (feet) ADJUSTED
 FH0057  ______________________________________________________________________
 FH0057  GEOID HEIGHT    -        -28.374 (meters)                     GEOID18
 FH0057  DYNAMIC HEIGHT  -        425.624 (meters)     1396.40  (feet) COMP
 FH0057  MODELED GRAVITY -    979,703.3   (mgal)                       NAVD 88
 FH0057
 FH0057  VERT ORDER      -  SECOND    CLASS 0
 FH0057
 FH0057.The horizontal coordinates were determined by differentially corrected
 FH0057.hand held GPS observations or other comparable positioning techniques
 FH0057.and have an estimated accuracy of +/- 3 meters.
 FH0057
 FH0057.The orthometric height was determined by differential leveling and
 FH0057.adjusted by the NATIONAL GEODETIC SURVEY
 FH0057.in June 1991.
 FH0057
 FH0057.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0057.GEOID18 height accuracy estimate available here.
 FH0057
 FH0057.Click photographs - Photos may exist for this station.
 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     -   183,220.2     178,921.5     MT  (+/- 3 meters HH1 GPS) 
 FH0057
 FH0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV6914680485(NAD 83)
 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
 FH0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0057.See file dsdata.pdf to determine how the superseded data were derived.
 FH0057
 FH0057_MARKER: DB = BENCH MARK DISK
 FH0057_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FH0057_STAMPING: D 50 1934
 FH0057_MARK LOGO: CGS
 FH0057_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0057_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH0057+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2015
 FH0057
 FH0057  HISTORY     - Date     Condition        Report By
 FH0057  HISTORY     - 1934     MONUMENTED       CGS
 FH0057  HISTORY     - 1961     GOOD             CGS
 FH0057  HISTORY     - 1988     GOOD             USPSQD
 FH0057  HISTORY     - 1989     GOOD             USPSQD
 FH0057  HISTORY     - 20150211 GOOD             ARHD
 FH0057  HISTORY     - 20150217 GOOD             ARHD
 FH0057
 FH0057                          STATION DESCRIPTION
 FH0057
 FH0057'DESCRIBED BY COAST AND 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.
 FH0057
 FH0057                          STATION RECOVERY (2015)
 FH0057
 FH0057'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 FH0057'7 FT. WEST OF A FENCE CORNER, 175 FT. NORTH OF HIGHWAY 62 CENTERLINE,
 FH0057'7 FT. EAST OF A GAS METER AND 30 FT. WEST OF THE CENTER OF A GRAVEL
 FH0057'ROAD.
 FH0057
 FH0057                          STATION RECOVERY (2015)
 FH0057
 FH0057'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (BAB)
 FH0057'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1313 ***********************************************************************
 FG1313  DESIGNATION -  D 51
 FG1313  PID         -  FG1313
 FG1313  STATE/COUNTY-  AR/MADISON
 FG1313  COUNTRY     -  US
 FG1313  USGS QUAD   -  WITTER (2017)
 FG1313
 FG1313                         *CURRENT SURVEY CONTROL
 FG1313  ______________________________________________________________________
 FG1313* NAD 83(1986) POSITION- 35 54 05.     (N) 093 42 02.     (W)   SCALED
 FG1313* NAVD 88 ORTHO HEIGHT -   454.851 (meters)     1492.29  (feet) ADJUSTED
 FG1313  ______________________________________________________________________
 FG1313  GEOID HEIGHT    -        -27.972 (meters)                     GEOID18
 FG1313  DYNAMIC HEIGHT  -        454.423 (meters)     1490.89  (feet) COMP
 FG1313  MODELED GRAVITY -    979,679.2   (mgal)                       NAVD 88
 FG1313
 FG1313  VERT ORDER      -  SECOND    CLASS 0
 FG1313
 FG1313.The horizontal coordinates were scaled from a map and have
 FG1313.an estimated accuracy of +/- 6 seconds.
 FG1313
 FG1313.The orthometric height was determined by differential leveling and
 FG1313.adjusted by the NATIONAL GEODETIC SURVEY
 FG1313.in June 1991.
 FG1313
 FG1313.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1313.GEOID18 height accuracy estimate available here.
 FG1313
 FG1313.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV367732(NAD 83)
 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
 FG1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1313.See file dsdata.pdf to determine how the superseded data were derived.
 FG1313
 FG1313_MARKER: DB = BENCH MARK DISK
 FG1313_SETTING: 80 = SET IN A BOULDER
 FG1313_STAMPING: D 51 1934
 FG1313_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0202 ***********************************************************************
 FG0202  DESIGNATION -  D 51
 FG0202  PID         -  FG0202
 FG0202  STATE/COUNTY-  AR/CLEBURNE
 FG0202  COUNTRY     -  US
 FG0202  USGS QUAD   -  HEBER SPRINGS (2017)
 FG0202
 FG0202                         *CURRENT SURVEY CONTROL
 FG0202  ______________________________________________________________________
 FG0202* NAD 83(1986) POSITION- 35 27 14.     (N) 092 03 53.     (W)   SCALED
 FG0202* NAVD 88 ORTHO HEIGHT -   271.659 (meters)      891.27  (feet) ADJUSTED
 FG0202  ______________________________________________________________________
 FG0202  GEOID HEIGHT    -        -27.537 (meters)                     GEOID18
 FG0202  DYNAMIC HEIGHT  -        271.409 (meters)      890.45  (feet) COMP
 FG0202  MODELED GRAVITY -    979,704.3   (mgal)                       NAVD 88
 FG0202
 FG0202  VERT ORDER      -  SECOND    CLASS 0
 FG0202
 FG0202.The horizontal coordinates were scaled from a map and have
 FG0202.an estimated accuracy of +/- 6 seconds.
 FG0202
 FG0202.The orthometric height was determined by differential leveling and
 FG0202.adjusted by the NATIONAL GEODETIC SURVEY
 FG0202.in June 1991.
 FG0202
 FG0202.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0202.GEOID18 height accuracy estimate available here.
 FG0202
 FG0202.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV848237(NAD 83)
 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
 FG0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0202.See file dsdata.pdf to determine how the superseded data were derived.
 FG0202
 FG0202_MARKER: DD = SURVEY DISK
 FG0202_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0202_STAMPING: D 51 1934
 FG0202_MARK LOGO: CGS+SS
 FG0202_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0202
 FG0202  HISTORY     - Date     Condition        Report By
 FG0202  HISTORY     - 1934     MONUMENTED       ARGS
 FG0202  HISTORY     - 1962     MARK NOT FOUND   CGS
 FG0202  HISTORY     - 20111107 MARK NOT FOUND   ARHD
 FG0202  HISTORY     - 20150511 MARK NOT FOUND   ARHD
 FG0202
 FG0202                          STATION DESCRIPTION
 FG0202
 FG0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 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.
 FG0202
 FG0202                          STATION RECOVERY (2011)
 FG0202
 FG0202'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (SES)
 FG0202'MARK NOT FOUND.
 FG0202
 FG0202                          STATION RECOVERY (2015)
 FG0202
 FG0202'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (WDA)
 FG0202'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1314 ***********************************************************************
 FG1314  DESIGNATION -  D 51 RESET
 FG1314  PID         -  FG1314
 FG1314  STATE/COUNTY-  AR/MADISON
 FG1314  COUNTRY     -  US
 FG1314  USGS QUAD   -  WITTER (2017)
 FG1314
 FG1314                         *CURRENT SURVEY CONTROL
 FG1314  ______________________________________________________________________
 FG1314* NAD 83(1986) POSITION- 35 54 05.     (N) 093 42 02.     (W)   SCALED
 FG1314* NAVD 88 ORTHO HEIGHT -   453.01  (meters)     1486.3   (feet) RESET
 FG1314  ______________________________________________________________________
 FG1314  GEOID HEIGHT    -        -27.972 (meters)                     GEOID18
 FG1314  VERT ORDER      -  THIRD
 FG1314
 FG1314.The horizontal coordinates were scaled from a map and have
 FG1314.an estimated accuracy of +/- 6 seconds.
 FG1314
 FG1314.The orthometric height was computed from unverified reset data.
 FG1314
 FG1314.No vertical observational check was made to the station.
 FG1314
 FG1314.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1314.GEOID18 height accuracy estimate available here.
 FG1314
 FG1314.Click photographs - Photos may exist for this station.
 FG1314
 FG1314;                    North         East    Units  Estimated Accuracy
 FG1314;SPC AR N     -   175,290.      246,500.      MT  (+/- 180 meters Scaled)
 FG1314
 FG1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV367732(NAD 83)
 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
 FG1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1314.See file dsdata.pdf to determine how the superseded data were derived.
 FG1314
 FG1314_MARKER: DB = BENCH MARK DISK
 FG1314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1314_STAMPING: 1485.68 D 51 RESET 1953
 FG1314_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0499 ***********************************************************************
 GF0499  DESIGNATION -  D 52
 GF0499  PID         -  GF0499
 GF0499  STATE/COUNTY-  AR/CARROLL
 GF0499  COUNTRY     -  US
 GF0499  USGS QUAD   -  EUREKA SPRINGS (2017)
 GF0499
 GF0499                         *CURRENT SURVEY CONTROL
 GF0499  ______________________________________________________________________
 GF0499* NAD 83(1986) POSITION- 36 24 03.78   (N) 093 44 19.11   (W)   HD_HELD1
 GF0499* NAVD 88 ORTHO HEIGHT -   386.199 (meters)     1267.05  (feet) ADJUSTED
 GF0499  ______________________________________________________________________
 GF0499  GEOID HEIGHT    -        -28.249 (meters)                     GEOID18
 GF0499  DYNAMIC HEIGHT  -        385.858 (meters)     1265.94  (feet) COMP
 GF0499  MODELED GRAVITY -    979,736.6   (mgal)                       NAVD 88
 GF0499
 GF0499  VERT ORDER      -  SECOND    CLASS 0
 GF0499
 GF0499.The horizontal coordinates were determined by differentially corrected
 GF0499.hand held GPS observations or other comparable positioning techniques
 GF0499.and have an estimated accuracy of +/- 3 meters.
 GF0499
 GF0499.The orthometric height was determined by differential leveling and
 GF0499.adjusted by the NATIONAL GEODETIC SURVEY
 GF0499.in June 1991.
 GF0499
 GF0499.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0499.GEOID18 height accuracy estimate available here.
 GF0499
 GF0499.Click photographs - Photos may exist for this station.
 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     -   230,784.0     244,037.5     MT  (+/- 3 meters HH1 GPS) 
 GF0499
 GF0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA3376628685(NAD 83)
 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
 GF0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0499.See file dsdata.pdf to determine how the superseded data were derived.
 GF0499
 GF0499_MARKER: DB = BENCH MARK DISK
 GF0499_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GF0499_SP_SET: BUILDING
 GF0499_STAMPING: D 52 1934
 GF0499_MARK LOGO: CGS
 GF0499_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GF0499_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GF0499+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2017
 GF0499
 GF0499  HISTORY     - Date     Condition        Report By
 GF0499  HISTORY     - 1934     MONUMENTED       CGS
 GF0499  HISTORY     - 1935     GOOD             CGS
 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  HISTORY     - 20150210 GOOD             ARHD
 GF0499  HISTORY     - 20170820 GOOD             USPSQD
 GF0499
 GF0499                          STATION DESCRIPTION
 GF0499
 GF0499'DESCRIBED BY COAST AND 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.
 GF0499
 GF0499                          STATION RECOVERY (2015)
 GF0499
 GF0499'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (BAB)
 GF0499'RECOVERED IN GOOD CONDITION.
 GF0499
 GF0499                          STATION RECOVERY (2017)
 GF0499
 GF0499'RECOVERY NOTE BY US POWER SQUADRON 2017 (RP)
 GF0499'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0204 ***********************************************************************
 FG0204  DESIGNATION -  D 52
 FG0204  PID         -  FG0204
 FG0204  STATE/COUNTY-  AR/CLEBURNE
 FG0204  COUNTRY     -  US
 FG0204  USGS QUAD   -  HEBER SPRINGS (2017)
 FG0204
 FG0204                         *CURRENT SURVEY CONTROL
 FG0204  ______________________________________________________________________
 FG0204* NAD 83(1986) POSITION- 35 27 32.7    (N) 092 02 19.7    (W)   HD_HELD2
 FG0204* NAVD 88 ORTHO HEIGHT -   274.041 (meters)      899.08  (feet) ADJUSTED
 FG0204  ______________________________________________________________________
 FG0204  GEOID HEIGHT    -        -27.519 (meters)                     GEOID18
 FG0204  DYNAMIC HEIGHT  -        273.788 (meters)      898.25  (feet) COMP
 FG0204  MODELED GRAVITY -    979,703.5   (mgal)                       NAVD 88
 FG0204
 FG0204  VERT ORDER      -  SECOND    CLASS 0
 FG0204
 FG0204.The horizontal coordinates were established by autonomous hand held GPS
 FG0204.observations and have an estimated accuracy of +/- 10 meters.
 FG0204
 FG0204.The orthometric height was determined by differential leveling and
 FG0204.adjusted by the NATIONAL GEODETIC SURVEY
 FG0204.in June 1991.
 FG0204
 FG0204.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0204.GEOID18 height accuracy estimate available here.
 FG0204
 FG0204.Click photographs - Photos may exist for this station.
 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     -   124,893.      396,478.      MT  (+/- 10 meters HH2 GPS)
 FG0204
 FG0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV8721924380(NAD 83)
 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
 FG0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0204.See file dsdata.pdf to determine how the superseded data were derived.
 FG0204
 FG0204_MARKER: DD = SURVEY DISK
 FG0204_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0204_STAMPING: D 52 1934
 FG0204_MARK LOGO: CGS+SS
 FG0204_PROJECTION: PROJECTING 27 CENTIMETERS
 FG0204_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0204_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG0204+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2015
 FG0204
 FG0204  HISTORY     - Date     Condition        Report By
 FG0204  HISTORY     - 1934     MONUMENTED       ARGS
 FG0204  HISTORY     - 1962     GOOD             CGS
 FG0204  HISTORY     - 20030730 GOOD             USACE
 FG0204  HISTORY     - 20100511 GOOD             ARHD
 FG0204  HISTORY     - 20111109 GOOD             ARHD
 FG0204  HISTORY     - 20150511 GOOD             ARHD
 FG0204
 FG0204                          STATION DESCRIPTION
 FG0204
 FG0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 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.
 FG0204
 FG0204                          STATION RECOVERY (2010)
 FG0204
 FG0204'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2010 (ST)
 FG0204'RECOVERED IN GOOD CONDITION.
 FG0204
 FG0204                          STATION RECOVERY (2011)
 FG0204
 FG0204'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (KWS)
 FG0204'RECOVERED IN GOOD CONDITION.
 FG0204
 FG0204                          STATION RECOVERY (2015)
 FG0204
 FG0204'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (WDA)
 FG0204'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1343 ***********************************************************************
 FG1343  DESIGNATION -  D 53
 FG1343  PID         -  FG1343
 FG1343  STATE/COUNTY-  AR/MADISON
 FG1343  COUNTRY     -  US
 FG1343  USGS QUAD   -  BOSTON (2017)
 FG1343
 FG1343                         *CURRENT SURVEY CONTROL
 FG1343  ______________________________________________________________________
 FG1343* NAD 83(1986) POSITION- 35 51 56.49   (N) 093 31 53.16   (W)   HD_HELD1
 FG1343* NAVD 88 ORTHO HEIGHT -   645.560 (meters)     2117.97  (feet) ADJUSTED
 FG1343  ______________________________________________________________________
 FG1343  GEOID HEIGHT    -        -27.911 (meters)                     GEOID18
 FG1343  DYNAMIC HEIGHT  -        644.934 (meters)     2115.92  (feet) COMP
 FG1343  MODELED GRAVITY -    979,641.2   (mgal)                       NAVD 88
 FG1343
 FG1343  VERT ORDER      -  SECOND    CLASS 0
 FG1343
 FG1343.The horizontal coordinates were determined by differentially corrected
 FG1343.hand held GPS observations or other comparable positioning techniques
 FG1343.and have an estimated accuracy of +/- 3 meters.
 FG1343
 FG1343.The orthometric height was determined by differential leveling and
 FG1343.adjusted by the NATIONAL GEODETIC SURVEY
 FG1343.in June 1991.
 FG1343
 FG1343.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1343.GEOID18 height accuracy estimate available here.
 FG1343
 FG1343.Click photographs - Photos may exist for this station.
 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     -   171,079.2     261,699.3     MT  (+/- 3 meters HH1 GPS) 
 FG1343
 FG1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV5202169182(NAD 83)
 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
 FG1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1343.See file dsdata.pdf to determine how the superseded data were derived.
 FG1343
 FG1343_MARKER: DB = BENCH MARK DISK
 FG1343_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG1343_STAMPING: D 53 1934
 FG1343_MARK LOGO: CGS
 FG1343_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG1343
 FG1343  HISTORY     - Date     Condition        Report By
 FG1343  HISTORY     - 1934     MONUMENTED       CGS
 FG1343  HISTORY     - 1935     GOOD             CGS
 FG1343  HISTORY     - 1963     GOOD             CGS
 FG1343
 FG1343                          STATION DESCRIPTION
 FG1343
 FG1343'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 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 COAST AND GEODETIC SURVEY 1963
 FG1343'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0206 ***********************************************************************
 FG0206  DESIGNATION -  D 53
 FG0206  PID         -  FG0206
 FG0206  STATE/COUNTY-  AR/CLEBURNE
 FG0206  COUNTRY     -  US
 FG0206  USGS QUAD   -  HEBER SPRINGS (2017)
 FG0206
 FG0206                         *CURRENT SURVEY CONTROL
 FG0206  ______________________________________________________________________
 FG0206* NAD 83(1986) POSITION- 35 28 26.     (N) 092 01 52.     (W)   SCALED
 FG0206* NAVD 88 ORTHO HEIGHT -   145.085 (meters)      476.00  (feet) ADJUSTED
 FG0206  ______________________________________________________________________
 FG0206  GEOID HEIGHT    -        -27.523 (meters)                     GEOID18
 FG0206  DYNAMIC HEIGHT  -        144.952 (meters)      475.56  (feet) COMP
 FG0206  MODELED GRAVITY -    979,716.9   (mgal)                       NAVD 88
 FG0206
 FG0206  VERT ORDER      -  SECOND    CLASS 0
 FG0206
 FG0206.The horizontal coordinates were scaled from a map and have
 FG0206.an estimated accuracy of +/- 6 seconds.
 FG0206
 FG0206.The orthometric height was determined by differential leveling and
 FG0206.adjusted by the NATIONAL GEODETIC SURVEY
 FG0206.in June 1991.
 FG0206
 FG0206.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0206.GEOID18 height accuracy estimate available here.
 FG0206
 FG0206.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV879260(NAD 83)
 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
 FG0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0206.See file dsdata.pdf to determine how the superseded data were derived.
 FG0206
 FG0206_MARKER: DB = BENCH MARK DISK
 FG0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0206_STAMPING: D 53 1934
 FG0206_MARK LOGO: CGS
 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   CGS
 FG0206  HISTORY     - 1963     MARK NOT FOUND   CGS
 FG0206  HISTORY     - 20111107 MARK NOT FOUND   ARHD
 FG0206
 FG0206                          STATION DESCRIPTION
 FG0206
 FG0206'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1963
 FG0206'MARK NOT FOUND.
 FG0206
 FG0206                          STATION RECOVERY (2011)
 FG0206
 FG0206'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (KWS)
 FG0206'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1212 ***********************************************************************
 EH1212  DESIGNATION -  D 55 RESET
 EH1212  PID         -  EH1212
 EH1212  STATE/COUNTY-  AR/MONROE
 EH1212  COUNTRY     -  US
 EH1212  USGS QUAD   -  CLARENDON (2017)
 EH1212
 EH1212                         *CURRENT SURVEY CONTROL
 EH1212  ______________________________________________________________________
 EH1212* NAD 83(1986) POSITION- 34 41 31.     (N) 091 18 16.     (W)   SCALED
 EH1212* NAVD 88 ORTHO HEIGHT -    53.88  (meters)      176.8   (feet) RESET
 EH1212  ______________________________________________________________________
 EH1212  GEOID HEIGHT    -        -26.805 (meters)                     GEOID18
 EH1212  VERT ORDER      -  THIRD
 EH1212
 EH1212.The horizontal coordinates were scaled from a map and have
 EH1212.an estimated accuracy of +/- 6 seconds.
 EH1212
 EH1212.The orthometric height was computed from unverified reset data.
 EH1212
 EH1212.No vertical observational check was made to the station.
 EH1212
 EH1212.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1212.GEOID18 height accuracy estimate available here.
 EH1212
 EH1212.Click photographs - Photos may exist for this station.
 EH1212
 EH1212;                    North         East    Units  Estimated Accuracy
 EH1212;SPC AR S     -   624,850.      463,730.      MT  (+/- 180 meters Scaled)
 EH1212
 EH1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU553401(NAD 83)
 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
 EH1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1212.See file dsdata.pdf to determine how the superseded data were derived.
 EH1212
 EH1212_MARKER: DB = BENCH MARK DISK
 EH1212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1212_STAMPING: D 55 RESET 1971
 EH1212_MARK LOGO: CGS
 EH1212_PROJECTION: FLUSH
 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 = MARCH 20, 2026 22:17:28 EDT
 EH0827 ***********************************************************************
 EH0827  DESIGNATION -  D 56
 EH0827  PID         -  EH0827
 EH0827  STATE/COUNTY-  AR/PHILLIPS
 EH0827  COUNTRY     -  US
 EH0827  USGS QUAD   -  LEXA (2017)
 EH0827
 EH0827                         *CURRENT SURVEY CONTROL
 EH0827  ______________________________________________________________________
 EH0827* NAD 83(1986) POSITION- 34 33 10.     (N) 090 49 47.     (W)   SCALED
 EH0827* NAVD 88 ORTHO HEIGHT -    59.537 (meters)      195.33  (feet) ADJUSTED
 EH0827  ______________________________________________________________________
 EH0827  GEOID HEIGHT    -        -26.972 (meters)                     GEOID18
 EH0827  DYNAMIC HEIGHT  -         59.480 (meters)      195.14  (feet) COMP
 EH0827  MODELED GRAVITY -    979,671.4   (mgal)                       NAVD 88
 EH0827
 EH0827  VERT ORDER      -  FIRST     CLASS II
 EH0827
 EH0827.The horizontal coordinates were scaled from a map and have
 EH0827.an estimated accuracy of +/- 6 seconds.
 EH0827
 EH0827.The orthometric height was determined by differential leveling and
 EH0827.adjusted by the NATIONAL GEODETIC SURVEY
 EH0827.in June 1991.
 EH0827
 EH0827.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0827.GEOID18 height accuracy estimate available here.
 EH0827
 EH0827.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU991255(NAD 83)
 EH0827
 EH0827                          SUPERSEDED SURVEY CONTROL
 EH0827
 EH0827  NGVD 29 (11/26/84)   59.574  (m)          195.45   (f) ADJUSTED    1 2
 EH0827
 EH0827.Superseded values are not recommended for survey control.
 EH0827
 EH0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0827.See file dsdata.pdf to determine how the superseded data were derived.
 EH0827
 EH0827_MARKER: DB = BENCH MARK DISK
 EH0827_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EH0827_STAMPING: D 56 1935
 EH0827_MARK LOGO: CGS
 EH0827_PROJECTION: FLUSH
 EH0827_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1363 ***********************************************************************
 EH1363  DESIGNATION -  D 57
 EH1363  PID         -  EH1363
 EH1363  STATE/COUNTY-  AR/ARKANSAS
 EH1363  COUNTRY     -  US
 EH1363  USGS QUAD   -  ALMYRA (2017)
 EH1363
 EH1363                         *CURRENT SURVEY CONTROL
 EH1363  ______________________________________________________________________
 EH1363* NAD 83(1986) POSITION- 34 26 08.     (N) 091 26 48.     (W)   SCALED
 EH1363* NAVD 88 ORTHO HEIGHT -    62.174 (meters)      203.98  (feet) ADJUSTED
 EH1363  ______________________________________________________________________
 EH1363  GEOID HEIGHT    -        -26.542 (meters)                     GEOID18
 EH1363  DYNAMIC HEIGHT  -         62.114 (meters)      203.79  (feet) COMP
 EH1363  MODELED GRAVITY -    979,675.6   (mgal)                       NAVD 88
 EH1363
 EH1363  VERT ORDER      -  FIRST     CLASS II
 EH1363
 EH1363.The horizontal coordinates were scaled from a map and have
 EH1363.an estimated accuracy of +/- 6 seconds.
 EH1363
 EH1363.The orthometric height was determined by differential leveling and
 EH1363.adjusted by the NATIONAL GEODETIC SURVEY
 EH1363.in August 1993.
 EH1363
 EH1363.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1363.GEOID18 height accuracy estimate available here.
 EH1363
 EH1363.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU427115(NAD 83)
 EH1363
 EH1363                          SUPERSEDED SURVEY CONTROL
 EH1363
 EH1363  NAVD 88 (06/15/91)   62.220  (m)          204.13   (f) SUPERSEDED  1 2
 EH1363  NGVD 29 (11/26/84)   62.226  (m)          204.15   (f) ADJUSTED    1 2
 EH1363
 EH1363.Superseded values are not recommended for survey control.
 EH1363
 EH1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1363.See file dsdata.pdf to determine how the superseded data were derived.
 EH1363
 EH1363_MARKER: DB = BENCH MARK DISK
 EH1363_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EH1363_STAMPING: D 57 1935
 EH1363_MARK LOGO: CGS
 EH1363_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1309 ***********************************************************************
 EJ1309  DESIGNATION -  D 59
 EJ1309  PID         -  EJ1309
 EJ1309  STATE/COUNTY-  AR/GARLAND
 EJ1309  COUNTRY     -  US
 EJ1309  USGS QUAD   -  HEMPWALLACE (2017)
 EJ1309
 EJ1309                         *CURRENT SURVEY CONTROL
 EJ1309  ______________________________________________________________________
 EJ1309* NAD 83(1986) POSITION- 34 26 33.     (N) 093 12 08.     (W)   SCALED
 EJ1309* NAVD 88 ORTHO HEIGHT -   171.691 (meters)      563.29  (feet) ADJUSTED
 EJ1309  ______________________________________________________________________
 EJ1309  GEOID HEIGHT    -        -27.454 (meters)                     GEOID18
 EJ1309  DYNAMIC HEIGHT  -        171.520 (meters)      562.73  (feet) COMP
 EJ1309  MODELED GRAVITY -    979,635.7   (mgal)                       NAVD 88
 EJ1309
 EJ1309  VERT ORDER      -  SECOND    CLASS 0
 EJ1309
 EJ1309.The horizontal coordinates were scaled from a map and have
 EJ1309.an estimated accuracy of +/- 6 seconds.
 EJ1309
 EJ1309.The orthometric height was determined by differential leveling and
 EJ1309.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1309.in June 1991.
 EJ1309
 EJ1309.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1309.GEOID18 height accuracy estimate available here.
 EJ1309
 EJ1309.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU814112(NAD 83)
 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
 EJ1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1309.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1309
 EJ1309_MARKER: DB = BENCH MARK DISK
 EJ1309_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ1309_STAMPING: D 59 1934
 EJ1309_MARK LOGO: CGS
 EJ1309_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1309
 EJ1309  HISTORY     - Date     Condition        Report By
 EJ1309  HISTORY     - 1934     MONUMENTED       CGS
 EJ1309  HISTORY     - 1965     MARK NOT FOUND   CGS
 EJ1309  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ1309  HISTORY     - 20110921 MARK NOT FOUND   ARHD
 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 COAST AND 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.
 EJ1309
 EJ1309                          STATION RECOVERY (2011)
 EJ1309
 EJ1309'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (AMC)
 EJ1309'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0318 ***********************************************************************
 GF0318  DESIGNATION -  D 6
 GF0318  PID         -  GF0318
 GF0318  STATE/COUNTY-  AR/BOONE
 GF0318  COUNTRY     -  US
 GF0318  USGS QUAD   -  GAITHER (2017)
 GF0318
 GF0318                         *CURRENT SURVEY CONTROL
 GF0318  ______________________________________________________________________
 GF0318* NAD 83(1986) POSITION- 36 14 50.     (N) 093 09 07.     (W)   SCALED
 GF0318* NAVD 88 ORTHO HEIGHT -   375.706 (meters)     1232.63  (feet) ADJUSTED
 GF0318  ______________________________________________________________________
 GF0318  GEOID HEIGHT    -        -28.264 (meters)                     GEOID18
 GF0318  DYNAMIC HEIGHT  -        375.370 (meters)     1231.53  (feet) COMP
 GF0318  MODELED GRAVITY -    979,728.1   (mgal)                       NAVD 88
 GF0318
 GF0318  VERT ORDER      -  FIRST     CLASS II
 GF0318
 GF0318.The horizontal coordinates were scaled from a map and have
 GF0318.an estimated accuracy of +/- 6 seconds.
 GF0318
 GF0318.The orthometric height was determined by differential leveling and
 GF0318.adjusted by the NATIONAL GEODETIC SURVEY
 GF0318.in June 1991.
 GF0318
 GF0318.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0318.GEOID18 height accuracy estimate available here.
 GF0318
 GF0318.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA863113(NAD 83)
 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
 GF0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0318.See file dsdata.pdf to determine how the superseded data were derived.
 GF0318
 GF0318_MARKER: DB = BENCH MARK DISK
 GF0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0318_STAMPING: D 6 1930
 GF0318_MARK LOGO: CGS
 GF0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0318+STABILITY: SURFACE MOTION
 GF0318
 GF0318  HISTORY     - Date     Condition        Report By
 GF0318  HISTORY     - 1930     MONUMENTED       CGS
 GF0318  HISTORY     - 1965     GOOD             CGS
 GF0318
 GF0318                          STATION DESCRIPTION
 GF0318
 GF0318'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1363 ***********************************************************************
 EJ1363  DESIGNATION -  D 60
 EJ1363  PID         -  EJ1363
 EJ1363  STATE/COUNTY-  AR/HOWARD
 EJ1363  COUNTRY     -  US
 EJ1363  USGS QUAD   -  NEWHOPE (2017)
 EJ1363
 EJ1363                         *CURRENT SURVEY CONTROL
 EJ1363  ______________________________________________________________________
 EJ1363* NAD 83(1986) POSITION- 34 11 17.     (N) 093 58 01.     (W)   SCALED
 EJ1363* NAVD 88 ORTHO HEIGHT -   240.458 (meters)      788.90  (feet) ADJUSTED
 EJ1363  ______________________________________________________________________
 EJ1363  GEOID HEIGHT    -        -27.851 (meters)                     GEOID18
 EJ1363  DYNAMIC HEIGHT  -        240.211 (meters)      788.09  (feet) COMP
 EJ1363  MODELED GRAVITY -    979,603.8   (mgal)                       NAVD 88
 EJ1363
 EJ1363  VERT ORDER      -  SECOND    CLASS 0
 EJ1363
 EJ1363.The horizontal coordinates were scaled from a map and have
 EJ1363.an estimated accuracy of +/- 6 seconds.
 EJ1363
 EJ1363.The orthometric height was determined by differential leveling and
 EJ1363.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1363.in June 1991.
 EJ1363
 EJ1363.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1363.GEOID18 height accuracy estimate available here.
 EJ1363
 EJ1363.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT109834(NAD 83)
 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
 EJ1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1363.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1363
 EJ1363_MARKER: DB = BENCH MARK DISK
 EJ1363_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ1363_STAMPING: D 60 1934
 EJ1363_MARK LOGO: CGS
 EJ1363_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1363
 EJ1363  HISTORY     - Date     Condition        Report By
 EJ1363  HISTORY     - 1934     MONUMENTED       CGS
 EJ1363  HISTORY     - 1962     MARK NOT FOUND   CGS
 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 COAST AND GEODETIC SURVEY 1962
 EJ1363'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 AB2015 ***********************************************************************
 AB2015  DESIGNATION -  D 61 RESET
 AB2015  PID         -  AB2015
 AB2015  STATE/COUNTY-  AR/HEMPSTEAD
 AB2015  COUNTRY     -  US
 AB2015  USGS QUAD   -  NASHVILLE (2017)
 AB2015
 AB2015                         *CURRENT SURVEY CONTROL
 AB2015  ______________________________________________________________________
 AB2015* NAD 83(1986) POSITION- 33 59 07.     (N) 093 47 21.     (W)   SCALED
 AB2015* NAVD 88 ORTHO HEIGHT -   132.98  (meters)      436.3   (feet) RESET
 AB2015  ______________________________________________________________________
 AB2015  GEOID HEIGHT    -        -27.245 (meters)                     GEOID18
 AB2015  VERT ORDER      -  THIRD
 AB2015
 AB2015.The horizontal coordinates were scaled from a map and have
 AB2015.an estimated accuracy of +/- 6 seconds.
 AB2015
 AB2015.The orthometric height was computed from unverified reset data.
 AB2015
 AB2015.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB2015.GEOID18 height accuracy estimate available here.
 AB2015
 AB2015.Click photographs - Photos may exist for this station.
 AB2015
 AB2015;                    North         East    Units  Estimated Accuracy
 AB2015;SPC AR S     -   547,690.      234,700.      MT  (+/- 180 meters Scaled)
 AB2015
 AB2015_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT271608(NAD 83)
 AB2015
 AB2015                          SUPERSEDED SURVEY CONTROL
 AB2015
 AB2015.No superseded survey control is available for this station.
 AB2015
 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 DEPARTMENT OF TRANSPORTATION 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 = MARCH 20, 2026 22:17:28 EDT
 DL1089 ***********************************************************************
 DL1089  DESIGNATION -  D 62
 DL1089  PID         -  DL1089
 DL1089  STATE/COUNTY-  AR/HOWARD
 DL1089  COUNTRY     -  US
 DL1089  USGS QUAD   -  MINERAL SPRINGS NORTH (2017)
 DL1089
 DL1089                         *CURRENT SURVEY CONTROL
 DL1089  ______________________________________________________________________
 DL1089* NAD 83(1986) POSITION- 33 54 41.     (N) 093 53 15.     (W)   SCALED
 DL1089* NAVD 88 ORTHO HEIGHT -   105.148 (meters)      344.97  (feet) ADJUSTED
 DL1089  ______________________________________________________________________
 DL1089  GEOID HEIGHT    -        -27.217 (meters)                     GEOID18
 DL1089  DYNAMIC HEIGHT  -        105.041 (meters)      344.62  (feet) COMP
 DL1089  MODELED GRAVITY -    979,618.2   (mgal)                       NAVD 88
 DL1089
 DL1089  VERT ORDER      -  SECOND    CLASS 0
 DL1089
 DL1089.The horizontal coordinates were scaled from a map and have
 DL1089.an estimated accuracy of +/- 6 seconds.
 DL1089
 DL1089.The orthometric height was determined by differential leveling and
 DL1089.adjusted by the NATIONAL GEODETIC SURVEY
 DL1089.in June 1991.
 DL1089
 DL1089.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1089.GEOID18 height accuracy estimate available here.
 DL1089
 DL1089.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT179526(NAD 83)
 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
 DL1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1089.See file dsdata.pdf to determine how the superseded data were derived.
 DL1089
 DL1089_MARKER: DB = BENCH MARK DISK
 DL1089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1089_STAMPING: D 62 1934
 DL1089_MARK LOGO: CGS
 DL1089_PROJECTION: FLUSH
 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             CGS
 DL1089  HISTORY     - 20160317 MARK NOT FOUND   ARHD
 DL1089
 DL1089                          STATION DESCRIPTION
 DL1089
 DL1089'DESCRIBED BY COAST AND 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.
 DL1089
 DL1089                          STATION RECOVERY (2016)
 DL1089
 DL1089'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (BAB)
 DL1089'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0861 ***********************************************************************
 DL0861  DESIGNATION -  D 63
 DL0861  PID         -  DL0861
 DL0861  STATE/COUNTY-  AR/HEMPSTEAD
 DL0861  COUNTRY     -  US
 DL0861  USGS QUAD   -  OLD TOWN (2017)
 DL0861
 DL0861                         *CURRENT SURVEY CONTROL
 DL0861  ______________________________________________________________________
 DL0861* NAD 83(1986) POSITION- 33 28 56.     (N) 093 33 37.     (W)   SCALED
 DL0861* NAVD 88 ORTHO HEIGHT -    85.116 (meters)      279.25  (feet) ADJUSTED
 DL0861  ______________________________________________________________________
 DL0861  GEOID HEIGHT    -        -26.839 (meters)                     GEOID18
 DL0861  DYNAMIC HEIGHT  -         85.025 (meters)      278.95  (feet) COMP
 DL0861  MODELED GRAVITY -    979,573.1   (mgal)                       NAVD 88
 DL0861
 DL0861  VERT ORDER      -  SECOND    CLASS 0
 DL0861
 DL0861.The horizontal coordinates were scaled from a map and have
 DL0861.an estimated accuracy of +/- 6 seconds.
 DL0861
 DL0861.The orthometric height was determined by differential leveling and
 DL0861.adjusted by the NATIONAL GEODETIC SURVEY
 DL0861.in June 1991.
 DL0861
 DL0861.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0861.GEOID18 height accuracy estimate available here.
 DL0861
 DL0861.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT479048(NAD 83)
 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
 DL0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0861.See file dsdata.pdf to determine how the superseded data were derived.
 DL0861
 DL0861_MARKER: DB = BENCH MARK DISK
 DL0861_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL0861_SP_SET: BOX CULVERT HEADWALL
 DL0861_STAMPING: D 63 1935
 DL0861_MARK LOGO: CGS
 DL0861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0861+STABILITY: SURFACE MOTION
 DL0861
 DL0861  HISTORY     - Date     Condition        Report By
 DL0861  HISTORY     - 1935     MONUMENTED       CGS
 DL0861  HISTORY     - 1963     GOOD             CGS
 DL0861
 DL0861                          STATION DESCRIPTION
 DL0861
 DL0861'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DO8372 ***********************************************************************
 DO8372  DESIGNATION -  D 64 RESET
 DO8372  PID         -  DO8372
 DO8372  STATE/COUNTY-  AR/HEMPSTEAD
 DO8372  COUNTRY     -  US
 DO8372  USGS QUAD   -  SHEPPARD (2017)
 DO8372
 DO8372                         *CURRENT SURVEY CONTROL
 DO8372  ______________________________________________________________________
 DO8372* NAD 83(1986) POSITION- 33 39 36.0    (N) 093 37 44.9    (W)   HD_HELD2
 DO8372* NAVD 88 ORTHO HEIGHT -    93.800 (meters)      307.74  (feet) ADJUSTED
 DO8372  ______________________________________________________________________
 DO8372  GEOID HEIGHT    -        -26.988 (meters)                     GEOID18
 DO8372  DYNAMIC HEIGHT  -         93.701 (meters)      307.42  (feet) COMP
 DO8372  MODELED GRAVITY -    979,582.3   (mgal)                       NAVD 88
 DO8372
 DO8372  VERT ORDER      -  SECOND    CLASS I
 DO8372
 DO8372.The horizontal coordinates were established by autonomous hand held GPS
 DO8372.observations and have an estimated accuracy of +/- 10 meters.
 DO8372
 DO8372.The orthometric height was determined by differential leveling and
 DO8372.adjusted by the NATIONAL GEODETIC SURVEY
 DO8372.in February 2014.
 DO8372
 DO8372.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8372.GEOID18 height accuracy estimate available here.
 DO8372
 DO8372.Click photographs - Photos may exist for this station.
 DO8372
 DO8372.The dynamic height is computed by dividing the NAVD 88
 DO8372.geopotential number by the normal gravity value computed on the
 DO8372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8372.degrees latitude (g = 980.6199 gals.).
 DO8372
 DO8372.The modeled gravity was interpolated from observed gravity values.
 DO8372
 DO8372;                    North         East    Units  Estimated Accuracy
 DO8372;SPC AR S     -   511,375.      248,911.      MT  (+/- 10 meters HH2 GPS)
 DO8372
 DO8372_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT4166924636(NAD 83)
 DO8372
 DO8372                          SUPERSEDED SURVEY CONTROL
 DO8372
 DO8372.No superseded survey control is available for this station.
 DO8372
 DO8372_MARKER: DB = BENCH MARK DISK
 DO8372_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DO8372_STAMPING: D-64 1935
 DO8372_MARK LOGO: CGS
 DO8372_PROJECTION: FLUSH
 DO8372_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO8372_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO8372_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO8372+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2013
 DO8372
 DO8372  HISTORY     - Date     Condition        Report By
 DO8372  HISTORY     - 20130320 MONUMENTED       ARHD
 DO8372
 DO8372                          STATION DESCRIPTION
 DO8372
 DO8372'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (JDH)
 DO8372'THE STATION IS LOCATED ABOUT 5.8 MI (9.3 KM) EAST-NORTHEAST OF
 DO8372'SHEPPARD, 5.1 MI (8.2 KM) NORTH-NORTHEAST OF SPRING HILL AND 2.2 MI
 DO8372'(3.5 KM) WEST-SOUTHWEST OF HOPE.
 DO8372'
 DO8372'2.2 MILES SOUTHWEST OF THE MISSOURI-PACIFIC RAILROAD FROM THE POST
 DO8372'OFFICE IT IS 128.0 FT (39.0 M) EAST OF MILE POST 460, 94.0 FT (28.7 M)
 DO8372'NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 67, 88.0 FT (26.8 M)
 DO8372'SOUTHEAST OF THE CENTERLINE OF THE MISSOURI-PACIFIC RAILROAD TRACKS,
 DO8372'26.0 FT (7.9 M) SOUTHWEST OF A TELEPHONE POLE AND 1.0 FT (0.3 M) NORTH
 DO8372'OF A WITNESS POST.
 DO8372'
 DO8372'NOTE-MARK WAS RECOVERED AND LEANING.  IT WAS STRAIGHTENED AND
 DO8372'RE-FORMED AND BUILT BACK.
 DO8372'
 DO8372'NOTE-THE SAME DISK WAS USED.
 DO8372'
 DO8372'NOTE-DOES NOT HAVE THE WORD RESET IN THE DISK.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK1168 ***********************************************************************
 DK1168  DESIGNATION -  D 65
 DK1168  PID         -  DK1168
 DK1168  STATE/COUNTY-  AR/CHICOT
 DK1168  COUNTRY     -  US
 DK1168  USGS QUAD   -  EUDORA SOUTH (2017)
 DK1168
 DK1168                         *CURRENT SURVEY CONTROL
 DK1168  ______________________________________________________________________
 DK1168* NAD 83(1986) POSITION- 33 03 10.     (N) 091 17 18.     (W)   SCALED
 DK1168* NAVD 88 ORTHO HEIGHT -    41.246 (meters)      135.32  (feet) ADJUSTED
 DK1168  ______________________________________________________________________
 DK1168  GEOID HEIGHT    -        -26.084 (meters)                     GEOID18
 DK1168  DYNAMIC HEIGHT  -         41.201 (meters)      135.17  (feet) COMP
 DK1168  MODELED GRAVITY -    979,567.1   (mgal)                       NAVD 88
 DK1168
 DK1168  VERT ORDER      -  SECOND    CLASS 0
 DK1168
 DK1168.The horizontal coordinates were scaled from a map and have
 DK1168.an estimated accuracy of +/- 6 seconds.
 DK1168
 DK1168.The orthometric height was determined by differential leveling and
 DK1168.adjusted by the NATIONAL GEODETIC SURVEY
 DK1168.in June 1991.
 DK1168
 DK1168.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1168.GEOID18 height accuracy estimate available here.
 DK1168
 DK1168.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS598584(NAD 83)
 DK1168
 DK1168                          SUPERSEDED SURVEY CONTROL
 DK1168
 DK1168  NGVD 29 (11/26/84)   41.347  (m)          135.65   (f) ADJUSTED    2 0
 DK1168
 DK1168.Superseded values are not recommended for survey control.
 DK1168
 DK1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1168.See file dsdata.pdf to determine how the superseded data were derived.
 DK1168
 DK1168_MARKER: DB = BENCH MARK DISK
 DK1168_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DK1168_STAMPING: D 65 1935
 DK1168_MARK LOGO: CGS
 DK1168_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 DEPARTMENT OF TRANSPORTATION 2005 (VJB)
 DK1168'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0439 ***********************************************************************
 FG0439  DESIGNATION -  D 66
 FG0439  PID         -  FG0439
 FG0439  STATE/COUNTY-  AR/POPE
 FG0439  COUNTRY     -  US
 FG0439  USGS QUAD   -  MORELAND (2017)
 FG0439
 FG0439                         *CURRENT SURVEY CONTROL
 FG0439  ______________________________________________________________________
 FG0439* NAD 83(1986) POSITION- 35 17 42.90   (N) 092 56 16.08   (W)   HD_HELD1
 FG0439* NAVD 88 ORTHO HEIGHT -   115.653 (meters)      379.44  (feet) ADJUSTED
 FG0439  ______________________________________________________________________
 FG0439  GEOID HEIGHT    -        -28.800 (meters)                     GEOID18
 FG0439  DYNAMIC HEIGHT  -        115.545 (meters)      379.08  (feet) COMP
 FG0439  MODELED GRAVITY -    979,698.9   (mgal)                       NAVD 88
 FG0439
 FG0439  VERT ORDER      -  SECOND    CLASS 0
 FG0439
 FG0439.The horizontal coordinates were determined by differentially corrected
 FG0439.hand held GPS observations or other comparable positioning techniques
 FG0439.and have an estimated accuracy of +/- 3 meters.
 FG0439
 FG0439.The orthometric height was determined by differential leveling and
 FG0439.adjusted by the NATIONAL GEODETIC SURVEY
 FG0439.in June 1991.
 FG0439
 FG0439.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0439.GEOID18 height accuracy estimate available here.
 FG0439
 FG0439.Click photographs - Photos may exist for this station.
 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     -   107,122.5     314,704.3     MT  (+/- 3 meters HH1 GPS) 
 FG0439
 FG0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV0565505787(NAD 83)
 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
 FG0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0439.See file dsdata.pdf to determine how the superseded data were derived.
 FG0439
 FG0439_MARKER: DB = BENCH MARK DISK
 FG0439_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0439_STAMPING: D 66 1935
 FG0439_MARK LOGO: CGS
 FG0439_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0473 ***********************************************************************
 FG0473  DESIGNATION -  D 67
 FG0473  PID         -  FG0473
 FG0473  STATE/COUNTY-  AR/POPE
 FG0473  COUNTRY     -  US
 FG0473  USGS QUAD   -  HATTIEVILLE (2017)
 FG0473
 FG0473                         *CURRENT SURVEY CONTROL
 FG0473  ______________________________________________________________________
 FG0473* NAD 83(1986) POSITION- 35 19 27.     (N) 092 52 25.     (W)   SCALED
 FG0473* NAVD 88 ORTHO HEIGHT -    94.788 (meters)      310.98  (feet) ADJUSTED
 FG0473  ______________________________________________________________________
 FG0473  GEOID HEIGHT    -        -28.727 (meters)                     GEOID18
 FG0473  DYNAMIC HEIGHT  -         94.699 (meters)      310.69  (feet) COMP
 FG0473  MODELED GRAVITY -    979,701.1   (mgal)                       NAVD 88
 FG0473
 FG0473  VERT ORDER      -  SECOND    CLASS 0
 FG0473
 FG0473.The horizontal coordinates were scaled from a map and have
 FG0473.an estimated accuracy of +/- 6 seconds.
 FG0473
 FG0473.The orthometric height was determined by differential leveling and
 FG0473.adjusted by the NATIONAL GEODETIC SURVEY
 FG0473.in June 1991.
 FG0473
 FG0473.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0473.GEOID18 height accuracy estimate available here.
 FG0473
 FG0473.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV114090(NAD 83)
 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
 FG0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0473.See file dsdata.pdf to determine how the superseded data were derived.
 FG0473
 FG0473_MARKER: DB = BENCH MARK DISK
 FG0473_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0473_STAMPING: D 67 1935
 FG0473_MARK LOGO: CGS
 FG0473_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0473
 FG0473  HISTORY     - Date     Condition        Report By
 FG0473  HISTORY     - 1935     MONUMENTED       CGS
 FG0473  HISTORY     - 1962     MARK NOT FOUND   CGS
 FG0473
 FG0473                          STATION DESCRIPTION
 FG0473
 FG0473'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FF1428 ***********************************************************************
 FF1428  DESIGNATION -  D 69
 FF1428  PID         -  FF1428
 FF1428  STATE/COUNTY-  AR/WHITE
 FF1428  COUNTRY     -  US
 FF1428  USGS QUAD   -  BEEBE (2017)
 FF1428
 FF1428                         *CURRENT SURVEY CONTROL
 FF1428  ______________________________________________________________________
 FF1428* NAD 83(1986) POSITION- 35 05 01.     (N) 091 57 45.     (W)   SCALED
 FF1428* NAVD 88 ORTHO HEIGHT -    79.853 (meters)      261.98  (feet) ADJUSTED
 FF1428  ______________________________________________________________________
 FF1428  GEOID HEIGHT    -        -27.373 (meters)                     GEOID18
 FF1428  DYNAMIC HEIGHT  -         79.779 (meters)      261.74  (feet) COMP
 FF1428  MODELED GRAVITY -    979,713.6   (mgal)                       NAVD 88
 FF1428
 FF1428  VERT ORDER      -  SECOND    CLASS 0
 FF1428
 FF1428.The horizontal coordinates were scaled from a map and have
 FF1428.an estimated accuracy of +/- 6 seconds.
 FF1428
 FF1428.The orthometric height was determined by differential leveling and
 FF1428.adjusted by the NATIONAL GEODETIC SURVEY
 FF1428.in June 1991.
 FF1428
 FF1428.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1428.GEOID18 height accuracy estimate available here.
 FF1428
 FF1428.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU945828(NAD 83)
 FF1428
 FF1428                          SUPERSEDED SURVEY CONTROL
 FF1428
 FF1428  NGVD 29 (11/26/84)   79.849  (m)          261.97   (f) ADJUSTED    2 0
 FF1428
 FF1428.Superseded values are not recommended for survey control.
 FF1428
 FF1428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1428.See file dsdata.pdf to determine how the superseded data were derived.
 FF1428
 FF1428_MARKER: DB = BENCH MARK DISK
 FF1428_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF1428_STAMPING: D 69 1934
 FF1428_MARK LOGO: CGS
 FF1428_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1428
 FF1428  HISTORY     - Date     Condition        Report By
 FF1428  HISTORY     - 1934     MONUMENTED       CGS
 FF1428  HISTORY     - 20020427 MARK NOT FOUND   USACE
 FF1428  HISTORY     - 20110719 MARK NOT FOUND   ARHD
 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.
 FF1428
 FF1428                          STATION RECOVERY (2011)
 FF1428
 FF1428'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (SES)
 FF1428'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0029 ***********************************************************************
 FG0029  DESIGNATION -  D 7
 FG0029  PID         -  FG0029
 FG0029  STATE/COUNTY-  AR/VAN BUREN
 FG0029  COUNTRY     -  US
 FG0029  USGS QUAD   -  LESLIE (2017)
 FG0029
 FG0029                         *CURRENT SURVEY CONTROL
 FG0029  ______________________________________________________________________
 FG0029* NAD 83(1986) POSITION- 35 47 14.     (N) 092 30 37.     (W)   SCALED
 FG0029* NAVD 88 ORTHO HEIGHT -   275.524 (meters)      903.95  (feet) ADJUSTED
 FG0029  ______________________________________________________________________
 FG0029  GEOID HEIGHT    -        -27.887 (meters)                     GEOID18
 FG0029  DYNAMIC HEIGHT  -        275.268 (meters)      903.11  (feet) COMP
 FG0029  MODELED GRAVITY -    979,695.7   (mgal)                       NAVD 88
 FG0029
 FG0029  VERT ORDER      -  FIRST     CLASS II
 FG0029
 FG0029.The horizontal coordinates were scaled from a map and have
 FG0029.an estimated accuracy of +/- 6 seconds.
 FG0029
 FG0029.The orthometric height was determined by differential leveling and
 FG0029.adjusted by the NATIONAL GEODETIC SURVEY
 FG0029.in June 1991.
 FG0029
 FG0029.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0029.GEOID18 height accuracy estimate available here.
 FG0029
 FG0029.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV442604(NAD 83)
 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
 FG0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0029.See file dsdata.pdf to determine how the superseded data were derived.
 FG0029
 FG0029_MARKER: DB = BENCH MARK DISK
 FG0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0029_STAMPING: D 7 1931
 FG0029_MARK LOGO: CGS
 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             CGS
 FG0029
 FG0029                          STATION DESCRIPTION
 FG0029
 FG0029'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0001 ***********************************************************************
 EJ0001  DESIGNATION -  D 70
 EJ0001  PID         -  EJ0001
 EJ0001  STATE/COUNTY-  AR/FAULKNER
 EJ0001  COUNTRY     -  US
 EJ0001  USGS QUAD   -  MAYFLOWER (2017)
 EJ0001
 EJ0001                         *CURRENT SURVEY CONTROL
 EJ0001  ______________________________________________________________________
 EJ0001* NAD 83(1986) POSITION- 34 59 24.     (N) 092 25 07.     (W)   SCALED
 EJ0001* NAVD 88 ORTHO HEIGHT -    87.855 (meters)      288.24  (feet) ADJUSTED
 EJ0001  ______________________________________________________________________
 EJ0001  GEOID HEIGHT    -        -27.654 (meters)                     GEOID18
 EJ0001  DYNAMIC HEIGHT  -         87.772 (meters)      287.97  (feet) COMP
 EJ0001  MODELED GRAVITY -    979,694.5   (mgal)                       NAVD 88
 EJ0001
 EJ0001  VERT ORDER      -  FIRST     CLASS II
 EJ0001
 EJ0001.The horizontal coordinates were scaled from a map and have
 EJ0001.an estimated accuracy of +/- 6 seconds.
 EJ0001
 EJ0001.The orthometric height was determined by differential leveling and
 EJ0001.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0001.in September 2023.
 EJ0001
 EJ0001.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0001.GEOID18 height accuracy estimate available here.
 EJ0001
 EJ0001.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU530720(NAD 83)
 EJ0001
 EJ0001                          SUPERSEDED SURVEY CONTROL
 EJ0001
 EJ0001  NAVD 88 (06/15/91)   87.855  (m)          288.24   (f) SUPERSEDED  1 2
 EJ0001  NGVD 29 (06/07/95)   87.902  (m)          288.39   (f) ADJUSTED    1 2
 EJ0001  NGVD 29 (??/??/92)   87.968  (m)          288.61   (f) SUPERSEDED  1 2
 EJ0001
 EJ0001.Superseded values are not recommended for survey control.
 EJ0001
 EJ0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0001.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0001
 EJ0001_MARKER: DB = BENCH MARK DISK
 EJ0001_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0001_STAMPING: D 70 1934
 EJ0001_MARK LOGO: CGS
 EJ0001_PROJECTION: FLUSH
 EJ0001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0001
 EJ0001  HISTORY     - Date     Condition        Report By
 EJ0001  HISTORY     - 1934     MONUMENTED       CGS
 EJ0001  HISTORY     - 1967     GOOD             CGS
 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG0394 ***********************************************************************
 FG0394  DESIGNATION -  D 71
 FG0394  PID         -  FG0394
 FG0394  STATE/COUNTY-  AR/PERRY
 FG0394  COUNTRY     -  US
 FG0394  USGS QUAD   -  PERRYVILLE (2017)
 FG0394
 FG0394                         *CURRENT SURVEY CONTROL
 FG0394  ______________________________________________________________________
 FG0394* NAD 83(1986) POSITION- 35 02 48.     (N) 092 49 51.     (W)   SCALED
 FG0394* NAVD 88 ORTHO HEIGHT -   102.836 (meters)      337.39  (feet) ADJUSTED
 FG0394  ______________________________________________________________________
 FG0394  GEOID HEIGHT    -        -28.523 (meters)                     GEOID18
 FG0394  DYNAMIC HEIGHT  -        102.738 (meters)      337.07  (feet) COMP
 FG0394  MODELED GRAVITY -    979,680.1   (mgal)                       NAVD 88
 FG0394
 FG0394  VERT ORDER      -  SECOND    CLASS I
 FG0394
 FG0394.The horizontal coordinates were scaled from a map and have
 FG0394.an estimated accuracy of +/- 6 seconds.
 FG0394
 FG0394.The orthometric height was determined by differential leveling and
 FG0394.adjusted by the NATIONAL GEODETIC SURVEY
 FG0394.in September 2023.
 FG0394
 FG0394.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0394.GEOID18 height accuracy estimate available here.
 FG0394
 FG0394.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU154782(NAD 83)
 FG0394
 FG0394                          SUPERSEDED SURVEY CONTROL
 FG0394
 FG0394  NAVD 88 (06/15/91)  102.847  (m)          337.42   (f) SUPERSEDED  2 0
 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
 FG0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0394.See file dsdata.pdf to determine how the superseded data were derived.
 FG0394
 FG0394_MARKER: DB = BENCH MARK DISK
 FG0394_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0394_STAMPING: D 71 1934
 FG0394_MARK LOGO: CGS
 FG0394_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0394
 FG0394  HISTORY     - Date     Condition        Report By
 FG0394  HISTORY     - 1934     MONUMENTED       CGS
 FG0394  HISTORY     - 1939     GOOD             CGS
 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 COAST AND GEODETIC SURVEY 1939
 FG0394'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0988 ***********************************************************************
 FG0988  DESIGNATION -  D 72
 FG0988  PID         -  FG0988
 FG0988  STATE/COUNTY-  AR/POPE
 FG0988  COUNTRY     -  US
 FG0988  USGS QUAD   -  HOLLA BEND (2017)
 FG0988
 FG0988                         *CURRENT SURVEY CONTROL
 FG0988  ______________________________________________________________________
 FG0988* NAD 83(1986) POSITION- 35 14 59.     (N) 093 02 40.     (W)   SCALED
 FG0988* NAVD 88 ORTHO HEIGHT -   112.564 (meters)      369.30  (feet) ADJUSTED
 FG0988  ______________________________________________________________________
 FG0988  GEOID HEIGHT    -        -29.013 (meters)                     GEOID18
 FG0988  DYNAMIC HEIGHT  -        112.457 (meters)      368.95  (feet) COMP
 FG0988  MODELED GRAVITY -    979,688.4   (mgal)                       NAVD 88
 FG0988
 FG0988  VERT ORDER      -  FIRST     CLASS II
 FG0988
 FG0988.The horizontal coordinates were scaled from a map and have
 FG0988.an estimated accuracy of +/- 6 seconds.
 FG0988
 FG0988.The orthometric height was determined by differential leveling and
 FG0988.adjusted by the NATIONAL GEODETIC SURVEY
 FG0988.in June 1991.
 FG0988
 FG0988.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0988.GEOID18 height accuracy estimate available here.
 FG0988
 FG0988.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV959007(NAD 83)
 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
 FG0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0988.See file dsdata.pdf to determine how the superseded data were derived.
 FG0988
 FG0988_MARKER: DB = BENCH MARK DISK
 FG0988_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0988_STAMPING: D 72 1934
 FG0988_MARK LOGO: CGS
 FG0988_PROJECTION: PROJECTING 5 CENTIMETERS
 FG0988_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0988
 FG0988  HISTORY     - Date     Condition        Report By
 FG0988  HISTORY     - 1934     MONUMENTED       CGS
 FG0988  HISTORY     - 1967     GOOD             CGS
 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0917 ***********************************************************************
 EJ0917  DESIGNATION -  D 73
 EJ0917  PID         -  EJ0917
 EJ0917  STATE/COUNTY-  AR/PERRY
 EJ0917  COUNTRY     -  US
 EJ0917  USGS QUAD   -  THORNBURG (2017)
 EJ0917
 EJ0917                         *CURRENT SURVEY CONTROL
 EJ0917  ______________________________________________________________________
 EJ0917* NAD 83(1986) POSITION- 34 56 31.     (N) 092 48 54.     (W)   SCALED
 EJ0917* NAVD 88 ORTHO HEIGHT -   228.845 (meters)      750.80  (feet) ADJUSTED
 EJ0917  ______________________________________________________________________
 EJ0917  GEOID HEIGHT    -        -28.160 (meters)                     GEOID18
 EJ0917  DYNAMIC HEIGHT  -        228.622 (meters)      750.07  (feet) COMP
 EJ0917  MODELED GRAVITY -    979,652.5   (mgal)                       NAVD 88
 EJ0917
 EJ0917  VERT ORDER      -  SECOND    CLASS 0
 EJ0917
 EJ0917.The horizontal coordinates were scaled from a map and have
 EJ0917.an estimated accuracy of +/- 6 seconds.
 EJ0917
 EJ0917.The orthometric height was determined by differential leveling and
 EJ0917.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0917.in June 1991.
 EJ0917
 EJ0917.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0917.GEOID18 height accuracy estimate available here.
 EJ0917
 EJ0917.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU168666(NAD 83)
 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
 EJ0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0917.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0917
 EJ0917_MARKER: DB = BENCH MARK DISK
 EJ0917_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0917_STAMPING: D 73 1935
 EJ0917_MARK LOGO: CGS
 EJ0917_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0917
 EJ0917  HISTORY     - Date     Condition        Report By
 EJ0917  HISTORY     - 1935     MONUMENTED       CGS
 EJ0917
 EJ0917                          STATION DESCRIPTION
 EJ0917
 EJ0917'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1146 ***********************************************************************
 FF1146  DESIGNATION -  D 75
 FF1146  PID         -  FF1146
 FF1146  STATE/COUNTY-  AR/JACKSON
 FF1146  COUNTRY     -  US
 FF1146  USGS QUAD   -  AMAGON (2017)
 FF1146
 FF1146                         *CURRENT SURVEY CONTROL
 FF1146  ______________________________________________________________________
 FF1146* NAD 83(1986) POSITION- 35 33 40.     (N) 091 06 38.     (W)   SCALED
 FF1146* NAVD 88 ORTHO HEIGHT -    67.075 (meters)      220.06  (feet) ADJUSTED
 FF1146  ______________________________________________________________________
 FF1146  GEOID HEIGHT    -        -27.521 (meters)                     GEOID18
 FF1146  DYNAMIC HEIGHT  -         67.016 (meters)      219.87  (feet) COMP
 FF1146  MODELED GRAVITY -    979,764.4   (mgal)                       NAVD 88
 FF1146
 FF1146  VERT ORDER      -  SECOND    CLASS 0
 FF1146
 FF1146.The horizontal coordinates were scaled from a map and have
 FF1146.an estimated accuracy of +/- 6 seconds.
 FF1146
 FF1146.The orthometric height was determined by differential leveling and
 FF1146.adjusted by the NATIONAL GEODETIC SURVEY
 FF1146.in June 1991.
 FF1146
 FF1146.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1146.GEOID18 height accuracy estimate available here.
 FF1146
 FF1146.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV712369(NAD 83)
 FF1146
 FF1146                          SUPERSEDED SURVEY CONTROL
 FF1146
 FF1146  NGVD 29 (11/26/84)   67.008  (m)          219.84   (f) ADJUSTED    2 0
 FF1146
 FF1146.Superseded values are not recommended for survey control.
 FF1146
 FF1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1146.See file dsdata.pdf to determine how the superseded data were derived.
 FF1146
 FF1146_MARKER: DB = BENCH MARK DISK
 FF1146_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF1146_STAMPING: D 75 1934
 FF1146_MARK LOGO: CGS
 FF1146_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0776 ***********************************************************************
 FF0776  DESIGNATION -  D 76
 FF0776  PID         -  FF0776
 FF0776  STATE/COUNTY-  AR/CRAIGHEAD
 FF0776  COUNTRY     -  US
 FF0776  USGS QUAD   -  GREENFIELD (2017)
 FF0776
 FF0776                         *CURRENT SURVEY CONTROL
 FF0776  ______________________________________________________________________
 FF0776* NAD 83(1986) POSITION- 35 44 47.     (N) 090 41 06.     (W)   SCALED
 FF0776* NAVD 88 ORTHO HEIGHT -    86.485 (meters)      283.74  (feet) ADJUSTED
 FF0776  ______________________________________________________________________
 FF0776  GEOID HEIGHT    -        -27.775 (meters)                     GEOID18
 FF0776  DYNAMIC HEIGHT  -         86.411 (meters)      283.50  (feet) COMP
 FF0776  MODELED GRAVITY -    979,774.6   (mgal)                       NAVD 88
 FF0776
 FF0776  VERT ORDER      -  FIRST     CLASS II
 FF0776
 FF0776.The horizontal coordinates were scaled from a map and have
 FF0776.an estimated accuracy of +/- 6 seconds.
 FF0776
 FF0776.The orthometric height was determined by differential leveling and
 FF0776.adjusted by the NATIONAL GEODETIC SURVEY
 FF0776.in June 1991.
 FF0776
 FF0776.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0776.GEOID18 height accuracy estimate available here.
 FF0776
 FF0776.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV093582(NAD 83)
 FF0776
 FF0776                          SUPERSEDED SURVEY CONTROL
 FF0776
 FF0776  NGVD 29 (11/26/84)   86.407  (m)          283.49   (f) ADJUSTED    1 2
 FF0776
 FF0776.Superseded values are not recommended for survey control.
 FF0776
 FF0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0776.See file dsdata.pdf to determine how the superseded data were derived.
 FF0776
 FF0776_MARKER: DB = BENCH MARK DISK
 FF0776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0776_STAMPING: D 76 1934
 FF0776_MARK LOGO: CGS
 FF0776_PROJECTION: FLUSH
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0937 ***********************************************************************
 EJ0937  DESIGNATION -  D 78
 EJ0937  PID         -  EJ0937
 EJ0937  STATE/COUNTY-  AR/SALINE
 EJ0937  COUNTRY     -  US
 EJ0937  USGS QUAD   -  LONSDALE NE (2017)
 EJ0937
 EJ0937                         *CURRENT SURVEY CONTROL
 EJ0937  ______________________________________________________________________
 EJ0937* NAD 83(1986) POSITION- 34 38 09.35   (N) 092 46 04.68   (W)   HD_HELD1
 EJ0937* NAVD 88 ORTHO HEIGHT -   128.943 (meters)      423.04  (feet) ADJUSTED
 EJ0937  ______________________________________________________________________
 EJ0937  GEOID HEIGHT    -        -26.944 (meters)                     GEOID18
 EJ0937  DYNAMIC HEIGHT  -        128.819 (meters)      422.63  (feet) COMP
 EJ0937  MODELED GRAVITY -    979,673.7   (mgal)                       NAVD 88
 EJ0937
 EJ0937  VERT ORDER      -  SECOND    CLASS 0
 EJ0937
 EJ0937.The horizontal coordinates were determined by differentially corrected
 EJ0937.hand held GPS observations or other comparable positioning techniques
 EJ0937.and have an estimated accuracy of +/- 3 meters.
 EJ0937
 EJ0937.The orthometric height was determined by differential leveling and
 EJ0937.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0937.in June 1991.
 EJ0937
 EJ0937.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0937.GEOID18 height accuracy estimate available here.
 EJ0937
 EJ0937.Click photographs - Photos may exist for this station.
 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     -   618,685.0     329,587.2     MT  (+/- 3 meters HH1 GPS) 
 EJ0937
 EJ0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU2126632694(NAD 83)
 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
 EJ0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0937.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0937
 EJ0937_MARKER: DB = BENCH MARK DISK
 EJ0937_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0937_STAMPING: D 78 1935
 EJ0937_MARK LOGO: CGS
 EJ0937_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0937
 EJ0937  HISTORY     - Date     Condition        Report By
 EJ0937  HISTORY     - 1935     MONUMENTED       CGS
 EJ0937  HISTORY     - 1935     GOOD             CGS
 EJ0937  HISTORY     - 1972     MARK NOT FOUND   USGS
 EJ0937  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ0937
 EJ0937                          STATION DESCRIPTION
 EJ0937
 EJ0937'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0661 ***********************************************************************
 EJ0661  DESIGNATION -  D 79
 EJ0661  PID         -  EJ0661
 EJ0661  STATE/COUNTY-  AR/HOT SPRING
 EJ0661  COUNTRY     -  US
 EJ0661  USGS QUAD   -  TRASKWOOD (2017)
 EJ0661
 EJ0661                         *CURRENT SURVEY CONTROL
 EJ0661  ______________________________________________________________________
 EJ0661* NAD 83(1986) POSITION- 34 22 32.86   (N) 092 44 38.81   (W)   HD_HELD1
 EJ0661* NAVD 88 ORTHO HEIGHT -    97.604 (meters)      320.22  (feet) ADJUSTED
 EJ0661  ______________________________________________________________________
 EJ0661  GEOID HEIGHT    -        -26.401 (meters)                     GEOID18
 EJ0661  DYNAMIC HEIGHT  -         97.510 (meters)      319.91  (feet) COMP
 EJ0661  MODELED GRAVITY -    979,667.6   (mgal)                       NAVD 88
 EJ0661
 EJ0661  VERT ORDER      -  SECOND    CLASS 0
 EJ0661
 EJ0661.The horizontal coordinates were determined by differentially corrected
 EJ0661.hand held GPS observations or other comparable positioning techniques
 EJ0661.and have an estimated accuracy of +/- 3 meters.
 EJ0661
 EJ0661.The orthometric height was determined by differential leveling and
 EJ0661.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0661.in June 1991.
 EJ0661
 EJ0661.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0661.GEOID18 height accuracy estimate available here.
 EJ0661
 EJ0661.Click photographs - Photos may exist for this station.
 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     -   589,813.6     331,564.4     MT  (+/- 3 meters HH1 GPS) 
 EJ0661
 EJ0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU2352503854(NAD 83)
 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
 EJ0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0661.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0661
 EJ0661_MARKER: DB = BENCH MARK DISK
 EJ0661_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0661_STAMPING: D 79 1935
 EJ0661_MARK LOGO: CGS
 EJ0661_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0661
 EJ0661  HISTORY     - Date     Condition        Report By
 EJ0661  HISTORY     - 1935     MONUMENTED       CGS
 EJ0661  HISTORY     - 1975     GOOD             USGS
 EJ0661  HISTORY     - 20160314 MARK NOT FOUND   ARHD
 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.
 EJ0661
 EJ0661                          STATION RECOVERY (2016)
 EJ0661
 EJ0661'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (BAB)
 EJ0661'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1306 ***********************************************************************
 FF1306  DESIGNATION -  D 8
 FF1306  PID         -  FF1306
 FF1306  STATE/COUNTY-  AR/WHITE
 FF1306  COUNTRY     -  US
 FF1306  USGS QUAD   -  LETONA (2017)
 FF1306
 FF1306                         *CURRENT SURVEY CONTROL
 FF1306  ______________________________________________________________________
 FF1306* NAD 83(1986) POSITION- 35 19 18.     (N) 091 49 50.     (W)   SCALED
 FF1306* NAVD 88 ORTHO HEIGHT -    82.324 (meters)      270.09  (feet) ADJUSTED
 FF1306  ______________________________________________________________________
 FF1306  GEOID HEIGHT    -        -27.432 (meters)                     GEOID18
 FF1306  DYNAMIC HEIGHT  -         82.250 (meters)      269.85  (feet) COMP
 FF1306  MODELED GRAVITY -    979,732.2   (mgal)                       NAVD 88
 FF1306
 FF1306  VERT ORDER      -  FIRST     CLASS II
 FF1306
 FF1306.The horizontal coordinates were scaled from a map and have
 FF1306.an estimated accuracy of +/- 6 seconds.
 FF1306
 FF1306.The orthometric height was determined by differential leveling and
 FF1306.adjusted by the NATIONAL GEODETIC SURVEY
 FF1306.in June 1991.
 FF1306
 FF1306.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1306.GEOID18 height accuracy estimate available here.
 FF1306
 FF1306.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV062093(NAD 83)
 FF1306
 FF1306                          SUPERSEDED SURVEY CONTROL
 FF1306
 FF1306  NGVD 29 (11/26/84)   82.268  (m)          269.91   (f) ADJUSTED    1 2
 FF1306
 FF1306.Superseded values are not recommended for survey control.
 FF1306
 FF1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1306.See file dsdata.pdf to determine how the superseded data were derived.
 FF1306
 FF1306_MARKER: DB = BENCH MARK DISK
 FF1306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1306_STAMPING: D 8 1931
 FF1306_MARK LOGO: CGS
 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 (GRF)
 FF1306'2.8 MI N FROM ARMSTRONG SPRINGS.  2.8 MILES NORTH ALONG THE MISSOURI
 FF1306'AND ARKANSA RAILWAY FROM ARMSTRONG SPRINGS, WHITE COUNTY, 8 FEET SOUTH
 FF1306'OF MILEPOST 264, AND 32.5 FEET EAST OF THE CENTER LINE OF THE TRACK.
 FF1306'A STANDARD DISK STAMPED D 8 1931 AND SET IN THE TOP OF A CONCRETE
 FF1306'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 = MARCH 20, 2026 22:17:28 EDT
 EJ0577 ***********************************************************************
 EJ0577  DESIGNATION -  D 80
 EJ0577  PID         -  EJ0577
 EJ0577  STATE/COUNTY-  AR/GRANT
 EJ0577  COUNTRY     -  US
 EJ0577  USGS QUAD   -  SHERIDAN (2017)
 EJ0577
 EJ0577                         *CURRENT SURVEY CONTROL
 EJ0577  ______________________________________________________________________
 EJ0577* NAD 83(1986) POSITION- 34 20 07.     (N) 092 25 13.     (W)   SCALED
 EJ0577* NAVD 88 ORTHO HEIGHT -    88.422 (meters)      290.10  (feet) ADJUSTED
 EJ0577  ______________________________________________________________________
 EJ0577  GEOID HEIGHT    -        -26.064 (meters)                     GEOID18
 EJ0577  DYNAMIC HEIGHT  -         88.338 (meters)      289.82  (feet) COMP
 EJ0577  MODELED GRAVITY -    979,680.5   (mgal)                       NAVD 88
 EJ0577
 EJ0577  VERT ORDER      -  SECOND    CLASS 0
 EJ0577
 EJ0577.The horizontal coordinates were scaled from a map and have
 EJ0577.an estimated accuracy of +/- 6 seconds.
 EJ0577
 EJ0577.The orthometric height was determined by differential leveling and
 EJ0577.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0577.in June 1991.
 EJ0577
 EJ0577.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0577.GEOID18 height accuracy estimate available here.
 EJ0577
 EJ0577.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT533994(NAD 83)
 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
 EJ0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0577.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0577
 EJ0577_MARKER: DB = BENCH MARK DISK
 EJ0577_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0577_STAMPING: D 80 1935
 EJ0577_MARK LOGO: CGS
 EJ0577_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 DEPARTMENT OF TRANSPORTATION 2005 (MSK)
 EJ0577'MARK NOT FOUND
 EJ0577
 EJ0577                          STATION RECOVERY (2006)
 EJ0577
 EJ0577'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2006 (MSK)
 EJ0577'MARK RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0698 ***********************************************************************
 EJ0698  DESIGNATION -  D 81
 EJ0698  PID         -  EJ0698
 EJ0698  STATE/COUNTY-  AR/GRANT
 EJ0698  COUNTRY     -  US
 EJ0698  USGS QUAD   -  LEOLA (2017)
 EJ0698
 EJ0698                         *CURRENT SURVEY CONTROL
 EJ0698  ______________________________________________________________________
 EJ0698* NAD 83(1986) POSITION- 34 14 45.04   (N) 092 36 57.15   (W)   HD_HELD1
 EJ0698* NAVD 88 ORTHO HEIGHT -    70.060 (meters)      229.86  (feet) ADJUSTED
 EJ0698  ______________________________________________________________________
 EJ0698  GEOID HEIGHT    -        -26.255 (meters)                     GEOID18
 EJ0698  DYNAMIC HEIGHT  -         69.992 (meters)      229.63  (feet) COMP
 EJ0698  MODELED GRAVITY -    979,661.2   (mgal)                       NAVD 88
 EJ0698
 EJ0698  VERT ORDER      -  SECOND    CLASS 0
 EJ0698
 EJ0698.The horizontal coordinates were determined by differentially corrected
 EJ0698.hand held GPS observations or other comparable positioning techniques
 EJ0698.and have an estimated accuracy of +/- 3 meters.
 EJ0698
 EJ0698.The orthometric height was determined by differential leveling and
 EJ0698.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0698.in June 1991.
 EJ0698
 EJ0698.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0698.GEOID18 height accuracy estimate available here.
 EJ0698
 EJ0698.Click photographs - Photos may exist for this station.
 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     -   575,321.5     343,271.5     MT  (+/- 3 meters HH1 GPS) 
 EJ0698
 EJ0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT3537089481(NAD 83)
 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
 EJ0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0698.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0698
 EJ0698_MARKER: DB = BENCH MARK DISK
 EJ0698_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0698_STAMPING: D 81 1935
 EJ0698_MARK LOGO: CGS
 EJ0698_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1021 ***********************************************************************
 EH1021  DESIGNATION -  D 82
 EH1021  PID         -  EH1021
 EH1021  STATE/COUNTY-  AR/LEE
 EH1021  COUNTRY     -  US
 EH1021  USGS QUAD   -  MARIANNA (2017)
 EH1021
 EH1021                         *CURRENT SURVEY CONTROL
 EH1021  ______________________________________________________________________
 EH1021* NAD 83(1986) POSITION- 34 52 02.     (N) 090 47 38.     (W)   SCALED
 EH1021* NAVD 88 ORTHO HEIGHT -    66.420 (meters)      217.91  (feet) ADJUSTED
 EH1021  ______________________________________________________________________
 EH1021  GEOID HEIGHT    -        -26.819 (meters)                     GEOID18
 EH1021  DYNAMIC HEIGHT  -         66.359 (meters)      217.71  (feet) COMP
 EH1021  MODELED GRAVITY -    979,717.7   (mgal)                       NAVD 88
 EH1021
 EH1021  VERT ORDER      -  SECOND    CLASS 0
 EH1021
 EH1021.The horizontal coordinates were scaled from a map and have
 EH1021.an estimated accuracy of +/- 6 seconds.
 EH1021
 EH1021.The orthometric height was determined by differential leveling and
 EH1021.adjusted by the NATIONAL GEODETIC SURVEY
 EH1021.in June 1991.
 EH1021
 EH1021.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1021.GEOID18 height accuracy estimate available here.
 EH1021
 EH1021.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU016605(NAD 83)
 EH1021
 EH1021                          SUPERSEDED SURVEY CONTROL
 EH1021
 EH1021  NGVD 29 (11/26/84)   66.418  (m)          217.91   (f) ADJUSTED    2 0
 EH1021
 EH1021.Superseded values are not recommended for survey control.
 EH1021
 EH1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1021.See file dsdata.pdf to determine how the superseded data were derived.
 EH1021
 EH1021_MARKER: DB = BENCH MARK DISK
 EH1021_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EH1021_STAMPING: D 82 1935
 EH1021_MARK LOGO: CGS
 EH1021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 DK1422 ***********************************************************************
 DK1422  DESIGNATION -  D 83
 DK1422  PID         -  DK1422
 DK1422  STATE/COUNTY-  AR/DREW
 DK1422  COUNTRY     -  US
 DK1422  USGS QUAD   -  MONTICELLO NORTH (2017)
 DK1422
 DK1422                         *CURRENT SURVEY CONTROL
 DK1422  ______________________________________________________________________
 DK1422* NAD 83(1986) POSITION- 33 37 39.7    (N) 091 45 42.1    (W)   HD_HELD2
 DK1422* NAVD 88 ORTHO HEIGHT -    88.206 (meters)      289.39  (feet) ADJUSTED
 DK1422  ______________________________________________________________________
 DK1422  GEOID HEIGHT    -        -25.748 (meters)                     GEOID18
 DK1422  DYNAMIC HEIGHT  -         88.115 (meters)      289.09  (feet) COMP
 DK1422  MODELED GRAVITY -    979,612.8   (mgal)                       NAVD 88
 DK1422
 DK1422  VERT ORDER      -  SECOND    CLASS I
 DK1422
 DK1422.The horizontal coordinates were established by autonomous hand held GPS
 DK1422.observations and have an estimated accuracy of +/- 10 meters.
 DK1422
 DK1422.The orthometric height was determined by differential leveling and
 DK1422.adjusted by the NATIONAL GEODETIC SURVEY
 DK1422.in June 1991.
 DK1422
 DK1422.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1422.GEOID18 height accuracy estimate available here.
 DK1422
 DK1422.Click photographs - Photos may exist for this station.
 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     -   506,616.      422,110.      MT  (+/- 10 meters HH2 GPS)
 DK1422
 DK1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT1485421564(NAD 83)
 DK1422
 DK1422                          SUPERSEDED SURVEY CONTROL
 DK1422
 DK1422  NGVD 29 (11/26/84)   88.309  (m)          289.73   (f) ADJUSTED    2 0
 DK1422
 DK1422.Superseded values are not recommended for survey control.
 DK1422
 DK1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1422.See file dsdata.pdf to determine how the superseded data were derived.
 DK1422
 DK1422_MARKER: DB = BENCH MARK DISK
 DK1422_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DK1422_STAMPING: D 83 1935
 DK1422_MARK LOGO: CGS
 DK1422_PROJECTION: PROJECTING 10 CENTIMETERS
 DK1422_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1422_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK1422+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2017
 DK1422
 DK1422  HISTORY     - Date     Condition        Report By
 DK1422  HISTORY     - 1935     MONUMENTED       CGS
 DK1422  HISTORY     - 20060224 MARK NOT FOUND   ARHD
 DK1422  HISTORY     - 20071031 GOOD             UARM
 DK1422  HISTORY     - 20130612 GOOD             ARHD
 DK1422  HISTORY     - 20170828 GOOD             ARHD
 DK1422
 DK1422                          STATION DESCRIPTION
 DK1422
 DK1422'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 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 DEPARTMENT OF TRANSPORTATION 2006 (VJB)
 DK1422'MARK NOT FOUND.
 DK1422
 DK1422                          STATION RECOVERY (2007)
 DK1422
 DK1422'RECOVERY NOTE BY UNIVERSITY OF ARKANSAS MONTICELLO 2007 (DJM)
 DK1422'RECOVERED IN GOOD CONDITION.
 DK1422
 DK1422                          STATION RECOVERY (2013)
 DK1422
 DK1422'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (CAW)
 DK1422'RECOVERED IN GOOD CONDITION.
 DK1422
 DK1422                          STATION RECOVERY (2017)
 DK1422
 DK1422'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2017 (JDH)
 DK1422'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1250 ***********************************************************************
 FF1250  DESIGNATION -  D 85
 FF1250  PID         -  FF1250
 FF1250  STATE/COUNTY-  AR/WOODRUFF
 FF1250  COUNTRY     -  US
 FF1250  USGS QUAD   -  COTTON PLANT (2017)
 FF1250
 FF1250                         *CURRENT SURVEY CONTROL
 FF1250  ______________________________________________________________________
 FF1250* NAD 83(1986) POSITION- 35 00 16.52   (N) 091 15 17.52   (W)   HD_HELD1
 FF1250* NAVD 88 ORTHO HEIGHT -    58.265 (meters)      191.16  (feet) ADJUSTED
 FF1250  ______________________________________________________________________
 FF1250  GEOID HEIGHT    -        -27.046 (meters)                     GEOID18
 FF1250  DYNAMIC HEIGHT  -         58.211 (meters)      190.98  (feet) COMP
 FF1250  MODELED GRAVITY -    979,719.7   (mgal)                       NAVD 88
 FF1250
 FF1250  VERT ORDER      -  SECOND    CLASS 0
 FF1250
 FF1250.The horizontal coordinates were determined by differentially corrected
 FF1250.hand held GPS observations or other comparable positioning techniques
 FF1250.and have an estimated accuracy of +/- 3 meters.
 FF1250
 FF1250.The orthometric height was determined by differential leveling and
 FF1250.adjusted by the NATIONAL GEODETIC SURVEY
 FF1250.in June 1991.
 FF1250
 FF1250.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1250.GEOID18 height accuracy estimate available here.
 FF1250
 FF1250.Click photographs - Photos may exist for this station.
 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     -    74,727.9     468,016.5     MT  (+/- 3 meters HH1 GPS) 
 FF1250
 FF1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU5924574943(NAD 83)
 FF1250
 FF1250                          SUPERSEDED SURVEY CONTROL
 FF1250
 FF1250  NGVD 29 (11/26/84)   58.245  (m)          191.09   (f) ADJUSTED    2 0
 FF1250
 FF1250.Superseded values are not recommended for survey control.
 FF1250
 FF1250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1250.See file dsdata.pdf to determine how the superseded data were derived.
 FF1250
 FF1250_MARKER: DB = BENCH MARK DISK
 FF1250_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF1250_STAMPING: D 85 1935
 FF1250_MARK LOGO: CGS
 FF1250_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1250
 FF1250  HISTORY     - Date     Condition        Report By
 FF1250  HISTORY     - 1935     MONUMENTED       CGS
 FF1250  HISTORY     - 20030528 MARK NOT FOUND   USACE
 FF1250  HISTORY     - 20100402 GOOD             ARHD
 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.
 FF1250
 FF1250                          STATION RECOVERY (2010)
 FF1250
 FF1250'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2010 (MP)
 FF1250'14 FT OF COMBINATION POLE, 17.0 FEET SOUTHEAST OF CENTER DROP INLET,
 FF1250'30.0 FEET EAST OF THE CENTER GUM ST, 34.0 FEET SOUTH OF CENTER HWY 38.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0597 ***********************************************************************
 FF0597  DESIGNATION -  D 86
 FF0597  PID         -  FF0597
 FF0597  STATE/COUNTY-  AR/CROSS
 FF0597  COUNTRY     -  US
 FF0597  USGS QUAD   -  PARKIN (2017)
 FF0597
 FF0597                         *CURRENT SURVEY CONTROL
 FF0597  ______________________________________________________________________
 FF0597* NAD 83(1986) POSITION- 35 15 36.     (N) 090 30 59.     (W)   SCALED
 FF0597* NAVD 88 ORTHO HEIGHT -    66.296 (meters)      217.51  (feet) POSTED
 FF0597  ______________________________________________________________________
 FF0597  GEOID HEIGHT    -        -27.309 (meters)                     GEOID18
 FF0597  DYNAMIC HEIGHT  -         66.24  (meters)      217.3   (feet) COMP
 FF0597  MODELED GRAVITY -    979,744.4   (mgal)                       NAVD 88
 FF0597
 FF0597  VERT ORDER      -  * POSTED, SEE BELOW
 FF0597
 FF0597.The horizontal coordinates were scaled from a 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
 FF0597.* This is a POSTED BENCH MARK height.
 FF0597
 FF0597.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0597.GEOID18 height accuracy estimate available here.
 FF0597
 FF0597.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV259047(NAD 83)
 FF0597
 FF0597                          SUPERSEDED SURVEY CONTROL
 FF0597
 FF0597  NGVD 29 (11/26/84)   66.288  (m)          217.48   (f) ADJUSTED    2 0
 FF0597
 FF0597.Superseded values are not recommended for survey control.
 FF0597
 FF0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0597.See file dsdata.pdf to determine how the superseded data were derived.
 FF0597
 FF0597_MARKER: DB = BENCH MARK DISK
 FF0597_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF0597_STAMPING: D 86 1935
 FF0597_MARK LOGO: CGS
 FF0597_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1405 ***********************************************************************
 FF1405  DESIGNATION -  D 87
 FF1405  PID         -  FF1405
 FF1405  STATE/COUNTY-  AR/PRAIRIE
 FF1405  COUNTRY     -  US
 FF1405  USGS QUAD   -  JASMINE (2017)
 FF1405
 FF1405                         *CURRENT SURVEY CONTROL
 FF1405  ______________________________________________________________________
 FF1405* NAD 83(1986) POSITION- 35 00 29.     (N) 091 32 22.     (W)   SCALED
 FF1405* NAVD 88 ORTHO HEIGHT -    58.718 (meters)      192.64  (feet) ADJUSTED
 FF1405  ______________________________________________________________________
 FF1405  GEOID HEIGHT    -        -27.233 (meters)                     GEOID18
 FF1405  DYNAMIC HEIGHT  -         58.664 (meters)      192.47  (feet) COMP
 FF1405  MODELED GRAVITY -    979,711.5   (mgal)                       NAVD 88
 FF1405
 FF1405  VERT ORDER      -  FIRST     CLASS II
 FF1405
 FF1405.The horizontal coordinates were scaled from a map and have
 FF1405.an estimated accuracy of +/- 6 seconds.
 FF1405
 FF1405.The orthometric height was determined by differential leveling and
 FF1405.adjusted by the NATIONAL GEODETIC SURVEY
 FF1405.in June 1991.
 FF1405
 FF1405.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1405.GEOID18 height accuracy estimate available here.
 FF1405
 FF1405.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU332749(NAD 83)
 FF1405
 FF1405                          SUPERSEDED SURVEY CONTROL
 FF1405
 FF1405  NGVD 29 (11/26/84)   58.708  (m)          192.61   (f) ADJUSTED    1 2
 FF1405
 FF1405.Superseded values are not recommended for survey control.
 FF1405
 FF1405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1405.See file dsdata.pdf to determine how the superseded data were derived.
 FF1405
 FF1405_MARKER: DB = BENCH MARK DISK
 FF1405_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF1405_STAMPING: D 87 1935
 FF1405_MARK LOGO: CGS
 FF1405_PROJECTION: PROJECTING 18 CENTIMETERS
 FF1405_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EK0284 ***********************************************************************
 EK0284  DESIGNATION -  D 88
 EK0284  PID         -  EK0284
 EK0284  STATE/COUNTY-  AR/SEVIER
 EK0284  COUNTRY     -  US
 EK0284  USGS QUAD   -  GENEVA (2017)
 EK0284
 EK0284                         *CURRENT SURVEY CONTROL
 EK0284  ______________________________________________________________________
 EK0284* NAD 83(1986) POSITION- 34 02 46.     (N) 094 11 58.     (W)   SCALED
 EK0284* NAVD 88 ORTHO HEIGHT -   107.978 (meters)      354.26  (feet) ADJUSTED
 EK0284  ______________________________________________________________________
 EK0284  GEOID HEIGHT    -        -27.787 (meters)                     GEOID18
 EK0284  DYNAMIC HEIGHT  -        107.868 (meters)      353.90  (feet) COMP
 EK0284  MODELED GRAVITY -    979,618.1   (mgal)                       NAVD 88
 EK0284
 EK0284  VERT ORDER      -  SECOND    CLASS 0
 EK0284
 EK0284.The horizontal coordinates were scaled from a map and have
 EK0284.an estimated accuracy of +/- 6 seconds.
 EK0284
 EK0284.The orthometric height was determined by differential leveling and
 EK0284.adjusted by the NATIONAL GEODETIC SURVEY
 EK0284.in June 1991.
 EK0284
 EK0284.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0284.GEOID18 height accuracy estimate available here.
 EK0284
 EK0284.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT892679(NAD 83)
 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
 EK0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0284.See file dsdata.pdf to determine how the superseded data were derived.
 EK0284
 EK0284_MARKER: DB = BENCH MARK DISK
 EK0284_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EK0284_STAMPING: D 88 1935
 EK0284_MARK LOGO: CGS
 EK0284_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0284
 EK0284  HISTORY     - Date     Condition        Report By
 EK0284  HISTORY     - 1935     MONUMENTED       CGS
 EK0284  HISTORY     - 1962     MARK NOT FOUND   CGS
 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 COAST AND GEODETIC SURVEY 1962
 EK0284'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EK0211 ***********************************************************************
 EK0211  DESIGNATION -  D 89
 EK0211  PID         -  EK0211
 EK0211  STATE/COUNTY-  AR/POLK
 EK0211  COUNTRY     -  US
 EK0211  USGS QUAD   -  BAKER SPRINGS (2017)
 EK0211
 EK0211                         *CURRENT SURVEY CONTROL
 EK0211  ______________________________________________________________________
 EK0211* NAD 83(1986) POSITION- 34 21 49.     (N) 094 07 46.     (W)   SCALED
 EK0211* NAVD 88 ORTHO HEIGHT -   336.395 (meters)     1103.66  (feet) ADJUSTED
 EK0211  ______________________________________________________________________
 EK0211  GEOID HEIGHT    -        -28.693 (meters)                     GEOID18
 EK0211  DYNAMIC HEIGHT  -        336.047 (meters)     1102.51  (feet) COMP
 EK0211  MODELED GRAVITY -    979,590.2   (mgal)                       NAVD 88
 EK0211
 EK0211  VERT ORDER      -  SECOND    CLASS 0
 EK0211
 EK0211.The horizontal coordinates were scaled from a map and have
 EK0211.an estimated accuracy of +/- 6 seconds.
 EK0211
 EK0211.The orthometric height was determined by differential leveling and
 EK0211.adjusted by the NATIONAL GEODETIC SURVEY
 EK0211.in June 1991.
 EK0211
 EK0211.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0211.GEOID18 height accuracy estimate available here.
 EK0211
 EK0211.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU961030(NAD 83)
 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
 EK0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0211.See file dsdata.pdf to determine how the superseded data were derived.
 EK0211
 EK0211_MARKER: DB = BENCH MARK DISK
 EK0211_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EK0211_STAMPING: D 89 1935
 EK0211_MARK LOGO: CGS
 EK0211_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0211
 EK0211  HISTORY     - Date     Condition        Report By
 EK0211  HISTORY     - 1935     MONUMENTED       CGS
 EK0211  HISTORY     - 1961     MARK NOT FOUND   CGS
 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FF0960 ***********************************************************************
 FF0960  DESIGNATION -  D 9
 FF0960  PID         -  FF0960
 FF0960  STATE/COUNTY-  AR/JACKSON
 FF0960  COUNTRY     -  US
 FF0960  USGS QUAD   -  NEWPORT (2017)
 FF0960
 FF0960                         *CURRENT SURVEY CONTROL
 FF0960  ______________________________________________________________________
 FF0960* NAD 83(1986) POSITION- 35 36 21.2    (N) 091 16 53.4    (W)   HD_HELD2
 FF0960* NAVD 88 ORTHO HEIGHT -    69.519 (meters)      228.08  (feet) ADJUSTED
 FF0960  ______________________________________________________________________
 FF0960  GEOID HEIGHT    -        -27.517 (meters)                     GEOID18
 FF0960  DYNAMIC HEIGHT  -         69.459 (meters)      227.88  (feet) COMP
 FF0960  MODELED GRAVITY -    979,771.0   (mgal)                       NAVD 88
 FF0960
 FF0960  VERT ORDER      -  FIRST     CLASS II
 FF0960
 FF0960.The horizontal coordinates were established by autonomous hand held GPS
 FF0960.observations and have an estimated accuracy of +/- 10 meters.
 FF0960
 FF0960.The orthometric height was determined by differential leveling and
 FF0960.adjusted by the NATIONAL GEODETIC SURVEY
 FF0960.in June 1991.
 FF0960
 FF0960.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0960.GEOID18 height accuracy estimate available here.
 FF0960
 FF0960.Click photographs - Photos may exist for this station.
 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     -   141,417.      465,099.      MT  (+/- 10 meters HH2 GPS)
 FF0960
 FF0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV5565841596(NAD 83)
 FF0960
 FF0960                          SUPERSEDED SURVEY CONTROL
 FF0960
 FF0960  NGVD 29 (11/26/84)   69.455  (m)          227.87   (f) ADJUSTED    1 2
 FF0960
 FF0960.Superseded values are not recommended for survey control.
 FF0960
 FF0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0960.See file dsdata.pdf to determine how the superseded data were derived.
 FF0960
 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_MARK LOGO: CGS
 FF0960_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0960_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0960+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2017
 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  HISTORY     - 20140902 GOOD             ARHD
 FF0960  HISTORY     - 20170130 GOOD             JCLS
 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.
 FF0960
 FF0960                          STATION RECOVERY (2014)
 FF0960
 FF0960'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (BAB)
 FF0960'RECOVERED IN GOOD CONDITION.
 FF0960
 FF0960                          STATION RECOVERY (2017)
 FF0960
 FF0960'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2017 (MRY)
 FF0960'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0033 ***********************************************************************
 DL0033  DESIGNATION -  D 91
 DL0033  PID         -  DL0033
 DL0033  STATE/COUNTY-  AR/CALHOUN
 DL0033  COUNTRY     -  US
 DL0033  USGS QUAD   -  HAMPTON (2017)
 DL0033
 DL0033                         *CURRENT SURVEY CONTROL
 DL0033  ______________________________________________________________________
 DL0033* NAD 83(1986) POSITION- 33 31 18.     (N) 092 23 19.     (W)   SCALED
 DL0033* NAVD 88 ORTHO HEIGHT -    66.832 (meters)      219.26  (feet) ADJUSTED
 DL0033  ______________________________________________________________________
 DL0033  GEOID HEIGHT    -        -26.097 (meters)                     GEOID18
 DL0033  DYNAMIC HEIGHT  -         66.763 (meters)      219.04  (feet) COMP
 DL0033  MODELED GRAVITY -    979,597.9   (mgal)                       NAVD 88
 DL0033
 DL0033  VERT ORDER      -  SECOND    CLASS 0
 DL0033
 DL0033.The horizontal coordinates were scaled from a map and have
 DL0033.an estimated accuracy of +/- 6 seconds.
 DL0033
 DL0033.The orthometric height was determined by differential leveling and
 DL0033.adjusted by the NATIONAL GEODETIC SURVEY
 DL0033.in June 1991.
 DL0033
 DL0033.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0033.GEOID18 height accuracy estimate available here.
 DL0033
 DL0033.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT567092(NAD 83)
 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
 DL0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0033.See file dsdata.pdf to determine how the superseded data were derived.
 DL0033
 DL0033_MARKER: DB = BENCH MARK DISK
 DL0033_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DL0033_STAMPING: D 91 1935
 DL0033_MARK LOGO: CGS
 DL0033_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0033
 DL0033  HISTORY     - Date     Condition        Report By
 DL0033  HISTORY     - 1935     MONUMENTED       CGS
 DL0033  HISTORY     - 1973     GOOD             USGS
 DL0033  HISTORY     - 20130702 MARK NOT FOUND   ARHD
 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.
 DL0033
 DL0033                          STATION RECOVERY (2013)
 DL0033
 DL0033'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (JDH)
 DL0033'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0160 ***********************************************************************
 DL0160  DESIGNATION -  D 92
 DL0160  PID         -  DL0160
 DL0160  STATE/COUNTY-  AR/BRADLEY
 DL0160  COUNTRY     -  US
 DL0160  USGS QUAD   -  HERMITAGE (2017)
 DL0160
 DL0160                         *CURRENT SURVEY CONTROL
 DL0160  ______________________________________________________________________
 DL0160* NAD 83(1986) POSITION- 33 23 01.     (N) 092 09 03.     (W)   SCALED
 DL0160* NAVD 88 ORTHO HEIGHT -    48.846 (meters)      160.26  (feet) ADJUSTED
 DL0160  ______________________________________________________________________
 DL0160  GEOID HEIGHT    -        -25.998 (meters)                     GEOID18
 DL0160  DYNAMIC HEIGHT  -         48.795 (meters)      160.09  (feet) COMP
 DL0160  MODELED GRAVITY -    979,586.9   (mgal)                       NAVD 88
 DL0160
 DL0160  VERT ORDER      -  SECOND    CLASS 0
 DL0160
 DL0160.The horizontal coordinates were scaled from a map and have
 DL0160.an estimated accuracy of +/- 6 seconds.
 DL0160
 DL0160.The orthometric height was determined by differential leveling and
 DL0160.adjusted by the NATIONAL GEODETIC SURVEY
 DL0160.in June 1991.
 DL0160
 DL0160.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0160.GEOID18 height accuracy estimate available here.
 DL0160
 DL0160.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS789941(NAD 83)
 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
 DL0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0160.See file dsdata.pdf to determine how the superseded data were derived.
 DL0160
 DL0160_MARKER: DB = BENCH MARK DISK
 DL0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0160_STAMPING: D 92 1935
 DL0160_MARK LOGO: CGS
 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'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 = MARCH 20, 2026 22:17:28 EDT
 FG1263 ***********************************************************************
 FG1263  DESIGNATION -  D 93
 FG1263  PID         -  FG1263
 FG1263  STATE/COUNTY-  AR/JOHNSON
 FG1263  COUNTRY     -  US
 FG1263  USGS QUAD   -  COAL HILL (2017)
 FG1263
 FG1263                         *CURRENT SURVEY CONTROL
 FG1263  ______________________________________________________________________
 FG1263* NAD 83(1986) POSITION- 35 26 25.     (N) 093 38 42.     (W)   SCALED
 FG1263* NAVD 88 ORTHO HEIGHT -   164.678 (meters)      540.28  (feet) ADJUSTED
 FG1263  ______________________________________________________________________
 FG1263  GEOID HEIGHT    -        -29.316 (meters)                     GEOID18
 FG1263  DYNAMIC HEIGHT  -        164.525 (meters)      539.78  (feet) COMP
 FG1263  MODELED GRAVITY -    979,706.0   (mgal)                       NAVD 88
 FG1263
 FG1263  VERT ORDER      -  FIRST     CLASS II
 FG1263
 FG1263.The horizontal coordinates were scaled from a map and have
 FG1263.an estimated accuracy of +/- 6 seconds.
 FG1263
 FG1263.The orthometric height was determined by differential leveling and
 FG1263.adjusted by the NATIONAL GEODETIC SURVEY
 FG1263.in June 1991.
 FG1263
 FG1263.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1263.GEOID18 height accuracy estimate available here.
 FG1263
 FG1263.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV414220(NAD 83)
 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
 FG1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1263.See file dsdata.pdf to determine how the superseded data were derived.
 FG1263
 FG1263_MARKER: DB = BENCH MARK DISK
 FG1263_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG1263_STAMPING: D 93 1935
 FG1263_MARK LOGO: CGS
 FG1263_PROJECTION: PROJECTING 6 CENTIMETERS
 FG1263_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1405 ***********************************************************************
 FG1405  DESIGNATION -  D 94
 FG1405  PID         -  FG1405
 FG1405  STATE/COUNTY-  AR/FRANKLIN
 FG1405  COUNTRY     -  US
 FG1405  USGS QUAD   -  HUNT (2017)
 FG1405
 FG1405                         *CURRENT SURVEY CONTROL
 FG1405  ______________________________________________________________________
 FG1405* NAD 83(1986) POSITION- 35 31 16.     (N) 093 42 32.     (W)   SCALED
 FG1405* NAVD 88 ORTHO HEIGHT -   186.634 (meters)      612.32  (feet) ADJUSTED
 FG1405  ______________________________________________________________________
 FG1405  GEOID HEIGHT    -        -29.038 (meters)                     GEOID18
 FG1405  DYNAMIC HEIGHT  -        186.461 (meters)      611.75  (feet) COMP
 FG1405  MODELED GRAVITY -    979,700.3   (mgal)                       NAVD 88
 FG1405
 FG1405  VERT ORDER      -  SECOND    CLASS 0
 FG1405
 FG1405.The horizontal coordinates were scaled from a map and have
 FG1405.an estimated accuracy of +/- 6 seconds.
 FG1405
 FG1405.The orthometric height was determined by differential leveling and
 FG1405.adjusted by the NATIONAL GEODETIC SURVEY
 FG1405.in June 1991.
 FG1405
 FG1405.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1405.GEOID18 height accuracy estimate available here.
 FG1405
 FG1405.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV357310(NAD 83)
 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
 FG1405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1405.See file dsdata.pdf to determine how the superseded data were derived.
 FG1405
 FG1405_MARKER: DB = BENCH MARK DISK
 FG1405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1405_STAMPING: D 94 1935
 FG1405_MARK LOGO: CGS
 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             CGS
 FG1405
 FG1405                          STATION DESCRIPTION
 FG1405
 FG1405'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG1484 ***********************************************************************
 FG1484  DESIGNATION -  D 95
 FG1484  PID         -  FG1484
 FG1484  STATE/COUNTY-  AR/JOHNSON
 FG1484  COUNTRY     -  US
 FG1484  USGS QUAD   -  OARK (2017)
 FG1484
 FG1484                         *CURRENT SURVEY CONTROL
 FG1484  ______________________________________________________________________
 FG1484* NAD 83(1986) POSITION- 35 38 16.     (N) 093 37 20.     (W)   SCALED
 FG1484* NAVD 88 ORTHO HEIGHT -   536.640 (meters)     1760.63  (feet) ADJUSTED
 FG1484  ______________________________________________________________________
 FG1484  GEOID HEIGHT    -        -28.496 (meters)                     GEOID18
 FG1484  DYNAMIC HEIGHT  -        536.122 (meters)     1758.93  (feet) COMP
 FG1484  MODELED GRAVITY -    979,650.6   (mgal)                       NAVD 88
 FG1484
 FG1484  VERT ORDER      -  SECOND    CLASS 0
 FG1484
 FG1484.The horizontal coordinates were scaled from a map and have
 FG1484.an estimated accuracy of +/- 6 seconds.
 FG1484
 FG1484.The orthometric height was determined by differential leveling and
 FG1484.adjusted by the NATIONAL GEODETIC SURVEY
 FG1484.in June 1991.
 FG1484
 FG1484.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1484.GEOID18 height accuracy estimate available here.
 FG1484
 FG1484.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV436439(NAD 83)
 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
 FG1484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1484.See file dsdata.pdf to determine how the superseded data were derived.
 FG1484
 FG1484_MARKER: DB = BENCH MARK DISK
 FG1484_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG1484_STAMPING: D 95 1935
 FG1484_MARK LOGO: CGS
 FG1484_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0383 ***********************************************************************
 EJ0383  DESIGNATION -  D 96
 EJ0383  PID         -  EJ0383
 EJ0383  STATE/COUNTY-  AR/SALINE
 EJ0383  COUNTRY     -  US
 EJ0383  USGS QUAD   -  BRYANT (2017)
 EJ0383
 EJ0383                         *CURRENT SURVEY CONTROL
 EJ0383  ______________________________________________________________________
 EJ0383* NAD 83(1986) POSITION- 34 32 56.     (N) 092 26 52.     (W)   SCALED
 EJ0383* NAVD 88 ORTHO HEIGHT -    93.348 (meters)      306.26  (feet) ADJUSTED
 EJ0383  ______________________________________________________________________
 EJ0383  GEOID HEIGHT    -        -26.328 (meters)                     GEOID18
 EJ0383  DYNAMIC HEIGHT  -         93.259 (meters)      305.97  (feet) COMP
 EJ0383  MODELED GRAVITY -    979,680.3   (mgal)                       NAVD 88
 EJ0383
 EJ0383  VERT ORDER      -  SECOND    CLASS 0
 EJ0383
 EJ0383.The horizontal coordinates were scaled from a map and have
 EJ0383.an estimated accuracy of +/- 6 seconds.
 EJ0383
 EJ0383.The orthometric height was determined by differential leveling and
 EJ0383.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0383.in June 1991.
 EJ0383
 EJ0383.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0383.GEOID18 height accuracy estimate available here.
 EJ0383
 EJ0383.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU506231(NAD 83)
 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
 EJ0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0383.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0383
 EJ0383_MARKER: DB = BENCH MARK DISK
 EJ0383_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EJ0383_SP_SET: BRIDGE
 EJ0383_STAMPING: D 96 1935
 EJ0383_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0094 ***********************************************************************
 EJ0094  DESIGNATION -  D 97
 EJ0094  PID         -  EJ0094
 EJ0094  STATE/COUNTY-  AR/PULASKI
 EJ0094  COUNTRY     -  US
 EJ0094  USGS QUAD   -  WOODSON (2017)
 EJ0094
 EJ0094                         *CURRENT SURVEY CONTROL
 EJ0094  ______________________________________________________________________
 EJ0094* NAD 83(1986) POSITION- 34 33 11.     (N) 092 12 31.     (W)   SCALED
 EJ0094* NAVD 88 ORTHO HEIGHT -    72.264 (meters)      237.09  (feet) ADJUSTED
 EJ0094  ______________________________________________________________________
 EJ0094  GEOID HEIGHT    -        -26.335 (meters)                     GEOID18
 EJ0094  DYNAMIC HEIGHT  -         72.196 (meters)      236.86  (feet) COMP
 EJ0094  MODELED GRAVITY -    979,684.2   (mgal)                       NAVD 88
 EJ0094
 EJ0094  VERT ORDER      -  FIRST     CLASS II
 EJ0094
 EJ0094.The horizontal coordinates were scaled from a map and have
 EJ0094.an estimated accuracy of +/- 6 seconds.
 EJ0094
 EJ0094.The orthometric height was determined by differential leveling and
 EJ0094.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0094.in September 2023.
 EJ0094
 EJ0094.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0094.GEOID18 height accuracy estimate available here.
 EJ0094
 EJ0094.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU726237(NAD 83)
 EJ0094
 EJ0094                          SUPERSEDED SURVEY CONTROL
 EJ0094
 EJ0094  NAVD 88 (06/15/91)   72.282  (m)          237.15   (f) SUPERSEDED  1 2
 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
 EJ0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0094.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0094
 EJ0094_MARKER: DB = BENCH MARK DISK
 EJ0094_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0094_STAMPING: D 97 1935
 EJ0094_MARK LOGO: CGS
 EJ0094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0911 ***********************************************************************
 EJ0911  DESIGNATION -  D 98
 EJ0911  PID         -  EJ0911
 EJ0911  STATE/COUNTY-  AR/SALINE
 EJ0911  COUNTRY     -  US
 EJ0911  USGS QUAD   -  HASKELL (2017)
 EJ0911
 EJ0911                         *CURRENT SURVEY CONTROL
 EJ0911  ______________________________________________________________________
 EJ0911* NAD 83(1986) POSITION- 34 36 59.     (N) 092 43 36.     (W)   SCALED
 EJ0911* NAVD 88 ORTHO HEIGHT -   119.477 (meters)      391.98  (feet) ADJUSTED
 EJ0911  ______________________________________________________________________
 EJ0911  GEOID HEIGHT    -        -26.799 (meters)                     GEOID18
 EJ0911  DYNAMIC HEIGHT  -        119.363 (meters)      391.61  (feet) COMP
 EJ0911  MODELED GRAVITY -    979,678.7   (mgal)                       NAVD 88
 EJ0911
 EJ0911  VERT ORDER      -  SECOND    CLASS 0
 EJ0911
 EJ0911.The horizontal coordinates were scaled from a map and have
 EJ0911.an estimated accuracy of +/- 6 seconds.
 EJ0911
 EJ0911.The orthometric height was determined by differential leveling and
 EJ0911.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0911.in June 1991.
 EJ0911
 EJ0911.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0911.GEOID18 height accuracy estimate available here.
 EJ0911
 EJ0911.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU250305(NAD 83)
 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
 EJ0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0911.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0911
 EJ0911_MARKER: DB = BENCH MARK DISK
 EJ0911_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EJ0911_SP_SET: BRIDGE
 EJ0911_STAMPING: D 98 1935
 EJ0911_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0229 ***********************************************************************
 EJ0229  DESIGNATION -  D 99
 EJ0229  PID         -  EJ0229
 EJ0229  STATE/COUNTY-  AR/SALINE
 EJ0229  COUNTRY     -  US
 EJ0229  USGS QUAD   -  CONGO (2017)
 EJ0229
 EJ0229                         *CURRENT SURVEY CONTROL
 EJ0229  ______________________________________________________________________
 EJ0229* NAD 83(1986) POSITION- 34 38 33.46   (N) 092 30 15.21   (W)   HD_HELD1
 EJ0229* NAVD 88 ORTHO HEIGHT -   167.971 (meters)      551.08  (feet) ADJUSTED
 EJ0229  ______________________________________________________________________
 EJ0229  GEOID HEIGHT    -        -26.491 (meters)                     GEOID18
 EJ0229  DYNAMIC HEIGHT  -        167.813 (meters)      550.57  (feet) COMP
 EJ0229  MODELED GRAVITY -    979,693.3   (mgal)                       NAVD 88
 EJ0229
 EJ0229  VERT ORDER      -  SECOND    CLASS 0
 EJ0229
 EJ0229.The horizontal coordinates were determined by differentially corrected
 EJ0229.hand held GPS observations or other comparable positioning techniques
 EJ0229.and have an estimated accuracy of +/- 3 meters.
 EJ0229
 EJ0229.The orthometric height was determined by differential leveling and
 EJ0229.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0229.in June 1991.
 EJ0229
 EJ0229.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0229.GEOID18 height accuracy estimate available here.
 EJ0229
 EJ0229.Click photographs - Photos may exist for this station.
 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     -   619,277.6     353,772.4     MT  (+/- 3 meters HH1 GPS) 
 EJ0229
 EJ0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU4543633524(NAD 83)
 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
 EJ0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0229.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0229
 EJ0229_MARKER: DB = BENCH MARK DISK
 EJ0229_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0229_STAMPING: D 99 1935
 EJ0229_MARK LOGO: CGS
 EJ0229_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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  HISTORY     - 20081027 GOOD             ARHD
 EJ0229  HISTORY     - 20160920 GOOD             ARHD
 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, T1S, R14W, 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.
 EJ0229
 EJ0229                          STATION RECOVERY (2008)
 EJ0229
 EJ0229'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2008 (WDA)
 EJ0229'RECOVERED IN GOOD CONDITION.
 EJ0229
 EJ0229                          STATION RECOVERY (2016)
 EJ0229
 EJ0229'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (WDA)
 EJ0229'INSIDE A VERY THICK AND LARGE BLACKBERRY BUSH IN A PRIVATE YARD
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR7082 ***********************************************************************
 DR7082  DESIGNATION -  D ALLIN
 DR7082  PID         -  DR7082
 DR7082  STATE/COUNTY-  AR/CRITTENDEN
 DR7082  COUNTRY     -  US
 DR7082  USGS QUAD   -  WEST MEMPHIS (2017)
 DR7082
 DR7082                         *CURRENT SURVEY CONTROL
 DR7082  ______________________________________________________________________
 DR7082* NAD 83(1986) POSITION- 35 09 55.9    (N) 090 10 32.7    (W)   HD_HELD2
 DR7082* NAVD 88 ORTHO HEIGHT -    72.554 (meters)      238.04  (feet) ADJUSTED
 DR7082  ______________________________________________________________________
 DR7082  GEOID HEIGHT    -        -27.315 (meters)                     GEOID18
 DR7082  DYNAMIC HEIGHT  -         72.488 (meters)      237.82  (feet) COMP
 DR7082  MODELED GRAVITY -    979,734.6   (mgal)                       NAVD 88
 DR7082
 DR7082  VERT ORDER      -  SECOND    CLASS I
 DR7082
 DR7082.The horizontal coordinates were established by autonomous hand held GPS
 DR7082.observations and have an estimated accuracy of +/- 10 meters.
 DR7082
 DR7082.The orthometric height was determined by differential leveling and
 DR7082.adjusted by the NATIONAL GEODETIC SURVEY
 DR7082.in January 2022.
 DR7082
 DR7082.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7082.GEOID18 height accuracy estimate available here.
 DR7082
 DR7082.Click photographs - Photos may exist for this station.
 DR7082
 DR7082.The dynamic height is computed by dividing the NAVD 88
 DR7082.geopotential number by the normal gravity value computed on the
 DR7082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7082.degrees latitude (g = 980.6199 gals.).
 DR7082
 DR7082.The modeled gravity was interpolated from observed gravity values.
 DR7082
 DR7082;                    North         East    Units  Estimated Accuracy
 DR7082;SPC AR N     -    93,864.      566,181.      MT  (+/- 10 meters HH2 GPS)
 DR7082
 DR7082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU5723295052(NAD 83)
 DR7082
 DR7082                          SUPERSEDED SURVEY CONTROL
 DR7082
 DR7082.No superseded survey control is available for this station.
 DR7082
 DR7082_MARKER: DB = BENCH MARK DISK
 DR7082_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DR7082_SP_SET: BRIDGE PARAPET WALL
 DR7082_STAMPING: D ALLIN 2021
 DR7082_MARK LOGO: ARHD
 DR7082_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR7082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7082_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7082+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2021
 DR7082
 DR7082  HISTORY     - Date     Condition        Report By
 DR7082  HISTORY     - 20210712 MONUMENTED       ARHD
 DR7082
 DR7082                          STATION DESCRIPTION
 DR7082
 DR7082'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2021 (JDH)
 DR7082'THE MARK IS LOCATED ABOUT 8.8 MI (14.2 KM) SOUTH-SOUTHEAST OF JERICHO,
 DR7082'8.6 MI (13.8 KM) EAST-NORTHEAST OF EDMONDSON AND 1.4 MI (2.3 KM)
 DR7082'NORTH-NORTHEAST OF WEST MEMPHIS.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7082'
 DR7082'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 77 AND STATE HIGHWAY
 DR7082'191, GO SOUTH ALONG HIGHWAY 191 FOR 0.95 MI (1.53 KM) TO THE STATION
 DR7082'ON THE LEFT, IN THE BRIDGE PARAPET WALL.
 DR7082'
 DR7082'IT IS 6 FT (1.8 M) SOUTH OF A GUARD RAIL AND 3 FT (0.9 M) NORTHEAST OF
 DR7082'THE NORTHEAST BRIDGE CORNER.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR7313 ***********************************************************************
 DR7313  DESIGNATION -  D HALL
 DR7313  PID         -  DR7313
 DR7313  STATE/COUNTY-  AR/SHARP
 DR7313  COUNTRY     -  US
 DR7313  USGS QUAD   -  STUART (2017)
 DR7313
 DR7313                         *CURRENT SURVEY CONTROL
 DR7313  ______________________________________________________________________
 DR7313* NAD 83(1986) POSITION- 36 15 37.9    (N) 091 32 36.2    (W)   HD_HELD2
 DR7313* NAVD 88 ORTHO HEIGHT -   218.481 (meters)      716.80  (feet) ADJUSTED
 DR7313  ______________________________________________________________________
 DR7313  GEOID HEIGHT    -        -28.298 (meters)                     GEOID18
 DR7313  DYNAMIC HEIGHT  -        218.296 (meters)      716.19  (feet) COMP
 DR7313  MODELED GRAVITY -    979,782.4   (mgal)                       NAVD 88
 DR7313
 DR7313  VERT ORDER      -  SECOND    CLASS I
 DR7313
 DR7313.The horizontal coordinates were established by autonomous hand held GPS
 DR7313.observations and have an estimated accuracy of +/- 10 meters.
 DR7313
 DR7313.The orthometric height was determined by differential leveling and
 DR7313.adjusted by the NATIONAL GEODETIC SURVEY
 DR7313.in January 2022.
 DR7313
 DR7313.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7313.GEOID18 height accuracy estimate available here.
 DR7313
 DR7313.Click photographs - Photos may exist for this station.
 DR7313
 DR7313.The dynamic height is computed by dividing the NAVD 88
 DR7313.geopotential number by the normal gravity value computed on the
 DR7313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7313.degrees latitude (g = 980.6199 gals.).
 DR7313
 DR7313.The modeled gravity was interpolated from observed gravity values.
 DR7313
 DR7313;                    North         East    Units  Estimated Accuracy
 DR7313;SPC AR N     -   213,909.      441,034.      MT  (+/- 10 meters HH2 GPS)
 DR7313
 DR7313_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA3085213829(NAD 83)
 DR7313
 DR7313                          SUPERSEDED SURVEY CONTROL
 DR7313
 DR7313.No superseded survey control is available for this station.
 DR7313
 DR7313_MARKER: DB = BENCH MARK DISK
 DR7313_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR7313_SP_SET: FUEL TANKS BASE
 DR7313_STAMPING: D HALL 2021
 DR7313_MARK LOGO: ARHD
 DR7313_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR7313_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR7313_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7313+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2021
 DR7313
 DR7313  HISTORY     - Date     Condition        Report By
 DR7313  HISTORY     - 20210901 MONUMENTED       ARHD
 DR7313
 DR7313                          STATION DESCRIPTION
 DR7313
 DR7313'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2021 (JDH)
 DR7313'THE MARK IS LOCATED ABOUT 5.1 MI (8.2 KM) SOUTHWEST OF HARDY, 4.4 MI
 DR7313'(7.1 KM) NORTHEAST OF ASH FLAT AND 1.4 MI (2.3 KM) WEST OF STUART.
 DR7313'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7313'
 DR7313'TO REACH FROM THE INTERSECTION OF US HIGHWAY 62/412 AND US HIGHWAY
 DR7313'167, GO EAST ALONG HIGHWAY 62/412 FOR 3.85 MI (6.19 KM) O THE STATION
 DR7313'ON THE LEFT, IN THE SOUTHWEST CORNER OF THE CONCRETE BASE FOR THE FUEL
 DR7313'TANKS.
 DR7313'
 DR7313'IT IS 94 FT (28.7 M) NORTH OF A FLAG POLE, 92 FT (28.0 M) WEST OF A
 DR7313'CHAIN LINK FENCE AND 80 FT (24.4 M) NORTH OF THE NORTHWEST CORNER OF
 DR7313'THE MAINTENANCE SHOP.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DP8085 ***********************************************************************
 DP8085  DESIGNATION -  D SIMMONS
 DP8085  PID         -  DP8085
 DP8085  STATE/COUNTY-  AR/IZARD
 DP8085  COUNTRY     -  US
 DP8085  USGS QUAD   -  GUION (2017)
 DP8085
 DP8085                         *CURRENT SURVEY CONTROL
 DP8085  ______________________________________________________________________
 DP8085* NAD 83(1986) POSITION- 35 54 01.76   (N) 091 54 49.46   (W)   HD_HELD1
 DP8085* NAVD 88 ORTHO HEIGHT -    94.981 (meters)      311.62  (feet) ADJUSTED
 DP8085  ______________________________________________________________________
 DP8085  GEOID HEIGHT    -        -27.711 (meters)                     GEOID18
 DP8085  DYNAMIC HEIGHT  -         94.900 (meters)      311.35  (feet) COMP
 DP8085  MODELED GRAVITY -    979,772.9   (mgal)                       NAVD 88
 DP8085
 DP8085  VERT ORDER      -  SECOND    CLASS I
 DP8085
 DP8085.The horizontal coordinates were determined by differentially corrected
 DP8085.hand held GPS observations or other comparable positioning techniques
 DP8085.and have an estimated accuracy of +/- 3 meters.
 DP8085
 DP8085.The orthometric height was determined by differential leveling and
 DP8085.adjusted by the NATIONAL GEODETIC SURVEY
 DP8085.in October 2015.
 DP8085
 DP8085.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8085.GEOID18 height accuracy estimate available here.
 DP8085
 DP8085.Click photographs - Photos may exist for this station.
 DP8085
 DP8085.The dynamic height is computed by dividing the NAVD 88
 DP8085.geopotential number by the normal gravity value computed on the
 DP8085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8085.degrees latitude (g = 980.6199 gals.).
 DP8085
 DP8085.The modeled gravity was interpolated from observed gravity values.
 DP8085
 DP8085;                    North         East    Units  Estimated Accuracy
 DP8085;SPC AR N     -   173,867.9     407,787.0     MT  (+/- 3 meters HH1 GPS) 
 DP8085
 DP8085_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV9802673456(NAD 83)
 DP8085
 DP8085                          SUPERSEDED SURVEY CONTROL
 DP8085
 DP8085.No superseded survey control is available for this station.
 DP8085
 DP8085_MARKER: DB = BENCH MARK DISK
 DP8085_SETTING: 80 = SET IN A BOULDER
 DP8085_STAMPING: D SIMMONS 2015
 DP8085_MARK LOGO: ARHD
 DP8085_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP8085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP8085+STABILITY: SURFACE MOTION
 DP8085_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8085+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2024
 DP8085
 DP8085  HISTORY     - Date     Condition        Report By
 DP8085  HISTORY     - 20150512 MONUMENTED       ARHD
 DP8085  HISTORY     - 20240528 POOR             ARHD
 DP8085
 DP8085                          STATION DESCRIPTION
 DP8085
 DP8085'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 DP8085'THE STATION IS LOCATED ABOUT 9.8 MI (15.8 KM) WEST-SOUTHWEST OF MOUNT
 DP8085'PLEASANT, 7.9 MI (12.7 KM) NORTH-NORTHWEST OF MARCELLA AND 2.3 MI (3.7
 DP8085'KM) SOUTHEAST OF GUION.  OWNERSHIP--RAIL ROAD RIGHT-OF-WAY.
 DP8085'
 DP8085'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 14 AND STATE HIGHWAY
 DP8085'58E, GO EAST ON HIGHWAY 58E FOR 5.7 MI (9.2 KM) TO CITY STREET MAIN
 DP8085'STREET THEN GO EAST ON MAIN STREET FOR 0.3 MI (0.5 KM) THEN TURN RIGHT
 DP8085'ON RIVER ROAD AND GO FOR 2.2 MI (3.5 KM) TO THE STATION ON THE LEFT,
 DP8085'IN A 2X4' ROCK OUTCROP.    IT IS 35 FT (10.7 M) NORTH OF THE
 DP8085'CENTERLINE OF A GRAVEL ROAD, 19 FT (5.8 M) NORTH OF A WITNESS POST AND
 DP8085'10 FT (3.0 M) SOUTH OF THE CENTERLINE OF THE RAILROAD TRACKS.
 DP8085
 DP8085                          STATION RECOVERY (2024)
 DP8085
 DP8085'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (JH)
 DP8085'THE CAP HAS BEEN NOCKED OFF THE ROCK.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ3639 ***********************************************************************
 DQ3639  DESIGNATION -  D WARD
 DQ3639  PID         -  DQ3639
 DQ3639  STATE/COUNTY-  AR/VAN BUREN
 DQ3639  COUNTRY     -  US
 DQ3639  USGS QUAD   -  BOTKINBURG (2017)
 DQ3639
 DQ3639                         *CURRENT SURVEY CONTROL
 DQ3639  ______________________________________________________________________
 DQ3639* NAD 83(1986) POSITION- 35 42 36.2    (N) 092 33 01.7    (W)   HD_HELD2
 DQ3639* NAVD 88 ORTHO HEIGHT -   436.888 (meters)     1433.36  (feet) ADJUSTED
 DQ3639  ______________________________________________________________________
 DQ3639  GEOID HEIGHT    -        -27.908 (meters)                     GEOID18
 DQ3639  DYNAMIC HEIGHT  -        436.476 (meters)     1432.01  (feet) COMP
 DQ3639  MODELED GRAVITY -    979,676.4   (mgal)                       NAVD 88
 DQ3639
 DQ3639  VERT ORDER      -  SECOND    CLASS I
 DQ3639
 DQ3639.The horizontal coordinates were established by autonomous hand held GPS
 DQ3639.observations and have an estimated accuracy of +/- 10 meters.
 DQ3639
 DQ3639.The orthometric height was determined by differential leveling and
 DQ3639.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3639.in September 2024.
 DQ3639
 DQ3639.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3639.GEOID18 height accuracy estimate available here.
 DQ3639
 DQ3639.Click photographs - Photos may exist for this station.
 DQ3639
 DQ3639.The dynamic height is computed by dividing the NAVD 88
 DQ3639.geopotential number by the normal gravity value computed on the
 DQ3639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3639.degrees latitude (g = 980.6199 gals.).
 DQ3639
 DQ3639.The modeled gravity was interpolated from observed gravity values.
 DQ3639
 DQ3639;                    North         East    Units  Estimated Accuracy
 DQ3639;SPC AR N     -   152,875.      350,190.      MT  (+/- 10 meters HH2 GPS)
 DQ3639
 DQ3639_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV4066251883(NAD 83)
 DQ3639
 DQ3639                          SUPERSEDED SURVEY CONTROL
 DQ3639
 DQ3639  NAVD 88 (01/12/17)  436.892  (m)         1433.37   (f) SUPERSEDED  2 1
 DQ3639
 DQ3639.Superseded values are not recommended for survey control.
 DQ3639
 DQ3639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ3639.See file dsdata.pdf to determine how the superseded data were derived.
 DQ3639
 DQ3639_MARKER: DV = VERTICAL CONTROL DISK
 DQ3639_SETTING: 66 = SET IN ROCK OUTCROP
 DQ3639_STAMPING: D WARD 2016
 DQ3639_MARK LOGO: NGS
 DQ3639_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ3639_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DQ3639+STABILITY: POSITION/ELEVATION WELL
 DQ3639_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ3639+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2024
 DQ3639
 DQ3639  HISTORY     - Date     Condition        Report By
 DQ3639  HISTORY     - 20160524 MONUMENTED       ARHD
 DQ3639  HISTORY     - 20181212 GOOD             NGS
 DQ3639  HISTORY     - 20240520 GOOD             ARHD
 DQ3639  HISTORY     - 20240522 GOOD             ARHD
 DQ3639
 DQ3639                          STATION DESCRIPTION
 DQ3639
 DQ3639'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 DQ3639'THE STATION IS LOCATED ABOUT 8.3 MI (13.4 KM) SOUTH OF LESLIE, 7.9 MI
 DQ3639'(12.7 KM) WEST OF OLD LEXINGTON AND 2.0 MI (3.2 KM) WEST-NORTHWEST OF
 DQ3639'BOTKINBURG.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ3639'
 DQ3639'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 254,
 DQ3639'GO WEST ON HIGHWAY 254 FOR 4.15 MI (6.68 KM) TO ROCKY HILL COUNTY ROAD
 DQ3639'TURN LEFT AND GO SOUTH ON ROCKY HILL ROAD FOR 1.55 MI (2.49 KM) TO
 DQ3639'MIDGET COUNTY ROAD TURN LEFT AND GO EAST ON MIDGET ROAD FOR 1.45 MI
 DQ3639'(2.33 KM) TO THE STATION ON THE RIGHT.
 DQ3639'
 DQ3639'IT IS 59 FT (18.0 M) SOUTH OF A POWER POLE, 19 FT (5.8 M) SOUTHWEST OF
 DQ3639'MIDGET ROAD CENTERLINE AND 6 FT (1.8 M) EAST OF A T-POST PROPERTY
 DQ3639'CORNER MARKER.
 DQ3639
 DQ3639                          STATION RECOVERY (2018)
 DQ3639
 DQ3639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2018 (JBW)
 DQ3639'RECOVERED AS DESCRIBED.
 DQ3639
 DQ3639                          STATION RECOVERY (2024)
 DQ3639
 DQ3639'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (JDH)
 DQ3639'RECOVERED AS DESCRIBED.
 DQ3639
 DQ3639                          STATION RECOVERY (2024)
 DQ3639
 DQ3639'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (SCW)
 DQ3639'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1845 ***********************************************************************
 FG1845  DESIGNATION -  DACUS
 FG1845  PID         -  FG1845
 FG1845  STATE/COUNTY-  AR/YELL
 FG1845  COUNTRY     -  US
 FG1845  USGS QUAD   -  DARDANELLE (2017)
 FG1845
 FG1845                         *CURRENT SURVEY CONTROL
 FG1845  ______________________________________________________________________
 FG1845* NAD 83(1997) POSITION- 35 07 56.61586(N) 093 14 31.33440(W)   ADJUSTED
 FG1845* NAVD 88 ORTHO HEIGHT -   130.    (meters)      427.    (feet) SCALED
 FG1845  ______________________________________________________________________
 FG1845  GEOID HEIGHT    -        -29.395 (meters)                     GEOID18
 FG1845  LAPLACE CORR    -          2.29  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1845.GEOID18 height accuracy estimate available here.
 FG1845
 FG1845.Click photographs - Photos may exist for this station.
 FG1845
 FG1845.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1845
 FG1845. The following values were computed from the NAD 83(1997) position.
 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     -   0.99998421  x   0.99996683  =   0.99995104
 FG1845!UTM  15      -   0.99998421  x   0.99960599  =   0.99959020
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU7794987751(NAD 83)
 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
 FG1845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1845.See file dsdata.pdf to determine how the superseded data were derived.
 FG1845
 FG1845_MARKER: DS = TRIANGULATION STATION DISK
 FG1845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1845_STAMPING: DACUS 1940
 FG1845_MARK LOGO: CGS
 FG1845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1845+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ2015 ***********************************************************************
 EJ2015  DESIGNATION -  DAISY
 EJ2015  PID         -  EJ2015
 EJ2015  STATE/COUNTY-  AR/PIKE
 EJ2015  COUNTRY     -  US
 EJ2015  USGS QUAD   -  NARROWS DAM (2017)
 EJ2015
 EJ2015                         *CURRENT SURVEY CONTROL
 EJ2015  ______________________________________________________________________
 EJ2015* NAD 83(1997) POSITION- 34 14 32.03003(N) 093 43 38.36876(W)   ADJUSTED
 EJ2015* NAVD 88 ORTHO HEIGHT -   199.55  (+/-2cm)      654.7   (feet) VERTCON3
 EJ2015  ______________________________________________________________________
 EJ2015  GEOID HEIGHT    -        -27.730 (meters)                     GEOID18
 EJ2015  LAPLACE CORR    -          1.89  (seconds)                    DEFLEC18
 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
 EJ2015.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ2015.GEOID18 height accuracy estimate available here.
 EJ2015
 EJ2015.The vertical order pertains to the NGVD 29 superseded value.
 EJ2015
 EJ2015.Click photographs - Photos may exist for this station.
 EJ2015
 EJ2015.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ2015
 EJ2015. The following values were computed from the NAD 83(1997) position.
 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  =   0.99962833
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT3302389253(NAD 83)
 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(1993)-  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             199.52   (m)          654.6    (f) LEVELING    3  
 EJ2015
 EJ2015.Superseded values are not recommended for survey control.
 EJ2015
 EJ2015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2015.See file dsdata.pdf to determine how the superseded data were derived.
 EJ2015
 EJ2015_MARKER: DS = TRIANGULATION STATION DISK
 EJ2015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ2015_STAMPING: DAISY 1957
 EJ2015_MARK LOGO: CGS
 EJ2015_PROJECTION: FLUSH
 EJ2015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ2015+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EK0827 ***********************************************************************
 EK0827  DESIGNATION -  DALLAS
 EK0827  PID         -  EK0827
 EK0827  STATE/COUNTY-  AR/POLK
 EK0827  COUNTRY     -  US
 EK0827  USGS QUAD   -  MENA (2017)
 EK0827
 EK0827                         *CURRENT SURVEY CONTROL
 EK0827  ______________________________________________________________________
 EK0827* NAD 83(1997) POSITION- 34 33 11.87536(N) 094 12 14.58740(W)   ADJUSTED
 EK0827* NAVD 88 ORTHO HEIGHT -   332.    (meters)     1089.    (feet) SCALED
 EK0827  ______________________________________________________________________
 EK0827  GEOID HEIGHT    -        -29.933 (meters)                     GEOID18
 EK0827  LAPLACE CORR    -          4.02  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0827.GEOID18 height accuracy estimate available here.
 EK0827
 EK0827.Click photographs - Photos may exist for this station.
 EK0827
 EK0827.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0827
 EK0827. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 EK0827:SPC AR S     -  DALLAS AZ MK                             345 33 33.9
 EK0827:UTM  15      -  DALLAS AZ MK                             345 00 31.7
 EK0827
 EK0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU8953124165(NAD 83)
 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(1993)-  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
 EK0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0827.See file dsdata.pdf to determine how the superseded data were derived.
 EK0827
 EK0827_MARKER: DS = TRIANGULATION STATION DISK
 EK0827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0827_STAMPING: DALLAS 1952
 EK0827_MARK LOGO: CGS
 EK0827_PROJECTION: FLUSH
 EK0827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0827+STABILITY: SURFACE MOTION
 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 DEPARTMENT OF TRANSPORTATION 1973 (JT)
 EK0827'DALLAS 1952 MARK WAS NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GE0840 ***********************************************************************
 GE0840  DESIGNATION -  DALTON
 GE0840  PID         -  GE0840
 GE0840  STATE/COUNTY-  AR/RANDOLPH
 GE0840  COUNTRY     -  US
 GE0840  USGS QUAD   -  WARM SPRINGS (2017)
 GE0840
 GE0840                         *CURRENT SURVEY CONTROL
 GE0840  ______________________________________________________________________
 GE0840* NAD 83(1997) POSITION- 36 24 44.01664(N) 091 07 05.40668(W)   ADJUSTED
 GE0840* NAVD 88 ORTHO HEIGHT -   134.    (meters)      440.    (feet) SCALED
 GE0840  ______________________________________________________________________
 GE0840  GEOID HEIGHT    -        -28.578 (meters)                     GEOID18
 GE0840  LAPLACE CORR    -         -0.24  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0840.GEOID18 height accuracy estimate available here.
 GE0840
 GE0840.Click photographs - Photos may exist for this station.
 GE0840
 GE0840.The Laplace correction was computed from DEFLEC18 derived deflections.
 GE0840
 GE0840. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 GE0840:SPC AR N     -  DALTON AZ MK                             336 54 40.5
 GE0840:UTM  15      -  DALTON AZ MK                             336 18 25.5
 GE0840
 GE0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA6872631317(NAD 83)
 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
 GE0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0840.See file dsdata.pdf to determine how the superseded data were derived.
 GE0840
 GE0840_MARKER: DS = TRIANGULATION STATION DISK
 GE0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0840_STAMPING: DALTON 1955
 GE0840_MARK LOGO: CGS
 GE0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0840+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0838 ***********************************************************************
 GE0838  DESIGNATION -  DALTON 2
 GE0838  PID         -  GE0838
 GE0838  STATE/COUNTY-  AR/RANDOLPH
 GE0838  COUNTRY     -  US
 GE0838  USGS QUAD   -  WARM SPRINGS (2017)
 GE0838
 GE0838                         *CURRENT SURVEY CONTROL
 GE0838  ______________________________________________________________________
 GE0838* NAD 83(1997) POSITION- 36 24 44.03519(N) 091 07 05.30187(W)   ADJUSTED
 GE0838* NAVD 88 ORTHO HEIGHT -   134.    (meters)      440.    (feet) SCALED
 GE0838  ______________________________________________________________________
 GE0838  GEOID HEIGHT    -        -28.578 (meters)                     GEOID18
 GE0838  LAPLACE CORR    -         -0.24  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0838.GEOID18 height accuracy estimate available here.
 GE0838
 GE0838.Click photographs - Photos may exist for this station.
 GE0838
 GE0838.The Laplace correction was computed from DEFLEC18 derived deflections.
 GE0838
 GE0838. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 GE0838:SPC AR N     -  DALTON AZ MK                             336 47 03.7
 GE0838:UTM  15      -  DALTON AZ MK                             336 10 48.8
 GE0838
 GE0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA6872931317(NAD 83)
 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
 GE0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0838.See file dsdata.pdf to determine how the superseded data were derived.
 GE0838
 GE0838_MARKER: DS = TRIANGULATION STATION DISK
 GE0838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0838_STAMPING: DALTON 2 1958
 GE0838_MARK LOGO: CGS
 GE0838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0838+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0231 ***********************************************************************
 FG0231  DESIGNATION -  DAMASCUS 2
 FG0231  PID         -  FG0231
 FG0231  STATE/COUNTY-  AR/VAN BUREN
 FG0231  COUNTRY     -  US
 FG0231  USGS QUAD   -  BEE BRANCH (2017)
 FG0231
 FG0231                         *CURRENT SURVEY CONTROL
 FG0231  ______________________________________________________________________
 FG0231* NAD 83(1997) POSITION- 35 23 01.71789(N) 092 23 21.26217(W)   NO CHECK
 FG0231* NAVD 88 ORTHO HEIGHT -   214.49  (meters)      703.7   (feet) RESET
 FG0231  ______________________________________________________________________
 FG0231  GEOID HEIGHT    -        -27.945 (meters)                     GEOID18
 FG0231  LAPLACE CORR    -          2.92  (seconds)                    DEFLEC18
 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
 FG0231.No horizontal observational check was made to the station.
 FG0231
 FG0231.The orthometric height was computed from unverified reset data.
 FG0231
 FG0231.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0231.GEOID18 height accuracy estimate available here.
 FG0231
 FG0231.Click photographs - Photos may exist for this station.
 FG0231
 FG0231.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG0231
 FG0231. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 FG0231:SPC AR N     -  DAMASCUS AZ MK                           200 01 30.6
 FG0231:UTM  15      -  DAMASCUS AZ MK                           199 26 42.0
 FG0231
 FG0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV5547115778(NAD 83)
 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             214.47   (m)          703.6    (f) LEVELING    3  
 FG0231
 FG0231.Superseded values are not recommended for survey control.
 FG0231
 FG0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0231.See file dsdata.pdf to determine how the superseded data were derived.
 FG0231
 FG0231_MARKER: DS = TRIANGULATION STATION DISK
 FG0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0231_STAMPING: DAMASCUS 2 1967
 FG0231_MARK LOGO: CGS
 FG0231_PROJECTION: FLUSH
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0227 ***********************************************************************
 FG0227  DESIGNATION -  DAMASCUS 2 AZ MK 2
 FG0227  PID         -  FG0227
 FG0227  STATE/COUNTY-  AR/VAN BUREN
 FG0227  COUNTRY     -  US
 FG0227  USGS QUAD   -  BEE BRANCH (2017)
 FG0227
 FG0227                         *CURRENT SURVEY CONTROL
 FG0227  ______________________________________________________________________
 FG0227* NAD 83(1997) POSITION- 35 22 50.05968(N) 092 23 26.70479(W)   NO CHECK
 FG0227* NAVD 88 ORTHO HEIGHT -   217.68  (meters)      714.2   (feet) RESET
 FG0227  ______________________________________________________________________
 FG0227  GEOID HEIGHT    -        -27.950 (meters)                     GEOID18
 FG0227  LAPLACE CORR    -          2.87  (seconds)                    DEFLEC18
 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
 FG0227.No horizontal observational check was made to the station.
 FG0227
 FG0227.The orthometric height was computed from unverified reset data.
 FG0227
 FG0227.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0227.GEOID18 height accuracy estimate available here.
 FG0227
 FG0227.Click photographs - Photos may exist for this station.
 FG0227
 FG0227.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG0227
 FG0227. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV5533615418(NAD 83)
 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             217.65   (m)          714.1    (f) LEVELING    3  
 FG0227
 FG0227.Superseded values are not recommended for survey control.
 FG0227
 FG0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0227.See file dsdata.pdf to determine how the superseded data were derived.
 FG0227
 FG0227_MARKER: DZ = AZIMUTH MARK DISK
 FG0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0227_STAMPING: DAMASCUS 2 AZI 2 1967
 FG0227_MARK LOGO: CGS
 FG0227_PROJECTION: FLUSH
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0230 ***********************************************************************
 FG0230  DESIGNATION -  DAMASCUS 2 RM 3
 FG0230  PID         -  FG0230
 FG0230  STATE/COUNTY-  AR/VAN BUREN
 FG0230  COUNTRY     -  US
 FG0230  USGS QUAD   -  BEE BRANCH (2017)
 FG0230
 FG0230                         *CURRENT SURVEY CONTROL
 FG0230  ______________________________________________________________________
 FG0230* NAD 83(1986) POSITION- 35 23 02.06   (N) 092 23 21.17   (W)   HD_HELD1
 FG0230* NAVD 88 ORTHO HEIGHT -   214.43  (meters)      703.5   (feet) RESET
 FG0230  ______________________________________________________________________
 FG0230  GEOID HEIGHT    -        -27.944 (meters)                     GEOID18
 FG0230  VERT ORDER      -  THIRD
 FG0230
 FG0230.The horizontal coordinates were determined by differentially corrected
 FG0230.hand held GPS observations or other comparable positioning techniques
 FG0230.and have an estimated accuracy of +/- 3 meters.
 FG0230
 FG0230.The orthometric height was computed from unverified reset data.
 FG0230
 FG0230.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0230.GEOID18 height accuracy estimate available here.
 FG0230
 FG0230.Click photographs - Photos may exist for this station.
 FG0230
 FG0230;                    North         East    Units  Estimated Accuracy
 FG0230;SPC AR N     -   116,621.7     364,638.3     MT  (+/- 3 meters HH1 GPS) 
 FG0230
 FG0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV5547415789(NAD 83)
 FG0230
 FG0230                          SUPERSEDED SURVEY CONTROL
 FG0230
 FG0230.No superseded survey control is available for this station.
 FG0230
 FG0230_MARKER: DR = REFERENCE MARK DISK
 FG0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0230_STAMPING: DAMASCUS 2 NO 3 1967
 FG0230_MARK LOGO: CGS
 FG0230_PROJECTION: FLUSH
 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 (LFS)
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0233 ***********************************************************************
 FG0233  DESIGNATION -  DAMASCUS 2 RM 4
 FG0233  PID         -  FG0233
 FG0233  STATE/COUNTY-  AR/VAN BUREN
 FG0233  COUNTRY     -  US
 FG0233  USGS QUAD   -  BEE BRANCH (2017)
 FG0233
 FG0233                         *CURRENT SURVEY CONTROL
 FG0233  ______________________________________________________________________
 FG0233* NAD 83(1986) POSITION- 35 23 01.37   (N) 092 23 21.42   (W)   HD_HELD1
 FG0233* NAVD 88 ORTHO HEIGHT -   214.51  (meters)      703.8   (feet) RESET
 FG0233  ______________________________________________________________________
 FG0233  GEOID HEIGHT    -        -27.945 (meters)                     GEOID18
 FG0233  VERT ORDER      -  THIRD
 FG0233
 FG0233.The horizontal coordinates were determined by differentially corrected
 FG0233.hand held GPS observations or other comparable positioning techniques
 FG0233.and have an estimated accuracy of +/- 3 meters.
 FG0233
 FG0233.The orthometric height was computed from unverified reset data.
 FG0233
 FG0233.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0233.GEOID18 height accuracy estimate available here.
 FG0233
 FG0233.Click photographs - Photos may exist for this station.
 FG0233
 FG0233;                    North         East    Units  Estimated Accuracy
 FG0233;SPC AR N     -   116,600.5     364,631.9     MT  (+/- 3 meters HH1 GPS) 
 FG0233
 FG0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV5546715768(NAD 83)
 FG0233
 FG0233                          SUPERSEDED SURVEY CONTROL
 FG0233
 FG0233.No superseded survey control is available for this station.
 FG0233
 FG0233_MARKER: DR = REFERENCE MARK DISK
 FG0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0233_STAMPING: DAMASCUS 2 NO 4 1967
 FG0233_MARK LOGO: CGS
 FG0233_PROJECTION: FLUSH
 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 (LFS)
 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 = MARCH 20, 2026 22:17:28 EDT
 GG0617 ***********************************************************************
 GG0617  DESIGNATION -  DANDY
 GG0617  PID         -  GG0617
 GG0617  STATE/COUNTY-  AR/WASHINGTON
 GG0617  COUNTRY     -  US
 GG0617  USGS QUAD   -  SONORA (2017)
 GG0617
 GG0617                         *CURRENT SURVEY CONTROL
 GG0617  ______________________________________________________________________
 GG0617* NAD 83(1997) POSITION- 36 10 22.84225(N) 094 07 20.06222(W)   ADJUSTED
 GG0617* NAVD 88 ORTHO HEIGHT -   412.3   (meters)     1353.    (feet) VERTCON3
 GG0617  ______________________________________________________________________
 GG0617  GEOID HEIGHT    -        -28.066 (meters)                     GEOID18
 GG0617  LAPLACE CORR    -          0.64  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0617.GEOID18 height accuracy estimate available here.
 GG0617
 GG0617.Click photographs - Photos may exist for this station.
 GG0617
 GG0617.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0617
 GG0617. The following values were computed from the NAD 83(1997) position.
 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  =   0.99966521
 GG0617
 GG0617:                Primary Azimuth Mark                     Grid Az
 GG0617:SPC AR N     -  SPRINGDALE HEEKIN CO TANK                265 49 33.5
 GG0617:UTM  15      -  SPRINGDALE HEEKIN CO TANK                265 15 12.5
 GG0617
 GG0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA9907403721(NAD 83)
 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(1993)-  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
 GG0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0617.See file dsdata.pdf to determine how the superseded data were derived.
 GG0617
 GG0617_MARKER: DS = TRIANGULATION STATION DISK
 GG0617_SETTING: 7 = SET IN TOP OF 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 = MARCH 20, 2026 22:17:28 EDT
 GG0620 ***********************************************************************
 GG0620  DESIGNATION -  DANDY 2
 GG0620  PID         -  GG0620
 GG0620  STATE/COUNTY-  AR/WASHINGTON
 GG0620  COUNTRY     -  US
 GG0620  USGS QUAD   -  SONORA (2017)
 GG0620
 GG0620                         *CURRENT SURVEY CONTROL
 GG0620  ______________________________________________________________________
 GG0620* NAD 83(1997) POSITION- 36 10 26.74394(N) 094 07 22.90682(W)   NO CHECK
 GG0620* NAVD 88 ORTHO HEIGHT -   411.7   (meters)     1351.    (feet) VERTCON3
 GG0620  ______________________________________________________________________
 GG0620  GEOID HEIGHT    -        -28.066 (meters)                     GEOID18
 GG0620  LAPLACE CORR    -          0.64  (seconds)                    DEFLEC18
 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
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0620.GEOID18 height accuracy estimate available here.
 GG0620
 GG0620.Click photographs - Photos may exist for this station.
 GG0620
 GG0620.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0620
 GG0620. The following values were computed from the NAD 83(1997) position.
 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     -   0.99993979  x   0.99998883  =   0.99992862
 GG0620!UTM  15      -   0.99993979  x   0.99972568  =   0.99966548
 GG0620
 GG0620:                Primary Azimuth Mark                     Grid Az
 GG0620:SPC AR N     -  SPRINGDALE WHITE RIVER SPIPE             072 26 44.6
 GG0620:UTM  15      -  SPRINGDALE WHITE RIVER SPIPE             071 52 23.7
 GG0620
 GG0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA9900403842(NAD 83)
 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(1993)-  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
 GG0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0620.See file dsdata.pdf to determine how the superseded data were derived.
 GG0620
 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 = MARCH 20, 2026 22:17:28 EDT
 GG0619 ***********************************************************************
 GG0619  DESIGNATION -  DANDY RM 4
 GG0619  PID         -  GG0619
 GG0619  STATE/COUNTY-  AR/WASHINGTON
 GG0619  COUNTRY     -  US
 GG0619  USGS QUAD   -  SONORA (2017)
 GG0619
 GG0619                         *CURRENT SURVEY CONTROL
 GG0619  ______________________________________________________________________
 GG0619* NAD 83(1997) POSITION- 36 10 23.48969(N) 094 07 20.01751(W)   NO CHECK
 GG0619* NAVD 88 ORTHO HEIGHT -   412.3   (meters)     1353.    (feet) VERTCON3
 GG0619  ______________________________________________________________________
 GG0619  GEOID HEIGHT    -        -28.066 (meters)                     GEOID18
 GG0619  LAPLACE CORR    -          0.64  (seconds)                    DEFLEC18
 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
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0619.GEOID18 height accuracy estimate available here.
 GG0619
 GG0619.Click photographs - Photos may exist for this station.
 GG0619
 GG0619.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0619
 GG0619. The following values were computed from the NAD 83(1997) position.
 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  =   0.99966521
 GG0619
 GG0619:                Primary Azimuth Mark                     Grid Az
 GG0619:SPC AR N     -  SPRINGDALE HEEKIN CO TANK                264 40 01.9
 GG0619:UTM  15      -  SPRINGDALE HEEKIN CO TANK                264 05 40.9
 GG0619
 GG0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA9907503741(NAD 83)
 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(1993)-  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
 GG0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0619.See file dsdata.pdf to determine how the superseded data were derived.
 GG0619
 GG0619_MARKER: DR = REFERENCE MARK DISK
 GG0619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0619_STAMPING: DANDY 1971 NO 4 1973
 GG0619_MARK LOGO: NGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2095 ***********************************************************************
 EH2095  DESIGNATION -  DANIEL RESET
 EH2095  PID         -  EH2095
 EH2095  STATE/COUNTY-  AR/LONOKE
 EH2095  COUNTRY     -  US
 EH2095  USGS QUAD   -  LONOKE (2017)
 EH2095
 EH2095                         *CURRENT SURVEY CONTROL
 EH2095  ______________________________________________________________________
 EH2095* NAD 83(1997) POSITION- 34 47 04.29360(N) 091 56 45.65357(W)   ADJUSTED
 EH2095* NAVD 88 ORTHO HEIGHT -    72.958 (meters)      239.36  (feet) ADJUSTED
 EH2095  ______________________________________________________________________
 EH2095  GEOID HEIGHT    -        -26.773 (meters)                     GEOID18
 EH2095  LAPLACE CORR    -         -0.81  (seconds)                    DEFLEC18
 EH2095  DYNAMIC HEIGHT  -         72.890 (meters)      239.14  (feet) COMP
 EH2095  MODELED GRAVITY -    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 and
 EH2095.adjusted by the NATIONAL GEODETIC SURVEY
 EH2095.in June 1991.
 EH2095
 EH2095.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2095.GEOID18 height accuracy estimate available here.
 EH2095
 EH2095.Click photographs - Photos may exist for this station.
 EH2095
 EH2095.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999275  x   1.00000403  =   0.99999678
 EH2095!UTM  15      -   0.99999275  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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU9643149654(NAD 83)
 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  USSD        -  34 47 04.12300(N)    091 56 44.82300(W) AD(       ) 3
 EH2095  NGVD 29              72.98   (m)          239.4    (f) LEVELING    3  
 EH2095  NGVD 29 (11/26/84)   72.976  (m)          239.42   (f) ADJUSTED    1 2
 EH2095
 EH2095.Superseded values are not recommended for survey control.
 EH2095
 EH2095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2095.See file dsdata.pdf to determine how the superseded data were derived.
 EH2095
 EH2095_MARKER: DS = TRIANGULATION STATION DISK
 EH2095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2095_STAMPING: DANIEL 1916 1935 1940
 EH2095_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2096 ***********************************************************************
 EH2096  DESIGNATION -  DANIEL RM 1
 EH2096  PID         -  EH2096
 EH2096  STATE/COUNTY-  AR/LONOKE
 EH2096  COUNTRY     -  US
 EH2096  USGS QUAD   -  LONOKE (2017)
 EH2096
 EH2096                         *CURRENT SURVEY CONTROL
 EH2096  ______________________________________________________________________
 EH2096* NAD 83(1986) POSITION- 34 47 04.03   (N) 091 56 45.49   (W)   HD_HELD1
 EH2096* NAVD 88 ORTHO HEIGHT -    73.065 (meters)      239.71  (feet) ADJUSTED
 EH2096  ______________________________________________________________________
 EH2096  GEOID HEIGHT    -        -26.773 (meters)                     GEOID18
 EH2096  DYNAMIC HEIGHT  -         72.998 (meters)      239.49  (feet) COMP
 EH2096  MODELED GRAVITY -    979,705.6   (mgal)                       NAVD 88
 EH2096
 EH2096  VERT ORDER      -  FIRST     CLASS II
 EH2096
 EH2096.The horizontal coordinates were determined by differentially corrected
 EH2096.hand held GPS observations or other comparable positioning techniques
 EH2096.and have an estimated accuracy of +/- 3 meters.
 EH2096
 EH2096.The orthometric height was determined by differential leveling and
 EH2096.adjusted by the NATIONAL GEODETIC SURVEY
 EH2096.in June 1991.
 EH2096
 EH2096.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2096.GEOID18 height accuracy estimate available here.
 EH2096
 EH2096.Click photographs - Photos may exist for this station.
 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     -   634,898.3     404,945.3     MT  (+/- 3 meters HH1 GPS) 
 EH2096
 EH2096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU9643549646(NAD 83)
 EH2096
 EH2096                          SUPERSEDED SURVEY CONTROL
 EH2096
 EH2096  NGVD 29 (11/26/84)   73.083  (m)          239.77   (f) ADJUSTED    1 2
 EH2096
 EH2096.Superseded values are not recommended for survey control.
 EH2096
 EH2096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2096.See file dsdata.pdf to determine how the superseded data were derived.
 EH2096
 EH2096_MARKER: DR = REFERENCE MARK DISK
 EH2096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2096_STAMPING: DANIEL NO 1 1916 1920
 EH2096_MARK LOGO: CGS
 EH2096_PROJECTION: FLUSH
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2094 ***********************************************************************
 EH2094  DESIGNATION -  DANIEL RM 2
 EH2094  PID         -  EH2094
 EH2094  STATE/COUNTY-  AR/LONOKE
 EH2094  COUNTRY     -  US
 EH2094  USGS QUAD   -  LONOKE (2017)
 EH2094
 EH2094                         *CURRENT SURVEY CONTROL
 EH2094  ______________________________________________________________________
 EH2094* NAD 83(1986) POSITION- 34 47 04.07   (N) 091 56 46.45   (W)   HD_HELD1
 EH2094* NAVD 88 ORTHO HEIGHT -    73.080 (meters)      239.76  (feet) ADJUSTED
 EH2094  ______________________________________________________________________
 EH2094  GEOID HEIGHT    -        -26.773 (meters)                     GEOID18
 EH2094  DYNAMIC HEIGHT  -         73.012 (meters)      239.54  (feet) COMP
 EH2094  MODELED GRAVITY -    979,705.5   (mgal)                       NAVD 88
 EH2094
 EH2094  VERT ORDER      -  FIRST     CLASS II
 EH2094
 EH2094.The horizontal coordinates were determined by differentially corrected
 EH2094.hand held GPS observations or other comparable positioning techniques
 EH2094.and have an estimated accuracy of +/- 3 meters.
 EH2094
 EH2094.The orthometric height was determined by differential leveling and
 EH2094.adjusted by the NATIONAL GEODETIC SURVEY
 EH2094.in June 1991.
 EH2094
 EH2094.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2094.GEOID18 height accuracy estimate available here.
 EH2094
 EH2094.Click photographs - Photos may exist for this station.
 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     -   634,899.5     404,920.9     MT  (+/- 3 meters HH1 GPS) 
 EH2094
 EH2094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU9641149647(NAD 83)
 EH2094
 EH2094                          SUPERSEDED SURVEY CONTROL
 EH2094
 EH2094  NGVD 29 (11/26/84)   73.098  (m)          239.82   (f) ADJUSTED    1 2
 EH2094
 EH2094.Superseded values are not recommended for survey control.
 EH2094
 EH2094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2094.See file dsdata.pdf to determine how the superseded data were derived.
 EH2094
 EH2094_MARKER: DR = REFERENCE MARK DISK
 EH2094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2094_STAMPING: DANIEL RM 2 1916 1920
 EH2094_MARK LOGO: CGS
 EH2094_PROJECTION: FLUSH
 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 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 = MARCH 20, 2026 22:17:28 EDT
 FG1850 ***********************************************************************
 FG1850  DESIGNATION -  DANVILLE
 FG1850  PID         -  FG1850
 FG1850  STATE/COUNTY-  AR/YELL
 FG1850  COUNTRY     -  US
 FG1850  USGS QUAD   -  DANVILLE MOUNTAIN (2017)
 FG1850
 FG1850                         *CURRENT SURVEY CONTROL
 FG1850  ______________________________________________________________________
 FG1850* NAD 83(1997) POSITION- 35 03 14.07230(N) 093 19 48.01341(W)   ADJUSTED
 FG1850* NAVD 88 ORTHO HEIGHT -   351.    (meters)     1152.    (feet) SCALED
 FG1850  ______________________________________________________________________
 FG1850  GEOID HEIGHT    -        -29.461 (meters)                     GEOID18
 FG1850  LAPLACE CORR    -          3.08  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1850.GEOID18 height accuracy estimate available here.
 FG1850
 FG1850.Click photographs - Photos may exist for this station.
 FG1850
 FG1850.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1850
 FG1850. The following values were computed from the NAD 83(1997) position.
 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  =   0.99992801
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU6990679071(NAD 83)
 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(1993)-  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  USSD        -  35 03 13.90400(N)    093 19 47.17900(W) AD(       ) 3
 FG1850
 FG1850.Superseded values are not recommended for survey control.
 FG1850
 FG1850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1850.See file dsdata.pdf to determine how the superseded data were derived.
 FG1850
 FG1850_MARKER: DS = TRIANGULATION STATION DISK
 FG1850_SETTING: 80 = SET IN A BOULDER
 FG1850_STAMPING: DANVILLE 1916
 FG1850_MARK LOGO: CGS
 FG1850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1850+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GE1027 ***********************************************************************
 GE1027  DESIGNATION -  DATTO
 GE1027  PID         -  GE1027
 GE1027  STATE/COUNTY-  AR/CLAY
 GE1027  COUNTRY     -  US
 GE1027  USGS QUAD   -  DATTO (2017)
 GE1027
 GE1027                         *CURRENT SURVEY CONTROL
 GE1027  ______________________________________________________________________
 GE1027* NAD 83(1997) POSITION- 36 24 20.15166(N) 090 43 18.81489(W)   ADJUSTED
 GE1027* NAVD 88 ORTHO HEIGHT -    90.    (meters)      295.    (feet) SCALED
 GE1027  ______________________________________________________________________
 GE1027  GEOID HEIGHT    -        -28.657 (meters)                     GEOID18
 GE1027  LAPLACE CORR    -          0.00  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE1027.GEOID18 height accuracy estimate available here.
 GE1027
 GE1027.Click photographs - Photos may exist for this station.
 GE1027
 GE1027.The Laplace correction was computed from DEFLEC18 derived deflections.
 GE1027
 GE1027. The following values were computed from the NAD 83(1997) position.
 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     -  DATTO AZ MK                              276 57 27.5
 GE1027:SPC MO E     -  DATTO AZ MK                              277 49 59.0
 GE1027:UTM  15      -  DATTO AZ MK                              276 20 55.8
 GE1027
 GE1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA0427931347(NAD 83)
 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
 GE1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1027.See file dsdata.pdf to determine how the superseded data were derived.
 GE1027
 GE1027_MARKER: DS = TRIANGULATION STATION DISK
 GE1027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE1027_STAMPING: DATTO 1955
 GE1027_MARK LOGO: CGS
 GE1027_PROJECTION: RECESSED 36 CENTIMETERS
 GE1027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE1027+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 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  COUNTRY     -  US
 FF2288  USGS QUAD   -  WEST MEMPHIS (2017)
 FF2288
 FF2288                         *CURRENT SURVEY CONTROL
 FF2288  ______________________________________________________________________
 FF2288* NAD 83(2011) POSITION- 35 07 52.28316(N) 090 14 00.70301(W)   ADJUSTED
 FF2288* NAD 83(2011) ELLIP HT-    36.293 (meters)        (06/27/12)   ADJUSTED
 FF2288* NAD 83(2011) EPOCH   -  2010.00
 FF2288* NAVD 88 ORTHO HEIGHT -    63.48  (meters)      208.3   (feet) GPS OBS
 FF2288  ______________________________________________________________________
 FF2288  NAVD 88 orthometric height was determined with geoid model    GEOID03
 FF2288  GEOID HEIGHT    -        -27.224 (meters)                     GEOID03
 FF2288  GEOID HEIGHT    -        -27.279 (meters)                     GEOID18
 FF2288  NAD 83(2011) X  -    -21,284.381 (meters)                     COMP
 FF2288  NAD 83(2011) Y  - -5,222,051.428 (meters)                     COMP
 FF2288  NAD 83(2011) Z  -  3,649,800.514 (meters)                     COMP
 FF2288  LAPLACE CORR    -         -0.89  (seconds)                    DEFLEC18
 FF2288
 FF2288  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FF2288  Standards:
 FF2288         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FF2288            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FF2288  -------------------------------------------------------------------
 FF2288  NETWORK    1.06   3.39           0.48   0.37   1.73      0.12908318
 FF2288  -------------------------------------------------------------------
 FF2288  Click here for local accuracies and other accuracy information.
 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 June 2012.
 FF2288
 FF2288.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FF2288.been affixed to the stable North American tectonic plate. See 
 FF2288.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FF2288
 FF2288.The horizontal coordinates are valid at the epoch date displayed above
 FF2288.which is a decimal equivalence of Year/Month/Day.
 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 published vertical control network.
 FF2288
 FF2288.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF2288.GEOID18 height accuracy estimate available here.
 FF2288
 FF2288.Click photographs - Photos may exist for this station.
 FF2288
 FF2288.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF2288
 FF2288.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF2288
 FF2288.The ellipsoidal height was determined by GPS observations
 FF2288.and is referenced to NAD 83.
 FF2288
 FF2288. The following values were computed from the NAD 83(2011) position.
 FF2288
 FF2288;                    North         East     Units Scale Factor Converg.
 FF2288;SPC AR N     -    89,959.608   560,986.192   MT  0.99996700   +1 01 40.5
 FF2288;SPC AR N     -   295,142.48  1,840,502.20   sFT  0.99996700   +1 01 40.5
 FF2288;SPC TN       -    96,867.533   214,258.178   MT  1.00002309   -2 28 42.5
 FF2288;SPC TN       -   317,806.23    702,945.37   sFT  1.00002309   -2 28 42.5
 FF2288;UTM  15      - 3,891,095.233   752,074.864   MT  1.00038318   +1 35 34.1
 FF2288
 FF2288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2288!SPC AR N     -   0.99999430  x   0.99996700  =   0.99996130
 FF2288!SPC TN       -   0.99999430  x   1.00002309  =   1.00001739
 FF2288!UTM  15      -   0.99999430  x   1.00038318  =   1.00037748
 FF2288
 FF2288_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU5207491095(NAD 83)
 FF2288
 FF2288                          SUPERSEDED SURVEY CONTROL
 FF2288
 FF2288  NAD 83(2007)-  35 07 52.28261(N)    090 14 00.70579(W) AD(2002.00) A
 FF2288  ELLIP H (10/16/11)   36.235  (m)                       GP(2002.00) 3 2
 FF2288  NAD 83(2007)-  35 07 52.28283(N)    090 14 00.70605(W) AD(2002.00) 0
 FF2288  ELLIP H (02/10/07)   36.254  (m)                       GP(2002.00)    
 FF2288  ELLIP H (09/21/01)   36.374  (m)                       GP(       ) 4 2
 FF2288  NAD 83(1990)-  35 07 52.28298(N)    090 14 00.70339(W) AD(       ) B
 FF2288  ELLIP H (02/18/99)   36.400  (m)                       GP(       ) 4 2
 FF2288  NAD 83(1990)-  35 07 52.28217(N)    090 14 00.70155(W) AD(       ) B
 FF2288  ELLIP H (07/15/94)   36.419  (m)                       GP(       ) 4 2
 FF2288  NGVD 29              63.53   (m)          208.4    (f) LEVELING    3  
 FF2288
 FF2288.Superseded values are not recommended for survey control.
 FF2288
 FF2288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2288.See file dsdata.pdf to determine how the superseded data were derived.
 FF2288
 FF2288_MARKER: DZ = AZIMUTH MARK DISK
 FF2288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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  HISTORY     - 20120221 MARK NOT FOUND   BFENG
 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.
 FF2288
 FF2288                          STATION RECOVERY (2012)
 FF2288
 FF2288'RECOVERY NOTE BY B AND F ENGINEERING 2012 (RDB)
 FF2288'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1915 ***********************************************************************
 EJ1915  DESIGNATION -  DAWSON
 EJ1915  PID         -  EJ1915
 EJ1915  STATE/COUNTY-  AR/YELL
 EJ1915  COUNTRY     -  US
 EJ1915  USGS QUAD   -  NIMROD DAM (2017)
 EJ1915
 EJ1915                         *CURRENT SURVEY CONTROL
 EJ1915  ______________________________________________________________________
 EJ1915* NAD 83(1997) POSITION- 34 59 35.23216(N) 093 11 45.35149(W)   ADJUSTED
 EJ1915* NAVD 88 ORTHO HEIGHT -   395.    (meters)     1296.    (feet) SCALED
 EJ1915  ______________________________________________________________________
 EJ1915  GEOID HEIGHT    -        -29.100 (meters)                     GEOID18
 EJ1915  LAPLACE CORR    -          3.02  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1915.GEOID18 height accuracy estimate available here.
 EJ1915
 EJ1915.Click photographs - Photos may exist for this station.
 EJ1915
 EJ1915.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1915
 EJ1915. The following values were computed from the NAD 83(1997) position.
 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  =   0.99954653
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU8211972297(NAD 83)
 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
 EJ1915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1915.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1915
 EJ1915_MARKER: DS = TRIANGULATION STATION DISK
 EJ1915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1915_STAMPING: DAWSON 1940
 EJ1915_MARK LOGO: CGS
 EJ1915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1915+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DS3222 ***********************************************************************
 DS3222  HT_MOD      -  This is a Height Modernization Survey Station.
 DS3222  DESIGNATION -  DBM7
 DS3222  PID         -  DS3222
 DS3222  STATE/COUNTY-  AR/POPE
 DS3222  COUNTRY     -  US
 DS3222  USGS QUAD   -  RUSSELLVILLE WEST (2017)
 DS3222
 DS3222                         *CURRENT SURVEY CONTROL
 DS3222  ______________________________________________________________________
 DS3222* NAD 83(2011) POSITION- 35 15 02.51338(N) 093 10 07.40527(W)   ADJUSTED
 DS3222* NAD 83(2011) ELLIP HT-    76.805 (meters)        (05/08/25)   ADJUSTED
 DS3222* NAD 83(2011) EPOCH   -  2010.00
 DS3222* NAVD 88 ORTHO HEIGHT -   106.05  (meters)      347.9   (feet) GPS OBS
 DS3222  ______________________________________________________________________
 DS3222  GEOID HEIGHT    -        -29.252 (meters)                     GEOID18
 DS3222  NAD 83(2011) X  -   -288,238.439 (meters)                     COMP
 DS3222  NAD 83(2011) Y  - -5,206,514.290 (meters)                     COMP
 DS3222  NAD 83(2011) Z  -  3,660,659.482 (meters)                     COMP
 DS3222  LAPLACE CORR    -          2.04  (seconds)                    DEFLEC18
 DS3222
 DS3222  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS3222  Standards:
 DS3222         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS3222            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS3222  -------------------------------------------------------------------
 DS3222  NETWORK    0.97   1.74           0.39   0.40   0.89     -0.00567308
 DS3222  -------------------------------------------------------------------
 DS3222  Click here for local accuracies and other accuracy information.
 DS3222
 DS3222.The horizontal coordinates were established by GPS observations
 DS3222.and adjusted by the USACE LITTLE ROCK in May 2025.
 DS3222
 DS3222.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS3222.been affixed to the stable North American tectonic plate. See 
 DS3222.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS3222
 DS3222.The horizontal coordinates are valid at the epoch date displayed above
 DS3222.which is a decimal equivalence of Year/Month/Day.
 DS3222
 DS3222.The orthometric height was determined by GPS observations and a
 DS3222.high-resolution geoid model using precise GPS observation and
 DS3222.processing techniques.
 DS3222
 DS3222.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3222.GEOID18 height accuracy estimate available here.
 DS3222
 DS3222.Click photographs - Photos may exist for this station.
 DS3222
 DS3222.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS3222
 DS3222.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS3222
 DS3222.The ellipsoidal height was determined by GPS observations
 DS3222.and is referenced to NAD 83.
 DS3222
 DS3222. The following values were computed from the NAD 83(2011) position.
 DS3222
 DS3222;                    North         East     Units Scale Factor Converg.
 DS3222;SPC AR N     -   102,404.919   293,643.300   MT  0.99995278   -0 40 48.3
 DS3222;SPC AR N     -   335,973.47    963,394.73   sFT  0.99995278   -0 40 48.3
 DS3222;UTM  15      - 3,900,858.157   484,650.783   MT  0.99960290   -0 05 50.6
 DS3222
 DS3222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS3222!SPC AR N     -   0.99998794  x   0.99995278  =   0.99994073
 DS3222!UTM  15      -   0.99998794  x   0.99960290  =   0.99959085
 DS3222
 DS3222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV8465000858(NAD 83)
 DS3222
 DS3222                          SUPERSEDED SURVEY CONTROL
 DS3222
 DS3222.No superseded survey control is available for this station.
 DS3222
 DS3222_MARKER: DD = SURVEY DISK
 DS3222_SETTING: 41 = SET IN A LARGE STRUCTURE WITH FOUNDATIONS ON BEDROCK
 DS3222_SP_SET: SET IN LARGE CONCRETE STRUCTURE
 DS3222_STAMPING: BML7
 DS3222_MARK LOGO: USACEL
 DS3222_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS3222_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DS3222+STABILITY: POSITION/ELEVATION WELL
 DS3222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3222+SATELLITE: SATELLITE OBSERVATIONS - November 25, 2024
 DS3222
 DS3222  HISTORY     - Date     Condition        Report By
 DS3222  HISTORY     - 20241125 MONUMENTED       USACEL
 DS3222
 DS3222                          STATION DESCRIPTION
 DS3222
 DS3222'DESCRIBED BY USACE LITTLE ROCK 2024 (JKC)
 DS3222'NEAR DARDANELLE, AR AT ARKANSAS RIVER, DARDANELLE LOCK AND DAM. AT THE
 DS3222'INTERSECTION OF STATE ROUTE 22 AND STATE ROUTE 7 (UNION STREET) IN
 DS3222'DARDANELLE, AR, PROCEED EAST ON STATE ROUTE 7 FOR 2.7 MI (4.3 KM) TO
 DS3222'LOCK AND DAM ROAD.  TURN LEFT ONTO LOCK AND DAM ROAD AND PROCEED FOR
 DS3222'1.7 MILES. THE MARK IS SET IN THE RIVER-SIDE LOCK WALL AT THE UPSTREAM
 DS3222'END.  MARK IS A STANDARD USACE ALUMINUM DISK.  ACCESS TO THIS MARK MAY
 DS3222'BE RESTRICTED.
 DS3222'
 DS3222'OWNERSHIP--U.S. GOVERNMENT.
 DS3222'
 DS3222'IT IS 28 FT (8.5 M) NORTHEAST OF LIGHT POLE, 10 FT (3.0 M)
 DS3222'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF PUMP SHACK, 2 FT (0.6 M)
 DS3222'SOUTH OF OF A FENCE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL1550 ***********************************************************************
 DL1550  DESIGNATION -  DE ANN
 DL1550  PID         -  DL1550
 DL1550  STATE/COUNTY-  AR/HEMPSTEAD
 DL1550  COUNTRY     -  US
 DL1550  USGS QUAD   -  BLEVINS (2017)
 DL1550
 DL1550                         *CURRENT SURVEY CONTROL
 DL1550  ______________________________________________________________________
 DL1550* NAD 83(1997) POSITION- 33 47 49.58780(N) 093 33 35.83727(W)   ADJUSTED
 DL1550* NAVD 88 ORTHO HEIGHT -   139.08  (+/-2cm)      456.3   (feet) VERTCON3
 DL1550  ______________________________________________________________________
 DL1550  GEOID HEIGHT    -        -26.989 (meters)                     GEOID18
 DL1550  LAPLACE CORR    -          0.75  (seconds)                    DEFLEC18
 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
 DL1550.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1550.GEOID18 height accuracy estimate available here.
 DL1550
 DL1550.The vertical order pertains to the NGVD 29 superseded value.
 DL1550
 DL1550.Click photographs - Photos may exist for this station.
 DL1550
 DL1550.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1550
 DL1550. The following values were computed from the NAD 83(1997) position.
 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     -   0.99998240  x   0.99992700  =   0.99990941
 DL1550!UTM  15      -   0.99998240  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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT4816639800(NAD 83)
 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(1993)-  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             139.08   (m)          456.3    (f) LEVELING    3  
 DL1550
 DL1550.Superseded values are not recommended for survey control.
 DL1550
 DL1550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1550.See file dsdata.pdf to determine how the superseded data were derived.
 DL1550
 DL1550_MARKER: DS = TRIANGULATION STATION DISK
 DL1550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1550_STAMPING: DE ANN 1941
 DL1550_MARK LOGO: CGS
 DL1550_PROJECTION: RECESSED 41 CENTIMETERS
 DL1550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1550+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DM1049 ***********************************************************************
 DM1049  DESIGNATION -  DE QUEEN
 DM1049  PID         -  DM1049
 DM1049  STATE/COUNTY-  AR/SEVIER
 DM1049  COUNTRY     -  US
 DM1049  USGS QUAD   -  HORATIO (2017)
 DM1049
 DM1049                         *CURRENT SURVEY CONTROL
 DM1049  ______________________________________________________________________
 DM1049* NAD 83(1997) POSITION- 33 59 19.82826(N) 094 19 30.32484(W)   ADJUSTED
 DM1049* NAVD 88 ORTHO HEIGHT -   185.443 (meters)      608.41  (feet) ADJUSTED
 DM1049  ______________________________________________________________________
 DM1049  GEOID HEIGHT    -        -27.708 (meters)                     GEOID18
 DM1049  LAPLACE CORR    -          1.03  (seconds)                    DEFLEC18
 DM1049  DYNAMIC HEIGHT  -        185.253 (meters)      607.78  (feet) COMP
 DM1049  MODELED GRAVITY -    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 and
 DM1049.adjusted by the NATIONAL GEODETIC SURVEY
 DM1049.in June 1991.
 DM1049
 DM1049.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1049.GEOID18 height accuracy estimate available here.
 DM1049
 DM1049.Click photographs - Photos may exist for this station.
 DM1049
 DM1049.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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     -  WINTHROP                                 197 27 17.9
 DM1049:UTM  15      -  WINTHROP                                 196 53 40.2
 DM1049
 DM1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT7761061709(NAD 83)
 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(1993)-  33 59 19.83150(N)    094 19 30.32254(W) AD(       ) 1
 DM1049  NAD 83(1993)-  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             185.41   (m)          608.3    (f) LEVELING    3  
 DM1049
 DM1049.Superseded values are not recommended for survey control.
 DM1049
 DM1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1049.See file dsdata.pdf to determine how the superseded data were derived.
 DM1049
 DM1049_MARKER: DS = TRIANGULATION STATION DISK
 DM1049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1049_STAMPING: DE QUEEN 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 = MARCH 20, 2026 22:17:28 EDT
 DM1050 ***********************************************************************
 DM1050  DESIGNATION -  DE QUEEN RM 1
 DM1050  PID         -  DM1050
 DM1050  STATE/COUNTY-  AR/SEVIER
 DM1050  COUNTRY     -  US
 DM1050  USGS QUAD   -  HORATIO (2017)
 DM1050
 DM1050                         *CURRENT SURVEY CONTROL
 DM1050  ______________________________________________________________________
 DM1050* NAD 83(1986) POSITION- 33 59 20.60   (N) 094 19 29.42   (W)   HD_HELD1
 DM1050* NAVD 88 ORTHO HEIGHT -   185.864 (meters)      609.79  (feet) ADJUSTED
 DM1050  ______________________________________________________________________
 DM1050  GEOID HEIGHT    -        -27.708 (meters)                     GEOID18
 DM1050  DYNAMIC HEIGHT  -        185.672 (meters)      609.16  (feet) COMP
 DM1050  MODELED GRAVITY -    979,603.1   (mgal)                       NAVD 88
 DM1050
 DM1050  VERT ORDER      -  FIRST     CLASS II
 DM1050
 DM1050.The horizontal coordinates were determined by differentially corrected
 DM1050.hand held GPS observations or other comparable positioning techniques
 DM1050.and have an estimated accuracy of +/- 3 meters.
 DM1050
 DM1050.The orthometric height was determined by differential leveling and
 DM1050.adjusted by the NATIONAL GEODETIC SURVEY
 DM1050.in June 1991.
 DM1050
 DM1050.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1050.GEOID18 height accuracy estimate available here.
 DM1050
 DM1050.Click photographs - Photos may exist for this station.
 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     -   549,107.7     185,228.6     MT  (+/- 3 meters HH1 GPS) 
 DM1050
 DM1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT7763461733(NAD 83)
 DM1050
 DM1050                          SUPERSEDED SURVEY CONTROL
 DM1050
 DM1050.No superseded survey control is available for this station.
 DM1050
 DM1050_MARKER: DR = REFERENCE MARK DISK
 DM1050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1050_STAMPING: DE QUEEN 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM1050+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2019
 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  HISTORY     - 20190611 GOOD             ARHD
 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.
 DM1050
 DM1050                          STATION RECOVERY (2019)
 DM1050
 DM1050'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2019 (BAB)
 DM1050'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DM1051 ***********************************************************************
 DM1051  DESIGNATION -  DE QUEEN RM 4
 DM1051  PID         -  DM1051
 DM1051  STATE/COUNTY-  AR/SEVIER
 DM1051  COUNTRY     -  US
 DM1051  USGS QUAD   -  HORATIO (2017)
 DM1051
 DM1051                         *CURRENT SURVEY CONTROL
 DM1051  ______________________________________________________________________
 DM1051* NAD 83(1986) POSITION- 33 59 20.48   (N) 094 19 30.43   (W)   HD_HELD1
 DM1051* NAVD 88 ORTHO HEIGHT -   185.755 (meters)      609.43  (feet) ADJUSTED
 DM1051  ______________________________________________________________________
 DM1051  GEOID HEIGHT    -        -27.708 (meters)                     GEOID18
 DM1051  DYNAMIC HEIGHT  -        185.564 (meters)      608.80  (feet) COMP
 DM1051  MODELED GRAVITY -    979,603.1   (mgal)                       NAVD 88
 DM1051
 DM1051  VERT ORDER      -  FIRST     CLASS II
 DM1051
 DM1051.The horizontal coordinates were determined by differentially corrected
 DM1051.hand held GPS observations or other comparable positioning techniques
 DM1051.and have an estimated accuracy of +/- 3 meters.
 DM1051
 DM1051.The orthometric height was determined by differential leveling and
 DM1051.adjusted by the NATIONAL GEODETIC SURVEY
 DM1051.in June 1991.
 DM1051
 DM1051.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1051.GEOID18 height accuracy estimate available here.
 DM1051
 DM1051.Click photographs - Photos may exist for this station.
 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     -   549,104.6     185,202.6     MT  (+/- 3 meters HH1 GPS) 
 DM1051
 DM1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT7760861730(NAD 83)
 DM1051
 DM1051                          SUPERSEDED SURVEY CONTROL
 DM1051
 DM1051.No superseded survey control is available for this station.
 DM1051
 DM1051_MARKER: DR = REFERENCE MARK DISK
 DM1051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1051_STAMPING: DE QUEEN 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM1051+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2019
 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  HISTORY     - 20190611 GOOD             ARHD
 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.
 DM1051
 DM1051                          STATION RECOVERY (2019)
 DM1051
 DM1051'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2019 (BAB)
 DM1051'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0711 ***********************************************************************
 FF0711  DESIGNATION -  DEAD
 FF0711  PID         -  FF0711
 FF0711  STATE/COUNTY-  AR/POINSETT
 FF0711  COUNTRY     -  US
 FF0711  USGS QUAD   -  CHERRY VALLEY EAST (2017)
 FF0711
 FF0711                         *CURRENT SURVEY CONTROL
 FF0711  ______________________________________________________________________
 FF0711* NAD 83(1997) POSITION- 35 29 42.64917(N) 090 42 29.54656(W)   ADJUSTED
 FF0711* NAD 83(1997) ELLIP HT-   110.839 (meters)        (09/14/99)   ADJUSTED
 FF0711* NAVD 88 ORTHO HEIGHT -   138.269 (meters)      453.64  (feet) ADJUSTED
 FF0711  ______________________________________________________________________
 FF0711  GEOID HEIGHT    -        -27.541 (meters)                     GEOID18
 FF0711  NAD 83(1997) X  -    -64,258.542 (meters)                     COMP
 FF0711  NAD 83(1997) Y  - -5,198,414.814 (meters)                     COMP
 FF0711  NAD 83(1997) Z  -  3,682,796.981 (meters)                     COMP
 FF0711  LAPLACE CORR    -         -0.43  (seconds)                    DEFLEC18
 FF0711  DYNAMIC HEIGHT  -        138.146 (meters)      453.23  (feet) COMP
 FF0711  MODELED GRAVITY -    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 and
 FF0711.adjusted by the NATIONAL GEODETIC SURVEY
 FF0711.in June 1991.
 FF0711
 FF0711.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0711.GEOID18 height accuracy estimate available here.
 FF0711
 FF0711.Click photographs - Photos may exist for this station.
 FF0711
 FF0711.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF0711
 FF0711.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF0711
 FF0711.The ellipsoidal height was determined by GPS observations
 FF0711.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV0788030373(NAD 83)
 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(1995)-  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             138.21   (m)          453.4    (f) LEVELING    3  
 FF0711  NGVD 29 (11/26/84)  138.213  (m)          453.45   (f) ADJUSTED    1 2
 FF0711
 FF0711.Superseded values are not recommended for survey control.
 FF0711
 FF0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0711.See file dsdata.pdf to determine how the superseded data were derived.
 FF0711
 FF0711_MARKER: DS = TRIANGULATION STATION DISK
 FF0711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0709 ***********************************************************************
 FF0709  DESIGNATION -  DEAD AZ MK
 FF0709  PID         -  FF0709
 FF0709  STATE/COUNTY-  AR/POINSETT
 FF0709  COUNTRY     -  US
 FF0709  USGS QUAD   -  CHERRY VALLEY EAST (2017)
 FF0709
 FF0709                         *CURRENT SURVEY CONTROL
 FF0709  ______________________________________________________________________
 FF0709* NAD 83(1986) POSITION- 35 29 53.     (N) 090 42 36.     (W)   SCALED
 FF0709* NAVD 88 ORTHO HEIGHT -   132.590 (meters)      435.01  (feet) ADJUSTED
 FF0709  ______________________________________________________________________
 FF0709  GEOID HEIGHT    -        -27.543 (meters)                     GEOID18
 FF0709  DYNAMIC HEIGHT  -        132.472 (meters)      434.62  (feet) COMP
 FF0709  MODELED GRAVITY -    979,743.1   (mgal)                       NAVD 88
 FF0709
 FF0709  VERT ORDER      -  FIRST     CLASS II
 FF0709
 FF0709.The horizontal coordinates were scaled from a map and have
 FF0709.an estimated accuracy of +/- 6 seconds.
 FF0709
 FF0709.The orthometric height was determined by differential leveling and
 FF0709.adjusted by the NATIONAL GEODETIC SURVEY
 FF0709.in June 1991.
 FF0709
 FF0709.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0709.GEOID18 height accuracy estimate available here.
 FF0709
 FF0709.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV077306(NAD 83)
 FF0709
 FF0709                          SUPERSEDED SURVEY CONTROL
 FF0709
 FF0709  NGVD 29 (11/26/84)  132.535  (m)          434.83   (f) ADJUSTED    1 2
 FF0709
 FF0709.Superseded values are not recommended for survey control.
 FF0709
 FF0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0709.See file dsdata.pdf to determine how the superseded data were derived.
 FF0709
 FF0709_MARKER: DZ = AZIMUTH MARK DISK
 FF0709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 MARK NOT FOUND   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 = MARCH 20, 2026 22:17:28 EDT
 FF0710 ***********************************************************************
 FF0710  DESIGNATION -  DEAD RM 1
 FF0710  PID         -  FF0710
 FF0710  STATE/COUNTY-  AR/POINSETT
 FF0710  COUNTRY     -  US
 FF0710  USGS QUAD   -  CHERRY VALLEY EAST (2017)
 FF0710
 FF0710                         *CURRENT SURVEY CONTROL
 FF0710  ______________________________________________________________________
 FF0710* NAD 83(1986) POSITION- 35 29 43.36   (N) 090 42 29.07   (W)   HD_HELD1
 FF0710* NAVD 88 ORTHO HEIGHT -   138.071 (meters)      452.99  (feet) ADJUSTED
 FF0710  ______________________________________________________________________
 FF0710  GEOID HEIGHT    -        -27.541 (meters)                     GEOID18
 FF0710  DYNAMIC HEIGHT  -        137.948 (meters)      452.58  (feet) COMP
 FF0710  MODELED GRAVITY -    979,742.4   (mgal)                       NAVD 88
 FF0710
 FF0710  VERT ORDER      -  FIRST     CLASS II
 FF0710
 FF0710.The horizontal coordinates were determined by differentially corrected
 FF0710.hand held GPS observations or other comparable positioning techniques
 FF0710.and have an estimated accuracy of +/- 3 meters.
 FF0710
 FF0710.The orthometric height was determined by differential leveling and
 FF0710.adjusted by the NATIONAL GEODETIC SURVEY
 FF0710.in June 1991.
 FF0710
 FF0710.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0710.GEOID18 height accuracy estimate available here.
 FF0710
 FF0710.Click photographs - Photos may exist for this station.
 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     -   129,687.7     517,211.6     MT  (+/- 3 meters HH1 GPS) 
 FF0710
 FF0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV0789130395(NAD 83)
 FF0710
 FF0710                          SUPERSEDED SURVEY CONTROL
 FF0710
 FF0710  NGVD 29 (11/26/84)  138.015  (m)          452.80   (f) ADJUSTED    1 2
 FF0710
 FF0710.Superseded values are not recommended for survey control.
 FF0710
 FF0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0710.See file dsdata.pdf to determine how the superseded data were derived.
 FF0710
 FF0710_MARKER: DR = REFERENCE MARK DISK
 FF0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 MARK NOT FOUND   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 = MARCH 20, 2026 22:17:28 EDT
 FF0712 ***********************************************************************
 FF0712  DESIGNATION -  DEAD RM 2
 FF0712  PID         -  FF0712
 FF0712  STATE/COUNTY-  AR/POINSETT
 FF0712  COUNTRY     -  US
 FF0712  USGS QUAD   -  CHERRY VALLEY EAST (2017)
 FF0712
 FF0712                         *CURRENT SURVEY CONTROL
 FF0712  ______________________________________________________________________
 FF0712* NAD 83(1986) POSITION- 35 29 42.18   (N) 090 42 28.62   (W)   HD_HELD1
 FF0712* NAVD 88 ORTHO HEIGHT -   137.914 (meters)      452.47  (feet) ADJUSTED
 FF0712  ______________________________________________________________________
 FF0712  GEOID HEIGHT    -        -27.541 (meters)                     GEOID18
 FF0712  DYNAMIC HEIGHT  -        137.791 (meters)      452.07  (feet) COMP
 FF0712  MODELED GRAVITY -    979,742.2   (mgal)                       NAVD 88
 FF0712
 FF0712  VERT ORDER      -  FIRST     CLASS II
 FF0712
 FF0712.The horizontal coordinates were determined by differentially corrected
 FF0712.hand held GPS observations or other comparable positioning techniques
 FF0712.and have an estimated accuracy of +/- 3 meters.
 FF0712
 FF0712.The orthometric height was determined by differential leveling and
 FF0712.adjusted by the NATIONAL GEODETIC SURVEY
 FF0712.in June 1991.
 FF0712
 FF0712.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0712.GEOID18 height accuracy estimate available here.
 FF0712
 FF0712.Click photographs - Photos may exist for this station.
 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     -   129,651.5     517,223.4     MT  (+/- 3 meters HH1 GPS) 
 FF0712
 FF0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV0790430359(NAD 83)
 FF0712
 FF0712                          SUPERSEDED SURVEY CONTROL
 FF0712
 FF0712  NGVD 29 (11/26/84)  137.858  (m)          452.29   (f) ADJUSTED    1 2
 FF0712
 FF0712.Superseded values are not recommended for survey control.
 FF0712
 FF0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0712.See file dsdata.pdf to determine how the superseded data were derived.
 FF0712
 FF0712_MARKER: DR = REFERENCE MARK DISK
 FF0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 GOOD             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.
 FF0712'
 FF0712'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 1 AND 14 IN
 FF0712'HARRISBURG.  GO SOUTH ON STATE HIGHWAY 1 FOR 7.01 KM (4.35 MI) TO A
 FF0712'GRAVELED ROAD ON THE LEFT THAT PASSES UNDER A RAILROAD.  TURN LEFT AND
 FF0712'GO EASTERLY ON THE GRAVELED ROAD PASSING UNDER THE RAILROAD FOR 2.45
 FF0712'KM (1.50 MI) TO A CROSSROAD AND THE STATION ON THE RIGHT.
 FF0712'
 FF0712'THE STATION IS LOCATED 24.9 M (81.7 FT) NORTHEAST FROM DEAD 1954, 7.7
 FF0712'M (25.3 FT) SOUTHWEST FROM THE CENTER OF THE MAIN TRAVELED GRAVELED
 FF0712'ROAD, 3.9 M (12.8 FT) NORTHEAST FROM THE CENTER OF A DRIVEWAY AND 0.3
 FF0712'M (1.0 FT) SOUTHWEST FROM A METAL WITNESS POST.  THE STATION PROJECTS
 FF0712'8-CM ABOVE THE GROUND.  DESCRIBED 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 = MARCH 20, 2026 22:17:28 EDT
 GG0938 ***********************************************************************
 GG0938  DESIGNATION -  DECAPORT
 GG0938  PID         -  GG0938
 GG0938  STATE/COUNTY-  AR/BENTON
 GG0938  COUNTRY     -  US
 GG0938  USGS QUAD   -  GENTRY (2017)
 GG0938
 GG0938                         *CURRENT SURVEY CONTROL
 GG0938  ______________________________________________________________________
 GG0938* NAD 83(1997) POSITION- 36 20 29.04292(N) 094 26 32.45367(W)   ADJUSTED
 GG0938* NAD 83(1997) ELLIP HT-   330.834 (meters)        (09/24/01)   ADJUSTED
 GG0938* NAVD 88 ORTHO HEIGHT -   359.0   (meters)     1178.    (feet) VERTCON3
 GG0938  ______________________________________________________________________
 GG0938  GEOID HEIGHT    -        -28.161 (meters)                     GEOID18
 GG0938  NAD 83(1997) X  -   -398,426.198 (meters)                     COMP
 GG0938  NAD 83(1997) Y  - -5,128,453.817 (meters)                     COMP
 GG0938  NAD 83(1997) Z  -  3,758,968.852 (meters)                     COMP
 GG0938  LAPLACE CORR    -          1.98  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0938.GEOID18 height accuracy estimate available here.
 GG0938
 GG0938.Click photographs - Photos may exist for this station.
 GG0938
 GG0938.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GG0938
 GG0938.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0938
 GG0938.The ellipsoidal height was determined by GPS observations
 GG0938.and is referenced to NAD 83.
 GG0938
 GG0938. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA7056322781(NAD 83)
 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)  330.749  (m)                       GP(       ) 4 1
 GG0938  NAD 83(1997)-  36 20 29.05026(N)    094 26 32.45621(W) AD(       ) 1
 GG0938  NAD 83(1993)-  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)  RAPSU86  model used  GPS OBS        
 GG0938
 GG0938.Superseded values are not recommended for survey control.
 GG0938
 GG0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0938.See file dsdata.pdf to determine how the superseded data were derived.
 GG0938
 GG0938_MARKER: I = METAL ROD
 GG0938_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 GG0939 ***********************************************************************
 GG0939  DESIGNATION -  DECAPORT AZ MK
 GG0939  PID         -  GG0939
 GG0939  STATE/COUNTY-  AR/BENTON
 GG0939  COUNTRY     -  US
 GG0939  USGS QUAD   -  GENTRY (2017)
 GG0939
 GG0939                         *CURRENT SURVEY CONTROL
 GG0939  ______________________________________________________________________
 GG0939* NAD 83(1997) POSITION- 36 20 48.92186(N) 094 26 57.94056(W)   ADJUSTED
 GG0939* NAD 83(1997) ELLIP HT-   323.984 (meters)        (09/24/01)   ADJUSTED
 GG0939* NAVD 88 ORTHO HEIGHT -   352.2   (meters)     1156.    (feet) VERTCON3
 GG0939  ______________________________________________________________________
 GG0939  GEOID HEIGHT    -        -28.170 (meters)                     GEOID18
 GG0939  NAD 83(1997) X  -   -399,031.286 (meters)                     COMP
 GG0939  NAD 83(1997) Y  - -5,128,036.989 (meters)                     COMP
 GG0939  NAD 83(1997) Z  -  3,759,458.365 (meters)                     COMP
 GG0939  LAPLACE CORR    -          2.06  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0939.GEOID18 height accuracy estimate available here.
 GG0939
 GG0939.Click photographs - Photos may exist for this station.
 GG0939
 GG0939.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GG0939
 GG0939.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0939
 GG0939.The ellipsoidal height was determined by GPS observations
 GG0939.and is referenced to NAD 83.
 GG0939
 GG0939. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA6993623403(NAD 83)
 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)  323.899  (m)                       GP(       ) 4 1
 GG0939  NAD 83(1997)-  36 20 48.92920(N)    094 26 57.94310(W) AD(       ) 1
 GG0939  NAD 83(1993)-  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)  RAPSU86  model used  GPS OBS        
 GG0939
 GG0939.Superseded values are not recommended for survey control.
 GG0939
 GG0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0939.See file dsdata.pdf to determine how the superseded data were derived.
 GG0939
 GG0939_MARKER: I = METAL ROD
 GG0939_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 GG0662 ***********************************************************************
 GG0662  DESIGNATION -  DECATUR
 GG0662  PID         -  GG0662
 GG0662  STATE/COUNTY-  AR/BENTON
 GG0662  COUNTRY     -  US
 GG0662  USGS QUAD   -  GENTRY (2017)
 GG0662
 GG0662                         *CURRENT SURVEY CONTROL
 GG0662  ______________________________________________________________________
 GG0662* NAD 83(1997) POSITION- 36 18 19.79324(N) 094 27 20.09605(W)   ADJUSTED
 GG0662* NAVD 88 ORTHO HEIGHT -   443.    (meters)     1453.    (feet) SCALED
 GG0662  ______________________________________________________________________
 GG0662  GEOID HEIGHT    -        -28.191 (meters)                     GEOID18
 GG0662  LAPLACE CORR    -          2.11  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0662.GEOID18 height accuracy estimate available here.
 GG0662
 GG0662.Click photographs - Photos may exist for this station.
 GG0662
 GG0662.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0662
 GG0662. The following values were computed from the NAD 83(1997) position.
 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  =   0.99988318
 GG0662!UTM  15      -   0.99993488  x   0.99981042  =   0.99974531
 GG0662
 GG0662:                Primary Azimuth Mark                     Grid Az
 GG0662:SPC AR N     -  DECATUR AZ MK                            071 46 43.7
 GG0662:SPC OK N     -  DECATUR AZ MK                            068 15 29.5
 GG0662:UTM  15      -  DECATUR AZ MK                            071 12 42.8
 GG0662
 GG0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA6931518816(NAD 83)
 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(1993)-  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
 GG0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0662.See file dsdata.pdf to determine how the superseded data were derived.
 GG0662
 GG0662_MARKER: DS = TRIANGULATION STATION DISK
 GG0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0662_STAMPING: DECATUR 1935
 GG0662_MARK LOGO: CGS
 GG0662_PROJECTION: PROJECTING 13 CENTIMETERS
 GG0662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0662+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0116 ***********************************************************************
 FF0116  DESIGNATION -  DECK
 FF0116  PID         -  FF0116
 FF0116  STATE/COUNTY-  AR/POINSETT
 FF0116  COUNTRY     -  US
 FF0116  USGS QUAD   -  TYRONZA (2017)
 FF0116
 FF0116                         *CURRENT SURVEY CONTROL
 FF0116  ______________________________________________________________________
 FF0116* NAD 83(1997) POSITION- 35 27 15.02341(N) 090 18 53.87796(W)   ADJUSTED
 FF0116* NAVD 88 ORTHO HEIGHT -    67.022 (meters)      219.89  (feet) ADJUSTED
 FF0116  ______________________________________________________________________
 FF0116  GEOID HEIGHT    -        -27.619 (meters)                     GEOID18
 FF0116  LAPLACE CORR    -          0.08  (seconds)                    DEFLEC18
 FF0116  DYNAMIC HEIGHT  -         66.963 (meters)      219.69  (feet) COMP
 FF0116  MODELED GRAVITY -    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 and
 FF0116.adjusted by the NATIONAL GEODETIC SURVEY
 FF0116.in June 1991.
 FF0116
 FF0116.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0116.GEOID18 height accuracy estimate available here.
 FF0116
 FF0116.Click photographs - Photos may exist for this station.
 FF0116
 FF0116.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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  =   1.00032564
 FF0116
 FF0116:                Primary Azimuth Mark                     Grid Az
 FF0116:SPC AR N     -  DECK AZ MK                               145 45 34.2
 FF0116:UTM  15      -  DECK AZ MK                               145 10 54.5
 FF0116
 FF0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV4368126724(NAD 83)
 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(1995)-  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              66.96   (m)          219.7    (f) LEVELING    3  
 FF0116  NGVD 29 (11/26/84)   66.962  (m)          219.69   (f) ADJUSTED    1 2
 FF0116
 FF0116.Superseded values are not recommended for survey control.
 FF0116
 FF0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0116.See file dsdata.pdf to determine how the superseded data were derived.
 FF0116
 FF0116_MARKER: DS = TRIANGULATION STATION DISK
 FF0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0116_STAMPING: DECK 1954
 FF0116_MARK LOGO: CGS
 FF0116_PROJECTION: FLUSH
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0120 ***********************************************************************
 FF0120  DESIGNATION -  DECK AZ MK
 FF0120  PID         -  FF0120
 FF0120  STATE/COUNTY-  AR/POINSETT
 FF0120  COUNTRY     -  US
 FF0120  USGS QUAD   -  TYRONZA (2017)
 FF0120
 FF0120                         *CURRENT SURVEY CONTROL
 FF0120  ______________________________________________________________________
 FF0120* NAD 83(1986) POSITION- 35 26 39.34   (N) 090 18 25.28   (W)   HD_HELD1
 FF0120* NAVD 88 ORTHO HEIGHT -    67.684 (meters)      222.06  (feet) ADJUSTED
 FF0120  ______________________________________________________________________
 FF0120  GEOID HEIGHT    -        -27.605 (meters)                     GEOID18
 FF0120  DYNAMIC HEIGHT  -         67.624 (meters)      221.86  (feet) COMP
 FF0120  MODELED GRAVITY -    979,752.6   (mgal)                       NAVD 88
 FF0120
 FF0120  VERT ORDER      -  FIRST     CLASS II
 FF0120
 FF0120.The horizontal coordinates were determined by differentially corrected
 FF0120.hand held GPS observations or other comparable positioning techniques
 FF0120.and have an estimated accuracy of +/- 3 meters.
 FF0120
 FF0120.The orthometric height was determined by differential leveling and
 FF0120.adjusted by the NATIONAL GEODETIC SURVEY
 FF0120.in June 1991.
 FF0120
 FF0120.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0120.GEOID18 height accuracy estimate available here.
 FF0120
 FF0120.Click photographs - Photos may exist for this station.
 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     -   124,569.1     553,691.9     MT  (+/- 3 meters HH1 GPS) 
 FF0120
 FF0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV4443225644(NAD 83)
 FF0120
 FF0120                          SUPERSEDED SURVEY CONTROL
 FF0120
 FF0120  NGVD 29 (11/26/84)   67.624  (m)          221.86   (f) ADJUSTED    1 2
 FF0120
 FF0120.Superseded values are not recommended for survey control.
 FF0120
 FF0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0120.See file dsdata.pdf to determine how the superseded data were derived.
 FF0120
 FF0120_MARKER: DZ = AZIMUTH MARK DISK
 FF0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0120_STAMPING: DECK 1954
 FF0120_MARK LOGO: CGS
 FF0120_PROJECTION: PROJECTING 8 CENTIMETERS
 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
 FF0120'4.55 MILES SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 FF0120'THE STATION AT TYRONZA, ACROSS TRACK AND U.S. HIGHWAY 63 FROM A POINT
 FF0120'BETWEEN MILEAGE TELEPHONE POLES NO. 456/13 AND 456/14, AT CROSSING OF
 FF0120'THE TRACK AND A GRAVEL ROAD LEADING EAST, 68 1/2 FEET SOUTHWEST OF
 FF0120'CENTERLINE OF HIGHWAY 63, 72 1/2 FEET WEST-SOUTHWEST OF CENTER OF
 FF0120'JUNCTION OF HIGHWAY AND GRAVEL ROAD EAST, 3 FEET NORTH OF A POWER POLE
 FF0120'ON A BRANCH LINE NORTHEAST, 10 1/2 FEET NORTHWEST OF A HIGHWAY R/W
 FF0120'MARKER, 3 1/2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 2
 FF0120'FEET BELOW LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 FF0120'PROJECTING 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 = MARCH 20, 2026 22:17:28 EDT
 FF0118 ***********************************************************************
 FF0118  DESIGNATION -  DECK RM 1
 FF0118  PID         -  FF0118
 FF0118  STATE/COUNTY-  AR/POINSETT
 FF0118  COUNTRY     -  US
 FF0118  USGS QUAD   -  TYRONZA (2017)
 FF0118
 FF0118                         *CURRENT SURVEY CONTROL
 FF0118  ______________________________________________________________________
 FF0118* NAD 83(1986) POSITION- 35 27 14.41   (N) 090 18 53.17   (W)   HD_HELD1
 FF0118* NAVD 88 ORTHO HEIGHT -    67.032 (meters)      219.92  (feet) ADJUSTED
 FF0118  ______________________________________________________________________
 FF0118  GEOID HEIGHT    -        -27.619 (meters)                     GEOID18
 FF0118  DYNAMIC HEIGHT  -         66.972 (meters)      219.72  (feet) COMP
 FF0118  MODELED GRAVITY -    979,753.1   (mgal)                       NAVD 88
 FF0118
 FF0118  VERT ORDER      -  FIRST     CLASS II
 FF0118
 FF0118.The horizontal coordinates were determined by differentially corrected
 FF0118.hand held GPS observations or other comparable positioning techniques
 FF0118.and have an estimated accuracy of +/- 3 meters.
 FF0118
 FF0118.The orthometric height was determined by differential leveling and
 FF0118.adjusted by the NATIONAL GEODETIC SURVEY
 FF0118.in June 1991.
 FF0118
 FF0118.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0118.GEOID18 height accuracy estimate available here.
 FF0118
 FF0118.Click photographs - Photos may exist for this station.
 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     -   125,637.6     552,970.2     MT  (+/- 3 meters HH1 GPS) 
 FF0118
 FF0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV4370026706(NAD 83)
 FF0118
 FF0118                          SUPERSEDED SURVEY CONTROL
 FF0118
 FF0118  NGVD 29 (11/26/84)   66.972  (m)          219.72   (f) ADJUSTED    1 2
 FF0118
 FF0118.Superseded values are not recommended for survey control.
 FF0118
 FF0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0118.See file dsdata.pdf to determine how the superseded data were derived.
 FF0118
 FF0118_MARKER: DR = REFERENCE MARK DISK
 FF0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0118_STAMPING: DECK NO 1 1954
 FF0118_MARK LOGO: CGS
 FF0118_PROJECTION: FLUSH
 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
 FF0118'3.75 MILES SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 FF0118'THE STATION AT TYRONZA, ACROSS THE TRACK AND U.S. HIGHWAY 63 FROM
 FF0118'POINT BETWEEN MILEAGE TELEPHONE POLES NO. 455/21 AND 455/22, 55 1/2
 FF0118'FEET SOUTHWEST OF CENTERLINE OF HIGHWAY 63, 85 1/2 FEET EAST OF
 FF0118'SOUTHEAST CORNER OF A FRAME CHURCH BUILDING, 86 FEET SOUTHEAST OF THE
 FF0118'STATION MARK, 48 FEET SOUTH-SOUTHEAST OF SOUTHEAST END OF AN 18-INCH
 FF0118'CORRUGATED PIPE CULVERT UNDER DRIVE TO CHURCH AND A GROUP OF FARM
 FF0118'HOUSES, 103 FEET SOUTH-SOUTHWEST AND ACROSS HIGHWAY FROM TELEPHONE
 FF0118'POLE NO. 2995, 1 FOOT NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT
 FF0118'2 FEET BELOW LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 FF0118'ABOUT FLUSH WITH 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 = MARCH 20, 2026 22:17:28 EDT
 FF0117 ***********************************************************************
 FF0117  DESIGNATION -  DECK RM 2
 FF0117  PID         -  FF0117
 FF0117  STATE/COUNTY-  AR/POINSETT
 FF0117  COUNTRY     -  US
 FF0117  USGS QUAD   -  TYRONZA (2017)
 FF0117
 FF0117                         *CURRENT SURVEY CONTROL
 FF0117  ______________________________________________________________________
 FF0117* NAD 83(1986) POSITION- 35 27 14.65   (N) 090 18 54.84   (W)   HD_HELD1
 FF0117* NAVD 88 ORTHO HEIGHT -    66.996 (meters)      219.80  (feet) ADJUSTED
 FF0117  ______________________________________________________________________
 FF0117  GEOID HEIGHT    -        -27.619 (meters)                     GEOID18
 FF0117  DYNAMIC HEIGHT  -         66.937 (meters)      219.61  (feet) COMP
 FF0117  MODELED GRAVITY -    979,753.1   (mgal)                       NAVD 88
 FF0117
 FF0117  VERT ORDER      -  FIRST     CLASS II
 FF0117
 FF0117.The horizontal coordinates were determined by differentially corrected
 FF0117.hand held GPS observations or other comparable positioning techniques
 FF0117.and have an estimated accuracy of +/- 3 meters.
 FF0117
 FF0117.The orthometric height was determined by differential leveling and
 FF0117.adjusted by the NATIONAL GEODETIC SURVEY
 FF0117.in June 1991.
 FF0117
 FF0117.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0117.GEOID18 height accuracy estimate available here.
 FF0117
 FF0117.Click photographs - Photos may exist for this station.
 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     -   125,644.3     552,928.0     MT  (+/- 3 meters HH1 GPS) 
 FF0117
 FF0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV4365726712(NAD 83)
 FF0117
 FF0117                          SUPERSEDED SURVEY CONTROL
 FF0117
 FF0117  NGVD 29 (11/26/84)   66.936  (m)          219.61   (f) ADJUSTED    1 2
 FF0117
 FF0117.Superseded values are not recommended for survey control.
 FF0117
 FF0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0117.See file dsdata.pdf to determine how the superseded data were derived.
 FF0117
 FF0117_MARKER: DR = REFERENCE MARK DISK
 FF0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0117_STAMPING: DECK NO 2 1954
 FF0117_MARK LOGO: CGS
 FF0117_PROJECTION: FLUSH
 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
 FF0117'3.75 MILES SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 FF0117'THE STATION AT TYRONZA, ACROSS TRACK AND U.S. HIGHWAY 63 FROM MILEAGE
 FF0117'POLE NO. 455/21, 159 FEET SOUTHWEST OF CENTERLINE OF HIGHWAY, 6 1/2
 FF0117'FEET NORTHWEST OF NORTHWEST CORNER OF A FRAME CHURCH BUILDING, 88.6
 FF0117'FEET SOUTHWEST OF STATION MARK, 46 FEET SOUTH-SOUTHWEST OF A SMALL
 FF0117'POWER POLE, 20 FEET SOUTHEAST OF A TWIN 12-INCH OAK TREE, ABOUT 2 1/2
 FF0117'FEET BELOW LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 FF0117'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 = MARCH 20, 2026 22:17:28 EDT
 EJ1912 ***********************************************************************
 EJ1912  DESIGNATION -  DECKARD
 EJ1912  PID         -  EJ1912
 EJ1912  STATE/COUNTY-  AR/PERRY
 EJ1912  COUNTRY     -  US
 EJ1912  USGS QUAD   -  NIMROD SW (2017)
 EJ1912
 EJ1912                         *CURRENT SURVEY CONTROL
 EJ1912  ______________________________________________________________________
 EJ1912* NAD 83(1997) POSITION- 34 47 11.01808(N) 093 07 53.22315(W)   ADJUSTED
 EJ1912* NAVD 88 ORTHO HEIGHT -   552.4   (meters)     1812.    (feet) VERTCON3
 EJ1912  ______________________________________________________________________
 EJ1912  GEOID HEIGHT    -        -28.189 (meters)                     GEOID18
 EJ1912  LAPLACE CORR    -          2.25  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1912.GEOID18 height accuracy estimate available here.
 EJ1912
 EJ1912.Click photographs - Photos may exist for this station.
 EJ1912
 EJ1912.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1912
 EJ1912. The following values were computed from the NAD 83(1997) position.
 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     -   0.99991772  x   1.00003213  =   0.99994984
 EJ1912!SPC AR S     -   0.99991772  x   1.00000446  =   0.99992218
 EJ1912!UTM  15      -   0.99991772  x   0.99960178  =   0.99951953
 EJ1912
 EJ1912:                Primary Azimuth Mark                     Grid Az
 EJ1912:SPC AR N     -  OUACHITA                                 234 53 54.0
 EJ1912:SPC AR S     -  OUACHITA                                 234 52 23.5
 EJ1912:UTM  15      -  OUACHITA                                 234 18 53.8
 EJ1912
 EJ1912_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU8797349363(NAD 83)
 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
 EJ1912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1912.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1912
 EJ1912_MARKER: DS = TRIANGULATION STATION DISK
 EJ1912_SETTING: 80 = SET IN A BOULDER
 EJ1912_STAMPING: DECKARD 1956
 EJ1912_MARK LOGO: CGS
 EJ1912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1912+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2914 ***********************************************************************
 EH2914  DESIGNATION -  DEEP ELM
 EH2914  PID         -  EH2914
 EH2914  STATE/COUNTY-  AR/MONROE
 EH2914  COUNTRY     -  US
 EH2914  USGS QUAD   -  HOLLY GROVE (2017)
 EH2914
 EH2914                         *CURRENT SURVEY CONTROL
 EH2914  ______________________________________________________________________
 EH2914* NAD 83(1997) POSITION- 34 32 21.17828(N) 091 10 29.11512(W)   ADJUSTED
 EH2914* NAVD 88 ORTHO HEIGHT -    51.30  (+/-2cm)      168.3   (feet) VERTCON3
 EH2914  ______________________________________________________________________
 EH2914  GEOID HEIGHT    -        -26.780 (meters)                     GEOID18
 EH2914  LAPLACE CORR    -         -0.48  (seconds)                    DEFLEC18
 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
 EH2914.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2914.GEOID18 height accuracy estimate available here.
 EH2914
 EH2914.The vertical order pertains to the NGVD 29 superseded value.
 EH2914
 EH2914.Click photographs - Photos may exist for this station.
 EH2914
 EH2914.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2914
 EH2914. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999615  x   0.99995718  =   0.99995333
 EH2914!UTM  15      -   0.99999615  x   0.99994580  =   0.99994195
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU6749523458(NAD 83)
 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              51.33   (m)          168.4    (f) LEVELING    3  
 EH2914
 EH2914.Superseded values are not recommended for survey control.
 EH2914
 EH2914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2914.See file dsdata.pdf to determine how the superseded data were derived.
 EH2914
 EH2914_MARKER: DS = TRIANGULATION STATION DISK
 EH2914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2914_STAMPING: DEEP ELM 1965
 EH2914_MARK LOGO: CGS
 EH2914_PROJECTION: FLUSH
 EH2914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2914+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0826 ***********************************************************************
 FG0826  DESIGNATION -  DEER
 FG0826  PID         -  FG0826
 FG0826  STATE/COUNTY-  AR/NEWTON
 FG0826  COUNTRY     -  US
 FG0826  USGS QUAD   -  DEER (2017)
 FG0826
 FG0826                         *CURRENT SURVEY CONTROL
 FG0826  ______________________________________________________________________
 FG0826* NAD 83(1997) POSITION- 35 49 34.81694(N) 093 12 32.65677(W)   ADJUSTED
 FG0826* NAVD 88 ORTHO HEIGHT -   716.748 (meters)     2351.53  (feet) ADJUSTED
 FG0826  ______________________________________________________________________
 FG0826  GEOID HEIGHT    -        -28.034 (meters)                     GEOID18
 FG0826  LAPLACE CORR    -         -0.98  (seconds)                    DEFLEC18
 FG0826  DYNAMIC HEIGHT  -        716.039 (meters)     2349.20  (feet) COMP
 FG0826  MODELED GRAVITY -    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 and
 FG0826.adjusted by the NATIONAL GEODETIC SURVEY
 FG0826.in June 1991.
 FG0826
 FG0826.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0826.GEOID18 height accuracy estimate available here.
 FG0826
 FG0826.Click photographs - Photos may exist for this station.
 FG0826
 FG0826.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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     -   0.99989192  x   0.99994483  =   0.99983675
 FG0826!UTM  15      -   0.99989192  x   0.99960439  =   0.99949635
 FG0826
 FG0826:                Primary Azimuth Mark                     Grid Az
 FG0826:SPC AR N     -  COMPTON RESET                            338 08 59.2
 FG0826:UTM  15      -  COMPTON RESET                            337 34 07.0
 FG0826
 FG0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV8111564707(NAD 83)
 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  NGVD 29             716.65   (m)         2351.2    (f) LEVELING    3  
 FG0826
 FG0826.Superseded values are not recommended for survey control.
 FG0826
 FG0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0826.See file dsdata.pdf to determine how the superseded data were derived.
 FG0826
 FG0826_MARKER: DS = TRIANGULATION STATION DISK
 FG0826_SETTING: 80 = SET IN A BOULDER
 FG0826_STAMPING: DEER 1928
 FG0826_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0825 ***********************************************************************
 FG0825  DESIGNATION -  DEER RM 1
 FG0825  PID         -  FG0825
 FG0825  STATE/COUNTY-  AR/NEWTON
 FG0825  COUNTRY     -  US
 FG0825  USGS QUAD   -  DEER (2017)
 FG0825
 FG0825                         *CURRENT SURVEY CONTROL
 FG0825  ______________________________________________________________________
 FG0825* NAD 83(1986) POSITION- 35 49 39.26   (N) 093 12 32.44   (W)   HD_HELD1
 FG0825* NAVD 88 ORTHO HEIGHT -   716.954 (meters)     2352.21  (feet) ADJUSTED
 FG0825  ______________________________________________________________________
 FG0825  GEOID HEIGHT    -        -28.033 (meters)                     GEOID18
 FG0825  DYNAMIC HEIGHT  -        716.244 (meters)     2349.88  (feet) COMP
 FG0825  MODELED GRAVITY -    979,618.7   (mgal)                       NAVD 88
 FG0825
 FG0825  VERT ORDER      -  SECOND    CLASS 0
 FG0825
 FG0825.The horizontal coordinates were determined by differentially corrected
 FG0825.hand held GPS observations or other comparable positioning techniques
 FG0825.and have an estimated accuracy of +/- 3 meters.
 FG0825
 FG0825.The orthometric height was determined by differential leveling and
 FG0825.adjusted by the NATIONAL GEODETIC SURVEY
 FG0825.in June 1991.
 FG0825
 FG0825.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0825.GEOID18 height accuracy estimate available here.
 FG0825
 FG0825.Click photographs - Photos may exist for this station.
 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     -   166,445.0     290,763.1     MT  (+/- 3 meters HH1 GPS) 
 FG0825
 FG0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV8112164844(NAD 83)
 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
 FG0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0825.See file dsdata.pdf to determine how the superseded data were derived.
 FG0825
 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             CGS
 FG0825  HISTORY     - 20050519 MARK NOT FOUND   ARHD
 FG0825
 FG0825                          STATION DESCRIPTION
 FG0825
 FG0825'DESCRIBED BY COAST AND 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 DEPARTMENT OF TRANSPORTATION 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 = MARCH 20, 2026 22:17:28 EDT
 FG1801 ***********************************************************************
 FG1801  DESIGNATION -  DEER RM 4
 FG1801  PID         -  FG1801
 FG1801  STATE/COUNTY-  AR/NEWTON
 FG1801  COUNTRY     -  US
 FG1801  USGS QUAD   -  DEER (2017)
 FG1801
 FG1801                         *CURRENT SURVEY CONTROL
 FG1801  ______________________________________________________________________
 FG1801* NAD 83(1997) POSITION- 35 49 34.26873(N) 093 12 31.83358(W)   ADJUSTED
 FG1801* NAVD 88 ORTHO HEIGHT -   717.1   (meters)     2353.    (feet) VERTCON3
 FG1801  ______________________________________________________________________
 FG1801  GEOID HEIGHT    -        -28.034 (meters)                     GEOID18
 FG1801  LAPLACE CORR    -         -1.01  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1801.GEOID18 height accuracy estimate available here.
 FG1801
 FG1801.Click photographs - Photos may exist for this station.
 FG1801
 FG1801.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1801
 FG1801. The following values were computed from the NAD 83(1997) position.
 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  =   0.99983669
 FG1801!UTM  15      -   0.99989186  x   0.99960438  =   0.99949628
 FG1801
 FG1801:                Primary Azimuth Mark                     Grid Az
 FG1801:SPC AR N     -  DEER AZ MK RESET                         247 24 52.2
 FG1801:UTM  15      -  DEER AZ MK RESET                         246 50 00.0
 FG1801
 FG1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV8113664690(NAD 83)
 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
 FG1801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1801.See file dsdata.pdf to determine how the superseded data were derived.
 FG1801
 FG1801_MARKER: DR = REFERENCE MARK DISK
 FG1801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1801_STAMPING: DEER NO 4 1928
 FG1801_MARK LOGO: CGS
 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 POST
 FG1801'OFFICE IN DEER, IN THE NORTHEAST 1/4 SECTION OF SECTION 33, R21W,
 FG1801'T14N, 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.  THE
 FG1801'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 CORNER
 FG1801'OF AN OLD HOUSE TYPE BUILDING AND 17 FEET NORTHEAST OF THE NORTHWEST
 FG1801'CORNER OF THE HOUSE TYPE BUILDING. (THERE IS NO 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 THE
 FG1801'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 OF
 FG1801'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 CENTER
 FG1801'OF A SURFACED ROAD.
 FG1801'
 FG1801'THE UNDERGROUND MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN A
 FG1801'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 INCHES
 FG1801'ABOVE THE GROUND SURFACE.  IT IS 105 FEET SOUTHWEST OF THE CENTER OF A
 FG1801'CATTLE GUARD IN DRIVEWAY, 40 FEET NORTHWEST OF CENTER OF STATE HIGHWAY
 FG1801'16, 1.5 FEET NORTHEAST OF A METAL WITNESS POST AND 1 FOOT SOUTHEAST OF
 FG1801'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 THE RIGHT.
 FG1801'
 FG1801'HEIGHT OF LIGHT ABOVE STATION MARK 28.4 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1984 ***********************************************************************
 EJ1984  DESIGNATION -  DEGRAY
 EJ1984  PID         -  EJ1984
 EJ1984  STATE/COUNTY-  AR/CLARK
 EJ1984  COUNTRY     -  US
 EJ1984  USGS QUAD   -  DE GRAY (2017)
 EJ1984
 EJ1984                         *CURRENT SURVEY CONTROL
 EJ1984  ______________________________________________________________________
 EJ1984* NAD 83(1997) POSITION- 34 08 37.52948(N) 093 10 12.97898(W)   ADJUSTED
 EJ1984* NAVD 88 ORTHO HEIGHT -   135.2   (meters)      444.    (feet) VERTCON3
 EJ1984  ______________________________________________________________________
 EJ1984  GEOID HEIGHT    -        -26.945 (meters)                     GEOID18
 EJ1984  LAPLACE CORR    -          1.67  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1984.GEOID18 height accuracy estimate available here.
 EJ1984
 EJ1984.Click photographs - Photos may exist for this station.
 EJ1984
 EJ1984.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1984
 EJ1984. The following values were computed from the NAD 83(1997) position.
 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  =   0.99958605
 EJ1984
 EJ1984:                Primary Azimuth Mark                     Grid Az
 EJ1984:SPC AR S     -  DEGRAY AZ MK                             262 21 17.7
 EJ1984:UTM  15      -  DEGRAY AZ MK                             261 47 43.7
 EJ1984
 EJ1984_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT8430278108(NAD 83)
 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
 EJ1984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1984.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1984
 EJ1984_MARKER: DS = TRIANGULATION STATION DISK
 EJ1984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1984_STAMPING: DEGRAY 1957
 EJ1984_MARK LOGO: CGS
 EJ1984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1984+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GE1033 ***********************************************************************
 GE1033  DESIGNATION -  DELAPLAINE
 GE1033  PID         -  GE1033
 GE1033  STATE/COUNTY-  AR/GREENE
 GE1033  COUNTRY     -  US
 GE1033  USGS QUAD   -  DELAPLAINE (2017)
 GE1033
 GE1033                         *CURRENT SURVEY CONTROL
 GE1033  ______________________________________________________________________
 GE1033* NAD 83(1997) POSITION- 36 13 47.99677(N) 090 41 54.31130(W)   ADJUSTED
 GE1033* NAVD 88 ORTHO HEIGHT -    89.    (meters)      292.    (feet) SCALED
 GE1033  ______________________________________________________________________
 GE1033  GEOID HEIGHT    -        -28.396 (meters)                     GEOID18
 GE1033  LAPLACE CORR    -         -0.51  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE1033.GEOID18 height accuracy estimate available here.
 GE1033
 GE1033.Click photographs - Photos may exist for this station.
 GE1033
 GE1033.The Laplace correction was computed from DEFLEC18 derived deflections.
 GE1033
 GE1033. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999048  x   0.99999934  =   0.99998982
 GE1033!UTM  15      -   0.99999048  x   1.00012721  =   1.00011769
 GE1033
 GE1033:                Primary Azimuth Mark                     Grid Az
 GE1033:SPC AR N     -  DELAPLAINE AZ MK                         199 04 35.3
 GE1033:UTM  15      -  DELAPLAINE AZ MK                         198 28 23.1
 GE1033
 GE1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA0684811915(NAD 83)
 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
 GE1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1033.See file dsdata.pdf to determine how the superseded data were derived.
 GE1033
 GE1033_MARKER: DS = TRIANGULATION STATION DISK
 GE1033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE1033_STAMPING: DELAPLAINE 1955
 GE1033_MARK LOGO: CGS
 GE1033_PROJECTION: FLUSH
 GE1033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE1033+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1989 ***********************************************************************
 EJ1989  DESIGNATION -  DELIGHT
 EJ1989  PID         -  EJ1989
 EJ1989  STATE/COUNTY-  AR/PIKE
 EJ1989  COUNTRY     -  US
 EJ1989  USGS QUAD   -  ANTOINE (2017)
 EJ1989
 EJ1989                         *CURRENT SURVEY CONTROL
 EJ1989  ______________________________________________________________________
 EJ1989* NAD 83(1997) POSITION- 34 00 53.96244(N) 093 29 09.61717(W)   ADJUSTED
 EJ1989* NAVD 88 ORTHO HEIGHT -   136.9   (meters)      449.    (feet) VERTCON3
 EJ1989  ______________________________________________________________________
 EJ1989  GEOID HEIGHT    -        -27.090 (meters)                     GEOID18
 EJ1989  LAPLACE CORR    -          1.00  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1989.GEOID18 height accuracy estimate available here.
 EJ1989
 EJ1989.Click photographs - Photos may exist for this station.
 EJ1989
 EJ1989.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1989
 EJ1989. The following values were computed from the NAD 83(1997) position.
 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  =   0.99990129
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT5512663924(NAD 83)
 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(1993)-  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
 EJ1989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1989.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1989
 EJ1989_MARKER: DS = TRIANGULATION STATION DISK
 EJ1989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1989_STAMPING: DELIGHT 1957
 EJ1989_MARK LOGO: CGS
 EJ1989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1989+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1894 ***********************************************************************
 FF1894  DESIGNATION -  DELL COMPRESS CO WATER TANK
 FF1894  PID         -  FF1894
 FF1894  STATE/COUNTY-  AR/MISSISSIPPI
 FF1894  COUNTRY     -  US
 FF1894  USGS QUAD   -  DELL (2017)
 FF1894
 FF1894                         *CURRENT SURVEY CONTROL
 FF1894  ______________________________________________________________________
 FF1894* NAD 83(1997) POSITION- 35 51 35.97206(N) 090 02 11.16772(W)   ADJUSTED
 FF1894  ______________________________________________________________________
 FF1894  GEOID HEIGHT    -        -27.960 (meters)                     GEOID18
 FF1894  LAPLACE CORR    -          0.18  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1894.GEOID18 height accuracy estimate available here.
 FF1894
 FF1894.Click photographs - Photos may exist for this station.
 FF1894
 FF1894.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1894
 FF1894. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6760872476(NAD 83)
 FF1894
 FF1894                          SUPERSEDED SURVEY CONTROL
 FF1894
 FF1894  NAD 83(1995)-  35 51 35.97555(N)    090 02 11.16918(W) AD(       ) 3
 FF1894  NAD 83(1986)-  35 51 35.98424(N)    090 02 11.16696(W) AD(       ) 3
 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
 FF1894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1894.See file dsdata.pdf to determine how the superseded data were derived.
 FF1894
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1491 ***********************************************************************
 DL1491  DESIGNATION -  DELTA
 DL1491  PID         -  DL1491
 DL1491  STATE/COUNTY-  AR/COLUMBIA
 DL1491  COUNTRY     -  US
 DL1491  USGS QUAD   -  LAMARTINE (2017)
 DL1491
 DL1491                         *CURRENT SURVEY CONTROL
 DL1491  ______________________________________________________________________
 DL1491* NAD 83(1997) POSITION- 33 26 12.41882(N) 093 16 58.53767(W)   ADJUSTED
 DL1491* NAVD 88 ORTHO HEIGHT -   124.    (meters)      407.    (feet) SCALED
 DL1491  ______________________________________________________________________
 DL1491  GEOID HEIGHT    -        -26.590 (meters)                     GEOID18
 DL1491  LAPLACE CORR    -          1.45  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1491.GEOID18 height accuracy estimate available here.
 DL1491
 DL1491.Click photographs - Photos may exist for this station.
 DL1491
 DL1491.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1491
 DL1491. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 DL1491:SPC AR S     -  DELTA AZ MK                              186 57 51.8
 DL1491:UTM  15      -  DELTA AZ MK                              186 24 08.0
 DL1491
 DL1491_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS7370199746(NAD 83)
 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(1993)-  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
 DL1491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1491.See file dsdata.pdf to determine how the superseded data were derived.
 DL1491
 DL1491_MARKER: DS = TRIANGULATION STATION DISK
 DL1491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1491_STAMPING: DELTA 1950
 DL1491_MARK LOGO: CGS
 DL1491_PROJECTION: FLUSH
 DL1491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1491+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FH0931 ***********************************************************************
 FH0931  DESIGNATION -  DENNIS
 FH0931  PID         -  FH0931
 FH0931  STATE/COUNTY-  AR/WASHINGTON
 FH0931  COUNTRY     -  US
 FH0931  USGS QUAD   -  BRENTWOOD (2017)
 FH0931
 FH0931                         *CURRENT SURVEY CONTROL
 FH0931  ______________________________________________________________________
 FH0931* NAD 83(1997) POSITION- 35 48 47.59577(N) 094 01 34.19270(W)   ADJUSTED
 FH0931* NAVD 88 ORTHO HEIGHT -   708.1   (meters)     2323.    (feet) VERTCON3
 FH0931  ______________________________________________________________________
 FH0931  GEOID HEIGHT    -        -28.080 (meters)                     GEOID18
 FH0931  LAPLACE CORR    -          1.39  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0931.GEOID18 height accuracy estimate available here.
 FH0931
 FH0931.Click photographs - Photos may exist for this station.
 FH0931
 FH0931.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH0931
 FH0931. The following values were computed from the NAD 83(1997) position.
 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     -   0.99989329  x   0.99994389  =   0.99983718
 FH0931!UTM  15      -   0.99989329  x   0.99970590  =   0.99959922
 FH0931
 FH0931:                Primary Azimuth Mark                     Grid Az
 FH0931:SPC AR N     -  DENNIS AZ MK                             111 22 16.6
 FH0931:UTM  15      -  DENNIS AZ MK                             110 47 33.9
 FH0931
 FH0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV0729563718(NAD 83)
 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(1993)-  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
 FH0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0931.See file dsdata.pdf to determine how the superseded data were derived.
 FH0931
 FH0931_MARKER: DS = TRIANGULATION STATION DISK
 FH0931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0931_STAMPING: DENNIS 1971
 FH0931_MARK LOGO: CGS
 FH0931_PROJECTION: RECESSED 46 CENTIMETERS
 FH0931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0931+STABILITY: SURFACE MOTION
 FH0931
 FH0931  HISTORY     - Date     Condition        Report By
 FH0931  HISTORY     - 1971     MONUMENTED       NGS
 FH0931  HISTORY     - 20100402 MARK NOT FOUND   INDIV
 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.
 FH0931
 FH0931                          STATION RECOVERY (2010)
 FH0931
 FH0931'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (ESI)
 FH0931'FOUND RM MARK 1 AND RM MARK 2 IN GOOD CONDITION. STATION NOT FOUND
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GE0856 ***********************************************************************
 GE0856  DESIGNATION -  DENTON
 GE0856  PID         -  GE0856
 GE0856  STATE/COUNTY-  AR/LAWRENCE
 GE0856  COUNTRY     -  US
 GE0856  USGS QUAD   -  EATON (2017)
 GE0856
 GE0856                         *CURRENT SURVEY CONTROL
 GE0856  ______________________________________________________________________
 GE0856* NAD 83(1997) POSITION- 36 04 00.55671(N) 091 10 44.38848(W)   ADJUSTED
 GE0856* NAVD 88 ORTHO HEIGHT -    89.    (meters)      292.    (feet) SCALED
 GE0856  ______________________________________________________________________
 GE0856  GEOID HEIGHT    -        -28.165 (meters)                     GEOID18
 GE0856  LAPLACE CORR    -          0.67  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0856.GEOID18 height accuracy estimate available here.
 GE0856
 GE0856.Click photographs - Photos may exist for this station.
 GE0856
 GE0856.The Laplace correction was computed from DEFLEC18 derived deflections.
 GE0856
 GE0856. The following values were computed from the NAD 83(1997) position.
 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     -  DENTON AZ MK                             100 29 00.0
 GE0856:UTM  15      -  DENTON AZ MK                             099 53 19.6
 GE0856
 GE0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV6399292894(NAD 83)
 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
 GE0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0856.See file dsdata.pdf to determine how the superseded data were derived.
 GE0856
 GE0856_MARKER: DS = TRIANGULATION STATION DISK
 GE0856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0856_STAMPING: DENTON 1953
 GE0856_MARK LOGO: CGS
 GE0856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0856+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0824 ***********************************************************************
 GF0824  DESIGNATION -  DENVER
 GF0824  PID         -  GF0824
 GF0824  STATE/COUNTY-  AR/BOONE
 GF0824  COUNTRY     -  US
 GF0824  USGS QUAD   -  DENVER (2017)
 GF0824
 GF0824                         *CURRENT SURVEY CONTROL
 GF0824  ______________________________________________________________________
 GF0824* NAD 83(1997) POSITION- 36 23 19.77666(N) 093 16 37.02152(W)   ADJUSTED
 GF0824* NAVD 88 ORTHO HEIGHT -   180.    (meters)      591.    (feet) SCALED
 GF0824  ______________________________________________________________________
 GF0824  GEOID HEIGHT    -        -28.375 (meters)                     GEOID18
 GF0824  LAPLACE CORR    -          0.58  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0824.GEOID18 height accuracy estimate available here.
 GF0824
 GF0824.Click photographs - Photos may exist for this station.
 GF0824
 GF0824.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0824
 GF0824. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA7516227112(NAD 83)
 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(1993)-  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
 GF0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0824.See file dsdata.pdf to determine how the superseded data were derived.
 GF0824
 GF0824_MARKER: DS = TRIANGULATION STATION DISK
 GF0824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0824_STAMPING: DENVER 1961
 GF0824_MARK LOGO: CGS
 GF0824_PROJECTION: PROJECTING 15 CENTIMETERS
 GF0824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0824+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0826 ***********************************************************************
 GF0826  DESIGNATION -  DENVER 2
 GF0826  PID         -  GF0826
 GF0826  STATE/COUNTY-  AR/BOONE
 GF0826  COUNTRY     -  US
 GF0826  USGS QUAD   -  DENVER (2017)
 GF0826
 GF0826                         *CURRENT SURVEY CONTROL
 GF0826  ______________________________________________________________________
 GF0826* NAD 83(1997) POSITION- 36 23 19.95437(N) 093 16 37.02779(W)   NO CHECK
 GF0826* NAVD 88 ORTHO HEIGHT -   180.    (meters)      591.    (feet) SCALED
 GF0826  ______________________________________________________________________
 GF0826  GEOID HEIGHT    -        -28.375 (meters)                     GEOID18
 GF0826  LAPLACE CORR    -          0.58  (seconds)                    DEFLEC18
 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
 GF0826.No horizontal observational check was made to the station.
 GF0826
 GF0826.The orthometric height was scaled from a topographic map.
 GF0826
 GF0826.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0826.GEOID18 height accuracy estimate available here.
 GF0826
 GF0826.Click photographs - Photos may exist for this station.
 GF0826
 GF0826.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0826
 GF0826. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA7516227117(NAD 83)
 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(1993)-  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
 GF0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0826.See file dsdata.pdf to determine how the superseded data were derived.
 GF0826
 GF0826_MARKER: DH = HORIZONTAL CONTROL DISK
 GF0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0826_STAMPING: DENVER 2 1974
 GF0826_MARK LOGO: NGS
 GF0826_PROJECTION: RECESSED 5 CENTIMETERS
 GF0826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0826+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0408 ***********************************************************************
 FG0408  DESIGNATION -  DEPT 1
 FG0408  PID         -  FG0408
 FG0408  STATE/COUNTY-  AR/PERRY
 FG0408  COUNTRY     -  US
 FG0408  USGS QUAD   -  HOUSTON (2017)
 FG0408
 FG0408                         *CURRENT SURVEY CONTROL
 FG0408  ______________________________________________________________________
 FG0408* NAD 83(1986) POSITION- 35 00 06.20   (N) 092 37 52.75   (W)   HD_HELD1
 FG0408* NAVD 88 ORTHO HEIGHT -    90.350 (meters)      296.42  (feet) ADJUSTED
 FG0408  ______________________________________________________________________
 FG0408  GEOID HEIGHT    -        -28.053 (meters)                     GEOID18
 FG0408  DYNAMIC HEIGHT  -         90.264 (meters)      296.14  (feet) COMP
 FG0408  MODELED GRAVITY -    979,686.0   (mgal)                       NAVD 88
 FG0408
 FG0408  VERT ORDER      -  SECOND    CLASS I
 FG0408
 FG0408.The horizontal coordinates were determined by differentially corrected
 FG0408.hand held GPS observations or other comparable positioning techniques
 FG0408.and have an estimated accuracy of +/- 3 meters.
 FG0408
 FG0408.The orthometric height was determined by differential leveling and
 FG0408.adjusted by the NATIONAL GEODETIC SURVEY
 FG0408.in September 2023.
 FG0408
 FG0408.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0408.GEOID18 height accuracy estimate available here.
 FG0408
 FG0408.Click photographs - Photos may exist for this station.
 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     -    74,337.2     342,370.3     MT  (+/- 3 meters HH1 GPS) 
 FG0408
 FG0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU3364273296(NAD 83)
 FG0408
 FG0408                          SUPERSEDED SURVEY CONTROL
 FG0408
 FG0408  NAVD 88 (06/15/91)   90.371  (m)          296.49   (f) SUPERSEDED  2 0
 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
 FG0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0408.See file dsdata.pdf to determine how the superseded data were derived.
 FG0408
 FG0408_MARKER: DD = SURVEY DISK
 FG0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0408_STAMPING: NO 1
 FG0408_MARK LOGO: USACE
 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       USACE
 FG0408  HISTORY     - 1934     GOOD             CGS
 FG0408  HISTORY     - 1939     GOOD             CGS
 FG0408
 FG0408                          STATION DESCRIPTION
 FG0408
 FG0408'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1939
 FG0408'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 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  COUNTRY     -  US
 AF9579  USGS QUAD   -  DE QUEEN (2017)
 AF9579
 AF9579                         *CURRENT SURVEY CONTROL
 AF9579  ______________________________________________________________________
 AF9579* NAD 83(2011) POSITION- 34 06 38.34507(N) 094 17 23.60552(W)   ADJUSTED
 AF9579* NAD 83(2011) ELLIP HT-   170.919 (meters)        (04/??/25)   ADJUSTED
 AF9579* NAD 83(2011) EPOCH   -  2010.00
 AF9579* NAVD 88 ORTHO HEIGHT -   198.98  (meters)      652.8   (feet) GPS OBS
 AF9579  ______________________________________________________________________
 AF9579  NAVD 88 orthometric height was determined with an earlier geoid model
 AF9579  GEOID HEIGHT    -        -28.026 (meters)                     GEOID18
 AF9579  NAD 83(2011) X  -   -395,446.869 (meters)                     COMP
 AF9579  NAD 83(2011) Y  - -5,271,715.580 (meters)                     COMP
 AF9579  NAD 83(2011) Z  -  3,556,711.246 (meters)                     COMP
 AF9579
 AF9579  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF9579  Standards:
 AF9579         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF9579            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF9579  -------------------------------------------------------------------
 AF9579  NETWORK    0.17   0.35           0.05   0.08   0.18      0.02026900
 AF9579  -------------------------------------------------------------------
 AF9579
 AF9579.The coordinates were established by GPS observations
 AF9579.and adjusted by the National Geodetic Survey in April 2025.
 AF9579
 AF9579.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF9579.been affixed to the stable North American Tectonic Plate. 
 AF9579
 AF9579.The coordinates are valid at the epoch date displayed above
 AF9579.which is a decimal equivalence of Year/Month/Day.
 AF9579
 AF9579.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 AF9579.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 AF9579.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 AF9579.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 AF9579.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 AF9579.published epoch of 2010.00.
 AF9579
 AF9579.Additional information on MYCS is available at:
 AF9579.https://geodesy.noaa.gov/CORS/index.shtml
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9579.GEOID18 height accuracy estimate available here.
 AF9579
 AF9579.The PID for the CORS L1 Phase Center is AI6542.
 AF9579
 AF9579.Click photographs - Photos may exist for this station.
 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 following values were computed from the NAD 83(2011) position.
 AF9579
 AF9579;                    North         East     Units Scale Factor Converg.
 AF9579;SPC AR S     -   562,518.318   188,758.317   MT  0.99991935   -1 16 53.9
 AF9579;SPC AR S     - 1,845,528.85    619,284.58   sFT  0.99991935   -1 16 53.9
 AF9579;UTM  15      - 3,775,175.958   381,032.331   MT  0.99977447   -0 43 24.4
 AF9579
 AF9579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9579!SPC AR S     -   0.99997317  x   0.99991935  =   0.99989252
 AF9579!UTM  15      -   0.99997317  x   0.99977447  =   0.99974765
 AF9579
 AF9579_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT8103275175(NAD 83)
 AF9579
 AF9579                          SUPERSEDED SURVEY CONTROL
 AF9579
 AF9579  NAD 83(2011)-  34 06 38.34521(N)    094 17 23.60554(W) AD(2010.00) c
 AF9579  ELLIP H (06/??/19)  170.922  (m)                       GP(2010.00) c c
 AF9579  NAD 83(2011)-  34 06 38.34503(N)    094 17 23.60567(W) AD(2010.00) c
 AF9579  NAD 83(2011)-  34 06 38.34519(N)    094 17 23.60553(W) AD(2010.00) c
 AF9579  ELLIP H (08/??/11)  170.918  (m)                       GP(2010.00) c c
 AF9579  NAD 83(2007)-  34 06 38.34515(N)    094 17 23.60654(W) AD(2002.00) c
 AF9579  NAD 83(CORS)-  34 06 38.34515(N)    094 17 23.60654(W) AD(2002.00) c
 AF9579  ELLIP H (03/??/02)  170.945  (m)                       GP(2002.00) c c
 AF9579  NAD 83(CORS)-  34 06 38.34493(N)    094 17 23.60665(W) AD(1997.00) c
 AF9579  ELLIP H (07/??/98)  170.966  (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)  170.966  (m)                       GP(1996.00) c c
 AF9579  NAVD 88 (02/28/00)  198.9    (m)  GEOID99  model used  GPS OBS        
 AF9579
 AF9579.Superseded values are not recommended for survey control.
 AF9579
 AF9579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9579.See file dsdata.pdf to determine how the superseded data were derived.
 AF9579
 AF9579_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AF9579
 AF9579                          STATION DESCRIPTION
 AF9579
 AF9579'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 AF9579'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 AF9579'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 AF9579'AND LOG FILES ACCESSIBLE AT:
 AF9579'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK0985 ***********************************************************************
 DK0985  DESIGNATION -  DERMOTT
 DK0985  PID         -  DK0985
 DK0985  STATE/COUNTY-  AR/CHICOT
 DK0985  COUNTRY     -  US
 DK0985  USGS QUAD   -  MCGEHEE SOUTH (2017)
 DK0985
 DK0985                         *CURRENT SURVEY CONTROL
 DK0985  ______________________________________________________________________
 DK0985* NAD 83(1986) POSITION- 33 31 33.     (N) 091 25 59.     (W)   SCALED
 DK0985* NAVD 88 ORTHO HEIGHT -    42.73  (+/-2cm)      140.2   (feet) VERTCON3
 DK0985  ______________________________________________________________________
 DK0985  GEOID HEIGHT    -        -26.115 (meters)                     GEOID18
 DK0985  VERT ORDER      -  ? (See Below)
 DK0985
 DK0985.The horizontal coordinates were scaled from a 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
 DK0985.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK0985.GEOID18 height accuracy estimate available here.
 DK0985
 DK0985.The vertical order pertains to the NGVD 29 superseded value.
 DK0985
 DK0985.Click photographs - Photos may exist for this station.
 DK0985
 DK0985;                    North         East    Units  Estimated Accuracy
 DK0985;SPC AR S     -   495,440.      452,660.      MT  (+/- 180 meters Scaled)
 DK0985
 DK0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT455106(NAD 83)
 DK0985
 DK0985                          SUPERSEDED SURVEY CONTROL
 DK0985
 DK0985  NGVD 29 (11/26/84)   42.840  (m)          140.55   (f) ADJUSTED       
 DK0985
 DK0985.Superseded values are not recommended for survey control.
 DK0985
 DK0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0985.See file dsdata.pdf to determine how the superseded data were derived.
 DK0985
 DK0985_MARKER: P = PIPE CAP
 DK0985_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK0985_MARK LOGO: USACE
 DK0985_MAGNETIC: P = MARKER IS A STEEL PIPE
 DK0985_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0985
 DK0985  HISTORY     - Date     Condition        Report By
 DK0985  HISTORY     - UNK      MONUMENTED       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 DK2005 ***********************************************************************
 DK2005  DESIGNATION -  DERMOTT
 DK2005  PID         -  DK2005
 DK2005  STATE/COUNTY-  AR/CHICOT
 DK2005  COUNTRY     -  US
 DK2005  USGS QUAD   -  MCGEHEE SOUTH (2017)
 DK2005
 DK2005                         *CURRENT SURVEY CONTROL
 DK2005  ______________________________________________________________________
 DK2005* NAD 83(1997) POSITION- 33 31 21.28598(N) 091 26 19.12340(W)   ADJUSTED
 DK2005* NAVD 88 ORTHO HEIGHT -    40.8   (meters)      134.    (feet) VERTCON3
 DK2005  ______________________________________________________________________
 DK2005  GEOID HEIGHT    -        -26.105 (meters)                     GEOID18
 DK2005  LAPLACE CORR    -         -2.35  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK2005.GEOID18 height accuracy estimate available here.
 DK2005
 DK2005.Click photographs - Photos may exist for this station.
 DK2005
 DK2005.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK2005
 DK2005. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999770  x   0.99995810  =   0.99995580
 DK2005!UTM  15      -   0.99999770  x   0.99985920  =   0.99985690
 DK2005
 DK2005:                Primary Azimuth Mark                     Grid Az
 DK2005:SPC AR S     -  DERMOTT AZ MK                            194 25 04.4
 DK2005:UTM  15      -  DERMOTT AZ MK                            193 52 10.7
 DK2005
 DK2005_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT4499610313(NAD 83)
 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(1993)-  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
 DK2005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2005.See file dsdata.pdf to determine how the superseded data were derived.
 DK2005
 DK2005_MARKER: DS = TRIANGULATION STATION DISK
 DK2005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2005_STAMPING: DERMOTT 1939
 DK2005_MARK LOGO: CGS
 DK2005_PROJECTION: FLUSH
 DK2005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK2005+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1959 ***********************************************************************
 EJ1959  DESIGNATION -  DEROCHE
 EJ1959  PID         -  EJ1959
 EJ1959  STATE/COUNTY-  AR/HOT SPRING
 EJ1959  COUNTRY     -  US
 EJ1959  USGS QUAD   -  DE ROCHE (2017)
 EJ1959
 EJ1959                         *CURRENT SURVEY CONTROL
 EJ1959  ______________________________________________________________________
 EJ1959* NAD 83(1997) POSITION- 34 22 20.54100(N) 093 02 51.86684(W)   ADJUSTED
 EJ1959* NAVD 88 ORTHO HEIGHT -   294.    (meters)      965.    (feet) SCALED
 EJ1959  ______________________________________________________________________
 EJ1959  GEOID HEIGHT    -        -26.947 (meters)                     GEOID18
 EJ1959  LAPLACE CORR    -          3.70  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1959.GEOID18 height accuracy estimate available here.
 EJ1959
 EJ1959.Click photographs - Photos may exist for this station.
 EJ1959
 EJ1959.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1959
 EJ1959. The following values were computed from the NAD 83(1997) position.
 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  =   0.99989389
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU9561003446(NAD 83)
 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
 EJ1959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1959.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1959
 EJ1959_MARKER: DS = TRIANGULATION STATION DISK
 EJ1959_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 EJ1959_STAMPING: DEROCHE 1963
 EJ1959_MARK LOGO: CGS
 EJ1959_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1959
 EJ1959  HISTORY     - Date     Condition        Report By
 EJ1959  HISTORY     - 1963     MONUMENTED       CGS
 EJ1959  HISTORY     - 19980425 GOOD             USPSQD
 EJ1959
 EJ1959                          STATION DESCRIPTION
 EJ1959
 EJ1959'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (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 = MARCH 20, 2026 22:17:28 EDT
 EH1940 ***********************************************************************
 EH1940  HT_MOD      -  This is a Height Modernization Survey Station.
 EH1940  DESIGNATION -  DES ARC
 EH1940  PID         -  EH1940
 EH1940  STATE/COUNTY-  AR/PRAIRIE
 EH1940  COUNTRY     -  US
 EH1940  USGS QUAD   -  DES ARC WEST (2017)
 EH1940
 EH1940                         *CURRENT SURVEY CONTROL
 EH1940  ______________________________________________________________________
 EH1940* NAD 83(2011) POSITION- 34 58 30.70842(N) 091 31 24.82639(W)   ADJUSTED
 EH1940* NAD 83(2011) ELLIP HT-    36.474 (meters)        (06/27/12)   ADJUSTED
 EH1940* NAD 83(2011) EPOCH   -  2010.00
 EH1940* NAVD 88 ORTHO HEIGHT -    63.60  (meters)      208.7   (feet) GPS OBS
 EH1940  ______________________________________________________________________
 EH1940  NAVD 88 orthometric height was determined with geoid model    GEOID03
 EH1940  GEOID HEIGHT    -        -27.083 (meters)                     GEOID03
 EH1940  GEOID HEIGHT    -        -27.189 (meters)                     GEOID18
 EH1940  NAD 83(2011) X  -   -139,109.623 (meters)                     COMP
 EH1940  NAD 83(2011) Y  - -5,230,184.882 (meters)                     COMP
 EH1940  NAD 83(2011) Z  -  3,635,633.433 (meters)                     COMP
 EH1940  LAPLACE CORR    -          0.41  (seconds)                    DEFLEC18
 EH1940
 EH1940  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 EH1940  Standards:
 EH1940         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 EH1940            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 EH1940  -------------------------------------------------------------------
 EH1940  NETWORK    1.30   1.12           0.61   0.41   0.57      0.04939378
 EH1940  -------------------------------------------------------------------
 EH1940  Click here for local accuracies and other accuracy information.
 EH1940
 EH1940.The horizontal coordinates were established by GPS observations
 EH1940.and adjusted by the National Geodetic Survey in June 2012.
 EH1940
 EH1940.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 EH1940.been affixed to the stable North American tectonic plate. See 
 EH1940.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 EH1940
 EH1940.The horizontal coordinates are valid at the epoch date displayed above
 EH1940.which is a decimal equivalence of Year/Month/Day.
 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.
 EH1940
 EH1940.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1940.GEOID18 height accuracy estimate available here.
 EH1940
 EH1940.Click photographs - Photos may exist for this station.
 EH1940
 EH1940.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH1940
 EH1940.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH1940
 EH1940.The ellipsoidal height was determined by GPS observations
 EH1940.and is referenced to NAD 83.
 EH1940
 EH1940. The following values were computed from the NAD 83(2011) position.
 EH1940
 EH1940;                    North         East     Units Scale Factor Converg.
 EH1940;SPC AR S     -   656,159.679   443,508.348   MT  1.00005317   +0 15 60.0
 EH1940;SPC AR S     - 2,152,750.55  1,455,076.97   sFT  1.00005317   +0 15 60.0
 EH1940;UTM  15      - 3,871,287.997   634,773.129   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!UTM  15      -   0.99999427  x   0.99982386  =   0.99981814
 EH1940
 EH1940:                Primary Azimuth Mark                     Grid Az
 EH1940:SPC AR S     -  DES ARC AZ MK                            049 57 11.3
 EH1940:UTM  15      -  DES ARC AZ MK                            049 22 24.1
 EH1940
 EH1940_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU3477371287(NAD 83)
 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 0450358.4 |
 EH1940| EH1941 DES ARC AZ MK                                      0501311.3 |
 EH1940| EH2940 DES ARC MUNICIPAL TANK              APPROX. 2.5 KM 0833339.3 |
 EH1940| EH1938 DES ARC RM 2                         25.909 METERS 35111     |
 EH1940|---------------------------------------------------------------------|
 EH1940
 EH1940                          SUPERSEDED SURVEY CONTROL
 EH1940
 EH1940  NAD 83(2007)-  34 58 30.70843(N)    091 31 24.82736(W) AD(2002.00) 0
 EH1940  ELLIP H (02/10/07)   36.495  (m)                       GP(2002.00)    
 EH1940  NAD 83(1997)-  34 58 30.70821(N)    091 31 24.82689(W) AD(       ) B
 EH1940  ELLIP H (04/05/04)   36.492  (m)                       GP(       ) 4 1
 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              63.67   (m)          208.9    (f) LEVELING    3  
 EH1940  NAVD 88 (06/15/91)   63.668  (m)          208.88   (f) ADJUSTED    1 2
 EH1940  NGVD 29 (11/26/84)   63.664  (m)          208.87   (f) ADJUSTED    1 2
 EH1940
 EH1940.Superseded values are not recommended for survey control.
 EH1940
 EH1940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1940.See file dsdata.pdf to determine how the superseded data were derived.
 EH1940
 EH1940_MARKER: DS = TRIANGULATION STATION DISK
 EH1940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1940_STAMPING: DES ARC 1954
 EH1940_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH3046 ***********************************************************************
 EH3046  DESIGNATION -  DES ARC ARK RICE GROWERS ELEV
 EH3046  PID         -  EH3046
 EH3046  STATE/COUNTY-  AR/PRAIRIE
 EH3046  COUNTRY     -  US
 EH3046  USGS QUAD   -  DES ARC WEST (2017)
 EH3046
 EH3046                         *CURRENT SURVEY CONTROL
 EH3046  ______________________________________________________________________
 EH3046* NAD 83(1997) POSITION- 34 59 01.91740(N) 091 30 46.81399(W)   ADJUSTED
 EH3046  ______________________________________________________________________
 EH3046  GEOID HEIGHT    -        -27.197 (meters)                     GEOID18
 EH3046  LAPLACE CORR    -          0.40  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH3046.GEOID18 height accuracy estimate available here.
 EH3046
 EH3046.Click photographs - Photos may exist for this station.
 EH3046
 EH3046.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH3046
 EH3046. The following values were computed from the NAD 83(1997) position.
 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;UTM  15      - 3,872,263.775   635,722.749   MT  0.99982703   +0 51 09.7
 EH3046
 EH3046_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU3572272263(NAD 83)
 EH3046
 EH3046                          SUPERSEDED SURVEY CONTROL
 EH3046
 EH3046  NAD 83(1986)-  34 59 01.92455(N)    091 30 46.80968(W) AD(       ) 3
 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
 EH3046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3046.See file dsdata.pdf to determine how the superseded data were derived.
 EH3046
 EH3046_MARKER: 65 = GRAIN ELEVATOR
 EH3046_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH3046+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2011
 EH3046
 EH3046  HISTORY     - Date     Condition        Report By
 EH3046  HISTORY     - 1954     FIRST OBSERVED   CGS
 EH3046  HISTORY     - 20110610 GOOD             GEOCAC
 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.
 EH3046
 EH3046                          STATION RECOVERY (2011)
 EH3046
 EH3046'RECOVERY NOTE BY GEOCACHING 2011 (JA)
 EH3046'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1941 ***********************************************************************
 EH1941  DESIGNATION -  DES ARC AZ MK
 EH1941  PID         -  EH1941
 EH1941  STATE/COUNTY-  AR/PRAIRIE
 EH1941  COUNTRY     -  US
 EH1941  USGS QUAD   -  DES ARC WEST (2017)
 EH1941
 EH1941                         *CURRENT SURVEY CONTROL
 EH1941  ______________________________________________________________________
 EH1941* NAD 83(1986) POSITION- 34 58 38.9    (N) 091 31 13.0    (W)   HD_HELD2
 EH1941* NAVD 88 ORTHO HEIGHT -    63.824 (meters)      209.40  (feet) ADJUSTED
 EH1941  ______________________________________________________________________
 EH1941  GEOID HEIGHT    -        -27.191 (meters)                     GEOID18
 EH1941  DYNAMIC HEIGHT  -         63.765 (meters)      209.20  (feet) COMP
 EH1941  MODELED GRAVITY -    979,711.1   (mgal)                       NAVD 88
 EH1941
 EH1941  VERT ORDER      -  FIRST     CLASS II
 EH1941
 EH1941.The horizontal coordinates were established by autonomous hand held GPS
 EH1941.observations and have an estimated accuracy of +/- 10 meters.
 EH1941
 EH1941.The orthometric height was determined by differential leveling and
 EH1941.adjusted by the NATIONAL GEODETIC SURVEY
 EH1941.in June 1991.
 EH1941
 EH1941.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1941.GEOID18 height accuracy estimate available here.
 EH1941
 EH1941.Click photographs - Photos may exist for this station.
 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     -   656,414.      443,807.      MT  (+/- 10 meters HH2 GPS)
 EH1941
 EH1941_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU3506971544(NAD 83)
 EH1941
 EH1941                          SUPERSEDED SURVEY CONTROL
 EH1941
 EH1941  NGVD 29 (11/26/84)   63.820  (m)          209.38   (f) ADJUSTED    1 2
 EH1941
 EH1941.Superseded values are not recommended for survey control.
 EH1941
 EH1941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1941.See file dsdata.pdf to determine how the superseded data were derived.
 EH1941
 EH1941_MARKER: DZ = AZIMUTH MARK DISK
 EH1941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1941_STAMPING: DES ARC 1954
 EH1941_MARK LOGO: CGS
 EH1941_PROJECTION: PROJECTING 10 CENTIMETERS
 EH1941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1941+STABILITY: SURFACE MOTION
 EH1941_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1941+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2014
 EH1941
 EH1941  HISTORY     - Date     Condition        Report By
 EH1941  HISTORY     - 1954     MONUMENTED       CGS
 EH1941  HISTORY     - 1967     GOOD             CGS
 EH1941  HISTORY     - 20140514 GOOD             ARHD
 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.
 EH1941
 EH1941                          STATION RECOVERY (2014)
 EH1941
 EH1941'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (JDH)
 EH1941'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH2940 ***********************************************************************
 EH2940  DESIGNATION -  DES ARC MUNICIPAL TANK
 EH2940  PID         -  EH2940
 EH2940  STATE/COUNTY-  AR/PRAIRIE
 EH2940  COUNTRY     -  US
 EH2940  USGS QUAD   -  DES ARC EAST (2017)
 EH2940
 EH2940                         *CURRENT SURVEY CONTROL
 EH2940  ______________________________________________________________________
 EH2940* NAD 83(1997) POSITION- 34 58 39.64242(N) 091 29 48.51618(W)   ADJUSTED
 EH2940  ______________________________________________________________________
 EH2940  GEOID HEIGHT    -        -27.185 (meters)                     GEOID18
 EH2940  LAPLACE CORR    -          0.38  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2940.GEOID18 height accuracy estimate available here.
 EH2940
 EH2940.Click photographs - Photos may exist for this station.
 EH2940
 EH2940.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2940
 EH2940. The following values were computed from the NAD 83(1997) position.
 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;UTM  15      - 3,871,599.646   637,211.251   MT  0.99983204   +0 51 42.7
 EH2940
 EH2940_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU3721171599(NAD 83)
 EH2940
 EH2940                          SUPERSEDED SURVEY CONTROL
 EH2940
 EH2940  NAD 83(1986)-  34 58 39.64887(N)    091 29 48.51172(W) AD(       ) 3
 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
 EH2940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2940.See file dsdata.pdf to determine how the superseded data were derived.
 EH2940
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1939 ***********************************************************************
 EH1939  DESIGNATION -  DES ARC RM 1
 EH1939  PID         -  EH1939
 EH1939  STATE/COUNTY-  AR/PRAIRIE
 EH1939  COUNTRY     -  US
 EH1939  USGS QUAD   -  DES ARC WEST (2017)
 EH1939
 EH1939                         *CURRENT SURVEY CONTROL
 EH1939  ______________________________________________________________________
 EH1939* NAD 83(1986) POSITION- 34 58 31.43   (N) 091 31 23.99   (W)   HD_HELD1
 EH1939* NAVD 88 ORTHO HEIGHT -    63.546 (meters)      208.48  (feet) ADJUSTED
 EH1939  ______________________________________________________________________
 EH1939  GEOID HEIGHT    -        -27.189 (meters)                     GEOID18
 EH1939  DYNAMIC HEIGHT  -         63.487 (meters)      208.29  (feet) COMP
 EH1939  MODELED GRAVITY -    979,711.0   (mgal)                       NAVD 88
 EH1939
 EH1939  VERT ORDER      -  FIRST     CLASS II
 EH1939
 EH1939.The horizontal coordinates were determined by differentially corrected
 EH1939.hand held GPS observations or other comparable positioning techniques
 EH1939.and have an estimated accuracy of +/- 3 meters.
 EH1939
 EH1939.The orthometric height was determined by differential leveling and
 EH1939.adjusted by the NATIONAL GEODETIC SURVEY
 EH1939.in June 1991.
 EH1939
 EH1939.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1939.GEOID18 height accuracy estimate available here.
 EH1939
 EH1939.Click photographs - Photos may exist for this station.
 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     -   656,182.0     443,529.5     MT  (+/- 3 meters HH1 GPS) 
 EH1939
 EH1939_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU3479471310(NAD 83)
 EH1939
 EH1939                          SUPERSEDED SURVEY CONTROL
 EH1939
 EH1939  NGVD 29 (11/26/84)   63.542  (m)          208.47   (f) ADJUSTED    1 2
 EH1939
 EH1939.Superseded values are not recommended for survey control.
 EH1939
 EH1939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1939.See file dsdata.pdf to determine how the superseded data were derived.
 EH1939
 EH1939_MARKER: DR = REFERENCE MARK DISK
 EH1939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1939_STAMPING: DES ARC NO 1 1954
 EH1939_MARK LOGO: CGS
 EH1939_PROJECTION: FLUSH
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1938 ***********************************************************************
 EH1938  DESIGNATION -  DES ARC RM 2
 EH1938  PID         -  EH1938
 EH1938  STATE/COUNTY-  AR/PRAIRIE
 EH1938  COUNTRY     -  US
 EH1938  USGS QUAD   -  DES ARC WEST (2017)
 EH1938
 EH1938                         *CURRENT SURVEY CONTROL
 EH1938  ______________________________________________________________________
 EH1938* NAD 83(1986) POSITION- 34 58 31.54   (N) 091 31 24.98   (W)   HD_HELD1
 EH1938* NAVD 88 ORTHO HEIGHT -    63.423 (meters)      208.08  (feet) ADJUSTED
 EH1938  ______________________________________________________________________
 EH1938  GEOID HEIGHT    -        -27.189 (meters)                     GEOID18
 EH1938  DYNAMIC HEIGHT  -         63.365 (meters)      207.89  (feet) COMP
 EH1938  MODELED GRAVITY -    979,710.9   (mgal)                       NAVD 88
 EH1938
 EH1938  VERT ORDER      -  FIRST     CLASS II
 EH1938
 EH1938.The horizontal coordinates were determined by differentially corrected
 EH1938.hand held GPS observations or other comparable positioning techniques
 EH1938.and have an estimated accuracy of +/- 3 meters.
 EH1938
 EH1938.The orthometric height was determined by differential leveling and
 EH1938.adjusted by the NATIONAL GEODETIC SURVEY
 EH1938.in June 1991.
 EH1938
 EH1938.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1938.GEOID18 height accuracy estimate available here.
 EH1938
 EH1938.Click photographs - Photos may exist for this station.
 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     -   656,185.3     443,504.3     MT  (+/- 3 meters HH1 GPS) 
 EH1938
 EH1938_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU3476871313(NAD 83)
 EH1938
 EH1938                          SUPERSEDED SURVEY CONTROL
 EH1938
 EH1938  NGVD 29 (11/26/84)   63.420  (m)          208.07   (f) ADJUSTED    1 2
 EH1938
 EH1938.Superseded values are not recommended for survey control.
 EH1938
 EH1938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1938.See file dsdata.pdf to determine how the superseded data were derived.
 EH1938
 EH1938_MARKER: DR = REFERENCE MARK DISK
 EH1938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1938_STAMPING: DES ARC NO 2 1954
 EH1938_MARK LOGO: CGS
 EH1938_PROJECTION: FLUSH
 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 = MARCH 20, 2026 22:17:28 EDT
 DK0976 ***********************************************************************
 DK0976  DESIGNATION -  DESHA
 DK0976  PID         -  DK0976
 DK0976  STATE/COUNTY-  AR/DESHA
 DK0976  COUNTRY     -  US
 DK0976  USGS QUAD   -  ARKANSAS CITY (2017)
 DK0976
 DK0976                         *CURRENT SURVEY CONTROL
 DK0976  ______________________________________________________________________
 DK0976* NAD 83(1986) POSITION- 33 36 30.     (N) 091 12 38.     (W)   SCALED
 DK0976* NAVD 88 ORTHO HEIGHT -    45.16  (+/-2cm)      148.2   (feet) VERTCON3
 DK0976  ______________________________________________________________________
 DK0976  GEOID HEIGHT    -        -26.481 (meters)                     GEOID18
 DK0976  VERT ORDER      -  ? (See Below)
 DK0976
 DK0976.The horizontal coordinates were scaled from a 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
 DK0976.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK0976.GEOID18 height accuracy estimate available here.
 DK0976
 DK0976.The vertical order pertains to the NGVD 29 superseded value.
 DK0976
 DK0976.Click photographs - Photos may exist for this station.
 DK0976
 DK0976;                    North         East    Units  Estimated Accuracy
 DK0976;SPC AR S     -   504,730.      473,260.      MT  (+/- 180 meters Scaled)
 DK0976
 DK0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT660201(NAD 83)
 DK0976
 DK0976                          SUPERSEDED SURVEY CONTROL
 DK0976
 DK0976  NGVD 29 (11/26/84)   45.277  (m)          148.55   (f) ADJUSTED       
 DK0976
 DK0976.Superseded values are not recommended for survey control.
 DK0976
 DK0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0976.See file dsdata.pdf to determine how the superseded data were derived.
 DK0976
 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       USACE
 DK0976  HISTORY     - 1934     GOOD             CGS
 DK0976
 DK0976                          STATION DESCRIPTION
 DK0976
 DK0976'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2933 ***********************************************************************
 EH2933  DESIGNATION -  DEVALLS BLUFF MUNICIPAL TANK
 EH2933  PID         -  EH2933
 EH2933  STATE/COUNTY-  AR/PRAIRIE
 EH2933  COUNTRY     -  US
 EH2933  USGS QUAD   -  DE VALLS BLUFF (2017)
 EH2933
 EH2933                         *CURRENT SURVEY CONTROL
 EH2933  ______________________________________________________________________
 EH2933* NAD 83(1997) POSITION- 34 46 58.53961(N) 091 27 47.65676(W)   ADJUSTED
 EH2933  ______________________________________________________________________
 EH2933  GEOID HEIGHT    -        -26.938 (meters)                     GEOID18
 EH2933  LAPLACE CORR    -          0.36  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2933.GEOID18 height accuracy estimate available here.
 EH2933
 EH2933.Click photographs - Photos may exist for this station.
 EH2933
 EH2933.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2933
 EH2933. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU4060750046(NAD 83)
 EH2933
 EH2933                          SUPERSEDED SURVEY CONTROL
 EH2933
 EH2933  NAD 83(1986)-  34 46 58.54455(N)    091 27 47.65293(W) AD(       ) 3
 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
 EH2933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2933.See file dsdata.pdf to determine how the superseded data were derived.
 EH2933
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1959 ***********************************************************************
 FF1959  DESIGNATION -  DEVIL
 FF1959  PID         -  FF1959
 FF1959  STATE/COUNTY-  AR/CRITTENDEN
 FF1959  COUNTRY     -  US
 FF1959  USGS QUAD   -  FRENCHMANS BAYOU (2017)
 FF1959
 FF1959                         *CURRENT SURVEY CONTROL
 FF1959  ______________________________________________________________________
 FF1959* NAD 83(1997) POSITION- 35 25 42.03328(N) 090 09 44.98181(W)   ADJUSTED
 FF1959* NAVD 88 ORTHO HEIGHT -    76.8   (meters)      252.    (feet) VERTCON3
 FF1959  ______________________________________________________________________
 FF1959  GEOID HEIGHT    -        -27.549 (meters)                     GEOID18
 FF1959  LAPLACE CORR    -          0.75  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1959.GEOID18 height accuracy estimate available here.
 FF1959
 FF1959.Click photographs - Photos may exist for this station.
 FF1959
 FF1959.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1959
 FF1959. The following values were computed from the NAD 83(1997) position.
 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     -  DEVIL AZ MK                              231 34 34.6
 FF1959:SPC TN       -  DEVIL AZ MK                              235 04 56.7
 FF1959:UTM  15      -  DEVIL AZ MK                              230 59 59.2
 FF1959
 FF1959_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV5760524245(NAD 83)
 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(1995)-  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
 FF1959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1959.See file dsdata.pdf to determine how the superseded data were derived.
 FF1959
 FF1959_MARKER: DH = HORIZONTAL CONTROL DISK
 FF1959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1959_STAMPING: DEVIL 1979
 FF1959_MARK LOGO: NGS
 FF1959_PROJECTION: FLUSH
 FF1959_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FF1959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1959+STABILITY: SURFACE MOTION
 FF1959_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1959+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2013
 FF1959
 FF1959  HISTORY     - Date     Condition        Report By
 FF1959  HISTORY     - 1979     MONUMENTED       NGS
 FF1959  HISTORY     - 20130823 GOOD             USACE
 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) NORTHEAST OF TURRELL,
 FF1959'4.8 KM (3 MI) SOUTH-SOUTHEAST OF FRENCHMAN BAYOU AND ON TOP OF THE
 FF1959'MAIN LEVEE ALONG THE WEST SIDE OF THE MISSISSIPPI RIVER.
 FF1959'
 FF1959'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61 AND STATE
 FF1959'HIGHWAY 308 IN THE SMALL COMMUNITY OF FRENCHMAN BAYOU, GO NORTH ON
 FF1959'U.S. HIGHWAY 61 FOR 0.2 KM (0.1 MI) TO A GRAVELED CROSSROAD.  TURN
 FF1959'RIGHT AND GO 0.08 KM (0.05 MI)  THEN BEAR LEFT ACROSS RAILROAD TRACK
 FF1959'TO A FORK.  TAKE LEFT FORK AND GO EAST FOR 0.2 KM (0.1 MI) TO A
 FF1959'GRAVELED ROAD JUST AFTER CROSSING A CONCRETE BRIDGE.  TURN RIGHT AND
 FF1959'GO SOUTH AND SOUTHEAST FOR 5.2 KM (3.25 MI) TO TOP OF LEVEE AND A
 FF1959'LOCKED GATE ON THE RIGHT.  (THERE IS A GATE JUST BEFORE REACHING TOP
 FF1959'OF THE LEVEE THAT CAN BE USED IF ROAD IS NOT MUDDY.) TURN SHARP RIGHT
 FF1959'AND GO SOUTHWEST ALONG TOP OF LEVEE FOR 1.5 KM (0.95 MI) TO A GATE.
 FF1959'PASS THRU GATE AND CONTINUE ALONG TOP OF LEVEE FOR 2.1 KM (1.3 MI) TO
 FF1959'THE STATION ON THE RIGHT JUST AFTER A TRACK ROAD CROSSING OVER LEVEE.
 FF1959'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTHWEST ON
 FF1959'LEVEE FOR 0.3 KM (0.2 MI) TO THE MARK ON THE RIGHT JUST BEFORE
 FF1959'REACHING A GATE.  STATION IS ON PROPERTY OF THE ST. FRANCIS LEVEE
 FF1959'DISTRICT.  PERMISSION FOR THE STATION WAS GRANTED BY CHIEF ENGINEER,
 FF1959'MR. BURRELL B. FAIR, P.O. BOX 308, WEST MEMPHIS, ARKANSAS, PHONE
 FF1959'501/735-1062.
 FF1959'
 FF1959'THE STATION IS A STANDARD NGS DISK STAMPED ---DEVIL 1979---, SET INTO
 FF1959'THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH
 FF1959'GROUND.  IT IS LOCATED 4.6 METERS WEST FROM THE CENTER OF LEVEE ROAD
 FF1959'AND 1.4 METERS WEST FROM A METAL WITNESS POST.  THE UNDERGROUND MARK
 FF1959'IS A STANDARD NGS DISK STAMPED ---DEVIL 1979---, SET INTO AN IRREGULAR
 FF1959'MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 FF1959'
 FF1959'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK STAMPED
 FF1959'---DEVIL NO 1 1979---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FF1959'30 CM IN DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 5.5 METERS WEST
 FF1959'FROM THE CENTER OF LEVEE ROAD AND 0.3 METER EAST FROM A METAL WITNESS
 FF1959'POST.  MARK IS BELOW STATION 0.5 METER.
 FF1959'
 FF1959'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK STAMPED
 FF1959'---DEVIL NO 2 1979---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FF1959'30 CM IN DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 3.5 METERS
 FF1959'SOUTH-SOUTHEAST FROM THE CENTER OF LEVEE ROAD AND 0.3 METER
 FF1959'WEST-SOUTHWEST FROM A METAL WITNESS POST.  MARK IS LEVEL WITH STATION.
 FF1959'
 FF1959'AZIMUTH MARK NUMBER 1 IS A STANDARD NGS DISK STAMPED ---DEVIL 1979---,
 FF1959'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH
 FF1959'WITH GROUND.  IT IS LOCATED 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.
 FF1959
 FF1959                          STATION RECOVERY (2013)
 FF1959
 FF1959'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2013 (DLB)
 FF1959'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1965 ***********************************************************************
 FF1965  DESIGNATION -  DEVIL AZ MK
 FF1965  PID         -  FF1965
 FF1965  STATE/COUNTY-  AR/CRITTENDEN
 FF1965  COUNTRY     -  US
 FF1965  USGS QUAD   -  FRENCHMANS BAYOU (2017)
 FF1965
 FF1965                         *CURRENT SURVEY CONTROL
 FF1965  ______________________________________________________________________
 FF1965* NAD 83(1997) POSITION- 35 25 32.29950(N) 090 10 00.56110(W)   ADJUSTED
 FF1965* NAVD 88 ORTHO HEIGHT -    76.5   (meters)      251.    (feet) VERTCON3
 FF1965  ______________________________________________________________________
 FF1965  GEOID HEIGHT    -        -27.547 (meters)                     GEOID18
 FF1965  LAPLACE CORR    -          0.72  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1965.GEOID18 height accuracy estimate available here.
 FF1965
 FF1965.Click photographs - Photos may exist for this station.
 FF1965
 FF1965.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1965
 FF1965. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV5722023934(NAD 83)
 FF1965
 FF1965                          SUPERSEDED SURVEY CONTROL
 FF1965
 FF1965  NAD 83(1995)-  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
 FF1965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1965.See file dsdata.pdf to determine how the superseded data were derived.
 FF1965
 FF1965_MARKER: DZ = AZIMUTH MARK DISK
 FF1965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1965_STAMPING: DEVIL 1979
 FF1965_MARK LOGO: NGS
 FF1965_PROJECTION: FLUSH
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1817 ***********************************************************************
 FG1817  DESIGNATION -  DEVILS
 FG1817  PID         -  FG1817
 FG1817  STATE/COUNTY-  AR/JOHNSON
 FG1817  COUNTRY     -  US
 FG1817  USGS QUAD   -  OZONE (2017)
 FG1817
 FG1817                         *CURRENT SURVEY CONTROL
 FG1817  ______________________________________________________________________
 FG1817* NAD 83(1997) POSITION- 35 43 26.94529(N) 093 24 17.56077(W)   ADJUSTED
 FG1817* NAVD 88 ORTHO HEIGHT -   710.    (meters)     2329.    (feet) SCALED
 FG1817  ______________________________________________________________________
 FG1817  GEOID HEIGHT    -        -28.164 (meters)                     GEOID18
 FG1817  LAPLACE CORR    -         -0.80  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1817.GEOID18 height accuracy estimate available here.
 FG1817
 FG1817.Click photographs - Photos may exist for this station.
 FG1817
 FG1817.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1817
 FG1817. The following values were computed from the NAD 83(1997) position.
 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     -   0.99989299  x   0.99993891  =   0.99983190
 FG1817!UTM  15      -   0.99989299  x   0.99961652  =   0.99950955
 FG1817
 FG1817:                Primary Azimuth Mark                     Grid Az
 FG1817:SPC AR N     -  DEVILS AZ MK                             093 11 00.6
 FG1817:UTM  15      -  DEVILS AZ MK                             092 36 08.7
 FG1817
 FG1817_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV6338253429(NAD 83)
 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                          22.766 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(1993)-  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
 FG1817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1817.See file dsdata.pdf to determine how the superseded data were derived.
 FG1817
 FG1817_MARKER: DS = TRIANGULATION STATION DISK
 FG1817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1817_STAMPING: DEVILS 1928
 FG1817_MARK LOGO: CGS
 FG1817_PROJECTION: PROJECTING 8 CENTIMETERS
 FG1817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1817+STABILITY: SURFACE MOTION
 FG1817_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FG1817+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2014
 FG1817
 FG1817  HISTORY     - Date     Condition        Report By
 FG1817  HISTORY     - 1928     MONUMENTED       CGS
 FG1817  HISTORY     - 1936     GOOD             CGS
 FG1817  HISTORY     - 1971     GOOD             NGS
 FG1817  HISTORY     - 20140930 GOOD             ARHD
 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.
 FG1817
 FG1817                          STATION RECOVERY (2014)
 FG1817
 FG1817'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (VJB)
 FG1817'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1819 ***********************************************************************
 FG1819  DESIGNATION -  DEVILS KNOB LOT
 FG1819  PID         -  FG1819
 FG1819  STATE/COUNTY-  AR/JOHNSON
 FG1819  COUNTRY     -  US
 FG1819  USGS QUAD   -  OZONE (2017)
 FG1819
 FG1819                         *CURRENT SURVEY CONTROL
 FG1819  ______________________________________________________________________
 FG1819* NAD 83(1997) POSITION- 35 43 26.94512(N) 093 24 17.55878(W)   ADJUSTED
 FG1819  ______________________________________________________________________
 FG1819  GEOID HEIGHT    -        -28.164 (meters)                     GEOID18
 FG1819  LAPLACE CORR    -         -0.80  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1819.GEOID18 height accuracy estimate available here.
 FG1819
 FG1819.Click photographs - Photos may exist for this station.
 FG1819
 FG1819.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1819
 FG1819. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV6338253429(NAD 83)
 FG1819
 FG1819                          SUPERSEDED SURVEY CONTROL
 FG1819
 FG1819  NAD 83(1993)-  35 43 26.95640(N)    093 24 17.56126(W) AD(       ) 3
 FG1819  NAD 83(1986)-  35 43 26.95536(N)    093 24 17.56289(W) AD(       ) 3
 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
 FG1819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1819.See file dsdata.pdf to determine how the superseded data were derived.
 FG1819
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1818 ***********************************************************************
 FG1818  DESIGNATION -  DEVILS RM 3
 FG1818  PID         -  FG1818
 FG1818  STATE/COUNTY-  AR/JOHNSON
 FG1818  COUNTRY     -  US
 FG1818  USGS QUAD   -  OZONE (2017)
 FG1818
 FG1818                         *CURRENT SURVEY CONTROL
 FG1818  ______________________________________________________________________
 FG1818* NAD 83(1997) POSITION- 35 43 27.46221(N) 093 24 17.30189(W)   ADJUSTED
 FG1818* NAVD 88 ORTHO HEIGHT -   711.0   (meters)     2333.    (feet) VERTCON3
 FG1818  ______________________________________________________________________
 FG1818  GEOID HEIGHT    -        -28.164 (meters)                     GEOID18
 FG1818  LAPLACE CORR    -         -0.81  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1818.GEOID18 height accuracy estimate available here.
 FG1818
 FG1818.Click photographs - Photos may exist for this station.
 FG1818
 FG1818.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1818
 FG1818. The following values were computed from the NAD 83(1997) position.
 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     -   0.99989285  x   0.99993891  =   0.99983176
 FG1818!UTM  15      -   0.99989285  x   0.99961652  =   0.99950941
 FG1818
 FG1818:                Primary Azimuth Mark                     Grid Az
 FG1818:SPC AR N     -  DEVILS AZ MK                             093 41 24.1
 FG1818:UTM  15      -  DEVILS AZ MK                             093 06 32.2
 FG1818
 FG1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV6338953444(NAD 83)
 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(1993)-  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
 FG1818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1818.See file dsdata.pdf to determine how the superseded data were derived.
 FG1818
 FG1818_MARKER: DR = REFERENCE MARK DISK
 FG1818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1818_STAMPING: DEVILS 1928 NO 3 1971
 FG1818_MARK LOGO: CGS
 FG1818_PROJECTION: FLUSH
 FG1818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1818+STABILITY: SURFACE MOTION
 FG1818_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FG1818+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2014
 FG1818
 FG1818  HISTORY     - Date     Condition        Report By
 FG1818  HISTORY     - 1971     MONUMENTED       NGS
 FG1818  HISTORY     - 20140930 GOOD             ARHD
 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.
 FG1818
 FG1818                          STATION RECOVERY (2014)
 FG1818
 FG1818'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (VJB)
 FG1818'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0749 ***********************************************************************
 EJ0749  DESIGNATION -  DEW
 EJ0749  PID         -  EJ0749
 EJ0749  STATE/COUNTY-  AR/SALINE
 EJ0749  COUNTRY     -  US
 EJ0749  USGS QUAD   -  BENTON (2017)
 EJ0749
 EJ0749                         *CURRENT SURVEY CONTROL
 EJ0749  ______________________________________________________________________
 EJ0749* NAD 83(1986) POSITION- 34 35 12.     (N) 092 30 41.     (W)   SCALED
 EJ0749* NAVD 88 ORTHO HEIGHT -   110.791 (meters)      363.49  (feet) ADJUSTED
 EJ0749  ______________________________________________________________________
 EJ0749  GEOID HEIGHT    -        -26.379 (meters)                     GEOID18
 EJ0749  DYNAMIC HEIGHT  -        110.687 (meters)      363.15  (feet) COMP
 EJ0749  MODELED GRAVITY -    979,693.0   (mgal)                       NAVD 88
 EJ0749
 EJ0749  VERT ORDER      -  FIRST     CLASS II
 EJ0749
 EJ0749.The horizontal coordinates were scaled from a map and have
 EJ0749.an estimated accuracy of +/- 6 seconds.
 EJ0749
 EJ0749.The orthometric height was determined by differential leveling and
 EJ0749.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0749.in June 1991.
 EJ0749
 EJ0749.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0749.GEOID18 height accuracy estimate available here.
 EJ0749
 EJ0749.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU448273(NAD 83)
 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
 EJ0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0749.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0749
 EJ0749_MARKER: DD = SURVEY DISK
 EJ0749_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0749_STAMPING: DEW 1934
 EJ0749_MARK LOGO: CGS+SS
 EJ0749_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0749
 EJ0749  HISTORY     - Date     Condition        Report By
 EJ0749  HISTORY     - 1934     MONUMENTED       ARGS
 EJ0749  HISTORY     - 1935     GOOD             CGS
 EJ0749  HISTORY     - 1973     MARK NOT FOUND   USGS
 EJ0749  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ0749
 EJ0749                          STATION DESCRIPTION
 EJ0749
 EJ0749'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0749'1.2 MILE SOUTHWEST OF MISSOURI PACIFIC R.R. STATION AT BRYANT ALONG
 EJ0749'M.P.R.R.  TRACK, ABOUT 0.25 MILE EAST OF SPUR LINE LEADING SOUTHEAST
 EJ0749'FROM MAIN TRACK, ABOUT 300 FEET NORTHEAST OF MILE POLE 364, ABOUT 225
 EJ0749'FEET SOUTHEAST OF MISSOURI PACIFIC R.R.BRIDGE NO. 545 AND 10 FEET EAST
 EJ0749'OF 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 = MARCH 20, 2026 22:17:28 EDT
 EH2975 ***********************************************************************
 EH2975  DESIGNATION -  DEWITT
 EH2975  PID         -  EH2975
 EH2975  STATE/COUNTY-  AR/ARKANSAS
 EH2975  COUNTRY     -  US
 EH2975  USGS QUAD   -  DE WITT (2017)
 EH2975
 EH2975                         *CURRENT SURVEY CONTROL
 EH2975  ______________________________________________________________________
 EH2975* NAD 83(1997) POSITION- 34 17 30.65854(N) 091 21 11.73843(W)   ADJUSTED
 EH2975* NAVD 88 ORTHO HEIGHT -    55.    (meters)      180.    (feet) SCALED
 EH2975  ______________________________________________________________________
 EH2975  GEOID HEIGHT    -        -26.410 (meters)                     GEOID18
 EH2975  LAPLACE CORR    -         -1.42  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2975.GEOID18 height accuracy estimate available here.
 EH2975
 EH2975.Click photographs - Photos may exist for this station.
 EH2975
 EH2975.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2975
 EH2975. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999552  x   0.99992853  =   0.99992405
 EH2975!UTM  15      -   0.99999552  x   0.99988314  =   0.99987866
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT5155895743(NAD 83)
 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
 EH2975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2975.See file dsdata.pdf to determine how the superseded data were derived.
 EH2975
 EH2975_MARKER: DS = TRIANGULATION STATION DISK
 EH2975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2975_STAMPING: DEWITT 1965
 EH2975_MARK LOGO: CGS
 EH2975_PROJECTION: FLUSH
 EH2975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2975+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2979 ***********************************************************************
 EH2979  DESIGNATION -  DEWITT MUNICIPAL TANK
 EH2979  PID         -  EH2979
 EH2979  STATE/COUNTY-  AR/ARKANSAS
 EH2979  COUNTRY     -  US
 EH2979  USGS QUAD   -  DE WITT (2017)
 EH2979
 EH2979                         *CURRENT SURVEY CONTROL
 EH2979  ______________________________________________________________________
 EH2979* NAD 83(1997) POSITION- 34 17 34.02422(N) 091 20 07.86820(W)   ADJUSTED
 EH2979  ______________________________________________________________________
 EH2979  GEOID HEIGHT    -        -26.428 (meters)                     GEOID18
 EH2979  LAPLACE CORR    -         -1.48  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2979.GEOID18 height accuracy estimate available here.
 EH2979
 EH2979.Click photographs - Photos may exist for this station.
 EH2979
 EH2979.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2979
 EH2979. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT5318995874(NAD 83)
 EH2979
 EH2979                          SUPERSEDED SURVEY CONTROL
 EH2979
 EH2979  NAD 83(1986)-  34 17 34.03187(N)    091 20 07.86340(W) AD(       ) 3
 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
 EH2979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2979.See file dsdata.pdf to determine how the superseded data were derived.
 EH2979
 EH2979_MARKER: 53 = ELEVATED 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 = MARCH 20, 2026 22:17:28 EDT
 EK0155 ***********************************************************************
 EK0155  DESIGNATION -  DIERKS
 EK0155  PID         -  EK0155
 EK0155  STATE/COUNTY-  AR/HOWARD
 EK0155  COUNTRY     -  US
 EK0155  USGS QUAD   -  DIERKS (2017)
 EK0155
 EK0155                         *CURRENT SURVEY CONTROL
 EK0155  ______________________________________________________________________
 EK0155* NAD 83(1986) POSITION- 34 07 08.     (N) 094 01 07.     (W)   SCALED
 EK0155* NAVD 88 ORTHO HEIGHT -   131.347 (meters)      430.93  (feet) ADJUSTED
 EK0155  ______________________________________________________________________
 EK0155  GEOID HEIGHT    -        -27.776 (meters)                     GEOID18
 EK0155  DYNAMIC HEIGHT  -        131.214 (meters)      430.49  (feet) COMP
 EK0155  MODELED GRAVITY -    979,618.6   (mgal)                       NAVD 88
 EK0155
 EK0155  VERT ORDER      -  SECOND    CLASS 0
 EK0155
 EK0155.The horizontal coordinates were scaled from a map and have
 EK0155.an estimated accuracy of +/- 6 seconds.
 EK0155
 EK0155.The orthometric height was determined by differential leveling and
 EK0155.adjusted by the NATIONAL GEODETIC SURVEY
 EK0155.in June 1991.
 EK0155
 EK0155.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0155.GEOID18 height accuracy estimate available here.
 EK0155
 EK0155.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT060758(NAD 83)
 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
 EK0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0155.See file dsdata.pdf to determine how the superseded data were derived.
 EK0155
 EK0155_MARKER: DB = BENCH MARK DISK
 EK0155_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EK0155_STAMPING: DIERKS 1934
 EK0155_MARK LOGO: CGS
 EK0155_MAGNETIC: P = MARKER IS A STEEL PIPE
 EK0155_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0155
 EK0155  HISTORY     - Date     Condition        Report By
 EK0155  HISTORY     - 1934     MONUMENTED       CGS
 EK0155  HISTORY     - 1962     GOOD             CGS
 EK0155  HISTORY     - 20180815 POOR             ARHD
 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 COAST AND GEODETIC SURVEY 1962
 EK0155'RECOVERED IN GOOD CONDITION.
 EK0155
 EK0155                          STATION RECOVERY (2018)
 EK0155
 EK0155'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (JH)
 EK0155'BRONZE TABLET IS MISSING FROM THE MARK. SEE PHOTO FOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EK1022 ***********************************************************************
 EK1022  DESIGNATION -  DIERKS
 EK1022  PID         -  EK1022
 EK1022  STATE/COUNTY-  AR/HOWARD
 EK1022  COUNTRY     -  US
 EK1022  USGS QUAD   -  DIERKS DAM (2017)
 EK1022
 EK1022                         *CURRENT SURVEY CONTROL
 EK1022  ______________________________________________________________________
 EK1022* NAD 83(1997) POSITION- 34 09 41.59581(N) 094 00 06.43415(W)   ADJUSTED
 EK1022* NAVD 88 ORTHO HEIGHT -   233.8   (meters)      767.    (feet) VERTCON3
 EK1022  ______________________________________________________________________
 EK1022  GEOID HEIGHT    -        -27.840 (meters)                     GEOID18
 EK1022  LAPLACE CORR    -          1.77  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK1022.GEOID18 height accuracy estimate available here.
 EK1022
 EK1022.Click photographs - Photos may exist for this station.
 EK1022
 EK1022.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK1022
 EK1022. The following values were computed from the NAD 83(1997) position.
 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  =   0.99988859
 EK1022!UTM  15      -   0.99996766  x   0.99970510  =   0.99967277
 EK1022
 EK1022:                Primary Azimuth Mark                     Grid Az
 EK1022:SPC AR S     -  DIERKS AZ MK                             259 03 48.4
 EK1022:UTM  15      -  DIERKS AZ MK                             258 30 20.3
 EK1022
 EK1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT0766080522(NAD 83)
 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(1993)-  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
 EK1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK1022.See file dsdata.pdf to determine how the superseded data were derived.
 EK1022
 EK1022_MARKER: DS = TRIANGULATION STATION DISK
 EK1022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK1022_STAMPING: DIERKS 1951
 EK1022_MARK LOGO: CGS
 EK1022_PROJECTION: FLUSH
 EK1022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK1022+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0655 ***********************************************************************
 EJ0655  DESIGNATION -  DILL
 EJ0655  PID         -  EJ0655
 EJ0655  STATE/COUNTY-  AR/SALINE
 EJ0655  COUNTRY     -  US
 EJ0655  USGS QUAD   -  TRASKWOOD (2017)
 EJ0655
 EJ0655                         *CURRENT SURVEY CONTROL
 EJ0655  ______________________________________________________________________
 EJ0655* NAD 83(1986) POSITION- 34 28 41.92   (N) 092 38 28.58   (W)   HD_HELD1
 EJ0655* NAVD 88 ORTHO HEIGHT -    86.506 (meters)      283.81  (feet) ADJUSTED
 EJ0655  ______________________________________________________________________
 EJ0655  GEOID HEIGHT    -        -26.349 (meters)                     GEOID18
 EJ0655  DYNAMIC HEIGHT  -         86.424 (meters)      283.54  (feet) COMP
 EJ0655  MODELED GRAVITY -    979,691.3   (mgal)                       NAVD 88
 EJ0655
 EJ0655  VERT ORDER      -  SECOND    CLASS 0
 EJ0655
 EJ0655.The horizontal coordinates were determined by differentially corrected
 EJ0655.hand held GPS observations or other comparable positioning techniques
 EJ0655.and have an estimated accuracy of +/- 3 meters.
 EJ0655
 EJ0655.The orthometric height was determined by differential leveling and
 EJ0655.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0655.in June 1991.
 EJ0655
 EJ0655.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0655.GEOID18 height accuracy estimate available here.
 EJ0655
 EJ0655.Click photographs - Photos may exist for this station.
 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     -   601,120.9     341,093.7     MT  (+/- 3 meters HH1 GPS) 
 EJ0655
 EJ0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU3294015250(NAD 83)
 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
 EJ0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0655.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0655
 EJ0655_MARKER: DD = SURVEY DISK
 EJ0655_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0655_STAMPING: DILL
 EJ0655_MARK LOGO: CGS+SS
 EJ0655_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0655
 EJ0655  HISTORY     - Date     Condition        Report By
 EJ0655  HISTORY     - 1935     MONUMENTED       ARGS
 EJ0655  HISTORY     - 20100108 MARK NOT FOUND   ARHD
 EJ0655
 EJ0655                          STATION DESCRIPTION
 EJ0655
 EJ0655'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1935
 EJ0655'2.2 MI NORTH FROM TRASKWOOD FROM RY. STATION, ALONG M.P.R.R., ABOUT
 EJ0655'350 FEET NORTH OF TELEPHONE POLE MARKED 375+10, ABOUT 0.3 MILE SOUTH
 EJ0655'OF RAILROAD CROSSING, 26.2 FT. WEST OF CENTERLINE OF MISSOURI PACIFIC
 EJ0655'R.R. AND 17.1 FT. SOUTHEAST OF TELEPHONE POLE.  TABLET SET IN PRECAST
 EJ0655'CONCRETE POST.
 EJ0655
 EJ0655                          STATION RECOVERY (2010)
 EJ0655
 EJ0655'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2010 (VJB)
 EJ0655'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL1587 ***********************************************************************
 DL1587  DESIGNATION -  DILLARD
 DL1587  PID         -  DL1587
 DL1587  STATE/COUNTY-  AR/HOWARD
 DL1587  COUNTRY     -  US
 DL1587  USGS QUAD   -  MINERAL SPRINGS NORTH (2017)
 DL1587
 DL1587                         *CURRENT SURVEY CONTROL
 DL1587  ______________________________________________________________________
 DL1587* NAD 83(1997) POSITION- 33 57 01.05295(N) 093 55 51.60457(W)   ADJUSTED
 DL1587* NAVD 88 ORTHO HEIGHT -   151.    (meters)      495.    (feet) SCALED
 DL1587  ______________________________________________________________________
 DL1587  GEOID HEIGHT    -        -27.299 (meters)                     GEOID18
 DL1587  LAPLACE CORR    -          1.37  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1587.GEOID18 height accuracy estimate available here.
 DL1587
 DL1587.Click photographs - Photos may exist for this station.
 DL1587
 DL1587.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1587
 DL1587. The following values were computed from the NAD 83(1997) position.
 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  =   0.99967182
 DL1587
 DL1587:                Primary Azimuth Mark                     Grid Az
 DL1587:SPC AR S     -  DILLARD AZ MK                            222 33 19.1
 DL1587:UTM  15      -  DILLARD AZ MK                            221 59 40.3
 DL1587
 DL1587_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT1397257034(NAD 83)
 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(1993)-  33 57 01.05863(N)    093 55 51.60067(W) AD(       ) 3
 DL1587  NAD 83(1993)-  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
 DL1587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1587.See file dsdata.pdf to determine how the superseded data were derived.
 DL1587
 DL1587_MARKER: DS = TRIANGULATION STATION DISK
 DL1587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1587_STAMPING: DILLARD 1951
 DL1587_MARK LOGO: CGS
 DL1587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1587+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1808 ***********************************************************************
 FG1808  DESIGNATION -  DILLEN
 FG1808  PID         -  FG1808
 FG1808  STATE/COUNTY-  AR/JOHNSON
 FG1808  COUNTRY     -  US
 FG1808  USGS QUAD   -  FORT DOUGLAS (2017)
 FG1808
 FG1808                         *CURRENT SURVEY CONTROL
 FG1808  ______________________________________________________________________
 FG1808* NAD 83(1997) POSITION- 35 42 26.84139(N) 093 11 01.51706(W)   ADJUSTED
 FG1808* NAVD 88 ORTHO HEIGHT -   578.7   (meters)     1899.    (feet) VERTCON3
 FG1808  ______________________________________________________________________
 FG1808  GEOID HEIGHT    -        -28.215 (meters)                     GEOID18
 FG1808  LAPLACE CORR    -          2.16  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1808.GEOID18 height accuracy estimate available here.
 FG1808
 FG1808.Click photographs - Photos may exist for this station.
 FG1808
 FG1808.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1808
 FG1808. The following values were computed from the NAD 83(1997) position.
 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  =   0.99985186
 FG1808!UTM  15      -   0.99991361  x   0.99960340  =   0.99951705
 FG1808
 FG1808:                Primary Azimuth Mark                     Grid Az
 FG1808:SPC AR N     -  DILLEN AZ MK                             276 06 44.3
 FG1808:UTM  15      -  DILLEN AZ MK                             275 31 50.6
 FG1808
 FG1808_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV8337751517(NAD 83)
 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
 FG1808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1808.See file dsdata.pdf to determine how the superseded data were derived.
 FG1808
 FG1808_MARKER: DS = TRIANGULATION STATION DISK
 FG1808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1808_STAMPING: DILLEN 1971
 FG1808_MARK LOGO: CGS
 FG1808_PROJECTION: FLUSH
 FG1808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1808+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FF2075 ***********************************************************************
 FF2075  DESIGNATION -  DILLON
 FF2075  PID         -  FF2075
 FF2075  STATE/COUNTY-  AR/ST FRANCIS
 FF2075  COUNTRY     -  US
 FF2075  USGS QUAD   -  MADISON (2017)
 FF2075
 FF2075                         *CURRENT SURVEY CONTROL
 FF2075  ______________________________________________________________________
 FF2075* NAD 83(1997) POSITION- 35 07 28.58474(N) 090 42 04.73523(W)   ADJUSTED
 FF2075* NAVD 88 ORTHO HEIGHT -   139.    (meters)      456.    (feet) SCALED
 FF2075  ______________________________________________________________________
 FF2075  GEOID HEIGHT    -        -27.056 (meters)                     GEOID18
 FF2075  LAPLACE CORR    -         -0.98  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF2075.GEOID18 height accuracy estimate available here.
 FF2075
 FF2075.Click photographs - Photos may exist for this station.
 FF2075
 FF2075.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF2075
 FF2075. The following values were computed from the NAD 83(1997) position.
 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     -   0.99998243  x   0.99996790  =   0.99995033
 FF2075!UTM  15      -   0.99998243  x   1.00014073  =   1.00012315
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU0945989279(NAD 83)
 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(1995)-  35 07 28.58970(N)    090 42 04.73356(W) AD(       ) 1
 FF2075  NAD 83(1993)-  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
 FF2075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2075.See file dsdata.pdf to determine how the superseded data were derived.
 FF2075
 FF2075_MARKER: DS = TRIANGULATION STATION DISK
 FF2075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2075_STAMPING: DILLON 1954
 FF2075_MARK LOGO: CGS
 FF2075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF2075+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1924 ***********************************************************************
 FF1924  DESIGNATION -  DITCH
 FF1924  PID         -  FF1924
 FF1924  STATE/COUNTY-  AR/POINSETT
 FF1924  COUNTRY     -  US
 FF1924  USGS QUAD   -  HATCHIE COON (2017)
 FF1924
 FF1924                         *CURRENT SURVEY CONTROL
 FF1924  ______________________________________________________________________
 FF1924* NAD 83(1997) POSITION- 35 40 19.81788(N) 090 22 34.46522(W)   ADJUSTED
 FF1924* NAVD 88 ORTHO HEIGHT -    66.    (meters)      217.    (feet) SCALED
 FF1924  ______________________________________________________________________
 FF1924  GEOID HEIGHT    -        -27.838 (meters)                     GEOID18
 FF1924  LAPLACE CORR    -          0.21  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1924.GEOID18 height accuracy estimate available here.
 FF1924
 FF1924.Click photographs - Photos may exist for this station.
 FF1924
 FF1924.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1924
 FF1924. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999400  x   0.99993711  =   0.99993111
 FF1924!UTM  15      -   0.99999400  x   1.00029499  =   1.00028899
 FF1924
 FF1924:                Primary Azimuth Mark                     Grid Az
 FF1924:SPC AR N     -  DITCH AZ MK                              177 55 40.1
 FF1924:UTM  15      -  DITCH AZ MK                              177 20 30.9
 FF1924
 FF1924_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV3747450760(NAD 83)
 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(1995)-  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
 FF1924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1924.See file dsdata.pdf to determine how the superseded data were derived.
 FF1924
 FF1924_MARKER: DS = TRIANGULATION STATION DISK
 FF1924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1924_STAMPING: DITCH 1954
 FF1924_MARK LOGO: CGS
 FF1924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1924+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1823 ***********************************************************************
 FF1823  DESIGNATION -  DIXIE
 FF1823  PID         -  FF1823
 FF1823  STATE/COUNTY-  AR/WOODRUFF
 FF1823  COUNTRY     -  US
 FF1823  USGS QUAD   -  COTTON PLANT (2017)
 FF1823
 FF1823                         *CURRENT SURVEY CONTROL
 FF1823  ______________________________________________________________________
 FF1823* NAD 83(1997) POSITION- 35 04 50.48950(N) 091 21 47.07546(W)   ADJUSTED
 FF1823* NAVD 88 ORTHO HEIGHT -    56.    (meters)      184.    (feet) SCALED
 FF1823  ______________________________________________________________________
 FF1823  GEOID HEIGHT    -        -27.238 (meters)                     GEOID18
 FF1823  LAPLACE CORR    -          0.94  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1823.GEOID18 height accuracy estimate available here.
 FF1823
 FF1823.Click photographs - Photos may exist for this station.
 FF1823
 FF1823.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1823
 FF1823. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999548  x   0.99997430  =   0.99996978
 FF1823!SPC AR S     -   0.99999548  x   1.00008515  =   1.00008063
 FF1823!UTM  15      -   0.99999548  x   0.99987447  =   0.99986995
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU4923283216(NAD 83)
 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
 FF1823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1823.See file dsdata.pdf to determine how the superseded data were derived.
 FF1823
 FF1823_MARKER: DS = TRIANGULATION STATION DISK
 FF1823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1823_STAMPING: DIXIE 1954
 FF1823_MARK LOGO: CGS
 FF1823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1823+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DR8567 ***********************************************************************
 DR8567  DESIGNATION -  DIXON
 DR8567  PID         -  DR8567
 DR8567  STATE/COUNTY-  AR/FRANKLIN
 DR8567  COUNTRY     -  US
 DR8567  USGS QUAD   -  OZARK (2017)
 DR8567
 DR8567                         *CURRENT SURVEY CONTROL
 DR8567  ______________________________________________________________________
 DR8567* NAD 83(1986) POSITION- 35 29 46.4    (N) 093 50 38.2    (W)   HD_HELD2
 DR8567* NAVD 88 ORTHO HEIGHT -   148.796 (meters)      488.17  (feet) ADJUSTED
 DR8567  ______________________________________________________________________
 DR8567  GEOID HEIGHT    -        -29.209 (meters)                     GEOID18
 DR8567  DYNAMIC HEIGHT  -        148.659 (meters)      487.73  (feet) COMP
 DR8567  MODELED GRAVITY -    979,713.0   (mgal)                       NAVD 88
 DR8567
 DR8567  VERT ORDER      -  SECOND    CLASS I
 DR8567
 DR8567.The horizontal coordinates were established by autonomous hand held GPS
 DR8567.observations and have an estimated accuracy of +/- 10 meters.
 DR8567
 DR8567.The orthometric height was determined by differential leveling and
 DR8567.adjusted by the NATIONAL GEODETIC SURVEY
 DR8567.in February 2023.
 DR8567
 DR8567.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8567.GEOID18 height accuracy estimate available here.
 DR8567
 DR8567.Click photographs - Photos may exist for this station.
 DR8567
 DR8567.The dynamic height is computed by dividing the NAVD 88
 DR8567.geopotential number by the normal gravity value computed on the
 DR8567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR8567.degrees latitude (g = 980.6199 gals.).
 DR8567
 DR8567.The modeled gravity was interpolated from observed gravity values.
 DR8567
 DR8567;                    North         East    Units  Estimated Accuracy
 DR8567;SPC AR N     -   130,579.      232,713.      MT  (+/- 10 meters HH2 GPS)
 DR8567
 DR8567_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV2345528401(NAD 83)
 DR8567
 DR8567                          SUPERSEDED SURVEY CONTROL
 DR8567
 DR8567.No superseded survey control is available for this station.
 DR8567
 DR8567_MARKER: DB = BENCH MARK DISK
 DR8567_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DR8567+WITH SETTING: PAVEMENT
 DR8567_SP_SET: CONCRETE FOUNDATION
 DR8567_STAMPING: DIXON 2022
 DR8567_MARK LOGO: ARHD
 DR8567_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DR8567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR8567+STABILITY: SURFACE MOTION
 DR8567_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR8567+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2022
 DR8567
 DR8567  HISTORY     - Date     Condition        Report By
 DR8567  HISTORY     - 20221102 MONUMENTED       ARHD
 DR8567
 DR8567                          STATION DESCRIPTION
 DR8567
 DR8567'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2022 (JDH)
 DR8567'THE MARK IS LOCATED ABOUT 5.5 MI (8.8 KM) SOUTHEAST OF CRAVENS, 5.4 MI
 DR8567'(8.7 KM) SOUTH OF WATALULA AND 1.1 MI (1.8 KM) NORTHWEST OF OZARK.
 DR8567'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR8567'
 DR8567'TO REACH FROM THE INTERSECTION OF US HIGHWAY 64 AND STATE HIGHWAY 23
 DR8567'N, HEAD NORTH ALONG HIGHWAY 23 FOR 0.50 MI (0.80 KM) TO THE STATION ON
 DR8567'THE LEFT, IN THE CONCRETE BASE OF THE AROZ BASE ARP.
 DR8567'
 DR8567'IT IS 9 FT (2.7 M) NORTHWEST OF ARDOT FENCE CORNER, 2 FT (0.6 M)
 DR8567'NORTHEAST OF AROZ BASE ARP.
 DR8567'
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EK0815 ***********************************************************************
 EK0815  DESIGNATION -  DOBBS
 EK0815  PID         -  EK0815
 EK0815  STATE/COUNTY-  AR/SCOTT
 EK0815  COUNTRY     -  US
 EK0815  USGS QUAD   -  HON (2017)
 EK0815
 EK0815                         *CURRENT SURVEY CONTROL
 EK0815  ______________________________________________________________________
 EK0815* NAD 83(1997) POSITION- 34 58 19.54214(N) 094 12 34.50672(W)   ADJUSTED
 EK0815* NAVD 88 ORTHO HEIGHT -   643.    (meters)     2110.    (feet) SCALED
 EK0815  ______________________________________________________________________
 EK0815  GEOID HEIGHT    -        -30.785 (meters)                     GEOID18
 EK0815  LAPLACE CORR    -          1.10  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0815.GEOID18 height accuracy estimate available here.
 EK0815
 EK0815.Click photographs - Photos may exist for this station.
 EK0815
 EK0815.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0815
 EK0815. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 EK0815:SPC AR N     -  WHITE OAK RM 3                           089 25 48.3
 EK0815:UTM  15      -  WHITE OAK RM 3                           088 50 15.8
 EK0815
 EK0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU8958370616(NAD 83)
 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(1993)-  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
 EK0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0815.See file dsdata.pdf to determine how the superseded data were derived.
 EK0815
 EK0815_MARKER: DS = TRIANGULATION STATION DISK
 EK0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0815_STAMPING: DOBBS 1952
 EK0815_MARK LOGO: CGS
 EK0815_PROJECTION: PROJECTING 10 CENTIMETERS
 EK0815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0815+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0750 ***********************************************************************
 EJ0750  DESIGNATION -  DOE
 EJ0750  PID         -  EJ0750
 EJ0750  STATE/COUNTY-  AR/SALINE
 EJ0750  COUNTRY     -  US
 EJ0750  USGS QUAD   -  BENTON (2017)
 EJ0750
 EJ0750                         *CURRENT SURVEY CONTROL
 EJ0750  ______________________________________________________________________
 EJ0750* NAD 83(1986) POSITION- 34 35 01.     (N) 092 31 34.     (W)   SCALED
 EJ0750* NAVD 88 ORTHO HEIGHT -   119.561 (meters)      392.26  (feet) ADJUSTED
 EJ0750  ______________________________________________________________________
 EJ0750  GEOID HEIGHT    -        -26.380 (meters)                     GEOID18
 EJ0750  DYNAMIC HEIGHT  -        119.448 (meters)      391.89  (feet) COMP
 EJ0750  MODELED GRAVITY -    979,693.5   (mgal)                       NAVD 88
 EJ0750
 EJ0750  VERT ORDER      -  FIRST     CLASS II
 EJ0750
 EJ0750.The horizontal coordinates were scaled from a map and have
 EJ0750.an estimated accuracy of +/- 6 seconds.
 EJ0750
 EJ0750.The orthometric height was determined by differential leveling and
 EJ0750.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0750.in June 1991.
 EJ0750
 EJ0750.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0750.GEOID18 height accuracy estimate available here.
 EJ0750
 EJ0750.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU434269(NAD 83)
 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
 EJ0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0750.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0750
 EJ0750_MARKER: DD = SURVEY DISK
 EJ0750_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0750_STAMPING: DOE 1934
 EJ0750_MARK LOGO: CGS+SS
 EJ0750_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0750
 EJ0750  HISTORY     - Date     Condition        Report By
 EJ0750  HISTORY     - 1934     MONUMENTED       ARGS
 EJ0750  HISTORY     - 1935     GOOD             CGS
 EJ0750  HISTORY     - 1973     MARK NOT FOUND   USGS
 EJ0750  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ0750
 EJ0750                          STATION DESCRIPTION
 EJ0750
 EJ0750'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0750'2.1 MI SOUTHWEST FROM BRYANT ALONG M.P.RY. FROM STATION, ABOUT 185
 EJ0750'FEET SOUTHWEST OF M.P.364-30, 116 FEET NORTH OF SEMAPHORE NO. 3648,
 EJ0750'54.6 FEET NORTHWEST OF NORTHWEST TRACK OF MISSOURI PACIFIC R.R. AND
 EJ0750'45.5 FEET NORTHWEST OF SOUTHWEST SWITCH STAND TO CROSS OVER TRACK.
 EJ0750'TABLET SET 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 = MARCH 20, 2026 22:17:28 EDT
 GF0664 ***********************************************************************
 GF0664  DESIGNATION -  DOLPH
 GF0664  PID         -  GF0664
 GF0664  STATE/COUNTY-  AR/IZARD
 GF0664  COUNTRY     -  US
 GF0664  USGS QUAD   -  PINEVILLE (2017)
 GF0664
 GF0664                         *CURRENT SURVEY CONTROL
 GF0664  ______________________________________________________________________
 GF0664* NAD 83(1997) POSITION- 36 13 11.25103(N) 092 07 25.50295(W)   ADJUSTED
 GF0664* NAVD 88 ORTHO HEIGHT -   307.98  (+/-2cm)     1010.4   (feet) VERTCON3
 GF0664  ______________________________________________________________________
 GF0664  GEOID HEIGHT    -        -28.140 (meters)                     GEOID18
 GF0664  LAPLACE CORR    -          1.68  (seconds)                    DEFLEC18
 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
 GF0664.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0664.GEOID18 height accuracy estimate available here.
 GF0664
 GF0664.The vertical order pertains to the NGVD 29 superseded value.
 GF0664
 GF0664.Click photographs - Photos may exist for this station.
 GF0664
 GF0664.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0664
 GF0664. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 GF0664:SPC AR N     -  SUGAR LOAF MTN                           193 26 50.3
 GF0664:UTM  15      -  SUGAR LOAF MTN                           192 51 27.1
 GF0664
 GF0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA7875508682(NAD 83)
 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             307.86   (m)         1010.0    (f) LEVELING    3  
 GF0664
 GF0664.Superseded values are not recommended for survey control.
 GF0664
 GF0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0664.See file dsdata.pdf to determine how the superseded data were derived.
 GF0664
 GF0664_MARKER: DS = TRIANGULATION STATION DISK
 GF0664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0664_STAMPING: DOLPH 1953
 GF0664_MARK LOGO: CGS
 GF0664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0664+STABILITY: SURFACE MOTION
 GF0664
 GF0664  HISTORY     - Date     Condition        Report By
 GF0664  HISTORY     - 1953     MONUMENTED       CGS
 GF0664  HISTORY     - 20070415 MARK NOT FOUND   ARHD
 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.
 GF0664
 GF0664                          STATION RECOVERY (2007)
 GF0664
 GF0664'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2007 (VJB)
 GF0664'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ2325 ***********************************************************************
 DQ2325  DESIGNATION -  DONNA STROUD
 DQ2325  PID         -  DQ2325
 DQ2325  STATE/COUNTY-  AR/PULASKI
 DQ2325  COUNTRY     -  US
 DQ2325  USGS QUAD   -  NORTH LITTLE ROCK (2017)
 DQ2325
 DQ2325                         *CURRENT SURVEY CONTROL
 DQ2325  ______________________________________________________________________
 DQ2325* NAD 83(1986) POSITION- 34 47 53.9    (N) 092 21 22.1    (W)   HD_HELD2
 DQ2325* NAVD 88 ORTHO HEIGHT -    76.702 (meters)      251.65  (feet) ADJUSTED
 DQ2325  ______________________________________________________________________
 DQ2325  GEOID HEIGHT    -        -26.856 (meters)                     GEOID18
 DQ2325  DYNAMIC HEIGHT  -         76.631 (meters)      251.41  (feet) COMP
 DQ2325  MODELED GRAVITY -    979,705.6   (mgal)                       NAVD 88
 DQ2325
 DQ2325  VERT ORDER      -  FIRST     CLASS II
 DQ2325
 DQ2325.The horizontal coordinates were established by autonomous hand held GPS
 DQ2325.observations and have an estimated accuracy of +/- 10 meters.
 DQ2325
 DQ2325.The orthometric height was determined by differential leveling and
 DQ2325.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2325.in June 2016.
 DQ2325
 DQ2325.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2325.GEOID18 height accuracy estimate available here.
 DQ2325
 DQ2325.Click photographs - Photos may exist for this station.
 DQ2325
 DQ2325.The dynamic height is computed by dividing the NAVD 88
 DQ2325.geopotential number by the normal gravity value computed on the
 DQ2325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2325.degrees latitude (g = 980.6199 gals.).
 DQ2325
 DQ2325.The modeled gravity was interpolated from observed gravity values.
 DQ2325
 DQ2325;                    North         East    Units  Estimated Accuracy
 DQ2325;SPC AR S     -   636,490.      367,409.      MT  (+/- 10 meters HH2 GPS)
 DQ2325
 DQ2325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5889750865(NAD 83)
 DQ2325
 DQ2325                          SUPERSEDED SURVEY CONTROL
 DQ2325
 DQ2325.No superseded survey control is available for this station.
 DQ2325
 DQ2325_MARKER: DD = SURVEY DISK
 DQ2325_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DQ2325_SP_SET: SET IN A MASSIVE RETAINING WALL
 DQ2325_STAMPING: DONNA STROUD 2016
 DQ2325_MARK LOGO: USACE
 DQ2325_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ2325_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2325_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2325+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2019
 DQ2325
 DQ2325  HISTORY     - Date     Condition        Report By
 DQ2325  HISTORY     - 20160505 MONUMENTED       USACE
 DQ2325  HISTORY     - 20190801 GOOD             NGS
 DQ2325
 DQ2325                          STATION DESCRIPTION
 DQ2325
 DQ2325'DESCRIBED BY US ARMY CORPS OF ENGINEERS 2016 (SCC)
 DQ2325'THE STATION IS LOCATED ABOUT 8.2 MI (13.2 KM) EAST-SOUTHEAST OF
 DQ2325'PINNACLE, 5.4 MI (8.7 KM) WEST-NORTHWEST OF NORTH LITTLE ROCK AND 5.2
 DQ2325'MI (8.4 KM) NORTHWEST OF LITTLE ROCK.
 DQ2325'
 DQ2325'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 51 (CRYSTAL HILLS
 DQ2325'ROAD)AND NORTHSHORE DRIVE PROCEED SOUTH 0.12 KM (0.07 MI) TO THE
 DQ2325'INTERSECTION WITH COOKS LANDING ROAD.  TURN RIGHT AND PROCEED
 DQ2325'SOUTHERLY ON ROAD FOR 1.2 KM (0.7 MI) TO THE STATION ON THE RIGHT.
 DQ2325'
 DQ2325'IT IS 16.7 M (54.8 FT) WEST OF THE CENTERLINE OF ROAD, 4.6 M (15.1 FT)
 DQ2325'EAST OF A METAL WITNESS POST AND SIGN L0CATED THE WEST TOP EDGE OF
 DQ2325'LEVY AND ABOUT 1.2 M (3.9 FT) HIGHER THAN THE ROAD.
 DQ2325'
 DQ2325'MONUMENT IS LOCATED IN THE APPROXIMATELY CENTER OF A 4 FT (1.2 M) WIDE
 DQ2325'BURIED DAM RETAINING WALL.
 DQ2325
 DQ2325                          STATION RECOVERY (2019)
 DQ2325
 DQ2325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2019 (BW)
 DQ2325'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL1438 ***********************************************************************
 DL1438  DESIGNATION -  DOWING
 DL1438  PID         -  DL1438
 DL1438  STATE/COUNTY-  AR/NEVADA
 DL1438  COUNTRY     -  US
 DL1438  USGS QUAD   -  LANEBURG (2017)
 DL1438
 DL1438                         *CURRENT SURVEY CONTROL
 DL1438  ______________________________________________________________________
 DL1438* NAD 83(1997) POSITION- 33 44 35.03656(N) 093 20 25.88439(W)   ADJUSTED
 DL1438* NAVD 88 ORTHO HEIGHT -    79.    (meters)      259.    (feet) SCALED
 DL1438  ______________________________________________________________________
 DL1438  GEOID HEIGHT    -        -26.762 (meters)                     GEOID18
 DL1438  LAPLACE CORR    -          1.45  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1438.GEOID18 height accuracy estimate available here.
 DL1438
 DL1438.Click photographs - Photos may exist for this station.
 DL1438
 DL1438.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1438
 DL1438. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999180  x   0.99993132  =   0.99992312
 DL1438!UTM  15      -   0.99999180  x   0.99961226  =   0.99960406
 DL1438
 DL1438:                Primary Azimuth Mark                     Grid Az
 DL1438:SPC AR S     -  DOWING AZ MK                             130 06 23.5
 DL1438:UTM  15      -  DOWING AZ MK                             129 32 43.4
 DL1438
 DL1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT6845833720(NAD 83)
 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(1993)-  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
 DL1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1438.See file dsdata.pdf to determine how the superseded data were derived.
 DL1438
 DL1438_MARKER: DS = TRIANGULATION STATION DISK
 DL1438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1438_STAMPING: DOWING 1941
 DL1438_MARK LOGO: CGS
 DL1438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1438+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 AE7115 ***********************************************************************
 AE7115  FBN         -  This is a Federal Base Network Control Station.
 AE7115  DESIGNATION -  DQUA A
 AE7115  PID         -  AE7115
 AE7115  STATE/COUNTY-  AR/SEVIER
 AE7115  COUNTRY     -  US
 AE7115  USGS QUAD   -  DE QUEEN (2017)
 AE7115
 AE7115                         *CURRENT SURVEY CONTROL
 AE7115  ______________________________________________________________________
 AE7115* NAD 83(2011) POSITION- 34 06 43.65148(N) 094 17 29.25818(W)   ADJUSTED
 AE7115* NAD 83(2011) ELLIP HT-   169.521 (meters)        (06/27/12)   ADJUSTED
 AE7115* NAD 83(2011) EPOCH   -  2010.00
 AE7115* NAVD 88 ORTHO HEIGHT -   197.563 (meters)      648.17  (feet) ADJUSTED
 AE7115  ______________________________________________________________________
 AE7115  GEOID HEIGHT    -        -28.032 (meters)                     GEOID18
 AE7115  NAD 83(2011) X  -   -395,584.391 (meters)                     COMP
 AE7115  NAD 83(2011) Y  - -5,271,612.148 (meters)                     COMP
 AE7115  NAD 83(2011) Z  -  3,556,845.837 (meters)                     COMP
 AE7115  LAPLACE CORR    -          1.35  (seconds)                    DEFLEC18
 AE7115  DYNAMIC HEIGHT  -        197.363 (meters)      647.52  (feet) COMP
 AE7115  MODELED GRAVITY -    979,617.4   (mgal)                       NAVD 88
 AE7115
 AE7115  VERT ORDER      -  FIRST     CLASS II
 AE7115
 AE7115  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AE7115  Standards:
 AE7115         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AE7115            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AE7115  -------------------------------------------------------------------
 AE7115  NETWORK    0.47   1.12           0.21   0.17   0.57      0.18412326
 AE7115  -------------------------------------------------------------------
 AE7115  Click here for local accuracies and other accuracy information.
 AE7115
 AE7115.The horizontal coordinates were established by GPS observations
 AE7115.and adjusted by the National Geodetic Survey in June 2012.
 AE7115
 AE7115.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AE7115.been affixed to the stable North American tectonic plate. See 
 AE7115.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AE7115
 AE7115.The horizontal coordinates are valid at the epoch date displayed above
 AE7115.which is a decimal equivalence of Year/Month/Day.
 AE7115
 AE7115.The orthometric height was determined by differential leveling and
 AE7115.adjusted by the NATIONAL GEODETIC SURVEY
 AE7115.in July 2002.
 AE7115
 AE7115.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE7115.GEOID18 height accuracy estimate available here.
 AE7115
 AE7115.Click photographs - Photos may exist for this station.
 AE7115
 AE7115.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE7115
 AE7115.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE7115
 AE7115.The ellipsoidal height was determined by GPS observations
 AE7115.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 AE7115
 AE7115;                    North         East     Units Scale Factor Converg.
 AE7115;SPC AR S     -   562,685.008   188,617.152   MT  0.99991939   -1 16 57.0
 AE7115;SPC AR S     - 1,846,075.73    618,821.44   sFT  0.99991939   -1 16 57.0
 AE7115;UTM  15      - 3,775,341.241   380,889.569   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT8088975341(NAD 83)
 AE7115
 AE7115|---------------------------------------------------------------------|
 AE7115| PID    Reference Object                     Distance      Geod. Az  |
 AE7115|                                                           dddmmss.s |
 AE7115| AF9579 DEQUEEN 1 CORS ARP                  218.450 METERS 13827     |
 AE7115|---------------------------------------------------------------------|
 AE7115
 AE7115                          SUPERSEDED SURVEY CONTROL
 AE7115
 AE7115  NAD 83(2007)-  34 06 43.65160(N)    094 17 29.25904(W) AD(2002.00) 0
 AE7115  ELLIP H (02/10/07)  169.541  (m)                       GP(2002.00)    
 AE7115  NAD 83(1997)-  34 06 43.65151(N)    094 17 29.25927(W) AD(       ) A
 AE7115  ELLIP H (07/20/01)  169.535  (m)                       GP(       ) 4 1
 AE7115  NAVD 88             197.56   (m)          648.2    (f) LEVELING    3  
 AE7115
 AE7115.Superseded values are not recommended for survey control.
 AE7115
 AE7115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7115.See file dsdata.pdf to determine how the superseded data were derived.
 AE7115
 AE7115_MARKER: F = FLANGE-ENCASED 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 - May 30, 2019
 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  HISTORY     - 20130318 MARK NOT FOUND   NGS
 AE7115  HISTORY     - 20130710 GOOD             USACEL
 AE7115  HISTORY     - 20160316 GOOD             ARHD
 AE7115  HISTORY     - 20190530 GOOD             ARHD
 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.
 AE7115
 AE7115                          STATION RECOVERY (2013)
 AE7115
 AE7115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2013
 AE7115'MARK NOT FOUND. I COULD NOT EVEN FIND ANY SIGN OF THE MARK AND REALLY
 AE7115'HAD NO IDEA WHERE TO LOOK.
 AE7115'
 AE7115
 AE7115                          STATION RECOVERY (2013)
 AE7115
 AE7115'RECOVERY NOTE BY USACE LITTLE ROCK 2013 (RED)
 AE7115'RECOVERED AS DESCRIBED.  OPUS DB OBSERVATIONS ARE PLANNED FOR THIS
 AE7115'SITE, 7/24-25/2013.
 AE7115
 AE7115                          STATION RECOVERY (2016)
 AE7115
 AE7115'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (BAB)
 AE7115'RECOVERED IN GOOD CONDITION.
 AE7115
 AE7115                          STATION RECOVERY (2019)
 AE7115
 AE7115'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2019 (JDH)
 AE7115'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 AE7116 ***********************************************************************
 AE7116  CBN         -  This is a Cooperative Base Network Control Station.
 AE7116  DESIGNATION -  DQUA B
 AE7116  PID         -  AE7116
 AE7116  STATE/COUNTY-  AR/SEVIER
 AE7116  COUNTRY     -  US
 AE7116  USGS QUAD   -  DE QUEEN (2017)
 AE7116
 AE7116                         *CURRENT SURVEY CONTROL
 AE7116  ______________________________________________________________________
 AE7116* NAD 83(2011) POSITION- 34 06 39.95289(N) 094 17 51.45747(W)   ADJUSTED
 AE7116* NAD 83(2011) ELLIP HT-   167.411 (meters)        (06/27/12)   ADJUSTED
 AE7116* NAD 83(2011) EPOCH   -  2010.00
 AE7116* NAVD 88 ORTHO HEIGHT -   195.455 (meters)      641.26  (feet) ADJUSTED
 AE7116  ______________________________________________________________________
 AE7116  GEOID HEIGHT    -        -28.035 (meters)                     GEOID18
 AE7116  NAD 83(2011) X  -   -396,156.406 (meters)                     COMP
 AE7116  NAD 83(2011) Y  - -5,271,631.533 (meters)                     COMP
 AE7116  NAD 83(2011) Z  -  3,556,750.297 (meters)                     COMP
 AE7116  LAPLACE CORR    -          1.40  (seconds)                    DEFLEC18
 AE7116  DYNAMIC HEIGHT  -        195.257 (meters)      640.61  (feet) COMP
 AE7116  MODELED GRAVITY -    979,617.1   (mgal)                       NAVD 88
 AE7116
 AE7116  VERT ORDER      -  FIRST     CLASS II
 AE7116
 AE7116  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AE7116  Standards:
 AE7116         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AE7116            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AE7116  -------------------------------------------------------------------
 AE7116  NETWORK    0.48   1.06           0.21   0.18   0.54      0.18694841
 AE7116  -------------------------------------------------------------------
 AE7116  Click here for local accuracies and other accuracy information.
 AE7116
 AE7116.The horizontal coordinates were established by GPS observations
 AE7116.and adjusted by the National Geodetic Survey in June 2012.
 AE7116
 AE7116.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AE7116.been affixed to the stable North American tectonic plate. See 
 AE7116.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AE7116
 AE7116.The horizontal coordinates are valid at the epoch date displayed above
 AE7116.which is a decimal equivalence of Year/Month/Day.
 AE7116
 AE7116.The orthometric height was determined by differential leveling and
 AE7116.adjusted by the NATIONAL GEODETIC SURVEY
 AE7116.in July 2002.
 AE7116
 AE7116.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE7116.GEOID18 height accuracy estimate available here.
 AE7116
 AE7116.Click photographs - Photos may exist for this station.
 AE7116
 AE7116.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE7116
 AE7116.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE7116
 AE7116.The ellipsoidal height was determined by GPS observations
 AE7116.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 AE7116
 AE7116;                    North         East     Units Scale Factor Converg.
 AE7116;SPC AR S     -   562,583.833   188,045.845   MT  0.99991936   -1 17 09.5
 AE7116;SPC AR S     - 1,845,743.79    616,947.08   sFT  0.99991936   -1 17 09.5
 AE7116;UTM  15      - 3,775,234.522   380,319.356   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  =   0.99975029
 AE7116
 AE7116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT8031975234(NAD 83)
 AE7116
 AE7116                          SUPERSEDED SURVEY CONTROL
 AE7116
 AE7116  NAD 83(2007)-  34 06 39.95301(N)    094 17 51.45834(W) AD(2002.00) 0
 AE7116  ELLIP H (02/10/07)  167.432  (m)                       GP(2002.00)    
 AE7116  NAD 83(1997)-  34 06 39.95292(N)    094 17 51.45856(W) AD(       ) A
 AE7116  ELLIP H (07/20/01)  167.425  (m)                       GP(       ) 4 1
 AE7116  NAVD 88             195.46   (m)          641.3    (f) LEVELING    3  
 AE7116
 AE7116.Superseded values are not recommended for survey control.
 AE7116
 AE7116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7116.See file dsdata.pdf to determine how the superseded data were derived.
 AE7116
 AE7116_MARKER: F = FLANGE-ENCASED 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: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE7116_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE7116_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7116+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2019
 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  HISTORY     - 20190530 GOOD             ARHD
 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.
 AE7116
 AE7116                          STATION RECOVERY (2019)
 AE7116
 AE7116'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2019 (JDH)
 AE7116'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0865 ***********************************************************************
 GF0865  DESIGNATION -  DRAKES
 GF0865  PID         -  GF0865
 GF0865  STATE/COUNTY-  AR/MADISON
 GF0865  COUNTRY     -  US
 GF0865  USGS QUAD   -  HARTWELL (2017)
 GF0865
 GF0865                         *CURRENT SURVEY CONTROL
 GF0865  ______________________________________________________________________
 GF0865* NAD 83(1997) POSITION- 36 01 15.34569(N) 093 46 21.49032(W)   ADJUSTED
 GF0865* NAVD 88 ORTHO HEIGHT -   619.7   (meters)     2033.    (feet) VERTCON3
 GF0865  ______________________________________________________________________
 GF0865  GEOID HEIGHT    -        -27.952 (meters)                     GEOID18
 GF0865  LAPLACE CORR    -          0.54  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0865.GEOID18 height accuracy estimate available here.
 GF0865
 GF0865.Click photographs - Photos may exist for this station.
 GF0865
 GF0865.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0865
 GF0865. The following values were computed from the NAD 83(1997) position.
 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     -   0.99990713  x   0.99996491  =   0.99987204
 GF0865!UTM  15      -   0.99990713  x   0.99965972  =   0.99956688
 GF0865
 GF0865:                Primary Azimuth Mark                     Grid Az
 GF0865:SPC AR N     -  LEHMAN                                   176 38 19.8
 GF0865:UTM  15      -  LEHMAN                                   176 03 42.2
 GF0865
 GF0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV3038186545(NAD 83)
 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(1993)-  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
 GF0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0865.See file dsdata.pdf to determine how the superseded data were derived.
 GF0865
 GF0865_MARKER: DS = TRIANGULATION STATION DISK
 GF0865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0865_STAMPING: DRAKES 1971
 GF0865_MARK LOGO: CGS
 GF0865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0865+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1886 ***********************************************************************
 FF1886  DESIGNATION -  DRASCO
 FF1886  PID         -  FF1886
 FF1886  STATE/COUNTY-  AR/CLEBURNE
 FF1886  COUNTRY     -  US
 FF1886  USGS QUAD   -  DRASCO (2017)
 FF1886
 FF1886                         *CURRENT SURVEY CONTROL
 FF1886  ______________________________________________________________________
 FF1886* NAD 83(1997) POSITION- 35 38 05.60711(N) 091 59 25.30539(W)   ADJUSTED
 FF1886* NAVD 88 ORTHO HEIGHT -   381.    (meters)     1250.    (feet) SCALED
 FF1886  ______________________________________________________________________
 FF1886  GEOID HEIGHT    -        -27.402 (meters)                     GEOID18
 FF1886  LAPLACE CORR    -          2.34  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1886.GEOID18 height accuracy estimate available here.
 FF1886
 FF1886.Click photographs - Photos may exist for this station.
 FF1886
 FF1886.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1886
 FF1886. The following values were computed from the NAD 83(1997) position.
 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     -   0.99994449  x   0.99993632  =   0.99988082
 FF1886!UTM  15      -   0.99994449  x   0.99970298  =   0.99964749
 FF1886
 FF1886:                Primary Azimuth Mark                     Grid Az
 FF1886:SPC AR N     -  IRONS MT                                 354 25 05.7
 FF1886:UTM  15      -  IRONS MT                                 353 50 08.1
 FF1886
 FF1886_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV9141543923(NAD 83)
 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
 FF1886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1886.See file dsdata.pdf to determine how the superseded data were derived.
 FF1886
 FF1886_MARKER: DS = TRIANGULATION STATION DISK
 FF1886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1886_STAMPING: DRASCO 1954
 FF1886_MARK LOGO: CGS
 FF1886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1886+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FE2663 ***********************************************************************
 FE2663  DESIGNATION -  DRIVER
 FE2663  PID         -  FE2663
 FE2663  STATE/COUNTY-  AR/MISSISSIPPI
 FE2663  COUNTRY     -  US
 FE2663  USGS QUAD   -  OSCEOLA (2017)
 FE2663
 FE2663                         *CURRENT SURVEY CONTROL
 FE2663  ______________________________________________________________________
 FE2663* NAD 83(1997) POSITION- 35 41 02.61075(N) 089 58 53.22203(W)   ADJUSTED
 FE2663* NAVD 88 ORTHO HEIGHT -    72.    (meters)      236.    (feet) SCALED
 FE2663  ______________________________________________________________________
 FE2663  GEOID HEIGHT    -        -27.689 (meters)                     GEOID18
 FE2663  LAPLACE CORR    -          0.97  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE2663.GEOID18 height accuracy estimate available here.
 FE2663
 FE2663.Click photographs - Photos may exist for this station.
 FE2663
 FE2663.The Laplace correction was computed from DEFLEC18 derived deflections.
 FE2663
 FE2663. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999304  x   0.99993745  =   0.99993049
 FE2663!SPC TN       -   0.99999304  x   0.99995181  =   0.99994485
 FE2663!UTM  16      -   0.99999304  x   1.00049722  =   1.00049026
 FE2663!UTM  15      -   0.99999304  x   1.00051969  =   1.00051272
 FE2663
 FE2663:                Primary Azimuth Mark                     Grid Az
 FE2663:SPC AR N     -  45/4                                     088 19 27.3
 FE2663:SPC TN       -  45/4                                     091 49 47.0
 FE2663:UTM  16      -  45/4                                     091 14 20.4
 FE2663:UTM  15      -  45/4                                     087 44 13.1
 FE2663
 FE2663_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3018253003(NAD 83)
 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(1995)-  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
 FE2663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2663.See file dsdata.pdf to determine how the superseded data were derived.
 FE2663
 FE2663_MARKER: DS = TRIANGULATION STATION DISK
 FE2663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2663_STAMPING: DRIVER 1929
 FE2663_MARK LOGO: CGS
 FE2663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2663+STABILITY: SURFACE MOTION
 FE2663
 FE2663  HISTORY     - Date     Condition        Report By
 FE2663  HISTORY     - 1929     MONUMENTED       CGS
 FE2663  HISTORY     - 1935     GOOD             CGS
 FE2663  HISTORY     - 20190716 MARK NOT FOUND   ARHD
 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.
 FE2663
 FE2663                          STATION RECOVERY (2019)
 FE2663
 FE2663'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2019 (JDH)
 FE2663'THERE'S A CULTIVATED FIELD THERE NOW AND THE OLD HOUSE IS NOT THERE
 FE2663'EITHER.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FE2664 ***********************************************************************
 FE2664  DESIGNATION -  DRIVER 2
 FE2664  PID         -  FE2664
 FE2664  STATE/COUNTY-  AR/MISSISSIPPI
 FE2664  COUNTRY     -  US
 FE2664  USGS QUAD   -  OSCEOLA (2017)
 FE2664
 FE2664                         *CURRENT SURVEY CONTROL
 FE2664  ______________________________________________________________________
 FE2664* NAD 83(1997) POSITION- 35 41 01.25952(N) 089 58 54.44521(W)   ADJUSTED
 FE2664* NAVD 88 ORTHO HEIGHT -    73.1   (meters)      240.    (feet) VERTCON3
 FE2664  ______________________________________________________________________
 FE2664  GEOID HEIGHT    -        -27.689 (meters)                     GEOID18
 FE2664  LAPLACE CORR    -          0.97  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE2664.GEOID18 height accuracy estimate available here.
 FE2664
 FE2664.Click photographs - Photos may exist for this station.
 FE2664
 FE2664.The Laplace correction was computed from DEFLEC18 derived deflections.
 FE2664
 FE2664. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999287  x   0.99993744  =   0.99993031
 FE2664!SPC TN       -   0.99999287  x   0.99995183  =   0.99994470
 FE2664!UTM  16      -   0.99999287  x   1.00049743  =   1.00049029
 FE2664!UTM  15      -   0.99999287  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_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3014952963(NAD 83)
 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(1995)-  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
 FE2664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2664.See file dsdata.pdf to determine how the superseded data were derived.
 FE2664
 FE2664_MARKER: DS = TRIANGULATION STATION DISK
 FE2664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2664_STAMPING: DRIVER 2 1954
 FE2664_MARK LOGO: CGS
 FE2664_PROJECTION: RECESSED 30 CENTIMETERS
 FE2664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2664+STABILITY: SURFACE MOTION
 FE2664
 FE2664  HISTORY     - Date     Condition        Report By
 FE2664  HISTORY     - 1954     MONUMENTED       CGS
 FE2664  HISTORY     - 1970     GOOD             NGS
 FE2664  HISTORY     - 1979     GOOD             NGS
 FE2664  HISTORY     - 20190716 MARK NOT FOUND   ARHD
 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 FEET
 FE2664'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 THEN
 FE2664'WEST ON U.S. HIGHWAY 61 FOR 1.0 MILE TO A SHARP CURVE WHERE THE
 FE2664'HIGHWAY TURNS LEFT AND SOUTH, TURN LEFT AND GO SOUTH ON THE HIGHWAY
 FE2664'FOR 0.7 MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE SOUTH ON THE
 FE2664'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 FEET
 FE2664'WEST OF THE CENTER-LINE OF THE HIGHWAY.  THE MARK PROJECTS 4 INCHES
 FE2664'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 WEST-SOUTHWEST
 FE2664'OF A POWER-LINE POLE.  THE MARK PROJECTS 3 INCHES AND THE DISK IS
 FE2664'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 FOUND
 FE2664'AND IS ASSUMED DESTROYED.  A NEW AZIMUTH MARK AND REFERENCE MARK 5
 FE2664'WERE SET.  THE DISTANCE AND DIRECTION TO REFERENCE MARK 4 CHECKED.
 FE2664'THE DIRECTION TO ALL AZIMUTH OBJECTS CHECKED EXCEPT TO THE EAST
 FE2664'COMPRESS WATER TANK.  A NEW DESCRIPTION FOLLOWS.
 FE2664'
 FE2664'THE STATION IS LOCATED IN THE EAST EDGE OF A CULTIVATED FIELD, 48 FEET
 FE2664'NORTH NORTHEAST OF A 36 INCH OAK TREE, 40 FEET WEST OF THE CENTERLINE
 FE2664'OF U.S. HIGHWAY 61, 14 FEET WEST OF A METAL WITNESS POST, 272 FEET
 FE2664'NORTH OF THE CENTERLINE OF A GRAVELED ROAD, 144 FEET NORTH OF A FIRE
 FE2664'HYDRANT AND 77 FEET WEST OF A POWER POLE.  THE MONUMENT IS 12 INCHES
 FE2664'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 61
 FE2664'FOR 0.75 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTH ON THE
 FE2664'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 2
 FE2664'NO 4 1954.
 FE2664'
 FE2664'REFERENCE MARK 5 IS 53 FEET NORTHEAST OF THE OAK TREE, 26 FEET WEST OF
 FE2664'THE CENTERLINE OF THE HIGHWAY, 1 FOOT SOUTH OF THE WITNESS POST AND 63
 FE2664'FEET WEST OF THE POWER POLE.  THE MONUMENT IS FLUSH AND THE DISK IS
 FE2664'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 THE
 FE2664'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 WERE
 FE2664'RECOVERED IN GOOD CONDITION.  HOWEVER THE DISTANCE TO REFERENCE MARK 4
 FE2664'WAS NOTED TO BE 0.07 FOOT SHORTER AND 0.021 METER SHORTER.  THE
 FE2664'DISTANCE TO REFERENCE MARK 5 COMPARED FAVORABLY, ALSO THE DISTANCE
 FE2664'BETWEEN THE REFERENCE MARKS COMPARED FAVORABLY TO THE 1970 DATA.
 FE2664'
 FE2664'THE STATION IS LOCATED ABOUT 2.4 KILOMETERES (1.5 MI.) SOUTHWESST FROM
 FE2664'THE OSCEOLA COUNTY COURTHOUSE IN DOWNTOWN OSCEOLA AND AT THE JUNCTION
 FE2664'OF U.S. HIGHWAY 61 AND STATE HIGHWAY 325.
 FE2664'
 FE2664'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61 AND STATE
 FE2664'HIGHWAY 140 IN SOUTHWEST OSCEOLA GO SOUTH ON U.S. HIGHWAY 61 FOR 0.75
 FE2664'MILE (1.2 KM) TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE AHEAD, SOUTH,
 FE2664'FOR 0.2 MILE (0.32 KM) TO THE STATION ON THE RIGHT.
 FE2664'
 FE2664'THE STATION IS A STANDARD CGS DISK STAMPED ---DRIVER 2 1954---, SET
 FE2664'INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER RECESSED
 FE2664'30 CM BELOW THE GROUND.  IT IS LOCATED 83.4 METERS NORTH FROM THE
 FE2664'CENTER OF STATE HIGHWAY 325, 14.45 METERS NORTH-NORTHEAST FROM A 3
 FE2664'FOOT DIAMETER PECAN TREE AND 12.5 METERS WEST FROM THE CENTER OF U.S.
 FE2664'HIGHWAY 61.  THE UNDERGROUND MARK IS A STANDARD CGS DISK STAMPED
 FE2664'---DRIVER 2 1954---, SET INTO AN IRREGULAR MASS OF CONCRETE 1 METERS
 FE2664'BELOW THE SURFACE.
 FE2664'
 FE2664'REFERENCE MARK NUMBER 04 IS A STANDARD CGS DISK STAMPED
 FE2664'---DRIVER 2 NO 4 1954---, SET INTO THE TOP OF A ROUND CONCRETE
 FE2664'MONUMENT 30 CM IN DIAMETER 10 CM BELOW THE GROUND.  IT IS LOCATED 47
 FE2664'METERS SOUTH FROM A 3 FOOT DIAMETER PECAN TREE.  21.5 METERS NORTH
 FE2664'FROM THE CENTER OF STATE HIGHWAY 325, 11.3 METERS WEST FROM THE CENTER
 FE2664'OF U.S. HIGHWAY 61 AND 0.26 METER SOUTHEAST FROM THE METAL WITNESS
 FE2664'POST.  MARK IS LEVEL WITH STATION.
 FE2664'
 FE2664'REFERENCE MARK NUMBER 05 IS A STANDARD CGS DISK STAMPED
 FE2664'---DRIVER 2 NO 5 1954 1970---, SET INTO THE TOP OF A ROUND CONCRETE
 FE2664'MONUMENT 30 CM IN DIAMETER RECESSED 7 CM BELOW THE GROUND.  IT IS
 FE2664'LOCATED 83.5 METERS NORTH FROM THE CENTER OF STATE HIGHWAY 325, 15.9
 FE2664'METERS NORTHEAST FROM  A 3 FOOT DIAMETER PECAN TREE AND 8.3 METERS
 FE2664'WEST FROM THE CENTER OF U.S. HIGHHWAY 61.  MARK IS ABOVE STATION 0.3
 FE2664'METER.
 FE2664'
 FE2664'AZIMUTH MARK NUMBER 01 IS A STANDARD CGS DISK STAMPED
 FE2664'---DRIVER 2 1954 1970---, SET INTO THE TOP OF A SMALL CONCRETE HEAD
 FE2664'WALL WITH WING WALLS.  IT IS LOCATED 11.3 METERS EAST FROM THE CENTER
 FE2664'OF U.S. HIGHWAY 61.  2.8 METERS SOUTH FROM THE CENTER OF THE ENTRANCE
 FE2664'TO THE FIELDS.  1.05 METERS EAST FROM THE WEST END OF THE CONCRETE
 FE2664'HEADWALL.  TO REACH AZIMUTH MARK FROM THE STATION PROCEED NORTH ON
 FE2664'U.S.  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.
 FE2664
 FE2664                          STATION RECOVERY (2019)
 FE2664
 FE2664'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2019 (JDH)
 FE2664'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FE2681 ***********************************************************************
 FE2681  DESIGNATION -  DRIVER 2 AZ MK 2
 FE2681  PID         -  FE2681
 FE2681  STATE/COUNTY-  AR/MISSISSIPPI
 FE2681  COUNTRY     -  US
 FE2681  USGS QUAD   -  OSCEOLA (2017)
 FE2681
 FE2681                         *CURRENT SURVEY CONTROL
 FE2681  ______________________________________________________________________
 FE2681* NAD 83(1997) POSITION- 35 41 12.54150(N) 089 58 53.55759(W)   ADJUSTED
 FE2681* NAVD 88 ORTHO HEIGHT -    74.2   (meters)      243.    (feet) VERTCON3
 FE2681  ______________________________________________________________________
 FE2681  GEOID HEIGHT    -        -27.692 (meters)                     GEOID18
 FE2681  LAPLACE CORR    -          0.95  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE2681.GEOID18 height accuracy estimate available here.
 FE2681
 FE2681.Click photographs - Photos may exist for this station.
 FE2681
 FE2681.The Laplace correction was computed from DEFLEC18 derived deflections.
 FE2681
 FE2681. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3018253310(NAD 83)
 FE2681
 FE2681                          SUPERSEDED SURVEY CONTROL
 FE2681
 FE2681  NAD 83(1995)-  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
 FE2681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2681.See file dsdata.pdf to determine how the superseded data were derived.
 FE2681
 FE2681_MARKER: DZ = AZIMUTH MARK DISK
 FE2681_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FE2681_SP_SET: WINGWALL
 FE2681_STAMPING: DRIVER 2 AZ MK 2 1954 1979
 FE2681_MARK LOGO: NGS
 FE2681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2681+STABILITY: SURFACE MOTION
 FE2681_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE2681+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2008
 FE2681
 FE2681  HISTORY     - Date     Condition        Report By
 FE2681  HISTORY     - 1979     MONUMENTED       NGS
 FE2681  HISTORY     - 20000926 GOOD             USACE
 FE2681  HISTORY     - 20080729 GOOD             USACE
 FE2681  HISTORY     - 20190716 MARK NOT FOUND   ARHD
 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 ARMY CORPS OF ENGINEERS 2000 (JMH)
 FE2681'RECOVERED IN GOOD CONDITION.
 FE2681
 FE2681                          STATION RECOVERY (2008)
 FE2681
 FE2681'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2008 (DLB)
 FE2681'RECOVERED IN GOOD CONDITION.
 FE2681
 FE2681                          STATION RECOVERY (2019)
 FE2681
 FE2681'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2019 (JDH)
 FE2681'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ7185 ***********************************************************************
 DQ7185  PACS        -  This is a Primary Airport Control Station.
 DQ7185  DESIGNATION -  DRP A
 DQ7185  PID         -  DQ7185
 DQ7185  STATE/COUNTY-  AR/ST FRANCIS
 DQ7185  COUNTRY     -  US
 DQ7185  USGS QUAD   -  FORREST CITY (2017)
 DQ7185
 DQ7185                         *CURRENT SURVEY CONTROL
 DQ7185  ______________________________________________________________________
 DQ7185* NAD 83(2011) POSITION- 35 07 14.92396(N) 090 49 31.11985(W)   ADJUSTED
 DQ7185* NAD 83(2011) ELLIP HT-    43.766 (meters)        (01/11/18)   ADJUSTED
 DQ7185* NAD 83(2011) EPOCH   -  2010.00
 DQ7185* NAVD 88 ORTHO HEIGHT -    70.82  (meters)      232.3   (feet) GPS OBS
 DQ7185  ______________________________________________________________________
 DQ7185  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DQ7185  GEOID HEIGHT    -        -27.047 (meters)                     GEOID12B
 DQ7185  GEOID HEIGHT    -        -27.043 (meters)                     GEOID18
 DQ7185  NAD 83(2011) X  -    -75,228.148 (meters)                     COMP
 DQ7185  NAD 83(2011) Y  - -5,222,221.543 (meters)                     COMP
 DQ7185  NAD 83(2011) Z  -  3,648,863.160 (meters)                     COMP
 DQ7185  LAPLACE CORR    -          0.27  (seconds)                    DEFLEC18
 DQ7185
 DQ7185  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ7185  Standards:
 DQ7185         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ7185            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ7185  -------------------------------------------------------------------
 DQ7185  NETWORK    0.39   0.96           0.17   0.15   0.49     -0.03064045
 DQ7185  -------------------------------------------------------------------
 DQ7185  Click here for local accuracies and other accuracy information.
 DQ7185
 DQ7185.This mark is at Delta Regional Airport  (DRP)
 DQ7185
 DQ7185.The horizontal coordinates were established by GPS observations
 DQ7185.and adjusted by the MICHAEL BAKER INTERNATIONAL in January 2018.
 DQ7185
 DQ7185.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ7185.been affixed to the stable North American tectonic plate. See 
 DQ7185.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ7185
 DQ7185.The horizontal coordinates are valid at the epoch date displayed above
 DQ7185.which is a decimal equivalence of Year/Month/Day.
 DQ7185
 DQ7185.The orthometric height was determined by GPS observations and a
 DQ7185.high-resolution geoid model.
 DQ7185
 DQ7185.GPS derived orthometric heights for airport stations designated as
 DQ7185.PACS or SACS are published to 2 decimal places.  This maintains
 DQ7185.centimeter relative accuracy between the PACS and SACS.  It does
 DQ7185.not indicate centimeter accuracy relative to other marks which are
 DQ7185.part of the published vertical control network.
 DQ7185
 DQ7185.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7185.GEOID18 height accuracy estimate available here.
 DQ7185
 DQ7185.Click photographs - Photos may exist for this station.
 DQ7185
 DQ7185.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ7185
 DQ7185.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ7185
 DQ7185.The ellipsoidal height was determined by GPS observations
 DQ7185.and is referenced to NAD 83.
 DQ7185
 DQ7185. The following values were computed from the NAD 83(2011) position.
 DQ7185
 DQ7185;                    North         East     Units Scale Factor Converg.
 DQ7185;SPC AR N     -    88,002.914   507,071.430   MT  0.99996843   +0 41 00.8
 DQ7185;SPC AR N     -   288,722.89  1,663,616.85   sFT  0.99996843   +0 41 00.8
 DQ7185;UTM  15      - 3,888,605.013   698,168.071   MT  1.00008400   +1 15 05.4
 DQ7185
 DQ7185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ7185!SPC AR N     -   0.99999313  x   0.99996843  =   0.99996156
 DQ7185!UTM  15      -   0.99999313  x   1.00008400  =   1.00007713
 DQ7185
 DQ7185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU9816888605(NAD 83)
 DQ7185
 DQ7185                          SUPERSEDED SURVEY CONTROL
 DQ7185
 DQ7185.No superseded survey control is available for this station.
 DQ7185
 DQ7185_MARKER: F = FLANGE-ENCASED ROD
 DQ7185_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DQ7185_STAMPING: DRP A 2016
 DQ7185_MARK LOGO: NONE
 DQ7185_PROJECTION: RECESSED 4 CENTIMETERS
 DQ7185_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ7185_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ7185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7185+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2016
 DQ7185_ROD/PIPE-DEPTH: 8.5 meters
 DQ7185_SLEEVE-DEPTH  : 1 meters
 DQ7185
 DQ7185  HISTORY     - Date     Condition        Report By
 DQ7185  HISTORY     - 20161210 MONUMENTED       BAKER
 DQ7185
 DQ7185                          STATION DESCRIPTION
 DQ7185
 DQ7185'DESCRIBED BY M BAKER JR INCORPORATED 2016 (MT)
 DQ7185'STATION IS LOCATED ABOUT 12.90 KM (8.02 MI) NORTHWEST OF FORREST CITY,
 DQ7185'11.92 KM (7.41 MI) SOUTHWEST OF WYNNE AND ABOUT 1.74 KM (1.08 MI)
 DQ7185'SOUTHWEST OF COLT ON THE DELTA REGIONAL AIRPORT PROPERTY. CONTACT
 DQ7185'AIRPORT MANAGER JOHN KERR AT 870-208-8508. ADDRESS - 21 CR703 WYNNE,
 DQ7185'AR. 72376.
 DQ7185'
 DQ7185'TO REACH STATION FROM THE INTERSECTION OF STATE ROAD 306 AND HIGHWAY 1
 DQ7185'AT THE FIRST NATIONAL BANK, GO SOUTH ON HIGHWAY 1 FOR 0.63 KM (0.39
 DQ7185'MI)AND TURN RIGHT ONTO AIRPORT ROAD JUST SOUTH OF U.S. POST OFFICE,
 DQ7185'CONTINUE WEST THIS ROAD FOR 0.83 KM (0.52 MI) TO THE GATE AT ENTRANCE
 DQ7185'TO DELTA REGIONAL AIRPORT, PROCEED 0.52 KM (0.32 MI) TO THE TAXIWAY,
 DQ7185'THEN SOUTH ALONG TAXIWAY 0.44 KM (0.27 MI) TO THE STATION ON THE
 DQ7185'RIGHT.
 DQ7185'
 DQ7185'THE STATION IS THE TOP-CENTER OF A 1.43 CM (9/16 IN)STAINLESS STEEL
 DQ7185'ROD DRIVEN TO REFUSAL DEPTH OF 9 M (29.5 FT). THE LOGO CAP IS STAMPED
 DQ7185'- DRP A 2016 - THE LOGO CAP IS MOUNTED ON A 15.24 CM (6 IN) DIAMETER
 DQ7185'PVC PIPE. A 1 M (3.3 FT) LONG GREASE-FILLED SLEEVE WAS INSTALLED. LOGO
 DQ7185'CAP IS FLUSH WITH THE GROUND AND TOP OF ROD IS 10 CM (4 INCHES) BELOW
 DQ7185'THE TOP OF THE LOGO CAP. THE MARK IS 107 M (351.0 FT) EAST OF CL OF
 DQ7185'RUNWAY 18-36, 57.02 M (187.1 FT)NORTH OF TAXIWAY LIGHT TWA 145, 56.94
 DQ7185'M (186.8 FT) SOUTH OF TAXIWAY LIGHT TWA 147, 14.4 M (47.2 FT) WEST OF
 DQ7185'TAXIWAY CENTERLINE AND 2.56 M (8.4 FT) EAST OF A WITNESS POST.
 DQ7185'THIS STATION IS DESIGNATED AS A PRIMARY ARIPORT CONTROL STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ7184 ***********************************************************************
 DQ7184  SACS        -  This is a Secondary Airport Control Station.
 DQ7184  DESIGNATION -  DRP B
 DQ7184  PID         -  DQ7184
 DQ7184  STATE/COUNTY-  AR/ST FRANCIS
 DQ7184  COUNTRY     -  US
 DQ7184  USGS QUAD   -  FORREST CITY (2017)
 DQ7184
 DQ7184                         *CURRENT SURVEY CONTROL
 DQ7184  ______________________________________________________________________
 DQ7184* NAD 83(2011) POSITION- 35 06 59.70495(N) 090 49 31.47030(W)   ADJUSTED
 DQ7184* NAD 83(2011) ELLIP HT-    42.197 (meters)        (01/11/18)   ADJUSTED
 DQ7184* NAD 83(2011) EPOCH   -  2010.00
 DQ7184* NAVD 88 ORTHO HEIGHT -    69.25  (meters)      227.2   (feet) GPS OBS
 DQ7184  ______________________________________________________________________
 DQ7184  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DQ7184  GEOID HEIGHT    -        -27.042 (meters)                     GEOID12B
 DQ7184  GEOID HEIGHT    -        -27.038 (meters)                     GEOID18
 DQ7184  NAD 83(2011) X  -    -75,240.889 (meters)                     COMP
 DQ7184  NAD 83(2011) Y  - -5,222,489.915 (meters)                     COMP
 DQ7184  NAD 83(2011) Z  -  3,648,478.621 (meters)                     COMP
 DQ7184  LAPLACE CORR    -          0.29  (seconds)                    DEFLEC18
 DQ7184
 DQ7184  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ7184  Standards:
 DQ7184         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ7184            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ7184  -------------------------------------------------------------------
 DQ7184  NETWORK    0.60   1.61           0.26   0.23   0.82     -0.11709598
 DQ7184  -------------------------------------------------------------------
 DQ7184  Click here for local accuracies and other accuracy information.
 DQ7184
 DQ7184.This mark is at Delta Regional Airport  (DRP)
 DQ7184
 DQ7184.The horizontal coordinates were established by GPS observations
 DQ7184.and adjusted by the MICHAEL BAKER INTERNATIONAL in January 2018.
 DQ7184
 DQ7184.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ7184.been affixed to the stable North American tectonic plate. See 
 DQ7184.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ7184
 DQ7184.The horizontal coordinates are valid at the epoch date displayed above
 DQ7184.which is a decimal equivalence of Year/Month/Day.
 DQ7184
 DQ7184.The orthometric height was determined by GPS observations and a
 DQ7184.high-resolution geoid model.
 DQ7184
 DQ7184.GPS derived orthometric heights for airport stations designated as
 DQ7184.PACS or SACS are published to 2 decimal places.  This maintains
 DQ7184.centimeter relative accuracy between the PACS and SACS.  It does
 DQ7184.not indicate centimeter accuracy relative to other marks which are
 DQ7184.part of the published vertical control network.
 DQ7184
 DQ7184.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7184.GEOID18 height accuracy estimate available here.
 DQ7184
 DQ7184.Click photographs - Photos may exist for this station.
 DQ7184
 DQ7184.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ7184
 DQ7184.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ7184
 DQ7184.The ellipsoidal height was determined by GPS observations
 DQ7184.and is referenced to NAD 83.
 DQ7184
 DQ7184. The following values were computed from the NAD 83(2011) position.
 DQ7184
 DQ7184;                    North         East     Units Scale Factor Converg.
 DQ7184;SPC AR N     -    87,533.845   507,068.152   MT  0.99996903   +0 41 00.6
 DQ7184;SPC AR N     -   287,183.96  1,663,606.10   sFT  0.99996903   +0 41 00.6
 DQ7184;UTM  15      - 3,888,135.881   698,169.443   MT  1.00008401   +1 15 04.8
 DQ7184
 DQ7184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ7184!SPC AR N     -   0.99999338  x   0.99996903  =   0.99996241
 DQ7184!UTM  15      -   0.99999338  x   1.00008401  =   1.00007739
 DQ7184
 DQ7184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU9816988135(NAD 83)
 DQ7184
 DQ7184                          SUPERSEDED SURVEY CONTROL
 DQ7184
 DQ7184.No superseded survey control is available for this station.
 DQ7184
 DQ7184_MARKER: DH = HORIZONTAL CONTROL DISK
 DQ7184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ7184_STAMPING: DRP B 2016
 DQ7184_MARK LOGO: NGS
 DQ7184_PROJECTION: RECESSED 1 CENTIMETERS
 DQ7184_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ7184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ7184+STABILITY: SURFACE MOTION
 DQ7184_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7184+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2016
 DQ7184
 DQ7184  HISTORY     - Date     Condition        Report By
 DQ7184  HISTORY     - 20160926 MONUMENTED       BAKER
 DQ7184
 DQ7184                          STATION DESCRIPTION
 DQ7184
 DQ7184'DESCRIBED BY M BAKER JR INCORPORATED 2016 (MT)
 DQ7184'STATION IS LOCATED ABOUT 12.90 KM (8.02 MI) NORTHWEST OF FORREST CITY,
 DQ7184'11.92 KM (7.41 MI) SOUTHWEST OF WYNNE AND ABOUT 1.74 KM (1.08 MI)
 DQ7184'SOUTHWEST OF COLT ON THE DELTA REGIONAL AIRPORT PROPERTY. CONTACT
 DQ7184'AIRPORT MANAGER JOHN KERR AT 870-208-8508.  ADDRESS - 21 CR703 WYNNE,
 DQ7184'AR. 72376.
 DQ7184'
 DQ7184'TO REACH STATION FROM THE INTERSECTION OF STATE ROAD 306 AND HIGHWAY 1
 DQ7184'AND THE FIRST NATIONAL BANK, GO SOUTH ON HIGHWAY 1 FOR 0.63 KM (0.39
 DQ7184'MI)AND TURN RIGHT ONTO AIRPORT ROAD JUST SOUTH OF U.S. POST OFFICE,
 DQ7184'CONTINUE WEST THIS ROAD FOR 0.83 KM (0.52 MI) TO THE GATE AT ENTRANCE
 DQ7184'TO DELTA REGIONAL AIRPORT, PROCEED 0.52 KM (0.32 MI) TO THE TAXIWAY,
 DQ7184'THEN NORTH ALONG TAXIWAY 43.43 M (142.5 FT) TO THE STATION ON THE
 DQ7184'LEFT.
 DQ7184'
 DQ7184'THE STATION IS AN NATIONAL GEODETIC SURVEY HORIZONTAL DISK, STAMPED -
 DQ7184'DRP B 2016 - SET IN A CONCRETE MONUMENT 1.2 M (4.0 FT) DEEP AND 0.3048
 DQ7184'M (1.0 FT) IN DIAMETER. IT IS SET FLUSH WITH THE GROUND. THE MARK IS
 DQ7184'106.4 M (349.0 FT) EAST OF CL OF RUNWAY 18-36, 43.98 M (144.3 FT)
 DQ7184'NORTH OF TAXIWAY LIGHT TWA 49, 39.81 M (130.6 FT) SOUTH OF TAXIWAY
 DQ7184'LIGHT TWA 53, 15.5 M (51.0 FT)WEST OF TAXIWAY CENTERLINE, AND 1.80 M
 DQ7184'(5.9 FT) EAST OF A WITNESS POST.
 DQ7184'THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ7183 ***********************************************************************
 DQ7183  SACS        -  This is a Secondary Airport Control Station.
 DQ7183  DESIGNATION -  DRP C
 DQ7183  PID         -  DQ7183
 DQ7183  STATE/COUNTY-  AR/ST FRANCIS
 DQ7183  COUNTRY     -  US
 DQ7183  USGS QUAD   -  WYNNE (2017)
 DQ7183
 DQ7183                         *CURRENT SURVEY CONTROL
 DQ7183  ______________________________________________________________________
 DQ7183* NAD 83(2011) POSITION- 35 07 30.92917(N) 090 49 30.93532(W)   ADJUSTED
 DQ7183* NAD 83(2011) ELLIP HT-    44.465 (meters)        (01/11/18)   ADJUSTED
 DQ7183* NAD 83(2011) EPOCH   -  2010.00
 DQ7183* NAVD 88 ORTHO HEIGHT -    71.53  (meters)      234.7   (feet) GPS OBS
 DQ7183  ______________________________________________________________________
 DQ7183  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DQ7183  GEOID HEIGHT    -        -27.053 (meters)                     GEOID12B
 DQ7183  GEOID HEIGHT    -        -27.049 (meters)                     GEOID18
 DQ7183  NAD 83(2011) X  -    -75,219.397 (meters)                     COMP
 DQ7183  NAD 83(2011) Y  - -5,221,938.432 (meters)                     COMP
 DQ7183  NAD 83(2011) Z  -  3,649,266.994 (meters)                     COMP
 DQ7183  LAPLACE CORR    -          0.25  (seconds)                    DEFLEC18
 DQ7183
 DQ7183  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ7183  Standards:
 DQ7183         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ7183            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ7183  -------------------------------------------------------------------
 DQ7183  NETWORK    0.57   1.49           0.25   0.21   0.76     -0.10879930
 DQ7183  -------------------------------------------------------------------
 DQ7183  Click here for local accuracies and other accuracy information.
 DQ7183
 DQ7183.This mark is at Delta Regional Airport  (DRP)
 DQ7183
 DQ7183.The horizontal coordinates were established by GPS observations
 DQ7183.and adjusted by the MICHAEL BAKER INTERNATIONAL in January 2018.
 DQ7183
 DQ7183.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ7183.been affixed to the stable North American tectonic plate. See 
 DQ7183.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ7183
 DQ7183.The horizontal coordinates are valid at the epoch date displayed above
 DQ7183.which is a decimal equivalence of Year/Month/Day.
 DQ7183
 DQ7183.The orthometric height was determined by GPS observations and a
 DQ7183.high-resolution geoid model.
 DQ7183
 DQ7183.GPS derived orthometric heights for airport stations designated as
 DQ7183.PACS or SACS are published to 2 decimal places.  This maintains
 DQ7183.centimeter relative accuracy between the PACS and SACS.  It does
 DQ7183.not indicate centimeter accuracy relative to other marks which are
 DQ7183.part of the published vertical control network.
 DQ7183
 DQ7183.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7183.GEOID18 height accuracy estimate available here.
 DQ7183
 DQ7183.Click photographs - Photos may exist for this station.
 DQ7183
 DQ7183.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ7183
 DQ7183.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ7183
 DQ7183.The ellipsoidal height was determined by GPS observations
 DQ7183.and is referenced to NAD 83.
 DQ7183
 DQ7183. The following values were computed from the NAD 83(2011) position.
 DQ7183
 DQ7183;                    North         East     Units Scale Factor Converg.
 DQ7183;SPC AR N     -    88,496.158   507,070.218   MT  0.99996781   +0 41 00.9
 DQ7183;SPC AR N     -   290,341.15  1,663,612.87   sFT  0.99996781   +0 41 00.9
 DQ7183;UTM  15      - 3,889,098.279   698,161.968   MT  1.00008397   +1 15 06.0
 DQ7183
 DQ7183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ7183!SPC AR N     -   0.99999302  x   0.99996781  =   0.99996083
 DQ7183!UTM  15      -   0.99999302  x   1.00008397  =   1.00007699
 DQ7183
 DQ7183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU9816189098(NAD 83)
 DQ7183
 DQ7183                          SUPERSEDED SURVEY CONTROL
 DQ7183
 DQ7183.No superseded survey control is available for this station.
 DQ7183
 DQ7183_MARKER: DH = HORIZONTAL CONTROL DISK
 DQ7183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ7183_STAMPING: DRP C 2016
 DQ7183_MARK LOGO: NGS
 DQ7183_PROJECTION: FLUSH
 DQ7183_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ7183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ7183+STABILITY: SURFACE MOTION
 DQ7183_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7183+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2016
 DQ7183
 DQ7183  HISTORY     - Date     Condition        Report By
 DQ7183  HISTORY     - 20160926 MONUMENTED       BAKER
 DQ7183
 DQ7183                          STATION DESCRIPTION
 DQ7183
 DQ7183'DESCRIBED BY M BAKER JR INCORPORATED 2016 (MT)
 DQ7183'STATION IS LOCATED ABOUT 12.90 KM (8.02 MI) NORTHWEST OF FORREST CITY,
 DQ7183'11.92 KM (7.41 MI) SOUTHWEST OF WYNNE AND ABOUT 1.74 KM (1.08 MI)
 DQ7183'SOUTHWEST OF COLT ON THE DELTA REGIONAL AIRPORT PROPERTY. CONTACT
 DQ7183'AIRPORT MANAGER JOHN KERR AT 870-208-8508. ADDRESS - 21 CR703 WYNNE,
 DQ7183'AR. 72376.
 DQ7183'
 DQ7183'TO REACH STATION FROM THE INTERSECTION OF STATE ROAD 306 AND HIGHWAY 1
 DQ7183'AND THE FIRST NATIONAL BANK, GO SOUTH ON HIGHWAY 1 FOR 0.63 KM (0.39
 DQ7183'MI)AND TURN RIGHT ONTO AIRPORT ROAD JUST SOUTH OF U.S. POST OFFICE,
 DQ7183'CONTINUE WEST THIS ROAD FOR 0.83 KM (0.52 MI) TO THE GATE AT ENTRANCE
 DQ7183'TO DELTA REGIONAL AIRPORT, PROCEED 0.52 KM (0.32 MI) TO THE TAXIWAY,
 DQ7183'THEN SOUTH ALONG TAXIWAY 0.80 KM (0.5 MI) TO THE STATION ON THE RIGHT.
 DQ7183'THE STATION IS AN NATIONAL GEODETIC SURVEY HORIZONTAL DISK, STAMPED -
 DQ7183'DRP C 2016 - SET IN A CONCRETE MONUMENT 1.2 M (4.0 FT) DEEP AND 0.30 M
 DQ7183'(1.0 FT) IN DIAMETER.IT IS SET FLUSH WITH THE GROUND. THE MARK IS
 DQ7183'104.2 M (342.0 FT) EAST OF CL OF RUNWAY 18-36, 17.71 (58.1 FT)WEST OF
 DQ7183'TAXIWAY CENTERLINE, 44.90 M (147.3 FT) NORTH OF TAXIWAY LIGHT TWA 131,
 DQ7183'27.10 M (88.9 FT) FROM THE SOUTH END OF 18 IN RCP UNDER CROSS-OVER TO
 DQ7183'MAIN RUNWAY 18-36, 18.44 M (60.5 FT) SOUTH OF TAXIWAY LIGHT TWA 133
 DQ7183'AND 0.46 M (1.5 FT) EAST OF A WITNESS POST.  THIS STATION IS
 DQ7183'DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF2133 ***********************************************************************
 FF2133  DESIGNATION -  DRYDEN
 FF2133  PID         -  FF2133
 FF2133  STATE/COUNTY-  AR/CRAIGHEAD
 FF2133  COUNTRY     -  US
 FF2133  USGS QUAD   -  CASH (2017)
 FF2133
 FF2133                         *CURRENT SURVEY CONTROL
 FF2133  ______________________________________________________________________
 FF2133* NAD 83(1997) POSITION- 35 50 40.15385(N) 090 53 54.71541(W)   ADJUSTED
 FF2133* NAVD 88 ORTHO HEIGHT -    75.    (meters)      246.    (feet) SCALED
 FF2133  ______________________________________________________________________
 FF2133  GEOID HEIGHT    -        -27.822 (meters)                     GEOID18
 FF2133  LAPLACE CORR    -          0.16  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF2133.GEOID18 height accuracy estimate available here.
 FF2133
 FF2133.Click photographs - Photos may exist for this station.
 FF2133
 FF2133.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF2133
 FF2133. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 FF2133:SPC AR N     -  DRYDEN AZ MK                             271 58 15.8
 FF2133:UTM  15      -  DRYDEN AZ MK                             271 22 51.7
 FF2133
 FF2133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV8978468738(NAD 83)
 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(1995)-  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
 FF2133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2133.See file dsdata.pdf to determine how the superseded data were derived.
 FF2133
 FF2133_MARKER: DS = TRIANGULATION STATION DISK
 FF2133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2133_STAMPING: DRYDEN 1954
 FF2133_MARK LOGO: CGS
 FF2133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF2133+STABILITY: SURFACE MOTION
 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             USACE
 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 ARMY CORPS OF 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 = MARCH 20, 2026 22:17:28 EDT
 EK0857 ***********************************************************************
 EK0857  DESIGNATION -  DUCKETT
 EK0857  PID         -  EK0857
 EK0857  STATE/COUNTY-  AR/HOWARD
 EK0857  COUNTRY     -  US
 EK0857  USGS QUAD   -  BAKER SPRINGS (2017)
 EK0857
 EK0857                         *CURRENT SURVEY CONTROL
 EK0857  ______________________________________________________________________
 EK0857* NAD 83(1997) POSITION- 34 17 33.74562(N) 094 14 42.30288(W)   ADJUSTED
 EK0857* NAVD 88 ORTHO HEIGHT -   305.    (meters)     1001.    (feet) SCALED
 EK0857  ______________________________________________________________________
 EK0857  GEOID HEIGHT    -        -28.662 (meters)                     GEOID18
 EK0857  LAPLACE CORR    -          2.79  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0857.GEOID18 height accuracy estimate available here.
 EK0857
 EK0857.Click photographs - Photos may exist for this station.
 EK0857
 EK0857.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0857
 EK0857. The following values were computed from the NAD 83(1997) position.
 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  =   0.99971848
 EK0857
 EK0857:                Primary Azimuth Mark                     Grid Az
 EK0857:SPC AR S     -  DUCKETT AZ MK                            134 34 33.5
 EK0857:UTM  15      -  DUCKETT AZ MK                            134 01 15.6
 EK0857
 EK0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT8541195313(NAD 83)
 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(1993)-  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
 EK0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0857.See file dsdata.pdf to determine how the superseded data were derived.
 EK0857
 EK0857_MARKER: DS = TRIANGULATION STATION DISK
 EK0857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0857_STAMPING: DUCKETT 1952
 EK0857_MARK LOGO: CGS
 EK0857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0857+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0709 ***********************************************************************
 GF0709  DESIGNATION -  DUFF
 GF0709  PID         -  GF0709
 GF0709  STATE/COUNTY-  AR/SEARCY
 GF0709  COUNTRY     -  US
 GF0709  USGS QUAD   -  SAINT JOE (2017)
 GF0709
 GF0709                         *CURRENT SURVEY CONTROL
 GF0709  ______________________________________________________________________
 GF0709* NAD 83(1997) POSITION- 36 00 04.17850(N) 092 45 55.08020(W)   ADJUSTED
 GF0709* NAVD 88 ORTHO HEIGHT -   280.    (meters)      919.    (feet) SCALED
 GF0709  ______________________________________________________________________
 GF0709  GEOID HEIGHT    -        -28.327 (meters)                     GEOID18
 GF0709  LAPLACE CORR    -          0.15  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0709.GEOID18 height accuracy estimate available here.
 GF0709
 GF0709.Click photographs - Photos may exist for this station.
 GF0709
 GF0709.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0709
 GF0709. The following values were computed from the NAD 83(1997) position.
 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     -   0.99996048  x   0.99996234  =   0.99992282
 GF0709!UTM  15      -   0.99996048  x   0.99960551  =   0.99956601
 GF0709
 GF0709:                Primary Azimuth Mark                     Grid Az
 GF0709:SPC AR N     -  DUFF AZ MK                               294 39 59.7
 GF0709:UTM  15      -  DUFF AZ MK                               294 04 59.9
 GF0709
 GF0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV2115284102(NAD 83)
 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
 GF0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0709.See file dsdata.pdf to determine how the superseded data were derived.
 GF0709
 GF0709_MARKER: DS = TRIANGULATION STATION DISK
 GF0709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0709_STAMPING: DUFF 1953
 GF0709_MARK LOGO: CGS
 GF0709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0709+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0701 ***********************************************************************
 GF0701  DESIGNATION -  DUGGIN
 GF0701  PID         -  GF0701
 GF0701  STATE/COUNTY-  AR/MARION
 GF0701  COUNTRY     -  US
 GF0701  USGS QUAD   -  COTTER NW (2017)
 GF0701
 GF0701                         *CURRENT SURVEY CONTROL
 GF0701  ______________________________________________________________________
 GF0701* NAD 83(1997) POSITION- 36 29 51.83513(N) 092 42 33.75701(W)   ADJUSTED
 GF0701* NAVD 88 ORTHO HEIGHT -   283.    (meters)      928.    (feet) SCALED
 GF0701  ______________________________________________________________________
 GF0701  GEOID HEIGHT    -        -28.493 (meters)                     GEOID18
 GF0701  LAPLACE CORR    -          0.70  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0701.GEOID18 height accuracy estimate available here.
 GF0701
 GF0701.Click photographs - Photos may exist for this station.
 GF0701
 GF0701.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0701
 GF0701. The following values were computed from the NAD 83(1997) position.
 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  =   1.00002301
 GF0701!SPC MO C     -   0.99996004  x   0.99993767  =   0.99989771
 GF0701!UTM  15      -   0.99996004  x   0.99960835  =   0.99956841
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA2602739195(NAD 83)
 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
 GF0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0701.See file dsdata.pdf to determine how the superseded data were derived.
 GF0701
 GF0701_MARKER: DS = TRIANGULATION STATION DISK
 GF0701_SETTING: 66 = SET IN ROCK OUTCROP
 GF0701_STAMPING: DUGGIN 1953
 GF0701_MARK LOGO: CGS
 GF0701_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GF0701+STABILITY: POSITION/ELEVATION WELL
 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 = MARCH 20, 2026 22:17:28 EDT
 DP8104 ***********************************************************************
 DP8104  DESIGNATION -  DUKE
 DP8104  PID         -  DP8104
 DP8104  STATE/COUNTY-  AR/SEARCY
 DP8104  COUNTRY     -  US
 DP8104  USGS QUAD   -  SNOWBALL (2017)
 DP8104
 DP8104                         *CURRENT SURVEY CONTROL
 DP8104  ______________________________________________________________________
 DP8104* NAD 83(1986) POSITION- 35 53 26.43   (N) 092 49 31.61   (W)   HD_HELD1
 DP8104* NAVD 88 ORTHO HEIGHT -   239.633 (meters)      786.20  (feet) ADJUSTED
 DP8104  ______________________________________________________________________
 DP8104  GEOID HEIGHT    -        -28.165 (meters)                     GEOID18
 DP8104  DYNAMIC HEIGHT  -        239.415 (meters)      785.48  (feet) COMP
 DP8104  MODELED GRAVITY -    979,716.7   (mgal)                       NAVD 88
 DP8104
 DP8104  VERT ORDER      -  SECOND    CLASS I
 DP8104
 DP8104.The horizontal coordinates were determined by differentially corrected
 DP8104.hand held GPS observations or other comparable positioning techniques
 DP8104.and have an estimated accuracy of +/- 3 meters.
 DP8104
 DP8104.The orthometric height was determined by differential leveling and
 DP8104.adjusted by the NATIONAL GEODETIC SURVEY
 DP8104.in October 2015.
 DP8104
 DP8104.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8104.GEOID18 height accuracy estimate available here.
 DP8104
 DP8104.Click photographs - Photos may exist for this station.
 DP8104
 DP8104.The dynamic height is computed by dividing the NAVD 88
 DP8104.geopotential number by the normal gravity value computed on the
 DP8104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8104.degrees latitude (g = 980.6199 gals.).
 DP8104
 DP8104.The modeled gravity was interpolated from observed gravity values.
 DP8104
 DP8104;                    North         East    Units  Estimated Accuracy
 DP8104;SPC AR N     -   173,088.0     325,476.6     MT  (+/- 3 meters HH1 GPS) 
 DP8104
 DP8104_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV1575371836(NAD 83)
 DP8104
 DP8104                          SUPERSEDED SURVEY CONTROL
 DP8104
 DP8104.No superseded survey control is available for this station.
 DP8104
 DP8104_MARKER: DB = BENCH MARK DISK
 DP8104_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DP8104_SP_SET: BRIDGE DECK
 DP8104_STAMPING: DUKE 2015
 DP8104_MARK LOGO: ARHD
 DP8104_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP8104_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8104_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8104+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2015
 DP8104
 DP8104  HISTORY     - Date     Condition        Report By
 DP8104  HISTORY     - 20150402 MONUMENTED       ARHD
 DP8104
 DP8104                          STATION DESCRIPTION
 DP8104
 DP8104'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 DP8104'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) WEST-NORTHWEST OF
 DP8104'CANAAN, 4.0 MI (6.4 KM) EAST-SOUTHEAST OF EULA AND 1.1 MI (1.8 KM)
 DP8104'SOUTH OF SNOWBALL.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DP8104'
 DP8104'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 377 AND STATE HIGHWAY
 DP8104'74, GO SOUTH ON HIGHWAY 377 FOR 1.15 MI (1.9 KM) THEN TURN LEFT ON
 DP8104'LICK FORK ROAD AND GO FOR 0.04 MI (0.1 KM) TO THE STATION ON THE LEFT,
 DP8104'IN THE NORTHEAST CORNER OF A BRIDGE DECK OVER CALF CREEK.
 DP8104'
 DP8104'IT IS 176 FT (53.6 M) WEST OF L 149 BENCH MARK, 11 FT (3.4 M) NORTH OF
 DP8104'THE CENTERLINE OF LICK FORK ROAD AND 8 FT (2.4 M) WEST OF THE END OF
 DP8104'THE GAURD RAIL.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0751 ***********************************************************************
 EJ0751  DESIGNATION -  DUM
 EJ0751  PID         -  EJ0751
 EJ0751  STATE/COUNTY-  AR/SALINE
 EJ0751  COUNTRY     -  US
 EJ0751  USGS QUAD   -  BENTON (2017)
 EJ0751
 EJ0751                         *CURRENT SURVEY CONTROL
 EJ0751  ______________________________________________________________________
 EJ0751* NAD 83(1986) POSITION- 34 34 06.     (N) 092 33 07.     (W)   SCALED
 EJ0751* NAVD 88 ORTHO HEIGHT -   111.581 (meters)      366.08  (feet) ADJUSTED
 EJ0751  ______________________________________________________________________
 EJ0751  GEOID HEIGHT    -        -26.372 (meters)                     GEOID18
 EJ0751  DYNAMIC HEIGHT  -        111.476 (meters)      365.73  (feet) COMP
 EJ0751  MODELED GRAVITY -    979,698.5   (mgal)                       NAVD 88
 EJ0751
 EJ0751  VERT ORDER      -  FIRST     CLASS II
 EJ0751
 EJ0751.The horizontal coordinates were scaled from a map and have
 EJ0751.an estimated accuracy of +/- 6 seconds.
 EJ0751
 EJ0751.The orthometric height was determined by differential leveling and
 EJ0751.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0751.in June 1991.
 EJ0751
 EJ0751.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0751.GEOID18 height accuracy estimate available here.
 EJ0751
 EJ0751.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU410252(NAD 83)
 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
 EJ0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0751.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0751
 EJ0751_MARKER: DD = SURVEY DISK
 EJ0751_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0751_STAMPING: DUM 1934
 EJ0751_MARK LOGO: CGS+SS
 EJ0751_PROJECTION: FLUSH
 EJ0751_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0751
 EJ0751  HISTORY     - Date     Condition        Report By
 EJ0751  HISTORY     - 1934     MONUMENTED       ARGS
 EJ0751  HISTORY     - 1935     GOOD             CGS
 EJ0751  HISTORY     - 1973     MARK NOT FOUND   USGS
 EJ0751  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ0751
 EJ0751                          STATION DESCRIPTION
 EJ0751
 EJ0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EJ0751'2.2 MI NORTHEAST FROM BENTON ALONG M.P.RY. FROM STATION, ABOUT 425
 EJ0751'FEET SOUTHWEST OF M.P.366-20, 22.4 FEET SOUTHWEST OF DIRT ROAD
 EJ0751'CROSSING AND 9.4 FEET NORTHWEST OF NORTHWEST TRACK OF MISSOURI PACIFIC
 EJ0751'R.R.  TABLET SET IN PRECAST CONCRETE POST SET FLUSH WITH LEVEL OF
 EJ0751'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 = MARCH 20, 2026 22:17:28 EDT
 DK0868 ***********************************************************************
 DK0868  DESIGNATION -  DUMAS
 DK0868  PID         -  DK0868
 DK0868  STATE/COUNTY-  AR/DESHA
 DK0868  COUNTRY     -  US
 DK0868  USGS QUAD   -  DUMAS (2017)
 DK0868
 DK0868                         *CURRENT SURVEY CONTROL
 DK0868  ______________________________________________________________________
 DK0868* NAD 83(1997) POSITION- 33 53 01.07685(N) 091 29 10.22354(W)   ADJUSTED
 DK0868* NAD 83(1997) ELLIP HT-    23.477 (meters)        (09/24/01)   ADJUSTED
 DK0868* NAVD 88 ORTHO HEIGHT -    49.536 (meters)      162.52  (feet) ADJUSTED
 DK0868  ______________________________________________________________________
 DK0868  GEOID HEIGHT    -        -26.034 (meters)                     GEOID18
 DK0868  NAD 83(1997) X  -   -137,471.822 (meters)                     COMP
 DK0868  NAD 83(1997) Y  - -5,298,701.801 (meters)                     COMP
 DK0868  NAD 83(1997) Z  -  3,535,751.409 (meters)                     COMP
 DK0868  LAPLACE CORR    -         -1.68  (seconds)                    DEFLEC18
 DK0868  DYNAMIC HEIGHT  -         49.486 (meters)      162.36  (feet) COMP
 DK0868  MODELED GRAVITY -    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 and
 DK0868.adjusted by the NATIONAL GEODETIC SURVEY
 DK0868.in June 1991.
 DK0868
 DK0868.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK0868.GEOID18 height accuracy estimate available here.
 DK0868
 DK0868.Click photographs - Photos may exist for this station.
 DK0868
 DK0868.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK0868
 DK0868.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK0868
 DK0868.The ellipsoidal height was determined by GPS observations
 DK0868.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(1997) position.
 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  =   0.99983793
 DK0868
 DK0868:                Primary Azimuth Mark                     Grid Az
 DK0868:SPC AR S     -  DUMAS AZ MK                              020 03 59.2
 DK0868:UTM  15      -  DUMAS AZ MK                              019 30 35.7
 DK0868
 DK0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT3999550284(NAD 83)
 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)   23.509  (m)                       GP(       ) 4 1
 DK0868  NAD 83(1993)-  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              49.66   (m)          162.9    (f) LEVELING    3  
 DK0868  NGVD 29 (11/26/84)   49.660  (m)          162.93   (f) ADJUSTED    1 2
 DK0868
 DK0868.Superseded values are not recommended for survey control.
 DK0868
 DK0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0868.See file dsdata.pdf to determine how the superseded data were derived.
 DK0868
 DK0868_MARKER: DS = TRIANGULATION STATION DISK
 DK0868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = MARCH 20, 2026 22:17:28 EDT
 DK0867 ***********************************************************************
 DK0867  DESIGNATION -  DUMAS AZ MK
 DK0867  PID         -  DK0867
 DK0867  STATE/COUNTY-  AR/DESHA
 DK0867  COUNTRY     -  US
 DK0867  USGS QUAD   -  DUMAS (2017)
 DK0867
 DK0867                         *CURRENT SURVEY CONTROL
 DK0867  ______________________________________________________________________
 DK0867* NAD 83(1986) POSITION- 33 53 15.     (N) 091 29 02.     (W)   SCALED
 DK0867* NAVD 88 ORTHO HEIGHT -    50.479 (meters)      165.61  (feet) ADJUSTED
 DK0867  ______________________________________________________________________
 DK0867  GEOID HEIGHT    -        -26.038 (meters)                     GEOID18
 DK0867  DYNAMIC HEIGHT  -         50.428 (meters)      165.45  (feet) COMP
 DK0867  MODELED GRAVITY -    979,635.3   (mgal)                       NAVD 88
 DK0867
 DK0867  VERT ORDER      -  FIRST     CLASS II
 DK0867
 DK0867.The horizontal coordinates were scaled from a map and have
 DK0867.an estimated accuracy of +/- 6 seconds.
 DK0867
 DK0867.The orthometric height was determined by differential leveling and
 DK0867.adjusted by the NATIONAL GEODETIC SURVEY
 DK0867.in June 1991.
 DK0867
 DK0867.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK0867.GEOID18 height accuracy estimate available here.
 DK0867
 DK0867.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT402507(NAD 83)
 DK0867
 DK0867                          SUPERSEDED SURVEY CONTROL
 DK0867
 DK0867  NGVD 29 (11/26/84)   50.613  (m)          166.05   (f) ADJUSTED    1 2
 DK0867
 DK0867.Superseded values are not recommended for survey control.
 DK0867
 DK0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0867.See file dsdata.pdf to determine how the superseded data were derived.
 DK0867
 DK0867_MARKER: DZ = AZIMUTH MARK DISK
 DK0867_SETTING: 7 = 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, 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 = MARCH 20, 2026 22:17:28 EDT
 DK2022 ***********************************************************************
 DK2022  DESIGNATION -  DUMAS FEDERAL COMPRESS CO TANK
 DK2022  PID         -  DK2022
 DK2022  STATE/COUNTY-  AR/DESHA
 DK2022  COUNTRY     -  US
 DK2022  USGS QUAD   -  DUMAS (2017)
 DK2022
 DK2022                         *CURRENT SURVEY CONTROL
 DK2022  ______________________________________________________________________
 DK2022* NAD 83(1997) POSITION- 33 52 59.73479(N) 091 29 32.48870(W)   ADJUSTED
 DK2022  ______________________________________________________________________
 DK2022  GEOID HEIGHT    -        -26.027 (meters)                     GEOID18
 DK2022  LAPLACE CORR    -         -1.70  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK2022.GEOID18 height accuracy estimate available here.
 DK2022
 DK2022.Click photographs - Photos may exist for this station.
 DK2022
 DK2022.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK2022
 DK2022. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT3942350234(NAD 83)
 DK2022
 DK2022                          SUPERSEDED SURVEY CONTROL
 DK2022
 DK2022  NAD 83(1993)-  33 52 59.74384(N)    091 29 32.48370(W) AD(       ) 3
 DK2022  NAD 83(1986)-  33 52 59.74411(N)    091 29 32.48331(W) AD(       ) 3
 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
 DK2022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2022.See file dsdata.pdf to determine how the superseded data were derived.
 DK2022
 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 = MARCH 20, 2026 22:17:28 EDT
 DK0869 ***********************************************************************
 DK0869  DESIGNATION -  DUMAS RM 2
 DK0869  PID         -  DK0869
 DK0869  STATE/COUNTY-  AR/DESHA
 DK0869  COUNTRY     -  US
 DK0869  USGS QUAD   -  DUMAS (2017)
 DK0869
 DK0869                         *CURRENT SURVEY CONTROL
 DK0869  ______________________________________________________________________
 DK0869* NAD 83(1986) POSITION- 33 53 00.07   (N) 091 29 11.26   (W)   HD_HELD1
 DK0869* NAVD 88 ORTHO HEIGHT -    49.605 (meters)      162.75  (feet) ADJUSTED
 DK0869  ______________________________________________________________________
 DK0869  GEOID HEIGHT    -        -26.034 (meters)                     GEOID18
 DK0869  DYNAMIC HEIGHT  -         49.555 (meters)      162.58  (feet) COMP
 DK0869  MODELED GRAVITY -    979,635.4   (mgal)                       NAVD 88
 DK0869
 DK0869  VERT ORDER      -  FIRST     CLASS II
 DK0869
 DK0869.The horizontal coordinates were determined by differentially corrected
 DK0869.hand held GPS observations or other comparable positioning techniques
 DK0869.and have an estimated accuracy of +/- 3 meters.
 DK0869
 DK0869.The orthometric height was determined by differential leveling and
 DK0869.adjusted by the NATIONAL GEODETIC SURVEY
 DK0869.in June 1991.
 DK0869
 DK0869.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK0869.GEOID18 height accuracy estimate available here.
 DK0869
 DK0869.Click photographs - Photos may exist for this station.
 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     -   535,064.3     447,504.0     MT  (+/- 3 meters HH1 GPS) 
 DK0869
 DK0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT3996950253(NAD 83)
 DK0869
 DK0869                          SUPERSEDED SURVEY CONTROL
 DK0869
 DK0869  NGVD 29 (11/26/84)   49.739  (m)          163.19   (f) ADJUSTED    1 2
 DK0869
 DK0869.Superseded values are not recommended for survey control.
 DK0869
 DK0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0869.See file dsdata.pdf to determine how the superseded data were derived.
 DK0869
 DK0869_MARKER: DR = REFERENCE MARK DISK
 DK0869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0869_STAMPING: DUMAS NO 2 1940
 DK0869_MARK LOGO: CGS
 DK0869_PROJECTION: FLUSH
 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'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 = MARCH 20, 2026 22:17:28 EDT
 FG1935 ***********************************************************************
 FG1935  DESIGNATION -  DURHAM ATT MICROWAVE
 FG1935  PID         -  FG1935
 FG1935  STATE/COUNTY-  AR/WASHINGTON
 FG1935  COUNTRY     -  US
 FG1935  USGS QUAD   -  DURHAM (2017)
 FG1935
 FG1935                         *CURRENT SURVEY CONTROL
 FG1935  ______________________________________________________________________
 FG1935* NAD 83(1997) POSITION- 35 54 13.77864(N) 093 59 30.79205(W)   ADJUSTED
 FG1935  ______________________________________________________________________
 FG1935  GEOID HEIGHT    -        -28.007 (meters)                     GEOID18
 FG1935  LAPLACE CORR    -         -0.47  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1935.GEOID18 height accuracy estimate available here.
 FG1935
 FG1935.Click photographs - Photos may exist for this station.
 FG1935
 FG1935.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1935
 FG1935. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV1049373735(NAD 83)
 FG1935
 FG1935                          SUPERSEDED SURVEY CONTROL
 FG1935
 FG1935  NAD 83(1993)-  35 54 13.78959(N)    093 59 30.79197(W) AD(       ) 3
 FG1935  NAD 83(1986)-  35 54 13.78815(N)    093 59 30.79127(W) AD(       ) 3
 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
 FG1935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1935.See file dsdata.pdf to determine how the superseded data were derived.
 FG1935
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ2027 ***********************************************************************
 EJ2027  DESIGNATION -  DUTCH
 EJ2027  PID         -  EJ2027
 EJ2027  STATE/COUNTY-  AR/YELL
 EJ2027  COUNTRY     -  US
 EJ2027  USGS QUAD   -  BLUFFTON (2017)
 EJ2027
 EJ2027                         *CURRENT SURVEY CONTROL
 EJ2027  ______________________________________________________________________
 EJ2027* NAD 83(1997) POSITION- 34 57 48.78878(N) 093 32 23.89716(W)   ADJUSTED
 EJ2027* NAVD 88 ORTHO HEIGHT -   499.7   (meters)     1639.    (feet) VERTCON3
 EJ2027  ______________________________________________________________________
 EJ2027  GEOID HEIGHT    -        -29.645 (meters)                     GEOID18
 EJ2027  LAPLACE CORR    -          2.46  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ2027.GEOID18 height accuracy estimate available here.
 EJ2027
 EJ2027.Click photographs - Photos may exist for this station.
 EJ2027
 EJ2027.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ2027
 EJ2027. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 EJ2027:SPC AR N     -  JEAN RESET                               295 13 46.9
 EJ2027:UTM  15      -  JEAN RESET                               294 38 34.9
 EJ2027
 EJ2027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU5070469134(NAD 83)
 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(1993)-  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
 EJ2027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2027.See file dsdata.pdf to determine how the superseded data were derived.
 EJ2027
 EJ2027_MARKER: DS = TRIANGULATION STATION DISK
 EJ2027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ2027_STAMPING: DUTCH 1956
 EJ2027_MARK LOGO: CGS
 EJ2027_PROJECTION: FLUSH
 EJ2027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ2027+STABILITY: SURFACE MOTION
 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 DEPARTMENT OF TRANSPORTATION 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 = MARCH 20, 2026 22:17:28 EDT
 DQ3637 ***********************************************************************
 DQ3637  DESIGNATION -  DWYER
 DQ3637  PID         -  DQ3637
 DQ3637  STATE/COUNTY-  AR/VAN BUREN
 DQ3637  COUNTRY     -  US
 DQ3637  USGS QUAD   -  BOTKINBURG (2017)
 DQ3637
 DQ3637                         *CURRENT SURVEY CONTROL
 DQ3637  ______________________________________________________________________
 DQ3637* NAD 83(1986) POSITION- 35 42 54.7    (N) 092 34 21.3    (W)   HD_HELD2
 DQ3637* NAVD 88 ORTHO HEIGHT -   450.210 (meters)     1477.06  (feet) ADJUSTED
 DQ3637  ______________________________________________________________________
 DQ3637  GEOID HEIGHT    -        -27.915 (meters)                     GEOID18
 DQ3637  DYNAMIC HEIGHT  -        449.785 (meters)     1475.67  (feet) COMP
 DQ3637  MODELED GRAVITY -    979,674.7   (mgal)                       NAVD 88
 DQ3637
 DQ3637  VERT ORDER      -  SECOND    CLASS I
 DQ3637
 DQ3637.The horizontal coordinates were established by autonomous hand held GPS
 DQ3637.observations and have an estimated accuracy of +/- 10 meters.
 DQ3637
 DQ3637.The orthometric height was determined by differential leveling and
 DQ3637.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3637.in January 2017.
 DQ3637
 DQ3637.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3637.GEOID18 height accuracy estimate available here.
 DQ3637
 DQ3637.Click photographs - Photos may exist for this station.
 DQ3637
 DQ3637.The dynamic height is computed by dividing the NAVD 88
 DQ3637.geopotential number by the normal gravity value computed on the
 DQ3637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3637.degrees latitude (g = 980.6199 gals.).
 DQ3637
 DQ3637.The modeled gravity was interpolated from observed gravity values.
 DQ3637
 DQ3637;                    North         East    Units  Estimated Accuracy
 DQ3637;SPC AR N     -   153,457.      348,192.      MT  (+/- 10 meters HH2 GPS)
 DQ3637
 DQ3637_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV3866052444(NAD 83)
 DQ3637
 DQ3637                          SUPERSEDED SURVEY CONTROL
 DQ3637
 DQ3637.No superseded survey control is available for this station.
 DQ3637
 DQ3637_MARKER: DV = VERTICAL CONTROL DISK
 DQ3637_SETTING: 66 = SET IN ROCK OUTCROP
 DQ3637_STAMPING: DWYER 2016
 DQ3637_MARK LOGO: NGS
 DQ3637_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ3637_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DQ3637+STABILITY: POSITION/ELEVATION WELL
 DQ3637_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3637+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2018
 DQ3637
 DQ3637  HISTORY     - Date     Condition        Report By
 DQ3637  HISTORY     - 20160523 MONUMENTED       ARHD
 DQ3637  HISTORY     - 20181212 GOOD             NGS
 DQ3637
 DQ3637                          STATION DESCRIPTION
 DQ3637
 DQ3637'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 DQ3637'THE STATION IS LOCATED ABOUT 8.3 MI (13.4 KM) NORTHEAST OF ALREAD, 8.0
 DQ3637'MI (12.9 KM) SOUTH OF LESLIE AND 3.3 MI (5.3 KM) WEST-NORTHWEST OF
 DQ3637'BOTKINBURG.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ3637'
 DQ3637'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 254,
 DQ3637'GO WEST ON HIGHWAY 254 FOR 4.15 MI (6.68 KM) TO ROCKY HILL COUNTY ROAD
 DQ3637'TURN LEFT AND GO SOUTH ON ROCKY HILL ROAD FOR 1.7 MI (2.7 KM) TO THE
 DQ3637'STATION ON THE LEFT, IN A 9X17' ROCK OUTCROP.
 DQ3637'
 DQ3637'IT IS 30 FT (9.1 M) EAST OF ROCKY HILL ROAD CENTERLINE, 24 FT (7.3 M)
 DQ3637'SOUTH OF TELEPHONE PEDESTAL AND 18 FT (5.5 M) NORTHEAST OF A 24 INCH
 DQ3637'(61 CM) PLASTIC CULVERT.
 DQ3637
 DQ3637                          STATION RECOVERY (2018)
 DQ3637
 DQ3637'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2018 (JBW)
 DQ3637'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1914 ***********************************************************************
 FF1914  DESIGNATION -  DYESS
 FF1914  PID         -  FF1914
 FF1914  STATE/COUNTY-  AR/MISSISSIPPI
 FF1914  COUNTRY     -  US
 FF1914  USGS QUAD   -  JOINER (2017)
 FF1914
 FF1914                         *CURRENT SURVEY CONTROL
 FF1914  ______________________________________________________________________
 FF1914* NAD 83(1997) POSITION- 35 37 07.93578(N) 090 11 50.49121(W)   ADJUSTED
 FF1914* NAVD 88 ORTHO HEIGHT -    67.    (meters)      220.    (feet) SCALED
 FF1914  ______________________________________________________________________
 FF1914  GEOID HEIGHT    -        -27.769 (meters)                     GEOID18
 FF1914  LAPLACE CORR    -          0.78  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1914.GEOID18 height accuracy estimate available here.
 FF1914
 FF1914.Click photographs - Photos may exist for this station.
 FF1914
 FF1914.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1914
 FF1914. The following values were computed from the NAD 83(1997) position.
 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  =   1.00038792
 FF1914
 FF1914:                Primary Azimuth Mark                     Grid Az
 FF1914:SPC AR N     -  WILSON 2                                 112 56 17.3
 FF1914:UTM  15      -  WILSON 2                                 112 21 14.3
 FF1914
 FF1914_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV5383845294(NAD 83)
 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(1995)-  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
 FF1914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1914.See file dsdata.pdf to determine how the superseded data were derived.
 FF1914
 FF1914_MARKER: DS = TRIANGULATION STATION DISK
 FF1914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1914_STAMPING: DYESS 1954
 FF1914_MARK LOGO: CGS
 FF1914_PROJECTION: RECESSED 30 CENTIMETERS
 FF1914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1914+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0555 ***********************************************************************
 GE0555  DESIGNATION -  E 1
 GE0555  PID         -  GE0555
 GE0555  STATE/COUNTY-  AR/FULTON
 GE0555  COUNTRY     -  US
 GE0555  USGS QUAD   -  MAMMOTH SPRING (2017)
 GE0555
 GE0555                         *CURRENT SURVEY CONTROL
 GE0555  ______________________________________________________________________
 GE0555* NAD 83(1986) POSITION- 36 29 56.39   (N) 091 31 41.72   (W)   HD_HELD1
 GE0555* NAVD 88 ORTHO HEIGHT -   157.825 (meters)      517.80  (feet) ADJUSTED
 GE0555  ______________________________________________________________________
 GE0555  GEOID HEIGHT    -        -28.550 (meters)                     GEOID18
 GE0555  DYNAMIC HEIGHT  -        157.696 (meters)      517.37  (feet) COMP
 GE0555  MODELED GRAVITY -    979,810.8   (mgal)                       NAVD 88
 GE0555
 GE0555  VERT ORDER      -  FIRST     CLASS II
 GE0555
 GE0555.The horizontal coordinates were determined by differentially corrected
 GE0555.hand held GPS observations or other comparable positioning techniques
 GE0555.and have an estimated accuracy of +/- 3 meters.
 GE0555
 GE0555.The orthometric height was determined by differential leveling and
 GE0555.adjusted by the NATIONAL GEODETIC SURVEY
 GE0555.in June 1991.
 GE0555
 GE0555.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0555.GEOID18 height accuracy estimate available here.
 GE0555
 GE0555.Click photographs - Photos may exist for this station.
 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     -   240,377.7     442,267.2     MT  (+/- 3 meters HH1 GPS) 
 GE0555
 GE0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA3180840303(NAD 83)
 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
 GE0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0555.See file dsdata.pdf to determine how the superseded data were derived.
 GE0555
 GE0555_MARKER: DB = BENCH MARK DISK
 GE0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0555_STAMPING: E 1 1928
 GE0555_MARK LOGO: CGS
 GE0555_PROJECTION: PROJECTING 13 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0035 ***********************************************************************
 EJ0035  DESIGNATION -  E 10
 EJ0035  PID         -  EJ0035
 EJ0035  STATE/COUNTY-  AR/PULASKI
 EJ0035  COUNTRY     -  US
 EJ0035  USGS QUAD   -  CABOT (2017)
 EJ0035
 EJ0035                         *CURRENT SURVEY CONTROL
 EJ0035  ______________________________________________________________________
 EJ0035* NAD 83(1986) POSITION- 34 53 44.76   (N) 092 04 29.71   (W)   HD_HELD1
 EJ0035* NAVD 88 ORTHO HEIGHT -    76.933 (meters)      252.40  (feet) ADJUSTED
 EJ0035  ______________________________________________________________________
 EJ0035  GEOID HEIGHT    -        -27.028 (meters)                     GEOID18
 EJ0035  DYNAMIC HEIGHT  -         76.862 (meters)      252.17  (feet) COMP
 EJ0035  MODELED GRAVITY -    979,707.8   (mgal)                       NAVD 88
 EJ0035
 EJ0035  VERT ORDER      -  FIRST     CLASS II
 EJ0035
 EJ0035.The horizontal coordinates were determined by differentially corrected
 EJ0035.hand held GPS observations or other comparable positioning techniques
 EJ0035.and have an estimated accuracy of +/- 3 meters.
 EJ0035
 EJ0035.The orthometric height was determined by differential leveling and
 EJ0035.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0035.in June 1991.
 EJ0035
 EJ0035.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0035.GEOID18 height accuracy estimate available here.
 EJ0035
 EJ0035.Click photographs - Photos may exist for this station.
 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     -   647,248.6     393,151.9     MT  (+/- 3 meters HH1 GPS) 
 EJ0035
 EJ0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU8452361874(NAD 83)
 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
 EJ0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0035.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0035
 EJ0035_MARKER: DB = BENCH MARK DISK
 EJ0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0035_STAMPING: E 10 1931 252.447
 EJ0035_MARK LOGO: CGS
 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             CGS
 EJ0035  HISTORY     - 198411   MARK NOT FOUND   USGS
 EJ0035
 EJ0035                          STATION DESCRIPTION
 EJ0035
 EJ0035'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0792 ***********************************************************************
 EJ0792  DESIGNATION -  E 101
 EJ0792  PID         -  EJ0792
 EJ0792  STATE/COUNTY-  AR/PERRY
 EJ0792  COUNTRY     -  US
 EJ0792  USGS QUAD   -  APLIN (2017)
 EJ0792
 EJ0792                         *CURRENT SURVEY CONTROL
 EJ0792  ______________________________________________________________________
 EJ0792* NAD 83(1986) POSITION- 34 53 11.     (N) 092 55 27.     (W)   SCALED
 EJ0792* NAVD 88 ORTHO HEIGHT -   331.106 (meters)     1086.30  (feet) ADJUSTED
 EJ0792  ______________________________________________________________________
 EJ0792  GEOID HEIGHT    -        -28.132 (meters)                     GEOID18
 EJ0792  DYNAMIC HEIGHT  -        330.776 (meters)     1085.22  (feet) COMP
 EJ0792  MODELED GRAVITY -    979,629.4   (mgal)                       NAVD 88
 EJ0792
 EJ0792  VERT ORDER      -  SECOND    CLASS 0
 EJ0792
 EJ0792.The horizontal coordinates were scaled from a map and have
 EJ0792.an estimated accuracy of +/- 6 seconds.
 EJ0792
 EJ0792.The orthometric height was determined by differential leveling and
 EJ0792.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0792.in June 1991.
 EJ0792
 EJ0792.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0792.GEOID18 height accuracy estimate available here.
 EJ0792
 EJ0792.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU069604(NAD 83)
 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
 EJ0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0792.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0792
 EJ0792_MARKER: DB = BENCH MARK DISK
 EJ0792_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0792_STAMPING: E 101 1935
 EJ0792_MARK LOGO: CGS
 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             CGS
 EJ0792  HISTORY     - 1968     GOOD             USACE
 EJ0792
 EJ0792                          STATION DESCRIPTION
 EJ0792
 EJ0792'DESCRIBED BY COAST AND 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 ARMY CORPS OF ENGINEERS 1968
 EJ0792'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1086 ***********************************************************************
 EJ1086  DESIGNATION -  E 102
 EJ1086  PID         -  EJ1086
 EJ1086  STATE/COUNTY-  AR/YELL
 EJ1086  COUNTRY     -  US
 EJ1086  USGS QUAD   -  PLAINVIEW (2017)
 EJ1086
 EJ1086                         *CURRENT SURVEY CONTROL
 EJ1086  ______________________________________________________________________
 EJ1086* NAD 83(1986) POSITION- 34 57 39.     (N) 093 18 55.     (W)   SCALED
 EJ1086* NAVD 88 ORTHO HEIGHT -   113.899 (meters)      373.68  (feet) ADJUSTED
 EJ1086  ______________________________________________________________________
 EJ1086  GEOID HEIGHT    -        -29.285 (meters)                     GEOID18
 EJ1086  DYNAMIC HEIGHT  -        113.787 (meters)      373.32  (feet) COMP
 EJ1086  MODELED GRAVITY -    979,651.5   (mgal)                       NAVD 88
 EJ1086
 EJ1086  VERT ORDER      -  SECOND    CLASS 0
 EJ1086
 EJ1086.The horizontal coordinates were scaled from a map and have
 EJ1086.an estimated accuracy of +/- 6 seconds.
 EJ1086
 EJ1086.The orthometric height was determined by differential leveling and
 EJ1086.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1086.in June 1991.
 EJ1086
 EJ1086.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1086.GEOID18 height accuracy estimate available here.
 EJ1086
 EJ1086.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU712687(NAD 83)
 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
 EJ1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1086.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1086
 EJ1086_MARKER: DB = BENCH MARK DISK
 EJ1086_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ1086_STAMPING: E 102 1935
 EJ1086_MARK LOGO: CGS
 EJ1086_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1086_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EJ1086+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2018
 EJ1086
 EJ1086  HISTORY     - Date     Condition        Report By
 EJ1086  HISTORY     - 1935     MONUMENTED       CGS
 EJ1086  HISTORY     - 1965     GOOD             CGS
 EJ1086  HISTORY     - 20180808 GOOD             ARHD
 EJ1086
 EJ1086                          STATION DESCRIPTION
 EJ1086
 EJ1086'DESCRIBED BY COAST AND 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.
 EJ1086
 EJ1086                          STATION RECOVERY (2018)
 EJ1086
 EJ1086'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (BAB)
 EJ1086'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0830 ***********************************************************************
 EJ0830  DESIGNATION -  E 103 RESET
 EJ0830  PID         -  EJ0830
 EJ0830  STATE/COUNTY-  AR/PERRY
 EJ0830  COUNTRY     -  US
 EJ0830  USGS QUAD   -  APLIN (2017)
 EJ0830
 EJ0830                         *CURRENT SURVEY CONTROL
 EJ0830  ______________________________________________________________________
 EJ0830* NAD 83(1986) POSITION- 34 57 22.     (N) 092 59 05.     (W)   SCALED
 EJ0830* NAVD 88 ORTHO HEIGHT -    92.68  (meters)      304.1   (feet) RESET
 EJ0830  ______________________________________________________________________
 EJ0830  GEOID HEIGHT    -        -28.596 (meters)                     GEOID18
 EJ0830  VERT ORDER      -  THIRD
 EJ0830
 EJ0830.The horizontal coordinates were scaled from a map and have
 EJ0830.an estimated accuracy of +/- 6 seconds.
 EJ0830
 EJ0830.The orthometric height was computed from unverified reset data.
 EJ0830
 EJ0830.No vertical observational check was made to the station.
 EJ0830
 EJ0830.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0830.GEOID18 height accuracy estimate available here.
 EJ0830
 EJ0830.Click photographs - Photos may exist for this station.
 EJ0830
 EJ0830;                    North         East    Units  Estimated Accuracy
 EJ0830;SPC AR N     -    69,540.      310,060.      MT  (+/- 180 meters Scaled)
 EJ0830
 EJ0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU013681(NAD 83)
 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
 EJ0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0830.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0830
 EJ0830_MARKER: DB = BENCH MARK DISK
 EJ0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0830_STAMPING: E 103 RESET 1965
 EJ0830_MARK LOGO: CGS
 EJ0830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0830+STABILITY: SURFACE MOTION
 EJ0830_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EJ0830+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2013
 EJ0830
 EJ0830  HISTORY     - Date     Condition        Report By
 EJ0830  HISTORY     - 1965     MONUMENTED       CGS
 EJ0830  HISTORY     - 20130708 GOOD             USACEL
 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.
 EJ0830
 EJ0830                          STATION RECOVERY (2013)
 EJ0830
 EJ0830'RECOVERY NOTE BY USACE LITTLE ROCK 2013
 EJ0830'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0813 ***********************************************************************
 EJ0813  DESIGNATION -  E 104
 EJ0813  PID         -  EJ0813
 EJ0813  STATE/COUNTY-  AR/GARLAND
 EJ0813  COUNTRY     -  US
 EJ0813  USGS QUAD   -  JESSIEVILLE (2017)
 EJ0813
 EJ0813                         *CURRENT SURVEY CONTROL
 EJ0813  ______________________________________________________________________
 EJ0813* NAD 83(1986) POSITION- 34 42 46.     (N) 093 00 16.     (W)   SCALED
 EJ0813* NAVD 88 ORTHO HEIGHT -   219.989 (meters)      721.75  (feet) ADJUSTED
 EJ0813  ______________________________________________________________________
 EJ0813  GEOID HEIGHT    -        -27.701 (meters)                     GEOID18
 EJ0813  DYNAMIC HEIGHT  -        219.774 (meters)      721.04  (feet) COMP
 EJ0813  MODELED GRAVITY -    979,652.4   (mgal)                       NAVD 88
 EJ0813
 EJ0813  VERT ORDER      -  SECOND    CLASS 0
 EJ0813
 EJ0813.The horizontal coordinates were scaled from a map and have
 EJ0813.an estimated accuracy of +/- 6 seconds.
 EJ0813
 EJ0813.The orthometric height was determined by differential leveling and
 EJ0813.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0813.in June 1991.
 EJ0813
 EJ0813.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0813.GEOID18 height accuracy estimate available here.
 EJ0813
 EJ0813.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU995411(NAD 83)
 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
 EJ0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0813.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0813
 EJ0813_MARKER: DB = BENCH MARK DISK
 EJ0813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0813_STAMPING: E 104 1935
 EJ0813_MARK LOGO: CGS
 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             CGS
 EJ0813  HISTORY     - 19980425 GOOD             USPSQD
 EJ0813
 EJ0813                          STATION DESCRIPTION
 EJ0813
 EJ0813'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1027 ***********************************************************************
 EJ1027  DESIGNATION -  E 105
 EJ1027  PID         -  EJ1027
 EJ1027  STATE/COUNTY-  AR/GARLAND
 EJ1027  COUNTRY     -  US
 EJ1027  USGS QUAD   -  CRYSTAL SPRINGS (2017)
 EJ1027
 EJ1027                         *CURRENT SURVEY CONTROL
 EJ1027  ______________________________________________________________________
 EJ1027* NAD 83(1986) POSITION- 34 36 15.     (N) 093 18 34.     (W)   SCALED
 EJ1027* NAVD 88 ORTHO HEIGHT -   136.303 (meters)      447.19  (feet) ADJUSTED
 EJ1027  ______________________________________________________________________
 EJ1027  GEOID HEIGHT    -        -28.066 (meters)                     GEOID18
 EJ1027  DYNAMIC HEIGHT  -        136.168 (meters)      446.74  (feet) COMP
 EJ1027  MODELED GRAVITY -    979,646.1   (mgal)                       NAVD 88
 EJ1027
 EJ1027  VERT ORDER      -  SECOND    CLASS 0
 EJ1027
 EJ1027.The horizontal coordinates were scaled from a map and have
 EJ1027.an estimated accuracy of +/- 6 seconds.
 EJ1027
 EJ1027.The orthometric height was determined by differential leveling and
 EJ1027.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1027.in June 1991.
 EJ1027
 EJ1027.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1027.GEOID18 height accuracy estimate available here.
 EJ1027
 EJ1027.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU716291(NAD 83)
 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
 EJ1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1027.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1027
 EJ1027_MARKER: DB = BENCH MARK DISK
 EJ1027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1027_STAMPING: E 105 1935
 EJ1027_MARK LOGO: CGS
 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             CGS
 EJ1027
 EJ1027                          STATION DESCRIPTION
 EJ1027
 EJ1027'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG1028 ***********************************************************************
 FG1028  DESIGNATION -  E 106
 FG1028  PID         -  FG1028
 FG1028  STATE/COUNTY-  AR/POPE
 FG1028  COUNTRY     -  US
 FG1028  USGS QUAD   -  DOVER (2017)
 FG1028
 FG1028                         *CURRENT SURVEY CONTROL
 FG1028  ______________________________________________________________________
 FG1028* NAD 83(1986) POSITION- 35 26 59.     (N) 093 00 39.     (W)   SCALED
 FG1028* NAVD 88 ORTHO HEIGHT -   190.072 (meters)      623.59  (feet) ADJUSTED
 FG1028  ______________________________________________________________________
 FG1028  GEOID HEIGHT    -        -28.726 (meters)                     GEOID18
 FG1028  DYNAMIC HEIGHT  -        189.894 (meters)      623.01  (feet) COMP
 FG1028  MODELED GRAVITY -    979,695.1   (mgal)                       NAVD 88
 FG1028
 FG1028  VERT ORDER      -  SECOND    CLASS 0
 FG1028
 FG1028.The horizontal coordinates were scaled from a map and have
 FG1028.an estimated accuracy of +/- 6 seconds.
 FG1028
 FG1028.The orthometric height was determined by differential leveling and
 FG1028.adjusted by the NATIONAL GEODETIC SURVEY
 FG1028.in June 1991.
 FG1028
 FG1028.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1028.GEOID18 height accuracy estimate available here.
 FG1028
 FG1028.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV990229(NAD 83)
 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
 FG1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1028.See file dsdata.pdf to determine how the superseded data were derived.
 FG1028
 FG1028_MARKER: DB = BENCH MARK DISK
 FG1028_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG1028_STAMPING: E 106 1935
 FG1028_MARK LOGO: CGS
 FG1028_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 DEPARTMENT OF TRANSPORTATION 2006 (MDP)
 FG1028'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0800 ***********************************************************************
 FG0800  DESIGNATION -  E 107
 FG0800  PID         -  FG0800
 FG0800  STATE/COUNTY-  AR/NEWTON
 FG0800  COUNTRY     -  US
 FG0800  USGS QUAD   -  MURRAY (2017)
 FG0800
 FG0800                         *CURRENT SURVEY CONTROL
 FG0800  ______________________________________________________________________
 FG0800* NAD 83(1986) POSITION- 35 55 03.     (N) 093 19 02.     (W)   SCALED
 FG0800* NAVD 88 ORTHO HEIGHT -   332.195 (meters)     1089.88  (feet) ADJUSTED
 FG0800  ______________________________________________________________________
 FG0800  GEOID HEIGHT    -        -28.031 (meters)                     GEOID18
 FG0800  DYNAMIC HEIGHT  -        331.881 (meters)     1088.85  (feet) COMP
 FG0800  MODELED GRAVITY -    979,678.1   (mgal)                       NAVD 88
 FG0800
 FG0800  VERT ORDER      -  SECOND    CLASS 0
 FG0800
 FG0800.The horizontal coordinates were scaled from a map and have
 FG0800.an estimated accuracy of +/- 6 seconds.
 FG0800
 FG0800.The orthometric height was determined by differential leveling and
 FG0800.adjusted by the NATIONAL GEODETIC SURVEY
 FG0800.in June 1991.
 FG0800
 FG0800.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0800.GEOID18 height accuracy estimate available here.
 FG0800
 FG0800.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV713748(NAD 83)
 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
 FG0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0800.See file dsdata.pdf to determine how the superseded data were derived.
 FG0800
 FG0800_MARKER: DB = BENCH MARK DISK
 FG0800_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0800_STAMPING: E 107 1935
 FG0800_MARK LOGO: CGS
 FG0800_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2144 ***********************************************************************
 EH2144  DESIGNATION -  E 108
 EH2144  PID         -  EH2144
 EH2144  STATE/COUNTY-  AR/LONOKE
 EH2144  COUNTRY     -  US
 EH2144  USGS QUAD   -  POCKET PRAIRIE (2017)
 EH2144
 EH2144                         *CURRENT SURVEY CONTROL
 EH2144  ______________________________________________________________________
 EH2144* NAD 83(1986) POSITION- 34 46 58.     (N) 091 47 03.     (W)   SCALED
 EH2144* NAVD 88 ORTHO HEIGHT -    65.692 (meters)      215.52  (feet) ADJUSTED
 EH2144  ______________________________________________________________________
 EH2144  GEOID HEIGHT    -        -26.859 (meters)                     GEOID18
 EH2144  DYNAMIC HEIGHT  -         65.630 (meters)      215.32  (feet) COMP
 EH2144  MODELED GRAVITY -    979,699.2   (mgal)                       NAVD 88
 EH2144
 EH2144  VERT ORDER      -  FIRST     CLASS II
 EH2144
 EH2144.The horizontal coordinates were scaled from a map and have
 EH2144.an estimated accuracy of +/- 6 seconds.
 EH2144
 EH2144.The orthometric height was determined by differential leveling and
 EH2144.adjusted by the NATIONAL GEODETIC SURVEY
 EH2144.in June 1991.
 EH2144
 EH2144.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2144.GEOID18 height accuracy estimate available here.
 EH2144
 EH2144.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU112496(NAD 83)
 EH2144
 EH2144                          SUPERSEDED SURVEY CONTROL
 EH2144
 EH2144  NGVD 29 (11/26/84)   65.704  (m)          215.56   (f) ADJUSTED    1 2
 EH2144
 EH2144.Superseded values are not recommended for survey control.
 EH2144
 EH2144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2144.See file dsdata.pdf to determine how the superseded data were derived.
 EH2144
 EH2144_MARKER: DB = BENCH MARK DISK
 EH2144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2144_STAMPING: E 108 1954
 EH2144_MARK LOGO: CGS
 EH2144_PROJECTION: PROJECTING 21 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2129 ***********************************************************************
 EH2129  DESIGNATION -  E 109
 EH2129  PID         -  EH2129
 EH2129  STATE/COUNTY-  AR/LONOKE
 EH2129  COUNTRY     -  US
 EH2129  USGS QUAD   -  POCKET PRAIRIE (2017)
 EH2129
 EH2129                         *CURRENT SURVEY CONTROL
 EH2129  ______________________________________________________________________
 EH2129* NAD 83(1986) POSITION- 34 46 18.5    (N) 091 50 33.6    (W)   HD_HELD2
 EH2129* NAVD 88 ORTHO HEIGHT -    69.380 (meters)      227.62  (feet) ADJUSTED
 EH2129  ______________________________________________________________________
 EH2129  GEOID HEIGHT    -        -26.805 (meters)                     GEOID18
 EH2129  DYNAMIC HEIGHT  -         69.315 (meters)      227.41  (feet) COMP
 EH2129  MODELED GRAVITY -    979,700.9   (mgal)                       NAVD 88
 EH2129
 EH2129  VERT ORDER      -  FIRST     CLASS II
 EH2129
 EH2129.The horizontal coordinates were established by autonomous hand held GPS
 EH2129.observations and have an estimated accuracy of +/- 10 meters.
 EH2129
 EH2129.The orthometric height was determined by differential leveling and
 EH2129.adjusted by the NATIONAL GEODETIC SURVEY
 EH2129.in June 1991.
 EH2129
 EH2129.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2129.GEOID18 height accuracy estimate available here.
 EH2129
 EH2129.Click photographs - Photos may exist for this station.
 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     -   633,505.      414,402.      MT  (+/- 10 meters HH2 GPS)
 EH2129
 EH2129_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU0590348347(NAD 83)
 EH2129
 EH2129                          SUPERSEDED SURVEY CONTROL
 EH2129
 EH2129  NGVD 29 (11/26/84)   69.394  (m)          227.67   (f) ADJUSTED    1 2
 EH2129
 EH2129.Superseded values are not recommended for survey control.
 EH2129
 EH2129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2129.See file dsdata.pdf to determine how the superseded data were derived.
 EH2129
 EH2129_MARKER: DB = BENCH MARK DISK
 EH2129_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH2129_SP_SET: BRIDGE
 EH2129_STAMPING: E 109 1954
 EH2129_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1563 ***********************************************************************
 EH1563  DESIGNATION -  E 11
 EH1563  PID         -  EH1563
 EH1563  STATE/COUNTY-  AR/JEFFERSON
 EH1563  COUNTRY     -  US
 EH1563  USGS QUAD   -  LADD (2017)
 EH1563
 EH1563                         *CURRENT SURVEY CONTROL
 EH1563  ______________________________________________________________________
 EH1563* NAD 83(1986) POSITION- 34 13 20.     (N) 091 55 38.     (W)   SCALED
 EH1563* NAVD 88 ORTHO HEIGHT -    63.476 (meters)      208.25  (feet) ADJUSTED
 EH1563  ______________________________________________________________________
 EH1563  GEOID HEIGHT    -        -25.996 (meters)                     GEOID18
 EH1563  DYNAMIC HEIGHT  -         63.414 (meters)      208.05  (feet) COMP
 EH1563  MODELED GRAVITY -    979,665.1   (mgal)                       NAVD 88
 EH1563
 EH1563  VERT ORDER      -  FIRST     CLASS II
 EH1563
 EH1563.The horizontal coordinates were scaled from a map and have
 EH1563.an estimated accuracy of +/- 6 seconds.
 EH1563
 EH1563.The orthometric height was determined by differential leveling and
 EH1563.adjusted by the NATIONAL GEODETIC SURVEY
 EH1563.in June 1991.
 EH1563
 EH1563.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1563.GEOID18 height accuracy estimate available here.
 EH1563
 EH1563.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT988873(NAD 83)
 EH1563
 EH1563                          SUPERSEDED SURVEY CONTROL
 EH1563
 EH1563  NGVD 29 (11/26/84)   63.562  (m)          208.54   (f) ADJUSTED    1 2
 EH1563
 EH1563.Superseded values are not recommended for survey control.
 EH1563
 EH1563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1563.See file dsdata.pdf to determine how the superseded data were derived.
 EH1563
 EH1563_MARKER: DB = BENCH MARK DISK
 EH1563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1563_STAMPING: 208.425 E 11 1932
 EH1563_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1982 ***********************************************************************
 EH1982  DESIGNATION -  E 110
 EH1982  PID         -  EH1982
 EH1982  STATE/COUNTY-  AR/PRAIRIE
 EH1982  COUNTRY     -  US
 EH1982  USGS QUAD   -  HICKORY PLAINS (2017)
 EH1982
 EH1982                         *CURRENT SURVEY CONTROL
 EH1982  ______________________________________________________________________
 EH1982* NAD 83(1986) POSITION- 34 53 54.     (N) 091 38 23.     (W)   SCALED
 EH1982* NAVD 88 ORTHO HEIGHT -    64.362 (meters)      211.16  (feet) ADJUSTED
 EH1982  ______________________________________________________________________
 EH1982  GEOID HEIGHT    -        -27.098 (meters)                     GEOID18
 EH1982  DYNAMIC HEIGHT  -         64.302 (meters)      210.96  (feet) COMP
 EH1982  MODELED GRAVITY -    979,704.2   (mgal)                       NAVD 88
 EH1982
 EH1982  VERT ORDER      -  FIRST     CLASS II
 EH1982
 EH1982.The horizontal coordinates were scaled from a map and have
 EH1982.an estimated accuracy of +/- 6 seconds.
 EH1982
 EH1982.The orthometric height was determined by differential leveling and
 EH1982.adjusted by the NATIONAL GEODETIC SURVEY
 EH1982.in June 1991.
 EH1982
 EH1982.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1982.GEOID18 height accuracy estimate available here.
 EH1982
 EH1982.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU242626(NAD 83)
 EH1982
 EH1982                          SUPERSEDED SURVEY CONTROL
 EH1982
 EH1982  NGVD 29 (11/26/84)   64.369  (m)          211.18   (f) ADJUSTED    1 2
 EH1982
 EH1982.Superseded values are not recommended for survey control.
 EH1982
 EH1982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1982.See file dsdata.pdf to determine how the superseded data were derived.
 EH1982
 EH1982_MARKER: DB = BENCH MARK DISK
 EH1982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1982_STAMPING: E 110 1954
 EH1982_MARK LOGO: CGS
 EH1982_PROJECTION: PROJECTING 21 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1888 ***********************************************************************
 EH1888  DESIGNATION -  E 111
 EH1888  PID         -  EH1888
 EH1888  STATE/COUNTY-  AR/LONOKE
 EH1888  COUNTRY     -  US
 EH1888  USGS QUAD   -  WATTENSAW (2017)
 EH1888
 EH1888                         *CURRENT SURVEY CONTROL
 EH1888  ______________________________________________________________________
 EH1888* NAD 83(1986) POSITION- 34 58 29.     (N) 091 51 22.     (W)   SCALED
 EH1888* NAVD 88 ORTHO HEIGHT -    68.464 (meters)      224.62  (feet) ADJUSTED
 EH1888  ______________________________________________________________________
 EH1888  GEOID HEIGHT    -        -27.182 (meters)                     GEOID18
 EH1888  DYNAMIC HEIGHT  -         68.401 (meters)      224.41  (feet) COMP
 EH1888  MODELED GRAVITY -    979,711.7   (mgal)                       NAVD 88
 EH1888
 EH1888  VERT ORDER      -  FIRST     CLASS II
 EH1888
 EH1888.The horizontal coordinates were scaled from a map and have
 EH1888.an estimated accuracy of +/- 6 seconds.
 EH1888
 EH1888.The orthometric height was determined by differential leveling and
 EH1888.adjusted by the NATIONAL GEODETIC SURVEY
 EH1888.in June 1991.
 EH1888
 EH1888.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1888.GEOID18 height accuracy estimate available here.
 EH1888
 EH1888.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU044708(NAD 83)
 EH1888
 EH1888                          SUPERSEDED SURVEY CONTROL
 EH1888
 EH1888  NGVD 29 (11/26/84)   68.466  (m)          224.63   (f) ADJUSTED    1 2
 EH1888
 EH1888.Superseded values are not recommended for survey control.
 EH1888
 EH1888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1888.See file dsdata.pdf to determine how the superseded data were derived.
 EH1888
 EH1888_MARKER: DB = BENCH MARK DISK
 EH1888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1888_STAMPING: E 111 1955
 EH1888_MARK LOGO: CGS
 EH1888_PROJECTION: PROJECTING 21 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1603 ***********************************************************************
 EH1603  DESIGNATION -  E 112
 EH1603  PID         -  EH1603
 EH1603  STATE/COUNTY-  AR/LINCOLN
 EH1603  COUNTRY     -  US
 EH1603  USGS QUAD   -  CADES (2017)
 EH1603
 EH1603                         *CURRENT SURVEY CONTROL
 EH1603  ______________________________________________________________________
 EH1603* NAD 83(1986) POSITION- 34 05 47.     (N) 091 34 18.     (W)   SCALED
 EH1603* NAVD 88 ORTHO HEIGHT -    56.841 (meters)      186.49  (feet) ADJUSTED
 EH1603  ______________________________________________________________________
 EH1603  GEOID HEIGHT    -        -26.042 (meters)                     GEOID18
 EH1603  DYNAMIC HEIGHT  -         56.785 (meters)      186.30  (feet) COMP
 EH1603  MODELED GRAVITY -    979,654.9   (mgal)                       NAVD 88
 EH1603
 EH1603  VERT ORDER      -  FIRST     CLASS II
 EH1603
 EH1603.The horizontal coordinates were scaled from a map and have
 EH1603.an estimated accuracy of +/- 6 seconds.
 EH1603
 EH1603.The orthometric height was determined by differential leveling and
 EH1603.adjusted by the NATIONAL GEODETIC SURVEY
 EH1603.in August 1993.
 EH1603
 EH1603.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1603.GEOID18 height accuracy estimate available here.
 EH1603
 EH1603.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT317737(NAD 83)
 EH1603
 EH1603                          SUPERSEDED SURVEY CONTROL
 EH1603
 EH1603  NAVD 88 (06/15/91)   56.868  (m)          186.57   (f) SUPERSEDED  1 2
 EH1603  NGVD 29 (11/26/84)   56.924  (m)          186.76   (f) ADJUSTED    1 2
 EH1603
 EH1603.Superseded values are not recommended for survey control.
 EH1603
 EH1603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1603.See file dsdata.pdf to determine how the superseded data were derived.
 EH1603
 EH1603_MARKER: DB = BENCH MARK DISK
 EH1603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1603_STAMPING: E 112 1954
 EH1603_MARK LOGO: CGS
 EH1603_PROJECTION: PROJECTING 24 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1659 ***********************************************************************
 EH1659  DESIGNATION -  E 113
 EH1659  PID         -  EH1659
 EH1659  STATE/COUNTY-  AR/ARKANSAS
 EH1659  COUNTRY     -  US
 EH1659  USGS QUAD   -  STUTTGART SOUTH (2017)
 EH1659
 EH1659                         *CURRENT SURVEY CONTROL
 EH1659  ______________________________________________________________________
 EH1659* NAD 83(1986) POSITION- 34 26 07.     (N) 091 32 29.     (W)   SCALED
 EH1659* NAVD 88 ORTHO HEIGHT -    63.247 (meters)      207.50  (feet) ADJUSTED
 EH1659  ______________________________________________________________________
 EH1659  GEOID HEIGHT    -        -26.476 (meters)                     GEOID18
 EH1659  DYNAMIC HEIGHT  -         63.187 (meters)      207.31  (feet) COMP
 EH1659  MODELED GRAVITY -    979,677.1   (mgal)                       NAVD 88
 EH1659
 EH1659  VERT ORDER      -  FIRST     CLASS II
 EH1659
 EH1659.The horizontal coordinates were scaled from a map and have
 EH1659.an estimated accuracy of +/- 6 seconds.
 EH1659
 EH1659.The orthometric height was determined by differential leveling and
 EH1659.adjusted by the NATIONAL GEODETIC SURVEY
 EH1659.in August 1993.
 EH1659
 EH1659.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1659.GEOID18 height accuracy estimate available here.
 EH1659
 EH1659.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU340113(NAD 83)
 EH1659
 EH1659                          SUPERSEDED SURVEY CONTROL
 EH1659
 EH1659  NAVD 88 (06/15/91)   63.286  (m)          207.63   (f) SUPERSEDED  1 2
 EH1659  NGVD 29 (11/26/84)   63.293  (m)          207.65   (f) ADJUSTED    1 2
 EH1659
 EH1659.Superseded values are not recommended for survey control.
 EH1659
 EH1659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1659.See file dsdata.pdf to determine how the superseded data were derived.
 EH1659
 EH1659_MARKER: DB = BENCH MARK DISK
 EH1659_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EH1659_SP_SET: CULVERT HEADWALL
 EH1659_STAMPING: E 113 1954
 EH1659_MARK LOGO: CGS
 EH1659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1659+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2367 ***********************************************************************
 EH2367  DESIGNATION -  E 114
 EH2367  PID         -  EH2367
 EH2367  STATE/COUNTY-  AR/PRAIRIE
 EH2367  COUNTRY     -  US
 EH2367  USGS QUAD   -  SLOVAK (2017)
 EH2367
 EH2367                         *CURRENT SURVEY CONTROL
 EH2367  ______________________________________________________________________
 EH2367* NAD 83(2011) POSITION- 34 39 19.70964(N) 091 35 32.51170(W)   ADJUSTED
 EH2367* NAD 83(2011) ELLIP HT-    39.789 (meters)        (06/27/12)   ADJUSTED
 EH2367* NAD 83(2011) EPOCH   -  2010.00
 EH2367* NAVD 88 ORTHO HEIGHT -    66.530 (meters)      218.27  (feet) ADJUSTED
 EH2367  ______________________________________________________________________
 EH2367  GEOID HEIGHT    -        -26.765 (meters)                     GEOID18
 EH2367  NAD 83(2011) X  -   -145,952.798 (meters)                     COMP
 EH2367  NAD 83(2011) Y  - -5,250,259.526 (meters)                     COMP
 EH2367  NAD 83(2011) Z  -  3,606,515.226 (meters)                     COMP
 EH2367  LAPLACE CORR    -         -0.79  (seconds)                    DEFLEC18
 EH2367  DYNAMIC HEIGHT  -         66.467 (meters)      218.07  (feet) COMP
 EH2367  MODELED GRAVITY -    979,686.7   (mgal)                       NAVD 88
 EH2367
 EH2367  VERT ORDER      -  FIRST     CLASS II
 EH2367
 EH2367  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 EH2367  Standards:
 EH2367         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 EH2367            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 EH2367  -------------------------------------------------------------------
 EH2367  NETWORK    1.10   3.37           0.43   0.47   1.72     -0.08627074
 EH2367  -------------------------------------------------------------------
 EH2367  Click here for local accuracies and other accuracy information.
 EH2367
 EH2367.The horizontal coordinates were established by GPS observations
 EH2367.and adjusted by the National Geodetic Survey in June 2012.
 EH2367
 EH2367.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 EH2367.been affixed to the stable North American tectonic plate. See 
 EH2367.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 EH2367
 EH2367.The horizontal coordinates are valid at the epoch date displayed above
 EH2367.which is a decimal equivalence of Year/Month/Day.
 EH2367
 EH2367.The orthometric height was determined by differential leveling and
 EH2367.adjusted by the NATIONAL GEODETIC SURVEY
 EH2367.in June 1991.
 EH2367
 EH2367.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2367.GEOID18 height accuracy estimate available here.
 EH2367
 EH2367.Click photographs - Photos may exist for this station.
 EH2367
 EH2367.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH2367
 EH2367.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2367
 EH2367.The ellipsoidal height was determined by GPS observations
 EH2367.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 EH2367
 EH2367;                    North         East     Units Scale Factor Converg.
 EH2367;SPC AR S     -   620,663.337   437,366.655   MT  0.99997709   +0 13 41.3
 EH2367;SPC AR S     - 2,036,292.96  1,434,927.10   sFT  0.99997709   +0 13 41.3
 EH2367;UTM  15      - 3,835,738.745   628,989.764   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  =   0.99979884
 EH2367
 EH2367_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU2898935738(NAD 83)
 EH2367
 EH2367                          SUPERSEDED SURVEY CONTROL
 EH2367
 EH2367  NAD 83(2007)-  34 39 19.70953(N)    091 35 32.51254(W) AD(2002.00) 0
 EH2367  ELLIP H (02/10/07)   39.803  (m)                       GP(2002.00)    
 EH2367  NAD 83(1997)-  34 39 19.70943(N)    091 35 32.51206(W) AD(       ) 1
 EH2367  ELLIP H (03/09/05)   39.800  (m)                       GP(       ) 4 1
 EH2367  NAVD 88              66.53   (m)          218.3    (f) LEVELING    3  
 EH2367  NGVD 29 (11/26/84)   66.552  (m)          218.35   (f) ADJUSTED    1 2
 EH2367
 EH2367.Superseded values are not recommended for survey control.
 EH2367
 EH2367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2367.See file dsdata.pdf to determine how the superseded data were derived.
 EH2367
 EH2367_MARKER: DB = BENCH MARK DISK
 EH2367_SETTING: 7 = 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 = MARCH 20, 2026 22:17:28 EDT
 EH1406 ***********************************************************************
 EH1406  DESIGNATION -  E 115
 EH1406  PID         -  EH1406
 EH1406  STATE/COUNTY-  AR/ARKANSAS
 EH1406  COUNTRY     -  US
 EH1406  USGS QUAD   -  ALMYRA (2017)
 EH1406
 EH1406                         *CURRENT SURVEY CONTROL
 EH1406  ______________________________________________________________________
 EH1406* NAD 83(1986) POSITION- 34 25 01.     (N) 091 27 10.     (W)   SCALED
 EH1406* NAVD 88 ORTHO HEIGHT -    62.672 (meters)      205.62  (feet) ADJUSTED
 EH1406  ______________________________________________________________________
 EH1406  GEOID HEIGHT    -        -26.510 (meters)                     GEOID18
 EH1406  DYNAMIC HEIGHT  -         62.612 (meters)      205.42  (feet) COMP
 EH1406  MODELED GRAVITY -    979,674.6   (mgal)                       NAVD 88
 EH1406
 EH1406  VERT ORDER      -  FIRST     CLASS II
 EH1406
 EH1406.The horizontal coordinates were scaled from a map and have
 EH1406.an estimated accuracy of +/- 6 seconds.
 EH1406
 EH1406.The orthometric height was determined by differential leveling and
 EH1406.adjusted by the NATIONAL GEODETIC SURVEY
 EH1406.in August 1993.
 EH1406
 EH1406.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1406.GEOID18 height accuracy estimate available here.
 EH1406
 EH1406.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU421094(NAD 83)
 EH1406
 EH1406                          SUPERSEDED SURVEY CONTROL
 EH1406
 EH1406  NAVD 88 (06/15/91)   62.724  (m)          205.79   (f) SUPERSEDED  1 2
 EH1406  NGVD 29 (11/26/84)   62.728  (m)          205.80   (f) ADJUSTED    1 2
 EH1406
 EH1406.Superseded values are not recommended for survey control.
 EH1406
 EH1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1406.See file dsdata.pdf to determine how the superseded data were derived.
 EH1406
 EH1406_MARKER: DB = BENCH MARK DISK
 EH1406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1406_STAMPING: E 115 1954
 EH1406_MARK LOGO: CGS
 EH1406_PROJECTION: FLUSH
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1369 ***********************************************************************
 EH1369  DESIGNATION -  E 116
 EH1369  PID         -  EH1369
 EH1369  STATE/COUNTY-  AR/ARKANSAS
 EH1369  COUNTRY     -  US
 EH1369  USGS QUAD   -  DE WITT SW (2017)
 EH1369
 EH1369                         *CURRENT SURVEY CONTROL
 EH1369  ______________________________________________________________________
 EH1369* NAD 83(1997) POSITION- 34 17 49.30629(N) 091 29 33.74426(W)   ADJUSTED
 EH1369* NAVD 88 ORTHO HEIGHT -    59.657 (meters)      195.72  (feet) ADJUSTED
 EH1369  ______________________________________________________________________
 EH1369  GEOID HEIGHT    -        -26.309 (meters)                     GEOID18
 EH1369  LAPLACE CORR    -         -1.04  (seconds)                    DEFLEC18
 EH1369  DYNAMIC HEIGHT  -         59.599 (meters)      195.53  (feet) COMP
 EH1369  MODELED GRAVITY -    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 and
 EH1369.adjusted by the NATIONAL GEODETIC SURVEY
 EH1369.in August 1993.
 EH1369
 EH1369.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1369.GEOID18 height accuracy estimate available here.
 EH1369
 EH1369.Click photographs - Photos may exist for this station.
 EH1369
 EH1369.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT3871496119(NAD 83)
 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) SUPERSEDED  1 2
 EH1369  NGVD 29              59.73   (m)          196.0    (f) LEVELING    3  
 EH1369  NGVD 29 (11/26/84)   59.727  (m)          195.95   (f) ADJUSTED    1 2
 EH1369
 EH1369.Superseded values are not recommended for survey control.
 EH1369
 EH1369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1369.See file dsdata.pdf to determine how the superseded data were derived.
 EH1369
 EH1369_MARKER: DB = BENCH MARK DISK
 EH1369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1369_STAMPING: E 116 1954
 EH1369_MARK LOGO: CGS
 EH1369_PROJECTION: FLUSH
 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 = MARCH 20, 2026 22:17:28 EDT
 DL0888 ***********************************************************************
 DL0888  DESIGNATION -  E 119
 DL0888  PID         -  DL0888
 DL0888  STATE/COUNTY-  AR/LAFAYETTE
 DL0888  COUNTRY     -  US
 DL0888  USGS QUAD   -  LEWISVILLE (2017)
 DL0888
 DL0888                         *CURRENT SURVEY CONTROL
 DL0888  ______________________________________________________________________
 DL0888* NAD 83(1986) POSITION- 33 19 52.93   (N) 093 30 03.02   (W)   HD_HELD1
 DL0888* NAVD 88 ORTHO HEIGHT -    80.827 (meters)      265.18  (feet) ADJUSTED
 DL0888  ______________________________________________________________________
 DL0888  GEOID HEIGHT    -        -26.653 (meters)                     GEOID18
 DL0888  DYNAMIC HEIGHT  -         80.740 (meters)      264.89  (feet) COMP
 DL0888  MODELED GRAVITY -    979,566.7   (mgal)                       NAVD 88
 DL0888
 DL0888  VERT ORDER      -  SECOND    CLASS 0
 DL0888
 DL0888.The horizontal coordinates were determined by differentially corrected
 DL0888.hand held GPS observations or other comparable positioning techniques
 DL0888.and have an estimated accuracy of +/- 3 meters.
 DL0888
 DL0888.The orthometric height was determined by differential leveling and
 DL0888.adjusted by the NATIONAL GEODETIC SURVEY
 DL0888.in June 1991.
 DL0888
 DL0888.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0888.GEOID18 height accuracy estimate available here.
 DL0888
 DL0888.Click photographs - Photos may exist for this station.
 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     -   474,749.1     260,274.4     MT  (+/- 3 meters HH1 GPS) 
 DL0888
 DL0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS5338988135(NAD 83)
 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
 DL0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0888.See file dsdata.pdf to determine how the superseded data were derived.
 DL0888
 DL0888_MARKER: DB = BENCH MARK DISK
 DL0888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0888_STAMPING: E 119 1934
 DL0888_MARK LOGO: CGS
 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             CGS
 DL0888
 DL0888                          STATION DESCRIPTION
 DL0888
 DL0888'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DL0620 ***********************************************************************
 DL0620  DESIGNATION -  E 120
 DL0620  PID         -  DL0620
 DL0620  STATE/COUNTY-  AR/COLUMBIA
 DL0620  COUNTRY     -  US
 DL0620  USGS QUAD   -  MAGNOLIA (2017)
 DL0620
 DL0620                         *CURRENT SURVEY CONTROL
 DL0620  ______________________________________________________________________
 DL0620* NAD 83(1986) POSITION- 33 19 33.     (N) 093 13 16.     (W)   SCALED
 DL0620* NAVD 88 ORTHO HEIGHT -    98.004 (meters)      321.53  (feet) ADJUSTED
 DL0620  ______________________________________________________________________
 DL0620  GEOID HEIGHT    -        -26.464 (meters)                     GEOID18
 DL0620  DYNAMIC HEIGHT  -         97.899 (meters)      321.19  (feet) COMP
 DL0620  MODELED GRAVITY -    979,566.6   (mgal)                       NAVD 88
 DL0620
 DL0620  VERT ORDER      -  SECOND    CLASS 0
 DL0620
 DL0620.The horizontal coordinates were scaled from a map and have
 DL0620.an estimated accuracy of +/- 6 seconds.
 DL0620
 DL0620.The orthometric height was determined by differential leveling and
 DL0620.adjusted by the NATIONAL GEODETIC SURVEY
 DL0620.in June 1991.
 DL0620
 DL0620.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0620.GEOID18 height accuracy estimate available here.
 DL0620
 DL0620.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS794874(NAD 83)
 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
 DL0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0620.See file dsdata.pdf to determine how the superseded data were derived.
 DL0620
 DL0620_MARKER: DB = BENCH MARK DISK
 DL0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0620_STAMPING: E 120 1934
 DL0620_MARK LOGO: CGS
 DL0620_PROJECTION: PROJECTING 38 CENTIMETERS
 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             CGS
 DL0620  HISTORY     - 1965     POOR             USGS
 DL0620  HISTORY     - 20110921 MARK NOT FOUND   ARHD
 DL0620
 DL0620                          STATION DESCRIPTION
 DL0620
 DL0620'DESCRIBED BY COAST AND 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.
 DL0620
 DL0620                          STATION RECOVERY (2011)
 DL0620
 DL0620'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (AMC)
 DL0620'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0678 ***********************************************************************
 DL0678  DESIGNATION -  E 121
 DL0678  PID         -  DL0678
 DL0678  STATE/COUNTY-  AR/COLUMBIA
 DL0678  COUNTRY     -  US
 DL0678  USGS QUAD   -  VILLAGE (2017)
 DL0678
 DL0678                         *CURRENT SURVEY CONTROL
 DL0678  ______________________________________________________________________
 DL0678* NAD 83(1986) POSITION- 33 15 53.     (N) 093 04 35.     (W)   SCALED
 DL0678* NAVD 88 ORTHO HEIGHT -    80.694 (meters)      264.74  (feet) ADJUSTED
 DL0678  ______________________________________________________________________
 DL0678  GEOID HEIGHT    -        -26.350 (meters)                     GEOID18
 DL0678  DYNAMIC HEIGHT  -         80.607 (meters)      264.46  (feet) COMP
 DL0678  MODELED GRAVITY -    979,564.9   (mgal)                       NAVD 88
 DL0678
 DL0678  VERT ORDER      -  SECOND    CLASS 0
 DL0678
 DL0678.The horizontal coordinates were scaled from a map and have
 DL0678.an estimated accuracy of +/- 6 seconds.
 DL0678
 DL0678.The orthometric height was determined by differential leveling and
 DL0678.adjusted by the NATIONAL GEODETIC SURVEY
 DL0678.in June 1991.
 DL0678
 DL0678.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0678.GEOID18 height accuracy estimate available here.
 DL0678
 DL0678.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS928806(NAD 83)
 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
 DL0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0678.See file dsdata.pdf to determine how the superseded data were derived.
 DL0678
 DL0678_MARKER: DB = BENCH MARK DISK
 DL0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0678_STAMPING: E 121 1934
 DL0678_MARK LOGO: CGS
 DL0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0678+STABILITY: SURFACE MOTION
 DL0678_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL0678+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2011
 DL0678
 DL0678  HISTORY     - Date     Condition        Report By
 DL0678  HISTORY     - 1934     MONUMENTED       CGS
 DL0678  HISTORY     - 1964     GOOD             CGS
 DL0678  HISTORY     - 1965     GOOD             USGS
 DL0678  HISTORY     - 20110921 GOOD             ARHD
 DL0678
 DL0678                          STATION DESCRIPTION
 DL0678
 DL0678'DESCRIBED BY COAST AND 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.
 DL0678
 DL0678                          STATION RECOVERY (2011)
 DL0678
 DL0678'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (KWS)
 DL0678'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0287 ***********************************************************************
 DL0287  DESIGNATION -  E 122
 DL0287  PID         -  DL0287
 DL0287  STATE/COUNTY-  AR/UNION
 DL0287  COUNTRY     -  US
 DL0287  USGS QUAD   -  JUNCTION CITY (2017)
 DL0287
 DL0287                         *CURRENT SURVEY CONTROL
 DL0287  ______________________________________________________________________
 DL0287* NAD 83(1986) POSITION- 33 05 02.     (N) 092 42 01.     (W)   SCALED
 DL0287* NAVD 88 ORTHO HEIGHT -    46.444 (meters)      152.38  (feet) ADJUSTED
 DL0287  ______________________________________________________________________
 DL0287  GEOID HEIGHT    -        -26.266 (meters)                     GEOID18
 DL0287  DYNAMIC HEIGHT  -         46.393 (meters)      152.21  (feet) COMP
 DL0287  MODELED GRAVITY -    979,546.1   (mgal)                       NAVD 88
 DL0287
 DL0287  VERT ORDER      -  SECOND    CLASS 0
 DL0287
 DL0287.The horizontal coordinates were scaled from a map and have
 DL0287.an estimated accuracy of +/- 6 seconds.
 DL0287
 DL0287.The orthometric height was determined by differential leveling and
 DL0287.adjusted by the NATIONAL GEODETIC SURVEY
 DL0287.in June 1991.
 DL0287
 DL0287.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0287.GEOID18 height accuracy estimate available here.
 DL0287
 DL0287.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS279606(NAD 83)
 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
 DL0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0287.See file dsdata.pdf to determine how the superseded data were derived.
 DL0287
 DL0287_MARKER: DB = BENCH MARK DISK
 DL0287_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DL0287_STAMPING: E 122 1934
 DL0287_MARK LOGO: CGS
 DL0287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0287
 DL0287  HISTORY     - Date     Condition        Report By
 DL0287  HISTORY     - 1934     MONUMENTED       CGS
 DL0287  HISTORY     - 1964     MARK NOT FOUND   CGS
 DL0287  HISTORY     - 1978     MARK NOT FOUND   USGS
 DL0287  HISTORY     - 20110421 MARK NOT FOUND   ARHD
 DL0287
 DL0287                          STATION DESCRIPTION
 DL0287
 DL0287'DESCRIBED BY COAST AND 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.
 DL0287
 DL0287                          STATION RECOVERY (2011)
 DL0287
 DL0287'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (SES)
 DL0287'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FH0211 ***********************************************************************
 FH0211  DESIGNATION -  E 124
 FH0211  PID         -  FH0211
 FH0211  STATE/COUNTY-  AR/SEBASTIAN
 FH0211  COUNTRY     -  US
 FH0211  USGS QUAD   -  BARLING (2017)
 FH0211
 FH0211                         *CURRENT SURVEY CONTROL
 FH0211  ______________________________________________________________________
 FH0211* NAD 83(1986) POSITION- 35 20 29.3    (N) 094 22 23.8    (W)   HD_HELD2
 FH0211* NAVD 88 ORTHO HEIGHT -   140.315 (meters)      460.35  (feet) ADJUSTED
 FH0211  ______________________________________________________________________
 FH0211  GEOID HEIGHT    -        -30.226 (meters)                     GEOID18
 FH0211  DYNAMIC HEIGHT  -        140.182 (meters)      459.91  (feet) COMP
 FH0211  MODELED GRAVITY -    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 established by autonomous hand held GPS
 FH0211.observations and have an estimated accuracy of +/- 10 meters.
 FH0211
 FH0211.The orthometric height was determined by differential leveling and
 FH0211.adjusted by the NATIONAL GEODETIC SURVEY
 FH0211.in June 1991.
 FH0211
 FH0211.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0211.GEOID18 height accuracy estimate available here.
 FH0211
 FH0211.Click photographs - Photos may exist for this station.
 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     -   114,444.      184,284.      MT  (+/- 10 meters HH2 GPS)
 FH0211
 FH0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV7520411777(NAD 83)
 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
 FH0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0211.See file dsdata.pdf to determine how the superseded data were derived.
 FH0211
 FH0211_MARKER: DB = BENCH MARK DISK
 FH0211_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 FH0211+WITH SETTING: PAVEMENT
 FH0211_SP_SET: TANK FOUNDATION
 FH0211_STAMPING: E 124 1955
 FH0211_MARK LOGO: CGS
 FH0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0211+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0683 ***********************************************************************
 FG0683  DESIGNATION -  E 125
 FG0683  PID         -  FG0683
 FG0683  STATE/COUNTY-  AR/VAN BUREN
 FG0683  COUNTRY     -  US
 FG0683  USGS QUAD   -  TILLY (2017)
 FG0683
 FG0683                         *CURRENT SURVEY CONTROL
 FG0683  ______________________________________________________________________
 FG0683* NAD 83(1986) POSITION- 35 39 03.50   (N) 092 45 19.10   (W)   HD_HELD1
 FG0683* NAVD 88 ORTHO HEIGHT -   448.957 (meters)     1472.95  (feet) ADJUSTED
 FG0683  ______________________________________________________________________
 FG0683  GEOID HEIGHT    -        -28.018 (meters)                     GEOID18
 FG0683  DYNAMIC HEIGHT  -        448.526 (meters)     1471.54  (feet) COMP
 FG0683  MODELED GRAVITY -    979,659.8   (mgal)                       NAVD 88
 FG0683
 FG0683  VERT ORDER      -  SECOND    CLASS 0
 FG0683
 FG0683.The horizontal coordinates were determined by differentially corrected
 FG0683.hand held GPS observations or other comparable positioning techniques
 FG0683.and have an estimated accuracy of +/- 3 meters.
 FG0683
 FG0683.The orthometric height was determined by differential leveling and
 FG0683.adjusted by the NATIONAL GEODETIC SURVEY
 FG0683.in June 1991.
 FG0683
 FG0683.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0683.GEOID18 height accuracy estimate available here.
 FG0683
 FG0683.Click photographs - Photos may exist for this station.
 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     -   146,443.3     331,605.1     MT  (+/- 3 meters HH1 GPS) 
 FG0683
 FG0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV2215045264(NAD 83)
 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
 FG0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0683.See file dsdata.pdf to determine how the superseded data were derived.
 FG0683
 FG0683_MARKER: DB = BENCH MARK DISK
 FG0683_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0683_STAMPING: E 125 1935
 FG0683_MARK LOGO: CGS
 FG0683_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0683
 FG0683  HISTORY     - Date     Condition        Report By
 FG0683  HISTORY     - 1935     MONUMENTED       CGS
 FG0683  HISTORY     - 1939     GOOD             CGS
 FG0683
 FG0683                          STATION DESCRIPTION
 FG0683
 FG0683'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG0762 ***********************************************************************
 FG0762  DESIGNATION -  E 126
 FG0762  PID         -  FG0762
 FG0762  STATE/COUNTY-  AR/POPE
 FG0762  COUNTRY     -  US
 FG0762  USGS QUAD   -  SIMPSON (2017)
 FG0762
 FG0762                         *CURRENT SURVEY CONTROL
 FG0762  ______________________________________________________________________
 FG0762* NAD 83(1986) POSITION- 35 30 57.     (N) 093 01 27.     (W)   SCALED
 FG0762* NAVD 88 ORTHO HEIGHT -   166.091 (meters)      544.92  (feet) ADJUSTED
 FG0762  ______________________________________________________________________
 FG0762  GEOID HEIGHT    -        -28.596 (meters)                     GEOID18
 FG0762  DYNAMIC HEIGHT  -        165.933 (meters)      544.40  (feet) COMP
 FG0762  MODELED GRAVITY -    979,681.7   (mgal)                       NAVD 88
 FG0762
 FG0762  VERT ORDER      -  SECOND    CLASS 0
 FG0762
 FG0762.The horizontal coordinates were scaled from a map and have
 FG0762.an estimated accuracy of +/- 6 seconds.
 FG0762
 FG0762.The orthometric height was determined by differential leveling and
 FG0762.adjusted by the NATIONAL GEODETIC SURVEY
 FG0762.in June 1991.
 FG0762
 FG0762.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0762.GEOID18 height accuracy estimate available here.
 FG0762
 FG0762.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV978302(NAD 83)
 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
 FG0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0762.See file dsdata.pdf to determine how the superseded data were derived.
 FG0762
 FG0762_MARKER: DB = BENCH MARK DISK
 FG0762_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0762_STAMPING: E 126 1935
 FG0762_MARK LOGO: CGS
 FG0762_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1047 ***********************************************************************
 FG1047  DESIGNATION -  E 127
 FG1047  PID         -  FG1047
 FG1047  STATE/COUNTY-  AR/POPE
 FG1047  COUNTRY     -  US
 FG1047  USGS QUAD   -  KNOXVILLE (2017)
 FG1047
 FG1047                         *CURRENT SURVEY CONTROL
 FG1047  ______________________________________________________________________
 FG1047* NAD 83(1986) POSITION- 35 25 33.     (N) 093 16 12.     (W)   SCALED
 FG1047* NAVD 88 ORTHO HEIGHT -   209.038 (meters)      685.82  (feet) POSTED
 FG1047  ______________________________________________________________________
 FG1047  GEOID HEIGHT    -        -29.096 (meters)                     GEOID18
 FG1047  DYNAMIC HEIGHT  -        208.84  (meters)      685.2   (feet) COMP
 FG1047  MODELED GRAVITY -    979,686.5   (mgal)                       NAVD 88
 FG1047
 FG1047  VERT ORDER      -  * POSTED, SEE BELOW
 FG1047
 FG1047.The horizontal coordinates were scaled from a 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
 FG1047.* This is a POSTED BENCH MARK height.
 FG1047
 FG1047.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1047.GEOID18 height accuracy estimate available here.
 FG1047
 FG1047.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV754203(NAD 83)
 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
 FG1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1047.See file dsdata.pdf to determine how the superseded data were derived.
 FG1047
 FG1047_MARKER: DB = BENCH MARK DISK
 FG1047_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG1047_STAMPING: E 127 1935
 FG1047_MARK LOGO: CGS
 FG1047_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0878 ***********************************************************************
 FG0878  DESIGNATION -  E 128
 FG0878  PID         -  FG0878
 FG0878  STATE/COUNTY-  AR/JOHNSON
 FG0878  COUNTRY     -  US
 FG0878  USGS QUAD   -  ROSETTA (2017)
 FG0878
 FG0878                         *CURRENT SURVEY CONTROL
 FG0878  ______________________________________________________________________
 FG0878* NAD 83(1986) POSITION- 35 40 36.1    (N) 093 18 49.6    (W)   HD_HELD2
 FG0878* NAVD 88 ORTHO HEIGHT -   508.984 (meters)     1669.89  (feet) ADJUSTED
 FG0878  ______________________________________________________________________
 FG0878  GEOID HEIGHT    -        -28.296 (meters)                     GEOID18
 FG0878  DYNAMIC HEIGHT  -        508.500 (meters)     1668.30  (feet) COMP
 FG0878  MODELED GRAVITY -    979,665.9   (mgal)                       NAVD 88
 FG0878
 FG0878  VERT ORDER      -  SECOND    CLASS 0
 FG0878
 FG0878.The horizontal coordinates were established by autonomous hand held GPS
 FG0878.observations and have an estimated accuracy of +/- 10 meters.
 FG0878
 FG0878.The orthometric height was determined by differential leveling and
 FG0878.adjusted by the NATIONAL GEODETIC SURVEY
 FG0878.in June 1991.
 FG0878
 FG0878.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0878.GEOID18 height accuracy estimate available here.
 FG0878
 FG0878.Click photographs - Photos may exist for this station.
 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     -   149,828.      281,074.      MT  (+/- 10 meters HH2 GPS)
 FG0878
 FG0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV7160448135(NAD 83)
 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
 FG0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0878.See file dsdata.pdf to determine how the superseded data were derived.
 FG0878
 FG0878_MARKER: DB = BENCH MARK DISK
 FG0878_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0878_STAMPING: E 128 1935
 FG0878_MARK LOGO: CGS
 FG0878_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 DK1037 ***********************************************************************
 DK1037  DESIGNATION -  E 13
 DK1037  PID         -  DK1037
 DK1037  STATE/COUNTY-  AR/CHICOT
 DK1037  COUNTRY     -  US
 DK1037  USGS QUAD   -  JEROME (2017)
 DK1037
 DK1037                         *CURRENT SURVEY CONTROL
 DK1037  ______________________________________________________________________
 DK1037* NAD 83(1986) POSITION- 33 26 17.     (N) 091 27 10.     (W)   SCALED
 DK1037* NAVD 88 ORTHO HEIGHT -    40.862 (meters)      134.06  (feet) ADJUSTED
 DK1037  ______________________________________________________________________
 DK1037  GEOID HEIGHT    -        -26.043 (meters)                     GEOID18
 DK1037  DYNAMIC HEIGHT  -         40.819 (meters)      133.92  (feet) COMP
 DK1037  MODELED GRAVITY -    979,595.5   (mgal)                       NAVD 88
 DK1037
 DK1037  VERT ORDER      -  FIRST     CLASS II
 DK1037
 DK1037.The horizontal coordinates were scaled from a map and have
 DK1037.an estimated accuracy of +/- 6 seconds.
 DK1037
 DK1037.The orthometric height was determined by differential leveling and
 DK1037.adjusted by the NATIONAL GEODETIC SURVEY
 DK1037.in June 1991.
 DK1037
 DK1037.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1037.GEOID18 height accuracy estimate available here.
 DK1037
 DK1037.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT438009(NAD 83)
 DK1037
 DK1037                          SUPERSEDED SURVEY CONTROL
 DK1037
 DK1037  NGVD 29 (11/26/84)   40.974  (m)          134.43   (f) ADJUSTED    1 2
 DK1037
 DK1037.Superseded values are not recommended for survey control.
 DK1037
 DK1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1037.See file dsdata.pdf to determine how the superseded data were derived.
 DK1037
 DK1037_MARKER: DB = BENCH MARK DISK
 DK1037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1037_STAMPING: E 13 1932
 DK1037_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0374 ***********************************************************************
 GF0374  DESIGNATION -  E 130
 GF0374  PID         -  GF0374
 GF0374  STATE/COUNTY-  AR/NEWTON
 GF0374  COUNTRY     -  US
 GF0374  USGS QUAD   -  HASTY (2017)
 GF0374
 GF0374                         *CURRENT SURVEY CONTROL
 GF0374  ______________________________________________________________________
 GF0374* NAD 83(1986) POSITION- 36 01 20.     (N) 093 02 12.     (W)   SCALED
 GF0374* NAVD 88 ORTHO HEIGHT -   397.110 (meters)     1302.85  (feet) ADJUSTED
 GF0374  ______________________________________________________________________
 GF0374  GEOID HEIGHT    -        -28.295 (meters)                     GEOID18
 GF0374  DYNAMIC HEIGHT  -        396.743 (meters)     1301.65  (feet) COMP
 GF0374  MODELED GRAVITY -    979,697.7   (mgal)                       NAVD 88
 GF0374
 GF0374  VERT ORDER      -  SECOND    CLASS 0
 GF0374
 GF0374.The horizontal coordinates were scaled from a map and have
 GF0374.an estimated accuracy of +/- 6 seconds.
 GF0374
 GF0374.The orthometric height was determined by differential leveling and
 GF0374.adjusted by the NATIONAL GEODETIC SURVEY
 GF0374.in June 1991.
 GF0374
 GF0374.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0374.GEOID18 height accuracy estimate available here.
 GF0374
 GF0374.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV966864(NAD 83)
 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
 GF0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0374.See file dsdata.pdf to determine how the superseded data were derived.
 GF0374
 GF0374_MARKER: DB = BENCH MARK DISK
 GF0374_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GF0374_STAMPING: E 130 1935
 GF0374_MARK LOGO: CGS
 GF0374_MAGNETIC: N = NO MAGNETIC MATERIAL
 GF0374_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1435 ***********************************************************************
 EJ1435  DESIGNATION -  E 131
 EJ1435  PID         -  EJ1435
 EJ1435  STATE/COUNTY-  AR/MONTGOMERY
 EJ1435  COUNTRY     -  US
 EJ1435  USGS QUAD   -  BIG FORK (2017)
 EJ1435
 EJ1435                         *CURRENT SURVEY CONTROL
 EJ1435  ______________________________________________________________________
 EJ1435* NAD 83(1986) POSITION- 34 26 07.     (N) 093 52 45.     (W)   SCALED
 EJ1435* NAVD 88 ORTHO HEIGHT -   444.487 (meters)     1458.29  (feet) ADJUSTED
 EJ1435  ______________________________________________________________________
 EJ1435  GEOID HEIGHT    -        -28.413 (meters)                     GEOID18
 EJ1435  DYNAMIC HEIGHT  -        444.026 (meters)     1456.78  (feet) COMP
 EJ1435  MODELED GRAVITY -    979,582.8   (mgal)                       NAVD 88
 EJ1435
 EJ1435  VERT ORDER      -  SECOND    CLASS 0
 EJ1435
 EJ1435.The horizontal coordinates were scaled from a map and have
 EJ1435.an estimated accuracy of +/- 6 seconds.
 EJ1435
 EJ1435.The orthometric height was determined by differential leveling and
 EJ1435.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1435.in June 1991.
 EJ1435
 EJ1435.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1435.GEOID18 height accuracy estimate available here.
 EJ1435
 EJ1435.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU192107(NAD 83)
 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
 EJ1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1435.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1435
 EJ1435_MARKER: DB = BENCH MARK DISK
 EJ1435_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ1435_STAMPING: E 131 1935
 EJ1435_MARK LOGO: CGS
 EJ1435_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1435
 EJ1435  HISTORY     - Date     Condition        Report By
 EJ1435  HISTORY     - 1935     MONUMENTED       CGS
 EJ1435  HISTORY     - 1961     GOOD             CGS
 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 COAST AND GEODETIC SURVEY 1961
 EJ1435'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EK0176 ***********************************************************************
 EK0176  DESIGNATION -  E 132
 EK0176  PID         -  EK0176
 EK0176  STATE/COUNTY-  AR/HOWARD
 EK0176  COUNTRY     -  US
 EK0176  USGS QUAD   -  BAKER SPRINGS (2017)
 EK0176
 EK0176                         *CURRENT SURVEY CONTROL
 EK0176  ______________________________________________________________________
 EK0176* NAD 83(1986) POSITION- 34 18 45.     (N) 094 10 03.     (W)   SCALED
 EK0176* NAVD 88 ORTHO HEIGHT -   199.710 (meters)      655.22  (feet) ADJUSTED
 EK0176  ______________________________________________________________________
 EK0176  GEOID HEIGHT    -        -28.593 (meters)                     GEOID18
 EK0176  DYNAMIC HEIGHT  -        199.505 (meters)      654.54  (feet) COMP
 EK0176  MODELED GRAVITY -    979,606.4   (mgal)                       NAVD 88
 EK0176
 EK0176  VERT ORDER      -  SECOND    CLASS 0
 EK0176
 EK0176.The horizontal coordinates were scaled from a map and have
 EK0176.an estimated accuracy of +/- 6 seconds.
 EK0176
 EK0176.The orthometric height was determined by differential leveling and
 EK0176.adjusted by the NATIONAL GEODETIC SURVEY
 EK0176.in June 1991.
 EK0176
 EK0176.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0176.GEOID18 height accuracy estimate available here.
 EK0176
 EK0176.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT925974(NAD 83)
 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
 EK0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0176.See file dsdata.pdf to determine how the superseded data were derived.
 EK0176
 EK0176_MARKER: DB = BENCH MARK DISK
 EK0176_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EK0176_STAMPING: E 132 1935
 EK0176_MARK LOGO: CGS
 EK0176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0176
 EK0176  HISTORY     - Date     Condition        Report By
 EK0176  HISTORY     - 1935     MONUMENTED       CGS
 EK0176  HISTORY     - 1942     GOOD             CGS
 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1467 ***********************************************************************
 EJ1467  DESIGNATION -  E 134
 EJ1467  PID         -  EJ1467
 EJ1467  STATE/COUNTY-  AR/POLK
 EJ1467  COUNTRY     -  US
 EJ1467  USGS QUAD   -  BIG FORK (2017)
 EJ1467
 EJ1467                         *CURRENT SURVEY CONTROL
 EJ1467  ______________________________________________________________________
 EJ1467* NAD 83(1986) POSITION- 34 26 57.19   (N) 093 59 37.83   (W)   HD_HELD1
 EJ1467* NAVD 88 ORTHO HEIGHT -   386.492 (meters)     1268.02  (feet) ADJUSTED
 EJ1467  ______________________________________________________________________
 EJ1467  GEOID HEIGHT    -        -28.711 (meters)                     GEOID18
 EJ1467  DYNAMIC HEIGHT  -        386.080 (meters)     1266.66  (feet) COMP
 EJ1467  MODELED GRAVITY -    979,558.7   (mgal)                       NAVD 88
 EJ1467
 EJ1467  VERT ORDER      -  SECOND    CLASS 0
 EJ1467
 EJ1467.The horizontal coordinates were determined by differentially corrected
 EJ1467.hand held GPS observations or other comparable positioning techniques
 EJ1467.and have an estimated accuracy of +/- 3 meters.
 EJ1467
 EJ1467.The orthometric height was determined by differential leveling and
 EJ1467.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1467.in June 1991.
 EJ1467
 EJ1467.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1467.GEOID18 height accuracy estimate available here.
 EJ1467
 EJ1467.Click photographs - Photos may exist for this station.
 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     -   599,493.6     216,796.4     MT  (+/- 3 meters HH1 GPS) 
 EJ1467
 EJ1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU0870512414(NAD 83)
 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
 EJ1467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1467.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1467
 EJ1467_MARKER: DB = BENCH MARK DISK
 EJ1467_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EJ1467_SP_SET: BRIDGE
 EJ1467_STAMPING: E 134 1935
 EJ1467_MARK LOGO: CGS
 EJ1467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1467
 EJ1467  HISTORY     - Date     Condition        Report By
 EJ1467  HISTORY     - 1935     MONUMENTED       CGS
 EJ1467  HISTORY     - 1961     GOOD             CGS
 EJ1467
 EJ1467                          STATION DESCRIPTION
 EJ1467
 EJ1467'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1528 ***********************************************************************
 EJ1528  DESIGNATION -  E 135
 EJ1528  PID         -  EJ1528
 EJ1528  STATE/COUNTY-  AR/MONTGOMERY
 EJ1528  COUNTRY     -  US
 EJ1528  USGS QUAD   -  ODEN (2017)
 EJ1528
 EJ1528                         *CURRENT SURVEY CONTROL
 EJ1528  ______________________________________________________________________
 EJ1528* NAD 83(1986) POSITION- 34 31 07.     (N) 093 49 30.     (W)   SCALED
 EJ1528* NAVD 88 ORTHO HEIGHT -   282.015 (meters)      925.24  (feet) ADJUSTED
 EJ1528  ______________________________________________________________________
 EJ1528  GEOID HEIGHT    -        -28.764 (meters)                     GEOID18
 EJ1528  DYNAMIC HEIGHT  -        281.724 (meters)      924.29  (feet) COMP
 EJ1528  MODELED GRAVITY -    979,597.9   (mgal)                       NAVD 88
 EJ1528
 EJ1528  VERT ORDER      -  SECOND    CLASS 0
 EJ1528
 EJ1528.The horizontal coordinates were scaled from a map and have
 EJ1528.an estimated accuracy of +/- 6 seconds.
 EJ1528
 EJ1528.The orthometric height was determined by differential leveling and
 EJ1528.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1528.in June 1991.
 EJ1528
 EJ1528.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1528.GEOID18 height accuracy estimate available here.
 EJ1528
 EJ1528.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU242199(NAD 83)
 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
 EJ1528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1528.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1528
 EJ1528_MARKER: DB = BENCH MARK DISK
 EJ1528_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ1528_STAMPING: E 135 1935
 EJ1528_MARK LOGO: CGS
 EJ1528_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1528
 EJ1528  HISTORY     - Date     Condition        Report By
 EJ1528  HISTORY     - 1935     MONUMENTED       CGS
 EJ1528  HISTORY     - 1961     GOOD             CGS
 EJ1528
 EJ1528                          STATION DESCRIPTION
 EJ1528
 EJ1528'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1126 ***********************************************************************
 EJ1126  DESIGNATION -  E 137
 EJ1126  PID         -  EJ1126
 EJ1126  STATE/COUNTY-  AR/HOT SPRING
 EJ1126  COUNTRY     -  US
 EJ1126  USGS QUAD   -  POINT CEDAR (2017)
 EJ1126
 EJ1126                         *CURRENT SURVEY CONTROL
 EJ1126  ______________________________________________________________________
 EJ1126* NAD 83(1986) POSITION- 34 19 48.     (N) 093 21 12.     (W)   SCALED
 EJ1126* NAVD 88 ORTHO HEIGHT -   188.222 (meters)      617.53  (feet) ADJUSTED
 EJ1126  ______________________________________________________________________
 EJ1126  GEOID HEIGHT    -        -27.487 (meters)                     GEOID18
 EJ1126  DYNAMIC HEIGHT  -        188.032 (meters)      616.90  (feet) COMP
 EJ1126  MODELED GRAVITY -    979,624.4   (mgal)                       NAVD 88
 EJ1126
 EJ1126  VERT ORDER      -  SECOND    CLASS 0
 EJ1126
 EJ1126.The horizontal coordinates were scaled from a map and have
 EJ1126.an estimated accuracy of +/- 6 seconds.
 EJ1126
 EJ1126.The orthometric height was determined by differential leveling and
 EJ1126.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1126.in June 1991.
 EJ1126
 EJ1126.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1126.GEOID18 height accuracy estimate available here.
 EJ1126
 EJ1126.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT674988(NAD 83)
 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
 EJ1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1126.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1126
 EJ1126_MARKER: DB = BENCH MARK DISK
 EJ1126_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ1126_STAMPING: E 137 1935
 EJ1126_MARK LOGO: CGS
 EJ1126_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1208 ***********************************************************************
 EJ1208  DESIGNATION -  E 138
 EJ1208  PID         -  EJ1208
 EJ1208  STATE/COUNTY-  AR/CLARK
 EJ1208  COUNTRY     -  US
 EJ1208  USGS QUAD   -  CHALYBEATE MOUNTAIN EAST (2017)
 EJ1208
 EJ1208                         *CURRENT SURVEY CONTROL
 EJ1208  ______________________________________________________________________
 EJ1208* NAD 83(1986) POSITION- 34 10 43.     (N) 093 20 24.     (W)   SCALED
 EJ1208* NAVD 88 ORTHO HEIGHT -   115.431 (meters)      378.71  (feet) ADJUSTED
 EJ1208  ______________________________________________________________________
 EJ1208  GEOID HEIGHT    -        -27.181 (meters)                     GEOID18
 EJ1208  DYNAMIC HEIGHT  -        115.315 (meters)      378.33  (feet) COMP
 EJ1208  MODELED GRAVITY -    979,631.6   (mgal)                       NAVD 88
 EJ1208
 EJ1208  VERT ORDER      -  SECOND    CLASS 0
 EJ1208
 EJ1208.The horizontal coordinates were scaled from a map and have
 EJ1208.an estimated accuracy of +/- 6 seconds.
 EJ1208
 EJ1208.The orthometric height was determined by differential leveling and
 EJ1208.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1208.in June 1991.
 EJ1208
 EJ1208.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1208.GEOID18 height accuracy estimate available here.
 EJ1208
 EJ1208.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT686820(NAD 83)
 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
 EJ1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1208.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1208
 EJ1208_MARKER: DB = BENCH MARK DISK
 EJ1208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1208_STAMPING: E 138 1935
 EJ1208_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0727 ***********************************************************************
 EJ0727  DESIGNATION -  E 139
 EJ0727  PID         -  EJ0727
 EJ0727  STATE/COUNTY-  AR/HOT SPRING
 EJ0727  COUNTRY     -  US
 EJ0727  USGS QUAD   -  SOCIAL HILL (2017)
 EJ0727
 EJ0727                         *CURRENT SURVEY CONTROL
 EJ0727  ______________________________________________________________________
 EJ0727* NAD 83(1986) POSITION- 34 20 08.     (N) 092 54 53.     (W)   SCALED
 EJ0727* NAVD 88 ORTHO HEIGHT -   106.030 (meters)      347.87  (feet) ADJUSTED
 EJ0727  ______________________________________________________________________
 EJ0727  GEOID HEIGHT    -        -26.649 (meters)                     GEOID18
 EJ0727  DYNAMIC HEIGHT  -        105.928 (meters)      347.53  (feet) COMP
 EJ0727  MODELED GRAVITY -    979,664.5   (mgal)                       NAVD 88
 EJ0727
 EJ0727  VERT ORDER      -  SECOND    CLASS 0
 EJ0727
 EJ0727.The horizontal coordinates were scaled from a map and have
 EJ0727.an estimated accuracy of +/- 6 seconds.
 EJ0727
 EJ0727.The orthometric height was determined by differential leveling and
 EJ0727.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0727.in June 1991.
 EJ0727
 EJ0727.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0727.GEOID18 height accuracy estimate available here.
 EJ0727
 EJ0727.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT078993(NAD 83)
 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
 EJ0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0727.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0727
 EJ0727_MARKER: DB = BENCH MARK DISK
 EJ0727_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0727_STAMPING: E 139 1935
 EJ0727_MARK LOGO: CGS
 EJ0727_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0727
 EJ0727  HISTORY     - Date     Condition        Report By
 EJ0727  HISTORY     - 1935     MONUMENTED       CGS
 EJ0727  HISTORY     - 20160613 MARK NOT FOUND   ARHD
 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.
 EJ0727
 EJ0727                          STATION RECOVERY (2016)
 EJ0727
 EJ0727'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (BAB)
 EJ0727'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0713 ***********************************************************************
 EJ0713  DESIGNATION -  E 140
 EJ0713  PID         -  EJ0713
 EJ0713  STATE/COUNTY-  AR/GARLAND
 EJ0713  COUNTRY     -  US
 EJ0713  USGS QUAD   -  LAKE CATHERINE (2017)
 EJ0713
 EJ0713                         *CURRENT SURVEY CONTROL
 EJ0713  ______________________________________________________________________
 EJ0713* NAD 83(1986) POSITION- 34 27 47.     (N) 092 55 56.     (W)   SCALED
 EJ0713* NAVD 88 ORTHO HEIGHT -   122.711 (meters)      402.59  (feet) ADJUSTED
 EJ0713  ______________________________________________________________________
 EJ0713  GEOID HEIGHT    -        -26.774 (meters)                     GEOID18
 EJ0713  DYNAMIC HEIGHT  -        122.594 (meters)      402.21  (feet) COMP
 EJ0713  MODELED GRAVITY -    979,676.5   (mgal)                       NAVD 88
 EJ0713
 EJ0713  VERT ORDER      -  SECOND    CLASS 0
 EJ0713
 EJ0713.The horizontal coordinates were scaled from a map and have
 EJ0713.an estimated accuracy of +/- 6 seconds.
 EJ0713
 EJ0713.The orthometric height was determined by differential leveling and
 EJ0713.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0713.in June 1991.
 EJ0713
 EJ0713.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0713.GEOID18 height accuracy estimate available here.
 EJ0713
 EJ0713.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU062135(NAD 83)
 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
 EJ0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0713.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0713
 EJ0713_MARKER: DB = BENCH MARK DISK
 EJ0713_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0713_STAMPING: E 140 1935
 EJ0713_MARK LOGO: CGS
 EJ0713_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0713
 EJ0713  HISTORY     - Date     Condition        Report By
 EJ0713  HISTORY     - 1935     MONUMENTED       CGS
 EJ0713  HISTORY     - 20201202 MARK NOT FOUND   ARHD
 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.
 EJ0713
 EJ0713                          STATION RECOVERY (2020)
 EJ0713
 EJ0713'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2020 (JH)
 EJ0713'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1492 ***********************************************************************
 FG1492  DESIGNATION -  E 141
 FG1492  PID         -  FG1492
 FG1492  STATE/COUNTY-  AR/FRANKLIN
 FG1492  COUNTRY     -  US
 FG1492  USGS QUAD   -  HUNT (2017)
 FG1492
 FG1492                         *CURRENT SURVEY CONTROL
 FG1492  ______________________________________________________________________
 FG1492* NAD 83(1986) POSITION- 35 35 26.     (N) 093 43 24.     (W)   SCALED
 FG1492* NAVD 88 ORTHO HEIGHT -   516.002 (meters)     1692.92  (feet) ADJUSTED
 FG1492  ______________________________________________________________________
 FG1492  GEOID HEIGHT    -        -28.681 (meters)                     GEOID18
 FG1492  DYNAMIC HEIGHT  -        515.505 (meters)     1691.29  (feet) COMP
 FG1492  MODELED GRAVITY -    979,653.7   (mgal)                       NAVD 88
 FG1492
 FG1492  VERT ORDER      -  SECOND    CLASS 0
 FG1492
 FG1492.The horizontal coordinates were scaled from a map and have
 FG1492.an estimated accuracy of +/- 6 seconds.
 FG1492
 FG1492.The orthometric height was determined by differential leveling and
 FG1492.adjusted by the NATIONAL GEODETIC SURVEY
 FG1492.in June 1991.
 FG1492
 FG1492.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1492.GEOID18 height accuracy estimate available here.
 FG1492
 FG1492.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV344387(NAD 83)
 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
 FG1492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1492.See file dsdata.pdf to determine how the superseded data were derived.
 FG1492
 FG1492_MARKER: DB = BENCH MARK DISK
 FG1492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1492_STAMPING: E 141 1935
 FG1492_MARK LOGO: CGS
 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             CGS
 FG1492
 FG1492                          STATION DESCRIPTION
 FG1492
 FG1492'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG1426 ***********************************************************************
 FG1426  DESIGNATION -  E 142
 FG1426  PID         -  FG1426
 FG1426  STATE/COUNTY-  AR/FRANKLIN
 FG1426  COUNTRY     -  US
 FG1426  USGS QUAD   -  BIDVILLE (2017)
 FG1426
 FG1426                         *CURRENT SURVEY CONTROL
 FG1426  ______________________________________________________________________
 FG1426* NAD 83(1986) POSITION- 35 41 42.     (N) 093 55 44.     (W)   SCALED
 FG1426* NAVD 88 ORTHO HEIGHT -   289.859 (meters)      950.98  (feet) ADJUSTED
 FG1426  ______________________________________________________________________
 FG1426  GEOID HEIGHT    -        -28.437 (meters)                     GEOID18
 FG1426  DYNAMIC HEIGHT  -        289.589 (meters)      950.09  (feet) COMP
 FG1426  MODELED GRAVITY -    979,694.6   (mgal)                       NAVD 88
 FG1426
 FG1426  VERT ORDER      -  SECOND    CLASS 0
 FG1426
 FG1426.The horizontal coordinates were scaled from a map and have
 FG1426.an estimated accuracy of +/- 6 seconds.
 FG1426
 FG1426.The orthometric height was determined by differential leveling and
 FG1426.adjusted by the NATIONAL GEODETIC SURVEY
 FG1426.in June 1991.
 FG1426
 FG1426.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1426.GEOID18 height accuracy estimate available here.
 FG1426
 FG1426.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV159505(NAD 83)
 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
 FG1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1426.See file dsdata.pdf to determine how the superseded data were derived.
 FG1426
 FG1426_MARKER: DB = BENCH MARK DISK
 FG1426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1426_STAMPING: E 142 1935
 FG1426_MARK LOGO: CGS
 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   CGS
 FG1426  HISTORY     - 1972     MARK NOT FOUND   NGS
 FG1426
 FG1426                          STATION DESCRIPTION
 FG1426
 FG1426'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG1369 ***********************************************************************
 FG1369  DESIGNATION -  E 143
 FG1369  PID         -  FG1369
 FG1369  STATE/COUNTY-  AR/CRAWFORD
 FG1369  COUNTRY     -  US
 FG1369  USGS QUAD   -  BIDVILLE (2017)
 FG1369
 FG1369                         *CURRENT SURVEY CONTROL
 FG1369  ______________________________________________________________________
 FG1369* NAD 83(1986) POSITION- 35 44 24.5    (N) 093 55 19.0    (W)   HD_HELD2
 FG1369* NAVD 88 ORTHO HEIGHT -   664.125 (meters)     2178.88  (feet) ADJUSTED
 FG1369  ______________________________________________________________________
 FG1369  GEOID HEIGHT    -        -28.245 (meters)                     GEOID18
 FG1369  DYNAMIC HEIGHT  -        663.472 (meters)     2176.74  (feet) COMP
 FG1369  MODELED GRAVITY -    979,627.2   (mgal)                       NAVD 88
 FG1369
 FG1369  VERT ORDER      -  SECOND    CLASS 0
 FG1369
 FG1369.The horizontal coordinates were established by autonomous hand held GPS
 FG1369.observations and have an estimated accuracy of +/- 10 meters.
 FG1369
 FG1369.The orthometric height was determined by differential leveling and
 FG1369.adjusted by the NATIONAL GEODETIC SURVEY
 FG1369.in June 1991.
 FG1369
 FG1369.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1369.GEOID18 height accuracy estimate available here.
 FG1369
 FG1369.Click photographs - Photos may exist for this station.
 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     -   157,770.      226,165.      MT  (+/- 10 meters HH2 GPS)
 FG1369
 FG1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV1663455518(NAD 83)
 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
 FG1369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1369.See file dsdata.pdf to determine how the superseded data were derived.
 FG1369
 FG1369_MARKER: DB = BENCH MARK DISK
 FG1369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1369_STAMPING: E 143 1935
 FG1369_MARK LOGO: CGS
 FG1369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1369+STABILITY: SURFACE MOTION
 FG1369_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FG1369+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2014
 FG1369
 FG1369  HISTORY     - Date     Condition        Report By
 FG1369  HISTORY     - 1935     MONUMENTED       CGS
 FG1369  HISTORY     - 1960     GOOD             CGS
 FG1369  HISTORY     - 20140315 GOOD             INDIV
 FG1369
 FG1369                          STATION DESCRIPTION
 FG1369
 FG1369'DESCRIBED BY COAST AND 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.
 FG1369
 FG1369                          STATION RECOVERY (2014)
 FG1369
 FG1369'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (WDA)
 FG1369'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FH0078 ***********************************************************************
 FH0078  DESIGNATION -  E 144
 FH0078  PID         -  FH0078
 FH0078  STATE/COUNTY-  AR/WASHINGTON
 FH0078  COUNTRY     -  US
 FH0078  USGS QUAD   -  BRENTWOOD (2017)
 FH0078
 FH0078                         *CURRENT SURVEY CONTROL
 FH0078  ______________________________________________________________________
 FH0078* NAD 83(1986) POSITION- 35 48 37.     (N) 094 00 47.     (W)   SCALED
 FH0078* NAVD 88 ORTHO HEIGHT -   690.907 (meters)     2266.75  (feet) ADJUSTED
 FH0078  ______________________________________________________________________
 FH0078  GEOID HEIGHT    -        -28.079 (meters)                     GEOID18
 FH0078  DYNAMIC HEIGHT  -        690.233 (meters)     2264.54  (feet) COMP
 FH0078  MODELED GRAVITY -    979,633.2   (mgal)                       NAVD 88
 FH0078
 FH0078  VERT ORDER      -  SECOND    CLASS 0
 FH0078
 FH0078.The horizontal coordinates were scaled from a map and have
 FH0078.an estimated accuracy of +/- 6 seconds.
 FH0078
 FH0078.The orthometric height was determined by differential leveling and
 FH0078.adjusted by the NATIONAL GEODETIC SURVEY
 FH0078.in June 1991.
 FH0078
 FH0078.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0078.GEOID18 height accuracy estimate available here.
 FH0078
 FH0078.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV084633(NAD 83)
 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
 FH0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0078.See file dsdata.pdf to determine how the superseded data were derived.
 FH0078
 FH0078_MARKER: DB = BENCH MARK DISK
 FH0078_SETTING: 66 = SET IN ROCK OUTCROP
 FH0078_STAMPING: E 144 1935
 FH0078_MARK LOGO: CGS
 FH0078_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FH0078+STABILITY: POSITION/ELEVATION WELL
 FH0078
 FH0078  HISTORY     - Date     Condition        Report By
 FH0078  HISTORY     - 1935     MONUMENTED       CGS
 FH0078  HISTORY     - 1960     GOOD             CGS
 FH0078
 FH0078                          STATION DESCRIPTION
 FH0078
 FH0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1359 ***********************************************************************
 FG1359  DESIGNATION -  E 145
 FG1359  PID         -  FG1359
 FG1359  STATE/COUNTY-  AR/MADISON
 FG1359  COUNTRY     -  US
 FG1359  USGS QUAD   -  WEATHERS (2017)
 FG1359
 FG1359                         *CURRENT SURVEY CONTROL
 FG1359  ______________________________________________________________________
 FG1359* NAD 83(1986) POSITION- 35 56 03.     (N) 093 30 45.     (W)   SCALED
 FG1359* NAVD 88 ORTHO HEIGHT -   667.157 (meters)     2188.83  (feet) ADJUSTED
 FG1359  ______________________________________________________________________
 FG1359  GEOID HEIGHT    -        -27.879 (meters)                     GEOID18
 FG1359  DYNAMIC HEIGHT  -        666.524 (meters)     2186.75  (feet) COMP
 FG1359  MODELED GRAVITY -    979,660.9   (mgal)                       NAVD 88
 FG1359
 FG1359  VERT ORDER      -  SECOND    CLASS 0
 FG1359
 FG1359.The horizontal coordinates were scaled from a map and have
 FG1359.an estimated accuracy of +/- 6 seconds.
 FG1359
 FG1359.The orthometric height was determined by differential leveling and
 FG1359.adjusted by the NATIONAL GEODETIC SURVEY
 FG1359.in June 1991.
 FG1359
 FG1359.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1359.GEOID18 height accuracy estimate available here.
 FG1359
 FG1359.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV537767(NAD 83)
 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
 FG1359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1359.See file dsdata.pdf to determine how the superseded data were derived.
 FG1359
 FG1359_MARKER: DB = BENCH MARK DISK
 FG1359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1359_STAMPING: E 145 1935
 FG1359_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0718 ***********************************************************************
 FG0718  DESIGNATION -  E 146
 FG0718  PID         -  FG0718
 FG0718  STATE/COUNTY-  AR/NEWTON
 FG0718  COUNTRY     -  US
 FG0718  USGS QUAD   -  EULA (2017)
 FG0718
 FG0718                         *CURRENT SURVEY CONTROL
 FG0718  ______________________________________________________________________
 FG0718* NAD 83(1986) POSITION- 35 57 54.     (N) 092 57 39.     (W)   SCALED
 FG0718* NAVD 88 ORTHO HEIGHT -   253.618 (meters)      832.08  (feet) ADJUSTED
 FG0718  ______________________________________________________________________
 FG0718  GEOID HEIGHT    -        -28.287 (meters)                     GEOID18
 FG0718  DYNAMIC HEIGHT  -        253.385 (meters)      831.31  (feet) COMP
 FG0718  MODELED GRAVITY -    979,709.3   (mgal)                       NAVD 88
 FG0718
 FG0718  VERT ORDER      -  SECOND    CLASS 0
 FG0718
 FG0718.The horizontal coordinates were scaled from a map and have
 FG0718.an estimated accuracy of +/- 6 seconds.
 FG0718
 FG0718.The orthometric height was determined by differential leveling and
 FG0718.adjusted by the NATIONAL GEODETIC SURVEY
 FG0718.in June 1991.
 FG0718
 FG0718.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0718.GEOID18 height accuracy estimate available here.
 FG0718
 FG0718.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV035800(NAD 83)
 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
 FG0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0718.See file dsdata.pdf to determine how the superseded data were derived.
 FG0718
 FG0718_MARKER: DB = BENCH MARK DISK
 FG0718_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0718_STAMPING: E 146 1935
 FG0718_MARK LOGO: CGS
 FG0718_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0512 ***********************************************************************
 FG0512  DESIGNATION -  E 147
 FG0512  PID         -  FG0512
 FG0512  STATE/COUNTY-  AR/NEWTON
 FG0512  COUNTRY     -  US
 FG0512  USGS QUAD   -  SMYRNA (2017)
 FG0512
 FG0512                         *CURRENT SURVEY CONTROL
 FG0512  ______________________________________________________________________
 FG0512* NAD 83(1986) POSITION- 35 44 59.40   (N) 092 57 08.56   (W)   HD_HELD1
 FG0512* NAVD 88 ORTHO HEIGHT -   559.108 (meters)     1834.34  (feet) ADJUSTED
 FG0512  ______________________________________________________________________
 FG0512  GEOID HEIGHT    -        -28.052 (meters)                     GEOID18
 FG0512  DYNAMIC HEIGHT  -        558.574 (meters)     1832.59  (feet) COMP
 FG0512  MODELED GRAVITY -    979,660.2   (mgal)                       NAVD 88
 FG0512
 FG0512  VERT ORDER      -  SECOND    CLASS 0
 FG0512
 FG0512.The horizontal coordinates were determined by differentially corrected
 FG0512.hand held GPS observations or other comparable positioning techniques
 FG0512.and have an estimated accuracy of +/- 3 meters.
 FG0512
 FG0512.The orthometric height was determined by differential leveling and
 FG0512.adjusted by the NATIONAL GEODETIC SURVEY
 FG0512.in June 1991.
 FG0512
 FG0512.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0512.GEOID18 height accuracy estimate available here.
 FG0512
 FG0512.Click photographs - Photos may exist for this station.
 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     -   157,565.9     313,866.2     MT  (+/- 3 meters HH1 GPS) 
 FG0512
 FG0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV0430556202(NAD 83)
 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
 FG0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0512.See file dsdata.pdf to determine how the superseded data were derived.
 FG0512
 FG0512_MARKER: DB = BENCH MARK DISK
 FG0512_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0512_STAMPING: E 147 1935
 FG0512_MARK LOGO: CGS
 FG0512_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0662 ***********************************************************************
 FG0662  DESIGNATION -  E 148
 FG0662  PID         -  FG0662
 FG0662  STATE/COUNTY-  AR/POPE
 FG0662  COUNTRY     -  US
 FG0662  USGS QUAD   -  SOLO (2017)
 FG0662
 FG0662                         *CURRENT SURVEY CONTROL
 FG0662  ______________________________________________________________________
 FG0662* NAD 83(1986) POSITION- 35 37 19.0    (N) 092 52 33.2    (W)   HD_HELD2
 FG0662* NAVD 88 ORTHO HEIGHT -   488.057 (meters)     1601.23  (feet) ADJUSTED
 FG0662  ______________________________________________________________________
 FG0662  GEOID HEIGHT    -        -28.173 (meters)                     GEOID18
 FG0662  DYNAMIC HEIGHT  -        487.584 (meters)     1599.68  (feet) COMP
 FG0662  MODELED GRAVITY -    979,648.6   (mgal)                       NAVD 88
 FG0662
 FG0662  VERT ORDER      -  SECOND    CLASS 0
 FG0662
 FG0662.The horizontal coordinates were established by autonomous hand held GPS
 FG0662.observations and have an estimated accuracy of +/- 10 meters.
 FG0662
 FG0662.The orthometric height was determined by differential leveling and
 FG0662.adjusted by the NATIONAL GEODETIC SURVEY
 FG0662.in June 1991.
 FG0662
 FG0662.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0662.GEOID18 height accuracy estimate available here.
 FG0662
 FG0662.Click photographs - Photos may exist for this station.
 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     -   143,313.      320,658.      MT  (+/- 10 meters HH2 GPS)
 FG0662
 FG0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV1123842024(NAD 83)
 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
 FG0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0662.See file dsdata.pdf to determine how the superseded data were derived.
 FG0662
 FG0662_MARKER: DB = BENCH MARK DISK
 FG0662_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0662_STAMPING: E 148 1935
 FG0662_MARK LOGO: CGS
 FG0662_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0650 ***********************************************************************
 FG0650  DESIGNATION -  E 149
 FG0650  PID         -  FG0650
 FG0650  STATE/COUNTY-  AR/SEARCY
 FG0650  COUNTRY     -  US
 FG0650  USGS QUAD   -  WITTS SPRINGS (2017)
 FG0650
 FG0650                         *CURRENT SURVEY CONTROL
 FG0650  ______________________________________________________________________
 FG0650* NAD 83(1986) POSITION- 35 52 08.     (N) 092 50 17.     (W)   SCALED
 FG0650* NAVD 88 ORTHO HEIGHT -   261.773 (meters)      858.83  (feet) ADJUSTED
 FG0650  ______________________________________________________________________
 FG0650  GEOID HEIGHT    -        -28.113 (meters)                     GEOID18
 FG0650  DYNAMIC HEIGHT  -        261.530 (meters)      858.04  (feet) COMP
 FG0650  MODELED GRAVITY -    979,701.1   (mgal)                       NAVD 88
 FG0650
 FG0650  VERT ORDER      -  SECOND    CLASS 0
 FG0650
 FG0650.The horizontal coordinates were scaled from a map and have
 FG0650.an estimated accuracy of +/- 6 seconds.
 FG0650
 FG0650.The orthometric height was determined by differential leveling and
 FG0650.adjusted by the NATIONAL GEODETIC SURVEY
 FG0650.in June 1991.
 FG0650
 FG0650.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0650.GEOID18 height accuracy estimate available here.
 FG0650
 FG0650.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV146694(NAD 83)
 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
 FG0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0650.See file dsdata.pdf to determine how the superseded data were derived.
 FG0650
 FG0650_MARKER: DB = BENCH MARK DISK
 FG0650_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0650_STAMPING: E 149 1935
 FG0650_MARK LOGO: CGS
 FG0650_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH0859 ***********************************************************************
 EH0859  DESIGNATION -  E 15
 EH0859  PID         -  EH0859
 EH0859  STATE/COUNTY-  AR/LEE
 EH0859  COUNTRY     -  US
 EH0859  USGS QUAD   -  AUBREY (2017)
 EH0859
 EH0859                         *CURRENT SURVEY CONTROL
 EH0859  ______________________________________________________________________
 EH0859* NAD 83(1986) POSITION- 34 43 06.     (N) 090 53 52.     (W)   SCALED
 EH0859* NAVD 88 ORTHO HEIGHT -    62.765 (meters)      205.92  (feet) ADJUSTED
 EH0859  ______________________________________________________________________
 EH0859  GEOID HEIGHT    -        -26.764 (meters)                     GEOID18
 EH0859  DYNAMIC HEIGHT  -         62.707 (meters)      205.73  (feet) COMP
 EH0859  MODELED GRAVITY -    979,706.9   (mgal)                       NAVD 88
 EH0859
 EH0859  VERT ORDER      -  FIRST     CLASS II
 EH0859
 EH0859.The horizontal coordinates were scaled from a map and have
 EH0859.an estimated accuracy of +/- 6 seconds.
 EH0859
 EH0859.The orthometric height was determined by differential leveling and
 EH0859.adjusted by the NATIONAL GEODETIC SURVEY
 EH0859.in June 1991.
 EH0859
 EH0859.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0859.GEOID18 height accuracy estimate available here.
 EH0859
 EH0859.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU925438(NAD 83)
 EH0859
 EH0859                          SUPERSEDED SURVEY CONTROL
 EH0859
 EH0859  NGVD 29 (11/26/84)   62.779  (m)          205.97   (f) ADJUSTED    1 2
 EH0859
 EH0859.Superseded values are not recommended for survey control.
 EH0859
 EH0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0859.See file dsdata.pdf to determine how the superseded data were derived.
 EH0859
 EH0859_MARKER: DB = BENCH MARK DISK
 EH0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0859_STAMPING: 205.856 E 15 1932
 EH0859_MARK LOGO: CGS
 EH0859_PROJECTION: PROJECTING 3 CENTIMETERS
 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'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 = MARCH 20, 2026 22:17:28 EDT
 FG0641 ***********************************************************************
 FG0641  DESIGNATION -  E 150
 FG0641  PID         -  FG0641
 FG0641  STATE/COUNTY-  AR/VAN BUREN
 FG0641  COUNTRY     -  US
 FG0641  USGS QUAD   -  BOTKINBURG (2017)
 FG0641
 FG0641                         *CURRENT SURVEY CONTROL
 FG0641  ______________________________________________________________________
 FG0641* NAD 83(1986) POSITION- 35 44 23.23   (N) 092 37 09.09   (W)   HD_HELD1
 FG0641* NAVD 88 ORTHO HEIGHT -   465.578 (meters)     1527.48  (feet) ADJUSTED
 FG0641  ______________________________________________________________________
 FG0641  GEOID HEIGHT    -        -27.926 (meters)                     GEOID18
 FG0641  DYNAMIC HEIGHT  -        465.136 (meters)     1526.03  (feet) COMP
 FG0641  MODELED GRAVITY -    979,669.6   (mgal)                       NAVD 88
 FG0641
 FG0641  VERT ORDER      -  SECOND    CLASS 0
 FG0641
 FG0641.The horizontal coordinates were determined by differentially corrected
 FG0641.hand held GPS observations or other comparable positioning techniques
 FG0641.and have an estimated accuracy of +/- 3 meters.
 FG0641
 FG0641.The orthometric height was determined by differential leveling and
 FG0641.adjusted by the NATIONAL GEODETIC SURVEY
 FG0641.in June 1991.
 FG0641
 FG0641.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0641.GEOID18 height accuracy estimate available here.
 FG0641
 FG0641.Click photographs - Photos may exist for this station.
 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     -   156,210.7     343,992.3     MT  (+/- 3 meters HH1 GPS) 
 FG0641
 FG0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV3443355154(NAD 83)
 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
 FG0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0641.See file dsdata.pdf to determine how the superseded data were derived.
 FG0641
 FG0641_MARKER: DB = BENCH MARK DISK
 FG0641_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0641_STAMPING: E 150 1935
 FG0641_MARK LOGO: CGS
 FG0641_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0641
 FG0641  HISTORY     - Date     Condition        Report By
 FG0641  HISTORY     - 1935     MONUMENTED       CGS
 FG0641
 FG0641                          STATION DESCRIPTION
 FG0641
 FG0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1221 ***********************************************************************
 EJ1221  DESIGNATION -  E 151
 EJ1221  PID         -  EJ1221
 EJ1221  STATE/COUNTY-  AR/CLARK
 EJ1221  COUNTRY     -  US
 EJ1221  USGS QUAD   -  OKOLONA NORTH (2017)
 EJ1221
 EJ1221                         *CURRENT SURVEY CONTROL
 EJ1221  ______________________________________________________________________
 EJ1221* NAD 83(1986) POSITION- 34 01 58.     (N) 093 17 11.     (W)   SCALED
 EJ1221* NAVD 88 ORTHO HEIGHT -    91.825 (meters)      301.26  (feet) ADJUSTED
 EJ1221  ______________________________________________________________________
 EJ1221  GEOID HEIGHT    -        -26.963 (meters)                     GEOID18
 EJ1221  DYNAMIC HEIGHT  -         91.732 (meters)      300.96  (feet) COMP
 EJ1221  MODELED GRAVITY -    979,625.7   (mgal)                       NAVD 88
 EJ1221
 EJ1221  VERT ORDER      -  SECOND    CLASS 0
 EJ1221
 EJ1221.The horizontal coordinates were scaled from a map and have
 EJ1221.an estimated accuracy of +/- 6 seconds.
 EJ1221
 EJ1221.The orthometric height was determined by differential leveling and
 EJ1221.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1221.in June 1991.
 EJ1221
 EJ1221.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1221.GEOID18 height accuracy estimate available here.
 EJ1221
 EJ1221.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT735658(NAD 83)
 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
 EJ1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1221.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1221
 EJ1221_MARKER: DB = BENCH MARK DISK
 EJ1221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1221_STAMPING: E 151 1935
 EJ1221_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0460 ***********************************************************************
 GF0460  DESIGNATION -  E 156
 GF0460  PID         -  GF0460
 GF0460  STATE/COUNTY-  AR/NEWTON
 GF0460  COUNTRY     -  US
 GF0460  USGS QUAD   -  OSAGE SW (2017)
 GF0460
 GF0460                         *CURRENT SURVEY CONTROL
 GF0460  ______________________________________________________________________
 GF0460* NAD 83(1986) POSITION- 36 01 44.     (N) 093 26 21.     (W)   SCALED
 GF0460* NAVD 88 ORTHO HEIGHT -   681.702 (meters)     2236.55  (feet) ADJUSTED
 GF0460  ______________________________________________________________________
 GF0460  GEOID HEIGHT    -        -27.917 (meters)                     GEOID18
 GF0460  DYNAMIC HEIGHT  -        681.079 (meters)     2234.51  (feet) COMP
 GF0460  MODELED GRAVITY -    979,694.2   (mgal)                       NAVD 88
 GF0460
 GF0460  VERT ORDER      -  SECOND    CLASS 0
 GF0460
 GF0460.The horizontal coordinates were scaled from a map and have
 GF0460.an estimated accuracy of +/- 6 seconds.
 GF0460
 GF0460.The orthometric height was determined by differential leveling and
 GF0460.adjusted by the NATIONAL GEODETIC SURVEY
 GF0460.in June 1991.
 GF0460
 GF0460.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0460.GEOID18 height accuracy estimate available here.
 GF0460
 GF0460.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV604872(NAD 83)
 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
 GF0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0460.See file dsdata.pdf to determine how the superseded data were derived.
 GF0460
 GF0460_MARKER: DB = BENCH MARK DISK
 GF0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0460_STAMPING: E 156 1935
 GF0460_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0432 ***********************************************************************
 GF0432  DESIGNATION -  E 158
 GF0432  PID         -  GF0432
 GF0432  STATE/COUNTY-  AR/CARROLL
 GF0432  COUNTRY     -  US
 GF0432  USGS QUAD   -  OSAGE (2017)
 GF0432
 GF0432                         *CURRENT SURVEY CONTROL
 GF0432  ______________________________________________________________________
 GF0432* NAD 83(1986) POSITION- 36 11 30.     (N) 093 25 24.     (W)   SCALED
 GF0432* NAVD 88 ORTHO HEIGHT -   410.441 (meters)     1346.59  (feet) ADJUSTED
 GF0432  ______________________________________________________________________
 GF0432  GEOID HEIGHT    -        -28.056 (meters)                     GEOID18
 GF0432  DYNAMIC HEIGHT  -        410.066 (meters)     1345.36  (feet) COMP
 GF0432  MODELED GRAVITY -    979,707.2   (mgal)                       NAVD 88
 GF0432
 GF0432  VERT ORDER      -  SECOND    CLASS 0
 GF0432
 GF0432.The horizontal coordinates were scaled from a map and have
 GF0432.an estimated accuracy of +/- 6 seconds.
 GF0432
 GF0432.The orthometric height was determined by differential leveling and
 GF0432.adjusted by the NATIONAL GEODETIC SURVEY
 GF0432.in June 1991.
 GF0432
 GF0432.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0432.GEOID18 height accuracy estimate available here.
 GF0432
 GF0432.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA619052(NAD 83)
 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
 GF0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0432.See file dsdata.pdf to determine how the superseded data were derived.
 GF0432
 GF0432_MARKER: DB = BENCH MARK DISK
 GF0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0432_STAMPING: E 158 1935
 GF0432_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1091 ***********************************************************************
 EJ1091  DESIGNATION -  E 159
 EJ1091  PID         -  EJ1091
 EJ1091  STATE/COUNTY-  AR/GARLAND
 EJ1091  COUNTRY     -  US
 EJ1091  USGS QUAD   -  CRYSTAL SPRINGS (2017)
 EJ1091
 EJ1091                         *CURRENT SURVEY CONTROL
 EJ1091  ______________________________________________________________________
 EJ1091* NAD 83(1986) POSITION- 34 32 29.     (N) 093 21 13.     (W)   SCALED
 EJ1091* NAVD 88 ORTHO HEIGHT -   169.402 (meters)      555.78  (feet) ADJUSTED
 EJ1091  ______________________________________________________________________
 EJ1091  GEOID HEIGHT    -        -27.949 (meters)                     GEOID18
 EJ1091  DYNAMIC HEIGHT  -        169.232 (meters)      555.22  (feet) COMP
 EJ1091  MODELED GRAVITY -    979,631.3   (mgal)                       NAVD 88
 EJ1091
 EJ1091  VERT ORDER      -  SECOND    CLASS 0
 EJ1091
 EJ1091.The horizontal coordinates were scaled from a map and have
 EJ1091.an estimated accuracy of +/- 6 seconds.
 EJ1091
 EJ1091.The orthometric height was determined by differential leveling and
 EJ1091.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1091.in June 1991.
 EJ1091
 EJ1091.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1091.GEOID18 height accuracy estimate available here.
 EJ1091
 EJ1091.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU675222(NAD 83)
 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
 EJ1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1091.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1091
 EJ1091_MARKER: DB = BENCH MARK DISK
 EJ1091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1091_STAMPING: E 159 1935
 EJ1091_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0576 ***********************************************************************
 FF0576  DESIGNATION -  E 16
 FF0576  PID         -  FF0576
 FF0576  STATE/COUNTY-  AR/CROSS
 FF0576  COUNTRY     -  US
 FF0576  USGS QUAD   -  HICKORY RIDGE (2017)
 FF0576
 FF0576                         *CURRENT SURVEY CONTROL
 FF0576  ______________________________________________________________________
 FF0576* NAD 83(1986) POSITION- 35 23 50.     (N) 090 59 50.     (W)   SCALED
 FF0576* NAVD 88 ORTHO HEIGHT -    69.776 (meters)      228.92  (feet) ADJUSTED
 FF0576  ______________________________________________________________________
 FF0576  GEOID HEIGHT    -        -27.393 (meters)                     GEOID18
 FF0576  DYNAMIC HEIGHT  -         69.714 (meters)      228.72  (feet) COMP
 FF0576  MODELED GRAVITY -    979,750.1   (mgal)                       NAVD 88
 FF0576
 FF0576  VERT ORDER      -  FIRST     CLASS II
 FF0576
 FF0576.The horizontal coordinates were scaled from a map and have
 FF0576.an estimated accuracy of +/- 6 seconds.
 FF0576
 FF0576.The orthometric height was determined by differential leveling and
 FF0576.adjusted by the NATIONAL GEODETIC SURVEY
 FF0576.in June 1991.
 FF0576
 FF0576.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0576.GEOID18 height accuracy estimate available here.
 FF0576
 FF0576.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV818189(NAD 83)
 FF0576
 FF0576                          SUPERSEDED SURVEY CONTROL
 FF0576
 FF0576  NGVD 29 (11/26/84)   69.730  (m)          228.77   (f) ADJUSTED    1 2
 FF0576
 FF0576.Superseded values are not recommended for survey control.
 FF0576
 FF0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0576.See file dsdata.pdf to determine how the superseded data were derived.
 FF0576
 FF0576_MARKER: DB = BENCH MARK DISK
 FF0576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0576_STAMPING: 228.763 E 16 1932
 FF0576_MARK LOGO: CGS
 FF0576_PROJECTION: PROJECTING 3 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0837 ***********************************************************************
 EJ0837  DESIGNATION -  E 161
 EJ0837  PID         -  EJ0837
 EJ0837  STATE/COUNTY-  AR/SALINE
 EJ0837  COUNTRY     -  US
 EJ0837  USGS QUAD   -  PARON SW (2017)
 EJ0837
 EJ0837                         *CURRENT SURVEY CONTROL
 EJ0837  ______________________________________________________________________
 EJ0837* NAD 83(1986) POSITION- 34 50 05.     (N) 092 53 01.     (W)   SCALED
 EJ0837* NAVD 88 ORTHO HEIGHT -   431.325 (meters)     1415.11  (feet) ADJUSTED
 EJ0837  ______________________________________________________________________
 EJ0837  GEOID HEIGHT    -        -27.811 (meters)                     GEOID18
 EJ0837  DYNAMIC HEIGHT  -        430.900 (meters)     1413.71  (feet) COMP
 EJ0837  MODELED GRAVITY -    979,636.9   (mgal)                       NAVD 88
 EJ0837
 EJ0837  VERT ORDER      -  SECOND    CLASS 0
 EJ0837
 EJ0837.The horizontal coordinates were scaled from a map and have
 EJ0837.an estimated accuracy of +/- 6 seconds.
 EJ0837
 EJ0837.The orthometric height was determined by differential leveling and
 EJ0837.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0837.in June 1991.
 EJ0837
 EJ0837.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0837.GEOID18 height accuracy estimate available here.
 EJ0837
 EJ0837.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU106547(NAD 83)
 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
 EJ0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0837.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0837
 EJ0837_MARKER: DB = BENCH MARK DISK
 EJ0837_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0837_STAMPING: E 161 1935
 EJ0837_MARK LOGO: CGS
 EJ0837_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0809 ***********************************************************************
 EJ0809  DESIGNATION -  E 162
 EJ0809  PID         -  EJ0809
 EJ0809  STATE/COUNTY-  AR/SALINE
 EJ0809  COUNTRY     -  US
 EJ0809  USGS QUAD   -  GOOSEPOND MOUNTAIN (2017)
 EJ0809
 EJ0809                         *CURRENT SURVEY CONTROL
 EJ0809  ______________________________________________________________________
 EJ0809* NAD 83(1986) POSITION- 34 41 14.5    (N) 092 54 28.6    (W)   HD_HELD2
 EJ0809* NAVD 88 ORTHO HEIGHT -   152.602 (meters)      500.66  (feet) ADJUSTED
 EJ0809  ______________________________________________________________________
 EJ0809  GEOID HEIGHT    -        -27.419 (meters)                     GEOID18
 EJ0809  DYNAMIC HEIGHT  -        152.453 (meters)      500.17  (feet) COMP
 EJ0809  MODELED GRAVITY -    979,662.2   (mgal)                       NAVD 88
 EJ0809
 EJ0809  VERT ORDER      -  SECOND    CLASS 0
 EJ0809
 EJ0809.The horizontal coordinates were established by autonomous hand held GPS
 EJ0809.observations and have an estimated accuracy of +/- 10 meters.
 EJ0809
 EJ0809.The orthometric height was determined by differential leveling and
 EJ0809.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0809.in June 1991.
 EJ0809
 EJ0809.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0809.GEOID18 height accuracy estimate available here.
 EJ0809
 EJ0809.Click photographs - Photos may exist for this station.
 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     -   624,495.      316,804.      MT  (+/- 10 meters HH2 GPS)
 EJ0809
 EJ0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU0843238377(NAD 83)
 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
 EJ0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0809.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0809
 EJ0809_MARKER: DB = BENCH MARK DISK
 EJ0809_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0809_STAMPING: E 162 1935
 EJ0809_MARK LOGO: CGS
 EJ0809_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0809_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EJ0809+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2014
 EJ0809
 EJ0809  HISTORY     - Date     Condition        Report By
 EJ0809  HISTORY     - 1935     MONUMENTED       CGS
 EJ0809  HISTORY     - 1965     GOOD             CGS
 EJ0809  HISTORY     - 20140623 GOOD             ARHD
 EJ0809
 EJ0809                          STATION DESCRIPTION
 EJ0809
 EJ0809'DESCRIBED BY COAST AND 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.
 EJ0809
 EJ0809                          STATION RECOVERY (2014)
 EJ0809
 EJ0809'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (WDA)
 EJ0809'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1284 ***********************************************************************
 EJ1284  DESIGNATION -  E 163
 EJ1284  PID         -  EJ1284
 EJ1284  STATE/COUNTY-  AR/MONTGOMERY
 EJ1284  COUNTRY     -  US
 EJ1284  USGS QUAD   -  BONNERDALE (2017)
 EJ1284
 EJ1284                         *CURRENT SURVEY CONTROL
 EJ1284  ______________________________________________________________________
 EJ1284* NAD 83(1986) POSITION- 34 25 12.     (N) 093 27 52.     (W)   SCALED
 EJ1284* NAVD 88 ORTHO HEIGHT -   211.954 (meters)      695.39  (feet) ADJUSTED
 EJ1284  ______________________________________________________________________
 EJ1284  GEOID HEIGHT    -        -27.833 (meters)                     GEOID18
 EJ1284  DYNAMIC HEIGHT  -        211.739 (meters)      694.68  (feet) COMP
 EJ1284  MODELED GRAVITY -    979,616.5   (mgal)                       NAVD 88
 EJ1284
 EJ1284  VERT ORDER      -  SECOND    CLASS 0
 EJ1284
 EJ1284.The horizontal coordinates were scaled from a map and have
 EJ1284.an estimated accuracy of +/- 6 seconds.
 EJ1284
 EJ1284.The orthometric height was determined by differential leveling and
 EJ1284.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1284.in June 1991.
 EJ1284
 EJ1284.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1284.GEOID18 height accuracy estimate available here.
 EJ1284
 EJ1284.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU573088(NAD 83)
 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
 EJ1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1284.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1284
 EJ1284_MARKER: DB = BENCH MARK DISK
 EJ1284_SETTING: 80 = SET IN A BOULDER
 EJ1284_STAMPING: E 163 1935
 EJ1284_MARK LOGO: CGS
 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             CGS
 EJ1284
 EJ1284                          STATION DESCRIPTION
 EJ1284
 EJ1284'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EH2104 ***********************************************************************
 EH2104  DESIGNATION -  E 165
 EH2104  PID         -  EH2104
 EH2104  STATE/COUNTY-  AR/LONOKE
 EH2104  COUNTRY     -  US
 EH2104  USGS QUAD   -  LONOKE (2017)
 EH2104
 EH2104                         *CURRENT SURVEY CONTROL
 EH2104  ______________________________________________________________________
 EH2104* NAD 83(1986) POSITION- 34 45 45.     (N) 091 55 50.     (W)   SCALED
 EH2104* NAVD 88 ORTHO HEIGHT -    71.725 (meters)      235.32  (feet) ADJUSTED
 EH2104  ______________________________________________________________________
 EH2104  GEOID HEIGHT    -        -26.736 (meters)                     GEOID18
 EH2104  DYNAMIC HEIGHT  -         71.658 (meters)      235.10  (feet) COMP
 EH2104  MODELED GRAVITY -    979,704.4   (mgal)                       NAVD 88
 EH2104
 EH2104  VERT ORDER      -  FIRST     CLASS II
 EH2104
 EH2104.The horizontal coordinates were scaled from a map and have
 EH2104.an estimated accuracy of +/- 6 seconds.
 EH2104
 EH2104.The orthometric height was determined by differential leveling and
 EH2104.adjusted by the NATIONAL GEODETIC SURVEY
 EH2104.in June 1991.
 EH2104
 EH2104.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2104.GEOID18 height accuracy estimate available here.
 EH2104
 EH2104.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU978472(NAD 83)
 EH2104
 EH2104                          SUPERSEDED SURVEY CONTROL
 EH2104
 EH2104  NGVD 29 (11/26/84)   71.740  (m)          235.37   (f) ADJUSTED    1 2
 EH2104
 EH2104.Superseded values are not recommended for survey control.
 EH2104
 EH2104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2104.See file dsdata.pdf to determine how the superseded data were derived.
 EH2104
 EH2104_MARKER: DB = BENCH MARK DISK
 EH2104_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH2104_SP_SET: BRIDGE
 EH2104_STAMPING: E 165 1955
 EH2104_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0502 ***********************************************************************
 GE0502  DESIGNATION -  E 166
 GE0502  PID         -  GE0502
 GE0502  STATE/COUNTY-  AR/SHARP
 GE0502  COUNTRY     -  US
 GE0502  USGS QUAD   -  HARDY (2017)
 GE0502
 GE0502                         *CURRENT SURVEY CONTROL
 GE0502  ______________________________________________________________________
 GE0502* NAD 83(1986) POSITION- 36 18 50.     (N) 091 29 33.     (W)   SCALED
 GE0502* NAVD 88 ORTHO HEIGHT -   128.478 (meters)      421.51  (feet) ADJUSTED
 GE0502  ______________________________________________________________________
 GE0502  GEOID HEIGHT    -        -28.406 (meters)                     GEOID18
 GE0502  DYNAMIC HEIGHT  -        128.371 (meters)      421.16  (feet) COMP
 GE0502  MODELED GRAVITY -    979,796.7   (mgal)                       NAVD 88
 GE0502
 GE0502  VERT ORDER      -  SECOND    CLASS 0
 GE0502
 GE0502.The horizontal coordinates were scaled from a map and have
 GE0502.an estimated accuracy of +/- 6 seconds.
 GE0502
 GE0502.The orthometric height was determined by differential leveling and
 GE0502.adjusted by the NATIONAL GEODETIC SURVEY
 GE0502.in June 1991.
 GE0502
 GE0502.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0502.GEOID18 height accuracy estimate available here.
 GE0502
 GE0502.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA353198(NAD 83)
 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
 GE0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0502.See file dsdata.pdf to determine how the superseded data were derived.
 GE0502
 GE0502_MARKER: DB = BENCH MARK DISK
 GE0502_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GE0502_SP_SET: CULVERT HEADWALL
 GE0502_STAMPING: E 166 1955
 GE0502_MARK LOGO: CGS
 GE0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0502+STABILITY: SURFACE MOTION
 GE0502
 GE0502  HISTORY     - Date     Condition        Report By
 GE0502  HISTORY     - 1955     MONUMENTED       CGS
 GE0502  HISTORY     - 20151104 MARK NOT FOUND   USACEL
 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.
 GE0502
 GE0502                          STATION RECOVERY (2015)
 GE0502
 GE0502'RECOVERY NOTE BY USACE LITTLE ROCK 2015 (SCC)
 GE0502'WE FOUND A CULVERT HEADWALL NEAR THIS LOCATION BUT NO CAP.  THE ROAD
 GE0502'HAS BEEN WIDENED AND A LOT OF FILL HAS BEEN ADDED.  THE HEADWALL IS
 GE0502'APPROXIMATELY 35 FT (10.7 M) FROM THE ROAD CENTER LINE.  THE TOP OF
 GE0502'THE HEADWALL IS 20 OR MORE FEET LOWER THAN THE ROAD AND THE EMBANKMENT
 GE0502'SLOPES ARE VERY STEEP.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GE0632 ***********************************************************************
 GE0632  DESIGNATION -  E 167
 GE0632  PID         -  GE0632
 GE0632  STATE/COUNTY-  AR/SHARP
 GE0632  COUNTRY     -  US
 GE0632  USGS QUAD   -  EVENING SHADE (2017)
 GE0632
 GE0632                         *CURRENT SURVEY CONTROL
 GE0632  ______________________________________________________________________
 GE0632* NAD 83(1986) POSITION- 36 07 07.45   (N) 091 36 18.83   (W)   HD_HELD1
 GE0632* NAVD 88 ORTHO HEIGHT -   197.792 (meters)      648.92  (feet) ADJUSTED
 GE0632  ______________________________________________________________________
 GE0632  GEOID HEIGHT    -        -28.089 (meters)                     GEOID18
 GE0632  DYNAMIC HEIGHT  -        197.624 (meters)      648.37  (feet) COMP
 GE0632  MODELED GRAVITY -    979,779.2   (mgal)                       NAVD 88
 GE0632
 GE0632  VERT ORDER      -  SECOND    CLASS 0
 GE0632
 GE0632.The horizontal coordinates were determined by differentially corrected
 GE0632.hand held GPS observations or other comparable positioning techniques
 GE0632.and have an estimated accuracy of +/- 3 meters.
 GE0632
 GE0632.The orthometric height was determined by differential leveling and
 GE0632.adjusted by the NATIONAL GEODETIC SURVEY
 GE0632.in June 1991.
 GE0632
 GE0632.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0632.GEOID18 height accuracy estimate available here.
 GE0632
 GE0632.Click photographs - Photos may exist for this station.
 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     -   198,151.4     435,539.6     MT  (+/- 3 meters HH1 GPS) 
 GE0632
 GE0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV2552298018(NAD 83)
 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
 GE0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0632.See file dsdata.pdf to determine how the superseded data were derived.
 GE0632
 GE0632_MARKER: DB = BENCH MARK DISK
 GE0632_SETTING: 66 = SET IN ROCK OUTCROP
 GE0632_STAMPING: E 167 1955
 GE0632_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1179 ***********************************************************************
 EH1179  DESIGNATION -  E 168
 EH1179  PID         -  EH1179
 EH1179  STATE/COUNTY-  AR/ARKANSAS
 EH1179  COUNTRY     -  US
 EH1179  USGS QUAD   -  ULM (2017)
 EH1179
 EH1179                         *CURRENT SURVEY CONTROL
 EH1179  ______________________________________________________________________
 EH1179* NAD 83(1986) POSITION- 34 33 52.3    (N) 091 28 24.3    (W)   HD_HELD2
 EH1179* NAVD 88 ORTHO HEIGHT -    64.142 (meters)      210.44  (feet) ADJUSTED
 EH1179  ______________________________________________________________________
 EH1179  GEOID HEIGHT    -        -26.698 (meters)                     GEOID18
 EH1179  DYNAMIC HEIGHT  -         64.081 (meters)      210.24  (feet) COMP
 EH1179  MODELED GRAVITY -    979,681.1   (mgal)                       NAVD 88
 EH1179
 EH1179  VERT ORDER      -  FIRST     CLASS II
 EH1179
 EH1179.The horizontal coordinates were established by autonomous hand held GPS
 EH1179.observations and have an estimated accuracy of +/- 10 meters.
 EH1179
 EH1179.The orthometric height was determined by differential leveling and
 EH1179.adjusted by the NATIONAL GEODETIC SURVEY
 EH1179.in June 1991.
 EH1179
 EH1179.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1179.GEOID18 height accuracy estimate available here.
 EH1179
 EH1179.Click photographs - Photos may exist for this station.
 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     -   610,624.      448,322.      MT  (+/- 10 meters HH2 GPS)
 EH1179
 EH1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU4004325811(NAD 83)
 EH1179
 EH1179                          SUPERSEDED SURVEY CONTROL
 EH1179
 EH1179  NGVD 29 (11/26/84)   64.167  (m)          210.52   (f) ADJUSTED    1 2
 EH1179
 EH1179.Superseded values are not recommended for survey control.
 EH1179
 EH1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1179.See file dsdata.pdf to determine how the superseded data were derived.
 EH1179
 EH1179_MARKER: DB = BENCH MARK DISK
 EH1179_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EH1179_SP_SET: CULVERT
 EH1179_STAMPING: E 168 1955
 EH1179_MARK LOGO: CGS
 EH1179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1179+STABILITY: SURFACE MOTION
 EH1179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH1179+SATELLITE: SATELLITE OBSERVATIONS - December 21, 2017
 EH1179
 EH1179  HISTORY     - Date     Condition        Report By
 EH1179  HISTORY     - 1955     MONUMENTED       CGS
 EH1179  HISTORY     - 20030422 GOOD             USACE
 EH1179  HISTORY     - 20171221 GOOD             ARHD
 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.
 EH1179
 EH1179                          STATION RECOVERY (2017)
 EH1179
 EH1179'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2017 (JDH)
 EH1179'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1148 ***********************************************************************
 EH1148  DESIGNATION -  E 169
 EH1148  PID         -  EH1148
 EH1148  STATE/COUNTY-  AR/MONROE
 EH1148  COUNTRY     -  US
 EH1148  USGS QUAD   -  BRINKLEY (2017)
 EH1148
 EH1148                         *CURRENT SURVEY CONTROL
 EH1148  ______________________________________________________________________
 EH1148* NAD 83(1986) POSITION- 34 53 08.     (N) 091 10 39.     (W)   SCALED
 EH1148* NAVD 88 ORTHO HEIGHT -    58.240 (meters)      191.08  (feet) ADJUSTED
 EH1148  ______________________________________________________________________
 EH1148  GEOID HEIGHT    -        -26.864 (meters)                     GEOID18
 EH1148  DYNAMIC HEIGHT  -         58.186 (meters)      190.90  (feet) COMP
 EH1148  MODELED GRAVITY -    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 map and have
 EH1148.an estimated accuracy of +/- 6 seconds.
 EH1148
 EH1148.The orthometric height was determined by differential leveling and
 EH1148.adjusted by the NATIONAL GEODETIC SURVEY
 EH1148.in June 1991.
 EH1148
 EH1148.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1148.GEOID18 height accuracy estimate available here.
 EH1148
 EH1148.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU665618(NAD 83)
 EH1148
 EH1148                          SUPERSEDED SURVEY CONTROL
 EH1148
 EH1148  NGVD 29 (11/26/84)   58.241  (m)          191.08   (f) ADJUSTED    1 2
 EH1148
 EH1148.Superseded values are not recommended for survey control.
 EH1148
 EH1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1148.See file dsdata.pdf to determine how the superseded data were derived.
 EH1148
 EH1148_MARKER: DB = BENCH MARK DISK
 EH1148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1148_STAMPING: E 169 1955
 EH1148_MARK LOGO: CGS
 EH1148_PROJECTION: PROJECTING 5 CENTIMETERS
 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  HISTORY     - 20110420 MARK NOT FOUND   ARHD
 EH1148
 EH1148                          STATION DESCRIPTION
 EH1148
 EH1148'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 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.
 EH1148
 EH1148                          STATION RECOVERY (2011)
 EH1148
 EH1148'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (NVL)
 EH1148'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GE0530 ***********************************************************************
 GE0530  DESIGNATION -  E 17
 GE0530  PID         -  GE0530
 GE0530  STATE/COUNTY-  AR/FULTON
 GE0530  COUNTRY     -  US
 GE0530  USGS QUAD   -  BYRON (2017)
 GE0530
 GE0530                         *CURRENT SURVEY CONTROL
 GE0530  ______________________________________________________________________
 GE0530* NAD 83(2011) POSITION- 36 17 01.46098(N) 091 53 50.65663(W)   ADJUSTED
 GE0530* NAD 83(2011) ELLIP HT-   194.919 (meters)        (06/02/24)   ADJUSTED
 GE0530* NAD 83(2011) EPOCH   -  2010.00
 GE0530* NAVD 88 ORTHO HEIGHT -   223.051 (meters)      731.79  (feet) ADJUSTED
 GE0530  ______________________________________________________________________
 GE0530  GEOID HEIGHT    -        -28.137 (meters)                     GEOID18
 GE0530  NAD 83(2011) X  -   -170,436.118 (meters)                     COMP
 GE0530  NAD 83(2011) Y  - -5,144,764.646 (meters)                     COMP
 GE0530  NAD 83(2011) Z  -  3,753,732.320 (meters)                     COMP
 GE0530  LAPLACE CORR    -          0.16  (seconds)                    DEFLEC18
 GE0530  DYNAMIC HEIGHT  -        222.861 (meters)      731.17  (feet) COMP
 GE0530  MODELED GRAVITY -    979,775.8   (mgal)                       NAVD 88
 GE0530
 GE0530  VERT ORDER      -  SECOND    CLASS 0
 GE0530
 GE0530  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GE0530  Standards:
 GE0530         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GE0530            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GE0530  -------------------------------------------------------------------
 GE0530  NETWORK    0.69   1.76           0.28   0.28   0.90     -0.10742600
 GE0530  -------------------------------------------------------------------
 GE0530  Click here for local accuracies and other accuracy information.
 GE0530
 GE0530.The horizontal coordinates were established by GPS observations
 GE0530.and adjusted by the ARKANSAS DEPT OF TRANS in June 2024.
 GE0530
 GE0530.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GE0530.been affixed to the stable North American tectonic plate. See 
 GE0530.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GE0530
 GE0530.The horizontal coordinates are valid at the epoch date displayed above
 GE0530.which is a decimal equivalence of Year/Month/Day.
 GE0530
 GE0530.The orthometric height was determined by differential leveling and
 GE0530.adjusted by the NATIONAL GEODETIC SURVEY
 GE0530.in June 1991.
 GE0530
 GE0530.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0530.GEOID18 height accuracy estimate available here.
 GE0530
 GE0530.Click photographs - Photos may exist for this station.
 GE0530
 GE0530.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GE0530
 GE0530.The Laplace correction was computed from DEFLEC18 derived deflections.
 GE0530
 GE0530.The ellipsoidal height was determined by GPS observations
 GE0530.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 GE0530
 GE0530;                    North         East     Units Scale Factor Converg.
 GE0530;SPC AR N     -   216,394.051   409,217.222   MT  1.00001035   +0 03 34.9
 GE0530;SPC AR N     -   709,952.82  1,342,573.50   sFT  1.00001035   +0 03 34.9
 GE0530;UTM  15      - 4,015,983.887   599,018.952   MT  0.99972080   +0 39 09.2
 GE0530
 GE0530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0530!SPC AR N     -   0.99996941  x   1.00001035  =   0.99997976
 GE0530!UTM  15      -   0.99996941  x   0.99972080  =   0.99969022
 GE0530
 GE0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA9901815983(NAD 83)
 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
 GE0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0530.See file dsdata.pdf to determine how the superseded data were derived.
 GE0530
 GE0530_MARKER: DB = BENCH MARK DISK
 GE0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0530_STAMPING: 731.416 E 17 1932
 GE0530_MARK LOGO: CGS
 GE0530_PROJECTION: PROJECTING 5 CENTIMETERS
 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 - June 03, 2024
 GE0530
 GE0530  HISTORY     - Date     Condition        Report By
 GE0530  HISTORY     - 1932     MONUMENTED       CGS
 GE0530  HISTORY     - 1935     GOOD             CGS
 GE0530  HISTORY     - 20051011 GOOD             ARHD
 GE0530  HISTORY     - 20240603 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 COAST AND GEODETIC SURVEY 1935
 GE0530'RECOVERED IN GOOD CONDITION.
 GE0530
 GE0530                          STATION RECOVERY (2005)
 GE0530
 GE0530'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2005 (VJB)
 GE0530'RECOVERED IN GOOD CONDITION.
 GE0530
 GE0530                          STATION RECOVERY (2024)
 GE0530
 GE0530'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (JDH)
 GE0530'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1221 ***********************************************************************
 EH1221  DESIGNATION -  E 170
 EH1221  PID         -  EH1221
 EH1221  STATE/COUNTY-  AR/MONROE
 EH1221  COUNTRY     -  US
 EH1221  USGS QUAD   -  DE VALLS BLUFF SE (2017)
 EH1221
 EH1221                         *CURRENT SURVEY CONTROL
 EH1221  ______________________________________________________________________
 EH1221* NAD 83(1986) POSITION- 34 45 25.     (N) 091 15 53.     (W)   SCALED
 EH1221* NAVD 88 ORTHO HEIGHT -    55.646 (meters)      182.57  (feet) ADJUSTED
 EH1221  ______________________________________________________________________
 EH1221  GEOID HEIGHT    -        -26.827 (meters)                     GEOID18
 EH1221  DYNAMIC HEIGHT  -         55.594 (meters)      182.39  (feet) COMP
 EH1221  MODELED GRAVITY -    979,701.9   (mgal)                       NAVD 88
 EH1221
 EH1221  VERT ORDER      -  FIRST     CLASS II
 EH1221
 EH1221.The horizontal coordinates were scaled from a map and have
 EH1221.an estimated accuracy of +/- 6 seconds.
 EH1221
 EH1221.The orthometric height was determined by differential leveling and
 EH1221.adjusted by the NATIONAL GEODETIC SURVEY
 EH1221.in June 1991.
 EH1221
 EH1221.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1221.GEOID18 height accuracy estimate available here.
 EH1221
 EH1221.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU588474(NAD 83)
 EH1221
 EH1221                          SUPERSEDED SURVEY CONTROL
 EH1221
 EH1221  NGVD 29 (11/26/84)   55.663  (m)          182.62   (f) ADJUSTED    1 2
 EH1221
 EH1221.Superseded values are not recommended for survey control.
 EH1221
 EH1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1221.See file dsdata.pdf to determine how the superseded data were derived.
 EH1221
 EH1221_MARKER: DB = BENCH MARK DISK
 EH1221_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1221_STAMPING: E 170 1955
 EH1221_MARK LOGO: CGS
 EH1221_MAGNETIC: P = MARKER IS A STEEL PIPE
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1079 ***********************************************************************
 EH1079  DESIGNATION -  E 171
 EH1079  PID         -  EH1079
 EH1079  STATE/COUNTY-  AR/MONROE
 EH1079  COUNTRY     -  US
 EH1079  USGS QUAD   -  PINE CITY (2017)
 EH1079
 EH1079                         *CURRENT SURVEY CONTROL
 EH1079  ______________________________________________________________________
 EH1079* NAD 83(1986) POSITION- 34 34 41.     (N) 091 04 51.     (W)   SCALED
 EH1079* NAVD 88 ORTHO HEIGHT -    52.009 (meters)      170.63  (feet) ADJUSTED
 EH1079  ______________________________________________________________________
 EH1079  GEOID HEIGHT    -        -26.796 (meters)                     GEOID18
 EH1079  DYNAMIC HEIGHT  -         51.959 (meters)      170.47  (feet) COMP
 EH1079  MODELED GRAVITY -    979,684.2   (mgal)                       NAVD 88
 EH1079
 EH1079  VERT ORDER      -  FIRST     CLASS II
 EH1079
 EH1079.The horizontal coordinates were scaled from a map and have
 EH1079.an estimated accuracy of +/- 6 seconds.
 EH1079
 EH1079.The orthometric height was determined by differential leveling and
 EH1079.adjusted by the NATIONAL GEODETIC SURVEY
 EH1079.in June 1991.
 EH1079
 EH1079.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1079.GEOID18 height accuracy estimate available here.
 EH1079
 EH1079.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU760279(NAD 83)
 EH1079
 EH1079                          SUPERSEDED SURVEY CONTROL
 EH1079
 EH1079  NGVD 29 (11/26/84)   52.036  (m)          170.72   (f) ADJUSTED    1 2
 EH1079
 EH1079.Superseded values are not recommended for survey control.
 EH1079
 EH1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1079.See file dsdata.pdf to determine how the superseded data were derived.
 EH1079
 EH1079_MARKER: DB = BENCH MARK DISK
 EH1079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1079_STAMPING: E 171 1956
 EH1079_MARK LOGO: CGS
 EH1079_PROJECTION: PROJECTING 5 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH0871 ***********************************************************************
 EH0871  DESIGNATION -  E 172
 EH0871  PID         -  EH0871
 EH0871  STATE/COUNTY-  AR/LEE
 EH0871  COUNTRY     -  US
 EH0871  USGS QUAD   -  RONDO (2017)
 EH0871
 EH0871                         *CURRENT SURVEY CONTROL
 EH0871  ______________________________________________________________________
 EH0871* NAD 83(1986) POSITION- 34 39 28.     (N) 090 51 22.     (W)   SCALED
 EH0871* NAVD 88 ORTHO HEIGHT -    62.998 (meters)      206.69  (feet) ADJUSTED
 EH0871  ______________________________________________________________________
 EH0871  GEOID HEIGHT    -        -26.860 (meters)                     GEOID18
 EH0871  DYNAMIC HEIGHT  -         62.938 (meters)      206.49  (feet) COMP
 EH0871  MODELED GRAVITY -    979,691.8   (mgal)                       NAVD 88
 EH0871
 EH0871  VERT ORDER      -  FIRST     CLASS II
 EH0871
 EH0871.The horizontal coordinates were scaled from a map and have
 EH0871.an estimated accuracy of +/- 6 seconds.
 EH0871
 EH0871.The orthometric height was determined by differential leveling and
 EH0871.adjusted by the NATIONAL GEODETIC SURVEY
 EH0871.in June 1991.
 EH0871
 EH0871.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0871.GEOID18 height accuracy estimate available here.
 EH0871
 EH0871.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU964371(NAD 83)
 EH0871
 EH0871                          SUPERSEDED SURVEY CONTROL
 EH0871
 EH0871  NGVD 29 (11/26/84)   63.010  (m)          206.73   (f) ADJUSTED    1 2
 EH0871
 EH0871.Superseded values are not recommended for survey control.
 EH0871
 EH0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0871.See file dsdata.pdf to determine how the superseded data were derived.
 EH0871
 EH0871_MARKER: DB = BENCH MARK DISK
 EH0871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0871_STAMPING: E 172 1956
 EH0871_MARK LOGO: CGS
 EH0871_PROJECTION: PROJECTING 8 CENTIMETERS
 EH0871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0871+STABILITY: SURFACE MOTION
 EH0871_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0871+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2022
 EH0871
 EH0871  HISTORY     - Date     Condition        Report By
 EH0871  HISTORY     - 1956     MONUMENTED       CGS
 EH0871  HISTORY     - 20030408 GOOD             USACE
 EH0871  HISTORY     - 20220614 GOOD             ARHD
 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.
 EH0871
 EH0871                          STATION RECOVERY (2022)
 EH0871
 EH0871'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2022 (JH)
 EH0871'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0649 ***********************************************************************
 FF0649  DESIGNATION -  E 173
 FF0649  PID         -  FF0649
 FF0649  STATE/COUNTY-  AR/ST FRANCIS
 FF0649  COUNTRY     -  US
 FF0649  USGS QUAD   -  ROUND POND (2017)
 FF0649
 FF0649                         *CURRENT SURVEY CONTROL
 FF0649  ______________________________________________________________________
 FF0649* NAD 83(1986) POSITION- 35 04 31.     (N) 090 30 57.     (W)   SCALED
 FF0649* NAVD 88 ORTHO HEIGHT -    60.697 (meters)      199.14  (feet) ADJUSTED
 FF0649  ______________________________________________________________________
 FF0649  GEOID HEIGHT    -        -27.062 (meters)                     GEOID18
 FF0649  DYNAMIC HEIGHT  -         60.642 (meters)      198.96  (feet) COMP
 FF0649  MODELED GRAVITY -    979,735.4   (mgal)                       NAVD 88
 FF0649
 FF0649  VERT ORDER      -  FIRST     CLASS II
 FF0649
 FF0649.The horizontal coordinates were scaled from a map and have
 FF0649.an estimated accuracy of +/- 6 seconds.
 FF0649
 FF0649.The orthometric height was determined by differential leveling and
 FF0649.adjusted by the NATIONAL GEODETIC SURVEY
 FF0649.in June 1991.
 FF0649
 FF0649.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0649.GEOID18 height accuracy estimate available here.
 FF0649
 FF0649.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU265842(NAD 83)
 FF0649
 FF0649                          SUPERSEDED SURVEY CONTROL
 FF0649
 FF0649  NGVD 29 (11/26/84)   60.677  (m)          199.07   (f) ADJUSTED    1 2
 FF0649
 FF0649.Superseded values are not recommended for survey control.
 FF0649
 FF0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0649.See file dsdata.pdf to determine how the superseded data were derived.
 FF0649
 FF0649_MARKER: DB = BENCH MARK DISK
 FF0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0649_STAMPING: E 173 1956
 FF0649_MARK LOGO: CGS
 FF0649_PROJECTION: PROJECTING 5 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0106 ***********************************************************************
 FF0106  HT_MOD      -  This is a Height Modernization Survey Station.
 FF0106  DESIGNATION -  E 174
 FF0106  PID         -  FF0106
 FF0106  STATE/COUNTY-  AR/POINSETT
 FF0106  COUNTRY     -  US
 FF0106  USGS QUAD   -  TYRONZA (2017)
 FF0106
 FF0106                         *CURRENT SURVEY CONTROL
 FF0106  ______________________________________________________________________
 FF0106* NAD 83(2011) POSITION- 35 29 54.70402(N) 090 22 09.48914(W)   ADJUSTED
 FF0106* NAD 83(2011) ELLIP HT-    39.376 (meters)        (06/27/12)   ADJUSTED
 FF0106* NAD 83(2011) EPOCH   -  2010.00
 FF0106* NAVD 88 ORTHO HEIGHT -    67.15  (meters)      220.3   (feet) GPS OBS
 FF0106  ______________________________________________________________________
 FF0106  NAVD 88 orthometric height was determined with geoid model    GEOID03
 FF0106  GEOID HEIGHT    -        -27.736 (meters)                     GEOID03
 FF0106  GEOID HEIGHT    -        -27.673 (meters)                     GEOID18
 FF0106  NAD 83(2011) X  -    -33,507.180 (meters)                     COMP
 FF0106  NAD 83(2011) Y  - -5,198,430.057 (meters)                     COMP
 FF0106  NAD 83(2011) Z  -  3,683,057.963 (meters)                     COMP
 FF0106  LAPLACE CORR    -         -0.17  (seconds)                    DEFLEC18
 FF0106
 FF0106  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FF0106  Standards:
 FF0106         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FF0106            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FF0106  -------------------------------------------------------------------
 FF0106  NETWORK    3.32   3.53           1.44   1.26   1.80     -0.09506371
 FF0106  -------------------------------------------------------------------
 FF0106  Click here for local accuracies and other accuracy information.
 FF0106
 FF0106.The horizontal coordinates were established by GPS observations
 FF0106.and adjusted by the National Geodetic Survey in June 2012.
 FF0106
 FF0106.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FF0106.been affixed to the stable North American tectonic plate. See 
 FF0106.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FF0106
 FF0106.The horizontal coordinates are valid at the epoch date displayed above
 FF0106.which is a decimal equivalence of Year/Month/Day.
 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.
 FF0106
 FF0106.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0106.GEOID18 height accuracy estimate available here.
 FF0106
 FF0106.Click photographs - Photos may exist for this station.
 FF0106
 FF0106.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF0106
 FF0106.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF0106
 FF0106.The ellipsoidal height was determined by GPS observations
 FF0106.and is referenced to NAD 83.
 FF0106
 FF0106. The following values were computed from the NAD 83(2011) position.
 FF0106
 FF0106;                    North         East     Units Scale Factor Converg.
 FF0106;SPC AR N     -   130,493.404   547,938.809   MT  0.99993705   +0 56 56.0
 FF0106;SPC AR N     -   428,127.11  1,797,695.91   sFT  0.99993705   +0 56 56.0
 FF0106;UTM  15      - 3,931,512.587   738,617.986   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV3861731512(NAD 83)
 FF0106
 FF0106                          SUPERSEDED SURVEY CONTROL
 FF0106
 FF0106  NAD 83(2007)-  35 29 54.70405(N)    090 22 09.49014(W) AD(2002.00) 0
 FF0106  ELLIP H (02/10/07)   39.401  (m)                       GP(2002.00)    
 FF0106  NAD 83(1997)-  35 29 54.70393(N)    090 22 09.48997(W) AD(       ) 1
 FF0106  ELLIP H (05/31/05)   39.390  (m)                       GP(       ) 4 2
 FF0106  NAVD 88 (06/15/91)   67.040  (m)          219.95   (f) ADJUSTED    1 2
 FF0106  NGVD 29 (11/26/84)   66.981  (m)          219.75   (f) ADJUSTED    1 2
 FF0106
 FF0106.Superseded values are not recommended for survey control.
 FF0106
 FF0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0106.See file dsdata.pdf to determine how the superseded data were derived.
 FF0106
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0515 ***********************************************************************
 FF0515  DESIGNATION -  E 175
 FF0515  PID         -  FF0515
 FF0515  STATE/COUNTY-  AR/ST FRANCIS
 FF0515  COUNTRY     -  US
 FF0515  USGS QUAD   -  FORREST CITY (2017)
 FF0515
 FF0515                         *CURRENT SURVEY CONTROL
 FF0515  ______________________________________________________________________
 FF0515* NAD 83(1986) POSITION- 35 04 59.     (N) 090 49 07.     (W)   SCALED
 FF0515* NAVD 88 ORTHO HEIGHT -    75.584 (meters)      247.98  (feet) ADJUSTED
 FF0515  ______________________________________________________________________
 FF0515  GEOID HEIGHT    -        -26.992 (meters)                     GEOID18
 FF0515  DYNAMIC HEIGHT  -         75.515 (meters)      247.75  (feet) COMP
 FF0515  MODELED GRAVITY -    979,727.7   (mgal)                       NAVD 88
 FF0515
 FF0515  VERT ORDER      -  FIRST     CLASS II
 FF0515
 FF0515.The horizontal coordinates were scaled from a map and have
 FF0515.an estimated accuracy of +/- 6 seconds.
 FF0515
 FF0515.The orthometric height was determined by differential leveling and
 FF0515.adjusted by the NATIONAL GEODETIC SURVEY
 FF0515.in June 1991.
 FF0515
 FF0515.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0515.GEOID18 height accuracy estimate available here.
 FF0515
 FF0515.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU988844(NAD 83)
 FF0515
 FF0515                          SUPERSEDED SURVEY CONTROL
 FF0515
 FF0515  NGVD 29 (11/26/84)   75.559  (m)          247.90   (f) ADJUSTED    1 2
 FF0515
 FF0515.Superseded values are not recommended for survey control.
 FF0515
 FF0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0515.See file dsdata.pdf to determine how the superseded data were derived.
 FF0515
 FF0515_MARKER: DB = BENCH MARK DISK
 FF0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0515_STAMPING: E 175 1956
 FF0515_MARK LOGO: CGS
 FF0515_PROJECTION: PROJECTING 8 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1254 ***********************************************************************
 EH1254  DESIGNATION -  E 176
 EH1254  PID         -  EH1254
 EH1254  STATE/COUNTY-  AR/LEE
 EH1254  COUNTRY     -  US
 EH1254  USGS QUAD   -  GARRETT GROVE (2017)
 EH1254
 EH1254                         *CURRENT SURVEY CONTROL
 EH1254  ______________________________________________________________________
 EH1254* NAD 83(1986) POSITION- 34 51 58.3    (N) 091 02 13.4    (W)   HD_HELD2
 EH1254* NAVD 88 ORTHO HEIGHT -    61.163 (meters)      200.67  (feet) ADJUSTED
 EH1254  ______________________________________________________________________
 EH1254  GEOID HEIGHT    -        -26.797 (meters)                     GEOID18
 EH1254  DYNAMIC HEIGHT  -         61.107 (meters)      200.48  (feet) COMP
 EH1254  MODELED GRAVITY -    979,719.8   (mgal)                       NAVD 88
 EH1254
 EH1254  VERT ORDER      -  FIRST     CLASS II
 EH1254
 EH1254.The horizontal coordinates were established by autonomous hand held GPS
 EH1254.observations and have an estimated accuracy of +/- 10 meters.
 EH1254
 EH1254.The orthometric height was determined by differential leveling and
 EH1254.adjusted by the NATIONAL GEODETIC SURVEY
 EH1254.in June 1991.
 EH1254
 EH1254.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1254.GEOID18 height accuracy estimate available here.
 EH1254
 EH1254.Click photographs - Photos may exist for this station.
 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     -   644,379.      488,049.      MT  (+/- 10 meters HH2 GPS)
 EH1254
 EH1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU7942559962(NAD 83)
 EH1254
 EH1254                          SUPERSEDED SURVEY CONTROL
 EH1254
 EH1254  NGVD 29 (11/26/84)   61.164  (m)          200.67   (f) ADJUSTED    1 2
 EH1254
 EH1254.Superseded values are not recommended for survey control.
 EH1254
 EH1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1254.See file dsdata.pdf to determine how the superseded data were derived.
 EH1254
 EH1254_MARKER: DB = BENCH MARK DISK
 EH1254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1254_STAMPING: E 176 1955
 EH1254_MARK LOGO: CGS
 EH1254_PROJECTION: PROJECTING 10 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1073 ***********************************************************************
 EH1073  DESIGNATION -  E 177
 EH1073  PID         -  EH1073
 EH1073  STATE/COUNTY-  AR/MONROE
 EH1073  COUNTRY     -  US
 EH1073  USGS QUAD   -  HOLLY GROVE (2017)
 EH1073
 EH1073                         *CURRENT SURVEY CONTROL
 EH1073  ______________________________________________________________________
 EH1073* NAD 83(1986) POSITION- 34 35 08.     (N) 091 08 04.     (W)   SCALED
 EH1073* NAVD 88 ORTHO HEIGHT -    53.658 (meters)      176.04  (feet) ADJUSTED
 EH1073  ______________________________________________________________________
 EH1073  GEOID HEIGHT    -        -26.780 (meters)                     GEOID18
 EH1073  DYNAMIC HEIGHT  -         53.607 (meters)      175.88  (feet) COMP
 EH1073  MODELED GRAVITY -    979,685.3   (mgal)                       NAVD 88
 EH1073
 EH1073  VERT ORDER      -  FIRST     CLASS II
 EH1073
 EH1073.The horizontal coordinates were scaled from a map and have
 EH1073.an estimated accuracy of +/- 6 seconds.
 EH1073
 EH1073.The orthometric height was determined by differential leveling and
 EH1073.adjusted by the NATIONAL GEODETIC SURVEY
 EH1073.in June 1991.
 EH1073
 EH1073.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1073.GEOID18 height accuracy estimate available here.
 EH1073
 EH1073.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU710286(NAD 83)
 EH1073
 EH1073                          SUPERSEDED SURVEY CONTROL
 EH1073
 EH1073  NGVD 29 (??/??/92)   53.683  (m)          176.13   (f) ADJ UNCH    1 2
 EH1073
 EH1073.Superseded values are not recommended for survey control.
 EH1073
 EH1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1073.See file dsdata.pdf to determine how the superseded data were derived.
 EH1073
 EH1073_MARKER: DB = BENCH MARK DISK
 EH1073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1073_STAMPING: E 177 1955
 EH1073_MARK LOGO: CGS
 EH1073_PROJECTION: PROJECTING 15 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1269 ***********************************************************************
 FF1269  DESIGNATION -  E 178
 FF1269  PID         -  FF1269
 FF1269  STATE/COUNTY-  AR/WOODRUFF
 FF1269  COUNTRY     -  US
 FF1269  USGS QUAD   -  FAIR OAKS (2017)
 FF1269
 FF1269                         *CURRENT SURVEY CONTROL
 FF1269  ______________________________________________________________________
 FF1269* NAD 83(1986) POSITION- 35 12 27.     (N) 091 02 36.     (W)   SCALED
 FF1269* NAVD 88 ORTHO HEIGHT -    65.429 (meters)      214.66  (feet) ADJUSTED
 FF1269  ______________________________________________________________________
 FF1269  GEOID HEIGHT    -        -27.211 (meters)                     GEOID18
 FF1269  DYNAMIC HEIGHT  -         65.370 (meters)      214.47  (feet) COMP
 FF1269  MODELED GRAVITY -    979,735.0   (mgal)                       NAVD 88
 FF1269
 FF1269  VERT ORDER      -  FIRST     CLASS II
 FF1269
 FF1269.The horizontal coordinates were scaled from a map and have
 FF1269.an estimated accuracy of +/- 6 seconds.
 FF1269
 FF1269.The orthometric height was determined by differential leveling and
 FF1269.adjusted by the NATIONAL GEODETIC SURVEY
 FF1269.in June 1991.
 FF1269
 FF1269.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1269.GEOID18 height accuracy estimate available here.
 FF1269
 FF1269.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU781978(NAD 83)
 FF1269
 FF1269                          SUPERSEDED SURVEY CONTROL
 FF1269
 FF1269  NGVD 29 (11/26/84)   65.398  (m)          214.56   (f) ADJUSTED    1 2
 FF1269
 FF1269.Superseded values are not recommended for survey control.
 FF1269
 FF1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1269.See file dsdata.pdf to determine how the superseded data were derived.
 FF1269
 FF1269_MARKER: DB = BENCH MARK DISK
 FF1269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1269_STAMPING: E 178 1956
 FF1269_MARK LOGO: CGS
 FF1269_PROJECTION: PROJECTING 10 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0159 ***********************************************************************
 FF0159  DESIGNATION -  E 179
 FF0159  PID         -  FF0159
 FF0159  STATE/COUNTY-  AR/CRITTENDEN
 FF0159  COUNTRY     -  US
 FF0159  USGS QUAD   -  WEST MEMPHIS (2017)
 FF0159
 FF0159                         *CURRENT SURVEY CONTROL
 FF0159  ______________________________________________________________________
 FF0159* NAD 83(1986) POSITION- 35 11 02.     (N) 090 09 12.     (W)   SCALED
 FF0159* NAVD 88 ORTHO HEIGHT -    66.100 (meters)      216.86  (feet) ADJUSTED
 FF0159  ______________________________________________________________________
 FF0159  GEOID HEIGHT    -        -27.325 (meters)                     GEOID18
 FF0159  DYNAMIC HEIGHT  -         66.041 (meters)      216.67  (feet) COMP
 FF0159  MODELED GRAVITY -    979,735.8   (mgal)                       NAVD 88
 FF0159
 FF0159  VERT ORDER      -  FIRST     CLASS II
 FF0159
 FF0159.The horizontal coordinates were scaled from a map and have
 FF0159.an estimated accuracy of +/- 6 seconds.
 FF0159
 FF0159.The orthometric height was determined by differential leveling and
 FF0159.adjusted by the NATIONAL GEODETIC SURVEY
 FF0159.in June 1991.
 FF0159
 FF0159.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0159.GEOID18 height accuracy estimate available here.
 FF0159
 FF0159.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU592971(NAD 83)
 FF0159
 FF0159                          SUPERSEDED SURVEY CONTROL
 FF0159
 FF0159  NGVD 29 (11/26/84)   66.069  (m)          216.76   (f) ADJUSTED    1 2
 FF0159
 FF0159.Superseded values are not recommended for survey control.
 FF0159
 FF0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0159.See file dsdata.pdf to determine how the superseded data were derived.
 FF0159
 FF0159_MARKER: DB = BENCH MARK DISK
 FF0159_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FF0159_STAMPING: E 179 1956
 FF0159_MARK LOGO: CGS
 FF0159_MAGNETIC: I = MARKER IS A STEEL ROD
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0022 ***********************************************************************
 FG0022  DESIGNATION -  E 18
 FG0022  PID         -  FG0022
 FG0022  STATE/COUNTY-  AR/STONE
 FG0022  COUNTRY     -  US
 FG0022  USGS QUAD   -  MOUNTAIN VIEW SW (2017)
 FG0022
 FG0022                         *CURRENT SURVEY CONTROL
 FG0022  ______________________________________________________________________
 FG0022* NAD 83(1986) POSITION- 35 45 45.     (N) 092 13 21.     (W)   SCALED
 FG0022* NAVD 88 ORTHO HEIGHT -   287.937 (meters)      944.67  (feet) ADJUSTED
 FG0022  ______________________________________________________________________
 FG0022  GEOID HEIGHT    -        -27.619 (meters)                     GEOID18
 FG0022  DYNAMIC HEIGHT  -        287.677 (meters)      943.82  (feet) COMP
 FG0022  MODELED GRAVITY -    979,722.0   (mgal)                       NAVD 88
 FG0022
 FG0022  VERT ORDER      -  SECOND    CLASS 0
 FG0022
 FG0022.The horizontal coordinates were scaled from a map and have
 FG0022.an estimated accuracy of +/- 6 seconds.
 FG0022
 FG0022.The orthometric height was determined by differential leveling and
 FG0022.adjusted by the NATIONAL GEODETIC SURVEY
 FG0022.in June 1991.
 FG0022
 FG0022.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0022.GEOID18 height accuracy estimate available here.
 FG0022
 FG0022.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV702578(NAD 83)
 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
 FG0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0022.See file dsdata.pdf to determine how the superseded data were derived.
 FG0022
 FG0022_MARKER: DB = BENCH MARK DISK
 FG0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0022_STAMPING: E 18 1932
 FG0022_MARK LOGO: CGS
 FG0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0022+STABILITY: SURFACE MOTION
 FG0022_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FG0022+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2009
 FG0022
 FG0022  HISTORY     - Date     Condition        Report By
 FG0022  HISTORY     - 1932     MONUMENTED       CGS
 FG0022  HISTORY     - 1934     GOOD             CGS
 FG0022  HISTORY     - 20071231 GOOD             INDIV
 FG0022  HISTORY     - 20090521 GOOD             BFENG
 FG0022
 FG0022                          STATION DESCRIPTION
 FG0022
 FG0022'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1934
 FG0022'RECOVERED IN GOOD CONDITION.
 FG0022
 FG0022                          STATION RECOVERY (2007)
 FG0022
 FG0022'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (JD)
 FG0022'IN MR. SEBERT'S FRONT YARD IN FLOWER BED.
 FG0022
 FG0022                          STATION RECOVERY (2009)
 FG0022
 FG0022'RECOVERY NOTE BY B AND F ENGINEERING 2009 (KDW)
 FG0022'MONUMENT IS IN GOOD CONDITION. NOT SUITABLE FOR GPS. IT IS IN MR.
 FG0022'SEBERTS YARD AND HAS A 10FT TALL BUSH GROWING BESIDE IT THAT PROHIBITS
 FG0022'GPS. I DID TAKE PICTURES OF IT.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0779 ***********************************************************************
 FF0779  DESIGNATION -  E 180
 FF0779  PID         -  FF0779
 FF0779  STATE/COUNTY-  AR/CRAIGHEAD
 FF0779  COUNTRY     -  US
 FF0779  USGS QUAD   -  GREENFIELD (2017)
 FF0779
 FF0779                         *CURRENT SURVEY CONTROL
 FF0779  ______________________________________________________________________
 FF0779* NAD 83(1986) POSITION- 35 43 08.     (N) 090 41 23.     (W)   SCALED
 FF0779* NAVD 88 ORTHO HEIGHT -    76.297 (meters)      250.32  (feet) ADJUSTED
 FF0779  ______________________________________________________________________
 FF0779  GEOID HEIGHT    -        -27.759 (meters)                     GEOID18
 FF0779  DYNAMIC HEIGHT  -         76.232 (meters)      250.10  (feet) COMP
 FF0779  MODELED GRAVITY -    979,772.1   (mgal)                       NAVD 88
 FF0779
 FF0779  VERT ORDER      -  FIRST     CLASS II
 FF0779
 FF0779.The horizontal coordinates were scaled from a map and have
 FF0779.an estimated accuracy of +/- 6 seconds.
 FF0779
 FF0779.The orthometric height was determined by differential leveling and
 FF0779.adjusted by the NATIONAL GEODETIC SURVEY
 FF0779.in June 1991.
 FF0779
 FF0779.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0779.GEOID18 height accuracy estimate available here.
 FF0779
 FF0779.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV089552(NAD 83)
 FF0779
 FF0779                          SUPERSEDED SURVEY CONTROL
 FF0779
 FF0779  NGVD 29 (11/26/84)   76.225  (m)          250.08   (f) ADJUSTED    1 2
 FF0779
 FF0779.Superseded values are not recommended for survey control.
 FF0779
 FF0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0779.See file dsdata.pdf to determine how the superseded data were derived.
 FF0779
 FF0779_MARKER: DB = BENCH MARK DISK
 FF0779_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FF0779_STAMPING: E 180 1956
 FF0779_MARK LOGO: CGS
 FF0779_MAGNETIC: I = MARKER IS A STEEL ROD
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0655 ***********************************************************************
 FF0655  DESIGNATION -  E 181
 FF0655  PID         -  FF0655
 FF0655  STATE/COUNTY-  AR/POINSETT
 FF0655  COUNTRY     -  US
 FF0655  USGS QUAD   -  HICKORY RIDGE (2017)
 FF0655
 FF0655                         *CURRENT SURVEY CONTROL
 FF0655  ______________________________________________________________________
 FF0655* NAD 83(1986) POSITION- 35 26 36.     (N) 090 59 09.     (W)   SCALED
 FF0655* NAVD 88 ORTHO HEIGHT -    69.894 (meters)      229.31  (feet) ADJUSTED
 FF0655  ______________________________________________________________________
 FF0655  GEOID HEIGHT    -        -27.436 (meters)                     GEOID18
 FF0655  DYNAMIC HEIGHT  -         69.833 (meters)      229.11  (feet) COMP
 FF0655  MODELED GRAVITY -    979,754.4   (mgal)                       NAVD 88
 FF0655
 FF0655  VERT ORDER      -  FIRST     CLASS II
 FF0655
 FF0655.The horizontal coordinates were scaled from a map and have
 FF0655.an estimated accuracy of +/- 6 seconds.
 FF0655
 FF0655.The orthometric height was determined by differential leveling and
 FF0655.adjusted by the NATIONAL GEODETIC SURVEY
 FF0655.in June 1991.
 FF0655
 FF0655.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0655.GEOID18 height accuracy estimate available here.
 FF0655
 FF0655.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV828240(NAD 83)
 FF0655
 FF0655                          SUPERSEDED SURVEY CONTROL
 FF0655
 FF0655  NGVD 29 (11/26/84)   69.846  (m)          229.15   (f) ADJUSTED    1 2
 FF0655
 FF0655.Superseded values are not recommended for survey control.
 FF0655
 FF0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0655.See file dsdata.pdf to determine how the superseded data were derived.
 FF0655
 FF0655_MARKER: DB = BENCH MARK DISK
 FF0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0655_STAMPING: E 181 1956
 FF0655_MARK LOGO: CGS
 FF0655_PROJECTION: PROJECTING 8 CENTIMETERS
 FF0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0655+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0697 ***********************************************************************
 FF0697  DESIGNATION -  E 182
 FF0697  PID         -  FF0697
 FF0697  STATE/COUNTY-  AR/CROSS
 FF0697  COUNTRY     -  US
 FF0697  USGS QUAD   -  VANNDALE (2017)
 FF0697
 FF0697                         *CURRENT SURVEY CONTROL
 FF0697  ______________________________________________________________________
 FF0697* NAD 83(1986) POSITION- 35 18 53.     (N) 090 46 23.     (W)   SCALED
 FF0697* NAVD 88 ORTHO HEIGHT -    83.698 (meters)      274.60  (feet) ADJUSTED
 FF0697  ______________________________________________________________________
 FF0697  GEOID HEIGHT    -        -27.296 (meters)                     GEOID18
 FF0697  DYNAMIC HEIGHT  -         83.623 (meters)      274.35  (feet) COMP
 FF0697  MODELED GRAVITY -    979,737.9   (mgal)                       NAVD 88
 FF0697
 FF0697  VERT ORDER      -  FIRST     CLASS II
 FF0697
 FF0697.The horizontal coordinates were scaled from a map and have
 FF0697.an estimated accuracy of +/- 6 seconds.
 FF0697
 FF0697.The orthometric height was determined by differential leveling and
 FF0697.adjusted by the NATIONAL GEODETIC SURVEY
 FF0697.in June 1991.
 FF0697
 FF0697.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0697.GEOID18 height accuracy estimate available here.
 FF0697
 FF0697.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV024102(NAD 83)
 FF0697
 FF0697                          SUPERSEDED SURVEY CONTROL
 FF0697
 FF0697  NGVD 29 (11/26/84)   83.658  (m)          274.47   (f) ADJUSTED    1 2
 FF0697
 FF0697.Superseded values are not recommended for survey control.
 FF0697
 FF0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0697.See file dsdata.pdf to determine how the superseded data were derived.
 FF0697
 FF0697_MARKER: DB = BENCH MARK DISK
 FF0697_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF0697_SP_SET: BUILDING
 FF0697_STAMPING: E 182 1956
 FF0697_MARK LOGO: CGS
 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  HISTORY     - 20090708 MARK NOT FOUND   NGS
 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.
 FF0697
 FF0697                          STATION RECOVERY (2009)
 FF0697
 FF0697'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2009 (JBW)
 FF0697'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0909 ***********************************************************************
 FF0909  DESIGNATION -  E 183
 FF0909  PID         -  FF0909
 FF0909  STATE/COUNTY-  AR/POINSETT
 FF0909  COUNTRY     -  US
 FF0909  USGS QUAD   -  POWERS SLOUGH (2017)
 FF0909
 FF0909                         *CURRENT SURVEY CONTROL
 FF0909  ______________________________________________________________________
 FF0909* NAD 83(1986) POSITION- 35 33 51.     (N) 090 51 26.     (W)   SCALED
 FF0909* NAVD 88 ORTHO HEIGHT -    73.302 (meters)      240.49  (feet) ADJUSTED
 FF0909  ______________________________________________________________________
 FF0909  GEOID HEIGHT    -        -27.572 (meters)                     GEOID18
 FF0909  DYNAMIC HEIGHT  -         73.238 (meters)      240.28  (feet) COMP
 FF0909  MODELED GRAVITY -    979,763.3   (mgal)                       NAVD 88
 FF0909
 FF0909  VERT ORDER      -  FIRST     CLASS II
 FF0909
 FF0909.The horizontal coordinates were scaled from a map and have
 FF0909.an estimated accuracy of +/- 6 seconds.
 FF0909
 FF0909.The orthometric height was determined by differential leveling and
 FF0909.adjusted by the NATIONAL GEODETIC SURVEY
 FF0909.in June 1991.
 FF0909
 FF0909.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0909.GEOID18 height accuracy estimate available here.
 FF0909
 FF0909.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV941377(NAD 83)
 FF0909
 FF0909                          SUPERSEDED SURVEY CONTROL
 FF0909
 FF0909  NGVD 29 (11/26/84)   73.245  (m)          240.30   (f) ADJUSTED    1 2
 FF0909
 FF0909.Superseded values are not recommended for survey control.
 FF0909
 FF0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0909.See file dsdata.pdf to determine how the superseded data were derived.
 FF0909
 FF0909_MARKER: DB = BENCH MARK DISK
 FF0909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0909_STAMPING: E 183 1956
 FF0909_MARK LOGO: CGS
 FF0909_PROJECTION: PROJECTING 8 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0100 ***********************************************************************
 FF0100  DESIGNATION -  E 184
 FF0100  PID         -  FF0100
 FF0100  STATE/COUNTY-  AR/CRAIGHEAD
 FF0100  COUNTRY     -  US
 FF0100  USGS QUAD   -  LAKE CITY (2017)
 FF0100
 FF0100                         *CURRENT SURVEY CONTROL
 FF0100  ______________________________________________________________________
 FF0100* NAD 83(1986) POSITION- 35 49 04.     (N) 090 26 00.     (W)   SCALED
 FF0100* NAVD 88 ORTHO HEIGHT -    69.125 (meters)      226.79  (feet) POSTED
 FF0100  ______________________________________________________________________
 FF0100  GEOID HEIGHT    -        -28.000 (meters)                     GEOID18
 FF0100  DYNAMIC HEIGHT  -         69.07  (meters)      226.6   (feet) COMP
 FF0100  MODELED GRAVITY -    979,779.4   (mgal)                       NAVD 88
 FF0100
 FF0100  VERT ORDER      -  * POSTED, SEE BELOW
 FF0100
 FF0100.The horizontal coordinates were scaled from a 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
 FF0100.* This is a POSTED BENCH MARK height.
 FF0100
 FF0100.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0100.GEOID18 height accuracy estimate available here.
 FF0100
 FF0100.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV318667(NAD 83)
 FF0100
 FF0100                          SUPERSEDED SURVEY CONTROL
 FF0100
 FF0100  NGVD 29 (11/26/84)   69.075  (m)          226.62   (f) ADJUSTED    1 2
 FF0100
 FF0100.Superseded values are not recommended for survey control.
 FF0100
 FF0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0100.See file dsdata.pdf to determine how the superseded data were derived.
 FF0100
 FF0100_MARKER: P = PIPE CAP
 FF0100_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF0100_STAMPING: E 184
 FF0100_MARK LOGO: USACE
 FF0100_MAGNETIC: P = MARKER IS A STEEL PIPE
 FF0100_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0100
 FF0100  HISTORY     - Date     Condition        Report By
 FF0100  HISTORY     - UNK      MONUMENTED       USACE
 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, 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 = MARCH 20, 2026 22:17:28 EDT
 FF0041 ***********************************************************************
 FF0041  DESIGNATION -  E 185
 FF0041  PID         -  FF0041
 FF0041  STATE/COUNTY-  AR/MISSISSIPPI
 FF0041  COUNTRY     -  US
 FF0041  USGS QUAD   -  DELL (2017)
 FF0041
 FF0041                         *CURRENT SURVEY CONTROL
 FF0041  ______________________________________________________________________
 FF0041* NAD 83(1986) POSITION- 35 50 47.     (N) 090 05 38.     (W)   SCALED
 FF0041* NAVD 88 ORTHO HEIGHT -    72.138 (meters)      236.67  (feet) ADJUSTED
 FF0041  ______________________________________________________________________
 FF0041  GEOID HEIGHT    -        -27.946 (meters)                     GEOID18
 FF0041  DYNAMIC HEIGHT  -         72.077 (meters)      236.47  (feet) COMP
 FF0041  MODELED GRAVITY -    979,789.7   (mgal)                       NAVD 88
 FF0041
 FF0041  VERT ORDER      -  FIRST     CLASS II
 FF0041
 FF0041.The horizontal coordinates were scaled from a map and have
 FF0041.an estimated accuracy of +/- 6 seconds.
 FF0041
 FF0041.The orthometric height was determined by differential leveling and
 FF0041.adjusted by the NATIONAL GEODETIC SURVEY
 FF0041.in June 1991.
 FF0041
 FF0041.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0041.GEOID18 height accuracy estimate available here.
 FF0041
 FF0041.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV624708(NAD 83)
 FF0041
 FF0041                          SUPERSEDED SURVEY CONTROL
 FF0041
 FF0041  NGVD 29 (11/26/84)   72.117  (m)          236.60   (f) ADJUSTED    1 2
 FF0041
 FF0041.Superseded values are not recommended for survey control.
 FF0041
 FF0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0041.See file dsdata.pdf to determine how the superseded data were derived.
 FF0041
 FF0041_MARKER: DB = BENCH MARK DISK
 FF0041_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FF0041_SP_SET: CULVERT HEADWALL
 FF0041_STAMPING: E 185 1956
 FF0041_MARK LOGO: CGS
 FF0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0041+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0080 ***********************************************************************
 FF0080  DESIGNATION -  E 186
 FF0080  PID         -  FF0080
 FF0080  STATE/COUNTY-  AR/CRAIGHEAD
 FF0080  COUNTRY     -  US
 FF0080  USGS QUAD   -  LEACHVILLE (2017)
 FF0080
 FF0080                         *CURRENT SURVEY CONTROL
 FF0080  ______________________________________________________________________
 FF0080* NAD 83(1986) POSITION- 35 54 13.     (N) 090 19 38.     (W)   SCALED
 FF0080* NAVD 88 ORTHO HEIGHT -    71.044 (meters)      233.08  (feet) POSTED
 FF0080  ______________________________________________________________________
 FF0080  GEOID HEIGHT    -        -28.136 (meters)                     GEOID18
 FF0080  DYNAMIC HEIGHT  -         70.98  (meters)      232.9   (feet) COMP
 FF0080  MODELED GRAVITY -    979,783.2   (mgal)                       NAVD 88
 FF0080
 FF0080  VERT ORDER      -  * POSTED, SEE BELOW
 FF0080
 FF0080.The horizontal coordinates were scaled from a 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
 FF0080.* This is a POSTED BENCH MARK height.
 FF0080
 FF0080.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0080.GEOID18 height accuracy estimate available here.
 FF0080
 FF0080.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV412765(NAD 83)
 FF0080
 FF0080                          SUPERSEDED SURVEY CONTROL
 FF0080
 FF0080  NGVD 29 (11/26/84)   71.017  (m)          232.99   (f) ADJUSTED    1 2
 FF0080
 FF0080.Superseded values are not recommended for survey control.
 FF0080
 FF0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0080.See file dsdata.pdf to determine how the superseded data were derived.
 FF0080
 FF0080_MARKER: DB = BENCH MARK DISK
 FF0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0080_STAMPING: E 186 1956
 FF0080_MARK LOGO: CGS
 FF0080_PROJECTION: PROJECTING 8 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0117 ***********************************************************************
 GE0117  DESIGNATION -  E 187
 GE0117  PID         -  GE0117
 GE0117  STATE/COUNTY-  AR/GREENE
 GE0117  COUNTRY     -  US
 GE0117  USGS QUAD   -  PARAGOULD EAST (2017)
 GE0117
 GE0117                         *CURRENT SURVEY CONTROL
 GE0117  ______________________________________________________________________
 GE0117* NAD 83(1986) POSITION- 36 03 50.     (N) 090 28 45.     (W)   SCALED
 GE0117* NAVD 88 ORTHO HEIGHT -    83.441 (meters)      273.76  (feet) ADJUSTED
 GE0117  ______________________________________________________________________
 GE0117  GEOID HEIGHT    -        -28.242 (meters)                     GEOID18
 GE0117  DYNAMIC HEIGHT  -         83.371 (meters)      273.53  (feet) COMP
 GE0117  MODELED GRAVITY -    979,794.8   (mgal)                       NAVD 88
 GE0117
 GE0117  VERT ORDER      -  FIRST     CLASS II
 GE0117
 GE0117.The horizontal coordinates were scaled from a map and have
 GE0117.an estimated accuracy of +/- 6 seconds.
 GE0117
 GE0117.The orthometric height was determined by differential leveling and
 GE0117.adjusted by the NATIONAL GEODETIC SURVEY
 GE0117.in June 1991.
 GE0117
 GE0117.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0117.GEOID18 height accuracy estimate available here.
 GE0117
 GE0117.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV270939(NAD 83)
 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
 GE0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0117.See file dsdata.pdf to determine how the superseded data were derived.
 GE0117
 GE0117_MARKER: DB = BENCH MARK DISK
 GE0117_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GE0117_STAMPING: E 187 1956
 GE0117_MARK LOGO: CGS
 GE0117_PROJECTION: FLUSH
 GE0117_MAGNETIC: I = MARKER IS A STEEL ROD
 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  HISTORY     - 20081021 MARK NOT FOUND   ARHD
 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.
 GE0117
 GE0117                          STATION RECOVERY (2008)
 GE0117
 GE0117'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2008 (WDA)
 GE0117'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GE0135 ***********************************************************************
 GE0135  DESIGNATION -  E 188
 GE0135  PID         -  GE0135
 GE0135  STATE/COUNTY-  AR/CLAY
 GE0135  COUNTRY     -  US
 GE0135  USGS QUAD   -  PIGGOTT (2017)
 GE0135
 GE0135                         *CURRENT SURVEY CONTROL
 GE0135  ______________________________________________________________________
 GE0135* NAD 83(1986) POSITION- 36 25 03.     (N) 090 13 57.     (W)   SCALED
 GE0135* NAVD 88 ORTHO HEIGHT -   140.291 (meters)      460.27  (feet) ADJUSTED
 GE0135  ______________________________________________________________________
 GE0135  GEOID HEIGHT    -        -28.667 (meters)                     GEOID18
 GE0135  DYNAMIC HEIGHT  -        140.175 (meters)      459.89  (feet) COMP
 GE0135  MODELED GRAVITY -    979,804.9   (mgal)                       NAVD 88
 GE0135
 GE0135  VERT ORDER      -  FIRST     CLASS II
 GE0135
 GE0135.The horizontal coordinates were scaled from a map and have
 GE0135.an estimated accuracy of +/- 6 seconds.
 GE0135
 GE0135.The orthometric height was determined by differential leveling and
 GE0135.adjusted by the NATIONAL GEODETIC SURVEY
 GE0135.in June 1991.
 GE0135
 GE0135.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0135.GEOID18 height accuracy estimate available here.
 GE0135
 GE0135.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA481338(NAD 83)
 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
 GE0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0135.See file dsdata.pdf to determine how the superseded data were derived.
 GE0135
 GE0135_MARKER: DB = BENCH MARK DISK
 GE0135_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GE0135_STAMPING: E 188 1956
 GE0135_MARK LOGO: CGS
 GE0135_PROJECTION: FLUSH
 GE0135_MAGNETIC: I = MARKER IS A STEEL ROD
 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 = MARCH 20, 2026 22:17:28 EDT
 FE1835 ***********************************************************************
 FE1835  DESIGNATION -  E 189
 FE1835  PID         -  FE1835
 FE1835  STATE/COUNTY-  AR/MISSISSIPPI
 FE1835  COUNTRY     -  US
 FE1835  USGS QUAD   -  BLYTHEVILLE (2017)
 FE1835
 FE1835                         *CURRENT SURVEY CONTROL
 FE1835  ______________________________________________________________________
 FE1835* NAD 83(1986) POSITION- 35 55 32.     (N) 089 54 35.     (W)   SCALED
 FE1835* NAVD 88 ORTHO HEIGHT -    78.500 (meters)      257.55  (feet) ADJUSTED
 FE1835  ______________________________________________________________________
 FE1835  GEOID HEIGHT    -        -28.103 (meters)                     GEOID18
 FE1835  DYNAMIC HEIGHT  -         78.434 (meters)      257.33  (feet) COMP
 FE1835  MODELED GRAVITY -    979,790.8   (mgal)                       NAVD 88
 FE1835
 FE1835  VERT ORDER      -  FIRST     CLASS II
 FE1835
 FE1835.The horizontal coordinates were scaled from a map and have
 FE1835.an estimated accuracy of +/- 6 seconds.
 FE1835
 FE1835.The orthometric height was determined by differential leveling and
 FE1835.adjusted by the NATIONAL GEODETIC SURVEY
 FE1835.in June 1991.
 FE1835
 FE1835.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE1835.GEOID18 height accuracy estimate available here.
 FE1835
 FE1835.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE374796(NAD 83)
 FE1835
 FE1835                          SUPERSEDED SURVEY CONTROL
 FE1835
 FE1835  NGVD 29 (11/26/84)   78.449  (m)          257.38   (f) ADJUSTED    1 2
 FE1835
 FE1835.Superseded values are not recommended for survey control.
 FE1835
 FE1835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1835.See file dsdata.pdf to determine how the superseded data were derived.
 FE1835
 FE1835_MARKER: DB = BENCH MARK DISK
 FE1835_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FE1835_SP_SET: DRIVE
 FE1835_STAMPING: E 189 1956
 FE1835_MARK LOGO: CGS
 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, 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 = MARCH 20, 2026 22:17:28 EDT
 FG0842 ***********************************************************************
 FG0842  DESIGNATION -  E 19 RESET
 FG0842  PID         -  FG0842
 FG0842  STATE/COUNTY-  AR/NEWTON
 FG0842  COUNTRY     -  US
 FG0842  USGS QUAD   -  FALLSVILLE (2017)
 FG0842
 FG0842                         *CURRENT SURVEY CONTROL
 FG0842  ______________________________________________________________________
 FG0842* NAD 83(1986) POSITION- 35 46 22.3    (N) 093 27 57.6    (W)   HD_HELD2
 FG0842* NAVD 88 ORTHO HEIGHT -   692.78  (meters)     2272.9   (feet) RESET
 FG0842  ______________________________________________________________________
 FG0842  GEOID HEIGHT    -        -28.054 (meters)                     GEOID18
 FG0842  VERT ORDER      -  THIRD
 FG0842
 FG0842.The horizontal coordinates were established by autonomous hand held GPS
 FG0842.observations and have an estimated accuracy of +/- 10 meters.
 FG0842
 FG0842.The orthometric height was computed from unverified reset data.
 FG0842
 FG0842.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0842.GEOID18 height accuracy estimate available here.
 FG0842
 FG0842.Click photographs - Photos may exist for this station.
 FG0842
 FG0842;                    North         East    Units  Estimated Accuracy
 FG0842;SPC AR N     -   160,691.      267,455.      MT  (+/- 10 meters HH2 GPS)
 FG0842
 FG0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV5788058856(NAD 83)
 FG0842
 FG0842                          SUPERSEDED SURVEY CONTROL
 FG0842
 FG0842.No superseded survey control is available for this station.
 FG0842
 FG0842_MARKER: DB = BENCH MARK DISK
 FG0842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0842_STAMPING: E 19 RESET 1961
 FG0842_MARK LOGO: CGS
 FG0842_PROJECTION: PROJECTING 10 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0151 ***********************************************************************
 GE0151  DESIGNATION -  E 190
 GE0151  PID         -  GE0151
 GE0151  STATE/COUNTY-  AR/CLAY
 GE0151  COUNTRY     -  US
 GE0151  USGS QUAD   -  MCDOUGAL (2017)
 GE0151
 GE0151                         *CURRENT SURVEY CONTROL
 GE0151  ______________________________________________________________________
 GE0151* NAD 83(1986) POSITION- 36 25 46.     (N) 090 28 25.     (W)   SCALED
 GE0151* NAVD 88 ORTHO HEIGHT -    87.609 (meters)      287.43  (feet) ADJUSTED
 GE0151  ______________________________________________________________________
 GE0151  GEOID HEIGHT    -        -28.717 (meters)                     GEOID18
 GE0151  DYNAMIC HEIGHT  -         87.539 (meters)      287.20  (feet) COMP
 GE0151  MODELED GRAVITY -    979,824.9   (mgal)                       NAVD 88
 GE0151
 GE0151  VERT ORDER      -  FIRST     CLASS II
 GE0151
 GE0151.The horizontal coordinates were scaled from a map and have
 GE0151.an estimated accuracy of +/- 6 seconds.
 GE0151
 GE0151.The orthometric height was determined by differential leveling and
 GE0151.adjusted by the NATIONAL GEODETIC SURVEY
 GE0151.in June 1991.
 GE0151
 GE0151.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0151.GEOID18 height accuracy estimate available here.
 GE0151
 GE0151.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA264345(NAD 83)
 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
 GE0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0151.See file dsdata.pdf to determine how the superseded data were derived.
 GE0151
 GE0151_MARKER: DB = BENCH MARK DISK
 GE0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0151_STAMPING: E 190 1956
 GE0151_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1111 ***********************************************************************
 EJ1111  DESIGNATION -  E 192 X
 EJ1111  PID         -  EJ1111
 EJ1111  STATE/COUNTY-  AR/CLARK
 EJ1111  COUNTRY     -  US
 EJ1111  USGS QUAD   -  ARKADELPHIA (2017)
 EJ1111
 EJ1111                         *CURRENT SURVEY CONTROL
 EJ1111  ______________________________________________________________________
 EJ1111* NAD 83(1986) POSITION- 34 04 08.     (N) 093 05 29.     (W)   SCALED
 EJ1111* NAVD 88 ORTHO HEIGHT -    63.660 (meters)      208.86  (feet) ADJUSTED
 EJ1111  ______________________________________________________________________
 EJ1111  GEOID HEIGHT    -        -26.803 (meters)                     GEOID18
 EJ1111  DYNAMIC HEIGHT  -         63.596 (meters)      208.65  (feet) COMP
 EJ1111  MODELED GRAVITY -    979,634.3   (mgal)                       NAVD 88
 EJ1111
 EJ1111  VERT ORDER      -  FIRST     CLASS II
 EJ1111
 EJ1111.The horizontal coordinates were scaled from a map and have
 EJ1111.an estimated accuracy of +/- 6 seconds.
 EJ1111
 EJ1111.The orthometric height was determined by differential leveling and
 EJ1111.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1111.in June 1991.
 EJ1111
 EJ1111.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1111.GEOID18 height accuracy estimate available here.
 EJ1111
 EJ1111.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT915697(NAD 83)
 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
 EJ1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1111.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1111
 EJ1111_MARKER: DB = BENCH MARK DISK
 EJ1111_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EJ1111_SP_SET: CULVERT HEADWALL
 EJ1111_STAMPING: E 192 X 1959
 EJ1111_MARK LOGO: CGS
 EJ1111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1111+STABILITY: SURFACE MOTION
 EJ1111_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EJ1111+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2018
 EJ1111
 EJ1111  HISTORY     - Date     Condition        Report By
 EJ1111  HISTORY     - 1959     MONUMENTED       CGS
 EJ1111  HISTORY     - 1960     GOOD             CGS
 EJ1111  HISTORY     - 20110811 GOOD             BFENG
 EJ1111  HISTORY     - 20160120 GOOD             ARHD
 EJ1111  HISTORY     - 20181106 GOOD             ARHD
 EJ1111
 EJ1111                          STATION DESCRIPTION
 EJ1111
 EJ1111'DESCRIBED BY COAST AND 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.
 EJ1111
 EJ1111                          STATION RECOVERY (2011)
 EJ1111
 EJ1111'RECOVERY NOTE BY B AND F ENGINEERING 2011 (TJS)
 EJ1111'RECOVERED IN GOOD CONDITION.
 EJ1111
 EJ1111                          STATION RECOVERY (2016)
 EJ1111
 EJ1111'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 EJ1111'RECOVERED IN GOOD CONDITION.
 EJ1111
 EJ1111                          STATION RECOVERY (2018)
 EJ1111
 EJ1111'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (JDH)
 EJ1111'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0405 ***********************************************************************
 DL0405  DESIGNATION -  E 193 X
 DL0405  PID         -  DL0405
 DL0405  STATE/COUNTY-  AR/OUACHITA
 DL0405  COUNTRY     -  US
 DL0405  USGS QUAD   -  READER (2017)
 DL0405
 DL0405                         *CURRENT SURVEY CONTROL
 DL0405  ______________________________________________________________________
 DL0405* NAD 83(1986) POSITION- 33 45 45.     (N) 093 06 02.     (W)   SCALED
 DL0405* NAVD 88 ORTHO HEIGHT -    53.205 (meters)      174.56  (feet) ADJUSTED
 DL0405  ______________________________________________________________________
 DL0405  GEOID HEIGHT    -        -26.548 (meters)                     GEOID18
 DL0405  DYNAMIC HEIGHT  -         53.151 (meters)      174.38  (feet) COMP
 DL0405  MODELED GRAVITY -    979,614.9   (mgal)                       NAVD 88
 DL0405
 DL0405  VERT ORDER      -  FIRST     CLASS II
 DL0405
 DL0405.The horizontal coordinates were scaled from a map and have
 DL0405.an estimated accuracy of +/- 6 seconds.
 DL0405
 DL0405.The orthometric height was determined by differential leveling and
 DL0405.adjusted by the NATIONAL GEODETIC SURVEY
 DL0405.in June 1991.
 DL0405
 DL0405.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0405.GEOID18 height accuracy estimate available here.
 DL0405
 DL0405.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT906358(NAD 83)
 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
 DL0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0405.See file dsdata.pdf to determine how the superseded data were derived.
 DL0405
 DL0405_MARKER: DB = BENCH MARK DISK
 DL0405_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL0405_STAMPING: E 193 X 1959
 DL0405_MARK LOGO: CGS
 DL0405_MAGNETIC: I = MARKER IS A STEEL ROD
 DL0405_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0405_ROD/PIPE-DEPTH: 7.6 meters
 DL0405
 DL0405  HISTORY     - Date     Condition        Report By
 DL0405  HISTORY     - 1959     MONUMENTED       CGS
 DL0405  HISTORY     - 1960     GOOD             CGS
 DL0405  HISTORY     - 1964     GOOD             CGS
 DL0405  HISTORY     - 20160315 MARK NOT FOUND   ARHD
 DL0405
 DL0405                          STATION DESCRIPTION
 DL0405
 DL0405'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1964
 DL0405'RECOVERED IN GOOD CONDITION.
 DL0405
 DL0405                          STATION RECOVERY (2016)
 DL0405
 DL0405'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (BAB)
 DL0405'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0335 ***********************************************************************
 DL0335  DESIGNATION -  E 197
 DL0335  PID         -  DL0335
 DL0335  STATE/COUNTY-  AR/OUACHITA
 DL0335  COUNTRY     -  US
 DL0335  USGS QUAD   -  CAMDEN (2017)
 DL0335
 DL0335                         *CURRENT SURVEY CONTROL
 DL0335  ______________________________________________________________________
 DL0335* NAD 83(1986) POSITION- 33 32 10.1    (N) 092 51 30.5    (W)   HD_HELD2
 DL0335* NAVD 88 ORTHO HEIGHT -    41.404 (meters)      135.84  (feet) ADJUSTED
 DL0335  ______________________________________________________________________
 DL0335  GEOID HEIGHT    -        -26.301 (meters)                     GEOID18
 DL0335  DYNAMIC HEIGHT  -         41.360 (meters)      135.70  (feet) COMP
 DL0335  MODELED GRAVITY -    979,597.2   (mgal)                       NAVD 88
 DL0335
 DL0335  VERT ORDER      -  FIRST     CLASS II
 DL0335
 DL0335.The horizontal coordinates were established by autonomous hand held GPS
 DL0335.observations and have an estimated accuracy of +/- 10 meters.
 DL0335
 DL0335.The orthometric height was determined by differential leveling and
 DL0335.adjusted by the NATIONAL GEODETIC SURVEY
 DL0335.in March 2014.
 DL0335
 DL0335.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0335.GEOID18 height accuracy estimate available here.
 DL0335
 DL0335.Click photographs - Photos may exist for this station.
 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.      320,266.      MT  (+/- 10 meters HH2 GPS)
 DL0335
 DL0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT1314010734(NAD 83)
 DL0335
 DL0335                          SUPERSEDED SURVEY CONTROL
 DL0335
 DL0335  NAVD 88 (06/15/91)   41.412  (m)          135.87   (f) SUPERSEDED  1 2
 DL0335  NGVD 29 (??/??/92)   41.44   (m)          136.0    (f) COMPUTED    1 2
 DL0335
 DL0335.Superseded values are not recommended for survey control.
 DL0335
 DL0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0335.See file dsdata.pdf to determine how the superseded data were derived.
 DL0335
 DL0335_MARKER: DB = BENCH MARK DISK
 DL0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0335_STAMPING: E 197 1960
 DL0335_MARK LOGO: CGS
 DL0335_PROJECTION: FLUSH
 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 - April 16, 2013
 DL0335
 DL0335  HISTORY     - Date     Condition        Report By
 DL0335  HISTORY     - 1960     MONUMENTED       CGS
 DL0335  HISTORY     - 1964     GOOD             CGS
 DL0335  HISTORY     - 20040804 GOOD             ARHD
 DL0335  HISTORY     - 20110921 GOOD             ARHD
 DL0335  HISTORY     - 20130416 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 COAST AND GEODETIC SURVEY 1964
 DL0335'RECOVERED IN GOOD CONDITION.
 DL0335
 DL0335                          STATION RECOVERY (2004)
 DL0335
 DL0335'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2004 (WDA)
 DL0335'RECOVERED IN GOOD CONDITION.
 DL0335
 DL0335                          STATION RECOVERY (2011)
 DL0335
 DL0335'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (AMC)
 DL0335'RECOVERED IN GOOD CONDITION.
 DL0335
 DL0335                          STATION RECOVERY (2013)
 DL0335
 DL0335'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (JDH)
 DL0335'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0212 ***********************************************************************
 DL0212  DESIGNATION -  E 198
 DL0212  PID         -  DL0212
 DL0212  STATE/COUNTY-  AR/OUACHITA
 DL0212  COUNTRY     -  US
 DL0212  USGS QUAD   -  SNOW HILL (2017)
 DL0212
 DL0212                         *CURRENT SURVEY CONTROL
 DL0212  ______________________________________________________________________
 DL0212* NAD 83(1986) POSITION- 33 23 18.     (N) 092 38 21.     (W)   SCALED
 DL0212* NAVD 88 ORTHO HEIGHT -    58.885 (meters)      193.19  (feet) ADJUSTED
 DL0212  ______________________________________________________________________
 DL0212  GEOID HEIGHT    -        -26.269 (meters)                     GEOID18
 DL0212  DYNAMIC HEIGHT  -         58.823 (meters)      192.99  (feet) COMP
 DL0212  MODELED GRAVITY -    979,588.4   (mgal)                       NAVD 88
 DL0212
 DL0212  VERT ORDER      -  FIRST     CLASS II
 DL0212
 DL0212.The horizontal coordinates were scaled from a map and have
 DL0212.an estimated accuracy of +/- 6 seconds.
 DL0212
 DL0212.The orthometric height was determined by differential leveling and
 DL0212.adjusted by the NATIONAL GEODETIC SURVEY
 DL0212.in June 1991.
 DL0212
 DL0212.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0212.GEOID18 height accuracy estimate available here.
 DL0212
 DL0212.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS335943(NAD 83)
 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
 DL0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0212.See file dsdata.pdf to determine how the superseded data were derived.
 DL0212
 DL0212_MARKER: DB = BENCH MARK DISK
 DL0212_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0212_STAMPING: E 198 1960
 DL0212_MARK LOGO: CGS
 DL0212_MAGNETIC: P = MARKER IS A STEEL PIPE
 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             CGS
 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, T15S, R15W, 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 COAST AND GEODETIC SURVEY 1964
 DL0212'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0786 ***********************************************************************
 DL0786  DESIGNATION -  E 199
 DL0786  PID         -  DL0786
 DL0786  STATE/COUNTY-  AR/LAFAYETTE
 DL0786  COUNTRY     -  US
 DL0786  USGS QUAD   -  BRADLEY (2017)
 DL0786
 DL0786                         *CURRENT SURVEY CONTROL
 DL0786  ______________________________________________________________________
 DL0786* NAD 83(1986) POSITION- 33 06 16.     (N) 093 39 11.     (W)   SCALED
 DL0786* NAVD 88 ORTHO HEIGHT -    76.973 (meters)      252.54  (feet) ADJUSTED
 DL0786  ______________________________________________________________________
 DL0786  GEOID HEIGHT    -        -26.465 (meters)                     GEOID18
 DL0786  DYNAMIC HEIGHT  -         76.889 (meters)      252.26  (feet) COMP
 DL0786  MODELED GRAVITY -    979,552.1   (mgal)                       NAVD 88
 DL0786
 DL0786  VERT ORDER      -  FIRST     CLASS II
 DL0786
 DL0786.The horizontal coordinates were scaled from a map and have
 DL0786.an estimated accuracy of +/- 6 seconds.
 DL0786
 DL0786.The orthometric height was determined by differential leveling and
 DL0786.adjusted by the NATIONAL GEODETIC SURVEY
 DL0786.in June 1991.
 DL0786
 DL0786.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0786.GEOID18 height accuracy estimate available here.
 DL0786
 DL0786.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS390630(NAD 83)
 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
 DL0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0786.See file dsdata.pdf to determine how the superseded data were derived.
 DL0786
 DL0786_MARKER: DB = BENCH MARK DISK
 DL0786_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL0786_STAMPING: E 199 1960
 DL0786_MARK LOGO: CGS
 DL0786_MAGNETIC: I = MARKER IS A STEEL ROD
 DL0786_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0786_ROD/PIPE-DEPTH: 9.8 meters
 DL0786
 DL0786  HISTORY     - Date     Condition        Report By
 DL0786  HISTORY     - 1960     MONUMENTED       CGS
 DL0786  HISTORY     - 1963     GOOD             CGS
 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 GE0480 ***********************************************************************
 GE0480  DESIGNATION -  E 2
 GE0480  PID         -  GE0480
 GE0480  STATE/COUNTY-  AR/LAWRENCE
 GE0480  COUNTRY     -  US
 GE0480  USGS QUAD   -  IMBODEN (2017)
 GE0480
 GE0480                         *CURRENT SURVEY CONTROL
 GE0480  ______________________________________________________________________
 GE0480* NAD 83(1986) POSITION- 36 12 05.     (N) 091 10 01.     (W)   SCALED
 GE0480* NAVD 88 ORTHO HEIGHT -    86.332 (meters)      283.24  (feet) ADJUSTED
 GE0480  ______________________________________________________________________
 GE0480  GEOID HEIGHT    -        -28.262 (meters)                     GEOID18
 GE0480  DYNAMIC HEIGHT  -         86.261 (meters)      283.01  (feet) COMP
 GE0480  MODELED GRAVITY -    979,809.5   (mgal)                       NAVD 88
 GE0480
 GE0480  VERT ORDER      -  FIRST     CLASS II
 GE0480
 GE0480.The horizontal coordinates were scaled from a map and have
 GE0480.an estimated accuracy of +/- 6 seconds.
 GE0480
 GE0480.The orthometric height was determined by differential leveling and
 GE0480.adjusted by the NATIONAL GEODETIC SURVEY
 GE0480.in June 1991.
 GE0480
 GE0480.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0480.GEOID18 height accuracy estimate available here.
 GE0480
 GE0480.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA647078(NAD 83)
 GE0480
 GE0480                          SUPERSEDED SURVEY CONTROL
 GE0480
 GE0480  NGVD 29 (10/05/93)   86.237  (m)          282.93   (f) ADJUSTED    1 2
 GE0480  NGVD 29 (??/??/92)   86.236  (m)          282.93   (f) SUPERSEDED  1 2
 GE0480
 GE0480.Superseded values are not recommended for survey control.
 GE0480
 GE0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0480.See file dsdata.pdf to determine how the superseded data were derived.
 GE0480
 GE0480_MARKER: DB = BENCH MARK DISK
 GE0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0480_STAMPING: E 2 1928 282.926
 GE0480_MARK LOGO: CGS
 GE0480_PROJECTION: FLUSH
 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             CGS
 GE0480  HISTORY     - 19920324 GOOD             NGS
 GE0480  HISTORY     - 20021026 GOOD             USACE
 GE0480  HISTORY     - 20150506 MARK NOT FOUND   ARHD
 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 COAST AND 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.
 GE0480
 GE0480                          STATION RECOVERY (2015)
 GE0480
 GE0480'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (BAB)
 GE0480'WE TALKED TO A RAILROAD WORKER THAT SAID DOZER WORK HAS BEEN DONE IN
 GE0480'THE AREA. MAY HAVE BEEN KNOCKED OUT.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FH0118 ***********************************************************************
 FH0118  DESIGNATION -  E 20
 FH0118  PID         -  FH0118
 FH0118  STATE/COUNTY-  AR/SEBASTIAN
 FH0118  COUNTRY     -  US
 FH0118  USGS QUAD   -  SOUTH FORT SMITH (2017)
 FH0118
 FH0118                         *CURRENT SURVEY CONTROL
 FH0118  ______________________________________________________________________
 FH0118* NAD 83(1986) POSITION- 35 17 59.     (N) 094 23 23.     (W)   SCALED
 FH0118* NAVD 88 ORTHO HEIGHT -   152.040 (meters)      498.82  (feet) ADJUSTED
 FH0118  ______________________________________________________________________
 FH0118  GEOID HEIGHT    -        -30.388 (meters)                     GEOID18
 FH0118  DYNAMIC HEIGHT  -        151.895 (meters)      498.34  (feet) COMP
 FH0118  MODELED GRAVITY -    979,677.3   (mgal)                       NAVD 88
 FH0118
 FH0118  VERT ORDER      -  FIRST     CLASS II
 FH0118
 FH0118.The horizontal coordinates were scaled from a map and have
 FH0118.an estimated accuracy of +/- 6 seconds.
 FH0118
 FH0118.The orthometric height was determined by differential leveling and
 FH0118.adjusted by the NATIONAL GEODETIC SURVEY
 FH0118.in June 1991.
 FH0118
 FH0118.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0118.GEOID18 height accuracy estimate available here.
 FH0118
 FH0118.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV736071(NAD 83)
 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
 FH0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0118.See file dsdata.pdf to determine how the superseded data were derived.
 FH0118
 FH0118_MARKER: DB = BENCH MARK DISK
 FH0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0118_STAMPING: 498.506 E 20 1931
 FH0118_MARK LOGO: CGS
 FH0118_PROJECTION: RECESSED 10 CENTIMETERS
 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             CGS
 FH0118  HISTORY     - 1985     MARK NOT FOUND   NGS
 FH0118  HISTORY     - 20040106 MARK NOT FOUND   ARHD
 FH0118
 FH0118                          STATION DESCRIPTION
 FH0118
 FH0118'DESCRIBED BY COAST AND 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 DEPARTMENT OF TRANSPORTATION 2004 (DFC)
 FH0118'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0135 ***********************************************************************
 DL0135  DESIGNATION -  E 200
 DL0135  PID         -  DL0135
 DL0135  STATE/COUNTY-  AR/UNION
 DL0135  COUNTRY     -  US
 DL0135  USGS QUAD   -  HUTTIG (2017)
 DL0135
 DL0135                         *CURRENT SURVEY CONTROL
 DL0135  ______________________________________________________________________
 DL0135* NAD 83(1986) POSITION- 33 06 45.     (N) 092 11 45.     (W)   SCALED
 DL0135* NAVD 88 ORTHO HEIGHT -    26.755 (meters)       87.78  (feet) ADJUSTED
 DL0135  ______________________________________________________________________
 DL0135  GEOID HEIGHT    -        -26.103 (meters)                     GEOID18
 DL0135  DYNAMIC HEIGHT  -         26.726 (meters)       87.68  (feet) COMP
 DL0135  MODELED GRAVITY -    979,563.0   (mgal)                       NAVD 88
 DL0135
 DL0135  VERT ORDER      -  FIRST     CLASS II
 DL0135
 DL0135.The horizontal coordinates were scaled from a map and have
 DL0135.an estimated accuracy of +/- 6 seconds.
 DL0135
 DL0135.The orthometric height was determined by differential leveling and
 DL0135.adjusted by the NATIONAL GEODETIC SURVEY
 DL0135.in June 1991.
 DL0135
 DL0135.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0135.GEOID18 height accuracy estimate available here.
 DL0135
 DL0135.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS750640(NAD 83)
 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
 DL0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0135.See file dsdata.pdf to determine how the superseded data were derived.
 DL0135
 DL0135_MARKER: DB = BENCH MARK DISK
 DL0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0135_STAMPING: E 200 1960
 DL0135_MARK LOGO: CGS
 DL0135_PROJECTION: PROJECTING 18 CENTIMETERS
 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             CGS
 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 COAST AND GEODETIC SURVEY 1964
 DL0135'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0250 ***********************************************************************
 DL0250  DESIGNATION -  E 201
 DL0250  PID         -  DL0250
 DL0250  STATE/COUNTY-  AR/UNION
 DL0250  COUNTRY     -  US
 DL0250  USGS QUAD   -  CALION (2017)
 DL0250
 DL0250                         *CURRENT SURVEY CONTROL
 DL0250  ______________________________________________________________________
 DL0250* NAD 83(1986) POSITION- 33 16 21.     (N) 092 30 30.     (W)   SCALED
 DL0250* NAVD 88 ORTHO HEIGHT -    38.823 (meters)      127.37  (feet) ADJUSTED
 DL0250  ______________________________________________________________________
 DL0250  GEOID HEIGHT    -        -26.268 (meters)                     GEOID18
 DL0250  DYNAMIC HEIGHT  -         38.781 (meters)      127.23  (feet) COMP
 DL0250  MODELED GRAVITY -    979,570.9   (mgal)                       NAVD 88
 DL0250
 DL0250  VERT ORDER      -  FIRST     CLASS II
 DL0250
 DL0250.The horizontal coordinates were scaled from a map and have
 DL0250.an estimated accuracy of +/- 6 seconds.
 DL0250
 DL0250.The orthometric height was determined by differential leveling and
 DL0250.adjusted by the NATIONAL GEODETIC SURVEY
 DL0250.in June 1991.
 DL0250
 DL0250.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0250.GEOID18 height accuracy estimate available here.
 DL0250
 DL0250.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS457816(NAD 83)
 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
 DL0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0250.See file dsdata.pdf to determine how the superseded data were derived.
 DL0250
 DL0250_MARKER: DB = BENCH MARK DISK
 DL0250_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL0250_STAMPING: E 201 1960
 DL0250_MARK LOGO: CGS
 DL0250_MAGNETIC: I = MARKER IS A STEEL ROD
 DL0250_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0250_ROD/PIPE-DEPTH: 3.4 meters
 DL0250
 DL0250  HISTORY     - Date     Condition        Report By
 DL0250  HISTORY     - 1960     MONUMENTED       CGS
 DL0250  HISTORY     - 1964     GOOD             CGS
 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 COAST AND GEODETIC SURVEY 1964
 DL0250'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0549 ***********************************************************************
 DL0549  DESIGNATION -  E 202
 DL0549  PID         -  DL0549
 DL0549  STATE/COUNTY-  AR/COLUMBIA
 DL0549  COUNTRY     -  US
 DL0549  USGS QUAD   -  WALDO (2017)
 DL0549
 DL0549                         *CURRENT SURVEY CONTROL
 DL0549  ______________________________________________________________________
 DL0549* NAD 83(1986) POSITION- 33 20 54.     (N) 093 15 39.     (W)   SCALED
 DL0549* NAVD 88 ORTHO HEIGHT -    89.649 (meters)      294.12  (feet) ADJUSTED
 DL0549  ______________________________________________________________________
 DL0549  GEOID HEIGHT    -        -26.513 (meters)                     GEOID18
 DL0549  DYNAMIC HEIGHT  -         89.553 (meters)      293.81  (feet) COMP
 DL0549  MODELED GRAVITY -    979,567.0   (mgal)                       NAVD 88
 DL0549
 DL0549  VERT ORDER      -  FIRST     CLASS II
 DL0549
 DL0549.The horizontal coordinates were scaled from a map and have
 DL0549.an estimated accuracy of +/- 6 seconds.
 DL0549
 DL0549.The orthometric height was determined by differential leveling and
 DL0549.adjusted by the NATIONAL GEODETIC SURVEY
 DL0549.in June 1991.
 DL0549
 DL0549.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0549.GEOID18 height accuracy estimate available here.
 DL0549
 DL0549.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS757899(NAD 83)
 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
 DL0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0549.See file dsdata.pdf to determine how the superseded data were derived.
 DL0549
 DL0549_MARKER: DB = BENCH MARK DISK
 DL0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0549_STAMPING: E 202 1960
 DL0549_MARK LOGO: CGS
 DL0549_PROJECTION: PROJECTING 8 CENTIMETERS
 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             CGS
 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 COAST AND GEODETIC SURVEY 1963
 DL0549'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0834 ***********************************************************************
 DL0834  DESIGNATION -  E 203
 DL0834  PID         -  DL0834
 DL0834  STATE/COUNTY-  AR/LAFAYETTE
 DL0834  COUNTRY     -  US
 DL0834  USGS QUAD   -  LEWISVILLE (2017)
 DL0834
 DL0834                         *CURRENT SURVEY CONTROL
 DL0834  ______________________________________________________________________
 DL0834* NAD 83(1986) POSITION- 33 21 21.     (N) 093 35 23.     (W)   SCALED
 DL0834* NAVD 88 ORTHO HEIGHT -    84.342 (meters)      276.71  (feet) ADJUSTED
 DL0834  ______________________________________________________________________
 DL0834  GEOID HEIGHT    -        -26.726 (meters)                     GEOID18
 DL0834  DYNAMIC HEIGHT  -         84.252 (meters)      276.42  (feet) COMP
 DL0834  MODELED GRAVITY -    979,567.7   (mgal)                       NAVD 88
 DL0834
 DL0834  VERT ORDER      -  FIRST     CLASS II
 DL0834
 DL0834.The horizontal coordinates were scaled from a map and have
 DL0834.an estimated accuracy of +/- 6 seconds.
 DL0834
 DL0834.The orthometric height was determined by differential leveling and
 DL0834.adjusted by the NATIONAL GEODETIC SURVEY
 DL0834.in June 1991.
 DL0834
 DL0834.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0834.GEOID18 height accuracy estimate available here.
 DL0834
 DL0834.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS451908(NAD 83)
 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
 DL0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0834.See file dsdata.pdf to determine how the superseded data were derived.
 DL0834
 DL0834_MARKER: DB = BENCH MARK DISK
 DL0834_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DL0834+WITH SETTING: PAVEMENT
 DL0834_SP_SET: BLOCK
 DL0834_STAMPING: E 203 1960
 DL0834_MARK LOGO: CGS
 DL0834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0834+STABILITY: SURFACE MOTION
 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'ABOUT 0.7 MILE WEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM THE
 DL0834'STATION AT LEWISVILLE, IN SECTION 16, T16S, R24W, 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 = MARCH 20, 2026 22:17:28 EDT
 DL0258 ***********************************************************************
 DL0258  DESIGNATION -  E 204
 DL0258  PID         -  DL0258
 DL0258  STATE/COUNTY-  AR/OUACHITA
 DL0258  COUNTRY     -  US
 DL0258  USGS QUAD   -  BUENA VISTA (2017)
 DL0258
 DL0258                         *CURRENT SURVEY CONTROL
 DL0258  ______________________________________________________________________
 DL0258* NAD 83(1986) POSITION- 33 29 13.     (N) 092 57 26.     (W)   SCALED
 DL0258* NAVD 88 ORTHO HEIGHT -    86.261 (meters)      283.01  (feet) ADJUSTED
 DL0258  ______________________________________________________________________
 DL0258  GEOID HEIGHT    -        -26.335 (meters)                     GEOID18
 DL0258  DYNAMIC HEIGHT  -         86.170 (meters)      282.71  (feet) COMP
 DL0258  MODELED GRAVITY -    979,589.4   (mgal)                       NAVD 88
 DL0258
 DL0258  VERT ORDER      -  FIRST     CLASS II
 DL0258
 DL0258.The horizontal coordinates were scaled from a map and have
 DL0258.an estimated accuracy of +/- 6 seconds.
 DL0258
 DL0258.The orthometric height was determined by differential leveling and
 DL0258.adjusted by the NATIONAL GEODETIC SURVEY
 DL0258.in June 1991.
 DL0258
 DL0258.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0258.GEOID18 height accuracy estimate available here.
 DL0258
 DL0258.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT039052(NAD 83)
 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
 DL0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0258.See file dsdata.pdf to determine how the superseded data were derived.
 DL0258
 DL0258_MARKER: DB = BENCH MARK DISK
 DL0258_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL0258_STAMPING: E 204 1960
 DL0258_MARK LOGO: CGS
 DL0258_MAGNETIC: I = MARKER IS A STEEL ROD
 DL0258_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0258_ROD/PIPE-DEPTH: 17.1 meters
 DL0258
 DL0258  HISTORY     - Date     Condition        Report By
 DL0258  HISTORY     - 1960     MONUMENTED       CGS
 DL0258  HISTORY     - 1964     GOOD             CGS
 DL0258  HISTORY     - 20130417 MARK NOT FOUND   ARHD
 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 COAST AND GEODETIC SURVEY 1964
 DL0258'RECOVERED IN GOOD CONDITION.
 DL0258
 DL0258                          STATION RECOVERY (2013)
 DL0258
 DL0258'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (JDH)
 DL0258'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0665 ***********************************************************************
 DL0665  DESIGNATION -  E 205
 DL0665  PID         -  DL0665
 DL0665  STATE/COUNTY-  AR/COLUMBIA
 DL0665  COUNTRY     -  US
 DL0665  USGS QUAD   -  EMERSON (2017)
 DL0665
 DL0665                         *CURRENT SURVEY CONTROL
 DL0665  ______________________________________________________________________
 DL0665* NAD 83(1986) POSITION- 33 02 29.     (N) 093 10 24.     (W)   SCALED
 DL0665* NAVD 88 ORTHO HEIGHT -    87.525 (meters)      287.15  (feet) ADJUSTED
 DL0665  ______________________________________________________________________
 DL0665  GEOID HEIGHT    -        -26.211 (meters)                     GEOID18
 DL0665  DYNAMIC HEIGHT  -         87.430 (meters)      286.84  (feet) COMP
 DL0665  MODELED GRAVITY -    979,544.1   (mgal)                       NAVD 88
 DL0665
 DL0665  VERT ORDER      -  SECOND    CLASS 0
 DL0665
 DL0665.The horizontal coordinates were scaled from a map and have
 DL0665.an estimated accuracy of +/- 6 seconds.
 DL0665
 DL0665.The orthometric height was determined by differential leveling and
 DL0665.adjusted by the NATIONAL GEODETIC SURVEY
 DL0665.in June 1991.
 DL0665
 DL0665.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0665.GEOID18 height accuracy estimate available here.
 DL0665
 DL0665.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS838558(NAD 83)
 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
 DL0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0665.See file dsdata.pdf to determine how the superseded data were derived.
 DL0665
 DL0665_MARKER: DB = BENCH MARK DISK
 DL0665_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL0665_STAMPING: E 205 1960
 DL0665_MARK LOGO: CGS
 DL0665_MAGNETIC: I = MARKER IS A STEEL ROD
 DL0665_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0665_ROD/PIPE-DEPTH: 9.8 meters
 DL0665
 DL0665  HISTORY     - Date     Condition        Report By
 DL0665  HISTORY     - 1960     MONUMENTED       CGS
 DL0665  HISTORY     - 1963     GOOD             CGS
 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 COAST AND GEODETIC SURVEY 1963
 DL0665'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1300 ***********************************************************************
 FF1300  DESIGNATION -  E 206
 FF1300  PID         -  FF1300
 FF1300  STATE/COUNTY-  AR/WHITE
 FF1300  COUNTRY     -  US
 FF1300  USGS QUAD   -  PANGBURN (2017)
 FF1300
 FF1300                         *CURRENT SURVEY CONTROL
 FF1300  ______________________________________________________________________
 FF1300* NAD 83(1986) POSITION- 35 22 55.     (N) 091 48 26.     (W)   SCALED
 FF1300* NAVD 88 ORTHO HEIGHT -    95.005 (meters)      311.70  (feet) ADJUSTED
 FF1300  ______________________________________________________________________
 FF1300  GEOID HEIGHT    -        -27.415 (meters)                     GEOID18
 FF1300  DYNAMIC HEIGHT  -         94.920 (meters)      311.42  (feet) COMP
 FF1300  MODELED GRAVITY -    979,736.5   (mgal)                       NAVD 88
 FF1300
 FF1300  VERT ORDER      -  SECOND    CLASS 0
 FF1300
 FF1300.The horizontal coordinates were scaled from a map and have
 FF1300.an estimated accuracy of +/- 6 seconds.
 FF1300
 FF1300.The orthometric height was determined by differential leveling and
 FF1300.adjusted by the NATIONAL GEODETIC SURVEY
 FF1300.in June 1991.
 FF1300
 FF1300.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1300.GEOID18 height accuracy estimate available here.
 FF1300
 FF1300.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV083160(NAD 83)
 FF1300
 FF1300                          SUPERSEDED SURVEY CONTROL
 FF1300
 FF1300  NGVD 29 (11/26/84)   94.945  (m)          311.50   (f) ADJUSTED    2 0
 FF1300
 FF1300.Superseded values are not recommended for survey control.
 FF1300
 FF1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1300.See file dsdata.pdf to determine how the superseded data were derived.
 FF1300
 FF1300_MARKER: DB = BENCH MARK DISK
 FF1300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1300_STAMPING: E 206 1962
 FF1300_MARK LOGO: CGS
 FF1300_PROJECTION: PROJECTING 5 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0191 ***********************************************************************
 FG0191  DESIGNATION -  E 207
 FG0191  PID         -  FG0191
 FG0191  STATE/COUNTY-  AR/CLEBURNE
 FG0191  COUNTRY     -  US
 FG0191  USGS QUAD   -  QUITMAN (2017)
 FG0191
 FG0191                         *CURRENT SURVEY CONTROL
 FG0191  ______________________________________________________________________
 FG0191* NAD 83(1986) POSITION- 35 24 13.     (N) 092 10 12.     (W)   SCALED
 FG0191* NAVD 88 ORTHO HEIGHT -   191.672 (meters)      628.84  (feet) ADJUSTED
 FG0191  ______________________________________________________________________
 FG0191  GEOID HEIGHT    -        -27.652 (meters)                     GEOID18
 FG0191  DYNAMIC HEIGHT  -        191.495 (meters)      628.26  (feet) COMP
 FG0191  MODELED GRAVITY -    979,706.8   (mgal)                       NAVD 88
 FG0191
 FG0191  VERT ORDER      -  SECOND    CLASS 0
 FG0191
 FG0191.The horizontal coordinates were scaled from a map and have
 FG0191.an estimated accuracy of +/- 6 seconds.
 FG0191
 FG0191.The orthometric height was determined by differential leveling and
 FG0191.adjusted by the NATIONAL GEODETIC SURVEY
 FG0191.in June 1991.
 FG0191
 FG0191.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0191.GEOID18 height accuracy estimate available here.
 FG0191
 FG0191.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV753181(NAD 83)
 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
 FG0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0191.See file dsdata.pdf to determine how the superseded data were derived.
 FG0191
 FG0191_MARKER: DB = BENCH MARK DISK
 FG0191_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FG0191_SP_SET: BRIDGE
 FG0191_STAMPING: E 207 1962
 FG0191_MARK LOGO: CGS
 FG0191_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG0191
 FG0191  HISTORY     - Date     Condition        Report By
 FG0191  HISTORY     - 1962     MONUMENTED       CGS
 FG0191  HISTORY     - 20150411 MARK NOT FOUND   ARHD
 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.
 FG0191
 FG0191                          STATION RECOVERY (2015)
 FG0191
 FG0191'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (WDA)
 FG0191'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0148 ***********************************************************************
 FG0148  DESIGNATION -  E 208
 FG0148  PID         -  FG0148
 FG0148  STATE/COUNTY-  AR/FAULKNER
 FG0148  COUNTRY     -  US
 FG0148  USGS QUAD   -  ROSE BUD (2017)
 FG0148
 FG0148                         *CURRENT SURVEY CONTROL
 FG0148  ______________________________________________________________________
 FG0148* NAD 83(1986) POSITION- 35 16 44.4    (N) 092 07 19.9    (W)   HD_HELD2
 FG0148* NAVD 88 ORTHO HEIGHT -   183.285 (meters)      601.33  (feet) ADJUSTED
 FG0148  ______________________________________________________________________
 FG0148  GEOID HEIGHT    -        -27.632 (meters)                     GEOID18
 FG0148  DYNAMIC HEIGHT  -        183.113 (meters)      600.76  (feet) COMP
 FG0148  MODELED GRAVITY -    979,692.1   (mgal)                       NAVD 88
 FG0148
 FG0148  VERT ORDER      -  SECOND    CLASS 0
 FG0148
 FG0148.The horizontal coordinates were established by autonomous hand held GPS
 FG0148.observations and have an estimated accuracy of +/- 10 meters.
 FG0148
 FG0148.The orthometric height was determined by differential leveling and
 FG0148.adjusted by the NATIONAL GEODETIC SURVEY
 FG0148.in June 1991.
 FG0148
 FG0148.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0148.GEOID18 height accuracy estimate available here.
 FG0148
 FG0148.Click photographs - Photos may exist for this station.
 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     -   104,920.      388,884.      MT  (+/- 10 meters HH2 GPS)
 FG0148
 FG0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV7982904337(NAD 83)
 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
 FG0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0148.See file dsdata.pdf to determine how the superseded data were derived.
 FG0148
 FG0148_MARKER: DB = BENCH MARK DISK
 FG0148_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FG0148_SP_SET: CULVERT HEADWALL
 FG0148_STAMPING: E 208 1962
 FG0148_MARK LOGO: CGS
 FG0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0148+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0225 ***********************************************************************
 FG0225  DESIGNATION -  E 209
 FG0225  PID         -  FG0225
 FG0225  STATE/COUNTY-  AR/VAN BUREN
 FG0225  COUNTRY     -  US
 FG0225  USGS QUAD   -  DAMASCUS (2017)
 FG0225
 FG0225                         *CURRENT SURVEY CONTROL
 FG0225  ______________________________________________________________________
 FG0225* NAD 83(1986) POSITION- 35 22 18.     (N) 092 24 02.     (W)   SCALED
 FG0225* NAVD 88 ORTHO HEIGHT -   216.332 (meters)      709.75  (feet) ADJUSTED
 FG0225  ______________________________________________________________________
 FG0225  GEOID HEIGHT    -        -27.973 (meters)                     GEOID18
 FG0225  DYNAMIC HEIGHT  -        216.132 (meters)      709.09  (feet) COMP
 FG0225  MODELED GRAVITY -    979,702.7   (mgal)                       NAVD 88
 FG0225
 FG0225  VERT ORDER      -  SECOND    CLASS 0
 FG0225
 FG0225.The horizontal coordinates were scaled from a map and have
 FG0225.an estimated accuracy of +/- 6 seconds.
 FG0225
 FG0225.The orthometric height was determined by differential leveling and
 FG0225.adjusted by the NATIONAL GEODETIC SURVEY
 FG0225.in June 1991.
 FG0225
 FG0225.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0225.GEOID18 height accuracy estimate available here.
 FG0225
 FG0225.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV544144(NAD 83)
 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
 FG0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0225.See file dsdata.pdf to determine how the superseded data were derived.
 FG0225
 FG0225_MARKER: DB = BENCH MARK DISK
 FG0225_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FG0225_SP_SET: CULVERT HEADWALL
 FG0225_STAMPING: E 209 1962
 FG0225_MARK LOGO: CGS
 FG0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0225+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EK0012 ***********************************************************************
 EK0012  DESIGNATION -  E 21
 EK0012  PID         -  EK0012
 EK0012  STATE/COUNTY-  AR/POLK
 EK0012  COUNTRY     -  US
 EK0012  USGS QUAD   -  ACORN (2017)
 EK0012
 EK0012                         *CURRENT SURVEY CONTROL
 EK0012  ______________________________________________________________________
 EK0012* NAD 83(1986) POSITION- 34 41 48.     (N) 094 11 47.     (W)   SCALED
 EK0012* NAVD 88 ORTHO HEIGHT -   352.239 (meters)     1155.64  (feet) ADJUSTED
 EK0012  ______________________________________________________________________
 EK0012  GEOID HEIGHT    -        -30.446 (meters)                     GEOID18
 EK0012  DYNAMIC HEIGHT  -        351.855 (meters)     1154.38  (feet) COMP
 EK0012  MODELED GRAVITY -    979,538.0   (mgal)                       NAVD 88
 EK0012
 EK0012  VERT ORDER      -  FIRST     CLASS II
 EK0012
 EK0012.The horizontal coordinates were scaled from a map and have
 EK0012.an estimated accuracy of +/- 6 seconds.
 EK0012
 EK0012.The orthometric height was determined by differential leveling and
 EK0012.adjusted by the NATIONAL GEODETIC SURVEY
 EK0012.in June 1991.
 EK0012
 EK0012.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0012.GEOID18 height accuracy estimate available here.
 EK0012
 EK0012.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU904400(NAD 83)
 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
 EK0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0012.See file dsdata.pdf to determine how the superseded data were derived.
 EK0012
 EK0012_MARKER: DB = BENCH MARK DISK
 EK0012_SETTING: 66 = SET IN ROCK OUTCROP
 EK0012_STAMPING: 1155.280 E 21 1931
 EK0012_MARK LOGO: CGS
 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             CGS
 EK0012  HISTORY     - 1985     MARK NOT FOUND   NGS
 EK0012
 EK0012                          STATION DESCRIPTION
 EK0012
 EK0012'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG0245 ***********************************************************************
 FG0245  DESIGNATION -  E 210
 FG0245  PID         -  FG0245
 FG0245  STATE/COUNTY-  AR/VAN BUREN
 FG0245  COUNTRY     -  US
 FG0245  USGS QUAD   -  MORGANTON (2017)
 FG0245
 FG0245                         *CURRENT SURVEY CONTROL
 FG0245  ______________________________________________________________________
 FG0245* NAD 83(1986) POSITION- 35 22 42.     (N) 092 16 04.     (W)   SCALED
 FG0245* NAVD 88 ORTHO HEIGHT -   177.512 (meters)      582.39  (feet) ADJUSTED
 FG0245  ______________________________________________________________________
 FG0245  GEOID HEIGHT    -        -27.777 (meters)                     GEOID18
 FG0245  DYNAMIC HEIGHT  -        177.348 (meters)      581.85  (feet) COMP
 FG0245  MODELED GRAVITY -    979,703.9   (mgal)                       NAVD 88
 FG0245
 FG0245  VERT ORDER      -  SECOND    CLASS 0
 FG0245
 FG0245.The horizontal coordinates were scaled from a map and have
 FG0245.an estimated accuracy of +/- 6 seconds.
 FG0245
 FG0245.The orthometric height was determined by differential leveling and
 FG0245.adjusted by the NATIONAL GEODETIC SURVEY
 FG0245.in June 1991.
 FG0245
 FG0245.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0245.GEOID18 height accuracy estimate available here.
 FG0245
 FG0245.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV665152(NAD 83)
 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
 FG0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0245.See file dsdata.pdf to determine how the superseded data were derived.
 FG0245
 FG0245_MARKER: DB = BENCH MARK DISK
 FG0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0245_STAMPING: E 210 1962
 FG0245_MARK LOGO: CGS
 FG0245_PROJECTION: PROJECTING 3 CENTIMETERS
 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             CGS
 FG0245  HISTORY     - 20120222 MARK NOT FOUND   ARHD
 FG0245
 FG0245                          STATION DESCRIPTION
 FG0245
 FG0245'DESCRIBED BY COAST AND 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.
 FG0245
 FG0245                          STATION RECOVERY (2012)
 FG0245
 FG0245'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (AMC)
 FG0245'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FE1935 ***********************************************************************
 FE1935  DESIGNATION -  E 213
 FE1935  PID         -  FE1935
 FE1935  STATE/COUNTY-  AR/MISSISSIPPI
 FE1935  COUNTRY     -  US
 FE1935  USGS QUAD   -  ROSA (2017)
 FE1935
 FE1935                         *CURRENT SURVEY CONTROL
 FE1935  ______________________________________________________________________
 FE1935* NAD 83(1986) POSITION- 35 47 07.     (N) 089 49 39.     (W)   SCALED
 FE1935* NAVD 88 ORTHO HEIGHT -    82.545 (meters)      270.82  (feet) ADJUSTED
 FE1935  ______________________________________________________________________
 FE1935  GEOID HEIGHT    -        -27.767 (meters)                     GEOID18
 FE1935  DYNAMIC HEIGHT  -         82.475 (meters)      270.59  (feet) COMP
 FE1935  MODELED GRAVITY -    979,789.9   (mgal)                       NAVD 88
 FE1935
 FE1935  VERT ORDER      -  FIRST     CLASS I
 FE1935
 FE1935.The horizontal coordinates were scaled from a map and have
 FE1935.an estimated accuracy of +/- 6 seconds.
 FE1935
 FE1935.The orthometric height was determined by differential leveling and
 FE1935.adjusted by the NATIONAL GEODETIC SURVEY
 FE1935.in June 1991.
 FE1935
 FE1935.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE1935.GEOID18 height accuracy estimate available here.
 FE1935
 FE1935.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE444638(NAD 83)
 FE1935
 FE1935                          SUPERSEDED SURVEY CONTROL
 FE1935
 FE1935  NGVD 29 (11/26/84)   82.484  (m)          270.62   (f) ADJUSTED    1 1
 FE1935
 FE1935.Superseded values are not recommended for survey control.
 FE1935
 FE1935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1935.See file dsdata.pdf to determine how the superseded data were derived.
 FE1935
 FE1935_MARKER: DV = VERTICAL CONTROL DISK
 FE1935_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1935_STAMPING: E 213 1976
 FE1935_MARK LOGO: NGS
 FE1935_MAGNETIC: I = MARKER IS A STEEL ROD
 FE1935_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1935_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1935+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2008
 FE1935
 FE1935  HISTORY     - Date     Condition        Report By
 FE1935  HISTORY     - 1976     MONUMENTED       NGS
 FE1935  HISTORY     - 20020727 MARK NOT FOUND   USACE
 FE1935  HISTORY     - 20080625 GOOD             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.
 FE1935
 FE1935                          STATION RECOVERY (2008)
 FE1935
 FE1935'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2008 (DLB)
 FE1935'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FE1946 ***********************************************************************
 FE1946  DESIGNATION -  E 214
 FE1946  PID         -  FE1946
 FE1946  STATE/COUNTY-  AR/MISSISSIPPI
 FE1946  COUNTRY     -  US
 FE1946  USGS QUAD   -  LUXORA (2017)
 FE1946
 FE1946                         *CURRENT SURVEY CONTROL
 FE1946  ______________________________________________________________________
 FE1946* NAD 83(1986) POSITION- 35 45 36.     (N) 089 54 46.     (W)   SCALED
 FE1946* NAVD 88 ORTHO HEIGHT -    81.584 (meters)      267.66  (feet) ADJUSTED
 FE1946  ______________________________________________________________________
 FE1946  GEOID HEIGHT    -        -27.753 (meters)                     GEOID18
 FE1946  DYNAMIC HEIGHT  -         81.515 (meters)      267.44  (feet) COMP
 FE1946  MODELED GRAVITY -    979,787.1   (mgal)                       NAVD 88
 FE1946
 FE1946  VERT ORDER      -  FIRST     CLASS II
 FE1946
 FE1946.The horizontal coordinates were scaled from a map and have
 FE1946.an estimated accuracy of +/- 6 seconds.
 FE1946
 FE1946.The orthometric height was determined by differential leveling and
 FE1946.adjusted by the NATIONAL GEODETIC SURVEY
 FE1946.in June 2020.
 FE1946
 FE1946.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE1946.GEOID18 height accuracy estimate available here.
 FE1946
 FE1946.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE366612(NAD 83)
 FE1946
 FE1946                          SUPERSEDED SURVEY CONTROL
 FE1946
 FE1946  NAVD 88 (06/15/91)   81.587  (m)          267.67   (f) SUPERSEDED  1 1
 FE1946  NGVD 29 (11/26/84)   81.532  (m)          267.49   (f) ADJUSTED    1 1
 FE1946
 FE1946.Superseded values are not recommended for survey control.
 FE1946
 FE1946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1946.See file dsdata.pdf to determine how the superseded data were derived.
 FE1946
 FE1946_MARKER: DV = VERTICAL CONTROL DISK
 FE1946_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FE1946+WITH SETTING: INTO GROUND
 FE1946_STAMPING: E 214 1976
 FE1946_MARK LOGO: NGS
 FE1946_MAGNETIC: I = MARKER IS A STEEL ROD
 FE1946_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1946_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1946+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2019
 FE1946
 FE1946  HISTORY     - Date     Condition        Report By
 FE1946  HISTORY     - 1976     MONUMENTED       NGS
 FE1946  HISTORY     - 20020727 GOOD             USACE
 FE1946  HISTORY     - 20080625 GOOD             USACE
 FE1946  HISTORY     - 20190417 GOOD             ARHD
 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.
 FE1946
 FE1946                          STATION RECOVERY (2008)
 FE1946
 FE1946'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2008 (DLB)
 FE1946'RECOVERED IN GOOD CONDITION.
 FE1946
 FE1946                          STATION RECOVERY (2019)
 FE1946
 FE1946'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2019 (JDH)
 FE1946'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FE1882 ***********************************************************************
 FE1882  DESIGNATION -  E 215
 FE1882  PID         -  FE1882
 FE1882  STATE/COUNTY-  AR/MISSISSIPPI
 FE1882  COUNTRY     -  US
 FE1882  USGS QUAD   -  NODENA (2017)
 FE1882
 FE1882                         *CURRENT SURVEY CONTROL
 FE1882  ______________________________________________________________________
 FE1882* NAD 83(1986) POSITION- 35 33 31.     (N) 089 57 00.     (W)   SCALED
 FE1882* NAVD 88 ORTHO HEIGHT -    79.024 (meters)      259.26  (feet) ADJUSTED
 FE1882  ______________________________________________________________________
 FE1882  GEOID HEIGHT    -        -27.509 (meters)                     GEOID18
 FE1882  DYNAMIC HEIGHT  -         78.955 (meters)      259.04  (feet) COMP
 FE1882  MODELED GRAVITY -    979,767.6   (mgal)                       NAVD 88
 FE1882
 FE1882  VERT ORDER      -  FIRST     CLASS I
 FE1882
 FE1882.The horizontal coordinates were scaled from a map and have
 FE1882.an estimated accuracy of +/- 6 seconds.
 FE1882
 FE1882.The orthometric height was determined by differential leveling and
 FE1882.adjusted by the NATIONAL GEODETIC SURVEY
 FE1882.in June 1991.
 FE1882
 FE1882.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE1882.GEOID18 height accuracy estimate available here.
 FE1882
 FE1882.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE326389(NAD 83)
 FE1882
 FE1882                          SUPERSEDED SURVEY CONTROL
 FE1882
 FE1882  NGVD 29 (11/26/84)   78.993  (m)          259.16   (f) ADJUSTED    1 1
 FE1882
 FE1882.Superseded values are not recommended for survey control.
 FE1882
 FE1882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1882.See file dsdata.pdf to determine how the superseded data were derived.
 FE1882
 FE1882_MARKER: DV = VERTICAL CONTROL DISK
 FE1882_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1882_STAMPING: E 215 1976
 FE1882_MARK LOGO: NGS
 FE1882_MAGNETIC: I = MARKER IS A STEEL ROD
 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 = MARCH 20, 2026 22:17:28 EDT
 EH0204 ***********************************************************************
 EH0204  DESIGNATION -  E 216
 EH0204  PID         -  EH0204
 EH0204  STATE/COUNTY-  AR/CRITTENDEN
 EH0204  COUNTRY     -  US
 EH0204  USGS QUAD   -  ROBINSONVILLE (2018)
 EH0204
 EH0204                         *CURRENT SURVEY CONTROL
 EH0204  ______________________________________________________________________
 EH0204* NAD 83(1986) POSITION- 34 52 28.     (N) 090 19 34.     (W)   SCALED
 EH0204* NAVD 88 ORTHO HEIGHT -    62.868 (meters)      206.26  (feet) ADJUSTED
 EH0204  ______________________________________________________________________
 EH0204  GEOID HEIGHT    -        -27.185 (meters)                     GEOID18
 EH0204  DYNAMIC HEIGHT  -         62.810 (meters)      206.07  (feet) COMP
 EH0204  MODELED GRAVITY -    979,704.9   (mgal)                       NAVD 88
 EH0204
 EH0204  VERT ORDER      -  FIRST     CLASS II
 EH0204
 EH0204.The horizontal coordinates were scaled from a map and have
 EH0204.an estimated accuracy of +/- 6 seconds.
 EH0204
 EH0204.The orthometric height was determined by differential leveling and
 EH0204.adjusted by the NATIONAL GEODETIC SURVEY
 EH0204.in June 1991.
 EH0204
 EH0204.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0204.GEOID18 height accuracy estimate available here.
 EH0204
 EH0204.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU443623(NAD 83)
 EH0204
 EH0204                          SUPERSEDED SURVEY CONTROL
 EH0204
 EH0204  NGVD 29 (11/26/84)   62.887  (m)          206.32   (f) ADJUSTED    1 2
 EH0204
 EH0204.Superseded values are not recommended for survey control.
 EH0204
 EH0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0204.See file dsdata.pdf to determine how the superseded data were derived.
 EH0204
 EH0204_MARKER: DV = VERTICAL CONTROL DISK
 EH0204_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH0204_STAMPING: E 216 1976
 EH0204_MARK LOGO: NGS
 EH0204_MAGNETIC: I = MARKER IS A STEEL ROD
 EH0204_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0204_ROD/PIPE-DEPTH: 13.4 meters
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1097 ***********************************************************************
 FF1097  DESIGNATION -  E 217
 FF1097  PID         -  FF1097
 FF1097  STATE/COUNTY-  AR/CRITTENDEN
 FF1097  COUNTRY     -  US
 FF1097  USGS QUAD   -  JERICHO (2017)
 FF1097
 FF1097                         *CURRENT SURVEY CONTROL
 FF1097  ______________________________________________________________________
 FF1097* NAD 83(1997) POSITION- 35 15 28.48003(N) 090 09 42.31022(W)   ADJUSTED
 FF1097* NAVD 88 ORTHO HEIGHT -    74.251 (meters)      243.61  (feet) ADJUSTED
 FF1097  ______________________________________________________________________
 FF1097  GEOID HEIGHT    -        -27.356 (meters)                     GEOID18
 FF1097  LAPLACE CORR    -          0.12  (seconds)                    DEFLEC18
 FF1097  DYNAMIC HEIGHT  -         74.184 (meters)      243.39  (feet) COMP
 FF1097  MODELED GRAVITY -    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 and
 FF1097.adjusted by the NATIONAL GEODETIC SURVEY
 FF1097.in June 1991.
 FF1097
 FF1097.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1097.GEOID18 height accuracy estimate available here.
 FF1097
 FF1097.Click photographs - Photos may exist for this station.
 FF1097
 FF1097.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999264  x   0.99995206  =   0.99994470
 FF1097!SPC TN       -   0.99999264  x   0.99999861  =   0.99999125
 FF1097!UTM  15      -   0.99999264  x   1.00042178  =   1.00041442
 FF1097
 FF1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV5821405338(NAD 83)
 FF1097
 FF1097                          SUPERSEDED SURVEY CONTROL
 FF1097
 FF1097  NAD 83(1995)-  35 15 28.48028(N)    090 09 42.31016(W) AD(       ) 2
 FF1097  NAD 83(1993)-  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              74.23   (m)          243.5    (f) LEVELING    3  
 FF1097  NGVD 29 (11/26/84)   74.235  (m)          243.55   (f) ADJUSTED    1 1
 FF1097
 FF1097.Superseded values are not recommended for survey control.
 FF1097
 FF1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1097.See file dsdata.pdf to determine how the superseded data were derived.
 FF1097
 FF1097_MARKER: DV = VERTICAL CONTROL DISK
 FF1097_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FF1097+WITH SETTING: INTO GROUND
 FF1097_STAMPING: E 217 1976
 FF1097_MARK LOGO: NGS
 FF1097_PROJECTION: FLUSH
 FF1097_MAGNETIC: I = MARKER IS A STEEL ROD
 FF1097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1097_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1097+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2007
 FF1097
 FF1097  HISTORY     - Date     Condition        Report By
 FF1097  HISTORY     - 1976     MONUMENTED       NGS
 FF1097  HISTORY     - 1979     GOOD             NGS
 FF1097  HISTORY     - 20000901 GOOD             USACE
 FF1097  HISTORY     - 20070921 GOOD             USACE
 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 ARMY CORPS OF ENGINEERS 2000 (JMH)
 FF1097'RECOVERED IN GOOD CONDITION.
 FF1097
 FF1097                          STATION RECOVERY (2007)
 FF1097
 FF1097'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2007 (JMH)
 FF1097'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1023 ***********************************************************************
 FF1023  HT_MOD      -  This is a Height Modernization Survey Station.
 FF1023  DESIGNATION -  E 218
 FF1023  PID         -  FF1023
 FF1023  STATE/COUNTY-  AR/CRITTENDEN
 FF1023  COUNTRY     -  US
 FF1023  USGS QUAD   -  EDMONDSON (2017)
 FF1023
 FF1023                         *CURRENT SURVEY CONTROL
 FF1023  ______________________________________________________________________
 FF1023* NAD 83(2011) POSITION- 35 03 42.54228(N) 090 17 35.37842(W)   ADJUSTED
 FF1023* NAD 83(2011) ELLIP HT-    44.332 (meters)        (06/27/12)   ADJUSTED
 FF1023* NAD 83(2011) EPOCH   -  2010.00
 FF1023* NAVD 88 ORTHO HEIGHT -    71.53  (meters)      234.7   (feet) GPS OBS
 FF1023  ______________________________________________________________________
 FF1023  NAVD 88 orthometric height was determined with geoid model    GEOID03
 FF1023  GEOID HEIGHT    -        -27.152 (meters)                     GEOID03
 FF1023  GEOID HEIGHT    -        -27.208 (meters)                     GEOID18
 FF1023  NAD 83(2011) X  -    -26,742.028 (meters)                     COMP
 FF1023  NAD 83(2011) Y  - -5,226,458.049 (meters)                     COMP
 FF1023  NAD 83(2011) Z  -  3,643,508.065 (meters)                     COMP
 FF1023  LAPLACE CORR    -         -1.18  (seconds)                    DEFLEC18
 FF1023
 FF1023  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FF1023  Standards:
 FF1023         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FF1023            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FF1023  -------------------------------------------------------------------
 FF1023  NETWORK    0.58   0.92           0.25   0.22   0.47      0.06039741
 FF1023  -------------------------------------------------------------------
 FF1023  Click here for local accuracies and other accuracy information.
 FF1023
 FF1023.The horizontal coordinates were established by GPS observations
 FF1023.and adjusted by the National Geodetic Survey in June 2012.
 FF1023
 FF1023.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FF1023.been affixed to the stable North American tectonic plate. See 
 FF1023.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FF1023
 FF1023.The horizontal coordinates are valid at the epoch date displayed above
 FF1023.which is a decimal equivalence of Year/Month/Day.
 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.
 FF1023
 FF1023.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1023.GEOID18 height accuracy estimate available here.
 FF1023
 FF1023.Click photographs - Photos may exist for this station.
 FF1023
 FF1023.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF1023
 FF1023.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1023
 FF1023.The ellipsoidal height was determined by GPS observations
 FF1023.and is referenced to NAD 83.
 FF1023
 FF1023. The following values were computed from the NAD 83(2011) position.
 FF1023
 FF1023;                    North         East     Units Scale Factor Converg.
 FF1023;SPC AR N     -    82,168.784   555,685.622   MT  0.99997723   +0 59 35.5
 FF1023;SPC AR N     -   269,582.09  1,823,111.91   sFT  0.99997723   +0 59 35.5
 FF1023;UTM  15      - 3,883,249.538   746,849.137   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU4684983249(NAD 83)
 FF1023
 FF1023|---------------------------------------------------------------------|
 FF1023| PID    Reference Object                     Distance      Geod. Az  |
 FF1023|                                                           dddmmss.s |
 FF1023| DE9697 SP 17                               340.002 METERS 09036     |
 FF1023|---------------------------------------------------------------------|
 FF1023
 FF1023                          SUPERSEDED SURVEY CONTROL
 FF1023
 FF1023  NAD 83(2007)-  35 03 42.54231(N)    090 17 35.37946(W) AD(2002.00) 0
 FF1023  ELLIP H (02/10/07)   44.353  (m)                       GP(2002.00)    
 FF1023  NAD 83(1997)-  35 03 42.54219(N)    090 17 35.37918(W) AD(       ) 1
 FF1023  ELLIP H (01/24/03)   44.343  (m)                       GP(       ) 2 2
 FF1023  NAVD 88 (01/25/03)   71.51   (m)  UNKNOWN  model used  GPS OBS        
 FF1023  NAVD 88 (01/24/03)   71.52   (m)  GEOID99  model used  GPS OBS        
 FF1023  NAVD 88 (06/15/91)   71.546  (m)          234.73   (f) ADJUSTED    1 2
 FF1023  NGVD 29 (11/26/84)   71.544  (m)          234.72   (f) ADJUSTED    1 2
 FF1023
 FF1023.Superseded values are not recommended for survey control.
 FF1023
 FF1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1023.See file dsdata.pdf to determine how the superseded data were derived.
 FF1023
 FF1023_MARKER: DV = VERTICAL CONTROL DISK
 FF1023_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FF1023+WITH SETTING: INTO GROUND
 FF1023_STAMPING: E 218 1976
 FF1023_MARK LOGO: NGS
 FF1023_PROJECTION: RECESSED 10 CENTIMETERS
 FF1023_MAGNETIC: I = MARKER IS A STEEL ROD
 FF1023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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             USACE
 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 ARMY CORPS OF 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 OF EAST MEMPHIS.  OWNERSHIP--LOWER ST. FRANCIS RIVER
 FF1023'LEVEE.
 FF1023'
 FF1023'TO REACH THE STATION FROM THE INTERSECTION OF HWY 147 AND HWY 131
 FF1023'(ABOUT 1 MILE NORTHEAST OF EDMONDSON) PROCEED SOUTH ON HWY 147 FOR 3.4
 FF1023'MILES TO INTERSECTION WITH LEVEE ROAD AT A 90 DEGREE CURVE IN HWY 147
 FF1023'TO THE RIGHT.  PROCEED SOUTH ALONG LEVEE ROAD FOR 0.6 MILES TO A
 FF1023'GRAVEL ROAD LEADING OVER A LEVEE ON THE RIGHT, TURN RIGHT AND PROCEED
 FF1023'TO TOP OF LEVEE TO 2 GATES, TURN RIGHT (WEST)  GO 0.19 MILES AND
 FF1023'STATION IS ON THE 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 BELOW THE LEVEE, 1 FOOT NORTH OF A CARSONITE
 FF1023'FIBER WITNESS POST.  17 FEET NORTH OF CENTERLINE OF LEVEE, STATION IS
 FF1023'SET IN A PVC PIPE RECESSED 4 INCHES BELOW TOP OF PIPE AND STAMPED E
 FF1023'218 1976.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH0209 ***********************************************************************
 EH0209  DESIGNATION -  E 219
 EH0209  PID         -  EH0209
 EH0209  STATE/COUNTY-  AR/CRITTENDEN
 EH0209  COUNTRY     -  US
 EH0209  USGS QUAD   -  ROBINSONVILLE (2018)
 EH0209
 EH0209                         *CURRENT SURVEY CONTROL
 EH0209  ______________________________________________________________________
 EH0209* NAD 83(1986) POSITION- 34 52 13.     (N) 090 20 29.     (W)   SCALED
 EH0209* NAVD 88 ORTHO HEIGHT -    64.480 (meters)      211.55  (feet) ADJUSTED
 EH0209  ______________________________________________________________________
 EH0209  GEOID HEIGHT    -        -27.167 (meters)                     GEOID18
 EH0209  DYNAMIC HEIGHT  -         64.420 (meters)      211.35  (feet) COMP
 EH0209  MODELED GRAVITY -    979,705.5   (mgal)                       NAVD 88
 EH0209
 EH0209  VERT ORDER      -  FIRST     CLASS II
 EH0209
 EH0209.The horizontal coordinates were scaled from a map and have
 EH0209.an estimated accuracy of +/- 6 seconds.
 EH0209
 EH0209.The orthometric height was determined by differential leveling and
 EH0209.adjusted by the NATIONAL GEODETIC SURVEY
 EH0209.in June 1991.
 EH0209
 EH0209.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0209.GEOID18 height accuracy estimate available here.
 EH0209
 EH0209.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU430618(NAD 83)
 EH0209
 EH0209                          SUPERSEDED SURVEY CONTROL
 EH0209
 EH0209  NGVD 29 (11/26/84)   64.500  (m)          211.61   (f) ADJUSTED    1 2
 EH0209
 EH0209.Superseded values are not recommended for survey control.
 EH0209
 EH0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0209.See file dsdata.pdf to determine how the superseded data were derived.
 EH0209
 EH0209_MARKER: DV = VERTICAL CONTROL DISK
 EH0209_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH0209_STAMPING: E 219 1976
 EH0209_MARK LOGO: NGS
 EH0209_MAGNETIC: I = MARKER IS A STEEL ROD
 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_ROD/PIPE-DEPTH: 8.8 meters
 EH0209
 EH0209  HISTORY     - Date     Condition        Report By
 EH0209  HISTORY     - 1976     MONUMENTED       NGS
 EH0209  HISTORY     - 1976     GOOD             NGS
 EH0209  HISTORY     - 20001010 GOOD             USACE
 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 ARMY CORPS OF 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 = MARCH 20, 2026 22:17:28 EDT
 EK0135 ***********************************************************************
 EK0135  DESIGNATION -  E 22
 EK0135  PID         -  EK0135
 EK0135  STATE/COUNTY-  AR/SEVIER
 EK0135  COUNTRY     -  US
 EK0135  USGS QUAD   -  DE QUEEN (2017)
 EK0135
 EK0135                         *CURRENT SURVEY CONTROL
 EK0135  ______________________________________________________________________
 EK0135* NAD 83(1986) POSITION- 34 01 55.     (N) 094 20 18.     (W)   SCALED
 EK0135* NAVD 88 ORTHO HEIGHT -   113.230 (meters)      371.49  (feet) ADJUSTED
 EK0135  ______________________________________________________________________
 EK0135  GEOID HEIGHT    -        -27.849 (meters)                     GEOID18
 EK0135  DYNAMIC HEIGHT  -        113.114 (meters)      371.11  (feet) COMP
 EK0135  MODELED GRAVITY -    979,611.8   (mgal)                       NAVD 88
 EK0135
 EK0135  VERT ORDER      -  FIRST     CLASS II
 EK0135
 EK0135.The horizontal coordinates were scaled from a map and have
 EK0135.an estimated accuracy of +/- 6 seconds.
 EK0135
 EK0135.The orthometric height was determined by differential leveling and
 EK0135.adjusted by the NATIONAL GEODETIC SURVEY
 EK0135.in June 1991.
 EK0135
 EK0135.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0135.GEOID18 height accuracy estimate available here.
 EK0135
 EK0135.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT764665(NAD 83)
 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
 EK0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0135.See file dsdata.pdf to determine how the superseded data were derived.
 EK0135
 EK0135_MARKER: DB = BENCH MARK DISK
 EK0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0135_STAMPING: 371.407 E 22 1932
 EK0135_MARK LOGO: CGS
 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             CGS
 EK0135  HISTORY     - 1985     MARK NOT FOUND   NGS
 EK0135
 EK0135                          STATION DESCRIPTION
 EK0135
 EK0135'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EH0704 ***********************************************************************
 EH0704  DESIGNATION -  E 220
 EH0704  PID         -  EH0704
 EH0704  STATE/COUNTY-  AR/PHILLIPS
 EH0704  COUNTRY     -  US
 EH0704  USGS QUAD   -  MOON LAKE (2018)
 EH0704
 EH0704                         *CURRENT SURVEY CONTROL
 EH0704  ______________________________________________________________________
 EH0704* NAD 83(1986) POSITION- 34 26 38.     (N) 090 36 07.     (W)   SCALED
 EH0704* NAVD 88 ORTHO HEIGHT -    62.416 (meters)      204.78  (feet) ADJUSTED
 EH0704  ______________________________________________________________________
 EH0704  GEOID HEIGHT    -        -26.965 (meters)                     GEOID18
 EH0704  DYNAMIC HEIGHT  -         62.356 (meters)      204.58  (feet) COMP
 EH0704  MODELED GRAVITY -    979,662.4   (mgal)                       NAVD 88
 EH0704
 EH0704  VERT ORDER      -  FIRST     CLASS II
 EH0704
 EH0704.The horizontal coordinates were scaled from a map and have
 EH0704.an estimated accuracy of +/- 6 seconds.
 EH0704
 EH0704.The orthometric height was determined by differential leveling and
 EH0704.adjusted by the NATIONAL GEODETIC SURVEY
 EH0704.in June 1991.
 EH0704
 EH0704.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0704.GEOID18 height accuracy estimate available here.
 EH0704
 EH0704.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU203139(NAD 83)
 EH0704
 EH0704                          SUPERSEDED SURVEY CONTROL
 EH0704
 EH0704  NGVD 29 (11/26/84)   62.451  (m)          204.89   (f) ADJUSTED    1 2
 EH0704
 EH0704.Superseded values are not recommended for survey control.
 EH0704
 EH0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0704.See file dsdata.pdf to determine how the superseded data were derived.
 EH0704
 EH0704_MARKER: DV = VERTICAL CONTROL 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_MAGNETIC: I = MARKER IS A STEEL ROD
 EH0704_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH0736 ***********************************************************************
 EH0736  DESIGNATION -  E 221
 EH0736  PID         -  EH0736
 EH0736  STATE/COUNTY-  AR/PHILLIPS
 EH0736  COUNTRY     -  US
 EH0736  USGS QUAD   -  LAMBROOK (2017)
 EH0736
 EH0736                         *CURRENT SURVEY CONTROL
 EH0736  ______________________________________________________________________
 EH0736* NAD 83(1986) POSITION- 34 15 10.     (N) 090 53 36.     (W)   SCALED
 EH0736* NAVD 88 ORTHO HEIGHT -    57.341 (meters)      188.13  (feet) ADJUSTED
 EH0736  ______________________________________________________________________
 EH0736  GEOID HEIGHT    -        -26.767 (meters)                     GEOID18
 EH0736  DYNAMIC HEIGHT  -         57.285 (meters)      187.94  (feet) COMP
 EH0736  MODELED GRAVITY -    979,649.4   (mgal)                       NAVD 88
 EH0736
 EH0736  VERT ORDER      -  FIRST     CLASS II
 EH0736
 EH0736.The horizontal coordinates were scaled from a map and have
 EH0736.an estimated accuracy of +/- 6 seconds.
 EH0736
 EH0736.The orthometric height was determined by differential leveling and
 EH0736.adjusted by the NATIONAL GEODETIC SURVEY
 EH0736.in June 1991.
 EH0736
 EH0736.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0736.GEOID18 height accuracy estimate available here.
 EH0736
 EH0736.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT939921(NAD 83)
 EH0736
 EH0736                          SUPERSEDED SURVEY CONTROL
 EH0736
 EH0736  NGVD 29 (11/26/84)   57.402  (m)          188.33   (f) ADJUSTED    1 2
 EH0736
 EH0736.Superseded values are not recommended for survey control.
 EH0736
 EH0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0736.See file dsdata.pdf to determine how the superseded data were derived.
 EH0736
 EH0736_MARKER: DV = VERTICAL CONTROL 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_MAGNETIC: I = MARKER IS A STEEL ROD
 EH0736_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH0979 ***********************************************************************
 EH0979  DESIGNATION -  E 222
 EH0979  PID         -  EH0979
 EH0979  STATE/COUNTY-  AR/LEE
 EH0979  COUNTRY     -  US
 EH0979  USGS QUAD   -  STUBBS ISLAND (2018)
 EH0979
 EH0979                         *CURRENT SURVEY CONTROL
 EH0979  ______________________________________________________________________
 EH0979* NAD 83(1986) POSITION- 34 43 25.     (N) 090 34 30.     (W)   SCALED
 EH0979* NAVD 88 ORTHO HEIGHT -    64.572 (meters)      211.85  (feet) ADJUSTED
 EH0979  ______________________________________________________________________
 EH0979  GEOID HEIGHT    -        -26.959 (meters)                     GEOID18
 EH0979  DYNAMIC HEIGHT  -         64.511 (meters)      211.65  (feet) COMP
 EH0979  MODELED GRAVITY -    979,694.3   (mgal)                       NAVD 88
 EH0979
 EH0979  VERT ORDER      -  FIRST     CLASS II
 EH0979
 EH0979.The horizontal coordinates were scaled from a map and have
 EH0979.an estimated accuracy of +/- 6 seconds.
 EH0979
 EH0979.The orthometric height was determined by differential leveling and
 EH0979.adjusted by the NATIONAL GEODETIC SURVEY
 EH0979.in June 1991.
 EH0979
 EH0979.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0979.GEOID18 height accuracy estimate available here.
 EH0979
 EH0979.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU220450(NAD 83)
 EH0979
 EH0979                          SUPERSEDED SURVEY CONTROL
 EH0979
 EH0979  NGVD 29 (11/26/84)   64.599  (m)          211.94   (f) ADJUSTED    1 2
 EH0979
 EH0979.Superseded values are not recommended for survey control.
 EH0979
 EH0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0979.See file dsdata.pdf to determine how the superseded data were derived.
 EH0979
 EH0979_MARKER: DV = VERTICAL CONTROL 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_MARK LOGO: NGS
 EH0979_MAGNETIC: I = MARKER IS A STEEL ROD
 EH0979_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH0770 ***********************************************************************
 EH0770  DESIGNATION -  E 223
 EH0770  PID         -  EH0770
 EH0770  STATE/COUNTY-  AR/DESHA
 EH0770  COUNTRY     -  US
 EH0770  USGS QUAD   -  LACONIA (2017)
 EH0770
 EH0770                         *CURRENT SURVEY CONTROL
 EH0770  ______________________________________________________________________
 EH0770* NAD 83(1997) POSITION- 34 04 21.51837(N) 090 55 41.24186(W)   ADJUSTED
 EH0770* NAD 83(1997) ELLIP HT-    30.113 (meters)        (09/14/99)   ADJUSTED
 EH0770* NAVD 88 ORTHO HEIGHT -    56.455 (meters)      185.22  (feet) ADJUSTED
 EH0770  ______________________________________________________________________
 EH0770  GEOID HEIGHT    -        -26.582 (meters)                     GEOID18
 EH0770  NAD 83(1997) X  -    -85,668.019 (meters)                     COMP
 EH0770  NAD 83(1997) Y  - -5,288,079.254 (meters)                     COMP
 EH0770  NAD 83(1997) Z  -  3,553,140.872 (meters)                     COMP
 EH0770  LAPLACE CORR    -         -0.38  (seconds)                    DEFLEC18
 EH0770  DYNAMIC HEIGHT  -         56.399 (meters)      185.04  (feet) COMP
 EH0770  MODELED GRAVITY -    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 and
 EH0770.adjusted by the NATIONAL GEODETIC SURVEY
 EH0770.in September 2022.
 EH0770
 EH0770.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0770.GEOID18 height accuracy estimate available here.
 EH0770
 EH0770.Click photographs - Photos may exist for this station.
 EH0770
 EH0770.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH0770
 EH0770.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH0770
 EH0770.The ellipsoidal height was determined by GPS observations
 EH0770.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT9118572147(NAD 83)
 EH0770
 EH0770                          SUPERSEDED SURVEY CONTROL
 EH0770
 EH0770  NAD 83(1993)-  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  NAVD 88 (06/15/91)   56.448  (m)          185.20   (f) SUPERSEDED  1 2
 EH0770  NGVD 29              56.50   (m)          185.4    (f) LEVELING    3  
 EH0770  NGVD 29 (11/26/84)   56.496  (m)          185.35   (f) ADJUSTED    1 2
 EH0770
 EH0770.Superseded values are not recommended for survey control.
 EH0770
 EH0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0770.See file dsdata.pdf to determine how the superseded data were derived.
 EH0770
 EH0770_MARKER: DV = VERTICAL CONTROL 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_MAGNETIC: I = MARKER IS A STEEL ROD
 EH0770_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH0778 ***********************************************************************
 EH0778  DESIGNATION -  E 224
 EH0778  PID         -  EH0778
 EH0778  STATE/COUNTY-  AR/PHILLIPS
 EH0778  COUNTRY     -  US
 EH0778  USGS QUAD   -  WATKINS CORNER (2017)
 EH0778
 EH0778                         *CURRENT SURVEY CONTROL
 EH0778  ______________________________________________________________________
 EH0778* NAD 83(1986) POSITION- 34 28 06.     (N) 090 58 23.     (W)   SCALED
 EH0778* NAVD 88 ORTHO HEIGHT -    53.595 (meters)      175.84  (feet) ADJUSTED
 EH0778  ______________________________________________________________________
 EH0778  GEOID HEIGHT    -        -26.906 (meters)                     GEOID18
 EH0778  DYNAMIC HEIGHT  -         53.543 (meters)      175.67  (feet) COMP
 EH0778  MODELED GRAVITY -    979,667.8   (mgal)                       NAVD 88
 EH0778
 EH0778  VERT ORDER      -  FIRST     CLASS II
 EH0778
 EH0778.The horizontal coordinates were scaled from a map and have
 EH0778.an estimated accuracy of +/- 6 seconds.
 EH0778
 EH0778.The orthometric height was determined by differential leveling and
 EH0778.adjusted by the NATIONAL GEODETIC SURVEY
 EH0778.in August 1993.
 EH0778
 EH0778.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0778.GEOID18 height accuracy estimate available here.
 EH0778
 EH0778.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU861159(NAD 83)
 EH0778
 EH0778                          SUPERSEDED SURVEY CONTROL
 EH0778
 EH0778  NAVD 88 (06/15/91)   53.585  (m)          175.80   (f) SUPERSEDED  1 2
 EH0778  NGVD 29 (11/26/84)   53.626  (m)          175.94   (f) ADJUSTED    1 2
 EH0778
 EH0778.Superseded values are not recommended for survey control.
 EH0778
 EH0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0778.See file dsdata.pdf to determine how the superseded data were derived.
 EH0778
 EH0778_MARKER: DV = VERTICAL CONTROL 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_MARK LOGO: NGS
 EH0778_MAGNETIC: I = MARKER IS A STEEL ROD
 EH0778_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1451 ***********************************************************************
 EH1451  DESIGNATION -  E 225
 EH1451  PID         -  EH1451
 EH1451  STATE/COUNTY-  AR/DESHA
 EH1451  COUNTRY     -  US
 EH1451  USGS QUAD   -  SNOW LAKE (2017)
 EH1451
 EH1451                         *CURRENT SURVEY CONTROL
 EH1451  ______________________________________________________________________
 EH1451* NAD 83(1986) POSITION- 34 00 40.     (N) 091 07 15.     (W)   SCALED
 EH1451* NAVD 88 ORTHO HEIGHT -    50.959 (meters)      167.19  (feet) ADJUSTED
 EH1451  ______________________________________________________________________
 EH1451  GEOID HEIGHT    -        -26.438 (meters)                     GEOID18
 EH1451  DYNAMIC HEIGHT  -         50.909 (meters)      167.02  (feet) COMP
 EH1451  MODELED GRAVITY -    979,640.7   (mgal)                       NAVD 88
 EH1451
 EH1451  VERT ORDER      -  FIRST     CLASS II
 EH1451
 EH1451.The horizontal coordinates were scaled from a map and have
 EH1451.an estimated accuracy of +/- 6 seconds.
 EH1451
 EH1451.The orthometric height was determined by differential leveling and
 EH1451.adjusted by the NATIONAL GEODETIC SURVEY
 EH1451.in September 2022.
 EH1451
 EH1451.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1451.GEOID18 height accuracy estimate available here.
 EH1451
 EH1451.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT735649(NAD 83)
 EH1451
 EH1451                          SUPERSEDED SURVEY CONTROL
 EH1451
 EH1451  NAVD 88 (06/15/91)   50.938  (m)          167.12   (f) SUPERSEDED  1 2
 EH1451  NGVD 29 (11/26/84)   50.992  (m)          167.30   (f) ADJUSTED    1 2
 EH1451
 EH1451.Superseded values are not recommended for survey control.
 EH1451
 EH1451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1451.See file dsdata.pdf to determine how the superseded data were derived.
 EH1451
 EH1451_MARKER: DV = VERTICAL CONTROL 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_MAGNETIC: I = MARKER IS A STEEL ROD
 EH1451_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1312 ***********************************************************************
 EH1312  DESIGNATION -  E 226
 EH1312  PID         -  EH1312
 EH1312  STATE/COUNTY-  AR/ARKANSAS
 EH1312  COUNTRY     -  US
 EH1312  USGS QUAD   -  ARKANSAS POST (2017)
 EH1312
 EH1312                         *CURRENT SURVEY CONTROL
 EH1312  ______________________________________________________________________
 EH1312* NAD 83(1986) POSITION- 34 06 19.33   (N) 091 22 21.20   (W)   HD_HELD1
 EH1312* NAVD 88 ORTHO HEIGHT -    55.047 (meters)      180.60  (feet) ADJUSTED
 EH1312  ______________________________________________________________________
 EH1312  GEOID HEIGHT    -        -26.204 (meters)                     GEOID18
 EH1312  DYNAMIC HEIGHT  -         54.993 (meters)      180.42  (feet) COMP
 EH1312  MODELED GRAVITY -    979,655.6   (mgal)                       NAVD 88
 EH1312
 EH1312  VERT ORDER      -  FIRST     CLASS II
 EH1312
 EH1312.The horizontal coordinates were determined by differentially corrected
 EH1312.hand held GPS observations or other comparable positioning techniques
 EH1312.and have an estimated accuracy of +/- 3 meters.
 EH1312
 EH1312.The orthometric height was determined by differential leveling and
 EH1312.adjusted by the NATIONAL GEODETIC SURVEY
 EH1312.in August 1993.
 EH1312
 EH1312.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1312.GEOID18 height accuracy estimate available here.
 EH1312
 EH1312.Click photographs - Photos may exist for this station.
 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     -   559,747.2     457,889.6     MT  (+/- 3 meters HH1 GPS) 
 EH1312
 EH1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT5011275034(NAD 83)
 EH1312
 EH1312                          SUPERSEDED SURVEY CONTROL
 EH1312
 EH1312  NAVD 88 (06/15/91)   55.034  (m)          180.56   (f) SUPERSEDED  1 2
 EH1312  NGVD 29 (11/26/84)   55.096  (m)          180.76   (f) ADJUSTED    1 2
 EH1312
 EH1312.Superseded values are not recommended for survey control.
 EH1312
 EH1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1312.See file dsdata.pdf to determine how the superseded data were derived.
 EH1312
 EH1312_MARKER: DV = VERTICAL CONTROL 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_MARK LOGO: NGS
 EH1312_MAGNETIC: I = MARKER IS A STEEL ROD
 EH1312_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1312_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH1312+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2015
 EH1312
 EH1312  HISTORY     - Date     Condition        Report By
 EH1312  HISTORY     - 1976     MONUMENTED       NGS
 EH1312  HISTORY     - 20030417 GOOD             USACE
 EH1312  HISTORY     - 20150917 GOOD             BFENG
 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.
 EH1312
 EH1312                          STATION RECOVERY (2015)
 EH1312
 EH1312'RECOVERY NOTE BY B AND F ENGINEERING 2015 (SMS)
 EH1312'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1473 ***********************************************************************
 EJ1473  DESIGNATION -  E 24
 EJ1473  PID         -  EJ1473
 EJ1473  STATE/COUNTY-  AR/MONTGOMERY
 EJ1473  COUNTRY     -  US
 EJ1473  USGS QUAD   -  MOUNT IDA (2017)
 EJ1473
 EJ1473                         *CURRENT SURVEY CONTROL
 EJ1473  ______________________________________________________________________
 EJ1473* NAD 83(1986) POSITION- 34 33 27.2    (N) 093 37 56.3    (W)   HD_HELD2
 EJ1473* NAVD 88 ORTHO HEIGHT -   202.194 (meters)      663.36  (feet) ADJUSTED
 EJ1473  ______________________________________________________________________
 EJ1473  GEOID HEIGHT    -        -28.556 (meters)                     GEOID18
 EJ1473  DYNAMIC HEIGHT  -        201.990 (meters)      662.70  (feet) COMP
 EJ1473  MODELED GRAVITY -    979,622.5   (mgal)                       NAVD 88
 EJ1473
 EJ1473  VERT ORDER      -  SECOND    CLASS 0
 EJ1473
 EJ1473.The horizontal coordinates were established by autonomous hand held GPS
 EJ1473.observations and have an estimated accuracy of +/- 10 meters.
 EJ1473
 EJ1473.The orthometric height was determined by differential leveling and
 EJ1473.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1473.in June 1991.
 EJ1473
 EJ1473.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1473.GEOID18 height accuracy estimate available here.
 EJ1473
 EJ1473.Click photographs - Photos may exist for this station.
 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     -   610,921.      250,205.      MT  (+/- 10 meters HH2 GPS)
 EJ1473
 EJ1473_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU4199124161(NAD 83)
 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
 EJ1473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1473.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1473
 EJ1473_MARKER: DB = BENCH MARK DISK
 EJ1473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1473_STAMPING: 663.188 E 24 1932
 EJ1473_MARK LOGO: CGS
 EJ1473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1473+STABILITY: SURFACE MOTION
 EJ1473_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EJ1473+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2011
 EJ1473
 EJ1473  HISTORY     - Date     Condition        Report By
 EJ1473  HISTORY     - 1932     MONUMENTED       CGS
 EJ1473  HISTORY     - 1961     GOOD             CGS
 EJ1473  HISTORY     - 20020425 GOOD             ARHD
 EJ1473  HISTORY     - 20080530 GOOD             GEOCAC
 EJ1473  HISTORY     - 20080608 GOOD             GEOCAC
 EJ1473  HISTORY     - 20101107 GOOD             GEOCAC
 EJ1473  HISTORY     - 20110801 GOOD             GEOCAC
 EJ1473
 EJ1473                          STATION DESCRIPTION
 EJ1473
 EJ1473'DESCRIBED BY COAST AND 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 DEPARTMENT OF TRANSPORTATION 2002
 EJ1473'RECOVERED IN GOOD CONDITION.
 EJ1473
 EJ1473                          STATION RECOVERY (2008)
 EJ1473
 EJ1473'RECOVERY NOTE BY GEOCACHING 2008 (TFW)
 EJ1473'RECOVERED IN GOOD CONDITION.
 EJ1473
 EJ1473                          STATION RECOVERY (2008)
 EJ1473
 EJ1473'RECOVERY NOTE BY GEOCACHING 2008 (CA)
 EJ1473'RECOVERED IN GOOD CONDITION.
 EJ1473
 EJ1473                          STATION RECOVERY (2010)
 EJ1473
 EJ1473'RECOVERY NOTE BY GEOCACHING 2010 (LPC)
 EJ1473'RECOVERED IN GOOD CONDITION.
 EJ1473
 EJ1473                          STATION RECOVERY (2011)
 EJ1473
 EJ1473'RECOVERY NOTE BY GEOCACHING 2011 (JA)
 EJ1473'THE MAGNETIC STATION MARKED U.S.C. AND G.S. 1905 SIX FEET SOUTH IS
 EJ1473'STILL PRESENT.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK0923 ***********************************************************************
 DK0923  DESIGNATION -  E 240
 DK0923  PID         -  DK0923
 DK0923  STATE/COUNTY-  AR/DESHA
 DK0923  COUNTRY     -  US
 DK0923  USGS QUAD   -  MCGEHEE NORTH (2017)
 DK0923
 DK0923                         *CURRENT SURVEY CONTROL
 DK0923  ______________________________________________________________________
 DK0923* NAD 83(1986) POSITION- 33 41 13.     (N) 091 26 04.     (W)   SCALED
 DK0923* NAVD 88 ORTHO HEIGHT -    46.008 (meters)      150.94  (feet) ADJUSTED
 DK0923  ______________________________________________________________________
 DK0923  GEOID HEIGHT    -        -26.149 (meters)                     GEOID18
 DK0923  DYNAMIC HEIGHT  -         45.961 (meters)      150.79  (feet) COMP
 DK0923  MODELED GRAVITY -    979,614.2   (mgal)                       NAVD 88
 DK0923
 DK0923  VERT ORDER      -  FIRST     CLASS II
 DK0923
 DK0923.The horizontal coordinates were scaled from a map and have
 DK0923.an estimated accuracy of +/- 6 seconds.
 DK0923
 DK0923.The orthometric height was determined by differential leveling and
 DK0923.adjusted by the NATIONAL GEODETIC SURVEY
 DK0923.in June 1991.
 DK0923
 DK0923.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK0923.GEOID18 height accuracy estimate available here.
 DK0923
 DK0923.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT451285(NAD 83)
 DK0923
 DK0923                          SUPERSEDED SURVEY CONTROL
 DK0923
 DK0923  NGVD 29 (11/26/84)   46.133  (m)          151.35   (f) ADJUSTED    1 2
 DK0923
 DK0923.Superseded values are not recommended for survey control.
 DK0923
 DK0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0923.See file dsdata.pdf to determine how the superseded data were derived.
 DK0923
 DK0923_MARKER: DB = BENCH MARK DISK
 DK0923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0923_STAMPING: E 240 1938
 DK0923_MARK LOGO: CGS
 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 DEPARTMENT OF TRANSPORTATION 2003
 DK0923'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0879 ***********************************************************************
 EJ0879  DESIGNATION -  E 244
 EJ0879  PID         -  EJ0879
 EJ0879  STATE/COUNTY-  AR/SALINE
 EJ0879  COUNTRY     -  US
 EJ0879  USGS QUAD   -  LAKE NORRELL (2017)
 EJ0879
 EJ0879                         *CURRENT SURVEY CONTROL
 EJ0879  ______________________________________________________________________
 EJ0879* NAD 83(1986) POSITION- 34 41 48.     (N) 092 41 53.     (W)   SCALED
 EJ0879* NAVD 88 ORTHO HEIGHT -   160.689 (meters)      527.19  (feet) ADJUSTED
 EJ0879  ______________________________________________________________________
 EJ0879  GEOID HEIGHT    -        -27.024 (meters)                     GEOID18
 EJ0879  DYNAMIC HEIGHT  -        160.534 (meters)      526.69  (feet) COMP
 EJ0879  MODELED GRAVITY -    979,671.5   (mgal)                       NAVD 88
 EJ0879
 EJ0879  VERT ORDER      -  SECOND    CLASS 0
 EJ0879
 EJ0879.The horizontal coordinates were scaled from a map and have
 EJ0879.an estimated accuracy of +/- 6 seconds.
 EJ0879
 EJ0879.The orthometric height was determined by differential leveling and
 EJ0879.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0879.in June 1991.
 EJ0879
 EJ0879.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0879.GEOID18 height accuracy estimate available here.
 EJ0879
 EJ0879.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU276394(NAD 83)
 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
 EJ0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0879.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0879
 EJ0879_MARKER: DB = BENCH MARK DISK
 EJ0879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0879_STAMPING: E 244 1939
 EJ0879_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1147 ***********************************************************************
 FF1147  DESIGNATION -  E 246
 FF1147  PID         -  FF1147
 FF1147  STATE/COUNTY-  AR/JACKSON
 FF1147  COUNTRY     -  US
 FF1147  USGS QUAD   -  AMAGON (2017)
 FF1147
 FF1147                         *CURRENT SURVEY CONTROL
 FF1147  ______________________________________________________________________
 FF1147* NAD 83(1986) POSITION- 35 33 39.     (N) 091 05 31.     (W)   SCALED
 FF1147* NAVD 88 ORTHO HEIGHT -    68.951 (meters)      226.22  (feet) ADJUSTED
 FF1147  ______________________________________________________________________
 FF1147  GEOID HEIGHT    -        -27.523 (meters)                     GEOID18
 FF1147  DYNAMIC HEIGHT  -         68.891 (meters)      226.02  (feet) COMP
 FF1147  MODELED GRAVITY -    979,764.3   (mgal)                       NAVD 88
 FF1147
 FF1147  VERT ORDER      -  SECOND    CLASS 0
 FF1147
 FF1147.The horizontal coordinates were scaled from a map and have
 FF1147.an estimated accuracy of +/- 6 seconds.
 FF1147
 FF1147.The orthometric height was determined by differential leveling and
 FF1147.adjusted by the NATIONAL GEODETIC SURVEY
 FF1147.in June 1991.
 FF1147
 FF1147.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1147.GEOID18 height accuracy estimate available here.
 FF1147
 FF1147.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV729369(NAD 83)
 FF1147
 FF1147                          SUPERSEDED SURVEY CONTROL
 FF1147
 FF1147  NGVD 29 (11/26/84)   68.884  (m)          226.00   (f) ADJUSTED    2 0
 FF1147
 FF1147.Superseded values are not recommended for survey control.
 FF1147
 FF1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1147.See file dsdata.pdf to determine how the superseded data were derived.
 FF1147
 FF1147_MARKER: DB = BENCH MARK DISK
 FF1147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1147_STAMPING: E 246 1938
 FF1147_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 DL0037 ***********************************************************************
 DL0037  DESIGNATION -  E 247
 DL0037  PID         -  DL0037
 DL0037  STATE/COUNTY-  AR/CALHOUN
 DL0037  COUNTRY     -  US
 DL0037  USGS QUAD   -  BANKS (2017)
 DL0037
 DL0037                         *CURRENT SURVEY CONTROL
 DL0037  ______________________________________________________________________
 DL0037* NAD 83(1986) POSITION- 33 34 21.     (N) 092 21 10.     (W)   SCALED
 DL0037* NAVD 88 ORTHO HEIGHT -    55.455 (meters)      181.94  (feet) ADJUSTED
 DL0037  ______________________________________________________________________
 DL0037  GEOID HEIGHT    -        -26.052 (meters)                     GEOID18
 DL0037  DYNAMIC HEIGHT  -         55.397 (meters)      181.75  (feet) COMP
 DL0037  MODELED GRAVITY -    979,602.0   (mgal)                       NAVD 88
 DL0037
 DL0037  VERT ORDER      -  SECOND    CLASS 0
 DL0037
 DL0037.The horizontal coordinates were scaled from a map and have
 DL0037.an estimated accuracy of +/- 6 seconds.
 DL0037
 DL0037.The orthometric height was determined by differential leveling and
 DL0037.adjusted by the NATIONAL GEODETIC SURVEY
 DL0037.in June 1991.
 DL0037
 DL0037.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0037.GEOID18 height accuracy estimate available here.
 DL0037
 DL0037.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT600149(NAD 83)
 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
 DL0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0037.See file dsdata.pdf to determine how the superseded data were derived.
 DL0037
 DL0037_MARKER: DB = BENCH MARK DISK
 DL0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0037_STAMPING: E 247 1938
 DL0037_MARK LOGO: CGS
 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             CGS
 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 COAST AND GEODETIC SURVEY 1964
 DL0037'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0691 ***********************************************************************
 FG0691  DESIGNATION -  E 248
 FG0691  PID         -  FG0691
 FG0691  STATE/COUNTY-  AR/VAN BUREN
 FG0691  COUNTRY     -  US
 FG0691  USGS QUAD   -  ALREAD (2017)
 FG0691
 FG0691                         *CURRENT SURVEY CONTROL
 FG0691  ______________________________________________________________________
 FG0691* NAD 83(1986) POSITION- 35 37 57.5    (N) 092 40 08.2    (W)   HD_HELD2
 FG0691* NAVD 88 ORTHO HEIGHT -   455.132 (meters)     1493.21  (feet) ADJUSTED
 FG0691  ______________________________________________________________________
 FG0691  GEOID HEIGHT    -        -28.001 (meters)                     GEOID18
 FG0691  DYNAMIC HEIGHT  -        454.693 (meters)     1491.77  (feet) COMP
 FG0691  MODELED GRAVITY -    979,655.6   (mgal)                       NAVD 88
 FG0691
 FG0691  VERT ORDER      -  SECOND    CLASS I
 FG0691
 FG0691.The horizontal coordinates were established by autonomous hand held GPS
 FG0691.observations and have an estimated accuracy of +/- 10 meters.
 FG0691
 FG0691.The orthometric height was determined by differential leveling and
 FG0691.adjusted by the NATIONAL GEODETIC SURVEY
 FG0691.in June 1991.
 FG0691
 FG0691.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0691.GEOID18 height accuracy estimate available here.
 FG0691
 FG0691.Click photographs - Photos may exist for this station.
 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     -   144,353.      339,411.      MT  (+/- 10 meters HH2 GPS)
 FG0691
 FG0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV2997543254(NAD 83)
 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
 FG0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0691.See file dsdata.pdf to determine how the superseded data were derived.
 FG0691
 FG0691_MARKER: DB = BENCH MARK DISK
 FG0691_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0691_STAMPING: E 248 1939
 FG0691_MARK LOGO: CGS
 FG0691_PROJECTION: PROJECTING 8 CENTIMETERS
 FG0691_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0691
 FG0691  HISTORY     - Date     Condition        Report By
 FG0691  HISTORY     - 1939     MONUMENTED       CGS
 FG0691  HISTORY     - 20151221 GOOD             ARHD
 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.
 FG0691
 FG0691                          STATION RECOVERY (2015)
 FG0691
 FG0691'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 FG0691'RECOVERED IN GOOD CONDITION.
 FG0691'
 FG0691'NOTE-ADD-1 FT SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1167 ***********************************************************************
 FG1167  DESIGNATION -  E 25
 FG1167  PID         -  FG1167
 FG1167  STATE/COUNTY-  AR/YELL
 FG1167  COUNTRY     -  US
 FG1167  USGS QUAD   -  OLA (2017)
 FG1167
 FG1167                         *CURRENT SURVEY CONTROL
 FG1167  ______________________________________________________________________
 FG1167* NAD 83(1986) POSITION- 35 04 44.     (N) 093 11 40.     (W)   SCALED
 FG1167* NAVD 88 ORTHO HEIGHT -    95.743 (meters)      314.12  (feet) ADJUSTED
 FG1167  ______________________________________________________________________
 FG1167  GEOID HEIGHT    -        -29.292 (meters)                     GEOID18
 FG1167  DYNAMIC HEIGHT  -         95.651 (meters)      313.82  (feet) COMP
 FG1167  MODELED GRAVITY -    979,669.0   (mgal)                       NAVD 88
 FG1167
 FG1167  VERT ORDER      -  SECOND    CLASS 0
 FG1167
 FG1167.The horizontal coordinates were scaled from a map and have
 FG1167.an estimated accuracy of +/- 6 seconds.
 FG1167
 FG1167.The orthometric height was determined by differential leveling and
 FG1167.adjusted by the NATIONAL GEODETIC SURVEY
 FG1167.in June 1991.
 FG1167
 FG1167.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1167.GEOID18 height accuracy estimate available here.
 FG1167
 FG1167.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU822818(NAD 83)
 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
 FG1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1167.See file dsdata.pdf to determine how the superseded data were derived.
 FG1167
 FG1167_MARKER: DB = BENCH MARK DISK
 FG1167_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FG1167_SP_SET: BOX CULVERT
 FG1167_STAMPING: 314.041 E 25 1932
 FG1167_MARK LOGO: CGS
 FG1167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1167+STABILITY: SURFACE MOTION
 FG1167_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FG1167+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2012
 FG1167
 FG1167  HISTORY     - Date     Condition        Report By
 FG1167  HISTORY     - 1932     MONUMENTED       CGS
 FG1167  HISTORY     - 20121212 GOOD             ARHD
 FG1167
 FG1167                          STATION DESCRIPTION
 FG1167
 FG1167'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (ALW)
 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.
 FG1167
 FG1167                          STATION RECOVERY (2012)
 FG1167
 FG1167'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (JDH)
 FG1167'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0524 ***********************************************************************
 EJ0524  DESIGNATION -  E 250
 EJ0524  PID         -  EJ0524
 EJ0524  STATE/COUNTY-  AR/JEFFERSON
 EJ0524  COUNTRY     -  US
 EJ0524  USGS QUAD   -  REDFIELD (2017)
 EJ0524
 EJ0524                         *CURRENT SURVEY CONTROL
 EJ0524  ______________________________________________________________________
 EJ0524* NAD 83(1986) POSITION- 34 23 23.     (N) 092 09 47.     (W)   SCALED
 EJ0524* NAVD 88 ORTHO HEIGHT -   109.396 (meters)      358.91  (feet) ADJUSTED
 EJ0524  ______________________________________________________________________
 EJ0524  GEOID HEIGHT    -        -26.052 (meters)                     GEOID18
 EJ0524  DYNAMIC HEIGHT  -        109.292 (meters)      358.57  (feet) COMP
 EJ0524  MODELED GRAVITY -    979,681.1   (mgal)                       NAVD 88
 EJ0524
 EJ0524  VERT ORDER      -  FIRST     CLASS II
 EJ0524
 EJ0524.The horizontal coordinates were scaled from a map and have
 EJ0524.an estimated accuracy of +/- 6 seconds.
 EJ0524
 EJ0524.The orthometric height was determined by differential leveling and
 EJ0524.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0524.in June 1991.
 EJ0524
 EJ0524.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0524.GEOID18 height accuracy estimate available here.
 EJ0524
 EJ0524.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU769056(NAD 83)
 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
 EJ0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0524.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0524
 EJ0524_MARKER: DB = BENCH MARK DISK
 EJ0524_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0524_STAMPING: E 250 1940
 EJ0524_MARK LOGO: CGS
 EJ0524_PROJECTION: PROJECTING 12 CENTIMETERS
 EJ0524_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1717 ***********************************************************************
 EH1717  DESIGNATION -  E 251
 EH1717  PID         -  EH1717
 EH1717  STATE/COUNTY-  AR/JEFFERSON
 EH1717  COUNTRY     -  US
 EH1717  USGS QUAD   -  REYDELL (2017)
 EH1717
 EH1717                         *CURRENT SURVEY CONTROL
 EH1717  ______________________________________________________________________
 EH1717* NAD 83(1986) POSITION- 34 09 28.     (N) 091 35 54.     (W)   SCALED
 EH1717* NAVD 88 ORTHO HEIGHT -    55.563 (meters)      182.29  (feet) ADJUSTED
 EH1717  ______________________________________________________________________
 EH1717  GEOID HEIGHT    -        -26.076 (meters)                     GEOID18
 EH1717  DYNAMIC HEIGHT  -         55.509 (meters)      182.12  (feet) COMP
 EH1717  MODELED GRAVITY -    979,659.3   (mgal)                       NAVD 88
 EH1717
 EH1717  VERT ORDER      -  SECOND    CLASS 0
 EH1717
 EH1717.The horizontal coordinates were scaled from a map and have
 EH1717.an estimated accuracy of +/- 6 seconds.
 EH1717
 EH1717.The orthometric height was determined by differential leveling and
 EH1717.adjusted by the NATIONAL GEODETIC SURVEY
 EH1717.in August 1993.
 EH1717
 EH1717.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1717.GEOID18 height accuracy estimate available here.
 EH1717
 EH1717.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT292805(NAD 83)
 EH1717
 EH1717                          SUPERSEDED SURVEY CONTROL
 EH1717
 EH1717  NAVD 88 (06/15/91)   55.601  (m)          182.42   (f) SUPERSEDED  2 0
 EH1717  NGVD 29 (11/26/84)   55.641  (m)          182.55   (f) ADJUSTED    2 0
 EH1717
 EH1717.Superseded values are not recommended for survey control.
 EH1717
 EH1717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1717.See file dsdata.pdf to determine how the superseded data were derived.
 EH1717
 EH1717_MARKER: DB = BENCH MARK DISK
 EH1717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1717_STAMPING: E 251 1940
 EH1717_MARK LOGO: CGS
 EH1717_PROJECTION: PROJECTING 10 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0606 ***********************************************************************
 EJ0606  DESIGNATION -  E 252
 EJ0606  PID         -  EJ0606
 EJ0606  STATE/COUNTY-  AR/JEFFERSON
 EJ0606  COUNTRY     -  US
 EJ0606  USGS QUAD   -  WRIGHT (2017)
 EJ0606
 EJ0606                         *CURRENT SURVEY CONTROL
 EJ0606  ______________________________________________________________________
 EJ0606* NAD 83(1986) POSITION- 34 28 45.     (N) 092 04 33.     (W)   SCALED
 EJ0606* NAVD 88 ORTHO HEIGHT -    65.656 (meters)      215.41  (feet) ADJUSTED
 EJ0606  ______________________________________________________________________
 EJ0606  GEOID HEIGHT    -        -26.175 (meters)                     GEOID18
 EJ0606  DYNAMIC HEIGHT  -         65.594 (meters)      215.20  (feet) COMP
 EJ0606  MODELED GRAVITY -    979,692.8   (mgal)                       NAVD 88
 EJ0606
 EJ0606  VERT ORDER      -  SECOND    CLASS 0
 EJ0606
 EJ0606.The horizontal coordinates were scaled from a map and have
 EJ0606.an estimated accuracy of +/- 6 seconds.
 EJ0606
 EJ0606.The orthometric height was determined by differential leveling and
 EJ0606.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0606.in June 1991.
 EJ0606
 EJ0606.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0606.GEOID18 height accuracy estimate available here.
 EJ0606
 EJ0606.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU848156(NAD 83)
 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
 EJ0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0606.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0606
 EJ0606_MARKER: DB = BENCH MARK DISK
 EJ0606_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EJ0606_SP_SET: CULVERT HEADWALL
 EJ0606_STAMPING: E 252 1940
 EJ0606_MARK LOGO: CGS
 EJ0606_MAGNETIC: N = NO MAGNETIC MATERIAL
 EJ0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0606+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1112 ***********************************************************************
 FG1112  DESIGNATION -  E 254
 FG1112  PID         -  FG1112
 FG1112  STATE/COUNTY-  AR/LOGAN
 FG1112  COUNTRY     -  US
 FG1112  USGS QUAD   -  NEW BLAINE (2017)
 FG1112
 FG1112                         *CURRENT SURVEY CONTROL
 FG1112  ______________________________________________________________________
 FG1112* NAD 83(1986) POSITION- 35 21 40.     (N) 093 27 13.     (W)   SCALED
 FG1112* NAVD 88 ORTHO HEIGHT -   118.923 (meters)      390.17  (feet) ADJUSTED
 FG1112  ______________________________________________________________________
 FG1112  GEOID HEIGHT    -        -29.430 (meters)                     GEOID18
 FG1112  DYNAMIC HEIGHT  -        118.811 (meters)      389.80  (feet) COMP
 FG1112  MODELED GRAVITY -    979,697.4   (mgal)                       NAVD 88
 FG1112
 FG1112  VERT ORDER      -  SECOND    CLASS 0
 FG1112
 FG1112.The horizontal coordinates were scaled from a map and have
 FG1112.an estimated accuracy of +/- 6 seconds.
 FG1112
 FG1112.The orthometric height was determined by differential leveling and
 FG1112.adjusted by the NATIONAL GEODETIC SURVEY
 FG1112.in June 1991.
 FG1112
 FG1112.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1112.GEOID18 height accuracy estimate available here.
 FG1112
 FG1112.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV587131(NAD 83)
 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
 FG1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1112.See file dsdata.pdf to determine how the superseded data were derived.
 FG1112
 FG1112_MARKER: DB = BENCH MARK DISK
 FG1112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1112_STAMPING: E 254 1940
 FG1112_MARK LOGO: CGS
 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             CGS
 FG1112
 FG1112                          STATION DESCRIPTION
 FG1112
 FG1112'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FH0182 ***********************************************************************
 FH0182  DESIGNATION -  E 256
 FH0182  PID         -  FH0182
 FH0182  STATE/COUNTY-  AR/FRANKLIN
 FH0182  COUNTRY     -  US
 FH0182  USGS QUAD   -  MULBERRY (2017)
 FH0182
 FH0182                         *CURRENT SURVEY CONTROL
 FH0182  ______________________________________________________________________
 FH0182* NAD 83(1986) POSITION- 35 26 03.     (N) 094 04 22.     (W)   SCALED
 FH0182* NAVD 88 ORTHO HEIGHT -   228.365 (meters)      749.23  (feet) ADJUSTED
 FH0182  ______________________________________________________________________
 FH0182  GEOID HEIGHT    -        -29.561 (meters)                     GEOID18
 FH0182  DYNAMIC HEIGHT  -        228.151 (meters)      748.53  (feet) COMP
 FH0182  MODELED GRAVITY -    979,693.4   (mgal)                       NAVD 88
 FH0182
 FH0182  VERT ORDER      -  FIRST     CLASS II
 FH0182
 FH0182.The horizontal coordinates were scaled from a map and have
 FH0182.an estimated accuracy of +/- 6 seconds.
 FH0182
 FH0182.The orthometric height was determined by differential leveling and
 FH0182.adjusted by the NATIONAL GEODETIC SURVEY
 FH0182.in June 1991.
 FH0182
 FH0182.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0182.GEOID18 height accuracy estimate available here.
 FH0182
 FH0182.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV026217(NAD 83)
 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
 FH0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0182.See file dsdata.pdf to determine how the superseded data were derived.
 FH0182
 FH0182_MARKER: DB = BENCH MARK DISK
 FH0182_SETTING: 7 = 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             CGS
 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DL1145 ***********************************************************************
 DL1145  DESIGNATION -  E 258
 DL1145  PID         -  DL1145
 DL1145  STATE/COUNTY-  AR/MILLER
 DL1145  COUNTRY     -  US
 DL1145  USGS QUAD   -  GARLAND (2017)
 DL1145
 DL1145                         *CURRENT SURVEY CONTROL
 DL1145  ______________________________________________________________________
 DL1145* NAD 83(1986) POSITION- 33 19 03.     (N) 093 41 59.     (W)   SCALED
 DL1145* NAVD 88 ORTHO HEIGHT -    68.877 (meters)      225.97  (feet) ADJUSTED
 DL1145  ______________________________________________________________________
 DL1145  GEOID HEIGHT    -        -26.741 (meters)                     GEOID18
 DL1145  DYNAMIC HEIGHT  -         68.803 (meters)      225.73  (feet) COMP
 DL1145  MODELED GRAVITY -    979,564.5   (mgal)                       NAVD 88
 DL1145
 DL1145  VERT ORDER      -  FIRST     CLASS I
 DL1145
 DL1145.The horizontal coordinates were scaled from a map and have
 DL1145.an estimated accuracy of +/- 6 seconds.
 DL1145
 DL1145.The orthometric height was determined by differential leveling and
 DL1145.adjusted by the NATIONAL GEODETIC SURVEY
 DL1145.in June 1991.
 DL1145
 DL1145.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1145.GEOID18 height accuracy estimate available here.
 DL1145
 DL1145.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS348867(NAD 83)
 DL1145
 DL1145                          SUPERSEDED SURVEY CONTROL
 DL1145
 DL1145  NGVD 29 (11/26/84)   68.907  (m)          226.07   (f) ADJUSTED    1 1
 DL1145
 DL1145.Superseded values are not recommended for survey control.
 DL1145
 DL1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1145.See file dsdata.pdf to determine how the superseded data were derived.
 DL1145
 DL1145_MARKER: DV = VERTICAL CONTROL DISK
 DL1145_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DL1145+WITH SETTING: INTO GROUND
 DL1145_STAMPING: E 258 1977
 DL1145_MARK LOGO: NGS
 DL1145_MAGNETIC: I = MARKER IS A STEEL ROD
 DL1145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1118 ***********************************************************************
 DL1118  DESIGNATION -  E 259
 DL1118  PID         -  DL1118
 DL1118  STATE/COUNTY-  AR/MILLER
 DL1118  COUNTRY     -  US
 DL1118  USGS QUAD   -  DODDRIDGE NE (2017)
 DL1118
 DL1118                         *CURRENT SURVEY CONTROL
 DL1118  ______________________________________________________________________
 DL1118* NAD 83(1986) POSITION- 33 09 07.     (N) 093 51 24.     (W)   SCALED
 DL1118* NAVD 88 ORTHO HEIGHT -    62.573 (meters)      205.29  (feet) ADJUSTED
 DL1118  ______________________________________________________________________
 DL1118  GEOID HEIGHT    -        -26.621 (meters)                     GEOID18
 DL1118  DYNAMIC HEIGHT  -         62.505 (meters)      205.07  (feet) COMP
 DL1118  MODELED GRAVITY -    979,550.5   (mgal)                       NAVD 88
 DL1118
 DL1118  VERT ORDER      -  FIRST     CLASS I
 DL1118
 DL1118.The horizontal coordinates were scaled from a map and have
 DL1118.an estimated accuracy of +/- 6 seconds.
 DL1118
 DL1118.The orthometric height was determined by differential leveling and
 DL1118.adjusted by the NATIONAL GEODETIC SURVEY
 DL1118.in June 1991.
 DL1118
 DL1118.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1118.GEOID18 height accuracy estimate available here.
 DL1118
 DL1118.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS201684(NAD 83)
 DL1118
 DL1118                          SUPERSEDED SURVEY CONTROL
 DL1118
 DL1118  NGVD 29 (11/26/84)   62.603  (m)          205.39   (f) ADJUSTED    1 1
 DL1118
 DL1118.Superseded values are not recommended for survey control.
 DL1118
 DL1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1118.See file dsdata.pdf to determine how the superseded data were derived.
 DL1118
 DL1118_MARKER: DV = VERTICAL CONTROL DISK
 DL1118_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DL1118+WITH SETTING: INTO GROUND
 DL1118_STAMPING: E 259 1977
 DL1118_MARK LOGO: NGS
 DL1118_MAGNETIC: I = MARKER IS A STEEL ROD
 DL1118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0289 ***********************************************************************
 GE0289  DESIGNATION -  E 26
 GE0289  PID         -  GE0289
 GE0289  STATE/COUNTY-  AR/RANDOLPH
 GE0289  COUNTRY     -  US
 GE0289  USGS QUAD   -  MANSON (2017)
 GE0289
 GE0289                         *CURRENT SURVEY CONTROL
 GE0289  ______________________________________________________________________
 GE0289* NAD 83(1986) POSITION- 36 10 46.     (N) 090 57 46.     (W)   SCALED
 GE0289* NAVD 88 ORTHO HEIGHT -    79.807 (meters)      261.83  (feet) ADJUSTED
 GE0289  ______________________________________________________________________
 GE0289  GEOID HEIGHT    -        -28.194 (meters)                     GEOID18
 GE0289  DYNAMIC HEIGHT  -         79.741 (meters)      261.62  (feet) COMP
 GE0289  MODELED GRAVITY -    979,815.4   (mgal)                       NAVD 88
 GE0289
 GE0289  VERT ORDER      -  FIRST     CLASS II
 GE0289
 GE0289.The horizontal coordinates were scaled from a map and have
 GE0289.an estimated accuracy of +/- 6 seconds.
 GE0289
 GE0289.The orthometric height was determined by differential leveling and
 GE0289.adjusted by the NATIONAL GEODETIC SURVEY
 GE0289.in June 1991.
 GE0289
 GE0289.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0289.GEOID18 height accuracy estimate available here.
 GE0289
 GE0289.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA832057(NAD 83)
 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
 GE0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0289.See file dsdata.pdf to determine how the superseded data were derived.
 GE0289
 GE0289_MARKER: DB = BENCH MARK DISK
 GE0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0289_STAMPING: 261.594 E 26 1932
 GE0289_MARK LOGO: CGS
 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             CGS
 GE0289  HISTORY     - 20020913 MARK NOT FOUND   USACE
 GE0289
 GE0289                          STATION DESCRIPTION
 GE0289
 GE0289'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DL1174 ***********************************************************************
 DL1174  DESIGNATION -  E 260
 DL1174  PID         -  DL1174
 DL1174  STATE/COUNTY-  AR/MILLER
 DL1174  COUNTRY     -  US
 DL1174  USGS QUAD   -  FULTON (2017)
 DL1174
 DL1174                         *CURRENT SURVEY CONTROL
 DL1174  ______________________________________________________________________
 DL1174* NAD 83(1986) POSITION- 33 35 21.     (N) 093 50 19.     (W)   SCALED
 DL1174* NAVD 88 ORTHO HEIGHT -    81.344 (meters)      266.88  (feet) ADJUSTED
 DL1174  ______________________________________________________________________
 DL1174  GEOID HEIGHT    -        -27.041 (meters)                     GEOID18
 DL1174  DYNAMIC HEIGHT  -         81.259 (meters)      266.60  (feet) COMP
 DL1174  MODELED GRAVITY -    979,585.2   (mgal)                       NAVD 88
 DL1174
 DL1174  VERT ORDER      -  FIRST     CLASS I
 DL1174
 DL1174.The horizontal coordinates were scaled from a map and have
 DL1174.an estimated accuracy of +/- 6 seconds.
 DL1174
 DL1174.The orthometric height was determined by differential leveling and
 DL1174.adjusted by the NATIONAL GEODETIC SURVEY
 DL1174.in June 1991.
 DL1174
 DL1174.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1174.GEOID18 height accuracy estimate available here.
 DL1174
 DL1174.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT221169(NAD 83)
 DL1174
 DL1174                          SUPERSEDED SURVEY CONTROL
 DL1174
 DL1174  NGVD 29 (11/26/84)   81.357  (m)          266.92   (f) ADJUSTED    1 1
 DL1174
 DL1174.Superseded values are not recommended for survey control.
 DL1174
 DL1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1174.See file dsdata.pdf to determine how the superseded data were derived.
 DL1174
 DL1174_MARKER: DV = VERTICAL CONTROL DISK
 DL1174_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL1174_SP_SET: BRIDGE ABUTMENT
 DL1174_STAMPING: E 260 1977
 DL1174_MARK LOGO: NGS
 DL1174_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1174_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL1174+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2013
 DL1174
 DL1174  HISTORY     - Date     Condition        Report By
 DL1174  HISTORY     - 1977     MONUMENTED       NGS
 DL1174  HISTORY     - 20130319 GOOD             ARHD
 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.
 DL1174
 DL1174                          STATION RECOVERY (2013)
 DL1174
 DL1174'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (JDH)
 DL1174'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL1188 ***********************************************************************
 DL1188  DESIGNATION -  E 261
 DL1188  PID         -  DL1188
 DL1188  STATE/COUNTY-  AR/MILLER
 DL1188  COUNTRY     -  US
 DL1188  USGS QUAD   -  HOMAN (2017)
 DL1188
 DL1188                         *CURRENT SURVEY CONTROL
 DL1188  ______________________________________________________________________
 DL1188* NAD 83(1986) POSITION- 33 30 21.07   (N) 093 56 20.66   (W)   HD_HELD1
 DL1188* NAVD 88 ORTHO HEIGHT -    79.800 (meters)      261.81  (feet) ADJUSTED
 DL1188  ______________________________________________________________________
 DL1188  GEOID HEIGHT    -        -26.979 (meters)                     GEOID18
 DL1188  DYNAMIC HEIGHT  -         79.715 (meters)      261.53  (feet) COMP
 DL1188  MODELED GRAVITY -    979,576.1   (mgal)                       NAVD 88
 DL1188
 DL1188  VERT ORDER      -  FIRST     CLASS I
 DL1188
 DL1188.The horizontal coordinates were determined by differentially corrected
 DL1188.hand held GPS observations or other comparable positioning techniques
 DL1188.and have an estimated accuracy of +/- 3 meters.
 DL1188
 DL1188.The orthometric height was determined by differential leveling and
 DL1188.adjusted by the NATIONAL GEODETIC SURVEY
 DL1188.in June 1991.
 DL1188
 DL1188.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1188.GEOID18 height accuracy estimate available here.
 DL1188
 DL1188.Click photographs - Photos may exist for this station.
 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     -   494,782.9     219,846.5     MT  (+/- 3 meters HH1 GPS) 
 DL1188
 DL1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT1277807762(NAD 83)
 DL1188
 DL1188                          SUPERSEDED SURVEY CONTROL
 DL1188
 DL1188  NGVD 29 (11/26/84)   79.814  (m)          261.86   (f) ADJUSTED    1 1
 DL1188
 DL1188.Superseded values are not recommended for survey control.
 DL1188
 DL1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1188.See file dsdata.pdf to determine how the superseded data were derived.
 DL1188
 DL1188_MARKER: DV = VERTICAL CONTROL DISK
 DL1188_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL1188_SP_SET: CULVERT
 DL1188_STAMPING: E 261 1977
 DL1188_MARK LOGO: NGS
 DL1188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1188+STABILITY: SURFACE MOTION
 DL1188_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1188+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2018
 DL1188
 DL1188  HISTORY     - Date     Condition        Report By
 DL1188  HISTORY     - 1977     MONUMENTED       NGS
 DL1188  HISTORY     - 20160323 GOOD             ARHD
 DL1188  HISTORY     - 20180813 GOOD             ARHD
 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.
 DL1188
 DL1188                          STATION RECOVERY (2016)
 DL1188
 DL1188'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (BAB)
 DL1188'RECOVERED IN GOOD CONDITION.
 DL1188
 DL1188                          STATION RECOVERY (2018)
 DL1188
 DL1188'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (JDH)
 DL1188'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GG0087 ***********************************************************************
 GG0087  DESIGNATION -  E 27 RESET
 GG0087  PID         -  GG0087
 GG0087  STATE/COUNTY-  AR/WASHINGTON
 GG0087  COUNTRY     -  US
 GG0087  USGS QUAD   -  FAYETTEVILLE (2017)
 GG0087
 GG0087                         *CURRENT SURVEY CONTROL
 GG0087  ______________________________________________________________________
 GG0087* NAD 83(1986) POSITION- 36 03 59.     (N) 094 10 06.     (W)   SCALED
 GG0087* NAVD 88 ORTHO HEIGHT -   418.14  (meters)     1371.8   (feet) RESET
 GG0087  ______________________________________________________________________
 GG0087  GEOID HEIGHT    -        -28.074 (meters)                     GEOID18
 GG0087  VERT ORDER      -  THIRD
 GG0087
 GG0087.The horizontal coordinates were scaled from a map and have
 GG0087.an estimated accuracy of +/- 6 seconds.
 GG0087
 GG0087.The orthometric height was computed from unverified reset data.
 GG0087
 GG0087.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0087.GEOID18 height accuracy estimate available here.
 GG0087
 GG0087.Click photographs - Photos may exist for this station.
 GG0087
 GG0087;                    North         East    Units  Estimated Accuracy
 GG0087;SPC AR N     -   194,420.      204,680.      MT  (+/- 180 meters Scaled)
 GG0087
 GG0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV947919(NAD 83)
 GG0087
 GG0087                          SUPERSEDED SURVEY CONTROL
 GG0087
 GG0087.No superseded survey control is available for this station.
 GG0087
 GG0087_MARKER: DB = BENCH MARK DISK
 GG0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0087_STAMPING: E 27 RESET 1949
 GG0087_MARK LOGO: CGS
 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   CGS
 GG0087  HISTORY     - 19891115 MARK NOT FOUND   NGS
 GG0087
 GG0087                          STATION DESCRIPTION
 GG0087
 GG0087'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FH0041 ***********************************************************************
 FH0041  DESIGNATION -  E 28
 FH0041  PID         -  FH0041
 FH0041  STATE/COUNTY-  AR/CRAWFORD
 FH0041  COUNTRY     -  US
 FH0041  USGS QUAD   -  MOUNTAINBURG SW (2017)
 FH0041
 FH0041                         *CURRENT SURVEY CONTROL
 FH0041  ______________________________________________________________________
 FH0041* NAD 83(1986) POSITION- 35 36 21.     (N) 094 11 06.     (W)   SCALED
 FH0041* NAVD 88 ORTHO HEIGHT -   210.672 (meters)      691.18  (feet) ADJUSTED
 FH0041  ______________________________________________________________________
 FH0041  GEOID HEIGHT    -        -28.962 (meters)                     GEOID18
 FH0041  DYNAMIC HEIGHT  -        210.478 (meters)      690.54  (feet) COMP
 FH0041  MODELED GRAVITY -    979,704.7   (mgal)                       NAVD 88
 FH0041
 FH0041  VERT ORDER      -  FIRST     CLASS II
 FH0041
 FH0041.The horizontal coordinates were scaled from a map and have
 FH0041.an estimated accuracy of +/- 6 seconds.
 FH0041
 FH0041.The orthometric height was determined by differential leveling and
 FH0041.adjusted by the NATIONAL GEODETIC SURVEY
 FH0041.in June 1991.
 FH0041
 FH0041.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0041.GEOID18 height accuracy estimate available here.
 FH0041
 FH0041.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV926408(NAD 83)
 FH0041
 FH0041                          SUPERSEDED SURVEY CONTROL
 FH0041
 FH0041  NGVD 29 (10/05/93)  210.545  (m)          690.76   (f) ADJUSTED    1 2
 FH0041  NGVD 29 (??/??/92)  210.517  (m)          690.67   (f) SUPERSEDED  1 2
 FH0041
 FH0041.Superseded values are not recommended for survey control.
 FH0041
 FH0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0041.See file dsdata.pdf to determine how the superseded data were derived.
 FH0041
 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             CGS
 FH0041  HISTORY     - 19891107 GOOD             NGS
 FH0041
 FH0041                          STATION DESCRIPTION
 FH0041
 FH0041'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1608 ***********************************************************************
 EJ1608  DESIGNATION -  E 287
 EJ1608  PID         -  EJ1608
 EJ1608  STATE/COUNTY-  AR/PULASKI
 EJ1608  COUNTRY     -  US
 EJ1608  USGS QUAD   -  SWEET HOME (2017)
 EJ1608
 EJ1608                         *CURRENT SURVEY CONTROL
 EJ1608  ______________________________________________________________________
 EJ1608* NAD 83(1986) POSITION- 34 42 22.1    (N) 092 13 49.0    (W)   HD_HELD2
 EJ1608* NAVD 88 ORTHO HEIGHT -    87.257 (meters)      286.28  (feet) ADJUSTED
 EJ1608  ______________________________________________________________________
 EJ1608  GEOID HEIGHT    -        -26.587 (meters)                     GEOID18
 EJ1608  DYNAMIC HEIGHT  -         87.175 (meters)      286.01  (feet) COMP
 EJ1608  MODELED GRAVITY -    979,699.3   (mgal)                       NAVD 88
 EJ1608
 EJ1608  VERT ORDER      -  FIRST     CLASS II
 EJ1608
 EJ1608.The horizontal coordinates were established by autonomous hand held GPS
 EJ1608.observations and have an estimated accuracy of +/- 10 meters.
 EJ1608
 EJ1608.The orthometric height was determined by differential leveling and
 EJ1608.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1608.in June 1991.
 EJ1608
 EJ1608.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1608.GEOID18 height accuracy estimate available here.
 EJ1608
 EJ1608.Click photographs - Photos may exist for this station.
 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     -   626,233.      378,904.      MT  (+/- 10 meters HH2 GPS)
 EJ1608
 EJ1608_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7048940725(NAD 83)
 EJ1608
 EJ1608                          SUPERSEDED SURVEY CONTROL
 EJ1608
 EJ1608.No superseded survey control is available for this station.
 EJ1608
 EJ1608_MARKER: DV = VERTICAL CONTROL DISK
 EJ1608_SETTING: 66 = SET IN 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1640 ***********************************************************************
 EJ1640  DESIGNATION -  E 288
 EJ1640  PID         -  EJ1640
 EJ1640  STATE/COUNTY-  AR/JEFFERSON
 EJ1640  COUNTRY     -  US
 EJ1640  USGS QUAD   -  HARDIN (2017)
 EJ1640
 EJ1640                         *CURRENT SURVEY CONTROL
 EJ1640  ______________________________________________________________________
 EJ1640* NAD 83(1986) POSITION- 34 22 22.     (N) 092 09 57.     (W)   SCALED
 EJ1640* NAVD 88 ORTHO HEIGHT -   116.275 (meters)      381.48  (feet) ADJUSTED
 EJ1640  ______________________________________________________________________
 EJ1640  GEOID HEIGHT    -        -26.041 (meters)                     GEOID18
 EJ1640  DYNAMIC HEIGHT  -        116.164 (meters)      381.11  (feet) COMP
 EJ1640  MODELED GRAVITY -    979,678.2   (mgal)                       NAVD 88
 EJ1640
 EJ1640  VERT ORDER      -  FIRST     CLASS II
 EJ1640
 EJ1640.The horizontal coordinates were scaled from a map and have
 EJ1640.an estimated accuracy of +/- 6 seconds.
 EJ1640
 EJ1640.The orthometric height was determined by differential leveling and
 EJ1640.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1640.in June 1991.
 EJ1640
 EJ1640.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1640.GEOID18 height accuracy estimate available here.
 EJ1640
 EJ1640.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU766038(NAD 83)
 EJ1640
 EJ1640                          SUPERSEDED SURVEY CONTROL
 EJ1640
 EJ1640.No superseded survey control is available for this station.
 EJ1640
 EJ1640_MARKER: I = METAL ROD
 EJ1640_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EJ1640_STAMPING: E 288 1984
 EJ1640_MARK LOGO: NGS
 EJ1640_PROJECTION: FLUSH
 EJ1640_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EJ1640+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2015
 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  HISTORY     - 20150709 GOOD             ARHD
 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.
 EJ1640
 EJ1640                          STATION RECOVERY (2015)
 EJ1640
 EJ1640'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 EJ1640'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 AB2018 ***********************************************************************
 AB2018  DESIGNATION -  E 289 RESET
 AB2018  PID         -  AB2018
 AB2018  STATE/COUNTY-  AR/JEFFERSON
 AB2018  COUNTRY     -  US
 AB2018  USGS QUAD   -  LADD (2017)
 AB2018
 AB2018                         *CURRENT SURVEY CONTROL
 AB2018  ______________________________________________________________________
 AB2018* NAD 83(1986) POSITION- 34 11 03.     (N) 091 52 47.     (W)   SCALED
 AB2018* NAVD 88 ORTHO HEIGHT -    60.57  (meters)      198.7   (feet) RESET
 AB2018  ______________________________________________________________________
 AB2018  GEOID HEIGHT    -        -25.960 (meters)                     GEOID18
 AB2018  VERT ORDER      -  THIRD
 AB2018
 AB2018.The horizontal coordinates were scaled from a map and have
 AB2018.an estimated accuracy of +/- 6 seconds.
 AB2018
 AB2018.The orthometric height was computed from unverified reset data.
 AB2018
 AB2018.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB2018.GEOID18 height accuracy estimate available here.
 AB2018
 AB2018.Click photographs - Photos may exist for this station.
 AB2018
 AB2018;                    North         East    Units  Estimated Accuracy
 AB2018;SPC AR S     -   568,320.      411,090.      MT  (+/- 180 meters Scaled)
 AB2018
 AB2018_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT032831(NAD 83)
 AB2018
 AB2018                          SUPERSEDED SURVEY CONTROL
 AB2018
 AB2018.No superseded survey control is available for this station.
 AB2018
 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 DEPARTMENT OF TRANSPORTATION 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 = MARCH 20, 2026 22:17:28 EDT
 FH0172 ***********************************************************************
 FH0172  DESIGNATION -  E 29
 FH0172  PID         -  FH0172
 FH0172  STATE/COUNTY-  AR/CRAWFORD
 FH0172  COUNTRY     -  US
 FH0172  USGS QUAD   -  MULBERRY (2017)
 FH0172
 FH0172                         *CURRENT SURVEY CONTROL
 FH0172  ______________________________________________________________________
 FH0172* NAD 83(1986) POSITION- 35 29 49.39   (N) 094 06 09.66   (W)   HD_HELD1
 FH0172* NAVD 88 ORTHO HEIGHT -   127.992 (meters)      419.92  (feet) ADJUSTED
 FH0172  ______________________________________________________________________
 FH0172  GEOID HEIGHT    -        -29.388 (meters)                     GEOID18
 FH0172  DYNAMIC HEIGHT  -        127.875 (meters)      419.54  (feet) COMP
 FH0172  MODELED GRAVITY -    979,718.7   (mgal)                       NAVD 88
 FH0172
 FH0172  VERT ORDER      -  FIRST     CLASS II
 FH0172
 FH0172.The horizontal coordinates were determined by differentially corrected
 FH0172.hand held GPS observations or other comparable positioning techniques
 FH0172.and have an estimated accuracy of +/- 3 meters.
 FH0172
 FH0172.The orthometric height was determined by differential leveling and
 FH0172.adjusted by the NATIONAL GEODETIC SURVEY
 FH0172.in June 1991.
 FH0172
 FH0172.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0172.GEOID18 height accuracy estimate available here.
 FH0172
 FH0172.Click photographs - Photos may exist for this station.
 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     -   131,141.4     209,244.4     MT  (+/- 3 meters HH1 GPS) 
 FH0172
 FH0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9998828725(NAD 83)
 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
 FH0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0172.See file dsdata.pdf to determine how the superseded data were derived.
 FH0172
 FH0172_MARKER: DB = BENCH MARK DISK
 FH0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0172_STAMPING: 419.704 E 29 1932
 FH0172_MARK LOGO: CGS
 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             CGS
 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1662 ***********************************************************************
 EJ1662  DESIGNATION -  E 290
 EJ1662  PID         -  EJ1662
 EJ1662  STATE/COUNTY-  AR/PULASKI
 EJ1662  COUNTRY     -  US
 EJ1662  USGS QUAD   -  NORTH LITTLE ROCK (2017)
 EJ1662
 EJ1662                         *CURRENT SURVEY CONTROL
 EJ1662  ______________________________________________________________________
 EJ1662* NAD 83(1986) POSITION- 34 47 10.     (N) 092 16 46.     (W)   SCALED
 EJ1662* NAVD 88 ORTHO HEIGHT -    97.199 (meters)      318.89  (feet) ADJUSTED
 EJ1662  ______________________________________________________________________
 EJ1662  GEOID HEIGHT    -        -26.756 (meters)                     GEOID18
 EJ1662  DYNAMIC HEIGHT  -         97.109 (meters)      318.60  (feet) COMP
 EJ1662  MODELED GRAVITY -    979,706.9   (mgal)                       NAVD 88
 EJ1662
 EJ1662  VERT ORDER      -  FIRST     CLASS II
 EJ1662
 EJ1662.The horizontal coordinates were scaled from a map and have
 EJ1662.an estimated accuracy of +/- 6 seconds.
 EJ1662
 EJ1662.The orthometric height was determined by differential leveling and
 EJ1662.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1662.in September 2023.
 EJ1662
 EJ1662.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1662.GEOID18 height accuracy estimate available here.
 EJ1662
 EJ1662.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU659495(NAD 83)
 EJ1662
 EJ1662                          SUPERSEDED SURVEY CONTROL
 EJ1662
 EJ1662  NAVD 88 (06/15/91)   97.185  (m)          318.85   (f) SUPERSEDED  1 2
 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
 EJ1662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1662.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1662
 EJ1662_MARKER: DV = VERTICAL CONTROL DISK
 EJ1662_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EJ1662_SP_SET: 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  HISTORY     - 20120508 MARK NOT FOUND   ARHD
 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.
 EJ1662
 EJ1662                          STATION RECOVERY (2012)
 EJ1662
 EJ1662'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (JDH)
 EJ1662'MARK NOT FOUND, THERE IS A NEW BRIDGE THERE NOW
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1542 ***********************************************************************
 FG1542  DESIGNATION -  E 291
 FG1542  PID         -  FG1542
 FG1542  STATE/COUNTY-  AR/FAULKNER
 FG1542  COUNTRY     -  US
 FG1542  USGS QUAD   -  CONWAY (2017)
 FG1542
 FG1542                         *CURRENT SURVEY CONTROL
 FG1542  ______________________________________________________________________
 FG1542* NAD 83(1986) POSITION- 35 06 55.92   (N) 092 26 53.25   (W)   HD_HELD1
 FG1542* NAVD 88 ORTHO HEIGHT -   122.258 (meters)      401.11  (feet) ADJUSTED
 FG1542  ______________________________________________________________________
 FG1542  GEOID HEIGHT    -        -28.012 (meters)                     GEOID18
 FG1542  DYNAMIC HEIGHT  -        122.143 (meters)      400.73  (feet) COMP
 FG1542  MODELED GRAVITY -    979,696.6   (mgal)                       NAVD 88
 FG1542
 FG1542  VERT ORDER      -  FIRST     CLASS II
 FG1542
 FG1542.The horizontal coordinates were determined by differentially corrected
 FG1542.hand held GPS observations or other comparable positioning techniques
 FG1542.and have an estimated accuracy of +/- 3 meters.
 FG1542
 FG1542.The orthometric height was determined by differential leveling and
 FG1542.adjusted by the NATIONAL GEODETIC SURVEY
 FG1542.in January 2024.
 FG1542
 FG1542.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1542.GEOID18 height accuracy estimate available here.
 FG1542
 FG1542.Click photographs - Photos may exist for this station.
 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     -    86,871.5     359,150.5     MT  (+/- 3 meters HH1 GPS) 
 FG1542
 FG1542_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5028885994(NAD 83)
 FG1542
 FG1542                          SUPERSEDED SURVEY CONTROL
 FG1542
 FG1542  NAVD 88 (06/15/91)  122.269  (m)          401.14   (f) SUPERSEDED  1 2
 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
 FG1542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1542.See file dsdata.pdf to determine how the superseded data were derived.
 FG1542
 FG1542_MARKER: DV = VERTICAL CONTROL 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FG1542+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2023
 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  HISTORY     - 20111004 GOOD             ARHD
 FG1542  HISTORY     - 20230905 GOOD             ARHD
 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.
 FG1542
 FG1542                          STATION RECOVERY (2011)
 FG1542
 FG1542'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (SES)
 FG1542'RECOVERED IN GOOD CONDITION.
 FG1542
 FG1542                          STATION RECOVERY (2023)
 FG1542
 FG1542'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2023 (JDH)
 FG1542'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK1727 ***********************************************************************
 DK1727  HT_MOD      -  This is a Height Modernization Survey Station.
 DK1727  DESIGNATION -  E 292
 DK1727  PID         -  DK1727
 DK1727  STATE/COUNTY-  AR/LINCOLN
 DK1727  COUNTRY     -  US
 DK1727  USGS QUAD   -  GOULD (2017)
 DK1727
 DK1727                         *CURRENT SURVEY CONTROL
 DK1727  ______________________________________________________________________
 DK1727* NAD 83(2011) POSITION- 33 59 56.23154(N) 091 34 25.12032(W)   ADJUSTED
 DK1727* NAD 83(2011) ELLIP HT-    24.203 (meters)        (06/27/12)   ADJUSTED
 DK1727* NAD 83(2011) EPOCH   -  2010.00
 DK1727* NAVD 88 ORTHO HEIGHT -    50.30  (meters)      165.0   (feet) GPS OBS
 DK1727  ______________________________________________________________________
 DK1727  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DK1727  GEOID HEIGHT    -        -26.039 (meters)                     GEOID03
 DK1727  GEOID HEIGHT    -        -25.987 (meters)                     GEOID18
 DK1727  NAD 83(2011) X  -   -145,364.871 (meters)                     COMP
 DK1727  NAD 83(2011) Y  - -5,291,346.960 (meters)                     COMP
 DK1727  NAD 83(2011) Z  -  3,546,363.835 (meters)                     COMP
 DK1727  LAPLACE CORR    -         -1.19  (seconds)                    DEFLEC18
 DK1727
 DK1727  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK1727  Standards:
 DK1727         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK1727            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK1727  -------------------------------------------------------------------
 DK1727  NETWORK    1.43   2.72           0.62   0.54   1.39     -0.12527975
 DK1727  -------------------------------------------------------------------
 DK1727  Click here for local accuracies and other accuracy information.
 DK1727
 DK1727.The horizontal coordinates were established by GPS observations
 DK1727.and adjusted by the National Geodetic Survey in June 2012.
 DK1727
 DK1727.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK1727.been affixed to the stable North American tectonic plate. See 
 DK1727.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK1727
 DK1727.The horizontal coordinates are valid at the epoch date displayed above
 DK1727.which is a decimal equivalence of Year/Month/Day.
 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.
 DK1727
 DK1727.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1727.GEOID18 height accuracy estimate available here.
 DK1727
 DK1727.Click photographs - Photos may exist 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 DEFLEC18 derived deflections.
 DK1727
 DK1727.The ellipsoidal height was determined by GPS observations
 DK1727.and is referenced to NAD 83.
 DK1727
 DK1727. The following values were computed from the NAD 83(2011) position.
 DK1727
 DK1727;                    North         East     Units Scale Factor Converg.
 DK1727;SPC AR S     -   547,848.705   439,385.924   MT  0.99991866   +0 14 19.1
 DK1727;SPC AR S     - 1,797,400.29  1,441,551.99   sFT  0.99991866   +0 14 19.1
 DK1727;UTM  15      - 3,762,956.882   631,727.591   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT3172762956(NAD 83)
 DK1727
 DK1727                          SUPERSEDED SURVEY CONTROL
 DK1727
 DK1727  NAD 83(2007)-  33 59 56.23151(N)    091 34 25.12131(W) AD(2002.00) 0
 DK1727  ELLIP H (02/10/07)   24.224  (m)                       GP(2002.00)    
 DK1727  NAD 83(1997)-  33 59 56.23128(N)    091 34 25.12061(W) AD(       ) B
 DK1727  ELLIP H (04/05/04)   24.231  (m)                       GP(       ) 4 1
 DK1727  NAVD 88              50.19   (m)          164.7    (f) LEVELING    3  
 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
 DK1727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1727.See file dsdata.pdf to determine how the superseded data were derived.
 DK1727
 DK1727_MARKER: I = METAL ROD
 DK1727_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1567 ***********************************************************************
 FG1567  DESIGNATION -  E 293
 FG1567  PID         -  FG1567
 FG1567  STATE/COUNTY-  AR/CONWAY
 FG1567  COUNTRY     -  US
 FG1567  USGS QUAD   -  MORRILTON WEST (2017)
 FG1567
 FG1567                         *CURRENT SURVEY CONTROL
 FG1567  ______________________________________________________________________
 FG1567* NAD 83(1986) POSITION- 35 13 33.     (N) 092 50 46.     (W)   SCALED
 FG1567* NAVD 88 ORTHO HEIGHT -   100.141 (meters)      328.55  (feet) ADJUSTED
 FG1567  ______________________________________________________________________
 FG1567  GEOID HEIGHT    -        -28.754 (meters)                     GEOID18
 FG1567  DYNAMIC HEIGHT  -        100.047 (meters)      328.24  (feet) COMP
 FG1567  MODELED GRAVITY -    979,693.9   (mgal)                       NAVD 88
 FG1567
 FG1567  VERT ORDER      -  FIRST     CLASS II
 FG1567
 FG1567.The horizontal coordinates were scaled from a map and have
 FG1567.an estimated accuracy of +/- 6 seconds.
 FG1567
 FG1567.The orthometric height was determined by differential leveling and
 FG1567.adjusted by the NATIONAL GEODETIC SURVEY
 FG1567.in June 1991.
 FG1567
 FG1567.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1567.GEOID18 height accuracy estimate available here.
 FG1567
 FG1567.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU140980(NAD 83)
 FG1567
 FG1567                          SUPERSEDED SURVEY CONTROL
 FG1567
 FG1567.No superseded survey control is available for this station.
 FG1567
 FG1567_MARKER: I = METAL ROD
 FG1567_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1604 ***********************************************************************
 FG1604  DESIGNATION -  E 294
 FG1604  PID         -  FG1604
 FG1604  STATE/COUNTY-  AR/JOHNSON
 FG1604  COUNTRY     -  US
 FG1604  USGS QUAD   -  DELAWARE (2017)
 FG1604
 FG1604                         *CURRENT SURVEY CONTROL
 FG1604  ______________________________________________________________________
 FG1604* NAD 83(1986) POSITION- 35 20 42.9    (N) 093 19 46.0    (W)   HD_HELD2
 FG1604* NAVD 88 ORTHO HEIGHT -   107.231 (meters)      351.81  (feet) ADJUSTED
 FG1604  ______________________________________________________________________
 FG1604  GEOID HEIGHT    -        -29.339 (meters)                     GEOID18
 FG1604  DYNAMIC HEIGHT  -        107.130 (meters)      351.48  (feet) COMP
 FG1604  MODELED GRAVITY -    979,691.6   (mgal)                       NAVD 88
 FG1604
 FG1604  VERT ORDER      -  FIRST     CLASS II
 FG1604
 FG1604.The horizontal coordinates were established by autonomous hand held GPS
 FG1604.observations and have an estimated accuracy of +/- 10 meters.
 FG1604
 FG1604.The orthometric height was determined by differential leveling and
 FG1604.adjusted by the NATIONAL GEODETIC SURVEY
 FG1604.in June 1991.
 FG1604
 FG1604.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1604.GEOID18 height accuracy estimate available here.
 FG1604
 FG1604.Click photographs - Photos may exist for this station.
 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     -   113,079.      279,160.      MT  (+/- 10 meters HH2 GPS)
 FG1604
 FG1604_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV7006411380(NAD 83)
 FG1604
 FG1604                          SUPERSEDED SURVEY CONTROL
 FG1604
 FG1604.No superseded survey control is available for this station.
 FG1604
 FG1604_MARKER: DV = VERTICAL CONTROL 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 = MARCH 20, 2026 22:17:28 EDT
 FG1656 ***********************************************************************
 FG1656  DESIGNATION -  E 295
 FG1656  PID         -  FG1656
 FG1656  STATE/COUNTY-  AR/FRANKLIN
 FG1656  COUNTRY     -  US
 FG1656  USGS QUAD   -  CECIL (2017)
 FG1656
 FG1656                         *CURRENT SURVEY CONTROL
 FG1656  ______________________________________________________________________
 FG1656* NAD 83(1986) POSITION- 35 26 21.     (N) 093 57 28.     (W)   SCALED
 FG1656* NAVD 88 ORTHO HEIGHT -   257.665 (meters)      845.36  (feet) ADJUSTED
 FG1656  ______________________________________________________________________
 FG1656  GEOID HEIGHT    -        -29.424 (meters)                     GEOID18
 FG1656  DYNAMIC HEIGHT  -        257.422 (meters)      844.56  (feet) COMP
 FG1656  MODELED GRAVITY -    979,687.6   (mgal)                       NAVD 88
 FG1656
 FG1656  VERT ORDER      -  FIRST     CLASS II
 FG1656
 FG1656.The horizontal coordinates were scaled from a map and have
 FG1656.an estimated accuracy of +/- 6 seconds.
 FG1656
 FG1656.The orthometric height was determined by differential leveling and
 FG1656.adjusted by the NATIONAL GEODETIC SURVEY
 FG1656.in June 1991.
 FG1656
 FG1656.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1656.GEOID18 height accuracy estimate available here.
 FG1656
 FG1656.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV130221(NAD 83)
 FG1656
 FG1656                          SUPERSEDED SURVEY CONTROL
 FG1656
 FG1656.No superseded survey control is available for this station.
 FG1656
 FG1656_MARKER: F = FLANGE-ENCASED ROD
 FG1656_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FG1656_STAMPING: E 295 1984
 FG1656_MARK LOGO: NGS
 FG1656_PROJECTION: RECESSED
 FG1656_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1656_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FG1656+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2015
 FG1656_ROD/PIPE-DEPTH: 4.0 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  HISTORY     - 20151008 GOOD             CONSOL
 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.
 FG1656
 FG1656                          STATION RECOVERY (2015)
 FG1656
 FG1656'RECOVERY NOTE BY CONSOLIDATED LAND SERVICE 2015
 FG1656'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1632 ***********************************************************************
 FG1632  DESIGNATION -  E 296
 FG1632  PID         -  FG1632
 FG1632  STATE/COUNTY-  AR/JOHNSON
 FG1632  COUNTRY     -  US
 FG1632  USGS QUAD   -  COAL HILL (2017)
 FG1632
 FG1632                         *CURRENT SURVEY CONTROL
 FG1632  ______________________________________________________________________
 FG1632* NAD 83(1986) POSITION- 35 26 07.6    (N) 093 39 05.1    (W)   HD_HELD2
 FG1632* NAVD 88 ORTHO HEIGHT -   138.956 (meters)      455.89  (feet) ADJUSTED
 FG1632  ______________________________________________________________________
 FG1632  GEOID HEIGHT    -        -29.334 (meters)                     GEOID18
 FG1632  DYNAMIC HEIGHT  -        138.827 (meters)      455.47  (feet) COMP
 FG1632  MODELED GRAVITY -    979,705.3   (mgal)                       NAVD 88
 FG1632
 FG1632  VERT ORDER      -  FIRST     CLASS II
 FG1632
 FG1632.The horizontal coordinates were established by autonomous hand held GPS
 FG1632.observations and have an estimated accuracy of +/- 10 meters.
 FG1632
 FG1632.The orthometric height was determined by differential leveling and
 FG1632.adjusted by the NATIONAL GEODETIC SURVEY
 FG1632.in June 1991.
 FG1632
 FG1632.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1632.GEOID18 height accuracy estimate available here.
 FG1632
 FG1632.Click photographs - Photos may exist for this station.
 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     -   123,527.      250,064.      MT  (+/- 10 meters HH2 GPS)
 FG1632
 FG1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV4087321528(NAD 83)
 FG1632
 FG1632                          SUPERSEDED SURVEY CONTROL
 FG1632
 FG1632.No superseded survey control is available for this station.
 FG1632
 FG1632_MARKER: I = METAL ROD
 FG1632_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FG1632_STAMPING: E 296 1984
 FG1632_MARK LOGO: NGS
 FG1632_PROJECTION: FLUSH
 FG1632_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1632_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG1632+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2015
 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  HISTORY     - 20150106 GOOD             ARHD
 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.
 FG1632
 FG1632                          STATION RECOVERY (2015)
 FG1632
 FG1632'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (BAB)
 FG1632'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FH0787 ***********************************************************************
 FH0787  DESIGNATION -  E 297
 FH0787  PID         -  FH0787
 FH0787  STATE/COUNTY-  AR/SEBASTIAN
 FH0787  COUNTRY     -  US
 FH0787  USGS QUAD   -  LAVACA (2017)
 FH0787
 FH0787                         *CURRENT SURVEY CONTROL
 FH0787  ______________________________________________________________________
 FH0787* NAD 83(1986) POSITION- 35 20 11.     (N) 094 10 33.     (W)   SCALED
 FH0787* NAVD 88 ORTHO HEIGHT -   128.981 (meters)      423.17  (feet) ADJUSTED
 FH0787  ______________________________________________________________________
 FH0787  GEOID HEIGHT    -        -30.009 (meters)                     GEOID18
 FH0787  DYNAMIC HEIGHT  -        128.860 (meters)      422.77  (feet) COMP
 FH0787  MODELED GRAVITY -    979,694.9   (mgal)                       NAVD 88
 FH0787
 FH0787  VERT ORDER      -  FIRST     CLASS II
 FH0787
 FH0787.The horizontal coordinates were scaled from a map and have
 FH0787.an estimated accuracy of +/- 6 seconds.
 FH0787
 FH0787.The orthometric height was determined by differential leveling and
 FH0787.adjusted by the NATIONAL GEODETIC SURVEY
 FH0787.in June 1991.
 FH0787
 FH0787.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0787.GEOID18 height accuracy estimate available here.
 FH0787
 FH0787.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV931109(NAD 83)
 FH0787
 FH0787                          SUPERSEDED SURVEY CONTROL
 FH0787
 FH0787.No superseded survey control is available for this station.
 FH0787
 FH0787_MARKER: I = METAL ROD
 FH0787_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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  HISTORY     - 20120730 MARK NOT FOUND   ARHD
 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.
 FH0787
 FH0787                          STATION RECOVERY (2012)
 FH0787
 FH0787'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (CW)
 FH0787'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FH0810 ***********************************************************************
 FH0810  DESIGNATION -  E 298
 FH0810  PID         -  FH0810
 FH0810  STATE/COUNTY-  AR/SEBASTIAN
 FH0810  COUNTRY     -  US
 FH0810  USGS QUAD   -  SOUTH FORT SMITH (2017)
 FH0810
 FH0810                         *CURRENT SURVEY CONTROL
 FH0810  ______________________________________________________________________
 FH0810* NAD 83(1986) POSITION- 35 20 20.55   (N) 094 25 17.28   (W)   HD_HELD1
 FH0810* NAVD 88 ORTHO HEIGHT -   135.171 (meters)      443.47  (feet) ADJUSTED
 FH0810  ______________________________________________________________________
 FH0810  GEOID HEIGHT    -        -30.287 (meters)                     GEOID18
 FH0810  DYNAMIC HEIGHT  -        135.043 (meters)      443.05  (feet) COMP
 FH0810  MODELED GRAVITY -    979,685.1   (mgal)                       NAVD 88
 FH0810
 FH0810  VERT ORDER      -  FIRST     CLASS II
 FH0810
 FH0810.The horizontal coordinates were determined by differentially corrected
 FH0810.hand held GPS observations or other comparable positioning techniques
 FH0810.and have an estimated accuracy of +/- 3 meters.
 FH0810
 FH0810.The orthometric height was determined by differential leveling and
 FH0810.adjusted by the NATIONAL GEODETIC SURVEY
 FH0810.in June 1991.
 FH0810
 FH0810.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0810.GEOID18 height accuracy estimate available here.
 FH0810
 FH0810.Click photographs - Photos may exist for this station.
 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     -   114,281.1     179,898.7     MT  (+/- 3 meters HH1 GPS) 
 FH0810
 FH0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV7082111569(NAD 83)
 FH0810
 FH0810                          SUPERSEDED SURVEY CONTROL
 FH0810
 FH0810.No superseded survey control is available for this station.
 FH0810
 FH0810_MARKER: DV = VERTICAL CONTROL DISK
 FH0810_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FH0810_SP_SET: BRIDGE ABUTMENT
 FH0810_STAMPING: E 298 1985
 FH0810_MARK LOGO: NGS
 FH0810_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0810_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH0810+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2018
 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  HISTORY     - 20090726 GOOD             GEOCAC
 FH0810  HISTORY     - 20141218 GOOD             ARHD
 FH0810  HISTORY     - 20181219 GOOD             ARHD
 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.
 FH0810
 FH0810                          STATION RECOVERY (2009)
 FH0810
 FH0810'RECOVERY NOTE BY GEOCACHING 2009 (JA)
 FH0810'RECOVERED IN GOOD CONDITION.
 FH0810
 FH0810                          STATION RECOVERY (2014)
 FH0810
 FH0810'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (JDH)
 FH0810'RECOVERED AS DESCRIBED.
 FH0810
 FH0810                          STATION RECOVERY (2018)
 FH0810
 FH0810'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (JDH)
 FH0810'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FH0834 ***********************************************************************
 FH0834  DESIGNATION -  E 299
 FH0834  PID         -  FH0834
 FH0834  STATE/COUNTY-  AR/SCOTT
 FH0834  COUNTRY     -  US
 FH0834  USGS QUAD   -  ABBOTT (2017)
 FH0834
 FH0834                         *CURRENT SURVEY CONTROL
 FH0834  ______________________________________________________________________
 FH0834* NAD 83(1986) POSITION- 35 04 28.     (N) 094 12 26.     (W)   SCALED
 FH0834* NAVD 88 ORTHO HEIGHT -   195.013 (meters)      639.81  (feet) ADJUSTED
 FH0834  ______________________________________________________________________
 FH0834  GEOID HEIGHT    -        -30.711 (meters)                     GEOID18
 FH0834  DYNAMIC HEIGHT  -        194.817 (meters)      639.16  (feet) COMP
 FH0834  MODELED GRAVITY -    979,625.0   (mgal)                       NAVD 88
 FH0834
 FH0834  VERT ORDER      -  FIRST     CLASS II
 FH0834
 FH0834.The horizontal coordinates were scaled from a map and have
 FH0834.an estimated accuracy of +/- 6 seconds.
 FH0834
 FH0834.The orthometric height was determined by differential leveling and
 FH0834.adjusted by the NATIONAL GEODETIC SURVEY
 FH0834.in June 1991.
 FH0834
 FH0834.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0834.GEOID18 height accuracy estimate available here.
 FH0834
 FH0834.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU899819(NAD 83)
 FH0834
 FH0834                          SUPERSEDED SURVEY CONTROL
 FH0834
 FH0834.No superseded survey control is available for this station.
 FH0834
 FH0834_MARKER: I = METAL ROD
 FH0834_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0726 ***********************************************************************
 FF0726  DESIGNATION -  E 3
 FF0726  PID         -  FF0726
 FF0726  STATE/COUNTY-  AR/CRAIGHEAD
 FF0726  COUNTRY     -  US
 FF0726  USGS QUAD   -  BONO (2017)
 FF0726
 FF0726                         *CURRENT SURVEY CONTROL
 FF0726  ______________________________________________________________________
 FF0726* NAD 83(1986) POSITION- 35 53 34.     (N) 090 47 30.     (W)   SCALED
 FF0726* NAVD 88 ORTHO HEIGHT -    89.277 (meters)      292.90  (feet) ADJUSTED
 FF0726  ______________________________________________________________________
 FF0726  GEOID HEIGHT    -        -27.841 (meters)                     GEOID18
 FF0726  DYNAMIC HEIGHT  -         89.202 (meters)      292.66  (feet) COMP
 FF0726  MODELED GRAVITY -    979,791.3   (mgal)                       NAVD 88
 FF0726
 FF0726  VERT ORDER      -  FIRST     CLASS II
 FF0726
 FF0726.The horizontal coordinates were scaled from a map and have
 FF0726.an estimated accuracy of +/- 6 seconds.
 FF0726
 FF0726.The orthometric height was determined by differential leveling and
 FF0726.adjusted by the NATIONAL GEODETIC SURVEY
 FF0726.in June 1991.
 FF0726
 FF0726.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0726.GEOID18 height accuracy estimate available here.
 FF0726
 FF0726.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV993743(NAD 83)
 FF0726
 FF0726                          SUPERSEDED SURVEY CONTROL
 FF0726
 FF0726  NGVD 29 (11/26/84)   89.190  (m)          292.62   (f) ADJUSTED    1 2
 FF0726
 FF0726.Superseded values are not recommended for survey control.
 FF0726
 FF0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0726.See file dsdata.pdf to determine how the superseded data were derived.
 FF0726
 FF0726_MARKER: DB = BENCH MARK DISK
 FF0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0726_STAMPING: 292.618 E 3 1928
 FF0726_MARK LOGO: CGS
 FF0726_PROJECTION: PROJECTING 10 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0996 ***********************************************************************
 FG0996  DESIGNATION -  E 30
 FG0996  PID         -  FG0996
 FG0996  STATE/COUNTY-  AR/JOHNSON
 FG0996  COUNTRY     -  US
 FG0996  USGS QUAD   -  CLARKSVILLE (2017)
 FG0996
 FG0996                         *CURRENT SURVEY CONTROL
 FG0996  ______________________________________________________________________
 FG0996* NAD 83(1986) POSITION- 35 26 56.     (N) 093 24 17.     (W)   SCALED
 FG0996* NAVD 88 ORTHO HEIGHT -   129.930 (meters)      426.28  (feet) ADJUSTED
 FG0996  ______________________________________________________________________
 FG0996  GEOID HEIGHT    -        -29.159 (meters)                     GEOID18
 FG0996  DYNAMIC HEIGHT  -        129.810 (meters)      425.89  (feet) COMP
 FG0996  MODELED GRAVITY -    979,707.7   (mgal)                       NAVD 88
 FG0996
 FG0996  VERT ORDER      -  FIRST     CLASS II
 FG0996
 FG0996.The horizontal coordinates were scaled from a map and have
 FG0996.an estimated accuracy of +/- 6 seconds.
 FG0996
 FG0996.The orthometric height was determined by differential leveling and
 FG0996.adjusted by the NATIONAL GEODETIC SURVEY
 FG0996.in June 1991.
 FG0996
 FG0996.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0996.GEOID18 height accuracy estimate available here.
 FG0996
 FG0996.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV632229(NAD 83)
 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
 FG0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0996.See file dsdata.pdf to determine how the superseded data were derived.
 FG0996
 FG0996_MARKER: DB = BENCH MARK DISK
 FG0996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0996_STAMPING: E 30 1932
 FG0996_MARK LOGO: CGS
 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             CGS
 FG0996  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG0996
 FG0996                          STATION DESCRIPTION
 FG0996
 FG0996'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EK0694 ***********************************************************************
 EK0694  DESIGNATION -  E 300
 EK0694  PID         -  EK0694
 EK0694  STATE/COUNTY-  AR/SCOTT
 EK0694  COUNTRY     -  US
 EK0694  USGS QUAD   -  Y CITY (2017)
 EK0694
 EK0694                         *CURRENT SURVEY CONTROL
 EK0694  ______________________________________________________________________
 EK0694* NAD 83(1986) POSITION- 34 44 02.     (N) 094 06 24.     (W)   SCALED
 EK0694* NAVD 88 ORTHO HEIGHT -   231.377 (meters)      759.11  (feet) ADJUSTED
 EK0694  ______________________________________________________________________
 EK0694  GEOID HEIGHT    -        -30.410 (meters)                     GEOID18
 EK0694  DYNAMIC HEIGHT  -        231.132 (meters)      758.31  (feet) COMP
 EK0694  MODELED GRAVITY -    979,572.1   (mgal)                       NAVD 88
 EK0694
 EK0694  VERT ORDER      -  FIRST     CLASS II
 EK0694
 EK0694.The horizontal coordinates were scaled from a map and have
 EK0694.an estimated accuracy of +/- 6 seconds.
 EK0694
 EK0694.The orthometric height was determined by differential leveling and
 EK0694.adjusted by the NATIONAL GEODETIC SURVEY
 EK0694.in June 1991.
 EK0694
 EK0694.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0694.GEOID18 height accuracy estimate available here.
 EK0694
 EK0694.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU986440(NAD 83)
 EK0694
 EK0694                          SUPERSEDED SURVEY CONTROL
 EK0694
 EK0694.No superseded survey control is available for this station.
 EK0694
 EK0694_MARKER: I = METAL ROD
 EK0694_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EK0694+WITH SETTING: INFORMATION.
 EK0694_STAMPING: E 300 1985
 EK0694_MARK LOGO: NGS
 EK0694_PROJECTION: FLUSH
 EK0694_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0694_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EK0694+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2018
 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  HISTORY     - 20181215 GOOD             ARHD
 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.
 EK0694
 EK0694                          STATION RECOVERY (2018)
 EK0694
 EK0694'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (MAR)
 EK0694'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EK0721 ***********************************************************************
 EK0721  DESIGNATION -  E 301
 EK0721  PID         -  EK0721
 EK0721  STATE/COUNTY-  AR/POLK
 EK0721  COUNTRY     -  US
 EK0721  USGS QUAD   -  POTTER (2017)
 EK0721
 EK0721                         *CURRENT SURVEY CONTROL
 EK0721  ______________________________________________________________________
 EK0721* NAD 83(1986) POSITION- 34 30 18.     (N) 094 21 20.     (W)   SCALED
 EK0721* NAVD 88 ORTHO HEIGHT -   301.001 (meters)      987.53  (feet) ADJUSTED
 EK0721  ______________________________________________________________________
 EK0721  GEOID HEIGHT    -        -30.156 (meters)                     GEOID18
 EK0721  DYNAMIC HEIGHT  -        300.674 (meters)      986.46  (feet) COMP
 EK0721  MODELED GRAVITY -    979,544.7   (mgal)                       NAVD 88
 EK0721
 EK0721  VERT ORDER      -  FIRST     CLASS II
 EK0721
 EK0721.The horizontal coordinates were scaled from a map and have
 EK0721.an estimated accuracy of +/- 6 seconds.
 EK0721
 EK0721.The orthometric height was determined by differential leveling and
 EK0721.adjusted by the NATIONAL GEODETIC SURVEY
 EK0721.in June 1991.
 EK0721
 EK0721.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0721.GEOID18 height accuracy estimate available here.
 EK0721
 EK0721.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU755189(NAD 83)
 EK0721
 EK0721                          SUPERSEDED SURVEY CONTROL
 EK0721
 EK0721.No superseded survey control is available for this station.
 EK0721
 EK0721_MARKER: I = METAL ROD
 EK0721_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EK0721+WITH SETTING: INFORMATION.
 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 = MARCH 20, 2026 22:17:28 EDT
 EK0745 ***********************************************************************
 EK0745  DESIGNATION -  E 302
 EK0745  PID         -  EK0745
 EK0745  STATE/COUNTY-  AR/POLK
 EK0745  COUNTRY     -  US
 EK0745  USGS QUAD   -  GILLHAM (2017)
 EK0745
 EK0745                         *CURRENT SURVEY CONTROL
 EK0745  ______________________________________________________________________
 EK0745* NAD 83(1986) POSITION- 34 13 06.     (N) 094 19 04.     (W)   SCALED
 EK0745* NAVD 88 ORTHO HEIGHT -   243.777 (meters)      799.79  (feet) ADJUSTED
 EK0745  ______________________________________________________________________
 EK0745  GEOID HEIGHT    -        -28.455 (meters)                     GEOID18
 EK0745  DYNAMIC HEIGHT  -        243.527 (meters)      798.97  (feet) COMP
 EK0745  MODELED GRAVITY -    979,603.2   (mgal)                       NAVD 88
 EK0745
 EK0745  VERT ORDER      -  FIRST     CLASS II
 EK0745
 EK0745.The horizontal coordinates were scaled from a map and have
 EK0745.an estimated accuracy of +/- 6 seconds.
 EK0745
 EK0745.The orthometric height was determined by differential leveling and
 EK0745.adjusted by the NATIONAL GEODETIC SURVEY
 EK0745.in June 1991.
 EK0745
 EK0745.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0745.GEOID18 height accuracy estimate available here.
 EK0745
 EK0745.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT786871(NAD 83)
 EK0745
 EK0745                          SUPERSEDED SURVEY CONTROL
 EK0745
 EK0745.No superseded survey control is available for this station.
 EK0745
 EK0745_MARKER: DV = VERTICAL CONTROL DISK
 EK0745_SETTING: 66 = SET IN 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 = MARCH 20, 2026 22:17:28 EDT
 DM1056 ***********************************************************************
 DM1056  DESIGNATION -  E 303
 DM1056  PID         -  DM1056
 DM1056  STATE/COUNTY-  AR/SEVIER
 DM1056  COUNTRY     -  US
 DM1056  USGS QUAD   -  CERROGORDO (2017)
 DM1056
 DM1056                         *CURRENT SURVEY CONTROL
 DM1056  ______________________________________________________________________
 DM1056* NAD 83(1986) POSITION- 33 55 14.     (N) 094 23 12.     (W)   SCALED
 DM1056* NAVD 88 ORTHO HEIGHT -    96.652 (meters)      317.10  (feet) ADJUSTED
 DM1056  ______________________________________________________________________
 DM1056  GEOID HEIGHT    -        -27.565 (meters)                     GEOID18
 DM1056  DYNAMIC HEIGHT  -         96.553 (meters)      316.77  (feet) COMP
 DM1056  MODELED GRAVITY -    979,612.3   (mgal)                       NAVD 88
 DM1056
 DM1056  VERT ORDER      -  FIRST     CLASS II
 DM1056
 DM1056.The horizontal coordinates were scaled from a map and have
 DM1056.an estimated accuracy of +/- 6 seconds.
 DM1056
 DM1056.The orthometric height was determined by differential leveling and
 DM1056.adjusted by the NATIONAL GEODETIC SURVEY
 DM1056.in June 1991.
 DM1056
 DM1056.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1056.GEOID18 height accuracy estimate available here.
 DM1056
 DM1056.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT718542(NAD 83)
 DM1056
 DM1056                          SUPERSEDED SURVEY CONTROL
 DM1056
 DM1056.No superseded survey control is available for this station.
 DM1056
 DM1056_MARKER: DV = VERTICAL CONTROL DISK
 DM1056_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM1056_SP_SET: BRIDGE ABUTMENT
 DM1056_STAMPING: E 303 1985
 DM1056_MARK LOGO: NGS
 DM1056_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1056_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM1056+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2016
 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  HISTORY     - 20121016 GOOD             ARHD
 DM1056  HISTORY     - 20160316 GOOD             ARHD
 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.
 DM1056
 DM1056                          STATION RECOVERY (2012)
 DM1056
 DM1056'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (WDA)
 DM1056'RECOVERED IN GOOD CONDITION.
 DM1056
 DM1056                          STATION RECOVERY (2016)
 DM1056
 DM1056'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (BAB)
 DM1056'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DM1083 ***********************************************************************
 DM1083  DESIGNATION -  E 304
 DM1083  PID         -  DM1083
 DM1083  STATE/COUNTY-  AR/LITTLE RIVER
 DM1083  COUNTRY     -  US
 DM1083  USGS QUAD   -  ASHDOWN WEST (2017)
 DM1083
 DM1083                         *CURRENT SURVEY CONTROL
 DM1083  ______________________________________________________________________
 DM1083* NAD 83(1986) POSITION- 33 42 41.17   (N) 094 08 49.19   (W)   HD_HELD1
 DM1083* NAVD 88 ORTHO HEIGHT -    94.061 (meters)      308.60  (feet) ADJUSTED
 DM1083  ______________________________________________________________________
 DM1083  GEOID HEIGHT    -        -27.100 (meters)                     GEOID18
 DM1083  DYNAMIC HEIGHT  -         93.964 (meters)      308.28  (feet) COMP
 DM1083  MODELED GRAVITY -    979,603.5   (mgal)                       NAVD 88
 DM1083
 DM1083  VERT ORDER      -  FIRST     CLASS II
 DM1083
 DM1083.The horizontal coordinates were determined by differentially corrected
 DM1083.hand held GPS observations or other comparable positioning techniques
 DM1083.and have an estimated accuracy of +/- 3 meters.
 DM1083
 DM1083.The orthometric height was determined by differential leveling and
 DM1083.adjusted by the NATIONAL GEODETIC SURVEY
 DM1083.in June 1991.
 DM1083
 DM1083.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1083.GEOID18 height accuracy estimate available here.
 DM1083
 DM1083.Click photographs - Photos may exist for this station.
 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     -   517,964.5     201,009.6     MT  (+/- 3 meters HH1 GPS) 
 DM1083
 DM1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT9371730751(NAD 83)
 DM1083
 DM1083                          SUPERSEDED SURVEY CONTROL
 DM1083
 DM1083.No superseded survey control is available for this station.
 DM1083
 DM1083_MARKER: DV = VERTICAL CONTROL DISK
 DM1083_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DM1083_SP_SET: CULVERT HEADWALL
 DM1083_STAMPING: E 304 1985
 DM1083_MARK LOGO: NGS
 DM1083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1083+STABILITY: SURFACE MOTION
 DM1083_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1083+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2017
 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  HISTORY     - 20160315 GOOD             ARHD
 DM1083  HISTORY     - 20170524 GOOD             ARHD
 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.
 DM1083
 DM1083                          STATION RECOVERY (2016)
 DM1083
 DM1083'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 DM1083'RECOVERED IN GOOD CONDITION.
 DM1083
 DM1083                          STATION RECOVERY (2017)
 DM1083
 DM1083'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2017 (JDH)
 DM1083'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH2614 ***********************************************************************
 EH2614  DESIGNATION -  E 305
 EH2614  PID         -  EH2614
 EH2614  STATE/COUNTY-  AR/PHILLIPS
 EH2614  COUNTRY     -  US
 EH2614  USGS QUAD   -  FRIARS POINT NW (2018)
 EH2614
 EH2614                         *CURRENT SURVEY CONTROL
 EH2614  ______________________________________________________________________
 EH2614* NAD 83(1997) POSITION- 34 23 41.11483(N) 090 42 38.39734(W)   ADJUSTED
 EH2614* NAD 83(1997) ELLIP HT-    26.503 (meters)        (09/14/99)   ADJUSTED
 EH2614* NAVD 88 ORTHO HEIGHT -    53.238 (meters)      174.67  (feet) ADJUSTED
 EH2614  ______________________________________________________________________
 EH2614  GEOID HEIGHT    -        -26.957 (meters)                     GEOID18
 EH2614  NAD 83(1997) X  -    -65,348.053 (meters)                     COMP
 EH2614  NAD 83(1997) Y  - -5,268,263.858 (meters)                     COMP
 EH2614  NAD 83(1997) Z  -  3,582,679.189 (meters)                     COMP
 EH2614  LAPLACE CORR    -          0.30  (seconds)                    DEFLEC18
 EH2614  DYNAMIC HEIGHT  -         53.185 (meters)      174.49  (feet) COMP
 EH2614  MODELED GRAVITY -    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 and
 EH2614.adjusted by the NATIONAL GEODETIC SURVEY
 EH2614.in June 1991.
 EH2614
 EH2614.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2614.GEOID18 height accuracy estimate available here.
 EH2614
 EH2614.Click photographs - Photos may exist for this station.
 EH2614
 EH2614.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH2614
 EH2614.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2614
 EH2614.The ellipsoidal height was determined by GPS observations
 EH2614.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU1045208302(NAD 83)
 EH2614
 EH2614                          SUPERSEDED SURVEY CONTROL
 EH2614
 EH2614  NAD 83(1993)-  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              53.28   (m)          174.8    (f) LEVELING    3  
 EH2614  NGVD 29 (11/26/84)   53.279  (m)          174.80   (f) ADJUSTED    1 2
 EH2614
 EH2614.Superseded values are not recommended for survey control.
 EH2614
 EH2614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2614.See file dsdata.pdf to determine how the superseded data were derived.
 EH2614
 EH2614_MARKER: I = METAL ROD
 EH2614_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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   USACE
 EH2614  HISTORY     - 20160414 MARK NOT FOUND   ARHD
 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 ARMY CORPS OF ENGINEERS 2000 (JMH)
 EH2614'NOT RECOVERED.
 EH2614
 EH2614                          STATION RECOVERY (2016)
 EH2614
 EH2614'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (VJB)
 EH2614'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DM1161 ***********************************************************************
 DM1161  DESIGNATION -  E 307
 DM1161  PID         -  DM1161
 DM1161  STATE/COUNTY-  AR/MILLER
 DM1161  COUNTRY     -  US
 DM1161  USGS QUAD   -  TEXARKANA (2019)
 DM1161
 DM1161                         *CURRENT SURVEY CONTROL
 DM1161  ______________________________________________________________________
 DM1161* NAD 83(1986) POSITION- 33 25 52.3    (N) 094 01 58.1    (W)   HD_HELD2
 DM1161* NAVD 88 ORTHO HEIGHT -    94.987 (meters)      311.64  (feet) ADJUSTED
 DM1161  ______________________________________________________________________
 DM1161  GEOID HEIGHT    -        -26.915 (meters)                     GEOID18
 DM1161  DYNAMIC HEIGHT  -         94.886 (meters)      311.31  (feet) COMP
 DM1161  MODELED GRAVITY -    979,572.8   (mgal)                       NAVD 88
 DM1161
 DM1161  VERT ORDER      -  FIRST     CLASS II
 DM1161
 DM1161.The horizontal coordinates were established by autonomous hand held GPS
 DM1161.observations and have an estimated accuracy of +/- 10 meters.
 DM1161
 DM1161.The orthometric height was determined by differential leveling and
 DM1161.adjusted by the NATIONAL GEODETIC SURVEY
 DM1161.in June 1991.
 DM1161
 DM1161.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1161.GEOID18 height accuracy estimate available here.
 DM1161
 DM1161.Click photographs - Photos may exist for this station.
 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     -   486,673.      210,975.      MT  (+/- 10 meters HH2 GPS)
 DM1161
 DM1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS0398999567(NAD 83)
 DM1161
 DM1161                          SUPERSEDED SURVEY CONTROL
 DM1161
 DM1161.No superseded survey control is available for this station.
 DM1161
 DM1161_MARKER: F = FLANGE-ENCASED ROD
 DM1161_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM1161_STAMPING: E 307 1985
 DM1161_MARK LOGO: NGS
 DM1161_PROJECTION: RECESSED 1 CENTIMETERS
 DM1161_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DM1161_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1161_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM1161+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2025
 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  HISTORY     - 20151202 GOOD             ARHD
 DM1161  HISTORY     - 20250403 GOOD             ARHD
 DM1161  HISTORY     - 20250506 GOOD             ARHD
 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.
 DM1161
 DM1161                          STATION RECOVERY (2015)
 DM1161
 DM1161'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (WDA)
 DM1161'RECOVERED IN GOOD CONDITION.
 DM1161
 DM1161                          STATION RECOVERY (2025)
 DM1161
 DM1161'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2025 (JH)
 DM1161'RECOVERED IN GOOD CONDITION.
 DM1161
 DM1161                          STATION RECOVERY (2025)
 DM1161
 DM1161'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2025 (JDH)
 DM1161'RECOVERED IN GOOD CONDITION.
 DM1161'
 DM1161'NOTE-10 FT (3.04 M) EAST OF A WITNESS POST AND PUT A MAGNET IN THE
 DM1161'SAND UNDER THE LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DM1100 ***********************************************************************
 DM1100  DESIGNATION -  E 308
 DM1100  PID         -  DM1100
 DM1100  STATE/COUNTY-  AR/LITTLE RIVER
 DM1100  COUNTRY     -  US
 DM1100  USGS QUAD   -  FOREMAN (2017)
 DM1100
 DM1100                         *CURRENT SURVEY CONTROL
 DM1100  ______________________________________________________________________
 DM1100* NAD 83(1986) POSITION- 33 41 44.03   (N) 094 23 34.68   (W)   HD_HELD1
 DM1100* NAVD 88 ORTHO HEIGHT -   133.575 (meters)      438.24  (feet) ADJUSTED
 DM1100  ______________________________________________________________________
 DM1100  GEOID HEIGHT    -        -27.074 (meters)                     GEOID18
 DM1100  DYNAMIC HEIGHT  -        133.437 (meters)      437.78  (feet) COMP
 DM1100  MODELED GRAVITY -    979,598.8   (mgal)                       NAVD 88
 DM1100
 DM1100  VERT ORDER      -  FIRST     CLASS II
 DM1100
 DM1100.The horizontal coordinates were determined by differentially corrected
 DM1100.hand held GPS observations or other comparable positioning techniques
 DM1100.and have an estimated accuracy of +/- 3 meters.
 DM1100
 DM1100.The orthometric height was determined by differential leveling and
 DM1100.adjusted by the NATIONAL GEODETIC SURVEY
 DM1100.in June 1991.
 DM1100
 DM1100.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1100.GEOID18 height accuracy estimate available here.
 DM1100
 DM1100.Click photographs - Photos may exist for this station.
 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     -   516,710.1     178,175.2     MT  (+/- 3 meters HH1 GPS) 
 DM1100
 DM1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT7090029272(NAD 83)
 DM1100
 DM1100                          SUPERSEDED SURVEY CONTROL
 DM1100
 DM1100.No superseded survey control is available for this station.
 DM1100
 DM1100_MARKER: I = METAL ROD
 DM1100_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM1100_STAMPING: E 308 1986
 DM1100_MARK LOGO: NGS
 DM1100_PROJECTION: FLUSH
 DM1100_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1100_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1100+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2016
 DM1100_ROD/PIPE-DEPTH: 4.3 meters
 DM1100
 DM1100  HISTORY     - Date     Condition        Report By
 DM1100  HISTORY     - 1986     MONUMENTED       NGS
 DM1100  HISTORY     - 20160315 GOOD             ARHD
 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.
 DM1100
 DM1100                          STATION RECOVERY (2016)
 DM1100
 DM1100'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 DM1100'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GG0910 ***********************************************************************
 GG0910  DESIGNATION -  E 309
 GG0910  PID         -  GG0910
 GG0910  STATE/COUNTY-  AR/WASHINGTON
 GG0910  COUNTRY     -  US
 GG0910  USGS QUAD   -  SPRINGDALE (2017)
 GG0910
 GG0910                         *CURRENT SURVEY CONTROL
 GG0910  ______________________________________________________________________
 GG0910* NAD 83(1986) POSITION- 36 10 40.7    (N) 094 07 52.3    (W)   HD_HELD2
 GG0910* NAVD 88 ORTHO HEIGHT -   406.647 (meters)     1334.14  (feet) ADJUSTED
 GG0910  ______________________________________________________________________
 GG0910  GEOID HEIGHT    -        -28.071 (meters)                     GEOID18
 GG0910  DYNAMIC HEIGHT  -        406.284 (meters)     1332.95  (feet) COMP
 GG0910  MODELED GRAVITY -    979,728.5   (mgal)                       NAVD 88
 GG0910
 GG0910  VERT ORDER      -  FIRST     CLASS II
 GG0910
 GG0910.The horizontal coordinates were established by autonomous hand held GPS
 GG0910.observations and have an estimated accuracy of +/- 10 meters.
 GG0910
 GG0910.The orthometric height was determined by differential leveling and
 GG0910.adjusted by the NATIONAL GEODETIC SURVEY
 GG0910.in February 2014.
 GG0910
 GG0910.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0910.GEOID18 height accuracy estimate available here.
 GG0910
 GG0910.Click photographs - Photos may exist for this station.
 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     -   206,728.      208,293.      MT  (+/- 10 meters HH2 GPS)
 GG0910
 GG0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA9827504281(NAD 83)
 GG0910
 GG0910                          SUPERSEDED SURVEY CONTROL
 GG0910
 GG0910  NAVD 88 (06/15/91)  406.643  (m)         1334.13   (f) SUPERSEDED  1 2
 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
 GG0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0910.See file dsdata.pdf to determine how the superseded data were derived.
 GG0910
 GG0910_MARKER: F = FLANGE-ENCASED ROD
 GG0910_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GG0910_STAMPING: E 309 1989
 GG0910_MARK LOGO: NGS
 GG0910_PROJECTION: FLUSH
 GG0910_MAGNETIC: I = MARKER IS A STEEL ROD
 GG0910_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0910_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0910+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2017
 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  HISTORY     - 20120209 GOOD             ARHD
 GG0910  HISTORY     - 20170503 GOOD             ARHD
 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 DEPARTMENT OF TRANSPORTATION 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
 GG0910
 GG0910                          STATION RECOVERY (2012)
 GG0910
 GG0910'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (JDH)
 GG0910'RECOVERED AS DESCRIBED.
 GG0910
 GG0910                          STATION RECOVERY (2017)
 GG0910
 GG0910'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2017 (WSJ)
 GG0910'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DM0052 ***********************************************************************
 DM0052  DESIGNATION -  E 31
 DM0052  PID         -  DM0052
 DM0052  STATE/COUNTY-  AR/LITTLE RIVER
 DM0052  COUNTRY     -  US
 DM0052  USGS QUAD   -  ASHDOWN WEST (2017)
 DM0052
 DM0052                         *CURRENT SURVEY CONTROL
 DM0052  ______________________________________________________________________
 DM0052* NAD 83(1986) POSITION- 33 40 46.     (N) 094 12 46.     (W)   SCALED
 DM0052* NAVD 88 ORTHO HEIGHT -   100.448 (meters)      329.55  (feet) ADJUSTED
 DM0052  ______________________________________________________________________
 DM0052  GEOID HEIGHT    -        -27.060 (meters)                     GEOID18
 DM0052  DYNAMIC HEIGHT  -        100.343 (meters)      329.21  (feet) COMP
 DM0052  MODELED GRAVITY -    979,598.2   (mgal)                       NAVD 88
 DM0052
 DM0052  VERT ORDER      -  FIRST     CLASS II
 DM0052
 DM0052.The horizontal coordinates were scaled from a map and have
 DM0052.an estimated accuracy of +/- 6 seconds.
 DM0052
 DM0052.The orthometric height was determined by differential leveling and
 DM0052.adjusted by the NATIONAL GEODETIC SURVEY
 DM0052.in June 1991.
 DM0052
 DM0052.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM0052.GEOID18 height accuracy estimate available here.
 DM0052
 DM0052.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT875272(NAD 83)
 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
 DM0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0052.See file dsdata.pdf to determine how the superseded data were derived.
 DM0052
 DM0052_MARKER: DB = BENCH MARK DISK
 DM0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0052_STAMPING: E 31 1934
 DM0052_MARK LOGO: CGS
 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             CGS
 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DL1253 ***********************************************************************
 DL1253  DESIGNATION -  E 310
 DL1253  PID         -  DL1253
 DL1253  STATE/COUNTY-  AR/MILLER
 DL1253  COUNTRY     -  US
 DL1253  USGS QUAD   -  GARLAND (2017)
 DL1253
 DL1253                         *CURRENT SURVEY CONTROL
 DL1253  ______________________________________________________________________
 DL1253* NAD 83(1986) POSITION- 33 21 34.     (N) 093 42 36.     (W)   SCALED
 DL1253* NAVD 88 ORTHO HEIGHT -    71.290 (meters)      233.89  (feet) ADJUSTED
 DL1253  ______________________________________________________________________
 DL1253  GEOID HEIGHT    -        -26.797 (meters)                     GEOID18
 DL1253  DYNAMIC HEIGHT  -         71.214 (meters)      233.64  (feet) COMP
 DL1253  MODELED GRAVITY -    979,567.4   (mgal)                       NAVD 88
 DL1253
 DL1253  VERT ORDER      -  FIRST     CLASS II
 DL1253
 DL1253.The horizontal coordinates were scaled from a map and have
 DL1253.an estimated accuracy of +/- 6 seconds.
 DL1253
 DL1253.The orthometric height was determined by differential leveling and
 DL1253.adjusted by the NATIONAL GEODETIC SURVEY
 DL1253.in June 1991.
 DL1253
 DL1253.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1253.GEOID18 height accuracy estimate available here.
 DL1253
 DL1253.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS339913(NAD 83)
 DL1253
 DL1253                          SUPERSEDED SURVEY CONTROL
 DL1253
 DL1253.No superseded survey control is available for this station.
 DL1253
 DL1253_MARKER: I = METAL ROD
 DL1253_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 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 DEPARTMENT OF TRANSPORTATION 2004 (WDA)
 DL1253'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FH1200 ***********************************************************************
 FH1200  DESIGNATION -  E 311
 FH1200  PID         -  FH1200
 FH1200  STATE/COUNTY-  AR/SEBASTIAN
 FH1200  COUNTRY     -  US
 FH1200  USGS QUAD   -  FORT SMITH (2017)
 FH1200
 FH1200                         *CURRENT SURVEY CONTROL
 FH1200  ______________________________________________________________________
 FH1200* NAD 83(1986) POSITION- 35 25 12.     (N) 094 23 15.     (W)   SCALED
 FH1200* NAVD 88 ORTHO HEIGHT -   139.605 (meters)      458.02  (feet) ADJUSTED
 FH1200  ______________________________________________________________________
 FH1200  GEOID HEIGHT    -        -29.957 (meters)                     GEOID18
 FH1200  DYNAMIC HEIGHT  -        139.474 (meters)      457.59  (feet) COMP
 FH1200  MODELED GRAVITY -    979,694.1   (mgal)                       NAVD 88
 FH1200
 FH1200  VERT ORDER      -  FIRST     CLASS II
 FH1200
 FH1200.The horizontal coordinates were scaled from a map and have
 FH1200.an estimated accuracy of +/- 6 seconds.
 FH1200
 FH1200.The orthometric height was determined by differential leveling and
 FH1200.adjusted by the NATIONAL GEODETIC SURVEY
 FH1200.in June 1991.
 FH1200
 FH1200.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1200.GEOID18 height accuracy estimate available here.
 FH1200
 FH1200.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV740205(NAD 83)
 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
 FH1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1200.See file dsdata.pdf to determine how the superseded data were derived.
 FH1200
 FH1200_MARKER: I = METAL ROD
 FH1200_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 FH1223 ***********************************************************************
 FH1223  DESIGNATION -  E 312
 FH1223  PID         -  FH1223
 FH1223  STATE/COUNTY-  AR/CRAWFORD
 FH1223  COUNTRY     -  US
 FH1223  USGS QUAD   -  MOUNTAINBURG (2017)
 FH1223
 FH1223                         *CURRENT SURVEY CONTROL
 FH1223  ______________________________________________________________________
 FH1223* NAD 83(1986) POSITION- 35 39 54.19   (N) 094 09 21.25   (W)   HD_HELD1
 FH1223* NAVD 88 ORTHO HEIGHT -   323.278 (meters)     1060.62  (feet) ADJUSTED
 FH1223  ______________________________________________________________________
 FH1223  GEOID HEIGHT    -        -28.696 (meters)                     GEOID18
 FH1223  DYNAMIC HEIGHT  -        322.976 (meters)     1059.63  (feet) COMP
 FH1223  MODELED GRAVITY -    979,689.8   (mgal)                       NAVD 88
 FH1223
 FH1223  VERT ORDER      -  FIRST     CLASS II
 FH1223
 FH1223.The horizontal coordinates were determined by differentially corrected
 FH1223.hand held GPS observations or other comparable positioning techniques
 FH1223.and have an estimated accuracy of +/- 3 meters.
 FH1223
 FH1223.The orthometric height was determined by differential leveling and
 FH1223.adjusted by the NATIONAL GEODETIC SURVEY
 FH1223.in June 1991.
 FH1223
 FH1223.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1223.GEOID18 height accuracy estimate available here.
 FH1223
 FH1223.Click photographs - Photos may exist for this station.
 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     -   149,880.0     204,825.1     MT  (+/- 3 meters HH1 GPS) 
 FH1223
 FH1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9538047414(NAD 83)
 FH1223
 FH1223                          SUPERSEDED SURVEY CONTROL
 FH1223
 FH1223  NGVD 29 (10/05/93)  323.142  (m)         1060.18   (f) ADJUSTED    1 2
 FH1223
 FH1223.Superseded values are not recommended for survey control.
 FH1223
 FH1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1223.See file dsdata.pdf to determine how the superseded data were derived.
 FH1223
 FH1223_MARKER: DV = VERTICAL CONTROL DISK
 FH1223_SETTING: 66 = SET IN ROCK OUTCROP
 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 = MARCH 20, 2026 22:17:28 EDT
 FH1247 ***********************************************************************
 FH1247  DESIGNATION -  E 313
 FH1247  PID         -  FH1247
 FH1247  STATE/COUNTY-  AR/WASHINGTON
 FH1247  COUNTRY     -  US
 FH1247  USGS QUAD   -  WEST FORK (2017)
 FH1247
 FH1247                         *CURRENT SURVEY CONTROL
 FH1247  ______________________________________________________________________
 FH1247* NAD 83(1986) POSITION- 35 53 06.2    (N) 094 10 03.5    (W)   HD_HELD2
 FH1247* NAVD 88 ORTHO HEIGHT -   426.111 (meters)     1398.00  (feet) ADJUSTED
 FH1247  ______________________________________________________________________
 FH1247  GEOID HEIGHT    -        -28.092 (meters)                     GEOID18
 FH1247  DYNAMIC HEIGHT  -        425.718 (meters)     1396.71  (feet) COMP
 FH1247  MODELED GRAVITY -    979,695.9   (mgal)                       NAVD 88
 FH1247
 FH1247  VERT ORDER      -  FIRST     CLASS II
 FH1247
 FH1247.The horizontal coordinates were established by autonomous hand held GPS
 FH1247.observations and have an estimated accuracy of +/- 10 meters.
 FH1247
 FH1247.The orthometric height was determined by differential leveling and
 FH1247.adjusted by the NATIONAL GEODETIC SURVEY
 FH1247.in June 1991.
 FH1247
 FH1247.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1247.GEOID18 height accuracy estimate available here.
 FH1247
 FH1247.Click photographs - Photos may exist for this station.
 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     -   174,306.      204,300.      MT  (+/- 10 meters HH2 GPS)
 FH1247
 FH1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9460871829(NAD 83)
 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
 FH1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1247.See file dsdata.pdf to determine how the superseded data were derived.
 FH1247
 FH1247_MARKER: DV = VERTICAL CONTROL DISK
 FH1247_SETTING: 66 = SET IN ROCK OUTCROP
 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 - December 19, 2013
 FH1247
 FH1247  HISTORY     - Date     Condition        Report By
 FH1247  HISTORY     - 1989     MONUMENTED       NGS
 FH1247  HISTORY     - 20030623 GOOD             ARHD
 FH1247  HISTORY     - 20131217 GOOD             ARHD
 FH1247  HISTORY     - 20131219 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 DEPARTMENT OF TRANSPORTATION 2003
 FH1247'RECOVERED IN GOOD CONDITION.
 FH1247
 FH1247                          STATION RECOVERY (2013)
 FH1247
 FH1247'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (WDA)
 FH1247'RECOVERED IN GOOD CONDITION.
 FH1247
 FH1247                          STATION RECOVERY (2013)
 FH1247
 FH1247'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (WDA)
 FH1247'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF2174 ***********************************************************************
 FF2174  DESIGNATION -  E 314
 FF2174  PID         -  FF2174
 FF2174  STATE/COUNTY-  AR/CRITTENDEN
 FF2174  COUNTRY     -  US
 FF2174  USGS QUAD   -  JERICHO (2017)
 FF2174
 FF2174                         *CURRENT SURVEY CONTROL
 FF2174  ______________________________________________________________________
 FF2174* NAD 83(1986) POSITION- 35 15 47.16   (N) 090 13 05.14   (W)   HD_HELD1
 FF2174* NAVD 88 ORTHO HEIGHT -    67.260 (meters)      220.67  (feet) ADJUSTED
 FF2174  ______________________________________________________________________
 FF2174  GEOID HEIGHT    -        -27.363 (meters)                     GEOID18
 FF2174  DYNAMIC HEIGHT  -         67.200 (meters)      220.47  (feet) COMP
 FF2174  MODELED GRAVITY -    979,741.8   (mgal)                       NAVD 88
 FF2174
 FF2174  VERT ORDER      -  FIRST     CLASS II
 FF2174
 FF2174.The horizontal coordinates were determined by differentially corrected
 FF2174.hand held GPS observations or other comparable positioning techniques
 FF2174.and have an estimated accuracy of +/- 3 meters.
 FF2174
 FF2174.The orthometric height was determined by differential leveling and
 FF2174.adjusted by the NATIONAL GEODETIC SURVEY
 FF2174.in January 1995.
 FF2174
 FF2174.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF2174.GEOID18 height accuracy estimate available here.
 FF2174
 FF2174.Click photographs - Photos may exist for this station.
 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     -   104,616.6     562,127.8     MT  (+/- 3 meters HH1 GPS) 
 FF2174
 FF2174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV5307105769(NAD 83)
 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
 FF2174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2174.See file dsdata.pdf to determine how the superseded data were derived.
 FF2174
 FF2174_MARKER: F = FLANGE-ENCASED ROD
 FF2174_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 - June 20, 2021
 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  HISTORY     - 20210620 GOOD             ARHD
 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.
 FF2174
 FF2174                          STATION RECOVERY (2021)
 FF2174
 FF2174'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2021 (JDH)
 FF2174'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF2196 ***********************************************************************
 FF2196  DESIGNATION -  E 315
 FF2196  PID         -  FF2196
 FF2196  STATE/COUNTY-  AR/POINSETT
 FF2196  COUNTRY     -  US
 FF2196  USGS QUAD   -  MARKED TREE (2017)
 FF2196
 FF2196                         *CURRENT SURVEY CONTROL
 FF2196  ______________________________________________________________________
 FF2196* NAD 83(1986) POSITION- 35 32 17.     (N) 090 29 18.     (W)   SCALED
 FF2196* NAVD 88 ORTHO HEIGHT -    69.451 (meters)      227.86  (feet) ADJUSTED
 FF2196  ______________________________________________________________________
 FF2196  GEOID HEIGHT    -        -27.704 (meters)                     GEOID18
 FF2196  DYNAMIC HEIGHT  -         69.390 (meters)      227.66  (feet) COMP
 FF2196  MODELED GRAVITY -    979,756.8   (mgal)                       NAVD 88
 FF2196
 FF2196  VERT ORDER      -  FIRST     CLASS II
 FF2196
 FF2196.The horizontal coordinates were scaled from a map and have
 FF2196.an estimated accuracy of +/- 6 seconds.
 FF2196
 FF2196.The orthometric height was determined by differential leveling and
 FF2196.adjusted by the NATIONAL GEODETIC SURVEY
 FF2196.in January 1995.
 FF2196
 FF2196.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF2196.GEOID18 height accuracy estimate available here.
 FF2196
 FF2196.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV277356(NAD 83)
 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
 FF2196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2196.See file dsdata.pdf to determine how the superseded data were derived.
 FF2196
 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 = MARCH 20, 2026 22:17:28 EDT
 GE1216 ***********************************************************************
 GE1216  DESIGNATION -  E 316
 GE1216  PID         -  GE1216
 GE1216  STATE/COUNTY-  AR/LAWRENCE
 GE1216  COUNTRY     -  US
 GE1216  USGS QUAD   -  BLACK ROCK (2017)
 GE1216
 GE1216                         *CURRENT SURVEY CONTROL
 GE1216  ______________________________________________________________________
 GE1216* NAD 83(1986) POSITION- 36 05 38.     (N) 091 05 15.     (W)   SCALED
 GE1216* NAVD 88 ORTHO HEIGHT -    76.605 (meters)      251.33  (feet) ADJUSTED
 GE1216  ______________________________________________________________________
 GE1216  GEOID HEIGHT    -        -28.138 (meters)                     GEOID18
 GE1216  DYNAMIC HEIGHT  -         76.542 (meters)      251.12  (feet) COMP
 GE1216  MODELED GRAVITY -    979,804.5   (mgal)                       NAVD 88
 GE1216
 GE1216  VERT ORDER      -  FIRST     CLASS II
 GE1216
 GE1216.The horizontal coordinates were scaled from a map and have
 GE1216.an estimated accuracy of +/- 6 seconds.
 GE1216
 GE1216.The orthometric height was determined by differential leveling and
 GE1216.adjusted by the NATIONAL GEODETIC SURVEY
 GE1216.in January 1995.
 GE1216
 GE1216.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE1216.GEOID18 height accuracy estimate available here.
 GE1216
 GE1216.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV721960(NAD 83)
 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
 GE1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1216.See file dsdata.pdf to determine how the superseded data were derived.
 GE1216
 GE1216_MARKER: I = METAL ROD
 GE1216_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0083 ***********************************************************************
 GE0083  DESIGNATION -  E 32
 GE0083  PID         -  GE0083
 GE0083  STATE/COUNTY-  AR/CLAY
 GE0083  COUNTRY     -  US
 GE0083  USGS QUAD   -  RECTOR (2017)
 GE0083
 GE0083                         *CURRENT SURVEY CONTROL
 GE0083  ______________________________________________________________________
 GE0083* NAD 83(1986) POSITION- 36 17 04.7    (N) 090 15 57.3    (W)   HD_HELD2
 GE0083* NAVD 88 ORTHO HEIGHT -    84.518 (meters)      277.29  (feet) ADJUSTED
 GE0083  ______________________________________________________________________
 GE0083  GEOID HEIGHT    -        -28.491 (meters)                     GEOID18
 GE0083  DYNAMIC HEIGHT  -         84.449 (meters)      277.06  (feet) COMP
 GE0083  MODELED GRAVITY -    979,813.0   (mgal)                       NAVD 88
 GE0083
 GE0083  VERT ORDER      -  FIRST     CLASS II
 GE0083
 GE0083.The horizontal coordinates were established by autonomous hand held GPS
 GE0083.observations and have an estimated accuracy of +/- 10 meters.
 GE0083
 GE0083.The orthometric height was determined by differential leveling and
 GE0083.adjusted by the NATIONAL GEODETIC SURVEY
 GE0083.in June 1991.
 GE0083
 GE0083.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0083.GEOID18 height accuracy estimate available here.
 GE0083
 GE0083.Click photographs - Photos may exist for this station.
 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     -   217,861.      555,781.      MT  (+/- 10 meters HH2 GPS)
 GE0083
 GE0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA4555618988(NAD 83)
 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
 GE0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0083.See file dsdata.pdf to determine how the superseded data were derived.
 GE0083
 GE0083_MARKER: DB = BENCH MARK DISK
 GE0083_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GE0083_SP_SET: BOX CULVERT HEADWALL
 GE0083_STAMPING: E 32 1933
 GE0083_MARK LOGO: CGS
 GE0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0083+STABILITY: SURFACE MOTION
 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             CGS
 GE0083  HISTORY     - 20020801 GOOD             USACE
 GE0083
 GE0083                          STATION DESCRIPTION
 GE0083
 GE0083'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DK2862 ***********************************************************************
 DK2862  DESIGNATION -  E 320
 DK2862  PID         -  DK2862
 DK2862  STATE/COUNTY-  AR/PULASKI
 DK2862  COUNTRY     -  US
 DK2862  USGS QUAD   -  LITTLE ROCK (2017)
 DK2862
 DK2862                         *CURRENT SURVEY CONTROL
 DK2862  ______________________________________________________________________
 DK2862* NAD 83(1986) POSITION- 34 39 16.     (N) 092 18 10.     (W)   SCALED
 DK2862* NAVD 88 ORTHO HEIGHT -    89.053 (meters)      292.17  (feet) ADJUSTED
 DK2862  ______________________________________________________________________
 DK2862  GEOID HEIGHT    -        -26.475 (meters)                     GEOID18
 DK2862  DYNAMIC HEIGHT  -         88.970 (meters)      291.90  (feet) COMP
 DK2862  MODELED GRAVITY -    979,694.7   (mgal)                       NAVD 88
 DK2862
 DK2862  VERT ORDER      -  FIRST     CLASS II
 DK2862
 DK2862.The horizontal coordinates were scaled from a map and have
 DK2862.an estimated accuracy of +/- 6 seconds.
 DK2862
 DK2862.The orthometric height was determined by differential leveling and
 DK2862.adjusted by the NATIONAL GEODETIC SURVEY
 DK2862.in May 2008.
 DK2862
 DK2862.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK2862.GEOID18 height accuracy estimate available here.
 DK2862
 DK2862.Click photographs - Photos may exist for this station.
 DK2862
 DK2862.The dynamic height is computed by dividing the NAVD 88
 DK2862.geopotential number by the normal gravity value computed on the
 DK2862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2862.degrees latitude (g = 980.6199 gals.).
 DK2862
 DK2862.The modeled gravity was interpolated from observed gravity values.
 DK2862
 DK2862;                    North         East    Units  Estimated Accuracy
 DK2862;SPC AR S     -   620,520.      372,250.      MT  (+/- 180 meters Scaled)
 DK2862
 DK2862_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU638349(NAD 83)
 DK2862
 DK2862                          SUPERSEDED SURVEY CONTROL
 DK2862
 DK2862.No superseded survey control is available for this station.
 DK2862
 DK2862_MARKER: DB = BENCH MARK DISK
 DK2862_SETTING: 66 = SET IN ROCK OUTCROP
 DK2862_STAMPING: E 320 2007
 DK2862_MARK LOGO: ARHD
 DK2862_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK2862_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK2862_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2862+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2007
 DK2862
 DK2862  HISTORY     - Date     Condition        Report By
 DK2862  HISTORY     - 20070405 MONUMENTED       ARHD
 DK2862
 DK2862                          STATION DESCRIPTION
 DK2862
 DK2862'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2007
 DK2862'THE MARK IS LOCATED ABOUT 5.0 MI (8.0 KM) SOUTHWEST OF LITTLE ROCK
 DK2862'ARKANSAS.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DK2862'
 DK2862'TO REACH FROM THE INTERSECTION OF US INTERSTATE HIGHWAY 530 AND STATE
 DK2862'HIGHWAY 338 SOUTH OF LITTLE ROCK, GO WEST ON HIGHWAY 338 FOR 2.9 MI
 DK2862'(4.7 KM) TO THE STATION ON THE RIGHT.  SET IN A 3 X 3 PIECE OF ROCK
 DK2862'OUTCROP.
 DK2862'
 DK2862'11.6 METERS SOUTH OF THE OF A DRIVE, 9.2 METERS NORTH OF THE CENTER
 DK2862'LINE OF THE HIGHWAY, 8.2 METERS WEST OF A POWER POLE,  AND 8.0 M (26.2
 DK2862'FT) SOUTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK2859 ***********************************************************************
 DK2859  DESIGNATION -  E 321
 DK2859  PID         -  DK2859
 DK2859  STATE/COUNTY-  AR/PULASKI
 DK2859  COUNTRY     -  US
 DK2859  USGS QUAD   -  PINNACLE MOUNTAIN (2017)
 DK2859
 DK2859                         *CURRENT SURVEY CONTROL
 DK2859  ______________________________________________________________________
 DK2859* NAD 83(1986) POSITION- 34 46 49.97   (N) 092 24 06.89   (W)   HD_HELD1
 DK2859* NAVD 88 ORTHO HEIGHT -   145.238 (meters)      476.50  (feet) ADJUSTED
 DK2859  ______________________________________________________________________
 DK2859  GEOID HEIGHT    -        -26.813 (meters)                     GEOID18
 DK2859  DYNAMIC HEIGHT  -        145.102 (meters)      476.06  (feet) COMP
 DK2859  MODELED GRAVITY -    979,699.1   (mgal)                       NAVD 88
 DK2859
 DK2859  VERT ORDER      -  FIRST     CLASS II
 DK2859
 DK2859.The horizontal coordinates were determined by differentially corrected
 DK2859.hand held GPS observations or other comparable positioning techniques
 DK2859.and have an estimated accuracy of +/- 3 meters.
 DK2859
 DK2859.The orthometric height was determined by differential leveling and
 DK2859.adjusted by the NATIONAL GEODETIC SURVEY
 DK2859.in May 2008.
 DK2859
 DK2859.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK2859.GEOID18 height accuracy estimate available here.
 DK2859
 DK2859.Click photographs - Photos may exist for this station.
 DK2859
 DK2859.The dynamic height is computed by dividing the NAVD 88
 DK2859.geopotential number by the normal gravity value computed on the
 DK2859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2859.degrees latitude (g = 980.6199 gals.).
 DK2859
 DK2859.The modeled gravity was interpolated from observed gravity values.
 DK2859
 DK2859;                    North         East    Units  Estimated Accuracy
 DK2859;SPC AR S     -   634,536.0     363,212.3     MT  (+/- 3 meters HH1 GPS) 
 DK2859
 DK2859_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5472248869(NAD 83)
 DK2859
 DK2859                          SUPERSEDED SURVEY CONTROL
 DK2859
 DK2859.No superseded survey control is available for this station.
 DK2859
 DK2859_MARKER: F = FLANGE-ENCASED ROD
 DK2859_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DK2859_STAMPING: E 321 2007
 DK2859_MARK LOGO: NGS
 DK2859_PROJECTION: RECESSED 3 CENTIMETERS
 DK2859_MAGNETIC: I = MARKER IS A STEEL ROD
 DK2859_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK2859_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2859+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2015
 DK2859_ROD/PIPE-DEPTH: 3.8 meters
 DK2859_SLEEVE-DEPTH  : 1.0 meters
 DK2859
 DK2859  HISTORY     - Date     Condition        Report By
 DK2859  HISTORY     - 20070419 MONUMENTED       ARHD
 DK2859  HISTORY     - 20120302 GOOD             ARHD
 DK2859  HISTORY     - 20150321 GOOD             INDIV
 DK2859
 DK2859                          STATION DESCRIPTION
 DK2859
 DK2859'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2007
 DK2859'THE MARK IS LOCATED ABOUT 2.0 MILES WEST OF LITTLE ROCK ARKANSAS.
 DK2859'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DK2859'
 DK2859'TO REACH FROM THE INTERSECTION OF INTERSTATE HIGHWAY 630 AND
 DK2859'SHACKLEFORD ROAD, GO NORTH ON SHACKLEFORD ROAD FOR 1.7 MILES TO THE
 DK2859'JUNCTION OF RODNEY PARHAM ROAD. TURN RIGHT ON RODNEY PARHAM ROAD AND
 DK2859'GO 1.0 MILES TO THE STATION ON THE RIGHT. AT FIRST BAPTIST CHURCH.
 DK2859'
 DK2859'14.0 METERS EAST OF THE CENTER OF RODNEY PARHAM ROAD, 9.0 METERS SOUTH
 DK2859'OF THE CENTER OF HAPPY VALLEY DRIVE, 5.0 METERS EAST OF A POLE, 4.3
 DK2859'METERS SOUTHWEST OF A POLE, AND 4.0 METERS SOUTHEAST OF A WATER VALVE.
 DK2859'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5 INCH LOGO CAP.
 DK2859
 DK2859                          STATION RECOVERY (2012)
 DK2859
 DK2859'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (JDH)
 DK2859'RECOVERED AS DESCRIBED
 DK2859
 DK2859                          STATION RECOVERY (2015)
 DK2859
 DK2859'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015
 DK2859'RECOVERED AS DESCRIBED
 DK2859'SEE ALSO OPUS DB
 DK2859'LAT. 34 46 49.97505
 DK2859'LON. -92 24 6.88694
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO4783 ***********************************************************************
 DO4783  DESIGNATION -  E 326
 DO4783  PID         -  DO4783
 DO4783  STATE/COUNTY-  AR/POPE
 DO4783  COUNTRY     -  US
 DO4783  USGS QUAD   -  RUSSELLVILLE WEST (2017)
 DO4783
 DO4783                         *CURRENT SURVEY CONTROL
 DO4783  ______________________________________________________________________
 DO4783* NAD 83(1986) POSITION- 35 17 39.7    (N) 093 10 05.4    (W)   HD_HELD2
 DO4783* NAVD 88 ORTHO HEIGHT -   112.939 (meters)      370.53  (feet) ADJUSTED
 DO4783  ______________________________________________________________________
 DO4783  GEOID HEIGHT    -        -29.209 (meters)                     GEOID18
 DO4783  DYNAMIC HEIGHT  -        112.832 (meters)      370.18  (feet) COMP
 DO4783  MODELED GRAVITY -    979,682.4   (mgal)                       NAVD 88
 DO4783
 DO4783  VERT ORDER      -  FIRST     CLASS II
 DO4783
 DO4783.The horizontal coordinates were established by autonomous hand held GPS
 DO4783.observations and have an estimated accuracy of +/- 10 meters.
 DO4783
 DO4783.The orthometric height was determined by differential leveling and
 DO4783.adjusted by the NATIONAL GEODETIC SURVEY
 DO4783.in April 2013.
 DO4783
 DO4783.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO4783.GEOID18 height accuracy estimate available here.
 DO4783
 DO4783.Click photographs - Photos may exist for this station.
 DO4783
 DO4783.The dynamic height is computed by dividing the NAVD 88
 DO4783.geopotential number by the normal gravity value computed on the
 DO4783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO4783.degrees latitude (g = 980.6199 gals.).
 DO4783
 DO4783.The modeled gravity was interpolated from observed gravity values.
 DO4783
 DO4783;                    North         East    Units  Estimated Accuracy
 DO4783;SPC AR N     -   107,248.      293,751.      MT  (+/- 10 meters HH2 GPS)
 DO4783
 DO4783_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV8470905700(NAD 83)
 DO4783
 DO4783                          SUPERSEDED SURVEY CONTROL
 DO4783
 DO4783.No superseded survey control is available for this station.
 DO4783
 DO4783_MARKER: DV = VERTICAL CONTROL DISK
 DO4783_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DO4783_SP_SET: HEADWALL
 DO4783_STAMPING: E 326 2009
 DO4783_MARK LOGO: ARHD
 DO4783_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO4783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO4783+STABILITY: SURFACE MOTION
 DO4783_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO4783+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2009
 DO4783
 DO4783  HISTORY     - Date     Condition        Report By
 DO4783  HISTORY     - 20090506 MONUMENTED       ARHD
 DO4783
 DO4783                          STATION DESCRIPTION
 DO4783
 DO4783'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2009 (DS)
 DO4783'THE STATION IS LOCATED ABOUT 1.5 MI (2.4 KM) WEST OF
 DO4783'RUSSELLVILLE.OWNERSHIP--ROAD RIGHT-OF-WAY.
 DO4783'
 DO4783'TO REACH FROM THE INTERSECTION OF U.S HIGHWAY 64 AND STATE HIGHWAY 7
 DO4783'IN RUSSELLVILLE, GO WEST ON HIGHWAY 64 FOR 2.4 MI (3.9 KM) TO THE
 DO4783'STATION ON THE LEFT, IN THE NORTHWEST END OF A HEADWALL.
 DO4783'
 DO4783'IT IS 12.3 M (40.4 FT) SOUTHWEST OF CENTER OF HIGHWAY, 6.9 M (22.6 FT)
 DO4783'SOUTHEAST OF COMBINATION POLE WITH A GUY WIRE, 2.3 M (7.5 FT)
 DO4783'SOUTHWEST OF THE CENTER OF A MAN HOLE, 0.2 M (0.7 FT) NORTHEAST OF A
 DO4783'FIBERGLASS WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DS1596 ***********************************************************************
 DS1596  HT_MOD      -  This is a Height Modernization Survey Station.
 DS1596  DESIGNATION -  E 327
 DS1596  PID         -  DS1596
 DS1596  STATE/COUNTY-  AR/CHICOT
 DS1596  COUNTRY     -  US
 DS1596  USGS QUAD   -  RED LEAF (2017)
 DS1596
 DS1596                         *CURRENT SURVEY CONTROL
 DS1596  ______________________________________________________________________
 DS1596* NAD 83(2011) POSITION- 33 16 27.54006(N) 091 09 35.82370(W)   ADJUSTED
 DS1596* NAD 83(2011) ELLIP HT-    18.464 (meters)        (03/28/24)   ADJUSTED
 DS1596* NAD 83(2011) EPOCH   -  2010.00
 DS1596* NAVD 88 ORTHO HEIGHT -    44.71  (meters)      146.7   (feet) GPS OBS
 DS1596  ______________________________________________________________________
 DS1596  GEOID HEIGHT    -        -26.266 (meters)                     GEOID18
 DS1596  NAD 83(2011) X  -   -108,057.391 (meters)                     COMP
 DS1596  NAD 83(2011) Y  - -5,336,765.473 (meters)                     COMP
 DS1596  NAD 83(2011) Z  -  3,479,444.397 (meters)                     COMP
 DS1596  LAPLACE CORR    -         -2.56  (seconds)                    DEFLEC18
 DS1596
 DS1596  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS1596  Standards:
 DS1596         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS1596            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS1596  -------------------------------------------------------------------
 DS1596  NETWORK    0.47   0.88           0.18   0.20   0.45     -0.03151202
 DS1596  -------------------------------------------------------------------
 DS1596  Click here for local accuracies and other accuracy information.
 DS1596
 DS1596.The horizontal coordinates were established by GPS observations
 DS1596.and adjusted by the ARKANSAS DEPT OF TRANS in March 2024.
 DS1596
 DS1596.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS1596.been affixed to the stable North American tectonic plate. See 
 DS1596.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS1596
 DS1596.The horizontal coordinates are valid at the epoch date displayed above
 DS1596.which is a decimal equivalence of Year/Month/Day.
 DS1596
 DS1596.The orthometric height was determined by GPS observations and a
 DS1596.high-resolution geoid model using precise GPS observation and
 DS1596.processing techniques.
 DS1596
 DS1596.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS1596.GEOID18 height accuracy estimate available here.
 DS1596
 DS1596.Click photographs - Photos may exist for this station.
 DS1596
 DS1596.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS1596
 DS1596.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS1596
 DS1596.The ellipsoidal height was determined by GPS observations
 DS1596.and is referenced to NAD 83.
 DS1596
 DS1596. The following values were computed from the NAD 83(2011) position.
 DS1596
 DS1596;                    North         East     Units Scale Factor Converg.
 DS1596;SPC AR S     -   467,718.217   478,261.016   MT  1.00000579   +0 28 12.6
 DS1596;SPC AR S     - 1,534,505.52  1,569,094.68   sFT  1.00000579   +0 28 12.6
 DS1596;UTM  15      - 3,683,208.432   671,367.639   MT  0.99996208   +1 00 35.2
 DS1596
 DS1596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1596!SPC AR S     -   0.99999710  x   1.00000579  =   1.00000289
 DS1596!UTM  15      -   0.99999710  x   0.99996208  =   0.99995918
 DS1596
 DS1596_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS7136783208(NAD 83)
 DS1596
 DS1596                          SUPERSEDED SURVEY CONTROL
 DS1596
 DS1596.No superseded survey control is available for this station.
 DS1596
 DS1596_MARKER: F = FLANGE-ENCASED ROD
 DS1596_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DS1596_STAMPING: E 327 2009
 DS1596_MARK LOGO: ARHD
 DS1596_PROJECTION: FLUSH
 DS1596_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DS1596_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS1596_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS1596+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2024
 DS1596_ROD/PIPE-DEPTH: 15.5 meters
 DS1596_SLEEVE-DEPTH  : 0 meters
 DS1596
 DS1596  HISTORY     - Date     Condition        Report By
 DS1596  HISTORY     - 2009     MONUMENTED       ARHD
 DS1596  HISTORY     - 20240205 GOOD             ARHD
 DS1596
 DS1596                          STATION DESCRIPTION
 DS1596
 DS1596'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (JDH)
 DS1596'THE MARK IS LOCATED ABOUT 7.9 MI (12.7 KM) SOUTH-SOUTHEAST OF LUNA,
 DS1596'3.6 MI (5.8 KM) NORTH-NORTHEAST OF EMINENCE AND 2.1 MI (3.4 KM) EAST
 DS1596'OF RED LEAF.  CORPS OF ENGINEER.
 DS1596'
 DS1596'TO REACH FROM THE INTERSECTION OF US HIGHWAY 82 AND STATE HIGHWAY 142,
 DS1596'HEAD SOUTH ALONG HIGHWAY 142 FOR 0.30 MI (0.48 KM) TO A DIRT ROAD
 DS1596'GOING TO THE MISSISSIPPI RIVER LEVEE.  TURN LEFT AND HEAD NORTH ALONG
 DS1596'THE DIRT ROAD FOR 0.25 MI (0.40 KM) TO THE MISSISSIPPI RIVER LEVEE.
 DS1596'TURN RIGHT AND HEAD EAST ALONG THE MISSISSIPPI RIVER LEVEE FOR 0.25 MI
 DS1596'(0.40 KM) TO THE STATION ON THE LEFT.
 DS1596'
 DS1596'IT IS ROD MARK, 24 FT (7.3 M) SOUTHEAST OF MISSISSIPPI RIVER LEVEE
 DS1596'CENTERLINE, 18 FT (5.5 M) NORTHEAST OF GRAVEL ROAD ALONG THE
 DS1596'MISSISSIPPI RIVER LEVEE CENTERLINE, 6 FT (1.8 M) NORTHWEST OF A
 DS1596'WITNESS POST AND BARB WIRE FENCE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0105 ***********************************************************************
 FF0105  DESIGNATION -  E 33
 FF0105  PID         -  FF0105
 FF0105  STATE/COUNTY-  AR/CRAIGHEAD
 FF0105  COUNTRY     -  US
 FF0105  USGS QUAD   -  LAKE CITY (2017)
 FF0105
 FF0105                         *CURRENT SURVEY CONTROL
 FF0105  ______________________________________________________________________
 FF0105* NAD 83(1986) POSITION- 35 49 08.     (N) 090 29 28.     (W)   SCALED
 FF0105* NAVD 88 ORTHO HEIGHT -    72.017 (meters)      236.28  (feet) POSTED
 FF0105  ______________________________________________________________________
 FF0105  GEOID HEIGHT    -        -27.978 (meters)                     GEOID18
 FF0105  DYNAMIC HEIGHT  -         71.96  (meters)      236.1   (feet) COMP
 FF0105  MODELED GRAVITY -    979,781.5   (mgal)                       NAVD 88
 FF0105
 FF0105  VERT ORDER      -  * POSTED, SEE BELOW
 FF0105
 FF0105.The horizontal coordinates were scaled from a 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
 FF0105.* This is a POSTED BENCH MARK height.
 FF0105
 FF0105.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0105.GEOID18 height accuracy estimate available here.
 FF0105
 FF0105.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV266667(NAD 83)
 FF0105
 FF0105                          SUPERSEDED SURVEY CONTROL
 FF0105
 FF0105  NGVD 29 (11/26/84)   71.956  (m)          236.08   (f) ADJUSTED    1 2
 FF0105
 FF0105.Superseded values are not recommended for survey control.
 FF0105
 FF0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0105.See file dsdata.pdf to determine how the superseded data were derived.
 FF0105
 FF0105_MARKER: DB = BENCH MARK DISK
 FF0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0105_STAMPING: E 33 1933
 FF0105_MARK LOGO: CGS
 FF0105_PROJECTION: PROJECTING 5 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 DO2562 ***********************************************************************
 DO2562  DESIGNATION -  E 330
 DO2562  PID         -  DO2562
 DO2562  STATE/COUNTY-  AR/CRAIGHEAD
 DO2562  COUNTRY     -  US
 DO2562  USGS QUAD   -  JONESBORO (2017)
 DO2562
 DO2562                         *CURRENT SURVEY CONTROL
 DO2562  ______________________________________________________________________
 DO2562* NAD 83(1986) POSITION- 35 48 01.02   (N) 090 39 04.47   (W)   HD_HELD1
 DO2562* NAVD 88 ORTHO HEIGHT -    75.051 (meters)      246.23  (feet) ADJUSTED
 DO2562  ______________________________________________________________________
 DO2562  GEOID HEIGHT    -        -27.829 (meters)                     GEOID18
 DO2562  DYNAMIC HEIGHT  -         74.987 (meters)      246.02  (feet) COMP
 DO2562  MODELED GRAVITY -    979,779.1   (mgal)                       NAVD 88
 DO2562
 DO2562  VERT ORDER      -  FIRST     CLASS II
 DO2562
 DO2562.The horizontal coordinates were determined by differentially corrected
 DO2562.hand held GPS observations or other comparable positioning techniques
 DO2562.and have an estimated accuracy of +/- 3 meters.
 DO2562
 DO2562.The orthometric height was determined by differential leveling and
 DO2562.adjusted by the NATIONAL GEODETIC SURVEY
 DO2562.in February 2013.
 DO2562
 DO2562.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2562.GEOID18 height accuracy estimate available here.
 DO2562
 DO2562.Click photographs - Photos may exist for this station.
 DO2562
 DO2562.The dynamic height is computed by dividing the NAVD 88
 DO2562.geopotential number by the normal gravity value computed on the
 DO2562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2562.degrees latitude (g = 980.6199 gals.).
 DO2562
 DO2562.The modeled gravity was interpolated from observed gravity values.
 DO2562
 DO2562;                    North         East    Units  Estimated Accuracy
 DO2562;SPC AR N     -   163,581.6     521,904.2     MT  (+/- 3 meters HH1 GPS) 
 DO2562
 DO2562_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV1223964342(NAD 83)
 DO2562
 DO2562                          SUPERSEDED SURVEY CONTROL
 DO2562
 DO2562.No superseded survey control is available for this station.
 DO2562
 DO2562_MARKER: F = FLANGE-ENCASED ROD
 DO2562_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DO2562_STAMPING: E 330 2011
 DO2562_MARK LOGO: NONE
 DO2562_PROJECTION: RECESSED 3 CENTIMETERS
 DO2562_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DO2562_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO2562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2562+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2011
 DO2562_ROD/PIPE-DEPTH: 6.0 meters
 DO2562_SLEEVE-DEPTH  : 1 meters
 DO2562
 DO2562  HISTORY     - Date     Condition        Report By
 DO2562  HISTORY     - 20110314 MONUMENTED       ASSOEN
 DO2562
 DO2562                          STATION DESCRIPTION
 DO2562
 DO2562'DESCRIBED BY ASSOCIATED ENGINEERING 2011 (MPM)
 DO2562'THE MARK IS LOCATED ABOUT 7.9 MI (12.7 KM) SOUTH-SOUTHWEST OF
 DO2562'BROOKLAND, 6.7 MI (10.8 KM) WEST-SOUTHWEST OF NEEDHAM AND 4.1 MI (6.6
 DO2562'KM) SOUTHEAST OF JONESBORO.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DO2562'
 DO2562'TO REACH FROM THE INTERSECTION OF OF WILLOW ROAD AND RACE STREET, HEAD
 DO2562'SOUTH ON WILLOW ROAD 0.9 MI (1.4 KM) THEN.  TURN LEFT ONTO LONG CREST
 DO2562'DRIVE 69 FT (21.0 M) TO THE MARK ON THE RIGHT.
 DO2562'
 DO2562'IT IS 67.35 FT (20.5 M) EAST OF THE CENTERLINE OF THE ROAD, 35.95 FT
 DO2562'(11.0 M) SOUTH OF THE CENTERLINE OF ROAD, 11.75 FT (3.6 M) NORTH OF A
 DO2562'POWER LINE POLE, 10.00 FT (3.0 M) NORTH OF CARSONITE WITNESS POST AND
 DO2562'ABOUT 2 FT (0.6 M) LOWER THAN THE ROAD.
 DO2562'
 DO2562'NOTE-ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH (13 CM) LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO2587 ***********************************************************************
 DO2587  DESIGNATION -  E 331
 DO2587  PID         -  DO2587
 DO2587  STATE/COUNTY-  AR/CRAIGHEAD
 DO2587  COUNTRY     -  US
 DO2587  USGS QUAD   -  JONESBORO (2017)
 DO2587
 DO2587                         *CURRENT SURVEY CONTROL
 DO2587  ______________________________________________________________________
 DO2587* NAD 83(1986) POSITION- 35 51 52.27   (N) 090 41 07.39   (W)   HD_HELD1
 DO2587* NAVD 88 ORTHO HEIGHT -    94.574 (meters)      310.28  (feet) ADJUSTED
 DO2587  ______________________________________________________________________
 DO2587  GEOID HEIGHT    -        -27.849 (meters)                     GEOID18
 DO2587  DYNAMIC HEIGHT  -         94.494 (meters)      310.02  (feet) COMP
 DO2587  MODELED GRAVITY -    979,781.5   (mgal)                       NAVD 88
 DO2587
 DO2587  VERT ORDER      -  FIRST     CLASS II
 DO2587
 DO2587.The horizontal coordinates were determined by differentially corrected
 DO2587.hand held GPS observations or other comparable positioning techniques
 DO2587.and have an estimated accuracy of +/- 3 meters.
 DO2587
 DO2587.The orthometric height was determined by differential leveling and
 DO2587.adjusted by the NATIONAL GEODETIC SURVEY
 DO2587.in February 2013.
 DO2587
 DO2587.No vertical observational check was made to the station.
 DO2587
 DO2587.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2587.GEOID18 height accuracy estimate available here.
 DO2587
 DO2587.Click photographs - Photos may exist for this station.
 DO2587
 DO2587.The dynamic height is computed by dividing the NAVD 88
 DO2587.geopotential number by the normal gravity value computed on the
 DO2587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2587.degrees latitude (g = 980.6199 gals.).
 DO2587
 DO2587.The modeled gravity was interpolated from observed gravity values.
 DO2587
 DO2587;                    North         East    Units  Estimated Accuracy
 DO2587;SPC AR N     -   170,666.2     518,723.1     MT  (+/- 3 meters HH1 GPS) 
 DO2587
 DO2587_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV0898471395(NAD 83)
 DO2587
 DO2587                          SUPERSEDED SURVEY CONTROL
 DO2587
 DO2587.No superseded survey control is available for this station.
 DO2587
 DO2587_MARKER: F = FLANGE-ENCASED ROD
 DO2587_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DO2587_STAMPING: E 331 2011
 DO2587_MARK LOGO: NONE
 DO2587_PROJECTION: RECESSED 3 CENTIMETERS
 DO2587_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DO2587_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO2587_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2587+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2010
 DO2587_ROD/PIPE-DEPTH: 9.6 meters
 DO2587_SLEEVE-DEPTH  : 1 meters
 DO2587
 DO2587  HISTORY     - Date     Condition        Report By
 DO2587  HISTORY     - 20101122 MONUMENTED       ASSOEN
 DO2587
 DO2587                          STATION DESCRIPTION
 DO2587
 DO2587'DESCRIBED BY ASSOCIATED ENGINEERING 2010 (MPM)
 DO2587'THE MARK IS LOCATED ABOUT 6.6 MI (10.6 KM) EAST OF HERMAN, 6.3 MI
 DO2587'(10.1 KM) WEST-SOUTHWEST OF BROOKLAND AND 1.9 MI (3.1 KM) NORTHEAST OF
 DO2587'JONESBORO.
 DO2587'
 DO2587'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DO2587'
 DO2587'TO REACH FROM THE INTERSECTION OF NORTH PATRICK STREET AND MAGNOLIA
 DO2587'ROAD HEAD SOUTH ON NORTH PATRICK STREET 1.00 MI (1.6 KM) THEN TURN
 DO2587'EAST ON PRESCOTT AND GO 1.00 MI (1.6 KM) TO THE MARK ON THE RIGHT.
 DO2587'
 DO2587'IT IS 32 FT (9.8 M) SOUTHWEST OF A 18 INCH (46 CM) RCP DRAINAGE PIPE,
 DO2587'18 FT (5.5 M) WEST OF A POWER LINE POLE AND 8 FT (2.4 M) WEST OF A
 DO2587'FIBERGLASS WITNESS POST.
 DO2587'
 DO2587'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM) LOGO
 DO2587'CAP.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO2614 ***********************************************************************
 DO2614  DESIGNATION -  E 332
 DO2614  PID         -  DO2614
 DO2614  STATE/COUNTY-  AR/CRAIGHEAD
 DO2614  COUNTRY     -  US
 DO2614  USGS QUAD   -  HERMAN (2017)
 DO2614
 DO2614                         *CURRENT SURVEY CONTROL
 DO2614  ______________________________________________________________________
 DO2614* NAD 83(1986) POSITION- 35 46 41.03   (N) 090 47 55.95   (W)   HD_HELD1
 DO2614* NAVD 88 ORTHO HEIGHT -    77.092 (meters)      252.93  (feet) ADJUSTED
 DO2614  ______________________________________________________________________
 DO2614  GEOID HEIGHT    -        -27.753 (meters)                     GEOID18
 DO2614  DYNAMIC HEIGHT  -         77.026 (meters)      252.71  (feet) COMP
 DO2614  MODELED GRAVITY -    979,780.9   (mgal)                       NAVD 88
 DO2614
 DO2614  VERT ORDER      -  FIRST     CLASS II
 DO2614
 DO2614.The horizontal coordinates were determined by differentially corrected
 DO2614.hand held GPS observations or other comparable positioning techniques
 DO2614.and have an estimated accuracy of +/- 3 meters.
 DO2614
 DO2614.The orthometric height was determined by differential leveling and
 DO2614.adjusted by the NATIONAL GEODETIC SURVEY
 DO2614.in February 2013.
 DO2614
 DO2614.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2614.GEOID18 height accuracy estimate available here.
 DO2614
 DO2614.Click photographs - Photos may exist for this station.
 DO2614
 DO2614.The dynamic height is computed by dividing the NAVD 88
 DO2614.geopotential number by the normal gravity value computed on the
 DO2614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2614.degrees latitude (g = 980.6199 gals.).
 DO2614
 DO2614.The modeled gravity was interpolated from observed gravity values.
 DO2614
 DO2614;                    North         East    Units  Estimated Accuracy
 DO2614;SPC AR N     -   160,943.8     508,591.5     MT  (+/- 3 meters HH1 GPS) 
 DO2614
 DO2614_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV9895261567(NAD 83)
 DO2614
 DO2614                          SUPERSEDED SURVEY CONTROL
 DO2614
 DO2614.No superseded survey control is available for this station.
 DO2614
 DO2614_MARKER: DB = BENCH MARK DISK
 DO2614_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DO2614_SP_SET: HEADWALL
 DO2614_STAMPING: E 332 2011
 DO2614_MARK LOGO: ARHD
 DO2614_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO2614+STABILITY: SURFACE MOTION
 DO2614_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2614+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2010
 DO2614
 DO2614  HISTORY     - Date     Condition        Report By
 DO2614  HISTORY     - 20101201 MONUMENTED       ASSOEN
 DO2614
 DO2614                          STATION DESCRIPTION
 DO2614
 DO2614'DESCRIBED BY ASSOCIATED ENGINEERING 2010 (MPM)
 DO2614'THE MARK IS LOCATED ABOUT 6.9 MI (11.1 KM) SOUTHWEST OF JONESBORO, 5.2
 DO2614'MI (8.4 KM) SOUTH OF HERMAN AND 4.2 MI (6.8 KM) NORTH-NORTHEAST OF
 DO2614'OTWELL.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DO2614'
 DO2614'TO REACH FROM THE INTERSECTION OF HIGHWAY 63 AND SOUTHWEST DRIVE GO
 DO2614'SOUTHWESTERLY ON SOUTHWEST DRIVE 5.60 MI (9.0 KM) TO THE MARK ON THE
 DO2614'RIGHT.
 DO2614'
 DO2614'IT IS 89.00 FT (27.1 M) SOUTHEAST OF A FIRE HYDRANT, 59.55 FT (18.2 M)
 DO2614'NORTH OF THE CENTERLINE OF HIGHWAY 49, 42.01 FT (12.8 M) EAST OF THE
 DO2614'CENTERLINE OF CRAIGHEAD COUNTY ROAD 201 AND 9.43 FT (2.9 M) WEST OF
 DO2614'THE NORTHEAST CORNER OF A BOX CULVERT.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO5141 ***********************************************************************
 DO5141  DESIGNATION -  E 333
 DO5141  PID         -  DO5141
 DO5141  STATE/COUNTY-  AR/CROSS
 DO5141  COUNTRY     -  US
 DO5141  USGS QUAD   -  VANNDALE (2017)
 DO5141
 DO5141                         *CURRENT SURVEY CONTROL
 DO5141  ______________________________________________________________________
 DO5141* NAD 83(2011) POSITION- 35 15 08.92659(N) 090 48 06.40618(W)   ADJUSTED
 DO5141* NAD 83(2011) ELLIP HT-    47.653 (meters)        (01/11/18)   ADJUSTED
 DO5141* NAD 83(2011) EPOCH   -  2010.00
 DO5141* NAVD 88 ORTHO HEIGHT -    74.868 (meters)      245.63  (feet) ADJUSTED
 DO5141  ______________________________________________________________________
 DO5141  GEOID HEIGHT    -        -27.218 (meters)                     GEOID18
 DO5141  NAD 83(2011) X  -    -72,965.611 (meters)                     COMP
 DO5141  NAD 83(2011) Y  - -5,213,838.369 (meters)                     COMP
 DO5141  NAD 83(2011) Z  -  3,660,804.058 (meters)                     COMP
 DO5141  LAPLACE CORR    -          0.01  (seconds)                    DEFLEC18
 DO5141  DYNAMIC HEIGHT  -         74.801 (meters)      245.41  (feet) COMP
 DO5141  MODELED GRAVITY -    979,735.3   (mgal)                       NAVD 88
 DO5141
 DO5141  VERT ORDER      -  FIRST     CLASS II
 DO5141
 DO5141  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO5141  Standards:
 DO5141         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO5141            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO5141  -------------------------------------------------------------------
 DO5141  NETWORK    0.48   1.16           0.20   0.19   0.59     -0.00644114
 DO5141  -------------------------------------------------------------------
 DO5141  Click here for local accuracies and other accuracy information.
 DO5141
 DO5141.The horizontal coordinates were established by GPS observations
 DO5141.and adjusted by the MICHAEL BAKER INTERNATIONAL in January 2018.
 DO5141
 DO5141.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO5141.been affixed to the stable North American tectonic plate. See 
 DO5141.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO5141
 DO5141.The horizontal coordinates are valid at the epoch date displayed above
 DO5141.which is a decimal equivalence of Year/Month/Day.
 DO5141
 DO5141.The orthometric height was determined by differential leveling and
 DO5141.adjusted by the NATIONAL GEODETIC SURVEY
 DO5141.in April 2013.
 DO5141
 DO5141.No vertical observational check was made to the station.
 DO5141
 DO5141.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO5141.GEOID18 height accuracy estimate available here.
 DO5141
 DO5141.Click photographs - Photos may exist for this station.
 DO5141
 DO5141.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO5141
 DO5141.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO5141
 DO5141.The ellipsoidal height was determined by GPS observations
 DO5141.and is referenced to NAD 83.
 DO5141
 DO5141.The dynamic height is computed by dividing the NAVD 88
 DO5141.geopotential number by the normal gravity value computed on the
 DO5141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO5141.degrees latitude (g = 980.6199 gals.).
 DO5141
 DO5141.The modeled gravity was interpolated from observed gravity values.
 DO5141
 DO5141. The following values were computed from the NAD 83(2011) position.
 DO5141
 DO5141;                    North         East     Units Scale Factor Converg.
 DO5141;SPC AR N     -   102,634.801   509,038.447   MT  0.99995260   +0 41 50.1
 DO5141;SPC AR N     -   336,727.68  1,670,070.30   sFT  0.99995260   +0 41 50.1
 DO5141;UTM  15      - 3,903,257.624   699,989.676   MT  1.00009293   +1 16 09.1
 DO5141
 DO5141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO5141!SPC AR N     -   0.99999252  x   0.99995260  =   0.99994512
 DO5141!UTM  15      -   0.99999252  x   1.00009293  =   1.00008545
 DO5141
 DO5141_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV9998903257(NAD 83)
 DO5141
 DO5141                          SUPERSEDED SURVEY CONTROL
 DO5141
 DO5141.No superseded survey control is available for this station.
 DO5141
 DO5141_MARKER: F = FLANGE-ENCASED ROD
 DO5141_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DO5141_STAMPING: E 333 2011
 DO5141_MARK LOGO: ARHD
 DO5141_PROJECTION: FLUSH
 DO5141_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO5141_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO5141_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO5141+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2018
 DO5141_ROD/PIPE-DEPTH: 8.0 meters
 DO5141_SLEEVE-DEPTH  : 0.6 meters
 DO5141
 DO5141  HISTORY     - Date     Condition        Report By
 DO5141  HISTORY     - 20110913 MONUMENTED       ARHD
 DO5141  HISTORY     - 20160421 GOOD             BAKER
 DO5141  HISTORY     - 20170214 GOOD             ARHD
 DO5141  HISTORY     - 20180524 GOOD             ARHD
 DO5141
 DO5141                          STATION DESCRIPTION
 DO5141
 DO5141'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011
 DO5141'THE STATION IS LOCATED ABOUT 6.1 MI (9.8 KM) WEST-NORTHWEST OF
 DO5141'WITTSBURG, 4.5 MI (7.2 KM) SOUTH-SOUTHWEST OF VANNDALE AND 2.1 MI (3.4
 DO5141'KM) NORTH-NORTHWEST OF WYNNE.  THE STATION IS LOCATED AT THE WEST SIDE
 DO5141'OF WYNNE.
 DO5141'
 DO5141'TO REACH FROM THE INTERSECTION OF HIGHWAY 64, HIGHWAY 1 NORTH AND
 DO5141'HIGHWAY 64 SPUR, GO WEST ON HIGHWAY 64 0.8 MI (1.3 KM) TO THE AHTD
 DO5141'DISTRICT 1 HEADQUARTERS.
 DO5141'
 DO5141'IT IS IN A GRASS ISLAND BETWEEN THE SHOP AND THE GAS STATION, 122 FT
 DO5141'(37.2 M) NORTH EAST OF THE CORNER OF CONCRETE BASE OF A RADIO TOWER,
 DO5141'75 FT (22.9 M) WEST OF A CONCRETE LOADING RAMP, 41 FT (12.5 M) WEST OF
 DO5141'A LIGHT TOWER, 24 FT (7.3 M) SOUTH OF A DROP INLET.
 DO5141'
 DO5141'NOTE-ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH (13 CM) LOGO CAP.
 DO5141
 DO5141                          STATION RECOVERY (2016)
 DO5141
 DO5141'RECOVERY NOTE BY M BAKER JR INCORPORATED 2016 (MT)
 DO5141'RECOVERED AS DESCRIBED.
 DO5141
 DO5141                          STATION RECOVERY (2017)
 DO5141
 DO5141'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2017 (JH)
 DO5141'RECOVERED IN GOOD CONDITION.
 DO5141
 DO5141                          STATION RECOVERY (2018)
 DO5141
 DO5141'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (JDH)
 DO5141'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DP6883 ***********************************************************************
 DP6883  DESIGNATION -  E 334
 DP6883  PID         -  DP6883
 DP6883  STATE/COUNTY-  AR/INDEPENDENCE
 DP6883  COUNTRY     -  US
 DP6883  USGS QUAD   -  JAMESTOWN (2017)
 DP6883
 DP6883                         *CURRENT SURVEY CONTROL
 DP6883  ______________________________________________________________________
 DP6883* NAD 83(1986) POSITION- 35 44 23.16   (N) 091 38 22.98   (W)   HD_HELD1
 DP6883* NAVD 88 ORTHO HEIGHT -   145.986 (meters)      478.96  (feet) ADJUSTED
 DP6883  ______________________________________________________________________
 DP6883  GEOID HEIGHT    -        -27.543 (meters)                     GEOID18
 DP6883  DYNAMIC HEIGHT  -        145.860 (meters)      478.54  (feet) COMP
 DP6883  MODELED GRAVITY -    979,770.0   (mgal)                       NAVD 88
 DP6883
 DP6883  VERT ORDER      -  SECOND    CLASS I
 DP6883
 DP6883.The horizontal coordinates were determined by differentially corrected
 DP6883.hand held GPS observations or other comparable positioning techniques
 DP6883.and have an estimated accuracy of +/- 3 meters.
 DP6883
 DP6883.The orthometric height was determined by differential leveling and
 DP6883.adjusted by the NATIONAL GEODETIC SURVEY
 DP6883.in October 2015.
 DP6883
 DP6883.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6883.GEOID18 height accuracy estimate available here.
 DP6883
 DP6883.Click photographs - Photos may exist for this station.
 DP6883
 DP6883.The dynamic height is computed by dividing the NAVD 88
 DP6883.geopotential number by the normal gravity value computed on the
 DP6883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6883.degrees latitude (g = 980.6199 gals.).
 DP6883
 DP6883.The modeled gravity was interpolated from observed gravity values.
 DP6883
 DP6883;                    North         East    Units  Estimated Accuracy
 DP6883;SPC AR N     -   156,092.1     432,588.8     MT  (+/- 3 meters HH1 GPS) 
 DP6883
 DP6883_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV2300455938(NAD 83)
 DP6883
 DP6883                          SUPERSEDED SURVEY CONTROL
 DP6883
 DP6883.No superseded survey control is available for this station.
 DP6883
 DP6883_MARKER: DB = BENCH MARK DISK
 DP6883_SETTING: 66 = SET IN ROCK OUTCROP
 DP6883_STAMPING: E 334 2012
 DP6883_MARK LOGO: ARHD
 DP6883_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6883_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DP6883+STABILITY: POSITION/ELEVATION WELL
 DP6883_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6883+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2012
 DP6883
 DP6883  HISTORY     - Date     Condition        Report By
 DP6883  HISTORY     - 20120626 MONUMENTED       ARHD
 DP6883
 DP6883                          STATION DESCRIPTION
 DP6883
 DP6883'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (JDH)
 DP6883'THE STATION IS LOCATED ABOUT 7.6 KM (4.7 MI) NORTHEAST OF JAMESTOWN,
 DP6883'6.7 KM (4.2 MI) NORTHWEST OF SALADO AND 3.3 KM (2.1 MI) SOUTH OF
 DP6883'BATESVILLE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DP6883'
 DP6883'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 69 AND US HIGHWAY 167,
 DP6883'GO SOUTH ALONG HIGHWAY 167 FOR 2.4 MI (3.9 KM) TO THE INTERSECTION OF
 DP6883'TRIANGLE LANE, THEN GO 0.1 MI (0.2 KM) ALONG TRIANGLE LANE TO THE
 DP6883'STATION ON THE RIGHT, IN A 6 FT (1.8 M) BY 6 FT (1.8 M) ROCK OUTCROP.
 DP6883'
 DP6883'IT IS 10.7 M (3.3 FT) NORTH OF THE CENTERLINE OF TRIANGLE LANE, 9.5 M
 DP6883'(2.9 FT) NORTHEAST OF A LARGE BRICK MAILBOX AND 7.2 M (2.2 FT)
 DP6883'SOUTHEAST OF POWER POLE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO7940 ***********************************************************************
 DO7940  DESIGNATION -  E 335
 DO7940  PID         -  DO7940
 DO7940  STATE/COUNTY-  AR/GREENE
 DO7940  COUNTRY     -  US
 DO7940  USGS QUAD   -  WALCOTT (2017)
 DO7940
 DO7940                         *CURRENT SURVEY CONTROL
 DO7940  ______________________________________________________________________
 DO7940* NAD 83(1986) POSITION- 36 04 45.     (N) 090 40 21.     (W)   SCALED
 DO7940* NAVD 88 ORTHO HEIGHT -    85.567 (meters)      280.73  (feet) ADJUSTED
 DO7940  ______________________________________________________________________
 DO7940  GEOID HEIGHT    -        -28.161 (meters)                     GEOID18
 DO7940  DYNAMIC HEIGHT  -         85.496 (meters)      280.50  (feet) COMP
 DO7940  MODELED GRAVITY -    979,793.9   (mgal)                       NAVD 88
 DO7940
 DO7940  VERT ORDER      -  FIRST     CLASS II
 DO7940
 DO7940.The horizontal coordinates were scaled from a map and have
 DO7940.an estimated accuracy of +/- 6 seconds.
 DO7940
 DO7940.The orthometric height was determined by differential leveling and
 DO7940.adjusted by the NATIONAL GEODETIC SURVEY
 DO7940.in March 2014.
 DO7940
 DO7940.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7940.GEOID18 height accuracy estimate available here.
 DO7940
 DO7940.Click photographs - Photos may exist for this station.
 DO7940
 DO7940.The dynamic height is computed by dividing the NAVD 88
 DO7940.geopotential number by the normal gravity value computed on the
 DO7940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7940.degrees latitude (g = 980.6199 gals.).
 DO7940
 DO7940.The modeled gravity was interpolated from observed gravity values.
 DO7940
 DO7940;                    North         East    Units  Estimated Accuracy
 DO7940;SPC AR N     -   194,500.      519,570.      MT  (+/- 180 meters Scaled)
 DO7940
 DO7940_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV095952(NAD 83)
 DO7940
 DO7940                          SUPERSEDED SURVEY CONTROL
 DO7940
 DO7940.No superseded survey control is available for this station.
 DO7940
 DO7940_MARKER: F = FLANGE-ENCASED ROD
 DO7940_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DO7940_STAMPING: E 335 2012
 DO7940_MARK LOGO: ASSOEN
 DO7940_PROJECTION: RECESSED 3 CENTIMETERS
 DO7940_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO7940_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7940_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7940+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2012
 DO7940_ROD/PIPE-DEPTH: 4.74 meters
 DO7940_SLEEVE-DEPTH  : 1 meters
 DO7940
 DO7940  HISTORY     - Date     Condition        Report By
 DO7940  HISTORY     - 20121009 MONUMENTED       ASSOEN
 DO7940
 DO7940                          STATION DESCRIPTION
 DO7940
 DO7940'DESCRIBED BY ASSOCIATED ENGINEERING 2012 (MPM)
 DO7940'THE MARK IS LOCATED ABOUT 15.7 KM (9.8 MI) WEST OF PARAGOULD, 10.8 KM
 DO7940'(6.7 MI) NORTH-NORTHEAST OF LORADO AND 4.0 KM (2.5 MI) NORTH OF
 DO7940'WALCOTT.
 DO7940'
 DO7940'TO REACH FROM THE INTERSECTION OF HIGHWAY 412 WEST AND HIGHWAY 168 IN
 DO7940'PARAGOULD, ARKANSAS, GO WEST ON HIGHWAY 412 FOR 1.40 MI (2.3 KM) TURN
 DO7940'LEFT ONTO HIGHWAY 141 NORTH AND HEAD NORTH FOR 0.70 MI (1.1 KM) TO THE
 DO7940'MARK ON THE LEFT.
 DO7940'
 DO7940'IT IS 14.81 M (48.6 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A
 DO7940'4-BARREL BOX CULVERT AT SECTION 141-3 LOG MILE 0.72, 12.74 M (41.8 FT)
 DO7940'WEST OF THE CENTERLINE OF HIGHWAY 141, 0.61 M (2.0 FT) SOUTH OF A
 DO7940'POWER POLE AND 0.50 M (1.6 FT) EAST OF A WITNESS POST.
 DO7940'
 DO7940'NOTE-ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH (13 CM) LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO8364 ***********************************************************************
 DO8364  DESIGNATION -  E 337
 DO8364  PID         -  DO8364
 DO8364  STATE/COUNTY-  AR/HEMPSTEAD
 DO8364  COUNTRY     -  US
 DO8364  USGS QUAD   -  FULTON (2017)
 DO8364
 DO8364                         *CURRENT SURVEY CONTROL
 DO8364  ______________________________________________________________________
 DO8364* NAD 83(1986) POSITION- 33 36 58.7    (N) 093 46 08.6    (W)   HD_HELD2
 DO8364* NAVD 88 ORTHO HEIGHT -    77.714 (meters)      254.97  (feet) ADJUSTED
 DO8364  ______________________________________________________________________
 DO8364  GEOID HEIGHT    -        -27.032 (meters)                     GEOID18
 DO8364  DYNAMIC HEIGHT  -         77.632 (meters)      254.70  (feet) COMP
 DO8364  MODELED GRAVITY -    979,588.1   (mgal)                       NAVD 88
 DO8364
 DO8364  VERT ORDER      -  SECOND    CLASS I
 DO8364
 DO8364.The horizontal coordinates were established by autonomous hand held GPS
 DO8364.observations and have an estimated accuracy of +/- 10 meters.
 DO8364
 DO8364.The orthometric height was determined by differential leveling and
 DO8364.adjusted by the NATIONAL GEODETIC SURVEY
 DO8364.in February 2014.
 DO8364
 DO8364.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8364.GEOID18 height accuracy estimate available here.
 DO8364
 DO8364.Click photographs - Photos may exist for this station.
 DO8364
 DO8364.The dynamic height is computed by dividing the NAVD 88
 DO8364.geopotential number by the normal gravity value computed on the
 DO8364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8364.degrees latitude (g = 980.6199 gals.).
 DO8364
 DO8364.The modeled gravity was interpolated from observed gravity values.
 DO8364
 DO8364;                    North         East    Units  Estimated Accuracy
 DO8364;SPC AR S     -   506,745.      235,852.      MT  (+/- 10 meters HH2 GPS)
 DO8364
 DO8364_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT2866019879(NAD 83)
 DO8364
 DO8364                          SUPERSEDED SURVEY CONTROL
 DO8364
 DO8364.No superseded survey control is available for this station.
 DO8364
 DO8364_MARKER: DB = BENCH MARK DISK
 DO8364_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DO8364_SP_SET: HEADWALL
 DO8364_STAMPING: E 337 2013
 DO8364_MARK LOGO: ARHD
 DO8364_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO8364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO8364+STABILITY: SURFACE MOTION
 DO8364
 DO8364  HISTORY     - Date     Condition        Report By
 DO8364  HISTORY     - 20130326 MONUMENTED       ARHD
 DO8364
 DO8364                          STATION DESCRIPTION
 DO8364
 DO8364'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (JDH)
 DO8364'THE STATION IS LOCATED ABOUT 7.7 KM (4.8 MI) SOUTHEAST OF MCNAB, 4.5
 DO8364'KM (2.8 MI) WEST-SOUTHWEST OF SHEPPARD AND 4.1 KM (2.5 MI) EAST OF
 DO8364'FULTON.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DO8364'
 DO8364'TO REACH FROM THE INTERSECTION OF TO REACH FROM THE INTERSECTION OF
 DO8364'HIGHWAY 355 AND HIGHWAY 67, GO NORTH ALONG HIGHWAY 67 FOR 2.5 MI (4.0
 DO8364'KM) TO THE STATION ON THE RIGHT, IN THE CENTER OF A HEADWALL.
 DO8364'
 DO8364'IT IS 11.5 M (37.7 FT) SOUTH OF THE CENTERLINE OF HIGHWAY 67, 10.5 M
 DO8364'(34.4 FT) NORTHEAST OF A FIBER OPTIC CABLE MARKER AND 3.4 M (11.2 FT)
 DO8364'EAST OF THE WEST END OF A HEADWALL.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO9604 ***********************************************************************
 DO9604  DESIGNATION -  E 338
 DO9604  PID         -  DO9604
 DO9604  STATE/COUNTY-  AR/OUACHITA
 DO9604  COUNTRY     -  US
 DO9604  USGS QUAD   -  CAMDEN (2017)
 DO9604
 DO9604                         *CURRENT SURVEY CONTROL
 DO9604  ______________________________________________________________________
 DO9604* NAD 83(1986) POSITION- 33 32 56.65   (N) 092 52 03.65   (W)   HD_HELD1
 DO9604* NAVD 88 ORTHO HEIGHT -    42.665 (meters)      139.98  (feet) ADJUSTED
 DO9604  ______________________________________________________________________
 DO9604  GEOID HEIGHT    -        -26.309 (meters)                     GEOID18
 DO9604  DYNAMIC HEIGHT  -         42.620 (meters)      139.83  (feet) COMP
 DO9604  MODELED GRAVITY -    979,598.2   (mgal)                       NAVD 88
 DO9604
 DO9604  VERT ORDER      -  FIRST     CLASS II
 DO9604
 DO9604.The horizontal coordinates were determined by differentially corrected
 DO9604.hand held GPS observations or other comparable positioning techniques
 DO9604.and have an estimated accuracy of +/- 3 meters.
 DO9604
 DO9604.The orthometric height was determined by differential leveling and
 DO9604.adjusted by the NATIONAL GEODETIC SURVEY
 DO9604.in March 2014.
 DO9604
 DO9604.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9604.GEOID18 height accuracy estimate available here.
 DO9604
 DO9604.Click photographs - Photos may exist for this station.
 DO9604
 DO9604.The dynamic height is computed by dividing the NAVD 88
 DO9604.geopotential number by the normal gravity value computed on the
 DO9604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9604.degrees latitude (g = 980.6199 gals.).
 DO9604
 DO9604.The modeled gravity was interpolated from observed gravity values.
 DO9604
 DO9604;                    North         East    Units  Estimated Accuracy
 DO9604;SPC AR S     -   498,211.3     319,423.1     MT  (+/- 3 meters HH1 GPS) 
 DO9604
 DO9604_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT1228312167(NAD 83)
 DO9604
 DO9604                          SUPERSEDED SURVEY CONTROL
 DO9604
 DO9604.No superseded survey control is available for this station.
 DO9604
 DO9604_MARKER: DB = BENCH MARK DISK
 DO9604_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DO9604+WITH SETTING: PAVEMENT
 DO9604_SP_SET: SIGN BASE
 DO9604_STAMPING: E 338 2013
 DO9604_MARK LOGO: ARHD
 DO9604_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO9604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO9604+STABILITY: SURFACE MOTION
 DO9604_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9604+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2013
 DO9604
 DO9604  HISTORY     - Date     Condition        Report By
 DO9604  HISTORY     - 20130513 MONUMENTED       ARHD
 DO9604
 DO9604                          STATION DESCRIPTION
 DO9604
 DO9604'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (JDH)
 DO9604'THE STATION IS LOCATED ABOUT 13.5 KM (8.4 MI) WEST-SOUTHWEST OF EAST
 DO9604'CAMDEN, 10.6 KM (6.6 MI) NORTHEAST OF BUENA VISTA AND 5.0 KM (3.1 MI)
 DO9604'SOUTHWEST OF CAMDEN.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DO9604'
 DO9604'TO REACH FROM THE INTERSECTION OF HIGHWAY 79 AND HIGHWAY 278, GO SOUTH
 DO9604'ON HIGHWAY 79 FOR 2.3 MI (3.7 KM) TO THE STATION ON THE LEFT.
 DO9604'
 DO9604'IT IS 161 FT (49.1 M) SOUTHWEST OF THE SOUTHWEST CORNER OF THE FAMILY
 DO9604'LIFE CENTER BUILDING, 73 FT (22.3 M) NORTHWEST OF A POWER POLE, 61 FT
 DO9604'(18.6 M) SOUTHEAST OF THE CENTERLINE OF HIGHWAY 79 AND 42 FT (12.8 M)
 DO9604'SOUTHEAST OF A TELEPHONE BOX.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DP5081 ***********************************************************************
 DP5081  DESIGNATION -  E 340
 DP5081  PID         -  DP5081
 DP5081  STATE/COUNTY-  AR/SALINE
 DP5081  COUNTRY     -  US
 DP5081  USGS QUAD   -  HASKELL (2017)
 DP5081
 DP5081                         *CURRENT SURVEY CONTROL
 DP5081  ______________________________________________________________________
 DP5081* NAD 83(1986) POSITION- 34 32 10.8    (N) 092 39 14.5    (W)   HD_HELD2
 DP5081* NAVD 88 ORTHO HEIGHT -   106.200 (meters)      348.42  (feet) ADJUSTED
 DP5081  ______________________________________________________________________
 DP5081  GEOID HEIGHT    -        -26.446 (meters)                     GEOID18
 DP5081  DYNAMIC HEIGHT  -        106.100 (meters)      348.10  (feet) COMP
 DP5081  MODELED GRAVITY -    979,695.2   (mgal)                       NAVD 88
 DP5081
 DP5081  VERT ORDER      -  SECOND    CLASS I
 DP5081
 DP5081.The horizontal coordinates were established by autonomous hand held GPS
 DP5081.observations and have an estimated accuracy of +/- 10 meters.
 DP5081
 DP5081.The orthometric height was determined by differential leveling and
 DP5081.adjusted by the NATIONAL GEODETIC SURVEY
 DP5081.in December 2014.
 DP5081
 DP5081.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5081.GEOID18 height accuracy estimate available here.
 DP5081
 DP5081.Click photographs - Photos may exist for this station.
 DP5081
 DP5081.The dynamic height is computed by dividing the NAVD 88
 DP5081.geopotential number by the normal gravity value computed on the
 DP5081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5081.degrees latitude (g = 980.6199 gals.).
 DP5081
 DP5081.The modeled gravity was interpolated from observed gravity values.
 DP5081
 DP5081;                    North         East    Units  Estimated Accuracy
 DP5081;SPC AR S     -   607,564.      339,963.      MT  (+/- 10 meters HH2 GPS)
 DP5081
 DP5081_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU3174721680(NAD 83)
 DP5081
 DP5081                          SUPERSEDED SURVEY CONTROL
 DP5081
 DP5081.No superseded survey control is available for this station.
 DP5081
 DP5081_MARKER: DB = BENCH MARK DISK
 DP5081_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DP5081_SP_SET: HEADWALL
 DP5081_STAMPING: E 340 2014
 DP5081_MARK LOGO: ARHD
 DP5081_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP5081+STABILITY: SURFACE MOTION
 DP5081_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5081+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2014
 DP5081
 DP5081  HISTORY     - Date     Condition        Report By
 DP5081  HISTORY     - 20140702 MONUMENTED       ARHD
 DP5081
 DP5081                          STATION DESCRIPTION
 DP5081
 DP5081'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (JDH)
 DP5081'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) NORTH OF TRASKWOOD, 4.3
 DP5081'MI (6.9 KM) WEST-SOUTHWEST OF BENTON AND 2.6 MI (4.2 KM)
 DP5081'NORTH-NORTHWEST OF HASKELL.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DP5081'
 DP5081'TO REACH FROM THE INTERSECTION OF I-30 AND HIGHWAY 67, GO SOUTH ON
 DP5081'HIGHWAY 67 FOR 1.2 MI (1.9 KM) THEN TURN RIGHT ON PAWNEE DRIVE, GO
 DP5081'WEST ON PAWNEE DRIVE FOR 0.6 MI (1.0 KM) TO THE STATION ON THE LEFT IN
 DP5081'THE WEST END OF THE SOUTH HEADWALL.
 DP5081'
 DP5081'IT IS 52 FT (15.8 M) SOUTH OF A GAS METER, 46 FT (14.0 M) WEST OF A 36
 DP5081'INCH (91 CM) CORRUGATED METAL PIPE AND 20 FT (6.1 M) SOUTH OF PAWNEE
 DP5081'DRIVE CENTERLINE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DP6897 ***********************************************************************
 DP6897  DESIGNATION -  E 341
 DP6897  PID         -  DP6897
 DP6897  STATE/COUNTY-  AR/WHITE
 DP6897  COUNTRY     -  US
 DP6897  USGS QUAD   -  BALD KNOB (2017)
 DP6897
 DP6897                         *CURRENT SURVEY CONTROL
 DP6897  ______________________________________________________________________
 DP6897* NAD 83(1986) POSITION- 35 19 16.2    (N) 091 33 40.6    (W)   HD_HELD2
 DP6897* NAVD 88 ORTHO HEIGHT -    68.155 (meters)      223.61  (feet) ADJUSTED
 DP6897  ______________________________________________________________________
 DP6897  GEOID HEIGHT    -        -27.315 (meters)                     GEOID18
 DP6897  DYNAMIC HEIGHT  -         68.094 (meters)      223.41  (feet) COMP
 DP6897  MODELED GRAVITY -    979,746.9   (mgal)                       NAVD 88
 DP6897
 DP6897  VERT ORDER      -  SECOND    CLASS I
 DP6897
 DP6897.The horizontal coordinates were established by autonomous hand held GPS
 DP6897.observations and have an estimated accuracy of +/- 10 meters.
 DP6897
 DP6897.The orthometric height was determined by differential leveling and
 DP6897.adjusted by the NATIONAL GEODETIC SURVEY
 DP6897.in October 2015.
 DP6897
 DP6897.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6897.GEOID18 height accuracy estimate available here.
 DP6897
 DP6897.Click photographs - Photos may exist for this station.
 DP6897
 DP6897.The dynamic height is computed by dividing the NAVD 88
 DP6897.geopotential number by the normal gravity value computed on the
 DP6897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6897.degrees latitude (g = 980.6199 gals.).
 DP6897
 DP6897.The modeled gravity was interpolated from observed gravity values.
 DP6897
 DP6897;                    North         East    Units  Estimated Accuracy
 DP6897;SPC AR N     -   109,680.      439,891.      MT  (+/- 10 meters HH2 GPS)
 DP6897
 DP6897_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV3077509609(NAD 83)
 DP6897
 DP6897                          SUPERSEDED SURVEY CONTROL
 DP6897
 DP6897.No superseded survey control is available for this station.
 DP6897
 DP6897_MARKER: DB = BENCH MARK DISK
 DP6897_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DP6897_SP_SET: SIGNAL LIGHT BASE
 DP6897_STAMPING: E 341 2014
 DP6897_MARK LOGO: ARHD
 DP6897_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP6897+STABILITY: SURFACE MOTION
 DP6897_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6897+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2014
 DP6897
 DP6897  HISTORY     - Date     Condition        Report By
 DP6897  HISTORY     - 20140908 MONUMENTED       ARHD
 DP6897
 DP6897                          STATION DESCRIPTION
 DP6897
 DP6897'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (JDH)
 DP6897'THE STATION IS LOCATED ABOUT 6.4 MI (10.3 KM) SOUTH OF VELVET RIDGE,
 DP6897'5.7 MI (9.2 KM) NORTHEAST OF JUDSONIA AND 0.9 MI (1.4 KM)
 DP6897'NORTH-NORTHEAST OF BALD KNOB.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DP6897'
 DP6897'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 367 AND HIGHWAY 67, ON
 DP6897'THE SOUTH SIDE OF THAT INTERSECTION, IN A CONCRETE SIGNAL LIGHT BOX
 DP6897'BASE.
 DP6897'
 DP6897'IT IS 87 FT (26.5 M) SOUTH OF HIGHWAY 367 CENTERLINE, 71 FT (21.6 M)
 DP6897'EAST OF HIGHWAY 167 CENTERLINE AND 32 FT (9.8 M) SOUTH OF A FENCE
 DP6897'CORNER.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DP6921 ***********************************************************************
 DP6921  DESIGNATION -  E 342
 DP6921  PID         -  DP6921
 DP6921  STATE/COUNTY-  AR/INDEPENDENCE
 DP6921  COUNTRY     -  US
 DP6921  USGS QUAD   -  SALADO (2017)
 DP6921
 DP6921                         *CURRENT SURVEY CONTROL
 DP6921  ______________________________________________________________________
 DP6921* NAD 83(1986) POSITION- 35 39 51.3    (N) 091 36 18.9    (W)   HD_HELD2
 DP6921* NAVD 88 ORTHO HEIGHT -    85.451 (meters)      280.35  (feet) ADJUSTED
 DP6921  ______________________________________________________________________
 DP6921  GEOID HEIGHT    -        -27.431 (meters)                     GEOID18
 DP6921  DYNAMIC HEIGHT  -         85.377 (meters)      280.11  (feet) COMP
 DP6921  MODELED GRAVITY -    979,766.6   (mgal)                       NAVD 88
 DP6921
 DP6921  VERT ORDER      -  SECOND    CLASS I
 DP6921
 DP6921.The horizontal coordinates were established by autonomous hand held GPS
 DP6921.observations and have an estimated accuracy of +/- 10 meters.
 DP6921
 DP6921.The orthometric height was determined by differential leveling and
 DP6921.adjusted by the NATIONAL GEODETIC SURVEY
 DP6921.in October 2015.
 DP6921
 DP6921.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6921.GEOID18 height accuracy estimate available here.
 DP6921
 DP6921.Click photographs - Photos may exist for this station.
 DP6921
 DP6921.The dynamic height is computed by dividing the NAVD 88
 DP6921.geopotential number by the normal gravity value computed on the
 DP6921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6921.degrees latitude (g = 980.6199 gals.).
 DP6921
 DP6921.The modeled gravity was interpolated from observed gravity values.
 DP6921
 DP6921;                    North         East    Units  Estimated Accuracy
 DP6921;SPC AR N     -   147,726.      435,740.      MT  (+/- 10 meters HH2 GPS)
 DP6921
 DP6921_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV2624047605(NAD 83)
 DP6921
 DP6921                          SUPERSEDED SURVEY CONTROL
 DP6921
 DP6921.No superseded survey control is available for this station.
 DP6921
 DP6921_MARKER: DB = BENCH MARK DISK
 DP6921_SETTING: 66 = SET IN ROCK OUTCROP
 DP6921_STAMPING: E 342 2014
 DP6921_MARK LOGO: ARHD
 DP6921_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DP6921_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DP6921+STABILITY: POSITION/ELEVATION WELL
 DP6921_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP6921+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2014
 DP6921
 DP6921  HISTORY     - Date     Condition        Report By
 DP6921  HISTORY     - 20141029 MONUMENTED       ARHD
 DP6921
 DP6921                          STATION DESCRIPTION
 DP6921
 DP6921'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (JDH)
 DP6921'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) EAST-SOUTHEAST OF
 DP6921'JAMESTOWN, 2.8 MI (4.5 KM) NORTH OF HUFF AND 1.9 MI (3.1 KM)
 DP6921'SOUTH-SOUTHWEST OF SALADO.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DP6921'
 DP6921'TO REACH FROM THE INTERSECTION OF US HIGHWAY 167 AND STATE HIGHWAY
 DP6921'157, GO NORTH ON HIGHWAY 167 FOR 7.8 MI (12.6 KM) TO THE STATION ON
 DP6921'THE LEFT, IN A 2 FT (0.6 M) BY 4 FT (1.2 M) ROCK OUTCROP.
 DP6921'
 DP6921'IT IS 90 FT (27.4 M) WEST OF HIGHWAY 167 CENTERLINE AND 4 FT (1.2 M)
 DP6921'WEST OF THE CENTER OF A DITCH.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ4459 ***********************************************************************
 DQ4459  DESIGNATION -  E 343
 DQ4459  PID         -  DQ4459
 DQ4459  STATE/COUNTY-  AR/JEFFERSON
 DQ4459  COUNTRY     -  US
 DQ4459  USGS QUAD   -  LADD (2017)
 DQ4459
 DQ4459                         *CURRENT SURVEY CONTROL
 DQ4459  ______________________________________________________________________
 DQ4459* NAD 83(1986) POSITION- 34 14 46.2    (N) 091 54 36.3    (W)   HD_HELD2
 DQ4459* NAVD 88 ORTHO HEIGHT -    69.321 (meters)      227.43  (feet) ADJUSTED
 DQ4459  ______________________________________________________________________
 DQ4459  GEOID HEIGHT    -        -26.026 (meters)                     GEOID18
 DQ4459  DYNAMIC HEIGHT  -         69.254 (meters)      227.21  (feet) COMP
 DQ4459  MODELED GRAVITY -    979,666.1   (mgal)                       NAVD 88
 DQ4459
 DQ4459  VERT ORDER      -  FIRST     CLASS II
 DQ4459
 DQ4459.The horizontal coordinates were established by autonomous hand held GPS
 DQ4459.observations and have an estimated accuracy of +/- 10 meters.
 DQ4459
 DQ4459.The orthometric height was determined by differential leveling and
 DQ4459.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4459.in February 2017.
 DQ4459
 DQ4459.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4459.GEOID18 height accuracy estimate available here.
 DQ4459
 DQ4459.Click photographs - Photos may exist for this station.
 DQ4459
 DQ4459.The dynamic height is computed by dividing the NAVD 88
 DQ4459.geopotential number by the normal gravity value computed on the
 DQ4459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4459.degrees latitude (g = 980.6199 gals.).
 DQ4459
 DQ4459.The modeled gravity was interpolated from observed gravity values.
 DQ4459
 DQ4459;                    North         East    Units  Estimated Accuracy
 DQ4459;SPC AR S     -   575,190.      408,282.      MT  (+/- 10 meters HH2 GPS)
 DQ4459
 DQ4459_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT0036289988(NAD 83)
 DQ4459
 DQ4459                          SUPERSEDED SURVEY CONTROL
 DQ4459
 DQ4459.No superseded survey control is available for this station.
 DQ4459
 DQ4459_MARKER: DB = BENCH MARK DISK
 DQ4459_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DQ4459_SP_SET: BRIDGE ABUTMENT
 DQ4459_STAMPING: E 343 2015
 DQ4459_MARK LOGO: ARHD
 DQ4459_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ4459_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4459_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ4459+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2015
 DQ4459
 DQ4459  HISTORY     - Date     Condition        Report By
 DQ4459  HISTORY     - 20150622 MONUMENTED       ARHD
 DQ4459
 DQ4459                          STATION DESCRIPTION
 DQ4459
 DQ4459'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 DQ4459'THE STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) SOUTHWEST OF ALTHEIMER,
 DQ4459'5.5 MI (8.8 KM) EAST-NORTHEAST OF PINE BLUFF AND 2.5 MI (4.0 KM)
 DQ4459'SOUTH-SOUTHWEST OF ROB ROY.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ4459'
 DQ4459'TO REACH FROM THE INTERSECTION OF US HIGHWAY 79/63 AND US HIGHWAY 65
 DQ4459'B, GO NORTH ON HIGHWAY 79/63 FOR 4.8 MI (7.7 KM) TO THE STATION ON THE
 DQ4459'RIGHT.
 DQ4459'
 DQ4459'IT IS 20 FT (6.1 M) SOUTH OF HIGHWAY 79 CENTERLINE, 3 FT (0.9 M) NORTH
 DQ4459'OF A FENCE CORNER AND 1 FT (0.3 M) EAST OF A GUARD RAIL.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ3505 ***********************************************************************
 DQ3505  DESIGNATION -  E 344
 DQ3505  PID         -  DQ3505
 DQ3505  STATE/COUNTY-  AR/VAN BUREN
 DQ3505  COUNTRY     -  US
 DQ3505  USGS QUAD   -  CLINTON (2017)
 DQ3505
 DQ3505                         *CURRENT SURVEY CONTROL
 DQ3505  ______________________________________________________________________
 DQ3505* NAD 83(1986) POSITION- 35 30 43.3    (N) 092 25 54.8    (W)   HD_HELD2
 DQ3505* NAVD 88 ORTHO HEIGHT -   211.381 (meters)      693.51  (feet) ADJUSTED
 DQ3505  ______________________________________________________________________
 DQ3505  GEOID HEIGHT    -        -27.948 (meters)                     GEOID18
 DQ3505  DYNAMIC HEIGHT  -        211.185 (meters)      692.86  (feet) COMP
 DQ3505  MODELED GRAVITY -    979,703.9   (mgal)                       NAVD 88
 DQ3505
 DQ3505  VERT ORDER      -  SECOND    CLASS I
 DQ3505
 DQ3505.The horizontal coordinates were established by autonomous hand held GPS
 DQ3505.observations and have an estimated accuracy of +/- 10 meters.
 DQ3505
 DQ3505.The orthometric height was determined by differential leveling and
 DQ3505.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3505.in January 2017.
 DQ3505
 DQ3505.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3505.GEOID18 height accuracy estimate available here.
 DQ3505
 DQ3505.Click photographs - Photos may exist for this station.
 DQ3505
 DQ3505.The dynamic height is computed by dividing the NAVD 88
 DQ3505.geopotential number by the normal gravity value computed on the
 DQ3505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3505.degrees latitude (g = 980.6199 gals.).
 DQ3505
 DQ3505.The modeled gravity was interpolated from observed gravity values.
 DQ3505
 DQ3505;                    North         East    Units  Estimated Accuracy
 DQ3505;SPC AR N     -   130,852.      360,823.      MT  (+/- 10 meters HH2 GPS)
 DQ3505
 DQ3505_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV5151629975(NAD 83)
 DQ3505
 DQ3505                          SUPERSEDED SURVEY CONTROL
 DQ3505
 DQ3505.No superseded survey control is available for this station.
 DQ3505
 DQ3505_MARKER: DB = BENCH MARK DISK
 DQ3505_SETTING: 66 = SET IN ROCK OUTCROP
 DQ3505_STAMPING: E 344 2015
 DQ3505_MARK LOGO: ARHD
 DQ3505_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ3505_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DQ3505+STABILITY: POSITION/ELEVATION WELL
 DQ3505_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ3505+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2015
 DQ3505
 DQ3505  HISTORY     - Date     Condition        Report By
 DQ3505  HISTORY     - 20150909 MONUMENTED       ARHD
 DQ3505
 DQ3505                          STATION DESCRIPTION
 DQ3505
 DQ3505'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 DQ3505'THE STATION IS LOCATED ABOUT 5.7 MI (9.2 KM) SOUTH-SOUTHEAST OF
 DQ3505'CLINTON, 5.5 MI (8.8 KM) NORTHEAST OF FORMOSA AND 4.7 MI (7.6 KM)
 DQ3505'NORTH-NORTHWEST OF BEE BRANCH.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ3505'
 DQ3505'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 9,
 DQ3505'GO SOUTH ON HIGHWAY 65 FOR 1.3 MI (2.1 KM) TO THE STATION ON THE LEFT,
 DQ3505'IN A 1X2' ROCK.
 DQ3505'
 DQ3505'IT IS 98 FT (29.9 M) EAST OF HIGHWAY 65 CENTERLINE, 24 FT (7.3 M)
 DQ3505'SOUTH OF A GRAVEL DRIVE, 9 FT (2.7 M) SOUTH OF A WITNESS POST AND 9 FT
 DQ3505'(2.7 M) SOUTH OF A RIGHT OF WAY MONUMENT.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ3539 ***********************************************************************
 DQ3539  DESIGNATION -  E 345
 DQ3539  PID         -  DQ3539
 DQ3539  STATE/COUNTY-  AR/VAN BUREN
 DQ3539  COUNTRY     -  US
 DQ3539  USGS QUAD   -  BOTKINBURG (2017)
 DQ3539
 DQ3539                         *CURRENT SURVEY CONTROL
 DQ3539  ______________________________________________________________________
 DQ3539* NAD 83(1986) POSITION- 35 43 15.0    (N) 092 31 17.8    (W)   HD_HELD2
 DQ3539* NAVD 88 ORTHO HEIGHT -   433.360 (meters)     1421.78  (feet) ADJUSTED
 DQ3539  ______________________________________________________________________
 DQ3539  GEOID HEIGHT    -        -27.874 (meters)                     GEOID18
 DQ3539  DYNAMIC HEIGHT  -        432.952 (meters)     1420.44  (feet) COMP
 DQ3539  MODELED GRAVITY -    979,679.5   (mgal)                       NAVD 88
 DQ3539
 DQ3539  VERT ORDER      -  SECOND    CLASS I
 DQ3539
 DQ3539.The horizontal coordinates were established by autonomous hand held GPS
 DQ3539.observations and have an estimated accuracy of +/- 10 meters.
 DQ3539
 DQ3539.The orthometric height was determined by differential leveling and
 DQ3539.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3539.in January 2017.
 DQ3539
 DQ3539.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3539.GEOID18 height accuracy estimate available here.
 DQ3539
 DQ3539.Click photographs - Photos may exist for this station.
 DQ3539
 DQ3539.The dynamic height is computed by dividing the NAVD 88
 DQ3539.geopotential number by the normal gravity value computed on the
 DQ3539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3539.degrees latitude (g = 980.6199 gals.).
 DQ3539
 DQ3539.The modeled gravity was interpolated from observed gravity values.
 DQ3539
 DQ3539;                    North         East    Units  Estimated Accuracy
 DQ3539;SPC AR N     -   154,057.      352,808.      MT  (+/- 10 meters HH2 GPS)
 DQ3539
 DQ3539_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV4326753090(NAD 83)
 DQ3539
 DQ3539                          SUPERSEDED SURVEY CONTROL
 DQ3539
 DQ3539.No superseded survey control is available for this station.
 DQ3539
 DQ3539_MARKER: DB = BENCH MARK DISK
 DQ3539_SETTING: 66 = SET IN ROCK OUTCROP
 DQ3539_STAMPING: E 345 2015
 DQ3539_MARK LOGO: ARHD
 DQ3539_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ3539_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DQ3539+STABILITY: POSITION/ELEVATION WELL
 DQ3539_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ3539+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2015
 DQ3539
 DQ3539  HISTORY     - Date     Condition        Report By
 DQ3539  HISTORY     - 20151104 MONUMENTED       ARHD
 DQ3539
 DQ3539                          STATION DESCRIPTION
 DQ3539
 DQ3539'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 DQ3539'THE STATION IS LOCATED ABOUT 7.8 MI (12.6 KM) SOUTH-SOUTHEAST OF
 DQ3539'LESLIE, 6.2 MI (10.0 KM) WEST OF OLD LEXINGTON AND 1.5 MI (2.4 KM)
 DQ3539'NORTH OF BOTKINBURG.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ3539'
 DQ3539'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 110,
 DQ3539'GO NORTH HIGHWAY 65 FOR 1.8 MI (2.9 KM) TO THE STATION ON THE RIGHT,
 DQ3539'IN A 2X2 FT (0.6 M) ROCK STICKING A FOOT OUT OF THE GROUND.
 DQ3539'
 DQ3539'IT IS 150 FT (45.7 M) EAST OF HIGHWAY 65 CENTERLINE, 75 FT (22.9 M)
 DQ3539'SOUTH OF A POWER POLE, 70 FT (21.3 M) SOUTH OF A WOODS ROAD AND 13 FT
 DQ3539'(4.0 M) WEST OF A POWER LINE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ3564 ***********************************************************************
 DQ3564  DESIGNATION -  E 346
 DQ3564  PID         -  DQ3564
 DQ3564  STATE/COUNTY-  AR/SEARCY
 DQ3564  COUNTRY     -  US
 DQ3564  USGS QUAD   -  HARRIET (2017)
 DQ3564
 DQ3564                         *CURRENT SURVEY CONTROL
 DQ3564  ______________________________________________________________________
 DQ3564* NAD 83(1986) POSITION- 35 54 25.8    (N) 092 37 20.7    (W)   HD_HELD2
 DQ3564* NAVD 88 ORTHO HEIGHT -   327.844 (meters)     1075.60  (feet) ADJUSTED
 DQ3564  ______________________________________________________________________
 DQ3564  GEOID HEIGHT    -        -28.097 (meters)                     GEOID18
 DQ3564  DYNAMIC HEIGHT  -        327.543 (meters)     1074.61  (feet) COMP
 DQ3564  MODELED GRAVITY -    979,705.7   (mgal)                       NAVD 88
 DQ3564
 DQ3564  VERT ORDER      -  SECOND    CLASS I
 DQ3564
 DQ3564.The horizontal coordinates were established by autonomous hand held GPS
 DQ3564.observations and have an estimated accuracy of +/- 10 meters.
 DQ3564
 DQ3564.The orthometric height was determined by differential leveling and
 DQ3564.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3564.in January 2017.
 DQ3564
 DQ3564.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3564.GEOID18 height accuracy estimate available here.
 DQ3564
 DQ3564.Click photographs - Photos may exist for this station.
 DQ3564
 DQ3564.The dynamic height is computed by dividing the NAVD 88
 DQ3564.geopotential number by the normal gravity value computed on the
 DQ3564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3564.degrees latitude (g = 980.6199 gals.).
 DQ3564
 DQ3564.The modeled gravity was interpolated from observed gravity values.
 DQ3564
 DQ3564;                    North         East    Units  Estimated Accuracy
 DQ3564;SPC AR N     -   174,783.      343,818.      MT  (+/- 10 meters HH2 GPS)
 DQ3564
 DQ3564_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV3407073717(NAD 83)
 DQ3564
 DQ3564                          SUPERSEDED SURVEY CONTROL
 DQ3564
 DQ3564.No superseded survey control is available for this station.
 DQ3564
 DQ3564_MARKER: DB = BENCH MARK DISK
 DQ3564_SETTING: 66 = SET IN ROCK OUTCROP
 DQ3564_STAMPING: E 346 2016
 DQ3564_MARK LOGO: ARHD
 DQ3564_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3564_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DQ3564+STABILITY: POSITION/ELEVATION WELL
 DQ3564_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ3564+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2016
 DQ3564
 DQ3564  HISTORY     - Date     Condition        Report By
 DQ3564  HISTORY     - 20160116 MONUMENTED       ARHD
 DQ3564
 DQ3564                          STATION DESCRIPTION
 DQ3564
 DQ3564'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 DQ3564'THE STATION IS LOCATED ABOUT 6.4 MI (10.3 KM) NORTHWEST OF LESLIE, 5.3
 DQ3564'MI (8.5 KM) EAST-NORTHEAST OF CANAAN AND IN THE TOWN OF MARSHALL, AR.
 DQ3564'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ3564'
 DQ3564'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY
 DQ3564'14/27 NORTH, GO EAST ON HIGHWAY 14/27 NORTH FOR 0.2 MI (0.3 KM) TO THE
 DQ3564'STATION ON THE RIGHT, IN A 3X2X1' ROCK.
 DQ3564'
 DQ3564'IT IS 66 FT (20.1 M) NORTHEAST OF THE NORTHEAST CORNER OF THE SEVENTH
 DQ3564'DAY ADVENTIST CHURCH, 49 FT (14.9 M) NORTHEAST OF A POWER POLE, 29 FT
 DQ3564'(8.8 M) SOUTH OF HIGHWAY 14/27 NORTH CENTERLINE AND 6 FT (1.8 M) NORTH
 DQ3564'OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ3594 ***********************************************************************
 DQ3594  DESIGNATION -  E 347
 DQ3594  PID         -  DQ3594
 DQ3594  STATE/COUNTY-  AR/SEARCY
 DQ3594  COUNTRY     -  US
 DQ3594  USGS QUAD   -  MARSHALL (2017)
 DQ3594
 DQ3594                         *CURRENT SURVEY CONTROL
 DQ3594  ______________________________________________________________________
 DQ3594* NAD 83(1986) POSITION- 35 58 49.6    (N) 092 44 47.0    (W)   HD_HELD2
 DQ3594* NAVD 88 ORTHO HEIGHT -   210.787 (meters)      691.56  (feet) ADJUSTED
 DQ3594  ______________________________________________________________________
 DQ3594  GEOID HEIGHT    -        -28.304 (meters)                     GEOID18
 DQ3594  DYNAMIC HEIGHT  -        210.597 (meters)      690.93  (feet) COMP
 DQ3594  MODELED GRAVITY -    979,730.1   (mgal)                       NAVD 88
 DQ3594
 DQ3594  VERT ORDER      -  SECOND    CLASS I
 DQ3594
 DQ3594.The horizontal coordinates were established by autonomous hand held GPS
 DQ3594.observations and have an estimated accuracy of +/- 10 meters.
 DQ3594
 DQ3594.The orthometric height was determined by differential leveling and
 DQ3594.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3594.in January 2017.
 DQ3594
 DQ3594.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3594.GEOID18 height accuracy estimate available here.
 DQ3594
 DQ3594.Click photographs - Photos may exist for this station.
 DQ3594
 DQ3594.The dynamic height is computed by dividing the NAVD 88
 DQ3594.geopotential number by the normal gravity value computed on the
 DQ3594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3594.degrees latitude (g = 980.6199 gals.).
 DQ3594
 DQ3594.The modeled gravity was interpolated from observed gravity values.
 DQ3594
 DQ3594;                    North         East    Units  Estimated Accuracy
 DQ3594;SPC AR N     -   182,991.      332,690.      MT  (+/- 10 meters HH2 GPS)
 DQ3594
 DQ3594_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV2286381809(NAD 83)
 DQ3594
 DQ3594                          SUPERSEDED SURVEY CONTROL
 DQ3594
 DQ3594.No superseded survey control is available for this station.
 DQ3594
 DQ3594_MARKER: DB = BENCH MARK DISK
 DQ3594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3594_STAMPING: E 347 2016
 DQ3594_MARK LOGO: ARHD
 DQ3594_PROJECTION: FLUSH
 DQ3594_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DQ3594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3594+STABILITY: SURFACE MOTION
 DQ3594_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ3594+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2016
 DQ3594
 DQ3594  HISTORY     - Date     Condition        Report By
 DQ3594  HISTORY     - 20160309 MONUMENTED       ARHD
 DQ3594
 DQ3594                          STATION DESCRIPTION
 DQ3594
 DQ3594'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 DQ3594'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) SOUTHWEST OF MAUMEE, 6.6
 DQ3594'MI (10.6 KM) NORTHEAST OF SNOWBALL AND 4.7 MI (7.6 KM) SOUTHEAST OF
 DQ3594'SAINT JOE.  OWNERSHIP--TYLER-BEND-BUFFALO RIVER-NATIONAL-PARK.
 DQ3594'
 DQ3594'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 74,
 DQ3594'GO NORTH ON HIGHWAY 65 FOR 4.5 MI (7.2 KM) TO THE OLD HIGHWAY 65 AND
 DQ3594'ABANDONED POWER LINE ROAD TURN LEFT AND GO NORTHWEST ON THE OLD
 DQ3594'HIGHWAY 65 DIRT ROAD FOR 0.65 MI (1.05 KM) TO THE STATION ON THE
 DQ3594'RIGHT, IN A 4X4' CONCRETE SLAB WITH A 1X2X1' CONCRETE POST ON TOP WITH
 DQ3594'A WITNESS POST SET IN IT.
 DQ3594'
 DQ3594'IT IS 222 FT (67.7 M) SOUTH OF A POWER POLE WITH GUY, 103 FT (31.4 M)
 DQ3594'NORTH OF AN ABANDONED POWER POLE, 10 FT (3.0 M) WEST OF A RIDGE AND 9
 DQ3594'FT (2.7 M) EAST OF THE OLD HIGHWAY 65 CENTERLINE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ3621 ***********************************************************************
 DQ3621  DESIGNATION -  E 348
 DQ3621  PID         -  DQ3621
 DQ3621  STATE/COUNTY-  AR/SEARCY
 DQ3621  COUNTRY     -  US
 DQ3621  USGS QUAD   -  WESTERN GROVE (2017)
 DQ3621
 DQ3621                         *CURRENT SURVEY CONTROL
 DQ3621  ______________________________________________________________________
 DQ3621* NAD 83(1986) POSITION- 36 04 06.8    (N) 092 53 23.1    (W)   HD_HELD2
 DQ3621* NAVD 88 ORTHO HEIGHT -   324.854 (meters)     1065.79  (feet) ADJUSTED
 DQ3621  ______________________________________________________________________
 DQ3621  GEOID HEIGHT    -        -28.341 (meters)                     GEOID18
 DQ3621  DYNAMIC HEIGHT  -        324.559 (meters)     1064.82  (feet) COMP
 DQ3621  MODELED GRAVITY -    979,716.5   (mgal)                       NAVD 88
 DQ3621
 DQ3621  VERT ORDER      -  SECOND    CLASS I
 DQ3621
 DQ3621.The horizontal coordinates were established by autonomous hand held GPS
 DQ3621.observations and have an estimated accuracy of +/- 10 meters.
 DQ3621
 DQ3621.The orthometric height was determined by differential leveling and
 DQ3621.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3621.in January 2017.
 DQ3621
 DQ3621.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3621.GEOID18 height accuracy estimate available here.
 DQ3621
 DQ3621.Click photographs - Photos may exist for this station.
 DQ3621
 DQ3621.The dynamic height is computed by dividing the NAVD 88
 DQ3621.geopotential number by the normal gravity value computed on the
 DQ3621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3621.degrees latitude (g = 980.6199 gals.).
 DQ3621
 DQ3621.The modeled gravity was interpolated from observed gravity values.
 DQ3621
 DQ3621;                    North         East    Units  Estimated Accuracy
 DQ3621;SPC AR N     -   192,874.      319,850.      MT  (+/- 10 meters HH2 GPS)
 DQ3621
 DQ3621_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV0992791557(NAD 83)
 DQ3621
 DQ3621                          SUPERSEDED SURVEY CONTROL
 DQ3621
 DQ3621.No superseded survey control is available for this station.
 DQ3621
 DQ3621_MARKER: DB = BENCH MARK DISK
 DQ3621_SETTING: 66 = SET IN ROCK OUTCROP
 DQ3621_STAMPING: E 348 2016
 DQ3621_MARK LOGO: ARHD
 DQ3621_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ3621_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DQ3621+STABILITY: POSITION/ELEVATION WELL
 DQ3621_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3621+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2016
 DQ3621
 DQ3621  HISTORY     - Date     Condition        Report By
 DQ3621  HISTORY     - 20160413 MONUMENTED       ARHD
 DQ3621
 DQ3621                          STATION DESCRIPTION
 DQ3621
 DQ3621'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 DQ3621'THE STATION IS LOCATED ABOUT 6.1 MI (9.8 KM) SOUTH OF EVERTON, 5.5 MI
 DQ3621'(8.8 KM) WEST-NORTHWEST OF SAINT JOE AND 4.2 MI (6.8 KM)
 DQ3621'EAST-SOUTHEAST OF WESTERN GROVE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ3621'
 DQ3621'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 235,
 DQ3621'GO NORTH ON US HIGHWAY 65 FOR 1.6 MI (2.6 KM) TO THE STATION ON THE
 DQ3621'RIGHT.
 DQ3621'
 DQ3621'IT IS 105 FT (32.0 M) WEST OF A POWER POLE, 28 FT (8.5 M) SOUTHWEST OF
 DQ3621'A WITNESS POST, 25 FT (7.6 M) NORTH OF HIGHWAY 65 CENTERLINE AND 15 FT
 DQ3621'(4.6 M) SOUTH OF A 5-BARB FENCE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ4642 ***********************************************************************
 DQ4642  DESIGNATION -  E 349
 DQ4642  PID         -  DQ4642
 DQ4642  STATE/COUNTY-  AR/PULASKI
 DQ4642  COUNTRY     -  US
 DQ4642  USGS QUAD   -  WOODSON (2017)
 DQ4642
 DQ4642                         *CURRENT SURVEY CONTROL
 DQ4642  ______________________________________________________________________
 DQ4642* NAD 83(1986) POSITION- 34 36 39.8    (N) 092 13 06.0    (W)   HD_HELD2
 DQ4642* NAVD 88 ORTHO HEIGHT -    74.942 (meters)      245.87  (feet) ADJUSTED
 DQ4642  ______________________________________________________________________
 DQ4642  GEOID HEIGHT    -        -26.461 (meters)                     GEOID18
 DQ4642  DYNAMIC HEIGHT  -         74.871 (meters)      245.64  (feet) COMP
 DQ4642  MODELED GRAVITY -    979,680.9   (mgal)                       NAVD 88
 DQ4642
 DQ4642  VERT ORDER      -  FIRST     CLASS II
 DQ4642
 DQ4642.The horizontal coordinates were established by autonomous hand held GPS
 DQ4642.observations and have an estimated accuracy of +/- 10 meters.
 DQ4642
 DQ4642.The orthometric height was determined by differential leveling and
 DQ4642.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4642.in April 2017.
 DQ4642
 DQ4642.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4642.GEOID18 height accuracy estimate available here.
 DQ4642
 DQ4642.Click photographs - Photos may exist for this station.
 DQ4642
 DQ4642.The dynamic height is computed by dividing the NAVD 88
 DQ4642.geopotential number by the normal gravity value computed on the
 DQ4642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4642.degrees latitude (g = 980.6199 gals.).
 DQ4642
 DQ4642.The modeled gravity was interpolated from observed gravity values.
 DQ4642
 DQ4642;                    North         East    Units  Estimated Accuracy
 DQ4642;SPC AR S     -   615,683.      379,976.      MT  (+/- 10 meters HH2 GPS)
 DQ4642
 DQ4642_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7166530189(NAD 83)
 DQ4642
 DQ4642                          SUPERSEDED SURVEY CONTROL
 DQ4642
 DQ4642.No superseded survey control is available for this station.
 DQ4642
 DQ4642_MARKER: DB = BENCH MARK DISK
 DQ4642_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ4642_SP_SET: HEADWALL
 DQ4642_STAMPING: E 349 2017
 DQ4642_MARK LOGO: ARHD
 DQ4642_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ4642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ4642+STABILITY: SURFACE MOTION
 DQ4642_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ4642+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2017
 DQ4642
 DQ4642  HISTORY     - Date     Condition        Report By
 DQ4642  HISTORY     - 20170125 MONUMENTED       ARHD
 DQ4642
 DQ4642                          STATION DESCRIPTION
 DQ4642
 DQ4642'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2017 (JDH)
 DQ4642'THE STATION IS LOCATED ABOUT 9.1 MI (14.6 KM) SOUTHWEST OF SCOTT, 5.7
 DQ4642'MI (9.2 KM) NORTH OF WOODSON AND 5.4 MI (8.7 KM) SOUTH-SOUTHEAST OF
 DQ4642'SWEET HOME.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ4642'
 DQ4642'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 365 AND STATE HIGHWAY
 DQ4642'386, GO NORTH ON HIGHWAY 365 FOR 0.6 MI (1.0 KM) TO THE STATION ON THE
 DQ4642'RIGHT.
 DQ4642'
 DQ4642'IT IS 22 FT (6.7 M) NORTHWEST OF AN 18 INCH (46 CM) CONCRETE CULVERT
 DQ4642'AND 14 FT (4.3 M) EAST OF HIGHWAY 365 CENTERLINE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0352 ***********************************************************************
 GF0352  DESIGNATION -  E 35
 GF0352  PID         -  GF0352
 GF0352  STATE/COUNTY-  AR/CARROLL
 GF0352  COUNTRY     -  US
 GF0352  USGS QUAD   -  BLUE EYE (2017)
 GF0352
 GF0352                         *CURRENT SURVEY CONTROL
 GF0352  ______________________________________________________________________
 GF0352* NAD 83(1986) POSITION- 36 27 09.     (N) 093 28 26.     (W)   SCALED
 GF0352* NAVD 88 ORTHO HEIGHT -   405.154 (meters)     1329.24  (feet) ADJUSTED
 GF0352  ______________________________________________________________________
 GF0352  GEOID HEIGHT    -        -28.378 (meters)                     GEOID18
 GF0352  DYNAMIC HEIGHT  -        404.802 (meters)     1328.09  (feet) COMP
 GF0352  MODELED GRAVITY -    979,750.5   (mgal)                       NAVD 88
 GF0352
 GF0352  VERT ORDER      -  SECOND    CLASS 0
 GF0352
 GF0352.The horizontal coordinates were scaled from a map and have
 GF0352.an estimated accuracy of +/- 6 seconds.
 GF0352
 GF0352.The orthometric height was determined by differential leveling and
 GF0352.adjusted by the NATIONAL GEODETIC SURVEY
 GF0352.in June 1991.
 GF0352
 GF0352.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0352.GEOID18 height accuracy estimate available here.
 GF0352
 GF0352.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA575342(NAD 83)
 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
 GF0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0352.See file dsdata.pdf to determine how the superseded data were derived.
 GF0352
 GF0352_MARKER: DB = BENCH MARK DISK
 GF0352_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GF0352_STAMPING: E 35 1934
 GF0352_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 DQ6427 ***********************************************************************
 DQ6427  DESIGNATION -  E 351
 DQ6427  PID         -  DQ6427
 DQ6427  STATE/COUNTY-  AR/PIKE
 DQ6427  COUNTRY     -  US
 DQ6427  USGS QUAD   -  GLENWOOD (2017)
 DQ6427
 DQ6427                         *CURRENT SURVEY CONTROL
 DQ6427  ______________________________________________________________________
 DQ6427* NAD 83(1986) POSITION- 34 18 57.27   (N) 093 32 33.48   (W)   HD_HELD1
 DQ6427* NAVD 88 ORTHO HEIGHT -   179.867 (meters)      590.11  (feet) ADJUSTED
 DQ6427  ______________________________________________________________________
 DQ6427  GEOID HEIGHT    -        -27.725 (meters)                     GEOID18
 DQ6427  DYNAMIC HEIGHT  -        179.685 (meters)      589.52  (feet) COMP
 DQ6427  MODELED GRAVITY -    979,619.1   (mgal)                       NAVD 88
 DQ6427
 DQ6427  VERT ORDER      -  SECOND    CLASS I
 DQ6427
 DQ6427.The horizontal coordinates were determined by differentially corrected
 DQ6427.hand held GPS observations or other comparable positioning techniques
 DQ6427.and have an estimated accuracy of +/- 3 meters.
 DQ6427
 DQ6427.The orthometric height was determined by differential leveling and
 DQ6427.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6427.in October 2017.
 DQ6427
 DQ6427.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6427.GEOID18 height accuracy estimate available here.
 DQ6427
 DQ6427.Click photographs - Photos may exist for this station.
 DQ6427
 DQ6427.The dynamic height is computed by dividing the NAVD 88
 DQ6427.geopotential number by the normal gravity value computed on the
 DQ6427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6427.degrees latitude (g = 980.6199 gals.).
 DQ6427
 DQ6427.The modeled gravity was interpolated from observed gravity values.
 DQ6427
 DQ6427;                    North         East    Units  Estimated Accuracy
 DQ6427;SPC AR S     -   583,992.0     258,029.1     MT  (+/- 3 meters HH1 GPS) 
 DQ6427
 DQ6427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT5007497317(NAD 83)
 DQ6427
 DQ6427                          SUPERSEDED SURVEY CONTROL
 DQ6427
 DQ6427.No superseded survey control is available for this station.
 DQ6427
 DQ6427_MARKER: DB = BENCH MARK DISK
 DQ6427_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DQ6427_SP_SET: SEWER MANHOLE PAD
 DQ6427_STAMPING: E 351 2017
 DQ6427_MARK LOGO: ARHD
 DQ6427_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ6427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ6427+STABILITY: SURFACE MOTION
 DQ6427_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6427+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2017
 DQ6427
 DQ6427  HISTORY     - Date     Condition        Report By
 DQ6427  HISTORY     - 20170913 MONUMENTED       ARHD
 DQ6427
 DQ6427                          STATION DESCRIPTION
 DQ6427
 DQ6427'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2017 (JDH)
 DQ6427'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) SOUTHEAST OF CADDO GAP,
 DQ6427'5.9 MI (9.5 KM) NORTHWEST OF AMITY AND 0.9 MI (1.4 KM) SOUTH-SOUTHEAST
 DQ6427'OF GLENWOOD.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ6427'
 DQ6427'TO REACH FROM THE INTERSECTION OF US HIGHWAY 70 AND STATE HIGHWAY 8,
 DQ6427'GO EAST ON HIGHWAY 8 FOR 0.8 MI (1.3 KM) TO THE STATION ON THE RIGHT,
 DQ6427'IN THE SOUTHEAST CORNER OF A CONCRETE PAD AROUND A SEWER MANHOLE.
 DQ6427'
 DQ6427'IT IS 51 FT (15.5 M) WEST OF A POWER POLE, 44 FT (13.4 M) SOUTH OF
 DQ6427'HIGHWAY 8 CENTERLINE AND 38 FT (11.6 M) EAST OF A CONCRETE DRIVE
 DQ6427'CENTERLINE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ8673 ***********************************************************************
 DQ8673  DESIGNATION -  E 352
 DQ8673  PID         -  DQ8673
 DQ8673  STATE/COUNTY-  AR/DREW
 DQ8673  COUNTRY     -  US
 DQ8673  USGS QUAD   -  SELMA (2017)
 DQ8673
 DQ8673                         *CURRENT SURVEY CONTROL
 DQ8673  ______________________________________________________________________
 DQ8673* NAD 83(1986) POSITION- 33 40 49.44   (N) 091 31 33.43   (W)   HD_HELD1
 DQ8673* NAVD 88 ORTHO HEIGHT -    47.586 (meters)      156.12  (feet) ADJUSTED
 DQ8673  ______________________________________________________________________
 DQ8673  GEOID HEIGHT    -        -25.997 (meters)                     GEOID18
 DQ8673  DYNAMIC HEIGHT  -         47.538 (meters)      155.96  (feet) COMP
 DQ8673  MODELED GRAVITY -    979,618.7   (mgal)                       NAVD 88
 DQ8673
 DQ8673  VERT ORDER      -  SECOND    CLASS I
 DQ8673
 DQ8673.The horizontal coordinates were determined by differentially corrected
 DQ8673.hand held GPS observations or other comparable positioning techniques
 DQ8673.and have an estimated accuracy of +/- 3 meters.
 DQ8673
 DQ8673.The orthometric height was determined by differential leveling and
 DQ8673.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8673.in July 2018.
 DQ8673
 DQ8673.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8673.GEOID18 height accuracy estimate available here.
 DQ8673
 DQ8673.Click photographs - Photos may exist for this station.
 DQ8673
 DQ8673.The dynamic height is computed by dividing the NAVD 88
 DQ8673.geopotential number by the normal gravity value computed on the
 DQ8673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8673.degrees latitude (g = 980.6199 gals.).
 DQ8673
 DQ8673.The modeled gravity was interpolated from observed gravity values.
 DQ8673
 DQ8673;                    North         East    Units  Estimated Accuracy
 DQ8673;SPC AR S     -   512,537.3     443,955.2     MT  (+/- 3 meters HH1 GPS) 
 DQ8673
 DQ8673_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT3663827695(NAD 83)
 DQ8673
 DQ8673                          SUPERSEDED SURVEY CONTROL
 DQ8673
 DQ8673.No superseded survey control is available for this station.
 DQ8673
 DQ8673_MARKER: DB = BENCH MARK DISK
 DQ8673_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DQ8673_SP_SET: WATER WELL
 DQ8673_STAMPING: E 352 2018
 DQ8673_MARK LOGO: ARHD
 DQ8673_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ8673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ8673+STABILITY: SURFACE MOTION
 DQ8673_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8673+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2018
 DQ8673
 DQ8673  HISTORY     - Date     Condition        Report By
 DQ8673  HISTORY     - 20180110 MONUMENTED       ARHD
 DQ8673
 DQ8673                          STATION DESCRIPTION
 DQ8673
 DQ8673'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (JDH)
 DQ8673'THE STATION IS LOCATED ABOUT 8.1 MI (13.0 KM) WEST-NORTHWEST OF
 DQ8673'MCGEHEE, 7.1 MI (11.4 KM) SOUTH-SOUTHWEST OF WINCHESTER AND 2.7 MI
 DQ8673'(4.3 KM) EAST-SOUTHEAST OF SELMA.  OWNERSHIP--TILLAR FARMS.
 DQ8673'
 DQ8673'TO REACH FROM THE INTERSECTION OF US HIGHWAY 278 AND STATE HIGHWAY
 DQ8673'277, GO NORTH ON HIGHWAY 277 FOR 1.4 MI (2.3 KM) TO THE STATION ON THE
 DQ8673'RIGHT, IN THE CONCRETE BASE OF A WATER WELL.
 DQ8673'
 DQ8673'IT IS 61 FT (18.6 M) SOUTH OF HIGHWAY 277 CENTERLINE, 55 FT (16.8 M)
 DQ8673'EAST OF A DIRT FARM ROAD CENTERLINE, 38 FT (11.6 M) SOUTHEAST OF A
 DQ8673'POWER POLE AND 38 FT (11.6 M) SOUTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ8699 ***********************************************************************
 DQ8699  DESIGNATION -  E 353
 DQ8699  PID         -  DQ8699
 DQ8699  STATE/COUNTY-  AR/DESHA
 DQ8699  COUNTRY     -  US
 DQ8699  USGS QUAD   -  WINCHESTER (2017)
 DQ8699
 DQ8699                         *CURRENT SURVEY CONTROL
 DQ8699  ______________________________________________________________________
 DQ8699* NAD 83(1986) POSITION- 33 45 54.3    (N) 091 27 38.4    (W)   HD_HELD2
 DQ8699* NAVD 88 ORTHO HEIGHT -    44.468 (meters)      145.89  (feet) ADJUSTED
 DQ8699  ______________________________________________________________________
 DQ8699  GEOID HEIGHT    -        -26.090 (meters)                     GEOID18
 DQ8699  DYNAMIC HEIGHT  -         44.423 (meters)      145.74  (feet) COMP
 DQ8699  MODELED GRAVITY -    979,623.5   (mgal)                       NAVD 88
 DQ8699
 DQ8699  VERT ORDER      -  SECOND    CLASS I
 DQ8699
 DQ8699.The horizontal coordinates were established by autonomous hand held GPS
 DQ8699.observations and have an estimated accuracy of +/- 10 meters.
 DQ8699
 DQ8699.The orthometric height was determined by differential leveling and
 DQ8699.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8699.in July 2018.
 DQ8699
 DQ8699.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8699.GEOID18 height accuracy estimate available here.
 DQ8699
 DQ8699.Click photographs - Photos may exist for this station.
 DQ8699
 DQ8699.The dynamic height is computed by dividing the NAVD 88
 DQ8699.geopotential number by the normal gravity value computed on the
 DQ8699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8699.degrees latitude (g = 980.6199 gals.).
 DQ8699
 DQ8699.The modeled gravity was interpolated from observed gravity values.
 DQ8699
 DQ8699;                    North         East    Units  Estimated Accuracy
 DQ8699;SPC AR S     -   521,959.      449,959.      MT  (+/- 10 meters HH2 GPS)
 DQ8699
 DQ8699_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT4255037173(NAD 83)
 DQ8699
 DQ8699                          SUPERSEDED SURVEY CONTROL
 DQ8699
 DQ8699.No superseded survey control is available for this station.
 DQ8699
 DQ8699_MARKER: DB = BENCH MARK DISK
 DQ8699_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ8699_SP_SET: HEADWALL
 DQ8699_STAMPING: E 353 2018
 DQ8699_MARK LOGO: ARHD
 DQ8699_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ8699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ8699+STABILITY: SURFACE MOTION
 DQ8699_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8699+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2018
 DQ8699
 DQ8699  HISTORY     - Date     Condition        Report By
 DQ8699  HISTORY     - 20180306 MONUMENTED       ARHD
 DQ8699
 DQ8699                          STATION DESCRIPTION
 DQ8699
 DQ8699'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (JDH)
 DQ8699'THE STATION IS LOCATED ABOUT 8.3 MI (13.4 KM) SOUTH-SOUTHEAST OF
 DQ8699'DUMAS, 7.9 MI (12.7 KM) NORTHEAST OF SELMA AND 0.8 MI (1.3 KM)
 DQ8699'EAST-SOUTHEAST OF WINCHESTER.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ8699'
 DQ8699'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 277,
 DQ8699'GO NORTH ON HIGHWAY 65 FOR 3.7 MI (6.0 KM) TO THE STATION ON THE
 DQ8699'RIGHT, IN THE CENTER OF THE EAST HEADWALL.
 DQ8699'
 DQ8699'IT IS 54 FT (16.5 M) SOUTH OF AN 18 INCH (46 CM) METAL CULVERT AND 36
 DQ8699'FT (11.0 M) EAST OF HIGHWAY 65 NORTH BOUND LANE SHOULDER.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR1108 ***********************************************************************
 DR1108  DESIGNATION -  E 354
 DR1108  PID         -  DR1108
 DR1108  STATE/COUNTY-  AR/CLARK
 DR1108  COUNTRY     -  US
 DR1108  USGS QUAD   -  ARKADELPHIA (2017)
 DR1108
 DR1108                         *CURRENT SURVEY CONTROL
 DR1108  ______________________________________________________________________
 DR1108* NAD 83(1986) POSITION- 34 04 09.0    (N) 093 06 57.0    (W)   HD_HELD2
 DR1108* NAVD 88 ORTHO HEIGHT -    96.042 (meters)      315.10  (feet) ADJUSTED
 DR1108  ______________________________________________________________________
 DR1108  GEOID HEIGHT    -        -26.828 (meters)                     GEOID18
 DR1108  DYNAMIC HEIGHT  -         95.946 (meters)      314.78  (feet) COMP
 DR1108  MODELED GRAVITY -    979,632.7   (mgal)                       NAVD 88
 DR1108
 DR1108  VERT ORDER      -  SECOND    CLASS I
 DR1108
 DR1108.The horizontal coordinates were established by autonomous hand held GPS
 DR1108.observations and have an estimated accuracy of +/- 10 meters.
 DR1108
 DR1108.The orthometric height was determined by differential leveling and
 DR1108.adjusted by the NATIONAL GEODETIC SURVEY
 DR1108.in February 2019.
 DR1108
 DR1108.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR1108.GEOID18 height accuracy estimate available here.
 DR1108
 DR1108.Click photographs - Photos may exist for this station.
 DR1108
 DR1108.The dynamic height is computed by dividing the NAVD 88
 DR1108.geopotential number by the normal gravity value computed on the
 DR1108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR1108.degrees latitude (g = 980.6199 gals.).
 DR1108
 DR1108.The modeled gravity was interpolated from observed gravity values.
 DR1108
 DR1108;                    North         East    Units  Estimated Accuracy
 DR1108;SPC AR S     -   556,116.      297,008.      MT  (+/- 10 meters HH2 GPS)
 DR1108
 DR1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT8931169831(NAD 83)
 DR1108
 DR1108                          SUPERSEDED SURVEY CONTROL
 DR1108
 DR1108.No superseded survey control is available for this station.
 DR1108
 DR1108_MARKER: DB = BENCH MARK DISK
 DR1108_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DR1108_SP_SET: HEADWALL
 DR1108_STAMPING: E 354 2018
 DR1108_MARK LOGO: ARHD
 DR1108_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR1108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR1108+STABILITY: SURFACE MOTION
 DR1108_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR1108+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2018
 DR1108
 DR1108  HISTORY     - Date     Condition        Report By
 DR1108  HISTORY     - 20181114 MONUMENTED       ARHD
 DR1108
 DR1108                          STATION DESCRIPTION
 DR1108
 DR1108'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (JDH)
 DR1108'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) SOUTH-SOUTHEAST OF DE
 DR1108'GRAY, 5.0 MI (8.0 KM) SOUTHWEST OF ARKADELPHIA AND 5.0 MI (8.0 KM)
 DR1108'NORTH OF CURTIS.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR1108'
 DR1108'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 26 AND INTERSTATE 30,
 DR1108'GO EAST ON HIGHWAY 26 FOR 0.35 MI (0.56 KM) TO THE STATION ON THE
 DR1108'RIGHT, IN THE EAST END OF THE SOUTH HEADWALL.
 DR1108'
 DR1108'IT IS 36 FT (11.0 M) SOUTHWEST OF HIGHWAY 26 CENTERLINE, 31 FT (9.4 M)
 DR1108'NORTHEAST OF A 6 FT (1.8 M) CHAIN LINK FENCE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR3446 ***********************************************************************
 DR3446  DESIGNATION -  E 355
 DR3446  PID         -  DR3446
 DR3446  STATE/COUNTY-  AR/MISSISSIPPI
 DR3446  COUNTRY     -  US
 DR3446  USGS QUAD   -  KEISER (2017)
 DR3446
 DR3446                         *CURRENT SURVEY CONTROL
 DR3446  ______________________________________________________________________
 DR3446* NAD 83(1986) POSITION- 35 43 11.6    (N) 090 01 59.9    (W)   HD_HELD2
 DR3446* NAVD 88 ORTHO HEIGHT -    71.411 (meters)      234.29  (feet) ADJUSTED
 DR3446  ______________________________________________________________________
 DR3446  GEOID HEIGHT    -        -27.746 (meters)                     GEOID18
 DR3446  DYNAMIC HEIGHT  -         71.350 (meters)      234.09  (feet) COMP
 DR3446  MODELED GRAVITY -    979,780.4   (mgal)                       NAVD 88
 DR3446
 DR3446  VERT ORDER      -  FIRST     CLASS II
 DR3446
 DR3446.The horizontal coordinates were established by autonomous hand held GPS
 DR3446.observations and have an estimated accuracy of +/- 10 meters.
 DR3446
 DR3446.The orthometric height was determined by differential leveling and
 DR3446.adjusted by the NATIONAL GEODETIC SURVEY
 DR3446.in June 2020.
 DR3446
 DR3446.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR3446.GEOID18 height accuracy estimate available here.
 DR3446
 DR3446.Click photographs - Photos may exist for this station.
 DR3446
 DR3446.The dynamic height is computed by dividing the NAVD 88
 DR3446.geopotential number by the normal gravity value computed on the
 DR3446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR3446.degrees latitude (g = 980.6199 gals.).
 DR3446
 DR3446.The modeled gravity was interpolated from observed gravity values.
 DR3446
 DR3446;                    North         East    Units  Estimated Accuracy
 DR3446;SPC AR N     -   155,604.      577,927.      MT  (+/- 10 meters HH2 GPS)
 DR3446
 DR3446_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6836156939(NAD 83)
 DR3446
 DR3446                          SUPERSEDED SURVEY CONTROL
 DR3446
 DR3446.No superseded survey control is available for this station.
 DR3446
 DR3446_MARKER: DB = BENCH MARK DISK
 DR3446_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DR3446_SP_SET: HEADWALL WING WALL
 DR3446_STAMPING: E 355 2019
 DR3446_MARK LOGO: ARHD
 DR3446_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR3446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR3446+STABILITY: SURFACE MOTION
 DR3446_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR3446+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2019
 DR3446
 DR3446  HISTORY     - Date     Condition        Report By
 DR3446  HISTORY     - 20190819 MONUMENTED       ARHD
 DR3446
 DR3446                          STATION DESCRIPTION
 DR3446
 DR3446'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2019 (JDH)
 DR3446'THE STATION IS LOCATED ABOUT 6.4 MI (10.3 KM) WEST-SOUTHWEST OF
 DR3446'LUXORA, 4.9 MI (7.9 KM) NORTHEAST OF KEISER AND 3.7 MI (6.0 KM)
 DR3446'WEST-NORTHWEST OF OSCEOLA.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR3446'
 DR3446'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 119 AND STATE HIGHWAY
 DR3446'140, GO NORTH ON HIGHWAY 119 FOR 2.5 MI (4.0 KM) TO THE STATION ON THE
 DR3446'LEFT, IN THE NORTH END OF THE WEST HEADWALL.
 DR3446'
 DR3446'IT IS 180 FT (54.9 M) SOUTH OF THE SOUTH END OF A GUARD RAIL AND 21 FT
 DR3446'(6.4 M) SOUTHWEST OF HIGHWAY 119 CENTERLINE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR7086 ***********************************************************************
 DR7086  DESIGNATION -  E 356
 DR7086  PID         -  DR7086
 DR7086  STATE/COUNTY-  AR/CRITTENDEN
 DR7086  COUNTRY     -  US
 DR7086  USGS QUAD   -  WEST MEMPHIS (2017)
 DR7086
 DR7086                         *CURRENT SURVEY CONTROL
 DR7086  ______________________________________________________________________
 DR7086* NAD 83(1986) POSITION- 35 09 33.3    (N) 090 08 25.7    (W)   HD_HELD2
 DR7086* NAVD 88 ORTHO HEIGHT -    64.937 (meters)      213.05  (feet) ADJUSTED
 DR7086  ______________________________________________________________________
 DR7086  GEOID HEIGHT    -        -27.322 (meters)                     GEOID18
 DR7086  DYNAMIC HEIGHT  -         64.879 (meters)      212.86  (feet) COMP
 DR7086  MODELED GRAVITY -    979,733.1   (mgal)                       NAVD 88
 DR7086
 DR7086  VERT ORDER      -  SECOND    CLASS I
 DR7086
 DR7086.The horizontal coordinates were established by autonomous hand held GPS
 DR7086.observations and have an estimated accuracy of +/- 10 meters.
 DR7086
 DR7086.The orthometric height was determined by differential leveling and
 DR7086.adjusted by the NATIONAL GEODETIC SURVEY
 DR7086.in January 2022.
 DR7086
 DR7086.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7086.GEOID18 height accuracy estimate available here.
 DR7086
 DR7086.Click photographs - Photos may exist for this station.
 DR7086
 DR7086.The dynamic height is computed by dividing the NAVD 88
 DR7086.geopotential number by the normal gravity value computed on the
 DR7086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7086.degrees latitude (g = 980.6199 gals.).
 DR7086
 DR7086.The modeled gravity was interpolated from observed gravity values.
 DR7086
 DR7086;                    North         East    Units  Estimated Accuracy
 DR7086;SPC AR N     -    93,228.      569,407.      MT  (+/- 10 meters HH2 GPS)
 DR7086
 DR7086_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6046694448(NAD 83)
 DR7086
 DR7086                          SUPERSEDED SURVEY CONTROL
 DR7086
 DR7086.No superseded survey control is available for this station.
 DR7086
 DR7086_MARKER: DB = BENCH MARK DISK
 DR7086_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DR7086_SP_SET: HEADWALL
 DR7086_STAMPING: E 356 2021
 DR7086_MARK LOGO: ARHD
 DR7086_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR7086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR7086+STABILITY: SURFACE MOTION
 DR7086_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7086+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2021
 DR7086
 DR7086  HISTORY     - Date     Condition        Report By
 DR7086  HISTORY     - 20210630 MONUMENTED       ARHD
 DR7086
 DR7086                          STATION DESCRIPTION
 DR7086
 DR7086'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2021 (JDH)
 DR7086'THE MARK IS LOCATED ABOUT 10.3 MI (16.6 KM) EAST-NORTHEAST OF
 DR7086'EDMONDSON, 10.0 MI (16.1 KM) SOUTH-SOUTHEAST OF JERICHO AND 2.6 MI
 DR7086'(4.2 KM) EAST-NORTHEAST OF WEST MEMPHIS.  OWNERSHIP--ROAD
 DR7086'RIGHT-OF-WAY.
 DR7086'
 DR7086'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 191 AND CITY STREET
 DR7086'SOUTHLAND DRIVE, GO EAST ALONG SOUTHLAND DRIVE FOR 1.10 MI (1.77 KM)
 DR7086'TO THE STATION ON THE RIGHT, IN THE CENTER OF THE SOUTH HEADWALL.
 DR7086'
 DR7086'IT IS 41 FT (12.5 M) SOUTH OF SOUTHLAND DRIVE CENTERLINE, 31 FT (9.4
 DR7086'M) NORTHWEST OF A SEWER MANHOLE AND 13 FT (4.0 M) EAST OF A 12 INCH
 DR7086'(30 CM) METAL PIPE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR7307 ***********************************************************************
 DR7307  DESIGNATION -  E 357
 DR7307  PID         -  DR7307
 DR7307  STATE/COUNTY-  AR/SHARP
 DR7307  COUNTRY     -  US
 DR7307  USGS QUAD   -  ASH FLAT (2017)
 DR7307
 DR7307                         *CURRENT SURVEY CONTROL
 DR7307  ______________________________________________________________________
 DR7307* NAD 83(1986) POSITION- 36 14 34.2    (N) 091 35 32.7    (W)   HD_HELD2
 DR7307* NAVD 88 ORTHO HEIGHT -   174.361 (meters)      572.05  (feet) ADJUSTED
 DR7307  ______________________________________________________________________
 DR7307  GEOID HEIGHT    -        -28.236 (meters)                     GEOID18
 DR7307  DYNAMIC HEIGHT  -        174.214 (meters)      571.57  (feet) COMP
 DR7307  MODELED GRAVITY -    979,783.6   (mgal)                       NAVD 88
 DR7307
 DR7307  VERT ORDER      -  SECOND    CLASS I
 DR7307
 DR7307.The horizontal coordinates were established by autonomous hand held GPS
 DR7307.observations and have an estimated accuracy of +/- 10 meters.
 DR7307
 DR7307.The orthometric height was determined by differential leveling and
 DR7307.adjusted by the NATIONAL GEODETIC SURVEY
 DR7307.in January 2022.
 DR7307
 DR7307.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7307.GEOID18 height accuracy estimate available here.
 DR7307
 DR7307.Click photographs - Photos may exist for this station.
 DR7307
 DR7307.The dynamic height is computed by dividing the NAVD 88
 DR7307.geopotential number by the normal gravity value computed on the
 DR7307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7307.degrees latitude (g = 980.6199 gals.).
 DR7307
 DR7307.The modeled gravity was interpolated from observed gravity values.
 DR7307
 DR7307;                    North         East    Units  Estimated Accuracy
 DR7307;SPC AR N     -   211,926.      436,636.      MT  (+/- 10 meters HH2 GPS)
 DR7307
 DR7307_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA2647511801(NAD 83)
 DR7307
 DR7307                          SUPERSEDED SURVEY CONTROL
 DR7307
 DR7307.No superseded survey control is available for this station.
 DR7307
 DR7307_MARKER: DB = BENCH MARK DISK
 DR7307_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DR7307_SP_SET: BRIDGE PARAPET WALL
 DR7307_STAMPING: E 357 2021
 DR7307_MARK LOGO: ARHD
 DR7307_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR7307_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7307_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR7307+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2025
 DR7307
 DR7307  HISTORY     - Date     Condition        Report By
 DR7307  HISTORY     - 20210901 MONUMENTED       ARHD
 DR7307  HISTORY     - 20251014 GOOD             ARHD
 DR7307
 DR7307                          STATION DESCRIPTION
 DR7307
 DR7307'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2021 (JDH)
 DR7307'THE MARK IS LOCATED ABOUT 6.0 MI (9.7 KM) EAST-SOUTHEAST OF AGNOS, 4.4
 DR7307'MI (7.1 KM) WEST-SOUTHWEST OF STUART AND 1.6 MI (2.6 KM) NORTHEAST OF
 DR7307'ASH FLAT.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7307'
 DR7307'TO REACH FROM THE INTERSECTION OF US HIGHWAY 62/412 AND US HIGHWAY
 DR7307'167, GO EAST ALONG HIGHWAY 62/412 FOR 0.65 MI (1.05 KM) TO THE STATION
 DR7307'ON THE RIGHT, IN THE SOUTHEAST CORNER OF THE BRIDGE PARAPET WALL.
 DR7307'
 DR7307'IT IS 35 FT (10.7 M) SOUTHEAST OF HIGHWAY 62/412 AND 2 FT (0.6 M)
 DR7307'NORTH OF THE GUARD RAIL.
 DR7307
 DR7307                          STATION RECOVERY (2025)
 DR7307
 DR7307'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2025 (WAT)
 DR7307'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR7472 ***********************************************************************
 DR7472  DESIGNATION -  E 358
 DR7472  PID         -  DR7472
 DR7472  STATE/COUNTY-  AR/DALLAS
 DR7472  COUNTRY     -  US
 DR7472  USGS QUAD   -  FORDYCE (2017)
 DR7472
 DR7472                         *CURRENT SURVEY CONTROL
 DR7472  ______________________________________________________________________
 DR7472* NAD 83(1986) POSITION- 33 48 35.5    (N) 092 27 08.9    (W)   HD_HELD2
 DR7472* NAVD 88 ORTHO HEIGHT -    81.811 (meters)      268.41  (feet) ADJUSTED
 DR7472  ______________________________________________________________________
 DR7472  GEOID HEIGHT    -        -26.091 (meters)                     GEOID18
 DR7472  DYNAMIC HEIGHT  -         81.727 (meters)      268.13  (feet) COMP
 DR7472  MODELED GRAVITY -    979,611.8   (mgal)                       NAVD 88
 DR7472
 DR7472  VERT ORDER      -  SECOND    CLASS I
 DR7472
 DR7472.The horizontal coordinates were established by autonomous hand held GPS
 DR7472.observations and have an estimated accuracy of +/- 10 meters.
 DR7472
 DR7472.The orthometric height was determined by differential leveling and
 DR7472.adjusted by the NATIONAL GEODETIC SURVEY
 DR7472.in January 2022.
 DR7472
 DR7472.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7472.GEOID18 height accuracy estimate available here.
 DR7472
 DR7472.Click photographs - Photos may exist for this station.
 DR7472
 DR7472.The dynamic height is computed by dividing the NAVD 88
 DR7472.geopotential number by the normal gravity value computed on the
 DR7472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7472.degrees latitude (g = 980.6199 gals.).
 DR7472
 DR7472.The modeled gravity was interpolated from observed gravity values.
 DR7472
 DR7472;                    North         East    Units  Estimated Accuracy
 DR7472;SPC AR S     -   526,887.      358,109.      MT  (+/- 10 meters HH2 GPS)
 DR7472
 DR7472_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT5067541208(NAD 83)
 DR7472
 DR7472                          SUPERSEDED SURVEY CONTROL
 DR7472
 DR7472.No superseded survey control is available for this station.
 DR7472
 DR7472_MARKER: DB = BENCH MARK DISK
 DR7472_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR7472_SP_SET: CATCH BASIN
 DR7472_STAMPING: E 358 2021
 DR7472_MARK LOGO: ARHD
 DR7472_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR7472_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR7472_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR7472+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2021
 DR7472
 DR7472  HISTORY     - Date     Condition        Report By
 DR7472  HISTORY     - 20211026 MONUMENTED       ARHD
 DR7472
 DR7472                          STATION DESCRIPTION
 DR7472
 DR7472'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2021 (JDH)
 DR7472'THE MARK IS LOCATED ABOUT 6.2 MI (10.0 KM) EAST-NORTHEAST OF
 DR7472'HOPEVILLE, 4.5 MI (7.2 KM) NORTH-NORTHWEST OF CHAMBERSVILLE AND 2.3 MI
 DR7472'(3.7 KM) WEST OF FORDYCE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7472'
 DR7472'TO REACH FROM THE INTERSECTION OF US HIGHWAY 167 AND STATE HIGHWAY
 DR7472'79B, GO EAST ON HIGHWAY 79B FOR 0.25 MI (0.40 KM) TO THE STATION ON
 DR7472'THE LEFT, IN THE WEST EDGE OF THE CATCH BASIN.
 DR7472'
 DR7472'IT IS 21 FT (6.4 M) WEST OF HIGHWAY 167 NORTH BOUND LANE EDGE OF
 DR7472'PAVEMENT AND 15 FT (4.6 M) EAST OF HIGHWAY 167 SOUTH BOUND LANE EDGE
 DR7472'OF PAVEMENT.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR8569 ***********************************************************************
 DR8569  DESIGNATION -  E 359
 DR8569  PID         -  DR8569
 DR8569  STATE/COUNTY-  AR/FRANKLIN
 DR8569  COUNTRY     -  US
 DR8569  USGS QUAD   -  OZARK (2017)
 DR8569
 DR8569                         *CURRENT SURVEY CONTROL
 DR8569  ______________________________________________________________________
 DR8569* NAD 83(1986) POSITION- 35 29 55.3    (N) 093 50 36.1    (W)   HD_HELD2
 DR8569* NAVD 88 ORTHO HEIGHT -   142.117 (meters)      466.26  (feet) ADJUSTED
 DR8569  ______________________________________________________________________
 DR8569  GEOID HEIGHT    -        -29.199 (meters)                     GEOID18
 DR8569  DYNAMIC HEIGHT  -        141.987 (meters)      465.84  (feet) COMP
 DR8569  MODELED GRAVITY -    979,713.1   (mgal)                       NAVD 88
 DR8569
 DR8569  VERT ORDER      -  SECOND    CLASS I
 DR8569
 DR8569.The horizontal coordinates were established by autonomous hand held GPS
 DR8569.observations and have an estimated accuracy of +/- 10 meters.
 DR8569
 DR8569.The orthometric height was determined by differential leveling and
 DR8569.adjusted by the NATIONAL GEODETIC SURVEY
 DR8569.in February 2023.
 DR8569
 DR8569.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8569.GEOID18 height accuracy estimate available here.
 DR8569
 DR8569.Click photographs - Photos may exist for this station.
 DR8569
 DR8569.The dynamic height is computed by dividing the NAVD 88
 DR8569.geopotential number by the normal gravity value computed on the
 DR8569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR8569.degrees latitude (g = 980.6199 gals.).
 DR8569
 DR8569.The modeled gravity was interpolated from observed gravity values.
 DR8569
 DR8569;                    North         East    Units  Estimated Accuracy
 DR8569;SPC AR N     -   130,852.      232,771.      MT  (+/- 10 meters HH2 GPS)
 DR8569
 DR8569_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV2351028675(NAD 83)
 DR8569
 DR8569                          SUPERSEDED SURVEY CONTROL
 DR8569
 DR8569.No superseded survey control is available for this station.
 DR8569
 DR8569_MARKER: DB = BENCH MARK DISK
 DR8569_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DR8569_SP_SET: BRIDGE ABUTMENT
 DR8569_STAMPING: E 359 2022
 DR8569_MARK LOGO: ARHD
 DR8569_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR8569_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR8569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR8569+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2022
 DR8569
 DR8569  HISTORY     - Date     Condition        Report By
 DR8569  HISTORY     - 20221102 MONUMENTED       ARHD
 DR8569
 DR8569                          STATION DESCRIPTION
 DR8569
 DR8569'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2022 (JDH)
 DR8569'THE MARK IS LOCATED ABOUT 5.4 MI (8.7 KM) SOUTHEAST OF CRAVENS, 5.2 MI
 DR8569'(8.4 KM) SOUTH OF WATALULA AND 1.2 MI (1.9 KM) NORTHWEST OF OZARK.
 DR8569'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR8569'
 DR8569'TO REACH FROM THE INTERSECTION OF US HIGHWAY 64 AND STATE HIGHWAY 23
 DR8569'N, HEAD NORTH ALONG HIGHWAY 23 FOR 0.60 MI (0.97 KM) TO THE STATION ON
 DR8569'THE RIGHT, IN THE SOUTHEAST CORNER OF THE BRIDGE.
 DR8569'
 DR8569'IT IS 12 FT (3.7 M) EAST OF HIGHWAY 23 CENTERLINE, 1 FT (0.3 M)
 DR8569'WEST OF GUARD RAIL.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR9505 ***********************************************************************
 DR9505  DESIGNATION -  E 360
 DR9505  PID         -  DR9505
 DR9505  STATE/COUNTY-  AR/FAULKNER
 DR9505  COUNTRY     -  US
 DR9505  USGS QUAD   -  HAMLET (2017)
 DR9505
 DR9505                         *CURRENT SURVEY CONTROL
 DR9505  ______________________________________________________________________
 DR9505* NAD 83(1986) POSITION- 35 04 31.3    (N) 092 22 17.0    (W)   HD_HELD2
 DR9505* NAVD 88 ORTHO HEIGHT -    91.471 (meters)      300.10  (feet) ADJUSTED
 DR9505  ______________________________________________________________________
 DR9505  GEOID HEIGHT    -        -27.814 (meters)                     GEOID18
 DR9505  DYNAMIC HEIGHT  -         91.385 (meters)      299.82  (feet) COMP
 DR9505  MODELED GRAVITY -    979,695.2   (mgal)                       NAVD 88
 DR9505
 DR9505  VERT ORDER      -  FIRST     CLASS II
 DR9505
 DR9505.The horizontal coordinates were established by autonomous hand held GPS
 DR9505.observations and have an estimated accuracy of +/- 10 meters.
 DR9505
 DR9505.The orthometric height was determined by differential leveling and
 DR9505.adjusted by the NATIONAL GEODETIC SURVEY
 DR9505.in January 2024.
 DR9505
 DR9505.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9505.GEOID18 height accuracy estimate available here.
 DR9505
 DR9505.Click photographs - Photos may exist for this station.
 DR9505
 DR9505.The dynamic height is computed by dividing the NAVD 88
 DR9505.geopotential number by the normal gravity value computed on the
 DR9505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9505.degrees latitude (g = 980.6199 gals.).
 DR9505
 DR9505.The modeled gravity was interpolated from observed gravity values.
 DR9505
 DR9505;                    North         East    Units  Estimated Accuracy
 DR9505;SPC AR N     -    82,386.      366,129.      MT  (+/- 10 meters HH2 GPS)
 DR9505
 DR9505_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5730981581(NAD 83)
 DR9505
 DR9505                          SUPERSEDED SURVEY CONTROL
 DR9505
 DR9505.No superseded survey control is available for this station.
 DR9505
 DR9505_MARKER: DB = BENCH MARK DISK
 DR9505_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR9505_SP_SET: MAN HOLE
 DR9505_STAMPING: E 360 2023
 DR9505_MARK LOGO: ARHD
 DR9505_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR9505_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR9505_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR9505+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2023
 DR9505
 DR9505  HISTORY     - Date     Condition        Report By
 DR9505  HISTORY     - 20230920 MONUMENTED       ARHD
 DR9505
 DR9505                          STATION DESCRIPTION
 DR9505
 DR9505'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2023 (JDH)
 DR9505'THE MARK IS LOCATED ABOUT 8.5 MI (13.7 KM) EAST-SOUTHEAST OF GLEASON,
 DR9505'4.1 MI (6.6 KM) EAST-SOUTHEAST OF CONWAY AND 3.8 MI (6.1 KM) WEST OF
 DR9505'HAMLET.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR9505'
 DR9505'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 286 AND CITY STREET
 DR9505'EAST GERMAN LANE, HEAD NORTH ALONG EAST GERMAN LANE FOR 0.6 MI (1.0
 DR9505'KM) TO CITY STREET MIDDLE ROAD.  TURN RIGHT AND HEAD EAST ALONG MIDDLE
 DR9505'ROAD FOR 1.7 MI (2.7 KM) TO THE STATION ON THE RIGHT.
 DR9505'
 DR9505'IT IS 92 FT (28.0 M) EAST OF SHANANDOAH DRIVE CENTERLINE, 31 FT (9.4
 DR9505'M) SOUTH OF MIDDLE ROAD CENTERLINE AND 16 FT (4.9 M) WEST OF A
 DR9505'COMBINATION POLE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DS1901 ***********************************************************************
 DS1901  DESIGNATION -  E 361
 DS1901  PID         -  DS1901
 DS1901  STATE/COUNTY-  AR/SCOTT
 DS1901  COUNTRY     -  US
 DS1901  USGS QUAD   -  WALDRON (2017)
 DS1901
 DS1901                         *CURRENT SURVEY CONTROL
 DS1901  ______________________________________________________________________
 DS1901* NAD 83(1986) POSITION- 34 53 15.6    (N) 094 06 29.7    (W)   HD_HELD2
 DS1901* NAVD 88 ORTHO HEIGHT -   227.675 (meters)      746.96  (feet) ADJUSTED
 DS1901  ______________________________________________________________________
 DS1901  GEOID HEIGHT    -        -30.686 (meters)                     GEOID18
 DS1901  DYNAMIC HEIGHT  -        227.438 (meters)      746.19  (feet) COMP
 DS1901  MODELED GRAVITY -    979,590.8   (mgal)                       NAVD 88
 DS1901
 DS1901  VERT ORDER      -  FIRST     CLASS II
 DS1901
 DS1901.The horizontal coordinates were established by autonomous hand held GPS
 DS1901.observations and have an estimated accuracy of +/- 10 meters.
 DS1901
 DS1901.The orthometric height was determined by differential leveling and
 DS1901.adjusted by the NATIONAL GEODETIC SURVEY
 DS1901.in August 2024.
 DS1901
 DS1901.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS1901.GEOID18 height accuracy estimate available here.
 DS1901
 DS1901.Click photographs - Photos may exist for this station.
 DS1901
 DS1901.The dynamic height is computed by dividing the NAVD 88
 DS1901.geopotential number by the normal gravity value computed on the
 DS1901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS1901.degrees latitude (g = 980.6199 gals.).
 DS1901
 DS1901.The modeled gravity was interpolated from observed gravity values.
 DS1901
 DS1901;                    North         East    Units  Estimated Accuracy
 DS1901;SPC AR N     -    63,562.      207,292.      MT  (+/- 10 meters HH2 GPS)
 DS1901
 DS1901_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU9873061146(NAD 83)
 DS1901
 DS1901                          SUPERSEDED SURVEY CONTROL
 DS1901
 DS1901.No superseded survey control is available for this station.
 DS1901
 DS1901_MARKER: DV = VERTICAL CONTROL DISK
 DS1901_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DS1901+WITH SETTING: PAVEMENT
 DS1901_SP_SET: FLAGPOLE BASE
 DS1901_STAMPING: E 361 2024
 DS1901_MARK LOGO: ARHD
 DS1901_PROJECTION: FLUSH
 DS1901_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS1901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS1901+STABILITY: SURFACE MOTION
 DS1901_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DS1901+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2024
 DS1901
 DS1901  HISTORY     - Date     Condition        Report By
 DS1901  HISTORY     - 20240321 MONUMENTED       ARHD
 DS1901
 DS1901                          STATION DESCRIPTION
 DS1901
 DS1901'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (JDH)
 DS1901'THE MARK IS LOCATED ABOUT 8.2 MI (13.2 KM) NORTH-NORTHWEST OF BOLES,
 DS1901'5.5 MI (8.8 KM) SOUTHEAST OF HON AND 1.2 MI (1.9 KM) SOUTHWEST OF
 DS1901'WALDRON.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DS1901'
 DS1901'TO REACH FROM THE INTERSECTION OF US HIGHWAY 71 AND US HIGHWAY 71B
 DS1901'HEAD NORTH ON US HIGHWAY 71 FOR 3.25 MI (5.23 KM) TO THE STATION ON
 DS1901'THE LEFT, AT THE US FOREST SERVICES RANGER STATION 1541, A ALUMINUM
 DS1901'CAP SET IN THE BASE OF FLAGPOLE.
 DS1901'
 DS1901'IT IS 102 FT (31.1 M) SOUTH OF THE CENTERLINE OF HIGHWAY 248, 15 FT
 DS1901'(4.6 M) NORTHWEST OF THE NORTHEAST CORNER OF RED BRICK RANGER STATION
 DS1901'AND 1 FT (0.3 M) SOUTHEAST OF FLAGPOLE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DS1952 ***********************************************************************
 DS1952  DESIGNATION -  E 362
 DS1952  PID         -  DS1952
 DS1952  STATE/COUNTY-  AR/SEBASTIAN
 DS1952  COUNTRY     -  US
 DS1952  USGS QUAD   -  BARLING (2017)
 DS1952
 DS1952                         *CURRENT SURVEY CONTROL
 DS1952  ______________________________________________________________________
 DS1952* NAD 83(1986) POSITION- 35 21 06.1    (N) 094 17 39.7    (W)   HD_HELD2
 DS1952* NAVD 88 ORTHO HEIGHT -   120.790 (meters)      396.29  (feet) ADJUSTED
 DS1952  ______________________________________________________________________
 DS1952  GEOID HEIGHT    -        -30.110 (meters)                     GEOID18
 DS1952  DYNAMIC HEIGHT  -        120.676 (meters)      395.92  (feet) COMP
 DS1952  MODELED GRAVITY -    979,691.1   (mgal)                       NAVD 88
 DS1952
 DS1952  VERT ORDER      -  FIRST     CLASS II
 DS1952
 DS1952.The horizontal coordinates were established by autonomous hand held GPS
 DS1952.observations and have an estimated accuracy of +/- 10 meters.
 DS1952
 DS1952.The orthometric height was determined by differential leveling and
 DS1952.adjusted by the NATIONAL GEODETIC SURVEY
 DS1952.in September 2024.
 DS1952
 DS1952.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS1952.GEOID18 height accuracy estimate available here.
 DS1952
 DS1952.Click photographs - Photos may exist for this station.
 DS1952
 DS1952.The dynamic height is computed by dividing the NAVD 88
 DS1952.geopotential number by the normal gravity value computed on the
 DS1952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS1952.degrees latitude (g = 980.6199 gals.).
 DS1952
 DS1952.The modeled gravity was interpolated from observed gravity values.
 DS1952
 DS1952;                    North         East    Units  Estimated Accuracy
 DS1952;SPC AR N     -   115,408.      191,483.      MT  (+/- 10 meters HH2 GPS)
 DS1952
 DS1952_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV8239112814(NAD 83)
 DS1952
 DS1952                          SUPERSEDED SURVEY CONTROL
 DS1952
 DS1952.No superseded survey control is available for this station.
 DS1952
 DS1952_MARKER: DV = VERTICAL CONTROL DISK
 DS1952_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DS1952_SP_SET: 4X4 BLOCK
 DS1952_STAMPING: E 362 2024
 DS1952_MARK LOGO: ARHD
 DS1952_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS1952_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS1952_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DS1952+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2024
 DS1952
 DS1952  HISTORY     - Date     Condition        Report By
 DS1952  HISTORY     - 20240509 MONUMENTED       ARHD
 DS1952
 DS1952                          STATION DESCRIPTION
 DS1952
 DS1952'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (JDH)
 DS1952'THE MARK IS LOCATED ABOUT 6.3 MI (10.1 KM) EAST-SOUTHEAST OF FORT
 DS1952'SMITH, 6.2 MI (10.0 KM) EAST-NORTHEAST OF SOUTH FORT SMITH AND 1.8 MI
 DS1952'(2.9 KM) NORTH-NORTHEAST OF BARLING.  CORPS OF ENGINEER.
 DS1952'
 DS1952'TO REACH FROM THE INTERSECTION OF FRONTIER ROAD AND FORT STREET HEAD
 DS1952'NORTH ON FRONTIER ROAD FOR 2.6 MI (4.2 KM) TO THE LOCK AND DAM ROAD ON
 DS1952'YOUR LEFT, THEN SOUTH ON LOCK AND DAM ROAD FOR 0.60 MI (0.97 KM) TO
 DS1952'THE STATION ON THE RIGHT, AN ALUMINUM CAP SET IN WEST SIDE OF A 4X4
 DS1952'CONCRETE BLOCK.
 DS1952'
 DS1952'IT IS 18.8 FT (5.7 M) NORTHEAST OF CORNER OF 4 FT (1.2 M) CHAIN LINK
 DS1952'FENCE AT WATERS EDGE AND 3.8 FT (1.2 M) WEST OF 15 FT (4.6 M) CONCRETE
 DS1952'WALL.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DS2475 ***********************************************************************
 DS2475  DESIGNATION -  E 363
 DS2475  PID         -  DS2475
 DS2475  STATE/COUNTY-  AR/COLUMBIA
 DS2475  COUNTRY     -  US
 DS2475  USGS QUAD   -  MAGNOLIA (2017)
 DS2475
 DS2475                         *CURRENT SURVEY CONTROL
 DS2475  ______________________________________________________________________
 DS2475* NAD 83(1986) POSITION- 33 20 21.3    (N) 093 12 54.5    (W)   HD_HELD2
 DS2475* NAVD 88 ORTHO HEIGHT -    99.001 (meters)      324.81  (feet) ADJUSTED
 DS2475  ______________________________________________________________________
 DS2475  GEOID HEIGHT    -        -26.469 (meters)                     GEOID18
 DS2475  DYNAMIC HEIGHT  -         98.895 (meters)      324.46  (feet) COMP
 DS2475  MODELED GRAVITY -    979,567.8   (mgal)                       NAVD 88
 DS2475
 DS2475  VERT ORDER      -  SECOND    CLASS I
 DS2475
 DS2475.The horizontal coordinates were established by autonomous hand held GPS
 DS2475.observations and have an estimated accuracy of +/- 10 meters.
 DS2475
 DS2475.The orthometric height was determined by differential leveling and
 DS2475.adjusted by the NATIONAL GEODETIC SURVEY
 DS2475.in October 2024.
 DS2475
 DS2475.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS2475.GEOID18 height accuracy estimate available here.
 DS2475
 DS2475.Click photographs - Photos may exist for this station.
 DS2475
 DS2475.The dynamic height is computed by dividing the NAVD 88
 DS2475.geopotential number by the normal gravity value computed on the
 DS2475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS2475.degrees latitude (g = 980.6199 gals.).
 DS2475
 DS2475.The modeled gravity was interpolated from observed gravity values.
 DS2475
 DS2475;                    North         East    Units  Estimated Accuracy
 DS2475;SPC AR S     -   475,270.      286,882.      MT  (+/- 10 meters HH2 GPS)
 DS2475
 DS2475_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS7997988917(NAD 83)
 DS2475
 DS2475                          SUPERSEDED SURVEY CONTROL
 DS2475
 DS2475.No superseded survey control is available for this station.
 DS2475
 DS2475_MARKER: DB = BENCH MARK DISK
 DS2475_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DS2475_SP_SET: HEADWALL
 DS2475_STAMPING: E 363 2024
 DS2475_MARK LOGO: ARHD
 DS2475_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS2475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS2475+STABILITY: SURFACE MOTION
 DS2475_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS2475+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2024
 DS2475
 DS2475  HISTORY     - Date     Condition        Report By
 DS2475  HISTORY     - 20240903 MONUMENTED       ARHD
 DS2475
 DS2475                          STATION DESCRIPTION
 DS2475
 DS2475'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (JDH)
 DS2475'THE MARK IS LOCATED ABOUT 5.6 MI (9.0 KM) SOUTHEAST OF LAMARTINE, 5.2
 DS2475'MI (8.4 KM) NORTH-NORTHEAST OF MAGNOLIA AND 4.7 MI (7.6 KM) EAST OF
 DS2475'WALDO.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DS2475'
 DS2475'TO REACH FROM THE INTERSECTION OF US HIGHWAY 82 AND STATE HIGHWAY 355,
 DS2475'HEAD NORTH ALONG MULERIDER TRAIL FOR 3.20 MI (5.15 KM) TO THE STATION
 DS2475'ON THE RIGHT, AN ALUMINUM CAP SET IN THE CENTER OF THE EAST HEADWALL.
 DS2475'
 DS2475'IT IS 63 FT (19.2 M) SOUTH OF A POWER POLE, 26 FT (7.9 M) NORTHWEST OF
 DS2475'A CHICKEN WIRE FENCE AND 18 FT (5.5 M) SOUTHEAST OF MULERIDER TRAIL
 DS2475'CENTERLINE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DS3557 ***********************************************************************
 DS3557  DESIGNATION -  E 364
 DS3557  PID         -  DS3557
 DS3557  STATE/COUNTY-  AR/MILLER
 DS3557  COUNTRY     -  US
 DS3557  USGS QUAD   -  MANDEVILLE (2017)
 DS3557
 DS3557                         *CURRENT SURVEY CONTROL
 DS3557  ______________________________________________________________________
 DS3557* NAD 83(1986) POSITION- 33 24 05.4    (N) 093 58 42.2    (W)   HD_HELD2
 DS3557* NAVD 88 ORTHO HEIGHT -   107.851 (meters)      353.84  (feet) ADJUSTED
 DS3557  ______________________________________________________________________
 DS3557  GEOID HEIGHT    -        -26.873 (meters)                     GEOID18
 DS3557  DYNAMIC HEIGHT  -        107.736 (meters)      353.46  (feet) COMP
 DS3557  MODELED GRAVITY -    979,568.6   (mgal)                       NAVD 88
 DS3557
 DS3557  VERT ORDER      -  FIRST     CLASS II
 DS3557
 DS3557.The horizontal coordinates were established by autonomous hand held GPS
 DS3557.observations and have an estimated accuracy of +/- 10 meters.
 DS3557
 DS3557.The orthometric height was determined by differential leveling and
 DS3557.adjusted by the NATIONAL GEODETIC SURVEY
 DS3557.in January 2026.
 DS3557
 DS3557.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3557.GEOID18 height accuracy estimate available here.
 DS3557
 DS3557.Click photographs - Photos may exist for this station.
 DS3557
 DS3557.The dynamic height is computed by dividing the NAVD 88
 DS3557.geopotential number by the normal gravity value computed on the
 DS3557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS3557.degrees latitude (g = 980.6199 gals.).
 DS3557
 DS3557.The modeled gravity was interpolated from observed gravity values.
 DS3557
 DS3557;                    North         East    Units  Estimated Accuracy
 DS3557;SPC AR S     -   483,281.      215,970.      MT  (+/- 10 meters HH2 GPS)
 DS3557
 DS3557_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS0901796226(NAD 83)
 DS3557
 DS3557                          SUPERSEDED SURVEY CONTROL
 DS3557
 DS3557.No superseded survey control is available for this station.
 DS3557
 DS3557_MARKER: DB = BENCH MARK DISK
 DS3557_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DS3557_SP_SET: HEADWALL
 DS3557_STAMPING: E 364 2025
 DS3557_MARK LOGO: ARHD
 DS3557_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS3557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS3557+STABILITY: SURFACE MOTION
 DS3557_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DS3557+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2025
 DS3557
 DS3557  HISTORY     - Date     Condition        Report By
 DS3557  HISTORY     - 20250602 MONUMENTED       ARHD
 DS3557
 DS3557                          STATION DESCRIPTION
 DS3557
 DS3557'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2025 (JDH)
 DS3557'THE MARK IS LOCATED ABOUT 11.1 MI (17.9 KM) NORTH-NORTHWEST OF FOUKE,
 DS3557'5.6 MI (9.0 KM) SOUTH OF MANDEVILLE AND 4.4 MI (7.1 KM) SOUTHEAST OF
 DS3557'TEXARKANA.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DS3557'
 DS3557'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 237 AND US HIGHWAY 71,
 DS3557'HEAD NORTH ALONG HIGHWAY 237 FOR 2.25 MI (3.62 KM) TO THE STATION ON
 DS3557'THE RIGHT, AN ALUMINUM CAP SET IN THE CENTER OF THE EAST HEADWALL.
 DS3557'
 DS3557'IT IS 166 FT (50.6 M) SOUTH OF RAILROAD CENTERLINE AND 28 FT (8.5 M)
 DS3557'EAST OF HIGHWAY 237 CENTERLINE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DS3776 ***********************************************************************
 DS3776  DESIGNATION -  E 365
 DS3776  PID         -  DS3776
 DS3776  STATE/COUNTY-  AR/MADISON
 DS3776  COUNTRY     -  US
 DS3776  USGS QUAD   -  FORUM (2017)
 DS3776
 DS3776                         *CURRENT SURVEY CONTROL
 DS3776  ______________________________________________________________________
 DS3776* NAD 83(1986) POSITION- 36 09 25.7    (N) 093 41 09.8    (W)   HD_HELD2
 DS3776* NAVD 88 ORTHO HEIGHT -   460.299 (meters)     1510.16  (feet) ADJUSTED
 DS3776  ______________________________________________________________________
 DS3776  GEOID HEIGHT    -        -28.037 (meters)                     GEOID18
 DS3776  DYNAMIC HEIGHT  -        459.882 (meters)     1508.80  (feet) COMP
 DS3776  MODELED GRAVITY -    979,712.2   (mgal)                       NAVD 88
 DS3776
 DS3776  VERT ORDER      -  SECOND    CLASS I
 DS3776
 DS3776.The horizontal coordinates were established by autonomous hand held GPS
 DS3776.observations and have an estimated accuracy of +/- 10 meters.
 DS3776
 DS3776.The orthometric height was determined by differential leveling and
 DS3776.adjusted by the NATIONAL GEODETIC SURVEY
 DS3776.in January 2026.
 DS3776
 DS3776.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3776.GEOID18 height accuracy estimate available here.
 DS3776
 DS3776.Click photographs - Photos may exist for this station.
 DS3776
 DS3776.The dynamic height is computed by dividing the NAVD 88
 DS3776.geopotential number by the normal gravity value computed on the
 DS3776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS3776.degrees latitude (g = 980.6199 gals.).
 DS3776
 DS3776.The modeled gravity was interpolated from observed gravity values.
 DS3776
 DS3776;                    North         East    Units  Estimated Accuracy
 DS3776;SPC AR N     -   203,640.      248,291.      MT  (+/- 10 meters HH2 GPS)
 DS3776
 DS3776_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA3828901595(NAD 83)
 DS3776
 DS3776                          SUPERSEDED SURVEY CONTROL
 DS3776
 DS3776.No superseded survey control is available for this station.
 DS3776
 DS3776_MARKER: DB = BENCH MARK DISK
 DS3776_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DS3776_SP_SET: HEADWALL
 DS3776_STAMPING: E 365 2025
 DS3776_MARK LOGO: ARHD
 DS3776_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS3776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS3776+STABILITY: SURFACE MOTION
 DS3776_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DS3776+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2025
 DS3776
 DS3776  HISTORY     - Date     Condition        Report By
 DS3776  HISTORY     - 20250918 MONUMENTED       ARHD
 DS3776
 DS3776                          STATION DESCRIPTION
 DS3776
 DS3776'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2025 (JDH)
 DS3776'THE MARK IS LOCATED ABOUT 5.8 MI (9.3 KM) NORTH-NORTHEAST OF
 DS3776'HUNTSVILLE, 5.7 MI (9.2 KM) WEST-NORTHWEST OF MARBLE AND 2.3 MI (3.7
 DS3776'KM) SOUTHEAST OF FORUM.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DS3776'
 DS3776'TO REACH FROM THE INTERSECTION OF US HIGHWAY 412 AND STATE HIGHWAY
 DS3776'127, HEAD NORTH ALONG HIGHWAY 127 FOR 1.85 MI (2.98 KM) TO THE STATION
 DS3776'ON THE RIGHT, AN ALUMINUM CAP SET IN THE CENTER OF THE NORTH HEADWALL.
 DS3776'IT IS 21 FT (6.4 M) SOUTHWEST OF A BARB-WIRE FENCE AND 18 FT (5.5 M)
 DS3776'NORTHEAST OF HIGHWAY 127 CENTERLINE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0120 ***********************************************************************
 GF0120  DESIGNATION -  E 37
 GF0120  PID         -  GF0120
 GF0120  STATE/COUNTY-  AR/BOONE
 GF0120  COUNTRY     -  US
 GF0120  USGS QUAD   -  ZINC (2017)
 GF0120
 GF0120                         *CURRENT SURVEY CONTROL
 GF0120  ______________________________________________________________________
 GF0120* NAD 83(1986) POSITION- 36 17 05.3    (N) 092 54 51.5    (W)   HD_HELD2
 GF0120* NAVD 88 ORTHO HEIGHT -   266.471 (meters)      874.25  (feet) ADJUSTED
 GF0120  ______________________________________________________________________
 GF0120  GEOID HEIGHT    -        -28.374 (meters)                     GEOID18
 GF0120  DYNAMIC HEIGHT  -        266.236 (meters)      873.48  (feet) COMP
 GF0120  MODELED GRAVITY -    979,742.4   (mgal)                       NAVD 88
 GF0120
 GF0120  VERT ORDER      -  SECOND    CLASS I
 GF0120
 GF0120.The horizontal coordinates were established by autonomous hand held GPS
 GF0120.observations and have an estimated accuracy of +/- 10 meters.
 GF0120
 GF0120.The orthometric height was determined by differential leveling and
 GF0120.adjusted by the NATIONAL GEODETIC SURVEY
 GF0120.in June 1991.
 GF0120
 GF0120.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0120.GEOID18 height accuracy estimate available here.
 GF0120
 GF0120.Click photographs - Photos may exist for this station.
 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     -   216,889.      317,861.      MT  (+/- 10 meters HH2 GPS)
 GF0120
 GF0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA0769515541(NAD 83)
 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
 GF0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0120.See file dsdata.pdf to determine how the superseded data were derived.
 GF0120
 GF0120_MARKER: DB = BENCH MARK DISK
 GF0120_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GF0120_STAMPING: E 37 1934
 GF0120_MARK LOGO: CGS
 GF0120_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0120_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GF0120+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2015
 GF0120
 GF0120  HISTORY     - Date     Condition        Report By
 GF0120  HISTORY     - 1934     MONUMENTED       CGS
 GF0120  HISTORY     - 1972     GOOD             USGS
 GF0120  HISTORY     - 1972     GOOD             NGS
 GF0120  HISTORY     - 20150203 GOOD             ARHD
 GF0120  HISTORY     - 20150226 GOOD             ARHD
 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.
 GF0120
 GF0120                          STATION RECOVERY (2015)
 GF0120
 GF0120'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (WDA)
 GF0120'RECOVERED IN GOOD CONDITION.
 GF0120
 GF0120                          STATION RECOVERY (2015)
 GF0120
 GF0120'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 GF0120'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0096 ***********************************************************************
 GF0096  DESIGNATION -  E 38
 GF0096  PID         -  GF0096
 GF0096  STATE/COUNTY-  AR/BAXTER
 GF0096  COUNTRY     -  US
 GF0096  USGS QUAD   -  CLARKRIDGE (2017)
 GF0096
 GF0096                         *CURRENT SURVEY CONTROL
 GF0096  ______________________________________________________________________
 GF0096* NAD 83(1986) POSITION- 36 22 30.     (N) 092 19 02.     (W)   SCALED
 GF0096* NAVD 88 ORTHO HEIGHT -   250.412 (meters)      821.56  (feet) ADJUSTED
 GF0096  ______________________________________________________________________
 GF0096  GEOID HEIGHT    -        -28.414 (meters)                     GEOID18
 GF0096  DYNAMIC HEIGHT  -        250.200 (meters)      820.86  (feet) COMP
 GF0096  MODELED GRAVITY -    979,778.8   (mgal)                       NAVD 88
 GF0096
 GF0096  VERT ORDER      -  SECOND    CLASS 0
 GF0096
 GF0096.The horizontal coordinates were scaled from a map and have
 GF0096.an estimated accuracy of +/- 6 seconds.
 GF0096
 GF0096.The orthometric height was determined by differential leveling and
 GF0096.adjusted by the NATIONAL GEODETIC SURVEY
 GF0096.in June 1991.
 GF0096
 GF0096.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0096.GEOID18 height accuracy estimate available here.
 GF0096
 GF0096.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA612257(NAD 83)
 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
 GF0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0096.See file dsdata.pdf to determine how the superseded data were derived.
 GF0096
 GF0096_MARKER: DB = BENCH MARK DISK
 GF0096_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GF0096_STAMPING: E 38 1934
 GF0096_MARK LOGO: CGS
 GF0096_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0053 ***********************************************************************
 GF0053  DESIGNATION -  E 39
 GF0053  PID         -  GF0053
 GF0053  STATE/COUNTY-  AR/BAXTER
 GF0053  COUNTRY     -  US
 GF0053  USGS QUAD   -  NORFORK (2017)
 GF0053
 GF0053                         *CURRENT SURVEY CONTROL
 GF0053  ______________________________________________________________________
 GF0053* NAD 83(1986) POSITION- 36 13 46.     (N) 092 18 08.     (W)   SCALED
 GF0053* NAVD 88 ORTHO HEIGHT -   123.503 (meters)      405.19  (feet) ADJUSTED
 GF0053  ______________________________________________________________________
 GF0053  GEOID HEIGHT    -        -28.323 (meters)                     GEOID18
 GF0053  DYNAMIC HEIGHT  -        123.398 (meters)      404.85  (feet) COMP
 GF0053  MODELED GRAVITY -    979,778.8   (mgal)                       NAVD 88
 GF0053
 GF0053  VERT ORDER      -  SECOND    CLASS 0
 GF0053
 GF0053.The horizontal coordinates were scaled from a map and have
 GF0053.an estimated accuracy of +/- 6 seconds.
 GF0053
 GF0053.The orthometric height was determined by differential leveling and
 GF0053.adjusted by the NATIONAL GEODETIC SURVEY
 GF0053.in June 1991.
 GF0053
 GF0053.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0053.GEOID18 height accuracy estimate available here.
 GF0053
 GF0053.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA627096(NAD 83)
 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
 GF0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0053.See file dsdata.pdf to determine how the superseded data were derived.
 GF0053
 GF0053_MARKER: DB = BENCH MARK DISK
 GF0053_SETTING: 66 = SET IN ROCK OUTCROP
 GF0053_STAMPING: E 39 1934
 GF0053_MARK LOGO: CGS
 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  HISTORY     - 20100512 MARK NOT FOUND   ARHD
 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.
 GF0053
 GF0053                          STATION RECOVERY (2010)
 GF0053
 GF0053'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2010 (JDH)
 GF0053'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0006 ***********************************************************************
 FF0006  DESIGNATION -  E 4
 FF0006  PID         -  FF0006
 FF0006  STATE/COUNTY-  AR/POINSETT
 FF0006  COUNTRY     -  US
 FF0006  USGS QUAD   -  MARKED TREE (2017)
 FF0006
 FF0006                         *CURRENT SURVEY CONTROL
 FF0006  ______________________________________________________________________
 FF0006* NAD 83(1986) POSITION- 35 36 09.     (N) 090 27 51.     (W)   SCALED
 FF0006* NAVD 88 ORTHO HEIGHT -    67.019 (meters)      219.88  (feet) ADJUSTED
 FF0006  ______________________________________________________________________
 FF0006  GEOID HEIGHT    -        -27.778 (meters)                     GEOID18
 FF0006  DYNAMIC HEIGHT  -         66.961 (meters)      219.69  (feet) COMP
 FF0006  MODELED GRAVITY -    979,760.7   (mgal)                       NAVD 88
 FF0006
 FF0006  VERT ORDER      -  FIRST     CLASS II
 FF0006
 FF0006.The horizontal coordinates were scaled from a map and have
 FF0006.an estimated accuracy of +/- 6 seconds.
 FF0006
 FF0006.The orthometric height was determined by differential leveling and
 FF0006.adjusted by the NATIONAL GEODETIC SURVEY
 FF0006.in June 1991.
 FF0006
 FF0006.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0006.GEOID18 height accuracy estimate available here.
 FF0006
 FF0006.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV297428(NAD 83)
 FF0006
 FF0006                          SUPERSEDED SURVEY CONTROL
 FF0006
 FF0006  NGVD 29 (11/26/84)   66.946  (m)          219.64   (f) ADJUSTED    1 2
 FF0006
 FF0006.Superseded values are not recommended for survey control.
 FF0006
 FF0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0006.See file dsdata.pdf to determine how the superseded data were derived.
 FF0006
 FF0006_MARKER: DB = BENCH MARK DISK
 FF0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0006_STAMPING: 217.490 E 4 1928
 FF0006_MARK LOGO: CGS
 FF0006_PROJECTION: PROJECTING 23 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0581 ***********************************************************************
 GE0581  DESIGNATION -  E 40 RESET
 GE0581  PID         -  GE0581
 GE0581  STATE/COUNTY-  AR/FULTON
 GE0581  COUNTRY     -  US
 GE0581  USGS QUAD   -  SALEM (2017)
 GE0581
 GE0581                         *CURRENT SURVEY CONTROL
 GE0581  ______________________________________________________________________
 GE0581* NAD 83(1986) POSITION- 36 18 13.     (N) 091 45 33.     (W)   SCALED
 GE0581* NAVD 88 ORTHO HEIGHT -   234.532 (meters)      769.46  (feet) ADJUSTED
 GE0581  ______________________________________________________________________
 GE0581  GEOID HEIGHT    -        -28.224 (meters)                     GEOID18
 GE0581  DYNAMIC HEIGHT  -        234.334 (meters)      768.81  (feet) COMP
 GE0581  MODELED GRAVITY -    979,782.2   (mgal)                       NAVD 88
 GE0581
 GE0581  VERT ORDER      -  SECOND    CLASS 0
 GE0581
 GE0581.The horizontal coordinates were scaled from a map and have
 GE0581.an estimated accuracy of +/- 6 seconds.
 GE0581
 GE0581.The orthometric height was determined by differential leveling and
 GE0581.adjusted by the NATIONAL GEODETIC SURVEY
 GE0581.in June 1991.
 GE0581
 GE0581.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0581.GEOID18 height accuracy estimate available here.
 GE0581
 GE0581.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA114183(NAD 83)
 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
 GE0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0581.See file dsdata.pdf to determine how the superseded data were derived.
 GE0581
 GE0581_MARKER: DB = BENCH MARK DISK
 GE0581_SETTING: 66 = SET IN ROCK OUTCROP
 GE0581_STAMPING: E 40 1934 RESET 1955
 GE0581_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1610 ***********************************************************************
 FF1610  DESIGNATION -  E 41
 FF1610  PID         -  FF1610
 FF1610  STATE/COUNTY-  AR/SHARP
 FF1610  COUNTRY     -  US
 FF1610  USGS QUAD   -  CAVE CITY (2017)
 FF1610
 FF1610                         *CURRENT SURVEY CONTROL
 FF1610  ______________________________________________________________________
 FF1610* NAD 83(1986) POSITION- 35 57 05.0    (N) 091 32 56.9    (W)   HD_HELD2
 FF1610* NAVD 88 ORTHO HEIGHT -   210.035 (meters)      689.09  (feet) ADJUSTED
 FF1610  ______________________________________________________________________
 FF1610  GEOID HEIGHT    -        -27.883 (meters)                     GEOID18
 FF1610  DYNAMIC HEIGHT  -        209.852 (meters)      688.49  (feet) COMP
 FF1610  MODELED GRAVITY -    979,757.3   (mgal)                       NAVD 88
 FF1610
 FF1610  VERT ORDER      -  SECOND    CLASS 0
 FF1610
 FF1610.The horizontal coordinates were established by autonomous hand held GPS
 FF1610.observations and have an estimated accuracy of +/- 10 meters.
 FF1610
 FF1610.The orthometric height was determined by differential leveling and
 FF1610.adjusted by the NATIONAL GEODETIC SURVEY
 FF1610.in June 1991.
 FF1610
 FF1610.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1610.GEOID18 height accuracy estimate available here.
 FF1610
 FF1610.Click photographs - Photos may exist for this station.
 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     -   179,605.      440,674.      MT  (+/- 10 meters HH2 GPS)
 FF1610
 FF1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV3084779529(NAD 83)
 FF1610
 FF1610                          SUPERSEDED SURVEY CONTROL
 FF1610
 FF1610  NGVD 29 (11/26/84)  209.957  (m)          688.83   (f) ADJUSTED    2 0
 FF1610
 FF1610.Superseded values are not recommended for survey control.
 FF1610
 FF1610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1610.See file dsdata.pdf to determine how the superseded data were derived.
 FF1610
 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_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1540 ***********************************************************************
 FF1540  DESIGNATION -  E 42
 FF1540  PID         -  FF1540
 FF1540  STATE/COUNTY-  AR/CLEBURNE
 FF1540  COUNTRY     -  US
 FF1540  USGS QUAD   -  GREERS FERRY DAM (2017)
 FF1540
 FF1540                         *CURRENT SURVEY CONTROL
 FF1540  ______________________________________________________________________
 FF1540* NAD 83(1986) POSITION- 35 34 21.     (N) 091 56 05.     (W)   SCALED
 FF1540* NAVD 88 ORTHO HEIGHT -   270.155 (meters)      886.33  (feet) ADJUSTED
 FF1540  ______________________________________________________________________
 FF1540  GEOID HEIGHT    -        -27.365 (meters)                     GEOID18
 FF1540  DYNAMIC HEIGHT  -        269.909 (meters)      885.53  (feet) COMP
 FF1540  MODELED GRAVITY -    979,717.3   (mgal)                       NAVD 88
 FF1540
 FF1540  VERT ORDER      -  SECOND    CLASS 0
 FF1540
 FF1540.The horizontal coordinates were scaled from a map and have
 FF1540.an estimated accuracy of +/- 6 seconds.
 FF1540
 FF1540.The orthometric height was determined by differential leveling and
 FF1540.adjusted by the NATIONAL GEODETIC SURVEY
 FF1540.in June 1991.
 FF1540
 FF1540.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1540.GEOID18 height accuracy estimate available here.
 FF1540
 FF1540.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV965370(NAD 83)
 FF1540
 FF1540                          SUPERSEDED SURVEY CONTROL
 FF1540
 FF1540  NGVD 29 (11/26/84)  270.081  (m)          886.09   (f) ADJUSTED    2 0
 FF1540
 FF1540.Superseded values are not recommended for survey control.
 FF1540
 FF1540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1540.See file dsdata.pdf to determine how the superseded data were derived.
 FF1540
 FF1540_MARKER: DB = BENCH MARK DISK
 FF1540_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FF1540_SP_SET: CULVERT HEADWALL
 FF1540_STAMPING: E 42 1935
 FF1540_MARK LOGO: CGS
 FF1540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1540+STABILITY: SURFACE MOTION
 FF1540
 FF1540  HISTORY     - Date     Condition        Report By
 FF1540  HISTORY     - 1935     MONUMENTED       CGS
 FF1540  HISTORY     - 1954     GOOD             CGS
 FF1540  HISTORY     - 20111104 MARK NOT FOUND   ARHD
 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.
 FF1540
 FF1540                          STATION RECOVERY (2011)
 FF1540
 FF1540'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (SES)
 FF1540'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1583 ***********************************************************************
 FF1583  DESIGNATION -  E 43
 FF1583  PID         -  FF1583
 FF1583  STATE/COUNTY-  AR/INDEPENDENCE
 FF1583  COUNTRY     -  US
 FF1583  USGS QUAD   -  BETHESDA (2017)
 FF1583
 FF1583                         *CURRENT SURVEY CONTROL
 FF1583  ______________________________________________________________________
 FF1583* NAD 83(1986) POSITION- 35 51 16.     (N) 091 50 41.     (W)   SCALED
 FF1583* NAVD 88 ORTHO HEIGHT -    92.422 (meters)      303.22  (feet) ADJUSTED
 FF1583  ______________________________________________________________________
 FF1583  GEOID HEIGHT    -        -27.675 (meters)                     GEOID18
 FF1583  DYNAMIC HEIGHT  -         92.342 (meters)      302.96  (feet) COMP
 FF1583  MODELED GRAVITY -    979,773.8   (mgal)                       NAVD 88
 FF1583
 FF1583  VERT ORDER      -  SECOND    CLASS 0
 FF1583
 FF1583.The horizontal coordinates were scaled from a map and have
 FF1583.an estimated accuracy of +/- 6 seconds.
 FF1583
 FF1583.The orthometric height was determined by differential leveling and
 FF1583.adjusted by the NATIONAL GEODETIC SURVEY
 FF1583.in June 1991.
 FF1583
 FF1583.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1583.GEOID18 height accuracy estimate available here.
 FF1583
 FF1583.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV043684(NAD 83)
 FF1583
 FF1583                          SUPERSEDED SURVEY CONTROL
 FF1583
 FF1583  NGVD 29 (11/26/84)   92.335  (m)          302.94   (f) ADJUSTED    2 0
 FF1583
 FF1583.Superseded values are not recommended for survey control.
 FF1583
 FF1583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1583.See file dsdata.pdf to determine how the superseded data were derived.
 FF1583
 FF1583_MARKER: DB = BENCH MARK DISK
 FF1583_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 FF1583+WITH SETTING: PAVEMENT
 FF1583_SP_SET: SEMAPHORE BASE
 FF1583_STAMPING: E 43 1934
 FF1583_MARK LOGO: CGS
 FF1583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1583+STABILITY: SURFACE MOTION
 FF1583_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF1583+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2015
 FF1583
 FF1583  HISTORY     - Date     Condition        Report By
 FF1583  HISTORY     - 1934     MONUMENTED       CGS
 FF1583  HISTORY     - 20150415 GOOD             ARHD
 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.
 FF1583
 FF1583                          STATION RECOVERY (2015)
 FF1583
 FF1583'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 FF1583'I WOULD TRY TO GPS THIS IN THE FALL.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0934 ***********************************************************************
 FF0934  DESIGNATION -  E 44
 FF0934  PID         -  FF0934
 FF0934  STATE/COUNTY-  AR/INDEPENDENCE
 FF0934  COUNTRY     -  US
 FF0934  USGS QUAD   -  STRAWBERRY (2017)
 FF0934
 FF0934                         *CURRENT SURVEY CONTROL
 FF0934  ______________________________________________________________________
 FF0934* NAD 83(1986) POSITION- 35 53 15.30   (N) 091 17 59.45   (W)   HD_HELD1
 FF0934* NAVD 88 ORTHO HEIGHT -   100.877 (meters)      330.96  (feet) ADJUSTED
 FF0934  ______________________________________________________________________
 FF0934  GEOID HEIGHT    -        -27.970 (meters)                     GEOID18
 FF0934  DYNAMIC HEIGHT  -        100.791 (meters)      330.68  (feet) COMP
 FF0934  MODELED GRAVITY -    979,778.2   (mgal)                       NAVD 88
 FF0934
 FF0934  VERT ORDER      -  SECOND    CLASS 0
 FF0934
 FF0934.The horizontal coordinates were determined by differentially corrected
 FF0934.hand held GPS observations or other comparable positioning techniques
 FF0934.and have an estimated accuracy of +/- 3 meters.
 FF0934
 FF0934.The orthometric height was determined by differential leveling and
 FF0934.adjusted by the NATIONAL GEODETIC SURVEY
 FF0934.in June 1991.
 FF0934
 FF0934.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0934.GEOID18 height accuracy estimate available here.
 FF0934
 FF0934.Click photographs - Photos may exist for this station.
 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     -   172,657.4     463,214.1     MT  (+/- 3 meters HH1 GPS) 
 FF0934
 FF0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV5345572814(NAD 83)
 FF0934
 FF0934                          SUPERSEDED SURVEY CONTROL
 FF0934
 FF0934  NGVD 29 (11/26/84)  100.792  (m)          330.68   (f) ADJUSTED    2 0
 FF0934
 FF0934.Superseded values are not recommended for survey control.
 FF0934
 FF0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0934.See file dsdata.pdf to determine how the superseded data were derived.
 FF0934
 FF0934_MARKER: DB = BENCH MARK DISK
 FF0934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0934_STAMPING: E 44 1935 330.682
 FF0934_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1295 ***********************************************************************
 FG1295  DESIGNATION -  E 45
 FG1295  PID         -  FG1295
 FG1295  STATE/COUNTY-  AR/FRANKLIN
 FG1295  COUNTRY     -  US
 FG1295  USGS QUAD   -  CAULKSVILLE (2017)
 FG1295
 FG1295                         *CURRENT SURVEY CONTROL
 FG1295  ______________________________________________________________________
 FG1295* NAD 83(1986) POSITION- 35 22 21.     (N) 093 50 56.     (W)   SCALED
 FG1295* NAVD 88 ORTHO HEIGHT -   160.199 (meters)      525.59  (feet) ADJUSTED
 FG1295  ______________________________________________________________________
 FG1295  GEOID HEIGHT    -        -29.614 (meters)                     GEOID18
 FG1295  DYNAMIC HEIGHT  -        160.048 (meters)      525.09  (feet) COMP
 FG1295  MODELED GRAVITY -    979,689.8   (mgal)                       NAVD 88
 FG1295
 FG1295  VERT ORDER      -  SECOND    CLASS 0
 FG1295
 FG1295.The horizontal coordinates were scaled from a map and have
 FG1295.an estimated accuracy of +/- 6 seconds.
 FG1295
 FG1295.The orthometric height was determined by differential leveling and
 FG1295.adjusted by the NATIONAL GEODETIC SURVEY
 FG1295.in June 1991.
 FG1295
 FG1295.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1295.GEOID18 height accuracy estimate available here.
 FG1295
 FG1295.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV228146(NAD 83)
 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
 FG1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1295.See file dsdata.pdf to determine how the superseded data were derived.
 FG1295
 FG1295_MARKER: DB = BENCH MARK DISK
 FG1295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1295_STAMPING: E 45 1934
 FG1295_MARK LOGO: CGS
 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             CGS
 FG1295  HISTORY     - 1963     GOOD             USGS
 FG1295
 FG1295                          STATION DESCRIPTION
 FG1295
 FG1295'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG1275 ***********************************************************************
 FG1275  DESIGNATION -  E 46
 FG1275  PID         -  FG1275
 FG1275  STATE/COUNTY-  AR/LOGAN
 FG1275  COUNTRY     -  US
 FG1275  USGS QUAD   -  MAGAZINE (2017)
 FG1275
 FG1275                         *CURRENT SURVEY CONTROL
 FG1275  ______________________________________________________________________
 FG1275* NAD 83(1986) POSITION- 35 08 58.     (N) 093 47 48.     (W)   SCALED
 FG1275* NAVD 88 ORTHO HEIGHT -   144.079 (meters)      472.70  (feet) ADJUSTED
 FG1275  ______________________________________________________________________
 FG1275  GEOID HEIGHT    -        -30.041 (meters)                     GEOID18
 FG1275  DYNAMIC HEIGHT  -        143.938 (meters)      472.24  (feet) COMP
 FG1275  MODELED GRAVITY -    979,656.7   (mgal)                       NAVD 88
 FG1275
 FG1275  VERT ORDER      -  SECOND    CLASS I
 FG1275
 FG1275.The horizontal coordinates were scaled from a map and have
 FG1275.an estimated accuracy of +/- 6 seconds.
 FG1275
 FG1275.The orthometric height was determined by differential leveling and
 FG1275.adjusted by the NATIONAL GEODETIC SURVEY
 FG1275.in September 2023.
 FG1275
 FG1275.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1275.GEOID18 height accuracy estimate available here.
 FG1275
 FG1275.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU274899(NAD 83)
 FG1275
 FG1275                          SUPERSEDED SURVEY CONTROL
 FG1275
 FG1275  NAVD 88 (06/15/91)  144.069  (m)          472.67   (f) SUPERSEDED  2 0
 FG1275  NGVD 29 (??/??/92)  144.00   (m)          472.4    (f) COMPUTED    2 0
 FG1275
 FG1275.Superseded values are not recommended for survey control.
 FG1275
 FG1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1275.See file dsdata.pdf to determine how the superseded data were derived.
 FG1275
 FG1275_MARKER: DB = BENCH MARK DISK
 FG1275_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FG1275_SP_SET: BUILDING
 FG1275_STAMPING: E 46 1934
 FG1275_MARK LOGO: CGS
 FG1275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1275+STABILITY: SURFACE MOTION
 FG1275
 FG1275  HISTORY     - Date     Condition        Report By
 FG1275  HISTORY     - 1934     MONUMENTED       CGS
 FG1275  HISTORY     - 20091110 MARK NOT FOUND   AIRDAT
 FG1275  HISTORY     - 20180815 MARK NOT FOUND   ARHD
 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.
 FG1275
 FG1275                          STATION RECOVERY (2009)
 FG1275
 FG1275'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2009 (JJH)
 FG1275'MARK NOT FOUND.
 FG1275
 FG1275                          STATION RECOVERY (2018)
 FG1275
 FG1275'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (BAB)
 FG1275'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1153 ***********************************************************************
 FG1153  DESIGNATION -  E 47
 FG1153  PID         -  FG1153
 FG1153  STATE/COUNTY-  AR/YELL
 FG1153  COUNTRY     -  US
 FG1153  USGS QUAD   -  OLA (2017)
 FG1153
 FG1153                         *CURRENT SURVEY CONTROL
 FG1153  ______________________________________________________________________
 FG1153* NAD 83(1986) POSITION- 35 02 07.     (N) 093 13 17.     (W)   SCALED
 FG1153* NAVD 88 ORTHO HEIGHT -   110.671 (meters)      363.09  (feet) ADJUSTED
 FG1153  ______________________________________________________________________
 FG1153  GEOID HEIGHT    -        -29.265 (meters)                     GEOID18
 FG1153  DYNAMIC HEIGHT  -        110.563 (meters)      362.74  (feet) COMP
 FG1153  MODELED GRAVITY -    979,662.2   (mgal)                       NAVD 88
 FG1153
 FG1153  VERT ORDER      -  SECOND    CLASS I
 FG1153
 FG1153.The horizontal coordinates were scaled from a map and have
 FG1153.an estimated accuracy of +/- 6 seconds.
 FG1153
 FG1153.The orthometric height was determined by differential leveling and
 FG1153.adjusted by the NATIONAL GEODETIC SURVEY
 FG1153.in September 2023.
 FG1153
 FG1153.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1153.GEOID18 height accuracy estimate available here.
 FG1153
 FG1153.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU798769(NAD 83)
 FG1153
 FG1153                          SUPERSEDED SURVEY CONTROL
 FG1153
 FG1153  NAVD 88 (06/15/91)  110.651  (m)          363.03   (f) SUPERSEDED  2 0
 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
 FG1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1153.See file dsdata.pdf to determine how the superseded data were derived.
 FG1153
 FG1153_MARKER: DB = BENCH MARK DISK
 FG1153_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG1153_STAMPING: E 47 1934
 FG1153_MARK LOGO: CGS
 FG1153_PROJECTION: FLUSH
 FG1153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG1153
 FG1153  HISTORY     - Date     Condition        Report By
 FG1153  HISTORY     - 1934     MONUMENTED       CGS
 FG1153  HISTORY     - 1965     GOOD             USFS
 FG1153  HISTORY     - 1983     GOOD             LOCSUR
 FG1153  HISTORY     - 20121212 GOOD             ARHD
 FG1153  HISTORY     - 20221220 MARK NOT FOUND   ARHD
 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)
 FG1153
 FG1153                          STATION RECOVERY (2012)
 FG1153
 FG1153'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (JDH)
 FG1153'RECOVERED AS DESCRIBED.
 FG1153
 FG1153                          STATION RECOVERY (2022)
 FG1153
 FG1153'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2022 (JH)
 FG1153'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR8516 ***********************************************************************
 DR8516  DESIGNATION -  E 47 RESET
 DR8516  PID         -  DR8516
 DR8516  STATE/COUNTY-  AR/YELL
 DR8516  COUNTRY     -  US
 DR8516  USGS QUAD   -  OLA (2017)
 DR8516
 DR8516                         *CURRENT SURVEY CONTROL
 DR8516  ______________________________________________________________________
 DR8516* NAD 83(1986) POSITION- 35 01 47.3    (N) 093 13 24.4    (W)   HD_HELD2
 DR8516* NAVD 88 ORTHO HEIGHT -   109.198 (meters)      358.26  (feet) ADJUSTED
 DR8516  ______________________________________________________________________
 DR8516  GEOID HEIGHT    -        -29.256 (meters)                     GEOID18
 DR8516  DYNAMIC HEIGHT  -        109.091 (meters)      357.91  (feet) COMP
 DR8516  MODELED GRAVITY -    979,659.9   (mgal)                       NAVD 88
 DR8516
 DR8516  VERT ORDER      -  SECOND    CLASS I
 DR8516
 DR8516.The horizontal coordinates were established by autonomous hand held GPS
 DR8516.observations and have an estimated accuracy of +/- 10 meters.
 DR8516
 DR8516.The orthometric height was determined by differential leveling and
 DR8516.adjusted by the NATIONAL GEODETIC SURVEY
 DR8516.in February 2023.
 DR8516
 DR8516.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8516.GEOID18 height accuracy estimate available here.
 DR8516
 DR8516.Click photographs - Photos may exist for this station.
 DR8516
 DR8516.The dynamic height is computed by dividing the NAVD 88
 DR8516.geopotential number by the normal gravity value computed on the
 DR8516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR8516.degrees latitude (g = 980.6199 gals.).
 DR8516
 DR8516.The modeled gravity was interpolated from observed gravity values.
 DR8516
 DR8516;                    North         East    Units  Estimated Accuracy
 DR8516;SPC AR N     -    77,962.      288,359.      MT  (+/- 10 meters HH2 GPS)
 DR8516
 DR8516_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU7961776371(NAD 83)
 DR8516
 DR8516                          SUPERSEDED SURVEY CONTROL
 DR8516
 DR8516.No superseded survey control is available for this station.
 DR8516
 DR8516_MARKER: DB = BENCH MARK DISK
 DR8516_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DR8516_SP_SET: BRIDGE ABUTMENT
 DR8516_STAMPING: E 47 RESET 2012
 DR8516_MARK LOGO: ARHD
 DR8516_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR8516_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR8516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR8516+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2023
 DR8516
 DR8516  HISTORY     - Date     Condition        Report By
 DR8516  HISTORY     - 20121212 MONUMENTED       ARHD
 DR8516  HISTORY     - 20230808 GOOD             ARHD
 DR8516
 DR8516                          STATION DESCRIPTION
 DR8516
 DR8516'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (JDH)
 DR8516'THE MARK IS LOCATED ABOUT 15.6 KM (9.7 MI) WEST-NORTHWEST OF NIMROD,
 DR8516'8.1 KM (5.0 MI) EAST-NORTHEAST OF PLAINVIEW AND IN THE TOWN OF OLA,
 DR8516'AR.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR8516'
 DR8516'TO REACH FROM THE INTERSECTION OF HIGHWAY 7 AND HIGHWAY 10 WEST, GO
 DR8516'SOUTH ON HIGHWAY 7 FOR 0.2 MI TO THE MARK ON THE LEFT IN THE SOUTHEAST
 DR8516'CORNER OF THE BRIDGE ABUTMENT.
 DR8516'
 DR8516'IT IS 19 FT (5.8 M) EAST OF THE CENTERLINE OF HIGHWAY 7 AND 2 FT (0.6
 DR8516'M) EAST OF GUARD RAIL.
 DR8516
 DR8516                          STATION RECOVERY (2023)
 DR8516
 DR8516'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2023 (JDH)
 DR8516'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0977 ***********************************************************************
 FG0977  DESIGNATION -  E 48
 FG0977  PID         -  FG0977
 FG0977  STATE/COUNTY-  AR/NEWTON
 FG0977  COUNTRY     -  US
 FG0977  USGS QUAD   -  DEER (2017)
 FG0977
 FG0977                         *CURRENT SURVEY CONTROL
 FG0977  ______________________________________________________________________
 FG0977* NAD 83(1986) POSITION- 35 48 54.     (N) 093 09 28.     (W)   SCALED
 FG0977* NAVD 88 ORTHO HEIGHT -   657.528 (meters)     2157.24  (feet) ADJUSTED
 FG0977  ______________________________________________________________________
 FG0977  GEOID HEIGHT    -        -28.059 (meters)                     GEOID18
 FG0977  DYNAMIC HEIGHT  -        656.891 (meters)     2155.15  (feet) COMP
 FG0977  MODELED GRAVITY -    979,641.6   (mgal)                       NAVD 88
 FG0977
 FG0977  VERT ORDER      -  SECOND    CLASS 0
 FG0977
 FG0977.The horizontal coordinates were scaled from a map and have
 FG0977.an estimated accuracy of +/- 6 seconds.
 FG0977
 FG0977.The orthometric height was determined by differential leveling and
 FG0977.adjusted by the NATIONAL GEODETIC SURVEY
 FG0977.in June 1991.
 FG0977
 FG0977.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0977.GEOID18 height accuracy estimate available here.
 FG0977
 FG0977.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV857634(NAD 83)
 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
 FG0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0977.See file dsdata.pdf to determine how the superseded data were derived.
 FG0977
 FG0977_MARKER: DB = BENCH MARK DISK
 FG0977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0977_STAMPING: E 48 1934
 FG0977_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0158 ***********************************************************************
 FF0158  DESIGNATION -  E 5
 FF0158  PID         -  FF0158
 FF0158  STATE/COUNTY-  AR/CRITTENDEN
 FF0158  COUNTRY     -  US
 FF0158  USGS QUAD   -  WEST MEMPHIS (2017)
 FF0158
 FF0158                         *CURRENT SURVEY CONTROL
 FF0158  ______________________________________________________________________
 FF0158* NAD 83(1986) POSITION- 35 11 36.     (N) 090 10 14.     (W)   SCALED
 FF0158* NAVD 88 ORTHO HEIGHT -    67.172 (meters)      220.38  (feet) ADJUSTED
 FF0158  ______________________________________________________________________
 FF0158  GEOID HEIGHT    -        -27.325 (meters)                     GEOID18
 FF0158  DYNAMIC HEIGHT  -         67.112 (meters)      220.18  (feet) COMP
 FF0158  MODELED GRAVITY -    979,736.9   (mgal)                       NAVD 88
 FF0158
 FF0158  VERT ORDER      -  SECOND    CLASS I
 FF0158
 FF0158.The horizontal coordinates were scaled from a map and have
 FF0158.an estimated accuracy of +/- 6 seconds.
 FF0158
 FF0158.The orthometric height was determined by differential leveling and
 FF0158.adjusted by the NATIONAL GEODETIC SURVEY
 FF0158.in January 2022.
 FF0158
 FF0158.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0158.GEOID18 height accuracy estimate available here.
 FF0158
 FF0158.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU576981(NAD 83)
 FF0158
 FF0158                          SUPERSEDED SURVEY CONTROL
 FF0158
 FF0158  NAVD 88 (06/15/91)   67.173  (m)          220.38   (f) SUPERSEDED  1 2
 FF0158  NGVD 29 (10/05/93)   67.174  (m)          220.39   (f) ADJUSTED    1 2
 FF0158  NGVD 29 (??/??/87)   67.141  (m)          220.28   (f) SUPERSEDED  1 2
 FF0158
 FF0158.Superseded values are not recommended for survey control.
 FF0158
 FF0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0158.See file dsdata.pdf to determine how the superseded data were derived.
 FF0158
 FF0158_MARKER: DB = BENCH MARK DISK
 FF0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1316 ***********************************************************************
 FG1316  DESIGNATION -  E 51 RESET
 FG1316  PID         -  FG1316
 FG1316  STATE/COUNTY-  AR/MADISON
 FG1316  COUNTRY     -  US
 FG1316  USGS QUAD   -  WITTER (2017)
 FG1316
 FG1316                         *CURRENT SURVEY CONTROL
 FG1316  ______________________________________________________________________
 FG1316* NAD 83(1986) POSITION- 35 55 18.     (N) 093 41 12.     (W)   SCALED
 FG1316* NAVD 88 ORTHO HEIGHT -   443.26  (meters)     1454.3   (feet) RESET
 FG1316  ______________________________________________________________________
 FG1316  GEOID HEIGHT    -        -27.960 (meters)                     GEOID18
 FG1316  VERT ORDER      -  THIRD
 FG1316
 FG1316.The horizontal coordinates were scaled from a map and have
 FG1316.an estimated accuracy of +/- 6 seconds.
 FG1316
 FG1316.The orthometric height was computed from unverified reset data.
 FG1316
 FG1316.No vertical observational check was made to the station.
 FG1316
 FG1316.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1316.GEOID18 height accuracy estimate available here.
 FG1316
 FG1316.Click photographs - Photos may exist for this station.
 FG1316
 FG1316;                    North         East    Units  Estimated Accuracy
 FG1316;SPC AR N     -   177,520.      247,790.      MT  (+/- 180 meters Scaled)
 FG1316
 FG1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV380754(NAD 83)
 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
 FG1316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1316.See file dsdata.pdf to determine how the superseded data were derived.
 FG1316
 FG1316_MARKER: DB = BENCH MARK DISK
 FG1316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1316_STAMPING: 1453.81 E 51 1934 RESET 1953
 FG1316_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0498 ***********************************************************************
 GF0498  DESIGNATION -  E 52
 GF0498  PID         -  GF0498
 GF0498  STATE/COUNTY-  AR/CARROLL
 GF0498  COUNTRY     -  US
 GF0498  USGS QUAD   -  EUREKA SPRINGS (2017)
 GF0498
 GF0498                         *CURRENT SURVEY CONTROL
 GF0498  ______________________________________________________________________
 GF0498* NAD 83(1986) POSITION- 36 24 14.76   (N) 093 44 17.88   (W)   HD_HELD1
 GF0498* NAVD 88 ORTHO HEIGHT -   405.116 (meters)     1329.12  (feet) ADJUSTED
 GF0498  ______________________________________________________________________
 GF0498  GEOID HEIGHT    -        -28.254 (meters)                     GEOID18
 GF0498  DYNAMIC HEIGHT  -        404.758 (meters)     1327.94  (feet) COMP
 GF0498  MODELED GRAVITY -    979,735.9   (mgal)                       NAVD 88
 GF0498
 GF0498  VERT ORDER      -  SECOND    CLASS 0
 GF0498
 GF0498.The horizontal coordinates were determined by differentially corrected
 GF0498.hand held GPS observations or other comparable positioning techniques
 GF0498.and have an estimated accuracy of +/- 3 meters.
 GF0498
 GF0498.The orthometric height was determined by differential leveling and
 GF0498.adjusted by the NATIONAL GEODETIC SURVEY
 GF0498.in June 1991.
 GF0498
 GF0498.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0498.GEOID18 height accuracy estimate available here.
 GF0498
 GF0498.Click photographs - Photos may exist for this station.
 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     -   231,121.9     244,074.1     MT  (+/- 3 meters HH1 GPS) 
 GF0498
 GF0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA3379929023(NAD 83)
 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
 GF0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0498.See file dsdata.pdf to determine how the superseded data were derived.
 GF0498
 GF0498_MARKER: DB = BENCH MARK DISK
 GF0498_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GF0498_SP_SET: BUILDING
 GF0498_STAMPING: E 52 1934
 GF0498_MARK LOGO: CGS
 GF0498_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GF0498_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GF0498+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2017
 GF0498
 GF0498  HISTORY     - Date     Condition        Report By
 GF0498  HISTORY     - 1934     MONUMENTED       CGS
 GF0498  HISTORY     - 1935     GOOD             CGS
 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  HISTORY     - 20150210 GOOD             ARHD
 GF0498  HISTORY     - 20170820 GOOD             USPSQD
 GF0498
 GF0498                          STATION DESCRIPTION
 GF0498
 GF0498'DESCRIBED BY COAST AND 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.
 GF0498
 GF0498                          STATION RECOVERY (2015)
 GF0498
 GF0498'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (BAB)
 GF0498'RECOVERED IN GOOD CONDITION.
 GF0498
 GF0498                          STATION RECOVERY (2017)
 GF0498
 GF0498'RECOVERY NOTE BY US POWER SQUADRON 2017 (RP)
 GF0498'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1344 ***********************************************************************
 FG1344  DESIGNATION -  E 53
 FG1344  PID         -  FG1344
 FG1344  STATE/COUNTY-  AR/MADISON
 FG1344  COUNTRY     -  US
 FG1344  USGS QUAD   -  BOSTON (2017)
 FG1344
 FG1344                         *CURRENT SURVEY CONTROL
 FG1344  ______________________________________________________________________
 FG1344* NAD 83(1986) POSITION- 35 50 18.     (N) 093 31 36.     (W)   SCALED
 FG1344* NAVD 88 ORTHO HEIGHT -   677.491 (meters)     2222.74  (feet) ADJUSTED
 FG1344  ______________________________________________________________________
 FG1344  GEOID HEIGHT    -        -27.950 (meters)                     GEOID18
 FG1344  DYNAMIC HEIGHT  -        676.826 (meters)     2220.55  (feet) COMP
 FG1344  MODELED GRAVITY -    979,629.6   (mgal)                       NAVD 88
 FG1344
 FG1344  VERT ORDER      -  SECOND    CLASS 0
 FG1344
 FG1344.The horizontal coordinates were scaled from a map and have
 FG1344.an estimated accuracy of +/- 6 seconds.
 FG1344
 FG1344.The orthometric height was determined by differential leveling and
 FG1344.adjusted by the NATIONAL GEODETIC SURVEY
 FG1344.in June 1991.
 FG1344
 FG1344.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1344.GEOID18 height accuracy estimate available here.
 FG1344
 FG1344.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV524661(NAD 83)
 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
 FG1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1344.See file dsdata.pdf to determine how the superseded data were derived.
 FG1344
 FG1344_MARKER: DB = BENCH MARK DISK
 FG1344_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG1344_STAMPING: E 53 1934
 FG1344_MARK LOGO: CGS
 FG1344_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1345 ***********************************************************************
 FG1345  DESIGNATION -  E 53 RESET
 FG1345  PID         -  FG1345
 FG1345  STATE/COUNTY-  AR/MADISON
 FG1345  COUNTRY     -  US
 FG1345  USGS QUAD   -  BOSTON (2017)
 FG1345
 FG1345                         *CURRENT SURVEY CONTROL
 FG1345  ______________________________________________________________________
 FG1345* NAD 83(1986) POSITION- 35 50 18.2    (N) 093 31 36.6    (W)   HD_HELD2
 FG1345* NAVD 88 ORTHO HEIGHT -   679.07  (meters)     2227.9   (feet) RESET
 FG1345  ______________________________________________________________________
 FG1345  GEOID HEIGHT    -        -27.950 (meters)                     GEOID18
 FG1345  VERT ORDER      -  THIRD
 FG1345
 FG1345.The horizontal coordinates were established by autonomous hand held GPS
 FG1345.observations and have an estimated accuracy of +/- 10 meters.
 FG1345
 FG1345.The orthometric height was computed from unverified reset data.
 FG1345
 FG1345.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1345.GEOID18 height accuracy estimate available here.
 FG1345
 FG1345.Click photographs - Photos may exist for this station.
 FG1345
 FG1345;                    North         East    Units  Estimated Accuracy
 FG1345;SPC AR N     -   168,044.      262,068.      MT  (+/- 10 meters HH2 GPS)
 FG1345
 FG1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV5242066151(NAD 83)
 FG1345
 FG1345                          SUPERSEDED SURVEY CONTROL
 FG1345
 FG1345.No superseded survey control is available for this station.
 FG1345
 FG1345_MARKER: DB = BENCH MARK DISK
 FG1345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1345_STAMPING: E 53 RESET 1963
 FG1345_MARK LOGO: CGS
 FG1345_PROJECTION: PROJECTING 10 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1216 ***********************************************************************
 EH1216  DESIGNATION -  E 55
 EH1216  PID         -  EH1216
 EH1216  STATE/COUNTY-  AR/MONROE
 EH1216  COUNTRY     -  US
 EH1216  USGS QUAD   -  CLARENDON (2017)
 EH1216
 EH1216                         *CURRENT SURVEY CONTROL
 EH1216  ______________________________________________________________________
 EH1216* NAD 83(1986) POSITION- 34 43 12.     (N) 091 17 14.     (W)   SCALED
 EH1216* NAVD 88 ORTHO HEIGHT -    56.252 (meters)      184.55  (feet) ADJUSTED
 EH1216  ______________________________________________________________________
 EH1216  GEOID HEIGHT    -        -26.814 (meters)                     GEOID18
 EH1216  DYNAMIC HEIGHT  -         56.199 (meters)      184.38  (feet) COMP
 EH1216  MODELED GRAVITY -    979,697.3   (mgal)                       NAVD 88
 EH1216
 EH1216  VERT ORDER      -  SECOND    CLASS 0
 EH1216
 EH1216.The horizontal coordinates were scaled from a map and have
 EH1216.an estimated accuracy of +/- 6 seconds.
 EH1216
 EH1216.The orthometric height was determined by differential leveling and
 EH1216.adjusted by the NATIONAL GEODETIC SURVEY
 EH1216.in June 1991.
 EH1216
 EH1216.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1216.GEOID18 height accuracy estimate available here.
 EH1216
 EH1216.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU568433(NAD 83)
 EH1216
 EH1216                          SUPERSEDED SURVEY CONTROL
 EH1216
 EH1216  NGVD 29 (11/26/84)   56.225  (m)          184.46   (f) ADJUSTED    2 0
 EH1216
 EH1216.Superseded values are not recommended for survey control.
 EH1216
 EH1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1216.See file dsdata.pdf to determine how the superseded data were derived.
 EH1216
 EH1216_MARKER: DB = BENCH MARK DISK
 EH1216_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EH1216_STAMPING: E 55 1935
 EH1216_MARK LOGO: CGS
 EH1216_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1411 ***********************************************************************
 EH1411  DESIGNATION -  E 57
 EH1411  PID         -  EH1411
 EH1411  STATE/COUNTY-  AR/ARKANSAS
 EH1411  COUNTRY     -  US
 EH1411  USGS QUAD   -  ALMYRA (2017)
 EH1411
 EH1411                         *CURRENT SURVEY CONTROL
 EH1411  ______________________________________________________________________
 EH1411* NAD 83(1986) POSITION- 34 25 21.     (N) 091 25 01.     (W)   SCALED
 EH1411* NAVD 88 ORTHO HEIGHT -    63.054 (meters)      206.87  (feet) ADJUSTED
 EH1411  ______________________________________________________________________
 EH1411  GEOID HEIGHT    -        -26.543 (meters)                     GEOID18
 EH1411  DYNAMIC HEIGHT  -         62.993 (meters)      206.67  (feet) COMP
 EH1411  MODELED GRAVITY -    979,674.4   (mgal)                       NAVD 88
 EH1411
 EH1411  VERT ORDER      -  FIRST     CLASS II
 EH1411
 EH1411.The horizontal coordinates were scaled from a map and have
 EH1411.an estimated accuracy of +/- 6 seconds.
 EH1411
 EH1411.The orthometric height was determined by differential leveling and
 EH1411.adjusted by the NATIONAL GEODETIC SURVEY
 EH1411.in August 1993.
 EH1411
 EH1411.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1411.GEOID18 height accuracy estimate available here.
 EH1411
 EH1411.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU454101(NAD 83)
 EH1411
 EH1411                          SUPERSEDED SURVEY CONTROL
 EH1411
 EH1411  NAVD 88 (06/15/91)   63.105  (m)          207.04   (f) SUPERSEDED  1 2
 EH1411  NGVD 29 (11/26/84)   63.111  (m)          207.06   (f) ADJUSTED    1 2
 EH1411
 EH1411.Superseded values are not recommended for survey control.
 EH1411
 EH1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1411.See file dsdata.pdf to determine how the superseded data were derived.
 EH1411
 EH1411_MARKER: DB = BENCH MARK DISK
 EH1411_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EH1411_STAMPING: E 57 1935
 EH1411_MARK LOGO: CGS
 EH1411_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FH0239 ***********************************************************************
 FH0239  DESIGNATION -  E 58
 FH0239  PID         -  FH0239
 FH0239  STATE/COUNTY-  AR/SEBASTIAN
 FH0239  COUNTRY     -  US
 FH0239  USGS QUAD   -  HUNTINGTON (2017)
 FH0239
 FH0239                         *CURRENT SURVEY CONTROL
 FH0239  ______________________________________________________________________
 FH0239* NAD 83(1986) POSITION- 35 01 45.     (N) 094 19 01.     (W)   SCALED
 FH0239* NAVD 88 ORTHO HEIGHT -   196.281 (meters)      643.97  (feet) ADJUSTED
 FH0239  ______________________________________________________________________
 FH0239  GEOID HEIGHT    -        -30.960 (meters)                     GEOID18
 FH0239  DYNAMIC HEIGHT  -        196.082 (meters)      643.31  (feet) COMP
 FH0239  MODELED GRAVITY -    979,617.2   (mgal)                       NAVD 88
 FH0239
 FH0239  VERT ORDER      -  SECOND    CLASS 0
 FH0239
 FH0239.The horizontal coordinates were scaled from a map and have
 FH0239.an estimated accuracy of +/- 6 seconds.
 FH0239
 FH0239.The orthometric height was determined by differential leveling and
 FH0239.adjusted by the NATIONAL GEODETIC SURVEY
 FH0239.in June 1991.
 FH0239
 FH0239.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0239.GEOID18 height accuracy estimate available here.
 FH0239
 FH0239.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU798770(NAD 83)
 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
 FH0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0239.See file dsdata.pdf to determine how the superseded data were derived.
 FH0239
 FH0239_MARKER: DB = BENCH MARK DISK
 FH0239_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FH0239_STAMPING: E 58 1934
 FH0239_MARK LOGO: CGS
 FH0239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0239
 FH0239  HISTORY     - Date     Condition        Report By
 FH0239  HISTORY     - 1934     MONUMENTED       CGS
 FH0239  HISTORY     - 1959     GOOD             CGS
 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 GF0319 ***********************************************************************
 GF0319  DESIGNATION -  E 6
 GF0319  PID         -  GF0319
 GF0319  STATE/COUNTY-  AR/BOONE
 GF0319  COUNTRY     -  US
 GF0319  USGS QUAD   -  HARRISON (2017)
 GF0319
 GF0319                         *CURRENT SURVEY CONTROL
 GF0319  ______________________________________________________________________
 GF0319* NAD 83(1986) POSITION- 36 13 59.     (N) 093 06 17.     (W)   SCALED
 GF0319* NAVD 88 ORTHO HEIGHT -   321.196 (meters)     1053.79  (feet) ADJUSTED
 GF0319  ______________________________________________________________________
 GF0319  GEOID HEIGHT    -        -28.281 (meters)                     GEOID18
 GF0319  DYNAMIC HEIGHT  -        320.909 (meters)     1052.85  (feet) COMP
 GF0319  MODELED GRAVITY -    979,731.0   (mgal)                       NAVD 88
 GF0319
 GF0319  VERT ORDER      -  FIRST     CLASS II
 GF0319
 GF0319.The horizontal coordinates were scaled from a map and have
 GF0319.an estimated accuracy of +/- 6 seconds.
 GF0319
 GF0319.The orthometric height was determined by differential leveling and
 GF0319.adjusted by the NATIONAL GEODETIC SURVEY
 GF0319.in June 1991.
 GF0319
 GF0319.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0319.GEOID18 height accuracy estimate available here.
 GF0319
 GF0319.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA905098(NAD 83)
 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
 GF0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0319.See file dsdata.pdf to determine how the superseded data were derived.
 GF0319
 GF0319_MARKER: DB = BENCH MARK DISK
 GF0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0319_STAMPING: 1053.354 E 6 1930
 GF0319_MARK LOGO: CGS
 GF0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0319+STABILITY: SURFACE MOTION
 GF0319
 GF0319  HISTORY     - Date     Condition        Report By
 GF0319  HISTORY     - 1930     MONUMENTED       CGS
 GF0319  HISTORY     - 1965     GOOD             CGS
 GF0319
 GF0319                          STATION DESCRIPTION
 GF0319
 GF0319'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1366 ***********************************************************************
 EJ1366  DESIGNATION -  E 60 RESET
 EJ1366  PID         -  EJ1366
 EJ1366  STATE/COUNTY-  AR/HOWARD
 EJ1366  COUNTRY     -  US
 EJ1366  USGS QUAD   -  NEWHOPE (2017)
 EJ1366
 EJ1366                         *CURRENT SURVEY CONTROL
 EJ1366  ______________________________________________________________________
 EJ1366* NAD 83(1986) POSITION- 34 10 11.     (N) 093 59 29.     (W)   SCALED
 EJ1366* NAVD 88 ORTHO HEIGHT -   198.03  (meters)      649.7   (feet) RESET
 EJ1366  ______________________________________________________________________
 EJ1366  GEOID HEIGHT    -        -27.845 (meters)                     GEOID18
 EJ1366  VERT ORDER      -  THIRD
 EJ1366
 EJ1366.The horizontal coordinates were scaled from a map and have
 EJ1366.an estimated accuracy of +/- 6 seconds.
 EJ1366
 EJ1366.The orthometric height was computed from unverified reset data.
 EJ1366
 EJ1366.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1366.GEOID18 height accuracy estimate available here.
 EJ1366
 EJ1366.Click photographs - Photos may exist for this station.
 EJ1366
 EJ1366;                    North         East    Units  Estimated Accuracy
 EJ1366;SPC AR S     -   568,490.      216,420.      MT  (+/- 180 meters Scaled)
 EJ1366
 EJ1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT086814(NAD 83)
 EJ1366
 EJ1366                          SUPERSEDED SURVEY CONTROL
 EJ1366
 EJ1366.No superseded survey control is available for this station.
 EJ1366
 EJ1366_MARKER: DB = BENCH MARK DISK
 EJ1366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1366_STAMPING: E 60 RESET 1955
 EJ1366_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1320 ***********************************************************************
 EJ1320  DESIGNATION -  E 61
 EJ1320  PID         -  EJ1320
 EJ1320  STATE/COUNTY-  AR/PIKE
 EJ1320  COUNTRY     -  US
 EJ1320  USGS QUAD   -  NATHAN (2017)
 EJ1320
 EJ1320                         *CURRENT SURVEY CONTROL
 EJ1320  ______________________________________________________________________
 EJ1320* NAD 83(1986) POSITION- 34 00 37.     (N) 093 46 18.     (W)   SCALED
 EJ1320* NAVD 88 ORTHO HEIGHT -   154.135 (meters)      505.69  (feet) ADJUSTED
 EJ1320  ______________________________________________________________________
 EJ1320  GEOID HEIGHT    -        -27.270 (meters)                     GEOID18
 EJ1320  DYNAMIC HEIGHT  -        153.977 (meters)      505.17  (feet) COMP
 EJ1320  MODELED GRAVITY -    979,611.5   (mgal)                       NAVD 88
 EJ1320
 EJ1320  VERT ORDER      -  SECOND    CLASS 0
 EJ1320
 EJ1320.The horizontal coordinates were scaled from a map and have
 EJ1320.an estimated accuracy of +/- 6 seconds.
 EJ1320
 EJ1320.The orthometric height was determined by differential leveling and
 EJ1320.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1320.in June 1991.
 EJ1320
 EJ1320.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1320.GEOID18 height accuracy estimate available here.
 EJ1320
 EJ1320.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT287635(NAD 83)
 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
 EJ1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1320.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1320
 EJ1320_MARKER: DB = BENCH MARK DISK
 EJ1320_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ1320_STAMPING: E 61 1934
 EJ1320_MARK LOGO: CGS
 EJ1320_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1320
 EJ1320  HISTORY     - Date     Condition        Report By
 EJ1320  HISTORY     - 1934     MONUMENTED       CGS
 EJ1320  HISTORY     - 1962     MARK NOT FOUND   CGS
 EJ1320
 EJ1320                          STATION DESCRIPTION
 EJ1320
 EJ1320'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DL1090 ***********************************************************************
 DL1090  DESIGNATION -  E 62
 DL1090  PID         -  DL1090
 DL1090  STATE/COUNTY-  AR/HOWARD
 DL1090  COUNTRY     -  US
 DL1090  USGS QUAD   -  NASHVILLE (2017)
 DL1090
 DL1090                         *CURRENT SURVEY CONTROL
 DL1090  ______________________________________________________________________
 DL1090* NAD 83(1986) POSITION- 33 56 11.     (N) 093 51 05.     (W)   SCALED
 DL1090* NAVD 88 ORTHO HEIGHT -   114.071 (meters)      374.25  (feet) ADJUSTED
 DL1090  ______________________________________________________________________
 DL1090  GEOID HEIGHT    -        -27.221 (meters)                     GEOID18
 DL1090  DYNAMIC HEIGHT  -        113.955 (meters)      373.87  (feet) COMP
 DL1090  MODELED GRAVITY -    979,617.8   (mgal)                       NAVD 88
 DL1090
 DL1090  VERT ORDER      -  SECOND    CLASS 0
 DL1090
 DL1090.The horizontal coordinates were scaled from a map and have
 DL1090.an estimated accuracy of +/- 6 seconds.
 DL1090
 DL1090.The orthometric height was determined by differential leveling and
 DL1090.adjusted by the NATIONAL GEODETIC SURVEY
 DL1090.in June 1991.
 DL1090
 DL1090.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1090.GEOID18 height accuracy estimate available here.
 DL1090
 DL1090.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT213554(NAD 83)
 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
 DL1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1090.See file dsdata.pdf to determine how the superseded data were derived.
 DL1090
 DL1090_MARKER: DB = BENCH MARK DISK
 DL1090_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DL1090_STAMPING: E 62 1934
 DL1090_MARK LOGO: CGS
 DL1090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL1090
 DL1090  HISTORY     - Date     Condition        Report By
 DL1090  HISTORY     - 1934     MONUMENTED       CGS
 DL1090  HISTORY     - 1962     GOOD             CGS
 DL1090  HISTORY     - 20100427 MARK NOT FOUND   ARHD
 DL1090
 DL1090                          STATION DESCRIPTION
 DL1090
 DL1090'DESCRIBED BY COAST AND 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.
 DL1090
 DL1090                          STATION RECOVERY (2010)
 DL1090
 DL1090'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2010 (ST)
 DL1090'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0994 ***********************************************************************
 DL0994  DESIGNATION -  E 64
 DL0994  PID         -  DL0994
 DL0994  STATE/COUNTY-  AR/HEMPSTEAD
 DL0994  COUNTRY     -  US
 DL0994  USGS QUAD   -  HOPE (2017)
 DL0994
 DL0994                         *CURRENT SURVEY CONTROL
 DL0994  ______________________________________________________________________
 DL0994* NAD 83(1986) POSITION- 33 40 34.     (N) 093 33 41.     (W)   SCALED
 DL0994* NAVD 88 ORTHO HEIGHT -    97.474 (meters)      319.80  (feet) ADJUSTED
 DL0994  ______________________________________________________________________
 DL0994  GEOID HEIGHT    -        -26.940 (meters)                     GEOID18
 DL0994  DYNAMIC HEIGHT  -         97.372 (meters)      319.46  (feet) COMP
 DL0994  MODELED GRAVITY -    979,588.2   (mgal)                       NAVD 88
 DL0994
 DL0994  VERT ORDER      -  SECOND    CLASS 0
 DL0994
 DL0994.The horizontal coordinates were scaled from a map and have
 DL0994.an estimated accuracy of +/- 6 seconds.
 DL0994
 DL0994.The orthometric height was determined by differential leveling and
 DL0994.adjusted by the NATIONAL GEODETIC SURVEY
 DL0994.in June 1991.
 DL0994
 DL0994.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0994.GEOID18 height accuracy estimate available here.
 DL0994
 DL0994.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT479263(NAD 83)
 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
 DL0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0994.See file dsdata.pdf to determine how the superseded data were derived.
 DL0994
 DL0994_MARKER: DB = BENCH MARK DISK
 DL0994_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL0994_SP_SET: PIER
 DL0994_STAMPING: E 64 1935
 DL0994_MARK LOGO: CGS
 DL0994_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0994
 DL0994  HISTORY     - Date     Condition        Report By
 DL0994  HISTORY     - 1935     MONUMENTED       CGS
 DL0994  HISTORY     - 1963     GOOD             CGS
 DL0994  HISTORY     - 20130313 MARK NOT FOUND   ARHD
 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 COAST AND GEODETIC SURVEY 1963
 DL0994'RECOVERED IN GOOD CONDITION.
 DL0994
 DL0994                          STATION RECOVERY (2013)
 DL0994
 DL0994'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (JDH)
 DL0994'THERE IS IS A NEW BRIGDE WHERE IT WAS.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK1170 ***********************************************************************
 DK1170  DESIGNATION -  E 65
 DK1170  PID         -  DK1170
 DK1170  STATE/COUNTY-  AR/CHICOT
 DK1170  COUNTRY     -  US
 DK1170  USGS QUAD   -  EUDORA SOUTH (2017)
 DK1170
 DK1170                         *CURRENT SURVEY CONTROL
 DK1170  ______________________________________________________________________
 DK1170* NAD 83(1986) POSITION- 33 04 48.     (N) 091 16 28.     (W)   SCALED
 DK1170* NAVD 88 ORTHO HEIGHT -    44.280 (meters)      145.28  (feet) ADJUSTED
 DK1170  ______________________________________________________________________
 DK1170  GEOID HEIGHT    -        -26.072 (meters)                     GEOID18
 DK1170  DYNAMIC HEIGHT  -         44.232 (meters)      145.12  (feet) COMP
 DK1170  MODELED GRAVITY -    979,570.1   (mgal)                       NAVD 88
 DK1170
 DK1170  VERT ORDER      -  SECOND    CLASS 0
 DK1170
 DK1170.The horizontal coordinates were scaled from a map and have
 DK1170.an estimated accuracy of +/- 6 seconds.
 DK1170
 DK1170.The orthometric height was determined by differential leveling and
 DK1170.adjusted by the NATIONAL GEODETIC SURVEY
 DK1170.in June 1991.
 DK1170
 DK1170.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1170.GEOID18 height accuracy estimate available here.
 DK1170
 DK1170.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS610614(NAD 83)
 DK1170
 DK1170                          SUPERSEDED SURVEY CONTROL
 DK1170
 DK1170  NGVD 29 (11/26/84)   44.379  (m)          145.60   (f) ADJUSTED    2 0
 DK1170
 DK1170.Superseded values are not recommended for survey control.
 DK1170
 DK1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1170.See file dsdata.pdf to determine how the superseded data were derived.
 DK1170
 DK1170_MARKER: DB = BENCH MARK DISK
 DK1170_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DK1170_STAMPING: E 65 1935
 DK1170_MARK LOGO: CGS
 DK1170_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0440 ***********************************************************************
 FG0440  DESIGNATION -  E 66
 FG0440  PID         -  FG0440
 FG0440  STATE/COUNTY-  AR/POPE
 FG0440  COUNTRY     -  US
 FG0440  USGS QUAD   -  MORELAND (2017)
 FG0440
 FG0440                         *CURRENT SURVEY CONTROL
 FG0440  ______________________________________________________________________
 FG0440* NAD 83(1986) POSITION- 35 19 14.99   (N) 092 56 41.13   (W)   HD_HELD1
 FG0440* NAVD 88 ORTHO HEIGHT -   179.614 (meters)      589.28  (feet) ADJUSTED
 FG0440  ______________________________________________________________________
 FG0440  GEOID HEIGHT    -        -28.781 (meters)                     GEOID18
 FG0440  DYNAMIC HEIGHT  -        179.446 (meters)      588.73  (feet) COMP
 FG0440  MODELED GRAVITY -    979,694.3   (mgal)                       NAVD 88
 FG0440
 FG0440  VERT ORDER      -  SECOND    CLASS 0
 FG0440
 FG0440.The horizontal coordinates were determined by differentially corrected
 FG0440.hand held GPS observations or other comparable positioning techniques
 FG0440.and have an estimated accuracy of +/- 3 meters.
 FG0440
 FG0440.The orthometric height was determined by differential leveling and
 FG0440.adjusted by the NATIONAL GEODETIC SURVEY
 FG0440.in June 1991.
 FG0440
 FG0440.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0440.GEOID18 height accuracy estimate available here.
 FG0440
 FG0440.Click photographs - Photos may exist for this station.
 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     -   109,966.3     314,098.6     MT  (+/- 3 meters HH1 GPS) 
 FG0440
 FG0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV0502108624(NAD 83)
 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
 FG0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0440.See file dsdata.pdf to determine how the superseded data were derived.
 FG0440
 FG0440_MARKER: DB = BENCH MARK DISK
 FG0440_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0440_STAMPING: E 66 1935
 FG0440_MARK LOGO: CGS
 FG0440_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0479 ***********************************************************************
 FG0479  DESIGNATION -  E 67
 FG0479  PID         -  FG0479
 FG0479  STATE/COUNTY-  AR/CONWAY
 FG0479  COUNTRY     -  US
 FG0479  USGS QUAD   -  HATTIEVILLE (2017)
 FG0479
 FG0479                         *CURRENT SURVEY CONTROL
 FG0479  ______________________________________________________________________
 FG0479* NAD 83(1986) POSITION- 35 16 35.     (N) 092 45 32.     (W)   SCALED
 FG0479* NAVD 88 ORTHO HEIGHT -    95.921 (meters)      314.70  (feet) ADJUSTED
 FG0479  ______________________________________________________________________
 FG0479  GEOID HEIGHT    -        -28.613 (meters)                     GEOID18
 FG0479  DYNAMIC HEIGHT  -         95.830 (meters)      314.40  (feet) COMP
 FG0479  MODELED GRAVITY -    979,690.8   (mgal)                       NAVD 88
 FG0479
 FG0479  VERT ORDER      -  SECOND    CLASS 0
 FG0479
 FG0479.The horizontal coordinates were scaled from a map and have
 FG0479.an estimated accuracy of +/- 6 seconds.
 FG0479
 FG0479.The orthometric height was determined by differential leveling and
 FG0479.adjusted by the NATIONAL GEODETIC SURVEY
 FG0479.in June 1991.
 FG0479
 FG0479.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0479.GEOID18 height accuracy estimate available here.
 FG0479
 FG0479.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV219037(NAD 83)
 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
 FG0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0479.See file dsdata.pdf to determine how the superseded data were derived.
 FG0479
 FG0479_MARKER: DB = BENCH MARK DISK
 FG0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0479_STAMPING: E 67 1935
 FG0479_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0157 ***********************************************************************
 FG0157  DESIGNATION -  E 68
 FG0157  PID         -  FG0157
 FG0157  STATE/COUNTY-  AR/FAULKNER
 FG0157  COUNTRY     -  US
 FG0157  USGS QUAD   -  GREENBRIER (2017)
 FG0157
 FG0157                         *CURRENT SURVEY CONTROL
 FG0157  ______________________________________________________________________
 FG0157* NAD 83(1986) POSITION- 35 09 50.60   (N) 092 26 29.91   (W)   HD_HELD1
 FG0157* NAVD 88 ORTHO HEIGHT -    87.252 (meters)      286.26  (feet) ADJUSTED
 FG0157  ______________________________________________________________________
 FG0157  GEOID HEIGHT    -        -28.080 (meters)                     GEOID18
 FG0157  DYNAMIC HEIGHT  -         87.171 (meters)      285.99  (feet) COMP
 FG0157  MODELED GRAVITY -    979,699.0   (mgal)                       NAVD 88
 FG0157
 FG0157  VERT ORDER      -  SECOND    CLASS 0
 FG0157
 FG0157.The horizontal coordinates were determined by differentially corrected
 FG0157.hand held GPS observations or other comparable positioning techniques
 FG0157.and have an estimated accuracy of +/- 3 meters.
 FG0157
 FG0157.The orthometric height was determined by differential leveling and
 FG0157.adjusted by the NATIONAL GEODETIC SURVEY
 FG0157.in June 1991.
 FG0157
 FG0157.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0157.GEOID18 height accuracy estimate available here.
 FG0157
 FG0157.Click photographs - Photos may exist for this station.
 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     -    92,251.8     359,765.6     MT  (+/- 3 meters HH1 GPS) 
 FG0157
 FG0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5084991379(NAD 83)
 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
 FG0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0157.See file dsdata.pdf to determine how the superseded data were derived.
 FG0157
 FG0157_MARKER: DB = BENCH MARK DISK
 FG0157_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0157_STAMPING: E 68 1934
 FG0157_MARK LOGO: CGS
 FG0157_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0157_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG0157+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2014
 FG0157
 FG0157  HISTORY     - Date     Condition        Report By
 FG0157  HISTORY     - 1934     MONUMENTED       CGS
 FG0157  HISTORY     - 20081202 MARK NOT FOUND   ARHD
 FG0157  HISTORY     - 20110526 MARK NOT FOUND   ARHD
 FG0157  HISTORY     - 20111004 GOOD             ARHD
 FG0157  HISTORY     - 20140415 GOOD             ARHD
 FG0157  HISTORY     - 20140731 GOOD             ARHD
 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.
 FG0157
 FG0157                          STATION RECOVERY (2008)
 FG0157
 FG0157'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2008 (WDA)
 FG0157'MARK NOT FOUND.
 FG0157
 FG0157                          STATION RECOVERY (2011)
 FG0157
 FG0157'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (MCA)
 FG0157'MARK NOT FOUND
 FG0157
 FG0157                          STATION RECOVERY (2011)
 FG0157
 FG0157'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (SES)
 FG0157'RECOVERED IN GOOD CONDITION.
 FG0157
 FG0157                          STATION RECOVERY (2014)
 FG0157
 FG0157'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (JDH)
 FG0157'RECOVERED IN GOOD CONDITION.
 FG0157
 FG0157                          STATION RECOVERY (2014)
 FG0157
 FG0157'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (JDH)
 FG0157'TO REACH FROM INTERSECTIONS OF HIGHWAY 25 AND HIGHWAY 285, GO SOUTH ON
 FG0157'HIGHWAY 25 FOR 2.7 MILES TO THE STATION ON THE LEFT. IT IS 55 FEET
 FG0157'EAST OF HIGHWAY 25 CENTERLINE, 54 FEET SOUTH OF A POWER POLE, 69 FEET
 FG0157'SOUTH OF A PAVED DRIVE AND 2 FEET WEST OF A R/W MARKER SIGN.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1429 ***********************************************************************
 FF1429  DESIGNATION -  E 69
 FF1429  PID         -  FF1429
 FF1429  STATE/COUNTY-  AR/WHITE
 FF1429  COUNTRY     -  US
 FF1429  USGS QUAD   -  BEEBE (2017)
 FF1429
 FF1429                         *CURRENT SURVEY CONTROL
 FF1429  ______________________________________________________________________
 FF1429* NAD 83(1986) POSITION- 35 05 48.     (N) 091 59 05.     (W)   SCALED
 FF1429* NAVD 88 ORTHO HEIGHT -    78.338 (meters)      257.01  (feet) ADJUSTED
 FF1429  ______________________________________________________________________
 FF1429  GEOID HEIGHT    -        -27.407 (meters)                     GEOID18
 FF1429  DYNAMIC HEIGHT  -         78.265 (meters)      256.77  (feet) COMP
 FF1429  MODELED GRAVITY -    979,709.2   (mgal)                       NAVD 88
 FF1429
 FF1429  VERT ORDER      -  SECOND    CLASS 0
 FF1429
 FF1429.The horizontal coordinates were scaled from a map and have
 FF1429.an estimated accuracy of +/- 6 seconds.
 FF1429
 FF1429.The orthometric height was determined by differential leveling and
 FF1429.adjusted by the NATIONAL GEODETIC SURVEY
 FF1429.in June 1991.
 FF1429
 FF1429.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1429.GEOID18 height accuracy estimate available here.
 FF1429
 FF1429.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU925842(NAD 83)
 FF1429
 FF1429                          SUPERSEDED SURVEY CONTROL
 FF1429
 FF1429  NGVD 29 (11/26/84)   78.336  (m)          257.01   (f) ADJUSTED    2 0
 FF1429
 FF1429.Superseded values are not recommended for survey control.
 FF1429
 FF1429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1429.See file dsdata.pdf to determine how the superseded data were derived.
 FF1429
 FF1429_MARKER: DB = BENCH MARK DISK
 FF1429_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF1429_STAMPING: E 69 1934
 FF1429_MARK LOGO: CGS
 FF1429_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1429
 FF1429  HISTORY     - Date     Condition        Report By
 FF1429  HISTORY     - 1934     MONUMENTED       CGS
 FF1429  HISTORY     - 1961     MARK NOT FOUND   USGS
 FF1429  HISTORY     - 20110719 MARK NOT FOUND   ARHD
 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.
 FF1429
 FF1429                          STATION RECOVERY (2011)
 FF1429
 FF1429'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (SES)
 FF1429'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0002 ***********************************************************************
 EJ0002  DESIGNATION -  E 70
 EJ0002  PID         -  EJ0002
 EJ0002  STATE/COUNTY-  AR/FAULKNER
 EJ0002  COUNTRY     -  US
 EJ0002  USGS QUAD   -  MAYFLOWER (2017)
 EJ0002
 EJ0002                         *CURRENT SURVEY CONTROL
 EJ0002  ______________________________________________________________________
 EJ0002* NAD 83(1986) POSITION- 34 58 05.     (N) 092 25 24.     (W)   SCALED
 EJ0002* NAVD 88 ORTHO HEIGHT -    86.211 (meters)      282.84  (feet) ADJUSTED
 EJ0002  ______________________________________________________________________
 EJ0002  GEOID HEIGHT    -        -27.593 (meters)                     GEOID18
 EJ0002  DYNAMIC HEIGHT  -         86.130 (meters)      282.58  (feet) COMP
 EJ0002  MODELED GRAVITY -    979,694.3   (mgal)                       NAVD 88
 EJ0002
 EJ0002  VERT ORDER      -  FIRST     CLASS II
 EJ0002
 EJ0002.The horizontal coordinates were scaled from a map and have
 EJ0002.an estimated accuracy of +/- 6 seconds.
 EJ0002
 EJ0002.The orthometric height was determined by differential leveling and
 EJ0002.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0002.in September 2023.
 EJ0002
 EJ0002.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0002.GEOID18 height accuracy estimate available here.
 EJ0002
 EJ0002.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU526696(NAD 83)
 EJ0002
 EJ0002                          SUPERSEDED SURVEY CONTROL
 EJ0002
 EJ0002  NAVD 88 (06/15/91)   86.211  (m)          282.84   (f) SUPERSEDED  1 2
 EJ0002  NGVD 29 (06/07/95)   86.260  (m)          283.00   (f) ADJUSTED    1 2
 EJ0002  NGVD 29 (??/??/92)   86.230  (m)          282.91   (f) SUPERSEDED  1 2
 EJ0002
 EJ0002.Superseded values are not recommended for survey control.
 EJ0002
 EJ0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0002.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0002
 EJ0002_MARKER: DB = BENCH MARK DISK
 EJ0002_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0002_STAMPING: E 70 1934
 EJ0002_MARK LOGO: CGS
 EJ0002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0002
 EJ0002  HISTORY     - Date     Condition        Report By
 EJ0002  HISTORY     - 1934     MONUMENTED       CGS
 EJ0002  HISTORY     - 1967     GOOD             CGS
 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG0396 ***********************************************************************
 FG0396  DESIGNATION -  E 71
 FG0396  PID         -  FG0396
 FG0396  STATE/COUNTY-  AR/PERRY
 FG0396  COUNTRY     -  US
 FG0396  USGS QUAD   -  PERRYVILLE (2017)
 FG0396
 FG0396                         *CURRENT SURVEY CONTROL
 FG0396  ______________________________________________________________________
 FG0396* NAD 83(1986) POSITION- 35 02 55.     (N) 092 47 39.     (W)   SCALED
 FG0396* NAVD 88 ORTHO HEIGHT -    90.331 (meters)      296.36  (feet) ADJUSTED
 FG0396  ______________________________________________________________________
 FG0396  GEOID HEIGHT    -        -28.472 (meters)                     GEOID18
 FG0396  DYNAMIC HEIGHT  -         90.245 (meters)      296.08  (feet) COMP
 FG0396  MODELED GRAVITY -    979,681.2   (mgal)                       NAVD 88
 FG0396
 FG0396  VERT ORDER      -  SECOND    CLASS I
 FG0396
 FG0396.The horizontal coordinates were scaled from a map and have
 FG0396.an estimated accuracy of +/- 6 seconds.
 FG0396
 FG0396.The orthometric height was determined by differential leveling and
 FG0396.adjusted by the NATIONAL GEODETIC SURVEY
 FG0396.in September 2023.
 FG0396
 FG0396.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0396.GEOID18 height accuracy estimate available here.
 FG0396
 FG0396.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU187784(NAD 83)
 FG0396
 FG0396                          SUPERSEDED SURVEY CONTROL
 FG0396
 FG0396  NAVD 88 (06/15/91)   90.347  (m)          296.41   (f) SUPERSEDED  2 0
 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
 FG0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0396.See file dsdata.pdf to determine how the superseded data were derived.
 FG0396
 FG0396_MARKER: DB = BENCH MARK DISK
 FG0396_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0396_STAMPING: E 71 1934
 FG0396_MARK LOGO: CGS
 FG0396_PROJECTION: RECESSED 13 CENTIMETERS
 FG0396_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0396
 FG0396  HISTORY     - Date     Condition        Report By
 FG0396  HISTORY     - 1934     MONUMENTED       CGS
 FG0396  HISTORY     - 1935     GOOD             CGS
 FG0396  HISTORY     - 1960     POOR             CGS
 FG0396
 FG0396                          STATION DESCRIPTION
 FG0396
 FG0396'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1960
 FG0396'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0989 ***********************************************************************
 FG0989  DESIGNATION -  E 72
 FG0989  PID         -  FG0989
 FG0989  STATE/COUNTY-  AR/POPE
 FG0989  COUNTRY     -  US
 FG0989  USGS QUAD   -  HOLLA BEND (2017)
 FG0989
 FG0989                         *CURRENT SURVEY CONTROL
 FG0989  ______________________________________________________________________
 FG0989* NAD 83(1986) POSITION- 35 14 35.86   (N) 093 01 23.38   (W)   HD_HELD1
 FG0989* NAVD 88 ORTHO HEIGHT -   118.793 (meters)      389.74  (feet) ADJUSTED
 FG0989  ______________________________________________________________________
 FG0989  GEOID HEIGHT    -        -28.973 (meters)                     GEOID18
 FG0989  DYNAMIC HEIGHT  -        118.681 (meters)      389.37  (feet) COMP
 FG0989  MODELED GRAVITY -    979,684.9   (mgal)                       NAVD 88
 FG0989
 FG0989  VERT ORDER      -  SECOND    CLASS I
 FG0989
 FG0989.The horizontal coordinates were determined by differentially corrected
 FG0989.hand held GPS observations or other comparable positioning techniques
 FG0989.and have an estimated accuracy of +/- 3 meters.
 FG0989
 FG0989.The orthometric height was determined by differential leveling and
 FG0989.adjusted by the NATIONAL GEODETIC SURVEY
 FG0989.in September 2023.
 FG0989
 FG0989.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0989.GEOID18 height accuracy estimate available here.
 FG0989
 FG0989.Click photographs - Photos may exist for this station.
 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     -   101,436.2     306,880.8     MT  (+/- 3 meters HH1 GPS) 
 FG0989
 FG0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV9789200024(NAD 83)
 FG0989
 FG0989                          SUPERSEDED SURVEY CONTROL
 FG0989
 FG0989  NAVD 88 (06/15/91)  118.793  (m)          389.74   (f) SUPERSEDED  2 0
 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
 FG0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0989.See file dsdata.pdf to determine how the superseded data were derived.
 FG0989
 FG0989_MARKER: DB = BENCH MARK DISK
 FG0989_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0989_STAMPING: E 72 1934
 FG0989_MARK LOGO: CGS
 FG0989_PROJECTION: PROJECTING 10 CENTIMETERS
 FG0989_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0989
 FG0989  HISTORY     - Date     Condition        Report By
 FG0989  HISTORY     - 1934     MONUMENTED       CGS
 FG0989  HISTORY     - 1967     GOOD             CGS
 FG0989  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG0989  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 FG0989
 FG0989                          STATION DESCRIPTION
 FG0989
 FG0989'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0918 ***********************************************************************
 EJ0918  DESIGNATION -  E 73
 EJ0918  PID         -  EJ0918
 EJ0918  STATE/COUNTY-  AR/PERRY
 EJ0918  COUNTRY     -  US
 EJ0918  USGS QUAD   -  THORNBURG (2017)
 EJ0918
 EJ0918                         *CURRENT SURVEY CONTROL
 EJ0918  ______________________________________________________________________
 EJ0918* NAD 83(1986) POSITION- 34 56 01.     (N) 092 48 24.     (W)   SCALED
 EJ0918* NAVD 88 ORTHO HEIGHT -   224.832 (meters)      737.64  (feet) ADJUSTED
 EJ0918  ______________________________________________________________________
 EJ0918  GEOID HEIGHT    -        -28.105 (meters)                     GEOID18
 EJ0918  DYNAMIC HEIGHT  -        224.612 (meters)      736.91  (feet) COMP
 EJ0918  MODELED GRAVITY -    979,649.6   (mgal)                       NAVD 88
 EJ0918
 EJ0918  VERT ORDER      -  SECOND    CLASS 0
 EJ0918
 EJ0918.The horizontal coordinates were scaled from a map and have
 EJ0918.an estimated accuracy of +/- 6 seconds.
 EJ0918
 EJ0918.The orthometric height was determined by differential leveling and
 EJ0918.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0918.in June 1991.
 EJ0918
 EJ0918.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0918.GEOID18 height accuracy estimate available here.
 EJ0918
 EJ0918.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU176656(NAD 83)
 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
 EJ0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0918.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0918
 EJ0918_MARKER: DB = BENCH MARK DISK
 EJ0918_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0918_STAMPING: E 73 1935
 EJ0918_MARK LOGO: CGS
 EJ0918_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0918
 EJ0918  HISTORY     - Date     Condition        Report By
 EJ0918  HISTORY     - 1935     MONUMENTED       CGS
 EJ0918  HISTORY     - 1961     MARK NOT FOUND   CGS
 EJ0918
 EJ0918                          STATION DESCRIPTION
 EJ0918
 EJ0918'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FF1227 ***********************************************************************
 FF1227  DESIGNATION -  E 74
 FF1227  PID         -  FF1227
 FF1227  STATE/COUNTY-  AR/WOODRUFF
 FF1227  COUNTRY     -  US
 FF1227  USGS QUAD   -  HUNTER WEST (2017)
 FF1227
 FF1227                         *CURRENT SURVEY CONTROL
 FF1227  ______________________________________________________________________
 FF1227* NAD 83(1986) POSITION- 35 05 19.     (N) 091 14 51.     (W)   SCALED
 FF1227* NAVD 88 ORTHO HEIGHT -    62.481 (meters)      204.99  (feet) ADJUSTED
 FF1227  ______________________________________________________________________
 FF1227  GEOID HEIGHT    -        -27.165 (meters)                     GEOID18
 FF1227  DYNAMIC HEIGHT  -         62.424 (meters)      204.80  (feet) COMP
 FF1227  MODELED GRAVITY -    979,722.2   (mgal)                       NAVD 88
 FF1227
 FF1227  VERT ORDER      -  SECOND    CLASS 0
 FF1227
 FF1227.The horizontal coordinates were scaled from a map and have
 FF1227.an estimated accuracy of +/- 6 seconds.
 FF1227
 FF1227.The orthometric height was determined by differential leveling and
 FF1227.adjusted by the NATIONAL GEODETIC SURVEY
 FF1227.in June 1991.
 FF1227
 FF1227.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1227.GEOID18 height accuracy estimate available here.
 FF1227
 FF1227.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU597842(NAD 83)
 FF1227
 FF1227                          SUPERSEDED SURVEY CONTROL
 FF1227
 FF1227  NGVD 29 (11/26/84)   62.454  (m)          204.90   (f) ADJUSTED    2 0
 FF1227
 FF1227.Superseded values are not recommended for survey control.
 FF1227
 FF1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1227.See file dsdata.pdf to determine how the superseded data were derived.
 FF1227
 FF1227_MARKER: DB = BENCH MARK DISK
 FF1227_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF1227_STAMPING: E 74 1934
 FF1227_MARK LOGO: CGS
 FF1227_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1149 ***********************************************************************
 FF1149  DESIGNATION -  E 75 RESET
 FF1149  PID         -  FF1149
 FF1149  STATE/COUNTY-  AR/JACKSON
 FF1149  COUNTRY     -  US
 FF1149  USGS QUAD   -  AMAGON (2017)
 FF1149
 FF1149                         *CURRENT SURVEY CONTROL
 FF1149  ______________________________________________________________________
 FF1149* NAD 83(1986) POSITION- 35 33 39.     (N) 091 04 27.     (W)   SCALED
 FF1149* NAVD 88 ORTHO HEIGHT -    70.823 (meters)      232.36  (feet) ADJUSTED
 FF1149  ______________________________________________________________________
 FF1149  GEOID HEIGHT    -        -27.525 (meters)                     GEOID18
 FF1149  DYNAMIC HEIGHT  -         70.761 (meters)      232.16  (feet) COMP
 FF1149  MODELED GRAVITY -    979,764.2   (mgal)                       NAVD 88
 FF1149
 FF1149  VERT ORDER      -  SECOND    CLASS 0
 FF1149
 FF1149.The horizontal coordinates were scaled from a map and have
 FF1149.an estimated accuracy of +/- 6 seconds.
 FF1149
 FF1149.The orthometric height was determined by differential leveling and
 FF1149.adjusted by the NATIONAL GEODETIC SURVEY
 FF1149.in June 1991.
 FF1149
 FF1149.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1149.GEOID18 height accuracy estimate available here.
 FF1149
 FF1149.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV745369(NAD 83)
 FF1149
 FF1149                          SUPERSEDED SURVEY CONTROL
 FF1149
 FF1149  NGVD 29 (11/26/84)   70.755  (m)          232.14   (f) ADJUSTED    2 0
 FF1149
 FF1149.Superseded values are not recommended for survey control.
 FF1149
 FF1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1149.See file dsdata.pdf to determine how the superseded data were derived.
 FF1149
 FF1149_MARKER: DB = BENCH MARK DISK
 FF1149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1149_STAMPING: E 75 1934
 FF1149_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0778 ***********************************************************************
 FF0778  DESIGNATION -  E 76
 FF0778  PID         -  FF0778
 FF0778  STATE/COUNTY-  AR/CRAIGHEAD
 FF0778  COUNTRY     -  US
 FF0778  USGS QUAD   -  GREENFIELD (2017)
 FF0778
 FF0778                         *CURRENT SURVEY CONTROL
 FF0778  ______________________________________________________________________
 FF0778* NAD 83(1986) POSITION- 35 43 10.     (N) 090 41 25.     (W)   SCALED
 FF0778* NAVD 88 ORTHO HEIGHT -    76.291 (meters)      250.30  (feet) ADJUSTED
 FF0778  ______________________________________________________________________
 FF0778  GEOID HEIGHT    -        -27.759 (meters)                     GEOID18
 FF0778  DYNAMIC HEIGHT  -         76.225 (meters)      250.08  (feet) COMP
 FF0778  MODELED GRAVITY -    979,772.2   (mgal)                       NAVD 88
 FF0778
 FF0778  VERT ORDER      -  SECOND    CLASS 0
 FF0778
 FF0778.The horizontal coordinates were scaled from a map and have
 FF0778.an estimated accuracy of +/- 6 seconds.
 FF0778
 FF0778.The orthometric height was determined by differential leveling and
 FF0778.adjusted by the NATIONAL GEODETIC SURVEY
 FF0778.in June 1991.
 FF0778
 FF0778.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0778.GEOID18 height accuracy estimate available here.
 FF0778
 FF0778.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV089552(NAD 83)
 FF0778
 FF0778                          SUPERSEDED SURVEY CONTROL
 FF0778
 FF0778  NGVD 29 (11/26/84)   76.200  (m)          250.00   (f) ADJUSTED    2 0
 FF0778
 FF0778.Superseded values are not recommended for survey control.
 FF0778
 FF0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0778.See file dsdata.pdf to determine how the superseded data were derived.
 FF0778
 FF0778_MARKER: DB = BENCH MARK DISK
 FF0778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0778_STAMPING: E 76 1934
 FF0778_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0938 ***********************************************************************
 EJ0938  DESIGNATION -  E 78
 EJ0938  PID         -  EJ0938
 EJ0938  STATE/COUNTY-  AR/SALINE
 EJ0938  COUNTRY     -  US
 EJ0938  USGS QUAD   -  LONSDALE (2017)
 EJ0938
 EJ0938                         *CURRENT SURVEY CONTROL
 EJ0938  ______________________________________________________________________
 EJ0938* NAD 83(1986) POSITION- 34 36 49.71   (N) 092 46 09.73   (W)   HD_HELD1
 EJ0938* NAVD 88 ORTHO HEIGHT -   124.337 (meters)      407.93  (feet) ADJUSTED
 EJ0938  ______________________________________________________________________
 EJ0938  GEOID HEIGHT    -        -26.875 (meters)                     GEOID18
 EJ0938  DYNAMIC HEIGHT  -        124.219 (meters)      407.54  (feet) COMP
 EJ0938  MODELED GRAVITY -    979,677.2   (mgal)                       NAVD 88
 EJ0938
 EJ0938  VERT ORDER      -  SECOND    CLASS 0
 EJ0938
 EJ0938.The horizontal coordinates were determined by differentially corrected
 EJ0938.hand held GPS observations or other comparable positioning techniques
 EJ0938.and have an estimated accuracy of +/- 3 meters.
 EJ0938
 EJ0938.The orthometric height was determined by differential leveling and
 EJ0938.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0938.in June 1991.
 EJ0938
 EJ0938.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0938.GEOID18 height accuracy estimate available here.
 EJ0938
 EJ0938.Click photographs - Photos may exist for this station.
 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     -   616,232.0     329,440.1     MT  (+/- 3 meters HH1 GPS) 
 EJ0938
 EJ0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU2114330241(NAD 83)
 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
 EJ0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0938.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0938
 EJ0938_MARKER: DB = BENCH MARK DISK
 EJ0938_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0938_STAMPING: E 78 1935
 EJ0938_MARK LOGO: CGS
 EJ0938_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0938
 EJ0938  HISTORY     - Date     Condition        Report By
 EJ0938  HISTORY     - 1935     MONUMENTED       CGS
 EJ0938  HISTORY     - 1935     GOOD             CGS
 EJ0938  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ0938
 EJ0938                          STATION DESCRIPTION
 EJ0938
 EJ0938'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0660 ***********************************************************************
 EJ0660  DESIGNATION -  E 79
 EJ0660  PID         -  EJ0660
 EJ0660  STATE/COUNTY-  AR/HOT SPRING
 EJ0660  COUNTRY     -  US
 EJ0660  USGS QUAD   -  TRASKWOOD (2017)
 EJ0660
 EJ0660                         *CURRENT SURVEY CONTROL
 EJ0660  ______________________________________________________________________
 EJ0660* NAD 83(1986) POSITION- 34 23 20.     (N) 092 43 16.     (W)   SCALED
 EJ0660* NAVD 88 ORTHO HEIGHT -    86.043 (meters)      282.29  (feet) ADJUSTED
 EJ0660  ______________________________________________________________________
 EJ0660  GEOID HEIGHT    -        -26.386 (meters)                     GEOID18
 EJ0660  DYNAMIC HEIGHT  -         85.961 (meters)      282.02  (feet) COMP
 EJ0660  MODELED GRAVITY -    979,672.8   (mgal)                       NAVD 88
 EJ0660
 EJ0660  VERT ORDER      -  SECOND    CLASS 0
 EJ0660
 EJ0660.The horizontal coordinates were scaled from a map and have
 EJ0660.an estimated accuracy of +/- 6 seconds.
 EJ0660
 EJ0660.The orthometric height was determined by differential leveling and
 EJ0660.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0660.in June 1991.
 EJ0660
 EJ0660.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0660.GEOID18 height accuracy estimate available here.
 EJ0660
 EJ0660.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU256053(NAD 83)
 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
 EJ0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0660.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0660
 EJ0660_MARKER: DB = BENCH MARK DISK
 EJ0660_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0660_STAMPING: E 79 1935
 EJ0660_MARK LOGO: CGS
 EJ0660_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1307 ***********************************************************************
 FF1307  DESIGNATION -  E 8
 FF1307  PID         -  FF1307
 FF1307  STATE/COUNTY-  AR/WHITE
 FF1307  COUNTRY     -  US
 FF1307  USGS QUAD   -  LETONA (2017)
 FF1307
 FF1307                         *CURRENT SURVEY CONTROL
 FF1307  ______________________________________________________________________
 FF1307* NAD 83(1986) POSITION- 35 16 54.     (N) 091 49 56.     (W)   SCALED
 FF1307* NAVD 88 ORTHO HEIGHT -    80.485 (meters)      264.06  (feet) ADJUSTED
 FF1307  ______________________________________________________________________
 FF1307  GEOID HEIGHT    -        -27.423 (meters)                     GEOID18
 FF1307  DYNAMIC HEIGHT  -         80.412 (meters)      263.82  (feet) COMP
 FF1307  MODELED GRAVITY -    979,732.9   (mgal)                       NAVD 88
 FF1307
 FF1307  VERT ORDER      -  FIRST     CLASS II
 FF1307
 FF1307.The horizontal coordinates were scaled from a map and have
 FF1307.an estimated accuracy of +/- 6 seconds.
 FF1307
 FF1307.The orthometric height was determined by differential leveling and
 FF1307.adjusted by the NATIONAL GEODETIC SURVEY
 FF1307.in June 1991.
 FF1307
 FF1307.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1307.GEOID18 height accuracy estimate available here.
 FF1307
 FF1307.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV061049(NAD 83)
 FF1307
 FF1307                          SUPERSEDED SURVEY CONTROL
 FF1307
 FF1307  NGVD 29 (11/26/84)   80.431  (m)          263.88   (f) ADJUSTED    1 2
 FF1307
 FF1307.Superseded values are not recommended for survey control.
 FF1307
 FF1307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1307.See file dsdata.pdf to determine how the superseded data were derived.
 FF1307
 FF1307_MARKER: P = PIPE CAP
 FF1307_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF1307_STAMPING: E 8 1931
 FF1307_MARK LOGO: CGS
 FF1307_MAGNETIC: P = MARKER IS A STEEL PIPE
 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 (GRF)
 FF1307'AT ARMSTRONG SPRINGS.  AT WYOLA, CLEBURNE COUNTY, ABOUT 20 YARDS SOUTH
 FF1307'OF THE SOUTHEAST CORNER OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 FF1307'STATION, ABOUT 75 YARDS WEST OF THE TRACK, AND ABOUT 30 YARDS SOUTH OF
 FF1307'THE 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 ABOUT 4
 FF1307'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 = MARCH 20, 2026 22:17:28 EDT
 EJ0576 ***********************************************************************
 EJ0576  DESIGNATION -  E 80
 EJ0576  PID         -  EJ0576
 EJ0576  STATE/COUNTY-  AR/GRANT
 EJ0576  COUNTRY     -  US
 EJ0576  USGS QUAD   -  SHERIDAN (2017)
 EJ0576
 EJ0576                         *CURRENT SURVEY CONTROL
 EJ0576  ______________________________________________________________________
 EJ0576* NAD 83(1986) POSITION- 34 18 56.     (N) 092 23 47.     (W)   SCALED
 EJ0576* NAVD 88 ORTHO HEIGHT -    76.451 (meters)      250.82  (feet) ADJUSTED
 EJ0576  ______________________________________________________________________
 EJ0576  GEOID HEIGHT    -        -26.052 (meters)                     GEOID18
 EJ0576  DYNAMIC HEIGHT  -         76.378 (meters)      250.58  (feet) COMP
 EJ0576  MODELED GRAVITY -    979,677.8   (mgal)                       NAVD 88
 EJ0576
 EJ0576  VERT ORDER      -  SECOND    CLASS 0
 EJ0576
 EJ0576.The horizontal coordinates were scaled from a map and have
 EJ0576.an estimated accuracy of +/- 6 seconds.
 EJ0576
 EJ0576.The orthometric height was determined by differential leveling and
 EJ0576.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0576.in June 1991.
 EJ0576
 EJ0576.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0576.GEOID18 height accuracy estimate available here.
 EJ0576
 EJ0576.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT555973(NAD 83)
 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
 EJ0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0576.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0576
 EJ0576_MARKER: DB = BENCH MARK DISK
 EJ0576_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0576_STAMPING: E 80 1935
 EJ0576_MARK LOGO: CGS
 EJ0576_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0576
 EJ0576  HISTORY     - Date     Condition        Report By
 EJ0576  HISTORY     - 1935     MONUMENTED       CGS
 EJ0576  HISTORY     - 1935     GOOD             CGS
 EJ0576  HISTORY     - 1960     MARK NOT FOUND   USGS
 EJ0576  HISTORY     - 20050901 MARK NOT FOUND   ARHD
 EJ0576
 EJ0576                          STATION DESCRIPTION
 EJ0576
 EJ0576'DESCRIBED BY COAST AND 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 DEPARTMENT OF TRANSPORTATION 2005 (MSK)
 EJ0576'MARK NOT FOUND
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1024 ***********************************************************************
 EH1024  DESIGNATION -  E 82
 EH1024  PID         -  EH1024
 EH1024  STATE/COUNTY-  AR/LEE
 EH1024  COUNTRY     -  US
 EH1024  USGS QUAD   -  HAYNES (2017)
 EH1024
 EH1024                         *CURRENT SURVEY CONTROL
 EH1024  ______________________________________________________________________
 EH1024* NAD 83(1986) POSITION- 34 53 23.     (N) 090 47 33.     (W)   SCALED
 EH1024* NAVD 88 ORTHO HEIGHT -    68.510 (meters)      224.77  (feet) ADJUSTED
 EH1024  ______________________________________________________________________
 EH1024  GEOID HEIGHT    -        -26.830 (meters)                     GEOID18
 EH1024  DYNAMIC HEIGHT  -         68.447 (meters)      224.56  (feet) COMP
 EH1024  MODELED GRAVITY -    979,719.3   (mgal)                       NAVD 88
 EH1024
 EH1024  VERT ORDER      -  SECOND    CLASS 0
 EH1024
 EH1024.The horizontal coordinates were scaled from a map and have
 EH1024.an estimated accuracy of +/- 6 seconds.
 EH1024
 EH1024.The orthometric height was determined by differential leveling and
 EH1024.adjusted by the NATIONAL GEODETIC SURVEY
 EH1024.in June 1991.
 EH1024
 EH1024.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1024.GEOID18 height accuracy estimate available here.
 EH1024
 EH1024.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU017630(NAD 83)
 EH1024
 EH1024                          SUPERSEDED SURVEY CONTROL
 EH1024
 EH1024  NGVD 29 (11/26/84)   68.506  (m)          224.76   (f) ADJUSTED    2 0
 EH1024
 EH1024.Superseded values are not recommended for survey control.
 EH1024
 EH1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1024.See file dsdata.pdf to determine how the superseded data were derived.
 EH1024
 EH1024_MARKER: DB = BENCH MARK DISK
 EH1024_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EH1024_STAMPING: E 82 1935
 EH1024_MARK LOGO: CGS
 EH1024_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 DK1424 ***********************************************************************
 DK1424  DESIGNATION -  E 83
 DK1424  PID         -  DK1424
 DK1424  STATE/COUNTY-  AR/DREW
 DK1424  COUNTRY     -  US
 DK1424  USGS QUAD   -  MONTICELLO NORTH (2017)
 DK1424
 DK1424                         *CURRENT SURVEY CONTROL
 DK1424  ______________________________________________________________________
 DK1424* NAD 83(1986) POSITION- 33 37 44.3    (N) 091 47 30.7    (W)   HD_HELD2
 DK1424* NAVD 88 ORTHO HEIGHT -    90.871 (meters)      298.13  (feet) ADJUSTED
 DK1424  ______________________________________________________________________
 DK1424  GEOID HEIGHT    -        -25.746 (meters)                     GEOID18
 DK1424  DYNAMIC HEIGHT  -         90.777 (meters)      297.82  (feet) COMP
 DK1424  MODELED GRAVITY -    979,611.0   (mgal)                       NAVD 88
 DK1424
 DK1424  VERT ORDER      -  SECOND    CLASS I
 DK1424
 DK1424.The horizontal coordinates were established by autonomous hand held GPS
 DK1424.observations and have an estimated accuracy of +/- 10 meters.
 DK1424
 DK1424.The orthometric height was determined by differential leveling and
 DK1424.adjusted by the NATIONAL GEODETIC SURVEY
 DK1424.in June 1991.
 DK1424
 DK1424.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1424.GEOID18 height accuracy estimate available here.
 DK1424
 DK1424.Click photographs - Photos may exist for this station.
 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     -   506,751.      419,311.      MT  (+/- 10 meters HH2 GPS)
 DK1424
 DK1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT1205421672(NAD 83)
 DK1424
 DK1424                          SUPERSEDED SURVEY CONTROL
 DK1424
 DK1424  NGVD 29 (11/26/84)   90.974  (m)          298.47   (f) ADJUSTED    2 0
 DK1424
 DK1424.Superseded values are not recommended for survey control.
 DK1424
 DK1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1424.See file dsdata.pdf to determine how the superseded data were derived.
 DK1424
 DK1424_MARKER: DB = BENCH MARK DISK
 DK1424_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK1424_SP_SET: BALISTRADE
 DK1424_STAMPING: E 83 1935
 DK1424_MARK LOGO: CGS
 DK1424_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1424_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK1424+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2017
 DK1424
 DK1424  HISTORY     - Date     Condition        Report By
 DK1424  HISTORY     - 1935     MONUMENTED       CGS
 DK1424  HISTORY     - 1935     GOOD             CGS
 DK1424  HISTORY     - 20031111 GOOD             INDIV
 DK1424  HISTORY     - 20130701 GOOD             ARHD
 DK1424  HISTORY     - 20170828 GOOD             ARHD
 DK1424  HISTORY     - 20171220 GOOD             ARHD
 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.
 DK1424
 DK1424                          STATION RECOVERY (2013)
 DK1424
 DK1424'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (CAW)
 DK1424'RECOVERED IN GOOD CONDITION.
 DK1424
 DK1424                          STATION RECOVERY (2017)
 DK1424
 DK1424'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2017 (JDH)
 DK1424'RECOVERED AS DESCRIBED.
 DK1424
 DK1424                          STATION RECOVERY (2017)
 DK1424
 DK1424'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2017 (JDH)
 DK1424'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0355 ***********************************************************************
 EJ0355  DESIGNATION -  E 84
 EJ0355  PID         -  EJ0355
 EJ0355  STATE/COUNTY-  AR/PULASKI
 EJ0355  COUNTRY     -  US
 EJ0355  USGS QUAD   -  LITTLE ROCK (2017)
 EJ0355
 EJ0355                         *CURRENT SURVEY CONTROL
 EJ0355  ______________________________________________________________________
 EJ0355* NAD 83(1986) POSITION- 34 39 02.     (N) 092 18 21.     (W)   SCALED
 EJ0355* NAVD 88 ORTHO HEIGHT -    78.986 (meters)      259.14  (feet) ADJUSTED
 EJ0355  ______________________________________________________________________
 EJ0355  GEOID HEIGHT    -        -26.468 (meters)                     GEOID18
 EJ0355  DYNAMIC HEIGHT  -         78.911 (meters)      258.89  (feet) COMP
 EJ0355  MODELED GRAVITY -    979,694.5   (mgal)                       NAVD 88
 EJ0355
 EJ0355  VERT ORDER      -  SECOND    CLASS 0
 EJ0355
 EJ0355.The horizontal coordinates were scaled from a map and have
 EJ0355.an estimated accuracy of +/- 6 seconds.
 EJ0355
 EJ0355.The orthometric height was determined by differential leveling and
 EJ0355.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0355.in June 1991.
 EJ0355
 EJ0355.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0355.GEOID18 height accuracy estimate available here.
 EJ0355
 EJ0355.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU636345(NAD 83)
 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
 EJ0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0355.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0355
 EJ0355_MARKER: DB = BENCH MARK DISK
 EJ0355_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0355_STAMPING: E 84 1935
 EJ0355_MARK LOGO: CGS
 EJ0355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0355
 EJ0355  HISTORY     - Date     Condition        Report By
 EJ0355  HISTORY     - 1935     MONUMENTED       CGS
 EJ0355  HISTORY     - 1960     MARK NOT FOUND   CGS
 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FF1406 ***********************************************************************
 FF1406  DESIGNATION -  E 85
 FF1406  PID         -  FF1406
 FF1406  STATE/COUNTY-  AR/WHITE
 FF1406  COUNTRY     -  US
 FF1406  USGS QUAD   -  WEST POINT (2017)
 FF1406
 FF1406                         *CURRENT SURVEY CONTROL
 FF1406  ______________________________________________________________________
 FF1406* NAD 83(1986) POSITION- 35 09 16.     (N) 091 30 07.     (W)   SCALED
 FF1406* NAVD 88 ORTHO HEIGHT -    60.291 (meters)      197.80  (feet) ADJUSTED
 FF1406  ______________________________________________________________________
 FF1406  GEOID HEIGHT    -        -27.357 (meters)                     GEOID18
 FF1406  DYNAMIC HEIGHT  -         60.236 (meters)      197.62  (feet) COMP
 FF1406  MODELED GRAVITY -    979,724.1   (mgal)                       NAVD 88
 FF1406
 FF1406  VERT ORDER      -  SECOND    CLASS 0
 FF1406
 FF1406.The horizontal coordinates were scaled from a map and have
 FF1406.an estimated accuracy of +/- 6 seconds.
 FF1406
 FF1406.The orthometric height was determined by differential leveling and
 FF1406.adjusted by the NATIONAL GEODETIC SURVEY
 FF1406.in June 1991.
 FF1406
 FF1406.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1406.GEOID18 height accuracy estimate available here.
 FF1406
 FF1406.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU364911(NAD 83)
 FF1406
 FF1406                          SUPERSEDED SURVEY CONTROL
 FF1406
 FF1406  NGVD 29 (11/26/84)   60.256  (m)          197.69   (f) ADJUSTED    2 0
 FF1406
 FF1406.Superseded values are not recommended for survey control.
 FF1406
 FF1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1406.See file dsdata.pdf to determine how the superseded data were derived.
 FF1406
 FF1406_MARKER: DB = BENCH MARK DISK
 FF1406_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF1406_STAMPING: E 85 1935
 FF1406_MARK LOGO: CGS
 FF1406_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0166 ***********************************************************************
 FF0166  DESIGNATION -  E 86
 FF0166  PID         -  FF0166
 FF0166  STATE/COUNTY-  AR/CRITTENDEN
 FF0166  COUNTRY     -  US
 FF0166  USGS QUAD   -  EARLE (2017)
 FF0166
 FF0166                         *CURRENT SURVEY CONTROL
 FF0166  ______________________________________________________________________
 FF0166* NAD 83(1986) POSITION- 35 15 39.     (N) 090 29 44.     (W)   SCALED
 FF0166* NAVD 88 ORTHO HEIGHT -    67.302 (meters)      220.81  (feet) POSTED
 FF0166  ______________________________________________________________________
 FF0166  GEOID HEIGHT    -        -27.315 (meters)                     GEOID18
 FF0166  DYNAMIC HEIGHT  -         67.24  (meters)      220.6   (feet) COMP
 FF0166  MODELED GRAVITY -    979,743.6   (mgal)                       NAVD 88
 FF0166
 FF0166  VERT ORDER      -  * POSTED, SEE BELOW
 FF0166
 FF0166.The horizontal coordinates were scaled from a 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
 FF0166.* This is a POSTED BENCH MARK height.
 FF0166
 FF0166.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0166.GEOID18 height accuracy estimate available here.
 FF0166
 FF0166.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV278048(NAD 83)
 FF0166
 FF0166                          SUPERSEDED SURVEY CONTROL
 FF0166
 FF0166  NGVD 29 (11/26/84)   67.296  (m)          220.79   (f) ADJUSTED    2 0
 FF0166
 FF0166.Superseded values are not recommended for survey control.
 FF0166
 FF0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0166.See file dsdata.pdf to determine how the superseded data were derived.
 FF0166
 FF0166_MARKER: DB = BENCH MARK DISK
 FF0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0166_STAMPING: E 86 1935
 FF0166_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2385 ***********************************************************************
 EH2385  DESIGNATION -  E 87
 EH2385  PID         -  EH2385
 EH2385  STATE/COUNTY-  AR/PRAIRIE
 EH2385  COUNTRY     -  US
 EH2385  USGS QUAD   -  DES ARC WEST (2017)
 EH2385
 EH2385                         *CURRENT SURVEY CONTROL
 EH2385  ______________________________________________________________________
 EH2385* NAD 83(1986) POSITION- 34 59 30.     (N) 091 31 43.     (W)   SCALED
 EH2385* NAVD 88 ORTHO HEIGHT -    60.595 (meters)      198.80  (feet) ADJUSTED
 EH2385  ______________________________________________________________________
 EH2385  GEOID HEIGHT    -        -27.211 (meters)                     GEOID18
 EH2385  DYNAMIC HEIGHT  -         60.539 (meters)      198.62  (feet) COMP
 EH2385  MODELED GRAVITY -    979,712.1   (mgal)                       NAVD 88
 EH2385
 EH2385  VERT ORDER      -  FIRST     CLASS II
 EH2385
 EH2385.The horizontal coordinates were scaled from a map and have
 EH2385.an estimated accuracy of +/- 6 seconds.
 EH2385
 EH2385.The orthometric height was determined by differential leveling and
 EH2385.adjusted by the NATIONAL GEODETIC SURVEY
 EH2385.in June 1991.
 EH2385
 EH2385.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2385.GEOID18 height accuracy estimate available here.
 EH2385
 EH2385.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU342731(NAD 83)
 EH2385
 EH2385                          SUPERSEDED SURVEY CONTROL
 EH2385
 EH2385  NGVD 29 (11/26/84)   60.586  (m)          198.77   (f) ADJUSTED    1 2
 EH2385
 EH2385.Superseded values are not recommended for survey control.
 EH2385
 EH2385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2385.See file dsdata.pdf to determine how the superseded data were derived.
 EH2385
 EH2385_MARKER: DB = BENCH MARK DISK
 EH2385_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EH2385_STAMPING: E 87 1935
 EH2385_MARK LOGO: CGS
 EH2385_PROJECTION: PROJECTING 3 CENTIMETERS
 EH2385_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EK0282 ***********************************************************************
 EK0282  DESIGNATION -  E 88
 EK0282  PID         -  EK0282
 EK0282  STATE/COUNTY-  AR/SEVIER
 EK0282  COUNTRY     -  US
 EK0282  USGS QUAD   -  GENEVA (2017)
 EK0282
 EK0282                         *CURRENT SURVEY CONTROL
 EK0282  ______________________________________________________________________
 EK0282* NAD 83(1986) POSITION- 34 04 13.     (N) 094 11 26.     (W)   SCALED
 EK0282* NAVD 88 ORTHO HEIGHT -   111.106 (meters)      364.52  (feet) ADJUSTED
 EK0282  ______________________________________________________________________
 EK0282  GEOID HEIGHT    -        -27.842 (meters)                     GEOID18
 EK0282  DYNAMIC HEIGHT  -        110.993 (meters)      364.15  (feet) COMP
 EK0282  MODELED GRAVITY -    979,618.9   (mgal)                       NAVD 88
 EK0282
 EK0282  VERT ORDER      -  SECOND    CLASS 0
 EK0282
 EK0282.The horizontal coordinates were scaled from a map and have
 EK0282.an estimated accuracy of +/- 6 seconds.
 EK0282
 EK0282.The orthometric height was determined by differential leveling and
 EK0282.adjusted by the NATIONAL GEODETIC SURVEY
 EK0282.in June 1991.
 EK0282
 EK0282.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0282.GEOID18 height accuracy estimate available here.
 EK0282
 EK0282.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT901705(NAD 83)
 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
 EK0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0282.See file dsdata.pdf to determine how the superseded data were derived.
 EK0282
 EK0282_MARKER: DB = BENCH MARK DISK
 EK0282_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EK0282_STAMPING: E 88 1934
 EK0282_MARK LOGO: CGS
 EK0282_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0282
 EK0282  HISTORY     - Date     Condition        Report By
 EK0282  HISTORY     - 1934     MONUMENTED       CGS
 EK0282  HISTORY     - 1935     MARK NOT FOUND   CGS
 EK0282
 EK0282                          STATION DESCRIPTION
 EK0282
 EK0282'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1447 ***********************************************************************
 EJ1447  DESIGNATION -  E 89
 EJ1447  PID         -  EJ1447
 EJ1447  STATE/COUNTY-  AR/PIKE
 EJ1447  COUNTRY     -  US
 EJ1447  USGS QUAD   -  NEWHOPE (2017)
 EJ1447
 EJ1447                         *CURRENT SURVEY CONTROL
 EJ1447  ______________________________________________________________________
 EJ1447* NAD 83(1986) POSITION- 34 14 47.     (N) 093 53 24.     (W)   SCALED
 EJ1447* NAVD 88 ORTHO HEIGHT -   212.046 (meters)      695.69  (feet) ADJUSTED
 EJ1447  ______________________________________________________________________
 EJ1447  GEOID HEIGHT    -        -27.900 (meters)                     GEOID18
 EJ1447  DYNAMIC HEIGHT  -        211.829 (meters)      694.98  (feet) COMP
 EJ1447  MODELED GRAVITY -    979,606.8   (mgal)                       NAVD 88
 EJ1447
 EJ1447  VERT ORDER      -  SECOND    CLASS 0
 EJ1447
 EJ1447.The horizontal coordinates were scaled from a map and have
 EJ1447.an estimated accuracy of +/- 6 seconds.
 EJ1447
 EJ1447.The orthometric height was determined by differential leveling and
 EJ1447.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1447.in June 1991.
 EJ1447
 EJ1447.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1447.GEOID18 height accuracy estimate available here.
 EJ1447
 EJ1447.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT180898(NAD 83)
 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
 EJ1447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1447.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1447
 EJ1447_MARKER: DB = BENCH MARK DISK
 EJ1447_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ1447_STAMPING: E 89 1935
 EJ1447_MARK LOGO: CGS
 EJ1447_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1447
 EJ1447  HISTORY     - Date     Condition        Report By
 EJ1447  HISTORY     - 1935     MONUMENTED       CGS
 EJ1447  HISTORY     - 1962     GOOD             CGS
 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 COAST AND GEODETIC SURVEY 1962
 EJ1447'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0965 ***********************************************************************
 FF0965  DESIGNATION -  E 9
 FF0965  PID         -  FF0965
 FF0965  STATE/COUNTY-  AR/JACKSON
 FF0965  COUNTRY     -  US
 FF0965  USGS QUAD   -  JACKSONPORT (2017)
 FF0965
 FF0965                         *CURRENT SURVEY CONTROL
 FF0965  ______________________________________________________________________
 FF0965* NAD 83(1986) POSITION- 35 38 04.     (N) 091 15 45.     (W)   SCALED
 FF0965* NAVD 88 ORTHO HEIGHT -    70.724 (meters)      232.03  (feet) ADJUSTED
 FF0965  ______________________________________________________________________
 FF0965  GEOID HEIGHT    -        -27.565 (meters)                     GEOID18
 FF0965  DYNAMIC HEIGHT  -         70.663 (meters)      231.83  (feet) COMP
 FF0965  MODELED GRAVITY -    979,771.3   (mgal)                       NAVD 88
 FF0965
 FF0965  VERT ORDER      -  FIRST     CLASS II
 FF0965
 FF0965.The horizontal coordinates were scaled from a map and have
 FF0965.an estimated accuracy of +/- 6 seconds.
 FF0965
 FF0965.The orthometric height was determined by differential leveling and
 FF0965.adjusted by the NATIONAL GEODETIC SURVEY
 FF0965.in June 1991.
 FF0965
 FF0965.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0965.GEOID18 height accuracy estimate available here.
 FF0965
 FF0965.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV573447(NAD 83)
 FF0965
 FF0965                          SUPERSEDED SURVEY CONTROL
 FF0965
 FF0965  NGVD 29 (11/26/84)   70.655  (m)          231.81   (f) ADJUSTED    1 2
 FF0965
 FF0965.Superseded values are not recommended for survey control.
 FF0965
 FF0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0965.See file dsdata.pdf to determine how the superseded data were derived.
 FF0965
 FF0965_MARKER: DB = BENCH MARK DISK
 FF0965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0965_STAMPING: 231.807 E 9 1931
 FF0965_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 DK1450 ***********************************************************************
 DK1450  DESIGNATION -  E 90
 DK1450  PID         -  DK1450
 DK1450  STATE/COUNTY-  AR/LINCOLN
 DK1450  COUNTRY     -  US
 DK1450  USGS QUAD   -  STAR CITY (2017)
 DK1450
 DK1450                         *CURRENT SURVEY CONTROL
 DK1450  ______________________________________________________________________
 DK1450* NAD 83(1986) POSITION- 33 57 19.     (N) 091 49 15.     (W)   SCALED
 DK1450* NAVD 88 ORTHO HEIGHT -    65.860 (meters)      216.08  (feet) ADJUSTED
 DK1450  ______________________________________________________________________
 DK1450  GEOID HEIGHT    -        -25.844 (meters)                     GEOID18
 DK1450  DYNAMIC HEIGHT  -         65.794 (meters)      215.86  (feet) COMP
 DK1450  MODELED GRAVITY -    979,635.2   (mgal)                       NAVD 88
 DK1450
 DK1450  VERT ORDER      -  SECOND    CLASS 0
 DK1450
 DK1450.The horizontal coordinates were scaled from a map and have
 DK1450.an estimated accuracy of +/- 6 seconds.
 DK1450
 DK1450.The orthometric height was determined by differential leveling and
 DK1450.adjusted by the NATIONAL GEODETIC SURVEY
 DK1450.in June 1991.
 DK1450
 DK1450.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1450.GEOID18 height accuracy estimate available here.
 DK1450
 DK1450.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT089578(NAD 83)
 DK1450
 DK1450                          SUPERSEDED SURVEY CONTROL
 DK1450
 DK1450  NGVD 29 (11/26/84)   65.949  (m)          216.37   (f) ADJUSTED    2 0
 DK1450
 DK1450.Superseded values are not recommended for survey control.
 DK1450
 DK1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1450.See file dsdata.pdf to determine how the superseded data were derived.
 DK1450
 DK1450_MARKER: DB = BENCH MARK DISK
 DK1450_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DK1450_STAMPING: E 90 1935
 DK1450_MARK LOGO: CGS
 DK1450_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 DL0035 ***********************************************************************
 DL0035  DESIGNATION -  E 91
 DL0035  PID         -  DL0035
 DL0035  STATE/COUNTY-  AR/CALHOUN
 DL0035  COUNTRY     -  US
 DL0035  USGS QUAD   -  BANKS (2017)
 DL0035
 DL0035                         *CURRENT SURVEY CONTROL
 DL0035  ______________________________________________________________________
 DL0035* NAD 83(1986) POSITION- 33 32 52.     (N) 092 22 02.     (W)   SCALED
 DL0035* NAVD 88 ORTHO HEIGHT -    56.737 (meters)      186.14  (feet) ADJUSTED
 DL0035  ______________________________________________________________________
 DL0035  GEOID HEIGHT    -        -26.072 (meters)                     GEOID18
 DL0035  DYNAMIC HEIGHT  -         56.678 (meters)      185.95  (feet) COMP
 DL0035  MODELED GRAVITY -    979,599.8   (mgal)                       NAVD 88
 DL0035
 DL0035  VERT ORDER      -  SECOND    CLASS 0
 DL0035
 DL0035.The horizontal coordinates were scaled from a map and have
 DL0035.an estimated accuracy of +/- 6 seconds.
 DL0035
 DL0035.The orthometric height was determined by differential leveling and
 DL0035.adjusted by the NATIONAL GEODETIC SURVEY
 DL0035.in June 1991.
 DL0035
 DL0035.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0035.GEOID18 height accuracy estimate available here.
 DL0035
 DL0035.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT587121(NAD 83)
 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
 DL0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0035.See file dsdata.pdf to determine how the superseded data were derived.
 DL0035
 DL0035_MARKER: DB = BENCH MARK DISK
 DL0035_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DL0035_STAMPING: E 91 1935
 DL0035_MARK LOGO: CGS
 DL0035_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0035
 DL0035  HISTORY     - Date     Condition        Report By
 DL0035  HISTORY     - 1935     MONUMENTED       CGS
 DL0035  HISTORY     - 1964     GOOD             CGS
 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 COAST AND GEODETIC SURVEY 1964
 DL0035'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0162 ***********************************************************************
 DL0162  DESIGNATION -  E 92
 DL0162  PID         -  DL0162
 DL0162  STATE/COUNTY-  AR/BRADLEY
 DL0162  COUNTRY     -  US
 DL0162  USGS QUAD   -  MARSDEN (2017)
 DL0162
 DL0162                         *CURRENT SURVEY CONTROL
 DL0162  ______________________________________________________________________
 DL0162* NAD 83(1986) POSITION- 33 21 35.     (N) 092 07 55.     (W)   SCALED
 DL0162* NAVD 88 ORTHO HEIGHT -    43.930 (meters)      144.13  (feet) ADJUSTED
 DL0162  ______________________________________________________________________
 DL0162  GEOID HEIGHT    -        -25.984 (meters)                     GEOID18
 DL0162  DYNAMIC HEIGHT  -         43.883 (meters)      143.97  (feet) COMP
 DL0162  MODELED GRAVITY -    979,585.6   (mgal)                       NAVD 88
 DL0162
 DL0162  VERT ORDER      -  SECOND    CLASS 0
 DL0162
 DL0162.The horizontal coordinates were scaled from a map and have
 DL0162.an estimated accuracy of +/- 6 seconds.
 DL0162
 DL0162.The orthometric height was determined by differential leveling and
 DL0162.adjusted by the NATIONAL GEODETIC SURVEY
 DL0162.in June 1991.
 DL0162
 DL0162.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0162.GEOID18 height accuracy estimate available here.
 DL0162
 DL0162.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS807915(NAD 83)
 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
 DL0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0162.See file dsdata.pdf to determine how the superseded data were derived.
 DL0162
 DL0162_MARKER: DB = BENCH MARK DISK
 DL0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0162_STAMPING: E 92 1935
 DL0162_MARK LOGO: CGS
 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   CGS
 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 COAST AND GEODETIC SURVEY 1964
 DL0162'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1397 ***********************************************************************
 FG1397  DESIGNATION -  E 93
 FG1397  PID         -  FG1397
 FG1397  STATE/COUNTY-  AR/FRANKLIN
 FG1397  COUNTRY     -  US
 FG1397  USGS QUAD   -  SAINT PAUL (2017)
 FG1397
 FG1397                         *CURRENT SURVEY CONTROL
 FG1397  ______________________________________________________________________
 FG1397* NAD 83(1986) POSITION- 35 45 08.     (N) 093 48 18.     (W)   SCALED
 FG1397* NAVD 88 ORTHO HEIGHT -   579.611 (meters)     1901.61  (feet) ADJUSTED
 FG1397  ______________________________________________________________________
 FG1397  GEOID HEIGHT    -        -28.211 (meters)                     GEOID18
 FG1397  DYNAMIC HEIGHT  -        579.054 (meters)     1899.78  (feet) COMP
 FG1397  MODELED GRAVITY -    979,652.2   (mgal)                       NAVD 88
 FG1397
 FG1397  VERT ORDER      -  SECOND    CLASS 0
 FG1397
 FG1397.The horizontal coordinates were scaled from a map and have
 FG1397.an estimated accuracy of +/- 6 seconds.
 FG1397
 FG1397.The orthometric height was determined by differential leveling and
 FG1397.adjusted by the NATIONAL GEODETIC SURVEY
 FG1397.in June 1991.
 FG1397
 FG1397.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1397.GEOID18 height accuracy estimate available here.
 FG1397
 FG1397.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV272567(NAD 83)
 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
 FG1397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1397.See file dsdata.pdf to determine how the superseded data were derived.
 FG1397
 FG1397_MARKER: DB = BENCH MARK DISK
 FG1397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1397_STAMPING: E 93 1935
 FG1397_MARK LOGO: CGS
 FG1397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1397+STABILITY: SURFACE MOTION
 FG1397_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FG1397+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2014
 FG1397
 FG1397  HISTORY     - Date     Condition        Report By
 FG1397  HISTORY     - 1935     MONUMENTED       CGS
 FG1397  HISTORY     - 1959     GOOD             CGS
 FG1397  HISTORY     - 20050117 GOOD             GEOCAC
 FG1397  HISTORY     - 20140619 GOOD             ARHD
 FG1397
 FG1397                          STATION DESCRIPTION
 FG1397
 FG1397'DESCRIBED BY COAST AND 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.
 FG1397
 FG1397                          STATION RECOVERY (2014)
 FG1397
 FG1397'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (WDA)
 FG1397'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1406 ***********************************************************************
 FG1406  DESIGNATION -  E 94
 FG1406  PID         -  FG1406
 FG1406  STATE/COUNTY-  AR/JOHNSON
 FG1406  COUNTRY     -  US
 FG1406  USGS QUAD   -  HUNT (2017)
 FG1406
 FG1406                         *CURRENT SURVEY CONTROL
 FG1406  ______________________________________________________________________
 FG1406* NAD 83(1986) POSITION- 35 31 11.     (N) 093 40 19.     (W)   SCALED
 FG1406* NAVD 88 ORTHO HEIGHT -   164.452 (meters)      539.54  (feet) ADJUSTED
 FG1406  ______________________________________________________________________
 FG1406  GEOID HEIGHT    -        -29.038 (meters)                     GEOID18
 FG1406  DYNAMIC HEIGHT  -        164.299 (meters)      539.04  (feet) COMP
 FG1406  MODELED GRAVITY -    979,701.0   (mgal)                       NAVD 88
 FG1406
 FG1406  VERT ORDER      -  SECOND    CLASS 0
 FG1406
 FG1406.The horizontal coordinates were scaled from a map and have
 FG1406.an estimated accuracy of +/- 6 seconds.
 FG1406
 FG1406.The orthometric height was determined by differential leveling and
 FG1406.adjusted by the NATIONAL GEODETIC SURVEY
 FG1406.in June 1991.
 FG1406
 FG1406.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1406.GEOID18 height accuracy estimate available here.
 FG1406
 FG1406.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV390308(NAD 83)
 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
 FG1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1406.See file dsdata.pdf to determine how the superseded data were derived.
 FG1406
 FG1406_MARKER: DB = BENCH MARK DISK
 FG1406_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG1406_STAMPING: E 94 1935
 FG1406_MARK LOGO: CGS
 FG1406_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG1406
 FG1406  HISTORY     - Date     Condition        Report By
 FG1406  HISTORY     - 1935     MONUMENTED       CGS
 FG1406  HISTORY     - 1959     MARK NOT FOUND   CGS
 FG1406
 FG1406                          STATION DESCRIPTION
 FG1406
 FG1406'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG1485 ***********************************************************************
 FG1485  DESIGNATION -  E 95
 FG1485  PID         -  FG1485
 FG1485  STATE/COUNTY-  AR/JOHNSON
 FG1485  COUNTRY     -  US
 FG1485  USGS QUAD   -  OARK (2017)
 FG1485
 FG1485                         *CURRENT SURVEY CONTROL
 FG1485  ______________________________________________________________________
 FG1485* NAD 83(1986) POSITION- 35 39 24.     (N) 093 37 05.     (W)   SCALED
 FG1485* NAVD 88 ORTHO HEIGHT -   491.320 (meters)     1611.94  (feet) ADJUSTED
 FG1485  ______________________________________________________________________
 FG1485  GEOID HEIGHT    -        -28.454 (meters)                     GEOID18
 FG1485  DYNAMIC HEIGHT  -        490.854 (meters)     1610.41  (feet) COMP
 FG1485  MODELED GRAVITY -    979,668.2   (mgal)                       NAVD 88
 FG1485
 FG1485  VERT ORDER      -  SECOND    CLASS 0
 FG1485
 FG1485.The horizontal coordinates were scaled from a map and have
 FG1485.an estimated accuracy of +/- 6 seconds.
 FG1485
 FG1485.The orthometric height was determined by differential leveling and
 FG1485.adjusted by the NATIONAL GEODETIC SURVEY
 FG1485.in June 1991.
 FG1485
 FG1485.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1485.GEOID18 height accuracy estimate available here.
 FG1485
 FG1485.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV440460(NAD 83)
 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
 FG1485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1485.See file dsdata.pdf to determine how the superseded data were derived.
 FG1485
 FG1485_MARKER: DB = BENCH MARK DISK
 FG1485_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG1485_STAMPING: E 95 1935
 FG1485_MARK LOGO: CGS
 FG1485_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0372 ***********************************************************************
 EJ0372  DESIGNATION -  E 96
 EJ0372  PID         -  EJ0372
 EJ0372  STATE/COUNTY-  AR/SALINE
 EJ0372  COUNTRY     -  US
 EJ0372  USGS QUAD   -  BRYANT (2017)
 EJ0372
 EJ0372                         *CURRENT SURVEY CONTROL
 EJ0372  ______________________________________________________________________
 EJ0372* NAD 83(1986) POSITION- 34 33 04.     (N) 092 27 29.     (W)   SCALED
 EJ0372* NAVD 88 ORTHO HEIGHT -    97.152 (meters)      318.74  (feet) ADJUSTED
 EJ0372  ______________________________________________________________________
 EJ0372  GEOID HEIGHT    -        -26.329 (meters)                     GEOID18
 EJ0372  DYNAMIC HEIGHT  -         97.059 (meters)      318.43  (feet) COMP
 EJ0372  MODELED GRAVITY -    979,681.5   (mgal)                       NAVD 88
 EJ0372
 EJ0372  VERT ORDER      -  SECOND    CLASS 0
 EJ0372
 EJ0372.The horizontal coordinates were scaled from a map and have
 EJ0372.an estimated accuracy of +/- 6 seconds.
 EJ0372
 EJ0372.The orthometric height was determined by differential leveling and
 EJ0372.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0372.in June 1991.
 EJ0372
 EJ0372.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0372.GEOID18 height accuracy estimate available here.
 EJ0372
 EJ0372.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU497233(NAD 83)
 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
 EJ0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0372.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0372
 EJ0372_MARKER: DB = BENCH MARK DISK
 EJ0372_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0372_STAMPING: E 96 1935
 EJ0372_MARK LOGO: CGS
 EJ0372_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0372
 EJ0372  HISTORY     - Date     Condition        Report By
 EJ0372  HISTORY     - 1935     MONUMENTED       CGS
 EJ0372  HISTORY     - 1941     GOOD             CGS
 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0523 ***********************************************************************
 EJ0523  DESIGNATION -  E 97
 EJ0523  PID         -  EJ0523
 EJ0523  STATE/COUNTY-  AR/PULASKI
 EJ0523  COUNTRY     -  US
 EJ0523  USGS QUAD   -  REDFIELD (2017)
 EJ0523
 EJ0523                         *CURRENT SURVEY CONTROL
 EJ0523  ______________________________________________________________________
 EJ0523* NAD 83(1986) POSITION- 34 29 57.2    (N) 092 12 09.7    (W)   HD_HELD2
 EJ0523* NAVD 88 ORTHO HEIGHT -    76.907 (meters)      252.32  (feet) ADJUSTED
 EJ0523  ______________________________________________________________________
 EJ0523  GEOID HEIGHT    -        -26.198 (meters)                     GEOID18
 EJ0523  DYNAMIC HEIGHT  -         76.834 (meters)      252.08  (feet) COMP
 EJ0523  MODELED GRAVITY -    979,692.2   (mgal)                       NAVD 88
 EJ0523
 EJ0523  VERT ORDER      -  FIRST     CLASS II
 EJ0523
 EJ0523.The horizontal coordinates were established by autonomous hand held GPS
 EJ0523.observations and have an estimated accuracy of +/- 10 meters.
 EJ0523
 EJ0523.The orthometric height was determined by differential leveling and
 EJ0523.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0523.in June 1991.
 EJ0523
 EJ0523.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0523.GEOID18 height accuracy estimate available here.
 EJ0523
 EJ0523.Click photographs - Photos may exist for this station.
 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     -   603,274.      381,385.      MT  (+/- 10 meters HH2 GPS)
 EJ0523
 EJ0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7319617799(NAD 83)
 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
 EJ0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0523.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0523
 EJ0523_MARKER: DB = BENCH MARK DISK
 EJ0523_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0523_STAMPING: E 97 1935
 EJ0523_MARK LOGO: CGS
 EJ0523_PROJECTION: PROJECTING 12 CENTIMETERS
 EJ0523_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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'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.  THE MARK IS 0.3 METERS N FROM A WITNESS POST AND IS 0.6 M
 EJ0523'BELOW THE 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0904 ***********************************************************************
 EJ0904  DESIGNATION -  E 99
 EJ0904  PID         -  EJ0904
 EJ0904  STATE/COUNTY-  AR/SALINE
 EJ0904  COUNTRY     -  US
 EJ0904  USGS QUAD   -  CONGO (2017)
 EJ0904
 EJ0904                         *CURRENT SURVEY CONTROL
 EJ0904  ______________________________________________________________________
 EJ0904* NAD 83(1986) POSITION- 34 40 06.     (N) 092 31 38.     (W)   SCALED
 EJ0904* NAVD 88 ORTHO HEIGHT -   160.869 (meters)      527.78  (feet) ADJUSTED
 EJ0904  ______________________________________________________________________
 EJ0904  GEOID HEIGHT    -        -26.597 (meters)                     GEOID18
 EJ0904  DYNAMIC HEIGHT  -        160.717 (meters)      527.29  (feet) COMP
 EJ0904  MODELED GRAVITY -    979,687.0   (mgal)                       NAVD 88
 EJ0904
 EJ0904  VERT ORDER      -  SECOND    CLASS 0
 EJ0904
 EJ0904.The horizontal coordinates were scaled from a map and have
 EJ0904.an estimated accuracy of +/- 6 seconds.
 EJ0904
 EJ0904.The orthometric height was determined by differential leveling and
 EJ0904.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0904.in June 1991.
 EJ0904
 EJ0904.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0904.GEOID18 height accuracy estimate available here.
 EJ0904
 EJ0904.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU433363(NAD 83)
 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
 EJ0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0904.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0904
 EJ0904_MARKER: DB = BENCH MARK DISK
 EJ0904_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0904_STAMPING: E 99 1935
 EJ0904_MARK LOGO: CGS
 EJ0904_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 DR9519 ***********************************************************************
 DR9519  DESIGNATION -  E BENSON
 DR9519  PID         -  DR9519
 DR9519  STATE/COUNTY-  AR/FAULKNER
 DR9519  COUNTRY     -  US
 DR9519  USGS QUAD   -  CONWAY (2017)
 DR9519
 DR9519                         *CURRENT SURVEY CONTROL
 DR9519  ______________________________________________________________________
 DR9519* NAD 83(2011) POSITION- 35 05 04.60892(N) 092 24 50.50389(W)   ADJUSTED
 DR9519* NAD 83(2011) ELLIP HT-    67.078 (meters)        (03/27/24)   ADJUSTED
 DR9519* NAD 83(2011) EPOCH   -  2010.00
 DR9519* NAVD 88 ORTHO HEIGHT -    94.994 (meters)      311.66  (feet) ADJUSTED
 DR9519  ______________________________________________________________________
 DR9519  GEOID HEIGHT    -        -27.901 (meters)                     GEOID18
 DR9519  NAD 83(2011) X  -   -220,082.369 (meters)                     COMP
 DR9519  NAD 83(2011) Y  - -5,220,454.785 (meters)                     COMP
 DR9519  NAD 83(2011) Z  -  3,645,590.986 (meters)                     COMP
 DR9519  LAPLACE CORR    -          2.54  (seconds)                    DEFLEC18
 DR9519  DYNAMIC HEIGHT  -         94.904 (meters)      311.36  (feet) COMP
 DR9519  MODELED GRAVITY -    979,695.5   (mgal)                       NAVD 88
 DR9519
 DR9519  VERT ORDER      -  FIRST     CLASS II
 DR9519
 DR9519  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR9519  Standards:
 DR9519         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR9519            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR9519  -------------------------------------------------------------------
 DR9519  NETWORK    0.50   0.90           0.20   0.21   0.46      0.02345683
 DR9519  -------------------------------------------------------------------
 DR9519  Click here for local accuracies and other accuracy information.
 DR9519
 DR9519.The horizontal coordinates were established by GPS observations
 DR9519.and adjusted by the ARKANSAS DEPT OF TRANS in March 2024.
 DR9519
 DR9519.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR9519.been affixed to the stable North American tectonic plate. See 
 DR9519.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR9519
 DR9519.The horizontal coordinates are valid at the epoch date displayed above
 DR9519.which is a decimal equivalence of Year/Month/Day.
 DR9519
 DR9519.The orthometric height was determined by differential leveling and
 DR9519.adjusted by the NATIONAL GEODETIC SURVEY
 DR9519.in January 2024.
 DR9519
 DR9519.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9519.GEOID18 height accuracy estimate available here.
 DR9519
 DR9519.Click photographs - Photos may exist for this station.
 DR9519
 DR9519.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR9519
 DR9519.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR9519
 DR9519.The ellipsoidal height was determined by GPS observations
 DR9519.and is referenced to NAD 83.
 DR9519
 DR9519.The dynamic height is computed by dividing the NAVD 88
 DR9519.geopotential number by the normal gravity value computed on the
 DR9519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9519.degrees latitude (g = 980.6199 gals.).
 DR9519
 DR9519.The modeled gravity was interpolated from observed gravity values.
 DR9519
 DR9519. The following values were computed from the NAD 83(2011) position.
 DR9519
 DR9519;                    North         East     Units Scale Factor Converg.
 DR9519;SPC AR N     -    83,427.746   362,244.116   MT  0.99997370   -0 14 27.3
 DR9519;SPC AR N     -   273,712.53  1,188,462.57   sFT  0.99997370   -0 14 27.3
 DR9519;UTM  15      - 3,882,583.459   553,416.053   MT  0.99963516   +0 20 12.5
 DR9519
 DR9519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR9519!SPC AR N     -   0.99998947  x   0.99997370  =   0.99996317
 DR9519!UTM  15      -   0.99998947  x   0.99963516  =   0.99962464
 DR9519
 DR9519_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5341682583(NAD 83)
 DR9519
 DR9519                          SUPERSEDED SURVEY CONTROL
 DR9519
 DR9519.No superseded survey control is available for this station.
 DR9519
 DR9519_MARKER: DH = HORIZONTAL CONTROL DISK
 DR9519_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR9519_SP_SET: DROP INLET
 DR9519_STAMPING: E BENSON 2023
 DR9519_MARK LOGO: NGS
 DR9519_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR9519_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR9519_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9519+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2023
 DR9519
 DR9519  HISTORY     - Date     Condition        Report By
 DR9519  HISTORY     - 20230928 MONUMENTED       ARHD
 DR9519
 DR9519                          STATION DESCRIPTION
 DR9519
 DR9519'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2023 (JDH)
 DR9519'THE MARK IS LOCATED ABOUT 6.2 MI (10.0 KM) WEST OF HAMLET, 6.0 MI (9.7
 DR9519'KM) EAST-SOUTHEAST OF GLEASON AND 1.6 MI (2.6 KM) EAST OF CONWAY.
 DR9519'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR9519'
 DR9519'TO REACH FROM THE INTERSECTION OF US I-40 AND US HIGHWAY 64, HEAD EAST
 DR9519'ALONG HIGHWAY 64 FOR 0.55 MI (0.88 KM) TO CITY STREET ELSINGER
 DR9519'BOULEVARD. TURN RIGHT AND GO SOUTH ALONG ELSINGER BOULEVARD FOR 0.50
 DR9519'MI (0.80 KM) TO THE STATION ON THE LEFT, A BRASS CAP SET IN A DROP
 DR9519'INLET IN THE ROUND ABOUT.
 DR9519'
 DR9519'IT IS 57 FT (17.4 M) WEST OF A LIGHT POLE AND 18 FT (5.5 M) WEST OF
 DR9519'THE ASPHALT EDGE OF A ROUND ABOUT.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EK0859 ***********************************************************************
 EK0859  DESIGNATION -  EAGLE
 EK0859  PID         -  EK0859
 EK0859  STATE/COUNTY-  AR/POLK
 EK0859  COUNTRY     -  US
 EK0859  USGS QUAD   -  EAGLE MOUNTAIN (2017)
 EK0859
 EK0859                         *CURRENT SURVEY CONTROL
 EK0859  ______________________________________________________________________
 EK0859* NAD 83(1997) POSITION- 34 27 21.48000(N) 094 08 55.58549(W)   ADJUSTED
 EK0859* NAVD 88 ORTHO HEIGHT -   602.    (meters)     1975.    (feet) SCALED
 EK0859  ______________________________________________________________________
 EK0859  GEOID HEIGHT    -        -29.198 (meters)                     GEOID18
 EK0859  LAPLACE CORR    -          4.06  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0859.GEOID18 height accuracy estimate available here.
 EK0859
 EK0859.Click photographs - Photos may exist for this station.
 EK0859
 EK0859.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0859
 EK0859. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 EK0859:SPC AR S     -  HOPE RESET                               181 54 05.8
 EK0859:UTM  15      -  HOPE RESET                               181 20 56.3
 EK0859
 EK0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU9448013313(NAD 83)
 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(1993)-  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
 EK0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0859.See file dsdata.pdf to determine how the superseded data were derived.
 EK0859
 EK0859_MARKER: DS = TRIANGULATION STATION DISK
 EK0859_SETTING: 66 = SET IN ROCK OUTCROP
 EK0859_STAMPING: EAGLE 1930
 EK0859_MARK LOGO: CGS
 EK0859_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EK0859+STABILITY: POSITION/ELEVATION WELL
 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 = MARCH 20, 2026 22:17:28 EDT
 EK0864 ***********************************************************************
 EK0864  DESIGNATION -  EAGLEVIEW
 EK0864  PID         -  EK0864
 EK0864  STATE/COUNTY-  AR/POLK
 EK0864  COUNTRY     -  US
 EK0864  USGS QUAD   -  EAGLE MOUNTAIN (2017)
 EK0864
 EK0864                         *CURRENT SURVEY CONTROL
 EK0864  ______________________________________________________________________
 EK0864* NAD 83(1997) POSITION- 34 27 15.57617(N) 094 08 33.79108(W)   ADJUSTED
 EK0864* NAVD 88 ORTHO HEIGHT -   677.0   (meters)     2221.    (feet) VERTCON3
 EK0864  ______________________________________________________________________
 EK0864  GEOID HEIGHT    -        -29.171 (meters)                     GEOID18
 EK0864  LAPLACE CORR    -          3.80  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0864.GEOID18 height accuracy estimate available here.
 EK0864
 EK0864.Click photographs - Photos may exist for this station.
 EK0864
 EK0864.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0864
 EK0864. The following values were computed from the NAD 83(1997) position.
 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  =   0.99984358
 EK0864!UTM  15      -   0.99989832  x   0.99973580  =   0.99963415
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU9503413124(NAD 83)
 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(1993)-  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
 EK0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0864.See file dsdata.pdf to determine how the superseded data were derived.
 EK0864
 EK0864_MARKER: DS = TRIANGULATION STATION DISK
 EK0864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0864_STAMPING: EAGLEVIEW 1952
 EK0864_MARK LOGO: CGS
 EK0864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0864+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0167 ***********************************************************************
 FF0167  DESIGNATION -  EARLE
 FF0167  PID         -  FF0167
 FF0167  STATE/COUNTY-  AR/CRITTENDEN
 FF0167  COUNTRY     -  US
 FF0167  USGS QUAD   -  EARLE (2017)
 FF0167
 FF0167                         *CURRENT SURVEY CONTROL
 FF0167  ______________________________________________________________________
 FF0167* NAD 83(1986) POSITION- 35 16 09.     (N) 090 28 02.     (W)   SCALED
 FF0167* NAVD 88 ORTHO HEIGHT -    66.244 (meters)      217.34  (feet) POSTED
 FF0167  ______________________________________________________________________
 FF0167  GEOID HEIGHT    -        -27.332 (meters)                     GEOID18
 FF0167  DYNAMIC HEIGHT  -         66.18  (meters)      217.1   (feet) COMP
 FF0167  MODELED GRAVITY -    979,743.7   (mgal)                       NAVD 88
 FF0167
 FF0167  VERT ORDER      -  * POSTED, SEE BELOW
 FF0167
 FF0167.The horizontal coordinates were scaled from a 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
 FF0167.* This is a POSTED BENCH MARK height.
 FF0167
 FF0167.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0167.GEOID18 height accuracy estimate available here.
 FF0167
 FF0167.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV303058(NAD 83)
 FF0167
 FF0167                          SUPERSEDED SURVEY CONTROL
 FF0167
 FF0167  NGVD 29 (11/26/84)   66.239  (m)          217.32   (f) ADJUSTED    2 0
 FF0167
 FF0167.Superseded values are not recommended for survey control.
 FF0167
 FF0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0167.See file dsdata.pdf to determine how the superseded data were derived.
 FF0167
 FF0167_MARKER: DB = BENCH MARK DISK
 FF0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0167_STAMPING: EARLE 1934
 FF0167_MARK LOGO: CGS
 FF0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0167+STABILITY: SURFACE MOTION
 FF0167_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0167+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2008
 FF0167
 FF0167  HISTORY     - Date     Condition        Report By
 FF0167  HISTORY     - 1934     MONUMENTED       CGS
 FF0167  HISTORY     - 1935     GOOD             CGS
 FF0167  HISTORY     - 20080825 GOOD             GEOCAC
 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.
 FF0167
 FF0167                          STATION RECOVERY (2008)
 FF0167
 FF0167'RECOVERY NOTE BY GEOCACHING 2008 (MFM)
 FF0167'RECOVERED IN GOOD CONDITION. STATION IS LOCATED IN PARK. REFERENCE TO
 FF0167'RAILROAD DEPOT STILL VALID, FENCE IS GONE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF2058 ***********************************************************************
 FF2058  DESIGNATION -  EARLE FED COMPRESS WHSE N TANK
 FF2058  PID         -  FF2058
 FF2058  STATE/COUNTY-  AR/CRITTENDEN
 FF2058  COUNTRY     -  US
 FF2058  USGS QUAD   -  EARLE (2017)
 FF2058
 FF2058                         *CURRENT SURVEY CONTROL
 FF2058  ______________________________________________________________________
 FF2058* NAD 83(1997) POSITION- 35 16 14.08577(N) 090 27 18.07496(W)   ADJUSTED
 FF2058  ______________________________________________________________________
 FF2058  GEOID HEIGHT    -        -27.337 (meters)                     GEOID18
 FF2058  LAPLACE CORR    -         -0.33  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF2058.GEOID18 height accuracy estimate available here.
 FF2058
 FF2058.Click photographs - Photos may exist for this station.
 FF2058
 FF2058.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF2058
 FF2058. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV3149206019(NAD 83)
 FF2058
 FF2058                          SUPERSEDED SURVEY CONTROL
 FF2058
 FF2058  NAD 83(1995)-  35 16 14.08804(N)    090 27 18.07371(W) AD(       ) 3
 FF2058  NAD 83(1993)-  35 16 14.09371(N)    090 27 18.07373(W) AD(       ) 3
 FF2058  NAD 83(1986)-  35 16 14.09605(N)    090 27 18.07480(W) AD(       ) 3
 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
 FF2058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2058.See file dsdata.pdf to determine how the superseded data were derived.
 FF2058
 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 = MARCH 20, 2026 22:17:28 EDT
 FF2059 ***********************************************************************
 FF2059  DESIGNATION -  EARLE FED COMPRESS WHSE S TANK
 FF2059  PID         -  FF2059
 FF2059  STATE/COUNTY-  AR/CRITTENDEN
 FF2059  COUNTRY     -  US
 FF2059  USGS QUAD   -  EARLE (2017)
 FF2059
 FF2059                         *CURRENT SURVEY CONTROL
 FF2059  ______________________________________________________________________
 FF2059* NAD 83(1997) POSITION- 35 16 06.64155(N) 090 27 19.39580(W)   ADJUSTED
 FF2059  ______________________________________________________________________
 FF2059  GEOID HEIGHT    -        -27.334 (meters)                     GEOID18
 FF2059  LAPLACE CORR    -         -0.33  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF2059.GEOID18 height accuracy estimate available here.
 FF2059
 FF2059.Click photographs - Photos may exist for this station.
 FF2059
 FF2059.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF2059
 FF2059. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV3146405789(NAD 83)
 FF2059
 FF2059                          SUPERSEDED SURVEY CONTROL
 FF2059
 FF2059  NAD 83(1995)-  35 16 06.64385(N)    090 27 19.39455(W) AD(       ) 3
 FF2059  NAD 83(1993)-  35 16 06.64956(N)    090 27 19.39457(W) AD(       ) 3
 FF2059  NAD 83(1986)-  35 16 06.65185(N)    090 27 19.39565(W) AD(       ) 3
 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
 FF2059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2059.See file dsdata.pdf to determine how the superseded data were derived.
 FF2059
 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 = MARCH 20, 2026 22:17:28 EDT
 FF2057 ***********************************************************************
 FF2057  DESIGNATION -  EARLE MUNICIPAL TANK
 FF2057  PID         -  FF2057
 FF2057  STATE/COUNTY-  AR/CRITTENDEN
 FF2057  COUNTRY     -  US
 FF2057  USGS QUAD   -  EARLE (2017)
 FF2057
 FF2057                         *CURRENT SURVEY CONTROL
 FF2057  ______________________________________________________________________
 FF2057* NAD 83(1997) POSITION- 35 16 14.64328(N) 090 27 54.22222(W)   ADJUSTED
 FF2057  ______________________________________________________________________
 FF2057  GEOID HEIGHT    -        -27.335 (meters)                     GEOID18
 FF2057  LAPLACE CORR    -         -0.32  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF2057.GEOID18 height accuracy estimate available here.
 FF2057
 FF2057.Click photographs - Photos may exist for this station.
 FF2057
 FF2057.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF2057
 FF2057. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV3057806013(NAD 83)
 FF2057
 FF2057                          SUPERSEDED SURVEY CONTROL
 FF2057
 FF2057  NAD 83(1995)-  35 16 14.64566(N)    090 27 54.22107(W) AD(       ) 3
 FF2057  NAD 83(1993)-  35 16 14.65110(N)    090 27 54.22161(W) AD(       ) 3
 FF2057  NAD 83(1986)-  35 16 14.65346(N)    090 27 54.22227(W) AD(       ) 3
 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
 FF2057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2057.See file dsdata.pdf to determine how the superseded data were derived.
 FF2057
 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 = MARCH 20, 2026 22:17:28 EDT
 FF2135 ***********************************************************************
 FF2135  DESIGNATION -  EARLE RESET
 FF2135  PID         -  FF2135
 FF2135  STATE/COUNTY-  AR/CRITTENDEN
 FF2135  COUNTRY     -  US
 FF2135  USGS QUAD   -  EARLE (2017)
 FF2135
 FF2135                         *CURRENT SURVEY CONTROL
 FF2135  ______________________________________________________________________
 FF2135* NAD 83(1997) POSITION- 35 18 16.32101(N) 090 27 32.70493(W)   ADJUSTED
 FF2135* NAVD 88 ORTHO HEIGHT -    61.    (meters)      200.    (feet) SCALED
 FF2135  ______________________________________________________________________
 FF2135  GEOID HEIGHT    -        -27.387 (meters)                     GEOID18
 FF2135  LAPLACE CORR    -         -0.37  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF2135.GEOID18 height accuracy estimate available here.
 FF2135
 FF2135.Click photographs - Photos may exist for this station.
 FF2135
 FF2135.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF2135
 FF2135. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999472  x   0.99994778  =   0.99994250
 FF2135!UTM  15      -   0.99999472  x   1.00025780  =   1.00025252
 FF2135
 FF2135:                Primary Azimuth Mark                     Grid Az
 FF2135:SPC AR N     -  BARHAM                                   175 26 54.9
 FF2135:UTM  15      -  BARHAM                                   174 52 34.1
 FF2135
 FF2135_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV3102509777(NAD 83)
 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(1995)-  35 18 16.32359(N)    090 27 32.70391(W) AD(       ) 2
 FF2135  NAD 83(1993)-  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
 FF2135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2135.See file dsdata.pdf to determine how the superseded data were derived.
 FF2135
 FF2135_MARKER: DH = HORIZONTAL CONTROL DISK
 FF2135_SETTING: 7 = SET IN TOP OF 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 = MARCH 20, 2026 22:17:28 EDT
 AE2996 ***********************************************************************
 AE2996  CBN         -  This is a Cooperative Base Network Control Station.
 AE2996  DESIGNATION -  EARNHART HALE
 AE2996  PID         -  AE2996
 AE2996  STATE/COUNTY-  AR/FAULKNER
 AE2996  COUNTRY     -  US
 AE2996  USGS QUAD   -  GREENBRIER (2017)
 AE2996
 AE2996                         *CURRENT SURVEY CONTROL
 AE2996  ______________________________________________________________________
 AE2996* NAD 83(2011) POSITION- 35 13 22.87509(N) 092 23 10.84566(W)   ADJUSTED
 AE2996* NAD 83(2011) ELLIP HT-    79.184 (meters)        (06/27/12)   ADJUSTED
 AE2996* NAD 83(2011) EPOCH   -  2010.00
 AE2996* NAVD 88 ORTHO HEIGHT -   107.2   (meters)      352.    (feet) GPS OBS
 AE2996  ______________________________________________________________________
 AE2996  NAVD 88 orthometric height was determined with geoid model    GEOID09
 AE2996  GEOID HEIGHT    -        -27.962 (meters)                     GEOID09
 AE2996  GEOID HEIGHT    -        -28.028 (meters)                     GEOID18
 AE2996  NAD 83(2011) X  -   -217,192.327 (meters)                     COMP
 AE2996  NAD 83(2011) Y  - -5,211,736.751 (meters)                     COMP
 AE2996  NAD 83(2011) Z  -  3,658,152.792 (meters)                     COMP
 AE2996  LAPLACE CORR    -          2.51  (seconds)                    DEFLEC18
 AE2996
 AE2996  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AE2996  Standards:
 AE2996         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AE2996            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AE2996  -------------------------------------------------------------------
 AE2996  NETWORK    0.62   1.55           0.28   0.22   0.79      0.08821999
 AE2996  -------------------------------------------------------------------
 AE2996  Click here for local accuracies and other accuracy information.
 AE2996
 AE2996.The horizontal coordinates were established by GPS observations
 AE2996.and adjusted by the National Geodetic Survey in June 2012.
 AE2996
 AE2996.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AE2996.been affixed to the stable North American tectonic plate. See 
 AE2996.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AE2996
 AE2996.The horizontal coordinates are valid at the epoch date displayed above
 AE2996.which is a decimal equivalence of Year/Month/Day.
 AE2996
 AE2996.The orthometric height was determined by GPS observations and a
 AE2996.high-resolution geoid model.
 AE2996
 AE2996.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE2996.GEOID18 height accuracy estimate available here.
 AE2996
 AE2996.Click photographs - Photos may exist for this station.
 AE2996
 AE2996.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2996
 AE2996.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE2996
 AE2996.The ellipsoidal height was determined by GPS observations
 AE2996.and is referenced to NAD 83.
 AE2996
 AE2996. The following values were computed from the NAD 83(2011) position.
 AE2996
 AE2996;                    North         East     Units Scale Factor Converg.
 AE2996;SPC AR N     -    98,772.191   364,828.789   MT  0.99995569   -0 13 29.3
 AE2996;SPC AR N     -   324,055.10  1,196,942.45   sFT  0.99995569   -0 13 29.3
 AE2996;UTM  15      - 3,897,948.174   555,844.943   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  =   0.99962601
 AE2996
 AE2996_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5584497948(NAD 83)
 AE2996
 AE2996                          SUPERSEDED SURVEY CONTROL
 AE2996
 AE2996  NAD 83(2007)-  35 13 22.87509(N)    092 23 10.84651(W) AD(2002.00) 0
 AE2996  ELLIP H (02/10/07)   79.203  (m)                       GP(2002.00)    
 AE2996  ELLIP H (09/21/01)   79.211  (m)                       GP(       ) 4 2
 AE2996  NAD 83(1997)-  35 13 22.87497(N)    092 23 10.84661(W) AD(       ) B
 AE2996  ELLIP H (09/19/97)   79.218  (m)                       GP(       ) 4 1
 AE2996  NAVD 88 (09/19/97)  107.2    (m)  GEOID96  model used  GPS OBS        
 AE2996
 AE2996.Superseded values are not recommended for survey control.
 AE2996
 AE2996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2996.See file dsdata.pdf to determine how the superseded data were derived.
 AE2996
 AE2996_MARKER: DD = SURVEY DISK
 AE2996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2996_MARK LOGO: ARGLS
 AE2996_PROJECTION: FLUSH
 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 - June 02, 2011
 AE2996
 AE2996  HISTORY     - Date     Condition        Report By
 AE2996  HISTORY     - 1997     MONUMENTED       ARGLS
 AE2996  HISTORY     - 19970419 GOOD             NGS
 AE2996  HISTORY     - 20060925 GOOD             JCLS
 AE2996  HISTORY     - 20090922 GOOD             BFENG
 AE2996  HISTORY     - 20110602 GOOD             ARHD
 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.
 AE2996
 AE2996                          STATION RECOVERY (2009)
 AE2996
 AE2996'RECOVERY NOTE BY B AND F ENGINEERING 2009 (WEK)
 AE2996'STATION IS LOCATED ABOUT 64.4 KM (40.0 MI) EAST OF RUSSELLVILLE, 49.9
 AE2996'KM (31.0 MI) SOUTH OF CLINTON, AND ABOUT 17.7 KM (11.0 MI) NORTH OF
 AE2996'CONWAY.  THE PROPERTY IS OWNED BY THE CITY OF GREENBRIER AND IS NOT
 AE2996'FENCED.  (GREENBRIER CITY HALL, 11 WILSON FARM ROAD, GREENBRIER AR
 AE2996'72058, 501-679-2422).
 AE2996'
 AE2996'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 65 AND WILSON
 AE2996'FARM ROAD IN GREENBRIER, GO EASTERLY ON WILSON FARM ROAD FOR 152.4 M
 AE2996'(500.0 FT) TO AN INTERSECTION OF A PAVED ROAD.  TURN LEFT AND GO NORTH
 AE2996'ON PAVED ACCESS ROAD FOR 50.3 M (165.0 FT) TO THE STATION ON THE RIGHT
 AE2996'IN MAINTAINED GRASS AREA.
 AE2996'
 AE2996'STATION IS A ARKANSAS HARN 8 CM (3 INCHES) ALUMINUM DISK.  THE MARK IS
 AE2996'SET IN THE TOP OF A 0.3 M (1.0 FT) DIAMETER ROUND CONCRETE POST.  THE
 AE2996'MARK IS FLUSH WITH THE GROUND.  THE MARK IS 19.3 M (63.3 FT) SOUTHWEST
 AE2996'OF THE NORTHWEST CORNER OF THE CITY OF GREENBRIER MUNICIPAL BUILDING,
 AE2996'15.6 M (51.2 FT) NORTHWEST OF THE SOUTHWEST CORNER OF THE CITY OF
 AE2996'GREENBRIER MUNICIPAL BUILDING AND 3.7 M (12.1 FT) EAST OF THE EDGE OF
 AE2996'PAVEMENT OF ACCESS ROAD.
 AE2996
 AE2996                          STATION RECOVERY (2011)
 AE2996
 AE2996'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (MCA)
 AE2996'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0126 ***********************************************************************
 DL0126  DESIGNATION -  EAST
 DL0126  PID         -  DL0126
 DL0126  STATE/COUNTY-  AR/UNION
 DL0126  COUNTRY     -  US
 DL0126  USGS QUAD   -  NEW UNION (2017)
 DL0126
 DL0126                         *CURRENT SURVEY CONTROL
 DL0126  ______________________________________________________________________
 DL0126* NAD 83(1997) POSITION- 33 08 41.35887(N) 092 10 50.27173(W)   ADJUSTED
 DL0126* NAVD 88 ORTHO HEIGHT -    25.671 (meters)       84.22  (feet) ADJUSTED
 DL0126  ______________________________________________________________________
 DL0126  GEOID HEIGHT    -        -26.089 (meters)                     GEOID18
 DL0126  LAPLACE CORR    -          1.00  (seconds)                    DEFLEC18
 DL0126  DYNAMIC HEIGHT  -         25.643 (meters)       84.13  (feet) COMP
 DL0126  MODELED GRAVITY -    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 and
 DL0126.adjusted by the NATIONAL GEODETIC SURVEY
 DL0126.in June 1991.
 DL0126
 DL0126.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0126.GEOID18 height accuracy estimate available here.
 DL0126
 DL0126.Click photographs - Photos may exist for this station.
 DL0126
 DL0126.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS7641767640(NAD 83)
 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  NGVD 29              25.73   (m)           84.4    (f) LEVELING    3  
 DL0126
 DL0126.Superseded values are not recommended for survey control.
 DL0126
 DL0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0126.See file dsdata.pdf to determine how the superseded data were derived.
 DL0126
 DL0126_MARKER: DS = TRIANGULATION STATION DISK
 DL0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0126_STAMPING: EAST 1952
 DL0126_MARK LOGO: CGS
 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             CGS
 DL0126  HISTORY     - 1964     GOOD             CGS
 DL0126  HISTORY     - 1964     GOOD             CGS
 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 T17S, R10W, ABOUT 13 MILES WEST OF
 DL0126'CROSSETT, 10.5 MILES EAST-SOUTHEAST OF STRONG, 4 MILES WEST OF THE
 DL0126'WEST END OF A BRIDGE OVER THE OUACHITA RIVER, 121 FEET SOUTH OF THE
 DL0126'CENTER OF U.S. HIGHWAY 82, 60 FEET SOUTHEAST OF THE SOUTHEAST END OF
 DL0126'AN OLD WOODEN BRIDGE, 20 FEET SOUTH OF A WIRE FENCE, 12 FEET EAST OF A
 DL0126'WIRE FENCE AND 5.5 FEET SOUTHWEST 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 STATE
 DL0126'HIGHWAY 129 IN STRONG, GO EAST ON U.S. HIGHWAY 82 FOR 4.5 MILES TO A
 DL0126'CROSS ROAD, CONTINUE EASTERLY ON THE HIGHWAY FOR 5.6 MILES TO A DIRT
 DL0126'ROAD ON THE RIGHT, TURN RIGHT, CROSS SMALL WOODEN BRIDGE, THEN LEFT
 DL0126'(EAST) ON THE SOUTH SIDE OF A WIRE FENCE AND FOLLOW A TRACK ROAD FOR
 DL0126'0.15 MILE TO THE STATION AS DESCRIBED ABOVE.
 DL0126'
 DL0126'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED EAST 1952.
 DL0126'
 DL0126'REFERENCE MARK NO. 1 IS 25 FEET SOUTH OF A TRACK ROAD.  IT PROJECTS 6
 DL0126'INCHES AND THE DISK IS STAMPED EAST NO 1 1952.
 DL0126'
 DL0126'REFERENCE MARK NO. 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 OF A
 DL0126'TRACK ROAD.  IT PROJECTS 7 INCHES AND THE DISK IS STAMPED EAST NO 2
 DL0126'1952.
 DL0126'
 DL0126'NO SUITABLE LOCATION COULD BE FOUND TO ESTABLISH AN AZIMUTH MARK.
 DL0126'
 DL0126'A TRAVERSE MEASUREMENT WAS MADE TO USGS BENCH MARK TT 11 E 1932.  IT
 DL0126'IS 98 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 14 FEET NORTH OF THE
 DL0126'CENTER OF A TRACK ROAD AND 3.5 FEET NORTHWEST OF A 15-INCH OAK TREE.
 DL0126'IT IS A 6 X 6-INCH CONCRETE POST, PROJECTING 4 INCHES AND THE DISK IS
 DL0126'STAMPED TT 11 E 1932.
 DL0126'
 DL0126'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 DL0126
 DL0126                          STATION RECOVERY (1960)
 DL0126
 DL0126'RECOVERY NOTE BY COAST AND 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
 DL0126'RECOVERED IN GOOD CONDITION.
 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 STATION
 DL0126'APPEARS TO BE IN SEC. 18, T18S, R10W, ABOUT 121 FEET SOUTH OF
 DL0126'CENTERLINE OF HIGHWAY, 26 FEET EAST OF CENTERLINE OF TRACK ROAD, 18.5
 DL0126'FEET NORTHWEST OF THE NORTHWEST EDGE OF A BARROW PIT AND 1.5 FEET
 DL0126'SOUTH OF A METAL WITNESS POST.
 DL0126'
 DL0126'TO REACH FROM STRONG, FROM THE JUNCTION OF U.S. HIGHWAY 82 AND STATE
 DL0126'HIGHWAY 129, GO EASTERLY ON U.S. 82 FOR 8.7 MILES TO CROSSROADS,
 DL0126'CONTINUE EAST-NORTHEAST ON HIGHWAY FOR 2.0 MILES TO THE STATION ON THE
 DL0126'RIGHT.
 DL0126
 DL0126                          STATION RECOVERY (1973)
 DL0126
 DL0126'RECOVERY NOTE BY TOBIN SURVEYS INCORPORATED 1973 (GWS)
 DL0126'DEAST-GOOD.  R.M. 1-GOOD.  R.M. 2-GOOD.  THE 1964 RECOVERY NOTE
 DL0126'DESCRIPTION IS ADEQUATE FOR RECOVERY.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GG0630 ***********************************************************************
 GG0630  DESIGNATION -  EAST
 GG0630  PID         -  GG0630
 GG0630  STATE/COUNTY-  AR/WASHINGTON
 GG0630  COUNTRY     -  US
 GG0630  USGS QUAD   -  FAYETTEVILLE (2017)
 GG0630
 GG0630                         *CURRENT SURVEY CONTROL
 GG0630  ______________________________________________________________________
 GG0630* NAD 83(1997) POSITION- 36 03 49.17657(N) 094 08 51.74643(W)   ADJUSTED
 GG0630* NAVD 88 ORTHO HEIGHT -   518.    (meters)     1699.    (feet) SCALED
 GG0630  ______________________________________________________________________
 GG0630  GEOID HEIGHT    -        -28.059 (meters)                     GEOID18
 GG0630  LAPLACE CORR    -          0.99  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0630.GEOID18 height accuracy estimate available here.
 GG0630
 GG0630.Click photographs - Photos may exist for this station.
 GG0630
 GG0630.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0630
 GG0630. The following values were computed from the NAD 83(1997) position.
 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     -   0.99992309  x   0.99997086  =   0.99989395
 GG0630!UTM  15      -   0.99992309  x   0.99973163  =   0.99965474
 GG0630
 GG0630:                Primary Azimuth Mark                     Grid Az
 GG0630:SPC AR N     -  FAYETTEVILLE WASHINGTON CTHSE            263 49 46.6
 GG0630:UTM  15      -  FAYETTEVILLE WASHINGTON CTHSE            263 15 20.0
 GG0630
 GG0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9664091618(NAD 83)
 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(1993)-  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
 GG0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0630.See file dsdata.pdf to determine how the superseded data were derived.
 GG0630
 GG0630_MARKER: DS = TRIANGULATION STATION DISK
 GG0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0630_STAMPING: EAST 1935
 GG0630_MARK LOGO: CGS
 GG0630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0630+STABILITY: SURFACE MOTION
 GG0630_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0630+SATELLITE: SATELLITE OBSERVATIONS - November 24, 2010
 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  HISTORY     - 20080930 GOOD             ARHD
 GG0630  HISTORY     - 20101124 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.
 GG0630
 GG0630                          STATION RECOVERY (2008)
 GG0630
 GG0630'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2008 (TPS)
 GG0630'RECOVERED IN GOOD CONDITION.
 GG0630
 GG0630                          STATION RECOVERY (2010)
 GG0630
 GG0630'RECOVERY NOTE BY GEOCACHING 2010 (JA)
 GG0630'THE STATION, RM 1, AND RM 2 WERE RECOVERED IN GOOD CONDITION AS
 GG0630'DESCRIBED.  THE AZIMUTH MARK WAS NOT SEARCHED FOR. THE STATION HAS
 GG0630'NAILS EMBEDDED IN THE MONUMENT THAT POINT TOWARDS THE REFERENCE MARKS.
 GG0630'
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0125 ***********************************************************************
 DL0125  DESIGNATION -  EAST RM 1
 DL0125  PID         -  DL0125
 DL0125  STATE/COUNTY-  AR/UNION
 DL0125  COUNTRY     -  US
 DL0125  USGS QUAD   -  NEW UNION (2017)
 DL0125
 DL0125                         *CURRENT SURVEY CONTROL
 DL0125  ______________________________________________________________________
 DL0125* NAD 83(1986) POSITION- 33 08 40.30   (N) 092 10 50.55   (W)   HD_HELD1
 DL0125* NAVD 88 ORTHO HEIGHT -    25.616 (meters)       84.04  (feet) ADJUSTED
 DL0125  ______________________________________________________________________
 DL0125  GEOID HEIGHT    -        -26.089 (meters)                     GEOID18
 DL0125  DYNAMIC HEIGHT  -         25.588 (meters)       83.95  (feet) COMP
 DL0125  MODELED GRAVITY -    979,566.0   (mgal)                       NAVD 88
 DL0125
 DL0125  VERT ORDER      -  FIRST     CLASS II
 DL0125
 DL0125.The horizontal coordinates were determined by differentially corrected
 DL0125.hand held GPS observations or other comparable positioning techniques
 DL0125.and have an estimated accuracy of +/- 3 meters.
 DL0125
 DL0125.The orthometric height was determined by differential leveling and
 DL0125.adjusted by the NATIONAL GEODETIC SURVEY
 DL0125.in June 1991.
 DL0125
 DL0125.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0125.GEOID18 height accuracy estimate available here.
 DL0125
 DL0125.Click photographs - Photos may exist for this station.
 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     -   453,017.0     383,139.2     MT  (+/- 3 meters HH1 GPS) 
 DL0125
 DL0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS7641067608(NAD 83)
 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
 DL0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0125.See file dsdata.pdf to determine how the superseded data were derived.
 DL0125
 DL0125_MARKER: DR = REFERENCE MARK DISK
 DL0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0125_STAMPING: EAST NO 1 1952
 DL0125_MARK LOGO: CGS
 DL0125_PROJECTION: PROJECTING 15 CENTIMETERS
 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             CGS
 DL0125  HISTORY     - 1964     GOOD             CGS
 DL0125
 DL0125                          STATION DESCRIPTION
 DL0125
 DL0125'DESCRIBED BY COAST AND 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, T18S, R10W, 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 COAST AND GEODETIC SURVEY 1964
 DL0125'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0124 ***********************************************************************
 DL0124  DESIGNATION -  EAST RM 2
 DL0124  PID         -  DL0124
 DL0124  STATE/COUNTY-  AR/UNION
 DL0124  COUNTRY     -  US
 DL0124  USGS QUAD   -  NEW UNION (2017)
 DL0124
 DL0124                         *CURRENT SURVEY CONTROL
 DL0124  ______________________________________________________________________
 DL0124* NAD 83(1986) POSITION- 33 08 41.15   (N) 092 10 52.10   (W)   HD_HELD1
 DL0124* NAVD 88 ORTHO HEIGHT -    26.082 (meters)       85.57  (feet) ADJUSTED
 DL0124  ______________________________________________________________________
 DL0124  GEOID HEIGHT    -        -26.090 (meters)                     GEOID18
 DL0124  DYNAMIC HEIGHT  -         26.054 (meters)       85.48  (feet) COMP
 DL0124  MODELED GRAVITY -    979,566.0   (mgal)                       NAVD 88
 DL0124
 DL0124  VERT ORDER      -  FIRST     CLASS II
 DL0124
 DL0124.The horizontal coordinates were determined by differentially corrected
 DL0124.hand held GPS observations or other comparable positioning techniques
 DL0124.and have an estimated accuracy of +/- 3 meters.
 DL0124
 DL0124.The orthometric height was determined by differential leveling and
 DL0124.adjusted by the NATIONAL GEODETIC SURVEY
 DL0124.in June 1991.
 DL0124
 DL0124.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0124.GEOID18 height accuracy estimate available here.
 DL0124
 DL0124.Click photographs - Photos may exist for this station.
 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     -   453,043.3     383,099.1     MT  (+/- 3 meters HH1 GPS) 
 DL0124
 DL0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS7637067634(NAD 83)
 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
 DL0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0124.See file dsdata.pdf to determine how the superseded data were derived.
 DL0124
 DL0124_MARKER: DR = REFERENCE MARK DISK
 DL0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0124_STAMPING: EAST NO 2 1952
 DL0124_MARK LOGO: CGS
 DL0124_PROJECTION: PROJECTING 13 CENTIMETERS
 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             CGS
 DL0124  HISTORY     - 1964     GOOD             CGS
 DL0124
 DL0124                          STATION DESCRIPTION
 DL0124
 DL0124'DESCRIBED BY COAST AND 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, T18S, R10W, 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 COAST AND GEODETIC SURVEY 1964
 DL0124'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL1401 ***********************************************************************
 DL1401  DESIGNATION -  EBONY
 DL1401  PID         -  DL1401
 DL1401  STATE/COUNTY-  AR/OUACHITA
 DL1401  COUNTRY     -  US
 DL1401  USGS QUAD   -  HARMONY GROVE (2017)
 DL1401
 DL1401                         *CURRENT SURVEY CONTROL
 DL1401  ______________________________________________________________________
 DL1401* NAD 83(1997) POSITION- 33 37 32.83582(N) 092 48 50.33145(W)   ADJUSTED
 DL1401* NAVD 88 ORTHO HEIGHT -    37.    (meters)      121.    (feet) SCALED
 DL1401  ______________________________________________________________________
 DL1401  GEOID HEIGHT    -        -26.286 (meters)                     GEOID18
 DL1401  LAPLACE CORR    -          1.11  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1401.GEOID18 height accuracy estimate available here.
 DL1401
 DL1401.Click photographs - Photos may exist for this station.
 DL1401
 DL1401.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1401
 DL1401. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT1725320680(NAD 83)
 DL1401
 DL1401                          SUPERSEDED SURVEY CONTROL
 DL1401
 DL1401  NAD 83(1993)-  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
 DL1401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1401.See file dsdata.pdf to determine how the superseded data were derived.
 DL1401
 DL1401_MARKER: DD = SURVEY DISK
 DL1401_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DL1401_STAMPING: EBONY 1934
 DL1401_MARK LOGO: CGS+SS
 DL1401_PROJECTION: FLUSH
 DL1401_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL1401
 DL1401  HISTORY     - Date     Condition        Report By
 DL1401  HISTORY     - 1934     MONUMENTED       ARGS
 DL1401  HISTORY     - 1941     GOOD             CGS
 DL1401  HISTORY     - 1964     GOOD             CGS
 DL1401
 DL1401                          STATION DESCRIPTION
 DL1401
 DL1401'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DL1411 ***********************************************************************
 DL1411  DESIGNATION -  ECORE
 DL1411  PID         -  DL1411
 DL1411  STATE/COUNTY-  AR/OUACHITA
 DL1411  COUNTRY     -  US
 DL1411  USGS QUAD   -  CAMDEN SW (2017)
 DL1411
 DL1411                         *CURRENT SURVEY CONTROL
 DL1411  ______________________________________________________________________
 DL1411* NAD 83(1997) POSITION- 33 36 20.67213(N) 092 54 25.96773(W)   ADJUSTED
 DL1411* NAVD 88 ORTHO HEIGHT -   102.    (meters)      335.    (feet) SCALED
 DL1411  ______________________________________________________________________
 DL1411  GEOID HEIGHT    -        -26.339 (meters)                     GEOID18
 DL1411  LAPLACE CORR    -          0.97  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1411.GEOID18 height accuracy estimate available here.
 DL1411
 DL1411.Click photographs - Photos may exist for this station.
 DL1411
 DL1411.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1411
 DL1411. The following values were computed from the NAD 83(1997) position.
 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  =   0.99993441
 DL1411!UTM  15      -   0.99998812  x   0.99960091  =   0.99958904
 DL1411
 DL1411:                Primary Azimuth Mark                     Grid Az
 DL1411:SPC AR S     -  MARION                                   187 44 18.1
 DL1411:UTM  15      -  MARION                                   187 10 45.3
 DL1411
 DL1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT0860818446(NAD 83)
 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(1993)-  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
 DL1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1411.See file dsdata.pdf to determine how the superseded data were derived.
 DL1411
 DL1411_MARKER: DS = TRIANGULATION STATION DISK
 DL1411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1411_STAMPING: ECORE 1941
 DL1411_MARK LOGO: CGS
 DL1411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1411+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DQ3503 ***********************************************************************
 DQ3503  DESIGNATION -  ED C
 DQ3503  PID         -  DQ3503
 DQ3503  STATE/COUNTY-  AR/VAN BUREN
 DQ3503  COUNTRY     -  US
 DQ3503  USGS QUAD   -  CLINTON (2017)
 DQ3503
 DQ3503                         *CURRENT SURVEY CONTROL
 DQ3503  ______________________________________________________________________
 DQ3503* NAD 83(1986) POSITION- 35 30 10.67   (N) 092 25 27.20   (W)   HD_HELD1
 DQ3503* NAVD 88 ORTHO HEIGHT -   241.462 (meters)      792.20  (feet) ADJUSTED
 DQ3503  ______________________________________________________________________
 DQ3503  GEOID HEIGHT    -        -27.933 (meters)                     GEOID18
 DQ3503  DYNAMIC HEIGHT  -        241.238 (meters)      791.46  (feet) COMP
 DQ3503  MODELED GRAVITY -    979,698.2   (mgal)                       NAVD 88
 DQ3503
 DQ3503  VERT ORDER      -  SECOND    CLASS I
 DQ3503
 DQ3503.The horizontal coordinates were determined by differentially corrected
 DQ3503.hand held GPS observations or other comparable positioning techniques
 DQ3503.and have an estimated accuracy of +/- 3 meters.
 DQ3503
 DQ3503.The orthometric height was determined by differential leveling and
 DQ3503.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3503.in January 2017.
 DQ3503
 DQ3503.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3503.GEOID18 height accuracy estimate available here.
 DQ3503
 DQ3503.Click photographs - Photos may exist for this station.
 DQ3503
 DQ3503.The dynamic height is computed by dividing the NAVD 88
 DQ3503.geopotential number by the normal gravity value computed on the
 DQ3503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3503.degrees latitude (g = 980.6199 gals.).
 DQ3503
 DQ3503.The modeled gravity was interpolated from observed gravity values.
 DQ3503
 DQ3503;                    North         East    Units  Estimated Accuracy
 DQ3503;SPC AR N     -   129,843.3     361,514.5     MT  (+/- 3 meters HH1 GPS) 
 DQ3503
 DQ3503_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV5221728974(NAD 83)
 DQ3503
 DQ3503                          SUPERSEDED SURVEY CONTROL
 DQ3503
 DQ3503.No superseded survey control is available for this station.
 DQ3503
 DQ3503_MARKER: DB = BENCH MARK DISK
 DQ3503_SETTING: 66 = SET IN ROCK OUTCROP
 DQ3503_STAMPING: ED C 2015
 DQ3503_MARK LOGO: ARHD
 DQ3503_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ3503_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DQ3503+STABILITY: POSITION/ELEVATION WELL
 DQ3503_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3503+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2015
 DQ3503
 DQ3503  HISTORY     - Date     Condition        Report By
 DQ3503  HISTORY     - 20150921 MONUMENTED       ARHD
 DQ3503
 DQ3503                          STATION DESCRIPTION
 DQ3503
 DQ3503'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 DQ3503'THE STATION IS LOCATED ABOUT 5.6 MI (9.0 KM) EAST-NORTHEAST OF
 DQ3503'FORMOSA, 5.2 MI (8.4 KM) WEST-NORTHWEST OF MORGANTON AND 4.0 MI (6.4
 DQ3503'KM) NORTH-NORTHWEST OF BEE BRANCH.  OWNERSHIP--DANIEL LITTELL.
 DQ3503'
 DQ3503'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 92,
 DQ3503'GO NORTH ON US HIGHWAY 65 FOR 4.2 MI (6.8 KM) TURN RIGHT AT THE OLD
 DQ3503'ROCK QUARRY, GO DOWN DIRT ROAD FOR 0.1 MI (0.2 KM) TO THE STATION ON
 DQ3503'THE RIGHT.
 DQ3503'
 DQ3503'IT IS 50 FT (15.2 M) SOUTH OF A WITNESS POST, 39.0 FT (11.9 M)
 DQ3503'SOUTHEAST OF BENCH MARK D 344 2015 AND 5.0 FT (1.5 M) NORTH OF THE
 DQ3503'WATERS EDGE ON THE NORTH SIDE OF AN OLD ROCK QUARRY.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH2927 ***********************************************************************
 EH2927  DESIGNATION -  EDDY
 EH2927  PID         -  EH2927
 EH2927  STATE/COUNTY-  AR/PRAIRIE
 EH2927  COUNTRY     -  US
 EH2927  USGS QUAD   -  ROE (2017)
 EH2927
 EH2927                         *CURRENT SURVEY CONTROL
 EH2927  ______________________________________________________________________
 EH2927* NAD 83(1997) POSITION- 34 44 44.61459(N) 091 24 36.43775(W)   ADJUSTED
 EH2927* NAVD 88 ORTHO HEIGHT -    64.90  (+/-2cm)      212.9   (feet) VERTCON3
 EH2927  ______________________________________________________________________
 EH2927  GEOID HEIGHT    -        -26.883 (meters)                     GEOID18
 EH2927  LAPLACE CORR    -          0.43  (seconds)                    DEFLEC18
 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
 EH2927.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2927.GEOID18 height accuracy estimate available here.
 EH2927
 EH2927.The vertical order pertains to the NGVD 29 superseded value.
 EH2927
 EH2927.Click photographs - Photos may exist for this station.
 EH2927
 EH2927.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2927
 EH2927. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999403  x   0.99999540  =   0.99998943
 EH2927!UTM  15      -   0.99999403  x   0.99986105  =   0.99985508
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU4553245996(NAD 83)
 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              64.91   (m)          213.0    (f) LEVELING    3  
 EH2927
 EH2927.Superseded values are not recommended for survey control.
 EH2927
 EH2927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2927.See file dsdata.pdf to determine how the superseded data were derived.
 EH2927
 EH2927_MARKER: DS = TRIANGULATION STATION DISK
 EH2927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2927_STAMPING: EDDY 1965
 EH2927_MARK LOGO: CGS
 EH2927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2927+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1132 ***********************************************************************
 EH1132  DESIGNATION -  EDEN 2 AZ MK
 EH1132  PID         -  EH1132
 EH1132  STATE/COUNTY-  AR/MONROE
 EH1132  COUNTRY     -  US
 EH1132  USGS QUAD   -  BRINKLEY (2017)
 EH1132
 EH1132                         *CURRENT SURVEY CONTROL
 EH1132  ______________________________________________________________________
 EH1132* NAD 83(1986) POSITION- 34 52 32.     (N) 091 13 56.     (W)   SCALED
 EH1132* NAVD 88 ORTHO HEIGHT -    58.049 (meters)      190.45  (feet) ADJUSTED
 EH1132  ______________________________________________________________________
 EH1132  GEOID HEIGHT    -        -26.893 (meters)                     GEOID18
 EH1132  DYNAMIC HEIGHT  -         57.996 (meters)      190.28  (feet) COMP
 EH1132  MODELED GRAVITY -    979,714.4   (mgal)                       NAVD 88
 EH1132
 EH1132  VERT ORDER      -  FIRST     CLASS II
 EH1132
 EH1132.The horizontal coordinates were scaled from a map and have
 EH1132.an estimated accuracy of +/- 6 seconds.
 EH1132
 EH1132.The orthometric height was determined by differential leveling and
 EH1132.adjusted by the NATIONAL GEODETIC SURVEY
 EH1132.in June 1991.
 EH1132
 EH1132.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1132.GEOID18 height accuracy estimate available here.
 EH1132
 EH1132.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU615606(NAD 83)
 EH1132
 EH1132                          SUPERSEDED SURVEY CONTROL
 EH1132
 EH1132  NGVD 29 (11/26/84)   58.051  (m)          190.46   (f) ADJUSTED    1 2
 EH1132
 EH1132.Superseded values are not recommended for survey control.
 EH1132
 EH1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1132.See file dsdata.pdf to determine how the superseded data were derived.
 EH1132
 EH1132_MARKER: DZ = AZIMUTH MARK DISK
 EH1132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1132_STAMPING: EDEN 2 1954
 EH1132_MARK LOGO: CGS
 EH1132_PROJECTION: PROJECTING 10 CENTIMETERS
 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'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 = MARCH 20, 2026 22:17:28 EDT
 EH1134 ***********************************************************************
 EH1134  DESIGNATION -  EDEN 2 RESET
 EH1134  PID         -  EH1134
 EH1134  STATE/COUNTY-  AR/MONROE
 EH1134  COUNTRY     -  US
 EH1134  USGS QUAD   -  BRINKLEY (2017)
 EH1134
 EH1134                         *CURRENT SURVEY CONTROL
 EH1134  ______________________________________________________________________
 EH1134* NAD 83(1997) POSITION- 34 52 36.19630(N) 091 13 45.73334(W)   ADJUSTED
 EH1134  ______________________________________________________________________
 EH1134  GEOID HEIGHT    -        -26.891 (meters)                     GEOID18
 EH1134  LAPLACE CORR    -          1.20  (seconds)                    DEFLEC18
 EH1134  HORZ ORDER      -  FIRST
 EH1134
 EH1134.The horizontal coordinates were established by classical geodetic methods
 EH1134.and adjusted by the National Geodetic Survey in September 1999.
 EH1134
 EH1134.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1134.GEOID18 height accuracy estimate available here.
 EH1134
 EH1134.Click photographs - Photos may exist for this station.
 EH1134
 EH1134.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH1134
 EH1134. The following values were computed from the NAD 83(1997) position.
 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;UTM  15      - 3,860,802.109   661,823.824   MT  0.99992276   +1 00 45.7
 EH1134
 EH1134:                Primary Azimuth Mark                     Grid Az
 EH1134:SPC AR S     -  EDEN 2 AZ MK                             247 45 21.6
 EH1134:UTM  15      -  EDEN 2 AZ MK                             247 10 28.6
 EH1134
 EH1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU6182360802(NAD 83)
 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
 EH1134.Superseded values are not recommended for survey control.
 EH1134
 EH1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1134.See file dsdata.pdf to determine how the superseded data were derived.
 EH1134
 EH1134_MARKER: DS = TRIANGULATION STATION DISK
 EH1134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1134_STAMPING: EDEN 2 1954 1964
 EH1134_MARK LOGO: CGS
 EH1134_PROJECTION: RECESSED 30 CENTIMETERS
 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     - 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 (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 = MARCH 20, 2026 22:17:28 EDT
 EH1135 ***********************************************************************
 EH1135  DESIGNATION -  EDEN RM 1
 EH1135  PID         -  EH1135
 EH1135  STATE/COUNTY-  AR/MONROE
 EH1135  COUNTRY     -  US
 EH1135  USGS QUAD   -  BRINKLEY (2017)
 EH1135
 EH1135                         *CURRENT SURVEY CONTROL
 EH1135  ______________________________________________________________________
 EH1135* NAD 83(1986) POSITION- 34 52 37.10   (N) 091 13 48.60   (W)   HD_HELD1
 EH1135* NAVD 88 ORTHO HEIGHT -    57.077 (meters)      187.26  (feet) ADJUSTED
 EH1135  ______________________________________________________________________
 EH1135  GEOID HEIGHT    -        -26.892 (meters)                     GEOID18
 EH1135  DYNAMIC HEIGHT  -         57.024 (meters)      187.09  (feet) COMP
 EH1135  MODELED GRAVITY -    979,714.6   (mgal)                       NAVD 88
 EH1135
 EH1135  VERT ORDER      -  FIRST     CLASS II
 EH1135
 EH1135.The horizontal coordinates were determined by differentially corrected
 EH1135.hand held GPS observations or other comparable positioning techniques
 EH1135.and have an estimated accuracy of +/- 3 meters.
 EH1135
 EH1135.The orthometric height was determined by differential leveling and
 EH1135.adjusted by the NATIONAL GEODETIC SURVEY
 EH1135.in June 1991.
 EH1135
 EH1135.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1135.GEOID18 height accuracy estimate available here.
 EH1135
 EH1135.Click photographs - Photos may exist for this station.
 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     -   645,425.7     470,382.9     MT  (+/- 3 meters HH1 GPS) 
 EH1135
 EH1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU6175060828(NAD 83)
 EH1135
 EH1135                          SUPERSEDED SURVEY CONTROL
 EH1135
 EH1135  NGVD 29 (11/26/84)   57.079  (m)          187.27   (f) ADJUSTED    1 2
 EH1135
 EH1135.Superseded values are not recommended for survey control.
 EH1135
 EH1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1135.See file dsdata.pdf to determine how the superseded data were derived.
 EH1135
 EH1135_MARKER: DR = REFERENCE MARK DISK
 EH1135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1135_STAMPING: EDEN RM 1 1916 1920 BM
 EH1135_MARK LOGO: CGS
 EH1135_PROJECTION: PROJECTING 3 CENTIMETERS
 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  HISTORY     - 20160714 MARK NOT FOUND   ARHD
 EH1135
 EH1135                          STATION DESCRIPTION
 EH1135
 EH1135'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 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.
 EH1135
 EH1135                          STATION RECOVERY (2016)
 EH1135
 EH1135'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 EH1135'THERE HAS BEEN A LOT OF DOZER WORK DONE IN THE AREA.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL1257 ***********************************************************************
 DL1257  DESIGNATION -  EDINBURG
 DL1257  PID         -  DL1257
 DL1257  STATE/COUNTY-  AR/CLEVELAND
 DL1257  COUNTRY     -  US
 DL1257  USGS QUAD   -  NEW EDINBURG (2017)
 DL1257
 DL1257                         *CURRENT SURVEY CONTROL
 DL1257  ______________________________________________________________________
 DL1257* NAD 83(1997) POSITION- 33 45 42.63022(N) 092 14 26.14474(W)   ADJUSTED
 DL1257* NAVD 88 ORTHO HEIGHT -    93.42  (+/-2cm)      306.5   (feet) VERTCON3
 DL1257  ______________________________________________________________________
 DL1257  GEOID HEIGHT    -        -25.965 (meters)                     GEOID18
 DL1257  LAPLACE CORR    -          0.79  (seconds)                    DEFLEC18
 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
 DL1257.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1257.GEOID18 height accuracy estimate available here.
 DL1257
 DL1257.The vertical order pertains to the NGVD 29 superseded value.
 DL1257
 DL1257.Click photographs - Photos may exist for this station.
 DL1257
 DL1257.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1257
 DL1257. The following values were computed from the NAD 83(1997) position.
 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  =   0.99965038
 DL1257
 DL1257:                Primary Azimuth Mark                     Grid Az
 DL1257:SPC AR S     -  MORO                                     331 50 07.3
 DL1257:UTM  15      -  MORO                                     331 16 43.1
 DL1257
 DL1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT7032536008(NAD 83)
 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              93.48   (m)          306.7    (f) LEVELING    3  
 DL1257
 DL1257.Superseded values are not recommended for survey control.
 DL1257
 DL1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1257.See file dsdata.pdf to determine how the superseded data were derived.
 DL1257
 DL1257_MARKER: DS = TRIANGULATION STATION DISK
 DL1257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1257_STAMPING: EDINBURG 1964
 DL1257_MARK LOGO: CGS
 DL1257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1257+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0224 ***********************************************************************
 FF0224  DESIGNATION -  EDMONDSON
 FF0224  PID         -  FF0224
 FF0224  STATE/COUNTY-  AR/CRITTENDEN
 FF0224  COUNTRY     -  US
 FF0224  USGS QUAD   -  EDMONDSON (2017)
 FF0224
 FF0224                         *CURRENT SURVEY CONTROL
 FF0224  ______________________________________________________________________
 FF0224* NAD 83(1997) POSITION- 35 06 24.50687(N) 090 18 40.40500(W)   ADJUSTED
 FF0224* NAVD 88 ORTHO HEIGHT -    63.954 (meters)      209.82  (feet) ADJUSTED
 FF0224  ______________________________________________________________________
 FF0224  GEOID HEIGHT    -        -27.219 (meters)                     GEOID18
 FF0224  LAPLACE CORR    -         -1.02  (seconds)                    DEFLEC18
 FF0224  DYNAMIC HEIGHT  -         63.897 (meters)      209.64  (feet) COMP
 FF0224  MODELED GRAVITY -    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 and
 FF0224.adjusted by the NATIONAL GEODETIC SURVEY
 FF0224.in June 1991.
 FF0224
 FF0224.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0224.GEOID18 height accuracy estimate available here.
 FF0224
 FF0224.Click photographs - Photos may exist for this station.
 FF0224
 FF0224.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 FF0224:SPC AR N     -  PROCTOR RESET                            255 48 59.9
 FF0224:SPC TN       -  PROCTOR RESET                            259 19 23.9
 FF0224:UTM  15      -  PROCTOR RESET                            255 15 08.1
 FF0224
 FF0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU4506688196(NAD 83)
 FF0224
 FF0224|---------------------------------------------------------------------|
 FF0224| PID    Reference Object                     Distance      Geod. Az  |
 FF0224|                                                           dddmmss.s |
 FF0224| FF0222 EDMONDSON RM 1                        6.002 METERS 16733     |
 FF0224| FF0216 PROCTOR RESET                       APPROX. 4.3 KM 2564757.6 |
 FF0224|---------------------------------------------------------------------|
 FF0224
 FF0224                          SUPERSEDED SURVEY CONTROL
 FF0224
 FF0224  NAD 83(1995)-  35 06 24.50793(N)    090 18 40.40497(W) AD(       ) 1
 FF0224  NAD 83(1993)-  35 06 24.51136(N)    090 18 40.40536(W) AD(       ) 1
 FF0224  NAD 83(1990)-  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  USSD        -  35 06 24.37500(N)    090 18 39.83800(W) AD(       ) 3
 FF0224  NGVD 29              63.93   (m)          209.7    (f) LEVELING    3  
 FF0224  NGVD 29 (11/26/84)   63.931  (m)          209.75   (f) ADJUSTED    1 2
 FF0224
 FF0224.Superseded values are not recommended for survey control.
 FF0224
 FF0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0224.See file dsdata.pdf to determine how the superseded data were derived.
 FF0224
 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   USACE
 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 ARMY CORPS OF 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 = MARCH 20, 2026 22:17:28 EDT
 FF0221 ***********************************************************************
 FF0221  DESIGNATION -  EDMONDSON 2
 FF0221  PID         -  FF0221
 FF0221  STATE/COUNTY-  AR/CRITTENDEN
 FF0221  COUNTRY     -  US
 FF0221  USGS QUAD   -  EDMONDSON (2017)
 FF0221
 FF0221                         *CURRENT SURVEY CONTROL
 FF0221  ______________________________________________________________________
 FF0221* NAD 83(1997) POSITION- 35 06 23.68226(N) 090 18 41.33894(W)   ADJUSTED
 FF0221* NAVD 88 ORTHO HEIGHT -    61.738 (meters)      202.55  (feet) ADJUSTED
 FF0221  ______________________________________________________________________
 FF0221  GEOID HEIGHT    -        -27.218 (meters)                     GEOID18
 FF0221  LAPLACE CORR    -         -1.02  (seconds)                    DEFLEC18
 FF0221  DYNAMIC HEIGHT  -         61.683 (meters)      202.37  (feet) COMP
 FF0221  MODELED GRAVITY -    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 and
 FF0221.adjusted by the NATIONAL GEODETIC SURVEY
 FF0221.in June 1991.
 FF0221
 FF0221.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0221.GEOID18 height accuracy estimate available here.
 FF0221
 FF0221.Click photographs - Photos may exist for this station.
 FF0221
 FF0221.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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  =   1.00033467
 FF0221
 FF0221:                Primary Azimuth Mark                     Grid Az
 FF0221:SPC AR N     -  EDMONDSON 2 AZ MK                        163 35 02.0
 FF0221:SPC TN       -  EDMONDSON 2 AZ MK                        167 05 26.0
 FF0221:UTM  15      -  EDMONDSON 2 AZ MK                        163 01 10.2
 FF0221
 FF0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU4504388170(NAD 83)
 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 0843726.0 |
 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(1995)-  35 06 23.68332(N)    090 18 41.33891(W) AD(       ) 2
 FF0221  NAD 83(1993)-  35 06 23.68675(N)    090 18 41.33930(W) AD(       ) 2
 FF0221  NAD 83(1990)-  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              61.72   (m)          202.5    (f) LEVELING    3  
 FF0221  NGVD 29 (11/26/84)   61.715  (m)          202.48   (f) ADJUSTED    1 2
 FF0221
 FF0221.Superseded values are not recommended for survey control.
 FF0221
 FF0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0221.See file dsdata.pdf to determine how the superseded data were derived.
 FF0221
 FF0221_MARKER: DS = TRIANGULATION STATION DISK
 FF0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0221_STAMPING: EDMONDSON 2 1954
 FF0221_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0220 ***********************************************************************
 FF0220  DESIGNATION -  EDMONDSON 2 RM 3
 FF0220  PID         -  FF0220
 FF0220  STATE/COUNTY-  AR/CRITTENDEN
 FF0220  COUNTRY     -  US
 FF0220  USGS QUAD   -  EDMONDSON (2017)
 FF0220
 FF0220                         *CURRENT SURVEY CONTROL
 FF0220  ______________________________________________________________________
 FF0220* NAD 83(1986) POSITION- 35 06 23.70   (N) 090 18 43.46   (W)   HD_HELD1
 FF0220* NAVD 88 ORTHO HEIGHT -    61.698 (meters)      202.42  (feet) ADJUSTED
 FF0220  ______________________________________________________________________
 FF0220  GEOID HEIGHT    -        -27.218 (meters)                     GEOID18
 FF0220  DYNAMIC HEIGHT  -         61.642 (meters)      202.24  (feet) COMP
 FF0220  MODELED GRAVITY -    979,733.1   (mgal)                       NAVD 88
 FF0220
 FF0220  VERT ORDER      -  FIRST     CLASS II
 FF0220
 FF0220.The horizontal coordinates were determined by differentially corrected
 FF0220.hand held GPS observations or other comparable positioning techniques
 FF0220.and have an estimated accuracy of +/- 3 meters.
 FF0220
 FF0220.The orthometric height was determined by differential leveling and
 FF0220.adjusted by the NATIONAL GEODETIC SURVEY
 FF0220.in June 1991.
 FF0220
 FF0220.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0220.GEOID18 height accuracy estimate available here.
 FF0220
 FF0220.Click photographs - Photos may exist for this station.
 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     -    87,104.6     553,875.7     MT  (+/- 3 meters HH1 GPS) 
 FF0220
 FF0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU4499088169(NAD 83)
 FF0220
 FF0220                          SUPERSEDED SURVEY CONTROL
 FF0220
 FF0220  NGVD 29 (11/26/84)   61.674  (m)          202.34   (f) ADJUSTED    1 2
 FF0220
 FF0220.Superseded values are not recommended for survey control.
 FF0220
 FF0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0220.See file dsdata.pdf to determine how the superseded data were derived.
 FF0220
 FF0220_MARKER: DR = REFERENCE MARK DISK
 FF0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0220_STAMPING: EDMONDSON 2 NO 3 1954
 FF0220_MARK LOGO: CGS
 FF0220_PROJECTION: PROJECTING 10 CENTIMETERS
 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, 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.  MARK IS 1 FT NORTH OF CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0222 ***********************************************************************
 FF0222  DESIGNATION -  EDMONDSON RM 1
 FF0222  PID         -  FF0222
 FF0222  STATE/COUNTY-  AR/CRITTENDEN
 FF0222  COUNTRY     -  US
 FF0222  USGS QUAD   -  EDMONDSON (2017)
 FF0222
 FF0222                         *CURRENT SURVEY CONTROL
 FF0222  ______________________________________________________________________
 FF0222* NAD 83(1986) POSITION- 35 06 24.32   (N) 090 18 40.35   (W)   HD_HELD1
 FF0222* NAVD 88 ORTHO HEIGHT -    62.600 (meters)      205.38  (feet) ADJUSTED
 FF0222  ______________________________________________________________________
 FF0222  GEOID HEIGHT    -        -27.219 (meters)                     GEOID18
 FF0222  DYNAMIC HEIGHT  -         62.544 (meters)      205.20  (feet) COMP
 FF0222  MODELED GRAVITY -    979,733.1   (mgal)                       NAVD 88
 FF0222
 FF0222  VERT ORDER      -  FIRST     CLASS II
 FF0222
 FF0222.The horizontal coordinates were determined by differentially corrected
 FF0222.hand held GPS observations or other comparable positioning techniques
 FF0222.and have an estimated accuracy of +/- 3 meters.
 FF0222
 FF0222.The orthometric height was determined by differential leveling and
 FF0222.adjusted by the NATIONAL GEODETIC SURVEY
 FF0222.in June 1991.
 FF0222
 FF0222.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0222.GEOID18 height accuracy estimate available here.
 FF0222
 FF0222.Click photographs - Photos may exist for this station.
 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     -    87,125.1     553,954.1     MT  (+/- 3 meters HH1 GPS) 
 FF0222
 FF0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU4506888190(NAD 83)
 FF0222
 FF0222                          SUPERSEDED SURVEY CONTROL
 FF0222
 FF0222  NGVD 29 (11/26/84)   62.576  (m)          205.30   (f) ADJUSTED    1 2
 FF0222
 FF0222.Superseded values are not recommended for survey control.
 FF0222
 FF0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0222.See file dsdata.pdf to determine how the superseded data were derived.
 FF0222
 FF0222_MARKER: DR = REFERENCE MARK DISK
 FF0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0222_STAMPING: EDMONDSON RM 1 1916 1920
 FF0222_MARK LOGO: CGS
 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     - 1916     MONUMENTED       CGS
 FF0222  HISTORY     - 1920     GOOD             CGS
 FF0222  HISTORY     - 1956     GOOD             CGS
 FF0222  HISTORY     - 20030326 GOOD             USACE
 FF0222
 FF0222                          STATION DESCRIPTION
 FF0222
 FF0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1920
 FF0222'RECOVERED IN GOOD CONDITION.
 FF0222
 FF0222                          STATION RECOVERY (1956)
 FF0222
 FF0222'RECOVERY NOTE 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 = MARCH 20, 2026 22:17:28 EDT
 FF0223 ***********************************************************************
 FF0223  DESIGNATION -  EDMONDSON RM 2
 FF0223  PID         -  FF0223
 FF0223  STATE/COUNTY-  AR/CRITTENDEN
 FF0223  COUNTRY     -  US
 FF0223  USGS QUAD   -  EDMONDSON (2017)
 FF0223
 FF0223                         *CURRENT SURVEY CONTROL
 FF0223  ______________________________________________________________________
 FF0223* NAD 83(1986) POSITION- 35 06 24.32   (N) 090 18 41.37   (W)   HD_HELD1
 FF0223* NAVD 88 ORTHO HEIGHT -    64.059 (meters)      210.17  (feet) ADJUSTED
 FF0223  ______________________________________________________________________
 FF0223  GEOID HEIGHT    -        -27.219 (meters)                     GEOID18
 FF0223  DYNAMIC HEIGHT  -         64.001 (meters)      209.98  (feet) COMP
 FF0223  MODELED GRAVITY -    979,733.1   (mgal)                       NAVD 88
 FF0223
 FF0223  VERT ORDER      -  FIRST     CLASS II
 FF0223
 FF0223.The horizontal coordinates were determined by differentially corrected
 FF0223.hand held GPS observations or other comparable positioning techniques
 FF0223.and have an estimated accuracy of +/- 3 meters.
 FF0223
 FF0223.The orthometric height was determined by differential leveling and
 FF0223.adjusted by the NATIONAL GEODETIC SURVEY
 FF0223.in June 1991.
 FF0223
 FF0223.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0223.GEOID18 height accuracy estimate available here.
 FF0223
 FF0223.Click photographs - Photos may exist for this station.
 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     -    87,124.6     553,928.3     MT  (+/- 3 meters HH1 GPS) 
 FF0223
 FF0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU4504288189(NAD 83)
 FF0223
 FF0223                          SUPERSEDED SURVEY CONTROL
 FF0223
 FF0223  NGVD 29 (11/26/84)   64.035  (m)          210.09   (f) ADJUSTED    1 2
 FF0223
 FF0223.Superseded values are not recommended for survey control.
 FF0223
 FF0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0223.See file dsdata.pdf to determine how the superseded data were derived.
 FF0223
 FF0223_MARKER: DR = REFERENCE MARK DISK
 FF0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0223_STAMPING: EDMONDSON RM 2 1916 1920
 FF0223_MARK LOGO: CGS
 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, 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0203 ***********************************************************************
 EJ0203  DESIGNATION -  EGG
 EJ0203  PID         -  EJ0203
 EJ0203  STATE/COUNTY-  AR/PULASKI
 EJ0203  COUNTRY     -  US
 EJ0203  USGS QUAD   -  MCALMONT (2017)
 EJ0203
 EJ0203                         *CURRENT SURVEY CONTROL
 EJ0203  ______________________________________________________________________
 EJ0203* NAD 83(1986) POSITION- 34 45 16.02   (N) 092 13 14.21   (W)   HD_HELD1
 EJ0203* NAVD 88 ORTHO HEIGHT -    79.856 (meters)      261.99  (feet) ADJUSTED
 EJ0203  ______________________________________________________________________
 EJ0203  GEOID HEIGHT    -        -26.664 (meters)                     GEOID18
 EJ0203  DYNAMIC HEIGHT  -         79.782 (meters)      261.75  (feet) COMP
 EJ0203  MODELED GRAVITY -    979,709.8   (mgal)                       NAVD 88
 EJ0203
 EJ0203  VERT ORDER      -  SECOND    CLASS 0
 EJ0203
 EJ0203.The horizontal coordinates were determined by differentially corrected
 EJ0203.hand held GPS observations or other comparable positioning techniques
 EJ0203.and have an estimated accuracy of +/- 3 meters.
 EJ0203
 EJ0203.The orthometric height was determined by differential leveling and
 EJ0203.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0203.in June 1991.
 EJ0203
 EJ0203.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0203.GEOID18 height accuracy estimate available here.
 EJ0203
 EJ0203.Click photographs - Photos may exist for this station.
 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     -   631,590.4     379,800.7     MT  (+/- 3 meters HH1 GPS) 
 EJ0203
 EJ0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7133246089(NAD 83)
 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
 EJ0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0203.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0203
 EJ0203_MARKER: DD = SURVEY DISK
 EJ0203_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0203_STAMPING: EGG STA. NO. 114 1934
 EJ0203_MARK LOGO: CGS+SS
 EJ0203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0203
 EJ0203  HISTORY     - Date     Condition        Report By
 EJ0203  HISTORY     - 1934     MONUMENTED       ARGS
 EJ0203  HISTORY     - 1962     GOOD             CGS
 EJ0203
 EJ0203                          STATION DESCRIPTION
 EJ0203
 EJ0203'DESCRIBED BY ARKANSAS 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 COAST AND GEODETIC SURVEY 1962
 EJ0203'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF2134 ***********************************************************************
 FF2134  DESIGNATION -  EGYPT
 FF2134  PID         -  FF2134
 FF2134  STATE/COUNTY-  AR/LAWRENCE
 FF2134  COUNTRY     -  US
 FF2134  USGS QUAD   -  PODO CREEK (2017)
 FF2134
 FF2134                         *CURRENT SURVEY CONTROL
 FF2134  ______________________________________________________________________
 FF2134* NAD 83(1997) POSITION- 35 53 07.43912(N) 090 56 43.57179(W)   ADJUSTED
 FF2134* NAVD 88 ORTHO HEIGHT -    77.    (meters)      253.    (feet) SCALED
 FF2134  ______________________________________________________________________
 FF2134  GEOID HEIGHT    -        -27.864 (meters)                     GEOID18
 FF2134  LAPLACE CORR    -          0.55  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF2134.GEOID18 height accuracy estimate available here.
 FF2134
 FF2134.Click photographs - Photos may exist for this station.
 FF2134
 FF2134.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF2134
 FF2134. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV8545273187(NAD 83)
 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(1995)-  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
 FF2134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2134.See file dsdata.pdf to determine how the superseded data were derived.
 FF2134
 FF2134_MARKER: DS = TRIANGULATION STATION DISK
 FF2134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2134_STAMPING: EGYPT 1954
 FF2134_MARK LOGO: CGS
 FF2134_PROJECTION: FLUSH
 FF2134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF2134+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DL0282 ***********************************************************************
 DL0282  DESIGNATION -  EL DORADO
 DL0282  PID         -  DL0282
 DL0282  STATE/COUNTY-  AR/UNION
 DL0282  COUNTRY     -  US
 DL0282  USGS QUAD   -  EL DORADO WEST (2017)
 DL0282
 DL0282                         *CURRENT SURVEY CONTROL
 DL0282  ______________________________________________________________________
 DL0282* NAD 83(1986) POSITION- 33 12 47.2    (N) 092 39 56.3    (W)   HD_HELD2
 DL0282* NAVD 88 ORTHO HEIGHT -    83.407 (meters)      273.64  (feet) ADJUSTED
 DL0282  ______________________________________________________________________
 DL0282  GEOID HEIGHT    -        -26.279 (meters)                     GEOID18
 DL0282  DYNAMIC HEIGHT  -         83.317 (meters)      273.35  (feet) COMP
 DL0282  MODELED GRAVITY -    979,561.6   (mgal)                       NAVD 88
 DL0282
 DL0282  VERT ORDER      -  SECOND    CLASS 0
 DL0282
 DL0282.The horizontal coordinates were established by autonomous hand held GPS
 DL0282.observations and have an estimated accuracy of +/- 10 meters.
 DL0282
 DL0282.The orthometric height was determined by differential leveling and
 DL0282.adjusted by the NATIONAL GEODETIC SURVEY
 DL0282.in June 1991.
 DL0282
 DL0282.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0282.GEOID18 height accuracy estimate available here.
 DL0282
 DL0282.Click photographs - Photos may exist for this station.
 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     -   460,811.      337,943.      MT  (+/- 10 meters HH2 GPS)
 DL0282
 DL0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS3115974962(NAD 83)
 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
 DL0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0282.See file dsdata.pdf to determine how the superseded data were derived.
 DL0282
 DL0282_MARKER: DB = BENCH MARK DISK
 DL0282_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL0282_SP_SET: FOUNDATION
 DL0282_STAMPING: EL DORADO 1934
 DL0282_MARK LOGO: CGS
 DL0282_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0282_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL0282+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2012
 DL0282
 DL0282  HISTORY     - Date     Condition        Report By
 DL0282  HISTORY     - 1934     MONUMENTED       CGS
 DL0282  HISTORY     - 1964     GOOD             CGS
 DL0282  HISTORY     - 20040926 GOOD             USPSQD
 DL0282  HISTORY     - 20090225 GOOD             ARHD
 DL0282  HISTORY     - 20120322 GOOD             GEOCAC
 DL0282  HISTORY     - 20220920 MARK NOT FOUND   ARHD
 DL0282
 DL0282                          STATION DESCRIPTION
 DL0282
 DL0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 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.
 DL0282
 DL0282                          STATION RECOVERY (2009)
 DL0282
 DL0282'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2009 (VJB)
 DL0282'STATION IS AT THE EL DORADO CITY HALL.
 DL0282
 DL0282                          STATION RECOVERY (2012)
 DL0282
 DL0282'RECOVERY NOTE BY GEOCACHING 2012 (JA)
 DL0282'RECOVERED IN GOOD CONDITION.
 DL0282
 DL0282                          STATION RECOVERY (2022)
 DL0282
 DL0282'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2022 (JH)
 DL0282'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL1611 ***********************************************************************
 DL1611  DESIGNATION -  EL DORADO
 DL1611  PID         -  DL1611
 DL1611  STATE/COUNTY-  AR/UNION
 DL1611  COUNTRY     -  US
 DL1611  USGS QUAD   -  EL DORADO WEST (2017)
 DL1611
 DL1611                         *CURRENT SURVEY CONTROL
 DL1611  ______________________________________________________________________
 DL1611* NAD 83(1997) POSITION- 33 12 34.91524(N) 092 39 56.33691(W)   ADJUSTED
 DL1611* NAVD 88 ORTHO HEIGHT -    79.    (meters)      259.    (feet) SCALED
 DL1611  ______________________________________________________________________
 DL1611  GEOID HEIGHT    -        -26.278 (meters)                     GEOID18
 DL1611  LAPLACE CORR    -          0.34  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1611.GEOID18 height accuracy estimate available here.
 DL1611
 DL1611.Click photographs - Photos may exist for this station.
 DL1611
 DL1611.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1611
 DL1611. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 DL1611:SPC AR S     -  BISHOP                                   237 18 49.2
 DL1611:UTM  15      -  BISHOP                                   236 45 28.7
 DL1611
 DL1611_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS3115974584(NAD 83)
 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(1993)-  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
 DL1611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1611.See file dsdata.pdf to determine how the superseded data were derived.
 DL1611
 DL1611_MARKER: DS = TRIANGULATION STATION DISK
 DL1611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1611_STAMPING: EL DORADO 1941
 DL1611_MARK LOGO: CGS
 DL1611_PROJECTION: FLUSH
 DL1611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1611+STABILITY: SURFACE MOTION
 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 INCO 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 = MARCH 20, 2026 22:17:28 EDT
 DL0238 ***********************************************************************
 DL0238  DESIGNATION -  EL DORADO BOLT
 DL0238  PID         -  DL0238
 DL0238  STATE/COUNTY-  AR/UNION
 DL0238  COUNTRY     -  US
 DL0238  USGS QUAD   -  CALION (2017)
 DL0238
 DL0238                         *CURRENT SURVEY CONTROL
 DL0238  ______________________________________________________________________
 DL0238* NAD 83(1986) POSITION- 33 20 21.     (N) 092 31 50.     (W)   SCALED
 DL0238* NAVD 88 ORTHO HEIGHT -    26.780 (meters)       87.86  (feet) ADJUSTED
 DL0238  ______________________________________________________________________
 DL0238  GEOID HEIGHT    -        -26.282 (meters)                     GEOID18
 DL0238  DYNAMIC HEIGHT  -         26.752 (meters)       87.77  (feet) COMP
 DL0238  MODELED GRAVITY -    979,579.7   (mgal)                       NAVD 88
 DL0238
 DL0238  VERT ORDER      -  SECOND    CLASS 0
 DL0238
 DL0238.The horizontal coordinates were scaled from a map and have
 DL0238.an estimated accuracy of +/- 6 seconds.
 DL0238
 DL0238.The orthometric height was determined by differential leveling and
 DL0238.adjusted by the NATIONAL GEODETIC SURVEY
 DL0238.in June 1991.
 DL0238
 DL0238.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0238.GEOID18 height accuracy estimate available here.
 DL0238
 DL0238.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS436889(NAD 83)
 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
 DL0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0238.See file dsdata.pdf to determine how the superseded data were derived.
 DL0238
 DL0238_MARKER: B = BOLT
 DL0238_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL0238_SP_SET: UNDERGROUND STONE
 DL0238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0238
 DL0238  HISTORY     - Date     Condition        Report By
 DL0238  HISTORY     - UNK      MONUMENTED       USACE
 DL0238  HISTORY     - 1960     MARK NOT FOUND   CGS
 DL0238  HISTORY     - 20110421 MARK NOT FOUND   ARHD
 DL0238
 DL0238                          STATION DESCRIPTION
 DL0238
 DL0238'DESCRIBED BY COAST AND 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.
 DL0238
 DL0238                          STATION RECOVERY (2011)
 DL0238
 DL0238'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (SES)
 DL0238'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL1357 ***********************************************************************
 DL1357  DESIGNATION -  EL DORADO LION OIL CO CONC STK
 DL1357  PID         -  DL1357
 DL1357  STATE/COUNTY-  AR/UNION
 DL1357  COUNTRY     -  US
 DL1357  USGS QUAD   -  EL DORADO WEST (2017)
 DL1357
 DL1357                         *CURRENT SURVEY CONTROL
 DL1357  ______________________________________________________________________
 DL1357* NAD 83(1997) POSITION- 33 11 58.31506(N) 092 40 25.59555(W)   ADJUSTED
 DL1357  ______________________________________________________________________
 DL1357  GEOID HEIGHT    -        -26.280 (meters)                     GEOID18
 DL1357  LAPLACE CORR    -          0.35  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1357.GEOID18 height accuracy estimate available here.
 DL1357
 DL1357.Click photographs - Photos may exist for this station.
 DL1357
 DL1357.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1357
 DL1357. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS3040573454(NAD 83)
 DL1357
 DL1357                          SUPERSEDED SURVEY CONTROL
 DL1357
 DL1357  NAD 83(1993)-  33 11 58.32393(N)    092 40 25.58823(W) AD(       ) 3
 DL1357  NAD 83(1986)-  33 11 58.32753(N)    092 40 25.58695(W) AD(       ) 3
 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
 DL1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1357.See file dsdata.pdf to determine how the superseded data were derived.
 DL1357
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1359 ***********************************************************************
 DL1359  DESIGNATION -  EL DORADO RM 1
 DL1359  PID         -  DL1359
 DL1359  STATE/COUNTY-  AR/UNION
 DL1359  COUNTRY     -  US
 DL1359  USGS QUAD   -  EL DORADO WEST (2017)
 DL1359
 DL1359                         *CURRENT SURVEY CONTROL
 DL1359  ______________________________________________________________________
 DL1359* NAD 83(1997) POSITION- 33 12 33.60285(N) 092 39 57.21667(W)   ADJUSTED
 DL1359* NAVD 88 ORTHO HEIGHT -    79.    (meters)      259.    (feet) SCALED
 DL1359  ______________________________________________________________________
 DL1359  GEOID HEIGHT    -        -26.278 (meters)                     GEOID18
 DL1359  LAPLACE CORR    -          0.34  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1359.GEOID18 height accuracy estimate available here.
 DL1359
 DL1359.Click photographs - Photos may exist for this station.
 DL1359
 DL1359.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1359
 DL1359. The following values were computed from the NAD 83(1997) position.
 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     -  EL DORADO ARK PWR CO RAD MAST            106 50 53.2
 DL1359:UTM  15      -  EL DORADO ARK PWR CO RAD MAST            106 17 32.7
 DL1359
 DL1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS3113674543(NAD 83)
 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(1993)-  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
 DL1359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1359.See file dsdata.pdf to determine how the superseded data were derived.
 DL1359
 DL1359_MARKER: DR = REFERENCE MARK DISK
 DL1359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1359_STAMPING: EL DORADO NO 1 1941
 DL1359_MARK LOGO: CGS
 DL1359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1359+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2816 ***********************************************************************
 EH2816  DESIGNATION -  ELAINE MISS R GRAIN COOP ELEV
 EH2816  PID         -  EH2816
 EH2816  STATE/COUNTY-  AR/PHILLIPS
 EH2816  COUNTRY     -  US
 EH2816  USGS QUAD   -  ELAINE (2017)
 EH2816
 EH2816                         *CURRENT SURVEY CONTROL
 EH2816  ______________________________________________________________________
 EH2816* NAD 83(1997) POSITION- 34 19 00.04257(N) 090 50 56.10582(W)   ADJUSTED
 EH2816  ______________________________________________________________________
 EH2816  GEOID HEIGHT    -        -26.868 (meters)                     GEOID18
 EH2816  LAPLACE CORR    -         -0.28  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2816.GEOID18 height accuracy estimate available here.
 EH2816
 EH2816.Click photographs - Photos may exist for this station.
 EH2816
 EH2816.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2816
 EH2816. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT9792499364(NAD 83)
 EH2816
 EH2816                          SUPERSEDED SURVEY CONTROL
 EH2816
 EH2816  NAD 83(1993)-  34 19 00.04373(N)    090 50 56.10527(W) AD(       ) 3
 EH2816  NAD 83(1986)-  34 19 00.05145(N)    090 50 56.10206(W) AD(       ) 3
 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
 EH2816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2816.See file dsdata.pdf to determine how the superseded data were derived.
 EH2816
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1680 ***********************************************************************
 FG1680  DESIGNATION -  ELBERTA
 FG1680  PID         -  FG1680
 FG1680  STATE/COUNTY-  AR/SEARCY
 FG1680  COUNTRY     -  US
 FG1680  USGS QUAD   -  OXLEY (2017)
 FG1680
 FG1680                         *CURRENT SURVEY CONTROL
 FG1680  ______________________________________________________________________
 FG1680* NAD 83(1997) POSITION- 35 49 32.93159(N) 092 29 12.50811(W)   ADJUSTED
 FG1680* NAVD 88 ORTHO HEIGHT -   536.    (meters)     1759.    (feet) SCALED
 FG1680  ______________________________________________________________________
 FG1680  GEOID HEIGHT    -        -27.876 (meters)                     GEOID18
 FG1680  LAPLACE CORR    -          1.25  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1680.GEOID18 height accuracy estimate available here.
 FG1680
 FG1680.Click photographs - Photos may exist for this station.
 FG1680
 FG1680.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1680
 FG1680. The following values were computed from the NAD 83(1997) position.
 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     -   0.99992023  x   0.99994479  =   0.99986503
 FG1680!UTM  15      -   0.99992023  x   0.99962648  =   0.99954674
 FG1680
 FG1680:                Primary Azimuth Mark                     Grid Az
 FG1680:SPC AR N     -  RED                                      193 49 32.9
 FG1680:UTM  15      -  RED                                      193 14 31.7
 FG1680
 FG1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV4635464750(NAD 83)
 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
 FG1680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1680.See file dsdata.pdf to determine how the superseded data were derived.
 FG1680
 FG1680_MARKER: DS = TRIANGULATION STATION DISK
 FG1680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1680_STAMPING: ELBERTA 1954
 FG1680_MARK LOGO: CGS
 FG1680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1680+STABILITY: SURFACE MOTION
 FG1680
 FG1680  HISTORY     - Date     Condition        Report By
 FG1680  HISTORY     - 1954     MONUMENTED       CGS
 FG1680  HISTORY     - 20080502 POOR             NGS
 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.
 FG1680
 FG1680                          STATION RECOVERY (2008)
 FG1680
 FG1680'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2008 (JBW)
 FG1680'STATION AND RM1 DESTROYED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 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  COUNTRY     -  US
 DL1605  USGS QUAD   -  NEWELL (2017)
 DL1605
 DL1605                         *CURRENT SURVEY CONTROL
 DL1605  ______________________________________________________________________
 DL1605* NAD 83(2011) POSITION- 33 13 26.17100(N) 092 48 25.45685(W)   ADJUSTED
 DL1605* NAD 83(2011) ELLIP HT-    49.942 (meters)        (06/27/12)   ADJUSTED
 DL1605* NAD 83(2011) EPOCH   -  2010.00
 DL1605* NAVD 88 ORTHO HEIGHT -    76.24  (meters)      250.1   (feet) GPS OBS
 DL1605  ______________________________________________________________________
 DL1605  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DL1605  GEOID HEIGHT    -        -26.237 (meters)                     GEOID99
 DL1605  GEOID HEIGHT    -        -26.296 (meters)                     GEOID18
 DL1605  NAD 83(2011) X  -   -261,562.523 (meters)                     COMP
 DL1605  NAD 83(2011) Y  - -5,334,540.644 (meters)                     COMP
 DL1605  NAD 83(2011) Z  -  3,474,788.732 (meters)                     COMP
 DL1605  LAPLACE CORR    -          0.02  (seconds)                    DEFLEC18
 DL1605
 DL1605  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL1605  Standards:
 DL1605         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL1605            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL1605  -------------------------------------------------------------------
 DL1605  NETWORK    0.43   2.49           0.19   0.16   1.27     -0.02747006
 DL1605  -------------------------------------------------------------------
 DL1605  Click here for local accuracies and other accuracy information.
 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 June 2012.
 DL1605
 DL1605.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL1605.been affixed to the stable North American tectonic plate. See 
 DL1605.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL1605
 DL1605.The horizontal coordinates are valid at the epoch date displayed above
 DL1605.which is a decimal equivalence of Year/Month/Day.
 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 published vertical control network.
 DL1605
 DL1605.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1605.GEOID18 height accuracy estimate available here.
 DL1605
 DL1605.Click photographs - Photos may exist for this station.
 DL1605
 DL1605.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL1605
 DL1605.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1605
 DL1605.The ellipsoidal height was determined by GPS observations
 DL1605.and is referenced to NAD 83.
 DL1605
 DL1605. The following values were computed from the NAD 83(2011) position.
 DL1605
 DL1605;                    North         East     Units Scale Factor Converg.
 DL1605;SPC AR S     -   462,105.987   324,767.143   MT  1.00001773   -0 27 06.2
 DL1605;SPC AR S     - 1,516,092.73  1,065,506.87   sFT  1.00001773   -0 27 06.2
 DL1605;UTM  15      - 3,676,129.583   517,976.938   MT  0.99960398   +0 06 20.6
 DL1605
 DL1605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1605!SPC AR S     -   0.99999216  x   1.00001773  =   1.00000989
 DL1605!UTM  15      -   0.99999216  x   0.99960398  =   0.99959614
 DL1605
 DL1605:                Primary Azimuth Mark                     Grid Az
 DL1605:SPC AR S     -  ELD ARP                                  242 51 47.8
 DL1605:UTM  15      -  ELD ARP                                  242 18 21.0
 DL1605
 DL1605_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS1797676129(NAD 83)
 DL1605
 DL1605|---------------------------------------------------------------------|
 DL1605| PID    Reference Object                     Distance      Geod. Az  |
 DL1605|                                                           dddmmss.s |
 DL1605| DL1606 ELD ARP                             APPROX. 0.8 KM 2422441.6 |
 DL1605|---------------------------------------------------------------------|
 DL1605
 DL1605                          SUPERSEDED SURVEY CONTROL
 DL1605
 DL1605  NAD 83(2007)-  33 13 26.17114(N)    092 48 25.45770(W) AD(2002.00) 0
 DL1605  ELLIP H (02/10/07)   49.962  (m)                       GP(2002.00)    
 DL1605  NAD 83(1997)-  33 13 26.17091(N)    092 48 25.45761(W) AD(       ) 1
 DL1605  ELLIP H (01/29/02)   49.973  (m)                       GP(       ) 5 1
 DL1605  NAD 83(1997)-  33 13 26.17198(N)    092 48 25.45560(W) AD(       ) 2
 DL1605  ELLIP H (09/14/99)   50.054  (m)                       GP(       ) 4 1
 DL1605  NAD 83(1993)-  33 13 26.17783(N)    092 48 25.44952(W) AD(       ) 2
 DL1605  NAD 83(1992)-  33 13 26.18311(N)    092 48 25.44367(W) AD(       ) 2
 DL1605  NGVD 29              76.27   (m)          250.2    (f) LEVELING    3  
 DL1605
 DL1605.Superseded values are not recommended for survey control.
 DL1605
 DL1605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1605.See file dsdata.pdf to determine how the superseded data were derived.
 DL1605
 DL1605_MARKER: DT = TOPOGRAPHIC STATION DISK
 DL1605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1605_STAMPING: AP 1963-67 STA A
 DL1605_MARK LOGO: CGS
 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       CGS
 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 COAST AND GEODETIC SURVEY 1967
 DL1605'THE STATION IS LOCATED ON GOODWIN FIELD APPROXIMATELY 8.5 MI (13.7 KM)
 DL1605'WEST OF EL DORADO.
 DL1605'
 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 CROSS
 DL1605'RUNWAY 4-22 TO STATION.
 DL1605'
 DL1605'THE STATION IS APPROXIMATELY 150 FT (45.7 M) SOUTHWEST OF RUNWAY 22,
 DL1605'125.1 FT (38.1 M) NORTHWEST OF THE CENTERLINE, 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'
 DL1605'THE STATION IS A NOS DISK STAMPED AP 1963-67 STA A AND IS .5 FT
 DL1605'(15.2 CM) BELOW GROUND LEVEL.  ACCESS TO THE AIRPORT MUST BE ARRANGED
 DL1605'THROUGH MR. GARY F. HARRELL, AIRPORT MANAGER, GOODWIN FIELD, 4186
 DL1605'AIRPORT DRIVE, EL DORADO, 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) SOUTHWEST OF THE NORTH
 DL1605'END OF RWY 4-22, 125.1 FT (38.1 M) NORTHWEST OF THE OLD CENTERLINE END
 DL1605'OF RWY 22, AND 50.2 FT (15.3 M) NORTHWEST OF THE NORTHWEST EDGE OF RWY
 DL1605'4-22.
 DL1605'
 DL1605'THE STATION IS A STANDARD TOPOGRAPHIC DISK SET IN THE TOP OF A 8 INCH
 DL1605'SQUARE CONCRETE POST WHICH IS 0.5 BELOW THE GROUND AND STAMPED AP
 DL1605'1963-67 STA A.  THE OF THE ORIGINAL MONUMENT WAS BROKEN OFF TO ABOUT 6
 DL1605'IN BELOW THE GROUND AND A NEW MONUMENT WAS SET USING THE CENTER OF THE
 DL1605'REMAINING PORTION 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'THIS STATION HAS BEEN DESIGNATED AS A SECONDARY AIRPORT CONTROL
 DL1605'STATION (SACS).
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1606 ***********************************************************************
 DL1606  SACS        -  This is a Secondary Airport Control Station.
 DL1606  DESIGNATION -  ELD ARP
 DL1606  PID         -  DL1606
 DL1606  STATE/COUNTY-  AR/UNION
 DL1606  COUNTRY     -  US
 DL1606  USGS QUAD   -  NEWELL (2017)
 DL1606
 DL1606                         *CURRENT SURVEY CONTROL
 DL1606  ______________________________________________________________________
 DL1606* NAD 83(2011) POSITION- 33 13 14.43119(N) 092 48 52.18542(W)   ADJUSTED
 DL1606* NAD 83(2011) ELLIP HT-    50.573 (meters)        (06/27/12)   ADJUSTED
 DL1606* NAD 83(2011) EPOCH   -  2010.00
 DL1606* NAVD 88 ORTHO HEIGHT -    76.88  (meters)      252.2   (feet) GPS OBS
 DL1606  ______________________________________________________________________
 DL1606  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DL1606  GEOID HEIGHT    -        -26.238 (meters)                     GEOID99
 DL1606  GEOID HEIGHT    -        -26.297 (meters)                     GEOID18
 DL1606  NAD 83(2011) X  -   -262,263.547 (meters)                     COMP
 DL1606  NAD 83(2011) Y  - -5,334,705.155 (meters)                     COMP
 DL1606  NAD 83(2011) Z  -  3,474,486.512 (meters)                     COMP
 DL1606  LAPLACE CORR    -          0.05  (seconds)                    DEFLEC18
 DL1606
 DL1606  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL1606  Standards:
 DL1606         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL1606            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL1606  -------------------------------------------------------------------
 DL1606  NETWORK    0.28   2.39           0.12   0.11   1.22     -0.09347920
 DL1606  -------------------------------------------------------------------
 DL1606  Click here for local accuracies and other accuracy information.
 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 June 2012.
 DL1606
 DL1606.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL1606.been affixed to the stable North American tectonic plate. See 
 DL1606.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL1606
 DL1606.The horizontal coordinates are valid at the epoch date displayed above
 DL1606.which is a decimal equivalence of Year/Month/Day.
 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 published vertical control network.
 DL1606
 DL1606.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1606.GEOID18 height accuracy estimate available here.
 DL1606
 DL1606.Click photographs - Photos may exist 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 DEFLEC18 derived deflections.
 DL1606
 DL1606.The ellipsoidal height was determined by GPS observations
 DL1606.and is referenced to NAD 83.
 DL1606
 DL1606. The following values were computed from the NAD 83(2011) position.
 DL1606
 DL1606;                    North         East     Units Scale Factor Converg.
 DL1606;SPC AR S     -   461,749.794   324,072.180   MT  1.00001853   -0 27 21.1
 DL1606;SPC AR S     - 1,514,924.12  1,063,226.81   sFT  1.00001853   -0 27 21.1
 DL1606;UTM  15      - 3,675,766.796   517,285.760   MT  0.99960368   +0 06 05.9
 DL1606
 DL1606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1606!SPC AR S     -   0.99999206  x   1.00001853  =   1.00001059
 DL1606!UTM  15      -   0.99999206  x   0.99960368  =   0.99959574
 DL1606
 DL1606:                Primary Azimuth Mark                     Grid Az
 DL1606:SPC AR S     -  ELD AP STA A                             062 51 48.0
 DL1606:UTM  15      -  ELD AP STA A                             062 18 21.0
 DL1606
 DL1606_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS1728575766(NAD 83)
 DL1606
 DL1606|---------------------------------------------------------------------|
 DL1606| PID    Reference Object                     Distance      Geod. Az  |
 DL1606|                                                           dddmmss.s |
 DL1606| DL1605 ELD AP STA A                        APPROX. 0.8 KM 0622426.9 |
 DL1606|---------------------------------------------------------------------|
 DL1606
 DL1606                          SUPERSEDED SURVEY CONTROL
 DL1606
 DL1606  NAD 83(2007)-  33 13 14.43133(N)    092 48 52.18627(W) AD(2002.00) 0
 DL1606  ELLIP H (02/10/07)   50.593  (m)                       GP(2002.00)    
 DL1606  NAD 83(1997)-  33 13 14.43115(N)    092 48 52.18633(W) AD(       ) 1
 DL1606  ELLIP H (01/29/02)   50.606  (m)                       GP(       ) 5 1
 DL1606  NAD 83(1997)-  33 13 14.43237(N)    092 48 52.18450(W) AD(       ) 2
 DL1606  ELLIP H (09/14/99)   50.690  (m)                       GP(       ) 4 1
 DL1606  NAD 83(1993)-  33 13 14.43821(N)    092 48 52.17843(W) AD(       ) 2
 DL1606  NAD 83(1992)-  33 13 14.44350(N)    092 48 52.17257(W) AD(       ) 2
 DL1606  NGVD 29              76.93   (m)          252.4    (f) LEVELING    3  
 DL1606
 DL1606.Superseded values are not recommended for survey control.
 DL1606
 DL1606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1606.See file dsdata.pdf to determine how the superseded data were derived.
 DL1606
 DL1606_MARKER: DT = TOPOGRAPHIC STATION DISK
 DL1606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1606_STAMPING: ARP 1963
 DL1606_MARK LOGO: CGS
 DL1606_PROJECTION: FLUSH
 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 = MARCH 20, 2026 22:17:28 EDT
 AJ7435 ***********************************************************************
 AJ7435  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ7435  PACS        -  This is a Primary Airport Control Station.
 AJ7435  DESIGNATION -  ELD C
 AJ7435  PID         -  AJ7435
 AJ7435  STATE/COUNTY-  AR/UNION
 AJ7435  COUNTRY     -  US
 AJ7435  USGS QUAD   -  NEWELL (2017)
 AJ7435
 AJ7435                         *CURRENT SURVEY CONTROL
 AJ7435  ______________________________________________________________________
 AJ7435* NAD 83(2011) POSITION- 33 13 00.41459(N) 092 48 49.70556(W)   ADJUSTED
 AJ7435* NAD 83(2011) ELLIP HT-    52.121 (meters)        (06/27/12)   ADJUSTED
 AJ7435* NAD 83(2011) EPOCH   -  2010.00
 AJ7435* NAVD 88 ORTHO HEIGHT -    78.43  (meters)      257.3   (feet) GPS OBS
 AJ7435  ______________________________________________________________________
 AJ7435  GEOID HEIGHT    -        -26.297 (meters)                     GEOID18
 AJ7435  NAD 83(2011) X  -   -262,211.086 (meters)                     COMP
 AJ7435  NAD 83(2011) Y  - -5,334,945.885 (meters)                     COMP
 AJ7435  NAD 83(2011) Z  -  3,474,126.102 (meters)                     COMP
 AJ7435  LAPLACE CORR    -          0.06  (seconds)                    DEFLEC18
 AJ7435
 AJ7435  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ7435  Standards:
 AJ7435         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ7435            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ7435  -------------------------------------------------------------------
 AJ7435  NETWORK    0.17   1.33           0.07   0.07   0.68      0.00664082
 AJ7435  -------------------------------------------------------------------
 AJ7435  Click here for local accuracies and other accuracy information.
 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 June 2012.
 AJ7435
 AJ7435.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ7435.been affixed to the stable North American tectonic plate. See 
 AJ7435.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AJ7435
 AJ7435.The horizontal coordinates are valid at the epoch date displayed above
 AJ7435.which is a decimal equivalence of Year/Month/Day.
 AJ7435
 AJ7435.The orthometric height was determined by GPS observations and a
 AJ7435.high-resolution geoid model.
 AJ7435
 AJ7435.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ7435.GEOID18 height accuracy estimate available here.
 AJ7435
 AJ7435.Click photographs - Photos may exist 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 DEFLEC18 derived deflections.
 AJ7435
 AJ7435.The ellipsoidal height was determined by GPS observations
 AJ7435.and is referenced to NAD 83.
 AJ7435
 AJ7435. The following values were computed from the NAD 83(2011) position.
 AJ7435
 AJ7435;                    North         East     Units Scale Factor Converg.
 AJ7435;SPC AR S     -   461,317.467   324,132.961   MT  1.00001949   -0 27 19.7
 AJ7435;SPC AR S     - 1,513,505.72  1,063,426.22   sFT  1.00001949   -0 27 19.7
 AJ7435;UTM  15      - 3,675,335.261   517,350.718   MT  0.99960371   +0 06 07.2
 AJ7435
 AJ7435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7435!SPC AR S     -   0.99999182  x   1.00001949  =   1.00001131
 AJ7435!UTM  15      -   0.99999182  x   0.99960371  =   0.99959553
 AJ7435
 AJ7435:                Primary Azimuth Mark                     Grid Az
 AJ7435:SPC AR S     -  ELD ARP                                  351 59 50.0
 AJ7435:UTM  15      -  ELD ARP                                  351 26 23.1
 AJ7435
 AJ7435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS1735075335(NAD 83)
 AJ7435
 AJ7435|---------------------------------------------------------------------|
 AJ7435| PID    Reference Object                     Distance      Geod. Az  |
 AJ7435|                                                           dddmmss.s |
 AJ7435| DL1606 ELD ARP                             436.570 METERS 3513230.3 |
 AJ7435|---------------------------------------------------------------------|
 AJ7435
 AJ7435                          SUPERSEDED SURVEY CONTROL
 AJ7435
 AJ7435  NAD 83(2007)-  33 13 00.41473(N)    092 48 49.70642(W) AD(2002.00) 0
 AJ7435  ELLIP H (02/10/07)   52.140  (m)                       GP(2002.00)    
 AJ7435  NAD 83(1997)-  33 13 00.41451(N)    092 48 49.70634(W) AD(       ) B
 AJ7435  ELLIP H (01/29/02)   52.156  (m)                       GP(       ) 4 1
 AJ7435  NAVD 88 (01/29/02)   78.43   (m)  GEOID99  model used  GPS OBS        
 AJ7435
 AJ7435.Superseded values are not recommended for survey control.
 AJ7435
 AJ7435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7435.See file dsdata.pdf to determine how the superseded data were derived.
 AJ7435
 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 - January 01, 2023
 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  HISTORY     - 20220922 GOOD             ARHD
 AJ7435  HISTORY     - 20230101 GOOD             MDSHA
 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 SOUTHWEST
 AJ7435'OF THE JUNCTION OF TAXIWAYS A AND B.  AIRPORT MANAGER GARY F. HARRELL,
 AJ7435'GOODWIN FIELD, 4186 AIRPORT DRIVE, EL DORADO, ARKANSAS, 71730.  PHONE
 AJ7435'(501)  863-7671.
 AJ7435'
 AJ7435'TO REACH THE STATION FROM THE TERMINAL AT THE AIRPORT.  ENTER THE GATE
 AJ7435'ON THE EAST SIDE OF THE TERMINAL AND PROCEED NORTH FOR 0.14 MILE TO
 AJ7435'TAXIWAY A.  TURN LEFT (WEST) AND CONTINUE WEST AND SOUTHWEST ON
 AJ7435'TAXIWAY A FOR 0.2 MILE TO THE STATION ON THE RIGHT, JUST SOUTHWEST OF
 AJ7435'TAXIWAY B.
 AJ7435'
 AJ7435'THE STATION IS 98.3 FT SOUTH-SOUTHWEST OF THE CENTERLINE OF TAXIWAY B
 AJ7435'AT THE HOLD BAR.  88.2 FEET NORTH-NORTHWEST OF THE CENTERLINE OF
 AJ7435'TAXIWAY A.  2.1 FT SOUTH-SOUTHEAST OF A CARSONITE WITNESS POST.  IT IS
 AJ7435'THE TOP CENTER OF A STAINLESS STEEL ROD IN FLANGE ENCASED ON A PVC
 AJ7435'PIPE WITH LOGO CAP SURROUNDED WITH CONCRETE, SET TO REFUSAL AT 4.05
 AJ7435'METERS.
 AJ7435'
 AJ7435'THIS STATION HAS BEEN DESIGNATED AS THE PRIMARY AIRPORT CONTROL
 AJ7435'STATION, (PACS).
 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).
 AJ7435
 AJ7435                          STATION RECOVERY (2022)
 AJ7435
 AJ7435'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2022 (JDH)
 AJ7435'RECOVERED AS DESCRIBED.  NOT LEVELED TO.
 AJ7435
 AJ7435                          STATION RECOVERY (2023)
 AJ7435
 AJ7435'RECOVERY NOTE BY MARYLAND DOT HIGHWAY ADMINISTRATION 2023 (JDH)
 AJ7435'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0204 ***********************************************************************
 EJ0204  DESIGNATION -  ELK
 EJ0204  PID         -  EJ0204
 EJ0204  STATE/COUNTY-  AR/PULASKI
 EJ0204  COUNTRY     -  US
 EJ0204  USGS QUAD   -  SWEET HOME (2017)
 EJ0204
 EJ0204                         *CURRENT SURVEY CONTROL
 EJ0204  ______________________________________________________________________
 EJ0204* NAD 83(1986) POSITION- 34 44 41.87   (N) 092 11 42.63   (W)   HD_HELD1
 EJ0204* NAVD 88 ORTHO HEIGHT -    76.210 (meters)      250.03  (feet) ADJUSTED
 EJ0204  ______________________________________________________________________
 EJ0204  GEOID HEIGHT    -        -26.642 (meters)                     GEOID18
 EJ0204  DYNAMIC HEIGHT  -         76.139 (meters)      249.80  (feet) COMP
 EJ0204  MODELED GRAVITY -    979,706.8   (mgal)                       NAVD 88
 EJ0204
 EJ0204  VERT ORDER      -  SECOND    CLASS 0
 EJ0204
 EJ0204.The horizontal coordinates were determined by differentially corrected
 EJ0204.hand held GPS observations or other comparable positioning techniques
 EJ0204.and have an estimated accuracy of +/- 3 meters.
 EJ0204
 EJ0204.The orthometric height was determined by differential leveling and
 EJ0204.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0204.in June 1991.
 EJ0204
 EJ0204.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0204.GEOID18 height accuracy estimate available here.
 EJ0204
 EJ0204.Click photographs - Photos may exist for this station.
 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     -   630,533.3     382,127.8     MT  (+/- 3 meters HH1 GPS) 
 EJ0204
 EJ0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7366945056(NAD 83)
 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
 EJ0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0204.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0204
 EJ0204_MARKER: DD = SURVEY DISK
 EJ0204_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0204_STAMPING: ELK 113 1934
 EJ0204_MARK LOGO: CGS+SS
 EJ0204_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0204
 EJ0204  HISTORY     - Date     Condition        Report By
 EJ0204  HISTORY     - 1934     MONUMENTED       ARGS
 EJ0204  HISTORY     - 1940     GOOD             CGS
 EJ0204
 EJ0204                          STATION DESCRIPTION
 EJ0204
 EJ0204'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EH2610 ***********************************************************************
 EH2610  DESIGNATION -  ELLEN
 EH2610  PID         -  EH2610
 EH2610  STATE/COUNTY-  AR/PHILLIPS
 EH2610  COUNTRY     -  US
 EH2610  USGS QUAD   -  MOON LAKE (2018)
 EH2610
 EH2610                         *CURRENT SURVEY CONTROL
 EH2610  ______________________________________________________________________
 EH2610* NAD 83(1997) POSITION- 34 25 37.41860(N) 090 35 42.84759(W)   ADJUSTED
 EH2610* NAD 83(1997) ELLIP HT-    35.394 (meters)        (09/24/01)   ADJUSTED
 EH2610* NAVD 88 ORTHO HEIGHT -    62.399 (meters)      204.72  (feet) ADJUSTED
 EH2610  ______________________________________________________________________
 EH2610  GEOID HEIGHT    -        -26.947 (meters)                     GEOID18
 EH2610  NAD 83(1997) X  -    -54,713.298 (meters)                     COMP
 EH2610  NAD 83(1997) Y  - -5,266,366.981 (meters)                     COMP
 EH2610  NAD 83(1997) Z  -  3,585,640.856 (meters)                     COMP
 EH2610  LAPLACE CORR    -          0.81  (seconds)                    DEFLEC18
 EH2610  DYNAMIC HEIGHT  -         62.339 (meters)      204.52  (feet) COMP
 EH2610  MODELED GRAVITY -    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 and
 EH2610.adjusted by the NATIONAL GEODETIC SURVEY
 EH2610.in June 1991.
 EH2610
 EH2610.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2610.GEOID18 height accuracy estimate available here.
 EH2610
 EH2610.Click photographs - Photos may exist for this station.
 EH2610
 EH2610.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH2610
 EH2610.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2610
 EH2610.The ellipsoidal height was determined by GPS observations
 EH2610.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 EH2610:SPC AR S     -  ELLEN AZ MK                              218 03 46.1
 EH2610:SPC MS W     -  ELLEN AZ MK                              218 59 49.5
 EH2610:UTM  15      -  ELLEN AZ MK                              217 29 20.1
 EH2610
 EH2610_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU2098012131(NAD 83)
 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)   35.600  (m)                       GP(       ) 4 1
 EH2610  NAD 83(1993)-  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              62.44   (m)          204.9    (f) LEVELING    3  
 EH2610  NGVD 29 (07/19/86)   62.5    (m)          205.     (f) VERT ANG       
 EH2610  NGVD 29 (11/26/84)   62.435  (m)          204.84   (f) ADJUSTED    1 2
 EH2610
 EH2610.Superseded values are not recommended for survey control.
 EH2610
 EH2610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2610.See file dsdata.pdf to determine how the superseded data were derived.
 EH2610
 EH2610_MARKER: DH = HORIZONTAL CONTROL DISK
 EH2610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 HELENA,
 EH2610'AR, 7.2 KILOMETERS (4-1/2 MI) NORTH-NORTHEAST OF FRIARS POINT, MS AND
 EH2610'ATOP THE WEST LEVEE OF THE MISSISSIPPI RIVER.  IT IS ON PROPERTY
 EH2610'CONTROLLED BY COTTON BELT LEVEE DISTRICT NO. 1.  PERMISSION WAS
 EH2610'OBTAINED FROM MR. J.C. FRAZIER, CHIEF ENGINEER, P.O. BOX 236, HELENA,
 EH2610'AR 72342. TELEPHONE 501-338-3776.
 EH2610'
 EH2610'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 49 AND STATE
 EH2610'HIGHWAYS 44 AND 20, AT THE SOUTH EDGE OF HELENA, GO SOUTH ON STATE
 EH2610'HIGHWAY 20 FOR 6.3 MILES (10.14 KM) TO THE JUNCTION OF STATE HIGHWAY
 EH2610'20 SPUR.  TURN LEFT AND GO SOUTHEASTERLY ON THE SPUR HIGHWAY FOR 2.0
 EH2610'MILES (3.2 KM) TO THE TOP OF A LEVEE.  TURN LEFT AND GO NORTHEASTERLY
 EH2610'ALONG THE TOP OF THE LEVEE FOR 3.35 MILES (5.39 KM) TO MILEPOST 9/10,
 EH2610'THE AZIMUTH MARK AND BENCH MARK G 220 ON THE LEFT.  CONTINUE NORTHERLY
 EH2610'ATOP THE LEVEE FOR 0.7 MILE (1.1 KM) TO THE STATION ON THE RIGHT.
 EH2610'
 EH2610'THE STATION IS A STANDARD NGS DISK STAMPED ---ELLEN 1980---, SET INTO
 EH2610'THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH
 EH2610'GROUND.  IT IS LOCATED 4.4 METERS EAST FROM THE CENTER OF THE LEVEE
 EH2610'ROAD AND 1.7 METERS NORTH FROM A METAL WITNESS POST.  THE UNDERGROUND
 EH2610'MARK IS A STANDARD NGS DISK STAMPED ---ELLEN 1980---, SET INTO AN
 EH2610'IRREGULAR MASS OF CONCRETE 1.0 METER BELOW GROUND.
 EH2610'
 EH2610'REFERENCE MARK NUMBER 01 IS A STANDARD NGS DISK STAMPED
 EH2610'---ELLEN NO 1 1980---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 EH2610'30 CM IN DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 4.0 METERS EAST
 EH2610'FROM THE CENTER OF THE LEVEE ROAD AND 1.21 METERS NORTH-NORTHWEST FROM
 EH2610'A METAL WITNESS POST.  MARK IS LEVEL WITH STATION.
 EH2610'
 EH2610'REFERENCE MARK NUMBER 02 IS A STANDARD NGS DISK STAMPED
 EH2610'---ELLEN NO 2 1980---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 EH2610'30 CM IN DIAMETER WITH GROUND.  IT IS LOCATED 3.3 METERS NORTHWEST
 EH2610'FROM THE CENTER OF THE LEVEE ROAD AND 1.1 METERS SOUTH FROM A METAL
 EH2610'WITNESS POST.  MARK IS LEVEL WITH STATION.
 EH2610'
 EH2610'AZIMUTH MARK NUMBER 01 IS A STANDARD NGS DISK STAMPED
 EH2610'---ELLEN 1980---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM
 EH2610'IN DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 4.8 METERS NORTH FROM
 EH2610'THE CENTER OF THE LEVEE ROAD AND 1.2 METERS EAST FROM A METAL WITNESS
 EH2610'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, PHONE
 EH2610'501-338-3438.
 EH2610'
 EH2610'TO REACH FROM THE JUNCTION OF US HIGHWAY 49 AND STATE HIGHWAYS 20 AND
 EH2610'44 AT THE SOUTH EDGE OF HELENA, GO SOUTH ON HIGHWAYS 20 AND 44, 0.32
 EH2610'KM (0.2 MI) TO A PAVED ROAD RIGHT.  CONTINUE AHEAD ON HIGHWAY 20 FOR
 EH2610'9.75 KM (6.0 MI) TO ITS JUNCTION WITH STATE HIGHWAY 20 SPUR ON THE
 EH2610'LEFT.  TURN LEFT, SOUTHEAST, ON HIGHWAY 20 SPUR FOR 3.1 KM (1.95 MI)
 EH2610'TO ITS JUNCTION WITH THE LEVEE ROAD.  TURN LEFT, NORTHEAST, ON THE
 EH2610'LEVEE ROAD FOR 5.3 KM (3.3 NI) TO MILEPOST 9/10 AND AZIMUTH MARK 2 ON
 EH2610'THE LEFT.  CONTINUE AHEAD FOR 1.1 KM (0.7 MI) TO A CURVE LEFT JUST
 EH2610'PAST LEVEE RAMPS, A WIDE SPOT AND THE STATION ON THE RIGHT.
 EH2610'
 EH2610'STATION MARK IS 2 CM BELOW GROUND, 43 METERS NORTH-NORTHEAST OF THE
 EH2610'EAST RAMP, 35 METERS NORTH-NORTHEAST OF THE RAMP LEADING NORTH, 4.7
 EH2610'METERS SOUTHEAST OF THE ROAD CENTER, AND ON THE EXTENDED TANGENTS OF
 EH2610'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 IS
 EH2610'3.8 METERS EAST OF THE ROAD CENTER, AND 40 METERS NORTHEAST OF THE
 EH2610'JUNCTION OF THE EAST RAMP AND THE LEVEE ROAD.
 EH2610'
 EH2610'AZIMUTH MARK  2, A BENCH MARK DISK STAMPED ---G 220 1976---, IS SET ON
 EH2610'THE TOP OF A METAL ROD INSIDE A PCV PIPE.  IT IS 5.5 METERS NORTHWEST
 EH2610'OF THE ROAD  CENTER, 0.5 METER LOWER THAN THE ROAD AND 0.4 METERS
 EH2610'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.  RECOVERED IN GOOD CONDITION.
 EH2610'NEW DESCRIPTION AS FOLLOWS.  12.2 KM (7.55 MI) SOUTHERLY ALONG THE
 EH2610'LEVEE FROM THE EAST END OF PERRY STREET IN HELENA, AT A TRIANGULAR
 EH2610'SHAPED WIDE SPOT ON THE LEVEE, 0.4 KM (0.25 MI) SOUTH OF BENCH MARK F
 EH2610'220, 0.96 KM (0.6 MI) SOUTH OF A CATTLE GUARD, AND 4.4 METERS
 EH2610'(14.4 FT) EAST OF THE APPROXIMATE CENTER OF THE LEVEE ROAD.  THE MARK
 EH2610'IS ABOUT LEVEL WITH TOP OF LEVEE.  THE MARK IS 0.31 METERS  N FROM A
 EH2610'WITNESS POST.
 EH2610
 EH2610                          STATION RECOVERY (1990)
 EH2610
 EH2610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 EH2610'THE STATION WAS RECOVERED IN GOOD CONDITION.  STATION WAS RECOVERED IN
 EH2610'GOOD CONDITION.  NO OTHER MARKS SEARCHED FOR.  STATION IS LOCATED
 EH2610'ABOUT 11.3 KM (7.0 MI) SOUTH OF HELENA, 7.2 KM (4.5 MI)
 EH2610'NORTH-NORTHWEST OF FRIARS POINT, ON THE WEST LEVEE OF THE MISSISSIPPI
 EH2610'RIVER.  OWNERSHIP-COTTON BELT LEVEE DISTRICT. CONTACT IS CHIEF
 EH2610'ENGINEER J.C.FRAZIER, P.O.BOX 236, HELENA AR. 72342.  PHONE IS
 EH2610'501-338-3776.
 EH2610'
 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 FOR
 EH2610'1.0 KM (0.6 MI) TO AN IRON GATE, PASS THROUGH THE GATE AND CONTINUE
 EH2610'AHEAD NORTHEASTERLY 0.88 KM (0.55 MI) TO A CATTLE GUARD AND BARB WIRE
 EH2610'GATE, THEN CONTINUE AHEAD ALONG TOP OF THE LEVEE FOR 0.88 KM (0.55 MI)
 EH2610'TO A CURVE LEFT, TO THE NORTH, AND THE STATION ON THE RIGHT AT A WIDE
 EH2610'GRASSY SPOT AS DESCRIBED.
 EH2610'
 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 M
 EH2610'(15.4 FT) SOUTHEAST OF THE APPROXIMATE CENTER OF THE LEVEE ROAD, 3.2 M
 EH2610'(10.5 FT) WEST OF A FIBERGLASS WITNESS POST AND ABOUT LEVEL WITH THE
 EH2610'TOP OF THE LEVEE.
 EH2610'
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2767 ***********************************************************************
 EH2767  DESIGNATION -  ELLEN AZ MK
 EH2767  PID         -  EH2767
 EH2767  STATE/COUNTY-  AR/PHILLIPS
 EH2767  COUNTRY     -  US
 EH2767  USGS QUAD   -  MOON LAKE (2018)
 EH2767
 EH2767                         *CURRENT SURVEY CONTROL
 EH2767  ______________________________________________________________________
 EH2767* NAD 83(1997) POSITION- 34 25 08.51412(N) 090 36 10.93929(W)   ADJUSTED
 EH2767* NAVD 88 ORTHO HEIGHT -    62.1   (meters)      204.    (feet) VERTCON3
 EH2767  ______________________________________________________________________
 EH2767  GEOID HEIGHT    -        -26.943 (meters)                     GEOID18
 EH2767  LAPLACE CORR    -          0.78  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2767.GEOID18 height accuracy estimate available here.
 EH2767
 EH2767.Click photographs - Photos may exist for this station.
 EH2767
 EH2767.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2767
 EH2767. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999449  x   0.99994093  =   0.99993542
 EH2767!SPC MS W     -   0.99999449  x   0.99995757  =   0.99995206
 EH2767!UTM  15      -   0.99999449  x   1.00019817  =   1.00019266
 EH2767
 EH2767:                Primary Azimuth Mark                     Grid Az
 EH2767:SPC AR S     -  ELLEN                                    038 03 45.9
 EH2767:SPC MS W     -  ELLEN                                    038 59 49.4
 EH2767:UTM  15      -  ELLEN                                    037 29 21.1
 EH2767
 EH2767_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU2028411224(NAD 83)
 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(1993)-  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
 EH2767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2767.See file dsdata.pdf to determine how the superseded data were derived.
 EH2767
 EH2767_MARKER: DZ = AZIMUTH MARK DISK
 EH2767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2767_STAMPING: ELLEN 1980
 EH2767_MARK LOGO: NGS
 EH2767_PROJECTION: FLUSH
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2609 ***********************************************************************
 EH2609  DESIGNATION -  ELLEN RM 1
 EH2609  PID         -  EH2609
 EH2609  STATE/COUNTY-  AR/PHILLIPS
 EH2609  COUNTRY     -  US
 EH2609  USGS QUAD   -  MOON LAKE (2018)
 EH2609
 EH2609                         *CURRENT SURVEY CONTROL
 EH2609  ______________________________________________________________________
 EH2609* NAD 83(1997) POSITION- 34 25 38.30367(N) 090 35 42.80421(W)   ADJUSTED
 EH2609* NAVD 88 ORTHO HEIGHT -    61.992 (meters)      203.39  (feet) ADJUSTED
 EH2609  ______________________________________________________________________
 EH2609  GEOID HEIGHT    -        -26.947 (meters)                     GEOID18
 EH2609  LAPLACE CORR    -          0.81  (seconds)                    DEFLEC18
 EH2609  DYNAMIC HEIGHT  -         61.932 (meters)      203.19  (feet) COMP
 EH2609  MODELED GRAVITY -    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 and
 EH2609.adjusted by the NATIONAL GEODETIC SURVEY
 EH2609.in June 1991.
 EH2609
 EH2609.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2609.GEOID18 height accuracy estimate available here.
 EH2609
 EH2609.Click photographs - Photos may exist for this station.
 EH2609
 EH2609.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999450  x   0.99994191  =   0.99993641
 EH2609!SPC MS W     -   0.99999450  x   0.99995714  =   0.99995164
 EH2609!UTM  15      -   0.99999450  x   1.00020196  =   1.00019646
 EH2609
 EH2609_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU2098112159(NAD 83)
 EH2609
 EH2609                          SUPERSEDED SURVEY CONTROL
 EH2609
 EH2609  NAD 83(1993)-  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              62.03   (m)          203.5    (f) LEVELING    3  
 EH2609  NGVD 29 (11/26/84)   62.028  (m)          203.50   (f) ADJUSTED    1 2
 EH2609
 EH2609.Superseded values are not recommended for survey control.
 EH2609
 EH2609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2609.See file dsdata.pdf to determine how the superseded data were derived.
 EH2609
 EH2609_MARKER: DR = REFERENCE MARK DISK
 EH2609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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) SOUTHERLY ALONG THE LEVEE FROM THE EAST END OF PERRY
 EH2609'STREET IN HELENA, 4.0 METERS (13.1 FT) EAST OF THE APPROXIMATE CENTER
 EH2609'OF THE LEVEE ROAD, AND 27.3 METERS (89.6 FT) NORTH OF TRIANGULATION
 EH2609'STATION ELLEN.  IT IS 0.31 METERS NORTH FROM A WITNESS POST AND ABOUT
 EH2609'LEVEL WITH TOP OF LEVEE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH2611 ***********************************************************************
 EH2611  DESIGNATION -  ELLEN RM 2
 EH2611  PID         -  EH2611
 EH2611  STATE/COUNTY-  AR/PHILLIPS
 EH2611  COUNTRY     -  US
 EH2611  USGS QUAD   -  MOON LAKE (2018)
 EH2611
 EH2611                         *CURRENT SURVEY CONTROL
 EH2611  ______________________________________________________________________
 EH2611* NAD 83(1997) POSITION- 34 25 36.80317(N) 090 35 43.52797(W)   ADJUSTED
 EH2611* NAVD 88 ORTHO HEIGHT -    61.841 (meters)      202.89  (feet) ADJUSTED
 EH2611  ______________________________________________________________________
 EH2611  GEOID HEIGHT    -        -26.947 (meters)                     GEOID18
 EH2611  LAPLACE CORR    -          0.81  (seconds)                    DEFLEC18
 EH2611  DYNAMIC HEIGHT  -         61.780 (meters)      202.69  (feet) COMP
 EH2611  MODELED GRAVITY -    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 and
 EH2611.adjusted by the NATIONAL GEODETIC SURVEY
 EH2611.in June 1991.
 EH2611
 EH2611.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2611.GEOID18 height accuracy estimate available here.
 EH2611
 EH2611.Click photographs - Photos may exist for this station.
 EH2611
 EH2611.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999452  x   0.99994186  =   0.99993638
 EH2611!SPC MS W     -   0.99999452  x   0.99995715  =   0.99995167
 EH2611!UTM  15      -   0.99999452  x   1.00020186  =   1.00019638
 EH2611
 EH2611_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU2096312112(NAD 83)
 EH2611
 EH2611                          SUPERSEDED SURVEY CONTROL
 EH2611
 EH2611  NAD 83(1993)-  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              61.88   (m)          203.0    (f) LEVELING    3  
 EH2611  NGVD 29 (11/26/84)   61.876  (m)          203.00   (f) ADJUSTED    1 2
 EH2611
 EH2611.Superseded values are not recommended for survey control.
 EH2611
 EH2611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2611.See file dsdata.pdf to determine how the superseded data were derived.
 EH2611
 EH2611_MARKER: DR = REFERENCE MARK DISK
 EH2611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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) SOUTHERLY ALONG THE LEVEE FROM THE EAST END OF PERRY
 EH2611'STREET IN HELENA, 3.3 METERS (10.8 FT) NORTHWEST OF THE APPROXIMATE
 EH2611'CENTER OF THE LEVEE, AND 25.7 METERS (84.4 FT) SOUTHWEST OF
 EH2611'TRIANGLATION STATION ELLEN.  IT IS 0.31 METERS SOUTH FROM A WITNESS
 EH2611'POST AND ABOUT LEVEL WITH TOP OF LEVEE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL1371 ***********************************************************************
 DL1371  DESIGNATION -  ELLIOT
 DL1371  PID         -  DL1371
 DL1371  STATE/COUNTY-  AR/OUACHITA
 DL1371  COUNTRY     -  US
 DL1371  USGS QUAD   -  LOUANN (2017)
 DL1371
 DL1371                         *CURRENT SURVEY CONTROL
 DL1371  ______________________________________________________________________
 DL1371* NAD 83(1997) POSITION- 33 28 31.63675(N) 092 48 26.70088(W)   ADJUSTED
 DL1371* NAVD 88 ORTHO HEIGHT -   101.    (meters)      331.    (feet) SCALED
 DL1371  ______________________________________________________________________
 DL1371  GEOID HEIGHT    -        -26.271 (meters)                     GEOID18
 DL1371  LAPLACE CORR    -          0.50  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1371.GEOID18 height accuracy estimate available here.
 DL1371
 DL1371.Click photographs - Photos may exist for this station.
 DL1371
 DL1371.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1371
 DL1371. The following values were computed from the NAD 83(1997) position.
 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  =   0.99959223
 DL1371
 DL1371:                Primary Azimuth Mark                     Grid Az
 DL1371:SPC AR S     -  ELLIOT AZ MK                             122 58 17.6
 DL1371:UTM  15      -  ELLIOT AZ MK                             122 24 48.3
 DL1371
 DL1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT1789304014(NAD 83)
 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(1993)-  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
 DL1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1371.See file dsdata.pdf to determine how the superseded data were derived.
 DL1371
 DL1371_MARKER: DS = TRIANGULATION STATION DISK
 DL1371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1371_STAMPING: ELLIOTT 1941
 DL1371_MARK LOGO: CGS
 DL1371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1371+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0848 ***********************************************************************
 GE0848  DESIGNATION -  ELM
 GE0848  PID         -  GE0848
 GE0848  STATE/COUNTY-  AR/RANDOLPH
 GE0848  COUNTRY     -  US
 GE0848  USGS QUAD   -  DALTON (2017)
 GE0848
 GE0848                         *CURRENT SURVEY CONTROL
 GE0848  ______________________________________________________________________
 GE0848* NAD 83(1997) POSITION- 36 28 13.22945(N) 091 11 19.44597(W)   ADJUSTED
 GE0848* NAVD 88 ORTHO HEIGHT -   198.    (meters)      650.    (feet) SCALED
 GE0848  ______________________________________________________________________
 GE0848  GEOID HEIGHT    -        -28.670 (meters)                     GEOID18
 GE0848  LAPLACE CORR    -         -2.10  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0848.GEOID18 height accuracy estimate available here.
 GE0848
 GE0848.Click photographs - Photos may exist for this station.
 GE0848
 GE0848.The Laplace correction was computed from DEFLEC18 derived deflections.
 GE0848
 GE0848. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 GE0848:SPC AR N     -  ELM AZ MK                                156 40 14.5
 GE0848:SPC MO E     -  ELM AZ MK                                157 33 07.8
 GE0848:UTM  15      -  ELM AZ MK                                156 03 57.3
 GE0848
 GE0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA6227837643(NAD 83)
 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
 GE0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0848.See file dsdata.pdf to determine how the superseded data were derived.
 GE0848
 GE0848_MARKER: DS = TRIANGULATION STATION DISK
 GE0848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0848_STAMPING: ELM 1955
 GE0848_MARK LOGO: CGS
 GE0848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0848+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FE2677 ***********************************************************************
 FE2677  DESIGNATION -  ELMOT
 FE2677  PID         -  FE2677
 FE2677  STATE/COUNTY-  AR/MISSISSIPPI
 FE2677  COUNTRY     -  US
 FE2677  USGS QUAD   -  OSCEOLA (2017)
 FE2677
 FE2677                         *CURRENT SURVEY CONTROL
 FE2677  ______________________________________________________________________
 FE2677* NAD 83(1997) POSITION- 35 44 41.45994(N) 089 56 33.01460(W)   ADJUSTED
 FE2677* NAVD 88 ORTHO HEIGHT -    82.8   (meters)      272.    (feet) VERTCON3
 FE2677  ______________________________________________________________________
 FE2677  GEOID HEIGHT    -        -27.743 (meters)                     GEOID18
 FE2677  LAPLACE CORR    -          0.74  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE2677.GEOID18 height accuracy estimate available here.
 FE2677
 FE2677.Click photographs - Photos may exist for this station.
 FE2677
 FE2677.The Laplace correction was computed from DEFLEC18 derived deflections.
 FE2677
 FE2677. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999135  x   0.99993985  =   0.99993120
 FE2677!UTM  16      -   0.99999135  x   1.00047258  =   1.00046393
 FE2677!UTM  15      -   0.99999135  x   1.00054214  =   1.00053349
 FE2677
 FE2677:                Primary Azimuth Mark                     Grid Az
 FE2677:SPC AR N     -  ELMOT AZ MK                              062 00 52.5
 FE2677:UTM  16      -  ELMOT AZ MK                              064 55 54.4
 FE2677:UTM  15      -  ELMOT AZ MK                              061 25 28.5
 FE2677
 FE2677_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3391059642(NAD 83)
 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(1995)-  35 44 41.46043(N)    089 56 33.01442(W) AD(       ) 1
 FE2677  NAD 83(1990)-  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
 FE2677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2677.See file dsdata.pdf to determine how the superseded data were derived.
 FE2677
 FE2677_MARKER: DH = HORIZONTAL CONTROL DISK
 FE2677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2677_STAMPING: ELMOT 1977
 FE2677_MARK LOGO: NGS
 FE2677_PROJECTION: FLUSH
 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 - June 25, 2008
 FE2677
 FE2677  HISTORY     - Date     Condition        Report By
 FE2677  HISTORY     - 1977     MONUMENTED       NGS
 FE2677  HISTORY     - 1979     GOOD             NGS
 FE2677  HISTORY     - 20050428 GOOD             USACE
 FE2677  HISTORY     - 20080625 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 TOWN OF
 FE2677'LUXORA ABOUT 4.0 MILES NORTTH-NORTHEAST OF OSCEOLA, ARKANSAS AND IS ON
 FE2677'THE ST. FRANCIS LEVEE DISTRICT OF ARKANSAS IT IS IN THE SE 1/4 OF
 FE2677'SECTION 17, T 13 N, R 11 E. AND ON THE TOP OF THE LEVEE.  PERMISSION
 FE2677'WAS GRANTED BY THE CHIEF ENGINEER, MR. BURELL B.  FAIR, P.O.BOX 308,
 FE2677'WEST MEMPHIS, ARKANSAS 72301, PHONE 735-1062.
 FE2677'
 FE2677'TO REACH THE STATION FROM THE POST OFFICE AT THE FOUR-WAY STOP SIGN IN
 FE2677'THE CENTER OF LUXORA, GO SOUTH ON MAIN STREET FOR 0.25 MILE TO THE TOP
 FE2677'OF LEVEE.  TURN RIGHT PASSING THROUGH GATE AND GO SOUTH-SOUTHWEST
 FE2677'ALONG TOP OF LEVEE FOR 0.95 MILE TO MILEPOST 75/76, BENCH MARK G-214,
 FE2677'ON THE RIGHT AND THE STATION SITE.  TO REACH THE AZIMUTH MARK FROM THE
 FE2677'STATION, 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.  THE
 FE2677'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 FE2677'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 5 FEET
 FE2677'NORTH-NORTHEAST OF A METAL WITNESS POST, 15 FEET NORTH-NORTHWEST OF
 FE2677'THE APPROXIMATE CENTER OF THE LEVEE ROAD, AND 110 FEET SOUTH WEST OF
 FE2677'THE FENCELINE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 FE2677'CONCRETE ABOUT 42 INCHES BELOW THE GROUND SURFACE.
 FE2677'
 FE2677'REFERENCE MARK 1, STAMPED ---ELMOT NO 1 1977---, A STANDARD DISK SET
 FE2677'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 FE2677'WITH THE GROUND SURFACE.  IT IS 2 FEET NORTH-NORTH EAST OF A METAL
 FE2677'WITNESS POST, 14 FEET NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF THE
 FE2677'LEVEE ROAD AND APPROXIMATELY 108 FEET SOUTHEAST OF A FENCELINE.
 FE2677'
 FE2677'REFERENCE MARK 2, STAMPED ---ELMOT NO 2 1977---, A STANDARD DISK SET
 FE2677'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2
 FE2677'INCHES ABOVE THE GROUND SURFACE.  IT IS 2 FEET NORTHEAST OF A METAL
 FE2677'WITNESS POST, 31 FEET NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF THE
 FE2677'LEVEE ROAD, AND 100 FEET SOUTHEAST OF A FENCELINE.
 FE2677'
 FE2677'AZIMUTH MARK, STAMPED ---ELMOT 1977---, IS A STANDARD DISK SET IN THE
 FE2677'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND
 FE2677'SURFACE.  IT IS 1 FOOT WEST OF A METAL WITNESS POST, 12 FEET NORTHWEST
 FE2677'OF THE APPROXIMATE CENTER OF THE LEVEE ROAD, AND 105 FEET SOUTHEAST OF
 FE2677'A FENCELINE.
 FE2677'
 FE2677'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT THE STATION MARKS, REFERENCE
 FE2677'MARKS, AND THE AZIMUTH MARK.  NO MEASUREMENT BETWEEN REFERENCE MARKS
 FE2677'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 WERE
 FE2677'RECOVERED IN GOOD CONDITION.  THE DIRECTIONS TO ALL MARKS CHECKED THE
 FE2677'1977 DATA.  THERE WAS NO DATA AVAILABLE TO CHECK PREVIOUS DISTANCES.
 FE2677'THE STATION IS LOCATED ABOUT 2.0 KM SOUTH-SOUTHWEST OF LUXORA, 7.2 KM
 FE2677'NORTHEAST OF OSCEOLA, 7.6 KM EAST OF INTERSTATE HIGHWAY 55 AND ON TOP
 FE2677'OF THE MAIN LEVEE ON WEST SIDE OF MISSISSIPPI RIVER.  PERMISSION FOR
 FE2677'THE STATION WAS OBTAINED FROM MR. BURRELL B. FAIR, CHIEF ENGINEER FOR
 FE2677'THE ST FRANCIS LEVEE DISTRICT, P.O. BOX 308, WEST MEMPHIS, AR 72301.
 FE2677'TELEPHONE NUMBER 501-735-1062.
 FE2677'
 FE2677'TO REACH THE STATION FROM THE POST OFFICE IN THE CENTER OF LUXORA, GO
 FE2677'SOUTH ON MAIN STREET FOR 0.4 KM (0.25 MI) TO TOP OF LEVEE AND A LOCKED
 FE2677'GATE ON THE RIGHT.  TURN RIGHT, THRU GATE, AND GO SOUTHWEST ALONG TOP
 FE2677'OF LEVEE FOR 0.6 KM (0.4 MI) TO THE AZIMUTH MARK ON THE RIGHT.
 FE2677'CONTINUE SOUTHWEST ON LEVEE ROAD FOR 0.9 KM (0.55 MI) TO THE STATION
 FE2677'ON THE RIGHT JUST PAST MILEPOST 75/76.
 FE2677'
 FE2677'THE STATION IS A STANDARD NGS DISK STAMPED ---ELMOT 1977---, SET INTO
 FE2677'THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH
 FE2677'GROUND.  IT IS LOCATED 5.0 METERS NORTHWEST FROM CENTER OF LEVEE ROAD
 FE2677'AND 2.2 METERS NORTH FROM A METAL WITNESS POST.  THE UNDERGROUND MARK
 FE2677'IS A STANDARD NGS DISK STAMPED ---ELMOT 1977---, SET INTO AN IRREGULAR
 FE2677'MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 FE2677'
 FE2677'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK STAMPED
 FE2677'---ELMOT NO 1 1977---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FE2677'30 CM IN DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 4.3 METERS
 FE2677'NORTHWEST FROM CENTER OF LEVEE ROAD AND 0.7 METER WEST FROM A METAL
 FE2677'WITNESS POST.  MARK IS LEVEL WITH STATION.
 FE2677'
 FE2677'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK STAMPED
 FE2677'---ELMOT NO 2 1977---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FE2677'30 CM IN DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 9.4 METERS
 FE2677'NORTHWEST FROM CENTER OF LEVEE ROAD AND 0.6 METER NORTH FROM A METAL
 FE2677'WITNESS POST.  MARK IS BELOW STATION 1 METER.
 FE2677'
 FE2677'AZIMUTH MARK NUMBER 1 IS A STANDARD NGS DISK STAMPED ---ELMOT 1977---,
 FE2677'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH
 FE2677'WITH GROUND.  IT IS LOCATED 34.4 METERS SOUTHEAST FROM A WIRE FENCE
 FE2677'AND 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.
 FE2677
 FE2677                          STATION RECOVERY (2008)
 FE2677
 FE2677'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2008 (DLB)
 FE2677'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FE2674 ***********************************************************************
 FE2674  DESIGNATION -  ELMOT AZ MK
 FE2674  PID         -  FE2674
 FE2674  STATE/COUNTY-  AR/MISSISSIPPI
 FE2674  COUNTRY     -  US
 FE2674  USGS QUAD   -  OSCEOLA (2017)
 FE2674
 FE2674                         *CURRENT SURVEY CONTROL
 FE2674  ______________________________________________________________________
 FE2674* NAD 83(1997) POSITION- 35 44 54.03241(N) 089 56 02.46460(W)   ADJUSTED
 FE2674* NAVD 88 ORTHO HEIGHT -    82.7   (meters)      271.    (feet) VERTCON3
 FE2674  ______________________________________________________________________
 FE2674  GEOID HEIGHT    -        -27.744 (meters)                     GEOID18
 FE2674  LAPLACE CORR    -          0.76  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE2674.GEOID18 height accuracy estimate available here.
 FE2674
 FE2674.Click photographs - Photos may exist for this station.
 FE2674
 FE2674.The Laplace correction was computed from DEFLEC18 derived deflections.
 FE2674
 FE2674. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999137  x   0.99994002  =   0.99993139
 FE2674!SPC TN       -   0.99999137  x   0.99994952  =   0.99994089
 FE2674!UTM  16      -   0.99999137  x   1.00046747  =   1.00045883
 FE2674!UTM  15      -   0.99999137  x   1.00054730  =   1.00053866
 FE2674
 FE2674_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3468960007(NAD 83)
 FE2674
 FE2674                          SUPERSEDED SURVEY CONTROL
 FE2674
 FE2674  NAD 83(1995)-  35 44 54.03289(N)    089 56 02.46440(W) AD(       ) 2
 FE2674  NAD 83(1990)-  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
 FE2674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2674.See file dsdata.pdf to determine how the superseded data were derived.
 FE2674
 FE2674_MARKER: DZ = AZIMUTH MARK DISK
 FE2674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2674_STAMPING: ELMOT 1979
 FE2674_MARK LOGO: NGS
 FE2674_PROJECTION: FLUSH
 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 - September 10, 2008
 FE2674
 FE2674  HISTORY     - Date     Condition        Report By
 FE2674  HISTORY     - 1979     MONUMENTED       NGS
 FE2674  HISTORY     - 20050428 GOOD             USACE
 FE2674  HISTORY     - 20080625 GOOD             USACE
 FE2674  HISTORY     - 20080910 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.
 FE2674
 FE2674                          STATION RECOVERY (2008)
 FE2674
 FE2674'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2008 (DLB)
 FE2674'RECOVERED IN GOOD CONDITION.
 FE2674
 FE2674                          STATION RECOVERY (2008)
 FE2674
 FE2674'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2008 (DLB)
 FE2674'THIS MARK WAS RECOVERED 9-10-2008 BY MEMPHIS ARMY CORPS OF ENGINEERS
 FE2674'BY DLB (DANNY BARKER).
 FE2674'THIS MARK IS STAMPED (ELMOT AZ MK 1977). YOUR DATABASE HAS IT STAMPED
 FE2674'(1979). DANNY BARKER VERIFIED TODAY THAT IT WAS STAMPED (1977). EMAIL
 FE2674'ME IF YOU HAVE ANY QUESTIONS.
 FE2674'THANK YOU,
 FE2674'THOMAS REYES
 FE2674'MEMPHIS DISTRICT ARMY CORPS OF ENGINEERS
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FE2675 ***********************************************************************
 FE2675  DESIGNATION -  ELMOT RM 1
 FE2675  PID         -  FE2675
 FE2675  STATE/COUNTY-  AR/MISSISSIPPI
 FE2675  COUNTRY     -  US
 FE2675  USGS QUAD   -  OSCEOLA (2017)
 FE2675
 FE2675                         *CURRENT SURVEY CONTROL
 FE2675  ______________________________________________________________________
 FE2675* NAD 83(1997) POSITION- 35 44 41.86616(N) 089 56 32.01859(W)   ADJUSTED
 FE2675* NAVD 88 ORTHO HEIGHT -    82.8   (meters)      272.    (feet) VERTCON3
 FE2675  ______________________________________________________________________
 FE2675  GEOID HEIGHT    -        -27.744 (meters)                     GEOID18
 FE2675  LAPLACE CORR    -          0.74  (seconds)                    DEFLEC18
 FE2675  HORZ ORDER      -  SECOND
 FE2675
 FE2675.The horizontal coordinates were established by classical geodetic methods
 FE2675.and adjusted by the National Geodetic Survey in September 1999.
 FE2675
 FE2675.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2675.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2675
 FE2675.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE2675.GEOID18 height accuracy estimate available here.
 FE2675
 FE2675.Click photographs - Photos may exist for this station.
 FE2675
 FE2675.The Laplace correction was computed from DEFLEC18 derived deflections.
 FE2675
 FE2675. The following values were computed from the NAD 83(1997) position.
 FE2675
 FE2675;                    North         East     Units Scale Factor Converg.
 FE2675;SPC AR N     -   158,553.733   586,107.172   MT  0.99993986   +1 11 50.7
 FE2675;SPC AR N     -   520,188.37  1,922,919.95   sFT  0.99993986   +1 11 50.7
 FE2675;UTM  16      - 3,959,654.520   233,935.429   MT  1.00047241   -1 43 11.3
 FE2675;UTM  15      - 3,959,974.511   776,516.398   MT  1.00054231   +1 47 14.7
 FE2675
 FE2675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2675!SPC AR N     -   0.99999135  x   0.99993986  =   0.99993121
 FE2675!UTM  16      -   0.99999135  x   1.00047241  =   1.00046376
 FE2675!UTM  15      -   0.99999135  x   1.00054231  =   1.00053366
 FE2675
 FE2675_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3393559654(NAD 83)
 FE2675
 FE2675                          SUPERSEDED SURVEY CONTROL
 FE2675
 FE2675  NAD 83(1995)-  35 44 41.86665(N)    089 56 32.01841(W) AD(       ) 2
 FE2675  NAD 83(1990)-  35 44 41.87682(N)    089 56 32.01703(W) AD(       ) 2
 FE2675  NAD 83(1986)-  35 44 41.87707(N)    089 56 32.01658(W) AD(       ) 2
 FE2675  NAD 27      -  35 44 41.60118(N)    089 56 31.70182(W) AD(       ) 2
 FE2675  NGVD 29 (07/19/86)   82.8    (m)          272.     (f) VERT ANG       
 FE2675
 FE2675.Superseded values are not recommended for survey control.
 FE2675
 FE2675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2675.See file dsdata.pdf to determine how the superseded data were derived.
 FE2675
 FE2675_MARKER: DR = REFERENCE MARK DISK
 FE2675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2675_STAMPING: ELMOT NO 1 1977
 FE2675_MARK LOGO: NGS
 FE2675_PROJECTION: FLUSH
 FE2675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2675+STABILITY: SURFACE MOTION
 FE2675
 FE2675  HISTORY     - Date     Condition        Report By
 FE2675  HISTORY     - 1977     MONUMENTED       NGS
 FE2675
 FE2675                          STATION DESCRIPTION
 FE2675
 FE2675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 FE2675'THE MARK IS LOCATED ABOUT 5.5 MI (8.8 KM) WEST-SOUTHWEST OF ROSA, 3.2
 FE2675'MI (5.1 KM) NORTH-NORTHEAST OF OSCEOLA AND 1.1 MI (1.8 KM) SOUTHWEST
 FE2675'OF LUXORA.
 FE2675'
 FE2675'TO REACH FROM THE POST OFFICE AT THE FOUR-WAY STOP SIGN IN THE CENTER
 FE2675'OF LUXORA, GO SOUTH ON MAIN STREET FOR 0.25 MI (0.40 KM) TO THE TOP OF
 FE2675'LEVEE.  TURN RIGHT PASSING THROUGH GATE AND GO SOUTH-SOUTHWEST ALONG
 FE2675'TOP OF LEVEE FOR 0.95 MI (1.53 KM) TO MILEPOST 75/76, BENCH MARK G 214
 FE2675'ON THE RIGHT AND THE REFERENCE MARK ON THE RIGHT.
 FE2675'
 FE2675'IT IS SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM (12 INCHES)
 FE2675'IN DIAMETER FLUSH WITH THE GROUND, 4.3 M (14.1 FT) NORTHWEST FROM
 FE2675'CENTER OF LEVEE ROAD AND 0.7 M (2.3 FT) WEST FROM A METAL WITNESS
 FE2675'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FE2676 ***********************************************************************
 FE2676  DESIGNATION -  ELMOT RM 2
 FE2676  PID         -  FE2676
 FE2676  STATE/COUNTY-  AR/MISSISSIPPI
 FE2676  COUNTRY     -  US
 FE2676  USGS QUAD   -  OSCEOLA (2017)
 FE2676
 FE2676                         *CURRENT SURVEY CONTROL
 FE2676  ______________________________________________________________________
 FE2676* NAD 83(1997) POSITION- 35 44 41.00711(N) 089 56 34.11473(W)   ADJUSTED
 FE2676* NAVD 88 ORTHO HEIGHT -    83.    (meters)      272.    (feet) SCALED
 FE2676  ______________________________________________________________________
 FE2676  GEOID HEIGHT    -        -27.743 (meters)                     GEOID18
 FE2676  LAPLACE CORR    -          0.73  (seconds)                    DEFLEC18
 FE2676  HORZ ORDER      -  SECOND
 FE2676
 FE2676.The horizontal coordinates were established by classical geodetic methods
 FE2676.and adjusted by the National Geodetic Survey in September 1999.
 FE2676
 FE2676.The orthometric height was scaled from a topographic map.
 FE2676
 FE2676.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE2676.GEOID18 height accuracy estimate available here.
 FE2676
 FE2676.Click photographs - Photos may exist for this station.
 FE2676
 FE2676.The Laplace correction was computed from DEFLEC18 derived deflections.
 FE2676
 FE2676. The following values were computed from the NAD 83(1997) position.
 FE2676
 FE2676;                    North         East     Units Scale Factor Converg.
 FE2676;SPC AR N     -   158,526.163   586,055.073   MT  0.99993984   +1 11 49.5
 FE2676;SPC AR N     -   520,097.92  1,922,749.02   sFT  0.99993984   +1 11 49.5
 FE2676;UTM  16      - 3,959,629.625   233,881.965   MT  1.00047276   -1 43 12.5
 FE2676;UTM  15      - 3,959,946.389   776,464.554   MT  1.00054196   +1 47 13.4
 FE2676
 FE2676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2676!SPC AR N     -   0.99999132  x   0.99993984  =   0.99993116
 FE2676!UTM  16      -   0.99999132  x   1.00047276  =   1.00046408
 FE2676!UTM  15      -   0.99999132  x   1.00054196  =   1.00053328
 FE2676
 FE2676_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3388159629(NAD 83)
 FE2676
 FE2676                          SUPERSEDED SURVEY CONTROL
 FE2676
 FE2676  NAD 83(1995)-  35 44 41.00760(N)    089 56 34.11455(W) AD(       ) 2
 FE2676  NAD 83(1990)-  35 44 41.01777(N)    089 56 34.11317(W) AD(       ) 2
 FE2676  NAD 83(1986)-  35 44 41.01803(N)    089 56 34.11271(W) AD(       ) 2
 FE2676  NAD 27      -  35 44 40.74190(N)    089 56 33.79824(W) AD(       ) 2
 FE2676
 FE2676.Superseded values are not recommended for survey control.
 FE2676
 FE2676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2676.See file dsdata.pdf to determine how the superseded data were derived.
 FE2676
 FE2676_MARKER: DR = REFERENCE MARK DISK
 FE2676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2676_STAMPING: ELMOT NO 2 1977
 FE2676_MARK LOGO: NGS
 FE2676_PROJECTION: FLUSH
 FE2676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2676+STABILITY: SURFACE MOTION
 FE2676
 FE2676  HISTORY     - Date     Condition        Report By
 FE2676  HISTORY     - 1977     MONUMENTED       NGS
 FE2676
 FE2676                          STATION DESCRIPTION
 FE2676
 FE2676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 FE2676'THE MARK IS LOCATED ABOUT 5.5 MI (8.8 KM) WEST-SOUTHWEST OF ROSA, 3.1
 FE2676'MI (5.0 KM) NORTH-NORTHEAST OF OSCEOLA AND 1.1 MI (1.8 KM) SOUTHWEST
 FE2676'OF LUXORA.
 FE2676'
 FE2676'TO REACH FROM THE POST OFFICE IN THE CENTER OF LUXORA, GO SOUTH ON
 FE2676'MAIN STREET FOR 0.4 KM (0.2 MI) TO TOP OF LEVEE AND A LOCKED GATE ON
 FE2676'THE RIGHT.  TURN RIGHT, THROUGH GATE AND GO SOUTHWEST ALONG TOP OF
 FE2676'LEVEE FOR 0.6 KM (0.4 MI) TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 FE2676'SOUTHWEST ON LEVEE ROAD FOR 0.9 KM (0.6 MI) TO THE MARK ON THE RIGHT.
 FE2676'
 FE2676'IT IS SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM (12 INCHES)
 FE2676'IN DIAMETER FLUSH WITH THE GROUND, 9.4 M (30.8 FT) NORTHWEST FROM THE
 FE2676'CENTER OF THE LEVEE ROAD AND 0.6 M (2.0 FT) NORTH FROM A METAL WITNESS
 FE2676'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL1479 ***********************************************************************
 DL1479  DESIGNATION -  EMERSON
 DL1479  PID         -  DL1479
 DL1479  STATE/COUNTY-  AR/COLUMBIA
 DL1479  COUNTRY     -  US
 DL1479  USGS QUAD   -  EMERSON (2017)
 DL1479
 DL1479                         *CURRENT SURVEY CONTROL
 DL1479  ______________________________________________________________________
 DL1479* NAD 83(1997) POSITION- 33 04 40.89073(N) 093 08 58.43757(W)   ADJUSTED
 DL1479* NAVD 88 ORTHO HEIGHT -   111.    (meters)      364.    (feet) SCALED
 DL1479  ______________________________________________________________________
 DL1479  GEOID HEIGHT    -        -26.239 (meters)                     GEOID18
 DL1479  LAPLACE CORR    -          0.09  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1479.GEOID18 height accuracy estimate available here.
 DL1479
 DL1479.Click photographs - Photos may exist for this station.
 DL1479
 DL1479.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1479
 DL1479. The following values were computed from the NAD 83(1997) position.
 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  =   0.99958911
 DL1479
 DL1479:                Primary Azimuth Mark                     Grid Az
 DL1479:SPC AR S     -  WESTERN                                  259 51 14.2
 DL1479:SPC LA N     -  WESTERN                                  259 33 14.3
 DL1479:UTM  15      -  WESTERN                                  259 17 31.9
 DL1479
 DL1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS8604059946(NAD 83)
 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(1993)-  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
 DL1479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1479.See file dsdata.pdf to determine how the superseded data were derived.
 DL1479
 DL1479_MARKER: DS = TRIANGULATION STATION DISK
 DL1479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1479_STAMPING: EMERSON 1950
 DL1479_MARK LOGO: CGS
 DL1479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1479+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DP9706 ***********************************************************************
 DP9706  DESIGNATION -  EMG
 DP9706  PID         -  DP9706
 DP9706  STATE/COUNTY-  AR/GARLAND
 DP9706  COUNTRY     -  US
 DP9706  USGS QUAD   -  HOT SPRINGS NORTH (2017)
 DP9706
 DP9706                         *CURRENT SURVEY CONTROL
 DP9706  ______________________________________________________________________
 DP9706* NAD 83(1986) POSITION- 34 30 15.6    (N) 093 03 34.1    (W)   HD_HELD2
 DP9706* NAVD 88 ORTHO HEIGHT -   191.328 (meters)      627.72  (feet) ADJUSTED
 DP9706  ______________________________________________________________________
 DP9706  GEOID HEIGHT    -        -27.231 (meters)                     GEOID18
 DP9706  DYNAMIC HEIGHT  -        191.139 (meters)      627.10  (feet) COMP
 DP9706  MODELED GRAVITY -    979,645.9   (mgal)                       NAVD 88
 DP9706
 DP9706  VERT ORDER      -  SECOND    CLASS I
 DP9706
 DP9706.The horizontal coordinates were established by autonomous hand held GPS
 DP9706.observations and have an estimated accuracy of +/- 10 meters.
 DP9706
 DP9706.The orthometric height was determined by differential leveling and
 DP9706.adjusted by the NATIONAL GEODETIC SURVEY
 DP9706.in December 2015.
 DP9706
 DP9706.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9706.GEOID18 height accuracy estimate available here.
 DP9706
 DP9706.Click photographs - Photos may exist for this station.
 DP9706
 DP9706.The dynamic height is computed by dividing the NAVD 88
 DP9706.geopotential number by the normal gravity value computed on the
 DP9706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP9706.degrees latitude (g = 980.6199 gals.).
 DP9706
 DP9706.The modeled gravity was interpolated from observed gravity values.
 DP9706
 DP9706;                    North         East    Units  Estimated Accuracy
 DP9706;SPC AR S     -   604,326.      302,710.      MT  (+/- 10 meters HH2 GPS)
 DP9706
 DP9706_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU9454018079(NAD 83)
 DP9706
 DP9706                          SUPERSEDED SURVEY CONTROL
 DP9706
 DP9706.No superseded survey control is available for this station.
 DP9706
 DP9706_MARKER: B = BOLT
 DP9706_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DP9706+WITH SETTING: PAVEMENT
 DP9706_SP_SET: LIGHT POLE BASE
 DP9706_MAGNETIC: I = MARKER IS A STEEL ROD
 DP9706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP9706+STABILITY: SURFACE MOTION
 DP9706
 DP9706  HISTORY     - Date     Condition        Report By
 DP9706  HISTORY     - 20141204 MONUMENTED       BFENG
 DP9706
 DP9706                          STATION DESCRIPTION
 DP9706
 DP9706'DESCRIBED BY B AND F ENGINEERING 2014 (KDW)
 DP9706'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) SOUTHEAST OF MOUNTAIN
 DP9706'PINE, 6.3 MI (10.1 KM) SOUTHWEST OF FOUNTAIN LAKE AND IN THE TOWN OF
 DP9706'HOT SPRINGS, AR.  THE STATION IS LOCATED AT THE GARLAND COUNTY
 DP9706'SHERIFF'S DEPARTMENT, NEXT DOOR TO THE CITY COURTHOUSE.
 DP9706'OWNERSHIP--CITY OF HOT SPRINGS.
 DP9706'
 DP9706'TO REACH FROM THE INTERSECTION OF OUACHITA AVENUE AND CENTRAL AVENUE,
 DP9706'GO 0.4 MI (0.6 KM) SOUTHWEST ON OUACHITA AVENUE TO THE STATION ON THE
 DP9706'LEFT IN PARKING LOT OF POLICE STATION.
 DP9706'
 DP9706'IT IS 138 FT (42.1 M) SOUTHEAST OF THE CENTERLINE OUACHITA AVENUE IN
 DP9706'RAISED CURB/GRASS ISLAND WITH PARKING LOT LIGHT POLE.  158 FT (48.2 M)
 DP9706'NORTHEAST OF THE CENTERLINE HAZEL STREET.  57 FT (17.4 M) WESTERLY OF
 DP9706'FLAG POLE.  CONCRETE BASE OF LIGHT POLE HAS FOUR BOLTS.  STATION IS
 DP9706'THE TOP OF SOUTHEAST BOLT OF CONCRETE BASE OF LIGHT POLE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL1443 ***********************************************************************
 DL1443  DESIGNATION -  EMMET
 DL1443  PID         -  DL1443
 DL1443  STATE/COUNTY-  AR/HEMPSTEAD
 DL1443  COUNTRY     -  US
 DL1443  USGS QUAD   -  EMMET (2017)
 DL1443
 DL1443                         *CURRENT SURVEY CONTROL
 DL1443  ______________________________________________________________________
 DL1443* NAD 83(1997) POSITION- 33 43 16.01014(N) 093 28 32.82961(W)   ADJUSTED
 DL1443* NAVD 88 ORTHO HEIGHT -    99.    (meters)      325.    (feet) SCALED
 DL1443  ______________________________________________________________________
 DL1443  GEOID HEIGHT    -        -26.893 (meters)                     GEOID18
 DL1443  LAPLACE CORR    -          1.47  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1443.GEOID18 height accuracy estimate available here.
 DL1443
 DL1443.Click photographs - Photos may exist for this station.
 DL1443
 DL1443.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1443
 DL1443. The following values were computed from the NAD 83(1997) position.
 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  =   0.99992201
 DL1443!UTM  15      -   0.99998868  x   0.99962395  =   0.99961264
 DL1443
 DL1443:                Primary Azimuth Mark                     Grid Az
 DL1443:SPC AR S     -  EMMET AZ MK                              355 54 53.5
 DL1443:UTM  15      -  EMMET AZ MK                              355 21 10.9
 DL1443
 DL1443_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT5591831335(NAD 83)
 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(1993)-  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
 DL1443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1443.See file dsdata.pdf to determine how the superseded data were derived.
 DL1443
 DL1443_MARKER: DS = TRIANGULATION STATION DISK
 DL1443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1443_STAMPING: EMMET 1950
 DL1443_MARK LOGO: CGS
 DL1443_PROJECTION: FLUSH
 DL1443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1443+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 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  COUNTRY     -  US
 AE2997  USGS QUAD   -  FAYETTEVILLE (2017)
 AE2997
 AE2997                         *CURRENT SURVEY CONTROL
 AE2997  ______________________________________________________________________
 AE2997* NAD 83(2011) POSITION- 36 02 30.22907(N) 094 10 07.47345(W)   ADJUSTED
 AE2997* NAD 83(2011) ELLIP HT-   346.662 (meters)        (06/27/12)   ADJUSTED
 AE2997* NAD 83(2011) EPOCH   -  2010.00
 AE2997* NAVD 88 ORTHO HEIGHT -   374.7   (meters)     1229.    (feet) GPS OBS
 AE2997  ______________________________________________________________________
 AE2997  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AE2997  GEOID HEIGHT    -        -27.959 (meters)                     GEOID96
 AE2997  GEOID HEIGHT    -        -28.078 (meters)                     GEOID18
 AE2997  NAD 83(2011) X  -   -375,360.098 (meters)                     COMP
 AE2997  NAD 83(2011) Y  - -5,149,894.753 (meters)                     COMP
 AE2997  NAD 83(2011) Z  -  3,732,140.698 (meters)                     COMP
 AE2997  LAPLACE CORR    -          1.08  (seconds)                    DEFLEC18
 AE2997
 AE2997  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AE2997  Standards:
 AE2997         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AE2997            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AE2997  -------------------------------------------------------------------
 AE2997  NETWORK    0.96   2.49           0.43   0.34   1.27      0.07494561
 AE2997  -------------------------------------------------------------------
 AE2997  Click here for local accuracies and other accuracy information.
 AE2997
 AE2997.The horizontal coordinates were established by GPS observations
 AE2997.and adjusted by the National Geodetic Survey in June 2012.
 AE2997
 AE2997.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AE2997.been affixed to the stable North American tectonic plate. See 
 AE2997.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AE2997
 AE2997.The horizontal coordinates are valid at the epoch date displayed above
 AE2997.which is a decimal equivalence of Year/Month/Day.
 AE2997
 AE2997.The orthometric height was determined by GPS observations and a
 AE2997.high-resolution geoid model.
 AE2997
 AE2997.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE2997.GEOID18 height accuracy estimate available here.
 AE2997
 AE2997.Click photographs - Photos may exist for this station.
 AE2997
 AE2997.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2997
 AE2997.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE2997
 AE2997.The ellipsoidal height was determined by GPS observations
 AE2997.and is referenced to NAD 83.
 AE2997
 AE2997. The following values were computed from the NAD 83(2011) position.
 AE2997
 AE2997;                    North         East     Units Scale Factor Converg.
 AE2997;SPC AR N     -   191,687.988   204,583.346   MT  0.99996773   -1 15 43.2
 AE2997;SPC AR N     -   628,896.34    671,203.86   sFT  0.99996773   -1 15 43.2
 AE2997;UTM  15      - 3,989,208.817   394,717.262   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  =   0.99991333
 AE2997!UTM  15      -   0.99994559  x   0.99973658  =   0.99968219
 AE2997
 AE2997_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9471789208(NAD 83)
 AE2997
 AE2997                          SUPERSEDED SURVEY CONTROL
 AE2997
 AE2997  NAD 83(2007)-  36 02 30.22906(N)    094 10 07.47426(W) AD(2002.00) 0
 AE2997  ELLIP H (02/10/07)  346.681  (m)                       GP(2002.00)    
 AE2997  ELLIP H (09/21/01)  346.689  (m)                       GP(       ) 4 2
 AE2997  NAD 83(1997)-  36 02 30.22897(N)    094 10 07.47438(W) AD(       ) B
 AE2997  ELLIP H (09/19/97)  346.701  (m)                       GP(       ) 4 1
 AE2997
 AE2997.Superseded values are not recommended for survey control.
 AE2997
 AE2997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2997.See file dsdata.pdf to determine how the superseded data were derived.
 AE2997
 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  HISTORY     - 20071219 MARK NOT FOUND   INDIV
 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 DEPARTMENT OF TRANSPORTATION 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.
 AE2997
 AE2997                          STATION RECOVERY (2007)
 AE2997
 AE2997'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (DLM)
 AE2997'THERE HAS BEEN RECENT CONSTRUCTION IN THE AREA.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1697 ***********************************************************************
 FG1697  DESIGNATION -  ENOLA
 FG1697  PID         -  FG1697
 FG1697  STATE/COUNTY-  AR/FAULKNER
 FG1697  COUNTRY     -  US
 FG1697  USGS QUAD   -  ENOLA (2017)
 FG1697
 FG1697                         *CURRENT SURVEY CONTROL
 FG1697  ______________________________________________________________________
 FG1697* NAD 83(1997) POSITION- 35 13 40.47210(N) 092 11 58.83607(W)   ADJUSTED
 FG1697* NAVD 88 ORTHO HEIGHT -   164.    (meters)      538.    (feet) SCALED
 FG1697  ______________________________________________________________________
 FG1697  GEOID HEIGHT    -        -27.749 (meters)                     GEOID18
 FG1697  LAPLACE CORR    -          2.43  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1697.GEOID18 height accuracy estimate available here.
 FG1697
 FG1697.Click photographs - Photos may exist for this station.
 FG1697
 FG1697.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1697
 FG1697. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 FG1697:SPC AR N     -  ENOLA AZ MK                              351 09 54.9
 FG1697:UTM  15      -  ENOLA AZ MK                              350 35 14.6
 FG1697
 FG1697_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7282898611(NAD 83)
 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
 FG1697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1697.See file dsdata.pdf to determine how the superseded data were derived.
 FG1697
 FG1697_MARKER: DS = TRIANGULATION STATION DISK
 FG1697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1697_STAMPING: ENOLA 1940
 FG1697_MARK LOGO: CGS
 FG1697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1697+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DS1619 ***********************************************************************
 DS1619  HT_MOD      -  This is a Height Modernization Survey Station.
 DS1619  DESIGNATION -  ER GAINS
 DS1619  PID         -  DS1619
 DS1619  STATE/COUNTY-  AR/LEE
 DS1619  COUNTRY     -  US
 DS1619  USGS QUAD   -  MARIANNA (2017)
 DS1619
 DS1619                         *CURRENT SURVEY CONTROL
 DS1619  ______________________________________________________________________
 DS1619* NAD 83(2011) POSITION- 34 46 25.68217(N) 090 46 19.04769(W)   ADJUSTED
 DS1619* NAD 83(2011) ELLIP HT-    41.280 (meters)        (04/01/24)   ADJUSTED
 DS1619* NAD 83(2011) EPOCH   -  2010.00
 DS1619* NAVD 88 ORTHO HEIGHT -    68.10  (meters)      223.4   (feet) GPS OBS
 DS1619  ______________________________________________________________________
 DS1619  GEOID HEIGHT    -        -26.810 (meters)                     GEOID18
 DS1619  NAD 83(2011) X  -    -70,662.302 (meters)                     COMP
 DS1619  NAD 83(2011) Y  - -5,244,337.558 (meters)                     COMP
 DS1619  NAD 83(2011) Z  -  3,617,306.110 (meters)                     COMP
 DS1619  LAPLACE CORR    -         -0.90  (seconds)                    DEFLEC18
 DS1619
 DS1619  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS1619  Standards:
 DS1619         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS1619            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS1619  -------------------------------------------------------------------
 DS1619  NETWORK    0.81   1.20           0.33   0.33   0.61     -0.05773035
 DS1619  -------------------------------------------------------------------
 DS1619  Click here for local accuracies and other accuracy information.
 DS1619
 DS1619.The horizontal coordinates were established by GPS observations
 DS1619.and adjusted by the ARKANSAS DEPT OF TRANS in April 2024.
 DS1619
 DS1619.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS1619.been affixed to the stable North American tectonic plate. See 
 DS1619.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS1619
 DS1619.The horizontal coordinates are valid at the epoch date displayed above
 DS1619.which is a decimal equivalence of Year/Month/Day.
 DS1619
 DS1619.The orthometric height was determined by GPS observations and a
 DS1619.high-resolution geoid model using precise GPS observation and
 DS1619.processing techniques.
 DS1619
 DS1619.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS1619.GEOID18 height accuracy estimate available here.
 DS1619
 DS1619.Click photographs - Photos may exist for this station.
 DS1619
 DS1619.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS1619
 DS1619.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS1619
 DS1619.The ellipsoidal height was determined by GPS observations
 DS1619.and is referenced to NAD 83.
 DS1619
 DS1619. The following values were computed from the NAD 83(2011) position.
 DS1619
 DS1619;                    North         East     Units Scale Factor Converg.
 DS1619;SPC AR S     -   634,389.552   512,410.848   MT  1.00000160   +0 41 14.4
 DS1619;SPC AR S     - 2,081,326.39  1,681,134.59   sFT  1.00000160   +0 41 14.4
 DS1619;UTM  15      - 3,850,220.531   703,888.563   MT  1.00011239   +1 16 16.2
 DS1619
 DS1619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1619!SPC AR S     -   0.99999352  x   1.00000160  =   0.99999512
 DS1619!UTM  15      -   0.99999352  x   1.00011239  =   1.00010591
 DS1619
 DS1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU0388850220(NAD 83)
 DS1619
 DS1619                          SUPERSEDED SURVEY CONTROL
 DS1619
 DS1619.No superseded survey control is available for this station.
 DS1619
 DS1619_MARKER: F = FLANGE-ENCASED ROD
 DS1619_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DS1619_STAMPING: ER GAINS 2022
 DS1619_MARK LOGO: ARHD
 DS1619_PROJECTION: FLUSH
 DS1619_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DS1619_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS1619_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS1619+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2022
 DS1619_ROD/PIPE-DEPTH: 15.5 meters
 DS1619
 DS1619  HISTORY     - Date     Condition        Report By
 DS1619  HISTORY     - 20220801 MONUMENTED       ARHD
 DS1619
 DS1619                          STATION DESCRIPTION
 DS1619
 DS1619'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2022 (JDH)
 DS1619'THE MARK IS LOCATED ABOUT 8.1 MI (13.0 KM) SOUTH OF HAYNES, 7.4 MI
 DS1619'(11.9 KM) WEST-SOUTHWEST OF SOUDAN AND 0.8 MI (1.3 KM) WEST OF
 DS1619'MARIANNA.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DS1619'
 DS1619'TO REACH FROM THE INTERSECTION OF US HIGHWAY 79 AND STATE HIGHWAY 1,
 DS1619'HEAD SOUTH ALONG HIGHWAY 1 FOR 300 FT (91.4 M) TO THE STATION ON THE
 DS1619'LEFT.
 DS1619'
 DS1619'IT IS 58 FT (17.7 M) EAST OF A CURB, 14 FT (4.3 M) WEST OF THE
 DS1619'SOUTHWEST EDGE OF CONCRETE CORNER, 12 FT (3.7 M) WEST OF A WEB FENCE
 DS1619'AND WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0692 ***********************************************************************
 GF0692  DESIGNATION -  ERA 2007
 GF0692  PID         -  GF0692
 GF0692  STATE/COUNTY-  AR/MARION
 GF0692  COUNTRY     -  US
 GF0692  USGS QUAD   -  BULL SHOALS (2017)
 GF0692
 GF0692                         *CURRENT SURVEY CONTROL
 GF0692  ______________________________________________________________________
 GF0692* NAD 83(1997) POSITION- 36 29 52.98695(N) 092 36 19.11704(W)   ADJUSTED
 GF0692* NAVD 88 ORTHO HEIGHT -   243.85  (+/-2cm)      800.0   (feet) VERTCON3
 GF0692  ______________________________________________________________________
 GF0692  GEOID HEIGHT    -        -28.460 (meters)                     GEOID18
 GF0692  LAPLACE CORR    -          1.16  (seconds)                    DEFLEC18
 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
 GF0692.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0692.GEOID18 height accuracy estimate available here.
 GF0692
 GF0692.The vertical order pertains to the NGVD 29 superseded value.
 GF0692
 GF0692.Click photographs - Photos may exist for this station.
 GF0692
 GF0692.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0692
 GF0692. The following values were computed from the NAD 83(1997) position.
 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  =   1.00002926
 GF0692!SPC MO C     -   0.99996620  x   0.99993443  =   0.99990063
 GF0692!UTM  15      -   0.99996620  x   0.99961539  =   0.99958160
 GF0692
 GF0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA3534739264(NAD 83)
 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             243.74   (m)          799.7    (f) LEVELING    3  
 GF0692
 GF0692.Superseded values are not recommended for survey control.
 GF0692
 GF0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0692.See file dsdata.pdf to determine how the superseded data were derived.
 GF0692
 GF0692_MARKER: DD = SURVEY DISK
 GF0692_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GF0692_STAMPING: ERA 2007 1935
 GF0692_MARK LOGO: USGS
 GF0692_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0692
 GF0692  HISTORY     - Date     Condition        Report By
 GF0692  HISTORY     - 1935     MONUMENTED       USGS
 GF0692  HISTORY     - 1953     GOOD             CGS
 GF0692  HISTORY     - 20040830 MARK NOT FOUND   MODNR
 GF0692
 GF0692                          STATION DESCRIPTION
 GF0692
 GF0692'DESCRIBED BY COAST AND GEODETIC 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 = MARCH 20, 2026 22:17:28 EDT
 GF0708 ***********************************************************************
 GF0708  DESIGNATION -  EROS
 GF0708  PID         -  GF0708
 GF0708  STATE/COUNTY-  AR/MARION
 GF0708  COUNTRY     -  US
 GF0708  USGS QUAD   -  BRUNO (2017)
 GF0708
 GF0708                         *CURRENT SURVEY CONTROL
 GF0708  ______________________________________________________________________
 GF0708* NAD 83(1997) POSITION- 36 10 46.83828(N) 092 49 34.88397(W)   ADJUSTED
 GF0708* NAVD 88 ORTHO HEIGHT -   349.    (meters)     1145.    (feet) SCALED
 GF0708  ______________________________________________________________________
 GF0708  GEOID HEIGHT    -        -28.401 (meters)                     GEOID18
 GF0708  LAPLACE CORR    -         -0.05  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0708.GEOID18 height accuracy estimate available here.
 GF0708
 GF0708.Click photographs - Photos may exist for this station.
 GF0708
 GF0708.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0708
 GF0708. The following values were computed from the NAD 83(1997) position.
 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  =   0.99993950
 GF0708!UTM  15      -   0.99994966  x   0.99960300  =   0.99955268
 GF0708
 GF0708:                Primary Azimuth Mark                     Grid Az
 GF0708:SPC AR N     -  EROS AZ MK                               346 27 14.0
 GF0708:UTM  15      -  EROS AZ MK                               345 52 13.9
 GF0708
 GF0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA1561403891(NAD 83)
 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
 GF0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0708.See file dsdata.pdf to determine how the superseded data were derived.
 GF0708
 GF0708_MARKER: DS = TRIANGULATION STATION DISK
 GF0708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0708_STAMPING: EROS 1954 1965
 GF0708_MARK LOGO: CGS
 GF0708_PROJECTION: PROJECTING 15 CENTIMETERS
 GF0708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0708+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1873 ***********************************************************************
 EJ1873  DESIGNATION -  ESAU
 EJ1873  PID         -  EJ1873
 EJ1873  STATE/COUNTY-  AR/PERRY
 EJ1873  COUNTRY     -  US
 EJ1873  USGS QUAD   -  FOURCHE (2017)
 EJ1873
 EJ1873                         *CURRENT SURVEY CONTROL
 EJ1873  ______________________________________________________________________
 EJ1873* NAD 83(1997) POSITION- 34 59 21.79591(N) 092 36 16.25863(W)   ADJUSTED
 EJ1873* NAVD 88 ORTHO HEIGHT -   147.    (meters)      482.    (feet) SCALED
 EJ1873  ______________________________________________________________________
 EJ1873  GEOID HEIGHT    -        -27.964 (meters)                     GEOID18
 EJ1873  LAPLACE CORR    -          2.68  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1873.GEOID18 height accuracy estimate available here.
 EJ1873
 EJ1873.Click photographs - Photos may exist for this station.
 EJ1873
 EJ1873.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1873
 EJ1873. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 EJ1873:SPC AR N     -  TOM                                      317 48 17.7
 EJ1873:SPC AR S     -  TOM                                      317 47 29.3
 EJ1873:UTM  15      -  TOM                                      317 13 34.9
 EJ1873
 EJ1873_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU3609371937(NAD 83)
 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
 EJ1873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1873.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1873
 EJ1873_MARKER: DS = TRIANGULATION STATION DISK
 EJ1873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1873_STAMPING: ESAU 1940
 EJ1873_MARK LOGO: CGS
 EJ1873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1873+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1802 ***********************************************************************
 FG1802  DESIGNATION -  ESSEX
 FG1802  PID         -  FG1802
 FG1802  STATE/COUNTY-  AR/NEWTON
 FG1802  COUNTRY     -  US
 FG1802  USGS QUAD   -  PARTHENON (2017)
 FG1802
 FG1802                         *CURRENT SURVEY CONTROL
 FG1802  ______________________________________________________________________
 FG1802* NAD 83(1997) POSITION- 35 52 39.56141(N) 093 12 35.89973(W)   ADJUSTED
 FG1802* NAVD 88 ORTHO HEIGHT -   687.    (meters)     2254.    (feet) SCALED
 FG1802  ______________________________________________________________________
 FG1802  GEOID HEIGHT    -        -28.036 (meters)                     GEOID18
 FG1802  LAPLACE CORR    -         -0.31  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1802.GEOID18 height accuracy estimate available here.
 FG1802
 FG1802.Click photographs - Photos may exist for this station.
 FG1802
 FG1802.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1802
 FG1802. The following values were computed from the NAD 83(1997) position.
 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     -   0.99989657  x   0.99994901  =   0.99984558
 FG1802!UTM  15      -   0.99989657  x   0.99960443  =   0.99950104
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV8104670399(NAD 83)
 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
 FG1802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1802.See file dsdata.pdf to determine how the superseded data were derived.
 FG1802
 FG1802_MARKER: DS = TRIANGULATION STATION DISK
 FG1802_SETTING: 80 = SET IN A BOULDER
 FG1802_STAMPING: ESSEX 1928
 FG1802_MARK LOGO: CGS
 FG1802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1802+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1821 ***********************************************************************
 EJ1821  DESIGNATION -  ET 1 WMB
 EJ1821  PID         -  EJ1821
 EJ1821  STATE/COUNTY-  AR/GRANT
 EJ1821  COUNTRY     -  US
 EJ1821  USGS QUAD   -  PRAGUE (2017)
 EJ1821
 EJ1821                         *CURRENT SURVEY CONTROL
 EJ1821  ______________________________________________________________________
 EJ1821* NAD 83(1997) POSITION- 34 15 08.59724(N) 092 16 32.46834(W)   ADJUSTED
 EJ1821* NAVD 88 ORTHO HEIGHT -   104.    (meters)      341.    (feet) SCALED
 EJ1821  ______________________________________________________________________
 EJ1821  GEOID HEIGHT    -        -26.012 (meters)                     GEOID18
 EJ1821  LAPLACE CORR    -          0.49  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1821.GEOID18 height accuracy estimate available here.
 EJ1821
 EJ1821.Click photographs - Photos may exist for this station.
 EJ1821
 EJ1821.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1821
 EJ1821. The following values were computed from the NAD 83(1997) position.
 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  =   0.99964259
 EJ1821
 EJ1821_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT6669190378(NAD 83)
 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
 EJ1821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1821.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1821
 EJ1821_MARKER: DB = BENCH MARK DISK
 EJ1821_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ1821_STAMPING: ET 1 WMB 1961 342
 EJ1821_MARK LOGO: USGS
 EJ1821_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1821
 EJ1821  HISTORY     - Date     Condition        Report By
 EJ1821  HISTORY     - 1961     MONUMENTED       USGS
 EJ1821  HISTORY     - 1964     GOOD             CGS
 EJ1821
 EJ1821                          STATION DESCRIPTION
 EJ1821
 EJ1821'DESCRIBED BY COAST AND GEODETIC 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1801 ***********************************************************************
 EJ1801  DESIGNATION -  ET 32 KEE
 EJ1801  PID         -  EJ1801
 EJ1801  STATE/COUNTY-  AR/CLEVELAND
 EJ1801  COUNTRY     -  US
 EJ1801  USGS QUAD   -  FAITH (2017)
 EJ1801
 EJ1801                         *CURRENT SURVEY CONTROL
 EJ1801  ______________________________________________________________________
 EJ1801* NAD 83(1997) POSITION- 34 01 01.76731(N) 092 07 07.25636(W)   ADJUSTED
 EJ1801* NAVD 88 ORTHO HEIGHT -    80.    (meters)      262.    (feet) SCALED
 EJ1801  ______________________________________________________________________
 EJ1801  GEOID HEIGHT    -        -25.843 (meters)                     GEOID18
 EJ1801  LAPLACE CORR    -          0.26  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1801.GEOID18 height accuracy estimate available here.
 EJ1801
 EJ1801.Click photographs - Photos may exist for this station.
 EJ1801
 EJ1801.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1801
 EJ1801. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999151  x   0.99991851  =   0.99991002
 EJ1801!UTM  15      -   0.99999151  x   0.99968162  =   0.99967313
 EJ1801
 EJ1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT8137264408(NAD 83)
 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
 EJ1801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1801.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1801
 EJ1801_MARKER: DB = BENCH MARK DISK
 EJ1801_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ1801_STAMPING: ET KEE 32 1961
 EJ1801_MARK LOGO: USGS
 EJ1801_PROJECTION: FLUSH
 EJ1801_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1801
 EJ1801  HISTORY     - Date     Condition        Report By
 EJ1801  HISTORY     - 1961     MONUMENTED       USGS
 EJ1801  HISTORY     - 1964     GOOD             CGS
 EJ1801
 EJ1801                          STATION DESCRIPTION
 EJ1801
 EJ1801'DESCRIBED BY COAST AND GEODETIC 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1612 ***********************************************************************
 EJ1612  DESIGNATION -  ET 9 LR
 EJ1612  PID         -  EJ1612
 EJ1612  STATE/COUNTY-  AR/PULASKI
 EJ1612  COUNTRY     -  US
 EJ1612  USGS QUAD   -  SWEET HOME (2017)
 EJ1612
 EJ1612                         *CURRENT SURVEY CONTROL
 EJ1612  ______________________________________________________________________
 EJ1612* NAD 83(1986) POSITION- 34 40 40.64   (N) 092 14 02.82   (W)   HD_HELD1
 EJ1612* NAVD 88 ORTHO HEIGHT -    83.598 (meters)      274.27  (feet) ADJUSTED
 EJ1612  ______________________________________________________________________
 EJ1612  GEOID HEIGHT    -        -26.550 (meters)                     GEOID18
 EJ1612  DYNAMIC HEIGHT  -         83.519 (meters)      274.01  (feet) COMP
 EJ1612  MODELED GRAVITY -    979,690.3   (mgal)                       NAVD 88
 EJ1612
 EJ1612  VERT ORDER      -  FIRST     CLASS II
 EJ1612
 EJ1612.The horizontal coordinates were determined by differentially corrected
 EJ1612.hand held GPS observations or other comparable positioning techniques
 EJ1612.and have an estimated accuracy of +/- 3 meters.
 EJ1612
 EJ1612.The orthometric height was determined by differential leveling and
 EJ1612.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1612.in June 1991.
 EJ1612
 EJ1612.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1612.GEOID18 height accuracy estimate available here.
 EJ1612
 EJ1612.Click photographs - Photos may exist for this station.
 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     -   623,107.3     378,544.9     MT  (+/- 3 meters HH1 GPS) 
 EJ1612
 EJ1612_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7016137597(NAD 83)
 EJ1612
 EJ1612                          SUPERSEDED SURVEY CONTROL
 EJ1612
 EJ1612.No superseded survey control is available for this station.
 EJ1612
 EJ1612_MARKER: DD = SURVEY DISK
 EJ1612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK1059 ***********************************************************************
 DK1059  DESIGNATION -  EUDORA
 DK1059  PID         -  DK1059
 DK1059  STATE/COUNTY-  AR/CHICOT
 DK1059  COUNTRY     -  US
 DK1059  USGS QUAD   -  EUDORA SOUTH (2017)
 DK1059
 DK1059                         *CURRENT SURVEY CONTROL
 DK1059  ______________________________________________________________________
 DK1059* NAD 83(1986) POSITION- 33 06 43.     (N) 091 15 39.     (W)   SCALED
 DK1059* NAVD 88 ORTHO HEIGHT -    42.318 (meters)      138.84  (feet) ADJUSTED
 DK1059  ______________________________________________________________________
 DK1059  GEOID HEIGHT    -        -26.049 (meters)                     GEOID18
 DK1059  DYNAMIC HEIGHT  -         42.273 (meters)      138.69  (feet) COMP
 DK1059  MODELED GRAVITY -    979,578.7   (mgal)                       NAVD 88
 DK1059
 DK1059  VERT ORDER      -  SECOND    CLASS 0
 DK1059
 DK1059.The horizontal coordinates were scaled from a map and have
 DK1059.an estimated accuracy of +/- 6 seconds.
 DK1059
 DK1059.The orthometric height was determined by differential leveling and
 DK1059.adjusted by the NATIONAL GEODETIC SURVEY
 DK1059.in June 1991.
 DK1059
 DK1059.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1059.GEOID18 height accuracy estimate available here.
 DK1059
 DK1059.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS622650(NAD 83)
 DK1059
 DK1059                          SUPERSEDED SURVEY CONTROL
 DK1059
 DK1059  NGVD 29 (11/26/84)   42.414  (m)          139.15   (f) ADJUSTED    2 0
 DK1059
 DK1059.Superseded values are not recommended for survey control.
 DK1059
 DK1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1059.See file dsdata.pdf to determine how the superseded data were derived.
 DK1059
 DK1059_MARKER: DB = BENCH MARK DISK
 DK1059_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DK1059_SP_SET: PEDESTAL
 DK1059_STAMPING: EUDORA 1934
 DK1059_MARK LOGO: CGS
 DK1059_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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, 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 DEPARTMENT OF TRANSPORTATION 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 = MARCH 20, 2026 22:17:28 EDT
 DK2061 ***********************************************************************
 DK2061  DESIGNATION -  EUDORA PIONEER GRAIN INC ELEV
 DK2061  PID         -  DK2061
 DK2061  STATE/COUNTY-  AR/CHICOT
 DK2061  COUNTRY     -  US
 DK2061  USGS QUAD   -  EUDORA SOUTH (2017)
 DK2061
 DK2061                         *CURRENT SURVEY CONTROL
 DK2061  ______________________________________________________________________
 DK2061* NAD 83(1997) POSITION- 33 06 18.35525(N) 091 15 43.71392(W)   ADJUSTED
 DK2061  ______________________________________________________________________
 DK2061  GEOID HEIGHT    -        -26.056 (meters)                     GEOID18
 DK2061  LAPLACE CORR    -         -1.49  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK2061.GEOID18 height accuracy estimate available here.
 DK2061
 DK2061.Click photographs - Photos may exist for this station.
 DK2061
 DK2061.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK2061
 DK2061. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS6216064281(NAD 83)
 DK2061
 DK2061                          SUPERSEDED SURVEY CONTROL
 DK2061
 DK2061  NAD 83(1993)-  33 06 18.35543(N)    091 15 43.71403(W) AD(       ) 3
 DK2061  NAD 83(1992)-  33 06 18.36042(N)    091 15 43.70431(W) AD(       ) 3
 DK2061  NAD 83(1986)-  33 06 18.36716(N)    091 15 43.70647(W) AD(       ) 3
 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
 DK2061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2061.See file dsdata.pdf to determine how the superseded data were derived.
 DK2061
 DK2061_MARKER: 65 = GRAIN ELEVATOR
 DK2061
 DK2061  HISTORY     - Date     Condition        Report By
 DK2061  HISTORY     - 1958     FIRST OBSERVED   CGS
 DK2061  HISTORY     - 1967     GOOD             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 = MARCH 20, 2026 22:17:28 EDT
 DK1999 ***********************************************************************
 DK1999  DESIGNATION -  EUNICE
 DK1999  PID         -  DK1999
 DK1999  STATE/COUNTY-  AR/CHICOT
 DK1999  COUNTRY     -  US
 DK1999  USGS QUAD   -  ARKANSAS CITY (2017)
 DK1999
 DK1999                         *CURRENT SURVEY CONTROL
 DK1999  ______________________________________________________________________
 DK1999* NAD 83(1997) POSITION- 33 32 16.18531(N) 091 13 53.91523(W)   ADJUSTED
 DK1999* NAVD 88 ORTHO HEIGHT -    48.3   (meters)      158.    (feet) VERTCON3
 DK1999  ______________________________________________________________________
 DK1999  GEOID HEIGHT    -        -26.447 (meters)                     GEOID18
 DK1999  LAPLACE CORR    -         -1.81  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1999.GEOID18 height accuracy estimate available here.
 DK1999
 DK1999.Click photographs - Photos may exist for this station.
 DK1999
 DK1999.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK1999
 DK1999. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT6419312313(NAD 83)
 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(1993)-  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
 DK1999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1999.See file dsdata.pdf to determine how the superseded data were derived.
 DK1999
 DK1999_MARKER: DS = TRIANGULATION STATION DISK
 DK1999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1999_STAMPING: EUNICE 1965
 DK1999_MARK LOGO: CGS
 DK1999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1999+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0843 ***********************************************************************
 GF0843  DESIGNATION -  EUREKA SPRINGS
 GF0843  PID         -  GF0843
 GF0843  STATE/COUNTY-  AR/CARROLL
 GF0843  COUNTRY     -  US
 GF0843  USGS QUAD   -  EUREKA SPRINGS (2017)
 GF0843
 GF0843                         *CURRENT SURVEY CONTROL
 GF0843  ______________________________________________________________________
 GF0843* NAD 83(1997) POSITION- 36 23 55.67550(N) 093 44 43.62520(W)   ADJUSTED
 GF0843* NAVD 88 ORTHO HEIGHT -   448.    (meters)     1470.    (feet) SCALED
 GF0843  ______________________________________________________________________
 GF0843  GEOID HEIGHT    -        -28.244 (meters)                     GEOID18
 GF0843  LAPLACE CORR    -         -0.24  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0843.GEOID18 height accuracy estimate available here.
 GF0843
 GF0843.Click photographs - Photos may exist for this station.
 GF0843
 GF0843.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0843
 GF0843. The following values were computed from the NAD 83(1997) position.
 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  =   0.99997100
 GF0843!SPC MO W     -   0.99993410  x   0.99999760  =   0.99993170
 GF0843!UTM  15      -   0.99993410  x   0.99965505  =   0.99958918
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA3315328440(NAD 83)
 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(1993)-  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
 GF0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0843.See file dsdata.pdf to determine how the superseded data were derived.
 GF0843
 GF0843_MARKER: DS = TRIANGULATION STATION DISK
 GF0843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0843_STAMPING: EUREKA SPRINGS 1961
 GF0843_MARK LOGO: CGS
 GF0843_PROJECTION: FLUSH
 GF0843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0843+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0846 ***********************************************************************
 GF0846  DESIGNATION -  EUREKA SPRINGS 2
 GF0846  PID         -  GF0846
 GF0846  STATE/COUNTY-  AR/CARROLL
 GF0846  COUNTRY     -  US
 GF0846  USGS QUAD   -  EUREKA SPRINGS (2017)
 GF0846
 GF0846                         *CURRENT SURVEY CONTROL
 GF0846  ______________________________________________________________________
 GF0846* NAD 83(1997) POSITION- 36 23 54.95558(N) 093 44 45.92985(W)   NO CHECK
 GF0846* NAVD 88 ORTHO HEIGHT -   454.    (meters)     1489.    (feet) SCALED
 GF0846  ______________________________________________________________________
 GF0846  GEOID HEIGHT    -        -28.244 (meters)                     GEOID18
 GF0846  LAPLACE CORR    -         -0.22  (seconds)                    DEFLEC18
 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
 GF0846.No horizontal observational check was made to the station.
 GF0846
 GF0846.The orthometric height was scaled from a topographic map.
 GF0846
 GF0846.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0846.GEOID18 height accuracy estimate available here.
 GF0846
 GF0846.Click photographs - Photos may exist for this station.
 GF0846
 GF0846.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0846
 GF0846. The following values were computed from the NAD 83(1997) position.
 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     -   0.99993316  x   1.00003685  =   0.99997001
 GF0846!SPC MO W     -   0.99993316  x   0.99999751  =   0.99993067
 GF0846!UTM  15      -   0.99993316  x   0.99965515  =   0.99958834
 GF0846
 GF0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA3309528418(NAD 83)
 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(1993)-  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
 GF0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0846.See file dsdata.pdf to determine how the superseded data were derived.
 GF0846
 GF0846_MARKER: DS = TRIANGULATION STATION DISK
 GF0846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0846_STAMPING: EUREKA SPRINGS 2 1962
 GF0846_MARK LOGO: CGS
 GF0846_PROJECTION: RECESSED 5 CENTIMETERS
 GF0846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0846+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0845 ***********************************************************************
 GF0845  DESIGNATION -  EUREKA SPRINGS MUN STANDPIPE
 GF0845  PID         -  GF0845
 GF0845  STATE/COUNTY-  AR/CARROLL
 GF0845  COUNTRY     -  US
 GF0845  USGS QUAD   -  EUREKA SPRINGS (2017)
 GF0845
 GF0845                         *CURRENT SURVEY CONTROL
 GF0845  ______________________________________________________________________
 GF0845* NAD 83(1997) POSITION- 36 23 54.83122(N) 093 44 48.51533(W)   ADJUSTED
 GF0845  ______________________________________________________________________
 GF0845  GEOID HEIGHT    -        -28.243 (meters)                     GEOID18
 GF0845  LAPLACE CORR    -         -0.21  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0845.GEOID18 height accuracy estimate available here.
 GF0845
 GF0845.Click photographs - Photos may exist for this station.
 GF0845
 GF0845.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0845
 GF0845. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA3303128415(NAD 83)
 GF0845
 GF0845                          SUPERSEDED SURVEY CONTROL
 GF0845
 GF0845  NAD 83(1997)-  36 23 54.83949(N)    093 44 48.51619(W) AD(       ) 3
 GF0845  NAD 83(1993)-  36 23 54.84274(N)    093 44 48.51558(W) AD(       ) 3
 GF0845  NAD 83(1986)-  36 23 54.84289(N)    093 44 48.51564(W) AD(       ) 3
 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
 GF0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0845.See file dsdata.pdf to determine how the superseded data were derived.
 GF0845
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1905 ***********************************************************************
 FF1905  DESIGNATION -  EVADALE WILSON COMP STORAGE TK
 FF1905  PID         -  FF1905
 FF1905  STATE/COUNTY-  AR/MISSISSIPPI
 FF1905  COUNTRY     -  US
 FF1905  USGS QUAD   -  WILSON (2017)
 FF1905
 FF1905                         *CURRENT SURVEY CONTROL
 FF1905  ______________________________________________________________________
 FF1905* NAD 83(1997) POSITION- 35 33 04.31930(N) 090 05 37.01406(W)   ADJUSTED
 FF1905  ______________________________________________________________________
 FF1905  GEOID HEIGHT    -        -27.654 (meters)                     GEOID18
 FF1905  LAPLACE CORR    -          1.43  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1905.GEOID18 height accuracy estimate available here.
 FF1905
 FF1905.Click photographs - Photos may exist for this station.
 FF1905
 FF1905.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1905
 FF1905. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6345838058(NAD 83)
 FF1905
 FF1905                          SUPERSEDED SURVEY CONTROL
 FF1905
 FF1905  NAD 83(1995)-  35 33 04.31957(N)    090 05 37.01380(W) AD(       ) 3
 FF1905  NAD 83(1986)-  35 33 04.33035(N)    090 05 37.01290(W) AD(       ) 3
 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
 FF1905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1905.See file dsdata.pdf to determine how the superseded data were derived.
 FF1905
 FF1905_MARKER: 53 = ELEVATED TANK
 FF1905_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1905+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2011
 FF1905
 FF1905  HISTORY     - Date     Condition        Report By
 FF1905  HISTORY     - 1954     FIRST OBSERVED   CGS
 FF1905  HISTORY     - 1979     GOOD             NGS
 FF1905  HISTORY     - 20110610 GOOD             GEOCAC
 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.
 FF1905
 FF1905                          STATION RECOVERY (2011)
 FF1905
 FF1905'RECOVERY NOTE BY GEOCACHING 2011 (JA)
 FF1905'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1781 ***********************************************************************
 FG1781  DESIGNATION -  EVANS
 FG1781  PID         -  FG1781
 FG1781  STATE/COUNTY-  AR/VAN BUREN
 FG1781  COUNTRY     -  US
 FG1781  USGS QUAD   -  SCOTLAND (2017)
 FG1781
 FG1781                         *CURRENT SURVEY CONTROL
 FG1781  ______________________________________________________________________
 FG1781* NAD 83(1997) POSITION- 35 36 51.44939(N) 092 30 49.41372(W)   ADJUSTED
 FG1781* NAVD 88 ORTHO HEIGHT -   459.    (meters)     1506.    (feet) SCALED
 FG1781  ______________________________________________________________________
 FG1781  GEOID HEIGHT    -        -27.939 (meters)                     GEOID18
 FG1781  LAPLACE CORR    -          0.49  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1781.GEOID18 height accuracy estimate available here.
 FG1781
 FG1781.Click photographs - Photos may exist for this station.
 FG1781
 FG1781.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1781
 FG1781. The following values were computed from the NAD 83(1997) position.
 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  =   0.99986841
 FG1781!UTM  15      -   0.99993233  x   0.99962390  =   0.99955626
 FG1781
 FG1781:                Primary Azimuth Mark                     Grid Az
 FG1781:SPC AR N     -  EVANS AZ MK                              285 42 22.0
 FG1781:UTM  15      -  EVANS AZ MK                              285 07 26.4
 FG1781
 FG1781_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV4403941277(NAD 83)
 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
 FG1781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1781.See file dsdata.pdf to determine how the superseded data were derived.
 FG1781
 FG1781_MARKER: DS = TRIANGULATION STATION DISK
 FG1781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1781_STAMPING: EVANS 1954
 FG1781_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FH0963 ***********************************************************************
 FH0963  DESIGNATION -  EVANS
 FH0963  PID         -  FH0963
 FH0963  STATE/COUNTY-  AR/WASHINGTON
 FH0963  COUNTRY     -  US
 FH0963  USGS QUAD   -  EVANSVILLE (2017)
 FH0963
 FH0963                         *CURRENT SURVEY CONTROL
 FH0963  ______________________________________________________________________
 FH0963* NAD 83(1997) POSITION- 35 45 58.97258(N) 094 29 39.11514(W)   ADJUSTED
 FH0963* NAVD 88 ORTHO HEIGHT -   525.    (meters)     1722.    (feet) SCALED
 FH0963  ______________________________________________________________________
 FH0963  GEOID HEIGHT    -        -28.634 (meters)                     GEOID18
 FH0963  LAPLACE CORR    -          2.44  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0963.GEOID18 height accuracy estimate available here.
 FH0963
 FH0963.Click photographs - Photos may exist for this station.
 FH0963
 FH0963.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH0963
 FH0963. The following values were computed from the NAD 83(1997) position.
 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  =   0.99986305
 FH0963!SPC OK N     -   0.99992207  x   0.99996976  =   0.99989184
 FH0963!UTM  15      -   0.99992207  x   0.99982481  =   0.99974690
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV6493059066(NAD 83)
 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(1993)-  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
 FH0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0963.See file dsdata.pdf to determine how the superseded data were derived.
 FH0963
 FH0963_MARKER: DS = TRIANGULATION STATION DISK
 FH0963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0963_STAMPING: EVANS 1935
 FH0963_MARK LOGO: CGS
 FH0963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0963+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DQ4458 ***********************************************************************
 DQ4458  DESIGNATION -  EVERGREEN
 DQ4458  PID         -  DQ4458
 DQ4458  STATE/COUNTY-  AR/JEFFERSON
 DQ4458  COUNTRY     -  US
 DQ4458  USGS QUAD   -  LADD (2017)
 DQ4458
 DQ4458                         *CURRENT SURVEY CONTROL
 DQ4458  ______________________________________________________________________
 DQ4458* NAD 83(1986) POSITION- 34 14 10.90   (N) 091 54 30.74   (W)   HD_HELD1
 DQ4458* NAVD 88 ORTHO HEIGHT -    66.218 (meters)      217.25  (feet) ADJUSTED
 DQ4458  ______________________________________________________________________
 DQ4458  GEOID HEIGHT    -        -26.017 (meters)                     GEOID18
 DQ4458  DYNAMIC HEIGHT  -         66.153 (meters)      217.04  (feet) COMP
 DQ4458  MODELED GRAVITY -    979,665.6   (mgal)                       NAVD 88
 DQ4458
 DQ4458  VERT ORDER      -  FIRST     CLASS II
 DQ4458
 DQ4458.The horizontal coordinates were determined by differentially corrected
 DQ4458.hand held GPS observations or other comparable positioning techniques
 DQ4458.and have an estimated accuracy of +/- 3 meters.
 DQ4458
 DQ4458.The orthometric height was determined by differential leveling and
 DQ4458.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4458.in February 2017.
 DQ4458
 DQ4458.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4458.GEOID18 height accuracy estimate available here.
 DQ4458
 DQ4458.Click photographs - Photos may exist for this station.
 DQ4458
 DQ4458.The dynamic height is computed by dividing the NAVD 88
 DQ4458.geopotential number by the normal gravity value computed on the
 DQ4458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4458.degrees latitude (g = 980.6199 gals.).
 DQ4458
 DQ4458.The modeled gravity was interpolated from observed gravity values.
 DQ4458
 DQ4458;                    North         East    Units  Estimated Accuracy
 DQ4458;SPC AR S     -   574,102.7     408,425.5     MT  (+/- 3 meters HH1 GPS) 
 DQ4458
 DQ4458_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT0051688902(NAD 83)
 DQ4458
 DQ4458                          SUPERSEDED SURVEY CONTROL
 DQ4458
 DQ4458.No superseded survey control is available for this station.
 DQ4458
 DQ4458_MARKER: DB = BENCH MARK DISK
 DQ4458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ4458_STAMPING: EVERGREEN 2015
 DQ4458_MARK LOGO: ARHD
 DQ4458_PROJECTION: FLUSH
 DQ4458_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DQ4458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ4458+STABILITY: SURFACE MOTION
 DQ4458_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4458+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2015
 DQ4458
 DQ4458  HISTORY     - Date     Condition        Report By
 DQ4458  HISTORY     - 20150623 MONUMENTED       ARHD
 DQ4458
 DQ4458                          STATION DESCRIPTION
 DQ4458
 DQ4458'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 DQ4458'THE STATION IS LOCATED ABOUT 6.6 MI (10.6 KM) NORTH OF LADD, 5.4 MI
 DQ4458'(8.7 KM) EAST OF PINE BLUFF AND 3.2 MI (5.1 KM) SOUTH-SOUTHWEST OF ROB
 DQ4458'ROY.  CORPS OF ENGINEER.
 DQ4458'
 DQ4458'TO REACH FROM THE INTERSECTION OF US HIGHWAY 79/63 AND US HIGHWAY 65
 DQ4458'B, GO NORTH ON HIGHWAY 79/63 FOR 4.7 MI (7.6 KM) TURN RIGHT ON COUNTY
 DQ4458'ROAD FRENCH TOWN AUBURN LEVEE ROAD AND GO FOR 0.7 MI (1.1 KM) TO THE
 DQ4458'STATION ON THE LEFT.
 DQ4458'
 DQ4458'IT IS 17 FT (5.2 M) EAST OF FRENCH TOWN AUBURN LEVY ROAD CENTERLINE, 6
 DQ4458'FT (1.8 M) SOUTH OF THE EAST END OF A METAL GATE AND 1 FT (0.3 M) WEST
 DQ4458'OF THE SOUTHEAST METAL BRACE POST AND WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK0820 ***********************************************************************
 DK0820  DESIGNATION -  EWENS BOLT
 DK0820  PID         -  DK0820
 DK0820  STATE/COUNTY-  AR/DESHA
 DK0820  COUNTRY     -  US
 DK0820  USGS QUAD   -  MONTGOMERY ISLAND (2017)
 DK0820
 DK0820                         *CURRENT SURVEY CONTROL
 DK0820  ______________________________________________________________________
 DK0820* NAD 83(1986) POSITION- 33 54 18.     (N) 091 03 59.     (W)   SCALED
 DK0820* NAVD 88 ORTHO HEIGHT -    45.69  (+/-2cm)      149.9   (feet) VERTCON3
 DK0820  ______________________________________________________________________
 DK0820  GEOID HEIGHT    -        -26.502 (meters)                     GEOID18
 DK0820  VERT ORDER      -  FIRST     CLASS II (See Below)
 DK0820
 DK0820.The horizontal coordinates were scaled from a 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
 DK0820.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK0820.GEOID18 height accuracy estimate available here.
 DK0820
 DK0820.The vertical order pertains to the NGVD 29 superseded value.
 DK0820
 DK0820.Click photographs - Photos may exist for this station.
 DK0820
 DK0820;                    North         East    Units  Estimated Accuracy
 DK0820;SPC AR S     -   537,740.      486,340.      MT  (+/- 180 meters Scaled)
 DK0820
 DK0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT787533(NAD 83)
 DK0820
 DK0820                          SUPERSEDED SURVEY CONTROL
 DK0820
 DK0820  NGVD 29 (11/26/84)   45.754  (m)          150.11   (f) ADJUSTED    1 2
 DK0820
 DK0820.Superseded values are not recommended for survey control.
 DK0820
 DK0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0820.See file dsdata.pdf to determine how the superseded data were derived.
 DK0820
 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 = MARCH 20, 2026 22:17:28 EDT
 DK0822 ***********************************************************************
 DK0822  DESIGNATION -  EWENS CAP
 DK0822  PID         -  DK0822
 DK0822  STATE/COUNTY-  AR/DESHA
 DK0822  COUNTRY     -  US
 DK0822  USGS QUAD   -  MONTGOMERY ISLAND (2017)
 DK0822
 DK0822                         *CURRENT SURVEY CONTROL
 DK0822  ______________________________________________________________________
 DK0822* NAD 83(1986) POSITION- 33 54 19.     (N) 091 03 57.     (W)   SCALED
 DK0822* NAVD 88 ORTHO HEIGHT -    46.92  (+/-2cm)      153.9   (feet) VERTCON3
 DK0822  ______________________________________________________________________
 DK0822  GEOID HEIGHT    -        -26.502 (meters)                     GEOID18
 DK0822  VERT ORDER      -  FIRST     CLASS II (See Below)
 DK0822
 DK0822.The horizontal coordinates were scaled from a 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
 DK0822.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK0822.GEOID18 height accuracy estimate available here.
 DK0822
 DK0822.The vertical order pertains to the NGVD 29 superseded value.
 DK0822
 DK0822.Click photographs - Photos may exist for this station.
 DK0822
 DK0822;                    North         East    Units  Estimated Accuracy
 DK0822;SPC AR S     -   537,770.      486,390.      MT  (+/- 180 meters Scaled)
 DK0822
 DK0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT788533(NAD 83)
 DK0822
 DK0822                          SUPERSEDED SURVEY CONTROL
 DK0822
 DK0822  NGVD 29 (11/26/84)   46.987  (m)          154.16   (f) ADJUSTED    1 2
 DK0822
 DK0822.Superseded values are not recommended for survey control.
 DK0822
 DK0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0822.See file dsdata.pdf to determine how the superseded data were derived.
 DK0822
 DK0822_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK0822_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK0822_MARK LOGO: MRC
 DK0822_MAGNETIC: P = MARKER IS A STEEL PIPE
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1707 ***********************************************************************
 FG1707  DESIGNATION -  EXPERIMENTAL
 FG1707  PID         -  FG1707
 FG1707  STATE/COUNTY-  AR/FAULKNER
 FG1707  COUNTRY     -  US
 FG1707  USGS QUAD   -  CONWAY (2017)
 FG1707
 FG1707                         *CURRENT SURVEY CONTROL
 FG1707  ______________________________________________________________________
 FG1707* NAD 83(1997) POSITION- 35 02 55.84767(N) 092 27 59.29723(W)   ADJUSTED
 FG1707* NAVD 88 ORTHO HEIGHT -   144.    (meters)      472.    (feet) SCALED
 FG1707  ______________________________________________________________________
 FG1707  GEOID HEIGHT    -        -27.901 (meters)                     GEOID18
 FG1707  LAPLACE CORR    -          2.77  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1707.GEOID18 height accuracy estimate available here.
 FG1707
 FG1707.Click photographs - Photos may exist for this station.
 FG1707
 FG1707.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1707
 FG1707. The following values were computed from the NAD 83(1997) position.
 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     -  EXPERIMENTAL AZ MK                       026 49 18.3
 FG1707:SPC AR S     -  EXPERIMENTAL AZ MK                       026 48 41.0
 FG1707:UTM  15      -  EXPERIMENTAL AZ MK                       026 14 38.1
 FG1707
 FG1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU4865678590(NAD 83)
 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
 FG1707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1707.See file dsdata.pdf to determine how the superseded data were derived.
 FG1707
 FG1707_MARKER: DS = TRIANGULATION STATION DISK
 FG1707_SETTING: 66 = SET IN ROCK OUTCROP
 FG1707_STAMPING: EXPERIMENTAL 1940
 FG1707_MARK LOGO: CGS
 FG1707_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FG1707+STABILITY: POSITION/ELEVATION WELL
 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 = MARCH 20, 2026 22:17:28 EDT
 DK0899 ***********************************************************************
 DK0899  DESIGNATION -  F
 DK0899  PID         -  DK0899
 DK0899  STATE/COUNTY-  AR/DESHA
 DK0899  COUNTRY     -  US
 DK0899  USGS QUAD   -  ARKANSAS CITY (2017)
 DK0899
 DK0899                         *CURRENT SURVEY CONTROL
 DK0899  ______________________________________________________________________
 DK0899* NAD 83(1986) POSITION- 33 36 11.     (N) 091 12 25.     (W)   SCALED
 DK0899* NAVD 88 ORTHO HEIGHT -    42.311 (meters)      138.82  (feet) ADJUSTED
 DK0899  ______________________________________________________________________
 DK0899  GEOID HEIGHT    -        -26.485 (meters)                     GEOID18
 DK0899  DYNAMIC HEIGHT  -         42.267 (meters)      138.67  (feet) COMP
 DK0899  MODELED GRAVITY -    979,592.3   (mgal)                       NAVD 88
 DK0899
 DK0899  VERT ORDER      -  SECOND    CLASS 0
 DK0899
 DK0899.The horizontal coordinates were scaled from a map and have
 DK0899.an estimated accuracy of +/- 6 seconds.
 DK0899
 DK0899.The orthometric height was determined by differential leveling and
 DK0899.adjusted by the NATIONAL GEODETIC SURVEY
 DK0899.in June 1991.
 DK0899
 DK0899.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK0899.GEOID18 height accuracy estimate available here.
 DK0899
 DK0899.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT663195(NAD 83)
 DK0899
 DK0899                          SUPERSEDED SURVEY CONTROL
 DK0899
 DK0899  NGVD 29 (11/26/84)   42.410  (m)          139.14   (f) ADJUSTED    2 0
 DK0899
 DK0899.Superseded values are not recommended for survey control.
 DK0899
 DK0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0899.See file dsdata.pdf to determine how the superseded data were derived.
 DK0899
 DK0899_MARKER: V = STONE MONUMENT
 DK0899_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DK0899_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0899
 DK0899  HISTORY     - Date     Condition        Report By
 DK0899  HISTORY     - 1887     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 = MARCH 20, 2026 22:17:28 EDT
 GE0556 ***********************************************************************
 GE0556  DESIGNATION -  F 1
 GE0556  PID         -  GE0556
 GE0556  STATE/COUNTY-  AR/FULTON
 GE0556  COUNTRY     -  US
 GE0556  USGS QUAD   -  MAMMOTH SPRING (2017)
 GE0556
 GE0556                         *CURRENT SURVEY CONTROL
 GE0556  ______________________________________________________________________
 GE0556* NAD 83(1986) POSITION- 36 29 35.06   (N) 091 32 04.91   (W)   HD_HELD1
 GE0556* NAVD 88 ORTHO HEIGHT -   153.779 (meters)      504.52  (feet) ADJUSTED
 GE0556  ______________________________________________________________________
 GE0556  GEOID HEIGHT    -        -28.546 (meters)                     GEOID18
 GE0556  DYNAMIC HEIGHT  -        153.653 (meters)      504.11  (feet) COMP
 GE0556  MODELED GRAVITY -    979,809.8   (mgal)                       NAVD 88
 GE0556
 GE0556  VERT ORDER      -  FIRST     CLASS II
 GE0556
 GE0556.The horizontal coordinates were determined by differentially corrected
 GE0556.hand held GPS observations or other comparable positioning techniques
 GE0556.and have an estimated accuracy of +/- 3 meters.
 GE0556
 GE0556.The orthometric height was determined by differential leveling and
 GE0556.adjusted by the NATIONAL GEODETIC SURVEY
 GE0556.in June 1991.
 GE0556
 GE0556.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0556.GEOID18 height accuracy estimate available here.
 GE0556
 GE0556.Click photographs - Photos may exist for this station.
 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     -   239,717.5     441,693.1     MT  (+/- 3 meters HH1 GPS) 
 GE0556
 GE0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA3124139637(NAD 83)
 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
 GE0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0556.See file dsdata.pdf to determine how the superseded data were derived.
 GE0556
 GE0556_MARKER: DB = BENCH MARK DISK
 GE0556_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GE0556_SP_SET: BRIDGE
 GE0556_STAMPING: F 1 1928
 GE0556_MARK LOGO: CGS
 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  HISTORY     - 20100810 MARK NOT FOUND   ARHD
 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.
 GE0556
 GE0556                          STATION RECOVERY (2010)
 GE0556
 GE0556'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2010 (NVL)
 GE0556'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0041 ***********************************************************************
 EJ0041  DESIGNATION -  F 10
 EJ0041  PID         -  EJ0041
 EJ0041  STATE/COUNTY-  AR/PULASKI
 EJ0041  COUNTRY     -  US
 EJ0041  USGS QUAD   -  JACKSONVILLE (2017)
 EJ0041
 EJ0041                         *CURRENT SURVEY CONTROL
 EJ0041  ______________________________________________________________________
 EJ0041* NAD 83(1986) POSITION- 34 51 56.67   (N) 092 06 36.72   (W)   HD_HELD1
 EJ0041* NAVD 88 ORTHO HEIGHT -    85.849 (meters)      281.66  (feet) ADJUSTED
 EJ0041  ______________________________________________________________________
 EJ0041  GEOID HEIGHT    -        -26.949 (meters)                     GEOID18
 EJ0041  DYNAMIC HEIGHT  -         85.769 (meters)      281.39  (feet) COMP
 EJ0041  MODELED GRAVITY -    979,708.0   (mgal)                       NAVD 88
 EJ0041
 EJ0041  VERT ORDER      -  SECOND    CLASS I
 EJ0041
 EJ0041.The horizontal coordinates were determined by differentially corrected
 EJ0041.hand held GPS observations or other comparable positioning techniques
 EJ0041.and have an estimated accuracy of +/- 3 meters.
 EJ0041
 EJ0041.The orthometric height was determined by differential leveling and
 EJ0041.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0041.in June 2022.
 EJ0041
 EJ0041.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0041.GEOID18 height accuracy estimate available here.
 EJ0041
 EJ0041.Click photographs - Photos may exist for this station.
 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     -   643,920.5     389,923.4     MT  (+/- 3 meters HH1 GPS) 
 EJ0041
 EJ0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU8132958515(NAD 83)
 EJ0041
 EJ0041                          SUPERSEDED SURVEY CONTROL
 EJ0041
 EJ0041  NAVD 88 (??/??/92)   85.832  (m)          281.60   (f) SUPERSEDED  3 0
 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
 EJ0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0041.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0041
 EJ0041_MARKER: DB = BENCH MARK DISK
 EJ0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0041_STAMPING: F 10 1932 281.719
 EJ0041_MARK LOGO: CGS
 EJ0041_PROJECTION: RECESSED 49 CENTIMETERS
 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             CGS
 EJ0041
 EJ0041                          STATION DESCRIPTION
 EJ0041
 EJ0041'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG1128 ***********************************************************************
 FG1128  DESIGNATION -  F 101
 FG1128  PID         -  FG1128
 FG1128  STATE/COUNTY-  AR/CONWAY
 FG1128  COUNTRY     -  US
 FG1128  USGS QUAD   -  ADONA (2017)
 FG1128
 FG1128                         *CURRENT SURVEY CONTROL
 FG1128  ______________________________________________________________________
 FG1128* NAD 83(1986) POSITION- 35 05 05.     (N) 092 58 05.     (W)   SCALED
 FG1128* NAVD 88 ORTHO HEIGHT -   133.616 (meters)      438.37  (feet) ADJUSTED
 FG1128  ______________________________________________________________________
 FG1128  GEOID HEIGHT    -        -28.815 (meters)                     GEOID18
 FG1128  DYNAMIC HEIGHT  -        133.486 (meters)      437.95  (feet) COMP
 FG1128  MODELED GRAVITY -    979,662.0   (mgal)                       NAVD 88
 FG1128
 FG1128  VERT ORDER      -  SECOND    CLASS 0
 FG1128
 FG1128.The horizontal coordinates were scaled from a map and have
 FG1128.an estimated accuracy of +/- 6 seconds.
 FG1128
 FG1128.The orthometric height was determined by differential leveling and
 FG1128.adjusted by the NATIONAL GEODETIC SURVEY
 FG1128.in June 1991.
 FG1128
 FG1128.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1128.GEOID18 height accuracy estimate available here.
 FG1128
 FG1128.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU029824(NAD 83)
 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
 FG1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1128.See file dsdata.pdf to determine how the superseded data were derived.
 FG1128
 FG1128_MARKER: DB = BENCH MARK DISK
 FG1128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1128_STAMPING: F 101 1935
 FG1128_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1087 ***********************************************************************
 EJ1087  DESIGNATION -  F 102
 EJ1087  PID         -  EJ1087
 EJ1087  STATE/COUNTY-  AR/YELL
 EJ1087  COUNTRY     -  US
 EJ1087  USGS QUAD   -  PLAINVIEW (2017)
 EJ1087
 EJ1087                         *CURRENT SURVEY CONTROL
 EJ1087  ______________________________________________________________________
 EJ1087* NAD 83(1986) POSITION- 34 56 12.     (N) 093 19 45.     (W)   SCALED
 EJ1087* NAVD 88 ORTHO HEIGHT -   107.685 (meters)      353.30  (feet) ADJUSTED
 EJ1087  ______________________________________________________________________
 EJ1087  GEOID HEIGHT    -        -29.244 (meters)                     GEOID18
 EJ1087  DYNAMIC HEIGHT  -        107.578 (meters)      352.95  (feet) COMP
 EJ1087  MODELED GRAVITY -    979,647.6   (mgal)                       NAVD 88
 EJ1087
 EJ1087  VERT ORDER      -  SECOND    CLASS 0
 EJ1087
 EJ1087.The horizontal coordinates were scaled from a map and have
 EJ1087.an estimated accuracy of +/- 6 seconds.
 EJ1087
 EJ1087.The orthometric height was determined by differential leveling and
 EJ1087.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1087.in June 1991.
 EJ1087
 EJ1087.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1087.GEOID18 height accuracy estimate available here.
 EJ1087
 EJ1087.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU699660(NAD 83)
 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
 EJ1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1087.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1087
 EJ1087_MARKER: DB = BENCH MARK DISK
 EJ1087_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ1087_STAMPING: F 102 1935
 EJ1087_MARK LOGO: CGS
 EJ1087_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1087
 EJ1087  HISTORY     - Date     Condition        Report By
 EJ1087  HISTORY     - 1935     MONUMENTED       CGS
 EJ1087  HISTORY     - 1965     MARK NOT FOUND   CGS
 EJ1087
 EJ1087                          STATION DESCRIPTION
 EJ1087
 EJ1087'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0828 ***********************************************************************
 EJ0828  DESIGNATION -  F 103 RESET
 EJ0828  PID         -  EJ0828
 EJ0828  STATE/COUNTY-  AR/PERRY
 EJ0828  COUNTRY     -  US
 EJ0828  USGS QUAD   -  APLIN (2017)
 EJ0828
 EJ0828                         *CURRENT SURVEY CONTROL
 EJ0828  ______________________________________________________________________
 EJ0828* NAD 83(1986) POSITION- 34 58 25.69   (N) 092 58 51.10   (W)   HD_HELD1
 EJ0828* NAVD 88 ORTHO HEIGHT -   100.99  (meters)      331.3   (feet) RESET
 EJ0828  ______________________________________________________________________
 EJ0828  GEOID HEIGHT    -        -28.632 (meters)                     GEOID18
 EJ0828  VERT ORDER      -  THIRD
 EJ0828
 EJ0828.The horizontal coordinates were determined by differentially corrected
 EJ0828.hand held GPS observations or other comparable positioning techniques
 EJ0828.and have an estimated accuracy of +/- 3 meters.
 EJ0828
 EJ0828.The orthometric height was computed from unverified reset data.
 EJ0828
 EJ0828.No vertical observational check was made to the station.
 EJ0828
 EJ0828.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0828.GEOID18 height accuracy estimate available here.
 EJ0828
 EJ0828.Click photographs - Photos may exist for this station.
 EJ0828
 EJ0828;                    North         East    Units  Estimated Accuracy
 EJ0828;SPC AR N     -    71,501.2     310,432.6     MT  (+/- 3 meters HH1 GPS) 
 EJ0828
 EJ0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU0174770138(NAD 83)
 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
 EJ0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0828.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0828
 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_MARK LOGO: CGS
 EJ0828_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ0828_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EJ0828+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2013
 EJ0828
 EJ0828  HISTORY     - Date     Condition        Report By
 EJ0828  HISTORY     - 1962     MONUMENTED       CGS
 EJ0828  HISTORY     - 20130708 GOOD             USACEL
 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.
 EJ0828
 EJ0828                          STATION RECOVERY (2013)
 EJ0828
 EJ0828'RECOVERY NOTE BY USACE LITTLE ROCK 2013
 EJ0828'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0812 ***********************************************************************
 EJ0812  DESIGNATION -  F 104
 EJ0812  PID         -  EJ0812
 EJ0812  STATE/COUNTY-  AR/GARLAND
 EJ0812  COUNTRY     -  US
 EJ0812  USGS QUAD   -  GOOSEPOND MOUNTAIN (2017)
 EJ0812
 EJ0812                         *CURRENT SURVEY CONTROL
 EJ0812  ______________________________________________________________________
 EJ0812* NAD 83(1986) POSITION- 34 41 59.     (N) 092 59 04.     (W)   SCALED
 EJ0812* NAVD 88 ORTHO HEIGHT -   184.129 (meters)      604.10  (feet) ADJUSTED
 EJ0812  ______________________________________________________________________
 EJ0812  GEOID HEIGHT    -        -27.615 (meters)                     GEOID18
 EJ0812  DYNAMIC HEIGHT  -        183.949 (meters)      603.51  (feet) COMP
 EJ0812  MODELED GRAVITY -    979,654.9   (mgal)                       NAVD 88
 EJ0812
 EJ0812  VERT ORDER      -  SECOND    CLASS 0
 EJ0812
 EJ0812.The horizontal coordinates were scaled from a map and have
 EJ0812.an estimated accuracy of +/- 6 seconds.
 EJ0812
 EJ0812.The orthometric height was determined by differential leveling and
 EJ0812.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0812.in June 1991.
 EJ0812
 EJ0812.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0812.GEOID18 height accuracy estimate available here.
 EJ0812
 EJ0812.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU014397(NAD 83)
 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
 EJ0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0812.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0812
 EJ0812_MARKER: DB = BENCH MARK DISK
 EJ0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0812_STAMPING: F 104 1935
 EJ0812_MARK LOGO: CGS
 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             CGS
 EJ0812  HISTORY     - 1972     MARK NOT FOUND   USGS
 EJ0812
 EJ0812                          STATION DESCRIPTION
 EJ0812
 EJ0812'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1066 ***********************************************************************
 EJ1066  DESIGNATION -  F 105
 EJ1066  PID         -  EJ1066
 EJ1066  STATE/COUNTY-  AR/GARLAND
 EJ1066  COUNTRY     -  US
 EJ1066  USGS QUAD   -  MOUNTAIN PINE (2017)
 EJ1066
 EJ1066                         *CURRENT SURVEY CONTROL
 EJ1066  ______________________________________________________________________
 EJ1066* NAD 83(1986) POSITION- 34 35 55.     (N) 093 14 53.     (W)   SCALED
 EJ1066* NAVD 88 ORTHO HEIGHT -   133.382 (meters)      437.60  (feet) ADJUSTED
 EJ1066  ______________________________________________________________________
 EJ1066  GEOID HEIGHT    -        -27.918 (meters)                     GEOID18
 EJ1066  DYNAMIC HEIGHT  -        133.251 (meters)      437.17  (feet) COMP
 EJ1066  MODELED GRAVITY -    979,649.8   (mgal)                       NAVD 88
 EJ1066
 EJ1066  VERT ORDER      -  SECOND    CLASS 0
 EJ1066
 EJ1066.The horizontal coordinates were scaled from a map and have
 EJ1066.an estimated accuracy of +/- 6 seconds.
 EJ1066
 EJ1066.The orthometric height was determined by differential leveling and
 EJ1066.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1066.in June 1991.
 EJ1066
 EJ1066.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1066.GEOID18 height accuracy estimate available here.
 EJ1066
 EJ1066.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU772285(NAD 83)
 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
 EJ1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1066.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1066
 EJ1066_MARKER: DB = BENCH MARK DISK
 EJ1066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1066_STAMPING: F 105 1935
 EJ1066_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0486 ***********************************************************************
 FG0486  DESIGNATION -  F 106
 FG0486  PID         -  FG0486
 FG0486  STATE/COUNTY-  AR/POPE
 FG0486  COUNTRY     -  US
 FG0486  USGS QUAD   -  HECTOR (2017)
 FG0486
 FG0486                         *CURRENT SURVEY CONTROL
 FG0486  ______________________________________________________________________
 FG0486* NAD 83(1986) POSITION- 35 29 27.38   (N) 092 53 41.44   (W)   HD_HELD1
 FG0486* NAVD 88 ORTHO HEIGHT -   562.277 (meters)     1844.74  (feet) ADJUSTED
 FG0486  ______________________________________________________________________
 FG0486  GEOID HEIGHT    -        -28.438 (meters)                     GEOID18
 FG0486  DYNAMIC HEIGHT  -        561.725 (meters)     1842.93  (feet) COMP
 FG0486  MODELED GRAVITY -    979,632.9   (mgal)                       NAVD 88
 FG0486
 FG0486  VERT ORDER      -  SECOND    CLASS 0
 FG0486
 FG0486.The horizontal coordinates were determined by differentially corrected
 FG0486.hand held GPS observations or other comparable positioning techniques
 FG0486.and have an estimated accuracy of +/- 3 meters.
 FG0486
 FG0486.The orthometric height was determined by differential leveling and
 FG0486.adjusted by the NATIONAL GEODETIC SURVEY
 FG0486.in June 1991.
 FG0486
 FG0486.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0486.GEOID18 height accuracy estimate available here.
 FG0486
 FG0486.Click photographs - Photos may exist for this station.
 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     -   128,795.2     318,808.4     MT  (+/- 3 meters HH1 GPS) 
 FG0486
 FG0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV0953727493(NAD 83)
 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
 FG0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0486.See file dsdata.pdf to determine how the superseded data were derived.
 FG0486
 FG0486_MARKER: DB = BENCH MARK DISK
 FG0486_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0486_STAMPING: F 106 1935
 FG0486_MARK LOGO: CGS
 FG0486_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0801 ***********************************************************************
 FG0801  DESIGNATION -  F 107
 FG0801  PID         -  FG0801
 FG0801  STATE/COUNTY-  AR/NEWTON
 FG0801  COUNTRY     -  US
 FG0801  USGS QUAD   -  MURRAY (2017)
 FG0801
 FG0801                         *CURRENT SURVEY CONTROL
 FG0801  ______________________________________________________________________
 FG0801* NAD 83(1986) POSITION- 35 54 33.     (N) 093 18 56.     (W)   SCALED
 FG0801* NAVD 88 ORTHO HEIGHT -   338.181 (meters)     1109.52  (feet) ADJUSTED
 FG0801  ______________________________________________________________________
 FG0801  GEOID HEIGHT    -        -28.026 (meters)                     GEOID18
 FG0801  DYNAMIC HEIGHT  -        337.859 (meters)     1108.46  (feet) COMP
 FG0801  MODELED GRAVITY -    979,671.8   (mgal)                       NAVD 88
 FG0801
 FG0801  VERT ORDER      -  SECOND    CLASS 0
 FG0801
 FG0801.The horizontal coordinates were scaled from a map and have
 FG0801.an estimated accuracy of +/- 6 seconds.
 FG0801
 FG0801.The orthometric height was determined by differential leveling and
 FG0801.adjusted by the NATIONAL GEODETIC SURVEY
 FG0801.in June 1991.
 FG0801
 FG0801.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0801.GEOID18 height accuracy estimate available here.
 FG0801
 FG0801.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV715739(NAD 83)
 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
 FG0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0801.See file dsdata.pdf to determine how the superseded data were derived.
 FG0801
 FG0801_MARKER: DB = BENCH MARK DISK
 FG0801_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0801_STAMPING: F 107 1935
 FG0801_MARK LOGO: CGS
 FG0801_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2022 ***********************************************************************
 EH2022  DESIGNATION -  F 108
 EH2022  PID         -  EH2022
 EH2022  STATE/COUNTY-  AR/LONOKE
 EH2022  COUNTRY     -  US
 EH2022  USGS QUAD   -  CARLISLE (2017)
 EH2022
 EH2022                         *CURRENT SURVEY CONTROL
 EH2022  ______________________________________________________________________
 EH2022* NAD 83(1986) POSITION- 34 47 03.     (N) 091 44 44.     (W)   SCALED
 EH2022* NAVD 88 ORTHO HEIGHT -    69.908 (meters)      229.36  (feet) ADJUSTED
 EH2022  ______________________________________________________________________
 EH2022  GEOID HEIGHT    -        -26.881 (meters)                     GEOID18
 EH2022  DYNAMIC HEIGHT  -         69.842 (meters)      229.14  (feet) COMP
 EH2022  MODELED GRAVITY -    979,698.1   (mgal)                       NAVD 88
 EH2022
 EH2022  VERT ORDER      -  FIRST     CLASS II
 EH2022
 EH2022.The horizontal coordinates were scaled from a map and have
 EH2022.an estimated accuracy of +/- 6 seconds.
 EH2022
 EH2022.The orthometric height was determined by differential leveling and
 EH2022.adjusted by the NATIONAL GEODETIC SURVEY
 EH2022.in June 1991.
 EH2022
 EH2022.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2022.GEOID18 height accuracy estimate available here.
 EH2022
 EH2022.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU147498(NAD 83)
 EH2022
 EH2022                          SUPERSEDED SURVEY CONTROL
 EH2022
 EH2022  NGVD 29 (11/26/84)   69.919  (m)          229.39   (f) ADJUSTED    1 2
 EH2022
 EH2022.Superseded values are not recommended for survey control.
 EH2022
 EH2022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2022.See file dsdata.pdf to determine how the superseded data were derived.
 EH2022
 EH2022_MARKER: DB = BENCH MARK DISK
 EH2022_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH2022_SP_SET: WATER TOWER LEG BASE
 EH2022_STAMPING: F 108 1954
 EH2022_MARK LOGO: CGS
 EH2022_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2022_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH2022+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2021
 EH2022
 EH2022  HISTORY     - Date     Condition        Report By
 EH2022  HISTORY     - 1954     MONUMENTED       CGS
 EH2022  HISTORY     - 20030609 GOOD             USACE
 EH2022  HISTORY     - 20211215 GOOD             ARHD
 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.
 EH2022
 EH2022                          STATION RECOVERY (2021)
 EH2022
 EH2022'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2021 (JDH)
 EH2022'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH2130 ***********************************************************************
 EH2130  DESIGNATION -  F 109
 EH2130  PID         -  EH2130
 EH2130  STATE/COUNTY-  AR/LONOKE
 EH2130  COUNTRY     -  US
 EH2130  USGS QUAD   -  POCKET PRAIRIE (2017)
 EH2130
 EH2130                         *CURRENT SURVEY CONTROL
 EH2130  ______________________________________________________________________
 EH2130* NAD 83(1986) POSITION- 34 45 45.     (N) 091 50 22.     (W)   SCALED
 EH2130* NAVD 88 ORTHO HEIGHT -    71.698 (meters)      235.23  (feet) ADJUSTED
 EH2130  ______________________________________________________________________
 EH2130  GEOID HEIGHT    -        -26.789 (meters)                     GEOID18
 EH2130  DYNAMIC HEIGHT  -         71.631 (meters)      235.01  (feet) COMP
 EH2130  MODELED GRAVITY -    979,700.5   (mgal)                       NAVD 88
 EH2130
 EH2130  VERT ORDER      -  FIRST     CLASS II
 EH2130
 EH2130.The horizontal coordinates were scaled from a map and have
 EH2130.an estimated accuracy of +/- 6 seconds.
 EH2130
 EH2130.The orthometric height was determined by differential leveling and
 EH2130.adjusted by the NATIONAL GEODETIC SURVEY
 EH2130.in June 1991.
 EH2130
 EH2130.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2130.GEOID18 height accuracy estimate available here.
 EH2130
 EH2130.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU062473(NAD 83)
 EH2130
 EH2130                          SUPERSEDED SURVEY CONTROL
 EH2130
 EH2130  NGVD 29 (11/26/84)   71.711  (m)          235.27   (f) ADJUSTED    1 2
 EH2130
 EH2130.Superseded values are not recommended for survey control.
 EH2130
 EH2130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2130.See file dsdata.pdf to determine how the superseded data were derived.
 EH2130
 EH2130_MARKER: DB = BENCH MARK DISK
 EH2130_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH2130_SP_SET: FOUNDATION
 EH2130_STAMPING: F 109 1954
 EH2130_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1561 ***********************************************************************
 EH1561  DESIGNATION -  F 11
 EH1561  PID         -  EH1561
 EH1561  STATE/COUNTY-  AR/JEFFERSON
 EH1561  COUNTRY     -  US
 EH1561  USGS QUAD   -  LADD (2017)
 EH1561
 EH1561                         *CURRENT SURVEY CONTROL
 EH1561  ______________________________________________________________________
 EH1561* NAD 83(1986) POSITION- 34 12 44.     (N) 091 53 42.     (W)   SCALED
 EH1561* NAVD 88 ORTHO HEIGHT -    61.718 (meters)      202.49  (feet) ADJUSTED
 EH1561  ______________________________________________________________________
 EH1561  GEOID HEIGHT    -        -25.992 (meters)                     GEOID18
 EH1561  DYNAMIC HEIGHT  -         61.658 (meters)      202.29  (feet) COMP
 EH1561  MODELED GRAVITY -    979,665.7   (mgal)                       NAVD 88
 EH1561
 EH1561  VERT ORDER      -  FIRST     CLASS II
 EH1561
 EH1561.The horizontal coordinates were scaled from a map and have
 EH1561.an estimated accuracy of +/- 6 seconds.
 EH1561
 EH1561.The orthometric height was determined by differential leveling and
 EH1561.adjusted by the NATIONAL GEODETIC SURVEY
 EH1561.in September 2023.
 EH1561
 EH1561.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1561.GEOID18 height accuracy estimate available here.
 EH1561
 EH1561.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT017862(NAD 83)
 EH1561
 EH1561                          SUPERSEDED SURVEY CONTROL
 EH1561
 EH1561  NAVD 88 (06/15/91)   61.660  (m)          202.30   (f) SUPERSEDED  1 2
 EH1561  NGVD 29 (11/26/84)   61.746  (m)          202.58   (f) ADJUSTED    1 2
 EH1561
 EH1561.Superseded values are not recommended for survey control.
 EH1561
 EH1561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1561.See file dsdata.pdf to determine how the superseded data were derived.
 EH1561
 EH1561_MARKER: DB = BENCH MARK DISK
 EH1561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1561_STAMPING: 202.755 F 11 1932
 EH1561_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1966 ***********************************************************************
 EH1966  DESIGNATION -  F 110
 EH1966  PID         -  EH1966
 EH1966  STATE/COUNTY-  AR/LONOKE
 EH1966  COUNTRY     -  US
 EH1966  USGS QUAD   -  CARLISLE (2017)
 EH1966
 EH1966                         *CURRENT SURVEY CONTROL
 EH1966  ______________________________________________________________________
 EH1966* NAD 83(1986) POSITION- 34 52 09.5    (N) 091 44 22.3    (W)   HD_HELD2
 EH1966* NAVD 88 ORTHO HEIGHT -    68.956 (meters)      226.23  (feet) ADJUSTED
 EH1966  ______________________________________________________________________
 EH1966  GEOID HEIGHT    -        -27.027 (meters)                     GEOID18
 EH1966  DYNAMIC HEIGHT  -         68.891 (meters)      226.02  (feet) COMP
 EH1966  MODELED GRAVITY -    979,702.9   (mgal)                       NAVD 88
 EH1966
 EH1966  VERT ORDER      -  FIRST     CLASS II
 EH1966
 EH1966.The horizontal coordinates were established by autonomous hand held GPS
 EH1966.observations and have an estimated accuracy of +/- 10 meters.
 EH1966
 EH1966.The orthometric height was determined by differential leveling and
 EH1966.adjusted by the NATIONAL GEODETIC SURVEY
 EH1966.in June 1991.
 EH1966
 EH1966.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1966.GEOID18 height accuracy estimate available here.
 EH1966
 EH1966.Click photographs - Photos may exist for this station.
 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     -   644,341.      423,816.      MT  (+/- 10 meters HH2 GPS)
 EH1966
 EH1966_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU1520659274(NAD 83)
 EH1966
 EH1966                          SUPERSEDED SURVEY CONTROL
 EH1966
 EH1966  NGVD 29 (11/26/84)   68.964  (m)          226.26   (f) ADJUSTED    1 2
 EH1966
 EH1966.Superseded values are not recommended for survey control.
 EH1966
 EH1966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1966.See file dsdata.pdf to determine how the superseded data were derived.
 EH1966
 EH1966_MARKER: DB = BENCH MARK DISK
 EH1966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1966_STAMPING: F 110 1954
 EH1966_MARK LOGO: CGS
 EH1966_PROJECTION: PROJECTING 18 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1884 ***********************************************************************
 EH1884  DESIGNATION -  F 111
 EH1884  PID         -  EH1884
 EH1884  STATE/COUNTY-  AR/LONOKE
 EH1884  COUNTRY     -  US
 EH1884  USGS QUAD   -  OAK GROVE (2017)
 EH1884
 EH1884                         *CURRENT SURVEY CONTROL
 EH1884  ______________________________________________________________________
 EH1884* NAD 83(1986) POSITION- 34 58 57.     (N) 091 53 35.     (W)   SCALED
 EH1884* NAVD 88 ORTHO HEIGHT -    76.361 (meters)      250.53  (feet) ADJUSTED
 EH1884  ______________________________________________________________________
 EH1884  GEOID HEIGHT    -        -27.195 (meters)                     GEOID18
 EH1884  DYNAMIC HEIGHT  -         76.290 (meters)      250.29  (feet) COMP
 EH1884  MODELED GRAVITY -    979,712.2   (mgal)                       NAVD 88
 EH1884
 EH1884  VERT ORDER      -  FIRST     CLASS II
 EH1884
 EH1884.The horizontal coordinates were scaled from a map and have
 EH1884.an estimated accuracy of +/- 6 seconds.
 EH1884
 EH1884.The orthometric height was determined by differential leveling and
 EH1884.adjusted by the NATIONAL GEODETIC SURVEY
 EH1884.in June 1991.
 EH1884
 EH1884.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1884.GEOID18 height accuracy estimate available here.
 EH1884
 EH1884.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU010716(NAD 83)
 EH1884
 EH1884                          SUPERSEDED SURVEY CONTROL
 EH1884
 EH1884  NGVD 29 (11/26/84)   76.362  (m)          250.53   (f) ADJUSTED    1 2
 EH1884
 EH1884.Superseded values are not recommended for survey control.
 EH1884
 EH1884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1884.See file dsdata.pdf to determine how the superseded data were derived.
 EH1884
 EH1884_MARKER: DB = BENCH MARK DISK
 EH1884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1884_STAMPING: F 111 1955
 EH1884_MARK LOGO: CGS
 EH1884_PROJECTION: PROJECTING 18 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1610 ***********************************************************************
 EH1610  DESIGNATION -  F 112
 EH1610  PID         -  EH1610
 EH1610  STATE/COUNTY-  AR/JEFFERSON
 EH1610  COUNTRY     -  US
 EH1610  USGS QUAD   -  REYDELL (2017)
 EH1610
 EH1610                         *CURRENT SURVEY CONTROL
 EH1610  ______________________________________________________________________
 EH1610* NAD 83(1986) POSITION- 34 08 48.     (N) 091 34 01.     (W)   SCALED
 EH1610* NAVD 88 ORTHO HEIGHT -    55.134 (meters)      180.89  (feet) ADJUSTED
 EH1610  ______________________________________________________________________
 EH1610  GEOID HEIGHT    -        -26.087 (meters)                     GEOID18
 EH1610  DYNAMIC HEIGHT  -         55.080 (meters)      180.71  (feet) COMP
 EH1610  MODELED GRAVITY -    979,658.2   (mgal)                       NAVD 88
 EH1610
 EH1610  VERT ORDER      -  FIRST     CLASS II
 EH1610
 EH1610.The horizontal coordinates were scaled from a map and have
 EH1610.an estimated accuracy of +/- 6 seconds.
 EH1610
 EH1610.The orthometric height was determined by differential leveling and
 EH1610.adjusted by the NATIONAL GEODETIC SURVEY
 EH1610.in August 1993.
 EH1610
 EH1610.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1610.GEOID18 height accuracy estimate available here.
 EH1610
 EH1610.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT321793(NAD 83)
 EH1610
 EH1610                          SUPERSEDED SURVEY CONTROL
 EH1610
 EH1610  NAVD 88 (06/15/91)   55.176  (m)          181.02   (f) SUPERSEDED  1 2
 EH1610  NGVD 29 (11/26/84)   55.220  (m)          181.17   (f) ADJUSTED    1 2
 EH1610
 EH1610.Superseded values are not recommended for survey control.
 EH1610
 EH1610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1610.See file dsdata.pdf to determine how the superseded data were derived.
 EH1610
 EH1610_MARKER: DB = BENCH MARK DISK
 EH1610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1610_STAMPING: F 112 1954
 EH1610_MARK LOGO: CGS
 EH1610_PROJECTION: PROJECTING 15 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1663 ***********************************************************************
 EH1663  HT_MOD      -  This is a Height Modernization Survey Station.
 EH1663  DESIGNATION -  F 113
 EH1663  PID         -  EH1663
 EH1663  STATE/COUNTY-  AR/ARKANSAS
 EH1663  COUNTRY     -  US
 EH1663  USGS QUAD   -  STUTTGART SOUTH (2017)
 EH1663
 EH1663                         *CURRENT SURVEY CONTROL
 EH1663  ______________________________________________________________________
 EH1663* NAD 83(2011) POSITION- 34 27 52.53765(N) 091 32 28.53423(W)   ADJUSTED
 EH1663* NAD 83(2011) ELLIP HT-    38.814 (meters)        (06/27/12)   ADJUSTED
 EH1663* NAD 83(2011) EPOCH   -  2010.00
 EH1663* NAVD 88 ORTHO HEIGHT -    65.38  (meters)      214.5   (feet) GPS OBS
 EH1663  ______________________________________________________________________
 EH1663  NAVD 88 orthometric height was determined with geoid model    GEOID03
 EH1663  GEOID HEIGHT    -        -26.509 (meters)                     GEOID03
 EH1663  GEOID HEIGHT    -        -26.523 (meters)                     GEOID18
 EH1663  NAD 83(2011) X  -   -141,592.844 (meters)                     COMP
 EH1663  NAD 83(2011) Y  - -5,262,394.429 (meters)                     COMP
 EH1663  NAD 83(2011) Z  -  3,589,076.338 (meters)                     COMP
 EH1663  LAPLACE CORR    -         -1.04  (seconds)                    DEFLEC18
 EH1663
 EH1663  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 EH1663  Standards:
 EH1663         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 EH1663            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 EH1663  -------------------------------------------------------------------
 EH1663  NETWORK    2.16   3.02           0.95   0.80   1.54      0.14547840
 EH1663  -------------------------------------------------------------------
 EH1663  Click here for local accuracies and other accuracy information.
 EH1663
 EH1663.The horizontal coordinates were established by GPS observations
 EH1663.and adjusted by the National Geodetic Survey in June 2012.
 EH1663
 EH1663.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 EH1663.been affixed to the stable North American tectonic plate. See 
 EH1663.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 EH1663
 EH1663.The horizontal coordinates are valid at the epoch date displayed above
 EH1663.which is a decimal equivalence of Year/Month/Day.
 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.
 EH1663
 EH1663.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1663.GEOID18 height accuracy estimate available here.
 EH1663
 EH1663.Click photographs - Photos may exist for this station.
 EH1663
 EH1663.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH1663
 EH1663.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH1663
 EH1663.The ellipsoidal height was determined by GPS observations
 EH1663.and is referenced to NAD 83.
 EH1663
 EH1663. The following values were computed from the NAD 83(2011) position.
 EH1663
 EH1663;                    North         East     Units Scale Factor Converg.
 EH1663;SPC AR S     -   599,509.274   442,146.129   MT  0.99994657   +0 15 24.3
 EH1663;SPC AR S     - 1,966,890.01  1,450,607.76   sFT  0.99994657   +0 15 24.3
 EH1663;UTM  15      - 3,814,636.453   633,978.950   MT  0.99982126   +0 49 32.2
 EH1663
 EH1663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH1663!SPC AR S     -   0.99999391  x   0.99994657  =   0.99994048
 EH1663!UTM  15      -   0.99999391  x   0.99982126  =   0.99981517
 EH1663
 EH1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU3397814636(NAD 83)
 EH1663
 EH1663                          SUPERSEDED SURVEY CONTROL
 EH1663
 EH1663  NAD 83(2007)-  34 27 52.53767(N)    091 32 28.53526(W) AD(2002.00) 0
 EH1663  ELLIP H (02/10/07)   38.837  (m)                       GP(2002.00)    
 EH1663  NAD 83(1997)-  34 27 52.53751(N)    091 32 28.53471(W) AD(       ) B
 EH1663  ELLIP H (04/05/04)   38.833  (m)                       GP(       ) 4 1
 EH1663  NAVD 88 (04/05/04)   65.34   (m)  GEOID99  model used  GPS OBS        
 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) SUPERSEDED  1 2
 EH1663  NGVD 29 (11/26/84)   65.423  (m)          214.64   (f) ADJUSTED    1 2
 EH1663
 EH1663.Superseded values are not recommended for survey control.
 EH1663
 EH1663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1663.See file dsdata.pdf to determine how the superseded data were derived.
 EH1663
 EH1663_MARKER: DB = BENCH MARK DISK
 EH1663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1663_STAMPING: F 113 1954
 EH1663_MARK LOGO: CGS
 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 - September 22, 2008
 EH1663
 EH1663  HISTORY     - Date     Condition        Report By
 EH1663  HISTORY     - 1954     MONUMENTED       CGS
 EH1663  HISTORY     - 1981     GOOD             LOCSUR
 EH1663  HISTORY     - 20020405 GOOD             USACE
 EH1663  HISTORY     - 20080922 GOOD             NGS
 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.
 EH1663
 EH1663                          STATION RECOVERY (2008)
 EH1663
 EH1663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2008 (JBW)
 EH1663'5.2 METERS NNW OF A TELEPHONE JUNCTION BOX.11.9 METERS EAST OF THE
 EH1663'CENTER LINE OF HIGHWAY,
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH2368 ***********************************************************************
 EH2368  DESIGNATION -  F 114
 EH2368  PID         -  EH2368
 EH2368  STATE/COUNTY-  AR/PRAIRIE
 EH2368  COUNTRY     -  US
 EH2368  USGS QUAD   -  SLOVAK (2017)
 EH2368
 EH2368                         *CURRENT SURVEY CONTROL
 EH2368  ______________________________________________________________________
 EH2368* NAD 83(1986) POSITION- 34 40 12.     (N) 091 35 31.     (W)   SCALED
 EH2368* NAVD 88 ORTHO HEIGHT -    65.494 (meters)      214.87  (feet) ADJUSTED
 EH2368  ______________________________________________________________________
 EH2368  GEOID HEIGHT    -        -26.786 (meters)                     GEOID18
 EH2368  DYNAMIC HEIGHT  -         65.432 (meters)      214.67  (feet) COMP
 EH2368  MODELED GRAVITY -    979,687.4   (mgal)                       NAVD 88
 EH2368
 EH2368  VERT ORDER      -  FIRST     CLASS II
 EH2368
 EH2368.The horizontal coordinates were scaled from a map and have
 EH2368.an estimated accuracy of +/- 6 seconds.
 EH2368
 EH2368.The orthometric height was determined by differential leveling and
 EH2368.adjusted by the NATIONAL GEODETIC SURVEY
 EH2368.in June 1991.
 EH2368
 EH2368.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2368.GEOID18 height accuracy estimate available here.
 EH2368
 EH2368.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU290373(NAD 83)
 EH2368
 EH2368                          SUPERSEDED SURVEY CONTROL
 EH2368
 EH2368  NGVD 29 (11/26/84)   65.516  (m)          214.95   (f) ADJUSTED    1 2
 EH2368
 EH2368.Superseded values are not recommended for survey control.
 EH2368
 EH2368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2368.See file dsdata.pdf to determine how the superseded data were derived.
 EH2368
 EH2368_MARKER: DB = BENCH MARK DISK
 EH2368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2368_STAMPING: F 114 1954
 EH2368_MARK LOGO: CGS
 EH2368_PROJECTION: PROJECTING 12 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1407 ***********************************************************************
 EH1407  DESIGNATION -  F 115
 EH1407  PID         -  EH1407
 EH1407  STATE/COUNTY-  AR/ARKANSAS
 EH1407  COUNTRY     -  US
 EH1407  USGS QUAD   -  ALMYRA (2017)
 EH1407
 EH1407                         *CURRENT SURVEY CONTROL
 EH1407  ______________________________________________________________________
 EH1407* NAD 83(1986) POSITION- 34 25 00.62   (N) 091 27 54.54   (W)   HD_HELD1
 EH1407* NAVD 88 ORTHO HEIGHT -    63.513 (meters)      208.38  (feet) ADJUSTED
 EH1407  ______________________________________________________________________
 EH1407  GEOID HEIGHT    -        -26.501 (meters)                     GEOID18
 EH1407  DYNAMIC HEIGHT  -         63.452 (meters)      208.18  (feet) COMP
 EH1407  MODELED GRAVITY -    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 determined by differentially corrected
 EH1407.hand held GPS observations or other comparable positioning techniques
 EH1407.and have an estimated accuracy of +/- 3 meters.
 EH1407
 EH1407.The orthometric height was determined by differential leveling and
 EH1407.adjusted by the NATIONAL GEODETIC SURVEY
 EH1407.in August 1993.
 EH1407
 EH1407.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1407.GEOID18 height accuracy estimate available here.
 EH1407
 EH1407.Click photographs - Photos may exist for this station.
 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     -   594,246.1     449,166.2     MT  (+/- 3 meters HH1 GPS) 
 EH1407
 EH1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU4105009443(NAD 83)
 EH1407
 EH1407                          SUPERSEDED SURVEY CONTROL
 EH1407
 EH1407  NAVD 88 (06/15/91)   63.565  (m)          208.55   (f) SUPERSEDED  1 2
 EH1407  NGVD 29 (11/26/84)   63.570  (m)          208.56   (f) ADJUSTED    1 2
 EH1407
 EH1407.Superseded values are not recommended for survey control.
 EH1407
 EH1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1407.See file dsdata.pdf to determine how the superseded data were derived.
 EH1407
 EH1407_MARKER: DB = BENCH MARK DISK
 EH1407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1407_STAMPING: F 115 1954
 EH1407_MARK LOGO: CGS
 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 - October 26, 2015
 EH1407
 EH1407  HISTORY     - Date     Condition        Report By
 EH1407  HISTORY     - 1954     MONUMENTED       CGS
 EH1407  HISTORY     - 20030415 GOOD             USACE
 EH1407  HISTORY     - 20091124 GOOD             BFENG
 EH1407  HISTORY     - 20151026 GOOD             BFENG
 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.
 EH1407
 EH1407                          STATION RECOVERY (2009)
 EH1407
 EH1407'RECOVERY NOTE BY B AND F ENGINEERING 2009 (WEK)
 EH1407'RECOVERED AS DESCRIBED
 EH1407
 EH1407                          STATION RECOVERY (2015)
 EH1407
 EH1407'RECOVERY NOTE BY B AND F ENGINEERING 2015 (TJS)
 EH1407'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1632 ***********************************************************************
 EH1632  DESIGNATION -  F 116
 EH1632  PID         -  EH1632
 EH1632  STATE/COUNTY-  AR/ARKANSAS
 EH1632  COUNTRY     -  US
 EH1632  USGS QUAD   -  LODGE CORNER (2017)
 EH1632
 EH1632                         *CURRENT SURVEY CONTROL
 EH1632  ______________________________________________________________________
 EH1632* NAD 83(1986) POSITION- 34 17 52.     (N) 091 30 38.     (W)   SCALED
 EH1632* NAVD 88 ORTHO HEIGHT -    58.666 (meters)      192.47  (feet) ADJUSTED
 EH1632  ______________________________________________________________________
 EH1632  GEOID HEIGHT    -        -26.298 (meters)                     GEOID18
 EH1632  DYNAMIC HEIGHT  -         58.609 (meters)      192.29  (feet) COMP
 EH1632  MODELED GRAVITY -    979,667.9   (mgal)                       NAVD 88
 EH1632
 EH1632  VERT ORDER      -  FIRST     CLASS II
 EH1632
 EH1632.The horizontal coordinates were scaled from a map and have
 EH1632.an estimated accuracy of +/- 6 seconds.
 EH1632
 EH1632.The orthometric height was determined by differential leveling and
 EH1632.adjusted by the NATIONAL GEODETIC SURVEY
 EH1632.in August 1993.
 EH1632
 EH1632.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1632.GEOID18 height accuracy estimate available here.
 EH1632
 EH1632.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT370961(NAD 83)
 EH1632
 EH1632                          SUPERSEDED SURVEY CONTROL
 EH1632
 EH1632  NAVD 88 (06/15/91)   58.719  (m)          192.65   (f) SUPERSEDED  1 2
 EH1632  NGVD 29 (11/26/84)   58.735  (m)          192.70   (f) ADJUSTED    1 2
 EH1632
 EH1632.Superseded values are not recommended for survey control.
 EH1632
 EH1632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1632.See file dsdata.pdf to determine how the superseded data were derived.
 EH1632
 EH1632_MARKER: DB = BENCH MARK DISK
 EH1632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1632_STAMPING: F 116 1954
 EH1632_MARK LOGO: CGS
 EH1632_PROJECTION: PROJECTING 12 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1310 ***********************************************************************
 EH1310  DESIGNATION -  F 117
 EH1310  PID         -  EH1310
 EH1310  STATE/COUNTY-  AR/ARKANSAS
 EH1310  COUNTRY     -  US
 EH1310  USGS QUAD   -  ARKANSAS POST (2017)
 EH1310
 EH1310                         *CURRENT SURVEY CONTROL
 EH1310  ______________________________________________________________________
 EH1310* NAD 83(1986) POSITION- 34 05 23.     (N) 091 22 20.     (W)   SCALED
 EH1310* NAVD 88 ORTHO HEIGHT -    55.891 (meters)      183.37  (feet) ADJUSTED
 EH1310  ______________________________________________________________________
 EH1310  GEOID HEIGHT    -        -26.193 (meters)                     GEOID18
 EH1310  DYNAMIC HEIGHT  -         55.836 (meters)      183.19  (feet) COMP
 EH1310  MODELED GRAVITY -    979,655.1   (mgal)                       NAVD 88
 EH1310
 EH1310  VERT ORDER      -  FIRST     CLASS II
 EH1310
 EH1310.The horizontal coordinates were scaled from a map and have
 EH1310.an estimated accuracy of +/- 6 seconds.
 EH1310
 EH1310.The orthometric height was determined by differential leveling and
 EH1310.adjusted by the NATIONAL GEODETIC SURVEY
 EH1310.in August 1993.
 EH1310
 EH1310.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1310.GEOID18 height accuracy estimate available here.
 EH1310
 EH1310.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT501733(NAD 83)
 EH1310
 EH1310                          SUPERSEDED SURVEY CONTROL
 EH1310
 EH1310  NAVD 88 (06/15/91)   55.882  (m)          183.34   (f) SUPERSEDED  1 2
 EH1310  NGVD 29 (11/26/84)   55.944  (m)          183.54   (f) ADJUSTED    1 2
 EH1310
 EH1310.Superseded values are not recommended for survey control.
 EH1310
 EH1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1310.See file dsdata.pdf to determine how the superseded data were derived.
 EH1310
 EH1310_MARKER: DB = BENCH MARK DISK
 EH1310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1310_STAMPING: F 117 1955
 EH1310_MARK LOGO: CGS
 EH1310_PROJECTION: PROJECTING 9 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 DK0848 ***********************************************************************
 DK0848  DESIGNATION -  F 118
 DK0848  PID         -  DK0848
 DK0848  STATE/COUNTY-  AR/DESHA
 DK0848  COUNTRY     -  US
 DK0848  USGS QUAD   -  WATSON (2017)
 DK0848
 DK0848                         *CURRENT SURVEY CONTROL
 DK0848  ______________________________________________________________________
 DK0848* NAD 83(1986) POSITION- 33 54 41.     (N) 091 16 28.     (W)   SCALED
 DK0848* NAVD 88 ORTHO HEIGHT -    46.443 (meters)      152.37  (feet) ADJUSTED
 DK0848  ______________________________________________________________________
 DK0848  GEOID HEIGHT    -        -26.301 (meters)                     GEOID18
 DK0848  DYNAMIC HEIGHT  -         46.397 (meters)      152.22  (feet) COMP
 DK0848  MODELED GRAVITY -    979,637.7   (mgal)                       NAVD 88
 DK0848
 DK0848  VERT ORDER      -  FIRST     CLASS II
 DK0848
 DK0848.The horizontal coordinates were scaled from a map and have
 DK0848.an estimated accuracy of +/- 6 seconds.
 DK0848
 DK0848.The orthometric height was determined by differential leveling and
 DK0848.adjusted by the NATIONAL GEODETIC SURVEY
 DK0848.in June 1991.
 DK0848
 DK0848.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK0848.GEOID18 height accuracy estimate available here.
 DK0848
 DK0848.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT595536(NAD 83)
 DK0848
 DK0848                          SUPERSEDED SURVEY CONTROL
 DK0848
 DK0848  NGVD 29 (11/26/84)   46.574  (m)          152.80   (f) ADJUSTED    1 2
 DK0848
 DK0848.Superseded values are not recommended for survey control.
 DK0848
 DK0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0848.See file dsdata.pdf to determine how the superseded data were derived.
 DK0848
 DK0848_MARKER: DB = BENCH MARK DISK
 DK0848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0848_STAMPING: F 118 1955
 DK0848_MARK LOGO: CGS
 DK0848_PROJECTION: PROJECTING 12 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 DL0132 ***********************************************************************
 DL0132  DESIGNATION -  F 12
 DL0132  PID         -  DL0132
 DL0132  STATE/COUNTY-  AR/UNION
 DL0132  COUNTRY     -  US
 DL0132  USGS QUAD   -  MARAIS SALINE (2017)
 DL0132
 DL0132                         *CURRENT SURVEY CONTROL
 DL0132  ______________________________________________________________________
 DL0132* NAD 83(1986) POSITION- 33 09 02.06   (N) 092 06 46.47   (W)   HD_HELD1
 DL0132* NAVD 88 ORTHO HEIGHT -    28.776 (meters)       94.41  (feet) ADJUSTED
 DL0132  ______________________________________________________________________
 DL0132  GEOID HEIGHT    -        -26.037 (meters)                     GEOID18
 DL0132  DYNAMIC HEIGHT  -         28.745 (meters)       94.31  (feet) COMP
 DL0132  MODELED GRAVITY -    979,568.2   (mgal)                       NAVD 88
 DL0132
 DL0132  VERT ORDER      -  FIRST     CLASS II
 DL0132
 DL0132.The horizontal coordinates were determined by differentially corrected
 DL0132.hand held GPS observations or other comparable positioning techniques
 DL0132.and have an estimated accuracy of +/- 3 meters.
 DL0132
 DL0132.The orthometric height was determined by differential leveling and
 DL0132.adjusted by the NATIONAL GEODETIC SURVEY
 DL0132.in June 1991.
 DL0132
 DL0132.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0132.GEOID18 height accuracy estimate available here.
 DL0132
 DL0132.Click photographs - Photos may exist for this station.
 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     -   453,678.4     389,465.9     MT  (+/- 3 meters HH1 GPS) 
 DL0132
 DL0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS8272868329(NAD 83)
 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
 DL0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0132.See file dsdata.pdf to determine how the superseded data were derived.
 DL0132
 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_MARK LOGO: CGS
 DL0132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0132
 DL0132  HISTORY     - Date     Condition        Report By
 DL0132  HISTORY     - 1932     MONUMENTED       CGS
 DL0132  HISTORY     - 1960     GOOD             CGS
 DL0132  HISTORY     - 1964     GOOD             CGS
 DL0132  HISTORY     - 20220316 MARK NOT FOUND   ARHD
 DL0132
 DL0132                          STATION DESCRIPTION
 DL0132
 DL0132'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1964
 DL0132'RECOVERED IN GOOD CONDITION.
 DL0132
 DL0132                          STATION RECOVERY (2022)
 DL0132
 DL0132'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2022 (JH)
 DL0132'THE OLD BRIDGE HAS BEEN DEMOLISHED AND A NEW ONE WAS BUILT IN 1984.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0623 ***********************************************************************
 DL0623  DESIGNATION -  F 120
 DL0623  PID         -  DL0623
 DL0623  STATE/COUNTY-  AR/COLUMBIA
 DL0623  COUNTRY     -  US
 DL0623  USGS QUAD   -  MAGNOLIA (2017)
 DL0623
 DL0623                         *CURRENT SURVEY CONTROL
 DL0623  ______________________________________________________________________
 DL0623* NAD 83(1986) POSITION- 33 18 13.     (N) 093 14 36.     (W)   SCALED
 DL0623* NAVD 88 ORTHO HEIGHT -    93.523 (meters)      306.83  (feet) POSTED
 DL0623  ______________________________________________________________________
 DL0623  GEOID HEIGHT    -        -26.465 (meters)                     GEOID18
 DL0623  DYNAMIC HEIGHT  -         93.42  (meters)      306.5   (feet) COMP
 DL0623  MODELED GRAVITY -    979,564.4   (mgal)                       NAVD 88
 DL0623
 DL0623  VERT ORDER      -  * POSTED, SEE BELOW
 DL0623
 DL0623.The horizontal coordinates were scaled from a 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
 DL0623.* This is a POSTED BENCH MARK height.
 DL0623
 DL0623.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0623.GEOID18 height accuracy estimate available here.
 DL0623
 DL0623.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS773849(NAD 83)
 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
 DL0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0623.See file dsdata.pdf to determine how the superseded data were derived.
 DL0623
 DL0623_MARKER: DB = BENCH MARK DISK
 DL0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0623_STAMPING: F 120 1934
 DL0623_MARK LOGO: CGS
 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   CGS
 DL0623
 DL0623                          STATION DESCRIPTION
 DL0623
 DL0623'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DL0679 ***********************************************************************
 DL0679  DESIGNATION -  F 121
 DL0679  PID         -  DL0679
 DL0679  STATE/COUNTY-  AR/COLUMBIA
 DL0679  COUNTRY     -  US
 DL0679  USGS QUAD   -  VILLAGE (2017)
 DL0679
 DL0679                         *CURRENT SURVEY CONTROL
 DL0679  ______________________________________________________________________
 DL0679* NAD 83(1986) POSITION- 33 15 47.     (N) 093 02 45.     (W)   SCALED
 DL0679* NAVD 88 ORTHO HEIGHT -    81.271 (meters)      266.64  (feet) ADJUSTED
 DL0679  ______________________________________________________________________
 DL0679  GEOID HEIGHT    -        -26.336 (meters)                     GEOID18
 DL0679  DYNAMIC HEIGHT  -         81.184 (meters)      266.35  (feet) COMP
 DL0679  MODELED GRAVITY -    979,565.2   (mgal)                       NAVD 88
 DL0679
 DL0679  VERT ORDER      -  SECOND    CLASS 0
 DL0679
 DL0679.The horizontal coordinates were scaled from a map and have
 DL0679.an estimated accuracy of +/- 6 seconds.
 DL0679
 DL0679.The orthometric height was determined by differential leveling and
 DL0679.adjusted by the NATIONAL GEODETIC SURVEY
 DL0679.in June 1991.
 DL0679
 DL0679.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0679.GEOID18 height accuracy estimate available here.
 DL0679
 DL0679.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS957804(NAD 83)
 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
 DL0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0679.See file dsdata.pdf to determine how the superseded data were derived.
 DL0679
 DL0679_MARKER: DB = BENCH MARK DISK
 DL0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0679_STAMPING: F 121 1934
 DL0679_MARK LOGO: CGS
 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             CGS
 DL0679  HISTORY     - 1966     MARK NOT FOUND   USGS
 DL0679  HISTORY     - 20110921 MARK NOT FOUND   ARHD
 DL0679
 DL0679                          STATION DESCRIPTION
 DL0679
 DL0679'DESCRIBED BY COAST AND 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.
 DL0679
 DL0679                          STATION RECOVERY (2011)
 DL0679
 DL0679'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (KWS)
 DL0679'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0288 ***********************************************************************
 DL0288  DESIGNATION -  F 122
 DL0288  PID         -  DL0288
 DL0288  STATE/COUNTY-  AR/UNION
 DL0288  COUNTRY     -  US
 DL0288  USGS QUAD   -  JUNCTION CITY (2017)
 DL0288
 DL0288                         *CURRENT SURVEY CONTROL
 DL0288  ______________________________________________________________________
 DL0288* NAD 83(1986) POSITION- 33 04 05.     (N) 092 43 35.     (W)   SCALED
 DL0288* NAVD 88 ORTHO HEIGHT -    42.188 (meters)      138.41  (feet) ADJUSTED
 DL0288  ______________________________________________________________________
 DL0288  GEOID HEIGHT    -        -26.264 (meters)                     GEOID18
 DL0288  DYNAMIC HEIGHT  -         42.142 (meters)      138.26  (feet) COMP
 DL0288  MODELED GRAVITY -    979,545.1   (mgal)                       NAVD 88
 DL0288
 DL0288  VERT ORDER      -  SECOND    CLASS 0
 DL0288
 DL0288.The horizontal coordinates were scaled from a map and have
 DL0288.an estimated accuracy of +/- 6 seconds.
 DL0288
 DL0288.The orthometric height was determined by differential leveling and
 DL0288.adjusted by the NATIONAL GEODETIC SURVEY
 DL0288.in June 1991.
 DL0288
 DL0288.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0288.GEOID18 height accuracy estimate available here.
 DL0288
 DL0288.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS255588(NAD 83)
 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
 DL0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0288.See file dsdata.pdf to determine how the superseded data were derived.
 DL0288
 DL0288_MARKER: DB = BENCH MARK DISK
 DL0288_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DL0288_STAMPING: F 122 1934
 DL0288_MARK LOGO: CGS
 DL0288_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0288
 DL0288  HISTORY     - Date     Condition        Report By
 DL0288  HISTORY     - 1934     MONUMENTED       CGS
 DL0288  HISTORY     - 1964     MARK NOT FOUND   CGS
 DL0288  HISTORY     - 1978     MARK NOT FOUND   USGS
 DL0288  HISTORY     - 20110421 MARK NOT FOUND   ARHD
 DL0288
 DL0288                          STATION DESCRIPTION
 DL0288
 DL0288'DESCRIBED BY COAST AND 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.
 DL0288
 DL0288                          STATION RECOVERY (2011)
 DL0288
 DL0288'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (SES)
 DL0288'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FH0210 ***********************************************************************
 FH0210  DESIGNATION -  F 124
 FH0210  PID         -  FH0210
 FH0210  STATE/COUNTY-  AR/SEBASTIAN
 FH0210  COUNTRY     -  US
 FH0210  USGS QUAD   -  BARLING (2017)
 FH0210
 FH0210                         *CURRENT SURVEY CONTROL
 FH0210  ______________________________________________________________________
 FH0210* NAD 83(1986) POSITION- 35 20 18.     (N) 094 21 35.     (W)   SCALED
 FH0210* NAVD 88 ORTHO HEIGHT -   131.541 (meters)      431.56  (feet) ADJUSTED
 FH0210  ______________________________________________________________________
 FH0210  GEOID HEIGHT    -        -30.224 (meters)                     GEOID18
 FH0210  DYNAMIC HEIGHT  -        131.417 (meters)      431.16  (feet) COMP
 FH0210  MODELED GRAVITY -    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 map and have
 FH0210.an estimated accuracy of +/- 6 seconds.
 FH0210
 FH0210.The orthometric height was determined by differential leveling and
 FH0210.adjusted by the NATIONAL GEODETIC SURVEY
 FH0210.in June 1991.
 FH0210
 FH0210.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0210.GEOID18 height accuracy estimate available here.
 FH0210
 FH0210.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV764114(NAD 83)
 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
 FH0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0210.See file dsdata.pdf to determine how the superseded data were derived.
 FH0210
 FH0210_MARKER: DB = BENCH MARK DISK
 FH0210_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FH0210_SP_SET: CULVERT HEADWALL
 FH0210_STAMPING: F 124 1955
 FH0210_MARK LOGO: CGS
 FH0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0210+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0685 ***********************************************************************
 FG0685  DESIGNATION -  F 125
 FG0685  PID         -  FG0685
 FG0685  STATE/COUNTY-  AR/VAN BUREN
 FG0685  COUNTRY     -  US
 FG0685  USGS QUAD   -  ALREAD (2017)
 FG0685
 FG0685                         *CURRENT SURVEY CONTROL
 FG0685  ______________________________________________________________________
 FG0685* NAD 83(1986) POSITION- 35 38 38.     (N) 092 43 49.     (W)   SCALED
 FG0685* NAVD 88 ORTHO HEIGHT -   489.907 (meters)     1607.30  (feet) ADJUSTED
 FG0685  ______________________________________________________________________
 FG0685  GEOID HEIGHT    -        -28.014 (meters)                     GEOID18
 FG0685  DYNAMIC HEIGHT  -        489.437 (meters)     1605.76  (feet) COMP
 FG0685  MODELED GRAVITY -    979,656.7   (mgal)                       NAVD 88
 FG0685
 FG0685  VERT ORDER      -  SECOND    CLASS 0
 FG0685
 FG0685.The horizontal coordinates were scaled from a map and have
 FG0685.an estimated accuracy of +/- 6 seconds.
 FG0685
 FG0685.The orthometric height was determined by differential leveling and
 FG0685.adjusted by the NATIONAL GEODETIC SURVEY
 FG0685.in June 1991.
 FG0685
 FG0685.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0685.GEOID18 height accuracy estimate available here.
 FG0685
 FG0685.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV244444(NAD 83)
 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
 FG0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0685.See file dsdata.pdf to determine how the superseded data were derived.
 FG0685
 FG0685_MARKER: DB = BENCH MARK DISK
 FG0685_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0685_STAMPING: F 125 1935
 FG0685_MARK LOGO: CGS
 FG0685_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0685
 FG0685  HISTORY     - Date     Condition        Report By
 FG0685  HISTORY     - 1935     MONUMENTED       CGS
 FG0685  HISTORY     - 1939     GOOD             CGS
 FG0685
 FG0685                          STATION DESCRIPTION
 FG0685
 FG0685'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG0761 ***********************************************************************
 FG0761  DESIGNATION -  F 126
 FG0761  PID         -  FG0761
 FG0761  STATE/COUNTY-  AR/POPE
 FG0761  COUNTRY     -  US
 FG0761  USGS QUAD   -  SIMPSON (2017)
 FG0761
 FG0761                         *CURRENT SURVEY CONTROL
 FG0761  ______________________________________________________________________
 FG0761* NAD 83(1986) POSITION- 35 31 53.     (N) 093 02 27.     (W)   SCALED
 FG0761* NAVD 88 ORTHO HEIGHT -   171.937 (meters)      564.10  (feet) ADJUSTED
 FG0761  ______________________________________________________________________
 FG0761  GEOID HEIGHT    -        -28.576 (meters)                     GEOID18
 FG0761  DYNAMIC HEIGHT  -        171.772 (meters)      563.56  (feet) COMP
 FG0761  MODELED GRAVITY -    979,667.3   (mgal)                       NAVD 88
 FG0761
 FG0761  VERT ORDER      -  SECOND    CLASS 0
 FG0761
 FG0761.The horizontal coordinates were scaled from a map and have
 FG0761.an estimated accuracy of +/- 6 seconds.
 FG0761
 FG0761.The orthometric height was determined by differential leveling and
 FG0761.adjusted by the NATIONAL GEODETIC SURVEY
 FG0761.in June 1991.
 FG0761
 FG0761.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0761.GEOID18 height accuracy estimate available here.
 FG0761
 FG0761.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV962319(NAD 83)
 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
 FG0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0761.See file dsdata.pdf to determine how the superseded data were derived.
 FG0761
 FG0761_MARKER: DB = BENCH MARK DISK
 FG0761_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0761_STAMPING: F 126 1935
 FG0761_MARK LOGO: CGS
 FG0761_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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'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 = MARCH 20, 2026 22:17:28 EDT
 FG1048 ***********************************************************************
 FG1048  DESIGNATION -  F 127
 FG1048  PID         -  FG1048
 FG1048  STATE/COUNTY-  AR/JOHNSON
 FG1048  COUNTRY     -  US
 FG1048  USGS QUAD   -  KNOXVILLE (2017)
 FG1048
 FG1048                         *CURRENT SURVEY CONTROL
 FG1048  ______________________________________________________________________
 FG1048* NAD 83(1986) POSITION- 35 25 44.     (N) 093 18 12.     (W)   SCALED
 FG1048* NAVD 88 ORTHO HEIGHT -   172.257 (meters)      565.15  (feet) POSTED
 FG1048  ______________________________________________________________________
 FG1048  GEOID HEIGHT    -        -29.137 (meters)                     GEOID18
 FG1048  DYNAMIC HEIGHT  -        172.10  (meters)      564.6   (feet) COMP
 FG1048  MODELED GRAVITY -    979,694.0   (mgal)                       NAVD 88
 FG1048
 FG1048  VERT ORDER      -  * POSTED, SEE BELOW
 FG1048
 FG1048.The horizontal coordinates were scaled from a 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
 FG1048.* This is a POSTED BENCH MARK height.
 FG1048
 FG1048.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1048.GEOID18 height accuracy estimate available here.
 FG1048
 FG1048.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV724206(NAD 83)
 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
 FG1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1048.See file dsdata.pdf to determine how the superseded data were derived.
 FG1048
 FG1048_MARKER: DB = BENCH MARK DISK
 FG1048_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG1048_STAMPING: F 127 1935
 FG1048_MARK LOGO: CGS
 FG1048_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0877 ***********************************************************************
 FG0877  DESIGNATION -  F 128
 FG0877  PID         -  FG0877
 FG0877  STATE/COUNTY-  AR/JOHNSON
 FG0877  COUNTRY     -  US
 FG0877  USGS QUAD   -  ROSETTA (2017)
 FG0877
 FG0877                         *CURRENT SURVEY CONTROL
 FG0877  ______________________________________________________________________
 FG0877* NAD 83(1986) POSITION- 35 39 24.     (N) 093 19 10.     (W)   SCALED
 FG0877* NAVD 88 ORTHO HEIGHT -   499.909 (meters)     1640.12  (feet) ADJUSTED
 FG0877  ______________________________________________________________________
 FG0877  GEOID HEIGHT    -        -28.343 (meters)                     GEOID18
 FG0877  DYNAMIC HEIGHT  -        499.443 (meters)     1638.59  (feet) COMP
 FG0877  MODELED GRAVITY -    979,683.3   (mgal)                       NAVD 88
 FG0877
 FG0877  VERT ORDER      -  SECOND    CLASS 0
 FG0877
 FG0877.The horizontal coordinates were scaled from a map and have
 FG0877.an estimated accuracy of +/- 6 seconds.
 FG0877
 FG0877.The orthometric height was determined by differential leveling and
 FG0877.adjusted by the NATIONAL GEODETIC SURVEY
 FG0877.in June 1991.
 FG0877
 FG0877.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0877.GEOID18 height accuracy estimate available here.
 FG0877
 FG0877.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV710459(NAD 83)
 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
 FG0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0877.See file dsdata.pdf to determine how the superseded data were derived.
 FG0877
 FG0877_MARKER: DB = BENCH MARK DISK
 FG0877_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0877_STAMPING: F 128 1935
 FG0877_MARK LOGO: CGS
 FG0877_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0375 ***********************************************************************
 GF0375  DESIGNATION -  F 130
 GF0375  PID         -  GF0375
 GF0375  STATE/COUNTY-  AR/NEWTON
 GF0375  COUNTRY     -  US
 GF0375  USGS QUAD   -  HASTY (2017)
 GF0375
 GF0375                         *CURRENT SURVEY CONTROL
 GF0375  ______________________________________________________________________
 GF0375* NAD 83(1986) POSITION- 36 02 27.     (N) 093 00 58.     (W)   SCALED
 GF0375* NAVD 88 ORTHO HEIGHT -   399.259 (meters)     1309.90  (feet) ADJUSTED
 GF0375  ______________________________________________________________________
 GF0375  GEOID HEIGHT    -        -28.302 (meters)                     GEOID18
 GF0375  DYNAMIC HEIGHT  -        398.896 (meters)     1308.71  (feet) COMP
 GF0375  MODELED GRAVITY -    979,710.7   (mgal)                       NAVD 88
 GF0375
 GF0375  VERT ORDER      -  SECOND    CLASS 0
 GF0375
 GF0375.The horizontal coordinates were scaled from a map and have
 GF0375.an estimated accuracy of +/- 6 seconds.
 GF0375
 GF0375.The orthometric height was determined by differential leveling and
 GF0375.adjusted by the NATIONAL GEODETIC SURVEY
 GF0375.in June 1991.
 GF0375
 GF0375.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0375.GEOID18 height accuracy estimate available here.
 GF0375
 GF0375.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV985884(NAD 83)
 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
 GF0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0375.See file dsdata.pdf to determine how the superseded data were derived.
 GF0375
 GF0375_MARKER: DB = BENCH MARK DISK
 GF0375_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GF0375_STAMPING: F 130 1935
 GF0375_MARK LOGO: CGS
 GF0375_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EK0175 ***********************************************************************
 EK0175  DESIGNATION -  F 132
 EK0175  PID         -  EK0175
 EK0175  STATE/COUNTY-  AR/HOWARD
 EK0175  COUNTRY     -  US
 EK0175  USGS QUAD   -  BAKER SPRINGS (2017)
 EK0175
 EK0175                         *CURRENT SURVEY CONTROL
 EK0175  ______________________________________________________________________
 EK0175* NAD 83(1986) POSITION- 34 19 51.     (N) 094 09 22.     (W)   SCALED
 EK0175* NAVD 88 ORTHO HEIGHT -   298.663 (meters)      979.86  (feet) ADJUSTED
 EK0175  ______________________________________________________________________
 EK0175  GEOID HEIGHT    -        -28.635 (meters)                     GEOID18
 EK0175  DYNAMIC HEIGHT  -        298.356 (meters)      978.86  (feet) COMP
 EK0175  MODELED GRAVITY -    979,600.2   (mgal)                       NAVD 88
 EK0175
 EK0175  VERT ORDER      -  SECOND    CLASS 0
 EK0175
 EK0175.The horizontal coordinates were scaled from a map and have
 EK0175.an estimated accuracy of +/- 6 seconds.
 EK0175
 EK0175.The orthometric height was determined by differential leveling and
 EK0175.adjusted by the NATIONAL GEODETIC SURVEY
 EK0175.in June 1991.
 EK0175
 EK0175.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0175.GEOID18 height accuracy estimate available here.
 EK0175
 EK0175.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT936994(NAD 83)
 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
 EK0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0175.See file dsdata.pdf to determine how the superseded data were derived.
 EK0175
 EK0175_MARKER: DB = BENCH MARK DISK
 EK0175_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EK0175_STAMPING: F 132 1935
 EK0175_MARK LOGO: CGS
 EK0175_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EK0060 ***********************************************************************
 EK0060  DESIGNATION -  F 134
 EK0060  PID         -  EK0060
 EK0060  STATE/COUNTY-  AR/POLK
 EK0060  COUNTRY     -  US
 EK0060  USGS QUAD   -  MENA (2017)
 EK0060
 EK0060                         *CURRENT SURVEY CONTROL
 EK0060  ______________________________________________________________________
 EK0060* NAD 83(1986) POSITION- 34 35 09.     (N) 094 12 16.     (W)   SCALED
 EK0060* NAVD 88 ORTHO HEIGHT -   310.342 (meters)     1018.18  (feet) ADJUSTED
 EK0060  ______________________________________________________________________
 EK0060  GEOID HEIGHT    -        -30.086 (meters)                     GEOID18
 EK0060  DYNAMIC HEIGHT  -        310.008 (meters)     1017.08  (feet) COMP
 EK0060  MODELED GRAVITY -    979,551.6   (mgal)                       NAVD 88
 EK0060
 EK0060  VERT ORDER      -  SECOND    CLASS 0
 EK0060
 EK0060.The horizontal coordinates were scaled from a map and have
 EK0060.an estimated accuracy of +/- 6 seconds.
 EK0060
 EK0060.The orthometric height was determined by differential leveling and
 EK0060.adjusted by the NATIONAL GEODETIC SURVEY
 EK0060.in June 1991.
 EK0060
 EK0060.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0060.GEOID18 height accuracy estimate available here.
 EK0060
 EK0060.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU895277(NAD 83)
 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
 EK0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0060.See file dsdata.pdf to determine how the superseded data were derived.
 EK0060
 EK0060_MARKER: DB = BENCH MARK DISK
 EK0060_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EK0060_STAMPING: F 134 1935
 EK0060_MARK LOGO: CGS
 EK0060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0060
 EK0060  HISTORY     - Date     Condition        Report By
 EK0060  HISTORY     - 1935     MONUMENTED       CGS
 EK0060  HISTORY     - 1961     MARK NOT FOUND   CGS
 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 COAST AND GEODETIC SURVEY 1961
 EK0060'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1529 ***********************************************************************
 EJ1529  DESIGNATION -  F 135
 EJ1529  PID         -  EJ1529
 EJ1529  STATE/COUNTY-  AR/MONTGOMERY
 EJ1529  COUNTRY     -  US
 EJ1529  USGS QUAD   -  ODEN (2017)
 EJ1529
 EJ1529                         *CURRENT SURVEY CONTROL
 EJ1529  ______________________________________________________________________
 EJ1529* NAD 83(1986) POSITION- 34 30 53.     (N) 093 47 48.     (W)   SCALED
 EJ1529* NAVD 88 ORTHO HEIGHT -   252.895 (meters)      829.71  (feet) ADJUSTED
 EJ1529  ______________________________________________________________________
 EJ1529  GEOID HEIGHT    -        -28.691 (meters)                     GEOID18
 EJ1529  DYNAMIC HEIGHT  -        252.635 (meters)      828.85  (feet) COMP
 EJ1529  MODELED GRAVITY -    979,602.3   (mgal)                       NAVD 88
 EJ1529
 EJ1529  VERT ORDER      -  SECOND    CLASS 0
 EJ1529
 EJ1529.The horizontal coordinates were scaled from a map and have
 EJ1529.an estimated accuracy of +/- 6 seconds.
 EJ1529
 EJ1529.The orthometric height was determined by differential leveling and
 EJ1529.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1529.in June 1991.
 EJ1529
 EJ1529.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1529.GEOID18 height accuracy estimate available here.
 EJ1529
 EJ1529.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU268195(NAD 83)
 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
 EJ1529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1529.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1529
 EJ1529_MARKER: DB = BENCH MARK DISK
 EJ1529_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ1529_STAMPING: F 135 1935
 EJ1529_MARK LOGO: CGS
 EJ1529_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1529
 EJ1529  HISTORY     - Date     Condition        Report By
 EJ1529  HISTORY     - 1935     MONUMENTED       CGS
 EJ1529  HISTORY     - 1961     GOOD             CGS
 EJ1529
 EJ1529                          STATION DESCRIPTION
 EJ1529
 EJ1529'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1402 ***********************************************************************
 EJ1402  DESIGNATION -  F 136
 EJ1402  PID         -  EJ1402
 EJ1402  STATE/COUNTY-  AR/MONTGOMERY
 EJ1402  COUNTRY     -  US
 EJ1402  USGS QUAD   -  NORMAN (2017)
 EJ1402
 EJ1402                         *CURRENT SURVEY CONTROL
 EJ1402  ______________________________________________________________________
 EJ1402* NAD 83(1986) POSITION- 34 29 36.     (N) 093 43 41.     (W)   SCALED
 EJ1402* NAVD 88 ORTHO HEIGHT -   246.563 (meters)      808.93  (feet) ADJUSTED
 EJ1402  ______________________________________________________________________
 EJ1402  GEOID HEIGHT    -        -28.468 (meters)                     GEOID18
 EJ1402  DYNAMIC HEIGHT  -        246.312 (meters)      808.11  (feet) COMP
 EJ1402  MODELED GRAVITY -    979,612.2   (mgal)                       NAVD 88
 EJ1402
 EJ1402  VERT ORDER      -  SECOND    CLASS 0
 EJ1402
 EJ1402.The horizontal coordinates were scaled from a map and have
 EJ1402.an estimated accuracy of +/- 6 seconds.
 EJ1402
 EJ1402.The orthometric height was determined by differential leveling and
 EJ1402.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1402.in June 1991.
 EJ1402
 EJ1402.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1402.GEOID18 height accuracy estimate available here.
 EJ1402
 EJ1402.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU331170(NAD 83)
 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
 EJ1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1402.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1402
 EJ1402_MARKER: DB = BENCH MARK DISK
 EJ1402_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ1402_STAMPING: F 136 1935
 EJ1402_MARK LOGO: CGS
 EJ1402_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1402
 EJ1402  HISTORY     - Date     Condition        Report By
 EJ1402  HISTORY     - 1935     MONUMENTED       CGS
 EJ1402  HISTORY     - 1961     MARK NOT FOUND   CGS
 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 COAST AND GEODETIC SURVEY 1961
 EJ1402'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1127 ***********************************************************************
 EJ1127  DESIGNATION -  F 137
 EJ1127  PID         -  EJ1127
 EJ1127  STATE/COUNTY-  AR/HOT SPRING
 EJ1127  COUNTRY     -  US
 EJ1127  USGS QUAD   -  POINT CEDAR (2017)
 EJ1127
 EJ1127                         *CURRENT SURVEY CONTROL
 EJ1127  ______________________________________________________________________
 EJ1127* NAD 83(1986) POSITION- 34 19 50.     (N) 093 19 14.     (W)   SCALED
 EJ1127* NAVD 88 ORTHO HEIGHT -   172.233 (meters)      565.07  (feet) ADJUSTED
 EJ1127  ______________________________________________________________________
 EJ1127  GEOID HEIGHT    -        -27.437 (meters)                     GEOID18
 EJ1127  DYNAMIC HEIGHT  -        172.060 (meters)      564.50  (feet) COMP
 EJ1127  MODELED GRAVITY -    979,627.8   (mgal)                       NAVD 88
 EJ1127
 EJ1127  VERT ORDER      -  SECOND    CLASS 0
 EJ1127
 EJ1127.The horizontal coordinates were scaled from a map and have
 EJ1127.an estimated accuracy of +/- 6 seconds.
 EJ1127
 EJ1127.The orthometric height was determined by differential leveling and
 EJ1127.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1127.in June 1991.
 EJ1127
 EJ1127.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1127.GEOID18 height accuracy estimate available here.
 EJ1127
 EJ1127.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT705988(NAD 83)
 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
 EJ1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1127.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1127
 EJ1127_MARKER: DB = BENCH MARK DISK
 EJ1127_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ1127_STAMPING: F 137 1935
 EJ1127_MARK LOGO: CGS
 EJ1127_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1207 ***********************************************************************
 EJ1207  DESIGNATION -  F 138
 EJ1207  PID         -  EJ1207
 EJ1207  STATE/COUNTY-  AR/CLARK
 EJ1207  COUNTRY     -  US
 EJ1207  USGS QUAD   -  CHALYBEATE MOUNTAIN EAST (2017)
 EJ1207
 EJ1207                         *CURRENT SURVEY CONTROL
 EJ1207  ______________________________________________________________________
 EJ1207* NAD 83(1986) POSITION- 34 09 54.     (N) 093 21 21.     (W)   SCALED
 EJ1207* NAVD 88 ORTHO HEIGHT -   139.081 (meters)      456.30  (feet) ADJUSTED
 EJ1207  ______________________________________________________________________
 EJ1207  GEOID HEIGHT    -        -27.172 (meters)                     GEOID18
 EJ1207  DYNAMIC HEIGHT  -        138.941 (meters)      455.84  (feet) COMP
 EJ1207  MODELED GRAVITY -    979,627.9   (mgal)                       NAVD 88
 EJ1207
 EJ1207  VERT ORDER      -  SECOND    CLASS 0
 EJ1207
 EJ1207.The horizontal coordinates were scaled from a map and have
 EJ1207.an estimated accuracy of +/- 6 seconds.
 EJ1207
 EJ1207.The orthometric height was determined by differential leveling and
 EJ1207.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1207.in June 1991.
 EJ1207
 EJ1207.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1207.GEOID18 height accuracy estimate available here.
 EJ1207
 EJ1207.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT672805(NAD 83)
 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
 EJ1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1207.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1207
 EJ1207_MARKER: DB = BENCH MARK DISK
 EJ1207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1207_STAMPING: F 138 1935
 EJ1207_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2354 ***********************************************************************
 EH2354  DESIGNATION -  F 14
 EH2354  PID         -  EH2354
 EH2354  STATE/COUNTY-  AR/PRAIRIE
 EH2354  COUNTRY     -  US
 EH2354  USGS QUAD   -  STUTTGART NORTH (2017)
 EH2354
 EH2354                         *CURRENT SURVEY CONTROL
 EH2354  ______________________________________________________________________
 EH2354* NAD 83(1986) POSITION- 34 34 54.     (N) 091 33 55.     (W)   SCALED
 EH2354* NAVD 88 ORTHO HEIGHT -    64.616 (meters)      211.99  (feet) ADJUSTED
 EH2354  ______________________________________________________________________
 EH2354  GEOID HEIGHT    -        -26.680 (meters)                     GEOID18
 EH2354  DYNAMIC HEIGHT  -         64.554 (meters)      211.79  (feet) COMP
 EH2354  MODELED GRAVITY -    979,682.8   (mgal)                       NAVD 88
 EH2354
 EH2354  VERT ORDER      -  SECOND    CLASS 0
 EH2354
 EH2354.The horizontal coordinates were scaled from a map and have
 EH2354.an estimated accuracy of +/- 6 seconds.
 EH2354
 EH2354.The orthometric height was determined by differential leveling and
 EH2354.adjusted by the NATIONAL GEODETIC SURVEY
 EH2354.in June 1991.
 EH2354
 EH2354.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2354.GEOID18 height accuracy estimate available here.
 EH2354
 EH2354.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU315275(NAD 83)
 EH2354
 EH2354                          SUPERSEDED SURVEY CONTROL
 EH2354
 EH2354  NGVD 29 (11/26/84)   64.625  (m)          212.02   (f) ADJUSTED    2 0
 EH2354
 EH2354.Superseded values are not recommended for survey control.
 EH2354
 EH2354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2354.See file dsdata.pdf to determine how the superseded data were derived.
 EH2354
 EH2354_MARKER: DB = BENCH MARK DISK
 EH2354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2354_STAMPING: 211.971 F 14 1932
 EH2354_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0715 ***********************************************************************
 EJ0715  DESIGNATION -  F 140
 EJ0715  PID         -  EJ0715
 EJ0715  STATE/COUNTY-  AR/HOT SPRING
 EJ0715  COUNTRY     -  US
 EJ0715  USGS QUAD   -  LAKE CATHERINE (2017)
 EJ0715
 EJ0715                         *CURRENT SURVEY CONTROL
 EJ0715  ______________________________________________________________________
 EJ0715* NAD 83(1986) POSITION- 34 27 47.     (N) 092 54 19.     (W)   SCALED
 EJ0715* NAVD 88 ORTHO HEIGHT -    98.364 (meters)      322.72  (feet) ADJUSTED
 EJ0715  ______________________________________________________________________
 EJ0715  GEOID HEIGHT    -        -26.692 (meters)                     GEOID18
 EJ0715  DYNAMIC HEIGHT  -         98.271 (meters)      322.41  (feet) COMP
 EJ0715  MODELED GRAVITY -    979,685.2   (mgal)                       NAVD 88
 EJ0715
 EJ0715  VERT ORDER      -  SECOND    CLASS 0
 EJ0715
 EJ0715.The horizontal coordinates were scaled from a map and have
 EJ0715.an estimated accuracy of +/- 6 seconds.
 EJ0715
 EJ0715.The orthometric height was determined by differential leveling and
 EJ0715.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0715.in June 1991.
 EJ0715
 EJ0715.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0715.GEOID18 height accuracy estimate available here.
 EJ0715
 EJ0715.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU086135(NAD 83)
 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
 EJ0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0715.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0715
 EJ0715_MARKER: DB = BENCH MARK DISK
 EJ0715_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EJ0715_SP_SET: BRIDGE
 EJ0715_STAMPING: F 140 1935
 EJ0715_MARK LOGO: CGS
 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  HISTORY     - 20201202 MARK NOT FOUND   ARHD
 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.
 EJ0715
 EJ0715                          STATION RECOVERY (2020)
 EJ0715
 EJ0715'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2020 (JH)
 EJ0715'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1494 ***********************************************************************
 FG1494  DESIGNATION -  F 141
 FG1494  PID         -  FG1494
 FG1494  STATE/COUNTY-  AR/FRANKLIN
 FG1494  COUNTRY     -  US
 FG1494  USGS QUAD   -  HUNT (2017)
 FG1494
 FG1494                         *CURRENT SURVEY CONTROL
 FG1494  ______________________________________________________________________
 FG1494* NAD 83(1986) POSITION- 35 36 37.     (N) 093 44 21.     (W)   SCALED
 FG1494* NAVD 88 ORTHO HEIGHT -   478.813 (meters)     1570.91  (feet) ADJUSTED
 FG1494  ______________________________________________________________________
 FG1494  GEOID HEIGHT    -        -28.632 (meters)                     GEOID18
 FG1494  DYNAMIC HEIGHT  -        478.350 (meters)     1569.39  (feet) COMP
 FG1494  MODELED GRAVITY -    979,652.3   (mgal)                       NAVD 88
 FG1494
 FG1494  VERT ORDER      -  SECOND    CLASS 0
 FG1494
 FG1494.The horizontal coordinates were scaled from a map and have
 FG1494.an estimated accuracy of +/- 6 seconds.
 FG1494
 FG1494.The orthometric height was determined by differential leveling and
 FG1494.adjusted by the NATIONAL GEODETIC SURVEY
 FG1494.in June 1991.
 FG1494
 FG1494.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1494.GEOID18 height accuracy estimate available here.
 FG1494
 FG1494.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV330409(NAD 83)
 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
 FG1494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1494.See file dsdata.pdf to determine how the superseded data were derived.
 FG1494
 FG1494_MARKER: DB = BENCH MARK DISK
 FG1494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1494_STAMPING: F 141 1935
 FG1494_MARK LOGO: CGS
 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             CGS
 FG1494
 FG1494                          STATION DESCRIPTION
 FG1494
 FG1494'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG1427 ***********************************************************************
 FG1427  DESIGNATION -  F 142
 FG1427  PID         -  FG1427
 FG1427  STATE/COUNTY-  AR/FRANKLIN
 FG1427  COUNTRY     -  US
 FG1427  USGS QUAD   -  BIDVILLE (2017)
 FG1427
 FG1427                         *CURRENT SURVEY CONTROL
 FG1427  ______________________________________________________________________
 FG1427* NAD 83(1986) POSITION- 35 41 04.3    (N) 093 57 04.7    (W)   HD_HELD2
 FG1427* NAVD 88 ORTHO HEIGHT -   512.543 (meters)     1681.57  (feet) ADJUSTED
 FG1427  ______________________________________________________________________
 FG1427  GEOID HEIGHT    -        -28.469 (meters)                     GEOID18
 FG1427  DYNAMIC HEIGHT  -        512.062 (meters)     1679.99  (feet) COMP
 FG1427  MODELED GRAVITY -    979,678.8   (mgal)                       NAVD 88
 FG1427
 FG1427  VERT ORDER      -  SECOND    CLASS 0
 FG1427
 FG1427.The horizontal coordinates were established by autonomous hand held GPS
 FG1427.observations and have an estimated accuracy of +/- 10 meters.
 FG1427
 FG1427.The orthometric height was determined by differential leveling and
 FG1427.adjusted by the NATIONAL GEODETIC SURVEY
 FG1427.in June 1991.
 FG1427
 FG1427.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1427.GEOID18 height accuracy estimate available here.
 FG1427
 FG1427.Click photographs - Photos may exist for this station.
 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     -   151,654.      223,388.      MT  (+/- 10 meters HH2 GPS)
 FG1427
 FG1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV1391949375(NAD 83)
 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
 FG1427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1427.See file dsdata.pdf to determine how the superseded data were derived.
 FG1427
 FG1427_MARKER: DB = BENCH MARK DISK
 FG1427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1427_STAMPING: F 142 1935
 FG1427_MARK LOGO: CGS
 FG1427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1427+STABILITY: SURFACE MOTION
 FG1427_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FG1427+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2015
 FG1427
 FG1427  HISTORY     - Date     Condition        Report By
 FG1427  HISTORY     - 1935     MONUMENTED       CGS
 FG1427  HISTORY     - 1959     GOOD             CGS
 FG1427  HISTORY     - 20150201 GOOD             ARHD
 FG1427
 FG1427                          STATION DESCRIPTION
 FG1427
 FG1427'DESCRIBED BY COAST AND 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.
 FG1427
 FG1427                          STATION RECOVERY (2015)
 FG1427
 FG1427'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (WDA)
 FG1427'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1371 ***********************************************************************
 FG1371  DESIGNATION -  F 143
 FG1371  PID         -  FG1371
 FG1371  STATE/COUNTY-  AR/FRANKLIN
 FG1371  COUNTRY     -  US
 FG1371  USGS QUAD   -  DELANEY (2017)
 FG1371
 FG1371                         *CURRENT SURVEY CONTROL
 FG1371  ______________________________________________________________________
 FG1371* NAD 83(1986) POSITION- 35 45 30.3    (N) 093 53 27.7    (W)   HD_HELD2
 FG1371* NAVD 88 ORTHO HEIGHT -   720.251 (meters)     2363.02  (feet) ADJUSTED
 FG1371  ______________________________________________________________________
 FG1371  GEOID HEIGHT    -        -28.177 (meters)                     GEOID18
 FG1371  DYNAMIC HEIGHT  -        719.547 (meters)     2360.71  (feet) COMP
 FG1371  MODELED GRAVITY -    979,631.0   (mgal)                       NAVD 88
 FG1371
 FG1371  VERT ORDER      -  SECOND    CLASS 0
 FG1371
 FG1371.The horizontal coordinates were established by autonomous hand held GPS
 FG1371.observations and have an estimated accuracy of +/- 10 meters.
 FG1371
 FG1371.The orthometric height was determined by differential leveling and
 FG1371.adjusted by the NATIONAL GEODETIC SURVEY
 FG1371.in June 1991.
 FG1371
 FG1371.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1371.GEOID18 height accuracy estimate available here.
 FG1371
 FG1371.Click photographs - Photos may exist for this station.
 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     -   159,744.      229,000.      MT  (+/- 10 meters HH2 GPS)
 FG1371
 FG1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV1944857519(NAD 83)
 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
 FG1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1371.See file dsdata.pdf to determine how the superseded data were derived.
 FG1371
 FG1371_MARKER: DB = BENCH MARK DISK
 FG1371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1371_STAMPING: F 143 1935
 FG1371_MARK LOGO: CGS
 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             CGS
 FG1371
 FG1371                          STATION DESCRIPTION
 FG1371
 FG1371'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG1419 ***********************************************************************
 FG1419  DESIGNATION -  F 144
 FG1419  PID         -  FG1419
 FG1419  STATE/COUNTY-  AR/WASHINGTON
 FG1419  COUNTRY     -  US
 FG1419  USGS QUAD   -  DELANEY (2017)
 FG1419
 FG1419                         *CURRENT SURVEY CONTROL
 FG1419  ______________________________________________________________________
 FG1419* NAD 83(1986) POSITION- 35 48 09.36   (N) 093 58 58.44   (W)   HD_HELD1
 FG1419* NAVD 88 ORTHO HEIGHT -   725.339 (meters)     2379.72  (feet) ADJUSTED
 FG1419  ______________________________________________________________________
 FG1419  GEOID HEIGHT    -        -28.084 (meters)                     GEOID18
 FG1419  DYNAMIC HEIGHT  -        724.630 (meters)     2377.39  (feet) COMP
 FG1419  MODELED GRAVITY -    979,630.6   (mgal)                       NAVD 88
 FG1419
 FG1419  VERT ORDER      -  SECOND    CLASS 0
 FG1419
 FG1419.The horizontal coordinates were determined by differentially corrected
 FG1419.hand held GPS observations or other comparable positioning techniques
 FG1419.and have an estimated accuracy of +/- 3 meters.
 FG1419
 FG1419.The orthometric height was determined by differential leveling and
 FG1419.adjusted by the NATIONAL GEODETIC SURVEY
 FG1419.in June 1991.
 FG1419
 FG1419.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1419.GEOID18 height accuracy estimate available here.
 FG1419
 FG1419.Click photographs - Photos may exist for this station.
 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     -   164,808.2     220,792.2     MT  (+/- 3 meters HH1 GPS) 
 FG1419
 FG1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV1119162499(NAD 83)
 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
 FG1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1419.See file dsdata.pdf to determine how the superseded data were derived.
 FG1419
 FG1419_MARKER: DB = BENCH MARK DISK
 FG1419_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG1419_STAMPING: F 144 1935
 FG1419_MARK LOGO: CGS
 FG1419_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG1419
 FG1419  HISTORY     - Date     Condition        Report By
 FG1419  HISTORY     - 1935     MONUMENTED       CGS
 FG1419  HISTORY     - 1960     GOOD             CGS
 FG1419
 FG1419                          STATION DESCRIPTION
 FG1419
 FG1419'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG1358 ***********************************************************************
 FG1358  DESIGNATION -  F 145
 FG1358  PID         -  FG1358
 FG1358  STATE/COUNTY-  AR/MADISON
 FG1358  COUNTRY     -  US
 FG1358  USGS QUAD   -  WEATHERS (2017)
 FG1358
 FG1358                         *CURRENT SURVEY CONTROL
 FG1358  ______________________________________________________________________
 FG1358* NAD 83(1986) POSITION- 35 54 56.     (N) 093 30 34.     (W)   SCALED
 FG1358* NAVD 88 ORTHO HEIGHT -   656.393 (meters)     2153.52  (feet) ADJUSTED
 FG1358  ______________________________________________________________________
 FG1358  GEOID HEIGHT    -        -27.879 (meters)                     GEOID18
 FG1358  DYNAMIC HEIGHT  -        655.764 (meters)     2151.45  (feet) COMP
 FG1358  MODELED GRAVITY -    979,653.2   (mgal)                       NAVD 88
 FG1358
 FG1358  VERT ORDER      -  SECOND    CLASS 0
 FG1358
 FG1358.The horizontal coordinates were scaled from a map and have
 FG1358.an estimated accuracy of +/- 6 seconds.
 FG1358
 FG1358.The orthometric height was determined by differential leveling and
 FG1358.adjusted by the NATIONAL GEODETIC SURVEY
 FG1358.in June 1991.
 FG1358
 FG1358.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1358.GEOID18 height accuracy estimate available here.
 FG1358
 FG1358.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV540747(NAD 83)
 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
 FG1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1358.See file dsdata.pdf to determine how the superseded data were derived.
 FG1358
 FG1358_MARKER: DB = BENCH MARK DISK
 FG1358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1358_STAMPING: F 145 1935
 FG1358_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0719 ***********************************************************************
 FG0719  DESIGNATION -  F 146
 FG0719  PID         -  FG0719
 FG0719  STATE/COUNTY-  AR/NEWTON
 FG0719  COUNTRY     -  US
 FG0719  USGS QUAD   -  EULA (2017)
 FG0719
 FG0719                         *CURRENT SURVEY CONTROL
 FG0719  ______________________________________________________________________
 FG0719* NAD 83(1986) POSITION- 35 57 47.     (N) 092 56 39.     (W)   SCALED
 FG0719* NAVD 88 ORTHO HEIGHT -   375.173 (meters)     1230.88  (feet) ADJUSTED
 FG0719  ______________________________________________________________________
 FG0719  GEOID HEIGHT    -        -28.277 (meters)                     GEOID18
 FG0719  DYNAMIC HEIGHT  -        374.833 (meters)     1229.76  (feet) COMP
 FG0719  MODELED GRAVITY -    979,714.0   (mgal)                       NAVD 88
 FG0719
 FG0719  VERT ORDER      -  SECOND    CLASS 0
 FG0719
 FG0719.The horizontal coordinates were scaled from a map and have
 FG0719.an estimated accuracy of +/- 6 seconds.
 FG0719
 FG0719.The orthometric height was determined by differential leveling and
 FG0719.adjusted by the NATIONAL GEODETIC SURVEY
 FG0719.in June 1991.
 FG0719
 FG0719.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0719.GEOID18 height accuracy estimate available here.
 FG0719
 FG0719.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV050798(NAD 83)
 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
 FG0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0719.See file dsdata.pdf to determine how the superseded data were derived.
 FG0719
 FG0719_MARKER: DB = BENCH MARK DISK
 FG0719_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0719_STAMPING: F 146 1935
 FG0719_MARK LOGO: CGS
 FG0719_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0513 ***********************************************************************
 FG0513  DESIGNATION -  F 147
 FG0513  PID         -  FG0513
 FG0513  STATE/COUNTY-  AR/SEARCY
 FG0513  COUNTRY     -  US
 FG0513  USGS QUAD   -  MOORE (2017)
 FG0513
 FG0513                         *CURRENT SURVEY CONTROL
 FG0513  ______________________________________________________________________
 FG0513* NAD 83(1986) POSITION- 35 45 03.87   (N) 092 56 17.48   (W)   HD_HELD1
 FG0513* NAVD 88 ORTHO HEIGHT -   374.737 (meters)     1229.45  (feet) ADJUSTED
 FG0513  ______________________________________________________________________
 FG0513  GEOID HEIGHT    -        -28.051 (meters)                     GEOID18
 FG0513  DYNAMIC HEIGHT  -        374.374 (meters)     1228.26  (feet) COMP
 FG0513  MODELED GRAVITY -    979,655.5   (mgal)                       NAVD 88
 FG0513
 FG0513  VERT ORDER      -  SECOND    CLASS 0
 FG0513
 FG0513.The horizontal coordinates were determined by differentially corrected
 FG0513.hand held GPS observations or other comparable positioning techniques
 FG0513.and have an estimated accuracy of +/- 3 meters.
 FG0513
 FG0513.The orthometric height was determined by differential leveling and
 FG0513.adjusted by the NATIONAL GEODETIC SURVEY
 FG0513.in June 1991.
 FG0513
 FG0513.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0513.GEOID18 height accuracy estimate available here.
 FG0513
 FG0513.Click photographs - Photos may exist for this station.
 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     -   157,691.3     315,150.8     MT  (+/- 3 meters HH1 GPS) 
 FG0513
 FG0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV0558856341(NAD 83)
 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
 FG0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0513.See file dsdata.pdf to determine how the superseded data were derived.
 FG0513
 FG0513_MARKER: DB = BENCH MARK DISK
 FG0513_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0513_STAMPING: F 147 1935
 FG0513_MARK LOGO: CGS
 FG0513_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0663 ***********************************************************************
 FG0663  DESIGNATION -  F 148
 FG0663  PID         -  FG0663
 FG0663  STATE/COUNTY-  AR/POPE
 FG0663  COUNTRY     -  US
 FG0663  USGS QUAD   -  LOST CORNER (2017)
 FG0663
 FG0663                         *CURRENT SURVEY CONTROL
 FG0663  ______________________________________________________________________
 FG0663* NAD 83(1986) POSITION- 35 36 55.4    (N) 092 51 02.9    (W)   HD_HELD2
 FG0663* NAVD 88 ORTHO HEIGHT -   469.724 (meters)     1541.09  (feet) ADJUSTED
 FG0663  ______________________________________________________________________
 FG0663  GEOID HEIGHT    -        -28.168 (meters)                     GEOID18
 FG0663  DYNAMIC HEIGHT  -        469.267 (meters)     1539.59  (feet) COMP
 FG0663  MODELED GRAVITY -    979,646.1   (mgal)                       NAVD 88
 FG0663
 FG0663  VERT ORDER      -  SECOND    CLASS 0
 FG0663
 FG0663.The horizontal coordinates were established by autonomous hand held GPS
 FG0663.observations and have an estimated accuracy of +/- 10 meters.
 FG0663
 FG0663.The orthometric height was determined by differential leveling and
 FG0663.adjusted by the NATIONAL GEODETIC SURVEY
 FG0663.in June 1991.
 FG0663
 FG0663.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0663.GEOID18 height accuracy estimate available here.
 FG0663
 FG0663.Click photographs - Photos may exist for this station.
 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     -   142,566.      322,923.      MT  (+/- 10 meters HH2 GPS)
 FG0663
 FG0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV1351141301(NAD 83)
 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
 FG0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0663.See file dsdata.pdf to determine how the superseded data were derived.
 FG0663
 FG0663_MARKER: DB = BENCH MARK DISK
 FG0663_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0663_STAMPING: F 148 1935
 FG0663_MARK LOGO: CGS
 FG0663_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0590 ***********************************************************************
 FG0590  DESIGNATION -  F 149
 FG0590  PID         -  FG0590
 FG0590  STATE/COUNTY-  AR/SEARCY
 FG0590  COUNTRY     -  US
 FG0590  USGS QUAD   -  SNOWBALL (2017)
 FG0590
 FG0590                         *CURRENT SURVEY CONTROL
 FG0590  ______________________________________________________________________
 FG0590* NAD 83(1986) POSITION- 35 57 27.86   (N) 092 51 41.36   (W)   HD_HELD1
 FG0590* NAVD 88 ORTHO HEIGHT -   198.197 (meters)      650.25  (feet) ADJUSTED
 FG0590  ______________________________________________________________________
 FG0590  GEOID HEIGHT    -        -28.277 (meters)                     GEOID18
 FG0590  DYNAMIC HEIGHT  -        198.019 (meters)      649.67  (feet) COMP
 FG0590  MODELED GRAVITY -    979,726.9   (mgal)                       NAVD 88
 FG0590
 FG0590  VERT ORDER      -  SECOND    CLASS 0
 FG0590
 FG0590.The horizontal coordinates were determined by differentially corrected
 FG0590.hand held GPS observations or other comparable positioning techniques
 FG0590.and have an estimated accuracy of +/- 3 meters.
 FG0590
 FG0590.The orthometric height was determined by differential leveling and
 FG0590.adjusted by the NATIONAL GEODETIC SURVEY
 FG0590.in June 1991.
 FG0590
 FG0590.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0590.GEOID18 height accuracy estimate available here.
 FG0590
 FG0590.Click photographs - Photos may exist for this station.
 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     -   180,556.5     322,287.9     MT  (+/- 3 meters HH1 GPS) 
 FG0590
 FG0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV1249079269(NAD 83)
 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
 FG0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0590.See file dsdata.pdf to determine how the superseded data were derived.
 FG0590
 FG0590_MARKER: DB = BENCH MARK DISK
 FG0590_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0590_STAMPING: F 149 1935
 FG0590_MARK LOGO: CGS
 FG0590_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH0855 ***********************************************************************
 EH0855  DESIGNATION -  F 15
 EH0855  PID         -  EH0855
 EH0855  STATE/COUNTY-  AR/LEE
 EH0855  COUNTRY     -  US
 EH0855  USGS QUAD   -  AUBREY (2017)
 EH0855
 EH0855                         *CURRENT SURVEY CONTROL
 EH0855  ______________________________________________________________________
 EH0855* NAD 83(1986) POSITION- 34 44 45.     (N) 090 55 50.     (W)   SCALED
 EH0855* NAVD 88 ORTHO HEIGHT -    61.916 (meters)      203.14  (feet) ADJUSTED
 EH0855  ______________________________________________________________________
 EH0855  GEOID HEIGHT    -        -26.728 (meters)                     GEOID18
 EH0855  DYNAMIC HEIGHT  -         61.859 (meters)      202.95  (feet) COMP
 EH0855  MODELED GRAVITY -    979,713.9   (mgal)                       NAVD 88
 EH0855
 EH0855  VERT ORDER      -  FIRST     CLASS II
 EH0855
 EH0855.The horizontal coordinates were scaled from a map and have
 EH0855.an estimated accuracy of +/- 6 seconds.
 EH0855
 EH0855.The orthometric height was determined by differential leveling and
 EH0855.adjusted by the NATIONAL GEODETIC SURVEY
 EH0855.in June 1991.
 EH0855
 EH0855.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0855.GEOID18 height accuracy estimate available here.
 EH0855
 EH0855.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU894468(NAD 83)
 EH0855
 EH0855                          SUPERSEDED SURVEY CONTROL
 EH0855
 EH0855  NGVD 29 (11/26/84)   61.928  (m)          203.18   (f) ADJUSTED    1 2
 EH0855
 EH0855.Superseded values are not recommended for survey control.
 EH0855
 EH0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0855.See file dsdata.pdf to determine how the superseded data were derived.
 EH0855
 EH0855_MARKER: DB = BENCH MARK DISK
 EH0855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0855_STAMPING: 203.172 F 15 1932
 EH0855_MARK LOGO: CGS
 EH0855_PROJECTION: RECESSED 3 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1222 ***********************************************************************
 EJ1222  DESIGNATION -  F 151
 EJ1222  PID         -  EJ1222
 EJ1222  STATE/COUNTY-  AR/CLARK
 EJ1222  COUNTRY     -  US
 EJ1222  USGS QUAD   -  OKOLONA NORTH (2017)
 EJ1222
 EJ1222                         *CURRENT SURVEY CONTROL
 EJ1222  ______________________________________________________________________
 EJ1222* NAD 83(1986) POSITION- 34 02 45.70   (N) 093 15 55.03   (W)   HD_HELD1
 EJ1222* NAVD 88 ORTHO HEIGHT -    83.354 (meters)      273.47  (feet) ADJUSTED
 EJ1222  ______________________________________________________________________
 EJ1222  GEOID HEIGHT    -        -26.960 (meters)                     GEOID18
 EJ1222  DYNAMIC HEIGHT  -         83.270 (meters)      273.20  (feet) COMP
 EJ1222  MODELED GRAVITY -    979,630.0   (mgal)                       NAVD 88
 EJ1222
 EJ1222  VERT ORDER      -  SECOND    CLASS 0
 EJ1222
 EJ1222.The horizontal coordinates were determined by differentially corrected
 EJ1222.hand held GPS observations or other comparable positioning techniques
 EJ1222.and have an estimated accuracy of +/- 3 meters.
 EJ1222
 EJ1222.The orthometric height was determined by differential leveling and
 EJ1222.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1222.in June 1991.
 EJ1222
 EJ1222.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1222.GEOID18 height accuracy estimate available here.
 EJ1222
 EJ1222.Click photographs - Photos may exist for this station.
 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     -   553,709.8     283,182.4     MT  (+/- 3 meters HH1 GPS) 
 EJ1222
 EJ1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT7551467291(NAD 83)
 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
 EJ1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1222.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1222
 EJ1222_MARKER: DB = BENCH MARK DISK
 EJ1222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1222_STAMPING: F 151 1935
 EJ1222_MARK LOGO: CGS
 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             CGS
 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 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 COAST AND GEODETIC SURVEY 1964
 EJ1222'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0565 ***********************************************************************
 GF0565  DESIGNATION -  F 157 RESET
 GF0565  PID         -  GF0565
 GF0565  STATE/COUNTY-  AR/CARROLL
 GF0565  COUNTRY     -  US
 GF0565  USGS QUAD   -  GRANDVIEW (2017)
 GF0565
 GF0565                         *CURRENT SURVEY CONTROL
 GF0565  ______________________________________________________________________
 GF0565* NAD 83(1997) POSITION- 36 22 48.72085(N) 093 35 23.01001(W)   NO CHECK
 GF0565* NAVD 88 ORTHO HEIGHT -   368.53  (meters)     1209.1   (feet) RESET
 GF0565  ______________________________________________________________________
 GF0565  GEOID HEIGHT    -        -28.277 (meters)                     GEOID18
 GF0565  LAPLACE CORR    -         -0.14  (seconds)                    DEFLEC18
 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
 GF0565.No horizontal observational check was made to the station.
 GF0565
 GF0565.The orthometric height was computed from unverified reset data.
 GF0565
 GF0565.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0565.GEOID18 height accuracy estimate available here.
 GF0565
 GF0565.Click photographs - Photos may exist for this station.
 GF0565
 GF0565.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0565
 GF0565. The following values were computed from the NAD 83(1997) position.
 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 C     -    61,228.389   402,224.911   MT  1.00005108   -0 38 47.1
 GF0565;SPC MO W     -    24,078.005   931,674.213   MT  1.00002333   +0 32 23.8
 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     -   0.99994660  x   1.00003233  =   0.99997893
 GF0565!SPC MO C     -   0.99994660  x   1.00005108  =   0.99999768
 GF0565!SPC MO W     -   0.99994660  x   1.00002333  =   0.99996993
 GF0565!UTM  15      -   0.99994660  x   0.99963447  =   0.99958109
 GF0565
 GF0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA4710526281(NAD 83)
 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(1993)-  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
 GF0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0565.See file dsdata.pdf to determine how the superseded data were derived.
 GF0565
 GF0565_MARKER: DB = BENCH MARK DISK
 GF0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0565_STAMPING: F 157 RESET 1969
 GF0565_MARK LOGO: CGS
 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 - April 13, 2011
 GF0565
 GF0565  HISTORY     - Date     Condition        Report By
 GF0565  HISTORY     - 1969     MONUMENTED       CGS
 GF0565  HISTORY     - 1987     GOOD             USPSQD
 GF0565  HISTORY     - 20031112 GOOD             INDIV
 GF0565  HISTORY     - 20110413 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.
 GF0565
 GF0565                          STATION RECOVERY (2011)
 GF0565
 GF0565'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (ESI)
 GF0565'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0435 ***********************************************************************
 GF0435  DESIGNATION -  F 158
 GF0435  PID         -  GF0435
 GF0435  STATE/COUNTY-  AR/CARROLL
 GF0435  COUNTRY     -  US
 GF0435  USGS QUAD   -  OSAGE (2017)
 GF0435
 GF0435                         *CURRENT SURVEY CONTROL
 GF0435  ______________________________________________________________________
 GF0435* NAD 83(1986) POSITION- 36 10 35.     (N) 093 22 50.     (W)   SCALED
 GF0435* NAVD 88 ORTHO HEIGHT -   420.165 (meters)     1378.49  (feet) ADJUSTED
 GF0435  ______________________________________________________________________
 GF0435  GEOID HEIGHT    -        -28.038 (meters)                     GEOID18
 GF0435  DYNAMIC HEIGHT  -        419.782 (meters)     1377.23  (feet) COMP
 GF0435  MODELED GRAVITY -    979,709.7   (mgal)                       NAVD 88
 GF0435
 GF0435  VERT ORDER      -  SECOND    CLASS 0
 GF0435
 GF0435.The horizontal coordinates were scaled from a map and have
 GF0435.an estimated accuracy of +/- 6 seconds.
 GF0435
 GF0435.The orthometric height was determined by differential leveling and
 GF0435.adjusted by the NATIONAL GEODETIC SURVEY
 GF0435.in June 1991.
 GF0435
 GF0435.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0435.GEOID18 height accuracy estimate available here.
 GF0435
 GF0435.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA657035(NAD 83)
 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
 GF0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0435.See file dsdata.pdf to determine how the superseded data were derived.
 GF0435
 GF0435_MARKER: DB = BENCH MARK DISK
 GF0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0435_STAMPING: F 158 1935
 GF0435_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1092 ***********************************************************************
 EJ1092  DESIGNATION -  F 159
 EJ1092  PID         -  EJ1092
 EJ1092  STATE/COUNTY-  AR/GARLAND
 EJ1092  COUNTRY     -  US
 EJ1092  USGS QUAD   -  CRYSTAL SPRINGS (2017)
 EJ1092
 EJ1092                         *CURRENT SURVEY CONTROL
 EJ1092  ______________________________________________________________________
 EJ1092* NAD 83(1986) POSITION- 34 33 47.     (N) 093 21 22.     (W)   SCALED
 EJ1092* NAVD 88 ORTHO HEIGHT -   154.530 (meters)      506.99  (feet) ADJUSTED
 EJ1092  ______________________________________________________________________
 EJ1092  GEOID HEIGHT    -        -28.023 (meters)                     GEOID18
 EJ1092  DYNAMIC HEIGHT  -        154.376 (meters)      506.48  (feet) COMP
 EJ1092  MODELED GRAVITY -    979,634.1   (mgal)                       NAVD 88
 EJ1092
 EJ1092  VERT ORDER      -  SECOND    CLASS 0
 EJ1092
 EJ1092.The horizontal coordinates were scaled from a map and have
 EJ1092.an estimated accuracy of +/- 6 seconds.
 EJ1092
 EJ1092.The orthometric height was determined by differential leveling and
 EJ1092.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1092.in June 1991.
 EJ1092
 EJ1092.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1092.GEOID18 height accuracy estimate available here.
 EJ1092
 EJ1092.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU673246(NAD 83)
 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
 EJ1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1092.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1092
 EJ1092_MARKER: DB = BENCH MARK DISK
 EJ1092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1092_STAMPING: F 159 1935
 EJ1092_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0578 ***********************************************************************
 FF0578  DESIGNATION -  F 16
 FF0578  PID         -  FF0578
 FF0578  STATE/COUNTY-  AR/CROSS
 FF0578  COUNTRY     -  US
 FF0578  USGS QUAD   -  HICKORY RIDGE (2017)
 FF0578
 FF0578                         *CURRENT SURVEY CONTROL
 FF0578  ______________________________________________________________________
 FF0578* NAD 83(1986) POSITION- 35 24 06.     (N) 090 59 44.     (W)   SCALED
 FF0578* NAVD 88 ORTHO HEIGHT -    73.025 (meters)      239.58  (feet) ADJUSTED
 FF0578  ______________________________________________________________________
 FF0578  GEOID HEIGHT    -        -27.397 (meters)                     GEOID18
 FF0578  DYNAMIC HEIGHT  -         72.960 (meters)      239.37  (feet) COMP
 FF0578  MODELED GRAVITY -    979,750.5   (mgal)                       NAVD 88
 FF0578
 FF0578  VERT ORDER      -  FIRST     CLASS II
 FF0578
 FF0578.The horizontal coordinates were scaled from a map and have
 FF0578.an estimated accuracy of +/- 6 seconds.
 FF0578
 FF0578.The orthometric height was determined by differential leveling and
 FF0578.adjusted by the NATIONAL GEODETIC SURVEY
 FF0578.in June 1991.
 FF0578
 FF0578.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0578.GEOID18 height accuracy estimate available here.
 FF0578
 FF0578.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV820194(NAD 83)
 FF0578
 FF0578                          SUPERSEDED SURVEY CONTROL
 FF0578
 FF0578  NGVD 29 (11/26/84)   72.979  (m)          239.43   (f) ADJUSTED    1 2
 FF0578
 FF0578.Superseded values are not recommended for survey control.
 FF0578
 FF0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0578.See file dsdata.pdf to determine how the superseded data were derived.
 FF0578
 FF0578_MARKER: DB = BENCH MARK DISK
 FF0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0578_STAMPING: 239.366 F 16 1932
 FF0578_MARK LOGO: CGS
 FF0578_PROJECTION: PROJECTING 20 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0799 ***********************************************************************
 EJ0799  DESIGNATION -  F 161
 EJ0799  PID         -  EJ0799
 EJ0799  STATE/COUNTY-  AR/SALINE
 EJ0799  COUNTRY     -  US
 EJ0799  USGS QUAD   -  PARON SW (2017)
 EJ0799
 EJ0799                         *CURRENT SURVEY CONTROL
 EJ0799  ______________________________________________________________________
 EJ0799* NAD 83(1986) POSITION- 34 49 09.     (N) 092 52 51.     (W)   SCALED
 EJ0799* NAVD 88 ORTHO HEIGHT -   230.246 (meters)      755.40  (feet) ADJUSTED
 EJ0799  ______________________________________________________________________
 EJ0799  GEOID HEIGHT    -        -27.768 (meters)                     GEOID18
 EJ0799  DYNAMIC HEIGHT  -        230.018 (meters)      754.65  (feet) COMP
 EJ0799  MODELED GRAVITY -    979,639.4   (mgal)                       NAVD 88
 EJ0799
 EJ0799  VERT ORDER      -  SECOND    CLASS 0
 EJ0799
 EJ0799.The horizontal coordinates were scaled from a map and have
 EJ0799.an estimated accuracy of +/- 6 seconds.
 EJ0799
 EJ0799.The orthometric height was determined by differential leveling and
 EJ0799.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0799.in June 1991.
 EJ0799
 EJ0799.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0799.GEOID18 height accuracy estimate available here.
 EJ0799
 EJ0799.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU108529(NAD 83)
 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
 EJ0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0799.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0799
 EJ0799_MARKER: DB = BENCH MARK DISK
 EJ0799_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0799_STAMPING: F 161 1935
 EJ0799_MARK LOGO: CGS
 EJ0799_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0799
 EJ0799  HISTORY     - Date     Condition        Report By
 EJ0799  HISTORY     - 1935     MONUMENTED       CGS
 EJ0799  HISTORY     - 1961     MARK NOT FOUND   CGS
 EJ0799
 EJ0799                          STATION DESCRIPTION
 EJ0799
 EJ0799'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0839 ***********************************************************************
 EJ0839  DESIGNATION -  F 162
 EJ0839  PID         -  EJ0839
 EJ0839  STATE/COUNTY-  AR/SALINE
 EJ0839  COUNTRY     -  US
 EJ0839  USGS QUAD   -  GOOSEPOND MOUNTAIN (2017)
 EJ0839
 EJ0839                         *CURRENT SURVEY CONTROL
 EJ0839  ______________________________________________________________________
 EJ0839* NAD 83(1986) POSITION- 34 40 06.     (N) 092 53 25.     (W)   SCALED
 EJ0839* NAVD 88 ORTHO HEIGHT -   146.557 (meters)      480.83  (feet) ADJUSTED
 EJ0839  ______________________________________________________________________
 EJ0839  GEOID HEIGHT    -        -27.316 (meters)                     GEOID18
 EJ0839  DYNAMIC HEIGHT  -        146.415 (meters)      480.36  (feet) COMP
 EJ0839  MODELED GRAVITY -    979,667.8   (mgal)                       NAVD 88
 EJ0839
 EJ0839  VERT ORDER      -  SECOND    CLASS 0
 EJ0839
 EJ0839.The horizontal coordinates were scaled from a map and have
 EJ0839.an estimated accuracy of +/- 6 seconds.
 EJ0839
 EJ0839.The orthometric height was determined by differential leveling and
 EJ0839.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0839.in June 1991.
 EJ0839
 EJ0839.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0839.GEOID18 height accuracy estimate available here.
 EJ0839
 EJ0839.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU100362(NAD 83)
 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
 EJ0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0839.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0839
 EJ0839_MARKER: DB = BENCH MARK DISK
 EJ0839_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0839_STAMPING: F 162 1935
 EJ0839_MARK LOGO: CGS
 EJ0839_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1282 ***********************************************************************
 EJ1282  DESIGNATION -  F 163
 EJ1282  PID         -  EJ1282
 EJ1282  STATE/COUNTY-  AR/MONTGOMERY
 EJ1282  COUNTRY     -  US
 EJ1282  USGS QUAD   -  BONNERDALE (2017)
 EJ1282
 EJ1282                         *CURRENT SURVEY CONTROL
 EJ1282  ______________________________________________________________________
 EJ1282* NAD 83(1986) POSITION- 34 27 29.     (N) 093 27 08.     (W)   SCALED
 EJ1282* NAVD 88 ORTHO HEIGHT -   218.299 (meters)      716.20  (feet) ADJUSTED
 EJ1282  ______________________________________________________________________
 EJ1282  GEOID HEIGHT    -        -27.900 (meters)                     GEOID18
 EJ1282  DYNAMIC HEIGHT  -        218.079 (meters)      715.48  (feet) COMP
 EJ1282  MODELED GRAVITY -    979,621.2   (mgal)                       NAVD 88
 EJ1282
 EJ1282  VERT ORDER      -  SECOND    CLASS 0
 EJ1282
 EJ1282.The horizontal coordinates were scaled from a map and have
 EJ1282.an estimated accuracy of +/- 6 seconds.
 EJ1282
 EJ1282.The orthometric height was determined by differential leveling and
 EJ1282.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1282.in June 1991.
 EJ1282
 EJ1282.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1282.GEOID18 height accuracy estimate available here.
 EJ1282
 EJ1282.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU584130(NAD 83)
 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
 EJ1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1282.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1282
 EJ1282_MARKER: DB = BENCH MARK DISK
 EJ1282_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ1282_STAMPING: F 163 1935
 EJ1282_MARK LOGO: CGS
 EJ1282_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1282
 EJ1282  HISTORY     - Date     Condition        Report By
 EJ1282  HISTORY     - 1935     MONUMENTED       CGS
 EJ1282  HISTORY     - 1961     GOOD             CGS
 EJ1282
 EJ1282                          STATION DESCRIPTION
 EJ1282
 EJ1282'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FF1633 ***********************************************************************
 FF1633  DESIGNATION -  F 165
 FF1633  PID         -  FF1633
 FF1633  STATE/COUNTY-  AR/INDEPENDENCE
 FF1633  COUNTRY     -  US
 FF1633  USGS QUAD   -  BATESVILLE (2017)
 FF1633
 FF1633                         *CURRENT SURVEY CONTROL
 FF1633  ______________________________________________________________________
 FF1633* NAD 83(1986) POSITION- 35 46 51.0    (N) 091 37 49.4    (W)   HD_HELD2
 FF1633* NAVD 88 ORTHO HEIGHT -   105.774 (meters)      347.03  (feet) ADJUSTED
 FF1633  ______________________________________________________________________
 FF1633  GEOID HEIGHT    -        -27.613 (meters)                     GEOID18
 FF1633  DYNAMIC HEIGHT  -        105.683 (meters)      346.73  (feet) COMP
 FF1633  MODELED GRAVITY -    979,773.7   (mgal)                       NAVD 88
 FF1633
 FF1633  VERT ORDER      -  SECOND    CLASS I
 FF1633
 FF1633.The horizontal coordinates were established by autonomous hand held GPS
 FF1633.observations and have an estimated accuracy of +/- 10 meters.
 FF1633
 FF1633.The orthometric height was determined by differential leveling and
 FF1633.adjusted by the NATIONAL GEODETIC SURVEY
 FF1633.in June 1991.
 FF1633
 FF1633.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1633.GEOID18 height accuracy estimate available here.
 FF1633
 FF1633.Click photographs - Photos may exist for this station.
 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     -   160,651.      433,415.      MT  (+/- 10 meters HH2 GPS)
 FF1633
 FF1633_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV2378460505(NAD 83)
 FF1633
 FF1633                          SUPERSEDED SURVEY CONTROL
 FF1633
 FF1633  NGVD 29 (11/26/84)  105.700  (m)          346.78   (f) ADJUSTED    2 0
 FF1633
 FF1633.Superseded values are not recommended for survey control.
 FF1633
 FF1633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1633.See file dsdata.pdf to determine how the superseded data were derived.
 FF1633
 FF1633_MARKER: DB = BENCH MARK DISK
 FF1633_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FF1633_SP_SET: CULVERT
 FF1633_STAMPING: F 165 1955
 FF1633_MARK LOGO: CGS
 FF1633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1633+STABILITY: SURFACE MOTION
 FF1633
 FF1633  HISTORY     - Date     Condition        Report By
 FF1633  HISTORY     - 1955     MONUMENTED       CGS
 FF1633  HISTORY     - 20111116 POOR             ARHD
 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.
 FF1633
 FF1633                          STATION RECOVERY (2011)
 FF1633
 FF1633'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (JDH)
 FF1633'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GE0600 ***********************************************************************
 GE0600  DESIGNATION -  F 166
 GE0600  PID         -  GE0600
 GE0600  STATE/COUNTY-  AR/SHARP
 GE0600  COUNTRY     -  US
 GE0600  USGS QUAD   -  STUART (2017)
 GE0600
 GE0600                         *CURRENT SURVEY CONTROL
 GE0600  ______________________________________________________________________
 GE0600* NAD 83(1986) POSITION- 36 18 52.     (N) 091 30 05.     (W)   SCALED
 GE0600* NAVD 88 ORTHO HEIGHT -   177.302 (meters)      581.70  (feet) ADJUSTED
 GE0600  ______________________________________________________________________
 GE0600  GEOID HEIGHT    -        -28.403 (meters)                     GEOID18
 GE0600  DYNAMIC HEIGHT  -        177.154 (meters)      581.21  (feet) COMP
 GE0600  MODELED GRAVITY -    979,796.4   (mgal)                       NAVD 88
 GE0600
 GE0600  VERT ORDER      -  SECOND    CLASS 0
 GE0600
 GE0600.The horizontal coordinates were scaled from a map and have
 GE0600.an estimated accuracy of +/- 6 seconds.
 GE0600
 GE0600.The orthometric height was determined by differential leveling and
 GE0600.adjusted by the NATIONAL GEODETIC SURVEY
 GE0600.in June 1991.
 GE0600
 GE0600.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0600.GEOID18 height accuracy estimate available here.
 GE0600
 GE0600.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA345198(NAD 83)
 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
 GE0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0600.See file dsdata.pdf to determine how the superseded data were derived.
 GE0600
 GE0600_MARKER: DB = BENCH MARK DISK
 GE0600_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GE0600_SP_SET: CULVERT HEADWALL
 GE0600_STAMPING: F 166 1955
 GE0600_MARK LOGO: CGS
 GE0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0600+STABILITY: SURFACE MOTION
 GE0600
 GE0600  HISTORY     - Date     Condition        Report By
 GE0600  HISTORY     - 1955     MONUMENTED       CGS
 GE0600
 GE0600                          STATION DESCRIPTION
 GE0600
 GE0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0631 ***********************************************************************
 GE0631  DESIGNATION -  F 167
 GE0631  PID         -  GE0631
 GE0631  STATE/COUNTY-  AR/SHARP
 GE0631  COUNTRY     -  US
 GE0631  USGS QUAD   -  ASH FLAT (2017)
 GE0631
 GE0631                         *CURRENT SURVEY CONTROL
 GE0631  ______________________________________________________________________
 GE0631* NAD 83(1986) POSITION- 36 07 48.48   (N) 091 36 25.22   (W)   HD_HELD1
 GE0631* NAVD 88 ORTHO HEIGHT -   193.198 (meters)      633.85  (feet) ADJUSTED
 GE0631  ______________________________________________________________________
 GE0631  GEOID HEIGHT    -        -28.095 (meters)                     GEOID18
 GE0631  DYNAMIC HEIGHT  -        193.033 (meters)      633.31  (feet) COMP
 GE0631  MODELED GRAVITY -    979,777.5   (mgal)                       NAVD 88
 GE0631
 GE0631  VERT ORDER      -  SECOND    CLASS 0
 GE0631
 GE0631.The horizontal coordinates were determined by differentially corrected
 GE0631.hand held GPS observations or other comparable positioning techniques
 GE0631.and have an estimated accuracy of +/- 3 meters.
 GE0631
 GE0631.The orthometric height was determined by differential leveling and
 GE0631.adjusted by the NATIONAL GEODETIC SURVEY
 GE0631.in June 1991.
 GE0631
 GE0631.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0631.GEOID18 height accuracy estimate available here.
 GE0631
 GE0631.Click photographs - Photos may exist for this station.
 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     -   199,415.4     435,374.8     MT  (+/- 3 meters HH1 GPS) 
 GE0631
 GE0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV2534499280(NAD 83)
 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
 GE0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0631.See file dsdata.pdf to determine how the superseded data were derived.
 GE0631
 GE0631_MARKER: DB = BENCH MARK DISK
 GE0631_SETTING: 66 = SET IN ROCK OUTCROP
 GE0631_STAMPING: F 167 1955
 GE0631_MARK LOGO: CGS
 GE0631_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GE0631+STABILITY: POSITION/ELEVATION WELL
 GE0631_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE0631+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2016
 GE0631
 GE0631  HISTORY     - Date     Condition        Report By
 GE0631  HISTORY     - 1955     MONUMENTED       CGS
 GE0631  HISTORY     - 20160809 GOOD             ARHD
 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.
 GE0631
 GE0631                          STATION RECOVERY (2016)
 GE0631
 GE0631'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (VJB)
 GE0631'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1184 ***********************************************************************
 EH1184  DESIGNATION -  F 168
 EH1184  PID         -  EH1184
 EH1184  STATE/COUNTY-  AR/PRAIRIE
 EH1184  COUNTRY     -  US
 EH1184  USGS QUAD   -  ULM (2017)
 EH1184
 EH1184                         *CURRENT SURVEY CONTROL
 EH1184  ______________________________________________________________________
 EH1184* NAD 83(1986) POSITION- 34 35 00.0    (N) 091 26 56.3    (W)   HD_HELD2
 EH1184* NAVD 88 ORTHO HEIGHT -    63.498 (meters)      208.33  (feet) ADJUSTED
 EH1184  ______________________________________________________________________
 EH1184  GEOID HEIGHT    -        -26.728 (meters)                     GEOID18
 EH1184  DYNAMIC HEIGHT  -         63.438 (meters)      208.13  (feet) COMP
 EH1184  MODELED GRAVITY -    979,682.1   (mgal)                       NAVD 88
 EH1184
 EH1184  VERT ORDER      -  FIRST     CLASS II
 EH1184
 EH1184.The horizontal coordinates were established by autonomous hand held GPS
 EH1184.observations and have an estimated accuracy of +/- 10 meters.
 EH1184
 EH1184.The orthometric height was determined by differential leveling and
 EH1184.adjusted by the NATIONAL GEODETIC SURVEY
 EH1184.in June 1991.
 EH1184
 EH1184.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1184.GEOID18 height accuracy estimate available here.
 EH1184
 EH1184.Click photographs - Photos may exist for this station.
 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     -   612,722.      450,554.      MT  (+/- 10 meters HH2 GPS)
 EH1184
 EH1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU4225327930(NAD 83)
 EH1184
 EH1184                          SUPERSEDED SURVEY CONTROL
 EH1184
 EH1184  NGVD 29 (11/26/84)   63.523  (m)          208.41   (f) ADJUSTED    1 2
 EH1184
 EH1184.Superseded values are not recommended for survey control.
 EH1184
 EH1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1184.See file dsdata.pdf to determine how the superseded data were derived.
 EH1184
 EH1184_MARKER: DB = BENCH MARK DISK
 EH1184_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EH1184_SP_SET: CULVERT HEADWALL
 EH1184_STAMPING: F 168 1955
 EH1184_MARK LOGO: CGS
 EH1184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1184+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1149 ***********************************************************************
 EH1149  DESIGNATION -  F 169
 EH1149  PID         -  EH1149
 EH1149  STATE/COUNTY-  AR/MONROE
 EH1149  COUNTRY     -  US
 EH1149  USGS QUAD   -  BRINKLEY (2017)
 EH1149
 EH1149                         *CURRENT SURVEY CONTROL
 EH1149  ______________________________________________________________________
 EH1149* NAD 83(1986) POSITION- 34 53 09.6    (N) 091 10 32.9    (W)   HD_HELD2
 EH1149* NAVD 88 ORTHO HEIGHT -    57.407 (meters)      188.34  (feet) ADJUSTED
 EH1149  ______________________________________________________________________
 EH1149  GEOID HEIGHT    -        -26.863 (meters)                     GEOID18
 EH1149  DYNAMIC HEIGHT  -         57.354 (meters)      188.17  (feet) COMP
 EH1149  MODELED GRAVITY -    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 established by autonomous hand held GPS
 EH1149.observations and have an estimated accuracy of +/- 10 meters.
 EH1149
 EH1149.The orthometric height was determined by differential leveling and
 EH1149.adjusted by the NATIONAL GEODETIC SURVEY
 EH1149.in June 1991.
 EH1149
 EH1149.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1149.GEOID18 height accuracy estimate available here.
 EH1149
 EH1149.Click photographs - Photos may exist for this station.
 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     -   646,466.      475,345.      MT  (+/- 10 meters HH2 GPS)
 EH1149
 EH1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU6670161919(NAD 83)
 EH1149
 EH1149                          SUPERSEDED SURVEY CONTROL
 EH1149
 EH1149  NGVD 29 (03/18/92)   57.408  (m)          188.35   (f) ADJUSTED    1 2
 EH1149  NGVD 29 (??/??/87)   57.408  (m)          188.35   (f) SUPERSEDED  1 2
 EH1149
 EH1149.Superseded values are not recommended for survey control.
 EH1149
 EH1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1149.See file dsdata.pdf to determine how the superseded data were derived.
 EH1149
 EH1149_MARKER: DB = BENCH MARK DISK
 EH1149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1149_STAMPING: F 169 1955
 EH1149_MARK LOGO: CGS
 EH1149_PROJECTION: FLUSH
 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 SUITABLE FOR
 EH1149+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2016
 EH1149
 EH1149  HISTORY     - Date     Condition        Report By
 EH1149  HISTORY     - 1955     MONUMENTED       CGS
 EH1149  HISTORY     - 19920127 GOOD             NGS
 EH1149  HISTORY     - 20030422 GOOD             USACE
 EH1149  HISTORY     - 20110421 GOOD             ARHD
 EH1149  HISTORY     - 20160816 GOOD             ARHD
 EH1149
 EH1149                          STATION DESCRIPTION
 EH1149
 EH1149'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 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.
 EH1149
 EH1149                          STATION RECOVERY (2011)
 EH1149
 EH1149'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (MCA)
 EH1149'RECOVERED IN GOOD CONDITION.
 EH1149
 EH1149                          STATION RECOVERY (2016)
 EH1149
 EH1149'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (BAB)
 EH1149'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1227 ***********************************************************************
 EH1227  DESIGNATION -  F 170
 EH1227  PID         -  EH1227
 EH1227  STATE/COUNTY-  AR/MONROE
 EH1227  COUNTRY     -  US
 EH1227  USGS QUAD   -  DE VALLS BLUFF SE (2017)
 EH1227
 EH1227                         *CURRENT SURVEY CONTROL
 EH1227  ______________________________________________________________________
 EH1227* NAD 83(1986) POSITION- 34 46 51.     (N) 091 16 09.     (W)   SCALED
 EH1227* NAVD 88 ORTHO HEIGHT -    55.881 (meters)      183.34  (feet) ADJUSTED
 EH1227  ______________________________________________________________________
 EH1227  GEOID HEIGHT    -        -26.846 (meters)                     GEOID18
 EH1227  DYNAMIC HEIGHT  -         55.829 (meters)      183.17  (feet) COMP
 EH1227  MODELED GRAVITY -    979,704.0   (mgal)                       NAVD 88
 EH1227
 EH1227  VERT ORDER      -  FIRST     CLASS II
 EH1227
 EH1227.The horizontal coordinates were scaled from a map and have
 EH1227.an estimated accuracy of +/- 6 seconds.
 EH1227
 EH1227.The orthometric height was determined by differential leveling and
 EH1227.adjusted by the NATIONAL GEODETIC SURVEY
 EH1227.in June 1991.
 EH1227
 EH1227.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1227.GEOID18 height accuracy estimate available here.
 EH1227
 EH1227.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU583501(NAD 83)
 EH1227
 EH1227                          SUPERSEDED SURVEY CONTROL
 EH1227
 EH1227  NGVD 29 (11/26/84)   55.895  (m)          183.38   (f) ADJUSTED    1 2
 EH1227
 EH1227.Superseded values are not recommended for survey control.
 EH1227
 EH1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1227.See file dsdata.pdf to determine how the superseded data were derived.
 EH1227
 EH1227_MARKER: DB = BENCH MARK DISK
 EH1227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1227_STAMPING: F 170 1955
 EH1227_MARK LOGO: CGS
 EH1227_PROJECTION: PROJECTING 10 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1082 ***********************************************************************
 EH1082  DESIGNATION -  F 171
 EH1082  PID         -  EH1082
 EH1082  STATE/COUNTY-  AR/MONROE
 EH1082  COUNTRY     -  US
 EH1082  USGS QUAD   -  PINE CITY (2017)
 EH1082
 EH1082                         *CURRENT SURVEY CONTROL
 EH1082  ______________________________________________________________________
 EH1082* NAD 83(1986) POSITION- 34 34 29.     (N) 091 03 19.     (W)   SCALED
 EH1082* NAVD 88 ORTHO HEIGHT -    53.856 (meters)      176.69  (feet) ADJUSTED
 EH1082  ______________________________________________________________________
 EH1082  GEOID HEIGHT    -        -26.808 (meters)                     GEOID18
 EH1082  DYNAMIC HEIGHT  -         53.804 (meters)      176.52  (feet) COMP
 EH1082  MODELED GRAVITY -    979,683.4   (mgal)                       NAVD 88
 EH1082
 EH1082  VERT ORDER      -  FIRST     CLASS II
 EH1082
 EH1082.The horizontal coordinates were scaled from a map and have
 EH1082.an estimated accuracy of +/- 6 seconds.
 EH1082
 EH1082.The orthometric height was determined by differential leveling and
 EH1082.adjusted by the NATIONAL GEODETIC SURVEY
 EH1082.in June 1991.
 EH1082
 EH1082.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1082.GEOID18 height accuracy estimate available here.
 EH1082
 EH1082.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU783276(NAD 83)
 EH1082
 EH1082                          SUPERSEDED SURVEY CONTROL
 EH1082
 EH1082  NGVD 29 (11/26/84)   53.884  (m)          176.78   (f) ADJUSTED    1 2
 EH1082
 EH1082.Superseded values are not recommended for survey control.
 EH1082
 EH1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1082.See file dsdata.pdf to determine how the superseded data were derived.
 EH1082
 EH1082_MARKER: DB = BENCH MARK DISK
 EH1082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1082_STAMPING: F 171 1956
 EH1082_MARK LOGO: CGS
 EH1082_PROJECTION: PROJECTING 5 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH0872 ***********************************************************************
 EH0872  DESIGNATION -  F 172
 EH0872  PID         -  EH0872
 EH0872  STATE/COUNTY-  AR/LEE
 EH0872  COUNTRY     -  US
 EH0872  USGS QUAD   -  RONDO (2017)
 EH0872
 EH0872                         *CURRENT SURVEY CONTROL
 EH0872  ______________________________________________________________________
 EH0872* NAD 83(1986) POSITION- 34 39 26.     (N) 090 50 18.     (W)   SCALED
 EH0872* NAVD 88 ORTHO HEIGHT -    62.722 (meters)      205.78  (feet) ADJUSTED
 EH0872  ______________________________________________________________________
 EH0872  GEOID HEIGHT    -        -26.872 (meters)                     GEOID18
 EH0872  DYNAMIC HEIGHT  -         62.662 (meters)      205.58  (feet) COMP
 EH0872  MODELED GRAVITY -    979,690.6   (mgal)                       NAVD 88
 EH0872
 EH0872  VERT ORDER      -  FIRST     CLASS II
 EH0872
 EH0872.The horizontal coordinates were scaled from a map and have
 EH0872.an estimated accuracy of +/- 6 seconds.
 EH0872
 EH0872.The orthometric height was determined by differential leveling and
 EH0872.adjusted by the NATIONAL GEODETIC SURVEY
 EH0872.in June 1991.
 EH0872
 EH0872.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0872.GEOID18 height accuracy estimate available here.
 EH0872
 EH0872.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU980371(NAD 83)
 EH0872
 EH0872                          SUPERSEDED SURVEY CONTROL
 EH0872
 EH0872  NGVD 29 (11/26/84)   62.734  (m)          205.82   (f) ADJUSTED    1 2
 EH0872
 EH0872.Superseded values are not recommended for survey control.
 EH0872
 EH0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0872.See file dsdata.pdf to determine how the superseded data were derived.
 EH0872
 EH0872_MARKER: DB = BENCH MARK DISK
 EH0872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0872_STAMPING: F 172 1956
 EH0872_MARK LOGO: CGS
 EH0872_PROJECTION: PROJECTING 8 CENTIMETERS
 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 - June 14, 2022
 EH0872
 EH0872  HISTORY     - Date     Condition        Report By
 EH0872  HISTORY     - 1956     MONUMENTED       CGS
 EH0872  HISTORY     - 20030408 GOOD             USACE
 EH0872  HISTORY     - 20220614 GOOD             ARHD
 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.
 EH0872
 EH0872                          STATION RECOVERY (2022)
 EH0872
 EH0872'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2022 (JH)
 EH0872'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0196 ***********************************************************************
 FF0196  DESIGNATION -  F 173
 FF0196  PID         -  FF0196
 FF0196  STATE/COUNTY-  AR/ST FRANCIS
 FF0196  COUNTRY     -  US
 FF0196  USGS QUAD   -  CHATFIELD (2017)
 FF0196
 FF0196                         *CURRENT SURVEY CONTROL
 FF0196  ______________________________________________________________________
 FF0196* NAD 83(1986) POSITION- 35 04 54.     (N) 090 27 16.     (W)   SCALED
 FF0196* NAVD 88 ORTHO HEIGHT -    62.821 (meters)      206.11  (feet) ADJUSTED
 FF0196  ______________________________________________________________________
 FF0196  GEOID HEIGHT    -        -27.105 (meters)                     GEOID18
 FF0196  DYNAMIC HEIGHT  -         62.765 (meters)      205.92  (feet) COMP
 FF0196  MODELED GRAVITY -    979,734.2   (mgal)                       NAVD 88
 FF0196
 FF0196  VERT ORDER      -  FIRST     CLASS II
 FF0196
 FF0196.The horizontal coordinates were scaled from a map and have
 FF0196.an estimated accuracy of +/- 6 seconds.
 FF0196
 FF0196.The orthometric height was determined by differential leveling and
 FF0196.adjusted by the NATIONAL GEODETIC SURVEY
 FF0196.in June 1991.
 FF0196
 FF0196.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0196.GEOID18 height accuracy estimate available here.
 FF0196
 FF0196.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU320850(NAD 83)
 FF0196
 FF0196                          SUPERSEDED SURVEY CONTROL
 FF0196
 FF0196  NGVD 29 (11/26/84)   62.800  (m)          206.04   (f) ADJUSTED    1 2
 FF0196
 FF0196.Superseded values are not recommended for survey control.
 FF0196
 FF0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0196.See file dsdata.pdf to determine how the superseded data were derived.
 FF0196
 FF0196_MARKER: DB = BENCH MARK DISK
 FF0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0196_STAMPING: F 173 1956
 FF0196_MARK LOGO: CGS
 FF0196_PROJECTION: PROJECTING 5 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0108 ***********************************************************************
 FF0108  DESIGNATION -  F 174
 FF0108  PID         -  FF0108
 FF0108  STATE/COUNTY-  AR/POINSETT
 FF0108  COUNTRY     -  US
 FF0108  USGS QUAD   -  TYRONZA (2017)
 FF0108
 FF0108                         *CURRENT SURVEY CONTROL
 FF0108  ______________________________________________________________________
 FF0108* NAD 83(1986) POSITION- 35 29 24.7    (N) 090 21 28.1    (W)   HD_HELD2
 FF0108* NAVD 88 ORTHO HEIGHT -    68.199 (meters)      223.75  (feet) ADJUSTED
 FF0108  ______________________________________________________________________
 FF0108  GEOID HEIGHT    -        -27.664 (meters)                     GEOID18
 FF0108  DYNAMIC HEIGHT  -         68.139 (meters)      223.55  (feet) COMP
 FF0108  MODELED GRAVITY -    979,755.0   (mgal)                       NAVD 88
 FF0108
 FF0108  VERT ORDER      -  FIRST     CLASS II
 FF0108
 FF0108.The horizontal coordinates were established by autonomous hand held GPS
 FF0108.observations and have an estimated accuracy of +/- 10 meters.
 FF0108
 FF0108.The orthometric height was determined by differential leveling and
 FF0108.adjusted by the NATIONAL GEODETIC SURVEY
 FF0108.in June 1991.
 FF0108
 FF0108.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0108.GEOID18 height accuracy estimate available here.
 FF0108
 FF0108.Click photographs - Photos may exist for this station.
 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     -   129,586.      548,997.      MT  (+/- 10 meters HH2 GPS)
 FF0108
 FF0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV3968530615(NAD 83)
 FF0108
 FF0108                          SUPERSEDED SURVEY CONTROL
 FF0108
 FF0108  NGVD 29 (10/05/93)   68.162  (m)          223.63   (f) ADJUSTED    1 2
 FF0108  NGVD 29 (??/??/87)   68.139  (m)          223.55   (f) SUPERSEDED  1 2
 FF0108
 FF0108.Superseded values are not recommended for survey control.
 FF0108
 FF0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0108.See file dsdata.pdf to determine how the superseded data were derived.
 FF0108
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0517 ***********************************************************************
 FF0517  DESIGNATION -  F 175
 FF0517  PID         -  FF0517
 FF0517  STATE/COUNTY-  AR/ST FRANCIS
 FF0517  COUNTRY     -  US
 FF0517  USGS QUAD   -  FORREST CITY (2017)
 FF0517
 FF0517                         *CURRENT SURVEY CONTROL
 FF0517  ______________________________________________________________________
 FF0517* NAD 83(1986) POSITION- 35 05 43.     (N) 090 49 06.     (W)   SCALED
 FF0517* NAVD 88 ORTHO HEIGHT -    74.435 (meters)      244.21  (feet) ADJUSTED
 FF0517  ______________________________________________________________________
 FF0517  GEOID HEIGHT    -        -27.008 (meters)                     GEOID18
 FF0517  DYNAMIC HEIGHT  -         74.368 (meters)      243.99  (feet) COMP
 FF0517  MODELED GRAVITY -    979,727.5   (mgal)                       NAVD 88
 FF0517
 FF0517  VERT ORDER      -  FIRST     CLASS II
 FF0517
 FF0517.The horizontal coordinates were scaled from a map and have
 FF0517.an estimated accuracy of +/- 6 seconds.
 FF0517
 FF0517.The orthometric height was determined by differential leveling and
 FF0517.adjusted by the NATIONAL GEODETIC SURVEY
 FF0517.in June 1991.
 FF0517
 FF0517.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0517.GEOID18 height accuracy estimate available here.
 FF0517
 FF0517.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU988857(NAD 83)
 FF0517
 FF0517                          SUPERSEDED SURVEY CONTROL
 FF0517
 FF0517  NGVD 29 (11/26/84)   74.410  (m)          244.13   (f) ADJUSTED    1 2
 FF0517
 FF0517.Superseded values are not recommended for survey control.
 FF0517
 FF0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0517.See file dsdata.pdf to determine how the superseded data were derived.
 FF0517
 FF0517_MARKER: DB = BENCH MARK DISK
 FF0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0517_STAMPING: F 175 1956
 FF0517_MARK LOGO: CGS
 FF0517_PROJECTION: PROJECTING 8 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1255 ***********************************************************************
 EH1255  DESIGNATION -  F 176
 EH1255  PID         -  EH1255
 EH1255  STATE/COUNTY-  AR/LEE
 EH1255  COUNTRY     -  US
 EH1255  USGS QUAD   -  GARRETT GROVE (2017)
 EH1255
 EH1255                         *CURRENT SURVEY CONTROL
 EH1255  ______________________________________________________________________
 EH1255* NAD 83(1986) POSITION- 34 51 27.1    (N) 091 01 31.3    (W)   HD_HELD2
 EH1255* NAVD 88 ORTHO HEIGHT -    58.486 (meters)      191.88  (feet) ADJUSTED
 EH1255  ______________________________________________________________________
 EH1255  GEOID HEIGHT    -        -26.788 (meters)                     GEOID18
 EH1255  DYNAMIC HEIGHT  -         58.433 (meters)      191.71  (feet) COMP
 EH1255  MODELED GRAVITY -    979,720.0   (mgal)                       NAVD 88
 EH1255
 EH1255  VERT ORDER      -  FIRST     CLASS II
 EH1255
 EH1255.The horizontal coordinates were established by autonomous hand held GPS
 EH1255.observations and have an estimated accuracy of +/- 10 meters.
 EH1255
 EH1255.The orthometric height was determined by differential leveling and
 EH1255.adjusted by the NATIONAL GEODETIC SURVEY
 EH1255.in June 1991.
 EH1255
 EH1255.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1255.GEOID18 height accuracy estimate available here.
 EH1255
 EH1255.Click photographs - Photos may exist for this station.
 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     -   643,428.      489,128.      MT  (+/- 10 meters HH2 GPS)
 EH1255
 EH1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU8051359021(NAD 83)
 EH1255
 EH1255                          SUPERSEDED SURVEY CONTROL
 EH1255
 EH1255  NGVD 29 (11/26/84)   58.489  (m)          191.89   (f) ADJUSTED    1 2
 EH1255
 EH1255.Superseded values are not recommended for survey control.
 EH1255
 EH1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1255.See file dsdata.pdf to determine how the superseded data were derived.
 EH1255
 EH1255_MARKER: DB = BENCH MARK DISK
 EH1255_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EH1255_SP_SET: CULVERT HEADWALL
 EH1255_STAMPING: F 176 1955
 EH1255_MARK LOGO: CGS
 EH1255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1255+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1288 ***********************************************************************
 FF1288  DESIGNATION -  F 177
 FF1288  PID         -  FF1288
 FF1288  STATE/COUNTY-  AR/WOODRUFF
 FF1288  COUNTRY     -  US
 FF1288  USGS QUAD   -  HUNTER EAST (2017)
 FF1288
 FF1288                         *CURRENT SURVEY CONTROL
 FF1288  ______________________________________________________________________
 FF1288* NAD 83(1986) POSITION- 35 03 08.     (N) 091 07 01.     (W)   SCALED
 FF1288* NAVD 88 ORTHO HEIGHT -    65.307 (meters)      214.26  (feet) ADJUSTED
 FF1288  ______________________________________________________________________
 FF1288  GEOID HEIGHT    -        -27.021 (meters)                     GEOID18
 FF1288  DYNAMIC HEIGHT  -         65.248 (meters)      214.07  (feet) COMP
 FF1288  MODELED GRAVITY -    979,725.4   (mgal)                       NAVD 88
 FF1288
 FF1288  VERT ORDER      -  FIRST     CLASS II
 FF1288
 FF1288.The horizontal coordinates were scaled from a map and have
 FF1288.an estimated accuracy of +/- 6 seconds.
 FF1288
 FF1288.The orthometric height was determined by differential leveling and
 FF1288.adjusted by the NATIONAL GEODETIC SURVEY
 FF1288.in June 1991.
 FF1288
 FF1288.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1288.GEOID18 height accuracy estimate available here.
 FF1288
 FF1288.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU717804(NAD 83)
 FF1288
 FF1288                          SUPERSEDED SURVEY CONTROL
 FF1288
 FF1288  NGVD 29 (11/26/84)   65.290  (m)          214.21   (f) ADJUSTED    1 2
 FF1288
 FF1288.Superseded values are not recommended for survey control.
 FF1288
 FF1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1288.See file dsdata.pdf to determine how the superseded data were derived.
 FF1288
 FF1288_MARKER: DB = BENCH MARK DISK
 FF1288_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF1288_SP_SET: BUILDING
 FF1288_STAMPING: F 177
 FF1288_MARK LOGO: CGS
 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, 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 = MARCH 20, 2026 22:17:28 EDT
 FF1268 ***********************************************************************
 FF1268  DESIGNATION -  F 178
 FF1268  PID         -  FF1268
 FF1268  STATE/COUNTY-  AR/CROSS
 FF1268  COUNTRY     -  US
 FF1268  USGS QUAD   -  FAIR OAKS (2017)
 FF1268
 FF1268                         *CURRENT SURVEY CONTROL
 FF1268  ______________________________________________________________________
 FF1268* NAD 83(1986) POSITION- 35 13 12.     (N) 091 02 10.     (W)   SCALED
 FF1268* NAVD 88 ORTHO HEIGHT -    65.966 (meters)      216.42  (feet) ADJUSTED
 FF1268  ______________________________________________________________________
 FF1268  GEOID HEIGHT    -        -27.222 (meters)                     GEOID18
 FF1268  DYNAMIC HEIGHT  -         65.906 (meters)      216.23  (feet) COMP
 FF1268  MODELED GRAVITY -    979,735.8   (mgal)                       NAVD 88
 FF1268
 FF1268  VERT ORDER      -  FIRST     CLASS II
 FF1268
 FF1268.The horizontal coordinates were scaled from a map and have
 FF1268.an estimated accuracy of +/- 6 seconds.
 FF1268
 FF1268.The orthometric height was determined by differential leveling and
 FF1268.adjusted by the NATIONAL GEODETIC SURVEY
 FF1268.in June 1991.
 FF1268
 FF1268.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1268.GEOID18 height accuracy estimate available here.
 FF1268
 FF1268.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU787992(NAD 83)
 FF1268
 FF1268                          SUPERSEDED SURVEY CONTROL
 FF1268
 FF1268  NGVD 29 (11/26/84)   65.933  (m)          216.32   (f) ADJUSTED    1 2
 FF1268
 FF1268.Superseded values are not recommended for survey control.
 FF1268
 FF1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1268.See file dsdata.pdf to determine how the superseded data were derived.
 FF1268
 FF1268_MARKER: DB = BENCH MARK DISK
 FF1268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1268_STAMPING: F 178 1956
 FF1268_MARK LOGO: CGS
 FF1268_PROJECTION: PROJECTING 15 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0012 ***********************************************************************
 FF0012  DESIGNATION -  F 179
 FF0012  PID         -  FF0012
 FF0012  STATE/COUNTY-  AR/POINSETT
 FF0012  COUNTRY     -  US
 FF0012  USGS QUAD   -  MARKED TREE (2017)
 FF0012
 FF0012                         *CURRENT SURVEY CONTROL
 FF0012  ______________________________________________________________________
 FF0012* NAD 83(1986) POSITION- 35 32 38.     (N) 090 25 42.     (W)   SCALED
 FF0012* NAVD 88 ORTHO HEIGHT -    66.063 (meters)      216.74  (feet) ADJUSTED
 FF0012  ______________________________________________________________________
 FF0012  GEOID HEIGHT    -        -27.718 (meters)                     GEOID18
 FF0012  DYNAMIC HEIGHT  -         66.005 (meters)      216.55  (feet) COMP
 FF0012  MODELED GRAVITY -    979,755.1   (mgal)                       NAVD 88
 FF0012
 FF0012  VERT ORDER      -  FIRST     CLASS II
 FF0012
 FF0012.The horizontal coordinates were scaled from a map and have
 FF0012.an estimated accuracy of +/- 6 seconds.
 FF0012
 FF0012.The orthometric height was determined by differential leveling and
 FF0012.adjusted by the NATIONAL GEODETIC SURVEY
 FF0012.in June 1991.
 FF0012
 FF0012.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0012.GEOID18 height accuracy estimate available here.
 FF0012
 FF0012.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV331364(NAD 83)
 FF0012
 FF0012                          SUPERSEDED SURVEY CONTROL
 FF0012
 FF0012  NGVD 29 (11/26/84)   66.001  (m)          216.54   (f) ADJUSTED    1 2
 FF0012
 FF0012.Superseded values are not recommended for survey control.
 FF0012
 FF0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0012.See file dsdata.pdf to determine how the superseded data were derived.
 FF0012
 FF0012_MARKER: DB = BENCH MARK DISK
 FF0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0012_STAMPING: F 179 1956
 FF0012_MARK LOGO: CGS
 FF0012_PROJECTION: PROJECTING 10 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0023 ***********************************************************************
 FG0023  DESIGNATION -  F 18
 FG0023  PID         -  FG0023
 FG0023  STATE/COUNTY-  AR/STONE
 FG0023  COUNTRY     -  US
 FG0023  USGS QUAD   -  SHIRLEY (2017)
 FG0023
 FG0023                         *CURRENT SURVEY CONTROL
 FG0023  ______________________________________________________________________
 FG0023* NAD 83(1986) POSITION- 35 44 30.     (N) 092 14 59.     (W)   SCALED
 FG0023* NAVD 88 ORTHO HEIGHT -   411.007 (meters)     1348.45  (feet) ADJUSTED
 FG0023  ______________________________________________________________________
 FG0023  GEOID HEIGHT    -        -27.631 (meters)                     GEOID18
 FG0023  DYNAMIC HEIGHT  -        410.632 (meters)     1347.22  (feet) COMP
 FG0023  MODELED GRAVITY -    979,708.1   (mgal)                       NAVD 88
 FG0023
 FG0023  VERT ORDER      -  SECOND    CLASS 0
 FG0023
 FG0023.The horizontal coordinates were scaled from a map and have
 FG0023.an estimated accuracy of +/- 6 seconds.
 FG0023
 FG0023.The orthometric height was determined by differential leveling and
 FG0023.adjusted by the NATIONAL GEODETIC SURVEY
 FG0023.in June 1991.
 FG0023
 FG0023.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0023.GEOID18 height accuracy estimate available here.
 FG0023
 FG0023.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV678555(NAD 83)
 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
 FG0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0023.See file dsdata.pdf to determine how the superseded data were derived.
 FG0023
 FG0023_MARKER: DB = BENCH MARK DISK
 FG0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0023_STAMPING: F 18 1932
 FG0023_MARK LOGO: CGS
 FG0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0023+STABILITY: SURFACE MOTION
 FG0023
 FG0023  HISTORY     - Date     Condition        Report By
 FG0023  HISTORY     - 1932     MONUMENTED       CGS
 FG0023  HISTORY     - 1934     GOOD             CGS
 FG0023  HISTORY     - 20141211 MARK NOT FOUND   ARHD
 FG0023
 FG0023                          STATION DESCRIPTION
 FG0023
 FG0023'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1934
 FG0023'RECOVERED IN GOOD CONDITION.
 FG0023
 FG0023                          STATION RECOVERY (2014)
 FG0023
 FG0023'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (BAB)
 FG0023'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0785 ***********************************************************************
 FF0785  DESIGNATION -  F 180
 FF0785  PID         -  FF0785
 FF0785  STATE/COUNTY-  AR/POINSETT
 FF0785  COUNTRY     -  US
 FF0785  USGS QUAD   -  GREENFIELD (2017)
 FF0785
 FF0785                         *CURRENT SURVEY CONTROL
 FF0785  ______________________________________________________________________
 FF0785* NAD 83(1986) POSITION- 35 38 58.     (N) 090 42 32.     (W)   SCALED
 FF0785* NAVD 88 ORTHO HEIGHT -    75.250 (meters)      246.88  (feet) ADJUSTED
 FF0785  ______________________________________________________________________
 FF0785  GEOID HEIGHT    -        -27.698 (meters)                     GEOID18
 FF0785  DYNAMIC HEIGHT  -         75.185 (meters)      246.67  (feet) COMP
 FF0785  MODELED GRAVITY -    979,764.5   (mgal)                       NAVD 88
 FF0785
 FF0785  VERT ORDER      -  FIRST     CLASS II
 FF0785
 FF0785.The horizontal coordinates were scaled from a map and have
 FF0785.an estimated accuracy of +/- 6 seconds.
 FF0785
 FF0785.The orthometric height was determined by differential leveling and
 FF0785.adjusted by the NATIONAL GEODETIC SURVEY
 FF0785.in June 1991.
 FF0785
 FF0785.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0785.GEOID18 height accuracy estimate available here.
 FF0785
 FF0785.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV074474(NAD 83)
 FF0785
 FF0785                          SUPERSEDED SURVEY CONTROL
 FF0785
 FF0785  NGVD 29 (11/26/84)   75.183  (m)          246.66   (f) ADJUSTED    1 2
 FF0785
 FF0785.Superseded values are not recommended for survey control.
 FF0785
 FF0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0785.See file dsdata.pdf to determine how the superseded data were derived.
 FF0785
 FF0785_MARKER: DB = BENCH MARK DISK
 FF0785_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FF0785_STAMPING: F 180 1956
 FF0785_MARK LOGO: CGS
 FF0785_PROJECTION: FLUSH
 FF0785_MAGNETIC: I = MARKER IS A STEEL ROD
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0654 ***********************************************************************
 FF0654  DESIGNATION -  F 181
 FF0654  PID         -  FF0654
 FF0654  STATE/COUNTY-  AR/CROSS
 FF0654  COUNTRY     -  US
 FF0654  USGS QUAD   -  HICKORY RIDGE (2017)
 FF0654
 FF0654                         *CURRENT SURVEY CONTROL
 FF0654  ______________________________________________________________________
 FF0654* NAD 83(1986) POSITION- 35 25 46.     (N) 090 59 22.     (W)   SCALED
 FF0654* NAVD 88 ORTHO HEIGHT -    69.731 (meters)      228.78  (feet) ADJUSTED
 FF0654  ______________________________________________________________________
 FF0654  GEOID HEIGHT    -        -27.423 (meters)                     GEOID18
 FF0654  DYNAMIC HEIGHT  -         69.670 (meters)      228.58  (feet) COMP
 FF0654  MODELED GRAVITY -    979,753.1   (mgal)                       NAVD 88
 FF0654
 FF0654  VERT ORDER      -  FIRST     CLASS II
 FF0654
 FF0654.The horizontal coordinates were scaled from a map and have
 FF0654.an estimated accuracy of +/- 6 seconds.
 FF0654
 FF0654.The orthometric height was determined by differential leveling and
 FF0654.adjusted by the NATIONAL GEODETIC SURVEY
 FF0654.in June 1991.
 FF0654
 FF0654.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0654.GEOID18 height accuracy estimate available here.
 FF0654
 FF0654.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV825225(NAD 83)
 FF0654
 FF0654                          SUPERSEDED SURVEY CONTROL
 FF0654
 FF0654  NGVD 29 (11/26/84)   69.684  (m)          228.62   (f) ADJUSTED    1 2
 FF0654
 FF0654.Superseded values are not recommended for survey control.
 FF0654
 FF0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0654.See file dsdata.pdf to determine how the superseded data were derived.
 FF0654
 FF0654_MARKER: DB = BENCH MARK DISK
 FF0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0654_STAMPING: F 181 1956
 FF0654_MARK LOGO: CGS
 FF0654_PROJECTION: PROJECTING 8 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0675 ***********************************************************************
 FF0675  DESIGNATION -  F 182
 FF0675  PID         -  FF0675
 FF0675  STATE/COUNTY-  AR/POINSETT
 FF0675  COUNTRY     -  US
 FF0675  USGS QUAD   -  CHERRY VALLEY EAST (2017)
 FF0675
 FF0675                         *CURRENT SURVEY CONTROL
 FF0675  ______________________________________________________________________
 FF0675* NAD 83(1986) POSITION- 35 27 03.6    (N) 090 44 31.4    (W)   HD_HELD2
 FF0675* NAVD 88 ORTHO HEIGHT -    81.945 (meters)      268.85  (feet) ADJUSTED
 FF0675  ______________________________________________________________________
 FF0675  GEOID HEIGHT    -        -27.481 (meters)                     GEOID18
 FF0675  DYNAMIC HEIGHT  -         81.872 (meters)      268.61  (feet) COMP
 FF0675  MODELED GRAVITY -    979,742.3   (mgal)                       NAVD 88
 FF0675
 FF0675  VERT ORDER      -  FIRST     CLASS II
 FF0675
 FF0675.The horizontal coordinates were established by autonomous hand held GPS
 FF0675.observations and have an estimated accuracy of +/- 10 meters.
 FF0675
 FF0675.The orthometric height was determined by differential leveling and
 FF0675.adjusted by the NATIONAL GEODETIC SURVEY
 FF0675.in June 1991.
 FF0675
 FF0675.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0675.GEOID18 height accuracy estimate available here.
 FF0675
 FF0675.Click photographs - Photos may exist for this station.
 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     -   124,725.      514,192.      MT  (+/- 10 meters HH2 GPS)
 FF0675
 FF0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV0492125401(NAD 83)
 FF0675
 FF0675                          SUPERSEDED SURVEY CONTROL
 FF0675
 FF0675  NGVD 29 (11/26/84)   81.894  (m)          268.68   (f) ADJUSTED    1 2
 FF0675
 FF0675.Superseded values are not recommended for survey control.
 FF0675
 FF0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0675.See file dsdata.pdf to determine how the superseded data were derived.
 FF0675
 FF0675_MARKER: DB = BENCH MARK DISK
 FF0675_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FF0675_SP_SET: BOX CULVERT
 FF0675_STAMPING: F 182 1956
 FF0675_MARK LOGO: CGS
 FF0675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0675+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0911 ***********************************************************************
 FF0911  DESIGNATION -  F 183
 FF0911  PID         -  FF0911
 FF0911  STATE/COUNTY-  AR/POINSETT
 FF0911  COUNTRY     -  US
 FF0911  USGS QUAD   -  WEINER (2017)
 FF0911
 FF0911                         *CURRENT SURVEY CONTROL
 FF0911  ______________________________________________________________________
 FF0911* NAD 83(1986) POSITION- 35 33 55.3    (N) 090 52 32.0    (W)   HD_HELD2
 FF0911* NAVD 88 ORTHO HEIGHT -    73.446 (meters)      240.96  (feet) ADJUSTED
 FF0911  ______________________________________________________________________
 FF0911  GEOID HEIGHT    -        -27.568 (meters)                     GEOID18
 FF0911  DYNAMIC HEIGHT  -         73.382 (meters)      240.75  (feet) COMP
 FF0911  MODELED GRAVITY -    979,763.5   (mgal)                       NAVD 88
 FF0911
 FF0911  VERT ORDER      -  FIRST     CLASS II
 FF0911
 FF0911.The horizontal coordinates were established by autonomous hand held GPS
 FF0911.observations and have an estimated accuracy of +/- 10 meters.
 FF0911
 FF0911.The orthometric height was determined by differential leveling and
 FF0911.adjusted by the NATIONAL GEODETIC SURVEY
 FF0911.in June 1991.
 FF0911
 FF0911.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0911.GEOID18 height accuracy estimate available here.
 FF0911
 FF0911.Click photographs - Photos may exist for this station.
 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     -   137,265.      501,929.      MT  (+/- 10 meters HH2 GPS)
 FF0911
 FF0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV9253037819(NAD 83)
 FF0911
 FF0911                          SUPERSEDED SURVEY CONTROL
 FF0911
 FF0911  NGVD 29 (11/26/84)   73.389  (m)          240.78   (f) ADJUSTED    1 2
 FF0911
 FF0911.Superseded values are not recommended for survey control.
 FF0911
 FF0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0911.See file dsdata.pdf to determine how the superseded data were derived.
 FF0911
 FF0911_MARKER: DB = BENCH MARK DISK
 FF0911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0911_STAMPING: F 183 1956
 FF0911_MARK LOGO: CGS
 FF0911_PROJECTION: PROJECTING 5 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0101 ***********************************************************************
 FF0101  DESIGNATION -  F 184
 FF0101  PID         -  FF0101
 FF0101  STATE/COUNTY-  AR/CRAIGHEAD
 FF0101  COUNTRY     -  US
 FF0101  USGS QUAD   -  LAKE CITY (2017)
 FF0101
 FF0101                         *CURRENT SURVEY CONTROL
 FF0101  ______________________________________________________________________
 FF0101* NAD 83(1986) POSITION- 35 49 04.64   (N) 090 26 01.99   (W)   HD_HELD1
 FF0101* NAVD 88 ORTHO HEIGHT -    70.242 (meters)      230.45  (feet) POSTED
 FF0101  ______________________________________________________________________
 FF0101  GEOID HEIGHT    -        -28.000 (meters)                     GEOID18
 FF0101  DYNAMIC HEIGHT  -         70.18  (meters)      230.2   (feet) COMP
 FF0101  MODELED GRAVITY -    979,779.4   (mgal)                       NAVD 88
 FF0101
 FF0101  VERT ORDER      -  * POSTED, SEE BELOW
 FF0101
 FF0101.The horizontal coordinates were determined by differentially corrected
 FF0101.hand held GPS observations or other comparable positioning techniques
 FF0101.and have an estimated accuracy of +/- 3 meters.
 FF0101
 FF0101.The orthometric height was determined by differential leveling
 FF0101.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 FF0101
 FF0101.* This is a POSTED BENCH MARK height.
 FF0101
 FF0101.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0101.GEOID18 height accuracy estimate available here.
 FF0101
 FF0101.Click photographs - Photos may exist for this station.
 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     -   165,832.9     541,516.6     MT  (+/- 3 meters HH1 GPS) 
 FF0101
 FF0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV3183266796(NAD 83)
 FF0101
 FF0101                          SUPERSEDED SURVEY CONTROL
 FF0101
 FF0101  NGVD 29 (11/26/84)   70.192  (m)          230.29   (f) ADJUSTED    1 2
 FF0101
 FF0101.Superseded values are not recommended for survey control.
 FF0101
 FF0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0101.See file dsdata.pdf to determine how the superseded data were derived.
 FF0101
 FF0101_MARKER: DB = BENCH MARK DISK
 FF0101_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF0101_SP_SET: TOWER BASE
 FF0101_STAMPING: F 184 1956
 FF0101_MARK LOGO: CGS
 FF0101_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0101_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0101+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2013
 FF0101
 FF0101  HISTORY     - Date     Condition        Report By
 FF0101  HISTORY     - 1956     MONUMENTED       CGS
 FF0101  HISTORY     - 20020731 GOOD             USACE
 FF0101  HISTORY     - 20130513 GOOD             INDIV
 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.
 FF0101
 FF0101                          STATION RECOVERY (2013)
 FF0101
 FF0101'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013
 FF0101'CARSONITE WITNESS POST BEARS WEST 3.00 FEET-MCNEESE LAND SURVEYING
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0077 ***********************************************************************
 FF0077  DESIGNATION -  F 186
 FF0077  PID         -  FF0077
 FF0077  STATE/COUNTY-  AR/CRAIGHEAD
 FF0077  COUNTRY     -  US
 FF0077  USGS QUAD   -  LEACHVILLE (2017)
 FF0077
 FF0077                         *CURRENT SURVEY CONTROL
 FF0077  ______________________________________________________________________
 FF0077* NAD 83(1986) POSITION- 35 55 20.     (N) 090 17 33.     (W)   SCALED
 FF0077* NAVD 88 ORTHO HEIGHT -    72.035 (meters)      236.33  (feet) POSTED
 FF0077  ______________________________________________________________________
 FF0077  GEOID HEIGHT    -        -28.161 (meters)                     GEOID18
 FF0077  DYNAMIC HEIGHT  -         71.97  (meters)      236.1   (feet) COMP
 FF0077  MODELED GRAVITY -    979,783.9   (mgal)                       NAVD 88
 FF0077
 FF0077  VERT ORDER      -  * POSTED, SEE BELOW
 FF0077
 FF0077.The horizontal coordinates were scaled from a 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
 FF0077.* This is a POSTED BENCH MARK height.
 FF0077
 FF0077.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0077.GEOID18 height accuracy estimate available here.
 FF0077
 FF0077.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV442787(NAD 83)
 FF0077
 FF0077                          SUPERSEDED SURVEY CONTROL
 FF0077
 FF0077  NGVD 29 (11/26/84)   72.016  (m)          236.27   (f) ADJUSTED    1 2
 FF0077
 FF0077.Superseded values are not recommended for survey control.
 FF0077
 FF0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0077.See file dsdata.pdf to determine how the superseded data were derived.
 FF0077
 FF0077_MARKER: DB = BENCH MARK DISK
 FF0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0077_STAMPING: F 186 1956
 FF0077_MARK LOGO: CGS
 FF0077_PROJECTION: PROJECTING 3 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0111 ***********************************************************************
 GE0111  DESIGNATION -  F 187
 GE0111  PID         -  GE0111
 GE0111  STATE/COUNTY-  AR/GREENE
 GE0111  COUNTRY     -  US
 GE0111  USGS QUAD   -  MARMADUKE (2017)
 GE0111
 GE0111                         *CURRENT SURVEY CONTROL
 GE0111  ______________________________________________________________________
 GE0111* NAD 83(1986) POSITION- 36 07 54.     (N) 090 25 29.     (W)   SCALED
 GE0111* NAVD 88 ORTHO HEIGHT -    82.506 (meters)      270.69  (feet) ADJUSTED
 GE0111  ______________________________________________________________________
 GE0111  GEOID HEIGHT    -        -28.288 (meters)                     GEOID18
 GE0111  DYNAMIC HEIGHT  -         82.438 (meters)      270.47  (feet) COMP
 GE0111  MODELED GRAVITY -    979,809.2   (mgal)                       NAVD 88
 GE0111
 GE0111  VERT ORDER      -  FIRST     CLASS II
 GE0111
 GE0111.The horizontal coordinates were scaled from a map and have
 GE0111.an estimated accuracy of +/- 6 seconds.
 GE0111
 GE0111.The orthometric height was determined by differential leveling and
 GE0111.adjusted by the NATIONAL GEODETIC SURVEY
 GE0111.in June 1991.
 GE0111
 GE0111.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0111.GEOID18 height accuracy estimate available here.
 GE0111
 GE0111.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA317016(NAD 83)
 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
 GE0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0111.See file dsdata.pdf to determine how the superseded data were derived.
 GE0111
 GE0111_MARKER: DB = BENCH MARK DISK
 GE0111_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GE0111_STAMPING: F 187 1956
 GE0111_MARK LOGO: CGS
 GE0111_PROJECTION: FLUSH
 GE0111_MAGNETIC: I = MARKER IS A STEEL ROD
 GE0111_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE0111_ROD/PIPE-DEPTH: 14.6 meters
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0074 ***********************************************************************
 GE0074  DESIGNATION -  F 188
 GE0074  PID         -  GE0074
 GE0074  STATE/COUNTY-  AR/CLAY
 GE0074  COUNTRY     -  US
 GE0074  USGS QUAD   -  PIGGOTT (2017)
 GE0074
 GE0074                         *CURRENT SURVEY CONTROL
 GE0074  ______________________________________________________________________
 GE0074* NAD 83(1986) POSITION- 36 22 34.     (N) 090 11 37.     (W)   SCALED
 GE0074* NAVD 88 ORTHO HEIGHT -    90.464 (meters)      296.80  (feet) ADJUSTED
 GE0074  ______________________________________________________________________
 GE0074  GEOID HEIGHT    -        -28.616 (meters)                     GEOID18
 GE0074  DYNAMIC HEIGHT  -         90.389 (meters)      296.55  (feet) COMP
 GE0074  MODELED GRAVITY -    979,809.8   (mgal)                       NAVD 88
 GE0074
 GE0074  VERT ORDER      -  FIRST     CLASS II
 GE0074
 GE0074.The horizontal coordinates were scaled from a map and have
 GE0074.an estimated accuracy of +/- 6 seconds.
 GE0074
 GE0074.The orthometric height was determined by differential leveling and
 GE0074.adjusted by the NATIONAL GEODETIC SURVEY
 GE0074.in June 1991.
 GE0074
 GE0074.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0074.GEOID18 height accuracy estimate available here.
 GE0074
 GE0074.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA517293(NAD 83)
 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
 GE0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0074.See file dsdata.pdf to determine how the superseded data were derived.
 GE0074
 GE0074_MARKER: DB = BENCH MARK DISK
 GE0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0074_STAMPING: F 188 1956
 GE0074_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FE1833 ***********************************************************************
 FE1833  DESIGNATION -  F 189
 FE1833  PID         -  FE1833
 FE1833  STATE/COUNTY-  AR/MISSISSIPPI
 FE1833  COUNTRY     -  US
 FE1833  USGS QUAD   -  BLYTHEVILLE (2017)
 FE1833
 FE1833                         *CURRENT SURVEY CONTROL
 FE1833  ______________________________________________________________________
 FE1833* NAD 83(1986) POSITION- 35 55 19.     (N) 089 54 22.     (W)   SCALED
 FE1833* NAVD 88 ORTHO HEIGHT -    78.451 (meters)      257.38  (feet) ADJUSTED
 FE1833  ______________________________________________________________________
 FE1833  GEOID HEIGHT    -        -28.095 (meters)                     GEOID18
 FE1833  DYNAMIC HEIGHT  -         78.385 (meters)      257.17  (feet) COMP
 FE1833  MODELED GRAVITY -    979,790.8   (mgal)                       NAVD 88
 FE1833
 FE1833  VERT ORDER      -  FIRST     CLASS II
 FE1833
 FE1833.The horizontal coordinates were scaled from a map and have
 FE1833.an estimated accuracy of +/- 6 seconds.
 FE1833
 FE1833.The orthometric height was determined by differential leveling and
 FE1833.adjusted by the NATIONAL GEODETIC SURVEY
 FE1833.in June 1991.
 FE1833
 FE1833.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE1833.GEOID18 height accuracy estimate available here.
 FE1833
 FE1833.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE377791(NAD 83)
 FE1833
 FE1833                          SUPERSEDED SURVEY CONTROL
 FE1833
 FE1833  NGVD 29 (11/26/84)   78.400  (m)          257.22   (f) ADJUSTED    1 2
 FE1833
 FE1833.Superseded values are not recommended for survey control.
 FE1833
 FE1833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1833.See file dsdata.pdf to determine how the superseded data were derived.
 FE1833
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0152 ***********************************************************************
 GE0152  DESIGNATION -  F 190
 GE0152  PID         -  GE0152
 GE0152  STATE/COUNTY-  AR/CLAY
 GE0152  COUNTRY     -  US
 GE0152  USGS QUAD   -  MCDOUGAL (2017)
 GE0152
 GE0152                         *CURRENT SURVEY CONTROL
 GE0152  ______________________________________________________________________
 GE0152* NAD 83(1986) POSITION- 36 24 57.6    (N) 090 28 33.4    (W)   HD_HELD2
 GE0152* NAVD 88 ORTHO HEIGHT -    89.162 (meters)      292.53  (feet) ADJUSTED
 GE0152  ______________________________________________________________________
 GE0152  GEOID HEIGHT    -        -28.685 (meters)                     GEOID18
 GE0152  DYNAMIC HEIGHT  -         89.090 (meters)      292.29  (feet) COMP
 GE0152  MODELED GRAVITY -    979,824.7   (mgal)                       NAVD 88
 GE0152
 GE0152  VERT ORDER      -  FIRST     CLASS II
 GE0152
 GE0152.The horizontal coordinates were established by autonomous hand held GPS
 GE0152.observations and have an estimated accuracy of +/- 10 meters.
 GE0152
 GE0152.The orthometric height was determined by differential leveling and
 GE0152.adjusted by the NATIONAL GEODETIC SURVEY
 GE0152.in June 1991.
 GE0152
 GE0152.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0152.GEOID18 height accuracy estimate available here.
 GE0152
 GE0152.Click photographs - Photos may exist for this station.
 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     -   232,124.      536,689.      MT  (+/- 10 meters HH2 GPS)
 GE0152
 GE0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA2630833050(NAD 83)
 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
 GE0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0152.See file dsdata.pdf to determine how the superseded data were derived.
 GE0152
 GE0152_MARKER: DB = BENCH MARK DISK
 GE0152_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 GE0152_SP_SET: CURBING
 GE0152_STAMPING: F 190 1956
 GE0152_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1114 ***********************************************************************
 EJ1114  DESIGNATION -  F 192 X
 EJ1114  PID         -  EJ1114
 EJ1114  STATE/COUNTY-  AR/CLARK
 EJ1114  COUNTRY     -  US
 EJ1114  USGS QUAD   -  ARKADELPHIA (2017)
 EJ1114
 EJ1114                         *CURRENT SURVEY CONTROL
 EJ1114  ______________________________________________________________________
 EJ1114* NAD 83(1986) POSITION- 34 02 29.7    (N) 093 05 04.7    (W)   HD_HELD2
 EJ1114* NAVD 88 ORTHO HEIGHT -    64.366 (meters)      211.17  (feet) ADJUSTED
 EJ1114  ______________________________________________________________________
 EJ1114  GEOID HEIGHT    -        -26.774 (meters)                     GEOID18
 EJ1114  DYNAMIC HEIGHT  -         64.301 (meters)      210.96  (feet) COMP
 EJ1114  MODELED GRAVITY -    979,634.4   (mgal)                       NAVD 88
 EJ1114
 EJ1114  VERT ORDER      -  FIRST     CLASS II
 EJ1114
 EJ1114.The horizontal coordinates were established by autonomous hand held GPS
 EJ1114.observations and have an estimated accuracy of +/- 10 meters.
 EJ1114
 EJ1114.The orthometric height was determined by differential leveling and
 EJ1114.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1114.in June 1991.
 EJ1114
 EJ1114.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1114.GEOID18 height accuracy estimate available here.
 EJ1114
 EJ1114.Click photographs - Photos may exist for this station.
 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     -   553,025.      299,855.      MT  (+/- 10 meters HH2 GPS)
 EJ1114
 EJ1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT9218766769(NAD 83)
 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
 EJ1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1114.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1114
 EJ1114_MARKER: DB = BENCH MARK DISK
 EJ1114_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EJ1114_SP_SET: CULVERT HEADWALL
 EJ1114_STAMPING: F 192 X 1959
 EJ1114_MARK LOGO: CGS
 EJ1114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1114+STABILITY: SURFACE MOTION
 EJ1114_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EJ1114+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2018
 EJ1114
 EJ1114  HISTORY     - Date     Condition        Report By
 EJ1114  HISTORY     - 1959     MONUMENTED       CGS
 EJ1114  HISTORY     - 1960     GOOD             CGS
 EJ1114  HISTORY     - 20160120 GOOD             ARHD
 EJ1114  HISTORY     - 20181105 GOOD             ARHD
 EJ1114
 EJ1114                          STATION DESCRIPTION
 EJ1114
 EJ1114'DESCRIBED BY COAST AND 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.
 EJ1114
 EJ1114                          STATION RECOVERY (2016)
 EJ1114
 EJ1114'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (BAB)
 EJ1114'RECOVERED IN GOOD CONDITION.
 EJ1114
 EJ1114                          STATION RECOVERY (2018)
 EJ1114
 EJ1114'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (JDH)
 EJ1114'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0313 ***********************************************************************
 DL0313  DESIGNATION -  F 193 X
 DL0313  PID         -  DL0313
 DL0313  STATE/COUNTY-  AR/OUACHITA
 DL0313  COUNTRY     -  US
 DL0313  USGS QUAD   -  CAMDEN (2017)
 DL0313
 DL0313                         *CURRENT SURVEY CONTROL
 DL0313  ______________________________________________________________________
 DL0313* NAD 83(1986) POSITION- 33 35 47.     (N) 092 51 08.     (W)   SCALED
 DL0313* NAVD 88 ORTHO HEIGHT -    44.426 (meters)      145.75  (feet) ADJUSTED
 DL0313  ______________________________________________________________________
 DL0313  GEOID HEIGHT    -        -26.306 (meters)                     GEOID18
 DL0313  DYNAMIC HEIGHT  -         44.380 (meters)      145.60  (feet) COMP
 DL0313  MODELED GRAVITY -    979,605.2   (mgal)                       NAVD 88
 DL0313
 DL0313  VERT ORDER      -  FIRST     CLASS II
 DL0313
 DL0313.The horizontal coordinates were scaled from a map and have
 DL0313.an estimated accuracy of +/- 6 seconds.
 DL0313
 DL0313.The orthometric height was determined by differential leveling and
 DL0313.adjusted by the NATIONAL GEODETIC SURVEY
 DL0313.in June 1991.
 DL0313
 DL0313.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0313.GEOID18 height accuracy estimate available here.
 DL0313
 DL0313.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT137174(NAD 83)
 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
 DL0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0313.See file dsdata.pdf to determine how the superseded data were derived.
 DL0313
 DL0313_MARKER: DB = BENCH MARK DISK
 DL0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0313_STAMPING: F 193 X 1959
 DL0313_MARK LOGO: CGS
 DL0313_PROJECTION: PROJECTING 15 CENTIMETERS
 DL0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0313+STABILITY: SURFACE MOTION
 DL0313_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL0313+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2009
 DL0313
 DL0313  HISTORY     - Date     Condition        Report By
 DL0313  HISTORY     - 1959     MONUMENTED       CGS
 DL0313  HISTORY     - 1960     GOOD             CGS
 DL0313  HISTORY     - 1964     GOOD             CGS
 DL0313  HISTORY     - 20090610 GOOD             ARHD
 DL0313  HISTORY     - 20130709 POOR             ARHD
 DL0313
 DL0313                          STATION DESCRIPTION
 DL0313
 DL0313'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1964
 DL0313'RECOVERED IN GOOD CONDITION.
 DL0313
 DL0313                          STATION RECOVERY (2009)
 DL0313
 DL0313'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2009 (DA)
 DL0313'RAILROAD TRACKS REMOVED
 DL0313'81' NW OF FIRE HYDRANT
 DL0313'32' SW 2SIDE BY SIDE POWER POLE
 DL0313'56.7' S OF C/L RD
 DL0313'66' SE OF S END OF CU UNDER MAUL RD
 DL0313
 DL0313                          STATION RECOVERY (2013)
 DL0313
 DL0313'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (KBC)
 DL0313'CONCRETE WAS CHIPPED OFF ON ONE SIDE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0409 ***********************************************************************
 DL0409  DESIGNATION -  F 196
 DL0409  PID         -  DL0409
 DL0409  STATE/COUNTY-  AR/OUACHITA
 DL0409  COUNTRY     -  US
 DL0409  USGS QUAD   -  CHIDESTER (2017)
 DL0409
 DL0409                         *CURRENT SURVEY CONTROL
 DL0409  ______________________________________________________________________
 DL0409* NAD 83(1986) POSITION- 33 43 38.     (N) 093 03 38.     (W)   SCALED
 DL0409* NAVD 88 ORTHO HEIGHT -    58.420 (meters)      191.67  (feet) ADJUSTED
 DL0409  ______________________________________________________________________
 DL0409  GEOID HEIGHT    -        -26.494 (meters)                     GEOID18
 DL0409  DYNAMIC HEIGHT  -         58.360 (meters)      191.47  (feet) COMP
 DL0409  MODELED GRAVITY -    979,611.6   (mgal)                       NAVD 88
 DL0409
 DL0409  VERT ORDER      -  FIRST     CLASS II
 DL0409
 DL0409.The horizontal coordinates were scaled from a map and have
 DL0409.an estimated accuracy of +/- 6 seconds.
 DL0409
 DL0409.The orthometric height was determined by differential leveling and
 DL0409.adjusted by the NATIONAL GEODETIC SURVEY
 DL0409.in June 1991.
 DL0409
 DL0409.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0409.GEOID18 height accuracy estimate available here.
 DL0409
 DL0409.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT943319(NAD 83)
 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
 DL0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0409.See file dsdata.pdf to determine how the superseded data were derived.
 DL0409
 DL0409_MARKER: DB = BENCH MARK DISK
 DL0409_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0409_STAMPING: F 196 1960
 DL0409_MARK LOGO: CGS
 DL0409_MAGNETIC: P = MARKER IS A STEEL PIPE
 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             CGS
 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 COAST AND GEODETIC SURVEY 1964
 DL0409'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0336 ***********************************************************************
 DL0336  DESIGNATION -  F 197
 DL0336  PID         -  DL0336
 DL0336  STATE/COUNTY-  AR/OUACHITA
 DL0336  COUNTRY     -  US
 DL0336  USGS QUAD   -  CAMDEN (2017)
 DL0336
 DL0336                         *CURRENT SURVEY CONTROL
 DL0336  ______________________________________________________________________
 DL0336* NAD 83(1986) POSITION- 33 32 08.     (N) 092 52 10.     (W)   SCALED
 DL0336* NAVD 88 ORTHO HEIGHT -    50.543 (meters)      165.82  (feet) ADJUSTED
 DL0336  ______________________________________________________________________
 DL0336  GEOID HEIGHT    -        -26.306 (meters)                     GEOID18
 DL0336  DYNAMIC HEIGHT  -         50.490 (meters)      165.65  (feet) COMP
 DL0336  MODELED GRAVITY -    979,596.4   (mgal)                       NAVD 88
 DL0336
 DL0336  VERT ORDER      -  FIRST     CLASS II
 DL0336
 DL0336.The horizontal coordinates were scaled from a map and have
 DL0336.an estimated accuracy of +/- 6 seconds.
 DL0336
 DL0336.The orthometric height was determined by differential leveling and
 DL0336.adjusted by the NATIONAL GEODETIC SURVEY
 DL0336.in June 1991.
 DL0336
 DL0336.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0336.GEOID18 height accuracy estimate available here.
 DL0336
 DL0336.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT121106(NAD 83)
 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
 DL0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0336.See file dsdata.pdf to determine how the superseded data were derived.
 DL0336
 DL0336_MARKER: DB = BENCH MARK DISK
 DL0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0336_STAMPING: F 197 1960
 DL0336_MARK LOGO: CGS
 DL0336_PROJECTION: PROJECTING 18 CENTIMETERS
 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             CGS
 DL0336  HISTORY     - 20080501 POOR             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 COAST AND GEODETIC SURVEY 1964
 DL0336'RECOVERED IN GOOD CONDITION.
 DL0336
 DL0336                          STATION RECOVERY (2008)
 DL0336
 DL0336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2008 (JBW)
 DL0336'DESTROYED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0213 ***********************************************************************
 DL0213  DESIGNATION -  F 198
 DL0213  PID         -  DL0213
 DL0213  STATE/COUNTY-  AR/OUACHITA
 DL0213  COUNTRY     -  US
 DL0213  USGS QUAD   -  SNOW HILL (2017)
 DL0213
 DL0213                         *CURRENT SURVEY CONTROL
 DL0213  ______________________________________________________________________
 DL0213* NAD 83(1986) POSITION- 33 23 21.     (N) 092 38 11.     (W)   SCALED
 DL0213* NAVD 88 ORTHO HEIGHT -    52.507 (meters)      172.27  (feet) ADJUSTED
 DL0213  ______________________________________________________________________
 DL0213  GEOID HEIGHT    -        -26.269 (meters)                     GEOID18
 DL0213  DYNAMIC HEIGHT  -         52.452 (meters)      172.09  (feet) COMP
 DL0213  MODELED GRAVITY -    979,588.4   (mgal)                       NAVD 88
 DL0213
 DL0213  VERT ORDER      -  FIRST     CLASS II
 DL0213
 DL0213.The horizontal coordinates were scaled from a map and have
 DL0213.an estimated accuracy of +/- 6 seconds.
 DL0213
 DL0213.The orthometric height was determined by differential leveling and
 DL0213.adjusted by the NATIONAL GEODETIC SURVEY
 DL0213.in June 1991.
 DL0213
 DL0213.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0213.GEOID18 height accuracy estimate available here.
 DL0213
 DL0213.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS338944(NAD 83)
 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
 DL0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0213.See file dsdata.pdf to determine how the superseded data were derived.
 DL0213
 DL0213_MARKER: DB = BENCH MARK DISK
 DL0213_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL0213_STAMPING: F 198 1960
 DL0213_MARK LOGO: CGS
 DL0213_MAGNETIC: I = MARKER IS A STEEL ROD
 DL0213_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0213_ROD/PIPE-DEPTH: 14.2 meters
 DL0213
 DL0213  HISTORY     - Date     Condition        Report By
 DL0213  HISTORY     - 1960     MONUMENTED       CGS
 DL0213  HISTORY     - 1964     GOOD             CGS
 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 COAST AND GEODETIC SURVEY 1964
 DL0213'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0794 ***********************************************************************
 DL0794  DESIGNATION -  F 199
 DL0794  PID         -  DL0794
 DL0794  STATE/COUNTY-  AR/LAFAYETTE
 DL0794  COUNTRY     -  US
 DL0794  USGS QUAD   -  BRADLEY (2017)
 DL0794
 DL0794                         *CURRENT SURVEY CONTROL
 DL0794  ______________________________________________________________________
 DL0794* NAD 83(1986) POSITION- 33 02 55.     (N) 093 40 01.     (W)   SCALED
 DL0794* NAVD 88 ORTHO HEIGHT -    75.714 (meters)      248.41  (feet) ADJUSTED
 DL0794  ______________________________________________________________________
 DL0794  GEOID HEIGHT    -        -26.409 (meters)                     GEOID18
 DL0794  DYNAMIC HEIGHT  -         75.631 (meters)      248.13  (feet) COMP
 DL0794  MODELED GRAVITY -    979,546.8   (mgal)                       NAVD 88
 DL0794
 DL0794  VERT ORDER      -  FIRST     CLASS II
 DL0794
 DL0794.The horizontal coordinates were scaled from a map and have
 DL0794.an estimated accuracy of +/- 6 seconds.
 DL0794
 DL0794.The orthometric height was determined by differential leveling and
 DL0794.adjusted by the NATIONAL GEODETIC SURVEY
 DL0794.in June 1991.
 DL0794
 DL0794.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0794.GEOID18 height accuracy estimate available here.
 DL0794
 DL0794.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS377568(NAD 83)
 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
 DL0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0794.See file dsdata.pdf to determine how the superseded data were derived.
 DL0794
 DL0794_MARKER: DB = BENCH MARK DISK
 DL0794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0794_STAMPING: F 199 1960
 DL0794_MARK LOGO: CGS
 DL0794_PROJECTION: PROJECTING 10 CENTIMETERS
 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             CGS
 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 COAST AND GEODETIC SURVEY 1963
 DL0794'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FH0119 ***********************************************************************
 FH0119  DESIGNATION -  F 20
 FH0119  PID         -  FH0119
 FH0119  STATE/COUNTY-  AR/SEBASTIAN
 FH0119  COUNTRY     -  US
 FH0119  USGS QUAD   -  BARLING (2017)
 FH0119
 FH0119                         *CURRENT SURVEY CONTROL
 FH0119  ______________________________________________________________________
 FH0119* NAD 83(1986) POSITION- 35 16 51.     (N) 094 21 09.     (W)   SCALED
 FH0119* NAVD 88 ORTHO HEIGHT -   170.209 (meters)      558.43  (feet) ADJUSTED
 FH0119  ______________________________________________________________________
 FH0119  GEOID HEIGHT    -        -30.399 (meters)                     GEOID18
 FH0119  DYNAMIC HEIGHT  -        170.047 (meters)      557.90  (feet) COMP
 FH0119  MODELED GRAVITY -    979,674.6   (mgal)                       NAVD 88
 FH0119
 FH0119  VERT ORDER      -  FIRST     CLASS II
 FH0119
 FH0119.The horizontal coordinates were scaled from a map and have
 FH0119.an estimated accuracy of +/- 6 seconds.
 FH0119
 FH0119.The orthometric height was determined by differential leveling and
 FH0119.adjusted by the NATIONAL GEODETIC SURVEY
 FH0119.in June 1991.
 FH0119
 FH0119.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0119.GEOID18 height accuracy estimate available here.
 FH0119
 FH0119.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV770050(NAD 83)
 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
 FH0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0119.See file dsdata.pdf to determine how the superseded data were derived.
 FH0119
 FH0119_MARKER: DB = BENCH MARK DISK
 FH0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0119_STAMPING: F 20 1931
 FH0119_MARK LOGO: CGS
 FH0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0119+STABILITY: SURFACE MOTION
 FH0119
 FH0119  HISTORY     - Date     Condition        Report By
 FH0119  HISTORY     - 1931     MONUMENTED       CGS
 FH0119  HISTORY     - 1959     MARK NOT FOUND   CGS
 FH0119  HISTORY     - 1985     MARK NOT FOUND   NGS
 FH0119
 FH0119                          STATION DESCRIPTION
 FH0119
 FH0119'DESCRIBED BY COAST AND 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DL0134 ***********************************************************************
 DL0134  DESIGNATION -  F 200
 DL0134  PID         -  DL0134
 DL0134  STATE/COUNTY-  AR/UNION
 DL0134  COUNTRY     -  US
 DL0134  USGS QUAD   -  NEW UNION (2017)
 DL0134
 DL0134                         *CURRENT SURVEY CONTROL
 DL0134  ______________________________________________________________________
 DL0134* NAD 83(1986) POSITION- 33 07 34.     (N) 092 11 58.     (W)   SCALED
 DL0134* NAVD 88 ORTHO HEIGHT -    26.994 (meters)       88.56  (feet) ADJUSTED
 DL0134  ______________________________________________________________________
 DL0134  GEOID HEIGHT    -        -26.104 (meters)                     GEOID18
 DL0134  DYNAMIC HEIGHT  -         26.965 (meters)       88.47  (feet) COMP
 DL0134  MODELED GRAVITY -    979,564.1   (mgal)                       NAVD 88
 DL0134
 DL0134  VERT ORDER      -  FIRST     CLASS II
 DL0134
 DL0134.The horizontal coordinates were scaled from a map and have
 DL0134.an estimated accuracy of +/- 6 seconds.
 DL0134
 DL0134.The orthometric height was determined by differential leveling and
 DL0134.adjusted by the NATIONAL GEODETIC SURVEY
 DL0134.in June 1991.
 DL0134
 DL0134.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0134.GEOID18 height accuracy estimate available here.
 DL0134
 DL0134.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS746655(NAD 83)
 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
 DL0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0134.See file dsdata.pdf to determine how the superseded data were derived.
 DL0134
 DL0134_MARKER: DB = BENCH MARK DISK
 DL0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0134_STAMPING: F 200 1960
 DL0134_MARK LOGO: CGS
 DL0134_PROJECTION: PROJECTING 13 CENTIMETERS
 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             CGS
 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DL0251 ***********************************************************************
 DL0251  DESIGNATION -  F 201
 DL0251  PID         -  DL0251
 DL0251  STATE/COUNTY-  AR/UNION
 DL0251  COUNTRY     -  US
 DL0251  USGS QUAD   -  CALION (2017)
 DL0251
 DL0251                         *CURRENT SURVEY CONTROL
 DL0251  ______________________________________________________________________
 DL0251* NAD 83(1986) POSITION- 33 15 27.     (N) 092 30 37.     (W)   SCALED
 DL0251* NAVD 88 ORTHO HEIGHT -    44.116 (meters)      144.74  (feet) ADJUSTED
 DL0251  ______________________________________________________________________
 DL0251  GEOID HEIGHT    -        -26.264 (meters)                     GEOID18
 DL0251  DYNAMIC HEIGHT  -         44.069 (meters)      144.58  (feet) COMP
 DL0251  MODELED GRAVITY -    979,568.9   (mgal)                       NAVD 88
 DL0251
 DL0251  VERT ORDER      -  FIRST     CLASS II
 DL0251
 DL0251.The horizontal coordinates were scaled from a map and have
 DL0251.an estimated accuracy of +/- 6 seconds.
 DL0251
 DL0251.The orthometric height was determined by differential leveling and
 DL0251.adjusted by the NATIONAL GEODETIC SURVEY
 DL0251.in June 1991.
 DL0251
 DL0251.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0251.GEOID18 height accuracy estimate available here.
 DL0251
 DL0251.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS456799(NAD 83)
 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
 DL0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0251.See file dsdata.pdf to determine how the superseded data were derived.
 DL0251
 DL0251_MARKER: DB = BENCH MARK DISK
 DL0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0251_STAMPING: F 201 1960
 DL0251_MARK LOGO: CGS
 DL0251_PROJECTION: PROJECTING 15 CENTIMETERS
 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             CGS
 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 COAST AND GEODETIC SURVEY 1964
 DL0251'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0550 ***********************************************************************
 DL0550  DESIGNATION -  F 202
 DL0550  PID         -  DL0550
 DL0550  STATE/COUNTY-  AR/COLUMBIA
 DL0550  COUNTRY     -  US
 DL0550  USGS QUAD   -  WALDO (2017)
 DL0550
 DL0550                         *CURRENT SURVEY CONTROL
 DL0550  ______________________________________________________________________
 DL0550* NAD 83(1986) POSITION- 33 20 56.     (N) 093 16 33.     (W)   SCALED
 DL0550* NAVD 88 ORTHO HEIGHT -    89.563 (meters)      293.84  (feet) ADJUSTED
 DL0550  ______________________________________________________________________
 DL0550  GEOID HEIGHT    -        -26.524 (meters)                     GEOID18
 DL0550  DYNAMIC HEIGHT  -         89.467 (meters)      293.53  (feet) COMP
 DL0550  MODELED GRAVITY -    979,566.7   (mgal)                       NAVD 88
 DL0550
 DL0550  VERT ORDER      -  FIRST     CLASS II
 DL0550
 DL0550.The horizontal coordinates were scaled from a map and have
 DL0550.an estimated accuracy of +/- 6 seconds.
 DL0550
 DL0550.The orthometric height was determined by differential leveling and
 DL0550.adjusted by the NATIONAL GEODETIC SURVEY
 DL0550.in June 1991.
 DL0550
 DL0550.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0550.GEOID18 height accuracy estimate available here.
 DL0550
 DL0550.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS743899(NAD 83)
 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
 DL0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0550.See file dsdata.pdf to determine how the superseded data were derived.
 DL0550
 DL0550_MARKER: DB = BENCH MARK DISK
 DL0550_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL0550_SP_SET: BRIDGE
 DL0550_STAMPING: F 202 1960
 DL0550_MARK LOGO: CGS
 DL0550_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0550
 DL0550  HISTORY     - Date     Condition        Report By
 DL0550  HISTORY     - 1960     MONUMENTED       CGS
 DL0550  HISTORY     - 1963     GOOD             CGS
 DL0550  HISTORY     - 20240806 MARK NOT FOUND   ARHD
 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 COAST AND GEODETIC SURVEY 1963
 DL0550'RECOVERED IN GOOD CONDITION.
 DL0550
 DL0550                          STATION RECOVERY (2024)
 DL0550
 DL0550'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (SCW)
 DL0550'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0762 ***********************************************************************
 DL0762  DESIGNATION -  F 203
 DL0762  PID         -  DL0762
 DL0762  STATE/COUNTY-  AR/LAFAYETTE
 DL0762  COUNTRY     -  US
 DL0762  USGS QUAD   -  LEWISVILLE (2017)
 DL0762
 DL0762                         *CURRENT SURVEY CONTROL
 DL0762  ______________________________________________________________________
 DL0762* NAD 83(1986) POSITION- 33 20 44.     (N) 093 35 31.     (W)   SCALED
 DL0762* NAVD 88 ORTHO HEIGHT -    81.949 (meters)      268.86  (feet) ADJUSTED
 DL0762  ______________________________________________________________________
 DL0762  GEOID HEIGHT    -        -26.717 (meters)                     GEOID18
 DL0762  DYNAMIC HEIGHT  -         81.861 (meters)      268.57  (feet) COMP
 DL0762  MODELED GRAVITY -    979,567.2   (mgal)                       NAVD 88
 DL0762
 DL0762  VERT ORDER      -  FIRST     CLASS II
 DL0762
 DL0762.The horizontal coordinates were scaled from a map and have
 DL0762.an estimated accuracy of +/- 6 seconds.
 DL0762
 DL0762.The orthometric height was determined by differential leveling and
 DL0762.adjusted by the NATIONAL GEODETIC SURVEY
 DL0762.in June 1991.
 DL0762
 DL0762.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0762.GEOID18 height accuracy estimate available here.
 DL0762
 DL0762.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS449897(NAD 83)
 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
 DL0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0762.See file dsdata.pdf to determine how the superseded data were derived.
 DL0762
 DL0762_MARKER: DB = BENCH MARK DISK
 DL0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0762_STAMPING: F 203 1960
 DL0762_MARK LOGO: CGS
 DL0762_PROJECTION: PROJECTING 8 CENTIMETERS
 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             CGS
 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 COAST AND GEODETIC SURVEY 1963
 DL0762'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0260 ***********************************************************************
 DL0260  DESIGNATION -  F 204
 DL0260  PID         -  DL0260
 DL0260  STATE/COUNTY-  AR/OUACHITA
 DL0260  COUNTRY     -  US
 DL0260  USGS QUAD   -  BUENA VISTA (2017)
 DL0260
 DL0260                         *CURRENT SURVEY CONTROL
 DL0260  ______________________________________________________________________
 DL0260* NAD 83(1986) POSITION- 33 28 57.     (N) 092 58 33.     (W)   SCALED
 DL0260* NAVD 88 ORTHO HEIGHT -    88.391 (meters)      290.00  (feet) ADJUSTED
 DL0260  ______________________________________________________________________
 DL0260  GEOID HEIGHT    -        -26.347 (meters)                     GEOID18
 DL0260  DYNAMIC HEIGHT  -         88.299 (meters)      289.69  (feet) COMP
 DL0260  MODELED GRAVITY -    979,589.4   (mgal)                       NAVD 88
 DL0260
 DL0260  VERT ORDER      -  FIRST     CLASS II
 DL0260
 DL0260.The horizontal coordinates were scaled from a map and have
 DL0260.an estimated accuracy of +/- 6 seconds.
 DL0260
 DL0260.The orthometric height was determined by differential leveling and
 DL0260.adjusted by the NATIONAL GEODETIC SURVEY
 DL0260.in June 1991.
 DL0260
 DL0260.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0260.GEOID18 height accuracy estimate available here.
 DL0260
 DL0260.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT022047(NAD 83)
 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
 DL0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0260.See file dsdata.pdf to determine how the superseded data were derived.
 DL0260
 DL0260_MARKER: DB = BENCH MARK DISK
 DL0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0260_STAMPING: F 204 1960
 DL0260_MARK LOGO: CGS
 DL0260_PROJECTION: PROJECTING 18 CENTIMETERS
 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             CGS
 DL0260  HISTORY     - 20110921 MARK NOT FOUND   ARHD
 DL0260  HISTORY     - 20130417 MARK NOT FOUND   ARHD
 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 COAST AND GEODETIC SURVEY 1964
 DL0260'RECOVERED IN GOOD CONDITION.
 DL0260
 DL0260                          STATION RECOVERY (2011)
 DL0260
 DL0260'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (AMC)
 DL0260'MARK NOT FOUND.
 DL0260
 DL0260                          STATION RECOVERY (2013)
 DL0260
 DL0260'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (JDH)
 DL0260'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0666 ***********************************************************************
 DL0666  DESIGNATION -  F 205
 DL0666  PID         -  DL0666
 DL0666  STATE/COUNTY-  AR/COLUMBIA
 DL0666  COUNTRY     -  US
 DL0666  USGS QUAD   -  EMERSON (2017)
 DL0666
 DL0666                         *CURRENT SURVEY CONTROL
 DL0666  ______________________________________________________________________
 DL0666* NAD 83(1986) POSITION- 33 01 43.     (N) 093 09 48.     (W)   SCALED
 DL0666* NAVD 88 ORTHO HEIGHT -    85.517 (meters)      280.57  (feet) ADJUSTED
 DL0666  ______________________________________________________________________
 DL0666  GEOID HEIGHT    -        -26.198 (meters)                     GEOID18
 DL0666  DYNAMIC HEIGHT  -         85.423 (meters)      280.26  (feet) COMP
 DL0666  MODELED GRAVITY -    979,543.2   (mgal)                       NAVD 88
 DL0666
 DL0666  VERT ORDER      -  SECOND    CLASS 0
 DL0666
 DL0666.The horizontal coordinates were scaled from a map and have
 DL0666.an estimated accuracy of +/- 6 seconds.
 DL0666
 DL0666.The orthometric height was determined by differential leveling and
 DL0666.adjusted by the NATIONAL GEODETIC SURVEY
 DL0666.in June 1991.
 DL0666
 DL0666.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0666.GEOID18 height accuracy estimate available here.
 DL0666
 DL0666.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS847544(NAD 83)
 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
 DL0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0666.See file dsdata.pdf to determine how the superseded data were derived.
 DL0666
 DL0666_MARKER: DB = BENCH MARK DISK
 DL0666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0666_STAMPING: F 205 1960
 DL0666_MARK LOGO: CGS
 DL0666_PROJECTION: PROJECTING 18 CENTIMETERS
 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             CGS
 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 COAST AND GEODETIC SURVEY 1963
 DL0666'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1301 ***********************************************************************
 FF1301  DESIGNATION -  F 206
 FF1301  PID         -  FF1301
 FF1301  STATE/COUNTY-  AR/WHITE
 FF1301  COUNTRY     -  US
 FF1301  USGS QUAD   -  LETONA (2017)
 FF1301
 FF1301                         *CURRENT SURVEY CONTROL
 FF1301  ______________________________________________________________________
 FF1301* NAD 83(1986) POSITION- 35 22 18.     (N) 091 48 18.     (W)   SCALED
 FF1301* NAVD 88 ORTHO HEIGHT -    78.754 (meters)      258.38  (feet) ADJUSTED
 FF1301  ______________________________________________________________________
 FF1301  GEOID HEIGHT    -        -27.417 (meters)                     GEOID18
 FF1301  DYNAMIC HEIGHT  -         78.683 (meters)      258.15  (feet) COMP
 FF1301  MODELED GRAVITY -    979,735.6   (mgal)                       NAVD 88
 FF1301
 FF1301  VERT ORDER      -  SECOND    CLASS 0
 FF1301
 FF1301.The horizontal coordinates were scaled from a map and have
 FF1301.an estimated accuracy of +/- 6 seconds.
 FF1301
 FF1301.The orthometric height was determined by differential leveling and
 FF1301.adjusted by the NATIONAL GEODETIC SURVEY
 FF1301.in June 1991.
 FF1301
 FF1301.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1301.GEOID18 height accuracy estimate available here.
 FF1301
 FF1301.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV085149(NAD 83)
 FF1301
 FF1301                          SUPERSEDED SURVEY CONTROL
 FF1301
 FF1301  NGVD 29 (11/26/84)   78.695  (m)          258.19   (f) ADJUSTED    2 0
 FF1301
 FF1301.Superseded values are not recommended for survey control.
 FF1301
 FF1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1301.See file dsdata.pdf to determine how the superseded data were derived.
 FF1301
 FF1301_MARKER: DB = BENCH MARK DISK
 FF1301_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FF1301_SP_SET: CULVERT HEADWALL
 FF1301_STAMPING: F 206 1962
 FF1301_MARK LOGO: CGS
 FF1301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1301+STABILITY: SURFACE MOTION
 FF1301_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF1301+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2014
 FF1301
 FF1301  HISTORY     - Date     Condition        Report By
 FF1301  HISTORY     - 1962     MONUMENTED       CGS
 FF1301  HISTORY     - 20030729 MARK NOT FOUND   USACE
 FF1301  HISTORY     - 20140923 GOOD             ARHD
 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.
 FF1301
 FF1301                          STATION RECOVERY (2014)
 FF1301
 FF1301'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (MWM)
 FF1301'RECOVERED AS DESCRIBED / BOX CULVERT HAS BEEN EXTENDED MARK UNDER
 FF1301'ASPHALT.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0192 ***********************************************************************
 FG0192  DESIGNATION -  F 207
 FG0192  PID         -  FG0192
 FG0192  STATE/COUNTY-  AR/CLEBURNE
 FG0192  COUNTRY     -  US
 FG0192  USGS QUAD   -  QUITMAN (2017)
 FG0192
 FG0192                         *CURRENT SURVEY CONTROL
 FG0192  ______________________________________________________________________
 FG0192* NAD 83(1986) POSITION- 35 24 53.     (N) 092 09 16.     (W)   SCALED
 FG0192* NAVD 88 ORTHO HEIGHT -   185.884 (meters)      609.85  (feet) ADJUSTED
 FG0192  ______________________________________________________________________
 FG0192  GEOID HEIGHT    -        -27.632 (meters)                     GEOID18
 FG0192  DYNAMIC HEIGHT  -        185.712 (meters)      609.29  (feet) COMP
 FG0192  MODELED GRAVITY -    979,708.2   (mgal)                       NAVD 88
 FG0192
 FG0192  VERT ORDER      -  SECOND    CLASS 0
 FG0192
 FG0192.The horizontal coordinates were scaled from a map and have
 FG0192.an estimated accuracy of +/- 6 seconds.
 FG0192
 FG0192.The orthometric height was determined by differential leveling and
 FG0192.adjusted by the NATIONAL GEODETIC SURVEY
 FG0192.in June 1991.
 FG0192
 FG0192.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0192.GEOID18 height accuracy estimate available here.
 FG0192
 FG0192.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV767193(NAD 83)
 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
 FG0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0192.See file dsdata.pdf to determine how the superseded data were derived.
 FG0192
 FG0192_MARKER: DB = BENCH MARK DISK
 FG0192_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FG0192_SP_SET: BRIDGE
 FG0192_STAMPING: F 207 1962
 FG0192_MARK LOGO: CGS
 FG0192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG0192
 FG0192  HISTORY     - Date     Condition        Report By
 FG0192  HISTORY     - 1962     MONUMENTED       CGS
 FG0192  HISTORY     - 20150411 MARK NOT FOUND   ARHD
 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.
 FG0192
 FG0192                          STATION RECOVERY (2015)
 FG0192
 FG0192'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (WDA)
 FG0192'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0147 ***********************************************************************
 FG0147  DESIGNATION -  F 208
 FG0147  PID         -  FG0147
 FG0147  STATE/COUNTY-  AR/FAULKNER
 FG0147  COUNTRY     -  US
 FG0147  USGS QUAD   -  ROSE BUD (2017)
 FG0147
 FG0147                         *CURRENT SURVEY CONTROL
 FG0147  ______________________________________________________________________
 FG0147* NAD 83(1986) POSITION- 35 15 52.     (N) 092 07 23.     (W)   SCALED
 FG0147* NAVD 88 ORTHO HEIGHT -   217.421 (meters)      713.32  (feet) ADJUSTED
 FG0147  ______________________________________________________________________
 FG0147  GEOID HEIGHT    -        -27.632 (meters)                     GEOID18
 FG0147  DYNAMIC HEIGHT  -        217.218 (meters)      712.66  (feet) COMP
 FG0147  MODELED GRAVITY -    979,693.3   (mgal)                       NAVD 88
 FG0147
 FG0147  VERT ORDER      -  SECOND    CLASS 0
 FG0147
 FG0147.The horizontal coordinates were scaled from a map and have
 FG0147.an estimated accuracy of +/- 6 seconds.
 FG0147
 FG0147.The orthometric height was determined by differential leveling and
 FG0147.adjusted by the NATIONAL GEODETIC SURVEY
 FG0147.in June 1991.
 FG0147
 FG0147.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0147.GEOID18 height accuracy estimate available here.
 FG0147
 FG0147.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV797027(NAD 83)
 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
 FG0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0147.See file dsdata.pdf to determine how the superseded data were derived.
 FG0147
 FG0147_MARKER: DB = BENCH MARK DISK
 FG0147_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FG0147_SP_SET: CULVERT HEADWALL
 FG0147_STAMPING: F 208 1962
 FG0147_MARK LOGO: CGS
 FG0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0147+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0234 ***********************************************************************
 FG0234  DESIGNATION -  F 209
 FG0234  PID         -  FG0234
 FG0234  STATE/COUNTY-  AR/VAN BUREN
 FG0234  COUNTRY     -  US
 FG0234  USGS QUAD   -  BEE BRANCH (2017)
 FG0234
 FG0234                         *CURRENT SURVEY CONTROL
 FG0234  ______________________________________________________________________
 FG0234* NAD 83(1986) POSITION- 35 23 27.     (N) 092 23 21.     (W)   SCALED
 FG0234* NAVD 88 ORTHO HEIGHT -   200.043 (meters)      656.31  (feet) ADJUSTED
 FG0234  ______________________________________________________________________
 FG0234  GEOID HEIGHT    -        -27.940 (meters)                     GEOID18
 FG0234  DYNAMIC HEIGHT  -        199.858 (meters)      655.70  (feet) COMP
 FG0234  MODELED GRAVITY -    979,702.0   (mgal)                       NAVD 88
 FG0234
 FG0234  VERT ORDER      -  SECOND    CLASS 0
 FG0234
 FG0234.The horizontal coordinates were scaled from a map and have
 FG0234.an estimated accuracy of +/- 6 seconds.
 FG0234
 FG0234.The orthometric height was determined by differential leveling and
 FG0234.adjusted by the NATIONAL GEODETIC SURVEY
 FG0234.in June 1991.
 FG0234
 FG0234.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0234.GEOID18 height accuracy estimate available here.
 FG0234
 FG0234.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV554165(NAD 83)
 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
 FG0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0234.See file dsdata.pdf to determine how the superseded data were derived.
 FG0234
 FG0234_MARKER: DB = BENCH MARK DISK
 FG0234_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FG0234_SP_SET: BRIDGE
 FG0234_STAMPING: F 209 1962
 FG0234_MARK LOGO: CGS
 FG0234_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG0234
 FG0234  HISTORY     - Date     Condition        Report By
 FG0234  HISTORY     - 1962     MONUMENTED       CGS
 FG0234  HISTORY     - 1967     GOOD             CGS
 FG0234  HISTORY     - 20091217 MARK NOT FOUND   ARHD
 FG0234
 FG0234                          STATION DESCRIPTION
 FG0234
 FG0234'DESCRIBED BY COAST AND 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.
 FG0234
 FG0234                          STATION RECOVERY (2009)
 FG0234
 FG0234'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2009 (VJB)
 FG0234'APPEARS TO HAVE BEEN DESTROYED BY HIGHWAY CONSTRUCTION
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EK0013 ***********************************************************************
 EK0013  DESIGNATION -  F 21
 EK0013  PID         -  EK0013
 EK0013  STATE/COUNTY-  AR/POLK
 EK0013  COUNTRY     -  US
 EK0013  USGS QUAD   -  ACORN (2017)
 EK0013
 EK0013                         *CURRENT SURVEY CONTROL
 EK0013  ______________________________________________________________________
 EK0013* NAD 83(1986) POSITION- 34 40 04.     (N) 094 09 03.     (W)   SCALED
 EK0013* NAVD 88 ORTHO HEIGHT -   382.135 (meters)     1253.72  (feet) ADJUSTED
 EK0013  ______________________________________________________________________
 EK0013  GEOID HEIGHT    -        -30.239 (meters)                     GEOID18
 EK0013  DYNAMIC HEIGHT  -        381.723 (meters)     1252.37  (feet) COMP
 EK0013  MODELED GRAVITY -    979,546.7   (mgal)                       NAVD 88
 EK0013
 EK0013  VERT ORDER      -  FIRST     CLASS II
 EK0013
 EK0013.The horizontal coordinates were scaled from a map and have
 EK0013.an estimated accuracy of +/- 6 seconds.
 EK0013
 EK0013.The orthometric height was determined by differential leveling and
 EK0013.adjusted by the NATIONAL GEODETIC SURVEY
 EK0013.in June 1991.
 EK0013
 EK0013.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0013.GEOID18 height accuracy estimate available here.
 EK0013
 EK0013.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU945368(NAD 83)
 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
 EK0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0013.See file dsdata.pdf to determine how the superseded data were derived.
 EK0013
 EK0013_MARKER: DB = BENCH MARK DISK
 EK0013_SETTING: 66 = SET IN ROCK OUTCROP
 EK0013_STAMPING: F 21 1932
 EK0013_MARK LOGO: CGS
 EK0013_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EK0013+STABILITY: POSITION/ELEVATION WELL
 EK0013
 EK0013  HISTORY     - Date     Condition        Report By
 EK0013  HISTORY     - 1932     MONUMENTED       CGS
 EK0013  HISTORY     - 1965     MARK NOT FOUND   CGS
 EK0013  HISTORY     - 1985     MARK NOT FOUND   NGS
 EK0013
 EK0013                          STATION DESCRIPTION
 EK0013
 EK0013'DESCRIBED BY COAST AND 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG0241 ***********************************************************************
 FG0241  DESIGNATION -  F 210
 FG0241  PID         -  FG0241
 FG0241  STATE/COUNTY-  AR/VAN BUREN
 FG0241  COUNTRY     -  US
 FG0241  USGS QUAD   -  MORGANTON (2017)
 FG0241
 FG0241                         *CURRENT SURVEY CONTROL
 FG0241  ______________________________________________________________________
 FG0241* NAD 83(1986) POSITION- 35 23 05.     (N) 092 19 46.     (W)   SCALED
 FG0241* NAVD 88 ORTHO HEIGHT -   230.138 (meters)      755.04  (feet) ADJUSTED
 FG0241  ______________________________________________________________________
 FG0241  GEOID HEIGHT    -        -27.850 (meters)                     GEOID18
 FG0241  DYNAMIC HEIGHT  -        229.926 (meters)      754.35  (feet) COMP
 FG0241  MODELED GRAVITY -    979,706.0   (mgal)                       NAVD 88
 FG0241
 FG0241  VERT ORDER      -  SECOND    CLASS 0
 FG0241
 FG0241.The horizontal coordinates were scaled from a map and have
 FG0241.an estimated accuracy of +/- 6 seconds.
 FG0241
 FG0241.The orthometric height was determined by differential leveling and
 FG0241.adjusted by the NATIONAL GEODETIC SURVEY
 FG0241.in June 1991.
 FG0241
 FG0241.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0241.GEOID18 height accuracy estimate available here.
 FG0241
 FG0241.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV609159(NAD 83)
 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
 FG0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0241.See file dsdata.pdf to determine how the superseded data were derived.
 FG0241
 FG0241_MARKER: DB = BENCH MARK DISK
 FG0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0241_STAMPING: F 210 1962
 FG0241_MARK LOGO: CGS
 FG0241_PROJECTION: FLUSH
 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             CGS
 FG0241
 FG0241                          STATION DESCRIPTION
 FG0241
 FG0241'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FE1896 ***********************************************************************
 FE1896  DESIGNATION -  F 213
 FE1896  PID         -  FE1896
 FE1896  STATE/COUNTY-  AR/MISSISSIPPI
 FE1896  COUNTRY     -  US
 FE1896  USGS QUAD   -  CHIC (2019)
 FE1896
 FE1896                         *CURRENT SURVEY CONTROL
 FE1896  ______________________________________________________________________
 FE1896* NAD 83(1986) POSITION- 35 59 03.     (N) 089 43 48.     (W)   SCALED
 FE1896* NAVD 88 ORTHO HEIGHT -    85.283 (meters)      279.80  (feet) ADJUSTED
 FE1896  ______________________________________________________________________
 FE1896  GEOID HEIGHT    -        -28.182 (meters)                     GEOID18
 FE1896  DYNAMIC HEIGHT  -         85.212 (meters)      279.57  (feet) COMP
 FE1896  MODELED GRAVITY -    979,793.3   (mgal)                       NAVD 88
 FE1896
 FE1896  VERT ORDER      -  FIRST     CLASS I
 FE1896
 FE1896.The horizontal coordinates were scaled from a map and have
 FE1896.an estimated accuracy of +/- 6 seconds.
 FE1896
 FE1896.The orthometric height was determined by differential leveling and
 FE1896.adjusted by the NATIONAL GEODETIC SURVEY
 FE1896.in June 1991.
 FE1896
 FE1896.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE1896.GEOID18 height accuracy estimate available here.
 FE1896
 FE1896.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE538856(NAD 83)
 FE1896
 FE1896                          SUPERSEDED SURVEY CONTROL
 FE1896
 FE1896  NGVD 29 (11/26/84)   85.209  (m)          279.56   (f) ADJUSTED    1 1
 FE1896
 FE1896.Superseded values are not recommended for survey control.
 FE1896
 FE1896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1896.See file dsdata.pdf to determine how the superseded data were derived.
 FE1896
 FE1896_MARKER: DV = VERTICAL CONTROL DISK
 FE1896_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FE1896+WITH SETTING: INTO GROUND
 FE1896_STAMPING: F 213 1976
 FE1896_MARK LOGO: NGS
 FE1896_MAGNETIC: I = MARKER IS A STEEL ROD
 FE1896_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FE1947 ***********************************************************************
 FE1947  DESIGNATION -  F 214
 FE1947  PID         -  FE1947
 FE1947  STATE/COUNTY-  AR/MISSISSIPPI
 FE1947  COUNTRY     -  US
 FE1947  USGS QUAD   -  LUXORA (2017)
 FE1947
 FE1947                         *CURRENT SURVEY CONTROL
 FE1947  ______________________________________________________________________
 FE1947* NAD 83(1986) POSITION- 35 45 07.     (N) 089 55 40.     (W)   SCALED
 FE1947* NAVD 88 ORTHO HEIGHT -    82.108 (meters)      269.38  (feet) ADJUSTED
 FE1947  ______________________________________________________________________
 FE1947  GEOID HEIGHT    -        -27.747 (meters)                     GEOID18
 FE1947  DYNAMIC HEIGHT  -         82.038 (meters)      269.15  (feet) COMP
 FE1947  MODELED GRAVITY -    979,786.3   (mgal)                       NAVD 88
 FE1947
 FE1947  VERT ORDER      -  FIRST     CLASS I
 FE1947
 FE1947.The horizontal coordinates were scaled from a map and have
 FE1947.an estimated accuracy of +/- 6 seconds.
 FE1947
 FE1947.The orthometric height was determined by differential leveling and
 FE1947.adjusted by the NATIONAL GEODETIC SURVEY
 FE1947.in June 1991.
 FE1947
 FE1947.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE1947.GEOID18 height accuracy estimate available here.
 FE1947
 FE1947.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE352603(NAD 83)
 FE1947
 FE1947                          SUPERSEDED SURVEY CONTROL
 FE1947
 FE1947  NGVD 29 (11/26/84)   82.055  (m)          269.21   (f) ADJUSTED    1 1
 FE1947
 FE1947.Superseded values are not recommended for survey control.
 FE1947
 FE1947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1947.See file dsdata.pdf to determine how the superseded data were derived.
 FE1947
 FE1947_MARKER: DV = VERTICAL CONTROL DISK
 FE1947_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FE1947+WITH SETTING: INTO GROUND
 FE1947_STAMPING: F 214 1976
 FE1947_MARK LOGO: NGS
 FE1947_MAGNETIC: I = MARKER IS A STEEL ROD
 FE1947_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1947_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1947+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2019
 FE1947
 FE1947  HISTORY     - Date     Condition        Report By
 FE1947  HISTORY     - 1976     MONUMENTED       NGS
 FE1947  HISTORY     - 1987     GOOD             USPSQD
 FE1947  HISTORY     - 20020727 GOOD             USACE
 FE1947  HISTORY     - 20080625 GOOD             USACE
 FE1947  HISTORY     - 20190417 GOOD             ARHD
 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.
 FE1947
 FE1947                          STATION RECOVERY (2008)
 FE1947
 FE1947'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2008 (DLB)
 FE1947'RECOVERED IN GOOD CONDITION.
 FE1947
 FE1947                          STATION RECOVERY (2019)
 FE1947
 FE1947'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2019 (JDH)
 FE1947'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FE1883 ***********************************************************************
 FE1883  DESIGNATION -  F 215
 FE1883  PID         -  FE1883
 FE1883  STATE/COUNTY-  AR/MISSISSIPPI
 FE1883  COUNTRY     -  US
 FE1883  USGS QUAD   -  NODENA (2017)
 FE1883
 FE1883                         *CURRENT SURVEY CONTROL
 FE1883  ______________________________________________________________________
 FE1883* NAD 83(1986) POSITION- 35 32 58.     (N) 089 56 19.     (W)   SCALED
 FE1883* NAVD 88 ORTHO HEIGHT -    72.505 (meters)      237.88  (feet) ADJUSTED
 FE1883  ______________________________________________________________________
 FE1883  GEOID HEIGHT    -        -27.483 (meters)                     GEOID18
 FE1883  DYNAMIC HEIGHT  -         72.443 (meters)      237.67  (feet) COMP
 FE1883  MODELED GRAVITY -    979,767.1   (mgal)                       NAVD 88
 FE1883
 FE1883  VERT ORDER      -  FIRST     CLASS I
 FE1883
 FE1883.The horizontal coordinates were scaled from a map and have
 FE1883.an estimated accuracy of +/- 6 seconds.
 FE1883
 FE1883.The orthometric height was determined by differential leveling and
 FE1883.adjusted by the NATIONAL GEODETIC SURVEY
 FE1883.in June 1991.
 FE1883
 FE1883.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE1883.GEOID18 height accuracy estimate available here.
 FE1883
 FE1883.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE336379(NAD 83)
 FE1883
 FE1883                          SUPERSEDED SURVEY CONTROL
 FE1883
 FE1883  NGVD 29 (11/26/84)   72.475  (m)          237.78   (f) ADJUSTED    1 1
 FE1883
 FE1883.Superseded values are not recommended for survey control.
 FE1883
 FE1883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1883.See file dsdata.pdf to determine how the superseded data were derived.
 FE1883
 FE1883_MARKER: DV = VERTICAL CONTROL DISK
 FE1883_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FE1883+WITH SETTING: INTO GROUND
 FE1883_STAMPING: F 215 1976
 FE1883_MARK LOGO: NGS
 FE1883_MAGNETIC: I = MARKER IS A STEEL ROD
 FE1883_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH0203 ***********************************************************************
 EH0203  HT_MOD      -  This is a Height Modernization Survey Station.
 EH0203  DESIGNATION -  F 216
 EH0203  PID         -  EH0203
 EH0203  STATE/COUNTY-  AR/CRITTENDEN
 EH0203  COUNTRY     -  US
 EH0203  USGS QUAD   -  HORSESHOE LAKE (2017)
 EH0203
 EH0203                         *CURRENT SURVEY CONTROL
 EH0203  ______________________________________________________________________
 EH0203* NAD 83(2011) POSITION- 34 52 39.90944(N) 090 19 35.05872(W)   ADJUSTED
 EH0203* NAD 83(2011) ELLIP HT-    41.713 (meters)        (06/27/12)   ADJUSTED
 EH0203* NAD 83(2011) EPOCH   -  2010.00
 EH0203* NAVD 88 ORTHO HEIGHT -    68.88  (meters)      226.0   (feet) GPS OBS
 EH0203  ______________________________________________________________________
 EH0203  NAVD 88 orthometric height was determined with geoid model    GEOID03
 EH0203  GEOID HEIGHT    -        -27.116 (meters)                     GEOID03
 EH0203  GEOID HEIGHT    -        -27.185 (meters)                     GEOID18
 EH0203  NAD 83(2011) X  -    -29,841.214 (meters)                     COMP
 EH0203  NAD 83(2011) Y  - -5,238,143.079 (meters)                     COMP
 EH0203  NAD 83(2011) Z  -  3,626,773.085 (meters)                     COMP
 EH0203  LAPLACE CORR    -         -1.85  (seconds)                    DEFLEC18
 EH0203
 EH0203  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 EH0203  Standards:
 EH0203         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 EH0203            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 EH0203  -------------------------------------------------------------------
 EH0203  NETWORK    0.54   0.86           0.24   0.20   0.44      0.06607967
 EH0203  -------------------------------------------------------------------
 EH0203  Click here for local accuracies and other accuracy information.
 EH0203
 EH0203.The horizontal coordinates were established by GPS observations
 EH0203.and adjusted by the National Geodetic Survey in June 2012.
 EH0203
 EH0203.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 EH0203.been affixed to the stable North American tectonic plate. See 
 EH0203.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 EH0203
 EH0203.The horizontal coordinates are valid at the epoch date displayed above
 EH0203.which is a decimal equivalence of Year/Month/Day.
 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.
 EH0203
 EH0203.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0203.GEOID18 height accuracy estimate available here.
 EH0203
 EH0203.Click photographs - Photos may exist for this station.
 EH0203
 EH0203.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH0203
 EH0203.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH0203
 EH0203.The ellipsoidal height was determined by GPS observations
 EH0203.and is referenced to NAD 83.
 EH0203
 EH0203. The following values were computed from the NAD 83(2011) position.
 EH0203
 EH0203;                    North         East     Units Scale Factor Converg.
 EH0203;SPC AR N     -    61,699.675   553,000.654   MT  1.00001139   +0 58 25.9
 EH0203;SPC AR N     -   202,426.35  1,814,302.98   sFT  1.00001139   +0 58 25.9
 EH0203;UTM  15      - 3,862,748.029   744,363.173   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU4436362748(NAD 83)
 EH0203
 EH0203                          SUPERSEDED SURVEY CONTROL
 EH0203
 EH0203  NAD 83(2007)-  34 52 39.90948(N)    090 19 35.05978(W) AD(2002.00) 0
 EH0203  ELLIP H (02/10/07)   41.732  (m)                       GP(2002.00)    
 EH0203  NAD 83(1997)-  34 52 39.90932(N)    090 19 35.05931(W) AD(       ) 1
 EH0203  ELLIP H (01/24/03)   41.723  (m)                       GP(       ) 2 2
 EH0203  NAVD 88 (01/25/03)   68.85   (m)  UNKNOWN  model used  GPS OBS        
 EH0203  NAVD 88              68.88   (m)          226.0    (f) LEVELING    3  
 EH0203  NAVD 88 (06/15/91)   68.877  (m)          225.97   (f) ADJUSTED    1 2
 EH0203  NGVD 29 (11/26/84)   68.895  (m)          226.03   (f) ADJUSTED    1 2
 EH0203
 EH0203.Superseded values are not recommended for survey control.
 EH0203
 EH0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0203.See file dsdata.pdf to determine how the superseded data were derived.
 EH0203
 EH0203_MARKER: DV = VERTICAL CONTROL DISK
 EH0203_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH0203_STAMPING: F 216 1976
 EH0203_MARK LOGO: NGS
 EH0203_PROJECTION: PROJECTING 3 CENTIMETERS
 EH0203_MAGNETIC: I = MARKER IS A STEEL ROD
 EH0203_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0203_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0203+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2013
 EH0203_ROD/PIPE-DEPTH: 31.7 meters
 EH0203
 EH0203  HISTORY     - Date     Condition        Report By
 EH0203  HISTORY     - 1976     MONUMENTED       NGS
 EH0203  HISTORY     - 20000901 GOOD             USACE
 EH0203  HISTORY     - 20011015 GOOD             3001
 EH0203  HISTORY     - 20130824 GOOD             USACE
 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 ARMY CORPS OF 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 EAST-SOUTHEAST OF HUGHES, AR.  15.6 MILES SOUTH OF
 EH0203'EDMONDSON, AR.  15.1 MILES EAST OF BRICKEYS, AR.
 EH0203'
 EH0203'TO REACH THE STATION FROM THE INTERSECTION OF US 70 AND SR 50 IN WEST
 EH0203'MEMPHIS, AR, GO SOUTH ON SR 50 FOR 10.4 MILES TO THE INTERSECTION OF
 EH0203'SR 50 AND SR 147.  PROCEED SOUTH ON SR 147 FOR 5.1 MILES TO THE SPLIT
 EH0203'OF SR 147 AND SR 131, PROCEED SOUTH (LEFT) ON SR 131 FOR 7.0 MILES TO
 EH0203'WHERE BLACKTOP GOES OFF LEVEE AND GATE IS ON LEVEE.  PROCEED THROUGH
 EH0203'GATE APPROXIMATELY 250 FEET TO THE MARK ON THE LEFT, BEFORE FENCE
 EH0203'CORNER.
 EH0203'
 EH0203'THE STATION IS A STANDARD NGS BENCH MARK DISK, ON TOP OF A COPPER
 EH0203'COATED STEEL ROD, DRIVEN TO A DEPTH OF 104 FEET, ENCASED IN A PIPE
 EH0203'PROJECTING 1 INCH.  MARK IS STAMPED F 216 1976, AND IS FLUSH WITH
 EH0203'GROUND.  MONUMENT IS 30 FEET SOUTHEAST AND ACROSS LEVEE FROM MILEPOST
 EH0203'181/182, 12 FEET EAST-SOUTHEAST OF THE CENTERLINE OF THE LEVEE, AND 3
 EH0203'FEET SOUTHEAST OF A BARBED WIRE FENCE CORNER.  1 FOOT NORTH OF
 EH0203'CARSONITE WITNESS POST.
 EH0203
 EH0203                          STATION RECOVERY (2013)
 EH0203
 EH0203'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2013 (DLB)
 EH0203'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0977 ***********************************************************************
 FF0977  DESIGNATION -  F 217
 FF0977  PID         -  FF0977
 FF0977  STATE/COUNTY-  AR/CRITTENDEN
 FF0977  COUNTRY     -  US
 FF0977  USGS QUAD   -  WEST MEMPHIS (2017)
 FF0977
 FF0977                         *CURRENT SURVEY CONTROL
 FF0977  ______________________________________________________________________
 FF0977* NAD 83(1986) POSITION- 35 14 56.     (N) 090 08 56.     (W)   SCALED
 FF0977* NAVD 88 ORTHO HEIGHT -    74.691 (meters)      245.05  (feet) ADJUSTED
 FF0977  ______________________________________________________________________
 FF0977  GEOID HEIGHT    -        -27.350 (meters)                     GEOID18
 FF0977  DYNAMIC HEIGHT  -         74.624 (meters)      244.83  (feet) COMP
 FF0977  MODELED GRAVITY -    979,741.3   (mgal)                       NAVD 88
 FF0977
 FF0977  VERT ORDER      -  FIRST     CLASS I
 FF0977
 FF0977.The horizontal coordinates were scaled from a map and have
 FF0977.an estimated accuracy of +/- 6 seconds.
 FF0977
 FF0977.The orthometric height was determined by differential leveling and
 FF0977.adjusted by the NATIONAL GEODETIC SURVEY
 FF0977.in June 1991.
 FF0977
 FF0977.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0977.GEOID18 height accuracy estimate available here.
 FF0977
 FF0977.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV594043(NAD 83)
 FF0977
 FF0977                          SUPERSEDED SURVEY CONTROL
 FF0977
 FF0977  NGVD 29 (11/26/84)   74.675  (m)          245.00   (f) ADJUSTED    1 1
 FF0977
 FF0977.Superseded values are not recommended for survey control.
 FF0977
 FF0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0977.See file dsdata.pdf to determine how the superseded data were derived.
 FF0977
 FF0977_MARKER: DV = VERTICAL CONTROL DISK
 FF0977_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FF0977+WITH SETTING: INTO GROUND
 FF0977_STAMPING: F 217 1976
 FF0977_MARK LOGO: NGS
 FF0977_MAGNETIC: I = MARKER IS A STEEL ROD
 FF0977_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0977_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0977+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2007
 FF0977
 FF0977  HISTORY     - Date     Condition        Report By
 FF0977  HISTORY     - 1976     MONUMENTED       NGS
 FF0977  HISTORY     - 20000901 GOOD             USACE
 FF0977  HISTORY     - 20070921 GOOD             USACE
 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 ARMY CORPS OF ENGINEERS 2000 (JMH)
 FF0977'RECOVERED IN GOOD CONDITION.
 FF0977
 FF0977                          STATION RECOVERY (2007)
 FF0977
 FF0977'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2007 (JMH)
 FF0977'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1024 ***********************************************************************
 FF1024  DESIGNATION -  F 218
 FF1024  PID         -  FF1024
 FF1024  STATE/COUNTY-  AR/CRITTENDEN
 FF1024  COUNTRY     -  US
 FF1024  USGS QUAD   -  EDMONDSON (2017)
 FF1024
 FF1024                         *CURRENT SURVEY CONTROL
 FF1024  ______________________________________________________________________
 FF1024* NAD 83(1986) POSITION- 35 03 40.     (N) 090 18 36.     (W)   SCALED
 FF1024* NAVD 88 ORTHO HEIGHT -    71.864 (meters)      235.77  (feet) ADJUSTED
 FF1024  ______________________________________________________________________
 FF1024  GEOID HEIGHT    -        -27.196 (meters)                     GEOID18
 FF1024  DYNAMIC HEIGHT  -         71.799 (meters)      235.56  (feet) COMP
 FF1024  MODELED GRAVITY -    979,729.0   (mgal)                       NAVD 88
 FF1024
 FF1024  VERT ORDER      -  FIRST     CLASS II
 FF1024
 FF1024.The horizontal coordinates were scaled from a map and have
 FF1024.an estimated accuracy of +/- 6 seconds.
 FF1024
 FF1024.The orthometric height was determined by differential leveling and
 FF1024.adjusted by the NATIONAL GEODETIC SURVEY
 FF1024.in June 1991.
 FF1024
 FF1024.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1024.GEOID18 height accuracy estimate available here.
 FF1024
 FF1024.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU453831(NAD 83)
 FF1024
 FF1024                          SUPERSEDED SURVEY CONTROL
 FF1024
 FF1024  NGVD 29 (11/26/84)   71.864  (m)          235.77   (f) ADJUSTED    1 2
 FF1024
 FF1024.Superseded values are not recommended for survey control.
 FF1024
 FF1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1024.See file dsdata.pdf to determine how the superseded data were derived.
 FF1024
 FF1024_MARKER: DV = VERTICAL CONTROL DISK
 FF1024_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FF1024+WITH SETTING: INTO GROUND
 FF1024_STAMPING: F 218 1976
 FF1024_MARK LOGO: NGS
 FF1024_MAGNETIC: I = MARKER IS A STEEL ROD
 FF1024_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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             USACE
 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 ARMY CORPS OF ENGINEERS 2000 (JMH)
 FF1024'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH0213 ***********************************************************************
 EH0213  DESIGNATION -  F 219
 EH0213  PID         -  EH0213
 EH0213  STATE/COUNTY-  AR/CRITTENDEN
 EH0213  COUNTRY     -  US
 EH0213  USGS QUAD   -  COUNCIL (2017)
 EH0213
 EH0213                         *CURRENT SURVEY CONTROL
 EH0213  ______________________________________________________________________
 EH0213* NAD 83(1986) POSITION- 34 51 04.     (N) 090 24 25.     (W)   SCALED
 EH0213* NAVD 88 ORTHO HEIGHT -    67.176 (meters)      220.39  (feet) ADJUSTED
 EH0213  ______________________________________________________________________
 EH0213  GEOID HEIGHT    -        -27.087 (meters)                     GEOID18
 EH0213  DYNAMIC HEIGHT  -         67.114 (meters)      220.19  (feet) COMP
 EH0213  MODELED GRAVITY -    979,707.2   (mgal)                       NAVD 88
 EH0213
 EH0213  VERT ORDER      -  FIRST     CLASS II
 EH0213
 EH0213.The horizontal coordinates were scaled from a map and have
 EH0213.an estimated accuracy of +/- 6 seconds.
 EH0213
 EH0213.The orthometric height was determined by differential leveling and
 EH0213.adjusted by the NATIONAL GEODETIC SURVEY
 EH0213.in June 1991.
 EH0213
 EH0213.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0213.GEOID18 height accuracy estimate available here.
 EH0213
 EH0213.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU370595(NAD 83)
 EH0213
 EH0213                          SUPERSEDED SURVEY CONTROL
 EH0213
 EH0213  NGVD 29 (11/26/84)   67.197  (m)          220.46   (f) ADJUSTED    1 2
 EH0213
 EH0213.Superseded values are not recommended for survey control.
 EH0213
 EH0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0213.See file dsdata.pdf to determine how the superseded data were derived.
 EH0213
 EH0213_MARKER: DV = VERTICAL CONTROL DISK
 EH0213_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0213+WITH SETTING: INTO GROUND
 EH0213_STAMPING: F 219 1976
 EH0213_MARK LOGO: NGS
 EH0213_MAGNETIC: I = MARKER IS A STEEL ROD
 EH0213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 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 FLUSH WITH THE GROUND.  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 = MARCH 20, 2026 22:17:28 EDT
 DM0001 ***********************************************************************
 DM0001  DESIGNATION -  F 22
 DM0001  PID         -  DM0001
 DM0001  STATE/COUNTY-  AR/SEVIER
 DM0001  COUNTRY     -  US
 DM0001  USGS QUAD   -  HORATIO (2017)
 DM0001
 DM0001                         *CURRENT SURVEY CONTROL
 DM0001  ______________________________________________________________________
 DM0001* NAD 83(1986) POSITION- 33 58 37.     (N) 094 21 05.     (W)   SCALED
 DM0001* NAVD 88 ORTHO HEIGHT -   150.615 (meters)      494.14  (feet) ADJUSTED
 DM0001  ______________________________________________________________________
 DM0001  GEOID HEIGHT    -        -27.690 (meters)                     GEOID18
 DM0001  DYNAMIC HEIGHT  -        150.461 (meters)      493.64  (feet) COMP
 DM0001  MODELED GRAVITY -    979,606.6   (mgal)                       NAVD 88
 DM0001
 DM0001  VERT ORDER      -  FIRST     CLASS II
 DM0001
 DM0001.The horizontal coordinates were scaled from a map and have
 DM0001.an estimated accuracy of +/- 6 seconds.
 DM0001
 DM0001.The orthometric height was determined by differential leveling and
 DM0001.adjusted by the NATIONAL GEODETIC SURVEY
 DM0001.in June 1991.
 DM0001
 DM0001.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM0001.GEOID18 height accuracy estimate available here.
 DM0001
 DM0001.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT751604(NAD 83)
 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
 DM0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0001.See file dsdata.pdf to determine how the superseded data were derived.
 DM0001
 DM0001_MARKER: DB = BENCH MARK DISK
 DM0001_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM0001_SP_SET: CULVERT HEADWALL
 DM0001_STAMPING: F 22 1932
 DM0001_MARK LOGO: CGS
 DM0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0001+STABILITY: SURFACE MOTION
 DM0001
 DM0001  HISTORY     - Date     Condition        Report By
 DM0001  HISTORY     - 1932     MONUMENTED       CGS
 DM0001  HISTORY     - 1962     GOOD             CGS
 DM0001  HISTORY     - 1985     MARK NOT FOUND   NGS
 DM0001
 DM0001                          STATION DESCRIPTION
 DM0001
 DM0001'DESCRIBED BY COAST AND 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EH0705 ***********************************************************************
 EH0705  DESIGNATION -  F 220
 EH0705  PID         -  EH0705
 EH0705  STATE/COUNTY-  AR/PHILLIPS
 EH0705  COUNTRY     -  US
 EH0705  USGS QUAD   -  MOON LAKE (2018)
 EH0705
 EH0705                         *CURRENT SURVEY CONTROL
 EH0705  ______________________________________________________________________
 EH0705* NAD 83(1997) POSITION- 34 25 48.04731(N) 090 35 44.60112(W)   ADJUSTED
 EH0705* NAVD 88 ORTHO HEIGHT -    62.363 (meters)      204.60  (feet) ADJUSTED
 EH0705  ______________________________________________________________________
 EH0705  GEOID HEIGHT    -        -26.950 (meters)                     GEOID18
 EH0705  LAPLACE CORR    -          0.80  (seconds)                    DEFLEC18
 EH0705  DYNAMIC HEIGHT  -         62.302 (meters)      204.40  (feet) COMP
 EH0705  MODELED GRAVITY -    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 and
 EH0705.adjusted by the NATIONAL GEODETIC SURVEY
 EH0705.in June 1991.
 EH0705
 EH0705.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0705.GEOID18 height accuracy estimate available here.
 EH0705
 EH0705.Click photographs - Photos may exist for this station.
 EH0705
 EH0705.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999444  x   0.99994223  =   0.99993667
 EH0705!SPC MS W     -   0.99999444  x   0.99995717  =   0.99995161
 EH0705!UTM  15      -   0.99999444  x   1.00020167  =   1.00019611
 EH0705
 EH0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU2092812458(NAD 83)
 EH0705
 EH0705                          SUPERSEDED SURVEY CONTROL
 EH0705
 EH0705  NAD 83(1993)-  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              62.41   (m)          204.8    (f) LEVELING    3  
 EH0705  NGVD 29 (11/26/84)   62.398  (m)          204.72   (f) ADJUSTED    1 2
 EH0705
 EH0705.Superseded values are not recommended for survey control.
 EH0705
 EH0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0705.See file dsdata.pdf to determine how the superseded data were derived.
 EH0705
 EH0705_MARKER: DV = VERTICAL CONTROL 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: I = MARKER IS A STEEL ROD
 EH0705_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH0737 ***********************************************************************
 EH0737  DESIGNATION -  F 221
 EH0737  PID         -  EH0737
 EH0737  STATE/COUNTY-  AR/PHILLIPS
 EH0737  COUNTRY     -  US
 EH0737  USGS QUAD   -  LAMBROOK (2017)
 EH0737
 EH0737                         *CURRENT SURVEY CONTROL
 EH0737  ______________________________________________________________________
 EH0737* NAD 83(1986) POSITION- 34 15 16.     (N) 090 54 40.     (W)   SCALED
 EH0737* NAVD 88 ORTHO HEIGHT -    57.625 (meters)      189.06  (feet) ADJUSTED
 EH0737  ______________________________________________________________________
 EH0737  GEOID HEIGHT    -        -26.762 (meters)                     GEOID18
 EH0737  DYNAMIC HEIGHT  -         57.568 (meters)      188.87  (feet) COMP
 EH0737  MODELED GRAVITY -    979,649.8   (mgal)                       NAVD 88
 EH0737
 EH0737  VERT ORDER      -  FIRST     CLASS II
 EH0737
 EH0737.The horizontal coordinates were scaled from a map and have
 EH0737.an estimated accuracy of +/- 6 seconds.
 EH0737
 EH0737.The orthometric height was determined by differential leveling and
 EH0737.adjusted by the NATIONAL GEODETIC SURVEY
 EH0737.in June 1991.
 EH0737
 EH0737.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0737.GEOID18 height accuracy estimate available here.
 EH0737
 EH0737.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT923923(NAD 83)
 EH0737
 EH0737                          SUPERSEDED SURVEY CONTROL
 EH0737
 EH0737  NGVD 29 (11/26/84)   57.683  (m)          189.25   (f) ADJUSTED    1 2
 EH0737
 EH0737.Superseded values are not recommended for survey control.
 EH0737
 EH0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0737.See file dsdata.pdf to determine how the superseded data were derived.
 EH0737
 EH0737_MARKER: DV = VERTICAL CONTROL 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_MAGNETIC: I = MARKER IS A STEEL ROD
 EH0737_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH0980 ***********************************************************************
 EH0980  DESIGNATION -  F 222
 EH0980  PID         -  EH0980
 EH0980  STATE/COUNTY-  AR/LEE
 EH0980  COUNTRY     -  US
 EH0980  USGS QUAD   -  STUBBS ISLAND (2018)
 EH0980
 EH0980                         *CURRENT SURVEY CONTROL
 EH0980  ______________________________________________________________________
 EH0980* NAD 83(2011) POSITION- 34 43 07.28406(N) 090 35 29.88912(W)   ADJUSTED
 EH0980* NAD 83(2011) ELLIP HT-    37.427 (meters)        (04/01/24)   ADJUSTED
 EH0980* NAD 83(2011) EPOCH   -  2010.00
 EH0980* NAVD 88 ORTHO HEIGHT -    64.395 (meters)      211.27  (feet) ADJUSTED
 EH0980  ______________________________________________________________________
 EH0980  GEOID HEIGHT    -        -26.953 (meters)                     GEOID18
 EH0980  NAD 83(2011) X  -    -54,192.898 (meters)                     COMP
 EH0980  NAD 83(2011) Y  - -5,248,015.130 (meters)                     COMP
 EH0980  NAD 83(2011) Z  -  3,612,280.316 (meters)                     COMP
 EH0980  LAPLACE CORR    -         -0.84  (seconds)                    DEFLEC18
 EH0980  DYNAMIC HEIGHT  -         64.334 (meters)      211.07  (feet) COMP
 EH0980  MODELED GRAVITY -    979,693.5   (mgal)                       NAVD 88
 EH0980
 EH0980  VERT ORDER      -  FIRST     CLASS II
 EH0980
 EH0980  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 EH0980  Standards:
 EH0980         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 EH0980            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 EH0980  -------------------------------------------------------------------
 EH0980  NETWORK    1.03   1.53           0.44   0.40   0.78     -0.07394262
 EH0980  -------------------------------------------------------------------
 EH0980  Click here for local accuracies and other accuracy information.
 EH0980
 EH0980.The horizontal coordinates were established by GPS observations
 EH0980.and adjusted by the ARKANSAS DEPT OF TRANS in April 2024.
 EH0980
 EH0980.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 EH0980.been affixed to the stable North American tectonic plate. See 
 EH0980.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 EH0980
 EH0980.The horizontal coordinates are valid at the epoch date displayed above
 EH0980.which is a decimal equivalence of Year/Month/Day.
 EH0980
 EH0980.The orthometric height was determined by differential leveling and
 EH0980.adjusted by the NATIONAL GEODETIC SURVEY
 EH0980.in June 1991.
 EH0980
 EH0980.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0980.GEOID18 height accuracy estimate available here.
 EH0980
 EH0980.Click photographs - Photos may exist for this station.
 EH0980
 EH0980.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH0980
 EH0980.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH0980
 EH0980.The ellipsoidal height was determined by GPS observations
 EH0980.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 EH0980
 EH0980;                    North         East     Units Scale Factor Converg.
 EH0980;SPC AR S     -   628,488.958   529,000.032   MT  0.99998965   +0 47 17.7
 EH0980;SPC AR S     - 2,061,967.52  1,735,560.94   sFT  0.99998965   +0 47 17.7
 EH0980;UTM  15      - 3,844,488.396   720,539.682   MT  1.00019952   +1 22 20.0
 EH0980
 EH0980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH0980!SPC AR S     -   0.99999413  x   0.99998965  =   0.99998378
 EH0980!UTM  15      -   0.99999413  x   1.00019952  =   1.00019364
 EH0980
 EH0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU2053944488(NAD 83)
 EH0980
 EH0980                          SUPERSEDED SURVEY CONTROL
 EH0980
 EH0980  NGVD 29 (11/26/84)   64.423  (m)          211.36   (f) ADJUSTED    1 2
 EH0980
 EH0980.Superseded values are not recommended for survey control.
 EH0980
 EH0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0980.See file dsdata.pdf to determine how the superseded data were derived.
 EH0980
 EH0980_MARKER: DV = VERTICAL CONTROL 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_MARK LOGO: NGS
 EH0980_PROJECTION: RECESSED 5 CENTIMETERS
 EH0980_MAGNETIC: I = MARKER IS A STEEL ROD
 EH0980_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0980_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0980+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2022
 EH0980
 EH0980  HISTORY     - Date     Condition        Report By
 EH0980  HISTORY     - 1976     MONUMENTED       NGS
 EH0980  HISTORY     - 20030318 GOOD             USACE
 EH0980  HISTORY     - 20220712 GOOD             ARHD
 EH0980
 EH0980                          STATION DESCRIPTION
 EH0980
 EH0980'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 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 FT ENCASED IN A PIPE 2 FT BELOW LEVEE 1 FT SOUTHWEST OF A
 EH0980'WITNESS POST.
 EH0980
 EH0980                          STATION RECOVERY (2003)
 EH0980
 EH0980'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0980'RECOVERED IN GOOD CONDITION.
 EH0980
 EH0980                          STATION RECOVERY (2022)
 EH0980
 EH0980'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2022 (JDH)
 EH0980'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH0771 ***********************************************************************
 EH0771  DESIGNATION -  F 223
 EH0771  PID         -  EH0771
 EH0771  STATE/COUNTY-  AR/DESHA
 EH0771  COUNTRY     -  US
 EH0771  USGS QUAD   -  LACONIA (2017)
 EH0771
 EH0771                         *CURRENT SURVEY CONTROL
 EH0771  ______________________________________________________________________
 EH0771* NAD 83(1986) POSITION- 34 03 32.     (N) 090 55 40.     (W)   SCALED
 EH0771* NAVD 88 ORTHO HEIGHT -    55.585 (meters)      182.37  (feet) ADJUSTED
 EH0771  ______________________________________________________________________
 EH0771  GEOID HEIGHT    -        -26.574 (meters)                     GEOID18
 EH0771  DYNAMIC HEIGHT  -         55.530 (meters)      182.18  (feet) COMP
 EH0771  MODELED GRAVITY -    979,641.0   (mgal)                       NAVD 88
 EH0771
 EH0771  VERT ORDER      -  FIRST     CLASS II
 EH0771
 EH0771.The horizontal coordinates were scaled from a map and have
 EH0771.an estimated accuracy of +/- 6 seconds.
 EH0771
 EH0771.The orthometric height was determined by differential leveling and
 EH0771.adjusted by the NATIONAL GEODETIC SURVEY
 EH0771.in September 2022.
 EH0771
 EH0771.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0771.GEOID18 height accuracy estimate available here.
 EH0771
 EH0771.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT912706(NAD 83)
 EH0771
 EH0771                          SUPERSEDED SURVEY CONTROL
 EH0771
 EH0771  NAVD 88 (06/15/91)   55.566  (m)          182.30   (f) SUPERSEDED  1 2
 EH0771  NGVD 29 (11/26/84)   55.613  (m)          182.46   (f) ADJUSTED    1 2
 EH0771
 EH0771.Superseded values are not recommended for survey control.
 EH0771
 EH0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0771.See file dsdata.pdf to determine how the superseded data were derived.
 EH0771
 EH0771_MARKER: DV = VERTICAL CONTROL 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_MAGNETIC: I = MARKER IS A STEEL ROD
 EH0771_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1486 ***********************************************************************
 EH1486  HT_MOD      -  This is a Height Modernization Survey Station.
 EH1486  DESIGNATION -  F 224
 EH1486  PID         -  EH1486
 EH1486  STATE/COUNTY-  AR/MONROE
 EH1486  COUNTRY     -  US
 EH1486  USGS QUAD   -  TURNER (2017)
 EH1486
 EH1486                         *CURRENT SURVEY CONTROL
 EH1486  ______________________________________________________________________
 EH1486* NAD 83(2011) POSITION- 34 27 07.40896(N) 091 01 53.40853(W)   ADJUSTED
 EH1486* NAD 83(2011) ELLIP HT-    23.703 (meters)        (06/27/12)   ADJUSTED
 EH1486* NAD 83(2011) EPOCH   -  2010.00
 EH1486* NAVD 88 ORTHO HEIGHT -    50.68  (meters)      166.3   (feet) GPS OBS
 EH1486  ______________________________________________________________________
 EH1486  NAVD 88 orthometric height was determined with geoid model    GEOID03
 EH1486  GEOID HEIGHT    -        -26.931 (meters)                     GEOID03
 EH1486  GEOID HEIGHT    -        -26.858 (meters)                     GEOID18
 EH1486  NAD 83(2011) X  -    -94,782.588 (meters)                     COMP
 EH1486  NAD 83(2011) Y  - -5,264,220.112 (meters)                     COMP
 EH1486  NAD 83(2011) Z  -  3,587,921.181 (meters)                     COMP
 EH1486  LAPLACE CORR    -         -1.28  (seconds)                    DEFLEC18
 EH1486
 EH1486  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 EH1486  Standards:
 EH1486         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 EH1486            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 EH1486  -------------------------------------------------------------------
 EH1486  NETWORK    1.29   2.08           0.57   0.48   1.06     -0.03123972
 EH1486  -------------------------------------------------------------------
 EH1486  Click here for local accuracies and other accuracy information.
 EH1486
 EH1486.The horizontal coordinates were established by GPS observations
 EH1486.and adjusted by the National Geodetic Survey in June 2012.
 EH1486
 EH1486.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 EH1486.been affixed to the stable North American tectonic plate. See 
 EH1486.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 EH1486
 EH1486.The horizontal coordinates are valid at the epoch date displayed above
 EH1486.which is a decimal equivalence of Year/Month/Day.
 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.
 EH1486
 EH1486.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1486.GEOID18 height accuracy estimate available here.
 EH1486
 EH1486.Click photographs - Photos may exist for this station.
 EH1486
 EH1486.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH1486
 EH1486.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH1486
 EH1486.The ellipsoidal height was determined by GPS observations
 EH1486.and is referenced to NAD 83.
 EH1486
 EH1486. The following values were computed from the NAD 83(2011) position.
 EH1486
 EH1486;                    North         East     Units Scale Factor Converg.
 EH1486;SPC AR S     -   598,445.282   488,991.465   MT  0.99994496   +0 32 31.4
 EH1486;SPC AR S     - 1,963,399.23  1,604,299.50   sFT  0.99994496   +0 32 31.4
 EH1486;UTM  15      - 3,814,038.868   680,830.770   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU8083014038(NAD 83)
 EH1486
 EH1486                          SUPERSEDED SURVEY CONTROL
 EH1486
 EH1486  NAD 83(2007)-  34 27 07.40896(N)    091 01 53.40953(W) AD(2002.00) 0
 EH1486  ELLIP H (02/10/07)   23.720  (m)                       GP(2002.00)    
 EH1486  NAD 83(1997)-  34 27 07.40867(N)    091 01 53.40900(W) AD(       ) B
 EH1486  ELLIP H (04/05/04)   23.721  (m)                       GP(       ) 3 2
 EH1486  NAVD 88              50.56   (m)          165.9    (f) LEVELING    3  
 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) SUPERSEDED  1 2
 EH1486  NGVD 29 (11/26/84)   50.590  (m)          165.98   (f) ADJUSTED    1 2
 EH1486
 EH1486.Superseded values are not recommended for survey control.
 EH1486
 EH1486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1486.See file dsdata.pdf to determine how the superseded data were derived.
 EH1486
 EH1486_MARKER: DV = VERTICAL CONTROL 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_MARK LOGO: NGS
 EH1486_MAGNETIC: I = MARKER IS A STEEL ROD
 EH1486_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1452 ***********************************************************************
 EH1452  DESIGNATION -  F 225
 EH1452  PID         -  EH1452
 EH1452  STATE/COUNTY-  AR/DESHA
 EH1452  COUNTRY     -  US
 EH1452  USGS QUAD   -  HENRICO SW (2017)
 EH1452
 EH1452                         *CURRENT SURVEY CONTROL
 EH1452  ______________________________________________________________________
 EH1452* NAD 83(1986) POSITION- 34 00 24.     (N) 091 08 07.     (W)   SCALED
 EH1452* NAVD 88 ORTHO HEIGHT -    51.347 (meters)      168.46  (feet) ADJUSTED
 EH1452  ______________________________________________________________________
 EH1452  GEOID HEIGHT    -        -26.424 (meters)                     GEOID18
 EH1452  DYNAMIC HEIGHT  -         51.296 (meters)      168.29  (feet) COMP
 EH1452  MODELED GRAVITY -    979,640.5   (mgal)                       NAVD 88
 EH1452
 EH1452  VERT ORDER      -  FIRST     CLASS II
 EH1452
 EH1452.The horizontal coordinates were scaled from a map and have
 EH1452.an estimated accuracy of +/- 6 seconds.
 EH1452
 EH1452.The orthometric height was determined by differential leveling and
 EH1452.adjusted by the NATIONAL GEODETIC SURVEY
 EH1452.in June 1991.
 EH1452
 EH1452.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1452.GEOID18 height accuracy estimate available here.
 EH1452
 EH1452.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT722644(NAD 83)
 EH1452
 EH1452                          SUPERSEDED SURVEY CONTROL
 EH1452
 EH1452  NGVD 29 (11/26/84)   51.403  (m)          168.64   (f) ADJUSTED    1 2
 EH1452
 EH1452.Superseded values are not recommended for survey control.
 EH1452
 EH1452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1452.See file dsdata.pdf to determine how the superseded data were derived.
 EH1452
 EH1452_MARKER: DV = VERTICAL CONTROL 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_MAGNETIC: I = MARKER IS A STEEL ROD
 EH1452_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1302 ***********************************************************************
 EH1302  DESIGNATION -  F 226
 EH1302  PID         -  EH1302
 EH1302  STATE/COUNTY-  AR/ARKANSAS
 EH1302  COUNTRY     -  US
 EH1302  USGS QUAD   -  ARKANSAS POST (2017)
 EH1302
 EH1302                         *CURRENT SURVEY CONTROL
 EH1302  ______________________________________________________________________
 EH1302* NAD 83(1986) POSITION- 34 02 21.39   (N) 091 22 24.22   (W)   HD_HELD1
 EH1302* NAVD 88 ORTHO HEIGHT -    53.929 (meters)      176.93  (feet) ADJUSTED
 EH1302  ______________________________________________________________________
 EH1302  GEOID HEIGHT    -        -26.156 (meters)                     GEOID18
 EH1302  DYNAMIC HEIGHT  -         53.876 (meters)      176.76  (feet) COMP
 EH1302  MODELED GRAVITY -    979,654.2   (mgal)                       NAVD 88
 EH1302
 EH1302  VERT ORDER      -  FIRST     CLASS II
 EH1302
 EH1302.The horizontal coordinates were determined by differentially corrected
 EH1302.hand held GPS observations or other comparable positioning techniques
 EH1302.and have an estimated accuracy of +/- 3 meters.
 EH1302
 EH1302.The orthometric height was determined by differential leveling and
 EH1302.adjusted by the NATIONAL GEODETIC SURVEY
 EH1302.in June 1991.
 EH1302
 EH1302.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1302.GEOID18 height accuracy estimate available here.
 EH1302
 EH1302.Click photographs - Photos may exist for this station.
 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     -   552,416.0     457,857.1     MT  (+/- 3 meters HH1 GPS) 
 EH1302
 EH1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT5015167703(NAD 83)
 EH1302
 EH1302                          SUPERSEDED SURVEY CONTROL
 EH1302
 EH1302  NGVD 29 (11/26/84)   53.991  (m)          177.14   (f) ADJUSTED    1 2
 EH1302
 EH1302.Superseded values are not recommended for survey control.
 EH1302
 EH1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1302.See file dsdata.pdf to determine how the superseded data were derived.
 EH1302
 EH1302_MARKER: DV = VERTICAL CONTROL 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_MARK LOGO: NGS
 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 - April 09, 2013
 EH1302
 EH1302  HISTORY     - Date     Condition        Report By
 EH1302  HISTORY     - 1976     MONUMENTED       NGS
 EH1302  HISTORY     - 20030417 GOOD             USACE
 EH1302  HISTORY     - 20050325 GOOD             ARHD
 EH1302  HISTORY     - 20130409 GOOD             FAMM
 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 DEPARTMENT OF TRANSPORTATION 2005 (VJB)
 EH1302'RECOVERED IN GOOD CONDITION.
 EH1302
 EH1302                          STATION RECOVERY (2013)
 EH1302
 EH1302'RECOVERY NOTE BY FUGRO AERIAL AND MOBILE MAPPING INC 2013
 EH1302'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0433 ***********************************************************************
 DL0433  DESIGNATION -  F 23
 DL0433  PID         -  DL0433
 DL0433  STATE/COUNTY-  AR/CLARK
 DL0433  COUNTRY     -  US
 DL0433  USGS QUAD   -  GURDON (2017)
 DL0433
 DL0433                         *CURRENT SURVEY CONTROL
 DL0433  ______________________________________________________________________
 DL0433* NAD 83(1986) POSITION- 33 56 34.     (N) 093 07 49.     (W)   SCALED
 DL0433* NAVD 88 ORTHO HEIGHT -    63.337 (meters)      207.80  (feet) ADJUSTED
 DL0433  ______________________________________________________________________
 DL0433  GEOID HEIGHT    -        -26.716 (meters)                     GEOID18
 DL0433  DYNAMIC HEIGHT  -         63.273 (meters)      207.59  (feet) COMP
 DL0433  MODELED GRAVITY -    979,629.4   (mgal)                       NAVD 88
 DL0433
 DL0433  VERT ORDER      -  FIRST     CLASS II
 DL0433
 DL0433.The horizontal coordinates were scaled from a map and have
 DL0433.an estimated accuracy of +/- 6 seconds.
 DL0433
 DL0433.The orthometric height was determined by differential leveling and
 DL0433.adjusted by the NATIONAL GEODETIC SURVEY
 DL0433.in June 1991.
 DL0433
 DL0433.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0433.GEOID18 height accuracy estimate available here.
 DL0433
 DL0433.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT879558(NAD 83)
 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
 DL0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0433.See file dsdata.pdf to determine how the superseded data were derived.
 DL0433
 DL0433_MARKER: DB = BENCH MARK DISK
 DL0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0433_STAMPING: F 23 1932
 DL0433_MARK LOGO: CGS
 DL0433_PROJECTION: FLUSH
 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             CGS
 DL0433  HISTORY     - 20160314 MARK NOT FOUND   ARHD
 DL0433
 DL0433                          STATION DESCRIPTION
 DL0433
 DL0433'DESCRIBED BY COAST AND 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.
 DL0433
 DL0433                          STATION RECOVERY (2016)
 DL0433
 DL0433'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (RTH)
 DL0433'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ2081 ***********************************************************************
 EJ2081  DESIGNATION -  F 24 RESET
 EJ2081  PID         -  EJ2081
 EJ2081  STATE/COUNTY-  AR/MONTGOMERY
 EJ2081  COUNTRY     -  US
 EJ2081  USGS QUAD   -  MOUNT IDA (2017)
 EJ2081
 EJ2081                         *CURRENT SURVEY CONTROL
 EJ2081  ______________________________________________________________________
 EJ2081* NAD 83(1986) POSITION- 34 34 47.     (N) 093 39 41.     (W)   SCALED
 EJ2081* NAVD 88 ORTHO HEIGHT -   217.73  (meters)      714.3   (feet) RESET
 EJ2081  ______________________________________________________________________
 EJ2081  GEOID HEIGHT    -        -28.711 (meters)                     GEOID18
 EJ2081  VERT ORDER      -  THIRD
 EJ2081
 EJ2081.The horizontal coordinates were scaled from a map and have
 EJ2081.an estimated accuracy of +/- 6 seconds.
 EJ2081
 EJ2081.The orthometric height was computed from unverified reset data.
 EJ2081
 EJ2081.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ2081.GEOID18 height accuracy estimate available here.
 EJ2081
 EJ2081.Click photographs - Photos may exist for this station.
 EJ2081
 EJ2081;                    North         East    Units  Estimated Accuracy
 EJ2081;SPC AR S     -   613,420.      247,580.      MT  (+/- 180 meters Scaled)
 EJ2081
 EJ2081_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU393266(NAD 83)
 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
 EJ2081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2081.See file dsdata.pdf to determine how the superseded data were derived.
 EJ2081
 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 DEPARTMENT OF TRANSPORTATION 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 DEPARTMENT OF TRANSPORTATION 2002
 EJ2081'MARK IS NORTH SIDE OF HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0781 ***********************************************************************
 FF0781  DESIGNATION -  F 242
 FF0781  PID         -  FF0781
 FF0781  STATE/COUNTY-  AR/POINSETT
 FF0781  COUNTRY     -  US
 FF0781  USGS QUAD   -  GREENFIELD (2017)
 FF0781
 FF0781                         *CURRENT SURVEY CONTROL
 FF0781  ______________________________________________________________________
 FF0781* NAD 83(1986) POSITION- 35 41 34.     (N) 090 41 51.     (W)   SCALED
 FF0781* NAVD 88 ORTHO HEIGHT -    75.430 (meters)      247.47  (feet) ADJUSTED
 FF0781  ______________________________________________________________________
 FF0781  GEOID HEIGHT    -        -27.740 (meters)                     GEOID18
 FF0781  DYNAMIC HEIGHT  -         75.365 (meters)      247.26  (feet) COMP
 FF0781  MODELED GRAVITY -    979,769.5   (mgal)                       NAVD 88
 FF0781
 FF0781  VERT ORDER      -  FIRST     CLASS II
 FF0781
 FF0781.The horizontal coordinates were scaled from a map and have
 FF0781.an estimated accuracy of +/- 6 seconds.
 FF0781
 FF0781.The orthometric height was determined by differential leveling and
 FF0781.adjusted by the NATIONAL GEODETIC SURVEY
 FF0781.in June 1991.
 FF0781
 FF0781.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0781.GEOID18 height accuracy estimate available here.
 FF0781
 FF0781.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV083523(NAD 83)
 FF0781
 FF0781                          SUPERSEDED SURVEY CONTROL
 FF0781
 FF0781  NGVD 29 (11/26/84)   75.360  (m)          247.24   (f) ADJUSTED    1 2
 FF0781
 FF0781.Superseded values are not recommended for survey control.
 FF0781
 FF0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0781.See file dsdata.pdf to determine how the superseded data were derived.
 FF0781
 FF0781_MARKER: DB = BENCH MARK DISK
 FF0781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0781_STAMPING: F 242 1938
 FF0781_MARK LOGO: CGS
 FF0781_PROJECTION: FLUSH
 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 = MARCH 20, 2026 22:17:28 EDT
 DK0984 ***********************************************************************
 DK0984  DESIGNATION -  F 243
 DK0984  PID         -  DK0984
 DK0984  STATE/COUNTY-  AR/CHICOT
 DK0984  COUNTRY     -  US
 DK0984  USGS QUAD   -  MCGEHEE SOUTH (2017)
 DK0984
 DK0984                         *CURRENT SURVEY CONTROL
 DK0984  ______________________________________________________________________
 DK0984* NAD 83(1986) POSITION- 33 31 08.     (N) 091 26 00.     (W)   SCALED
 DK0984* NAVD 88 ORTHO HEIGHT -    42.455 (meters)      139.29  (feet) ADJUSTED
 DK0984  ______________________________________________________________________
 DK0984  GEOID HEIGHT    -        -26.112 (meters)                     GEOID18
 DK0984  DYNAMIC HEIGHT  -         42.411 (meters)      139.14  (feet) COMP
 DK0984  MODELED GRAVITY -    979,600.3   (mgal)                       NAVD 88
 DK0984
 DK0984  VERT ORDER      -  FIRST     CLASS II
 DK0984
 DK0984.The horizontal coordinates were scaled from a map and have
 DK0984.an estimated accuracy of +/- 6 seconds.
 DK0984
 DK0984.The orthometric height was determined by differential leveling and
 DK0984.adjusted by the NATIONAL GEODETIC SURVEY
 DK0984.in June 1991.
 DK0984
 DK0984.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK0984.GEOID18 height accuracy estimate available here.
 DK0984
 DK0984.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT454099(NAD 83)
 DK0984
 DK0984                          SUPERSEDED SURVEY CONTROL
 DK0984
 DK0984  NGVD 29 (11/26/84)   42.570  (m)          139.67   (f) ADJUSTED    1 2
 DK0984
 DK0984.Superseded values are not recommended for survey control.
 DK0984
 DK0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0984.See file dsdata.pdf to determine how the superseded data were derived.
 DK0984
 DK0984_MARKER: DB = BENCH MARK DISK
 DK0984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0984_STAMPING: F 243 1939
 DK0984_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0876 ***********************************************************************
 EJ0876  DESIGNATION -  F 244
 EJ0876  PID         -  EJ0876
 EJ0876  STATE/COUNTY-  AR/SALINE
 EJ0876  COUNTRY     -  US
 EJ0876  USGS QUAD   -  LAKE NORRELL (2017)
 EJ0876
 EJ0876                         *CURRENT SURVEY CONTROL
 EJ0876  ______________________________________________________________________
 EJ0876* NAD 83(1986) POSITION- 34 40 39.     (N) 092 41 21.     (W)   SCALED
 EJ0876* NAVD 88 ORTHO HEIGHT -   165.335 (meters)      542.44  (feet) ADJUSTED
 EJ0876  ______________________________________________________________________
 EJ0876  GEOID HEIGHT    -        -26.937 (meters)                     GEOID18
 EJ0876  DYNAMIC HEIGHT  -        165.176 (meters)      541.91  (feet) COMP
 EJ0876  MODELED GRAVITY -    979,673.2   (mgal)                       NAVD 88
 EJ0876
 EJ0876  VERT ORDER      -  SECOND    CLASS 0
 EJ0876
 EJ0876.The horizontal coordinates were scaled from a map and have
 EJ0876.an estimated accuracy of +/- 6 seconds.
 EJ0876
 EJ0876.The orthometric height was determined by differential leveling and
 EJ0876.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0876.in June 1991.
 EJ0876
 EJ0876.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0876.GEOID18 height accuracy estimate available here.
 EJ0876
 EJ0876.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU284373(NAD 83)
 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
 EJ0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0876.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0876
 EJ0876_MARKER: DB = BENCH MARK DISK
 EJ0876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0876_STAMPING: F 244 1939
 EJ0876_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0542 ***********************************************************************
 FG0542  DESIGNATION -  F 245
 FG0542  PID         -  FG0542
 FG0542  STATE/COUNTY-  AR/VAN BUREN
 FG0542  COUNTRY     -  US
 FG0542  USGS QUAD   -  BOTKINBURG (2017)
 FG0542
 FG0542                         *CURRENT SURVEY CONTROL
 FG0542  ______________________________________________________________________
 FG0542* NAD 83(1986) POSITION- 35 38 18.     (N) 092 35 05.     (W)   SCALED
 FG0542* NAVD 88 ORTHO HEIGHT -   433.691 (meters)     1422.87  (feet) ADJUSTED
 FG0542  ______________________________________________________________________
 FG0542  GEOID HEIGHT    -        -27.966 (meters)                     GEOID18
 FG0542  DYNAMIC HEIGHT  -        433.280 (meters)     1421.52  (feet) COMP
 FG0542  MODELED GRAVITY -    979,673.1   (mgal)                       NAVD 88
 FG0542
 FG0542  VERT ORDER      -  SECOND    CLASS 0
 FG0542
 FG0542.The horizontal coordinates were scaled from a map and have
 FG0542.an estimated accuracy of +/- 6 seconds.
 FG0542
 FG0542.The orthometric height was determined by differential leveling and
 FG0542.adjusted by the NATIONAL GEODETIC SURVEY
 FG0542.in June 1991.
 FG0542
 FG0542.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0542.GEOID18 height accuracy estimate available here.
 FG0542
 FG0542.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV375439(NAD 83)
 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
 FG0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0542.See file dsdata.pdf to determine how the superseded data were derived.
 FG0542
 FG0542_MARKER: DB = BENCH MARK DISK
 FG0542_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FG0542_SP_SET: CULVERT HEADWALL
 FG0542_STAMPING: F 245 1939
 FG0542_MARK LOGO: CGS
 FG0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0542+STABILITY: SURFACE MOTION
 FG0542
 FG0542  HISTORY     - Date     Condition        Report By
 FG0542  HISTORY     - 1939     MONUMENTED       CGS
 FG0542  HISTORY     - 20151223 MARK NOT FOUND   ARHD
 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.
 FG0542
 FG0542                          STATION RECOVERY (2015)
 FG0542
 FG0542'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (BAB)
 FG0542'HEADWALL NO LONGER EXIST.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1153 ***********************************************************************
 FF1153  DESIGNATION -  F 246
 FF1153  PID         -  FF1153
 FF1153  STATE/COUNTY-  AR/JACKSON
 FF1153  COUNTRY     -  US
 FF1153  USGS QUAD   -  AMAGON (2017)
 FF1153
 FF1153                         *CURRENT SURVEY CONTROL
 FF1153  ______________________________________________________________________
 FF1153* NAD 83(1986) POSITION- 35 36 19.     (N) 091 03 22.     (W)   SCALED
 FF1153* NAVD 88 ORTHO HEIGHT -    71.444 (meters)      234.40  (feet) ADJUSTED
 FF1153  ______________________________________________________________________
 FF1153  GEOID HEIGHT    -        -27.563 (meters)                     GEOID18
 FF1153  DYNAMIC HEIGHT  -         71.383 (meters)      234.20  (feet) COMP
 FF1153  MODELED GRAVITY -    979,768.9   (mgal)                       NAVD 88
 FF1153
 FF1153  VERT ORDER      -  SECOND    CLASS 0
 FF1153
 FF1153.The horizontal coordinates were scaled from a map and have
 FF1153.an estimated accuracy of +/- 6 seconds.
 FF1153
 FF1153.The orthometric height was determined by differential leveling and
 FF1153.adjusted by the NATIONAL GEODETIC SURVEY
 FF1153.in June 1991.
 FF1153
 FF1153.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1153.GEOID18 height accuracy estimate available here.
 FF1153
 FF1153.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV760419(NAD 83)
 FF1153
 FF1153                          SUPERSEDED SURVEY CONTROL
 FF1153
 FF1153  NGVD 29 (11/26/84)   71.375  (m)          234.17   (f) ADJUSTED    2 0
 FF1153
 FF1153.Superseded values are not recommended for survey control.
 FF1153
 FF1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1153.See file dsdata.pdf to determine how the superseded data were derived.
 FF1153
 FF1153_MARKER: DB = BENCH MARK DISK
 FF1153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1153_STAMPING: F 246 1938
 FF1153_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 DL0039 ***********************************************************************
 DL0039  DESIGNATION -  F 247
 DL0039  PID         -  DL0039
 DL0039  STATE/COUNTY-  AR/CALHOUN
 DL0039  COUNTRY     -  US
 DL0039  USGS QUAD   -  BANKS (2017)
 DL0039
 DL0039                         *CURRENT SURVEY CONTROL
 DL0039  ______________________________________________________________________
 DL0039* NAD 83(1986) POSITION- 33 35 16.     (N) 092 21 02.     (W)   SCALED
 DL0039* NAVD 88 ORTHO HEIGHT -    52.504 (meters)      172.26  (feet) ADJUSTED
 DL0039  ______________________________________________________________________
 DL0039  GEOID HEIGHT    -        -26.045 (meters)                     GEOID18
 DL0039  DYNAMIC HEIGHT  -         52.449 (meters)      172.08  (feet) COMP
 DL0039  MODELED GRAVITY -    979,603.3   (mgal)                       NAVD 88
 DL0039
 DL0039  VERT ORDER      -  SECOND    CLASS 0
 DL0039
 DL0039.The horizontal coordinates were scaled from a map and have
 DL0039.an estimated accuracy of +/- 6 seconds.
 DL0039
 DL0039.The orthometric height was determined by differential leveling and
 DL0039.adjusted by the NATIONAL GEODETIC SURVEY
 DL0039.in June 1991.
 DL0039
 DL0039.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0039.GEOID18 height accuracy estimate available here.
 DL0039
 DL0039.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT602166(NAD 83)
 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
 DL0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0039.See file dsdata.pdf to determine how the superseded data were derived.
 DL0039
 DL0039_MARKER: DB = BENCH MARK DISK
 DL0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0039_STAMPING: F 247 1938
 DL0039_MARK LOGO: CGS
 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   CGS
 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 COAST AND GEODETIC SURVEY 1964
 DL0039'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0688 ***********************************************************************
 FG0688  DESIGNATION -  F 248
 FG0688  PID         -  FG0688
 FG0688  STATE/COUNTY-  AR/VAN BUREN
 FG0688  COUNTRY     -  US
 FG0688  USGS QUAD   -  ALREAD (2017)
 FG0688
 FG0688                         *CURRENT SURVEY CONTROL
 FG0688  ______________________________________________________________________
 FG0688* NAD 83(1986) POSITION- 35 37 59.     (N) 092 42 54.     (W)   SCALED
 FG0688* NAVD 88 ORTHO HEIGHT -   495.784 (meters)     1626.58  (feet) ADJUSTED
 FG0688  ______________________________________________________________________
 FG0688  GEOID HEIGHT    -        -28.020 (meters)                     GEOID18
 FG0688  DYNAMIC HEIGHT  -        495.306 (meters)     1625.02  (feet) COMP
 FG0688  MODELED GRAVITY -    979,654.2   (mgal)                       NAVD 88
 FG0688
 FG0688  VERT ORDER      -  SECOND    CLASS 0
 FG0688
 FG0688.The horizontal coordinates were scaled from a map and have
 FG0688.an estimated accuracy of +/- 6 seconds.
 FG0688
 FG0688.The orthometric height was determined by differential leveling and
 FG0688.adjusted by the NATIONAL GEODETIC SURVEY
 FG0688.in June 1991.
 FG0688
 FG0688.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0688.GEOID18 height accuracy estimate available here.
 FG0688
 FG0688.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV258432(NAD 83)
 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
 FG0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0688.See file dsdata.pdf to determine how the superseded data were derived.
 FG0688
 FG0688_MARKER: DB = BENCH MARK DISK
 FG0688_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FG0688_SP_SET: CULVERT HEADWALL
 FG0688_STAMPING: F 248 1939
 FG0688_MARK LOGO: CGS
 FG0688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0688+STABILITY: SURFACE MOTION
 FG0688
 FG0688  HISTORY     - Date     Condition        Report By
 FG0688  HISTORY     - 1939     MONUMENTED       CGS
 FG0688  HISTORY     - 20151212 MARK NOT FOUND   ARHD
 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.
 FG0688
 FG0688                          STATION RECOVERY (2015)
 FG0688
 FG0688'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 FG0688'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1168 ***********************************************************************
 FG1168  DESIGNATION -  F 25
 FG1168  PID         -  FG1168
 FG1168  STATE/COUNTY-  AR/YELL
 FG1168  COUNTRY     -  US
 FG1168  USGS QUAD   -  OLA (2017)
 FG1168
 FG1168                         *CURRENT SURVEY CONTROL
 FG1168  ______________________________________________________________________
 FG1168* NAD 83(1986) POSITION- 35 06 40.     (N) 093 10 30.     (W)   SCALED
 FG1168* NAVD 88 ORTHO HEIGHT -   105.616 (meters)      346.51  (feet) ADJUSTED
 FG1168  ______________________________________________________________________
 FG1168  GEOID HEIGHT    -        -29.287 (meters)                     GEOID18
 FG1168  DYNAMIC HEIGHT  -        105.514 (meters)      346.17  (feet) COMP
 FG1168  MODELED GRAVITY -    979,673.4   (mgal)                       NAVD 88
 FG1168
 FG1168  VERT ORDER      -  SECOND    CLASS 0
 FG1168
 FG1168.The horizontal coordinates were scaled from a map and have
 FG1168.an estimated accuracy of +/- 6 seconds.
 FG1168
 FG1168.The orthometric height was determined by differential leveling and
 FG1168.adjusted by the NATIONAL GEODETIC SURVEY
 FG1168.in June 1991.
 FG1168
 FG1168.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1168.GEOID18 height accuracy estimate available here.
 FG1168
 FG1168.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU840853(NAD 83)
 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
 FG1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1168.See file dsdata.pdf to determine how the superseded data were derived.
 FG1168
 FG1168_MARKER: DB = BENCH MARK DISK
 FG1168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1168_STAMPING: 346.443 F 25 1932
 FG1168_MARK LOGO: CGS
 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 (ALW)
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0525 ***********************************************************************
 EJ0525  DESIGNATION -  F 250
 EJ0525  PID         -  EJ0525
 EJ0525  STATE/COUNTY-  AR/JEFFERSON
 EJ0525  COUNTRY     -  US
 EJ0525  USGS QUAD   -  REDFIELD (2017)
 EJ0525
 EJ0525                         *CURRENT SURVEY CONTROL
 EJ0525  ______________________________________________________________________
 EJ0525* NAD 83(1986) POSITION- 34 23 42.     (N) 092 09 06.     (W)   SCALED
 EJ0525* NAVD 88 ORTHO HEIGHT -   105.964 (meters)      347.65  (feet) ADJUSTED
 EJ0525  ______________________________________________________________________
 EJ0525  GEOID HEIGHT    -        -26.060 (meters)                     GEOID18
 EJ0525  DYNAMIC HEIGHT  -        105.863 (meters)      347.32  (feet) COMP
 EJ0525  MODELED GRAVITY -    979,681.9   (mgal)                       NAVD 88
 EJ0525
 EJ0525  VERT ORDER      -  FIRST     CLASS II
 EJ0525
 EJ0525.The horizontal coordinates were scaled from a map and have
 EJ0525.an estimated accuracy of +/- 6 seconds.
 EJ0525
 EJ0525.The orthometric height was determined by differential leveling and
 EJ0525.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0525.in June 1991.
 EJ0525
 EJ0525.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0525.GEOID18 height accuracy estimate available here.
 EJ0525
 EJ0525.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU779062(NAD 83)
 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
 EJ0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0525.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0525
 EJ0525_MARKER: DB = BENCH MARK DISK
 EJ0525_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0525_STAMPING: F 250 1940
 EJ0525_MARK LOGO: CGS
 EJ0525_PROJECTION: PROJECTING 15 CENTIMETERS
 EJ0525_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1768 ***********************************************************************
 EH1768  DESIGNATION -  F 251
 EH1768  PID         -  EH1768
 EH1768  STATE/COUNTY-  AR/JEFFERSON
 EH1768  COUNTRY     -  US
 EH1768  USGS QUAD   -  ROB ROY (2017)
 EH1768
 EH1768                         *CURRENT SURVEY CONTROL
 EH1768  ______________________________________________________________________
 EH1768* NAD 83(1986) POSITION- 34 18 31.     (N) 091 55 21.     (W)   SCALED
 EH1768* NAVD 88 ORTHO HEIGHT -    64.084 (meters)      210.25  (feet) ADJUSTED
 EH1768  ______________________________________________________________________
 EH1768  GEOID HEIGHT    -        -26.084 (meters)                     GEOID18
 EH1768  DYNAMIC HEIGHT  -         64.022 (meters)      210.05  (feet) COMP
 EH1768  MODELED GRAVITY -    979,671.5   (mgal)                       NAVD 88
 EH1768
 EH1768  VERT ORDER      -  SECOND    CLASS 0
 EH1768
 EH1768.The horizontal coordinates were scaled from a map and have
 EH1768.an estimated accuracy of +/- 6 seconds.
 EH1768
 EH1768.The orthometric height was determined by differential leveling and
 EH1768.adjusted by the NATIONAL GEODETIC SURVEY
 EH1768.in June 1991.
 EH1768
 EH1768.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1768.GEOID18 height accuracy estimate available here.
 EH1768
 EH1768.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT991969(NAD 83)
 EH1768
 EH1768                          SUPERSEDED SURVEY CONTROL
 EH1768
 EH1768  NGVD 29 (11/26/84)   64.114  (m)          210.35   (f) ADJUSTED    2 0
 EH1768
 EH1768.Superseded values are not recommended for survey control.
 EH1768
 EH1768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1768.See file dsdata.pdf to determine how the superseded data were derived.
 EH1768
 EH1768_MARKER: DB = BENCH MARK DISK
 EH1768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1768_STAMPING: F 251 1940
 EH1768_MARK LOGO: CGS
 EH1768_PROJECTION: PROJECTING 13 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0607 ***********************************************************************
 EJ0607  DESIGNATION -  F 252
 EJ0607  PID         -  EJ0607
 EJ0607  STATE/COUNTY-  AR/JEFFERSON
 EJ0607  COUNTRY     -  US
 EJ0607  USGS QUAD   -  WRIGHT (2017)
 EJ0607
 EJ0607                         *CURRENT SURVEY CONTROL
 EJ0607  ______________________________________________________________________
 EJ0607* NAD 83(1986) POSITION- 34 29 02.     (N) 092 05 33.     (W)   SCALED
 EJ0607* NAVD 88 ORTHO HEIGHT -    69.295 (meters)      227.35  (feet) ADJUSTED
 EJ0607  ______________________________________________________________________
 EJ0607  GEOID HEIGHT    -        -26.176 (meters)                     GEOID18
 EJ0607  DYNAMIC HEIGHT  -         69.230 (meters)      227.13  (feet) COMP
 EJ0607  MODELED GRAVITY -    979,693.0   (mgal)                       NAVD 88
 EJ0607
 EJ0607  VERT ORDER      -  SECOND    CLASS 0
 EJ0607
 EJ0607.The horizontal coordinates were scaled from a map and have
 EJ0607.an estimated accuracy of +/- 6 seconds.
 EJ0607
 EJ0607.The orthometric height was determined by differential leveling and
 EJ0607.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0607.in June 1991.
 EJ0607
 EJ0607.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0607.GEOID18 height accuracy estimate available here.
 EJ0607
 EJ0607.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU833161(NAD 83)
 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
 EJ0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0607.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0607
 EJ0607_MARKER: DB = BENCH MARK DISK
 EJ0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0607_STAMPING: F 252 1940
 EJ0607_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1075 ***********************************************************************
 FG1075  DESIGNATION -  F 253 RESET
 FG1075  PID         -  FG1075
 FG1075  STATE/COUNTY-  AR/YELL
 FG1075  COUNTRY     -  US
 FG1075  USGS QUAD   -  DARDANELLE (2017)
 FG1075
 FG1075                         *CURRENT SURVEY CONTROL
 FG1075  ______________________________________________________________________
 FG1075* NAD 83(1986) POSITION- 35 14 07.     (N) 093 10 20.     (W)   SCALED
 FG1075* NAVD 88 ORTHO HEIGHT -   112.71  (+/-2cm)      369.8   (feet) VERTCON3
 FG1075  ______________________________________________________________________
 FG1075  GEOID HEIGHT    -        -29.270 (meters)                     GEOID18
 FG1075  VERT ORDER      -  THIRD (See Below)
 FG1075
 FG1075.The horizontal coordinates were scaled from a 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
 FG1075.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1075.GEOID18 height accuracy estimate available here.
 FG1075
 FG1075.The vertical order pertains to the NGVD 29 superseded value.
 FG1075
 FG1075.Click photographs - Photos may exist for this station.
 FG1075
 FG1075;                    North         East    Units  Estimated Accuracy
 FG1075;SPC AR N     -   100,700.      293,310.      MT  (+/- 180 meters Scaled)
 FG1075
 FG1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU843991(NAD 83)
 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
 FG1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1075.See file dsdata.pdf to determine how the superseded data were derived.
 FG1075
 FG1075_MARKER: DV = VERTICAL CONTROL 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_MARK LOGO: NGS
 FG1075_MAGNETIC: I = MARKER IS A STEEL ROD
 FG1075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG1075
 FG1075  HISTORY     - Date     Condition        Report By
 FG1075  HISTORY     - 1977     MONUMENTED       NGS
 FG1075  HISTORY     - 20100527 MARK NOT FOUND   ARHD
 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.
 FG1075
 FG1075                          STATION RECOVERY (2010)
 FG1075
 FG1075'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2010 (ST)
 FG1075'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1113 ***********************************************************************
 FG1113  DESIGNATION -  F 254
 FG1113  PID         -  FG1113
 FG1113  STATE/COUNTY-  AR/LOGAN
 FG1113  COUNTRY     -  US
 FG1113  USGS QUAD   -  NEW BLAINE (2017)
 FG1113
 FG1113                         *CURRENT SURVEY CONTROL
 FG1113  ______________________________________________________________________
 FG1113* NAD 83(1986) POSITION- 35 21 43.     (N) 093 28 16.     (W)   SCALED
 FG1113* NAVD 88 ORTHO HEIGHT -   138.780 (meters)      455.31  (feet) ADJUSTED
 FG1113  ______________________________________________________________________
 FG1113  GEOID HEIGHT    -        -29.437 (meters)                     GEOID18
 FG1113  DYNAMIC HEIGHT  -        138.650 (meters)      454.89  (feet) COMP
 FG1113  MODELED GRAVITY -    979,696.5   (mgal)                       NAVD 88
 FG1113
 FG1113  VERT ORDER      -  SECOND    CLASS 0
 FG1113
 FG1113.The horizontal coordinates were scaled from a map and have
 FG1113.an estimated accuracy of +/- 6 seconds.
 FG1113
 FG1113.The orthometric height was determined by differential leveling and
 FG1113.adjusted by the NATIONAL GEODETIC SURVEY
 FG1113.in June 1991.
 FG1113
 FG1113.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1113.GEOID18 height accuracy estimate available here.
 FG1113
 FG1113.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV572132(NAD 83)
 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
 FG1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1113.See file dsdata.pdf to determine how the superseded data were derived.
 FG1113
 FG1113_MARKER: DB = BENCH MARK DISK
 FG1113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1113_STAMPING: F 254 1940
 FG1113_MARK LOGO: CGS
 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             CGS
 FG1113
 FG1113                          STATION DESCRIPTION
 FG1113
 FG1113'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1235 ***********************************************************************
 FG1235  DESIGNATION -  F 255
 FG1235  PID         -  FG1235
 FG1235  STATE/COUNTY-  AR/LOGAN
 FG1235  COUNTRY     -  US
 FG1235  USGS QUAD   -  CAULKSVILLE (2017)
 FG1235
 FG1235                         *CURRENT SURVEY CONTROL
 FG1235  ______________________________________________________________________
 FG1235* NAD 83(1986) POSITION- 35 22 12.     (N) 093 46 11.     (W)   SCALED
 FG1235* NAVD 88 ORTHO HEIGHT -   119.803 (meters)      393.05  (feet) ADJUSTED
 FG1235  ______________________________________________________________________
 FG1235  GEOID HEIGHT    -        -29.589 (meters)                     GEOID18
 FG1235  DYNAMIC HEIGHT  -        119.691 (meters)      392.69  (feet) COMP
 FG1235  MODELED GRAVITY -    979,693.7   (mgal)                       NAVD 88
 FG1235
 FG1235  VERT ORDER      -  SECOND    CLASS 0
 FG1235
 FG1235.The horizontal coordinates were scaled from a map and have
 FG1235.an estimated accuracy of +/- 6 seconds.
 FG1235
 FG1235.The orthometric height was determined by differential leveling and
 FG1235.adjusted by the NATIONAL GEODETIC SURVEY
 FG1235.in June 1991.
 FG1235
 FG1235.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1235.GEOID18 height accuracy estimate available here.
 FG1235
 FG1235.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV300143(NAD 83)
 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
 FG1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1235.See file dsdata.pdf to determine how the superseded data were derived.
 FG1235
 FG1235_MARKER: DB = BENCH MARK DISK
 FG1235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1235_STAMPING: F 255 1940
 FG1235_MARK LOGO: CGS
 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             CGS
 FG1235
 FG1235                          STATION DESCRIPTION
 FG1235
 FG1235'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG1236 ***********************************************************************
 FG1236  DESIGNATION -  F 255 RESET
 FG1236  PID         -  FG1236
 FG1236  STATE/COUNTY-  AR/LOGAN
 FG1236  COUNTRY     -  US
 FG1236  USGS QUAD   -  CAULKSVILLE (2017)
 FG1236
 FG1236                         *CURRENT SURVEY CONTROL
 FG1236  ______________________________________________________________________
 FG1236* NAD 83(1986) POSITION- 35 22 12.     (N) 093 46 11.     (W)   SCALED
 FG1236* NAVD 88 ORTHO HEIGHT -   119.47  (meters)      392.0   (feet) RESET
 FG1236  ______________________________________________________________________
 FG1236  GEOID HEIGHT    -        -29.589 (meters)                     GEOID18
 FG1236  VERT ORDER      -  THIRD
 FG1236
 FG1236.The horizontal coordinates were scaled from a map and have
 FG1236.an estimated accuracy of +/- 6 seconds.
 FG1236
 FG1236.The orthometric height was computed from unverified reset data.
 FG1236
 FG1236.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1236.GEOID18 height accuracy estimate available here.
 FG1236
 FG1236.Click photographs - Photos may exist for this station.
 FG1236
 FG1236;                    North         East    Units  Estimated Accuracy
 FG1236;SPC AR N     -   116,450.      239,190.      MT  (+/- 180 meters Scaled)
 FG1236
 FG1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV300143(NAD 83)
 FG1236
 FG1236                          SUPERSEDED SURVEY CONTROL
 FG1236
 FG1236.No superseded survey control is available for this station.
 FG1236
 FG1236_MARKER: DB = BENCH MARK DISK
 FG1236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1236_STAMPING: F 255 RESET 1964
 FG1236_MARK LOGO: CGS
 FG1236_PROJECTION: PROJECTING 8 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FH0183 ***********************************************************************
 FH0183  DESIGNATION -  F 256
 FH0183  PID         -  FH0183
 FH0183  STATE/COUNTY-  AR/SEBASTIAN
 FH0183  COUNTRY     -  US
 FH0183  USGS QUAD   -  MULBERRY (2017)
 FH0183
 FH0183                         *CURRENT SURVEY CONTROL
 FH0183  ______________________________________________________________________
 FH0183* NAD 83(1986) POSITION- 35 25 55.     (N) 094 05 32.     (W)   SCALED
 FH0183* NAVD 88 ORTHO HEIGHT -   149.132 (meters)      489.28  (feet) ADJUSTED
 FH0183  ______________________________________________________________________
 FH0183  GEOID HEIGHT    -        -29.596 (meters)                     GEOID18
 FH0183  DYNAMIC HEIGHT  -        148.993 (meters)      488.82  (feet) COMP
 FH0183  MODELED GRAVITY -    979,701.6   (mgal)                       NAVD 88
 FH0183
 FH0183  VERT ORDER      -  SECOND    CLASS 0
 FH0183
 FH0183.The horizontal coordinates were scaled from a map and have
 FH0183.an estimated accuracy of +/- 6 seconds.
 FH0183
 FH0183.The orthometric height was determined by differential leveling and
 FH0183.adjusted by the NATIONAL GEODETIC SURVEY
 FH0183.in June 1991.
 FH0183
 FH0183.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0183.GEOID18 height accuracy estimate available here.
 FH0183
 FH0183.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV008214(NAD 83)
 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
 FH0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0183.See file dsdata.pdf to determine how the superseded data were derived.
 FH0183
 FH0183_MARKER: DB = BENCH MARK DISK
 FH0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0183_STAMPING: F 256 1940
 FH0183_MARK LOGO: CGS
 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             CGS
 FH0183  HISTORY     - 1984     MARK NOT FOUND   NGS
 FH0183
 FH0183                          STATION DESCRIPTION
 FH0183
 FH0183'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DL1144 ***********************************************************************
 DL1144  DESIGNATION -  F 258
 DL1144  PID         -  DL1144
 DL1144  STATE/COUNTY-  AR/MILLER
 DL1144  COUNTRY     -  US
 DL1144  USGS QUAD   -  GARLAND (2017)
 DL1144
 DL1144                         *CURRENT SURVEY CONTROL
 DL1144  ______________________________________________________________________
 DL1144* NAD 83(1986) POSITION- 33 18 11.     (N) 093 42 15.     (W)   SCALED
 DL1144* NAVD 88 ORTHO HEIGHT -    68.729 (meters)      225.49  (feet) ADJUSTED
 DL1144  ______________________________________________________________________
 DL1144  GEOID HEIGHT    -        -26.725 (meters)                     GEOID18
 DL1144  DYNAMIC HEIGHT  -         68.655 (meters)      225.25  (feet) COMP
 DL1144  MODELED GRAVITY -    979,563.4   (mgal)                       NAVD 88
 DL1144
 DL1144  VERT ORDER      -  FIRST     CLASS I
 DL1144
 DL1144.The horizontal coordinates were scaled from a map and have
 DL1144.an estimated accuracy of +/- 6 seconds.
 DL1144
 DL1144.The orthometric height was determined by differential leveling and
 DL1144.adjusted by the NATIONAL GEODETIC SURVEY
 DL1144.in June 1991.
 DL1144
 DL1144.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1144.GEOID18 height accuracy estimate available here.
 DL1144
 DL1144.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS344851(NAD 83)
 DL1144
 DL1144                          SUPERSEDED SURVEY CONTROL
 DL1144
 DL1144  NGVD 29 (11/26/84)   68.758  (m)          225.58   (f) ADJUSTED    1 1
 DL1144
 DL1144.Superseded values are not recommended for survey control.
 DL1144
 DL1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1144.See file dsdata.pdf to determine how the superseded data were derived.
 DL1144
 DL1144_MARKER: DV = VERTICAL CONTROL DISK
 DL1144_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL1144_STAMPING: F 258 1977
 DL1144_MARK LOGO: NGS
 DL1144_MAGNETIC: I = MARKER IS A STEEL ROD
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1117 ***********************************************************************
 DL1117  DESIGNATION -  F 259
 DL1117  PID         -  DL1117
 DL1117  STATE/COUNTY-  AR/MILLER
 DL1117  COUNTRY     -  US
 DL1117  USGS QUAD   -  DODDRIDGE NE (2017)
 DL1117
 DL1117                         *CURRENT SURVEY CONTROL
 DL1117  ______________________________________________________________________
 DL1117* NAD 83(1986) POSITION- 33 09 08.     (N) 093 52 26.     (W)   SCALED
 DL1117* NAVD 88 ORTHO HEIGHT -    61.890 (meters)      203.05  (feet) ADJUSTED
 DL1117  ______________________________________________________________________
 DL1117  GEOID HEIGHT    -        -26.627 (meters)                     GEOID18
 DL1117  DYNAMIC HEIGHT  -         61.823 (meters)      202.83  (feet) COMP
 DL1117  MODELED GRAVITY -    979,550.8   (mgal)                       NAVD 88
 DL1117
 DL1117  VERT ORDER      -  FIRST     CLASS I
 DL1117
 DL1117.The horizontal coordinates were scaled from a map and have
 DL1117.an estimated accuracy of +/- 6 seconds.
 DL1117
 DL1117.The orthometric height was determined by differential leveling and
 DL1117.adjusted by the NATIONAL GEODETIC SURVEY
 DL1117.in June 1991.
 DL1117
 DL1117.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1117.GEOID18 height accuracy estimate available here.
 DL1117
 DL1117.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS185685(NAD 83)
 DL1117
 DL1117                          SUPERSEDED SURVEY CONTROL
 DL1117
 DL1117  NGVD 29 (11/26/84)   61.921  (m)          203.15   (f) ADJUSTED    1 1
 DL1117
 DL1117.Superseded values are not recommended for survey control.
 DL1117
 DL1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1117.See file dsdata.pdf to determine how the superseded data were derived.
 DL1117
 DL1117_MARKER: DV = VERTICAL CONTROL DISK
 DL1117_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DL1117+WITH SETTING: INTO GROUND
 DL1117_STAMPING: F 259 1977
 DL1117_MARK LOGO: NGS
 DL1117_MAGNETIC: I = MARKER IS A STEEL ROD
 DL1117_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0290 ***********************************************************************
 GE0290  DESIGNATION -  F 26
 GE0290  PID         -  GE0290
 GE0290  STATE/COUNTY-  AR/RANDOLPH
 GE0290  COUNTRY     -  US
 GE0290  USGS QUAD   -  MANSON (2017)
 GE0290
 GE0290                         *CURRENT SURVEY CONTROL
 GE0290  ______________________________________________________________________
 GE0290* NAD 83(1986) POSITION- 36 09 05.     (N) 090 57 48.     (W)   SCALED
 GE0290* NAVD 88 ORTHO HEIGHT -    80.895 (meters)      265.40  (feet) ADJUSTED
 GE0290  ______________________________________________________________________
 GE0290  GEOID HEIGHT    -        -28.154 (meters)                     GEOID18
 GE0290  DYNAMIC HEIGHT  -         80.828 (meters)      265.18  (feet) COMP
 GE0290  MODELED GRAVITY -    979,813.3   (mgal)                       NAVD 88
 GE0290
 GE0290  VERT ORDER      -  FIRST     CLASS II
 GE0290
 GE0290.The horizontal coordinates were scaled from a map and have
 GE0290.an estimated accuracy of +/- 6 seconds.
 GE0290
 GE0290.The orthometric height was determined by differential leveling and
 GE0290.adjusted by the NATIONAL GEODETIC SURVEY
 GE0290.in June 1991.
 GE0290
 GE0290.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0290.GEOID18 height accuracy estimate available here.
 GE0290
 GE0290.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA832026(NAD 83)
 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
 GE0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0290.See file dsdata.pdf to determine how the superseded data were derived.
 GE0290
 GE0290_MARKER: DB = BENCH MARK DISK
 GE0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0290_STAMPING: 265.154 F 26 1932
 GE0290_MARK LOGO: CGS
 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             CGS
 GE0290  HISTORY     - 1965     POOR             USGS
 GE0290  HISTORY     - 20020913 MARK NOT FOUND   USACE
 GE0290
 GE0290                          STATION DESCRIPTION
 GE0290
 GE0290'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DL1173 ***********************************************************************
 DL1173  DESIGNATION -  F 260
 DL1173  PID         -  DL1173
 DL1173  STATE/COUNTY-  AR/MILLER
 DL1173  COUNTRY     -  US
 DL1173  USGS QUAD   -  FULTON (2017)
 DL1173
 DL1173                         *CURRENT SURVEY CONTROL
 DL1173  ______________________________________________________________________
 DL1173* NAD 83(1986) POSITION- 33 34 52.     (N) 093 49 56.     (W)   SCALED
 DL1173* NAVD 88 ORTHO HEIGHT -    76.638 (meters)      251.44  (feet) ADJUSTED
 DL1173  ______________________________________________________________________
 DL1173  GEOID HEIGHT    -        -27.034 (meters)                     GEOID18
 DL1173  DYNAMIC HEIGHT  -         76.558 (meters)      251.17  (feet) COMP
 DL1173  MODELED GRAVITY -    979,584.8   (mgal)                       NAVD 88
 DL1173
 DL1173  VERT ORDER      -  FIRST     CLASS I
 DL1173
 DL1173.The horizontal coordinates were scaled from a map and have
 DL1173.an estimated accuracy of +/- 6 seconds.
 DL1173
 DL1173.The orthometric height was determined by differential leveling and
 DL1173.adjusted by the NATIONAL GEODETIC SURVEY
 DL1173.in June 1991.
 DL1173
 DL1173.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1173.GEOID18 height accuracy estimate available here.
 DL1173
 DL1173.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT227160(NAD 83)
 DL1173
 DL1173                          SUPERSEDED SURVEY CONTROL
 DL1173
 DL1173  NGVD 29 (11/26/84)   76.652  (m)          251.48   (f) ADJUSTED    1 1
 DL1173
 DL1173.Superseded values are not recommended for survey control.
 DL1173
 DL1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1173.See file dsdata.pdf to determine how the superseded data were derived.
 DL1173
 DL1173_MARKER: DV = VERTICAL CONTROL DISK
 DL1173_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DL1173+WITH SETTING: INTO GROUND
 DL1173_STAMPING: F 260 1977
 DL1173_MARK LOGO: NGS
 DL1173_MAGNETIC: I = MARKER IS A STEEL ROD
 DL1173_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL1173
 DL1173  HISTORY     - Date     Condition        Report By
 DL1173  HISTORY     - 1977     MONUMENTED       NGS
 DL1173  HISTORY     - 20130319 MARK NOT FOUND   ARHD
 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.
 DL1173
 DL1173                          STATION RECOVERY (2013)
 DL1173
 DL1173'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (JDH)
 DL1173'THE LAND OWNER SAID THE LEVEE HAD BEEN REDONE ABOUT 10 YEARS AGO WITH
 DL1173'A DOZER.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL1189 ***********************************************************************
 DL1189  DESIGNATION -  F 261
 DL1189  PID         -  DL1189
 DL1189  STATE/COUNTY-  AR/MILLER
 DL1189  COUNTRY     -  US
 DL1189  USGS QUAD   -  HOMAN (2017)
 DL1189
 DL1189                         *CURRENT SURVEY CONTROL
 DL1189  ______________________________________________________________________
 DL1189* NAD 83(1986) POSITION- 33 30 37.9    (N) 093 56 46.5    (W)   HD_HELD2
 DL1189* NAVD 88 ORTHO HEIGHT -    87.338 (meters)      286.54  (feet) ADJUSTED
 DL1189  ______________________________________________________________________
 DL1189  GEOID HEIGHT    -        -26.984 (meters)                     GEOID18
 DL1189  DYNAMIC HEIGHT  -         87.246 (meters)      286.24  (feet) COMP
 DL1189  MODELED GRAVITY -    979,576.6   (mgal)                       NAVD 88
 DL1189
 DL1189  VERT ORDER      -  FIRST     CLASS I
 DL1189
 DL1189.The horizontal coordinates were established by autonomous hand held GPS
 DL1189.observations and have an estimated accuracy of +/- 10 meters.
 DL1189
 DL1189.The orthometric height was determined by differential leveling and
 DL1189.adjusted by the NATIONAL GEODETIC SURVEY
 DL1189.in June 1991.
 DL1189
 DL1189.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1189.GEOID18 height accuracy estimate available here.
 DL1189
 DL1189.Click photographs - Photos may exist for this station.
 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     -   495,314.      219,190.      MT  (+/- 10 meters HH2 GPS)
 DL1189
 DL1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT1211608287(NAD 83)
 DL1189
 DL1189                          SUPERSEDED SURVEY CONTROL
 DL1189
 DL1189  NGVD 29 (11/26/84)   87.353  (m)          286.59   (f) ADJUSTED    1 1
 DL1189
 DL1189.Superseded values are not recommended for survey control.
 DL1189
 DL1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1189.See file dsdata.pdf to determine how the superseded data were derived.
 DL1189
 DL1189_MARKER: DV = VERTICAL CONTROL DISK
 DL1189_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL1189_SP_SET: BRIDGE ABUTMENT
 DL1189_STAMPING: F 261 1977
 DL1189_MARK LOGO: NGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FH0043 ***********************************************************************
 FH0043  DESIGNATION -  F 28
 FH0043  PID         -  FH0043
 FH0043  STATE/COUNTY-  AR/CRAWFORD
 FH0043  COUNTRY     -  US
 FH0043  USGS QUAD   -  MOUNTAINBURG SW (2017)
 FH0043
 FH0043                         *CURRENT SURVEY CONTROL
 FH0043  ______________________________________________________________________
 FH0043* NAD 83(1986) POSITION- 35 35 16.     (N) 094 12 38.     (W)   SCALED
 FH0043* NAVD 88 ORTHO HEIGHT -   200.129 (meters)      656.59  (feet) ADJUSTED
 FH0043  ______________________________________________________________________
 FH0043  GEOID HEIGHT    -        -29.059 (meters)                     GEOID18
 FH0043  DYNAMIC HEIGHT  -        199.943 (meters)      655.98  (feet) COMP
 FH0043  MODELED GRAVITY -    979,697.6   (mgal)                       NAVD 88
 FH0043
 FH0043  VERT ORDER      -  FIRST     CLASS II
 FH0043
 FH0043.The horizontal coordinates were scaled from a map and have
 FH0043.an estimated accuracy of +/- 6 seconds.
 FH0043
 FH0043.The orthometric height was determined by differential leveling and
 FH0043.adjusted by the NATIONAL GEODETIC SURVEY
 FH0043.in June 1991.
 FH0043
 FH0043.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0043.GEOID18 height accuracy estimate available here.
 FH0043
 FH0043.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV903389(NAD 83)
 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
 FH0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0043.See file dsdata.pdf to determine how the superseded data were derived.
 FH0043
 FH0043_MARKER: DB = BENCH MARK DISK
 FH0043_SETTING: 66 = SET IN ROCK OUTCROP
 FH0043_STAMPING: F 28 1932
 FH0043_MARK LOGO: CGS
 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             CGS
 FH0043  HISTORY     - 1968     MARK NOT FOUND   USGS
 FH0043  HISTORY     - 19891103 MARK NOT FOUND   NGS
 FH0043
 FH0043                          STATION DESCRIPTION
 FH0043
 FH0043'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1609 ***********************************************************************
 EJ1609  DESIGNATION -  F 287
 EJ1609  PID         -  EJ1609
 EJ1609  STATE/COUNTY-  AR/PULASKI
 EJ1609  COUNTRY     -  US
 EJ1609  USGS QUAD   -  SWEET HOME (2017)
 EJ1609
 EJ1609                         *CURRENT SURVEY CONTROL
 EJ1609  ______________________________________________________________________
 EJ1609* NAD 83(1986) POSITION- 34 42 17.8    (N) 092 14 31.3    (W)   HD_HELD2
 EJ1609* NAVD 88 ORTHO HEIGHT -   107.576 (meters)      352.94  (feet) ADJUSTED
 EJ1609  ______________________________________________________________________
 EJ1609  GEOID HEIGHT    -        -26.581 (meters)                     GEOID18
 EJ1609  DYNAMIC HEIGHT  -        107.475 (meters)      352.61  (feet) COMP
 EJ1609  MODELED GRAVITY -    979,699.1   (mgal)                       NAVD 88
 EJ1609
 EJ1609  VERT ORDER      -  FIRST     CLASS II
 EJ1609
 EJ1609.The horizontal coordinates were established by autonomous hand held GPS
 EJ1609.observations and have an estimated accuracy of +/- 10 meters.
 EJ1609
 EJ1609.The orthometric height was determined by differential leveling and
 EJ1609.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1609.in June 1991.
 EJ1609
 EJ1609.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1609.GEOID18 height accuracy estimate available here.
 EJ1609
 EJ1609.Click photographs - Photos may exist for this station.
 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     -   626,103.      377,827.      MT  (+/- 10 meters HH2 GPS)
 EJ1609
 EJ1609_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6941440584(NAD 83)
 EJ1609
 EJ1609                          SUPERSEDED SURVEY CONTROL
 EJ1609
 EJ1609.No superseded survey control is available for this station.
 EJ1609
 EJ1609_MARKER: I = METAL ROD
 EJ1609_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EJ1609+WITH SETTING: INFORMATION.
 EJ1609_STAMPING: F 287 1984
 EJ1609_MARK LOGO: NGS
 EJ1609_PROJECTION: FLUSH
 EJ1609_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1609_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EJ1609+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2008
 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  HISTORY     - 20080214 GOOD             ARHD
 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.
 EJ1609
 EJ1609                          STATION RECOVERY (2008)
 EJ1609
 EJ1609'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2008 (WDA)
 EJ1609'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1641 ***********************************************************************
 EJ1641  DESIGNATION -  F 288
 EJ1641  PID         -  EJ1641
 EJ1641  STATE/COUNTY-  AR/JEFFERSON
 EJ1641  COUNTRY     -  US
 EJ1641  USGS QUAD   -  HARDIN (2017)
 EJ1641
 EJ1641                         *CURRENT SURVEY CONTROL
 EJ1641  ______________________________________________________________________
 EJ1641* NAD 83(1986) POSITION- 34 21 39.3    (N) 092 09 20.3    (W)   HD_HELD2
 EJ1641* NAVD 88 ORTHO HEIGHT -   103.382 (meters)      339.18  (feet) ADJUSTED
 EJ1641  ______________________________________________________________________
 EJ1641  GEOID HEIGHT    -        -26.039 (meters)                     GEOID18
 EJ1641  DYNAMIC HEIGHT  -        103.283 (meters)      338.85  (feet) COMP
 EJ1641  MODELED GRAVITY -    979,676.2   (mgal)                       NAVD 88
 EJ1641
 EJ1641  VERT ORDER      -  FIRST     CLASS II
 EJ1641
 EJ1641.The horizontal coordinates were established by autonomous hand held GPS
 EJ1641.observations and have an estimated accuracy of +/- 10 meters.
 EJ1641
 EJ1641.The orthometric height was determined by differential leveling and
 EJ1641.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1641.in June 1991.
 EJ1641
 EJ1641.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1641.GEOID18 height accuracy estimate available here.
 EJ1641
 EJ1641.Click photographs - Photos may exist for this station.
 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     -   587,926.      385,683.      MT  (+/- 10 meters HH2 GPS)
 EJ1641
 EJ1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7764402497(NAD 83)
 EJ1641
 EJ1641                          SUPERSEDED SURVEY CONTROL
 EJ1641
 EJ1641.No superseded survey control is available for this station.
 EJ1641
 EJ1641_MARKER: I = METAL ROD
 EJ1641_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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  HISTORY     - 20150709 MARK NOT FOUND   ARHD
 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.
 EJ1641
 EJ1641                          STATION RECOVERY (2015)
 EJ1641
 EJ1641'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 EJ1641'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH2583 ***********************************************************************
 EH2583  DESIGNATION -  F 289
 EH2583  PID         -  EH2583
 EH2583  STATE/COUNTY-  AR/JEFFERSON
 EH2583  COUNTRY     -  US
 EH2583  USGS QUAD   -  MOSCOW (2017)
 EH2583
 EH2583                         *CURRENT SURVEY CONTROL
 EH2583  ______________________________________________________________________
 EH2583* NAD 83(1986) POSITION- 34 10 48.     (N) 091 51 38.     (W)   SCALED
 EH2583* NAVD 88 ORTHO HEIGHT -    61.013 (meters)      200.17  (feet) ADJUSTED
 EH2583  ______________________________________________________________________
 EH2583  GEOID HEIGHT    -        -25.959 (meters)                     GEOID18
 EH2583  DYNAMIC HEIGHT  -         60.954 (meters)      199.98  (feet) COMP
 EH2583  MODELED GRAVITY -    979,666.9   (mgal)                       NAVD 88
 EH2583
 EH2583  VERT ORDER      -  FIRST     CLASS II
 EH2583
 EH2583.The horizontal coordinates were scaled from a map and have
 EH2583.an estimated accuracy of +/- 6 seconds.
 EH2583
 EH2583.The orthometric height was determined by differential leveling and
 EH2583.adjusted by the NATIONAL GEODETIC SURVEY
 EH2583.in June 1991.
 EH2583
 EH2583.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2583.GEOID18 height accuracy estimate available here.
 EH2583
 EH2583.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT050827(NAD 83)
 EH2583
 EH2583                          SUPERSEDED SURVEY CONTROL
 EH2583
 EH2583.No superseded survey control is available for this station.
 EH2583
 EH2583_MARKER: I = METAL ROD
 EH2583_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 AB2019 ***********************************************************************
 AB2019  DESIGNATION -  F 289 RESET
 AB2019  PID         -  AB2019
 AB2019  STATE/COUNTY-  AR/JEFFERSON
 AB2019  COUNTRY     -  US
 AB2019  USGS QUAD   -  MOSCOW (2017)
 AB2019
 AB2019                         *CURRENT SURVEY CONTROL
 AB2019  ______________________________________________________________________
 AB2019* NAD 83(1986) POSITION- 34 10 48.     (N) 091 51 38.     (W)   SCALED
 AB2019* NAVD 88 ORTHO HEIGHT -    60.97  (meters)      200.0   (feet) RESET
 AB2019  ______________________________________________________________________
 AB2019  GEOID HEIGHT    -        -25.959 (meters)                     GEOID18
 AB2019  VERT ORDER      -  THIRD
 AB2019
 AB2019.The horizontal coordinates were scaled from a map and have
 AB2019.an estimated accuracy of +/- 6 seconds.
 AB2019
 AB2019.The orthometric height was computed from unverified reset data.
 AB2019
 AB2019.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB2019.GEOID18 height accuracy estimate available here.
 AB2019
 AB2019.Click photographs - Photos may exist for this station.
 AB2019
 AB2019;                    North         East    Units  Estimated Accuracy
 AB2019;SPC AR S     -   567,860.      412,850.      MT  (+/- 180 meters Scaled)
 AB2019
 AB2019_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT050827(NAD 83)
 AB2019
 AB2019                          SUPERSEDED SURVEY CONTROL
 AB2019
 AB2019.No superseded survey control is available for this station.
 AB2019
 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 DEPARTMENT OF TRANSPORTATION 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 = MARCH 20, 2026 22:17:28 EDT
 FH0173 ***********************************************************************
 FH0173  DESIGNATION -  F 29
 FH0173  PID         -  FH0173
 FH0173  STATE/COUNTY-  AR/CRAWFORD
 FH0173  COUNTRY     -  US
 FH0173  USGS QUAD   -  MULBERRY (2017)
 FH0173
 FH0173                         *CURRENT SURVEY CONTROL
 FH0173  ______________________________________________________________________
 FH0173* NAD 83(1986) POSITION- 35 29 37.     (N) 094 03 57.     (W)   SCALED
 FH0173* NAVD 88 ORTHO HEIGHT -   122.979 (meters)      403.47  (feet) ADJUSTED
 FH0173  ______________________________________________________________________
 FH0173  GEOID HEIGHT    -        -29.370 (meters)                     GEOID18
 FH0173  DYNAMIC HEIGHT  -        122.867 (meters)      403.11  (feet) COMP
 FH0173  MODELED GRAVITY -    979,719.4   (mgal)                       NAVD 88
 FH0173
 FH0173  VERT ORDER      -  FIRST     CLASS II
 FH0173
 FH0173.The horizontal coordinates were scaled from a map and have
 FH0173.an estimated accuracy of +/- 6 seconds.
 FH0173
 FH0173.The orthometric height was determined by differential leveling and
 FH0173.adjusted by the NATIONAL GEODETIC SURVEY
 FH0173.in June 1991.
 FH0173
 FH0173.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0173.GEOID18 height accuracy estimate available here.
 FH0173
 FH0173.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV033283(NAD 83)
 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
 FH0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0173.See file dsdata.pdf to determine how the superseded data were derived.
 FH0173
 FH0173_MARKER: DB = BENCH MARK DISK
 FH0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0173_STAMPING: 403.267 F 29 1932
 FH0173_MARK LOGO: CGS
 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             CGS
 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1663 ***********************************************************************
 EJ1663  DESIGNATION -  F 290
 EJ1663  PID         -  EJ1663
 EJ1663  STATE/COUNTY-  AR/PULASKI
 EJ1663  COUNTRY     -  US
 EJ1663  USGS QUAD   -  NORTH LITTLE ROCK (2017)
 EJ1663
 EJ1663                         *CURRENT SURVEY CONTROL
 EJ1663  ______________________________________________________________________
 EJ1663* NAD 83(1986) POSITION- 34 47 30.     (N) 092 17 10.     (W)   SCALED
 EJ1663* NAVD 88 ORTHO HEIGHT -    82.098 (meters)      269.35  (feet) ADJUSTED
 EJ1663  ______________________________________________________________________
 EJ1663  GEOID HEIGHT    -        -26.777 (meters)                     GEOID18
 EJ1663  DYNAMIC HEIGHT  -         82.021 (meters)      269.10  (feet) COMP
 EJ1663  MODELED GRAVITY -    979,705.3   (mgal)                       NAVD 88
 EJ1663
 EJ1663  VERT ORDER      -  FIRST     CLASS II
 EJ1663
 EJ1663.The horizontal coordinates were scaled from a map and have
 EJ1663.an estimated accuracy of +/- 6 seconds.
 EJ1663
 EJ1663.The orthometric height was determined by differential leveling and
 EJ1663.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1663.in September 2023.
 EJ1663
 EJ1663.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1663.GEOID18 height accuracy estimate available here.
 EJ1663
 EJ1663.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU653501(NAD 83)
 EJ1663
 EJ1663                          SUPERSEDED SURVEY CONTROL
 EJ1663
 EJ1663  NAVD 88 (06/15/91)   82.086  (m)          269.31   (f) SUPERSEDED  1 2
 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
 EJ1663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1663.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1663
 EJ1663_MARKER: F = FLANGE-ENCASED ROD
 EJ1663_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EJ1663+WITH SETTING: INFORMATION.
 EJ1663_STAMPING: F 290 1984
 EJ1663_MARK LOGO: NGS
 EJ1663_PROJECTION: RECESSED 5 CENTIMETERS
 EJ1663_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1663_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EJ1663+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2016
 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  HISTORY     - 20120508 GOOD             ARHD
 EJ1663  HISTORY     - 20160223 GOOD             ARHD
 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.
 EJ1663
 EJ1663                          STATION RECOVERY (2012)
 EJ1663
 EJ1663'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (JDH)
 EJ1663'RECOVERED AS DESCRIBED.
 EJ1663
 EJ1663                          STATION RECOVERY (2016)
 EJ1663
 EJ1663'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (WDA)
 EJ1663'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1544 ***********************************************************************
 FG1544  DESIGNATION -  F 291
 FG1544  PID         -  FG1544
 FG1544  STATE/COUNTY-  AR/FAULKNER
 FG1544  COUNTRY     -  US
 FG1544  USGS QUAD   -  CONWAY (2017)
 FG1544
 FG1544                         *CURRENT SURVEY CONTROL
 FG1544  ______________________________________________________________________
 FG1544* NAD 83(1986) POSITION- 35 06 49.     (N) 092 29 25.     (W)   SCALED
 FG1544* NAVD 88 ORTHO HEIGHT -   110.152 (meters)      361.39  (feet) ADJUSTED
 FG1544  ______________________________________________________________________
 FG1544  GEOID HEIGHT    -        -28.085 (meters)                     GEOID18
 FG1544  DYNAMIC HEIGHT  -        110.049 (meters)      361.05  (feet) COMP
 FG1544  MODELED GRAVITY -    979,695.6   (mgal)                       NAVD 88
 FG1544
 FG1544  VERT ORDER      -  FIRST     CLASS II
 FG1544
 FG1544.The horizontal coordinates were scaled from a map and have
 FG1544.an estimated accuracy of +/- 6 seconds.
 FG1544
 FG1544.The orthometric height was determined by differential leveling and
 FG1544.adjusted by the NATIONAL GEODETIC SURVEY
 FG1544.in June 1991.
 FG1544
 FG1544.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1544.GEOID18 height accuracy estimate available here.
 FG1544
 FG1544.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU464857(NAD 83)
 FG1544
 FG1544                          SUPERSEDED SURVEY CONTROL
 FG1544
 FG1544  NGVD 29 (06/07/95)  110.184  (m)          361.50   (f) ADJUSTED    1 2
 FG1544
 FG1544.Superseded values are not recommended for survey control.
 FG1544
 FG1544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1544.See file dsdata.pdf to determine how the superseded data were derived.
 FG1544
 FG1544_MARKER: F = FLANGE-ENCASED ROD
 FG1544_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FG1544_STAMPING: F 291 1984
 FG1544_MARK LOGO: NGS
 FG1544_PROJECTION: RECESSED
 FG1544_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1544_ROD/PIPE-DEPTH: 3.1 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 = MARCH 20, 2026 22:17:28 EDT
 DK1729 ***********************************************************************
 DK1729  HT_MOD      -  This is a Height Modernization Survey Station.
 DK1729  DESIGNATION -  F 292
 DK1729  PID         -  DK1729
 DK1729  STATE/COUNTY-  AR/LINCOLN
 DK1729  COUNTRY     -  US
 DK1729  USGS QUAD   -  GOULD (2017)
 DK1729
 DK1729                         *CURRENT SURVEY CONTROL
 DK1729  ______________________________________________________________________
 DK1729* NAD 83(2011) POSITION- 33 58 10.38970(N) 091 32 56.70326(W)   ADJUSTED
 DK1729* NAD 83(2011) ELLIP HT-    23.154 (meters)        (06/27/12)   ADJUSTED
 DK1729* NAD 83(2011) EPOCH   -  2010.00
 DK1729* NAVD 88 ORTHO HEIGHT -    49.25  (meters)      161.6   (feet) GPS OBS
 DK1729  ______________________________________________________________________
 DK1729  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DK1729  GEOID HEIGHT    -        -26.046 (meters)                     GEOID03
 DK1729  GEOID HEIGHT    -        -26.002 (meters)                     GEOID18
 DK1729  NAD 83(2011) X  -   -143,145.934 (meters)                     COMP
 DK1729  NAD 83(2011) Y  - -5,293,230.135 (meters)                     COMP
 DK1729  NAD 83(2011) Z  -  3,543,659.108 (meters)                     COMP
 DK1729  LAPLACE CORR    -         -1.52  (seconds)                    DEFLEC18
 DK1729
 DK1729  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK1729  Standards:
 DK1729         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK1729            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK1729  -------------------------------------------------------------------
 DK1729  NETWORK    1.53   3.16           0.65   0.60   1.61     -0.09847044
 DK1729  -------------------------------------------------------------------
 DK1729  Click here for local accuracies and other accuracy information.
 DK1729
 DK1729.The horizontal coordinates were established by GPS observations
 DK1729.and adjusted by the National Geodetic Survey in June 2012.
 DK1729
 DK1729.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK1729.been affixed to the stable North American tectonic plate. See 
 DK1729.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK1729
 DK1729.The horizontal coordinates are valid at the epoch date displayed above
 DK1729.which is a decimal equivalence of Year/Month/Day.
 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.
 DK1729
 DK1729.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1729.GEOID18 height accuracy estimate available here.
 DK1729
 DK1729.Click photographs - Photos may exist 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 DEFLEC18 derived deflections.
 DK1729
 DK1729.The ellipsoidal height was determined by GPS observations
 DK1729.and is referenced to NAD 83.
 DK1729
 DK1729. The following values were computed from the NAD 83(2011) position.
 DK1729
 DK1729;                    North         East     Units Scale Factor Converg.
 DK1729;SPC AR S     -   544,597.556   441,669.107   MT  0.99991911   +0 15 08.5
 DK1729;SPC AR S     - 1,786,733.81  1,449,042.73   sFT  0.99991911   +0 15 08.5
 DK1729;UTM  15      - 3,759,728.480   634,042.137   MT  0.99982149   +0 48 39.0
 DK1729
 DK1729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK1729!SPC AR S     -   0.99999637  x   0.99991911  =   0.99991548
 DK1729!UTM  15      -   0.99999637  x   0.99982149  =   0.99981786
 DK1729
 DK1729_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT3404259728(NAD 83)
 DK1729
 DK1729                          SUPERSEDED SURVEY CONTROL
 DK1729
 DK1729  NAD 83(2007)-  33 58 10.38967(N)    091 32 56.70425(W) AD(2002.00) 0
 DK1729  ELLIP H (02/10/07)   23.174  (m)                       GP(2002.00)    
 DK1729  NAD 83(1997)-  33 58 10.38944(N)    091 32 56.70355(W) AD(       ) B
 DK1729  ELLIP H (04/05/04)   23.181  (m)                       GP(       ) 4 1
 DK1729  NAVD 88              49.15   (m)          161.3    (f) LEVELING    3  
 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
 DK1729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1729.See file dsdata.pdf to determine how the superseded data were derived.
 DK1729
 DK1729_MARKER: I = METAL ROD
 DK1729_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1568 ***********************************************************************
 FG1568  DESIGNATION -  F 293
 FG1568  PID         -  FG1568
 FG1568  STATE/COUNTY-  AR/POPE
 FG1568  COUNTRY     -  US
 FG1568  USGS QUAD   -  MORRILTON WEST (2017)
 FG1568
 FG1568                         *CURRENT SURVEY CONTROL
 FG1568  ______________________________________________________________________
 FG1568* NAD 83(1986) POSITION- 35 14 12.     (N) 092 51 43.     (W)   SCALED
 FG1568* NAVD 88 ORTHO HEIGHT -    99.409 (meters)      326.14  (feet) ADJUSTED
 FG1568  ______________________________________________________________________
 FG1568  GEOID HEIGHT    -        -28.771 (meters)                     GEOID18
 FG1568  DYNAMIC HEIGHT  -         99.316 (meters)      325.84  (feet) COMP
 FG1568  MODELED GRAVITY -    979,695.9   (mgal)                       NAVD 88
 FG1568
 FG1568  VERT ORDER      -  FIRST     CLASS II
 FG1568
 FG1568.The horizontal coordinates were scaled from a map and have
 FG1568.an estimated accuracy of +/- 6 seconds.
 FG1568
 FG1568.The orthometric height was determined by differential leveling and
 FG1568.adjusted by the NATIONAL GEODETIC SURVEY
 FG1568.in June 1991.
 FG1568
 FG1568.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1568.GEOID18 height accuracy estimate available here.
 FG1568
 FG1568.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU125992(NAD 83)
 FG1568
 FG1568                          SUPERSEDED SURVEY CONTROL
 FG1568
 FG1568.No superseded survey control is available for this station.
 FG1568
 FG1568_MARKER: I = METAL ROD
 FG1568_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1605 ***********************************************************************
 FG1605  DESIGNATION -  F 294
 FG1605  PID         -  FG1605
 FG1605  STATE/COUNTY-  AR/JOHNSON
 FG1605  COUNTRY     -  US
 FG1605  USGS QUAD   -  DELAWARE (2017)
 FG1605
 FG1605                         *CURRENT SURVEY CONTROL
 FG1605  ______________________________________________________________________
 FG1605* NAD 83(1986) POSITION- 35 21 18.     (N) 093 20 29.     (W)   SCALED
 FG1605* NAVD 88 ORTHO HEIGHT -   105.819 (meters)      347.17  (feet) ADJUSTED
 FG1605  ______________________________________________________________________
 FG1605  GEOID HEIGHT    -        -29.337 (meters)                     GEOID18
 FG1605  DYNAMIC HEIGHT  -        105.720 (meters)      346.85  (feet) COMP
 FG1605  MODELED GRAVITY -    979,693.9   (mgal)                       NAVD 88
 FG1605
 FG1605  VERT ORDER      -  FIRST     CLASS II
 FG1605
 FG1605.The horizontal coordinates were scaled from a map and have
 FG1605.an estimated accuracy of +/- 6 seconds.
 FG1605
 FG1605.The orthometric height was determined by differential leveling and
 FG1605.adjusted by the NATIONAL GEODETIC SURVEY
 FG1605.in June 1991.
 FG1605
 FG1605.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1605.GEOID18 height accuracy estimate available here.
 FG1605
 FG1605.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV689124(NAD 83)
 FG1605
 FG1605                          SUPERSEDED SURVEY CONTROL
 FG1605
 FG1605.No superseded survey control is available for this station.
 FG1605
 FG1605_MARKER: I = METAL ROD
 FG1605_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FG1605+WITH SETTING: INFORMATION.
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1657 ***********************************************************************
 FG1657  DESIGNATION -  F 295
 FG1657  PID         -  FG1657
 FG1657  STATE/COUNTY-  AR/FRANKLIN
 FG1657  COUNTRY     -  US
 FG1657  USGS QUAD   -  CECIL (2017)
 FG1657
 FG1657                         *CURRENT SURVEY CONTROL
 FG1657  ______________________________________________________________________
 FG1657* NAD 83(1986) POSITION- 35 26 22.     (N) 093 58 16.     (W)   SCALED
 FG1657* NAVD 88 ORTHO HEIGHT -   249.790 (meters)      819.52  (feet) ADJUSTED
 FG1657  ______________________________________________________________________
 FG1657  GEOID HEIGHT    -        -29.435 (meters)                     GEOID18
 FG1657  DYNAMIC HEIGHT  -        249.557 (meters)      818.75  (feet) COMP
 FG1657  MODELED GRAVITY -    979,691.7   (mgal)                       NAVD 88
 FG1657
 FG1657  VERT ORDER      -  FIRST     CLASS II
 FG1657
 FG1657.The horizontal coordinates were scaled from a map and have
 FG1657.an estimated accuracy of +/- 6 seconds.
 FG1657
 FG1657.The orthometric height was determined by differential leveling and
 FG1657.adjusted by the NATIONAL GEODETIC SURVEY
 FG1657.in June 1991.
 FG1657
 FG1657.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1657.GEOID18 height accuracy estimate available here.
 FG1657
 FG1657.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV118222(NAD 83)
 FG1657
 FG1657                          SUPERSEDED SURVEY CONTROL
 FG1657
 FG1657.No superseded survey control is available for this station.
 FG1657
 FG1657_MARKER: DV = VERTICAL CONTROL DISK
 FG1657_SETTING: 66 = SET IN 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG1657+SATELLITE: SATELLITE OBSERVATIONS - December 31, 2014
 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  HISTORY     - 20141231 GOOD             ARHD
 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.
 FG1657
 FG1657                          STATION RECOVERY (2014)
 FG1657
 FG1657'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (BAB)
 FG1657'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1633 ***********************************************************************
 FG1633  DESIGNATION -  F 296
 FG1633  PID         -  FG1633
 FG1633  STATE/COUNTY-  AR/JOHNSON
 FG1633  COUNTRY     -  US
 FG1633  USGS QUAD   -  COAL HILL (2017)
 FG1633
 FG1633                         *CURRENT SURVEY CONTROL
 FG1633  ______________________________________________________________________
 FG1633* NAD 83(1986) POSITION- 35 26 16.     (N) 093 40 57.     (W)   SCALED
 FG1633* NAVD 88 ORTHO HEIGHT -   151.677 (meters)      497.63  (feet) ADJUSTED
 FG1633  ______________________________________________________________________
 FG1633  GEOID HEIGHT    -        -29.336 (meters)                     GEOID18
 FG1633  DYNAMIC HEIGHT  -        151.536 (meters)      497.16  (feet) COMP
 FG1633  MODELED GRAVITY -    979,704.3   (mgal)                       NAVD 88
 FG1633
 FG1633  VERT ORDER      -  FIRST     CLASS II
 FG1633
 FG1633.The horizontal coordinates were scaled from a map and have
 FG1633.an estimated accuracy of +/- 6 seconds.
 FG1633
 FG1633.The orthometric height was determined by differential leveling and
 FG1633.adjusted by the NATIONAL GEODETIC SURVEY
 FG1633.in June 1991.
 FG1633
 FG1633.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1633.GEOID18 height accuracy estimate available here.
 FG1633
 FG1633.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV380218(NAD 83)
 FG1633
 FG1633                          SUPERSEDED SURVEY CONTROL
 FG1633
 FG1633.No superseded survey control is available for this station.
 FG1633
 FG1633_MARKER: I = METAL ROD
 FG1633_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FG1633_STAMPING: F 296 1984
 FG1633_MARK LOGO: NGS
 FG1633_PROJECTION: FLUSH
 FG1633_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1633_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FG1633+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2015
 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  HISTORY     - 20150206 GOOD             ARHD
 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.
 FG1633
 FG1633                          STATION RECOVERY (2015)
 FG1633
 FG1633'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 FG1633'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FH0788 ***********************************************************************
 FH0788  DESIGNATION -  F 297
 FH0788  PID         -  FH0788
 FH0788  STATE/COUNTY-  AR/SEBASTIAN
 FH0788  COUNTRY     -  US
 FH0788  USGS QUAD   -  LAVACA (2017)
 FH0788
 FH0788                         *CURRENT SURVEY CONTROL
 FH0788  ______________________________________________________________________
 FH0788* NAD 83(1986) POSITION- 35 20 10.     (N) 094 11 18.     (W)   SCALED
 FH0788* NAVD 88 ORTHO HEIGHT -   130.624 (meters)      428.56  (feet) ADJUSTED
 FH0788  ______________________________________________________________________
 FH0788  GEOID HEIGHT    -        -30.027 (meters)                     GEOID18
 FH0788  DYNAMIC HEIGHT  -        130.501 (meters)      428.15  (feet) COMP
 FH0788  MODELED GRAVITY -    979,694.1   (mgal)                       NAVD 88
 FH0788
 FH0788  VERT ORDER      -  FIRST     CLASS II
 FH0788
 FH0788.The horizontal coordinates were scaled from a map and have
 FH0788.an estimated accuracy of +/- 6 seconds.
 FH0788
 FH0788.The orthometric height was determined by differential leveling and
 FH0788.adjusted by the NATIONAL GEODETIC SURVEY
 FH0788.in June 1991.
 FH0788
 FH0788.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0788.GEOID18 height accuracy estimate available here.
 FH0788
 FH0788.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV920109(NAD 83)
 FH0788
 FH0788                          SUPERSEDED SURVEY CONTROL
 FH0788
 FH0788.No superseded survey control is available for this station.
 FH0788
 FH0788_MARKER: I = METAL ROD
 FH0788_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FH0788_STAMPING: F 297 1984
 FH0788_MARK LOGO: NGS
 FH0788_PROJECTION: RECESSED 8 CENTIMETERS
 FH0788_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0788_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH0788+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2012
 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  HISTORY     - 20120730 GOOD             ARHD
 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.
 FH0788
 FH0788                          STATION RECOVERY (2012)
 FH0788
 FH0788'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (CW)
 FH0788'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FH0811 ***********************************************************************
 FH0811  DESIGNATION -  F 298
 FH0811  PID         -  FH0811
 FH0811  STATE/COUNTY-  AR/SEBASTIAN
 FH0811  COUNTRY     -  US
 FH0811  USGS QUAD   -  SOUTH FORT SMITH (2017)
 FH0811
 FH0811                         *CURRENT SURVEY CONTROL
 FH0811  ______________________________________________________________________
 FH0811* NAD 83(1986) POSITION- 35 19 36.6    (N) 094 24 30.0    (W)   HD_HELD2
 FH0811* NAVD 88 ORTHO HEIGHT -   141.595 (meters)      464.55  (feet) ADJUSTED
 FH0811  ______________________________________________________________________
 FH0811  GEOID HEIGHT    -        -30.317 (meters)                     GEOID18
 FH0811  DYNAMIC HEIGHT  -        141.461 (meters)      464.11  (feet) COMP
 FH0811  MODELED GRAVITY -    979,682.9   (mgal)                       NAVD 88
 FH0811
 FH0811  VERT ORDER      -  FIRST     CLASS II
 FH0811
 FH0811.The horizontal coordinates were established by autonomous hand held GPS
 FH0811.observations and have an estimated accuracy of +/- 10 meters.
 FH0811
 FH0811.The orthometric height was determined by differential leveling and
 FH0811.adjusted by the NATIONAL GEODETIC SURVEY
 FH0811.in November 2015.
 FH0811
 FH0811.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0811.GEOID18 height accuracy estimate available here.
 FH0811
 FH0811.Click photographs - Photos may exist for this station.
 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     -   112,898.      181,059.      MT  (+/- 10 meters HH2 GPS)
 FH0811
 FH0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV7199610198(NAD 83)
 FH0811
 FH0811                          SUPERSEDED SURVEY CONTROL
 FH0811
 FH0811  NAVD 88 (06/15/91)  141.602  (m)          464.57   (f) SUPERSEDED  1 2
 FH0811
 FH0811.Superseded values are not recommended for survey control.
 FH0811
 FH0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0811.See file dsdata.pdf to determine how the superseded data were derived.
 FH0811
 FH0811_MARKER: F = FLANGE-ENCASED ROD
 FH0811_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 - December 18, 2014
 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  HISTORY     - 20090726 GOOD             GEOCAC
 FH0811  HISTORY     - 20141218 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 DEPARTMENT OF TRANSPORTATION 2004 (DFC)
 FH0811'RECOVERED IN GOOD CONDITION.
 FH0811
 FH0811                          STATION RECOVERY (2009)
 FH0811
 FH0811'RECOVERY NOTE BY GEOCACHING 2009 (JA)
 FH0811'RECOVERED IN GOOD CONDITION.
 FH0811
 FH0811                          STATION RECOVERY (2014)
 FH0811
 FH0811'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (JDH)
 FH0811'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FH0835 ***********************************************************************
 FH0835  DESIGNATION -  F 299
 FH0835  PID         -  FH0835
 FH0835  STATE/COUNTY-  AR/SCOTT
 FH0835  COUNTRY     -  US
 FH0835  USGS QUAD   -  ABBOTT (2017)
 FH0835
 FH0835                         *CURRENT SURVEY CONTROL
 FH0835  ______________________________________________________________________
 FH0835* NAD 83(1986) POSITION- 35 04 06.     (N) 094 10 44.     (W)   SCALED
 FH0835* NAVD 88 ORTHO HEIGHT -   181.272 (meters)      594.72  (feet) ADJUSTED
 FH0835  ______________________________________________________________________
 FH0835  GEOID HEIGHT    -        -30.678 (meters)                     GEOID18
 FH0835  DYNAMIC HEIGHT  -        181.090 (meters)      594.13  (feet) COMP
 FH0835  MODELED GRAVITY -    979,626.9   (mgal)                       NAVD 88
 FH0835
 FH0835  VERT ORDER      -  FIRST     CLASS II
 FH0835
 FH0835.The horizontal coordinates were scaled from a map and have
 FH0835.an estimated accuracy of +/- 6 seconds.
 FH0835
 FH0835.The orthometric height was determined by differential leveling and
 FH0835.adjusted by the NATIONAL GEODETIC SURVEY
 FH0835.in June 1991.
 FH0835
 FH0835.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0835.GEOID18 height accuracy estimate available here.
 FH0835
 FH0835.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU925812(NAD 83)
 FH0835
 FH0835                          SUPERSEDED SURVEY CONTROL
 FH0835
 FH0835.No superseded survey control is available for this station.
 FH0835
 FH0835_MARKER: DV = VERTICAL CONTROL 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: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0835+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0727 ***********************************************************************
 FF0727  DESIGNATION -  F 3
 FF0727  PID         -  FF0727
 FF0727  STATE/COUNTY-  AR/CRAIGHEAD
 FF0727  COUNTRY     -  US
 FF0727  USGS QUAD   -  HERMAN (2017)
 FF0727
 FF0727                         *CURRENT SURVEY CONTROL
 FF0727  ______________________________________________________________________
 FF0727* NAD 83(1986) POSITION- 35 52 14.     (N) 090 46 26.     (W)   SCALED
 FF0727* NAVD 88 ORTHO HEIGHT -    92.139 (meters)      302.29  (feet) ADJUSTED
 FF0727  ______________________________________________________________________
 FF0727  GEOID HEIGHT    -        -27.821 (meters)                     GEOID18
 FF0727  DYNAMIC HEIGHT  -         92.061 (meters)      302.04  (feet) COMP
 FF0727  MODELED GRAVITY -    979,786.3   (mgal)                       NAVD 88
 FF0727
 FF0727  VERT ORDER      -  FIRST     CLASS II
 FF0727
 FF0727.The horizontal coordinates were scaled from a map and have
 FF0727.an estimated accuracy of +/- 6 seconds.
 FF0727
 FF0727.The orthometric height was determined by differential leveling and
 FF0727.adjusted by the NATIONAL GEODETIC SURVEY
 FF0727.in June 1991.
 FF0727
 FF0727.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0727.GEOID18 height accuracy estimate available here.
 FF0727
 FF0727.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV009718(NAD 83)
 FF0727
 FF0727                          SUPERSEDED SURVEY CONTROL
 FF0727
 FF0727  NGVD 29 (11/26/84)   92.051  (m)          302.00   (f) ADJUSTED    1 2
 FF0727
 FF0727.Superseded values are not recommended for survey control.
 FF0727
 FF0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0727.See file dsdata.pdf to determine how the superseded data were derived.
 FF0727
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0997 ***********************************************************************
 FG0997  DESIGNATION -  F 30
 FG0997  PID         -  FG0997
 FG0997  STATE/COUNTY-  AR/JOHNSON
 FG0997  COUNTRY     -  US
 FG0997  USGS QUAD   -  CLARKSVILLE (2017)
 FG0997
 FG0997                         *CURRENT SURVEY CONTROL
 FG0997  ______________________________________________________________________
 FG0997* NAD 83(1986) POSITION- 35 26 14.     (N) 093 23 30.     (W)   SCALED
 FG0997* NAVD 88 ORTHO HEIGHT -   123.951 (meters)      406.66  (feet) ADJUSTED
 FG0997  ______________________________________________________________________
 FG0997  GEOID HEIGHT    -        -29.189 (meters)                     GEOID18
 FG0997  DYNAMIC HEIGHT  -        123.837 (meters)      406.29  (feet) COMP
 FG0997  MODELED GRAVITY -    979,706.3   (mgal)                       NAVD 88
 FG0997
 FG0997  VERT ORDER      -  FIRST     CLASS II
 FG0997
 FG0997.The horizontal coordinates were scaled from a map and have
 FG0997.an estimated accuracy of +/- 6 seconds.
 FG0997
 FG0997.The orthometric height was determined by differential leveling and
 FG0997.adjusted by the NATIONAL GEODETIC SURVEY
 FG0997.in June 1991.
 FG0997
 FG0997.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0997.GEOID18 height accuracy estimate available here.
 FG0997
 FG0997.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV644216(NAD 83)
 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
 FG0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0997.See file dsdata.pdf to determine how the superseded data were derived.
 FG0997
 FG0997_MARKER: DB = BENCH MARK DISK
 FG0997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0997_STAMPING: F 30 1932
 FG0997_MARK LOGO: CGS
 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             CGS
 FG0997  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG0997
 FG0997                          STATION DESCRIPTION
 FG0997
 FG0997'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EK0695 ***********************************************************************
 EK0695  DESIGNATION -  F 300
 EK0695  PID         -  EK0695
 EK0695  STATE/COUNTY-  AR/SCOTT
 EK0695  COUNTRY     -  US
 EK0695  USGS QUAD   -  Y CITY (2017)
 EK0695
 EK0695                         *CURRENT SURVEY CONTROL
 EK0695  ______________________________________________________________________
 EK0695* NAD 83(1986) POSITION- 34 43 30.     (N) 094 07 23.     (W)   SCALED
 EK0695* NAVD 88 ORTHO HEIGHT -   238.593 (meters)      782.78  (feet) ADJUSTED
 EK0695  ______________________________________________________________________
 EK0695  GEOID HEIGHT    -        -30.414 (meters)                     GEOID18
 EK0695  DYNAMIC HEIGHT  -        238.340 (meters)      781.95  (feet) COMP
 EK0695  MODELED GRAVITY -    979,570.3   (mgal)                       NAVD 88
 EK0695
 EK0695  VERT ORDER      -  FIRST     CLASS II
 EK0695
 EK0695.The horizontal coordinates were scaled from a map and have
 EK0695.an estimated accuracy of +/- 6 seconds.
 EK0695
 EK0695.The orthometric height was determined by differential leveling and
 EK0695.adjusted by the NATIONAL GEODETIC SURVEY
 EK0695.in June 1991.
 EK0695
 EK0695.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0695.GEOID18 height accuracy estimate available here.
 EK0695
 EK0695.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU971431(NAD 83)
 EK0695
 EK0695                          SUPERSEDED SURVEY CONTROL
 EK0695
 EK0695.No superseded survey control is available for this station.
 EK0695
 EK0695_MARKER: I = METAL ROD
 EK0695_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EK0695+WITH SETTING: INFORMATION.
 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 = MARCH 20, 2026 22:17:28 EDT
 EK0722 ***********************************************************************
 EK0722  DESIGNATION -  F 301
 EK0722  PID         -  EK0722
 EK0722  STATE/COUNTY-  AR/POLK
 EK0722  COUNTRY     -  US
 EK0722  USGS QUAD   -  VANDERVOORT (2017)
 EK0722
 EK0722                         *CURRENT SURVEY CONTROL
 EK0722  ______________________________________________________________________
 EK0722* NAD 83(1986) POSITION- 34 29 54.     (N) 094 21 59.     (W)   SCALED
 EK0722* NAVD 88 ORTHO HEIGHT -   302.375 (meters)      992.04  (feet) ADJUSTED
 EK0722  ______________________________________________________________________
 EK0722  GEOID HEIGHT    -        -30.155 (meters)                     GEOID18
 EK0722  DYNAMIC HEIGHT  -        302.048 (meters)      990.97  (feet) COMP
 EK0722  MODELED GRAVITY -    979,545.8   (mgal)                       NAVD 88
 EK0722
 EK0722  VERT ORDER      -  FIRST     CLASS II
 EK0722
 EK0722.The horizontal coordinates were scaled from a map and have
 EK0722.an estimated accuracy of +/- 6 seconds.
 EK0722
 EK0722.The orthometric height was determined by differential leveling and
 EK0722.adjusted by the NATIONAL GEODETIC SURVEY
 EK0722.in June 1991.
 EK0722
 EK0722.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0722.GEOID18 height accuracy estimate available here.
 EK0722
 EK0722.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU745182(NAD 83)
 EK0722
 EK0722                          SUPERSEDED SURVEY CONTROL
 EK0722
 EK0722.No superseded survey control is available for this station.
 EK0722
 EK0722_MARKER: I = METAL ROD
 EK0722_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EK0722+WITH SETTING: INFORMATION.
 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 = MARCH 20, 2026 22:17:28 EDT
 EK0746 ***********************************************************************
 EK0746  DESIGNATION -  F 302
 EK0746  PID         -  EK0746
 EK0746  STATE/COUNTY-  AR/POLK
 EK0746  COUNTRY     -  US
 EK0746  USGS QUAD   -  GILLHAM (2017)
 EK0746
 EK0746                         *CURRENT SURVEY CONTROL
 EK0746  ______________________________________________________________________
 EK0746* NAD 83(1986) POSITION- 34 12 42.     (N) 094 18 33.     (W)   SCALED
 EK0746* NAVD 88 ORTHO HEIGHT -   187.014 (meters)      613.56  (feet) ADJUSTED
 EK0746  ______________________________________________________________________
 EK0746  GEOID HEIGHT    -        -28.416 (meters)                     GEOID18
 EK0746  DYNAMIC HEIGHT  -        186.823 (meters)      612.94  (feet) COMP
 EK0746  MODELED GRAVITY -    979,607.1   (mgal)                       NAVD 88
 EK0746
 EK0746  VERT ORDER      -  FIRST     CLASS II
 EK0746
 EK0746.The horizontal coordinates were scaled from a map and have
 EK0746.an estimated accuracy of +/- 6 seconds.
 EK0746
 EK0746.The orthometric height was determined by differential leveling and
 EK0746.adjusted by the NATIONAL GEODETIC SURVEY
 EK0746.in June 1991.
 EK0746
 EK0746.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0746.GEOID18 height accuracy estimate available here.
 EK0746
 EK0746.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT793864(NAD 83)
 EK0746
 EK0746                          SUPERSEDED SURVEY CONTROL
 EK0746
 EK0746.No superseded survey control is available for this station.
 EK0746
 EK0746_MARKER: DV = VERTICAL CONTROL 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 = MARCH 20, 2026 22:17:28 EDT
 DM1057 ***********************************************************************
 DM1057  DESIGNATION -  F 303
 DM1057  PID         -  DM1057
 DM1057  STATE/COUNTY-  AR/LITTLE RIVER
 DM1057  COUNTRY     -  US
 DM1057  USGS QUAD   -  CERROGORDO (2017)
 DM1057
 DM1057                         *CURRENT SURVEY CONTROL
 DM1057  ______________________________________________________________________
 DM1057* NAD 83(1986) POSITION- 33 54 58.58   (N) 094 23 24.66   (W)   HD_HELD1
 DM1057* NAVD 88 ORTHO HEIGHT -    96.626 (meters)      317.01  (feet) ADJUSTED
 DM1057  ______________________________________________________________________
 DM1057  GEOID HEIGHT    -        -27.555 (meters)                     GEOID18
 DM1057  DYNAMIC HEIGHT  -         96.527 (meters)      316.69  (feet) COMP
 DM1057  MODELED GRAVITY -    979,612.4   (mgal)                       NAVD 88
 DM1057
 DM1057  VERT ORDER      -  FIRST     CLASS II
 DM1057
 DM1057.The horizontal coordinates were determined by differentially corrected
 DM1057.hand held GPS observations or other comparable positioning techniques
 DM1057.and have an estimated accuracy of +/- 3 meters.
 DM1057
 DM1057.The orthometric height was determined by differential leveling and
 DM1057.adjusted by the NATIONAL GEODETIC SURVEY
 DM1057.in June 1991.
 DM1057
 DM1057.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1057.GEOID18 height accuracy estimate available here.
 DM1057
 DM1057.Click photographs - Photos may exist for this station.
 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     -   541,176.4     179,004.6     MT  (+/- 3 meters HH1 GPS) 
 DM1057
 DM1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT7148853742(NAD 83)
 DM1057
 DM1057                          SUPERSEDED SURVEY CONTROL
 DM1057
 DM1057.No superseded survey control is available for this station.
 DM1057
 DM1057_MARKER: DV = VERTICAL CONTROL DISK
 DM1057_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM1057_SP_SET: BRIDGE ABUTMENT
 DM1057_STAMPING: F 303 1985
 DM1057_MARK LOGO: NGS
 DM1057_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1057_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM1057+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2012
 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  HISTORY     - 20121016 GOOD             ARHD
 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.
 DM1057
 DM1057                          STATION RECOVERY (2012)
 DM1057
 DM1057'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (WDA)
 DM1057'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH2617 ***********************************************************************
 EH2617  DESIGNATION -  F 305
 EH2617  PID         -  EH2617
 EH2617  STATE/COUNTY-  AR/PHILLIPS
 EH2617  COUNTRY     -  US
 EH2617  USGS QUAD   -  ELAINE (2017)
 EH2617
 EH2617                         *CURRENT SURVEY CONTROL
 EH2617  ______________________________________________________________________
 EH2617* NAD 83(1997) POSITION- 34 22 06.63902(N) 090 46 26.32145(W)   ADJUSTED
 EH2617* NAD 83(1997) ELLIP HT-    27.697 (meters)        (09/14/99)   ADJUSTED
 EH2617* NAVD 88 ORTHO HEIGHT -    54.464 (meters)      178.69  (feet) ADJUSTED
 EH2617  ______________________________________________________________________
 EH2617  GEOID HEIGHT    -        -26.936 (meters)                     GEOID18
 EH2617  NAD 83(1997) X  -    -71,191.701 (meters)                     COMP
 EH2617  NAD 83(1997) Y  - -5,269,833.206 (meters)                     COMP
 EH2617  NAD 83(1997) Z  -  3,580,277.298 (meters)                     COMP
 EH2617  LAPLACE CORR    -          0.06  (seconds)                    DEFLEC18
 EH2617  DYNAMIC HEIGHT  -         54.411 (meters)      178.51  (feet) COMP
 EH2617  MODELED GRAVITY -    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 and
 EH2617.adjusted by the NATIONAL GEODETIC SURVEY
 EH2617.in June 1991.
 EH2617
 EH2617.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2617.GEOID18 height accuracy estimate available here.
 EH2617
 EH2617.Click photographs - Photos may exist for this station.
 EH2617
 EH2617.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH2617
 EH2617.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2617
 EH2617.The ellipsoidal height was determined by GPS observations
 EH2617.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU0469505262(NAD 83)
 EH2617
 EH2617                          SUPERSEDED SURVEY CONTROL
 EH2617
 EH2617  NAD 83(1993)-  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              54.51   (m)          178.8    (f) LEVELING    3  
 EH2617  NGVD 29 (11/26/84)   54.514  (m)          178.85   (f) ADJUSTED    1 2
 EH2617
 EH2617.Superseded values are not recommended for survey control.
 EH2617
 EH2617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2617.See file dsdata.pdf to determine how the superseded data were derived.
 EH2617
 EH2617_MARKER: I = METAL ROD
 EH2617_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 - October 20, 2004
 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  HISTORY     - 20041020 GOOD             ARHD
 EH2617  HISTORY     - 20160414 MARK NOT FOUND   ARHD
 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.
 EH2617
 EH2617                          STATION RECOVERY (2004)
 EH2617
 EH2617'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2004 (VJB)
 EH2617'WIRE FENCE WITNESS POST AND GATE ARE GONE.
 EH2617
 EH2617                          STATION RECOVERY (2016)
 EH2617
 EH2617'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (VJB)
 EH2617'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DM1162 ***********************************************************************
 DM1162  DESIGNATION -  F 307
 DM1162  PID         -  DM1162
 DM1162  STATE/COUNTY-  AR/MILLER
 DM1162  COUNTRY     -  US
 DM1162  USGS QUAD   -  TEXARKANA (2019)
 DM1162
 DM1162                         *CURRENT SURVEY CONTROL
 DM1162  ______________________________________________________________________
 DM1162* NAD 83(2011) POSITION- 33 25 48.94914(N) 094 01 17.95828(W)   ADJUSTED
 DM1162* NAD 83(2011) ELLIP HT-    67.193 (meters)        (02/11/26)   ADJUSTED
 DM1162* NAD 83(2011) EPOCH   -  2010.00
 DM1162* NAVD 88 ORTHO HEIGHT -    94.107 (meters)      308.75  (feet) ADJUSTED
 DM1162  ______________________________________________________________________
 DM1162  GEOID HEIGHT    -        -26.912 (meters)                     GEOID18
 DM1162  NAD 83(2011) X  -   -373,698.696 (meters)                     COMP
 DM1162  NAD 83(2011) Y  - -5,315,270.214 (meters)                     COMP
 DM1162  NAD 83(2011) Z  -  3,493,918.894 (meters)                     COMP
 DM1162  LAPLACE CORR    -          0.35  (seconds)                    DEFLEC18
 DM1162  DYNAMIC HEIGHT  -         94.006 (meters)      308.42  (feet) COMP
 DM1162  MODELED GRAVITY -    979,572.4   (mgal)                       NAVD 88
 DM1162
 DM1162  VERT ORDER      -  FIRST     CLASS II
 DM1162
 DM1162  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM1162  Standards:
 DM1162         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM1162            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM1162  -------------------------------------------------------------------
 DM1162  NETWORK    0.54   1.35           0.23   0.21   0.69     -0.01351521
 DM1162  -------------------------------------------------------------------
 DM1162  Click here for local accuracies and other accuracy information.
 DM1162
 DM1162.The horizontal coordinates were established by GPS observations
 DM1162.and adjusted by the ARKANSAS DEPT OF TRANS in February 2026.
 DM1162
 DM1162.Refers to NAD 83 (2011) epoch 2010.00 coordinates where the reference 
 DM1162.frame has been affixed to the stable North American tectonic plate 
 DM1162
 DM1162.The horizontal coordinates are valid at the epoch date displayed above
 DM1162.which is a decimal equivalence of Year/Month/Day.
 DM1162
 DM1162.The orthometric height was determined by differential leveling and
 DM1162.adjusted by the NATIONAL GEODETIC SURVEY
 DM1162.in June 1991.
 DM1162
 DM1162.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1162.GEOID18 height accuracy estimate available here.
 DM1162
 DM1162.Click photographs - Photos may exist for this station.
 DM1162
 DM1162.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1162
 DM1162.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM1162
 DM1162.The ellipsoidal height was determined by GPS observations
 DM1162.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 DM1162
 DM1162;                    North         East     Units Scale Factor Converg.
 DM1162;SPC AR S     -   486,549.438   212,009.345   MT  0.99997367   -1 07 53.4
 DM1162;SPC AR S     - 1,596,287.61    695,567.33   sFT  0.99997367   -1 07 53.4
 DM1162;UTM  15      - 3,699,454.191   405,025.169   MT  0.99971121   -0 33 46.4
 DM1162
 DM1162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1162!SPC AR S     -   0.99998945  x   0.99997367  =   0.99996312
 DM1162!UTM  15      -   0.99998945  x   0.99971121  =   0.99970066
 DM1162
 DM1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS0502599454(NAD 83)
 DM1162
 DM1162                          SUPERSEDED SURVEY CONTROL
 DM1162
 DM1162.No superseded survey control is available for this station.
 DM1162
 DM1162_MARKER: F = FLANGE-ENCASED ROD
 DM1162_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM1162_STAMPING: F 307 1985
 DM1162_MARK LOGO: NGS
 DM1162_PROJECTION: RECESSED 2 CENTIMETERS
 DM1162_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DM1162_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1162+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2025
 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  HISTORY     - 20250403 GOOD             ARHD
 DM1162  HISTORY     - 20250506 GOOD             ARHD
 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.
 DM1162
 DM1162                          STATION RECOVERY (2025)
 DM1162
 DM1162'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2025 (JH)
 DM1162'RECOVERED IN GOOD CONDITION.
 DM1162
 DM1162                          STATION RECOVERY (2025)
 DM1162
 DM1162'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2025 (JDH)
 DM1162'RECOVERED IN GOOD CONDITION.
 DM1162'
 DM1162'NOTE-ADDED A MAGNET IN THE SAND UNDER THE LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DM1101 ***********************************************************************
 DM1101  DESIGNATION -  F 308
 DM1101  PID         -  DM1101
 DM1101  STATE/COUNTY-  AR/LITTLE RIVER
 DM1101  COUNTRY     -  US
 DM1101  USGS QUAD   -  FOREMAN (2017)
 DM1101
 DM1101                         *CURRENT SURVEY CONTROL
 DM1101  ______________________________________________________________________
 DM1101* NAD 83(1986) POSITION- 33 42 53.     (N) 094 23 32.     (W)   SCALED
 DM1101* NAVD 88 ORTHO HEIGHT -   125.614 (meters)      412.12  (feet) ADJUSTED
 DM1101  ______________________________________________________________________
 DM1101  GEOID HEIGHT    -        -27.100 (meters)                     GEOID18
 DM1101  DYNAMIC HEIGHT  -        125.484 (meters)      411.69  (feet) COMP
 DM1101  MODELED GRAVITY -    979,600.6   (mgal)                       NAVD 88
 DM1101
 DM1101  VERT ORDER      -  FIRST     CLASS II
 DM1101
 DM1101.The horizontal coordinates were scaled from a map and have
 DM1101.an estimated accuracy of +/- 6 seconds.
 DM1101
 DM1101.The orthometric height was determined by differential leveling and
 DM1101.adjusted by the NATIONAL GEODETIC SURVEY
 DM1101.in June 1991.
 DM1101
 DM1101.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1101.GEOID18 height accuracy estimate available here.
 DM1101
 DM1101.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT709313(NAD 83)
 DM1101
 DM1101                          SUPERSEDED SURVEY CONTROL
 DM1101
 DM1101.No superseded survey control is available for this station.
 DM1101
 DM1101_MARKER: I = METAL ROD
 DM1101_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DM1101+WITH SETTING: INFORMATION.
 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 = MARCH 20, 2026 22:17:28 EDT
 GG0912 ***********************************************************************
 GG0912  DESIGNATION -  F 309
 GG0912  PID         -  GG0912
 GG0912  STATE/COUNTY-  AR/WASHINGTON
 GG0912  COUNTRY     -  US
 GG0912  USGS QUAD   -  SPRINGDALE (2017)
 GG0912
 GG0912                         *CURRENT SURVEY CONTROL
 GG0912  ______________________________________________________________________
 GG0912* NAD 83(1986) POSITION- 36 11 17.3    (N) 094 07 38.0    (W)   HD_HELD2
 GG0912* NAVD 88 ORTHO HEIGHT -   404.274 (meters)     1326.36  (feet) ADJUSTED
 GG0912  ______________________________________________________________________
 GG0912  GEOID HEIGHT    -        -28.073 (meters)                     GEOID18
 GG0912  DYNAMIC HEIGHT  -        403.913 (meters)     1325.17  (feet) COMP
 GG0912  MODELED GRAVITY -    979,728.2   (mgal)                       NAVD 88
 GG0912
 GG0912  VERT ORDER      -  FIRST     CLASS II
 GG0912
 GG0912.The horizontal coordinates were established by autonomous hand held GPS
 GG0912.observations and have an estimated accuracy of +/- 10 meters.
 GG0912
 GG0912.The orthometric height was determined by differential leveling and
 GG0912.adjusted by the NATIONAL GEODETIC SURVEY
 GG0912.in June 1991.
 GG0912
 GG0912.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0912.GEOID18 height accuracy estimate available here.
 GG0912
 GG0912.Click photographs - Photos may exist for this station.
 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     -   207,848.      208,675.      MT  (+/- 10 meters HH2 GPS)
 GG0912
 GG0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA9864605404(NAD 83)
 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
 GG0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0912.See file dsdata.pdf to determine how the superseded data were derived.
 GG0912
 GG0912_MARKER: F = FLANGE-ENCASED ROD
 GG0912_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 SUITABLE FOR
 GG0912+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2017
 GG0912_ROD/PIPE-DEPTH: 3.2 meters
 GG0912
 GG0912  HISTORY     - Date     Condition        Report By
 GG0912  HISTORY     - 1989     MONUMENTED       NGS
 GG0912  HISTORY     - 20120209 GOOD             ARHD
 GG0912  HISTORY     - 20170404 GOOD             ARHD
 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.
 GG0912
 GG0912                          STATION RECOVERY (2012)
 GG0912
 GG0912'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (JDH)
 GG0912'RECOVERED AS DESCRIBED.
 GG0912
 GG0912                          STATION RECOVERY (2017)
 GG0912
 GG0912'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2017 (JDH)
 GG0912'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DM0053 ***********************************************************************
 DM0053  DESIGNATION -  F 31
 DM0053  PID         -  DM0053
 DM0053  STATE/COUNTY-  AR/LITTLE RIVER
 DM0053  COUNTRY     -  US
 DM0053  USGS QUAD   -  ASHDOWN WEST (2017)
 DM0053
 DM0053                         *CURRENT SURVEY CONTROL
 DM0053  ______________________________________________________________________
 DM0053* NAD 83(1986) POSITION- 33 40 30.     (N) 094 08 15.     (W)   SCALED
 DM0053* NAVD 88 ORTHO HEIGHT -    99.788 (meters)      327.39  (feet) ADJUSTED
 DM0053  ______________________________________________________________________
 DM0053  GEOID HEIGHT    -        -27.066 (meters)                     GEOID18
 DM0053  DYNAMIC HEIGHT  -         99.684 (meters)      327.05  (feet) COMP
 DM0053  MODELED GRAVITY -    979,598.5   (mgal)                       NAVD 88
 DM0053
 DM0053  VERT ORDER      -  FIRST     CLASS II
 DM0053
 DM0053.The horizontal coordinates were scaled from a map and have
 DM0053.an estimated accuracy of +/- 6 seconds.
 DM0053
 DM0053.The orthometric height was determined by differential leveling and
 DM0053.adjusted by the NATIONAL GEODETIC SURVEY
 DM0053.in June 1991.
 DM0053
 DM0053.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM0053.GEOID18 height accuracy estimate available here.
 DM0053
 DM0053.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT945267(NAD 83)
 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
 DM0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0053.See file dsdata.pdf to determine how the superseded data were derived.
 DM0053
 DM0053_MARKER: DB = BENCH MARK DISK
 DM0053_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM0053_SP_SET: WATER TRANK LEG
 DM0053_STAMPING: F 31 1934
 DM0053_MARK LOGO: CGS
 DM0053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1252 ***********************************************************************
 DL1252  DESIGNATION -  F 310
 DL1252  PID         -  DL1252
 DL1252  STATE/COUNTY-  AR/MILLER
 DL1252  COUNTRY     -  US
 DL1252  USGS QUAD   -  GARLAND (2017)
 DL1252
 DL1252                         *CURRENT SURVEY CONTROL
 DL1252  ______________________________________________________________________
 DL1252* NAD 83(1986) POSITION- 33 22 02.     (N) 093 43 00.     (W)   SCALED
 DL1252* NAVD 88 ORTHO HEIGHT -    71.379 (meters)      234.18  (feet) ADJUSTED
 DL1252  ______________________________________________________________________
 DL1252  GEOID HEIGHT    -        -26.808 (meters)                     GEOID18
 DL1252  DYNAMIC HEIGHT  -         71.303 (meters)      233.93  (feet) COMP
 DL1252  MODELED GRAVITY -    979,567.9   (mgal)                       NAVD 88
 DL1252
 DL1252  VERT ORDER      -  FIRST     CLASS II
 DL1252
 DL1252.The horizontal coordinates were scaled from a map and have
 DL1252.an estimated accuracy of +/- 6 seconds.
 DL1252
 DL1252.The orthometric height was determined by differential leveling and
 DL1252.adjusted by the NATIONAL GEODETIC SURVEY
 DL1252.in June 1991.
 DL1252
 DL1252.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1252.GEOID18 height accuracy estimate available here.
 DL1252
 DL1252.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS333922(NAD 83)
 DL1252
 DL1252                          SUPERSEDED SURVEY CONTROL
 DL1252
 DL1252.No superseded survey control is available for this station.
 DL1252
 DL1252_MARKER: I = METAL ROD
 DL1252_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 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 DEPARTMENT OF TRANSPORTATION 2004 (WDA)
 DL1252'FRONT STREET IS NOW MARTIN LUTHER KING STREET.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FH1255 ***********************************************************************
 FH1255  DESIGNATION -  F 311
 FH1255  PID         -  FH1255
 FH1255  STATE/COUNTY-  AR/SEBASTIAN
 FH1255  COUNTRY     -  US
 FH1255  USGS QUAD   -  FORT SMITH (2017)
 FH1255
 FH1255                         *CURRENT SURVEY CONTROL
 FH1255  ______________________________________________________________________
 FH1255* NAD 83(1986) POSITION- 35 25 38.     (N) 094 22 38.     (W)   SCALED
 FH1255* NAVD 88 ORTHO HEIGHT -   136.157 (meters)      446.71  (feet) ADJUSTED
 FH1255  ______________________________________________________________________
 FH1255  GEOID HEIGHT    -        -29.921 (meters)                     GEOID18
 FH1255  DYNAMIC HEIGHT  -        136.030 (meters)      446.29  (feet) COMP
 FH1255  MODELED GRAVITY -    979,693.8   (mgal)                       NAVD 88
 FH1255
 FH1255  VERT ORDER      -  FIRST     CLASS II
 FH1255
 FH1255.The horizontal coordinates were scaled from a map and have
 FH1255.an estimated accuracy of +/- 6 seconds.
 FH1255
 FH1255.The orthometric height was determined by differential leveling and
 FH1255.adjusted by the NATIONAL GEODETIC SURVEY
 FH1255.in June 1991.
 FH1255
 FH1255.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1255.GEOID18 height accuracy estimate available here.
 FH1255
 FH1255.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV749212(NAD 83)
 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
 FH1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1255.See file dsdata.pdf to determine how the superseded data were derived.
 FH1255
 FH1255_MARKER: I = METAL ROD
 FH1255_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 FH1238 ***********************************************************************
 FH1238  DESIGNATION -  F 312
 FH1238  PID         -  FH1238
 FH1238  STATE/COUNTY-  AR/WASHINGTON
 FH1238  COUNTRY     -  US
 FH1238  USGS QUAD   -  WINSLOW (2017)
 FH1238
 FH1238                         *CURRENT SURVEY CONTROL
 FH1238  ______________________________________________________________________
 FH1238* NAD 83(1986) POSITION- 35 47 48.1    (N) 094 07 40.0    (W)   HD_HELD2
 FH1238* NAVD 88 ORTHO HEIGHT -   574.760 (meters)     1885.69  (feet) ADJUSTED
 FH1238  ______________________________________________________________________
 FH1238  GEOID HEIGHT    -        -28.189 (meters)                     GEOID18
 FH1238  DYNAMIC HEIGHT  -        574.211 (meters)     1883.89  (feet) COMP
 FH1238  MODELED GRAVITY -    979,658.7   (mgal)                       NAVD 88
 FH1238
 FH1238  VERT ORDER      -  FIRST     CLASS II
 FH1238
 FH1238.The horizontal coordinates were established by autonomous hand held GPS
 FH1238.observations and have an estimated accuracy of +/- 10 meters.
 FH1238
 FH1238.The orthometric height was determined by differential leveling and
 FH1238.adjusted by the NATIONAL GEODETIC SURVEY
 FH1238.in June 1991.
 FH1238
 FH1238.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1238.GEOID18 height accuracy estimate available here.
 FH1238
 FH1238.Click photographs - Photos may exist for this station.
 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     -   164,426.      207,686.      MT  (+/- 10 meters HH2 GPS)
 FH1238
 FH1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9809361985(NAD 83)
 FH1238
 FH1238                          SUPERSEDED SURVEY CONTROL
 FH1238
 FH1238  NGVD 29 (10/05/93)  574.603  (m)         1885.18   (f) ADJUSTED    1 2
 FH1238
 FH1238.Superseded values are not recommended for survey control.
 FH1238
 FH1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1238.See file dsdata.pdf to determine how the superseded data were derived.
 FH1238
 FH1238_MARKER: DV = VERTICAL CONTROL DISK
 FH1238_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FH1238_SP_SET: WALL
 FH1238_STAMPING: F 312 1989
 FH1238_MARK LOGO: NGS
 FH1238_MAGNETIC: N = NO MAGNETIC MATERIAL
 FH1238_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH1238_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH1238+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2014
 FH1238
 FH1238  HISTORY     - Date     Condition        Report By
 FH1238  HISTORY     - 1989     MONUMENTED       NGS
 FH1238  HISTORY     - 20140505 GOOD             ARHD
 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.
 FH1238
 FH1238                          STATION RECOVERY (2014)
 FH1238
 FH1238'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (JMS)
 FH1238'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GG0923 ***********************************************************************
 GG0923  DESIGNATION -  F 313
 GG0923  PID         -  GG0923
 GG0923  STATE/COUNTY-  AR/BENTON
 GG0923  COUNTRY     -  US
 GG0923  USGS QUAD   -  PEA RIDGE (2017)
 GG0923
 GG0923                         *CURRENT SURVEY CONTROL
 GG0923  ______________________________________________________________________
 GG0923* NAD 83(1986) POSITION- 36 23 33.     (N) 094 05 01.     (W)   SCALED
 GG0923* NAVD 88 ORTHO HEIGHT -   412.172 (meters)     1352.27  (feet) ADJUSTED
 GG0923  ______________________________________________________________________
 GG0923  GEOID HEIGHT    -        -28.195 (meters)                     GEOID18
 GG0923  DYNAMIC HEIGHT  -        411.810 (meters)     1351.08  (feet) COMP
 GG0923  MODELED GRAVITY -    979,741.7   (mgal)                       NAVD 88
 GG0923
 GG0923  VERT ORDER      -  FIRST     CLASS II
 GG0923
 GG0923.The horizontal coordinates were scaled from a map and have
 GG0923.an estimated accuracy of +/- 6 seconds.
 GG0923
 GG0923.The orthometric height was determined by differential leveling and
 GG0923.adjusted by the NATIONAL GEODETIC SURVEY
 GG0923.in June 1991.
 GG0923
 GG0923.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0923.GEOID18 height accuracy estimate available here.
 GG0923
 GG0923.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA028280(NAD 83)
 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
 GG0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0923.See file dsdata.pdf to determine how the superseded data were derived.
 GG0923
 GG0923_MARKER: I = METAL ROD
 GG0923_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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  HISTORY     - 20120207 MARK NOT FOUND   ARHD
 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.
 GG0923
 GG0923                          STATION RECOVERY (2012)
 GG0923
 GG0923'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (AMC)
 GG0923'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF2176 ***********************************************************************
 FF2176  DESIGNATION -  F 314
 FF2176  PID         -  FF2176
 FF2176  STATE/COUNTY-  AR/CRITTENDEN
 FF2176  COUNTRY     -  US
 FF2176  USGS QUAD   -  JERICHO (2017)
 FF2176
 FF2176                         *CURRENT SURVEY CONTROL
 FF2176  ______________________________________________________________________
 FF2176* NAD 83(1986) POSITION- 35 19 21.     (N) 090 14 29.     (W)   SCALED
 FF2176* NAVD 88 ORTHO HEIGHT -    69.265 (meters)      227.25  (feet) ADJUSTED
 FF2176  ______________________________________________________________________
 FF2176  GEOID HEIGHT    -        -27.428 (meters)                     GEOID18
 FF2176  DYNAMIC HEIGHT  -         69.204 (meters)      227.05  (feet) COMP
 FF2176  MODELED GRAVITY -    979,745.6   (mgal)                       NAVD 88
 FF2176
 FF2176  VERT ORDER      -  FIRST     CLASS II
 FF2176
 FF2176.The horizontal coordinates were scaled from a map and have
 FF2176.an estimated accuracy of +/- 6 seconds.
 FF2176
 FF2176.The orthometric height was determined by differential leveling and
 FF2176.adjusted by the NATIONAL GEODETIC SURVEY
 FF2176.in January 1995.
 FF2176
 FF2176.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF2176.GEOID18 height accuracy estimate available here.
 FF2176
 FF2176.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV507123(NAD 83)
 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
 FF2176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2176.See file dsdata.pdf to determine how the superseded data were derived.
 FF2176
 FF2176_MARKER: I = METAL ROD
 FF2176_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 FF2200 ***********************************************************************
 FF2200  DESIGNATION -  F 315
 FF2200  PID         -  FF2200
 FF2200  STATE/COUNTY-  AR/CRAIGHEAD
 FF2200  COUNTRY     -  US
 FF2200  USGS QUAD   -  JONESBORO (2017)
 FF2200
 FF2200                         *CURRENT SURVEY CONTROL
 FF2200  ______________________________________________________________________
 FF2200* NAD 83(1986) POSITION- 35 50 37.     (N) 090 43 15.     (W)   SCALED
 FF2200* NAVD 88 ORTHO HEIGHT -    91.086 (meters)      298.84  (feet) ADJUSTED
 FF2200  ______________________________________________________________________
 FF2200  GEOID HEIGHT    -        -27.813 (meters)                     GEOID18
 FF2200  DYNAMIC HEIGHT  -         91.009 (meters)      298.59  (feet) COMP
 FF2200  MODELED GRAVITY -    979,781.2   (mgal)                       NAVD 88
 FF2200
 FF2200  VERT ORDER      -  FIRST     CLASS II
 FF2200
 FF2200.The horizontal coordinates were scaled from a map and have
 FF2200.an estimated accuracy of +/- 6 seconds.
 FF2200
 FF2200.The orthometric height was determined by differential leveling and
 FF2200.adjusted by the NATIONAL GEODETIC SURVEY
 FF2200.in January 1995.
 FF2200
 FF2200.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF2200.GEOID18 height accuracy estimate available here.
 FF2200
 FF2200.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV058690(NAD 83)
 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
 FF2200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2200.See file dsdata.pdf to determine how the superseded data were derived.
 FF2200
 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 - March 25, 2011
 FF2200
 FF2200  HISTORY     - Date     Condition        Report By
 FF2200  HISTORY     - 1990     MONUMENTED       NGS
 FF2200  HISTORY     - 20020816 GOOD             USACE
 FF2200  HISTORY     - 20110325 GOOD             ASSOEN
 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.
 FF2200
 FF2200                          STATION RECOVERY (2011)
 FF2200
 FF2200'RECOVERY NOTE BY ASSOCIATED ENGINEERING 2011 (MPM)
 FF2200'RECOVERED IN GOOD CONDITION.
 FF2200'
 FF2200'NOTE-BUILDING 12 NOW BUILDING 16.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GE1218 ***********************************************************************
 GE1218  DESIGNATION -  F 316
 GE1218  PID         -  GE1218
 GE1218  STATE/COUNTY-  AR/LAWRENCE
 GE1218  COUNTRY     -  US
 GE1218  USGS QUAD   -  BLACK ROCK (2017)
 GE1218
 GE1218                         *CURRENT SURVEY CONTROL
 GE1218  ______________________________________________________________________
 GE1218* NAD 83(1986) POSITION- 36 06 20.48   (N) 091 06 15.63   (W)   HD_HELD1
 GE1218* NAVD 88 ORTHO HEIGHT -    90.145 (meters)      295.75  (feet) ADJUSTED
 GE1218  ______________________________________________________________________
 GE1218  GEOID HEIGHT    -        -28.154 (meters)                     GEOID18
 GE1218  DYNAMIC HEIGHT  -         90.070 (meters)      295.50  (feet) COMP
 GE1218  MODELED GRAVITY -    979,801.4   (mgal)                       NAVD 88
 GE1218
 GE1218  VERT ORDER      -  FIRST     CLASS II
 GE1218
 GE1218.The horizontal coordinates were determined by differentially corrected
 GE1218.hand held GPS observations or other comparable positioning techniques
 GE1218.and have an estimated accuracy of +/- 3 meters.
 GE1218
 GE1218.The orthometric height was determined by differential leveling and
 GE1218.adjusted by the NATIONAL GEODETIC SURVEY
 GE1218.in January 1995.
 GE1218
 GE1218.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE1218.GEOID18 height accuracy estimate available here.
 GE1218
 GE1218.Click photographs - Photos may exist for this station.
 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     -   196,999.3     480,645.0     MT  (+/- 3 meters HH1 GPS) 
 GE1218
 GE1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV7063297334(NAD 83)
 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
 GE1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1218.See file dsdata.pdf to determine how the superseded data were derived.
 GE1218
 GE1218_STAMPING: F 316 1990
 GE1218_MARK LOGO: NGS
 GE1218_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE1218+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2013
 GE1218
 GE1218  HISTORY     - Date     Condition        Report By
 GE1218  HISTORY     - 1990     MONUMENTED       NGS
 GE1218  HISTORY     - 20021026 GOOD             USACE
 GE1218  HISTORY     - 20131022 GOOD             GRWAS
 GE1218  HISTORY     - 20180523 MARK NOT FOUND   ARHD
 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.
 GE1218
 GE1218                          STATION RECOVERY (2013)
 GE1218
 GE1218'RECOVERY NOTE BY GRW AERIAL SURVEY 2013 (CS)
 GE1218'RECOVERED AS DESCRIBED.
 GE1218
 GE1218                          STATION RECOVERY (2018)
 GE1218
 GE1218'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (JDH)
 GE1218'THIS AREA HAS BEEN CLEARED OFF FOR FUTURE HIGHWAY WIDENING.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK2834 ***********************************************************************
 DK2834  DESIGNATION -  F 320
 DK2834  PID         -  DK2834
 DK2834  STATE/COUNTY-  AR/PULASKI
 DK2834  COUNTRY     -  US
 DK2834  USGS QUAD   -  LITTLE ROCK (2017)
 DK2834
 DK2834                         *CURRENT SURVEY CONTROL
 DK2834  ______________________________________________________________________
 DK2834* NAD 83(1986) POSITION- 34 39 59.     (N) 092 18 22.     (W)   SCALED
 DK2834* NAVD 88 ORTHO HEIGHT -    80.851 (meters)      265.26  (feet) ADJUSTED
 DK2834  ______________________________________________________________________
 DK2834  GEOID HEIGHT    -        -26.490 (meters)                     GEOID18
 DK2834  DYNAMIC HEIGHT  -         80.776 (meters)      265.01  (feet) COMP
 DK2834  MODELED GRAVITY -    979,697.7   (mgal)                       NAVD 88
 DK2834
 DK2834  VERT ORDER      -  FIRST     CLASS II
 DK2834
 DK2834.The horizontal coordinates were scaled from a map and have
 DK2834.an estimated accuracy of +/- 6 seconds.
 DK2834
 DK2834.The orthometric height was determined by differential leveling and
 DK2834.adjusted by the NATIONAL GEODETIC SURVEY
 DK2834.in May 2008.
 DK2834
 DK2834.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK2834.GEOID18 height accuracy estimate available here.
 DK2834
 DK2834.Click photographs - Photos may exist for this station.
 DK2834
 DK2834.The dynamic height is computed by dividing the NAVD 88
 DK2834.geopotential number by the normal gravity value computed on the
 DK2834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2834.degrees latitude (g = 980.6199 gals.).
 DK2834
 DK2834.The modeled gravity was interpolated from observed gravity values.
 DK2834
 DK2834;                    North         East    Units  Estimated Accuracy
 DK2834;SPC AR S     -   621,840.      371,940.      MT  (+/- 180 meters Scaled)
 DK2834
 DK2834_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU635362(NAD 83)
 DK2834
 DK2834                          SUPERSEDED SURVEY CONTROL
 DK2834
 DK2834.No superseded survey control is available for this station.
 DK2834
 DK2834_MARKER: DB = BENCH MARK DISK
 DK2834_SETTING: 66 = SET IN ROCK OUTCROP
 DK2834_STAMPING: F 320 2007
 DK2834_MARK LOGO: ARHD
 DK2834_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK2834_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK2834_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK2834+SATELLITE: SATELLITE OBSERVATIONS - January 27, 2011
 DK2834
 DK2834  HISTORY     - Date     Condition        Report By
 DK2834  HISTORY     - 20070405 MONUMENTED       ARHD
 DK2834  HISTORY     - 20110127 GOOD             NGS
 DK2834
 DK2834                          STATION DESCRIPTION
 DK2834
 DK2834'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2007
 DK2834'THE MARK IS LOCATED ABOUT 5.0 MI (8.0 KM) SOUTHWEST OF LITTLE ROCK
 DK2834'ARKANSAS.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DK2834'
 DK2834'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 367 AND STATE HIGHWAY
 DK2834'338 SOUTH OF LITTLE ROCK, GO NORTH ON HIGHWAY 367 (ARCH STREET) FOR
 DK2834'0.9 MI (1.4 KM) TO THE STATION ON THE RIGHT AT THE INTERSECTION OF
 DK2834'BASELINE ROAD.  SET IN THE SOUTH END OF GRAVEL PARKING LOT FOR ROCKY
 DK2834'MOUNT MISSIONARY CHURCH.
 DK2834'
 DK2834'22.9 METERS SOUTHEAST OF A LIGHT POLE, 16.3 METERS EAST OF THE
 DK2834'CENTERLINE OF ARCH STREET, 7.5 METERS NORTH OF THE CENTER OF THE
 DK2834'CHURCH DRIVE, AND 6.2 METERS SOUTHEAST OF A WITNESS POST.
 DK2834
 DK2834                          STATION RECOVERY (2011)
 DK2834
 DK2834'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2011 (JBW)
 DK2834'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK2860 ***********************************************************************
 DK2860  DESIGNATION -  F 321
 DK2860  PID         -  DK2860
 DK2860  STATE/COUNTY-  AR/PULASKI
 DK2860  COUNTRY     -  US
 DK2860  USGS QUAD   -  PINNACLE MOUNTAIN (2017)
 DK2860
 DK2860                         *CURRENT SURVEY CONTROL
 DK2860  ______________________________________________________________________
 DK2860* NAD 83(1986) POSITION- 34 47 18.     (N) 092 23 30.     (W)   SCALED
 DK2860* NAVD 88 ORTHO HEIGHT -   160.693 (meters)      527.21  (feet) ADJUSTED
 DK2860  ______________________________________________________________________
 DK2860  GEOID HEIGHT    -        -26.836 (meters)                     GEOID18
 DK2860  DYNAMIC HEIGHT  -        160.542 (meters)      526.71  (feet) COMP
 DK2860  MODELED GRAVITY -    979,694.2   (mgal)                       NAVD 88
 DK2860
 DK2860  VERT ORDER      -  FIRST     CLASS II
 DK2860
 DK2860.The horizontal coordinates were scaled from a map and have
 DK2860.an estimated accuracy of +/- 6 seconds.
 DK2860
 DK2860.The orthometric height was determined by differential leveling and
 DK2860.adjusted by the NATIONAL GEODETIC SURVEY
 DK2860.in May 2008.
 DK2860
 DK2860.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK2860.GEOID18 height accuracy estimate available here.
 DK2860
 DK2860.Click photographs - Photos may exist for this station.
 DK2860
 DK2860.The dynamic height is computed by dividing the NAVD 88
 DK2860.geopotential number by the normal gravity value computed on the
 DK2860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2860.degrees latitude (g = 980.6199 gals.).
 DK2860
 DK2860.The modeled gravity was interpolated from observed gravity values.
 DK2860
 DK2860;                    North         East    Units  Estimated Accuracy
 DK2860;SPC AR S     -   635,400.      364,150.      MT  (+/- 180 meters Scaled)
 DK2860
 DK2860_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU556497(NAD 83)
 DK2860
 DK2860                          SUPERSEDED SURVEY CONTROL
 DK2860
 DK2860.No superseded survey control is available for this station.
 DK2860
 DK2860_MARKER: DB = BENCH MARK DISK
 DK2860_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK2860_SP_SET: BRIDGE ABUTMENT
 DK2860_STAMPING: F 321 2007
 DK2860_MARK LOGO: ARHD
 DK2860_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK2860_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK2860_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK2860+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2012
 DK2860
 DK2860  HISTORY     - Date     Condition        Report By
 DK2860  HISTORY     - 20070411 MONUMENTED       ARHD
 DK2860  HISTORY     - 20120302 GOOD             ARHD
 DK2860
 DK2860                          STATION DESCRIPTION
 DK2860
 DK2860'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2007
 DK2860'THE MARK IS LOCATED ABOUT 2.0 MILES WEST OF LITTLE ROCK ARKANSAS.
 DK2860'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DK2860'
 DK2860'AT THE JUNCTIONS OF INTERSTATE HIGHWAY 430 AND STATE HIGHWAY 10
 DK2860'(CANTRELL ROAD). SET IN THE ABUTMENT ON THE SOUTHWEST SIDE OF THE
 DK2860'BRIDGE FOR THE EAST BOUND LANES OF HIGHWAY 10.
 DK2860'
 DK2860'18.2 METERS SOUTHWEST OF THE CENTERLINE OF THE ROAD, 2.4 METERS
 DK2860'SOUTHEAST OF A LIGHT POLE, AND .50 METERS SOUTHWEST OF A BRIDGE POST.
 DK2860
 DK2860                          STATION RECOVERY (2012)
 DK2860
 DK2860'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (JDH)
 DK2860'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO4784 ***********************************************************************
 DO4784  DESIGNATION -  F 326
 DO4784  PID         -  DO4784
 DO4784  STATE/COUNTY-  AR/POPE
 DO4784  COUNTRY     -  US
 DO4784  USGS QUAD   -  RUSSELLVILLE WEST (2017)
 DO4784
 DO4784                         *CURRENT SURVEY CONTROL
 DO4784  ______________________________________________________________________
 DO4784* NAD 83(1986) POSITION- 35 17 10.17   (N) 093 09 40.56   (W)   HD_HELD1
 DO4784* NAVD 88 ORTHO HEIGHT -   109.427 (meters)      359.01  (feet) ADJUSTED
 DO4784  ______________________________________________________________________
 DO4784  GEOID HEIGHT    -        -29.207 (meters)                     GEOID18
 DO4784  DYNAMIC HEIGHT  -        109.323 (meters)      358.67  (feet) COMP
 DO4784  MODELED GRAVITY -    979,682.8   (mgal)                       NAVD 88
 DO4784
 DO4784  VERT ORDER      -  FIRST     CLASS II
 DO4784
 DO4784.The horizontal coordinates were determined by differentially corrected
 DO4784.hand held GPS observations or other comparable positioning techniques
 DO4784.and have an estimated accuracy of +/- 3 meters.
 DO4784
 DO4784.The orthometric height was determined by differential leveling and
 DO4784.adjusted by the NATIONAL GEODETIC SURVEY
 DO4784.in April 2013.
 DO4784
 DO4784.No vertical observational check was made to the station.
 DO4784
 DO4784.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO4784.GEOID18 height accuracy estimate available here.
 DO4784
 DO4784.Click photographs - Photos may exist for this station.
 DO4784
 DO4784.The dynamic height is computed by dividing the NAVD 88
 DO4784.geopotential number by the normal gravity value computed on the
 DO4784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO4784.degrees latitude (g = 980.6199 gals.).
 DO4784
 DO4784.The modeled gravity was interpolated from observed gravity values.
 DO4784
 DO4784;                    North         East    Units  Estimated Accuracy
 DO4784;SPC AR N     -   106,330.6     294,368.3     MT  (+/- 3 meters HH1 GPS) 
 DO4784
 DO4784_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV8533504789(NAD 83)
 DO4784
 DO4784                          SUPERSEDED SURVEY CONTROL
 DO4784
 DO4784.No superseded survey control is available for this station.
 DO4784
 DO4784_MARKER: DV = VERTICAL CONTROL DISK
 DO4784_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DO4784_SP_SET: HEADWALL
 DO4784_STAMPING: F 326 2009
 DO4784_MARK LOGO: ARHD
 DO4784_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO4784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO4784+STABILITY: SURFACE MOTION
 DO4784_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO4784+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2009
 DO4784
 DO4784  HISTORY     - Date     Condition        Report By
 DO4784  HISTORY     - 20090506 MONUMENTED       ARHD
 DO4784
 DO4784                          STATION DESCRIPTION
 DO4784
 DO4784'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2009 (DS)
 DO4784'THE STATION IS LOCATED ABOUT 1.2 MI (1.9 KM) WEST OF
 DO4784'RUSSELLVILLE.OWNERSHIP--ROAD RIGHT-OF-WAY.
 DO4784'
 DO4784'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 64 AND STATE HIGHWAY 7
 DO4784'IN RUSSELLVILLE, GO WEST ON HIGHWAY 64 1.8 MI (2.9 KM) TO THE STATION
 DO4784'ON THE LEFT IN THE WEST END OF A HEADWALL.  IN THE SOUTHEAST CORNER OF
 DO4784'INTERSECTION OF WEST MAIN PLACE AND WEST MAIN ROAD.
 DO4784'
 DO4784'IT IS 18.7 M (61.4 FT) SOUTH OF THE CENTER OF HIGHWAY, 14.7 M (48.2
 DO4784'FT) NORTH OF A FENCE CORNER, 12.0 M (39.4 FT) SOUTHWEST OF A LIGHT
 DO4784'POLE, 6.6 M (21.7 FT) WEST OF THE CENTER OF WEST MAIN PLACE, 6.0 M
 DO4784'(19.7 FT) NORTHEAST OF THE CENTER OF A MANHOLE, 0.2 M (0.7 FT) EAST OF
 DO4784'A FIBERGLASS WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0812 ***********************************************************************
 FF0812  DESIGNATION -  F 33
 FF0812  PID         -  FF0812
 FF0812  STATE/COUNTY-  AR/CRAIGHEAD
 FF0812  COUNTRY     -  US
 FF0812  USGS QUAD   -  NEEDHAM (2017)
 FF0812
 FF0812                         *CURRENT SURVEY CONTROL
 FF0812  ______________________________________________________________________
 FF0812* NAD 83(1986) POSITION- 35 49 06.     (N) 090 32 49.     (W)   SCALED
 FF0812* NAVD 88 ORTHO HEIGHT -    72.442 (meters)      237.67  (feet) POSTED
 FF0812  ______________________________________________________________________
 FF0812  GEOID HEIGHT    -        -27.935 (meters)                     GEOID18
 FF0812  DYNAMIC HEIGHT  -         72.38  (meters)      237.5   (feet) COMP
 FF0812  MODELED GRAVITY -    979,782.0   (mgal)                       NAVD 88
 FF0812
 FF0812  VERT ORDER      -  * POSTED, SEE BELOW
 FF0812
 FF0812.The horizontal coordinates were scaled from a 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
 FF0812.* This is a POSTED BENCH MARK height.
 FF0812
 FF0812.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0812.GEOID18 height accuracy estimate available here.
 FF0812
 FF0812.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV216665(NAD 83)
 FF0812
 FF0812                          SUPERSEDED SURVEY CONTROL
 FF0812
 FF0812  NGVD 29 (11/26/84)   72.373  (m)          237.44   (f) ADJUSTED    1 2
 FF0812
 FF0812.Superseded values are not recommended for survey control.
 FF0812
 FF0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0812.See file dsdata.pdf to determine how the superseded data were derived.
 FF0812
 FF0812_MARKER: DB = BENCH MARK DISK
 FF0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0812_STAMPING: F 33 1933
 FF0812_MARK LOGO: CGS
 FF0812_PROJECTION: PROJECTING 8 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 DO2563 ***********************************************************************
 DO2563  DESIGNATION -  F 330
 DO2563  PID         -  DO2563
 DO2563  STATE/COUNTY-  AR/CRAIGHEAD
 DO2563  COUNTRY     -  US
 DO2563  USGS QUAD   -  JONESBORO (2017)
 DO2563
 DO2563                         *CURRENT SURVEY CONTROL
 DO2563  ______________________________________________________________________
 DO2563* NAD 83(1986) POSITION- 35 47 31.55   (N) 090 39 11.32   (W)   HD_HELD1
 DO2563* NAVD 88 ORTHO HEIGHT -    75.440 (meters)      247.51  (feet) ADJUSTED
 DO2563  ______________________________________________________________________
 DO2563  GEOID HEIGHT    -        -27.823 (meters)                     GEOID18
 DO2563  DYNAMIC HEIGHT  -         75.376 (meters)      247.30  (feet) COMP
 DO2563  MODELED GRAVITY -    979,778.4   (mgal)                       NAVD 88
 DO2563
 DO2563  VERT ORDER      -  FIRST     CLASS II
 DO2563
 DO2563.The horizontal coordinates were determined by differentially corrected
 DO2563.hand held GPS observations or other comparable positioning techniques
 DO2563.and have an estimated accuracy of +/- 3 meters.
 DO2563
 DO2563.The orthometric height was determined by differential leveling and
 DO2563.adjusted by the NATIONAL GEODETIC SURVEY
 DO2563.in February 2013.
 DO2563
 DO2563.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2563.GEOID18 height accuracy estimate available here.
 DO2563
 DO2563.Click photographs - Photos may exist for this station.
 DO2563
 DO2563.The dynamic height is computed by dividing the NAVD 88
 DO2563.geopotential number by the normal gravity value computed on the
 DO2563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2563.degrees latitude (g = 980.6199 gals.).
 DO2563
 DO2563.The modeled gravity was interpolated from observed gravity values.
 DO2563
 DO2563;                    North         East    Units  Estimated Accuracy
 DO2563;SPC AR N     -   162,671.1     521,744.6     MT  (+/- 3 meters HH1 GPS) 
 DO2563
 DO2563_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV1208963430(NAD 83)
 DO2563
 DO2563                          SUPERSEDED SURVEY CONTROL
 DO2563
 DO2563.No superseded survey control is available for this station.
 DO2563
 DO2563_MARKER: DB = BENCH MARK DISK
 DO2563_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DO2563_SP_SET: BRIDGE ABUTMENT
 DO2563_STAMPING: F 330 2011
 DO2563_MARK LOGO: NONE
 DO2563_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2563_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO2563_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2563+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2011
 DO2563
 DO2563  HISTORY     - Date     Condition        Report By
 DO2563  HISTORY     - 20110314 MONUMENTED       ASSOEN
 DO2563
 DO2563                          STATION DESCRIPTION
 DO2563
 DO2563'DESCRIBED BY ASSOCIATED ENGINEERING 2011 (MPM)
 DO2563'THE MARK IS LOCATED ABOUT 8.4 MI (13.5 KM) SOUTH-SOUTHWEST OF
 DO2563'BROOKLAND, 7.0 MI (11.3 KM) WEST-SOUTHWEST OF NEEDHAM AND 4.5 MI (7.2
 DO2563'KM) SOUTHEAST OF JONESBORO.
 DO2563'
 DO2563'TO REACH FROM THE INTERSECTION OF WILLOW ROAD AND LONG CREST DRIVE
 DO2563'HEAD SOUTH ON WILLOW ROAD 0.6 MI (1.0 KM) THEN TURN RIGHT ON INGELS
 DO2563'ROAD FOR 397 FT (121.0 M) TO THE MARK ON THE RIGHT.
 DO2563'
 DO2563'IT IS 162.7 FT (49.6 M) EAST OF A DRAINAGE INLET, 74.65 FT (22.8 M)
 DO2563'WEST OF THE CENTERLINE OF A DITCH, 15.55 FT (4.7 M) NORTH OF THE
 DO2563'CENTERLINE OF THE ROAD AND SET VERTICALLY IN THE NORTHWEST FACE OF THE
 DO2563'ABUTMENT AND ABOUT 1 FT (0.3 M) LOWER THAN THE ROAD.
 DO2563'
 DO2563'NOTE-THERE IS NO LOGO ON THE DISK.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO2588 ***********************************************************************
 DO2588  DESIGNATION -  F 331
 DO2588  PID         -  DO2588
 DO2588  STATE/COUNTY-  AR/CRAIGHEAD
 DO2588  COUNTRY     -  US
 DO2588  USGS QUAD   -  JONESBORO (2017)
 DO2588
 DO2588                         *CURRENT SURVEY CONTROL
 DO2588  ______________________________________________________________________
 DO2588* NAD 83(1986) POSITION- 35 52 18.42   (N) 090 41 05.80   (W)   HD_HELD1
 DO2588* NAVD 88 ORTHO HEIGHT -    99.038 (meters)      324.93  (feet) ADJUSTED
 DO2588  ______________________________________________________________________
 DO2588  GEOID HEIGHT    -        -27.856 (meters)                     GEOID18
 DO2588  DYNAMIC HEIGHT  -         98.954 (meters)      324.65  (feet) COMP
 DO2588  MODELED GRAVITY -    979,781.6   (mgal)                       NAVD 88
 DO2588
 DO2588  VERT ORDER      -  FIRST     CLASS II
 DO2588
 DO2588.The horizontal coordinates were determined by differentially corrected
 DO2588.hand held GPS observations or other comparable positioning techniques
 DO2588.and have an estimated accuracy of +/- 3 meters.
 DO2588
 DO2588.The orthometric height was determined by differential leveling and
 DO2588.adjusted by the NATIONAL GEODETIC SURVEY
 DO2588.in February 2013.
 DO2588
 DO2588.No vertical observational check was made to the station.
 DO2588
 DO2588.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2588.GEOID18 height accuracy estimate available here.
 DO2588
 DO2588.Click photographs - Photos may exist for this station.
 DO2588
 DO2588.The dynamic height is computed by dividing the NAVD 88
 DO2588.geopotential number by the normal gravity value computed on the
 DO2588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2588.degrees latitude (g = 980.6199 gals.).
 DO2588
 DO2588.The modeled gravity was interpolated from observed gravity values.
 DO2588
 DO2588;                    North         East    Units  Estimated Accuracy
 DO2588;SPC AR N     -   171,472.6     518,752.2     MT  (+/- 3 meters HH1 GPS) 
 DO2588
 DO2588_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV0900572202(NAD 83)
 DO2588
 DO2588                          SUPERSEDED SURVEY CONTROL
 DO2588
 DO2588.No superseded survey control is available for this station.
 DO2588
 DO2588_MARKER: F = FLANGE-ENCASED ROD
 DO2588_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DO2588_STAMPING: F 331 2011
 DO2588_MARK LOGO: NONE
 DO2588_PROJECTION: RECESSED 3 CENTIMETERS
 DO2588_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DO2588_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO2588_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2588+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2010
 DO2588_ROD/PIPE-DEPTH: 7.3 meters
 DO2588_SLEEVE-DEPTH  : 1 meters
 DO2588
 DO2588  HISTORY     - Date     Condition        Report By
 DO2588  HISTORY     - 20101122 MONUMENTED       ASSOEN
 DO2588
 DO2588                          STATION DESCRIPTION
 DO2588
 DO2588'DESCRIBED BY ASSOCIATED ENGINEERING 2010 (MPM)
 DO2588'THE MARK IS LOCATED ABOUT 6.7 MI (10.8 KM) EAST OF HERMAN, 6.1 MI (9.8
 DO2588'KM) WEST-SOUTHWEST OF BROOKLAND AND 2.3 MI (3.7 KM) NORTH-NORTHEAST OF
 DO2588'JONESBORO.
 DO2588'
 DO2588'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DO2588'
 DO2588'TO REACH FROM THE INTERSECTION OF ARKANSAS HIGHWAY 141 AND MAGNOLIA
 DO2588'ROAD HEAD EAST ON MAGNOLIA ROAD 1.00 MI (1.6 KM) TO THE MARK ON THE
 DO2588'RIGHT.
 DO2588'
 DO2588'IT IS LOCATED AT THE SOUTHEAST CORNER OF THE INTERSECTION OF MAGNOLIA
 DO2588'ROAD AND PRESCOTT LANE.
 DO2588'
 DO2588'IT IS 30 FT (9.1 M) NORTH OF A TELEPHONE PEDESTAL, 8 FT (2.4 M) WEST
 DO2588'OF A POWER LINE POLE AND 6 FT (1.8 M) EAST OF A FIBERGLASS WITNESS
 DO2588'POST.
 DO2588'
 DO2588'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM) LOGO
 DO2588'CAP.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO2615 ***********************************************************************
 DO2615  DESIGNATION -  F 332
 DO2615  PID         -  DO2615
 DO2615  STATE/COUNTY-  AR/CRAIGHEAD
 DO2615  COUNTRY     -  US
 DO2615  USGS QUAD   -  HERMAN (2017)
 DO2615
 DO2615                         *CURRENT SURVEY CONTROL
 DO2615  ______________________________________________________________________
 DO2615* NAD 83(1986) POSITION- 35 46 41.03   (N) 090 48 28.32   (W)   HD_HELD1
 DO2615* NAVD 88 ORTHO HEIGHT -    76.520 (meters)      251.05  (feet) ADJUSTED
 DO2615  ______________________________________________________________________
 DO2615  GEOID HEIGHT    -        -27.754 (meters)                     GEOID18
 DO2615  DYNAMIC HEIGHT  -         76.455 (meters)      250.84  (feet) COMP
 DO2615  MODELED GRAVITY -    979,781.4   (mgal)                       NAVD 88
 DO2615
 DO2615  VERT ORDER      -  FIRST     CLASS II
 DO2615
 DO2615.The horizontal coordinates were determined by differentially corrected
 DO2615.hand held GPS observations or other comparable positioning techniques
 DO2615.and have an estimated accuracy of +/- 3 meters.
 DO2615
 DO2615.The orthometric height was determined by differential leveling and
 DO2615.adjusted by the NATIONAL GEODETIC SURVEY
 DO2615.in February 2013.
 DO2615
 DO2615.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2615.GEOID18 height accuracy estimate available here.
 DO2615
 DO2615.Click photographs - Photos may exist for this station.
 DO2615
 DO2615.The dynamic height is computed by dividing the NAVD 88
 DO2615.geopotential number by the normal gravity value computed on the
 DO2615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2615.degrees latitude (g = 980.6199 gals.).
 DO2615
 DO2615.The modeled gravity was interpolated from observed gravity values.
 DO2615
 DO2615;                    North         East    Units  Estimated Accuracy
 DO2615;SPC AR N     -   160,933.9     507,778.6     MT  (+/- 3 meters HH1 GPS) 
 DO2615
 DO2615_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV9813961549(NAD 83)
 DO2615
 DO2615                          SUPERSEDED SURVEY CONTROL
 DO2615
 DO2615.No superseded survey control is available for this station.
 DO2615
 DO2615_MARKER: DB = BENCH MARK DISK
 DO2615_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DO2615_SP_SET: HEADWALL
 DO2615_STAMPING: F 332 2011
 DO2615_MARK LOGO: NONE
 DO2615_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO2615+STABILITY: SURFACE MOTION
 DO2615_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2615+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2010
 DO2615
 DO2615  HISTORY     - Date     Condition        Report By
 DO2615  HISTORY     - 20101129 MONUMENTED       ASSOEN
 DO2615
 DO2615                          STATION DESCRIPTION
 DO2615
 DO2615'DESCRIBED BY ASSOCIATED ENGINEERING 2010 (MPM)
 DO2615'THE MARK IS LOCATED ABOUT 7.3 MI (11.7 KM) EAST OF CASH, 5.2 MI (8.4
 DO2615'KM) SOUTH OF HERMAN AND 4.0 MI (6.4 KM) NORTH-NORTHEAST OF OTWELL.
 DO2615'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DO2615'
 DO2615'TO REACH FROM THE INTERSECTION OF HIGHWAY 63 AND SOUTHWEST DRIVE GO
 DO2615'SOUTHWESTERLY ON SOUTHWEST DRIVE 6.10 MI (9.8 KM) TO THE MARK ON THE
 DO2615'RIGHT.
 DO2615'
 DO2615'IT IS 65.80 FT (20.1 M) NORTHEAST OF THE SOUTHWEST CORNER OF A BOX
 DO2615'CULVERT, 47.84 FT (14.6 M) NORTH OF THE CENTERLINE OF HIGHWAY 49,
 DO2615'29.48 FT (9.0 M) EAST OF A VERTICAL PANEL TRAFFIC SIGN AND 26.45 FT
 DO2615'(8.1 M) WEST OF THE NORTHEAST CORNER OF A BOX CULVERT.
 DO2615'
 DO2615'NOTE-THERE IS NO LOGO ON THE DISK.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO7791 ***********************************************************************
 DO7791  DESIGNATION -  F 333
 DO7791  PID         -  DO7791
 DO7791  STATE/COUNTY-  AR/BOONE
 DO7791  COUNTRY     -  US
 DO7791  USGS QUAD   -  HARRISON (2017)
 DO7791
 DO7791                         *CURRENT SURVEY CONTROL
 DO7791  ______________________________________________________________________
 DO7791* NAD 83(1986) POSITION- 36 08 31.4    (N) 093 06 33.9    (W)   HD_HELD2
 DO7791* NAVD 88 ORTHO HEIGHT -   359.221 (meters)     1178.54  (feet) ADJUSTED
 DO7791  ______________________________________________________________________
 DO7791  GEOID HEIGHT    -        -28.229 (meters)                     GEOID18
 DO7791  DYNAMIC HEIGHT  -        358.897 (meters)     1177.48  (feet) COMP
 DO7791  MODELED GRAVITY -    979,720.1   (mgal)                       NAVD 88
 DO7791
 DO7791  VERT ORDER      -  SECOND    CLASS I
 DO7791
 DO7791.The horizontal coordinates were established by autonomous hand held GPS
 DO7791.observations and have an estimated accuracy of +/- 10 meters.
 DO7791
 DO7791.The orthometric height was determined by differential leveling and
 DO7791.adjusted by the NATIONAL GEODETIC SURVEY
 DO7791.in February 2014.
 DO7791
 DO7791.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7791.GEOID18 height accuracy estimate available here.
 DO7791
 DO7791.Click photographs - Photos may exist for this station.
 DO7791
 DO7791.The dynamic height is computed by dividing the NAVD 88
 DO7791.geopotential number by the normal gravity value computed on the
 DO7791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7791.degrees latitude (g = 980.6199 gals.).
 DO7791
 DO7791.The modeled gravity was interpolated from observed gravity values.
 DO7791
 DO7791;                    North         East    Units  Estimated Accuracy
 DO7791;SPC AR N     -   201,230.      300,154.      MT  (+/- 10 meters HH2 GPS)
 DO7791
 DO7791_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV9015699710(NAD 83)
 DO7791
 DO7791                          SUPERSEDED SURVEY CONTROL
 DO7791
 DO7791.No superseded survey control is available for this station.
 DO7791
 DO7791_MARKER: DB = BENCH MARK DISK
 DO7791_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO7791_SP_SET: BRIDGE
 DO7791_STAMPING: F 333 2011
 DO7791_MARK LOGO: ARHD
 DO7791_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO7791_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7791_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO7791+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2011
 DO7791
 DO7791  HISTORY     - Date     Condition        Report By
 DO7791  HISTORY     - 20111220 MONUMENTED       ARHD
 DO7791
 DO7791                          STATION DESCRIPTION
 DO7791
 DO7791'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (JDH)
 DO7791'THE STATION IS LOCATED ABOUT 14.5 KM (9.0 MI) SOUTHEAST OF BATAVIA,
 DO7791'7.5 KM (4.7 MI) SOUTH OF HARRISON AND 5.5 KM (3.4 MI) EAST-NORTHEAST
 DO7791'OF GAITHER.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DO7791'
 DO7791'TO REACH FROM THE INTERSECTION OF HIGHWAY 7 AND HIGHWAY 206, GO EAST
 DO7791'ON HIGHWAY 206 FOR 0.7 MI (1.1 KM) TO THE MARK ON THE RIGHT.
 DO7791'
 DO7791'IT IS 24.45 M (80.2 FT) WEST OF OF THE END OF A GUARD RAIL, 10.24 M
 DO7791'(33.6 FT) NORTH OF A FENCE AND 4.5 M (14.8 FT) SOUTH OF CENTER LINE OF
 DO7791'HIGHWAY 206.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DP6890 ***********************************************************************
 DP6890  DESIGNATION -  F 334
 DP6890  PID         -  DP6890
 DP6890  STATE/COUNTY-  AR/INDEPENDENCE
 DP6890  COUNTRY     -  US
 DP6890  USGS QUAD   -  JAMESTOWN (2017)
 DP6890
 DP6890                         *CURRENT SURVEY CONTROL
 DP6890  ______________________________________________________________________
 DP6890* NAD 83(1986) POSITION- 35 42 57.8    (N) 091 38 05.5    (W)   HD_HELD2
 DP6890* NAVD 88 ORTHO HEIGHT -   109.441 (meters)      359.06  (feet) ADJUSTED
 DP6890  ______________________________________________________________________
 DP6890  GEOID HEIGHT    -        -27.503 (meters)                     GEOID18
 DP6890  DYNAMIC HEIGHT  -        109.346 (meters)      358.75  (feet) COMP
 DP6890  MODELED GRAVITY -    979,767.1   (mgal)                       NAVD 88
 DP6890
 DP6890  VERT ORDER      -  SECOND    CLASS I
 DP6890
 DP6890.The horizontal coordinates were established by autonomous hand held GPS
 DP6890.observations and have an estimated accuracy of +/- 10 meters.
 DP6890
 DP6890.The orthometric height was determined by differential leveling and
 DP6890.adjusted by the NATIONAL GEODETIC SURVEY
 DP6890.in October 2015.
 DP6890
 DP6890.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6890.GEOID18 height accuracy estimate available here.
 DP6890
 DP6890.Click photographs - Photos may exist for this station.
 DP6890
 DP6890.The dynamic height is computed by dividing the NAVD 88
 DP6890.geopotential number by the normal gravity value computed on the
 DP6890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6890.degrees latitude (g = 980.6199 gals.).
 DP6890
 DP6890.The modeled gravity was interpolated from observed gravity values.
 DP6890
 DP6890;                    North         East    Units  Estimated Accuracy
 DP6890;SPC AR N     -   153,463.      433,038.      MT  (+/- 10 meters HH2 GPS)
 DP6890
 DP6890_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV2348053314(NAD 83)
 DP6890
 DP6890                          SUPERSEDED SURVEY CONTROL
 DP6890
 DP6890.No superseded survey control is available for this station.
 DP6890
 DP6890_MARKER: DB = BENCH MARK DISK
 DP6890_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DP6890_SP_SET: HEADWALL
 DP6890_STAMPING: F 334 2012
 DP6890_MARK LOGO: ARHD
 DP6890_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP6890+STABILITY: SURFACE MOTION
 DP6890
 DP6890  HISTORY     - Date     Condition        Report By
 DP6890  HISTORY     - 20120626 MONUMENTED       ARHD
 DP6890
 DP6890                          STATION DESCRIPTION
 DP6890
 DP6890'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (JDH)
 DP6890'THE STATION IS LOCATED ABOUT 6.7 KM (4.2 MI) EAST-NORTHEAST OF
 DP6890'JAMESTOWN, 6.0 KM (3.7 MI) SOUTH OF BATESVILLE AND 4.5 KM (2.8 MI)
 DP6890'NORTHWEST OF SALADO.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DP6890'
 DP6890'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 69 SOUTH AND US
 DP6890'HIGHWAY 167, GO SOUTH ALONG HIGHWAY 167 FOR 4.0 MI (6.4 KM) TO THE
 DP6890'STATION ON THE LEFT, IN THE CENTER OF A HEADWALL.
 DP6890'
 DP6890'IT IS 19.2 M (5.9 FT) EAST OF THE CENTERLINE OF HIGHWAY 167, 18.7 M
 DP6890'(5.7 FT) NORTHWEST OF A LIGHT POLE AND 10.4 M (3.2 FT) NORTH OF THE
 DP6890'BACK OF THE EAST CURB HIGHWAY 167.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO7941 ***********************************************************************
 DO7941  DESIGNATION -  F 335
 DO7941  PID         -  DO7941
 DO7941  STATE/COUNTY-  AR/GREENE
 DO7941  COUNTRY     -  US
 DO7941  USGS QUAD   -  WALCOTT (2017)
 DO7941
 DO7941                         *CURRENT SURVEY CONTROL
 DO7941  ______________________________________________________________________
 DO7941* NAD 83(1986) POSITION- 36 04 09.     (N) 090 40 20.     (W)   SCALED
 DO7941* NAVD 88 ORTHO HEIGHT -    87.258 (meters)      286.28  (feet) ADJUSTED
 DO7941  ______________________________________________________________________
 DO7941  GEOID HEIGHT    -        -28.140 (meters)                     GEOID18
 DO7941  DYNAMIC HEIGHT  -         87.185 (meters)      286.04  (feet) COMP
 DO7941  MODELED GRAVITY -    979,793.7   (mgal)                       NAVD 88
 DO7941
 DO7941  VERT ORDER      -  FIRST     CLASS II
 DO7941
 DO7941.The horizontal coordinates were scaled from a map and have
 DO7941.an estimated accuracy of +/- 6 seconds.
 DO7941
 DO7941.The orthometric height was determined by differential leveling and
 DO7941.adjusted by the NATIONAL GEODETIC SURVEY
 DO7941.in March 2014.
 DO7941
 DO7941.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7941.GEOID18 height accuracy estimate available here.
 DO7941
 DO7941.Click photographs - Photos may exist for this station.
 DO7941
 DO7941.The dynamic height is computed by dividing the NAVD 88
 DO7941.geopotential number by the normal gravity value computed on the
 DO7941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7941.degrees latitude (g = 980.6199 gals.).
 DO7941
 DO7941.The modeled gravity was interpolated from observed gravity values.
 DO7941
 DO7941;                    North         East    Units  Estimated Accuracy
 DO7941;SPC AR N     -   193,390.      519,610.      MT  (+/- 180 meters Scaled)
 DO7941
 DO7941_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV096941(NAD 83)
 DO7941
 DO7941                          SUPERSEDED SURVEY CONTROL
 DO7941
 DO7941.No superseded survey control is available for this station.
 DO7941
 DO7941_MARKER: F = FLANGE-ENCASED ROD
 DO7941_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DO7941_STAMPING: F 335 2012
 DO7941_MARK LOGO: ASSOEN
 DO7941_PROJECTION: RECESSED 3 CENTIMETERS
 DO7941_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO7941_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7941_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7941+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2012
 DO7941_ROD/PIPE-DEPTH: 8.12 meters
 DO7941_SLEEVE-DEPTH  : 1 meters
 DO7941
 DO7941  HISTORY     - Date     Condition        Report By
 DO7941  HISTORY     - 20121025 MONUMENTED       ASSOEN
 DO7941
 DO7941                          STATION DESCRIPTION
 DO7941
 DO7941'DESCRIBED BY ASSOCIATED ENGINEERING 2012 (MPM)
 DO7941'THE MARK IS LOCATED ABOUT 15.6 KM (9.7 MI) WEST OF PARAGOULD, 9.8 KM
 DO7941'(6.1 MI) NORTH-NORTHEAST OF LORADO AND 2.9 KM (1.8 MI) NORTH OF
 DO7941'WALCOTT.
 DO7941'
 DO7941'TO REACH FROM THE INTERSECTION OF HIGHWAY 412 WEST AND HIGHWAY 168 IN
 DO7941'PARAGOULD, ARKANSAS, GO WEST ON HIGHWAY 412 FOR 1.40 MI (2.3 KM) TO
 DO7941'THE MARK ON THE RIGHT.
 DO7941'
 DO7941'IT IS 14.51 M (47.6 FT) EAST OF THE CENTERLINE OF HIGHWAY 141 NORTH,
 DO7941'10.73 M (35.2 FT) SOUTH OF THE CENTER OF A GRAVEL DRIVE, 3.55 M (11.6
 DO7941'FT) NORTH OF A FIBER OPTIC MANHOLE COVER,.50 M EAST OF A POWER POLE
 DO7941'AND 0.50 M (1.6 FT) SOUTH OF A WITNESS POST.
 DO7941'
 DO7941'NOTE-ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH (13 CM) LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO8365 ***********************************************************************
 DO8365  DESIGNATION -  F 337
 DO8365  PID         -  DO8365
 DO8365  STATE/COUNTY-  AR/HEMPSTEAD
 DO8365  COUNTRY     -  US
 DO8365  USGS QUAD   -  SPRING HILL (2017)
 DO8365
 DO8365                         *CURRENT SURVEY CONTROL
 DO8365  ______________________________________________________________________
 DO8365* NAD 83(1986) POSITION- 33 37 11.5    (N) 093 44 49.2    (W)   HD_HELD2
 DO8365* NAVD 88 ORTHO HEIGHT -    78.357 (meters)      257.08  (feet) ADJUSTED
 DO8365  ______________________________________________________________________
 DO8365  GEOID HEIGHT    -        -27.026 (meters)                     GEOID18
 DO8365  DYNAMIC HEIGHT  -         78.275 (meters)      256.81  (feet) COMP
 DO8365  MODELED GRAVITY -    979,587.3   (mgal)                       NAVD 88
 DO8365
 DO8365  VERT ORDER      -  SECOND    CLASS I
 DO8365
 DO8365.The horizontal coordinates were established by autonomous hand held GPS
 DO8365.observations and have an estimated accuracy of +/- 10 meters.
 DO8365
 DO8365.The orthometric height was determined by differential leveling and
 DO8365.adjusted by the NATIONAL GEODETIC SURVEY
 DO8365.in February 2014.
 DO8365
 DO8365.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8365.GEOID18 height accuracy estimate available here.
 DO8365
 DO8365.Click photographs - Photos may exist for this station.
 DO8365
 DO8365.The dynamic height is computed by dividing the NAVD 88
 DO8365.geopotential number by the normal gravity value computed on the
 DO8365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8365.degrees latitude (g = 980.6199 gals.).
 DO8365
 DO8365.The modeled gravity was interpolated from observed gravity values.
 DO8365
 DO8365;                    North         East    Units  Estimated Accuracy
 DO8365;SPC AR S     -   507,104.      237,905.      MT  (+/- 10 meters HH2 GPS)
 DO8365
 DO8365_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT3070920258(NAD 83)
 DO8365
 DO8365                          SUPERSEDED SURVEY CONTROL
 DO8365
 DO8365.No superseded survey control is available for this station.
 DO8365
 DO8365_MARKER: DB = BENCH MARK DISK
 DO8365_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DO8365_SP_SET: HEADWALL
 DO8365_STAMPING: F 337 2013
 DO8365_MARK LOGO: ARHD
 DO8365_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO8365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO8365+STABILITY: SURFACE MOTION
 DO8365_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO8365+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2013
 DO8365
 DO8365  HISTORY     - Date     Condition        Report By
 DO8365  HISTORY     - 20130326 MONUMENTED       ARHD
 DO8365
 DO8365                          STATION DESCRIPTION
 DO8365
 DO8365'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (JDH)
 DO8365'THE STATION IS LOCATED ABOUT 9.2 KM (5.7 MI) EAST-SOUTHEAST OF MCNAB,
 DO8365'6.2 KM (3.9 MI) EAST OF FULTON AND 2.4 KM (1.5 MI) WEST-SOUTHWEST OF
 DO8365'SHEPPARD.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DO8365'
 DO8365'TO REACH FROM THE INTERSECTION OF TO REACH FROM THE INTERSECTION OF
 DO8365'HIGHWAY 355 AND HIGHWAY 67, GO NORTH ALONG HIGHWAY 67 FOR 3.8 MI (6.1
 DO8365'KM) TO THE STATION ON THE RIGHT.
 DO8365'
 DO8365'IT IS 16.4 M (53.8 FT) NORTHWEST OF A POWER POLE, 11.1 M (36.4 FT)
 DO8365'NORTHWEST OF A FIBER OPTIC CABLE MARKER, 11 M (36.1 FT) NORTH OF A WEB
 DO8365'WIRE FENCE AND 8.6 M (28.2 FT) SOUTH OF THE CENTERLINE OF HIGHWAY 67.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO9605 ***********************************************************************
 DO9605  DESIGNATION -  F 338
 DO9605  PID         -  DO9605
 DO9605  STATE/COUNTY-  AR/OUACHITA
 DO9605  COUNTRY     -  US
 DO9605  USGS QUAD   -  CAMDEN (2017)
 DO9605
 DO9605                         *CURRENT SURVEY CONTROL
 DO9605  ______________________________________________________________________
 DO9605* NAD 83(1986) POSITION- 33 32 32.11   (N) 092 51 56.79   (W)   HD_HELD1
 DO9605* NAVD 88 ORTHO HEIGHT -    63.423 (meters)      208.08  (feet) ADJUSTED
 DO9605  ______________________________________________________________________
 DO9605  GEOID HEIGHT    -        -26.306 (meters)                     GEOID18
 DO9605  DYNAMIC HEIGHT  -         63.357 (meters)      207.86  (feet) COMP
 DO9605  MODELED GRAVITY -    979,597.4   (mgal)                       NAVD 88
 DO9605
 DO9605  VERT ORDER      -  FIRST     CLASS II
 DO9605
 DO9605.The horizontal coordinates were determined by differentially corrected
 DO9605.hand held GPS observations or other comparable positioning techniques
 DO9605.and have an estimated accuracy of +/- 3 meters.
 DO9605
 DO9605.The orthometric height was determined by differential leveling and
 DO9605.adjusted by the NATIONAL GEODETIC SURVEY
 DO9605.in March 2014.
 DO9605
 DO9605.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9605.GEOID18 height accuracy estimate available here.
 DO9605
 DO9605.Click photographs - Photos may exist for this station.
 DO9605
 DO9605.The dynamic height is computed by dividing the NAVD 88
 DO9605.geopotential number by the normal gravity value computed on the
 DO9605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9605.degrees latitude (g = 980.6199 gals.).
 DO9605
 DO9605.The modeled gravity was interpolated from observed gravity values.
 DO9605
 DO9605;                    North         East    Units  Estimated Accuracy
 DO9605;SPC AR S     -   497,453.7     319,593.7     MT  (+/- 3 meters HH1 GPS) 
 DO9605
 DO9605_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT1246111411(NAD 83)
 DO9605
 DO9605                          SUPERSEDED SURVEY CONTROL
 DO9605
 DO9605.No superseded survey control is available for this station.
 DO9605
 DO9605_MARKER: X = CHISELED CROSS
 DO9605_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DO9605_SP_SET: MANHOLE RIM
 DO9605_STAMPING: F 338 2013
 DO9605_MARK LOGO: ARHD
 DO9605_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO9605_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO9605_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9605+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2013
 DO9605
 DO9605  HISTORY     - Date     Condition        Report By
 DO9605  HISTORY     - 20130521 MONUMENTED       ARHD
 DO9605
 DO9605                          STATION DESCRIPTION
 DO9605
 DO9605'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (JDH)
 DO9605'THE STATION IS LOCATED ABOUT 13.8 KM (8.5 MI) WEST-SOUTHWEST OF EAST
 DO9605'CAMDEN, 10.3 KM (6.4 MI) NORTHEAST OF BUENA VISTA AND 5.5 KM (3.4 MI)
 DO9605'SOUTH-SOUTHWEST OF CAMDEN.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DO9605'
 DO9605'TO REACH FROM THE INTERSECTION OF HIGHWAY 79 AND HIGHWAY 278, GO SOUTH
 DO9605'ON HIGHWAY 79 FOR 1.9 MI (3.1 KM) THEN TURN LEFT ON OLD WIRE ROAD AND
 DO9605'GO FOR 0.7 MI (1.1 KM)  TO THE STATION ON THE RIGHT.
 DO9605'
 DO9605'IT IS 98 FT (29.9 M) NORTH OF A TELEPHONE BOX, 80 FT (24.4 M) SOUTH OF
 DO9605'A LIGHT POLE, 35 FT (10.7 M) WEST OF THE CENTERLINE OF CROSSHILL ROAD
 DO9605'AND 21 FT (6.4 M) WEST OF THE CENTERLINE OF OLD WIRE ROAD.
 DO9605'
 DO9605'NOTE-THE DATUM POINT IS STAMPED ON THE EAST EDGE OF THE  MANHOLE RIM.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GG0103 ***********************************************************************
 GG0103  DESIGNATION -  F 34
 GG0103  PID         -  GG0103
 GG0103  STATE/COUNTY-  AR/BENTON
 GG0103  COUNTRY     -  US
 GG0103  USGS QUAD   -  BENTONVILLE SOUTH (2017)
 GG0103
 GG0103                         *CURRENT SURVEY CONTROL
 GG0103  ______________________________________________________________________
 GG0103* NAD 83(1986) POSITION- 36 21 39.     (N) 094 13 59.     (W)   SCALED
 GG0103* NAVD 88 ORTHO HEIGHT -   389.078 (meters)     1276.50  (feet) ADJUSTED
 GG0103  ______________________________________________________________________
 GG0103  GEOID HEIGHT    -        -28.150 (meters)                     GEOID18
 GG0103  DYNAMIC HEIGHT  -        388.739 (meters)     1275.39  (feet) COMP
 GG0103  MODELED GRAVITY -    979,749.9   (mgal)                       NAVD 88
 GG0103
 GG0103  VERT ORDER      -  SECOND    CLASS 0
 GG0103
 GG0103.The horizontal coordinates were scaled from a map and have
 GG0103.an estimated accuracy of +/- 6 seconds.
 GG0103
 GG0103.The orthometric height was determined by differential leveling and
 GG0103.adjusted by the NATIONAL GEODETIC SURVEY
 GG0103.in June 1991.
 GG0103
 GG0103.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0103.GEOID18 height accuracy estimate available here.
 GG0103
 GG0103.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA893246(NAD 83)
 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
 GG0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0103.See file dsdata.pdf to determine how the superseded data were derived.
 GG0103
 GG0103_MARKER: DB = BENCH MARK DISK
 GG0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0103_STAMPING: F 34 1934
 GG0103_MARK LOGO: CGS
 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   CGS
 GG0103  HISTORY     - 1970     MARK NOT FOUND   USGS
 GG0103
 GG0103                          STATION DESCRIPTION
 GG0103
 GG0103'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DP5082 ***********************************************************************
 DP5082  DESIGNATION -  F 340
 DP5082  PID         -  DP5082
 DP5082  STATE/COUNTY-  AR/SALINE
 DP5082  COUNTRY     -  US
 DP5082  USGS QUAD   -  HASKELL (2017)
 DP5082
 DP5082                         *CURRENT SURVEY CONTROL
 DP5082  ______________________________________________________________________
 DP5082* NAD 83(1986) POSITION- 34 32 00.7    (N) 092 40 43.9    (W)   HD_HELD2
 DP5082* NAVD 88 ORTHO HEIGHT -   128.049 (meters)      420.11  (feet) ADJUSTED
 DP5082  ______________________________________________________________________
 DP5082  GEOID HEIGHT    -        -26.476 (meters)                     GEOID18
 DP5082  DYNAMIC HEIGHT  -        127.929 (meters)      419.71  (feet) COMP
 DP5082  MODELED GRAVITY -    979,690.1   (mgal)                       NAVD 88
 DP5082
 DP5082  VERT ORDER      -  SECOND    CLASS I
 DP5082
 DP5082.The horizontal coordinates were established by autonomous hand held GPS
 DP5082.observations and have an estimated accuracy of +/- 10 meters.
 DP5082
 DP5082.The orthometric height was determined by differential leveling and
 DP5082.adjusted by the NATIONAL GEODETIC SURVEY
 DP5082.in December 2014.
 DP5082
 DP5082.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5082.GEOID18 height accuracy estimate available here.
 DP5082
 DP5082.Click photographs - Photos may exist for this station.
 DP5082
 DP5082.The dynamic height is computed by dividing the NAVD 88
 DP5082.geopotential number by the normal gravity value computed on the
 DP5082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5082.degrees latitude (g = 980.6199 gals.).
 DP5082
 DP5082.The modeled gravity was interpolated from observed gravity values.
 DP5082
 DP5082;                    North         East    Units  Estimated Accuracy
 DP5082;SPC AR S     -   607,268.      337,682.      MT  (+/- 10 meters HH2 GPS)
 DP5082
 DP5082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU2946921361(NAD 83)
 DP5082
 DP5082                          SUPERSEDED SURVEY CONTROL
 DP5082
 DP5082.No superseded survey control is available for this station.
 DP5082
 DP5082_MARKER: DB = BENCH MARK DISK
 DP5082_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP5082_SP_SET: PILING CONECTOR
 DP5082_STAMPING: F 340 2014
 DP5082_MARK LOGO: ARHD
 DP5082_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP5082_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP5082+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2014
 DP5082
 DP5082  HISTORY     - Date     Condition        Report By
 DP5082  HISTORY     - 20140708 MONUMENTED       ARHD
 DP5082
 DP5082                          STATION DESCRIPTION
 DP5082
 DP5082'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (JDH)
 DP5082'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) NORTH-NORTHWEST OF
 DP5082'TRASKWOOD, 5.7 MI (9.2 KM) WEST-SOUTHWEST OF BENTON AND 3.3 MI (5.3
 DP5082'KM) NORTHWEST OF HASKELL.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DP5082'
 DP5082'TO REACH FROM THE INTERSECTION OF I-30 AND PAWNEE DRIVE, GO WEST ON
 DP5082'PAWNEE DRIVE FOR 0.1 MI (0.2 KM) TO THE STATION ON THE RIGHT UNDER THE
 DP5082'OVERPASS OF HIGHWAY 70 ONTO I-30 WEST.
 DP5082'
 DP5082'IT IS 34 FT (10.4 M) NORTH OF PAWNEE DRIVE CENTERLINE, 12 FT (3.7 M)
 DP5082'EAST OF A CONCRETE PILING AND 11 FT (3.4 M) WEST OF A CONCRETE PILING.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DP6898 ***********************************************************************
 DP6898  DESIGNATION -  F 341
 DP6898  PID         -  DP6898
 DP6898  STATE/COUNTY-  AR/WHITE
 DP6898  COUNTRY     -  US
 DP6898  USGS QUAD   -  BALD KNOB (2017)
 DP6898
 DP6898                         *CURRENT SURVEY CONTROL
 DP6898  ______________________________________________________________________
 DP6898* NAD 83(1986) POSITION- 35 20 21.14   (N) 091 33 44.45   (W)   HD_HELD1
 DP6898* NAVD 88 ORTHO HEIGHT -    81.299 (meters)      266.73  (feet) ADJUSTED
 DP6898  ______________________________________________________________________
 DP6898  GEOID HEIGHT    -        -27.298 (meters)                     GEOID18
 DP6898  DYNAMIC HEIGHT  -         81.227 (meters)      266.49  (feet) COMP
 DP6898  MODELED GRAVITY -    979,747.5   (mgal)                       NAVD 88
 DP6898
 DP6898  VERT ORDER      -  SECOND    CLASS I
 DP6898
 DP6898.The horizontal coordinates were determined by differentially corrected
 DP6898.hand held GPS observations or other comparable positioning techniques
 DP6898.and have an estimated accuracy of +/- 3 meters.
 DP6898
 DP6898.The orthometric height was determined by differential leveling and
 DP6898.adjusted by the NATIONAL GEODETIC SURVEY
 DP6898.in October 2015.
 DP6898
 DP6898.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6898.GEOID18 height accuracy estimate available here.
 DP6898
 DP6898.Click photographs - Photos may exist for this station.
 DP6898
 DP6898.The dynamic height is computed by dividing the NAVD 88
 DP6898.geopotential number by the normal gravity value computed on the
 DP6898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6898.degrees latitude (g = 980.6199 gals.).
 DP6898
 DP6898.The modeled gravity was interpolated from observed gravity values.
 DP6898
 DP6898;                    North         East    Units  Estimated Accuracy
 DP6898;SPC AR N     -   111,681.2     439,784.6     MT  (+/- 3 meters HH1 GPS) 
 DP6898
 DP6898_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV3064911608(NAD 83)
 DP6898
 DP6898                          SUPERSEDED SURVEY CONTROL
 DP6898
 DP6898.No superseded survey control is available for this station.
 DP6898
 DP6898_MARKER: DB = BENCH MARK DISK
 DP6898_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DP6898_SP_SET: HEADWALL
 DP6898_STAMPING: F 341 2014
 DP6898_MARK LOGO: ARHD
 DP6898_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP6898+STABILITY: SURFACE MOTION
 DP6898_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6898+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2014
 DP6898
 DP6898  HISTORY     - Date     Condition        Report By
 DP6898  HISTORY     - 20140903 MONUMENTED       ARHD
 DP6898
 DP6898                          STATION DESCRIPTION
 DP6898
 DP6898'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (JDH)
 DP6898'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) NORTHEAST OF JUDSONIA,
 DP6898'5.1 MI (8.2 KM) SOUTH OF VELVET RIDGE AND 2.1 MI (3.4 KM) NORTH OF
 DP6898'BALD KNOB.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DP6898'
 DP6898'TO REACH FROM THE INTERSECTION OF US HIGHWAY 167 AND US I-67, GO NORTH
 DP6898'ON HIGHWAY 167 FOR 1.35 MI (2.2 KM) TO THE STATION ON THE RIGHT, IN
 DP6898'THE CENTER OF THE EAST HEADWALL.
 DP6898'
 DP6898'IT IS 50 FT (15.2 M) EAST OF HIGHWAY 167 CENTERLINE AND 36 FT (11.0 M)
 DP6898'WEST OF A FENCE CORNER.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DP6922 ***********************************************************************
 DP6922  DESIGNATION -  F 342
 DP6922  PID         -  DP6922
 DP6922  STATE/COUNTY-  AR/INDEPENDENCE
 DP6922  COUNTRY     -  US
 DP6922  USGS QUAD   -  SALADO (2017)
 DP6922
 DP6922                         *CURRENT SURVEY CONTROL
 DP6922  ______________________________________________________________________
 DP6922* NAD 83(1986) POSITION- 35 40 44.7    (N) 091 36 57.1    (W)   HD_HELD2
 DP6922* NAVD 88 ORTHO HEIGHT -    80.402 (meters)      263.79  (feet) ADJUSTED
 DP6922  ______________________________________________________________________
 DP6922  GEOID HEIGHT    -        -27.453 (meters)                     GEOID18
 DP6922  DYNAMIC HEIGHT  -         80.333 (meters)      263.56  (feet) COMP
 DP6922  MODELED GRAVITY -    979,771.4   (mgal)                       NAVD 88
 DP6922
 DP6922  VERT ORDER      -  SECOND    CLASS I
 DP6922
 DP6922.The horizontal coordinates were established by autonomous hand held GPS
 DP6922.observations and have an estimated accuracy of +/- 10 meters.
 DP6922
 DP6922.The orthometric height was determined by differential leveling and
 DP6922.adjusted by the NATIONAL GEODETIC SURVEY
 DP6922.in October 2015.
 DP6922
 DP6922.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6922.GEOID18 height accuracy estimate available here.
 DP6922
 DP6922.Click photographs - Photos may exist for this station.
 DP6922
 DP6922.The dynamic height is computed by dividing the NAVD 88
 DP6922.geopotential number by the normal gravity value computed on the
 DP6922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6922.degrees latitude (g = 980.6199 gals.).
 DP6922
 DP6922.The modeled gravity was interpolated from observed gravity values.
 DP6922
 DP6922;                    North         East    Units  Estimated Accuracy
 DP6922;SPC AR N     -   149,368.      434,773.      MT  (+/- 10 meters HH2 GPS)
 DP6922
 DP6922_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV2525649237(NAD 83)
 DP6922
 DP6922                          SUPERSEDED SURVEY CONTROL
 DP6922
 DP6922.No superseded survey control is available for this station.
 DP6922
 DP6922_MARKER: DB = BENCH MARK DISK
 DP6922_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP6922_SP_SET: BRIDGE ABUTMENT
 DP6922_STAMPING: F 342 2014
 DP6922_MARK LOGO: ARHD
 DP6922_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6922_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6922_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP6922+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2014
 DP6922
 DP6922  HISTORY     - Date     Condition        Report By
 DP6922  HISTORY     - 20141029 MONUMENTED       ARHD
 DP6922
 DP6922                          STATION DESCRIPTION
 DP6922
 DP6922'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (JDH)
 DP6922'THE STATION IS LOCATED ABOUT 5.1 MI (8.2 KM) EAST-SOUTHEAST OF
 DP6922'JAMESTOWN, 3.9 MI (6.3 KM) NORTH OF HUFF AND 1.4 MI (2.3 KM) SOUTHWEST
 DP6922'OF SALADO.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DP6922'
 DP6922'TO REACH FROM THE INTERSECTION OF US HIGHWAY 167 AND STATE HIGHWAY
 DP6922'157, GO NORTH ON HIGHWAY 167 FOR 9.1 MI (14.6 KM) TO THE STATION ON
 DP6922'THE LEFT, IN THE SOUTHEAST CORNER OF THE BRIDGE ABUTMENT.
 DP6922'
 DP6922'IT IS 42 FT (12.8 M) WEST OF HIGHWAY 167 CENTERLINE AND 2 FT (0.6 M)
 DP6922'WEST OF THE GAURD RAIL.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ4460 ***********************************************************************
 DQ4460  DESIGNATION -  F 343
 DQ4460  PID         -  DQ4460
 DQ4460  STATE/COUNTY-  AR/JEFFERSON
 DQ4460  COUNTRY     -  US
 DQ4460  USGS QUAD   -  LADD (2017)
 DQ4460
 DQ4460                         *CURRENT SURVEY CONTROL
 DQ4460  ______________________________________________________________________
 DQ4460* NAD 83(1986) POSITION- 34 14 52.2    (N) 091 54 23.1    (W)   HD_HELD2
 DQ4460* NAVD 88 ORTHO HEIGHT -    63.214 (meters)      207.39  (feet) ADJUSTED
 DQ4460  ______________________________________________________________________
 DQ4460  GEOID HEIGHT    -        -26.029 (meters)                     GEOID18
 DQ4460  DYNAMIC HEIGHT  -         63.153 (meters)      207.19  (feet) COMP
 DQ4460  MODELED GRAVITY -    979,666.2   (mgal)                       NAVD 88
 DQ4460
 DQ4460  VERT ORDER      -  FIRST     CLASS II
 DQ4460
 DQ4460.The horizontal coordinates were established by autonomous hand held GPS
 DQ4460.observations and have an estimated accuracy of +/- 10 meters.
 DQ4460
 DQ4460.The orthometric height was determined by differential leveling and
 DQ4460.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4460.in February 2017.
 DQ4460
 DQ4460.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4460.GEOID18 height accuracy estimate available here.
 DQ4460
 DQ4460.Click photographs - Photos may exist for this station.
 DQ4460
 DQ4460.The dynamic height is computed by dividing the NAVD 88
 DQ4460.geopotential number by the normal gravity value computed on the
 DQ4460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4460.degrees latitude (g = 980.6199 gals.).
 DQ4460
 DQ4460.The modeled gravity was interpolated from observed gravity values.
 DQ4460
 DQ4460;                    North         East    Units  Estimated Accuracy
 DQ4460;SPC AR S     -   575,375.      408,620.      MT  (+/- 10 meters HH2 GPS)
 DQ4460
 DQ4460_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT0069890176(NAD 83)
 DQ4460
 DQ4460                          SUPERSEDED SURVEY CONTROL
 DQ4460
 DQ4460.No superseded survey control is available for this station.
 DQ4460
 DQ4460_MARKER: DB = BENCH MARK DISK
 DQ4460_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DQ4460_SP_SET: BRIDGE BRACE
 DQ4460_STAMPING: F 343 2015
 DQ4460_MARK LOGO: ARHD
 DQ4460_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ4460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4460_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ4460+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2015
 DQ4460
 DQ4460  HISTORY     - Date     Condition        Report By
 DQ4460  HISTORY     - 20150623 MONUMENTED       ARHD
 DQ4460
 DQ4460                          STATION DESCRIPTION
 DQ4460
 DQ4460'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 DQ4460'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) SOUTHWEST OF ALTHEIMER,
 DQ4460'5.7 MI (9.2 KM) EAST-NORTHEAST OF PINE BLUFF AND 2.4 MI (3.9 KM)
 DQ4460'SOUTH-SOUTHWEST OF ROB ROY.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ4460'
 DQ4460'TO REACH FROM THE INTERSECTION OF US HIGHWAY 79/63 AND US HIGHWAY 65
 DQ4460'B, GO NORTH ON HIGHWAY 79/63 FOR 4.7 MI (7.6 KM) TURN LEFT ON COUNTY
 DQ4460'ROAD FRENCH TOWN AUBURN LEVEE ROAD AND GO FOR 0.1 MI (0.2 KM) TURN
 DQ4460'RIGHT ON COUNTY ROAD CHARLES WOODEN ROAD AND GO FOR 0.3 MI (0.5 KM)
 DQ4460'THRU THE CORPS OF ENGINEER GATE TO THE STATION ON THE LEFT, IN A
 DQ4460'CONCRETE BRACE BETWEEN TWO CONCRETE BRIDGE PIERS.
 DQ4460'
 DQ4460'IT IS 10 FT (3.0 M) NORTH OF A CONCRETE BRIDGE PIER, 10 FT (3.0 M)
 DQ4460'NORTHEAST OF THE CENTERLINE OF CHARLES WOODEN ROAD AND 9 FT (2.7 M)
 DQ4460'SOUTH OF A CONCRETE BRIDGE PIER.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ3506 ***********************************************************************
 DQ3506  DESIGNATION -  F 344
 DQ3506  PID         -  DQ3506
 DQ3506  STATE/COUNTY-  AR/VAN BUREN
 DQ3506  COUNTRY     -  US
 DQ3506  USGS QUAD   -  CLINTON (2017)
 DQ3506
 DQ3506                         *CURRENT SURVEY CONTROL
 DQ3506  ______________________________________________________________________
 DQ3506* NAD 83(1986) POSITION- 35 31 17.1    (N) 092 26 19.7    (W)   HD_HELD2
 DQ3506* NAVD 88 ORTHO HEIGHT -   151.866 (meters)      498.25  (feet) ADJUSTED
 DQ3506  ______________________________________________________________________
 DQ3506  GEOID HEIGHT    -        -27.959 (meters)                     GEOID18
 DQ3506  DYNAMIC HEIGHT  -        151.726 (meters)      497.79  (feet) COMP
 DQ3506  MODELED GRAVITY -    979,708.8   (mgal)                       NAVD 88
 DQ3506
 DQ3506  VERT ORDER      -  SECOND    CLASS I
 DQ3506
 DQ3506.The horizontal coordinates were established by autonomous hand held GPS
 DQ3506.observations and have an estimated accuracy of +/- 10 meters.
 DQ3506
 DQ3506.The orthometric height was determined by differential leveling and
 DQ3506.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3506.in January 2017.
 DQ3506
 DQ3506.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3506.GEOID18 height accuracy estimate available here.
 DQ3506
 DQ3506.Click photographs - Photos may exist for this station.
 DQ3506
 DQ3506.The dynamic height is computed by dividing the NAVD 88
 DQ3506.geopotential number by the normal gravity value computed on the
 DQ3506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3506.degrees latitude (g = 980.6199 gals.).
 DQ3506
 DQ3506.The modeled gravity was interpolated from observed gravity values.
 DQ3506
 DQ3506;                    North         East    Units  Estimated Accuracy
 DQ3506;SPC AR N     -   131,896.      360,201.      MT  (+/- 10 meters HH2 GPS)
 DQ3506
 DQ3506_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV5088331013(NAD 83)
 DQ3506
 DQ3506                          SUPERSEDED SURVEY CONTROL
 DQ3506
 DQ3506.No superseded survey control is available for this station.
 DQ3506
 DQ3506_MARKER: DB = BENCH MARK DISK
 DQ3506_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DQ3506_SP_SET: BRIDGE PARAPET WALL
 DQ3506_STAMPING: F 344 2015
 DQ3506_MARK LOGO: ARHD
 DQ3506_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3506_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ3506_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ3506+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2015
 DQ3506
 DQ3506  HISTORY     - Date     Condition        Report By
 DQ3506  HISTORY     - 20150909 MONUMENTED       ARHD
 DQ3506
 DQ3506                          STATION DESCRIPTION
 DQ3506
 DQ3506'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 DQ3506'THE STATION IS LOCATED ABOUT 5.7 MI (9.2 KM) NORTHEAST OF FORMOSA, 5.5
 DQ3506'MI (8.8 KM) NORTH-NORTHWEST OF BEE BRANCH AND 5.0 MI (8.0 KM)
 DQ3506'SOUTH-SOUTHEAST OF CLINTON.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ3506'
 DQ3506'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 9,
 DQ3506'GO SOUTH ON HIGHWAY 65 FOR 0.45 MI (0.72 KM) TO THE STATION ON THE
 DQ3506'LEFT, IN THE SOUTHEAST CORNER OF THE CHOCTAW CREEK BRIDGE PARAPET
 DQ3506'WALL.
 DQ3506'
 DQ3506'IT IS 29 FT (8.8 M) EAST OF HIGHWAY 65 CENTERLINE AND 8 FT (2.4 M)
 DQ3506'NORTH OF A GUARD RAIL.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ3540 ***********************************************************************
 DQ3540  DESIGNATION -  F 345
 DQ3540  PID         -  DQ3540
 DQ3540  STATE/COUNTY-  AR/VAN BUREN
 DQ3540  COUNTRY     -  US
 DQ3540  USGS QUAD   -  BOTKINBURG (2017)
 DQ3540
 DQ3540                         *CURRENT SURVEY CONTROL
 DQ3540  ______________________________________________________________________
 DQ3540* NAD 83(1986) POSITION- 35 43 46.7    (N) 092 31 23.7    (W)   HD_HELD2
 DQ3540* NAVD 88 ORTHO HEIGHT -   456.663 (meters)     1498.24  (feet) ADJUSTED
 DQ3540  ______________________________________________________________________
 DQ3540  GEOID HEIGHT    -        -27.873 (meters)                     GEOID18
 DQ3540  DYNAMIC HEIGHT  -        456.234 (meters)     1496.83  (feet) COMP
 DQ3540  MODELED GRAVITY -    979,678.4   (mgal)                       NAVD 88
 DQ3540
 DQ3540  VERT ORDER      -  SECOND    CLASS I
 DQ3540
 DQ3540.The horizontal coordinates were established by autonomous hand held GPS
 DQ3540.observations and have an estimated accuracy of +/- 10 meters.
 DQ3540
 DQ3540.The orthometric height was determined by differential leveling and
 DQ3540.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3540.in January 2017.
 DQ3540
 DQ3540.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3540.GEOID18 height accuracy estimate available here.
 DQ3540
 DQ3540.Click photographs - Photos may exist for this station.
 DQ3540
 DQ3540.The dynamic height is computed by dividing the NAVD 88
 DQ3540.geopotential number by the normal gravity value computed on the
 DQ3540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3540.degrees latitude (g = 980.6199 gals.).
 DQ3540
 DQ3540.The modeled gravity was interpolated from observed gravity values.
 DQ3540
 DQ3540;                    North         East    Units  Estimated Accuracy
 DQ3540;SPC AR N     -   155,035.      352,664.      MT  (+/- 10 meters HH2 GPS)
 DQ3540
 DQ3540_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV4311454066(NAD 83)
 DQ3540
 DQ3540                          SUPERSEDED SURVEY CONTROL
 DQ3540
 DQ3540.No superseded survey control is available for this station.
 DQ3540
 DQ3540_MARKER: DB = BENCH MARK DISK
 DQ3540_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ3540_SP_SET: HEADWALL
 DQ3540_STAMPING: F 345 2015
 DQ3540_MARK LOGO: ARHD
 DQ3540_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3540+STABILITY: SURFACE MOTION
 DQ3540_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ3540+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2015
 DQ3540
 DQ3540  HISTORY     - Date     Condition        Report By
 DQ3540  HISTORY     - 20151104 MONUMENTED       ARHD
 DQ3540
 DQ3540                          STATION DESCRIPTION
 DQ3540
 DQ3540'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 DQ3540'TO THE STATION ON THE THE STATION IS LOCATED ABOUT 7.2 MI (11.6 KM)
 DQ3540'SOUTH-SOUTHEAST OF LESLIE, 6.4 MI (10.3 KM) WEST OF OLD LEXINGTON AND
 DQ3540'2.1 MI (3.4 KM) NORTH OF BOTKINBURG.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ3540'
 DQ3540'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 110,
 DQ3540'GO NORTH HIGHWAY 65 FOR 2.4 MI (3.9 KM) TO THE STATION ON THE RIGHT,
 DQ3540'IN THE CENTER OF THE EAST HEADWALL.
 DQ3540'
 DQ3540'IT IS 27 FT (8.2 M) EAST OF HIGHWAY 65 CENTERLINE AND 17 FT (5.2 M)
 DQ3540'WEST OF THE WOOD LINE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ3565 ***********************************************************************
 DQ3565  DESIGNATION -  F 346
 DQ3565  PID         -  DQ3565
 DQ3565  STATE/COUNTY-  AR/SEARCY
 DQ3565  COUNTRY     -  US
 DQ3565  USGS QUAD   -  MARSHALL (2017)
 DQ3565
 DQ3565                         *CURRENT SURVEY CONTROL
 DQ3565  ______________________________________________________________________
 DQ3565* NAD 83(1986) POSITION- 35 54 37.5    (N) 092 37 54.2    (W)   HD_HELD2
 DQ3565* NAVD 88 ORTHO HEIGHT -   321.595 (meters)     1055.10  (feet) ADJUSTED
 DQ3565  ______________________________________________________________________
 DQ3565  GEOID HEIGHT    -        -28.116 (meters)                     GEOID18
 DQ3565  DYNAMIC HEIGHT  -        321.300 (meters)     1054.13  (feet) COMP
 DQ3565  MODELED GRAVITY -    979,707.9   (mgal)                       NAVD 88
 DQ3565
 DQ3565  VERT ORDER      -  SECOND    CLASS I
 DQ3565
 DQ3565.The horizontal coordinates were established by autonomous hand held GPS
 DQ3565.observations and have an estimated accuracy of +/- 10 meters.
 DQ3565
 DQ3565.The orthometric height was determined by differential leveling and
 DQ3565.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3565.in January 2017.
 DQ3565
 DQ3565.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3565.GEOID18 height accuracy estimate available here.
 DQ3565
 DQ3565.Click photographs - Photos may exist for this station.
 DQ3565
 DQ3565.The dynamic height is computed by dividing the NAVD 88
 DQ3565.geopotential number by the normal gravity value computed on the
 DQ3565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3565.degrees latitude (g = 980.6199 gals.).
 DQ3565
 DQ3565.The modeled gravity was interpolated from observed gravity values.
 DQ3565
 DQ3565;                    North         East    Units  Estimated Accuracy
 DQ3565;SPC AR N     -   175,149.      342,980.      MT  (+/- 10 meters HH2 GPS)
 DQ3565
 DQ3565_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV3322974075(NAD 83)
 DQ3565
 DQ3565                          SUPERSEDED SURVEY CONTROL
 DQ3565
 DQ3565.No superseded survey control is available for this station.
 DQ3565
 DQ3565_MARKER: DB = BENCH MARK DISK
 DQ3565_SETTING: 66 = SET IN ROCK OUTCROP
 DQ3565_STAMPING: F 346 2016
 DQ3565_MARK LOGO: ARHD
 DQ3565_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ3565_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DQ3565+STABILITY: POSITION/ELEVATION WELL
 DQ3565_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ3565+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2016
 DQ3565
 DQ3565  HISTORY     - Date     Condition        Report By
 DQ3565  HISTORY     - 20160114 MONUMENTED       ARHD
 DQ3565
 DQ3565                          STATION DESCRIPTION
 DQ3565
 DQ3565'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 DQ3565'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) NORTHWEST OF LESLIE, 5.0
 DQ3565'MI (8.0 KM) NORTHEAST OF CANAAN AND IN THE TOWN OF MARSHALL, AR.
 DQ3565'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ3565'
 DQ3565'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY
 DQ3565'14/27 NORTH, GO NORTH ON HIGHWAY 65 FOR 0.45 MI (0.72 KM) TO THE
 DQ3565'STATION ON THE LEFT, IN A 2X3X1' ROCK.
 DQ3565'
 DQ3565'IT IS 51 FT (15.5 M) SOUTH OF HIGHWAY 65 CENTERLINE, 43 FT (13.1 M)
 DQ3565'WEST OF HIGHWAY 27 SOUTH CENTERLINE, 24 FT (7.3 M) SOUTHWEST OF A
 DQ3565'SIGNAL LIGHT POLE, 14 FT (4.3 M) NORTHWEST OF THE NORTHEAST CORNER OF
 DQ3565'A BLOCK BUILDING AND 9 FT (2.7 M) SOUTHEAST OF THE ROTENS FURNITURE
 DQ3565'SIGN.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ3595 ***********************************************************************
 DQ3595  DESIGNATION -  F 347
 DQ3595  PID         -  DQ3595
 DQ3595  STATE/COUNTY-  AR/SEARCY
 DQ3595  COUNTRY     -  US
 DQ3595  USGS QUAD   -  MARSHALL (2017)
 DQ3595
 DQ3595                         *CURRENT SURVEY CONTROL
 DQ3595  ______________________________________________________________________
 DQ3595* NAD 83(1986) POSITION- 35 59 03.7    (N) 092 44 38.2    (W)   HD_HELD2
 DQ3595* NAVD 88 ORTHO HEIGHT -   185.050 (meters)      607.12  (feet) ADJUSTED
 DQ3595  ______________________________________________________________________
 DQ3595  GEOID HEIGHT    -        -28.309 (meters)                     GEOID18
 DQ3595  DYNAMIC HEIGHT  -        184.884 (meters)      606.57  (feet) COMP
 DQ3595  MODELED GRAVITY -    979,732.1   (mgal)                       NAVD 88
 DQ3595
 DQ3595  VERT ORDER      -  SECOND    CLASS I
 DQ3595
 DQ3595.The horizontal coordinates were established by autonomous hand held GPS
 DQ3595.observations and have an estimated accuracy of +/- 10 meters.
 DQ3595
 DQ3595.The orthometric height was determined by differential leveling and
 DQ3595.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3595.in January 2017.
 DQ3595
 DQ3595.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3595.GEOID18 height accuracy estimate available here.
 DQ3595
 DQ3595.Click photographs - Photos may exist for this station.
 DQ3595
 DQ3595.The dynamic height is computed by dividing the NAVD 88
 DQ3595.geopotential number by the normal gravity value computed on the
 DQ3595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3595.degrees latitude (g = 980.6199 gals.).
 DQ3595
 DQ3595.The modeled gravity was interpolated from observed gravity values.
 DQ3595
 DQ3595;                    North         East    Units  Estimated Accuracy
 DQ3595;SPC AR N     -   183,424.      332,913.      MT  (+/- 10 meters HH2 GPS)
 DQ3595
 DQ3595_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV2308282244(NAD 83)
 DQ3595
 DQ3595                          SUPERSEDED SURVEY CONTROL
 DQ3595
 DQ3595.No superseded survey control is available for this station.
 DQ3595
 DQ3595_MARKER: DB = BENCH MARK DISK
 DQ3595_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DQ3595_SP_SET: SLAB
 DQ3595_STAMPING: F 347 2016
 DQ3595_MARK LOGO: ARHD
 DQ3595_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3595_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ3595_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ3595+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2016
 DQ3595
 DQ3595  HISTORY     - Date     Condition        Report By
 DQ3595  HISTORY     - 20160226 MONUMENTED       ARHD
 DQ3595
 DQ3595                          STATION DESCRIPTION
 DQ3595
 DQ3595'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 DQ3595'THE STATION IS LOCATED ABOUT 7.2 MI (11.6 KM) SOUTHWEST OF MAUMEE, 6.9
 DQ3595'MI (11.1 KM) NORTHEAST OF SNOWBALL AND 4.6 MI (7.4 KM) SOUTHEAST OF
 DQ3595'SAINT JOE.  OWNERSHIP--TYLER-BEND-NATIONAL-PARK.
 DQ3595'
 DQ3595'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 333,
 DQ3595'GO SOUTH ON HIGHWAY 65 FOR 1.6 MI (2.6 KM) TO GRINDER FERRY COUNTY
 DQ3595'ROAD TURN LEFT AND GO EAST ON GRINDER FERRY ROAD FOR 0.2 MI (0.3 KM)
 DQ3595'TO THE STATION ON THE RIGHT, IN THE NORTHEAST CORNER OF THE RESTROOM
 DQ3595'CONCRETE SLAB.
 DQ3595'
 DQ3595'IT IS 189 FT (57.6 M) EAST OF GRINDER FERRY ROAD CENTERLINE AND 5 FT
 DQ3595'(1.5 M) NORTHWEST OF THE NORTHEAST CORNER OF THE RESTROOM.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ3622 ***********************************************************************
 DQ3622  DESIGNATION -  F 348
 DQ3622  PID         -  DQ3622
 DQ3622  STATE/COUNTY-  AR/SEARCY
 DQ3622  COUNTRY     -  US
 DQ3622  USGS QUAD   -  WESTERN GROVE (2017)
 DQ3622
 DQ3622                         *CURRENT SURVEY CONTROL
 DQ3622  ______________________________________________________________________
 DQ3622* NAD 83(1986) POSITION- 36 04 04.6    (N) 092 53 51.2    (W)   HD_HELD2
 DQ3622* NAVD 88 ORTHO HEIGHT -   335.730 (meters)     1101.47  (feet) ADJUSTED
 DQ3622  ______________________________________________________________________
 DQ3622  GEOID HEIGHT    -        -28.340 (meters)                     GEOID18
 DQ3622  DYNAMIC HEIGHT  -        335.425 (meters)     1100.47  (feet) COMP
 DQ3622  MODELED GRAVITY -    979,716.9   (mgal)                       NAVD 88
 DQ3622
 DQ3622  VERT ORDER      -  SECOND    CLASS I
 DQ3622
 DQ3622.The horizontal coordinates were established by autonomous hand held GPS
 DQ3622.observations and have an estimated accuracy of +/- 10 meters.
 DQ3622
 DQ3622.The orthometric height was determined by differential leveling and
 DQ3622.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3622.in January 2017.
 DQ3622
 DQ3622.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3622.GEOID18 height accuracy estimate available here.
 DQ3622
 DQ3622.Click photographs - Photos may exist for this station.
 DQ3622
 DQ3622.The dynamic height is computed by dividing the NAVD 88
 DQ3622.geopotential number by the normal gravity value computed on the
 DQ3622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3622.degrees latitude (g = 980.6199 gals.).
 DQ3622
 DQ3622.The modeled gravity was interpolated from observed gravity values.
 DQ3622
 DQ3622;                    North         East    Units  Estimated Accuracy
 DQ3622;SPC AR N     -   192,813.      319,146.      MT  (+/- 10 meters HH2 GPS)
 DQ3622
 DQ3622_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV0922591489(NAD 83)
 DQ3622
 DQ3622                          SUPERSEDED SURVEY CONTROL
 DQ3622
 DQ3622.No superseded survey control is available for this station.
 DQ3622
 DQ3622_MARKER: DB = BENCH MARK DISK
 DQ3622_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ3622_SP_SET: HEADWALL
 DQ3622_STAMPING: F 348 2016
 DQ3622_MARK LOGO: ARGS
 DQ3622_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3622+STABILITY: SURFACE MOTION
 DQ3622_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3622+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2016
 DQ3622
 DQ3622  HISTORY     - Date     Condition        Report By
 DQ3622  HISTORY     - 20160413 MONUMENTED       ARHD
 DQ3622
 DQ3622                          STATION DESCRIPTION
 DQ3622
 DQ3622'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 DQ3622'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) SOUTH OF EVERTON, 5.8 MI
 DQ3622'(9.3 KM) WEST-NORTHWEST OF SAINT JOE AND 3.9 MI (6.3 KM) SOUTHEAST OF
 DQ3622'WESTERN GROVE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ3622'
 DQ3622'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 235,
 DQ3622'GO NORTH ON US HIGHWAY 65 FOR 2.05 MI (3.30 KM) TO THE STATION ON THE
 DQ3622'RIGHT, IN THE CENTER OF THE NORTH HEADWALL.
 DQ3622'
 DQ3622'IT IS 38 FT (11.6 M) SOUTHEAST OF A POWER POLE, 30 FT (9.1 M) NORTH OF
 DQ3622'HIGHWAY 65 CENTERLINE AND 9 FT (2.7 M) SOUTH OF A BARBED WIRE FENCE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0353 ***********************************************************************
 GF0353  DESIGNATION -  F 35
 GF0353  PID         -  GF0353
 GF0353  STATE/COUNTY-  AR/CARROLL
 GF0353  COUNTRY     -  US
 GF0353  USGS QUAD   -  BLUE EYE (2017)
 GF0353
 GF0353                         *CURRENT SURVEY CONTROL
 GF0353  ______________________________________________________________________
 GF0353* NAD 83(1986) POSITION- 36 27 21.     (N) 093 26 28.     (W)   SCALED
 GF0353* NAVD 88 ORTHO HEIGHT -   410.972 (meters)     1348.33  (feet) ADJUSTED
 GF0353  ______________________________________________________________________
 GF0353  GEOID HEIGHT    -        -28.405 (meters)                     GEOID18
 GF0353  DYNAMIC HEIGHT  -        410.612 (meters)     1347.15  (feet) COMP
 GF0353  MODELED GRAVITY -    979,744.4   (mgal)                       NAVD 88
 GF0353
 GF0353  VERT ORDER      -  SECOND    CLASS 0
 GF0353
 GF0353.The horizontal coordinates were scaled from a map and have
 GF0353.an estimated accuracy of +/- 6 seconds.
 GF0353
 GF0353.The orthometric height was determined by differential leveling and
 GF0353.adjusted by the NATIONAL GEODETIC SURVEY
 GF0353.in June 1991.
 GF0353
 GF0353.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0353.GEOID18 height accuracy estimate available here.
 GF0353
 GF0353.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA604345(NAD 83)
 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
 GF0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0353.See file dsdata.pdf to determine how the superseded data were derived.
 GF0353
 GF0353_MARKER: DB = BENCH MARK DISK
 GF0353_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GF0353_STAMPING: F 35 1934
 GF0353_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 DQ6622 ***********************************************************************
 DQ6622  DESIGNATION -  F 351
 DQ6622  PID         -  DQ6622
 DQ6622  STATE/COUNTY-  AR/PIKE
 DQ6622  COUNTRY     -  US
 DQ6622  USGS QUAD   -  MURFREESBORO (2017)
 DQ6622
 DQ6622                         *CURRENT SURVEY CONTROL
 DQ6622  ______________________________________________________________________
 DQ6622* NAD 83(1986) POSITION- 34 05 54.19   (N) 093 39 30.15   (W)   HD_HELD1
 DQ6622* NAVD 88 ORTHO HEIGHT -   151.216 (meters)      496.11  (feet) ADJUSTED
 DQ6622  ______________________________________________________________________
 DQ6622  GEOID HEIGHT    -        -27.332 (meters)                     GEOID18
 DQ6622  DYNAMIC HEIGHT  -        151.063 (meters)      495.61  (feet) COMP
 DQ6622  MODELED GRAVITY -    979,618.7   (mgal)                       NAVD 88
 DQ6622
 DQ6622  VERT ORDER      -  SECOND    CLASS I
 DQ6622
 DQ6622.The horizontal coordinates were determined by differentially corrected
 DQ6622.hand held GPS observations or other comparable positioning techniques
 DQ6622.and have an estimated accuracy of +/- 3 meters.
 DQ6622
 DQ6622.The orthometric height was determined by differential leveling and
 DQ6622.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6622.in November 2017.
 DQ6622
 DQ6622.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6622.GEOID18 height accuracy estimate available here.
 DQ6622
 DQ6622.Click photographs - Photos may exist for this station.
 DQ6622
 DQ6622.The dynamic height is computed by dividing the NAVD 88
 DQ6622.geopotential number by the normal gravity value computed on the
 DQ6622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6622.degrees latitude (g = 980.6199 gals.).
 DQ6622
 DQ6622.The modeled gravity was interpolated from observed gravity values.
 DQ6622
 DQ6622;                    North         East    Units  Estimated Accuracy
 DQ6622;SPC AR S     -   560,034.6     246,987.3     MT  (+/- 3 meters HH1 GPS) 
 DQ6622
 DQ6622_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT3927073260(NAD 83)
 DQ6622
 DQ6622                          SUPERSEDED SURVEY CONTROL
 DQ6622
 DQ6622.No superseded survey control is available for this station.
 DQ6622
 DQ6622_MARKER: DB = BENCH MARK DISK
 DQ6622_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ6622_SP_SET: HEADWALL
 DQ6622_STAMPING: F 351 2017
 DQ6622_MARK LOGO: ARHD
 DQ6622_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ6622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ6622+STABILITY: SURFACE MOTION
 DQ6622_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6622+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2017
 DQ6622
 DQ6622  HISTORY     - Date     Condition        Report By
 DQ6622  HISTORY     - 20171004 MONUMENTED       ARHD
 DQ6622
 DQ6622                          STATION DESCRIPTION
 DQ6622
 DQ6622'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2017 (JDH)
 DQ6622'THE STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) WEST-NORTHWEST OF
 DQ6622'DELIGHT, 8.9 MI (14.3 KM) EAST OF NATHAN AND 3.1 MI (5.0 KM) NORTHEAST
 DQ6622'OF MURFREESBORO.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ6622'
 DQ6622'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 27 AND STATE HIGHWAY
 DQ6622'26, GO NORTH ON HIGHWAY 27 FOR 2.55 MI (4.10 KM) TO THE STATION ON THE
 DQ6622'RIGHT, IN THE CENTER OF THE EAST HEADWALL.
 DQ6622'
 DQ6622'IT IS 131 FT (39.9 M) NORTHWEST OF A POWER POLE, 118 FT (36.0 M)
 DQ6622'SOUTHWEST OF A POWER POLE AND 34 FT (10.4 M) EAST OF HIGHWAY 27
 DQ6622'CENTERLINE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ8674 ***********************************************************************
 DQ8674  DESIGNATION -  F 352
 DQ8674  PID         -  DQ8674
 DQ8674  STATE/COUNTY-  AR/DREW
 DQ8674  COUNTRY     -  US
 DQ8674  USGS QUAD   -  SELMA (2017)
 DQ8674
 DQ8674                         *CURRENT SURVEY CONTROL
 DQ8674  ______________________________________________________________________
 DQ8674* NAD 83(1986) POSITION- 33 40 37.6    (N) 091 31 04.5    (W)   HD_HELD2
 DQ8674* NAVD 88 ORTHO HEIGHT -    46.622 (meters)      152.96  (feet) ADJUSTED
 DQ8674  ______________________________________________________________________
 DQ8674  GEOID HEIGHT    -        -26.010 (meters)                     GEOID18
 DQ8674  DYNAMIC HEIGHT  -         46.575 (meters)      152.80  (feet) COMP
 DQ8674  MODELED GRAVITY -    979,618.0   (mgal)                       NAVD 88
 DQ8674
 DQ8674  VERT ORDER      -  SECOND    CLASS I
 DQ8674
 DQ8674.The horizontal coordinates were established by autonomous hand held GPS
 DQ8674.observations and have an estimated accuracy of +/- 10 meters.
 DQ8674
 DQ8674.The orthometric height was determined by differential leveling and
 DQ8674.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8674.in July 2018.
 DQ8674
 DQ8674.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8674.GEOID18 height accuracy estimate available here.
 DQ8674
 DQ8674.Click photographs - Photos may exist for this station.
 DQ8674
 DQ8674.The dynamic height is computed by dividing the NAVD 88
 DQ8674.geopotential number by the normal gravity value computed on the
 DQ8674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8674.degrees latitude (g = 980.6199 gals.).
 DQ8674
 DQ8674.The modeled gravity was interpolated from observed gravity values.
 DQ8674
 DQ8674;                    North         East    Units  Estimated Accuracy
 DQ8674;SPC AR S     -   512,176.      444,702.      MT  (+/- 10 meters HH2 GPS)
 DQ8674
 DQ8674_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT3738827341(NAD 83)
 DQ8674
 DQ8674                          SUPERSEDED SURVEY CONTROL
 DQ8674
 DQ8674.No superseded survey control is available for this station.
 DQ8674
 DQ8674_MARKER: DB = BENCH MARK DISK
 DQ8674_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DQ8674_SP_SET: WATER WELL
 DQ8674_STAMPING: F 352 2018
 DQ8674_MARK LOGO: ARHD
 DQ8674_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ8674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ8674+STABILITY: SURFACE MOTION
 DQ8674_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ8674+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2018
 DQ8674
 DQ8674  HISTORY     - Date     Condition        Report By
 DQ8674  HISTORY     - 20180110 MONUMENTED       ARHD
 DQ8674
 DQ8674                          STATION DESCRIPTION
 DQ8674
 DQ8674'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (JDH)
 DQ8674'THE STATION IS LOCATED ABOUT 7.6 MI (12.2 KM) WEST-NORTHWEST OF
 DQ8674'MCGEHEE, 7.2 MI (11.6 KM) SOUTH-SOUTHWEST OF WINCHESTER AND 3.2 MI
 DQ8674'(5.1 KM) EAST-SOUTHEAST OF SELMA.  OWNERSHIP--TILLAR FARMS.
 DQ8674'
 DQ8674'TO REACH FROM THE INTERSECTION OF US HIGHWAY 278 AND STATE HIGHWAY
 DQ8674'277, GO NORTH ON HIGHWAY 277 FOR 1.9 MI (3.1 KM) TO A GRAVEL FARM
 DQ8674'ROAD.  TURN RIGHT AND GO SOUTH ON THE FARM ROAD FOR 0.15 MI (0.24 KM)
 DQ8674'TO THE STATION ON THE LEFT, IN THE CONCRETE BASE OF A WATER WELL.
 DQ8674'
 DQ8674'IT IS 107 FT (32.6 M) SOUTHEAST OF A POWER POLE, 34 FT (10.4 M) EAST
 DQ8674'OF A GRAVEL FARM ROAD CENTERLINE, 12 FT (3.7 M) EAST OF A METER POLE
 DQ8674'AND 12 FT (3.7 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ8700 ***********************************************************************
 DQ8700  DESIGNATION -  F 353
 DQ8700  PID         -  DQ8700
 DQ8700  STATE/COUNTY-  AR/DREW
 DQ8700  COUNTRY     -  US
 DQ8700  USGS QUAD   -  WINCHESTER (2017)
 DQ8700
 DQ8700                         *CURRENT SURVEY CONTROL
 DQ8700  ______________________________________________________________________
 DQ8700* NAD 83(2011) POSITION- 33 46 10.03649(N) 091 27 41.49757(W)   ADJUSTED
 DQ8700* NAD 83(2011) ELLIP HT-    20.499 (meters)        (06/24/19)   ADJUSTED
 DQ8700* NAD 83(2011) EPOCH   -  2010.00
 DQ8700* NAVD 88 ORTHO HEIGHT -    46.584 (meters)      152.83  (feet) ADJUSTED
 DQ8700  ______________________________________________________________________
 DQ8700  GEOID HEIGHT    -        -26.087 (meters)                     GEOID18
 DQ8700  NAD 83(2011) X  -   -135,372.298 (meters)                     COMP
 DQ8700  NAD 83(2011) Y  - -5,305,805.797 (meters)                     COMP
 DQ8700  NAD 83(2011) Z  -  3,525,228.957 (meters)                     COMP
 DQ8700  LAPLACE CORR    -         -2.35  (seconds)                    DEFLEC18
 DQ8700  DYNAMIC HEIGHT  -         46.537 (meters)      152.68  (feet) COMP
 DQ8700  MODELED GRAVITY -    979,624.0   (mgal)                       NAVD 88
 DQ8700
 DQ8700  VERT ORDER      -  SECOND    CLASS I
 DQ8700
 DQ8700  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ8700  Standards:
 DQ8700         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ8700            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ8700  -------------------------------------------------------------------
 DQ8700  NETWORK    0.57   1.08           0.27   0.18   0.55      0.06485145
 DQ8700  -------------------------------------------------------------------
 DQ8700  Click here for local accuracies and other accuracy information.
 DQ8700
 DQ8700.The horizontal coordinates were established by GPS observations
 DQ8700.and adjusted by the ARKANSAS DEPT OF TRANS in June 2019.
 DQ8700
 DQ8700.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ8700.been affixed to the stable North American tectonic plate. See 
 DQ8700.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ8700
 DQ8700.The horizontal coordinates are valid at the epoch date displayed above
 DQ8700.which is a decimal equivalence of Year/Month/Day.
 DQ8700
 DQ8700.The orthometric height was determined by differential leveling and
 DQ8700.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8700.in July 2018.
 DQ8700
 DQ8700.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8700.GEOID18 height accuracy estimate available here.
 DQ8700
 DQ8700.Click photographs - Photos may exist for this station.
 DQ8700
 DQ8700.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ8700
 DQ8700.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ8700
 DQ8700.The ellipsoidal height was determined by GPS observations
 DQ8700.and is referenced to NAD 83.
 DQ8700
 DQ8700.The dynamic height is computed by dividing the NAVD 88
 DQ8700.geopotential number by the normal gravity value computed on the
 DQ8700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8700.degrees latitude (g = 980.6199 gals.).
 DQ8700
 DQ8700.The modeled gravity was interpolated from observed gravity values.
 DQ8700
 DQ8700. The following values were computed from the NAD 83(2011) position.
 DQ8700
 DQ8700;                    North         East     Units Scale Factor Converg.
 DQ8700;SPC AR S     -   522,443.781   449,876.927   MT  0.99992910   +0 18 05.0
 DQ8700;SPC AR S     - 1,714,050.97  1,475,971.22   sFT  0.99992910   +0 18 05.0
 DQ8700;UTM  15      - 3,737,657.359   642,463.901   MT  0.99985021   +0 51 19.1
 DQ8700
 DQ8700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ8700!SPC AR S     -   0.99999678  x   0.99992910  =   0.99992588
 DQ8700!UTM  15      -   0.99999678  x   0.99985021  =   0.99984699
 DQ8700
 DQ8700_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT4246337657(NAD 83)
 DQ8700
 DQ8700                          SUPERSEDED SURVEY CONTROL
 DQ8700
 DQ8700.No superseded survey control is available for this station.
 DQ8700
 DQ8700_MARKER: DB = BENCH MARK DISK
 DQ8700_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ8700_SP_SET: HEADWALL
 DQ8700_STAMPING: F 353 2018
 DQ8700_MARK LOGO: ARHD
 DQ8700_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ8700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ8700+STABILITY: SURFACE MOTION
 DQ8700_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8700+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2018
 DQ8700
 DQ8700  HISTORY     - Date     Condition        Report By
 DQ8700  HISTORY     - 20180307 MONUMENTED       ARHD
 DQ8700  HISTORY     - 20180326 GOOD             ARHD
 DQ8700
 DQ8700                          STATION DESCRIPTION
 DQ8700
 DQ8700'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (JDH)
 DQ8700'THE STATION IS LOCATED ABOUT 8.3 MI (13.4 KM) SOUTH-SOUTHEAST OF
 DQ8700'DUMAS, 7.9 MI (12.7 KM) NORTHEAST OF SELMA AND 0.8 MI (1.3 KM)
 DQ8700'EAST-SOUTHEAST OF WINCHESTER.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ8700'
 DQ8700'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 277,
 DQ8700'GO NORTH ON HIGHWAY 65 FOR 4.0 MI (6.4 KM) TO THE STATION ON THE
 DQ8700'RIGHT, IN THE CENTER OF THE EAST HEADWALL.
 DQ8700'
 DQ8700'IT IS 34 FT (10.4 M) NORTH OF AN ASPHALT DRIVE AND 21 FT (6.4 M) EAST
 DQ8700'OF HIGHWAY 65 NORTH BOUND LANE SHOULDER.
 DQ8700
 DQ8700                          STATION RECOVERY (2018)
 DQ8700
 DQ8700'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (JDH)
 DQ8700'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR1109 ***********************************************************************
 DR1109  DESIGNATION -  F 354
 DR1109  PID         -  DR1109
 DR1109  STATE/COUNTY-  AR/CLARK
 DR1109  COUNTRY     -  US
 DR1109  USGS QUAD   -  ARKADELPHIA (2017)
 DR1109
 DR1109                         *CURRENT SURVEY CONTROL
 DR1109  ______________________________________________________________________
 DR1109* NAD 83(1986) POSITION- 34 04 05.5    (N) 093 06 58.2    (W)   HD_HELD2
 DR1109* NAVD 88 ORTHO HEIGHT -    94.579 (meters)      310.30  (feet) ADJUSTED
 DR1109  ______________________________________________________________________
 DR1109  GEOID HEIGHT    -        -26.828 (meters)                     GEOID18
 DR1109  DYNAMIC HEIGHT  -         94.484 (meters)      309.99  (feet) COMP
 DR1109  MODELED GRAVITY -    979,632.7   (mgal)                       NAVD 88
 DR1109
 DR1109  VERT ORDER      -  SECOND    CLASS I
 DR1109
 DR1109.The horizontal coordinates were established by autonomous hand held GPS
 DR1109.observations and have an estimated accuracy of +/- 10 meters.
 DR1109
 DR1109.The orthometric height was determined by differential leveling and
 DR1109.adjusted by the NATIONAL GEODETIC SURVEY
 DR1109.in February 2019.
 DR1109
 DR1109.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR1109.GEOID18 height accuracy estimate available here.
 DR1109
 DR1109.Click photographs - Photos may exist for this station.
 DR1109
 DR1109.The dynamic height is computed by dividing the NAVD 88
 DR1109.geopotential number by the normal gravity value computed on the
 DR1109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR1109.degrees latitude (g = 980.6199 gals.).
 DR1109
 DR1109.The modeled gravity was interpolated from observed gravity values.
 DR1109
 DR1109;                    North         East    Units  Estimated Accuracy
 DR1109;SPC AR S     -   556,008.      296,976.      MT  (+/- 10 meters HH2 GPS)
 DR1109
 DR1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT8928069723(NAD 83)
 DR1109
 DR1109                          SUPERSEDED SURVEY CONTROL
 DR1109
 DR1109.No superseded survey control is available for this station.
 DR1109
 DR1109_MARKER: DB = BENCH MARK DISK
 DR1109_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DR1109_SP_SET: BASE
 DR1109_STAMPING: F 354 2018
 DR1109_MARK LOGO: ARHD
 DR1109_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR1109_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR1109_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR1109+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2018
 DR1109
 DR1109  HISTORY     - Date     Condition        Report By
 DR1109  HISTORY     - 20181114 MONUMENTED       ARHD
 DR1109
 DR1109                          STATION DESCRIPTION
 DR1109
 DR1109'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (JDH)
 DR1109'THE STATION IS LOCATED ABOUT 7.6 MI (12.2 KM) SOUTH-SOUTHEAST OF DE
 DR1109'GRAY, 5.1 MI (8.2 KM) SOUTHWEST OF ARKADELPHIA AND 4.9 MI (7.9 KM)
 DR1109'NORTH OF CURTIS.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR1109'
 DR1109'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 26 AND INTERSTATE 30,
 DR1109'GO EAST ON HIGHWAY 26 FOR 0.4 MI (0.6 KM) TO THE STATION ON THE RIGHT,
 DR1109'SET IN THE BASE OF THE ARGS CORS.
 DR1109'
 DR1109'IT IS 27 FT (8.2 M) NORTH OF THE SOUTHWEST CORNER OF THE ARDOT ASPHALT
 DR1109'PARKING AND 1 FT (0.3 M) EAST OF THE ARGS CORS.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR3447 ***********************************************************************
 DR3447  DESIGNATION -  F 355
 DR3447  PID         -  DR3447
 DR3447  STATE/COUNTY-  AR/MISSISSIPPI
 DR3447  COUNTRY     -  US
 DR3447  USGS QUAD   -  KEISER (2017)
 DR3447
 DR3447                         *CURRENT SURVEY CONTROL
 DR3447  ______________________________________________________________________
 DR3447* NAD 83(1986) POSITION- 35 43 16.7    (N) 090 02 02.2    (W)   HD_HELD2
 DR3447* NAVD 88 ORTHO HEIGHT -    77.603 (meters)      254.60  (feet) ADJUSTED
 DR3447  ______________________________________________________________________
 DR3447  GEOID HEIGHT    -        -27.748 (meters)                     GEOID18
 DR3447  DYNAMIC HEIGHT  -         77.537 (meters)      254.39  (feet) COMP
 DR3447  MODELED GRAVITY -    979,780.6   (mgal)                       NAVD 88
 DR3447
 DR3447  VERT ORDER      -  FIRST     CLASS II
 DR3447
 DR3447.The horizontal coordinates were established by autonomous hand held GPS
 DR3447.observations and have an estimated accuracy of +/- 10 meters.
 DR3447
 DR3447.The orthometric height was determined by differential leveling and
 DR3447.adjusted by the NATIONAL GEODETIC SURVEY
 DR3447.in June 2020.
 DR3447
 DR3447.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR3447.GEOID18 height accuracy estimate available here.
 DR3447
 DR3447.Click photographs - Photos may exist for this station.
 DR3447
 DR3447.The dynamic height is computed by dividing the NAVD 88
 DR3447.geopotential number by the normal gravity value computed on the
 DR3447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR3447.degrees latitude (g = 980.6199 gals.).
 DR3447
 DR3447.The modeled gravity was interpolated from observed gravity values.
 DR3447
 DR3447;                    North         East    Units  Estimated Accuracy
 DR3447;SPC AR N     -   155,760.      577,866.      MT  (+/- 10 meters HH2 GPS)
 DR3447
 DR3447_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6829957094(NAD 83)
 DR3447
 DR3447                          SUPERSEDED SURVEY CONTROL
 DR3447
 DR3447.No superseded survey control is available for this station.
 DR3447
 DR3447_MARKER: DB = BENCH MARK DISK
 DR3447_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DR3447_SP_SET: BRIDGE ABUTMENT
 DR3447_STAMPING: F 355 2019
 DR3447_MARK LOGO: ARHD
 DR3447_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DR3447_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR3447_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR3447+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2019
 DR3447
 DR3447  HISTORY     - Date     Condition        Report By
 DR3447  HISTORY     - 20190812 MONUMENTED       ARHD
 DR3447
 DR3447                          STATION DESCRIPTION
 DR3447
 DR3447'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2019 (JDH)
 DR3447'THE STATION IS LOCATED ABOUT 6.4 MI (10.3 KM) WEST-SOUTHWEST OF
 DR3447'LUXORA, 4.9 MI (7.9 KM) NORTHEAST OF KEISER AND 3.8 MI (6.1 KM)
 DR3447'WEST-NORTHWEST OF OSCEOLA.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR3447'
 DR3447'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 119 AND STATE HIGHWAY
 DR3447'140, GO NORTH ON HIGHWAY 119 FOR 2.6 MI (4.2 KM) TO THE STATION ON THE
 DR3447'LEFT, IN THE SOUTHEAST CORNER OF THE BRIDGE ABUTMENT.
 DR3447'
 DR3447'IT IS 18 FT (5.5 M) SOUTH OF HIGHWAY 119 CENTERLINE, 12 FT (3.7 M)
 DR3447'SOUTHEAST OF THE SOUTHEAST CORNER OF THE I-55 OVERPASS BRIDGE
 DR3447'ABUTMENT.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR7087 ***********************************************************************
 DR7087  DESIGNATION -  F 356
 DR7087  PID         -  DR7087
 DR7087  STATE/COUNTY-  AR/CRITTENDEN
 DR7087  COUNTRY     -  US
 DR7087  USGS QUAD   -  WEST MEMPHIS (2017)
 DR7087
 DR7087                         *CURRENT SURVEY CONTROL
 DR7087  ______________________________________________________________________
 DR7087* NAD 83(1986) POSITION- 35 09 12.0    (N) 090 08 14.6    (W)   HD_HELD2
 DR7087* NAVD 88 ORTHO HEIGHT -    65.517 (meters)      214.95  (feet) ADJUSTED
 DR7087  ______________________________________________________________________
 DR7087  GEOID HEIGHT    -        -27.322 (meters)                     GEOID18
 DR7087  DYNAMIC HEIGHT  -         65.458 (meters)      214.76  (feet) COMP
 DR7087  MODELED GRAVITY -    979,732.4   (mgal)                       NAVD 88
 DR7087
 DR7087  VERT ORDER      -  SECOND    CLASS I
 DR7087
 DR7087.The horizontal coordinates were established by autonomous hand held GPS
 DR7087.observations and have an estimated accuracy of +/- 10 meters.
 DR7087
 DR7087.The orthometric height was determined by differential leveling and
 DR7087.adjusted by the NATIONAL GEODETIC SURVEY
 DR7087.in January 2022.
 DR7087
 DR7087.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7087.GEOID18 height accuracy estimate available here.
 DR7087
 DR7087.Click photographs - Photos may exist for this station.
 DR7087
 DR7087.The dynamic height is computed by dividing the NAVD 88
 DR7087.geopotential number by the normal gravity value computed on the
 DR7087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7087.degrees latitude (g = 980.6199 gals.).
 DR7087
 DR7087.The modeled gravity was interpolated from observed gravity values.
 DR7087
 DR7087;                    North         East    Units  Estimated Accuracy
 DR7087;SPC AR N     -    92,577.      569,700.      MT  (+/- 10 meters HH2 GPS)
 DR7087
 DR7087_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6076693799(NAD 83)
 DR7087
 DR7087                          SUPERSEDED SURVEY CONTROL
 DR7087
 DR7087.No superseded survey control is available for this station.
 DR7087
 DR7087_MARKER: B = BOLT
 DR7087_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DR7087_SP_SET: BOLT
 DR7087_STAMPING: F 356 2021
 DR7087_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR7087_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7087_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR7087+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2021
 DR7087
 DR7087  HISTORY     - Date     Condition        Report By
 DR7087  HISTORY     - 20210712 MONUMENTED       ARHD
 DR7087
 DR7087                          STATION DESCRIPTION
 DR7087
 DR7087'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2021 (JDH)
 DR7087'THE MARK IS LOCATED ABOUT 10.4 MI (16.7 KM) SOUTH-SOUTHEAST OF
 DR7087'JERICHO, 10.3 MI (16.6 KM) EAST-NORTHEAST OF EDMONDSON AND 2.7 MI (4.3
 DR7087'KM) EAST OF WEST MEMPHIS.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7087'
 DR7087'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 38 AND CITY STREET
 DR7087'PETRO ROAD, SOUTHWEST OF THAT INTERSECTION, IN A BOLT IN THE NORTH
 DR7087'SIDE OF A MCDONALD SIGN.
 DR7087'
 DR7087'IT IS 80 FT (24.4 M) SOUTH OF PETRO ROAD CENTERLINE, 80 FT (24.4 M)
 DR7087'EAST OF MARTIN LUTHER KING DRIVE CENTERLINE AND 54 FT (16.5 M)
 DR7087'SOUTHEAST OF A TELEPHONE FLAT BOX.
 DR7087'
 DR7087'NOTE-F 356 2021 STAMPED ON THE BOLT.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR7308 ***********************************************************************
 DR7308  DESIGNATION -  F 357
 DR7308  PID         -  DR7308
 DR7308  STATE/COUNTY-  AR/SHARP
 DR7308  COUNTRY     -  US
 DR7308  USGS QUAD   -  STUART (2017)
 DR7308
 DR7308                         *CURRENT SURVEY CONTROL
 DR7308  ______________________________________________________________________
 DR7308* NAD 83(1986) POSITION- 36 15 05.9    (N) 091 35 03.6    (W)   HD_HELD2
 DR7308* NAVD 88 ORTHO HEIGHT -   187.982 (meters)      616.74  (feet) ADJUSTED
 DR7308  ______________________________________________________________________
 DR7308  GEOID HEIGHT    -        -28.256 (meters)                     GEOID18
 DR7308  DYNAMIC HEIGHT  -        187.823 (meters)      616.22  (feet) COMP
 DR7308  MODELED GRAVITY -    979,781.5   (mgal)                       NAVD 88
 DR7308
 DR7308  VERT ORDER      -  SECOND    CLASS I
 DR7308
 DR7308.The horizontal coordinates were established by autonomous hand held GPS
 DR7308.observations and have an estimated accuracy of +/- 10 meters.
 DR7308
 DR7308.The orthometric height was determined by differential leveling and
 DR7308.adjusted by the NATIONAL GEODETIC SURVEY
 DR7308.in January 2022.
 DR7308
 DR7308.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7308.GEOID18 height accuracy estimate available here.
 DR7308
 DR7308.Click photographs - Photos may exist for this station.
 DR7308
 DR7308.The dynamic height is computed by dividing the NAVD 88
 DR7308.geopotential number by the normal gravity value computed on the
 DR7308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7308.degrees latitude (g = 980.6199 gals.).
 DR7308
 DR7308.The modeled gravity was interpolated from observed gravity values.
 DR7308
 DR7308;                    North         East    Units  Estimated Accuracy
 DR7308;SPC AR N     -   212,906.      437,359.      MT  (+/- 10 meters HH2 GPS)
 DR7308
 DR7308_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA2718812788(NAD 83)
 DR7308
 DR7308                          SUPERSEDED SURVEY CONTROL
 DR7308
 DR7308.No superseded survey control is available for this station.
 DR7308
 DR7308_MARKER: DB = BENCH MARK DISK
 DR7308_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DR7308_SP_SET: HEADWALL
 DR7308_STAMPING: F 357 2021
 DR7308_MARK LOGO: ARHD
 DR7308_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR7308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR7308+STABILITY: SURFACE MOTION
 DR7308_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7308+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2021
 DR7308
 DR7308  HISTORY     - Date     Condition        Report By
 DR7308  HISTORY     - 20210901 MONUMENTED       ARHD
 DR7308
 DR7308                          STATION DESCRIPTION
 DR7308
 DR7308'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2021 (JDH)
 DR7308'THE MARK IS LOCATED ABOUT 6.2 MI (10.0 KM) EAST-SOUTHEAST OF AGNOS,
 DR7308'3.8 MI (6.1 KM) WEST-SOUTHWEST OF STUART AND 2.3 MI (3.7 KM) NORTHEAST
 DR7308'OF ASH FLAT.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7308'
 DR7308'TO REACH FROM THE INTERSECTION OF US HIGHWAY 62/412 AND US HIGHWAY
 DR7308'167, GO EAST ALONG HIGHWAY 62/412 FOR 1.45 MI (2.33 KM) TO THE STATION
 DR7308'ON THE RIGHT, IN THE WEST END OF THE SOUTH HEADWALL.
 DR7308'
 DR7308'IT IS 2 FT (0.6 M) WEST OF A GUARD RAIL AND 47 FT (14.3 M) SOUTHEAST
 DR7308'OF HIGHWAY 62/412 CENTERLINE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR7604 ***********************************************************************
 DR7604  DESIGNATION -  F 358
 DR7604  PID         -  DR7604
 DR7604  STATE/COUNTY-  AR/PRAIRIE
 DR7604  COUNTRY     -  US
 DR7604  USGS QUAD   -  HAZEN (2017)
 DR7604
 DR7604                         *CURRENT SURVEY CONTROL
 DR7604  ______________________________________________________________________
 DR7604* NAD 83(1986) POSITION- 34 46 51.9    (N) 091 37 13.2    (W)   HD_HELD2
 DR7604* NAVD 88 ORTHO HEIGHT -    69.693 (meters)      228.65  (feet) ADJUSTED
 DR7604  ______________________________________________________________________
 DR7604  GEOID HEIGHT    -        -26.934 (meters)                     GEOID18
 DR7604  DYNAMIC HEIGHT  -         69.628 (meters)      228.44  (feet) COMP
 DR7604  MODELED GRAVITY -    979,694.2   (mgal)                       NAVD 88
 DR7604
 DR7604  VERT ORDER      -  SECOND    CLASS I
 DR7604
 DR7604.The horizontal coordinates were established by autonomous hand held GPS
 DR7604.observations and have an estimated accuracy of +/- 10 meters.
 DR7604
 DR7604.The orthometric height was determined by differential leveling and
 DR7604.adjusted by the NATIONAL GEODETIC SURVEY
 DR7604.in June 2022.
 DR7604
 DR7604.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7604.GEOID18 height accuracy estimate available here.
 DR7604
 DR7604.Click photographs - Photos may exist for this station.
 DR7604
 DR7604.The dynamic height is computed by dividing the NAVD 88
 DR7604.geopotential number by the normal gravity value computed on the
 DR7604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7604.degrees latitude (g = 980.6199 gals.).
 DR7604
 DR7604.The modeled gravity was interpolated from observed gravity values.
 DR7604
 DR7604;                    North         East    Units  Estimated Accuracy
 DR7604;SPC AR S     -   634,588.      434,751.      MT  (+/- 10 meters HH2 GPS)
 DR7604
 DR7604_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU2623549633(NAD 83)
 DR7604
 DR7604                          SUPERSEDED SURVEY CONTROL
 DR7604
 DR7604.No superseded survey control is available for this station.
 DR7604
 DR7604_MARKER: DB = BENCH MARK DISK
 DR7604_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DR7604_SP_SET: HEADWALL
 DR7604_STAMPING: F 358 2021
 DR7604_MARK LOGO: ARHD
 DR7604_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR7604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR7604+STABILITY: SURFACE MOTION
 DR7604_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR7604+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2021
 DR7604
 DR7604  HISTORY     - Date     Condition        Report By
 DR7604  HISTORY     - 20211116 MONUMENTED       ARHD
 DR7604
 DR7604                          STATION DESCRIPTION
 DR7604
 DR7604'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2021 (JDH)
 DR7604'THE MARK IS LOCATED ABOUT 9.4 MI (15.1 KM) NORTH-NORTHWEST OF SLOVAK,
 DR7604'7.2 MI (11.6 KM) EAST OF CARLISLE AND 2.2 MI (3.5 KM) WEST OF HAZEN.
 DR7604'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7604'
 DR7604'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 11 AND US HIGHWAY 70,
 DR7604'GO WEST ALONG HIGHWAY 70 FOR 3 MI (4.8 KM) TO THE STATION ON THE
 DR7604'RIGHT, IN THE CENTER OF THE SOUTH HEADWALL OF AN ABANDONED RAILROAD.
 DR7604'
 DR7604'IT IS 115 FT (35.1 M) NORTH OF THE NORTH HEADWALL UNDER HIGHWAY 70, 65
 DR7604'FT (19.8 M) SOUTH OF A 48 INCH (122 CM) METAL CULVERT AND 12 FT (3.7
 DR7604'M) SOUTH OF THE OLD ABANDONED RAILROAD CENTERLINE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR8570 ***********************************************************************
 DR8570  DESIGNATION -  F 359
 DR8570  PID         -  DR8570
 DR8570  STATE/COUNTY-  AR/FRANKLIN
 DR8570  COUNTRY     -  US
 DR8570  USGS QUAD   -  WATALULA (2017)
 DR8570
 DR8570                         *CURRENT SURVEY CONTROL
 DR8570  ______________________________________________________________________
 DR8570* NAD 83(1986) POSITION- 35 30 08.9    (N) 093 50 41.1    (W)   HD_HELD2
 DR8570* NAVD 88 ORTHO HEIGHT -   166.256 (meters)      545.46  (feet) ADJUSTED
 DR8570  ______________________________________________________________________
 DR8570  GEOID HEIGHT    -        -29.183 (meters)                     GEOID18
 DR8570  DYNAMIC HEIGHT  -        166.103 (meters)      544.96  (feet) COMP
 DR8570  MODELED GRAVITY -    979,712.9   (mgal)                       NAVD 88
 DR8570
 DR8570  VERT ORDER      -  SECOND    CLASS I
 DR8570
 DR8570.The horizontal coordinates were established by autonomous hand held GPS
 DR8570.observations and have an estimated accuracy of +/- 10 meters.
 DR8570
 DR8570.The orthometric height was determined by differential leveling and
 DR8570.adjusted by the NATIONAL GEODETIC SURVEY
 DR8570.in February 2023.
 DR8570
 DR8570.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8570.GEOID18 height accuracy estimate available here.
 DR8570
 DR8570.Click photographs - Photos may exist for this station.
 DR8570
 DR8570.The dynamic height is computed by dividing the NAVD 88
 DR8570.geopotential number by the normal gravity value computed on the
 DR8570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR8570.degrees latitude (g = 980.6199 gals.).
 DR8570
 DR8570.The modeled gravity was interpolated from observed gravity values.
 DR8570
 DR8570;                    North         East    Units  Estimated Accuracy
 DR8570;SPC AR N     -   131,274.      232,652.      MT  (+/- 10 meters HH2 GPS)
 DR8570
 DR8570_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV2338829095(NAD 83)
 DR8570
 DR8570                          SUPERSEDED SURVEY CONTROL
 DR8570
 DR8570.No superseded survey control is available for this station.
 DR8570
 DR8570_MARKER: DB = BENCH MARK DISK
 DR8570_SETTING: 66 = SET IN ROCK OUTCROP
 DR8570_STAMPING: F 359 2022
 DR8570_MARK LOGO: ARHD
 DR8570_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR8570_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DR8570+STABILITY: POSITION/ELEVATION WELL
 DR8570_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR8570+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2022
 DR8570
 DR8570  HISTORY     - Date     Condition        Report By
 DR8570  HISTORY     - 20221102 MONUMENTED       ARHD
 DR8570
 DR8570                          STATION DESCRIPTION
 DR8570
 DR8570'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2022 (JDH)
 DR8570'THE MARK IS LOCATED ABOUT 5.1 MI (8.2 KM) SOUTHEAST OF CRAVENS, 5.0 MI
 DR8570'(8.0 KM) SOUTH-SOUTHWEST OF WATALULA AND 1.4 MI (2.3 KM) NORTHWEST OF
 DR8570'OZARK.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR8570'
 DR8570'TO REACH FROM THE INTERSECTION OF US HIGHWAY 64 AND STATE HIGHWAY 23
 DR8570'N, HEAD NORTH ALONG HIGHWAY 23 FOR 0.90 MI (1.45 KM) TO THE STATION ON
 DR8570'THE RIGHT, IN A ROCK OUTCROP.
 DR8570'
 DR8570'IT IS 101 FT (30.8 M) SOUTH OF A TELEPHONE, 31 FT (9.4 M)
 DR8570'EAST OF HIGHWAY 23 CENTERLINE, 17 FT (5.2 M) WEST OF A WITNESS POST.
 DR8570'
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0342 ***********************************************************************
 GF0342  DESIGNATION -  F 36
 GF0342  PID         -  GF0342
 GF0342  STATE/COUNTY-  AR/BOONE
 GF0342  COUNTRY     -  US
 GF0342  USGS QUAD   -  BERGMAN (2017)
 GF0342
 GF0342                         *CURRENT SURVEY CONTROL
 GF0342  ______________________________________________________________________
 GF0342* NAD 83(1986) POSITION- 36 15 21.     (N) 093 05 41.     (W)   SCALED
 GF0342* NAVD 88 ORTHO HEIGHT -   393.153 (meters)     1289.87  (feet) ADJUSTED
 GF0342  ______________________________________________________________________
 GF0342  GEOID HEIGHT    -        -28.295 (meters)                     GEOID18
 GF0342  DYNAMIC HEIGHT  -        392.802 (meters)     1288.72  (feet) COMP
 GF0342  MODELED GRAVITY -    979,727.4   (mgal)                       NAVD 88
 GF0342
 GF0342  VERT ORDER      -  SECOND    CLASS 0
 GF0342
 GF0342.The horizontal coordinates were scaled from a map and have
 GF0342.an estimated accuracy of +/- 6 seconds.
 GF0342
 GF0342.The orthometric height was determined by differential leveling and
 GF0342.adjusted by the NATIONAL GEODETIC SURVEY
 GF0342.in June 1991.
 GF0342
 GF0342.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0342.GEOID18 height accuracy estimate available here.
 GF0342
 GF0342.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA914123(NAD 83)
 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
 GF0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0342.See file dsdata.pdf to determine how the superseded data were derived.
 GF0342
 GF0342_MARKER: DB = BENCH MARK DISK
 GF0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0342_STAMPING: F 36 1934
 GF0342_MARK LOGO: CGS
 GF0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0342+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DR9506 ***********************************************************************
 DR9506  DESIGNATION -  F 360
 DR9506  PID         -  DR9506
 DR9506  STATE/COUNTY-  AR/FAULKNER
 DR9506  COUNTRY     -  US
 DR9506  USGS QUAD   -  HAMLET (2017)
 DR9506
 DR9506                         *CURRENT SURVEY CONTROL
 DR9506  ______________________________________________________________________
 DR9506* NAD 83(1986) POSITION- 35 04 52.6    (N) 092 22 08.1    (W)   HD_HELD2
 DR9506* NAVD 88 ORTHO HEIGHT -    93.873 (meters)      307.98  (feet) ADJUSTED
 DR9506  ______________________________________________________________________
 DR9506  GEOID HEIGHT    -        -27.823 (meters)                     GEOID18
 DR9506  DYNAMIC HEIGHT  -         93.784 (meters)      307.69  (feet) COMP
 DR9506  MODELED GRAVITY -    979,695.3   (mgal)                       NAVD 88
 DR9506
 DR9506  VERT ORDER      -  FIRST     CLASS II
 DR9506
 DR9506.The horizontal coordinates were established by autonomous hand held GPS
 DR9506.observations and have an estimated accuracy of +/- 10 meters.
 DR9506
 DR9506.The orthometric height was determined by differential leveling and
 DR9506.adjusted by the NATIONAL GEODETIC SURVEY
 DR9506.in January 2024.
 DR9506
 DR9506.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9506.GEOID18 height accuracy estimate available here.
 DR9506
 DR9506.Click photographs - Photos may exist for this station.
 DR9506
 DR9506.The dynamic height is computed by dividing the NAVD 88
 DR9506.geopotential number by the normal gravity value computed on the
 DR9506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9506.degrees latitude (g = 980.6199 gals.).
 DR9506
 DR9506.The modeled gravity was interpolated from observed gravity values.
 DR9506
 DR9506;                    North         East    Units  Estimated Accuracy
 DR9506;SPC AR N     -    83,041.      366,357.      MT  (+/- 10 meters HH2 GPS)
 DR9506
 DR9506_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5753082238(NAD 83)
 DR9506
 DR9506                          SUPERSEDED SURVEY CONTROL
 DR9506
 DR9506.No superseded survey control is available for this station.
 DR9506
 DR9506_MARKER: DB = BENCH MARK DISK
 DR9506_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DR9506_SP_SET: RETAINING WALL
 DR9506_STAMPING: F 360 2023
 DR9506_MARK LOGO: ARHD
 DR9506_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR9506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR9506+STABILITY: SURFACE MOTION
 DR9506_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR9506+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2023
 DR9506
 DR9506  HISTORY     - Date     Condition        Report By
 DR9506  HISTORY     - 20230920 MONUMENTED       ARHD
 DR9506
 DR9506                          STATION DESCRIPTION
 DR9506
 DR9506'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2023 (JDH)
 DR9506'THE MARK IS LOCATED ABOUT 8.2 MI (13.2 KM) SOUTHWEST OF HOLLAND, 4.2
 DR9506'MI (6.8 KM) EAST OF CONWAY AND 3.6 MI (5.8 KM) WEST OF HAMLET.
 DR9506'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR9506'
 DR9506'TO REACH FROM THE INTERSECTION OF US HIGHWAY 64 AND CITY STREET
 DR9506'RANCHETTE ROAD, HEAD SOUTH ALONG RANCHETTE ROAD FOR 0.5 MI (0.8 KM) TO
 DR9506'THE STATION ON THE LEFT.
 DR9506'
 DR9506'IT IS 85 FT (25.9 M) SOUTHWEST OF THE SOUTHWEST CORNER OF A 1-STORY
 DR9506'FRAME, 38 FT (11.6 M) SOUTHEAST OF POWER POLE AND 13 FT (4.0 M) EAST
 DR9506'OF RANCHETTE ROAD CENTERLINE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DS1902 ***********************************************************************
 DS1902  DESIGNATION -  F 361
 DS1902  PID         -  DS1902
 DS1902  STATE/COUNTY-  AR/SCOTT
 DS1902  COUNTRY     -  US
 DS1902  USGS QUAD   -  WALDRON (2017)
 DS1902
 DS1902                         *CURRENT SURVEY CONTROL
 DS1902  ______________________________________________________________________
 DS1902* NAD 83(1986) POSITION- 34 53 07.4    (N) 094 05 38.5    (W)   HD_HELD2
 DS1902* NAVD 88 ORTHO HEIGHT -   243.908 (meters)      800.22  (feet) ADJUSTED
 DS1902  ______________________________________________________________________
 DS1902  GEOID HEIGHT    -        -30.653 (meters)                     GEOID18
 DS1902  DYNAMIC HEIGHT  -        243.654 (meters)      799.39  (feet) COMP
 DS1902  MODELED GRAVITY -    979,590.1   (mgal)                       NAVD 88
 DS1902
 DS1902  VERT ORDER      -  FIRST     CLASS II
 DS1902
 DS1902.The horizontal coordinates were established by autonomous hand held GPS
 DS1902.observations and have an estimated accuracy of +/- 10 meters.
 DS1902
 DS1902.The orthometric height was determined by differential leveling and
 DS1902.adjusted by the NATIONAL GEODETIC SURVEY
 DS1902.in August 2024.
 DS1902
 DS1902.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS1902.GEOID18 height accuracy estimate available here.
 DS1902
 DS1902.Click photographs - Photos may exist for this station.
 DS1902
 DS1902.The dynamic height is computed by dividing the NAVD 88
 DS1902.geopotential number by the normal gravity value computed on the
 DS1902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS1902.degrees latitude (g = 980.6199 gals.).
 DS1902
 DS1902.The modeled gravity was interpolated from observed gravity values.
 DS1902
 DS1902;                    North         East    Units  Estimated Accuracy
 DS1902;SPC AR N     -    63,282.      208,586.      MT  (+/- 10 meters HH2 GPS)
 DS1902
 DS1902_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU0002760879(NAD 83)
 DS1902
 DS1902                          SUPERSEDED SURVEY CONTROL
 DS1902
 DS1902.No superseded survey control is available for this station.
 DS1902
 DS1902_MARKER: X = CHISELED CROSS
 DS1902_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DS1902_SP_SET: MANHOLE RIM
 DS1902_STAMPING: F 361 2024
 DS1902_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS1902_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS1902_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DS1902+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2024
 DS1902
 DS1902  HISTORY     - Date     Condition        Report By
 DS1902  HISTORY     - 20240321 MONUMENTED       ARHD
 DS1902
 DS1902                          STATION DESCRIPTION
 DS1902
 DS1902'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (JDH)
 DS1902'THE MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) NORTH-NORTHWEST OF BOLES,
 DS1902'6.2 MI (10.0 KM) SOUTHEAST OF HON AND 0.9 MI (1.4 KM) SOUTH-SOUTHWEST
 DS1902'OF WALDRON, OWNERSHIP--ROAD RIGHT-OF-WAY.
 DS1902'
 DS1902'TO REACH FROM THE INTERSECTION OF US HIGHWAY 71 AND US HIGHWAY 71B
 DS1902'HEAD NORTH ON US HIGHWAY 71 FOR 2.3 MI (3.7 KM, THENCE HEAD EAST ON
 DS1902'HIGHWAY 272 FOR 0.6 MI (1.0 KM) TO THE STATION ON THE RIGHT, A
 DS1902'CHISELED X ON TOP OF MANHOLE LID.
 DS1902'
 DS1902'IT IS 100 FT (30.5 M) EAST OF POWERPOLE, 80 FT (24.4 M) WEST OF 5
 DS1902'STRAND BARBWIRE FENCE AND 61 FT (18.6 M) SOUTH OF THE CENTERLINE OF
 DS1902'HIGHWAY 272.
 DS1902'
 DS1902'NOTE--F 361 2024 IS STAMPED ON MANHOLE RIM.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DS1957 ***********************************************************************
 DS1957  DESIGNATION -  F 362
 DS1957  PID         -  DS1957
 DS1957  STATE/COUNTY-  AR/CRAWFORD
 DS1957  COUNTRY     -  US
 DS1957  USGS QUAD   -  BARLING (2017)
 DS1957
 DS1957                         *CURRENT SURVEY CONTROL
 DS1957  ______________________________________________________________________
 DS1957* NAD 83(1986) POSITION- 35 20 50.2    (N) 094 16 52.9    (W)   HD_HELD2
 DS1957* NAVD 88 ORTHO HEIGHT -   121.435 (meters)      398.41  (feet) ADJUSTED
 DS1957  ______________________________________________________________________
 DS1957  GEOID HEIGHT    -        -30.108 (meters)                     GEOID18
 DS1957  DYNAMIC HEIGHT  -        121.321 (meters)      398.03  (feet) COMP
 DS1957  MODELED GRAVITY -    979,690.9   (mgal)                       NAVD 88
 DS1957
 DS1957  VERT ORDER      -  FIRST     CLASS II
 DS1957
 DS1957.The horizontal coordinates were established by autonomous hand held GPS
 DS1957.observations and have an estimated accuracy of +/- 10 meters.
 DS1957
 DS1957.The orthometric height was determined by differential leveling and
 DS1957.adjusted by the NATIONAL GEODETIC SURVEY
 DS1957.in September 2024.
 DS1957
 DS1957.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS1957.GEOID18 height accuracy estimate available here.
 DS1957
 DS1957.Click photographs - Photos may exist for this station.
 DS1957
 DS1957.The dynamic height is computed by dividing the NAVD 88
 DS1957.geopotential number by the normal gravity value computed on the
 DS1957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS1957.degrees latitude (g = 980.6199 gals.).
 DS1957
 DS1957.The modeled gravity was interpolated from observed gravity values.
 DS1957
 DS1957;                    North         East    Units  Estimated Accuracy
 DS1957;SPC AR N     -   114,890.      192,653.      MT  (+/- 10 meters HH2 GPS)
 DS1957
 DS1957_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV8356612309(NAD 83)
 DS1957
 DS1957                          SUPERSEDED SURVEY CONTROL
 DS1957
 DS1957.No superseded survey control is available for this station.
 DS1957
 DS1957_MARKER: DB = BENCH MARK DISK
 DS1957_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DS1957_SP_SET: SLATE ROCK
 DS1957_STAMPING: F 362 2024
 DS1957_MARK LOGO: ARHD
 DS1957_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DS1957_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS1957_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS1957+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2024
 DS1957
 DS1957  HISTORY     - Date     Condition        Report By
 DS1957  HISTORY     - 20240514 MONUMENTED       ARHD
 DS1957
 DS1957                          STATION DESCRIPTION
 DS1957
 DS1957'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (JDH)
 DS1957'THE MARK IS LOCATED ABOUT 6.8 MI (10.9 KM) EAST OF SOUTH FORT SMITH,
 DS1957'6.2 MI (10.0 KM) WEST OF LAVACA AND 1.9 MI (3.1 KM) NORTHEAST OF
 DS1957'BARLING.
 DS1957'
 DS1957'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 59 AND STATE HIGHWAY
 DS1957'22, HEAD NORTH ALONG HIGHWAY 59 FOR 2.75 MI (4.42 KM) TO DAM SITE
 DS1957'ROAD.  TURN LEFT AND GO SOUTH ALONG DAM SITE ROAD FOR 0.70 MI (1.13
 DS1957'KM) TO A DIRT ROAD, HEAD EAST ALONG THE DIRT ROAD FOR 0.72 MI (1.16
 DS1957'KM) TO THE STATION ON THE RIGHT, AN ALUMINUM CAP SET IN A 3 FT (0.9 M)
 DS1957'X 4 FT (1.2 M) SLATE ROCK.
 DS1957'
 DS1957'IT IS 143 FT (43.6 M) EAST OF OF THE CORPS OF ENGINEER BOUNDARY SIGN,
 DS1957'76 FT (23.2 M) WEST OF FC BDY 313 REBAR AND CAP AND 45 FT (13.7 M)
 DS1957'NORTH OF ARKANSAS RIVER LEVEE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DS2476 ***********************************************************************
 DS2476  DESIGNATION -  F 363
 DS2476  PID         -  DS2476
 DS2476  STATE/COUNTY-  AR/COLUMBIA
 DS2476  COUNTRY     -  US
 DS2476  USGS QUAD   -  MAGNOLIA (2017)
 DS2476
 DS2476                         *CURRENT SURVEY CONTROL
 DS2476  ______________________________________________________________________
 DS2476* NAD 83(1986) POSITION- 33 20 33.3    (N) 093 12 47.0    (W)   HD_HELD2
 DS2476* NAVD 88 ORTHO HEIGHT -    96.164 (meters)      315.50  (feet) ADJUSTED
 DS2476  ______________________________________________________________________
 DS2476  GEOID HEIGHT    -        -26.470 (meters)                     GEOID18
 DS2476  DYNAMIC HEIGHT  -         96.062 (meters)      315.16  (feet) COMP
 DS2476  MODELED GRAVITY -    979,568.1   (mgal)                       NAVD 88
 DS2476
 DS2476  VERT ORDER      -  SECOND    CLASS I
 DS2476
 DS2476.The horizontal coordinates were established by autonomous hand held GPS
 DS2476.observations and have an estimated accuracy of +/- 10 meters.
 DS2476
 DS2476.The orthometric height was determined by differential leveling and
 DS2476.adjusted by the NATIONAL GEODETIC SURVEY
 DS2476.in October 2024.
 DS2476
 DS2476.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS2476.GEOID18 height accuracy estimate available here.
 DS2476
 DS2476.Click photographs - Photos may exist for this station.
 DS2476
 DS2476.The dynamic height is computed by dividing the NAVD 88
 DS2476.geopotential number by the normal gravity value computed on the
 DS2476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS2476.degrees latitude (g = 980.6199 gals.).
 DS2476
 DS2476.The modeled gravity was interpolated from observed gravity values.
 DS2476
 DS2476;                    North         East    Units  Estimated Accuracy
 DS2476;SPC AR S     -   475,638.      287,080.      MT  (+/- 10 meters HH2 GPS)
 DS2476
 DS2476_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS8017489287(NAD 83)
 DS2476
 DS2476                          SUPERSEDED SURVEY CONTROL
 DS2476
 DS2476.No superseded survey control is available for this station.
 DS2476
 DS2476_MARKER: DB = BENCH MARK DISK
 DS2476_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DS2476_SP_SET: HEADWALL
 DS2476_STAMPING: F 363 2024
 DS2476_MARK LOGO: ARHD
 DS2476_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS2476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS2476+STABILITY: SURFACE MOTION
 DS2476_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DS2476+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2024
 DS2476
 DS2476  HISTORY     - Date     Condition        Report By
 DS2476  HISTORY     - 20240903 MONUMENTED       ARHD
 DS2476
 DS2476                          STATION DESCRIPTION
 DS2476
 DS2476'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (JDH)
 DS2476'THE MARK IS LOCATED ABOUT 5.6 MI (9.0 KM) SOUTHEAST OF LAMARTINE, 5.4
 DS2476'MI (8.7 KM) NORTH-NORTHEAST OF MAGNOLIA AND 4.8 MI (7.7 KM) EAST OF
 DS2476'WALDO.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DS2476'
 DS2476'TO REACH FROM THE INTERSECTION OF US HIGHWAY 82 AND STATE HIGHWAY 355,
 DS2476'HEAD NORTH ALONG MULERIDER TRAIL FOR 3.46 MI (5.57 KM) TO THE STATION
 DS2476'ON THE RIGHT, AN ALUMINUM CAP SET IN THE CENTER OF THE EAST HEADWALL.
 DS2476'
 DS2476'IT IS 92 FT (28.0 M) NORTH OF A POWER POLE AND 17 FT (5.2 M) WEST OF
 DS2476'MULERIDER TRAIL CENTERLINE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DS3558 ***********************************************************************
 DS3558  DESIGNATION -  F 364
 DS3558  PID         -  DS3558
 DS3558  STATE/COUNTY-  AR/MILLER
 DS3558  COUNTRY     -  US
 DS3558  USGS QUAD   -  MANDEVILLE (2017)
 DS3558
 DS3558                         *CURRENT SURVEY CONTROL
 DS3558  ______________________________________________________________________
 DS3558* NAD 83(1986) POSITION- 33 24 32.6    (N) 093 58 42.4    (W)   HD_HELD2
 DS3558* NAVD 88 ORTHO HEIGHT -   113.596 (meters)      372.69  (feet) ADJUSTED
 DS3558  ______________________________________________________________________
 DS3558  GEOID HEIGHT    -        -26.879 (meters)                     GEOID18
 DS3558  DYNAMIC HEIGHT  -        113.475 (meters)      372.29  (feet) COMP
 DS3558  MODELED GRAVITY -    979,569.2   (mgal)                       NAVD 88
 DS3558
 DS3558  VERT ORDER      -  FIRST     CLASS II
 DS3558
 DS3558.The horizontal coordinates were established by autonomous hand held GPS
 DS3558.observations and have an estimated accuracy of +/- 10 meters.
 DS3558
 DS3558.The orthometric height was determined by differential leveling and
 DS3558.adjusted by the NATIONAL GEODETIC SURVEY
 DS3558.in January 2026.
 DS3558
 DS3558.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3558.GEOID18 height accuracy estimate available here.
 DS3558
 DS3558.Click photographs - Photos may exist for this station.
 DS3558
 DS3558.The dynamic height is computed by dividing the NAVD 88
 DS3558.geopotential number by the normal gravity value computed on the
 DS3558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS3558.degrees latitude (g = 980.6199 gals.).
 DS3558
 DS3558.The modeled gravity was interpolated from observed gravity values.
 DS3558
 DS3558;                    North         East    Units  Estimated Accuracy
 DS3558;SPC AR S     -   484,119.      215,981.      MT  (+/- 10 meters HH2 GPS)
 DS3558
 DS3558_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS0902097064(NAD 83)
 DS3558
 DS3558                          SUPERSEDED SURVEY CONTROL
 DS3558
 DS3558.No superseded survey control is available for this station.
 DS3558
 DS3558_MARKER: DB = BENCH MARK DISK
 DS3558_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DS3558_SP_SET: SIGNAL LIGHT BOX BASE
 DS3558_STAMPING: F 364 2025
 DS3558_MARK LOGO: ARHD
 DS3558_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS3558_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS3558_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DS3558+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2025
 DS3558
 DS3558  HISTORY     - Date     Condition        Report By
 DS3558  HISTORY     - 20250603 MONUMENTED       ARHD
 DS3558
 DS3558                          STATION DESCRIPTION
 DS3558
 DS3558'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2025 (JDH)
 DS3558'THE MARK IS LOCATED ABOUT 10.6 MI (17.1 KM) SOUTH-SOUTHWEST OF HOMAN,
 DS3558'5.1 MI (8.2 KM) SOUTH OF MANDEVILLE AND 4.1 MI (6.6 KM) EAST-SOUTHEAST
 DS3558'OF TEXARKANA.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DS3558'
 DS3558'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 237 AND US HIGHWAY 71,
 DS3558'HEAD NORTH ALONG HIGHWAY 237 FOR 2.78 M (9.1 FT) TO THE STATION ON THE
 DS3558'LEFT, AN ALUMINUM CAP SET IN A CONCRETE SIGNAL LIGHT BASE.
 DS3558'
 DS3558'IT IS 62 FT (18.9 M) WEST OF HIGHWAY 237 CENTERLINE, 54 FT (16.5 M)
 DS3558'SOUTH OF HIGHWAY 196 CENTERLINE AND 19 FT (5.8 M) NORTHWEST OF A 32
 DS3558'INCH (81 CM) GUM TREE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DS3777 ***********************************************************************
 DS3777  DESIGNATION -  F 365
 DS3777  PID         -  DS3777
 DS3777  STATE/COUNTY-  AR/MADISON
 DS3777  COUNTRY     -  US
 DS3777  USGS QUAD   -  FORUM (2017)
 DS3777
 DS3777                         *CURRENT SURVEY CONTROL
 DS3777  ______________________________________________________________________
 DS3777* NAD 83(1986) POSITION- 36 09 44.2    (N) 093 41 16.2    (W)   HD_HELD2
 DS3777* NAVD 88 ORTHO HEIGHT -   449.623 (meters)     1475.14  (feet) ADJUSTED
 DS3777  ______________________________________________________________________
 DS3777  GEOID HEIGHT    -        -28.041 (meters)                     GEOID18
 DS3777  DYNAMIC HEIGHT  -        449.216 (meters)     1473.80  (feet) COMP
 DS3777  MODELED GRAVITY -    979,712.4   (mgal)                       NAVD 88
 DS3777
 DS3777  VERT ORDER      -  SECOND    CLASS I
 DS3777
 DS3777.The horizontal coordinates were established by autonomous hand held GPS
 DS3777.observations and have an estimated accuracy of +/- 10 meters.
 DS3777
 DS3777.The orthometric height was determined by differential leveling and
 DS3777.adjusted by the NATIONAL GEODETIC SURVEY
 DS3777.in January 2026.
 DS3777
 DS3777.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3777.GEOID18 height accuracy estimate available here.
 DS3777
 DS3777.Click photographs - Photos may exist for this station.
 DS3777
 DS3777.The dynamic height is computed by dividing the NAVD 88
 DS3777.geopotential number by the normal gravity value computed on the
 DS3777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS3777.degrees latitude (g = 980.6199 gals.).
 DS3777
 DS3777.The modeled gravity was interpolated from observed gravity values.
 DS3777
 DS3777;                    North         East    Units  Estimated Accuracy
 DS3777;SPC AR N     -   204,213.      248,141.      MT  (+/- 10 meters HH2 GPS)
 DS3777
 DS3777_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA3813402166(NAD 83)
 DS3777
 DS3777                          SUPERSEDED SURVEY CONTROL
 DS3777
 DS3777.No superseded survey control is available for this station.
 DS3777
 DS3777_MARKER: DB = BENCH MARK DISK
 DS3777_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DS3777_SP_SET: HEADWALL
 DS3777_STAMPING: F 365 2025
 DS3777_MARK LOGO: ARHD
 DS3777_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS3777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS3777+STABILITY: SURFACE MOTION
 DS3777_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3777+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2025
 DS3777
 DS3777  HISTORY     - Date     Condition        Report By
 DS3777  HISTORY     - 20250918 MONUMENTED       ARHD
 DS3777
 DS3777                          STATION DESCRIPTION
 DS3777
 DS3777'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2025 (JDH)
 DS3777'THE MARK IS LOCATED ABOUT 6.0 MI (9.7 KM) NORTH-NORTHEAST OF
 DS3777'HUNTSVILLE, 5.8 MI (9.3 KM) WEST-NORTHWEST OF MARBLE AND 2.0 MI (3.2
 DS3777'KM) SOUTHEAST OF FORUM.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DS3777'
 DS3777'TO REACH FROM THE INTERSECTION OF US HIGHWAY 412 AND STATE HIGHWAY
 DS3777'127, HEAD NORTH ALONG HIGHWAY 127 FOR 2.25 MI (3.62 KM) TO THE STATION
 DS3777'ON THE RIGHT, AN ALUMINUM CAP SET IN THE CENTER OF THE EAST HEADWALL.
 DS3777'
 DS3777'IT IS 24 FT (7.3 M) WEST OF A BARB-WIRE FENCE AND 19 FT (5.8 M) EAST
 DS3777'OF HIGHWAY 127 CENTERLINE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0121 ***********************************************************************
 GF0121  DESIGNATION -  F 37
 GF0121  PID         -  GF0121
 GF0121  STATE/COUNTY-  AR/BOONE
 GF0121  COUNTRY     -  US
 GF0121  USGS QUAD   -  ZINC (2017)
 GF0121
 GF0121                         *CURRENT SURVEY CONTROL
 GF0121  ______________________________________________________________________
 GF0121* NAD 83(1986) POSITION- 36 15 49.     (N) 092 53 34.     (W)   SCALED
 GF0121* NAVD 88 ORTHO HEIGHT -   249.822 (meters)      819.62  (feet) ADJUSTED
 GF0121  ______________________________________________________________________
 GF0121  GEOID HEIGHT    -        -28.393 (meters)                     GEOID18
 GF0121  DYNAMIC HEIGHT  -        249.602 (meters)      818.90  (feet) COMP
 GF0121  MODELED GRAVITY -    979,742.9   (mgal)                       NAVD 88
 GF0121
 GF0121  VERT ORDER      -  SECOND    CLASS 0
 GF0121
 GF0121.The horizontal coordinates were scaled from a map and have
 GF0121.an estimated accuracy of +/- 6 seconds.
 GF0121
 GF0121.The orthometric height was determined by differential leveling and
 GF0121.adjusted by the NATIONAL GEODETIC SURVEY
 GF0121.in June 1991.
 GF0121
 GF0121.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0121.GEOID18 height accuracy estimate available here.
 GF0121
 GF0121.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA096131(NAD 83)
 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
 GF0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0121.See file dsdata.pdf to determine how the superseded data were derived.
 GF0121
 GF0121_MARKER: DB = BENCH MARK DISK
 GF0121_SETTING: 66 = SET IN ROCK OUTCROP
 GF0121_STAMPING: F 37 1934
 GF0121_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0055 ***********************************************************************
 GF0055  DESIGNATION -  F 39
 GF0055  PID         -  GF0055
 GF0055  STATE/COUNTY-  AR/BAXTER
 GF0055  COUNTRY     -  US
 GF0055  USGS QUAD   -  NORFORK (2017)
 GF0055
 GF0055                         *CURRENT SURVEY CONTROL
 GF0055  ______________________________________________________________________
 GF0055* NAD 83(1986) POSITION- 36 12 22.     (N) 092 17 12.     (W)   SCALED
 GF0055* NAVD 88 ORTHO HEIGHT -   123.552 (meters)      405.35  (feet) ADJUSTED
 GF0055  ______________________________________________________________________
 GF0055  GEOID HEIGHT    -        -28.295 (meters)                     GEOID18
 GF0055  DYNAMIC HEIGHT  -        123.446 (meters)      405.01  (feet) COMP
 GF0055  MODELED GRAVITY -    979,771.8   (mgal)                       NAVD 88
 GF0055
 GF0055  VERT ORDER      -  SECOND    CLASS 0
 GF0055
 GF0055.The horizontal coordinates were scaled from a map and have
 GF0055.an estimated accuracy of +/- 6 seconds.
 GF0055
 GF0055.The orthometric height was determined by differential leveling and
 GF0055.adjusted by the NATIONAL GEODETIC SURVEY
 GF0055.in June 1991.
 GF0055
 GF0055.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0055.GEOID18 height accuracy estimate available here.
 GF0055
 GF0055.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA641070(NAD 83)
 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
 GF0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0055.See file dsdata.pdf to determine how the superseded data were derived.
 GF0055
 GF0055_MARKER: DB = BENCH MARK DISK
 GF0055_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GF0055_STAMPING: F 39 1934
 GF0055_MARK LOGO: CGS
 GF0055_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0055
 GF0055  HISTORY     - Date     Condition        Report By
 GF0055  HISTORY     - 1934     MONUMENTED       CGS
 GF0055  HISTORY     - 20060927 MARK NOT FOUND   JCLS
 GF0055  HISTORY     - 20070415 MARK NOT FOUND   ARHD
 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.
 GF0055
 GF0055                          STATION RECOVERY (2007)
 GF0055
 GF0055'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2007 (VJB)
 GF0055'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0009 ***********************************************************************
 FF0009  DESIGNATION -  F 4 RESET
 FF0009  PID         -  FF0009
 FF0009  STATE/COUNTY-  AR/POINSETT
 FF0009  COUNTRY     -  US
 FF0009  USGS QUAD   -  MARKED TREE (2017)
 FF0009
 FF0009                         *CURRENT SURVEY CONTROL
 FF0009  ______________________________________________________________________
 FF0009* NAD 83(1986) POSITION- 35 34 10.     (N) 090 26 39.     (W)   SCALED
 FF0009* NAVD 88 ORTHO HEIGHT -    65.192 (meters)      213.88  (feet) ADJUSTED
 FF0009  ______________________________________________________________________
 FF0009  GEOID HEIGHT    -        -27.745 (meters)                     GEOID18
 FF0009  DYNAMIC HEIGHT  -         65.134 (meters)      213.69  (feet) COMP
 FF0009  MODELED GRAVITY -    979,757.4   (mgal)                       NAVD 88
 FF0009
 FF0009  VERT ORDER      -  FIRST     CLASS II
 FF0009
 FF0009.The horizontal coordinates were scaled from a map and have
 FF0009.an estimated accuracy of +/- 6 seconds.
 FF0009
 FF0009.The orthometric height was determined by differential leveling and
 FF0009.adjusted by the NATIONAL GEODETIC SURVEY
 FF0009.in June 1991.
 FF0009
 FF0009.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0009.GEOID18 height accuracy estimate available here.
 FF0009
 FF0009.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV316392(NAD 83)
 FF0009
 FF0009                          SUPERSEDED SURVEY CONTROL
 FF0009
 FF0009  NGVD 29 (11/26/84)   65.124  (m)          213.66   (f) ADJUSTED    1 2
 FF0009
 FF0009.Superseded values are not recommended for survey control.
 FF0009
 FF0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0009.See file dsdata.pdf to determine how the superseded data were derived.
 FF0009
 FF0009_MARKER: DB = BENCH MARK DISK
 FF0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0009_STAMPING: 213.704 F 4 1928 RESET 1956
 FF0009_MARK LOGO: CGS
 FF0009_PROJECTION: PROJECTING 13 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0583 ***********************************************************************
 GE0583  DESIGNATION -  F 40 RESET
 GE0583  PID         -  GE0583
 GE0583  STATE/COUNTY-  AR/FULTON
 GE0583  COUNTRY     -  US
 GE0583  USGS QUAD   -  AGNOS (2017)
 GE0583
 GE0583                         *CURRENT SURVEY CONTROL
 GE0583  ______________________________________________________________________
 GE0583* NAD 83(1986) POSITION- 36 17 38.     (N) 091 44 50.     (W)   SCALED
 GE0583* NAVD 88 ORTHO HEIGHT -   241.850 (meters)      793.47  (feet) ADJUSTED
 GE0583  ______________________________________________________________________
 GE0583  GEOID HEIGHT    -        -28.210 (meters)                     GEOID18
 GE0583  DYNAMIC HEIGHT  -        241.646 (meters)      792.80  (feet) COMP
 GE0583  MODELED GRAVITY -    979,783.0   (mgal)                       NAVD 88
 GE0583
 GE0583  VERT ORDER      -  SECOND    CLASS 0
 GE0583
 GE0583.The horizontal coordinates were scaled from a map and have
 GE0583.an estimated accuracy of +/- 6 seconds.
 GE0583
 GE0583.The orthometric height was determined by differential leveling and
 GE0583.adjusted by the NATIONAL GEODETIC SURVEY
 GE0583.in June 1991.
 GE0583
 GE0583.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0583.GEOID18 height accuracy estimate available here.
 GE0583
 GE0583.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA124172(NAD 83)
 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
 GE0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0583.See file dsdata.pdf to determine how the superseded data were derived.
 GE0583
 GE0583_MARKER: DB = BENCH MARK DISK
 GE0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0583_STAMPING: F 40 1934 RESET 1955
 GE0583_MARK LOGO: CGS
 GE0583_PROJECTION: PROJECTING 18 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1614 ***********************************************************************
 FF1614  DESIGNATION -  F 41
 FF1614  PID         -  FF1614
 FF1614  STATE/COUNTY-  AR/INDEPENDENCE
 FF1614  COUNTRY     -  US
 FF1614  USGS QUAD   -  CAVE CITY (2017)
 FF1614
 FF1614                         *CURRENT SURVEY CONTROL
 FF1614  ______________________________________________________________________
 FF1614* NAD 83(1986) POSITION- 35 54 47.     (N) 091 32 57.     (W)   SCALED
 FF1614* NAVD 88 ORTHO HEIGHT -   173.758 (meters)      570.07  (feet) ADJUSTED
 FF1614  ______________________________________________________________________
 FF1614  GEOID HEIGHT    -        -27.821 (meters)                     GEOID18
 FF1614  DYNAMIC HEIGHT  -        173.607 (meters)      569.58  (feet) COMP
 FF1614  MODELED GRAVITY -    979,755.9   (mgal)                       NAVD 88
 FF1614
 FF1614  VERT ORDER      -  SECOND    CLASS 0
 FF1614
 FF1614.The horizontal coordinates were scaled from a map and have
 FF1614.an estimated accuracy of +/- 6 seconds.
 FF1614
 FF1614.The orthometric height was determined by differential leveling and
 FF1614.adjusted by the NATIONAL GEODETIC SURVEY
 FF1614.in June 1991.
 FF1614
 FF1614.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1614.GEOID18 height accuracy estimate available here.
 FF1614
 FF1614.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV309752(NAD 83)
 FF1614
 FF1614                          SUPERSEDED SURVEY CONTROL
 FF1614
 FF1614  NGVD 29 (11/26/84)  173.681  (m)          569.82   (f) ADJUSTED    2 0
 FF1614
 FF1614.Superseded values are not recommended for survey control.
 FF1614
 FF1614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1614.See file dsdata.pdf to determine how the superseded data were derived.
 FF1614
 FF1614_MARKER: DB = BENCH MARK DISK
 FF1614_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF1614_STAMPING: F 41 1934
 FF1614_MARK LOGO: CGS
 FF1614_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1542 ***********************************************************************
 FF1542  DESIGNATION -  F 42
 FF1542  PID         -  FF1542
 FF1542  STATE/COUNTY-  AR/CLEBURNE
 FF1542  COUNTRY     -  US
 FF1542  USGS QUAD   -  GREERS FERRY DAM (2017)
 FF1542
 FF1542                         *CURRENT SURVEY CONTROL
 FF1542  ______________________________________________________________________
 FF1542* NAD 83(1986) POSITION- 35 36 26.     (N) 091 56 17.     (W)   SCALED
 FF1542* NAVD 88 ORTHO HEIGHT -   287.274 (meters)      942.50  (feet) ADJUSTED
 FF1542  ______________________________________________________________________
 FF1542  GEOID HEIGHT    -        -27.361 (meters)                     GEOID18
 FF1542  DYNAMIC HEIGHT  -        287.014 (meters)      941.65  (feet) COMP
 FF1542  MODELED GRAVITY -    979,720.4   (mgal)                       NAVD 88
 FF1542
 FF1542  VERT ORDER      -  SECOND    CLASS 0
 FF1542
 FF1542.The horizontal coordinates were scaled from a map and have
 FF1542.an estimated accuracy of +/- 6 seconds.
 FF1542
 FF1542.The orthometric height was determined by differential leveling and
 FF1542.adjusted by the NATIONAL GEODETIC SURVEY
 FF1542.in June 1991.
 FF1542
 FF1542.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1542.GEOID18 height accuracy estimate available here.
 FF1542
 FF1542.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV961409(NAD 83)
 FF1542
 FF1542                          SUPERSEDED SURVEY CONTROL
 FF1542
 FF1542  NGVD 29 (11/26/84)  287.198  (m)          942.25   (f) ADJUSTED    2 0
 FF1542
 FF1542.Superseded values are not recommended for survey control.
 FF1542
 FF1542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1542.See file dsdata.pdf to determine how the superseded data were derived.
 FF1542
 FF1542_MARKER: DB = BENCH MARK DISK
 FF1542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1542_STAMPING: F 42 1935
 FF1542_MARK LOGO: CGS
 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  HISTORY     - 20111107 MARK NOT FOUND   ARHD
 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.
 FF1542
 FF1542                          STATION RECOVERY (2011)
 FF1542
 FF1542'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (AMC)
 FF1542'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1137 ***********************************************************************
 FF1137  DESIGNATION -  F 43
 FF1137  PID         -  FF1137
 FF1137  STATE/COUNTY-  AR/JACKSON
 FF1137  COUNTRY     -  US
 FF1137  USGS QUAD   -  JACKSONPORT (2017)
 FF1137
 FF1137                         *CURRENT SURVEY CONTROL
 FF1137  ______________________________________________________________________
 FF1137* NAD 83(1986) POSITION- 35 38 53.     (N) 091 16 53.     (W)   SCALED
 FF1137* NAVD 88 ORTHO HEIGHT -    71.149 (meters)      233.43  (feet) ADJUSTED
 FF1137  ______________________________________________________________________
 FF1137  GEOID HEIGHT    -        -27.579 (meters)                     GEOID18
 FF1137  DYNAMIC HEIGHT  -         71.088 (meters)      233.23  (feet) COMP
 FF1137  MODELED GRAVITY -    979,771.5   (mgal)                       NAVD 88
 FF1137
 FF1137  VERT ORDER      -  SECOND    CLASS 0
 FF1137
 FF1137.The horizontal coordinates were scaled from a map and have
 FF1137.an estimated accuracy of +/- 6 seconds.
 FF1137
 FF1137.The orthometric height was determined by differential leveling and
 FF1137.adjusted by the NATIONAL GEODETIC SURVEY
 FF1137.in June 1991.
 FF1137
 FF1137.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1137.GEOID18 height accuracy estimate available here.
 FF1137
 FF1137.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV555462(NAD 83)
 FF1137
 FF1137                          SUPERSEDED SURVEY CONTROL
 FF1137
 FF1137  NGVD 29 (11/26/84)   71.080  (m)          233.20   (f) ADJUSTED    2 0
 FF1137
 FF1137.Superseded values are not recommended for survey control.
 FF1137
 FF1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1137.See file dsdata.pdf to determine how the superseded data were derived.
 FF1137
 FF1137_MARKER: DB = BENCH MARK DISK
 FF1137_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF1137_STAMPING: F 43 1935
 FF1137_MARK LOGO: CGS
 FF1137_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0936 ***********************************************************************
 FF0936  DESIGNATION -  F 44
 FF0936  PID         -  FF0936
 FF0936  STATE/COUNTY-  AR/LAWRENCE
 FF0936  COUNTRY     -  US
 FF0936  USGS QUAD   -  STRAWBERRY (2017)
 FF0936
 FF0936                         *CURRENT SURVEY CONTROL
 FF0936  ______________________________________________________________________
 FF0936* NAD 83(1986) POSITION- 35 54 43.     (N) 091 17 23.     (W)   SCALED
 FF0936* NAVD 88 ORTHO HEIGHT -    82.401 (meters)      270.34  (feet) ADJUSTED
 FF0936  ______________________________________________________________________
 FF0936  GEOID HEIGHT    -        -28.011 (meters)                     GEOID18
 FF0936  DYNAMIC HEIGHT  -         82.331 (meters)      270.11  (feet) COMP
 FF0936  MODELED GRAVITY -    979,780.0   (mgal)                       NAVD 88
 FF0936
 FF0936  VERT ORDER      -  SECOND    CLASS 0
 FF0936
 FF0936.The horizontal coordinates were scaled from a map and have
 FF0936.an estimated accuracy of +/- 6 seconds.
 FF0936
 FF0936.The orthometric height was determined by differential leveling and
 FF0936.adjusted by the NATIONAL GEODETIC SURVEY
 FF0936.in June 1991.
 FF0936
 FF0936.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0936.GEOID18 height accuracy estimate available here.
 FF0936
 FF0936.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV543755(NAD 83)
 FF0936
 FF0936                          SUPERSEDED SURVEY CONTROL
 FF0936
 FF0936  NGVD 29 (11/26/84)   82.315  (m)          270.06   (f) ADJUSTED    2 0
 FF0936
 FF0936.Superseded values are not recommended for survey control.
 FF0936
 FF0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0936.See file dsdata.pdf to determine how the superseded data were derived.
 FF0936
 FF0936_MARKER: DB = BENCH MARK DISK
 FF0936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0936_STAMPING: F 44 1935
 FF0936_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1297 ***********************************************************************
 FG1297  DESIGNATION -  F 45
 FG1297  PID         -  FG1297
 FG1297  STATE/COUNTY-  AR/FRANKLIN
 FG1297  COUNTRY     -  US
 FG1297  USGS QUAD   -  CAULKSVILLE (2017)
 FG1297
 FG1297                         *CURRENT SURVEY CONTROL
 FG1297  ______________________________________________________________________
 FG1297* NAD 83(1986) POSITION- 35 19 49.     (N) 093 51 46.     (W)   SCALED
 FG1297* NAVD 88 ORTHO HEIGHT -   122.418 (meters)      401.63  (feet) ADJUSTED
 FG1297  ______________________________________________________________________
 FG1297  GEOID HEIGHT    -        -29.750 (meters)                     GEOID18
 FG1297  DYNAMIC HEIGHT  -        122.302 (meters)      401.25  (feet) COMP
 FG1297  MODELED GRAVITY -    979,690.9   (mgal)                       NAVD 88
 FG1297
 FG1297  VERT ORDER      -  SECOND    CLASS 0
 FG1297
 FG1297.The horizontal coordinates were scaled from a map and have
 FG1297.an estimated accuracy of +/- 6 seconds.
 FG1297
 FG1297.The orthometric height was determined by differential leveling and
 FG1297.adjusted by the NATIONAL GEODETIC SURVEY
 FG1297.in June 1991.
 FG1297
 FG1297.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1297.GEOID18 height accuracy estimate available here.
 FG1297
 FG1297.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV215100(NAD 83)
 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
 FG1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1297.See file dsdata.pdf to determine how the superseded data were derived.
 FG1297
 FG1297_MARKER: DB = BENCH MARK DISK
 FG1297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1297_STAMPING: F 45 1934
 FG1297_MARK LOGO: CGS
 FG1297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1297+STABILITY: SURFACE MOTION
 FG1297_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FG1297+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2016
 FG1297
 FG1297  HISTORY     - Date     Condition        Report By
 FG1297  HISTORY     - 1934     MONUMENTED       CGS
 FG1297  HISTORY     - 1959     GOOD             CGS
 FG1297  HISTORY     - 1963     GOOD             USGS
 FG1297  HISTORY     - 20070620 GOOD             ARHD
 FG1297  HISTORY     - 20110324 GOOD             ARHD
 FG1297  HISTORY     - 20160307 GOOD             ARHD
 FG1297
 FG1297                          STATION DESCRIPTION
 FG1297
 FG1297'DESCRIBED BY COAST AND 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.
 FG1297
 FG1297                          STATION RECOVERY (2007)
 FG1297
 FG1297'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2007
 FG1297'RECOVERED IN GOOD CONDITION.
 FG1297
 FG1297                          STATION RECOVERY (2011)
 FG1297
 FG1297'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011
 FG1297'RECOVERED IN GOOD CONDITION.
 FG1297
 FG1297                          STATION RECOVERY (2016)
 FG1297
 FG1297'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (WDA)
 FG1297'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1276 ***********************************************************************
 FG1276  DESIGNATION -  F 46
 FG1276  PID         -  FG1276
 FG1276  STATE/COUNTY-  AR/LOGAN
 FG1276  COUNTRY     -  US
 FG1276  USGS QUAD   -  MAGAZINE (2017)
 FG1276
 FG1276                         *CURRENT SURVEY CONTROL
 FG1276  ______________________________________________________________________
 FG1276* NAD 83(1986) POSITION- 35 08 41.     (N) 093 46 45.     (W)   SCALED
 FG1276* NAVD 88 ORTHO HEIGHT -   140.138 (meters)      459.77  (feet) ADJUSTED
 FG1276  ______________________________________________________________________
 FG1276  GEOID HEIGHT    -        -30.020 (meters)                     GEOID18
 FG1276  DYNAMIC HEIGHT  -        140.000 (meters)      459.32  (feet) COMP
 FG1276  MODELED GRAVITY -    979,654.0   (mgal)                       NAVD 88
 FG1276
 FG1276  VERT ORDER      -  SECOND    CLASS I
 FG1276
 FG1276.The horizontal coordinates were scaled from a map and have
 FG1276.an estimated accuracy of +/- 6 seconds.
 FG1276
 FG1276.The orthometric height was determined by differential leveling and
 FG1276.adjusted by the NATIONAL GEODETIC SURVEY
 FG1276.in September 2023.
 FG1276
 FG1276.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1276.GEOID18 height accuracy estimate available here.
 FG1276
 FG1276.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU290893(NAD 83)
 FG1276
 FG1276                          SUPERSEDED SURVEY CONTROL
 FG1276
 FG1276  NAVD 88 (06/15/91)  140.128  (m)          459.74   (f) SUPERSEDED  2 0
 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
 FG1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1276.See file dsdata.pdf to determine how the superseded data were derived.
 FG1276
 FG1276_MARKER: DB = BENCH MARK DISK
 FG1276_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG1276_STAMPING: F 46 1934
 FG1276_MARK LOGO: CGS
 FG1276_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG1276
 FG1276  HISTORY     - Date     Condition        Report By
 FG1276  HISTORY     - 1934     MONUMENTED       CGS
 FG1276  HISTORY     - 1959     GOOD             CGS
 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 COAST AND GEODETIC SURVEY 1959
 FG1276'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0980 ***********************************************************************
 FG0980  DESIGNATION -  F 48
 FG0980  PID         -  FG0980
 FG0980  STATE/COUNTY-  AR/NEWTON
 FG0980  COUNTRY     -  US
 FG0980  USGS QUAD   -  DEER (2017)
 FG0980
 FG0980                         *CURRENT SURVEY CONTROL
 FG0980  ______________________________________________________________________
 FG0980* NAD 83(1986) POSITION- 35 50 17.     (N) 093 10 48.     (W)   SCALED
 FG0980* NAVD 88 ORTHO HEIGHT -   664.292 (meters)     2179.43  (feet) ADJUSTED
 FG0980  ______________________________________________________________________
 FG0980  GEOID HEIGHT    -        -28.044 (meters)                     GEOID18
 FG0980  DYNAMIC HEIGHT  -        663.640 (meters)     2177.29  (feet) COMP
 FG0980  MODELED GRAVITY -    979,628.5   (mgal)                       NAVD 88
 FG0980
 FG0980  VERT ORDER      -  SECOND    CLASS 0
 FG0980
 FG0980.The horizontal coordinates were scaled from a map and have
 FG0980.an estimated accuracy of +/- 6 seconds.
 FG0980
 FG0980.The orthometric height was determined by differential leveling and
 FG0980.adjusted by the NATIONAL GEODETIC SURVEY
 FG0980.in June 1991.
 FG0980
 FG0980.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0980.GEOID18 height accuracy estimate available here.
 FG0980
 FG0980.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV837660(NAD 83)
 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
 FG0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0980.See file dsdata.pdf to determine how the superseded data were derived.
 FG0980
 FG0980_MARKER: DB = BENCH MARK DISK
 FG0980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0980_STAMPING: F 48 1934
 FG0980_MARK LOGO: CGS
 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  HISTORY     - 20150326 MARK NOT FOUND   ARHD
 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.
 FG0980
 FG0980                          STATION RECOVERY (2015)
 FG0980
 FG0980'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (BAB)
 FG0980'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0349 ***********************************************************************
 FG0349  DESIGNATION -  F 49
 FG0349  PID         -  FG0349
 FG0349  STATE/COUNTY-  AR/CONWAY
 FG0349  COUNTRY     -  US
 FG0349  USGS QUAD   -  SOLGOHACHIA (2017)
 FG0349
 FG0349                         *CURRENT SURVEY CONTROL
 FG0349  ______________________________________________________________________
 FG0349* NAD 83(1986) POSITION- 35 18 01.60   (N) 092 43 53.16   (W)   HD_HELD1
 FG0349* NAVD 88 ORTHO HEIGHT -   184.706 (meters)      605.99  (feet) ADJUSTED
 FG0349  ______________________________________________________________________
 FG0349  GEOID HEIGHT    -        -28.536 (meters)                     GEOID18
 FG0349  DYNAMIC HEIGHT  -        184.532 (meters)      605.42  (feet) COMP
 FG0349  MODELED GRAVITY -    979,688.5   (mgal)                       NAVD 88
 FG0349
 FG0349  VERT ORDER      -  SECOND    CLASS 0
 FG0349
 FG0349.The horizontal coordinates were determined by differentially corrected
 FG0349.hand held GPS observations or other comparable positioning techniques
 FG0349.and have an estimated accuracy of +/- 3 meters.
 FG0349
 FG0349.The orthometric height was determined by differential leveling and
 FG0349.adjusted by the NATIONAL GEODETIC SURVEY
 FG0349.in June 1991.
 FG0349
 FG0349.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0349.GEOID18 height accuracy estimate available here.
 FG0349
 FG0349.Click photographs - Photos may exist for this station.
 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     -   107,539.6     333,477.8     MT  (+/- 3 meters HH1 GPS) 
 FG0349
 FG0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV2441706395(NAD 83)
 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
 FG0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0349.See file dsdata.pdf to determine how the superseded data were derived.
 FG0349
 FG0349_MARKER: DB = BENCH MARK DISK
 FG0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0349_STAMPING: F 49 1934
 FG0349_MARK LOGO: CGS
 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             CGS
 FG0349  HISTORY     - 1962     GOOD             CGS
 FG0349
 FG0349                          STATION DESCRIPTION
 FG0349
 FG0349'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1962
 FG0349'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1317 ***********************************************************************
 FG1317  DESIGNATION -  F 51
 FG1317  PID         -  FG1317
 FG1317  STATE/COUNTY-  AR/MADISON
 FG1317  COUNTRY     -  US
 FG1317  USGS QUAD   -  WITTER (2017)
 FG1317
 FG1317                         *CURRENT SURVEY CONTROL
 FG1317  ______________________________________________________________________
 FG1317* NAD 83(1986) POSITION- 35 56 16.7    (N) 093 41 00.1    (W)   HD_HELD2
 FG1317* NAVD 88 ORTHO HEIGHT -   440.524 (meters)     1445.29  (feet) ADJUSTED
 FG1317  ______________________________________________________________________
 FG1317  GEOID HEIGHT    -        -27.960 (meters)                     GEOID18
 FG1317  DYNAMIC HEIGHT  -        440.112 (meters)     1443.93  (feet) COMP
 FG1317  MODELED GRAVITY -    979,685.5   (mgal)                       NAVD 88
 FG1317
 FG1317  VERT ORDER      -  SECOND    CLASS 0
 FG1317
 FG1317.The horizontal coordinates were established by autonomous hand held GPS
 FG1317.observations and have an estimated accuracy of +/- 10 meters.
 FG1317
 FG1317.The orthometric height was determined by differential leveling and
 FG1317.adjusted by the NATIONAL GEODETIC SURVEY
 FG1317.in June 1991.
 FG1317
 FG1317.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1317.GEOID18 height accuracy estimate available here.
 FG1317
 FG1317.Click photographs - Photos may exist for this station.
 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     -   179,322.      248,117.      MT  (+/- 10 meters HH2 GPS)
 FG1317
 FG1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV3836177284(NAD 83)
 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
 FG1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1317.See file dsdata.pdf to determine how the superseded data were derived.
 FG1317
 FG1317_MARKER: DB = BENCH MARK DISK
 FG1317_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG1317_STAMPING: F 51 1934
 FG1317_MARK LOGO: CGS
 FG1317_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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'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 = MARCH 20, 2026 22:17:28 EDT
 GF0500 ***********************************************************************
 GF0500  DESIGNATION -  F 52
 GF0500  PID         -  GF0500
 GF0500  STATE/COUNTY-  AR/CARROLL
 GF0500  COUNTRY     -  US
 GF0500  USGS QUAD   -  EUREKA SPRINGS (2017)
 GF0500
 GF0500                         *CURRENT SURVEY CONTROL
 GF0500  ______________________________________________________________________
 GF0500* NAD 83(1986) POSITION- 36 24 50.42   (N) 093 44 01.74   (W)   HD_HELD1
 GF0500* NAVD 88 ORTHO HEIGHT -   343.931 (meters)     1128.38  (feet) ADJUSTED
 GF0500  ______________________________________________________________________
 GF0500  GEOID HEIGHT    -        -28.270 (meters)                     GEOID18
 GF0500  DYNAMIC HEIGHT  -        343.628 (meters)     1127.39  (feet) COMP
 GF0500  MODELED GRAVITY -    979,741.5   (mgal)                       NAVD 88
 GF0500
 GF0500  VERT ORDER      -  SECOND    CLASS 0
 GF0500
 GF0500.The horizontal coordinates were determined by differentially corrected
 GF0500.hand held GPS observations or other comparable positioning techniques
 GF0500.and have an estimated accuracy of +/- 3 meters.
 GF0500
 GF0500.The orthometric height was determined by differential leveling and
 GF0500.adjusted by the NATIONAL GEODETIC SURVEY
 GF0500.in June 1991.
 GF0500
 GF0500.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0500.GEOID18 height accuracy estimate available here.
 GF0500
 GF0500.Click photographs - Photos may exist for this station.
 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     -   232,213.8     244,495.6     MT  (+/- 3 meters HH1 GPS) 
 GF0500
 GF0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA3420930119(NAD 83)
 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
 GF0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0500.See file dsdata.pdf to determine how the superseded data were derived.
 GF0500
 GF0500_MARKER: DB = BENCH MARK DISK
 GF0500_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GF0500_SP_SET: STONE THRESHOLD
 GF0500_STAMPING: 1127.905 F 52 1934
 GF0500_MARK LOGO: CGS
 GF0500_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GF0500_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GF0500+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2017
 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  HISTORY     - 20150210 GOOD             ARHD
 GF0500  HISTORY     - 20170824 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.
 GF0500
 GF0500                          STATION RECOVERY (2015)
 GF0500
 GF0500'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (BAB)
 GF0500'RECOVERED IN GOOD CONDITION.
 GF0500
 GF0500                          STATION RECOVERY (2017)
 GF0500
 GF0500'RECOVERY NOTE BY US POWER SQUADRON 2017 (RP)
 GF0500'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1346 ***********************************************************************
 FG1346  DESIGNATION -  F 53
 FG1346  PID         -  FG1346
 FG1346  STATE/COUNTY-  AR/MADISON
 FG1346  COUNTRY     -  US
 FG1346  USGS QUAD   -  BOSTON (2017)
 FG1346
 FG1346                         *CURRENT SURVEY CONTROL
 FG1346  ______________________________________________________________________
 FG1346* NAD 83(1986) POSITION- 35 48 57.     (N) 093 31 39.     (W)   SCALED
 FG1346* NAVD 88 ORTHO HEIGHT -   710.764 (meters)     2331.90  (feet) ADJUSTED
 FG1346  ______________________________________________________________________
 FG1346  GEOID HEIGHT    -        -27.981 (meters)                     GEOID18
 FG1346  DYNAMIC HEIGHT  -        710.063 (meters)     2329.60  (feet) COMP
 FG1346  MODELED GRAVITY -    979,622.3   (mgal)                       NAVD 88
 FG1346
 FG1346  VERT ORDER      -  SECOND    CLASS 0
 FG1346
 FG1346.The horizontal coordinates were scaled from a map and have
 FG1346.an estimated accuracy of +/- 6 seconds.
 FG1346
 FG1346.The orthometric height was determined by differential leveling and
 FG1346.adjusted by the NATIONAL GEODETIC SURVEY
 FG1346.in June 1991.
 FG1346
 FG1346.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1346.GEOID18 height accuracy estimate available here.
 FG1346
 FG1346.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV523636(NAD 83)
 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
 FG1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1346.See file dsdata.pdf to determine how the superseded data were derived.
 FG1346
 FG1346_MARKER: DB = BENCH MARK DISK
 FG1346_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG1346_STAMPING: F 53 1934
 FG1346_MARK LOGO: CGS
 FG1346_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1347 ***********************************************************************
 FG1347  DESIGNATION -  F 53 RESET
 FG1347  PID         -  FG1347
 FG1347  STATE/COUNTY-  AR/MADISON
 FG1347  COUNTRY     -  US
 FG1347  USGS QUAD   -  BOSTON (2017)
 FG1347
 FG1347                         *CURRENT SURVEY CONTROL
 FG1347  ______________________________________________________________________
 FG1347* NAD 83(1986) POSITION- 35 48 57.     (N) 093 31 39.     (W)   SCALED
 FG1347* NAVD 88 ORTHO HEIGHT -   710.08  (meters)     2329.7   (feet) RESET
 FG1347  ______________________________________________________________________
 FG1347  GEOID HEIGHT    -        -27.981 (meters)                     GEOID18
 FG1347  VERT ORDER      -  THIRD
 FG1347
 FG1347.The horizontal coordinates were scaled from a map and have
 FG1347.an estimated accuracy of +/- 6 seconds.
 FG1347
 FG1347.The orthometric height was computed from unverified reset data.
 FG1347
 FG1347.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1347.GEOID18 height accuracy estimate available here.
 FG1347
 FG1347.Click photographs - Photos may exist for this station.
 FG1347
 FG1347;                    North         East    Units  Estimated Accuracy
 FG1347;SPC AR N     -   165,540.      261,970.      MT  (+/- 180 meters Scaled)
 FG1347
 FG1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV523636(NAD 83)
 FG1347
 FG1347                          SUPERSEDED SURVEY CONTROL
 FG1347
 FG1347.No superseded survey control is available for this station.
 FG1347
 FG1347_MARKER: DB = BENCH MARK DISK
 FG1347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1347_STAMPING: F 53 RESET 1963
 FG1347_MARK LOGO: CGS
 FG1347_PROJECTION: PROJECTING 10 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1677 ***********************************************************************
 EH1677  DESIGNATION -  F 54
 EH1677  PID         -  EH1677
 EH1677  STATE/COUNTY-  AR/JEFFERSON
 EH1677  COUNTRY     -  US
 EH1677  USGS QUAD   -  LADD (2017)
 EH1677
 EH1677                         *CURRENT SURVEY CONTROL
 EH1677  ______________________________________________________________________
 EH1677* NAD 83(1986) POSITION- 34 13 54.     (N) 091 57 34.     (W)   SCALED
 EH1677* NAVD 88 ORTHO HEIGHT -    63.318 (meters)      207.74  (feet) POSTED
 EH1677  ______________________________________________________________________
 EH1677  GEOID HEIGHT    -        -25.997 (meters)                     GEOID18
 EH1677  DYNAMIC HEIGHT  -         63.26  (meters)      207.5   (feet) COMP
 EH1677  MODELED GRAVITY -    979,666.3   (mgal)                       NAVD 88
 EH1677
 EH1677  VERT ORDER      -  * POSTED, SEE BELOW
 EH1677
 EH1677.The horizontal coordinates were scaled from a 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
 EH1677.* This is a POSTED BENCH MARK height.
 EH1677
 EH1677.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1677.GEOID18 height accuracy estimate available here.
 EH1677
 EH1677.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT958883(NAD 83)
 EH1677
 EH1677                          SUPERSEDED SURVEY CONTROL
 EH1677
 EH1677  NGVD 29 (11/26/84)   63.457  (m)          208.19   (f) ADJUSTED    2 0
 EH1677
 EH1677.Superseded values are not recommended for survey control.
 EH1677
 EH1677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1677.See file dsdata.pdf to determine how the superseded data were derived.
 EH1677
 EH1677_MARKER: DB = BENCH MARK DISK
 EH1677_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EH1677_STAMPING: F 54 1934
 EH1677_MARK LOGO: CGS
 EH1677_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1359 ***********************************************************************
 EH1359  DESIGNATION -  F 57
 EH1359  PID         -  EH1359
 EH1359  STATE/COUNTY-  AR/ARKANSAS
 EH1359  COUNTRY     -  US
 EH1359  USGS QUAD   -  ALMYRA (2017)
 EH1359
 EH1359                         *CURRENT SURVEY CONTROL
 EH1359  ______________________________________________________________________
 EH1359* NAD 83(1986) POSITION- 34 24 26.     (N) 091 24 31.     (W)   SCALED
 EH1359* NAVD 88 ORTHO HEIGHT -    62.034 (meters)      203.52  (feet) ADJUSTED
 EH1359  ______________________________________________________________________
 EH1359  GEOID HEIGHT    -        -26.527 (meters)                     GEOID18
 EH1359  DYNAMIC HEIGHT  -         61.974 (meters)      203.33  (feet) COMP
 EH1359  MODELED GRAVITY -    979,673.4   (mgal)                       NAVD 88
 EH1359
 EH1359  VERT ORDER      -  FIRST     CLASS II
 EH1359
 EH1359.The horizontal coordinates were scaled from a map and have
 EH1359.an estimated accuracy of +/- 6 seconds.
 EH1359
 EH1359.The orthometric height was determined by differential leveling and
 EH1359.adjusted by the NATIONAL GEODETIC SURVEY
 EH1359.in August 1993.
 EH1359
 EH1359.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1359.GEOID18 height accuracy estimate available here.
 EH1359
 EH1359.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU462084(NAD 83)
 EH1359
 EH1359                          SUPERSEDED SURVEY CONTROL
 EH1359
 EH1359  NAVD 88 (06/15/91)   62.087  (m)          203.70   (f) SUPERSEDED  1 2
 EH1359  NGVD 29 (11/26/84)   62.094  (m)          203.72   (f) ADJUSTED    1 2
 EH1359
 EH1359.Superseded values are not recommended for survey control.
 EH1359
 EH1359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1359.See file dsdata.pdf to determine how the superseded data were derived.
 EH1359
 EH1359_MARKER: DB = BENCH MARK DISK
 EH1359_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EH1359_STAMPING: F 57 1935
 EH1359_MARK LOGO: CGS
 EH1359_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FH0240 ***********************************************************************
 FH0240  DESIGNATION -  F 58
 FH0240  PID         -  FH0240
 FH0240  STATE/COUNTY-  AR/SEBASTIAN
 FH0240  COUNTRY     -  US
 FH0240  USGS QUAD   -  HUNTINGTON (2017)
 FH0240
 FH0240                         *CURRENT SURVEY CONTROL
 FH0240  ______________________________________________________________________
 FH0240* NAD 83(1986) POSITION- 35 02 26.     (N) 094 17 26.     (W)   SCALED
 FH0240* NAVD 88 ORTHO HEIGHT -   195.537 (meters)      641.52  (feet) ADJUSTED
 FH0240  ______________________________________________________________________
 FH0240  GEOID HEIGHT    -        -30.900 (meters)                     GEOID18
 FH0240  DYNAMIC HEIGHT  -        195.339 (meters)      640.87  (feet) COMP
 FH0240  MODELED GRAVITY -    979,618.4   (mgal)                       NAVD 88
 FH0240
 FH0240  VERT ORDER      -  SECOND    CLASS 0
 FH0240
 FH0240.The horizontal coordinates were scaled from a map and have
 FH0240.an estimated accuracy of +/- 6 seconds.
 FH0240
 FH0240.The orthometric height was determined by differential leveling and
 FH0240.adjusted by the NATIONAL GEODETIC SURVEY
 FH0240.in June 1991.
 FH0240
 FH0240.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0240.GEOID18 height accuracy estimate available here.
 FH0240
 FH0240.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU822783(NAD 83)
 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
 FH0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0240.See file dsdata.pdf to determine how the superseded data were derived.
 FH0240
 FH0240_MARKER: DB = BENCH MARK DISK
 FH0240_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FH0240_STAMPING: F 58 1934
 FH0240_MARK LOGO: CGS
 FH0240_PROJECTION: PROJECTING 9 CENTIMETERS
 FH0240_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0240
 FH0240  HISTORY     - Date     Condition        Report By
 FH0240  HISTORY     - 1934     MONUMENTED       CGS
 FH0240  HISTORY     - 1959     GOOD             CGS
 FH0240  HISTORY     - 1985     GOOD             NGS
 FH0240  HISTORY     - 20110314 MARK NOT FOUND   ARHD
 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 COAST AND 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.
 FH0240
 FH0240                          STATION RECOVERY (2011)
 FH0240
 FH0240'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (I)
 FH0240'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1312 ***********************************************************************
 EJ1312  DESIGNATION -  F 59
 EJ1312  PID         -  EJ1312
 EJ1312  STATE/COUNTY-  AR/GARLAND
 EJ1312  COUNTRY     -  US
 EJ1312  USGS QUAD   -  PEARCY (2017)
 EJ1312
 EJ1312                         *CURRENT SURVEY CONTROL
 EJ1312  ______________________________________________________________________
 EJ1312* NAD 83(1986) POSITION- 34 26 00.     (N) 093 15 47.     (W)   SCALED
 EJ1312* NAVD 88 ORTHO HEIGHT -   179.224 (meters)      588.00  (feet) ADJUSTED
 EJ1312  ______________________________________________________________________
 EJ1312  GEOID HEIGHT    -        -27.545 (meters)                     GEOID18
 EJ1312  DYNAMIC HEIGHT  -        179.045 (meters)      587.42  (feet) COMP
 EJ1312  MODELED GRAVITY -    979,632.3   (mgal)                       NAVD 88
 EJ1312
 EJ1312  VERT ORDER      -  SECOND    CLASS 0
 EJ1312
 EJ1312.The horizontal coordinates were scaled from a map and have
 EJ1312.an estimated accuracy of +/- 6 seconds.
 EJ1312
 EJ1312.The orthometric height was determined by differential leveling and
 EJ1312.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1312.in June 1991.
 EJ1312
 EJ1312.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1312.GEOID18 height accuracy estimate available here.
 EJ1312
 EJ1312.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU758102(NAD 83)
 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
 EJ1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1312.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1312
 EJ1312_MARKER: DB = BENCH MARK DISK
 EJ1312_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EJ1312_SP_SET: CULVERT HEADWALL
 EJ1312_STAMPING: F 59 1934
 EJ1312_MARK LOGO: CGS
 EJ1312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1312+STABILITY: SURFACE MOTION
 EJ1312
 EJ1312  HISTORY     - Date     Condition        Report By
 EJ1312  HISTORY     - 1934     MONUMENTED       CGS
 EJ1312  HISTORY     - 1935     GOOD             CGS
 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 GF0320 ***********************************************************************
 GF0320  DESIGNATION -  F 6
 GF0320  PID         -  GF0320
 GF0320  STATE/COUNTY-  AR/BOONE
 GF0320  COUNTRY     -  US
 GF0320  USGS QUAD   -  HARRISON (2017)
 GF0320
 GF0320                         *CURRENT SURVEY CONTROL
 GF0320  ______________________________________________________________________
 GF0320* NAD 83(1986) POSITION- 36 13 09.     (N) 093 04 24.     (W)   SCALED
 GF0320* NAVD 88 ORTHO HEIGHT -   356.721 (meters)     1170.34  (feet) ADJUSTED
 GF0320  ______________________________________________________________________
 GF0320  GEOID HEIGHT    -        -28.281 (meters)                     GEOID18
 GF0320  DYNAMIC HEIGHT  -        356.403 (meters)     1169.30  (feet) COMP
 GF0320  MODELED GRAVITY -    979,731.2   (mgal)                       NAVD 88
 GF0320
 GF0320  VERT ORDER      -  FIRST     CLASS II
 GF0320
 GF0320.The horizontal coordinates were scaled from a map and have
 GF0320.an estimated accuracy of +/- 6 seconds.
 GF0320
 GF0320.The orthometric height was determined by differential leveling and
 GF0320.adjusted by the NATIONAL GEODETIC SURVEY
 GF0320.in June 1991.
 GF0320
 GF0320.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0320.GEOID18 height accuracy estimate available here.
 GF0320
 GF0320.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA934082(NAD 83)
 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
 GF0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0320.See file dsdata.pdf to determine how the superseded data were derived.
 GF0320
 GF0320_MARKER: DB = BENCH MARK DISK
 GF0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0320_STAMPING: F 6 1931
 GF0320_MARK LOGO: CGS
 GF0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0320+STABILITY: SURFACE MOTION
 GF0320
 GF0320  HISTORY     - Date     Condition        Report By
 GF0320  HISTORY     - 1931     MONUMENTED       CGS
 GF0320  HISTORY     - 1934     GOOD             CGS
 GF0320
 GF0320                          STATION DESCRIPTION
 GF0320
 GF0320'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EK0152 ***********************************************************************
 EK0152  DESIGNATION -  F 60
 EK0152  PID         -  EK0152
 EK0152  STATE/COUNTY-  AR/HOWARD
 EK0152  COUNTRY     -  US
 EK0152  USGS QUAD   -  DIERKS DAM (2017)
 EK0152
 EK0152                         *CURRENT SURVEY CONTROL
 EK0152  ______________________________________________________________________
 EK0152* NAD 83(1986) POSITION- 34 09 11.     (N) 094 00 24.     (W)   SCALED
 EK0152* NAVD 88 ORTHO HEIGHT -   206.645 (meters)      677.97  (feet) ADJUSTED
 EK0152  ______________________________________________________________________
 EK0152  GEOID HEIGHT    -        -27.828 (meters)                     GEOID18
 EK0152  DYNAMIC HEIGHT  -        206.433 (meters)      677.27  (feet) COMP
 EK0152  MODELED GRAVITY -    979,604.5   (mgal)                       NAVD 88
 EK0152
 EK0152  VERT ORDER      -  SECOND    CLASS 0
 EK0152
 EK0152.The horizontal coordinates were scaled from a map and have
 EK0152.an estimated accuracy of +/- 6 seconds.
 EK0152
 EK0152.The orthometric height was determined by differential leveling and
 EK0152.adjusted by the NATIONAL GEODETIC SURVEY
 EK0152.in June 1991.
 EK0152
 EK0152.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0152.GEOID18 height accuracy estimate available here.
 EK0152
 EK0152.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT072795(NAD 83)
 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
 EK0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0152.See file dsdata.pdf to determine how the superseded data were derived.
 EK0152
 EK0152_MARKER: DB = BENCH MARK DISK
 EK0152_SETTING: 66 = SET IN ROCK OUTCROP
 EK0152_STAMPING: F 60 1934
 EK0152_MARK LOGO: CGS
 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   CGS
 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 COAST AND GEODETIC SURVEY 1962
 EK0152'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 AF8642 ***********************************************************************
 AF8642  DESIGNATION -  F 60 RESET
 AF8642  PID         -  AF8642
 AF8642  STATE/COUNTY-  AR/HOWARD
 AF8642  COUNTRY     -  US
 AF8642  USGS QUAD   -  DIERKS DAM (2017)
 AF8642
 AF8642                         *CURRENT SURVEY CONTROL
 AF8642  ______________________________________________________________________
 AF8642* NAD 83(1986) POSITION- 34 09 11.     (N) 094 00 24.     (W)   SCALED
 AF8642* NAVD 88 ORTHO HEIGHT -   207.64  (meters)      681.2   (feet) RESET
 AF8642  ______________________________________________________________________
 AF8642  GEOID HEIGHT    -        -27.828 (meters)                     GEOID18
 AF8642  VERT ORDER      -  THIRD
 AF8642
 AF8642.The horizontal coordinates were scaled from a map and have
 AF8642.an estimated accuracy of +/- 6 seconds.
 AF8642
 AF8642.The orthometric height was computed from unverified reset data.
 AF8642
 AF8642.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF8642.GEOID18 height accuracy estimate available here.
 AF8642
 AF8642.Click photographs - Photos may exist for this station.
 AF8642
 AF8642;                    North         East    Units  Estimated Accuracy
 AF8642;SPC AR S     -   566,670.      214,970.      MT  (+/- 180 meters Scaled)
 AF8642
 AF8642_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT072795(NAD 83)
 AF8642
 AF8642                          SUPERSEDED SURVEY CONTROL
 AF8642
 AF8642.No superseded survey control is available for this station.
 AF8642
 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 DEPARTMENT OF TRANSPORTATION 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1321 ***********************************************************************
 EJ1321  DESIGNATION -  F 61
 EJ1321  PID         -  EJ1321
 EJ1321  STATE/COUNTY-  AR/PIKE
 EJ1321  COUNTRY     -  US
 EJ1321  USGS QUAD   -  MURFREESBORO (2017)
 EJ1321
 EJ1321                         *CURRENT SURVEY CONTROL
 EJ1321  ______________________________________________________________________
 EJ1321* NAD 83(1986) POSITION- 34 01 54.     (N) 093 44 58.     (W)   SCALED
 EJ1321* NAVD 88 ORTHO HEIGHT -   176.610 (meters)      579.43  (feet) ADJUSTED
 EJ1321  ______________________________________________________________________
 EJ1321  GEOID HEIGHT    -        -27.290 (meters)                     GEOID18
 EJ1321  DYNAMIC HEIGHT  -        176.431 (meters)      578.84  (feet) COMP
 EJ1321  MODELED GRAVITY -    979,618.2   (mgal)                       NAVD 88
 EJ1321
 EJ1321  VERT ORDER      -  SECOND    CLASS 0
 EJ1321
 EJ1321.The horizontal coordinates were scaled from a map and have
 EJ1321.an estimated accuracy of +/- 6 seconds.
 EJ1321
 EJ1321.The orthometric height was determined by differential leveling and
 EJ1321.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1321.in June 1991.
 EJ1321
 EJ1321.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1321.GEOID18 height accuracy estimate available here.
 EJ1321
 EJ1321.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT308659(NAD 83)
 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
 EJ1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1321.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1321
 EJ1321_MARKER: DB = BENCH MARK DISK
 EJ1321_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ1321_STAMPING: F 61 1934
 EJ1321_MARK LOGO: CGS
 EJ1321_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1321
 EJ1321  HISTORY     - Date     Condition        Report By
 EJ1321  HISTORY     - 1934     MONUMENTED       CGS
 EJ1321  HISTORY     - 1962     GOOD             CGS
 EJ1321  HISTORY     - 20040923 MARK NOT FOUND   USPSQD
 EJ1321
 EJ1321                          STATION DESCRIPTION
 EJ1321
 EJ1321'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DL1013 ***********************************************************************
 DL1013  DESIGNATION -  F 62
 DL1013  PID         -  DL1013
 DL1013  STATE/COUNTY-  AR/HEMPSTEAD
 DL1013  COUNTRY     -  US
 DL1013  USGS QUAD   -  NASHVILLE (2017)
 DL1013
 DL1013                         *CURRENT SURVEY CONTROL
 DL1013  ______________________________________________________________________
 DL1013* NAD 83(1986) POSITION- 33 53 57.62   (N) 093 46 34.58   (W)   HD_HELD1
 DL1013* NAVD 88 ORTHO HEIGHT -   123.419 (meters)      404.92  (feet) ADJUSTED
 DL1013  ______________________________________________________________________
 DL1013  GEOID HEIGHT    -        -27.140 (meters)                     GEOID18
 DL1013  DYNAMIC HEIGHT  -        123.293 (meters)      404.50  (feet) COMP
 DL1013  MODELED GRAVITY -    979,614.5   (mgal)                       NAVD 88
 DL1013
 DL1013  VERT ORDER      -  SECOND    CLASS 0
 DL1013
 DL1013.The horizontal coordinates were determined by differentially corrected
 DL1013.hand held GPS observations or other comparable positioning techniques
 DL1013.and have an estimated accuracy of +/- 3 meters.
 DL1013
 DL1013.The orthometric height was determined by differential leveling and
 DL1013.adjusted by the NATIONAL GEODETIC SURVEY
 DL1013.in June 1991.
 DL1013
 DL1013.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1013.GEOID18 height accuracy estimate available here.
 DL1013
 DL1013.Click photographs - Photos may exist for this station.
 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     -   538,143.4     235,727.3     MT  (+/- 3 meters HH1 GPS) 
 DL1013
 DL1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT2822751266(NAD 83)
 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
 DL1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1013.See file dsdata.pdf to determine how the superseded data were derived.
 DL1013
 DL1013_MARKER: DB = BENCH MARK DISK
 DL1013_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DL1013_STAMPING: F 62 1934
 DL1013_MARK LOGO: CGS
 DL1013_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL1013
 DL1013  HISTORY     - Date     Condition        Report By
 DL1013  HISTORY     - 1934     MONUMENTED       CGS
 DL1013  HISTORY     - 1962     GOOD             CGS
 DL1013
 DL1013                          STATION DESCRIPTION
 DL1013
 DL1013'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DL0871 ***********************************************************************
 DL0871  DESIGNATION -  F 63
 DL0871  PID         -  DL0871
 DL0871  STATE/COUNTY-  AR/LAFAYETTE
 DL0871  COUNTRY     -  US
 DL0871  USGS QUAD   -  OLD TOWN (2017)
 DL0871
 DL0871                         *CURRENT SURVEY CONTROL
 DL0871  ______________________________________________________________________
 DL0871* NAD 83(1986) POSITION- 33 26 14.     (N) 093 31 03.     (W)   SCALED
 DL0871* NAVD 88 ORTHO HEIGHT -    78.455 (meters)      257.40  (feet) ADJUSTED
 DL0871  ______________________________________________________________________
 DL0871  GEOID HEIGHT    -        -26.768 (meters)                     GEOID18
 DL0871  DYNAMIC HEIGHT  -         78.371 (meters)      257.12  (feet) COMP
 DL0871  MODELED GRAVITY -    979,572.4   (mgal)                       NAVD 88
 DL0871
 DL0871  VERT ORDER      -  SECOND    CLASS 0
 DL0871
 DL0871.The horizontal coordinates were scaled from a map and have
 DL0871.an estimated accuracy of +/- 6 seconds.
 DL0871
 DL0871.The orthometric height was determined by differential leveling and
 DL0871.adjusted by the NATIONAL GEODETIC SURVEY
 DL0871.in June 1991.
 DL0871
 DL0871.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0871.GEOID18 height accuracy estimate available here.
 DL0871
 DL0871.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS518998(NAD 83)
 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
 DL0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0871.See file dsdata.pdf to determine how the superseded data were derived.
 DL0871
 DL0871_MARKER: DB = BENCH MARK DISK
 DL0871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0871_STAMPING: F 63 1935
 DL0871_MARK LOGO: CGS
 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             CGS
 DL0871
 DL0871                          STATION DESCRIPTION
 DL0871
 DL0871'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DL0998 ***********************************************************************
 DL0998  DESIGNATION -  F 64
 DL0998  PID         -  DL0998
 DL0998  STATE/COUNTY-  AR/HEMPSTEAD
 DL0998  COUNTRY     -  US
 DL0998  USGS QUAD   -  HOPE (2017)
 DL0998
 DL0998                         *CURRENT SURVEY CONTROL
 DL0998  ______________________________________________________________________
 DL0998* NAD 83(1986) POSITION- 33 40 49.     (N) 093 32 40.     (W)   SCALED
 DL0998* NAVD 88 ORTHO HEIGHT -    86.946 (meters)      285.26  (feet) ADJUSTED
 DL0998  ______________________________________________________________________
 DL0998  GEOID HEIGHT    -        -26.928 (meters)                     GEOID18
 DL0998  DYNAMIC HEIGHT  -         86.855 (meters)      284.96  (feet) COMP
 DL0998  MODELED GRAVITY -    979,591.0   (mgal)                       NAVD 88
 DL0998
 DL0998  VERT ORDER      -  SECOND    CLASS 0
 DL0998
 DL0998.The horizontal coordinates were scaled from a map and have
 DL0998.an estimated accuracy of +/- 6 seconds.
 DL0998
 DL0998.The orthometric height was determined by differential leveling and
 DL0998.adjusted by the NATIONAL GEODETIC SURVEY
 DL0998.in June 1991.
 DL0998
 DL0998.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0998.GEOID18 height accuracy estimate available here.
 DL0998
 DL0998.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT495268(NAD 83)
 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
 DL0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0998.See file dsdata.pdf to determine how the superseded data were derived.
 DL0998
 DL0998_MARKER: DB = BENCH MARK DISK
 DL0998_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DL0998_STAMPING: F 64 1935
 DL0998_MARK LOGO: CGS
 DL0998_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0998
 DL0998  HISTORY     - Date     Condition        Report By
 DL0998  HISTORY     - 1935     MONUMENTED       CGS
 DL0998  HISTORY     - 1963     GOOD             CGS
 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 COAST AND GEODETIC SURVEY 1963
 DL0998'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK1060 ***********************************************************************
 DK1060  DESIGNATION -  F 65
 DK1060  PID         -  DK1060
 DK1060  STATE/COUNTY-  AR/CHICOT
 DK1060  COUNTRY     -  US
 DK1060  USGS QUAD   -  EUDORA SOUTH (2017)
 DK1060
 DK1060                         *CURRENT SURVEY CONTROL
 DK1060  ______________________________________________________________________
 DK1060* NAD 83(1986) POSITION- 33 06 22.     (N) 091 15 40.     (W)   SCALED
 DK1060* NAVD 88 ORTHO HEIGHT -    39.036 (meters)      128.07  (feet) ADJUSTED
 DK1060  ______________________________________________________________________
 DK1060  GEOID HEIGHT    -        -26.056 (meters)                     GEOID18
 DK1060  DYNAMIC HEIGHT  -         38.995 (meters)      127.94  (feet) COMP
 DK1060  MODELED GRAVITY -    979,577.0   (mgal)                       NAVD 88
 DK1060
 DK1060  VERT ORDER      -  SECOND    CLASS 0
 DK1060
 DK1060.The horizontal coordinates were scaled from a map and have
 DK1060.an estimated accuracy of +/- 6 seconds.
 DK1060
 DK1060.The orthometric height was determined by differential leveling and
 DK1060.adjusted by the NATIONAL GEODETIC SURVEY
 DK1060.in June 1991.
 DK1060
 DK1060.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1060.GEOID18 height accuracy estimate available here.
 DK1060
 DK1060.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS622643(NAD 83)
 DK1060
 DK1060                          SUPERSEDED SURVEY CONTROL
 DK1060
 DK1060  NGVD 29 (11/26/84)   39.132  (m)          128.39   (f) ADJUSTED    2 0
 DK1060
 DK1060.Superseded values are not recommended for survey control.
 DK1060
 DK1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1060.See file dsdata.pdf to determine how the superseded data were derived.
 DK1060
 DK1060_MARKER: DB = BENCH MARK DISK
 DK1060_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DK1060_SP_SET: CULVERT HEADWALL
 DK1060_STAMPING: F 65 1935
 DK1060_MARK LOGO: CGS
 DK1060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1060+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0441 ***********************************************************************
 FG0441  DESIGNATION -  F 66
 FG0441  PID         -  FG0441
 FG0441  STATE/COUNTY-  AR/POPE
 FG0441  COUNTRY     -  US
 FG0441  USGS QUAD   -  MORELAND (2017)
 FG0441
 FG0441                         *CURRENT SURVEY CONTROL
 FG0441  ______________________________________________________________________
 FG0441* NAD 83(1986) POSITION- 35 20 40.82   (N) 092 57 40.89   (W)   HD_HELD1
 FG0441* NAVD 88 ORTHO HEIGHT -   182.060 (meters)      597.31  (feet) ADJUSTED
 FG0441  ______________________________________________________________________
 FG0441  GEOID HEIGHT    -        -28.774 (meters)                     GEOID18
 FG0441  DYNAMIC HEIGHT  -        181.888 (meters)      596.74  (feet) COMP
 FG0441  MODELED GRAVITY -    979,688.5   (mgal)                       NAVD 88
 FG0441
 FG0441  VERT ORDER      -  SECOND    CLASS 0
 FG0441
 FG0441.The horizontal coordinates were determined by differentially corrected
 FG0441.hand held GPS observations or other comparable positioning techniques
 FG0441.and have an estimated accuracy of +/- 3 meters.
 FG0441
 FG0441.The orthometric height was determined by differential leveling and
 FG0441.adjusted by the NATIONAL GEODETIC SURVEY
 FG0441.in June 1991.
 FG0441
 FG0441.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0441.GEOID18 height accuracy estimate available here.
 FG0441
 FG0441.Click photographs - Photos may exist for this station.
 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     -   112,625.8     312,615.2     MT  (+/- 3 meters HH1 GPS) 
 FG0441
 FG0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV0351111267(NAD 83)
 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
 FG0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0441.See file dsdata.pdf to determine how the superseded data were derived.
 FG0441
 FG0441_MARKER: DB = BENCH MARK DISK
 FG0441_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0441_STAMPING: F 66 1935
 FG0441_MARK LOGO: CGS
 FG0441_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0441
 FG0441  HISTORY     - Date     Condition        Report By
 FG0441  HISTORY     - 1935     MONUMENTED       CGS
 FG0441  HISTORY     - 1942     GOOD             CGS
 FG0441  HISTORY     - 20161228 MARK NOT FOUND   ARHD
 FG0441
 FG0441                          STATION DESCRIPTION
 FG0441
 FG0441'DESCRIBED BY COAST AND 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.
 FG0441
 FG0441                          STATION RECOVERY (2016)
 FG0441
 FG0441'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 FG0441'THERE IS ONLY THE BOTTOM PART OF THE CONCRETE WITH THE WHOLE BRASS CAP
 FG0441'BEING NOCKED OFF BY A BUSH HOG.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0481 ***********************************************************************
 FG0481  DESIGNATION -  F 67 RESET
 FG0481  PID         -  FG0481
 FG0481  STATE/COUNTY-  AR/CONWAY
 FG0481  COUNTRY     -  US
 FG0481  USGS QUAD   -  HATTIEVILLE (2017)
 FG0481
 FG0481                         *CURRENT SURVEY CONTROL
 FG0481  ______________________________________________________________________
 FG0481* NAD 83(1986) POSITION- 35 17 17.     (N) 092 47 25.     (W)   SCALED
 FG0481* NAVD 88 ORTHO HEIGHT -   105.61  (meters)      346.5   (feet) RESET
 FG0481  ______________________________________________________________________
 FG0481  GEOID HEIGHT    -        -28.653 (meters)                     GEOID18
 FG0481  VERT ORDER      -  THIRD
 FG0481
 FG0481.The horizontal coordinates were scaled from a map and have
 FG0481.an estimated accuracy of +/- 6 seconds.
 FG0481
 FG0481.The orthometric height was computed from unverified reset data.
 FG0481
 FG0481.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0481.GEOID18 height accuracy estimate available here.
 FG0481
 FG0481.Click photographs - Photos may exist for this station.
 FG0481
 FG0481;                    North         East    Units  Estimated Accuracy
 FG0481;SPC AR N     -   106,210.      328,120.      MT  (+/- 180 meters Scaled)
 FG0481
 FG0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV190050(NAD 83)
 FG0481
 FG0481                          SUPERSEDED SURVEY CONTROL
 FG0481
 FG0481.No superseded survey control is available for this station.
 FG0481
 FG0481_MARKER: DB = BENCH MARK DISK
 FG0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0481_STAMPING: F 67 1935 RESET
 FG0481_MARK LOGO: CGS
 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 DEPARTMENT OF TRANSPORTATION 1937
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0159 ***********************************************************************
 FG0159  DESIGNATION -  F 68
 FG0159  PID         -  FG0159
 FG0159  STATE/COUNTY-  AR/FAULKNER
 FG0159  COUNTRY     -  US
 FG0159  USGS QUAD   -  GREENBRIER (2017)
 FG0159
 FG0159                         *CURRENT SURVEY CONTROL
 FG0159  ______________________________________________________________________
 FG0159* NAD 83(1986) POSITION- 35 11 27.     (N) 092 27 02.     (W)   SCALED
 FG0159* NAVD 88 ORTHO HEIGHT -    96.718 (meters)      317.32  (feet) ADJUSTED
 FG0159  ______________________________________________________________________
 FG0159  GEOID HEIGHT    -        -28.119 (meters)                     GEOID18
 FG0159  DYNAMIC HEIGHT  -         96.628 (meters)      317.02  (feet) COMP
 FG0159  MODELED GRAVITY -    979,700.7   (mgal)                       NAVD 88
 FG0159
 FG0159  VERT ORDER      -  SECOND    CLASS 0
 FG0159
 FG0159.The horizontal coordinates were scaled from a map and have
 FG0159.an estimated accuracy of +/- 6 seconds.
 FG0159
 FG0159.The orthometric height was determined by differential leveling and
 FG0159.adjusted by the NATIONAL GEODETIC SURVEY
 FG0159.in June 1991.
 FG0159
 FG0159.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0159.GEOID18 height accuracy estimate available here.
 FG0159
 FG0159.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU500943(NAD 83)
 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
 FG0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0159.See file dsdata.pdf to determine how the superseded data were derived.
 FG0159
 FG0159_MARKER: DB = BENCH MARK DISK
 FG0159_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0159_STAMPING: F 68 1934
 FG0159_MARK LOGO: CGS
 FG0159_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0159
 FG0159  HISTORY     - Date     Condition        Report By
 FG0159  HISTORY     - 1934     MONUMENTED       CGS
 FG0159  HISTORY     - 20081208 MARK NOT FOUND   ARHD
 FG0159  HISTORY     - 20110526 MARK NOT FOUND   ARHD
 FG0159  HISTORY     - 20111004 MARK NOT FOUND   ARHD
 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.
 FG0159
 FG0159                          STATION RECOVERY (2008)
 FG0159
 FG0159'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2008 (WDA)
 FG0159'MARK NOT FOUND.
 FG0159
 FG0159                          STATION RECOVERY (2011)
 FG0159
 FG0159'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (MCA)
 FG0159'MARK NOT FOUND
 FG0159
 FG0159                          STATION RECOVERY (2011)
 FG0159
 FG0159'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (SES)
 FG0159'
 FG0159'.
 FG0159'
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0031 ***********************************************************************
 FG0031  DESIGNATION -  F 7
 FG0031  PID         -  FG0031
 FG0031  STATE/COUNTY-  AR/VAN BUREN
 FG0031  COUNTRY     -  US
 FG0031  USGS QUAD   -  OXLEY (2017)
 FG0031
 FG0031                         *CURRENT SURVEY CONTROL
 FG0031  ______________________________________________________________________
 FG0031* NAD 83(1986) POSITION- 35 46 52.     (N) 092 25 41.     (W)   SCALED
 FG0031* NAVD 88 ORTHO HEIGHT -   247.672 (meters)      812.57  (feet) ADJUSTED
 FG0031  ______________________________________________________________________
 FG0031  GEOID HEIGHT    -        -27.837 (meters)                     GEOID18
 FG0031  DYNAMIC HEIGHT  -        247.444 (meters)      811.82  (feet) COMP
 FG0031  MODELED GRAVITY -    979,707.4   (mgal)                       NAVD 88
 FG0031
 FG0031  VERT ORDER      -  FIRST     CLASS II
 FG0031
 FG0031.The horizontal coordinates were scaled from a map and have
 FG0031.an estimated accuracy of +/- 6 seconds.
 FG0031
 FG0031.The orthometric height was determined by differential leveling and
 FG0031.adjusted by the NATIONAL GEODETIC SURVEY
 FG0031.in June 1991.
 FG0031
 FG0031.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0031.GEOID18 height accuracy estimate available here.
 FG0031
 FG0031.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV516598(NAD 83)
 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
 FG0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0031.See file dsdata.pdf to determine how the superseded data were derived.
 FG0031
 FG0031_MARKER: DB = BENCH MARK DISK
 FG0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0031_STAMPING: F 7 1931
 FG0031_MARK LOGO: CGS
 FG0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0031+STABILITY: SURFACE MOTION
 FG0031
 FG0031  HISTORY     - Date     Condition        Report By
 FG0031  HISTORY     - 1931     MONUMENTED       CGS
 FG0031  HISTORY     - 1935     MARK NOT FOUND   CGS
 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 COAST AND GEODETIC SURVEY 1935
 FG0031'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0003 ***********************************************************************
 EJ0003  DESIGNATION -  F 70
 EJ0003  PID         -  EJ0003
 EJ0003  STATE/COUNTY-  AR/FAULKNER
 EJ0003  COUNTRY     -  US
 EJ0003  USGS QUAD   -  MAYFLOWER (2017)
 EJ0003
 EJ0003                         *CURRENT SURVEY CONTROL
 EJ0003  ______________________________________________________________________
 EJ0003* NAD 83(1986) POSITION- 34 57 26.7    (N) 092 25 36.7    (W)   HD_HELD2
 EJ0003* NAVD 88 ORTHO HEIGHT -    87.772 (meters)      287.97  (feet) ADJUSTED
 EJ0003  ______________________________________________________________________
 EJ0003  GEOID HEIGHT    -        -27.564 (meters)                     GEOID18
 EJ0003  DYNAMIC HEIGHT  -         87.689 (meters)      287.69  (feet) COMP
 EJ0003  MODELED GRAVITY -    979,694.3   (mgal)                       NAVD 88
 EJ0003
 EJ0003  VERT ORDER      -  FIRST     CLASS II
 EJ0003
 EJ0003.The horizontal coordinates were established by autonomous hand held GPS
 EJ0003.observations and have an estimated accuracy of +/- 10 meters.
 EJ0003
 EJ0003.The orthometric height was determined by differential leveling and
 EJ0003.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0003.in September 2023.
 EJ0003
 EJ0003.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0003.GEOID18 height accuracy estimate available here.
 EJ0003
 EJ0003.Click photographs - Photos may exist for this station.
 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     -    69,322.      361,013.      MT  (+/- 10 meters HH2 GPS)
 EJ0003
 EJ0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5232768470(NAD 83)
 EJ0003
 EJ0003                          SUPERSEDED SURVEY CONTROL
 EJ0003
 EJ0003  NAVD 88 (06/15/91)   87.772  (m)          287.97   (f) SUPERSEDED  1 2
 EJ0003  NGVD 29 (06/07/95)   87.822  (m)          288.13   (f) ADJUSTED    1 2
 EJ0003  NGVD 29 (??/??/92)   87.794  (m)          288.04   (f) SUPERSEDED  1 2
 EJ0003
 EJ0003.Superseded values are not recommended for survey control.
 EJ0003
 EJ0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0003.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0003
 EJ0003_MARKER: DB = BENCH MARK DISK
 EJ0003_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0003_STAMPING: F 70 1934
 EJ0003_MARK LOGO: CGS
 EJ0003_PROJECTION: PROJECTING 15 CENTIMETERS
 EJ0003_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0003_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EJ0003+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2012
 EJ0003
 EJ0003  HISTORY     - Date     Condition        Report By
 EJ0003  HISTORY     - 1934     MONUMENTED       CGS
 EJ0003  HISTORY     - 1967     GOOD             CGS
 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  HISTORY     - 20120522 GOOD             ARHD
 EJ0003
 EJ0003                          STATION DESCRIPTION
 EJ0003
 EJ0003'DESCRIBED BY COAST AND 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.
 EJ0003
 EJ0003                          STATION RECOVERY (2012)
 EJ0003
 EJ0003'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (JDH)
 EJ0003'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0398 ***********************************************************************
 FG0398  DESIGNATION -  F 71
 FG0398  PID         -  FG0398
 FG0398  STATE/COUNTY-  AR/PERRY
 FG0398  COUNTRY     -  US
 FG0398  USGS QUAD   -  PERRYVILLE (2017)
 FG0398
 FG0398                         *CURRENT SURVEY CONTROL
 FG0398  ______________________________________________________________________
 FG0398* NAD 83(1986) POSITION- 35 02 55.47   (N) 092 47 35.58   (W)   HD_HELD1
 FG0398* NAVD 88 ORTHO HEIGHT -    89.884 (meters)      294.89  (feet) ADJUSTED
 FG0398  ______________________________________________________________________
 FG0398  GEOID HEIGHT    -        -28.471 (meters)                     GEOID18
 FG0398  DYNAMIC HEIGHT  -         89.798 (meters)      294.61  (feet) COMP
 FG0398  MODELED GRAVITY -    979,681.3   (mgal)                       NAVD 88
 FG0398
 FG0398  VERT ORDER      -  SECOND    CLASS I
 FG0398
 FG0398.The horizontal coordinates were determined by differentially corrected
 FG0398.hand held GPS observations or other comparable positioning techniques
 FG0398.and have an estimated accuracy of +/- 3 meters.
 FG0398
 FG0398.The orthometric height was determined by differential leveling and
 FG0398.adjusted by the NATIONAL GEODETIC SURVEY
 FG0398.in September 2023.
 FG0398
 FG0398.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0398.GEOID18 height accuracy estimate available here.
 FG0398
 FG0398.Click photographs - Photos may exist for this station.
 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     -    79,660.3     327,633.9     MT  (+/- 3 meters HH1 GPS) 
 FG0398
 FG0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU1885878467(NAD 83)
 FG0398
 FG0398                          SUPERSEDED SURVEY CONTROL
 FG0398
 FG0398  NAVD 88 (06/15/91)   89.900  (m)          294.95   (f) SUPERSEDED  2 0
 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
 FG0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0398.See file dsdata.pdf to determine how the superseded data were derived.
 FG0398
 FG0398_MARKER: DB = BENCH MARK DISK
 FG0398_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FG0398_SP_SET: BRIDGE ABUTMENT
 FG0398_STAMPING: F 71 1934
 FG0398_MARK LOGO: CGS
 FG0398_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG0398_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG0398+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2025
 FG0398
 FG0398  HISTORY     - Date     Condition        Report By
 FG0398  HISTORY     - 1934     MONUMENTED       CGS
 FG0398  HISTORY     - 1935     GOOD             CGS
 FG0398  HISTORY     - 1939     GOOD             CGS
 FG0398  HISTORY     - 20130708 GOOD             USACEL
 FG0398  HISTORY     - 20251031 GOOD             BASE9
 FG0398
 FG0398                          STATION DESCRIPTION
 FG0398
 FG0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 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 COAST AND GEODETIC SURVEY 1939
 FG0398'RECOVERED IN GOOD CONDITION.
 FG0398
 FG0398                          STATION RECOVERY (2013)
 FG0398
 FG0398'RECOVERY NOTE BY USACE LITTLE ROCK 2013 (SCC)
 FG0398'A STANDARD TABLET SET HORIZONTALLY ON SOUTH END OF NORTH ABUTMENT TO
 FG0398'RAILROAD BRIDGE NO. 1838 A.  ABOUT 0.1 MILE EAST OF THE FORMER
 FG0398'CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY STATION.
 FG0398'
 FG0398'55.0 FT SOUTH OF SOUTHWEST CORNER OF MAGNOLIA PETROLEUM CO. OFFICE.
 FG0398'12.5 FT. SOUTH OF CENTERLINE OF LITTLE ROCK AND WESTER RAIL ROAD
 FG0398'TRACK.  2.5 FT NORTH OF SOUTH END OF ABUTMENT.  2.4 FT WEST OF EAST
 FG0398'EDGE OF ABUTMENT.  2.4 FT EAST WEST EDGE OF ABUTMENT.
 FG0398'50 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 9.
 FG0398'105 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 10.
 FG0398'A STANDARD BRONZE TABLET STAMPED F 71 1934.
 FG0398
 FG0398                          STATION RECOVERY (2025)
 FG0398
 FG0398'RECOVERY NOTE BY BASE 9 GEODETIC CONSULTING SERVICE 2025 (DRD)
 FG0398'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0310 ***********************************************************************
 FG0310  DESIGNATION -  F 72
 FG0310  PID         -  FG0310
 FG0310  STATE/COUNTY-  AR/POPE
 FG0310  COUNTRY     -  US
 FG0310  USGS QUAD   -  ATKINS (2017)
 FG0310
 FG0310                         *CURRENT SURVEY CONTROL
 FG0310  ______________________________________________________________________
 FG0310* NAD 83(1986) POSITION- 35 14 26.83   (N) 092 59 14.99   (W)   HD_HELD1
 FG0310* NAVD 88 ORTHO HEIGHT -   123.790 (meters)      406.13  (feet) ADJUSTED
 FG0310  ______________________________________________________________________
 FG0310  GEOID HEIGHT    -        -28.904 (meters)                     GEOID18
 FG0310  DYNAMIC HEIGHT  -        123.673 (meters)      405.75  (feet) COMP
 FG0310  MODELED GRAVITY -    979,685.1   (mgal)                       NAVD 88
 FG0310
 FG0310  VERT ORDER      -  FIRST     CLASS II
 FG0310
 FG0310.The horizontal coordinates were determined by differentially corrected
 FG0310.hand held GPS observations or other comparable positioning techniques
 FG0310.and have an estimated accuracy of +/- 3 meters.
 FG0310
 FG0310.The orthometric height was determined by differential leveling and
 FG0310.adjusted by the NATIONAL GEODETIC SURVEY
 FG0310.in June 1991.
 FG0310
 FG0310.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0310.GEOID18 height accuracy estimate available here.
 FG0310
 FG0310.Click photographs - Photos may exist for this station.
 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     -   101,124.8     310,123.7     MT  (+/- 3 meters HH1 GPS) 
 FG0310
 FG0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU0113799745(NAD 83)
 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
 FG0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0310.See file dsdata.pdf to determine how the superseded data were derived.
 FG0310
 FG0310_MARKER: DB = BENCH MARK DISK
 FG0310_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0310_STAMPING: F 72 1934
 FG0310_MARK LOGO: CGS
 FG0310_PROJECTION: PROJECTING 5 CENTIMETERS
 FG0310_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0310
 FG0310  HISTORY     - Date     Condition        Report By
 FG0310  HISTORY     - 1934     MONUMENTED       CGS
 FG0310  HISTORY     - 1967     GOOD             CGS
 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0919 ***********************************************************************
 EJ0919  DESIGNATION -  F 73
 EJ0919  PID         -  EJ0919
 EJ0919  STATE/COUNTY-  AR/PERRY
 EJ0919  COUNTRY     -  US
 EJ0919  USGS QUAD   -  THORNBURG (2017)
 EJ0919
 EJ0919                         *CURRENT SURVEY CONTROL
 EJ0919  ______________________________________________________________________
 EJ0919* NAD 83(1986) POSITION- 34 54 41.     (N) 092 47 58.     (W)   SCALED
 EJ0919* NAVD 88 ORTHO HEIGHT -   192.440 (meters)      631.36  (feet) ADJUSTED
 EJ0919  ______________________________________________________________________
 EJ0919  GEOID HEIGHT    -        -27.998 (meters)                     GEOID18
 EJ0919  DYNAMIC HEIGHT  -        192.253 (meters)      630.75  (feet) COMP
 EJ0919  MODELED GRAVITY -    979,655.5   (mgal)                       NAVD 88
 EJ0919
 EJ0919  VERT ORDER      -  SECOND    CLASS 0
 EJ0919
 EJ0919.The horizontal coordinates were scaled from a map and have
 EJ0919.an estimated accuracy of +/- 6 seconds.
 EJ0919
 EJ0919.The orthometric height was determined by differential leveling and
 EJ0919.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0919.in June 1991.
 EJ0919
 EJ0919.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0919.GEOID18 height accuracy estimate available here.
 EJ0919
 EJ0919.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU183632(NAD 83)
 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
 EJ0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0919.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0919
 EJ0919_MARKER: DB = BENCH MARK DISK
 EJ0919_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0919_STAMPING: F 73 1935
 EJ0919_MARK LOGO: CGS
 EJ0919_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1228 ***********************************************************************
 FF1228  DESIGNATION -  F 74
 FF1228  PID         -  FF1228
 FF1228  STATE/COUNTY-  AR/WOODRUFF
 FF1228  COUNTRY     -  US
 FF1228  USGS QUAD   -  HUNTER WEST (2017)
 FF1228
 FF1228                         *CURRENT SURVEY CONTROL
 FF1228  ______________________________________________________________________
 FF1228* NAD 83(1986) POSITION- 35 07 04.     (N) 091 14 41.     (W)   SCALED
 FF1228* NAVD 88 ORTHO HEIGHT -    66.058 (meters)      216.73  (feet) ADJUSTED
 FF1228  ______________________________________________________________________
 FF1228  GEOID HEIGHT    -        -27.208 (meters)                     GEOID18
 FF1228  DYNAMIC HEIGHT  -         65.998 (meters)      216.53  (feet) COMP
 FF1228  MODELED GRAVITY -    979,723.0   (mgal)                       NAVD 88
 FF1228
 FF1228  VERT ORDER      -  SECOND    CLASS 0
 FF1228
 FF1228.The horizontal coordinates were scaled from a map and have
 FF1228.an estimated accuracy of +/- 6 seconds.
 FF1228
 FF1228.The orthometric height was determined by differential leveling and
 FF1228.adjusted by the NATIONAL GEODETIC SURVEY
 FF1228.in June 1991.
 FF1228
 FF1228.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1228.GEOID18 height accuracy estimate available here.
 FF1228
 FF1228.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU599875(NAD 83)
 FF1228
 FF1228                          SUPERSEDED SURVEY CONTROL
 FF1228
 FF1228  NGVD 29 (11/26/84)   66.029  (m)          216.63   (f) ADJUSTED    2 0
 FF1228
 FF1228.Superseded values are not recommended for survey control.
 FF1228
 FF1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1228.See file dsdata.pdf to determine how the superseded data were derived.
 FF1228
 FF1228_MARKER: DB = BENCH MARK DISK
 FF1228_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF1228_STAMPING: F 74 1934
 FF1228_MARK LOGO: CGS
 FF1228_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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, 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 = MARCH 20, 2026 22:17:28 EDT
 FF1151 ***********************************************************************
 FF1151  DESIGNATION -  F 75
 FF1151  PID         -  FF1151
 FF1151  STATE/COUNTY-  AR/JACKSON
 FF1151  COUNTRY     -  US
 FF1151  USGS QUAD   -  AMAGON (2017)
 FF1151
 FF1151                         *CURRENT SURVEY CONTROL
 FF1151  ______________________________________________________________________
 FF1151* NAD 83(1986) POSITION- 35 34 29.     (N) 091 03 23.     (W)   SCALED
 FF1151* NAVD 88 ORTHO HEIGHT -    68.368 (meters)      224.30  (feet) ADJUSTED
 FF1151  ______________________________________________________________________
 FF1151  GEOID HEIGHT    -        -27.537 (meters)                     GEOID18
 FF1151  DYNAMIC HEIGHT  -         68.309 (meters)      224.11  (feet) COMP
 FF1151  MODELED GRAVITY -    979,765.7   (mgal)                       NAVD 88
 FF1151
 FF1151  VERT ORDER      -  SECOND    CLASS 0
 FF1151
 FF1151.The horizontal coordinates were scaled from a map and have
 FF1151.an estimated accuracy of +/- 6 seconds.
 FF1151
 FF1151.The orthometric height was determined by differential leveling and
 FF1151.adjusted by the NATIONAL GEODETIC SURVEY
 FF1151.in June 1991.
 FF1151
 FF1151.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1151.GEOID18 height accuracy estimate available here.
 FF1151
 FF1151.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV761385(NAD 83)
 FF1151
 FF1151                          SUPERSEDED SURVEY CONTROL
 FF1151
 FF1151  NGVD 29 (11/26/84)   68.300  (m)          224.08   (f) ADJUSTED    2 0
 FF1151
 FF1151.Superseded values are not recommended for survey control.
 FF1151
 FF1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1151.See file dsdata.pdf to determine how the superseded data were derived.
 FF1151
 FF1151_MARKER: DB = BENCH MARK DISK
 FF1151_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF1151_STAMPING: F 75 1934
 FF1151_MARK LOGO: CGS
 FF1151_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0782 ***********************************************************************
 FF0782  DESIGNATION -  F 76
 FF0782  PID         -  FF0782
 FF0782  STATE/COUNTY-  AR/POINSETT
 FF0782  COUNTRY     -  US
 FF0782  USGS QUAD   -  GREENFIELD (2017)
 FF0782
 FF0782                         *CURRENT SURVEY CONTROL
 FF0782  ______________________________________________________________________
 FF0782* NAD 83(1986) POSITION- 35 41 03.     (N) 090 41 57.     (W)   SCALED
 FF0782* NAVD 88 ORTHO HEIGHT -    75.758 (meters)      248.55  (feet) ADJUSTED
 FF0782  ______________________________________________________________________
 FF0782  GEOID HEIGHT    -        -27.733 (meters)                     GEOID18
 FF0782  DYNAMIC HEIGHT  -         75.692 (meters)      248.33  (feet) COMP
 FF0782  MODELED GRAVITY -    979,768.6   (mgal)                       NAVD 88
 FF0782
 FF0782  VERT ORDER      -  FIRST     CLASS II
 FF0782
 FF0782.The horizontal coordinates were scaled from a map and have
 FF0782.an estimated accuracy of +/- 6 seconds.
 FF0782
 FF0782.The orthometric height was determined by differential leveling and
 FF0782.adjusted by the NATIONAL GEODETIC SURVEY
 FF0782.in June 1991.
 FF0782
 FF0782.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0782.GEOID18 height accuracy estimate available here.
 FF0782
 FF0782.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV082513(NAD 83)
 FF0782
 FF0782                          SUPERSEDED SURVEY CONTROL
 FF0782
 FF0782  NGVD 29 (11/26/84)   75.689  (m)          248.32   (f) ADJUSTED    1 2
 FF0782
 FF0782.Superseded values are not recommended for survey control.
 FF0782
 FF0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0782.See file dsdata.pdf to determine how the superseded data were derived.
 FF0782
 FF0782_MARKER: DB = BENCH MARK DISK
 FF0782_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF0782_STAMPING: F 76 1934
 FF0782_MARK LOGO: CGS
 FF0782_PROJECTION: PROJECTING 18 CENTIMETERS
 FF0782_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1795 ***********************************************************************
 EH1795  DESIGNATION -  F 77
 EH1795  PID         -  EH1795
 EH1795  STATE/COUNTY-  AR/JEFFERSON
 EH1795  COUNTRY     -  US
 EH1795  USGS QUAD   -  PINEBERGEN (2017)
 EH1795
 EH1795                         *CURRENT SURVEY CONTROL
 EH1795  ______________________________________________________________________
 EH1795* NAD 83(1986) POSITION- 34 07 22.     (N) 091 52 58.     (W)   SCALED
 EH1795* NAVD 88 ORTHO HEIGHT -    61.122 (meters)      200.53  (feet) ADJUSTED
 EH1795  ______________________________________________________________________
 EH1795  GEOID HEIGHT    -        -25.860 (meters)                     GEOID18
 EH1795  DYNAMIC HEIGHT  -         61.063 (meters)      200.34  (feet) COMP
 EH1795  MODELED GRAVITY -    979,673.1   (mgal)                       NAVD 88
 EH1795
 EH1795  VERT ORDER      -  SECOND    CLASS 0
 EH1795
 EH1795.The horizontal coordinates were scaled from a map and have
 EH1795.an estimated accuracy of +/- 6 seconds.
 EH1795
 EH1795.The orthometric height was determined by differential leveling and
 EH1795.adjusted by the NATIONAL GEODETIC SURVEY
 EH1795.in June 1991.
 EH1795
 EH1795.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1795.GEOID18 height accuracy estimate available here.
 EH1795
 EH1795.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT030763(NAD 83)
 EH1795
 EH1795                          SUPERSEDED SURVEY CONTROL
 EH1795
 EH1795  NGVD 29 (11/26/84)   61.216  (m)          200.84   (f) ADJUSTED    2 0
 EH1795
 EH1795.Superseded values are not recommended for survey control.
 EH1795
 EH1795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1795.See file dsdata.pdf to determine how the superseded data were derived.
 EH1795
 EH1795_MARKER: DB = BENCH MARK DISK
 EH1795_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EH1795_STAMPING: F 77 1935
 EH1795_MARK LOGO: CGS
 EH1795_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0939 ***********************************************************************
 EJ0939  DESIGNATION -  F 78
 EJ0939  PID         -  EJ0939
 EJ0939  STATE/COUNTY-  AR/SALINE
 EJ0939  COUNTRY     -  US
 EJ0939  USGS QUAD   -  HASKELL (2017)
 EJ0939
 EJ0939                         *CURRENT SURVEY CONTROL
 EJ0939  ______________________________________________________________________
 EJ0939* NAD 83(1986) POSITION- 34 35 58.     (N) 092 44 45.     (W)   SCALED
 EJ0939* NAVD 88 ORTHO HEIGHT -   117.043 (meters)      384.00  (feet) ADJUSTED
 EJ0939  ______________________________________________________________________
 EJ0939  GEOID HEIGHT    -        -26.784 (meters)                     GEOID18
 EJ0939  DYNAMIC HEIGHT  -        116.931 (meters)      383.63  (feet) COMP
 EJ0939  MODELED GRAVITY -    979,680.9   (mgal)                       NAVD 88
 EJ0939
 EJ0939  VERT ORDER      -  SECOND    CLASS 0
 EJ0939
 EJ0939.The horizontal coordinates were scaled from a map and have
 EJ0939.an estimated accuracy of +/- 6 seconds.
 EJ0939
 EJ0939.The orthometric height was determined by differential leveling and
 EJ0939.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0939.in June 1991.
 EJ0939
 EJ0939.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0939.GEOID18 height accuracy estimate available here.
 EJ0939
 EJ0939.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU233286(NAD 83)
 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
 EJ0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0939.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0939
 EJ0939_MARKER: DB = BENCH MARK DISK
 EJ0939_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0939_STAMPING: F 78 1935
 EJ0939_MARK LOGO: CGS
 EJ0939_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0939
 EJ0939  HISTORY     - Date     Condition        Report By
 EJ0939  HISTORY     - 1935     MONUMENTED       CGS
 EJ0939  HISTORY     - 1935     GOOD             CGS
 EJ0939  HISTORY     - 20100112 GOOD             ARHD
 EJ0939  HISTORY     - 20140213 MARK NOT FOUND   ARHD
 EJ0939
 EJ0939                          STATION DESCRIPTION
 EJ0939
 EJ0939'DESCRIBED BY COAST AND 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.
 EJ0939
 EJ0939                          STATION RECOVERY (2010)
 EJ0939
 EJ0939'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2010 (VJB)
 EJ0939'TALL HICKORY 25' E
 EJ0939'TALL OAK 50' SE
 EJ0939
 EJ0939                          STATION RECOVERY (2014)
 EJ0939
 EJ0939'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (BAB)
 EJ0939'LAND OWNER SAID IT WAS KNOCKED OUT BY LAWNMOWER.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0659 ***********************************************************************
 EJ0659  DESIGNATION -  F 79
 EJ0659  PID         -  EJ0659
 EJ0659  STATE/COUNTY-  AR/HOT SPRING
 EJ0659  COUNTRY     -  US
 EJ0659  USGS QUAD   -  TRASKWOOD (2017)
 EJ0659
 EJ0659                         *CURRENT SURVEY CONTROL
 EJ0659  ______________________________________________________________________
 EJ0659* NAD 83(1986) POSITION- 34 24 16.     (N) 092 42 22.     (W)   SCALED
 EJ0659* NAVD 88 ORTHO HEIGHT -    79.238 (meters)      259.97  (feet) ADJUSTED
 EJ0659  ______________________________________________________________________
 EJ0659  GEOID HEIGHT    -        -26.377 (meters)                     GEOID18
 EJ0659  DYNAMIC HEIGHT  -         79.162 (meters)      259.72  (feet) COMP
 EJ0659  MODELED GRAVITY -    979,676.7   (mgal)                       NAVD 88
 EJ0659
 EJ0659  VERT ORDER      -  SECOND    CLASS 0
 EJ0659
 EJ0659.The horizontal coordinates were scaled from a map and have
 EJ0659.an estimated accuracy of +/- 6 seconds.
 EJ0659
 EJ0659.The orthometric height was determined by differential leveling and
 EJ0659.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0659.in June 1991.
 EJ0659
 EJ0659.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0659.GEOID18 height accuracy estimate available here.
 EJ0659
 EJ0659.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU270070(NAD 83)
 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
 EJ0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0659.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0659
 EJ0659_MARKER: DB = BENCH MARK DISK
 EJ0659_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0659_STAMPING: F 79 1935
 EJ0659_MARK LOGO: CGS
 EJ0659_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0659
 EJ0659  HISTORY     - Date     Condition        Report By
 EJ0659  HISTORY     - 1935     MONUMENTED       CGS
 EJ0659
 EJ0659                          STATION DESCRIPTION
 EJ0659
 EJ0659'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0574 ***********************************************************************
 EJ0574  DESIGNATION -  F 80
 EJ0574  PID         -  EJ0574
 EJ0574  STATE/COUNTY-  AR/GRANT
 EJ0574  COUNTRY     -  US
 EJ0574  USGS QUAD   -  SHERIDAN (2017)
 EJ0574
 EJ0574                         *CURRENT SURVEY CONTROL
 EJ0574  ______________________________________________________________________
 EJ0574* NAD 83(1986) POSITION- 34 18 23.     (N) 092 23 34.     (W)   SCALED
 EJ0574* NAVD 88 ORTHO HEIGHT -    73.232 (meters)      240.26  (feet) ADJUSTED
 EJ0574  ______________________________________________________________________
 EJ0574  GEOID HEIGHT    -        -26.053 (meters)                     GEOID18
 EJ0574  DYNAMIC HEIGHT  -         73.161 (meters)      240.03  (feet) COMP
 EJ0574  MODELED GRAVITY -    979,676.5   (mgal)                       NAVD 88
 EJ0574
 EJ0574  VERT ORDER      -  SECOND    CLASS 0
 EJ0574
 EJ0574.The horizontal coordinates were scaled from a map and have
 EJ0574.an estimated accuracy of +/- 6 seconds.
 EJ0574
 EJ0574.The orthometric height was determined by differential leveling and
 EJ0574.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0574.in June 1991.
 EJ0574
 EJ0574.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0574.GEOID18 height accuracy estimate available here.
 EJ0574
 EJ0574.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT558962(NAD 83)
 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
 EJ0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0574.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0574
 EJ0574_MARKER: DD = SURVEY DISK
 EJ0574_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0574_STAMPING: F 80 1935
 EJ0574_MARK LOGO: CGS
 EJ0574_PROJECTION: FLUSH
 EJ0574_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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'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 DEPARTMENT OF TRANSPORTATION 2005 (MSK)
 EJ0574'MARK NOT FOUND
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0696 ***********************************************************************
 EJ0696  DESIGNATION -  F 81
 EJ0696  PID         -  EJ0696
 EJ0696  STATE/COUNTY-  AR/GRANT
 EJ0696  COUNTRY     -  US
 EJ0696  USGS QUAD   -  LEOLA (2017)
 EJ0696
 EJ0696                         *CURRENT SURVEY CONTROL
 EJ0696  ______________________________________________________________________
 EJ0696* NAD 83(1986) POSITION- 34 12 48.     (N) 092 36 11.     (W)   SCALED
 EJ0696* NAVD 88 ORTHO HEIGHT -    65.453 (meters)      214.74  (feet) ADJUSTED
 EJ0696  ______________________________________________________________________
 EJ0696  GEOID HEIGHT    -        -26.241 (meters)                     GEOID18
 EJ0696  DYNAMIC HEIGHT  -         65.389 (meters)      214.53  (feet) COMP
 EJ0696  MODELED GRAVITY -    979,657.6   (mgal)                       NAVD 88
 EJ0696
 EJ0696  VERT ORDER      -  SECOND    CLASS 0
 EJ0696
 EJ0696.The horizontal coordinates were scaled from a map and have
 EJ0696.an estimated accuracy of +/- 6 seconds.
 EJ0696
 EJ0696.The orthometric height was determined by differential leveling and
 EJ0696.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0696.in June 1991.
 EJ0696
 EJ0696.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0696.GEOID18 height accuracy estimate available here.
 EJ0696
 EJ0696.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT365858(NAD 83)
 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
 EJ0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0696.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0696
 EJ0696_MARKER: DB = BENCH MARK DISK
 EJ0696_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0696_STAMPING: F 81 1935
 EJ0696_MARK LOGO: CGS
 EJ0696_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1029 ***********************************************************************
 EH1029  DESIGNATION -  F 82
 EH1029  PID         -  EH1029
 EH1029  STATE/COUNTY-  AR/ST FRANCIS
 EH1029  COUNTRY     -  US
 EH1029  USGS QUAD   -  HAYNES (2017)
 EH1029
 EH1029                         *CURRENT SURVEY CONTROL
 EH1029  ______________________________________________________________________
 EH1029* NAD 83(1986) POSITION- 34 55 12.     (N) 090 47 28.     (W)   SCALED
 EH1029* NAVD 88 ORTHO HEIGHT -    67.393 (meters)      221.11  (feet) ADJUSTED
 EH1029  ______________________________________________________________________
 EH1029  GEOID HEIGHT    -        -26.845 (meters)                     GEOID18
 EH1029  DYNAMIC HEIGHT  -         67.332 (meters)      220.91  (feet) COMP
 EH1029  MODELED GRAVITY -    979,720.0   (mgal)                       NAVD 88
 EH1029
 EH1029  VERT ORDER      -  SECOND    CLASS 0
 EH1029
 EH1029.The horizontal coordinates were scaled from a map and have
 EH1029.an estimated accuracy of +/- 6 seconds.
 EH1029
 EH1029.The orthometric height was determined by differential leveling and
 EH1029.adjusted by the NATIONAL GEODETIC SURVEY
 EH1029.in June 1991.
 EH1029
 EH1029.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1029.GEOID18 height accuracy estimate available here.
 EH1029
 EH1029.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU017663(NAD 83)
 EH1029
 EH1029                          SUPERSEDED SURVEY CONTROL
 EH1029
 EH1029  NGVD 29 (11/26/84)   67.386  (m)          221.08   (f) ADJUSTED    2 0
 EH1029
 EH1029.Superseded values are not recommended for survey control.
 EH1029
 EH1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1029.See file dsdata.pdf to determine how the superseded data were derived.
 EH1029
 EH1029_MARKER: DB = BENCH MARK DISK
 EH1029_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EH1029_STAMPING: F 82 1935
 EH1029_MARK LOGO: CGS
 EH1029_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 DK1426 ***********************************************************************
 DK1426  DESIGNATION -  F 83
 DK1426  PID         -  DK1426
 DK1426  STATE/COUNTY-  AR/DREW
 DK1426  COUNTRY     -  US
 DK1426  USGS QUAD   -  MONTICELLO NORTH (2017)
 DK1426
 DK1426                         *CURRENT SURVEY CONTROL
 DK1426  ______________________________________________________________________
 DK1426* NAD 83(1986) POSITION- 33 37 46.     (N) 091 48 37.     (W)   SCALED
 DK1426* NAVD 88 ORTHO HEIGHT -    70.454 (meters)      231.15  (feet) ADJUSTED
 DK1426  ______________________________________________________________________
 DK1426  GEOID HEIGHT    -        -25.748 (meters)                     GEOID18
 DK1426  DYNAMIC HEIGHT  -         70.381 (meters)      230.91  (feet) COMP
 DK1426  MODELED GRAVITY -    979,612.4   (mgal)                       NAVD 88
 DK1426
 DK1426  VERT ORDER      -  SECOND    CLASS 0
 DK1426
 DK1426.The horizontal coordinates were scaled from a map and have
 DK1426.an estimated accuracy of +/- 6 seconds.
 DK1426
 DK1426.The orthometric height was determined by differential leveling and
 DK1426.adjusted by the NATIONAL GEODETIC SURVEY
 DK1426.in June 1991.
 DK1426
 DK1426.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1426.GEOID18 height accuracy estimate available here.
 DK1426
 DK1426.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT103217(NAD 83)
 DK1426
 DK1426                          SUPERSEDED SURVEY CONTROL
 DK1426
 DK1426  NGVD 29 (11/26/84)   70.556  (m)          231.48   (f) ADJUSTED    2 0
 DK1426
 DK1426.Superseded values are not recommended for survey control.
 DK1426
 DK1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1426.See file dsdata.pdf to determine how the superseded data were derived.
 DK1426
 DK1426_MARKER: DB = BENCH MARK DISK
 DK1426_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DK1426_STAMPING: F 83 1935
 DK1426_MARK LOGO: CGS
 DK1426_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0358 ***********************************************************************
 EJ0358  DESIGNATION -  F 84
 EJ0358  PID         -  EJ0358
 EJ0358  STATE/COUNTY-  AR/PULASKI
 EJ0358  COUNTRY     -  US
 EJ0358  USGS QUAD   -  LITTLE ROCK (2017)
 EJ0358
 EJ0358                         *CURRENT SURVEY CONTROL
 EJ0358  ______________________________________________________________________
 EJ0358* NAD 83(1986) POSITION- 34 37 31.     (N) 092 18 48.     (W)   SCALED
 EJ0358* NAVD 88 ORTHO HEIGHT -   131.077 (meters)      430.04  (feet) ADJUSTED
 EJ0358  ______________________________________________________________________
 EJ0358  GEOID HEIGHT    -        -26.430 (meters)                     GEOID18
 EJ0358  DYNAMIC HEIGHT  -        130.953 (meters)      429.64  (feet) COMP
 EJ0358  MODELED GRAVITY -    979,690.6   (mgal)                       NAVD 88
 EJ0358
 EJ0358  VERT ORDER      -  SECOND    CLASS 0
 EJ0358
 EJ0358.The horizontal coordinates were scaled from a map and have
 EJ0358.an estimated accuracy of +/- 6 seconds.
 EJ0358
 EJ0358.The orthometric height was determined by differential leveling and
 EJ0358.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0358.in June 1991.
 EJ0358
 EJ0358.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0358.GEOID18 height accuracy estimate available here.
 EJ0358
 EJ0358.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU629317(NAD 83)
 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
 EJ0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0358.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0358
 EJ0358_MARKER: DB = BENCH MARK DISK
 EJ0358_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0358_STAMPING: F 84 1935
 EJ0358_MARK LOGO: CGS
 EJ0358_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1408 ***********************************************************************
 FF1408  DESIGNATION -  F 85
 FF1408  PID         -  FF1408
 FF1408  STATE/COUNTY-  AR/WHITE
 FF1408  COUNTRY     -  US
 FF1408  USGS QUAD   -  WEST POINT (2017)
 FF1408
 FF1408                         *CURRENT SURVEY CONTROL
 FF1408  ______________________________________________________________________
 FF1408* NAD 83(1986) POSITION- 35 09 47.     (N) 091 31 19.     (W)   SCALED
 FF1408* NAVD 88 ORTHO HEIGHT -    58.932 (meters)      193.35  (feet) ADJUSTED
 FF1408  ______________________________________________________________________
 FF1408  GEOID HEIGHT    -        -27.365 (meters)                     GEOID18
 FF1408  DYNAMIC HEIGHT  -         58.878 (meters)      193.17  (feet) COMP
 FF1408  MODELED GRAVITY -    979,724.8   (mgal)                       NAVD 88
 FF1408
 FF1408  VERT ORDER      -  SECOND    CLASS 0
 FF1408
 FF1408.The horizontal coordinates were scaled from a map and have
 FF1408.an estimated accuracy of +/- 6 seconds.
 FF1408
 FF1408.The orthometric height was determined by differential leveling and
 FF1408.adjusted by the NATIONAL GEODETIC SURVEY
 FF1408.in June 1991.
 FF1408
 FF1408.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1408.GEOID18 height accuracy estimate available here.
 FF1408
 FF1408.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU346921(NAD 83)
 FF1408
 FF1408                          SUPERSEDED SURVEY CONTROL
 FF1408
 FF1408  NGVD 29 (11/26/84)   58.896  (m)          193.23   (f) ADJUSTED    2 0
 FF1408
 FF1408.Superseded values are not recommended for survey control.
 FF1408
 FF1408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1408.See file dsdata.pdf to determine how the superseded data were derived.
 FF1408
 FF1408_MARKER: DB = BENCH MARK DISK
 FF1408_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF1408_STAMPING: F 85 1935
 FF1408_MARK LOGO: CGS
 FF1408_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0168 ***********************************************************************
 FF0168  DESIGNATION -  F 86
 FF0168  PID         -  FF0168
 FF0168  STATE/COUNTY-  AR/CRITTENDEN
 FF0168  COUNTRY     -  US
 FF0168  USGS QUAD   -  EARLE (2017)
 FF0168
 FF0168                         *CURRENT SURVEY CONTROL
 FF0168  ______________________________________________________________________
 FF0168* NAD 83(1986) POSITION- 35 16 15.     (N) 090 27 54.     (W)   SCALED
 FF0168* NAVD 88 ORTHO HEIGHT -    66.977 (meters)      219.74  (feet) POSTED
 FF0168  ______________________________________________________________________
 FF0168  GEOID HEIGHT    -        -27.335 (meters)                     GEOID18
 FF0168  DYNAMIC HEIGHT  -         66.92  (meters)      219.6   (feet) COMP
 FF0168  MODELED GRAVITY -    979,743.7   (mgal)                       NAVD 88
 FF0168
 FF0168  VERT ORDER      -  * POSTED, SEE BELOW
 FF0168
 FF0168.The horizontal coordinates were scaled from a 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
 FF0168.* This is a POSTED BENCH MARK height.
 FF0168
 FF0168.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0168.GEOID18 height accuracy estimate available here.
 FF0168
 FF0168.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV305060(NAD 83)
 FF0168
 FF0168                          SUPERSEDED SURVEY CONTROL
 FF0168
 FF0168  NGVD 29 (11/26/84)   66.972  (m)          219.72   (f) ADJUSTED    2 0
 FF0168
 FF0168.Superseded values are not recommended for survey control.
 FF0168
 FF0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0168.See file dsdata.pdf to determine how the superseded data were derived.
 FF0168
 FF0168_MARKER: DB = BENCH MARK DISK
 FF0168_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF0168_SP_SET: BUILDING
 FF0168_STAMPING: F 86 1935
 FF0168_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1270 ***********************************************************************
 EH1270  DESIGNATION -  F 87
 EH1270  PID         -  EH1270
 EH1270  STATE/COUNTY-  AR/PRAIRIE
 EH1270  COUNTRY     -  US
 EH1270  USGS QUAD   -  DES ARC EAST (2017)
 EH1270
 EH1270                         *CURRENT SURVEY CONTROL
 EH1270  ______________________________________________________________________
 EH1270* NAD 83(1986) POSITION- 34 58 39.9    (N) 091 29 48.5    (W)   HD_HELD2
 EH1270* NAVD 88 ORTHO HEIGHT -    61.838 (meters)      202.88  (feet) ADJUSTED
 EH1270  ______________________________________________________________________
 EH1270  GEOID HEIGHT    -        -27.186 (meters)                     GEOID18
 EH1270  DYNAMIC HEIGHT  -         61.781 (meters)      202.69  (feet) COMP
 EH1270  MODELED GRAVITY -    979,711.3   (mgal)                       NAVD 88
 EH1270
 EH1270  VERT ORDER      -  FIRST     CLASS II
 EH1270
 EH1270.The horizontal coordinates were established by autonomous hand held GPS
 EH1270.observations and have an estimated accuracy of +/- 10 meters.
 EH1270
 EH1270.The orthometric height was determined by differential leveling and
 EH1270.adjusted by the NATIONAL GEODETIC SURVEY
 EH1270.in June 1991.
 EH1270
 EH1270.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1270.GEOID18 height accuracy estimate available here.
 EH1270
 EH1270.Click photographs - Photos may exist for this station.
 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     -   656,455.      445,950.      MT  (+/- 10 meters HH2 GPS)
 EH1270
 EH1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU3721171607(NAD 83)
 EH1270
 EH1270                          SUPERSEDED SURVEY CONTROL
 EH1270
 EH1270  NGVD 29 (11/26/84)   61.833  (m)          202.86   (f) ADJUSTED    1 2
 EH1270
 EH1270.Superseded values are not recommended for survey control.
 EH1270
 EH1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1270.See file dsdata.pdf to determine how the superseded data were derived.
 EH1270
 EH1270_MARKER: DB = BENCH MARK DISK
 EH1270_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH1270_SP_SET: FOUNDATION
 EH1270_STAMPING: F 87 1935
 EH1270_MARK LOGO: CGS
 EH1270_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH1270_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1270+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2014
 EH1270
 EH1270  HISTORY     - Date     Condition        Report By
 EH1270  HISTORY     - 1935     MONUMENTED       CGS
 EH1270  HISTORY     - 1954     GOOD             CGS
 EH1270  HISTORY     - 20030424 GOOD             USACE
 EH1270  HISTORY     - 20140514 GOOD             ARHD
 EH1270
 EH1270                          STATION DESCRIPTION
 EH1270
 EH1270'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 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.
 EH1270
 EH1270                          STATION RECOVERY (2014)
 EH1270
 EH1270'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (JDH)
 EH1270'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EK0249 ***********************************************************************
 EK0249  DESIGNATION -  F 88
 EK0249  PID         -  EK0249
 EK0249  STATE/COUNTY-  AR/SEVIER
 EK0249  COUNTRY     -  US
 EK0249  USGS QUAD   -  GENEVA (2017)
 EK0249
 EK0249                         *CURRENT SURVEY CONTROL
 EK0249  ______________________________________________________________________
 EK0249* NAD 83(1986) POSITION- 34 05 25.     (N) 094 08 12.     (W)   SCALED
 EK0249* NAVD 88 ORTHO HEIGHT -   143.618 (meters)      471.19  (feet) ADJUSTED
 EK0249  ______________________________________________________________________
 EK0249  GEOID HEIGHT    -        -27.836 (meters)                     GEOID18
 EK0249  DYNAMIC HEIGHT  -        143.471 (meters)      470.70  (feet) COMP
 EK0249  MODELED GRAVITY -    979,614.4   (mgal)                       NAVD 88
 EK0249
 EK0249  VERT ORDER      -  SECOND    CLASS 0
 EK0249
 EK0249.The horizontal coordinates were scaled from a map and have
 EK0249.an estimated accuracy of +/- 6 seconds.
 EK0249
 EK0249.The orthometric height was determined by differential leveling and
 EK0249.adjusted by the NATIONAL GEODETIC SURVEY
 EK0249.in June 1991.
 EK0249
 EK0249.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0249.GEOID18 height accuracy estimate available here.
 EK0249
 EK0249.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT951727(NAD 83)
 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
 EK0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0249.See file dsdata.pdf to determine how the superseded data were derived.
 EK0249
 EK0249_MARKER: DB = BENCH MARK DISK
 EK0249_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EK0249_STAMPING: F 88 1935
 EK0249_MARK LOGO: CGS
 EK0249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0249
 EK0249  HISTORY     - Date     Condition        Report By
 EK0249  HISTORY     - 1935     MONUMENTED       CGS
 EK0249  HISTORY     - 1962     MARK NOT FOUND   CGS
 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 COAST AND GEODETIC SURVEY 1962
 EK0249'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1446 ***********************************************************************
 EJ1446  DESIGNATION -  F 89
 EJ1446  PID         -  EJ1446
 EJ1446  STATE/COUNTY-  AR/PIKE
 EJ1446  COUNTRY     -  US
 EJ1446  USGS QUAD   -  ATHENS (2017)
 EJ1446
 EJ1446                         *CURRENT SURVEY CONTROL
 EJ1446  ______________________________________________________________________
 EJ1446* NAD 83(1986) POSITION- 34 16 02.     (N) 093 53 33.     (W)   SCALED
 EJ1446* NAVD 88 ORTHO HEIGHT -   262.926 (meters)      862.62  (feet) ADJUSTED
 EJ1446  ______________________________________________________________________
 EJ1446  GEOID HEIGHT    -        -27.951 (meters)                     GEOID18
 EJ1446  DYNAMIC HEIGHT  -        262.658 (meters)      861.74  (feet) COMP
 EJ1446  MODELED GRAVITY -    979,608.1   (mgal)                       NAVD 88
 EJ1446
 EJ1446  VERT ORDER      -  SECOND    CLASS 0
 EJ1446
 EJ1446.The horizontal coordinates were scaled from a map and have
 EJ1446.an estimated accuracy of +/- 6 seconds.
 EJ1446
 EJ1446.The orthometric height was determined by differential leveling and
 EJ1446.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1446.in June 1991.
 EJ1446
 EJ1446.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1446.GEOID18 height accuracy estimate available here.
 EJ1446
 EJ1446.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT178921(NAD 83)
 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
 EJ1446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1446.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1446
 EJ1446_MARKER: DB = BENCH MARK DISK
 EJ1446_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ1446_STAMPING: F 89 1935
 EJ1446_MARK LOGO: CGS
 EJ1446_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1446
 EJ1446  HISTORY     - Date     Condition        Report By
 EJ1446  HISTORY     - 1935     MONUMENTED       CGS
 EJ1446  HISTORY     - 1962     GOOD             CGS
 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FF0971 ***********************************************************************
 FF0971  DESIGNATION -  F 9
 FF0971  PID         -  FF0971
 FF0971  STATE/COUNTY-  AR/JACKSON
 FF0971  COUNTRY     -  US
 FF0971  USGS QUAD   -  TUCKERMAN (2017)
 FF0971
 FF0971                         *CURRENT SURVEY CONTROL
 FF0971  ______________________________________________________________________
 FF0971* NAD 83(1986) POSITION- 35 40 05.     (N) 091 14 27.     (W)   SCALED
 FF0971* NAVD 88 ORTHO HEIGHT -    70.992 (meters)      232.91  (feet) ADJUSTED
 FF0971  ______________________________________________________________________
 FF0971  GEOID HEIGHT    -        -27.618 (meters)                     GEOID18
 FF0971  DYNAMIC HEIGHT  -         70.930 (meters)      232.71  (feet) COMP
 FF0971  MODELED GRAVITY -    979,773.1   (mgal)                       NAVD 88
 FF0971
 FF0971  VERT ORDER      -  FIRST     CLASS II
 FF0971
 FF0971.The horizontal coordinates were scaled from a map and have
 FF0971.an estimated accuracy of +/- 6 seconds.
 FF0971
 FF0971.The orthometric height was determined by differential leveling and
 FF0971.adjusted by the NATIONAL GEODETIC SURVEY
 FF0971.in June 1991.
 FF0971
 FF0971.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0971.GEOID18 height accuracy estimate available here.
 FF0971
 FF0971.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV592485(NAD 83)
 FF0971
 FF0971                          SUPERSEDED SURVEY CONTROL
 FF0971
 FF0971  NGVD 29 (11/26/84)   70.924  (m)          232.69   (f) ADJUSTED    1 2
 FF0971
 FF0971.Superseded values are not recommended for survey control.
 FF0971
 FF0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0971.See file dsdata.pdf to determine how the superseded data were derived.
 FF0971
 FF0971_MARKER: DB = BENCH MARK DISK
 FF0971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0971_STAMPING: 232.690 F 9 1931
 FF0971_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 DK1451 ***********************************************************************
 DK1451  DESIGNATION -  F 90
 DK1451  PID         -  DK1451
 DK1451  STATE/COUNTY-  AR/LINCOLN
 DK1451  COUNTRY     -  US
 DK1451  USGS QUAD   -  STAR CITY (2017)
 DK1451
 DK1451                         *CURRENT SURVEY CONTROL
 DK1451  ______________________________________________________________________
 DK1451* NAD 83(1986) POSITION- 33 57 39.     (N) 091 47 02.     (W)   SCALED
 DK1451* NAVD 88 ORTHO HEIGHT -    54.988 (meters)      180.41  (feet) ADJUSTED
 DK1451  ______________________________________________________________________
 DK1451  GEOID HEIGHT    -        -25.862 (meters)                     GEOID18
 DK1451  DYNAMIC HEIGHT  -         54.933 (meters)      180.23  (feet) COMP
 DK1451  MODELED GRAVITY -    979,639.2   (mgal)                       NAVD 88
 DK1451
 DK1451  VERT ORDER      -  SECOND    CLASS 0
 DK1451
 DK1451.The horizontal coordinates were scaled from a map and have
 DK1451.an estimated accuracy of +/- 6 seconds.
 DK1451
 DK1451.The orthometric height was determined by differential leveling and
 DK1451.adjusted by the NATIONAL GEODETIC SURVEY
 DK1451.in June 1991.
 DK1451
 DK1451.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1451.GEOID18 height accuracy estimate available here.
 DK1451
 DK1451.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT123584(NAD 83)
 DK1451
 DK1451                          SUPERSEDED SURVEY CONTROL
 DK1451
 DK1451  NGVD 29 (11/26/84)   55.077  (m)          180.70   (f) ADJUSTED    2 0
 DK1451
 DK1451.Superseded values are not recommended for survey control.
 DK1451
 DK1451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1451.See file dsdata.pdf to determine how the superseded data were derived.
 DK1451
 DK1451_MARKER: DB = BENCH MARK DISK
 DK1451_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DK1451_STAMPING: F 90 1935
 DK1451_MARK LOGO: CGS
 DK1451_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1451
 DK1451  HISTORY     - Date     Condition        Report By
 DK1451  HISTORY     - 1935     MONUMENTED       CGS
 DK1451  HISTORY     - 1963     MARK NOT FOUND   USGS
 DK1451  HISTORY     - 20100323 MARK NOT FOUND   ARHD
 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  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.
 DK1451
 DK1451                          STATION RECOVERY (2010)
 DK1451
 DK1451'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2010 (ST)
 DK1451'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0164 ***********************************************************************
 DL0164  DESIGNATION -  F 92
 DL0164  PID         -  DL0164
 DL0164  STATE/COUNTY-  AR/BRADLEY
 DL0164  COUNTRY     -  US
 DL0164  USGS QUAD   -  VICK (2017)
 DL0164
 DL0164                         *CURRENT SURVEY CONTROL
 DL0164  ______________________________________________________________________
 DL0164* NAD 83(1986) POSITION- 33 19 46.     (N) 092 06 24.     (W)   SCALED
 DL0164* NAVD 88 ORTHO HEIGHT -    45.576 (meters)      149.53  (feet) ADJUSTED
 DL0164  ______________________________________________________________________
 DL0164  GEOID HEIGHT    -        -25.962 (meters)                     GEOID18
 DL0164  DYNAMIC HEIGHT  -         45.528 (meters)      149.37  (feet) COMP
 DL0164  MODELED GRAVITY -    979,584.6   (mgal)                       NAVD 88
 DL0164
 DL0164  VERT ORDER      -  SECOND    CLASS 0
 DL0164
 DL0164.The horizontal coordinates were scaled from a map and have
 DL0164.an estimated accuracy of +/- 6 seconds.
 DL0164
 DL0164.The orthometric height was determined by differential leveling and
 DL0164.adjusted by the NATIONAL GEODETIC SURVEY
 DL0164.in June 1991.
 DL0164
 DL0164.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0164.GEOID18 height accuracy estimate available here.
 DL0164
 DL0164.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS831881(NAD 83)
 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
 DL0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0164.See file dsdata.pdf to determine how the superseded data were derived.
 DL0164
 DL0164_MARKER: DD = SURVEY DISK
 DL0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0164_STAMPING: F 92 1935
 DL0164_MARK LOGO: CGS
 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  HISTORY     - 20130619 MARK NOT FOUND   ARHD
 DL0164
 DL0164                          STATION DESCRIPTION
 DL0164
 DL0164'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 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.
 DL0164
 DL0164                          STATION RECOVERY (2013)
 DL0164
 DL0164'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (JDH)
 DL0164'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1398 ***********************************************************************
 FG1398  DESIGNATION -  F 93
 FG1398  PID         -  FG1398
 FG1398  STATE/COUNTY-  AR/MADISON
 FG1398  COUNTRY     -  US
 FG1398  USGS QUAD   -  SAINT PAUL (2017)
 FG1398
 FG1398                         *CURRENT SURVEY CONTROL
 FG1398  ______________________________________________________________________
 FG1398* NAD 83(1997) POSITION- 35 46 37.21693(N) 093 47 46.85142(W)   ADJUSTED
 FG1398* NAD 83(1997) ELLIP HT-   473.970 (meters)        (09/24/01)   ADJUSTED
 FG1398* NAVD 88 ORTHO HEIGHT -   502.034 (meters)     1647.09  (feet) ADJUSTED
 FG1398  ______________________________________________________________________
 FG1398  GEOID HEIGHT    -        -28.156 (meters)                     GEOID18
 FG1398  NAD 83(1997) X  -   -343,028.107 (meters)                     COMP
 FG1398  NAD 83(1997) Y  - -5,169,519.346 (meters)                     COMP
 FG1398  NAD 83(1997) Z  -  3,708,423.117 (meters)                     COMP
 FG1398  LAPLACE CORR    -         -0.18  (seconds)                    DEFLEC18
 FG1398  DYNAMIC HEIGHT  -        501.553 (meters)     1645.51  (feet) COMP
 FG1398  MODELED GRAVITY -    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 and
 FG1398.adjusted by the NATIONAL GEODETIC SURVEY
 FG1398.in June 1991.
 FG1398
 FG1398.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1398.GEOID18 height accuracy estimate available here.
 FG1398
 FG1398.Click photographs - Photos may exist for this station.
 FG1398
 FG1398.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FG1398
 FG1398.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1398
 FG1398.The ellipsoidal height was determined by GPS observations
 FG1398.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV2802459507(NAD 83)
 FG1398
 FG1398                          SUPERSEDED SURVEY CONTROL
 FG1398
 FG1398  ELLIP H (09/14/99)  473.972  (m)                       GP(       ) 4 1
 FG1398  NAD 83(1993)-  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             502.03   (m)         1647.1    (f) LEVELING    3  
 FG1398  NGVD 29 (??/??/92)  501.909  (m)         1646.68   (f) ADJ UNCH    2 0
 FG1398  NGVD 29             501.91   (m)         1646.7    (f) LEVELING    3  
 FG1398
 FG1398.Superseded values are not recommended for survey control.
 FG1398
 FG1398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1398.See file dsdata.pdf to determine how the superseded data were derived.
 FG1398
 FG1398_MARKER: DB = BENCH MARK DISK
 FG1398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 - July 17, 2014
 FG1398
 FG1398  HISTORY     - Date     Condition        Report By
 FG1398  HISTORY     - 1935     MONUMENTED       CGS
 FG1398  HISTORY     - 1959     GOOD             CGS
 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     - 20140717 GOOD             ARHD
 FG1398
 FG1398                          STATION DESCRIPTION
 FG1398
 FG1398'DESCRIBED BY COAST AND 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 (2014)
 FG1398
 FG1398'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (WDA)
 FG1398'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1408 ***********************************************************************
 FG1408  DESIGNATION -  F 94
 FG1408  PID         -  FG1408
 FG1408  STATE/COUNTY-  AR/JOHNSON
 FG1408  COUNTRY     -  US
 FG1408  USGS QUAD   -  HUNT (2017)
 FG1408
 FG1408                         *CURRENT SURVEY CONTROL
 FG1408  ______________________________________________________________________
 FG1408* NAD 83(1986) POSITION- 35 31 41.     (N) 093 39 33.     (W)   SCALED
 FG1408* NAVD 88 ORTHO HEIGHT -   189.732 (meters)      622.48  (feet) ADJUSTED
 FG1408  ______________________________________________________________________
 FG1408  GEOID HEIGHT    -        -28.995 (meters)                     GEOID18
 FG1408  DYNAMIC HEIGHT  -        189.555 (meters)      621.90  (feet) COMP
 FG1408  MODELED GRAVITY -    979,699.8   (mgal)                       NAVD 88
 FG1408
 FG1408  VERT ORDER      -  SECOND    CLASS 0
 FG1408
 FG1408.The horizontal coordinates were scaled from a map and have
 FG1408.an estimated accuracy of +/- 6 seconds.
 FG1408
 FG1408.The orthometric height was determined by differential leveling and
 FG1408.adjusted by the NATIONAL GEODETIC SURVEY
 FG1408.in June 1991.
 FG1408
 FG1408.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1408.GEOID18 height accuracy estimate available here.
 FG1408
 FG1408.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV402318(NAD 83)
 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
 FG1408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1408.See file dsdata.pdf to determine how the superseded data were derived.
 FG1408
 FG1408_MARKER: DB = BENCH MARK DISK
 FG1408_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG1408_STAMPING: F 94 1935
 FG1408_MARK LOGO: CGS
 FG1408_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG1408
 FG1408  HISTORY     - Date     Condition        Report By
 FG1408  HISTORY     - 1935     MONUMENTED       CGS
 FG1408
 FG1408                          STATION DESCRIPTION
 FG1408
 FG1408'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1475 ***********************************************************************
 FG1475  DESIGNATION -  F 95
 FG1475  PID         -  FG1475
 FG1475  STATE/COUNTY-  AR/JOHNSON
 FG1475  COUNTRY     -  US
 FG1475  USGS QUAD   -  HARMONY (2017)
 FG1475
 FG1475                         *CURRENT SURVEY CONTROL
 FG1475  ______________________________________________________________________
 FG1475* NAD 83(1986) POSITION- 35 34 37.     (N) 093 34 53.     (W)   SCALED
 FG1475* NAVD 88 ORTHO HEIGHT -   243.598 (meters)      799.20  (feet) ADJUSTED
 FG1475  ______________________________________________________________________
 FG1475  GEOID HEIGHT    -        -28.733 (meters)                     GEOID18
 FG1475  DYNAMIC HEIGHT  -        243.371 (meters)      798.46  (feet) COMP
 FG1475  MODELED GRAVITY -    979,697.0   (mgal)                       NAVD 88
 FG1475
 FG1475  VERT ORDER      -  SECOND    CLASS 0
 FG1475
 FG1475.The horizontal coordinates were scaled from a map and have
 FG1475.an estimated accuracy of +/- 6 seconds.
 FG1475
 FG1475.The orthometric height was determined by differential leveling and
 FG1475.adjusted by the NATIONAL GEODETIC SURVEY
 FG1475.in June 1991.
 FG1475
 FG1475.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1475.GEOID18 height accuracy estimate available here.
 FG1475
 FG1475.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV473371(NAD 83)
 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
 FG1475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1475.See file dsdata.pdf to determine how the superseded data were derived.
 FG1475
 FG1475_MARKER: DB = BENCH MARK DISK
 FG1475_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG1475_STAMPING: F 95 1935
 FG1475_MARK LOGO: CGS
 FG1475_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0373 ***********************************************************************
 EJ0373  DESIGNATION -  F 96
 EJ0373  PID         -  EJ0373
 EJ0373  STATE/COUNTY-  AR/SALINE
 EJ0373  COUNTRY     -  US
 EJ0373  USGS QUAD   -  BRYANT (2017)
 EJ0373
 EJ0373                         *CURRENT SURVEY CONTROL
 EJ0373  ______________________________________________________________________
 EJ0373* NAD 83(1986) POSITION- 34 34 30.     (N) 092 26 39.     (W)   SCALED
 EJ0373* NAVD 88 ORTHO HEIGHT -   106.584 (meters)      349.68  (feet) ADJUSTED
 EJ0373  ______________________________________________________________________
 EJ0373  GEOID HEIGHT    -        -26.360 (meters)                     GEOID18
 EJ0373  DYNAMIC HEIGHT  -        106.482 (meters)      349.35  (feet) COMP
 EJ0373  MODELED GRAVITY -    979,683.6   (mgal)                       NAVD 88
 EJ0373
 EJ0373  VERT ORDER      -  SECOND    CLASS 0
 EJ0373
 EJ0373.The horizontal coordinates were scaled from a map and have
 EJ0373.an estimated accuracy of +/- 6 seconds.
 EJ0373
 EJ0373.The orthometric height was determined by differential leveling and
 EJ0373.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0373.in June 1991.
 EJ0373
 EJ0373.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0373.GEOID18 height accuracy estimate available here.
 EJ0373
 EJ0373.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU509260(NAD 83)
 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
 EJ0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0373.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0373
 EJ0373_MARKER: DB = BENCH MARK DISK
 EJ0373_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0373_STAMPING: F 96 1935
 EJ0373_MARK LOGO: CGS
 EJ0373_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0373
 EJ0373  HISTORY     - Date     Condition        Report By
 EJ0373  HISTORY     - 1935     MONUMENTED       CGS
 EJ0373  HISTORY     - 1941     GOOD             CGS
 EJ0373  HISTORY     - 19841203 MARK NOT FOUND   USGS
 EJ0373  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ0373
 EJ0373                          STATION DESCRIPTION
 EJ0373
 EJ0373'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0521 ***********************************************************************
 EJ0521  DESIGNATION -  F 97
 EJ0521  PID         -  EJ0521
 EJ0521  STATE/COUNTY-  AR/JEFFERSON
 EJ0521  COUNTRY     -  US
 EJ0521  USGS QUAD   -  REDFIELD (2017)
 EJ0521
 EJ0521                         *CURRENT SURVEY CONTROL
 EJ0521  ______________________________________________________________________
 EJ0521* NAD 83(1986) POSITION- 34 28 33.     (N) 092 11 47.     (W)   SCALED
 EJ0521* NAVD 88 ORTHO HEIGHT -    72.665 (meters)      238.40  (feet) ADJUSTED
 EJ0521  ______________________________________________________________________
 EJ0521  GEOID HEIGHT    -        -26.146 (meters)                     GEOID18
 EJ0521  DYNAMIC HEIGHT  -         72.597 (meters)      238.18  (feet) COMP
 EJ0521  MODELED GRAVITY -    979,692.1   (mgal)                       NAVD 88
 EJ0521
 EJ0521  VERT ORDER      -  FIRST     CLASS II
 EJ0521
 EJ0521.The horizontal coordinates were scaled from a map and have
 EJ0521.an estimated accuracy of +/- 6 seconds.
 EJ0521
 EJ0521.The orthometric height was determined by differential leveling and
 EJ0521.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0521.in September 2023.
 EJ0521
 EJ0521.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0521.GEOID18 height accuracy estimate available here.
 EJ0521
 EJ0521.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU737152(NAD 83)
 EJ0521
 EJ0521                          SUPERSEDED SURVEY CONTROL
 EJ0521
 EJ0521  NAVD 88 (06/15/91)   72.658  (m)          238.38   (f) SUPERSEDED  1 2
 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
 EJ0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0521.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0521
 EJ0521_MARKER: DB = BENCH MARK DISK
 EJ0521_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EJ0521_SP_SET: CULVERT HEADWALL
 EJ0521_STAMPING: F 97 1935
 EJ0521_MARK LOGO: CGS
 EJ0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0521+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0224 ***********************************************************************
 EJ0224  DESIGNATION -  F 98
 EJ0224  PID         -  EJ0224
 EJ0224  STATE/COUNTY-  AR/PULASKI
 EJ0224  COUNTRY     -  US
 EJ0224  USGS QUAD   -  LITTLE ROCK (2017)
 EJ0224
 EJ0224                         *CURRENT SURVEY CONTROL
 EJ0224  ______________________________________________________________________
 EJ0224* NAD 83(1986) POSITION- 34 44 31.0    (N) 092 21 10.3    (W)   HD_HELD2
 EJ0224* NAVD 88 ORTHO HEIGHT -    96.072 (meters)      315.20  (feet) ADJUSTED
 EJ0224  ______________________________________________________________________
 EJ0224  GEOID HEIGHT    -        -26.649 (meters)                     GEOID18
 EJ0224  DYNAMIC HEIGHT  -         95.984 (meters)      314.91  (feet) COMP
 EJ0224  MODELED GRAVITY -    979,710.6   (mgal)                       NAVD 88
 EJ0224
 EJ0224  VERT ORDER      -  SECOND    CLASS 0
 EJ0224
 EJ0224.The horizontal coordinates were established by autonomous hand held GPS
 EJ0224.observations and have an estimated accuracy of +/- 10 meters.
 EJ0224
 EJ0224.The orthometric height was determined by differential leveling and
 EJ0224.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0224.in June 1991.
 EJ0224
 EJ0224.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0224.GEOID18 height accuracy estimate available here.
 EJ0224
 EJ0224.Click photographs - Photos may exist for this station.
 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     -   630,237.      367,687.      MT  (+/- 10 meters HH2 GPS)
 EJ0224
 EJ0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5923744616(NAD 83)
 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
 EJ0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0224.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0224
 EJ0224_MARKER: DB = BENCH MARK DISK
 EJ0224_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0224_STAMPING: F 98 1935
 EJ0224_MARK LOGO: CGS
 EJ0224_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0905 ***********************************************************************
 EJ0905  DESIGNATION -  F 99
 EJ0905  PID         -  EJ0905
 EJ0905  STATE/COUNTY-  AR/SALINE
 EJ0905  COUNTRY     -  US
 EJ0905  USGS QUAD   -  CONGO (2017)
 EJ0905
 EJ0905                         *CURRENT SURVEY CONTROL
 EJ0905  ______________________________________________________________________
 EJ0905* NAD 83(1986) POSITION- 34 41 03.     (N) 092 31 02.     (W)   SCALED
 EJ0905* NAVD 88 ORTHO HEIGHT -   161.023 (meters)      528.29  (feet) ADJUSTED
 EJ0905  ______________________________________________________________________
 EJ0905  GEOID HEIGHT    -        -26.635 (meters)                     GEOID18
 EJ0905  DYNAMIC HEIGHT  -        160.871 (meters)      527.79  (feet) COMP
 EJ0905  MODELED GRAVITY -    979,687.3   (mgal)                       NAVD 88
 EJ0905
 EJ0905  VERT ORDER      -  SECOND    CLASS 0
 EJ0905
 EJ0905.The horizontal coordinates were scaled from a map and have
 EJ0905.an estimated accuracy of +/- 6 seconds.
 EJ0905
 EJ0905.The orthometric height was determined by differential leveling and
 EJ0905.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0905.in June 1991.
 EJ0905
 EJ0905.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0905.GEOID18 height accuracy estimate available here.
 EJ0905
 EJ0905.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU442381(NAD 83)
 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
 EJ0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0905.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0905
 EJ0905_MARKER: DB = BENCH MARK DISK
 EJ0905_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0905_STAMPING: F 99 1935
 EJ0905_MARK LOGO: CGS
 EJ0905_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 DO7492 ***********************************************************************
 DO7492  DESIGNATION -  F MURRAY
 DO7492  PID         -  DO7492
 DO7492  STATE/COUNTY-  AR/PULASKI
 DO7492  COUNTRY     -  US
 DO7492  USGS QUAD   -  NORTH LITTLE ROCK (2017)
 DO7492
 DO7492                         *CURRENT SURVEY CONTROL
 DO7492  ______________________________________________________________________
 DO7492* NAD 83(1986) POSITION- 34 47 52.71   (N) 092 21 22.62   (W)   HD_HELD1
 DO7492* NAVD 88 ORTHO HEIGHT -    76.784 (meters)      251.92  (feet) ADJUSTED
 DO7492  ______________________________________________________________________
 DO7492  GEOID HEIGHT    -        -26.854 (meters)                     GEOID18
 DO7492  DYNAMIC HEIGHT  -         76.712 (meters)      251.68  (feet) COMP
 DO7492  MODELED GRAVITY -    979,705.4   (mgal)                       NAVD 88
 DO7492
 DO7492  VERT ORDER      -  FIRST     CLASS II
 DO7492
 DO7492.The horizontal coordinates were determined by differentially corrected
 DO7492.hand held GPS observations or other comparable positioning techniques
 DO7492.and have an estimated accuracy of +/- 3 meters.
 DO7492
 DO7492.The orthometric height was determined by differential leveling and
 DO7492.adjusted by the NATIONAL GEODETIC SURVEY
 DO7492.in April 2014.
 DO7492
 DO7492.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7492.GEOID18 height accuracy estimate available here.
 DO7492
 DO7492.Click photographs - Photos may exist for this station.
 DO7492
 DO7492.The dynamic height is computed by dividing the NAVD 88
 DO7492.geopotential number by the normal gravity value computed on the
 DO7492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7492.degrees latitude (g = 980.6199 gals.).
 DO7492
 DO7492.The modeled gravity was interpolated from observed gravity values.
 DO7492
 DO7492;                    North         East    Units  Estimated Accuracy
 DO7492;SPC AR S     -   636,453.9     367,395.6     MT  (+/- 3 meters HH1 GPS) 
 DO7492
 DO7492_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5888450828(NAD 83)
 DO7492
 DO7492                          SUPERSEDED SURVEY CONTROL
 DO7492
 DO7492.No superseded survey control is available for this station.
 DO7492
 DO7492_MARKER: DD = SURVEY DISK
 DO7492_SETTING: 41 = SET IN A LARGE STRUCTURE WITH FOUNDATIONS ON BEDROCK
 DO7492_SP_SET: DAM
 DO7492_STAMPING: F 252.171
 DO7492_MARK LOGO: USACE
 DO7492_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO7492_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DO7492+STABILITY: POSITION/ELEVATION WELL
 DO7492_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7492+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2016
 DO7492
 DO7492  HISTORY     - Date     Condition        Report By
 DO7492  HISTORY     - 20050612 MONUMENTED       USACE
 DO7492  HISTORY     - 20120523 GOOD             ARHD
 DO7492  HISTORY     - 20151028 GOOD             USACEL
 DO7492  HISTORY     - 20160502 GOOD             USACE
 DO7492
 DO7492                          STATION DESCRIPTION
 DO7492
 DO7492'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (JDH)
 DO7492'THE STATION IS LOCATED ABOUT 13.2 KM (8.2 MI) EAST-SOUTHEAST OF
 DO7492'PINNACLE, 8.8 KM (5.5 MI) WEST-NORTHWEST OF NORTH LITTLE ROCK AND 8.4
 DO7492'KM (5.2 MI) NORTHWEST OF LITTLE ROCK.
 DO7492'
 DO7492'TO REACH FROM THE INTERSECTION OF HIGHWAY 100 AND NORTH SHORE, GO
 DO7492'SOUTH ON NORTH SHORE FOR.06 MI THEN TURN RIGHT ON COOKS LANDING ROAD
 DO7492'AND GO.9 MI TO THE STATION ON THE RIGHT.
 DO7492'
 DO7492'IT IS 74 FT (22.6 M) WEST OF A CABLE MARKER, 53 FT (16.2 M) WEST OF
 DO7492'THE CENTERLINE OF COOKS LANDING ROAD AND 17 FT (5.2 M) EAST OF THE
 DO7492'EDGE OF WATER, THE STATION IS IN A CONCRETE WALL UNDER GROUND.
 DO7492
 DO7492                          STATION RECOVERY (2015)
 DO7492
 DO7492'RECOVERY NOTE BY USACE LITTLE ROCK 2015 (SCC)
 DO7492'FOUND AS DESCRIBED.  THERE IS A CORPS OF ENGINEERS WITNESS SIGN ON A
 DO7492'STEEL U-CHANNEL POST 2 M (6.6 FT) WEST OF THE POINT AND A WHITE
 DO7492'CARSONITE POST WITH A CORPS OF ENGINEERS WITNESS SIGN BOLTED TO IT.3 M
 DO7492'EAST OF THE MARK.  THE MARK WAS COVERED WITH ABOUT 0.08 M (0.3 FT) OF
 DO7492'TOP SOIL.
 DO7492
 DO7492                          STATION RECOVERY (2016)
 DO7492
 DO7492'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2016 (SCC)
 DO7492'RECOVERED IN GOOD CONDITION.
 DO7492'
 DO7492'NOTE-IT WAS REQUESTED BY USACE THAT THE DESIGINATION STAY AS F MURRAY
 DO7492'INSTEAD OF WHAT IS STAMPED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 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  COUNTRY     -  US
 GE1203  USGS QUAD   -  SALEM (2017)
 GE1203
 GE1203                         *CURRENT SURVEY CONTROL
 GE1203  ______________________________________________________________________
 GE1203* NAD 83(2011) POSITION- 36 21 09.26278(N) 091 49 58.34785(W)   ADJUSTED
 GE1203* NAD 83(2011) ELLIP HT-   203.774 (meters)        (06/27/12)   ADJUSTED
 GE1203* NAD 83(2011) EPOCH   -  2010.00
 GE1203* NAVD 88 ORTHO HEIGHT -   232.0   (meters)      761.    (feet) GPS OBS
 GE1203  ______________________________________________________________________
 GE1203  NAVD 88 orthometric height was determined with geoid model    GEOID96
 GE1203  GEOID HEIGHT    -        -28.177 (meters)                     GEOID96
 GE1203  GEOID HEIGHT    -        -28.269 (meters)                     GEOID18
 GE1203  NAD 83(2011) X  -   -164,497.176 (meters)                     COMP
 GE1203  NAD 83(2011) Y  - -5,140,438.814 (meters)                     COMP
 GE1203  NAD 83(2011) Z  -  3,759,892.117 (meters)                     COMP
 GE1203  LAPLACE CORR    -         -1.15  (seconds)                    DEFLEC18
 GE1203
 GE1203  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GE1203  Standards:
 GE1203         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GE1203            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GE1203  -------------------------------------------------------------------
 GE1203  NETWORK    1.42   3.76           0.65   0.49   1.92      0.10054490
 GE1203  -------------------------------------------------------------------
 GE1203  Click here for local accuracies and other accuracy information.
 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 June 2012.
 GE1203
 GE1203.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GE1203.been affixed to the stable North American tectonic plate. See 
 GE1203.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GE1203
 GE1203.The horizontal coordinates are valid at the epoch date displayed above
 GE1203.which is a decimal equivalence of Year/Month/Day.
 GE1203
 GE1203.The orthometric height was determined by GPS observations and a
 GE1203.high-resolution geoid model.
 GE1203
 GE1203.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE1203.GEOID18 height accuracy estimate available here.
 GE1203
 GE1203.Click photographs - Photos may exist for this station.
 GE1203
 GE1203.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GE1203
 GE1203.The Laplace correction was computed from DEFLEC18 derived deflections.
 GE1203
 GE1203.The ellipsoidal height was determined by GPS observations
 GE1203.and is referenced to NAD 83.
 GE1203
 GE1203. The following values were computed from the NAD 83(2011) position.
 GE1203
 GE1203;                    North         East     Units Scale Factor Converg.
 GE1203;SPC AR N     -   224,040.257   415,001.680   MT  1.00002575   +0 05 50.1
 GE1203;SPC AR N     -   735,038.74  1,361,551.35   sFT  1.00002575   +0 05 50.1
 GE1203;UTM  15      - 4,023,687.389   604,722.213   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  =   0.99970315
 GE1203
 GE1203:                Primary Azimuth Mark                     Grid Az
 GE1203:SPC AR N     -  FAA 7M9 B                                023 04 13.6
 GE1203:UTM  15      -  FAA 7M9 B                                022 28 32.9
 GE1203
 GE1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA0472223687(NAD 83)
 GE1203
 GE1203|---------------------------------------------------------------------|
 GE1203| PID    Reference Object                     Distance      Geod. Az  |
 GE1203|                                                           dddmmss.s |
 GE1203| GE1204 FAA 7M9 B                           APPROX. 0.8 KM 0231003.7 |
 GE1203|---------------------------------------------------------------------|
 GE1203
 GE1203                          SUPERSEDED SURVEY CONTROL
 GE1203
 GE1203  NAD 83(2007)-  36 21 09.26276(N)    091 49 58.34882(W) AD(2002.00) 0
 GE1203  ELLIP H (02/10/07)  203.796  (m)                       GP(2002.00)    
 GE1203  ELLIP H (09/21/01)  203.799  (m)                       GP(       ) 4 2
 GE1203  NAD 83(1997)-  36 21 09.26249(N)    091 49 58.34899(W) AD(       ) B
 GE1203  ELLIP H (09/19/97)  203.812  (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)  UNKNOWN  model used  GPS OBS        
 GE1203
 GE1203.Superseded values are not recommended for survey control.
 GE1203
 GE1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1203.See file dsdata.pdf to determine how the superseded data were derived.
 GE1203
 GE1203_MARKER: DH = HORIZONTAL CONTROL DISK
 GE1203_SETTING: 66 = SET IN 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 = MARCH 20, 2026 22:17:28 EDT
 GE1204 ***********************************************************************
 GE1204  DESIGNATION -  FAA 7M9 B
 GE1204  PID         -  GE1204
 GE1204  STATE/COUNTY-  AR/FULTON
 GE1204  COUNTRY     -  US
 GE1204  USGS QUAD   -  SALEM (2017)
 GE1204
 GE1204                         *CURRENT SURVEY CONTROL
 GE1204  ______________________________________________________________________
 GE1204* NAD 83(1997) POSITION- 36 21 33.73645(N) 091 49 45.40016(W)   ADJUSTED
 GE1204* NAD 83(1997) ELLIP HT-   188.208 (meters)        (09/14/99)   ADJUSTED
 GE1204* NAVD 88 ORTHO HEIGHT -   216.5   (meters)      710.    (feet) VERTCON3
 GE1204  ______________________________________________________________________
 GE1204  GEOID HEIGHT    -        -28.287 (meters)                     GEOID18
 GE1204  NAD 83(1997) X  -   -164,159.824 (meters)                     COMP
 GE1204  NAD 83(1997) Y  - -5,139,989.622 (meters)                     COMP
 GE1204  NAD 83(1997) Z  -  3,760,490.441 (meters)                     COMP
 GE1204  LAPLACE CORR    -         -1.22  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE1204.GEOID18 height accuracy estimate available here.
 GE1204
 GE1204.Click photographs - Photos may exist for this station.
 GE1204
 GE1204.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GE1204
 GE1204.The Laplace correction was computed from DEFLEC18 derived deflections.
 GE1204
 GE1204.The ellipsoidal height was determined by GPS observations
 GE1204.and is referenced to NAD 83.
 GE1204
 GE1204. The following values were computed from the NAD 83(1997) position.
 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 13.8
 GE1204:UTM  15      -  FAA 7M9 A                                202 28 32.6
 GE1204
 GE1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA0503524445(NAD 83)
 GE1204
 GE1204|---------------------------------------------------------------------|
 GE1204| PID    Reference Object                     Distance      Geod. Az  |
 GE1204|                                                           dddmmss.s |
 GE1204| GE1203 FAA 7M9 A                           APPROX. 0.8 KM 2031011.4 |
 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)  UNKNOWN  model used  GPS OBS        
 GE1204
 GE1204.Superseded values are not recommended for survey control.
 GE1204
 GE1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1204.See file dsdata.pdf to determine how the superseded data were derived.
 GE1204
 GE1204_MARKER: DZ = AZIMUTH MARK DISK
 GE1204_SETTING: 66 = SET IN 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 = MARCH 20, 2026 22:17:28 EDT
 FF2160 ***********************************************************************
 FF2160  DESIGNATION -  FAA M65 A
 FF2160  PID         -  FF2160
 FF2160  STATE/COUNTY-  AR/CROSS
 FF2160  COUNTRY     -  US
 FF2160  USGS QUAD   -  WYNNE (2017)
 FF2160
 FF2160                         *CURRENT SURVEY CONTROL
 FF2160  ______________________________________________________________________
 FF2160* NAD 83(1997) POSITION- 35 13 54.40606(N) 090 45 40.14543(W)   ADJUSTED
 FF2160* NAD 83(1997) ELLIP HT-    84.236 (meters)        (09/14/99)   ADJUSTED
 FF2160* NAVD 88 ORTHO HEIGHT -   111.4   (meters)      365.    (feet) VERTCON3
 FF2160  ______________________________________________________________________
 FF2160  GEOID HEIGHT    -        -27.186 (meters)                     GEOID18
 FF2160  NAD 83(1997) X  -    -69,286.503 (meters)                     COMP
 FF2160  NAD 83(1997) Y  - -5,215,243.771 (meters)                     COMP
 FF2160  NAD 83(1997) Z  -  3,658,949.485 (meters)                     COMP
 FF2160  LAPLACE CORR    -         -0.10  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF2160.GEOID18 height accuracy estimate available here.
 FF2160
 FF2160.Click photographs - Photos may exist for this station.
 FF2160
 FF2160.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF2160
 FF2160.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF2160
 FF2160.The ellipsoidal height was determined by GPS observations
 FF2160.and is referenced to NAD 83.
 FF2160
 FF2160. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV0373801044(NAD 83)
 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(1995)-  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)  UNKNOWN  model used  GPS OBS        
 FF2160
 FF2160.Superseded values are not recommended for survey control.
 FF2160
 FF2160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2160.See file dsdata.pdf to determine how the superseded data were derived.
 FF2160
 FF2160_MARKER: DH = HORIZONTAL CONTROL DISK
 FF2160_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 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  HISTORY     - 20151005 GOOD             MSSU
 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.
 FF2160
 FF2160                          STATION RECOVERY (2015)
 FF2160
 FF2160'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2015 (NH)
 FF2160'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF2161 ***********************************************************************
 FF2161  DESIGNATION -  FAA M65 B
 FF2161  PID         -  FF2161
 FF2161  STATE/COUNTY-  AR/CROSS
 FF2161  COUNTRY     -  US
 FF2161  USGS QUAD   -  WYNNE (2017)
 FF2161
 FF2161                         *CURRENT SURVEY CONTROL
 FF2161  ______________________________________________________________________
 FF2161* NAD 83(1997) POSITION- 35 14 13.71048(N) 090 45 44.37337(W)   ADJUSTED
 FF2161* NAD 83(1997) ELLIP HT-    87.521 (meters)        (09/14/99)   ADJUSTED
 FF2161* NAVD 88 ORTHO HEIGHT -   114.7   (meters)      376.    (feet) VERTCON3
 FF2161  ______________________________________________________________________
 FF2161  GEOID HEIGHT    -        -27.194 (meters)                     GEOID18
 FF2161  NAD 83(1997) X  -    -69,388.872 (meters)                     COMP
 FF2161  NAD 83(1997) Y  - -5,214,901.833 (meters)                     COMP
 FF2161  NAD 83(1997) Z  -  3,659,437.320 (meters)                     COMP
 FF2161  LAPLACE CORR    -         -0.04  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF2161.GEOID18 height accuracy estimate available here.
 FF2161
 FF2161.Click photographs - Photos may exist for this station.
 FF2161
 FF2161.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF2161
 FF2161.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF2161
 FF2161.The ellipsoidal height was determined by GPS observations
 FF2161.and is referenced to NAD 83.
 FF2161
 FF2161. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV0361801636(NAD 83)
 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(1995)-  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)  UNKNOWN  model used  GPS OBS        
 FF2161
 FF2161.Superseded values are not recommended for survey control.
 FF2161
 FF2161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2161.See file dsdata.pdf to determine how the superseded data were derived.
 FF2161
 FF2161_MARKER: DH = HORIZONTAL CONTROL DISK
 FF2161_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1602 ***********************************************************************
 DL1602  DESIGNATION -  FAA M77 A
 DL1602  PID         -  DL1602
 DL1602  STATE/COUNTY-  AR/HOWARD
 DL1602  COUNTRY     -  US
 DL1602  USGS QUAD   -  NASHVILLE (2017)
 DL1602
 DL1602                         *CURRENT SURVEY CONTROL
 DL1602  ______________________________________________________________________
 DL1602* NAD 83(1997) POSITION- 33 59 46.55439(N) 093 50 20.05689(W)   ADJUSTED
 DL1602* NAD 83(1997) ELLIP HT-   136.403 (meters)        (09/14/99)   ADJUSTED
 DL1602* NAVD 88 ORTHO HEIGHT -   163.7   (meters)      537.    (feet) VERTCON3
 DL1602  ______________________________________________________________________
 DL1602  GEOID HEIGHT    -        -27.295 (meters)                     GEOID18
 DL1602  NAD 83(1997) X  -   -354,414.175 (meters)                     COMP
 DL1602  NAD 83(1997) Y  - -5,281,725.487 (meters)                     COMP
 DL1602  NAD 83(1997) Z  -  3,546,179.368 (meters)                     COMP
 DL1602  LAPLACE CORR    -          1.12  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1602.GEOID18 height accuracy estimate available here.
 DL1602
 DL1602.Click photographs - Photos may exist for this station.
 DL1602
 DL1602.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL1602
 DL1602.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1602
 DL1602.The ellipsoidal height was determined by GPS observations
 DL1602.and is referenced to NAD 83.
 DL1602
 DL1602. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT2252462059(NAD 83)
 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(1993)-  33 59 46.56225(N)    093 50 20.04717(W) AD(       ) 3
 DL1602  NAD 83(1993)-  33 59 46.56226(N)    093 50 20.04717(W) AD(       ) 3
 DL1602  ELLIP H (01/21/93)  136.127  (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)  UNKNOWN  model used  GPS OBS        
 DL1602
 DL1602.Superseded values are not recommended for survey control.
 DL1602
 DL1602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1602.See file dsdata.pdf to determine how the superseded data were derived.
 DL1602
 DL1602_MARKER: DH = HORIZONTAL CONTROL DISK
 DL1602_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 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 - March 02, 2016
 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  HISTORY     - 20080223 GOOD             3001
 DL1602  HISTORY     - 20160302 GOOD             AME
 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.
 DL1602
 DL1602                          STATION RECOVERY (2008)
 DL1602
 DL1602'RECOVERY NOTE BY 3001, INC 2008 (JCP)
 DL1602'NEW MEASUREMENT FROM THE CORNER FENCE POST IS 8.6' AND NOT 5.2'
 DL1602
 DL1602                          STATION RECOVERY (2016)
 DL1602
 DL1602'RECOVERY NOTE BY AERO-METRIC ENGINEERING INCORPORATED 2016 (BDN)
 DL1602'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ2077 ***********************************************************************
 EJ2077  DESIGNATION -  FAA M77 B
 EJ2077  PID         -  EJ2077
 EJ2077  STATE/COUNTY-  AR/HOWARD
 EJ2077  COUNTRY     -  US
 EJ2077  USGS QUAD   -  NATHAN (2017)
 EJ2077
 EJ2077                         *CURRENT SURVEY CONTROL
 EJ2077  ______________________________________________________________________
 EJ2077* NAD 83(1997) POSITION- 34 00 05.40815(N) 093 50 15.27646(W)   ADJUSTED
 EJ2077* NAD 83(1997) ELLIP HT-   140.608 (meters)        (09/14/99)   ADJUSTED
 EJ2077* NAVD 88 ORTHO HEIGHT -   167.9   (meters)      551.    (feet) VERTCON3
 EJ2077  ______________________________________________________________________
 EJ2077  GEOID HEIGHT    -        -27.303 (meters)                     GEOID18
 EJ2077  NAD 83(1997) X  -   -354,270.257 (meters)                     COMP
 EJ2077  NAD 83(1997) Y  - -5,281,413.064 (meters)                     COMP
 EJ2077  NAD 83(1997) Z  -  3,546,663.339 (meters)                     COMP
 EJ2077  LAPLACE CORR    -          1.16  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ2077.GEOID18 height accuracy estimate available here.
 EJ2077
 EJ2077.Click photographs - Photos may exist for this station.
 EJ2077
 EJ2077.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EJ2077
 EJ2077.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ2077
 EJ2077.The ellipsoidal height was determined by GPS observations
 EJ2077.and is referenced to NAD 83.
 EJ2077
 EJ2077. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT2265162638(NAD 83)
 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(1993)-  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)  UNKNOWN  model used  GPS OBS        
 EJ2077
 EJ2077.Superseded values are not recommended for survey control.
 EJ2077
 EJ2077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2077.See file dsdata.pdf to determine how the superseded data were derived.
 EJ2077
 EJ2077_MARKER: DH = HORIZONTAL CONTROL DISK
 EJ2077_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1850 ***********************************************************************
 EJ1850  DESIGNATION -  FABER
 EJ1850  PID         -  EJ1850
 EJ1850  STATE/COUNTY-  AR/HOT SPRING
 EJ1850  COUNTRY     -  US
 EJ1850  USGS QUAD   -  DONALDSON (2017)
 EJ1850
 EJ1850                         *CURRENT SURVEY CONTROL
 EJ1850  ______________________________________________________________________
 EJ1850* NAD 83(1997) POSITION- 34 09 25.43230(N) 092 55 52.94731(W)   ADJUSTED
 EJ1850* NAVD 88 ORTHO HEIGHT -    85.9   (meters)      282.    (feet) VERTCON3
 EJ1850  ______________________________________________________________________
 EJ1850  GEOID HEIGHT    -        -26.633 (meters)                     GEOID18
 EJ1850  LAPLACE CORR    -          2.57  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1850.GEOID18 height accuracy estimate available here.
 EJ1850
 EJ1850.Click photographs - Photos may exist for this station.
 EJ1850
 EJ1850.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1850
 EJ1850. The following values were computed from the NAD 83(1997) position.
 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  =   0.99991145
 EJ1850!UTM  15      -   0.99999070  x   0.99960049  =   0.99959119
 EJ1850
 EJ1850:                Primary Azimuth Mark                     Grid Az
 EJ1850:SPC AR S     -  FABER AZ MK                              094 11 52.7
 EJ1850:UTM  15      -  FABER AZ MK                              093 38 17.4
 EJ1850
 EJ1850_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT0632579573(NAD 83)
 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
 EJ1850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1850.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1850
 EJ1850_MARKER: DS = TRIANGULATION STATION DISK
 EJ1850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1850_STAMPING: FABER 1957
 EJ1850_MARK LOGO: CGS
 EJ1850_PROJECTION: FLUSH
 EJ1850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1850+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0207 ***********************************************************************
 EJ0207  DESIGNATION -  FAC
 EJ0207  PID         -  EJ0207
 EJ0207  STATE/COUNTY-  AR/PULASKI
 EJ0207  COUNTRY     -  US
 EJ0207  USGS QUAD   -  SCOTT (2017)
 EJ0207
 EJ0207                         *CURRENT SURVEY CONTROL
 EJ0207  ______________________________________________________________________
 EJ0207* NAD 83(1986) POSITION- 34 43 15.08   (N) 092 07 13.57   (W)   HD_HELD1
 EJ0207* NAVD 88 ORTHO HEIGHT -    75.837 (meters)      248.81  (feet) ADJUSTED
 EJ0207  ______________________________________________________________________
 EJ0207  GEOID HEIGHT    -        -26.579 (meters)                     GEOID18
 EJ0207  DYNAMIC HEIGHT  -         75.767 (meters)      248.58  (feet) COMP
 EJ0207  MODELED GRAVITY -    979,705.9   (mgal)                       NAVD 88
 EJ0207
 EJ0207  VERT ORDER      -  SECOND    CLASS 0
 EJ0207
 EJ0207.The horizontal coordinates were determined by differentially corrected
 EJ0207.hand held GPS observations or other comparable positioning techniques
 EJ0207.and have an estimated accuracy of +/- 3 meters.
 EJ0207
 EJ0207.The orthometric height was determined by differential leveling and
 EJ0207.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0207.in June 1991.
 EJ0207
 EJ0207.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0207.GEOID18 height accuracy estimate available here.
 EJ0207
 EJ0207.Click photographs - Photos may exist for this station.
 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     -   627,848.3     388,968.5     MT  (+/- 3 meters HH1 GPS) 
 EJ0207
 EJ0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU8053442439(NAD 83)
 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
 EJ0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0207.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0207
 EJ0207_MARKER: DD = SURVEY DISK
 EJ0207_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0207_STAMPING: FAC 1934
 EJ0207_MARK LOGO: CGS+SS
 EJ0207_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0207
 EJ0207  HISTORY     - Date     Condition        Report By
 EJ0207  HISTORY     - 1934     MONUMENTED       ARGS
 EJ0207  HISTORY     - 1948     MARK NOT FOUND   DOD
 EJ0207  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0207
 EJ0207                          STATION DESCRIPTION
 EJ0207
 EJ0207'DESCRIBED BY ARKANSAS 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0208 ***********************************************************************
 EJ0208  DESIGNATION -  FAD
 EJ0208  PID         -  EJ0208
 EJ0208  STATE/COUNTY-  AR/PULASKI
 EJ0208  COUNTRY     -  US
 EJ0208  USGS QUAD   -  SCOTT (2017)
 EJ0208
 EJ0208                         *CURRENT SURVEY CONTROL
 EJ0208  ______________________________________________________________________
 EJ0208* NAD 83(1986) POSITION- 34 41 56.45   (N) 092 05 59.63   (W)   HD_HELD1
 EJ0208* NAVD 88 ORTHO HEIGHT -    75.864 (meters)      248.90  (feet) ADJUSTED
 EJ0208  ______________________________________________________________________
 EJ0208  GEOID HEIGHT    -        -26.533 (meters)                     GEOID18
 EJ0208  DYNAMIC HEIGHT  -         75.793 (meters)      248.66  (feet) COMP
 EJ0208  MODELED GRAVITY -    979,704.8   (mgal)                       NAVD 88
 EJ0208
 EJ0208  VERT ORDER      -  SECOND    CLASS 0
 EJ0208
 EJ0208.The horizontal coordinates were determined by differentially corrected
 EJ0208.hand held GPS observations or other comparable positioning techniques
 EJ0208.and have an estimated accuracy of +/- 3 meters.
 EJ0208
 EJ0208.The orthometric height was determined by differential leveling and
 EJ0208.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0208.in June 1991.
 EJ0208
 EJ0208.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0208.GEOID18 height accuracy estimate available here.
 EJ0208
 EJ0208.Click photographs - Photos may exist for this station.
 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     -   625,423.3     390,847.4     MT  (+/- 3 meters HH1 GPS) 
 EJ0208
 EJ0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU8243640034(NAD 83)
 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
 EJ0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0208.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0208
 EJ0208_MARKER: DD = SURVEY DISK
 EJ0208_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0208_STAMPING: FAD 1934
 EJ0208_MARK LOGO: CGS+SS
 EJ0208_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0208
 EJ0208  HISTORY     - Date     Condition        Report By
 EJ0208  HISTORY     - 1934     MONUMENTED       ARGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0209 ***********************************************************************
 EJ0209  DESIGNATION -  FAE
 EJ0209  PID         -  EJ0209
 EJ0209  STATE/COUNTY-  AR/LONOKE
 EJ0209  COUNTRY     -  US
 EJ0209  USGS QUAD   -  SCOTT (2017)
 EJ0209
 EJ0209                         *CURRENT SURVEY CONTROL
 EJ0209  ______________________________________________________________________
 EJ0209* NAD 83(1986) POSITION- 34 41 36.76   (N) 092 05 41.13   (W)   HD_HELD1
 EJ0209* NAVD 88 ORTHO HEIGHT -    75.492 (meters)      247.68  (feet) ADJUSTED
 EJ0209  ______________________________________________________________________
 EJ0209  GEOID HEIGHT    -        -26.522 (meters)                     GEOID18
 EJ0209  DYNAMIC HEIGHT  -         75.422 (meters)      247.45  (feet) COMP
 EJ0209  MODELED GRAVITY -    979,704.5   (mgal)                       NAVD 88
 EJ0209
 EJ0209  VERT ORDER      -  SECOND    CLASS 0
 EJ0209
 EJ0209.The horizontal coordinates were determined by differentially corrected
 EJ0209.hand held GPS observations or other comparable positioning techniques
 EJ0209.and have an estimated accuracy of +/- 3 meters.
 EJ0209
 EJ0209.The orthometric height was determined by differential leveling and
 EJ0209.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0209.in June 1991.
 EJ0209
 EJ0209.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0209.GEOID18 height accuracy estimate available here.
 EJ0209
 EJ0209.Click photographs - Photos may exist for this station.
 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     -   624,816.1     391,317.7     MT  (+/- 3 meters HH1 GPS) 
 EJ0209
 EJ0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU8291239431(NAD 83)
 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
 EJ0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0209.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0209
 EJ0209_MARKER: DD = SURVEY DISK
 EJ0209_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0209_STAMPING: FAE 1934
 EJ0209_MARK LOGO: CGS+SS
 EJ0209_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0209
 EJ0209  HISTORY     - Date     Condition        Report By
 EJ0209  HISTORY     - 1934     MONUMENTED       ARGS
 EJ0209  HISTORY     - 1937     GOOD             ARGS
 EJ0209  HISTORY     - 1989     GOOD             USPSQD
 EJ0209  HISTORY     - 20080527 MARK NOT FOUND   USACEL
 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.
 EJ0209
 EJ0209                          STATION RECOVERY (2008)
 EJ0209
 EJ0209'RECOVERY NOTE BY USACE LITTLE ROCK 2008 (RD)
 EJ0209'AREA HAS BEEN BULLDOZED
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0210 ***********************************************************************
 EJ0210  DESIGNATION -  FAF
 EJ0210  PID         -  EJ0210
 EJ0210  STATE/COUNTY-  AR/LONOKE
 EJ0210  COUNTRY     -  US
 EJ0210  USGS QUAD   -  SCOTT (2017)
 EJ0210
 EJ0210                         *CURRENT SURVEY CONTROL
 EJ0210  ______________________________________________________________________
 EJ0210* NAD 83(1986) POSITION- 34 40 36.     (N) 092 04 51.     (W)   SCALED
 EJ0210* NAVD 88 ORTHO HEIGHT -    72.824 (meters)      238.92  (feet) ADJUSTED
 EJ0210  ______________________________________________________________________
 EJ0210  GEOID HEIGHT    -        -26.487 (meters)                     GEOID18
 EJ0210  DYNAMIC HEIGHT  -         72.756 (meters)      238.70  (feet) COMP
 EJ0210  MODELED GRAVITY -    979,703.4   (mgal)                       NAVD 88
 EJ0210
 EJ0210  VERT ORDER      -  SECOND    CLASS 0
 EJ0210
 EJ0210.The horizontal coordinates were scaled from a map and have
 EJ0210.an estimated accuracy of +/- 6 seconds.
 EJ0210
 EJ0210.The orthometric height was determined by differential leveling and
 EJ0210.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0210.in June 1991.
 EJ0210
 EJ0210.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0210.GEOID18 height accuracy estimate available here.
 EJ0210
 EJ0210.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU842375(NAD 83)
 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
 EJ0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0210.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0210
 EJ0210_MARKER: DD = SURVEY DISK
 EJ0210_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0210_STAMPING: FAF 1934
 EJ0210_MARK LOGO: CGS+SS
 EJ0210_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0210
 EJ0210  HISTORY     - Date     Condition        Report By
 EJ0210  HISTORY     - 1934     MONUMENTED       ARGS
 EJ0210  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0210
 EJ0210                          STATION DESCRIPTION
 EJ0210
 EJ0210'DESCRIBED BY ARKANSAS 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0211 ***********************************************************************
 EJ0211  DESIGNATION -  FAG
 EJ0211  PID         -  EJ0211
 EJ0211  STATE/COUNTY-  AR/LONOKE
 EJ0211  COUNTRY     -  US
 EJ0211  USGS QUAD   -  SCOTT (2017)
 EJ0211
 EJ0211                         *CURRENT SURVEY CONTROL
 EJ0211  ______________________________________________________________________
 EJ0211* NAD 83(1986) POSITION- 34 39 44.     (N) 092 04 03.     (W)   SCALED
 EJ0211* NAVD 88 ORTHO HEIGHT -    72.651 (meters)      238.36  (feet) ADJUSTED
 EJ0211  ______________________________________________________________________
 EJ0211  GEOID HEIGHT    -        -26.457 (meters)                     GEOID18
 EJ0211  DYNAMIC HEIGHT  -         72.583 (meters)      238.13  (feet) COMP
 EJ0211  MODELED GRAVITY -    979,702.7   (mgal)                       NAVD 88
 EJ0211
 EJ0211  VERT ORDER      -  SECOND    CLASS 0
 EJ0211
 EJ0211.The horizontal coordinates were scaled from a map and have
 EJ0211.an estimated accuracy of +/- 6 seconds.
 EJ0211
 EJ0211.The orthometric height was determined by differential leveling and
 EJ0211.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0211.in June 1991.
 EJ0211
 EJ0211.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0211.GEOID18 height accuracy estimate available here.
 EJ0211
 EJ0211.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU854359(NAD 83)
 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
 EJ0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0211.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0211
 EJ0211_MARKER: DD = SURVEY DISK
 EJ0211_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0211_STAMPING: FAG 1934
 EJ0211_MARK LOGO: CGS+SS
 EJ0211_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0211
 EJ0211  HISTORY     - Date     Condition        Report By
 EJ0211  HISTORY     - 1934     MONUMENTED       ARGS
 EJ0211  HISTORY     - 198412   MARK NOT FOUND   USGS
 EJ0211  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0211
 EJ0211                          STATION DESCRIPTION
 EJ0211
 EJ0211'DESCRIBED BY ARKANSAS 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 = MARCH 20, 2026 22:17:28 EDT
 DE9664 ***********************************************************************
 DE9664  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9664  DESIGNATION -  FAIR LDG
 DE9664  PID         -  DE9664
 DE9664  STATE/COUNTY-  AR/PHILLIPS
 DE9664  COUNTRY     -  US
 DE9664  USGS QUAD   -  ELAINE (2017)
 DE9664
 DE9664                         *CURRENT SURVEY CONTROL
 DE9664  ______________________________________________________________________
 DE9664* NAD 83(2011) POSITION- 34 15 25.88808(N) 090 50 35.64310(W)   ADJUSTED
 DE9664* NAD 83(2011) ELLIP HT-    32.139 (meters)        (06/27/12)   ADJUSTED
 DE9664* NAD 83(2011) EPOCH   -  2010.00
 DE9664* NAVD 88 ORTHO HEIGHT -    58.92  (meters)      193.3   (feet) GPS OBS
 DE9664  ______________________________________________________________________
 DE9664  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DE9664  GEOID HEIGHT    -        -26.726 (meters)                     GEOID03
 DE9664  GEOID HEIGHT    -        -26.784 (meters)                     GEOID18
 DE9664  NAD 83(2011) X  -    -77,664.032 (meters)                     COMP
 DE9664  NAD 83(2011) Y  - -5,276,707.227 (meters)                     COMP
 DE9664  NAD 83(2011) Z  -  3,570,080.260 (meters)                     COMP
 DE9664  LAPLACE CORR    -         -0.11  (seconds)                    DEFLEC18
 DE9664
 DE9664  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE9664  Standards:
 DE9664         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE9664            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE9664  -------------------------------------------------------------------
 DE9664  NETWORK    0.90   1.41           0.42   0.29   0.72      0.09694946
 DE9664  -------------------------------------------------------------------
 DE9664  Click here for local accuracies and other accuracy information.
 DE9664
 DE9664.The horizontal coordinates were established by GPS observations
 DE9664.and adjusted by the National Geodetic Survey in June 2012.
 DE9664
 DE9664.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE9664.been affixed to the stable North American tectonic plate. See 
 DE9664.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE9664
 DE9664.The horizontal coordinates are valid at the epoch date displayed above
 DE9664.which is a decimal equivalence of Year/Month/Day.
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9664.GEOID18 height accuracy estimate available here.
 DE9664
 DE9664.Click photographs - Photos may exist for this station.
 DE9664
 DE9664.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9664
 DE9664.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE9664
 DE9664.The ellipsoidal height was determined by GPS observations
 DE9664.and is referenced to NAD 83.
 DE9664
 DE9664. The following values were computed from the NAD 83(2011) position.
 DE9664
 DE9664;                    North         East     Units Scale Factor Converg.
 DE9664;SPC AR S     -   577,011.294   506,534.256   MT  0.99992600   +0 38 50.8
 DE9664;SPC AR S     - 1,893,077.89  1,661,854.47   sFT  0.99992600   +0 38 50.8
 DE9664;UTM  15      - 3,792,777.987   698,587.692   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  =   0.99992096
 DE9664!UTM  15      -   0.99999495  x   1.00008615  =   1.00008110
 DE9664
 DE9664_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT9858792777(NAD 83)
 DE9664
 DE9664                          SUPERSEDED SURVEY CONTROL
 DE9664
 DE9664  NAD 83(2007)-  34 15 25.88807(N)    090 50 35.64407(W) AD(2002.00) 0
 DE9664  ELLIP H (02/10/07)   32.160  (m)                       GP(2002.00)    
 DE9664  NAD 83(1997)-  34 15 25.88780(N)    090 50 35.64356(W) AD(       ) 1
 DE9664  ELLIP H (01/24/03)   32.151  (m)                       GP(       ) 2 2
 DE9664  NAVD 88 (01/24/03)   58.93   (m)  GEOID99  model used  GPS OBS        
 DE9664
 DE9664.Superseded values are not recommended for survey control.
 DE9664
 DE9664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9664.See file dsdata.pdf to determine how the superseded data were derived.
 DE9664
 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: USACEM
 DE9664_PROJECTION: RECESSED 30 CENTIMETERS
 DE9664_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9664_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE9664_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9664+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2009
 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  HISTORY     - 20090811 GOOD             USACE
 DE9664
 DE9664                          STATION DESCRIPTION
 DE9664
 DE9664'DESCRIBED BY 3001, INC 2001 (KWC)
 DE9664'THIS THE STATION IS LOCATED IN ELAINE, AR. (PHILIPS COUNTY), 9.10
 DE9664'MILES SOUTH OF WAHASH, AR., 3.5 MILES SOUTH-SOUTHEAST OF ELAINE, AR.,
 DE9664'6.7 MILES EAST-NORTHEAST OF MELLWOOD, AR.
 DE9664'
 DE9664'TO REACH THE STATION FROM THE INTERSECTION OF HWY 20 AND HWY 44 IN
 DE9664'ELAINE, AR, PROCEED SOUTH ALONG HWY 44 FOR 1.75 MILES TO PHILLIPS
 DE9664'COUNTY ROAD 507, TURN LEFT AND PROCEED ALONG P.C. 507 FOR 1 MILE TO
 DE9664'P.C. 506, TURN LEFT AND PROCEED EAST ON P.C. RD 506 FOR 1.4 MILES TO
 DE9664'THE TOP OF LEVEE.  TURN RIGHT AND PROCEED ALONG TOP OF LEVEE FOR 0.85
 DE9664'MILES AND THE 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 GAGE REF 2001, 1.0 FEET BELOW GROUND.  THE MARK
 DE9664'IS 21.8 FEET NORTH OF PP 7R32, 22 FEET SOUTH OF INTERSECTION OF
 DE9664'CENTERLINE OF LEVEE AND CENTERLINE SPUR LEVEE ROADS.
 DE9664
 DE9664                          STATION RECOVERY (2009)
 DE9664
 DE9664'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2009 (JMH)
 DE9664'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1814 ***********************************************************************
 FF1814  DESIGNATION -  FAIR OAKS RICE GROWERS ELEV
 FF1814  PID         -  FF1814
 FF1814  STATE/COUNTY-  AR/CROSS
 FF1814  COUNTRY     -  US
 FF1814  USGS QUAD   -  FAIR OAKS (2017)
 FF1814
 FF1814                         *CURRENT SURVEY CONTROL
 FF1814  ______________________________________________________________________
 FF1814* NAD 83(1997) POSITION- 35 14 44.10448(N) 091 01 49.24116(W)   ADJUSTED
 FF1814  ______________________________________________________________________
 FF1814  GEOID HEIGHT    -        -27.249 (meters)                     GEOID18
 FF1814  LAPLACE CORR    -          0.61  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1814.GEOID18 height accuracy estimate available here.
 FF1814
 FF1814.Click photographs - Photos may exist for this station.
 FF1814
 FF1814.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1814
 FF1814. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV7920702056(NAD 83)
 FF1814
 FF1814                          SUPERSEDED SURVEY CONTROL
 FF1814
 FF1814  NAD 83(1986)-  35 14 44.11369(N)    091 01 49.23847(W) AD(       ) 3
 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
 FF1814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1814.See file dsdata.pdf to determine how the superseded data were derived.
 FF1814
 FF1814_MARKER: 65 = GRAIN ELEVATOR
 FF1814_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1814+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2011
 FF1814
 FF1814  HISTORY     - Date     Condition        Report By
 FF1814  HISTORY     - 1954     FIRST OBSERVED   CGS
 FF1814  HISTORY     - 20030322 GOOD             GEOCAC
 FF1814  HISTORY     - 20110610 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.
 FF1814
 FF1814                          STATION RECOVERY (2011)
 FF1814
 FF1814'RECOVERY NOTE BY GEOCACHING 2011 (JA)
 FF1814'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL1422 ***********************************************************************
 DL1422  DESIGNATION -  FAIRVIEW
 DL1422  PID         -  DL1422
 DL1422  STATE/COUNTY-  AR/DALLAS
 DL1422  COUNTRY     -  US
 DL1422  USGS QUAD   -  SPARKMAN NW (2017)
 DL1422
 DL1422                         *CURRENT SURVEY CONTROL
 DL1422  ______________________________________________________________________
 DL1422* NAD 83(1997) POSITION- 33 58 35.01977(N) 092 54 22.80888(W)   ADJUSTED
 DL1422* NAVD 88 ORTHO HEIGHT -    58.1   (meters)      191.    (feet) VERTCON3
 DL1422  ______________________________________________________________________
 DL1422  GEOID HEIGHT    -        -26.522 (meters)                     GEOID18
 DL1422  LAPLACE CORR    -          1.96  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1422.GEOID18 height accuracy estimate available here.
 DL1422
 DL1422.Click photographs - Photos may exist for this station.
 DL1422
 DL1422.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1422
 DL1422. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 DL1422:SPC AR S     -  FAIRVIEW AZ MK                           182 33 42.2
 DL1422:UTM  15      -  FAIRVIEW AZ MK                           182 00 07.6
 DL1422
 DL1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT0865259542(NAD 83)
 DL1422
 DL1422|---------------------------------------------------------------------|
 DL1422| PID    Reference Object                     Distance      Geod. Az  |
 DL1422|                                                           dddmmss.s |
 DL1422| DQ4534 FAIRVIEW RM 1                        24.263 METERS 06328     |
 DL1422| DQ4535 FAIRVIEW RM 2                        25.055 METERS 16454     |
 DL1422| CY6029 FAIRVIEW AZ MK                                     1820316.0 |
 DL1422|---------------------------------------------------------------------|
 DL1422
 DL1422                          SUPERSEDED SURVEY CONTROL
 DL1422
 DL1422  NAD 83(1993)-  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
 DL1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1422.See file dsdata.pdf to determine how the superseded data were derived.
 DL1422
 DL1422_MARKER: DS = TRIANGULATION STATION DISK
 DL1422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1422_STAMPING: FAIRVIEW 1957
 DL1422_MARK LOGO: CGS
 DL1422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1422+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0831 ***********************************************************************
 GF0831  DESIGNATION -  FAIRWELL
 GF0831  PID         -  GF0831
 GF0831  STATE/COUNTY-  AR/CARROLL
 GF0831  COUNTRY     -  US
 GF0831  USGS QUAD   -  BLUE EYE (2017)
 GF0831
 GF0831                         *CURRENT SURVEY CONTROL
 GF0831  ______________________________________________________________________
 GF0831* NAD 83(1997) POSITION- 36 23 34.68063(N) 093 22 58.37731(W)   ADJUSTED
 GF0831* NAVD 88 ORTHO HEIGHT -   212.    (meters)      696.    (feet) SCALED
 GF0831  ______________________________________________________________________
 GF0831  GEOID HEIGHT    -        -28.352 (meters)                     GEOID18
 GF0831  LAPLACE CORR    -         -0.77  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0831.GEOID18 height accuracy estimate available here.
 GF0831
 GF0831.Click photographs - Photos may exist for this station.
 GF0831
 GF0831.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0831
 GF0831. The following values were computed from the NAD 83(1997) position.
 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  =   1.00000662
 GF0831!SPC MO C     -   0.99997116  x   1.00001060  =   0.99998176
 GF0831!UTM  15      -   0.99997116  x   0.99961453  =   0.99958570
 GF0831
 GF0831:                Primary Azimuth Mark                     Grid Az
 GF0831:SPC AR N     -  FAIRWELL AZ MK 3                         091 57 54.5
 GF0831:SPC MO C     -  FAIRWELL AZ MK 3                         091 41 03.5
 GF0831:UTM  15      -  FAIRWELL AZ MK 3                         091 23 15.4
 GF0831
 GF0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA6566327603(NAD 83)
 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(1993)-  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
 GF0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0831.See file dsdata.pdf to determine how the superseded data were derived.
 GF0831
 GF0831_MARKER: DS = TRIANGULATION STATION DISK
 GF0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0831_STAMPING: FAIRWELL 1961
 GF0831_MARK LOGO: CGS
 GF0831_PROJECTION: FLUSH
 GF0831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0831+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1442 ***********************************************************************
 DL1442  DESIGNATION -  FALCON
 DL1442  PID         -  DL1442
 DL1442  STATE/COUNTY-  AR/NEVADA
 DL1442  COUNTRY     -  US
 DL1442  USGS QUAD   -  BODCAW (2017)
 DL1442
 DL1442                         *CURRENT SURVEY CONTROL
 DL1442  ______________________________________________________________________
 DL1442* NAD 83(1997) POSITION- 33 30 13.13553(N) 093 24 41.61968(W)   ADJUSTED
 DL1442* NAVD 88 ORTHO HEIGHT -   135.32  (+/-2cm)      444.0   (feet) VERTCON3
 DL1442  ______________________________________________________________________
 DL1442  GEOID HEIGHT    -        -26.741 (meters)                     GEOID18
 DL1442  LAPLACE CORR    -          1.23  (seconds)                    DEFLEC18
 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
 DL1442.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1442.GEOID18 height accuracy estimate available here.
 DL1442
 DL1442.The vertical order pertains to the NGVD 29 superseded value.
 DL1442
 DL1442.Click photographs - Photos may exist for this station.
 DL1442
 DL1442.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1442
 DL1442. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT6177307199(NAD 83)
 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(1993)-  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             135.34   (m)          444.0    (f) LEVELING    3  
 DL1442
 DL1442.Superseded values are not recommended for survey control.
 DL1442
 DL1442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1442.See file dsdata.pdf to determine how the superseded data were derived.
 DL1442
 DL1442_MARKER: DS = TRIANGULATION STATION DISK
 DL1442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1442_STAMPING: FALCON 1950
 DL1442_MARK LOGO: CGS
 DL1442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1442+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DM1167 ***********************************************************************
 DM1167  DESIGNATION -  FALLS
 DM1167  PID         -  DM1167
 DM1167  STATE/COUNTY-  AR/SEVIER
 DM1167  COUNTRY     -  US
 DM1167  USGS QUAD   -  FALLS CHAPEL (2017)
 DM1167
 DM1167                         *CURRENT SURVEY CONTROL
 DM1167  ______________________________________________________________________
 DM1167* NAD 83(1997) POSITION- 33 51 39.23979(N) 094 09 56.62926(W)   ADJUSTED
 DM1167* NAVD 88 ORTHO HEIGHT -   145.50  (+/-2cm)      477.4   (feet) VERTCON3
 DM1167  ______________________________________________________________________
 DM1167  GEOID HEIGHT    -        -27.321 (meters)                     GEOID18
 DM1167  LAPLACE CORR    -          0.89  (seconds)                    DEFLEC18
 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
 DM1167.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1167.GEOID18 height accuracy estimate available here.
 DM1167
 DM1167.The vertical order pertains to the NGVD 29 superseded value.
 DM1167
 DM1167.Click photographs - Photos may exist for this station.
 DM1167
 DM1167.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM1167
 DM1167. The following values were computed from the NAD 83(1997) position.
 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     -  FALLS AZ MK RESET                        152 01 16.2
 DM1167:UTM  15      -  FALLS AZ MK RESET                        151 27 31.0
 DM1167
 DM1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT9216947344(NAD 83)
 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(1993)-  33 51 39.24460(N)    094 09 56.62616(W) AD(       ) 1
 DM1167  NAD 83(1993)-  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             145.48   (m)          477.3    (f) LEVELING    3  
 DM1167
 DM1167.Superseded values are not recommended for survey control.
 DM1167
 DM1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1167.See file dsdata.pdf to determine how the superseded data were derived.
 DM1167
 DM1167_MARKER: DS = TRIANGULATION STATION DISK
 DM1167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1167_STAMPING: FALLS 1930
 DM1167_MARK LOGO: CGS
 DM1167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1167+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DQ3520 ***********************************************************************
 DQ3520  DESIGNATION -  FANCHER
 DQ3520  PID         -  DQ3520
 DQ3520  STATE/COUNTY-  AR/VAN BUREN
 DQ3520  COUNTRY     -  US
 DQ3520  USGS QUAD   -  CLINTON (2017)
 DQ3520
 DQ3520                         *CURRENT SURVEY CONTROL
 DQ3520  ______________________________________________________________________
 DQ3520* NAD 83(1986) POSITION- 35 35 33.91   (N) 092 27 39.45   (W)   HD_HELD1
 DQ3520* NAVD 88 ORTHO HEIGHT -   167.174 (meters)      548.47  (feet) ADJUSTED
 DQ3520  ______________________________________________________________________
 DQ3520  GEOID HEIGHT    -        -27.949 (meters)                     GEOID18
 DQ3520  DYNAMIC HEIGHT  -        167.022 (meters)      547.97  (feet) COMP
 DQ3520  MODELED GRAVITY -    979,724.0   (mgal)                       NAVD 88
 DQ3520
 DQ3520  VERT ORDER      -  SECOND    CLASS I
 DQ3520
 DQ3520.The horizontal coordinates were determined by differentially corrected
 DQ3520.hand held GPS observations or other comparable positioning techniques
 DQ3520.and have an estimated accuracy of +/- 3 meters.
 DQ3520
 DQ3520.The orthometric height was determined by differential leveling and
 DQ3520.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3520.in January 2017.
 DQ3520
 DQ3520.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3520.GEOID18 height accuracy estimate available here.
 DQ3520
 DQ3520.Click photographs - Photos may exist for this station.
 DQ3520
 DQ3520.The dynamic height is computed by dividing the NAVD 88
 DQ3520.geopotential number by the normal gravity value computed on the
 DQ3520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3520.degrees latitude (g = 980.6199 gals.).
 DQ3520
 DQ3520.The modeled gravity was interpolated from observed gravity values.
 DQ3520
 DQ3520;                    North         East    Units  Estimated Accuracy
 DQ3520;SPC AR N     -   139,819.6     358,228.5     MT  (+/- 3 meters HH1 GPS) 
 DQ3520
 DQ3520_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV4883138914(NAD 83)
 DQ3520
 DQ3520                          SUPERSEDED SURVEY CONTROL
 DQ3520
 DQ3520.No superseded survey control is available for this station.
 DQ3520
 DQ3520_MARKER: DH = HORIZONTAL CONTROL DISK
 DQ3520_SETTING: 66 = SET IN ROCK OUTCROP
 DQ3520_STAMPING: FANCHER 2015
 DQ3520_MARK LOGO: NGS
 DQ3520_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ3520_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DQ3520+STABILITY: POSITION/ELEVATION WELL
 DQ3520_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3520+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2025
 DQ3520
 DQ3520  HISTORY     - Date     Condition        Report By
 DQ3520  HISTORY     - 20151008 MONUMENTED       ARHD
 DQ3520  HISTORY     - 20190529 GOOD             NGS
 DQ3520  HISTORY     - 20250723 GOOD             ARHD
 DQ3520
 DQ3520                          STATION DESCRIPTION
 DQ3520
 DQ3520'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 DQ3520'THE STATION IS LOCATED ABOUT 9.1 MI (14.6 KM) WEST-SOUTHWEST OF
 DQ3520'SHIRLEY, 8.0 MI (12.9 KM) SOUTH-SOUTHEAST OF BOTKINBURG AND IN THE
 DQ3520'TOWN OF CLINTON, AR.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ3520'
 DQ3520'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 65B AND CITY STREET
 DQ3520'MAIN STREET, GO WEST ON MAIN STREET FOR 0.1 MI (0.2 KM) TO THE STATION
 DQ3520'ON THE LEFT, IN A ROCK OUTCROP.
 DQ3520'
 DQ3520'IT IS 40 FT (12.2 M) EAST OF THE INTERSECTIONS OF OAK STREET AND PATE
 DQ3520'STREET, 37 FT (11.3 M) NORTH OF A 24 INCH (61 CM) CONCRETE PIPE AND 2
 DQ3520'FT (0.6 M) WEST OF THE DITCH CENTERLINE.
 DQ3520
 DQ3520                          STATION RECOVERY (2019)
 DQ3520
 DQ3520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2019 (BW)
 DQ3520'RECOVERED IN GOOD CONDITION.
 DQ3520
 DQ3520                          STATION RECOVERY (2025)
 DQ3520
 DQ3520'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2025 (WAT)
 DQ3520'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0665 ***********************************************************************
 EJ0665  DESIGNATION -  FARCE
 EJ0665  PID         -  EJ0665
 EJ0665  STATE/COUNTY-  AR/HOT SPRING
 EJ0665  COUNTRY     -  US
 EJ0665  USGS QUAD   -  MALVERN SOUTH (2017)
 EJ0665
 EJ0665                         *CURRENT SURVEY CONTROL
 EJ0665  ______________________________________________________________________
 EJ0665* NAD 83(1986) POSITION- 34 21 54.     (N) 092 48 56.     (W)   SCALED
 EJ0665* NAVD 88 ORTHO HEIGHT -    83.070 (meters)      272.54  (feet) ADJUSTED
 EJ0665  ______________________________________________________________________
 EJ0665  GEOID HEIGHT    -        -26.485 (meters)                     GEOID18
 EJ0665  DYNAMIC HEIGHT  -         82.989 (meters)      272.27  (feet) COMP
 EJ0665  MODELED GRAVITY -    979,669.4   (mgal)                       NAVD 88
 EJ0665
 EJ0665  VERT ORDER      -  FIRST     CLASS II
 EJ0665
 EJ0665.The horizontal coordinates were scaled from a map and have
 EJ0665.an estimated accuracy of +/- 6 seconds.
 EJ0665
 EJ0665.The orthometric height was determined by differential leveling and
 EJ0665.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0665.in June 1991.
 EJ0665
 EJ0665.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0665.GEOID18 height accuracy estimate available here.
 EJ0665
 EJ0665.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU169026(NAD 83)
 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
 EJ0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0665.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0665
 EJ0665_MARKER: DB = BENCH MARK DISK
 EJ0665_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0665_STAMPING: FARCE 1935
 EJ0665_MARK LOGO: CGS
 EJ0665_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0665
 EJ0665  HISTORY     - Date     Condition        Report By
 EJ0665  HISTORY     - 1935     MONUMENTED       CGS
 EJ0665  HISTORY     - 1937     GOOD             ARGS
 EJ0665  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ0665
 EJ0665                          STATION DESCRIPTION
 EJ0665
 EJ0665'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EH1706 ***********************************************************************
 EH1706  DESIGNATION -  FARELLY
 EH1706  PID         -  EH1706
 EH1706  STATE/COUNTY-  AR/JEFFERSON
 EH1706  COUNTRY     -  US
 EH1706  USGS QUAD   -  CADES (2017)
 EH1706
 EH1706                         *CURRENT SURVEY CONTROL
 EH1706  ______________________________________________________________________
 EH1706* NAD 83(1997) POSITION- 34 06 16.38023(N) 091 31 50.26296(W)   ADJUSTED
 EH1706* NAVD 88 ORTHO HEIGHT -    55.170 (meters)      181.00  (feet) ADJUSTED
 EH1706  ______________________________________________________________________
 EH1706  GEOID HEIGHT    -        -26.076 (meters)                     GEOID18
 EH1706  LAPLACE CORR    -         -1.05  (seconds)                    DEFLEC18
 EH1706  DYNAMIC HEIGHT  -         55.115 (meters)      180.82  (feet) COMP
 EH1706  MODELED GRAVITY -    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 and
 EH1706.adjusted by the NATIONAL GEODETIC SURVEY
 EH1706.in August 1993.
 EH1706
 EH1706.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1706.GEOID18 height accuracy estimate available here.
 EH1706
 EH1706.Click photographs - Photos may exist for this station.
 EH1706
 EH1706.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999543  x   0.99991922  =   0.99991465
 EH1706!UTM  15      -   0.99999543  x   0.99982644  =   0.99982187
 EH1706
 EH1706:                Primary Azimuth Mark                     Grid Az
 EH1706:SPC AR S     -  FARELLY AZ MK RESET                      304 22 27.9
 EH1706:UTM  15      -  FARELLY AZ MK RESET                      303 48 47.2
 EH1706
 EH1706_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT3553274722(NAD 83)
 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) SUPERSEDED  1 2
 EH1706  NGVD 29              55.28   (m)          181.4    (f) LEVELING    3  
 EH1706  NGVD 29 (11/26/84)   55.262  (m)          181.31   (f) ADJUSTED    1 2
 EH1706
 EH1706.Superseded values are not recommended for survey control.
 EH1706
 EH1706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1706.See file dsdata.pdf to determine how the superseded data were derived.
 EH1706
 EH1706_MARKER: DS = TRIANGULATION STATION DISK
 EH1706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1706_STAMPING: FARELLY 1940
 EH1706_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1707 ***********************************************************************
 EH1707  DESIGNATION -  FARELLY RM 1
 EH1707  PID         -  EH1707
 EH1707  STATE/COUNTY-  AR/JEFFERSON
 EH1707  COUNTRY     -  US
 EH1707  USGS QUAD   -  CADES (2017)
 EH1707
 EH1707                         *CURRENT SURVEY CONTROL
 EH1707  ______________________________________________________________________
 EH1707* NAD 83(1986) POSITION- 34 06 14.28   (N) 091 31 50.88   (W)   HD_HELD1
 EH1707* NAVD 88 ORTHO HEIGHT -    56.773 (meters)      186.26  (feet) ADJUSTED
 EH1707  ______________________________________________________________________
 EH1707  GEOID HEIGHT    -        -26.076 (meters)                     GEOID18
 EH1707  DYNAMIC HEIGHT  -         56.717 (meters)      186.08  (feet) COMP
 EH1707  MODELED GRAVITY -    979,655.0   (mgal)                       NAVD 88
 EH1707
 EH1707  VERT ORDER      -  FIRST     CLASS II
 EH1707
 EH1707.The horizontal coordinates were determined by differentially corrected
 EH1707.hand held GPS observations or other comparable positioning techniques
 EH1707.and have an estimated accuracy of +/- 3 meters.
 EH1707
 EH1707.The orthometric height was determined by differential leveling and
 EH1707.adjusted by the NATIONAL GEODETIC SURVEY
 EH1707.in August 1993.
 EH1707
 EH1707.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1707.GEOID18 height accuracy estimate available here.
 EH1707
 EH1707.Click photographs - Photos may exist for this station.
 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     -   559,513.4     443,290.4     MT  (+/- 3 meters HH1 GPS) 
 EH1707
 EH1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT3551774658(NAD 83)
 EH1707
 EH1707                          SUPERSEDED SURVEY CONTROL
 EH1707
 EH1707  NAVD 88 (06/15/91)   56.817  (m)          186.41   (f) SUPERSEDED  1 2
 EH1707  NGVD 29 (11/26/84)   56.865  (m)          186.56   (f) ADJUSTED    1 2
 EH1707
 EH1707.Superseded values are not recommended for survey control.
 EH1707
 EH1707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1707.See file dsdata.pdf to determine how the superseded data were derived.
 EH1707
 EH1707_MARKER: DR = REFERENCE MARK DISK
 EH1707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1707_STAMPING: FARELLY NO 1 1940
 EH1707_MARK LOGO: CGS
 EH1707_PROJECTION: PROJECTING 6 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1811 ***********************************************************************
 EJ1811  DESIGNATION -  FARINDALE
 EJ1811  PID         -  EJ1811
 EJ1811  STATE/COUNTY-  AR/CLEVELAND
 EJ1811  COUNTRY     -  US
 EJ1811  USGS QUAD   -  BUNN (2017)
 EJ1811
 EJ1811                         *CURRENT SURVEY CONTROL
 EJ1811  ______________________________________________________________________
 EJ1811* NAD 83(1997) POSITION- 34 02 57.07998(N) 092 24 35.29993(W)   ADJUSTED
 EJ1811* NAVD 88 ORTHO HEIGHT -    84.    (meters)      276.    (feet) SCALED
 EJ1811  ______________________________________________________________________
 EJ1811  GEOID HEIGHT    -        -26.077 (meters)                     GEOID18
 EJ1811  LAPLACE CORR    -          1.05  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1811.GEOID18 height accuracy estimate available here.
 EJ1811
 EJ1811.Click photographs - Photos may exist for this station.
 EJ1811
 EJ1811.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1811
 EJ1811. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999091  x   0.99991850  =   0.99990942
 EJ1811!UTM  15      -   0.99999091  x   0.99963658  =   0.99962750
 EJ1811
 EJ1811:                Primary Azimuth Mark                     Grid Az
 EJ1811:SPC AR S     -  TT 10 CHC                                356 52 54.6
 EJ1811:UTM  15      -  TT 10 CHC                                356 19 19.2
 EJ1811
 EJ1811_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT5447267767(NAD 83)
 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
 EJ1811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1811.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1811
 EJ1811_MARKER: DS = TRIANGULATION STATION DISK
 EJ1811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1811_STAMPING: FARINDALE 1964
 EJ1811_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1272 ***********************************************************************
 DL1272  DESIGNATION -  FARMVILLE
 DL1272  PID         -  DL1272
 DL1272  STATE/COUNTY-  AR/BRADLEY
 DL1272  COUNTRY     -  US
 DL1272  USGS QUAD   -  FARMVILLE (2017)
 DL1272
 DL1272                         *CURRENT SURVEY CONTROL
 DL1272  ______________________________________________________________________
 DL1272* NAD 83(1997) POSITION- 33 31 14.95388(N) 092 11 15.69408(W)   ADJUSTED
 DL1272* NAVD 88 ORTHO HEIGHT -    72.28  (+/-2cm)      237.1   (feet) VERTCON3
 DL1272  ______________________________________________________________________
 DL1272  GEOID HEIGHT    -        -25.951 (meters)                     GEOID18
 DL1272  LAPLACE CORR    -          1.55  (seconds)                    DEFLEC18
 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
 DL1272.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1272.GEOID18 height accuracy estimate available here.
 DL1272
 DL1272.The vertical order pertains to the NGVD 29 superseded value.
 DL1272
 DL1272.Click photographs - Photos may exist for this station.
 DL1272
 DL1272.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1272
 DL1272. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 DL1272:SPC AR S     -  FARMVILLE AZ MK RESET                    054 13 10.4
 DL1272:UTM  15      -  FARMVILLE AZ MK RESET                    053 39 57.2
 DL1272
 DL1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT7543409322(NAD 83)
 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              72.36   (m)          237.4    (f) LEVELING    3  
 DL1272
 DL1272.Superseded values are not recommended for survey control.
 DL1272
 DL1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1272.See file dsdata.pdf to determine how the superseded data were derived.
 DL1272
 DL1272_MARKER: DS = TRIANGULATION STATION DISK
 DL1272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1272_STAMPING: FARMVILLE 1952
 DL1272_MARK LOGO: CGS
 DL1272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1272+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1275 ***********************************************************************
 DL1275  DESIGNATION -  FARMVILLE RM A
 DL1275  PID         -  DL1275
 DL1275  STATE/COUNTY-  AR/BRADLEY
 DL1275  COUNTRY     -  US
 DL1275  USGS QUAD   -  FARMVILLE (2017)
 DL1275
 DL1275                         *CURRENT SURVEY CONTROL
 DL1275  ______________________________________________________________________
 DL1275* NAD 83(1997) POSITION- 33 31 15.79673(N) 092 11 15.64058(W)   ADJUSTED
 DL1275* NAVD 88 ORTHO HEIGHT -    71.84  (+/-2cm)      235.7   (feet) VERTCON3
 DL1275  ______________________________________________________________________
 DL1275  GEOID HEIGHT    -        -25.950 (meters)                     GEOID18
 DL1275  LAPLACE CORR    -          1.55  (seconds)                    DEFLEC18
 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
 DL1275.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1275.GEOID18 height accuracy estimate available here.
 DL1275
 DL1275.The vertical order pertains to the NGVD 29 superseded value.
 DL1275
 DL1275.Click photographs - Photos may exist for this station.
 DL1275
 DL1275.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1275
 DL1275. The following values were computed from the NAD 83(1997) position.
 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     -  SUMPTER                                  105 15 24.6
 DL1275:UTM  15      -  SUMPTER                                  104 42 11.5
 DL1275
 DL1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT7543509348(NAD 83)
 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              71.92   (m)          236.0    (f) LEVELING    3  
 DL1275
 DL1275.Superseded values are not recommended for survey control.
 DL1275
 DL1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1275.See file dsdata.pdf to determine how the superseded data were derived.
 DL1275
 DL1275_MARKER: DS = TRIANGULATION STATION DISK
 DL1275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1275_STAMPING: FARMVILLE RM A 1965
 DL1275_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 DQ8695 ***********************************************************************
 DQ8695  DESIGNATION -  FARRON
 DQ8695  PID         -  DQ8695
 DQ8695  STATE/COUNTY-  AR/DESHA
 DQ8695  COUNTRY     -  US
 DQ8695  USGS QUAD   -  MCGEHEE NORTH (2017)
 DQ8695
 DQ8695                         *CURRENT SURVEY CONTROL
 DQ8695  ______________________________________________________________________
 DQ8695* NAD 83(2011) POSITION- 33 42 41.09583(N) 091 26 59.70424(W)   ADJUSTED
 DQ8695* NAD 83(2011) ELLIP HT-    19.071 (meters)        (06/24/19)   ADJUSTED
 DQ8695* NAD 83(2011) EPOCH   -  2010.00
 DQ8695* NAVD 88 ORTHO HEIGHT -    45.198 (meters)      148.29  (feet) ADJUSTED
 DQ8695  ______________________________________________________________________
 DQ8695  GEOID HEIGHT    -        -26.120 (meters)                     GEOID18
 DQ8695  NAD 83(2011) X  -   -134,387.679 (meters)                     COMP
 DQ8695  NAD 83(2011) Y  - -5,309,406.420 (meters)                     COMP
 DQ8695  NAD 83(2011) Z  -  3,519,874.915 (meters)                     COMP
 DQ8695  LAPLACE CORR    -         -2.58  (seconds)                    DEFLEC18
 DQ8695  DYNAMIC HEIGHT  -         45.152 (meters)      148.14  (feet) COMP
 DQ8695  MODELED GRAVITY -    979,617.4   (mgal)                       NAVD 88
 DQ8695
 DQ8695  VERT ORDER      -  SECOND    CLASS I
 DQ8695
 DQ8695  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ8695  Standards:
 DQ8695         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ8695            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ8695  -------------------------------------------------------------------
 DQ8695  NETWORK    0.57   1.10           0.27   0.18   0.56      0.06054281
 DQ8695  -------------------------------------------------------------------
 DQ8695  Click here for local accuracies and other accuracy information.
 DQ8695
 DQ8695.The horizontal coordinates were established by GPS observations
 DQ8695.and adjusted by the ARKANSAS DEPT OF TRANS in June 2019.
 DQ8695
 DQ8695.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ8695.been affixed to the stable North American tectonic plate. See 
 DQ8695.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ8695
 DQ8695.The horizontal coordinates are valid at the epoch date displayed above
 DQ8695.which is a decimal equivalence of Year/Month/Day.
 DQ8695
 DQ8695.The orthometric height was determined by differential leveling and
 DQ8695.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8695.in July 2018.
 DQ8695
 DQ8695.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8695.GEOID18 height accuracy estimate available here.
 DQ8695
 DQ8695.Click photographs - Photos may exist for this station.
 DQ8695
 DQ8695.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ8695
 DQ8695.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ8695
 DQ8695.The ellipsoidal height was determined by GPS observations
 DQ8695.and is referenced to NAD 83.
 DQ8695
 DQ8695.The dynamic height is computed by dividing the NAVD 88
 DQ8695.geopotential number by the normal gravity value computed on the
 DQ8695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8695.degrees latitude (g = 980.6199 gals.).
 DQ8695
 DQ8695.The modeled gravity was interpolated from observed gravity values.
 DQ8695
 DQ8695. The following values were computed from the NAD 83(2011) position.
 DQ8695
 DQ8695;                    North         East     Units Scale Factor Converg.
 DQ8695;SPC AR S     -   516,012.470   450,986.832   MT  0.99993426   +0 18 28.4
 DQ8695;SPC AR S     - 1,692,950.91  1,479,612.63   sFT  0.99993426   +0 18 28.4
 DQ8695;UTM  15      - 3,731,237.575   643,635.763   MT  0.99985435   +0 51 37.7
 DQ8695
 DQ8695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ8695!SPC AR S     -   0.99999701  x   0.99993426  =   0.99993127
 DQ8695!UTM  15      -   0.99999701  x   0.99985435  =   0.99985136
 DQ8695
 DQ8695_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT4363531237(NAD 83)
 DQ8695
 DQ8695                          SUPERSEDED SURVEY CONTROL
 DQ8695
 DQ8695.No superseded survey control is available for this station.
 DQ8695
 DQ8695_MARKER: DB = BENCH MARK DISK
 DQ8695_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ8695_SP_SET: HEADWALL
 DQ8695_STAMPING: FARRON 2018
 DQ8695_MARK LOGO: ARHD
 DQ8695_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ8695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ8695+STABILITY: SURFACE MOTION
 DQ8695_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8695+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2018
 DQ8695
 DQ8695  HISTORY     - Date     Condition        Report By
 DQ8695  HISTORY     - 20180315 MONUMENTED       ARHD
 DQ8695
 DQ8695                          STATION DESCRIPTION
 DQ8695
 DQ8695'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (JDH)
 DQ8695'THE STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) WEST-NORTHWEST OF
 DQ8695'MCARTHUR, 6.4 MI (10.3 KM) NORTH-NORTHWEST OF MCGEHEE AND 4.6 MI (7.4
 DQ8695'KM) SOUTH-SOUTHEAST OF WINCHESTER.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ8695'
 DQ8695'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 277,
 DQ8695'GO NORTH ON HIGHWAY 65 FOR 124 FT (37.8 M) TO THE STATION ON THE LEFT,
 DQ8695'IN THE NORTH END OF THE WEST HEADWALL.
 DQ8695'
 DQ8695'IT IS 124 FT (37.8 M) NORTH OF INTERSECTION 65 AND HIGHWAY 277 AND 11
 DQ8695'FT (3.4 M) WEST OF HIGHWAY 65 WEST BOUND SHOULDER.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GG0642 ***********************************************************************
 GG0642  DESIGNATION -  FAY
 GG0642  PID         -  GG0642
 GG0642  STATE/COUNTY-  AR/WASHINGTON
 GG0642  COUNTRY     -  US
 GG0642  USGS QUAD   -  FAYETTEVILLE (2017)
 GG0642
 GG0642                         *CURRENT SURVEY CONTROL
 GG0642  ______________________________________________________________________
 GG0642* NAD 83(1997) POSITION- 36 00 13.30202(N) 094 10 13.20728(W)   ADJUSTED
 GG0642* NAD 83(1997) ELLIP HT-   349.399 (meters)        (09/14/99)   ADJUSTED
 GG0642* NAVD 88 ORTHO HEIGHT -   377.3   (meters)     1238.    (feet) GPS OBS
 GG0642  ______________________________________________________________________
 GG0642  NAVD 88 orthometric height was determined with an earlier geoid model
 GG0642  GEOID HEIGHT    -        -28.081 (meters)                     GEOID18
 GG0642  NAD 83(1997) X  -   -375,683.925 (meters)                     COMP
 GG0642  NAD 83(1997) Y  - -5,152,362.115 (meters)                     COMP
 GG0642  NAD 83(1997) Z  -  3,728,728.750 (meters)                     COMP
 GG0642  LAPLACE CORR    -          0.90  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0642.GEOID18 height accuracy estimate available here.
 GG0642
 GG0642.Click photographs - Photos may exist for this station.
 GG0642
 GG0642.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GG0642
 GG0642.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0642
 GG0642.The ellipsoidal height was determined by GPS observations
 GG0642.and is referenced to NAD 83.
 GG0642
 GG0642. The following values were computed from the NAD 83(1997) position.
 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     -   0.99994517  x   0.99996266  =   0.99990783
 GG0642!UTM  15      -   0.99994517  x   0.99973708  =   0.99968226
 GG0642
 GG0642:                Primary Azimuth Mark                     Grid Az
 GG0642:SPC AR N     -  FAYETTEVILLE MUN APT ARP STA BCN         163 00 52.6
 GG0642:UTM  15      -  FAYETTEVILLE MUN APT ARP STA BCN         162 26 23.0
 GG0642
 GG0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9452384991(NAD 83)
 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(1993)-  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             377.27   (m)         1237.8    (f) LEVELING    3  
 GG0642  NGVD 29 (07/19/86)  377.3    (m)         1238.     (f) VERT ANG       
 GG0642
 GG0642.Superseded values are not recommended for survey control.
 GG0642
 GG0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0642.See file dsdata.pdf to determine how the superseded data were derived.
 GG0642
 GG0642_MARKER: DS = TRIANGULATION STATION DISK
 GG0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0642_STAMPING: FAY 1971
 GG0642_MARK LOGO: CGS
 GG0642_PROJECTION: RECESSED 3 CENTIMETERS
 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       NGS
 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  HISTORY     - 20071219 MARK NOT FOUND   INDIV
 GG0642
 GG0642                          STATION DESCRIPTION
 GG0642
 GG0642'DESCRIBED BY NATIONAL 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.
 GG0642
 GG0642                          STATION RECOVERY (2007)
 GG0642
 GG0642'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (DLM)
 GG0642'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GG0088 ***********************************************************************
 GG0088  DESIGNATION -  FAYETTEVILLE
 GG0088  PID         -  GG0088
 GG0088  STATE/COUNTY-  AR/WASHINGTON
 GG0088  COUNTRY     -  US
 GG0088  USGS QUAD   -  FAYETTEVILLE (2017)
 GG0088
 GG0088                         *CURRENT SURVEY CONTROL
 GG0088  ______________________________________________________________________
 GG0088* NAD 83(1986) POSITION- 36 04 01.92   (N) 094 10 14.10   (W)   HD_HELD1
 GG0088* NAVD 88 ORTHO HEIGHT -   435.181 (meters)     1427.76  (feet) ADJUSTED
 GG0088  ______________________________________________________________________
 GG0088  GEOID HEIGHT    -        -28.076 (meters)                     GEOID18
 GG0088  DYNAMIC HEIGHT  -        434.791 (meters)     1426.48  (feet) COMP
 GG0088  MODELED GRAVITY -    979,721.6   (mgal)                       NAVD 88
 GG0088
 GG0088  VERT ORDER      -  FIRST     CLASS II
 GG0088
 GG0088.The horizontal coordinates were determined by differentially corrected
 GG0088.hand held GPS observations or other comparable positioning techniques
 GG0088.and have an estimated accuracy of +/- 3 meters.
 GG0088
 GG0088.The orthometric height was determined by differential leveling and
 GG0088.adjusted by the NATIONAL GEODETIC SURVEY
 GG0088.in February 2014.
 GG0088
 GG0088.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0088.GEOID18 height accuracy estimate available here.
 GG0088
 GG0088.Click photographs - Photos may exist for this station.
 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     -   194,517.0     204,479.8     MT  (+/- 3 meters HH1 GPS) 
 GG0088
 GG0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9458592035(NAD 83)
 GG0088
 GG0088                          SUPERSEDED SURVEY CONTROL
 GG0088
 GG0088  NAVD 88 (06/15/91)  435.182  (m)         1427.76   (f) SUPERSEDED  1 2
 GG0088  NGVD 29 (10/05/93)  435.018  (m)         1427.22   (f) ADJUSTED    1 2
 GG0088  NGVD 29 (??/??/92)  435.011  (m)         1427.20   (f) SUPERSEDED  1 2
 GG0088
 GG0088.Superseded values are not recommended for survey control.
 GG0088
 GG0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0088.See file dsdata.pdf to determine how the superseded data were derived.
 GG0088
 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_MAGNETIC: N = NO MAGNETIC MATERIAL
 GG0088_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0088_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GG0088+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2013
 GG0088
 GG0088  HISTORY     - Date     Condition        Report By
 GG0088  HISTORY     - 1932     MONUMENTED       CGS
 GG0088  HISTORY     - 1960     GOOD             CGS
 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  HISTORY     - 20090601 GOOD             GEOCAC
 GG0088  HISTORY     - 20130131 GOOD             ARHD
 GG0088
 GG0088                          STATION DESCRIPTION
 GG0088
 GG0088'DESCRIBED BY COAST AND 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.
 GG0088
 GG0088                          STATION RECOVERY (2009)
 GG0088
 GG0088'RECOVERY NOTE BY GEOCACHING 2009 (JA)
 GG0088'RECOVERED IN GOOD CONDITION.
 GG0088
 GG0088                          STATION RECOVERY (2013)
 GG0088
 GG0088'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (JDH)
 GG0088'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 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  COUNTRY     -  US
 DH7119  USGS QUAD   -  FAYETTEVILLE (2017)
 DH7119
 DH7119                         *CURRENT SURVEY CONTROL
 DH7119  ______________________________________________________________________
 DH7119* NAD 83(2011) POSITION- 36 06 56.85166(N) 094 10 48.13544(W)   ADJUSTED
 DH7119* NAD 83(2011) ELLIP HT-   350.724 (meters)        (04/??/25)   ADJUSTED
 DH7119* NAD 83(2011) EPOCH   -  2010.00
 DH7119* NAVD 88 ORTHO HEIGHT -   378.812 (meters)     1242.82  (feet) ADJUSTED
 DH7119  ______________________________________________________________________
 DH7119  GEOID HEIGHT    -        -28.090 (meters)                     GEOID18
 DH7119  NAD 83(2011) X  -   -376,022.779 (meters)                     COMP
 DH7119  NAD 83(2011) Y  - -5,144,997.024 (meters)                     COMP
 DH7119  NAD 83(2011) Z  -  3,738,785.256 (meters)                     COMP
 DH7119  VERT ORDER      -  FIRST     CLASS II
 DH7119
 DH7119  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH7119  Standards:
 DH7119         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH7119            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH7119  -------------------------------------------------------------------
 DH7119  NETWORK    0.26   0.48           0.12   0.07   0.25     -0.44485600
 DH7119  -------------------------------------------------------------------
 DH7119
 DH7119.The coordinates were established by GPS observations
 DH7119.and adjusted by the National Geodetic Survey in April 2025.
 DH7119
 DH7119.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH7119.been affixed to the stable North American Tectonic Plate. 
 DH7119
 DH7119.The coordinates are valid at the epoch date displayed above
 DH7119.which is a decimal equivalence of Year/Month/Day.
 DH7119
 DH7119.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DH7119.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DH7119.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DH7119.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DH7119.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DH7119.published epoch of 2010.00.
 DH7119
 DH7119.Additional information on MYCS is available at:
 DH7119.https://geodesy.noaa.gov/CORS/index.shtml
 DH7119
 DH7119.The orthometric height was determined by differential leveling and
 DH7119.adjusted by the NATIONAL GEODETIC SURVEY
 DH7119.in February 2014.
 DH7119
 DH7119.No vertical observational check was made to the station.
 DH7119
 DH7119.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH7119.GEOID18 height accuracy estimate available here.
 DH7119
 DH7119.The PID for the CORS L1 Phase Center is DR3586.
 DH7119
 DH7119.Click photographs - Photos may exist for this station.
 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 following values were computed from the NAD 83(2011) position.
 DH7119
 DH7119;                    North         East     Units Scale Factor Converg.
 DH7119;SPC AR N     -   199,926.164   203,747.695   MT  0.99997888   -1 16 06.8
 DH7119;SPC AR N     -   655,924.42    668,462.23   sFT  0.99997888   -1 16 06.8
 DH7119;UTM  15      - 3,997,436.276   393,799.395   MT  0.99973897   -0 41 44.2
 DH7119
 DH7119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7119!SPC AR N     -   0.99994496  x   0.99997888  =   0.99992384
 DH7119!UTM  15      -   0.99994496  x   0.99973897  =   0.99968394
 DH7119
 DH7119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9379997436(NAD 83)
 DH7119
 DH7119                          SUPERSEDED SURVEY CONTROL
 DH7119
 DH7119  NAD 83(2011)-  36 06 56.85180(N)    094 10 48.13561(W) AD(2010.00) c
 DH7119  ELLIP H (06/??/19)  350.695  (m)                       GP(2010.00) c c
 DH7119  NAD 83(2011)-  36 06 56.85177(N)    094 10 48.13568(W) AD(2010.00) c
 DH7119  NAD 83(2011)-  36 06 56.85182(N)    094 10 48.13555(W) AD(2010.00) c
 DH7119  ELLIP H (08/??/11)  350.695  (m)                       GP(2010.00) c c
 DH7119  NAD 83(CORS)-  36 06 56.85173(N)    094 10 48.13582(W) AD(2002.00) c
 DH7119  ELLIP H (11/??/05)  350.705  (m)                       GP(2002.00) c c
 DH7119
 DH7119.Superseded values are not recommended for survey control.
 DH7119
 DH7119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH7119.See file dsdata.pdf to determine how the superseded data were derived.
 DH7119
 DH7119_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH7119_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH7119
 DH7119                          STATION DESCRIPTION
 DH7119
 DH7119'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DH7119'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DH7119'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DH7119'AND LOG FILES ACCESSIBLE AT:
 DH7119'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GG0640 ***********************************************************************
 GG0640  DESIGNATION -  FAYETTEVILLE E MUN TANK
 GG0640  PID         -  GG0640
 GG0640  STATE/COUNTY-  AR/WASHINGTON
 GG0640  COUNTRY     -  US
 GG0640  USGS QUAD   -  FAYETTEVILLE (2017)
 GG0640
 GG0640                         *CURRENT SURVEY CONTROL
 GG0640  ______________________________________________________________________
 GG0640* NAD 83(1997) POSITION- 36 03 47.42272(N) 094 08 38.23747(W)   ADJUSTED
 GG0640  ______________________________________________________________________
 GG0640  GEOID HEIGHT    -        -28.058 (meters)                     GEOID18
 GG0640  LAPLACE CORR    -          0.84  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0640.GEOID18 height accuracy estimate available here.
 GG0640
 GG0640.Click photographs - Photos may exist for this station.
 GG0640
 GG0640.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0640
 GG0640. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9697891560(NAD 83)
 GG0640
 GG0640                          SUPERSEDED SURVEY CONTROL
 GG0640
 GG0640  NAD 83(1993)-  36 03 47.43357(N)    094 08 38.23776(W) AD(       ) 3
 GG0640  NAD 83(1986)-  36 03 47.43233(N)    094 08 38.23740(W) AD(       ) 3
 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
 GG0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0640.See file dsdata.pdf to determine how the superseded data were derived.
 GG0640
 GG0640_MARKER: 53 = ELEVATED TANK
 GG0640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0640+SATELLITE: SATELLITE OBSERVATIONS - November 24, 2010
 GG0640
 GG0640  HISTORY     - Date     Condition        Report By
 GG0640  HISTORY     - 1971     FIRST OBSERVED   NGS
 GG0640  HISTORY     - 19961102 GOOD             USPSQD
 GG0640  HISTORY     - 20050330 GOOD             GEOCAC
 GG0640  HISTORY     - 20101124 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.
 GG0640
 GG0640                          STATION RECOVERY (2010)
 GG0640
 GG0640'RECOVERY NOTE BY GEOCACHING 2010 (JA)
 GG0640'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GG0638 ***********************************************************************
 GG0638  DESIGNATION -  FAYETTEVILLE MAG STA
 GG0638  PID         -  GG0638
 GG0638  STATE/COUNTY-  AR/WASHINGTON
 GG0638  COUNTRY     -  US
 GG0638  USGS QUAD   -  FAYETTEVILLE (2017)
 GG0638
 GG0638                         *CURRENT SURVEY CONTROL
 GG0638  ______________________________________________________________________
 GG0638* NAD 83(1997) POSITION- 36 04 00.77621(N) 094 10 11.71681(W)   ADJUSTED
 GG0638* NAVD 88 ORTHO HEIGHT -   428.231 (meters)     1404.95  (feet) ADJUSTED
 GG0638  ______________________________________________________________________
 GG0638  GEOID HEIGHT    -        -28.075 (meters)                     GEOID18
 GG0638  LAPLACE CORR    -          1.50  (seconds)                    DEFLEC18
 GG0638  DYNAMIC HEIGHT  -        427.847 (meters)     1403.69  (feet) COMP
 GG0638  MODELED GRAVITY -    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 and
 GG0638.adjusted by the NATIONAL GEODETIC SURVEY
 GG0638.in June 1991.
 GG0638
 GG0638.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0638.GEOID18 height accuracy estimate available here.
 GG0638
 GG0638.Click photographs - Photos may exist for this station.
 GG0638
 GG0638.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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     -   0.99993720  x   0.99997133  =   0.99990853
 GG0638!UTM  15      -   0.99993720  x   0.99973677  =   0.99967399
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9464492000(NAD 83)
 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(1993)-  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
 GG0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0638.See file dsdata.pdf to determine how the superseded data were derived.
 GG0638
 GG0638_MARKER: DM = MAGNETIC STATION DISK
 GG0638_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GG0638_MARK LOGO: CGS
 GG0638_PROJECTION: FLUSH
 GG0638_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 GG0638_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0638_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0638+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2013
 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  HISTORY     - 20101005 GOOD             GEOCAC
 GG0638  HISTORY     - 20130131 GOOD             ARHD
 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.
 GG0638
 GG0638                          STATION RECOVERY (2010)
 GG0638
 GG0638'RECOVERY NOTE BY GEOCACHING 2010 (JA)
 GG0638'RECOVERED IN GOOD CONDITION.
 GG0638
 GG0638                          STATION RECOVERY (2013)
 GG0638
 GG0638'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (JDH)
 GG0638'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GG0532 ***********************************************************************
 GG0532  DESIGNATION -  FAYETTEVILLE MUN APT ARP
 GG0532  PID         -  GG0532
 GG0532  STATE/COUNTY-  AR/WASHINGTON
 GG0532  COUNTRY     -  US
 GG0532  USGS QUAD   -  FAYETTEVILLE (2017)
 GG0532
 GG0532                         *CURRENT SURVEY CONTROL
 GG0532  ______________________________________________________________________
 GG0532* NAD 83(1997) POSITION- 36 00 12.99178(N) 094 10 12.47480(W)   ADJUSTED
 GG0532* NAVD 88 ORTHO HEIGHT -   377.505 (meters)     1238.53  (feet) ADJUSTED
 GG0532  ______________________________________________________________________
 GG0532  GEOID HEIGHT    -        -28.081 (meters)                     GEOID18
 GG0532  LAPLACE CORR    -          0.91  (seconds)                    DEFLEC18
 GG0532  DYNAMIC HEIGHT  -        377.162 (meters)     1237.41  (feet) COMP
 GG0532  MODELED GRAVITY -    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 and
 GG0532.adjusted by the NATIONAL GEODETIC SURVEY
 GG0532.in June 1991.
 GG0532
 GG0532.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0532.GEOID18 height accuracy estimate available here.
 GG0532
 GG0532.Click photographs - Photos may exist for this station.
 GG0532
 GG0532.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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     -   0.99994516  x   0.99996265  =   0.99990781
 GG0532!UTM  15      -   0.99994516  x   0.99973704  =   0.99968222
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9454184981(NAD 83)
 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(1993)-  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  NGVD 29 (07/19/86)  377.4    (m)         1238.     (f) VERT ANG       
 GG0532
 GG0532.Superseded values are not recommended for survey control.
 GG0532
 GG0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0532.See file dsdata.pdf to determine how the superseded data were derived.
 GG0532
 GG0532_MARKER: DT = TOPOGRAPHIC STATION DISK
 GG0532_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GG0532_STAMPING: ARP 1963
 GG0532_MARK LOGO: CGS
 GG0532_PROJECTION: FLUSH
 GG0532_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0532
 GG0532  HISTORY     - Date     Condition        Report By
 GG0532  HISTORY     - 1963     MONUMENTED       CGS
 GG0532  HISTORY     - 1971     GOOD             NGS
 GG0532  HISTORY     - 1979     GOOD             NGS
 GG0532  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 GG0532  HISTORY     - 20071219 MARK NOT FOUND   INDIV
 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.
 GG0532
 GG0532                          STATION RECOVERY (2007)
 GG0532
 GG0532'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (DLM)
 GG0532'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GG0643 ***********************************************************************
 GG0643  DESIGNATION -  FAYETTEVILLE MUN APT BEACON
 GG0643  PID         -  GG0643
 GG0643  STATE/COUNTY-  AR/WASHINGTON
 GG0643  COUNTRY     -  US
 GG0643  USGS QUAD   -  FAYETTEVILLE (2017)
 GG0643
 GG0643                         *CURRENT SURVEY CONTROL
 GG0643  ______________________________________________________________________
 GG0643* NAD 83(1997) POSITION- 36 00 26.05881(N) 094 10 23.89291(W)   ADJUSTED
 GG0643  ______________________________________________________________________
 GG0643  GEOID HEIGHT    -        -28.082 (meters)                     GEOID18
 GG0643  LAPLACE CORR    -          0.73  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0643.GEOID18 height accuracy estimate available here.
 GG0643
 GG0643.Click photographs - Photos may exist for this station.
 GG0643
 GG0643.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0643
 GG0643. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9426085387(NAD 83)
 GG0643
 GG0643                          SUPERSEDED SURVEY CONTROL
 GG0643
 GG0643  NAD 83(1993)-  36 00 26.06958(N)    094 10 23.89214(W) AD(       ) 3
 GG0643  NAD 83(1986)-  36 00 26.06824(N)    094 10 23.89207(W) AD(       ) 3
 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
 GG0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0643.See file dsdata.pdf to determine how the superseded data were derived.
 GG0643
 GG0643_MARKER: 21 = AIRPORT BEACON
 GG0643_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0643+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2007
 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  HISTORY     - 20071219 GOOD             INDIV
 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.'
 GG0643
 GG0643                          STATION RECOVERY (2007)
 GG0643
 GG0643'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (DLM)
 GG0643'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GG0646 ***********************************************************************
 GG0646  DESIGNATION -  FAYETTEVILLE OZARKS ELEC MAST
 GG0646  PID         -  GG0646
 GG0646  STATE/COUNTY-  AR/WASHINGTON
 GG0646  COUNTRY     -  US
 GG0646  USGS QUAD   -  FAYETTEVILLE (2017)
 GG0646
 GG0646                         *CURRENT SURVEY CONTROL
 GG0646  ______________________________________________________________________
 GG0646* NAD 83(1997) POSITION- 36 03 49.00280(N) 094 12 25.70431(W)   ADJUSTED
 GG0646  ______________________________________________________________________
 GG0646  GEOID HEIGHT    -        -28.104 (meters)                     GEOID18
 GG0646  LAPLACE CORR    -          1.76  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0646.GEOID18 height accuracy estimate available here.
 GG0646
 GG0646.Click photographs - Photos may exist for this station.
 GG0646
 GG0646.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0646
 GG0646. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9128891678(NAD 83)
 GG0646
 GG0646                          SUPERSEDED SURVEY CONTROL
 GG0646
 GG0646  NAD 83(1993)-  36 03 49.01338(N)    094 12 25.70460(W) AD(       ) 3
 GG0646  NAD 83(1986)-  36 03 49.01207(N)    094 12 25.70413(W) AD(       ) 3
 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
 GG0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0646.See file dsdata.pdf to determine how the superseded data were derived.
 GG0646
 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 = MARCH 20, 2026 22:17:28 EDT
 GG0647 ***********************************************************************
 GG0647  DESIGNATION -  FAYETTEVILLE RAD STA KNWA MAST
 GG0647  PID         -  GG0647
 GG0647  STATE/COUNTY-  AR/WASHINGTON
 GG0647  COUNTRY     -  US
 GG0647  USGS QUAD   -  FAYETTEVILLE (2017)
 GG0647
 GG0647                         *CURRENT SURVEY CONTROL
 GG0647  ______________________________________________________________________
 GG0647* NAD 83(1997) POSITION- 36 01 15.43518(N) 094 13 06.13174(W)   ADJUSTED
 GG0647  ______________________________________________________________________
 GG0647  GEOID HEIGHT    -        -28.102 (meters)                     GEOID18
 GG0647  LAPLACE CORR    -          2.01  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0647.GEOID18 height accuracy estimate available here.
 GG0647
 GG0647.Click photographs - Photos may exist for this station.
 GG0647
 GG0647.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0647
 GG0647. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9021786959(NAD 83)
 GG0647
 GG0647                          SUPERSEDED SURVEY CONTROL
 GG0647
 GG0647  NAD 83(1993)-  36 01 15.44565(N)    094 13 06.13175(W) AD(       ) 3
 GG0647  NAD 83(1986)-  36 01 15.44436(N)    094 13 06.13133(W) AD(       ) 3
 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
 GG0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0647.See file dsdata.pdf to determine how the superseded data were derived.
 GG0647
 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 = MARCH 20, 2026 22:17:28 EDT
 GG0634 ***********************************************************************
 GG0634  DESIGNATION -  FAYETTEVILLE UNIV ARK N TOWER
 GG0634  PID         -  GG0634
 GG0634  STATE/COUNTY-  AR/WASHINGTON
 GG0634  COUNTRY     -  US
 GG0634  USGS QUAD   -  FAYETTEVILLE (2017)
 GG0634
 GG0634                         *CURRENT SURVEY CONTROL
 GG0634  ______________________________________________________________________
 GG0634* NAD 83(1997) POSITION- 36 04 08.23197(N) 094 10 17.63439(W)   ADJUSTED
 GG0634  ______________________________________________________________________
 GG0634  GEOID HEIGHT    -        -28.077 (meters)                     GEOID18
 GG0634  LAPLACE CORR    -          1.48  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0634.GEOID18 height accuracy estimate available here.
 GG0634
 GG0634.Click photographs - Photos may exist for this station.
 GG0634
 GG0634.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0634
 GG0634. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9449992231(NAD 83)
 GG0634
 GG0634                          SUPERSEDED SURVEY CONTROL
 GG0634
 GG0634  NAD 83(1993)-  36 04 08.24257(N)    094 10 17.63426(W) AD(       ) 3
 GG0634  NAD 83(1986)-  36 04 08.24151(N)    094 10 17.63395(W) AD(       ) 3
 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
 GG0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0634.See file dsdata.pdf to determine how the superseded data were derived.
 GG0634
 GG0634_MARKER: 55 = TOWER
 GG0634_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0634+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2009
 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  HISTORY     - 20090601 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.
 GG0634
 GG0634                          STATION RECOVERY (2009)
 GG0634
 GG0634'RECOVERY NOTE BY GEOCACHING 2009 (JA)
 GG0634'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GG0636 ***********************************************************************
 GG0636  DESIGNATION -  FAYETTEVILLE UNIV ARK S TOWER
 GG0636  PID         -  GG0636
 GG0636  STATE/COUNTY-  AR/WASHINGTON
 GG0636  COUNTRY     -  US
 GG0636  USGS QUAD   -  FAYETTEVILLE (2017)
 GG0636
 GG0636                         *CURRENT SURVEY CONTROL
 GG0636  ______________________________________________________________________
 GG0636* NAD 83(1997) POSITION- 36 04 06.32851(N) 094 10 17.64047(W)   ADJUSTED
 GG0636  ______________________________________________________________________
 GG0636  GEOID HEIGHT    -        -28.077 (meters)                     GEOID18
 GG0636  LAPLACE CORR    -          1.47  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0636.GEOID18 height accuracy estimate available here.
 GG0636
 GG0636.Click photographs - Photos may exist for this station.
 GG0636
 GG0636.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0636
 GG0636. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9449892172(NAD 83)
 GG0636
 GG0636                          SUPERSEDED SURVEY CONTROL
 GG0636
 GG0636  NAD 83(1993)-  36 04 06.33917(N)    094 10 17.64018(W) AD(       ) 3
 GG0636  NAD 83(1986)-  36 04 06.33818(N)    094 10 17.64031(W) AD(       ) 3
 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
 GG0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0636.See file dsdata.pdf to determine how the superseded data were derived.
 GG0636
 GG0636_MARKER: 55 = TOWER
 GG0636_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0636+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2009
 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  HISTORY     - 20090601 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.
 GG0636
 GG0636                          STATION RECOVERY (2009)
 GG0636
 GG0636'RECOVERY NOTE BY GEOCACHING 2009 (JA)
 GG0636'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GG0644 ***********************************************************************
 GG0644  DESIGNATION -  FAYETTEVILLE W MUN TANK
 GG0644  PID         -  GG0644
 GG0644  STATE/COUNTY-  AR/WASHINGTON
 GG0644  COUNTRY     -  US
 GG0644  USGS QUAD   -  FAYETTEVILLE (2017)
 GG0644
 GG0644                         *CURRENT SURVEY CONTROL
 GG0644  ______________________________________________________________________
 GG0644* NAD 83(1997) POSITION- 36 03 54.73466(N) 094 11 25.76151(W)   ADJUSTED
 GG0644  ______________________________________________________________________
 GG0644  GEOID HEIGHT    -        -28.089 (meters)                     GEOID18
 GG0644  LAPLACE CORR    -          1.26  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0644.GEOID18 height accuracy estimate available here.
 GG0644
 GG0644.Click photographs - Photos may exist for this station.
 GG0644
 GG0644.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0644
 GG0644. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9279091836(NAD 83)
 GG0644
 GG0644                          SUPERSEDED SURVEY CONTROL
 GG0644
 GG0644  NAD 83(1993)-  36 03 54.74567(N)    094 11 25.76131(W) AD(       ) 3
 GG0644  NAD 83(1986)-  36 03 54.74412(N)    094 11 25.76112(W) AD(       ) 3
 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
 GG0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0644.See file dsdata.pdf to determine how the superseded data were derived.
 GG0644
 GG0644_MARKER: 53 = ELEVATED TANK
 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 = MARCH 20, 2026 22:17:28 EDT
 GG0628 ***********************************************************************
 GG0628  DESIGNATION -  FAYETTEVILLE WASHINGTON CTHSE
 GG0628  PID         -  GG0628
 GG0628  STATE/COUNTY-  AR/WASHINGTON
 GG0628  COUNTRY     -  US
 GG0628  USGS QUAD   -  FAYETTEVILLE (2017)
 GG0628
 GG0628                         *CURRENT SURVEY CONTROL
 GG0628  ______________________________________________________________________
 GG0628* NAD 83(1997) POSITION- 36 03 45.34752(N) 094 09 27.94326(W)   ADJUSTED
 GG0628  ______________________________________________________________________
 GG0628  GEOID HEIGHT    -        -28.067 (meters)                     GEOID18
 GG0628  LAPLACE CORR    -          1.34  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0628.GEOID18 height accuracy estimate available here.
 GG0628
 GG0628.Click photographs - Photos may exist for this station.
 GG0628
 GG0628.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0628
 GG0628. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9573391511(NAD 83)
 GG0628
 GG0628                          SUPERSEDED SURVEY CONTROL
 GG0628
 GG0628  NAD 83(1993)-  36 03 45.35834(N)    094 09 27.94328(W) AD(       ) 3
 GG0628  NAD 83(1986)-  36 03 45.35728(N)    094 09 27.94311(W) AD(       ) 3
 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
 GG0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0628.See file dsdata.pdf to determine how the superseded data were derived.
 GG0628
 GG0628_MARKER: 55 = TOWER
 GG0628_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0628+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2009
 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  HISTORY     - 20090616 GOOD             GEOCAC
 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.
 GG0628
 GG0628                          STATION RECOVERY (2009)
 GG0628
 GG0628'RECOVERY NOTE BY GEOCACHING 2009 (JA)
 GG0628'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 AA9333 ***********************************************************************
 AA9333  DESIGNATION -  FB 10+00
 AA9333  PID         -  AA9333
 AA9333  STATE/COUNTY-  AR/MISSISSIPPI
 AA9333  COUNTRY     -  US
 AA9333  USGS QUAD   -  FRENCHMANS BAYOU (2017)
 AA9333
 AA9333                         *CURRENT SURVEY CONTROL
 AA9333  ______________________________________________________________________
 AA9333* NAD 83(2011) POSITION- 35 27 57.34076(N) 090 12 05.54828(W)   ADJUSTED
 AA9333* NAD 83(2011) ELLIP HT-    41.890 (meters)        (06/27/12)   ADJUSTED
 AA9333* NAD 83(2011) EPOCH   -  2010.00
 AA9333* NAVD 88 ORTHO HEIGHT -    69.575 (meters)      228.26  (feet) ADJUSTED
 AA9333  ______________________________________________________________________
 AA9333  GEOID HEIGHT    -        -27.620 (meters)                     GEOID18
 AA9333  NAD 83(2011) X  -    -18,293.510 (meters)                     COMP
 AA9333  NAD 83(2011) Y  - -5,200,607.448 (meters)                     COMP
 AA9333  NAD 83(2011) Z  -  3,680,114.054 (meters)                     COMP
 AA9333  LAPLACE CORR    -          0.48  (seconds)                    DEFLEC18
 AA9333  DYNAMIC HEIGHT  -         69.513 (meters)      228.06  (feet) COMP
 AA9333  MODELED GRAVITY -    979,754.7   (mgal)                       NAVD 88
 AA9333
 AA9333  VERT ORDER      -  SECOND    CLASS I
 AA9333
 AA9333  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA9333  Standards:
 AA9333         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA9333            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA9333  -------------------------------------------------------------------
 AA9333  NETWORK    0.35   0.63           0.16   0.12   0.32      0.00916671
 AA9333  -------------------------------------------------------------------
 AA9333  Click here for local accuracies and other accuracy information.
 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 June 2012.
 AA9333
 AA9333.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA9333.been affixed to the stable North American tectonic plate. See 
 AA9333.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA9333
 AA9333.The horizontal coordinates are valid at the epoch date displayed above
 AA9333.which is a decimal equivalence of Year/Month/Day.
 AA9333
 AA9333.The orthometric height was determined by differential leveling and
 AA9333.adjusted by the NATIONAL GEODETIC SURVEY
 AA9333.in July 2002.
 AA9333
 AA9333.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA9333.GEOID18 height accuracy estimate available here.
 AA9333
 AA9333.Click photographs - Photos may exist for this station.
 AA9333
 AA9333.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9333
 AA9333.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA9333
 AA9333.The ellipsoidal height was determined by GPS observations
 AA9333.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 AA9333
 AA9333;                    North         East     Units Scale Factor Converg.
 AA9333;SPC AR N     -   127,142.203   563,222.762   MT  0.99993806   +1 02 47.5
 AA9333;SPC AR N     -   417,132.38  1,847,840.01   sFT  0.99993806   +1 02 47.5
 AA9333;UTM  15      - 3,928,314.628   753,941.295   MT  1.00039476   +1 37 28.5
 AA9333
 AA9333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9333!SPC AR N     -   0.99999343  x   0.99993806  =   0.99993149
 AA9333!UTM  15      -   0.99999343  x   1.00039476  =   1.00038818
 AA9333
 AA9333:                Primary Azimuth Mark                     Grid Az
 AA9333:SPC AR N     -  MEMPHIS 2 CORS L1 PHASE CENTER           265 25 30.4
 AA9333:UTM  15      -  MEMPHIS 2 CORS L1 PHASE CENTER           264 50 49.4
 AA9333
 AA9333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV5394128314(NAD 83)
 AA9333
 AA9333|---------------------------------------------------------------------|
 AA9333| PID    Reference Object                     Distance      Geod. Az  |
 AA9333|                                                           dddmmss.s |
 AA9333| AB2080 MEMPHIS USACE CORS DESTROYED        393.175 METERS 26523     |
 AA9333| AB6288 MEMPHIS 2 CORS L1 PHASE CENTER      409.220 METERS 2662817.9 |
 AA9333|---------------------------------------------------------------------|
 AA9333
 AA9333                          SUPERSEDED SURVEY CONTROL
 AA9333
 AA9333  NAD 83(2007)-  35 27 57.34079(N)    090 12 05.54933(W) AD(2002.00) 0
 AA9333  ELLIP H (02/10/07)   41.920  (m)                       GP(2002.00)    
 AA9333  ELLIP H (09/21/01)   41.901  (m)                       GP(       ) 4 2
 AA9333  NAD 83(1997)-  35 27 57.34071(N)    090 12 05.54891(W) AD(       ) B
 AA9333  ELLIP H (03/18/98)   41.961  (m)                       GP(       ) 4 1
 AA9333  NAD 83(1995)-  35 27 57.34149(N)    090 12 05.54913(W) AD(1995.00) B
 AA9333  ELLIP H (03/19/96)   42.053  (m)                       GP(1995.00) 1 1
 AA9333  NAVD 88              69.58   (m)          228.3    (f) LEVELING    3  
 AA9333
 AA9333.Superseded values are not recommended for survey control.
 AA9333
 AA9333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9333.See file dsdata.pdf to determine how the superseded data were derived.
 AA9333
 AA9333_MARKER: I = METAL ROD
 AA9333_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA9333_STAMPING: FB 10+00 1994
 AA9333_MARK LOGO: USACE
 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       USACE
 AA9333  HISTORY     - 19960615 GOOD             NGS
 AA9333  HISTORY     - 20010510 MARK NOT FOUND   NGS
 AA9333
 AA9333                          STATION DESCRIPTION
 AA9333
 AA9333'DESCRIBED BY US ARMY CORPS OF 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 = MARCH 20, 2026 22:17:28 EDT
 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  COUNTRY     -  US
 AA9332  USGS QUAD   -  FRENCHMANS BAYOU (2017)
 AA9332
 AA9332                         *CURRENT SURVEY CONTROL
 AA9332  ______________________________________________________________________
 AA9332* NAD 83(2011) POSITION- 35 27 53.86075(N) 090 12 24.87786(W)   ADJUSTED
 AA9332* NAD 83(2011) ELLIP HT-    41.595 (meters)        (06/27/12)   ADJUSTED
 AA9332* NAD 83(2011) EPOCH   -  2010.00
 AA9332* NAVD 88 ORTHO HEIGHT -    69.27  (meters)      227.3   (feet) GPS OBS
 AA9332  ______________________________________________________________________
 AA9332  NAVD 88 orthometric height was determined with an earlier geoid model
 AA9332  GEOID HEIGHT    -        -27.620 (meters)                     GEOID18
 AA9332  NAD 83(2011) X  -    -18,781.096 (meters)                     COMP
 AA9332  NAD 83(2011) Y  - -5,200,667.699 (meters)                     COMP
 AA9332  NAD 83(2011) Z  -  3,680,026.530 (meters)                     COMP
 AA9332  LAPLACE CORR    -          0.43  (seconds)                    DEFLEC18
 AA9332
 AA9332  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA9332  Standards:
 AA9332         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA9332            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA9332  -------------------------------------------------------------------
 AA9332  NETWORK    0.30   0.63           0.13   0.11   0.32      0.02354778
 AA9332  -------------------------------------------------------------------
 AA9332  Click here for local accuracies and other accuracy information.
 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 June 2012.
 AA9332
 AA9332.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA9332.been affixed to the stable North American tectonic plate. See 
 AA9332.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA9332
 AA9332.The horizontal coordinates are valid at the epoch date displayed above
 AA9332.which is a decimal equivalence of Year/Month/Day.
 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.
 AA9332
 AA9332.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA9332.GEOID18 height accuracy estimate available here.
 AA9332
 AA9332.Click photographs - Photos may exist 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 DEFLEC18 derived deflections.
 AA9332
 AA9332.The ellipsoidal height was determined by GPS observations
 AA9332.and is referenced to NAD 83.
 AA9332
 AA9332. The following values were computed from the NAD 83(2011) position.
 AA9332
 AA9332;                    North         East     Units Scale Factor Converg.
 AA9332;SPC AR N     -   127,026.089   562,737.465   MT  0.99993809   +1 02 36.2
 AA9332;SPC AR N     -   416,751.43  1,846,247.83   sFT  0.99993809   +1 02 36.2
 AA9332;UTM  15      - 3,928,193.569   753,456.973   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV5345628193(NAD 83)
 AA9332
 AA9332|---------------------------------------------------------------------|
 AA9332| PID    Reference Object                     Distance      Geod. Az  |
 AA9332|                                                           dddmmss.s |
 AA9332| AF9496 MEMPHIS 2 CORS ARP                  113.853 METERS 04353     |
 AA9332|---------------------------------------------------------------------|
 AA9332
 AA9332                          SUPERSEDED SURVEY CONTROL
 AA9332
 AA9332  NAD 83(2007)-  35 27 53.86037(N)    090 12 24.87842(W) AD(2002.00) A
 AA9332  ELLIP H (10/16/11)   41.566  (m)                       GP(2002.00) 3 2
 AA9332  NAD 83(2007)-  35 27 53.86077(N)    090 12 24.87889(W) AD(2002.00) 0
 AA9332  ELLIP H (02/10/07)   41.625  (m)                       GP(2002.00)    
 AA9332  ELLIP H (07/20/01)   41.607  (m)                       GP(       ) 4 1
 AA9332  NAD 83(1997)-  35 27 53.86065(N)    090 12 24.87861(W) AD(       ) B
 AA9332  ELLIP H (03/18/98)   41.675  (m)                       GP(       ) 4 1
 AA9332  NAD 83(1995)-  35 27 53.86126(N)    090 12 24.87914(W) AD(1995.00) B
 AA9332  ELLIP H (03/19/96)   41.757  (m)                       GP(1995.00) 1 1
 AA9332  NAVD 88 (08/03/04)   69.28   (m)  GEOID03  model used  GPS OBS        
 AA9332  NAVD 88 (01/24/03)   69.19   (m)  UNKNOWN  model used  GPS OBS        
 AA9332  NAVD 88 (07/26/02)   69.280  (m)          227.30   (f) ADJUSTED    2 1
 AA9332  NAVD 88              69.28   (m)          227.3    (f) LEVELING    3  
 AA9332
 AA9332.Superseded values are not recommended for survey control.
 AA9332
 AA9332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9332.See file dsdata.pdf to determine how the superseded data were derived.
 AA9332
 AA9332_MARKER: I = METAL ROD
 AA9332_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA9332_STAMPING: FB 26+37 1994
 AA9332_MARK LOGO: USACE
 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       USACE
 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 ARMY CORPS OF 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.
 AA9332'
 AA9332'TO REACH THE STATION FROM THE INTERSECTION OF I-55 AND ARKANSAS
 AA9332'HIGHWAY 118 HEAD EAST ALONG AR 118 FOR 1.9 MI (3.1 KM) TO THE
 AA9332'INTERSECTION WITH U.S. HIGHWAY 61.  THENCE, HEAD SOUTH ALONG U.S. 61
 AA9332'FOR 3.5 MI (5.6 KM) TO THE INTERSECTION WITH ARKANSAS HIGHWAY 308.
 AA9332'THENCE HEAD WEST ALONG AR 308 FOR 1.0 MI (1.6 KM) TO THE U.S. ARMY
 AA9332'CORPS OF ENGINEERS TOWER ACCESS.  THENCE, HEAD SOUTHWEST ACROSS THE
 AA9332'TOWER SITE TO THE I-55 RIGHT OF WAY FENCE AND THE STATION.
 AA9332'
 AA9332'THE STATION IS 24.0 FT (7.3 M) NORTH OF THE SOUTH END OF THE RIGHT OF
 AA9332'WAY FENCE, 3.0 FT (0.9 M) EAST OF THE RIGHT OF WAY FENCE AND
 AA9332'APPROXIMATELY 1.0 FT (0.3 M) FROM A 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.
 AA9332'
 AA9332'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 55
 AA9332'(EXIT 34) AND STATE HIGHWAY 118 LOCATED ABOUT 2.9 KM (1.80 MI) WEST OF
 AA9332'JOINER, FROM THE NORTH END OF THE NORTH BOUND EXIT RAMP OF EXIT 34 GO
 AA9332'EAST ON HIGHWAY 118 FOR 2.66 KM (1.65 MI) TO THE JUNCTION OF STATE
 AA9332'HIGHWAY 61 IN THE TOWN OF JOINER, TURN RIGHT, SOUTH ON HIGHWAY 61 FOR
 AA9332'5.63 KM (3.50 MI) TO THE JUNCTION OF STATE HIGHWAY 308 ON THE RIGHT,
 AA9332'TURN RIGHT, WEST ON HIGHWAY 308 FOR 1.69 KM (1.05 MI) TO A GRAVEL
 AA9332'DRIVE ON THE LEFT, LEADING WESTERLY TO TWO TOWERS (SOUTH ONE AN NBD),
 AA9332'TURN LEFT INTO THE DRIVE AND BEAR RIGHT WEST-SOUTHWEST FOR 0.24 KM
 AA9332'(0.15 MI) TO THE SOUTH ONE OF THE TWO TOWERS, TURN RIGHT ACROSS THE
 AA9332'CLEARED GRASSY AREA FOR 0.08 KM (0.05 MI) TO THE RIGHT-OF-WAY FENCE
 AA9332'FOR INTERSTATE 55 AND THE STATION EAST OF A US CORPS OF ENGINEERS
 AA9332'FIBERGLASS WITNESS POST SET IN THE FENCE LINE.
 AA9332'
 AA9332'THE STATION IS A US CORPS OF ENGINEERS ALUMINUM DISK ATTACHED TO THE
 AA9332'TOP OF A STAINLESS STEEL ROD (STAMPED FB 26+37), IN A GREASE-FILLED
 AA9332'SLEEVE, ENCASED IN A 13 CM USE LOGO CAP (STAMPED FB 26+37 1994),
 AA9332'SURROUNDED BY CONCRETE ABOUT FLUSH WITH THE GROUND.  LOCATED 69.66 M
 AA9332'(228.54 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE CONCRETE BASE OF
 AA9332'THE SOUTH ONE OF TWO TOWERS, 51.82 M (170.01 FT) WEST OF THE BASE OF
 AA9332'THE SOUTH CABLE GUY WIRE OF THE SOUTH TOWER AND 0.9 M (3.0 FT) WEST OF
 AA9332'THE RIGHT-OF-WAY FENCE AND A USE FIBERGLASS WITNESS POST SET IN THE
 AA9332'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 308 OVERPASS 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 ALONG AR 118 FOR 1.9 MILES TO THE INTERSECTION WITH HWY
 AA9332'61, THENCE HEAD SOUTH ALONG US 61 FOR 3.5 MILES TO THE INTERSECTION
 AA9332'WITH ARKANSAS HWY 308. HEAD WEST ON 308 FOR 1.0 MILES TO THE U.S. ARMY
 AA9332'CORPS OF ENG. TOWER ACCESS.  SW ACROSS TOWER SITE TO 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 FT NORTH OF THE SOUTH END OF RIGHT OF WAY FENCE,
 AA9332'30 FT EAST OF THE FENCE, 3.0 FT EAST OF A CARSONITE WITNESS POST AND
 AA9332'31 FT WEST-NORTHWEST OF A 8 INCH DOUBLE-TRUNK SYCAMORE TREE.
 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 = MARCH 20, 2026 22:17:28 EDT
 DS1956 ***********************************************************************
 DS1956  DESIGNATION -  FC BDY 314
 DS1956  PID         -  DS1956
 DS1956  STATE/COUNTY-  AR/CRAWFORD
 DS1956  COUNTRY     -  US
 DS1956  USGS QUAD   -  BARLING (2017)
 DS1956
 DS1956                         *CURRENT SURVEY CONTROL
 DS1956  ______________________________________________________________________
 DS1956* NAD 83(1986) POSITION- 35 20 49.7    (N) 094 17 04.7    (W)   HD_HELD2
 DS1956* NAVD 88 ORTHO HEIGHT -   121.192 (meters)      397.61  (feet) ADJUSTED
 DS1956  ______________________________________________________________________
 DS1956  GEOID HEIGHT    -        -30.112 (meters)                     GEOID18
 DS1956  DYNAMIC HEIGHT  -        121.077 (meters)      397.23  (feet) COMP
 DS1956  MODELED GRAVITY -    979,690.8   (mgal)                       NAVD 88
 DS1956
 DS1956  VERT ORDER      -  FIRST     CLASS II
 DS1956
 DS1956.The horizontal coordinates were established by autonomous hand held GPS
 DS1956.observations and have an estimated accuracy of +/- 10 meters.
 DS1956
 DS1956.The orthometric height was determined by differential leveling and
 DS1956.adjusted by the NATIONAL GEODETIC SURVEY
 DS1956.in September 2024.
 DS1956
 DS1956.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS1956.GEOID18 height accuracy estimate available here.
 DS1956
 DS1956.Click photographs - Photos may exist for this station.
 DS1956
 DS1956.The dynamic height is computed by dividing the NAVD 88
 DS1956.geopotential number by the normal gravity value computed on the
 DS1956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS1956.degrees latitude (g = 980.6199 gals.).
 DS1956
 DS1956.The modeled gravity was interpolated from observed gravity values.
 DS1956
 DS1956;                    North         East    Units  Estimated Accuracy
 DS1956;SPC AR N     -   114,882.      192,354.      MT  (+/- 10 meters HH2 GPS)
 DS1956
 DS1956_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV8326812297(NAD 83)
 DS1956
 DS1956                          SUPERSEDED SURVEY CONTROL
 DS1956
 DS1956.No superseded survey control is available for this station.
 DS1956
 DS1956_MARKER: DU = BOUNDARY MARKER
 DS1956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS1956_STAMPING: FC BDY 314 1996
 DS1956_MARK LOGO: USACE
 DS1956_PROJECTION: FLUSH
 DS1956_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS1956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS1956+STABILITY: SURFACE MOTION
 DS1956_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS1956+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2024
 DS1956
 DS1956  HISTORY     - Date     Condition        Report By
 DS1956  HISTORY     - 1996     MONUMENTED
 DS1956  HISTORY     - 20240513 GOOD             ARHD
 DS1956
 DS1956                          STATION DESCRIPTION
 DS1956
 DS1956'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (JDH)
 DS1956'THE MARK IS LOCATED ABOUT 6.7 MI (10.8 KM) EAST OF SOUTH FORT SMITH,
 DS1956'6.3 MI (10.1 KM) WEST OF LAVACA AND 1.8 MI (2.9 KM) NORTH-NORTHEAST OF
 DS1956'BARLING.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DS1956'
 DS1956'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 59 AND STATE HIGHWAY
 DS1956'22, HEAD NORTH ALONG HIGHWAY 59 FOR 2.75 MI (4.42 KM) TO DAM SITE
 DS1956'ROAD.  TURN LEFT AND GO SOUTH ALONG DAM SITE ROAD FOR 0.70 MI (1.13
 DS1956'KM) TO A DIRT ROAD, HEAD EAST ALONG THE DIRT ROAD FOR 0.62 MI (1.00
 DS1956'KM) TO THE STATION ON THE RIGHT, A BRASS CAP SET IN A CONCRETE POST.
 DS1956'
 DS1956'IT IS 94 FT (28.7 M) SOUTH OF A 12 INCH (30 CM) ASH, 72 FT (21.9 M)
 DS1956'NORTH OF THE ARKANSAS RIVER BANK AND 1 FT (0.3 M) WEST OF A WITNESS
 DS1956'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DS1954 ***********************************************************************
 DS1954  DESIGNATION -  FC BDY 315
 DS1954  PID         -  DS1954
 DS1954  STATE/COUNTY-  AR/CRAWFORD
 DS1954  COUNTRY     -  US
 DS1954  USGS QUAD   -  BARLING (2017)
 DS1954
 DS1954                         *CURRENT SURVEY CONTROL
 DS1954  ______________________________________________________________________
 DS1954* NAD 83(1986) POSITION- 35 20 52.6    (N) 094 17 10.5    (W)   HD_HELD2
 DS1954* NAVD 88 ORTHO HEIGHT -   121.359 (meters)      398.16  (feet) ADJUSTED
 DS1954  ______________________________________________________________________
 DS1954  GEOID HEIGHT    -        -30.112 (meters)                     GEOID18
 DS1954  DYNAMIC HEIGHT  -        121.244 (meters)      397.78  (feet) COMP
 DS1954  MODELED GRAVITY -    979,690.8   (mgal)                       NAVD 88
 DS1954
 DS1954  VERT ORDER      -  FIRST     CLASS II
 DS1954
 DS1954.The horizontal coordinates were established by autonomous hand held GPS
 DS1954.observations and have an estimated accuracy of +/- 10 meters.
 DS1954
 DS1954.The orthometric height was determined by differential leveling and
 DS1954.adjusted by the NATIONAL GEODETIC SURVEY
 DS1954.in September 2024.
 DS1954
 DS1954.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS1954.GEOID18 height accuracy estimate available here.
 DS1954
 DS1954.Click photographs - Photos may exist for this station.
 DS1954
 DS1954.The dynamic height is computed by dividing the NAVD 88
 DS1954.geopotential number by the normal gravity value computed on the
 DS1954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS1954.degrees latitude (g = 980.6199 gals.).
 DS1954
 DS1954.The modeled gravity was interpolated from observed gravity values.
 DS1954
 DS1954;                    North         East    Units  Estimated Accuracy
 DS1954;SPC AR N     -   114,975.      192,210.      MT  (+/- 10 meters HH2 GPS)
 DS1954
 DS1954_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV8312312388(NAD 83)
 DS1954
 DS1954                          SUPERSEDED SURVEY CONTROL
 DS1954
 DS1954.No superseded survey control is available for this station.
 DS1954
 DS1954_MARKER: DU = BOUNDARY MARKER
 DS1954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS1954_STAMPING: FC BDY 315 1996
 DS1954_MARK LOGO: USACE
 DS1954_PROJECTION: RECESSED 8 CENTIMETERS
 DS1954_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS1954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS1954+STABILITY: SURFACE MOTION
 DS1954_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS1954+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2024
 DS1954
 DS1954  HISTORY     - Date     Condition        Report By
 DS1954  HISTORY     - 1996     MONUMENTED
 DS1954  HISTORY     - 20240513 GOOD             ARHD
 DS1954
 DS1954                          STATION DESCRIPTION
 DS1954
 DS1954'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (JDH)
 DS1954'THE MARK IS LOCATED ABOUT 6.6 MI (10.6 KM) EAST OF SOUTH FORT SMITH,
 DS1954'6.4 MI (10.3 KM) WEST OF LAVACA AND 1.8 MI (2.9 KM) NORTH-NORTHEAST OF
 DS1954'BARLING.
 DS1954'
 DS1954'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 59 AND STATE HIGHWAY
 DS1954'22, HEAD NORTH ALONG HIGHWAY 59 FOR 2.75 MI (4.42 KM) TO DAM SITE
 DS1954'ROAD.  TURN LEFT AND GO SOUTH ALONG DAM SITE ROAD FOR 0.70 MI (1.13
 DS1954'KM) TO A DIRT ROAD, HEAD EAST ALONG THE DIRT ROAD FOR 0.42 MI (0.68
 DS1954'KM) TO THE STATION ON THE RIGHT, A BRASS CAP SET IN A CONCRETE POST.
 DS1954'
 DS1954'IT IS 55 FT (16.8 M) NORTH OF THE ARKANSAS RIVER BANK, 26 FT (7.9 M)
 DS1954'NORTHEAST OF HOWARD RVR ROD MARK AND 1 FT (0.3 M) SOUTH OF A WITNESS
 DS1954'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL1542 ***********************************************************************
 DL1542  DESIGNATION -  FERGUSON
 DL1542  PID         -  DL1542
 DL1542  STATE/COUNTY-  AR/MILLER
 DL1542  COUNTRY     -  US
 DL1542  USGS QUAD   -  FOUKE (2017)
 DL1542
 DL1542                         *CURRENT SURVEY CONTROL
 DL1542  ______________________________________________________________________
 DL1542* NAD 83(1997) POSITION- 33 19 55.09511(N) 093 57 08.18329(W)   ADJUSTED
 DL1542* NAVD 88 ORTHO HEIGHT -   102.    (meters)      335.    (feet) SCALED
 DL1542  ______________________________________________________________________
 DL1542  GEOID HEIGHT    -        -26.803 (meters)                     GEOID18
 DL1542  LAPLACE CORR    -          0.53  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1542.GEOID18 height accuracy estimate available here.
 DL1542
 DL1542.Click photographs - Photos may exist for this station.
 DL1542
 DL1542.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1542
 DL1542. The following values were computed from the NAD 83(1997) position.
 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     -   0.99998820  x   0.99999307  =   0.99998127
 DL1542!SPC TXNC     -   0.99998820  x   0.99988455  =   0.99987275
 DL1542!UTM  15      -   0.99998820  x   0.99969683  =   0.99968503
 DL1542
 DL1542:                Primary Azimuth Mark                     Grid Az
 DL1542:SPC AR S     -  FERGUSON AZ MK                           144 01 27.8
 DL1542:SPC TXNC     -  FERGUSON AZ MK                           140 27 05.1
 DL1542:UTM  15      -  FERGUSON AZ MK                           143 27 18.1
 DL1542
 DL1542_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS1137588494(NAD 83)
 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(1993)-  33 19 55.09947(N)    093 57 08.17781(W) AD(       ) 2
 DL1542  NAD 83(1993)-  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
 DL1542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1542.See file dsdata.pdf to determine how the superseded data were derived.
 DL1542
 DL1542_MARKER: DS = TRIANGULATION STATION DISK
 DL1542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1542_STAMPING: FERGUSON 1951
 DL1542_MARK LOGO: CGS
 DL1542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1542+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1543 ***********************************************************************
 DL1543  DESIGNATION -  FERGUSON 2
 DL1543  PID         -  DL1543
 DL1543  STATE/COUNTY-  AR/MILLER
 DL1543  COUNTRY     -  US
 DL1543  USGS QUAD   -  FOUKE (2017)
 DL1543
 DL1543                         *CURRENT SURVEY CONTROL
 DL1543  ______________________________________________________________________
 DL1543* NAD 83(1997) POSITION- 33 19 55.29634(N) 093 57 08.12927(W)   NO CHECK
 DL1543* NAVD 88 ORTHO HEIGHT -   102.    (meters)      335.    (feet) SCALED
 DL1543  ______________________________________________________________________
 DL1543  GEOID HEIGHT    -        -26.803 (meters)                     GEOID18
 DL1543  LAPLACE CORR    -          0.53  (seconds)                    DEFLEC18
 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
 DL1543.No horizontal observational check was made to the station.
 DL1543
 DL1543.The orthometric height was scaled from a topographic map.
 DL1543
 DL1543.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1543.GEOID18 height accuracy estimate available here.
 DL1543
 DL1543.Click photographs - Photos may exist for this station.
 DL1543
 DL1543.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1543
 DL1543. The following values were computed from the NAD 83(1997) position.
 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     -   0.99998820  x   0.99999305  =   0.99998125
 DL1543!SPC TXNC     -   0.99998820  x   0.99988455  =   0.99987275
 DL1543!UTM  15      -   0.99998820  x   0.99969683  =   0.99968503
 DL1543
 DL1543:                Primary Azimuth Mark                     Grid Az
 DL1543:SPC AR S     -  FERGUSON 2 AZ MK                         145 38 45.2
 DL1543:SPC TXNC     -  FERGUSON 2 AZ MK                         142 04 22.5
 DL1543:UTM  15      -  FERGUSON 2 AZ MK                         145 04 35.4
 DL1543
 DL1543_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS1137788501(NAD 83)
 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(1993)-  33 19 55.30070(N)    093 57 08.12379(W) AD(       ) 3
 DL1543  NAD 83(1993)-  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
 DL1543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1543.See file dsdata.pdf to determine how the superseded data were derived.
 DL1543
 DL1543_MARKER: DS = TRIANGULATION STATION DISK
 DL1543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1543_STAMPING: FERGUSON 2 1961
 DL1543_MARK LOGO: CGS
 DL1543_PROJECTION: FLUSH
 DL1543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1543+STABILITY: SURFACE MOTION
 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. HIGHWAY 71
 DL1543'FROM TEXARKANA, AT THE SMALL SETTLEMENT OF FERGUSONS CROSSROADS, ON
 DL1543'PROPERTY OWNED BY MR. FERGUSON, IN THE SOUTHEAST ANGLE OF THE
 DL1543'CROSSROAD AND ABOUT 300 FEET SOUTHEAST OF THE INTERSECTION OF THE
 DL1543'ROADS, 200 FEET NORTHWEST OF THE TOP OF THE GRADE, AND IN THE
 DL1543'NORTHWEST CORNER OF THE FRONT YARD OF THE FERGUSONS HOUSE.
 DL1543'
 DL1543'THE STATION IS 56 FEET NORTHEAST OF THE CENTER OF THE HIGHWAY, 18.5
 DL1543'FEET NORTHWEST OF THE CENTER OF THE DRIVEWAY LEADING TO THE FERGUSON
 DL1543'HOUSE, 114.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, 42
 DL1543'FEET SOUTHWEST OF THE POWER POLE IN THE YARD, 42 FEET SOUTHEAST OF A
 DL1543'FENCE CORNER, 11 FEET SOUTHEAST OF THE PROJECTED PLANE OF THE
 DL1543'SOUTHEAST WALL OF THE HOUSE, 26 FEET SOUTH OF A 6-INCH SWEET GUM TREE,
 DL1543'AND 17 FEET WEST-NORTHWEST OF A 6-INCH SWEET GUM TREE.  IT IS A
 DL1543'STANDARD DISK, STAMPED FERGUSON 2 1961, FLUSH WITH THE GROUND.
 DL1543'
 DL1543'REFERENCE MARK NO. 3 IS 39.19 FEET NORTHWEST OF THE STATION, 50 FEET
 DL1543'NORTHEAST OF THE CENTER OF THE HIGHWAY, 48 FEET SOUTHEAST OF A
 DL1543'TELEPHONE POLE, 55 NORTHWEST OF THE CENTER OF THE DRIVEWAY, 3 FEET
 DL1543'SOUTHEAST OF A FENCE CORNER AND 3 FEET SOUTHEAST OF A METAL WITNESS
 DL1543'POST.  IT IS A STANDARD DISK, STAMPED FERGUSON2 NO 31961 PROJECTING 2
 DL1543'INCHES.
 DL1543'
 DL1543'REFERENCE MARK NO. 4 IS 41.36 FEET NORTHEAST OF THE STATION, 96 FEET
 DL1543'NORTHEAST OF THE CENTER OF THE HIGHWAY, 16 FEET NORTHWEST OF THE
 DL1543'CENTER OF THE DRIVEWAY, 2 FEET SOUTHEAST OF A POWER POLE WITH A
 DL1543'TRANSFORMER AND WIRES LEADING TO THE HOUSE, 73.5 FEET SOUTHWEST OF THE
 DL1543'SOUTHWEST CORNER OF THE HOUSE, AND 8 FEET SOUTHEAST OF THE PROJECTED
 DL1543'PLANE OF 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, ACROSS THE
 DL1543'HIGHWAY FROM A HOUSE, AT THE NORTH END OF A GATE LEADING INTO A
 DL1543'PASTURE.  IT IS 63 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 25
 DL1543'FEET NORTH OF A LONE PINE TREE, 5 FEET NORTHWEST OF THE NORTHWEST GATE
 DL1543'POST, 2.5 FEET SOUTHWEST OF A FENCE LINE, 8 FEET SOUTHEAST OF THE
 DL1543'PROJECTED PLANE OF THE SOUTHEAST WALL OF THE GARAGE PORTION OF THE
 DL1543'HOUSE NORTHEAST OF THE HIGHWAY, ABOUT MIDWAY BETWEEN TWO LARGE
 DL1543'RAILROAD TIE FENCE POSTS AND 2 FEET SOUTHWEST OF AMETAL WITNESS POST.
 DL1543'IT IS A STANDARD DISK, STAMPED FERGUSON 1961, PROJECTING 4 INCHES.
 DL1543'
 DL1543'TO REACH THE STATION FROM THE TEXAS-ARKANSAS STATE LINE IN TEXARKANA
 DL1543'GO NORTHEAST ON HIGHWAYS 67-71 AND 82 FOR 0.5 MILE, TURN RIGHT AND GO
 DL1543'SOUTHEAST ON U.S. HIGHWAY 71 FOR 8.95 MILES TO THE FERGUSONS
 DL1543'CROSSROADS, CONTINUE SOUTHEAST FOR ABOUT 300 FEET TO THE STATION ON
 DL1543'THE LEFT.
 DL1543'
 DL1543'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHEAST ON U.S.
 DL1543'HIGHWAY 71 FOR 0.25 MILE TO THE TOP OF THE GRADE AND THE MARK ON THE
 DL1543'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 CONDITION.
 DL1543'THE 1961 DESCRIPTION TO REACH THE STATION IS 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.  FERGUSON 2 NO 3 1961-GOOD.  FERGUSON 2 NO 4
 DL1543'1961-GOOD.  FERGUSON 2 1961 (AZ.MK) -GOOD.  THE 1961 DESCRIPTION FOR
 DL1543'RECOVERY OF STATION IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ2043 ***********************************************************************
 EJ2043  DESIGNATION -  FIDDLER
 EJ2043  PID         -  EJ2043
 EJ2043  STATE/COUNTY-  AR/MONTGOMERY
 EJ2043  COUNTRY     -  US
 EJ2043  USGS QUAD   -  BRUSHY CREEK MOUNTAIN (2017)
 EJ2043
 EJ2043                         *CURRENT SURVEY CONTROL
 EJ2043  ______________________________________________________________________
 EJ2043* NAD 83(1997) POSITION- 34 41 03.40464(N) 093 47 15.24380(W)   ADJUSTED
 EJ2043* NAVD 88 ORTHO HEIGHT -   395.81  (+/-2cm)     1298.6   (feet) VERTCON3
 EJ2043  ______________________________________________________________________
 EJ2043  GEOID HEIGHT    -        -29.395 (meters)                     GEOID18
 EJ2043  LAPLACE CORR    -          4.45  (seconds)                    DEFLEC18
 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
 EJ2043.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ2043.GEOID18 height accuracy estimate available here.
 EJ2043
 EJ2043.The vertical order pertains to the NGVD 29 superseded value.
 EJ2043
 EJ2043.Click photographs - Photos may exist for this station.
 EJ2043
 EJ2043.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ2043
 EJ2043. The following values were computed from the NAD 83(1997) position.
 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;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     -   0.99994249  x   0.99998266  =   0.99992515
 EJ2043!UTM  15      -   0.99994249  x   0.99966415  =   0.99960666
 EJ2043
 EJ2043:                Primary Azimuth Mark                     Grid Az
 EJ2043:SPC AR S     -  GRAPEVINE                                247 00 58.2
 EJ2043:UTM  15      -  GRAPEVINE                                246 27 50.0
 EJ2043
 EJ2043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU2785738313(NAD 83)
 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(1993)-  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             395.73   (m)         1298.3    (f) LEVELING    3  
 EJ2043
 EJ2043.Superseded values are not recommended for survey control.
 EJ2043
 EJ2043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2043.See file dsdata.pdf to determine how the superseded data were derived.
 EJ2043
 EJ2043_MARKER: DS = TRIANGULATION STATION DISK
 EJ2043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ2043_STAMPING: FIDDLER 1956
 EJ2043_MARK LOGO: CGS
 EJ2043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ2043+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0675 ***********************************************************************
 GF0675  DESIGNATION -  FIFTY SIX
 GF0675  PID         -  GF0675
 GF0675  STATE/COUNTY-  AR/BAXTER
 GF0675  COUNTRY     -  US
 GF0675  USGS QUAD   -  NORFORK SE (2017)
 GF0675
 GF0675                         *CURRENT SURVEY CONTROL
 GF0675  ______________________________________________________________________
 GF0675* NAD 83(1997) POSITION- 36 00 24.23170(N) 092 18 22.90606(W)   ADJUSTED
 GF0675* NAVD 88 ORTHO HEIGHT -   352.    (meters)     1155.    (feet) SCALED
 GF0675  ______________________________________________________________________
 GF0675  GEOID HEIGHT    -        -28.009 (meters)                     GEOID18
 GF0675  LAPLACE CORR    -          1.24  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0675.GEOID18 height accuracy estimate available here.
 GF0675
 GF0675.Click photographs - Photos may exist for this station.
 GF0675
 GF0675.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0675
 GF0675. The following values were computed from the NAD 83(1997) position.
 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     -   0.99994913  x   0.99996305  =   0.99991218
 GF0675!UTM  15      -   0.99994913  x   0.99964815  =   0.99959730
 GF0675
 GF0675:                Primary Azimuth Mark                     Grid Az
 GF0675:SPC AR N     -  GREEN LOOKOUT TOWER                      075 35 36.6
 GF0675:UTM  15      -  GREEN LOOKOUT TOWER                      075 00 26.8
 GF0675
 GF0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV6251184917(NAD 83)
 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
 GF0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0675.See file dsdata.pdf to determine how the superseded data were derived.
 GF0675
 GF0675_MARKER: DS = TRIANGULATION STATION DISK
 GF0675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0675_STAMPING: FIFTY SIX 1953
 GF0675_MARK LOGO: CGS
 GF0675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0675+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DK2089 ***********************************************************************
 DK2089  DESIGNATION -  FIRE TOWER 5 UNIT 1
 DK2089  PID         -  DK2089
 DK2089  STATE/COUNTY-  AR/DREW
 DK2089  COUNTRY     -  US
 DK2089  USGS QUAD   -  COLLINS (2017)
 DK2089
 DK2089                         *CURRENT SURVEY CONTROL
 DK2089  ______________________________________________________________________
 DK2089* NAD 83(1997) POSITION- 33 32 26.57857(N) 091 35 46.86461(W)   ADJUSTED
 DK2089  ______________________________________________________________________
 DK2089  GEOID HEIGHT    -        -25.871 (meters)                     GEOID18
 DK2089  LAPLACE CORR    -         -2.09  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK2089.GEOID18 height accuracy estimate available here.
 DK2089
 DK2089.Click photographs - Photos may exist for this station.
 DK2089
 DK2089.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK2089
 DK2089. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT3032212115(NAD 83)
 DK2089
 DK2089                          SUPERSEDED SURVEY CONTROL
 DK2089
 DK2089  NAD 83(1986)-  33 32 26.58781(N)    091 35 46.85948(W) AD(       ) 3
 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
 DK2089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2089.See file dsdata.pdf to determine how the superseded data were derived.
 DK2089
 DK2089_MARKER: 57 = LOOKOUT 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 = MARCH 20, 2026 22:17:28 EDT
 GE0122 ***********************************************************************
 GE0122  DESIGNATION -  FIRST
 GE0122  PID         -  GE0122
 GE0122  STATE/COUNTY-  AR/GREENE
 GE0122  COUNTRY     -  US
 GE0122  USGS QUAD   -  PARAGOULD EAST (2017)
 GE0122
 GE0122                         *CURRENT SURVEY CONTROL
 GE0122  ______________________________________________________________________
 GE0122* NAD 83(1997) POSITION- 36 04 54.14442(N) 090 29 44.25391(W)   ADJUSTED
 GE0122* NAVD 88 ORTHO HEIGHT -   106.442 (meters)      349.22  (feet) ADJUSTED
 GE0122  ______________________________________________________________________
 GE0122  GEOID HEIGHT    -        -28.249 (meters)                     GEOID18
 GE0122  LAPLACE CORR    -         -0.58  (seconds)                    DEFLEC18
 GE0122  DYNAMIC HEIGHT  -        106.353 (meters)      348.93  (feet) COMP
 GE0122  MODELED GRAVITY -    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 and
 GE0122.adjusted by the NATIONAL GEODETIC SURVEY
 GE0122.in March 2014.
 GE0122
 GE0122.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0122.GEOID18 height accuracy estimate available here.
 GE0122
 GE0122.Click photographs - Photos may exist for this station.
 GE0122
 GE0122.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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     -   0.99998773  x   0.99997354  =   0.99996127
 GE0122!SPC MO E     -   0.99998773  x   0.99993334  =   0.99992107
 GE0122!UTM  15      -   0.99998773  x   1.00022661  =   1.00021434
 GE0122
 GE0122:                Primary Azimuth Mark                     Grid Az
 GE0122:SPC AR N     -  FIRST AZ MK 2                            118 23 18.1
 GE0122:SPC MO E     -  FIRST AZ MK 2                            119 15 40.2
 GE0122:UTM  15      -  FIRST AZ MK 2                            117 47 17.5
 GE0122
 GE0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV2550295914(NAD 83)
 GE0122
 GE0122|---------------------------------------------------------------------|
 GE0122| PID    Reference Object                     Distance      Geod. Az  |
 GE0122|                                                           dddmmss.s |
 GE0122| GE0123 FIRST RM 1                           27.756 METERS 00451     |
 GE0122| GE1009 MARMADUKE MUNICIPAL TANK            APPROX.15.8 KM 0383651.7 |
 GE0122| GE0121 FIRST AZ MK                                        0865857.3 |
 GE0122| GE0124 FIRST RM 2                           28.959 METERS 09608     |
 GE0122| CI4448 FIRST AZ MK 2                       APPROX. 0.6 KM 1191549.5 |
 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  NAVD 88 (06/15/91)  106.433  (m)          349.19   (f) SUPERSEDED  1 2
 GE0122  NGVD 29 (??/??/92)  106.421  (m)          349.15   (f) ADJ UNCH    1 2
 GE0122  NGVD 29             106.42   (m)          349.1    (f) LEVELING    3  
 GE0122
 GE0122.Superseded values are not recommended for survey control.
 GE0122
 GE0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0122.See file dsdata.pdf to determine how the superseded data were derived.
 GE0122
 GE0122_MARKER: DS = TRIANGULATION STATION DISK
 GE0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0122_STAMPING: FIRST 1953
 GE0122_MARK LOGO: CGS
 GE0122_PROJECTION: RECESSED 30 CENTIMETERS
 GE0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0122+STABILITY: SURFACE MOTION
 GE0122_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GE0122+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2012
 GE0122
 GE0122  HISTORY     - Date     Condition        Report By
 GE0122  HISTORY     - 1953     MONUMENTED       CGS
 GE0122  HISTORY     - 1956     GOOD             CGS
 GE0122  HISTORY     - 1970     GOOD             NGS
 GE0122  HISTORY     - 1988     MARK NOT FOUND   USACE
 GE0122  HISTORY     - 1997     GOOD             MOGS
 GE0122  HISTORY     - 20020502 GOOD             USACE
 GE0122  HISTORY     - 20081021 GOOD             ARHD
 GE0122  HISTORY     - 20120925 GOOD             ASSOEN
 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 COAST AND 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 ARMY CORPS OF 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.
 GE0122
 GE0122                          STATION RECOVERY (2008)
 GE0122
 GE0122'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2008 (WDA)
 GE0122'NORTH 24.4 FEET OF THE CENTER LINE OF A PAVED ROAD
 GE0122'SOUTHEAST 62.2 FEET OF A LIGHT POLE
 GE0122'SOUTWEST 80.2 FEET OF A COMBINATION POLE
 GE0122
 GE0122                          STATION RECOVERY (2012)
 GE0122
 GE0122'RECOVERY NOTE BY ASSOCIATED ENGINEERING 2012 (MPM)
 GE0122'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GE0121 ***********************************************************************
 GE0121  DESIGNATION -  FIRST AZ MK
 GE0121  PID         -  GE0121
 GE0121  STATE/COUNTY-  AR/GREENE
 GE0121  COUNTRY     -  US
 GE0121  USGS QUAD   -  PARAGOULD EAST (2017)
 GE0121
 GE0121                         *CURRENT SURVEY CONTROL
 GE0121  ______________________________________________________________________
 GE0121* NAD 83(1986) POSITION- 36 04 54.     (N) 090 29 18.     (W)   SCALED
 GE0121* NAVD 88 ORTHO HEIGHT -   101.747 (meters)      333.81  (feet) ADJUSTED
 GE0121  ______________________________________________________________________
 GE0121  GEOID HEIGHT    -        -28.251 (meters)                     GEOID18
 GE0121  DYNAMIC HEIGHT  -        101.662 (meters)      333.54  (feet) COMP
 GE0121  MODELED GRAVITY -    979,795.4   (mgal)                       NAVD 88
 GE0121
 GE0121  VERT ORDER      -  FIRST     CLASS II
 GE0121
 GE0121.The horizontal coordinates were scaled from a map and have
 GE0121.an estimated accuracy of +/- 6 seconds.
 GE0121
 GE0121.The orthometric height was determined by differential leveling and
 GE0121.adjusted by the NATIONAL GEODETIC SURVEY
 GE0121.in June 1991.
 GE0121
 GE0121.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0121.GEOID18 height accuracy estimate available here.
 GE0121
 GE0121.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV261959(NAD 83)
 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
 GE0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0121.See file dsdata.pdf to determine how the superseded data were derived.
 GE0121
 GE0121_MARKER: DZ = AZIMUTH MARK DISK
 GE0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0121_STAMPING: FIRST 1953
 GE0121_MARK LOGO: CGS
 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             CGS
 GE0121  HISTORY     - 1988     GOOD             USACE
 GE0121  HISTORY     - 20020502 GOOD             USACE
 GE0121  HISTORY     - 20081021 MARK NOT FOUND   ARHD
 GE0121
 GE0121                          STATION DESCRIPTION
 GE0121
 GE0121'DESCRIBED BY COAST AND 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 ARMY CORPS OF 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.
 GE0121
 GE0121                          STATION RECOVERY (2008)
 GE0121
 GE0121'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2008 (WDA)
 GE0121'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 CI4448 ***********************************************************************
 CI4448  DESIGNATION -  FIRST AZ MK 2
 CI4448  PID         -  CI4448
 CI4448  STATE/COUNTY-  AR/GREENE
 CI4448  COUNTRY     -  US
 CI4448  USGS QUAD   -  PARAGOULD EAST (2017)
 CI4448
 CI4448                         *CURRENT SURVEY CONTROL
 CI4448  ______________________________________________________________________
 CI4448* NAD 83(2011) POSITION- 36 04 44.48576(N) 090 29 22.99831(W)   ADJUSTED
 CI4448* NAD 83(2011) ELLIP HT-    61.624 (meters)        (06/27/12)   ADJUSTED
 CI4448* NAD 83(2011) EPOCH   -  2010.00
 CI4448* NAVD 88 ORTHO HEIGHT -    89.869 (meters)      294.85  (feet) ADJUSTED
 CI4448  ______________________________________________________________________
 CI4448  GEOID HEIGHT    -        -28.249 (meters)                     GEOID18
 CI4448  NAD 83(2011) X  -    -44,110.914 (meters)                     COMP
 CI4448  NAD 83(2011) Y  - -5,160,701.204 (meters)                     COMP
 CI4448  NAD 83(2011) Z  -  3,735,318.245 (meters)                     COMP
 CI4448  LAPLACE CORR    -         -0.60  (seconds)                    DEFLEC18
 CI4448  DYNAMIC HEIGHT  -         89.794 (meters)      294.60  (feet) COMP
 CI4448  MODELED GRAVITY -    979,795.1   (mgal)                       NAVD 88
 CI4448
 CI4448  VERT ORDER      -  FIRST     CLASS II
 CI4448
 CI4448  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 CI4448  Standards:
 CI4448         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 CI4448            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 CI4448  -------------------------------------------------------------------
 CI4448  NETWORK    1.46   1.84           0.61   0.58   0.94     -0.19780359
 CI4448  -------------------------------------------------------------------
 CI4448  Click here for local accuracies and other accuracy information.
 CI4448
 CI4448.The horizontal coordinates were established by GPS observations
 CI4448.and adjusted by the National Geodetic Survey in June 2012.
 CI4448
 CI4448.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 CI4448.been affixed to the stable North American tectonic plate. See 
 CI4448.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 CI4448
 CI4448.The horizontal coordinates are valid at the epoch date displayed above
 CI4448.which is a decimal equivalence of Year/Month/Day.
 CI4448
 CI4448.The orthometric height was determined by differential leveling and
 CI4448.adjusted by the NATIONAL GEODETIC SURVEY
 CI4448.in March 2014.
 CI4448
 CI4448.Significant digits in the geoid height do not necessarily reflect accuracy.
 CI4448.GEOID18 height accuracy estimate available here.
 CI4448
 CI4448.Click photographs - Photos may exist for this station.
 CI4448
 CI4448.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CI4448
 CI4448.The Laplace correction was computed from DEFLEC18 derived deflections.
 CI4448
 CI4448.The ellipsoidal height was determined by GPS observations
 CI4448.and is referenced to NAD 83.
 CI4448
 CI4448.The dynamic height is computed by dividing the NAVD 88
 CI4448.geopotential number by the normal gravity value computed on the
 CI4448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CI4448.degrees latitude (g = 980.6199 gals.).
 CI4448
 CI4448.The modeled gravity was interpolated from observed gravity values.
 CI4448
 CI4448. The following values were computed from the NAD 83(2011) position.
 CI4448
 CI4448;                    North         East     Units Scale Factor Converg.
 CI4448;SPC AR N     -   194,717.007   536,027.284   MT  0.99997314   +0 52 43.8
 CI4448;SPC AR N     -   638,834.05  1,758,616.18   sFT  0.99997314   +0 52 43.8
 CI4448;UTM  15      - 3,995,630.577   726,041.827   MT  1.00022962   +1 28 44.1
 CI4448
 CI4448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CI4448!SPC AR N     -   0.99999033  x   0.99997314  =   0.99996347
 CI4448!UTM  15      -   0.99999033  x   1.00022962  =   1.00021995
 CI4448
 CI4448_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV2604195630(NAD 83)
 CI4448
 CI4448                          SUPERSEDED SURVEY CONTROL
 CI4448
 CI4448  NAD 83(2007)-  36 04 44.48577(N)    090 29 22.99934(W) AD(2002.00) 0
 CI4448  ELLIP H (02/10/07)   61.643  (m)                       GP(2002.00)    
 CI4448  NAD 83(1997)-  36 04 44.48573(N)    090 29 22.99913(W) AD(       ) B
 CI4448  ELLIP H (04/05/04)   61.639  (m)                       GP(       ) 3 2
 CI4448  NAVD 88 (03/22/05)   89.88   (m)  GEOID03  model used  GPS OBS        
 CI4448  NAVD 88 (04/05/04)   89.88   (m)  GEOID99  model used  GPS OBS        
 CI4448
 CI4448.Superseded values are not recommended for survey control.
 CI4448
 CI4448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CI4448.See file dsdata.pdf to determine how the superseded data were derived.
 CI4448
 CI4448_MARKER: DZ = AZIMUTH MARK DISK
 CI4448_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CI4448_SP_SET: HEADWALL
 CI4448_STAMPING: FIRST 1953 1970
 CI4448_MARK LOGO: CGS
 CI4448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CI4448+STABILITY: SURFACE MOTION
 CI4448_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CI4448+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2012
 CI4448
 CI4448  HISTORY     - Date     Condition        Report By
 CI4448  HISTORY     - 1970     MONUMENTED       NGS
 CI4448  HISTORY     - 20020621 GOOD             NGS
 CI4448  HISTORY     - 20120925 GOOD             ASSOEN
 CI4448  HISTORY     - 20121001 GOOD             ASSOEN
 CI4448
 CI4448                          STATION DESCRIPTION
 CI4448
 CI4448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 CI4448'WAS DESTROYED AFTER A NEW AZIMUTH MARK WAS SET.
 CI4448'
 CI4448'THE AZIMUTH MARK IS A STANDARD DISK STAMPED FIRST 1953 1970 SET IN A
 CI4448'DRILL HOLE IN THE TOP AND EAST END OF THE NORTH HEADWALL OF THE
 CI4448'ENTRANCE DRIVE TO THE SOUTHWESTERN POWER ADMINISTRATION ELECTRIC
 CI4448'SUB-STATION, 32 FEET EAST OF THE CENTERLINE OF 1 B BUS. ROUTE, 38 FEET
 CI4448'WEST OF THE NORTH GATE POST, 15 FEET NORTH OF THE CENTERLINE OF THE
 CI4448'DRIVE AND 0.1 MILE SOUTH OF THE JUNCTION OF STATE ROUTE 1 AND 1 B BUS.
 CI4448'ROUTE.
 CI4448
 CI4448                          STATION RECOVERY (2002)
 CI4448
 CI4448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002
 CI4448'RECOVERED IN GOOD CONDITION.
 CI4448
 CI4448                          STATION RECOVERY (2012)
 CI4448
 CI4448'RECOVERY NOTE BY ASSOCIATED ENGINEERING 2012 (MPM)
 CI4448'RECOVERED IN GOOD CONDITION.
 CI4448
 CI4448                          STATION RECOVERY (2012)
 CI4448
 CI4448'RECOVERY NOTE BY ASSOCIATED ENGINEERING 2012 (MPM)
 CI4448'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL1435 ***********************************************************************
 DL1435  DESIGNATION -  FISHER
 DL1435  PID         -  DL1435
 DL1435  STATE/COUNTY-  AR/NEVADA
 DL1435  COUNTRY     -  US
 DL1435  USGS QUAD   -  TROY (2017)
 DL1435
 DL1435                         *CURRENT SURVEY CONTROL
 DL1435  ______________________________________________________________________
 DL1435* NAD 83(1997) POSITION- 33 35 11.95217(N) 093 06 40.54470(W)   ADJUSTED
 DL1435* NAVD 88 ORTHO HEIGHT -    99.    (meters)      325.    (feet) SCALED
 DL1435  ______________________________________________________________________
 DL1435  GEOID HEIGHT    -        -26.483 (meters)                     GEOID18
 DL1435  LAPLACE CORR    -          1.39  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1435.GEOID18 height accuracy estimate available here.
 DL1435
 DL1435.Click photographs - Photos may exist for this station.
 DL1435
 DL1435.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1435
 DL1435. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 DL1435:SPC AR S     -  FISHER AZ MK                             311 51 40.1
 DL1435:UTM  15      -  FISHER AZ MK                             311 18 02.6
 DL1435
 DL1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT8967516332(NAD 83)
 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(1993)-  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
 DL1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1435.See file dsdata.pdf to determine how the superseded data were derived.
 DL1435
 DL1435_MARKER: DS = TRIANGULATION STATION DISK
 DL1435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1435_STAMPING: FISHER 1942
 DL1435_MARK LOGO: CGS
 DL1435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1435+STABILITY: SURFACE MOTION
 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.  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 = MARCH 20, 2026 22:17:28 EDT
 DL0733 ***********************************************************************
 DL0733  DESIGNATION -  FLAT
 DL0733  PID         -  DL0733
 DL0733  STATE/COUNTY-  AR/LAFAYETTE
 DL0733  COUNTRY     -  US
 DL0733  USGS QUAD   -  DODDRIDGE SE (2017)
 DL0733
 DL0733                         *CURRENT SURVEY CONTROL
 DL0733  ______________________________________________________________________
 DL0733* NAD 83(1997) POSITION- 33 07 23.17033(N) 093 47 05.04068(W)   ADJUSTED
 DL0733* NAVD 88 ORTHO HEIGHT -    62.942 (meters)      206.50  (feet) ADJUSTED
 DL0733  ______________________________________________________________________
 DL0733  GEOID HEIGHT    -        -26.562 (meters)                     GEOID18
 DL0733  LAPLACE CORR    -          0.71  (seconds)                    DEFLEC18
 DL0733  DYNAMIC HEIGHT  -         62.873 (meters)      206.28  (feet) COMP
 DL0733  MODELED GRAVITY -    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 and
 DL0733.adjusted by the NATIONAL GEODETIC SURVEY
 DL0733.in June 1991.
 DL0733
 DL0733.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0733.GEOID18 height accuracy estimate available here.
 DL0733
 DL0733.Click photographs - Photos may exist for this station.
 DL0733
 DL0733.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999429  x   1.00004392  =   1.00003821
 DL0733!SPC LA N     -   0.99999429  x   1.00013599  =   1.00013028
 DL0733!UTM  15      -   0.99999429  x   0.99966607  =   0.99966036
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS2679465208(NAD 83)
 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(1993)-  33 07 23.17972(N)    093 47 05.03335(W) AD(       ) 1
 DL0733  NAD 83(1993)-  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  NGVD 29              63.01   (m)          206.7    (f) LEVELING    3  
 DL0733
 DL0733.Superseded values are not recommended for survey control.
 DL0733
 DL0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0733.See file dsdata.pdf to determine how the superseded data were derived.
 DL0733
 DL0733_MARKER: DS = TRIANGULATION STATION DISK
 DL0733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0733_STAMPING: FLAT 1950
 DL0733_MARK LOGO: CGS
 DL0733_PROJECTION: FLUSH
 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             CGS
 DL0733  HISTORY     - 1963     GOOD             CGS
 DL0733  HISTORY     - 1963     GOOD             CGS
 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 COAST AND 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 COAST AND GEODETIC SURVEY 1963
 DL0733'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0730 ***********************************************************************
 DL0730  DESIGNATION -  FLAT AZ MK RESET
 DL0730  PID         -  DL0730
 DL0730  STATE/COUNTY-  AR/LAFAYETTE
 DL0730  COUNTRY     -  US
 DL0730  USGS QUAD   -  DODDRIDGE NE (2017)
 DL0730
 DL0730                         *CURRENT SURVEY CONTROL
 DL0730  ______________________________________________________________________
 DL0730* NAD 83(1986) POSITION- 33 07 46.     (N) 093 46 43.     (W)   SCALED
 DL0730* NAVD 88 ORTHO HEIGHT -    63.785 (meters)      209.27  (feet) ADJUSTED
 DL0730  ______________________________________________________________________
 DL0730  GEOID HEIGHT    -        -26.565 (meters)                     GEOID18
 DL0730  DYNAMIC HEIGHT  -         63.715 (meters)      209.04  (feet) COMP
 DL0730  MODELED GRAVITY -    979,549.1   (mgal)                       NAVD 88
 DL0730
 DL0730  VERT ORDER      -  FIRST     CLASS II
 DL0730
 DL0730.The horizontal coordinates were scaled from a map and have
 DL0730.an estimated accuracy of +/- 6 seconds.
 DL0730
 DL0730.The orthometric height was determined by differential leveling and
 DL0730.adjusted by the NATIONAL GEODETIC SURVEY
 DL0730.in June 1991.
 DL0730
 DL0730.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0730.GEOID18 height accuracy estimate available here.
 DL0730
 DL0730.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS273659(NAD 83)
 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
 DL0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0730.See file dsdata.pdf to determine how the superseded data were derived.
 DL0730
 DL0730_MARKER: DZ = AZIMUTH MARK DISK
 DL0730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0730_STAMPING: FLAT 1950 RESET 1955
 DL0730_MARK LOGO: CGS
 DL0730_PROJECTION: PROJECTING 10 CENTIMETERS
 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             CGS
 DL0730
 DL0730                          STATION DESCRIPTION
 DL0730
 DL0730'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2954 ***********************************************************************
 EH2954  DESIGNATION -  FLAT LAKE
 EH2954  PID         -  EH2954
 EH2954  STATE/COUNTY-  AR/PHILLIPS
 EH2954  COUNTRY     -  US
 EH2954  USGS QUAD   -  HENRICO NE (2017)
 EH2954
 EH2954                         *CURRENT SURVEY CONTROL
 EH2954  ______________________________________________________________________
 EH2954* NAD 83(1997) POSITION- 34 13 05.12931(N) 091 03 27.00009(W)   ADJUSTED
 EH2954* NAVD 88 ORTHO HEIGHT -    54.43  (+/-2cm)      178.6   (feet) VERTCON3
 EH2954  ______________________________________________________________________
 EH2954  GEOID HEIGHT    -        -26.616 (meters)                     GEOID18
 EH2954  LAPLACE CORR    -         -1.41  (seconds)                    DEFLEC18
 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
 EH2954.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2954.GEOID18 height accuracy estimate available here.
 EH2954
 EH2954.The vertical order pertains to the NGVD 29 superseded value.
 EH2954
 EH2954.Click photographs - Photos may exist for this station.
 EH2954
 EH2954.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2954
 EH2954. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999563  x   0.99992359  =   0.99991922
 EH2954!UTM  15      -   0.99999563  x   0.99999470  =   0.99999033
 EH2954
 EH2954:                Primary Azimuth Mark                     Grid Az
 EH2954:SPC AR S     -  FLAT LAKE AZ MK                          332 23 59.4
 EH2954:UTM  15      -  FLAT LAKE AZ MK                          331 50 04.9
 EH2954
 EH2954_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT7893888044(NAD 83)
 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(1993)-  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              54.48   (m)          178.7    (f) LEVELING    3  
 EH2954
 EH2954.Superseded values are not recommended for survey control.
 EH2954
 EH2954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2954.See file dsdata.pdf to determine how the superseded data were derived.
 EH2954
 EH2954_MARKER: DS = TRIANGULATION STATION DISK
 EH2954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2954_STAMPING: FLAT LAKE 1964
 EH2954_MARK LOGO: CGS
 EH2954_PROJECTION: FLUSH
 EH2954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2954+STABILITY: SURFACE MOTION
 EH2954_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2954+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2007
 EH2954
 EH2954  HISTORY     - Date     Condition        Report By
 EH2954  HISTORY     - 1964     MONUMENTED       CGS
 EH2954  HISTORY     - 20070831 GOOD             USACE
 EH2954
 EH2954                          STATION DESCRIPTION
 EH2954
 EH2954'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RAT)
 EH2954'STATION IS ABOUT 12 MILES SOUTH-SOUTHEAST OF ST. CHARLES, 6 MILES WEST
 EH2954'OF MELLWOOD, 1/2 MILE SOUTH OF FLAT LAKE AND ON PROPERTY CONTROLLED BY
 EH2954'THE LEVEE BOARD.
 EH2954'
 EH2954'TO REACH THE STATION FROM THE CROSSROAD JUST EAST OF THE RAILROAD
 EH2954'STATION IN MELLWOOD, GO WEST ON A GRAVELED ROAD FOR 3.05 MILES TO A
 EH2954'CROSSROAD.  CONTINUE NORTHWEST ON THE GRAVELED ROAD FOR 2.55 MILES TO
 EH2954'A BRIDGE OVER CYPRESS LAKE.  CONTINUE SOUTHWEST ON THE GRAVELED ROAD
 EH2954'FOR 1.3 MILES TO THE TOP OF A LEVEE.  TURN LEFT AND GO SOUTHEAST ON
 EH2954'THE LEVEE ROAD FOR 0.05 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 EH2954'CONTINUE SOUTHEAST ON THE LEVEE ROAD FOR 0.45 MILE TO THE STATION ON
 EH2954'THE LEFT.
 EH2954'
 EH2954'STATION MARKS ARE STANDARD DISKS STAMPED FLAT LAKE 1964.  THE SURFACE
 EH2954'DISK IS SET IN A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 EH2954'SURFACE OF THE GROUND.  IT IS 5 FEET SOUTH OF A METAL WITNESS POST, 29
 EH2954'FEET EAST OF THE CENTERLINE OF THE LEVEE ROAD AND 172 FEET NORTH OF
 EH2954'MILEPOST NO. 28/29.
 EH2954'
 EH2954'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 45 INCHES
 EH2954'BELOW THE SURFACE OF THE GROUND.
 EH2954'
 EH2954'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED FLAT LAKE NO 1 1964, IS
 EH2954'SET IN A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE OF
 EH2954'THE GROUND.  IT IS 2 FEET NORTHEAST OF A METAL WITNESS POST, 15 FEET
 EH2954'SOUTHEAST OF THE CENTERLINE OF THE LEVEE ROAD AND 95 FEET NORTH OF
 EH2954'MILEPOST NO. 28/29.
 EH2954'
 EH2954'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED FLAT LAKE NO 2 1964, IS
 EH2954'SET IN A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE OF
 EH2954'THE GROUND.  IT IS 2 FEET SOUTH OF A METAL WITNESS POST AND 15 FEET
 EH2954'SOUTHWEST OF THE CENTERLINE OF THE LEVEE ROAD.
 EH2954'
 EH2954'AZIMUTH MARK, A STANDARD DISK STAMPED FLAT LAKE 1964, IS SET IN A
 EH2954'SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE OF THE
 EH2954'GROUND.  IT IS 2 FEET SOUTH OF A METAL WITNESS POST AND 14 FEET
 EH2954'SOUTHWEST OF THE CENTERLINE OF THE LEVEE ROAD.
 EH2954'
 EH2954'THE STATION WAS ESTABLISHED IN 1964 AND OCCUPIED IN 1965.  REFERENCE
 EH2954'MARKS WERE MEASURED PULLING 5 KG. TAPE TENSION.  HEIGHT OF LIGHT ABOVE
 EH2954'STATION MARK 30 METERS.
 EH2954
 EH2954                          STATION RECOVERY (2007)
 EH2954
 EH2954'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2007 (POP)
 EH2954'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0731 ***********************************************************************
 DL0731  DESIGNATION -  FLAT RM 2
 DL0731  PID         -  DL0731
 DL0731  STATE/COUNTY-  AR/LAFAYETTE
 DL0731  COUNTRY     -  US
 DL0731  USGS QUAD   -  DODDRIDGE SE (2017)
 DL0731
 DL0731                         *CURRENT SURVEY CONTROL
 DL0731  ______________________________________________________________________
 DL0731* NAD 83(1986) POSITION- 33 07 23.58   (N) 093 47 03.82   (W)   HD_HELD1
 DL0731* NAVD 88 ORTHO HEIGHT -    63.192 (meters)      207.32  (feet) ADJUSTED
 DL0731  ______________________________________________________________________
 DL0731  GEOID HEIGHT    -        -26.562 (meters)                     GEOID18
 DL0731  DYNAMIC HEIGHT  -         63.123 (meters)      207.10  (feet) COMP
 DL0731  MODELED GRAVITY -    979,548.3   (mgal)                       NAVD 88
 DL0731
 DL0731  VERT ORDER      -  FIRST     CLASS II
 DL0731
 DL0731.The horizontal coordinates were determined by differentially corrected
 DL0731.hand held GPS observations or other comparable positioning techniques
 DL0731.and have an estimated accuracy of +/- 3 meters.
 DL0731
 DL0731.The orthometric height was determined by differential leveling and
 DL0731.adjusted by the NATIONAL GEODETIC SURVEY
 DL0731.in June 1991.
 DL0731
 DL0731.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0731.GEOID18 height accuracy estimate available here.
 DL0731
 DL0731.Click photographs - Photos may exist for this station.
 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     -   452,089.9     233,475.9     MT  (+/- 3 meters HH1 GPS) 
 DL0731
 DL0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS2682665220(NAD 83)
 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
 DL0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0731.See file dsdata.pdf to determine how the superseded data were derived.
 DL0731
 DL0731_MARKER: DR = REFERENCE MARK DISK
 DL0731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0731_STAMPING: FLAT NO 2 1950
 DL0731_MARK LOGO: CGS
 DL0731_PROJECTION: PROJECTING 10 CENTIMETERS
 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             CGS
 DL0731  HISTORY     - 1963     GOOD             CGS
 DL0731
 DL0731                          STATION DESCRIPTION
 DL0731
 DL0731'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 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 COAST AND GEODETIC SURVEY 1963
 DL0731'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0699 ***********************************************************************
 GF0699  DESIGNATION -  FLIPPIN
 GF0699  PID         -  GF0699
 GF0699  STATE/COUNTY-  AR/MARION
 GF0699  COUNTRY     -  US
 GF0699  USGS QUAD   -  COTTER (2017)
 GF0699
 GF0699                         *CURRENT SURVEY CONTROL
 GF0699  ______________________________________________________________________
 GF0699* NAD 83(1997) POSITION- 36 15 39.17114(N) 092 37 02.42020(W)   ADJUSTED
 GF0699* NAVD 88 ORTHO HEIGHT -   213.    (meters)      699.    (feet) SCALED
 GF0699  ______________________________________________________________________
 GF0699  GEOID HEIGHT    -        -28.462 (meters)                     GEOID18
 GF0699  LAPLACE CORR    -         -0.69  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0699.GEOID18 height accuracy estimate available here.
 GF0699
 GF0699.Click photographs - Photos may exist for this station.
 GF0699
 GF0699.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0699
 GF0699. The following values were computed from the NAD 83(1997) position.
 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     -   0.99997102  x   1.00000556  =   0.99997658
 GF0699!UTM  15      -   0.99997102  x   0.99961456  =   0.99958559
 GF0699
 GF0699:                Primary Azimuth Mark                     Grid Az
 GF0699:SPC AR N     -  FLIPPIN AZ MK                            221 13 23.4
 GF0699:UTM  15      -  FLIPPIN AZ MK                            220 38 15.4
 GF0699
 GF0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA3437412952(NAD 83)
 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
 GF0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0699.See file dsdata.pdf to determine how the superseded data were derived.
 GF0699
 GF0699_MARKER: DS = TRIANGULATION STATION DISK
 GF0699_SETTING: 66 = SET IN ROCK OUTCROP
 GF0699_STAMPING: FLIPPIN 1954
 GF0699_MARK LOGO: CGS
 GF0699_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GF0699+STABILITY: POSITION/ELEVATION WELL
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0698 ***********************************************************************
 GF0698  DESIGNATION -  FLIPPIN MUNICIPAL AIRPORT BCN
 GF0698  PID         -  GF0698
 GF0698  STATE/COUNTY-  AR/MARION
 GF0698  COUNTRY     -  US
 GF0698  USGS QUAD   -  COTTER (2017)
 GF0698
 GF0698                         *CURRENT SURVEY CONTROL
 GF0698  ______________________________________________________________________
 GF0698* NAD 83(1997) POSITION- 36 17 27.63346(N) 092 35 14.49516(W)   ADJUSTED
 GF0698  ______________________________________________________________________
 GF0698  GEOID HEIGHT    -        -28.471 (meters)                     GEOID18
 GF0698  LAPLACE CORR    -         -0.47  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0698.GEOID18 height accuracy estimate available here.
 GF0698
 GF0698.Click photographs - Photos may exist for this station.
 GF0698
 GF0698.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0698
 GF0698. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA3705316305(NAD 83)
 GF0698
 GF0698                          SUPERSEDED SURVEY CONTROL
 GF0698
 GF0698  NAD 83(1986)-  36 17 27.64536(N)    092 35 14.49680(W) AD(       ) 3
 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
 GF0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0698.See file dsdata.pdf to determine how the superseded data were derived.
 GF0698
 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 = MARCH 20, 2026 22:17:28 EDT
 GF1018 ***********************************************************************
 GF1018  DESIGNATION -  FLIPPORT
 GF1018  PID         -  GF1018
 GF1018  STATE/COUNTY-  AR/MARION
 GF1018  COUNTRY     -  US
 GF1018  USGS QUAD   -  COTTER (2017)
 GF1018
 GF1018                         *CURRENT SURVEY CONTROL
 GF1018  ______________________________________________________________________
 GF1018* NAD 83(1997) POSITION- 36 17 38.47533(N) 092 35 05.33472(W)   ADJUSTED
 GF1018* NAD 83(1997) ELLIP HT-   191.041 (meters)        (09/24/01)   ADJUSTED
 GF1018* NAVD 88 ORTHO HEIGHT -   219.4   (meters)      720.    (feet) VERTCON3
 GF1018  ______________________________________________________________________
 GF1018  GEOID HEIGHT    -        -28.471 (meters)                     GEOID18
 GF1018  NAD 83(1997) X  -   -232,116.491 (meters)                     COMP
 GF1018  NAD 83(1997) Y  - -5,141,671.895 (meters)                     COMP
 GF1018  NAD 83(1997) Z  -  3,754,649.675 (meters)                     COMP
 GF1018  LAPLACE CORR    -         -0.46  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF1018.GEOID18 height accuracy estimate available here.
 GF1018
 GF1018.Click photographs - Photos may exist for this station.
 GF1018
 GF1018.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GF1018
 GF1018.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF1018
 GF1018.The ellipsoidal height was determined by GPS observations
 GF1018.and is referenced to NAD 83.
 GF1018
 GF1018. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA3728016640(NAD 83)
 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)  191.052  (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)  RAPSU86  model used  GPS OBS        
 GF1018
 GF1018.Superseded values are not recommended for survey control.
 GF1018
 GF1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF1018.See file dsdata.pdf to determine how the superseded data were derived.
 GF1018
 GF1018_MARKER: DH = HORIZONTAL CONTROL DISK
 GF1018_SETTING: 66 = SET 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 - April 10, 2014
 GF1018
 GF1018  HISTORY     - Date     Condition        Report By
 GF1018  HISTORY     - 1990     MONUMENTED       NGS
 GF1018  HISTORY     - 20060927 GOOD             JCLS
 GF1018  HISTORY     - 20140410 GOOD             ARHD
 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.
 GF1018
 GF1018                          STATION RECOVERY (2014)
 GF1018
 GF1018'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014
 GF1018'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF1019 ***********************************************************************
 GF1019  DESIGNATION -  FLIPPORT AZ MK
 GF1019  PID         -  GF1019
 GF1019  STATE/COUNTY-  AR/MARION
 GF1019  COUNTRY     -  US
 GF1019  USGS QUAD   -  COTTER (2017)
 GF1019
 GF1019                         *CURRENT SURVEY CONTROL
 GF1019  ______________________________________________________________________
 GF1019* NAD 83(1997) POSITION- 36 17 23.88573(N) 092 35 31.62211(W)   ADJUSTED
 GF1019* NAD 83(1997) ELLIP HT-   177.692 (meters)        (09/24/01)   ADJUSTED
 GF1019* NAVD 88 ORTHO HEIGHT -   206.0   (meters)      676.    (feet) VERTCON3
 GF1019  ______________________________________________________________________
 GF1019  GEOID HEIGHT    -        -28.470 (meters)                     GEOID18
 GF1019  NAD 83(1997) X  -   -232,783.320 (meters)                     COMP
 GF1019  NAD 83(1997) Y  - -5,141,897.436 (meters)                     COMP
 GF1019  NAD 83(1997) Z  -  3,754,279.299 (meters)                     COMP
 GF1019  LAPLACE CORR    -         -0.55  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF1019.GEOID18 height accuracy estimate available here.
 GF1019
 GF1019.Click photographs - Photos may exist for this station.
 GF1019
 GF1019.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GF1019
 GF1019.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF1019
 GF1019.The ellipsoidal height was determined by GPS observations
 GF1019.and is referenced to NAD 83.
 GF1019
 GF1019. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA3662616188(NAD 83)
 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)  177.703  (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)  RAPSU86  model used  GPS OBS        
 GF1019
 GF1019.Superseded values are not recommended for survey control.
 GF1019
 GF1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF1019.See file dsdata.pdf to determine how the superseded data were derived.
 GF1019
 GF1019_MARKER: DZ = AZIMUTH MARK DISK
 GF1019_SETTING: 66 = SET 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 - April 10, 2014
 GF1019
 GF1019  HISTORY     - Date     Condition        Report By
 GF1019  HISTORY     - 1990     MONUMENTED       NGS
 GF1019  HISTORY     - 20140410 GOOD             ARHD
 GF1019
 GF1019                          STATION DESCRIPTION
 GF1019
 GF1019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GF1019'NO ORIGINAL DESCRIPTION, SEE FLIPPORT (GF1018) FOR GENERAL AREA.
 GF1019
 GF1019                          STATION RECOVERY (2014)
 GF1019
 GF1019'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014
 GF1019'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0667 ***********************************************************************
 EJ0667  DESIGNATION -  FLIRT
 EJ0667  PID         -  EJ0667
 EJ0667  STATE/COUNTY-  AR/HOT SPRING
 EJ0667  COUNTRY     -  US
 EJ0667  USGS QUAD   -  MALVERN SOUTH (2017)
 EJ0667
 EJ0667                         *CURRENT SURVEY CONTROL
 EJ0667  ______________________________________________________________________
 EJ0667* NAD 83(1986) POSITION- 34 21 20.41   (N) 092 49 26.71   (W)   HD_HELD1
 EJ0667* NAVD 88 ORTHO HEIGHT -    81.464 (meters)      267.27  (feet) ADJUSTED
 EJ0667  ______________________________________________________________________
 EJ0667  GEOID HEIGHT    -        -26.499 (meters)                     GEOID18
 EJ0667  DYNAMIC HEIGHT  -         81.385 (meters)      267.01  (feet) COMP
 EJ0667  MODELED GRAVITY -    979,668.1   (mgal)                       NAVD 88
 EJ0667
 EJ0667  VERT ORDER      -  FIRST     CLASS II
 EJ0667
 EJ0667.The horizontal coordinates were determined by differentially corrected
 EJ0667.hand held GPS observations or other comparable positioning techniques
 EJ0667.and have an estimated accuracy of +/- 3 meters.
 EJ0667
 EJ0667.The orthometric height was determined by differential leveling and
 EJ0667.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0667.in June 1991.
 EJ0667
 EJ0667.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0667.GEOID18 height accuracy estimate available here.
 EJ0667
 EJ0667.Click photographs - Photos may exist for this station.
 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     -   587,637.7     324,191.6     MT  (+/- 3 meters HH1 GPS) 
 EJ0667
 EJ0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU1617701607(NAD 83)
 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
 EJ0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0667.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0667
 EJ0667_MARKER: DB = BENCH MARK DISK
 EJ0667_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0667_STAMPING: FLIRT 1935
 EJ0667_MARK LOGO: CGS
 EJ0667_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0667
 EJ0667  HISTORY     - Date     Condition        Report By
 EJ0667  HISTORY     - 1935     MONUMENTED       CGS
 EJ0667  HISTORY     - 1975     MARK NOT FOUND   USGS
 EJ0667  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ0667
 EJ0667                          STATION DESCRIPTION
 EJ0667
 EJ0667'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EH2638 ***********************************************************************
 EH2638  DESIGNATION -  FLOOD
 EH2638  PID         -  EH2638
 EH2638  STATE/COUNTY-  AR/DESHA
 EH2638  COUNTRY     -  US
 EH2638  USGS QUAD   -  SNOW LAKE (2017)
 EH2638
 EH2638                         *CURRENT SURVEY CONTROL
 EH2638  ______________________________________________________________________
 EH2638* NAD 83(1997) POSITION- 34 03 33.03924(N) 091 04 37.05378(W)   ADJUSTED
 EH2638* NAD 83(1997) ELLIP HT-    28.294 (meters)        (09/14/99)   ADJUSTED
 EH2638* NAVD 88 ORTHO HEIGHT -    54.575 (meters)      179.05  (feet) ADJUSTED
 EH2638  ______________________________________________________________________
 EH2638  GEOID HEIGHT    -        -26.489 (meters)                     GEOID18
 EH2638  NAD 83(1997) X  -    -99,420.201 (meters)                     COMP
 EH2638  NAD 83(1997) Y  - -5,288,673.938 (meters)                     COMP
 EH2638  NAD 83(1997) Z  -  3,551,902.439 (meters)                     COMP
 EH2638  LAPLACE CORR    -         -1.40  (seconds)                    DEFLEC18
 EH2638  DYNAMIC HEIGHT  -         54.521 (meters)      178.87  (feet) COMP
 EH2638  MODELED GRAVITY -    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 and
 EH2638.adjusted by the NATIONAL GEODETIC SURVEY
 EH2638.in June 1991.
 EH2638
 EH2638.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2638.GEOID18 height accuracy estimate available here.
 EH2638
 EH2638.Click photographs - Photos may exist for this station.
 EH2638
 EH2638.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH2638
 EH2638.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2638
 EH2638.The ellipsoidal height was determined by GPS observations
 EH2638.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT7747770385(NAD 83)
 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(1993)-  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              54.62   (m)          179.2    (f) LEVELING    3  
 EH2638  NGVD 29              54.70   (m)          179.5    (f) LEVELING    3  
 EH2638  NGVD 29 (11/26/84)   54.624  (m)          179.21   (f) ADJUSTED    1 2
 EH2638
 EH2638.Superseded values are not recommended for survey control.
 EH2638
 EH2638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2638.See file dsdata.pdf to determine how the superseded data were derived.
 EH2638
 EH2638_MARKER: DS = TRIANGULATION STATION DISK
 EH2638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 - August 31, 2007
 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             USACE
 EH2638  HISTORY     - 20070831 GOOD             USACE
 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 ARMY CORPS OF ENGINEERS 2000 (JMH)
 EH2638'RECOVERED IN GOOD CONDITION.
 EH2638
 EH2638                          STATION RECOVERY (2007)
 EH2638
 EH2638'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2007 (POP)
 EH2638'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH2640 ***********************************************************************
 EH2640  DESIGNATION -  FLOOD AZ MK
 EH2640  PID         -  EH2640
 EH2640  STATE/COUNTY-  AR/DESHA
 EH2640  COUNTRY     -  US
 EH2640  USGS QUAD   -  SNOW LAKE (2017)
 EH2640
 EH2640                         *CURRENT SURVEY CONTROL
 EH2640  ______________________________________________________________________
 EH2640* NAD 83(1997) POSITION- 34 04 04.32774(N) 091 04 30.22855(W)   ADJUSTED
 EH2640* NAD 83(1997) ELLIP HT-    27.068 (meters)        (09/14/99)   ADJUSTED
 EH2640* NAVD 88 ORTHO HEIGHT -    53.373 (meters)      175.11  (feet) ADJUSTED
 EH2640  ______________________________________________________________________
 EH2640  GEOID HEIGHT    -        -26.494 (meters)                     GEOID18
 EH2640  NAD 83(1997) X  -    -99,235.050 (meters)                     COMP
 EH2640  NAD 83(1997) Y  - -5,288,136.318 (meters)                     COMP
 EH2640  NAD 83(1997) Z  -  3,552,700.403 (meters)                     COMP
 EH2640  LAPLACE CORR    -         -1.39  (seconds)                    DEFLEC18
 EH2640  DYNAMIC HEIGHT  -         53.320 (meters)      174.93  (feet) COMP
 EH2640  MODELED GRAVITY -    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 and
 EH2640.adjusted by the NATIONAL GEODETIC SURVEY
 EH2640.in June 1991.
 EH2640
 EH2640.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2640.GEOID18 height accuracy estimate available here.
 EH2640
 EH2640.Click photographs - Photos may exist for this station.
 EH2640
 EH2640.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH2640
 EH2640.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2640
 EH2640.The ellipsoidal height was determined by GPS observations
 EH2640.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT7763471353(NAD 83)
 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(1993)-  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              53.42   (m)          175.3    (f) LEVELING    3  
 EH2640  NGVD 29 (11/26/84)   53.422  (m)          175.27   (f) ADJUSTED    1 2
 EH2640
 EH2640.Superseded values are not recommended for survey control.
 EH2640
 EH2640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2640.See file dsdata.pdf to determine how the superseded data were derived.
 EH2640
 EH2640_MARKER: DZ = AZIMUTH MARK DISK
 EH2640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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     - 1964     MONUMENTED       CGS
 EH2640  HISTORY     - 1985     GOOD             NGS
 EH2640
 EH2640                          STATION DESCRIPTION
 EH2640
 EH2640'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RAT)
 EH2640'THE STATION IS LOCATED ABOUT 5 KM (2 MI) WEST OF SNOW LAKE, ON A
 EH2640'NORTH-SOUTH LEVEE BORDERING THE WHITE RIVER NATIONAL WILDLIFE REFUGE,
 EH2640'1.0 KM (0.6 MI) NORTH OF FLOOD 1964, AT A MILEPOST IN T7S, R1W,
 EH2640'CENTERAL SECTION 24.  OWNERSHIP--WHITE RIVER DISTRICT PHILLIPS AND
 EH2640'DESHA COUNTIES, ARKANSAS.
 EH2640'
 EH2640'TO REACH FROM THE END OF THE PAVEMENT OF STATE HIGHWAY 85 IN SNOW LAKE
 EH2640'(AT A RAILROAD CROSSING), GO NORTHWEST ON HIGHWAY 85 FOR 0.55 KM
 EH2640'(0.35 MI) TO A FORK.  KEEP LEFT ON A DIRT ROAD FOR 0.33 KM (0.2 MI)
 EH2640'TO A ROAD LEFT AT A LEVEE.  TURN LEFT (SOUTHWEST) ALONG BASE OF LEVEE
 EH2640'FOR 3.05 KM (1.9 MI) TO A FORK ON TOP OF LEVEE.  BEAR RIGHT NORTHWEST,
 EH2640'ON LEVEE ROAD FOR 1.95 KM (1.2 MI) TO FLOOD 1964 ON THE LEFT AT A
 EH2640'SHARP TURN RIGHT.  TURN RIGHT ON LEVEE ROAD FOR 0.95 KM (0.6 MI) TO A
 EH2640'MILEPOST AND THE STATION ON THE RIGHT.
 EH2640'
 EH2640'STATION MARK, A STANDARD NGS AZIMUTH DISK STAMPED--FLOOD 1964--, IS
 EH2640'SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 1 CM.  IT IS 7.3
 EH2640'METERS EAST OF THE ROAD CENTER, ABOUT 15 METERS SOUTHEAST OF THE
 EH2640'JUNCTION OF THE LEVEE ROAD WITH A RAMP LEADING SOUTHWEST, 1.6 METERS
 EH2640'WEST OF THE MILEPOST, 0.4 METER SOUTH OF THE FIBERGLASS WITNESS POST,
 EH2640'AND 0.2 METER LOWER THAN THE ROAD.  NO UNDERGROUND MARK FOR THIS
 EH2640'STATION.
 EH2640'
 EH2640'THIS STATION IS INTERVISIBLE WITH FLOOD 1964.
 EH2640
 EH2640                          STATION RECOVERY (1985)
 EH2640
 EH2640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (GRH)
 EH2640'8.1 KM (5.0 MI) SOUTHWEST FROM SNOW LAKE.  3.4 KM (2.1 MI) SOUTHWEST
 EH2640'ALONG THE MISSOURI PACIFIC RAILROAD FROM THE JUNCTION OF STATE ROUTE
 EH2640'85 IN SNOW LAKE, THENCE 1.7 KM (1.05 MI) NORTHERLY ALONG THE TOP OF
 EH2640'THE MAIN LEVEE TO THE JUNCTION OF THE LEVEE ROADS, THENCE 2.0 KM
 EH2640'(1.25 MI) WEST-NORTHWEST ALONG THE TOP OF THE MAIN LEVEE TO
 EH2640'TRIANGULATION STATION FLOOD, THENCE 0.95 KM (0.6 MI) NORTH ALONG THE
 EH2640'TOP OF THE MAIN LEVEE TO THE AZMUTH MARK ON THE RIGHT, 7.3 METERS
 EH2640'(23.9 FT) EAST OF THE APPROXIMATE CENTER OF THE LEVEE ROAD, 15.0
 EH2640'METERS (49.2 FT) SOUTHEAST OF THE CENTER OF THE JUNCTION ROAD AND A
 EH2640'RAMP LEADING SOUTHWEST, AND 1.6 METERS (5.2 FT) WEST OF A MILEPOST
 EH2640'MARKER.  IT IS 0.41 METERS SOUTH FROM A WITNESS POST.  IT IS 0.2 M
 EH2640'BELOW LEVEE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH2639 ***********************************************************************
 EH2639  DESIGNATION -  FLOOD RM 1
 EH2639  PID         -  EH2639
 EH2639  STATE/COUNTY-  AR/DESHA
 EH2639  COUNTRY     -  US
 EH2639  USGS QUAD   -  SNOW LAKE (2017)
 EH2639
 EH2639                         *CURRENT SURVEY CONTROL
 EH2639  ______________________________________________________________________
 EH2639* NAD 83(1986) POSITION- 34 03 33.78   (N) 091 04 36.73   (W)   HD_HELD1
 EH2639* NAVD 88 ORTHO HEIGHT -    54.378 (meters)      178.41  (feet) ADJUSTED
 EH2639  ______________________________________________________________________
 EH2639  GEOID HEIGHT    -        -26.489 (meters)                     GEOID18
 EH2639  DYNAMIC HEIGHT  -         54.324 (meters)      178.23  (feet) COMP
 EH2639  MODELED GRAVITY -    979,644.2   (mgal)                       NAVD 88
 EH2639
 EH2639  VERT ORDER      -  FIRST     CLASS II
 EH2639
 EH2639.The horizontal coordinates were determined by differentially corrected
 EH2639.hand held GPS observations or other comparable positioning techniques
 EH2639.and have an estimated accuracy of +/- 3 meters.
 EH2639
 EH2639.The orthometric height was determined by differential leveling and
 EH2639.adjusted by the NATIONAL GEODETIC SURVEY
 EH2639.in June 1991.
 EH2639
 EH2639.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2639.GEOID18 height accuracy estimate available here.
 EH2639
 EH2639.Click photographs - Photos may exist for this station.
 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     -   554,853.4     485,215.7     MT  (+/- 3 meters HH1 GPS) 
 EH2639
 EH2639_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT7748570408(NAD 83)
 EH2639
 EH2639                          SUPERSEDED SURVEY CONTROL
 EH2639
 EH2639  NGVD 29 (11/26/84)   54.427  (m)          178.57   (f) ADJUSTED    1 2
 EH2639
 EH2639.Superseded values are not recommended for survey control.
 EH2639
 EH2639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2639.See file dsdata.pdf to determine how the superseded data were derived.
 EH2639
 EH2639_MARKER: DR = REFERENCE MARK DISK
 EH2639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 EH2639'3.4 KM (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.  IT IS 0.31 METERS
 EH2639'NORTH FROM A WITNESS POST AND LEVEL WITH LEVEE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH2637 ***********************************************************************
 EH2637  DESIGNATION -  FLOOD RM 2
 EH2637  PID         -  EH2637
 EH2637  STATE/COUNTY-  AR/DESHA
 EH2637  COUNTRY     -  US
 EH2637  USGS QUAD   -  SNOW LAKE (2017)
 EH2637
 EH2637                         *CURRENT SURVEY CONTROL
 EH2637  ______________________________________________________________________
 EH2637* NAD 83(1986) POSITION- 34 03 32.93   (N) 091 04 36.07   (W)   HD_HELD1
 EH2637* NAVD 88 ORTHO HEIGHT -    54.489 (meters)      178.77  (feet) ADJUSTED
 EH2637  ______________________________________________________________________
 EH2637  GEOID HEIGHT    -        -26.490 (meters)                     GEOID18
 EH2637  DYNAMIC HEIGHT  -         54.435 (meters)      178.59  (feet) COMP
 EH2637  MODELED GRAVITY -    979,644.2   (mgal)                       NAVD 88
 EH2637
 EH2637  VERT ORDER      -  FIRST     CLASS II
 EH2637
 EH2637.The horizontal coordinates were determined by differentially corrected
 EH2637.hand held GPS observations or other comparable positioning techniques
 EH2637.and have an estimated accuracy of +/- 3 meters.
 EH2637
 EH2637.The orthometric height was determined by differential leveling and
 EH2637.adjusted by the NATIONAL GEODETIC SURVEY
 EH2637.in June 1991.
 EH2637
 EH2637.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2637.GEOID18 height accuracy estimate available here.
 EH2637
 EH2637.Click photographs - Photos may exist for this station.
 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     -   554,827.4     485,232.9     MT  (+/- 3 meters HH1 GPS) 
 EH2637
 EH2637_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT7750370383(NAD 83)
 EH2637
 EH2637                          SUPERSEDED SURVEY CONTROL
 EH2637
 EH2637  NGVD 29 (11/26/84)   54.538  (m)          178.93   (f) ADJUSTED    1 2
 EH2637
 EH2637.Superseded values are not recommended for survey control.
 EH2637
 EH2637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2637.See file dsdata.pdf to determine how the superseded data were derived.
 EH2637
 EH2637_MARKER: DR = REFERENCE MARK DISK
 EH2637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 EH2637'3.4 KM (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.  IT IS 0.31
 EH2637'METERS NORTH FROM A WITNESS POST AND LEVEL WITH LEVEE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH2981 ***********************************************************************
 EH2981  DESIGNATION -  FLUMES
 EH2981  PID         -  EH2981
 EH2981  STATE/COUNTY-  AR/ARKANSAS
 EH2981  COUNTRY     -  US
 EH2981  USGS QUAD   -  DE WITT SW (2017)
 EH2981
 EH2981                         *CURRENT SURVEY CONTROL
 EH2981  ______________________________________________________________________
 EH2981* NAD 83(1997) POSITION- 34 17 48.70572(N) 091 29 31.92200(W)   ADJUSTED
 EH2981* NAVD 88 ORTHO HEIGHT -    60.    (meters)      197.    (feet) SCALED
 EH2981  ______________________________________________________________________
 EH2981  GEOID HEIGHT    -        -26.309 (meters)                     GEOID18
 EH2981  LAPLACE CORR    -         -1.04  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2981.GEOID18 height accuracy estimate available here.
 EH2981
 EH2981.Click photographs - Photos may exist for this station.
 EH2981
 EH2981.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2981
 EH2981. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999472  x   0.99992892  =   0.99992364
 EH2981!UTM  15      -   0.99999472  x   0.99983735  =   0.99983207
 EH2981
 EH2981:                Primary Azimuth Mark                     Grid Az
 EH2981:SPC AR S     -  FLUMES AZ MK                             085 55 24.2
 EH2981:UTM  15      -  FLUMES AZ MK                             085 21 28.3
 EH2981
 EH2981_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT3876196101(NAD 83)
 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
 EH2981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2981.See file dsdata.pdf to determine how the superseded data were derived.
 EH2981
 EH2981_MARKER: DS = TRIANGULATION STATION DISK
 EH2981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2981_STAMPING: FLUMES 1965
 EH2981_MARK LOGO: CGS
 EH2981_PROJECTION: RECESSED 36 CENTIMETERS
 EH2981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2981+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1918 ***********************************************************************
 FG1918  DESIGNATION -  FLY GAP
 FG1918  PID         -  FG1918
 FG1918  STATE/COUNTY-  AR/FRANKLIN
 FG1918  COUNTRY     -  US
 FG1918  USGS QUAD   -  SAINT PAUL (2017)
 FG1918
 FG1918                         *CURRENT SURVEY CONTROL
 FG1918  ______________________________________________________________________
 FG1918* NAD 83(1997) POSITION- 35 45 00.20271(N) 093 47 06.76911(W)   ADJUSTED
 FG1918* NAVD 88 ORTHO HEIGHT -   722.7   (meters)     2371.    (feet) VERTCON3
 FG1918  ______________________________________________________________________
 FG1918  GEOID HEIGHT    -        -28.218 (meters)                     GEOID18
 FG1918  LAPLACE CORR    -          0.38  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1918.GEOID18 height accuracy estimate available here.
 FG1918
 FG1918.Click photographs - Photos may exist for this station.
 FG1918
 FG1918.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1918
 FG1918. The following values were computed from the NAD 83(1997) position.
 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     -   0.99989101  x   0.99994011  =   0.99983112
 FG1918!UTM  15      -   0.99989101  x   0.99966210  =   0.99955314
 FG1918
 FG1918:                Primary Azimuth Mark                     Grid Az
 FG1918:SPC AR N     -  FLY GAP AZ MK                            341 41 31.6
 FG1918:UTM  15      -  FLY GAP AZ MK                            341 06 43.5
 FG1918
 FG1918_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV2900756510(NAD 83)
 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(1993)-  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
 FG1918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1918.See file dsdata.pdf to determine how the superseded data were derived.
 FG1918
 FG1918_MARKER: DS = TRIANGULATION STATION DISK
 FG1918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1918_STAMPING: FLY GAP 1971
 FG1918_MARK LOGO: CGS
 FG1918_PROJECTION: FLUSH
 FG1918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1918+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1289 ***********************************************************************
 DL1289  DESIGNATION -  FORDYCE ARK PWR AND LT CO TANK
 DL1289  PID         -  DL1289
 DL1289  STATE/COUNTY-  AR/DALLAS
 DL1289  COUNTRY     -  US
 DL1289  USGS QUAD   -  FORDYCE (2017)
 DL1289
 DL1289                         *CURRENT SURVEY CONTROL
 DL1289  ______________________________________________________________________
 DL1289* NAD 83(1997) POSITION- 33 48 29.00323(N) 092 24 54.44540(W)   ADJUSTED
 DL1289  ______________________________________________________________________
 DL1289  GEOID HEIGHT    -        -26.072 (meters)                     GEOID18
 DL1289  LAPLACE CORR    -          0.75  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1289.GEOID18 height accuracy estimate available here.
 DL1289
 DL1289.Click photographs - Photos may exist for this station.
 DL1289
 DL1289.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1289
 DL1289. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT5413341027(NAD 83)
 DL1289
 DL1289                          SUPERSEDED SURVEY CONTROL
 DL1289
 DL1289  NAD 83(1993)-  33 48 29.01325(N)    092 24 54.43705(W) AD(       ) 3
 DL1289  NAD 83(1986)-  33 48 29.01398(N)    092 24 54.43797(W) AD(       ) 3
 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
 DL1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1289.See file dsdata.pdf to determine how the superseded data were derived.
 DL1289
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1293 ***********************************************************************
 DL1293  DESIGNATION -  FORDYCE DALLAS CO CTHSE DOME
 DL1293  PID         -  DL1293
 DL1293  STATE/COUNTY-  AR/DALLAS
 DL1293  COUNTRY     -  US
 DL1293  USGS QUAD   -  FORDYCE (2017)
 DL1293
 DL1293                         *CURRENT SURVEY CONTROL
 DL1293  ______________________________________________________________________
 DL1293* NAD 83(1997) POSITION- 33 48 44.92433(N) 092 24 50.26157(W)   ADJUSTED
 DL1293  ______________________________________________________________________
 DL1293  GEOID HEIGHT    -        -26.072 (meters)                     GEOID18
 DL1293  LAPLACE CORR    -          0.72  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1293.GEOID18 height accuracy estimate available here.
 DL1293
 DL1293.Click photographs - Photos may exist for this station.
 DL1293
 DL1293.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1293
 DL1293. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT5423841518(NAD 83)
 DL1293
 DL1293                          SUPERSEDED SURVEY CONTROL
 DL1293
 DL1293  NAD 83(1993)-  33 48 44.93435(N)    092 24 50.25321(W) AD(       ) 3
 DL1293  NAD 83(1986)-  33 48 44.93503(N)    092 24 50.25417(W) AD(       ) 3
 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
 DL1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1293.See file dsdata.pdf to determine how the superseded data were derived.
 DL1293
 DL1293_MARKER: 87 = DOME
 DL1293_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1293+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2012
 DL1293
 DL1293  HISTORY     - Date     Condition        Report By
 DL1293  HISTORY     - 1942     FIRST OBSERVED   CGS
 DL1293  HISTORY     - 1964     GOOD             CGS
 DL1293  HISTORY     - 20081219 GOOD             GEOCAC
 DL1293  HISTORY     - 20120323 GOOD             GEOCAC
 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.
 DL1293
 DL1293                          STATION RECOVERY (2008)
 DL1293
 DL1293'RECOVERY NOTE BY GEOCACHING 2008 (LPC)
 DL1293'RECOVERED IN GOOD CONDITION.
 DL1293
 DL1293                          STATION RECOVERY (2012)
 DL1293
 DL1293'RECOVERY NOTE BY GEOCACHING 2012 (JA)
 DL1293'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL1299 ***********************************************************************
 DL1299  DESIGNATION -  FORDYCE LUMBER CO W TANK
 DL1299  PID         -  DL1299
 DL1299  STATE/COUNTY-  AR/DALLAS
 DL1299  COUNTRY     -  US
 DL1299  USGS QUAD   -  FORDYCE (2017)
 DL1299
 DL1299                         *CURRENT SURVEY CONTROL
 DL1299  ______________________________________________________________________
 DL1299* NAD 83(1997) POSITION- 33 49 02.73989(N) 092 25 13.13644(W)   ADJUSTED
 DL1299  ______________________________________________________________________
 DL1299  GEOID HEIGHT    -        -26.076 (meters)                     GEOID18
 DL1299  LAPLACE CORR    -          0.68  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1299.GEOID18 height accuracy estimate available here.
 DL1299
 DL1299.Click photographs - Photos may exist for this station.
 DL1299
 DL1299.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1299
 DL1299. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT5364742064(NAD 83)
 DL1299
 DL1299                          SUPERSEDED SURVEY CONTROL
 DL1299
 DL1299  NAD 83(1993)-  33 49 02.74995(N)    092 25 13.12839(W) AD(       ) 3
 DL1299  NAD 83(1986)-  33 49 02.75058(N)    092 25 13.12896(W) AD(       ) 3
 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
 DL1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1299.See file dsdata.pdf to determine how the superseded data were derived.
 DL1299
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1292 ***********************************************************************
 DL1292  DESIGNATION -  FORDYCE MAG RESET
 DL1292  PID         -  DL1292
 DL1292  STATE/COUNTY-  AR/DALLAS
 DL1292  COUNTRY     -  US
 DL1292  USGS QUAD   -  FORDYCE (2017)
 DL1292
 DL1292                         *CURRENT SURVEY CONTROL
 DL1292  ______________________________________________________________________
 DL1292* NAD 83(1997) POSITION- 33 48 59.85594(N) 092 24 50.02364(W)   ADJUSTED
 DL1292* NAVD 88 ORTHO HEIGHT -    81.    (meters)      266.    (feet) SCALED
 DL1292  ______________________________________________________________________
 DL1292  GEOID HEIGHT    -        -26.073 (meters)                     GEOID18
 DL1292  LAPLACE CORR    -          0.71  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1292.GEOID18 height accuracy estimate available here.
 DL1292
 DL1292.Click photographs - Photos may exist for this station.
 DL1292
 DL1292.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1292
 DL1292. The following values were computed from the NAD 83(1997) position.
 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 MAG AZ MK                        342 47 07.8
 DL1292:UTM  15      -  FORDYCE MAG AZ MK                        342 13 39.5
 DL1292
 DL1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT5424141978(NAD 83)
 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(1993)-  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
 DL1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1292.See file dsdata.pdf to determine how the superseded data were derived.
 DL1292
 DL1292_MARKER: DS = TRIANGULATION STATION DISK
 DL1292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1292_STAMPING: FORDYCE MAG 1912 1942
 DL1292_MARK LOGO: CGS
 DL1292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1292+STABILITY: SURFACE MOTION
 DL1292
 DL1292  HISTORY     - Date     Condition        Report By
 DL1292  HISTORY     - 1942     MONUMENTED       CGS
 DL1292  HISTORY     - 20160622 MARK NOT FOUND   ARHD
 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.
 DL1292
 DL1292                          STATION RECOVERY (2016)
 DL1292
 DL1292'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (BAB)
 DL1292'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL1295 ***********************************************************************
 DL1295  DESIGNATION -  FORDYCE RAD STA KKB 298 TOWER
 DL1295  PID         -  DL1295
 DL1295  STATE/COUNTY-  AR/DALLAS
 DL1295  COUNTRY     -  US
 DL1295  USGS QUAD   -  FORDYCE (2017)
 DL1295
 DL1295                         *CURRENT SURVEY CONTROL
 DL1295  ______________________________________________________________________
 DL1295* NAD 83(1997) POSITION- 33 48 29.55048(N) 092 24 55.52893(W)   ADJUSTED
 DL1295  ______________________________________________________________________
 DL1295  GEOID HEIGHT    -        -26.073 (meters)                     GEOID18
 DL1295  LAPLACE CORR    -          0.75  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1295.GEOID18 height accuracy estimate available here.
 DL1295
 DL1295.Click photographs - Photos may exist for this station.
 DL1295
 DL1295.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1295
 DL1295. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT5410541044(NAD 83)
 DL1295
 DL1295                          SUPERSEDED SURVEY CONTROL
 DL1295
 DL1295  NAD 83(1993)-  33 48 29.56063(N)    092 24 55.52094(W) AD(       ) 3
 DL1295  NAD 83(1986)-  33 48 29.56122(N)    092 24 55.52141(W) AD(       ) 3
 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
 DL1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1295.See file dsdata.pdf to determine how the superseded data were derived.
 DL1295
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1918 ***********************************************************************
 EJ1918  DESIGNATION -  FORDYCE RESET
 EJ1918  PID         -  EJ1918
 EJ1918  STATE/COUNTY-  AR/GARLAND
 EJ1918  COUNTRY     -  US
 EJ1918  USGS QUAD   -  HOT SPRINGS NORTH (2017)
 EJ1918
 EJ1918                         *CURRENT SURVEY CONTROL
 EJ1918  ______________________________________________________________________
 EJ1918* NAD 83(1997) POSITION- 34 33 48.06521(N) 093 01 25.95101(W)   ADJUSTED
 EJ1918* NAVD 88 ORTHO HEIGHT -   386.    (meters)     1266.    (feet) SCALED
 EJ1918  ______________________________________________________________________
 EJ1918  GEOID HEIGHT    -        -27.265 (meters)                     GEOID18
 EJ1918  LAPLACE CORR    -          3.35  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1918.GEOID18 height accuracy estimate available here.
 EJ1918
 EJ1918.Click photographs - Photos may exist for this station.
 EJ1918
 EJ1918.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1918
 EJ1918. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU9780924622(NAD 83)
 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
 EJ1918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1918.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1918
 EJ1918_MARKER: B = BOLT
 EJ1918_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EJ1918_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 DM1181 ***********************************************************************
 DM1181  DESIGNATION -  FOREMAN
 DM1181  PID         -  DM1181
 DM1181  STATE/COUNTY-  AR/LITTLE RIVER
 DM1181  COUNTRY     -  US
 DM1181  USGS QUAD   -  ARDEN (2017)
 DM1181
 DM1181                         *CURRENT SURVEY CONTROL
 DM1181  ______________________________________________________________________
 DM1181* NAD 83(1997) POSITION- 33 40 22.51201(N) 094 20 28.35987(W)   ADJUSTED
 DM1181* NAVD 88 ORTHO HEIGHT -   111.30  (+/-2cm)      365.2   (feet) VERTCON3
 DM1181  ______________________________________________________________________
 DM1181  GEOID HEIGHT    -        -27.050 (meters)                     GEOID18
 DM1181  LAPLACE CORR    -         -0.11  (seconds)                    DEFLEC18
 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
 DM1181.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1181.GEOID18 height accuracy estimate available here.
 DM1181
 DM1181.The vertical order pertains to the NGVD 29 superseded value.
 DM1181
 DM1181.Click photographs - Photos may exist for this station.
 DM1181
 DM1181.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM1181
 DM1181. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 DM1181:SPC AR S     -  FOREMAN AZ MK                            104 01 03.8
 DM1181:SPC OK S     -  FOREMAN AZ MK                            100 37 50.1
 DM1181:SPC TXNC     -  FOREMAN AZ MK                            100 26 21.1
 DM1181:UTM  15      -  FOREMAN AZ MK                            103 27 03.9
 DM1181
 DM1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT7566426697(NAD 83)
 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(1993)-  33 40 22.51555(N)    094 20 28.35649(W) AD(       ) 1
 DM1181  NAD 83(1993)-  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             111.30   (m)          365.2    (f) LEVELING    3  
 DM1181
 DM1181.Superseded values are not recommended for survey control.
 DM1181
 DM1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1181.See file dsdata.pdf to determine how the superseded data were derived.
 DM1181
 DM1181_MARKER: DS = TRIANGULATION STATION DISK
 DM1181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1181_STAMPING: FOREMAN 1930
 DM1181_MARK LOGO: CGS
 DM1181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1181+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1702 ***********************************************************************
 FF1702  DESIGNATION -  FORREST
 FF1702  PID         -  FF1702
 FF1702  STATE/COUNTY-  AR/ST FRANCIS
 FF1702  COUNTRY     -  US
 FF1702  USGS QUAD   -  FORREST CITY (2017)
 FF1702
 FF1702                         *CURRENT SURVEY CONTROL
 FF1702  ______________________________________________________________________
 FF1702* NAD 83(1997) POSITION- 35 00 38.65025(N) 090 46 30.26606(W)   ADJUSTED
 FF1702* NAVD 88 ORTHO HEIGHT -   113.668 (meters)      372.93  (feet) POSTED
 FF1702  ______________________________________________________________________
 FF1702  GEOID HEIGHT    -        -26.907 (meters)                     GEOID18
 FF1702  LAPLACE CORR    -         -0.00  (seconds)                    DEFLEC18
 FF1702  DYNAMIC HEIGHT  -        113.56  (meters)      372.6   (feet) COMP
 FF1702  MODELED GRAVITY -    979,722.5   (mgal)                       NAVD 88
 FF1702
 FF1702  HORZ ORDER      -  FIRST
 FF1702  VERT ORDER      -  * POSTED, 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
 FF1702.* This is a POSTED BENCH MARK height.
 FF1702
 FF1702.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1702.GEOID18 height accuracy estimate available here.
 FF1702
 FF1702.Click photographs - Photos may exist for this station.
 FF1702
 FF1702.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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     -   0.99998638  x   0.99998568  =   0.99997206
 FF1702!SPC AR S     -   0.99998638  x   1.00006356  =   1.00004994
 FF1702!UTM  15      -   0.99998638  x   1.00010800  =   1.00009438
 FF1702
 FF1702_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU0301976495(NAD 83)
 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(1995)-  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  USSD        -  35 00 38.50300(N)    090 46 29.62000(W) AD(       ) 3
 FF1702  NGVD 29             113.62   (m)          372.8    (f) LEVELING    3  
 FF1702  NGVD 29 (11/26/84)  113.622  (m)          372.77   (f) ADJUSTED    1 2
 FF1702
 FF1702.Superseded values are not recommended for survey control.
 FF1702
 FF1702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1702.See file dsdata.pdf to determine how the superseded data were derived.
 FF1702
 FF1702_MARKER: DS = TRIANGULATION STATION DISK
 FF1702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1702_STAMPING: FORREST BM 1916 1920
 FF1702_MARK LOGO: CGS
 FF1702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1702+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0603 ***********************************************************************
 FF0603  DESIGNATION -  FORREST 2
 FF0603  PID         -  FF0603
 FF0603  STATE/COUNTY-  AR/ST FRANCIS
 FF0603  COUNTRY     -  US
 FF0603  USGS QUAD   -  FORREST CITY (2017)
 FF0603
 FF0603                         *CURRENT SURVEY CONTROL
 FF0603  ______________________________________________________________________
 FF0603* NAD 83(1997) POSITION- 35 00 37.96930(N) 090 46 30.96902(W)   ADJUSTED
 FF0603* NAVD 88 ORTHO HEIGHT -   112.34  (+/-2cm)      368.6   (feet) VERTCON3
 FF0603  ______________________________________________________________________
 FF0603  GEOID HEIGHT    -        -26.907 (meters)                     GEOID18
 FF0603  LAPLACE CORR    -          0.00  (seconds)                    DEFLEC18
 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
 FF0603.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0603.GEOID18 height accuracy estimate available here.
 FF0603
 FF0603.The vertical order pertains to the NGVD 29 superseded value.
 FF0603
 FF0603.Click photographs - Photos may exist for this station.
 FF0603
 FF0603.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF0603
 FF0603. The following values were computed from the NAD 83(1997) position.
 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     -   0.99998659  x   0.99998572  =   0.99997231
 FF0603!SPC AR S     -   0.99998659  x   1.00006350  =   1.00005009
 FF0603!UTM  15      -   0.99998659  x   1.00010792  =   1.00009451
 FF0603
 FF0603:                Primary Azimuth Mark                     Grid Az
 FF0603:SPC AR N     -  FORREST 2 AZ MK                          225 09 11.6
 FF0603:SPC AR S     -  FORREST 2 AZ MK                          225 10 49.5
 FF0603:UTM  15      -  FORREST 2 AZ MK                          224 35 20.6
 FF0603
 FF0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU0300176474(NAD 83)
 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(1995)-  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             112.32   (m)          368.5    (f) LEVELING    3  
 FF0603  NGVD 29 (11/26/84)  112.324  (m)          368.52   (f) ADJUSTED       
 FF0603
 FF0603.Superseded values are not recommended for survey control.
 FF0603
 FF0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0603.See file dsdata.pdf to determine how the superseded data were derived.
 FF0603
 FF0603_MARKER: DS = TRIANGULATION STATION DISK
 FF0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0603_STAMPING: FORREST 2 1941
 FF0603_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0604 ***********************************************************************
 FF0604  DESIGNATION -  FORREST 2 RM 2
 FF0604  PID         -  FF0604
 FF0604  STATE/COUNTY-  AR/ST FRANCIS
 FF0604  COUNTRY     -  US
 FF0604  USGS QUAD   -  FORREST CITY (2017)
 FF0604
 FF0604                         *CURRENT SURVEY CONTROL
 FF0604  ______________________________________________________________________
 FF0604* NAD 83(1986) POSITION- 35 00 37.     (N) 090 46 30.     (W)   SCALED
 FF0604* NAVD 88 ORTHO HEIGHT -   113.89  (+/-2cm)      373.7   (feet) VERTCON3
 FF0604  ______________________________________________________________________
 FF0604  GEOID HEIGHT    -        -26.907 (meters)                     GEOID18
 FF0604  VERT ORDER      -  ? (See Below)
 FF0604
 FF0604.The horizontal coordinates were scaled from a 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
 FF0604.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0604.GEOID18 height accuracy estimate available here.
 FF0604
 FF0604.The vertical order pertains to the NGVD 29 superseded value.
 FF0604
 FF0604.Click photographs - Photos may exist for this station.
 FF0604
 FF0604;                    North         East    Units  Estimated Accuracy
 FF0604;SPC AR N     -    75,800.      511,810.      MT  (+/- 180 meters Scaled)
 FF0604
 FF0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU030764(NAD 83)
 FF0604
 FF0604                          SUPERSEDED SURVEY CONTROL
 FF0604
 FF0604  NGVD 29 (11/26/84)  113.866  (m)          373.58   (f) ADJUSTED       
 FF0604
 FF0604.Superseded values are not recommended for survey control.
 FF0604
 FF0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0604.See file dsdata.pdf to determine how the superseded data were derived.
 FF0604
 FF0604_MARKER: DR = REFERENCE MARK DISK
 FF0604_SETTING: 7 = 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 = MARCH 20, 2026 22:17:28 EDT
 FF0605 ***********************************************************************
 FF0605  DESIGNATION -  FORREST 2 RM 3
 FF0605  PID         -  FF0605
 FF0605  STATE/COUNTY-  AR/ST FRANCIS
 FF0605  COUNTRY     -  US
 FF0605  USGS QUAD   -  FORREST CITY (2017)
 FF0605
 FF0605                         *CURRENT SURVEY CONTROL
 FF0605  ______________________________________________________________________
 FF0605* NAD 83(1986) POSITION- 35 00 37.08   (N) 090 46 31.20   (W)   HD_HELD1
 FF0605* NAVD 88 ORTHO HEIGHT -   110.94  (+/-2cm)      364.0   (feet) VERTCON3
 FF0605  ______________________________________________________________________
 FF0605  GEOID HEIGHT    -        -26.907 (meters)                     GEOID18
 FF0605  VERT ORDER      -  ? (See Below)
 FF0605
 FF0605.The horizontal coordinates were determined by differentially corrected
 FF0605.hand held GPS observations or other comparable positioning techniques
 FF0605.and have an estimated accuracy of +/- 3 meters.
 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
 FF0605.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0605.GEOID18 height accuracy estimate available here.
 FF0605
 FF0605.The vertical order pertains to the NGVD 29 superseded value.
 FF0605
 FF0605.Click photographs - Photos may exist for this station.
 FF0605
 FF0605;                    North         East    Units  Estimated Accuracy
 FF0605;SPC AR N     -    75,799.2     511,779.1     MT  (+/- 3 meters HH1 GPS) 
 FF0605
 FF0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU0299676446(NAD 83)
 FF0605
 FF0605                          SUPERSEDED SURVEY CONTROL
 FF0605
 FF0605  NGVD 29 (11/26/84)  110.920  (m)          363.91   (f) ADJUSTED       
 FF0605
 FF0605.Superseded values are not recommended for survey control.
 FF0605
 FF0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0605.See file dsdata.pdf to determine how the superseded data were derived.
 FF0605
 FF0605_MARKER: DR = REFERENCE MARK DISK
 FF0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0605_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2882 ***********************************************************************
 EH2882  DESIGNATION -  FORREST CITY ARK PWR CO MAST
 EH2882  PID         -  EH2882
 EH2882  STATE/COUNTY-  AR/ST FRANCIS
 EH2882  COUNTRY     -  US
 EH2882  USGS QUAD   -  HAYNES (2017)
 EH2882
 EH2882                         *CURRENT SURVEY CONTROL
 EH2882  ______________________________________________________________________
 EH2882* NAD 83(1997) POSITION- 34 58 53.39909(N) 090 46 27.41143(W)   ADJUSTED
 EH2882  ______________________________________________________________________
 EH2882  GEOID HEIGHT    -        -26.882 (meters)                     GEOID18
 EH2882  LAPLACE CORR    -          0.13  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2882.GEOID18 height accuracy estimate available here.
 EH2882
 EH2882.Click photographs - Photos may exist for this station.
 EH2882
 EH2882.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2882
 EH2882. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU0316373254(NAD 83)
 EH2882
 EH2882                          SUPERSEDED SURVEY CONTROL
 EH2882
 EH2882  NAD 83(1995)-  34 58 53.40333(N)    090 46 27.40968(W) AD(       ) 3
 EH2882  NAD 83(1986)-  34 58 53.40789(N)    090 46 27.40999(W) AD(       ) 3
 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
 EH2882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2882.See file dsdata.pdf to determine how the superseded data were derived.
 EH2882
 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 = MARCH 20, 2026 22:17:28 EDT
 FF2083 ***********************************************************************
 FF2083  DESIGNATION -  FORREST CITY MAG
 FF2083  PID         -  FF2083
 FF2083  STATE/COUNTY-  AR/ST FRANCIS
 FF2083  COUNTRY     -  US
 FF2083  USGS QUAD   -  FORREST CITY (2017)
 FF2083
 FF2083                         *CURRENT SURVEY CONTROL
 FF2083  ______________________________________________________________________
 FF2083* NAD 83(1997) POSITION- 35 01 03.05325(N) 090 47 19.87780(W)   ADJUSTED
 FF2083* NAVD 88 ORTHO HEIGHT -    80.    (meters)      262.    (feet) SCALED
 FF2083  ______________________________________________________________________
 FF2083  GEOID HEIGHT    -        -26.915 (meters)                     GEOID18
 FF2083  LAPLACE CORR    -          0.25  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF2083.GEOID18 height accuracy estimate available here.
 FF2083
 FF2083.Click photographs - Photos may exist for this station.
 FF2083
 FF2083.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF2083
 FF2083. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999166  x   0.99998452  =   0.99997618
 FF2083!SPC AR S     -   0.99999166  x   1.00006558  =   1.00005724
 FF2083!UTM  15      -   0.99999166  x   1.00010165  =   1.00009331
 FF2083
 FF2083:                Primary Azimuth Mark                     Grid Az
 FF2083:SPC AR N     -  FORREST CITY MAG AZ MK                   005 43 09.4
 FF2083:SPC AR S     -  FORREST CITY MAG AZ MK                   005 44 46.3
 FF2083:UTM  15      -  FORREST CITY MAG AZ MK                   005 09 17.3
 FF2083
 FF2083_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU0174477219(NAD 83)
 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(1995)-  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
 FF2083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2083.See file dsdata.pdf to determine how the superseded data were derived.
 FF2083
 FF2083_MARKER: DM = MAGNETIC STATION DISK
 FF2083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2083_MARK LOGO: CGS
 FF2083_PROJECTION: PROJECTING 8 CENTIMETERS
 FF2083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF2083+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FF2086 ***********************************************************************
 FF2086  DESIGNATION -  FORREST CITY MUNICIPAL TANK
 FF2086  PID         -  FF2086
 FF2086  STATE/COUNTY-  AR/ST FRANCIS
 FF2086  COUNTRY     -  US
 FF2086  USGS QUAD   -  FORREST CITY (2017)
 FF2086
 FF2086                         *CURRENT SURVEY CONTROL
 FF2086  ______________________________________________________________________
 FF2086* NAD 83(1997) POSITION- 35 01 05.45639(N) 090 46 21.22018(W)   ADJUSTED
 FF2086  ______________________________________________________________________
 FF2086  GEOID HEIGHT    -        -26.914 (meters)                     GEOID18
 FF2086  LAPLACE CORR    -         -0.10  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF2086.GEOID18 height accuracy estimate available here.
 FF2086
 FF2086.Click photographs - Photos may exist for this station.
 FF2086
 FF2086.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF2086
 FF2086. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU0323077326(NAD 83)
 FF2086
 FF2086                          SUPERSEDED SURVEY CONTROL
 FF2086
 FF2086  NAD 83(1995)-  35 01 05.46103(N)    090 46 21.21831(W) AD(       ) 3
 FF2086  NAD 83(1986)-  35 01 05.46561(N)    090 46 21.21885(W) AD(       ) 3
 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
 FF2086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2086.See file dsdata.pdf to determine how the superseded data were derived.
 FF2086
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2886 ***********************************************************************
 EH2886  DESIGNATION -  FORREST CITY RAD STA KXJK MAST
 EH2886  PID         -  EH2886
 EH2886  STATE/COUNTY-  AR/ST FRANCIS
 EH2886  COUNTRY     -  US
 EH2886  USGS QUAD   -  HAYNES (2017)
 EH2886
 EH2886                         *CURRENT SURVEY CONTROL
 EH2886  ______________________________________________________________________
 EH2886* NAD 83(1997) POSITION- 34 58 53.66395(N) 090 51 27.29297(W)   ADJUSTED
 EH2886  ______________________________________________________________________
 EH2886  GEOID HEIGHT    -        -26.885 (meters)                     GEOID18
 EH2886  LAPLACE CORR    -          0.05  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2886.GEOID18 height accuracy estimate available here.
 EH2886
 EH2886.Click photographs - Photos may exist for this station.
 EH2886
 EH2886.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2886
 EH2886. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU9555873096(NAD 83)
 EH2886
 EH2886                          SUPERSEDED SURVEY CONTROL
 EH2886
 EH2886  NAD 83(1995)-  34 58 53.66876(N)    090 51 27.29071(W) AD(       ) 3
 EH2886  NAD 83(1986)-  34 58 53.67267(N)    090 51 27.29146(W) AD(       ) 3
 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
 EH2886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2886.See file dsdata.pdf to determine how the superseded data were derived.
 EH2886
 EH2886_MARKER: 42 = RADIO/TV MAST
 EH2886
 EH2886  HISTORY     - Date     Condition        Report By
 EH2886  HISTORY     - 1953     FIRST OBSERVED   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 = MARCH 20, 2026 22:17:28 EDT
 FF2084 ***********************************************************************
 FF2084  DESIGNATION -  FORREST CITY ST FRANCIS CTHSE
 FF2084  PID         -  FF2084
 FF2084  STATE/COUNTY-  AR/ST FRANCIS
 FF2084  COUNTRY     -  US
 FF2084  USGS QUAD   -  FORREST CITY (2017)
 FF2084
 FF2084                         *CURRENT SURVEY CONTROL
 FF2084  ______________________________________________________________________
 FF2084* NAD 83(1997) POSITION- 35 00 29.07311(N) 090 46 59.76877(W)   ADJUSTED
 FF2084  ______________________________________________________________________
 FF2084  GEOID HEIGHT    -        -26.905 (meters)                     GEOID18
 FF2084  LAPLACE CORR    -          0.19  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF2084.GEOID18 height accuracy estimate available here.
 FF2084
 FF2084.Click photographs - Photos may exist for this station.
 FF2084
 FF2084.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF2084
 FF2084. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU0227776184(NAD 83)
 FF2084
 FF2084                          SUPERSEDED SURVEY CONTROL
 FF2084
 FF2084  NAD 83(1995)-  35 00 29.07755(N)    090 46 59.76679(W) AD(       ) 3
 FF2084  NAD 83(1986)-  35 00 29.08193(N)    090 46 59.76731(W) AD(       ) 3
 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
 FF2084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2084.See file dsdata.pdf to determine how the superseded data were derived.
 FF2084
 FF2084_MARKER: 89 = SPIRE
 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 = MARCH 20, 2026 22:17:28 EDT
 FH0805 ***********************************************************************
 FH0805  DESIGNATION -  FORT
 FH0805  PID         -  FH0805
 FH0805  STATE/COUNTY-  AR/SEBASTIAN
 FH0805  COUNTRY     -  US
 FH0805  USGS QUAD   -  FORT SMITH (2017)
 FH0805
 FH0805                         *CURRENT SURVEY CONTROL
 FH0805  ______________________________________________________________________
 FH0805* NAD 83(1997) POSITION- 35 23 15.48333(N) 094 25 46.77156(W)   ADJUSTED
 FH0805* NAVD 88 ORTHO HEIGHT -   133.799 (meters)      438.97  (feet) ADJUSTED
 FH0805  ______________________________________________________________________
 FH0805  GEOID HEIGHT    -        -30.119 (meters)                     GEOID18
 FH0805  LAPLACE CORR    -          1.53  (seconds)                    DEFLEC18
 FH0805  DYNAMIC HEIGHT  -        133.674 (meters)      438.56  (feet) COMP
 FH0805  MODELED GRAVITY -    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 and
 FH0805.adjusted by the NATIONAL GEODETIC SURVEY
 FH0805.in June 1991.
 FH0805
 FH0805.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0805.GEOID18 height accuracy estimate available here.
 FH0805
 FH0805.Click photographs - Photos may exist for this station.
 FH0805
 FH0805.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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     -   0.99998373  x   0.99994179  =   0.99992552
 FH0805!SPC OK N     -   0.99998373  x   1.00003732  =   1.00002105
 FH0805!SPC OK S     -   0.99998373  x   1.00003414  =   1.00001787
 FH0805!UTM  15      -   0.99998373  x   0.99980777  =   0.99979150
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV7015516969(NAD 83)
 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(1993)-  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
 FH0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0805.See file dsdata.pdf to determine how the superseded data were derived.
 FH0805
 FH0805_MARKER: DS = TRIANGULATION STATION DISK
 FH0805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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  HISTORY     - 20160308 MARK NOT FOUND   GEOCAC
 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.
 FH0805
 FH0805                          STATION RECOVERY (2016)
 FH0805
 FH0805'RECOVERY NOTE BY GEOCACHING 2016 (WL)
 FH0805'STATION NOT RECOVERED.  THIS STATION IS LOCATED ON LAND OWNED BY
 FH0805'THE US DEPARTMENT OF THE INTERIOR, NATIONAL PARK SERVICE, FORT
 FH0805'SMITH NATIONAL HISTORIC SITE, AND IS LOCATED AT THE BASE OF A TREE
 FH0805'ADJACENT TO THE PARK MAINTENANCE BUILDING.
 FH0805'THIS STATION IS BURIED BELOW GRADE LEVEL, AND DUE TO DEPARTMENT OF
 FH0805'THE INTERIOR REGULATIONS REGARDING ARCHAEOLOGICAL SITES THE GROUND
 FH0805'CANNOT BE DISTURBED TO LOCATE THE MARK.  METAL DETECTION TO LOCATE
 FH0805'THE MARK IS ALSO PROHIBITED BY DEPARTMENT OF THE INTERIOR
 FH0805'REGULATIONS.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1751 ***********************************************************************
 EJ1751  DESIGNATION -  FORT LOGAN H ROOTS WATER TANK
 EJ1751  PID         -  EJ1751
 EJ1751  STATE/COUNTY-  AR/PULASKI
 EJ1751  COUNTRY     -  US
 EJ1751  USGS QUAD   -  NORTH LITTLE ROCK (2017)
 EJ1751
 EJ1751                         *CURRENT SURVEY CONTROL
 EJ1751  ______________________________________________________________________
 EJ1751* NAD 83(1997) POSITION- 34 46 31.92943(N) 092 17 42.12992(W)   ADJUSTED
 EJ1751  ______________________________________________________________________
 EJ1751  GEOID HEIGHT    -        -26.731 (meters)                     GEOID18
 EJ1751  LAPLACE CORR    -          0.69  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1751.GEOID18 height accuracy estimate available here.
 EJ1751
 EJ1751.Click photographs - Photos may exist for this station.
 EJ1751
 EJ1751.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1751
 EJ1751. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6450448377(NAD 83)
 EJ1751
 EJ1751                          SUPERSEDED SURVEY CONTROL
 EJ1751
 EJ1751  NAD 83(1986)-  34 46 31.94145(N)    092 17 42.11839(W) AD(       ) 3
 EJ1751  NAD 27      -  34 46 31.61000(N)    092 17 41.57100(W) AD(       ) 3
 EJ1751  USSD        -  34 46 31.77500(N)    092 17 41.26200(W) AD(       ) 3
 EJ1751
 EJ1751.Superseded values are not recommended for survey control.
 EJ1751
 EJ1751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1751.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1751
 EJ1751_MARKER: 53 = ELEVATED 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 = MARCH 20, 2026 22:17:28 EDT
 FH1000 ***********************************************************************
 FH1000  DESIGNATION -  FORT SMITH
 FH1000  PID         -  FH1000
 FH1000  STATE/COUNTY-  AR/SEBASTIAN
 FH1000  COUNTRY     -  US
 FH1000  USGS QUAD   -  FORT SMITH (2017)
 FH1000
 FH1000                         *CURRENT SURVEY CONTROL
 FH1000  ______________________________________________________________________
 FH1000* NAD 83(1997) POSITION- 35 23 10.02781(N) 094 25 36.52476(W)   ADJUSTED
 FH1000* NAVD 88 ORTHO HEIGHT -   161.0   (meters)      528.    (feet) VERTCON3
 FH1000  ______________________________________________________________________
 FH1000  GEOID HEIGHT    -        -30.122 (meters)                     GEOID18
 FH1000  LAPLACE CORR    -          1.57  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1000.GEOID18 height accuracy estimate available here.
 FH1000
 FH1000.Click photographs - Photos may exist for this station.
 FH1000
 FH1000.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1000
 FH1000. The following values were computed from the NAD 83(1997) position.
 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     -   0.99997946  x   0.99994188  =   0.99992134
 FH1000!SPC OK N     -   0.99997946  x   1.00003767  =   1.00001713
 FH1000!SPC OK S     -   0.99997946  x   1.00003377  =   1.00001323
 FH1000!UTM  15      -   0.99997946  x   0.99980695  =   0.99978641
 FH1000
 FH1000:                Primary Azimuth Mark                     Grid Az
 FH1000:SPC AR N     -  BOUNDARY MON INITIAL POINT AR OK         302 30 29.8
 FH1000:SPC OK N     -  BOUNDARY MON INITIAL POINT AR OK         298 59 14.7
 FH1000:SPC OK S     -  BOUNDARY MON INITIAL POINT AR OK         299 04 04.5
 FH1000:UTM  15      -  BOUNDARY MON INITIAL POINT AR OK         301 55 20.9
 FH1000
 FH1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV7041116798(NAD 83)
 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| FH1006 STAKE 0                             459.174 METERS 3010545.6 |
 FH1000| FH1009 BOUNDARY MON INITIAL POINT AR OK    468.351 METERS 3010546.0 |
 FH1000|---------------------------------------------------------------------|
 FH1000
 FH1000                          SUPERSEDED SURVEY CONTROL
 FH1000
 FH1000  NAD 83(1993)-  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  USSD        -  35 23 09.90600(N)    094 25 35.81200(W) AD(       ) 3
 FH1000  NGVD 29 (07/19/86)  160.9    (m)          528.     (f) VERT ANG       
 FH1000
 FH1000.Superseded values are not recommended for survey control.
 FH1000
 FH1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1000.See file dsdata.pdf to determine how the superseded data were derived.
 FH1000
 FH1000_MARKER: N = NAIL
 FH1000_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FH1000_SP_SET: BUILDING ROOF
 FH1000_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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 = MARCH 20, 2026 22:17:28 EDT
 FH0992 ***********************************************************************
 FH0992  DESIGNATION -  FORT SMITH COMPRESS STANDPIPE
 FH0992  PID         -  FH0992
 FH0992  STATE/COUNTY-  AR/SEBASTIAN
 FH0992  COUNTRY     -  US
 FH0992  USGS QUAD   -  FORT SMITH (2017)
 FH0992
 FH0992                         *CURRENT SURVEY CONTROL
 FH0992  ______________________________________________________________________
 FH0992* NAD 83(1997) POSITION- 35 24 33.05529(N) 094 24 31.52231(W)   ADJUSTED
 FH0992  ______________________________________________________________________
 FH0992  GEOID HEIGHT    -        -30.017 (meters)                     GEOID18
 FH0992  LAPLACE CORR    -          1.43  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0992.GEOID18 height accuracy estimate available here.
 FH0992
 FH0992.Click photographs - Photos may exist for this station.
 FH0992
 FH0992.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH0992
 FH0992. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV7208719332(NAD 83)
 FH0992
 FH0992                          SUPERSEDED SURVEY CONTROL
 FH0992
 FH0992  NAD 83(1993)-  35 24 33.05969(N)    094 24 31.52117(W) AD(       ) 3
 FH0992  NAD 83(1986)-  35 24 33.05900(N)    094 24 31.51359(W) AD(       ) 3
 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
 FH0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0992.See file dsdata.pdf to determine how the superseded data were derived.
 FH0992
 FH0992_MARKER: 52 = STANDPIPE TANK
 FH0992_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH0992+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2016
 FH0992
 FH0992  HISTORY     - Date     Condition        Report By
 FH0992  HISTORY     - 1919     FIRST OBSERVED   CGS
 FH0992  HISTORY     - 1935     GOOD             CGS
 FH0992  HISTORY     - 20091017 GOOD             GEOCAC
 FH0992  HISTORY     - 20160528 GOOD             GEOCAC
 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 AT THE
 FH0992'FORT SMITH COMPRESS COMPANY.  IT IS CYLINDRICAL STANDPIPE WITH SEVERAL
 FH0992'ENLARGED BANDS AND A FLAT TOP.  IT HAS WINDOWS IN THE LOWER PART.  IT
 FH0992'IS LETTERED FORT SMITH COMPRESS COMPANY.  IN WHITE LETTERS ON THE EAST
 FH0992'SIDE.  IT IS ABOUT 20 FEET IN DIAMETER AND ABOUT 100 FEET HIGH AND IS
 FH0992'VERY PROMINENT.
 FH0992'
 FH0992'THE STANDPIPE IS ABOUT MIDWAY BETWEEN TWO LONG COTTON WAREHOUSES
 FH0992'(CONCRETE WAREHOUSE ON THE SOUTH AND WOODEN WAREHOUSE ON THE N) AND IS
 FH0992'ABOUT 600 FEET WEST OF N TWENTY-THIRD STREET.  THE COMPRESS COMPANY
 FH0992'PLANT IS IN THE NORTHERN PART OF FORT SMITH, ABOUT 1-1/2 MILES
 FH0992'NORTHEAST OF THE BUSINESS SECTION OF TOWN, ABOUT 1/2 MILE SOUTH OF THE
 FH0992'CITY LIMITS, ABOUT 3/4 MILE EAST OF THE ARKANSAS RIVER, ON THE WEST
 FH0992'SIDE OF N TWENTY-THIRD STREET AND ON THE NORTH SIDE OF JOHNSON STREET.
 FH0992
 FH0992                          STATION RECOVERY (2009)
 FH0992
 FH0992'RECOVERY NOTE BY GEOCACHING 2009 (JA)
 FH0992'RECOVERED IN GOOD CONDITION.
 FH0992
 FH0992                          STATION RECOVERY (2016)
 FH0992
 FH0992'RECOVERY NOTE BY GEOCACHING 2016 (WTL)
 FH0992'STATION LOCATED IN GOOD CONDITION.  THE LETTERING DESCRIBED ON THE
 FH0992'EAST SIDE OF THE STATION IS NO LONGER PRESENT.  THE COMPRESS COMPANY
 FH0992'BUILDING ASSOCIATED WITH THIS STATION IS NO LONGER STANDING, BUT TTHE
 FH0992'REFERENCED WAREHOUSES ARE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FH0986 ***********************************************************************
 FH0986  DESIGNATION -  FORT SMITH DODSON AVE ME CH
 FH0986  PID         -  FH0986
 FH0986  STATE/COUNTY-  AR/SEBASTIAN
 FH0986  COUNTRY     -  US
 FH0986  USGS QUAD   -  SOUTH FORT SMITH (2017)
 FH0986
 FH0986                         *CURRENT SURVEY CONTROL
 FH0986  ______________________________________________________________________
 FH0986* NAD 83(1997) POSITION- 35 22 19.19384(N) 094 24 45.93518(W)   ADJUSTED
 FH0986  ______________________________________________________________________
 FH0986  GEOID HEIGHT    -        -30.158 (meters)                     GEOID18
 FH0986  LAPLACE CORR    -          1.79  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0986.GEOID18 height accuracy estimate available here.
 FH0986
 FH0986.Click photographs - Photos may exist for this station.
 FH0986
 FH0986.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH0986
 FH0986. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV7166515213(NAD 83)
 FH0986
 FH0986                          SUPERSEDED SURVEY CONTROL
 FH0986
 FH0986  NAD 83(1993)-  35 22 19.19775(N)    094 24 45.93310(W) AD(       ) 3
 FH0986  NAD 83(1986)-  35 22 19.19741(N)    094 24 45.92556(W) AD(       ) 3
 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
 FH0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0986.See file dsdata.pdf to determine how the superseded data were derived.
 FH0986
 FH0986_MARKER: 55 = TOWER
 FH0986_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH0986+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2016
 FH0986
 FH0986  HISTORY     - Date     Condition        Report By
 FH0986  HISTORY     - 1935     FIRST OBSERVED   CGS
 FH0986  HISTORY     - 1955     GOOD             CGS
 FH0986  HISTORY     - 20090528 GOOD             GEOCAC
 FH0986  HISTORY     - 20160526 GOOD             GEOCAC
 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.
 FH0986
 FH0986                          STATION RECOVERY (2009)
 FH0986
 FH0986'RECOVERY NOTE BY GEOCACHING 2009 (JA)
 FH0986'RECOVERED IN GOOD CONDITION.
 FH0986
 FH0986                          STATION RECOVERY (2016)
 FH0986
 FH0986'RECOVERY NOTE BY GEOCACHING 2016 (WTL)
 FH0986'RECOVERED AS DESCRIBED, HOWEVER, DODSON AVE HAS BEEN WIDENED SINCE
 FH0986'THE ORIGINAL DESCRIPTION, AND SOUTH 20TH STREET IS NOW KNOWN AS JENNY
 FH0986'
 FH0986'LIND RD WHICH HAS ALSO BEEN WIDENED.  THE MARK IS 110 FEET SOUTH OF
 FH0986'THE SOUTHERN EDGE OF DODSON AVE, AND 40 FEET WEST OF THE WESTERN EDGE
 FH0986'
 FH0986'OF JENNY LIND RD.  THE CHURCH IS NOW KNOWN AS GODDARD (MEMORIAL)
 FH0986'UNITED METHODIST CHURCH.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FH0998 ***********************************************************************
 FH0998  DESIGNATION -  FORT SMITH FIRST EVANG LUTH CH
 FH0998  PID         -  FH0998
 FH0998  STATE/COUNTY-  AR/SEBASTIAN
 FH0998  COUNTRY     -  US
 FH0998  USGS QUAD   -  FORT SMITH (2017)
 FH0998
 FH0998                         *CURRENT SURVEY CONTROL
 FH0998  ______________________________________________________________________
 FH0998* NAD 83(1997) POSITION- 35 23 12.52462(N) 094 25 00.39608(W)   ADJUSTED
 FH0998  ______________________________________________________________________
 FH0998  GEOID HEIGHT    -        -30.109 (meters)                     GEOID18
 FH0998  LAPLACE CORR    -          1.59  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0998.GEOID18 height accuracy estimate available here.
 FH0998
 FH0998.Click photographs - Photos may exist for this station.
 FH0998
 FH0998.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH0998
 FH0998. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV7132316861(NAD 83)
 FH0998
 FH0998                          SUPERSEDED SURVEY CONTROL
 FH0998
 FH0998  NAD 83(1993)-  35 23 12.52855(N)    094 25 00.39439(W) AD(       ) 3
 FH0998  NAD 83(1986)-  35 23 12.52820(N)    094 25 00.38667(W) AD(       ) 3
 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
 FH0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0998.See file dsdata.pdf to determine how the superseded data were derived.
 FH0998
 FH0998_MARKER: 90 = CHURCH SPIRE
 FH0998_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH0998+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2016
 FH0998
 FH0998  HISTORY     - Date     Condition        Report By
 FH0998  HISTORY     - 1935     FIRST OBSERVED   CGS
 FH0998  HISTORY     - 20090527 GOOD             GEOCAC
 FH0998  HISTORY     - 20160526 GOOD             GEOCAC
 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.
 FH0998
 FH0998                          STATION RECOVERY (2009)
 FH0998
 FH0998'RECOVERY NOTE BY GEOCACHING 2009 (JA)
 FH0998'RECOVERED IN GOOD CONDITION.
 FH0998
 FH0998                          STATION RECOVERY (2016)
 FH0998
 FH0998'RECOVERY NOTE BY GEOCACHING 2016 (WTL)
 FH0998'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FH1001 ***********************************************************************
 FH1001  DESIGNATION -  FORT SMITH IMM CON CATH CHURCH
 FH1001  PID         -  FH1001
 FH1001  STATE/COUNTY-  AR/SEBASTIAN
 FH1001  COUNTRY     -  US
 FH1001  USGS QUAD   -  FORT SMITH (2017)
 FH1001
 FH1001                         *CURRENT SURVEY CONTROL
 FH1001  ______________________________________________________________________
 FH1001* NAD 83(1997) POSITION- 35 22 58.28222(N) 094 25 07.75012(W)   ADJUSTED
 FH1001  ______________________________________________________________________
 FH1001  GEOID HEIGHT    -        -30.126 (meters)                     GEOID18
 FH1001  LAPLACE CORR    -          1.64  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1001.GEOID18 height accuracy estimate available here.
 FH1001
 FH1001.Click photographs - Photos may exist for this station.
 FH1001
 FH1001.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1001
 FH1001. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV7113116425(NAD 83)
 FH1001
 FH1001                          SUPERSEDED SURVEY CONTROL
 FH1001
 FH1001  NAD 83(1993)-  35 22 58.28575(N)    094 25 07.74785(W) AD(       ) 3
 FH1001  NAD 83(1986)-  35 22 58.28556(N)    094 25 07.74053(W) AD(       ) 3
 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
 FH1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1001.See file dsdata.pdf to determine how the superseded data were derived.
 FH1001
 FH1001_MARKER: 90 = CHURCH SPIRE
 FH1001_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH1001+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2016
 FH1001
 FH1001  HISTORY     - Date     Condition        Report By
 FH1001  HISTORY     - 1935     FIRST OBSERVED   CGS
 FH1001  HISTORY     - 20090527 GOOD             GEOCAC
 FH1001  HISTORY     - 20160308 GOOD             GEOCAC
 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.
 FH1001
 FH1001                          STATION RECOVERY (2009)
 FH1001
 FH1001'RECOVERY NOTE BY GEOCACHING 2009 (JA)
 FH1001'RECOVERED IN GOOD CONDITION.
 FH1001
 FH1001                          STATION RECOVERY (2016)
 FH1001
 FH1001'RECOVERY NOTE BY GEOCACHING 2016 (WL)
 FH1001'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0859 ***********************************************************************
 GF0859  DESIGNATION -  FORUM
 GF0859  PID         -  GF0859
 GF0859  STATE/COUNTY-  AR/MADISON
 GF0859  COUNTRY     -  US
 GF0859  USGS QUAD   -  FORUM (2017)
 GF0859
 GF0859                         *CURRENT SURVEY CONTROL
 GF0859  ______________________________________________________________________
 GF0859* NAD 83(1997) POSITION- 36 13 47.54612(N) 093 43 13.41972(W)   ADJUSTED
 GF0859* NAVD 88 ORTHO HEIGHT -   501.8   (meters)     1646.    (feet) VERTCON3
 GF0859  ______________________________________________________________________
 GF0859  GEOID HEIGHT    -        -28.074 (meters)                     GEOID18
 GF0859  LAPLACE CORR    -         -0.70  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0859.GEOID18 height accuracy estimate available here.
 GF0859
 GF0859.Click photographs - Photos may exist for this station.
 GF0859
 GF0859.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0859
 GF0859. The following values were computed from the NAD 83(1997) position.
 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     -   0.99992565  x   0.99999932  =   0.99992497
 GF0859!UTM  15      -   0.99992565  x   0.99965164  =   0.99957732
 GF0859
 GF0859:                Primary Azimuth Mark                     Grid Az
 GF0859:SPC AR N     -  BRUSH                                    255 06 33.9
 GF0859:UTM  15      -  BRUSH                                    254 32 02.8
 GF0859
 GF0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA3526109685(NAD 83)
 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(1993)-  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
 GF0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0859.See file dsdata.pdf to determine how the superseded data were derived.
 GF0859
 GF0859_MARKER: DS = TRIANGULATION STATION DISK
 GF0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = MARCH 20, 2026 22:17:28 EDT
 GE1059 ***********************************************************************
 GE1059  DESIGNATION -  FOSTER
 GE1059  PID         -  GE1059
 GE1059  STATE/COUNTY-  AR/RANDOLPH
 GE1059  COUNTRY     -  US
 GE1059  USGS QUAD   -  POCAHONTAS (2017)
 GE1059
 GE1059                         *CURRENT SURVEY CONTROL
 GE1059  ______________________________________________________________________
 GE1059* NAD 83(1997) POSITION- 36 19 08.36586(N) 090 58 09.68821(W)   ADJUSTED
 GE1059* NAVD 88 ORTHO HEIGHT -   142.    (meters)      466.    (feet) SCALED
 GE1059  ______________________________________________________________________
 GE1059  GEOID HEIGHT    -        -28.382 (meters)                     GEOID18
 GE1059  LAPLACE CORR    -         -0.51  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE1059.GEOID18 height accuracy estimate available here.
 GE1059
 GE1059.Click photographs - Photos may exist for this station.
 GE1059
 GE1059.The Laplace correction was computed from DEFLEC18 derived deflections.
 GE1059
 GE1059. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA8228821243(NAD 83)
 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
 GE1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1059.See file dsdata.pdf to determine how the superseded data were derived.
 GE1059
 GE1059_MARKER: DS = TRIANGULATION STATION DISK
 GE1059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE1059_STAMPING: FOSTER 1955
 GE1059_MARK LOGO: CGS
 GE1059_PROJECTION: PROJECTING 3 CENTIMETERS
 GE1059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE1059+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1541 ***********************************************************************
 DL1541  DESIGNATION -  FOUKE
 DL1541  PID         -  DL1541
 DL1541  STATE/COUNTY-  AR/MILLER
 DL1541  COUNTRY     -  US
 DL1541  USGS QUAD   -  FOUKE (2017)
 DL1541
 DL1541                         *CURRENT SURVEY CONTROL
 DL1541  ______________________________________________________________________
 DL1541* NAD 83(1997) POSITION- 33 15 51.96606(N) 093 52 58.47642(W)   ADJUSTED
 DL1541* NAVD 88 ORTHO HEIGHT -    99.    (meters)      325.    (feet) SCALED
 DL1541  ______________________________________________________________________
 DL1541  GEOID HEIGHT    -        -26.722 (meters)                     GEOID18
 DL1541  LAPLACE CORR    -          0.53  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1541.GEOID18 height accuracy estimate available here.
 DL1541
 DL1541.Click photographs - Photos may exist for this station.
 DL1541
 DL1541.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1541
 DL1541. The following values were computed from the NAD 83(1997) position.
 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     -   0.99998866  x   1.00000808  =   0.99999674
 DL1541!SPC TXNC     -   0.99998866  x   0.99987949  =   0.99986815
 DL1541!UTM  15      -   0.99998866  x   0.99968337  =   0.99967203
 DL1541
 DL1541:                Primary Azimuth Mark                     Grid Az
 DL1541:SPC AR S     -  ALAMO                                    268 32 04.4
 DL1541:SPC TXNC     -  ALAMO                                    264 57 45.2
 DL1541:UTM  15      -  ALAMO                                    267 57 54.0
 DL1541
 DL1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS1776780950(NAD 83)
 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(1993)-  33 15 51.97091(N)    093 52 58.47009(W) AD(       ) 2
 DL1541  NAD 83(1993)-  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
 DL1541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1541.See file dsdata.pdf to determine how the superseded data were derived.
 DL1541
 DL1541_MARKER: DS = TRIANGULATION STATION DISK
 DL1541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1541_STAMPING: FOUKE 1951
 DL1541_MARK LOGO: CGS
 DL1541_PROJECTION: FLUSH
 DL1541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1541+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DK2082 ***********************************************************************
 DK2082  DESIGNATION -  FOUNTAIN
 DK2082  PID         -  DK2082
 DK2082  STATE/COUNTY-  AR/ASHLEY
 DK2082  COUNTRY     -  US
 DK2082  USGS QUAD   -  LADELLE (2017)
 DK2082
 DK2082                         *CURRENT SURVEY CONTROL
 DK2082  ______________________________________________________________________
 DK2082* NAD 83(1997) POSITION- 33 23 09.01206(N) 091 51 02.86092(W)   ADJUSTED
 DK2082* NAVD 88 ORTHO HEIGHT -    63.32  (+/-2cm)      207.7   (feet) VERTCON3
 DK2082  ______________________________________________________________________
 DK2082  GEOID HEIGHT    -        -25.753 (meters)                     GEOID18
 DK2082  LAPLACE CORR    -          0.85  (seconds)                    DEFLEC18
 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
 DK2082.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK2082.GEOID18 height accuracy estimate available here.
 DK2082
 DK2082.The vertical order pertains to the NGVD 29 superseded value.
 DK2082
 DK2082.Click photographs - Photos may exist for this station.
 DK2082
 DK2082.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK2082
 DK2082. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 DK2082:SPC AR S     -  FOUNTAIN AZ MK RESET                     180 49 22.3
 DK2082:UTM  15      -  FOUNTAIN AZ MK RESET                     180 16 26.1
 DK2082
 DK2082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS0688794652(NAD 83)
 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              63.40   (m)          208.0    (f) LEVELING    3  
 DK2082
 DK2082.Superseded values are not recommended for survey control.
 DK2082
 DK2082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2082.See file dsdata.pdf to determine how the superseded data were derived.
 DK2082
 DK2082_MARKER: DS = TRIANGULATION STATION DISK
 DK2082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2082_STAMPING: FOUNTAIN 1939
 DK2082_MARK LOGO: CGS
 DK2082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK2082+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1758 ***********************************************************************
 FG1758  DESIGNATION -  FOURCHE 2
 FG1758  PID         -  FG1758
 FG1758  STATE/COUNTY-  AR/PERRY
 FG1758  COUNTRY     -  US
 FG1758  USGS QUAD   -  PERRYVILLE (2017)
 FG1758
 FG1758                         *CURRENT SURVEY CONTROL
 FG1758  ______________________________________________________________________
 FG1758* NAD 83(1997) POSITION- 35 01 05.26598(N) 092 50 54.28048(W)   ADJUSTED
 FG1758* NAVD 88 ORTHO HEIGHT -   386.    (meters)     1266.    (feet) SCALED
 FG1758  ______________________________________________________________________
 FG1758  GEOID HEIGHT    -        -28.465 (meters)                     GEOID18
 FG1758  LAPLACE CORR    -          2.54  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1758.GEOID18 height accuracy estimate available here.
 FG1758
 FG1758.Click photographs - Photos may exist for this station.
 FG1758
 FG1758.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1758
 FG1758. The following values were computed from the NAD 83(1997) position.
 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  =   0.99954627
 FG1758
 FG1758:                Primary Azimuth Mark                     Grid Az
 FG1758:SPC AR N     -  MORRILTON COTTON MILL INC TANK           027 23 26.8
 FG1758:UTM  15      -  MORRILTON COTTON MILL INC TANK           026 48 36.3
 FG1758
 FG1758_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU1382975064(NAD 83)
 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
 FG1758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1758.See file dsdata.pdf to determine how the superseded data were derived.
 FG1758
 FG1758_MARKER: DS = TRIANGULATION STATION DISK
 FG1758_SETTING: 66 = SET IN ROCK OUTCROP
 FG1758_STAMPING: FOURCHE 2 1940
 FG1758_MARK LOGO: CGS
 FG1758_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FG1758+STABILITY: POSITION/ELEVATION WELL
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1679 ***********************************************************************
 FG1679  DESIGNATION -  FOX
 FG1679  PID         -  FG1679
 FG1679  STATE/COUNTY-  AR/STONE
 FG1679  COUNTRY     -  US
 FG1679  USGS QUAD   -  FOX (2017)
 FG1679
 FG1679                         *CURRENT SURVEY CONTROL
 FG1679  ______________________________________________________________________
 FG1679* NAD 83(1997) POSITION- 35 48 05.67550(N) 092 18 24.59051(W)   ADJUSTED
 FG1679* NAVD 88 ORTHO HEIGHT -   471.    (meters)     1545.    (feet) SCALED
 FG1679  ______________________________________________________________________
 FG1679  GEOID HEIGHT    -        -27.726 (meters)                     GEOID18
 FG1679  LAPLACE CORR    -          2.07  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1679.GEOID18 height accuracy estimate available here.
 FG1679
 FG1679.Click photographs - Photos may exist for this station.
 FG1679
 FG1679.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1679
 FG1679. The following values were computed from the NAD 83(1997) position.
 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     -   0.99993041  x   0.99994310  =   0.99987352
 FG1679!UTM  15      -   0.99993041  x   0.99964833  =   0.99957877
 FG1679
 FG1679:                Primary Azimuth Mark                     Grid Az
 FG1679:SPC AR N     -  RUSHING LOOKOUT TOWER                    151 52 15.5
 FG1679:UTM  15      -  RUSHING LOOKOUT TOWER                    151 17 12.9
 FG1679
 FG1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV6263062162(NAD 83)
 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
 FG1679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1679.See file dsdata.pdf to determine how the superseded data were derived.
 FG1679
 FG1679_MARKER: DS = TRIANGULATION STATION DISK
 FG1679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1679_STAMPING: FOX 1954
 FG1679_MARK LOGO: CGS
 FG1679_PROJECTION: FLUSH
 FG1679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1679+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1655 ***********************************************************************
 FG1655  DESIGNATION -  FRANKLIN
 FG1655  PID         -  FG1655
 FG1655  STATE/COUNTY-  AR/FRANKLIN
 FG1655  COUNTRY     -  US
 FG1655  USGS QUAD   -  CECIL (2017)
 FG1655
 FG1655                         *CURRENT SURVEY CONTROL
 FG1655  ______________________________________________________________________
 FG1655* NAD 83(1997) POSITION- 35 26 15.53369(N) 093 56 17.27046(W)   ADJUSTED
 FG1655* NAVD 88 ORTHO HEIGHT -   271.722 (meters)      891.47  (feet) ADJUSTED
 FG1655  ______________________________________________________________________
 FG1655  GEOID HEIGHT    -        -29.416 (meters)                     GEOID18
 FG1655  LAPLACE CORR    -          0.71  (seconds)                    DEFLEC18
 FG1655  DYNAMIC HEIGHT  -        271.466 (meters)      890.63  (feet) COMP
 FG1655  MODELED GRAVITY -    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 and
 FG1655.adjusted by the NATIONAL GEODETIC SURVEY
 FG1655.in June 1991.
 FG1655
 FG1655.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1655.GEOID18 height accuracy estimate available here.
 FG1655
 FG1655.Click photographs - Photos may exist for this station.
 FG1655
 FG1655.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 FG1655:SPC AR N     -  RICE                                     176 26 14.7
 FG1655:UTM  15      -  RICE                                     175 51 12.9
 FG1655
 FG1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV1485121982(NAD 83)
 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(1993)-  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             271.65   (m)          891.2    (f) LEVELING    3  
 FG1655
 FG1655.Superseded values are not recommended for survey control.
 FG1655
 FG1655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1655.See file dsdata.pdf to determine how the superseded data were derived.
 FG1655
 FG1655_MARKER: DS = TRIANGULATION STATION DISK
 FG1655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0885 ***********************************************************************
 GE0885  DESIGNATION -  FRANKLIN
 GE0885  PID         -  GE0885
 GE0885  STATE/COUNTY-  AR/IZARD
 GE0885  COUNTRY     -  US
 GE0885  USGS QUAD   -  FRANKLIN (2017)
 GE0885
 GE0885                         *CURRENT SURVEY CONTROL
 GE0885  ______________________________________________________________________
 GE0885* NAD 83(1997) POSITION- 36 10 01.67929(N) 091 47 55.24789(W)   ADJUSTED
 GE0885* NAVD 88 ORTHO HEIGHT -   247.    (meters)      810.    (feet) SCALED
 GE0885  ______________________________________________________________________
 GE0885  GEOID HEIGHT    -        -28.020 (meters)                     GEOID18
 GE0885  LAPLACE CORR    -         -0.50  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0885.GEOID18 height accuracy estimate available here.
 GE0885
 GE0885.Click photographs - Photos may exist for this station.
 GE0885
 GE0885.The Laplace correction was computed from DEFLEC18 derived deflections.
 GE0885
 GE0885. The following values were computed from the NAD 83(1997) position.
 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     -   0.99996562  x   0.99998758  =   0.99995320
 GE0885!UTM  15      -   0.99996562  x   0.99974384  =   0.99970947
 GE0885
 GE0885:                Primary Azimuth Mark                     Grid Az
 GE0885:SPC AR N     -  SAGE                                     181 49 34.3
 GE0885:UTM  15      -  SAGE                                     181 14 03.5
 GE0885
 GE0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA0804503154(NAD 83)
 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
 GE0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0885.See file dsdata.pdf to determine how the superseded data were derived.
 GE0885
 GE0885_MARKER: DS = TRIANGULATION STATION DISK
 GE0885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0885_STAMPING: FRANKLIN 1934
 GE0885_MARK LOGO: CGS
 GE0885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0885+STABILITY: SURFACE MOTION
 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 DEPARTMENT OF TRANSPORTATION 2005 (VJB)
 GE0885'ALL MARKS RECOVERED BUT AZIMUTH MARK IS LEANING AND UNSTABLE.
 GE0885
 GE0885                          STATION RECOVERY (2005)
 GE0885
 GE0885'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2005 (VJB)
 GE0885'ALL MARKS RECOVERED IN GOOD CONDITION EXCEPT THE AZIMUTH MARK WHICH IS
 GE0885'LEANING.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1974 ***********************************************************************
 EJ1974  DESIGNATION -  FRANKLIN 2
 EJ1974  PID         -  EJ1974
 EJ1974  STATE/COUNTY-  AR/CLARK
 EJ1974  COUNTRY     -  US
 EJ1974  USGS QUAD   -  ARKADELPHIA (2017)
 EJ1974
 EJ1974                         *CURRENT SURVEY CONTROL
 EJ1974  ______________________________________________________________________
 EJ1974* NAD 83(1997) POSITION- 34 04 05.33718(N) 093 04 29.40381(W)   ADJUSTED
 EJ1974* NAD 83(1997) ELLIP HT-    54.927 (meters)        (09/24/01)   ADJUSTED
 EJ1974* NAVD 88 ORTHO HEIGHT -    81.6   (meters)      268.    (feet) VERTCON3
 EJ1974  ______________________________________________________________________
 EJ1974  GEOID HEIGHT    -        -26.785 (meters)                     GEOID18
 EJ1974  NAD 83(1997) X  -   -283,707.080 (meters)                     COMP
 EJ1974  NAD 83(1997) Y  - -5,281,458.456 (meters)                     COMP
 EJ1974  NAD 83(1997) Z  -  3,552,741.774 (meters)                     COMP
 EJ1974  LAPLACE CORR    -          1.62  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1974.GEOID18 height accuracy estimate available here.
 EJ1974
 EJ1974.Click photographs - Photos may exist for this station.
 EJ1974
 EJ1974.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EJ1974
 EJ1974.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1974
 EJ1974.The ellipsoidal height was determined by GPS observations
 EJ1974.and is referenced to NAD 83.
 EJ1974
 EJ1974. The following values were computed from the NAD 83(1997) position.
 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     -  FRANKLIN 2 AZ MK RESET                   082 12 11.3
 EJ1974:UTM  15      -  FRANKLIN 2 AZ MK RESET                   081 38 36.5
 EJ1974
 EJ1974_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT9309469714(NAD 83)
 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)   54.948  (m)                       GP(       ) 4 1
 EJ1974  ELLIP H (01/21/93)   54.467  (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)  RAPSU86  model used  GPS OBS        
 EJ1974  NGVD 29 (07/19/86)   80.9    (m)          265.     (f) VERT ANG       
 EJ1974
 EJ1974.Superseded values are not recommended for survey control.
 EJ1974
 EJ1974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1974.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1974
 EJ1974_MARKER: DS = TRIANGULATION STATION DISK
 EJ1974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1974_STAMPING: FRANKLIN 2 1952
 EJ1974_MARK LOGO: CGS
 EJ1974_PROJECTION: FLUSH
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1703 ***********************************************************************
 FG1703  DESIGNATION -  FRAUENTHAL
 FG1703  PID         -  FG1703
 FG1703  STATE/COUNTY-  AR/FAULKNER
 FG1703  COUNTRY     -  US
 FG1703  USGS QUAD   -  HAMLET (2017)
 FG1703
 FG1703                         *CURRENT SURVEY CONTROL
 FG1703  ______________________________________________________________________
 FG1703* NAD 83(1997) POSITION- 35 07 22.82014(N) 092 21 01.22212(W)   ADJUSTED
 FG1703* NAVD 88 ORTHO HEIGHT -   187.    (meters)      614.    (feet) SCALED
 FG1703  ______________________________________________________________________
 FG1703  GEOID HEIGHT    -        -27.867 (meters)                     GEOID18
 FG1703  LAPLACE CORR    -          2.43  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1703.GEOID18 height accuracy estimate available here.
 FG1703
 FG1703.Click photographs - Photos may exist for this station.
 FG1703
 FG1703.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1703
 FG1703. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 FG1703:SPC AR N     -  FRAUENTHAL AZ MK                         013 46 12.3
 FG1703:UTM  15      -  FRAUENTHAL AZ MK                         013 11 32.8
 FG1703
 FG1703_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5919486877(NAD 83)
 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
 FG1703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1703.See file dsdata.pdf to determine how the superseded data were derived.
 FG1703
 FG1703_MARKER: DS = TRIANGULATION STATION DISK
 FG1703_SETTING: 66 = SET IN ROCK OUTCROP
 FG1703_STAMPING: FRAUENTHAL 1940
 FG1703_MARK LOGO: CGS
 FG1703_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FG1703+STABILITY: POSITION/ELEVATION WELL
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1986 ***********************************************************************
 EJ1986  DESIGNATION -  FRAZIER
 EJ1986  PID         -  EJ1986
 EJ1986  STATE/COUNTY-  AR/CLARK
 EJ1986  COUNTRY     -  US
 EJ1986  USGS QUAD   -  CHALYBEATE MOUNTAIN EAST (2017)
 EJ1986
 EJ1986                         *CURRENT SURVEY CONTROL
 EJ1986  ______________________________________________________________________
 EJ1986* NAD 83(1997) POSITION- 34 07 31.54172(N) 093 20 58.13040(W)   ADJUSTED
 EJ1986* NAVD 88 ORTHO HEIGHT -   154.1   (meters)      506.    (feet) VERTCON3
 EJ1986  ______________________________________________________________________
 EJ1986  GEOID HEIGHT    -        -27.112 (meters)                     GEOID18
 EJ1986  LAPLACE CORR    -          1.15  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1986.GEOID18 height accuracy estimate available here.
 EJ1986
 EJ1986.Click photographs - Photos may exist for this station.
 EJ1986
 EJ1986.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1986
 EJ1986. The following values were computed from the NAD 83(1997) position.
 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  =   0.99959287
 EJ1986
 EJ1986:                Primary Azimuth Mark                     Grid Az
 EJ1986:SPC AR S     -  FRAZIER AZ MK                            126 36 41.6
 EJ1986:UTM  15      -  FRAZIER AZ MK                            126 03 08.3
 EJ1986
 EJ1986_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT6777376118(NAD 83)
 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(1993)-  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
 EJ1986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1986.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1986
 EJ1986_MARKER: DS = TRIANGULATION STATION DISK
 EJ1986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1986_STAMPING: FRAZIER 1957
 EJ1986_MARK LOGO: CGS
 EJ1986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1986+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0706 ***********************************************************************
 GF0706  DESIGNATION -  FRECK
 GF0706  PID         -  GF0706
 GF0706  STATE/COUNTY-  AR/MARION
 GF0706  COUNTRY     -  US
 GF0706  USGS QUAD   -  YELLVILLE (2017)
 GF0706
 GF0706                         *CURRENT SURVEY CONTROL
 GF0706  ______________________________________________________________________
 GF0706* NAD 83(1997) POSITION- 36 08 09.81964(N) 092 41 34.29672(W)   ADJUSTED
 GF0706* NAVD 88 ORTHO HEIGHT -   402.    (meters)     1319.    (feet) SCALED
 GF0706  ______________________________________________________________________
 GF0706  GEOID HEIGHT    -        -28.358 (meters)                     GEOID18
 GF0706  LAPLACE CORR    -          0.06  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0706.GEOID18 height accuracy estimate available here.
 GF0706
 GF0706.Click photographs - Photos may exist for this station.
 GF0706
 GF0706.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0706
 GF0706. The following values were computed from the NAD 83(1997) position.
 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     -   0.99994134  x   0.99998222  =   0.99992356
 GF0706!UTM  15      -   0.99994134  x   0.99960941  =   0.99955077
 GF0706
 GF0706:                Primary Azimuth Mark                     Grid Az
 GF0706:SPC AR N     -  VERONA                                   236 26 54.5
 GF0706:UTM  15      -  VERONA                                   235 51 51.1
 GF0706
 GF0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV2763499083(NAD 83)
 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
 GF0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0706.See file dsdata.pdf to determine how the superseded data were derived.
 GF0706
 GF0706_MARKER: DS = TRIANGULATION STATION DISK
 GF0706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0706_STAMPING: FRECK 1954
 GF0706_MARK LOGO: CGS
 GF0706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0706+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0707 ***********************************************************************
 GF0707  DESIGNATION -  FRECK LOOKOUT TOWER
 GF0707  PID         -  GF0707
 GF0707  STATE/COUNTY-  AR/MARION
 GF0707  COUNTRY     -  US
 GF0707  USGS QUAD   -  YELLVILLE (2017)
 GF0707
 GF0707                         *CURRENT SURVEY CONTROL
 GF0707  ______________________________________________________________________
 GF0707* NAD 83(1997) POSITION- 36 08 09.40711(N) 092 41 34.00186(W)   ADJUSTED
 GF0707  ______________________________________________________________________
 GF0707  GEOID HEIGHT    -        -28.358 (meters)                     GEOID18
 GF0707  LAPLACE CORR    -          0.07  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0707.GEOID18 height accuracy estimate available here.
 GF0707
 GF0707.Click photographs - Photos may exist for this station.
 GF0707
 GF0707.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0707
 GF0707. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV2764199070(NAD 83)
 GF0707
 GF0707                          SUPERSEDED SURVEY CONTROL
 GF0707
 GF0707  NAD 83(1986)-  36 08 09.41912(N)    092 41 34.00232(W) AD(       ) 3
 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
 GF0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0707.See file dsdata.pdf to determine how the superseded data were derived.
 GF0707
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2936 ***********************************************************************
 EH2936  DESIGNATION -  FREDONIA RESET
 EH2936  PID         -  EH2936
 EH2936  STATE/COUNTY-  AR/PRAIRIE
 EH2936  COUNTRY     -  US
 EH2936  USGS QUAD   -  DE VALLS BLUFF (2017)
 EH2936
 EH2936                         *CURRENT SURVEY CONTROL
 EH2936  ______________________________________________________________________
 EH2936* NAD 83(1997) POSITION- 34 49 37.48336(N) 091 24 31.73302(W)   ADJUSTED
 EH2936* NAVD 88 ORTHO HEIGHT -    59.    (meters)      194.    (feet) SCALED
 EH2936  ______________________________________________________________________
 EH2936  GEOID HEIGHT    -        -26.967 (meters)                     GEOID18
 EH2936  LAPLACE CORR    -          0.77  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2936.GEOID18 height accuracy estimate available here.
 EH2936
 EH2936.Click photographs - Photos may exist for this station.
 EH2936
 EH2936.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2936
 EH2936. The following values were computed from the NAD 83(1997) position.
 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;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     -   0.99999497  x   1.00001403  =   1.00000900
 EH2936!UTM  15      -   0.99999497  x   0.99986096  =   0.99985593
 EH2936
 EH2936:                Primary Azimuth Mark                     Grid Az
 EH2936:SPC AR S     -  FREDONIA AZ MK                           151 47 43.0
 EH2936:UTM  15      -  FREDONIA AZ MK                           151 13 02.2
 EH2936
 EH2936_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU4550955021(NAD 83)
 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
 EH2936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2936.See file dsdata.pdf to determine how the superseded data were derived.
 EH2936
 EH2936_MARKER: DS = TRIANGULATION STATION DISK
 EH2936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2936_STAMPING: FREDONIA 1954 1965
 EH2936_MARK LOGO: CGS
 EH2936_PROJECTION: RECESSED 10 CENTIMETERS
 EH2936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2936+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DQ6623 ***********************************************************************
 DQ6623  DESIGNATION -  FREE
 DQ6623  PID         -  DQ6623
 DQ6623  STATE/COUNTY-  AR/PIKE
 DQ6623  COUNTRY     -  US
 DQ6623  USGS QUAD   -  MURFREESBORO (2017)
 DQ6623
 DQ6623                         *CURRENT SURVEY CONTROL
 DQ6623  ______________________________________________________________________
 DQ6623* NAD 83(1986) POSITION- 34 05 54.88   (N) 093 39 30.58   (W)   HD_HELD1
 DQ6623* NAVD 88 ORTHO HEIGHT -   151.116 (meters)      495.79  (feet) ADJUSTED
 DQ6623  ______________________________________________________________________
 DQ6623  GEOID HEIGHT    -        -27.332 (meters)                     GEOID18
 DQ6623  DYNAMIC HEIGHT  -        150.963 (meters)      495.28  (feet) COMP
 DQ6623  MODELED GRAVITY -    979,618.7   (mgal)                       NAVD 88
 DQ6623
 DQ6623  VERT ORDER      -  SECOND    CLASS I
 DQ6623
 DQ6623.The horizontal coordinates were determined by differentially corrected
 DQ6623.hand held GPS observations or other comparable positioning techniques
 DQ6623.and have an estimated accuracy of +/- 3 meters.
 DQ6623
 DQ6623.The orthometric height was determined by differential leveling and
 DQ6623.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6623.in November 2017.
 DQ6623
 DQ6623.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6623.GEOID18 height accuracy estimate available here.
 DQ6623
 DQ6623.Click photographs - Photos may exist for this station.
 DQ6623
 DQ6623.The dynamic height is computed by dividing the NAVD 88
 DQ6623.geopotential number by the normal gravity value computed on the
 DQ6623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6623.degrees latitude (g = 980.6199 gals.).
 DQ6623
 DQ6623.The modeled gravity was interpolated from observed gravity values.
 DQ6623
 DQ6623;                    North         East    Units  Estimated Accuracy
 DQ6623;SPC AR S     -   560,056.1     246,976.6     MT  (+/- 3 meters HH1 GPS) 
 DQ6623
 DQ6623_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT3925973281(NAD 83)
 DQ6623
 DQ6623                          SUPERSEDED SURVEY CONTROL
 DQ6623
 DQ6623.No superseded survey control is available for this station.
 DQ6623
 DQ6623_MARKER: DB = BENCH MARK DISK
 DQ6623_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ6623_SP_SET: HEADWALL
 DQ6623_STAMPING: FREE 2017
 DQ6623_MARK LOGO: ARHD
 DQ6623_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ6623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ6623+STABILITY: SURFACE MOTION
 DQ6623_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6623+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2017
 DQ6623
 DQ6623  HISTORY     - Date     Condition        Report By
 DQ6623  HISTORY     - 20171004 MONUMENTED       ARHD
 DQ6623
 DQ6623                          STATION DESCRIPTION
 DQ6623
 DQ6623'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2017 (JDH)
 DQ6623'THE STATION IS LOCATED ABOUT 10.1 MI (16.3 KM) WEST-NORTHWEST OF
 DQ6623'DELIGHT, 8.9 MI (14.3 KM) EAST OF NATHAN AND 3.1 MI (5.0 KM) NORTHEAST
 DQ6623'OF MURFREESBORO.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ6623'
 DQ6623'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 27 AND STATE HIGHWAY
 DQ6623'26, GO NORTH ON HIGHWAY 27 FOR 2.55 MI (4.10 KM) TO THE STATION ON THE
 DQ6623'LEFT, IN THE NORTH SIDE OF THE WEST HEADWALL.
 DQ6623'
 DQ6623'IT IS 186 FT (56.7 M) SOUTH OF LOWERY LANE CENTERLINE, 42 FT (12.8 M)
 DQ6623'WEST OF HIGHWAY 27 CENTERLINE AND 1 FT (0.3 M) SOUTH OF A WITNESS
 DQ6623'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0965 ***********************************************************************
 FG0965  DESIGNATION -  FREEMAN
 FG0965  PID         -  FG0965
 FG0965  STATE/COUNTY-  AR/POPE
 FG0965  COUNTRY     -  US
 FG0965  USGS QUAD   -  SAND GAP (2017)
 FG0965
 FG0965                         *CURRENT SURVEY CONTROL
 FG0965  ______________________________________________________________________
 FG0965* NAD 83(1997) POSITION- 35 39 46.40280(N) 093 04 34.55120(W)   ADJUSTED
 FG0965* NAVD 88 ORTHO HEIGHT -   636.293 (meters)     2087.57  (feet) ADJUSTED
 FG0965  ______________________________________________________________________
 FG0965  GEOID HEIGHT    -        -28.229 (meters)                     GEOID18
 FG0965  LAPLACE CORR    -          0.79  (seconds)                    DEFLEC18
 FG0965  DYNAMIC HEIGHT  -        635.669 (meters)     2085.52  (feet) COMP
 FG0965  MODELED GRAVITY -    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 and
 FG0965.adjusted by the NATIONAL GEODETIC SURVEY
 FG0965.in June 1991.
 FG0965
 FG0965.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0965.GEOID18 height accuracy estimate available here.
 FG0965
 FG0965.Click photographs - Photos may exist for this station.
 FG0965
 FG0965.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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  =   0.99984145
 FG0965!UTM  15      -   0.99990457  x   0.99960059  =   0.99950520
 FG0965
 FG0965:                Primary Azimuth Mark                     Grid Az
 FG0965:SPC AR N     -  DEVILS                                   283 35 41.3
 FG0965:UTM  15      -  DEVILS                                   283 00 46.8
 FG0965
 FG0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV9309746561(NAD 83)
 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  NGVD 29             636.22   (m)         2087.3    (f) LEVELING    3  
 FG0965
 FG0965.Superseded values are not recommended for survey control.
 FG0965
 FG0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0965.See file dsdata.pdf to determine how the superseded data were derived.
 FG0965
 FG0965_MARKER: DS = TRIANGULATION STATION DISK
 FG0965_SETTING: 80 = SET IN A BOULDER
 FG0965_STAMPING: FREEMAN 1928
 FG0965_MARK LOGO: CGS
 FG0965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0965+STABILITY: SURFACE MOTION
 FG0965_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FG0965+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2011
 FG0965
 FG0965  HISTORY     - Date     Condition        Report By
 FG0965  HISTORY     - 1928     MONUMENTED       CGS
 FG0965  HISTORY     - 1934     GOOD             CGS
 FG0965  HISTORY     - 1954     GOOD             CGS
 FG0965  HISTORY     - 1971     GOOD             NGS
 FG0965  HISTORY     - 20110926 GOOD             ARHD
 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 COAST AND 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.
 FG0965
 FG0965                          STATION RECOVERY (2011)
 FG0965
 FG0965'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (SES)
 FG0965'STATION MARK,RM1,AND RM2 FOUND.RM3 NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH3031 ***********************************************************************
 EH3031  DESIGNATION -  FREEMAN
 EH3031  PID         -  EH3031
 EH3031  STATE/COUNTY-  AR/JEFFERSON
 EH3031  COUNTRY     -  US
 EH3031  USGS QUAD   -  ALTHEIMER (2017)
 EH3031
 EH3031                         *CURRENT SURVEY CONTROL
 EH3031  ______________________________________________________________________
 EH3031* NAD 83(1997) POSITION- 34 22 28.77638(N) 091 47 46.88020(W)   ADJUSTED
 EH3031* NAVD 88 ORTHO HEIGHT -    59.    (meters)      194.    (feet) SCALED
 EH3031  ______________________________________________________________________
 EH3031  GEOID HEIGHT    -        -26.215 (meters)                     GEOID18
 EH3031  LAPLACE CORR    -         -0.91  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH3031.GEOID18 height accuracy estimate available here.
 EH3031
 EH3031.Click photographs - Photos may exist for this station.
 EH3031
 EH3031.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH3031
 EH3031. The following values were computed from the NAD 83(1997) position.
 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     -  FREEMAN AZ MK RESET                      330 30 37.9
 EH3031:UTM  15      -  FREEMAN AZ MK RESET                      329 56 41.5
 EH3031
 EH3031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU1066604355(NAD 83)
 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
 EH3031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3031.See file dsdata.pdf to determine how the superseded data were derived.
 EH3031
 EH3031_MARKER: DS = TRIANGULATION STATION DISK
 EH3031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH3031_STAMPING: FREEMAN 1938
 EH3031_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1813 ***********************************************************************
 EJ1813  DESIGNATION -  FREEMAN
 EJ1813  PID         -  EJ1813
 EJ1813  STATE/COUNTY-  AR/GRANT
 EJ1813  COUNTRY     -  US
 EJ1813  USGS QUAD   -  MILLERVILLE (2017)
 EJ1813
 EJ1813                         *CURRENT SURVEY CONTROL
 EJ1813  ______________________________________________________________________
 EJ1813* NAD 83(1997) POSITION- 34 10 56.44101(N) 092 23 54.96639(W)   ADJUSTED
 EJ1813* NAVD 88 ORTHO HEIGHT -    80.    (meters)      262.    (feet) SCALED
 EJ1813  ______________________________________________________________________
 EJ1813  GEOID HEIGHT    -        -26.081 (meters)                     GEOID18
 EJ1813  LAPLACE CORR    -          0.93  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1813.GEOID18 height accuracy estimate available here.
 EJ1813
 EJ1813.Click photographs - Photos may exist for this station.
 EJ1813
 EJ1813.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1813
 EJ1813. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999154  x   0.99992179  =   0.99991333
 EJ1813!UTM  15      -   0.99999154  x   0.99963786  =   0.99962941
 EJ1813
 EJ1813:                Primary Azimuth Mark                     Grid Az
 EJ1813:SPC AR S     -  FREEMAN AZ MK                            178 41 37.4
 EJ1813:UTM  15      -  FREEMAN AZ MK                            178 07 57.9
 EJ1813
 EJ1813_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT5541982537(NAD 83)
 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
 EJ1813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1813.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1813
 EJ1813_MARKER: DS = TRIANGULATION STATION DISK
 EJ1813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1813_STAMPING: FREEMAN 1964
 EJ1813_MARK LOGO: CGS
 EJ1813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1813+STABILITY: SURFACE MOTION
 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 DEPARTMENT OF TRANSPORTATION 2004 (WDA)
 EJ1813'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0964 ***********************************************************************
 FG0964  DESIGNATION -  FREEMAN RM 1
 FG0964  PID         -  FG0964
 FG0964  STATE/COUNTY-  AR/POPE
 FG0964  COUNTRY     -  US
 FG0964  USGS QUAD   -  SAND GAP (2017)
 FG0964
 FG0964                         *CURRENT SURVEY CONTROL
 FG0964  ______________________________________________________________________
 FG0964* NAD 83(1986) POSITION- 35 39 46.53   (N) 093 04 34.22   (W)   HD_HELD1
 FG0964* NAVD 88 ORTHO HEIGHT -   635.950 (meters)     2086.45  (feet) ADJUSTED
 FG0964  ______________________________________________________________________
 FG0964  GEOID HEIGHT    -        -28.229 (meters)                     GEOID18
 FG0964  DYNAMIC HEIGHT  -        635.326 (meters)     2084.40  (feet) COMP
 FG0964  MODELED GRAVITY -    979,630.9   (mgal)                       NAVD 88
 FG0964
 FG0964  VERT ORDER      -  SECOND    CLASS 0
 FG0964
 FG0964.The horizontal coordinates were determined by differentially corrected
 FG0964.hand held GPS observations or other comparable positioning techniques
 FG0964.and have an estimated accuracy of +/- 3 meters.
 FG0964
 FG0964.The orthometric height was determined by differential leveling and
 FG0964.adjusted by the NATIONAL GEODETIC SURVEY
 FG0964.in June 1991.
 FG0964
 FG0964.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0964.GEOID18 height accuracy estimate available here.
 FG0964
 FG0964.Click photographs - Photos may exist for this station.
 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     -   148,039.6     302,565.2     MT  (+/- 3 meters HH1 GPS) 
 FG0964
 FG0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV9310546565(NAD 83)
 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
 FG0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0964.See file dsdata.pdf to determine how the superseded data were derived.
 FG0964
 FG0964_MARKER: DR = REFERENCE MARK DISK
 FG0964_SETTING: 80 = SET IN A BOULDER
 FG0964_STAMPING: FREEMAN NO 1 1928
 FG0964_MARK LOGO: CGS
 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             CGS
 FG0964
 FG0964                          STATION DESCRIPTION
 FG0964
 FG0964'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0966 ***********************************************************************
 FG0966  DESIGNATION -  FREEMAN RM 2
 FG0966  PID         -  FG0966
 FG0966  STATE/COUNTY-  AR/POPE
 FG0966  COUNTRY     -  US
 FG0966  USGS QUAD   -  SAND GAP (2017)
 FG0966
 FG0966                         *CURRENT SURVEY CONTROL
 FG0966  ______________________________________________________________________
 FG0966* NAD 83(1986) POSITION- 35 39 45.80   (N) 093 04 34.98   (W)   HD_HELD1
 FG0966* NAVD 88 ORTHO HEIGHT -   635.476 (meters)     2084.89  (feet) ADJUSTED
 FG0966  ______________________________________________________________________
 FG0966  GEOID HEIGHT    -        -28.230 (meters)                     GEOID18
 FG0966  DYNAMIC HEIGHT  -        634.852 (meters)     2082.84  (feet) COMP
 FG0966  MODELED GRAVITY -    979,630.9   (mgal)                       NAVD 88
 FG0966
 FG0966  VERT ORDER      -  SECOND    CLASS 0
 FG0966
 FG0966.The horizontal coordinates were determined by differentially corrected
 FG0966.hand held GPS observations or other comparable positioning techniques
 FG0966.and have an estimated accuracy of +/- 3 meters.
 FG0966
 FG0966.The orthometric height was determined by differential leveling and
 FG0966.adjusted by the NATIONAL GEODETIC SURVEY
 FG0966.in June 1991.
 FG0966
 FG0966.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0966.GEOID18 height accuracy estimate available here.
 FG0966
 FG0966.Click photographs - Photos may exist for this station.
 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     -   148,017.3     302,545.8     MT  (+/- 3 meters HH1 GPS) 
 FG0966
 FG0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV9308646543(NAD 83)
 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
 FG0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0966.See file dsdata.pdf to determine how the superseded data were derived.
 FG0966
 FG0966_MARKER: DR = REFERENCE MARK DISK
 FG0966_SETTING: 80 = SET IN A BOULDER
 FG0966_STAMPING: FREEMAN NO 2 1928
 FG0966_MARK LOGO: CGS
 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             CGS
 FG0966
 FG0966                          STATION DESCRIPTION
 FG0966
 FG0966'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1805 ***********************************************************************
 FG1805  DESIGNATION -  FREEMAN RM 3
 FG1805  PID         -  FG1805
 FG1805  STATE/COUNTY-  AR/POPE
 FG1805  COUNTRY     -  US
 FG1805  USGS QUAD   -  SAND GAP (2017)
 FG1805
 FG1805                         *CURRENT SURVEY CONTROL
 FG1805  ______________________________________________________________________
 FG1805* NAD 83(1997) POSITION- 35 39 45.87766(N) 093 04 34.55023(W)   ADJUSTED
 FG1805* NAVD 88 ORTHO HEIGHT -   636.2   (meters)     2087.    (feet) VERTCON3
 FG1805  ______________________________________________________________________
 FG1805  GEOID HEIGHT    -        -28.230 (meters)                     GEOID18
 FG1805  LAPLACE CORR    -          0.81  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1805.GEOID18 height accuracy estimate available here.
 FG1805
 FG1805.Click photographs - Photos may exist for this station.
 FG1805
 FG1805.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1805
 FG1805. The following values were computed from the NAD 83(1997) position.
 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     -   0.99990459  x   0.99993687  =   0.99984146
 FG1805!UTM  15      -   0.99990459  x   0.99960059  =   0.99950522
 FG1805
 FG1805:                Primary Azimuth Mark                     Grid Az
 FG1805:SPC AR N     -  LADD                                     191 56 31.7
 FG1805:UTM  15      -  LADD                                     191 21 37.2
 FG1805
 FG1805_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV9309746545(NAD 83)
 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
 FG1805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1805.See file dsdata.pdf to determine how the superseded data were derived.
 FG1805
 FG1805_MARKER: DR = REFERENCE MARK DISK
 FG1805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1805_STAMPING: FREEMAN NO 3 1928
 FG1805_MARK LOGO: CGS
 FG1805_PROJECTION: FLUSH
 FG1805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1805+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1965 ***********************************************************************
 EJ1965  DESIGNATION -  FRIEND
 EJ1965  PID         -  EJ1965
 EJ1965  STATE/COUNTY-  AR/HOT SPRING
 EJ1965  COUNTRY     -  US
 EJ1965  USGS QUAD   -  CADDO VALLEY (2017)
 EJ1965
 EJ1965                         *CURRENT SURVEY CONTROL
 EJ1965  ______________________________________________________________________
 EJ1965* NAD 83(1997) POSITION- 34 14 14.83242(N) 093 00 29.90305(W)   ADJUSTED
 EJ1965* NAVD 88 ORTHO HEIGHT -   123.2   (meters)      404.    (feet) VERTCON3
 EJ1965  ______________________________________________________________________
 EJ1965  GEOID HEIGHT    -        -26.774 (meters)                     GEOID18
 EJ1965  LAPLACE CORR    -          2.29  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1965.GEOID18 height accuracy estimate available here.
 EJ1965
 EJ1965.Click photographs - Photos may exist for this station.
 EJ1965
 EJ1965.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1965
 EJ1965. The following values were computed from the NAD 83(1997) position.
 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     -   0.99998486  x   0.99992472  =   0.99990959
 EJ1965!UTM  15      -   0.99998486  x   0.99960001  =   0.99958488
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT9923588484(NAD 83)
 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
 EJ1965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1965.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1965
 EJ1965_MARKER: DS = TRIANGULATION STATION DISK
 EJ1965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1965_STAMPING: FRIEND 1957
 EJ1965_MARK LOGO: CGS
 EJ1965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1965+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0164 ***********************************************************************
 FF0164  DESIGNATION -  FRISCO 3
 FF0164  PID         -  FF0164
 FF0164  STATE/COUNTY-  AR/CRITTENDEN
 FF0164  COUNTRY     -  US
 FF0164  USGS QUAD   -  NORTHWEST MEMPHIS (2019)
 FF0164
 FF0164                         *CURRENT SURVEY CONTROL
 FF0164  ______________________________________________________________________
 FF0164* NAD 83(1986) POSITION- 35 09 44.     (N) 090 07 00.     (W)   SCALED
 FF0164* NAVD 88 ORTHO HEIGHT -    64.730 (meters)      212.37  (feet) ADJUSTED
 FF0164  ______________________________________________________________________
 FF0164  GEOID HEIGHT    -        -27.327 (meters)                     GEOID18
 FF0164  DYNAMIC HEIGHT  -         64.672 (meters)      212.18  (feet) COMP
 FF0164  MODELED GRAVITY -    979,732.7   (mgal)                       NAVD 88
 FF0164
 FF0164  VERT ORDER      -  FIRST     CLASS II
 FF0164
 FF0164.The horizontal coordinates were scaled from a map and have
 FF0164.an estimated accuracy of +/- 6 seconds.
 FF0164
 FF0164.The orthometric height was determined by differential leveling and
 FF0164.adjusted by the NATIONAL GEODETIC SURVEY
 FF0164.in June 1991.
 FF0164
 FF0164.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0164.GEOID18 height accuracy estimate available here.
 FF0164
 FF0164.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU626948(NAD 83)
 FF0164
 FF0164                          SUPERSEDED SURVEY CONTROL
 FF0164
 FF0164  NGVD 29 (11/26/84)   64.700  (m)          212.27   (f) ADJUSTED    1 2
 FF0164
 FF0164.Superseded values are not recommended for survey control.
 FF0164
 FF0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0164.See file dsdata.pdf to determine how the superseded data were derived.
 FF0164
 FF0164_MARKER: P = PIPE CAP
 FF0164_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF0164_STAMPING: FRISCO 3 1955
 FF0164_MARK LOGO: USACE
 FF0164_MAGNETIC: P = MARKER IS A STEEL PIPE
 FF0164_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0164
 FF0164  HISTORY     - Date     Condition        Report By
 FF0164  HISTORY     - 1955     MONUMENTED       USACE
 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 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 = MARCH 20, 2026 22:17:28 EDT
 FH0951 ***********************************************************************
 FH0951  DESIGNATION -  FROG
 FH0951  PID         -  FH0951
 FH0951  STATE/COUNTY-  AR/CRAWFORD
 FH0951  COUNTRY     -  US
 FH0951  USGS QUAD   -  MOUNTAINBURG SW (2017)
 FH0951
 FH0951                         *CURRENT SURVEY CONTROL
 FH0951  ______________________________________________________________________
 FH0951* NAD 83(1997) POSITION- 35 33 19.11398(N) 094 12 49.88316(W)   ADJUSTED
 FH0951* NAVD 88 ORTHO HEIGHT -   262.5   (meters)      861.    (feet) VERTCON3
 FH0951  ______________________________________________________________________
 FH0951  GEOID HEIGHT    -        -29.208 (meters)                     GEOID18
 FH0951  LAPLACE CORR    -          1.71  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0951.GEOID18 height accuracy estimate available here.
 FH0951
 FH0951.Click photographs - Photos may exist for this station.
 FH0951
 FH0951.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH0951
 FH0951. The following values were computed from the NAD 83(1997) position.
 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     -   0.99996338  x   0.99993606  =   0.99989945
 FH0951!UTM  15      -   0.99996338  x   0.99974915  =   0.99971254
 FH0951
 FH0951:                Primary Azimuth Mark                     Grid Az
 FH0951:SPC AR N     -  FROG AZ MK                               223 06 33.0
 FH0951:UTM  15      -  FROG AZ MK                               222 31 36.6
 FH0951
 FH0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV8998435305(NAD 83)
 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(1993)-  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
 FH0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0951.See file dsdata.pdf to determine how the superseded data were derived.
 FH0951
 FH0951_MARKER: DS = TRIANGULATION STATION DISK
 FH0951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0951_STAMPING: FROG 1971
 FH0951_MARK LOGO: CGS
 FH0951_PROJECTION: FLUSH
 FH0951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0951+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1830 ***********************************************************************
 EJ1830  DESIGNATION -  FROST
 EJ1830  PID         -  EJ1830
 EJ1830  STATE/COUNTY-  AR/HOT SPRING
 EJ1830  COUNTRY     -  US
 EJ1830  USGS QUAD   -  POYEN (2017)
 EJ1830
 EJ1830                         *CURRENT SURVEY CONTROL
 EJ1830  ______________________________________________________________________
 EJ1830* NAD 83(1997) POSITION- 34 15 19.87613(N) 092 44 34.10551(W)   ADJUSTED
 EJ1830* NAVD 88 ORTHO HEIGHT -   151.    (meters)      495.    (feet) SCALED
 EJ1830  ______________________________________________________________________
 EJ1830  GEOID HEIGHT    -        -26.368 (meters)                     GEOID18
 EJ1830  LAPLACE CORR    -          1.61  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1830.GEOID18 height accuracy estimate available here.
 EJ1830
 EJ1830.Click photographs - Photos may exist for this station.
 EJ1830
 EJ1830.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1830
 EJ1830. The following values were computed from the NAD 83(1997) position.
 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  =   0.99958735
 EJ1830
 EJ1830_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT2367990518(NAD 83)
 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
 EJ1830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1830.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1830
 EJ1830_MARKER: DD = SURVEY DISK
 EJ1830_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ1830_STAMPING: FROST 1934
 EJ1830_MARK LOGO: CGS+SS
 EJ1830_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1830
 EJ1830  HISTORY     - Date     Condition        Report By
 EJ1830  HISTORY     - 1934     MONUMENTED       ARGS
 EJ1830  HISTORY     - 1964     GOOD             CGS
 EJ1830
 EJ1830                          STATION DESCRIPTION
 EJ1830
 EJ1830'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FF2081 ***********************************************************************
 FF2081  DESIGNATION -  FRUIT
 FF2081  PID         -  FF2081
 FF2081  STATE/COUNTY-  AR/CROSS
 FF2081  COUNTRY     -  US
 FF2081  USGS QUAD   -  WYNNE (2017)
 FF2081
 FF2081                         *CURRENT SURVEY CONTROL
 FF2081  ______________________________________________________________________
 FF2081* NAD 83(1997) POSITION- 35 14 25.12251(N) 090 45 19.49501(W)   ADJUSTED
 FF2081* NAVD 88 ORTHO HEIGHT -   122.    (meters)      400.    (feet) SCALED
 FF2081  ______________________________________________________________________
 FF2081  GEOID HEIGHT    -        -27.199 (meters)                     GEOID18
 FF2081  LAPLACE CORR    -         -0.25  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF2081.GEOID18 height accuracy estimate available here.
 FF2081
 FF2081.Click photographs - Photos may exist for this station.
 FF2081
 FF2081.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF2081
 FF2081. The following values were computed from the NAD 83(1997) position.
 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     -   0.99998512  x   0.99995384  =   0.99993896
 FF2081!UTM  15      -   0.99998512  x   1.00011410  =   1.00009921
 FF2081
 FF2081:                Primary Azimuth Mark                     Grid Az
 FF2081:SPC AR N     -  FRUIT AZ MK                              241 50 58.7
 FF2081:UTM  15      -  FRUIT AZ MK                              241 16 41.8
 FF2081
 FF2081_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV0423902002(NAD 83)
 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(1995)-  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
 FF2081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2081.See file dsdata.pdf to determine how the superseded data were derived.
 FF2081
 FF2081_MARKER: DS = TRIANGULATION STATION DISK
 FF2081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2081_STAMPING: FRUIT 1954
 FF2081_MARK LOGO: CGS
 FF2081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF2081+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1895 ***********************************************************************
 FG1895  DESIGNATION -  FRY
 FG1895  PID         -  FG1895
 FG1895  STATE/COUNTY-  AR/FRANKLIN
 FG1895  COUNTRY     -  US
 FG1895  USGS QUAD   -  OZARK (2017)
 FG1895
 FG1895                         *CURRENT SURVEY CONTROL
 FG1895  ______________________________________________________________________
 FG1895* NAD 83(1997) POSITION- 35 23 09.36710(N) 093 50 35.03958(W)   ADJUSTED
 FG1895* NAVD 88 ORTHO HEIGHT -   195.    (meters)      640.    (feet) SCALED
 FG1895  ______________________________________________________________________
 FG1895  GEOID HEIGHT    -        -29.568 (meters)                     GEOID18
 FG1895  LAPLACE CORR    -          0.49  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1895.GEOID18 height accuracy estimate available here.
 FG1895
 FG1895.Click photographs - Photos may exist for this station.
 FG1895
 FG1895.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1895
 FG1895. The following values were computed from the NAD 83(1997) position.
 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     -   0.99997403  x   0.99994189  =   0.99991592
 FG1895!UTM  15      -   0.99997403  x   0.99967225  =   0.99964628
 FG1895
 FG1895:                Primary Azimuth Mark                     Grid Az
 FG1895:SPC AR N     -  FRY AZ MK                                000 45 42.4
 FG1895:UTM  15      -  FRY AZ MK                                000 10 39.1
 FG1895
 FG1895_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV2343016169(NAD 83)
 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(1993)-  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
 FG1895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1895.See file dsdata.pdf to determine how the superseded data were derived.
 FG1895
 FG1895_MARKER: DS = TRIANGULATION STATION DISK
 FG1895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1895_STAMPING: FRY 1940
 FG1895_MARK LOGO: CGS
 FG1895_PROJECTION: PROJECTING
 FG1895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1895+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FH1260 ***********************************************************************
 FH1260  SACS        -  This is a Secondary Airport Control Station.
 FH1260  DESIGNATION -  FSM A
 FH1260  PID         -  FH1260
 FH1260  STATE/COUNTY-  AR/SEBASTIAN
 FH1260  COUNTRY     -  US
 FH1260  USGS QUAD   -  BARLING (2017)
 FH1260
 FH1260                         *CURRENT SURVEY CONTROL
 FH1260  ______________________________________________________________________
 FH1260* NAD 83(2011) POSITION- 35 20 11.87019(N) 094 21 17.48253(W)   ADJUSTED
 FH1260* NAD 83(2011) ELLIP HT-   104.479 (meters)        (06/27/12)   ADJUSTED
 FH1260* NAD 83(2011) EPOCH   -  2010.00
 FH1260* NAVD 88 ORTHO HEIGHT -   134.66  (meters)      441.8   (feet) GPS OBS
 FH1260  ______________________________________________________________________
 FH1260  NAVD 88 orthometric height was determined with geoid model    GEOID93
 FH1260  GEOID HEIGHT    -        -30.650 (meters)                     GEOID93
 FH1260  GEOID HEIGHT    -        -30.224 (meters)                     GEOID18
 FH1260  NAD 83(2011) X  -   -395,537.255 (meters)                     COMP
 FH1260  NAD 83(2011) Y  - -5,193,961.987 (meters)                     COMP
 FH1260  NAD 83(2011) Z  -  3,668,457.130 (meters)                     COMP
 FH1260  LAPLACE CORR    -          1.80  (seconds)                    DEFLEC18
 FH1260
 FH1260  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FH1260  Standards:
 FH1260         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FH1260            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FH1260  -------------------------------------------------------------------
 FH1260  NETWORK    0.57   0.35           0.19   0.26   0.18     -0.15811730
 FH1260  -------------------------------------------------------------------
 FH1260  Click here for local accuracies and other accuracy information.
 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 June 2012.
 FH1260
 FH1260.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FH1260.been affixed to the stable North American tectonic plate. See 
 FH1260.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FH1260
 FH1260.The horizontal coordinates are valid at the epoch date displayed above
 FH1260.which is a decimal equivalence of Year/Month/Day.
 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 published vertical control network.
 FH1260
 FH1260.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1260.GEOID18 height accuracy estimate available here.
 FH1260
 FH1260.Click photographs - Photos may exist for this station.
 FH1260
 FH1260.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FH1260
 FH1260.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1260
 FH1260.The ellipsoidal height was determined by GPS observations
 FH1260.and is referenced to NAD 83.
 FH1260
 FH1260. The following values were computed from the NAD 83(2011) position.
 FH1260
 FH1260;                    North         East     Units Scale Factor Converg.
 FH1260;SPC AR N     -   113,866.863   185,945.724   MT  0.99994522   -1 22 13.0
 FH1260;SPC AR N     -   373,578.20    610,056.93   sFT  0.99994522   -1 22 13.0
 FH1260;UTM  15      - 3,911,217.248   376,871.757   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV7687111217(NAD 83)
 FH1260
 FH1260                          SUPERSEDED SURVEY CONTROL
 FH1260
 FH1260  NAD 83(2007)-  35 20 11.87008(N)    094 21 17.48322(W) AD(2002.00) 0
 FH1260  ELLIP H (02/10/07)  104.500  (m)                       GP(2002.00)    
 FH1260  ELLIP H (01/14/02)  104.481  (m)                       GP(       ) 3 2
 FH1260  NAD 83(1997)-  35 20 11.87035(N)    094 21 17.48372(W) AD(       ) 1
 FH1260  ELLIP H (02/22/00)  104.484  (m)                       GP(       ) 3 2
 FH1260  NAD 83(1997)-  35 20 11.87031(N)    094 21 17.48828(W) AD(       ) 2
 FH1260  ELLIP H (09/14/99)  104.539  (m)                       GP(       ) 4 1
 FH1260  NAD 83(1993)-  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             134.60   (m)          441.6    (f) LEVELING    3  
 FH1260
 FH1260.Superseded values are not recommended for survey control.
 FH1260
 FH1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1260.See file dsdata.pdf to determine how the superseded data were derived.
 FH1260
 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: SEWER
 FH1260_STAMPING: AP 1963 STA A
 FH1260_MARK LOGO: CGS
 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       CGS
 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 COAST AND 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 LIGHTS AT
 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.
 FH1260'
 FH1260'THE STATION IS A STANDARD TOPOGAPHIC DISK STAMPED AP 1963 STA A AND
 FH1260'CEMENTED IN THE SOUTHWEST CORNER OF THE CONCRETE BASE FOR A MANHOLE
 FH1260'ENTRANCE TO THE UNDERGROUND WIRING FOR THE 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'THIS STATION IS A SECONDARY AIRPORT CONTROL STATION (SACS).  IT IS
 FH1260'LOCATED ON A 5 X 5 X 5-FOOT DEEP CONCRETE ELECTRICAL JUNCTION BOX WITH
 FH1260'A 3-FOOT ROUND METAL MANHOLE COVER.
 FH1260
 FH1260                          STATION RECOVERY (2001)
 FH1260
 FH1260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (ED)
 FH1260'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 AI3646 ***********************************************************************
 AI3646  PACS        -  This is a Primary Airport Control Station.
 AI3646  DESIGNATION -  FSM C
 AI3646  PID         -  AI3646
 AI3646  STATE/COUNTY-  AR/SEBASTIAN
 AI3646  COUNTRY     -  US
 AI3646  USGS QUAD   -  BARLING (2017)
 AI3646
 AI3646                         *CURRENT SURVEY CONTROL
 AI3646  ______________________________________________________________________
 AI3646* NAD 83(2011) POSITION- 35 20 09.42294(N) 094 22 06.60785(W)   ADJUSTED
 AI3646* NAD 83(2011) ELLIP HT-   105.301 (meters)        (06/27/12)   ADJUSTED
 AI3646* NAD 83(2011) EPOCH   -  2010.00
 AI3646* NAVD 88 ORTHO HEIGHT -   135.52  (meters)      444.6   (feet) GPS OBS
 AI3646  ______________________________________________________________________
 AI3646  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AI3646  GEOID HEIGHT    -        -30.145 (meters)                     GEOID99
 AI3646  GEOID HEIGHT    -        -30.241 (meters)                     GEOID18
 AI3646  NAD 83(2011) X  -   -396,777.644 (meters)                     COMP
 AI3646  NAD 83(2011) Y  - -5,193,911.800 (meters)                     COMP
 AI3646  NAD 83(2011) Z  -  3,668,396.079 (meters)                     COMP
 AI3646  LAPLACE CORR    -          1.67  (seconds)                    DEFLEC18
 AI3646
 AI3646  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI3646  Standards:
 AI3646         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI3646            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI3646  -------------------------------------------------------------------
 AI3646  NETWORK    0.55   0.31           0.17   0.26   0.16     -0.17558314
 AI3646  -------------------------------------------------------------------
 AI3646  Click here for local accuracies and other accuracy information.
 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 June 2012.
 AI3646
 AI3646.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI3646.been affixed to the stable North American tectonic plate. See 
 AI3646.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI3646
 AI3646.The horizontal coordinates are valid at the epoch date displayed above
 AI3646.which is a decimal equivalence of Year/Month/Day.
 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 published vertical control network.
 AI3646
 AI3646.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI3646.GEOID18 height accuracy estimate available here.
 AI3646
 AI3646.Click photographs - Photos may exist for this station.
 AI3646
 AI3646.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI3646
 AI3646.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI3646
 AI3646.The ellipsoidal height was determined by GPS observations
 AI3646.and is referenced to NAD 83.
 AI3646
 AI3646. The following values were computed from the NAD 83(2011) position.
 AI3646
 AI3646;                    North         East     Units Scale Factor Converg.
 AI3646;SPC AR N     -   113,821.220   184,703.747   MT  0.99994527   -1 22 41.6
 AI3646;SPC AR N     -   373,428.45    605,982.21   sFT  0.99994527   -1 22 41.6
 AI3646;UTM  15      - 3,911,158.901   375,630.507   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV7563011158(NAD 83)
 AI3646
 AI3646                          SUPERSEDED SURVEY CONTROL
 AI3646
 AI3646  NAD 83(2007)-  35 20 09.42284(N)    094 22 06.60854(W) AD(2002.00) 0
 AI3646  ELLIP H (02/10/07)  105.322  (m)                       GP(2002.00)    
 AI3646  ELLIP H (12/13/01)  105.302  (m)                       GP(       ) 1 1
 AI3646  NAD 83(1997)-  35 20 09.42311(N)    094 22 06.60905(W) AD(       ) B
 AI3646  ELLIP H (02/22/00)  105.305  (m)                       GP(       ) 1 1
 AI3646
 AI3646.Superseded values are not recommended for survey control.
 AI3646
 AI3646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI3646.See file dsdata.pdf to determine how the superseded data were derived.
 AI3646
 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 = MARCH 20, 2026 22:17:28 EDT
 AI3653 ***********************************************************************
 AI3653  SACS        -  This is a Secondary Airport Control Station.
 AI3653  DESIGNATION -  FSM D
 AI3653  PID         -  AI3653
 AI3653  STATE/COUNTY-  AR/SEBASTIAN
 AI3653  COUNTRY     -  US
 AI3653  USGS QUAD   -  SOUTH FORT SMITH (2017)
 AI3653
 AI3653                         *CURRENT SURVEY CONTROL
 AI3653  ______________________________________________________________________
 AI3653* NAD 83(2011) POSITION- 35 20 05.66492(N) 094 22 40.14013(W)   ADJUSTED
 AI3653* NAD 83(2011) ELLIP HT-   108.796 (meters)        (06/27/12)   ADJUSTED
 AI3653* NAD 83(2011) EPOCH   -  2010.00
 AI3653* NAVD 88 ORTHO HEIGHT -   139.02  (meters)      456.1   (feet) GPS OBS
 AI3653  ______________________________________________________________________
 AI3653  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AI3653  GEOID HEIGHT    -        -30.160 (meters)                     GEOID99
 AI3653  GEOID HEIGHT    -        -30.255 (meters)                     GEOID18
 AI3653  NAD 83(2011) X  -   -397,627.339 (meters)                     COMP
 AI3653  NAD 83(2011) Y  - -5,193,916.860 (meters)                     COMP
 AI3653  NAD 83(2011) Z  -  3,668,303.618 (meters)                     COMP
 AI3653  LAPLACE CORR    -          1.66  (seconds)                    DEFLEC18
 AI3653
 AI3653  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI3653  Standards:
 AI3653         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI3653            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI3653  -------------------------------------------------------------------
 AI3653  NETWORK    0.56   0.33           0.18   0.26   0.17     -0.16032288
 AI3653  -------------------------------------------------------------------
 AI3653  Click here for local accuracies and other accuracy information.
 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 June 2012.
 AI3653
 AI3653.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI3653.been affixed to the stable North American tectonic plate. See 
 AI3653.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI3653
 AI3653.The horizontal coordinates are valid at the epoch date displayed above
 AI3653.which is a decimal equivalence of Year/Month/Day.
 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 published vertical control network.
 AI3653
 AI3653.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI3653.GEOID18 height accuracy estimate available here.
 AI3653
 AI3653.Click photographs - Photos may exist for this station.
 AI3653
 AI3653.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI3653
 AI3653.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI3653
 AI3653.The ellipsoidal height was determined by GPS observations
 AI3653.and is referenced to NAD 83.
 AI3653
 AI3653. The following values were computed from the NAD 83(2011) position.
 AI3653
 AI3653;                    North         East     Units Scale Factor Converg.
 AI3653;SPC AR N     -   113,725.850   183,854.427   MT  0.99994535   -1 23 01.1
 AI3653;SPC AR N     -   373,115.56    603,195.73   sFT  0.99994535   -1 23 01.1
 AI3653;UTM  15      - 3,911,054.856   374,782.338   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV7478211054(NAD 83)
 AI3653
 AI3653                          SUPERSEDED SURVEY CONTROL
 AI3653
 AI3653  NAD 83(2007)-  35 20 05.66481(N)    094 22 40.14082(W) AD(2002.00) 0
 AI3653  ELLIP H (02/10/07)  108.816  (m)                       GP(2002.00)    
 AI3653  ELLIP H (01/14/02)  108.796  (m)                       GP(       ) 3 2
 AI3653  NAD 83(1997)-  35 20 05.66509(N)    094 22 40.14130(W) AD(       ) 1
 AI3653  ELLIP H (02/22/00)  108.799  (m)                       GP(       ) 3 2
 AI3653
 AI3653.Superseded values are not recommended for survey control.
 AI3653
 AI3653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI3653.See file dsdata.pdf to determine how the superseded data were derived.
 AI3653
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1879 ***********************************************************************
 FF1879  DESIGNATION -  FULLER
 FF1879  PID         -  FF1879
 FF1879  STATE/COUNTY-  AR/INDEPENDENCE
 FF1879  COUNTRY     -  US
 FF1879  USGS QUAD   -  HUFF (2017)
 FF1879
 FF1879                         *CURRENT SURVEY CONTROL
 FF1879  ______________________________________________________________________
 FF1879* NAD 83(1997) POSITION- 35 35 10.23211(N) 091 36 27.63277(W)   ADJUSTED
 FF1879* NAVD 88 ORTHO HEIGHT -   234.517 (meters)      769.41  (feet) ADJUSTED
 FF1879  ______________________________________________________________________
 FF1879  GEOID HEIGHT    -        -27.310 (meters)                     GEOID18
 FF1879  LAPLACE CORR    -          0.07  (seconds)                    DEFLEC18
 FF1879  DYNAMIC HEIGHT  -        234.309 (meters)      768.73  (feet) COMP
 FF1879  MODELED GRAVITY -    979,739.4   (mgal)                       NAVD 88
 FF1879
 FF1879  HORZ ORDER      -  FIRST
 FF1879  VERT ORDER      -  SECOND    CLASS I
 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 orthometric height was determined by differential leveling and
 FF1879.adjusted by the NATIONAL GEODETIC SURVEY
 FF1879.in October 2015.
 FF1879
 FF1879.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1879.GEOID18 height accuracy estimate available here.
 FF1879
 FF1879.Click photographs - Photos may exist for this station.
 FF1879
 FF1879.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1879
 FF1879.The dynamic height is computed by dividing the NAVD 88
 FF1879.geopotential number by the normal gravity value computed on the
 FF1879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF1879.degrees latitude (g = 980.6199 gals.).
 FF1879
 FF1879.The modeled gravity was interpolated from observed gravity values.
 FF1879
 FF1879. The following values were computed from the NAD 83(1997) position.
 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     -   0.99996748  x   0.99993594  =   0.99990342
 FF1879!UTM  15      -   0.99996748  x   0.99979608  =   0.99976357
 FF1879
 FF1879:                Primary Azimuth Mark                     Grid Az
 FF1879:SPC AR N     -  FULLER AZ MK                             036 00 52.4
 FF1879:UTM  15      -  FULLER AZ MK                             035 25 57.1
 FF1879
 FF1879_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV2614338942(NAD 83)
 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             234.45   (m)          769.2    (f) LEVELING    3  
 FF1879
 FF1879.Superseded values are not recommended for survey control.
 FF1879
 FF1879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1879.See file dsdata.pdf to determine how the superseded data were derived.
 FF1879
 FF1879_MARKER: DS = TRIANGULATION STATION DISK
 FF1879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1879_STAMPING: FULLER 1934
 FF1879_MARK LOGO: CGS
 FF1879_PROJECTION: FLUSH
 FF1879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1879+STABILITY: SURFACE MOTION
 FF1879_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1879+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2014
 FF1879
 FF1879  HISTORY     - Date     Condition        Report By
 FF1879  HISTORY     - 1934     MONUMENTED       CGS
 FF1879  HISTORY     - 1954     GOOD             CGS
 FF1879  HISTORY     - 1964     GOOD             USGS
 FF1879  HISTORY     - 20081029 GOOD             ARHD
 FF1879  HISTORY     - 20141002 GOOD             ARHD
 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.
 FF1879
 FF1879                          STATION RECOVERY (2008)
 FF1879
 FF1879'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2008 (VJB)
 FF1879'RECOVERED IN GOOD CONDITION.
 FF1879
 FF1879                          STATION RECOVERY (2014)
 FF1879
 FF1879'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (JDH)
 FF1879'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL1574 ***********************************************************************
 DL1574  DESIGNATION -  FULTON
 DL1574  PID         -  DL1574
 DL1574  STATE/COUNTY-  AR/HEMPSTEAD
 DL1574  COUNTRY     -  US
 DL1574  USGS QUAD   -  FULTON (2017)
 DL1574
 DL1574                         *CURRENT SURVEY CONTROL
 DL1574  ______________________________________________________________________
 DL1574* NAD 83(1997) POSITION- 33 36 50.60105(N) 093 48 52.96922(W)   ADJUSTED
 DL1574* NAVD 88 ORTHO HEIGHT -    81.    (meters)      266.    (feet) SCALED
 DL1574  ______________________________________________________________________
 DL1574  GEOID HEIGHT    -        -27.048 (meters)                     GEOID18
 DL1574  LAPLACE CORR    -          0.54  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1574.GEOID18 height accuracy estimate available here.
 DL1574
 DL1574.Click photographs - Photos may exist for this station.
 DL1574
 DL1574.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1574
 DL1574. The following values were computed from the NAD 83(1997) position.
 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  =   0.99966196
 DL1574
 DL1574:                Primary Azimuth Mark                     Grid Az
 DL1574:SPC AR S     -  TT 36 KW                                 224 23 01.4
 DL1574:UTM  15      -  TT 36 KW                                 223 49 08.8
 DL1574
 DL1574_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT2442319662(NAD 83)
 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(1993)-  33 36 50.60713(N)    093 48 52.96294(W) AD(       ) 2
 DL1574  NAD 83(1993)-  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
 DL1574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1574.See file dsdata.pdf to determine how the superseded data were derived.
 DL1574
 DL1574_MARKER: DS = TRIANGULATION STATION DISK
 DL1574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1574_STAMPING: FULTON 1951
 DL1574_MARK LOGO: CGS
 DL1574_PROJECTION: FLUSH
 DL1574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1574+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DL0957 ***********************************************************************
 DL0957  DESIGNATION -  FULTON 1 REF PT
 DL0957  PID         -  DL0957
 DL0957  STATE/COUNTY-  AR/HEMPSTEAD
 DL0957  COUNTRY     -  US
 DL0957  USGS QUAD   -  FULTON (2017)
 DL0957
 DL0957                         *CURRENT SURVEY CONTROL
 DL0957  ______________________________________________________________________
 DL0957* NAD 83(1986) POSITION- 33 36 51.54   (N) 093 48 52.99   (W)   HD_HELD1
 DL0957* NAVD 88 ORTHO HEIGHT -    79.431 (meters)      260.60  (feet) ADJUSTED
 DL0957  ______________________________________________________________________
 DL0957  GEOID HEIGHT    -        -27.048 (meters)                     GEOID18
 DL0957  DYNAMIC HEIGHT  -         79.347 (meters)      260.32  (feet) COMP
 DL0957  MODELED GRAVITY -    979,586.9   (mgal)                       NAVD 88
 DL0957
 DL0957  VERT ORDER      -  SECOND    CLASS 0
 DL0957
 DL0957.The horizontal coordinates were determined by differentially corrected
 DL0957.hand held GPS observations or other comparable positioning techniques
 DL0957.and have an estimated accuracy of +/- 3 meters.
 DL0957
 DL0957.The orthometric height was determined by differential leveling and
 DL0957.adjusted by the NATIONAL GEODETIC SURVEY
 DL0957.in June 1991.
 DL0957
 DL0957.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0957.GEOID18 height accuracy estimate available here.
 DL0957
 DL0957.Click photographs - Photos may exist for this station.
 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     -   506,598.8     231,611.7     MT  (+/- 3 meters HH1 GPS) 
 DL0957
 DL0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT2442319690(NAD 83)
 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
 DL0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0957.See file dsdata.pdf to determine how the superseded data were derived.
 DL0957
 DL0957_MARKER: P = PIPE CAP
 DL0957_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0957_STAMPING: US ENG. DEPT. VICKSBURG DIST. PRP FULTON
 DL0957_MARK LOGO: USACE
 DL0957_MAGNETIC: P = MARKER IS A STEEL PIPE
 DL0957_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0957
 DL0957  HISTORY     - Date     Condition        Report By
 DL0957  HISTORY     - UNK      MONUMENTED       USACE
 DL0957  HISTORY     - 1935     GOOD             CGS
 DL0957  HISTORY     - 1963     GOOD             CGS
 DL0957  HISTORY     - 20130318 MARK NOT FOUND   ARHD
 DL0957
 DL0957                          STATION DESCRIPTION
 DL0957
 DL0957'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 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 COAST AND GEODETIC SURVEY 1963
 DL0957'RECOVERED IN GOOD CONDITION.
 DL0957
 DL0957                          STATION RECOVERY (2013)
 DL0957
 DL0957'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (JDH)
 DL0957'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0910 ***********************************************************************
 DL0910  DESIGNATION -  FULTON 2
 DL0910  PID         -  DL0910
 DL0910  STATE/COUNTY-  AR/HEMPSTEAD
 DL0910  COUNTRY     -  US
 DL0910  USGS QUAD   -  FULTON (2017)
 DL0910
 DL0910                         *CURRENT SURVEY CONTROL
 DL0910  ______________________________________________________________________
 DL0910* NAD 83(1997) POSITION- 33 36 44.91278(N) 093 48 49.96216(W)   ADJUSTED
 DL0910* NAVD 88 ORTHO HEIGHT -    80.    (meters)      262.    (feet) SCALED
 DL0910  ______________________________________________________________________
 DL0910  GEOID HEIGHT    -        -27.047 (meters)                     GEOID18
 DL0910  LAPLACE CORR    -          0.54  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0910.GEOID18 height accuracy estimate available here.
 DL0910
 DL0910.Click photographs - Photos may exist for this station.
 DL0910
 DL0910.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL0910
 DL0910. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999169  x   0.99994541  =   0.99993710
 DL0910!UTM  15      -   0.99999169  x   0.99967027  =   0.99966196
 DL0910
 DL0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT2449919486(NAD 83)
 DL0910
 DL0910                          SUPERSEDED SURVEY CONTROL
 DL0910
 DL0910  NAD 83(1993)-  33 36 44.91887(N)    093 48 49.95587(W) AD(       ) 2
 DL0910  NAD 83(1993)-  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
 DL0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0910.See file dsdata.pdf to determine how the superseded data were derived.
 DL0910
 DL0910_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DL0910_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0910_STAMPING: US ENG DEPT VICKSBURG DIST PRP FULTON NO
 DL0910_MARK LOGO: USACE
 DL0910_MAGNETIC: P = MARKER IS A STEEL PIPE
 DL0910_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0910
 DL0910  HISTORY     - Date     Condition        Report By
 DL0910  HISTORY     - 1941     MONUMENTED       USACE
 DL0910  HISTORY     - 1963     GOOD             CGS
 DL0910  HISTORY     - 1963     GOOD             CGS
 DL0910
 DL0910                          STATION DESCRIPTION
 DL0910
 DL0910'DESCRIBED BY US ARMY CORPS OF 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DL0956 ***********************************************************************
 DL0956  DESIGNATION -  FULTON REF PT
 DL0956  PID         -  DL0956
 DL0956  STATE/COUNTY-  AR/HEMPSTEAD
 DL0956  COUNTRY     -  US
 DL0956  USGS QUAD   -  FULTON (2017)
 DL0956
 DL0956                         *CURRENT SURVEY CONTROL
 DL0956  ______________________________________________________________________
 DL0956* NAD 83(1986) POSITION- 33 36 49.     (N) 093 48 42.     (W)   SCALED
 DL0956* NAVD 88 ORTHO HEIGHT -    79.599 (meters)      261.15  (feet) ADJUSTED
 DL0956  ______________________________________________________________________
 DL0956  GEOID HEIGHT    -        -27.046 (meters)                     GEOID18
 DL0956  DYNAMIC HEIGHT  -         79.516 (meters)      260.88  (feet) COMP
 DL0956  MODELED GRAVITY -    979,586.8   (mgal)                       NAVD 88
 DL0956
 DL0956  VERT ORDER      -  SECOND    CLASS 0
 DL0956
 DL0956.The horizontal coordinates were scaled from a map and have
 DL0956.an estimated accuracy of +/- 6 seconds.
 DL0956
 DL0956.The orthometric height was determined by differential leveling and
 DL0956.adjusted by the NATIONAL GEODETIC SURVEY
 DL0956.in June 1991.
 DL0956
 DL0956.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0956.GEOID18 height accuracy estimate available here.
 DL0956
 DL0956.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT247196(NAD 83)
 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
 DL0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0956.See file dsdata.pdf to determine how the superseded data were derived.
 DL0956
 DL0956_MARKER: P = PIPE CAP
 DL0956_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0956_MARK LOGO: USACE
 DL0956_MAGNETIC: P = MARKER IS A STEEL PIPE
 DL0956_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0956
 DL0956  HISTORY     - Date     Condition        Report By
 DL0956  HISTORY     - UNK      MONUMENTED       USACE
 DL0956  HISTORY     - 1935     GOOD             CGS
 DL0956  HISTORY     - 1963     MARK NOT FOUND   CGS
 DL0956
 DL0956                          STATION DESCRIPTION
 DL0956
 DL0956'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 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 COAST AND GEODETIC SURVEY 1963
 DL0956'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ6624 ***********************************************************************
 DQ6624  DESIGNATION -  FUNDERBURK
 DQ6624  PID         -  DQ6624
 DQ6624  STATE/COUNTY-  AR/PIKE
 DQ6624  COUNTRY     -  US
 DQ6624  USGS QUAD   -  MURFREESBORO (2017)
 DQ6624
 DQ6624                         *CURRENT SURVEY CONTROL
 DQ6624  ______________________________________________________________________
 DQ6624* NAD 83(1986) POSITION- 34 03 28.30   (N) 093 42 00.53   (W)   HD_HELD1
 DQ6624* NAVD 88 ORTHO HEIGHT -   105.616 (meters)      346.51  (feet) ADJUSTED
 DQ6624  ______________________________________________________________________
 DQ6624  GEOID HEIGHT    -        -27.308 (meters)                     GEOID18
 DQ6624  DYNAMIC HEIGHT  -        105.509 (meters)      346.16  (feet) COMP
 DQ6624  MODELED GRAVITY -    979,627.3   (mgal)                       NAVD 88
 DQ6624
 DQ6624  VERT ORDER      -  SECOND    CLASS I
 DQ6624
 DQ6624.The horizontal coordinates were determined by differentially corrected
 DQ6624.hand held GPS observations or other comparable positioning techniques
 DQ6624.and have an estimated accuracy of +/- 3 meters.
 DQ6624
 DQ6624.The orthometric height was determined by differential leveling and
 DQ6624.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6624.in November 2017.
 DQ6624
 DQ6624.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6624.GEOID18 height accuracy estimate available here.
 DQ6624
 DQ6624.Click photographs - Photos may exist for this station.
 DQ6624
 DQ6624.The dynamic height is computed by dividing the NAVD 88
 DQ6624.geopotential number by the normal gravity value computed on the
 DQ6624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6624.degrees latitude (g = 980.6199 gals.).
 DQ6624
 DQ6624.The modeled gravity was interpolated from observed gravity values.
 DQ6624
 DQ6624;                    North         East    Units  Estimated Accuracy
 DQ6624;SPC AR S     -   555,603.6     243,058.8     MT  (+/- 3 meters HH1 GPS) 
 DQ6624
 DQ6624_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT3538668792(NAD 83)
 DQ6624
 DQ6624                          SUPERSEDED SURVEY CONTROL
 DQ6624
 DQ6624.No superseded survey control is available for this station.
 DQ6624
 DQ6624_MARKER: F = FLANGE-ENCASED ROD
 DQ6624_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DQ6624_STAMPING: FUNDERBURK 2017
 DQ6624_MARK LOGO: ARHD
 DQ6624_PROJECTION: FLUSH
 DQ6624_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DQ6624_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6624_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6624+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2017
 DQ6624_ROD/PIPE-DEPTH: 5.52 meters
 DQ6624_SLEEVE-DEPTH  : 0.9 meters
 DQ6624
 DQ6624  HISTORY     - Date     Condition        Report By
 DQ6624  HISTORY     - 20171016 MONUMENTED       ARHD
 DQ6624
 DQ6624                          STATION DESCRIPTION
 DQ6624
 DQ6624'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2017 (JDH)
 DQ6624'THE STATION IS LOCATED ABOUT 10.3 MI (16.6 KM) NORTH-NORTHWEST OF
 DQ6624'MCCASKILL, 7.3 MI (11.7 KM) EAST-SOUTHEAST OF NATHAN AND 0.7 MI (1.1
 DQ6624'KM) WEST-SOUTHWEST OF MURFREESBORO.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ6624'
 DQ6624'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 27 AND STATE HIGHWAY
 DQ6624'301, GO SOUTH ON HIGHWAY 27 FOR 0.6 MI (1.0 KM) TO THE STATION ON THE
 DQ6624'LEFT.
 DQ6624'
 DQ6624'IT IS 41 FT (12.5 M) NORTHWEST OF THE NORTH WEST CORNER OF THE HIGHWAY
 DQ6624'AND TRANSPORTATION MAINTENANCE SHOP, 38 FT (11.6 M) EAST OF A CHAIN
 DQ6624'LINK FENCE CORNER, 13 FT (4.0 M) SOUTHEAST OF A 5 FT (1.5 M) CHAIN
 DQ6624'LINK FENCE AND 13 FT (4.0 M) SOUTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1828 ***********************************************************************
 FG1828  DESIGNATION -  FURGERSON RESET
 FG1828  PID         -  FG1828
 FG1828  STATE/COUNTY-  AR/POPE
 FG1828  COUNTRY     -  US
 FG1828  USGS QUAD   -  RUSSELLVILLE WEST (2017)
 FG1828
 FG1828                         *CURRENT SURVEY CONTROL
 FG1828  ______________________________________________________________________
 FG1828* NAD 83(1997) POSITION- 35 21 24.46571(N) 093 07 47.48078(W)   ADJUSTED
 FG1828* NAVD 88 ORTHO HEIGHT -   224.    (meters)      735.    (feet) SCALED
 FG1828  ______________________________________________________________________
 FG1828  GEOID HEIGHT    -        -29.043 (meters)                     GEOID18
 FG1828  LAPLACE CORR    -          2.62  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1828.GEOID18 height accuracy estimate available here.
 FG1828
 FG1828.Click photographs - Photos may exist for this station.
 FG1828
 FG1828.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1828
 FG1828. The following values were computed from the NAD 83(1997) position.
 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     -   0.99996940  x   0.99994377  =   0.99991317
 FG1828!UTM  15      -   0.99996940  x   0.99960172  =   0.99957113
 FG1828
 FG1828:                Primary Azimuth Mark                     Grid Az
 FG1828:SPC AR N     -  BROWN                                    143 16 11.4
 FG1828:UTM  15      -  BROWN                                    142 41 15.0
 FG1828
 FG1828_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV8820212619(NAD 83)
 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 1423644.5 |
 FG1828| FG1827 RUSSELLVILLE FED COMPRESS E TK      APPROX. 9.2 KM 1734713.3 |
 FG1828| FG1826 RUSSELLVILLE FED COMPRESS W TK      APPROX. 9.2 KM 1735258.6 |
 FG1828| CI0957 FURGERSON AZ MK                                    1950432.4 |
 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
 FG1828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1828.See file dsdata.pdf to determine how the superseded data were derived.
 FG1828
 FG1828_MARKER: DS = TRIANGULATION STATION DISK
 FG1828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1828_STAMPING: FURGERSON 1940 1967
 FG1828_MARK LOGO: CGS
 FG1828_PROJECTION: FLUSH
 FG1828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1828+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1883 ***********************************************************************
 FF1883  DESIGNATION -  FURGESON
 FF1883  PID         -  FF1883
 FF1883  STATE/COUNTY-  AR/INDEPENDENCE
 FF1883  COUNTRY     -  US
 FF1883  USGS QUAD   -  FLORAL (2017)
 FF1883
 FF1883                         *CURRENT SURVEY CONTROL
 FF1883  ______________________________________________________________________
 FF1883* NAD 83(1997) POSITION- 35 34 03.93704(N) 091 47 08.18070(W)   ADJUSTED
 FF1883* NAVD 88 ORTHO HEIGHT -   229.    (meters)      751.    (feet) SCALED
 FF1883  ______________________________________________________________________
 FF1883  GEOID HEIGHT    -        -27.312 (meters)                     GEOID18
 FF1883  LAPLACE CORR    -          0.40  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1883.GEOID18 height accuracy estimate available here.
 FF1883
 FF1883.Click photographs - Photos may exist for this station.
 FF1883
 FF1883.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1883
 FF1883. The following values were computed from the NAD 83(1997) position.
 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  =   0.99990432
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV1004736686(NAD 83)
 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
 FF1883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1883.See file dsdata.pdf to determine how the superseded data were derived.
 FF1883
 FF1883_MARKER: DS = TRIANGULATION STATION DISK
 FF1883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1883_STAMPING: FURGESON 1934
 FF1883_MARK LOGO: CGS
 FF1883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1883+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0701 ***********************************************************************
 EJ0701  DESIGNATION -  FURY
 EJ0701  PID         -  EJ0701
 EJ0701  STATE/COUNTY-  AR/GRANT
 EJ0701  COUNTRY     -  US
 EJ0701  USGS QUAD   -  POYEN (2017)
 EJ0701
 EJ0701                         *CURRENT SURVEY CONTROL
 EJ0701  ______________________________________________________________________
 EJ0701* NAD 83(1986) POSITION- 34 19 26.     (N) 092 38 24.     (W)   SCALED
 EJ0701* NAVD 88 ORTHO HEIGHT -    71.113 (meters)      233.31  (feet) ADJUSTED
 EJ0701  ______________________________________________________________________
 EJ0701  GEOID HEIGHT    -        -26.286 (meters)                     GEOID18
 EJ0701  DYNAMIC HEIGHT  -         71.045 (meters)      233.09  (feet) COMP
 EJ0701  MODELED GRAVITY -    979,671.3   (mgal)                       NAVD 88
 EJ0701
 EJ0701  VERT ORDER      -  SECOND    CLASS 0
 EJ0701
 EJ0701.The horizontal coordinates were scaled from a map and have
 EJ0701.an estimated accuracy of +/- 6 seconds.
 EJ0701
 EJ0701.The orthometric height was determined by differential leveling and
 EJ0701.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0701.in June 1991.
 EJ0701
 EJ0701.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0701.GEOID18 height accuracy estimate available here.
 EJ0701
 EJ0701.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT331981(NAD 83)
 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
 EJ0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0701.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0701
 EJ0701_MARKER: DB = BENCH MARK DISK
 EJ0701_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0701_STAMPING: FURY 1935
 EJ0701_MARK LOGO: CGS
 EJ0701_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0701
 EJ0701  HISTORY     - Date     Condition        Report By
 EJ0701  HISTORY     - 1935     MONUMENTED       CGS
 EJ0701  HISTORY     - 1962     MARK NOT FOUND   USGS
 EJ0701
 EJ0701                          STATION DESCRIPTION
 EJ0701
 EJ0701'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DL6839 ***********************************************************************
 DL6839  SACS        -  This is a Secondary Airport Control Station.
 DL6839  DESIGNATION -  FYV 1
 DL6839  PID         -  DL6839
 DL6839  STATE/COUNTY-  AR/WASHINGTON
 DL6839  COUNTRY     -  US
 DL6839  USGS QUAD   -  FAYETTEVILLE (2017)
 DL6839
 DL6839                         *CURRENT SURVEY CONTROL
 DL6839  ______________________________________________________________________
 DL6839* NAD 83(2011) POSITION- 36 00 13.56817(N) 094 10 18.34353(W)   ADJUSTED
 DL6839* NAD 83(2011) ELLIP HT-   351.026 (meters)        (06/27/12)   ADJUSTED
 DL6839* NAD 83(2011) EPOCH   -  2010.00
 DL6839* NAVD 88 ORTHO HEIGHT -   379.12  (meters)     1243.8   (feet) GPS OBS
 DL6839  ______________________________________________________________________
 DL6839  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DL6839  GEOID HEIGHT    -        -27.998 (meters)                     GEOID03
 DL6839  GEOID HEIGHT    -        -28.082 (meters)                     GEOID18
 DL6839  NAD 83(2011) X  -   -375,811.970 (meters)                     COMP
 DL6839  NAD 83(2011) Y  - -5,152,349.261 (meters)                     COMP
 DL6839  NAD 83(2011) Z  -  3,728,736.343 (meters)                     COMP
 DL6839  LAPLACE CORR    -          0.84  (seconds)                    DEFLEC18
 DL6839
 DL6839  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL6839  Standards:
 DL6839         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL6839            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL6839  -------------------------------------------------------------------
 DL6839  NETWORK    0.68   2.00           0.30   0.25   1.02      0.08752571
 DL6839  -------------------------------------------------------------------
 DL6839  Click here for local accuracies and other accuracy information.
 DL6839
 DL6839.This mark is at Drake Field Airport (FYV)
 DL6839
 DL6839.The horizontal coordinates were established by GPS observations
 DL6839.and adjusted by the National Geodetic Survey in June 2012.
 DL6839
 DL6839.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL6839.been affixed to the stable North American tectonic plate. See 
 DL6839.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL6839
 DL6839.The horizontal coordinates are valid at the epoch date displayed above
 DL6839.which is a decimal equivalence of Year/Month/Day.
 DL6839
 DL6839.The orthometric height was determined by GPS observations and a
 DL6839.high-resolution geoid model.
 DL6839
 DL6839.GPS derived orthometric heights for airport stations designated as
 DL6839.PACS or SACS are published to 2 decimal places.  This maintains
 DL6839.centimeter relative accuracy between the PACS and SACS.  It does
 DL6839.not indicate centimeter accuracy relative to other marks which are
 DL6839.part of the published vertical control network.
 DL6839
 DL6839.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL6839.GEOID18 height accuracy estimate available here.
 DL6839
 DL6839.Click photographs - Photos may exist for this station.
 DL6839
 DL6839.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL6839
 DL6839.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL6839
 DL6839.The ellipsoidal height was determined by GPS observations
 DL6839.and is referenced to NAD 83.
 DL6839
 DL6839. The following values were computed from the NAD 83(2011) position.
 DL6839
 DL6839;                    North         East     Units Scale Factor Converg.
 DL6839;SPC AR N     -   187,482.986   204,218.423   MT  0.99996267   -1 15 49.5
 DL6839;SPC AR N     -   615,100.43    670,006.61   sFT  0.99996267   -1 15 49.5
 DL6839;UTM  15      - 3,985,001.326   394,394.599   MT  0.99973742   -0 41 19.9
 DL6839
 DL6839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL6839!SPC AR N     -   0.99994491  x   0.99996267  =   0.99990758
 DL6839!UTM  15      -   0.99994491  x   0.99973742  =   0.99968234
 DL6839
 DL6839:                Primary Azimuth Mark                     Grid Az
 DL6839:SPC AR N     -  FYV P                                    042 44 04.0
 DL6839:UTM  15      -  FYV P                                    042 09 34.4
 DL6839
 DL6839_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9439485001(NAD 83)
 DL6839
 DL6839|---------------------------------------------------------------------|
 DL6839| PID    Reference Object                     Distance      Geod. Az  |
 DL6839|                                                           dddmmss.s |
 DL6839| DL6838 FYV P                               APPROX. 0.5 KM 0412814.5 |
 DL6839|---------------------------------------------------------------------|
 DL6839
 DL6839                          SUPERSEDED SURVEY CONTROL
 DL6839
 DL6839  ELLIP H (04/12/10)  351.027  (m)                       GP(       ) 4 2
 DL6839  NAD 83(2007)-  36 00 13.56829(N)    094 10 18.34392(W) AD(2002.00) A
 DL6839
 DL6839.Superseded values are not recommended for survey control.
 DL6839
 DL6839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL6839.See file dsdata.pdf to determine how the superseded data were derived.
 DL6839
 DL6839_MARKER: DH = HORIZONTAL CONTROL DISK
 DL6839_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DL6839_SP_SET: BRASS DISK IN CONSRETE STRUCTURE
 DL6839_STAMPING: FYV SACS1
 DL6839_MARK LOGO: NONE
 DL6839_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL6839_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL6839_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6839+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2008
 DL6839
 DL6839  HISTORY     - Date     Condition        Report By
 DL6839  HISTORY     - 20080423 MONUMENTED       MCCENG
 DL6839
 DL6839                          STATION DESCRIPTION
 DL6839
 DL6839'DESCRIBED BY MCCLELLAND ENGINEERS 2008
 DL6839'THE STATION IS LOCATED, 7.8 KM  (4.7 MI) SOUTH OF FAYETTEVILLE AND 1.7
 DL6839'KM (1.0 MI) NORTH OF GREENLAND AT THE CITY OF FAYETTEVILLE MUNICIPAL
 DL6839'AIRPORT (DRAKE FIELD) NEAR THE NORTHEAST CORNER OF THE TERMINAL
 DL6839'BUILDING ON THE TERMINAL APRON AND WEST OF TAXIWAY 'B' IN THE TOP OF
 DL6839'AND NEAR THE NORTHWEST CORNER OF A 3.15 FT X 3.15 FT CONCRETE
 DL6839'ELECTRICITY VAULT.  FOR ACCESS AND SECURITY BADGES TO THE AIRPORT,
 DL6839'CONTACT- -AIRPORT MANAGER--4500 SOUTH SCHOOL STREET, STE. F,
 DL6839'FAYETTEVILLE, ARKANSAS 72701, PHONE--479-718-7642, FAX--479-718-7646,
 DL6839'OWNERSHIP--CITY OF FAYETTEVILLE.  TO REACH THE TERMINAL FROM THE
 DL6839'INTERSECTION OF STATE HIGHWAY 71B AND FULBRIGHT EXPRESSWAY GO SOUTH ON
 DL6839'STATE HIGHWAY 71B FOR 3.0 KM (1.8 MI) TO THE TERMINAL ON THE LEFT.  TO
 DL6839'REACH THE STATION FROM THE TERMINAL GO SOUTH ALONG THE WEST SIDE OF
 DL6839'THE TERMINAL BUILDING FOR 72.0 M (235 FT) TO TERMINAL APRON ACCESS
 DL6839'DRIVE ON THE LEFT.  TURN LEFT  (EAST) ON TERMINAL APRON ACCESS DRIVE
 DL6839'FOR 30.0 M (100 FT) TO TERMINAL APRON ACCESS GATE.  TURN LEFT (NORTH)
 DL6839'ON TERMINAL APRON FOR 0.13 KM (420.0 FT) TO STATION ON LEFT.  THE
 DL6839'STATION IS 7.2 M (23.7 FT) SOUTH SOUTHEAST OF A CHAIN LINK FENCE
 DL6839'CORNER AND 27.4 M (90.0 FT) NORTH OF A LIGHT POLE AND NORTH NORTHEAST
 DL6839'OF THE NORTHEAST CORNER OF PARKING CANOPY.  STATION IS DESIGNATED AS A
 DL6839'SECONDARY AIRPORT CONTROL STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL6840 ***********************************************************************
 DL6840  SACS        -  This is a Secondary Airport Control Station.
 DL6840  DESIGNATION -  FYV 2
 DL6840  PID         -  DL6840
 DL6840  STATE/COUNTY-  AR/WASHINGTON
 DL6840  COUNTRY     -  US
 DL6840  USGS QUAD   -  FAYETTEVILLE (2017)
 DL6840
 DL6840                         *CURRENT SURVEY CONTROL
 DL6840  ______________________________________________________________________
 DL6840* NAD 83(2011) POSITION- 36 00 25.79286(N) 094 10 19.58547(W)   ADJUSTED
 DL6840* NAD 83(2011) ELLIP HT-   352.673 (meters)        (06/27/12)   ADJUSTED
 DL6840* NAD 83(2011) EPOCH   -  2010.00
 DL6840* NAVD 88 ORTHO HEIGHT -   380.76  (meters)     1249.2   (feet) GPS OBS
 DL6840  ______________________________________________________________________
 DL6840  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DL6840  GEOID HEIGHT    -        -27.998 (meters)                     GEOID03
 DL6840  GEOID HEIGHT    -        -28.082 (meters)                     GEOID18
 DL6840  NAD 83(2011) X  -   -375,826.974 (meters)                     COMP
 DL6840  NAD 83(2011) Y  - -5,152,127.402 (meters)                     COMP
 DL6840  NAD 83(2011) Z  -  3,729,042.136 (meters)                     COMP
 DL6840  LAPLACE CORR    -          0.77  (seconds)                    DEFLEC18
 DL6840
 DL6840  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL6840  Standards:
 DL6840         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL6840            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL6840  -------------------------------------------------------------------
 DL6840  NETWORK    0.66   2.00           0.29   0.25   1.02      0.07110283
 DL6840  -------------------------------------------------------------------
 DL6840  Click here for local accuracies and other accuracy information.
 DL6840
 DL6840.This mark is at Drake Field Airport (FYV)
 DL6840
 DL6840.The horizontal coordinates were established by GPS observations
 DL6840.and adjusted by the National Geodetic Survey in June 2012.
 DL6840
 DL6840.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL6840.been affixed to the stable North American tectonic plate. See 
 DL6840.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL6840
 DL6840.The horizontal coordinates are valid at the epoch date displayed above
 DL6840.which is a decimal equivalence of Year/Month/Day.
 DL6840
 DL6840.The orthometric height was determined by GPS observations and a
 DL6840.high-resolution geoid model.
 DL6840
 DL6840.GPS derived orthometric heights for airport stations designated as
 DL6840.PACS or SACS are published to 2 decimal places.  This maintains
 DL6840.centimeter relative accuracy between the PACS and SACS.  It does
 DL6840.not indicate centimeter accuracy relative to other marks which are
 DL6840.part of the published vertical control network.
 DL6840
 DL6840.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL6840.GEOID18 height accuracy estimate available here.
 DL6840
 DL6840.Click photographs - Photos may exist for this station.
 DL6840
 DL6840.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL6840
 DL6840.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL6840
 DL6840.The ellipsoidal height was determined by GPS observations
 DL6840.and is referenced to NAD 83.
 DL6840
 DL6840. The following values were computed from the NAD 83(2011) position.
 DL6840
 DL6840;                    North         East     Units Scale Factor Converg.
 DL6840;SPC AR N     -   187,860.355   204,195.639   MT  0.99996311   -1 15 50.2
 DL6840;SPC AR N     -   616,338.51    669,931.86   sFT  0.99996311   -1 15 50.2
 DL6840;UTM  15      - 3,985,378.363   394,368.036   MT  0.99973749   -0 41 20.9
 DL6840
 DL6840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL6840!SPC AR N     -   0.99994465  x   0.99996311  =   0.99990776
 DL6840!UTM  15      -   0.99994465  x   0.99973749  =   0.99968216
 DL6840
 DL6840_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9436885378(NAD 83)
 DL6840
 DL6840|---------------------------------------------------------------------|
 DL6840| PID    Reference Object                     Distance      Geod. Az  |
 DL6840|                                                           dddmmss.s |
 DL6840| DL6838 FYV P                               395.593 METERS 08504     |
 DL6840|---------------------------------------------------------------------|
 DL6840
 DL6840                          SUPERSEDED SURVEY CONTROL
 DL6840
 DL6840  ELLIP H (04/12/10)  352.674  (m)                       GP(       ) 4 2
 DL6840  NAD 83(2007)-  36 00 25.79299(N)    094 10 19.58587(W) AD(2002.00) A
 DL6840
 DL6840.Superseded values are not recommended for survey control.
 DL6840
 DL6840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL6840.See file dsdata.pdf to determine how the superseded data were derived.
 DL6840
 DL6840_MARKER: DH = HORIZONTAL CONTROL DISK
 DL6840_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DL6840_SP_SET: BRASS DISK IN CONCRETE STRUCTURE
 DL6840_STAMPING: FYV SACS2
 DL6840_MARK LOGO: NONE
 DL6840_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL6840_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL6840_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6840+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2008
 DL6840
 DL6840  HISTORY     - Date     Condition        Report By
 DL6840  HISTORY     - 20080423 MONUMENTED       MCCENG
 DL6840
 DL6840                          STATION DESCRIPTION
 DL6840
 DL6840'DESCRIBED BY MCCLELLAND ENGINEERS 2008
 DL6840'THE STATION IS LOCATED, 7.8 KM  (4.7 MI) SOUTH OF FAYETTEVILLE AND 1.7
 DL6840'KM (1.0 MI) NORTH OF GREENLAND AT THE CITY OF FAYETTEVILLE MUNICIPAL
 DL6840'AIRPORT (DRAKE FIELD) NEAR THE CENTER OF THE AIRPORT INSIDE A GRASS
 DL6840'ISLAND ON THE WEST SIDE OF TAXIWAY 'B' 0.26 MI NORTH OF THE AIRPORT
 DL6840'TERMINAL BUILDING AND 62 M (200 FT) EAST OF THE AIR MUSEUM BUILDING IN
 DL6840'THE TOP OF AND NEAR THE SOUTHWEST CORNER OF A 5.0 FT X 6.0 FT CONCRETE
 DL6840'IRON GRATE AREA DRAINAGE BOX.  FOR ACCESS AND SECURITY BADGES TO THE
 DL6840'AIRPORT, CONTACT- -AIRPORT MANAGER--4500 SOUTH SCHOOL STREET, STE. F,
 DL6840'FAYETTEVILLE, ARKANSAS 72701, PHONE--479-718-7642, FAX--479-718-7646,
 DL6840'OWNERSHIP--CITY OF FAYETTEVILLE.  TO REACH THE TERMINAL FROM THE
 DL6840'INTERSECTION OF STATE HIGHWAY 71B AND FULBRIGHT EXPRESSWAY GO SOUTH ON
 DL6840'STATE HIGHWAY 71B FOR 3.0 KM (1.8 MI) TO THE TERMINAL ON THE LEFT.  TO
 DL6840'REACH THE STATION FROM THE TERMINAL GO SOUTH ALONG THE WEST SIDE OF
 DL6840'THE TERMINAL BUILDING FOR 72.0 M (235 FT) TO TERMINAL APRON ACCESS
 DL6840'DRIVE ON THE LEFT.  TURN LEFT  (EAST) ON TERMINAL APRON ACCESS DRIVE
 DL6840'FOR 0.13 KM (420 FT) TO TAXIIWAY 'B'.  TURN LEFT (NORTH) ON TAXIWAY
 DL6840''B' FOR 0.52 KM (0.31 MI) TO STATION ON LEFT.  THE STATION IS 11.4 M
 DL6840'(37.4 FT) WEST OF THE WEST EDGE OF TAXIWAY 'B' AND 58.7 M (192.7 FT)
 DL6840'SOUTHEAST OF THE NORTHEAST CORNER OF THE AIR MUSEUM AND 65.7 M (215.7
 DL6840'FT) NORTHEAST OF THE SOUTHEAST CORNER OF THE AIR MUSEUM.  STATION IS
 DL6840'DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GG0952 ***********************************************************************
 GG0952  DESIGNATION -  FYV C
 GG0952  PID         -  GG0952
 GG0952  STATE/COUNTY-  AR/WASHINGTON
 GG0952  COUNTRY     -  US
 GG0952  USGS QUAD   -  FAYETTEVILLE (2017)
 GG0952
 GG0952                         *CURRENT SURVEY CONTROL
 GG0952  ______________________________________________________________________
 GG0952* NAD 83(1997) POSITION- 36 00 44.05293(N) 094 10 15.90049(W)   ADJUSTED
 GG0952* NAD 83(1997) ELLIP HT-   352.066 (meters)        (09/14/99)   ADJUSTED
 GG0952* NAVD 88 ORTHO HEIGHT -   380.1   (meters)     1247.    (feet) GPS OBS
 GG0952  ______________________________________________________________________
 GG0952  NAVD 88 orthometric height was determined with geoid model    GEOID90
 GG0952  GEOID HEIGHT    -        -28.580 (meters)                     GEOID90
 GG0952  GEOID HEIGHT    -        -28.081 (meters)                     GEOID18
 GG0952  NAD 83(1997) X  -   -375,710.825 (meters)                     COMP
 GG0952  NAD 83(1997) Y  - -5,151,803.594 (meters)                     COMP
 GG0952  NAD 83(1997) Z  -  3,729,497.072 (meters)                     COMP
 GG0952  LAPLACE CORR    -          0.72  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0952.GEOID18 height accuracy estimate available here.
 GG0952
 GG0952.Click photographs - Photos may exist for this station.
 GG0952
 GG0952.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GG0952
 GG0952.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0952
 GG0952.The ellipsoidal height was determined by GPS observations
 GG0952.and is referenced to NAD 83.
 GG0952
 GG0952. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9446785939(NAD 83)
 GG0952
 GG0952                          SUPERSEDED SURVEY CONTROL
 GG0952
 GG0952  NAD 83(1993)-  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             379.93   (m)         1246.5    (f) LEVELING    3  
 GG0952
 GG0952.Superseded values are not recommended for survey control.
 GG0952
 GG0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0952.See file dsdata.pdf to determine how the superseded data were derived.
 GG0952
 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 - December 19, 2007
 GG0952
 GG0952  HISTORY     - Date     Condition        Report By
 GG0952  HISTORY     - 1979     MONUMENTED       NOS
 GG0952  HISTORY     - 19880511 GOOD             NGS
 GG0952  HISTORY     - 19921109 GOOD
 GG0952  HISTORY     - 20071219 GOOD             INDIV
 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.
 GG0952
 GG0952                          STATION RECOVERY (2007)
 GG0952
 GG0952'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (DLM)
 GG0952'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FH1257 ***********************************************************************
 FH1257  DESIGNATION -  FYV D
 FH1257  PID         -  FH1257
 FH1257  STATE/COUNTY-  AR/WASHINGTON
 FH1257  COUNTRY     -  US
 FH1257  USGS QUAD   -  WEST FORK (2017)
 FH1257
 FH1257                         *CURRENT SURVEY CONTROL
 FH1257  ______________________________________________________________________
 FH1257* NAD 83(1997) POSITION- 35 59 49.29662(N) 094 10 09.72991(W)   ADJUSTED
 FH1257* NAD 83(1997) ELLIP HT-   348.449 (meters)        (09/14/99)   ADJUSTED
 FH1257* NAVD 88 ORTHO HEIGHT -   376.5   (meters)     1235.    (feet) GPS OBS
 FH1257  ______________________________________________________________________
 FH1257  NAVD 88 orthometric height was determined with geoid model    GEOID90
 FH1257  GEOID HEIGHT    -        -28.610 (meters)                     GEOID90
 FH1257  GEOID HEIGHT    -        -28.081 (meters)                     GEOID18
 FH1257  NAD 83(1997) X  -   -375,628.628 (meters)                     COMP
 FH1257  NAD 83(1997) Y  - -5,152,801.456 (meters)                     COMP
 FH1257  NAD 83(1997) Z  -  3,728,129.575 (meters)                     COMP
 FH1257  LAPLACE CORR    -          1.07  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1257.GEOID18 height accuracy estimate available here.
 FH1257
 FH1257.Click photographs - Photos may exist for this station.
 FH1257
 FH1257.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FH1257
 FH1257.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1257
 FH1257.The ellipsoidal height was determined by GPS observations
 FH1257.and is referenced to NAD 83.
 FH1257
 FH1257. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9460184250(NAD 83)
 FH1257
 FH1257                          SUPERSEDED SURVEY CONTROL
 FH1257
 FH1257  NAD 83(1993)-  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)  UNKNOWN  model used  GPS OBS        
 FH1257
 FH1257.Superseded values are not recommended for survey control.
 FH1257
 FH1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1257.See file dsdata.pdf to determine how the superseded data were derived.
 FH1257
 FH1257_MARKER: DD = SURVEY DISK
 FH1257_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FH1257_SP_SET: PAD
 FH1257_STAMPING: FYV D 1992
 FH1257_MARK LOGO: NOS
 FH1257_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FH1257_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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  HISTORY     - 20071219 POOR             INDIV
 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.
 FH1257
 FH1257                          STATION RECOVERY (2007)
 FH1257
 FH1257'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (DLM)
 FH1257'FOUND REBAR ONLY, NO CAP FOUND, LOOKS AS IF HIT BY SNOW PLOW OR MOWER.
 FH1257'
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL6838 ***********************************************************************
 DL6838  PACS        -  This is a Primary Airport Control Station.
 DL6838  DESIGNATION -  FYV P
 DL6838  PID         -  DL6838
 DL6838  STATE/COUNTY-  AR/WASHINGTON
 DL6838  COUNTRY     -  US
 DL6838  USGS QUAD   -  FAYETTEVILLE (2017)
 DL6838
 DL6838                         *CURRENT SURVEY CONTROL
 DL6838  ______________________________________________________________________
 DL6838* NAD 83(2011) POSITION- 36 00 26.89460(N) 094 10 03.84731(W)   ADJUSTED
 DL6838* NAD 83(2011) ELLIP HT-   348.331 (meters)        (06/27/12)   ADJUSTED
 DL6838* NAD 83(2011) EPOCH   -  2010.00
 DL6838* NAVD 88 ORTHO HEIGHT -   376.42  (meters)     1235.0   (feet) GPS OBS
 DL6838  ______________________________________________________________________
 DL6838  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DL6838  GEOID HEIGHT    -        -27.996 (meters)                     GEOID03
 DL6838  GEOID HEIGHT    -        -28.080 (meters)                     GEOID18
 DL6838  NAD 83(2011) X  -   -375,432.155 (meters)                     COMP
 DL6838  NAD 83(2011) Y  - -5,152,132.648 (meters)                     COMP
 DL6838  NAD 83(2011) Z  -  3,729,067.055 (meters)                     COMP
 DL6838  LAPLACE CORR    -          0.88  (seconds)                    DEFLEC18
 DL6838
 DL6838  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL6838  Standards:
 DL6838         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL6838            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL6838  -------------------------------------------------------------------
 DL6838  NETWORK    0.62   1.88           0.27   0.23   0.96      0.08225497
 DL6838  -------------------------------------------------------------------
 DL6838  Click here for local accuracies and other accuracy information.
 DL6838
 DL6838.This mark is at Drake Field Airport (FYV)
 DL6838
 DL6838.The horizontal coordinates were established by GPS observations
 DL6838.and adjusted by the National Geodetic Survey in June 2012.
 DL6838
 DL6838.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL6838.been affixed to the stable North American tectonic plate. See 
 DL6838.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL6838
 DL6838.The horizontal coordinates are valid at the epoch date displayed above
 DL6838.which is a decimal equivalence of Year/Month/Day.
 DL6838
 DL6838.The orthometric height was determined by GPS observations and a
 DL6838.high-resolution geoid model.
 DL6838
 DL6838.GPS derived orthometric heights for airport stations designated as
 DL6838.PACS or SACS are published to 2 decimal places.  This maintains
 DL6838.centimeter relative accuracy between the PACS and SACS.  It does
 DL6838.not indicate centimeter accuracy relative to other marks which are
 DL6838.part of the published vertical control network.
 DL6838
 DL6838.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL6838.GEOID18 height accuracy estimate available here.
 DL6838
 DL6838.Click photographs - Photos may exist for this station.
 DL6838
 DL6838.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL6838
 DL6838.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL6838
 DL6838.The ellipsoidal height was determined by GPS observations
 DL6838.and is referenced to NAD 83.
 DL6838
 DL6838. The following values were computed from the NAD 83(2011) position.
 DL6838
 DL6838;                    North         East     Units Scale Factor Converg.
 DL6838;SPC AR N     -   187,885.618   204,590.410   MT  0.99996315   -1 15 41.1
 DL6838;SPC AR N     -   616,421.40    671,227.04   sFT  0.99996315   -1 15 41.1
 DL6838;UTM  15      - 3,985,407.579   394,762.445   MT  0.99973646   -0 41 11.6
 DL6838
 DL6838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL6838!SPC AR N     -   0.99994533  x   0.99996315  =   0.99990848
 DL6838!UTM  15      -   0.99994533  x   0.99973646  =   0.99968181
 DL6838
 DL6838:                Primary Azimuth Mark                     Grid Az
 DL6838:SPC AR N     -  FYV 1                                    222 44 04.1
 DL6838:UTM  15      -  FYV 1                                    222 09 34.6
 DL6838
 DL6838_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9476285407(NAD 83)
 DL6838
 DL6838|---------------------------------------------------------------------|
 DL6838| PID    Reference Object                     Distance      Geod. Az  |
 DL6838|                                                           dddmmss.s |
 DL6838| DL6839 FYV 1                               APPROX. 0.5 KM 2212823.0 |
 DL6838| DL6840 FYV 2                               395.593 METERS 26505     |
 DL6838|---------------------------------------------------------------------|
 DL6838
 DL6838                          SUPERSEDED SURVEY CONTROL
 DL6838
 DL6838  NAD 83(2007)-  36 00 26.89473(N)    094 10 03.84771(W) AD(2002.00) A
 DL6838  ELLIP H (04/08/10)  348.332  (m)                       GP(2002.00) 1 1
 DL6838
 DL6838.Superseded values are not recommended for survey control.
 DL6838
 DL6838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL6838.See file dsdata.pdf to determine how the superseded data were derived.
 DL6838
 DL6838_MARKER: DH = HORIZONTAL CONTROL DISK
 DL6838_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DL6838_SP_SET: BRASS DISK IN CONCRETE STRUCTURE
 DL6838_STAMPING: FYV PACS
 DL6838_MARK LOGO: NONE
 DL6838_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL6838_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL6838_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6838+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2008
 DL6838
 DL6838  HISTORY     - Date     Condition        Report By
 DL6838  HISTORY     - 20080423 MONUMENTED       MCCENG
 DL6838
 DL6838                          STATION DESCRIPTION
 DL6838
 DL6838'DESCRIBED BY MCCLELLAND ENGINEERS 2008
 DL6838'THE STATION IS LOCATED, 7.8 KM  (4.7 MI) SOUTH OF FAYETTEVILLE AND 1.7
 DL6838'KM (1.0 MI) NORTH OF GREENLAND AT THE CITY OF FAYETTEVILLE MUNICIPAL
 DL6838'AIRPORT (DRAKE FIELD) NEAR THE CENTER OF THE AIRPORT INSIDE A GRASS
 DL6838'ISLAND ON THE EAST SIDE OF THE RUNWAY 0.23 MI SOUTH OF THE CONTROL
 DL6838'TOWER AT THE U. S. FOREST SERVICE TANKER BASE IN THE TOP OF AND NEAR
 DL6838'THE NORTHWEST CORNER OF A 4.7 FT X 5.5 FT CONCRETE IRON GRATE AREA
 DL6838'DRAINAGE BOX.  FOR ACCESS AND SECURITY BADGES TO THE AIRPORT, CONTACT-
 DL6838'-AIRPORT MANAGER--4500 SOUTH SCHOOL STREET, STE. F, FAYETTEVILLE,
 DL6838'ARKANSAS 72701, PHONE--479-718-7642, FAX--479-718-7646,
 DL6838'OWNERSHIP--CITY OF FAYETTEVILLE.   TO REACH THE TERMINAL FROM THE
 DL6838'INTERSECTION OF STATE HIGHWAY 71B AND FULBRIGHT EXPRESSWAY GO SOUTH ON
 DL6838'STATE HIGHWAY 71B FOR 3.0 KM (1.8 MI) TO THE TERMINAL ON THE LEFT.  TO
 DL6838'REACH THE STATION FROM THE TERMINAL GO NORTH ON STATE HIGHWAY 71B FOR
 DL6838'1.7 KM (1.0 MI) TO WEST ERNEST LANCASTER DRIVE ON THE RIGHT.  TURN
 DL6838'RIGHT (EAST) FOR 0.8 KM (0.5 MI) TO AIRPORT ACCESS GATE ON RIGHT.
 DL6838'TURN RIGHT (SOUTH) ON ACCESS DRIVE FOR 0.3 KM (0.2 MI) TO TAXIWAY 'D'.
 DL6838'TURN RIGHT (SOUTHWEST) ON TAXIWAY 'D' FOR 0.2 KM (0.1 MI) TO TAXIWAY
 DL6838''G' ON LEFT.  TURN LEFT (SOUTH) ON TAXIWAY 'G' FOR 0.13 KM (0.08 MI)
 DL6838'TO STATION ON LEFT.  THE STATION IS 39.8 M (130.7 FT) EAST OF THE
 DL6838'CENTER OF TAXIWAY 'G' AND 25.4 M (83.5 FT) NORTH OF THE CENTERLINE OF
 DL6838'THE CENTER APRON DRIVE TO THE U. S. FOREST SERVICE TANKER BASE.
 DL6838'STATION IS DESIGNATED AS A PRIMARY AIRPORT CONTROL STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK0918 ***********************************************************************
 DK0918  DESIGNATION -  G
 DK0918  PID         -  DK0918
 DK0918  STATE/COUNTY-  AR/DESHA
 DK0918  COUNTRY     -  US
 DK0918  USGS QUAD   -  MCGEHEE NORTH (2017)
 DK0918
 DK0918                         *CURRENT SURVEY CONTROL
 DK0918  ______________________________________________________________________
 DK0918* NAD 83(1986) POSITION- 33 37 36.     (N) 091 23 37.     (W)   SCALED
 DK0918* NAVD 88 ORTHO HEIGHT -    45.65  (+/-2cm)      149.8   (feet) VERTCON3
 DK0918  ______________________________________________________________________
 DK0918  GEOID HEIGHT    -        -26.216 (meters)                     GEOID18
 DK0918  VERT ORDER      -  ? (See Below)
 DK0918
 DK0918.The horizontal coordinates were scaled from a 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
 DK0918.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK0918.GEOID18 height accuracy estimate available here.
 DK0918
 DK0918.The vertical order pertains to the NGVD 29 superseded value.
 DK0918
 DK0918.Click photographs - Photos may exist for this station.
 DK0918
 DK0918;                    North         East    Units  Estimated Accuracy
 DK0918;SPC AR S     -   506,640.      456,260.      MT  (+/- 180 meters Scaled)
 DK0918
 DK0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT489219(NAD 83)
 DK0918
 DK0918                          SUPERSEDED SURVEY CONTROL
 DK0918
 DK0918  NGVD 29 (11/26/84)   45.774  (m)          150.18   (f) ADJUSTED       
 DK0918
 DK0918.Superseded values are not recommended for survey control.
 DK0918
 DK0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0918.See file dsdata.pdf to determine how the superseded data were derived.
 DK0918
 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     - 1887     MONUMENTED       CGS
 DK0918  HISTORY     - 1932     MARK NOT FOUND   CGS
 DK0918
 DK0918                          STATION DESCRIPTION
 DK0918
 DK0918'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0557 ***********************************************************************
 GE0557  DESIGNATION -  G 1
 GE0557  PID         -  GE0557
 GE0557  STATE/COUNTY-  AR/FULTON
 GE0557  COUNTRY     -  US
 GE0557  USGS QUAD   -  MAMMOTH SPRING (2017)
 GE0557
 GE0557                         *CURRENT SURVEY CONTROL
 GE0557  ______________________________________________________________________
 GE0557* NAD 83(1986) POSITION- 36 28 37.17   (N) 091 31 25.08   (W)   HD_HELD1
 GE0557* NAVD 88 ORTHO HEIGHT -   146.121 (meters)      479.40  (feet) ADJUSTED
 GE0557  ______________________________________________________________________
 GE0557  GEOID HEIGHT    -        -28.530 (meters)                     GEOID18
 GE0557  DYNAMIC HEIGHT  -        146.002 (meters)      479.01  (feet) COMP
 GE0557  MODELED GRAVITY -    979,815.7   (mgal)                       NAVD 88
 GE0557
 GE0557  VERT ORDER      -  FIRST     CLASS II
 GE0557
 GE0557.The horizontal coordinates were determined by differentially corrected
 GE0557.hand held GPS observations or other comparable positioning techniques
 GE0557.and have an estimated accuracy of +/- 3 meters.
 GE0557
 GE0557.The orthometric height was determined by differential leveling and
 GE0557.adjusted by the NATIONAL GEODETIC SURVEY
 GE0557.in June 1991.
 GE0557
 GE0557.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0557.GEOID18 height accuracy estimate available here.
 GE0557
 GE0557.Click photographs - Photos may exist for this station.
 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     -   237,937.7     442,693.1     MT  (+/- 3 meters HH1 GPS) 
 GE0557
 GE0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA3225937869(NAD 83)
 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
 GE0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0557.See file dsdata.pdf to determine how the superseded data were derived.
 GE0557
 GE0557_MARKER: DB = BENCH MARK DISK
 GE0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0557_STAMPING: G 1 1928
 GE0557_MARK LOGO: CGS
 GE0557_PROJECTION: PROJECTING 8 CENTIMETERS
 GE0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0557+STABILITY: SURFACE MOTION
 GE0557_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE0557+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2015
 GE0557
 GE0557  HISTORY     - Date     Condition        Report By
 GE0557  HISTORY     - 1928     MONUMENTED       CGS
 GE0557  HISTORY     - 1944     MARK NOT FOUND   CGS
 GE0557  HISTORY     - 1985     GOOD             LOCSUR
 GE0557  HISTORY     - 19920319 MARK NOT FOUND   NGS
 GE0557  HISTORY     - 20100921 GOOD             INDIV
 GE0557  HISTORY     - 20151104 GOOD             USACEL
 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 COAST AND 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.
 GE0557
 GE0557                          STATION RECOVERY (2010)
 GE0557
 GE0557'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (DDB)
 GE0557'COLD SPRINGS ROAD IS ALSO KNOWN AS RIVERVIEW DRIVE.  FOUND MARK
 GE0557'EXTENDING APPROXIMATELY 3 TO 4 INCHES ABOVE GROUND.  ADDITIONAL
 GE0557'WITNESS INFORMATION AS FOLLOWS 58.0 FEET FROM CENTERLINE OF RIVERVIEW
 GE0557'DRIVE, 21.2 FEET FROM NORTHWEST CORNER OF ROAILROAD SIGNAL BUILDING,
 GE0557'40.2 FEET FROM WESTERN RAIL OF BURLINGTON NORTHERN-SANTA FE RAILROAD
 GE0557'TRACK.
 GE0557
 GE0557                          STATION RECOVERY (2015)
 GE0557
 GE0557'RECOVERY NOTE BY USACE LITTLE ROCK 2015 (SCC)
 GE0557'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1063 ***********************************************************************
 FG1063  DESIGNATION -  G 1
 FG1063  PID         -  FG1063
 FG1063  STATE/COUNTY-  AR/POPE
 FG1063  COUNTRY     -  US
 FG1063  USGS QUAD   -  RUSSELLVILLE WEST (2017)
 FG1063
 FG1063                         *CURRENT SURVEY CONTROL
 FG1063  ______________________________________________________________________
 FG1063* NAD 83(1986) POSITION- 35 19 06.     (N) 093 08 09.     (W)   SCALED
 FG1063* NAVD 88 ORTHO HEIGHT -   107.489 (meters)      352.65  (feet) POSTED
 FG1063  ______________________________________________________________________
 FG1063  GEOID HEIGHT    -        -29.123 (meters)                     GEOID18
 FG1063  DYNAMIC HEIGHT  -        107.39  (meters)      352.3   (feet) COMP
 FG1063  MODELED GRAVITY -    979,686.1   (mgal)                       NAVD 88
 FG1063
 FG1063  VERT ORDER      -  * POSTED, SEE BELOW
 FG1063
 FG1063.The horizontal coordinates were scaled from a 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
 FG1063.* This is a POSTED BENCH MARK height.
 FG1063
 FG1063.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1063.GEOID18 height accuracy estimate available here.
 FG1063
 FG1063.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV876083(NAD 83)
 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
 FG1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1063.See file dsdata.pdf to determine how the superseded data were derived.
 FG1063
 FG1063_MARKER: DB = BENCH MARK DISK
 FG1063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1063_STAMPING: G 1 1931
 FG1063_MARK LOGO: USGS
 FG1063_PROJECTION: RECESSED 8 CENTIMETERS
 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             CGS
 FG1063
 FG1063                          STATION DESCRIPTION
 FG1063
 FG1063'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0045 ***********************************************************************
 EJ0045  DESIGNATION -  G 10
 EJ0045  PID         -  EJ0045
 EJ0045  STATE/COUNTY-  AR/PULASKI
 EJ0045  COUNTRY     -  US
 EJ0045  USGS QUAD   -  MCALMONT (2017)
 EJ0045
 EJ0045                         *CURRENT SURVEY CONTROL
 EJ0045  ______________________________________________________________________
 EJ0045* NAD 83(1986) POSITION- 34 50 40.     (N) 092 08 09.     (W)   SCALED
 EJ0045* NAVD 88 ORTHO HEIGHT -    73.958 (meters)      242.64  (feet) ADJUSTED
 EJ0045  ______________________________________________________________________
 EJ0045  GEOID HEIGHT    -        -26.894 (meters)                     GEOID18
 EJ0045  DYNAMIC HEIGHT  -         73.889 (meters)      242.42  (feet) COMP
 EJ0045  MODELED GRAVITY -    979,707.7   (mgal)                       NAVD 88
 EJ0045
 EJ0045  VERT ORDER      -  FIRST     CLASS II
 EJ0045
 EJ0045.The horizontal coordinates were scaled from a map and have
 EJ0045.an estimated accuracy of +/- 6 seconds.
 EJ0045
 EJ0045.The orthometric height was determined by differential leveling and
 EJ0045.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0045.in June 1991.
 EJ0045
 EJ0045.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0045.GEOID18 height accuracy estimate available here.
 EJ0045
 EJ0045.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU790561(NAD 83)
 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
 EJ0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0045.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0045
 EJ0045_MARKER: DB = BENCH MARK DISK
 EJ0045_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EJ0045_SP_SET: CULVERT HEADWALL
 EJ0045_STAMPING: G 10 1932 242.726
 EJ0045_MARK LOGO: CGS
 EJ0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0045+STABILITY: SURFACE MOTION
 EJ0045
 EJ0045  HISTORY     - Date     Condition        Report By
 EJ0045  HISTORY     - 1932     MONUMENTED       CGS
 EJ0045  HISTORY     - 1955     GOOD             CGS
 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 COAST AND 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 DEPARTMENT OF TRANSPORTATION 2003 (MM)
 EJ0045'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0423 ***********************************************************************
 FG0423  DESIGNATION -  G 100
 FG0423  PID         -  FG0423
 FG0423  STATE/COUNTY-  AR/CONWAY
 FG0423  COUNTRY     -  US
 FG0423  USGS QUAD   -  PERRYVILLE (2017)
 FG0423
 FG0423                         *CURRENT SURVEY CONTROL
 FG0423  ______________________________________________________________________
 FG0423* NAD 83(1986) POSITION- 35 06 03.     (N) 092 46 03.     (W)   SCALED
 FG0423* NAVD 88 ORTHO HEIGHT -   103.432 (meters)      339.34  (feet) ADJUSTED
 FG0423  ______________________________________________________________________
 FG0423  GEOID HEIGHT    -        -28.540 (meters)                     GEOID18
 FG0423  DYNAMIC HEIGHT  -        103.334 (meters)      339.02  (feet) COMP
 FG0423  MODELED GRAVITY -    979,683.8   (mgal)                       NAVD 88
 FG0423
 FG0423  VERT ORDER      -  SECOND    CLASS 0
 FG0423
 FG0423.The horizontal coordinates were scaled from a map and have
 FG0423.an estimated accuracy of +/- 6 seconds.
 FG0423
 FG0423.The orthometric height was determined by differential leveling and
 FG0423.adjusted by the NATIONAL GEODETIC SURVEY
 FG0423.in June 1991.
 FG0423
 FG0423.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0423.GEOID18 height accuracy estimate available here.
 FG0423
 FG0423.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU211842(NAD 83)
 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
 FG0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0423.See file dsdata.pdf to determine how the superseded data were derived.
 FG0423
 FG0423_MARKER: DB = BENCH MARK DISK
 FG0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0423_STAMPING: G 100 1935
 FG0423_MARK LOGO: CGS
 FG0423_MAGNETIC: N = NO MAGNETIC MATERIAL
 FG0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0423+STABILITY: SURFACE MOTION
 FG0423_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FG0423+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2015
 FG0423
 FG0423  HISTORY     - Date     Condition        Report By
 FG0423  HISTORY     - 1935     MONUMENTED       CGS
 FG0423  HISTORY     - 20150805 GOOD             USACEL
 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.
 FG0423
 FG0423                          STATION RECOVERY (2015)
 FG0423
 FG0423'RECOVERY NOTE BY USACE LITTLE ROCK 2015 (SCC)
 FG0423'IN OPPELO, IN THE SOUTHEAST QUADRANT OF THE INTERSECTION OF ARKANSAS
 FG0423'HIGHWAY 9 AND ARKANSAS HIGHWAY 154.
 FG0423'
 FG0423'THE MARK IS JUST WEST OF THE CHAIN LINK FENCE AROUND THE GAS VALVE
 FG0423'NEAR THE NORTHEAST CORNER OF THE CHURCH PARKING LOT AND DRIVEWAY, 80
 FG0423'FT (24.4 M) NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE CHURCH, 6
 FG0423'FT (1.8 M) SOUTHWEST OF THE NORTHWEST CORNER OF THE CHAIN LINK FENCE
 FG0423'AND 4.2 FT (1.3 M) WEST OF THE FENCE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0488 ***********************************************************************
 FG0488  DESIGNATION -  G 101
 FG0488  PID         -  FG0488
 FG0488  STATE/COUNTY-  AR/PERRY
 FG0488  COUNTRY     -  US
 FG0488  USGS QUAD   -  ADONA (2017)
 FG0488
 FG0488                         *CURRENT SURVEY CONTROL
 FG0488  ______________________________________________________________________
 FG0488* NAD 83(1986) POSITION- 35 03 53.     (N) 092 59 19.     (W)   SCALED
 FG0488* NAVD 88 ORTHO HEIGHT -   126.125 (meters)      413.80  (feet) ADJUSTED
 FG0488  ______________________________________________________________________
 FG0488  GEOID HEIGHT    -        -28.834 (meters)                     GEOID18
 FG0488  DYNAMIC HEIGHT  -        126.004 (meters)      413.40  (feet) COMP
 FG0488  MODELED GRAVITY -    979,668.3   (mgal)                       NAVD 88
 FG0488
 FG0488  VERT ORDER      -  SECOND    CLASS 0
 FG0488
 FG0488.The horizontal coordinates were scaled from a map and have
 FG0488.an estimated accuracy of +/- 6 seconds.
 FG0488
 FG0488.The orthometric height was determined by differential leveling and
 FG0488.adjusted by the NATIONAL GEODETIC SURVEY
 FG0488.in June 1991.
 FG0488
 FG0488.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0488.GEOID18 height accuracy estimate available here.
 FG0488
 FG0488.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU010802(NAD 83)
 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
 FG0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0488.See file dsdata.pdf to determine how the superseded data were derived.
 FG0488
 FG0488_MARKER: DB = BENCH MARK DISK
 FG0488_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0488_STAMPING: G 101 1935
 FG0488_MARK LOGO: CGS
 FG0488_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0794 ***********************************************************************
 EJ0794  DESIGNATION -  G 102
 EJ0794  PID         -  EJ0794
 EJ0794  STATE/COUNTY-  AR/PERRY
 EJ0794  COUNTRY     -  US
 EJ0794  USGS QUAD   -  APLIN (2017)
 EJ0794
 EJ0794                         *CURRENT SURVEY CONTROL
 EJ0794  ______________________________________________________________________
 EJ0794* NAD 83(1986) POSITION- 34 53 01.     (N) 092 57 20.     (W)   SCALED
 EJ0794* NAVD 88 ORTHO HEIGHT -   359.314 (meters)     1178.85  (feet) ADJUSTED
 EJ0794  ______________________________________________________________________
 EJ0794  GEOID HEIGHT    -        -28.196 (meters)                     GEOID18
 EJ0794  DYNAMIC HEIGHT  -        358.952 (meters)     1177.66  (feet) COMP
 EJ0794  MODELED GRAVITY -    979,616.3   (mgal)                       NAVD 88
 EJ0794
 EJ0794  VERT ORDER      -  SECOND    CLASS 0
 EJ0794
 EJ0794.The horizontal coordinates were scaled from a map and have
 EJ0794.an estimated accuracy of +/- 6 seconds.
 EJ0794
 EJ0794.The orthometric height was determined by differential leveling and
 EJ0794.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0794.in June 1991.
 EJ0794
 EJ0794.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0794.GEOID18 height accuracy estimate available here.
 EJ0794
 EJ0794.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU040601(NAD 83)
 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
 EJ0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0794.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0794
 EJ0794_MARKER: DB = BENCH MARK DISK
 EJ0794_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0794_STAMPING: G 102 1935
 EJ0794_MARK LOGO: CGS
 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             CGS
 EJ0794  HISTORY     - 1968     GOOD             USACE
 EJ0794
 EJ0794                          STATION DESCRIPTION
 EJ0794
 EJ0794'DESCRIBED BY COAST AND 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 ARMY CORPS OF ENGINEERS 1968
 EJ0794'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0826 ***********************************************************************
 EJ0826  DESIGNATION -  G 103
 EJ0826  PID         -  EJ0826
 EJ0826  STATE/COUNTY-  AR/PERRY
 EJ0826  COUNTRY     -  US
 EJ0826  USGS QUAD   -  APLIN (2017)
 EJ0826
 EJ0826                         *CURRENT SURVEY CONTROL
 EJ0826  ______________________________________________________________________
 EJ0826* NAD 83(1986) POSITION- 34 59 45.     (N) 092 58 46.     (W)   SCALED
 EJ0826* NAVD 88 ORTHO HEIGHT -   193.254 (meters)      634.03  (feet) ADJUSTED
 EJ0826  ______________________________________________________________________
 EJ0826  GEOID HEIGHT    -        -28.667 (meters)                     GEOID18
 EJ0826  DYNAMIC HEIGHT  -        193.068 (meters)      633.42  (feet) COMP
 EJ0826  MODELED GRAVITY -    979,668.2   (mgal)                       NAVD 88
 EJ0826
 EJ0826  VERT ORDER      -  SECOND    CLASS 0
 EJ0826
 EJ0826.The horizontal coordinates were scaled from a map and have
 EJ0826.an estimated accuracy of +/- 6 seconds.
 EJ0826
 EJ0826.The orthometric height was determined by differential leveling and
 EJ0826.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0826.in June 1991.
 EJ0826
 EJ0826.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0826.GEOID18 height accuracy estimate available here.
 EJ0826
 EJ0826.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU018725(NAD 83)
 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
 EJ0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0826.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0826
 EJ0826_MARKER: DB = BENCH MARK DISK
 EJ0826_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0826_STAMPING: G 103 1935
 EJ0826_MARK LOGO: CGS
 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             USACE
 EJ0826
 EJ0826                          STATION DESCRIPTION
 EJ0826
 EJ0826'DESCRIBED BY US ARMY CORPS OF 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0811 ***********************************************************************
 EJ0811  DESIGNATION -  G 104
 EJ0811  PID         -  EJ0811
 EJ0811  STATE/COUNTY-  AR/SALINE
 EJ0811  COUNTRY     -  US
 EJ0811  USGS QUAD   -  GOOSEPOND MOUNTAIN (2017)
 EJ0811
 EJ0811                         *CURRENT SURVEY CONTROL
 EJ0811  ______________________________________________________________________
 EJ0811* NAD 83(1986) POSITION- 34 41 44.     (N) 092 57 44.     (W)   SCALED
 EJ0811* NAVD 88 ORTHO HEIGHT -   165.301 (meters)      542.33  (feet) ADJUSTED
 EJ0811  ______________________________________________________________________
 EJ0811  GEOID HEIGHT    -        -27.554 (meters)                     GEOID18
 EJ0811  DYNAMIC HEIGHT  -        165.139 (meters)      541.79  (feet) COMP
 EJ0811  MODELED GRAVITY -    979,656.2   (mgal)                       NAVD 88
 EJ0811
 EJ0811  VERT ORDER      -  SECOND    CLASS 0
 EJ0811
 EJ0811.The horizontal coordinates were scaled from a map and have
 EJ0811.an estimated accuracy of +/- 6 seconds.
 EJ0811
 EJ0811.The orthometric height was determined by differential leveling and
 EJ0811.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0811.in June 1991.
 EJ0811
 EJ0811.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0811.GEOID18 height accuracy estimate available here.
 EJ0811
 EJ0811.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU034392(NAD 83)
 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
 EJ0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0811.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0811
 EJ0811_MARKER: DB = BENCH MARK DISK
 EJ0811_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0811_STAMPING: G 104 1935
 EJ0811_MARK LOGO: CGS
 EJ0811_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0811
 EJ0811  HISTORY     - Date     Condition        Report By
 EJ0811  HISTORY     - 1935     MONUMENTED       CGS
 EJ0811  HISTORY     - 1965     MARK NOT FOUND   CGS
 EJ0811  HISTORY     - 1972     MARK NOT FOUND   USGS
 EJ0811
 EJ0811                          STATION DESCRIPTION
 EJ0811
 EJ0811'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0989 ***********************************************************************
 EJ0989  DESIGNATION -  G 105
 EJ0989  PID         -  EJ0989
 EJ0989  STATE/COUNTY-  AR/GARLAND
 EJ0989  COUNTRY     -  US
 EJ0989  USGS QUAD   -  NIMROD SW (2017)
 EJ0989
 EJ0989                         *CURRENT SURVEY CONTROL
 EJ0989  ______________________________________________________________________
 EJ0989* NAD 83(1986) POSITION- 34 46 09.     (N) 093 07 37.     (W)   SCALED
 EJ0989* NAVD 88 ORTHO HEIGHT -   433.575 (meters)     1422.49  (feet) ADJUSTED
 EJ0989  ______________________________________________________________________
 EJ0989  GEOID HEIGHT    -        -28.111 (meters)                     GEOID18
 EJ0989  DYNAMIC HEIGHT  -        433.143 (meters)     1421.07  (feet) COMP
 EJ0989  MODELED GRAVITY -    979,623.5   (mgal)                       NAVD 88
 EJ0989
 EJ0989  VERT ORDER      -  SECOND    CLASS 0
 EJ0989
 EJ0989.The horizontal coordinates were scaled from a map and have
 EJ0989.an estimated accuracy of +/- 6 seconds.
 EJ0989
 EJ0989.The orthometric height was determined by differential leveling and
 EJ0989.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0989.in June 1991.
 EJ0989
 EJ0989.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0989.GEOID18 height accuracy estimate available here.
 EJ0989
 EJ0989.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU883474(NAD 83)
 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
 EJ0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0989.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0989
 EJ0989_MARKER: DB = BENCH MARK DISK
 EJ0989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0989_STAMPING: G 105 1935
 EJ0989_MARK LOGO: CGS
 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             CGS
 EJ0989  HISTORY     - 19980425 GOOD             USPSQD
 EJ0989
 EJ0989                          STATION DESCRIPTION
 EJ0989
 EJ0989'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG0709 ***********************************************************************
 FG0709  DESIGNATION -  G 106
 FG0709  PID         -  FG0709
 FG0709  STATE/COUNTY-  AR/POPE
 FG0709  COUNTRY     -  US
 FG0709  USGS QUAD   -  JERUSALEM (2017)
 FG0709
 FG0709                         *CURRENT SURVEY CONTROL
 FG0709  ______________________________________________________________________
 FG0709* NAD 83(1986) POSITION- 35 29 41.58   (N) 092 52 23.00   (W)   HD_HELD1
 FG0709* NAVD 88 ORTHO HEIGHT -   572.876 (meters)     1879.51  (feet) ADJUSTED
 FG0709  ______________________________________________________________________
 FG0709  GEOID HEIGHT    -        -28.395 (meters)                     GEOID18
 FG0709  DYNAMIC HEIGHT  -        572.305 (meters)     1877.64  (feet) COMP
 FG0709  MODELED GRAVITY -    979,617.8   (mgal)                       NAVD 88
 FG0709
 FG0709  VERT ORDER      -  SECOND    CLASS 0
 FG0709
 FG0709.The horizontal coordinates were determined by differentially corrected
 FG0709.hand held GPS observations or other comparable positioning techniques
 FG0709.and have an estimated accuracy of +/- 3 meters.
 FG0709
 FG0709.The orthometric height was determined by differential leveling and
 FG0709.adjusted by the NATIONAL GEODETIC SURVEY
 FG0709.in June 1991.
 FG0709
 FG0709.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0709.GEOID18 height accuracy estimate available here.
 FG0709
 FG0709.Click photographs - Photos may exist for this station.
 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     -   129,215.1     320,789.2     MT  (+/- 3 meters HH1 GPS) 
 FG0709
 FG0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV1151327933(NAD 83)
 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
 FG0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0709.See file dsdata.pdf to determine how the superseded data were derived.
 FG0709
 FG0709_MARKER: DB = BENCH MARK DISK
 FG0709_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0709_STAMPING: G 106 1935
 FG0709_MARK LOGO: CGS
 FG0709_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0802 ***********************************************************************
 FG0802  DESIGNATION -  G 107
 FG0802  PID         -  FG0802
 FG0802  STATE/COUNTY-  AR/NEWTON
 FG0802  COUNTRY     -  US
 FG0802  USGS QUAD   -  MURRAY (2017)
 FG0802
 FG0802                         *CURRENT SURVEY CONTROL
 FG0802  ______________________________________________________________________
 FG0802* NAD 83(1986) POSITION- 35 53 20.     (N) 093 19 45.     (W)   SCALED
 FG0802* NAVD 88 ORTHO HEIGHT -   574.404 (meters)     1884.52  (feet) ADJUSTED
 FG0802  ______________________________________________________________________
 FG0802  GEOID HEIGHT    -        -28.000 (meters)                     GEOID18
 FG0802  DYNAMIC HEIGHT  -        573.852 (meters)     1882.71  (feet) COMP
 FG0802  MODELED GRAVITY -    979,654.5   (mgal)                       NAVD 88
 FG0802
 FG0802  VERT ORDER      -  SECOND    CLASS 0
 FG0802
 FG0802.The horizontal coordinates were scaled from a map and have
 FG0802.an estimated accuracy of +/- 6 seconds.
 FG0802
 FG0802.The orthometric height was determined by differential leveling and
 FG0802.adjusted by the NATIONAL GEODETIC SURVEY
 FG0802.in June 1991.
 FG0802
 FG0802.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0802.GEOID18 height accuracy estimate available here.
 FG0802
 FG0802.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV702716(NAD 83)
 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
 FG0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0802.See file dsdata.pdf to determine how the superseded data were derived.
 FG0802
 FG0802_MARKER: DB = BENCH MARK DISK
 FG0802_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0802_STAMPING: G 107 1935
 FG0802_MARK LOGO: CGS
 FG0802_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2146 ***********************************************************************
 EH2146  DESIGNATION -  G 108
 EH2146  PID         -  EH2146
 EH2146  STATE/COUNTY-  AR/LONOKE
 EH2146  COUNTRY     -  US
 EH2146  USGS QUAD   -  POCKET PRAIRIE (2017)
 EH2146
 EH2146                         *CURRENT SURVEY CONTROL
 EH2146  ______________________________________________________________________
 EH2146* NAD 83(1986) POSITION- 34 46 58.     (N) 091 45 01.     (W)   SCALED
 EH2146* NAVD 88 ORTHO HEIGHT -    69.103 (meters)      226.72  (feet) ADJUSTED
 EH2146  ______________________________________________________________________
 EH2146  GEOID HEIGHT    -        -26.877 (meters)                     GEOID18
 EH2146  DYNAMIC HEIGHT  -         69.038 (meters)      226.50  (feet) COMP
 EH2146  MODELED GRAVITY -    979,698.2   (mgal)                       NAVD 88
 EH2146
 EH2146  VERT ORDER      -  FIRST     CLASS II
 EH2146
 EH2146.The horizontal coordinates were scaled from a map and have
 EH2146.an estimated accuracy of +/- 6 seconds.
 EH2146
 EH2146.The orthometric height was determined by differential leveling and
 EH2146.adjusted by the NATIONAL GEODETIC SURVEY
 EH2146.in June 1991.
 EH2146
 EH2146.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2146.GEOID18 height accuracy estimate available here.
 EH2146
 EH2146.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU143496(NAD 83)
 EH2146
 EH2146                          SUPERSEDED SURVEY CONTROL
 EH2146
 EH2146  NGVD 29 (11/26/84)   69.114  (m)          226.75   (f) ADJUSTED    1 2
 EH2146
 EH2146.Superseded values are not recommended for survey control.
 EH2146
 EH2146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2146.See file dsdata.pdf to determine how the superseded data were derived.
 EH2146
 EH2146_MARKER: DB = BENCH MARK DISK
 EH2146_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH2146_STAMPING: G 108 1954
 EH2146_MARK LOGO: CGS
 EH2146_MAGNETIC: P = MARKER IS A STEEL PIPE
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2133 ***********************************************************************
 EH2133  DESIGNATION -  G 109
 EH2133  PID         -  EH2133
 EH2133  STATE/COUNTY-  AR/LONOKE
 EH2133  COUNTRY     -  US
 EH2133  USGS QUAD   -  POCKET PRAIRIE (2017)
 EH2133
 EH2133                         *CURRENT SURVEY CONTROL
 EH2133  ______________________________________________________________________
 EH2133* NAD 83(1986) POSITION- 34 45 44.     (N) 091 49 08.     (W)   SCALED
 EH2133* NAVD 88 ORTHO HEIGHT -    71.437 (meters)      234.37  (feet) ADJUSTED
 EH2133  ______________________________________________________________________
 EH2133  GEOID HEIGHT    -        -26.801 (meters)                     GEOID18
 EH2133  DYNAMIC HEIGHT  -         71.371 (meters)      234.16  (feet) COMP
 EH2133  MODELED GRAVITY -    979,699.7   (mgal)                       NAVD 88
 EH2133
 EH2133  VERT ORDER      -  FIRST     CLASS II
 EH2133
 EH2133.The horizontal coordinates were scaled from a map and have
 EH2133.an estimated accuracy of +/- 6 seconds.
 EH2133
 EH2133.The orthometric height was determined by differential leveling and
 EH2133.adjusted by the NATIONAL GEODETIC SURVEY
 EH2133.in June 1991.
 EH2133
 EH2133.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2133.GEOID18 height accuracy estimate available here.
 EH2133
 EH2133.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU080473(NAD 83)
 EH2133
 EH2133                          SUPERSEDED SURVEY CONTROL
 EH2133
 EH2133  NGVD 29 (11/26/84)   71.451  (m)          234.42   (f) ADJUSTED    1 2
 EH2133
 EH2133.Superseded values are not recommended for survey control.
 EH2133
 EH2133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2133.See file dsdata.pdf to determine how the superseded data were derived.
 EH2133
 EH2133_MARKER: DB = BENCH MARK DISK
 EH2133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2133_STAMPING: G 109 1954
 EH2133_MARK LOGO: CGS
 EH2133_PROJECTION: PROJECTING 18 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0616 ***********************************************************************
 EJ0616  DESIGNATION -  G 11
 EJ0616  PID         -  EJ0616
 EJ0616  STATE/COUNTY-  AR/JEFFERSON
 EJ0616  COUNTRY     -  US
 EJ0616  USGS QUAD   -  PINE BLUFF (2017)
 EJ0616
 EJ0616                         *CURRENT SURVEY CONTROL
 EJ0616  ______________________________________________________________________
 EJ0616* NAD 83(1986) POSITION- 34 07 43.     (N) 092 05 22.     (W)   SCALED
 EJ0616* NAVD 88 ORTHO HEIGHT -    85.728 (meters)      281.26  (feet) ADJUSTED
 EJ0616  ______________________________________________________________________
 EJ0616  GEOID HEIGHT    -        -25.865 (meters)                     GEOID18
 EJ0616  DYNAMIC HEIGHT  -         85.644 (meters)      280.98  (feet) COMP
 EJ0616  MODELED GRAVITY -    979,660.6   (mgal)                       NAVD 88
 EJ0616
 EJ0616  VERT ORDER      -  SECOND    CLASS I
 EJ0616
 EJ0616.The horizontal coordinates were scaled from a map and have
 EJ0616.an estimated accuracy of +/- 6 seconds.
 EJ0616
 EJ0616.The orthometric height was determined by differential leveling and
 EJ0616.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0616.in September 2023.
 EJ0616
 EJ0616.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0616.GEOID18 height accuracy estimate available here.
 EJ0616
 EJ0616.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT839767(NAD 83)
 EJ0616
 EJ0616                          SUPERSEDED SURVEY CONTROL
 EJ0616
 EJ0616  NAVD 88 (06/15/91)   85.727  (m)          281.26   (f) SUPERSEDED  2 0
 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
 EJ0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0616.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0616
 EJ0616_MARKER: DB = BENCH MARK DISK
 EJ0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0616_STAMPING: 281.509 G 11 1932
 EJ0616_MARK LOGO: CGS
 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             CGS
 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 COAST AND GEODETIC SURVEY 1934
 EJ0616'RECOVERED IN GOOD CONDITION.
 EJ0616
 EJ0616                          STATION RECOVERY (2006)
 EJ0616
 EJ0616'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2006 (VJB)
 EJ0616'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1968 ***********************************************************************
 EH1968  DESIGNATION -  G 110
 EH1968  PID         -  EH1968
 EH1968  STATE/COUNTY-  AR/LONOKE
 EH1968  COUNTRY     -  US
 EH1968  USGS QUAD   -  CARLISLE (2017)
 EH1968
 EH1968                         *CURRENT SURVEY CONTROL
 EH1968  ______________________________________________________________________
 EH1968* NAD 83(1986) POSITION- 34 52 09.     (N) 091 43 32.     (W)   SCALED
 EH1968* NAVD 88 ORTHO HEIGHT -    69.014 (meters)      226.42  (feet) ADJUSTED
 EH1968  ______________________________________________________________________
 EH1968  GEOID HEIGHT    -        -27.031 (meters)                     GEOID18
 EH1968  DYNAMIC HEIGHT  -         68.950 (meters)      226.21  (feet) COMP
 EH1968  MODELED GRAVITY -    979,702.7   (mgal)                       NAVD 88
 EH1968
 EH1968  VERT ORDER      -  FIRST     CLASS II
 EH1968
 EH1968.The horizontal coordinates were scaled from a map and have
 EH1968.an estimated accuracy of +/- 6 seconds.
 EH1968
 EH1968.The orthometric height was determined by differential leveling and
 EH1968.adjusted by the NATIONAL GEODETIC SURVEY
 EH1968.in June 1991.
 EH1968
 EH1968.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1968.GEOID18 height accuracy estimate available here.
 EH1968
 EH1968.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU164592(NAD 83)
 EH1968
 EH1968                          SUPERSEDED SURVEY CONTROL
 EH1968
 EH1968  NGVD 29 (11/26/84)   69.022  (m)          226.45   (f) ADJUSTED    1 2
 EH1968
 EH1968.Superseded values are not recommended for survey control.
 EH1968
 EH1968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1968.See file dsdata.pdf to determine how the superseded data were derived.
 EH1968
 EH1968_MARKER: DB = BENCH MARK DISK
 EH1968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1968_STAMPING: G 110 1954
 EH1968_MARK LOGO: CGS
 EH1968_PROJECTION: PROJECTING 21 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1874 ***********************************************************************
 EH1874  DESIGNATION -  G 111
 EH1874  PID         -  EH1874
 EH1874  STATE/COUNTY-  AR/LONOKE
 EH1874  COUNTRY     -  US
 EH1874  USGS QUAD   -  OAK GROVE (2017)
 EH1874
 EH1874                         *CURRENT SURVEY CONTROL
 EH1874  ______________________________________________________________________
 EH1874* NAD 83(1986) POSITION- 34 59 14.     (N) 091 58 33.     (W)   SCALED
 EH1874* NAVD 88 ORTHO HEIGHT -   100.861 (meters)      330.91  (feet) ADJUSTED
 EH1874  ______________________________________________________________________
 EH1874  GEOID HEIGHT    -        -27.220 (meters)                     GEOID18
 EH1874  DYNAMIC HEIGHT  -        100.768 (meters)      330.60  (feet) COMP
 EH1874  MODELED GRAVITY -    979,709.4   (mgal)                       NAVD 88
 EH1874
 EH1874  VERT ORDER      -  FIRST     CLASS II
 EH1874
 EH1874.The horizontal coordinates were scaled from a map and have
 EH1874.an estimated accuracy of +/- 6 seconds.
 EH1874
 EH1874.The orthometric height was determined by differential leveling and
 EH1874.adjusted by the NATIONAL GEODETIC SURVEY
 EH1874.in June 1991.
 EH1874
 EH1874.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1874.GEOID18 height accuracy estimate available here.
 EH1874
 EH1874.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU934721(NAD 83)
 EH1874
 EH1874                          SUPERSEDED SURVEY CONTROL
 EH1874
 EH1874  NGVD 29 (11/26/84)  100.857  (m)          330.90   (f) ADJUSTED    1 2
 EH1874
 EH1874.Superseded values are not recommended for survey control.
 EH1874
 EH1874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1874.See file dsdata.pdf to determine how the superseded data were derived.
 EH1874
 EH1874_MARKER: DB = BENCH MARK DISK
 EH1874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1874_STAMPING: G 111 1955
 EH1874_MARK LOGO: CGS
 EH1874_PROJECTION: PROJECTING 18 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1607 ***********************************************************************
 EH1607  DESIGNATION -  G 112
 EH1607  PID         -  EH1607
 EH1607  STATE/COUNTY-  AR/JEFFERSON
 EH1607  COUNTRY     -  US
 EH1607  USGS QUAD   -  CADES (2017)
 EH1607
 EH1607                         *CURRENT SURVEY CONTROL
 EH1607  ______________________________________________________________________
 EH1607* NAD 83(1986) POSITION- 34 06 37.     (N) 091 34 33.     (W)   SCALED
 EH1607* NAVD 88 ORTHO HEIGHT -    54.758 (meters)      179.65  (feet) ADJUSTED
 EH1607  ______________________________________________________________________
 EH1607  GEOID HEIGHT    -        -26.050 (meters)                     GEOID18
 EH1607  DYNAMIC HEIGHT  -         54.704 (meters)      179.47  (feet) COMP
 EH1607  MODELED GRAVITY -    979,655.9   (mgal)                       NAVD 88
 EH1607
 EH1607  VERT ORDER      -  FIRST     CLASS II
 EH1607
 EH1607.The horizontal coordinates were scaled from a map and have
 EH1607.an estimated accuracy of +/- 6 seconds.
 EH1607
 EH1607.The orthometric height was determined by differential leveling and
 EH1607.adjusted by the NATIONAL GEODETIC SURVEY
 EH1607.in August 1993.
 EH1607
 EH1607.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1607.GEOID18 height accuracy estimate available here.
 EH1607
 EH1607.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT313752(NAD 83)
 EH1607
 EH1607                          SUPERSEDED SURVEY CONTROL
 EH1607
 EH1607  NAVD 88 (06/15/91)   54.797  (m)          179.78   (f) SUPERSEDED  1 2
 EH1607  NGVD 29 (11/26/84)   54.846  (m)          179.94   (f) ADJUSTED    1 2
 EH1607
 EH1607.Superseded values are not recommended for survey control.
 EH1607
 EH1607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1607.See file dsdata.pdf to determine how the superseded data were derived.
 EH1607
 EH1607_MARKER: DB = BENCH MARK DISK
 EH1607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1607_STAMPING: G 112 1954
 EH1607_MARK LOGO: CGS
 EH1607_PROJECTION: PROJECTING 15 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1668 ***********************************************************************
 EH1668  DESIGNATION -  G 113
 EH1668  PID         -  EH1668
 EH1668  STATE/COUNTY-  AR/ARKANSAS
 EH1668  COUNTRY     -  US
 EH1668  USGS QUAD   -  STUTTGART SOUTH (2017)
 EH1668
 EH1668                         *CURRENT SURVEY CONTROL
 EH1668  ______________________________________________________________________
 EH1668* NAD 83(1986) POSITION- 34 28 40.     (N) 091 32 26.     (W)   SCALED
 EH1668* NAVD 88 ORTHO HEIGHT -    65.964 (meters)      216.42  (feet) ADJUSTED
 EH1668  ______________________________________________________________________
 EH1668  GEOID HEIGHT    -        -26.544 (meters)                     GEOID18
 EH1668  DYNAMIC HEIGHT  -         65.901 (meters)      216.21  (feet) COMP
 EH1668  MODELED GRAVITY -    979,679.3   (mgal)                       NAVD 88
 EH1668
 EH1668  VERT ORDER      -  FIRST     CLASS II
 EH1668
 EH1668.The horizontal coordinates were scaled from a map and have
 EH1668.an estimated accuracy of +/- 6 seconds.
 EH1668
 EH1668.The orthometric height was determined by differential leveling and
 EH1668.adjusted by the NATIONAL GEODETIC SURVEY
 EH1668.in August 1993.
 EH1668
 EH1668.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1668.GEOID18 height accuracy estimate available here.
 EH1668
 EH1668.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU340160(NAD 83)
 EH1668
 EH1668                          SUPERSEDED SURVEY CONTROL
 EH1668
 EH1668  NAVD 88 (06/15/91)   66.001  (m)          216.54   (f) SUPERSEDED  1 2
 EH1668  NGVD 29 (11/26/84)   66.004  (m)          216.55   (f) ADJUSTED    1 2
 EH1668
 EH1668.Superseded values are not recommended for survey control.
 EH1668
 EH1668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1668.See file dsdata.pdf to determine how the superseded data were derived.
 EH1668
 EH1668_MARKER: DB = BENCH MARK DISK
 EH1668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1668_STAMPING: G 113 1954
 EH1668_MARK LOGO: CGS
 EH1668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1668+STABILITY: SURFACE MOTION
 EH1668_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH1668+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2020
 EH1668
 EH1668  HISTORY     - Date     Condition        Report By
 EH1668  HISTORY     - 1954     MONUMENTED       CGS
 EH1668  HISTORY     - 20020405 POOR             USACE
 EH1668  HISTORY     - 20080922 GOOD             NGS
 EH1668  HISTORY     - 20140719 MARK NOT FOUND   GEOCAC
 EH1668  HISTORY     - 20200819 GOOD             NGS
 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.
 EH1668
 EH1668                          STATION RECOVERY (2008)
 EH1668
 EH1668'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2008 (JBW)
 EH1668'THIS MARK HAS BEEN MOVED AND IS VERY UNSTABLE. A LEVEL TIE WAS MADE
 EH1668'AND AN ELEVATION DIFFERENCE OF .22 METERS WAS DISCOVERED.
 EH1668
 EH1668                          STATION RECOVERY (2014)
 EH1668
 EH1668'RECOVERY NOTE BY GEOCACHING 2014 (RCF)
 EH1668'THE FENCE AND PUMP HOUSE HAVE BEEN REMOVED.  THERE IS A HOLE AT THE
 EH1668'APPROXIMATE LOCATION DESCRIBED, AND THE MARK WAS NOT FOUND.
 EH1668
 EH1668                          STATION RECOVERY (2020)
 EH1668
 EH1668'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2020 (BW)
 EH1668'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH2372 ***********************************************************************
 EH2372  DESIGNATION -  G 114
 EH2372  PID         -  EH2372
 EH2372  STATE/COUNTY-  AR/PRAIRIE
 EH2372  COUNTRY     -  US
 EH2372  USGS QUAD   -  SLOVAK (2017)
 EH2372
 EH2372                         *CURRENT SURVEY CONTROL
 EH2372  ______________________________________________________________________
 EH2372* NAD 83(1986) POSITION- 34 41 05.     (N) 091 35 44.     (W)   SCALED
 EH2372* NAVD 88 ORTHO HEIGHT -    65.008 (meters)      213.28  (feet) ADJUSTED
 EH2372  ______________________________________________________________________
 EH2372  GEOID HEIGHT    -        -26.805 (meters)                     GEOID18
 EH2372  DYNAMIC HEIGHT  -         64.946 (meters)      213.08  (feet) COMP
 EH2372  MODELED GRAVITY -    979,688.2   (mgal)                       NAVD 88
 EH2372
 EH2372  VERT ORDER      -  FIRST     CLASS II
 EH2372
 EH2372.The horizontal coordinates were scaled from a map and have
 EH2372.an estimated accuracy of +/- 6 seconds.
 EH2372
 EH2372.The orthometric height was determined by differential leveling and
 EH2372.adjusted by the NATIONAL GEODETIC SURVEY
 EH2372.in June 1991.
 EH2372
 EH2372.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2372.GEOID18 height accuracy estimate available here.
 EH2372
 EH2372.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU286389(NAD 83)
 EH2372
 EH2372                          SUPERSEDED SURVEY CONTROL
 EH2372
 EH2372  NGVD 29 (11/26/84)   65.028  (m)          213.35   (f) ADJUSTED    1 2
 EH2372
 EH2372.Superseded values are not recommended for survey control.
 EH2372
 EH2372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2372.See file dsdata.pdf to determine how the superseded data were derived.
 EH2372
 EH2372_MARKER: DB = BENCH MARK DISK
 EH2372_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EH2372_SP_SET: CULVERT HEADWALL
 EH2372_STAMPING: G 114 1954
 EH2372_MARK LOGO: CGS
 EH2372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2372+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1410 ***********************************************************************
 EH1410  DESIGNATION -  G 115
 EH1410  PID         -  EH1410
 EH1410  STATE/COUNTY-  AR/ARKANSAS
 EH1410  COUNTRY     -  US
 EH1410  USGS QUAD   -  ALMYRA (2017)
 EH1410
 EH1410                         *CURRENT SURVEY CONTROL
 EH1410  ______________________________________________________________________
 EH1410* NAD 83(1986) POSITION- 34 24 57.     (N) 091 27 54.     (W)   SCALED
 EH1410* NAVD 88 ORTHO HEIGHT -    64.006 (meters)      209.99  (feet) ADJUSTED
 EH1410  ______________________________________________________________________
 EH1410  GEOID HEIGHT    -        -26.499 (meters)                     GEOID18
 EH1410  DYNAMIC HEIGHT  -         63.944 (meters)      209.79  (feet) COMP
 EH1410  MODELED GRAVITY -    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 map and have
 EH1410.an estimated accuracy of +/- 6 seconds.
 EH1410
 EH1410.The orthometric height was determined by differential leveling and
 EH1410.adjusted by the NATIONAL GEODETIC SURVEY
 EH1410.in August 1993.
 EH1410
 EH1410.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1410.GEOID18 height accuracy estimate available here.
 EH1410
 EH1410.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU410093(NAD 83)
 EH1410
 EH1410                          SUPERSEDED SURVEY CONTROL
 EH1410
 EH1410  NAVD 88 (06/15/91)   64.057  (m)          210.16   (f) SUPERSEDED  1 2
 EH1410  NGVD 29 (11/26/84)   64.062  (m)          210.18   (f) ADJUSTED    1 2
 EH1410
 EH1410.Superseded values are not recommended for survey control.
 EH1410
 EH1410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1410.See file dsdata.pdf to determine how the superseded data were derived.
 EH1410
 EH1410_MARKER: DB = BENCH MARK DISK
 EH1410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1410_STAMPING: G 115 1954
 EH1410_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1345 ***********************************************************************
 EH1345  DESIGNATION -  G 116
 EH1345  PID         -  EH1345
 EH1345  STATE/COUNTY-  AR/ARKANSAS
 EH1345  COUNTRY     -  US
 EH1345  USGS QUAD   -  DE WITT (2017)
 EH1345
 EH1345                         *CURRENT SURVEY CONTROL
 EH1345  ______________________________________________________________________
 EH1345* NAD 83(1986) POSITION- 34 18 21.     (N) 091 18 57.     (W)   SCALED
 EH1345* NAVD 88 ORTHO HEIGHT -    51.514 (meters)      169.01  (feet) ADJUSTED
 EH1345  ______________________________________________________________________
 EH1345  GEOID HEIGHT    -        -26.466 (meters)                     GEOID18
 EH1345  DYNAMIC HEIGHT  -         51.464 (meters)      168.84  (feet) COMP
 EH1345  MODELED GRAVITY -    979,665.4   (mgal)                       NAVD 88
 EH1345
 EH1345  VERT ORDER      -  FIRST     CLASS II
 EH1345
 EH1345.The horizontal coordinates were scaled from a map and have
 EH1345.an estimated accuracy of +/- 6 seconds.
 EH1345
 EH1345.The orthometric height was determined by differential leveling and
 EH1345.adjusted by the NATIONAL GEODETIC SURVEY
 EH1345.in August 1993.
 EH1345
 EH1345.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1345.GEOID18 height accuracy estimate available here.
 EH1345
 EH1345.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT549973(NAD 83)
 EH1345
 EH1345                          SUPERSEDED SURVEY CONTROL
 EH1345
 EH1345  NAVD 88 (06/15/91)   51.473  (m)          168.87   (f) SUPERSEDED  1 2
 EH1345  NGVD 29 (11/26/84)   51.536  (m)          169.08   (f) ADJUSTED    1 2
 EH1345
 EH1345.Superseded values are not recommended for survey control.
 EH1345
 EH1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1345.See file dsdata.pdf to determine how the superseded data were derived.
 EH1345
 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_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1513 ***********************************************************************
 EH1513  DESIGNATION -  G 117
 EH1513  PID         -  EH1513
 EH1513  STATE/COUNTY-  AR/ARKANSAS
 EH1513  COUNTRY     -  US
 EH1513  USGS QUAD   -  GILLETT (2017)
 EH1513
 EH1513                         *CURRENT SURVEY CONTROL
 EH1513  ______________________________________________________________________
 EH1513* NAD 83(1986) POSITION- 34 04 37.     (N) 091 25 37.     (W)   SCALED
 EH1513* NAVD 88 ORTHO HEIGHT -    52.720 (meters)      172.97  (feet) ADJUSTED
 EH1513  ______________________________________________________________________
 EH1513  GEOID HEIGHT    -        -26.133 (meters)                     GEOID18
 EH1513  DYNAMIC HEIGHT  -         52.668 (meters)      172.79  (feet) COMP
 EH1513  MODELED GRAVITY -    979,654.2   (mgal)                       NAVD 88
 EH1513
 EH1513  VERT ORDER      -  FIRST     CLASS II
 EH1513
 EH1513.The horizontal coordinates were scaled from a map and have
 EH1513.an estimated accuracy of +/- 6 seconds.
 EH1513
 EH1513.The orthometric height was determined by differential leveling and
 EH1513.adjusted by the NATIONAL GEODETIC SURVEY
 EH1513.in August 1993.
 EH1513
 EH1513.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1513.GEOID18 height accuracy estimate available here.
 EH1513
 EH1513.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT451718(NAD 83)
 EH1513
 EH1513                          SUPERSEDED SURVEY CONTROL
 EH1513
 EH1513  NGVD 29 (11/26/84)   52.844  (m)          173.37   (f) ADJUSTED    1 2
 EH1513
 EH1513.Superseded values are not recommended for survey control.
 EH1513
 EH1513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1513.See file dsdata.pdf to determine how the superseded data were derived.
 EH1513
 EH1513_MARKER: DB = BENCH MARK DISK
 EH1513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1513_STAMPING: G 117 1955
 EH1513_MARK LOGO: CGS
 EH1513_PROJECTION: PROJECTING 12 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 DK0852 ***********************************************************************
 DK0852  DESIGNATION -  G 118
 DK0852  PID         -  DK0852
 DK0852  STATE/COUNTY-  AR/DESHA
 DK0852  COUNTRY     -  US
 DK0852  USGS QUAD   -  WATSON (2017)
 DK0852
 DK0852                         *CURRENT SURVEY CONTROL
 DK0852  ______________________________________________________________________
 DK0852* NAD 83(1986) POSITION- 33 54 44.3    (N) 091 17 46.9    (W)   HD_HELD2
 DK0852* NAVD 88 ORTHO HEIGHT -    47.845 (meters)      156.97  (feet) ADJUSTED
 DK0852  ______________________________________________________________________
 DK0852  GEOID HEIGHT    -        -26.268 (meters)                     GEOID18
 DK0852  DYNAMIC HEIGHT  -         47.797 (meters)      156.81  (feet) COMP
 DK0852  MODELED GRAVITY -    979,639.2   (mgal)                       NAVD 88
 DK0852
 DK0852  VERT ORDER      -  FIRST     CLASS II
 DK0852
 DK0852.The horizontal coordinates were established by autonomous hand held GPS
 DK0852.observations and have an estimated accuracy of +/- 10 meters.
 DK0852
 DK0852.The orthometric height was determined by differential leveling and
 DK0852.adjusted by the NATIONAL GEODETIC SURVEY
 DK0852.in June 1991.
 DK0852
 DK0852.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK0852.GEOID18 height accuracy estimate available here.
 DK0852
 DK0852.Click photographs - Photos may exist for this station.
 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     -   538,380.      465,067.      MT  (+/- 10 meters HH2 GPS)
 DK0852
 DK0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT5749753739(NAD 83)
 DK0852
 DK0852                          SUPERSEDED SURVEY CONTROL
 DK0852
 DK0852  NGVD 29 (11/26/84)   47.911  (m)          157.19   (f) ADJUSTED    1 2
 DK0852
 DK0852.Superseded values are not recommended for survey control.
 DK0852
 DK0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0852.See file dsdata.pdf to determine how the superseded data were derived.
 DK0852
 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_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 DL0579 ***********************************************************************
 DL0579  DESIGNATION -  G 119
 DL0579  PID         -  DL0579
 DL0579  STATE/COUNTY-  AR/LAFAYETTE
 DL0579  COUNTRY     -  US
 DL0579  USGS QUAD   -  BUCKNER (2017)
 DL0579
 DL0579                         *CURRENT SURVEY CONTROL
 DL0579  ______________________________________________________________________
 DL0579* NAD 83(1986) POSITION- 33 15 57.18   (N) 093 29 53.17   (W)   HD_HELD1
 DL0579* NAVD 88 ORTHO HEIGHT -    84.010 (meters)      275.62  (feet) ADJUSTED
 DL0579  ______________________________________________________________________
 DL0579  GEOID HEIGHT    -        -26.576 (meters)                     GEOID18
 DL0579  DYNAMIC HEIGHT  -         83.920 (meters)      275.33  (feet) COMP
 DL0579  MODELED GRAVITY -    979,562.8   (mgal)                       NAVD 88
 DL0579
 DL0579  VERT ORDER      -  SECOND    CLASS 0
 DL0579
 DL0579.The horizontal coordinates were determined by differentially corrected
 DL0579.hand held GPS observations or other comparable positioning techniques
 DL0579.and have an estimated accuracy of +/- 3 meters.
 DL0579
 DL0579.The orthometric height was determined by differential leveling and
 DL0579.adjusted by the NATIONAL GEODETIC SURVEY
 DL0579.in June 1991.
 DL0579
 DL0579.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0579.GEOID18 height accuracy estimate available here.
 DL0579
 DL0579.Click photographs - Photos may exist for this station.
 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     -   467,483.1     260,422.8     MT  (+/- 3 meters HH1 GPS) 
 DL0579
 DL0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS5360980874(NAD 83)
 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
 DL0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0579.See file dsdata.pdf to determine how the superseded data were derived.
 DL0579
 DL0579_MARKER: DB = BENCH MARK DISK
 DL0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0579_STAMPING: G 119 1934
 DL0579_MARK LOGO: CGS
 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   CGS
 DL0579
 DL0579                          STATION DESCRIPTION
 DL0579
 DL0579'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DL0133 ***********************************************************************
 DL0133  DESIGNATION -  G 12
 DL0133  PID         -  DL0133
 DL0133  STATE/COUNTY-  AR/ASHLEY
 DL0133  COUNTRY     -  US
 DL0133  USGS QUAD   -  MARAIS SALINE (2017)
 DL0133
 DL0133                         *CURRENT SURVEY CONTROL
 DL0133  ______________________________________________________________________
 DL0133* NAD 83(1986) POSITION- 33 09 03.50   (N) 092 06 15.44   (W)   HD_HELD1
 DL0133* NAVD 88 ORTHO HEIGHT -    28.809 (meters)       94.52  (feet) ADJUSTED
 DL0133  ______________________________________________________________________
 DL0133  GEOID HEIGHT    -        -26.030 (meters)                     GEOID18
 DL0133  DYNAMIC HEIGHT  -         28.779 (meters)       94.42  (feet) COMP
 DL0133  MODELED GRAVITY -    979,568.4   (mgal)                       NAVD 88
 DL0133
 DL0133  VERT ORDER      -  SECOND    CLASS 0
 DL0133
 DL0133.The horizontal coordinates were determined by differentially corrected
 DL0133.hand held GPS observations or other comparable positioning techniques
 DL0133.and have an estimated accuracy of +/- 3 meters.
 DL0133
 DL0133.The orthometric height was determined by differential leveling and
 DL0133.adjusted by the NATIONAL GEODETIC SURVEY
 DL0133.in June 1991.
 DL0133
 DL0133.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0133.GEOID18 height accuracy estimate available here.
 DL0133
 DL0133.Click photographs - Photos may exist for this station.
 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     -   453,721.9     390,270.1     MT  (+/- 3 meters HH1 GPS) 
 DL0133
 DL0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS8353268381(NAD 83)
 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
 DL0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0133.See file dsdata.pdf to determine how the superseded data were derived.
 DL0133
 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_MARK LOGO: CGS
 DL0133_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0133
 DL0133  HISTORY     - Date     Condition        Report By
 DL0133  HISTORY     - 1932     MONUMENTED       CGS
 DL0133  HISTORY     - 1960     GOOD             CGS
 DL0133  HISTORY     - 1964     GOOD             CGS
 DL0133
 DL0133                          STATION DESCRIPTION
 DL0133
 DL0133'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1964
 DL0133'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0633 ***********************************************************************
 DL0633  DESIGNATION -  G 120
 DL0633  PID         -  DL0633
 DL0633  STATE/COUNTY-  AR/COLUMBIA
 DL0633  COUNTRY     -  US
 DL0633  USGS QUAD   -  MAGNOLIA (2017)
 DL0633
 DL0633                         *CURRENT SURVEY CONTROL
 DL0633  ______________________________________________________________________
 DL0633* NAD 83(1986) POSITION- 33 16 05.2    (N) 093 14 27.2    (W)   HD_HELD2
 DL0633* NAVD 88 ORTHO HEIGHT -   102.902 (meters)      337.60  (feet) ADJUSTED
 DL0633  ______________________________________________________________________
 DL0633  GEOID HEIGHT    -        -26.436 (meters)                     GEOID18
 DL0633  DYNAMIC HEIGHT  -        102.791 (meters)      337.24  (feet) COMP
 DL0633  MODELED GRAVITY -    979,561.8   (mgal)                       NAVD 88
 DL0633
 DL0633  VERT ORDER      -  SECOND    CLASS 0
 DL0633
 DL0633.The horizontal coordinates were established by autonomous hand held GPS
 DL0633.observations and have an estimated accuracy of +/- 10 meters.
 DL0633
 DL0633.The orthometric height was determined by differential leveling and
 DL0633.adjusted by the NATIONAL GEODETIC SURVEY
 DL0633.in June 1991.
 DL0633
 DL0633.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0633.GEOID18 height accuracy estimate available here.
 DL0633
 DL0633.Click photographs - Photos may exist for this station.
 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     -   467,410.      284,389.      MT  (+/- 10 meters HH2 GPS)
 DL0633
 DL0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS7756581036(NAD 83)
 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
 DL0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0633.See file dsdata.pdf to determine how the superseded data were derived.
 DL0633
 DL0633_MARKER: DB = BENCH MARK DISK
 DL0633_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL0633_SP_SET: WATER TOWER FOOTING
 DL0633_STAMPING: G 120 1934
 DL0633_MARK LOGO: CGS
 DL0633_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0633
 DL0633  HISTORY     - Date     Condition        Report By
 DL0633  HISTORY     - 1934     MONUMENTED       CGS
 DL0633  HISTORY     - 1960     MARK NOT FOUND   CGS
 DL0633  HISTORY     - 20110921 MARK NOT FOUND   ARHD
 DL0633
 DL0633                          STATION DESCRIPTION
 DL0633
 DL0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 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.
 DL0633
 DL0633                          STATION RECOVERY (2011)
 DL0633
 DL0633'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (KWS)
 DL0633'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0680 ***********************************************************************
 DL0680  DESIGNATION -  G 121
 DL0680  PID         -  DL0680
 DL0680  STATE/COUNTY-  AR/COLUMBIA
 DL0680  COUNTRY     -  US
 DL0680  USGS QUAD   -  VILLAGE (2017)
 DL0680
 DL0680                         *CURRENT SURVEY CONTROL
 DL0680  ______________________________________________________________________
 DL0680* NAD 83(1986) POSITION- 33 15 42.     (N) 093 00 54.     (W)   SCALED
 DL0680* NAVD 88 ORTHO HEIGHT -    91.497 (meters)      300.19  (feet) ADJUSTED
 DL0680  ______________________________________________________________________
 DL0680  GEOID HEIGHT    -        -26.324 (meters)                     GEOID18
 DL0680  DYNAMIC HEIGHT  -         91.399 (meters)      299.86  (feet) COMP
 DL0680  MODELED GRAVITY -    979,565.5   (mgal)                       NAVD 88
 DL0680
 DL0680  VERT ORDER      -  SECOND    CLASS 0
 DL0680
 DL0680.The horizontal coordinates were scaled from a map and have
 DL0680.an estimated accuracy of +/- 6 seconds.
 DL0680
 DL0680.The orthometric height was determined by differential leveling and
 DL0680.adjusted by the NATIONAL GEODETIC SURVEY
 DL0680.in June 1991.
 DL0680
 DL0680.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0680.GEOID18 height accuracy estimate available here.
 DL0680
 DL0680.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS986802(NAD 83)
 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
 DL0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0680.See file dsdata.pdf to determine how the superseded data were derived.
 DL0680
 DL0680_MARKER: DB = BENCH MARK DISK
 DL0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0680_STAMPING: G 121 1934
 DL0680_MARK LOGO: CGS
 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             CGS
 DL0680  HISTORY     - 20110921 MARK NOT FOUND   ARHD
 DL0680
 DL0680                          STATION DESCRIPTION
 DL0680
 DL0680'DESCRIBED BY COAST AND 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.
 DL0680
 DL0680                          STATION RECOVERY (2011)
 DL0680
 DL0680'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (KWS)
 DL0680'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0289 ***********************************************************************
 DL0289  DESIGNATION -  G 122
 DL0289  PID         -  DL0289
 DL0289  STATE/COUNTY-  AR/UNION
 DL0289  COUNTRY     -  US
 DL0289  USGS QUAD   -  JUNCTION CITY (2017)
 DL0289
 DL0289                         *CURRENT SURVEY CONTROL
 DL0289  ______________________________________________________________________
 DL0289* NAD 83(1986) POSITION- 33 01 53.     (N) 092 42 56.     (W)   SCALED
 DL0289* NAVD 88 ORTHO HEIGHT -    45.565 (meters)      149.49  (feet) ADJUSTED
 DL0289  ______________________________________________________________________
 DL0289  GEOID HEIGHT    -        -26.234 (meters)                     GEOID18
 DL0289  DYNAMIC HEIGHT  -         45.515 (meters)      149.33  (feet) COMP
 DL0289  MODELED GRAVITY -    979,543.0   (mgal)                       NAVD 88
 DL0289
 DL0289  VERT ORDER      -  SECOND    CLASS 0
 DL0289
 DL0289.The horizontal coordinates were scaled from a map and have
 DL0289.an estimated accuracy of +/- 6 seconds.
 DL0289
 DL0289.The orthometric height was determined by differential leveling and
 DL0289.adjusted by the NATIONAL GEODETIC SURVEY
 DL0289.in June 1991.
 DL0289
 DL0289.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0289.GEOID18 height accuracy estimate available here.
 DL0289
 DL0289.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS265548(NAD 83)
 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
 DL0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0289.See file dsdata.pdf to determine how the superseded data were derived.
 DL0289
 DL0289_MARKER: DB = BENCH MARK DISK
 DL0289_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DL0289_STAMPING: G 122 1934
 DL0289_MARK LOGO: CGS
 DL0289_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0289
 DL0289  HISTORY     - Date     Condition        Report By
 DL0289  HISTORY     - 1934     MONUMENTED       CGS
 DL0289  HISTORY     - 1964     GOOD             CGS
 DL0289  HISTORY     - 1977     POOR             USGS
 DL0289  HISTORY     - 20040926 MARK NOT FOUND   USPSQD
 DL0289  HISTORY     - 20110421 MARK NOT FOUND   ARHD
 DL0289
 DL0289                          STATION DESCRIPTION
 DL0289
 DL0289'DESCRIBED BY COAST AND 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.
 DL0289
 DL0289                          STATION RECOVERY (2011)
 DL0289
 DL0289'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (SES)
 DL0289'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FH0209 ***********************************************************************
 FH0209  DESIGNATION -  G 124 RESET
 FH0209  PID         -  FH0209
 FH0209  STATE/COUNTY-  AR/SEBASTIAN
 FH0209  COUNTRY     -  US
 FH0209  USGS QUAD   -  BARLING (2017)
 FH0209
 FH0209                         *CURRENT SURVEY CONTROL
 FH0209  ______________________________________________________________________
 FH0209* NAD 83(1986) POSITION- 35 21 13.     (N) 094 21 09.     (W)   SCALED
 FH0209* NAVD 88 ORTHO HEIGHT -   138.54  (meters)      454.5   (feet) RESET
 FH0209  ______________________________________________________________________
 FH0209  GEOID HEIGHT    -        -30.163 (meters)                     GEOID18
 FH0209  VERT ORDER      -  THIRD
 FH0209
 FH0209.The horizontal coordinates were scaled from a map and have
 FH0209.an estimated accuracy of +/- 6 seconds.
 FH0209
 FH0209.The orthometric height was computed from unverified reset data.
 FH0209
 FH0209.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0209.GEOID18 height accuracy estimate available here.
 FH0209
 FH0209.Click photographs - Photos may exist for this station.
 FH0209
 FH0209;                    North         East    Units  Estimated Accuracy
 FH0209;SPC AR N     -   115,750.      186,210.      MT  (+/- 180 meters Scaled)
 FH0209
 FH0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV771130(NAD 83)
 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
 FH0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0209.See file dsdata.pdf to determine how the superseded data were derived.
 FH0209
 FH0209_MARKER: DV = VERTICAL CONTROL DISK
 FH0209_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FH0209_SP_SET: FOOTING
 FH0209_STAMPING: G 124 RESET 1974
 FH0209_MARK LOGO: NGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0686 ***********************************************************************
 FG0686  DESIGNATION -  G 125
 FG0686  PID         -  FG0686
 FG0686  STATE/COUNTY-  AR/VAN BUREN
 FG0686  COUNTRY     -  US
 FG0686  USGS QUAD   -  ALREAD (2017)
 FG0686
 FG0686                         *CURRENT SURVEY CONTROL
 FG0686  ______________________________________________________________________
 FG0686* NAD 83(1986) POSITION- 35 38 22.     (N) 092 43 21.     (W)   SCALED
 FG0686* NAVD 88 ORTHO HEIGHT -   485.946 (meters)     1594.31  (feet) ADJUSTED
 FG0686  ______________________________________________________________________
 FG0686  GEOID HEIGHT    -        -28.016 (meters)                     GEOID18
 FG0686  DYNAMIC HEIGHT  -        485.478 (meters)     1592.77  (feet) COMP
 FG0686  MODELED GRAVITY -    979,655.3   (mgal)                       NAVD 88
 FG0686
 FG0686  VERT ORDER      -  SECOND    CLASS 0
 FG0686
 FG0686.The horizontal coordinates were scaled from a map and have
 FG0686.an estimated accuracy of +/- 6 seconds.
 FG0686
 FG0686.The orthometric height was determined by differential leveling and
 FG0686.adjusted by the NATIONAL GEODETIC SURVEY
 FG0686.in June 1991.
 FG0686
 FG0686.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0686.GEOID18 height accuracy estimate available here.
 FG0686
 FG0686.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV251439(NAD 83)
 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
 FG0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0686.See file dsdata.pdf to determine how the superseded data were derived.
 FG0686
 FG0686_MARKER: DB = BENCH MARK DISK
 FG0686_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0686_STAMPING: G 125 1935
 FG0686_MARK LOGO: CGS
 FG0686_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0686
 FG0686  HISTORY     - Date     Condition        Report By
 FG0686  HISTORY     - 1935     MONUMENTED       CGS
 FG0686  HISTORY     - 1939     GOOD             CGS
 FG0686
 FG0686                          STATION DESCRIPTION
 FG0686
 FG0686'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG0760 ***********************************************************************
 FG0760  DESIGNATION -  G 126
 FG0760  PID         -  FG0760
 FG0760  STATE/COUNTY-  AR/POPE
 FG0760  COUNTRY     -  US
 FG0760  USGS QUAD   -  SIMPSON (2017)
 FG0760
 FG0760                         *CURRENT SURVEY CONTROL
 FG0760  ______________________________________________________________________
 FG0760* NAD 83(1986) POSITION- 35 33 14.     (N) 093 03 18.     (W)   SCALED
 FG0760* NAVD 88 ORTHO HEIGHT -   370.371 (meters)     1215.13  (feet) ADJUSTED
 FG0760  ______________________________________________________________________
 FG0760  GEOID HEIGHT    -        -28.517 (meters)                     GEOID18
 FG0760  DYNAMIC HEIGHT  -        370.014 (meters)     1213.95  (feet) COMP
 FG0760  MODELED GRAVITY -    979,660.0   (mgal)                       NAVD 88
 FG0760
 FG0760  VERT ORDER      -  SECOND    CLASS 0
 FG0760
 FG0760.The horizontal coordinates were scaled from a map and have
 FG0760.an estimated accuracy of +/- 6 seconds.
 FG0760
 FG0760.The orthometric height was determined by differential leveling and
 FG0760.adjusted by the NATIONAL GEODETIC SURVEY
 FG0760.in June 1991.
 FG0760
 FG0760.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0760.GEOID18 height accuracy estimate available here.
 FG0760
 FG0760.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV950344(NAD 83)
 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
 FG0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0760.See file dsdata.pdf to determine how the superseded data were derived.
 FG0760
 FG0760_MARKER: DB = BENCH MARK DISK
 FG0760_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0760_STAMPING: G 126 1935
 FG0760_MARK LOGO: CGS
 FG0760_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1049 ***********************************************************************
 FG1049  DESIGNATION -  G 127
 FG1049  PID         -  FG1049
 FG1049  STATE/COUNTY-  AR/JOHNSON
 FG1049  COUNTRY     -  US
 FG1049  USGS QUAD   -  KNOXVILLE (2017)
 FG1049
 FG1049                         *CURRENT SURVEY CONTROL
 FG1049  ______________________________________________________________________
 FG1049* NAD 83(1986) POSITION- 35 25 02.07   (N) 093 19 34.26   (W)   HD_HELD1
 FG1049* NAVD 88 ORTHO HEIGHT -   105.384 (meters)      345.75  (feet) POSTED
 FG1049  ______________________________________________________________________
 FG1049  GEOID HEIGHT    -        -29.197 (meters)                     GEOID18
 FG1049  DYNAMIC HEIGHT  -        105.29  (meters)      345.4   (feet) COMP
 FG1049  MODELED GRAVITY -    979,699.1   (mgal)                       NAVD 88
 FG1049
 FG1049  VERT ORDER      -  * POSTED, SEE BELOW
 FG1049
 FG1049.The horizontal coordinates were determined by differentially corrected
 FG1049.hand held GPS observations or other comparable positioning techniques
 FG1049.and have an estimated accuracy of +/- 3 meters.
 FG1049
 FG1049.The orthometric height was determined by differential leveling
 FG1049.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 FG1049
 FG1049.* This is a POSTED BENCH MARK height.
 FG1049
 FG1049.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1049.GEOID18 height accuracy estimate available here.
 FG1049
 FG1049.Click photographs - Photos may exist for this station.
 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     -   121,061.2     279,563.8     MT  (+/- 3 meters HH1 GPS) 
 FG1049
 FG1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV7038719364(NAD 83)
 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
 FG1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1049.See file dsdata.pdf to determine how the superseded data were derived.
 FG1049
 FG1049_MARKER: DB = BENCH MARK DISK
 FG1049_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG1049_STAMPING: G 127 1935
 FG1049_MARK LOGO: CGS
 FG1049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 DK0986 ***********************************************************************
 DK0986  DESIGNATION -  G 13
 DK0986  PID         -  DK0986
 DK0986  STATE/COUNTY-  AR/CHICOT
 DK0986  COUNTRY     -  US
 DK0986  USGS QUAD   -  MCGEHEE SOUTH (2017)
 DK0986
 DK0986                         *CURRENT SURVEY CONTROL
 DK0986  ______________________________________________________________________
 DK0986* NAD 83(1986) POSITION- 33 31 45.     (N) 091 25 59.     (W)   SCALED
 DK0986* NAVD 88 ORTHO HEIGHT -    45.161 (meters)      148.17  (feet) ADJUSTED
 DK0986  ______________________________________________________________________
 DK0986  GEOID HEIGHT    -        -26.117 (meters)                     GEOID18
 DK0986  DYNAMIC HEIGHT  -         45.114 (meters)      148.01  (feet) COMP
 DK0986  MODELED GRAVITY -    979,601.0   (mgal)                       NAVD 88
 DK0986
 DK0986  VERT ORDER      -  FIRST     CLASS II
 DK0986
 DK0986.The horizontal coordinates were scaled from a map and have
 DK0986.an estimated accuracy of +/- 6 seconds.
 DK0986
 DK0986.The orthometric height was determined by differential leveling and
 DK0986.adjusted by the NATIONAL GEODETIC SURVEY
 DK0986.in June 1991.
 DK0986
 DK0986.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK0986.GEOID18 height accuracy estimate available here.
 DK0986
 DK0986.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT455110(NAD 83)
 DK0986
 DK0986                          SUPERSEDED SURVEY CONTROL
 DK0986
 DK0986  NGVD 29 (11/26/84)   45.276  (m)          148.54   (f) ADJUSTED    1 2
 DK0986
 DK0986.Superseded values are not recommended for survey control.
 DK0986
 DK0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0986.See file dsdata.pdf to determine how the superseded data were derived.
 DK0986
 DK0986_MARKER: DB = BENCH MARK DISK
 DK0986_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DK0986_SP_SET: BUILDING WALL
 DK0986_STAMPING: G 13 1932
 DK0986_MARK LOGO: CGS
 DK0986_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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 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 = MARCH 20, 2026 22:17:28 EDT
 GF0377 ***********************************************************************
 GF0377  DESIGNATION -  G 130
 GF0377  PID         -  GF0377
 GF0377  STATE/COUNTY-  AR/NEWTON
 GF0377  COUNTRY     -  US
 GF0377  USGS QUAD   -  HASTY (2017)
 GF0377
 GF0377                         *CURRENT SURVEY CONTROL
 GF0377  ______________________________________________________________________
 GF0377* NAD 83(1986) POSITION- 36 04 02.1    (N) 093 00 15.9    (W)   HD_HELD2
 GF0377* NAVD 88 ORTHO HEIGHT -   283.210 (meters)      929.16  (feet) ADJUSTED
 GF0377  ______________________________________________________________________
 GF0377  GEOID HEIGHT    -        -28.307 (meters)                     GEOID18
 GF0377  DYNAMIC HEIGHT  -        282.954 (meters)      928.32  (feet) COMP
 GF0377  MODELED GRAVITY -    979,722.4   (mgal)                       NAVD 88
 GF0377
 GF0377  VERT ORDER      -  SECOND    CLASS I
 GF0377
 GF0377.The horizontal coordinates were established by autonomous hand held GPS
 GF0377.observations and have an estimated accuracy of +/- 10 meters.
 GF0377
 GF0377.The orthometric height was determined by differential leveling and
 GF0377.adjusted by the NATIONAL GEODETIC SURVEY
 GF0377.in June 1991.
 GF0377
 GF0377.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0377.GEOID18 height accuracy estimate available here.
 GF0377
 GF0377.Click photographs - Photos may exist for this station.
 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     -   192,829.      309,519.      MT  (+/- 10 meters HH2 GPS)
 GF0377
 GF0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV9960291407(NAD 83)
 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
 GF0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0377.See file dsdata.pdf to determine how the superseded data were derived.
 GF0377
 GF0377_MARKER: DB = BENCH MARK DISK
 GF0377_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GF0377_SP_SET: BUILDING
 GF0377_STAMPING: G 130 1935
 GF0377_MARK LOGO: CGS
 GF0377_PROJECTION: FLUSH
 GF0377_MAGNETIC: N = NO MAGNETIC MATERIAL
 GF0377_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GF0377
 GF0377  HISTORY     - Date     Condition        Report By
 GF0377  HISTORY     - 1935     MONUMENTED       CGS
 GF0377  HISTORY     - 1935     GOOD             CGS
 GF0377  HISTORY     - 20111101 GOOD             ARHD
 GF0377
 GF0377                          STATION DESCRIPTION
 GF0377
 GF0377'DESCRIBED BY COAST AND 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.
 GF0377
 GF0377                          STATION RECOVERY (2011)
 GF0377
 GF0377'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (JDH)
 GF0377'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1454 ***********************************************************************
 EJ1454  DESIGNATION -  G 131
 EJ1454  PID         -  EJ1454
 EJ1454  STATE/COUNTY-  AR/MONTGOMERY
 EJ1454  COUNTRY     -  US
 EJ1454  USGS QUAD   -  NORMAN (2017)
 EJ1454
 EJ1454                         *CURRENT SURVEY CONTROL
 EJ1454  ______________________________________________________________________
 EJ1454* NAD 83(1986) POSITION- 34 27 39.     (N) 093 42 52.     (W)   SCALED
 EJ1454* NAVD 88 ORTHO HEIGHT -   232.627 (meters)      763.21  (feet) ADJUSTED
 EJ1454  ______________________________________________________________________
 EJ1454  GEOID HEIGHT    -        -28.329 (meters)                     GEOID18
 EJ1454  DYNAMIC HEIGHT  -        232.391 (meters)      762.44  (feet) COMP
 EJ1454  MODELED GRAVITY -    979,614.3   (mgal)                       NAVD 88
 EJ1454
 EJ1454  VERT ORDER      -  SECOND    CLASS 0
 EJ1454
 EJ1454.The horizontal coordinates were scaled from a map and have
 EJ1454.an estimated accuracy of +/- 6 seconds.
 EJ1454
 EJ1454.The orthometric height was determined by differential leveling and
 EJ1454.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1454.in June 1991.
 EJ1454
 EJ1454.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1454.GEOID18 height accuracy estimate available here.
 EJ1454
 EJ1454.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU343134(NAD 83)
 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
 EJ1454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1454.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1454
 EJ1454_MARKER: DB = BENCH MARK DISK
 EJ1454_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ1454_STAMPING: G 131 1935
 EJ1454_MARK LOGO: CGS
 EJ1454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1454
 EJ1454  HISTORY     - Date     Condition        Report By
 EJ1454  HISTORY     - 1935     MONUMENTED       CGS
 EJ1454  HISTORY     - 1961     GOOD             CGS
 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 COAST AND GEODETIC SURVEY 1961
 EJ1454'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EK0174 ***********************************************************************
 EK0174  DESIGNATION -  G 132
 EK0174  PID         -  EK0174
 EK0174  STATE/COUNTY-  AR/HOWARD
 EK0174  COUNTRY     -  US
 EK0174  USGS QUAD   -  BAKER SPRINGS (2017)
 EK0174
 EK0174                         *CURRENT SURVEY CONTROL
 EK0174  ______________________________________________________________________
 EK0174* NAD 83(1986) POSITION- 34 21 04.     (N) 094 09 56.     (W)   SCALED
 EK0174* NAVD 88 ORTHO HEIGHT -   282.020 (meters)      925.26  (feet) ADJUSTED
 EK0174  ______________________________________________________________________
 EK0174  GEOID HEIGHT    -        -28.747 (meters)                     GEOID18
 EK0174  DYNAMIC HEIGHT  -        281.728 (meters)      924.30  (feet) COMP
 EK0174  MODELED GRAVITY -    979,592.0   (mgal)                       NAVD 88
 EK0174
 EK0174  VERT ORDER      -  SECOND    CLASS 0
 EK0174
 EK0174.The horizontal coordinates were scaled from a map and have
 EK0174.an estimated accuracy of +/- 6 seconds.
 EK0174
 EK0174.The orthometric height was determined by differential leveling and
 EK0174.adjusted by the NATIONAL GEODETIC SURVEY
 EK0174.in June 1991.
 EK0174
 EK0174.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0174.GEOID18 height accuracy estimate available here.
 EK0174
 EK0174.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU928017(NAD 83)
 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
 EK0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0174.See file dsdata.pdf to determine how the superseded data were derived.
 EK0174
 EK0174_MARKER: DB = BENCH MARK DISK
 EK0174_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EK0174_STAMPING: G 132 1935
 EK0174_MARK LOGO: CGS
 EK0174_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EK0079 ***********************************************************************
 EK0079  DESIGNATION -  G 133
 EK0079  PID         -  EK0079
 EK0079  STATE/COUNTY-  AR/POLK
 EK0079  COUNTRY     -  US
 EK0079  USGS QUAD   -  BOARD CAMP (2017)
 EK0079
 EK0079                         *CURRENT SURVEY CONTROL
 EK0079  ______________________________________________________________________
 EK0079* NAD 83(1986) POSITION- 34 32 02.     (N) 094 06 51.     (W)   SCALED
 EK0079* NAVD 88 ORTHO HEIGHT -   286.955 (meters)      941.45  (feet) ADJUSTED
 EK0079  ______________________________________________________________________
 EK0079  GEOID HEIGHT    -        -29.582 (meters)                     GEOID18
 EK0079  DYNAMIC HEIGHT  -        286.650 (meters)      940.45  (feet) COMP
 EK0079  MODELED GRAVITY -    979,567.4   (mgal)                       NAVD 88
 EK0079
 EK0079  VERT ORDER      -  SECOND    CLASS 0
 EK0079
 EK0079.The horizontal coordinates were scaled from a map and have
 EK0079.an estimated accuracy of +/- 6 seconds.
 EK0079
 EK0079.The orthometric height was determined by differential leveling and
 EK0079.adjusted by the NATIONAL GEODETIC SURVEY
 EK0079.in June 1991.
 EK0079
 EK0079.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0079.GEOID18 height accuracy estimate available here.
 EK0079
 EK0079.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU977219(NAD 83)
 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
 EK0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0079.See file dsdata.pdf to determine how the superseded data were derived.
 EK0079
 EK0079_MARKER: DB = BENCH MARK DISK
 EK0079_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EK0079_STAMPING: G 133 1935
 EK0079_MARK LOGO: CGS
 EK0079_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0079
 EK0079  HISTORY     - Date     Condition        Report By
 EK0079  HISTORY     - 1935     MONUMENTED       CGS
 EK0079  HISTORY     - 1961     MARK NOT FOUND   CGS
 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 COAST AND GEODETIC SURVEY 1961
 EK0079'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EK0061 ***********************************************************************
 EK0061  DESIGNATION -  G 134
 EK0061  PID         -  EK0061
 EK0061  STATE/COUNTY-  AR/POLK
 EK0061  COUNTRY     -  US
 EK0061  USGS QUAD   -  MENA (2017)
 EK0061
 EK0061                         *CURRENT SURVEY CONTROL
 EK0061  ______________________________________________________________________
 EK0061* NAD 83(1986) POSITION- 34 35 05.     (N) 094 10 00.     (W)   SCALED
 EK0061* NAVD 88 ORTHO HEIGHT -   303.498 (meters)      995.73  (feet) ADJUSTED
 EK0061  ______________________________________________________________________
 EK0061  GEOID HEIGHT    -        -29.988 (meters)                     GEOID18
 EK0061  DYNAMIC HEIGHT  -        303.174 (meters)      994.66  (feet) COMP
 EK0061  MODELED GRAVITY -    979,560.1   (mgal)                       NAVD 88
 EK0061
 EK0061  VERT ORDER      -  SECOND    CLASS 0
 EK0061
 EK0061.The horizontal coordinates were scaled from a map and have
 EK0061.an estimated accuracy of +/- 6 seconds.
 EK0061
 EK0061.The orthometric height was determined by differential leveling and
 EK0061.adjusted by the NATIONAL GEODETIC SURVEY
 EK0061.in June 1991.
 EK0061
 EK0061.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0061.GEOID18 height accuracy estimate available here.
 EK0061
 EK0061.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU930276(NAD 83)
 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
 EK0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0061.See file dsdata.pdf to determine how the superseded data were derived.
 EK0061
 EK0061_MARKER: DB = BENCH MARK DISK
 EK0061_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EK0061_STAMPING: G 134 1935
 EK0061_MARK LOGO: CGS
 EK0061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0061
 EK0061  HISTORY     - Date     Condition        Report By
 EK0061  HISTORY     - 1934     MONUMENTED       CGS
 EK0061  HISTORY     - 1961     GOOD             CGS
 EK0061
 EK0061                          STATION DESCRIPTION
 EK0061
 EK0061'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EK0055 ***********************************************************************
 EK0055  DESIGNATION -  G 135
 EK0055  PID         -  EK0055
 EK0055  STATE/COUNTY-  AR/POLK
 EK0055  COUNTRY     -  US
 EK0055  USGS QUAD   -  ACORN (2017)
 EK0055
 EK0055                         *CURRENT SURVEY CONTROL
 EK0055  ______________________________________________________________________
 EK0055* NAD 83(1986) POSITION- 34 39 13.     (N) 094 09 20.     (W)   SCALED
 EK0055* NAVD 88 ORTHO HEIGHT -   333.840 (meters)     1095.27  (feet) ADJUSTED
 EK0055  ______________________________________________________________________
 EK0055  GEOID HEIGHT    -        -30.211 (meters)                     GEOID18
 EK0055  DYNAMIC HEIGHT  -        333.480 (meters)     1094.09  (feet) COMP
 EK0055  MODELED GRAVITY -    979,547.3   (mgal)                       NAVD 88
 EK0055
 EK0055  VERT ORDER      -  SECOND    CLASS 0
 EK0055
 EK0055.The horizontal coordinates were scaled from a map and have
 EK0055.an estimated accuracy of +/- 6 seconds.
 EK0055
 EK0055.The orthometric height was determined by differential leveling and
 EK0055.adjusted by the NATIONAL GEODETIC SURVEY
 EK0055.in June 1991.
 EK0055
 EK0055.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0055.GEOID18 height accuracy estimate available here.
 EK0055
 EK0055.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU941352(NAD 83)
 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
 EK0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0055.See file dsdata.pdf to determine how the superseded data were derived.
 EK0055
 EK0055_MARKER: DB = BENCH MARK DISK
 EK0055_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EK0055_SP_SET: BOX CULVERT HEADWALL
 EK0055_STAMPING: G 135 1935
 EK0055_MARK LOGO: CGS
 EK0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0055+STABILITY: SURFACE MOTION
 EK0055
 EK0055  HISTORY     - Date     Condition        Report By
 EK0055  HISTORY     - 1935     MONUMENTED       CGS
 EK0055  HISTORY     - 1961     MARK NOT FOUND   CGS
 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 COAST AND GEODETIC SURVEY 1961
 EK0055'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1403 ***********************************************************************
 EJ1403  DESIGNATION -  G 136
 EJ1403  PID         -  EJ1403
 EJ1403  STATE/COUNTY-  AR/MONTGOMERY
 EJ1403  COUNTRY     -  US
 EJ1403  USGS QUAD   -  NORMAN (2017)
 EJ1403
 EJ1403                         *CURRENT SURVEY CONTROL
 EJ1403  ______________________________________________________________________
 EJ1403* NAD 83(1986) POSITION- 34 28 23.     (N) 093 42 20.     (W)   SCALED
 EJ1403* NAVD 88 ORTHO HEIGHT -   216.383 (meters)      709.92  (feet) ADJUSTED
 EJ1403  ______________________________________________________________________
 EJ1403  GEOID HEIGHT    -        -28.357 (meters)                     GEOID18
 EJ1403  DYNAMIC HEIGHT  -        216.163 (meters)      709.19  (feet) COMP
 EJ1403  MODELED GRAVITY -    979,615.3   (mgal)                       NAVD 88
 EJ1403
 EJ1403  VERT ORDER      -  SECOND    CLASS 0
 EJ1403
 EJ1403.The horizontal coordinates were scaled from a map and have
 EJ1403.an estimated accuracy of +/- 6 seconds.
 EJ1403
 EJ1403.The orthometric height was determined by differential leveling and
 EJ1403.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1403.in June 1991.
 EJ1403
 EJ1403.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1403.GEOID18 height accuracy estimate available here.
 EJ1403
 EJ1403.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU352148(NAD 83)
 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
 EJ1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1403.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1403
 EJ1403_MARKER: DB = BENCH MARK DISK
 EJ1403_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ1403_STAMPING: G 136 1935
 EJ1403_MARK LOGO: CGS
 EJ1403_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1403
 EJ1403  HISTORY     - Date     Condition        Report By
 EJ1403  HISTORY     - 1935     MONUMENTED       CGS
 EJ1403  HISTORY     - 1961     MARK NOT FOUND   CGS
 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 COAST AND GEODETIC SURVEY 1961
 EJ1403'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1128 ***********************************************************************
 EJ1128  DESIGNATION -  G 137
 EJ1128  PID         -  EJ1128
 EJ1128  STATE/COUNTY-  AR/HOT SPRING
 EJ1128  COUNTRY     -  US
 EJ1128  USGS QUAD   -  POINT CEDAR (2017)
 EJ1128
 EJ1128                         *CURRENT SURVEY CONTROL
 EJ1128  ______________________________________________________________________
 EJ1128* NAD 83(1986) POSITION- 34 19 37.     (N) 093 18 26.     (W)   SCALED
 EJ1128* NAVD 88 ORTHO HEIGHT -   158.284 (meters)      519.30  (feet) ADJUSTED
 EJ1128  ______________________________________________________________________
 EJ1128  GEOID HEIGHT    -        -27.411 (meters)                     GEOID18
 EJ1128  DYNAMIC HEIGHT  -        158.125 (meters)      518.78  (feet) COMP
 EJ1128  MODELED GRAVITY -    979,629.2   (mgal)                       NAVD 88
 EJ1128
 EJ1128  VERT ORDER      -  SECOND    CLASS 0
 EJ1128
 EJ1128.The horizontal coordinates were scaled from a map and have
 EJ1128.an estimated accuracy of +/- 6 seconds.
 EJ1128
 EJ1128.The orthometric height was determined by differential leveling and
 EJ1128.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1128.in June 1991.
 EJ1128
 EJ1128.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1128.GEOID18 height accuracy estimate available here.
 EJ1128
 EJ1128.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT717984(NAD 83)
 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
 EJ1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1128.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1128
 EJ1128_MARKER: DB = BENCH MARK DISK
 EJ1128_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ1128_STAMPING: G 137 1935
 EJ1128_MARK LOGO: CGS
 EJ1128_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1128
 EJ1128  HISTORY     - Date     Condition        Report By
 EJ1128  HISTORY     - 1935     MONUMENTED       CGS
 EJ1128  HISTORY     - 1935     GOOD             CGS
 EJ1128  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ1128
 EJ1128                          STATION DESCRIPTION
 EJ1128
 EJ1128'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1206 ***********************************************************************
 EJ1206  DESIGNATION -  G 138
 EJ1206  PID         -  EJ1206
 EJ1206  STATE/COUNTY-  AR/CLARK
 EJ1206  COUNTRY     -  US
 EJ1206  USGS QUAD   -  CHALYBEATE MOUNTAIN WEST (2017)
 EJ1206
 EJ1206                         *CURRENT SURVEY CONTROL
 EJ1206  ______________________________________________________________________
 EJ1206* NAD 83(1986) POSITION- 34 08 54.07   (N) 093 22 49.21   (W)   HD_HELD1
 EJ1206* NAVD 88 ORTHO HEIGHT -   135.152 (meters)      443.41  (feet) ADJUSTED
 EJ1206  ______________________________________________________________________
 EJ1206  GEOID HEIGHT    -        -27.168 (meters)                     GEOID18
 EJ1206  DYNAMIC HEIGHT  -        135.015 (meters)      442.96  (feet) COMP
 EJ1206  MODELED GRAVITY -    979,622.2   (mgal)                       NAVD 88
 EJ1206
 EJ1206  VERT ORDER      -  SECOND    CLASS 0
 EJ1206
 EJ1206.The horizontal coordinates were determined by differentially corrected
 EJ1206.hand held GPS observations or other comparable positioning techniques
 EJ1206.and have an estimated accuracy of +/- 3 meters.
 EJ1206
 EJ1206.The orthometric height was determined by differential leveling and
 EJ1206.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1206.in June 1991.
 EJ1206
 EJ1206.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1206.GEOID18 height accuracy estimate available here.
 EJ1206
 EJ1206.Click photographs - Photos may exist for this station.
 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     -   565,195.5     272,714.0     MT  (+/- 3 meters HH1 GPS) 
 EJ1206
 EJ1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT6493778670(NAD 83)
 EJ1206
 EJ1206                          SUPERSEDED SURVEY CONTROL
 EJ1206
 EJ1206.No superseded survey control is available for this station.
 EJ1206
 EJ1206_MARKER: DB = BENCH MARK DISK
 EJ1206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1206_STAMPING: G 138 1935
 EJ1206_MARK LOGO: CGS
 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             CGS
 EJ1206  HISTORY     - 1964     MARK NOT FOUND   CGS
 EJ1206
 EJ1206                          STATION DESCRIPTION
 EJ1206
 EJ1206'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1964
 EJ1206'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0729 ***********************************************************************
 EJ0729  DESIGNATION -  G 139
 EJ0729  PID         -  EJ0729
 EJ0729  STATE/COUNTY-  AR/HOT SPRING
 EJ0729  COUNTRY     -  US
 EJ0729  USGS QUAD   -  SOCIAL HILL (2017)
 EJ0729
 EJ0729                         *CURRENT SURVEY CONTROL
 EJ0729  ______________________________________________________________________
 EJ0729* NAD 83(1986) POSITION- 34 21 36.     (N) 092 52 47.     (W)   SCALED
 EJ0729* NAVD 88 ORTHO HEIGHT -    77.452 (meters)      254.11  (feet) ADJUSTED
 EJ0729  ______________________________________________________________________
 EJ0729  GEOID HEIGHT    -        -26.588 (meters)                     GEOID18
 EJ0729  DYNAMIC HEIGHT  -         77.377 (meters)      253.86  (feet) COMP
 EJ0729  MODELED GRAVITY -    979,674.8   (mgal)                       NAVD 88
 EJ0729
 EJ0729  VERT ORDER      -  SECOND    CLASS 0
 EJ0729
 EJ0729.The horizontal coordinates were scaled from a map and have
 EJ0729.an estimated accuracy of +/- 6 seconds.
 EJ0729
 EJ0729.The orthometric height was determined by differential leveling and
 EJ0729.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0729.in June 1991.
 EJ0729
 EJ0729.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0729.GEOID18 height accuracy estimate available here.
 EJ0729
 EJ0729.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU110020(NAD 83)
 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
 EJ0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0729.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0729
 EJ0729_MARKER: DB = BENCH MARK DISK
 EJ0729_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0729_STAMPING: G 139 1935
 EJ0729_MARK LOGO: CGS
 EJ0729_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0729
 EJ0729  HISTORY     - Date     Condition        Report By
 EJ0729  HISTORY     - 1935     MONUMENTED       CGS
 EJ0729  HISTORY     - 20160613 MARK NOT FOUND   ARHD
 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.
 EJ0729
 EJ0729                          STATION RECOVERY (2016)
 EJ0729
 EJ0729'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (BAB)
 EJ0729'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH2363 ***********************************************************************
 EH2363  DESIGNATION -  G 14
 EH2363  PID         -  EH2363
 EH2363  STATE/COUNTY-  AR/PRAIRIE
 EH2363  COUNTRY     -  US
 EH2363  USGS QUAD   -  SLOVAK (2017)
 EH2363
 EH2363                         *CURRENT SURVEY CONTROL
 EH2363  ______________________________________________________________________
 EH2363* NAD 83(1986) POSITION- 34 37 33.     (N) 091 34 06.     (W)   SCALED
 EH2363* NAVD 88 ORTHO HEIGHT -    66.806 (meters)      219.18  (feet) ADJUSTED
 EH2363  ______________________________________________________________________
 EH2363  GEOID HEIGHT    -        -26.736 (meters)                     GEOID18
 EH2363  DYNAMIC HEIGHT  -         66.742 (meters)      218.97  (feet) COMP
 EH2363  MODELED GRAVITY -    979,684.9   (mgal)                       NAVD 88
 EH2363
 EH2363  VERT ORDER      -  SECOND    CLASS 0
 EH2363
 EH2363.The horizontal coordinates were scaled from a map and have
 EH2363.an estimated accuracy of +/- 6 seconds.
 EH2363
 EH2363.The orthometric height was determined by differential leveling and
 EH2363.adjusted by the NATIONAL GEODETIC SURVEY
 EH2363.in June 1991.
 EH2363
 EH2363.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2363.GEOID18 height accuracy estimate available here.
 EH2363
 EH2363.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU312324(NAD 83)
 EH2363
 EH2363                          SUPERSEDED SURVEY CONTROL
 EH2363
 EH2363  NGVD 29 (11/26/84)   66.807  (m)          219.18   (f) ADJUSTED    2 0
 EH2363
 EH2363.Superseded values are not recommended for survey control.
 EH2363
 EH2363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2363.See file dsdata.pdf to determine how the superseded data were derived.
 EH2363
 EH2363_MARKER: DB = BENCH MARK DISK
 EH2363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2363_STAMPING: G 14 1932
 EH2363_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0716 ***********************************************************************
 EJ0716  DESIGNATION -  G 140
 EJ0716  PID         -  EJ0716
 EJ0716  STATE/COUNTY-  AR/HOT SPRING
 EJ0716  COUNTRY     -  US
 EJ0716  USGS QUAD   -  LAKE CATHERINE (2017)
 EJ0716
 EJ0716                         *CURRENT SURVEY CONTROL
 EJ0716  ______________________________________________________________________
 EJ0716* NAD 83(1986) POSITION- 34 27 32.     (N) 092 53 21.     (W)   SCALED
 EJ0716* NAVD 88 ORTHO HEIGHT -   147.471 (meters)      483.83  (feet) ADJUSTED
 EJ0716  ______________________________________________________________________
 EJ0716  GEOID HEIGHT    -        -26.633 (meters)                     GEOID18
 EJ0716  DYNAMIC HEIGHT  -        147.333 (meters)      483.38  (feet) COMP
 EJ0716  MODELED GRAVITY -    979,694.7   (mgal)                       NAVD 88
 EJ0716
 EJ0716  VERT ORDER      -  SECOND    CLASS 0
 EJ0716
 EJ0716.The horizontal coordinates were scaled from a map and have
 EJ0716.an estimated accuracy of +/- 6 seconds.
 EJ0716
 EJ0716.The orthometric height was determined by differential leveling and
 EJ0716.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0716.in June 1991.
 EJ0716
 EJ0716.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0716.GEOID18 height accuracy estimate available here.
 EJ0716
 EJ0716.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU101130(NAD 83)
 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
 EJ0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0716.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0716
 EJ0716_MARKER: DB = BENCH MARK DISK
 EJ0716_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EJ0716_SP_SET: BRIDGE
 EJ0716_STAMPING: G 140 1935
 EJ0716_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FH0101 ***********************************************************************
 FH0101  DESIGNATION -  G 141
 FH0101  PID         -  FH0101
 FH0101  STATE/COUNTY-  AR/FRANKLIN
 FH0101  COUNTRY     -  US
 FH0101  USGS QUAD   -  MOUNTAINBURG SE (2017)
 FH0101
 FH0101                         *CURRENT SURVEY CONTROL
 FH0101  ______________________________________________________________________
 FH0101* NAD 83(1986) POSITION- 35 35 13.0    (N) 094 03 27.4    (W)   HD_HELD2
 FH0101* NAVD 88 ORTHO HEIGHT -   247.634 (meters)      812.45  (feet) ADJUSTED
 FH0101  ______________________________________________________________________
 FH0101  GEOID HEIGHT    -        -28.949 (meters)                     GEOID18
 FH0101  DYNAMIC HEIGHT  -        247.404 (meters)      811.69  (feet) COMP
 FH0101  MODELED GRAVITY -    979,698.8   (mgal)                       NAVD 88
 FH0101
 FH0101  VERT ORDER      -  SECOND    CLASS 0
 FH0101
 FH0101.The horizontal coordinates were established by autonomous hand held GPS
 FH0101.observations and have an estimated accuracy of +/- 10 meters.
 FH0101
 FH0101.The orthometric height was determined by differential leveling and
 FH0101.adjusted by the NATIONAL GEODETIC SURVEY
 FH0101.in June 1991.
 FH0101
 FH0101.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0101.GEOID18 height accuracy estimate available here.
 FH0101
 FH0101.Click photographs - Photos may exist for this station.
 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     -   141,026.      213,541.      MT  (+/- 10 meters HH2 GPS)
 FH0101
 FH0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV0418338650(NAD 83)
 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
 FH0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0101.See file dsdata.pdf to determine how the superseded data were derived.
 FH0101
 FH0101_MARKER: DB = BENCH MARK DISK
 FH0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0101_STAMPING: G 141 1935
 FH0101_MARK LOGO: CGS
 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             CGS
 FH0101  HISTORY     - 1967     GOOD             USGS
 FH0101
 FH0101                          STATION DESCRIPTION
 FH0101
 FH0101'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG1428 ***********************************************************************
 FG1428  DESIGNATION -  G 142
 FG1428  PID         -  FG1428
 FG1428  STATE/COUNTY-  AR/FRANKLIN
 FG1428  COUNTRY     -  US
 FG1428  USGS QUAD   -  BIDVILLE (2017)
 FG1428
 FG1428                         *CURRENT SURVEY CONTROL
 FG1428  ______________________________________________________________________
 FG1428* NAD 83(1986) POSITION- 35 41 32.     (N) 093 57 50.     (W)   SCALED
 FG1428* NAVD 88 ORTHO HEIGHT -   490.917 (meters)     1610.62  (feet) ADJUSTED
 FG1428  ______________________________________________________________________
 FG1428  GEOID HEIGHT    -        -28.432 (meters)                     GEOID18
 FG1428  DYNAMIC HEIGHT  -        490.445 (meters)     1609.07  (feet) COMP
 FG1428  MODELED GRAVITY -    979,657.1   (mgal)                       NAVD 88
 FG1428
 FG1428  VERT ORDER      -  SECOND    CLASS 0
 FG1428
 FG1428.The horizontal coordinates were scaled from a map and have
 FG1428.an estimated accuracy of +/- 6 seconds.
 FG1428
 FG1428.The orthometric height was determined by differential leveling and
 FG1428.adjusted by the NATIONAL GEODETIC SURVEY
 FG1428.in June 1991.
 FG1428
 FG1428.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1428.GEOID18 height accuracy estimate available here.
 FG1428
 FG1428.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV127502(NAD 83)
 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
 FG1428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1428.See file dsdata.pdf to determine how the superseded data were derived.
 FG1428
 FG1428_MARKER: DB = BENCH MARK DISK
 FG1428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1428_STAMPING: G 142 1935
 FG1428_MARK LOGO: CGS
 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             CGS
 FG1428
 FG1428                          STATION DESCRIPTION
 FG1428
 FG1428'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG1372 ***********************************************************************
 FG1372  DESIGNATION -  G 143
 FG1372  PID         -  FG1372
 FG1372  STATE/COUNTY-  AR/MADISON
 FG1372  COUNTRY     -  US
 FG1372  USGS QUAD   -  DELANEY (2017)
 FG1372
 FG1372                         *CURRENT SURVEY CONTROL
 FG1372  ______________________________________________________________________
 FG1372* NAD 83(1986) POSITION- 35 45 53.6    (N) 093 54 51.7    (W)   HD_HELD2
 FG1372* NAVD 88 ORTHO HEIGHT -   720.928 (meters)     2365.24  (feet) ADJUSTED
 FG1372  ______________________________________________________________________
 FG1372  GEOID HEIGHT    -        -28.164 (meters)                     GEOID18
 FG1372  DYNAMIC HEIGHT  -        720.218 (meters)     2362.92  (feet) COMP
 FG1372  MODELED GRAVITY -    979,624.5   (mgal)                       NAVD 88
 FG1372
 FG1372  VERT ORDER      -  SECOND    CLASS 0
 FG1372
 FG1372.The horizontal coordinates were established by autonomous hand held GPS
 FG1372.observations and have an estimated accuracy of +/- 10 meters.
 FG1372
 FG1372.The orthometric height was determined by differential leveling and
 FG1372.adjusted by the NATIONAL GEODETIC SURVEY
 FG1372.in June 1991.
 FG1372
 FG1372.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1372.GEOID18 height accuracy estimate available here.
 FG1372
 FG1372.Click photographs - Photos may exist for this station.
 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     -   160,502.      226,904.      MT  (+/- 10 meters HH2 GPS)
 FG1372
 FG1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV1734558257(NAD 83)
 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
 FG1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1372.See file dsdata.pdf to determine how the superseded data were derived.
 FG1372
 FG1372_MARKER: DB = BENCH MARK DISK
 FG1372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1372_STAMPING: G 143 1935
 FG1372_MARK LOGO: CGS
 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   CGS
 FG1372  HISTORY     - 1972     MARK NOT FOUND   NGS
 FG1372
 FG1372                          STATION DESCRIPTION
 FG1372
 FG1372'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG1420 ***********************************************************************
 FG1420  DESIGNATION -  G 144
 FG1420  PID         -  FG1420
 FG1420  STATE/COUNTY-  AR/WASHINGTON
 FG1420  COUNTRY     -  US
 FG1420  USGS QUAD   -  DELANEY (2017)
 FG1420
 FG1420                         *CURRENT SURVEY CONTROL
 FG1420  ______________________________________________________________________
 FG1420* NAD 83(1986) POSITION- 35 47 04.     (N) 093 58 31.     (W)   SCALED
 FG1420* NAVD 88 ORTHO HEIGHT -   688.650 (meters)     2259.35  (feet) ADJUSTED
 FG1420  ______________________________________________________________________
 FG1420  GEOID HEIGHT    -        -28.128 (meters)                     GEOID18
 FG1420  DYNAMIC HEIGHT  -        687.971 (meters)     2257.12  (feet) COMP
 FG1420  MODELED GRAVITY -    979,623.6   (mgal)                       NAVD 88
 FG1420
 FG1420  VERT ORDER      -  SECOND    CLASS 0
 FG1420
 FG1420.The horizontal coordinates were scaled from a map and have
 FG1420.an estimated accuracy of +/- 6 seconds.
 FG1420
 FG1420.The orthometric height was determined by differential leveling and
 FG1420.adjusted by the NATIONAL GEODETIC SURVEY
 FG1420.in June 1991.
 FG1420
 FG1420.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1420.GEOID18 height accuracy estimate available here.
 FG1420
 FG1420.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV118604(NAD 83)
 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
 FG1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1420.See file dsdata.pdf to determine how the superseded data were derived.
 FG1420
 FG1420_MARKER: DB = BENCH MARK DISK
 FG1420_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG1420_STAMPING: G 144 1935
 FG1420_MARK LOGO: CGS
 FG1420_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG1420
 FG1420  HISTORY     - Date     Condition        Report By
 FG1420  HISTORY     - 1935     MONUMENTED       CGS
 FG1420  HISTORY     - 1960     GOOD             CGS
 FG1420  HISTORY     - 1973     MARK NOT FOUND   NGS
 FG1420
 FG1420                          STATION DESCRIPTION
 FG1420
 FG1420'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG1357 ***********************************************************************
 FG1357  DESIGNATION -  G 145
 FG1357  PID         -  FG1357
 FG1357  STATE/COUNTY-  AR/MADISON
 FG1357  COUNTRY     -  US
 FG1357  USGS QUAD   -  WEATHERS (2017)
 FG1357
 FG1357                         *CURRENT SURVEY CONTROL
 FG1357  ______________________________________________________________________
 FG1357* NAD 83(1986) POSITION- 35 54 13.     (N) 093 30 20.     (W)   SCALED
 FG1357* NAVD 88 ORTHO HEIGHT -   678.046 (meters)     2224.56  (feet) ADJUSTED
 FG1357  ______________________________________________________________________
 FG1357  GEOID HEIGHT    -        -27.881 (meters)                     GEOID18
 FG1357  DYNAMIC HEIGHT  -        677.394 (meters)     2222.42  (feet) COMP
 FG1357  MODELED GRAVITY -    979,648.8   (mgal)                       NAVD 88
 FG1357
 FG1357  VERT ORDER      -  SECOND    CLASS 0
 FG1357
 FG1357.The horizontal coordinates were scaled from a map and have
 FG1357.an estimated accuracy of +/- 6 seconds.
 FG1357
 FG1357.The orthometric height was determined by differential leveling and
 FG1357.adjusted by the NATIONAL GEODETIC SURVEY
 FG1357.in June 1991.
 FG1357
 FG1357.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1357.GEOID18 height accuracy estimate available here.
 FG1357
 FG1357.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV543733(NAD 83)
 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
 FG1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1357.See file dsdata.pdf to determine how the superseded data were derived.
 FG1357
 FG1357_MARKER: DB = BENCH MARK DISK
 FG1357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1357_STAMPING: G 145 1935
 FG1357_MARK LOGO: CGS
 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             CGS
 FG1357
 FG1357                          STATION DESCRIPTION
 FG1357
 FG1357'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG0720 ***********************************************************************
 FG0720  DESIGNATION -  G 146
 FG0720  PID         -  FG0720
 FG0720  STATE/COUNTY-  AR/SEARCY
 FG0720  COUNTRY     -  US
 FG0720  USGS QUAD   -  EULA (2017)
 FG0720
 FG0720                         *CURRENT SURVEY CONTROL
 FG0720  ______________________________________________________________________
 FG0720* NAD 83(1986) POSITION- 35 57 43.     (N) 092 55 04.     (W)   SCALED
 FG0720* NAVD 88 ORTHO HEIGHT -   324.813 (meters)     1065.66  (feet) ADJUSTED
 FG0720  ______________________________________________________________________
 FG0720  GEOID HEIGHT    -        -28.283 (meters)                     GEOID18
 FG0720  DYNAMIC HEIGHT  -        324.520 (meters)     1064.70  (feet) COMP
 FG0720  MODELED GRAVITY -    979,721.4   (mgal)                       NAVD 88
 FG0720
 FG0720  VERT ORDER      -  SECOND    CLASS 0
 FG0720
 FG0720.The horizontal coordinates were scaled from a map and have
 FG0720.an estimated accuracy of +/- 6 seconds.
 FG0720
 FG0720.The orthometric height was determined by differential leveling and
 FG0720.adjusted by the NATIONAL GEODETIC SURVEY
 FG0720.in June 1991.
 FG0720
 FG0720.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0720.GEOID18 height accuracy estimate available here.
 FG0720
 FG0720.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV074797(NAD 83)
 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
 FG0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0720.See file dsdata.pdf to determine how the superseded data were derived.
 FG0720
 FG0720_MARKER: DB = BENCH MARK DISK
 FG0720_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0720_STAMPING: G 146 1935
 FG0720_MARK LOGO: CGS
 FG0720_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0514 ***********************************************************************
 FG0514  DESIGNATION -  G 147
 FG0514  PID         -  FG0514
 FG0514  STATE/COUNTY-  AR/SEARCY
 FG0514  COUNTRY     -  US
 FG0514  USGS QUAD   -  MOORE (2017)
 FG0514
 FG0514                         *CURRENT SURVEY CONTROL
 FG0514  ______________________________________________________________________
 FG0514* NAD 83(1986) POSITION- 35 45 21.73   (N) 092 54 23.29   (W)   HD_HELD1
 FG0514* NAVD 88 ORTHO HEIGHT -   543.153 (meters)     1781.99  (feet) ADJUSTED
 FG0514  ______________________________________________________________________
 FG0514  GEOID HEIGHT    -        -28.021 (meters)                     GEOID18
 FG0514  DYNAMIC HEIGHT  -        542.628 (meters)     1780.27  (feet) COMP
 FG0514  MODELED GRAVITY -    979,648.8   (mgal)                       NAVD 88
 FG0514
 FG0514  VERT ORDER      -  SECOND    CLASS 0
 FG0514
 FG0514.The horizontal coordinates were determined by differentially corrected
 FG0514.hand held GPS observations or other comparable positioning techniques
 FG0514.and have an estimated accuracy of +/- 3 meters.
 FG0514
 FG0514.The orthometric height was determined by differential leveling and
 FG0514.adjusted by the NATIONAL GEODETIC SURVEY
 FG0514.in June 1991.
 FG0514
 FG0514.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0514.GEOID18 height accuracy estimate available here.
 FG0514
 FG0514.Click photographs - Photos may exist for this station.
 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     -   158,214.8     318,024.4     MT  (+/- 3 meters HH1 GPS) 
 FG0514
 FG0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV0845556893(NAD 83)
 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
 FG0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0514.See file dsdata.pdf to determine how the superseded data were derived.
 FG0514
 FG0514_MARKER: DB = BENCH MARK DISK
 FG0514_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0514_STAMPING: G 147 1935
 FG0514_MARK LOGO: CGS
 FG0514_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0664 ***********************************************************************
 FG0664  DESIGNATION -  G 148
 FG0664  PID         -  FG0664
 FG0664  STATE/COUNTY-  AR/POPE
 FG0664  COUNTRY     -  US
 FG0664  USGS QUAD   -  LOST CORNER (2017)
 FG0664
 FG0664                         *CURRENT SURVEY CONTROL
 FG0664  ______________________________________________________________________
 FG0664* NAD 83(1986) POSITION- 35 36 16.1    (N) 092 50 20.7    (W)   HD_HELD2
 FG0664* NAVD 88 ORTHO HEIGHT -   296.806 (meters)      973.77  (feet) ADJUSTED
 FG0664  ______________________________________________________________________
 FG0664  GEOID HEIGHT    -        -28.181 (meters)                     GEOID18
 FG0664  DYNAMIC HEIGHT  -        296.515 (meters)      972.82  (feet) COMP
 FG0664  MODELED GRAVITY -    979,647.4   (mgal)                       NAVD 88
 FG0664
 FG0664  VERT ORDER      -  SECOND    CLASS 0
 FG0664
 FG0664.The horizontal coordinates were established by autonomous hand held GPS
 FG0664.observations and have an estimated accuracy of +/- 10 meters.
 FG0664
 FG0664.The orthometric height was determined by differential leveling and
 FG0664.adjusted by the NATIONAL GEODETIC SURVEY
 FG0664.in June 1991.
 FG0664
 FG0664.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0664.GEOID18 height accuracy estimate available here.
 FG0664
 FG0664.Click photographs - Photos may exist for this station.
 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     -   141,346.      323,975.      MT  (+/- 10 meters HH2 GPS)
 FG0664
 FG0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV1457540092(NAD 83)
 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
 FG0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0664.See file dsdata.pdf to determine how the superseded data were derived.
 FG0664
 FG0664_MARKER: DB = BENCH MARK DISK
 FG0664_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0664_STAMPING: G 148 1935
 FG0664_MARK LOGO: CGS
 FG0664_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0638 ***********************************************************************
 FG0638  DESIGNATION -  G 150
 FG0638  PID         -  FG0638
 FG0638  STATE/COUNTY-  AR/VAN BUREN
 FG0638  COUNTRY     -  US
 FG0638  USGS QUAD   -  BOTKINBURG (2017)
 FG0638
 FG0638                         *CURRENT SURVEY CONTROL
 FG0638  ______________________________________________________________________
 FG0638* NAD 83(1986) POSITION- 35 44 13.15   (N) 092 34 53.49   (W)   HD_HELD1
 FG0638* NAVD 88 ORTHO HEIGHT -   441.940 (meters)     1449.93  (feet) ADJUSTED
 FG0638  ______________________________________________________________________
 FG0638  GEOID HEIGHT    -        -27.911 (meters)                     GEOID18
 FG0638  DYNAMIC HEIGHT  -        441.524 (meters)     1448.57  (feet) COMP
 FG0638  MODELED GRAVITY -    979,677.9   (mgal)                       NAVD 88
 FG0638
 FG0638  VERT ORDER      -  SECOND    CLASS 0
 FG0638
 FG0638.The horizontal coordinates were determined by differentially corrected
 FG0638.hand held GPS observations or other comparable positioning techniques
 FG0638.and have an estimated accuracy of +/- 3 meters.
 FG0638
 FG0638.The orthometric height was determined by differential leveling and
 FG0638.adjusted by the NATIONAL GEODETIC SURVEY
 FG0638.in June 1991.
 FG0638
 FG0638.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0638.GEOID18 height accuracy estimate available here.
 FG0638
 FG0638.Click photographs - Photos may exist for this station.
 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     -   155,879.3     347,397.5     MT  (+/- 3 meters HH1 GPS) 
 FG0638
 FG0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV3784154857(NAD 83)
 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
 FG0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0638.See file dsdata.pdf to determine how the superseded data were derived.
 FG0638
 FG0638_MARKER: DB = BENCH MARK DISK
 FG0638_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0638_STAMPING: G 150 1935
 FG0638_MARK LOGO: CGS
 FG0638_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1223 ***********************************************************************
 EJ1223  DESIGNATION -  G 151
 EJ1223  PID         -  EJ1223
 EJ1223  STATE/COUNTY-  AR/CLARK
 EJ1223  COUNTRY     -  US
 EJ1223  USGS QUAD   -  HOLLYWOOD (2017)
 EJ1223
 EJ1223                         *CURRENT SURVEY CONTROL
 EJ1223  ______________________________________________________________________
 EJ1223* NAD 83(1986) POSITION- 34 03 32.48   (N) 093 14 31.93   (W)   HD_HELD1
 EJ1223* NAVD 88 ORTHO HEIGHT -    66.538 (meters)      218.30  (feet) ADJUSTED
 EJ1223  ______________________________________________________________________
 EJ1223  GEOID HEIGHT    -        -26.955 (meters)                     GEOID18
 EJ1223  DYNAMIC HEIGHT  -         66.471 (meters)      218.08  (feet) COMP
 EJ1223  MODELED GRAVITY -    979,634.5   (mgal)                       NAVD 88
 EJ1223
 EJ1223  VERT ORDER      -  SECOND    CLASS 0
 EJ1223
 EJ1223.The horizontal coordinates were determined by differentially corrected
 EJ1223.hand held GPS observations or other comparable positioning techniques
 EJ1223.and have an estimated accuracy of +/- 3 meters.
 EJ1223
 EJ1223.The orthometric height was determined by differential leveling and
 EJ1223.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1223.in June 1991.
 EJ1223
 EJ1223.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1223.GEOID18 height accuracy estimate available here.
 EJ1223
 EJ1223.Click photographs - Photos may exist for this station.
 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     -   555,124.9     285,330.9     MT  (+/- 3 meters HH1 GPS) 
 EJ1223
 EJ1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT7764868726(NAD 83)
 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
 EJ1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1223.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1223
 EJ1223_MARKER: DB = BENCH MARK DISK
 EJ1223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1223_STAMPING: G 151 1935
 EJ1223_MARK LOGO: CGS
 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 - August 17, 2011
 EJ1223
 EJ1223  HISTORY     - Date     Condition        Report By
 EJ1223  HISTORY     - 1935     MONUMENTED       CGS
 EJ1223  HISTORY     - 1935     GOOD             CGS
 EJ1223  HISTORY     - 1964     MARK NOT FOUND   CGS
 EJ1223  HISTORY     - 20050201 GOOD             ARHD
 EJ1223  HISTORY     - 20110817 GOOD             BFENG
 EJ1223
 EJ1223                          STATION DESCRIPTION
 EJ1223
 EJ1223'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1964
 EJ1223'MARK NOT FOUND.
 EJ1223
 EJ1223                          STATION RECOVERY (2005)
 EJ1223
 EJ1223'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2005 (MSK)
 EJ1223'RECOVERED AS DESCRIBED, GOOD CONDITION
 EJ1223
 EJ1223                          STATION RECOVERY (2011)
 EJ1223
 EJ1223'RECOVERY NOTE BY B AND F ENGINEERING 2011 (KDW)
 EJ1223'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0561 ***********************************************************************
 GF0561  DESIGNATION -  G 157
 GF0561  PID         -  GF0561
 GF0561  STATE/COUNTY-  AR/CARROLL
 GF0561  COUNTRY     -  US
 GF0561  USGS QUAD   -  BERRYVILLE (2017)
 GF0561
 GF0561                         *CURRENT SURVEY CONTROL
 GF0561  ______________________________________________________________________
 GF0561* NAD 83(1986) POSITION- 36 15 19.     (N) 093 32 59.     (W)   SCALED
 GF0561* NAVD 88 ORTHO HEIGHT -   406.652 (meters)     1334.16  (feet) ADJUSTED
 GF0561  ______________________________________________________________________
 GF0561  GEOID HEIGHT    -        -28.126 (meters)                     GEOID18
 GF0561  DYNAMIC HEIGHT  -        406.286 (meters)     1332.96  (feet) COMP
 GF0561  MODELED GRAVITY -    979,720.3   (mgal)                       NAVD 88
 GF0561
 GF0561  VERT ORDER      -  SECOND    CLASS 0
 GF0561
 GF0561.The horizontal coordinates were scaled from a map and have
 GF0561.an estimated accuracy of +/- 6 seconds.
 GF0561
 GF0561.The orthometric height was determined by differential leveling and
 GF0561.adjusted by the NATIONAL GEODETIC SURVEY
 GF0561.in June 1991.
 GF0561
 GF0561.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0561.GEOID18 height accuracy estimate available here.
 GF0561
 GF0561.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA506124(NAD 83)
 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
 GF0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0561.See file dsdata.pdf to determine how the superseded data were derived.
 GF0561
 GF0561_MARKER: DB = BENCH MARK DISK
 GF0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0561_STAMPING: G 157 1935
 GF0561_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0436 ***********************************************************************
 GF0436  DESIGNATION -  G 158
 GF0436  PID         -  GF0436
 GF0436  STATE/COUNTY-  AR/CARROLL
 GF0436  COUNTRY     -  US
 GF0436  USGS QUAD   -  OSAGE NE (2017)
 GF0436
 GF0436                         *CURRENT SURVEY CONTROL
 GF0436  ______________________________________________________________________
 GF0436* NAD 83(1986) POSITION- 36 09 53.     (N) 093 21 12.     (W)   SCALED
 GF0436* NAVD 88 ORTHO HEIGHT -   427.244 (meters)     1401.72  (feet) ADJUSTED
 GF0436  ______________________________________________________________________
 GF0436  GEOID HEIGHT    -        -28.018 (meters)                     GEOID18
 GF0436  DYNAMIC HEIGHT  -        426.852 (meters)     1400.43  (feet) COMP
 GF0436  MODELED GRAVITY -    979,704.1   (mgal)                       NAVD 88
 GF0436
 GF0436  VERT ORDER      -  SECOND    CLASS 0
 GF0436
 GF0436.The horizontal coordinates were scaled from a map and have
 GF0436.an estimated accuracy of +/- 6 seconds.
 GF0436
 GF0436.The orthometric height was determined by differential leveling and
 GF0436.adjusted by the NATIONAL GEODETIC SURVEY
 GF0436.in June 1991.
 GF0436
 GF0436.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0436.GEOID18 height accuracy estimate available here.
 GF0436
 GF0436.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA682022(NAD 83)
 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
 GF0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0436.See file dsdata.pdf to determine how the superseded data were derived.
 GF0436
 GF0436_MARKER: DB = BENCH MARK DISK
 GF0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0436_STAMPING: G 158 1935
 GF0436_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1194 ***********************************************************************
 FF1194  DESIGNATION -  G 16
 FF1194  PID         -  FF1194
 FF1194  STATE/COUNTY-  AR/JACKSON
 FF1194  COUNTRY     -  US
 FF1194  USGS QUAD   -  BEEDEVILLE (2017)
 FF1194
 FF1194                         *CURRENT SURVEY CONTROL
 FF1194  ______________________________________________________________________
 FF1194* NAD 83(1986) POSITION- 35 23 54.     (N) 091 02 57.     (W)   SCALED
 FF1194* NAVD 88 ORTHO HEIGHT -    67.786 (meters)      222.39  (feet) ADJUSTED
 FF1194  ______________________________________________________________________
 FF1194  GEOID HEIGHT    -        -27.402 (meters)                     GEOID18
 FF1194  DYNAMIC HEIGHT  -         67.725 (meters)      222.19  (feet) COMP
 FF1194  MODELED GRAVITY -    979,749.0   (mgal)                       NAVD 88
 FF1194
 FF1194  VERT ORDER      -  SECOND    CLASS 0
 FF1194
 FF1194.The horizontal coordinates were scaled from a map and have
 FF1194.an estimated accuracy of +/- 6 seconds.
 FF1194
 FF1194.The orthometric height was determined by differential leveling and
 FF1194.adjusted by the NATIONAL GEODETIC SURVEY
 FF1194.in June 1991.
 FF1194
 FF1194.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1194.GEOID18 height accuracy estimate available here.
 FF1194
 FF1194.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV771189(NAD 83)
 FF1194
 FF1194                          SUPERSEDED SURVEY CONTROL
 FF1194
 FF1194  NGVD 29 (11/26/84)   67.741  (m)          222.25   (f) ADJUSTED    2 0
 FF1194
 FF1194.Superseded values are not recommended for survey control.
 FF1194
 FF1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1194.See file dsdata.pdf to determine how the superseded data were derived.
 FF1194
 FF1194_MARKER: DB = BENCH MARK DISK
 FF1194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1194_STAMPING: 222.194 G 16 1932
 FF1194_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0797 ***********************************************************************
 EJ0797  DESIGNATION -  G 161
 EJ0797  PID         -  EJ0797
 EJ0797  STATE/COUNTY-  AR/SALINE
 EJ0797  COUNTRY     -  US
 EJ0797  USGS QUAD   -  PARON (2017)
 EJ0797
 EJ0797                         *CURRENT SURVEY CONTROL
 EJ0797  ______________________________________________________________________
 EJ0797* NAD 83(1986) POSITION- 34 47 22.     (N) 092 50 03.     (W)   SCALED
 EJ0797* NAVD 88 ORTHO HEIGHT -   225.450 (meters)      739.66  (feet) ADJUSTED
 EJ0797  ______________________________________________________________________
 EJ0797  GEOID HEIGHT    -        -27.602 (meters)                     GEOID18
 EJ0797  DYNAMIC HEIGHT  -        225.230 (meters)      738.94  (feet) COMP
 EJ0797  MODELED GRAVITY -    979,653.5   (mgal)                       NAVD 88
 EJ0797
 EJ0797  VERT ORDER      -  SECOND    CLASS 0
 EJ0797
 EJ0797.The horizontal coordinates were scaled from a map and have
 EJ0797.an estimated accuracy of +/- 6 seconds.
 EJ0797
 EJ0797.The orthometric height was determined by differential leveling and
 EJ0797.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0797.in June 1991.
 EJ0797
 EJ0797.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0797.GEOID18 height accuracy estimate available here.
 EJ0797
 EJ0797.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU151497(NAD 83)
 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
 EJ0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0797.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0797
 EJ0797_MARKER: DB = BENCH MARK DISK
 EJ0797_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0797_STAMPING: G 161 1935
 EJ0797_MARK LOGO: CGS
 EJ0797_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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'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 = MARCH 20, 2026 22:17:28 EDT
 EJ0838 ***********************************************************************
 EJ0838  DESIGNATION -  G 162
 EJ0838  PID         -  EJ0838
 EJ0838  STATE/COUNTY-  AR/SALINE
 EJ0838  COUNTRY     -  US
 EJ0838  USGS QUAD   -  GOOSEPOND MOUNTAIN (2017)
 EJ0838
 EJ0838                         *CURRENT SURVEY CONTROL
 EJ0838  ______________________________________________________________________
 EJ0838* NAD 83(1986) POSITION- 34 38 34.     (N) 092 53 01.     (W)   SCALED
 EJ0838* NAVD 88 ORTHO HEIGHT -   161.488 (meters)      529.82  (feet) ADJUSTED
 EJ0838  ______________________________________________________________________
 EJ0838  GEOID HEIGHT    -        -27.208 (meters)                     GEOID18
 EJ0838  DYNAMIC HEIGHT  -        161.333 (meters)      529.31  (feet) COMP
 EJ0838  MODELED GRAVITY -    979,672.8   (mgal)                       NAVD 88
 EJ0838
 EJ0838  VERT ORDER      -  SECOND    CLASS 0
 EJ0838
 EJ0838.The horizontal coordinates were scaled from a map and have
 EJ0838.an estimated accuracy of +/- 6 seconds.
 EJ0838
 EJ0838.The orthometric height was determined by differential leveling and
 EJ0838.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0838.in June 1991.
 EJ0838
 EJ0838.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0838.GEOID18 height accuracy estimate available here.
 EJ0838
 EJ0838.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU106334(NAD 83)
 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
 EJ0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0838.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0838
 EJ0838_MARKER: DB = BENCH MARK DISK
 EJ0838_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0838_STAMPING: G 162 1935
 EJ0838_MARK LOGO: CGS
 EJ0838_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1094 ***********************************************************************
 EJ1094  DESIGNATION -  G 163
 EJ1094  PID         -  EJ1094
 EJ1094  STATE/COUNTY-  AR/GARLAND
 EJ1094  COUNTRY     -  US
 EJ1094  USGS QUAD   -  CRYSTAL SPRINGS (2017)
 EJ1094
 EJ1094                         *CURRENT SURVEY CONTROL
 EJ1094  ______________________________________________________________________
 EJ1094* NAD 83(1986) POSITION- 34 35 14.     (N) 093 19 15.     (W)   SCALED
 EJ1094* NAVD 88 ORTHO HEIGHT -   149.732 (meters)      491.25  (feet) ADJUSTED
 EJ1094  ______________________________________________________________________
 EJ1094  GEOID HEIGHT    -        -28.036 (meters)                     GEOID18
 EJ1094  DYNAMIC HEIGHT  -        149.584 (meters)      490.76  (feet) COMP
 EJ1094  MODELED GRAVITY -    979,642.0   (mgal)                       NAVD 88
 EJ1094
 EJ1094  VERT ORDER      -  SECOND    CLASS 0
 EJ1094
 EJ1094.The horizontal coordinates were scaled from a map and have
 EJ1094.an estimated accuracy of +/- 6 seconds.
 EJ1094
 EJ1094.The orthometric height was determined by differential leveling and
 EJ1094.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1094.in June 1991.
 EJ1094
 EJ1094.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1094.GEOID18 height accuracy estimate available here.
 EJ1094
 EJ1094.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU705273(NAD 83)
 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
 EJ1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1094.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1094
 EJ1094_MARKER: DB = BENCH MARK DISK
 EJ1094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1094_STAMPING: G 163 1935
 EJ1094_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1631 ***********************************************************************
 FF1631  DESIGNATION -  G 165
 FF1631  PID         -  FF1631
 FF1631  STATE/COUNTY-  AR/INDEPENDENCE
 FF1631  COUNTRY     -  US
 FF1631  USGS QUAD   -  SULPHUR ROCK (2017)
 FF1631
 FF1631                         *CURRENT SURVEY CONTROL
 FF1631  ______________________________________________________________________
 FF1631* NAD 83(1986) POSITION- 35 47 16.     (N) 091 37 18.     (W)   SCALED
 FF1631* NAVD 88 ORTHO HEIGHT -    83.847 (meters)      275.09  (feet) ADJUSTED
 FF1631  ______________________________________________________________________
 FF1631  GEOID HEIGHT    -        -27.626 (meters)                     GEOID18
 FF1631  DYNAMIC HEIGHT  -         83.775 (meters)      274.85  (feet) COMP
 FF1631  MODELED GRAVITY -    979,773.9   (mgal)                       NAVD 88
 FF1631
 FF1631  VERT ORDER      -  SECOND    CLASS 0
 FF1631
 FF1631.The horizontal coordinates were scaled from a map and have
 FF1631.an estimated accuracy of +/- 6 seconds.
 FF1631
 FF1631.The orthometric height was determined by differential leveling and
 FF1631.adjusted by the NATIONAL GEODETIC SURVEY
 FF1631.in June 1991.
 FF1631
 FF1631.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1631.GEOID18 height accuracy estimate available here.
 FF1631
 FF1631.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV245612(NAD 83)
 FF1631
 FF1631                          SUPERSEDED SURVEY CONTROL
 FF1631
 FF1631  NGVD 29 (11/26/84)   83.775  (m)          274.85   (f) ADJUSTED    2 0
 FF1631
 FF1631.Superseded values are not recommended for survey control.
 FF1631
 FF1631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1631.See file dsdata.pdf to determine how the superseded data were derived.
 FF1631
 FF1631_MARKER: DB = BENCH MARK DISK
 FF1631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1631_STAMPING: G 165 1955
 FF1631_MARK LOGO: CGS
 FF1631_PROJECTION: PROJECTING 18 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0604 ***********************************************************************
 GE0604  DESIGNATION -  G 166
 GE0604  PID         -  GE0604
 GE0604  STATE/COUNTY-  AR/SHARP
 GE0604  COUNTRY     -  US
 GE0604  USGS QUAD   -  STUART (2017)
 GE0604
 GE0604                         *CURRENT SURVEY CONTROL
 GE0604  ______________________________________________________________________
 GE0604* NAD 83(1986) POSITION- 36 16 54.91   (N) 091 30 34.03   (W)   HD_HELD1
 GE0604* NAVD 88 ORTHO HEIGHT -   210.784 (meters)      691.55  (feet) ADJUSTED
 GE0604  ______________________________________________________________________
 GE0604  GEOID HEIGHT    -        -28.351 (meters)                     GEOID18
 GE0604  DYNAMIC HEIGHT  -        210.606 (meters)      690.96  (feet) COMP
 GE0604  MODELED GRAVITY -    979,783.1   (mgal)                       NAVD 88
 GE0604
 GE0604  VERT ORDER      -  SECOND    CLASS 0
 GE0604
 GE0604.The horizontal coordinates were determined by differentially corrected
 GE0604.hand held GPS observations or other comparable positioning techniques
 GE0604.and have an estimated accuracy of +/- 3 meters.
 GE0604
 GE0604.The orthometric height was determined by differential leveling and
 GE0604.adjusted by the NATIONAL GEODETIC SURVEY
 GE0604.in June 1991.
 GE0604
 GE0604.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0604.GEOID18 height accuracy estimate available here.
 GE0604
 GE0604.Click photographs - Photos may exist for this station.
 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     -   216,297.1     444,071.8     MT  (+/- 3 meters HH1 GPS) 
 GE0604
 GE0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA3386416248(NAD 83)
 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
 GE0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0604.See file dsdata.pdf to determine how the superseded data were derived.
 GE0604
 GE0604_MARKER: DB = BENCH MARK DISK
 GE0604_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GE0604_SP_SET: CULVERT HEADWALL
 GE0604_STAMPING: G 166 1955
 GE0604_MARK LOGO: CGS
 GE0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0604+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0629 ***********************************************************************
 GE0629  DESIGNATION -  G 167
 GE0629  PID         -  GE0629
 GE0629  STATE/COUNTY-  AR/SHARP
 GE0629  COUNTRY     -  US
 GE0629  USGS QUAD   -  ASH FLAT (2017)
 GE0629
 GE0629                         *CURRENT SURVEY CONTROL
 GE0629  ______________________________________________________________________
 GE0629* NAD 83(1986) POSITION- 36 09 06.     (N) 091 36 58.     (W)   SCALED
 GE0629* NAVD 88 ORTHO HEIGHT -   235.389 (meters)      772.27  (feet) ADJUSTED
 GE0629  ______________________________________________________________________
 GE0629  GEOID HEIGHT    -        -28.096 (meters)                     GEOID18
 GE0629  DYNAMIC HEIGHT  -        235.188 (meters)      771.61  (feet) COMP
 GE0629  MODELED GRAVITY -    979,773.5   (mgal)                       NAVD 88
 GE0629
 GE0629  VERT ORDER      -  SECOND    CLASS 0
 GE0629
 GE0629.The horizontal coordinates were scaled from a map and have
 GE0629.an estimated accuracy of +/- 6 seconds.
 GE0629
 GE0629.The orthometric height was determined by differential leveling and
 GE0629.adjusted by the NATIONAL GEODETIC SURVEY
 GE0629.in June 1991.
 GE0629
 GE0629.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0629.GEOID18 height accuracy estimate available here.
 GE0629
 GE0629.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA244016(NAD 83)
 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
 GE0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0629.See file dsdata.pdf to determine how the superseded data were derived.
 GE0629
 GE0629_MARKER: DB = BENCH MARK DISK
 GE0629_SETTING: 66 = SET IN ROCK OUTCROP
 GE0629_STAMPING: G 167 1955
 GE0629_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1190 ***********************************************************************
 EH1190  DESIGNATION -  G 168
 EH1190  PID         -  EH1190
 EH1190  STATE/COUNTY-  AR/MONROE
 EH1190  COUNTRY     -  US
 EH1190  USGS QUAD   -  ULM (2017)
 EH1190
 EH1190                         *CURRENT SURVEY CONTROL
 EH1190  ______________________________________________________________________
 EH1190* NAD 83(1986) POSITION- 34 36 40.7    (N) 091 24 46.9    (W)   HD_HELD2
 EH1190* NAVD 88 ORTHO HEIGHT -    62.370 (meters)      204.63  (feet) ADJUSTED
 EH1190  ______________________________________________________________________
 EH1190  GEOID HEIGHT    -        -26.764 (meters)                     GEOID18
 EH1190  DYNAMIC HEIGHT  -         62.310 (meters)      204.43  (feet) COMP
 EH1190  MODELED GRAVITY -    979,684.1   (mgal)                       NAVD 88
 EH1190
 EH1190  VERT ORDER      -  FIRST     CLASS II
 EH1190
 EH1190.The horizontal coordinates were established by autonomous hand held GPS
 EH1190.observations and have an estimated accuracy of +/- 10 meters.
 EH1190
 EH1190.The orthometric height was determined by differential leveling and
 EH1190.adjusted by the NATIONAL GEODETIC SURVEY
 EH1190.in June 1991.
 EH1190
 EH1190.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1190.GEOID18 height accuracy estimate available here.
 EH1190
 EH1190.Click photographs - Photos may exist for this station.
 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     -   615,844.      453,834.      MT  (+/- 10 meters HH2 GPS)
 EH1190
 EH1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU4550131084(NAD 83)
 EH1190
 EH1190                          SUPERSEDED SURVEY CONTROL
 EH1190
 EH1190  NGVD 29 (11/26/84)   62.394  (m)          204.70   (f) ADJUSTED    1 2
 EH1190
 EH1190.Superseded values are not recommended for survey control.
 EH1190
 EH1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1190.See file dsdata.pdf to determine how the superseded data were derived.
 EH1190
 EH1190_MARKER: DB = BENCH MARK DISK
 EH1190_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH1190_SP_SET: BRIDGE
 EH1190_STAMPING: G 168 1955
 EH1190_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1160 ***********************************************************************
 EH1160  DESIGNATION -  G 169
 EH1160  PID         -  EH1160
 EH1160  STATE/COUNTY-  AR/ST FRANCIS
 EH1160  COUNTRY     -  US
 EH1160  USGS QUAD   -  WHEATLEY (2017)
 EH1160
 EH1160                         *CURRENT SURVEY CONTROL
 EH1160  ______________________________________________________________________
 EH1160* NAD 83(1986) POSITION- 34 55 03.5    (N) 091 05 27.8    (W)   HD_HELD2
 EH1160* NAVD 88 ORTHO HEIGHT -    63.711 (meters)      209.03  (feet) ADJUSTED
 EH1160  ______________________________________________________________________
 EH1160  GEOID HEIGHT    -        -26.847 (meters)                     GEOID18
 EH1160  DYNAMIC HEIGHT  -         63.653 (meters)      208.83  (feet) COMP
 EH1160  MODELED GRAVITY -    979,721.0   (mgal)                       NAVD 88
 EH1160
 EH1160  VERT ORDER      -  FIRST     CLASS II
 EH1160
 EH1160.The horizontal coordinates were established by autonomous hand held GPS
 EH1160.observations and have an estimated accuracy of +/- 10 meters.
 EH1160
 EH1160.The orthometric height was determined by differential leveling and
 EH1160.adjusted by the NATIONAL GEODETIC SURVEY
 EH1160.in June 1991.
 EH1160
 EH1160.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1160.GEOID18 height accuracy estimate available here.
 EH1160
 EH1160.Click photographs - Photos may exist for this station.
 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     -    65,208.      483,058.      MT  (+/- 10 meters HH2 GPS)
 EH1160
 EH1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU7437965572(NAD 83)
 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
 EH1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1160.See file dsdata.pdf to determine how the superseded data were derived.
 EH1160
 EH1160_MARKER: DB = BENCH MARK DISK
 EH1160_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EH1160_SP_SET: CULVERT HEADWALL
 EH1160_STAMPING: G 169 1955
 EH1160_MARK LOGO: CGS
 EH1160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1160+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0534 ***********************************************************************
 GE0534  DESIGNATION -  G 17
 GE0534  PID         -  GE0534
 GE0534  STATE/COUNTY-  AR/IZARD
 GE0534  COUNTRY     -  US
 GE0534  USGS QUAD   -  OXFORD (2017)
 GE0534
 GE0534                         *CURRENT SURVEY CONTROL
 GE0534  ______________________________________________________________________
 GE0534* NAD 83(1986) POSITION- 36 13 18.07   (N) 091 55 42.61   (W)   HD_HELD1
 GE0534* NAVD 88 ORTHO HEIGHT -   247.415 (meters)      811.73  (feet) ADJUSTED
 GE0534  ______________________________________________________________________
 GE0534  GEOID HEIGHT    -        -28.069 (meters)                     GEOID18
 GE0534  DYNAMIC HEIGHT  -        247.205 (meters)      811.04  (feet) COMP
 GE0534  MODELED GRAVITY -    979,779.0   (mgal)                       NAVD 88
 GE0534
 GE0534  VERT ORDER      -  SECOND    CLASS 0
 GE0534
 GE0534.The horizontal coordinates were determined by differentially corrected
 GE0534.hand held GPS observations or other comparable positioning techniques
 GE0534.and have an estimated accuracy of +/- 3 meters.
 GE0534
 GE0534.The orthometric height was determined by differential leveling and
 GE0534.adjusted by the NATIONAL GEODETIC SURVEY
 GE0534.in June 1991.
 GE0534
 GE0534.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0534.GEOID18 height accuracy estimate available here.
 GE0534
 GE0534.Click photographs - Photos may exist for this station.
 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     -   209,505.9     406,428.3     MT  (+/- 3 meters HH1 GPS) 
 GE0534
 GE0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA9630209069(NAD 83)
 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
 GE0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0534.See file dsdata.pdf to determine how the superseded data were derived.
 GE0534
 GE0534_MARKER: DB = BENCH MARK DISK
 GE0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0534_STAMPING: 811.360 G 17 1932
 GE0534_MARK LOGO: CGS
 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             CGS
 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 COAST AND GEODETIC SURVEY 1935
 GE0534'RECOVERED IN GOOD CONDITION.
 GE0534
 GE0534                          STATION RECOVERY (2005)
 GE0534
 GE0534'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2005 (VJB)
 GE0534'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0618 ***********************************************************************
 FF0618  DESIGNATION -  G 170
 FF0618  PID         -  FF0618
 FF0618  STATE/COUNTY-  AR/ST FRANCIS
 FF0618  COUNTRY     -  US
 FF0618  USGS QUAD   -  MADISON (2017)
 FF0618
 FF0618                         *CURRENT SURVEY CONTROL
 FF0618  ______________________________________________________________________
 FF0618* NAD 83(1986) POSITION- 35 01 23.     (N) 090 41 10.     (W)   SCALED
 FF0618* NAVD 88 ORTHO HEIGHT -    62.637 (meters)      205.50  (feet) ADJUSTED
 FF0618  ______________________________________________________________________
 FF0618  GEOID HEIGHT    -        -26.949 (meters)                     GEOID18
 FF0618  DYNAMIC HEIGHT  -         62.580 (meters)      205.31  (feet) COMP
 FF0618  MODELED GRAVITY -    979,730.6   (mgal)                       NAVD 88
 FF0618
 FF0618  VERT ORDER      -  FIRST     CLASS II
 FF0618
 FF0618.The horizontal coordinates were scaled from a map and have
 FF0618.an estimated accuracy of +/- 6 seconds.
 FF0618
 FF0618.The orthometric height was determined by differential leveling and
 FF0618.adjusted by the NATIONAL GEODETIC SURVEY
 FF0618.in June 1991.
 FF0618
 FF0618.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0618.GEOID18 height accuracy estimate available here.
 FF0618
 FF0618.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU111780(NAD 83)
 FF0618
 FF0618                          SUPERSEDED SURVEY CONTROL
 FF0618
 FF0618  NGVD 29 (11/26/84)   62.621  (m)          205.45   (f) ADJUSTED    1 2
 FF0618
 FF0618.Superseded values are not recommended for survey control.
 FF0618
 FF0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0618.See file dsdata.pdf to determine how the superseded data were derived.
 FF0618
 FF0618_MARKER: DB = BENCH MARK DISK
 FF0618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0618_STAMPING: G 170 1955
 FF0618_MARK LOGO: CGS
 FF0618_PROJECTION: PROJECTING 8 CENTIMETERS
 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 - June 17, 2010
 FF0618
 FF0618  HISTORY     - Date     Condition        Report By
 FF0618  HISTORY     - 1955     MONUMENTED       CGS
 FF0618  HISTORY     - 1957     GOOD             USGS
 FF0618  HISTORY     - 20030514 GOOD             USACE
 FF0618  HISTORY     - 20100617 GOOD             ARHD
 FF0618
 FF0618                          STATION DESCRIPTION
 FF0618
 FF0618'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 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.
 FF0618
 FF0618                          STATION RECOVERY (2010)
 FF0618
 FF0618'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2010 (NVL)
 FF0618'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1084 ***********************************************************************
 EH1084  DESIGNATION -  G 171
 EH1084  PID         -  EH1084
 EH1084  STATE/COUNTY-  AR/PHILLIPS
 EH1084  COUNTRY     -  US
 EH1084  USGS QUAD   -  PINE CITY (2017)
 EH1084
 EH1084                         *CURRENT SURVEY CONTROL
 EH1084  ______________________________________________________________________
 EH1084* NAD 83(1986) POSITION- 34 34 12.     (N) 091 01 20.     (W)   SCALED
 EH1084* NAVD 88 ORTHO HEIGHT -    54.457 (meters)      178.66  (feet) ADJUSTED
 EH1084  ______________________________________________________________________
 EH1084  GEOID HEIGHT    -        -26.828 (meters)                     GEOID18
 EH1084  DYNAMIC HEIGHT  -         54.405 (meters)      178.49  (feet) COMP
 EH1084  MODELED GRAVITY -    979,682.0   (mgal)                       NAVD 88
 EH1084
 EH1084  VERT ORDER      -  FIRST     CLASS II
 EH1084
 EH1084.The horizontal coordinates were scaled from a map and have
 EH1084.an estimated accuracy of +/- 6 seconds.
 EH1084
 EH1084.The orthometric height was determined by differential leveling and
 EH1084.adjusted by the NATIONAL GEODETIC SURVEY
 EH1084.in June 1991.
 EH1084
 EH1084.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1084.GEOID18 height accuracy estimate available here.
 EH1084
 EH1084.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU814271(NAD 83)
 EH1084
 EH1084                          SUPERSEDED SURVEY CONTROL
 EH1084
 EH1084  NGVD 29 (11/26/84)   54.486  (m)          178.76   (f) ADJUSTED    1 2
 EH1084
 EH1084.Superseded values are not recommended for survey control.
 EH1084
 EH1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1084.See file dsdata.pdf to determine how the superseded data were derived.
 EH1084
 EH1084_MARKER: DB = BENCH MARK DISK
 EH1084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1084_STAMPING: G 171 1956
 EH1084_MARK LOGO: CGS
 EH1084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1084+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0193 ***********************************************************************
 FF0193  DESIGNATION -  G 173
 FF0193  PID         -  FF0193
 FF0193  STATE/COUNTY-  AR/ST FRANCIS
 FF0193  COUNTRY     -  US
 FF0193  USGS QUAD   -  CHATFIELD (2017)
 FF0193
 FF0193                         *CURRENT SURVEY CONTROL
 FF0193  ______________________________________________________________________
 FF0193* NAD 83(1986) POSITION- 35 05 11.     (N) 090 28 16.     (W)   SCALED
 FF0193* NAVD 88 ORTHO HEIGHT -    60.427 (meters)      198.25  (feet) ADJUSTED
 FF0193  ______________________________________________________________________
 FF0193  GEOID HEIGHT    -        -27.098 (meters)                     GEOID18
 FF0193  DYNAMIC HEIGHT  -         60.373 (meters)      198.07  (feet) COMP
 FF0193  MODELED GRAVITY -    979,735.0   (mgal)                       NAVD 88
 FF0193
 FF0193  VERT ORDER      -  FIRST     CLASS II
 FF0193
 FF0193.The horizontal coordinates were scaled from a map and have
 FF0193.an estimated accuracy of +/- 6 seconds.
 FF0193
 FF0193.The orthometric height was determined by differential leveling and
 FF0193.adjusted by the NATIONAL GEODETIC SURVEY
 FF0193.in June 1991.
 FF0193
 FF0193.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0193.GEOID18 height accuracy estimate available here.
 FF0193
 FF0193.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU305855(NAD 83)
 FF0193
 FF0193                          SUPERSEDED SURVEY CONTROL
 FF0193
 FF0193  NGVD 29 (11/26/84)   60.406  (m)          198.18   (f) ADJUSTED    1 2
 FF0193
 FF0193.Superseded values are not recommended for survey control.
 FF0193
 FF0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0193.See file dsdata.pdf to determine how the superseded data were derived.
 FF0193
 FF0193_MARKER: DB = BENCH MARK DISK
 FF0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0193_STAMPING: G 173 1956
 FF0193_MARK LOGO: CGS
 FF0193_PROJECTION: PROJECTING 8 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0110 ***********************************************************************
 FF0110  DESIGNATION -  G 174
 FF0110  PID         -  FF0110
 FF0110  STATE/COUNTY-  AR/POINSETT
 FF0110  COUNTRY     -  US
 FF0110  USGS QUAD   -  TYRONZA (2017)
 FF0110
 FF0110                         *CURRENT SURVEY CONTROL
 FF0110  ______________________________________________________________________
 FF0110* NAD 83(1986) POSITION- 35 28 56.     (N) 090 20 36.     (W)   SCALED
 FF0110* NAVD 88 ORTHO HEIGHT -    66.282 (meters)      217.46  (feet) ADJUSTED
 FF0110  ______________________________________________________________________
 FF0110  GEOID HEIGHT    -        -27.656 (meters)                     GEOID18
 FF0110  DYNAMIC HEIGHT  -         66.224 (meters)      217.27  (feet) COMP
 FF0110  MODELED GRAVITY -    979,754.6   (mgal)                       NAVD 88
 FF0110
 FF0110  VERT ORDER      -  FIRST     CLASS II
 FF0110
 FF0110.The horizontal coordinates were scaled from a map and have
 FF0110.an estimated accuracy of +/- 6 seconds.
 FF0110
 FF0110.The orthometric height was determined by differential leveling and
 FF0110.adjusted by the NATIONAL GEODETIC SURVEY
 FF0110.in June 1991.
 FF0110
 FF0110.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0110.GEOID18 height accuracy estimate available here.
 FF0110
 FF0110.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV410297(NAD 83)
 FF0110
 FF0110                          SUPERSEDED SURVEY CONTROL
 FF0110
 FF0110  NGVD 29 (10/05/93)   66.246  (m)          217.34   (f) ADJUSTED    1 2
 FF0110  NGVD 29 (??/??/87)   66.222  (m)          217.26   (f) SUPERSEDED  1 2
 FF0110
 FF0110.Superseded values are not recommended for survey control.
 FF0110
 FF0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0110.See file dsdata.pdf to determine how the superseded data were derived.
 FF0110
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0519 ***********************************************************************
 FF0519  DESIGNATION -  G 175
 FF0519  PID         -  FF0519
 FF0519  STATE/COUNTY-  AR/ST FRANCIS
 FF0519  COUNTRY     -  US
 FF0519  USGS QUAD   -  FORREST CITY (2017)
 FF0519
 FF0519                         *CURRENT SURVEY CONTROL
 FF0519  ______________________________________________________________________
 FF0519* NAD 83(1986) POSITION- 35 07 04.     (N) 090 48 57.     (W)   SCALED
 FF0519* NAVD 88 ORTHO HEIGHT -    71.965 (meters)      236.11  (feet) ADJUSTED
 FF0519  ______________________________________________________________________
 FF0519  GEOID HEIGHT    -        -27.038 (meters)                     GEOID18
 FF0519  DYNAMIC HEIGHT  -         71.899 (meters)      235.89  (feet) COMP
 FF0519  MODELED GRAVITY -    979,727.0   (mgal)                       NAVD 88
 FF0519
 FF0519  VERT ORDER      -  FIRST     CLASS II
 FF0519
 FF0519.The horizontal coordinates were scaled from a map and have
 FF0519.an estimated accuracy of +/- 6 seconds.
 FF0519
 FF0519.The orthometric height was determined by differential leveling and
 FF0519.adjusted by the NATIONAL GEODETIC SURVEY
 FF0519.in June 1991.
 FF0519
 FF0519.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0519.GEOID18 height accuracy estimate available here.
 FF0519
 FF0519.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU990882(NAD 83)
 FF0519
 FF0519                          SUPERSEDED SURVEY CONTROL
 FF0519
 FF0519  NGVD 29 (11/26/84)   71.940  (m)          236.02   (f) ADJUSTED    1 2
 FF0519
 FF0519.Superseded values are not recommended for survey control.
 FF0519
 FF0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0519.See file dsdata.pdf to determine how the superseded data were derived.
 FF0519
 FF0519_MARKER: DB = BENCH MARK DISK
 FF0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0519_STAMPING: G 175 1956
 FF0519_MARK LOGO: CGS
 FF0519_PROJECTION: PROJECTING 8 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1256 ***********************************************************************
 EH1256  DESIGNATION -  G 176
 EH1256  PID         -  EH1256
 EH1256  STATE/COUNTY-  AR/LEE
 EH1256  COUNTRY     -  US
 EH1256  USGS QUAD   -  GARRETT GROVE (2017)
 EH1256
 EH1256                         *CURRENT SURVEY CONTROL
 EH1256  ______________________________________________________________________
 EH1256* NAD 83(1986) POSITION- 34 51 31.     (N) 091 02 25.     (W)   SCALED
 EH1256* NAVD 88 ORTHO HEIGHT -    59.725 (meters)      195.95  (feet) ADJUSTED
 EH1256  ______________________________________________________________________
 EH1256  GEOID HEIGHT    -        -26.791 (meters)                     GEOID18
 EH1256  DYNAMIC HEIGHT  -         59.671 (meters)      195.77  (feet) COMP
 EH1256  MODELED GRAVITY -    979,719.5   (mgal)                       NAVD 88
 EH1256
 EH1256  VERT ORDER      -  FIRST     CLASS II
 EH1256
 EH1256.The horizontal coordinates were scaled from a map and have
 EH1256.an estimated accuracy of +/- 6 seconds.
 EH1256
 EH1256.The orthometric height was determined by differential leveling and
 EH1256.adjusted by the NATIONAL GEODETIC SURVEY
 EH1256.in June 1991.
 EH1256
 EH1256.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1256.GEOID18 height accuracy estimate available here.
 EH1256
 EH1256.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU791591(NAD 83)
 EH1256
 EH1256                          SUPERSEDED SURVEY CONTROL
 EH1256
 EH1256  NGVD 29 (11/26/84)   59.728  (m)          195.96   (f) ADJUSTED    1 2
 EH1256
 EH1256.Superseded values are not recommended for survey control.
 EH1256
 EH1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1256.See file dsdata.pdf to determine how the superseded data were derived.
 EH1256
 EH1256_MARKER: DB = BENCH MARK DISK
 EH1256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1256_STAMPING: G 176 1955
 EH1256_MARK LOGO: CGS
 EH1256_PROJECTION: PROJECTING 10 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1289 ***********************************************************************
 FF1289  DESIGNATION -  G 177
 FF1289  PID         -  FF1289
 FF1289  STATE/COUNTY-  AR/WOODRUFF
 FF1289  COUNTRY     -  US
 FF1289  USGS QUAD   -  HUNTER EAST (2017)
 FF1289
 FF1289                         *CURRENT SURVEY CONTROL
 FF1289  ______________________________________________________________________
 FF1289* NAD 83(1986) POSITION- 35 02 17.     (N) 091 06 57.     (W)   SCALED
 FF1289* NAVD 88 ORTHO HEIGHT -    63.496 (meters)      208.32  (feet) ADJUSTED
 FF1289  ______________________________________________________________________
 FF1289  GEOID HEIGHT    -        -26.997 (meters)                     GEOID18
 FF1289  DYNAMIC HEIGHT  -         63.439 (meters)      208.13  (feet) COMP
 FF1289  MODELED GRAVITY -    979,724.8   (mgal)                       NAVD 88
 FF1289
 FF1289  VERT ORDER      -  FIRST     CLASS II
 FF1289
 FF1289.The horizontal coordinates were scaled from a map and have
 FF1289.an estimated accuracy of +/- 6 seconds.
 FF1289
 FF1289.The orthometric height was determined by differential leveling and
 FF1289.adjusted by the NATIONAL GEODETIC SURVEY
 FF1289.in June 1991.
 FF1289
 FF1289.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1289.GEOID18 height accuracy estimate available here.
 FF1289
 FF1289.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU718788(NAD 83)
 FF1289
 FF1289                          SUPERSEDED SURVEY CONTROL
 FF1289
 FF1289  NGVD 29 (11/26/84)   63.481  (m)          208.27   (f) ADJUSTED    1 2
 FF1289
 FF1289.Superseded values are not recommended for survey control.
 FF1289
 FF1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1289.See file dsdata.pdf to determine how the superseded data were derived.
 FF1289
 FF1289_MARKER: DB = BENCH MARK DISK
 FF1289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1289_STAMPING: G 177 1955
 FF1289_MARK LOGO: CGS
 FF1289_PROJECTION: PROJECTING 10 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1267 ***********************************************************************
 FF1267  DESIGNATION -  G 178
 FF1267  PID         -  FF1267
 FF1267  STATE/COUNTY-  AR/CROSS
 FF1267  COUNTRY     -  US
 FF1267  USGS QUAD   -  FAIR OAKS (2017)
 FF1267
 FF1267                         *CURRENT SURVEY CONTROL
 FF1267  ______________________________________________________________________
 FF1267* NAD 83(1986) POSITION- 35 14 05.     (N) 091 01 57.     (W)   SCALED
 FF1267* NAVD 88 ORTHO HEIGHT -    66.525 (meters)      218.26  (feet) ADJUSTED
 FF1267  ______________________________________________________________________
 FF1267  GEOID HEIGHT    -        -27.238 (meters)                     GEOID18
 FF1267  DYNAMIC HEIGHT  -         66.465 (meters)      218.06  (feet) COMP
 FF1267  MODELED GRAVITY -    979,736.8   (mgal)                       NAVD 88
 FF1267
 FF1267  VERT ORDER      -  FIRST     CLASS II
 FF1267
 FF1267.The horizontal coordinates were scaled from a map and have
 FF1267.an estimated accuracy of +/- 6 seconds.
 FF1267
 FF1267.The orthometric height was determined by differential leveling and
 FF1267.adjusted by the NATIONAL GEODETIC SURVEY
 FF1267.in June 1991.
 FF1267
 FF1267.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1267.GEOID18 height accuracy estimate available here.
 FF1267
 FF1267.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV790008(NAD 83)
 FF1267
 FF1267                          SUPERSEDED SURVEY CONTROL
 FF1267
 FF1267  NGVD 29 (11/26/84)   66.490  (m)          218.14   (f) ADJUSTED    1 2
 FF1267
 FF1267.Superseded values are not recommended for survey control.
 FF1267
 FF1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1267.See file dsdata.pdf to determine how the superseded data were derived.
 FF1267
 FF1267_MARKER: DB = BENCH MARK DISK
 FF1267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1267_STAMPING: G 178 1956
 FF1267_MARK LOGO: CGS
 FF1267_PROJECTION: PROJECTING 10 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0007 ***********************************************************************
 FF0007  DESIGNATION -  G 179
 FF0007  PID         -  FF0007
 FF0007  STATE/COUNTY-  AR/POINSETT
 FF0007  COUNTRY     -  US
 FF0007  USGS QUAD   -  MARKED TREE (2017)
 FF0007
 FF0007                         *CURRENT SURVEY CONTROL
 FF0007  ______________________________________________________________________
 FF0007* NAD 83(1986) POSITION- 35 35 14.     (N) 090 27 17.     (W)   SCALED
 FF0007* NAVD 88 ORTHO HEIGHT -    68.019 (meters)      223.16  (feet) ADJUSTED
 FF0007  ______________________________________________________________________
 FF0007  GEOID HEIGHT    -        -27.762 (meters)                     GEOID18
 FF0007  DYNAMIC HEIGHT  -         67.959 (meters)      222.96  (feet) COMP
 FF0007  MODELED GRAVITY -    979,759.1   (mgal)                       NAVD 88
 FF0007
 FF0007  VERT ORDER      -  FIRST     CLASS II
 FF0007
 FF0007.The horizontal coordinates were scaled from a map and have
 FF0007.an estimated accuracy of +/- 6 seconds.
 FF0007
 FF0007.The orthometric height was determined by differential leveling and
 FF0007.adjusted by the NATIONAL GEODETIC SURVEY
 FF0007.in June 1991.
 FF0007
 FF0007.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0007.GEOID18 height accuracy estimate available here.
 FF0007
 FF0007.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV306411(NAD 83)
 FF0007
 FF0007                          SUPERSEDED SURVEY CONTROL
 FF0007
 FF0007  NGVD 29 (11/26/84)   67.948  (m)          222.93   (f) ADJUSTED    1 2
 FF0007
 FF0007.Superseded values are not recommended for survey control.
 FF0007
 FF0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0007.See file dsdata.pdf to determine how the superseded data were derived.
 FF0007
 FF0007_MARKER: DB = BENCH MARK DISK
 FF0007_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF0007_SP_SET: PIER
 FF0007_STAMPING: G 179 1956
 FF0007_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0025 ***********************************************************************
 FG0025  DESIGNATION -  G 18
 FG0025  PID         -  FG0025
 FG0025  STATE/COUNTY-  AR/STONE
 FG0025  COUNTRY     -  US
 FG0025  USGS QUAD   -  SHIRLEY (2017)
 FG0025
 FG0025                         *CURRENT SURVEY CONTROL
 FG0025  ______________________________________________________________________
 FG0025* NAD 83(1986) POSITION- 35 42 55.     (N) 092 16 31.     (W)   SCALED
 FG0025* NAVD 88 ORTHO HEIGHT -   398.528 (meters)     1307.50  (feet) ADJUSTED
 FG0025  ______________________________________________________________________
 FG0025  GEOID HEIGHT    -        -27.664 (meters)                     GEOID18
 FG0025  DYNAMIC HEIGHT  -        398.159 (meters)     1306.29  (feet) COMP
 FG0025  MODELED GRAVITY -    979,694.8   (mgal)                       NAVD 88
 FG0025
 FG0025  VERT ORDER      -  SECOND    CLASS 0
 FG0025
 FG0025.The horizontal coordinates were scaled from a map and have
 FG0025.an estimated accuracy of +/- 6 seconds.
 FG0025
 FG0025.The orthometric height was determined by differential leveling and
 FG0025.adjusted by the NATIONAL GEODETIC SURVEY
 FG0025.in June 1991.
 FG0025
 FG0025.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0025.GEOID18 height accuracy estimate available here.
 FG0025
 FG0025.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV655526(NAD 83)
 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
 FG0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0025.See file dsdata.pdf to determine how the superseded data were derived.
 FG0025
 FG0025_MARKER: DB = BENCH MARK DISK
 FG0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0025_STAMPING: G 18 1932
 FG0025_MARK LOGO: CGS
 FG0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0025+STABILITY: SURFACE MOTION
 FG0025
 FG0025  HISTORY     - Date     Condition        Report By
 FG0025  HISTORY     - 1932     MONUMENTED       CGS
 FG0025  HISTORY     - 1934     GOOD             CGS
 FG0025  HISTORY     - 20150411 MARK NOT FOUND   ARHD
 FG0025
 FG0025                          STATION DESCRIPTION
 FG0025
 FG0025'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1934
 FG0025'RECOVERED IN GOOD CONDITION.
 FG0025
 FG0025                          STATION RECOVERY (2015)
 FG0025
 FG0025'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (BAB)
 FG0025'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0832 ***********************************************************************
 FF0832  DESIGNATION -  G 180
 FF0832  PID         -  FF0832
 FF0832  STATE/COUNTY-  AR/POINSETT
 FF0832  COUNTRY     -  US
 FF0832  USGS QUAD   -  WEINER (2017)
 FF0832
 FF0832                         *CURRENT SURVEY CONTROL
 FF0832  ______________________________________________________________________
 FF0832* NAD 83(1986) POSITION- 35 34 46.     (N) 090 55 16.     (W)   SCALED
 FF0832* NAVD 88 ORTHO HEIGHT -    72.562 (meters)      238.06  (feet) ADJUSTED
 FF0832  ______________________________________________________________________
 FF0832  GEOID HEIGHT    -        -27.567 (meters)                     GEOID18
 FF0832  DYNAMIC HEIGHT  -         72.499 (meters)      237.86  (feet) COMP
 FF0832  MODELED GRAVITY -    979,765.1   (mgal)                       NAVD 88
 FF0832
 FF0832  VERT ORDER      -  FIRST     CLASS II
 FF0832
 FF0832.The horizontal coordinates were scaled from a map and have
 FF0832.an estimated accuracy of +/- 6 seconds.
 FF0832
 FF0832.The orthometric height was determined by differential leveling and
 FF0832.adjusted by the NATIONAL GEODETIC SURVEY
 FF0832.in June 1991.
 FF0832
 FF0832.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0832.GEOID18 height accuracy estimate available here.
 FF0832
 FF0832.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV883392(NAD 83)
 FF0832
 FF0832                          SUPERSEDED SURVEY CONTROL
 FF0832
 FF0832  NGVD 29 (11/26/84)   72.504  (m)          237.87   (f) ADJUSTED    1 2
 FF0832
 FF0832.Superseded values are not recommended for survey control.
 FF0832
 FF0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0832.See file dsdata.pdf to determine how the superseded data were derived.
 FF0832
 FF0832_MARKER: DB = BENCH MARK DISK
 FF0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0832_STAMPING: G 180 1956
 FF0832_MARK LOGO: CGS
 FF0832_PROJECTION: PROJECTING 10 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0652 ***********************************************************************
 FF0652  DESIGNATION -  G 181
 FF0652  PID         -  FF0652
 FF0652  STATE/COUNTY-  AR/CROSS
 FF0652  COUNTRY     -  US
 FF0652  USGS QUAD   -  HICKORY RIDGE (2017)
 FF0652
 FF0652                         *CURRENT SURVEY CONTROL
 FF0652  ______________________________________________________________________
 FF0652* NAD 83(1986) POSITION- 35 24 47.8    (N) 090 59 35.1    (W)   HD_HELD2
 FF0652* NAVD 88 ORTHO HEIGHT -    69.826 (meters)      229.09  (feet) ADJUSTED
 FF0652  ______________________________________________________________________
 FF0652  GEOID HEIGHT    -        -27.408 (meters)                     GEOID18
 FF0652  DYNAMIC HEIGHT  -         69.764 (meters)      228.88  (feet) COMP
 FF0652  MODELED GRAVITY -    979,751.5   (mgal)                       NAVD 88
 FF0652
 FF0652  VERT ORDER      -  FIRST     CLASS II
 FF0652
 FF0652.The horizontal coordinates were established by autonomous hand held GPS
 FF0652.observations and have an estimated accuracy of +/- 10 meters.
 FF0652
 FF0652.The orthometric height was determined by differential leveling and
 FF0652.adjusted by the NATIONAL GEODETIC SURVEY
 FF0652.in June 1991.
 FF0652
 FF0652.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0652.GEOID18 height accuracy estimate available here.
 FF0652
 FF0652.Click photographs - Photos may exist for this station.
 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     -   120,278.      491,448.      MT  (+/- 10 meters HH2 GPS)
 FF0652
 FF0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV8222120725(NAD 83)
 FF0652
 FF0652                          SUPERSEDED SURVEY CONTROL
 FF0652
 FF0652  NGVD 29 (11/26/84)   69.779  (m)          228.93   (f) ADJUSTED    1 2
 FF0652
 FF0652.Superseded values are not recommended for survey control.
 FF0652
 FF0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0652.See file dsdata.pdf to determine how the superseded data were derived.
 FF0652
 FF0652_MARKER: DB = BENCH MARK DISK
 FF0652_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FF0652_SP_SET: CULVERT HEADWALL
 FF0652_STAMPING: G 181 1956
 FF0652_MARK LOGO: CGS
 FF0652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0652+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DG5265 ***********************************************************************
 DG5265  HT_MOD      -  This is a Height Modernization Survey Station.
 DG5265  DESIGNATION -  G 181X
 DG5265  PID         -  DG5265
 DG5265  STATE/COUNTY-  AR/CROSS
 DG5265  COUNTRY     -  US
 DG5265  USGS QUAD   -  HICKORY RIDGE (2017)
 DG5265
 DG5265                         *CURRENT SURVEY CONTROL
 DG5265  ______________________________________________________________________
 DG5265* NAD 83(2011) POSITION- 35 24 46.46533(N) 090 59 35.35130(W)   ADJUSTED
 DG5265* NAD 83(2011) ELLIP HT-    42.060 (meters)        (06/27/12)   ADJUSTED
 DG5265* NAD 83(2011) EPOCH   -  2010.00
 DG5265* NAVD 88 ORTHO HEIGHT -    69.53  (meters)      228.1   (feet) GPS OBS
 DG5265  ______________________________________________________________________
 DG5265  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DG5265  GEOID HEIGHT    -        -27.424 (meters)                     GEOID03
 DG5265  GEOID HEIGHT    -        -27.407 (meters)                     GEOID18
 DG5265  NAD 83(2011) X  -    -90,201.418 (meters)                     COMP
 DG5265  NAD 83(2011) Y  - -5,203,268.977 (meters)                     COMP
 DG5265  NAD 83(2011) Z  -  3,675,321.394 (meters)                     COMP
 DG5265  LAPLACE CORR    -          0.07  (seconds)                    DEFLEC18
 DG5265
 DG5265  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG5265  Standards:
 DG5265         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG5265            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG5265  -------------------------------------------------------------------
 DG5265  NETWORK    1.60   2.25           0.71   0.59   1.15      0.01238296
 DG5265  -------------------------------------------------------------------
 DG5265  Click here for local accuracies and other accuracy information.
 DG5265
 DG5265.The horizontal coordinates were established by GPS observations
 DG5265.and adjusted by the National Geodetic Survey in June 2012.
 DG5265
 DG5265.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG5265.been affixed to the stable North American tectonic plate. See 
 DG5265.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG5265
 DG5265.The horizontal coordinates are valid at the epoch date displayed above
 DG5265.which is a decimal equivalence of Year/Month/Day.
 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.
 DG5265
 DG5265.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG5265.GEOID18 height accuracy estimate available here.
 DG5265
 DG5265.Click photographs - Photos may exist 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 DEFLEC18 derived deflections.
 DG5265
 DG5265.The ellipsoidal height was determined by GPS observations
 DG5265.and is referenced to NAD 83.
 DG5265
 DG5265. The following values were computed from the NAD 83(2011) position.
 DG5265
 DG5265;                    North         East     Units Scale Factor Converg.
 DG5265;SPC AR N     -   120,236.793   491,442.058   MT  0.99994038   +0 35 09.2
 DG5265;SPC AR N     -   394,476.88  1,612,339.49   sFT  0.99994038   +0 35 09.2
 DG5265;UTM  15      - 3,920,684.053   682,215.758   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV8221520684(NAD 83)
 DG5265
 DG5265                          SUPERSEDED SURVEY CONTROL
 DG5265
 DG5265  NAD 83(2007)-  35 24 46.46538(N)    090 59 35.35229(W) AD(2002.00) 0
 DG5265  ELLIP H (02/10/07)   42.080  (m)                       GP(2002.00)    
 DG5265  NAD 83(1997)-  35 24 46.46531(N)    090 59 35.35201(W) AD(       ) B
 DG5265  ELLIP H (04/05/04)   42.076  (m)                       GP(       ) 3 2
 DG5265  NAVD 88              69.46   (m)          227.9    (f) LEVELING    3  
 DG5265
 DG5265.Superseded values are not recommended for survey control.
 DG5265
 DG5265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5265.See file dsdata.pdf to determine how the superseded data were derived.
 DG5265
 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.
 DG5265'
 DG5265'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 49 AND STATE
 DG5265'ROAD 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.
 DG5265'
 DG5265'THE MARK IS 40.0 METERS (131.2 FEET) SOUTH, SOUTHWEST OF BENCH MARK G
 DG5265'181, 5.3 METERS (17.5 FEET) WEST OF THE CENTER OF HIGHWAY 49, 15.6
 DG5265'METERS (51.2 FEET) EAST OF THE EAST RAIL OF A RAILROAD TRACK AND 5.5
 DG5265'METERS (18.0 FEET) EAST OF A CARSONITE WITNESS POST.
 DG5265'
 DG5265'THE MARK IS A MEMPHIS DISTRICT CORPS OF ENGINEERS ALUMINUM CAP SET ON
 DG5265'A 7.0 FEET ALUMINUM ROD RECESSED 0.1 METERS (0.3 FEET) BELOW GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0671 ***********************************************************************
 FF0671  DESIGNATION -  G 182
 FF0671  PID         -  FF0671
 FF0671  STATE/COUNTY-  AR/POINSETT
 FF0671  COUNTRY     -  US
 FF0671  USGS QUAD   -  CHERRY VALLEY EAST (2017)
 FF0671
 FF0671                         *CURRENT SURVEY CONTROL
 FF0671  ______________________________________________________________________
 FF0671* NAD 83(1986) POSITION- 35 28 22.0    (N) 090 44 13.5    (W)   HD_HELD2
 FF0671* NAVD 88 ORTHO HEIGHT -    80.842 (meters)      265.23  (feet) ADJUSTED
 FF0671  ______________________________________________________________________
 FF0671  GEOID HEIGHT    -        -27.511 (meters)                     GEOID18
 FF0671  DYNAMIC HEIGHT  -         80.770 (meters)      264.99  (feet) COMP
 FF0671  MODELED GRAVITY -    979,743.3   (mgal)                       NAVD 88
 FF0671
 FF0671  VERT ORDER      -  FIRST     CLASS II
 FF0671
 FF0671.The horizontal coordinates were established by autonomous hand held GPS
 FF0671.observations and have an estimated accuracy of +/- 10 meters.
 FF0671
 FF0671.The orthometric height was determined by differential leveling and
 FF0671.adjusted by the NATIONAL GEODETIC SURVEY
 FF0671.in June 1991.
 FF0671
 FF0671.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0671.GEOID18 height accuracy estimate available here.
 FF0671
 FF0671.Click photographs - Photos may exist for this station.
 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     -   127,146.      514,612.      MT  (+/- 10 meters HH2 GPS)
 FF0671
 FF0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV0531727828(NAD 83)
 FF0671
 FF0671                          SUPERSEDED SURVEY CONTROL
 FF0671
 FF0671  NGVD 29 (11/26/84)   80.790  (m)          265.06   (f) ADJUSTED    1 2
 FF0671
 FF0671.Superseded values are not recommended for survey control.
 FF0671
 FF0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0671.See file dsdata.pdf to determine how the superseded data were derived.
 FF0671
 FF0671_MARKER: DB = BENCH MARK DISK
 FF0671_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FF0671_SP_SET: BOX CULVERT
 FF0671_STAMPING: G 182 1956
 FF0671_MARK LOGO: CGS
 FF0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0671+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0912 ***********************************************************************
 FF0912  DESIGNATION -  G 183
 FF0912  PID         -  FF0912
 FF0912  STATE/COUNTY-  AR/POINSETT
 FF0912  COUNTRY     -  US
 FF0912  USGS QUAD   -  WEINER (2017)
 FF0912
 FF0912                         *CURRENT SURVEY CONTROL
 FF0912  ______________________________________________________________________
 FF0912* NAD 83(1986) POSITION- 35 33 54.6    (N) 090 53 40.6    (W)   HD_HELD2
 FF0912* NAVD 88 ORTHO HEIGHT -    73.052 (meters)      239.67  (feet) ADJUSTED
 FF0912  ______________________________________________________________________
 FF0912  GEOID HEIGHT    -        -27.563 (meters)                     GEOID18
 FF0912  DYNAMIC HEIGHT  -         72.988 (meters)      239.46  (feet) COMP
 FF0912  MODELED GRAVITY -    979,763.6   (mgal)                       NAVD 88
 FF0912
 FF0912  VERT ORDER      -  FIRST     CLASS II
 FF0912
 FF0912.The horizontal coordinates were established by autonomous hand held GPS
 FF0912.observations and have an estimated accuracy of +/- 10 meters.
 FF0912
 FF0912.The orthometric height was determined by differential leveling and
 FF0912.adjusted by the NATIONAL GEODETIC SURVEY
 FF0912.in June 1991.
 FF0912
 FF0912.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0912.GEOID18 height accuracy estimate available here.
 FF0912
 FF0912.Click photographs - Photos may exist for this station.
 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     -   137,224.      500,202.      MT  (+/- 10 meters HH2 GPS)
 FF0912
 FF0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV9080337760(NAD 83)
 FF0912
 FF0912                          SUPERSEDED SURVEY CONTROL
 FF0912
 FF0912  NGVD 29 (11/26/84)   72.995  (m)          239.48   (f) ADJUSTED    1 2
 FF0912
 FF0912.Superseded values are not recommended for survey control.
 FF0912
 FF0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0912.See file dsdata.pdf to determine how the superseded data were derived.
 FF0912
 FF0912_MARKER: DB = BENCH MARK DISK
 FF0912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0912_STAMPING: G 183 1956
 FF0912_MARK LOGO: CGS
 FF0912_PROJECTION: PROJECTING 8 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0099 ***********************************************************************
 FF0099  DESIGNATION -  G 184
 FF0099  PID         -  FF0099
 FF0099  STATE/COUNTY-  AR/CRAIGHEAD
 FF0099  COUNTRY     -  US
 FF0099  USGS QUAD   -  LAKE CITY (2017)
 FF0099
 FF0099                         *CURRENT SURVEY CONTROL
 FF0099  ______________________________________________________________________
 FF0099* NAD 83(1986) POSITION- 35 49 32.     (N) 090 25 29.     (W)   SCALED
 FF0099* NAVD 88 ORTHO HEIGHT -    70.913 (meters)      232.65  (feet) POSTED
 FF0099  ______________________________________________________________________
 FF0099  GEOID HEIGHT    -        -28.012 (meters)                     GEOID18
 FF0099  DYNAMIC HEIGHT  -         70.85  (meters)      232.4   (feet) COMP
 FF0099  MODELED GRAVITY -    979,779.7   (mgal)                       NAVD 88
 FF0099
 FF0099  VERT ORDER      -  * POSTED, SEE BELOW
 FF0099
 FF0099.The horizontal coordinates were scaled from a 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
 FF0099.* This is a POSTED BENCH MARK height.
 FF0099
 FF0099.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0099.GEOID18 height accuracy estimate available here.
 FF0099
 FF0099.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV326676(NAD 83)
 FF0099
 FF0099                          SUPERSEDED SURVEY CONTROL
 FF0099
 FF0099  NGVD 29 (11/26/84)   70.865  (m)          232.50   (f) ADJUSTED    1 2
 FF0099
 FF0099.Superseded values are not recommended for survey control.
 FF0099
 FF0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0099.See file dsdata.pdf to determine how the superseded data were derived.
 FF0099
 FF0099_MARKER: DB = BENCH MARK DISK
 FF0099_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF0099_SP_SET: BRIDGE
 FF0099_STAMPING: G 184 1956
 FF0099_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 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  COUNTRY     -  US
 FF0032  USGS QUAD   -  DELL (2017)
 FF0032
 FF0032                         *CURRENT SURVEY CONTROL
 FF0032  ______________________________________________________________________
 FF0032* NAD 83(2011) POSITION- 35 51 08.78344(N) 090 02 37.93772(W)   ADJUSTED
 FF0032* NAD 83(2011) ELLIP HT-    45.397 (meters)        (06/27/12)   ADJUSTED
 FF0032* NAD 83(2011) EPOCH   -  2010.00
 FF0032* NAVD 88 ORTHO HEIGHT -    73.36  (meters)      240.7   (feet) GPS OBS
 FF0032  ______________________________________________________________________
 FF0032  NAVD 88 orthometric height was determined with an earlier geoid model
 FF0032  GEOID HEIGHT    -        -27.945 (meters)                     GEOID18
 FF0032  NAD 83(2011) X  -     -3,963.008 (meters)                     COMP
 FF0032  NAD 83(2011) Y  - -5,175,640.753 (meters)                     COMP
 FF0032  NAD 83(2011) Z  -  3,714,959.912 (meters)                     COMP
 FF0032  LAPLACE CORR    -          0.22  (seconds)                    DEFLEC18
 FF0032
 FF0032  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FF0032  Standards:
 FF0032         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FF0032            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FF0032  -------------------------------------------------------------------
 FF0032  NETWORK    0.37   0.74           0.17   0.13   0.38      0.02535997
 FF0032  -------------------------------------------------------------------
 FF0032  Click here for local accuracies and other accuracy information.
 FF0032
 FF0032.The horizontal coordinates were established by GPS observations
 FF0032.and adjusted by the National Geodetic Survey in June 2012.
 FF0032
 FF0032.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FF0032.been affixed to the stable North American tectonic plate. See 
 FF0032.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FF0032
 FF0032.The horizontal coordinates are valid at the epoch date displayed above
 FF0032.which is a decimal equivalence of Year/Month/Day.
 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.
 FF0032
 FF0032.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0032.GEOID18 height accuracy estimate available here.
 FF0032
 FF0032.Click photographs - Photos may exist for this station.
 FF0032
 FF0032.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF0032
 FF0032.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF0032
 FF0032.The ellipsoidal height was determined by GPS observations
 FF0032.and is referenced to NAD 83.
 FF0032
 FF0032. The following values were computed from the NAD 83(2011) position.
 FF0032
 FF0032;                    North         East     Units Scale Factor Converg.
 FF0032;SPC AR N     -   170,288.468   576,678.719   MT  0.99994686   +1 08 17.8
 FF0032;SPC AR N     -   558,688.08  1,891,986.76   sFT  0.99994686   +1 08 17.8
 FF0032;UTM  15      - 3,971,617.785   766,961.767   MT  1.00047829   +1 43 56.7
 FF0032;UTM  16      - 3,971,861.084   225,112.007   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  =   0.99993974
 FF0032!UTM  15      -   0.99999287  x   1.00047829  =   1.00047116
 FF0032!UTM  16      -   0.99999287  x   1.00053122  =   1.00052409
 FF0032
 FF0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6696171617(NAD 83)
 FF0032
 FF0032                          SUPERSEDED SURVEY CONTROL
 FF0032
 FF0032  NAD 83(2007)-  35 51 08.78307(N)    090 02 37.93814(W) AD(2002.00) A
 FF0032  ELLIP H (10/16/11)   45.394  (m)                       GP(2002.00) 3 2
 FF0032  NAD 83(2007)-  35 51 08.78349(N)    090 02 37.93870(W) AD(2002.00) 0
 FF0032  ELLIP H (02/10/07)   45.421  (m)                       GP(2002.00)    
 FF0032  ELLIP H (09/21/01)   45.431  (m)                       GP(       ) 4 2
 FF0032  NAD 83(1997)-  35 51 08.78291(N)    090 02 37.93935(W) AD(       ) B
 FF0032  ELLIP H (09/19/97)   45.453  (m)                       GP(       ) 4 1
 FF0032  NAD 83(1986)-  35 51 08.79455(N)    090 02 37.94003(W) AD(       ) 1
 FF0032  NAVD 88              73.34   (m)          240.6    (f) LEVELING    3  
 FF0032  NAVD 88 (06/15/91)   73.338  (m)          240.61   (f) ADJUSTED    1 2
 FF0032  NGVD 29              73.31   (m)          240.5    (f) LEVELING    3  
 FF0032  NGVD 29              73.10   (m)          239.8    (f) LEVELING    3  
 FF0032  NGVD 29 (11/26/84)   73.310  (m)          240.52   (f) ADJUSTED    1 2
 FF0032
 FF0032.Superseded values are not recommended for survey control.
 FF0032
 FF0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0032.See file dsdata.pdf to determine how the superseded data were derived.
 FF0032
 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 - July 10, 2007
 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             NGS
 FF0032  HISTORY     - 20011006 GOOD             3001
 FF0032  HISTORY     - 20020720 GOOD             USACE
 FF0032  HISTORY     - 20030717 GOOD             EMCINC
 FF0032  HISTORY     - 20031010 GOOD             TNDT
 FF0032  HISTORY     - 20070710 GOOD             USACE
 FF0032  HISTORY     - 20080414 MARK NOT FOUND   USACE
 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'
 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'
 FF0032'THE STATION IS FLUSH WITH THE GROUND.  IT IS 6.8 M (22.3 FT)
 FF0032'NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 18, AND 0.25 M (0.82 FT)
 FF0032'NORTHEAST OF THE SOUTHWEST END OF THE HEADWALL.  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 THE
 FF0032'NORTHWEST SIDE OF STATE HIGHWAY 18.  OWNERSHIP--ARKANSAS DEPARTMENT OF
 FF0032'TRANSPORTATION, P.O. BOX 2261, LITTLE ROCK, AR 72203, PHONE
 FF0032'501-569-2211.
 FF0032'
 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'
 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 NATIONAL GEODETIC SURVEY 2001 (JMH)
 FF0032'RECOVERED IN GOOD CONDITION.
 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 SOUTHEAST OF MANILA, AND 0.25 MILES SOUTHWEST
 FF0032'OF DELL.  OWNERSHIP-- ARKANSAS HIGHWAY AND TRANSPORTATION DEPARTMENT,
 FF0032'PO BOX 2261, LITTLE ROCK/AR 72203
 FF0032'
 FF0032'TO REACH THE STATION FROM THE INTERSECTION OF STATE HWY 18 AND 181 IN
 FF0032'DELL, GO SOUTHWEST ON STATE HWY 18 FOR 0.2 MILES TO THE STATION ON THE
 FF0032'RIGHT.
 FF0032'
 FF0032'THE STATION IS IN THE SOUTHWEST END OF THE NORTHWEST HEADWALL OF A 4X4
 FF0032'FOOT CONCRETE BOX CULVERT UNDER THE HWY.  IT IS 22.3 FEET NORTHWEST OF
 FF0032'THE CENTERLINE OF HWY 18, AND 0.82 FEET NORTHEAST OF THE SOUTHEAST END
 FF0032'OF THE HEADWALL.
 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.
 FF0032
 FF0032                          STATION RECOVERY (2007)
 FF0032
 FF0032'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2007 (JMH)
 FF0032'RECOVERED IN GOOD CONDITION.
 FF0032
 FF0032                          STATION RECOVERY (2008)
 FF0032
 FF0032'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2008 (DLB)
 FF0032'MARK IS BELEIVED DESTROYED DUE TO HIGHWAY CONSTRUCTION,(WIDENING OF
 FF0032'HWY. )
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0076 ***********************************************************************
 FF0076  DESIGNATION -  G 186
 FF0076  PID         -  FF0076
 FF0076  STATE/COUNTY-  AR/MISSISSIPPI
 FF0076  COUNTRY     -  US
 FF0076  USGS QUAD   -  LEACHVILLE (2017)
 FF0076
 FF0076                         *CURRENT SURVEY CONTROL
 FF0076  ______________________________________________________________________
 FF0076* NAD 83(1986) POSITION- 35 55 52.     (N) 090 16 36.     (W)   SCALED
 FF0076* NAVD 88 ORTHO HEIGHT -    72.078 (meters)      236.48  (feet) POSTED
 FF0076  ______________________________________________________________________
 FF0076  GEOID HEIGHT    -        -28.170 (meters)                     GEOID18
 FF0076  DYNAMIC HEIGHT  -         72.02  (meters)      236.3   (feet) COMP
 FF0076  MODELED GRAVITY -    979,784.4   (mgal)                       NAVD 88
 FF0076
 FF0076  VERT ORDER      -  * POSTED, SEE BELOW
 FF0076
 FF0076.The horizontal coordinates were scaled from a 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
 FF0076.* This is a POSTED BENCH MARK height.
 FF0076
 FF0076.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0076.GEOID18 height accuracy estimate available here.
 FF0076
 FF0076.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV456797(NAD 83)
 FF0076
 FF0076                          SUPERSEDED SURVEY CONTROL
 FF0076
 FF0076  NGVD 29 (11/26/84)   72.063  (m)          236.43   (f) ADJUSTED    1 2
 FF0076
 FF0076.Superseded values are not recommended for survey control.
 FF0076
 FF0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0076.See file dsdata.pdf to determine how the superseded data were derived.
 FF0076
 FF0076_MARKER: DB = BENCH MARK DISK
 FF0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0076_STAMPING: G 186 1956
 FF0076_MARK LOGO: CGS
 FF0076_PROJECTION: PROJECTING 10 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0100 ***********************************************************************
 GE0100  DESIGNATION -  G 187
 GE0100  PID         -  GE0100
 GE0100  STATE/COUNTY-  AR/GREENE
 GE0100  COUNTRY     -  US
 GE0100  USGS QUAD   -  MOUNDS (2017)
 GE0100
 GE0100                         *CURRENT SURVEY CONTROL
 GE0100  ______________________________________________________________________
 GE0100* NAD 83(1986) POSITION- 36 11 51.     (N) 090 22 08.     (W)   SCALED
 GE0100* NAVD 88 ORTHO HEIGHT -    82.310 (meters)      270.05  (feet) ADJUSTED
 GE0100  ______________________________________________________________________
 GE0100  GEOID HEIGHT    -        -28.319 (meters)                     GEOID18
 GE0100  DYNAMIC HEIGHT  -         82.243 (meters)      269.83  (feet) COMP
 GE0100  MODELED GRAVITY -    979,819.7   (mgal)                       NAVD 88
 GE0100
 GE0100  VERT ORDER      -  FIRST     CLASS II
 GE0100
 GE0100.The horizontal coordinates were scaled from a map and have
 GE0100.an estimated accuracy of +/- 6 seconds.
 GE0100
 GE0100.The orthometric height was determined by differential leveling and
 GE0100.adjusted by the NATIONAL GEODETIC SURVEY
 GE0100.in June 1991.
 GE0100
 GE0100.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0100.GEOID18 height accuracy estimate available here.
 GE0100
 GE0100.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA365090(NAD 83)
 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
 GE0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0100.See file dsdata.pdf to determine how the superseded data were derived.
 GE0100
 GE0100_MARKER: DB = BENCH MARK DISK
 GE0100_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GE0100_STAMPING: G 187 1956
 GE0100_MARK LOGO: CGS
 GE0100_MAGNETIC: I = MARKER IS A STEEL ROD
 GE0100_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE0100_ROD/PIPE-DEPTH: 14.6 meters
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0076 ***********************************************************************
 GE0076  DESIGNATION -  G 188
 GE0076  PID         -  GE0076
 GE0076  STATE/COUNTY-  AR/CLAY
 GE0076  COUNTRY     -  US
 GE0076  USGS QUAD   -  GREENWAY (2017)
 GE0076
 GE0076                         *CURRENT SURVEY CONTROL
 GE0076  ______________________________________________________________________
 GE0076* NAD 83(1986) POSITION- 36 21 11.     (N) 090 12 40.     (W)   SCALED
 GE0076* NAVD 88 ORTHO HEIGHT -    86.074 (meters)      282.39  (feet) ADJUSTED
 GE0076  ______________________________________________________________________
 GE0076  GEOID HEIGHT    -        -28.593 (meters)                     GEOID18
 GE0076  DYNAMIC HEIGHT  -         86.003 (meters)      282.16  (feet) COMP
 GE0076  MODELED GRAVITY -    979,809.0   (mgal)                       NAVD 88
 GE0076
 GE0076  VERT ORDER      -  FIRST     CLASS II
 GE0076
 GE0076.The horizontal coordinates were scaled from a map and have
 GE0076.an estimated accuracy of +/- 6 seconds.
 GE0076
 GE0076.The orthometric height was determined by differential leveling and
 GE0076.adjusted by the NATIONAL GEODETIC SURVEY
 GE0076.in June 1991.
 GE0076
 GE0076.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0076.GEOID18 height accuracy estimate available here.
 GE0076
 GE0076.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA502267(NAD 83)
 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
 GE0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0076.See file dsdata.pdf to determine how the superseded data were derived.
 GE0076
 GE0076_MARKER: DB = BENCH MARK DISK
 GE0076_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GE0076_SP_SET: BOX CULVERT HEADWALL
 GE0076_STAMPING: G 188 1956
 GE0076_MARK LOGO: CGS
 GE0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0076+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FE1831 ***********************************************************************
 FE1831  DESIGNATION -  G 189
 FE1831  PID         -  FE1831
 FE1831  STATE/COUNTY-  AR/MISSISSIPPI
 FE1831  COUNTRY     -  US
 FE1831  USGS QUAD   -  BLYTHEVILLE (2017)
 FE1831
 FE1831                         *CURRENT SURVEY CONTROL
 FE1831  ______________________________________________________________________
 FE1831* NAD 83(1986) POSITION- 35 55 42.3    (N) 089 54 15.6    (W)   HD_HELD2
 FE1831* NAVD 88 ORTHO HEIGHT -    78.532 (meters)      257.65  (feet) ADJUSTED
 FE1831  ______________________________________________________________________
 FE1831  GEOID HEIGHT    -        -28.109 (meters)                     GEOID18
 FE1831  DYNAMIC HEIGHT  -         78.466 (meters)      257.43  (feet) COMP
 FE1831  MODELED GRAVITY -    979,790.8   (mgal)                       NAVD 88
 FE1831
 FE1831  VERT ORDER      -  FIRST     CLASS II
 FE1831
 FE1831.The horizontal coordinates were established by autonomous hand held GPS
 FE1831.observations and have an estimated accuracy of +/- 10 meters.
 FE1831
 FE1831.The orthometric height was determined by differential leveling and
 FE1831.adjusted by the NATIONAL GEODETIC SURVEY
 FE1831.in June 1991.
 FE1831
 FE1831.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE1831.GEOID18 height accuracy estimate available here.
 FE1831
 FE1831.Click photographs - Photos may exist for this station.
 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     -   178,976.      589,101.      MT  (+/- 10 meters HH2 GPS)
 FE1831
 FE1831_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3796779907(NAD 83)
 FE1831
 FE1831                          SUPERSEDED SURVEY CONTROL
 FE1831
 FE1831  NGVD 29 (11/26/84)   78.479  (m)          257.48   (f) ADJUSTED    1 2
 FE1831
 FE1831.Superseded values are not recommended for survey control.
 FE1831
 FE1831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1831.See file dsdata.pdf to determine how the superseded data were derived.
 FE1831
 FE1831_MARKER: DB = BENCH MARK DISK
 FE1831_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FE1831_SP_SET: BUILDING
 FE1831_STAMPING: G 189 1956
 FE1831_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0845 ***********************************************************************
 FG0845  DESIGNATION -  G 19
 FG0845  PID         -  FG0845
 FG0845  STATE/COUNTY-  AR/NEWTON
 FG0845  COUNTRY     -  US
 FG0845  USGS QUAD   -  OZONE (2017)
 FG0845
 FG0845                         *CURRENT SURVEY CONTROL
 FG0845  ______________________________________________________________________
 FG0845* NAD 83(1986) POSITION- 35 44 13.     (N) 093 24 50.     (W)   SCALED
 FG0845* NAVD 88 ORTHO HEIGHT -   606.656 (meters)     1990.34  (feet) ADJUSTED
 FG0845  ______________________________________________________________________
 FG0845  GEOID HEIGHT    -        -28.142 (meters)                     GEOID18
 FG0845  DYNAMIC HEIGHT  -        606.064 (meters)     1988.40  (feet) COMP
 FG0845  MODELED GRAVITY -    979,636.9   (mgal)                       NAVD 88
 FG0845
 FG0845  VERT ORDER      -  SECOND    CLASS 0
 FG0845
 FG0845.The horizontal coordinates were scaled from a map and have
 FG0845.an estimated accuracy of +/- 6 seconds.
 FG0845
 FG0845.The orthometric height was determined by differential leveling and
 FG0845.adjusted by the NATIONAL GEODETIC SURVEY
 FG0845.in June 1991.
 FG0845
 FG0845.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0845.GEOID18 height accuracy estimate available here.
 FG0845
 FG0845.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV625548(NAD 83)
 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
 FG0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0845.See file dsdata.pdf to determine how the superseded data were derived.
 FG0845
 FG0845_MARKER: DB = BENCH MARK DISK
 FG0845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0845_STAMPING: G 19 1932
 FG0845_MARK LOGO: CGS
 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             CGS
 FG0845
 FG0845                          STATION DESCRIPTION
 FG0845
 FG0845'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG0846 ***********************************************************************
 FG0846  DESIGNATION -  G 19 RESET
 FG0846  PID         -  FG0846
 FG0846  STATE/COUNTY-  AR/NEWTON
 FG0846  COUNTRY     -  US
 FG0846  USGS QUAD   -  OZONE (2017)
 FG0846
 FG0846                         *CURRENT SURVEY CONTROL
 FG0846  ______________________________________________________________________
 FG0846* NAD 83(1986) POSITION- 35 44 08.43   (N) 093 24 46.98   (W)   HD_HELD1
 FG0846* NAVD 88 ORTHO HEIGHT -   606.96  (meters)     1991.3   (feet) RESET
 FG0846  ______________________________________________________________________
 FG0846  GEOID HEIGHT    -        -28.143 (meters)                     GEOID18
 FG0846  VERT ORDER      -  THIRD
 FG0846
 FG0846.The horizontal coordinates were determined by differentially corrected
 FG0846.hand held GPS observations or other comparable positioning techniques
 FG0846.and have an estimated accuracy of +/- 3 meters.
 FG0846
 FG0846.The orthometric height was computed from unverified reset data.
 FG0846
 FG0846.No vertical observational check was made to the station.
 FG0846
 FG0846.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0846.GEOID18 height accuracy estimate available here.
 FG0846
 FG0846.Click photographs - Photos may exist for this station.
 FG0846
 FG0846;                    North         East    Units  Estimated Accuracy
 FG0846;SPC AR N     -   156,495.7     272,182.5     MT  (+/- 3 meters HH1 GPS) 
 FG0846
 FG0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV6264854710(NAD 83)
 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
 FG0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0846.See file dsdata.pdf to determine how the superseded data were derived.
 FG0846
 FG0846_MARKER: DB = BENCH MARK DISK
 FG0846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0846_STAMPING: G 19 RESET 1961
 FG0846_MARK LOGO: CGS
 FG0846_PROJECTION: PROJECTING 10 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0146 ***********************************************************************
 GE0146  DESIGNATION -  G 190
 GE0146  PID         -  GE0146
 GE0146  STATE/COUNTY-  AR/CLAY
 GE0146  COUNTRY     -  US
 GE0146  USGS QUAD   -  MCDOUGAL (2017)
 GE0146
 GE0146                         *CURRENT SURVEY CONTROL
 GE0146  ______________________________________________________________________
 GE0146* NAD 83(1986) POSITION- 36 26 05.     (N) 090 24 40.     (W)   SCALED
 GE0146* NAVD 88 ORTHO HEIGHT -    89.279 (meters)      292.91  (feet) ADJUSTED
 GE0146  ______________________________________________________________________
 GE0146  GEOID HEIGHT    -        -28.725 (meters)                     GEOID18
 GE0146  DYNAMIC HEIGHT  -         89.206 (meters)      292.67  (feet) COMP
 GE0146  MODELED GRAVITY -    979,820.9   (mgal)                       NAVD 88
 GE0146
 GE0146  VERT ORDER      -  FIRST     CLASS II
 GE0146
 GE0146.The horizontal coordinates were scaled from a map and have
 GE0146.an estimated accuracy of +/- 6 seconds.
 GE0146
 GE0146.The orthometric height was determined by differential leveling and
 GE0146.adjusted by the NATIONAL GEODETIC SURVEY
 GE0146.in June 1991.
 GE0146
 GE0146.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0146.GEOID18 height accuracy estimate available here.
 GE0146
 GE0146.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA320352(NAD 83)
 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
 GE0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0146.See file dsdata.pdf to determine how the superseded data were derived.
 GE0146
 GE0146_MARKER: DB = BENCH MARK DISK
 GE0146_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GE0146_STAMPING: G 190 1956
 GE0146_MARK LOGO: CGS
 GE0146_PROJECTION: RECESSED 5 CENTIMETERS
 GE0146_MAGNETIC: I = MARKER IS A STEEL ROD
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1115 ***********************************************************************
 EJ1115  DESIGNATION -  G 192 X
 EJ1115  PID         -  EJ1115
 EJ1115  STATE/COUNTY-  AR/CLARK
 EJ1115  COUNTRY     -  US
 EJ1115  USGS QUAD   -  ARKADELPHIA (2017)
 EJ1115
 EJ1115                         *CURRENT SURVEY CONTROL
 EJ1115  ______________________________________________________________________
 EJ1115* NAD 83(1986) POSITION- 34 01 29.75   (N) 093 05 20.27   (W)   HD_HELD1
 EJ1115* NAVD 88 ORTHO HEIGHT -    58.804 (meters)      192.93  (feet) ADJUSTED
 EJ1115  ______________________________________________________________________
 EJ1115  GEOID HEIGHT    -        -26.764 (meters)                     GEOID18
 EJ1115  DYNAMIC HEIGHT  -         58.745 (meters)      192.73  (feet) COMP
 EJ1115  MODELED GRAVITY -    979,634.0   (mgal)                       NAVD 88
 EJ1115
 EJ1115  VERT ORDER      -  FIRST     CLASS II
 EJ1115
 EJ1115.The horizontal coordinates were determined by differentially corrected
 EJ1115.hand held GPS observations or other comparable positioning techniques
 EJ1115.and have an estimated accuracy of +/- 3 meters.
 EJ1115
 EJ1115.The orthometric height was determined by differential leveling and
 EJ1115.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1115.in June 1991.
 EJ1115
 EJ1115.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1115.GEOID18 height accuracy estimate available here.
 EJ1115
 EJ1115.Click photographs - Photos may exist for this station.
 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     -   551,182.8     299,435.8     MT  (+/- 3 meters HH1 GPS) 
 EJ1115
 EJ1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT9178664923(NAD 83)
 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
 EJ1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1115.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1115
 EJ1115_MARKER: DB = BENCH MARK DISK
 EJ1115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1115_STAMPING: G 192 X 1959
 EJ1115_MARK LOGO: CGS
 EJ1115_PROJECTION: PROJECTING 10 CENTIMETERS
 EJ1115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1115+STABILITY: SURFACE MOTION
 EJ1115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EJ1115+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2018
 EJ1115
 EJ1115  HISTORY     - Date     Condition        Report By
 EJ1115  HISTORY     - 1959     MONUMENTED       CGS
 EJ1115  HISTORY     - 1960     GOOD             CGS
 EJ1115  HISTORY     - 20160120 GOOD             ARHD
 EJ1115  HISTORY     - 20180808 GOOD             ARHD
 EJ1115
 EJ1115                          STATION DESCRIPTION
 EJ1115
 EJ1115'DESCRIBED BY COAST AND 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.
 EJ1115
 EJ1115                          STATION RECOVERY (2016)
 EJ1115
 EJ1115'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (BAB)
 EJ1115'RECOVERED IN GOOD CONDITION.
 EJ1115
 EJ1115                          STATION RECOVERY (2018)
 EJ1115
 EJ1115'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (WSJ)
 EJ1115'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0312 ***********************************************************************
 DL0312  DESIGNATION -  G 193 X
 DL0312  PID         -  DL0312
 DL0312  STATE/COUNTY-  AR/OUACHITA
 DL0312  COUNTRY     -  US
 DL0312  USGS QUAD   -  CAMDEN (2017)
 DL0312
 DL0312                         *CURRENT SURVEY CONTROL
 DL0312  ______________________________________________________________________
 DL0312* NAD 83(1986) POSITION- 33 36 28.     (N) 092 51 32.     (W)   SCALED
 DL0312* NAVD 88 ORTHO HEIGHT -    34.573 (meters)      113.43  (feet) ADJUSTED
 DL0312  ______________________________________________________________________
 DL0312  GEOID HEIGHT    -        -26.313 (meters)                     GEOID18
 DL0312  DYNAMIC HEIGHT  -         34.537 (meters)      113.31  (feet) COMP
 DL0312  MODELED GRAVITY -    979,606.2   (mgal)                       NAVD 88
 DL0312
 DL0312  VERT ORDER      -  FIRST     CLASS II
 DL0312
 DL0312.The horizontal coordinates were scaled from a map and have
 DL0312.an estimated accuracy of +/- 6 seconds.
 DL0312
 DL0312.The orthometric height was determined by differential leveling and
 DL0312.adjusted by the NATIONAL GEODETIC SURVEY
 DL0312.in June 1991.
 DL0312
 DL0312.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0312.GEOID18 height accuracy estimate available here.
 DL0312
 DL0312.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT130186(NAD 83)
 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
 DL0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0312.See file dsdata.pdf to determine how the superseded data were derived.
 DL0312
 DL0312_MARKER: DB = BENCH MARK DISK
 DL0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0312_STAMPING: G 193 X 1959
 DL0312_MARK LOGO: CGS
 DL0312_PROJECTION: PROJECTING 18 CENTIMETERS
 DL0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0312+STABILITY: SURFACE MOTION
 DL0312_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL0312+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2013
 DL0312
 DL0312  HISTORY     - Date     Condition        Report By
 DL0312  HISTORY     - 1959     MONUMENTED       CGS
 DL0312  HISTORY     - 1960     GOOD             CGS
 DL0312  HISTORY     - 1964     GOOD             CGS
 DL0312  HISTORY     - 20130709 GOOD             ARHD
 DL0312
 DL0312                          STATION DESCRIPTION
 DL0312
 DL0312'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1964
 DL0312'RECOVERED IN GOOD CONDITION.
 DL0312
 DL0312                          STATION RECOVERY (2013)
 DL0312
 DL0312'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (KBC)
 DL0312'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0408 ***********************************************************************
 DL0408  DESIGNATION -  G 196
 DL0408  PID         -  DL0408
 DL0408  STATE/COUNTY-  AR/OUACHITA
 DL0408  COUNTRY     -  US
 DL0408  USGS QUAD   -  CHIDESTER (2017)
 DL0408
 DL0408                         *CURRENT SURVEY CONTROL
 DL0408  ______________________________________________________________________
 DL0408* NAD 83(1986) POSITION- 33 44 08.     (N) 093 04 21.     (W)   SCALED
 DL0408* NAVD 88 ORTHO HEIGHT -    54.903 (meters)      180.13  (feet) ADJUSTED
 DL0408  ______________________________________________________________________
 DL0408  GEOID HEIGHT    -        -26.509 (meters)                     GEOID18
 DL0408  DYNAMIC HEIGHT  -         54.847 (meters)      179.94  (feet) COMP
 DL0408  MODELED GRAVITY -    979,612.3   (mgal)                       NAVD 88
 DL0408
 DL0408  VERT ORDER      -  FIRST     CLASS II
 DL0408
 DL0408.The horizontal coordinates were scaled from a map and have
 DL0408.an estimated accuracy of +/- 6 seconds.
 DL0408
 DL0408.The orthometric height was determined by differential leveling and
 DL0408.adjusted by the NATIONAL GEODETIC SURVEY
 DL0408.in June 1991.
 DL0408
 DL0408.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0408.GEOID18 height accuracy estimate available here.
 DL0408
 DL0408.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT932328(NAD 83)
 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
 DL0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0408.See file dsdata.pdf to determine how the superseded data were derived.
 DL0408
 DL0408_MARKER: DB = BENCH MARK DISK
 DL0408_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0408_STAMPING: G 196 1960
 DL0408_MARK LOGO: CGS
 DL0408_MAGNETIC: P = MARKER IS A STEEL PIPE
 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             CGS
 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 COAST AND GEODETIC SURVEY 1964
 DL0408'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0337 ***********************************************************************
 DL0337  DESIGNATION -  G 197
 DL0337  PID         -  DL0337
 DL0337  STATE/COUNTY-  AR/OUACHITA
 DL0337  COUNTRY     -  US
 DL0337  USGS QUAD   -  CAMDEN SW (2017)
 DL0337
 DL0337                         *CURRENT SURVEY CONTROL
 DL0337  ______________________________________________________________________
 DL0337* NAD 83(1986) POSITION- 33 31 57.     (N) 092 52 55.     (W)   SCALED
 DL0337* NAVD 88 ORTHO HEIGHT -    54.407 (meters)      178.50  (feet) ADJUSTED
 DL0337  ______________________________________________________________________
 DL0337  GEOID HEIGHT    -        -26.312 (meters)                     GEOID18
 DL0337  DYNAMIC HEIGHT  -         54.350 (meters)      178.31  (feet) COMP
 DL0337  MODELED GRAVITY -    979,595.2   (mgal)                       NAVD 88
 DL0337
 DL0337  VERT ORDER      -  FIRST     CLASS II
 DL0337
 DL0337.The horizontal coordinates were scaled from a map and have
 DL0337.an estimated accuracy of +/- 6 seconds.
 DL0337
 DL0337.The orthometric height was determined by differential leveling and
 DL0337.adjusted by the NATIONAL GEODETIC SURVEY
 DL0337.in June 1991.
 DL0337
 DL0337.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0337.GEOID18 height accuracy estimate available here.
 DL0337
 DL0337.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT109103(NAD 83)
 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
 DL0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0337.See file dsdata.pdf to determine how the superseded data were derived.
 DL0337
 DL0337_MARKER: DB = BENCH MARK DISK
 DL0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0337_STAMPING: G 197 1960
 DL0337_MARK LOGO: CGS
 DL0337_PROJECTION: PROJECTING 18 CENTIMETERS
 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             CGS
 DL0337  HISTORY     - 20110921 MARK NOT FOUND   ARHD
 DL0337  HISTORY     - 20130416 MARK NOT FOUND   ARHD
 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 COAST AND GEODETIC SURVEY 1964
 DL0337'RECOVERED IN GOOD CONDITION.
 DL0337
 DL0337                          STATION RECOVERY (2011)
 DL0337
 DL0337'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (AMC)
 DL0337'MARK NOT FOUND.
 DL0337
 DL0337                          STATION RECOVERY (2013)
 DL0337
 DL0337'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (JDH)
 DL0337'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0214 ***********************************************************************
 DL0214  DESIGNATION -  G 198
 DL0214  PID         -  DL0214
 DL0214  STATE/COUNTY-  AR/OUACHITA
 DL0214  COUNTRY     -  US
 DL0214  USGS QUAD   -  SNOW HILL (2017)
 DL0214
 DL0214                         *CURRENT SURVEY CONTROL
 DL0214  ______________________________________________________________________
 DL0214* NAD 83(1986) POSITION- 33 22 57.     (N) 092 38 27.     (W)   SCALED
 DL0214* NAVD 88 ORTHO HEIGHT -    48.611 (meters)      159.48  (feet) ADJUSTED
 DL0214  ______________________________________________________________________
 DL0214  GEOID HEIGHT    -        -26.271 (meters)                     GEOID18
 DL0214  DYNAMIC HEIGHT  -         48.560 (meters)      159.32  (feet) COMP
 DL0214  MODELED GRAVITY -    979,587.6   (mgal)                       NAVD 88
 DL0214
 DL0214  VERT ORDER      -  FIRST     CLASS II
 DL0214
 DL0214.The horizontal coordinates were scaled from a map and have
 DL0214.an estimated accuracy of +/- 6 seconds.
 DL0214
 DL0214.The orthometric height was determined by differential leveling and
 DL0214.adjusted by the NATIONAL GEODETIC SURVEY
 DL0214.in June 1991.
 DL0214
 DL0214.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0214.GEOID18 height accuracy estimate available here.
 DL0214
 DL0214.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS334937(NAD 83)
 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
 DL0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0214.See file dsdata.pdf to determine how the superseded data were derived.
 DL0214
 DL0214_MARKER: DB = BENCH MARK DISK
 DL0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0214_STAMPING: G 198 1960
 DL0214_MARK LOGO: CGS
 DL0214_PROJECTION: PROJECTING 13 CENTIMETERS
 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             CGS
 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 COAST AND GEODETIC SURVEY 1964
 DL0214'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0783 ***********************************************************************
 DL0783  DESIGNATION -  G 199
 DL0783  PID         -  DL0783
 DL0783  STATE/COUNTY-  AR/LAFAYETTE
 DL0783  COUNTRY     -  US
 DL0783  USGS QUAD   -  CANFIELD (2017)
 DL0783
 DL0783                         *CURRENT SURVEY CONTROL
 DL0783  ______________________________________________________________________
 DL0783* NAD 83(1986) POSITION- 33 08 31.     (N) 093 38 38.     (W)   SCALED
 DL0783* NAVD 88 ORTHO HEIGHT -    77.054 (meters)      252.80  (feet) ADJUSTED
 DL0783  ______________________________________________________________________
 DL0783  GEOID HEIGHT    -        -26.503 (meters)                     GEOID18
 DL0783  DYNAMIC HEIGHT  -         76.971 (meters)      252.53  (feet) COMP
 DL0783  MODELED GRAVITY -    979,554.5   (mgal)                       NAVD 88
 DL0783
 DL0783  VERT ORDER      -  FIRST     CLASS II
 DL0783
 DL0783.The horizontal coordinates were scaled from a map and have
 DL0783.an estimated accuracy of +/- 6 seconds.
 DL0783
 DL0783.The orthometric height was determined by differential leveling and
 DL0783.adjusted by the NATIONAL GEODETIC SURVEY
 DL0783.in June 1991.
 DL0783
 DL0783.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0783.GEOID18 height accuracy estimate available here.
 DL0783
 DL0783.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS399672(NAD 83)
 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
 DL0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0783.See file dsdata.pdf to determine how the superseded data were derived.
 DL0783
 DL0783_MARKER: DB = BENCH MARK DISK
 DL0783_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL0783_SP_SET: CULVERT HEADWALL
 DL0783_STAMPING: G 199 1960
 DL0783_MARK LOGO: CGS
 DL0783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0783+STABILITY: SURFACE MOTION
 DL0783
 DL0783  HISTORY     - Date     Condition        Report By
 DL0783  HISTORY     - 1960     MONUMENTED       CGS
 DL0783  HISTORY     - 1963     GOOD             CGS
 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 COAST AND GEODETIC SURVEY 1963
 DL0783'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FE1844 ***********************************************************************
 FE1844  DESIGNATION -  G 2
 FE1844  PID         -  FE1844
 FE1844  STATE/COUNTY-  AR/MISSISSIPPI
 FE1844  COUNTRY     -  US
 FE1844  USGS QUAD   -  BLYTHEVILLE (2017)
 FE1844
 FE1844                         *CURRENT SURVEY CONTROL
 FE1844  ______________________________________________________________________
 FE1844* NAD 83(1997) POSITION- 35 57 34.10740(N) 089 57 29.87823(W)   ADJUSTED
 FE1844* NAVD 88 ORTHO HEIGHT -    76.192 (meters)      249.97  (feet) ADJUSTED
 FE1844  ______________________________________________________________________
 FE1844  GEOID HEIGHT    -        -28.175 (meters)                     GEOID18
 FE1844  LAPLACE CORR    -         -0.11  (seconds)                    DEFLEC18
 FE1844  DYNAMIC HEIGHT  -         76.128 (meters)      249.76  (feet) COMP
 FE1844  MODELED GRAVITY -    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 and
 FE1844.adjusted by the NATIONAL GEODETIC SURVEY
 FE1844.in June 1991.
 FE1844
 FE1844.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE1844.GEOID18 height accuracy estimate available here.
 FE1844
 FE1844.Click photographs - Photos may exist for this station.
 FE1844
 FE1844.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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  =   1.00046965
 FE1844!UTM  15      -   0.99999246  x   1.00052737  =   1.00051983
 FE1844
 FE1844_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3320283500(NAD 83)
 FE1844
 FE1844                          SUPERSEDED SURVEY CONTROL
 FE1844
 FE1844  NAD 83(1995)-  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 (11/26/84)   76.143  (m)          249.81   (f) ADJUSTED    1 2
 FE1844
 FE1844.Superseded values are not recommended for survey control.
 FE1844
 FE1844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1844.See file dsdata.pdf to determine how the superseded data were derived.
 FE1844
 FE1844_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 FE1844_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE1844_STAMPING: G 2 1942
 FE1844_MARK LOGO: USACE
 FE1844_PROJECTION: RECESSED 5 CENTIMETERS
 FE1844_MAGNETIC: P = MARKER IS A STEEL PIPE
 FE1844_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1844
 FE1844  HISTORY     - Date     Condition        Report By
 FE1844  HISTORY     - 1942     MONUMENTED       USACE
 FE1844  HISTORY     - 1956     GOOD             CGS
 FE1844  HISTORY     - 20020722 MARK NOT FOUND   USACE
 FE1844
 FE1844                          STATION DESCRIPTION
 FE1844
 FE1844'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1942
 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 0.3
 FE1844'MILE TO A CROSS STREET, TURN LEFT AND GO 0.3 MILE TO A CROSS STREET
 FE1844'AND STATION IN THE NORTHWEST ANGLE.
 FE1844'
 FE1844'G-2 (USE) IS 77 FEET NORTH OF THE CENTER OF AN EAST-WEST ROAD, 33 FEET
 FE1844'NORTHEAST OF A SPLIT TRUNK COTTON WOOD TREE, 28 FEET SOUTHEAST OF A 3
 FE1844'FOOT COTTON WOOD TREE AND IS NEAR THE CENTER OF A GROUP OF 6 TREES.
 FE1844'IT IS A PRE-CAST CONCRETE MARK WITH THE DISK STAMPED G-2 1942.
 FE1844
 FE1844                          STATION RECOVERY (1956)
 FE1844
 FE1844'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 FE1844'4.2 MI NORTHWEST FROM BLYTHEVILLE, 3.75 MILES WEST AND NORTHWEST ALONG
 FE1844'STATE HIGHWAY 151 FROM THE JUNCTION OF U.S. HIGHWAY 61 AT BLYTHEVILLE,
 FE1844'THENCE ABOUT 0.45 MILE EAST ALONG 4-LANE DIVIDED ENTRANCE ROAD TO
 FE1844'BLYTHEVILLE AIR FORCE BASE, ACROSS ENTRANCE ROAD FROM AFB HEADQUARTERS
 FE1844'BUILDING, 65 FEET NORTH OF NORTH CURB OF ENTRANCE ROAD, 420 FEET WEST
 FE1844'OF 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 CORNER
 FE1844'OF BATH HOUSE OF SWIMMING POOL, 154 FEET EAST OF NORTHEAST CORNER OF
 FE1844'CONCRETE BLOCK BUILDING HOUSING THE SWIMMING POOL FILTER PLANT, 46
 FE1844'FEET NORTHEAST OF A POWER POLE, 1 FOOT WEST OF A WHITE WOODEN WITNESS
 FE1844'POST AND IS A 4-INCH PIPE AND CAP ABOUT 2 INCHES BELOW SURFACE OF
 FE1844'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 = MARCH 20, 2026 22:17:28 EDT
 GE0481 ***********************************************************************
 GE0481  DESIGNATION -  G 2
 GE0481  PID         -  GE0481
 GE0481  STATE/COUNTY-  AR/LAWRENCE
 GE0481  COUNTRY     -  US
 GE0481  USGS QUAD   -  IMBODEN (2017)
 GE0481
 GE0481                         *CURRENT SURVEY CONTROL
 GE0481  ______________________________________________________________________
 GE0481* NAD 83(1986) POSITION- 36 09 36.     (N) 091 08 06.     (W)   SCALED
 GE0481* NAVD 88 ORTHO HEIGHT -    82.707 (meters)      271.35  (feet) ADJUSTED
 GE0481  ______________________________________________________________________
 GE0481  GEOID HEIGHT    -        -28.212 (meters)                     GEOID18
 GE0481  DYNAMIC HEIGHT  -         82.639 (meters)      271.12  (feet) COMP
 GE0481  MODELED GRAVITY -    979,806.9   (mgal)                       NAVD 88
 GE0481
 GE0481  VERT ORDER      -  FIRST     CLASS II
 GE0481
 GE0481.The horizontal coordinates were scaled from a map and have
 GE0481.an estimated accuracy of +/- 6 seconds.
 GE0481
 GE0481.The orthometric height was determined by differential leveling and
 GE0481.adjusted by the NATIONAL GEODETIC SURVEY
 GE0481.in June 1991.
 GE0481
 GE0481.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0481.GEOID18 height accuracy estimate available here.
 GE0481
 GE0481.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA677033(NAD 83)
 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
 GE0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0481.See file dsdata.pdf to determine how the superseded data were derived.
 GE0481
 GE0481_MARKER: DB = BENCH MARK DISK
 GE0481_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GE0481_SP_SET: BRIDGE ABUTMENT
 GE0481_STAMPING: G 2 1928
 GE0481_MARK LOGO: CGS
 GE0481_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE0481
 GE0481  HISTORY     - Date     Condition        Report By
 GE0481  HISTORY     - UNK      MONUMENTED       CGS
 GE0481  HISTORY     - 1928     GOOD             CGS
 GE0481
 GE0481                          STATION DESCRIPTION
 GE0481
 GE0481'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG1066 ***********************************************************************
 FG1066  DESIGNATION -  G 2
 FG1066  PID         -  FG1066
 FG1066  STATE/COUNTY-  AR/POPE
 FG1066  COUNTRY     -  US
 FG1066  USGS QUAD   -  RUSSELLVILLE EAST (2017)
 FG1066
 FG1066                         *CURRENT SURVEY CONTROL
 FG1066  ______________________________________________________________________
 FG1066* NAD 83(1986) POSITION- 35 21 54.     (N) 093 07 06.     (W)   SCALED
 FG1066* NAVD 88 ORTHO HEIGHT -   131.051 (meters)      429.96  (feet) POSTED
 FG1066  ______________________________________________________________________
 FG1066  GEOID HEIGHT    -        -29.012 (meters)                     GEOID18
 FG1066  DYNAMIC HEIGHT  -        130.93  (meters)      429.6   (feet) COMP
 FG1066  MODELED GRAVITY -    979,690.6   (mgal)                       NAVD 88
 FG1066
 FG1066  VERT ORDER      -  * POSTED, SEE BELOW
 FG1066
 FG1066.The horizontal coordinates were scaled from a 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
 FG1066.* This is a POSTED BENCH MARK height.
 FG1066
 FG1066.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1066.GEOID18 height accuracy estimate available here.
 FG1066
 FG1066.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV892135(NAD 83)
 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
 FG1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1066.See file dsdata.pdf to determine how the superseded data were derived.
 FG1066
 FG1066_MARKER: DD = SURVEY DISK
 FG1066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1066_STAMPING: G 2 1931
 FG1066_MARK LOGO: USGS
 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   CGS
 FG1066
 FG1066                          STATION DESCRIPTION
 FG1066
 FG1066'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 GE0482 ***********************************************************************
 GE0482  DESIGNATION -  G 2 RESET
 GE0482  PID         -  GE0482
 GE0482  STATE/COUNTY-  AR/LAWRENCE
 GE0482  COUNTRY     -  US
 GE0482  USGS QUAD   -  IMBODEN (2017)
 GE0482
 GE0482                         *CURRENT SURVEY CONTROL
 GE0482  ______________________________________________________________________
 GE0482* NAD 83(1986) POSITION- 36 09 36.     (N) 091 08 06.     (W)   SCALED
 GE0482* NAVD 88 ORTHO HEIGHT -    81.44  (meters)      267.2   (feet) RESET
 GE0482  ______________________________________________________________________
 GE0482  GEOID HEIGHT    -        -28.212 (meters)                     GEOID18
 GE0482  VERT ORDER      -  THIRD
 GE0482
 GE0482.The horizontal coordinates were scaled from a map and have
 GE0482.an estimated accuracy of +/- 6 seconds.
 GE0482
 GE0482.The orthometric height was computed from unverified reset data.
 GE0482
 GE0482.No vertical observational check was made to the station.
 GE0482
 GE0482.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0482.GEOID18 height accuracy estimate available here.
 GE0482
 GE0482.Click photographs - Photos may exist for this station.
 GE0482
 GE0482;                    North         East    Units  Estimated Accuracy
 GE0482;SPC AR N     -   203,000.      477,830.      MT  (+/- 180 meters Scaled)
 GE0482
 GE0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA677033(NAD 83)
 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
 GE0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0482.See file dsdata.pdf to determine how the superseded data were derived.
 GE0482
 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_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FH0120 ***********************************************************************
 FH0120  DESIGNATION -  G 20
 FH0120  PID         -  FH0120
 FH0120  STATE/COUNTY-  AR/SEBASTIAN
 FH0120  COUNTRY     -  US
 FH0120  USGS QUAD   -  BARLING (2017)
 FH0120
 FH0120                         *CURRENT SURVEY CONTROL
 FH0120  ______________________________________________________________________
 FH0120* NAD 83(1986) POSITION- 35 15 04.     (N) 094 18 51.     (W)   SCALED
 FH0120* NAVD 88 ORTHO HEIGHT -   135.471 (meters)      444.46  (feet) ADJUSTED
 FH0120  ______________________________________________________________________
 FH0120  GEOID HEIGHT    -        -30.439 (meters)                     GEOID18
 FH0120  DYNAMIC HEIGHT  -        135.340 (meters)      444.03  (feet) COMP
 FH0120  MODELED GRAVITY -    979,670.0   (mgal)                       NAVD 88
 FH0120
 FH0120  VERT ORDER      -  FIRST     CLASS II
 FH0120
 FH0120.The horizontal coordinates were scaled from a map and have
 FH0120.an estimated accuracy of +/- 6 seconds.
 FH0120
 FH0120.The orthometric height was determined by differential leveling and
 FH0120.adjusted by the NATIONAL GEODETIC SURVEY
 FH0120.in June 1991.
 FH0120
 FH0120.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0120.GEOID18 height accuracy estimate available here.
 FH0120
 FH0120.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV804016(NAD 83)
 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
 FH0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0120.See file dsdata.pdf to determine how the superseded data were derived.
 FH0120
 FH0120_MARKER: DB = BENCH MARK DISK
 FH0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0120_STAMPING: 444.156 G 20 1931
 FH0120_MARK LOGO: CGS
 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             CGS
 FH0120  HISTORY     - 1965     MARK NOT FOUND   CGS
 FH0120  HISTORY     - 198412   MARK NOT FOUND   USGS
 FH0120  HISTORY     - 1985     MARK NOT FOUND   NGS
 FH0120
 FH0120                          STATION DESCRIPTION
 FH0120
 FH0120'DESCRIBED BY COAST AND 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DL0120 ***********************************************************************
 DL0120  DESIGNATION -  G 200
 DL0120  PID         -  DL0120
 DL0120  STATE/COUNTY-  AR/UNION
 DL0120  COUNTRY     -  US
 DL0120  USGS QUAD   -  NEW UNION (2017)
 DL0120
 DL0120                         *CURRENT SURVEY CONTROL
 DL0120  ______________________________________________________________________
 DL0120* NAD 83(1986) POSITION- 33 08 16.     (N) 092 12 51.     (W)   SCALED
 DL0120* NAVD 88 ORTHO HEIGHT -    27.353 (meters)       89.74  (feet) ADJUSTED
 DL0120  ______________________________________________________________________
 DL0120  GEOID HEIGHT    -        -26.114 (meters)                     GEOID18
 DL0120  DYNAMIC HEIGHT  -         27.323 (meters)       89.64  (feet) COMP
 DL0120  MODELED GRAVITY -    979,564.9   (mgal)                       NAVD 88
 DL0120
 DL0120  VERT ORDER      -  FIRST     CLASS II
 DL0120
 DL0120.The horizontal coordinates were scaled from a map and have
 DL0120.an estimated accuracy of +/- 6 seconds.
 DL0120
 DL0120.The orthometric height was determined by differential leveling and
 DL0120.adjusted by the NATIONAL GEODETIC SURVEY
 DL0120.in June 1991.
 DL0120
 DL0120.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0120.GEOID18 height accuracy estimate available here.
 DL0120
 DL0120.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS732668(NAD 83)
 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
 DL0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0120.See file dsdata.pdf to determine how the superseded data were derived.
 DL0120
 DL0120_MARKER: DB = BENCH MARK DISK
 DL0120_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL0120_STAMPING: G 200 1960
 DL0120_MARK LOGO: CGS
 DL0120_MAGNETIC: I = MARKER IS A STEEL ROD
 DL0120_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0120_ROD/PIPE-DEPTH: 6.1 meters
 DL0120
 DL0120  HISTORY     - Date     Condition        Report By
 DL0120  HISTORY     - 1960     MONUMENTED       CGS
 DL0120  HISTORY     - 1964     GOOD             CGS
 DL0120  HISTORY     - 20220316 MARK NOT FOUND   ARHD
 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 COAST AND GEODETIC SURVEY 1964
 DL0120'RECOVERED IN GOOD CONDITION.
 DL0120
 DL0120                          STATION RECOVERY (2022)
 DL0120
 DL0120'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2022 (JH)
 DL0120'HIGHWAY HAS BEEN WIDENED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0253 ***********************************************************************
 DL0253  DESIGNATION -  G 201
 DL0253  PID         -  DL0253
 DL0253  STATE/COUNTY-  AR/UNION
 DL0253  COUNTRY     -  US
 DL0253  USGS QUAD   -  EL DORADO EAST (2017)
 DL0253
 DL0253                         *CURRENT SURVEY CONTROL
 DL0253  ______________________________________________________________________
 DL0253* NAD 83(1986) POSITION- 33 14 34.     (N) 092 31 03.     (W)   SCALED
 DL0253* NAVD 88 ORTHO HEIGHT -    56.873 (meters)      186.59  (feet) ADJUSTED
 DL0253  ______________________________________________________________________
 DL0253  GEOID HEIGHT    -        -26.260 (meters)                     GEOID18
 DL0253  DYNAMIC HEIGHT  -         56.812 (meters)      186.39  (feet) COMP
 DL0253  MODELED GRAVITY -    979,566.9   (mgal)                       NAVD 88
 DL0253
 DL0253  VERT ORDER      -  FIRST     CLASS II
 DL0253
 DL0253.The horizontal coordinates were scaled from a map and have
 DL0253.an estimated accuracy of +/- 6 seconds.
 DL0253
 DL0253.The orthometric height was determined by differential leveling and
 DL0253.adjusted by the NATIONAL GEODETIC SURVEY
 DL0253.in June 1991.
 DL0253
 DL0253.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0253.GEOID18 height accuracy estimate available here.
 DL0253
 DL0253.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS449783(NAD 83)
 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
 DL0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0253.See file dsdata.pdf to determine how the superseded data were derived.
 DL0253
 DL0253_MARKER: DB = BENCH MARK DISK
 DL0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0253_STAMPING: G 201 1960
 DL0253_MARK LOGO: CGS
 DL0253_PROJECTION: PROJECTING 10 CENTIMETERS
 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             CGS
 DL0253
 DL0253                          STATION DESCRIPTION
 DL0253
 DL0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0253'ABOUT 0.95 MILE NORTHEAST ALONG A GRAVELED ROAD FROM THE OLD UNION
 DL0253'BAPTIST CHURCH AT OLD UNION, IN SECTION 14, T17S, R14W, 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 COAST AND GEODETIC SURVEY 1964
 DL0253'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0553 ***********************************************************************
 DL0553  DESIGNATION -  G 202
 DL0553  PID         -  DL0553
 DL0553  STATE/COUNTY-  AR/COLUMBIA
 DL0553  COUNTRY     -  US
 DL0553  USGS QUAD   -  WALDO (2017)
 DL0553
 DL0553                         *CURRENT SURVEY CONTROL
 DL0553  ______________________________________________________________________
 DL0553* NAD 83(1986) POSITION- 33 21 11.3    (N) 093 17 35.9    (W)   HD_HELD2
 DL0553* NAVD 88 ORTHO HEIGHT -   109.677 (meters)      359.83  (feet) ADJUSTED
 DL0553  ______________________________________________________________________
 DL0553  GEOID HEIGHT    -        -26.540 (meters)                     GEOID18
 DL0553  DYNAMIC HEIGHT  -        109.560 (meters)      359.45  (feet) COMP
 DL0553  MODELED GRAVITY -    979,566.7   (mgal)                       NAVD 88
 DL0553
 DL0553  VERT ORDER      -  FIRST     CLASS II
 DL0553
 DL0553.The horizontal coordinates were established by autonomous hand held GPS
 DL0553.observations and have an estimated accuracy of +/- 10 meters.
 DL0553
 DL0553.The orthometric height was determined by differential leveling and
 DL0553.adjusted by the NATIONAL GEODETIC SURVEY
 DL0553.in June 1991.
 DL0553
 DL0553.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0553.GEOID18 height accuracy estimate available here.
 DL0553
 DL0553.Click photographs - Photos may exist for this station.
 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     -   476,900.      279,625.      MT  (+/- 10 meters HH2 GPS)
 DL0553
 DL0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS7271090475(NAD 83)
 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
 DL0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0553.See file dsdata.pdf to determine how the superseded data were derived.
 DL0553
 DL0553_MARKER: DB = BENCH MARK DISK
 DL0553_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL0553_SP_SET: WATER TANK FOOTING
 DL0553_STAMPING: G 202 1960
 DL0553_MARK LOGO: CGS
 DL0553_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0553_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL0553+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2024
 DL0553
 DL0553  HISTORY     - Date     Condition        Report By
 DL0553  HISTORY     - 1960     MONUMENTED       CGS
 DL0553  HISTORY     - 1963     GOOD             CGS
 DL0553  HISTORY     - 20240806 GOOD             ARHD
 DL0553
 DL0553                          STATION DESCRIPTION
 DL0553
 DL0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0553'ABOUT 0.15 MILE EAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM THE
 DL0553'STATION AT WALDO, IN SECTION 17, T16S, R21W, 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 COAST AND GEODETIC SURVEY 1963
 DL0553'RECOVERED IN GOOD CONDITION.
 DL0553
 DL0553                          STATION RECOVERY (2024)
 DL0553
 DL0553'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (SCW)
 DL0553'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0763 ***********************************************************************
 DL0763  DESIGNATION -  G 203
 DL0763  PID         -  DL0763
 DL0763  STATE/COUNTY-  AR/LAFAYETTE
 DL0763  COUNTRY     -  US
 DL0763  USGS QUAD   -  LEWISVILLE (2017)
 DL0763
 DL0763                         *CURRENT SURVEY CONTROL
 DL0763  ______________________________________________________________________
 DL0763* NAD 83(1986) POSITION- 33 20 02.     (N) 093 35 42.     (W)   SCALED
 DL0763* NAVD 88 ORTHO HEIGHT -    82.857 (meters)      271.84  (feet) ADJUSTED
 DL0763  ______________________________________________________________________
 DL0763  GEOID HEIGHT    -        -26.705 (meters)                     GEOID18
 DL0763  DYNAMIC HEIGHT  -         82.768 (meters)      271.55  (feet) COMP
 DL0763  MODELED GRAVITY -    979,566.5   (mgal)                       NAVD 88
 DL0763
 DL0763  VERT ORDER      -  FIRST     CLASS II
 DL0763
 DL0763.The horizontal coordinates were scaled from a map and have
 DL0763.an estimated accuracy of +/- 6 seconds.
 DL0763
 DL0763.The orthometric height was determined by differential leveling and
 DL0763.adjusted by the NATIONAL GEODETIC SURVEY
 DL0763.in June 1991.
 DL0763
 DL0763.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0763.GEOID18 height accuracy estimate available here.
 DL0763
 DL0763.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS446884(NAD 83)
 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
 DL0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0763.See file dsdata.pdf to determine how the superseded data were derived.
 DL0763
 DL0763_MARKER: DB = BENCH MARK DISK
 DL0763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0763_STAMPING: G 203 1960
 DL0763_MARK LOGO: CGS
 DL0763_PROJECTION: PROJECTING 15 CENTIMETERS
 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             CGS
 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 COAST AND GEODETIC SURVEY 1963
 DL0763'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0261 ***********************************************************************
 DL0261  DESIGNATION -  G 204
 DL0261  PID         -  DL0261
 DL0261  STATE/COUNTY-  AR/OUACHITA
 DL0261  COUNTRY     -  US
 DL0261  USGS QUAD   -  BUENA VISTA (2017)
 DL0261
 DL0261                         *CURRENT SURVEY CONTROL
 DL0261  ______________________________________________________________________
 DL0261* NAD 83(1986) POSITION- 33 28 40.16   (N) 092 59 15.26   (W)   HD_HELD1
 DL0261* NAVD 88 ORTHO HEIGHT -    90.303 (meters)      296.27  (feet) ADJUSTED
 DL0261  ______________________________________________________________________
 DL0261  GEOID HEIGHT    -        -26.354 (meters)                     GEOID18
 DL0261  DYNAMIC HEIGHT  -         90.208 (meters)      295.96  (feet) COMP
 DL0261  MODELED GRAVITY -    979,589.0   (mgal)                       NAVD 88
 DL0261
 DL0261  VERT ORDER      -  FIRST     CLASS II
 DL0261
 DL0261.The horizontal coordinates were determined by differentially corrected
 DL0261.hand held GPS observations or other comparable positioning techniques
 DL0261.and have an estimated accuracy of +/- 3 meters.
 DL0261
 DL0261.The orthometric height was determined by differential leveling and
 DL0261.adjusted by the NATIONAL GEODETIC SURVEY
 DL0261.in June 1991.
 DL0261
 DL0261.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0261.GEOID18 height accuracy estimate available here.
 DL0261
 DL0261.Click photographs - Photos may exist for this station.
 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     -   490,410.5     308,213.5     MT  (+/- 3 meters HH1 GPS) 
 DL0261
 DL0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT0115404260(NAD 83)
 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
 DL0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0261.See file dsdata.pdf to determine how the superseded data were derived.
 DL0261
 DL0261_MARKER: DB = BENCH MARK DISK
 DL0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0261_STAMPING: G 204 1960
 DL0261_MARK LOGO: CGS
 DL0261_PROJECTION: FLUSH
 DL0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0261+STABILITY: SURFACE MOTION
 DL0261_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL0261+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2013
 DL0261
 DL0261  HISTORY     - Date     Condition        Report By
 DL0261  HISTORY     - 1960     MONUMENTED       CGS
 DL0261  HISTORY     - 1964     GOOD             CGS
 DL0261  HISTORY     - 20110921 GOOD             ARHD
 DL0261  HISTORY     - 20130416 GOOD             ARHD
 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 COAST AND GEODETIC SURVEY 1964
 DL0261'RECOVERED IN GOOD CONDITION.
 DL0261
 DL0261                          STATION RECOVERY (2011)
 DL0261
 DL0261'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (AMC)
 DL0261'RECOVERED IN GOOD CONDITION.
 DL0261
 DL0261                          STATION RECOVERY (2013)
 DL0261
 DL0261'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (JDH)
 DL0261'RECOVERED IN GOOD CONDITION.
 DL0261'
 DL0261'NOTE-ADD- 28 FT (8.5 M) WEST OF A COUNTY ROAD 105.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0667 ***********************************************************************
 DL0667  DESIGNATION -  G 205
 DL0667  PID         -  DL0667
 DL0667  STATE/COUNTY-  AR/COLUMBIA
 DL0667  COUNTRY     -  US
 DL0667  USGS QUAD   -  EMERSON (2017)
 DL0667
 DL0667                         *CURRENT SURVEY CONTROL
 DL0667  ______________________________________________________________________
 DL0667* NAD 83(1986) POSITION- 33 01 04.     (N) 093 09 28.     (W)   SCALED
 DL0667* NAVD 88 ORTHO HEIGHT -    91.670 (meters)      300.75  (feet) ADJUSTED
 DL0667  ______________________________________________________________________
 DL0667  GEOID HEIGHT    -        -26.187 (meters)                     GEOID18
 DL0667  DYNAMIC HEIGHT  -         91.570 (meters)      300.43  (feet) COMP
 DL0667  MODELED GRAVITY -    979,542.5   (mgal)                       NAVD 88
 DL0667
 DL0667  VERT ORDER      -  SECOND    CLASS 0
 DL0667
 DL0667.The horizontal coordinates were scaled from a map and have
 DL0667.an estimated accuracy of +/- 6 seconds.
 DL0667
 DL0667.The orthometric height was determined by differential leveling and
 DL0667.adjusted by the NATIONAL GEODETIC SURVEY
 DL0667.in June 1991.
 DL0667
 DL0667.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0667.GEOID18 height accuracy estimate available here.
 DL0667
 DL0667.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS852532(NAD 83)
 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
 DL0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0667.See file dsdata.pdf to determine how the superseded data were derived.
 DL0667
 DL0667_MARKER: DB = BENCH MARK DISK
 DL0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0667_STAMPING: G 205 1960
 DL0667_MARK LOGO: CGS
 DL0667_PROJECTION: PROJECTING 18 CENTIMETERS
 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             CGS
 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 COAST AND GEODETIC SURVEY 1963
 DL0667'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1532 ***********************************************************************
 FF1532  DESIGNATION -  G 206
 FF1532  PID         -  FF1532
 FF1532  STATE/COUNTY-  AR/WHITE
 FF1532  COUNTRY     -  US
 FF1532  USGS QUAD   -  GARNER (2017)
 FF1532
 FF1532                         *CURRENT SURVEY CONTROL
 FF1532  ______________________________________________________________________
 FF1532* NAD 83(1986) POSITION- 35 14 51.0    (N) 091 48 35.1    (W)   HD_HELD2
 FF1532* NAVD 88 ORTHO HEIGHT -    96.664 (meters)      317.14  (feet) ADJUSTED
 FF1532  ______________________________________________________________________
 FF1532  GEOID HEIGHT    -        -27.392 (meters)                     GEOID18
 FF1532  DYNAMIC HEIGHT  -         96.576 (meters)      316.85  (feet) COMP
 FF1532  MODELED GRAVITY -    979,728.4   (mgal)                       NAVD 88
 FF1532
 FF1532  VERT ORDER      -  SECOND    CLASS I
 FF1532
 FF1532.The horizontal coordinates were established by autonomous hand held GPS
 FF1532.observations and have an estimated accuracy of +/- 10 meters.
 FF1532
 FF1532.The orthometric height was determined by differential leveling and
 FF1532.adjusted by the NATIONAL GEODETIC SURVEY
 FF1532.in June 1991.
 FF1532
 FF1532.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1532.GEOID18 height accuracy estimate available here.
 FF1532
 FF1532.Click photographs - Photos may exist for this station.
 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     -   101,436.      417,314.      MT  (+/- 10 meters HH2 GPS)
 FF1532
 FF1532_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV0828601139(NAD 83)
 FF1532
 FF1532                          SUPERSEDED SURVEY CONTROL
 FF1532
 FF1532  NGVD 29 (11/26/84)   96.612  (m)          316.97   (f) ADJUSTED    2 0
 FF1532
 FF1532.Superseded values are not recommended for survey control.
 FF1532
 FF1532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1532.See file dsdata.pdf to determine how the superseded data were derived.
 FF1532
 FF1532_MARKER: DB = BENCH MARK DISK
 FF1532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1532_STAMPING: C 206 1962
 FF1532_MARK LOGO: CGS
 FF1532_PROJECTION: PROJECTING 10 CENTIMETERS
 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 - August 20, 2018
 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  HISTORY     - 20130604 GOOD             ARHD
 FF1532  HISTORY     - 20180820 GOOD             ARHD
 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.
 FF1532
 FF1532                          STATION RECOVERY (2013)
 FF1532
 FF1532'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (BAB)
 FF1532'RECOVERED IN GOOD CONDITION.
 FF1532
 FF1532                          STATION RECOVERY (2018)
 FF1532
 FF1532'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (BAB)
 FF1532'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0199 ***********************************************************************
 FG0199  DESIGNATION -  G 207
 FG0199  PID         -  FG0199
 FG0199  STATE/COUNTY-  AR/CLEBURNE
 FG0199  COUNTRY     -  US
 FG0199  USGS QUAD   -  HEBER SPRINGS (2017)
 FG0199
 FG0199                         *CURRENT SURVEY CONTROL
 FG0199  ______________________________________________________________________
 FG0199* NAD 83(1986) POSITION- 35 26 33.     (N) 092 05 52.     (W)   SCALED
 FG0199* NAVD 88 ORTHO HEIGHT -   199.354 (meters)      654.05  (feet) ADJUSTED
 FG0199  ______________________________________________________________________
 FG0199  GEOID HEIGHT    -        -27.569 (meters)                     GEOID18
 FG0199  DYNAMIC HEIGHT  -        199.172 (meters)      653.45  (feet) COMP
 FG0199  MODELED GRAVITY -    979,714.6   (mgal)                       NAVD 88
 FG0199
 FG0199  VERT ORDER      -  SECOND    CLASS 0
 FG0199
 FG0199.The horizontal coordinates were scaled from a map and have
 FG0199.an estimated accuracy of +/- 6 seconds.
 FG0199
 FG0199.The orthometric height was determined by differential leveling and
 FG0199.adjusted by the NATIONAL GEODETIC SURVEY
 FG0199.in June 1991.
 FG0199
 FG0199.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0199.GEOID18 height accuracy estimate available here.
 FG0199
 FG0199.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV818224(NAD 83)
 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
 FG0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0199.See file dsdata.pdf to determine how the superseded data were derived.
 FG0199
 FG0199_MARKER: DB = BENCH MARK DISK
 FG0199_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FG0199_SP_SET: BRIDGE
 FG0199_STAMPING: G 207 1962
 FG0199_MARK LOGO: CGS
 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  HISTORY     - 20111107 MARK NOT FOUND   ARHD
 FG0199  HISTORY     - 20150411 MARK NOT FOUND   ARHD
 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.
 FG0199
 FG0199                          STATION RECOVERY (2011)
 FG0199
 FG0199'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (SES)
 FG0199'MARK NOT FOUND.
 FG0199
 FG0199                          STATION RECOVERY (2015)
 FG0199
 FG0199'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (WDA)
 FG0199'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0146 ***********************************************************************
 FG0146  DESIGNATION -  G 208
 FG0146  PID         -  FG0146
 FG0146  STATE/COUNTY-  AR/FAULKNER
 FG0146  COUNTRY     -  US
 FG0146  USGS QUAD   -  ROSE BUD (2017)
 FG0146
 FG0146                         *CURRENT SURVEY CONTROL
 FG0146  ______________________________________________________________________
 FG0146* NAD 83(1986) POSITION- 35 15 04.2    (N) 092 07 23.5    (W)   HD_HELD2
 FG0146* NAVD 88 ORTHO HEIGHT -   185.650 (meters)      609.09  (feet) ADJUSTED
 FG0146  ______________________________________________________________________
 FG0146  GEOID HEIGHT    -        -27.635 (meters)                     GEOID18
 FG0146  DYNAMIC HEIGHT  -        185.477 (meters)      608.52  (feet) COMP
 FG0146  MODELED GRAVITY -    979,697.2   (mgal)                       NAVD 88
 FG0146
 FG0146  VERT ORDER      -  SECOND    CLASS 0
 FG0146
 FG0146.The horizontal coordinates were established by autonomous hand held GPS
 FG0146.observations and have an estimated accuracy of +/- 10 meters.
 FG0146
 FG0146.The orthometric height was determined by differential leveling and
 FG0146.adjusted by the NATIONAL GEODETIC SURVEY
 FG0146.in June 1991.
 FG0146
 FG0146.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0146.GEOID18 height accuracy estimate available here.
 FG0146
 FG0146.Click photographs - Photos may exist for this station.
 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     -   101,833.      388,789.      MT  (+/- 10 meters HH2 GPS)
 FG0146
 FG0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV7976501249(NAD 83)
 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
 FG0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0146.See file dsdata.pdf to determine how the superseded data were derived.
 FG0146
 FG0146_MARKER: DB = BENCH MARK DISK
 FG0146_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FG0146_SP_SET: CULVERT HEADWALL
 FG0146_STAMPING: G 208 1962
 FG0146_MARK LOGO: CGS
 FG0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0146+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0235 ***********************************************************************
 FG0235  DESIGNATION -  G 209
 FG0235  PID         -  FG0235
 FG0235  STATE/COUNTY-  AR/VAN BUREN
 FG0235  COUNTRY     -  US
 FG0235  USGS QUAD   -  BEE BRANCH (2017)
 FG0235
 FG0235                         *CURRENT SURVEY CONTROL
 FG0235  ______________________________________________________________________
 FG0235* NAD 83(1986) POSITION- 35 24 06.     (N) 092 23 36.     (W)   SCALED
 FG0235* NAVD 88 ORTHO HEIGHT -   199.365 (meters)      654.08  (feet) ADJUSTED
 FG0235  ______________________________________________________________________
 FG0235  GEOID HEIGHT    -        -27.940 (meters)                     GEOID18
 FG0235  DYNAMIC HEIGHT  -        199.180 (meters)      653.48  (feet) COMP
 FG0235  MODELED GRAVITY -    979,700.8   (mgal)                       NAVD 88
 FG0235
 FG0235  VERT ORDER      -  SECOND    CLASS 0
 FG0235
 FG0235.The horizontal coordinates were scaled from a map and have
 FG0235.an estimated accuracy of +/- 6 seconds.
 FG0235
 FG0235.The orthometric height was determined by differential leveling and
 FG0235.adjusted by the NATIONAL GEODETIC SURVEY
 FG0235.in June 1991.
 FG0235
 FG0235.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0235.GEOID18 height accuracy estimate available here.
 FG0235
 FG0235.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV550177(NAD 83)
 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
 FG0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0235.See file dsdata.pdf to determine how the superseded data were derived.
 FG0235
 FG0235_MARKER: DB = BENCH MARK DISK
 FG0235_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FG0235_SP_SET: BRIDGE
 FG0235_STAMPING: G 209 1962
 FG0235_MARK LOGO: CGS
 FG0235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG0235
 FG0235  HISTORY     - Date     Condition        Report By
 FG0235  HISTORY     - 1962     MONUMENTED       CGS
 FG0235  HISTORY     - 20091217 MARK NOT FOUND   ARHD
 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.
 FG0235
 FG0235                          STATION RECOVERY (2009)
 FG0235
 FG0235'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2009 (VJB)
 FG0235'APPEARS TO HAVE BEEN DESTROYED BY HIGHWAY CONSTRUCTION
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EK0014 ***********************************************************************
 EK0014  DESIGNATION -  G 21
 EK0014  PID         -  EK0014
 EK0014  STATE/COUNTY-  AR/POLK
 EK0014  COUNTRY     -  US
 EK0014  USGS QUAD   -  ACORN (2017)
 EK0014
 EK0014                         *CURRENT SURVEY CONTROL
 EK0014  ______________________________________________________________________
 EK0014* NAD 83(1986) POSITION- 34 38 37.     (N) 094 11 41.     (W)   SCALED
 EK0014* NAVD 88 ORTHO HEIGHT -   334.227 (meters)     1096.54  (feet) ADJUSTED
 EK0014  ______________________________________________________________________
 EK0014  GEOID HEIGHT    -        -30.268 (meters)                     GEOID18
 EK0014  DYNAMIC HEIGHT  -        333.866 (meters)     1095.36  (feet) COMP
 EK0014  MODELED GRAVITY -    979,547.4   (mgal)                       NAVD 88
 EK0014
 EK0014  VERT ORDER      -  FIRST     CLASS II
 EK0014
 EK0014.The horizontal coordinates were scaled from a map and have
 EK0014.an estimated accuracy of +/- 6 seconds.
 EK0014
 EK0014.The orthometric height was determined by differential leveling and
 EK0014.adjusted by the NATIONAL GEODETIC SURVEY
 EK0014.in June 1991.
 EK0014
 EK0014.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0014.GEOID18 height accuracy estimate available here.
 EK0014
 EK0014.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU905341(NAD 83)
 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
 EK0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0014.See file dsdata.pdf to determine how the superseded data were derived.
 EK0014
 EK0014_MARKER: DB = BENCH MARK DISK
 EK0014_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EK0014_SP_SET: BRIDGE
 EK0014_STAMPING: G 21 1931
 EK0014_MARK LOGO: CGS
 EK0014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0014_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EK0014+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2024
 EK0014
 EK0014  HISTORY     - Date     Condition        Report By
 EK0014  HISTORY     - 1932     MONUMENTED       CGS
 EK0014  HISTORY     - 1961     GOOD             CGS
 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  HISTORY     - 20070621 GOOD             ARHD
 EK0014  HISTORY     - 20240226 GOOD             ARHD
 EK0014
 EK0014                          STATION DESCRIPTION
 EK0014
 EK0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (ALW)
 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 COAST AND 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.
 EK0014
 EK0014                          STATION RECOVERY (2007)
 EK0014
 EK0014'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2007 (WDA)
 EK0014'RECOVERED IN GOOD CONDITION.
 EK0014
 EK0014                          STATION RECOVERY (2024)
 EK0014
 EK0014'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (JDH)
 EK0014'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0240 ***********************************************************************
 FG0240  DESIGNATION -  G 210
 FG0240  PID         -  FG0240
 FG0240  STATE/COUNTY-  AR/VAN BUREN
 FG0240  COUNTRY     -  US
 FG0240  USGS QUAD   -  MORGANTON (2017)
 FG0240
 FG0240                         *CURRENT SURVEY CONTROL
 FG0240  ______________________________________________________________________
 FG0240* NAD 83(1986) POSITION- 35 23 21.     (N) 092 20 53.     (W)   SCALED
 FG0240* NAVD 88 ORTHO HEIGHT -   237.109 (meters)      777.92  (feet) ADJUSTED
 FG0240  ______________________________________________________________________
 FG0240  GEOID HEIGHT    -        -27.873 (meters)                     GEOID18
 FG0240  DYNAMIC HEIGHT  -        236.891 (meters)      777.20  (feet) COMP
 FG0240  MODELED GRAVITY -    979,705.2   (mgal)                       NAVD 88
 FG0240
 FG0240  VERT ORDER      -  SECOND    CLASS I
 FG0240
 FG0240.The horizontal coordinates were scaled from a map and have
 FG0240.an estimated accuracy of +/- 6 seconds.
 FG0240
 FG0240.The orthometric height was determined by differential leveling and
 FG0240.adjusted by the NATIONAL GEODETIC SURVEY
 FG0240.in June 1991.
 FG0240
 FG0240.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0240.GEOID18 height accuracy estimate available here.
 FG0240
 FG0240.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV592163(NAD 83)
 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
 FG0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0240.See file dsdata.pdf to determine how the superseded data were derived.
 FG0240
 FG0240_MARKER: DB = BENCH MARK DISK
 FG0240_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FG0240_SP_SET: CULVERT
 FG0240_STAMPING: G 210 1962
 FG0240_MARK LOGO: CGS
 FG0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0240+STABILITY: SURFACE MOTION
 FG0240_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FG0240+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2015
 FG0240
 FG0240  HISTORY     - Date     Condition        Report By
 FG0240  HISTORY     - 1962     MONUMENTED       CGS
 FG0240  HISTORY     - 1967     GOOD             CGS
 FG0240  HISTORY     - 20091217 GOOD             ARHD
 FG0240  HISTORY     - 20120222 GOOD             ARHD
 FG0240  HISTORY     - 20150827 GOOD             ARHD
 FG0240
 FG0240                          STATION DESCRIPTION
 FG0240
 FG0240'DESCRIBED BY COAST AND 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.
 FG0240
 FG0240                          STATION RECOVERY (2009)
 FG0240
 FG0240'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2009 (VJB)
 FG0240'RECOVERED IN GOOD CONDITION.
 FG0240
 FG0240                          STATION RECOVERY (2012)
 FG0240
 FG0240'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (AMC)
 FG0240'RECOVERED IN GOOD CONDITION.
 FG0240
 FG0240                          STATION RECOVERY (2015)
 FG0240
 FG0240'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 FG0240'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FE1897 ***********************************************************************
 FE1897  DESIGNATION -  G 213
 FE1897  PID         -  FE1897
 FE1897  STATE/COUNTY-  AR/MISSISSIPPI
 FE1897  COUNTRY     -  US
 FE1897  USGS QUAD   -  CHIC (2019)
 FE1897
 FE1897                         *CURRENT SURVEY CONTROL
 FE1897  ______________________________________________________________________
 FE1897* NAD 83(1986) POSITION- 35 58 10.     (N) 089 43 44.     (W)   SCALED
 FE1897* NAVD 88 ORTHO HEIGHT -    85.645 (meters)      280.99  (feet) ADJUSTED
 FE1897  ______________________________________________________________________
 FE1897  GEOID HEIGHT    -        -28.155 (meters)                     GEOID18
 FE1897  DYNAMIC HEIGHT  -         85.573 (meters)      280.75  (feet) COMP
 FE1897  MODELED GRAVITY -    979,792.7   (mgal)                       NAVD 88
 FE1897
 FE1897  VERT ORDER      -  FIRST     CLASS I
 FE1897
 FE1897.The horizontal coordinates were scaled from a map and have
 FE1897.an estimated accuracy of +/- 6 seconds.
 FE1897
 FE1897.The orthometric height was determined by differential leveling and
 FE1897.adjusted by the NATIONAL GEODETIC SURVEY
 FE1897.in June 1991.
 FE1897
 FE1897.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE1897.GEOID18 height accuracy estimate available here.
 FE1897
 FE1897.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE539840(NAD 83)
 FE1897
 FE1897                          SUPERSEDED SURVEY CONTROL
 FE1897
 FE1897  NGVD 29 (11/26/84)   85.571  (m)          280.74   (f) ADJUSTED    1 1
 FE1897
 FE1897.Superseded values are not recommended for survey control.
 FE1897
 FE1897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1897.See file dsdata.pdf to determine how the superseded data were derived.
 FE1897
 FE1897_MARKER: DV = VERTICAL CONTROL DISK
 FE1897_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FE1897+WITH SETTING: INTO GROUND
 FE1897_STAMPING: G 213 1976
 FE1897_MARK LOGO: NGS
 FE1897_MAGNETIC: I = MARKER IS A STEEL ROD
 FE1897_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FE1863 ***********************************************************************
 FE1863  HT_MOD      -  This is a Height Modernization Survey Station.
 FE1863  DESIGNATION -  G 214
 FE1863  PID         -  FE1863
 FE1863  STATE/COUNTY-  AR/MISSISSIPPI
 FE1863  COUNTRY     -  US
 FE1863  USGS QUAD   -  OSCEOLA (2017)
 FE1863
 FE1863                         *CURRENT SURVEY CONTROL
 FE1863  ______________________________________________________________________
 FE1863* NAD 83(2011) POSITION- 35 44 41.77810(N) 089 56 32.31270(W)   ADJUSTED
 FE1863* NAD 83(2011) ELLIP HT-    54.322 (meters)        (06/27/12)   ADJUSTED
 FE1863* NAD 83(2011) EPOCH   -  2010.00
 FE1863* NAVD 88 ORTHO HEIGHT -    82.08  (meters)      269.3   (feet) GPS OBS
 FE1863  ______________________________________________________________________
 FE1863  NAVD 88 orthometric height was determined with geoid model    GEOID03
 FE1863  GEOID HEIGHT    -        -27.704 (meters)                     GEOID03
 FE1863  GEOID HEIGHT    -        -27.744 (meters)                     GEOID18
 FE1863  NAD 83(2011) X  -      5,218.367 (meters)                     COMP
 FE1863  NAD 83(2011) Y  - -5,182,624.005 (meters)                     COMP
 FE1863  NAD 83(2011) Z  -  3,705,290.645 (meters)                     COMP
 FE1863  LAPLACE CORR    -          0.74  (seconds)                    DEFLEC18
 FE1863
 FE1863  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FE1863  Standards:
 FE1863         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FE1863            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FE1863  -------------------------------------------------------------------
 FE1863  NETWORK    1.50   2.08           0.68   0.53   1.06     -0.09447100
 FE1863  -------------------------------------------------------------------
 FE1863  Click here for local accuracies and other accuracy information.
 FE1863
 FE1863.The horizontal coordinates were established by GPS observations
 FE1863.and adjusted by the National Geodetic Survey in June 2012.
 FE1863
 FE1863.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FE1863.been affixed to the stable North American tectonic plate. See 
 FE1863.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FE1863
 FE1863.The horizontal coordinates are valid at the epoch date displayed above
 FE1863.which is a decimal equivalence of Year/Month/Day.
 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.
 FE1863
 FE1863.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE1863.GEOID18 height accuracy estimate available here.
 FE1863
 FE1863.Click photographs - Photos may exist for this station.
 FE1863
 FE1863.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE1863
 FE1863.The Laplace correction was computed from DEFLEC18 derived deflections.
 FE1863
 FE1863.The ellipsoidal height was determined by GPS observations
 FE1863.and is referenced to NAD 83.
 FE1863
 FE1863. The following values were computed from the NAD 83(2011) position.
 FE1863
 FE1863;                    North         East     Units Scale Factor Converg.
 FE1863;SPC AR N     -   158,550.865   586,099.841   MT  0.99993985   +1 11 50.5
 FE1863;SPC AR N     -   520,178.96  1,922,895.90   sFT  0.99993985   +1 11 50.5
 FE1863;UTM  16      - 3,959,652.028   233,927.957   MT  1.00047246   -1 43 11.4
 FE1863;UTM  15      - 3,959,971.566   776,509.092   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  =   1.00053373
 FE1863
 FE1863_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3392759652(NAD 83)
 FE1863
 FE1863                          SUPERSEDED SURVEY CONTROL
 FE1863
 FE1863  NAD 83(2007)-  35 44 41.77815(N)    089 56 32.31368(W) AD(2002.00) 0
 FE1863  ELLIP H (02/10/07)   54.347  (m)                       GP(2002.00)    
 FE1863  NAD 83(1997)-  35 44 41.77772(N)    089 56 32.31392(W) AD(       ) 1
 FE1863  ELLIP H (05/31/05)   54.355  (m)                       GP(       ) 4 2
 FE1863  NAVD 88 (06/15/91)   82.093  (m)          269.33   (f) ADJUSTED    1 1
 FE1863  NGVD 29 (11/26/84)   82.042  (m)          269.17   (f) ADJUSTED    1 1
 FE1863
 FE1863.Superseded values are not recommended for survey control.
 FE1863
 FE1863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1863.See file dsdata.pdf to determine how the superseded data were derived.
 FE1863
 FE1863_MARKER: DV = VERTICAL CONTROL DISK
 FE1863_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FE1863+WITH SETTING: INTO GROUND
 FE1863_STAMPING: G 214 1976
 FE1863_MARK LOGO: NGS
 FE1863_MAGNETIC: I = MARKER IS A STEEL ROD
 FE1863_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1863_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1863+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2008
 FE1863
 FE1863  HISTORY     - Date     Condition        Report By
 FE1863  HISTORY     - 1976     MONUMENTED       NGS
 FE1863  HISTORY     - 20020729 GOOD             USACE
 FE1863  HISTORY     - 20030717 GOOD             EMCINC
 FE1863  HISTORY     - 20080625 GOOD             USACE
 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.
 FE1863
 FE1863                          STATION RECOVERY (2008)
 FE1863
 FE1863'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2008 (DLB)
 FE1863'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FE1884 ***********************************************************************
 FE1884  DESIGNATION -  G 215
 FE1884  PID         -  FE1884
 FE1884  STATE/COUNTY-  AR/MISSISSIPPI
 FE1884  COUNTRY     -  US
 FE1884  USGS QUAD   -  NODENA (2017)
 FE1884
 FE1884                         *CURRENT SURVEY CONTROL
 FE1884  ______________________________________________________________________
 FE1884* NAD 83(1986) POSITION- 35 32 56.     (N) 089 55 03.     (W)   SCALED
 FE1884* NAVD 88 ORTHO HEIGHT -    72.450 (meters)      237.70  (feet) ADJUSTED
 FE1884  ______________________________________________________________________
 FE1884  GEOID HEIGHT    -        -27.453 (meters)                     GEOID18
 FE1884  DYNAMIC HEIGHT  -         72.388 (meters)      237.49  (feet) COMP
 FE1884  MODELED GRAVITY -    979,768.1   (mgal)                       NAVD 88
 FE1884
 FE1884  VERT ORDER      -  FIRST     CLASS I
 FE1884
 FE1884.The horizontal coordinates were scaled from a map and have
 FE1884.an estimated accuracy of +/- 6 seconds.
 FE1884
 FE1884.The orthometric height was determined by differential leveling and
 FE1884.adjusted by the NATIONAL GEODETIC SURVEY
 FE1884.in June 1991.
 FE1884
 FE1884.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE1884.GEOID18 height accuracy estimate available here.
 FE1884
 FE1884.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE355378(NAD 83)
 FE1884
 FE1884                          SUPERSEDED SURVEY CONTROL
 FE1884
 FE1884  NGVD 29 (11/26/84)   72.420  (m)          237.60   (f) ADJUSTED    1 1
 FE1884
 FE1884.Superseded values are not recommended for survey control.
 FE1884
 FE1884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1884.See file dsdata.pdf to determine how the superseded data were derived.
 FE1884
 FE1884_MARKER: DV = VERTICAL CONTROL DISK
 FE1884_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FE1884+WITH SETTING: INTO GROUND
 FE1884_STAMPING: G 215 1976
 FE1884_MARK LOGO: NGS
 FE1884_MAGNETIC: I = MARKER IS A STEEL ROD
 FE1884_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH0763 ***********************************************************************
 EH0763  DESIGNATION -  G 216
 EH0763  PID         -  EH0763
 EH0763  STATE/COUNTY-  AR/DESHA
 EH0763  COUNTRY     -  US
 EH0763  USGS QUAD   -  LACONIA (2017)
 EH0763
 EH0763                         *CURRENT SURVEY CONTROL
 EH0763  ______________________________________________________________________
 EH0763* NAD 83(1986) POSITION- 34 05 34.     (N) 090 55 34.     (W)   SCALED
 EH0763* NAVD 88 ORTHO HEIGHT -    49.991 (meters)      164.01  (feet) ADJUSTED
 EH0763  ______________________________________________________________________
 EH0763  GEOID HEIGHT    -        -26.596 (meters)                     GEOID18
 EH0763  DYNAMIC HEIGHT  -         49.941 (meters)      163.85  (feet) COMP
 EH0763  MODELED GRAVITY -    979,642.7   (mgal)                       NAVD 88
 EH0763
 EH0763  VERT ORDER      -  FIRST     CLASS II
 EH0763
 EH0763.The horizontal coordinates were scaled from a map and have
 EH0763.an estimated accuracy of +/- 6 seconds.
 EH0763
 EH0763.The orthometric height was determined by differential leveling and
 EH0763.adjusted by the NATIONAL GEODETIC SURVEY
 EH0763.in September 2022.
 EH0763
 EH0763.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0763.GEOID18 height accuracy estimate available here.
 EH0763
 EH0763.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT913743(NAD 83)
 EH0763
 EH0763                          SUPERSEDED SURVEY CONTROL
 EH0763
 EH0763  NAVD 88 (06/15/91)   49.993  (m)          164.02   (f) SUPERSEDED  1 2
 EH0763  NGVD 29 (11/26/84)   50.043  (m)          164.18   (f) ADJUSTED    1 2
 EH0763
 EH0763.Superseded values are not recommended for survey control.
 EH0763
 EH0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0763.See file dsdata.pdf to determine how the superseded data were derived.
 EH0763
 EH0763_MARKER: DV = VERTICAL CONTROL DISK
 EH0763_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH0763_STAMPING: G 216 1976
 EH0763_MARK LOGO: NGS
 EH0763_PROJECTION: PROJECTING 2 CENTIMETERS
 EH0763_MAGNETIC: I = MARKER IS A STEEL ROD
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1215 ***********************************************************************
 FF1215  HT_MOD      -  This is a Height Modernization Survey Station.
 FF1215  DESIGNATION -  G 217
 FF1215  PID         -  FF1215
 FF1215  STATE/COUNTY-  AR/CRITTENDEN
 FF1215  COUNTRY     -  US
 FF1215  USGS QUAD   -  WEST MEMPHIS (2017)
 FF1215
 FF1215                         *CURRENT SURVEY CONTROL
 FF1215  ______________________________________________________________________
 FF1215* NAD 83(2011) POSITION- 35 14 49.46469(N) 090 07 52.37221(W)   ADJUSTED
 FF1215* NAD 83(2011) ELLIP HT-    47.103 (meters)        (06/27/12)   ADJUSTED
 FF1215* NAD 83(2011) EPOCH   -  2010.00
 FF1215* NAVD 88 ORTHO HEIGHT -    74.45  (meters)      244.3   (feet) GPS OBS
 FF1215  ______________________________________________________________________
 FF1215  GEOID HEIGHT    -        -27.348 (meters)                     GEOID18
 FF1215  NAD 83(2011) X  -    -11,942.293 (meters)                     COMP
 FF1215  NAD 83(2011) Y  - -5,214,680.943 (meters)                     COMP
 FF1215  NAD 83(2011) Z  -  3,660,313.932 (meters)                     COMP
 FF1215  LAPLACE CORR    -          0.08  (seconds)                    DEFLEC18
 FF1215
 FF1215  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FF1215  Standards:
 FF1215         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FF1215            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FF1215  -------------------------------------------------------------------
 FF1215  NETWORK    0.41   0.80           0.18   0.15   0.41     -0.01947737
 FF1215  -------------------------------------------------------------------
 FF1215  Click here for local accuracies and other accuracy information.
 FF1215
 FF1215.The horizontal coordinates were established by GPS observations
 FF1215.and adjusted by the National Geodetic Survey in June 2012.
 FF1215
 FF1215.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FF1215.been affixed to the stable North American tectonic plate. See 
 FF1215.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FF1215
 FF1215.The horizontal coordinates are valid at the epoch date displayed above
 FF1215.which is a decimal equivalence of Year/Month/Day.
 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.
 FF1215
 FF1215.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1215.GEOID18 height accuracy estimate available here.
 FF1215
 FF1215.Click photographs - Photos may exist for this station.
 FF1215
 FF1215.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF1215
 FF1215.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1215
 FF1215.The ellipsoidal height was determined by GPS observations
 FF1215.and is referenced to NAD 83.
 FF1215
 FF1215. The following values were computed from the NAD 83(2011) position.
 FF1215
 FF1215;                    North         East     Units Scale Factor Converg.
 FF1215;SPC AR N     -   102,985.514   570,065.444   MT  0.99995315   +1 05 14.8
 FF1215;SPC AR N     -   337,878.31  1,870,289.71   sFT  0.99995315   +1 05 14.8
 FF1215;UTM  15      - 3,904,216.265   761,028.820   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6102804216(NAD 83)
 FF1215
 FF1215                          SUPERSEDED SURVEY CONTROL
 FF1215
 FF1215  NAD 83(2007)-  35 14 49.46471(N)    090 07 52.37324(W) AD(2002.00) 0
 FF1215  ELLIP H (02/10/07)   47.125  (m)                       GP(2002.00)    
 FF1215  NAD 83(1997)-  35 14 49.46453(N)    090 07 52.37305(W) AD(       ) B
 FF1215  ELLIP H (08/22/02)   47.111  (m)                       GP(       ) 3 1
 FF1215  NAVD 88 (03/22/05)   74.45   (m)  GEOID03  model used  GPS OBS        
 FF1215  NAVD 88 (01/25/03)   74.44   (m)  UNKNOWN  model used  GPS OBS        
 FF1215  NAVD 88 (01/24/03)   74.44   (m)  GEOID99  model used  GPS OBS        
 FF1215  NAVD 88 (06/15/91)   74.503  (m)          244.43   (f) ADJUSTED    1 1
 FF1215  NGVD 29 (11/26/84)   74.487  (m)          244.38   (f) ADJUSTED    1 1
 FF1215
 FF1215.Superseded values are not recommended for survey control.
 FF1215
 FF1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1215.See file dsdata.pdf to determine how the superseded data were derived.
 FF1215
 FF1215_MARKER: DV = VERTICAL CONTROL DISK
 FF1215_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FF1215+WITH SETTING: INTO GROUND
 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 - July 31, 2018
 FF1215_ROD/PIPE-DEPTH: 1.2 meters
 FF1215
 FF1215  HISTORY     - Date     Condition        Report By
 FF1215  HISTORY     - 1976     MONUMENTED       NGS
 FF1215  HISTORY     - 20000901 GOOD             USACE
 FF1215  HISTORY     - 20011004 GOOD             3001
 FF1215  HISTORY     - 20020418 GOOD             EMCINC
 FF1215  HISTORY     - 20180731 GOOD             USACE
 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 ARMY CORPS OF 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 LEVEE FROM THE CROSSING OF I-55 AT WEST MEMPHIS, 12
 FF1215'FEET SOUTH OF THE CENTER OF LEVEE, 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 MILES ON JAMES MILL RD TO THE INERSECTION OF JAMES
 FF1215'MILL RD AND SR77.  PROCEED SOUTH ON SR77 (1.2 MILES) TO THE
 FF1215'INTERSECTION OF SR77 AND CR 2, PROCEED EAST ON 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 (1.4ML) TO STATION ON THE RIGHT.  NOTE-2 LOCKED GATES
 FF1215'ON TOP OF THE LEVEE.
 FF1215'
 FF1215'THE STATION IS A METAL ROD WITH BASE PLATE BURRIED/SCREWED WITH
 FF1215'SETTING INTO GROUND.  12 FEET SOUTH OF THE CENTER OF LEVEE, AND 1 FOOT
 FF1215'NORTH OF MILEPOST 141/142.
 FF1215
 FF1215                          STATION RECOVERY (2002)
 FF1215
 FF1215'RECOVERY NOTE BY EMC INCORPORATED 2002 (WB)
 FF1215'FOUND AS DESCRIBED.
 FF1215
 FF1215                          STATION RECOVERY (2018)
 FF1215
 FF1215'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2018 (DLB)
 FF1215'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1025 ***********************************************************************
 FF1025  DESIGNATION -  G 218
 FF1025  PID         -  FF1025
 FF1025  STATE/COUNTY-  AR/CRITTENDEN
 FF1025  COUNTRY     -  US
 FF1025  USGS QUAD   -  EDMONDSON (2017)
 FF1025
 FF1025                         *CURRENT SURVEY CONTROL
 FF1025  ______________________________________________________________________
 FF1025* NAD 83(1986) POSITION- 35 02 55.     (N) 090 19 08.     (W)   SCALED
 FF1025* NAVD 88 ORTHO HEIGHT -    71.703 (meters)      235.25  (feet) ADJUSTED
 FF1025  ______________________________________________________________________
 FF1025  GEOID HEIGHT    -        -27.184 (meters)                     GEOID18
 FF1025  DYNAMIC HEIGHT  -         71.638 (meters)      235.03  (feet) COMP
 FF1025  MODELED GRAVITY -    979,727.9   (mgal)                       NAVD 88
 FF1025
 FF1025  VERT ORDER      -  FIRST     CLASS II
 FF1025
 FF1025.The horizontal coordinates were scaled from a map and have
 FF1025.an estimated accuracy of +/- 6 seconds.
 FF1025
 FF1025.The orthometric height was determined by differential leveling and
 FF1025.adjusted by the NATIONAL GEODETIC SURVEY
 FF1025.in June 1991.
 FF1025
 FF1025.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1025.GEOID18 height accuracy estimate available here.
 FF1025
 FF1025.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU445817(NAD 83)
 FF1025
 FF1025                          SUPERSEDED SURVEY CONTROL
 FF1025
 FF1025  NGVD 29 (11/26/84)   71.705  (m)          235.25   (f) ADJUSTED    1 2
 FF1025
 FF1025.Superseded values are not recommended for survey control.
 FF1025
 FF1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1025.See file dsdata.pdf to determine how the superseded data were derived.
 FF1025
 FF1025_MARKER: DV = VERTICAL CONTROL DISK
 FF1025_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FF1025+WITH SETTING: INTO GROUND
 FF1025_STAMPING: G 218 1976
 FF1025_MARK LOGO: NGS
 FF1025_MAGNETIC: I = MARKER IS A STEEL ROD
 FF1025_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH0214 ***********************************************************************
 EH0214  DESIGNATION -  G 219
 EH0214  PID         -  EH0214
 EH0214  STATE/COUNTY-  AR/LEE
 EH0214  COUNTRY     -  US
 EH0214  USGS QUAD   -  COUNCIL (2017)
 EH0214
 EH0214                         *CURRENT SURVEY CONTROL
 EH0214  ______________________________________________________________________
 EH0214* NAD 83(1986) POSITION- 34 51 23.     (N) 090 25 17.     (W)   SCALED
 EH0214* NAVD 88 ORTHO HEIGHT -    63.301 (meters)      207.68  (feet) ADJUSTED
 EH0214  ______________________________________________________________________
 EH0214  GEOID HEIGHT    -        -27.071 (meters)                     GEOID18
 EH0214  DYNAMIC HEIGHT  -         63.243 (meters)      207.49  (feet) COMP
 EH0214  MODELED GRAVITY -    979,708.6   (mgal)                       NAVD 88
 EH0214
 EH0214  VERT ORDER      -  FIRST     CLASS II
 EH0214
 EH0214.The horizontal coordinates were scaled from a map and have
 EH0214.an estimated accuracy of +/- 6 seconds.
 EH0214
 EH0214.The orthometric height was determined by differential leveling and
 EH0214.adjusted by the NATIONAL GEODETIC SURVEY
 EH0214.in June 1991.
 EH0214
 EH0214.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0214.GEOID18 height accuracy estimate available here.
 EH0214
 EH0214.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU357601(NAD 83)
 EH0214
 EH0214                          SUPERSEDED SURVEY CONTROL
 EH0214
 EH0214  NGVD 29 (11/26/84)   63.324  (m)          207.76   (f) ADJUSTED    1 2
 EH0214
 EH0214.Superseded values are not recommended for survey control.
 EH0214
 EH0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0214.See file dsdata.pdf to determine how the superseded data were derived.
 EH0214
 EH0214_MARKER: DV = VERTICAL CONTROL DISK
 EH0214_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH0214_STAMPING: G 219 1976
 EH0214_MARK LOGO: NGS
 EH0214_PROJECTION: RECESSED 3 CENTIMETERS
 EH0214_MAGNETIC: I = MARKER IS A STEEL ROD
 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 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.  40 FEET BELOW LEVEE 2 FT NORTH OF A WITNESS
 EH0214'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 = MARCH 20, 2026 22:17:28 EDT
 DM0004 ***********************************************************************
 DM0004  DESIGNATION -  G 22
 DM0004  PID         -  DM0004
 DM0004  STATE/COUNTY-  AR/SEVIER
 DM0004  COUNTRY     -  US
 DM0004  USGS QUAD   -  HORATIO (2017)
 DM0004
 DM0004                         *CURRENT SURVEY CONTROL
 DM0004  ______________________________________________________________________
 DM0004* NAD 83(1986) POSITION- 33 56 18.23   (N) 094 21 45.82   (W)   HD_HELD1
 DM0004* NAVD 88 ORTHO HEIGHT -   100.764 (meters)      330.59  (feet) ADJUSTED
 DM0004  ______________________________________________________________________
 DM0004  GEOID HEIGHT    -        -27.597 (meters)                     GEOID18
 DM0004  DYNAMIC HEIGHT  -        100.661 (meters)      330.25  (feet) COMP
 DM0004  MODELED GRAVITY -    979,610.9   (mgal)                       NAVD 88
 DM0004
 DM0004  VERT ORDER      -  FIRST     CLASS II
 DM0004
 DM0004.The horizontal coordinates were determined by differentially corrected
 DM0004.hand held GPS observations or other comparable positioning techniques
 DM0004.and have an estimated accuracy of +/- 3 meters.
 DM0004
 DM0004.The orthometric height was determined by differential leveling and
 DM0004.adjusted by the NATIONAL GEODETIC SURVEY
 DM0004.in June 1991.
 DM0004
 DM0004.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM0004.GEOID18 height accuracy estimate available here.
 DM0004
 DM0004.Click photographs - Photos may exist for this station.
 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     -   543,570.7     181,599.4     MT  (+/- 3 meters HH1 GPS) 
 DM0004
 DM0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT7405956161(NAD 83)
 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
 DM0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0004.See file dsdata.pdf to determine how the superseded data were derived.
 DM0004
 DM0004_MARKER: DB = BENCH MARK DISK
 DM0004_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM0004_SP_SET: CULVERT HEADWALL
 DM0004_STAMPING: G 22 1932
 DM0004_MARK LOGO: CGS
 DM0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0004+STABILITY: SURFACE MOTION
 DM0004
 DM0004  HISTORY     - Date     Condition        Report By
 DM0004  HISTORY     - 1932     MONUMENTED       CGS
 DM0004  HISTORY     - 1962     GOOD             CGS
 DM0004  HISTORY     - 1985     MARK NOT FOUND   NGS
 DM0004
 DM0004                          STATION DESCRIPTION
 DM0004
 DM0004'DESCRIBED BY COAST AND 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EH0706 ***********************************************************************
 EH0706  DESIGNATION -  G 220
 EH0706  PID         -  EH0706
 EH0706  STATE/COUNTY-  AR/PHILLIPS
 EH0706  COUNTRY     -  US
 EH0706  USGS QUAD   -  MOON LAKE (2018)
 EH0706
 EH0706                         *CURRENT SURVEY CONTROL
 EH0706  ______________________________________________________________________
 EH0706* NAD 83(1997) POSITION- 34 25 08.57284(N) 090 36 10.51101(W)   ADJUSTED
 EH0706* NAVD 88 ORTHO HEIGHT -    61.627 (meters)      202.19  (feet) ADJUSTED
 EH0706  ______________________________________________________________________
 EH0706  GEOID HEIGHT    -        -26.943 (meters)                     GEOID18
 EH0706  LAPLACE CORR    -          0.78  (seconds)                    DEFLEC18
 EH0706  DYNAMIC HEIGHT  -         61.567 (meters)      201.99  (feet) COMP
 EH0706  MODELED GRAVITY -    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 and
 EH0706.adjusted by the NATIONAL GEODETIC SURVEY
 EH0706.in June 1991.
 EH0706
 EH0706.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0706.GEOID18 height accuracy estimate available here.
 EH0706
 EH0706.Click photographs - Photos may exist for this station.
 EH0706
 EH0706.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999456  x   0.99994093  =   0.99993549
 EH0706!SPC MS W     -   0.99999456  x   0.99995757  =   0.99995213
 EH0706!UTM  15      -   0.99999456  x   1.00019823  =   1.00019278
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU2029511226(NAD 83)
 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(1993)-  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              61.67   (m)          202.3    (f) LEVELING    3  
 EH0706  NGVD 29 (11/26/84)   61.663  (m)          202.31   (f) ADJUSTED    1 2
 EH0706
 EH0706.Superseded values are not recommended for survey control.
 EH0706
 EH0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0706.See file dsdata.pdf to determine how the superseded data were derived.
 EH0706
 EH0706_MARKER: DV = VERTICAL CONTROL 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: I = MARKER IS A STEEL ROD
 EH0706_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH0738 ***********************************************************************
 EH0738  DESIGNATION -  G 221
 EH0738  PID         -  EH0738
 EH0738  STATE/COUNTY-  AR/PHILLIPS
 EH0738  COUNTRY     -  US
 EH0738  USGS QUAD   -  LAMBROOK (2017)
 EH0738
 EH0738                         *CURRENT SURVEY CONTROL
 EH0738  ______________________________________________________________________
 EH0738* NAD 83(1986) POSITION- 34 15 06.     (N) 090 55 40.     (W)   SCALED
 EH0738* NAVD 88 ORTHO HEIGHT -    57.450 (meters)      188.48  (feet) ADJUSTED
 EH0738  ______________________________________________________________________
 EH0738  GEOID HEIGHT    -        -26.750 (meters)                     GEOID18
 EH0738  DYNAMIC HEIGHT  -         57.393 (meters)      188.30  (feet) COMP
 EH0738  MODELED GRAVITY -    979,650.2   (mgal)                       NAVD 88
 EH0738
 EH0738  VERT ORDER      -  FIRST     CLASS II
 EH0738
 EH0738.The horizontal coordinates were scaled from a map and have
 EH0738.an estimated accuracy of +/- 6 seconds.
 EH0738
 EH0738.The orthometric height was determined by differential leveling and
 EH0738.adjusted by the NATIONAL GEODETIC SURVEY
 EH0738.in June 1991.
 EH0738
 EH0738.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0738.GEOID18 height accuracy estimate available here.
 EH0738
 EH0738.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT908920(NAD 83)
 EH0738
 EH0738                          SUPERSEDED SURVEY CONTROL
 EH0738
 EH0738  NGVD 29 (11/26/84)   57.506  (m)          188.67   (f) ADJUSTED    1 2
 EH0738
 EH0738.Superseded values are not recommended for survey control.
 EH0738
 EH0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0738.See file dsdata.pdf to determine how the superseded data were derived.
 EH0738
 EH0738_MARKER: DV = VERTICAL CONTROL 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_MAGNETIC: I = MARKER IS A STEEL ROD
 EH0738_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH0982 ***********************************************************************
 EH0982  DESIGNATION -  G 222
 EH0982  PID         -  EH0982
 EH0982  STATE/COUNTY-  AR/LEE
 EH0982  COUNTRY     -  US
 EH0982  USGS QUAD   -  STUBBS ISLAND (2018)
 EH0982
 EH0982                         *CURRENT SURVEY CONTROL
 EH0982  ______________________________________________________________________
 EH0982* NAD 83(2011) POSITION- 34 41 41.70538(N) 090 35 52.45706(W)   ADJUSTED
 EH0982* NAD 83(2011) ELLIP HT-    36.872 (meters)        (04/01/24)   ADJUSTED
 EH0982* NAD 83(2011) EPOCH   -  2010.00
 EH0982* NAVD 88 ORTHO HEIGHT -    63.851 (meters)      209.48  (feet) ADJUSTED
 EH0982  ______________________________________________________________________
 EH0982  GEOID HEIGHT    -        -26.965 (meters)                     GEOID18
 EH0982  NAD 83(2011) X  -    -54,782.760 (meters)                     COMP
 EH0982  NAD 83(2011) Y  - -5,249,510.165 (meters)                     COMP
 EH0982  NAD 83(2011) Z  -  3,610,112.060 (meters)                     COMP
 EH0982  LAPLACE CORR    -         -0.71  (seconds)                    DEFLEC18
 EH0982  DYNAMIC HEIGHT  -         63.790 (meters)      209.28  (feet) COMP
 EH0982  MODELED GRAVITY -    979,689.9   (mgal)                       NAVD 88
 EH0982
 EH0982  VERT ORDER      -  FIRST     CLASS II
 EH0982
 EH0982  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 EH0982  Standards:
 EH0982         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 EH0982            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 EH0982  -------------------------------------------------------------------
 EH0982  NETWORK    1.13   1.84           0.47   0.45   0.94      0.01386209
 EH0982  -------------------------------------------------------------------
 EH0982  Click here for local accuracies and other accuracy information.
 EH0982
 EH0982.The horizontal coordinates were established by GPS observations
 EH0982.and adjusted by the ARKANSAS DEPT OF TRANS in April 2024.
 EH0982
 EH0982.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 EH0982.been affixed to the stable North American tectonic plate. See 
 EH0982.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 EH0982
 EH0982.The horizontal coordinates are valid at the epoch date displayed above
 EH0982.which is a decimal equivalence of Year/Month/Day.
 EH0982
 EH0982.The orthometric height was determined by differential leveling and
 EH0982.adjusted by the NATIONAL GEODETIC SURVEY
 EH0982.in June 1991.
 EH0982
 EH0982.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0982.GEOID18 height accuracy estimate available here.
 EH0982
 EH0982.Click photographs - Photos may exist for this station.
 EH0982
 EH0982.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH0982
 EH0982.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH0982
 EH0982.The ellipsoidal height was determined by GPS observations
 EH0982.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 EH0982
 EH0982;                    North         East     Units Scale Factor Converg.
 EH0982;SPC AR S     -   625,844.221   528,461.984   MT  0.99998479   +0 47 05.1
 EH0982;SPC AR S     - 2,053,290.58  1,733,795.69   sFT  0.99998479   +0 47 05.1
 EH0982;SPC MS W     -   576,061.576   675,759.642   MT  0.99995724   -0 09 02.1
 EH0982;SPC MS W     - 1,889,962.02  2,217,054.76   sFT  0.99995724   -0 09 02.1
 EH0982;UTM  15      - 3,841,837.758   720,028.490   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU2002841837(NAD 83)
 EH0982
 EH0982                          SUPERSEDED SURVEY CONTROL
 EH0982
 EH0982  NAD 83(1997)-  34 41 41.70928(N)    090 35 52.45803(W) AD(       ) 2
 EH0982  NAD 83(1995)-  34 41 41.70948(N)    090 35 52.45879(W) AD(       ) 2
 EH0982  NAD 83(1993)-  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              63.88   (m)          209.6    (f) LEVELING    3  
 EH0982  NGVD 29 (11/26/84)   63.880  (m)          209.58   (f) ADJUSTED    1 2
 EH0982
 EH0982.Superseded values are not recommended for survey control.
 EH0982
 EH0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0982.See file dsdata.pdf to determine how the superseded data were derived.
 EH0982
 EH0982_MARKER: DV = VERTICAL CONTROL 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_MARK LOGO: NGS
 EH0982_PROJECTION: RECESSED 5 CENTIMETERS
 EH0982_MAGNETIC: I = MARKER IS A STEEL ROD
 EH0982_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0982_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0982+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2022
 EH0982
 EH0982  HISTORY     - Date     Condition        Report By
 EH0982  HISTORY     - 1976     MONUMENTED       NGS
 EH0982  HISTORY     - 1980     GOOD             NGS
 EH0982  HISTORY     - 20030318 GOOD             USACE
 EH0982  HISTORY     - 20220712 GOOD             ARHD
 EH0982
 EH0982                          STATION DESCRIPTION
 EH0982
 EH0982'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 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 FT ENCASED IN A PIPE 2 FT
 EH0982'BELOW LEVEE 1 FT SOUTHEAST OF A 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 OF
 EH0982'HUGHES, 17.7 KILOMETERS (11 MI) NORTH OF HELENA AND 17.7 KILOMETERS
 EH0982'(11 MI) SOUTHEAST OF MARIANNA.  PERMISSION TO USE STATION WAS GRANTED
 EH0982'BY MR. BURRELL B. FAIR, CHIEF ENGINEER FOR THE ST FRANCIS LEVEE
 EH0982'DISTRICT OF ARKANSAS, P.O. BOX 308, WEST MEMPHIS, AR 72301.  TELEPHONE
 EH0982'NUMBER 501-735-1062.
 EH0982'
 EH0982'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 79 AND STATE
 EH0982'HIGHWAY 1, AT THE NORTH SIDE OF MARIANNA, GO NORTHEAST ON U.S. HIGHWAY
 EH0982'79 FOR 3.4 MILES (5.5 KM) TO STATE HIGHWAY 121 ON THE RIGHT AND A SIGN
 EH0982'(CORPS OF ENGINEERS PUMPING STATION) ON THE LEFT. TURN RIGHT AND GO
 EH0982'EASTERLY ON STATE HIGHWAY 121 FOR 9.45 MILES (15.2 KM) TO THE END OF
 EH0982'THE HIGHWAY AND A DIRT ROAD RIGHT, JUST BEFORE REACHING A SMALL PARK.
 EH0982'TURN RIGHT AND GO WESTERLY AND SOUTHERLY ON THE DIRT ROAD FOR 2.05
 EH0982'MILES (3.3 KM) TO A STOP SIGN AT THE TOP OF THE LEVEE.  TURN LEFT AND
 EH0982'GO EASTERLY ON THE LEVEE ROAD, PASSING THE CORPS OF ENGINEERS PUMPING
 EH0982'STATION, FOR 3.25 MILES (5.2 KM) TO A FORK OF LEVEES.  TAKE THE RIGHT
 EH0982'FORK AND GO SOUTHEASTERLY ON THE LEVEE ROAD FOR 1.5 MILES (2.4 KM) TO
 EH0982'A 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 VERTICAL MARK DISK STAMPED
 EH0982'---G 222 1976---, CRIMPED TO THE TOP OF A STEEL ROD ENCASED IN A 4
 EH0982'INCH PVC PLASTIC IT IS LOCATED 6.0  METERS SOUTHEAST FROM THE CENTER
 EH0982'OF THE LEVEE, 0.57 METER NORTH FROM MILEPOST NUMBER 213, AND 0.24
 EH0982'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.
 EH0982
 EH0982                          STATION RECOVERY (2022)
 EH0982
 EH0982'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2022 (JDH)
 EH0982'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH0772 ***********************************************************************
 EH0772  DESIGNATION -  G 223
 EH0772  PID         -  EH0772
 EH0772  STATE/COUNTY-  AR/DESHA
 EH0772  COUNTRY     -  US
 EH0772  USGS QUAD   -  LACONIA (2017)
 EH0772
 EH0772                         *CURRENT SURVEY CONTROL
 EH0772  ______________________________________________________________________
 EH0772* NAD 83(1986) POSITION- 34 02 40.     (N) 090 56 08.     (W)   SCALED
 EH0772* NAVD 88 ORTHO HEIGHT -    55.461 (meters)      181.96  (feet) ADJUSTED
 EH0772  ______________________________________________________________________
 EH0772  GEOID HEIGHT    -        -26.564 (meters)                     GEOID18
 EH0772  DYNAMIC HEIGHT  -         55.406 (meters)      181.78  (feet) COMP
 EH0772  MODELED GRAVITY -    979,640.2   (mgal)                       NAVD 88
 EH0772
 EH0772  VERT ORDER      -  FIRST     CLASS II
 EH0772
 EH0772.The horizontal coordinates were scaled from a map and have
 EH0772.an estimated accuracy of +/- 6 seconds.
 EH0772
 EH0772.The orthometric height was determined by differential leveling and
 EH0772.adjusted by the NATIONAL GEODETIC SURVEY
 EH0772.in September 2022.
 EH0772
 EH0772.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0772.GEOID18 height accuracy estimate available here.
 EH0772
 EH0772.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT905690(NAD 83)
 EH0772
 EH0772                          SUPERSEDED SURVEY CONTROL
 EH0772
 EH0772  NAVD 88 (06/15/91)   55.429  (m)          181.85   (f) SUPERSEDED  1 2
 EH0772  NGVD 29 (11/26/84)   55.475  (m)          182.00   (f) ADJUSTED    1 2
 EH0772
 EH0772.Superseded values are not recommended for survey control.
 EH0772
 EH0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0772.See file dsdata.pdf to determine how the superseded data were derived.
 EH0772
 EH0772_MARKER: DV = VERTICAL CONTROL 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_MAGNETIC: I = MARKER IS A STEEL ROD
 EH0772_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2429 ***********************************************************************
 EH2429  DESIGNATION -  G 224 RESET
 EH2429  PID         -  EH2429
 EH2429  STATE/COUNTY-  AR/PHILLIPS
 EH2429  COUNTRY     -  US
 EH2429  USGS QUAD   -  WEST HELENA (2017)
 EH2429
 EH2429                         *CURRENT SURVEY CONTROL
 EH2429  ______________________________________________________________________
 EH2429* NAD 83(1986) POSITION- 34 33 16.     (N) 090 44 17.     (W)   SCALED
 EH2429* NAVD 88 ORTHO HEIGHT -    59.60  (meters)      195.5   (feet) RESET
 EH2429  ______________________________________________________________________
 EH2429  GEOID HEIGHT    -        -27.007 (meters)                     GEOID18
 EH2429  VERT ORDER      -  THIRD
 EH2429
 EH2429.The horizontal coordinates were scaled from a map and have
 EH2429.an estimated accuracy of +/- 6 seconds.
 EH2429
 EH2429.The orthometric height was computed from unverified reset data.
 EH2429
 EH2429.No vertical observational check was made to the station.
 EH2429
 EH2429.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2429.GEOID18 height accuracy estimate available here.
 EH2429
 EH2429.Click photographs - Photos may exist for this station.
 EH2429
 EH2429;                    North         East    Units  Estimated Accuracy
 EH2429;SPC AR S     -   610,100.      515,810.      MT  (+/- 180 meters Scaled)
 EH2429
 EH2429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU075259(NAD 83)
 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
 EH2429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2429.See file dsdata.pdf to determine how the superseded data were derived.
 EH2429
 EH2429_MARKER: DV = VERTICAL CONTROL 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_MARK LOGO: NGS
 EH2429_MAGNETIC: I = MARKER IS A STEEL ROD
 EH2429_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1461 ***********************************************************************
 EH1461  DESIGNATION -  G 225
 EH1461  PID         -  EH1461
 EH1461  STATE/COUNTY-  AR/ARKANSAS
 EH1461  COUNTRY     -  US
 EH1461  USGS QUAD   -  ETHEL (2017)
 EH1461
 EH1461                         *CURRENT SURVEY CONTROL
 EH1461  ______________________________________________________________________
 EH1461* NAD 83(1986) POSITION- 34 22 09.5    (N) 091 11 21.7    (W)   HD_HELD2
 EH1461* NAVD 88 ORTHO HEIGHT -    59.249 (meters)      194.39  (feet) ADJUSTED
 EH1461  ______________________________________________________________________
 EH1461  GEOID HEIGHT    -        -26.664 (meters)                     GEOID18
 EH1461  DYNAMIC HEIGHT  -         59.192 (meters)      194.20  (feet) COMP
 EH1461  MODELED GRAVITY -    979,666.2   (mgal)                       NAVD 88
 EH1461
 EH1461  VERT ORDER      -  FIRST     CLASS II
 EH1461
 EH1461.The horizontal coordinates were established by autonomous hand held GPS
 EH1461.observations and have an estimated accuracy of +/- 10 meters.
 EH1461
 EH1461.The orthometric height was determined by differential leveling and
 EH1461.adjusted by the NATIONAL GEODETIC SURVEY
 EH1461.in August 1993.
 EH1461
 EH1461.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1461.GEOID18 height accuracy estimate available here.
 EH1461
 EH1461.Click photographs - Photos may exist for this station.
 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     -   589,140.      474,559.      MT  (+/- 10 meters HH2 GPS)
 EH1461
 EH1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU6649104590(NAD 83)
 EH1461
 EH1461                          SUPERSEDED SURVEY CONTROL
 EH1461
 EH1461  NAVD 88 (06/15/91)   59.223  (m)          194.30   (f) SUPERSEDED  1 2
 EH1461  NGVD 29 (11/26/84)   59.273  (m)          194.46   (f) ADJUSTED    1 2
 EH1461
 EH1461.Superseded values are not recommended for survey control.
 EH1461
 EH1461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1461.See file dsdata.pdf to determine how the superseded data were derived.
 EH1461
 EH1461_MARKER: DV = VERTICAL CONTROL DISK
 EH1461_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EH1461+WITH SETTING: INFORMATION.
 EH1461_STAMPING: G 225 1976
 EH1461_MARK LOGO: NGS
 EH1461_PROJECTION: FLUSH
 EH1461_MAGNETIC: I = MARKER IS A STEEL ROD
 EH1461_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1461_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1461+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2022
 EH1461
 EH1461  HISTORY     - Date     Condition        Report By
 EH1461  HISTORY     - 1976     MONUMENTED       NGS
 EH1461  HISTORY     - 20030407 GOOD             USACE
 EH1461  HISTORY     - 20220526 GOOD             ARHD
 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.
 EH1461
 EH1461                          STATION RECOVERY (2022)
 EH1461
 EH1461'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2022 (JH)
 EH1461'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1293 ***********************************************************************
 EH1293  DESIGNATION -  G 226
 EH1293  PID         -  EH1293
 EH1293  STATE/COUNTY-  AR/ARKANSAS
 EH1293  COUNTRY     -  US
 EH1293  USGS QUAD   -  GILLETT (2017)
 EH1293
 EH1293                         *CURRENT SURVEY CONTROL
 EH1293  ______________________________________________________________________
 EH1293* NAD 83(1986) POSITION- 34 01 04.     (N) 091 23 01.     (W)   SCALED
 EH1293* NAVD 88 ORTHO HEIGHT -    51.707 (meters)      169.64  (feet) ADJUSTED
 EH1293  ______________________________________________________________________
 EH1293  GEOID HEIGHT    -        -26.132 (meters)                     GEOID18
 EH1293  DYNAMIC HEIGHT  -         51.656 (meters)      169.47  (feet) COMP
 EH1293  MODELED GRAVITY -    979,654.3   (mgal)                       NAVD 88
 EH1293
 EH1293  VERT ORDER      -  FIRST     CLASS II
 EH1293
 EH1293.The horizontal coordinates were scaled from a map and have
 EH1293.an estimated accuracy of +/- 6 seconds.
 EH1293
 EH1293.The orthometric height was determined by differential leveling and
 EH1293.adjusted by the NATIONAL GEODETIC SURVEY
 EH1293.in June 1991.
 EH1293
 EH1293.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1293.GEOID18 height accuracy estimate available here.
 EH1293
 EH1293.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT492653(NAD 83)
 EH1293
 EH1293                          SUPERSEDED SURVEY CONTROL
 EH1293
 EH1293  NGVD 29 (11/26/84)   51.769  (m)          169.85   (f) ADJUSTED    1 2
 EH1293
 EH1293.Superseded values are not recommended for survey control.
 EH1293
 EH1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1293.See file dsdata.pdf to determine how the superseded data were derived.
 EH1293
 EH1293_MARKER: DV = VERTICAL CONTROL 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_MARK LOGO: NGS
 EH1293_MAGNETIC: I = MARKER IS A STEEL ROD
 EH1293_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 DEPARTMENT OF TRANSPORTATION 2005 (VJB)
 EH1293'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0431 ***********************************************************************
 DL0431  DESIGNATION -  G 23
 DL0431  PID         -  DL0431
 DL0431  STATE/COUNTY-  AR/CLARK
 DL0431  COUNTRY     -  US
 DL0431  USGS QUAD   -  GURDON (2017)
 DL0431
 DL0431                         *CURRENT SURVEY CONTROL
 DL0431  ______________________________________________________________________
 DL0431* NAD 83(1997) POSITION- 33 56 39.51719(N) 093 08 55.12202(W)   ADJUSTED
 DL0431* NAD 83(1997) ELLIP HT-    39.721 (meters)        (09/24/01)   ADJUSTED
 DL0431* NAVD 88 ORTHO HEIGHT -    66.489 (meters)      218.14  (feet) ADJUSTED
 DL0431  ______________________________________________________________________
 DL0431  GEOID HEIGHT    -        -26.734 (meters)                     GEOID18
 DL0431  NAD 83(1997) X  -   -290,931.909 (meters)                     COMP
 DL0431  NAD 83(1997) Y  - -5,288,747.065 (meters)                     COMP
 DL0431  NAD 83(1997) Z  -  3,541,345.932 (meters)                     COMP
 DL0431  LAPLACE CORR    -          1.35  (seconds)                    DEFLEC18
 DL0431  DYNAMIC HEIGHT  -         66.422 (meters)      217.92  (feet) COMP
 DL0431  MODELED GRAVITY -    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 and
 DL0431.adjusted by the NATIONAL GEODETIC SURVEY
 DL0431.in June 1991.
 DL0431
 DL0431.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0431.GEOID18 height accuracy estimate available here.
 DL0431
 DL0431.Click photographs - Photos may exist for this station.
 DL0431
 DL0431.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL0431
 DL0431.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL0431
 DL0431.The ellipsoidal height was determined by GPS observations
 DL0431.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(1997) position.
 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  =   0.99991346
 DL0431!UTM  15      -   0.99999376  x   0.99960233  =   0.99959610
 DL0431
 DL0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT8626355991(NAD 83)
 DL0431
 DL0431                          SUPERSEDED SURVEY CONTROL
 DL0431
 DL0431  ELLIP H (09/14/99)   39.744  (m)                       GP(       ) 4 1
 DL0431  NAD 83(1993)-  33 56 39.52625(N)    093 08 55.11307(W) AD(       ) 1
 DL0431  ELLIP H (01/21/93)   39.429  (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  NGVD 29              66.49   (m)          218.1    (f) LEVELING    3  
 DL0431
 DL0431.Superseded values are not recommended for survey control.
 DL0431
 DL0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0431.See file dsdata.pdf to determine how the superseded data were derived.
 DL0431
 DL0431_MARKER: DB = BENCH MARK DISK
 DL0431_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL0431_SP_SET: BOX CULVERT
 DL0431_STAMPING: G 23 1932 218.156
 DL0431_MARK LOGO: CGS
 DL0431_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0431+STABILITY: SURFACE MOTION
 DL0431_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL0431+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2016
 DL0431
 DL0431  HISTORY     - Date     Condition        Report By
 DL0431  HISTORY     - 1932     MONUMENTED       CGS
 DL0431  HISTORY     - 1934     GOOD             CGS
 DL0431  HISTORY     - 1964     GOOD             CGS
 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  HISTORY     - 20151123 GOOD             WEYCO
 DL0431  HISTORY     - 20160314 GOOD             ARHD
 DL0431
 DL0431                          STATION DESCRIPTION
 DL0431
 DL0431'DESCRIBED BY COAST AND 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 COAST AND 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 DEPARTMENT OF TRANSPORTATION 2005 (VJB)
 DL0431'RECOVERED IN GOOD CONDITION.
 DL0431
 DL0431                          STATION RECOVERY (2015)
 DL0431
 DL0431'RECOVERY NOTE BY WEYERHAEUSER COMPANY 2015 (SJP)
 DL0431'RECOVERED IN GOOD CONDITION.
 DL0431
 DL0431                          STATION RECOVERY (2016)
 DL0431
 DL0431'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (RTH)
 DL0431'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1476 ***********************************************************************
 EJ1476  DESIGNATION -  G 24
 EJ1476  PID         -  EJ1476
 EJ1476  STATE/COUNTY-  AR/MONTGOMERY
 EJ1476  COUNTRY     -  US
 EJ1476  USGS QUAD   -  MOUNT IDA (2017)
 EJ1476
 EJ1476                         *CURRENT SURVEY CONTROL
 EJ1476  ______________________________________________________________________
 EJ1476* NAD 83(1986) POSITION- 34 36 39.     (N) 093 41 49.     (W)   SCALED
 EJ1476* NAVD 88 ORTHO HEIGHT -   211.702 (meters)      694.56  (feet) ADJUSTED
 EJ1476  ______________________________________________________________________
 EJ1476  GEOID HEIGHT    -        -28.926 (meters)                     GEOID18
 EJ1476  DYNAMIC HEIGHT  -        211.486 (meters)      693.85  (feet) COMP
 EJ1476  MODELED GRAVITY -    979,611.4   (mgal)                       NAVD 88
 EJ1476
 EJ1476  VERT ORDER      -  SECOND    CLASS 0
 EJ1476
 EJ1476.The horizontal coordinates were scaled from a map and have
 EJ1476.an estimated accuracy of +/- 6 seconds.
 EJ1476
 EJ1476.The orthometric height was determined by differential leveling and
 EJ1476.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1476.in June 1991.
 EJ1476
 EJ1476.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1476.GEOID18 height accuracy estimate available here.
 EJ1476
 EJ1476.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU361301(NAD 83)
 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
 EJ1476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1476.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1476
 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_MARK LOGO: CGS
 EJ1476_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1476
 EJ1476  HISTORY     - Date     Condition        Report By
 EJ1476  HISTORY     - 1932     MONUMENTED       CGS
 EJ1476  HISTORY     - 1961     GOOD             CGS
 EJ1476
 EJ1476                          STATION DESCRIPTION
 EJ1476
 EJ1476'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1477 ***********************************************************************
 EJ1477  DESIGNATION -  G 24 RESET
 EJ1477  PID         -  EJ1477
 EJ1477  STATE/COUNTY-  AR/MONTGOMERY
 EJ1477  COUNTRY     -  US
 EJ1477  USGS QUAD   -  MOUNT IDA (2017)
 EJ1477
 EJ1477                         *CURRENT SURVEY CONTROL
 EJ1477  ______________________________________________________________________
 EJ1477* NAD 83(1986) POSITION- 34 36 39.     (N) 093 41 50.     (W)   SCALED
 EJ1477* NAVD 88 ORTHO HEIGHT -   212.98  (meters)      698.8   (feet) RESET
 EJ1477  ______________________________________________________________________
 EJ1477  GEOID HEIGHT    -        -28.926 (meters)                     GEOID18
 EJ1477  VERT ORDER      -  THIRD
 EJ1477
 EJ1477.The horizontal coordinates were scaled from a map and have
 EJ1477.an estimated accuracy of +/- 6 seconds.
 EJ1477
 EJ1477.The orthometric height was computed from unverified reset data.
 EJ1477
 EJ1477.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1477.GEOID18 height accuracy estimate available here.
 EJ1477
 EJ1477.Click photographs - Photos may exist for this station.
 EJ1477
 EJ1477;                    North         East    Units  Estimated Accuracy
 EJ1477;SPC AR S     -   616,930.      244,350.      MT  (+/- 180 meters Scaled)
 EJ1477
 EJ1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU360301(NAD 83)
 EJ1477
 EJ1477                          SUPERSEDED SURVEY CONTROL
 EJ1477
 EJ1477.No superseded survey control is available for this station.
 EJ1477
 EJ1477_MARKER: DB = BENCH MARK DISK
 EJ1477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1477_STAMPING: G 24 RESET 1963
 EJ1477_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0783 ***********************************************************************
 FF0783  DESIGNATION -  G 242
 FF0783  PID         -  FF0783
 FF0783  STATE/COUNTY-  AR/POINSETT
 FF0783  COUNTRY     -  US
 FF0783  USGS QUAD   -  GREENFIELD (2017)
 FF0783
 FF0783                         *CURRENT SURVEY CONTROL
 FF0783  ______________________________________________________________________
 FF0783* NAD 83(1986) POSITION- 35 40 34.     (N) 090 42 06.     (W)   SCALED
 FF0783* NAVD 88 ORTHO HEIGHT -    75.721 (meters)      248.43  (feet) ADJUSTED
 FF0783  ______________________________________________________________________
 FF0783  GEOID HEIGHT    -        -27.725 (meters)                     GEOID18
 FF0783  DYNAMIC HEIGHT  -         75.655 (meters)      248.21  (feet) COMP
 FF0783  MODELED GRAVITY -    979,767.7   (mgal)                       NAVD 88
 FF0783
 FF0783  VERT ORDER      -  FIRST     CLASS II
 FF0783
 FF0783.The horizontal coordinates were scaled from a map and have
 FF0783.an estimated accuracy of +/- 6 seconds.
 FF0783
 FF0783.The orthometric height was determined by differential leveling and
 FF0783.adjusted by the NATIONAL GEODETIC SURVEY
 FF0783.in June 1991.
 FF0783
 FF0783.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0783.GEOID18 height accuracy estimate available here.
 FF0783
 FF0783.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV080504(NAD 83)
 FF0783
 FF0783                          SUPERSEDED SURVEY CONTROL
 FF0783
 FF0783  NGVD 29 (11/26/84)   75.652  (m)          248.20   (f) ADJUSTED    1 2
 FF0783
 FF0783.Superseded values are not recommended for survey control.
 FF0783
 FF0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0783.See file dsdata.pdf to determine how the superseded data were derived.
 FF0783
 FF0783_MARKER: DB = BENCH MARK DISK
 FF0783_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF0783_STAMPING: G 242 1934
 FF0783_MARK LOGO: CGS
 FF0783_PROJECTION: PROJECTING 8 CENTIMETERS
 FF0783_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 DK0983 ***********************************************************************
 DK0983  DESIGNATION -  G 243
 DK0983  PID         -  DK0983
 DK0983  STATE/COUNTY-  AR/CHICOT
 DK0983  COUNTRY     -  US
 DK0983  USGS QUAD   -  MCGEHEE SOUTH (2017)
 DK0983
 DK0983                         *CURRENT SURVEY CONTROL
 DK0983  ______________________________________________________________________
 DK0983* NAD 83(1997) POSITION- 33 30 23.06007(N) 091 26 04.59553(W)   ADJUSTED
 DK0983* NAD 83(1997) ELLIP HT-    15.820 (meters)        (09/24/01)   ADJUSTED
 DK0983* NAVD 88 ORTHO HEIGHT -    41.872 (meters)      137.38  (feet) ADJUSTED
 DK0983  ______________________________________________________________________
 DK0983  GEOID HEIGHT    -        -26.104 (meters)                     GEOID18
 DK0983  NAD 83(1997) X  -   -133,284.182 (meters)                     COMP
 DK0983  NAD 83(1997) Y  - -5,322,021.887 (meters)                     COMP
 DK0983  NAD 83(1997) Z  -  3,500,935.445 (meters)                     COMP
 DK0983  LAPLACE CORR    -         -2.31  (seconds)                    DEFLEC18
 DK0983  DYNAMIC HEIGHT  -         41.829 (meters)      137.23  (feet) COMP
 DK0983  MODELED GRAVITY -    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 and
 DK0983.adjusted by the NATIONAL GEODETIC SURVEY
 DK0983.in June 1991.
 DK0983
 DK0983.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK0983.GEOID18 height accuracy estimate available here.
 DK0983
 DK0983.Click photographs - Photos may exist for this station.
 DK0983
 DK0983.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK0983
 DK0983.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK0983
 DK0983.The ellipsoidal height was determined by GPS observations
 DK0983.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT4539808526(NAD 83)
 DK0983
 DK0983                          SUPERSEDED SURVEY CONTROL
 DK0983
 DK0983  ELLIP H (09/14/99)   15.860  (m)                       GP(       ) 4 1
 DK0983  NAD 83(1993)-  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              41.99   (m)          137.8    (f) LEVELING    3  
 DK0983  NGVD 29 (11/26/84)   41.986  (m)          137.75   (f) ADJUSTED    1 2
 DK0983
 DK0983.Superseded values are not recommended for survey control.
 DK0983
 DK0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0983.See file dsdata.pdf to determine how the superseded data were derived.
 DK0983
 DK0983_MARKER: DB = BENCH MARK DISK
 DK0983_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DK0983_SP_SET: CULVERT HEADWALL
 DK0983_STAMPING: G 243 1939
 DK0983_MARK LOGO: CGS
 DK0983_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK0983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0983+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0395 ***********************************************************************
 FG0395  DESIGNATION -  G 244
 FG0395  PID         -  FG0395
 FG0395  STATE/COUNTY-  AR/PERRY
 FG0395  COUNTRY     -  US
 FG0395  USGS QUAD   -  PERRYVILLE (2017)
 FG0395
 FG0395                         *CURRENT SURVEY CONTROL
 FG0395  ______________________________________________________________________
 FG0395* NAD 83(1986) POSITION- 35 02 55.     (N) 092 48 51.     (W)   SCALED
 FG0395* NAVD 88 ORTHO HEIGHT -    95.261 (meters)      312.54  (feet) ADJUSTED
 FG0395  ______________________________________________________________________
 FG0395  GEOID HEIGHT    -        -28.502 (meters)                     GEOID18
 FG0395  DYNAMIC HEIGHT  -         95.170 (meters)      312.24  (feet) COMP
 FG0395  MODELED GRAVITY -    979,680.8   (mgal)                       NAVD 88
 FG0395
 FG0395  VERT ORDER      -  SECOND    CLASS 0
 FG0395
 FG0395.The horizontal coordinates were scaled from a map and have
 FG0395.an estimated accuracy of +/- 6 seconds.
 FG0395
 FG0395.The orthometric height was determined by differential leveling and
 FG0395.adjusted by the NATIONAL GEODETIC SURVEY
 FG0395.in June 1991.
 FG0395
 FG0395.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0395.GEOID18 height accuracy estimate available here.
 FG0395
 FG0395.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU169784(NAD 83)
 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
 FG0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0395.See file dsdata.pdf to determine how the superseded data were derived.
 FG0395
 FG0395_MARKER: DB = BENCH MARK DISK
 FG0395_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0395_STAMPING: G 244 1939
 FG0395_MARK LOGO: CGS
 FG0395_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 DL0041 ***********************************************************************
 DL0041  DESIGNATION -  G 247
 DL0041  PID         -  DL0041
 DL0041  STATE/COUNTY-  AR/CALHOUN
 DL0041  COUNTRY     -  US
 DL0041  USGS QUAD   -  BANKS (2017)
 DL0041
 DL0041                         *CURRENT SURVEY CONTROL
 DL0041  ______________________________________________________________________
 DL0041* NAD 83(1986) POSITION- 33 36 59.     (N) 092 20 57.     (W)   SCALED
 DL0041* NAVD 88 ORTHO HEIGHT -    50.205 (meters)      164.71  (feet) ADJUSTED
 DL0041  ______________________________________________________________________
 DL0041  GEOID HEIGHT    -        -26.035 (meters)                     GEOID18
 DL0041  DYNAMIC HEIGHT  -         50.153 (meters)      164.54  (feet) COMP
 DL0041  MODELED GRAVITY -    979,605.8   (mgal)                       NAVD 88
 DL0041
 DL0041  VERT ORDER      -  SECOND    CLASS 0
 DL0041
 DL0041.The horizontal coordinates were scaled from a map and have
 DL0041.an estimated accuracy of +/- 6 seconds.
 DL0041
 DL0041.The orthometric height was determined by differential leveling and
 DL0041.adjusted by the NATIONAL GEODETIC SURVEY
 DL0041.in June 1991.
 DL0041
 DL0041.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0041.GEOID18 height accuracy estimate available here.
 DL0041
 DL0041.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT603198(NAD 83)
 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
 DL0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0041.See file dsdata.pdf to determine how the superseded data were derived.
 DL0041
 DL0041_MARKER: DB = BENCH MARK DISK
 DL0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0041_STAMPING: G 247 1938
 DL0041_MARK LOGO: CGS
 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             CGS
 DL0041  HISTORY     - 1973     MARK NOT FOUND   USGS
 DL0041
 DL0041                          STATION DESCRIPTION
 DL0041
 DL0041'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG0708 ***********************************************************************
 FG0708  DESIGNATION -  G 248
 FG0708  PID         -  FG0708
 FG0708  STATE/COUNTY-  AR/VAN BUREN
 FG0708  COUNTRY     -  US
 FG0708  USGS QUAD   -  ALREAD (2017)
 FG0708
 FG0708                         *CURRENT SURVEY CONTROL
 FG0708  ______________________________________________________________________
 FG0708* NAD 83(1986) POSITION- 35 39 00.     (N) 092 43 11.     (W)   SCALED
 FG0708* NAVD 88 ORTHO HEIGHT -   474.032 (meters)     1555.22  (feet) ADJUSTED
 FG0708  ______________________________________________________________________
 FG0708  GEOID HEIGHT    -        -28.007 (meters)                     GEOID18
 FG0708  DYNAMIC HEIGHT  -        473.574 (meters)     1553.72  (feet) COMP
 FG0708  MODELED GRAVITY -    979,653.5   (mgal)                       NAVD 88
 FG0708
 FG0708  VERT ORDER      -  SECOND    CLASS 0
 FG0708
 FG0708.The horizontal coordinates were scaled from a map and have
 FG0708.an estimated accuracy of +/- 6 seconds.
 FG0708
 FG0708.The orthometric height was determined by differential leveling and
 FG0708.adjusted by the NATIONAL GEODETIC SURVEY
 FG0708.in June 1991.
 FG0708
 FG0708.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0708.GEOID18 height accuracy estimate available here.
 FG0708
 FG0708.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV253451(NAD 83)
 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
 FG0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0708.See file dsdata.pdf to determine how the superseded data were derived.
 FG0708
 FG0708_MARKER: DB = BENCH MARK DISK
 FG0708_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0708_STAMPING: G 248 1939
 FG0708_MARK LOGO: CGS
 FG0708_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 DK0843 ***********************************************************************
 DK0843  DESIGNATION -  G 249
 DK0843  PID         -  DK0843
 DK0843  STATE/COUNTY-  AR/DESHA
 DK0843  COUNTRY     -  US
 DK0843  USGS QUAD   -  WATSON (2017)
 DK0843
 DK0843                         *CURRENT SURVEY CONTROL
 DK0843  ______________________________________________________________________
 DK0843* NAD 83(1986) POSITION- 33 53 42.     (N) 091 15 23.     (W)   SCALED
 DK0843* NAVD 88 ORTHO HEIGHT -    46.575 (meters)      152.80  (feet) ADJUSTED
 DK0843  ______________________________________________________________________
 DK0843  GEOID HEIGHT    -        -26.335 (meters)                     GEOID18
 DK0843  DYNAMIC HEIGHT  -         46.528 (meters)      152.65  (feet) COMP
 DK0843  MODELED GRAVITY -    979,633.9   (mgal)                       NAVD 88
 DK0843
 DK0843  VERT ORDER      -  FIRST     CLASS II
 DK0843
 DK0843.The horizontal coordinates were scaled from a map and have
 DK0843.an estimated accuracy of +/- 6 seconds.
 DK0843
 DK0843.The orthometric height was determined by differential leveling and
 DK0843.adjusted by the NATIONAL GEODETIC SURVEY
 DK0843.in June 1991.
 DK0843
 DK0843.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK0843.GEOID18 height accuracy estimate available here.
 DK0843
 DK0843.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT612518(NAD 83)
 DK0843
 DK0843                          SUPERSEDED SURVEY CONTROL
 DK0843
 DK0843  NGVD 29 (11/26/84)   46.639  (m)          153.01   (f) ADJUSTED    1 2
 DK0843
 DK0843.Superseded values are not recommended for survey control.
 DK0843
 DK0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0843.See file dsdata.pdf to determine how the superseded data were derived.
 DK0843
 DK0843_MARKER: DB = BENCH MARK DISK
 DK0843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0843_STAMPING: G 249 1940
 DK0843_MARK LOGO: CGS
 DK0843_PROJECTION: FLUSH
 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'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 = MARCH 20, 2026 22:17:28 EDT
 FG1169 ***********************************************************************
 FG1169  DESIGNATION -  G 25
 FG1169  PID         -  FG1169
 FG1169  STATE/COUNTY-  AR/YELL
 FG1169  COUNTRY     -  US
 FG1169  USGS QUAD   -  DARDANELLE (2017)
 FG1169
 FG1169                         *CURRENT SURVEY CONTROL
 FG1169  ______________________________________________________________________
 FG1169* NAD 83(1986) POSITION- 35 10 50.     (N) 093 09 37.     (W)   SCALED
 FG1169* NAVD 88 ORTHO HEIGHT -   102.863 (meters)      337.48  (feet) ADJUSTED
 FG1169  ______________________________________________________________________
 FG1169  GEOID HEIGHT    -        -29.278 (meters)                     GEOID18
 FG1169  DYNAMIC HEIGHT  -        102.765 (meters)      337.15  (feet) COMP
 FG1169  MODELED GRAVITY -    979,678.5   (mgal)                       NAVD 88
 FG1169
 FG1169  VERT ORDER      -  SECOND    CLASS 0
 FG1169
 FG1169.The horizontal coordinates were scaled from a map and have
 FG1169.an estimated accuracy of +/- 6 seconds.
 FG1169
 FG1169.The orthometric height was determined by differential leveling and
 FG1169.adjusted by the NATIONAL GEODETIC SURVEY
 FG1169.in June 1991.
 FG1169
 FG1169.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1169.GEOID18 height accuracy estimate available here.
 FG1169
 FG1169.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU854930(NAD 83)
 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
 FG1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1169.See file dsdata.pdf to determine how the superseded data were derived.
 FG1169
 FG1169_MARKER: DB = BENCH MARK DISK
 FG1169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1169_STAMPING: 337.437 G 25 1932
 FG1169_MARK LOGO: CGS
 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             CGS
 FG1169  HISTORY     - 20110928 MARK NOT FOUND   ARHD
 FG1169
 FG1169                          STATION DESCRIPTION
 FG1169
 FG1169'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (ALW)
 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 COAST AND GEODETIC SURVEY 1934
 FG1169'RECOVERED IN GOOD CONDITION.
 FG1169
 FG1169                          STATION RECOVERY (2011)
 FG1169
 FG1169'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (SES)
 FG1169'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0526 ***********************************************************************
 EJ0526  DESIGNATION -  G 250
 EJ0526  PID         -  EJ0526
 EJ0526  STATE/COUNTY-  AR/JEFFERSON
 EJ0526  COUNTRY     -  US
 EJ0526  USGS QUAD   -  REDFIELD (2017)
 EJ0526
 EJ0526                         *CURRENT SURVEY CONTROL
 EJ0526  ______________________________________________________________________
 EJ0526* NAD 83(1986) POSITION- 34 23 37.7    (N) 092 08 10.0    (W)   HD_HELD2
 EJ0526* NAVD 88 ORTHO HEIGHT -    93.052 (meters)      305.29  (feet) ADJUSTED
 EJ0526  ______________________________________________________________________
 EJ0526  GEOID HEIGHT    -        -26.067 (meters)                     GEOID18
 EJ0526  DYNAMIC HEIGHT  -         92.963 (meters)      305.00  (feet) COMP
 EJ0526  MODELED GRAVITY -    979,681.8   (mgal)                       NAVD 88
 EJ0526
 EJ0526  VERT ORDER      -  SECOND    CLASS 0
 EJ0526
 EJ0526.The horizontal coordinates were established by autonomous hand held GPS
 EJ0526.observations and have an estimated accuracy of +/- 10 meters.
 EJ0526
 EJ0526.The orthometric height was determined by differential leveling and
 EJ0526.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0526.in June 1991.
 EJ0526
 EJ0526.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0526.GEOID18 height accuracy estimate available here.
 EJ0526
 EJ0526.Click photographs - Photos may exist for this station.
 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     -   591,571.      387,485.      MT  (+/- 10 meters HH2 GPS)
 EJ0526
 EJ0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7940906159(NAD 83)
 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
 EJ0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0526.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0526
 EJ0526_MARKER: DB = BENCH MARK DISK
 EJ0526_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EJ0526_SP_SET: CULVERT HEADWALL
 EJ0526_STAMPING: G 250 1940
 EJ0526_MARK LOGO: CGS
 EJ0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0526+STABILITY: SURFACE MOTION
 EJ0526_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EJ0526+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2008
 EJ0526
 EJ0526  HISTORY     - Date     Condition        Report By
 EJ0526  HISTORY     - 1940     MONUMENTED       CGS
 EJ0526  HISTORY     - 1984     GOOD             NGS
 EJ0526  HISTORY     - 20080603 GOOD             USACEL
 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.
 EJ0526
 EJ0526                          STATION RECOVERY (2008)
 EJ0526
 EJ0526'RECOVERY NOTE BY USACE LITTLE ROCK 2008 (RED)
 EJ0526'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1769 ***********************************************************************
 EH1769  DESIGNATION -  G 251
 EH1769  PID         -  EH1769
 EH1769  STATE/COUNTY-  AR/JEFFERSON
 EH1769  COUNTRY     -  US
 EH1769  USGS QUAD   -  ROB ROY (2017)
 EH1769
 EH1769                         *CURRENT SURVEY CONTROL
 EH1769  ______________________________________________________________________
 EH1769* NAD 83(1986) POSITION- 34 18 08.     (N) 091 55 49.     (W)   SCALED
 EH1769* NAVD 88 ORTHO HEIGHT -    61.631 (meters)      202.20  (feet) ADJUSTED
 EH1769  ______________________________________________________________________
 EH1769  GEOID HEIGHT    -        -26.076 (meters)                     GEOID18
 EH1769  DYNAMIC HEIGHT  -         61.572 (meters)      202.01  (feet) COMP
 EH1769  MODELED GRAVITY -    979,670.9   (mgal)                       NAVD 88
 EH1769
 EH1769  VERT ORDER      -  SECOND    CLASS 0
 EH1769
 EH1769.The horizontal coordinates were scaled from a map and have
 EH1769.an estimated accuracy of +/- 6 seconds.
 EH1769
 EH1769.The orthometric height was determined by differential leveling and
 EH1769.adjusted by the NATIONAL GEODETIC SURVEY
 EH1769.in June 1991.
 EH1769
 EH1769.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1769.GEOID18 height accuracy estimate available here.
 EH1769
 EH1769.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT984961(NAD 83)
 EH1769
 EH1769                          SUPERSEDED SURVEY CONTROL
 EH1769
 EH1769  NGVD 29 (11/26/84)   61.662  (m)          202.30   (f) ADJUSTED    2 0
 EH1769
 EH1769.Superseded values are not recommended for survey control.
 EH1769
 EH1769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1769.See file dsdata.pdf to determine how the superseded data were derived.
 EH1769
 EH1769_MARKER: DB = BENCH MARK DISK
 EH1769_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EH1769_SP_SET: CULVERT HEADWALL
 EH1769_STAMPING: G 251 1940
 EH1769_MARK LOGO: CGS
 EH1769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1769+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0608 ***********************************************************************
 EJ0608  DESIGNATION -  G 252
 EJ0608  PID         -  EJ0608
 EJ0608  STATE/COUNTY-  AR/JEFFERSON
 EJ0608  COUNTRY     -  US
 EJ0608  USGS QUAD   -  WRIGHT (2017)
 EJ0608
 EJ0608                         *CURRENT SURVEY CONTROL
 EJ0608  ______________________________________________________________________
 EJ0608* NAD 83(1986) POSITION- 34 29 14.     (N) 092 06 23.     (W)   SCALED
 EJ0608* NAVD 88 ORTHO HEIGHT -    68.514 (meters)      224.78  (feet) ADJUSTED
 EJ0608  ______________________________________________________________________
 EJ0608  GEOID HEIGHT    -        -26.178 (meters)                     GEOID18
 EJ0608  DYNAMIC HEIGHT  -         68.449 (meters)      224.57  (feet) COMP
 EJ0608  MODELED GRAVITY -    979,693.1   (mgal)                       NAVD 88
 EJ0608
 EJ0608  VERT ORDER      -  SECOND    CLASS 0
 EJ0608
 EJ0608.The horizontal coordinates were scaled from a map and have
 EJ0608.an estimated accuracy of +/- 6 seconds.
 EJ0608
 EJ0608.The orthometric height was determined by differential leveling and
 EJ0608.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0608.in June 1991.
 EJ0608
 EJ0608.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0608.GEOID18 height accuracy estimate available here.
 EJ0608
 EJ0608.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU820165(NAD 83)
 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
 EJ0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0608.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0608
 EJ0608_MARKER: DB = BENCH MARK DISK
 EJ0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0608_STAMPING: G 252 1940
 EJ0608_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1077 ***********************************************************************
 FG1077  DESIGNATION -  G 253
 FG1077  PID         -  FG1077
 FG1077  STATE/COUNTY-  AR/YELL
 FG1077  COUNTRY     -  US
 FG1077  USGS QUAD   -  DARDANELLE (2017)
 FG1077
 FG1077                         *CURRENT SURVEY CONTROL
 FG1077  ______________________________________________________________________
 FG1077* NAD 83(1986) POSITION- 35 14 29.     (N) 093 11 11.     (W)   SCALED
 FG1077* NAVD 88 ORTHO HEIGHT -   117.982 (meters)      387.08  (feet) ADJUSTED
 FG1077  ______________________________________________________________________
 FG1077  GEOID HEIGHT    -        -29.282 (meters)                     GEOID18
 FG1077  DYNAMIC HEIGHT  -        117.869 (meters)      386.71  (feet) COMP
 FG1077  MODELED GRAVITY -    979,680.8   (mgal)                       NAVD 88
 FG1077
 FG1077  VERT ORDER      -  SECOND    CLASS 0
 FG1077
 FG1077.The horizontal coordinates were scaled from a map and have
 FG1077.an estimated accuracy of +/- 6 seconds.
 FG1077
 FG1077.The orthometric height was determined by differential leveling and
 FG1077.adjusted by the NATIONAL GEODETIC SURVEY
 FG1077.in June 1991.
 FG1077
 FG1077.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1077.GEOID18 height accuracy estimate available here.
 FG1077
 FG1077.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU830998(NAD 83)
 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
 FG1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1077.See file dsdata.pdf to determine how the superseded data were derived.
 FG1077
 FG1077_MARKER: DB = BENCH MARK DISK
 FG1077_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FG1077_SP_SET: CULVERT HEADWALL
 FG1077_STAMPING: G 253 1940
 FG1077_MARK LOGO: CGS
 FG1077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1077+STABILITY: SURFACE MOTION
 FG1077
 FG1077  HISTORY     - Date     Condition        Report By
 FG1077  HISTORY     - 1940     MONUMENTED       CGS
 FG1077  HISTORY     - 1959     GOOD             CGS
 FG1077
 FG1077                          STATION DESCRIPTION
 FG1077
 FG1077'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG1078 ***********************************************************************
 FG1078  DESIGNATION -  G 253 RESET
 FG1078  PID         -  FG1078
 FG1078  STATE/COUNTY-  AR/YELL
 FG1078  COUNTRY     -  US
 FG1078  USGS QUAD   -  DARDANELLE (2017)
 FG1078
 FG1078                         *CURRENT SURVEY CONTROL
 FG1078  ______________________________________________________________________
 FG1078* NAD 83(1986) POSITION- 35 14 29.     (N) 093 11 11.     (W)   SCALED
 FG1078* NAVD 88 ORTHO HEIGHT -   118.29  (meters)      388.1   (feet) RESET
 FG1078  ______________________________________________________________________
 FG1078  GEOID HEIGHT    -        -29.282 (meters)                     GEOID18
 FG1078  VERT ORDER      -  THIRD
 FG1078
 FG1078.The horizontal coordinates were scaled from a map and have
 FG1078.an estimated accuracy of +/- 6 seconds.
 FG1078
 FG1078.The orthometric height was computed from unverified reset data.
 FG1078
 FG1078.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1078.GEOID18 height accuracy estimate available here.
 FG1078
 FG1078.Click photographs - Photos may exist for this station.
 FG1078
 FG1078;                    North         East    Units  Estimated Accuracy
 FG1078;SPC AR N     -   101,390.      292,020.      MT  (+/- 180 meters Scaled)
 FG1078
 FG1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU830998(NAD 83)
 FG1078
 FG1078                          SUPERSEDED SURVEY CONTROL
 FG1078
 FG1078.No superseded survey control is available for this station.
 FG1078
 FG1078_MARKER: DB = BENCH MARK DISK
 FG1078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1078_STAMPING: G 253 RESET 1961
 FG1078_MARK LOGO: CGS
 FG1078_PROJECTION: PROJECTING 5 CENTIMETERS
 FG1078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1078+STABILITY: SURFACE MOTION
 FG1078_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FG1078+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2011
 FG1078
 FG1078  HISTORY     - Date     Condition        Report By
 FG1078  HISTORY     - 1961     MONUMENTED       CGS
 FG1078  HISTORY     - 20110928 GOOD             ARHD
 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.
 FG1078
 FG1078                          STATION RECOVERY (2011)
 FG1078
 FG1078'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (SES)
 FG1078'
 FG1078'.
 FG1078'
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1114 ***********************************************************************
 FG1114  DESIGNATION -  G 254
 FG1114  PID         -  FG1114
 FG1114  STATE/COUNTY-  AR/LOGAN
 FG1114  COUNTRY     -  US
 FG1114  USGS QUAD   -  CLARKSVILLE (2017)
 FG1114
 FG1114                         *CURRENT SURVEY CONTROL
 FG1114  ______________________________________________________________________
 FG1114* NAD 83(1986) POSITION- 35 22 35.     (N) 093 28 17.     (W)   SCALED
 FG1114* NAVD 88 ORTHO HEIGHT -   132.430 (meters)      434.48  (feet) ADJUSTED
 FG1114  ______________________________________________________________________
 FG1114  GEOID HEIGHT    -        -29.403 (meters)                     GEOID18
 FG1114  DYNAMIC HEIGHT  -        132.307 (meters)      434.08  (feet) COMP
 FG1114  MODELED GRAVITY -    979,698.9   (mgal)                       NAVD 88
 FG1114
 FG1114  VERT ORDER      -  SECOND    CLASS 0
 FG1114
 FG1114.The horizontal coordinates were scaled from a map and have
 FG1114.an estimated accuracy of +/- 6 seconds.
 FG1114
 FG1114.The orthometric height was determined by differential leveling and
 FG1114.adjusted by the NATIONAL GEODETIC SURVEY
 FG1114.in June 1991.
 FG1114
 FG1114.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1114.GEOID18 height accuracy estimate available here.
 FG1114
 FG1114.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV571148(NAD 83)
 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
 FG1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1114.See file dsdata.pdf to determine how the superseded data were derived.
 FG1114
 FG1114_MARKER: DB = BENCH MARK DISK
 FG1114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1114_STAMPING: G 254 1940
 FG1114_MARK LOGO: CGS
 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             CGS
 FG1114  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG1114
 FG1114                          STATION DESCRIPTION
 FG1114
 FG1114'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG1237 ***********************************************************************
 FG1237  DESIGNATION -  G 255
 FG1237  PID         -  FG1237
 FG1237  STATE/COUNTY-  AR/LOGAN
 FG1237  COUNTRY     -  US
 FG1237  USGS QUAD   -  OZARK (2017)
 FG1237
 FG1237                         *CURRENT SURVEY CONTROL
 FG1237  ______________________________________________________________________
 FG1237* NAD 83(1986) POSITION- 35 22 57.     (N) 093 46 32.     (W)   SCALED
 FG1237* NAVD 88 ORTHO HEIGHT -   117.013 (meters)      383.90  (feet) ADJUSTED
 FG1237  ______________________________________________________________________
 FG1237  GEOID HEIGHT    -        -29.555 (meters)                     GEOID18
 FG1237  DYNAMIC HEIGHT  -        116.903 (meters)      383.54  (feet) COMP
 FG1237  MODELED GRAVITY -    979,695.8   (mgal)                       NAVD 88
 FG1237
 FG1237  VERT ORDER      -  SECOND    CLASS 0
 FG1237
 FG1237.The horizontal coordinates were scaled from a map and have
 FG1237.an estimated accuracy of +/- 6 seconds.
 FG1237
 FG1237.The orthometric height was determined by differential leveling and
 FG1237.adjusted by the NATIONAL GEODETIC SURVEY
 FG1237.in June 1991.
 FG1237
 FG1237.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1237.GEOID18 height accuracy estimate available here.
 FG1237
 FG1237.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV295157(NAD 83)
 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
 FG1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1237.See file dsdata.pdf to determine how the superseded data were derived.
 FG1237
 FG1237_MARKER: DB = BENCH MARK DISK
 FG1237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1237_STAMPING: G 255 1940
 FG1237_MARK LOGO: CGS
 FG1237_PROJECTION: PROJECTING 25 CENTIMETERS
 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             CGS
 FG1237  HISTORY     - 1963     GOOD             USGS
 FG1237  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG1237
 FG1237                          STATION DESCRIPTION
 FG1237
 FG1237'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG1238 ***********************************************************************
 FG1238  DESIGNATION -  G 255 RESET
 FG1238  PID         -  FG1238
 FG1238  STATE/COUNTY-  AR/LOGAN
 FG1238  COUNTRY     -  US
 FG1238  USGS QUAD   -  OZARK (2017)
 FG1238
 FG1238                         *CURRENT SURVEY CONTROL
 FG1238  ______________________________________________________________________
 FG1238* NAD 83(1986) POSITION- 35 22 57.     (N) 093 46 32.     (W)   SCALED
 FG1238* NAVD 88 ORTHO HEIGHT -   116.80  (meters)      383.2   (feet) RESET
 FG1238  ______________________________________________________________________
 FG1238  GEOID HEIGHT    -        -29.555 (meters)                     GEOID18
 FG1238  VERT ORDER      -  THIRD
 FG1238
 FG1238.The horizontal coordinates were scaled from a map and have
 FG1238.an estimated accuracy of +/- 6 seconds.
 FG1238
 FG1238.The orthometric height was computed from unverified reset data.
 FG1238
 FG1238.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1238.GEOID18 height accuracy estimate available here.
 FG1238
 FG1238.Click photographs - Photos may exist for this station.
 FG1238
 FG1238;                    North         East    Units  Estimated Accuracy
 FG1238;SPC AR N     -   117,850.      238,690.      MT  (+/- 180 meters Scaled)
 FG1238
 FG1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV295157(NAD 83)
 FG1238
 FG1238                          SUPERSEDED SURVEY CONTROL
 FG1238
 FG1238.No superseded survey control is available for this station.
 FG1238
 FG1238_MARKER: DB = BENCH MARK DISK
 FG1238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1238_STAMPING: G 255 RESET 1964
 FG1238_MARK LOGO: CGS
 FG1238_PROJECTION: PROJECTING 3 CENTIMETERS
 FG1238_MAGNETIC: N = NO MAGNETIC MATERIAL
 FG1238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1238+STABILITY: SURFACE MOTION
 FG1238_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG1238+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2015
 FG1238
 FG1238  HISTORY     - Date     Condition        Report By
 FG1238  HISTORY     - 1964     MONUMENTED       CGS
 FG1238  HISTORY     - 1984     GOOD             NGS
 FG1238  HISTORY     - 20150805 GOOD             USACEL
 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.
 FG1238
 FG1238                          STATION RECOVERY (2015)
 FG1238
 FG1238'RECOVERY NOTE BY USACE LITTLE ROCK 2015 (SCC)
 FG1238'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL1143 ***********************************************************************
 DL1143  DESIGNATION -  G 258
 DL1143  PID         -  DL1143
 DL1143  STATE/COUNTY-  AR/MILLER
 DL1143  COUNTRY     -  US
 DL1143  USGS QUAD   -  GARLAND (2017)
 DL1143
 DL1143                         *CURRENT SURVEY CONTROL
 DL1143  ______________________________________________________________________
 DL1143* NAD 83(1986) POSITION- 33 17 41.     (N) 093 41 47.     (W)   SCALED
 DL1143* NAVD 88 ORTHO HEIGHT -    68.038 (meters)      223.22  (feet) ADJUSTED
 DL1143  ______________________________________________________________________
 DL1143  GEOID HEIGHT    -        -26.711 (meters)                     GEOID18
 DL1143  DYNAMIC HEIGHT  -         67.965 (meters)      222.98  (feet) COMP
 DL1143  MODELED GRAVITY -    979,562.9   (mgal)                       NAVD 88
 DL1143
 DL1143  VERT ORDER      -  FIRST     CLASS I
 DL1143
 DL1143.The horizontal coordinates were scaled from a map and have
 DL1143.an estimated accuracy of +/- 6 seconds.
 DL1143
 DL1143.The orthometric height was determined by differential leveling and
 DL1143.adjusted by the NATIONAL GEODETIC SURVEY
 DL1143.in June 1991.
 DL1143
 DL1143.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1143.GEOID18 height accuracy estimate available here.
 DL1143
 DL1143.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS351841(NAD 83)
 DL1143
 DL1143                          SUPERSEDED SURVEY CONTROL
 DL1143
 DL1143  NGVD 29 (11/26/84)   68.068  (m)          223.32   (f) ADJUSTED    1 1
 DL1143
 DL1143.Superseded values are not recommended for survey control.
 DL1143
 DL1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1143.See file dsdata.pdf to determine how the superseded data were derived.
 DL1143
 DL1143_MARKER: DV = VERTICAL CONTROL DISK
 DL1143_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DL1143+WITH SETTING: INTO GROUND
 DL1143_STAMPING: G 258 1977
 DL1143_MARK LOGO: NGS
 DL1143_MAGNETIC: I = MARKER IS A STEEL ROD
 DL1143_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1116 ***********************************************************************
 DL1116  DESIGNATION -  G 259
 DL1116  PID         -  DL1116
 DL1116  STATE/COUNTY-  AR/MILLER
 DL1116  COUNTRY     -  US
 DL1116  USGS QUAD   -  DODDRIDGE NW (2017)
 DL1116
 DL1116                         *CURRENT SURVEY CONTROL
 DL1116  ______________________________________________________________________
 DL1116* NAD 83(1986) POSITION- 33 09 13.     (N) 093 53 26.     (W)   SCALED
 DL1116* NAVD 88 ORTHO HEIGHT -    68.392 (meters)      224.38  (feet) ADJUSTED
 DL1116  ______________________________________________________________________
 DL1116  GEOID HEIGHT    -        -26.633 (meters)                     GEOID18
 DL1116  DYNAMIC HEIGHT  -         68.318 (meters)      224.14  (feet) COMP
 DL1116  MODELED GRAVITY -    979,551.5   (mgal)                       NAVD 88
 DL1116
 DL1116  VERT ORDER      -  FIRST     CLASS I
 DL1116
 DL1116.The horizontal coordinates were scaled from a map and have
 DL1116.an estimated accuracy of +/- 6 seconds.
 DL1116
 DL1116.The orthometric height was determined by differential leveling and
 DL1116.adjusted by the NATIONAL GEODETIC SURVEY
 DL1116.in June 1991.
 DL1116
 DL1116.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1116.GEOID18 height accuracy estimate available here.
 DL1116
 DL1116.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS169686(NAD 83)
 DL1116
 DL1116                          SUPERSEDED SURVEY CONTROL
 DL1116
 DL1116  NGVD 29 (11/26/84)   68.423  (m)          224.48   (f) ADJUSTED    1 1
 DL1116
 DL1116.Superseded values are not recommended for survey control.
 DL1116
 DL1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1116.See file dsdata.pdf to determine how the superseded data were derived.
 DL1116
 DL1116_MARKER: DV = VERTICAL CONTROL DISK
 DL1116_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DL1116+WITH SETTING: INTO GROUND
 DL1116_STAMPING: G 259 1977
 DL1116_MARK LOGO: NGS
 DL1116_MAGNETIC: I = MARKER IS A STEEL ROD
 DL1116_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0291 ***********************************************************************
 GE0291  DESIGNATION -  G 26
 GE0291  PID         -  GE0291
 GE0291  STATE/COUNTY-  AR/LAWRENCE
 GE0291  COUNTRY     -  US
 GE0291  USGS QUAD   -  MANSON (2017)
 GE0291
 GE0291                         *CURRENT SURVEY CONTROL
 GE0291  ______________________________________________________________________
 GE0291* NAD 83(1986) POSITION- 36 07 33.     (N) 090 57 57.     (W)   SCALED
 GE0291* NAVD 88 ORTHO HEIGHT -    82.650 (meters)      271.16  (feet) ADJUSTED
 GE0291  ______________________________________________________________________
 GE0291  GEOID HEIGHT    -        -28.121 (meters)                     GEOID18
 GE0291  DYNAMIC HEIGHT  -         82.583 (meters)      270.94  (feet) COMP
 GE0291  MODELED GRAVITY -    979,811.7   (mgal)                       NAVD 88
 GE0291
 GE0291  VERT ORDER      -  FIRST     CLASS II
 GE0291
 GE0291.The horizontal coordinates were scaled from a map and have
 GE0291.an estimated accuracy of +/- 6 seconds.
 GE0291
 GE0291.The orthometric height was determined by differential leveling and
 GE0291.adjusted by the NATIONAL GEODETIC SURVEY
 GE0291.in June 1991.
 GE0291
 GE0291.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0291.GEOID18 height accuracy estimate available here.
 GE0291
 GE0291.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV830998(NAD 83)
 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
 GE0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0291.See file dsdata.pdf to determine how the superseded data were derived.
 GE0291
 GE0291_MARKER: DB = BENCH MARK DISK
 GE0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0291_STAMPING: 270.905 G 26 1932
 GE0291_MARK LOGO: CGS
 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             CGS
 GE0291  HISTORY     - 20020913 MARK NOT FOUND   USACE
 GE0291
 GE0291                          STATION DESCRIPTION
 GE0291
 GE0291'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DL1172 ***********************************************************************
 DL1172  DESIGNATION -  G 260
 DL1172  PID         -  DL1172
 DL1172  STATE/COUNTY-  AR/MILLER
 DL1172  COUNTRY     -  US
 DL1172  USGS QUAD   -  FULTON (2017)
 DL1172
 DL1172                         *CURRENT SURVEY CONTROL
 DL1172  ______________________________________________________________________
 DL1172* NAD 83(1986) POSITION- 33 34 23.     (N) 093 50 15.     (W)   SCALED
 DL1172* NAVD 88 ORTHO HEIGHT -    76.183 (meters)      249.94  (feet) ADJUSTED
 DL1172  ______________________________________________________________________
 DL1172  GEOID HEIGHT    -        -27.029 (meters)                     GEOID18
 DL1172  DYNAMIC HEIGHT  -         76.103 (meters)      249.68  (feet) COMP
 DL1172  MODELED GRAVITY -    979,584.2   (mgal)                       NAVD 88
 DL1172
 DL1172  VERT ORDER      -  FIRST     CLASS I
 DL1172
 DL1172.The horizontal coordinates were scaled from a map and have
 DL1172.an estimated accuracy of +/- 6 seconds.
 DL1172
 DL1172.The orthometric height was determined by differential leveling and
 DL1172.adjusted by the NATIONAL GEODETIC SURVEY
 DL1172.in June 1991.
 DL1172
 DL1172.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1172.GEOID18 height accuracy estimate available here.
 DL1172
 DL1172.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT222151(NAD 83)
 DL1172
 DL1172                          SUPERSEDED SURVEY CONTROL
 DL1172
 DL1172  NGVD 29 (11/26/84)   76.197  (m)          249.99   (f) ADJUSTED    1 1
 DL1172
 DL1172.Superseded values are not recommended for survey control.
 DL1172
 DL1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1172.See file dsdata.pdf to determine how the superseded data were derived.
 DL1172
 DL1172_MARKER: DV = VERTICAL CONTROL DISK
 DL1172_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL1172_STAMPING: G 260 1977
 DL1172_MARK LOGO: NGS
 DL1172_MAGNETIC: I = MARKER IS A STEEL ROD
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1190 ***********************************************************************
 DL1190  DESIGNATION -  G 261
 DL1190  PID         -  DL1190
 DL1190  STATE/COUNTY-  AR/MILLER
 DL1190  COUNTRY     -  US
 DL1190  USGS QUAD   -  HOMAN (2017)
 DL1190
 DL1190                         *CURRENT SURVEY CONTROL
 DL1190  ______________________________________________________________________
 DL1190* NAD 83(1986) POSITION- 33 31 23.     (N) 093 57 22.     (W)   SCALED
 DL1190* NAVD 88 ORTHO HEIGHT -    80.848 (meters)      265.25  (feet) ADJUSTED
 DL1190  ______________________________________________________________________
 DL1190  GEOID HEIGHT    -        -26.996 (meters)                     GEOID18
 DL1190  DYNAMIC HEIGHT  -         80.762 (meters)      264.97  (feet) COMP
 DL1190  MODELED GRAVITY -    979,578.0   (mgal)                       NAVD 88
 DL1190
 DL1190  VERT ORDER      -  FIRST     CLASS I
 DL1190
 DL1190.The horizontal coordinates were scaled from a map and have
 DL1190.an estimated accuracy of +/- 6 seconds.
 DL1190
 DL1190.The orthometric height was determined by differential leveling and
 DL1190.adjusted by the NATIONAL GEODETIC SURVEY
 DL1190.in June 1991.
 DL1190
 DL1190.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1190.GEOID18 height accuracy estimate available here.
 DL1190
 DL1190.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT112096(NAD 83)
 DL1190
 DL1190                          SUPERSEDED SURVEY CONTROL
 DL1190
 DL1190  NGVD 29 (11/26/84)   80.862  (m)          265.29   (f) ADJUSTED    1 1
 DL1190
 DL1190.Superseded values are not recommended for survey control.
 DL1190
 DL1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1190.See file dsdata.pdf to determine how the superseded data were derived.
 DL1190
 DL1190_MARKER: DV = VERTICAL CONTROL DISK
 DL1190_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL1190_STAMPING: G 261 1977
 DL1190_MARK LOGO: NGS
 DL1190_MAGNETIC: I = MARKER IS A STEEL ROD
 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 = MARCH 20, 2026 22:17:28 EDT
 GG0091 ***********************************************************************
 GG0091  DESIGNATION -  G 27 RESET
 GG0091  PID         -  GG0091
 GG0091  STATE/COUNTY-  AR/WASHINGTON
 GG0091  COUNTRY     -  US
 GG0091  USGS QUAD   -  FAYETTEVILLE (2017)
 GG0091
 GG0091                         *CURRENT SURVEY CONTROL
 GG0091  ______________________________________________________________________
 GG0091* NAD 83(1986) POSITION- 36 03 46.5    (N) 094 10 03.5    (W)   HD_HELD2
 GG0091* NAVD 88 ORTHO HEIGHT -   400.38  (meters)     1313.6   (feet) RESET
 GG0091  ______________________________________________________________________
 GG0091  GEOID HEIGHT    -        -28.075 (meters)                     GEOID18
 GG0091  VERT ORDER      -  THIRD
 GG0091
 GG0091.The horizontal coordinates were established by autonomous hand held GPS
 GG0091.observations and have an estimated accuracy of +/- 10 meters.
 GG0091
 GG0091.The orthometric height was computed from unverified reset data.
 GG0091
 GG0091.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0091.GEOID18 height accuracy estimate available here.
 GG0091
 GG0091.Click photographs - Photos may exist for this station.
 GG0091
 GG0091;                    North         East    Units  Estimated Accuracy
 GG0091;SPC AR N     -   194,036.      204,735.      MT  (+/- 10 meters HH2 GPS)
 GG0091
 GG0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9484491557(NAD 83)
 GG0091
 GG0091                          SUPERSEDED SURVEY CONTROL
 GG0091
 GG0091.No superseded survey control is available for this station.
 GG0091
 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_MARK LOGO: CGS
 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             CGS
 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FH0047 ***********************************************************************
 FH0047  DESIGNATION -  G 28
 FH0047  PID         -  FH0047
 FH0047  STATE/COUNTY-  AR/CRAWFORD
 FH0047  COUNTRY     -  US
 FH0047  USGS QUAD   -  MOUNTAINBURG SW (2017)
 FH0047
 FH0047                         *CURRENT SURVEY CONTROL
 FH0047  ______________________________________________________________________
 FH0047* NAD 83(1986) POSITION- 35 34 13.     (N) 094 13 39.     (W)   SCALED
 FH0047* NAVD 88 ORTHO HEIGHT -   189.830 (meters)      622.80  (feet) ADJUSTED
 FH0047  ______________________________________________________________________
 FH0047  GEOID HEIGHT    -        -29.156 (meters)                     GEOID18
 FH0047  DYNAMIC HEIGHT  -        189.653 (meters)      622.22  (feet) COMP
 FH0047  MODELED GRAVITY -    979,697.6   (mgal)                       NAVD 88
 FH0047
 FH0047  VERT ORDER      -  FIRST     CLASS II
 FH0047
 FH0047.The horizontal coordinates were scaled from a map and have
 FH0047.an estimated accuracy of +/- 6 seconds.
 FH0047
 FH0047.The orthometric height was determined by differential leveling and
 FH0047.adjusted by the NATIONAL GEODETIC SURVEY
 FH0047.in June 1991.
 FH0047
 FH0047.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0047.GEOID18 height accuracy estimate available here.
 FH0047
 FH0047.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV887369(NAD 83)
 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
 FH0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0047.See file dsdata.pdf to determine how the superseded data were derived.
 FH0047
 FH0047_MARKER: DB = BENCH MARK DISK
 FH0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0047_STAMPING: 622.443 G 28 1932
 FH0047_MARK LOGO: CGS
 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             CGS
 FH0047  HISTORY     - 19891109 MARK NOT FOUND   NGS
 FH0047
 FH0047                          STATION DESCRIPTION
 FH0047
 FH0047'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1610 ***********************************************************************
 EJ1610  DESIGNATION -  G 287
 EJ1610  PID         -  EJ1610
 EJ1610  STATE/COUNTY-  AR/PULASKI
 EJ1610  COUNTRY     -  US
 EJ1610  USGS QUAD   -  SWEET HOME (2017)
 EJ1610
 EJ1610                         *CURRENT SURVEY CONTROL
 EJ1610  ______________________________________________________________________
 EJ1610* NAD 83(1986) POSITION- 34 41 24.     (N) 092 14 32.     (W)   SCALED
 EJ1610* NAVD 88 ORTHO HEIGHT -    88.674 (meters)      290.92  (feet) ADJUSTED
 EJ1610  ______________________________________________________________________
 EJ1610  GEOID HEIGHT    -        -26.561 (meters)                     GEOID18
 EJ1610  DYNAMIC HEIGHT  -         88.591 (meters)      290.65  (feet) COMP
 EJ1610  MODELED GRAVITY -    979,694.1   (mgal)                       NAVD 88
 EJ1610
 EJ1610  VERT ORDER      -  FIRST     CLASS II
 EJ1610
 EJ1610.The horizontal coordinates were scaled from a map and have
 EJ1610.an estimated accuracy of +/- 6 seconds.
 EJ1610
 EJ1610.The orthometric height was determined by differential leveling and
 EJ1610.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1610.in June 1991.
 EJ1610
 EJ1610.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1610.GEOID18 height accuracy estimate available here.
 EJ1610
 EJ1610.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU694389(NAD 83)
 EJ1610
 EJ1610                          SUPERSEDED SURVEY CONTROL
 EJ1610
 EJ1610.No superseded survey control is available for this station.
 EJ1610
 EJ1610_MARKER: F = FLANGE-ENCASED ROD
 EJ1610_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EJ1610_STAMPING: G 287 1984
 EJ1610_MARK LOGO: NGS
 EJ1610_PROJECTION: RECESSED 0 CENTIMETERS
 EJ1610_MAGNETIC: I = MARKER IS A STEEL ROD
 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  HISTORY     - 20070505 GOOD             NGS
 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.
 EJ1610
 EJ1610                          STATION RECOVERY (2007)
 EJ1610
 EJ1610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2007 (JBW)
 EJ1610'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1642 ***********************************************************************
 EJ1642  DESIGNATION -  G 288
 EJ1642  PID         -  EJ1642
 EJ1642  STATE/COUNTY-  AR/JEFFERSON
 EJ1642  COUNTRY     -  US
 EJ1642  USGS QUAD   -  HARDIN (2017)
 EJ1642
 EJ1642                         *CURRENT SURVEY CONTROL
 EJ1642  ______________________________________________________________________
 EJ1642* NAD 83(1986) POSITION- 34 20 56.     (N) 092 08 39.     (W)   SCALED
 EJ1642* NAVD 88 ORTHO HEIGHT -   101.176 (meters)      331.94  (feet) ADJUSTED
 EJ1642  ______________________________________________________________________
 EJ1642  GEOID HEIGHT    -        -26.037 (meters)                     GEOID18
 EJ1642  DYNAMIC HEIGHT  -        101.079 (meters)      331.62  (feet) COMP
 EJ1642  MODELED GRAVITY -    979,674.3   (mgal)                       NAVD 88
 EJ1642
 EJ1642  VERT ORDER      -  FIRST     CLASS II
 EJ1642
 EJ1642.The horizontal coordinates were scaled from a map and have
 EJ1642.an estimated accuracy of +/- 6 seconds.
 EJ1642
 EJ1642.The orthometric height was determined by differential leveling and
 EJ1642.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1642.in June 1991.
 EJ1642
 EJ1642.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1642.GEOID18 height accuracy estimate available here.
 EJ1642
 EJ1642.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU787011(NAD 83)
 EJ1642
 EJ1642                          SUPERSEDED SURVEY CONTROL
 EJ1642
 EJ1642.No superseded survey control is available for this station.
 EJ1642
 EJ1642_MARKER: I = METAL ROD
 EJ1642_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 AB2020 ***********************************************************************
 AB2020  DESIGNATION -  G 289 RESET
 AB2020  PID         -  AB2020
 AB2020  STATE/COUNTY-  AR/JEFFERSON
 AB2020  COUNTRY     -  US
 AB2020  USGS QUAD   -  MOSCOW (2017)
 AB2020
 AB2020                         *CURRENT SURVEY CONTROL
 AB2020  ______________________________________________________________________
 AB2020* NAD 83(1986) POSITION- 34 10 05.     (N) 091 50 49.     (W)   SCALED
 AB2020* NAVD 88 ORTHO HEIGHT -    59.68  (meters)      195.8   (feet) RESET
 AB2020  ______________________________________________________________________
 AB2020  GEOID HEIGHT    -        -25.945 (meters)                     GEOID18
 AB2020  VERT ORDER      -  THIRD
 AB2020
 AB2020.The horizontal coordinates were scaled from a map and have
 AB2020.an estimated accuracy of +/- 6 seconds.
 AB2020
 AB2020.The orthometric height was computed from unverified reset data.
 AB2020
 AB2020.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB2020.GEOID18 height accuracy estimate available here.
 AB2020
 AB2020.Click photographs - Photos may exist for this station.
 AB2020
 AB2020;                    North         East    Units  Estimated Accuracy
 AB2020;SPC AR S     -   566,530.      414,110.      MT  (+/- 180 meters Scaled)
 AB2020
 AB2020_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT062813(NAD 83)
 AB2020
 AB2020                          SUPERSEDED SURVEY CONTROL
 AB2020
 AB2020.No superseded survey control is available for this station.
 AB2020
 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 DEPARTMENT OF TRANSPORTATION 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 = MARCH 20, 2026 22:17:28 EDT
 FH0175 ***********************************************************************
 FH0175  DESIGNATION -  G 29
 FH0175  PID         -  FH0175
 FH0175  STATE/COUNTY-  AR/CRAWFORD
 FH0175  COUNTRY     -  US
 FH0175  USGS QUAD   -  MULBERRY (2017)
 FH0175
 FH0175                         *CURRENT SURVEY CONTROL
 FH0175  ______________________________________________________________________
 FH0175* NAD 83(1986) POSITION- 35 29 42.93   (N) 094 03 06.57   (W)   HD_HELD1
 FH0175* NAVD 88 ORTHO HEIGHT -   120.274 (meters)      394.60  (feet) ADJUSTED
 FH0175  ______________________________________________________________________
 FH0175  GEOID HEIGHT    -        -29.351 (meters)                     GEOID18
 FH0175  DYNAMIC HEIGHT  -        120.164 (meters)      394.24  (feet) COMP
 FH0175  MODELED GRAVITY -    979,718.6   (mgal)                       NAVD 88
 FH0175
 FH0175  VERT ORDER      -  FIRST     CLASS II
 FH0175
 FH0175.The horizontal coordinates were determined by differentially corrected
 FH0175.hand held GPS observations or other comparable positioning techniques
 FH0175.and have an estimated accuracy of +/- 3 meters.
 FH0175
 FH0175.The orthometric height was determined by differential leveling and
 FH0175.adjusted by the NATIONAL GEODETIC SURVEY
 FH0175.in June 1991.
 FH0175
 FH0175.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0175.GEOID18 height accuracy estimate available here.
 FH0175
 FH0175.Click photographs - Photos may exist for this station.
 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     -   130,845.1     213,853.4     MT  (+/- 3 meters HH1 GPS) 
 FH0175
 FH0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV0459928476(NAD 83)
 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
 FH0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0175.See file dsdata.pdf to determine how the superseded data were derived.
 FH0175
 FH0175_MARKER: DB = BENCH MARK DISK
 FH0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0175_STAMPING: 394.392 G 29 1935
 FH0175_MARK LOGO: CGS
 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  HISTORY     - 20150121 MARK NOT FOUND   ARHD
 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.
 FH0175
 FH0175                          STATION RECOVERY (2015)
 FH0175
 FH0175'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (BAB)
 FH0175'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1664 ***********************************************************************
 EJ1664  DESIGNATION -  G 290
 EJ1664  PID         -  EJ1664
 EJ1664  STATE/COUNTY-  AR/PULASKI
 EJ1664  COUNTRY     -  US
 EJ1664  USGS QUAD   -  NORTH LITTLE ROCK (2017)
 EJ1664
 EJ1664                         *CURRENT SURVEY CONTROL
 EJ1664  ______________________________________________________________________
 EJ1664* NAD 83(2011) POSITION- 34 47 52.62896(N) 092 17 29.73971(W)   ADJUSTED
 EJ1664* NAD 83(2011) ELLIP HT-    67.156 (meters)        (06/27/12)   ADJUSTED
 EJ1664* NAD 83(2011) EPOCH   -  2010.00
 EJ1664* NAVD 88 ORTHO HEIGHT -    93.974 (meters)      308.31  (feet) ADJUSTED
 EJ1664  ______________________________________________________________________
 EJ1664  GEOID HEIGHT    -        -26.801 (meters)                     GEOID18
 EJ1664  NAD 83(2011) X  -   -209,654.671 (meters)                     COMP
 EJ1664  NAD 83(2011) Y  - -5,239,113.021 (meters)                     COMP
 EJ1664  NAD 83(2011) Z  -  3,619,521.398 (meters)                     COMP
 EJ1664  LAPLACE CORR    -          1.09  (seconds)                    DEFLEC18
 EJ1664  DYNAMIC HEIGHT  -         93.886 (meters)      308.02  (feet) COMP
 EJ1664  MODELED GRAVITY -    979,704.2   (mgal)                       NAVD 88
 EJ1664
 EJ1664  VERT ORDER      -  FIRST     CLASS II
 EJ1664
 EJ1664  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 EJ1664  Standards:
 EJ1664         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 EJ1664            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 EJ1664  -------------------------------------------------------------------
 EJ1664  NETWORK    1.08   1.49           0.48   0.39   0.76      0.10115364
 EJ1664  -------------------------------------------------------------------
 EJ1664  Click here for local accuracies and other accuracy information.
 EJ1664
 EJ1664.The horizontal coordinates were established by GPS observations
 EJ1664.and adjusted by the National Geodetic Survey in June 2012.
 EJ1664
 EJ1664.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 EJ1664.been affixed to the stable North American tectonic plate. See 
 EJ1664.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 EJ1664
 EJ1664.The horizontal coordinates are valid at the epoch date displayed above
 EJ1664.which is a decimal equivalence of Year/Month/Day.
 EJ1664
 EJ1664.The orthometric height was determined by differential leveling and
 EJ1664.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1664.in September 2023.
 EJ1664
 EJ1664.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1664.GEOID18 height accuracy estimate available here.
 EJ1664
 EJ1664.Click photographs - Photos may exist for this station.
 EJ1664
 EJ1664.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EJ1664
 EJ1664.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1664
 EJ1664.The ellipsoidal height was determined by GPS observations
 EJ1664.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 EJ1664
 EJ1664;                    North         East     Units Scale Factor Converg.
 EJ1664;SPC AR S     -   636,432.646   373,315.464   MT  1.00000713   -0 09 47.5
 EJ1664;SPC AR S     - 2,088,029.44  1,224,785.82   sFT  1.00000713   -0 09 47.5
 EJ1664;UTM  15      - 3,850,865.764   564,802.263   MT  0.99965176   +0 24 15.4
 EJ1664
 EJ1664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1664!SPC AR S     -   0.99998946  x   1.00000713  =   0.99999659
 EJ1664!UTM  15      -   0.99998946  x   0.99965176  =   0.99964122
 EJ1664
 EJ1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6480250865(NAD 83)
 EJ1664
 EJ1664                          SUPERSEDED SURVEY CONTROL
 EJ1664
 EJ1664  NAD 83(2007)-  34 47 52.62888(N)    092 17 29.73983(W) AD(2002.00) 1
 EJ1664  ELLIP H (04/01/09)   67.170  (m)                       GP(2002.00) 5 1
 EJ1664  NAD 83(1997)-  34 47 52.62883(N)    092 17 29.74072(W) AD(       ) 1
 EJ1664  ELLIP H (12/29/05)   67.181  (m)                       GP(       ) 4 2
 EJ1664  NAVD 88              93.96   (m)          308.3    (f) LEVELING    3  
 EJ1664  NAVD 88 (06/15/91)   93.964  (m)          308.28   (f) SUPERSEDED  1 2
 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
 EJ1664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1664.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1664
 EJ1664_MARKER: F = FLANGE-ENCASED ROD
 EJ1664_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EJ1664_STAMPING: G 290 1984
 EJ1664_MARK LOGO: NGS
 EJ1664_PROJECTION: RECESSED 4 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 - January 17, 2023
 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  HISTORY     - 20070119 GOOD             WOOLPT
 EJ1664  HISTORY     - 20120521 GOOD             FAMM
 EJ1664  HISTORY     - 20160223 GOOD             ARHD
 EJ1664  HISTORY     - 20230117 GOOD             PRIVTE
 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.
 EJ1664
 EJ1664                          STATION RECOVERY (2007)
 EJ1664
 EJ1664'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2007 (JKN)
 EJ1664'29.41 M (96.5 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF U.S. BANK,
 EJ1664'21.73 (71.3 FT) EAST OF THE CENTERLINE OF MCARTHUR DRIVE AND 14.94 M
 EJ1664'(49.0 FT) NORTH OF THE CENTERLINE OF THERESA DRIVE.  RECOVERED IN GOOD
 EJ1664'CONDITION.
 EJ1664
 EJ1664                          STATION RECOVERY (2012)
 EJ1664
 EJ1664'RECOVERY NOTE BY FUGRO AERIAL AND MOBILE MAPPING INC 2012 (MRY)
 EJ1664'MULTIPLE OBSTRUCTIONS (TREES, BILLBOARD)NEARBY.  CAREFUL GPS PLANNING
 EJ1664'REQUIRED.
 EJ1664
 EJ1664                          STATION RECOVERY (2016)
 EJ1664
 EJ1664'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (WDA)
 EJ1664'RECOVERED IN GOOD CONDITION.
 EJ1664
 EJ1664                          STATION RECOVERY (2023)
 EJ1664
 EJ1664'RECOVERY NOTE BY PRIVATE AGENCIES UNSPECIFIED 2023 (JU)
 EJ1664'MARKER IS RECOVERED INTACT AND IN GOOD CONDITION, THOUGH RECESSED AND
 EJ1664'COVERED BY GROUND VEGETATION.  THIS MAKES RAPID IDENTIFICATION OF
 EJ1664'MARKER CHALLENGING.  POSITION IS ACCURATE TO FIVE DECIMAL PLACES WITH
 EJ1664'L1 AND L2 SIGNALS.  ROD IS BENEATH AN ACCESS FLAP.  FLAP IS NOT LOCKED
 EJ1664'OR OTHERWISE INACCESSIBLE, THOUGH DIRT AND AGE REQUIRE SOME SORT OF
 EJ1664'PRY DEVICE (SUCH AS A SCREWDRIVER) BE USED TO OPEN THE ACCESS FLAP.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1543 ***********************************************************************
 FG1543  DESIGNATION -  G 291
 FG1543  PID         -  FG1543
 FG1543  STATE/COUNTY-  AR/FAULKNER
 FG1543  COUNTRY     -  US
 FG1543  USGS QUAD   -  CONWAY (2017)
 FG1543
 FG1543                         *CURRENT SURVEY CONTROL
 FG1543  ______________________________________________________________________
 FG1543* NAD 83(1986) POSITION- 35 06 59.     (N) 092 27 51.     (W)   SCALED
 FG1543* NAVD 88 ORTHO HEIGHT -   129.005 (meters)      423.24  (feet) ADJUSTED
 FG1543  ______________________________________________________________________
 FG1543  GEOID HEIGHT    -        -28.042 (meters)                     GEOID18
 FG1543  DYNAMIC HEIGHT  -        128.884 (meters)      422.85  (feet) COMP
 FG1543  MODELED GRAVITY -    979,696.4   (mgal)                       NAVD 88
 FG1543
 FG1543  VERT ORDER      -  FIRST     CLASS II
 FG1543
 FG1543.The horizontal coordinates were scaled from a map and have
 FG1543.an estimated accuracy of +/- 6 seconds.
 FG1543
 FG1543.The orthometric height was determined by differential leveling and
 FG1543.adjusted by the NATIONAL GEODETIC SURVEY
 FG1543.in June 1991.
 FG1543
 FG1543.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1543.GEOID18 height accuracy estimate available here.
 FG1543
 FG1543.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU488860(NAD 83)
 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
 FG1543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1543.See file dsdata.pdf to determine how the superseded data were derived.
 FG1543
 FG1543_MARKER: I = METAL ROD
 FG1543_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 DK1730 ***********************************************************************
 DK1730  DESIGNATION -  G 292
 DK1730  PID         -  DK1730
 DK1730  STATE/COUNTY-  AR/DESHA
 DK1730  COUNTRY     -  US
 DK1730  USGS QUAD   -  GOULD (2017)
 DK1730
 DK1730                         *CURRENT SURVEY CONTROL
 DK1730  ______________________________________________________________________
 DK1730* NAD 83(1986) POSITION- 33 57 28.     (N) 091 32 22.     (W)   SCALED
 DK1730* NAVD 88 ORTHO HEIGHT -    48.631 (meters)      159.55  (feet) ADJUSTED
 DK1730  ______________________________________________________________________
 DK1730  GEOID HEIGHT    -        -26.009 (meters)                     GEOID18
 DK1730  DYNAMIC HEIGHT  -         48.582 (meters)      159.39  (feet) COMP
 DK1730  MODELED GRAVITY -    979,645.1   (mgal)                       NAVD 88
 DK1730
 DK1730  VERT ORDER      -  FIRST     CLASS II
 DK1730
 DK1730.The horizontal coordinates were scaled from a map and have
 DK1730.an estimated accuracy of +/- 6 seconds.
 DK1730
 DK1730.The orthometric height was determined by differential leveling and
 DK1730.adjusted by the NATIONAL GEODETIC SURVEY
 DK1730.in June 1991.
 DK1730
 DK1730.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1730.GEOID18 height accuracy estimate available here.
 DK1730
 DK1730.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT349584(NAD 83)
 DK1730
 DK1730                          SUPERSEDED SURVEY CONTROL
 DK1730
 DK1730.No superseded survey control is available for this station.
 DK1730
 DK1730_MARKER: I = METAL ROD
 DK1730_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1569 ***********************************************************************
 FG1569  DESIGNATION -  G 293
 FG1569  PID         -  FG1569
 FG1569  STATE/COUNTY-  AR/POPE
 FG1569  COUNTRY     -  US
 FG1569  USGS QUAD   -  ATKINS (2017)
 FG1569
 FG1569                         *CURRENT SURVEY CONTROL
 FG1569  ______________________________________________________________________
 FG1569* NAD 83(1986) POSITION- 35 14 32.     (N) 092 53 27.     (W)   SCALED
 FG1569* NAVD 88 ORTHO HEIGHT -   101.456 (meters)      332.86  (feet) ADJUSTED
 FG1569  ______________________________________________________________________
 FG1569  GEOID HEIGHT    -        -28.798 (meters)                     GEOID18
 FG1569  DYNAMIC HEIGHT  -        101.361 (meters)      332.55  (feet) COMP
 FG1569  MODELED GRAVITY -    979,696.9   (mgal)                       NAVD 88
 FG1569
 FG1569  VERT ORDER      -  FIRST     CLASS II
 FG1569
 FG1569.The horizontal coordinates were scaled from a map and have
 FG1569.an estimated accuracy of +/- 6 seconds.
 FG1569
 FG1569.The orthometric height was determined by differential leveling and
 FG1569.adjusted by the NATIONAL GEODETIC SURVEY
 FG1569.in June 1991.
 FG1569
 FG1569.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1569.GEOID18 height accuracy estimate available here.
 FG1569
 FG1569.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU099999(NAD 83)
 FG1569
 FG1569                          SUPERSEDED SURVEY CONTROL
 FG1569
 FG1569.No superseded survey control is available for this station.
 FG1569
 FG1569_MARKER: I = METAL ROD
 FG1569_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1606 ***********************************************************************
 FG1606  DESIGNATION -  G 294
 FG1606  PID         -  FG1606
 FG1606  STATE/COUNTY-  AR/JOHNSON
 FG1606  COUNTRY     -  US
 FG1606  USGS QUAD   -  DELAWARE (2017)
 FG1606
 FG1606                         *CURRENT SURVEY CONTROL
 FG1606  ______________________________________________________________________
 FG1606* NAD 83(1986) POSITION- 35 22 03.50   (N) 093 21 00.22   (W)   HD_HELD1
 FG1606* NAVD 88 ORTHO HEIGHT -   116.918 (meters)      383.59  (feet) ADJUSTED
 FG1606  ______________________________________________________________________
 FG1606  GEOID HEIGHT    -        -29.324 (meters)                     GEOID18
 FG1606  DYNAMIC HEIGHT  -        116.808 (meters)      383.23  (feet) COMP
 FG1606  MODELED GRAVITY -    979,696.3   (mgal)                       NAVD 88
 FG1606
 FG1606  VERT ORDER      -  FIRST     CLASS II
 FG1606
 FG1606.The horizontal coordinates were determined by differentially corrected
 FG1606.hand held GPS observations or other comparable positioning techniques
 FG1606.and have an estimated accuracy of +/- 3 meters.
 FG1606
 FG1606.The orthometric height was determined by differential leveling and
 FG1606.adjusted by the NATIONAL GEODETIC SURVEY
 FG1606.in June 1991.
 FG1606
 FG1606.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1606.GEOID18 height accuracy estimate available here.
 FG1606
 FG1606.Click photographs - Photos may exist for this station.
 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     -   115,588.2     277,320.0     MT  (+/- 3 meters HH1 GPS) 
 FG1606
 FG1606_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV6819913870(NAD 83)
 FG1606
 FG1606                          SUPERSEDED SURVEY CONTROL
 FG1606
 FG1606.No superseded survey control is available for this station.
 FG1606
 FG1606_MARKER: I = METAL ROD
 FG1606_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FG1606+WITH SETTING: INFORMATION.
 FG1606_STAMPING: G 294 1984
 FG1606_MARK LOGO: NGS
 FG1606_PROJECTION: FLUSH
 FG1606_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1606_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG1606+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2015
 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  HISTORY     - 20150311 GOOD             ARHD
 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.
 FG1606
 FG1606                          STATION RECOVERY (2015)
 FG1606
 FG1606'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (WDA)
 FG1606'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1658 ***********************************************************************
 FG1658  DESIGNATION -  G 295
 FG1658  PID         -  FG1658
 FG1658  STATE/COUNTY-  AR/FRANKLIN
 FG1658  COUNTRY     -  US
 FG1658  USGS QUAD   -  CECIL (2017)
 FG1658
 FG1658                         *CURRENT SURVEY CONTROL
 FG1658  ______________________________________________________________________
 FG1658* NAD 83(1986) POSITION- 35 26 28.     (N) 093 58 17.     (W)   SCALED
 FG1658* NAVD 88 ORTHO HEIGHT -   211.679 (meters)      694.48  (feet) ADJUSTED
 FG1658  ______________________________________________________________________
 FG1658  GEOID HEIGHT    -        -29.430 (meters)                     GEOID18
 FG1658  DYNAMIC HEIGHT  -        211.481 (meters)      693.83  (feet) COMP
 FG1658  MODELED GRAVITY -    979,692.4   (mgal)                       NAVD 88
 FG1658
 FG1658  VERT ORDER      -  FIRST     CLASS II
 FG1658
 FG1658.The horizontal coordinates were scaled from a map and have
 FG1658.an estimated accuracy of +/- 6 seconds.
 FG1658
 FG1658.The orthometric height was determined by differential leveling and
 FG1658.adjusted by the NATIONAL GEODETIC SURVEY
 FG1658.in June 1991.
 FG1658
 FG1658.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1658.GEOID18 height accuracy estimate available here.
 FG1658
 FG1658.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV118223(NAD 83)
 FG1658
 FG1658                          SUPERSEDED SURVEY CONTROL
 FG1658
 FG1658.No superseded survey control is available for this station.
 FG1658
 FG1658_MARKER: DV = VERTICAL CONTROL DISK
 FG1658_SETTING: 80 = SET IN A BOULDER
 FG1658_STAMPING: G 295 1984
 FG1658_MARK LOGO: NGS
 FG1658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1658+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1634 ***********************************************************************
 FG1634  DESIGNATION -  G 296
 FG1634  PID         -  FG1634
 FG1634  STATE/COUNTY-  AR/FRANKLIN
 FG1634  COUNTRY     -  US
 FG1634  USGS QUAD   -  COAL HILL (2017)
 FG1634
 FG1634                         *CURRENT SURVEY CONTROL
 FG1634  ______________________________________________________________________
 FG1634* NAD 83(1986) POSITION- 35 26 32.     (N) 093 42 39.     (W)   SCALED
 FG1634* NAVD 88 ORTHO HEIGHT -   158.157 (meters)      518.89  (feet) ADJUSTED
 FG1634  ______________________________________________________________________
 FG1634  GEOID HEIGHT    -        -29.329 (meters)                     GEOID18
 FG1634  DYNAMIC HEIGHT  -        158.010 (meters)      518.40  (feet) COMP
 FG1634  MODELED GRAVITY -    979,702.8   (mgal)                       NAVD 88
 FG1634
 FG1634  VERT ORDER      -  FIRST     CLASS II
 FG1634
 FG1634.The horizontal coordinates were scaled from a map and have
 FG1634.an estimated accuracy of +/- 6 seconds.
 FG1634
 FG1634.The orthometric height was determined by differential leveling and
 FG1634.adjusted by the NATIONAL GEODETIC SURVEY
 FG1634.in June 1991.
 FG1634
 FG1634.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1634.GEOID18 height accuracy estimate available here.
 FG1634
 FG1634.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV354223(NAD 83)
 FG1634
 FG1634                          SUPERSEDED SURVEY CONTROL
 FG1634
 FG1634.No superseded survey control is available for this station.
 FG1634
 FG1634_MARKER: I = METAL ROD
 FG1634_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 FH0789 ***********************************************************************
 FH0789  DESIGNATION -  G 297
 FH0789  PID         -  FH0789
 FH0789  STATE/COUNTY-  AR/SEBASTIAN
 FH0789  COUNTRY     -  US
 FH0789  USGS QUAD   -  LAVACA (2017)
 FH0789
 FH0789                         *CURRENT SURVEY CONTROL
 FH0789  ______________________________________________________________________
 FH0789* NAD 83(1986) POSITION- 35 20 15.     (N) 094 12 14.     (W)   SCALED
 FH0789* NAVD 88 ORTHO HEIGHT -   123.704 (meters)      405.85  (feet) ADJUSTED
 FH0789  ______________________________________________________________________
 FH0789  GEOID HEIGHT    -        -30.044 (meters)                     GEOID18
 FH0789  DYNAMIC HEIGHT  -        123.588 (meters)      405.47  (feet) COMP
 FH0789  MODELED GRAVITY -    979,693.5   (mgal)                       NAVD 88
 FH0789
 FH0789  VERT ORDER      -  FIRST     CLASS II
 FH0789
 FH0789.The horizontal coordinates were scaled from a map and have
 FH0789.an estimated accuracy of +/- 6 seconds.
 FH0789
 FH0789.The orthometric height was determined by differential leveling and
 FH0789.adjusted by the NATIONAL GEODETIC SURVEY
 FH0789.in June 1991.
 FH0789
 FH0789.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0789.GEOID18 height accuracy estimate available here.
 FH0789
 FH0789.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV905111(NAD 83)
 FH0789
 FH0789                          SUPERSEDED SURVEY CONTROL
 FH0789
 FH0789.No superseded survey control is available for this station.
 FH0789
 FH0789_MARKER: I = METAL ROD
 FH0789_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH0789+WITH SETTING: INFORMATION.
 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 = MARCH 20, 2026 22:17:28 EDT
 FH0812 ***********************************************************************
 FH0812  DESIGNATION -  G 298
 FH0812  PID         -  FH0812
 FH0812  STATE/COUNTY-  AR/SEBASTIAN
 FH0812  COUNTRY     -  US
 FH0812  USGS QUAD   -  SOUTH FORT SMITH (2017)
 FH0812
 FH0812                         *CURRENT SURVEY CONTROL
 FH0812  ______________________________________________________________________
 FH0812* NAD 83(1986) POSITION- 35 18 44.1    (N) 094 23 56.4    (W)   HD_HELD2
 FH0812* NAVD 88 ORTHO HEIGHT -   147.198 (meters)      482.93  (feet) ADJUSTED
 FH0812  ______________________________________________________________________
 FH0812  GEOID HEIGHT    -        -30.357 (meters)                     GEOID18
 FH0812  DYNAMIC HEIGHT  -        147.058 (meters)      482.47  (feet) COMP
 FH0812  MODELED GRAVITY -    979,679.9   (mgal)                       NAVD 88
 FH0812
 FH0812  VERT ORDER      -  FIRST     CLASS II
 FH0812
 FH0812.The horizontal coordinates were established by autonomous hand held GPS
 FH0812.observations and have an estimated accuracy of +/- 10 meters.
 FH0812
 FH0812.The orthometric height was determined by differential leveling and
 FH0812.adjusted by the NATIONAL GEODETIC SURVEY
 FH0812.in June 1991.
 FH0812
 FH0812.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0812.GEOID18 height accuracy estimate available here.
 FH0812
 FH0812.Click photographs - Photos may exist for this station.
 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     -   111,260.      181,868.      MT  (+/- 10 meters HH2 GPS)
 FH0812
 FH0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV7282108568(NAD 83)
 FH0812
 FH0812                          SUPERSEDED SURVEY CONTROL
 FH0812
 FH0812.No superseded survey control is available for this station.
 FH0812
 FH0812_MARKER: DV = VERTICAL CONTROL 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 SUITABLE FOR
 FH0812+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2014
 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  HISTORY     - 20090710 GOOD             GEOCAC
 FH0812  HISTORY     - 20141218 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 DEPARTMENT OF TRANSPORTATION 2004 (DFC)
 FH0812'RECOVERED IN GOOD CONDITION.
 FH0812
 FH0812                          STATION RECOVERY (2009)
 FH0812
 FH0812'RECOVERY NOTE BY GEOCACHING 2009 (JA)
 FH0812'RECOVERED IN GOOD CONDITION.
 FH0812
 FH0812                          STATION RECOVERY (2014)
 FH0812
 FH0812'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (JDH)
 FH0812'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FH0836 ***********************************************************************
 FH0836  DESIGNATION -  G 299
 FH0836  PID         -  FH0836
 FH0836  STATE/COUNTY-  AR/SCOTT
 FH0836  COUNTRY     -  US
 FH0836  USGS QUAD   -  ABBOTT (2017)
 FH0836
 FH0836                         *CURRENT SURVEY CONTROL
 FH0836  ______________________________________________________________________
 FH0836* NAD 83(1986) POSITION- 35 03 46.     (N) 094 09 24.     (W)   SCALED
 FH0836* NAVD 88 ORTHO HEIGHT -   184.495 (meters)      605.30  (feet) ADJUSTED
 FH0836  ______________________________________________________________________
 FH0836  GEOID HEIGHT    -        -30.652 (meters)                     GEOID18
 FH0836  DYNAMIC HEIGHT  -        184.310 (meters)      604.69  (feet) COMP
 FH0836  MODELED GRAVITY -    979,629.0   (mgal)                       NAVD 88
 FH0836
 FH0836  VERT ORDER      -  FIRST     CLASS II
 FH0836
 FH0836.The horizontal coordinates were scaled from a map and have
 FH0836.an estimated accuracy of +/- 6 seconds.
 FH0836
 FH0836.The orthometric height was determined by differential leveling and
 FH0836.adjusted by the NATIONAL GEODETIC SURVEY
 FH0836.in June 1991.
 FH0836
 FH0836.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0836.GEOID18 height accuracy estimate available here.
 FH0836
 FH0836.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU945806(NAD 83)
 FH0836
 FH0836                          SUPERSEDED SURVEY CONTROL
 FH0836
 FH0836.No superseded survey control is available for this station.
 FH0836
 FH0836_MARKER: I = METAL ROD
 FH0836_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0998 ***********************************************************************
 FG0998  DESIGNATION -  G 30
 FG0998  PID         -  FG0998
 FG0998  STATE/COUNTY-  AR/JOHNSON
 FG0998  COUNTRY     -  US
 FG0998  USGS QUAD   -  CLARKSVILLE (2017)
 FG0998
 FG0998                         *CURRENT SURVEY CONTROL
 FG0998  ______________________________________________________________________
 FG0998* NAD 83(1986) POSITION- 35 25 06.     (N) 093 23 39.     (W)   SCALED
 FG0998* NAVD 88 ORTHO HEIGHT -   103.757 (meters)      340.41  (feet) ADJUSTED
 FG0998  ______________________________________________________________________
 FG0998  GEOID HEIGHT    -        -29.247 (meters)                     GEOID18
 FG0998  DYNAMIC HEIGHT  -        103.661 (meters)      340.09  (feet) COMP
 FG0998  MODELED GRAVITY -    979,705.1   (mgal)                       NAVD 88
 FG0998
 FG0998  VERT ORDER      -  FIRST     CLASS II
 FG0998
 FG0998.The horizontal coordinates were scaled from a map and have
 FG0998.an estimated accuracy of +/- 6 seconds.
 FG0998
 FG0998.The orthometric height was determined by differential leveling and
 FG0998.adjusted by the NATIONAL GEODETIC SURVEY
 FG0998.in June 1991.
 FG0998
 FG0998.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0998.GEOID18 height accuracy estimate available here.
 FG0998
 FG0998.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV642195(NAD 83)
 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
 FG0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0998.See file dsdata.pdf to determine how the superseded data were derived.
 FG0998
 FG0998_MARKER: DB = BENCH MARK DISK
 FG0998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0998_STAMPING: G 30 1932
 FG0998_MARK LOGO: CGS
 FG0998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0998+STABILITY: SURFACE MOTION
 FG0998
 FG0998  HISTORY     - Date     Condition        Report By
 FG0998  HISTORY     - 1932     MONUMENTED       CGS
 FG0998  HISTORY     - 1935     GOOD             CGS
 FG0998  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG0998
 FG0998                          STATION DESCRIPTION
 FG0998
 FG0998'DESCRIBED BY COAST AND 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EK0696 ***********************************************************************
 EK0696  DESIGNATION -  G 300
 EK0696  PID         -  EK0696
 EK0696  STATE/COUNTY-  AR/SCOTT
 EK0696  COUNTRY     -  US
 EK0696  USGS QUAD   -  ACORN (2017)
 EK0696
 EK0696                         *CURRENT SURVEY CONTROL
 EK0696  ______________________________________________________________________
 EK0696* NAD 83(1986) POSITION- 34 43 20.2    (N) 094 08 33.8    (W)   HD_HELD2
 EK0696* NAVD 88 ORTHO HEIGHT -   267.033 (meters)      876.09  (feet) ADJUSTED
 EK0696  ______________________________________________________________________
 EK0696  GEOID HEIGHT    -        -30.447 (meters)                     GEOID18
 EK0696  DYNAMIC HEIGHT  -        266.749 (meters)      875.16  (feet) COMP
 EK0696  MODELED GRAVITY -    979,566.9   (mgal)                       NAVD 88
 EK0696
 EK0696  VERT ORDER      -  FIRST     CLASS II
 EK0696
 EK0696.The horizontal coordinates were established by autonomous hand held GPS
 EK0696.observations and have an estimated accuracy of +/- 10 meters.
 EK0696
 EK0696.The orthometric height was determined by differential leveling and
 EK0696.adjusted by the NATIONAL GEODETIC SURVEY
 EK0696.in June 1991.
 EK0696
 EK0696.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0696.GEOID18 height accuracy estimate available here.
 EK0696
 EK0696.Click photographs - Photos may exist for this station.
 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     -    45,286.      203,742.      MT  (+/- 10 meters HH2 GPS)
 EK0696
 EK0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU9537142839(NAD 83)
 EK0696
 EK0696                          SUPERSEDED SURVEY CONTROL
 EK0696
 EK0696.No superseded survey control is available for this station.
 EK0696
 EK0696_MARKER: DV = VERTICAL CONTROL 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: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0696+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EK0723 ***********************************************************************
 EK0723  DESIGNATION -  G 301
 EK0723  PID         -  EK0723
 EK0723  STATE/COUNTY-  AR/POLK
 EK0723  COUNTRY     -  US
 EK0723  USGS QUAD   -  COVE (2017)
 EK0723
 EK0723                         *CURRENT SURVEY CONTROL
 EK0723  ______________________________________________________________________
 EK0723* NAD 83(1986) POSITION- 34 29 00.     (N) 094 22 49.     (W)   SCALED
 EK0723* NAVD 88 ORTHO HEIGHT -   302.110 (meters)      991.17  (feet) ADJUSTED
 EK0723  ______________________________________________________________________
 EK0723  GEOID HEIGHT    -        -30.119 (meters)                     GEOID18
 EK0723  DYNAMIC HEIGHT  -        301.783 (meters)      990.10  (feet) COMP
 EK0723  MODELED GRAVITY -    979,546.8   (mgal)                       NAVD 88
 EK0723
 EK0723  VERT ORDER      -  FIRST     CLASS II
 EK0723
 EK0723.The horizontal coordinates were scaled from a map and have
 EK0723.an estimated accuracy of +/- 6 seconds.
 EK0723
 EK0723.The orthometric height was determined by differential leveling and
 EK0723.adjusted by the NATIONAL GEODETIC SURVEY
 EK0723.in June 1991.
 EK0723
 EK0723.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0723.GEOID18 height accuracy estimate available here.
 EK0723
 EK0723.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU732166(NAD 83)
 EK0723
 EK0723                          SUPERSEDED SURVEY CONTROL
 EK0723
 EK0723.No superseded survey control is available for this station.
 EK0723
 EK0723_MARKER: DV = VERTICAL CONTROL DISK
 EK0723_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 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 = MARCH 20, 2026 22:17:28 EDT
 EK0747 ***********************************************************************
 EK0747  DESIGNATION -  G 302
 EK0747  PID         -  EK0747
 EK0747  STATE/COUNTY-  AR/POLK
 EK0747  COUNTRY     -  US
 EK0747  USGS QUAD   -  GILLHAM (2017)
 EK0747
 EK0747                         *CURRENT SURVEY CONTROL
 EK0747  ______________________________________________________________________
 EK0747* NAD 83(1986) POSITION- 34 12 06.     (N) 094 18 56.     (W)   SCALED
 EK0747* NAVD 88 ORTHO HEIGHT -   190.895 (meters)      626.29  (feet) ADJUSTED
 EK0747  ______________________________________________________________________
 EK0747  GEOID HEIGHT    -        -28.383 (meters)                     GEOID18
 EK0747  DYNAMIC HEIGHT  -        190.699 (meters)      625.65  (feet) COMP
 EK0747  MODELED GRAVITY -    979,606.2   (mgal)                       NAVD 88
 EK0747
 EK0747  VERT ORDER      -  FIRST     CLASS II
 EK0747
 EK0747.The horizontal coordinates were scaled from a map and have
 EK0747.an estimated accuracy of +/- 6 seconds.
 EK0747
 EK0747.The orthometric height was determined by differential leveling and
 EK0747.adjusted by the NATIONAL GEODETIC SURVEY
 EK0747.in June 1991.
 EK0747
 EK0747.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0747.GEOID18 height accuracy estimate available here.
 EK0747
 EK0747.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT787852(NAD 83)
 EK0747
 EK0747                          SUPERSEDED SURVEY CONTROL
 EK0747
 EK0747.No superseded survey control is available for this station.
 EK0747
 EK0747_MARKER: DV = VERTICAL CONTROL 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 = MARCH 20, 2026 22:17:28 EDT
 DM1058 ***********************************************************************
 DM1058  DESIGNATION -  G 303
 DM1058  PID         -  DM1058
 DM1058  STATE/COUNTY-  AR/LITTLE RIVER
 DM1058  COUNTRY     -  US
 DM1058  USGS QUAD   -  CERROGORDO (2017)
 DM1058
 DM1058                         *CURRENT SURVEY CONTROL
 DM1058  ______________________________________________________________________
 DM1058* NAD 83(1986) POSITION- 33 54 30.29   (N) 094 24 15.52   (W)   HD_HELD1
 DM1058* NAVD 88 ORTHO HEIGHT -    96.365 (meters)      316.16  (feet) ADJUSTED
 DM1058  ______________________________________________________________________
 DM1058  GEOID HEIGHT    -        -27.540 (meters)                     GEOID18
 DM1058  DYNAMIC HEIGHT  -         96.267 (meters)      315.84  (feet) COMP
 DM1058  MODELED GRAVITY -    979,612.7   (mgal)                       NAVD 88
 DM1058
 DM1058  VERT ORDER      -  FIRST     CLASS II
 DM1058
 DM1058.The horizontal coordinates were determined by differentially corrected
 DM1058.hand held GPS observations or other comparable positioning techniques
 DM1058.and have an estimated accuracy of +/- 3 meters.
 DM1058
 DM1058.The orthometric height was determined by differential leveling and
 DM1058.adjusted by the NATIONAL GEODETIC SURVEY
 DM1058.in June 1991.
 DM1058
 DM1058.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1058.GEOID18 height accuracy estimate available here.
 DM1058
 DM1058.Click photographs - Photos may exist for this station.
 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     -   540,335.6     177,678.2     MT  (+/- 3 meters HH1 GPS) 
 DM1058
 DM1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT7017052888(NAD 83)
 DM1058
 DM1058                          SUPERSEDED SURVEY CONTROL
 DM1058
 DM1058.No superseded survey control is available for this station.
 DM1058
 DM1058_MARKER: DV = VERTICAL CONTROL DISK
 DM1058_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM1058_SP_SET: BRIDGE ABUTMENT
 DM1058_STAMPING: G 303 1985
 DM1058_MARK LOGO: NGS
 DM1058_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1058_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1058+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2016
 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  HISTORY     - 20160316 GOOD             ARHD
 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.
 DM1058
 DM1058                          STATION RECOVERY (2016)
 DM1058
 DM1058'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (BAB)
 DM1058'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH2618 ***********************************************************************
 EH2618  DESIGNATION -  G 305
 EH2618  PID         -  EH2618
 EH2618  STATE/COUNTY-  AR/PHILLIPS
 EH2618  COUNTRY     -  US
 EH2618  USGS QUAD   -  ELAINE (2017)
 EH2618
 EH2618                         *CURRENT SURVEY CONTROL
 EH2618  ______________________________________________________________________
 EH2618* NAD 83(1997) POSITION- 34 17 02.02509(N) 090 50 26.52423(W)   ADJUSTED
 EH2618* NAD 83(1997) ELLIP HT-    32.404 (meters)        (09/14/99)   ADJUSTED
 EH2618* NAVD 88 ORTHO HEIGHT -    59.022 (meters)      193.64  (feet) ADJUSTED
 EH2618  ______________________________________________________________________
 EH2618  GEOID HEIGHT    -        -26.823 (meters)                     GEOID18
 EH2618  NAD 83(1997) X  -    -77,406.279 (meters)                     COMP
 EH2618  NAD 83(1997) Y  - -5,275,042.980 (meters)                     COMP
 EH2618  NAD 83(1997) Z  -  3,572,528.416 (meters)                     COMP
 EH2618  LAPLACE CORR    -         -0.15  (seconds)                    DEFLEC18
 EH2618  DYNAMIC HEIGHT  -         58.963 (meters)      193.45  (feet) COMP
 EH2618  MODELED GRAVITY -    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 and
 EH2618.adjusted by the NATIONAL GEODETIC SURVEY
 EH2618.in June 1991.
 EH2618
 EH2618.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2618.GEOID18 height accuracy estimate available here.
 EH2618
 EH2618.Click photographs - Photos may exist for this station.
 EH2618
 EH2618.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH2618
 EH2618.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2618
 EH2618.The ellipsoidal height was determined by GPS observations
 EH2618.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT9875895744(NAD 83)
 EH2618
 EH2618                          SUPERSEDED SURVEY CONTROL
 EH2618
 EH2618  NAD 83(1993)-  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              59.09   (m)          193.9    (f) LEVELING    3  
 EH2618  NGVD 29 (11/26/84)   59.087  (m)          193.85   (f) ADJUSTED    1 2
 EH2618
 EH2618.Superseded values are not recommended for survey control.
 EH2618
 EH2618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2618.See file dsdata.pdf to determine how the superseded data were derived.
 EH2618
 EH2618_MARKER: I = METAL ROD
 EH2618_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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             USACE
 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 ARMY CORPS OF ENGINEERS 2000 (JMH)
 EH2618'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DM1163 ***********************************************************************
 DM1163  DESIGNATION -  G 307
 DM1163  PID         -  DM1163
 DM1163  STATE/COUNTY-  AR/MILLER
 DM1163  COUNTRY     -  US
 DM1163  USGS QUAD   -  TEXARKANA (2019)
 DM1163
 DM1163                         *CURRENT SURVEY CONTROL
 DM1163  ______________________________________________________________________
 DM1163* NAD 83(1986) POSITION- 33 25 50.1    (N) 094 00 41.7    (W)   HD_HELD2
 DM1163* NAVD 88 ORTHO HEIGHT -   103.285 (meters)      338.86  (feet) ADJUSTED
 DM1163  ______________________________________________________________________
 DM1163  GEOID HEIGHT    -        -26.909 (meters)                     GEOID18
 DM1163  DYNAMIC HEIGHT  -        103.175 (meters)      338.50  (feet) COMP
 DM1163  MODELED GRAVITY -    979,572.1   (mgal)                       NAVD 88
 DM1163
 DM1163  VERT ORDER      -  FIRST     CLASS II
 DM1163
 DM1163.The horizontal coordinates were established by autonomous hand held GPS
 DM1163.observations and have an estimated accuracy of +/- 10 meters.
 DM1163
 DM1163.The orthometric height was determined by differential leveling and
 DM1163.adjusted by the NATIONAL GEODETIC SURVEY
 DM1163.in June 1991.
 DM1163
 DM1163.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1163.GEOID18 height accuracy estimate available here.
 DM1163
 DM1163.Click photographs - Photos may exist for this station.
 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     -   486,566.      212,946.      MT  (+/- 10 meters HH2 GPS)
 DM1163
 DM1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS0596199480(NAD 83)
 DM1163
 DM1163                          SUPERSEDED SURVEY CONTROL
 DM1163
 DM1163.No superseded survey control is available for this station.
 DM1163
 DM1163_MARKER: F = FLANGE-ENCASED ROD
 DM1163_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM1163_STAMPING: G 307 1985
 DM1163_MARK LOGO: NGS
 DM1163_PROJECTION: RECESSED 1 CENTIMETERS
 DM1163_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DM1163_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1163_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM1163+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2025
 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  HISTORY     - 20250402 GOOD             ARHD
 DM1163  HISTORY     - 20250506 GOOD             ARHD
 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.
 DM1163
 DM1163                          STATION RECOVERY (2025)
 DM1163
 DM1163'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2025 (JH)
 DM1163'RECOVERED IN GOOD CONDITION.
 DM1163
 DM1163                          STATION RECOVERY (2025)
 DM1163
 DM1163'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2025 (JDH)
 DM1163'RECOVERED IN GOOD CONDITION.
 DM1163'
 DM1163'NOTE-PUT MAGNET IN THE SAND UNDER THE LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DM1102 ***********************************************************************
 DM1102  DESIGNATION -  G 308
 DM1102  PID         -  DM1102
 DM1102  STATE/COUNTY-  AR/LITTLE RIVER
 DM1102  COUNTRY     -  US
 DM1102  USGS QUAD   -  FOREMAN (2017)
 DM1102
 DM1102                         *CURRENT SURVEY CONTROL
 DM1102  ______________________________________________________________________
 DM1102* NAD 83(1986) POSITION- 33 43 18.58   (N) 094 23 45.08   (W)   HD_HELD1
 DM1102* NAVD 88 ORTHO HEIGHT -   127.687 (meters)      418.92  (feet) ADJUSTED
 DM1102  ______________________________________________________________________
 DM1102  GEOID HEIGHT    -        -27.110 (meters)                     GEOID18
 DM1102  DYNAMIC HEIGHT  -        127.555 (meters)      418.49  (feet) COMP
 DM1102  MODELED GRAVITY -    979,601.3   (mgal)                       NAVD 88
 DM1102
 DM1102  VERT ORDER      -  FIRST     CLASS II
 DM1102
 DM1102.The horizontal coordinates were determined by differentially corrected
 DM1102.hand held GPS observations or other comparable positioning techniques
 DM1102.and have an estimated accuracy of +/- 3 meters.
 DM1102
 DM1102.The orthometric height was determined by differential leveling and
 DM1102.adjusted by the NATIONAL GEODETIC SURVEY
 DM1102.in June 1991.
 DM1102
 DM1102.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1102.GEOID18 height accuracy estimate available here.
 DM1102
 DM1102.Click photographs - Photos may exist for this station.
 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     -   519,628.5     177,975.6     MT  (+/- 3 meters HH1 GPS) 
 DM1102
 DM1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT7067232188(NAD 83)
 DM1102
 DM1102                          SUPERSEDED SURVEY CONTROL
 DM1102
 DM1102.No superseded survey control is available for this station.
 DM1102
 DM1102_MARKER: I = METAL ROD
 DM1102_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 GG0913 ***********************************************************************
 GG0913  DESIGNATION -  G 309
 GG0913  PID         -  GG0913
 GG0913  STATE/COUNTY-  AR/WASHINGTON
 GG0913  COUNTRY     -  US
 GG0913  USGS QUAD   -  SONORA (2017)
 GG0913
 GG0913                         *CURRENT SURVEY CONTROL
 GG0913  ______________________________________________________________________
 GG0913* NAD 83(1986) POSITION- 36 12 10.31   (N) 094 07 23.43   (W)   HD_HELD1
 GG0913* NAVD 88 ORTHO HEIGHT -   411.166 (meters)     1348.97  (feet) ADJUSTED
 GG0913  ______________________________________________________________________
 GG0913  GEOID HEIGHT    -        -28.076 (meters)                     GEOID18
 GG0913  DYNAMIC HEIGHT  -        410.799 (meters)     1347.76  (feet) COMP
 GG0913  MODELED GRAVITY -    979,727.8   (mgal)                       NAVD 88
 GG0913
 GG0913  VERT ORDER      -  FIRST     CLASS II
 GG0913
 GG0913.The horizontal coordinates were determined by differentially corrected
 GG0913.hand held GPS observations or other comparable positioning techniques
 GG0913.and have an estimated accuracy of +/- 3 meters.
 GG0913
 GG0913.The orthometric height was determined by differential leveling and
 GG0913.adjusted by the NATIONAL GEODETIC SURVEY
 GG0913.in June 1991.
 GG0913
 GG0913.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0913.GEOID18 height accuracy estimate available here.
 GG0913
 GG0913.Click photographs - Photos may exist for this station.
 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     -   209,473.6     209,074.1     MT  (+/- 3 meters HH1 GPS) 
 GG0913
 GG0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA9902807033(NAD 83)
 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
 GG0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0913.See file dsdata.pdf to determine how the superseded data were derived.
 GG0913
 GG0913_MARKER: F = FLANGE-ENCASED ROD
 GG0913_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GG0913_STAMPING: G 309 1989
 GG0913_MARK LOGO: NGS
 GG0913_PROJECTION: FLUSH
 GG0913_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0913_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0913+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2020
 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  HISTORY     - 20171220 GOOD             DEWDAV
 GG0913  HISTORY     - 20190702 GOOD             ARHD
 GG0913  HISTORY     - 20200204 GOOD             ARHD
 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.
 GG0913
 GG0913                          STATION RECOVERY (2017)
 GG0913
 GG0913'RECOVERY NOTE BY DEWBERRY DAVIS 2017 (GDS)
 GG0913'RECOVERED IN GOOD CONDITION.
 GG0913
 GG0913                          STATION RECOVERY (2019)
 GG0913
 GG0913'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2019 (BAB)
 GG0913'RECOVERED IN GOOD CONDITION.
 GG0913
 GG0913                          STATION RECOVERY (2020)
 GG0913
 GG0913'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2020 (WPG)
 GG0913'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GG0205 ***********************************************************************
 GG0205  DESIGNATION -  G 31
 GG0205  PID         -  GG0205
 GG0205  STATE/COUNTY-  AR/BENTON
 GG0205  COUNTRY     -  US
 GG0205  USGS QUAD   -  SILOAM SPRINGS (2017)
 GG0205
 GG0205                         *CURRENT SURVEY CONTROL
 GG0205  ______________________________________________________________________
 GG0205* NAD 83(1986) POSITION- 36 08 37.     (N) 094 33 34.     (W)   SCALED
 GG0205* NAVD 88 ORTHO HEIGHT -   296.648 (meters)      973.25  (feet) ADJUSTED
 GG0205  ______________________________________________________________________
 GG0205  GEOID HEIGHT    -        -28.446 (meters)                     GEOID18
 GG0205  DYNAMIC HEIGHT  -        296.386 (meters)      972.39  (feet) COMP
 GG0205  MODELED GRAVITY -    979,741.5   (mgal)                       NAVD 88
 GG0205
 GG0205  VERT ORDER      -  SECOND    CLASS 0
 GG0205
 GG0205.The horizontal coordinates were scaled from a map and have
 GG0205.an estimated accuracy of +/- 6 seconds.
 GG0205
 GG0205.The orthometric height was determined by differential leveling and
 GG0205.adjusted by the NATIONAL GEODETIC SURVEY
 GG0205.in June 1991.
 GG0205
 GG0205.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0205.GEOID18 height accuracy estimate available here.
 GG0205
 GG0205.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA597010(NAD 83)
 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
 GG0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0205.See file dsdata.pdf to determine how the superseded data were derived.
 GG0205
 GG0205_MARKER: DB = BENCH MARK DISK
 GG0205_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GG0205_STAMPING: G 31 1934
 GG0205_MARK LOGO: CGS
 GG0205_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0205
 GG0205  HISTORY     - Date     Condition        Report By
 GG0205  HISTORY     - 1934     MONUMENTED       CGS
 GG0205  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 GG0205  HISTORY     - 20100414 MARK NOT FOUND   AR-007
 GG0205
 GG0205                          STATION DESCRIPTION
 GG0205
 GG0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 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.
 GG0205
 GG0205                          STATION RECOVERY (2010)
 GG0205
 GG0205'RECOVERY NOTE BY BENTON COUNTY ARKANSAS 2010 (GT)
 GG0205'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL1247 ***********************************************************************
 DL1247  DESIGNATION -  G 310
 DL1247  PID         -  DL1247
 DL1247  STATE/COUNTY-  AR/MILLER
 DL1247  COUNTRY     -  US
 DL1247  USGS QUAD   -  FOUKE NE (2017)
 DL1247
 DL1247                         *CURRENT SURVEY CONTROL
 DL1247  ______________________________________________________________________
 DL1247* NAD 83(1986) POSITION- 33 25 06.     (N) 093 50 34.     (W)   SCALED
 DL1247* NAVD 88 ORTHO HEIGHT -    74.018 (meters)      242.84  (feet) ADJUSTED
 DL1247  ______________________________________________________________________
 DL1247  GEOID HEIGHT    -        -26.890 (meters)                     GEOID18
 DL1247  DYNAMIC HEIGHT  -         73.939 (meters)      242.58  (feet) COMP
 DL1247  MODELED GRAVITY -    979,566.7   (mgal)                       NAVD 88
 DL1247
 DL1247  VERT ORDER      -  FIRST     CLASS II
 DL1247
 DL1247.The horizontal coordinates were scaled from a map and have
 DL1247.an estimated accuracy of +/- 6 seconds.
 DL1247
 DL1247.The orthometric height was determined by differential leveling and
 DL1247.adjusted by the NATIONAL GEODETIC SURVEY
 DL1247.in June 1991.
 DL1247
 DL1247.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1247.GEOID18 height accuracy estimate available here.
 DL1247
 DL1247.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS216979(NAD 83)
 DL1247
 DL1247                          SUPERSEDED SURVEY CONTROL
 DL1247
 DL1247.No superseded survey control is available for this station.
 DL1247
 DL1247_MARKER: F = FLANGE-ENCASED ROD
 DL1247_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DL1247_STAMPING: G 310 1986
 DL1247_MARK LOGO: NGS
 DL1247_PROJECTION: FLUSH
 DL1247_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL1247_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DL1247+STABILITY: POSITION/ELEVATION WELL
 DL1247_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1247+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2025
 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  HISTORY     - 20250604 GOOD             ARHD
 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.
 DL1247
 DL1247                          STATION RECOVERY (2025)
 DL1247
 DL1247'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2025 (JH)
 DL1247'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FH1201 ***********************************************************************
 FH1201  DESIGNATION -  G 311
 FH1201  PID         -  FH1201
 FH1201  STATE/COUNTY-  AR/SEBASTIAN
 FH1201  COUNTRY     -  US
 FH1201  USGS QUAD   -  VAN BUREN (2017)
 FH1201
 FH1201                         *CURRENT SURVEY CONTROL
 FH1201  ______________________________________________________________________
 FH1201* NAD 83(1986) POSITION- 35 25 53.     (N) 094 22 00.     (W)   SCALED
 FH1201* NAVD 88 ORTHO HEIGHT -   126.410 (meters)      414.73  (feet) ADJUSTED
 FH1201  ______________________________________________________________________
 FH1201  GEOID HEIGHT    -        -29.897 (meters)                     GEOID18
 FH1201  DYNAMIC HEIGHT  -        126.291 (meters)      414.34  (feet) COMP
 FH1201  MODELED GRAVITY -    979,693.7   (mgal)                       NAVD 88
 FH1201
 FH1201  VERT ORDER      -  FIRST     CLASS II
 FH1201
 FH1201.The horizontal coordinates were scaled from a map and have
 FH1201.an estimated accuracy of +/- 6 seconds.
 FH1201
 FH1201.The orthometric height was determined by differential leveling and
 FH1201.adjusted by the NATIONAL GEODETIC SURVEY
 FH1201.in June 1991.
 FH1201
 FH1201.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1201.GEOID18 height accuracy estimate available here.
 FH1201
 FH1201.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV759217(NAD 83)
 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
 FH1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1201.See file dsdata.pdf to determine how the superseded data were derived.
 FH1201
 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 = MARCH 20, 2026 22:17:28 EDT
 FH1224 ***********************************************************************
 FH1224  DESIGNATION -  G 312
 FH1224  PID         -  FH1224
 FH1224  STATE/COUNTY-  AR/CRAWFORD
 FH1224  COUNTRY     -  US
 FH1224  USGS QUAD   -  MOUNTAINBURG (2017)
 FH1224
 FH1224                         *CURRENT SURVEY CONTROL
 FH1224  ______________________________________________________________________
 FH1224* NAD 83(1986) POSITION- 35 40 08.73   (N) 094 09 19.98   (W)   HD_HELD1
 FH1224* NAVD 88 ORTHO HEIGHT -   336.519 (meters)     1104.06  (feet) ADJUSTED
 FH1224  ______________________________________________________________________
 FH1224  GEOID HEIGHT    -        -28.678 (meters)                     GEOID18
 FH1224  DYNAMIC HEIGHT  -        336.204 (meters)     1103.03  (feet) COMP
 FH1224  MODELED GRAVITY -    979,687.6   (mgal)                       NAVD 88
 FH1224
 FH1224  VERT ORDER      -  FIRST     CLASS II
 FH1224
 FH1224.The horizontal coordinates were determined by differentially corrected
 FH1224.hand held GPS observations or other comparable positioning techniques
 FH1224.and have an estimated accuracy of +/- 3 meters.
 FH1224
 FH1224.The orthometric height was determined by differential leveling and
 FH1224.adjusted by the NATIONAL GEODETIC SURVEY
 FH1224.in June 1991.
 FH1224
 FH1224.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1224.GEOID18 height accuracy estimate available here.
 FH1224
 FH1224.Click photographs - Photos may exist for this station.
 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     -   150,327.3     204,866.9     MT  (+/- 3 meters HH1 GPS) 
 FH1224
 FH1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9541747861(NAD 83)
 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
 FH1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1224.See file dsdata.pdf to determine how the superseded data were derived.
 FH1224
 FH1224_MARKER: DV = VERTICAL CONTROL DISK
 FH1224_SETTING: 66 = SET IN ROCK OUTCROP
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0971 ***********************************************************************
 GF0971  DESIGNATION -  G 313
 GF0971  PID         -  GF0971
 GF0971  STATE/COUNTY-  AR/BENTON
 GF0971  COUNTRY     -  US
 GF0971  USGS QUAD   -  GARFIELD (2017)
 GF0971
 GF0971                         *CURRENT SURVEY CONTROL
 GF0971  ______________________________________________________________________
 GF0971* NAD 83(1986) POSITION- 36 28 30.7    (N) 093 56 59.1    (W)   HD_HELD2
 GF0971* NAVD 88 ORTHO HEIGHT -   500.861 (meters)     1643.24  (feet) ADJUSTED
 GF0971  ______________________________________________________________________
 GF0971  GEOID HEIGHT    -        -28.269 (meters)                     GEOID18
 GF0971  DYNAMIC HEIGHT  -        500.419 (meters)     1641.79  (feet) COMP
 GF0971  MODELED GRAVITY -    979,732.9   (mgal)                       NAVD 88
 GF0971
 GF0971  VERT ORDER      -  FIRST     CLASS II
 GF0971
 GF0971.The horizontal coordinates were established by autonomous hand held GPS
 GF0971.observations and have an estimated accuracy of +/- 10 meters.
 GF0971
 GF0971.The orthometric height was determined by differential leveling and
 GF0971.adjusted by the NATIONAL GEODETIC SURVEY
 GF0971.in June 1991.
 GF0971
 GF0971.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0971.GEOID18 height accuracy estimate available here.
 GF0971
 GF0971.Click photographs - Photos may exist for this station.
 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     -   239,365.      225,266.      MT  (+/- 10 meters HH2 GPS)
 GF0971
 GF0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA1491637075(NAD 83)
 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
 GF0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0971.See file dsdata.pdf to determine how the superseded data were derived.
 GF0971
 GF0971_MARKER: DV = VERTICAL CONTROL DISK
 GF0971_SETTING: 66 = SET IN ROCK OUTCROP
 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 = MARCH 20, 2026 22:17:28 EDT
 FF2171 ***********************************************************************
 FF2171  DESIGNATION -  G 314
 FF2171  PID         -  FF2171
 FF2171  STATE/COUNTY-  AR/CRITTENDEN
 FF2171  COUNTRY     -  US
 FF2171  USGS QUAD   -  WEST MEMPHIS (2017)
 FF2171
 FF2171                         *CURRENT SURVEY CONTROL
 FF2171  ______________________________________________________________________
 FF2171* NAD 83(1986) POSITION- 35 10 59.     (N) 090 09 11.     (W)   SCALED
 FF2171* NAVD 88 ORTHO HEIGHT -    66.232 (meters)      217.30  (feet) ADJUSTED
 FF2171  ______________________________________________________________________
 FF2171  GEOID HEIGHT    -        -27.324 (meters)                     GEOID18
 FF2171  DYNAMIC HEIGHT  -         66.172 (meters)      217.10  (feet) COMP
 FF2171  MODELED GRAVITY -    979,735.7   (mgal)                       NAVD 88
 FF2171
 FF2171  VERT ORDER      -  FIRST     CLASS II
 FF2171
 FF2171.The horizontal coordinates were scaled from a map and have
 FF2171.an estimated accuracy of +/- 6 seconds.
 FF2171
 FF2171.The orthometric height was determined by differential leveling and
 FF2171.adjusted by the NATIONAL GEODETIC SURVEY
 FF2171.in January 1995.
 FF2171
 FF2171.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF2171.GEOID18 height accuracy estimate available here.
 FF2171
 FF2171.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU592970(NAD 83)
 FF2171
 FF2171                          SUPERSEDED SURVEY CONTROL
 FF2171
 FF2171  NGVD 29 (10/05/93)   66.235  (m)          217.31   (f) ADJUSTED    1 2
 FF2171
 FF2171.Superseded values are not recommended for survey control.
 FF2171
 FF2171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2171.See file dsdata.pdf to determine how the superseded data were derived.
 FF2171
 FF2171_MARKER: I = METAL ROD
 FF2171_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 FF2201 ***********************************************************************
 FF2201  DESIGNATION -  G 315
 FF2201  PID         -  FF2201
 FF2201  STATE/COUNTY-  AR/CRAIGHEAD
 FF2201  COUNTRY     -  US
 FF2201  USGS QUAD   -  HERMAN (2017)
 FF2201
 FF2201                         *CURRENT SURVEY CONTROL
 FF2201  ______________________________________________________________________
 FF2201* NAD 83(1986) POSITION- 35 50 26.     (N) 090 45 07.     (W)   SCALED
 FF2201* NAVD 88 ORTHO HEIGHT -    96.919 (meters)      317.98  (feet) ADJUSTED
 FF2201  ______________________________________________________________________
 FF2201  GEOID HEIGHT    -        -27.799 (meters)                     GEOID18
 FF2201  DYNAMIC HEIGHT  -         96.836 (meters)      317.70  (feet) COMP
 FF2201  MODELED GRAVITY -    979,782.7   (mgal)                       NAVD 88
 FF2201
 FF2201  VERT ORDER      -  FIRST     CLASS II
 FF2201
 FF2201.The horizontal coordinates were scaled from a map and have
 FF2201.an estimated accuracy of +/- 6 seconds.
 FF2201
 FF2201.The orthometric height was determined by differential leveling and
 FF2201.adjusted by the NATIONAL GEODETIC SURVEY
 FF2201.in January 1995.
 FF2201
 FF2201.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF2201.GEOID18 height accuracy estimate available here.
 FF2201
 FF2201.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV030685(NAD 83)
 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
 FF2201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2201.See file dsdata.pdf to determine how the superseded data were derived.
 FF2201
 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  HISTORY     - 20090505 MARK NOT FOUND   INDIV
 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.
 FF2201
 FF2201                          STATION RECOVERY (2009)
 FF2201
 FF2201'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (JEB)
 FF2201'OVERPASS BRIDGE WAS WIDENED IN 2005, IT APPEARS THAT THE MARK WAS
 FF2201'REMOVED DURING CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GE1227 ***********************************************************************
 GE1227  DESIGNATION -  G 316
 GE1227  PID         -  GE1227
 GE1227  STATE/COUNTY-  AR/LAWRENCE
 GE1227  COUNTRY     -  US
 GE1227  USGS QUAD   -  IMBODEN (2017)
 GE1227
 GE1227                         *CURRENT SURVEY CONTROL
 GE1227  ______________________________________________________________________
 GE1227* NAD 83(1986) POSITION- 36 11 06.     (N) 091 09 44.     (W)   SCALED
 GE1227* NAVD 88 ORTHO HEIGHT -   101.448 (meters)      332.83  (feet) ADJUSTED
 GE1227  ______________________________________________________________________
 GE1227  GEOID HEIGHT    -        -28.244 (meters)                     GEOID18
 GE1227  DYNAMIC HEIGHT  -        101.365 (meters)      332.56  (feet) COMP
 GE1227  MODELED GRAVITY -    979,807.5   (mgal)                       NAVD 88
 GE1227
 GE1227  VERT ORDER      -  FIRST     CLASS II
 GE1227
 GE1227.The horizontal coordinates were scaled from a map and have
 GE1227.an estimated accuracy of +/- 6 seconds.
 GE1227
 GE1227.The orthometric height was determined by differential leveling and
 GE1227.adjusted by the NATIONAL GEODETIC SURVEY
 GE1227.in January 1995.
 GE1227
 GE1227.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE1227.GEOID18 height accuracy estimate available here.
 GE1227
 GE1227.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA652060(NAD 83)
 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
 GE1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1227.See file dsdata.pdf to determine how the superseded data were derived.
 GE1227
 GE1227_MARKER: DV = VERTICAL CONTROL DISK
 GE1227_SETTING: 66 = SET IN ROCK OUTCROP
 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 = MARCH 20, 2026 22:17:28 EDT
 DK2836 ***********************************************************************
 DK2836  DESIGNATION -  G 320
 DK2836  PID         -  DK2836
 DK2836  STATE/COUNTY-  AR/PULASKI
 DK2836  COUNTRY     -  US
 DK2836  USGS QUAD   -  LITTLE ROCK (2017)
 DK2836
 DK2836                         *CURRENT SURVEY CONTROL
 DK2836  ______________________________________________________________________
 DK2836* NAD 83(1986) POSITION- 34 41 20.     (N) 092 18 24.     (W)   SCALED
 DK2836* NAVD 88 ORTHO HEIGHT -    86.084 (meters)      282.43  (feet) ADJUSTED
 DK2836  ______________________________________________________________________
 DK2836  GEOID HEIGHT    -        -26.531 (meters)                     GEOID18
 DK2836  DYNAMIC HEIGHT  -         86.003 (meters)      282.16  (feet) COMP
 DK2836  MODELED GRAVITY -    979,701.8   (mgal)                       NAVD 88
 DK2836
 DK2836  VERT ORDER      -  FIRST     CLASS II
 DK2836
 DK2836.The horizontal coordinates were scaled from a map and have
 DK2836.an estimated accuracy of +/- 6 seconds.
 DK2836
 DK2836.The orthometric height was determined by differential leveling and
 DK2836.adjusted by the NATIONAL GEODETIC SURVEY
 DK2836.in May 2008.
 DK2836
 DK2836.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK2836.GEOID18 height accuracy estimate available here.
 DK2836
 DK2836.Click photographs - Photos may exist for this station.
 DK2836
 DK2836.The dynamic height is computed by dividing the NAVD 88
 DK2836.geopotential number by the normal gravity value computed on the
 DK2836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2836.degrees latitude (g = 980.6199 gals.).
 DK2836
 DK2836.The modeled gravity was interpolated from observed gravity values.
 DK2836
 DK2836;                    North         East    Units  Estimated Accuracy
 DK2836;SPC AR S     -   624,340.      371,900.      MT  (+/- 180 meters Scaled)
 DK2836
 DK2836_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU635387(NAD 83)
 DK2836
 DK2836                          SUPERSEDED SURVEY CONTROL
 DK2836
 DK2836.No superseded survey control is available for this station.
 DK2836
 DK2836_MARKER: DB = BENCH MARK DISK
 DK2836_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK2836_SP_SET: BRIDGE ABUTMENT
 DK2836_STAMPING: G 320 2007
 DK2836_MARK LOGO: ARHD
 DK2836_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK2836_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK2836
 DK2836  HISTORY     - Date     Condition        Report By
 DK2836  HISTORY     - 20070406 MONUMENTED       ARHD
 DK2836
 DK2836                          STATION DESCRIPTION
 DK2836
 DK2836'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2007
 DK2836'THE MARK IS LOCATED ABOUT 3.5 MI (5.6 KM) SOUTHWEST OF LITTLE ROCK
 DK2836'ARKANSAS.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DK2836'
 DK2836'AT THE INTERSECTION OF US INTERSTATE HIGHWAY 30 AND 65TH STREET.  SET
 DK2836'IN THE SOUTH END OF OVERPASS OF 65TH STREET IN THE WEST ABUTMENT OF
 DK2836'INTERSTATE 30.
 DK2836'
 DK2836'24.9 M (99.2 FT) SOUTH OF THE CENTERLINE OF 65TH STREET, 23.7 METERS
 DK2836'SOUTHEAST OF A LIGHT POLE WITH TRAFFIC SIGNALS, AND 4.5 METERS WEST OF
 DK2836'THE WEST EDGE OF THE WEST BOUND LANES OF INTERSTATE 30.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK2861 ***********************************************************************
 DK2861  DESIGNATION -  G 321
 DK2861  PID         -  DK2861
 DK2861  STATE/COUNTY-  AR/PULASKI
 DK2861  COUNTRY     -  US
 DK2861  USGS QUAD   -  PINNACLE MOUNTAIN (2017)
 DK2861
 DK2861                         *CURRENT SURVEY CONTROL
 DK2861  ______________________________________________________________________
 DK2861* NAD 83(1986) POSITION- 34 47 39.     (N) 092 23 21.     (W)   SCALED
 DK2861* NAVD 88 ORTHO HEIGHT -   119.574 (meters)      392.30  (feet) ADJUSTED
 DK2861  ______________________________________________________________________
 DK2861  GEOID HEIGHT    -        -26.860 (meters)                     GEOID18
 DK2861  DYNAMIC HEIGHT  -        119.462 (meters)      391.93  (feet) COMP
 DK2861  MODELED GRAVITY -    979,694.3   (mgal)                       NAVD 88
 DK2861
 DK2861  VERT ORDER      -  FIRST     CLASS II
 DK2861
 DK2861.The horizontal coordinates were scaled from a map and have
 DK2861.an estimated accuracy of +/- 6 seconds.
 DK2861
 DK2861.The orthometric height was determined by differential leveling and
 DK2861.adjusted by the NATIONAL GEODETIC SURVEY
 DK2861.in May 2008.
 DK2861
 DK2861.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK2861.GEOID18 height accuracy estimate available here.
 DK2861
 DK2861.Click photographs - Photos may exist for this station.
 DK2861
 DK2861.The dynamic height is computed by dividing the NAVD 88
 DK2861.geopotential number by the normal gravity value computed on the
 DK2861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2861.degrees latitude (g = 980.6199 gals.).
 DK2861
 DK2861.The modeled gravity was interpolated from observed gravity values.
 DK2861
 DK2861;                    North         East    Units  Estimated Accuracy
 DK2861;SPC AR S     -   636,040.      364,390.      MT  (+/- 180 meters Scaled)
 DK2861
 DK2861_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU558503(NAD 83)
 DK2861
 DK2861                          SUPERSEDED SURVEY CONTROL
 DK2861
 DK2861.No superseded survey control is available for this station.
 DK2861
 DK2861_MARKER: F = FLANGE-ENCASED ROD
 DK2861_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DK2861_STAMPING: G 321 2007
 DK2861_MARK LOGO: NGS
 DK2861_PROJECTION: RECESSED 0 CENTIMETERS
 DK2861_MAGNETIC: I = MARKER IS A STEEL ROD
 DK2861_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK2861_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2861+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2015
 DK2861_ROD/PIPE-DEPTH: 5.5 meters
 DK2861_SLEEVE-DEPTH  : 1.0 meters
 DK2861
 DK2861  HISTORY     - Date     Condition        Report By
 DK2861  HISTORY     - 20070419 MONUMENTED       ARHD
 DK2861  HISTORY     - 20120302 GOOD             ARHD
 DK2861  HISTORY     - 20151104 GOOD             CONSOL
 DK2861
 DK2861                          STATION DESCRIPTION
 DK2861
 DK2861'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2007
 DK2861'THE MARK IS LOCATED ABOUT 2.0 MILES WEST OF LITTLE ROCK ARKANSAS.
 DK2861'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DK2861'
 DK2861'TO REACH FROM THE INTERSECTION OF INTERSTATE HIGHWAY 430 AND STATE
 DK2861'HIGHWAY 10 WEST OF LITTLE ROCK, GO WEST ON HIGHWAY 10 FOR 0.40 MILES
 DK2861'TO RIVER MOUNTAIN ROAD ON THE RIGHT. TURN RIGHT ON ROAD AND GO 0.60
 DK2861'MILES TO THE STATION ON THE RIGHT.
 DK2861'
 DK2861'13.40 METERS NORTHEAST OF GUARD RAIL POST, 11.6 METERS SOUTHEAST OF A
 DK2861'GUARD RAIL POST, 6.8 METERS EAST OF THE CENTERLINE OF THE ROAD, AND
 DK2861'1.3 METERS EAST OF A WITNESS POST.
 DK2861'
 DK2861'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5 INCH LOGO CAP.
 DK2861
 DK2861                          STATION RECOVERY (2012)
 DK2861
 DK2861'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (JDH)
 DK2861'RECOVERED AS DESCRIBED
 DK2861
 DK2861                          STATION RECOVERY (2015)
 DK2861
 DK2861'RECOVERY NOTE BY CONSOLIDATED LAND SERVICE 2015
 DK2861'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO4785 ***********************************************************************
 DO4785  DESIGNATION -  G 326
 DO4785  PID         -  DO4785
 DO4785  STATE/COUNTY-  AR/POPE
 DO4785  COUNTRY     -  US
 DO4785  USGS QUAD   -  RUSSELLVILLE WEST (2017)
 DO4785
 DO4785                         *CURRENT SURVEY CONTROL
 DO4785  ______________________________________________________________________
 DO4785* NAD 83(1986) POSITION- 35 16 53.2    (N) 093 08 40.3    (W)   HD_HELD2
 DO4785* NAVD 88 ORTHO HEIGHT -   104.771 (meters)      343.74  (feet) ADJUSTED
 DO4785  ______________________________________________________________________
 DO4785  GEOID HEIGHT    -        -29.187 (meters)                     GEOID18
 DO4785  DYNAMIC HEIGHT  -        104.672 (meters)      343.41  (feet) COMP
 DO4785  MODELED GRAVITY -    979,683.8   (mgal)                       NAVD 88
 DO4785
 DO4785  VERT ORDER      -  FIRST     CLASS II
 DO4785
 DO4785.The horizontal coordinates were established by autonomous hand held GPS
 DO4785.observations and have an estimated accuracy of +/- 10 meters.
 DO4785
 DO4785.The orthometric height was determined by differential leveling and
 DO4785.adjusted by the NATIONAL GEODETIC SURVEY
 DO4785.in April 2013.
 DO4785
 DO4785.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO4785.GEOID18 height accuracy estimate available here.
 DO4785
 DO4785.Click photographs - Photos may exist for this station.
 DO4785
 DO4785.The dynamic height is computed by dividing the NAVD 88
 DO4785.geopotential number by the normal gravity value computed on the
 DO4785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO4785.degrees latitude (g = 980.6199 gals.).
 DO4785
 DO4785.The modeled gravity was interpolated from observed gravity values.
 DO4785
 DO4785;                    North         East    Units  Estimated Accuracy
 DO4785;SPC AR N     -   105,790.      295,885.      MT  (+/- 10 meters HH2 GPS)
 DO4785
 DO4785_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV8685604264(NAD 83)
 DO4785
 DO4785                          SUPERSEDED SURVEY CONTROL
 DO4785
 DO4785.No superseded survey control is available for this station.
 DO4785
 DO4785_MARKER: DV = VERTICAL CONTROL DISK
 DO4785_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DO4785_SP_SET: HEADWALL
 DO4785_STAMPING: G 326 2009
 DO4785_MARK LOGO: ARHD
 DO4785_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO4785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO4785+STABILITY: SURFACE MOTION
 DO4785_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO4785+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2009
 DO4785
 DO4785  HISTORY     - Date     Condition        Report By
 DO4785  HISTORY     - 20090506 MONUMENTED       ARHD
 DO4785
 DO4785                          STATION DESCRIPTION
 DO4785
 DO4785'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2009 (DS)
 DO4785'THE STATION IS LOCATED ABOUT 0.7 MI (1.1 KM) WEST OF RUSSELLVILLE.
 DO4785'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DO4785'
 DO4785'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 64 AND STATE HIGHWAY 7
 DO4785'IN RUSSELLVILLE, GO WEST ON HIGHWAY 64 FOR 0.6 MI (1.0 KM) TO THE
 DO4785'STATION ON THE RIGHT, IN THE WEST END OF A HEADWALL.
 DO4785'
 DO4785'IT IS 14.4 M (47.2 FT) NORTH OF THE CENTER OF HIGHWAY 64, 11.8 M (38.7
 DO4785'FT) NORTHWEST OF THE CENTER OF A MANHOLE, 11.8 M (38.7 FT) SOUTHEAST
 DO4785'OF THE SOUTHEAST CORNER OF RED BRICK HOUSE, 10.5 M (34.4 FT) NORTHEAST
 DO4785'OF A LIGHT POLE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0815 ***********************************************************************
 FF0815  DESIGNATION -  G 33
 FF0815  PID         -  FF0815
 FF0815  STATE/COUNTY-  AR/CRAIGHEAD
 FF0815  COUNTRY     -  US
 FF0815  USGS QUAD   -  NEEDHAM (2017)
 FF0815
 FF0815                         *CURRENT SURVEY CONTROL
 FF0815  ______________________________________________________________________
 FF0815* NAD 83(1986) POSITION- 35 49 05.04   (N) 090 35 02.21   (W)   HD_HELD1
 FF0815* NAVD 88 ORTHO HEIGHT -    71.709 (meters)      235.27  (feet) ADJUSTED
 FF0815  ______________________________________________________________________
 FF0815  GEOID HEIGHT    -        -27.901 (meters)                     GEOID18
 FF0815  DYNAMIC HEIGHT  -         71.648 (meters)      235.07  (feet) COMP
 FF0815  MODELED GRAVITY -    979,782.1   (mgal)                       NAVD 88
 FF0815
 FF0815  VERT ORDER      -  FIRST     CLASS II
 FF0815
 FF0815.The horizontal coordinates were determined by differentially corrected
 FF0815.hand held GPS observations or other comparable positioning techniques
 FF0815.and have an estimated accuracy of +/- 3 meters.
 FF0815
 FF0815.The orthometric height was determined by differential leveling and
 FF0815.adjusted by the NATIONAL GEODETIC SURVEY
 FF0815.in February 2013.
 FF0815
 FF0815.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0815.GEOID18 height accuracy estimate available here.
 FF0815
 FF0815.Click photographs - Photos may exist for this station.
 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     -   165,639.8     527,957.6     MT  (+/- 3 meters HH1 GPS) 
 FF0815
 FF0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV1827266463(NAD 83)
 FF0815
 FF0815                          SUPERSEDED SURVEY CONTROL
 FF0815
 FF0815  NAVD 88 (??/??/92)   71.708  (m)          235.26   (f) SUPERSEDED  3 0
 FF0815  NGVD 29 (11/26/84)   71.634  (m)          235.02   (f) ADJUSTED    1 2
 FF0815
 FF0815.Superseded values are not recommended for survey control.
 FF0815
 FF0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0815.See file dsdata.pdf to determine how the superseded data were derived.
 FF0815
 FF0815_MARKER: DB = BENCH MARK DISK
 FF0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0815_STAMPING: G 33 1933
 FF0815_MARK LOGO: CGS
 FF0815_PROJECTION: FLUSH
 FF0815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0815+STABILITY: SURFACE MOTION
 FF0815_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0815+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2010
 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  HISTORY     - 20080703 GOOD             INDIV
 FF0815  HISTORY     - 20101201 GOOD             ASSOEN
 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.
 FF0815
 FF0815                          STATION RECOVERY (2008)
 FF0815
 FF0815'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008
 FF0815'RAILROAD AND FARM HOUSE NO LONGER EXIST. MARK IS 27' EAST OF THE
 FF0815'CENTERLINE OF NESTLE WAY AND 86' SOUTH OF THE CENTERLINE OF THE SW
 FF0815'ENTRANCE TO THE NESTLE PLANT.
 FF0815
 FF0815                          STATION RECOVERY (2010)
 FF0815
 FF0815'RECOVERY NOTE BY ASSOCIATED ENGINEERING 2010 (MPM)
 FF0815'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO2564 ***********************************************************************
 DO2564  DESIGNATION -  G 330
 DO2564  PID         -  DO2564
 DO2564  STATE/COUNTY-  AR/CRAIGHEAD
 DO2564  COUNTRY     -  US
 DO2564  USGS QUAD   -  JONESBORO (2017)
 DO2564
 DO2564                         *CURRENT SURVEY CONTROL
 DO2564  ______________________________________________________________________
 DO2564* NAD 83(1986) POSITION- 35 47 31.94   (N) 090 39 39.62   (W)   HD_HELD1
 DO2564* NAVD 88 ORTHO HEIGHT -    76.587 (meters)      251.27  (feet) ADJUSTED
 DO2564  ______________________________________________________________________
 DO2564  GEOID HEIGHT    -        -27.816 (meters)                     GEOID18
 DO2564  DYNAMIC HEIGHT  -         76.521 (meters)      251.05  (feet) COMP
 DO2564  MODELED GRAVITY -    979,778.3   (mgal)                       NAVD 88
 DO2564
 DO2564  VERT ORDER      -  FIRST     CLASS II
 DO2564
 DO2564.The horizontal coordinates were determined by differentially corrected
 DO2564.hand held GPS observations or other comparable positioning techniques
 DO2564.and have an estimated accuracy of +/- 3 meters.
 DO2564
 DO2564.The orthometric height was determined by differential leveling and
 DO2564.adjusted by the NATIONAL GEODETIC SURVEY
 DO2564.in February 2013.
 DO2564
 DO2564.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2564.GEOID18 height accuracy estimate available here.
 DO2564
 DO2564.Click photographs - Photos may exist for this station.
 DO2564
 DO2564.The dynamic height is computed by dividing the NAVD 88
 DO2564.geopotential number by the normal gravity value computed on the
 DO2564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2564.degrees latitude (g = 980.6199 gals.).
 DO2564
 DO2564.The modeled gravity was interpolated from observed gravity values.
 DO2564
 DO2564;                    North         East    Units  Estimated Accuracy
 DO2564;SPC AR N     -   162,673.4     521,033.9     MT  (+/- 3 meters HH1 GPS) 
 DO2564
 DO2564_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV1137863425(NAD 83)
 DO2564
 DO2564                          SUPERSEDED SURVEY CONTROL
 DO2564
 DO2564.No superseded survey control is available for this station.
 DO2564
 DO2564_MARKER: F = FLANGE-ENCASED ROD
 DO2564_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DO2564_STAMPING: G 330 2011
 DO2564_MARK LOGO: NONE
 DO2564_PROJECTION: RECESSED 3 CENTIMETERS
 DO2564_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DO2564_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO2564_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2564+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2010
 DO2564_ROD/PIPE-DEPTH: 7.2 meters
 DO2564_SLEEVE-DEPTH  : 1 meters
 DO2564
 DO2564  HISTORY     - Date     Condition        Report By
 DO2564  HISTORY     - 20101118 MONUMENTED       ASSOEN
 DO2564
 DO2564                          STATION DESCRIPTION
 DO2564
 DO2564'DESCRIBED BY ASSOCIATED ENGINEERING 2010 (MPM)
 DO2564'THE MARK IS LOCATED ABOUT 8.7 MI (14.0 KM) SOUTH-SOUTHWEST OF
 DO2564'BROOKLAND, 7.4 MI (11.9 KM) WEST-SOUTHWEST OF NEEDHAM AND 4.2 MI (6.8
 DO2564'KM) SOUTHEAST OF JONESBORO.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DO2564'
 DO2564'TO REACH FROM THE INTERSECTION OF WILLOW ROAD AND INGELS ROAD HEAD
 DO2564'WEST ON INGELS ROAD 0.50 MI (0.8 KM) TO THE MARK ON THE RIGHT.
 DO2564'
 DO2564'IT IS 129.5 FT (39.5 M) NORTH OF A FIRE HYDRANT, 34.1 FT (10.4 M)
 DO2564'NORTHWEST OF A WATER VALVE, 30.3 FT (9.2 M) NORTHEAST OF A TRAFFIC
 DO2564'SIGN, 5.95 FT (1.8 M) WEST OF A CARSONITE WITNESS POST AND ABOUT 1 FT
 DO2564'(0.3 M) LOWER THAN THE ROAD.
 DO2564'
 DO2564'NOTE-ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH (13 CM) LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO2589 ***********************************************************************
 DO2589  DESIGNATION -  G 331
 DO2589  PID         -  DO2589
 DO2589  STATE/COUNTY-  AR/CRAIGHEAD
 DO2589  COUNTRY     -  US
 DO2589  USGS QUAD   -  LORADO (2017)
 DO2589
 DO2589                         *CURRENT SURVEY CONTROL
 DO2589  ______________________________________________________________________
 DO2589* NAD 83(1986) POSITION- 35 52 31.62   (N) 090 40 17.09   (W)   HD_HELD1
 DO2589* NAVD 88 ORTHO HEIGHT -    99.010 (meters)      324.84  (feet) ADJUSTED
 DO2589  ______________________________________________________________________
 DO2589  GEOID HEIGHT    -        -27.868 (meters)                     GEOID18
 DO2589  DYNAMIC HEIGHT  -         98.926 (meters)      324.56  (feet) COMP
 DO2589  MODELED GRAVITY -    979,782.1   (mgal)                       NAVD 88
 DO2589
 DO2589  VERT ORDER      -  FIRST     CLASS II
 DO2589
 DO2589.The horizontal coordinates were determined by differentially corrected
 DO2589.hand held GPS observations or other comparable positioning techniques
 DO2589.and have an estimated accuracy of +/- 3 meters.
 DO2589
 DO2589.The orthometric height was determined by differential leveling and
 DO2589.adjusted by the NATIONAL GEODETIC SURVEY
 DO2589.in February 2013.
 DO2589
 DO2589.No vertical observational check was made to the station.
 DO2589
 DO2589.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2589.GEOID18 height accuracy estimate available here.
 DO2589
 DO2589.Click photographs - Photos may exist for this station.
 DO2589
 DO2589.The dynamic height is computed by dividing the NAVD 88
 DO2589.geopotential number by the normal gravity value computed on the
 DO2589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2589.degrees latitude (g = 980.6199 gals.).
 DO2589
 DO2589.The modeled gravity was interpolated from observed gravity values.
 DO2589
 DO2589;                    North         East    Units  Estimated Accuracy
 DO2589;SPC AR N     -   171,895.8     519,968.5     MT  (+/- 3 meters HH1 GPS) 
 DO2589
 DO2589_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV1021772638(NAD 83)
 DO2589
 DO2589                          SUPERSEDED SURVEY CONTROL
 DO2589
 DO2589.No superseded survey control is available for this station.
 DO2589
 DO2589_MARKER: F = FLANGE-ENCASED ROD
 DO2589_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DO2589_STAMPING: G 331 2011
 DO2589_MARK LOGO: NONE
 DO2589_PROJECTION: RECESSED 3 CENTIMETERS
 DO2589_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DO2589_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO2589_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2589+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2018
 DO2589_ROD/PIPE-DEPTH: 10.9 meters
 DO2589_SLEEVE-DEPTH  : 1 meters
 DO2589
 DO2589  HISTORY     - Date     Condition        Report By
 DO2589  HISTORY     - 20101122 MONUMENTED       ASSOEN
 DO2589  HISTORY     - 20170320 GOOD             ARHD
 DO2589  HISTORY     - 20180517 GOOD             ARHD
 DO2589
 DO2589                          STATION DESCRIPTION
 DO2589
 DO2589'DESCRIBED BY ASSOCIATED ENGINEERING 2010 (MPM)
 DO2589'THE MARK IS LOCATED ABOUT 7.4 MI (11.9 KM) EAST-NORTHEAST OF HERMAN,
 DO2589'5.3 MI (8.5 KM) WEST-SOUTHWEST OF BROOKLAND AND 2.9 MI (4.7 KM)
 DO2589'NORTHEAST OF JONESBORO.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DO2589'
 DO2589'TO REACH FROM THE INTERSECTION OF PEACHTREE AVENUE AND HIGHWAY 351
 DO2589'HEAD WEST ON PEACHTREE 0.7 MI (1.1 KM) TO THE MARK ON THE RIGHT.
 DO2589'
 DO2589'IT IS 20 FT (6.1 M) NORTHWEST OF A TELEPHONE PEDESTAL NUMBERED, 9 FT
 DO2589'(2.7 M) NORTHWEST OF A FIBERGLASS WITNESS POST AND 6 FT (1.8 M)
 DO2589'NORTHWEST OF A POWER LINE POLE.
 DO2589'
 DO2589'NOTE-ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH (13 CM) LOGO CAP.
 DO2589
 DO2589                          STATION RECOVERY (2017)
 DO2589
 DO2589'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2017 (JDH)
 DO2589'RECOVERED IN GOOD CONDITION.
 DO2589
 DO2589                          STATION RECOVERY (2018)
 DO2589
 DO2589'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (JDH)
 DO2589'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO2616 ***********************************************************************
 DO2616  DESIGNATION -  G 332
 DO2616  PID         -  DO2616
 DO2616  STATE/COUNTY-  AR/CRAIGHEAD
 DO2616  COUNTRY     -  US
 DO2616  USGS QUAD   -  JONESBORO (2017)
 DO2616
 DO2616                         *CURRENT SURVEY CONTROL
 DO2616  ______________________________________________________________________
 DO2616* NAD 83(1986) POSITION- 35 49 16.98   (N) 090 41 39.39   (W)   HD_HELD1
 DO2616* NAVD 88 ORTHO HEIGHT -   101.624 (meters)      333.41  (feet) ADJUSTED
 DO2616  ______________________________________________________________________
 DO2616  GEOID HEIGHT    -        -27.806 (meters)                     GEOID18
 DO2616  DYNAMIC HEIGHT  -        101.537 (meters)      333.13  (feet) COMP
 DO2616  MODELED GRAVITY -    979,779.9   (mgal)                       NAVD 88
 DO2616
 DO2616  VERT ORDER      -  FIRST     CLASS II
 DO2616
 DO2616.The horizontal coordinates were determined by differentially corrected
 DO2616.hand held GPS observations or other comparable positioning techniques
 DO2616.and have an estimated accuracy of +/- 3 meters.
 DO2616
 DO2616.The orthometric height was determined by differential leveling and
 DO2616.adjusted by the NATIONAL GEODETIC SURVEY
 DO2616.in February 2013.
 DO2616
 DO2616.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2616.GEOID18 height accuracy estimate available here.
 DO2616
 DO2616.Click photographs - Photos may exist for this station.
 DO2616
 DO2616.The dynamic height is computed by dividing the NAVD 88
 DO2616.geopotential number by the normal gravity value computed on the
 DO2616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2616.degrees latitude (g = 980.6199 gals.).
 DO2616
 DO2616.The modeled gravity was interpolated from observed gravity values.
 DO2616
 DO2616;                    North         East    Units  Estimated Accuracy
 DO2616;SPC AR N     -   165,870.0     517,983.9     MT  (+/- 3 meters HH1 GPS) 
 DO2616
 DO2616_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV0829466591(NAD 83)
 DO2616
 DO2616                          SUPERSEDED SURVEY CONTROL
 DO2616
 DO2616.No superseded survey control is available for this station.
 DO2616
 DO2616_MARKER: F = FLANGE-ENCASED ROD
 DO2616_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DO2616_STAMPING: G 332 2011
 DO2616_MARK LOGO: NONE
 DO2616_PROJECTION: RECESSED 3 CENTIMETERS
 DO2616_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DO2616_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO2616_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2616+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2010
 DO2616_ROD/PIPE-DEPTH: 3.6 meters
 DO2616_SLEEVE-DEPTH  : 1 meters
 DO2616
 DO2616  HISTORY     - Date     Condition        Report By
 DO2616  HISTORY     - 20101201 MONUMENTED       ASSOEN
 DO2616
 DO2616                          STATION DESCRIPTION
 DO2616
 DO2616'DESCRIBED BY ASSOCIATED ENGINEERING 2010 (MPM)
 DO2616'THE MARK IS LOCATED ABOUT 8.3 MI (13.4 KM) SOUTHWEST OF BROOKLAND, 6.4
 DO2616'MI (10.3 KM) EAST-SOUTHEAST OF HERMAN AND 1.5 MI (2.4 KM)
 DO2616'SOUTH-SOUTHEAST OF JONESBORO.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DO2616'
 DO2616'TO REACH FROM THE INTERSECTION OF SOUTHWEST DRIVE AND HIGHLAND DRIVE
 DO2616'GO EAST ON HIGHLAND DRIVE 0.60 MI (1.0 KM) TO THE MARK ON THE LEFT.
 DO2616'
 DO2616'IT IS 79.35 FT (24.2 M) WEST OF A DRAINAGE INLET MANHOLE, 74.70 FT
 DO2616'(22.8 M) EAST OF THE CENTERLINE OF A DRIVE INTO THE CHURCH PARKING
 DO2616'LOT, 36.50 FT (11.1 M) NORTH OF THE CENTERLINE OF EAST HIGHLAND DRIVE,
 DO2616'25.25 FT (7.7 M) SOUTH OF A FIBERGLASS WITNESS POST AND 6.63 FT (2.0
 DO2616'M) SOUTHWEST OF A WATER METER.
 DO2616'
 DO2616'NOTE-ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH (13 CM) LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO7792 ***********************************************************************
 DO7792  DESIGNATION -  G 333
 DO7792  PID         -  DO7792
 DO7792  STATE/COUNTY-  AR/BOONE
 DO7792  COUNTRY     -  US
 DO7792  USGS QUAD   -  HARRISON (2017)
 DO7792
 DO7792                         *CURRENT SURVEY CONTROL
 DO7792  ______________________________________________________________________
 DO7792* NAD 83(1986) POSITION- 36 08 39.28   (N) 093 05 20.24   (W)   HD_HELD1
 DO7792* NAVD 88 ORTHO HEIGHT -   373.671 (meters)     1225.95  (feet) ADJUSTED
 DO7792  ______________________________________________________________________
 DO7792  GEOID HEIGHT    -        -28.238 (meters)                     GEOID18
 DO7792  DYNAMIC HEIGHT  -        373.334 (meters)     1224.85  (feet) COMP
 DO7792  MODELED GRAVITY -    979,718.4   (mgal)                       NAVD 88
 DO7792
 DO7792  VERT ORDER      -  SECOND    CLASS I
 DO7792
 DO7792.The horizontal coordinates were determined by differentially corrected
 DO7792.hand held GPS observations or other comparable positioning techniques
 DO7792.and have an estimated accuracy of +/- 3 meters.
 DO7792
 DO7792.The orthometric height was determined by differential leveling and
 DO7792.adjusted by the NATIONAL GEODETIC SURVEY
 DO7792.in February 2014.
 DO7792
 DO7792.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7792.GEOID18 height accuracy estimate available here.
 DO7792
 DO7792.Click photographs - Photos may exist for this station.
 DO7792
 DO7792.The dynamic height is computed by dividing the NAVD 88
 DO7792.geopotential number by the normal gravity value computed on the
 DO7792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7792.degrees latitude (g = 980.6199 gals.).
 DO7792
 DO7792.The modeled gravity was interpolated from observed gravity values.
 DO7792
 DO7792;                    North         East    Units  Estimated Accuracy
 DO7792;SPC AR N     -   201,452.5     301,998.5     MT  (+/- 3 meters HH1 GPS) 
 DO7792
 DO7792_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV9199799951(NAD 83)
 DO7792
 DO7792                          SUPERSEDED SURVEY CONTROL
 DO7792
 DO7792.No superseded survey control is available for this station.
 DO7792
 DO7792_MARKER: DB = BENCH MARK DISK
 DO7792_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DO7792_SP_SET: CATTLE GAURD
 DO7792_STAMPING: G 333 2011
 DO7792_MARK LOGO: ARHD
 DO7792_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO7792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO7792+STABILITY: SURFACE MOTION
 DO7792_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO7792+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2011
 DO7792
 DO7792  HISTORY     - Date     Condition        Report By
 DO7792  HISTORY     - 20111121 MONUMENTED       ARHD
 DO7792
 DO7792                          STATION DESCRIPTION
 DO7792
 DO7792'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (JDH)
 DO7792'THE STATION IS LOCATED ABOUT 8.1 MI (13.0 KM) WEST-NORTHWEST OF
 DO7792'WESTERN GROVE, 6.0 MI (9.7 KM) SOUTH OF HARRISON AND 4.3 MI (6.9 KM)
 DO7792'EAST OF GAITHER.OWNERSHIP--ROAD RIGHT-OF-WAY.
 DO7792'
 DO7792'TO REACH FROM THE INTERSECTION OF HIGHWAY 7 AND HIGHWAY 206, GO EAST
 DO7792'ON HIGHWAY 206 FOR 1.9 MI (3.1 KM) TO THE MARK ON THE RIGHT.
 DO7792'
 DO7792'IT IS 27.4 M (89.9 FT) EAST OF A COMBINATION POLE, 21.8 M (71.5 FT)
 DO7792'SOUTHWEST OF THE SOUTH WEST CORNER OF A HEADWALL AND 11.5 M (37.7 FT)
 DO7792'SOUTH OF CENTER LINE OF HIGHWAY 206.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DP2418 ***********************************************************************
 DP2418  DESIGNATION -  G 334
 DP2418  PID         -  DP2418
 DP2418  STATE/COUNTY-  AR/INDEPENDENCE
 DP2418  COUNTRY     -  US
 DP2418  USGS QUAD   -  SULPHUR ROCK (2017)
 DP2418
 DP2418                         *CURRENT SURVEY CONTROL
 DP2418  ______________________________________________________________________
 DP2418* NAD 83(1986) POSITION- 35 48 43.81   (N) 091 36 11.14   (W)   HD_HELD1
 DP2418* NAVD 88 ORTHO HEIGHT -   117.778 (meters)      386.41  (feet) ADJUSTED
 DP2418  ______________________________________________________________________
 DP2418  GEOID HEIGHT    -        -27.659 (meters)                     GEOID18
 DP2418  DYNAMIC HEIGHT  -        117.676 (meters)      386.08  (feet) COMP
 DP2418  MODELED GRAVITY -    979,770.4   (mgal)                       NAVD 88
 DP2418
 DP2418  VERT ORDER      -  SECOND    CLASS I
 DP2418
 DP2418.The horizontal coordinates were determined by differentially corrected
 DP2418.hand held GPS observations or other comparable positioning techniques
 DP2418.and have an estimated accuracy of +/- 3 meters.
 DP2418
 DP2418.The orthometric height was determined by differential leveling and
 DP2418.adjusted by the NATIONAL GEODETIC SURVEY
 DP2418.in October 2014.
 DP2418
 DP2418.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2418.GEOID18 height accuracy estimate available here.
 DP2418
 DP2418.Click photographs - Photos may exist for this station.
 DP2418
 DP2418.The dynamic height is computed by dividing the NAVD 88
 DP2418.geopotential number by the normal gravity value computed on the
 DP2418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2418.degrees latitude (g = 980.6199 gals.).
 DP2418
 DP2418.The modeled gravity was interpolated from observed gravity values.
 DP2418
 DP2418;                    North         East    Units  Estimated Accuracy
 DP2418;SPC AR N     -   164,137.7     435,869.0     MT  (+/- 3 meters HH1 GPS) 
 DP2418
 DP2418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV2620164015(NAD 83)
 DP2418
 DP2418                          SUPERSEDED SURVEY CONTROL
 DP2418
 DP2418.No superseded survey control is available for this station.
 DP2418
 DP2418_MARKER: DB = BENCH MARK DISK
 DP2418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP2418_STAMPING: G 334 2012
 DP2418_MARK LOGO: ARHD
 DP2418_PROJECTION: FLUSH
 DP2418_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP2418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP2418+STABILITY: SURFACE MOTION
 DP2418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2418+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2012
 DP2418
 DP2418  HISTORY     - Date     Condition        Report By
 DP2418  HISTORY     - 20120808 MONUMENTED       ARHD
 DP2418
 DP2418                          STATION DESCRIPTION
 DP2418
 DP2418'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (JDH)
 DP2418'THE STATION IS LOCATED ABOUT 10.8 KM (6.7 MI) EAST-SOUTHEAST OF
 DP2418'CHICKALAH, 10.6 KM (6.6 MI) WEST-SOUTHWEST OF HOLLA BEND AND 9.2 KM
 DP2418'(5.7 MI) SOUTH OF DARDANELLE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DP2418'
 DP2418'TO REACH FROM THE INTERSECTION OF HIGHWAY 167 AND HIGHWAY 394E, GO
 DP2418'NORTH ALONG HIGHWAY 167 FOR 0.3 MI (0.5 KM) TO THE STATION ON THE
 DP2418'RIGHT.
 DP2418'
 DP2418'IT IS 10.6 M (34.8 FT) NORTH OF THE CENTERLINE OF ASHLEY DRIVE, 10.6 M
 DP2418'(34.8 FT) EAST OF CENTER OF CONCRETE DRIVEWAY AND 8.2 M (26.9 FT)
 DP2418'NORTHEAST OF A POWER POLE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO7942 ***********************************************************************
 DO7942  DESIGNATION -  G 335
 DO7942  PID         -  DO7942
 DO7942  STATE/COUNTY-  AR/GREENE
 DO7942  COUNTRY     -  US
 DO7942  USGS QUAD   -  WALCOTT (2017)
 DO7942
 DO7942                         *CURRENT SURVEY CONTROL
 DO7942  ______________________________________________________________________
 DO7942* NAD 83(1986) POSITION- 36 03 17.     (N) 090 40 22.     (W)   SCALED
 DO7942* NAVD 88 ORTHO HEIGHT -    87.282 (meters)      286.36  (feet) ADJUSTED
 DO7942  ______________________________________________________________________
 DO7942  GEOID HEIGHT    -        -28.110 (meters)                     GEOID18
 DO7942  DYNAMIC HEIGHT  -         87.208 (meters)      286.11  (feet) COMP
 DO7942  MODELED GRAVITY -    979,793.3   (mgal)                       NAVD 88
 DO7942
 DO7942  VERT ORDER      -  FIRST     CLASS II
 DO7942
 DO7942.The horizontal coordinates were scaled from a map and have
 DO7942.an estimated accuracy of +/- 6 seconds.
 DO7942
 DO7942.The orthometric height was determined by differential leveling and
 DO7942.adjusted by the NATIONAL GEODETIC SURVEY
 DO7942.in March 2014.
 DO7942
 DO7942.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7942.GEOID18 height accuracy estimate available here.
 DO7942
 DO7942.Click photographs - Photos may exist for this station.
 DO7942
 DO7942.The dynamic height is computed by dividing the NAVD 88
 DO7942.geopotential number by the normal gravity value computed on the
 DO7942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7942.degrees latitude (g = 980.6199 gals.).
 DO7942
 DO7942.The modeled gravity was interpolated from observed gravity values.
 DO7942
 DO7942;                    North         East    Units  Estimated Accuracy
 DO7942;SPC AR N     -   191,780.      519,580.      MT  (+/- 180 meters Scaled)
 DO7942
 DO7942_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV096925(NAD 83)
 DO7942
 DO7942                          SUPERSEDED SURVEY CONTROL
 DO7942
 DO7942.No superseded survey control is available for this station.
 DO7942
 DO7942_MARKER: F = FLANGE-ENCASED ROD
 DO7942_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DO7942_STAMPING: G 335 2012
 DO7942_MARK LOGO: ASSOEN
 DO7942_PROJECTION: RECESSED 3 CENTIMETERS
 DO7942_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO7942_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7942_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7942+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2012
 DO7942_ROD/PIPE-DEPTH: 7.15 meters
 DO7942_SLEEVE-DEPTH  : 1 meters
 DO7942
 DO7942  HISTORY     - Date     Condition        Report By
 DO7942  HISTORY     - 20121025 MONUMENTED       ASSOEN
 DO7942
 DO7942                          STATION DESCRIPTION
 DO7942
 DO7942'DESCRIBED BY ASSOCIATED ENGINEERING 2012 (MPM)
 DO7942'THE MARK IS LOCATED ABOUT 15.6 KM (9.7 MI) WEST OF PARAGOULD, 8.3 KM
 DO7942'(5.2 MI) NORTH-NORTHEAST OF LORADO AND 1.3 KM (0.8 MI) NORTH OF
 DO7942'WALCOTT.
 DO7942'
 DO7942'TO REACH FROM THE INTERSECTION OF HIGHWAY 412 WEST AND HIGHWAY 168 AT
 DO7942'PARAGOULD, ARKANSAS, GO WEST ON HIGHWAY 412 FOR 1.40 MI (2.3 KM) TURN
 DO7942'LEFT ON TO HIGHWAY 141 AND GO SOUTH FOR 1.00 MI (1.6 KM) TO THE MARK
 DO7942'ON THE LEFT.
 DO7942'
 DO7942'IT IS 11.23 M (36.8 FT) EAST OF THE CENTERLINE OF HIGHWAY 141 NORTH,
 DO7942'10.30 M (33.8 FT) NORTHEAST OF THE NORTH END OF THE EAST HEADWALL OF A
 DO7942'DRAINAGE CULVERT, 2.13 M (7.0 FT) NORTHWEST OF A GUY WIRE ANCHOR, 1.01
 DO7942'M (3.3 FT) EAST OF A POWER POLE AND 0.50 M (1.6 FT) SOUTH OF A WITNESS
 DO7942'POST.
 DO7942'
 DO7942'NOTE-ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH (13 CM) LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO8366 ***********************************************************************
 DO8366  DESIGNATION -  G 337
 DO8366  PID         -  DO8366
 DO8366  STATE/COUNTY-  AR/HEMPSTEAD
 DO8366  COUNTRY     -  US
 DO8366  USGS QUAD   -  SPRING HILL (2017)
 DO8366
 DO8366                         *CURRENT SURVEY CONTROL
 DO8366  ______________________________________________________________________
 DO8366* NAD 83(1986) POSITION- 33 37 28.7    (N) 093 43 40.9    (W)   HD_HELD2
 DO8366* NAVD 88 ORTHO HEIGHT -    81.337 (meters)      266.85  (feet) ADJUSTED
 DO8366  ______________________________________________________________________
 DO8366  GEOID HEIGHT    -        -27.021 (meters)                     GEOID18
 DO8366  DYNAMIC HEIGHT  -         81.251 (meters)      266.57  (feet) COMP
 DO8366  MODELED GRAVITY -    979,585.7   (mgal)                       NAVD 88
 DO8366
 DO8366  VERT ORDER      -  SECOND    CLASS I
 DO8366
 DO8366.The horizontal coordinates were established by autonomous hand held GPS
 DO8366.observations and have an estimated accuracy of +/- 10 meters.
 DO8366
 DO8366.The orthometric height was determined by differential leveling and
 DO8366.adjusted by the NATIONAL GEODETIC SURVEY
 DO8366.in February 2014.
 DO8366
 DO8366.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8366.GEOID18 height accuracy estimate available here.
 DO8366
 DO8366.Click photographs - Photos may exist for this station.
 DO8366
 DO8366.The dynamic height is computed by dividing the NAVD 88
 DO8366.geopotential number by the normal gravity value computed on the
 DO8366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8366.degrees latitude (g = 980.6199 gals.).
 DO8366
 DO8366.The modeled gravity was interpolated from observed gravity values.
 DO8366
 DO8366;                    North         East    Units  Estimated Accuracy
 DO8366;SPC AR S     -   507,604.      239,674.      MT  (+/- 10 meters HH2 GPS)
 DO8366
 DO8366_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT3247320775(NAD 83)
 DO8366
 DO8366                          SUPERSEDED SURVEY CONTROL
 DO8366
 DO8366.No superseded survey control is available for this station.
 DO8366
 DO8366_MARKER: DB = BENCH MARK DISK
 DO8366_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DO8366_SP_SET: HEADWALL
 DO8366_STAMPING: G 337 2013
 DO8366_MARK LOGO: ARHD
 DO8366_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO8366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO8366+STABILITY: SURFACE MOTION
 DO8366
 DO8366  HISTORY     - Date     Condition        Report By
 DO8366  HISTORY     - 20130326 MONUMENTED       ARHD
 DO8366
 DO8366                          STATION DESCRIPTION
 DO8366
 DO8366'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (JDH)
 DO8366'THE STATION IS LOCATED ABOUT 8.5 KM (5.3 MI) WEST-NORTHWEST OF SPRING
 DO8366'HILL, 8.0 KM (5.0 MI) EAST OF FULTON AND IN THE TOWN OF SHEPPARD, AR.
 DO8366'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DO8366'
 DO8366'TO REACH FROM THE INTERSECTION OF TO REACH FROM THE INTERSECTION OF
 DO8366'HIGHWAY 355 AND HIGHWAY 67, GO NORTH ALONG HIGHWAY 67 FOR 5.0 MI (8.0
 DO8366'KM) TO THE STATION ON THE LEFT.
 DO8366'
 DO8366'IT IS 27 M (88.6 FT) NORTH OF A FIBER OPTIC CABLE MARKER, 18.4 M (60.4
 DO8366'FT) SOUTHWEST OF A HEADWALL UNDER THE RAILROAD AND 8.4 M (27.6 FT)
 DO8366'NORTH OF THE CENTERLINE OF HIGHWAY 67.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO9606 ***********************************************************************
 DO9606  DESIGNATION -  G 338
 DO9606  PID         -  DO9606
 DO9606  STATE/COUNTY-  AR/OUACHITA
 DO9606  COUNTRY     -  US
 DO9606  USGS QUAD   -  CAMDEN (2017)
 DO9606
 DO9606                         *CURRENT SURVEY CONTROL
 DO9606  ______________________________________________________________________
 DO9606* NAD 83(1986) POSITION- 33 33 10.29   (N) 092 50 09.67   (W)   HD_HELD1
 DO9606* NAVD 88 ORTHO HEIGHT -    33.961 (meters)      111.42  (feet) ADJUSTED
 DO9606  ______________________________________________________________________
 DO9606  GEOID HEIGHT    -        -26.293 (meters)                     GEOID18
 DO9606  DYNAMIC HEIGHT  -         33.926 (meters)      111.31  (feet) COMP
 DO9606  MODELED GRAVITY -    979,600.7   (mgal)                       NAVD 88
 DO9606
 DO9606  VERT ORDER      -  FIRST     CLASS II
 DO9606
 DO9606.The horizontal coordinates were determined by differentially corrected
 DO9606.hand held GPS observations or other comparable positioning techniques
 DO9606.and have an estimated accuracy of +/- 3 meters.
 DO9606
 DO9606.The orthometric height was determined by differential leveling and
 DO9606.adjusted by the NATIONAL GEODETIC SURVEY
 DO9606.in March 2014.
 DO9606
 DO9606.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9606.GEOID18 height accuracy estimate available here.
 DO9606
 DO9606.Click photographs - Photos may exist for this station.
 DO9606
 DO9606.The dynamic height is computed by dividing the NAVD 88
 DO9606.geopotential number by the normal gravity value computed on the
 DO9606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9606.degrees latitude (g = 980.6199 gals.).
 DO9606
 DO9606.The modeled gravity was interpolated from observed gravity values.
 DO9606
 DO9606;                    North         East    Units  Estimated Accuracy
 DO9606;SPC AR S     -   498,607.0     322,366.7     MT  (+/- 3 meters HH1 GPS) 
 DO9606
 DO9606_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT1522212591(NAD 83)
 DO9606
 DO9606                          SUPERSEDED SURVEY CONTROL
 DO9606
 DO9606.No superseded survey control is available for this station.
 DO9606
 DO9606_MARKER: DB = BENCH MARK DISK
 DO9606_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DO9606_SP_SET: SLAB
 DO9606_STAMPING: G 338 2013
 DO9606_MARK LOGO: ARHD
 DO9606_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO9606_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO9606_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9606+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2013
 DO9606
 DO9606  HISTORY     - Date     Condition        Report By
 DO9606  HISTORY     - 20130521 MONUMENTED       ARHD
 DO9606
 DO9606                          STATION DESCRIPTION
 DO9606
 DO9606'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (JDH)
 DO9606'THE STATION IS LOCATED ABOUT 12.1 KM (7.5 MI) SOUTH-SOUTHWEST OF
 DO9606'HARMONY GROVE, 10.8 KM (6.7 MI) SOUTHWEST OF EAST CAMDEN AND 3.5 KM
 DO9606'(2.2 MI) SOUTH OF CAMDEN. OWNERSHIP--ROAD RIGHT-OF-WAY.
 DO9606'
 DO9606'TO REACH FROM THE INTERSECTION OF HIGHWAY 7 AND HIGHWAY 278, GO SOUTH
 DO9606'ON HIGHWAY 7 FOR 0.8 MI (1.3 KM) THEN TURN RIGHT ON GOODNIGHT ROAD, GO
 DO9606'FOR 0.2 MI (0.3 KM) THEN GO DOWN BARRETT ROAD FOR 0.4 MI (0.6 KM) TO
 DO9606'THE STATION ON THE RIGHT ON A 20 FT (6.1 M) X 250 FT (76.2 M) CONCRETE
 DO9606'SLAB.
 DO9606'
 DO9606'IT IS 175 FT (53.3 M) SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN
 DO9606'RAILROAD TRACKS AND 23 FT (7.0 M) SOUTHEAST OF THE NORTHWEST EDGE OF A
 DO9606'CONCRETE SLAB BETWEEN TWO RAILS.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GG0102 ***********************************************************************
 GG0102  DESIGNATION -  G 34 RESET
 GG0102  PID         -  GG0102
 GG0102  STATE/COUNTY-  AR/BENTON
 GG0102  COUNTRY     -  US
 GG0102  USGS QUAD   -  BENTONVILLE SOUTH (2017)
 GG0102
 GG0102                         *CURRENT SURVEY CONTROL
 GG0102  ______________________________________________________________________
 GG0102* NAD 83(1986) POSITION- 36 22 21.     (N) 094 12 29.     (W)   SCALED
 GG0102* NAVD 88 ORTHO HEIGHT -   394.71  (meters)     1295.0   (feet) RESET
 GG0102  ______________________________________________________________________
 GG0102  GEOID HEIGHT    -        -28.161 (meters)                     GEOID18
 GG0102  VERT ORDER      -  THIRD
 GG0102
 GG0102.The horizontal coordinates were scaled from a map and have
 GG0102.an estimated accuracy of +/- 6 seconds.
 GG0102
 GG0102.The orthometric height was computed from unverified reset data.
 GG0102
 GG0102.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0102.GEOID18 height accuracy estimate available here.
 GG0102
 GG0102.Click photographs - Photos may exist for this station.
 GG0102
 GG0102;                    North         East    Units  Estimated Accuracy
 GG0102;SPC AR N     -   228,460.      201,870.      MT  (+/- 180 meters Scaled)
 GG0102
 GG0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA916259(NAD 83)
 GG0102
 GG0102                          SUPERSEDED SURVEY CONTROL
 GG0102
 GG0102.No superseded survey control is available for this station.
 GG0102
 GG0102_MARKER: DB = BENCH MARK DISK
 GG0102_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 GG0102_SP_SET: CURB
 GG0102_STAMPING: G 34 RESET 1969
 GG0102_MARK LOGO: CGS
 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 DEPARTMENT OF TRANSPORTATION 2003 (DFC)
 GG0102'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DP5083 ***********************************************************************
 DP5083  DESIGNATION -  G 340
 DP5083  PID         -  DP5083
 DP5083  STATE/COUNTY-  AR/SALINE
 DP5083  COUNTRY     -  US
 DP5083  USGS QUAD   -  HASKELL (2017)
 DP5083
 DP5083                         *CURRENT SURVEY CONTROL
 DP5083  ______________________________________________________________________
 DP5083* NAD 83(1986) POSITION- 34 32 03.85   (N) 092 41 46.34   (W)   HD_HELD1
 DP5083* NAVD 88 ORTHO HEIGHT -   131.318 (meters)      430.83  (feet) ADJUSTED
 DP5083  ______________________________________________________________________
 DP5083  GEOID HEIGHT    -        -26.506 (meters)                     GEOID18
 DP5083  DYNAMIC HEIGHT  -        131.194 (meters)      430.43  (feet) COMP
 DP5083  MODELED GRAVITY -    979,687.3   (mgal)                       NAVD 88
 DP5083
 DP5083  VERT ORDER      -  SECOND    CLASS I
 DP5083
 DP5083.The horizontal coordinates were determined by differentially corrected
 DP5083.hand held GPS observations or other comparable positioning techniques
 DP5083.and have an estimated accuracy of +/- 3 meters.
 DP5083
 DP5083.The orthometric height was determined by differential leveling and
 DP5083.adjusted by the NATIONAL GEODETIC SURVEY
 DP5083.in December 2014.
 DP5083
 DP5083.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5083.GEOID18 height accuracy estimate available here.
 DP5083
 DP5083.Click photographs - Photos may exist for this station.
 DP5083
 DP5083.The dynamic height is computed by dividing the NAVD 88
 DP5083.geopotential number by the normal gravity value computed on the
 DP5083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5083.degrees latitude (g = 980.6199 gals.).
 DP5083
 DP5083.The modeled gravity was interpolated from observed gravity values.
 DP5083
 DP5083;                    North         East    Units  Estimated Accuracy
 DP5083;SPC AR S     -   607,375.8     336,090.0     MT  (+/- 3 meters HH1 GPS) 
 DP5083
 DP5083_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU2787721453(NAD 83)
 DP5083
 DP5083                          SUPERSEDED SURVEY CONTROL
 DP5083
 DP5083.No superseded survey control is available for this station.
 DP5083
 DP5083_MARKER: DB = BENCH MARK DISK
 DP5083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP5083_STAMPING: G 340 2014
 DP5083_MARK LOGO: ARHD
 DP5083_PROJECTION: FLUSH
 DP5083_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP5083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP5083+STABILITY: SURFACE MOTION
 DP5083_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP5083+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2014
 DP5083
 DP5083  HISTORY     - Date     Condition        Report By
 DP5083  HISTORY     - 20140618 MONUMENTED       ARHD
 DP5083
 DP5083                          STATION DESCRIPTION
 DP5083
 DP5083'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (JDH)
 DP5083'THE STATION IS LOCATED ABOUT 6.4 MI (10.3 KM) EAST OF LONSDALE, 6.4 MI
 DP5083'(10.3 KM) NORTH-NORTHWEST OF TRASKWOOD AND 4.1 MI (6.6 KM)
 DP5083'WEST-NORTHWEST OF HASKELL.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DP5083'
 DP5083'TO REACH FROM THE INTERSECTION OF I-30 AND PAWNEE DRIVE, GO WEST ON
 DP5083'PAWNEE DRIVE FOR 0.5 MI (0.8 KM) THEN TURN RIGHT ON OLD 88 ROAD AND GO
 DP5083'FOR 0.65 MI (1.0 KM) TO THE STATION ON THE LEFT.
 DP5083'
 DP5083'IT IS 62 FT (18.9 M) SOUTH OF A FIRE HYDRANT, 42 FT (12.8 M) SOUTHEAST
 DP5083'OF INTERSECTION OF 0LD 88 ROAD AND TOWNSEND ROAD, 40 FT (12.2 M) EAST
 DP5083'OF A POWER POLE WITH GUY, 31 FT (9.4 M) WEST OF A POWER POLE AND 1 FT
 DP5083'(0.3 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DP6899 ***********************************************************************
 DP6899  DESIGNATION -  G 341
 DP6899  PID         -  DP6899
 DP6899  STATE/COUNTY-  AR/WHITE
 DP6899  COUNTRY     -  US
 DP6899  USGS QUAD   -  BALD KNOB (2017)
 DP6899
 DP6899                         *CURRENT SURVEY CONTROL
 DP6899  ______________________________________________________________________
 DP6899* NAD 83(1986) POSITION- 35 21 21.5    (N) 091 33 50.5    (W)   HD_HELD2
 DP6899* NAVD 88 ORTHO HEIGHT -   105.021 (meters)      344.56  (feet) ADJUSTED
 DP6899  ______________________________________________________________________
 DP6899  GEOID HEIGHT    -        -27.279 (meters)                     GEOID18
 DP6899  DYNAMIC HEIGHT  -        104.928 (meters)      344.25  (feet) COMP
 DP6899  MODELED GRAVITY -    979,742.9   (mgal)                       NAVD 88
 DP6899
 DP6899  VERT ORDER      -  SECOND    CLASS I
 DP6899
 DP6899.The horizontal coordinates were established by autonomous hand held GPS
 DP6899.observations and have an estimated accuracy of +/- 10 meters.
 DP6899
 DP6899.The orthometric height was determined by differential leveling and
 DP6899.adjusted by the NATIONAL GEODETIC SURVEY
 DP6899.in October 2015.
 DP6899
 DP6899.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6899.GEOID18 height accuracy estimate available here.
 DP6899
 DP6899.Click photographs - Photos may exist for this station.
 DP6899
 DP6899.The dynamic height is computed by dividing the NAVD 88
 DP6899.geopotential number by the normal gravity value computed on the
 DP6899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6899.degrees latitude (g = 980.6199 gals.).
 DP6899
 DP6899.The modeled gravity was interpolated from observed gravity values.
 DP6899
 DP6899;                    North         East    Units  Estimated Accuracy
 DP6899;SPC AR N     -   113,541.      439,624.      MT  (+/- 10 meters HH2 GPS)
 DP6899
 DP6899_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV3046913466(NAD 83)
 DP6899
 DP6899                          SUPERSEDED SURVEY CONTROL
 DP6899
 DP6899.No superseded survey control is available for this station.
 DP6899
 DP6899_MARKER: DB = BENCH MARK DISK
 DP6899_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP6899_SP_SET: BRIDGE ABUTMENT
 DP6899_STAMPING: G 341 2014
 DP6899_MARK LOGO: ARHD
 DP6899_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6899_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6899
 DP6899  HISTORY     - Date     Condition        Report By
 DP6899  HISTORY     - 20140903 MONUMENTED       ARHD
 DP6899
 DP6899                          STATION DESCRIPTION
 DP6899
 DP6899'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (JDH)
 DP6899'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) NORTHEAST OF JUDSONIA,
 DP6899'4.0 MI (6.4 KM) SOUTH OF VELVET RIDGE AND 3.2 MI (5.1 KM) NORTH OF
 DP6899'BALD KNOB.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DP6899'
 DP6899'TO REACH FROM THE INTERSECTION OF US HIGHWAY 167 AND US I-67, GO NORTH
 DP6899'ON HIGHWAY 167 FOR 2.55 MI (4.1 KM) TO THE STATION ON THE RIGHT, IN
 DP6899'THE SOUTHEAST CORNER OF OVERFLOW CREEK BRIDGE ABUTMENT.
 DP6899'
 DP6899'IT IS 39 FT (11.9 M) EAST OF HIGHWAY 167 CENTERLINE AND 35 FT (10.7 M)
 DP6899'WEST OF A COMBINATION POLE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DP6923 ***********************************************************************
 DP6923  DESIGNATION -  G 342
 DP6923  PID         -  DP6923
 DP6923  STATE/COUNTY-  AR/INDEPENDENCE
 DP6923  COUNTRY     -  US
 DP6923  USGS QUAD   -  SALADO (2017)
 DP6923
 DP6923                         *CURRENT SURVEY CONTROL
 DP6923  ______________________________________________________________________
 DP6923* NAD 83(1986) POSITION- 35 41 38.5    (N) 091 37 08.8    (W)   HD_HELD2
 DP6923* NAVD 88 ORTHO HEIGHT -   103.918 (meters)      340.94  (feet) ADJUSTED
 DP6923  ______________________________________________________________________
 DP6923  GEOID HEIGHT    -        -27.474 (meters)                     GEOID18
 DP6923  DYNAMIC HEIGHT  -        103.828 (meters)      340.64  (feet) COMP
 DP6923  MODELED GRAVITY -    979,767.4   (mgal)                       NAVD 88
 DP6923
 DP6923  VERT ORDER      -  SECOND    CLASS I
 DP6923
 DP6923.The horizontal coordinates were established by autonomous hand held GPS
 DP6923.observations and have an estimated accuracy of +/- 10 meters.
 DP6923
 DP6923.The orthometric height was determined by differential leveling and
 DP6923.adjusted by the NATIONAL GEODETIC SURVEY
 DP6923.in October 2015.
 DP6923
 DP6923.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6923.GEOID18 height accuracy estimate available here.
 DP6923
 DP6923.Click photographs - Photos may exist for this station.
 DP6923
 DP6923.The dynamic height is computed by dividing the NAVD 88
 DP6923.geopotential number by the normal gravity value computed on the
 DP6923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6923.degrees latitude (g = 980.6199 gals.).
 DP6923
 DP6923.The modeled gravity was interpolated from observed gravity values.
 DP6923
 DP6923;                    North         East    Units  Estimated Accuracy
 DP6923;SPC AR N     -   151,025.      434,472.      MT  (+/- 10 meters HH2 GPS)
 DP6923
 DP6923_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV2493950891(NAD 83)
 DP6923
 DP6923                          SUPERSEDED SURVEY CONTROL
 DP6923
 DP6923.No superseded survey control is available for this station.
 DP6923
 DP6923_MARKER: DB = BENCH MARK DISK
 DP6923_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DP6923_SP_SET: HEADWALL
 DP6923_STAMPING: G 342 2014
 DP6923_MARK LOGO: ARHD
 DP6923_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP6923+STABILITY: SURFACE MOTION
 DP6923_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP6923+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2014
 DP6923
 DP6923  HISTORY     - Date     Condition        Report By
 DP6923  HISTORY     - 20141029 MONUMENTED       ARHD
 DP6923
 DP6923                          STATION DESCRIPTION
 DP6923
 DP6923'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (JDH)
 DP6923'THE STATION IS LOCATED ABOUT 4.9 MI (7.9 KM) NORTH OF HUFF, 4.8 MI
 DP6923'(7.7 KM) EAST OF JAMESTOWN AND 1.3 MI (2.1 KM) WEST OF SALADO.
 DP6923'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DP6923'
 DP6923'TO REACH FROM THE INTERSECTION OF US HIGHWAY 167 AND STATE HIGHWAY
 DP6923'157, GO NORTH ON HIGHWAY 167 FOR 10.15 MI (16.3 KM) TO THE STATION ON
 DP6923'THE RIGHT, IN THE CENTER OF THE EAST HEADWALL.
 DP6923'
 DP6923'IT IS 90 FT (27.4 M) SOUTH OF THE CENTER OF AN ASPHALT DRIVE AND 54 FT
 DP6923'(16.5 M) EAST OF HIGHWAY 167 CENTERLINE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ4462 ***********************************************************************
 DQ4462  DESIGNATION -  G 343
 DQ4462  PID         -  DQ4462
 DQ4462  STATE/COUNTY-  AR/JEFFERSON
 DQ4462  COUNTRY     -  US
 DQ4462  USGS QUAD   -  LADD (2017)
 DQ4462
 DQ4462                         *CURRENT SURVEY CONTROL
 DQ4462  ______________________________________________________________________
 DQ4462* NAD 83(1986) POSITION- 34 14 45.9    (N) 091 55 12.9    (W)   HD_HELD2
 DQ4462* NAVD 88 ORTHO HEIGHT -    64.115 (meters)      210.35  (feet) ADJUSTED
 DQ4462  ______________________________________________________________________
 DQ4462  GEOID HEIGHT    -        -26.023 (meters)                     GEOID18
 DQ4462  DYNAMIC HEIGHT  -         64.053 (meters)      210.15  (feet) COMP
 DQ4462  MODELED GRAVITY -    979,666.0   (mgal)                       NAVD 88
 DQ4462
 DQ4462  VERT ORDER      -  FIRST     CLASS II
 DQ4462
 DQ4462.The horizontal coordinates were established by autonomous hand held GPS
 DQ4462.observations and have an estimated accuracy of +/- 10 meters.
 DQ4462
 DQ4462.The orthometric height was determined by differential leveling and
 DQ4462.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4462.in February 2017.
 DQ4462
 DQ4462.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4462.GEOID18 height accuracy estimate available here.
 DQ4462
 DQ4462.Click photographs - Photos may exist for this station.
 DQ4462
 DQ4462.The dynamic height is computed by dividing the NAVD 88
 DQ4462.geopotential number by the normal gravity value computed on the
 DQ4462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4462.degrees latitude (g = 980.6199 gals.).
 DQ4462
 DQ4462.The modeled gravity was interpolated from observed gravity values.
 DQ4462
 DQ4462;                    North         East    Units  Estimated Accuracy
 DQ4462;SPC AR S     -   575,180.      407,346.      MT  (+/- 10 meters HH2 GPS)
 DQ4462
 DQ4462_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT9942689969(NAD 83)
 DQ4462
 DQ4462                          SUPERSEDED SURVEY CONTROL
 DQ4462
 DQ4462.No superseded survey control is available for this station.
 DQ4462
 DQ4462_MARKER: DB = BENCH MARK DISK
 DQ4462_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DQ4462_SP_SET: WATER WELL
 DQ4462_STAMPING: G 343 2015
 DQ4462_MARK LOGO: ARHD
 DQ4462_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ4462_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ4462_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ4462+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2015
 DQ4462
 DQ4462  HISTORY     - Date     Condition        Report By
 DQ4462  HISTORY     - 20150623 MONUMENTED       ARHD
 DQ4462
 DQ4462                          STATION DESCRIPTION
 DQ4462
 DQ4462'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 DQ4462'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) SOUTHWEST OF ALTHEIMER,
 DQ4462'4.9 MI (7.9 KM) EAST-NORTHEAST OF PINE BLUFF AND 2.8 MI (4.5 KM)
 DQ4462'SOUTH-SOUTHWEST OF ROB ROY.OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ4462'
 DQ4462'TO REACH FROM THE INTERSECTION OF US HIGHWAY 79/63 AND US HIGHWAY 65
 DQ4462'B, GO NORTH ON HIGHWAY 79/63 FOR 4.7 MI (7.6 KM) TURN LEFT ON COUNTY
 DQ4462'ROAD FRENCH TOWN AUBURN LEVEE ROAD AND GO FOR 0.1 MI (0.2 KM) TURN
 DQ4462'LEFT ON COUNTY ROAD CHARLES WOODEN ROAD AND GO WEST FOR 0.5 MI (0.8
 DQ4462'KM) TO THE STATION ON THE LEFT, IN THE NORTHWEST CORNER OF AN
 DQ4462'ABANDONED WATER WELL.
 DQ4462'
 DQ4462'IT IS 86 FT (26.2 M) NORTH OF A WATER WELL, 49 FT (14.9 M) SOUTH OF A
 DQ4462'POWER POLE AND 20 FT (6.1 M) EAST OF THE ELECTRIC BOX TO THE WELL.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ3507 ***********************************************************************
 DQ3507  DESIGNATION -  G 344
 DQ3507  PID         -  DQ3507
 DQ3507  STATE/COUNTY-  AR/VAN BUREN
 DQ3507  COUNTRY     -  US
 DQ3507  USGS QUAD   -  CLINTON (2017)
 DQ3507
 DQ3507                         *CURRENT SURVEY CONTROL
 DQ3507  ______________________________________________________________________
 DQ3507* NAD 83(1986) POSITION- 35 31 37.71   (N) 092 26 37.11   (W)   HD_HELD1
 DQ3507* NAVD 88 ORTHO HEIGHT -   168.057 (meters)      551.37  (feet) ADJUSTED
 DQ3507  ______________________________________________________________________
 DQ3507  GEOID HEIGHT    -        -27.963 (meters)                     GEOID18
 DQ3507  DYNAMIC HEIGHT  -        167.903 (meters)      550.86  (feet) COMP
 DQ3507  MODELED GRAVITY -    979,711.1   (mgal)                       NAVD 88
 DQ3507
 DQ3507  VERT ORDER      -  SECOND    CLASS I
 DQ3507
 DQ3507.The horizontal coordinates were determined by differentially corrected
 DQ3507.hand held GPS observations or other comparable positioning techniques
 DQ3507.and have an estimated accuracy of +/- 3 meters.
 DQ3507
 DQ3507.The orthometric height was determined by differential leveling and
 DQ3507.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3507.in January 2017.
 DQ3507
 DQ3507.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3507.GEOID18 height accuracy estimate available here.
 DQ3507
 DQ3507.Click photographs - Photos may exist for this station.
 DQ3507
 DQ3507.The dynamic height is computed by dividing the NAVD 88
 DQ3507.geopotential number by the normal gravity value computed on the
 DQ3507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3507.degrees latitude (g = 980.6199 gals.).
 DQ3507
 DQ3507.The modeled gravity was interpolated from observed gravity values.
 DQ3507
 DQ3507;                    North         East    Units  Estimated Accuracy
 DQ3507;SPC AR N     -   132,533.4     359,764.9     MT  (+/- 3 meters HH1 GPS) 
 DQ3507
 DQ3507_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV5044131645(NAD 83)
 DQ3507
 DQ3507                          SUPERSEDED SURVEY CONTROL
 DQ3507
 DQ3507.No superseded survey control is available for this station.
 DQ3507
 DQ3507_MARKER: DB = BENCH MARK DISK
 DQ3507_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ3507_SP_SET: HEADWALL
 DQ3507_STAMPING: G 344 2015
 DQ3507_MARK LOGO: ARHD
 DQ3507_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3507+STABILITY: SURFACE MOTION
 DQ3507_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3507+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2015
 DQ3507
 DQ3507  HISTORY     - Date     Condition        Report By
 DQ3507  HISTORY     - 20150915 MONUMENTED       ARHD
 DQ3507
 DQ3507                          STATION DESCRIPTION
 DQ3507
 DQ3507'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 DQ3507'THE STATION IS LOCATED ABOUT 5.9 MI (9.5 KM) NORTH-NORTHWEST OF BEE
 DQ3507'BRANCH, 5.8 MI (9.3 KM) NORTHEAST OF FORMOSA AND 4.5 MI (7.2 KM)
 DQ3507'SOUTH-SOUTHEAST OF CLINTON.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ3507'
 DQ3507'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 9,
 DQ3507'GO WEST ON HIGHWAY 9 FOR 0.15 MI (0.24 KM) TO THE STATION ON THE
 DQ3507'RIGHT.
 DQ3507'
 DQ3507'IT IS 20 FT (6.1 M) NORTH OF HIGHWAY 92 CENTERLINE AND 8 FT (2.4 M)
 DQ3507'WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ3541 ***********************************************************************
 DQ3541  DESIGNATION -  G 345
 DQ3541  PID         -  DQ3541
 DQ3541  STATE/COUNTY-  AR/VAN BUREN
 DQ3541  COUNTRY     -  US
 DQ3541  USGS QUAD   -  BOTKINBURG (2017)
 DQ3541
 DQ3541                         *CURRENT SURVEY CONTROL
 DQ3541  ______________________________________________________________________
 DQ3541* NAD 83(1986) POSITION- 35 44 47.5    (N) 092 31 19.6    (W)   HD_HELD2
 DQ3541* NAVD 88 ORTHO HEIGHT -   431.515 (meters)     1415.73  (feet) ADJUSTED
 DQ3541  ______________________________________________________________________
 DQ3541  GEOID HEIGHT    -        -27.871 (meters)                     GEOID18
 DQ3541  DYNAMIC HEIGHT  -        431.107 (meters)     1414.39  (feet) COMP
 DQ3541  MODELED GRAVITY -    979,676.5   (mgal)                       NAVD 88
 DQ3541
 DQ3541  VERT ORDER      -  SECOND    CLASS I
 DQ3541
 DQ3541.The horizontal coordinates were established by autonomous hand held GPS
 DQ3541.observations and have an estimated accuracy of +/- 10 meters.
 DQ3541
 DQ3541.The orthometric height was determined by differential leveling and
 DQ3541.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3541.in January 2017.
 DQ3541
 DQ3541.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3541.GEOID18 height accuracy estimate available here.
 DQ3541
 DQ3541.Click photographs - Photos may exist for this station.
 DQ3541
 DQ3541.The dynamic height is computed by dividing the NAVD 88
 DQ3541.geopotential number by the normal gravity value computed on the
 DQ3541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3541.degrees latitude (g = 980.6199 gals.).
 DQ3541
 DQ3541.The modeled gravity was interpolated from observed gravity values.
 DQ3541
 DQ3541;                    North         East    Units  Estimated Accuracy
 DQ3541;SPC AR N     -   156,908.      352,777.      MT  (+/- 10 meters HH2 GPS)
 DQ3541
 DQ3541_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV4320855940(NAD 83)
 DQ3541
 DQ3541                          SUPERSEDED SURVEY CONTROL
 DQ3541
 DQ3541.No superseded survey control is available for this station.
 DQ3541
 DQ3541_MARKER: DB = BENCH MARK DISK
 DQ3541_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ3541_SP_SET: HEADWALL
 DQ3541_STAMPING: G 345 2015
 DQ3541_MARK LOGO: ARHD
 DQ3541_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3541+STABILITY: SURFACE MOTION
 DQ3541
 DQ3541  HISTORY     - Date     Condition        Report By
 DQ3541  HISTORY     - 20151104 MONUMENTED       ARHD
 DQ3541
 DQ3541                          STATION DESCRIPTION
 DQ3541
 DQ3541'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 DQ3541'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) WEST-NORTHWEST OF OLD
 DQ3541'LEXINGTON, 6.1 MI (9.8 KM) SOUTH-SOUTHEAST OF LESLIE AND 3.3 MI (5.3
 DQ3541'KM) NORTH OF BOTKINBURG.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ3541'
 DQ3541'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 110,
 DQ3541'GO NORTH HIGHWAY 65 FOR 3.8 MI (6.1 KM) TO THE STATION ON THE RIGHT,
 DQ3541'IN THE CENTER OF THE EAST HEADWALL.
 DQ3541'
 DQ3541'IT IS 175 FT (53.3 M) NORTH OF WHISTLE STOP ROAD CENTERLINE, 33 FT
 DQ3541'(10.1 M) EAST OF HIGHWAY 65 CENTERLINE, 24 FT (7.3 M) WEST OF A FENCE
 DQ3541'AND 23 FT (7.0 M) SOUTHWEST OF A WATER VALVE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ3566 ***********************************************************************
 DQ3566  DESIGNATION -  G 346
 DQ3566  PID         -  DQ3566
 DQ3566  STATE/COUNTY-  AR/SEARCY
 DQ3566  COUNTRY     -  US
 DQ3566  USGS QUAD   -  MARSHALL (2017)
 DQ3566
 DQ3566                         *CURRENT SURVEY CONTROL
 DQ3566  ______________________________________________________________________
 DQ3566* NAD 83(1986) POSITION- 35 54 24.6    (N) 092 37 52.8    (W)   HD_HELD2
 DQ3566* NAVD 88 ORTHO HEIGHT -   322.498 (meters)     1058.06  (feet) ADJUSTED
 DQ3566  ______________________________________________________________________
 DQ3566  GEOID HEIGHT    -        -28.109 (meters)                     GEOID18
 DQ3566  DYNAMIC HEIGHT  -        322.203 (meters)     1057.09  (feet) COMP
 DQ3566  MODELED GRAVITY -    979,706.8   (mgal)                       NAVD 88
 DQ3566
 DQ3566  VERT ORDER      -  SECOND    CLASS I
 DQ3566
 DQ3566.The horizontal coordinates were established by autonomous hand held GPS
 DQ3566.observations and have an estimated accuracy of +/- 10 meters.
 DQ3566
 DQ3566.The orthometric height was determined by differential leveling and
 DQ3566.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3566.in January 2017.
 DQ3566
 DQ3566.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3566.GEOID18 height accuracy estimate available here.
 DQ3566
 DQ3566.Click photographs - Photos may exist for this station.
 DQ3566
 DQ3566.The dynamic height is computed by dividing the NAVD 88
 DQ3566.geopotential number by the normal gravity value computed on the
 DQ3566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3566.degrees latitude (g = 980.6199 gals.).
 DQ3566
 DQ3566.The modeled gravity was interpolated from observed gravity values.
 DQ3566
 DQ3566;                    North         East    Units  Estimated Accuracy
 DQ3566;SPC AR N     -   174,751.      343,013.      MT  (+/- 10 meters HH2 GPS)
 DQ3566
 DQ3566_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV3326673677(NAD 83)
 DQ3566
 DQ3566                          SUPERSEDED SURVEY CONTROL
 DQ3566
 DQ3566.No superseded survey control is available for this station.
 DQ3566
 DQ3566_MARKER: DB = BENCH MARK DISK
 DQ3566_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DQ3566_SP_SET: LEDGE
 DQ3566_STAMPING: G 346 2016
 DQ3566_MARK LOGO: ARHD
 DQ3566_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3566+STABILITY: SURFACE MOTION
 DQ3566_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ3566+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2025
 DQ3566
 DQ3566  HISTORY     - Date     Condition        Report By
 DQ3566  HISTORY     - 20160126 MONUMENTED       ARHD
 DQ3566  HISTORY     - 20250714 GOOD             ARHD
 DQ3566
 DQ3566                          STATION DESCRIPTION
 DQ3566
 DQ3566'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 DQ3566'THE STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) NORTHWEST OF LESLIE, 4.9
 DQ3566'MI (7.9 KM) NORTHEAST OF CANAAN AND IN THE TOWN OF MARSHALL, AR.
 DQ3566'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ3566'
 DQ3566'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 27,
 DQ3566'GO SOUTH ON HIGHWAY 27 FOR 0.25 MI (0.40 KM) TO THE STATION ON THE
 DQ3566'RIGHT, IN THE NORTHEAST CORNER OF THE MARSHALL CEMETERY.
 DQ3566'
 DQ3566'IT IS 20 FT (6.1 M) SOUTH OF HIGHWAY 27 CENTERLINE, 19 FT (5.8 M) WEST
 DQ3566'OF A POWER POLE, 2 FT (0.6 M) SOUTH OF THE SOUTH EDGE OF THE SIDEWALK
 DQ3566'AND 1 FT (0.3 M) NORTHEAST OF THE CHAIN LINK FENCE CORNER.
 DQ3566
 DQ3566                          STATION RECOVERY (2025)
 DQ3566
 DQ3566'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2025 (JH)
 DQ3566'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ3596 ***********************************************************************
 DQ3596  DESIGNATION -  G 347
 DQ3596  PID         -  DQ3596
 DQ3596  STATE/COUNTY-  AR/SEARCY
 DQ3596  COUNTRY     -  US
 DQ3596  USGS QUAD   -  MARSHALL (2017)
 DQ3596
 DQ3596                         *CURRENT SURVEY CONTROL
 DQ3596  ______________________________________________________________________
 DQ3596* NAD 83(1986) POSITION- 35 58 58.7    (N) 092 44 49.9    (W)   HD_HELD2
 DQ3596* NAVD 88 ORTHO HEIGHT -   191.878 (meters)      629.52  (feet) ADJUSTED
 DQ3596  ______________________________________________________________________
 DQ3596  GEOID HEIGHT    -        -28.308 (meters)                     GEOID18
 DQ3596  DYNAMIC HEIGHT  -        191.706 (meters)      628.96  (feet) COMP
 DQ3596  MODELED GRAVITY -    979,730.6   (mgal)                       NAVD 88
 DQ3596
 DQ3596  VERT ORDER      -  SECOND    CLASS I
 DQ3596
 DQ3596.The horizontal coordinates were established by autonomous hand held GPS
 DQ3596.observations and have an estimated accuracy of +/- 10 meters.
 DQ3596
 DQ3596.The orthometric height was determined by differential leveling and
 DQ3596.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3596.in January 2017.
 DQ3596
 DQ3596.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3596.GEOID18 height accuracy estimate available here.
 DQ3596
 DQ3596.Click photographs - Photos may exist for this station.
 DQ3596
 DQ3596.The dynamic height is computed by dividing the NAVD 88
 DQ3596.geopotential number by the normal gravity value computed on the
 DQ3596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3596.degrees latitude (g = 980.6199 gals.).
 DQ3596
 DQ3596.The modeled gravity was interpolated from observed gravity values.
 DQ3596
 DQ3596;                    North         East    Units  Estimated Accuracy
 DQ3596;SPC AR N     -   183,272.      332,619.      MT  (+/- 10 meters HH2 GPS)
 DQ3596
 DQ3596_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV2278982089(NAD 83)
 DQ3596
 DQ3596                          SUPERSEDED SURVEY CONTROL
 DQ3596
 DQ3596.No superseded survey control is available for this station.
 DQ3596
 DQ3596_MARKER: DB = BENCH MARK DISK
 DQ3596_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DQ3596_SP_SET: BRIDGE PARAPET WALL
 DQ3596_STAMPING: G 347 2016
 DQ3596_MARK LOGO: ARHD
 DQ3596_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3596_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ3596_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ3596+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2016
 DQ3596
 DQ3596  HISTORY     - Date     Condition        Report By
 DQ3596  HISTORY     - 20160304 MONUMENTED       ARHD
 DQ3596
 DQ3596                          STATION DESCRIPTION
 DQ3596
 DQ3596'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 DQ3596'THE STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) SOUTHWEST OF MAUMEE, 6.7
 DQ3596'MI (10.8 KM) NORTHEAST OF SNOWBALL AND 4.6 MI (7.4 KM) SOUTHEAST OF
 DQ3596'SAINT JOE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ3596'
 DQ3596'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 333,
 DQ3596'GO SOUTH ON HIGHWAY 65 FOR 1.5 MI (2.4 KM) TO THE STATION ON THE LEFT,
 DQ3596'IN THE SOUTHEAST CORNER OF THE BRIDGE PARAPET WALL.
 DQ3596'
 DQ3596'IT IS 51 FT (15.5 M) WEST OF A FENCE CORNER AND 21 FT (6.4 M) EAST OF
 DQ3596'HIGHWAY 65 CENTERLINE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ3623 ***********************************************************************
 DQ3623  DESIGNATION -  G 348
 DQ3623  PID         -  DQ3623
 DQ3623  STATE/COUNTY-  AR/SEARCY
 DQ3623  COUNTRY     -  US
 DQ3623  USGS QUAD   -  WESTERN GROVE (2017)
 DQ3623
 DQ3623                         *CURRENT SURVEY CONTROL
 DQ3623  ______________________________________________________________________
 DQ3623* NAD 83(1986) POSITION- 36 03 51.1    (N) 092 54 27.0    (W)   HD_HELD2
 DQ3623* NAVD 88 ORTHO HEIGHT -   365.076 (meters)     1197.75  (feet) ADJUSTED
 DQ3623  ______________________________________________________________________
 DQ3623  GEOID HEIGHT    -        -28.335 (meters)                     GEOID18
 DQ3623  DYNAMIC HEIGHT  -        364.746 (meters)     1196.67  (feet) COMP
 DQ3623  MODELED GRAVITY -    979,717.0   (mgal)                       NAVD 88
 DQ3623
 DQ3623  VERT ORDER      -  SECOND    CLASS I
 DQ3623
 DQ3623.The horizontal coordinates were established by autonomous hand held GPS
 DQ3623.observations and have an estimated accuracy of +/- 10 meters.
 DQ3623
 DQ3623.The orthometric height was determined by differential leveling and
 DQ3623.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3623.in January 2017.
 DQ3623
 DQ3623.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3623.GEOID18 height accuracy estimate available here.
 DQ3623
 DQ3623.Click photographs - Photos may exist for this station.
 DQ3623
 DQ3623.The dynamic height is computed by dividing the NAVD 88
 DQ3623.geopotential number by the normal gravity value computed on the
 DQ3623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3623.degrees latitude (g = 980.6199 gals.).
 DQ3623
 DQ3623.The modeled gravity was interpolated from observed gravity values.
 DQ3623
 DQ3623;                    North         East    Units  Estimated Accuracy
 DQ3623;SPC AR N     -   192,405.      318,246.      MT  (+/- 10 meters HH2 GPS)
 DQ3623
 DQ3623_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV0833091072(NAD 83)
 DQ3623
 DQ3623                          SUPERSEDED SURVEY CONTROL
 DQ3623
 DQ3623.No superseded survey control is available for this station.
 DQ3623
 DQ3623_MARKER: DB = BENCH MARK DISK
 DQ3623_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ3623_SP_SET: HEADWALL
 DQ3623_STAMPING: G 348 2016
 DQ3623_MARK LOGO: ARHD
 DQ3623_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3623+STABILITY: SURFACE MOTION
 DQ3623_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3623+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2016
 DQ3623
 DQ3623  HISTORY     - Date     Condition        Report By
 DQ3623  HISTORY     - 20160413 MONUMENTED       ARHD
 DQ3623
 DQ3623                          STATION DESCRIPTION
 DQ3623
 DQ3623'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 DQ3623'THE STATION IS LOCATED ABOUT 6.3 MI (10.1 KM) SOUTH OF EVERTON, 6.2 MI
 DQ3623'(10.0 KM) WEST-NORTHWEST OF SAINT JOE AND 3.6 MI (5.8 KM) SOUTHEAST OF
 DQ3623'WESTERN GROVE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ3623'
 DQ3623'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 235,
 DQ3623'GO NORTH ON US HIGHWAY 65 FOR 2.7 MI (4.3 KM) TO THE STATION ON THE
 DQ3623'LEFT.
 DQ3623'
 DQ3623'IT IS 69 FT (21.0 M) SOUTHWEST OF A FENCE CORNER RUNNING NORTH, SOUTH
 DQ3623'AND WEST, 28 FT (8.5 M) SOUTHEAST OF HIGHWAY 65 CENTERLINE AND 24 FT
 DQ3623'(7.3 M) NORTHWEST OF A WEB FENCE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0356 ***********************************************************************
 GF0356  DESIGNATION -  G 35 RESET
 GF0356  PID         -  GF0356
 GF0356  STATE/COUNTY-  AR/CARROLL
 GF0356  COUNTRY     -  US
 GF0356  USGS QUAD   -  BLUE EYE (2017)
 GF0356
 GF0356                         *CURRENT SURVEY CONTROL
 GF0356  ______________________________________________________________________
 GF0356* NAD 83(1986) POSITION- 36 27 22.     (N) 093 26 15.     (W)   SCALED
 GF0356* NAVD 88 ORTHO HEIGHT -   412.97  (meters)     1354.9   (feet) RESET
 GF0356  ______________________________________________________________________
 GF0356  GEOID HEIGHT    -        -28.408 (meters)                     GEOID18
 GF0356  VERT ORDER      -  THIRD
 GF0356
 GF0356.The horizontal coordinates were scaled from a map and have
 GF0356.an estimated accuracy of +/- 6 seconds.
 GF0356
 GF0356.The orthometric height was computed from unverified reset data.
 GF0356
 GF0356.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0356.GEOID18 height accuracy estimate available here.
 GF0356
 GF0356.Click photographs - Photos may exist for this station.
 GF0356
 GF0356;                    North         East    Units  Estimated Accuracy
 GF0356;SPC AR N     -   236,460.      271,140.      MT  (+/- 180 meters Scaled)
 GF0356
 GF0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA607346(NAD 83)
 GF0356
 GF0356                          SUPERSEDED SURVEY CONTROL
 GF0356
 GF0356.No superseded survey control is available for this station.
 GF0356
 GF0356_MARKER: DB = BENCH MARK DISK
 GF0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0356_STAMPING: G 35 RESET 1952
 GF0356_MARK LOGO: CGS
 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             CGS
 GF0356  HISTORY     - 1987     GOOD             USPSQD
 GF0356
 GF0356                          STATION DESCRIPTION
 GF0356
 GF0356'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DQ6625 ***********************************************************************
 DQ6625  DESIGNATION -  G 351
 DQ6625  PID         -  DQ6625
 DQ6625  STATE/COUNTY-  AR/PIKE
 DQ6625  COUNTRY     -  US
 DQ6625  USGS QUAD   -  MURFREESBORO (2017)
 DQ6625
 DQ6625                         *CURRENT SURVEY CONTROL
 DQ6625  ______________________________________________________________________
 DQ6625* NAD 83(1986) POSITION- 34 04 12.2    (N) 093 41 00.6    (W)   HD_HELD2
 DQ6625* NAVD 88 ORTHO HEIGHT -   112.740 (meters)      369.88  (feet) ADJUSTED
 DQ6625  ______________________________________________________________________
 DQ6625  GEOID HEIGHT    -        -27.314 (meters)                     GEOID18
 DQ6625  DYNAMIC HEIGHT  -        112.626 (meters)      369.51  (feet) COMP
 DQ6625  MODELED GRAVITY -    979,625.1   (mgal)                       NAVD 88
 DQ6625
 DQ6625  VERT ORDER      -  SECOND    CLASS I
 DQ6625
 DQ6625.The horizontal coordinates were established by autonomous hand held GPS
 DQ6625.observations and have an estimated accuracy of +/- 10 meters.
 DQ6625
 DQ6625.The orthometric height was determined by differential leveling and
 DQ6625.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6625.in November 2017.
 DQ6625
 DQ6625.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6625.GEOID18 height accuracy estimate available here.
 DQ6625
 DQ6625.Click photographs - Photos may exist for this station.
 DQ6625
 DQ6625.The dynamic height is computed by dividing the NAVD 88
 DQ6625.geopotential number by the normal gravity value computed on the
 DQ6625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6625.degrees latitude (g = 980.6199 gals.).
 DQ6625
 DQ6625.The modeled gravity was interpolated from observed gravity values.
 DQ6625
 DQ6625;                    North         East    Units  Estimated Accuracy
 DQ6625;SPC AR S     -   556,931.      244,618.      MT  (+/- 10 meters HH2 GPS)
 DQ6625
 DQ6625_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT3693170134(NAD 83)
 DQ6625
 DQ6625                          SUPERSEDED SURVEY CONTROL
 DQ6625
 DQ6625.No superseded survey control is available for this station.
 DQ6625
 DQ6625_MARKER: DB = BENCH MARK DISK
 DQ6625_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DQ6625_SP_SET: BRIDGE PARAPET WALL
 DQ6625_STAMPING: G 351 2017
 DQ6625_MARK LOGO: ARHD
 DQ6625_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ6625_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6625_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6625+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2017
 DQ6625
 DQ6625  HISTORY     - Date     Condition        Report By
 DQ6625  HISTORY     - 20171004 MONUMENTED       ARHD
 DQ6625
 DQ6625                          STATION DESCRIPTION
 DQ6625
 DQ6625'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2017 (JDH)
 DQ6625'THE STATION IS LOCATED ABOUT 10.7 MI (17.2 KM) WEST-NORTHWEST OF
 DQ6625'DELIGHT, 7.9 MI (12.7 KM) EAST-SOUTHEAST OF NATHAN AND 0.6 MI (1.0 KM)
 DQ6625'NORTH-NORTHEAST OF MURFREESBORO.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ6625'
 DQ6625'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 27 AND STATE HIGHWAY
 DQ6625'26, GO SOUTH ON HIGHWAY 27 FOR 0.1 MI (0.2 KM) TO THE STATION ON THE
 DQ6625'LEFT, IN THE SOUTHWEST PARAPET WALL OF THE PRAIRIE CREEK BRIDGE.
 DQ6625'
 DQ6625'IT IS 81 FT (24.7 M) NORTHWEST OF A TELEPHONE POLE, 20 FT (6.1 M)
 DQ6625'SOUTH OF HIGHWAY 27 CENTERLINE AND 9 FT (2.7 M) EAST OF A GUARDRAIL.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ8675 ***********************************************************************
 DQ8675  DESIGNATION -  G 352
 DQ8675  PID         -  DQ8675
 DQ8675  STATE/COUNTY-  AR/DREW
 DQ8675  COUNTRY     -  US
 DQ8675  USGS QUAD   -  SELMA (2017)
 DQ8675
 DQ8675                         *CURRENT SURVEY CONTROL
 DQ8675  ______________________________________________________________________
 DQ8675* NAD 83(1986) POSITION- 33 41 14.5    (N) 091 30 21.0    (W)   HD_HELD2
 DQ8675* NAVD 88 ORTHO HEIGHT -    46.897 (meters)      153.86  (feet) ADJUSTED
 DQ8675  ______________________________________________________________________
 DQ8675  GEOID HEIGHT    -        -26.028 (meters)                     GEOID18
 DQ8675  DYNAMIC HEIGHT  -         46.850 (meters)      153.71  (feet) COMP
 DQ8675  MODELED GRAVITY -    979,618.3   (mgal)                       NAVD 88
 DQ8675
 DQ8675  VERT ORDER      -  SECOND    CLASS I
 DQ8675
 DQ8675.The horizontal coordinates were established by autonomous hand held GPS
 DQ8675.observations and have an estimated accuracy of +/- 10 meters.
 DQ8675
 DQ8675.The orthometric height was determined by differential leveling and
 DQ8675.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8675.in July 2018.
 DQ8675
 DQ8675.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8675.GEOID18 height accuracy estimate available here.
 DQ8675
 DQ8675.Click photographs - Photos may exist for this station.
 DQ8675
 DQ8675.The dynamic height is computed by dividing the NAVD 88
 DQ8675.geopotential number by the normal gravity value computed on the
 DQ8675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8675.degrees latitude (g = 980.6199 gals.).
 DQ8675
 DQ8675.The modeled gravity was interpolated from observed gravity values.
 DQ8675
 DQ8675;                    North         East    Units  Estimated Accuracy
 DQ8675;SPC AR S     -   513,318.      445,817.      MT  (+/- 10 meters HH2 GPS)
 DQ8675
 DQ8675_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT3849228493(NAD 83)
 DQ8675
 DQ8675                          SUPERSEDED SURVEY CONTROL
 DQ8675
 DQ8675.No superseded survey control is available for this station.
 DQ8675
 DQ8675_MARKER: DB = BENCH MARK DISK
 DQ8675_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DQ8675_SP_SET: WATER WELL
 DQ8675_STAMPING: G 352 2018
 DQ8675_MARK LOGO: ARHD
 DQ8675_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ8675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ8675+STABILITY: SURFACE MOTION
 DQ8675_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ8675+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2018
 DQ8675
 DQ8675  HISTORY     - Date     Condition        Report By
 DQ8675  HISTORY     - 20180110 MONUMENTED       ARHD
 DQ8675
 DQ8675                          STATION DESCRIPTION
 DQ8675
 DQ8675'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (JDH)
 DQ8675'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) WEST-NORTHWEST OF
 DQ8675'MCGEHEE, 6.3 MI (10.1 KM) SOUTH-SOUTHWEST OF WINCHESTER AND 3.6 MI
 DQ8675'(5.8 KM) EAST OF SELMA.  OWNERSHIP--TILLAR FARMS.
 DQ8675'
 DQ8675'TO REACH FROM THE INTERSECTION OF US HIGHWAY 278 AND STATE HIGHWAY
 DQ8675'277, GO NORTH ON HIGHWAY 277 FOR 2.85 MI (4.59 KM) TO THE STATION ON
 DQ8675'THE RIGHT, IN THE CONCRETE BASE OF A WATER WELL.
 DQ8675'
 DQ8675'IT IS 63 FT (19.2 M) SOUTH OF HIGHWAY 277 CENTERLINE, 15 FT (4.6 M)
 DQ8675'SOUTH OF A POWER POLE AND 15 FT (4.6 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ8701 ***********************************************************************
 DQ8701  DESIGNATION -  G 353
 DQ8701  PID         -  DQ8701
 DQ8701  STATE/COUNTY-  AR/DREW
 DQ8701  COUNTRY     -  US
 DQ8701  USGS QUAD   -  WINCHESTER (2017)
 DQ8701
 DQ8701                         *CURRENT SURVEY CONTROL
 DQ8701  ______________________________________________________________________
 DQ8701* NAD 83(1986) POSITION- 33 46 30.5    (N) 091 27 45.6    (W)   HD_HELD2
 DQ8701* NAVD 88 ORTHO HEIGHT -    48.451 (meters)      158.96  (feet) ADJUSTED
 DQ8701  ______________________________________________________________________
 DQ8701  GEOID HEIGHT    -        -26.083 (meters)                     GEOID18
 DQ8701  DYNAMIC HEIGHT  -         48.401 (meters)      158.80  (feet) COMP
 DQ8701  MODELED GRAVITY -    979,624.6   (mgal)                       NAVD 88
 DQ8701
 DQ8701  VERT ORDER      -  SECOND    CLASS I
 DQ8701
 DQ8701.The horizontal coordinates were established by autonomous hand held GPS
 DQ8701.observations and have an estimated accuracy of +/- 10 meters.
 DQ8701
 DQ8701.The orthometric height was determined by differential leveling and
 DQ8701.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8701.in July 2018.
 DQ8701
 DQ8701.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8701.GEOID18 height accuracy estimate available here.
 DQ8701
 DQ8701.Click photographs - Photos may exist for this station.
 DQ8701
 DQ8701.The dynamic height is computed by dividing the NAVD 88
 DQ8701.geopotential number by the normal gravity value computed on the
 DQ8701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8701.degrees latitude (g = 980.6199 gals.).
 DQ8701
 DQ8701.The modeled gravity was interpolated from observed gravity values.
 DQ8701
 DQ8701;                    North         East    Units  Estimated Accuracy
 DQ8701;SPC AR S     -   523,074.      449,768.      MT  (+/- 10 meters HH2 GPS)
 DQ8701
 DQ8701_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT4234838286(NAD 83)
 DQ8701
 DQ8701                          SUPERSEDED SURVEY CONTROL
 DQ8701
 DQ8701.No superseded survey control is available for this station.
 DQ8701
 DQ8701_MARKER: DB = BENCH MARK DISK
 DQ8701_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DQ8701_SP_SET: BRIDGE ABUTMENT
 DQ8701_STAMPING: G 353 2018
 DQ8701_MARK LOGO: ARHD
 DQ8701_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ8701_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8701_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ8701+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2018
 DQ8701
 DQ8701  HISTORY     - Date     Condition        Report By
 DQ8701  HISTORY     - 20180306 MONUMENTED       ARHD
 DQ8701
 DQ8701                          STATION DESCRIPTION
 DQ8701
 DQ8701'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (JDH)
 DQ8701'THE STATION IS LOCATED ABOUT 8.1 MI (13.0 KM) NORTHEAST OF SELMA, 7.9
 DQ8701'MI (12.7 KM) SOUTH-SOUTHEAST OF DUMAS AND 0.7 MI (1.1 KM) EAST OF
 DQ8701'WINCHESTER.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ8701'
 DQ8701'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 138,
 DQ8701'GO SOUTH ON HIGHWAY 65 FOR 0.1 MI (0.2 KM) TO THE STATION ON THE LEFT,
 DQ8701'IN THE BRIDGE ABUTMENT OF THE SE CORNER OF THE BAYOU BRIDGE.
 DQ8701'
 DQ8701'IT IS 22 FT (6.7 M) EAST OF HIGHWAY 65 NORTH BOUND LANE CENTERLINE AND
 DQ8701'3 FT (0.9 M) NORTH OF A GUARDRAIL.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR1110 ***********************************************************************
 DR1110  DESIGNATION -  G 354
 DR1110  PID         -  DR1110
 DR1110  STATE/COUNTY-  AR/CLARK
 DR1110  COUNTRY     -  US
 DR1110  USGS QUAD   -  ARKADELPHIA (2017)
 DR1110
 DR1110                         *CURRENT SURVEY CONTROL
 DR1110  ______________________________________________________________________
 DR1110* NAD 83(1986) POSITION- 34 03 35.0    (N) 093 06 22.3    (W)   HD_HELD2
 DR1110* NAVD 88 ORTHO HEIGHT -    82.383 (meters)      270.28  (feet) ADJUSTED
 DR1110  ______________________________________________________________________
 DR1110  GEOID HEIGHT    -        -26.811 (meters)                     GEOID18
 DR1110  DYNAMIC HEIGHT  -         82.300 (meters)      270.01  (feet) COMP
 DR1110  MODELED GRAVITY -    979,633.3   (mgal)                       NAVD 88
 DR1110
 DR1110  VERT ORDER      -  SECOND    CLASS I
 DR1110
 DR1110.The horizontal coordinates were established by autonomous hand held GPS
 DR1110.observations and have an estimated accuracy of +/- 10 meters.
 DR1110
 DR1110.The orthometric height was determined by differential leveling and
 DR1110.adjusted by the NATIONAL GEODETIC SURVEY
 DR1110.in February 2019.
 DR1110
 DR1110.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR1110.GEOID18 height accuracy estimate available here.
 DR1110
 DR1110.Click photographs - Photos may exist for this station.
 DR1110
 DR1110.The dynamic height is computed by dividing the NAVD 88
 DR1110.geopotential number by the normal gravity value computed on the
 DR1110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR1110.degrees latitude (g = 980.6199 gals.).
 DR1110
 DR1110.The modeled gravity was interpolated from observed gravity values.
 DR1110
 DR1110;                    North         East    Units  Estimated Accuracy
 DR1110;SPC AR S     -   555,059.      297,886.      MT  (+/- 10 meters HH2 GPS)
 DR1110
 DR1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT9020068782(NAD 83)
 DR1110
 DR1110                          SUPERSEDED SURVEY CONTROL
 DR1110
 DR1110.No superseded survey control is available for this station.
 DR1110
 DR1110_MARKER: DB = BENCH MARK DISK
 DR1110_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DR1110_SP_SET: HEADWALL
 DR1110_STAMPING: G 354 2018
 DR1110_MARK LOGO: ARHD
 DR1110_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR1110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR1110+STABILITY: SURFACE MOTION
 DR1110_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR1110+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2018
 DR1110
 DR1110  HISTORY     - Date     Condition        Report By
 DR1110  HISTORY     - 20181107 MONUMENTED       ARHD
 DR1110
 DR1110                          STATION DESCRIPTION
 DR1110
 DR1110'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (JDH)
 DR1110'THE STATION IS LOCATED ABOUT 8.3 MI (13.4 KM) SOUTH-SOUTHEAST OF DE
 DR1110'GRAY, 5.2 MI (8.4 KM) SOUTHWEST OF ARKADELPHIA AND 4.3 MI (6.9 KM)
 DR1110'NORTH OF CURTIS.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR1110'
 DR1110'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 26 AND US HIGHWAY 67,
 DR1110'GO WEST ON HIGHWAY 26 FOR 0.4 MI (0.6 KM) TO THE STATION ON THE LEFT.
 DR1110'
 DR1110'IT IS 50 FT (15.2 M) SOUTH OF HIGHWAY 26 CENTERLINE, 21 FT (6.4 M)
 DR1110'NORTH OF A WEB WIRE FENCE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR3448 ***********************************************************************
 DR3448  DESIGNATION -  G 355
 DR3448  PID         -  DR3448
 DR3448  STATE/COUNTY-  AR/MISSISSIPPI
 DR3448  COUNTRY     -  US
 DR3448  USGS QUAD   -  KEISER (2017)
 DR3448
 DR3448                         *CURRENT SURVEY CONTROL
 DR3448  ______________________________________________________________________
 DR3448* NAD 83(1986) POSITION- 35 43 19.0    (N) 090 02 03.9    (W)   HD_HELD2
 DR3448* NAVD 88 ORTHO HEIGHT -    77.528 (meters)      254.36  (feet) ADJUSTED
 DR3448  ______________________________________________________________________
 DR3448  GEOID HEIGHT    -        -27.749 (meters)                     GEOID18
 DR3448  DYNAMIC HEIGHT  -         77.462 (meters)      254.14  (feet) COMP
 DR3448  MODELED GRAVITY -    979,780.7   (mgal)                       NAVD 88
 DR3448
 DR3448  VERT ORDER      -  FIRST     CLASS II
 DR3448
 DR3448.The horizontal coordinates were established by autonomous hand held GPS
 DR3448.observations and have an estimated accuracy of +/- 10 meters.
 DR3448
 DR3448.The orthometric height was determined by differential leveling and
 DR3448.adjusted by the NATIONAL GEODETIC SURVEY
 DR3448.in June 2020.
 DR3448
 DR3448.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR3448.GEOID18 height accuracy estimate available here.
 DR3448
 DR3448.Click photographs - Photos may exist for this station.
 DR3448
 DR3448.The dynamic height is computed by dividing the NAVD 88
 DR3448.geopotential number by the normal gravity value computed on the
 DR3448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR3448.degrees latitude (g = 980.6199 gals.).
 DR3448
 DR3448.The modeled gravity was interpolated from observed gravity values.
 DR3448
 DR3448;                    North         East    Units  Estimated Accuracy
 DR3448;SPC AR N     -   155,830.      577,822.      MT  (+/- 10 meters HH2 GPS)
 DR3448
 DR3448_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6825457164(NAD 83)
 DR3448
 DR3448                          SUPERSEDED SURVEY CONTROL
 DR3448
 DR3448.No superseded survey control is available for this station.
 DR3448
 DR3448_MARKER: DB = BENCH MARK DISK
 DR3448_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DR3448_SP_SET: BRIDGE ABUTMENT
 DR3448_STAMPING: G 355 2019
 DR3448_MARK LOGO: ARHD
 DR3448_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR3448_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR3448_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR3448+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2019
 DR3448
 DR3448  HISTORY     - Date     Condition        Report By
 DR3448  HISTORY     - 20190812 MONUMENTED       ARHD
 DR3448
 DR3448                          STATION DESCRIPTION
 DR3448
 DR3448'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2019 (JDH)
 DR3448'THE STATION IS LOCATED ABOUT 6.4 MI (10.3 KM) WEST-SOUTHWEST OF
 DR3448'LUXORA, 4.9 MI (7.9 KM) NORTHEAST OF KEISER AND 3.8 MI (6.1 KM)
 DR3448'WEST-NORTHWEST OF OSCEOLA.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR3448'
 DR3448'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 119 AND STATE HIGHWAY
 DR3448'140, GO NORTH ON HIGHWAY 119 FOR 2.7 MI (4.3 KM) TO THE STATION ON THE
 DR3448'LEFT, IN THE SOUTHWEST CORNER OF THE I-55 OVERPASS BRIDGE ABUTMENT.
 DR3448'
 DR3448'IT IS 18 FT (5.5 M) SOUTH OF HIGHWAY 119 CENTERLINE, 10 FT (3.0 M)
 DR3448'SOUTHWEST OF THE SOUTHWEST CORNER OF THE I-55 OVERPASS BRIDGE
 DR3448'ABUTMENT.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR7088 ***********************************************************************
 DR7088  DESIGNATION -  G 356
 DR7088  PID         -  DR7088
 DR7088  STATE/COUNTY-  AR/CRITTENDEN
 DR7088  COUNTRY     -  US
 DR7088  USGS QUAD   -  WEST MEMPHIS (2017)
 DR7088
 DR7088                         *CURRENT SURVEY CONTROL
 DR7088  ______________________________________________________________________
 DR7088* NAD 83(1986) POSITION- 35 09 12.3    (N) 090 07 42.8    (W)   HD_HELD2
 DR7088* NAVD 88 ORTHO HEIGHT -    65.479 (meters)      214.83  (feet) ADJUSTED
 DR7088  ______________________________________________________________________
 DR7088  GEOID HEIGHT    -        -27.324 (meters)                     GEOID18
 DR7088  DYNAMIC HEIGHT  -         65.420 (meters)      214.63  (feet) COMP
 DR7088  MODELED GRAVITY -    979,732.1   (mgal)                       NAVD 88
 DR7088
 DR7088  VERT ORDER      -  SECOND    CLASS I
 DR7088
 DR7088.The horizontal coordinates were established by autonomous hand held GPS
 DR7088.observations and have an estimated accuracy of +/- 10 meters.
 DR7088
 DR7088.The orthometric height was determined by differential leveling and
 DR7088.adjusted by the NATIONAL GEODETIC SURVEY
 DR7088.in January 2022.
 DR7088
 DR7088.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7088.GEOID18 height accuracy estimate available here.
 DR7088
 DR7088.Click photographs - Photos may exist for this station.
 DR7088
 DR7088.The dynamic height is computed by dividing the NAVD 88
 DR7088.geopotential number by the normal gravity value computed on the
 DR7088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7088.degrees latitude (g = 980.6199 gals.).
 DR7088
 DR7088.The modeled gravity was interpolated from observed gravity values.
 DR7088
 DR7088;                    North         East    Units  Estimated Accuracy
 DR7088;SPC AR N     -    92,602.      570,505.      MT  (+/- 10 meters HH2 GPS)
 DR7088
 DR7088_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6157193832(NAD 83)
 DR7088
 DR7088                          SUPERSEDED SURVEY CONTROL
 DR7088
 DR7088.No superseded survey control is available for this station.
 DR7088
 DR7088_MARKER: DB = BENCH MARK DISK
 DR7088_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR7088_SP_SET: MANHOLE
 DR7088_STAMPING: G 356 2021
 DR7088_MARK LOGO: ARHD
 DR7088_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR7088_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR7088_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR7088+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2021
 DR7088
 DR7088  HISTORY     - Date     Condition        Report By
 DR7088  HISTORY     - 20210630 MONUMENTED       ARHD
 DR7088
 DR7088                          STATION DESCRIPTION
 DR7088
 DR7088'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2021 (JDH)
 DR7088'THE MARK IS LOCATED ABOUT 10.8 MI (17.4 KM) EAST-NORTHEAST OF
 DR7088'EDMONDSON, 10.7 MI (17.2 KM) SOUTH-SOUTHEAST OF JERICHO AND 3.2 MI
 DR7088'(5.1 KM) EAST OF WEST MEMPHIS.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7088'
 DR7088'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 131 AND CITY STREET
 DR7088'PETRO STREET, GO WEST ALONG PETRO STREET FOR 0.1 MI (0.2 KM) TO THE
 DR7088'STATION ON THE LEFT, IN THE SOUTH EDGE OF A SEWER MANHOLE.
 DR7088'
 DR7088'IT IS 26 FT (7.9 M) SOUTH OF PETRO ROAD CENTERLINE, 12 FT (3.7 M) WEST
 DR7088'OF A CHAIN-LINK FENCE CORNER AND 11 FT (3.4 M) EAST OF A TELEPHONE
 DR7088'FLAT BOX.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR7309 ***********************************************************************
 DR7309  DESIGNATION -  G 357
 DR7309  PID         -  DR7309
 DR7309  STATE/COUNTY-  AR/FULTON
 DR7309  COUNTRY     -  US
 DR7309  USGS QUAD   -  STUART (2017)
 DR7309
 DR7309                         *CURRENT SURVEY CONTROL
 DR7309  ______________________________________________________________________
 DR7309* NAD 83(1986) POSITION- 36 15 12.2    (N) 091 34 51.1    (W)   HD_HELD2
 DR7309* NAVD 88 ORTHO HEIGHT -   186.079 (meters)      610.49  (feet) ADJUSTED
 DR7309  ______________________________________________________________________
 DR7309  GEOID HEIGHT    -        -28.262 (meters)                     GEOID18
 DR7309  DYNAMIC HEIGHT  -        185.921 (meters)      609.98  (feet) COMP
 DR7309  MODELED GRAVITY -    979,781.1   (mgal)                       NAVD 88
 DR7309
 DR7309  VERT ORDER      -  SECOND    CLASS I
 DR7309
 DR7309.The horizontal coordinates were established by autonomous hand held GPS
 DR7309.observations and have an estimated accuracy of +/- 10 meters.
 DR7309
 DR7309.The orthometric height was determined by differential leveling and
 DR7309.adjusted by the NATIONAL GEODETIC SURVEY
 DR7309.in January 2022.
 DR7309
 DR7309.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7309.GEOID18 height accuracy estimate available here.
 DR7309
 DR7309.Click photographs - Photos may exist for this station.
 DR7309
 DR7309.The dynamic height is computed by dividing the NAVD 88
 DR7309.geopotential number by the normal gravity value computed on the
 DR7309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7309.degrees latitude (g = 980.6199 gals.).
 DR7309
 DR7309.The modeled gravity was interpolated from observed gravity values.
 DR7309
 DR7309;                    North         East    Units  Estimated Accuracy
 DR7309;SPC AR N     -   213,102.      437,670.      MT  (+/- 10 meters HH2 GPS)
 DR7309
 DR7309_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA2749712987(NAD 83)
 DR7309
 DR7309                          SUPERSEDED SURVEY CONTROL
 DR7309
 DR7309.No superseded survey control is available for this station.
 DR7309
 DR7309_MARKER: DB = BENCH MARK DISK
 DR7309_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DR7309_SP_SET: HEADWALL
 DR7309_STAMPING: G 357 2021
 DR7309_MARK LOGO: ARHD
 DR7309_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR7309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR7309+STABILITY: SURFACE MOTION
 DR7309_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7309+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2021
 DR7309
 DR7309  HISTORY     - Date     Condition        Report By
 DR7309  HISTORY     - 20210901 MONUMENTED       ARHD
 DR7309
 DR7309                          STATION DESCRIPTION
 DR7309
 DR7309'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2021 (JDH)
 DR7309'THE MARK IS LOCATED ABOUT 6.4 MI (10.3 KM) EAST-SOUTHEAST OF AGNOS,
 DR7309'3.6 MI (5.8 KM) WEST-SOUTHWEST OF STUART AND 2.5 MI (4.0 KM) NORTHEAST
 DR7309'OF ASH FLAT.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7309'
 DR7309'TO REACH FROM THE INTERSECTION OF US HIGHWAY 62/412 AND US HIGHWAY
 DR7309'167, GO EAST ALONG HIGHWAY 62/412 FOR 1.7 MI (2.7 KM) TO THE STATION
 DR7309'ON THE RIGHT, IN THE WEST END OF THE SOUTH HEADWALL.
 DR7309'
 DR7309'IT IS 82 FT (25.0 M) NORTHEAST OF AN ASPHALT DRIVE CENTERLINE AND 52
 DR7309'FT (15.8 M) SOUTHEAST OF HIGHWAY 62/412 CENTERLINE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR7605 ***********************************************************************
 DR7605  DESIGNATION -  G 358
 DR7605  PID         -  DR7605
 DR7605  STATE/COUNTY-  AR/PRAIRIE
 DR7605  COUNTRY     -  US
 DR7605  USGS QUAD   -  HAZEN (2017)
 DR7605
 DR7605                         *CURRENT SURVEY CONTROL
 DR7605  ______________________________________________________________________
 DR7605* NAD 83(1986) POSITION- 34 46 49.6    (N) 091 35 14.7    (W)   HD_HELD2
 DR7605* NAVD 88 ORTHO HEIGHT -    68.255 (meters)      223.93  (feet) ADJUSTED
 DR7605  ______________________________________________________________________
 DR7605  GEOID HEIGHT    -        -26.941 (meters)                     GEOID18
 DR7605  DYNAMIC HEIGHT  -         68.191 (meters)      223.72  (feet) COMP
 DR7605  MODELED GRAVITY -    979,693.6   (mgal)                       NAVD 88
 DR7605
 DR7605  VERT ORDER      -  SECOND    CLASS I
 DR7605
 DR7605.The horizontal coordinates were established by autonomous hand held GPS
 DR7605.observations and have an estimated accuracy of +/- 10 meters.
 DR7605
 DR7605.The orthometric height was determined by differential leveling and
 DR7605.adjusted by the NATIONAL GEODETIC SURVEY
 DR7605.in June 2022.
 DR7605
 DR7605.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7605.GEOID18 height accuracy estimate available here.
 DR7605
 DR7605.Click photographs - Photos may exist for this station.
 DR7605
 DR7605.The dynamic height is computed by dividing the NAVD 88
 DR7605.geopotential number by the normal gravity value computed on the
 DR7605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7605.degrees latitude (g = 980.6199 gals.).
 DR7605
 DR7605.The modeled gravity was interpolated from observed gravity values.
 DR7605
 DR7605;                    North         East    Units  Estimated Accuracy
 DR7605;SPC AR S     -   634,528.      437,764.      MT  (+/- 10 meters HH2 GPS)
 DR7605
 DR7605_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU2924849604(NAD 83)
 DR7605
 DR7605                          SUPERSEDED SURVEY CONTROL
 DR7605
 DR7605.No superseded survey control is available for this station.
 DR7605
 DR7605_MARKER: DB = BENCH MARK DISK
 DR7605_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DR7605_SP_SET: HEADWALL
 DR7605_STAMPING: G 358 2021
 DR7605_MARK LOGO: ARHD
 DR7605_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR7605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR7605+STABILITY: SURFACE MOTION
 DR7605_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR7605+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2021
 DR7605
 DR7605  HISTORY     - Date     Condition        Report By
 DR7605  HISTORY     - 20211123 MONUMENTED       ARHD
 DR7605
 DR7605                          STATION DESCRIPTION
 DR7605
 DR7605'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2021 (JDH)
 DR7605'THE MARK IS LOCATED ABOUT 9.1 MI (14.6 KM) NORTH OF SLOVAK, 9.0 MI
 DR7605'(14.5 KM) EAST OF CARLISLE AND IN THE TOWN OF HAZEN, AR.
 DR7605'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7605'
 DR7605'TO REACH FROM THE INTERSECTION OF US HIGHWAY 63 AND US HIGHWAY 70,
 DR7605'HEAD WEST ALONG HIGHWAY 70 FOR 1.10 MI (1.77 KM) TO THE STATION ON THE
 DR7605'LEFT, IN THE CENTER OF THE SOUTH HEADWALL.
 DR7605'
 DR7605'IT IS 56 FT (17.1 M) WEST OF ASPHALT DRIVE CENTERLINE, 43 FT (13.1 M)
 DR7605'SOUTH OF HIGHWAY 70 CENTERLINE, 35 FT (10.7 M) NORTH OF A CHAIN LINK
 DR7605'FENCE AND 31 FT (9.4 M) WEST OF A 36 INCH (91 CM) CORRUGATED METAL
 DR7605'CULVERT.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR8571 ***********************************************************************
 DR8571  DESIGNATION -  G 359
 DR8571  PID         -  DR8571
 DR8571  STATE/COUNTY-  AR/FRANKLIN
 DR8571  COUNTRY     -  US
 DR8571  USGS QUAD   -  WATALULA (2017)
 DR8571
 DR8571                         *CURRENT SURVEY CONTROL
 DR8571  ______________________________________________________________________
 DR8571* NAD 83(1986) POSITION- 35 30 19.9    (N) 093 50 28.0    (W)   HD_HELD2
 DR8571* NAVD 88 ORTHO HEIGHT -   183.479 (meters)      601.96  (feet) ADJUSTED
 DR8571  ______________________________________________________________________
 DR8571  GEOID HEIGHT    -        -29.169 (meters)                     GEOID18
 DR8571  DYNAMIC HEIGHT  -        183.310 (meters)      601.41  (feet) COMP
 DR8571  MODELED GRAVITY -    979,713.3   (mgal)                       NAVD 88
 DR8571
 DR8571  VERT ORDER      -  SECOND    CLASS I
 DR8571
 DR8571.The horizontal coordinates were established by autonomous hand held GPS
 DR8571.observations and have an estimated accuracy of +/- 10 meters.
 DR8571
 DR8571.The orthometric height was determined by differential leveling and
 DR8571.adjusted by the NATIONAL GEODETIC SURVEY
 DR8571.in February 2023.
 DR8571
 DR8571.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8571.GEOID18 height accuracy estimate available here.
 DR8571
 DR8571.Click photographs - Photos may exist for this station.
 DR8571
 DR8571.The dynamic height is computed by dividing the NAVD 88
 DR8571.geopotential number by the normal gravity value computed on the
 DR8571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR8571.degrees latitude (g = 980.6199 gals.).
 DR8571
 DR8571.The modeled gravity was interpolated from observed gravity values.
 DR8571
 DR8571;                    North         East    Units  Estimated Accuracy
 DR8571;SPC AR N     -   131,606.      232,989.      MT  (+/- 10 meters HH2 GPS)
 DR8571
 DR8571_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV2372129431(NAD 83)
 DR8571
 DR8571                          SUPERSEDED SURVEY CONTROL
 DR8571
 DR8571.No superseded survey control is available for this station.
 DR8571
 DR8571_MARKER: DB = BENCH MARK DISK
 DR8571_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DR8571_SP_SET: SIGN BASE
 DR8571_STAMPING: G 359 2022
 DR8571_MARK LOGO: ARHD
 DR8571_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR8571_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR8571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR8571+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2022
 DR8571
 DR8571  HISTORY     - Date     Condition        Report By
 DR8571  HISTORY     - 20221102 MONUMENTED       ARHD
 DR8571
 DR8571                          STATION DESCRIPTION
 DR8571
 DR8571'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2022 (JDH)
 DR8571'THE MARK IS LOCATED ABOUT 5.2 MI (8.4 KM) SOUTHEAST OF CRAVENS, 4.7 MI
 DR8571'(7.6 KM) SOUTH OF WATALULA AND 1.5 MI (2.4 KM) NORTH-NORTHWEST OF
 DR8571'OZARK.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR8571'
 DR8571'TO REACH FROM THE INTERSECTION OF US HIGHWAY 64 AND STATE HIGHWAY 23
 DR8571'N, HEAD NORTH ALONG HIGHWAY 23 FOR 1.10 MI (1.77 KM) TO CITY STREET
 DR8571'AIRPORT.  TURN RIGHT AND GO EAST ALONG AIRPORT ROAD FOR 0.20 MI (0.32
 DR8571'KM) TO THE STATION ON THE RIGHT, IN A CONCRETE POST BASE.
 DR8571'
 DR8571'IT IS 25 FT (7.6 M) EAST OF AIRPORT ROAD CENTERLINE, 18 FT (5.5M)
 DR8571'NORTH OF A TELEPH0NE POLE, 1 FT (0.3 M) WEST OF A WITNESS POST
 DR8571'AND PIPE FENCE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0343 ***********************************************************************
 GF0343  DESIGNATION -  G 36
 GF0343  PID         -  GF0343
 GF0343  STATE/COUNTY-  AR/BOONE
 GF0343  COUNTRY     -  US
 GF0343  USGS QUAD   -  HARRISON (2017)
 GF0343
 GF0343                         *CURRENT SURVEY CONTROL
 GF0343  ______________________________________________________________________
 GF0343* NAD 83(1986) POSITION- 36 13 59.     (N) 093 06 03.     (W)   SCALED
 GF0343* NAVD 88 ORTHO HEIGHT -   335.896 (meters)     1102.02  (feet) ADJUSTED
 GF0343  ______________________________________________________________________
 GF0343  GEOID HEIGHT    -        -28.283 (meters)                     GEOID18
 GF0343  DYNAMIC HEIGHT  -        335.596 (meters)     1101.03  (feet) COMP
 GF0343  MODELED GRAVITY -    979,730.7   (mgal)                       NAVD 88
 GF0343
 GF0343  VERT ORDER      -  SECOND    CLASS 0
 GF0343
 GF0343.The horizontal coordinates were scaled from a map and have
 GF0343.an estimated accuracy of +/- 6 seconds.
 GF0343
 GF0343.The orthometric height was determined by differential leveling and
 GF0343.adjusted by the NATIONAL GEODETIC SURVEY
 GF0343.in June 1991.
 GF0343
 GF0343.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0343.GEOID18 height accuracy estimate available here.
 GF0343
 GF0343.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA909098(NAD 83)
 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
 GF0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0343.See file dsdata.pdf to determine how the superseded data were derived.
 GF0343
 GF0343_MARKER: DB = BENCH MARK DISK
 GF0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0343_STAMPING: G 36 1934
 GF0343_MARK LOGO: CGS
 GF0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0343+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DR9507 ***********************************************************************
 DR9507  DESIGNATION -  G 360
 DR9507  PID         -  DR9507
 DR9507  STATE/COUNTY-  AR/FAULKNER
 DR9507  COUNTRY     -  US
 DR9507  USGS QUAD   -  HAMLET (2017)
 DR9507
 DR9507                         *CURRENT SURVEY CONTROL
 DR9507  ______________________________________________________________________
 DR9507* NAD 83(1986) POSITION- 35 05 17.3    (N) 092 22 07.2    (W)   HD_HELD2
 DR9507* NAVD 88 ORTHO HEIGHT -   100.254 (meters)      328.92  (feet) ADJUSTED
 DR9507  ______________________________________________________________________
 DR9507  GEOID HEIGHT    -        -27.836 (meters)                     GEOID18
 DR9507  DYNAMIC HEIGHT  -        100.160 (meters)      328.61  (feet) COMP
 DR9507  MODELED GRAVITY -    979,695.4   (mgal)                       NAVD 88
 DR9507
 DR9507  VERT ORDER      -  FIRST     CLASS II
 DR9507
 DR9507.The horizontal coordinates were established by autonomous hand held GPS
 DR9507.observations and have an estimated accuracy of +/- 10 meters.
 DR9507
 DR9507.The orthometric height was determined by differential leveling and
 DR9507.adjusted by the NATIONAL GEODETIC SURVEY
 DR9507.in January 2024.
 DR9507
 DR9507.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9507.GEOID18 height accuracy estimate available here.
 DR9507
 DR9507.Click photographs - Photos may exist for this station.
 DR9507
 DR9507.The dynamic height is computed by dividing the NAVD 88
 DR9507.geopotential number by the normal gravity value computed on the
 DR9507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9507.degrees latitude (g = 980.6199 gals.).
 DR9507
 DR9507.The modeled gravity was interpolated from observed gravity values.
 DR9507
 DR9507;                    North         East    Units  Estimated Accuracy
 DR9507;SPC AR N     -    83,802.      366,382.      MT  (+/- 10 meters HH2 GPS)
 DR9507
 DR9507_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5754882999(NAD 83)
 DR9507
 DR9507                          SUPERSEDED SURVEY CONTROL
 DR9507
 DR9507.No superseded survey control is available for this station.
 DR9507
 DR9507_MARKER: DB = BENCH MARK DISK
 DR9507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR9507_STAMPING: G 360 2023
 DR9507_MARK LOGO: ARHD
 DR9507_PROJECTION: PROJECTING 15 CENTIMETERS
 DR9507_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR9507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR9507+STABILITY: SURFACE MOTION
 DR9507_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9507+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2023
 DR9507
 DR9507  HISTORY     - Date     Condition        Report By
 DR9507  HISTORY     - 20230920 MONUMENTED       ARHD
 DR9507
 DR9507                          STATION DESCRIPTION
 DR9507
 DR9507'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2023 (JDH)
 DR9507'THE MARK IS LOCATED ABOUT 7.9 MI (12.7 KM) SOUTHWEST OF HOLLAND, 4.2
 DR9507'MI (6.8 KM) EAST OF CONWAY AND 3.7 MI (6.0 KM) WEST OF HAMLET.
 DR9507'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR9507'
 DR9507'TO REACH FROM THE INTERSECTION OF US HIGHWAY 64 AND CITY STREET
 DR9507'RANCHETTE ROAD, HEAD SOUTH ALONG RANCHETTE ROAD FOR 0.1 MI (0.2 KM) TO
 DR9507'THE STATION ON THE LEFT.
 DR9507'
 DR9507'IT IS 116 FT (35.4 M) WEST OF THE NORTH POLE OF A TRANSFORMER LINE, 64
 DR9507'FT (19.5 M) SOUTH OF HIGHWAY 64 EDGE OF PAVEMENT, 45 FT (13.7 M)
 DR9507'SOUTHWEST OF A POWER POLE AND 26 FT (7.9 M) EAST OF RANCHETTE ROAD
 DR9507'CENTERLINE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DS1903 ***********************************************************************
 DS1903  DESIGNATION -  G 361
 DS1903  PID         -  DS1903
 DS1903  STATE/COUNTY-  AR/SCOTT
 DS1903  COUNTRY     -  US
 DS1903  USGS QUAD   -  WALDRON (2017)
 DS1903
 DS1903                         *CURRENT SURVEY CONTROL
 DS1903  ______________________________________________________________________
 DS1903* NAD 83(1986) POSITION- 34 53 05.4    (N) 094 05 05.6    (W)   HD_HELD2
 DS1903* NAVD 88 ORTHO HEIGHT -   229.617 (meters)      753.34  (feet) ADJUSTED
 DS1903  ______________________________________________________________________
 DS1903  GEOID HEIGHT    -        -30.631 (meters)                     GEOID18
 DS1903  DYNAMIC HEIGHT  -        229.378 (meters)      752.55  (feet) COMP
 DS1903  MODELED GRAVITY -    979,590.0   (mgal)                       NAVD 88
 DS1903
 DS1903  VERT ORDER      -  FIRST     CLASS II
 DS1903
 DS1903.The horizontal coordinates were established by autonomous hand held GPS
 DS1903.observations and have an estimated accuracy of +/- 10 meters.
 DS1903
 DS1903.The orthometric height was determined by differential leveling and
 DS1903.adjusted by the NATIONAL GEODETIC SURVEY
 DS1903.in August 2024.
 DS1903
 DS1903.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS1903.GEOID18 height accuracy estimate available here.
 DS1903
 DS1903.Click photographs - Photos may exist for this station.
 DS1903
 DS1903.The dynamic height is computed by dividing the NAVD 88
 DS1903.geopotential number by the normal gravity value computed on the
 DS1903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS1903.degrees latitude (g = 980.6199 gals.).
 DS1903
 DS1903.The modeled gravity was interpolated from observed gravity values.
 DS1903
 DS1903;                    North         East    Units  Estimated Accuracy
 DS1903;SPC AR N     -    63,203.      209,420.      MT  (+/- 10 meters HH2 GPS)
 DS1903
 DS1903_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU0086160808(NAD 83)
 DS1903
 DS1903                          SUPERSEDED SURVEY CONTROL
 DS1903
 DS1903.No superseded survey control is available for this station.
 DS1903
 DS1903_MARKER: DV = VERTICAL CONTROL DISK
 DS1903_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DS1903+WITH SETTING: PAVEMENT
 DS1903_SP_SET: BASE FOUNDATION
 DS1903_STAMPING: G 361 2024
 DS1903_MARK LOGO: ARHD
 DS1903_PROJECTION: FLUSH
 DS1903_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS1903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS1903+STABILITY: SURFACE MOTION
 DS1903_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DS1903+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2024
 DS1903
 DS1903  HISTORY     - Date     Condition        Report By
 DS1903  HISTORY     - 20240328 MONUMENTED       ARHD
 DS1903
 DS1903                          STATION DESCRIPTION
 DS1903
 DS1903'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (JDH)
 DS1903'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) NORTH-NORTHWEST OF BOLES,
 DS1903'6.6 MI (10.6 KM) SOUTHEAST OF HON AND 1.0 MI (1.6 KM) SOUTH-SOUTHEAST
 DS1903'OF WALDRON.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DS1903'
 DS1903'TO REACH FROM THE INTERSECTION OF HIGHWAY 71 AND HIGHWAY 71B TRAVEL
 DS1903'NORTH DOWN HIGHWAY 71B FOR 2 MI (3.2 KM) TO THE STATION ON THE LEFT, A
 DS1903'ALUMINUM CAP SET IN A 5X5 ABANDONED BASE FOUNDATION.
 DS1903'
 DS1903'IT IS 155 FT (47.2 M) NORTHEAST OF CORS STATION, 25 FT (7.6 M) WEST OF
 DS1903'THE SOUTHWEST CORNER OF RE OFFICE AND 24 FT (7.3 M) SOUTHWEST OF THE
 DS1903'NORTHEAST CORNER OF CHAIN LINK FENCE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DS1926 ***********************************************************************
 DS1926  DESIGNATION -  G 362
 DS1926  PID         -  DS1926
 DS1926  STATE/COUNTY-  AR/MISSISSIPPI
 DS1926  COUNTRY     -  US
 DS1926  USGS QUAD   -  MANILA NORTH (2017)
 DS1926
 DS1926                         *CURRENT SURVEY CONTROL
 DS1926  ______________________________________________________________________
 DS1926* NAD 83(1986) POSITION- 35 53 14.1    (N) 090 09 58.0    (W)   HD_HELD2
 DS1926* NAVD 88 ORTHO HEIGHT -    73.187 (meters)      240.11  (feet) ADJUSTED
 DS1926  ______________________________________________________________________
 DS1926  GEOID HEIGHT    -        -28.053 (meters)                     GEOID18
 DS1926  DYNAMIC HEIGHT  -         73.125 (meters)      239.91  (feet) COMP
 DS1926  MODELED GRAVITY -    979,786.3   (mgal)                       NAVD 88
 DS1926
 DS1926  VERT ORDER      -  SECOND    CLASS I
 DS1926
 DS1926.The horizontal coordinates were established by autonomous hand held GPS
 DS1926.observations and have an estimated accuracy of +/- 10 meters.
 DS1926
 DS1926.The orthometric height was determined by differential leveling and
 DS1926.adjusted by the NATIONAL GEODETIC SURVEY
 DS1926.in September 2024.
 DS1926
 DS1926.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS1926.GEOID18 height accuracy estimate available here.
 DS1926
 DS1926.Click photographs - Photos may exist for this station.
 DS1926
 DS1926.The dynamic height is computed by dividing the NAVD 88
 DS1926.geopotential number by the normal gravity value computed on the
 DS1926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS1926.degrees latitude (g = 980.6199 gals.).
 DS1926
 DS1926.The modeled gravity was interpolated from observed gravity values.
 DS1926
 DS1926;                    North         East    Units  Estimated Accuracy
 DS1926;SPC AR N     -   173,938.      565,567.      MT  (+/- 10 meters HH2 GPS)
 DS1926
 DS1926_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV5580775153(NAD 83)
 DS1926
 DS1926                          SUPERSEDED SURVEY CONTROL
 DS1926
 DS1926.No superseded survey control is available for this station.
 DS1926
 DS1926_MARKER: DB = BENCH MARK DISK
 DS1926_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DS1926_SP_SET: DROP INLET
 DS1926_STAMPING: G 362 2024
 DS1926_MARK LOGO: ARHD
 DS1926_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS1926_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS1926_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS1926+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2024
 DS1926
 DS1926  HISTORY     - Date     Condition        Report By
 DS1926  HISTORY     - 20240611 MONUMENTED       ARHD
 DS1926
 DS1926                          STATION DESCRIPTION
 DS1926
 DS1926'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (JDH)
 DS1926'THE MARK IS LOCATED ABOUT 7.3 MI (11.7 KM) WEST-NORTHWEST OF DELL, 6.1
 DS1926'MI (9.8 KM) EAST-SOUTHEAST OF LEACHVILLE AND IN THE TOWN OF MANILA,
 DS1926'AR.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DS1926'
 DS1926'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 77 AND STATE HIGHWAY
 DS1926'18B, HEAD EAST ALONG HIGHWAY 18B FOR 0.6 MI (1.0 KM) TO THE STATION ON
 DS1926'THE RIGHT, AN ALUMINUM CAP SET IN THE SOUTHWEST CORNER OF THE DROP
 DS1926'INLET.
 DS1926'
 DS1926'IT IS 32 FT (9.8 M) SOUTH OF EAST LAKE STREET CENTERLINE, 22 FT (6.7
 DS1926'M) EAST OF AN ASPHALT CUT STREET, 6 FT (1.8 M) SOUTHEAST OF A POWER
 DS1926'POLE AND 5 FT (1.5 M) EAST OF A TELEPHONE BOX.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DS2477 ***********************************************************************
 DS2477  DESIGNATION -  G 363
 DS2477  PID         -  DS2477
 DS2477  STATE/COUNTY-  AR/COLUMBIA
 DS2477  COUNTRY     -  US
 DS2477  USGS QUAD   -  MAGNOLIA (2017)
 DS2477
 DS2477                         *CURRENT SURVEY CONTROL
 DS2477  ______________________________________________________________________
 DS2477* NAD 83(1986) POSITION- 33 20 41.2    (N) 093 12 42.0    (W)   HD_HELD2
 DS2477* NAVD 88 ORTHO HEIGHT -    99.087 (meters)      325.09  (feet) ADJUSTED
 DS2477  ______________________________________________________________________
 DS2477  GEOID HEIGHT    -        -26.470 (meters)                     GEOID18
 DS2477  DYNAMIC HEIGHT  -         98.981 (meters)      324.74  (feet) COMP
 DS2477  MODELED GRAVITY -    979,568.4   (mgal)                       NAVD 88
 DS2477
 DS2477  VERT ORDER      -  SECOND    CLASS I
 DS2477
 DS2477.The horizontal coordinates were established by autonomous hand held GPS
 DS2477.observations and have an estimated accuracy of +/- 10 meters.
 DS2477
 DS2477.The orthometric height was determined by differential leveling and
 DS2477.adjusted by the NATIONAL GEODETIC SURVEY
 DS2477.in October 2024.
 DS2477
 DS2477.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS2477.GEOID18 height accuracy estimate available here.
 DS2477
 DS2477.Click photographs - Photos may exist for this station.
 DS2477
 DS2477.The dynamic height is computed by dividing the NAVD 88
 DS2477.geopotential number by the normal gravity value computed on the
 DS2477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS2477.degrees latitude (g = 980.6199 gals.).
 DS2477
 DS2477.The modeled gravity was interpolated from observed gravity values.
 DS2477
 DS2477;                    North         East    Units  Estimated Accuracy
 DS2477;SPC AR S     -   475,879.      287,212.      MT  (+/- 10 meters HH2 GPS)
 DS2477
 DS2477_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS8030489530(NAD 83)
 DS2477
 DS2477                          SUPERSEDED SURVEY CONTROL
 DS2477
 DS2477.No superseded survey control is available for this station.
 DS2477
 DS2477_MARKER: DB = BENCH MARK DISK
 DS2477_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DS2477_SP_SET: HEADWALL
 DS2477_STAMPING: G 363 2024
 DS2477_MARK LOGO: ARHD
 DS2477_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS2477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS2477+STABILITY: SURFACE MOTION
 DS2477_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS2477+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2024
 DS2477
 DS2477  HISTORY     - Date     Condition        Report By
 DS2477  HISTORY     - 20240903 MONUMENTED       ARHD
 DS2477
 DS2477                          STATION DESCRIPTION
 DS2477
 DS2477'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (JDH)
 DS2477'THE MARK IS LOCATED ABOUT 5.6 MI (9.0 KM) NORTH-NORTHEAST OF MAGNOLIA,
 DS2477'5.6 MI (9.0 KM) SOUTHEAST OF LAMARTINE AND 4.9 MI (7.9 KM) EAST OF
 DS2477'WALDO.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DS2477'
 DS2477'TO REACH FROM THE INTERSECTION OF US HIGHWAY 79 AND STATE HIGHWAY 98,
 DS2477'HEAD WAEST ALONG HIGHWAY 98 FOR 0.50 MI (0.80 KM) TO THE STATION ON
 DS2477'THE LEFT, AN ALUMINUM CAP SET IN THE CENTER OF THE SOUTH HEADWALL.
 DS2477'
 DS2477'IT IS 76 FT (23.2 M) SOUTHEAST OF A POWER POLE WITH LIGHT, 36 FT (11.0
 DS2477'M) EAST OF MULERIDER TRAIL CENTERLINE AND 25 FT (7.6 M) SOUTH OF
 DS2477'HIGHWAY 98 CENTERLINE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DS3559 ***********************************************************************
 DS3559  DESIGNATION -  G 364
 DS3559  PID         -  DS3559
 DS3559  STATE/COUNTY-  AR/MILLER
 DS3559  COUNTRY     -  US
 DS3559  USGS QUAD   -  MANDEVILLE (2017)
 DS3559
 DS3559                         *CURRENT SURVEY CONTROL
 DS3559  ______________________________________________________________________
 DS3559* NAD 83(1986) POSITION- 33 24 59.9    (N) 093 58 40.9    (W)   HD_HELD2
 DS3559* NAVD 88 ORTHO HEIGHT -   143.557 (meters)      470.99  (feet) ADJUSTED
 DS3559  ______________________________________________________________________
 DS3559  GEOID HEIGHT    -        -26.885 (meters)                     GEOID18
 DS3559  DYNAMIC HEIGHT  -        143.404 (meters)      470.48  (feet) COMP
 DS3559  MODELED GRAVITY -    979,569.7   (mgal)                       NAVD 88
 DS3559
 DS3559  VERT ORDER      -  FIRST     CLASS II
 DS3559
 DS3559.The horizontal coordinates were established by autonomous hand held GPS
 DS3559.observations and have an estimated accuracy of +/- 10 meters.
 DS3559
 DS3559.The orthometric height was determined by differential leveling and
 DS3559.adjusted by the NATIONAL GEODETIC SURVEY
 DS3559.in January 2026.
 DS3559
 DS3559.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3559.GEOID18 height accuracy estimate available here.
 DS3559
 DS3559.Click photographs - Photos may exist for this station.
 DS3559
 DS3559.The dynamic height is computed by dividing the NAVD 88
 DS3559.geopotential number by the normal gravity value computed on the
 DS3559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS3559.degrees latitude (g = 980.6199 gals.).
 DS3559
 DS3559.The modeled gravity was interpolated from observed gravity values.
 DS3559
 DS3559;                    North         East    Units  Estimated Accuracy
 DS3559;SPC AR S     -   484,959.      216,036.      MT  (+/- 10 meters HH2 GPS)
 DS3559
 DS3559_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS0906697904(NAD 83)
 DS3559
 DS3559                          SUPERSEDED SURVEY CONTROL
 DS3559
 DS3559.No superseded survey control is available for this station.
 DS3559
 DS3559_MARKER: DB = BENCH MARK DISK
 DS3559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS3559_STAMPING: G 364 2025
 DS3559_MARK LOGO: ARHD
 DS3559_PROJECTION: PROJECTING 5 CENTIMETERS
 DS3559_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS3559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS3559+STABILITY: SURFACE MOTION
 DS3559_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3559+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2025
 DS3559
 DS3559  HISTORY     - Date     Condition        Report By
 DS3559  HISTORY     - 20250603 MONUMENTED       ARHD
 DS3559
 DS3559                          STATION DESCRIPTION
 DS3559
 DS3559'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2025 (JDH)
 DS3559'THE MARK IS LOCATED ABOUT 10.2 MI (16.4 KM) SOUTH-SOUTHWEST OF HOMAN,
 DS3559'4.6 MI (7.4 KM) SOUTH OF MANDEVILLE AND 3.8 MI (6.1 KM) EAST-SOUTHEAST
 DS3559'OF TEXARKANA.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DS3559'
 DS3559'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 237 AND US HIGHWAY 71,
 DS3559'HEAD NORTH ALONG HIGHWAY 237 FOR 3.3 MI (5.3 KM) TO THE STATION ON THE
 DS3559'RIGHT, AN ALUMINUM CAP SET IN A CUT OFF METAL PIPE SURROUNDED BY
 DS3559'CONCRETE.
 DS3559'
 DS3559'IT IS 44 FT (13.4 M) EAST OF HIGHWAY 237 CENTERLINE, 37 FT (11.3 M)
 DS3559'NORTH OF A COMBINATION POLE, 25 FT (7.6 M) WEST OF THE NORTH END OF
 DS3559'METAL GATE AND 23 FT (7.0 M) SOUTHEAST OF AN 18 INCH (46 CM) METAL
 DS3559'CULVERT.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DS3778 ***********************************************************************
 DS3778  DESIGNATION -  G 365
 DS3778  PID         -  DS3778
 DS3778  STATE/COUNTY-  AR/MADISON
 DS3778  COUNTRY     -  US
 DS3778  USGS QUAD   -  FORUM (2017)
 DS3778
 DS3778                         *CURRENT SURVEY CONTROL
 DS3778  ______________________________________________________________________
 DS3778* NAD 83(1986) POSITION- 36 10 19.8    (N) 093 41 19.7    (W)   HD_HELD2
 DS3778* NAVD 88 ORTHO HEIGHT -   428.091 (meters)     1404.50  (feet) ADJUSTED
 DS3778  ______________________________________________________________________
 DS3778  GEOID HEIGHT    -        -28.047 (meters)                     GEOID18
 DS3778  DYNAMIC HEIGHT  -        427.703 (meters)     1403.22  (feet) COMP
 DS3778  MODELED GRAVITY -    979,712.6   (mgal)                       NAVD 88
 DS3778
 DS3778  VERT ORDER      -  SECOND    CLASS I
 DS3778
 DS3778.The horizontal coordinates were established by autonomous hand held GPS
 DS3778.observations and have an estimated accuracy of +/- 10 meters.
 DS3778
 DS3778.The orthometric height was determined by differential leveling and
 DS3778.adjusted by the NATIONAL GEODETIC SURVEY
 DS3778.in January 2026.
 DS3778
 DS3778.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3778.GEOID18 height accuracy estimate available here.
 DS3778
 DS3778.Click photographs - Photos may exist for this station.
 DS3778
 DS3778.The dynamic height is computed by dividing the NAVD 88
 DS3778.geopotential number by the normal gravity value computed on the
 DS3778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS3778.degrees latitude (g = 980.6199 gals.).
 DS3778
 DS3778.The modeled gravity was interpolated from observed gravity values.
 DS3778
 DS3778;                    North         East    Units  Estimated Accuracy
 DS3778;SPC AR N     -   205,312.      248,072.      MT  (+/- 10 meters HH2 GPS)
 DS3778
 DS3778_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA3805403264(NAD 83)
 DS3778
 DS3778                          SUPERSEDED SURVEY CONTROL
 DS3778
 DS3778.No superseded survey control is available for this station.
 DS3778
 DS3778_MARKER: DB = BENCH MARK DISK
 DS3778_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DS3778_SP_SET: HEADWALL
 DS3778_STAMPING: G 365 2025
 DS3778_MARK LOGO: ARHD
 DS3778_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS3778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS3778+STABILITY: SURFACE MOTION
 DS3778_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3778+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2025
 DS3778
 DS3778  HISTORY     - Date     Condition        Report By
 DS3778  HISTORY     - 20250924 MONUMENTED       ARHD
 DS3778
 DS3778                          STATION DESCRIPTION
 DS3778
 DS3778'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2025 (JDH)
 DS3778'THE MARK IS LOCATED ABOUT 6.6 MI (10.6 KM) NORTH-NORTHEAST OF
 DS3778'HUNTSVILLE, 6.1 MI (9.8 KM) WEST-NORTHWEST OF MARBLE AND 1.6 MI (2.6
 DS3778'KM) EAST-SOUTHEAST OF FORUM.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DS3778'
 DS3778'TO REACH FROM THE INTERSECTION OF US HIGHWAY 412 AND STATE HIGHWAY
 DS3778'127, HEAD NORTH ALONG HIGHWAY 127 FOR 2.95 MI (4.75 KM) TO THE STATION
 DS3778'ON THE LEFT, AN ALUMINUM CAP SET IN THE CENTER OF THE WEST HEADWALL.
 DS3778'
 DS3778'IT IS 103 FT (31.4 M) SOUTH OF A GRAVEL DRIVEWAY CENTERLINE, 30 FT
 DS3778'(9.1 M) NORTH OF A GRAVEL DRIVEWAY CENTERLINE AND 22 FT (6.7 M) WEST
 DS3778'OF HIGHWAY 127 CENTERLINE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0122 ***********************************************************************
 GF0122  DESIGNATION -  G 37
 GF0122  PID         -  GF0122
 GF0122  STATE/COUNTY-  AR/MARION
 GF0122  COUNTRY     -  US
 GF0122  USGS QUAD   -  PYATT (2017)
 GF0122
 GF0122                         *CURRENT SURVEY CONTROL
 GF0122  ______________________________________________________________________
 GF0122* NAD 83(1986) POSITION- 36 15 46.     (N) 092 51 42.     (W)   SCALED
 GF0122* NAVD 88 ORTHO HEIGHT -   233.013 (meters)      764.48  (feet) ADJUSTED
 GF0122  ______________________________________________________________________
 GF0122  GEOID HEIGHT    -        -28.404 (meters)                     GEOID18
 GF0122  DYNAMIC HEIGHT  -        232.808 (meters)      763.80  (feet) COMP
 GF0122  MODELED GRAVITY -    979,744.8   (mgal)                       NAVD 88
 GF0122
 GF0122  VERT ORDER      -  SECOND    CLASS 0
 GF0122
 GF0122.The horizontal coordinates were scaled from a map and have
 GF0122.an estimated accuracy of +/- 6 seconds.
 GF0122
 GF0122.The orthometric height was determined by differential leveling and
 GF0122.adjusted by the NATIONAL GEODETIC SURVEY
 GF0122.in June 1991.
 GF0122
 GF0122.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0122.GEOID18 height accuracy estimate available here.
 GF0122
 GF0122.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA124131(NAD 83)
 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
 GF0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0122.See file dsdata.pdf to determine how the superseded data were derived.
 GF0122
 GF0122_MARKER: DB = BENCH MARK DISK
 GF0122_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GF0122_STAMPING: G 37 1934
 GF0122_MARK LOGO: CGS
 GF0122_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0056 ***********************************************************************
 GF0056  DESIGNATION -  G 39
 GF0056  PID         -  GF0056
 GF0056  STATE/COUNTY-  AR/BAXTER
 GF0056  COUNTRY     -  US
 GF0056  USGS QUAD   -  NORFORK (2017)
 GF0056
 GF0056                         *CURRENT SURVEY CONTROL
 GF0056  ______________________________________________________________________
 GF0056* NAD 83(1986) POSITION- 36 11 01.     (N) 092 16 44.     (W)   SCALED
 GF0056* NAVD 88 ORTHO HEIGHT -   120.646 (meters)      395.82  (feet) ADJUSTED
 GF0056  ______________________________________________________________________
 GF0056  GEOID HEIGHT    -        -28.266 (meters)                     GEOID18
 GF0056  DYNAMIC HEIGHT  -        120.542 (meters)      395.48  (feet) COMP
 GF0056  MODELED GRAVITY -    979,766.6   (mgal)                       NAVD 88
 GF0056
 GF0056  VERT ORDER      -  SECOND    CLASS 0
 GF0056
 GF0056.The horizontal coordinates were scaled from a map and have
 GF0056.an estimated accuracy of +/- 6 seconds.
 GF0056
 GF0056.The orthometric height was determined by differential leveling and
 GF0056.adjusted by the NATIONAL GEODETIC SURVEY
 GF0056.in June 1991.
 GF0056
 GF0056.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0056.GEOID18 height accuracy estimate available here.
 GF0056
 GF0056.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA648045(NAD 83)
 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
 GF0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0056.See file dsdata.pdf to determine how the superseded data were derived.
 GF0056
 GF0056_MARKER: DB = BENCH MARK DISK
 GF0056_SETTING: 66 = SET IN ROCK OUTCROP
 GF0056_STAMPING: G 39 1934
 GF0056_MARK LOGO: CGS
 GF0056_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GF0056+STABILITY: POSITION/ELEVATION WELL
 GF0056_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GF0056+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2010
 GF0056
 GF0056  HISTORY     - Date     Condition        Report By
 GF0056  HISTORY     - 1934     MONUMENTED       CGS
 GF0056  HISTORY     - 20100512 GOOD             ARHD
 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.
 GF0056
 GF0056                          STATION RECOVERY (2010)
 GF0056
 GF0056'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2010 (JDH)
 GF0056'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1180 ***********************************************************************
 FG1180  DESIGNATION -  G 4
 FG1180  PID         -  FG1180
 FG1180  STATE/COUNTY-  AR/POPE
 FG1180  COUNTRY     -  US
 FG1180  USGS QUAD   -  RUSSELLVILLE WEST (2017)
 FG1180
 FG1180                         *CURRENT SURVEY CONTROL
 FG1180  ______________________________________________________________________
 FG1180* NAD 83(1986) POSITION- 35 16 40.76   (N) 093 08 10.62   (W)   HD_HELD1
 FG1180* NAVD 88 ORTHO HEIGHT -   109.585 (meters)      359.53  (feet) ADJUSTED
 FG1180  ______________________________________________________________________
 FG1180  GEOID HEIGHT    -        -29.175 (meters)                     GEOID18
 FG1180  DYNAMIC HEIGHT  -        109.481 (meters)      359.19  (feet) COMP
 FG1180  MODELED GRAVITY -    979,684.2   (mgal)                       NAVD 88
 FG1180
 FG1180  VERT ORDER      -  FIRST     CLASS II
 FG1180
 FG1180.The horizontal coordinates were determined by differentially corrected
 FG1180.hand held GPS observations or other comparable positioning techniques
 FG1180.and have an estimated accuracy of +/- 3 meters.
 FG1180
 FG1180.The orthometric height was determined by differential leveling and
 FG1180.adjusted by the NATIONAL GEODETIC SURVEY
 FG1180.in June 1991.
 FG1180
 FG1180.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1180.GEOID18 height accuracy estimate available here.
 FG1180
 FG1180.Click photographs - Photos may exist for this station.
 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     -   105,397.8     296,630.3     MT  (+/- 3 meters HH1 GPS) 
 FG1180
 FG1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV8760603880(NAD 83)
 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
 FG1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1180.See file dsdata.pdf to determine how the superseded data were derived.
 FG1180
 FG1180_MARKER: DB = BENCH MARK DISK
 FG1180_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 FG1180+WITH SETTING: PAVEMENT
 FG1180_SP_SET: MAT FOUNDATION
 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 SUITABLE FOR
 FG1180+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2012
 FG1180
 FG1180  HISTORY     - Date     Condition        Report By
 FG1180  HISTORY     - 1931     MONUMENTED       USGS
 FG1180  HISTORY     - 1935     GOOD             CGS
 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  HISTORY     - 20081014 GOOD             NGS
 FG1180  HISTORY     - 20091105 GOOD             GEOCAC
 FG1180  HISTORY     - 20120801 GOOD             ARHD
 FG1180
 FG1180                          STATION DESCRIPTION
 FG1180
 FG1180'DESCRIBED BY COAST AND 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 DEPARTMENT OF TRANSPORTATION 2004 (VJB)
 FG1180'RECOVERED IN GOOD CONDITION. BUILDING IS NOW ABANDONED.
 FG1180
 FG1180                          STATION RECOVERY (2008)
 FG1180
 FG1180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2008 (JBW)
 FG1180'RECOVERED IN GOOD CONDITION.
 FG1180
 FG1180                          STATION RECOVERY (2009)
 FG1180
 FG1180'RECOVERY NOTE BY GEOCACHING 2009 (RT)
 FG1180'RECOVERED IN GOOD CONDITION.
 FG1180
 FG1180                          STATION RECOVERY (2012)
 FG1180
 FG1180'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (JDH)
 FG1180'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GE0585 ***********************************************************************
 GE0585  DESIGNATION -  G 40 RESET
 GE0585  PID         -  GE0585
 GE0585  STATE/COUNTY-  AR/FULTON
 GE0585  COUNTRY     -  US
 GE0585  USGS QUAD   -  AGNOS (2017)
 GE0585
 GE0585                         *CURRENT SURVEY CONTROL
 GE0585  ______________________________________________________________________
 GE0585* NAD 83(1986) POSITION- 36 17 17.     (N) 091 43 59.     (W)   SCALED
 GE0585* NAVD 88 ORTHO HEIGHT -   235.551 (meters)      772.80  (feet) ADJUSTED
 GE0585  ______________________________________________________________________
 GE0585  GEOID HEIGHT    -        -28.206 (meters)                     GEOID18
 GE0585  DYNAMIC HEIGHT  -        235.352 (meters)      772.15  (feet) COMP
 GE0585  MODELED GRAVITY -    979,782.6   (mgal)                       NAVD 88
 GE0585
 GE0585  VERT ORDER      -  SECOND    CLASS 0
 GE0585
 GE0585.The horizontal coordinates were scaled from a map and have
 GE0585.an estimated accuracy of +/- 6 seconds.
 GE0585
 GE0585.The orthometric height was determined by differential leveling and
 GE0585.adjusted by the NATIONAL GEODETIC SURVEY
 GE0585.in June 1991.
 GE0585
 GE0585.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0585.GEOID18 height accuracy estimate available here.
 GE0585
 GE0585.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA137166(NAD 83)
 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
 GE0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0585.See file dsdata.pdf to determine how the superseded data were derived.
 GE0585
 GE0585_MARKER: DB = BENCH MARK DISK
 GE0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0585_STAMPING: G 40 1934 RESET 1955
 GE0585_MARK LOGO: CGS
 GE0585_PROJECTION: PROJECTING 21 CENTIMETERS
 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  HISTORY     - 20231018 MARK NOT FOUND   ARHD
 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.
 GE0585
 GE0585                          STATION RECOVERY (2023)
 GE0585
 GE0585'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2023 (MWM)
 GE0585'SEARCHED NEAR PUBLISHED LATITUDE AND LONG. AND DISTANCE FROM
 GE0585'CENTERLINE AND TOP OF HILL.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GE0295 ***********************************************************************
 GE0295  DESIGNATION -  G 41
 GE0295  PID         -  GE0295
 GE0295  STATE/COUNTY-  AR/RANDOLPH
 GE0295  COUNTRY     -  US
 GE0295  USGS QUAD   -  POCAHONTAS (2017)
 GE0295
 GE0295                         *CURRENT SURVEY CONTROL
 GE0295  ______________________________________________________________________
 GE0295* NAD 83(1986) POSITION- 36 16 28.     (N) 090 58 27.     (W)   SCALED
 GE0295* NAVD 88 ORTHO HEIGHT -   115.154 (meters)      377.80  (feet) ADJUSTED
 GE0295  ______________________________________________________________________
 GE0295  GEOID HEIGHT    -        -28.318 (meters)                     GEOID18
 GE0295  DYNAMIC HEIGHT  -        115.060 (meters)      377.49  (feet) COMP
 GE0295  MODELED GRAVITY -    979,816.8   (mgal)                       NAVD 88
 GE0295
 GE0295  VERT ORDER      -  SECOND    CLASS 0
 GE0295
 GE0295.The horizontal coordinates were scaled from a map and have
 GE0295.an estimated accuracy of +/- 6 seconds.
 GE0295
 GE0295.The orthometric height was determined by differential leveling and
 GE0295.adjusted by the NATIONAL GEODETIC SURVEY
 GE0295.in June 1991.
 GE0295
 GE0295.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0295.GEOID18 height accuracy estimate available here.
 GE0295
 GE0295.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA819162(NAD 83)
 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
 GE0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0295.See file dsdata.pdf to determine how the superseded data were derived.
 GE0295
 GE0295_MARKER: DB = BENCH MARK DISK
 GE0295_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GE0295_STAMPING: G 41 1934
 GE0295_MARK LOGO: CGS
 GE0295_PROJECTION: PROJECTING 15 CENTIMETERS
 GE0295_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0295
 GE0295  HISTORY     - Date     Condition        Report By
 GE0295  HISTORY     - 1934     MONUMENTED       CGS
 GE0295  HISTORY     - 1966     GOOD             CGS
 GE0295  HISTORY     - 20020912 MARK NOT FOUND   USACE
 GE0295
 GE0295                          STATION DESCRIPTION
 GE0295
 GE0295'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FF1544 ***********************************************************************
 FF1544  DESIGNATION -  G 42
 FF1544  PID         -  FF1544
 FF1544  STATE/COUNTY-  AR/CLEBURNE
 FF1544  COUNTRY     -  US
 FF1544  USGS QUAD   -  DRASCO (2017)
 FF1544
 FF1544                         *CURRENT SURVEY CONTROL
 FF1544  ______________________________________________________________________
 FF1544* NAD 83(1986) POSITION- 35 38 50.     (N) 091 55 43.     (W)   SCALED
 FF1544* NAVD 88 ORTHO HEIGHT -   345.112 (meters)     1132.26  (feet) ADJUSTED
 FF1544  ______________________________________________________________________
 FF1544  GEOID HEIGHT    -        -27.370 (meters)                     GEOID18
 FF1544  DYNAMIC HEIGHT  -        344.799 (meters)     1131.23  (feet) COMP
 FF1544  MODELED GRAVITY -    979,716.6   (mgal)                       NAVD 88
 FF1544
 FF1544  VERT ORDER      -  SECOND    CLASS 0
 FF1544
 FF1544.The horizontal coordinates were scaled from a map and have
 FF1544.an estimated accuracy of +/- 6 seconds.
 FF1544
 FF1544.The orthometric height was determined by differential leveling and
 FF1544.adjusted by the NATIONAL GEODETIC SURVEY
 FF1544.in June 1991.
 FF1544
 FF1544.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1544.GEOID18 height accuracy estimate available here.
 FF1544
 FF1544.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV969453(NAD 83)
 FF1544
 FF1544                          SUPERSEDED SURVEY CONTROL
 FF1544
 FF1544  NGVD 29 (11/26/84)  345.034  (m)         1132.00   (f) ADJUSTED    2 0
 FF1544
 FF1544.Superseded values are not recommended for survey control.
 FF1544
 FF1544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1544.See file dsdata.pdf to determine how the superseded data were derived.
 FF1544
 FF1544_MARKER: DB = BENCH MARK DISK
 FF1544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1544_STAMPING: G 42 1935
 FF1544_MARK LOGO: CGS
 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  HISTORY     - 20111107 MARK NOT FOUND   ARHD
 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.
 FF1544
 FF1544                          STATION RECOVERY (2011)
 FF1544
 FF1544'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (AMC)
 FF1544'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1136 ***********************************************************************
 FF1136  DESIGNATION -  G 43
 FF1136  PID         -  FF1136
 FF1136  STATE/COUNTY-  AR/JACKSON
 FF1136  COUNTRY     -  US
 FF1136  USGS QUAD   -  JACKSONPORT (2017)
 FF1136
 FF1136                         *CURRENT SURVEY CONTROL
 FF1136  ______________________________________________________________________
 FF1136* NAD 83(1986) POSITION- 35 39 51.     (N) 091 18 35.     (W)   SCALED
 FF1136* NAVD 88 ORTHO HEIGHT -    69.292 (meters)      227.34  (feet) ADJUSTED
 FF1136  ______________________________________________________________________
 FF1136  GEOID HEIGHT    -        -27.593 (meters)                     GEOID18
 FF1136  DYNAMIC HEIGHT  -         69.233 (meters)      227.14  (feet) COMP
 FF1136  MODELED GRAVITY -    979,771.1   (mgal)                       NAVD 88
 FF1136
 FF1136  VERT ORDER      -  SECOND    CLASS 0
 FF1136
 FF1136.The horizontal coordinates were scaled from a map and have
 FF1136.an estimated accuracy of +/- 6 seconds.
 FF1136
 FF1136.The orthometric height was determined by differential leveling and
 FF1136.adjusted by the NATIONAL GEODETIC SURVEY
 FF1136.in June 1991.
 FF1136
 FF1136.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1136.GEOID18 height accuracy estimate available here.
 FF1136
 FF1136.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV529480(NAD 83)
 FF1136
 FF1136                          SUPERSEDED SURVEY CONTROL
 FF1136
 FF1136  NGVD 29 (11/26/84)   69.223  (m)          227.11   (f) ADJUSTED    2 0
 FF1136
 FF1136.Superseded values are not recommended for survey control.
 FF1136
 FF1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1136.See file dsdata.pdf to determine how the superseded data were derived.
 FF1136
 FF1136_MARKER: DB = BENCH MARK DISK
 FF1136_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF1136_STAMPING: G 43 1935
 FF1136_MARK LOGO: CGS
 FF1136_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0938 ***********************************************************************
 FF0938  DESIGNATION -  G 44
 FF0938  PID         -  FF0938
 FF0938  STATE/COUNTY-  AR/LAWRENCE
 FF0938  COUNTRY     -  US
 FF0938  USGS QUAD   -  STRAWBERRY (2017)
 FF0938
 FF0938                         *CURRENT SURVEY CONTROL
 FF0938  ______________________________________________________________________
 FF0938* NAD 83(1986) POSITION- 35 56 57.     (N) 091 18 14.     (W)   SCALED
 FF0938* NAVD 88 ORTHO HEIGHT -    97.087 (meters)      318.53  (feet) ADJUSTED
 FF0938  ______________________________________________________________________
 FF0938  GEOID HEIGHT    -        -28.066 (meters)                     GEOID18
 FF0938  DYNAMIC HEIGHT  -         97.004 (meters)      318.25  (feet) COMP
 FF0938  MODELED GRAVITY -    979,779.0   (mgal)                       NAVD 88
 FF0938
 FF0938  VERT ORDER      -  SECOND    CLASS 0
 FF0938
 FF0938.The horizontal coordinates were scaled from a map and have
 FF0938.an estimated accuracy of +/- 6 seconds.
 FF0938
 FF0938.The orthometric height was determined by differential leveling and
 FF0938.adjusted by the NATIONAL GEODETIC SURVEY
 FF0938.in June 1991.
 FF0938
 FF0938.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0938.GEOID18 height accuracy estimate available here.
 FF0938
 FF0938.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV529796(NAD 83)
 FF0938
 FF0938                          SUPERSEDED SURVEY CONTROL
 FF0938
 FF0938  NGVD 29 (11/26/84)   96.999  (m)          318.24   (f) ADJUSTED    2 0
 FF0938
 FF0938.Superseded values are not recommended for survey control.
 FF0938
 FF0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0938.See file dsdata.pdf to determine how the superseded data were derived.
 FF0938
 FF0938_MARKER: DB = BENCH MARK DISK
 FF0938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0938_STAMPING: G 44 1935
 FF0938_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1277 ***********************************************************************
 FG1277  DESIGNATION -  G 46
 FG1277  PID         -  FG1277
 FG1277  STATE/COUNTY-  AR/LOGAN
 FG1277  COUNTRY     -  US
 FG1277  USGS QUAD   -  BLUE MOUNTAIN (2017)
 FG1277
 FG1277                         *CURRENT SURVEY CONTROL
 FG1277  ______________________________________________________________________
 FG1277* NAD 83(1986) POSITION- 35 08 11.     (N) 093 44 42.     (W)   SCALED
 FG1277* NAVD 88 ORTHO HEIGHT -   163.845 (meters)      537.55  (feet) ADJUSTED
 FG1277  ______________________________________________________________________
 FG1277  GEOID HEIGHT    -        -29.970 (meters)                     GEOID18
 FG1277  DYNAMIC HEIGHT  -        163.684 (meters)      537.02  (feet) COMP
 FG1277  MODELED GRAVITY -    979,647.6   (mgal)                       NAVD 88
 FG1277
 FG1277  VERT ORDER      -  SECOND    CLASS I
 FG1277
 FG1277.The horizontal coordinates were scaled from a map and have
 FG1277.an estimated accuracy of +/- 6 seconds.
 FG1277
 FG1277.The orthometric height was determined by differential leveling and
 FG1277.adjusted by the NATIONAL GEODETIC SURVEY
 FG1277.in September 2023.
 FG1277
 FG1277.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1277.GEOID18 height accuracy estimate available here.
 FG1277
 FG1277.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU321884(NAD 83)
 FG1277
 FG1277                          SUPERSEDED SURVEY CONTROL
 FG1277
 FG1277  NAVD 88 (06/15/91)  163.835  (m)          537.52   (f) SUPERSEDED  2 0
 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
 FG1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1277.See file dsdata.pdf to determine how the superseded data were derived.
 FG1277
 FG1277_MARKER: DB = BENCH MARK DISK
 FG1277_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG1277_STAMPING: G 46 1934
 FG1277_MARK LOGO: CGS
 FG1277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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  HISTORY     - 20180815 MARK NOT FOUND   ARHD
 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.
 FG1277
 FG1277                          STATION RECOVERY (2018)
 FG1277
 FG1277'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (BAB)
 FG1277'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1064 ***********************************************************************
 FG1064  DESIGNATION -  G 47
 FG1064  PID         -  FG1064
 FG1064  STATE/COUNTY-  AR/POPE
 FG1064  COUNTRY     -  US
 FG1064  USGS QUAD   -  RUSSELLVILLE WEST (2017)
 FG1064
 FG1064                         *CURRENT SURVEY CONTROL
 FG1064  ______________________________________________________________________
 FG1064* NAD 83(1986) POSITION- 35 19 34.     (N) 093 08 02.     (W)   SCALED
 FG1064* NAVD 88 ORTHO HEIGHT -   115.751 (meters)      379.76  (feet) POSTED
 FG1064  ______________________________________________________________________
 FG1064  GEOID HEIGHT    -        -29.108 (meters)                     GEOID18
 FG1064  DYNAMIC HEIGHT  -        115.64  (meters)      379.4   (feet) COMP
 FG1064  MODELED GRAVITY -    979,686.7   (mgal)                       NAVD 88
 FG1064
 FG1064  VERT ORDER      -  * POSTED, SEE BELOW
 FG1064
 FG1064.The horizontal coordinates were scaled from a 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
 FG1064.* This is a POSTED BENCH MARK height.
 FG1064
 FG1064.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1064.GEOID18 height accuracy estimate available here.
 FG1064
 FG1064.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV878092(NAD 83)
 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
 FG1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1064.See file dsdata.pdf to determine how the superseded data were derived.
 FG1064
 FG1064_MARKER: DB = BENCH MARK DISK
 FG1064_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FG1064_SP_SET: BUILDING
 FG1064_STAMPING: G 47 1934
 FG1064_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0350 ***********************************************************************
 FG0350  DESIGNATION -  G 49
 FG0350  PID         -  FG0350
 FG0350  STATE/COUNTY-  AR/CONWAY
 FG0350  COUNTRY     -  US
 FG0350  USGS QUAD   -  SOLGOHACHIA (2017)
 FG0350
 FG0350                         *CURRENT SURVEY CONTROL
 FG0350  ______________________________________________________________________
 FG0350* NAD 83(1986) POSITION- 35 16 20.44   (N) 092 43 55.70   (W)   HD_HELD1
 FG0350* NAVD 88 ORTHO HEIGHT -   117.539 (meters)      385.63  (feet) ADJUSTED
 FG0350  ______________________________________________________________________
 FG0350  GEOID HEIGHT    -        -28.569 (meters)                     GEOID18
 FG0350  DYNAMIC HEIGHT  -        117.428 (meters)      385.26  (feet) COMP
 FG0350  MODELED GRAVITY -    979,690.9   (mgal)                       NAVD 88
 FG0350
 FG0350  VERT ORDER      -  SECOND    CLASS 0
 FG0350
 FG0350.The horizontal coordinates were determined by differentially corrected
 FG0350.hand held GPS observations or other comparable positioning techniques
 FG0350.and have an estimated accuracy of +/- 3 meters.
 FG0350
 FG0350.The orthometric height was determined by differential leveling and
 FG0350.adjusted by the NATIONAL GEODETIC SURVEY
 FG0350.in June 1991.
 FG0350
 FG0350.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0350.GEOID18 height accuracy estimate available here.
 FG0350
 FG0350.Click photographs - Photos may exist for this station.
 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     -   104,422.8     333,390.5     MT  (+/- 3 meters HH1 GPS) 
 FG0350
 FG0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV2436103278(NAD 83)
 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
 FG0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0350.See file dsdata.pdf to determine how the superseded data were derived.
 FG0350
 FG0350_MARKER: DB = BENCH MARK DISK
 FG0350_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0350_STAMPING: G 49 1934
 FG0350_MARK LOGO: CGS
 FG0350_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0350
 FG0350  HISTORY     - Date     Condition        Report By
 FG0350  HISTORY     - 1934     MONUMENTED       CGS
 FG0350  HISTORY     - 1959     GOOD             CGS
 FG0350  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG0350
 FG0350                          STATION DESCRIPTION
 FG0350
 FG0350'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG1181 ***********************************************************************
 FG1181  DESIGNATION -  G 5
 FG1181  PID         -  FG1181
 FG1181  STATE/COUNTY-  AR/POPE
 FG1181  COUNTRY     -  US
 FG1181  USGS QUAD   -  RUSSELLVILLE WEST (2017)
 FG1181
 FG1181                         *CURRENT SURVEY CONTROL
 FG1181  ______________________________________________________________________
 FG1181* NAD 83(1986) POSITION- 35 16 38.82   (N) 093 08 08.16   (W)   HD_HELD1
 FG1181* NAVD 88 ORTHO HEIGHT -   109.523 (meters)      359.33  (feet) ADJUSTED
 FG1181  ______________________________________________________________________
 FG1181  GEOID HEIGHT    -        -29.175 (meters)                     GEOID18
 FG1181  DYNAMIC HEIGHT  -        109.419 (meters)      358.99  (feet) COMP
 FG1181  MODELED GRAVITY -    979,684.3   (mgal)                       NAVD 88
 FG1181
 FG1181  VERT ORDER      -  FIRST     CLASS II
 FG1181
 FG1181.The horizontal coordinates were determined by differentially corrected
 FG1181.hand held GPS observations or other comparable positioning techniques
 FG1181.and have an estimated accuracy of +/- 3 meters.
 FG1181
 FG1181.The orthometric height was determined by differential leveling and
 FG1181.adjusted by the NATIONAL GEODETIC SURVEY
 FG1181.in June 1991.
 FG1181
 FG1181.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1181.GEOID18 height accuracy estimate available here.
 FG1181
 FG1181.Click photographs - Photos may exist for this station.
 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     -   105,337.3     296,691.7     MT  (+/- 3 meters HH1 GPS) 
 FG1181
 FG1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV8766803820(NAD 83)
 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
 FG1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1181.See file dsdata.pdf to determine how the superseded data were derived.
 FG1181
 FG1181_MARKER: DB = BENCH MARK DISK
 FG1181_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 FG1181+WITH SETTING: PAVEMENT
 FG1181_SP_SET: MAT FOUNDATION
 FG1181_STAMPING: 359 G 5 1931
 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 SUITABLE FOR
 FG1181+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2012
 FG1181
 FG1181  HISTORY     - Date     Condition        Report By
 FG1181  HISTORY     - 1931     MONUMENTED       USGS
 FG1181  HISTORY     - 1935     GOOD             CGS
 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  HISTORY     - 20081014 GOOD             NGS
 FG1181  HISTORY     - 20091105 GOOD             GEOCAC
 FG1181  HISTORY     - 20120801 GOOD             ARHD
 FG1181
 FG1181                          STATION DESCRIPTION
 FG1181
 FG1181'DESCRIBED BY COAST AND 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 DEPARTMENT OF TRANSPORTATION 2004 (VJB)
 FG1181'RECOVERED IN GOOD CONDITION. BUILDING IS NOW THE RUSSELLVILLE CITY
 FG1181'HALL.
 FG1181
 FG1181                          STATION RECOVERY (2008)
 FG1181
 FG1181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2008 (JBW)
 FG1181'RECOVERED IN GOOD CONDITION.
 FG1181
 FG1181                          STATION RECOVERY (2009)
 FG1181
 FG1181'RECOVERY NOTE BY GEOCACHING 2009 (RT)
 FG1181'RECOVERED IN GOOD CONDITION.
 FG1181
 FG1181                          STATION RECOVERY (2012)
 FG1181
 FG1181'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (JDH)
 FG1181'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0163 ***********************************************************************
 FF0163  DESIGNATION -  G 5
 FF0163  PID         -  FF0163
 FF0163  STATE/COUNTY-  AR/CRITTENDEN
 FF0163  COUNTRY     -  US
 FF0163  USGS QUAD   -  NORTHWEST MEMPHIS (2019)
 FF0163
 FF0163                         *CURRENT SURVEY CONTROL
 FF0163  ______________________________________________________________________
 FF0163* NAD 83(1986) POSITION- 35 09 44.     (N) 090 06 57.     (W)   SCALED
 FF0163* NAVD 88 ORTHO HEIGHT -    71.874 (meters)      235.81  (feet) ADJUSTED
 FF0163  ______________________________________________________________________
 FF0163  GEOID HEIGHT    -        -27.327 (meters)                     GEOID18
 FF0163  DYNAMIC HEIGHT  -         71.809 (meters)      235.59  (feet) COMP
 FF0163  MODELED GRAVITY -    979,732.7   (mgal)                       NAVD 88
 FF0163
 FF0163  VERT ORDER      -  FIRST     CLASS II
 FF0163
 FF0163.The horizontal coordinates were scaled from a map and have
 FF0163.an estimated accuracy of +/- 6 seconds.
 FF0163
 FF0163.The orthometric height was determined by differential leveling and
 FF0163.adjusted by the NATIONAL GEODETIC SURVEY
 FF0163.in June 1991.
 FF0163
 FF0163.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0163.GEOID18 height accuracy estimate available here.
 FF0163
 FF0163.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU627948(NAD 83)
 FF0163
 FF0163                          SUPERSEDED SURVEY CONTROL
 FF0163
 FF0163  NGVD 29 (11/26/84)   71.845  (m)          235.71   (f) ADJUSTED    1 2
 FF0163
 FF0163.Superseded values are not recommended for survey control.
 FF0163
 FF0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0163.See file dsdata.pdf to determine how the superseded data were derived.
 FF0163
 FF0163_MARKER: DB = BENCH MARK DISK
 FF0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0163_STAMPING: 236.069 G 5 1928
 FF0163_MARK LOGO: CGS
 FF0163_PROJECTION: PROJECTING 5 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1318 ***********************************************************************
 FG1318  DESIGNATION -  G 51
 FG1318  PID         -  FG1318
 FG1318  STATE/COUNTY-  AR/MADISON
 FG1318  COUNTRY     -  US
 FG1318  USGS QUAD   -  WITTER (2017)
 FG1318
 FG1318                         *CURRENT SURVEY CONTROL
 FG1318  ______________________________________________________________________
 FG1318* NAD 83(1986) POSITION- 35 58 02.     (N) 093 41 54.     (W)   SCALED
 FG1318* NAVD 88 ORTHO HEIGHT -   435.922 (meters)     1430.19  (feet) ADJUSTED
 FG1318  ______________________________________________________________________
 FG1318  GEOID HEIGHT    -        -27.958 (meters)                     GEOID18
 FG1318  DYNAMIC HEIGHT  -        435.517 (meters)     1428.86  (feet) COMP
 FG1318  MODELED GRAVITY -    979,690.2   (mgal)                       NAVD 88
 FG1318
 FG1318  VERT ORDER      -  SECOND    CLASS 0
 FG1318
 FG1318.The horizontal coordinates were scaled from a map and have
 FG1318.an estimated accuracy of +/- 6 seconds.
 FG1318
 FG1318.The orthometric height was determined by differential leveling and
 FG1318.adjusted by the NATIONAL GEODETIC SURVEY
 FG1318.in June 1991.
 FG1318
 FG1318.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1318.GEOID18 height accuracy estimate available here.
 FG1318
 FG1318.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV370805(NAD 83)
 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
 FG1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1318.See file dsdata.pdf to determine how the superseded data were derived.
 FG1318
 FG1318_MARKER: DB = BENCH MARK DISK
 FG1318_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG1318_STAMPING: G 51 1934
 FG1318_MARK LOGO: CGS
 FG1318_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG1318
 FG1318  HISTORY     - Date     Condition        Report By
 FG1318  HISTORY     - 1934     MONUMENTED       CGS
 FG1318  HISTORY     - 1956     MARK NOT FOUND   CGS
 FG1318  HISTORY     - 1973     MARK NOT FOUND   NGS
 FG1318
 FG1318                          STATION DESCRIPTION
 FG1318
 FG1318'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG1320 ***********************************************************************
 FG1320  DESIGNATION -  G 52
 FG1320  PID         -  FG1320
 FG1320  STATE/COUNTY-  AR/WASHINGTON
 FG1320  COUNTRY     -  US
 FG1320  USGS QUAD   -  DURHAM (2017)
 FG1320
 FG1320                         *CURRENT SURVEY CONTROL
 FG1320  ______________________________________________________________________
 FG1320* NAD 83(1986) POSITION- 35 58 19.44   (N) 093 59 21.80   (W)   HD_HELD1
 FG1320* NAVD 88 ORTHO HEIGHT -   373.014 (meters)     1223.80  (feet) ADJUSTED
 FG1320  ______________________________________________________________________
 FG1320  GEOID HEIGHT    -        -28.024 (meters)                     GEOID18
 FG1320  DYNAMIC HEIGHT  -        372.671 (meters)     1222.67  (feet) COMP
 FG1320  MODELED GRAVITY -    979,702.8   (mgal)                       NAVD 88
 FG1320
 FG1320  VERT ORDER      -  SECOND    CLASS 0
 FG1320
 FG1320.The horizontal coordinates were determined by differentially corrected
 FG1320.hand held GPS observations or other comparable positioning techniques
 FG1320.and have an estimated accuracy of +/- 3 meters.
 FG1320
 FG1320.The orthometric height was determined by differential leveling and
 FG1320.adjusted by the NATIONAL GEODETIC SURVEY
 FG1320.in June 1991.
 FG1320
 FG1320.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1320.GEOID18 height accuracy estimate available here.
 FG1320
 FG1320.Click photographs - Photos may exist for this station.
 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     -   183,618.8     220,585.7     MT  (+/- 3 meters HH1 GPS) 
 FG1320
 FG1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV1079581302(NAD 83)
 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
 FG1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1320.See file dsdata.pdf to determine how the superseded data were derived.
 FG1320
 FG1320_MARKER: DB = BENCH MARK DISK
 FG1320_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG1320_STAMPING: G 52 1934
 FG1320_MARK LOGO: CGS
 FG1320_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG1320
 FG1320  HISTORY     - Date     Condition        Report By
 FG1320  HISTORY     - 1934     MONUMENTED       CGS
 FG1320  HISTORY     - 1960     GOOD             CGS
 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 COAST AND 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 DEPARTMENT OF TRANSPORTATION 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 = MARCH 20, 2026 22:17:28 EDT
 FG1348 ***********************************************************************
 FG1348  DESIGNATION -  G 53
 FG1348  PID         -  FG1348
 FG1348  STATE/COUNTY-  AR/NEWTON
 FG1348  COUNTRY     -  US
 FG1348  USGS QUAD   -  FALLSVILLE (2017)
 FG1348
 FG1348                         *CURRENT SURVEY CONTROL
 FG1348  ______________________________________________________________________
 FG1348* NAD 83(1986) POSITION- 35 48 37.     (N) 093 29 57.     (W)   SCALED
 FG1348* NAVD 88 ORTHO HEIGHT -   758.419 (meters)     2488.25  (feet) ADJUSTED
 FG1348  ______________________________________________________________________
 FG1348  GEOID HEIGHT    -        -27.979 (meters)                     GEOID18
 FG1348  DYNAMIC HEIGHT  -        757.674 (meters)     2485.80  (feet) COMP
 FG1348  MODELED GRAVITY -    979,623.9   (mgal)                       NAVD 88
 FG1348
 FG1348  VERT ORDER      -  SECOND    CLASS 0
 FG1348
 FG1348.The horizontal coordinates were scaled from a map and have
 FG1348.an estimated accuracy of +/- 6 seconds.
 FG1348
 FG1348.The orthometric height was determined by differential leveling and
 FG1348.adjusted by the NATIONAL GEODETIC SURVEY
 FG1348.in June 1991.
 FG1348
 FG1348.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1348.GEOID18 height accuracy estimate available here.
 FG1348
 FG1348.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV549630(NAD 83)
 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
 FG1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1348.See file dsdata.pdf to determine how the superseded data were derived.
 FG1348
 FG1348_MARKER: DB = BENCH MARK DISK
 FG1348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1348_STAMPING: G 53 1934
 FG1348_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1349 ***********************************************************************
 FG1349  DESIGNATION -  G 53 RESET
 FG1349  PID         -  FG1349
 FG1349  STATE/COUNTY-  AR/NEWTON
 FG1349  COUNTRY     -  US
 FG1349  USGS QUAD   -  FALLSVILLE (2017)
 FG1349
 FG1349                         *CURRENT SURVEY CONTROL
 FG1349  ______________________________________________________________________
 FG1349* NAD 83(1986) POSITION- 35 48 37.3    (N) 093 29 56.3    (W)   HD_HELD2
 FG1349* NAVD 88 ORTHO HEIGHT -   760.03  (meters)     2493.5   (feet) RESET
 FG1349  ______________________________________________________________________
 FG1349  GEOID HEIGHT    -        -27.979 (meters)                     GEOID18
 FG1349  VERT ORDER      -  THIRD
 FG1349
 FG1349.The horizontal coordinates were established by autonomous hand held GPS
 FG1349.observations and have an estimated accuracy of +/- 10 meters.
 FG1349
 FG1349.The orthometric height was computed from unverified reset data.
 FG1349
 FG1349.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1349.GEOID18 height accuracy estimate available here.
 FG1349
 FG1349.Click photographs - Photos may exist for this station.
 FG1349
 FG1349;                    North         East    Units  Estimated Accuracy
 FG1349;SPC AR N     -   164,896.      264,537.      MT  (+/- 10 meters HH2 GPS)
 FG1349
 FG1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV5492163029(NAD 83)
 FG1349
 FG1349                          SUPERSEDED SURVEY CONTROL
 FG1349
 FG1349.No superseded survey control is available for this station.
 FG1349
 FG1349_MARKER: DB = BENCH MARK DISK
 FG1349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1349_STAMPING: G 53 RESET 1963
 FG1349_MARK LOGO: CGS
 FG1349_PROJECTION: PROJECTING 8 CENTIMETERS
 FG1349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1349+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1678 ***********************************************************************
 EH1678  DESIGNATION -  G 54
 EH1678  PID         -  EH1678
 EH1678  STATE/COUNTY-  AR/JEFFERSON
 EH1678  COUNTRY     -  US
 EH1678  USGS QUAD   -  ROB ROY (2017)
 EH1678
 EH1678                         *CURRENT SURVEY CONTROL
 EH1678  ______________________________________________________________________
 EH1678* NAD 83(1986) POSITION- 34 15 22.     (N) 091 56 04.     (W)   SCALED
 EH1678* NAVD 88 ORTHO HEIGHT -    63.939 (meters)      209.77  (feet) POSTED
 EH1678  ______________________________________________________________________
 EH1678  GEOID HEIGHT    -        -26.029 (meters)                     GEOID18
 EH1678  DYNAMIC HEIGHT  -         63.88  (meters)      209.6   (feet) COMP
 EH1678  MODELED GRAVITY -    979,666.8   (mgal)                       NAVD 88
 EH1678
 EH1678  VERT ORDER      -  * POSTED, SEE BELOW
 EH1678
 EH1678.The horizontal coordinates were scaled from a 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
 EH1678.* This is a POSTED BENCH MARK height.
 EH1678
 EH1678.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1678.GEOID18 height accuracy estimate available here.
 EH1678
 EH1678.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT981910(NAD 83)
 EH1678
 EH1678                          SUPERSEDED SURVEY CONTROL
 EH1678
 EH1678  NGVD 29 (11/26/84)   64.014  (m)          210.02   (f) ADJUSTED    2 0
 EH1678
 EH1678.Superseded values are not recommended for survey control.
 EH1678
 EH1678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1678.See file dsdata.pdf to determine how the superseded data were derived.
 EH1678
 EH1678_MARKER: DB = BENCH MARK DISK
 EH1678_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EH1678_STAMPING: G 54 1934
 EH1678_MARK LOGO: CGS
 EH1678_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1222 ***********************************************************************
 EH1222  DESIGNATION -  G 55
 EH1222  PID         -  EH1222
 EH1222  STATE/COUNTY-  AR/MONROE
 EH1222  COUNTRY     -  US
 EH1222  USGS QUAD   -  DE VALLS BLUFF SE (2017)
 EH1222
 EH1222                         *CURRENT SURVEY CONTROL
 EH1222  ______________________________________________________________________
 EH1222* NAD 83(1986) POSITION- 34 46 15.     (N) 091 15 24.     (W)   SCALED
 EH1222* NAVD 88 ORTHO HEIGHT -    55.429 (meters)      181.85  (feet) ADJUSTED
 EH1222  ______________________________________________________________________
 EH1222  GEOID HEIGHT    -        -26.832 (meters)                     GEOID18
 EH1222  DYNAMIC HEIGHT  -         55.378 (meters)      181.69  (feet) COMP
 EH1222  MODELED GRAVITY -    979,703.6   (mgal)                       NAVD 88
 EH1222
 EH1222  VERT ORDER      -  FIRST     CLASS II
 EH1222
 EH1222.The horizontal coordinates were scaled from a map and have
 EH1222.an estimated accuracy of +/- 6 seconds.
 EH1222
 EH1222.The orthometric height was determined by differential leveling and
 EH1222.adjusted by the NATIONAL GEODETIC SURVEY
 EH1222.in June 1991.
 EH1222
 EH1222.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1222.GEOID18 height accuracy estimate available here.
 EH1222
 EH1222.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU595490(NAD 83)
 EH1222
 EH1222                          SUPERSEDED SURVEY CONTROL
 EH1222
 EH1222  NGVD 29 (11/26/84)   55.446  (m)          181.91   (f) ADJUSTED    1 2
 EH1222
 EH1222.Superseded values are not recommended for survey control.
 EH1222
 EH1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1222.See file dsdata.pdf to determine how the superseded data were derived.
 EH1222
 EH1222_MARKER: DB = BENCH MARK DISK
 EH1222_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EH1222_STAMPING: G 55 1935
 EH1222_MARK LOGO: CGS
 EH1222_PROJECTION: PROJECTING 10 CENTIMETERS
 EH1222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1358 ***********************************************************************
 EH1358  DESIGNATION -  G 57
 EH1358  PID         -  EH1358
 EH1358  STATE/COUNTY-  AR/ARKANSAS
 EH1358  COUNTRY     -  US
 EH1358  USGS QUAD   -  DE WITT SW (2017)
 EH1358
 EH1358                         *CURRENT SURVEY CONTROL
 EH1358  ______________________________________________________________________
 EH1358* NAD 83(1986) POSITION- 34 22 21.     (N) 091 24 33.     (W)   SCALED
 EH1358* NAVD 88 ORTHO HEIGHT -    60.446 (meters)      198.31  (feet) ADJUSTED
 EH1358  ______________________________________________________________________
 EH1358  GEOID HEIGHT    -        -26.476 (meters)                     GEOID18
 EH1358  DYNAMIC HEIGHT  -         60.387 (meters)      198.12  (feet) COMP
 EH1358  MODELED GRAVITY -    979,671.3   (mgal)                       NAVD 88
 EH1358
 EH1358  VERT ORDER      -  FIRST     CLASS II
 EH1358
 EH1358.The horizontal coordinates were scaled from a map and have
 EH1358.an estimated accuracy of +/- 6 seconds.
 EH1358
 EH1358.The orthometric height was determined by differential leveling and
 EH1358.adjusted by the NATIONAL GEODETIC SURVEY
 EH1358.in August 1993.
 EH1358
 EH1358.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1358.GEOID18 height accuracy estimate available here.
 EH1358
 EH1358.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU462046(NAD 83)
 EH1358
 EH1358                          SUPERSEDED SURVEY CONTROL
 EH1358
 EH1358  NAVD 88 (06/15/91)   60.503  (m)          198.50   (f) SUPERSEDED  1 2
 EH1358  NGVD 29 (11/26/84)   60.510  (m)          198.52   (f) ADJUSTED    1 2
 EH1358
 EH1358.Superseded values are not recommended for survey control.
 EH1358
 EH1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1358.See file dsdata.pdf to determine how the superseded data were derived.
 EH1358
 EH1358_MARKER: DB = BENCH MARK DISK
 EH1358_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EH1358_STAMPING: G 57 1935
 EH1358_MARK LOGO: CGS
 EH1358_PROJECTION: PROJECTING 12 CENTIMETERS
 EH1358_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FH0241 ***********************************************************************
 FH0241  DESIGNATION -  G 58
 FH0241  PID         -  FH0241
 FH0241  STATE/COUNTY-  AR/SEBASTIAN
 FH0241  COUNTRY     -  US
 FH0241  USGS QUAD   -  HUNTINGTON (2017)
 FH0241
 FH0241                         *CURRENT SURVEY CONTROL
 FH0241  ______________________________________________________________________
 FH0241* NAD 83(1986) POSITION- 35 03 03.     (N) 094 16 21.     (W)   SCALED
 FH0241* NAVD 88 ORTHO HEIGHT -   185.388 (meters)      608.23  (feet) ADJUSTED
 FH0241  ______________________________________________________________________
 FH0241  GEOID HEIGHT    -        -30.858 (meters)                     GEOID18
 FH0241  DYNAMIC HEIGHT  -        185.201 (meters)      607.61  (feet) COMP
 FH0241  MODELED GRAVITY -    979,619.6   (mgal)                       NAVD 88
 FH0241
 FH0241  VERT ORDER      -  SECOND    CLASS 0
 FH0241
 FH0241.The horizontal coordinates were scaled from a map and have
 FH0241.an estimated accuracy of +/- 6 seconds.
 FH0241
 FH0241.The orthometric height was determined by differential leveling and
 FH0241.adjusted by the NATIONAL GEODETIC SURVEY
 FH0241.in June 1991.
 FH0241
 FH0241.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0241.GEOID18 height accuracy estimate available here.
 FH0241
 FH0241.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU839794(NAD 83)
 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
 FH0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0241.See file dsdata.pdf to determine how the superseded data were derived.
 FH0241
 FH0241_MARKER: DB = BENCH MARK DISK
 FH0241_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FH0241_SP_SET: CULVERT HEADWALL
 FH0241_STAMPING: G 58 1934
 FH0241_MARK LOGO: CGS
 FH0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0241+STABILITY: SURFACE MOTION
 FH0241
 FH0241  HISTORY     - Date     Condition        Report By
 FH0241  HISTORY     - 1934     MONUMENTED       CGS
 FH0241  HISTORY     - 1959     GOOD             CGS
 FH0241  HISTORY     - 1985     MARK NOT FOUND   NGS
 FH0241  HISTORY     - 20070806 MARK NOT FOUND   ARHD
 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 COAST AND 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.
 FH0241
 FH0241                          STATION RECOVERY (2007)
 FH0241
 FH0241'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2007
 FH0241'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1313 ***********************************************************************
 EJ1313  DESIGNATION -  G 59
 EJ1313  PID         -  EJ1313
 EJ1313  STATE/COUNTY-  AR/GARLAND
 EJ1313  COUNTRY     -  US
 EJ1313  USGS QUAD   -  PEARCY (2017)
 EJ1313
 EJ1313                         *CURRENT SURVEY CONTROL
 EJ1313  ______________________________________________________________________
 EJ1313* NAD 83(1986) POSITION- 34 25 40.     (N) 093 17 26.     (W)   SCALED
 EJ1313* NAVD 88 ORTHO HEIGHT -   184.255 (meters)      604.51  (feet) ADJUSTED
 EJ1313  ______________________________________________________________________
 EJ1313  GEOID HEIGHT    -        -27.579 (meters)                     GEOID18
 EJ1313  DYNAMIC HEIGHT  -        184.071 (meters)      603.91  (feet) COMP
 EJ1313  MODELED GRAVITY -    979,630.6   (mgal)                       NAVD 88
 EJ1313
 EJ1313  VERT ORDER      -  SECOND    CLASS 0
 EJ1313
 EJ1313.The horizontal coordinates were scaled from a map and have
 EJ1313.an estimated accuracy of +/- 6 seconds.
 EJ1313
 EJ1313.The orthometric height was determined by differential leveling and
 EJ1313.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1313.in June 1991.
 EJ1313
 EJ1313.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1313.GEOID18 height accuracy estimate available here.
 EJ1313
 EJ1313.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU733096(NAD 83)
 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
 EJ1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1313.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1313
 EJ1313_MARKER: DB = BENCH MARK DISK
 EJ1313_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ1313_STAMPING: G 59 1934
 EJ1313_MARK LOGO: CGS
 EJ1313_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EK0153 ***********************************************************************
 EK0153  DESIGNATION -  G 60
 EK0153  PID         -  EK0153
 EK0153  STATE/COUNTY-  AR/HOWARD
 EK0153  COUNTRY     -  US
 EK0153  USGS QUAD   -  DIERKS DAM (2017)
 EK0153
 EK0153                         *CURRENT SURVEY CONTROL
 EK0153  ______________________________________________________________________
 EK0153* NAD 83(1986) POSITION- 34 07 42.17   (N) 094 00 57.40   (W)   HD_HELD1
 EK0153* NAVD 88 ORTHO HEIGHT -   161.925 (meters)      531.25  (feet) ADJUSTED
 EK0153  ______________________________________________________________________
 EK0153  GEOID HEIGHT    -        -27.792 (meters)                     GEOID18
 EK0153  DYNAMIC HEIGHT  -        161.760 (meters)      530.71  (feet) COMP
 EK0153  MODELED GRAVITY -    979,614.8   (mgal)                       NAVD 88
 EK0153
 EK0153  VERT ORDER      -  SECOND    CLASS 0
 EK0153
 EK0153.The horizontal coordinates were determined by differentially corrected
 EK0153.hand held GPS observations or other comparable positioning techniques
 EK0153.and have an estimated accuracy of +/- 3 meters.
 EK0153
 EK0153.The orthometric height was determined by differential leveling and
 EK0153.adjusted by the NATIONAL GEODETIC SURVEY
 EK0153.in June 1991.
 EK0153
 EK0153.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0153.GEOID18 height accuracy estimate available here.
 EK0153
 EK0153.Click photographs - Photos may exist for this station.
 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     -   563,952.9     214,065.0     MT  (+/- 3 meters HH1 GPS) 
 EK0153
 EK0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT0631976856(NAD 83)
 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
 EK0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0153.See file dsdata.pdf to determine how the superseded data were derived.
 EK0153
 EK0153_MARKER: DB = BENCH MARK DISK
 EK0153_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EK0153_STAMPING: G 60 1934
 EK0153_MARK LOGO: CGS
 EK0153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0153
 EK0153  HISTORY     - Date     Condition        Report By
 EK0153  HISTORY     - 1934     MONUMENTED       CGS
 EK0153  HISTORY     - 1962     MARK NOT FOUND   CGS
 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 COAST AND GEODETIC SURVEY 1962
 EK0153'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1322 ***********************************************************************
 EJ1322  DESIGNATION -  G 61
 EJ1322  PID         -  EJ1322
 EJ1322  STATE/COUNTY-  AR/PIKE
 EJ1322  COUNTRY     -  US
 EJ1322  USGS QUAD   -  MURFREESBORO (2017)
 EJ1322
 EJ1322                         *CURRENT SURVEY CONTROL
 EJ1322  ______________________________________________________________________
 EJ1322* NAD 83(1986) POSITION- 34 02 55.     (N) 093 43 14.     (W)   SCALED
 EJ1322* NAVD 88 ORTHO HEIGHT -   107.664 (meters)      353.23  (feet) ADJUSTED
 EJ1322  ______________________________________________________________________
 EJ1322  GEOID HEIGHT    -        -27.308 (meters)                     GEOID18
 EJ1322  DYNAMIC HEIGHT  -        107.556 (meters)      352.87  (feet) COMP
 EJ1322  MODELED GRAVITY -    979,625.8   (mgal)                       NAVD 88
 EJ1322
 EJ1322  VERT ORDER      -  SECOND    CLASS 0
 EJ1322
 EJ1322.The horizontal coordinates were scaled from a map and have
 EJ1322.an estimated accuracy of +/- 6 seconds.
 EJ1322
 EJ1322.The orthometric height was determined by differential leveling and
 EJ1322.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1322.in June 1991.
 EJ1322
 EJ1322.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1322.GEOID18 height accuracy estimate available here.
 EJ1322
 EJ1322.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT334677(NAD 83)
 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
 EJ1322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1322.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1322
 EJ1322_MARKER: DB = BENCH MARK DISK
 EJ1322_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EJ1322_SP_SET: BRIDGE
 EJ1322_STAMPING: G 61 1934
 EJ1322_MARK LOGO: CGS
 EJ1322_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1322
 EJ1322  HISTORY     - Date     Condition        Report By
 EJ1322  HISTORY     - 1934     MONUMENTED       CGS
 EJ1322  HISTORY     - 1962     GOOD             CGS
 EJ1322  HISTORY     - 20040923 MARK NOT FOUND   USPSQD
 EJ1322  HISTORY     - 20041006 MARK NOT FOUND   GEOCAC
 EJ1322
 EJ1322                          STATION DESCRIPTION
 EJ1322
 EJ1322'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DL1017 ***********************************************************************
 DL1017  DESIGNATION -  G 62
 DL1017  PID         -  DL1017
 DL1017  STATE/COUNTY-  AR/HEMPSTEAD
 DL1017  COUNTRY     -  US
 DL1017  USGS QUAD   -  NASHVILLE (2017)
 DL1017
 DL1017                         *CURRENT SURVEY CONTROL
 DL1017  ______________________________________________________________________
 DL1017* NAD 83(1986) POSITION- 33 52 33.     (N) 093 45 42.     (W)   SCALED
 DL1017* NAVD 88 ORTHO HEIGHT -   114.778 (meters)      376.57  (feet) ADJUSTED
 DL1017  ______________________________________________________________________
 DL1017  GEOID HEIGHT    -        -27.114 (meters)                     GEOID18
 DL1017  DYNAMIC HEIGHT  -        114.661 (meters)      376.18  (feet) COMP
 DL1017  MODELED GRAVITY -    979,612.6   (mgal)                       NAVD 88
 DL1017
 DL1017  VERT ORDER      -  SECOND    CLASS 0
 DL1017
 DL1017.The horizontal coordinates were scaled from a map and have
 DL1017.an estimated accuracy of +/- 6 seconds.
 DL1017
 DL1017.The orthometric height was determined by differential leveling and
 DL1017.adjusted by the NATIONAL GEODETIC SURVEY
 DL1017.in June 1991.
 DL1017
 DL1017.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1017.GEOID18 height accuracy estimate available here.
 DL1017
 DL1017.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT295486(NAD 83)
 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
 DL1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1017.See file dsdata.pdf to determine how the superseded data were derived.
 DL1017
 DL1017_MARKER: DB = BENCH MARK DISK
 DL1017_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DL1017_STAMPING: G 62 1934
 DL1017_MARK LOGO: CGS
 DL1017_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL1017
 DL1017  HISTORY     - Date     Condition        Report By
 DL1017  HISTORY     - 1934     MONUMENTED       CGS
 DL1017  HISTORY     - 1962     MARK NOT FOUND   CGS
 DL1017
 DL1017                          STATION DESCRIPTION
 DL1017
 DL1017'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DL1002 ***********************************************************************
 DL1002  DESIGNATION -  G 64
 DL1002  PID         -  DL1002
 DL1002  STATE/COUNTY-  AR/HEMPSTEAD
 DL1002  COUNTRY     -  US
 DL1002  USGS QUAD   -  HOPE (2017)
 DL1002
 DL1002                         *CURRENT SURVEY CONTROL
 DL1002  ______________________________________________________________________
 DL1002* NAD 83(1986) POSITION- 33 41 45.42   (N) 093 30 52.30   (W)   HD_HELD1
 DL1002* NAVD 88 ORTHO HEIGHT -    85.362 (meters)      280.06  (feet) ADJUSTED
 DL1002  ______________________________________________________________________
 DL1002  GEOID HEIGHT    -        -26.912 (meters)                     GEOID18
 DL1002  DYNAMIC HEIGHT  -         85.273 (meters)      279.77  (feet) COMP
 DL1002  MODELED GRAVITY -    979,591.4   (mgal)                       NAVD 88
 DL1002
 DL1002  VERT ORDER      -  SECOND    CLASS 0
 DL1002
 DL1002.The horizontal coordinates were determined by differentially corrected
 DL1002.hand held GPS observations or other comparable positioning techniques
 DL1002.and have an estimated accuracy of +/- 3 meters.
 DL1002
 DL1002.The orthometric height was determined by differential leveling and
 DL1002.adjusted by the NATIONAL GEODETIC SURVEY
 DL1002.in June 1991.
 DL1002
 DL1002.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1002.GEOID18 height accuracy estimate available here.
 DL1002
 DL1002.Click photographs - Photos may exist for this station.
 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     -   515,198.8     259,598.3     MT  (+/- 3 meters HH1 GPS) 
 DL1002
 DL1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT5231528563(NAD 83)
 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
 DL1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1002.See file dsdata.pdf to determine how the superseded data were derived.
 DL1002
 DL1002_MARKER: DB = BENCH MARK DISK
 DL1002_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DL1002_STAMPING: G 64 1935
 DL1002_MARK LOGO: CGS
 DL1002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL1002
 DL1002  HISTORY     - Date     Condition        Report By
 DL1002  HISTORY     - 1935     MONUMENTED       CGS
 DL1002  HISTORY     - 1963     GOOD             CGS
 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 COAST AND GEODETIC SURVEY 1963
 DL1002'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK1345 ***********************************************************************
 DK1345  DESIGNATION -  G 65
 DK1345  PID         -  DK1345
 DK1345  STATE/COUNTY-  AR/ASHLEY
 DK1345  COUNTRY     -  US
 DK1345  USGS QUAD   -  PORTLAND (2017)
 DK1345
 DK1345                         *CURRENT SURVEY CONTROL
 DK1345  ______________________________________________________________________
 DK1345* NAD 83(2011) POSITION- 33 08 36.61692(N) 091 32 11.55368(W)   ADJUSTED
 DK1345* NAD 83(2011) ELLIP HT-    11.325 (meters)        (04/30/24)   ADJUSTED
 DK1345* NAD 83(2011) EPOCH   -  2010.00
 DK1345* NAVD 88 ORTHO HEIGHT -    37.130 (meters)      121.82  (feet) ADJUSTED
 DK1345  ______________________________________________________________________
 DK1345  GEOID HEIGHT    -        -25.864 (meters)                     GEOID18
 DK1345  NAD 83(2011) X  -   -143,345.015 (meters)                     COMP
 DK1345  NAD 83(2011) Y  - -5,343,877.154 (meters)                     COMP
 DK1345  NAD 83(2011) Z  -  3,467,301.820 (meters)                     COMP
 DK1345  LAPLACE CORR    -         -0.34  (seconds)                    DEFLEC18
 DK1345  DYNAMIC HEIGHT  -         37.091 (meters)      121.69  (feet) COMP
 DK1345  MODELED GRAVITY -    979,581.9   (mgal)                       NAVD 88
 DK1345
 DK1345  VERT ORDER      -  SECOND    CLASS 0
 DK1345
 DK1345  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK1345  Standards:
 DK1345         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK1345            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK1345  -------------------------------------------------------------------
 DK1345  NETWORK    0.86   1.69           0.33   0.37   0.86     -0.19726807
 DK1345  -------------------------------------------------------------------
 DK1345  Click here for local accuracies and other accuracy information.
 DK1345
 DK1345.The horizontal coordinates were established by GPS observations
 DK1345.and adjusted by the ARKANSAS DEPT OF TRANS in April 2024.
 DK1345
 DK1345.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK1345.been affixed to the stable North American tectonic plate. See 
 DK1345.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK1345
 DK1345.The horizontal coordinates are valid at the epoch date displayed above
 DK1345.which is a decimal equivalence of Year/Month/Day.
 DK1345
 DK1345.The orthometric height was determined by differential leveling and
 DK1345.adjusted by the NATIONAL GEODETIC SURVEY
 DK1345.in June 1991.
 DK1345
 DK1345.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1345.GEOID18 height accuracy estimate available here.
 DK1345
 DK1345.Click photographs - Photos may exist for this station.
 DK1345
 DK1345.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK1345
 DK1345.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK1345
 DK1345.The ellipsoidal height was determined by GPS observations
 DK1345.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 DK1345
 DK1345;                    North         East     Units Scale Factor Converg.
 DK1345;SPC AR S     -   452,986.564   443,242.836   MT  1.00003838   +0 15 33.8
 DK1345;SPC AR S     - 1,486,173.42  1,454,205.87   sFT  1.00003838   +0 15 33.8
 DK1345;UTM  15      - 3,668,149.260   636,494.359   MT  0.99982971   +0 48 00.9
 DK1345
 DK1345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK1345!SPC AR S     -   0.99999822  x   1.00003838  =   1.00003660
 DK1345!UTM  15      -   0.99999822  x   0.99982971  =   0.99982793
 DK1345
 DK1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS3649468149(NAD 83)
 DK1345
 DK1345                          SUPERSEDED SURVEY CONTROL
 DK1345
 DK1345  NGVD 29 (11/26/84)   37.236  (m)          122.17   (f) ADJUSTED    2 0
 DK1345
 DK1345.Superseded values are not recommended for survey control.
 DK1345
 DK1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1345.See file dsdata.pdf to determine how the superseded data were derived.
 DK1345
 DK1345_MARKER: DB = BENCH MARK DISK
 DK1345_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DK1345_SP_SET: CULVERT
 DK1345_STAMPING: G 65 1935
 DK1345_MARK LOGO: CGS
 DK1345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1345+STABILITY: SURFACE MOTION
 DK1345_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK1345+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2022
 DK1345
 DK1345  HISTORY     - Date     Condition        Report By
 DK1345  HISTORY     - 1935     MONUMENTED       CGS
 DK1345  HISTORY     - 20050324 GOOD             ARHD
 DK1345  HISTORY     - 20150316 GOOD             ARHD
 DK1345  HISTORY     - 20150317 GOOD             ARHD
 DK1345  HISTORY     - 20170808 GOOD             ARHD
 DK1345  HISTORY     - 20180517 GOOD             ARHD
 DK1345  HISTORY     - 20220907 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 DEPARTMENT OF TRANSPORTATION 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.
 DK1345
 DK1345                          STATION RECOVERY (2015)
 DK1345
 DK1345'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 DK1345'RECOVERED IN GOOD CONDITION.
 DK1345
 DK1345                          STATION RECOVERY (2015)
 DK1345
 DK1345'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 DK1345'RECOVERED IN GOOD CONDITION.
 DK1345
 DK1345                          STATION RECOVERY (2017)
 DK1345
 DK1345'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2017 (WSJ)
 DK1345'RECOVERED IN GOOD CONDITION.
 DK1345
 DK1345                          STATION RECOVERY (2018)
 DK1345
 DK1345'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (JDH)
 DK1345'RECOVERED IN GOOD CONDITION.
 DK1345
 DK1345                          STATION RECOVERY (2022)
 DK1345
 DK1345'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2022 (JDH)
 DK1345'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0442 ***********************************************************************
 FG0442  DESIGNATION -  G 66
 FG0442  PID         -  FG0442
 FG0442  STATE/COUNTY-  AR/POPE
 FG0442  COUNTRY     -  US
 FG0442  USGS QUAD   -  MORELAND (2017)
 FG0442
 FG0442                         *CURRENT SURVEY CONTROL
 FG0442  ______________________________________________________________________
 FG0442* NAD 83(1986) POSITION- 35 22 13.70   (N) 092 57 54.44   (W)   HD_HELD1
 FG0442* NAVD 88 ORTHO HEIGHT -   193.345 (meters)      634.33  (feet) ADJUSTED
 FG0442  ______________________________________________________________________
 FG0442  GEOID HEIGHT    -        -28.749 (meters)                     GEOID18
 FG0442  DYNAMIC HEIGHT  -        193.163 (meters)      633.74  (feet) COMP
 FG0442  MODELED GRAVITY -    979,686.1   (mgal)                       NAVD 88
 FG0442
 FG0442  VERT ORDER      -  SECOND    CLASS 0
 FG0442
 FG0442.The horizontal coordinates were determined by differentially corrected
 FG0442.hand held GPS observations or other comparable positioning techniques
 FG0442.and have an estimated accuracy of +/- 3 meters.
 FG0442
 FG0442.The orthometric height was determined by differential leveling and
 FG0442.adjusted by the NATIONAL GEODETIC SURVEY
 FG0442.in June 1991.
 FG0442
 FG0442.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0442.GEOID18 height accuracy estimate available here.
 FG0442
 FG0442.Click photographs - Photos may exist for this station.
 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     -   115,491.3     312,301.1     MT  (+/- 3 meters HH1 GPS) 
 FG0442
 FG0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV0316814128(NAD 83)
 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
 FG0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0442.See file dsdata.pdf to determine how the superseded data were derived.
 FG0442
 FG0442_MARKER: DB = BENCH MARK DISK
 FG0442_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0442_STAMPING: G 66 1935
 FG0442_MARK LOGO: CGS
 FG0442_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0442
 FG0442  HISTORY     - Date     Condition        Report By
 FG0442  HISTORY     - 1935     MONUMENTED       CGS
 FG0442  HISTORY     - 1942     GOOD             CGS
 FG0442  HISTORY     - 20161228 MARK NOT FOUND   ARHD
 FG0442
 FG0442                          STATION DESCRIPTION
 FG0442
 FG0442'DESCRIBED BY COAST AND 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.
 FG0442
 FG0442                          STATION RECOVERY (2016)
 FG0442
 FG0442'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 FG0442'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0482 ***********************************************************************
 FG0482  DESIGNATION -  G 67
 FG0482  PID         -  FG0482
 FG0482  STATE/COUNTY-  AR/CONWAY
 FG0482  COUNTRY     -  US
 FG0482  USGS QUAD   -  HATTIEVILLE (2017)
 FG0482
 FG0482                         *CURRENT SURVEY CONTROL
 FG0482  ______________________________________________________________________
 FG0482* NAD 83(1986) POSITION- 35 17 52.     (N) 092 49 09.     (W)   SCALED
 FG0482* NAVD 88 ORTHO HEIGHT -   134.201 (meters)      440.29  (feet) ADJUSTED
 FG0482  ______________________________________________________________________
 FG0482  GEOID HEIGHT    -        -28.686 (meters)                     GEOID18
 FG0482  DYNAMIC HEIGHT  -        134.075 (meters)      439.88  (feet) COMP
 FG0482  MODELED GRAVITY -    979,696.1   (mgal)                       NAVD 88
 FG0482
 FG0482  VERT ORDER      -  SECOND    CLASS 0
 FG0482
 FG0482.The horizontal coordinates were scaled from a map and have
 FG0482.an estimated accuracy of +/- 6 seconds.
 FG0482
 FG0482.The orthometric height was determined by differential leveling and
 FG0482.adjusted by the NATIONAL GEODETIC SURVEY
 FG0482.in June 1991.
 FG0482
 FG0482.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0482.GEOID18 height accuracy estimate available here.
 FG0482
 FG0482.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV164060(NAD 83)
 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
 FG0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0482.See file dsdata.pdf to determine how the superseded data were derived.
 FG0482
 FG0482_MARKER: DB = BENCH MARK DISK
 FG0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0482_STAMPING: G 67 1935
 FG0482_MARK LOGO: CGS
 FG0482_PROJECTION: PROJECTING 8 CENTIMETERS
 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             CGS
 FG0482
 FG0482                          STATION DESCRIPTION
 FG0482
 FG0482'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG0032 ***********************************************************************
 FG0032  DESIGNATION -  G 7
 FG0032  PID         -  FG0032
 FG0032  STATE/COUNTY-  AR/STONE
 FG0032  COUNTRY     -  US
 FG0032  USGS QUAD   -  OXLEY (2017)
 FG0032
 FG0032                         *CURRENT SURVEY CONTROL
 FG0032  ______________________________________________________________________
 FG0032* NAD 83(1986) POSITION- 35 45 30.     (N) 092 24 20.     (W)   SCALED
 FG0032* NAVD 88 ORTHO HEIGHT -   229.660 (meters)      753.48  (feet) ADJUSTED
 FG0032  ______________________________________________________________________
 FG0032  GEOID HEIGHT    -        -27.816 (meters)                     GEOID18
 FG0032  DYNAMIC HEIGHT  -        229.446 (meters)      752.77  (feet) COMP
 FG0032  MODELED GRAVITY -    979,696.4   (mgal)                       NAVD 88
 FG0032
 FG0032  VERT ORDER      -  FIRST     CLASS II
 FG0032
 FG0032.The horizontal coordinates were scaled from a map and have
 FG0032.an estimated accuracy of +/- 6 seconds.
 FG0032
 FG0032.The orthometric height was determined by differential leveling and
 FG0032.adjusted by the NATIONAL GEODETIC SURVEY
 FG0032.in June 1991.
 FG0032
 FG0032.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0032.GEOID18 height accuracy estimate available here.
 FG0032
 FG0032.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV537573(NAD 83)
 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
 FG0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0032.See file dsdata.pdf to determine how the superseded data were derived.
 FG0032
 FG0032_MARKER: DB = BENCH MARK DISK
 FG0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0032_STAMPING: G 7 1931
 FG0032_MARK LOGO: CGS
 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             CGS
 FG0032  HISTORY     - 20150421 MARK NOT FOUND   ARHD
 FG0032
 FG0032                          STATION DESCRIPTION
 FG0032
 FG0032'DESCRIBED BY COAST AND 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.
 FG0032
 FG0032                          STATION RECOVERY (2015)
 FG0032
 FG0032'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 FG0032'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0004 ***********************************************************************
 EJ0004  DESIGNATION -  G 70
 EJ0004  PID         -  EJ0004
 EJ0004  STATE/COUNTY-  AR/FAULKNER
 EJ0004  COUNTRY     -  US
 EJ0004  USGS QUAD   -  MAYFLOWER (2017)
 EJ0004
 EJ0004                         *CURRENT SURVEY CONTROL
 EJ0004  ______________________________________________________________________
 EJ0004* NAD 83(1986) POSITION- 34 55 56.49   (N) 092 26 46.12   (W)   HD_HELD1
 EJ0004* NAVD 88 ORTHO HEIGHT -    90.195 (meters)      295.91  (feet) ADJUSTED
 EJ0004  ______________________________________________________________________
 EJ0004  GEOID HEIGHT    -        -27.508 (meters)                     GEOID18
 EJ0004  DYNAMIC HEIGHT  -         90.110 (meters)      295.64  (feet) COMP
 EJ0004  MODELED GRAVITY -    979,695.3   (mgal)                       NAVD 88
 EJ0004
 EJ0004  VERT ORDER      -  FIRST     CLASS II
 EJ0004
 EJ0004.The horizontal coordinates were determined by differentially corrected
 EJ0004.hand held GPS observations or other comparable positioning techniques
 EJ0004.and have an estimated accuracy of +/- 3 meters.
 EJ0004
 EJ0004.The orthometric height was determined by differential leveling and
 EJ0004.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0004.in June 1991.
 EJ0004
 EJ0004.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0004.GEOID18 height accuracy estimate available here.
 EJ0004
 EJ0004.Click photographs - Photos may exist for this station.
 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     -    66,549.6     359,238.9     MT  (+/- 3 meters HH1 GPS) 
 EJ0004
 EJ0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5058265681(NAD 83)
 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
 EJ0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0004.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0004
 EJ0004_MARKER: DB = BENCH MARK DISK
 EJ0004_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0004_STAMPING: G 70 1934
 EJ0004_MARK LOGO: CGS
 EJ0004_PROJECTION: PROJECTING 5 CENTIMETERS
 EJ0004_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0004_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EJ0004+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2014
 EJ0004
 EJ0004  HISTORY     - Date     Condition        Report By
 EJ0004  HISTORY     - 1934     MONUMENTED       CGS
 EJ0004  HISTORY     - 1967     GOOD             CGS
 EJ0004  HISTORY     - 1984     GOOD             NGS
 EJ0004  HISTORY     - 1988     GOOD             USPSQD
 EJ0004  HISTORY     - 1989     GOOD             USPSQD
 EJ0004  HISTORY     - 20120522 GOOD             ARHD
 EJ0004  HISTORY     - 20140415 GOOD             ARHD
 EJ0004
 EJ0004                          STATION DESCRIPTION
 EJ0004
 EJ0004'DESCRIBED BY COAST AND 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.
 EJ0004
 EJ0004                          STATION RECOVERY (2012)
 EJ0004
 EJ0004'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (JDH)
 EJ0004'RECOVERED AS DESCRIBED
 EJ0004
 EJ0004                          STATION RECOVERY (2014)
 EJ0004
 EJ0004'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014
 EJ0004'CAN GPS DURING WINTER MONTHS, WHILE LEAVES ARE OFF.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0311 ***********************************************************************
 FG0311  DESIGNATION -  G 72
 FG0311  PID         -  FG0311
 FG0311  STATE/COUNTY-  AR/POPE
 FG0311  COUNTRY     -  US
 FG0311  USGS QUAD   -  ATKINS (2017)
 FG0311
 FG0311                         *CURRENT SURVEY CONTROL
 FG0311  ______________________________________________________________________
 FG0311* NAD 83(1986) POSITION- 35 14 29.37   (N) 092 57 16.44   (W)   HD_HELD1
 FG0311* NAVD 88 ORTHO HEIGHT -   117.692 (meters)      386.13  (feet) ADJUSTED
 FG0311  ______________________________________________________________________
 FG0311  GEOID HEIGHT    -        -28.858 (meters)                     GEOID18
 FG0311  DYNAMIC HEIGHT  -        117.581 (meters)      385.76  (feet) COMP
 FG0311  MODELED GRAVITY -    979,690.2   (mgal)                       NAVD 88
 FG0311
 FG0311  VERT ORDER      -  SECOND    CLASS I
 FG0311
 FG0311.The horizontal coordinates were determined by differentially corrected
 FG0311.hand held GPS observations or other comparable positioning techniques
 FG0311.and have an estimated accuracy of +/- 3 meters.
 FG0311
 FG0311.The orthometric height was determined by differential leveling and
 FG0311.adjusted by the NATIONAL GEODETIC SURVEY
 FG0311.in September 2023.
 FG0311
 FG0311.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0311.GEOID18 height accuracy estimate available here.
 FG0311
 FG0311.Click photographs - Photos may exist for this station.
 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     -   101,173.5     313,121.5     MT  (+/- 3 meters HH1 GPS) 
 FG0311
 FG0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU0413399825(NAD 83)
 FG0311
 FG0311                          SUPERSEDED SURVEY CONTROL
 FG0311
 FG0311  NAVD 88 (06/15/91)  117.692  (m)          386.13   (f) SUPERSEDED  2 0
 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
 FG0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0311.See file dsdata.pdf to determine how the superseded data were derived.
 FG0311
 FG0311_MARKER: DB = BENCH MARK DISK
 FG0311_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0311_STAMPING: G 72 1934
 FG0311_MARK LOGO: CGS
 FG0311_PROJECTION: PROJECTING 3 CENTIMETERS
 FG0311_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0311
 FG0311  HISTORY     - Date     Condition        Report By
 FG0311  HISTORY     - 1934     MONUMENTED       CGS
 FG0311  HISTORY     - 1967     GOOD             CGS
 FG0311  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG0311
 FG0311                          STATION DESCRIPTION
 FG0311
 FG0311'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0920 ***********************************************************************
 EJ0920  DESIGNATION -  G 73
 EJ0920  PID         -  EJ0920
 EJ0920  STATE/COUNTY-  AR/PERRY
 EJ0920  COUNTRY     -  US
 EJ0920  USGS QUAD   -  THORNBURG (2017)
 EJ0920
 EJ0920                         *CURRENT SURVEY CONTROL
 EJ0920  ______________________________________________________________________
 EJ0920* NAD 83(1986) POSITION- 34 53 24.     (N) 092 46 48.     (W)   SCALED
 EJ0920* NAVD 88 ORTHO HEIGHT -   147.297 (meters)      483.26  (feet) ADJUSTED
 EJ0920  ______________________________________________________________________
 EJ0920  GEOID HEIGHT    -        -27.882 (meters)                     GEOID18
 EJ0920  DYNAMIC HEIGHT  -        147.155 (meters)      482.79  (feet) COMP
 EJ0920  MODELED GRAVITY -    979,668.5   (mgal)                       NAVD 88
 EJ0920
 EJ0920  VERT ORDER      -  SECOND    CLASS 0
 EJ0920
 EJ0920.The horizontal coordinates were scaled from a map and have
 EJ0920.an estimated accuracy of +/- 6 seconds.
 EJ0920
 EJ0920.The orthometric height was determined by differential leveling and
 EJ0920.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0920.in June 1991.
 EJ0920
 EJ0920.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0920.GEOID18 height accuracy estimate available here.
 EJ0920
 EJ0920.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU201608(NAD 83)
 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
 EJ0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0920.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0920
 EJ0920_MARKER: DB = BENCH MARK DISK
 EJ0920_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0920_STAMPING: G 73 1935
 EJ0920_MARK LOGO: CGS
 EJ0920_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0920
 EJ0920  HISTORY     - Date     Condition        Report By
 EJ0920  HISTORY     - 1935     MONUMENTED       CGS
 EJ0920  HISTORY     - 1960     MARK NOT FOUND   CGS
 EJ0920
 EJ0920                          STATION DESCRIPTION
 EJ0920
 EJ0920'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FF1230 ***********************************************************************
 FF1230  DESIGNATION -  G 74
 FF1230  PID         -  FF1230
 FF1230  STATE/COUNTY-  AR/WOODRUFF
 FF1230  COUNTRY     -  US
 FF1230  USGS QUAD   -  GRAYS (2017)
 FF1230
 FF1230                         *CURRENT SURVEY CONTROL
 FF1230  ______________________________________________________________________
 FF1230* NAD 83(1986) POSITION- 35 08 48.     (N) 091 14 27.     (W)   SCALED
 FF1230* NAVD 88 ORTHO HEIGHT -    67.390 (meters)      221.10  (feet) ADJUSTED
 FF1230  ______________________________________________________________________
 FF1230  GEOID HEIGHT    -        -27.248 (meters)                     GEOID18
 FF1230  DYNAMIC HEIGHT  -         67.329 (meters)      220.90  (feet) COMP
 FF1230  MODELED GRAVITY -    979,724.4   (mgal)                       NAVD 88
 FF1230
 FF1230  VERT ORDER      -  SECOND    CLASS 0
 FF1230
 FF1230.The horizontal coordinates were scaled from a map and have
 FF1230.an estimated accuracy of +/- 6 seconds.
 FF1230
 FF1230.The orthometric height was determined by differential leveling and
 FF1230.adjusted by the NATIONAL GEODETIC SURVEY
 FF1230.in June 1991.
 FF1230
 FF1230.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1230.GEOID18 height accuracy estimate available here.
 FF1230
 FF1230.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU602907(NAD 83)
 FF1230
 FF1230                          SUPERSEDED SURVEY CONTROL
 FF1230
 FF1230  NGVD 29 (11/26/84)   67.358  (m)          220.99   (f) ADJUSTED    2 0
 FF1230
 FF1230.Superseded values are not recommended for survey control.
 FF1230
 FF1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1230.See file dsdata.pdf to determine how the superseded data were derived.
 FF1230
 FF1230_MARKER: DB = BENCH MARK DISK
 FF1230_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF1230_STAMPING: G 74 1935
 FF1230_MARK LOGO: CGS
 FF1230_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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, WOODRUFF CO., ON THE ABANDONED C.R.I. AND P. RR, IN
 FF1230'NE 1/4 OF SEC. 18, T6N, R2W., 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 = MARCH 20, 2026 22:17:28 EDT
 FF1152 ***********************************************************************
 FF1152  DESIGNATION -  G 75
 FF1152  PID         -  FF1152
 FF1152  STATE/COUNTY-  AR/JACKSON
 FF1152  COUNTRY     -  US
 FF1152  USGS QUAD   -  AMAGON (2017)
 FF1152
 FF1152                         *CURRENT SURVEY CONTROL
 FF1152  ______________________________________________________________________
 FF1152* NAD 83(1986) POSITION- 35 35 20.     (N) 091 03 23.     (W)   SCALED
 FF1152* NAVD 88 ORTHO HEIGHT -    68.565 (meters)      224.95  (feet) ADJUSTED
 FF1152  ______________________________________________________________________
 FF1152  GEOID HEIGHT    -        -27.549 (meters)                     GEOID18
 FF1152  DYNAMIC HEIGHT  -         68.505 (meters)      224.75  (feet) COMP
 FF1152  MODELED GRAVITY -    979,767.2   (mgal)                       NAVD 88
 FF1152
 FF1152  VERT ORDER      -  SECOND    CLASS 0
 FF1152
 FF1152.The horizontal coordinates were scaled from a map and have
 FF1152.an estimated accuracy of +/- 6 seconds.
 FF1152
 FF1152.The orthometric height was determined by differential leveling and
 FF1152.adjusted by the NATIONAL GEODETIC SURVEY
 FF1152.in June 1991.
 FF1152
 FF1152.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1152.GEOID18 height accuracy estimate available here.
 FF1152
 FF1152.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV760400(NAD 83)
 FF1152
 FF1152                          SUPERSEDED SURVEY CONTROL
 FF1152
 FF1152  NGVD 29 (11/26/84)   68.496  (m)          224.72   (f) ADJUSTED    2 0
 FF1152
 FF1152.Superseded values are not recommended for survey control.
 FF1152
 FF1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1152.See file dsdata.pdf to determine how the superseded data were derived.
 FF1152
 FF1152_MARKER: DB = BENCH MARK DISK
 FF1152_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF1152_STAMPING: G 75 1934
 FF1152_MARK LOGO: CGS
 FF1152_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0940 ***********************************************************************
 EJ0940  DESIGNATION -  G 78
 EJ0940  PID         -  EJ0940
 EJ0940  STATE/COUNTY-  AR/SALINE
 EJ0940  COUNTRY     -  US
 EJ0940  USGS QUAD   -  HASKELL (2017)
 EJ0940
 EJ0940                         *CURRENT SURVEY CONTROL
 EJ0940  ______________________________________________________________________
 EJ0940* NAD 83(1986) POSITION- 34 34 54.     (N) 092 43 57.     (W)   SCALED
 EJ0940* NAVD 88 ORTHO HEIGHT -   117.678 (meters)      386.08  (feet) ADJUSTED
 EJ0940  ______________________________________________________________________
 EJ0940  GEOID HEIGHT    -        -26.704 (meters)                     GEOID18
 EJ0940  DYNAMIC HEIGHT  -        117.566 (meters)      385.71  (feet) COMP
 EJ0940  MODELED GRAVITY -    979,684.6   (mgal)                       NAVD 88
 EJ0940
 EJ0940  VERT ORDER      -  SECOND    CLASS 0
 EJ0940
 EJ0940.The horizontal coordinates were scaled from a map and have
 EJ0940.an estimated accuracy of +/- 6 seconds.
 EJ0940
 EJ0940.The orthometric height was determined by differential leveling and
 EJ0940.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0940.in June 1991.
 EJ0940
 EJ0940.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0940.GEOID18 height accuracy estimate available here.
 EJ0940
 EJ0940.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU245266(NAD 83)
 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
 EJ0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0940.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0940
 EJ0940_MARKER: DB = BENCH MARK DISK
 EJ0940_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0940_STAMPING: G 78 1935
 EJ0940_MARK LOGO: CGS
 EJ0940_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0940
 EJ0940  HISTORY     - Date     Condition        Report By
 EJ0940  HISTORY     - 1935     MONUMENTED       CGS
 EJ0940  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ0940  HISTORY     - 20100112 MARK NOT FOUND   ARHD
 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.
 EJ0940
 EJ0940                          STATION RECOVERY (2010)
 EJ0940
 EJ0940'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2010 (VJB)
 EJ0940'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0658 ***********************************************************************
 EJ0658  DESIGNATION -  G 79
 EJ0658  PID         -  EJ0658
 EJ0658  STATE/COUNTY-  AR/SALINE
 EJ0658  COUNTRY     -  US
 EJ0658  USGS QUAD   -  TRASKWOOD (2017)
 EJ0658
 EJ0658                         *CURRENT SURVEY CONTROL
 EJ0658  ______________________________________________________________________
 EJ0658* NAD 83(1986) POSITION- 34 25 29.     (N) 092 40 59.     (W)   SCALED
 EJ0658* NAVD 88 ORTHO HEIGHT -    81.238 (meters)      266.53  (feet) ADJUSTED
 EJ0658  ______________________________________________________________________
 EJ0658  GEOID HEIGHT    -        -26.362 (meters)                     GEOID18
 EJ0658  DYNAMIC HEIGHT  -         81.161 (meters)      266.28  (feet) COMP
 EJ0658  MODELED GRAVITY -    979,681.1   (mgal)                       NAVD 88
 EJ0658
 EJ0658  VERT ORDER      -  SECOND    CLASS 0
 EJ0658
 EJ0658.The horizontal coordinates were scaled from a map and have
 EJ0658.an estimated accuracy of +/- 6 seconds.
 EJ0658
 EJ0658.The orthometric height was determined by differential leveling and
 EJ0658.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0658.in June 1991.
 EJ0658
 EJ0658.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0658.GEOID18 height accuracy estimate available here.
 EJ0658
 EJ0658.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU291092(NAD 83)
 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
 EJ0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0658.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0658
 EJ0658_MARKER: DB = BENCH MARK DISK
 EJ0658_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0658_STAMPING: G 79 1935
 EJ0658_MARK LOGO: CGS
 EJ0658_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1308 ***********************************************************************
 FF1308  DESIGNATION -  G 8
 FF1308  PID         -  FF1308
 FF1308  STATE/COUNTY-  AR/WHITE
 FF1308  COUNTRY     -  US
 FF1308  USGS QUAD   -  GARNER (2017)
 FF1308
 FF1308                         *CURRENT SURVEY CONTROL
 FF1308  ______________________________________________________________________
 FF1308* NAD 83(1986) POSITION- 35 14 54.03   (N) 091 46 30.26   (W)   HD_HELD1
 FF1308* NAVD 88 ORTHO HEIGHT -    90.146 (meters)      295.75  (feet) ADJUSTED
 FF1308  ______________________________________________________________________
 FF1308  GEOID HEIGHT    -        -27.372 (meters)                     GEOID18
 FF1308  DYNAMIC HEIGHT  -         90.065 (meters)      295.49  (feet) COMP
 FF1308  MODELED GRAVITY -    979,729.3   (mgal)                       NAVD 88
 FF1308
 FF1308  VERT ORDER      -  SECOND    CLASS I
 FF1308
 FF1308.The horizontal coordinates were determined by differentially corrected
 FF1308.hand held GPS observations or other comparable positioning techniques
 FF1308.and have an estimated accuracy of +/- 3 meters.
 FF1308
 FF1308.The orthometric height was determined by differential leveling and
 FF1308.adjusted by the NATIONAL GEODETIC SURVEY
 FF1308.in November 2018.
 FF1308
 FF1308.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1308.GEOID18 height accuracy estimate available here.
 FF1308
 FF1308.Click photographs - Photos may exist for this station.
 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     -   101,535.7     420,470.0     MT  (+/- 3 meters HH1 GPS) 
 FF1308
 FF1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV1144001271(NAD 83)
 FF1308
 FF1308                          SUPERSEDED SURVEY CONTROL
 FF1308
 FF1308  NAVD 88 (06/15/91)   90.638  (m)          297.37   (f) SUPERSEDED  1 2
 FF1308  NGVD 29 (11/26/84)   90.586  (m)          297.20   (f) ADJUSTED    1 2
 FF1308
 FF1308.Superseded values are not recommended for survey control.
 FF1308
 FF1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1308.See file dsdata.pdf to determine how the superseded data were derived.
 FF1308
 FF1308_MARKER: DB = BENCH MARK DISK
 FF1308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1308_STAMPING: G 8 1931 297.198
 FF1308_MARK LOGO: CGS
 FF1308_PROJECTION: PROJECTING 3 CENTIMETERS
 FF1308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1308+STABILITY: SURFACE MOTION
 FF1308_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1308+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2018
 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  HISTORY     - 20100112 POOR             NGS
 FF1308  HISTORY     - 20181002 GOOD             ARHD
 FF1308
 FF1308                          STATION DESCRIPTION
 FF1308
 FF1308'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1308'2.4 MI WEST FROM SEARCY.  0.2 MILE SOUTH ALONG SOUTH SPRING STREET
 FF1308'FROM THE COURTHOUSE AT SEARCY, THENCE 1.95 MILES WEST ALONG STATE
 FF1308'HIGHWAY 36, THENCE 0.2 MILE WEST ALONG THE ABANDONED MISSOURI AND
 FF1308'ARKANSAS RAILROAD GRADE, 110 FEET EAST OF THE WEST END OF A CUT, 99
 FF1308'FEET EAST OF A FENCE, 72 FEET EAST OF A TELEPHONE POLE, 52 FEET NORTH
 FF1308'OF THE CENTER LINE OF THE OLD RAILROAD GRADE, 7 FEET NORTH OF A
 FF1308'WITNESS 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 PROJECTS
 FF1308'0.3 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.
 FF1308
 FF1308                          STATION RECOVERY (2010)
 FF1308
 FF1308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2010 (JBW)
 FF1308'AFTER REPEATED LEVEL RUNS FROM ADJACENT BENCH MARKS, THIS BENCH MARK
 FF1308'SEEMS TO BE OUT BY +/- 0.4 METERS. USE WITH CAUTION.
 FF1308
 FF1308                          STATION RECOVERY (2018)
 FF1308
 FF1308'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (JDH)
 FF1308'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0695 ***********************************************************************
 EJ0695  DESIGNATION -  G 81
 EJ0695  PID         -  EJ0695
 EJ0695  STATE/COUNTY-  AR/GRANT
 EJ0695  COUNTRY     -  US
 EJ0695  USGS QUAD   -  LEOLA (2017)
 EJ0695
 EJ0695                         *CURRENT SURVEY CONTROL
 EJ0695  ______________________________________________________________________
 EJ0695* NAD 83(1986) POSITION- 34 11 08.     (N) 092 35 45.     (W)   SCALED
 EJ0695* NAVD 88 ORTHO HEIGHT -    73.762 (meters)      242.00  (feet) ADJUSTED
 EJ0695  ______________________________________________________________________
 EJ0695  GEOID HEIGHT    -        -26.234 (meters)                     GEOID18
 EJ0695  DYNAMIC HEIGHT  -         73.689 (meters)      241.76  (feet) COMP
 EJ0695  MODELED GRAVITY -    979,653.3   (mgal)                       NAVD 88
 EJ0695
 EJ0695  VERT ORDER      -  SECOND    CLASS 0
 EJ0695
 EJ0695.The horizontal coordinates were scaled from a map and have
 EJ0695.an estimated accuracy of +/- 6 seconds.
 EJ0695
 EJ0695.The orthometric height was determined by differential leveling and
 EJ0695.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0695.in June 1991.
 EJ0695
 EJ0695.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0695.GEOID18 height accuracy estimate available here.
 EJ0695
 EJ0695.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT372828(NAD 83)
 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
 EJ0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0695.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0695
 EJ0695_MARKER: DB = BENCH MARK DISK
 EJ0695_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0695_STAMPING: G 81 1935
 EJ0695_MARK LOGO: CGS
 EJ0695_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1031 ***********************************************************************
 EH1031  DESIGNATION -  G 82
 EH1031  PID         -  EH1031
 EH1031  STATE/COUNTY-  AR/ST FRANCIS
 EH1031  COUNTRY     -  US
 EH1031  USGS QUAD   -  HAYNES (2017)
 EH1031
 EH1031                         *CURRENT SURVEY CONTROL
 EH1031  ______________________________________________________________________
 EH1031* NAD 83(1997) POSITION- 34 56 57.78499(N) 090 47 26.87073(W)   ADJUSTED
 EH1031* NAVD 88 ORTHO HEIGHT -    69.441 (meters)      227.82  (feet) ADJUSTED
 EH1031  ______________________________________________________________________
 EH1031  GEOID HEIGHT    -        -26.861 (meters)                     GEOID18
 EH1031  LAPLACE CORR    -         -0.02  (seconds)                    DEFLEC18
 EH1031  DYNAMIC HEIGHT  -         69.377 (meters)      227.61  (feet) COMP
 EH1031  MODELED GRAVITY -    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 and
 EH1031.adjusted by the NATIONAL GEODETIC SURVEY
 EH1031.in June 1991.
 EH1031
 EH1031.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1031.GEOID18 height accuracy estimate available here.
 EH1031
 EH1031.Click photographs - Photos may exist for this station.
 EH1031
 EH1031.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999332  x   0.99999688  =   0.99999020
 EH1031!SPC AR S     -   0.99999332  x   1.00004586  =   1.00003918
 EH1031!UTM  15      -   0.99999332  x   1.00010160  =   1.00009492
 EH1031
 EH1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU0173469658(NAD 83)
 EH1031
 EH1031                          SUPERSEDED SURVEY CONTROL
 EH1031
 EH1031  NAD 83(1995)-  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              69.41   (m)          227.7    (f) LEVELING    3  
 EH1031  NGVD 29 (11/26/84)   69.431  (m)          227.79   (f) ADJUSTED    2 0
 EH1031
 EH1031.Superseded values are not recommended for survey control.
 EH1031
 EH1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1031.See file dsdata.pdf to determine how the superseded data were derived.
 EH1031
 EH1031_MARKER: DB = BENCH MARK DISK
 EH1031_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EH1031_STAMPING: G 82 1935
 EH1031_MARK LOGO: CGS
 EH1031_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 DK1427 ***********************************************************************
 DK1427  DESIGNATION -  G 83
 DK1427  PID         -  DK1427
 DK1427  STATE/COUNTY-  AR/DREW
 DK1427  COUNTRY     -  US
 DK1427  USGS QUAD   -  MONTICELLO NORTH (2017)
 DK1427
 DK1427                         *CURRENT SURVEY CONTROL
 DK1427  ______________________________________________________________________
 DK1427* NAD 83(1986) POSITION- 33 37 48.     (N) 091 50 05.     (W)   SCALED
 DK1427* NAVD 88 ORTHO HEIGHT -    69.957 (meters)      229.52  (feet) ADJUSTED
 DK1427  ______________________________________________________________________
 DK1427  GEOID HEIGHT    -        -25.752 (meters)                     GEOID18
 DK1427  DYNAMIC HEIGHT  -         69.885 (meters)      229.28  (feet) COMP
 DK1427  MODELED GRAVITY -    979,614.9   (mgal)                       NAVD 88
 DK1427
 DK1427  VERT ORDER      -  SECOND    CLASS 0
 DK1427
 DK1427.The horizontal coordinates were scaled from a map and have
 DK1427.an estimated accuracy of +/- 6 seconds.
 DK1427
 DK1427.The orthometric height was determined by differential leveling and
 DK1427.adjusted by the NATIONAL GEODETIC SURVEY
 DK1427.in June 1991.
 DK1427
 DK1427.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1427.GEOID18 height accuracy estimate available here.
 DK1427
 DK1427.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT080217(NAD 83)
 DK1427
 DK1427                          SUPERSEDED SURVEY CONTROL
 DK1427
 DK1427  NGVD 29 (11/26/84)   70.058  (m)          229.85   (f) ADJUSTED    2 0
 DK1427
 DK1427.Superseded values are not recommended for survey control.
 DK1427
 DK1427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1427.See file dsdata.pdf to determine how the superseded data were derived.
 DK1427
 DK1427_MARKER: DB = BENCH MARK DISK
 DK1427_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DK1427_STAMPING: G 83 1935
 DK1427_MARK LOGO: CGS
 DK1427_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0360 ***********************************************************************
 EJ0360  DESIGNATION -  G 84
 EJ0360  PID         -  EJ0360
 EJ0360  STATE/COUNTY-  AR/PULASKI
 EJ0360  COUNTRY     -  US
 EJ0360  USGS QUAD   -  SPRING LAKE (2017)
 EJ0360
 EJ0360                         *CURRENT SURVEY CONTROL
 EJ0360  ______________________________________________________________________
 EJ0360* NAD 83(1986) POSITION- 34 34 59.     (N) 092 19 40.     (W)   SCALED
 EJ0360* NAVD 88 ORTHO HEIGHT -    88.516 (meters)      290.41  (feet) ADJUSTED
 EJ0360  ______________________________________________________________________
 EJ0360  GEOID HEIGHT    -        -26.386 (meters)                     GEOID18
 EJ0360  DYNAMIC HEIGHT  -         88.432 (meters)      290.13  (feet) COMP
 EJ0360  MODELED GRAVITY -    979,683.5   (mgal)                       NAVD 88
 EJ0360
 EJ0360  VERT ORDER      -  SECOND    CLASS 0
 EJ0360
 EJ0360.The horizontal coordinates were scaled from a map and have
 EJ0360.an estimated accuracy of +/- 6 seconds.
 EJ0360
 EJ0360.The orthometric height was determined by differential leveling and
 EJ0360.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0360.in June 1991.
 EJ0360
 EJ0360.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0360.GEOID18 height accuracy estimate available here.
 EJ0360
 EJ0360.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU616270(NAD 83)
 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
 EJ0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0360.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0360
 EJ0360_MARKER: DB = BENCH MARK DISK
 EJ0360_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0360_STAMPING: G 84 1935
 EJ0360_MARK LOGO: CGS
 EJ0360_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1415 ***********************************************************************
 FF1415  DESIGNATION -  G 85
 FF1415  PID         -  FF1415
 FF1415  STATE/COUNTY-  AR/WHITE
 FF1415  COUNTRY     -  US
 FF1415  USGS QUAD   -  WEST POINT (2017)
 FF1415
 FF1415                         *CURRENT SURVEY CONTROL
 FF1415  ______________________________________________________________________
 FF1415* NAD 83(1986) POSITION- 35 12 20.     (N) 091 36 56.     (W)   SCALED
 FF1415* NAVD 88 ORTHO HEIGHT -    66.703 (meters)      218.84  (feet) ADJUSTED
 FF1415  ______________________________________________________________________
 FF1415  GEOID HEIGHT    -        -27.362 (meters)                     GEOID18
 FF1415  DYNAMIC HEIGHT  -         66.643 (meters)      218.64  (feet) COMP
 FF1415  MODELED GRAVITY -    979,731.3   (mgal)                       NAVD 88
 FF1415
 FF1415  VERT ORDER      -  SECOND    CLASS 0
 FF1415
 FF1415.The horizontal coordinates were scaled from a map and have
 FF1415.an estimated accuracy of +/- 6 seconds.
 FF1415
 FF1415.The orthometric height was determined by differential leveling and
 FF1415.adjusted by the NATIONAL GEODETIC SURVEY
 FF1415.in June 1991.
 FF1415
 FF1415.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1415.GEOID18 height accuracy estimate available here.
 FF1415
 FF1415.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU260967(NAD 83)
 FF1415
 FF1415                          SUPERSEDED SURVEY CONTROL
 FF1415
 FF1415  NGVD 29 (11/26/84)   66.662  (m)          218.71   (f) ADJUSTED    2 0
 FF1415
 FF1415.Superseded values are not recommended for survey control.
 FF1415
 FF1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1415.See file dsdata.pdf to determine how the superseded data were derived.
 FF1415
 FF1415_MARKER: DB = BENCH MARK DISK
 FF1415_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF1415_STAMPING: G 85 1935
 FF1415_MARK LOGO: CGS
 FF1415_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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, 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 = MARCH 20, 2026 22:17:28 EDT
 FF0169 ***********************************************************************
 FF0169  DESIGNATION -  G 86
 FF0169  PID         -  FF0169
 FF0169  STATE/COUNTY-  AR/CRITTENDEN
 FF0169  COUNTRY     -  US
 FF0169  USGS QUAD   -  EARLE (2017)
 FF0169
 FF0169                         *CURRENT SURVEY CONTROL
 FF0169  ______________________________________________________________________
 FF0169* NAD 83(1986) POSITION- 35 16 23.     (N) 090 26 22.     (W)   SCALED
 FF0169* NAVD 88 ORTHO HEIGHT -    67.587 (meters)      221.74  (feet) POSTED
 FF0169  ______________________________________________________________________
 FF0169  GEOID HEIGHT    -        -27.344 (meters)                     GEOID18
 FF0169  DYNAMIC HEIGHT  -         67.53  (meters)      221.6   (feet) COMP
 FF0169  MODELED GRAVITY -    979,743.4   (mgal)                       NAVD 88
 FF0169
 FF0169  VERT ORDER      -  * POSTED, SEE BELOW
 FF0169
 FF0169.The horizontal coordinates were scaled from a 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
 FF0169.* This is a POSTED BENCH MARK height.
 FF0169
 FF0169.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0169.GEOID18 height accuracy estimate available here.
 FF0169
 FF0169.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV329063(NAD 83)
 FF0169
 FF0169                          SUPERSEDED SURVEY CONTROL
 FF0169
 FF0169  NGVD 29 (11/26/84)   67.581  (m)          221.72   (f) ADJUSTED    2 0
 FF0169
 FF0169.Superseded values are not recommended for survey control.
 FF0169
 FF0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0169.See file dsdata.pdf to determine how the superseded data were derived.
 FF0169
 FF0169_MARKER: DB = BENCH MARK DISK
 FF0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0169_STAMPING: G 86 1935
 FF0169_MARK LOGO: CGS
 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 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 = MARCH 20, 2026 22:17:28 EDT
 EH1272 ***********************************************************************
 EH1272  DESIGNATION -  G 87
 EH1272  PID         -  EH1272
 EH1272  STATE/COUNTY-  AR/PRAIRIE
 EH1272  COUNTRY     -  US
 EH1272  USGS QUAD   -  DES ARC EAST (2017)
 EH1272
 EH1272                         *CURRENT SURVEY CONTROL
 EH1272  ______________________________________________________________________
 EH1272* NAD 83(1986) POSITION- 34 58 38.     (N) 091 29 36.     (W)   SCALED
 EH1272* NAVD 88 ORTHO HEIGHT -    61.704 (meters)      202.44  (feet) ADJUSTED
 EH1272  ______________________________________________________________________
 EH1272  GEOID HEIGHT    -        -27.184 (meters)                     GEOID18
 EH1272  DYNAMIC HEIGHT  -         61.647 (meters)      202.25  (feet) COMP
 EH1272  MODELED GRAVITY -    979,711.3   (mgal)                       NAVD 88
 EH1272
 EH1272  VERT ORDER      -  FIRST     CLASS II
 EH1272
 EH1272.The horizontal coordinates were scaled from a map and have
 EH1272.an estimated accuracy of +/- 6 seconds.
 EH1272
 EH1272.The orthometric height was determined by differential leveling and
 EH1272.adjusted by the NATIONAL GEODETIC SURVEY
 EH1272.in June 1991.
 EH1272
 EH1272.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1272.GEOID18 height accuracy estimate available here.
 EH1272
 EH1272.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU375715(NAD 83)
 EH1272
 EH1272                          SUPERSEDED SURVEY CONTROL
 EH1272
 EH1272  NGVD 29 (11/26/84)   61.698  (m)          202.42   (f) ADJUSTED    1 2
 EH1272
 EH1272.Superseded values are not recommended for survey control.
 EH1272
 EH1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1272.See file dsdata.pdf to determine how the superseded data were derived.
 EH1272
 EH1272_MARKER: DB = BENCH MARK DISK
 EH1272_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EH1272_STAMPING: G 87 1935
 EH1272_MARK LOGO: CGS
 EH1272_PROJECTION: FLUSH
 EH1272_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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'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 = MARCH 20, 2026 22:17:28 EDT
 EK0250 ***********************************************************************
 EK0250  DESIGNATION -  G 88
 EK0250  PID         -  EK0250
 EK0250  STATE/COUNTY-  AR/SEVIER
 EK0250  COUNTRY     -  US
 EK0250  USGS QUAD   -  DIERKS (2017)
 EK0250
 EK0250                         *CURRENT SURVEY CONTROL
 EK0250  ______________________________________________________________________
 EK0250* NAD 83(1986) POSITION- 34 05 57.     (N) 094 07 12.     (W)   SCALED
 EK0250* NAVD 88 ORTHO HEIGHT -   148.211 (meters)      486.26  (feet) ADJUSTED
 EK0250  ______________________________________________________________________
 EK0250  GEOID HEIGHT    -        -27.841 (meters)                     GEOID18
 EK0250  DYNAMIC HEIGHT  -        148.060 (meters)      485.76  (feet) COMP
 EK0250  MODELED GRAVITY -    979,612.3   (mgal)                       NAVD 88
 EK0250
 EK0250  VERT ORDER      -  SECOND    CLASS 0
 EK0250
 EK0250.The horizontal coordinates were scaled from a map and have
 EK0250.an estimated accuracy of +/- 6 seconds.
 EK0250
 EK0250.The orthometric height was determined by differential leveling and
 EK0250.adjusted by the NATIONAL GEODETIC SURVEY
 EK0250.in June 1991.
 EK0250
 EK0250.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0250.GEOID18 height accuracy estimate available here.
 EK0250
 EK0250.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT966737(NAD 83)
 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
 EK0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0250.See file dsdata.pdf to determine how the superseded data were derived.
 EK0250
 EK0250_MARKER: DB = BENCH MARK DISK
 EK0250_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EK0250_STAMPING: G 88 1935
 EK0250_MARK LOGO: CGS
 EK0250_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0250
 EK0250  HISTORY     - Date     Condition        Report By
 EK0250  HISTORY     - 1935     MONUMENTED       CGS
 EK0250  HISTORY     - 1962     MARK NOT FOUND   CGS
 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 COAST AND GEODETIC SURVEY 1962
 EK0250'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0981 ***********************************************************************
 FF0981  DESIGNATION -  G 9
 FF0981  PID         -  FF0981
 FF0981  STATE/COUNTY-  AR/JACKSON
 FF0981  COUNTRY     -  US
 FF0981  USGS QUAD   -  TUCKERMAN (2017)
 FF0981
 FF0981                         *CURRENT SURVEY CONTROL
 FF0981  ______________________________________________________________________
 FF0981* NAD 83(1986) POSITION- 35 42 16.     (N) 091 12 55.     (W)   SCALED
 FF0981* NAVD 88 ORTHO HEIGHT -    73.977 (meters)      242.71  (feet) ADJUSTED
 FF0981  ______________________________________________________________________
 FF0981  GEOID HEIGHT    -        -27.670 (meters)                     GEOID18
 FF0981  DYNAMIC HEIGHT  -         73.914 (meters)      242.50  (feet) COMP
 FF0981  MODELED GRAVITY -    979,776.2   (mgal)                       NAVD 88
 FF0981
 FF0981  VERT ORDER      -  FIRST     CLASS II
 FF0981
 FF0981.The horizontal coordinates were scaled from a map and have
 FF0981.an estimated accuracy of +/- 6 seconds.
 FF0981
 FF0981.The orthometric height was determined by differential leveling and
 FF0981.adjusted by the NATIONAL GEODETIC SURVEY
 FF0981.in June 1991.
 FF0981
 FF0981.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0981.GEOID18 height accuracy estimate available here.
 FF0981
 FF0981.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV614526(NAD 83)
 FF0981
 FF0981                          SUPERSEDED SURVEY CONTROL
 FF0981
 FF0981  NGVD 29 (11/26/84)   73.908  (m)          242.48   (f) ADJUSTED    1 2
 FF0981
 FF0981.Superseded values are not recommended for survey control.
 FF0981
 FF0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0981.See file dsdata.pdf to determine how the superseded data were derived.
 FF0981
 FF0981_MARKER: DB = BENCH MARK DISK
 FF0981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0981_STAMPING: 242.480 G 9 1931
 FF0981_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 DK1452 ***********************************************************************
 DK1452  DESIGNATION -  G 90
 DK1452  PID         -  DK1452
 DK1452  STATE/COUNTY-  AR/LINCOLN
 DK1452  COUNTRY     -  US
 DK1452  USGS QUAD   -  STAR CITY (2017)
 DK1452
 DK1452                         *CURRENT SURVEY CONTROL
 DK1452  ______________________________________________________________________
 DK1452* NAD 83(1986) POSITION- 33 57 33.     (N) 091 45 56.     (W)   SCALED
 DK1452* NAVD 88 ORTHO HEIGHT -    55.279 (meters)      181.36  (feet) ADJUSTED
 DK1452  ______________________________________________________________________
 DK1452  GEOID HEIGHT    -        -25.871 (meters)                     GEOID18
 DK1452  DYNAMIC HEIGHT  -         55.224 (meters)      181.18  (feet) COMP
 DK1452  MODELED GRAVITY -    979,639.8   (mgal)                       NAVD 88
 DK1452
 DK1452  VERT ORDER      -  SECOND    CLASS 0
 DK1452
 DK1452.The horizontal coordinates were scaled from a map and have
 DK1452.an estimated accuracy of +/- 6 seconds.
 DK1452
 DK1452.The orthometric height was determined by differential leveling and
 DK1452.adjusted by the NATIONAL GEODETIC SURVEY
 DK1452.in June 1991.
 DK1452
 DK1452.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1452.GEOID18 height accuracy estimate available here.
 DK1452
 DK1452.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT140583(NAD 83)
 DK1452
 DK1452                          SUPERSEDED SURVEY CONTROL
 DK1452
 DK1452  NGVD 29 (11/26/84)   55.366  (m)          181.65   (f) ADJUSTED    2 0
 DK1452
 DK1452.Superseded values are not recommended for survey control.
 DK1452
 DK1452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1452.See file dsdata.pdf to determine how the superseded data were derived.
 DK1452
 DK1452_MARKER: DB = BENCH MARK DISK
 DK1452_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DK1452_STAMPING: G 90 1935
 DK1452_MARK LOGO: CGS
 DK1452_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 DL0040 ***********************************************************************
 DL0040  DESIGNATION -  G 91
 DL0040  PID         -  DL0040
 DL0040  STATE/COUNTY-  AR/CALHOUN
 DL0040  COUNTRY     -  US
 DL0040  USGS QUAD   -  BANKS (2017)
 DL0040
 DL0040                         *CURRENT SURVEY CONTROL
 DL0040  ______________________________________________________________________
 DL0040* NAD 83(1986) POSITION- 33 36 12.     (N) 092 21 00.     (W)   SCALED
 DL0040* NAVD 88 ORTHO HEIGHT -    49.783 (meters)      163.33  (feet) ADJUSTED
 DL0040  ______________________________________________________________________
 DL0040  GEOID HEIGHT    -        -26.039 (meters)                     GEOID18
 DL0040  DYNAMIC HEIGHT  -         49.732 (meters)      163.16  (feet) COMP
 DL0040  MODELED GRAVITY -    979,604.7   (mgal)                       NAVD 88
 DL0040
 DL0040  VERT ORDER      -  SECOND    CLASS 0
 DL0040
 DL0040.The horizontal coordinates were scaled from a map and have
 DL0040.an estimated accuracy of +/- 6 seconds.
 DL0040
 DL0040.The orthometric height was determined by differential leveling and
 DL0040.adjusted by the NATIONAL GEODETIC SURVEY
 DL0040.in June 1991.
 DL0040
 DL0040.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0040.GEOID18 height accuracy estimate available here.
 DL0040
 DL0040.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT603183(NAD 83)
 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
 DL0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0040.See file dsdata.pdf to determine how the superseded data were derived.
 DL0040
 DL0040_MARKER: DB = BENCH MARK DISK
 DL0040_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DL0040_STAMPING: G 91 1935
 DL0040_MARK LOGO: CGS
 DL0040_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0040
 DL0040  HISTORY     - Date     Condition        Report By
 DL0040  HISTORY     - 1935     MONUMENTED       CGS
 DL0040  HISTORY     - 1964     GOOD             CGS
 DL0040  HISTORY     - 20130702 MARK NOT FOUND   ARHD
 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 COAST AND GEODETIC SURVEY 1964
 DL0040'RECOVERED IN GOOD CONDITION.
 DL0040
 DL0040                          STATION RECOVERY (2013)
 DL0040
 DL0040'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (JDH)
 DL0040'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0166 ***********************************************************************
 DL0166  DESIGNATION -  G 92
 DL0166  PID         -  DL0166
 DL0166  STATE/COUNTY-  AR/BRADLEY
 DL0166  COUNTRY     -  US
 DL0166  USGS QUAD   -  VICK (2017)
 DL0166
 DL0166                         *CURRENT SURVEY CONTROL
 DL0166  ______________________________________________________________________
 DL0166* NAD 83(1986) POSITION- 33 18 14.     (N) 092 05 04.     (W)   SCALED
 DL0166* NAVD 88 ORTHO HEIGHT -    37.159 (meters)      121.91  (feet) ADJUSTED
 DL0166  ______________________________________________________________________
 DL0166  GEOID HEIGHT    -        -25.942 (meters)                     GEOID18
 DL0166  DYNAMIC HEIGHT  -         37.120 (meters)      121.78  (feet) COMP
 DL0166  MODELED GRAVITY -    979,583.8   (mgal)                       NAVD 88
 DL0166
 DL0166  VERT ORDER      -  SECOND    CLASS 0
 DL0166
 DL0166.The horizontal coordinates were scaled from a map and have
 DL0166.an estimated accuracy of +/- 6 seconds.
 DL0166
 DL0166.The orthometric height was determined by differential leveling and
 DL0166.adjusted by the NATIONAL GEODETIC SURVEY
 DL0166.in June 1991.
 DL0166
 DL0166.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0166.GEOID18 height accuracy estimate available here.
 DL0166
 DL0166.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS852853(NAD 83)
 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
 DL0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0166.See file dsdata.pdf to determine how the superseded data were derived.
 DL0166
 DL0166_MARKER: DB = BENCH MARK DISK
 DL0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0166_STAMPING: G 92 1935
 DL0166_MARK LOGO: CGS
 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             CGS
 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 COAST AND GEODETIC SURVEY 1964
 DL0166'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1399 ***********************************************************************
 FG1399  DESIGNATION -  G 93
 FG1399  PID         -  FG1399
 FG1399  STATE/COUNTY-  AR/MADISON
 FG1399  COUNTRY     -  US
 FG1399  USGS QUAD   -  SAINT PAUL (2017)
 FG1399
 FG1399                         *CURRENT SURVEY CONTROL
 FG1399  ______________________________________________________________________
 FG1399* NAD 83(1986) POSITION- 35 47 58.     (N) 093 47 22.     (W)   SCALED
 FG1399* NAVD 88 ORTHO HEIGHT -   457.515 (meters)     1501.03  (feet) ADJUSTED
 FG1399  ______________________________________________________________________
 FG1399  GEOID HEIGHT    -        -28.125 (meters)                     GEOID18
 FG1399  DYNAMIC HEIGHT  -        457.079 (meters)     1499.60  (feet) COMP
 FG1399  MODELED GRAVITY -    979,666.4   (mgal)                       NAVD 88
 FG1399
 FG1399  VERT ORDER      -  SECOND    CLASS 0
 FG1399
 FG1399.The horizontal coordinates were scaled from a map and have
 FG1399.an estimated accuracy of +/- 6 seconds.
 FG1399
 FG1399.The orthometric height was determined by differential leveling and
 FG1399.adjusted by the NATIONAL GEODETIC SURVEY
 FG1399.in June 1991.
 FG1399
 FG1399.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1399.GEOID18 height accuracy estimate available here.
 FG1399
 FG1399.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV286619(NAD 83)
 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
 FG1399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1399.See file dsdata.pdf to determine how the superseded data were derived.
 FG1399
 FG1399_MARKER: DB = BENCH MARK DISK
 FG1399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1399_STAMPING: G 93 1935
 FG1399_MARK LOGO: CGS
 FG1399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1399+STABILITY: SURFACE MOTION
 FG1399_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FG1399+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2014
 FG1399
 FG1399  HISTORY     - Date     Condition        Report By
 FG1399  HISTORY     - 1935     MONUMENTED       CGS
 FG1399  HISTORY     - 1959     GOOD             CGS
 FG1399  HISTORY     - 20140717 GOOD             ARHD
 FG1399
 FG1399                          STATION DESCRIPTION
 FG1399
 FG1399'DESCRIBED BY COAST AND 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.
 FG1399
 FG1399                          STATION RECOVERY (2014)
 FG1399
 FG1399'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (WDA)
 FG1399'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1410 ***********************************************************************
 FG1410  DESIGNATION -  G 94
 FG1410  PID         -  FG1410
 FG1410  STATE/COUNTY-  AR/JOHNSON
 FG1410  COUNTRY     -  US
 FG1410  USGS QUAD   -  HUNT (2017)
 FG1410
 FG1410                         *CURRENT SURVEY CONTROL
 FG1410  ______________________________________________________________________
 FG1410* NAD 83(1986) POSITION- 35 32 50.     (N) 093 38 55.     (W)   SCALED
 FG1410* NAVD 88 ORTHO HEIGHT -   222.462 (meters)      729.86  (feet) ADJUSTED
 FG1410  ______________________________________________________________________
 FG1410  GEOID HEIGHT    -        -28.899 (meters)                     GEOID18
 FG1410  DYNAMIC HEIGHT  -        222.254 (meters)      729.18  (feet) COMP
 FG1410  MODELED GRAVITY -    979,693.8   (mgal)                       NAVD 88
 FG1410
 FG1410  VERT ORDER      -  SECOND    CLASS 0
 FG1410
 FG1410.The horizontal coordinates were scaled from a map and have
 FG1410.an estimated accuracy of +/- 6 seconds.
 FG1410
 FG1410.The orthometric height was determined by differential leveling and
 FG1410.adjusted by the NATIONAL GEODETIC SURVEY
 FG1410.in June 1991.
 FG1410
 FG1410.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1410.GEOID18 height accuracy estimate available here.
 FG1410
 FG1410.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV412339(NAD 83)
 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
 FG1410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1410.See file dsdata.pdf to determine how the superseded data were derived.
 FG1410
 FG1410_MARKER: DB = BENCH MARK DISK
 FG1410_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG1410_STAMPING: G 94 1935
 FG1410_MARK LOGO: CGS
 FG1410_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG1410
 FG1410  HISTORY     - Date     Condition        Report By
 FG1410  HISTORY     - 1935     MONUMENTED       CGS
 FG1410
 FG1410                          STATION DESCRIPTION
 FG1410
 FG1410'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG1476 ***********************************************************************
 FG1476  DESIGNATION -  G 95
 FG1476  PID         -  FG1476
 FG1476  STATE/COUNTY-  AR/JOHNSON
 FG1476  COUNTRY     -  US
 FG1476  USGS QUAD   -  HARMONY (2017)
 FG1476
 FG1476                         *CURRENT SURVEY CONTROL
 FG1476  ______________________________________________________________________
 FG1476* NAD 83(1986) POSITION- 35 35 59.     (N) 093 35 11.     (W)   SCALED
 FG1476* NAVD 88 ORTHO HEIGHT -   360.414 (meters)     1182.46  (feet) ADJUSTED
 FG1476  ______________________________________________________________________
 FG1476  GEOID HEIGHT    -        -28.614 (meters)                     GEOID18
 FG1476  DYNAMIC HEIGHT  -        360.067 (meters)     1181.32  (feet) COMP
 FG1476  MODELED GRAVITY -    979,662.0   (mgal)                       NAVD 88
 FG1476
 FG1476  VERT ORDER      -  SECOND    CLASS 0
 FG1476
 FG1476.The horizontal coordinates were scaled from a map and have
 FG1476.an estimated accuracy of +/- 6 seconds.
 FG1476
 FG1476.The orthometric height was determined by differential leveling and
 FG1476.adjusted by the NATIONAL GEODETIC SURVEY
 FG1476.in June 1991.
 FG1476
 FG1476.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1476.GEOID18 height accuracy estimate available here.
 FG1476
 FG1476.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV468397(NAD 83)
 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
 FG1476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1476.See file dsdata.pdf to determine how the superseded data were derived.
 FG1476
 FG1476_MARKER: DB = BENCH MARK DISK
 FG1476_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG1476_STAMPING: G 95 1935
 FG1476_MARK LOGO: CGS
 FG1476_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0374 ***********************************************************************
 EJ0374  DESIGNATION -  G 96
 EJ0374  PID         -  EJ0374
 EJ0374  STATE/COUNTY-  AR/SALINE
 EJ0374  COUNTRY     -  US
 EJ0374  USGS QUAD   -  BRYANT (2017)
 EJ0374
 EJ0374                         *CURRENT SURVEY CONTROL
 EJ0374  ______________________________________________________________________
 EJ0374* NAD 83(1986) POSITION- 34 36 03.     (N) 092 26 45.     (W)   SCALED
 EJ0374* NAVD 88 ORTHO HEIGHT -   141.535 (meters)      464.35  (feet) ADJUSTED
 EJ0374  ______________________________________________________________________
 EJ0374  GEOID HEIGHT    -        -26.384 (meters)                     GEOID18
 EJ0374  DYNAMIC HEIGHT  -        141.401 (meters)      463.91  (feet) COMP
 EJ0374  MODELED GRAVITY -    979,687.6   (mgal)                       NAVD 88
 EJ0374
 EJ0374  VERT ORDER      -  SECOND    CLASS 0
 EJ0374
 EJ0374.The horizontal coordinates were scaled from a map and have
 EJ0374.an estimated accuracy of +/- 6 seconds.
 EJ0374
 EJ0374.The orthometric height was determined by differential leveling and
 EJ0374.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0374.in June 1991.
 EJ0374
 EJ0374.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0374.GEOID18 height accuracy estimate available here.
 EJ0374
 EJ0374.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU508289(NAD 83)
 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
 EJ0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0374.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0374
 EJ0374_MARKER: DB = BENCH MARK DISK
 EJ0374_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0374_STAMPING: G 96 1935
 EJ0374_MARK LOGO: CGS
 EJ0374_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0374
 EJ0374  HISTORY     - Date     Condition        Report By
 EJ0374  HISTORY     - 1935     MONUMENTED       CGS
 EJ0374  HISTORY     - 1941     GOOD             CGS
 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0505 ***********************************************************************
 EJ0505  DESIGNATION -  G 97
 EJ0505  PID         -  EJ0505
 EJ0505  STATE/COUNTY-  AR/JEFFERSON
 EJ0505  COUNTRY     -  US
 EJ0505  USGS QUAD   -  REDFIELD (2017)
 EJ0505
 EJ0505                         *CURRENT SURVEY CONTROL
 EJ0505  ______________________________________________________________________
 EJ0505* NAD 83(1986) POSITION- 34 24 57.     (N) 092 10 29.     (W)   SCALED
 EJ0505* NAVD 88 ORTHO HEIGHT -   107.173 (meters)      351.62  (feet) ADJUSTED
 EJ0505  ______________________________________________________________________
 EJ0505  GEOID HEIGHT    -        -26.067 (meters)                     GEOID18
 EJ0505  DYNAMIC HEIGHT  -        107.071 (meters)      351.28  (feet) COMP
 EJ0505  MODELED GRAVITY -    979,685.2   (mgal)                       NAVD 88
 EJ0505
 EJ0505  VERT ORDER      -  FIRST     CLASS II
 EJ0505
 EJ0505.The horizontal coordinates were scaled from a map and have
 EJ0505.an estimated accuracy of +/- 6 seconds.
 EJ0505
 EJ0505.The orthometric height was determined by differential leveling and
 EJ0505.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0505.in September 2023.
 EJ0505
 EJ0505.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0505.GEOID18 height accuracy estimate available here.
 EJ0505
 EJ0505.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU758085(NAD 83)
 EJ0505
 EJ0505                          SUPERSEDED SURVEY CONTROL
 EJ0505
 EJ0505  NAVD 88 (??/??/92)  107.137  (m)          351.50   (f) SUPERSEDED  3 0
 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
 EJ0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0505.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0505
 EJ0505_MARKER: DB = BENCH MARK DISK
 EJ0505_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0505_STAMPING: G 97 1935
 EJ0505_MARK LOGO: CGS
 EJ0505_PROJECTION: FLUSH
 EJ0505_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0506 ***********************************************************************
 EJ0506  DESIGNATION -  G 97 RESET
 EJ0506  PID         -  EJ0506
 EJ0506  STATE/COUNTY-  AR/JEFFERSON
 EJ0506  COUNTRY     -  US
 EJ0506  USGS QUAD   -  REDFIELD (2017)
 EJ0506
 EJ0506                         *CURRENT SURVEY CONTROL
 EJ0506  ______________________________________________________________________
 EJ0506* NAD 83(1986) POSITION- 34 24 56.0    (N) 092 10 25.8    (W)   HD_HELD2
 EJ0506* NAVD 88 ORTHO HEIGHT -   108.637 (meters)      356.42  (feet) ADJUSTED
 EJ0506  ______________________________________________________________________
 EJ0506  GEOID HEIGHT    -        -26.067 (meters)                     GEOID18
 EJ0506  DYNAMIC HEIGHT  -        108.534 (meters)      356.08  (feet) COMP
 EJ0506  MODELED GRAVITY -    979,685.1   (mgal)                       NAVD 88
 EJ0506
 EJ0506  VERT ORDER      -  FIRST     CLASS II
 EJ0506
 EJ0506.The horizontal coordinates were established by autonomous hand held GPS
 EJ0506.observations and have an estimated accuracy of +/- 10 meters.
 EJ0506
 EJ0506.The orthometric height was determined by differential leveling and
 EJ0506.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0506.in June 1991.
 EJ0506
 EJ0506.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0506.GEOID18 height accuracy estimate available here.
 EJ0506
 EJ0506.Click photographs - Photos may exist for this station.
 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     -   593,989.      384,020.      MT  (+/- 10 meters HH2 GPS)
 EJ0506
 EJ0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7592208542(NAD 83)
 EJ0506
 EJ0506                          SUPERSEDED SURVEY CONTROL
 EJ0506
 EJ0506.No superseded survey control is available for this station.
 EJ0506
 EJ0506_MARKER: DV = VERTICAL CONTROL 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0222 ***********************************************************************
 EJ0222  DESIGNATION -  G 98
 EJ0222  PID         -  EJ0222
 EJ0222  STATE/COUNTY-  AR/PULASKI
 EJ0222  COUNTRY     -  US
 EJ0222  USGS QUAD   -  ALEXANDER (2017)
 EJ0222
 EJ0222                         *CURRENT SURVEY CONTROL
 EJ0222  ______________________________________________________________________
 EJ0222* NAD 83(1986) POSITION- 34 44 34.     (N) 092 23 08.     (W)   SCALED
 EJ0222* NAVD 88 ORTHO HEIGHT -   149.024 (meters)      488.92  (feet) ADJUSTED
 EJ0222  ______________________________________________________________________
 EJ0222  GEOID HEIGHT    -        -26.668 (meters)                     GEOID18
 EJ0222  DYNAMIC HEIGHT  -        148.886 (meters)      488.47  (feet) COMP
 EJ0222  MODELED GRAVITY -    979,709.2   (mgal)                       NAVD 88
 EJ0222
 EJ0222  VERT ORDER      -  SECOND    CLASS 0
 EJ0222
 EJ0222.The horizontal coordinates were scaled from a map and have
 EJ0222.an estimated accuracy of +/- 6 seconds.
 EJ0222
 EJ0222.The orthometric height was determined by differential leveling and
 EJ0222.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0222.in June 1991.
 EJ0222
 EJ0222.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0222.GEOID18 height accuracy estimate available here.
 EJ0222
 EJ0222.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU562446(NAD 83)
 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
 EJ0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0222.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0222
 EJ0222_MARKER: DB = BENCH MARK DISK
 EJ0222_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0222_STAMPING: G 98 1935
 EJ0222_MARK LOGO: CGS
 EJ0222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0900 ***********************************************************************
 EJ0900  DESIGNATION -  G 99
 EJ0900  PID         -  EJ0900
 EJ0900  STATE/COUNTY-  AR/PULASKI
 EJ0900  COUNTRY     -  US
 EJ0900  USGS QUAD   -  FERNDALE (2017)
 EJ0900
 EJ0900                         *CURRENT SURVEY CONTROL
 EJ0900  ______________________________________________________________________
 EJ0900* NAD 83(1986) POSITION- 34 47 25.     (N) 092 32 07.     (W)   SCALED
 EJ0900* NAVD 88 ORTHO HEIGHT -    98.994 (meters)      324.78  (feet) ADJUSTED
 EJ0900  ______________________________________________________________________
 EJ0900  GEOID HEIGHT    -        -27.056 (meters)                     GEOID18
 EJ0900  DYNAMIC HEIGHT  -         98.900 (meters)      324.47  (feet) COMP
 EJ0900  MODELED GRAVITY -    979,685.4   (mgal)                       NAVD 88
 EJ0900
 EJ0900  VERT ORDER      -  SECOND    CLASS 0
 EJ0900
 EJ0900.The horizontal coordinates were scaled from a map and have
 EJ0900.an estimated accuracy of +/- 6 seconds.
 EJ0900
 EJ0900.The orthometric height was determined by differential leveling and
 EJ0900.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0900.in June 1991.
 EJ0900
 EJ0900.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0900.GEOID18 height accuracy estimate available here.
 EJ0900
 EJ0900.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU425498(NAD 83)
 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
 EJ0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0900.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0900
 EJ0900_MARKER: DB = BENCH MARK DISK
 EJ0900_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EJ0900_SP_SET: ABUTMENT
 EJ0900_STAMPING: G 99 1935
 EJ0900_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0212 ***********************************************************************
 EJ0212  DESIGNATION -  GAB
 EJ0212  PID         -  EJ0212
 EJ0212  STATE/COUNTY-  AR/LONOKE
 EJ0212  COUNTRY     -  US
 EJ0212  USGS QUAD   -  SCOTT (2017)
 EJ0212
 EJ0212                         *CURRENT SURVEY CONTROL
 EJ0212  ______________________________________________________________________
 EJ0212* NAD 83(1986) POSITION- 34 39 15.     (N) 092 03 33.     (W)   SCALED
 EJ0212* NAVD 88 ORTHO HEIGHT -    72.936 (meters)      239.29  (feet) ADJUSTED
 EJ0212  ______________________________________________________________________
 EJ0212  GEOID HEIGHT    -        -26.442 (meters)                     GEOID18
 EJ0212  DYNAMIC HEIGHT  -         72.868 (meters)      239.07  (feet) COMP
 EJ0212  MODELED GRAVITY -    979,702.3   (mgal)                       NAVD 88
 EJ0212
 EJ0212  VERT ORDER      -  SECOND    CLASS 0
 EJ0212
 EJ0212.The horizontal coordinates were scaled from a map and have
 EJ0212.an estimated accuracy of +/- 6 seconds.
 EJ0212
 EJ0212.The orthometric height was determined by differential leveling and
 EJ0212.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0212.in June 1991.
 EJ0212
 EJ0212.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0212.GEOID18 height accuracy estimate available here.
 EJ0212
 EJ0212.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU862350(NAD 83)
 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
 EJ0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0212.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0212
 EJ0212_MARKER: DD = SURVEY DISK
 EJ0212_STAMPING: GAB 1934
 EJ0212_MARK LOGO: CGS+SS
 EJ0212_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0212
 EJ0212  HISTORY     - Date     Condition        Report By
 EJ0212  HISTORY     - 1934     MONUMENTED       ARGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0694 ***********************************************************************
 EJ0694  DESIGNATION -  GABY
 EJ0694  PID         -  EJ0694
 EJ0694  STATE/COUNTY-  AR/GRANT
 EJ0694  COUNTRY     -  US
 EJ0694  USGS QUAD   -  LEOLA (2017)
 EJ0694
 EJ0694                         *CURRENT SURVEY CONTROL
 EJ0694  ______________________________________________________________________
 EJ0694* NAD 83(1986) POSITION- 34 10 03.     (N) 092 35 28.     (W)   SCALED
 EJ0694* NAVD 88 ORTHO HEIGHT -    83.235 (meters)      273.08  (feet) ADJUSTED
 EJ0694  ______________________________________________________________________
 EJ0694  GEOID HEIGHT    -        -26.228 (meters)                     GEOID18
 EJ0694  DYNAMIC HEIGHT  -         83.153 (meters)      272.81  (feet) COMP
 EJ0694  MODELED GRAVITY -    979,650.2   (mgal)                       NAVD 88
 EJ0694
 EJ0694  VERT ORDER      -  SECOND    CLASS 0
 EJ0694
 EJ0694.The horizontal coordinates were scaled from a map and have
 EJ0694.an estimated accuracy of +/- 6 seconds.
 EJ0694
 EJ0694.The orthometric height was determined by differential leveling and
 EJ0694.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0694.in June 1991.
 EJ0694
 EJ0694.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0694.GEOID18 height accuracy estimate available here.
 EJ0694
 EJ0694.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT376808(NAD 83)
 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
 EJ0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0694.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0694
 EJ0694_MARKER: DB = BENCH MARK DISK
 EJ0694_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0694_STAMPING: GABY 1935
 EJ0694_MARK LOGO: CGS
 EJ0694_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0694
 EJ0694  HISTORY     - Date     Condition        Report By
 EJ0694  HISTORY     - 1935     MONUMENTED       CGS
 EJ0694  HISTORY     - 1962     MARK NOT FOUND   USGS
 EJ0694
 EJ0694                          STATION DESCRIPTION
 EJ0694
 EJ0694'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0213 ***********************************************************************
 EJ0213  DESIGNATION -  GAD
 EJ0213  PID         -  EJ0213
 EJ0213  STATE/COUNTY-  AR/LONOKE
 EJ0213  COUNTRY     -  US
 EJ0213  USGS QUAD   -  SCOTT (2017)
 EJ0213
 EJ0213                         *CURRENT SURVEY CONTROL
 EJ0213  ______________________________________________________________________
 EJ0213* NAD 83(1986) POSITION- 34 38 21.     (N) 092 02 37.     (W)   SCALED
 EJ0213* NAVD 88 ORTHO HEIGHT -    70.340 (meters)      230.77  (feet) ADJUSTED
 EJ0213  ______________________________________________________________________
 EJ0213  GEOID HEIGHT    -        -26.416 (meters)                     GEOID18
 EJ0213  DYNAMIC HEIGHT  -         70.274 (meters)      230.56  (feet) COMP
 EJ0213  MODELED GRAVITY -    979,701.7   (mgal)                       NAVD 88
 EJ0213
 EJ0213  VERT ORDER      -  SECOND    CLASS 0
 EJ0213
 EJ0213.The horizontal coordinates were scaled from a map and have
 EJ0213.an estimated accuracy of +/- 6 seconds.
 EJ0213
 EJ0213.The orthometric height was determined by differential leveling and
 EJ0213.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0213.in June 1991.
 EJ0213
 EJ0213.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0213.GEOID18 height accuracy estimate available here.
 EJ0213
 EJ0213.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU876334(NAD 83)
 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
 EJ0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0213.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0213
 EJ0213_MARKER: DD = SURVEY DISK
 EJ0213_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0213_STAMPING: GAD 1934
 EJ0213_MARK LOGO: CGS+SS
 EJ0213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0213
 EJ0213  HISTORY     - Date     Condition        Report By
 EJ0213  HISTORY     - 1934     MONUMENTED       ARGS
 EJ0213  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0213
 EJ0213                          STATION DESCRIPTION
 EJ0213
 EJ0213'DESCRIBED BY ARKANSAS 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0691 ***********************************************************************
 EJ0691  DESIGNATION -  GAEL
 EJ0691  PID         -  EJ0691
 EJ0691  STATE/COUNTY-  AR/GRANT
 EJ0691  COUNTRY     -  US
 EJ0691  USGS QUAD   -  LEOLA (2017)
 EJ0691
 EJ0691                         *CURRENT SURVEY CONTROL
 EJ0691  ______________________________________________________________________
 EJ0691* NAD 83(1986) POSITION- 34 09 15.     (N) 092 35 16.     (W)   SCALED
 EJ0691* NAVD 88 ORTHO HEIGHT -    88.544 (meters)      290.50  (feet) ADJUSTED
 EJ0691  ______________________________________________________________________
 EJ0691  GEOID HEIGHT    -        -26.223 (meters)                     GEOID18
 EJ0691  DYNAMIC HEIGHT  -         88.456 (meters)      290.21  (feet) COMP
 EJ0691  MODELED GRAVITY -    979,648.0   (mgal)                       NAVD 88
 EJ0691
 EJ0691  VERT ORDER      -  SECOND    CLASS 0
 EJ0691
 EJ0691.The horizontal coordinates were scaled from a map and have
 EJ0691.an estimated accuracy of +/- 6 seconds.
 EJ0691
 EJ0691.The orthometric height was determined by differential leveling and
 EJ0691.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0691.in June 1991.
 EJ0691
 EJ0691.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0691.GEOID18 height accuracy estimate available here.
 EJ0691
 EJ0691.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT379793(NAD 83)
 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
 EJ0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0691.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0691
 EJ0691_MARKER: DB = BENCH MARK DISK
 EJ0691_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0691_STAMPING: GAEL 1935
 EJ0691_MARK LOGO: CGS
 EJ0691_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0691
 EJ0691  HISTORY     - Date     Condition        Report By
 EJ0691  HISTORY     - 1935     MONUMENTED       CGS
 EJ0691  HISTORY     - 1962     MARK NOT FOUND   USGS
 EJ0691
 EJ0691                          STATION DESCRIPTION
 EJ0691
 EJ0691'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0214 ***********************************************************************
 EJ0214  DESIGNATION -  GAF
 EJ0214  PID         -  EJ0214
 EJ0214  STATE/COUNTY-  AR/LONOKE
 EJ0214  COUNTRY     -  US
 EJ0214  USGS QUAD   -  KEO (2017)
 EJ0214
 EJ0214                         *CURRENT SURVEY CONTROL
 EJ0214  ______________________________________________________________________
 EJ0214* NAD 83(1986) POSITION- 34 37 25.     (N) 092 01 45.     (W)   SCALED
 EJ0214* NAVD 88 ORTHO HEIGHT -    69.914 (meters)      229.38  (feet) ADJUSTED
 EJ0214  ______________________________________________________________________
 EJ0214  GEOID HEIGHT    -        -26.393 (meters)                     GEOID18
 EJ0214  DYNAMIC HEIGHT  -         69.849 (meters)      229.16  (feet) COMP
 EJ0214  MODELED GRAVITY -    979,700.9   (mgal)                       NAVD 88
 EJ0214
 EJ0214  VERT ORDER      -  SECOND    CLASS 0
 EJ0214
 EJ0214.The horizontal coordinates were scaled from a map and have
 EJ0214.an estimated accuracy of +/- 6 seconds.
 EJ0214
 EJ0214.The orthometric height was determined by differential leveling and
 EJ0214.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0214.in June 1991.
 EJ0214
 EJ0214.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0214.GEOID18 height accuracy estimate available here.
 EJ0214
 EJ0214.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU889317(NAD 83)
 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
 EJ0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0214.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0214
 EJ0214_MARKER: DD = SURVEY DISK
 EJ0214_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0214_STAMPING: GAF 1934
 EJ0214_MARK LOGO: CGS+SS
 EJ0214_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0214
 EJ0214  HISTORY     - Date     Condition        Report By
 EJ0214  HISTORY     - 1934     MONUMENTED       ARGS
 EJ0214
 EJ0214                          STATION DESCRIPTION
 EJ0214
 EJ0214'DESCRIBED BY ARKANSAS 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0215 ***********************************************************************
 EJ0215  DESIGNATION -  GAG
 EJ0215  PID         -  EJ0215
 EJ0215  STATE/COUNTY-  AR/LONOKE
 EJ0215  COUNTRY     -  US
 EJ0215  USGS QUAD   -  KEO (2017)
 EJ0215
 EJ0215                         *CURRENT SURVEY CONTROL
 EJ0215  ______________________________________________________________________
 EJ0215* NAD 83(1986) POSITION- 34 36 51.     (N) 092 01 13.     (W)   SCALED
 EJ0215* NAVD 88 ORTHO HEIGHT -    69.440 (meters)      227.82  (feet) ADJUSTED
 EJ0215  ______________________________________________________________________
 EJ0215  GEOID HEIGHT    -        -26.380 (meters)                     GEOID18
 EJ0215  DYNAMIC HEIGHT  -         69.375 (meters)      227.61  (feet) COMP
 EJ0215  MODELED GRAVITY -    979,700.4   (mgal)                       NAVD 88
 EJ0215
 EJ0215  VERT ORDER      -  SECOND    CLASS 0
 EJ0215
 EJ0215.The horizontal coordinates were scaled from a map and have
 EJ0215.an estimated accuracy of +/- 6 seconds.
 EJ0215
 EJ0215.The orthometric height was determined by differential leveling and
 EJ0215.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0215.in June 1991.
 EJ0215
 EJ0215.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0215.GEOID18 height accuracy estimate available here.
 EJ0215
 EJ0215.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU898306(NAD 83)
 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
 EJ0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0215.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0215
 EJ0215_MARKER: DD = SURVEY DISK
 EJ0215_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0215_STAMPING: GAG 1934
 EJ0215_MARK LOGO: CGS+SS
 EJ0215_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0215
 EJ0215  HISTORY     - Date     Condition        Report By
 EJ0215  HISTORY     - 1934     MONUMENTED       ARGS
 EJ0215
 EJ0215                          STATION DESCRIPTION
 EJ0215
 EJ0215'DESCRIBED BY ARKANSAS 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 = MARCH 20, 2026 22:17:28 EDT
 DL0322 ***********************************************************************
 DL0322  DESIGNATION -  GAGE
 DL0322  PID         -  DL0322
 DL0322  STATE/COUNTY-  AR/OUACHITA
 DL0322  COUNTRY     -  US
 DL0322  USGS QUAD   -  CAMDEN (2017)
 DL0322
 DL0322                         *CURRENT SURVEY CONTROL
 DL0322  ______________________________________________________________________
 DL0322* NAD 83(1986) POSITION- 33 35 14.     (N) 092 49 35.     (W)   SCALED
 DL0322* NAVD 88 ORTHO HEIGHT -    40.797 (meters)      133.85  (feet) ADJUSTED
 DL0322  ______________________________________________________________________
 DL0322  GEOID HEIGHT    -        -26.289 (meters)                     GEOID18
 DL0322  DYNAMIC HEIGHT  -         40.755 (meters)      133.71  (feet) COMP
 DL0322  MODELED GRAVITY -    979,605.6   (mgal)                       NAVD 88
 DL0322
 DL0322  VERT ORDER      -  SECOND    CLASS I
 DL0322
 DL0322.The horizontal coordinates were scaled from a map and have
 DL0322.an estimated accuracy of +/- 6 seconds.
 DL0322
 DL0322.The orthometric height was determined by differential leveling and
 DL0322.adjusted by the NATIONAL GEODETIC SURVEY
 DL0322.in September 2023.
 DL0322
 DL0322.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0322.GEOID18 height accuracy estimate available here.
 DL0322
 DL0322.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT161164(NAD 83)
 DL0322
 DL0322                          SUPERSEDED SURVEY CONTROL
 DL0322
 DL0322  NAVD 88 (06/15/91)   40.797  (m)          133.85   (f) SUPERSEDED  2 0
 DL0322
 DL0322.Superseded values are not recommended for survey control.
 DL0322
 DL0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0322.See file dsdata.pdf to determine how the superseded data were derived.
 DL0322
 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       USACE
 DL0322  HISTORY     - 1960     MARK NOT FOUND   CGS
 DL0322  HISTORY     - 20090610 MARK NOT FOUND   ARHD
 DL0322
 DL0322                          STATION DESCRIPTION
 DL0322
 DL0322'DESCRIBED BY COAST AND 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.
 DL0322
 DL0322                          STATION RECOVERY (2009)
 DL0322
 DL0322'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2009 (ST)
 DL0322'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0143 ***********************************************************************
 EJ0143  DESIGNATION -  GAGE
 EJ0143  PID         -  EJ0143
 EJ0143  STATE/COUNTY-  AR/PULASKI
 EJ0143  COUNTRY     -  US
 EJ0143  USGS QUAD   -  NORTH LITTLE ROCK (2017)
 EJ0143
 EJ0143                         *CURRENT SURVEY CONTROL
 EJ0143  ______________________________________________________________________
 EJ0143* NAD 83(1986) POSITION- 34 45 10.     (N) 092 16 58.     (W)   SCALED
 EJ0143* NAVD 88 ORTHO HEIGHT -    81.738 (meters)      268.17  (feet) ADJUSTED
 EJ0143  ______________________________________________________________________
 EJ0143  GEOID HEIGHT    -        -26.664 (meters)                     GEOID18
 EJ0143  DYNAMIC HEIGHT  -         81.662 (meters)      267.92  (feet) COMP
 EJ0143  MODELED GRAVITY -    979,709.2   (mgal)                       NAVD 88
 EJ0143
 EJ0143  VERT ORDER      -  FIRST     CLASS II
 EJ0143
 EJ0143.The horizontal coordinates were scaled from a map and have
 EJ0143.an estimated accuracy of +/- 6 seconds.
 EJ0143
 EJ0143.The orthometric height was determined by differential leveling and
 EJ0143.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0143.in June 1991.
 EJ0143
 EJ0143.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0143.GEOID18 height accuracy estimate available here.
 EJ0143
 EJ0143.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU656458(NAD 83)
 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
 EJ0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0143.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0143
 EJ0143_MARKER: DD = SURVEY DISK
 EJ0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0143_STAMPING: GAGE
 EJ0143_MARK LOGO: USACE
 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       USACE
 EJ0143  HISTORY     - 1935     GOOD             CGS
 EJ0143  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0143
 EJ0143                          STATION DESCRIPTION
 EJ0143
 EJ0143'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0690 ***********************************************************************
 EJ0690  DESIGNATION -  GAGE
 EJ0690  PID         -  EJ0690
 EJ0690  STATE/COUNTY-  AR/DALLAS
 EJ0690  COUNTRY     -  US
 EJ0690  USGS QUAD   -  LEOLA (2017)
 EJ0690
 EJ0690                         *CURRENT SURVEY CONTROL
 EJ0690  ______________________________________________________________________
 EJ0690* NAD 83(1986) POSITION- 34 08 13.23   (N) 092 34 56.31   (W)   HD_HELD1
 EJ0690* NAVD 88 ORTHO HEIGHT -    98.030 (meters)      321.62  (feet) ADJUSTED
 EJ0690  ______________________________________________________________________
 EJ0690  GEOID HEIGHT    -        -26.217 (meters)                     GEOID18
 EJ0690  DYNAMIC HEIGHT  -         97.933 (meters)      321.30  (feet) COMP
 EJ0690  MODELED GRAVITY -    979,645.4   (mgal)                       NAVD 88
 EJ0690
 EJ0690  VERT ORDER      -  SECOND    CLASS 0
 EJ0690
 EJ0690.The horizontal coordinates were determined by differentially corrected
 EJ0690.hand held GPS observations or other comparable positioning techniques
 EJ0690.and have an estimated accuracy of +/- 3 meters.
 EJ0690
 EJ0690.The orthometric height was determined by differential leveling and
 EJ0690.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0690.in June 1991.
 EJ0690
 EJ0690.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0690.GEOID18 height accuracy estimate available here.
 EJ0690
 EJ0690.Click photographs - Photos may exist for this station.
 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     -   563,231.8     346,294.7     MT  (+/- 3 meters HH1 GPS) 
 EJ0690
 EJ0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT3851177426(NAD 83)
 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
 EJ0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0690.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0690
 EJ0690_MARKER: DD = SURVEY DISK
 EJ0690_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0690_STAMPING: GAGE
 EJ0690_MARK LOGO: CGS+SS
 EJ0690_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0690
 EJ0690  HISTORY     - Date     Condition        Report By
 EJ0690  HISTORY     - 1934     MONUMENTED       ARGS
 EJ0690  HISTORY     - 1935     GOOD             CGS
 EJ0690  HISTORY     - 20160622 MARK NOT FOUND   ARHD
 EJ0690
 EJ0690                          STATION DESCRIPTION
 EJ0690
 EJ0690'DESCRIBED BY COAST AND 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.
 EJ0690
 EJ0690                          STATION RECOVERY (2016)
 EJ0690
 EJ0690'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 EJ0690'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK1143 ***********************************************************************
 DK1143  DESIGNATION -  GAGE 91 CAP
 DK1143  PID         -  DK1143
 DK1143  STATE/COUNTY-  AR/CHICOT
 DK1143  COUNTRY     -  US
 DK1143  USGS QUAD   -  READLAND (2017)
 DK1143
 DK1143                         *CURRENT SURVEY CONTROL
 DK1143  ______________________________________________________________________
 DK1143* NAD 83(1986) POSITION- 33 05 15.     (N) 091 10 55.     (W)   SCALED
 DK1143* NAVD 88 ORTHO HEIGHT -    35.914 (meters)      117.83  (feet) ADJUSTED
 DK1143  ______________________________________________________________________
 DK1143  GEOID HEIGHT    -        -26.156 (meters)                     GEOID18
 DK1143  DYNAMIC HEIGHT  -         35.876 (meters)      117.70  (feet) COMP
 DK1143  MODELED GRAVITY -    979,572.7   (mgal)                       NAVD 88
 DK1143
 DK1143  VERT ORDER      -  SECOND    CLASS 0
 DK1143
 DK1143.The horizontal coordinates were scaled from a map and have
 DK1143.an estimated accuracy of +/- 6 seconds.
 DK1143
 DK1143.The orthometric height was determined by differential leveling and
 DK1143.adjusted by the NATIONAL GEODETIC SURVEY
 DK1143.in June 1991.
 DK1143
 DK1143.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1143.GEOID18 height accuracy estimate available here.
 DK1143
 DK1143.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS696624(NAD 83)
 DK1143
 DK1143                          SUPERSEDED SURVEY CONTROL
 DK1143
 DK1143  NGVD 29 (11/26/84)   35.984  (m)          118.06   (f) ADJUSTED    2 0
 DK1143
 DK1143.Superseded values are not recommended for survey control.
 DK1143
 DK1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1143.See file dsdata.pdf to determine how the superseded data were derived.
 DK1143
 DK1143_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1143_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1143_STAMPING: 1898
 DK1143_MARK LOGO: USACE
 DK1143_MAGNETIC: P = MARKER IS A STEEL PIPE
 DK1143_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1143
 DK1143  HISTORY     - Date     Condition        Report By
 DK1143  HISTORY     - 1898     MONUMENTED       USACE
 DK1143  HISTORY     - 1935     GOOD             CGS
 DK1143
 DK1143                          STATION DESCRIPTION
 DK1143
 DK1143'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DK1143'5.9 MI SOUTHEAST FROM EUDORA ALONG OLD LEVEE, FROM CITY HALL ON
 DK1143'HILLIARD PLANTATION, SOUTH SIDE OF GROUP OF A DWELLINGS.  ABOUT 0.5
 DK1143'MILE 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 SINGLE
 DK1143'PECAN TREE 6 FT. IN DIAMETER AT BASE WITH TRIANGULAR BLAZE 5 FT. ABOVE
 DK1143'GROUND, ON EAST SIDE OF TREE, 0.6 FT. SOUTH OF EAST-WEST FENCE.  IRON
 DK1143'PIPE WITH BRONZE CAP.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0264 ***********************************************************************
 EJ0264  DESIGNATION -  GAGE SS
 EJ0264  PID         -  EJ0264
 EJ0264  STATE/COUNTY-  AR/PULASKI
 EJ0264  COUNTRY     -  US
 EJ0264  USGS QUAD   -  LITTLE ROCK (2017)
 EJ0264
 EJ0264                         *CURRENT SURVEY CONTROL
 EJ0264  ______________________________________________________________________
 EJ0264* NAD 83(1986) POSITION- 34 44 58.     (N) 092 16 10.     (W)   SCALED
 EJ0264* NAVD 88 ORTHO HEIGHT -    75.976 (meters)      249.26  (feet) ADJUSTED
 EJ0264  ______________________________________________________________________
 EJ0264  GEOID HEIGHT    -        -26.655 (meters)                     GEOID18
 EJ0264  DYNAMIC HEIGHT  -         75.906 (meters)      249.03  (feet) COMP
 EJ0264  MODELED GRAVITY -    979,710.9   (mgal)                       NAVD 88
 EJ0264
 EJ0264  VERT ORDER      -  FIRST     CLASS II
 EJ0264
 EJ0264.The horizontal coordinates were scaled from a map and have
 EJ0264.an estimated accuracy of +/- 6 seconds.
 EJ0264
 EJ0264.The orthometric height was determined by differential leveling and
 EJ0264.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0264.in June 1991.
 EJ0264
 EJ0264.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0264.GEOID18 height accuracy estimate available here.
 EJ0264
 EJ0264.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU668455(NAD 83)
 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
 EJ0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0264.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0264
 EJ0264_MARKER: I = METAL ROD
 EJ0264_SETTING: 66 = SET IN ROCK OUTCROP
 EJ0264_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EJ0264+STABILITY: POSITION/ELEVATION WELL
 EJ0264
 EJ0264  HISTORY     - Date     Condition        Report By
 EJ0264  HISTORY     - UNK      MONUMENTED       USACE
 EJ0264  HISTORY     - 1955     GOOD             CGS
 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG0272 ***********************************************************************
 FG0272  DESIGNATION -  GAGING STATION
 FG0272  PID         -  FG0272
 FG0272  STATE/COUNTY-  AR/FAULKNER
 FG0272  COUNTRY     -  US
 FG0272  USGS QUAD   -  DAMASCUS (2017)
 FG0272
 FG0272                         *CURRENT SURVEY CONTROL
 FG0272  ______________________________________________________________________
 FG0272* NAD 83(1986) POSITION- 35 17 56.     (N) 092 24 12.     (W)   SCALED
 FG0272* NAVD 88 ORTHO HEIGHT -   129.914 (meters)      426.23  (feet) ADJUSTED
 FG0272  ______________________________________________________________________
 FG0272  GEOID HEIGHT    -        -28.027 (meters)                     GEOID18
 FG0272  DYNAMIC HEIGHT  -        129.793 (meters)      425.83  (feet) COMP
 FG0272  MODELED GRAVITY -    979,698.7   (mgal)                       NAVD 88
 FG0272
 FG0272  VERT ORDER      -  SECOND    CLASS 0
 FG0272
 FG0272.The horizontal coordinates were scaled from a map and have
 FG0272.an estimated accuracy of +/- 6 seconds.
 FG0272
 FG0272.The orthometric height was determined by differential leveling and
 FG0272.adjusted by the NATIONAL GEODETIC SURVEY
 FG0272.in June 1991.
 FG0272
 FG0272.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0272.GEOID18 height accuracy estimate available here.
 FG0272
 FG0272.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV542063(NAD 83)
 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
 FG0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0272.See file dsdata.pdf to determine how the superseded data were derived.
 FG0272
 FG0272_MARKER: DB = BENCH MARK DISK
 FG0272_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FG0272_SP_SET: CULVERT HEADWALL
 FG0272_STAMPING: GAGING STATION
 FG0272_MARK LOGO: USGS
 FG0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0272+STABILITY: SURFACE MOTION
 FG0272
 FG0272  HISTORY     - Date     Condition        Report By
 FG0272  HISTORY     - UNK      MONUMENTED       USGS
 FG0272  HISTORY     - 1962     GOOD             CGS
 FG0272
 FG0272                          STATION DESCRIPTION
 FG0272
 FG0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 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 = MARCH 20, 2026 22:17:28 EDT
 FH1222 ***********************************************************************
 FH1222  DESIGNATION -  GAGING STATION
 FH1222  PID         -  FH1222
 FH1222  STATE/COUNTY-  AR/CRAWFORD
 FH1222  COUNTRY     -  US
 FH1222  USGS QUAD   -  MOUNTAINBURG (2017)
 FH1222
 FH1222                         *CURRENT SURVEY CONTROL
 FH1222  ______________________________________________________________________
 FH1222* NAD 83(1986) POSITION- 35 39 42.     (N) 094 09 06.     (W)   SCALED
 FH1222* NAVD 88 ORTHO HEIGHT -   258.355 (meters)      847.62  (feet) ADJUSTED
 FH1222  ______________________________________________________________________
 FH1222  GEOID HEIGHT    -        -28.705 (meters)                     GEOID18
 FH1222  DYNAMIC HEIGHT  -        258.112 (meters)      846.82  (feet) COMP
 FH1222  MODELED GRAVITY -    979,688.2   (mgal)                       NAVD 88
 FH1222
 FH1222  VERT ORDER      -  FIRST     CLASS II
 FH1222
 FH1222.The horizontal coordinates were scaled from a map and have
 FH1222.an estimated accuracy of +/- 6 seconds.
 FH1222
 FH1222.The orthometric height was determined by differential leveling and
 FH1222.adjusted by the NATIONAL GEODETIC SURVEY
 FH1222.in June 1991.
 FH1222
 FH1222.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1222.GEOID18 height accuracy estimate available here.
 FH1222
 FH1222.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV957470(NAD 83)
 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
 FH1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1222.See file dsdata.pdf to determine how the superseded data were derived.
 FH1222
 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 = MARCH 20, 2026 22:17:28 EDT
 DK1068 ***********************************************************************
 DK1068  DESIGNATION -  GAINES BOLT
 DK1068  PID         -  DK1068
 DK1068  STATE/COUNTY-  AR/CHICOT
 DK1068  COUNTRY     -  US
 DK1068  USGS QUAD   -  LUNA (2017)
 DK1068
 DK1068                         *CURRENT SURVEY CONTROL
 DK1068  ______________________________________________________________________
 DK1068* NAD 83(1986) POSITION- 33 28 05.     (N) 091 14 40.     (W)   SCALED
 DK1068* NAVD 88 ORTHO HEIGHT -    40.24  (+/-2cm)      132.0   (feet) VERTCON3
 DK1068  ______________________________________________________________________
 DK1068  GEOID HEIGHT    -        -26.394 (meters)                     GEOID18
 DK1068  VERT ORDER      -  ? (See Below)
 DK1068
 DK1068.The horizontal coordinates were scaled from a 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
 DK1068.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1068.GEOID18 height accuracy estimate available here.
 DK1068
 DK1068.The vertical order pertains to the NGVD 29 superseded value.
 DK1068
 DK1068.Click photographs - Photos may exist for this station.
 DK1068
 DK1068;                    North         East    Units  Estimated Accuracy
 DK1068;SPC AR S     -   489,140.      470,230.      MT  (+/- 180 meters Scaled)
 DK1068
 DK1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT631045(NAD 83)
 DK1068
 DK1068                          SUPERSEDED SURVEY CONTROL
 DK1068
 DK1068  NGVD 29 (11/26/84)   40.294  (m)          132.20   (f) ADJUSTED       
 DK1068
 DK1068.Superseded values are not recommended for survey control.
 DK1068
 DK1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1068.See file dsdata.pdf to determine how the superseded data were derived.
 DK1068
 DK1068_MARKER: B = BOLT
 DK1068_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK1068_SP_SET: UNDERGROUND STONE
 DK1068_PROJECTION: RECESSED 91 CENTIMETERS
 DK1068_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1068
 DK1068  HISTORY     - Date     Condition        Report By
 DK1068  HISTORY     - UNK      MONUMENTED       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 DK1069 ***********************************************************************
 DK1069  DESIGNATION -  GAINES CAP
 DK1069  PID         -  DK1069
 DK1069  STATE/COUNTY-  AR/CHICOT
 DK1069  COUNTRY     -  US
 DK1069  USGS QUAD   -  LUNA (2017)
 DK1069
 DK1069                         *CURRENT SURVEY CONTROL
 DK1069  ______________________________________________________________________
 DK1069* NAD 83(1986) POSITION- 33 28 05.     (N) 091 14 40.     (W)   SCALED
 DK1069* NAVD 88 ORTHO HEIGHT -    41.45  (+/-2cm)      136.0   (feet) VERTCON3
 DK1069  ______________________________________________________________________
 DK1069  GEOID HEIGHT    -        -26.394 (meters)                     GEOID18
 DK1069  VERT ORDER      -  ? (See Below)
 DK1069
 DK1069.The horizontal coordinates were scaled from a 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
 DK1069.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1069.GEOID18 height accuracy estimate available here.
 DK1069
 DK1069.The vertical order pertains to the NGVD 29 superseded value.
 DK1069
 DK1069.Click photographs - Photos may exist for this station.
 DK1069
 DK1069;                    North         East    Units  Estimated Accuracy
 DK1069;SPC AR S     -   489,140.      470,230.      MT  (+/- 180 meters Scaled)
 DK1069
 DK1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT631045(NAD 83)
 DK1069
 DK1069                          SUPERSEDED SURVEY CONTROL
 DK1069
 DK1069  NGVD 29 (11/26/84)   41.508  (m)          136.18   (f) ADJUSTED       
 DK1069
 DK1069.Superseded values are not recommended for survey control.
 DK1069
 DK1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1069.See file dsdata.pdf to determine how the superseded data were derived.
 DK1069
 DK1069_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1069_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1069_MARK LOGO: USACE
 DK1069_MAGNETIC: P = MARKER IS A STEEL PIPE
 DK1069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1069
 DK1069  HISTORY     - Date     Condition        Report By
 DK1069  HISTORY     - UNK      MONUMENTED       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0216 ***********************************************************************
 EJ0216  DESIGNATION -  GAK
 EJ0216  PID         -  EJ0216
 EJ0216  STATE/COUNTY-  AR/LONOKE
 EJ0216  COUNTRY     -  US
 EJ0216  USGS QUAD   -  KEO (2017)
 EJ0216
 EJ0216                         *CURRENT SURVEY CONTROL
 EJ0216  ______________________________________________________________________
 EJ0216* NAD 83(1986) POSITION- 34 36 08.06   (N) 092 00 34.96   (W)   HD_HELD1
 EJ0216* NAVD 88 ORTHO HEIGHT -    71.142 (meters)      233.41  (feet) ADJUSTED
 EJ0216  ______________________________________________________________________
 EJ0216  GEOID HEIGHT    -        -26.364 (meters)                     GEOID18
 EJ0216  DYNAMIC HEIGHT  -         71.075 (meters)      233.19  (feet) COMP
 EJ0216  MODELED GRAVITY -    979,699.6   (mgal)                       NAVD 88
 EJ0216
 EJ0216  VERT ORDER      -  SECOND    CLASS 0
 EJ0216
 EJ0216.The horizontal coordinates were determined by differentially corrected
 EJ0216.hand held GPS observations or other comparable positioning techniques
 EJ0216.and have an estimated accuracy of +/- 3 meters.
 EJ0216
 EJ0216.The orthometric height was determined by differential leveling and
 EJ0216.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0216.in June 1991.
 EJ0216
 EJ0216.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0216.GEOID18 height accuracy estimate available here.
 EJ0216
 EJ0216.Click photographs - Photos may exist for this station.
 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     -   614,683.5     399,109.3     MT  (+/- 3 meters HH1 GPS) 
 EJ0216
 EJ0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU9080229379(NAD 83)
 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
 EJ0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0216.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0216
 EJ0216_MARKER: DD = SURVEY DISK
 EJ0216_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0216_STAMPING: GAK 1934
 EJ0216_MARK LOGO: CGS+SS
 EJ0216_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0216
 EJ0216  HISTORY     - Date     Condition        Report By
 EJ0216  HISTORY     - 1934     MONUMENTED       ARGS
 EJ0216
 EJ0216                          STATION DESCRIPTION
 EJ0216
 EJ0216'DESCRIBED BY ARKANSAS 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 = MARCH 20, 2026 22:17:28 EDT
 EH2392 ***********************************************************************
 EH2392  DESIGNATION -  GAL
 EH2392  PID         -  EH2392
 EH2392  STATE/COUNTY-  AR/LONOKE
 EH2392  COUNTRY     -  US
 EH2392  USGS QUAD   -  ENGLAND (2017)
 EH2392
 EH2392                         *CURRENT SURVEY CONTROL
 EH2392  ______________________________________________________________________
 EH2392* NAD 83(1986) POSITION- 34 35 23.     (N) 091 59 54.     (W)   SCALED
 EH2392* NAVD 88 ORTHO HEIGHT -    70.777 (meters)      232.21  (feet) ADJUSTED
 EH2392  ______________________________________________________________________
 EH2392  GEOID HEIGHT    -        -26.351 (meters)                     GEOID18
 EH2392  DYNAMIC HEIGHT  -         70.711 (meters)      231.99  (feet) COMP
 EH2392  MODELED GRAVITY -    979,699.0   (mgal)                       NAVD 88
 EH2392
 EH2392  VERT ORDER      -  SECOND    CLASS 0
 EH2392
 EH2392.The horizontal coordinates were scaled from a map and have
 EH2392.an estimated accuracy of +/- 6 seconds.
 EH2392
 EH2392.The orthometric height was determined by differential leveling and
 EH2392.adjusted by the NATIONAL GEODETIC SURVEY
 EH2392.in June 1991.
 EH2392
 EH2392.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2392.GEOID18 height accuracy estimate available here.
 EH2392
 EH2392.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU918280(NAD 83)
 EH2392
 EH2392                          SUPERSEDED SURVEY CONTROL
 EH2392
 EH2392  NGVD 29 (11/26/84)   70.817  (m)          232.34   (f) ADJUSTED    2 0
 EH2392
 EH2392.Superseded values are not recommended for survey control.
 EH2392
 EH2392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2392.See file dsdata.pdf to determine how the superseded data were derived.
 EH2392
 EH2392_MARKER: DD = SURVEY DISK
 EH2392_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EH2392_STAMPING: GAL 1934
 EH2392_MARK LOGO: CGS+SS
 EH2392_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0084 ***********************************************************************
 EJ0084  DESIGNATION -  GALLOWAY
 EJ0084  PID         -  EJ0084
 EJ0084  STATE/COUNTY-  AR/PULASKI
 EJ0084  COUNTRY     -  US
 EJ0084  USGS QUAD   -  MCALMONT (2017)
 EJ0084
 EJ0084                         *CURRENT SURVEY CONTROL
 EJ0084  ______________________________________________________________________
 EJ0084* NAD 83(1997) POSITION- 34 46 43.86945(N) 092 08 08.89006(W)   ADJUSTED
 EJ0084* NAVD 88 ORTHO HEIGHT -    77.063 (meters)      252.83  (feet) ADJUSTED
 EJ0084  ______________________________________________________________________
 EJ0084  GEOID HEIGHT    -        -26.708 (meters)                     GEOID18
 EJ0084  LAPLACE CORR    -          0.18  (seconds)                    DEFLEC18
 EJ0084  DYNAMIC HEIGHT  -         76.992 (meters)      252.60  (feet) COMP
 EJ0084  MODELED GRAVITY -    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 and
 EJ0084.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0084.in June 1991.
 EJ0084
 EJ0084.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0084.GEOID18 height accuracy estimate available here.
 EJ0084
 EJ0084.Click photographs - Photos may exist for this station.
 EJ0084
 EJ0084.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999210  x   1.00000274  =   0.99999484
 EJ0084!UTM  15      -   0.99999210  x   0.99967706  =   0.99966916
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7907248859(NAD 83)
 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  USSD        -  34 46 43.70700(N)    092 08 08.03600(W) AD(       ) 3
 EJ0084  NGVD 29 (??/??/92)   77.099  (m)          252.95   (f) ADJ UNCH    1 2
 EJ0084  NGVD 29 (07/19/86)   77.0    (m)          253.     (f) VERT ANG       
 EJ0084
 EJ0084.Superseded values are not recommended for survey control.
 EJ0084
 EJ0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0084.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0084
 EJ0084_MARKER: DE = TRAVERSE STATION DISK
 EJ0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0084_STAMPING: GALLOWAY 1916 1920
 EJ0084_MARK LOGO: CGS
 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             CGS
 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0083 ***********************************************************************
 EJ0083  DESIGNATION -  GALLOWAY 2
 EJ0083  PID         -  EJ0083
 EJ0083  STATE/COUNTY-  AR/PULASKI
 EJ0083  COUNTRY     -  US
 EJ0083  USGS QUAD   -  MCALMONT (2017)
 EJ0083
 EJ0083                         *CURRENT SURVEY CONTROL
 EJ0083  ______________________________________________________________________
 EJ0083* NAD 83(1997) POSITION- 34 46 43.98346(N) 092 08 08.90022(W)   ADJUSTED
 EJ0083* NAVD 88 ORTHO HEIGHT -    77.142 (meters)      253.09  (feet) ADJUSTED
 EJ0083  ______________________________________________________________________
 EJ0083  GEOID HEIGHT    -        -26.708 (meters)                     GEOID18
 EJ0083  LAPLACE CORR    -          0.18  (seconds)                    DEFLEC18
 EJ0083  DYNAMIC HEIGHT  -         77.071 (meters)      252.86  (feet) COMP
 EJ0083  MODELED GRAVITY -    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 and
 EJ0083.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0083.in June 1991.
 EJ0083
 EJ0083.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0083.GEOID18 height accuracy estimate available here.
 EJ0083
 EJ0083.Click photographs - Photos may exist for this station.
 EJ0083
 EJ0083.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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  =   0.99966915
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7907148862(NAD 83)
 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
 EJ0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0083.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0083
 EJ0083_MARKER: DS = TRIANGULATION STATION DISK
 EJ0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0083_STAMPING: GALLOWAY 2 1940
 EJ0083_MARK LOGO: CGS
 EJ0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0083+STABILITY: SURFACE MOTION
 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             CGS
 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0087 ***********************************************************************
 EJ0087  DESIGNATION -  GALLOWAY 2 RM 1
 EJ0087  PID         -  EJ0087
 EJ0087  STATE/COUNTY-  AR/PULASKI
 EJ0087  COUNTRY     -  US
 EJ0087  USGS QUAD   -  MCALMONT (2017)
 EJ0087
 EJ0087                         *CURRENT SURVEY CONTROL
 EJ0087  ______________________________________________________________________
 EJ0087* NAD 83(1986) POSITION- 34 46 43.51   (N) 092 08 07.23   (W)   HD_HELD1
 EJ0087* NAVD 88 ORTHO HEIGHT -    76.742 (meters)      251.78  (feet) ADJUSTED
 EJ0087  ______________________________________________________________________
 EJ0087  GEOID HEIGHT    -        -26.707 (meters)                     GEOID18
 EJ0087  DYNAMIC HEIGHT  -         76.671 (meters)      251.54  (feet) COMP
 EJ0087  MODELED GRAVITY -    979,708.5   (mgal)                       NAVD 88
 EJ0087
 EJ0087  VERT ORDER      -  FIRST     CLASS II
 EJ0087
 EJ0087.The horizontal coordinates were determined by differentially corrected
 EJ0087.hand held GPS observations or other comparable positioning techniques
 EJ0087.and have an estimated accuracy of +/- 3 meters.
 EJ0087
 EJ0087.The orthometric height was determined by differential leveling and
 EJ0087.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0087.in June 1991.
 EJ0087
 EJ0087.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0087.GEOID18 height accuracy estimate available here.
 EJ0087
 EJ0087.Click photographs - Photos may exist for this station.
 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     -   634,272.9     387,611.7     MT  (+/- 3 meters HH1 GPS) 
 EJ0087
 EJ0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7911448848(NAD 83)
 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
 EJ0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0087.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0087
 EJ0087_MARKER: DR = REFERENCE MARK DISK
 EJ0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0087_STAMPING: GALLOWAY 2 NO 1 1940
 EJ0087_MARK LOGO: CGS
 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             CGS
 EJ0087  HISTORY     - 1984     GOOD             NGS
 EJ0087  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 EJ0087
 EJ0087                          STATION DESCRIPTION
 EJ0087
 EJ0087'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0082 ***********************************************************************
 EJ0082  DESIGNATION -  GALLOWAY 2 RM 2
 EJ0082  PID         -  EJ0082
 EJ0082  STATE/COUNTY-  AR/PULASKI
 EJ0082  COUNTRY     -  US
 EJ0082  USGS QUAD   -  MCALMONT (2017)
 EJ0082
 EJ0082                         *CURRENT SURVEY CONTROL
 EJ0082  ______________________________________________________________________
 EJ0082* NAD 83(1986) POSITION- 34 46 43.93   (N) 092 08 11.17   (W)   HD_HELD1
 EJ0082* NAVD 88 ORTHO HEIGHT -    77.038 (meters)      252.75  (feet) ADJUSTED
 EJ0082  ______________________________________________________________________
 EJ0082  GEOID HEIGHT    -        -26.708 (meters)                     GEOID18
 EJ0082  DYNAMIC HEIGHT  -         76.967 (meters)      252.52  (feet) COMP
 EJ0082  MODELED GRAVITY -    979,708.5   (mgal)                       NAVD 88
 EJ0082
 EJ0082  VERT ORDER      -  FIRST     CLASS II
 EJ0082
 EJ0082.The horizontal coordinates were determined by differentially corrected
 EJ0082.hand held GPS observations or other comparable positioning techniques
 EJ0082.and have an estimated accuracy of +/- 3 meters.
 EJ0082
 EJ0082.The orthometric height was determined by differential leveling and
 EJ0082.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0082.in June 1991.
 EJ0082
 EJ0082.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0082.GEOID18 height accuracy estimate available here.
 EJ0082
 EJ0082.Click photographs - Photos may exist for this station.
 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     -   634,285.9     387,511.6     MT  (+/- 3 meters HH1 GPS) 
 EJ0082
 EJ0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7901448860(NAD 83)
 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
 EJ0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0082.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0082
 EJ0082_MARKER: DR = REFERENCE MARK DISK
 EJ0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0082_STAMPING: GALLOWAY 2 NO 2 1940
 EJ0082_MARK LOGO: CGS
 EJ0082_PROJECTION: FLUSH
 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             CGS
 EJ0082  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0082
 EJ0082                          STATION DESCRIPTION
 EJ0082
 EJ0082'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0085 ***********************************************************************
 EJ0085  DESIGNATION -  GALLOWAY RM 1
 EJ0085  PID         -  EJ0085
 EJ0085  STATE/COUNTY-  AR/PULASKI
 EJ0085  COUNTRY     -  US
 EJ0085  USGS QUAD   -  MCALMONT (2017)
 EJ0085
 EJ0085                         *CURRENT SURVEY CONTROL
 EJ0085  ______________________________________________________________________
 EJ0085* NAD 83(1986) POSITION- 34 46 44.11   (N) 092 08 09.49   (W)   HD_HELD1
 EJ0085* NAVD 88 ORTHO HEIGHT -    76.934 (meters)      252.41  (feet) POSTED
 EJ0085  ______________________________________________________________________
 EJ0085  GEOID HEIGHT    -        -26.708 (meters)                     GEOID18
 EJ0085  DYNAMIC HEIGHT  -         76.86  (meters)      252.2   (feet) COMP
 EJ0085  MODELED GRAVITY -    979,708.5   (mgal)                       NAVD 88
 EJ0085
 EJ0085  VERT ORDER      -  * POSTED, SEE BELOW
 EJ0085
 EJ0085.The horizontal coordinates were determined by differentially corrected
 EJ0085.hand held GPS observations or other comparable positioning techniques
 EJ0085.and have an estimated accuracy of +/- 3 meters.
 EJ0085
 EJ0085.The orthometric height was determined by differential leveling
 EJ0085.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 EJ0085
 EJ0085.* This is a POSTED BENCH MARK height.
 EJ0085
 EJ0085.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0085.GEOID18 height accuracy estimate available here.
 EJ0085
 EJ0085.Click photographs - Photos may exist for this station.
 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     -   634,291.4     387,554.3     MT  (+/- 3 meters HH1 GPS) 
 EJ0085
 EJ0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7905648866(NAD 83)
 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
 EJ0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0085.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0085
 EJ0085_MARKER: DR = REFERENCE MARK DISK
 EJ0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0085_STAMPING: GALLOWAY NO 1 1916 1920
 EJ0085_MARK LOGO: CGS
 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   CGS
 EJ0085  HISTORY     - 1967     MARK NOT FOUND   CGS
 EJ0085  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0085
 EJ0085                          STATION DESCRIPTION
 EJ0085
 EJ0085'DESCRIBED BY COAST AND 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EH2393 ***********************************************************************
 EH2393  DESIGNATION -  GAM
 EH2393  PID         -  EH2393
 EH2393  STATE/COUNTY-  AR/LONOKE
 EH2393  COUNTRY     -  US
 EH2393  USGS QUAD   -  ENGLAND (2017)
 EH2393
 EH2393                         *CURRENT SURVEY CONTROL
 EH2393  ______________________________________________________________________
 EH2393* NAD 83(1986) POSITION- 34 34 37.     (N) 091 59 14.     (W)   SCALED
 EH2393* NAVD 88 ORTHO HEIGHT -    68.989 (meters)      226.34  (feet) ADJUSTED
 EH2393  ______________________________________________________________________
 EH2393  GEOID HEIGHT    -        -26.338 (meters)                     GEOID18
 EH2393  DYNAMIC HEIGHT  -         68.924 (meters)      226.13  (feet) COMP
 EH2393  MODELED GRAVITY -    979,697.9   (mgal)                       NAVD 88
 EH2393
 EH2393  VERT ORDER      -  SECOND    CLASS 0
 EH2393
 EH2393.The horizontal coordinates were scaled from a map and have
 EH2393.an estimated accuracy of +/- 6 seconds.
 EH2393
 EH2393.The orthometric height was determined by differential leveling and
 EH2393.adjusted by the NATIONAL GEODETIC SURVEY
 EH2393.in June 1991.
 EH2393
 EH2393.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2393.GEOID18 height accuracy estimate available here.
 EH2393
 EH2393.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU928265(NAD 83)
 EH2393
 EH2393                          SUPERSEDED SURVEY CONTROL
 EH2393
 EH2393  NGVD 29 (11/26/84)   69.030  (m)          226.48   (f) ADJUSTED    2 0
 EH2393
 EH2393.Superseded values are not recommended for survey control.
 EH2393
 EH2393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2393.See file dsdata.pdf to determine how the superseded data were derived.
 EH2393
 EH2393_MARKER: DD = SURVEY DISK
 EH2393_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EH2393_STAMPING: GAM 1934
 EH2393_MARK LOGO: CGS+SS
 EH2393_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0687 ***********************************************************************
 EJ0687  DESIGNATION -  GAMB
 EJ0687  PID         -  EJ0687
 EJ0687  STATE/COUNTY-  AR/DALLAS
 EJ0687  COUNTRY     -  US
 EJ0687  USGS QUAD   -  CARTHAGE (2017)
 EJ0687
 EJ0687                         *CURRENT SURVEY CONTROL
 EJ0687  ______________________________________________________________________
 EJ0687* NAD 83(1986) POSITION- 34 05 17.     (N) 092 33 36.     (W)   SCALED
 EJ0687* NAVD 88 ORTHO HEIGHT -    99.420 (meters)      326.18  (feet) ADJUSTED
 EJ0687  ______________________________________________________________________
 EJ0687  GEOID HEIGHT    -        -26.194 (meters)                     GEOID18
 EJ0687  DYNAMIC HEIGHT  -         99.321 (meters)      325.86  (feet) COMP
 EJ0687  MODELED GRAVITY -    979,640.3   (mgal)                       NAVD 88
 EJ0687
 EJ0687  VERT ORDER      -  SECOND    CLASS 0
 EJ0687
 EJ0687.The horizontal coordinates were scaled from a map and have
 EJ0687.an estimated accuracy of +/- 6 seconds.
 EJ0687
 EJ0687.The orthometric height was determined by differential leveling and
 EJ0687.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0687.in June 1991.
 EJ0687
 EJ0687.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0687.GEOID18 height accuracy estimate available here.
 EJ0687
 EJ0687.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT405720(NAD 83)
 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
 EJ0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0687.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0687
 EJ0687_MARKER: DD = SURVEY DISK
 EJ0687_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0687_STAMPING: GAMB
 EJ0687_MARK LOGO: CGS+SS
 EJ0687_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0687
 EJ0687  HISTORY     - Date     Condition        Report By
 EJ0687  HISTORY     - 1934     MONUMENTED       ARGS
 EJ0687  HISTORY     - 1935     GOOD             CGS
 EJ0687
 EJ0687                          STATION DESCRIPTION
 EJ0687
 EJ0687'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0685 ***********************************************************************
 EJ0685  DESIGNATION -  GAME
 EJ0685  PID         -  EJ0685
 EJ0685  STATE/COUNTY-  AR/DALLAS
 EJ0685  COUNTRY     -  US
 EJ0685  USGS QUAD   -  CARTHAGE (2017)
 EJ0685
 EJ0685                         *CURRENT SURVEY CONTROL
 EJ0685  ______________________________________________________________________
 EJ0685* NAD 83(1986) POSITION- 34 04 17.     (N) 092 33 07.     (W)   SCALED
 EJ0685* NAVD 88 ORTHO HEIGHT -    92.547 (meters)      303.63  (feet) ADJUSTED
 EJ0685  ______________________________________________________________________
 EJ0685  GEOID HEIGHT    -        -26.187 (meters)                     GEOID18
 EJ0685  DYNAMIC HEIGHT  -         92.454 (meters)      303.33  (feet) COMP
 EJ0685  MODELED GRAVITY -    979,638.6   (mgal)                       NAVD 88
 EJ0685
 EJ0685  VERT ORDER      -  SECOND    CLASS 0
 EJ0685
 EJ0685.The horizontal coordinates were scaled from a map and have
 EJ0685.an estimated accuracy of +/- 6 seconds.
 EJ0685
 EJ0685.The orthometric height was determined by differential leveling and
 EJ0685.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0685.in June 1991.
 EJ0685
 EJ0685.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0685.GEOID18 height accuracy estimate available here.
 EJ0685
 EJ0685.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT413701(NAD 83)
 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
 EJ0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0685.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0685
 EJ0685_MARKER: DD = SURVEY DISK
 EJ0685_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0685_STAMPING: GAME
 EJ0685_MARK LOGO: CGS+SS
 EJ0685_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0685
 EJ0685  HISTORY     - Date     Condition        Report By
 EJ0685  HISTORY     - 1934     MONUMENTED       ARGS
 EJ0685  HISTORY     - 1935     GOOD             CGS
 EJ0685  HISTORY     - 20160622 MARK NOT FOUND   ARHD
 EJ0685
 EJ0685                          STATION DESCRIPTION
 EJ0685
 EJ0685'DESCRIBED BY COAST AND 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.
 EJ0685
 EJ0685                          STATION RECOVERY (2016)
 EJ0685
 EJ0685'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 EJ0685'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH2394 ***********************************************************************
 EH2394  DESIGNATION -  GAN
 EH2394  PID         -  EH2394
 EH2394  STATE/COUNTY-  AR/LONOKE
 EH2394  COUNTRY     -  US
 EH2394  USGS QUAD   -  ENGLAND (2017)
 EH2394
 EH2394                         *CURRENT SURVEY CONTROL
 EH2394  ______________________________________________________________________
 EH2394* NAD 83(1986) POSITION- 34 34 05.     (N) 091 58 57.     (W)   SCALED
 EH2394* NAVD 88 ORTHO HEIGHT -    68.346 (meters)      224.23  (feet) ADJUSTED
 EH2394  ______________________________________________________________________
 EH2394  GEOID HEIGHT    -        -26.328 (meters)                     GEOID18
 EH2394  DYNAMIC HEIGHT  -         68.281 (meters)      224.02  (feet) COMP
 EH2394  MODELED GRAVITY -    979,697.2   (mgal)                       NAVD 88
 EH2394
 EH2394  VERT ORDER      -  SECOND    CLASS 0
 EH2394
 EH2394.The horizontal coordinates were scaled from a map and have
 EH2394.an estimated accuracy of +/- 6 seconds.
 EH2394
 EH2394.The orthometric height was determined by differential leveling and
 EH2394.adjusted by the NATIONAL GEODETIC SURVEY
 EH2394.in June 1991.
 EH2394
 EH2394.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2394.GEOID18 height accuracy estimate available here.
 EH2394
 EH2394.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU933256(NAD 83)
 EH2394
 EH2394                          SUPERSEDED SURVEY CONTROL
 EH2394
 EH2394  NGVD 29 (11/26/84)   68.386  (m)          224.36   (f) ADJUSTED    2 0
 EH2394
 EH2394.Superseded values are not recommended for survey control.
 EH2394
 EH2394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2394.See file dsdata.pdf to determine how the superseded data were derived.
 EH2394
 EH2394_MARKER: DD = SURVEY DISK
 EH2394_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EH2394_STAMPING: GAN 1934
 EH2394_MARK LOGO: CGS+SS
 EH2394_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0682 ***********************************************************************
 EJ0682  DESIGNATION -  GANS
 EJ0682  PID         -  EJ0682
 EJ0682  STATE/COUNTY-  AR/DALLAS
 EJ0682  COUNTRY     -  US
 EJ0682  USGS QUAD   -  CARTHAGE (2017)
 EJ0682
 EJ0682                         *CURRENT SURVEY CONTROL
 EJ0682  ______________________________________________________________________
 EJ0682* NAD 83(1986) POSITION- 34 01 39.     (N) 092 30 59.     (W)   SCALED
 EJ0682* NAVD 88 ORTHO HEIGHT -    86.224 (meters)      282.89  (feet) ADJUSTED
 EJ0682  ______________________________________________________________________
 EJ0682  GEOID HEIGHT    -        -26.156 (meters)                     GEOID18
 EJ0682  DYNAMIC HEIGHT  -         86.138 (meters)      282.60  (feet) COMP
 EJ0682  MODELED GRAVITY -    979,635.7   (mgal)                       NAVD 88
 EJ0682
 EJ0682  VERT ORDER      -  SECOND    CLASS 0
 EJ0682
 EJ0682.The horizontal coordinates were scaled from a map and have
 EJ0682.an estimated accuracy of +/- 6 seconds.
 EJ0682
 EJ0682.The orthometric height was determined by differential leveling and
 EJ0682.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0682.in June 1991.
 EJ0682
 EJ0682.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0682.GEOID18 height accuracy estimate available here.
 EJ0682
 EJ0682.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT446653(NAD 83)
 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
 EJ0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0682.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0682
 EJ0682_MARKER: DD = SURVEY DISK
 EJ0682_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0682_STAMPING: GANS
 EJ0682_MARK LOGO: CGS+SS
 EJ0682_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0682
 EJ0682  HISTORY     - Date     Condition        Report By
 EJ0682  HISTORY     - 1934     MONUMENTED       ARGS
 EJ0682  HISTORY     - 1935     GOOD             CGS
 EJ0682  HISTORY     - 1962     MARK NOT FOUND   USGS
 EJ0682
 EJ0682                          STATION DESCRIPTION
 EJ0682
 EJ0682'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0684 ***********************************************************************
 EJ0684  DESIGNATION -  GANT
 EJ0684  PID         -  EJ0684
 EJ0684  STATE/COUNTY-  AR/DALLAS
 EJ0684  COUNTRY     -  US
 EJ0684  USGS QUAD   -  CARTHAGE (2017)
 EJ0684
 EJ0684                         *CURRENT SURVEY CONTROL
 EJ0684  ______________________________________________________________________
 EJ0684* NAD 83(1986) POSITION- 34 03 18.     (N) 092 32 18.     (W)   SCALED
 EJ0684* NAVD 88 ORTHO HEIGHT -    88.493 (meters)      290.33  (feet) ADJUSTED
 EJ0684  ______________________________________________________________________
 EJ0684  GEOID HEIGHT    -        -26.175 (meters)                     GEOID18
 EJ0684  DYNAMIC HEIGHT  -         88.404 (meters)      290.04  (feet) COMP
 EJ0684  MODELED GRAVITY -    979,637.5   (mgal)                       NAVD 88
 EJ0684
 EJ0684  VERT ORDER      -  SECOND    CLASS 0
 EJ0684
 EJ0684.The horizontal coordinates were scaled from a map and have
 EJ0684.an estimated accuracy of +/- 6 seconds.
 EJ0684
 EJ0684.The orthometric height was determined by differential leveling and
 EJ0684.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0684.in June 1991.
 EJ0684
 EJ0684.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0684.GEOID18 height accuracy estimate available here.
 EJ0684
 EJ0684.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT426683(NAD 83)
 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
 EJ0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0684.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0684
 EJ0684_MARKER: DD = SURVEY DISK
 EJ0684_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0684_STAMPING: GANT
 EJ0684_MARK LOGO: CGS+SS
 EJ0684_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0684
 EJ0684  HISTORY     - Date     Condition        Report By
 EJ0684  HISTORY     - 1934     MONUMENTED       ARGS
 EJ0684  HISTORY     - 1935     GOOD             CGS
 EJ0684  HISTORY     - 20060106 MARK NOT FOUND   ARHD
 EJ0684
 EJ0684                          STATION DESCRIPTION
 EJ0684
 EJ0684'DESCRIBED BY COAST AND 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 DEPARTMENT OF TRANSPORTATION 2006 (VJB)
 EJ0684'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1917 ***********************************************************************
 FF1917  DESIGNATION -  GARDEN
 FF1917  PID         -  FF1917
 FF1917  STATE/COUNTY-  AR/MISSISSIPPI
 FF1917  COUNTRY     -  US
 FF1917  USGS QUAD   -  ETOWAH (2017)
 FF1917
 FF1917                         *CURRENT SURVEY CONTROL
 FF1917  ______________________________________________________________________
 FF1917* NAD 83(1997) POSITION- 35 41 59.04963(N) 090 14 21.68911(W)   ADJUSTED
 FF1917* NAD 83(1997) ELLIP HT-    42.582 (meters)        (09/24/01)   ADJUSTED
 FF1917* NAVD 88 ORTHO HEIGHT -    70.3   (meters)      231.    (feet) VERTCON3
 FF1917  ______________________________________________________________________
 FF1917  GEOID HEIGHT    -        -27.822 (meters)                     GEOID18
 FF1917  NAD 83(1997) X  -    -21,663.002 (meters)                     COMP
 FF1917  NAD 83(1997) Y  - -5,185,500.140 (meters)                     COMP
 FF1917  NAD 83(1997) Z  -  3,701,211.997 (meters)                     COMP
 FF1917  LAPLACE CORR    -          0.77  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1917.GEOID18 height accuracy estimate available here.
 FF1917
 FF1917.Click photographs - Photos may exist for this station.
 FF1917
 FF1917.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF1917
 FF1917.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1917
 FF1917.The ellipsoidal height was determined by GPS observations
 FF1917.and is referenced to NAD 83.
 FF1917
 FF1917. The following values were computed from the NAD 83(1997) position.
 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     -  LEPANTO                                  206 40 43.1
 FF1917:UTM  15      -  LEPANTO                                  206 05 29.0
 FF1917
 FF1917_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV4978054158(NAD 83)
 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)   42.597  (m)                       GP(       ) 4 1
 FF1917  NAD 83(1995)-  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)  UNKNOWN  model used  GPS OBS        
 FF1917  NGVD 29 (11/13/90)   70.2    (m)  RAPSU86  model used  GPS OBS        
 FF1917
 FF1917.Superseded values are not recommended for survey control.
 FF1917
 FF1917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1917.See file dsdata.pdf to determine how the superseded data were derived.
 FF1917
 FF1917_MARKER: DS = TRIANGULATION STATION DISK
 FF1917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1917_STAMPING: GARDEN 1954
 FF1917_MARK LOGO: CGS
 FF1917_PROJECTION: FLUSH
 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     - 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 CHURCH YARD,
 FF1917'46 PACES NORTH OF STATE HIGHWAY NO. 40, 54 FEET EAST OF THE SOUTHEAST
 FF1917'CORNER OF THE CHURCH, 18 FEET WEST-NORTHWEST OF A CEMETERY FENCE
 FF1917'CORNER, AND 20 FEET NORTH OF A FIELD FENCE CORNER.  IT IS FLUSH WITH
 FF1917'THE GROUND AND THE DISK IS STAMPED GARDEN 1954.
 FF1917'
 FF1917'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 40 AND 181
 FF1917'ABOUT 2 MILES NORTH OF KEISER GO WEST ON STATE HIGHWAY 40 FOR 7.6
 FF1917'MILES TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE WEST ON THE HIGHWAY
 FF1917'FOR 0.25 MILE TO THE GARDEN POINT METHODIST CHURCH AND THE STATION
 FF1917'MARK ON THE RIGHT.
 FF1917'
 FF1917'REFERENCE MARK NO. 1 IS 38 FEET NORTH OF THE HIGHWAY.  IT IS FLUSH
 FF1917'WITH THE GROUND AND THE DISK IS STAMPED GARDEN NO 1 1954.
 FF1917'
 FF1917'REFERENCE MARK NO. 2 IS 29 PACES NORTH OF THE HIGHWAY, 39 FEET SOUTH
 FF1917'OF THE SOUTHWEST CORNER OF THE CHURCH AND 15 FEET NORTHEAST OF A 36
 FF1917'INCH OAK TREE.  IT IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 FF1917'GARDEN NO 2 1954.
 FF1917'
 FF1917'THE AZIMUTH MARK IS 42 FEET NORTH OF THE HIGHWAY, 3 FEET NORTHWEST OF
 FF1917'A 4 IN X 4 IN WITNESS POST AND 1 FOOT WEST OF A POWER-LINE POLE.  IT
 FF1917'PROJECTS 4 INCHES AND THE DISK IS STAMPED GARDEN 1954.
 FF1917'
 FF1917'HEIGHT OF LIGHT ABOVE STATION MARK 35 METERS.
 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 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'THE STATION IS LOCATED ABOUT 21.0 KM (13.0 MI) SOUTHWEST OF MANILA,
 FF1917'13.6 KM (8.5 MI) NORTHEAST OF LEPANTO, AND 13.0 KM (8.1 MI)
 FF1917'WEST-NORTHWEST OF KEISER.  OWNERSHIP--GARDEN POINT UNITED METHODIST
 FF1917'CHURCH.
 FF1917'
 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'
 FF1917'THE STATION IS A STANDARD CGS STATION MARK DISK STAMPED
 FF1917'---GARDEN 1954--- .  SET IN THE TOP OF A 30-CM ROUND CONCRETE POST
 FF1917'THAT IS FLUSH WITH THE GROUND.  IT IS 35.1 M (115.2 FT) NORTH OF THE
 FF1917'CENTERLINE OF STATE HIGHWAY 140, 15.75 M (51.67 FT) EAST-NORTHEAST OF
 FF1917'THE SOUTHEAST CORNER OF THE CHURCH, 2.0 M (6.6 FT) NORTHWEST OF THE
 FF1917'NORTHWEST CORNER OF THE LILLIE MAE ROLAND MEMORIAL STONE, AND 1.85 M
 FF1917'(6.07 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE PRESHOUR MEMORIAL
 FF1917'STONE.  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'
 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'
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1507 ***********************************************************************
 DL1507  DESIGNATION -  GARLAND
 DL1507  PID         -  DL1507
 DL1507  STATE/COUNTY-  AR/MILLER
 DL1507  COUNTRY     -  US
 DL1507  USGS QUAD   -  GARLAND (2017)
 DL1507
 DL1507                         *CURRENT SURVEY CONTROL
 DL1507  ______________________________________________________________________
 DL1507* NAD 83(1997) POSITION- 33 21 36.50372(N) 093 42 57.14084(W)   ADJUSTED
 DL1507* NAD 83(1997) ELLIP HT-    44.246 (meters)        (09/24/01)   ADJUSTED
 DL1507* NAVD 88 ORTHO HEIGHT -    71.0   (meters)      233.    (feet) VERTCON3
 DL1507  ______________________________________________________________________
 DL1507  GEOID HEIGHT    -        -26.800 (meters)                     GEOID18
 DL1507  NAD 83(1997) X  -   -345,602.568 (meters)                     COMP
 DL1507  NAD 83(1997) Y  - -5,321,441.661 (meters)                     COMP
 DL1507  NAD 83(1997) Z  -  3,487,412.795 (meters)                     COMP
 DL1507  LAPLACE CORR    -          0.58  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1507.GEOID18 height accuracy estimate available here.
 DL1507
 DL1507.Click photographs - Photos may exist for this station.
 DL1507
 DL1507.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL1507
 DL1507.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1507
 DL1507.The ellipsoidal height was determined by GPS observations
 DL1507.and is referenced to NAD 83.
 DL1507
 DL1507. The following values were computed from the NAD 83(1997) position.
 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     -  GARLAND AZ MK                            346 46 32.4
 DL1507:UTM  15      -  GARLAND AZ MK                            346 12 32.3
 DL1507
 DL1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS3339891442(NAD 83)
 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)   44.268  (m)                       GP(       ) 4 1
 DL1507  NAD 83(1993)-  33 21 36.50986(N)    093 42 57.13377(W) AD(       ) 1
 DL1507  NAD 83(1992)-  33 21 36.51149(N)    093 42 57.12808(W) AD(       ) 1
 DL1507  ELLIP H (01/21/93)   44.041  (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)  RAPSU86  model used  GPS OBS        
 DL1507
 DL1507.Superseded values are not recommended for survey control.
 DL1507
 DL1507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1507.See file dsdata.pdf to determine how the superseded data were derived.
 DL1507
 DL1507_MARKER: DS = TRIANGULATION STATION DISK
 DL1507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 DEPARTMENT OF TRANSPORTATION 2004 (WDA)
 DL1507'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0700 ***********************************************************************
 DL0700  DESIGNATION -  GARLAND 1 BOLT
 DL0700  PID         -  DL0700
 DL0700  STATE/COUNTY-  AR/MILLER
 DL0700  COUNTRY     -  US
 DL0700  USGS QUAD   -  GARLAND (2017)
 DL0700
 DL0700                         *CURRENT SURVEY CONTROL
 DL0700  ______________________________________________________________________
 DL0700* NAD 83(1986) POSITION- 33 21 42.76   (N) 093 42 33.65   (W)   HD_HELD1
 DL0700* NAVD 88 ORTHO HEIGHT -    70.12  (+/-2cm)      230.1   (feet) VERTCON3
 DL0700  ______________________________________________________________________
 DL0700  GEOID HEIGHT    -        -26.799 (meters)                     GEOID18
 DL0700  VERT ORDER      -  ? (See Below)
 DL0700
 DL0700.The horizontal coordinates were determined by differentially corrected
 DL0700.hand held GPS observations or other comparable positioning techniques
 DL0700.and have an estimated accuracy of +/- 3 meters.
 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
 DL0700.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0700.GEOID18 height accuracy estimate available here.
 DL0700
 DL0700.The vertical order pertains to the NGVD 29 superseded value.
 DL0700
 DL0700.Click photographs - Photos may exist for this station.
 DL0700
 DL0700;                    North         East    Units  Estimated Accuracy
 DL0700;SPC AR S     -   478,436.6     240,920.8     MT  (+/- 3 meters HH1 GPS) 
 DL0700
 DL0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS3400691630(NAD 83)
 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
 DL0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0700.See file dsdata.pdf to determine how the superseded data were derived.
 DL0700
 DL0700_MARKER: B = BOLT
 DL0700_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL0700_SP_SET: UNDERGROUND STONE
 DL0700_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0700
 DL0700  HISTORY     - Date     Condition        Report By
 DL0700  HISTORY     - UNK      MONUMENTED       USACE
 DL0700  HISTORY     - 1935     GOOD             CGS
 DL0700
 DL0700                          STATION DESCRIPTION
 DL0700
 DL0700'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 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 = MARCH 20, 2026 22:17:28 EDT
 DK2083 ***********************************************************************
 DK2083  DESIGNATION -  GARNER
 DK2083  PID         -  DK2083
 DK2083  STATE/COUNTY-  AR/ASHLEY
 DK2083  COUNTRY     -  US
 DK2083  USGS QUAD   -  FOUNTAIN HILL (2017)
 DK2083
 DK2083                         *CURRENT SURVEY CONTROL
 DK2083  ______________________________________________________________________
 DK2083* NAD 83(1997) POSITION- 33 17 43.06234(N) 091 49 22.16390(W)   ADJUSTED
 DK2083* NAVD 88 ORTHO HEIGHT -    65.55  (+/-2cm)      215.1   (feet) VERTCON3
 DK2083  ______________________________________________________________________
 DK2083  GEOID HEIGHT    -        -25.746 (meters)                     GEOID18
 DK2083  LAPLACE CORR    -          0.24  (seconds)                    DEFLEC18
 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
 DK2083.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK2083.GEOID18 height accuracy estimate available here.
 DK2083
 DK2083.The vertical order pertains to the NGVD 29 superseded value.
 DK2083
 DK2083.Click photographs - Photos may exist for this station.
 DK2083
 DK2083.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK2083
 DK2083. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 DK2083:SPC AR S     -  GARNER AZ MK                             163 56 56.8
 DK2083:UTM  15      -  GARNER AZ MK                             163 24 07.2
 DK2083
 DK2083_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS0960284642(NAD 83)
 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              65.63   (m)          215.3    (f) LEVELING    3  
 DK2083
 DK2083.Superseded values are not recommended for survey control.
 DK2083
 DK2083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2083.See file dsdata.pdf to determine how the superseded data were derived.
 DK2083
 DK2083_MARKER: DS = TRIANGULATION STATION DISK
 DK2083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2083_STAMPING: GARNER 1939
 DK2083_MARK LOGO: CGS
 DK2083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK2083+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EH3056 ***********************************************************************
 EH3056  DESIGNATION -  GART
 EH3056  PID         -  EH3056
 EH3056  STATE/COUNTY-  AR/ARKANSAS
 EH3056  COUNTRY     -  US
 EH3056  USGS QUAD   -  STUTTGART NORTH (2017)
 EH3056
 EH3056                         *CURRENT SURVEY CONTROL
 EH3056  ______________________________________________________________________
 EH3056* NAD 83(1997) POSITION- 34 30 37.87261(N) 091 32 28.91712(W)   ADJUSTED
 EH3056* NAVD 88 ORTHO HEIGHT -    66.    (meters)      217.    (feet) SCALED
 EH3056  ______________________________________________________________________
 EH3056  GEOID HEIGHT    -        -26.595 (meters)                     GEOID18
 EH3056  LAPLACE CORR    -         -0.85  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH3056.GEOID18 height accuracy estimate available here.
 EH3056
 EH3056.Click photographs - Photos may exist for this station.
 EH3056
 EH3056.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH3056
 EH3056. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999382  x   0.99995290  =   0.99994672
 EH3056!UTM  15      -   0.99999382  x   0.99982098  =   0.99981480
 EH3056
 EH3056:                Primary Azimuth Mark                     Grid Az
 EH3056:SPC AR S     -  GART AZ MK                               257 16 30.8
 EH3056:UTM  15      -  GART AZ MK                               256 42 19.4
 EH3056
 EH3056_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU3389519729(NAD 83)
 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
 EH3056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3056.See file dsdata.pdf to determine how the superseded data were derived.
 EH3056
 EH3056_MARKER: DS = TRIANGULATION STATION DISK
 EH3056_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 EH3056_SP_SET: GAIN ELEVATOR ROOF
 EH3056_STAMPING: GART 1965
 EH3056_MARK LOGO: CGS
 EH3056_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EH3056+STABILITY: POSITION/ELEVATION WELL
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1857 ***********************************************************************
 EJ1857  DESIGNATION -  GAS
 EJ1857  PID         -  EJ1857
 EJ1857  STATE/COUNTY-  AR/HOT SPRING
 EJ1857  COUNTRY     -  US
 EJ1857  USGS QUAD   -  MALVERN SOUTH (2017)
 EJ1857
 EJ1857                         *CURRENT SURVEY CONTROL
 EJ1857  ______________________________________________________________________
 EJ1857* NAD 83(1997) POSITION- 34 15 17.66526(N) 092 49 34.48440(W)   ADJUSTED
 EJ1857* NAVD 88 ORTHO HEIGHT -   147.    (meters)      482.    (feet) SCALED
 EJ1857  ______________________________________________________________________
 EJ1857  GEOID HEIGHT    -        -26.480 (meters)                     GEOID18
 EJ1857  LAPLACE CORR    -          2.33  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1857.GEOID18 height accuracy estimate available here.
 EJ1857
 EJ1857.Click photographs - Photos may exist for this station.
 EJ1857
 EJ1857.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1857
 EJ1857. The following values were computed from the NAD 83(1997) position.
 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     -   0.99998108  x   0.99992585  =   0.99990693
 EJ1857!UTM  15      -   0.99998108  x   0.99960315  =   0.99958424
 EJ1857
 EJ1857:                Primary Azimuth Mark                     Grid Az
 EJ1857:SPC AR S     -  GIFFORD                                  034 07 47.9
 EJ1857:UTM  15      -  GIFFORD                                  033 34 11.0
 EJ1857
 EJ1857_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT1599790433(NAD 83)
 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
 EJ1857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1857.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1857
 EJ1857_MARKER: DS = TRIANGULATION STATION DISK
 EJ1857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1857_STAMPING: GAS 1964
 EJ1857_MARK LOGO: CGS
 EJ1857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1857+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ2044 ***********************************************************************
 EJ2044  DESIGNATION -  GASTON
 EJ2044  PID         -  EJ2044
 EJ2044  STATE/COUNTY-  AR/MONTGOMERY
 EJ2044  COUNTRY     -  US
 EJ2044  USGS QUAD   -  ODEN (2017)
 EJ2044
 EJ2044                         *CURRENT SURVEY CONTROL
 EJ2044  ______________________________________________________________________
 EJ2044* NAD 83(1997) POSITION- 34 34 07.89355(N) 093 47 03.89538(W)   ADJUSTED
 EJ2044* NAVD 88 ORTHO HEIGHT -   430.7   (meters)     1413.    (feet) VERTCON3
 EJ2044  ______________________________________________________________________
 EJ2044  GEOID HEIGHT    -        -28.912 (meters)                     GEOID18
 EJ2044  LAPLACE CORR    -          3.02  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ2044.GEOID18 height accuracy estimate available here.
 EJ2044
 EJ2044.Click photographs - Photos may exist for this station.
 EJ2044
 EJ2044.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ2044
 EJ2044. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 EJ2044:SPC AR S     -  GASTON AZ MK                             110 00 25.9
 EJ2044:UTM  15      -  GASTON AZ MK                             109 27 12.8
 EJ2044
 EJ2044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU2804625512(NAD 83)
 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(1993)-  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
 EJ2044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2044.See file dsdata.pdf to determine how the superseded data were derived.
 EJ2044
 EJ2044_MARKER: DS = TRIANGULATION STATION DISK
 EJ2044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ2044_STAMPING: GASTON 1956
 EJ2044_MARK LOGO: CGS
 EJ2044_PROJECTION: FLUSH
 EJ2044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ2044+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FH0934 ***********************************************************************
 FH0934  CBN         -  This is a Cooperative Base Network Control Station.
 FH0934  DESIGNATION -  GAYLOR
 FH0934  PID         -  FH0934
 FH0934  STATE/COUNTY-  AR/CRAWFORD
 FH0934  COUNTRY     -  US
 FH0934  USGS QUAD   -  BRENTWOOD (2017)
 FH0934
 FH0934                         *CURRENT SURVEY CONTROL
 FH0934  ______________________________________________________________________
 FH0934* NAD 83(2011) POSITION- 35 45 11.02283(N) 094 06 54.46545(W)   NO CHECK
 FH0934* NAD 83(2011) ELLIP HT-   608.634 (meters)        (06/27/12)   NO CHECK
 FH0934* NAD 83(2011) EPOCH   -  2010.00
 FH0934* NAVD 88 ORTHO HEIGHT -   636.879 (meters)     2089.49  (feet) ADJUSTED
 FH0934  ______________________________________________________________________
 FH0934  GEOID HEIGHT    -        -28.315 (meters)                     GEOID18
 FH0934  NAD 83(2011) X  -   -371,904.040 (meters)                     COMP
 FH0934  NAD 83(2011) Y  - -5,169,188.586 (meters)                     COMP
 FH0934  NAD 83(2011) Z  -  3,706,346.047 (meters)                     COMP
 FH0934  LAPLACE CORR    -         -0.26  (seconds)                    DEFLEC18
 FH0934  DYNAMIC HEIGHT  -        636.271 (meters)     2087.50  (feet) COMP
 FH0934  MODELED GRAVITY -    979,656.9   (mgal)                       NAVD 88
 FH0934
 FH0934  VERT ORDER      -  FIRST     CLASS II
 FH0934
 FH0934  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FH0934  Standards:
 FH0934         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FH0934            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FH0934  -------------------------------------------------------------------
 FH0934  NETWORK    2.22   5.64           1.00   0.79   2.88      0.12584607
 FH0934  -------------------------------------------------------------------
 FH0934  Click here for local accuracies and other accuracy information.
 FH0934
 FH0934.The horizontal coordinates were established by GPS observations
 FH0934.and adjusted by the National Geodetic Survey in June 2012.
 FH0934
 FH0934.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FH0934.been affixed to the stable North American tectonic plate. See 
 FH0934.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FH0934
 FH0934.The horizontal coordinates are valid at the epoch date displayed above
 FH0934.which is a decimal equivalence of Year/Month/Day.
 FH0934
 FH0934.No horizontal observational check was made to the station.
 FH0934
 FH0934.The orthometric height was determined by differential leveling and
 FH0934.adjusted by the NATIONAL GEODETIC SURVEY
 FH0934.in June 1991.
 FH0934
 FH0934.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0934.GEOID18 height accuracy estimate available here.
 FH0934
 FH0934.Click photographs - Photos may exist for this station.
 FH0934
 FH0934.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FH0934
 FH0934.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH0934
 FH0934.The ellipsoidal height was determined by GPS observations
 FH0934.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 FH0934
 FH0934;                    North         East     Units Scale Factor Converg.
 FH0934;SPC AR N     -   159,562.021   208,725.516   MT  0.99994026   -1 13 50.9
 FH0934;SPC AR N     -   523,496.40    684,793.63   sFT  0.99994026   -1 13 50.9
 FH0934;UTM  15      - 3,957,133.264   399,181.620   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:                Primary Azimuth Mark                     Grid Az
 FH0934:SPC AR N     -  LOCKE TOWER                              165 15 49.0
 FH0934:UTM  15      -  LOCKE TOWER                              164 41 03.9
 FH0934
 FH0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9918157133(NAD 83)
 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                                       1582654.7 |
 FH0934| FH0940 LOCKE TOWER                         APPROX.12.0 KM 1640158.1 |
 FH0934| CI0991 GAYLOR RM 2                          25.013 METERS 20627     |
 FH0934|---------------------------------------------------------------------|
 FH0934
 FH0934                          SUPERSEDED SURVEY CONTROL
 FH0934
 FH0934  NAD 83(2007)-  35 45 11.02277(N)    094 06 54.46626(W) AD(2002.00) 0
 FH0934  ELLIP H (02/10/07)  608.654  (m)                       GP(2002.00)    
 FH0934  ELLIP H (09/21/01)  608.643  (m)                       GP(       ) 4 2
 FH0934  NAD 83(1997)-  35 45 11.02259(N)    094 06 54.46646(W) AD(       ) B
 FH0934  ELLIP H (09/19/97)  608.677  (m)                       GP(       ) 4 1
 FH0934  NAD 83(1993)-  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             636.88   (m)         2089.5    (f) LEVELING    3  
 FH0934  NGVD 29             636.73   (m)         2089.0    (f) LEVELING    3  
 FH0934  NGVD 29 (10/05/93)  636.729  (m)         2089.00   (f) ADJUSTED    1 2
 FH0934  NGVD 29 (07/19/86)  636.8    (m)         2089.     (f) VERT ANG       
 FH0934
 FH0934.Superseded values are not recommended for survey control.
 FH0934
 FH0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0934.See file dsdata.pdf to determine how the superseded data were derived.
 FH0934
 FH0934_MARKER: DS = TRIANGULATION STATION DISK
 FH0934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0934_STAMPING: GAYLOR 1971
 FH0934_MARK LOGO: CGS
 FH0934_PROJECTION: FLUSH
 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 - April 06, 2016
 FH0934
 FH0934  HISTORY     - Date     Condition        Report By
 FH0934  HISTORY     - 1971     MONUMENTED       NGS
 FH0934  HISTORY     - 1987     GOOD             USPSQD
 FH0934  HISTORY     - 1989     GOOD             USPSQD
 FH0934  HISTORY     - 19891130 GOOD             NGS
 FH0934  HISTORY     - 19921104 GOOD             NOS
 FH0934  HISTORY     - 19961202 GOOD             NGS
 FH0934  HISTORY     - 20020722 GOOD             ARHD
 FH0934  HISTORY     - 20040720 GOOD             ARHD
 FH0934  HISTORY     - 20080621 GOOD             GEOCAC
 FH0934  HISTORY     - 20150129 GOOD             ARHD
 FH0934  HISTORY     - 20160406 GOOD             ARHD
 FH0934
 FH0934                          STATION DESCRIPTION
 FH0934
 FH0934'DESCRIBED BY NATIONAL 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, R29W, T13N, 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 (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 (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 DEPARTMENT OF TRANSPORTATION 2002 (VJB)
 FH0934'RECOVERED IN GOOD CONDITION.
 FH0934
 FH0934                          STATION RECOVERY (2004)
 FH0934
 FH0934'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2004 (VJB)
 FH0934'RECOVERED IN GOOD CONDITION.
 FH0934
 FH0934                          STATION RECOVERY (2008)
 FH0934
 FH0934'RECOVERY NOTE BY GEOCACHING 2008 (CA)
 FH0934'RECOVERED IN GOOD CONDITION.
 FH0934
 FH0934                          STATION RECOVERY (2015)
 FH0934
 FH0934'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 FH0934'RECOVERED IN GOOD CONDITION.
 FH0934
 FH0934                          STATION RECOVERY (2016)
 FH0934
 FH0934'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (VJB)
 FH0934'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL1244 ***********************************************************************
 DL1244  DESIGNATION -  GENOA
 DL1244  PID         -  DL1244
 DL1244  STATE/COUNTY-  AR/MILLER
 DL1244  COUNTRY     -  US
 DL1244  USGS QUAD   -  MANDEVILLE (2017)
 DL1244
 DL1244                         *CURRENT SURVEY CONTROL
 DL1244  ______________________________________________________________________
 DL1244* NAD 83(1997) POSITION- 33 25 43.88761(N) 093 54 44.04428(W)   ADJUSTED
 DL1244* NAVD 88 ORTHO HEIGHT -   101.385 (meters)      332.63  (feet) ADJUSTED
 DL1244  ______________________________________________________________________
 DL1244  GEOID HEIGHT    -        -26.897 (meters)                     GEOID18
 DL1244  LAPLACE CORR    -         -0.26  (seconds)                    DEFLEC18
 DL1244  DYNAMIC HEIGHT  -        101.277 (meters)      332.27  (feet) COMP
 DL1244  MODELED GRAVITY -    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 and
 DL1244.adjusted by the NATIONAL GEODETIC SURVEY
 DL1244.in January 2026.
 DL1244
 DL1244.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1244.GEOID18 height accuracy estimate available here.
 DL1244
 DL1244.Click photographs - Photos may exist for this station.
 DL1244
 DL1244.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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     -   0.99998831  x   0.99997393  =   0.99996224
 DL1244!SPC TXNC     -   0.99998831  x   0.99989422  =   0.99988253
 DL1244!UTM  15      -   0.99998831  x   0.99968866  =   0.99967697
 DL1244
 DL1244:                Primary Azimuth Mark                     Grid Az
 DL1244:SPC AR S     -  WOLF                                     130 04 21.5
 DL1244:SPC TXNC     -  WOLF                                     126 30 00.9
 DL1244:UTM  15      -  WOLF                                     129 30 17.9
 DL1244
 DL1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS1519699203(NAD 83)
 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(1993)-  33 25 43.89282(N)    093 54 44.03909(W) AD(       ) 3
 DL1244  NAD 83(1993)-  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  NAVD 88 (06/15/91)  101.395  (m)          332.66   (f) SUPERSEDED  1 2
 DL1244
 DL1244.Superseded values are not recommended for survey control.
 DL1244
 DL1244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1244.See file dsdata.pdf to determine how the superseded data were derived.
 DL1244
 DL1244_MARKER: DS = TRIANGULATION STATION DISK
 DL1244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 - May 06, 2025
 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  HISTORY     - 20250402 GOOD             ARHD
 DL1244  HISTORY     - 20250506 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 DEPARTMENT OF TRANSPORTATION 2004 (VJB)
 DL1244'RECOVERED IN GOOD CONDITION.
 DL1244
 DL1244                          STATION RECOVERY (2025)
 DL1244
 DL1244'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2025 (JH)
 DL1244'RECOVERED IN GOOD CONDITION.
 DL1244
 DL1244                          STATION RECOVERY (2025)
 DL1244
 DL1244'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2025 (JDH)
 DL1244'RECOVERED IN GOOD CONDITION.
 DL1244'
 DL1244'NOTE-ADD-1.0 FT NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FH0989 ***********************************************************************
 FH0989  DESIGNATION -  GEORGE
 FH0989  PID         -  FH0989
 FH0989  STATE/COUNTY-  AR/SEBASTIAN
 FH0989  COUNTRY     -  US
 FH0989  USGS QUAD   -  SOUTH FORT SMITH (2017)
 FH0989
 FH0989                         *CURRENT SURVEY CONTROL
 FH0989  ______________________________________________________________________
 FH0989* NAD 83(1997) POSITION- 35 16 44.30920(N) 094 26 07.64924(W)   ADJUSTED
 FH0989* NAVD 88 ORTHO HEIGHT -   209.    (meters)      686.    (feet) SCALED
 FH0989  ______________________________________________________________________
 FH0989  GEOID HEIGHT    -        -30.509 (meters)                     GEOID18
 FH0989  LAPLACE CORR    -          2.09  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0989.GEOID18 height accuracy estimate available here.
 FH0989
 FH0989.Click photographs - Photos may exist for this station.
 FH0989
 FH0989.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH0989
 FH0989. The following values were computed from the NAD 83(1997) position.
 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     -   0.99997197  x   0.99995005  =   0.99992202
 FH0989!SPC OK N     -   0.99997197  x   1.00006466  =   1.00003663
 FH0989!SPC OK S     -   0.99997197  x   1.00000934  =   0.99998131
 FH0989!UTM  15      -   0.99997197  x   0.99981003  =   0.99978200
 FH0989
 FH0989:                Primary Azimuth Mark                     Grid Az
 FH0989:SPC AR N     -  GEORGE AZ MK                             184 51 26.9
 FH0989:SPC OK N     -  GEORGE AZ MK                             181 20 12.0
 FH0989:SPC OK S     -  GEORGE AZ MK                             181 25 01.1
 FH0989:UTM  15      -  GEORGE AZ MK                             184 16 10.0
 FH0989
 FH0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV6945304925(NAD 83)
 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(1993)-  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
 FH0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0989.See file dsdata.pdf to determine how the superseded data were derived.
 FH0989
 FH0989_MARKER: DS = TRIANGULATION STATION DISK
 FH0989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0989_STAMPING: GEORGE 1935
 FH0989_MARK LOGO: CGS
 FH0989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0989+STABILITY: SURFACE MOTION
 FH0989_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH0989+SATELLITE: SATELLITE OBSERVATIONS - February 12, 2009
 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  HISTORY     - 20090212 GOOD             ARHD
 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.
 FH0989
 FH0989                          STATION RECOVERY (2009)
 FH0989
 FH0989'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2009 (VJB)
 FH0989'STATION RECOVERED BUT RM'S AND AZIMUTH MARK APPEAR TO HAVE BEEN
 FH0989'DESTROYED. A SUBDIVISION IS ENCROACHING ON THE FIELD AND THE STATION
 FH0989'WILL BE IN DANGER OF DESTRUCTION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ2328 ***********************************************************************
 DQ2328  DESIGNATION -  GEORGE M WEST
 DQ2328  PID         -  DQ2328
 DQ2328  STATE/COUNTY-  AR/PULASKI
 DQ2328  COUNTRY     -  US
 DQ2328  USGS QUAD   -  NORTH LITTLE ROCK (2017)
 DQ2328
 DQ2328                         *CURRENT SURVEY CONTROL
 DQ2328  ______________________________________________________________________
 DQ2328* NAD 83(1986) POSITION- 34 47 56.62   (N) 092 21 20.87   (W)   HD_HELD1
 DQ2328* NAVD 88 ORTHO HEIGHT -    76.705 (meters)      251.66  (feet) ADJUSTED
 DQ2328  ______________________________________________________________________
 DQ2328  GEOID HEIGHT    -        -26.858 (meters)                     GEOID18
 DQ2328  DYNAMIC HEIGHT  -         76.634 (meters)      251.42  (feet) COMP
 DQ2328  MODELED GRAVITY -    979,706.4   (mgal)                       NAVD 88
 DQ2328
 DQ2328  VERT ORDER      -  FIRST     CLASS II
 DQ2328
 DQ2328.The horizontal coordinates were determined by differentially corrected
 DQ2328.hand held GPS observations or other comparable positioning techniques
 DQ2328.and have an estimated accuracy of +/- 3 meters.
 DQ2328
 DQ2328.The orthometric height was determined by differential leveling and
 DQ2328.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2328.in June 2016.
 DQ2328
 DQ2328.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2328.GEOID18 height accuracy estimate available here.
 DQ2328
 DQ2328.Click photographs - Photos may exist for this station.
 DQ2328
 DQ2328.The dynamic height is computed by dividing the NAVD 88
 DQ2328.geopotential number by the normal gravity value computed on the
 DQ2328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2328.degrees latitude (g = 980.6199 gals.).
 DQ2328
 DQ2328.The modeled gravity was interpolated from observed gravity values.
 DQ2328
 DQ2328;                    North         East    Units  Estimated Accuracy
 DQ2328;SPC AR S     -   636,574.2     367,440.5     MT  (+/- 3 meters HH1 GPS) 
 DQ2328
 DQ2328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5892850949(NAD 83)
 DQ2328
 DQ2328                          SUPERSEDED SURVEY CONTROL
 DQ2328
 DQ2328.No superseded survey control is available for this station.
 DQ2328
 DQ2328_MARKER: DD = SURVEY DISK
 DQ2328_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DQ2328_SP_SET: DAM RETAINING WALL
 DQ2328_STAMPING: GEORGE M WEST 2016
 DQ2328_MARK LOGO: USACE
 DQ2328_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ2328_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2328+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2016
 DQ2328
 DQ2328  HISTORY     - Date     Condition        Report By
 DQ2328  HISTORY     - 20160505 MONUMENTED       USACE
 DQ2328
 DQ2328                          STATION DESCRIPTION
 DQ2328
 DQ2328'DESCRIBED BY US ARMY CORPS OF ENGINEERS 2016 (SCC)
 DQ2328'THE STATION IS LOCATED ABOUT 8.2 MI (13.2 KM) EAST-SOUTHEAST OF
 DQ2328'PINNACLE, 5.4 MI (8.7 KM) WEST-NORTHWEST OF NORTH LITTLE ROCK AND 5.2
 DQ2328'MI (8.4 KM) NORTHWEST OF LITTLE ROCK.
 DQ2328'
 DQ2328'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 51 (CRYSTAL HILLS
 DQ2328'ROAD)AND NORTHSHORE DRIVE PROCEED SOUTH 0.12 KM (0.07 MI) TO THE
 DQ2328'INTERSECTION WITH COOKS LANDING ROAD.  TURN RIGHT AND PROCEED
 DQ2328'SOUTHERLY ON ROAD FOR 1.1 KM (0.7 MI) TO THE STATION ON THE RIGHT.
 DQ2328'
 DQ2328'IT IS 16.8 M (55.1 FT) WEST OF THE CENTERLINE OF ROAD, 3.8 M (12.5 FT)
 DQ2328'EAST OF A METAL WITNESS POST AND SIGN L0CATED THE WEST TOP EDGE OF
 DQ2328'LEVY AND ABOUT 1.2 M (3.9 FT) HIGHER THAN THE ROAD.
 DQ2328'
 DQ2328'MONUMENT IS LOCATED IN THE APPROXIMATELY CENTER OF A 4 FT (1.2 M) WIDE
 DQ2328'BURIED DAM RETAINING WALL.
 DQ2328'
 DQ2328'NOTE-THIS IS A COMMEMORATIVE MARK DEDICATED TO GEORGE WEST, LONGTIME
 DQ2328'FEDERAL, STATE AND PRIVATE SURVEYOR IN THE STATE OF ARKANSAS.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1826 ***********************************************************************
 FF1826  DESIGNATION -  GEORGETOWN
 FF1826  PID         -  FF1826
 FF1826  STATE/COUNTY-  AR/WHITE
 FF1826  COUNTRY     -  US
 FF1826  USGS QUAD   -  GEORGETOWN (2017)
 FF1826
 FF1826                         *CURRENT SURVEY CONTROL
 FF1826  ______________________________________________________________________
 FF1826* NAD 83(1997) POSITION- 35 07 43.08206(N) 091 27 40.74672(W)   ADJUSTED
 FF1826* NAVD 88 ORTHO HEIGHT -    62.    (meters)      203.    (feet) SCALED
 FF1826  ______________________________________________________________________
 FF1826  GEOID HEIGHT    -        -27.327 (meters)                     GEOID18
 FF1826  LAPLACE CORR    -          0.48  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1826.GEOID18 height accuracy estimate available here.
 FF1826
 FF1826.Click photographs - Photos may exist for this station.
 FF1826
 FF1826.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1826
 FF1826. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999455  x   0.99996735  =   0.99996190
 FF1826!SPC AR S     -   0.99999455  x   1.00010081  =   1.00009536
 FF1826!UTM  15      -   0.99999455  x   0.99984222  =   0.99983677
 FF1826
 FF1826:                Primary Azimuth Mark                     Grid Az
 FF1826:SPC AR N     -  GEORGETOWN AZ MK                         313 46 07.9
 FF1826:SPC AR S     -  GEORGETOWN AZ MK                         313 46 50.9
 FF1826:UTM  15      -  GEORGETOWN AZ MK                         313 11 48.4
 FF1826
 FF1826_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU4019288391(NAD 83)
 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
 FF1826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1826.See file dsdata.pdf to determine how the superseded data were derived.
 FF1826
 FF1826_MARKER: DS = TRIANGULATION STATION DISK
 FF1826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1826_STAMPING: GEORGETOWN 1954
 FF1826_MARK LOGO: CGS
 FF1826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1826+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1547 ***********************************************************************
 DL1547  DESIGNATION -  GERTRUDE
 DL1547  PID         -  DL1547
 DL1547  STATE/COUNTY-  AR/MILLER
 DL1547  COUNTRY     -  US
 DL1547  USGS QUAD   -  MANDEVILLE (2017)
 DL1547
 DL1547                         *CURRENT SURVEY CONTROL
 DL1547  ______________________________________________________________________
 DL1547* NAD 83(1997) POSITION- 33 24 55.05631(N) 093 58 02.22545(W)   ADJUSTED
 DL1547* NAVD 88 ORTHO HEIGHT -   150.    (meters)      492.    (feet) SCALED
 DL1547  ______________________________________________________________________
 DL1547  GEOID HEIGHT    -        -26.881 (meters)                     GEOID18
 DL1547  LAPLACE CORR    -          0.29  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1547.GEOID18 height accuracy estimate available here.
 DL1547
 DL1547.Click photographs - Photos may exist for this station.
 DL1547
 DL1547.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1547
 DL1547. The following values were computed from the NAD 83(1997) position.
 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     -   0.99998068  x   0.99997644  =   0.99995712
 DL1547!SPC TXNC     -   0.99998068  x   0.99989270  =   0.99987338
 DL1547!UTM  15      -   0.99998068  x   0.99969972  =   0.99968040
 DL1547
 DL1547:                Primary Azimuth Mark                     Grid Az
 DL1547:SPC AR S     -  TEXARKANA                                263 18 18.3
 DL1547:SPC TXNC     -  TEXARKANA                                259 43 54.8
 DL1547:UTM  15      -  TEXARKANA                                262 44 12.2
 DL1547
 DL1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS1006497746(NAD 83)
 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(1993)-  33 24 55.06124(N)    093 58 02.22071(W) AD(       ) 2
 DL1547  NAD 83(1993)-  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
 DL1547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1547.See file dsdata.pdf to determine how the superseded data were derived.
 DL1547
 DL1547_MARKER: DS = TRIANGULATION STATION DISK
 DL1547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1547_STAMPING: GERTRUDE 1951
 DL1547_MARK LOGO: CGS
 DL1547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1547+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EH3028 ***********************************************************************
 EH3028  DESIGNATION -  GETHSEMANE
 EH3028  PID         -  EH3028
 EH3028  STATE/COUNTY-  AR/JEFFERSON
 EH3028  COUNTRY     -  US
 EH3028  USGS QUAD   -  GETHSEMANE (2017)
 EH3028
 EH3028                         *CURRENT SURVEY CONTROL
 EH3028  ______________________________________________________________________
 EH3028* NAD 83(1997) POSITION- 34 24 56.08460(N) 091 52 02.13481(W)   ADJUSTED
 EH3028* NAVD 88 ORTHO HEIGHT -    64.    (meters)      210.    (feet) SCALED
 EH3028  ______________________________________________________________________
 EH3028  GEOID HEIGHT    -        -26.218 (meters)                     GEOID18
 EH3028  LAPLACE CORR    -         -0.96  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH3028.GEOID18 height accuracy estimate available here.
 EH3028
 EH3028.Click photographs - Photos may exist for this station.
 EH3028
 EH3028.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH3028
 EH3028. The following values were computed from the NAD 83(1997) position.
 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  =   0.99993461
 EH3028!UTM  15      -   0.99999407  x   0.99973357  =   0.99972765
 EH3028
 EH3028:                Primary Azimuth Mark                     Grid Az
 EH3028:SPC AR S     -  GETHSEMANE AZ MK                         279 45 31.0
 EH3028:UTM  15      -  GETHSEMANE AZ MK                         279 11 33.5
 EH3028
 EH3028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU0409608817(NAD 83)
 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
 EH3028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3028.See file dsdata.pdf to determine how the superseded data were derived.
 EH3028
 EH3028_MARKER: DS = TRIANGULATION STATION DISK
 EH3028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH3028_STAMPING: GETHSEMANE 1965
 EH3028_MARK LOGO: CGS
 EH3028_PROJECTION: RECESSED 10 CENTIMETERS
 EH3028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH3028+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1890 ***********************************************************************
 FF1890  DESIGNATION -  GID
 FF1890  PID         -  FF1890
 FF1890  STATE/COUNTY-  AR/IZARD
 FF1890  COUNTRY     -  US
 FF1890  USGS QUAD   -  GUION (2017)
 FF1890
 FF1890                         *CURRENT SURVEY CONTROL
 FF1890  ______________________________________________________________________
 FF1890* NAD 83(1997) POSITION- 35 57 13.14725(N) 091 53 51.06716(W)   ADJUSTED
 FF1890* NAVD 88 ORTHO HEIGHT -   308.    (meters)     1010.    (feet) SCALED
 FF1890  ______________________________________________________________________
 FF1890  GEOID HEIGHT    -        -27.750 (meters)                     GEOID18
 FF1890  LAPLACE CORR    -          0.94  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1890.GEOID18 height accuracy estimate available here.
 FF1890
 FF1890.Click photographs - Photos may exist for this station.
 FF1890
 FF1890.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1890
 FF1890. The following values were computed from the NAD 83(1997) position.
 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     -   0.99995600  x   0.99995666  =   0.99991266
 FF1890!UTM  15      -   0.99995600  x   0.99972180  =   0.99967781
 FF1890
 FF1890:                Primary Azimuth Mark                     Grid Az
 FF1890:SPC AR N     -  IRONS MT                                 225 59 47.8
 FF1890:UTM  15      -  IRONS MT                                 225 24 32.0
 FF1890
 FF1890_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV9942479369(NAD 83)
 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
 FF1890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1890.See file dsdata.pdf to determine how the superseded data were derived.
 FF1890
 FF1890_MARKER: DS = TRIANGULATION STATION DISK
 FF1890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1890_STAMPING: GID 1953
 FF1890_MARK LOGO: CGS
 FF1890_PROJECTION: FLUSH
 FF1890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1890+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1865 ***********************************************************************
 EJ1865  DESIGNATION -  GIFFORD
 EJ1865  PID         -  EJ1865
 EJ1865  STATE/COUNTY-  AR/HOT SPRING
 EJ1865  COUNTRY     -  US
 EJ1865  USGS QUAD   -  MALVERN SOUTH (2017)
 EJ1865
 EJ1865                         *CURRENT SURVEY CONTROL
 EJ1865  ______________________________________________________________________
 EJ1865* NAD 83(1997) POSITION- 34 20 09.26942(N) 092 45 40.28559(W)   ADJUSTED
 EJ1865* NAVD 88 ORTHO HEIGHT -   159.    (meters)      522.    (feet) SCALED
 EJ1865  ______________________________________________________________________
 EJ1865  GEOID HEIGHT    -        -26.404 (meters)                     GEOID18
 EJ1865  LAPLACE CORR    -          1.82  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1865.GEOID18 height accuracy estimate available here.
 EJ1865
 EJ1865.Click photographs - Photos may exist for this station.
 EJ1865
 EJ1865.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1865
 EJ1865. The following values were computed from the NAD 83(1997) position.
 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  =   0.99958514
 EJ1865
 EJ1865:                Primary Azimuth Mark                     Grid Az
 EJ1865:SPC AR S     -  GIFFORD AZ MK                            195 15 37.2
 EJ1865:UTM  15      -  GIFFORD AZ MK                            194 41 58.6
 EJ1865
 EJ1865_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT2196699427(NAD 83)
 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
 EJ1865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1865.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1865
 EJ1865_MARKER: DS = TRIANGULATION STATION DISK
 EJ1865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1865_STAMPING: GIFFORD 1964
 EJ1865_MARK LOGO: CGS
 EJ1865_PROJECTION: FLUSH
 EJ1865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1865+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EH3116 ***********************************************************************
 EH3116  DESIGNATION -  GIL
 EH3116  PID         -  EH3116
 EH3116  STATE/COUNTY-  AR/ST FRANCIS
 EH3116  COUNTRY     -  US
 EH3116  USGS QUAD   -  HAYNES (2017)
 EH3116
 EH3116                         *CURRENT SURVEY CONTROL
 EH3116  ______________________________________________________________________
 EH3116* NAD 83(1997) POSITION- 34 56 43.51996(N) 090 46 28.26651(W)   ADJUSTED
 EH3116* NAD 83(1997) ELLIP HT-    47.930 (meters)        (09/24/01)   ADJUSTED
 EH3116* NAVD 88 ORTHO HEIGHT -    75.1   (meters)      246.    (feet) VERTCON3
 EH3116  ______________________________________________________________________
 EH3116  GEOID HEIGHT    -        -26.859 (meters)                     GEOID18
 EH3116  NAD 83(1997) X  -    -70,749.665 (meters)                     COMP
 EH3116  NAD 83(1997) Y  - -5,233,458.492 (meters)                     COMP
 EH3116  NAD 83(1997) Z  -  3,632,932.856 (meters)                     COMP
 EH3116  LAPLACE CORR    -          0.00  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH3116.GEOID18 height accuracy estimate available here.
 EH3116
 EH3116.Click photographs - Photos may exist for this station.
 EH3116
 EH3116.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH3116
 EH3116.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH3116
 EH3116.The ellipsoidal height was determined by GPS observations
 EH3116.and is referenced to NAD 83.
 EH3116
 EH3116. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU0323169252(NAD 83)
 EH3116
 EH3116                          SUPERSEDED SURVEY CONTROL
 EH3116
 EH3116  ELLIP H (09/14/99)   48.027  (m)                       GP(       ) 4 1
 EH3116  NAD 83(1995)-  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)  RAPSU86  model used  GPS OBS        
 EH3116
 EH3116.Superseded values are not recommended for survey control.
 EH3116
 EH3116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3116.See file dsdata.pdf to determine how the superseded data were derived.
 EH3116
 EH3116_MARKER: DH = HORIZONTAL CONTROL DISK
 EH3116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = MARCH 20, 2026 22:17:28 EDT
 EH3117 ***********************************************************************
 EH3117  DESIGNATION -  GIL AZ MK
 EH3117  PID         -  EH3117
 EH3117  STATE/COUNTY-  AR/ST FRANCIS
 EH3117  COUNTRY     -  US
 EH3117  USGS QUAD   -  HAYNES (2017)
 EH3117
 EH3117                         *CURRENT SURVEY CONTROL
 EH3117  ______________________________________________________________________
 EH3117* NAD 83(1997) POSITION- 34 56 18.78021(N) 090 46 28.63906(W)   ADJUSTED
 EH3117* NAD 83(1997) ELLIP HT-    46.277 (meters)        (09/24/01)   ADJUSTED
 EH3117* NAVD 88 ORTHO HEIGHT -    73.4   (meters)      241.    (feet) VERTCON3
 EH3117  ______________________________________________________________________
 EH3117  GEOID HEIGHT    -        -26.856 (meters)                     GEOID18
 EH3117  NAD 83(1997) X  -    -70,765.003 (meters)                     COMP
 EH3117  NAD 83(1997) Y  - -5,233,893.631 (meters)                     COMP
 EH3117  NAD 83(1997) Z  -  3,632,306.946 (meters)                     COMP
 EH3117  LAPLACE CORR    -         -0.06  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH3117.GEOID18 height accuracy estimate available here.
 EH3117
 EH3117.Click photographs - Photos may exist for this station.
 EH3117
 EH3117.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH3117
 EH3117.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH3117
 EH3117.The ellipsoidal height was determined by GPS observations
 EH3117.and is referenced to NAD 83.
 EH3117
 EH3117. The following values were computed from the NAD 83(1997) position.
 EH3117
 EH3117;                    North         East     Units Scale Factor Converg.
 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;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;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 N     -   0.99999274  x   0.99999898  =   0.99999172
 EH3117!SPC AR S     -   0.99999274  x   1.00004286  =   1.00003560
 EH3117!UTM  15      -   0.99999274  x   1.00010911  =   1.00010185
 EH3117
 EH3117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU0323868489(NAD 83)
 EH3117
 EH3117                          SUPERSEDED SURVEY CONTROL
 EH3117
 EH3117  ELLIP H (09/14/99)   46.374  (m)                       GP(       ) 4 1
 EH3117  NAD 83(1995)-  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)  RAPSU86  model used  GPS OBS        
 EH3117
 EH3117.Superseded values are not recommended for survey control.
 EH3117
 EH3117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3117.See file dsdata.pdf to determine how the superseded data were derived.
 EH3117
 EH3117_MARKER: DZ = AZIMUTH MARK DISK
 EH3117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2971 ***********************************************************************
 EH2971  DESIGNATION -  GILLETT MUNICIPAL TANK
 EH2971  PID         -  EH2971
 EH2971  STATE/COUNTY-  AR/ARKANSAS
 EH2971  COUNTRY     -  US
 EH2971  USGS QUAD   -  GILLETT (2017)
 EH2971
 EH2971                         *CURRENT SURVEY CONTROL
 EH2971  ______________________________________________________________________
 EH2971* NAD 83(1997) POSITION- 34 07 01.26063(N) 091 22 47.88799(W)   ADJUSTED
 EH2971  ______________________________________________________________________
 EH2971  GEOID HEIGHT    -        -26.207 (meters)                     GEOID18
 EH2971  LAPLACE CORR    -         -1.41  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2971.GEOID18 height accuracy estimate available here.
 EH2971
 EH2971.Click photographs - Photos may exist for this station.
 EH2971
 EH2971.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2971
 EH2971. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT4940876315(NAD 83)
 EH2971
 EH2971                          SUPERSEDED SURVEY CONTROL
 EH2971
 EH2971  NAD 83(1986)-  34 07 01.26831(N)    091 22 47.88272(W) AD(       ) 3
 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
 EH2971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2971.See file dsdata.pdf to determine how the superseded data were derived.
 EH2971
 EH2971_MARKER: 53 = ELEVATED TANK
 EH2971_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2971+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2012
 EH2971
 EH2971  HISTORY     - Date     Condition        Report By
 EH2971  HISTORY     - 1940     FIRST OBSERVED   CGS
 EH2971  HISTORY     - 1965     GOOD             CGS
 EH2971  HISTORY     - 20120108 GOOD             GEOCAC
 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.
 EH2971
 EH2971                          STATION RECOVERY (2012)
 EH2971
 EH2971'RECOVERY NOTE BY GEOCACHING 2012 (JA)
 EH2971'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH2970 ***********************************************************************
 EH2970  DESIGNATION -  GILLETT RESET
 EH2970  PID         -  EH2970
 EH2970  STATE/COUNTY-  AR/ARKANSAS
 EH2970  COUNTRY     -  US
 EH2970  USGS QUAD   -  GILLETT (2017)
 EH2970
 EH2970                         *CURRENT SURVEY CONTROL
 EH2970  ______________________________________________________________________
 EH2970* NAD 83(1997) POSITION- 34 05 27.60514(N) 091 24 18.41351(W)   ADJUSTED
 EH2970* NAVD 88 ORTHO HEIGHT -    55.    (meters)      180.    (feet) SCALED
 EH2970  ______________________________________________________________________
 EH2970  GEOID HEIGHT    -        -26.163 (meters)                     GEOID18
 EH2970  LAPLACE CORR    -         -1.32  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2970.GEOID18 height accuracy estimate available here.
 EH2970
 EH2970.Click photographs - Photos may exist for this station.
 EH2970
 EH2970.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2970
 EH2970. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999549  x   0.99991896  =   0.99991445
 EH2970!UTM  15      -   0.99999549  x   0.99986686  =   0.99986235
 EH2970
 EH2970:                Primary Azimuth Mark                     Grid Az
 EH2970:SPC AR S     -  GILLETT AZ MK                            268 17 08.6
 EH2970:UTM  15      -  GILLETT AZ MK                            267 43 28.4
 EH2970
 EH2970_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT4713473394(NAD 83)
 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
 EH2970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2970.See file dsdata.pdf to determine how the superseded data were derived.
 EH2970
 EH2970_MARKER: DS = TRIANGULATION STATION DISK
 EH2970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2970_STAMPING: GILLETT 1940 1965
 EH2970_MARK LOGO: CGS
 EH2970_PROJECTION: RECESSED 40 CENTIMETERS
 EH2970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2970+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2965 ***********************************************************************
 EH2965  DESIGNATION -  GILLETT RICE GROWERS ASSN ELEV
 EH2965  PID         -  EH2965
 EH2965  STATE/COUNTY-  AR/ARKANSAS
 EH2965  COUNTRY     -  US
 EH2965  USGS QUAD   -  TICHNOR (2017)
 EH2965
 EH2965                         *CURRENT SURVEY CONTROL
 EH2965  ______________________________________________________________________
 EH2965* NAD 83(1997) POSITION- 34 07 33.37189(N) 091 22 27.16238(W)   ADJUSTED
 EH2965  ______________________________________________________________________
 EH2965  GEOID HEIGHT    -        -26.219 (meters)                     GEOID18
 EH2965  LAPLACE CORR    -         -1.41  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2965.GEOID18 height accuracy estimate available here.
 EH2965
 EH2965.Click photographs - Photos may exist for this station.
 EH2965
 EH2965.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2965
 EH2965. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT4992377313(NAD 83)
 EH2965
 EH2965                          SUPERSEDED SURVEY CONTROL
 EH2965
 EH2965  NAD 83(1986)-  34 07 33.37964(N)    091 22 27.15712(W) AD(       ) 3
 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
 EH2965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2965.See file dsdata.pdf to determine how the superseded data were derived.
 EH2965
 EH2965_MARKER: 65 = GRAIN ELEVATOR
 EH2965_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2965+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2012
 EH2965
 EH2965  HISTORY     - Date     Condition        Report By
 EH2965  HISTORY     - 1965     FIRST OBSERVED   CGS
 EH2965  HISTORY     - 20120108 GOOD             GEOCAC
 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.
 EH2965
 EH2965                          STATION RECOVERY (2012)
 EH2965
 EH2965'RECOVERY NOTE BY GEOCACHING 2012 (JA)
 EH2965'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EK0750 ***********************************************************************
 EK0750  DESIGNATION -  GILLHAM
 EK0750  PID         -  EK0750
 EK0750  STATE/COUNTY-  AR/SEVIER
 EK0750  COUNTRY     -  US
 EK0750  USGS QUAD   -  GILLHAM (2017)
 EK0750
 EK0750                         *CURRENT SURVEY CONTROL
 EK0750  ______________________________________________________________________
 EK0750* NAD 83(1997) POSITION- 34 10 37.34457(N) 094 18 42.86559(W)   ADJUSTED
 EK0750* NAVD 88 ORTHO HEIGHT -   259.556 (meters)      851.56  (feet) ADJUSTED
 EK0750  ______________________________________________________________________
 EK0750  GEOID HEIGHT    -        -28.274 (meters)                     GEOID18
 EK0750  LAPLACE CORR    -          1.73  (seconds)                    DEFLEC18
 EK0750  DYNAMIC HEIGHT  -        259.291 (meters)      850.69  (feet) COMP
 EK0750  MODELED GRAVITY -    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 and
 EK0750.adjusted by the NATIONAL GEODETIC SURVEY
 EK0750.in June 1991.
 EK0750
 EK0750.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0750.GEOID18 height accuracy estimate available here.
 EK0750
 EK0750.Click photographs - Photos may exist for this station.
 EK0750
 EK0750.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 EK0750:SPC AR S     -  GILLHAM AZ MK                            174 28 41.0
 EK0750:UTM  15      -  GILLHAM AZ MK                            173 55 16.2
 EK0750
 EK0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT7909682563(NAD 83)
 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(1993)-  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
 EK0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0750.See file dsdata.pdf to determine how the superseded data were derived.
 EK0750
 EK0750_MARKER: DS = TRIANGULATION STATION DISK
 EK0750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EK0750+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2019
 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  HISTORY     - 20190529 GOOD             ARHD
 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.
 EK0750
 EK0750                          STATION RECOVERY (2019)
 EK0750
 EK0750'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2019 (BAB)
 EK0750'RECOVERED AS DESCRIBED.  ADDED MAGNET.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EK0752 ***********************************************************************
 EK0752  DESIGNATION -  GILLHAM RM 1
 EK0752  PID         -  EK0752
 EK0752  STATE/COUNTY-  AR/SEVIER
 EK0752  COUNTRY     -  US
 EK0752  USGS QUAD   -  GILLHAM (2017)
 EK0752
 EK0752                         *CURRENT SURVEY CONTROL
 EK0752  ______________________________________________________________________
 EK0752* NAD 83(1986) POSITION- 34 10 38.08   (N) 094 18 42.28   (W)   HD_HELD1
 EK0752* NAVD 88 ORTHO HEIGHT -   260.463 (meters)      854.54  (feet) ADJUSTED
 EK0752  ______________________________________________________________________
 EK0752  GEOID HEIGHT    -        -28.274 (meters)                     GEOID18
 EK0752  DYNAMIC HEIGHT  -        260.197 (meters)      853.66  (feet) COMP
 EK0752  MODELED GRAVITY -    979,609.7   (mgal)                       NAVD 88
 EK0752
 EK0752  VERT ORDER      -  FIRST     CLASS II
 EK0752
 EK0752.The horizontal coordinates were determined by differentially corrected
 EK0752.hand held GPS observations or other comparable positioning techniques
 EK0752.and have an estimated accuracy of +/- 3 meters.
 EK0752
 EK0752.The orthometric height was determined by differential leveling and
 EK0752.adjusted by the NATIONAL GEODETIC SURVEY
 EK0752.in June 1991.
 EK0752
 EK0752.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0752.GEOID18 height accuracy estimate available here.
 EK0752
 EK0752.Click photographs - Photos may exist for this station.
 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     -   569,948.0     186,909.4     MT  (+/- 3 meters HH1 GPS) 
 EK0752
 EK0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT7911182586(NAD 83)
 EK0752
 EK0752                          SUPERSEDED SURVEY CONTROL
 EK0752
 EK0752.No superseded survey control is available for this station.
 EK0752
 EK0752_MARKER: DR = REFERENCE MARK DISK
 EK0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EK0752+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2019
 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  HISTORY     - 20130523 GOOD             USACEL
 EK0752  HISTORY     - 20160316 GOOD             ARHD
 EK0752  HISTORY     - 20171204 GOOD             INDIV
 EK0752  HISTORY     - 20190529 GOOD             ARHD
 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.  THE MARK IS 0.31 METERS  N FROM A WITNESS POST.
 EK0752'THE MARK IS ABOUT LEVEL WITH THE 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.
 EK0752
 EK0752                          STATION RECOVERY (2013)
 EK0752
 EK0752'RECOVERY NOTE BY USACE LITTLE ROCK 2013 (SCC)
 EK0752'RECOVERED IN GOOD CONDITION.
 EK0752
 EK0752                          STATION RECOVERY (2016)
 EK0752
 EK0752'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (BAB)
 EK0752'RECOVERED IN GOOD CONDITION.
 EK0752
 EK0752                          STATION RECOVERY (2017)
 EK0752
 EK0752'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017 (DLB)
 EK0752'RECOVERED IN GOOD CONDITION.
 EK0752
 EK0752                          STATION RECOVERY (2019)
 EK0752
 EK0752'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2019 (BAB)
 EK0752'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EK0751 ***********************************************************************
 EK0751  DESIGNATION -  GILLHAM RM 3
 EK0751  PID         -  EK0751
 EK0751  STATE/COUNTY-  AR/SEVIER
 EK0751  COUNTRY     -  US
 EK0751  USGS QUAD   -  GILLHAM (2017)
 EK0751
 EK0751                         *CURRENT SURVEY CONTROL
 EK0751  ______________________________________________________________________
 EK0751* NAD 83(1997) POSITION- 34 10 38.11266(N) 094 18 42.86612(W)   ADJUSTED
 EK0751* NAD 83(1997) ELLIP HT-   232.237 (meters)        (09/24/01)   ADJUSTED
 EK0751* NAVD 88 ORTHO HEIGHT -   260.439 (meters)      854.46  (feet) ADJUSTED
 EK0751  ______________________________________________________________________
 EK0751  GEOID HEIGHT    -        -28.274 (meters)                     GEOID18
 EK0751  NAD 83(1997) X  -   -397,164.622 (meters)                     COMP
 EK0751  NAD 83(1997) Y  - -5,267,478.843 (meters)                     COMP
 EK0751  NAD 83(1997) Z  -  3,562,860.252 (meters)                     COMP
 EK0751  LAPLACE CORR    -          1.73  (seconds)                    DEFLEC18
 EK0751  DYNAMIC HEIGHT  -        260.173 (meters)      853.58  (feet) COMP
 EK0751  MODELED GRAVITY -    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 and
 EK0751.adjusted by the NATIONAL GEODETIC SURVEY
 EK0751.in June 1991.
 EK0751
 EK0751.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0751.GEOID18 height accuracy estimate available here.
 EK0751
 EK0751.Click photographs - Photos may exist for this station.
 EK0751
 EK0751.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EK0751
 EK0751.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0751
 EK0751.The ellipsoidal height was determined by GPS observations
 EK0751.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 EK0751:SPC AR S     -  GILLHAM AZ MK                            174 55 29.9
 EK0751:UTM  15      -  GILLHAM AZ MK                            174 22 05.1
 EK0751
 EK0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT7909682587(NAD 83)
 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)  232.239  (m)                       GP(       ) 4 1
 EK0751  NAD 83(1993)-  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             260.41   (m)          854.4    (f) LEVELING    3  
 EK0751
 EK0751.Superseded values are not recommended for survey control.
 EK0751
 EK0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0751.See file dsdata.pdf to determine how the superseded data were derived.
 EK0751
 EK0751_MARKER: DR = REFERENCE MARK DISK
 EK0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = MARCH 20, 2026 22:17:28 EDT
 FF2072 ***********************************************************************
 FF2072  DESIGNATION -  GISECK
 FF2072  PID         -  FF2072
 FF2072  STATE/COUNTY-  AR/CROSS
 FF2072  COUNTRY     -  US
 FF2072  USGS QUAD   -  GIESECK (2017)
 FF2072
 FF2072                         *CURRENT SURVEY CONTROL
 FF2072  ______________________________________________________________________
 FF2072* NAD 83(1997) POSITION- 35 10 44.92409(N) 090 33 34.32704(W)   ADJUSTED
 FF2072* NAVD 88 ORTHO HEIGHT -    62.    (meters)      203.    (feet) SCALED
 FF2072  ______________________________________________________________________
 FF2072  GEOID HEIGHT    -        -27.183 (meters)                     GEOID18
 FF2072  LAPLACE CORR    -         -0.38  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF2072.GEOID18 height accuracy estimate available here.
 FF2072
 FF2072.Click photographs - Photos may exist for this station.
 FF2072
 FF2072.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF2072
 FF2072. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999453  x   0.99996077  =   0.99995530
 FF2072!UTM  15      -   0.99999453  x   1.00020869  =   1.00020322
 FF2072
 FF2072:                Primary Azimuth Mark                     Grid Az
 FF2072:SPC AR N     -  GISECK AZ MK                             185 39 00.8
 FF2072:UTM  15      -  GISECK AZ MK                             185 04 54.5
 FF2072
 FF2072_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU2223295637(NAD 83)
 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(1995)-  35 10 44.92661(N)    090 33 34.32547(W) AD(       ) 2
 FF2072  NAD 83(1993)-  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
 FF2072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2072.See file dsdata.pdf to determine how the superseded data were derived.
 FF2072
 FF2072_MARKER: DS = TRIANGULATION STATION DISK
 FF2072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2072_STAMPING: GISECK 1954
 FF2072_MARK LOGO: CGS
 FF2072_PROJECTION: FLUSH
 FF2072_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF2072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF2072+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1796 ***********************************************************************
 FF1796  DESIGNATION -  GLAIZE
 FF1796  PID         -  FF1796
 FF1796  STATE/COUNTY-  AR/JACKSON
 FF1796  COUNTRY     -  US
 FF1796  USGS QUAD   -  OLYPHANT (2017)
 FF1796
 FF1796                         *CURRENT SURVEY CONTROL
 FF1796  ______________________________________________________________________
 FF1796* NAD 83(1997) POSITION- 35 30 20.63649(N) 091 27 09.20501(W)   ADJUSTED
 FF1796* NAVD 88 ORTHO HEIGHT -   238.    (meters)      781.    (feet) SCALED
 FF1796  ______________________________________________________________________
 FF1796  GEOID HEIGHT    -        -27.252 (meters)                     GEOID18
 FF1796  LAPLACE CORR    -         -1.30  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1796.GEOID18 height accuracy estimate available here.
 FF1796
 FF1796.Click photographs - Photos may exist for this station.
 FF1796
 FF1796.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1796
 FF1796. The following values were computed from the NAD 83(1997) position.
 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     -   0.99996691  x   0.99993687  =   0.99990378
 FF1796!UTM  15      -   0.99996691  x   0.99984270  =   0.99980962
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV4033830230(NAD 83)
 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(1995)-  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
 FF1796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1796.See file dsdata.pdf to determine how the superseded data were derived.
 FF1796
 FF1796_MARKER: DS = TRIANGULATION STATION DISK
 FF1796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1796_STAMPING: GLAIZE 1954
 FF1796_MARK LOGO: CGS
 FF1796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1796+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ2005 ***********************************************************************
 EJ2005  DESIGNATION -  GLEN
 EJ2005  PID         -  EJ2005
 EJ2005  STATE/COUNTY-  AR/PIKE
 EJ2005  COUNTRY     -  US
 EJ2005  USGS QUAD   -  LODI (2017)
 EJ2005
 EJ2005                         *CURRENT SURVEY CONTROL
 EJ2005  ______________________________________________________________________
 EJ2005* NAD 83(1997) POSITION- 34 17 53.73837(N) 093 37 41.89968(W)   ADJUSTED
 EJ2005* NAVD 88 ORTHO HEIGHT -   253.0   (meters)      830.    (feet) VERTCON3
 EJ2005  ______________________________________________________________________
 EJ2005  GEOID HEIGHT    -        -27.758 (meters)                     GEOID18
 EJ2005  LAPLACE CORR    -          1.21  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ2005.GEOID18 height accuracy estimate available here.
 EJ2005
 EJ2005.Click photographs - Photos may exist for this station.
 EJ2005
 EJ2005.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ2005
 EJ2005. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 EJ2005:SPC AR S     -  KIRBY                                    184 11 16.2
 EJ2005:UTM  15      -  KIRBY                                    183 37 49.9
 EJ2005
 EJ2005_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT4218095405(NAD 83)
 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(1993)-  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
 EJ2005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2005.See file dsdata.pdf to determine how the superseded data were derived.
 EJ2005
 EJ2005_MARKER: DS = TRIANGULATION STATION DISK
 EJ2005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ2005_STAMPING: GLEN 1957
 EJ2005_MARK LOGO: CGS
 EJ2005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ2005+STABILITY: SURFACE MOTION
 EJ2005_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EJ2005+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2008
 EJ2005
 EJ2005  HISTORY     - Date     Condition        Report By
 EJ2005  HISTORY     - 1957     MONUMENTED       CGS
 EJ2005  HISTORY     - 1962     GOOD             CGS
 EJ2005  HISTORY     - 20080815 GOOD             GEOCAC
 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.
 EJ2005
 EJ2005                          STATION RECOVERY (2008)
 EJ2005
 EJ2005'RECOVERY NOTE BY GEOCACHING 2008 (CA)
 EJ2005'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH3022 ***********************************************************************
 EH3022  DESIGNATION -  GLEN LAKE
 EH3022  PID         -  EH3022
 EH3022  STATE/COUNTY-  AR/JEFFERSON
 EH3022  COUNTRY     -  US
 EH3022  USGS QUAD   -  LADD (2017)
 EH3022
 EH3022                         *CURRENT SURVEY CONTROL
 EH3022  ______________________________________________________________________
 EH3022* NAD 83(1997) POSITION- 34 10 58.82070(N) 091 52 40.60679(W)   ADJUSTED
 EH3022* NAVD 88 ORTHO HEIGHT -    61.    (meters)      200.    (feet) SCALED
 EH3022  ______________________________________________________________________
 EH3022  GEOID HEIGHT    -        -25.959 (meters)                     GEOID18
 EH3022  LAPLACE CORR    -         -0.32  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH3022.GEOID18 height accuracy estimate available here.
 EH3022
 EH3022.Click photographs - Photos may exist for this station.
 EH3022
 EH3022.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH3022
 EH3022. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999451  x   0.99992182  =   0.99991633
 EH3022!UTM  15      -   0.99999451  x   0.99973179  =   0.99972631
 EH3022
 EH3022:                Primary Azimuth Mark                     Grid Az
 EH3022:SPC AR S     -  GLEN LAKE AZ MK                          317 29 44.3
 EH3022:UTM  15      -  GLEN LAKE AZ MK                          316 56 00.5
 EH3022
 EH3022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT0339883016(NAD 83)
 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
 EH3022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3022.See file dsdata.pdf to determine how the superseded data were derived.
 EH3022
 EH3022_MARKER: DS = TRIANGULATION STATION DISK
 EH3022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH3022_STAMPING: GLEN LAKE 1940
 EH3022_MARK LOGO: CGS
 EH3022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH3022+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0877 ***********************************************************************
 GE0877  DESIGNATION -  GLENCOE
 GE0877  PID         -  GE0877
 GE0877  STATE/COUNTY-  AR/FULTON
 GE0877  COUNTRY     -  US
 GE0877  USGS QUAD   -  AGNOS (2017)
 GE0877
 GE0877                         *CURRENT SURVEY CONTROL
 GE0877  ______________________________________________________________________
 GE0877* NAD 83(1997) POSITION- 36 18 10.53732(N) 091 44 58.25342(W)   ADJUSTED
 GE0877* NAVD 88 ORTHO HEIGHT -   260.    (meters)      853.    (feet) SCALED
 GE0877  ______________________________________________________________________
 GE0877  GEOID HEIGHT    -        -28.227 (meters)                     GEOID18
 GE0877  LAPLACE CORR    -         -1.02  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0877.GEOID18 height accuracy estimate available here.
 GE0877
 GE0877.Click photographs - Photos may exist for this station.
 GE0877
 GE0877.The Laplace correction was computed from DEFLEC18 derived deflections.
 GE0877
 GE0877. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 GE0877:SPC AR N     -  FRANKLIN                                 196 12 57.6
 GE0877:SPC MO E     -  FRANKLIN                                 197 06 05.8
 GE0877:SPC MO C     -  FRANKLIN                                 195 55 02.7
 GE0877:UTM  15      -  FRANKLIN                                 195 37 16.7
 GE0877
 GE0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA1227318273(NAD 83)
 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
 GE0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0877.See file dsdata.pdf to determine how the superseded data were derived.
 GE0877
 GE0877_MARKER: DS = TRIANGULATION STATION DISK
 GE0877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0877_STAMPING: GLENCOE 1934
 GE0877_MARK LOGO: CGS
 GE0877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0877+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DK2112 ***********************************************************************
 DK2112  DESIGNATION -  GLENDALE
 DK2112  PID         -  DK2112
 DK2112  STATE/COUNTY-  AR/LINCOLN
 DK2112  COUNTRY     -  US
 DK2112  USGS QUAD   -  GLENDALE (2017)
 DK2112
 DK2112                         *CURRENT SURVEY CONTROL
 DK2112  ______________________________________________________________________
 DK2112* NAD 83(1997) POSITION- 33 57 46.05768(N) 091 58 05.71247(W)   ADJUSTED
 DK2112* NAVD 88 ORTHO HEIGHT -   110.    (meters)      361.    (feet) SCALED
 DK2112  ______________________________________________________________________
 DK2112  GEOID HEIGHT    -        -25.832 (meters)                     GEOID18
 DK2112  LAPLACE CORR    -          0.25  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK2112.GEOID18 height accuracy estimate available here.
 DK2112
 DK2112.Click photographs - Photos may exist for this station.
 DK2112
 DK2112.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK2112
 DK2112. The following values were computed from the NAD 83(1997) position.
 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     -   0.99998680  x   0.99991925  =   0.99990605
 DK2112!UTM  15      -   0.99998680  x   0.99971201  =   0.99969881
 DK2112
 DK2112:                Primary Azimuth Mark                     Grid Az
 DK2112:SPC AR S     -  GLENDALE AZ MK RESET                     289 36 41.2
 DK2112:UTM  15      -  GLENDALE AZ MK RESET                     289 03 10.0
 DK2112
 DK2112_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT9532358510(NAD 83)
 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
 DK2112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2112.See file dsdata.pdf to determine how the superseded data were derived.
 DK2112
 DK2112_MARKER: DS = TRIANGULATION STATION DISK
 DK2112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2112_STAMPING: GLENDALE 1939
 DK2112_MARK LOGO: CGS
 DK2112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK2112+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1473 ***********************************************************************
 DL1473  DESIGNATION -  GLENVILLE
 DL1473  PID         -  DL1473
 DL1473  STATE/COUNTY-  AR/NEVADA
 DL1473  COUNTRY     -  US
 DL1473  USGS QUAD   -  MAGNOLIA NW (2017)
 DL1473
 DL1473                         *CURRENT SURVEY CONTROL
 DL1473  ______________________________________________________________________
 DL1473* NAD 83(1997) POSITION- 33 29 10.92239(N) 093 12 34.90082(W)   ADJUSTED
 DL1473* NAVD 88 ORTHO HEIGHT -   116.16  (+/-2cm)      381.1   (feet) VERTCON3
 DL1473  ______________________________________________________________________
 DL1473  GEOID HEIGHT    -        -26.550 (meters)                     GEOID18
 DL1473  LAPLACE CORR    -          1.36  (seconds)                    DEFLEC18
 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
 DL1473.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1473.GEOID18 height accuracy estimate available here.
 DL1473
 DL1473.The vertical order pertains to the NGVD 29 superseded value.
 DL1473
 DL1473.Click photographs - Photos may exist for this station.
 DL1473
 DL1473.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1473
 DL1473. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 DL1473:SPC AR S     -  GLENVILLE AZ MK                          248 35 11.5
 DL1473:UTM  15      -  GLENVILLE AZ MK                          248 01 30.6
 DL1473
 DL1473_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT8051905227(NAD 83)
 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(1993)-  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             116.17   (m)          381.1    (f) LEVELING    3  
 DL1473
 DL1473.Superseded values are not recommended for survey control.
 DL1473
 DL1473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1473.See file dsdata.pdf to determine how the superseded data were derived.
 DL1473
 DL1473_MARKER: DS = TRIANGULATION STATION DISK
 DL1473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1473_STAMPING: GLENVILLE 1950
 DL1473_MARK LOGO: CGS
 DL1473_PROJECTION: FLUSH
 DL1473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1473+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ2003 ***********************************************************************
 EJ2003  DESIGNATION -  GLENWOOD
 EJ2003  PID         -  EJ2003
 EJ2003  STATE/COUNTY-  AR/PIKE
 EJ2003  COUNTRY     -  US
 EJ2003  USGS QUAD   -  GLENWOOD (2017)
 EJ2003
 EJ2003                         *CURRENT SURVEY CONTROL
 EJ2003  ______________________________________________________________________
 EJ2003* NAD 83(1997) POSITION- 34 19 33.16289(N) 093 32 26.40318(W)   ADJUSTED
 EJ2003* NAVD 88 ORTHO HEIGHT -   198.8   (meters)      652.    (feet) VERTCON3
 EJ2003  ______________________________________________________________________
 EJ2003  GEOID HEIGHT    -        -27.748 (meters)                     GEOID18
 EJ2003  LAPLACE CORR    -          1.70  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ2003.GEOID18 height accuracy estimate available here.
 EJ2003
 EJ2003.Click photographs - Photos may exist for this station.
 EJ2003
 EJ2003.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ2003
 EJ2003. The following values were computed from the NAD 83(1997) position.
 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     -   0.99997315  x   0.99993136  =   0.99990451
 EJ2003!UTM  15      -   0.99997315  x   0.99963049  =   0.99960365
 EJ2003
 EJ2003:                Primary Azimuth Mark                     Grid Az
 EJ2003:SPC AR S     -  GLENWOOD AZ MK                           185 47 38.8
 EJ2003:UTM  15      -  GLENWOOD AZ MK                           185 14 12.1
 EJ2003
 EJ2003_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT5026198422(NAD 83)
 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(1993)-  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
 EJ2003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2003.See file dsdata.pdf to determine how the superseded data were derived.
 EJ2003
 EJ2003_MARKER: DS = TRIANGULATION STATION DISK
 EJ2003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ2003_STAMPING: GLENWOOD 1957
 EJ2003_MARK LOGO: CGS
 EJ2003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ2003+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DQ9558 ***********************************************************************
 DQ9558  DESIGNATION -  GLOVER
 DQ9558  PID         -  DQ9558
 DQ9558  STATE/COUNTY-  AR/WHITE
 DQ9558  COUNTRY     -  US
 DQ9558  USGS QUAD   -  KENSETT (2017)
 DQ9558
 DQ9558                         *CURRENT SURVEY CONTROL
 DQ9558  ______________________________________________________________________
 DQ9558* NAD 83(1986) POSITION- 35 13 21.3    (N) 091 42 39.7    (W)   HD_HELD2
 DQ9558* NAVD 88 ORTHO HEIGHT -    75.642 (meters)      248.17  (feet) ADJUSTED
 DQ9558  ______________________________________________________________________
 DQ9558  GEOID HEIGHT    -        -27.351 (meters)                     GEOID18
 DQ9558  DYNAMIC HEIGHT  -         75.573 (meters)      247.94  (feet) COMP
 DQ9558  MODELED GRAVITY -    979,731.6   (mgal)                       NAVD 88
 DQ9558
 DQ9558  VERT ORDER      -  SECOND    CLASS I
 DQ9558
 DQ9558.The horizontal coordinates were established by autonomous hand held GPS
 DQ9558.observations and have an estimated accuracy of +/- 10 meters.
 DQ9558
 DQ9558.The orthometric height was determined by differential leveling and
 DQ9558.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9558.in November 2018.
 DQ9558
 DQ9558.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9558.GEOID18 height accuracy estimate available here.
 DQ9558
 DQ9558.Click photographs - Photos may exist for this station.
 DQ9558
 DQ9558.The dynamic height is computed by dividing the NAVD 88
 DQ9558.geopotential number by the normal gravity value computed on the
 DQ9558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9558.degrees latitude (g = 980.6199 gals.).
 DQ9558
 DQ9558.The modeled gravity was interpolated from observed gravity values.
 DQ9558
 DQ9558;                    North         East    Units  Estimated Accuracy
 DQ9558;SPC AR N     -    98,693.      426,307.      MT  (+/- 10 meters HH2 GPS)
 DQ9558
 DQ9558_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU1730498488(NAD 83)
 DQ9558
 DQ9558                          SUPERSEDED SURVEY CONTROL
 DQ9558
 DQ9558.No superseded survey control is available for this station.
 DQ9558
 DQ9558_MARKER: DB = BENCH MARK DISK
 DQ9558_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DQ9558+WITH SETTING: PAVEMENT
 DQ9558_SP_SET: CORS BASE
 DQ9558_STAMPING: GLOVER 2018
 DQ9558_MARK LOGO: ARHD
 DQ9558_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ9558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ9558+STABILITY: SURFACE MOTION
 DQ9558_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ9558+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2018
 DQ9558
 DQ9558  HISTORY     - Date     Condition        Report By
 DQ9558  HISTORY     - 20181008 MONUMENTED       ARHD
 DQ9558
 DQ9558                          STATION DESCRIPTION
 DQ9558
 DQ9558'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (JDH)
 DQ9558'THE STATION IS LOCATED ABOUT 5.6 MI (9.0 KM) WEST OF WEST POINT, 5.2
 DQ9558'MI (8.4 KM) SOUTHWEST OF JUDSONIA AND 2.5 MI (4.0 KM) WEST-SOUTHWEST
 DQ9558'OF KENSETT.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ9558'
 DQ9558'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 367 AND STATE HIGHWAY
 DQ9558'36, HEAD SOUTH ALONG HIGHWAY 367 FOR 0.95 MI (1.53 KM) TO THE STATION
 DQ9558'ON THE RIGHT, AN ALUMINUM DISC SET IN THE EAST SIDE OF THE CORS BASE.
 DQ9558'
 DQ9558'IT IS 20 FT (6.1 M) NORTH OF A 6 FT (1.8 M) CHAIN LINK FENCE AND 19 FT
 DQ9558'(5.8 M) WEST OF A 6 FT (1.8 M) CHAIN LINK FENCE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1883 ***********************************************************************
 FG1883  DESIGNATION -  GOAT
 FG1883  PID         -  FG1883
 FG1883  STATE/COUNTY-  AR/LOGAN
 FG1883  COUNTRY     -  US
 FG1883  USGS QUAD   -  MAGAZINE MOUNTAIN NE (2017)
 FG1883
 FG1883                         *CURRENT SURVEY CONTROL
 FG1883  ______________________________________________________________________
 FG1883* NAD 83(1997) POSITION- 35 08 54.04474(N) 093 33 17.12793(W)   ADJUSTED
 FG1883* NAVD 88 ORTHO HEIGHT -   422.    (meters)     1385.    (feet) SCALED
 FG1883  ______________________________________________________________________
 FG1883  GEOID HEIGHT    -        -29.649 (meters)                     GEOID18
 FG1883  LAPLACE CORR    -          0.11  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1883.GEOID18 height accuracy estimate available here.
 FG1883
 FG1883.Click photographs - Photos may exist for this station.
 FG1883
 FG1883.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1883
 FG1883. The following values were computed from the NAD 83(1997) position.
 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  =   0.99990310
 FG1883!UTM  15      -   0.99993841  x   0.99963147  =   0.99956990
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU4946889635(NAD 83)
 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(1993)-  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
 FG1883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1883.See file dsdata.pdf to determine how the superseded data were derived.
 FG1883
 FG1883_MARKER: DS = TRIANGULATION STATION DISK
 FG1883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1883_STAMPING: GOAT 1940
 FG1883_MARK LOGO: CGS
 FG1883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1883+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0822 ***********************************************************************
 GF0822  DESIGNATION -  GOBBLER
 GF0822  PID         -  GF0822
 GF0822  STATE/COUNTY-  AR/CARROLL
 GF0822  COUNTRY     -  US
 GF0822  USGS QUAD   -  OSAGE (2017)
 GF0822
 GF0822                         *CURRENT SURVEY CONTROL
 GF0822  ______________________________________________________________________
 GF0822* NAD 83(1997) POSITION- 36 11 18.30426(N) 093 27 22.03251(W)   ADJUSTED
 GF0822* NAVD 88 ORTHO HEIGHT -   505.0   (meters)     1657.    (feet) VERTCON3
 GF0822  ______________________________________________________________________
 GF0822  GEOID HEIGHT    -        -28.038 (meters)                     GEOID18
 GF0822  LAPLACE CORR    -         -0.74  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0822.GEOID18 height accuracy estimate available here.
 GF0822
 GF0822.Click photographs - Photos may exist for this station.
 GF0822
 GF0822.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0822
 GF0822. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA5898804943(NAD 83)
 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(1993)-  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
 GF0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0822.See file dsdata.pdf to determine how the superseded data were derived.
 GF0822
 GF0822_MARKER: DS = TRIANGULATION STATION DISK
 GF0822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0822_STAMPING: GOBBLER 1971
 GF0822_MARK LOGO: CGS
 GF0822_PROJECTION: FLUSH
 GF0822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0822+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0823 ***********************************************************************
 GF0823  DESIGNATION -  GOBBLER RM 1
 GF0823  PID         -  GF0823
 GF0823  STATE/COUNTY-  AR/CARROLL
 GF0823  COUNTRY     -  US
 GF0823  USGS QUAD   -  OSAGE (2017)
 GF0823
 GF0823                         *CURRENT SURVEY CONTROL
 GF0823  ______________________________________________________________________
 GF0823* NAD 83(1997) POSITION- 36 11 18.07740(N) 093 27 22.32719(W)   ADJUSTED
 GF0823* NAVD 88 ORTHO HEIGHT -   505.2   (meters)     1657.    (feet) VERTCON3
 GF0823  ______________________________________________________________________
 GF0823  GEOID HEIGHT    -        -28.038 (meters)                     GEOID18
 GF0823  LAPLACE CORR    -         -0.74  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0823.GEOID18 height accuracy estimate available here.
 GF0823
 GF0823.Click photographs - Photos may exist for this station.
 GF0823
 GF0823.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0823
 GF0823. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 GF0823:SPC AR N     -  RUDD RESET                               354 02 49.6
 GF0823:UTM  15      -  RUDD RESET                               353 28 08.8
 GF0823
 GF0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA5898104936(NAD 83)
 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(1993)-  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
 GF0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0823.See file dsdata.pdf to determine how the superseded data were derived.
 GF0823
 GF0823_MARKER: DR = REFERENCE MARK DISK
 GF0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0823_STAMPING: GOBBLE NO 1 1971
 GF0823_MARK LOGO: CGS
 GF0823_PROJECTION: FLUSH
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1309 ***********************************************************************
 DL1309  DESIGNATION -  GODFREY
 DL1309  PID         -  DL1309
 DL1309  STATE/COUNTY-  AR/BRADLEY
 DL1309  COUNTRY     -  US
 DL1309  USGS QUAD   -  MARSDEN (2017)
 DL1309
 DL1309                         *CURRENT SURVEY CONTROL
 DL1309  ______________________________________________________________________
 DL1309* NAD 83(1997) POSITION- 33 15 13.53256(N) 092 08 42.79109(W)   ADJUSTED
 DL1309* NAVD 88 ORTHO HEIGHT -    31.16  (+/-2cm)      102.2   (feet) VERTCON3
 DL1309  ______________________________________________________________________
 DL1309  GEOID HEIGHT    -        -26.030 (meters)                     GEOID18
 DL1309  LAPLACE CORR    -          1.74  (seconds)                    DEFLEC18
 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
 DL1309.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1309.GEOID18 height accuracy estimate available here.
 DL1309
 DL1309.The vertical order pertains to the NGVD 29 superseded value.
 DL1309
 DL1309.Click photographs - Photos may exist for this station.
 DL1309
 DL1309.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1309
 DL1309. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999919  x   1.00001057  =   1.00000976
 DL1309!UTM  15      -   0.99999919  x   0.99967816  =   0.99967736
 DL1309
 DL1309:                Primary Azimuth Mark                     Grid Az
 DL1309:SPC AR S     -  STILLIONS                                093 14 58.6
 DL1309:UTM  15      -  STILLIONS                                092 41 58.5
 DL1309
 DL1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS7962179744(NAD 83)
 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              31.22   (m)          102.4    (f) LEVELING    3  
 DL1309
 DL1309.Superseded values are not recommended for survey control.
 DL1309
 DL1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1309.See file dsdata.pdf to determine how the superseded data were derived.
 DL1309
 DL1309_MARKER: DS = TRIANGULATION STATION DISK
 DL1309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1309_STAMPING: GODFREY 1952
 DL1309_MARK LOGO: CGS
 DL1309_PROJECTION: FLUSH
 DL1309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1309+STABILITY: SURFACE MOTION
 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 NORTHWEST
 DL1309'OF CROSSETT, 4 MILES NORTHEAST OF THE OUACHITA RIVER, 3 MILES
 DL1309'NORTHWEST OF THE SALINE RIVER, IN SECTION 9, R10W, T16S, ON LAND OWNED
 DL1309'BY GARLAND D. GODFREY, APPROXIMATELY 100 YARDS SOUTHEAST OF THE
 DL1309'GODFREY FARM HOUSE, 76 FEET WEST OF THE CENTER OF A GRAVELED ROAD, AND
 DL1309'44 FEET SOUTHEAST OF A 24-INCH TRIANGLE-BLAZED OAK TREE.
 DL1309'
 DL1309'TO REACH THE STATION FROM THE HERMITAGE POST OFFICE, GO SOUTH ON STATE
 DL1309'ROAD 15 FOR 0.1 MILE TO A FORK, BEAR LEFT, LEAVING STATE ROAD 15, AND
 DL1309'FOLLOW THE MAIN GRAVELED ROAD SOUTH FOR 2.0 MILES TO A FORK, BEAR
 DL1309'RIGHT AND CONTINUE SOUTH FOR 2.9 MILES TO A SIDE ROAD RIGHT AT THE
 DL1309'SMALL VILLAGE OF INGALLS, CONTINUE STRAIGHT AHEAD ON THE MAIN GRAVELED
 DL1309'ROAD FOR 3.9 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 MILES TO
 DL1309'THE STATION ON THE RIGHT.
 DL1309'
 DL1309'THE STATION MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 DL1309'GODFREY 1952.
 DL1309'
 DL1309'REFERENCE MARK NO. 1 IS 38 FEET WEST OF THE CENTER OF A GRAVELED ROAD.
 DL1309'IT PROJECTS 4 INCHES AND THE DISK IS STAMPED GODFREY NO 1 1952.
 DL1309'
 DL1309'REFERENCE MARK NO. 2 IS 26 FEET SOUTHEAST OF A 24-INCH OAK TREE.  IT
 DL1309'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED GODFREY NO 2 1952.
 DL1309'
 DL1309'TT 12 LS IS A STANDARD USGS BENCH MARK DISK SET IN THE TOP OF AN 8 X 8
 DL1309'INCH CONCRETE POST.  IT IS 82 FEET NORTH OF THE NORTHEAST CORNER OF A
 DL1309'SCHOOLHOUSE AND 17 FEET SOUTHEAST OF AN 18-INCH TRIANGLE-BLAZED OAK
 DL1309'TREE.  IT PROJECTS 3 INCHES AND THE DISK IS STAMPED 1933 103 TT STA 12
 DL1309'LS.
 DL1309'
 DL1309'THERE WAS NO PLACE VISIBLE FROM THE GROUND AT WHICH AN AZIMUTH MARK
 DL1309'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.  R.M. 2 1952 - GOOD.  TRIANGULATION GODFREY -
 DL1309'GOOD.  THE ORIGINAL DESCRIPTION IS ADEQUATE FOR RECOVERY.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1910 ***********************************************************************
 FF1910  DESIGNATION -  GOLDEN
 FF1910  PID         -  FF1910
 FF1910  STATE/COUNTY-  AR/MISSISSIPPI
 FF1910  COUNTRY     -  US
 FF1910  USGS QUAD   -  WILSON (2017)
 FF1910
 FF1910                         *CURRENT SURVEY CONTROL
 FF1910  ______________________________________________________________________
 FF1910* NAD 83(1997) POSITION- 35 33 02.79500(N) 090 02 39.35343(W)   ADJUSTED
 FF1910* NAVD 88 ORTHO HEIGHT -    77.6   (meters)      255.    (feet) VERTCON3
 FF1910  ______________________________________________________________________
 FF1910  GEOID HEIGHT    -        -27.607 (meters)                     GEOID18
 FF1910  LAPLACE CORR    -          1.60  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1910.GEOID18 height accuracy estimate available here.
 FF1910
 FF1910.Click photographs - Photos may exist for this station.
 FF1910
 FF1910.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1910
 FF1910. The following values were computed from the NAD 83(1997) position.
 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     -  GOLDEN AZ MK                             047 25 16.1
 FF1910:SPC TN       -  GOLDEN AZ MK                             050 55 36.6
 FF1910:UTM  15      -  GOLDEN AZ MK                             046 50 22.6
 FF1910:UTM  16      -  GOLDEN AZ MK                             050 19 49.1
 FF1910
 FF1910_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6793438145(NAD 83)
 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(1995)-  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
 FF1910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1910.See file dsdata.pdf to determine how the superseded data were derived.
 FF1910
 FF1910_MARKER: DH = HORIZONTAL CONTROL DISK
 FF1910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1910_STAMPING: GOLDEN 1979
 FF1910_MARK LOGO: NGS
 FF1910_PROJECTION: FLUSH
 FF1910_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FF1910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1910+STABILITY: SURFACE MOTION
 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 WILSON AND
 FF1910'IS ATOP THE WEST LEVEE OF THE MISSISSIPPI RIVER.  PERMISSION WAS
 FF1910'OBTAINED FROM CHIEF ENGINEER, MR. B.B. FAIR, ST. FRANCIS LEVEE
 FF1910'DISTRICT, P.O. BOX 308, WEST MEMPHIS, ARKANSAS.  ZIP 72301.  TELEPHONE
 FF1910'501-735-1062.
 FF1910'
 FF1910'TO REACH THE STATION FROM THE POST OFFICE IN WILSON, GO EAST ON A
 FF1910'PAVED ROAD FOR 0.1 MILE (0.16 KM.) TO U.S. HIGHWAY 61.  TURN LEFT AND
 FF1910'GO NORTH ON U.S. HIGHWAY 61 FOR 0.15 MILE (0.24 KM.) TO A CROSSROAD.
 FF1910'TURN RIGHT AND GO EAST ON A PAVED ROAD FOR 0.85 MILE (1.37 KM.) TO THE
 FF1910'TOP OF A LEVEE AND A LOCKED GATE ON RIGHT AND THE AZIMUTH MARK ON THE
 FF1910'RIGHT.  TURN RIGHT, PASS THROUGH THE GATE AND GO SOUTH ATOP THE LEVEE
 FF1910'FOR 0.65 MILE (1.05 KM.) TO A CURVE AND THE STATION ON THE RIGHT.
 FF1910'
 FF1910'THE STATION IS A STANDARD NGS DISK STAMPED ---GOLDEN 1979---, SET INTO
 FF1910'THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH
 FF1910'GROUND.  IT IS LOCATED 5 METERS WEST FROM THE CENTER OF THE LEVEE ROAD
 FF1910'AND 4.1 METERS NORTHWEST FROM A METAL WITNESS POST.  THE UNDERGROUND
 FF1910'MARK IS A STANDARD NGS DISK STAMPED ---GOLDEN 1979---, SET INTO AN
 FF1910'IRREGULAR MASS OF CONCRETE 1 METER BELOW THE GROUND.
 FF1910'
 FF1910'REFERENCE MARK NUMBER 01 IS A STANDARD NGS DISK STAMPED
 FF1910'---GOLDEN N0 1 1979---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FF1910'30 CM IN DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 5.5 METERS
 FF1910'SOUTHEAST FROM THE CENTER OF THE LEVEE ROAD AND 0.4 METERS NORTHEAST
 FF1910'FROM A METAL WITNESS POST.  MARK IS BELOW STATION 1 METERS.
 FF1910'
 FF1910'REFERENCE MARK NUMBER 02 IS A STANDARD NGS DISK STAMPED
 FF1910'---GOLDEN NO 2 1979---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FF1910'30 CM IN DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 7.5 METERS WEST
 FF1910'FROM THE CENTER OF THE LEVEE ROAD AND 0.4 METERS SOUTH FROM A METAL
 FF1910'WITNESS POST.  MARK IS BELOW STATION 1 METERS.
 FF1910'
 FF1910'AZIMUTH MARK NUMBER 01 IS A STANDARD NGS DISK STAMPED
 FF1910'---GOLDEN 1979---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM
 FF1910'IN DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 4.1 METERS
 FF1910'NORTH-NORTHWEST FROM THE CENTER OF A GATE AND 0.7 METERS NORTHWEST
 FF1910'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 = MARCH 20, 2026 22:17:28 EDT
 FF1911 ***********************************************************************
 FF1911  DESIGNATION -  GOLDEN AZ MK
 FF1911  PID         -  FF1911
 FF1911  STATE/COUNTY-  AR/MISSISSIPPI
 FF1911  COUNTRY     -  US
 FF1911  USGS QUAD   -  WILSON (2017)
 FF1911
 FF1911                         *CURRENT SURVEY CONTROL
 FF1911  ______________________________________________________________________
 FF1911* NAD 83(1997) POSITION- 35 33 24.37991(N) 090 02 09.43392(W)   ADJUSTED
 FF1911* NAVD 88 ORTHO HEIGHT -    77.8   (meters)      255.    (feet) VERTCON3
 FF1911  ______________________________________________________________________
 FF1911  GEOID HEIGHT    -        -27.604 (meters)                     GEOID18
 FF1911  LAPLACE CORR    -          1.62  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1911.GEOID18 height accuracy estimate available here.
 FF1911
 FF1911.Click photographs - Photos may exist for this station.
 FF1911
 FF1911.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1911
 FF1911. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999212  x   0.99993605  =   0.99992817
 FF1911!SPC TN       -   0.99999212  x   0.99996005  =   0.99995217
 FF1911!UTM  15      -   0.99999212  x   1.00048961  =   1.00048172
 FF1911!UTM  16      -   0.99999212  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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6866838833(NAD 83)
 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(1995)-  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
 FF1911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1911.See file dsdata.pdf to determine how the superseded data were derived.
 FF1911
 FF1911_MARKER: DZ = AZIMUTH MARK DISK
 FF1911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1911_STAMPING: GOLDEN 1979
 FF1911_MARK LOGO: NGS
 FF1911_PROJECTION: FLUSH
 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             USACE
 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 ARMY CORPS OF ENGINEERS 2000 (JMH)
 FF1911'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0847 ***********************************************************************
 GF0847  DESIGNATION -  GOLDEN RM 3 AZIMUTH
 GF0847  PID         -  GF0847
 GF0847  STATE/COUNTY-  AR/CARROLL
 GF0847  COUNTRY     -  US
 GF0847  USGS QUAD   -  EUREKA SPRINGS (2017)
 GF0847
 GF0847                         *CURRENT SURVEY CONTROL
 GF0847  ______________________________________________________________________
 GF0847* NAD 83(1997) POSITION- 36 29 26.00995(N) 093 38 39.65640(W)   NO CHECK
 GF0847* NAVD 88 ORTHO HEIGHT -   367.5   (meters)     1206.    (feet) VERTCON3
 GF0847  ______________________________________________________________________
 GF0847  GEOID HEIGHT    -        -28.434 (meters)                     GEOID18
 GF0847  LAPLACE CORR    -         -0.28  (seconds)                    DEFLEC18
 GF0847  HORZ ORDER      -  THIRD
 GF0847
 GF0847.The horizontal coordinates were established by classical geodetic methods
 GF0847.and adjusted by the National Geodetic Survey in September 1999.
 GF0847
 GF0847.No horizontal observational check was made to the station.
 GF0847
 GF0847.The NAVD 88 height was computed by applying the VERTCON shift value to
 GF0847.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GF0847
 GF0847.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0847.GEOID18 height accuracy estimate available here.
 GF0847
 GF0847.Click photographs - Photos may exist for this station.
 GF0847
 GF0847.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0847
 GF0847. The following values were computed from the NAD 83(1997) position.
 GF0847
 GF0847;                    North         East     Units Scale Factor Converg.
 GF0847;SPC AR N     -   240,570.294   252,660.944   MT  1.00006098   -0 57 24.6
 GF0847;SPC AR N     -   789,271.04    828,938.45   sFT  1.00006098   -0 57 24.6
 GF0847;SPC MO C     -    73,531.099   397,468.890   MT  1.00006281   -0 40 50.1
 GF0847;SPC MO W     -    36,279.002   926,664.353   MT  1.00001356   +0 30 31.9
 GF0847;UTM  15      - 4,038,553.766   442,287.791   MT  0.99964103   -0 22 59.5
 GF0847
 GF0847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0847!SPC AR N     -   0.99994678  x   1.00006098  =   1.00000776
 GF0847!SPC MO C     -   0.99994678  x   1.00006281  =   1.00000959
 GF0847!SPC MO W     -   0.99994678  x   1.00001356  =   0.99996034
 GF0847!UTM  15      -   0.99994678  x   0.99964103  =   0.99958783
 GF0847
 GF0847:                Primary Azimuth Mark                     Grid Az
 GF0847:SPC AR N     -  GOLDEN 2                                 348 53 41.8
 GF0847:SPC MO C     -  GOLDEN 2                                 348 37 07.3
 GF0847:SPC MO W     -  GOLDEN 2                                 347 25 45.3
 GF0847:UTM  15      -  GOLDEN 2                                 348 19 16.7
 GF0847
 GF0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA4228738553(NAD 83)
 GF0847
 GF0847|---------------------------------------------------------------------|
 GF0847| PID    Reference Object                     Distance      Geod. Az  |
 GF0847|                                                           dddmmss.s |
 GF0847| GF0901 GOLDEN 2                            APPROX. 1.2 KM 3475617.2 |
 GF0847|---------------------------------------------------------------------|
 GF0847
 GF0847                          SUPERSEDED SURVEY CONTROL
 GF0847
 GF0847  NAD 83(1997)-  36 29 26.01608(N)    093 38 39.65930(W) AD(       ) 3
 GF0847  NAD 83(1993)-  36 29 26.02106(N)    093 38 39.65692(W) AD(       ) 3
 GF0847  NAD 83(1986)-  36 29 26.02155(N)    093 38 39.65653(W) AD(       ) 3
 GF0847  NAD 27      -  36 29 25.77185(N)    093 38 38.98584(W) AD(       ) 3
 GF0847  NGVD 29 (07/19/86)  367.4    (m)         1205.     (f) VERT ANG       
 GF0847
 GF0847.Superseded values are not recommended for survey control.
 GF0847
 GF0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0847.See file dsdata.pdf to determine how the superseded data were derived.
 GF0847
 GF0847_MARKER: DR = REFERENCE MARK DISK
 GF0847_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 GF0847+WITH SETTING: INTO GROUND
 GF0847_STAMPING: GOLDEN 1961 NO 3 1973
 GF0847_MARK LOGO: CGS
 GF0847_PROJECTION: FLUSH
 GF0847_MAGNETIC: I = MARKER IS A STEEL ROD
 GF0847_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0847
 GF0847  HISTORY     - Date     Condition        Report By
 GF0847  HISTORY     - 1973     MONUMENTED       NGS
 GF0847
 GF0847                          STATION DESCRIPTION
 GF0847
 GF0847'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 GF0847'THE MARK IS LOCATED ABOUT 8.1 MI (13.0 KM) NORTHEAST OF EUREKA
 GF0847'SPRINGS, 6.9 MI (11.2 KM) EAST OF BEAVER AND 4.1 MI (6.6 KM)
 GF0847'NORTH-NORTHWEST OF GRANDVIEW.
 GF0847'
 GF0847'IT IS 41.5 FEET EAST OF THE CENTER OF THE SURFACED ROAD, 1 FOOT WEST
 GF0847'OF A NEW FENCE AND 1 FOOT NORTH OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH0938 ***********************************************************************
 EH0938  DESIGNATION -  GOODWIN
 EH0938  PID         -  EH0938
 EH0938  STATE/COUNTY-  AR/ST FRANCIS
 EH0938  COUNTRY     -  US
 EH0938  USGS QUAD   -  PALESTINE (2017)
 EH0938
 EH0938                         *CURRENT SURVEY CONTROL
 EH0938  ______________________________________________________________________
 EH0938* NAD 83(1997) POSITION- 34 56 46.52492(N) 090 59 41.68459(W)   ADJUSTED
 EH0938* NAVD 88 ORTHO HEIGHT -    63.725 (meters)      209.07  (feet) POSTED
 EH0938  ______________________________________________________________________
 EH0938  GEOID HEIGHT    -        -26.855 (meters)                     GEOID18
 EH0938  LAPLACE CORR    -          0.02  (seconds)                    DEFLEC18
 EH0938  DYNAMIC HEIGHT  -         63.67  (meters)      208.9   (feet) COMP
 EH0938  MODELED GRAVITY -    979,724.9   (mgal)                       NAVD 88
 EH0938
 EH0938  HORZ ORDER      -  FIRST
 EH0938  VERT ORDER      -  * POSTED, 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
 EH0938.* This is a POSTED BENCH MARK height.
 EH0938
 EH0938.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0938.GEOID18 height accuracy estimate available here.
 EH0938
 EH0938.Click photographs - Photos may exist for this station.
 EH0938
 EH0938.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999421  x   0.99999748  =   0.99999169
 EH0938!SPC AR S     -   0.99999421  x   1.00004499  =   1.00003920
 EH0938!UTM  15      -   0.99999421  x   1.00001321  =   1.00000742
 EH0938
 EH0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU8310068918(NAD 83)
 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(1995)-  34 56 46.53051(N)    090 59 41.68249(W) AD(       ) 1
 EH0938  NAD 83(1993)-  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  USSD        -  34 56 46.36600(N)    090 59 40.99600(W) AD(       ) 3
 EH0938  NGVD 29              63.69   (m)          209.0    (f) LEVELING    3  
 EH0938  NGVD 29 (11/26/84)   63.692  (m)          208.96   (f) ADJUSTED    1 2
 EH0938
 EH0938.Superseded values are not recommended for survey control.
 EH0938
 EH0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0938.See file dsdata.pdf to determine how the superseded data were derived.
 EH0938
 EH0938_MARKER: DS = TRIANGULATION STATION DISK
 EH0938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0938_STAMPING: GOODWIN 1916 1920
 EH0938_MARK LOGO: CGS
 EH0938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0938+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1340 ***********************************************************************
 DL1340  DESIGNATION -  GOODWIN
 DL1340  PID         -  DL1340
 DL1340  STATE/COUNTY-  AR/CALHOUN
 DL1340  COUNTRY     -  US
 DL1340  USGS QUAD   -  SMACKOVER NE (2017)
 DL1340
 DL1340                         *CURRENT SURVEY CONTROL
 DL1340  ______________________________________________________________________
 DL1340* NAD 83(1997) POSITION- 33 26 45.45994(N) 092 36 20.08621(W)   ADJUSTED
 DL1340* NAVD 88 ORTHO HEIGHT -    33.    (meters)      108.    (feet) SCALED
 DL1340  ______________________________________________________________________
 DL1340  GEOID HEIGHT    -        -26.235 (meters)                     GEOID18
 DL1340  LAPLACE CORR    -          0.13  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1340.GEOID18 height accuracy estimate available here.
 DL1340
 DL1340.Click photographs - Photos may exist for this station.
 DL1340
 DL1340.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1340
 DL1340. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 DL1340:SPC AR S     -  GOODWIN AZ MK                            252 02 51.6
 DL1340:UTM  15      -  GOODWIN AZ MK                            251 29 28.8
 DL1340
 DL1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT3665800797(NAD 83)
 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(1993)-  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
 DL1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1340.See file dsdata.pdf to determine how the superseded data were derived.
 DL1340
 DL1340_MARKER: DS = TRIANGULATION STATION DISK
 DL1340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1340_STAMPING: GOODWIN 1952
 DL1340_MARK LOGO: CGS
 DL1340_PROJECTION: FLUSH
 DL1340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1340+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EH0942 ***********************************************************************
 EH0942  DESIGNATION -  GOODWIN 2 AZ MK
 EH0942  PID         -  EH0942
 EH0942  STATE/COUNTY-  AR/ST FRANCIS
 EH0942  COUNTRY     -  US
 EH0942  USGS QUAD   -  PALESTINE (2017)
 EH0942
 EH0942                         *CURRENT SURVEY CONTROL
 EH0942  ______________________________________________________________________
 EH0942* NAD 83(1986) POSITION- 34 56 48.     (N) 090 59 32.     (W)   SCALED
 EH0942* NAVD 88 ORTHO HEIGHT -    64.110 (meters)      210.33  (feet) ADJUSTED
 EH0942  ______________________________________________________________________
 EH0942  GEOID HEIGHT    -        -26.855 (meters)                     GEOID18
 EH0942  DYNAMIC HEIGHT  -         64.051 (meters)      210.14  (feet) COMP
 EH0942  MODELED GRAVITY -    979,725.0   (mgal)                       NAVD 88
 EH0942
 EH0942  VERT ORDER      -  FIRST     CLASS II
 EH0942
 EH0942.The horizontal coordinates were scaled from a map and have
 EH0942.an estimated accuracy of +/- 6 seconds.
 EH0942
 EH0942.The orthometric height was determined by differential leveling and
 EH0942.adjusted by the NATIONAL GEODETIC SURVEY
 EH0942.in June 1991.
 EH0942
 EH0942.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0942.GEOID18 height accuracy estimate available here.
 EH0942
 EH0942.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU833689(NAD 83)
 EH0942
 EH0942                          SUPERSEDED SURVEY CONTROL
 EH0942
 EH0942  NGVD 29 (11/26/84)   64.109  (m)          210.33   (f) ADJUSTED    1 2
 EH0942
 EH0942.Superseded values are not recommended for survey control.
 EH0942
 EH0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0942.See file dsdata.pdf to determine how the superseded data were derived.
 EH0942
 EH0942_MARKER: DZ = AZIMUTH MARK DISK
 EH0942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0942_STAMPING: GOODWIN 2 1954
 EH0942_MARK LOGO: CGS
 EH0942_PROJECTION: PROJECTING 13 CENTIMETERS
 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'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 = MARCH 20, 2026 22:17:28 EDT
 EH3132 ***********************************************************************
 EH3132  DESIGNATION -  GOODWIN 2 RESET
 EH3132  PID         -  EH3132
 EH3132  STATE/COUNTY-  AR/ST FRANCIS
 EH3132  COUNTRY     -  US
 EH3132  USGS QUAD   -  PALESTINE (2017)
 EH3132
 EH3132                         *CURRENT SURVEY CONTROL
 EH3132  ______________________________________________________________________
 EH3132* NAD 83(1997) POSITION- 34 56 45.02454(N) 090 59 44.90436(W)   ADJUSTED
 EH3132* NAVD 88 ORTHO HEIGHT -    63.    (meters)      207.    (feet) SCALED
 EH3132  ______________________________________________________________________
 EH3132  GEOID HEIGHT    -        -26.854 (meters)                     GEOID18
 EH3132  LAPLACE CORR    -          0.02  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH3132.GEOID18 height accuracy estimate available here.
 EH3132
 EH3132.Click photographs - Photos may exist for this station.
 EH3132
 EH3132.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH3132
 EH3132. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999433  x   0.99999756  =   0.99999189
 EH3132!SPC AR S     -   0.99999433  x   1.00004488  =   1.00003921
 EH3132!UTM  15      -   0.99999433  x   1.00001284  =   1.00000717
 EH3132
 EH3132:                Primary Azimuth Mark                     Grid Az
 EH3132:SPC AR N     -  GOODWIN 2 AZ MK                          076 09 05.1
 EH3132:SPC AR S     -  GOODWIN 2 AZ MK                          076 10 25.4
 EH3132:UTM  15      -  GOODWIN 2 AZ MK                          075 35 14.7
 EH3132
 EH3132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU8301968870(NAD 83)
 EH3132
 EH3132|---------------------------------------------------------------------|
 EH3132| PID    Reference Object                     Distance      Geod. Az  |
 EH3132|                                                           dddmmss.s |
 EH3132| EH0942 GOODWIN 2 AZ MK                                    0764408.7 |
 EH3132| EH0937 X 30=GOODWIN RM 2                    46.183 METERS 07734     |
 EH3132| EH0941 GOODWIN 2 RM 3                       26.365 METERS 27018     |
 EH3132|---------------------------------------------------------------------|
 EH3132
 EH3132                          SUPERSEDED SURVEY CONTROL
 EH3132
 EH3132  NAD 83(1995)-  34 56 45.02995(N)    090 59 44.90064(W) AD(       ) 1
 EH3132  NAD 83(1993)-  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
 EH3132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3132.See file dsdata.pdf to determine how the superseded data were derived.
 EH3132
 EH3132_MARKER: DS = TRIANGULATION STATION DISK
 EH3132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH3132_STAMPING: GOODWIN 2 1954 1965
 EH3132_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH0941 ***********************************************************************
 EH0941  DESIGNATION -  GOODWIN 2 RM 3
 EH0941  PID         -  EH0941
 EH0941  STATE/COUNTY-  AR/ST FRANCIS
 EH0941  COUNTRY     -  US
 EH0941  USGS QUAD   -  PALESTINE (2017)
 EH0941
 EH0941                         *CURRENT SURVEY CONTROL
 EH0941  ______________________________________________________________________
 EH0941* NAD 83(1986) POSITION- 34 56 45.03   (N) 090 59 45.94   (W)   HD_HELD1
 EH0941* NAVD 88 ORTHO HEIGHT -    63.681 (meters)      208.93  (feet) ADJUSTED
 EH0941  ______________________________________________________________________
 EH0941  GEOID HEIGHT    -        -26.854 (meters)                     GEOID18
 EH0941  DYNAMIC HEIGHT  -         63.623 (meters)      208.74  (feet) COMP
 EH0941  MODELED GRAVITY -    979,724.8   (mgal)                       NAVD 88
 EH0941
 EH0941  VERT ORDER      -  FIRST     CLASS II
 EH0941
 EH0941.The horizontal coordinates were determined by differentially corrected
 EH0941.hand held GPS observations or other comparable positioning techniques
 EH0941.and have an estimated accuracy of +/- 3 meters.
 EH0941
 EH0941.The orthometric height was determined by differential leveling and
 EH0941.adjusted by the NATIONAL GEODETIC SURVEY
 EH0941.in June 1991.
 EH0941
 EH0941.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0941.GEOID18 height accuracy estimate available here.
 EH0941
 EH0941.Click photographs - Photos may exist for this station.
 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     -    68,420.6     491,703.2     MT  (+/- 3 meters HH1 GPS) 
 EH0941
 EH0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU8299368870(NAD 83)
 EH0941
 EH0941                          SUPERSEDED SURVEY CONTROL
 EH0941
 EH0941  NGVD 29 (11/26/84)   63.680  (m)          208.92   (f) ADJUSTED    1 2
 EH0941
 EH0941.Superseded values are not recommended for survey control.
 EH0941
 EH0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0941.See file dsdata.pdf to determine how the superseded data were derived.
 EH0941
 EH0941_MARKER: DR = REFERENCE MARK DISK
 EH0941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0941_STAMPING: GOODWIN 2 NO 3 1954
 EH0941_MARK LOGO: CGS
 EH0941_PROJECTION: PROJECTING 8 CENTIMETERS
 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'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 = MARCH 20, 2026 22:17:28 EDT
 EH0940 ***********************************************************************
 EH0940  DESIGNATION -  GOODWIN RM 1
 EH0940  PID         -  EH0940
 EH0940  STATE/COUNTY-  AR/ST FRANCIS
 EH0940  COUNTRY     -  US
 EH0940  USGS QUAD   -  PALESTINE (2017)
 EH0940
 EH0940                         *CURRENT SURVEY CONTROL
 EH0940  ______________________________________________________________________
 EH0940* NAD 83(1986) POSITION- 34 56 45.88   (N) 090 59 41.40   (W)   HD_HELD1
 EH0940* NAVD 88 ORTHO HEIGHT -    63.59  (+/-2cm)      208.6   (feet) VERTCON3
 EH0940  ______________________________________________________________________
 EH0940  GEOID HEIGHT    -        -26.854 (meters)                     GEOID18
 EH0940  VERT ORDER      -  ? (See Below)
 EH0940
 EH0940.The horizontal coordinates were determined by differentially corrected
 EH0940.hand held GPS observations or other comparable positioning techniques
 EH0940.and have an estimated accuracy of +/- 3 meters.
 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
 EH0940.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0940.GEOID18 height accuracy estimate available here.
 EH0940
 EH0940.The vertical order pertains to the NGVD 29 superseded value.
 EH0940
 EH0940.Click photographs - Photos may exist for this station.
 EH0940
 EH0940;                    North         East    Units  Estimated Accuracy
 EH0940;SPC AR N     -    68,448.0     491,818.2     MT  (+/- 3 meters HH1 GPS) 
 EH0940
 EH0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU8310768899(NAD 83)
 EH0940
 EH0940                          SUPERSEDED SURVEY CONTROL
 EH0940
 EH0940  NGVD 29 (11/26/84)   63.593  (m)          208.64   (f) ADJUSTED       
 EH0940
 EH0940.Superseded values are not recommended for survey control.
 EH0940
 EH0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0940.See file dsdata.pdf to determine how the superseded data were derived.
 EH0940
 EH0940_MARKER: DR = REFERENCE MARK DISK
 EH0940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0940_STAMPING: GOODWIN R.M. 1 1916
 EH0940_MARK LOGO: CGS
 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'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 = MARCH 20, 2026 22:17:28 EDT
 EJ1898 ***********************************************************************
 EJ1898  DESIGNATION -  GOOSEPOND
 EJ1898  PID         -  EJ1898
 EJ1898  STATE/COUNTY-  AR/SALINE
 EJ1898  COUNTRY     -  US
 EJ1898  USGS QUAD   -  GOOSEPOND MOUNTAIN (2017)
 EJ1898
 EJ1898                         *CURRENT SURVEY CONTROL
 EJ1898  ______________________________________________________________________
 EJ1898* NAD 83(1997) POSITION- 34 40 30.11895(N) 092 54 36.51547(W)   ADJUSTED
 EJ1898* NAVD 88 ORTHO HEIGHT -   145.    (meters)      476.    (feet) SCALED
 EJ1898  ______________________________________________________________________
 EJ1898  GEOID HEIGHT    -        -27.378 (meters)                     GEOID18
 EJ1898  LAPLACE CORR    -          2.97  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1898.GEOID18 height accuracy estimate available here.
 EJ1898
 EJ1898.Click photographs - Photos may exist for this station.
 EJ1898
 EJ1898.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1898
 EJ1898. The following values were computed from the NAD 83(1997) position.
 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     -   0.99998154  x   0.99998085  =   0.99996239
 EJ1898!UTM  15      -   0.99998154  x   0.99960084  =   0.99958238
 EJ1898
 EJ1898:                Primary Azimuth Mark                     Grid Az
 EJ1898:SPC AR S     -  GOOSEPOND AZ MK                          047 02 18.4
 EJ1898:UTM  15      -  GOOSEPOND AZ MK                          046 28 40.6
 EJ1898
 EJ1898_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU0823137010(NAD 83)
 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
 EJ1898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1898.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1898
 EJ1898_MARKER: DS = TRIANGULATION STATION DISK
 EJ1898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1898_STAMPING: GOOSEPOND 1940
 EJ1898_MARK LOGO: CGS
 EJ1898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1898+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1896 ***********************************************************************
 EJ1896  DESIGNATION -  GOOSEPOND 2
 EJ1896  PID         -  EJ1896
 EJ1896  STATE/COUNTY-  AR/SALINE
 EJ1896  COUNTRY     -  US
 EJ1896  USGS QUAD   -  GOOSEPOND MOUNTAIN (2017)
 EJ1896
 EJ1896                         *CURRENT SURVEY CONTROL
 EJ1896  ______________________________________________________________________
 EJ1896* NAD 83(1997) POSITION- 34 40 30.04099(N) 092 54 36.42427(W)   ADJUSTED
 EJ1896* NAVD 88 ORTHO HEIGHT -   145.    (meters)      476.    (feet) SCALED
 EJ1896  ______________________________________________________________________
 EJ1896  GEOID HEIGHT    -        -27.378 (meters)                     GEOID18
 EJ1896  LAPLACE CORR    -          2.97  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1896.GEOID18 height accuracy estimate available here.
 EJ1896
 EJ1896.Click photographs - Photos may exist for this station.
 EJ1896
 EJ1896.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1896
 EJ1896. The following values were computed from the NAD 83(1997) position.
 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     -   0.99998154  x   0.99998084  =   0.99996238
 EJ1896!UTM  15      -   0.99998154  x   0.99960084  =   0.99958238
 EJ1896
 EJ1896:                Primary Azimuth Mark                     Grid Az
 EJ1896:SPC AR S     -  NANCE                                    136 47 34.9
 EJ1896:UTM  15      -  NANCE                                    136 13 57.0
 EJ1896
 EJ1896_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU0823437007(NAD 83)
 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
 EJ1896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1896.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1896
 EJ1896_MARKER: DS = TRIANGULATION STATION DISK
 EJ1896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1896_STAMPING: GOOSEPOND 2 1963
 EJ1896_MARK LOGO: CGS
 EJ1896_PROJECTION: FLUSH
 EJ1896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1896+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1334 ***********************************************************************
 DL1334  DESIGNATION -  GORMAN
 DL1334  PID         -  DL1334
 DL1334  STATE/COUNTY-  AR/BRADLEY
 DL1334  COUNTRY     -  US
 DL1334  USGS QUAD   -  MORO BAY (2017)
 DL1334
 DL1334                         *CURRENT SURVEY CONTROL
 DL1334  ______________________________________________________________________
 DL1334* NAD 83(1997) POSITION- 33 20 00.24969(N) 092 18 48.48545(W)   ADJUSTED
 DL1334* NAVD 88 ORTHO HEIGHT -    35.    (meters)      115.    (feet) SCALED
 DL1334  ______________________________________________________________________
 DL1334  GEOID HEIGHT    -        -26.191 (meters)                     GEOID18
 DL1334  LAPLACE CORR    -          1.09  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1334.GEOID18 height accuracy estimate available here.
 DL1334
 DL1334.Click photographs - Photos may exist for this station.
 DL1334
 DL1334.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1334
 DL1334. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 DL1334:SPC AR S     -  ARTESIAN                                 311 11 15.0
 DL1334:UTM  15      -  ARTESIAN                                 310 38 05.2
 DL1334
 DL1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS6389188459(NAD 83)
 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(1993)-  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
 DL1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1334.See file dsdata.pdf to determine how the superseded data were derived.
 DL1334
 DL1334_MARKER: DS = TRIANGULATION STATION DISK
 DL1334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1334_STAMPING: GORMAN 1952
 DL1334_MARK LOGO: CGS
 DL1334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1334+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DK1048 ***********************************************************************
 DK1048  DESIGNATION -  GOUDELOCK BOLT
 DK1048  PID         -  DK1048
 DK1048  STATE/COUNTY-  AR/CHICOT
 DK1048  COUNTRY     -  US
 DK1048  USGS QUAD   -  EMPIRE (2017)
 DK1048
 DK1048                         *CURRENT SURVEY CONTROL
 DK1048  ______________________________________________________________________
 DK1048* NAD 83(1986) POSITION- 33 07 16.     (N) 091 26 08.     (W)   SCALED
 DK1048* NAVD 88 ORTHO HEIGHT -    31.58  (+/-2cm)      103.6   (feet) VERTCON3
 DK1048  ______________________________________________________________________
 DK1048  GEOID HEIGHT    -        -25.904 (meters)                     GEOID18
 DK1048  VERT ORDER      -  ? (See Below)
 DK1048
 DK1048.The horizontal coordinates were scaled from a 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
 DK1048.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1048.GEOID18 height accuracy estimate available here.
 DK1048
 DK1048.The vertical order pertains to the NGVD 29 superseded value.
 DK1048
 DK1048.Click photographs - Photos may exist for this station.
 DK1048
 DK1048;                    North         East    Units  Estimated Accuracy
 DK1048;SPC AR S     -   450,550.      452,680.      MT  (+/- 180 meters Scaled)
 DK1048
 DK1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS459658(NAD 83)
 DK1048
 DK1048                          SUPERSEDED SURVEY CONTROL
 DK1048
 DK1048  NGVD 29 (11/26/84)   31.695  (m)          103.99   (f) ADJUSTED       
 DK1048
 DK1048.Superseded values are not recommended for survey control.
 DK1048
 DK1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1048.See file dsdata.pdf to determine how the superseded data were derived.
 DK1048
 DK1048_MARKER: B = BOLT
 DK1048_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK1048_SP_SET: UNDERGROUND STONE
 DK1048_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1048
 DK1048  HISTORY     - Date     Condition        Report By
 DK1048  HISTORY     - UNK      MONUMENTED       USACE
 DK1048  HISTORY     - 1934     GOOD             CGS
 DK1048
 DK1048                          STATION DESCRIPTION
 DK1048
 DK1048'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 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 = MARCH 20, 2026 22:17:28 EDT
 DK1049 ***********************************************************************
 DK1049  DESIGNATION -  GOUDELOCK CAP
 DK1049  PID         -  DK1049
 DK1049  STATE/COUNTY-  AR/CHICOT
 DK1049  COUNTRY     -  US
 DK1049  USGS QUAD   -  EMPIRE (2017)
 DK1049
 DK1049                         *CURRENT SURVEY CONTROL
 DK1049  ______________________________________________________________________
 DK1049* NAD 83(1986) POSITION- 33 07 16.     (N) 091 26 08.     (W)   SCALED
 DK1049* NAVD 88 ORTHO HEIGHT -    32.815 (meters)      107.66  (feet) ADJUSTED
 DK1049  ______________________________________________________________________
 DK1049  GEOID HEIGHT    -        -25.904 (meters)                     GEOID18
 DK1049  DYNAMIC HEIGHT  -         32.781 (meters)      107.55  (feet) COMP
 DK1049  MODELED GRAVITY -    979,587.2   (mgal)                       NAVD 88
 DK1049
 DK1049  VERT ORDER      -  SECOND    CLASS 0
 DK1049
 DK1049.The horizontal coordinates were scaled from a map and have
 DK1049.an estimated accuracy of +/- 6 seconds.
 DK1049
 DK1049.The orthometric height was determined by differential leveling and
 DK1049.adjusted by the NATIONAL GEODETIC SURVEY
 DK1049.in June 1991.
 DK1049
 DK1049.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1049.GEOID18 height accuracy estimate available here.
 DK1049
 DK1049.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS459658(NAD 83)
 DK1049
 DK1049                          SUPERSEDED SURVEY CONTROL
 DK1049
 DK1049  NGVD 29 (11/26/84)   32.932  (m)          108.04   (f) ADJUSTED    2 0
 DK1049
 DK1049.Superseded values are not recommended for survey control.
 DK1049
 DK1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1049.See file dsdata.pdf to determine how the superseded data were derived.
 DK1049
 DK1049_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1049_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1049_MARK LOGO: USACE
 DK1049_MAGNETIC: P = MARKER IS A STEEL PIPE
 DK1049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1049
 DK1049  HISTORY     - Date     Condition        Report By
 DK1049  HISTORY     - UNK      MONUMENTED       USACE
 DK1049  HISTORY     - 1934     GOOD             CGS
 DK1049
 DK1049                          STATION DESCRIPTION
 DK1049
 DK1049'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1049'7.3 MI EAST FROM PARKDALE.  IS A PIPE STONE BENCH WITH BRASS CAP,
 DK1049'LOCATED APPROXIMATELY 7.3 MILES EAST OF PARKDALE, CHICOT COUNTY, ARK.,
 DK1049'SEC. 20, T18S, R3W, 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 CENTERLINE OF LANE AND GATE AND 3 FEET
 DK1049'FROM FENCE CORNER AND IS ON PROPERTY OF N.R. GOUDELOCK.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK2085 ***********************************************************************
 DK2085  DESIGNATION -  GOULD
 DK2085  PID         -  DK2085
 DK2085  STATE/COUNTY-  AR/LINCOLN
 DK2085  COUNTRY     -  US
 DK2085  USGS QUAD   -  GOULD (2017)
 DK2085
 DK2085                         *CURRENT SURVEY CONTROL
 DK2085  ______________________________________________________________________
 DK2085* NAD 83(1997) POSITION- 33 59 17.08812(N) 091 33 44.00434(W)   ADJUSTED
 DK2085* NAVD 88 ORTHO HEIGHT -    50.97  (+/-2cm)      167.2   (feet) VERTCON3
 DK2085  ______________________________________________________________________
 DK2085  GEOID HEIGHT    -        -25.993 (meters)                     GEOID18
 DK2085  LAPLACE CORR    -         -1.34  (seconds)                    DEFLEC18
 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
 DK2085.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK2085.GEOID18 height accuracy estimate available here.
 DK2085
 DK2085.The vertical order pertains to the NGVD 29 superseded value.
 DK2085
 DK2085.Click photographs - Photos may exist for this station.
 DK2085
 DK2085.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK2085
 DK2085. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999608  x   0.99991879  =   0.99991487
 DK2085!UTM  15      -   0.99999608  x   0.99981740  =   0.99981348
 DK2085
 DK2085:                Primary Azimuth Mark                     Grid Az
 DK2085:SPC AR S     -  VARNER                                   316 31 22.8
 DK2085:UTM  15      -  VARNER                                   315 57 51.0
 DK2085
 DK2085_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT3279961765(NAD 83)
 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              51.05   (m)          167.5    (f) LEVELING    3  
 DK2085
 DK2085.Superseded values are not recommended for survey control.
 DK2085
 DK2085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2085.See file dsdata.pdf to determine how the superseded data were derived.
 DK2085
 DK2085_MARKER: DS = TRIANGULATION STATION DISK
 DK2085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2085_STAMPING: GOULD 1940
 DK2085_MARK LOGO: CGS
 DK2085_PROJECTION: FLUSH
 DK2085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK2085+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DK2084 ***********************************************************************
 DK2084  DESIGNATION -  GOULD MUNICIPAL TANK
 DK2084  PID         -  DK2084
 DK2084  STATE/COUNTY-  AR/LINCOLN
 DK2084  COUNTRY     -  US
 DK2084  USGS QUAD   -  GOULD (2017)
 DK2084
 DK2084                         *CURRENT SURVEY CONTROL
 DK2084  ______________________________________________________________________
 DK2084* NAD 83(1997) POSITION- 33 59 09.42133(N) 091 33 36.11958(W)   ADJUSTED
 DK2084  ______________________________________________________________________
 DK2084  GEOID HEIGHT    -        -25.995 (meters)                     GEOID18
 DK2084  LAPLACE CORR    -         -1.36  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK2084.GEOID18 height accuracy estimate available here.
 DK2084
 DK2084.Click photographs - Photos may exist for this station.
 DK2084
 DK2084.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK2084
 DK2084. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT3300461532(NAD 83)
 DK2084
 DK2084                          SUPERSEDED SURVEY CONTROL
 DK2084
 DK2084  NAD 83(1986)-  33 59 09.42957(N)    091 33 36.11360(W) AD(       ) 3
 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
 DK2084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2084.See file dsdata.pdf to determine how the superseded data were derived.
 DK2084
 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 = MARCH 20, 2026 22:17:28 EDT
 FH0943 ***********************************************************************
 FH0943  DESIGNATION -  GOVERNMENT
 FH0943  PID         -  FH0943
 FH0943  STATE/COUNTY-  AR/CRAWFORD
 FH0943  COUNTRY     -  US
 FH0943  USGS QUAD   -  FERN (2017)
 FH0943
 FH0943                         *CURRENT SURVEY CONTROL
 FH0943  ______________________________________________________________________
 FH0943* NAD 83(1997) POSITION- 35 44 17.70010(N) 094 02 28.96611(W)   ADJUSTED
 FH0943* NAVD 88 ORTHO HEIGHT -   706.3   (meters)     2317.    (feet) VERTCON3
 FH0943  ______________________________________________________________________
 FH0943  GEOID HEIGHT    -        -28.306 (meters)                     GEOID18
 FH0943  LAPLACE CORR    -          2.72  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0943.GEOID18 height accuracy estimate available here.
 FH0943
 FH0943.Click photographs - Photos may exist for this station.
 FH0943
 FH0943.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH0943
 FH0943. The following values were computed from the NAD 83(1997) position.
 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     -   0.99989359  x   0.99993953  =   0.99983313
 FH0943!UTM  15      -   0.99989359  x   0.99970927  =   0.99960289
 FH0943
 FH0943:                Primary Azimuth Mark                     Grid Az
 FH0943:SPC AR N     -  GOVERNMENT AZ MK                         279 57 43.5
 FH0943:UTM  15      -  GOVERNMENT AZ MK                         279 22 57.0
 FH0943
 FH0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV0583255417(NAD 83)
 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(1993)-  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
 FH0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0943.See file dsdata.pdf to determine how the superseded data were derived.
 FH0943
 FH0943_MARKER: DS = TRIANGULATION STATION DISK
 FH0943_SETTING: 66 = SET IN ROCK OUTCROP
 FH0943_STAMPING: GOVERNMENT 1971
 FH0943_MARK LOGO: CGS
 FH0943_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FH0943+STABILITY: POSITION/ELEVATION WELL
 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 = MARCH 20, 2026 22:17:28 EDT
 FH0941 ***********************************************************************
 FH0941  DESIGNATION -  GOVERNMENT RM
 FH0941  PID         -  FH0941
 FH0941  STATE/COUNTY-  AR/CRAWFORD
 FH0941  COUNTRY     -  US
 FH0941  USGS QUAD   -  FERN (2017)
 FH0941
 FH0941                         *CURRENT SURVEY CONTROL
 FH0941  ______________________________________________________________________
 FH0941* NAD 83(1997) POSITION- 35 44 17.42954(N) 094 02 28.49984(W)   ADJUSTED
 FH0941* NAVD 88 ORTHO HEIGHT -   706.    (meters)     2316.    (feet) SCALED
 FH0941  ______________________________________________________________________
 FH0941  GEOID HEIGHT    -        -28.306 (meters)                     GEOID18
 FH0941  LAPLACE CORR    -          2.70  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0941.GEOID18 height accuracy estimate available here.
 FH0941
 FH0941.Click photographs - Photos may exist for this station.
 FH0941
 FH0941.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH0941
 FH0941. The following values were computed from the NAD 83(1997) position.
 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     -   0.99989362  x   0.99993953  =   0.99983316
 FH0941!UTM  15      -   0.99989362  x   0.99970924  =   0.99960290
 FH0941
 FH0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV0584355408(NAD 83)
 FH0941
 FH0941                          SUPERSEDED SURVEY CONTROL
 FH0941
 FH0941  NAD 83(1993)-  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
 FH0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0941.See file dsdata.pdf to determine how the superseded data were derived.
 FH0941
 FH0941_MARKER: DR = REFERENCE MARK DISK
 FH0941_SETTING: 66 = SET IN ROCK OUTCROP
 FH0941_MARK LOGO: USGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FH0942 ***********************************************************************
 FH0942  DESIGNATION -  GOVERNMENT STA MK
 FH0942  PID         -  FH0942
 FH0942  STATE/COUNTY-  AR/CRAWFORD
 FH0942  COUNTRY     -  US
 FH0942  USGS QUAD   -  FERN (2017)
 FH0942
 FH0942                         *CURRENT SURVEY CONTROL
 FH0942  ______________________________________________________________________
 FH0942* NAD 83(1997) POSITION- 35 44 17.59514(N) 094 02 28.78195(W)   ADJUSTED
 FH0942* NAVD 88 ORTHO HEIGHT -   705.7   (meters)     2315.    (feet) VERTCON3
 FH0942  ______________________________________________________________________
 FH0942  GEOID HEIGHT    -        -28.306 (meters)                     GEOID18
 FH0942  LAPLACE CORR    -          2.71  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0942.GEOID18 height accuracy estimate available here.
 FH0942
 FH0942.Click photographs - Photos may exist for this station.
 FH0942
 FH0942.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH0942
 FH0942. The following values were computed from the NAD 83(1997) position.
 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     -   0.99989369  x   0.99993953  =   0.99983322
 FH0942!UTM  15      -   0.99989369  x   0.99970926  =   0.99960298
 FH0942
 FH0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV0583655413(NAD 83)
 FH0942
 FH0942                          SUPERSEDED SURVEY CONTROL
 FH0942
 FH0942  NAD 83(1993)-  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
 FH0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0942.See file dsdata.pdf to determine how the superseded data were derived.
 FH0942
 FH0942_MARKER: DD = SURVEY DISK
 FH0942_SETTING: 66 = SET IN ROCK OUTCROP
 FH0942_MARK LOGO: USGS
 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 = MARCH 20, 2026 22:17:28 EDT
 DO2627 ***********************************************************************
 DO2627  DESIGNATION -  GPS 15
 DO2627  PID         -  DO2627
 DO2627  STATE/COUNTY-  AR/CRAIGHEAD
 DO2627  COUNTRY     -  US
 DO2627  USGS QUAD   -  NEEDHAM (2017)
 DO2627
 DO2627                         *CURRENT SURVEY CONTROL
 DO2627  ______________________________________________________________________
 DO2627* NAD 83(1986) POSITION- 35 48 00.53   (N) 090 35 02.49   (W)   HD_HELD1
 DO2627* NAVD 88 ORTHO HEIGHT -    72.174 (meters)      236.79  (feet) ADJUSTED
 DO2627  ______________________________________________________________________
 DO2627  GEOID HEIGHT    -        -27.889 (meters)                     GEOID18
 DO2627  DYNAMIC HEIGHT  -         72.113 (meters)      236.59  (feet) COMP
 DO2627  MODELED GRAVITY -    979,780.2   (mgal)                       NAVD 88
 DO2627
 DO2627  VERT ORDER      -  FIRST     CLASS II
 DO2627
 DO2627.The horizontal coordinates were determined by differentially corrected
 DO2627.hand held GPS observations or other comparable positioning techniques
 DO2627.and have an estimated accuracy of +/- 3 meters.
 DO2627
 DO2627.The orthometric height was determined by differential leveling and
 DO2627.adjusted by the NATIONAL GEODETIC SURVEY
 DO2627.in February 2013.
 DO2627
 DO2627.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2627.GEOID18 height accuracy estimate available here.
 DO2627
 DO2627.Click photographs - Photos may exist for this station.
 DO2627
 DO2627.The dynamic height is computed by dividing the NAVD 88
 DO2627.geopotential number by the normal gravity value computed on the
 DO2627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2627.degrees latitude (g = 980.6199 gals.).
 DO2627
 DO2627.The modeled gravity was interpolated from observed gravity values.
 DO2627
 DO2627;                    North         East    Units  Estimated Accuracy
 DO2627;SPC AR N     -   163,651.8     527,979.2     MT  (+/- 3 meters HH1 GPS) 
 DO2627
 DO2627_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV1831464475(NAD 83)
 DO2627
 DO2627                          SUPERSEDED SURVEY CONTROL
 DO2627
 DO2627.No superseded survey control is available for this station.
 DO2627
 DO2627_MARKER: DB = BENCH MARK DISK
 DO2627_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DO2627_SP_SET: BRIDGE ABUTMENT
 DO2627_STAMPING: CITY OF JONESBORO GPS MONUMENT GRID 15
 DO2627_MARK LOGO: NONE
 DO2627_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2627_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO2627_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2627+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2010
 DO2627
 DO2627  HISTORY     - Date     Condition        Report By
 DO2627  HISTORY     - 20101201 MONUMENTED       ASSOEN
 DO2627
 DO2627                          STATION DESCRIPTION
 DO2627
 DO2627'DESCRIBED BY ASSOCIATED ENGINEERING 2010 (MPM)
 DO2627'THE MARK IS LOCATED ABOUT 7.3 MI (11.7 KM) EAST-SOUTHEAST OF
 DO2627'JONESBORO, 6.9 MI (11.1 KM) SOUTH OF BROOKLAND AND 3.2 MI (5.1 KM)
 DO2627'WEST-SOUTHWEST OF NEEDHAM.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DO2627'
 DO2627'TO REACH FROM THE INTERSECTION OF HIGHWAY 18 AND NESTLE WAY GO SOUTH
 DO2627'ON NESTLE WAY 1.50 MI (2.4 KM) TO THE MARK ON THE RIGHT.
 DO2627'
 DO2627'IT IS 34.40 FT (10.5 M) NORTH OF THE CENTERLINE OF A DITCH, 28.55 FT
 DO2627'(8.7 M) WEST-SOUTHWEST OF THE NORTHEAST CORNER OF A BRIDGE, 13.56 FT
 DO2627'(4.1 M) WEST OF THE CENTERLINE OF NESTLE WAY AND 4.33 FT (1.3 M)
 DO2627'SOUTHEAST OF A FIBERGLASS WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO2604 ***********************************************************************
 DO2604  DESIGNATION -  GPS 81
 DO2604  PID         -  DO2604
 DO2604  STATE/COUNTY-  AR/CRAIGHEAD
 DO2604  COUNTRY     -  US
 DO2604  USGS QUAD   -  JONESBORO (2017)
 DO2604
 DO2604                         *CURRENT SURVEY CONTROL
 DO2604  ______________________________________________________________________
 DO2604* NAD 83(1986) POSITION- 35 48 39.18   (N) 090 43 04.42   (W)   HD_HELD1
 DO2604* NAVD 88 ORTHO HEIGHT -   103.526 (meters)      339.65  (feet) ADJUSTED
 DO2604  ______________________________________________________________________
 DO2604  GEOID HEIGHT    -        -27.785 (meters)                     GEOID18
 DO2604  DYNAMIC HEIGHT  -        103.437 (meters)      339.36  (feet) COMP
 DO2604  MODELED GRAVITY -    979,779.7   (mgal)                       NAVD 88
 DO2604
 DO2604  VERT ORDER      -  FIRST     CLASS II
 DO2604
 DO2604.The horizontal coordinates were determined by differentially corrected
 DO2604.hand held GPS observations or other comparable positioning techniques
 DO2604.and have an estimated accuracy of +/- 3 meters.
 DO2604
 DO2604.The orthometric height was determined by differential leveling and
 DO2604.adjusted by the NATIONAL GEODETIC SURVEY
 DO2604.in February 2013.
 DO2604
 DO2604.No vertical observational check was made to the station.
 DO2604
 DO2604.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2604.GEOID18 height accuracy estimate available here.
 DO2604
 DO2604.Click photographs - Photos may exist for this station.
 DO2604
 DO2604.The dynamic height is computed by dividing the NAVD 88
 DO2604.geopotential number by the normal gravity value computed on the
 DO2604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2604.degrees latitude (g = 980.6199 gals.).
 DO2604
 DO2604.The modeled gravity was interpolated from observed gravity values.
 DO2604
 DO2604;                    North         East    Units  Estimated Accuracy
 DO2604;SPC AR N     -   164,677.1     515,864.9     MT  (+/- 3 meters HH1 GPS) 
 DO2604
 DO2604_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV0618865376(NAD 83)
 DO2604
 DO2604                          SUPERSEDED SURVEY CONTROL
 DO2604
 DO2604.No superseded survey control is available for this station.
 DO2604
 DO2604_MARKER: DB = BENCH MARK DISK
 DO2604_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DO2604_SP_SET: CURB
 DO2604_STAMPING: CITY OF JONESBORO 81 GPS MONUMENT GRID
 DO2604_MARK LOGO: NONE
 DO2604_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2604_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO2604_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2604+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2011
 DO2604
 DO2604  HISTORY     - Date     Condition        Report By
 DO2604  HISTORY     - 20110330 MONUMENTED       ASSOEN
 DO2604
 DO2604                          STATION DESCRIPTION
 DO2604
 DO2604'DESCRIBED BY ASSOCIATED ENGINEERING 2011 (MPM)
 DO2604'THE MARK IS LOCATED ABOUT 8.2 MI (13.2 KM) SOUTHEAST OF BONO, 5.5 MI
 DO2604'(8.8 KM) EAST-SOUTHEAST OF HERMAN AND 2.3 MI (3.7 KM) SOUTH-SOUTHWEST
 DO2604'OF JONESBORO.
 DO2604'
 DO2604'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DO2604'
 DO2604'TO REACH FROM THE INTERSECTION OF OF HIGHLAND AND SOUTHWEST DRIVE GO
 DO2604'SOUTHWEST ON SOUTHWEST DRIVE 1.0 MI (1.6 KM) TO THE MARK ON THE LEFT.
 DO2604'
 DO2604'IT IS 111.85 FT (34.1 M) SOUTH OF A DRAINAGE INLET, 65.40 FT (19.9 M)
 DO2604'SOUTHEAST OF A POWER LINE POLE, 39.05 FT (11.9 M) NORTHEAST OF A
 DO2604'TELEPHONE PEDESTAL, 32.00 FT (9.8 M) WEST-NORTHWEST OF THE CENTERLINE
 DO2604'OF SOUTHWEST DRIVE AND 23.63 FT (7.2 M) EAST OF A FIRE HYDRANT.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO2603 ***********************************************************************
 DO2603  DESIGNATION -  GPS 82
 DO2603  PID         -  DO2603
 DO2603  STATE/COUNTY-  AR/CRAIGHEAD
 DO2603  COUNTRY     -  US
 DO2603  USGS QUAD   -  JONESBORO (2017)
 DO2603
 DO2603                         *CURRENT SURVEY CONTROL
 DO2603  ______________________________________________________________________
 DO2603* NAD 83(1986) POSITION- 35 48 51.33   (N) 090 42 49.07   (W)   HD_HELD1
 DO2603* NAVD 88 ORTHO HEIGHT -    95.282 (meters)      312.60  (feet) ADJUSTED
 DO2603  ______________________________________________________________________
 DO2603  GEOID HEIGHT    -        -27.790 (meters)                     GEOID18
 DO2603  DYNAMIC HEIGHT  -         95.201 (meters)      312.34  (feet) COMP
 DO2603  MODELED GRAVITY -    979,779.8   (mgal)                       NAVD 88
 DO2603
 DO2603  VERT ORDER      -  FIRST     CLASS II
 DO2603
 DO2603.The horizontal coordinates were determined by differentially corrected
 DO2603.hand held GPS observations or other comparable positioning techniques
 DO2603.and have an estimated accuracy of +/- 3 meters.
 DO2603
 DO2603.The orthometric height was determined by differential leveling and
 DO2603.adjusted by the NATIONAL GEODETIC SURVEY
 DO2603.in February 2013.
 DO2603
 DO2603.No vertical observational check was made to the station.
 DO2603
 DO2603.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2603.GEOID18 height accuracy estimate available here.
 DO2603
 DO2603.Click photographs - Photos may exist for this station.
 DO2603
 DO2603.The dynamic height is computed by dividing the NAVD 88
 DO2603.geopotential number by the normal gravity value computed on the
 DO2603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2603.degrees latitude (g = 980.6199 gals.).
 DO2603
 DO2603.The modeled gravity was interpolated from observed gravity values.
 DO2603
 DO2603;                    North         East    Units  Estimated Accuracy
 DO2603;SPC AR N     -   165,056.5     516,245.4     MT  (+/- 3 meters HH1 GPS) 
 DO2603
 DO2603_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV0656465759(NAD 83)
 DO2603
 DO2603                          SUPERSEDED SURVEY CONTROL
 DO2603
 DO2603.No superseded survey control is available for this station.
 DO2603
 DO2603_MARKER: DB = BENCH MARK DISK
 DO2603_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DO2603_SP_SET: ISLAND
 DO2603_STAMPING: CITY OF JONESBORO 82 GPS MONUMENT GRID
 DO2603_MARK LOGO: NONE
 DO2603_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2603_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO2603_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2603+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2011
 DO2603
 DO2603  HISTORY     - Date     Condition        Report By
 DO2603  HISTORY     - 20110330 MONUMENTED       ASSOEN
 DO2603
 DO2603                          STATION DESCRIPTION
 DO2603
 DO2603'DESCRIBED BY ASSOCIATED ENGINEERING 2011 (MPM)
 DO2603'THE MARK IS LOCATED ABOUT 8.2 MI (13.2 KM) SOUTHEAST OF BONO, 5.6 MI
 DO2603'(9.0 KM) EAST-SOUTHEAST OF HERMAN AND 2.0 MI (3.2 KM) SOUTH-SOUTHWEST
 DO2603'OF JONESBORO.
 DO2603'
 DO2603'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DO2603'
 DO2603'TO REACH FROM THE INTERSECTION OF HIGHLAND DRIVE AND SOUTHWEST DRIVE
 DO2603'GO SOUTHWEST ON SOUTHWEST DRIVE 0.70 MI (1.1 KM) TO THE MARK ON THE
 DO2603'RIGHT.
 DO2603'
 DO2603'IT IS 87.80 FT (26.8 M) SOUTH OF A FIRE HYDRANT, 37.45 FT (11.4 M)
 DO2603'NORTHWEST OF THE CENTERLINE OF SOUTHWEST DRIVE, 22.25 FT (6.8 M) EAST
 DO2603'OF THE CENTERLINE OF SOUTH CULBERHOUSE STREET, 8.25 FT (2.5 M) NORTH
 DO2603'OF A SANITARY SEWER MANHOLE AND 8.15 FT (2.5 M) SOUTHEAST OF A TRAFFIC
 DO2603'LIGHT POLE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DF7968 ***********************************************************************
 DF7968  HT_MOD      -  This is a Height Modernization Survey Station.
 DF7968  DESIGNATION -  GR 33459115
 DF7968  PID         -  DF7968
 DF7968  STATE/COUNTY-  AR/DESHA
 DF7968  COUNTRY     -  US
 DF7968  USGS QUAD   -  MCARTHUR (2017)
 DF7968
 DF7968                         *CURRENT SURVEY CONTROL
 DF7968  ______________________________________________________________________
 DF7968* NAD 83(2011) POSITION- 33 44 56.93708(N) 091 15 17.49937(W)   ADJUSTED
 DF7968* NAD 83(2011) ELLIP HT-    25.145 (meters)        (09/15/17)   ADJUSTED
 DF7968* NAD 83(2011) EPOCH   -  2010.00
 DF7968* NAVD 88 ORTHO HEIGHT -    51.59  (meters)      169.3   (feet) GPS OBS
 DF7968  ______________________________________________________________________
 DF7968  GEOID HEIGHT    -        -26.406 (meters)                     GEOID18
 DF7968  NAD 83(2011) X  -   -116,260.884 (meters)                     COMP
 DF7968  NAD 83(2011) Y  - -5,307,514.713 (meters)                     COMP
 DF7968  NAD 83(2011) Z  -  3,523,359.071 (meters)                     COMP
 DF7968  LAPLACE CORR    -         -1.73  (seconds)                    DEFLEC18
 DF7968
 DF7968  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF7968  Standards:
 DF7968         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF7968            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF7968  -------------------------------------------------------------------
 DF7968  NETWORK    0.75   0.92           0.26   0.34   0.47      0.00195930
 DF7968  -------------------------------------------------------------------
 DF7968  Click here for local accuracies and other accuracy information.
 DF7968
 DF7968.The horizontal coordinates were established by GPS observations
 DF7968.and adjusted by the National Geodetic Survey in September 2017.
 DF7968
 DF7968.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF7968.been affixed to the stable North American tectonic plate. See 
 DF7968.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF7968
 DF7968.The horizontal coordinates are valid at the epoch date displayed above
 DF7968.which is a decimal equivalence of Year/Month/Day.
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF7968.GEOID18 height accuracy estimate available here.
 DF7968
 DF7968.Click photographs - Photos may exist for this station.
 DF7968
 DF7968.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7968
 DF7968.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF7968
 DF7968.The ellipsoidal height was determined by GPS observations
 DF7968.and is referenced to NAD 83.
 DF7968
 DF7968. The following values were computed from the NAD 83(2011) position.
 DF7968
 DF7968;                    North         East     Units Scale Factor Converg.
 DF7968;SPC AR S     -   520,311.778   469,035.817   MT  0.99993079   +0 25 01.4
 DF7968;SPC AR S     - 1,707,056.22  1,538,828.34   sFT  0.99993079   +0 25 01.4
 DF7968;UTM  15      - 3,735,710.561   661,641.633   MT  0.99992211   +0 58 11.0
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT6164135710(NAD 83)
 DF7968
 DF7968                          SUPERSEDED SURVEY CONTROL
 DF7968
 DF7968  NAD 83(2011)-  33 44 56.93643(N)    091 15 17.49908(W) AD(2010.00) 0
 DF7968  ELLIP H (08/11/14)   25.135  (m)                       GP(2010.00)    
 DF7968  NAD 83(2011)-  33 44 56.93963(N)    091 15 17.49779(W) AD(2010.00) 0
 DF7968  ELLIP H (06/27/12)   25.162  (m)                       GP(2010.00)    
 DF7968  NAD 83(2007)-  33 44 56.93945(N)    091 15 17.49863(W) AD(2002.00) 0
 DF7968  ELLIP H (02/10/07)   25.185  (m)                       GP(2002.00)    
 DF7968  ELLIP H (03/17/04)   25.166  (m)                       GP(       ) 4 2
 DF7968  NAD 83(1997)-  33 44 56.93920(N)    091 15 17.49801(W) AD(       ) B
 DF7968  ELLIP H (09/08/03)   25.204  (m)                       GP(       ) 4 1
 DF7968  NAVD 88 (08/11/14)   51.5    (m)  GEOID12A model used  GPS OBS        
 DF7968  NAVD 88 (03/22/05)   51.63   (m)  GEOID03  model used  GPS OBS        
 DF7968  NAVD 88 (03/17/04)   51.58   (m)  G99SSS   model used  GPS OBS        
 DF7968
 DF7968.Superseded values are not recommended for survey control.
 DF7968
 DF7968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7968.See file dsdata.pdf to determine how the superseded data were derived.
 DF7968
 DF7968_MARKER: F = FLANGE-ENCASED ROD
 DF7968_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DF7968_STAMPING: GR33459115 2002
 DF7968_MARK LOGO: USACE
 DF7968_PROJECTION: FLUSH
 DF7968_MAGNETIC: I = MARKER IS A STEEL ROD
 DF7968_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF7968_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7968+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2012
 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  HISTORY     - 20121128 POOR             JMSM
 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.
 DF7968'
 DF7968'TO REACH THE MARK FROM THE U.S. HIGHWAYS 65/165 AND ARKANSAS STATE
 DF7968'HIGHWAY 1 OVERPASS IN NORTHEAST MCGEHEE, ARKANSAS, PROCEED NORTHEAST
 DF7968'ALONG ARKANSAS STATE HIGHWAY 1 FOR 9.0 MILES (14.5 KILOMETERS) TO ITS
 DF7968'JUNCTION WITH ARKANSAS STATE HIGHWAY 4. CONTINUE NORTHEAST ALONG
 DF7968'ARKANSAS STATE HIGHWAY 1 FOR 2.2 MILES (3.5 KILOMETERS) TO ITS
 DF7968'INTERSECTION WITH COOKS RAMP ROAD ON THE RIGHT IN THE COMMUNITY OF
 DF7968'ROWHER, ARKANSAS.  TURN RIGHT AND PROCEED EAST ALONG COOKS RAMP ROAD
 DF7968'FOR 0.1 MILES (0.2 KILOMETERS) TO ITS JUNCTION WITH ROWHER LANE ON THE
 DF7968'RIGHT AT A 90 DEGREE CURVE. PROCEED EAST ALONG ROWHER LANE FOR 1.5
 DF7968'MILES (2.4 KILOMETERS) TO THE TOP OF THE MISSISSIPPI RIVER LEVEE. TURN
 DF7968'RIGHT AND PROCEED SOUTHWEST ALONG THE TOP OF THE LEVEE ROAD FOR 0.4
 DF7968'MILES (0.6 KILOMETERS) TO A CURVE IN THE LEVEE TO THE LEFT AND THE
 DF7968'MARK ON THE RIGHT.
 DF7968'
 DF7968'MARK IS LOCATED 27.0 FEET (8.2 METERS) WEST OF THE CENTERLINE OF THE
 DF7968'GRAVEL ROAD ON TOP OF THE LEVEE, 176.0 FEET (53.6 METERS) EAST OF A 30
 DF7968'INCH PECAN TREE AT THE WEST TOE OF THE LEVEE AND 2.0 FEET (0.6 METERS)
 DF7968'SOUTHEAST OF A CARSONITE WITNESS POST. A STAINLESS STEEL ROD WITH A
 DF7968'DRILLED DATUM POINT ENCASED IN 1 INCH PVC UNDER AN ACCESS COVER
 DF7968'STAMPED--GR 33459115 2002--.  MARK IS RECESSED 10 CENTIMETERS UNDER
 DF7968'ACCESS COVER.  SECTION 13, TOWNSHIP 11 SOUTH, RANGE 2 WEST.
 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, AR., 30 MILES WEST OF CLEVELAND,
 DF7968'MISSISSIPPI, 27 MILES NORTHWEST OF GREENVILLE, MISSISSIPPI, AND 29
 DF7968'MILES NORTH OF LAKE VILLAGE, ARKANSAS
 DF7968'
 DF7968'OWNERSHIP IS BY USCE
 DF7968'
 DF7968'TO REACH THE STATION FROM THE MCGEHEE, AR., FROM THE INTERSECTION OF
 DF7968'U.S. ROUTE 278 AND STATE ROUTE 1, PROCEED 9 MILES NORTHEASTERLYON
 DF7968'STATE ROUTE 1 TO THE INTERSECTION OF STATE ROUTE 4, CONTINUE ON STATE
 DF7968'ROUTE 1 FOR ANOTHER 2.2 MILES TO ITS INTERSECTION WITH COOKS RAMP RD.
 DF7968'IN THE SMALL COMMUNITY OF ROHWER, TURN RIGHT ON COOKS RAMP RD. AND
 DF7968'PROCEED EASTERLY 0.10 MILES TO ROHWER LANE ROAD,PROCEED EASTERLY ON
 DF7968'ROHWER LANE RD. FOR 1.45 MILES TO THE TOP OF THE MISSISSIPPI RIVER
 DF7968'LEVEE.  PROCEED 0.4 MILES SOUTHERLY ALONG THE TOP OF THE LEVEE TO THE
 DF7968'STATION ON THE RIGHT.
 DF7968'
 DF7968'THE STATION IS LOCATED 27 FEET EAST OF THE CENTERLINE OF THE
 DF7968'MISSISSIPPI RIVER LEVEE (LEVEE ROAD) AT LEVEE STATION 115+00, IT IS
 DF7968'1.5 FEET EAST OF A WITNESS POST.  THE STATION IS LOCATED WHERE THE
 DF7968'LEVEE CURVES. THE STATION IS A 1/2 INCH COPPER CLAD STEEL ROD ON THE
 DF7968'LANDSIDE CROWN OF THE LEVEE, IT IS ENCLOSED IN AN ALUMINUM SLEEVE WITH
 DF7968'A HINGED ACCESS COVER.
 DF7968
 DF7968                          STATION RECOVERY (2012)
 DF7968
 DF7968'RECOVERY NOTE BY JOHNSON-MCADAMS SURVEYING AND MAPPING 2012 (JFF)
 DF7968'MARK APPEARS TO BE DISTURBED. ROD IS SLIGHTLY BENT OVER.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DF7967 ***********************************************************************
 DF7967  HT_MOD      -  This is a Height Modernization Survey Station.
 DF7967  DESIGNATION -  GR 34009100
 DF7967  PID         -  DF7967
 DF7967  STATE/COUNTY-  AR/DESHA
 DF7967  COUNTRY     -  US
 DF7967  USGS QUAD   -  LACONIA (2017)
 DF7967
 DF7967                         *CURRENT SURVEY CONTROL
 DF7967  ______________________________________________________________________
 DF7967* NAD 83(2011) POSITION- 34 01 44.67734(N) 090 59 58.16162(W)   ADJUSTED
 DF7967* NAD 83(2011) ELLIP HT-    20.780 (meters)        (06/27/12)   ADJUSTED
 DF7967* NAD 83(2011) EPOCH   -  2010.00
 DF7967* NAVD 88 ORTHO HEIGHT -    47.31  (meters)      155.2   (feet) GPS OBS
 DF7967  ______________________________________________________________________
 DF7967  GEOID HEIGHT    -        -26.535 (meters)                     GEOID18
 DF7967  NAD 83(2011) X  -    -92,301.754 (meters)                     COMP
 DF7967  NAD 83(2011) Y  - -5,290,666.218 (meters)                     COMP
 DF7967  NAD 83(2011) Z  -  3,549,131.631 (meters)                     COMP
 DF7967  LAPLACE CORR    -         -0.74  (seconds)                    DEFLEC18
 DF7967
 DF7967  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF7967  Standards:
 DF7967         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF7967            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF7967  -------------------------------------------------------------------
 DF7967  NETWORK    0.74   0.67           0.32   0.28   0.34     -0.00277760
 DF7967  -------------------------------------------------------------------
 DF7967  Click here for local accuracies and other accuracy information.
 DF7967
 DF7967.The horizontal coordinates were established by GPS observations
 DF7967.and adjusted by the National Geodetic Survey in June 2012.
 DF7967
 DF7967.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF7967.been affixed to the stable North American tectonic plate. See 
 DF7967.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF7967
 DF7967.The horizontal coordinates are valid at the epoch date displayed above
 DF7967.which is a decimal equivalence of Year/Month/Day.
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF7967.GEOID18 height accuracy estimate available here.
 DF7967
 DF7967.Click photographs - Photos may exist for this station.
 DF7967
 DF7967.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7967
 DF7967.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF7967
 DF7967.The ellipsoidal height was determined by GPS observations
 DF7967.and is referenced to NAD 83.
 DF7967
 DF7967. The following values were computed from the NAD 83(2011) position.
 DF7967
 DF7967;                    North         East     Units Scale Factor Converg.
 DF7967;SPC AR S     -   551,559.325   492,391.453   MT  0.99991847   +0 33 35.9
 DF7967;SPC AR S     - 1,809,574.22  1,615,454.29   sFT  0.99991847   +0 33 35.9
 DF7967;UTM  15      - 3,767,184.814   684,693.989   MT  1.00002052   +1 07 11.4
 DF7967
 DF7967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7967!SPC AR S     -   0.99999674  x   0.99991847  =   0.99991521
 DF7967!UTM  15      -   0.99999674  x   1.00002052  =   1.00001726
 DF7967
 DF7967_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT8469367184(NAD 83)
 DF7967
 DF7967                          SUPERSEDED SURVEY CONTROL
 DF7967
 DF7967  NAD 83(2007)-  34 01 44.67727(N)    090 59 58.16253(W) AD(2002.00) 0
 DF7967  ELLIP H (02/10/07)   20.802  (m)                       GP(2002.00)    
 DF7967  NAD 83(1997)-  34 01 44.67692(N)    090 59 58.16178(W) AD(       ) B
 DF7967  ELLIP H (09/08/03)   20.799  (m)                       GP(       ) 4 1
 DF7967  NAVD 88 (03/22/05)   47.32   (m)  GEOID03  model used  GPS OBS        
 DF7967  NAVD 88 (04/05/04)   47.30   (m)  GEOID99  model used  GPS OBS        
 DF7967
 DF7967.Superseded values are not recommended for survey control.
 DF7967
 DF7967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7967.See file dsdata.pdf to determine how the superseded data were derived.
 DF7967
 DF7967_MARKER: F = FLANGE-ENCASED ROD
 DF7967_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DF7967_STAMPING: GR 34009100 2002
 DF7967_MARK LOGO: USACE
 DF7967_PROJECTION: FLUSH
 DF7967_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF7967_STABILITY: B = PROBABLY HOLD 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  HISTORY     - 20071024 POOR             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 MISSISSIPPI RIVER LEVEE.
 DF7967'
 DF7967'TO REACH THE MARK FROM THE INTERSECTION OF ARKANSAS STATE HIGHWAY 20
 DF7967'AND ARKANSAS STATE HIGHWAY 85 IN ELAINE, ARKANSAS, PROCEED SOUTH ALONG
 DF7967'ARKANSAS STATE HIGHWAY 85 FOR 20.9 MILES (33.6 KILOMETERS) TO A POINT
 DF7967'WHERE ARKANSAS STATE HIGHWAY 85 TURNS RIGHT (WEST)  NICKEY ROAD IS TO
 DF7967'THE LEFT (EAST) AND LACONIA CIRCLE ROAD PROCEEDS SOUTH. PROCEED SOUTH
 DF7967'ALONG LACONIA CIRLCE ROAD FOR 2.5 MILES (4.0 KILOMETERS) TO A GRAVEL
 DF7967'ROAD ON THE LEFT WITH A LOCKED METAL GATE THAT LEADS TO THE
 DF7967'MISSISSIPPI RIVER LEVEE AND THE MARK ON THE LEFT.
 DF7967'
 DF7967'MARK IS LOCATED 26.0 FEET (7.9 METERS) SOUTH OF LACONIA CIRCLE ROAD,
 DF7967'17.5 FEET (5.3 METERS) WEST OF A GRAVEL ROAD LEADING TO LOCKED GATE,
 DF7967'133.0 FEET (40.5 METERS) NORTH OF THE NORTHWEST WOODEN POST FOR GATE
 DF7967'AND 2.0 FEET (0.6 METERS) NORTHEAST OF A CARSONITE WITNESS POST. A
 DF7967'STAINLESS STEEL ROD WITH A DRILLED DATUM POINT ENCASED IN 1 INCH PVC
 DF7967'UNDER AN ACCESS COVER STAMPED GR 34009100 2002. MARK IS RECESSED 8
 DF7967'CENTIMETERS UNDER ACCESS COVER.  SECTION 3, TOWNSHIP 8 SOUTH, RANGE 1
 DF7967'EAST.
 DF7967
 DF7967                          STATION RECOVERY (2007)
 DF7967
 DF7967'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2007 (KB)
 DF7967'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DF7966 ***********************************************************************
 DF7966  HT_MOD      -  This is a Height Modernization Survey Station.
 DF7966  DESIGNATION -  GR 34009130
 DF7966  PID         -  DF7966
 DF7966  STATE/COUNTY-  AR/LINCOLN
 DF7966  COUNTRY     -  US
 DF7966  USGS QUAD   -  GILLETT (2017)
 DF7966
 DF7966                         *CURRENT SURVEY CONTROL
 DF7966  ______________________________________________________________________
 DF7966* NAD 83(2011) POSITION- 34 00 06.87994(N) 091 29 45.66591(W)   ADJUSTED
 DF7966* NAD 83(2011) ELLIP HT-    24.953 (meters)        (06/27/12)   ADJUSTED
 DF7966* NAD 83(2011) EPOCH   -  2010.00
 DF7966* NAVD 88 ORTHO HEIGHT -    51.00  (meters)      167.3   (feet) GPS OBS
 DF7966  ______________________________________________________________________
 DF7966  GEOID HEIGHT    -        -26.050 (meters)                     GEOID18
 DF7966  NAD 83(2011) X  -   -138,191.073 (meters)                     COMP
 DF7966  NAD 83(2011) Y  - -5,291,356.261 (meters)                     COMP
 DF7966  NAD 83(2011) Z  -  3,546,636.258 (meters)                     COMP
 DF7966  LAPLACE CORR    -         -1.05  (seconds)                    DEFLEC18
 DF7966
 DF7966  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF7966  Standards:
 DF7966         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF7966            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF7966  -------------------------------------------------------------------
 DF7966  NETWORK    0.92   1.35           0.40   0.35   0.69      0.00055524
 DF7966  -------------------------------------------------------------------
 DF7966  Click here for local accuracies and other accuracy information.
 DF7966
 DF7966.The horizontal coordinates were established by GPS observations
 DF7966.and adjusted by the National Geodetic Survey in June 2012.
 DF7966
 DF7966.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF7966.been affixed to the stable North American tectonic plate. See 
 DF7966.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF7966
 DF7966.The horizontal coordinates are valid at the epoch date displayed above
 DF7966.which is a decimal equivalence of Year/Month/Day.
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF7966.GEOID18 height accuracy estimate available here.
 DF7966
 DF7966.Click photographs - Photos may exist for this station.
 DF7966
 DF7966.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7966
 DF7966.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF7966
 DF7966.The ellipsoidal height was determined by GPS observations
 DF7966.and is referenced to NAD 83.
 DF7966
 DF7966. The following values were computed from the NAD 83(2011) position.
 DF7966
 DF7966;                    North         East     Units Scale Factor Converg.
 DF7966;SPC AR S     -   548,209.355   446,555.221   MT  0.99991863   +0 16 55.5
 DF7966;SPC AR S     - 1,798,583.53  1,465,073.25   sFT  0.99991863   +0 16 55.5
 DF7966;UTM  15      - 3,763,387.432   638,892.362   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT3889263387(NAD 83)
 DF7966
 DF7966                          SUPERSEDED SURVEY CONTROL
 DF7966
 DF7966  NAD 83(2007)-  34 00 06.87991(N)    091 29 45.66689(W) AD(2002.00) 0
 DF7966  ELLIP H (02/10/07)   24.973  (m)                       GP(2002.00)    
 DF7966  NAD 83(1997)-  34 00 06.87969(N)    091 29 45.66620(W) AD(       ) B
 DF7966  ELLIP H (09/08/03)   24.981  (m)                       GP(       ) 4 1
 DF7966  NAVD 88 (03/22/05)   51.11   (m)  GEOID03  model used  GPS OBS        
 DF7966  NAVD 88 (04/05/04)   50.99   (m)  GEOID99  model used  GPS OBS        
 DF7966
 DF7966.Superseded values are not recommended for survey control.
 DF7966
 DF7966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7966.See file dsdata.pdf to determine how the superseded data were derived.
 DF7966
 DF7966_MARKER: F = FLANGE-ENCASED ROD
 DF7966_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DF7966_STAMPING: GR 34009130 2002
 DF7966_MARK LOGO: USACE
 DF7966_PROJECTION: FLUSH
 DF7966_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF7966_STABILITY: B = PROBABLY HOLD 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.
 DF7966'
 DF7966'TO REACH MARK FROM THE JUNCTION OF U.S. HIGHWAY 65 AND ARKANSAS STATE
 DF7966'HIGHWAY 114 ON THE NORTH SIDE OF GOULD, ARKANSAS, PROCEED
 DF7966'NORTHEASTERLY ALONG ARKANSAS STATE HIGHWAY 114 FOR 1.5 MILES (2.4
 DF7966'KILOMETERS) TO ITS JUNCTION WITH LINCOLN COUNTY ROAD 62 ON THE RIGHT.
 DF7966'TURN RIGHT AND PROCEED EAST ALONG LINCOLN COUNTY ROAD 62 FOR 3.35
 DF7966'MILES (5.4 KILOMETERS) AND THE MARK ON THE LEFT.
 DF7966'
 DF7966'MARK IS LOCATED 20.5 FEET (6.2 METERS) NORTHEAST OF THE CENTERLINE OF
 DF7966'COUNTY ROAD 62, 80.0 FEET (24.4 METERS) SOUTHEAST OF A WELL HAND, 81.0
 DF7966'MILES (24.7 METERS) NORTH OF A POWER POLE AND 2.0 FEET (0.6 METERS)
 DF7966'SOUTHWEST OF A CARSONITE WITNESS POST. A STAINLESS STEEL ROD WITH A
 DF7966'DRILLED DATUM POINT ENCASED IN 1 INCH PVC UNDER AN ACCESS COVER
 DF7966'STAMPED GR 34009130 2002. MARK IS RECESSED 6 CENTIMETERS UNDER ACCESS
 DF7966'COVER.  SECTION 28, TOWNSHIP 8 SOUTH, RANGE 4 WEST.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DF7962 ***********************************************************************
 DF7962  HT_MOD      -  This is a Height Modernization Survey Station.
 DF7962  DESIGNATION -  GR 34309100
 DF7962  PID         -  DF7962
 DF7962  STATE/COUNTY-  AR/PHILLIPS
 DF7962  COUNTRY     -  US
 DF7962  USGS QUAD   -  MARVELL (2017)
 DF7962
 DF7962                         *CURRENT SURVEY CONTROL
 DF7962  ______________________________________________________________________
 DF7962* NAD 83(2011) POSITION- 34 30 24.47703(N) 090 59 32.26703(W)   ADJUSTED
 DF7962* NAD 83(2011) ELLIP HT-    26.663 (meters)        (06/27/12)   ADJUSTED
 DF7962* NAD 83(2011) EPOCH   -  2010.00
 DF7962* NAVD 88 ORTHO HEIGHT -    53.54  (meters)      175.7   (feet) GPS OBS
 DF7962  ______________________________________________________________________
 DF7962  GEOID HEIGHT    -        -26.883 (meters)                     GEOID18
 DF7962  NAD 83(2011) X  -    -91,120.908 (meters)                     COMP
 DF7962  NAD 83(2011) Y  - -5,260,848.978 (meters)                     COMP
 DF7962  NAD 83(2011) Z  -  3,592,928.611 (meters)                     COMP
 DF7962  LAPLACE CORR    -         -1.13  (seconds)                    DEFLEC18
 DF7962
 DF7962  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF7962  Standards:
 DF7962         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF7962            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF7962  -------------------------------------------------------------------
 DF7962  NETWORK    0.87   1.31           0.37   0.34   0.67     -0.00778631
 DF7962  -------------------------------------------------------------------
 DF7962  Click here for local accuracies and other accuracy information.
 DF7962
 DF7962.The horizontal coordinates were established by GPS observations
 DF7962.and adjusted by the National Geodetic Survey in June 2012.
 DF7962
 DF7962.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF7962.been affixed to the stable North American tectonic plate. See 
 DF7962.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF7962
 DF7962.The horizontal coordinates are valid at the epoch date displayed above
 DF7962.which is a decimal equivalence of Year/Month/Day.
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF7962.GEOID18 height accuracy estimate available here.
 DF7962
 DF7962.Click photographs - Photos may exist for this station.
 DF7962
 DF7962.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7962
 DF7962.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF7962
 DF7962.The ellipsoidal height was determined by GPS observations
 DF7962.and is referenced to NAD 83.
 DF7962
 DF7962. The following values were computed from the NAD 83(2011) position.
 DF7962
 DF7962;                    North         East     Units Scale Factor Converg.
 DF7962;SPC AR S     -   604,551.940   492,534.063   MT  0.99995236   +0 33 50.4
 DF7962;SPC AR S     - 1,983,434.16  1,615,922.17   sFT  0.99995236   +0 33 50.4
 DF7962;UTM  15      - 3,820,181.017   684,312.363   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU8431220181(NAD 83)
 DF7962
 DF7962                          SUPERSEDED SURVEY CONTROL
 DF7962
 DF7962  NAD 83(2007)-  34 30 24.47703(N)    090 59 32.26804(W) AD(2002.00) 0
 DF7962  ELLIP H (02/10/07)   26.680  (m)                       GP(2002.00)    
 DF7962  NAD 83(1997)-  34 30 24.47675(N)    090 59 32.26751(W) AD(       ) B
 DF7962  ELLIP H (09/08/03)   26.681  (m)                       GP(       ) 4 1
 DF7962  NAVD 88 (03/22/05)   53.68   (m)  GEOID03  model used  GPS OBS        
 DF7962  NAVD 88 (04/05/04)   53.54   (m)  GEOID99  model used  GPS OBS        
 DF7962
 DF7962.Superseded values are not recommended for survey control.
 DF7962
 DF7962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7962.See file dsdata.pdf to determine how the superseded data were derived.
 DF7962
 DF7962_MARKER: F = FLANGE-ENCASED ROD
 DF7962_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DF7962_STAMPING: GR 34309100 2002
 DF7962_MARK LOGO: USACE
 DF7962_PROJECTION: FLUSH
 DF7962_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF7962_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF7962_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7962+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2010
 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  HISTORY     - 20100217 GOOD             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.
 DF7962'
 DF7962'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 49 AND ARKANSAS
 DF7962'STATE HIGHWAY 1 ON THE WEST SIDE OF MARVELL, ARKANSAS, PROCEED
 DF7962'SOUTHWEST ALONG ARKANSAS STATE HIGHWAY 1 FOR 4.4 MILES (7.1
 DF7962'KILOMETERS) TO ITS INTERSECTION WITH PHILLIPS COUNTY ROAD 604. TURN
 DF7962'RIGHT AND PROCEED WEST ALONG PHILLIPS COUNTY ROAD 604 FOR 1.15 MILES
 DF7962'(1.9 KILOMETERS) TO ITS INTERSECTION WITH PHILLIPS COUNTY ROAD 631 AT
 DF7962'MOUNT SHELBY CHURCH.  TURN LEFT AND PROCEED SOUTH ALONG PHILLIPS
 DF7962'COUNTY ROAD 631 FOR 0.4 MILES (0.6 KILOMETERS) TO MOUNT SHELBY
 DF7962'CEMETERY AND THE MARK ALONG THE WEST FENCE LINE OF MOUNT SHELBY
 DF7962'CEMETERY.
 DF7962'
 DF7962'MARK IS LOCATED 196.0 FEET (59.7 METERS) SOUTH OF THE NORTH-WEST FENCE
 DF7962'CORNER POST, 119.5 FEET (36.4 METERS) NORTH OF THE SOUTHWEST FENCE
 DF7962'CORNER POST AND 2.0 FEET (0.6 METERS) EAST OF THE FENCE AND CARSONITE
 DF7962'WITNESS POST. A STAINLESS STEEL ROD WITH A DRILLED DATUM POINT ENCASED
 DF7962'IN 1 INCH PVC UNDER AN ACCESS COVER STAMPED GR 34309100 2002. MARK IS
 DF7962'RECESSED 5 CENTIMETERS BELOW ACCESS COVER.  SECTION 22, TOWNSHIP 2
 DF7962'SOUTH, RANGE 1 EAST.
 DF7962
 DF7962                          STATION RECOVERY (2010)
 DF7962
 DF7962'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2010 (POP)
 DF7962'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DF7961 ***********************************************************************
 DF7961  HT_MOD      -  This is a Height Modernization Survey Station.
 DF7961  DESIGNATION -  GR 34309130
 DF7961  PID         -  DF7961
 DF7961  STATE/COUNTY-  AR/ARKANSAS
 DF7961  COUNTRY     -  US
 DF7961  USGS QUAD   -  ULM (2017)
 DF7961
 DF7961                         *CURRENT SURVEY CONTROL
 DF7961  ______________________________________________________________________
 DF7961* NAD 83(2011) POSITION- 34 30 24.99201(N) 091 29 50.61924(W)   ADJUSTED
 DF7961* NAD 83(2011) ELLIP HT-    37.486 (meters)        (06/27/12)   ADJUSTED
 DF7961* NAD 83(2011) EPOCH   -  2010.00
 DF7961* NAVD 88 ORTHO HEIGHT -    64.10  (meters)      210.3   (feet) GPS OBS
 DF7961  ______________________________________________________________________
 DF7961  GEOID HEIGHT    -        -26.613 (meters)                     GEOID18
 DF7961  NAD 83(2011) X  -   -137,494.412 (meters)                     COMP
 DF7961  NAD 83(2011) Y  - -5,259,841.208 (meters)                     COMP
 DF7961  NAD 83(2011) Z  -  3,592,947.819 (meters)                     COMP
 DF7961  LAPLACE CORR    -         -0.83  (seconds)                    DEFLEC18
 DF7961
 DF7961  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF7961  Standards:
 DF7961         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF7961            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF7961  -------------------------------------------------------------------
 DF7961  NETWORK    0.78   1.18           0.35   0.28   0.60      0.01878976
 DF7961  -------------------------------------------------------------------
 DF7961  Click here for local accuracies and other accuracy information.
 DF7961
 DF7961.The horizontal coordinates were established by GPS observations
 DF7961.and adjusted by the National Geodetic Survey in June 2012.
 DF7961
 DF7961.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF7961.been affixed to the stable North American tectonic plate. See 
 DF7961.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF7961
 DF7961.The horizontal coordinates are valid at the epoch date displayed above
 DF7961.which is a decimal equivalence of Year/Month/Day.
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF7961.GEOID18 height accuracy estimate available here.
 DF7961
 DF7961.Click photographs - Photos may exist for this station.
 DF7961
 DF7961.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7961
 DF7961.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF7961
 DF7961.The ellipsoidal height was determined by GPS observations
 DF7961.and is referenced to NAD 83.
 DF7961
 DF7961. The following values were computed from the NAD 83(2011) position.
 DF7961
 DF7961;                    North         East     Units Scale Factor Converg.
 DF7961;SPC AR S     -   604,225.665   446,153.094   MT  0.99995238   +0 16 52.7
 DF7961;SPC AR S     - 1,982,363.70  1,463,753.94   sFT  0.99995238   +0 16 52.7
 DF7961;UTM  15      - 3,819,391.857   637,938.361   MT  0.99983453   +0 51 04.9
 DF7961
 DF7961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7961!SPC AR S     -   0.99999412  x   0.99995238  =   0.99994650
 DF7961!UTM  15      -   0.99999412  x   0.99983453  =   0.99982865
 DF7961
 DF7961_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU3793819391(NAD 83)
 DF7961
 DF7961                          SUPERSEDED SURVEY CONTROL
 DF7961
 DF7961  NAD 83(2007)-  34 30 24.99203(N)    091 29 50.62027(W) AD(2002.00) 0
 DF7961  ELLIP H (02/10/07)   37.509  (m)                       GP(2002.00)    
 DF7961  NAD 83(1997)-  34 30 24.99187(N)    091 29 50.61973(W) AD(       ) B
 DF7961  ELLIP H (09/08/03)   37.505  (m)                       GP(       ) 4 1
 DF7961  NAVD 88 (03/22/05)   64.13   (m)  GEOID03  model used  GPS OBS        
 DF7961  NAVD 88 (04/05/04)   64.09   (m)  GEOID99  model used  GPS OBS        
 DF7961
 DF7961.Superseded values are not recommended for survey control.
 DF7961
 DF7961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7961.See file dsdata.pdf to determine how the superseded data were derived.
 DF7961
 DF7961_MARKER: F = FLANGE-ENCASED ROD
 DF7961_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DF7961_STAMPING: GR 34309130 2002
 DF7961_MARK LOGO: USACE
 DF7961_PROJECTION: FLUSH
 DF7961_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF7961_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF7961_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7961+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2010
 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  HISTORY     - 20100216 GOOD             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.
 DF7961'
 DF7961'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 79 AND ARKANSAS
 DF7961'STATE HIGHWAY 146, 2.0 MILES (3.2 KILOMETERS) NORTHEAST OF STUTTGART,
 DF7961'ARKANSAS, PROCEED EAST ALONG ARKANSAS STATE HIGHWAY 146 FOR 2.3 MILES
 DF7961'(3.7 KILOMETERS) TO ITS INTERSECTION WITH NORTH YODER ROAD.  TURN
 DF7961'RIGHT AND PROCEED SOUTH ALONG NORTH YODER ROAD FOR 1.0 MILE (1.6
 DF7961'KILOMETERS) TO ITS INTERSECTION WITH HARTZ SEED ROAD. TURN RIGHT AND
 DF7961'PROCEED WEST ALONG HARTZ SEED ROAD FOR 0.55 MILES (0.9 KILOMETERS) AND
 DF7961'THE MARK ON THE LEFT.
 DF7961'
 DF7961'MARK IS LOCATED 130.5 FEET (39.8 METERS) SOUTH OF CENTERLINE OF HARTZ
 DF7961'SEED ROAD 108.6 FEET (33.1 METERS) SOUTHEAST OF THE SOUTHEAST CORNER
 DF7961'OF AN ABANDONED FRAME HOUSE, 28.0 FEET (8.5 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 CARSONITE WITNESS POST. A STAINLESS STEEL ROD WITH
 DF7961'A DRILLED DATUM POINT ENCASED IN 1 INCH PVC UNDER AN ACCESS COVER
 DF7961'STAMPED GR 34309130 2002. MARK IS RECESSED 7 CENTIMETERS BELOW ACCESS
 DF7961'COVER.  SECTION 24, TOWNSHIP 2 SOUTH, RANGE 5 WEST.
 DF7961
 DF7961                          STATION RECOVERY (2010)
 DF7961
 DF7961'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2010 (TS)
 DF7961'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DF7960 ***********************************************************************
 DF7960  HT_MOD      -  This is a Height Modernization Survey Station.
 DF7960  DESIGNATION -  GR 34309200
 DF7960  PID         -  DF7960
 DF7960  STATE/COUNTY-  AR/LONOKE
 DF7960  COUNTRY     -  US
 DF7960  USGS QUAD   -  SHERRILL (2017)
 DF7960
 DF7960                         *CURRENT SURVEY CONTROL
 DF7960  ______________________________________________________________________
 DF7960* NAD 83(2011) POSITION- 34 29 58.82882(N) 091 59 34.37967(W)   ADJUSTED
 DF7960* NAD 83(2011) ELLIP HT-    40.765 (meters)        (06/27/12)   ADJUSTED
 DF7960* NAD 83(2011) EPOCH   -  2010.00
 DF7960* NAVD 88 ORTHO HEIGHT -    67.00  (meters)      219.8   (feet) GPS OBS
 DF7960  ______________________________________________________________________
 DF7960  GEOID HEIGHT    -        -26.235 (meters)                     GEOID18
 DF7960  NAD 83(2011) X  -   -182,991.337 (meters)                     COMP
 DF7960  NAD 83(2011) Y  - -5,258,914.604 (meters)                     COMP
 DF7960  NAD 83(2011) Z  -  3,592,285.288 (meters)                     COMP
 DF7960  LAPLACE CORR    -         -0.82  (seconds)                    DEFLEC18
 DF7960
 DF7960  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF7960  Standards:
 DF7960         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF7960            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF7960  -------------------------------------------------------------------
 DF7960  NETWORK    0.92   1.31           0.38   0.37   0.67      0.06391659
 DF7960  -------------------------------------------------------------------
 DF7960  Click here for local accuracies and other accuracy information.
 DF7960
 DF7960.The horizontal coordinates were established by GPS observations
 DF7960.and adjusted by the National Geodetic Survey in June 2012.
 DF7960
 DF7960.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF7960.been affixed to the stable North American tectonic plate. See 
 DF7960.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF7960
 DF7960.The horizontal coordinates are valid at the epoch date displayed above
 DF7960.which is a decimal equivalence of Year/Month/Day.
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF7960.GEOID18 height accuracy estimate available here.
 DF7960
 DF7960.Click photographs - Photos may exist for this station.
 DF7960
 DF7960.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7960
 DF7960.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF7960
 DF7960.The ellipsoidal height was determined by GPS observations
 DF7960.and is referenced to NAD 83.
 DF7960
 DF7960. The following values were computed from the NAD 83(2011) position.
 DF7960
 DF7960;                    North         East     Units Scale Factor Converg.
 DF7960;SPC AR S     -   603,306.227   400,653.574   MT  0.99995135   +0 00 14.3
 DF7960;SPC AR S     - 1,979,347.18  1,314,477.60   sFT  0.99995135   +0 00 14.3
 DF7960;UTM  15      - 3,818,021.458   592,458.667   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU9245818021(NAD 83)
 DF7960
 DF7960                          SUPERSEDED SURVEY CONTROL
 DF7960
 DF7960  NAD 83(2007)-  34 29 58.82882(N)    091 59 34.38069(W) AD(2002.00) 0
 DF7960  ELLIP H (02/10/07)   40.788  (m)                       GP(2002.00)    
 DF7960  NAD 83(1997)-  34 29 58.82865(N)    091 59 34.38008(W) AD(       ) B
 DF7960  ELLIP H (09/08/03)   40.784  (m)                       GP(       ) 4 1
 DF7960  NAVD 88 (03/22/05)   67.03   (m)  GEOID03  model used  GPS OBS        
 DF7960  NAVD 88 (04/05/04)   66.97   (m)  GEOID99  model used  GPS OBS        
 DF7960
 DF7960.Superseded values are not recommended for survey control.
 DF7960
 DF7960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7960.See file dsdata.pdf to determine how the superseded data were derived.
 DF7960
 DF7960_MARKER: F = FLANGE-ENCASED ROD
 DF7960_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DF7960_STAMPING: GR 34309200 2002
 DF7960_MARK LOGO: USACE
 DF7960_PROJECTION: FLUSH
 DF7960_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF7960_STABILITY: B = PROBABLY HOLD 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.
 DF7960'
 DF7960'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 165 AND
 DF7960'ARKANSAS STATE HIGHWAY 256 IN ENGLAND, ARKANSAS, PROCEED WEST THEN
 DF7960'SOUTH ALONG ARKANSAS STATE HIGHWAY 256 FOR 4.3 MILES (6.9 KILOMETERS)
 DF7960'TO ITS INTERSECTION WITH SOUTH HIGHLINE ROAD ON THE RIGHT. TURN RIGHT
 DF7960'AND PROCEED WEST ALONG SOUTH HIGHLINE ROAD FOR 0.4 MILES (0.6
 DF7960'KILOMETERS) TO A 90 DEGREE CURVE TO THE RIGHT AND THE MARK ON THE
 DF7960'LEFT.
 DF7960'
 DF7960'MARK IS LOCATED 17.0 FEET (5.2 METERS) SOUTH OF A DIRT FIELD ROAD,
 DF7960'51.0 FEET (15.5 METERS) SOUTHWEST OF THE CENTER OF THE 90 DEGREE CURVE
 DF7960'IN SOUTH HIGHLINE ROAD, 8.0 FEET (2.4 METERS) WEST 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 STAINLESS STEEL ROD WITH A DRILLED DATUM POINT ENCASED
 DF7960'IN 1 INCH PVC UNDER AN ACCESS COVER STAMPED GR 34309200 2002. MARK IS
 DF7960'RECESSED 8 CENTIMETERS BELOW ACCESS COVER.  SECTION 32, TOWNSHIP 2
 DF7960'SOUTH, RANGE 9 WEST.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 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  COUNTRY     -  US
 DF7956  USGS QUAD   -  CHATFIELD (2017)
 DF7956
 DF7956                         *CURRENT SURVEY CONTROL
 DF7956  ______________________________________________________________________
 DF7956* NAD 83(2011) POSITION- 35 00 27.88757(N) 090 29 21.37871(W)   ADJUSTED
 DF7956* NAD 83(2011) ELLIP HT-    35.044 (meters)        (06/27/12)   ADJUSTED
 DF7956* NAD 83(2011) EPOCH   -  2010.00
 DF7956* NAVD 88 ORTHO HEIGHT -    62.06  (meters)      203.6   (feet) GPS OBS
 DF7956  ______________________________________________________________________
 DF7956  GEOID HEIGHT    -        -27.030 (meters)                     GEOID18
 DF7956  NAD 83(2011) X  -    -44,660.225 (meters)                     COMP
 DF7956  NAD 83(2011) Y  - -5,229,771.874 (meters)                     COMP
 DF7956  NAD 83(2011) Z  -  3,638,590.965 (meters)                     COMP
 DF7956  LAPLACE CORR    -         -1.17  (seconds)                    DEFLEC18
 DF7956
 DF7956  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF7956  Standards:
 DF7956         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF7956            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF7956  -------------------------------------------------------------------
 DF7956  NETWORK    0.81   1.27           0.36   0.30   0.65     -0.02594104
 DF7956  -------------------------------------------------------------------
 DF7956  Click here for local accuracies and other accuracy information.
 DF7956
 DF7956.The horizontal coordinates were established by GPS observations
 DF7956.and adjusted by the National Geodetic Survey in June 2012.
 DF7956
 DF7956.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF7956.been affixed to the stable North American tectonic plate. See 
 DF7956.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF7956
 DF7956.The horizontal coordinates are valid at the epoch date displayed above
 DF7956.which is a decimal equivalence of Year/Month/Day.
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF7956.GEOID18 height accuracy estimate available here.
 DF7956
 DF7956.Click photographs - Photos may exist for this station.
 DF7956
 DF7956.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7956
 DF7956.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF7956
 DF7956.The ellipsoidal height was determined by GPS observations
 DF7956.and is referenced to NAD 83.
 DF7956
 DF7956. The following values were computed from the NAD 83(2011) position.
 DF7956
 DF7956;                    North         East     Units Scale Factor Converg.
 DF7956;SPC AR N     -    75,878.656   537,891.295   MT  0.99998620   +0 52 44.7
 DF7956;SPC AR N     -   248,945.22  1,764,731.69   sFT  0.99998620   +0 52 44.7
 DF7956;UTM  15      - 3,876,783.065   729,111.770   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU2911176783(NAD 83)
 DF7956
 DF7956                          SUPERSEDED SURVEY CONTROL
 DF7956
 DF7956  NAD 83(2007)-  35 00 27.88757(N)    090 29 21.37971(W) AD(2002.00) 0
 DF7956  ELLIP H (02/10/07)   35.060  (m)                       GP(2002.00)    
 DF7956  NAD 83(1997)-  35 00 27.88728(N)    090 29 21.37939(W) AD(       ) B
 DF7956  ELLIP H (09/08/03)   35.054  (m)                       GP(       ) 4 1
 DF7956  NAVD 88 (03/22/05)   62.13   (m)  GEOID03  model used  GPS OBS        
 DF7956  NAVD 88 (04/05/04)   62.07   (m)  GEOID99  model used  GPS OBS        
 DF7956
 DF7956.Superseded values are not recommended for survey control.
 DF7956
 DF7956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7956.See file dsdata.pdf to determine how the superseded data were derived.
 DF7956
 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 - August 21, 2007
 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  HISTORY     - 20070821 GOOD             USACE
 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
 DF7956'
 DF7956'TO REACH MARK FROM THE ARKANSAS STATE HIGHWAY 149 OVERPASS OVER
 DF7956'INTERSTATE 40 (EXIT 260)  PROCEED SOUTHERLY ALONG ARKANSAS STATE
 DF7956'HIGHWAY 149 FOR 10.0 MILES (16.1 KILOMETERS) TO ITS JUNCTION WITH ST.
 DF7956'FRANCIS COUNTY ROAD 604 ON THE RIGHT. TURN RIGHT AND PROCEED WEST
 DF7956'ALONG ST. FRANCIS COUNTY ROAD 604 FOR 1.6 MILES (2.6 KILOMETERS) TO
 DF7956'ITS INTERSECTION WITH NORTH-SOUTH FIELD ROADS INTERSECTIONS AND THE
 DF7956'MARK ON THE RIGHT.
 DF7956'
 DF7956'MARK IS LOCATED 56.0 FEET (17.1 METERS) NORTH OF COUNTY ROAD 604
 DF7956'CENTERLINE, 19.0 FEET (5.8 METERS) EAST OF CENTERLINE OF NORTH-SOUTH
 DF7956'FIELD ROAD AND 6.0 FEET (1.8 METERS) SOUTHEAST OF A RAILROAD CROSSTIE
 DF7956'PROPERTY LINE MARKER AND A CARSONITE WITNESS POST. A STAINLESS STEEL
 DF7956'ROD WITH A DRILLED DATUM POINT ENCASED IN 1 INCH PVC UNDER AN ACCESS
 DF7956'COVER STAMPED GR 35009030 2002. MARK IS RECESSED 5 CENTIMETERS BELOW
 DF7956'ACCESS COVER.  SECTION 31, TOWNSHIP 5 NORTH, RANGE 6 EAST.
 DF7956
 DF7956                          STATION RECOVERY (2003)
 DF7956
 DF7956'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 DF7956'RECOVERED AS DESCRIBED
 DF7956
 DF7956                          STATION RECOVERY (2007)
 DF7956
 DF7956'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2007 (JMH)
 DF7956'ACCESS COVER AND CONCRETE IN POOR CONDITION, MARK UNDISTURBED
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 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  COUNTRY     -  US
 DF7955  USGS QUAD   -  WHEATLEY (2017)
 DF7955
 DF7955                         *CURRENT SURVEY CONTROL
 DF7955  ______________________________________________________________________
 DF7955* NAD 83(2011) POSITION- 34 59 38.05063(N) 091 00 47.50984(W)   ADJUSTED
 DF7955* NAD 83(2011) ELLIP HT-    35.871 (meters)        (06/27/12)   ADJUSTED
 DF7955* NAD 83(2011) EPOCH   -  2010.00
 DF7955* NAVD 88 ORTHO HEIGHT -    62.77  (meters)      205.9   (feet) GPS OBS
 DF7955  ______________________________________________________________________
 DF7955  GEOID HEIGHT    -        -26.903 (meters)                     GEOID18
 DF7955  NAD 83(2011) X  -    -92,495.475 (meters)                     COMP
 DF7955  NAD 83(2011) Y  - -5,230,026.320 (meters)                     COMP
 DF7955  NAD 83(2011) Z  -  3,637,333.378 (meters)                     COMP
 DF7955  LAPLACE CORR    -          0.24  (seconds)                    DEFLEC18
 DF7955
 DF7955  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF7955  Standards:
 DF7955         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF7955            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF7955  -------------------------------------------------------------------
 DF7955  NETWORK    0.84   1.22           0.35   0.34   0.62     -0.04099847
 DF7955  -------------------------------------------------------------------
 DF7955  Click here for local accuracies and other accuracy information.
 DF7955
 DF7955.The horizontal coordinates were established by GPS observations
 DF7955.and adjusted by the National Geodetic Survey in June 2012.
 DF7955
 DF7955.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF7955.been affixed to the stable North American tectonic plate. See 
 DF7955.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF7955
 DF7955.The horizontal coordinates are valid at the epoch date displayed above
 DF7955.which is a decimal equivalence of Year/Month/Day.
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF7955.GEOID18 height accuracy estimate available here.
 DF7955
 DF7955.Click photographs - Photos may exist for this station.
 DF7955
 DF7955.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7955
 DF7955.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF7955
 DF7955.The ellipsoidal height was determined by GPS observations
 DF7955.and is referenced to NAD 83.
 DF7955
 DF7955. The following values were computed from the NAD 83(2011) position.
 DF7955
 DF7955;                    North         East     Units Scale Factor Converg.
 DF7955;SPC AR N     -    73,736.436   490,087.574   MT  0.99998864   +0 34 27.2
 DF7955;SPC AR N     -   241,916.96  1,607,895.65   sFT  0.99998864   +0 34 27.2
 DF7955;UTM  15      - 3,874,170.309   681,325.033   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU8132574170(NAD 83)
 DF7955
 DF7955                          SUPERSEDED SURVEY CONTROL
 DF7955
 DF7955  NAD 83(2007)-  34 59 38.05064(N)    091 00 47.51082(W) AD(2002.00) 0
 DF7955  ELLIP H (02/10/07)   35.891  (m)                       GP(2002.00)    
 DF7955  NAD 83(1997)-  34 59 38.05044(N)    091 00 47.51036(W) AD(       ) B
 DF7955  ELLIP H (09/08/03)   35.880  (m)                       GP(       ) 4 1
 DF7955  NAVD 88 (03/22/05)   62.86   (m)  GEOID03  model used  GPS OBS        
 DF7955  NAVD 88 (04/05/04)   62.81   (m)  GEOID99  model used  GPS OBS        
 DF7955
 DF7955.Superseded values are not recommended for survey control.
 DF7955
 DF7955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7955.See file dsdata.pdf to determine how the superseded data were derived.
 DF7955
 DF7955_MARKER: F = FLANGE-ENCASED ROD
 DF7955_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DF7955_STAMPING: GR 35009100
 DF7955_MARK LOGO: USACE
 DF7955_PROJECTION: FLUSH
 DF7955_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF7955_STABILITY: B = PROBABLY HOLD 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.
 DF7955'
 DF7955'TO REACH THE MARK FROM THE OVERPASS OF ARKANSAS STATE HIGHWAY 261 AND
 DF7955'INTERSTATE 40 (EXIT 233)  PROCEED NORTH ALONG ARKANSAS STATE 261 FOR
 DF7955'2.0 MILES (3.2 KILOMETERS) TO ITS JUNCTION WITH ST. FRANCIS COUNTY
 DF7955'ROAD 130. TURN LEFT AND PROCEED WEST ALONG ST.  FRANCIS COUNTY ROAD
 DF7955'130 FOR 5.5 MILES (8.9 KILOMETERS) TO ITS INTERSECTION WITH ST.
 DF7955'FRANCIS COUNTY ROAD 123. TURN LEFT AND PROCEED SOUTH ALONG ST. FRANCIS
 DF7955'COUNTY ROAD 123 FOR 1.4 MILES (2.3 KILOMETERS) TO A FIELD ENTRANCE AND
 DF7955'THE MARK ON THE LEFT.
 DF7955'
 DF7955'MARK IS LOCATED 24.5 FEET (7.5 METERS) EAST OF THE CENTERLINE OF
 DF7955'COUNTY ROAD 123, 18.7 FEET (5.7 METERS) NORTH OF CENTERLINE OF GRAVEL
 DF7955'FIELD ROAD AND 2.0 FEET (0.6 METERS) SOUTHWEST OF A CARSONITE WITNESS
 DF7955'POST. A STAINLESS STEEL ROD WITH A DRILLED DATUM POINT ENCASED IN 1
 DF7955'INCH PVC UNDER AN ACCESS COVER STAMPED GR 35009100 2002. MARK IS
 DF7955'RECESSED 7 CENTIMETERS BELOW ACCESS COVER.  SECTION 4, TOWNSHIP 4
 DF7955'NORTH, RANGE 1 EAST.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DF7954 ***********************************************************************
 DF7954  HT_MOD      -  This is a Height Modernization Survey Station.
 DF7954  DESIGNATION -  GR 35009130
 DF7954  PID         -  DF7954
 DF7954  STATE/COUNTY-  AR/PRAIRIE
 DF7954  COUNTRY     -  US
 DF7954  USGS QUAD   -  DES ARC WEST (2017)
 DF7954
 DF7954                         *CURRENT SURVEY CONTROL
 DF7954  ______________________________________________________________________
 DF7954* NAD 83(2011) POSITION- 34 59 07.43119(N) 091 30 38.10827(W)   ADJUSTED
 DF7954* NAD 83(2011) ELLIP HT-    36.173 (meters)        (06/27/12)   ADJUSTED
 DF7954* NAD 83(2011) EPOCH   -  2010.00
 DF7954* NAVD 88 ORTHO HEIGHT -    63.37  (meters)      207.9   (feet) GPS OBS
 DF7954  ______________________________________________________________________
 DF7954  GEOID HEIGHT    -        -27.198 (meters)                     GEOID18
 DF7954  NAD 83(2011) X  -   -137,907.894 (meters)                     COMP
 DF7954  NAD 83(2011) Y  - -5,229,567.448 (meters)                     COMP
 DF7954  NAD 83(2011) Z  -  3,636,560.503 (meters)                     COMP
 DF7954  LAPLACE CORR    -          0.39  (seconds)                    DEFLEC18
 DF7954
 DF7954  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF7954  Standards:
 DF7954         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF7954            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF7954  -------------------------------------------------------------------
 DF7954  NETWORK    0.68   1.02           0.30   0.25   0.52     -0.03511193
 DF7954  -------------------------------------------------------------------
 DF7954  Click here for local accuracies and other accuracy information.
 DF7954
 DF7954.The horizontal coordinates were established by GPS observations
 DF7954.and adjusted by the National Geodetic Survey in June 2012.
 DF7954
 DF7954.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF7954.been affixed to the stable North American tectonic plate. See 
 DF7954.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF7954
 DF7954.The horizontal coordinates are valid at the epoch date displayed above
 DF7954.which is a decimal equivalence of Year/Month/Day.
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF7954.GEOID18 height accuracy estimate available here.
 DF7954
 DF7954.Click photographs - Photos may exist for this station.
 DF7954
 DF7954.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7954
 DF7954.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF7954
 DF7954.The ellipsoidal height was determined by GPS observations
 DF7954.and is referenced to NAD 83.
 DF7954
 DF7954. The following values were computed from the NAD 83(2011) position.
 DF7954
 DF7954;                    North         East     Units Scale Factor Converg.
 DF7954;SPC AR S     -   657,296.994   444,688.015   MT  1.00005611   +0 16 26.1
 DF7954;SPC AR S     - 2,156,481.89  1,458,947.26   sFT  1.00005611   +0 16 26.1
 DF7954;UTM  15      - 3,872,436.932   635,940.955   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU3594072436(NAD 83)
 DF7954
 DF7954                          SUPERSEDED SURVEY CONTROL
 DF7954
 DF7954  NAD 83(2007)-  34 59 07.43119(N)    091 30 38.10923(W) AD(2002.00) 0
 DF7954  ELLIP H (02/10/07)   36.194  (m)                       GP(2002.00)    
 DF7954  NAD 83(1997)-  34 59 07.43098(N)    091 30 38.10876(W) AD(       ) B
 DF7954  ELLIP H (09/08/03)   36.190  (m)                       GP(       ) 4 1
 DF7954  NAVD 88 (03/22/05)   63.31   (m)  GEOID03  model used  GPS OBS        
 DF7954  NAVD 88 (04/05/04)   63.38   (m)  GEOID99  model used  GPS OBS        
 DF7954
 DF7954.Superseded values are not recommended for survey control.
 DF7954
 DF7954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7954.See file dsdata.pdf to determine how the superseded data were derived.
 DF7954
 DF7954_MARKER: F = FLANGE-ENCASED ROD
 DF7954_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DF7954_STAMPING: GR 35009130 2002
 DF7954_MARK LOGO: USACE
 DF7954_PROJECTION: PROJECTING 10 CENTIMETERS
 DF7954_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF7954_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF7954_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7954+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2018
 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  HISTORY     - 20070829 GOOD             USACE
 DF7954  HISTORY     - 20090721 GOOD             JMSM
 DF7954  HISTORY     - 20180730 GOOD             USACE
 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'
 DF7954'TO REACH THE MARK FROM THE JUNCTION OF ARKANSAS STATE HIGHWAY 11 AND
 DF7954'ARKANSAS STATE HIGHWAY 38 ON THE NORTH SIDE OF DES ARC, ARKANSAS,
 DF7954'PROCEED NORTH ALONG ARKANSAS STATE HIGHWAY 11 FOR 0.45 MILES (0.7
 DF7954'KILOMETERS) TO THE PROPERTY OF RICELAND FOODS, INC.  AND THE MARK ON
 DF7954'THE LEFT.
 DF7954'
 DF7954'THE MARK IS LOCATED 81.8 FEET (24.9 METERS) WEST OF CENTERLINE OF
 DF7954'HIGHWAY 11, 27.7 FEET (8.4 METERS) WEST OF NORTHWEST CORNER OF WOODEN
 DF7954'RETAINING WALL FOR WELCOME TO DES ARK SIGN, 23.3 FEET (7.1 METERS)
 DF7954'SOUTHWEST OF SEWER MANHOLE.  A STAINLESS STEEL ROD WITH A DRILLED
 DF7954'DATUM POINT ENCASED IN 1 INCH PVC UNDER AN ACCESS COVER STAMPED GR
 DF7954'35009130 2002.  THE MARK IS RECESSED 10 CENTIMETERS BELOW ACCESS
 DF7954'COVER.  SECTION 10, TOWNSHIP 4 NORTH, RANGE 5 WEST.
 DF7954
 DF7954                          STATION RECOVERY (2005)
 DF7954
 DF7954'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2005 (VJB)
 DF7954'RECOVERED IN GOOD CONDITION.
 DF7954
 DF7954                          STATION RECOVERY (2007)
 DF7954
 DF7954'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2007 (POP)
 DF7954'RECOVERED IN GOOD CONDITION.
 DF7954
 DF7954                          STATION RECOVERY (2009)
 DF7954
 DF7954'RECOVERY NOTE BY JOHNSON-MCADAMS SURVEYING AND MAPPING 2009 (WJB)
 DF7954'RECOVERED IN GOOD CONDITION.
 DF7954
 DF7954                          STATION RECOVERY (2018)
 DF7954
 DF7954'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2018 (POP)
 DF7954'ACCESS COVER DETACHED BUT PRESENT.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DF7953 ***********************************************************************
 DF7953  HT_MOD      -  This is a Height Modernization Survey Station.
 DF7953  DESIGNATION -  GR 35009200
 DF7953  PID         -  DF7953
 DF7953  STATE/COUNTY-  AR/LONOKE
 DF7953  COUNTRY     -  US
 DF7953  USGS QUAD   -  BEEBE (2017)
 DF7953
 DF7953                         *CURRENT SURVEY CONTROL
 DF7953  ______________________________________________________________________
 DF7953* NAD 83(2011) POSITION- 35 00 19.99763(N) 091 59 25.28091(W)   ADJUSTED
 DF7953* NAD 83(2011) ELLIP HT-    47.418 (meters)        (06/27/12)   ADJUSTED
 DF7953* NAD 83(2011) EPOCH   -  2010.00
 DF7953* NAVD 88 ORTHO HEIGHT -    74.68  (meters)      245.0   (feet) GPS OBS
 DF7953  ______________________________________________________________________
 DF7953  GEOID HEIGHT    -        -27.267 (meters)                     GEOID18
 DF7953  NAD 83(2011) X  -   -181,648.469 (meters)                     COMP
 DF7953  NAD 83(2011) Y  - -5,226,956.788 (meters)                     COMP
 DF7953  NAD 83(2011) Z  -  3,638,398.907 (meters)                     COMP
 DF7953  LAPLACE CORR    -          0.69  (seconds)                    DEFLEC18
 DF7953
 DF7953  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF7953  Standards:
 DF7953         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF7953            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF7953  -------------------------------------------------------------------
 DF7953  NETWORK    0.69   0.98           0.29   0.27   0.50     -0.04311935
 DF7953  -------------------------------------------------------------------
 DF7953  Click here for local accuracies and other accuracy information.
 DF7953
 DF7953.The horizontal coordinates were established by GPS observations
 DF7953.and adjusted by the National Geodetic Survey in June 2012.
 DF7953
 DF7953.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF7953.been affixed to the stable North American tectonic plate. See 
 DF7953.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF7953
 DF7953.The horizontal coordinates are valid at the epoch date displayed above
 DF7953.which is a decimal equivalence of Year/Month/Day.
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF7953.GEOID18 height accuracy estimate available here.
 DF7953
 DF7953.Click photographs - Photos may exist for this station.
 DF7953
 DF7953.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7953
 DF7953.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF7953
 DF7953.The ellipsoidal height was determined by GPS observations
 DF7953.and is referenced to NAD 83.
 DF7953
 DF7953. The following values were computed from the NAD 83(2011) position.
 DF7953
 DF7953;                    North         East     Units Scale Factor Converg.
 DF7953;SPC AR S     -   659,426.611   400,880.396   MT  1.00006202   +0 00 19.4
 DF7953;SPC AR S     - 2,163,468.81  1,315,221.77   sFT  1.00006202   +0 00 19.4
 DF7953;UTM  15      - 3,874,124.755   592,127.120   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  =   1.00005458
 DF7953!UTM  15      -   0.99999256  x   0.99970460  =   0.99969716
 DF7953
 DF7953_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU9212774124(NAD 83)
 DF7953
 DF7953                          SUPERSEDED SURVEY CONTROL
 DF7953
 DF7953  NAD 83(2007)-  35 00 19.99762(N)    091 59 25.28188(W) AD(2002.00) 0
 DF7953  ELLIP H (02/10/07)   47.438  (m)                       GP(2002.00)    
 DF7953  NAD 83(1997)-  35 00 19.99740(N)    091 59 25.28129(W) AD(       ) B
 DF7953  ELLIP H (09/08/03)   47.431  (m)                       GP(       ) 4 1
 DF7953  NAVD 88 (04/05/04)   74.70   (m)  GEOID03  model used  GPS OBS        
 DF7953
 DF7953.Superseded values are not recommended for survey control.
 DF7953
 DF7953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7953.See file dsdata.pdf to determine how the superseded data were derived.
 DF7953
 DF7953_MARKER: F = FLANGE-ENCASED ROD
 DF7953_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DF7953_STAMPING: GR 35009200 2002
 DF7953_MARK LOGO: USACE
 DF7953_PROJECTION: FLUSH
 DF7953_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF7953_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF7953_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7953+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2010
 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  HISTORY     - 20081001 GOOD             JCLS
 DF7953  HISTORY     - 20101010 GOOD             JCLS
 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 BETWEEN THE ON RAMP AND U.S. HIGHWAYS 67/167 SOUTH AT
 DF7953'THE ARKANSAS STATE HIGHWAY 305 (EXIT 22) AT AUSTIN, ARKANSAS.
 DF7953'
 DF7953'TO REACH MARK FROM THE CENTER OF ARKANSAS STATE HIGHWAY 305 AND U.S.
 DF7953'HIGHWAYS 67/167 OVERPASS (EXIT 22) AT AUSTIN, ARKANSAS, PROCEED
 DF7953'NORTHWEST ALONG ARKANSAS STATE HIGHWAY 305 FOR 0.1 MILES (0.2
 DF7953'KILOMETERS) TO THE ACCESS RAMP FOR U.S. HIGHWAY 67/167 SOUTH ON THE
 DF7953'LEFT. TURN LEFT AND PROCEED SOUTHWEST ALONG ACCESS RAMP FOR 0.2 MILES
 DF7953'(0.3 KILOMETERS) TO THE MARK ON THE LEFT.
 DF7953'
 DF7953'MARK IS LOCATED 80.3 FEET (24.5 METERS) NORTHWEST OF THE CENTERLINE OF
 DF7953'U.S. HIGHWAY 67 SOUTHBOUND LANE, 28.5 FEET (8.7 METERS) SOUTHEAST OF
 DF7953'THE CENTERLINE OF THE ACCESS RAMP TO HIGHWAY 67 SOUTHBOUND, 23.0 FEET
 DF7953'(7.0 METERS) NORTHWEST OF THE CENTER OF THE BREADWALL OF A CONCRETE
 DF7953'CULVERT AND 2.0 FEET (0.6 METERS) SOUTH OF A CARSONITE WITNESS POST. A
 DF7953'STAINLESS STEEL ROD WITH A DRILLED DATUM POINT ENCASED IN 1 INCH PVC
 DF7953'UNDER AN ACCESS COVER STAMPED GR 35009200 2002. MARK IS RECESSED 10
 DF7953'CENTIMETERS BELOW ACCESS COVER.  SECTION 5, TOWNSHIP 4 NORTH, RANGE 9
 DF7953'WEST.
 DF7953
 DF7953                          STATION RECOVERY (2005)
 DF7953
 DF7953'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2005 (VJB)
 DF7953'RECOVERED IN GOOD CONDITION.
 DF7953
 DF7953                          STATION RECOVERY (2008)
 DF7953
 DF7953'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2008
 DF7953'RECOVERED IN GOOD CONDITION.
 DF7953
 DF7953                          STATION RECOVERY (2010)
 DF7953
 DF7953'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2010
 DF7953'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DF7948 ***********************************************************************
 DF7948  HT_MOD      -  This is a Height Modernization Survey Station.
 DF7948  DESIGNATION -  GR 35309030
 DF7948  PID         -  DF7948
 DF7948  STATE/COUNTY-  AR/POINSETT
 DF7948  COUNTRY     -  US
 DF7948  USGS QUAD   -  MONTEREY (2017)
 DF7948
 DF7948                         *CURRENT SURVEY CONTROL
 DF7948  ______________________________________________________________________
 DF7948* NAD 83(2011) POSITION- 35 29 31.17703(N) 090 29 59.42725(W)   ADJUSTED
 DF7948* NAD 83(2011) ELLIP HT-    40.789 (meters)        (06/27/12)   ADJUSTED
 DF7948* NAD 83(2011) EPOCH   -  2010.00
 DF7948* NAVD 88 ORTHO HEIGHT -    68.42  (meters)      224.5   (feet) GPS OBS
 DF7948  ______________________________________________________________________
 DF7948  GEOID HEIGHT    -        -27.641 (meters)                     GEOID18
 DF7948  NAD 83(2011) X  -    -45,354.475 (meters)                     COMP
 DF7948  NAD 83(2011) Y  - -5,198,762.373 (meters)                     COMP
 DF7948  NAD 83(2011) Z  -  3,682,468.441 (meters)                     COMP
 DF7948  LAPLACE CORR    -         -0.44  (seconds)                    DEFLEC18
 DF7948
 DF7948  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF7948  Standards:
 DF7948         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF7948            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF7948  -------------------------------------------------------------------
 DF7948  NETWORK    0.98   1.41           0.41   0.39   0.72     -0.02449156
 DF7948  -------------------------------------------------------------------
 DF7948  Click here for local accuracies and other accuracy information.
 DF7948
 DF7948.The horizontal coordinates were established by GPS observations
 DF7948.and adjusted by the National Geodetic Survey in June 2012.
 DF7948
 DF7948.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF7948.been affixed to the stable North American tectonic plate. See 
 DF7948.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF7948
 DF7948.The horizontal coordinates are valid at the epoch date displayed above
 DF7948.which is a decimal equivalence of Year/Month/Day.
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF7948.GEOID18 height accuracy estimate available here.
 DF7948
 DF7948.Click photographs - Photos may exist for this station.
 DF7948
 DF7948.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7948
 DF7948.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF7948
 DF7948.The ellipsoidal height was determined by GPS observations
 DF7948.and is referenced to NAD 83.
 DF7948
 DF7948. The following values were computed from the NAD 83(2011) position.
 DF7948
 DF7948;                    North         East     Units Scale Factor Converg.
 DF7948;SPC AR N     -   129,580.166   536,108.216   MT  0.99993722   +0 52 22.6
 DF7948;SPC AR N     -   425,130.93  1,758,881.71   sFT  0.99993722   +0 52 22.6
 DF7948;UTM  15      - 3,930,479.435   726,793.326   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV2679330479(NAD 83)
 DF7948
 DF7948                          SUPERSEDED SURVEY CONTROL
 DF7948
 DF7948  NAD 83(2007)-  35 29 31.17703(N)    090 29 59.42827(W) AD(2002.00) 0
 DF7948  ELLIP H (02/10/07)   40.810  (m)                       GP(2002.00)    
 DF7948  NAD 83(1997)-  35 29 31.17680(N)    090 29 59.42792(W) AD(       ) B
 DF7948  ELLIP H (09/08/03)   40.794  (m)                       GP(       ) 4 1
 DF7948  NAVD 88 (03/22/05)   68.55   (m)  GEOID03  model used  GPS OBS        
 DF7948  NAVD 88 (04/05/04)   68.45   (m)  GEOID99  model used  GPS OBS        
 DF7948
 DF7948.Superseded values are not recommended for survey control.
 DF7948
 DF7948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7948.See file dsdata.pdf to determine how the superseded data were derived.
 DF7948
 DF7948_MARKER: F = FLANGE-ENCASED ROD
 DF7948_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DF7948_STAMPING: GR 35309030 2002
 DF7948_MARK LOGO: USACE
 DF7948_PROJECTION: RECESSED 5 CENTIMETERS
 DF7948_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF7948_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF7948_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7948+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2009
 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  HISTORY     - 20070803 GOOD             USACE
 DF7948  HISTORY     - 20090730 GOOD             JMSM
 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.
 DF7948'
 DF7948'TO REACH MARK FROM THE OVERPASS OF U.S. HIGHWAY 63 AND ARKANSAS STATE
 DF7948'HIGHWAY 75 IN MARKED TREE, ARKANSAS, PROCEED SOUTH AND WEST ALONG
 DF7948'ARKANSAS STATE HIGHWAY 75 FOR 3.1 MILES (5.0 KILOMETERS) TO ITS
 DF7948'JUNCTION WITH NORTH ROAD ON THE RIGHT. TURN RIGHT AND PROCEED WEST
 DF7948'ALONG NORTH ROAD FOR 1.6 MILES (2.6 KILOMETERS) TO ITS JUNCTION WITH
 DF7948'SHANNEIL LANE ON THE LEFT. TURN LEFT AND PROCEED SOUTHWEST AND WEST
 DF7948'ALONG SHANNEIL LANE FOR 1.3 MILES (2.1 KILOMETERS) TO ITS
 DF7948'Y-INTERSECTION WITH RAMPS LEADING TO THE TOP OF THE ST.  FRANCIS RIVER
 DF7948'LEVEE. BEAR TO THE LEFT AND PROCEED TO THE TOP OF THE LEVEE AND THE
 DF7948'MARK ON THE RIGHT.
 DF7948'
 DF7948'MARK IS LOCATED 18.7 FEET (5.7 METERS) NORTHWEST OF THE CENTERLINE OF
 DF7948'THE GRAVEL ROAD ATOP LEVEE 39.6 FEET (12.1 METERS) NORTHWEST OF A
 DF7948'POWER POLE, 61.0 FEET (18.6 METERS) SOUTHWEST OF THE JUNCTION OF THE
 DF7948'CENTERLINE OF THE ON RAMP TO THE LEVEE AND THE LEVEE ROAD AND 2.0 FEET
 DF7948'(0.6 METERS) SOUTHEAST OF A CARSONITE WITNESS POST. A STAINLESS STEEL
 DF7948'ROD WITH A DRILLED DATUM POINT ENCASED IN 1 INCH PVC UNDER AN ACCESS
 DF7948'COVER STAMPED GR 35309030 2002. MARK IS RECESSED 5 CENTIMETERS BELOW
 DF7948'ACCESS COVER.  SECTION 18, TOWNSHIP 10 NORTH, RANGE 6 EAST.
 DF7948
 DF7948                          STATION RECOVERY (2003)
 DF7948
 DF7948'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 DF7948'RECOVERED AS DESCRIBED.
 DF7948
 DF7948                          STATION RECOVERY (2007)
 DF7948
 DF7948'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2007 (JMH)
 DF7948'RECOVERED IN GOOD CONDITION.
 DF7948
 DF7948                          STATION RECOVERY (2009)
 DF7948
 DF7948'RECOVERY NOTE BY JOHNSON-MCADAMS SURVEYING AND MAPPING 2009 (WJB)
 DF7948'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DF7971 ***********************************************************************
 DF7971  HT_MOD      -  This is a Height Modernization Survey Station.
 DF7971  DESIGNATION -  GR 35309100
 DF7971  PID         -  DF7971
 DF7971  STATE/COUNTY-  AR/POINSETT
 DF7971  COUNTRY     -  US
 DF7971  USGS QUAD   -  BEEDEVILLE (2017)
 DF7971
 DF7971                         *CURRENT SURVEY CONTROL
 DF7971  ______________________________________________________________________
 DF7971* NAD 83(2011) POSITION- 35 29 37.71866(N) 091 00 40.75069(W)   ADJUSTED
 DF7971* NAD 83(2011) ELLIP HT-    40.580 (meters)        (06/27/12)   ADJUSTED
 DF7971* NAD 83(2011) EPOCH   -  2010.00
 DF7971* NAVD 88 ORTHO HEIGHT -    68.05  (meters)      223.3   (feet) GPS OBS
 DF7971  ______________________________________________________________________
 DF7971  GEOID HEIGHT    -        -27.479 (meters)                     GEOID18
 DF7971  NAD 83(2011) X  -    -91,759.272 (meters)                     COMP
 DF7971  NAD 83(2011) Y  - -5,198,033.146 (meters)                     COMP
 DF7971  NAD 83(2011) Z  -  3,682,632.468 (meters)                     COMP
 DF7971  LAPLACE CORR    -         -0.16  (seconds)                    DEFLEC18
 DF7971
 DF7971  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF7971  Standards:
 DF7971         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF7971            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF7971  -------------------------------------------------------------------
 DF7971  NETWORK    0.91   1.35           0.39   0.35   0.69     -0.04270458
 DF7971  -------------------------------------------------------------------
 DF7971  Click here for local accuracies and other accuracy information.
 DF7971
 DF7971.The horizontal coordinates were established by GPS observations
 DF7971.and adjusted by the National Geodetic Survey in June 2012.
 DF7971
 DF7971.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF7971.been affixed to the stable North American tectonic plate. See 
 DF7971.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF7971
 DF7971.The horizontal coordinates are valid at the epoch date displayed above
 DF7971.which is a decimal equivalence of Year/Month/Day.
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF7971.GEOID18 height accuracy estimate available here.
 DF7971
 DF7971.Click photographs - Photos may exist for this station.
 DF7971
 DF7971.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7971
 DF7971.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF7971
 DF7971.The ellipsoidal height was determined by GPS observations
 DF7971.and is referenced to NAD 83.
 DF7971
 DF7971. The following values were computed from the NAD 83(2011) position.
 DF7971
 DF7971;                    North         East     Units Scale Factor Converg.
 DF7971;SPC AR N     -   129,195.248   489,702.105   MT  0.99993717   +0 34 31.1
 DF7971;SPC AR N     -   423,868.08  1,606,630.99   sFT  0.99993717   +0 34 31.1
 DF7971;UTM  15      - 3,929,625.077   680,385.322   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV8038529625(NAD 83)
 DF7971
 DF7971                          SUPERSEDED SURVEY CONTROL
 DF7971
 DF7971  NAD 83(2007)-  35 29 37.71871(N)    091 00 40.75168(W) AD(2002.00) 0
 DF7971  ELLIP H (02/10/07)   40.600  (m)                       GP(2002.00)    
 DF7971  NAD 83(1997)-  35 29 37.71863(N)    091 00 40.75141(W) AD(       ) B
 DF7971  ELLIP H (09/08/03)   40.596  (m)                       GP(       ) 4 1
 DF7971  NAVD 88 (03/22/05)   68.11   (m)  GEOID03  model used  GPS OBS        
 DF7971  NAVD 88 (04/05/04)   68.05   (m)  GEOID99  model used  GPS OBS        
 DF7971
 DF7971.Superseded values are not recommended for survey control.
 DF7971
 DF7971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7971.See file dsdata.pdf to determine how the superseded data were derived.
 DF7971
 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 TOWN OF FISHER, ARKANSAS.
 DF7971'
 DF7971'TO REACH MARK FROM THE INTERSECTION OF U.S.  HIGHWAY 49 AND ARKANSAS
 DF7971'STATE HIGHWAY 14, 11.0 MILES (17.7 KILOMETERS) WEST OF HARRISBURG,
 DF7971'ARKANSAS, PROCEED SOUTHWEST ALONG U.S. HIGHWAY 49 FOR 5.65 MILES (9.1
 DF7971'KILOMETERS) TO THE INTERSECTION OF U.S. HIGHWAY 49 AND HAINES STREET
 DF7971'IN FISHER, ARKANSAS.  TURN RIGHT AND PROCEED WEST ON HAINES STREET FOR
 DF7971'100.0 FEET (30.5 METERS) TO ITS INTERSECTION WITH FRONT STREET. TURN
 DF7971'RIGHT AND PROCEED NORTH ALONG FRONT STREET FOR 0.05 MILES (0.1
 DF7971'KILOMETERS) TO ITS JUNCTION WITH BAYOU ROAD ON THE LEFT. TURN LEFT AND
 DF7971'PROCEED WEST ALONG BAYOU ROAD ACROSS BRIDGE OVER BAYOU DE VIEW FOR 2.3
 DF7971'MILES (3.7 KILOMETERS) TO A DOUBLE GRAVEL DRIVEWAY LEADING TO A BLOCK
 DF7971'HOUSE ON THE RIGHT. TURN INTO DRIVEWAY AND PROCEED NORTH ALONG
 DF7971'DRIVEWAY FOR 138.0 FEET (42.1 METERS) TO THE MARK IN THE MEDIAN
 DF7971'BETWEEN THE TWO GRAVEL DRIVEWAYS.
 DF7971'
 DF7971'MARK IS LOCATED 137.5 FEET (41.9 METERS) NORTH OF THE CENTERLINE OF
 DF7971'BAYOU ROAD 10.0 FEET (3.0 METERS) EAST OF THE CENTERLINE OF THE WEST
 DF7971'DRIVEWAY, 22.5 FEET (6.9 METERS) WEST OF THE CENTERLINE OF THE EAST
 DF7971'GRAVEL DRIVEWAY AND 2.0 FEET (0.6 METERS) SOUTH OF A CARSONITE WITNESS
 DF7971'POST. A STAINLESS STEEL ROD WITH A DRILLED DATUM POINT ENCASED IN 1
 DF7971'INCH PVC UNDER AN ACCESS COVER STAMPED GR 35309100 2002. MARK IS
 DF7971'RECESSED 8 CENTIMETERS BELOW ACCESS COVER.  SECTION 17, TOWNSHIP 10
 DF7971'NORTH, RANGE 1 EAST.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DF7970 ***********************************************************************
 DF7970  HT_MOD      -  This is a Height Modernization Survey Station.
 DF7970  DESIGNATION -  GR 35309130
 DF7970  PID         -  DF7970
 DF7970  STATE/COUNTY-  AR/JACKSON
 DF7970  COUNTRY     -  US
 DF7970  USGS QUAD   -  VELVET RIDGE (2017)
 DF7970
 DF7970                         *CURRENT SURVEY CONTROL
 DF7970  ______________________________________________________________________
 DF7970* NAD 83(2011) POSITION- 35 29 54.03896(N) 091 30 13.51391(W)   ADJUSTED
 DF7970* NAD 83(2011) ELLIP HT-   119.083 (meters)        (06/27/12)   ADJUSTED
 DF7970* NAD 83(2011) EPOCH   -  2010.00
 DF7970* NAVD 88 ORTHO HEIGHT -   146.32  (meters)      480.1   (feet) GPS OBS
 DF7970  ______________________________________________________________________
 DF7970  GEOID HEIGHT    -        -27.245 (meters)                     GEOID18
 DF7970  NAD 83(2011) X  -   -136,424.354 (meters)                     COMP
 DF7970  NAD 83(2011) Y  - -5,196,824.475 (meters)                     COMP
 DF7970  NAD 83(2011) Z  -  3,683,087.560 (meters)                     COMP
 DF7970  LAPLACE CORR    -          0.33  (seconds)                    DEFLEC18
 DF7970
 DF7970  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF7970  Standards:
 DF7970         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF7970            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF7970  -------------------------------------------------------------------
 DF7970  NETWORK    0.93   1.45           0.41   0.35   0.74     -0.03681215
 DF7970  -------------------------------------------------------------------
 DF7970  Click here for local accuracies and other accuracy information.
 DF7970
 DF7970.The horizontal coordinates were established by GPS observations
 DF7970.and adjusted by the National Geodetic Survey in June 2012.
 DF7970
 DF7970.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF7970.been affixed to the stable North American tectonic plate. See 
 DF7970.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF7970
 DF7970.The horizontal coordinates are valid at the epoch date displayed above
 DF7970.which is a decimal equivalence of Year/Month/Day.
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF7970.GEOID18 height accuracy estimate available here.
 DF7970
 DF7970.Click photographs - Photos may exist for this station.
 DF7970
 DF7970.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7970
 DF7970.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF7970
 DF7970.The ellipsoidal height was determined by GPS observations
 DF7970.and is referenced to NAD 83.
 DF7970
 DF7970. The following values were computed from the NAD 83(2011) position.
 DF7970
 DF7970;                    North         East     Units Scale Factor Converg.
 DF7970;SPC AR N     -   129,361.293   445,022.009   MT  0.99993705   +0 17 19.6
 DF7970;SPC AR N     -   424,412.84  1,460,043.04   sFT  0.99993705   +0 17 19.6
 DF7970;UTM  15      - 3,929,338.890   635,707.052   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV3570729338(NAD 83)
 DF7970
 DF7970                          SUPERSEDED SURVEY CONTROL
 DF7970
 DF7970  NAD 83(2007)-  35 29 54.03897(N)    091 30 13.51488(W) AD(2002.00) 0
 DF7970  ELLIP H (02/10/07)  119.104  (m)                       GP(2002.00)    
 DF7970  NAD 83(1997)-  35 29 54.03886(N)    091 30 13.51452(W) AD(       ) B
 DF7970  ELLIP H (09/08/03)  119.097  (m)                       GP(       ) 4 1
 DF7970  NAVD 88 (03/22/05)  146.33   (m)  GEOID03  model used  GPS OBS        
 DF7970
 DF7970.Superseded values are not recommended for survey control.
 DF7970
 DF7970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7970.See file dsdata.pdf to determine how the superseded data were derived.
 DF7970
 DF7970_MARKER: DD = SURVEY DISK
 DF7970_SETTING: 66 = SET IN ROCK OUTCROP
 DF7970_STAMPING: GR 35309130 2002
 DF7970_MARK LOGO: USACE
 DF7970_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF7970_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF7970+STABILITY: 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.
 DF7970'
 DF7970'TO REACH THE MARK FROM THE JUNCTION OF ARKANSAS STATE HIGHWAY 367 AND
 DF7970'ARKANSAS STATE HIGHWAY 87 IN BRADFORD, ARKANSAS PROCEED NORTHWEST
 DF7970'ALONG ARKANSAS STATE HIGHWAY 87 FOR 2.6 MILES (4.2 KILOMETERS) TO ITS
 DF7970'JUNCTION WITH JACKSON COUNTY ROAD 5 ON THE RIGHT. TURN RIGHT AND
 DF7970'PROCEED NORTH ALONG JACKSON COUNTY ROAD 5 FOR 3.3 MILES (5.3
 DF7970'KILOMETERS) TO ITS JUNCTION WITH JACKSON COUNTY ROAD 304 ON THE LEFT.
 DF7970'TURN LEFT AND PROCEED NORTH AND THEN WEST ALONG JACKSON COUNTY ROAD
 DF7970'304 FOR 1.7 MILES (2.7 KILOMETERS) TO A DIRT ROAD LEADING TO A PASTURE
 DF7970'WHICH IS 0.1 MILES (0.2 KILOMETERS) EAST OF WHERE JACKSON COUNTY ROAD
 DF7970'304 ENDS AT A GATE. TURN LEFT AND PROCEED SOUTH ALONG DIRT ROAD FOR
 DF7970'0.02 MILES (0.03 KILOMETERS) AND THE MARK ON THE RIGHT.
 DF7970'
 DF7970'MARK IS LOCATED 107.0 FEET (32.6 METERS) SOUTH OF JACKSON COUNTY ROAD
 DF7970'304, 15.4 FEET (4.7 METERS) WEST OF THE CENTERLINE OF A NORTH-SOUTH
 DF7970'DIRT ROAD, 6.7 FEET (2.0 METERS) WEST OF A FENCE LINE AND CARSONITE
 DF7970'WITNESS POST. A MEM COE BRASS DISC STAMPED GR 35309130 2002 SET IN A
 DF7970'ROCK OUTCROP. CAP PROJECTS 30 CENTIMETERS ABOVE GROUND.  SECTION 14,
 DF7970'TOWNSHIP 10 NORTH, RANGE 5 WEST.
 DF7970
 DF7970                          STATION RECOVERY (2005)
 DF7970
 DF7970'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2005 (VJB)
 DF7970'DISK HAS BEEN REMOVED FROM THE BOULDER SETTING.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DF7946 ***********************************************************************
 DF7946  HT_MOD      -  This is a Height Modernization Survey Station.
 DF7946  DESIGNATION -  GR 36009000
 DF7946  PID         -  DF7946
 DF7946  STATE/COUNTY-  AR/MISSISSIPPI
 DF7946  COUNTRY     -  US
 DF7946  USGS QUAD   -  BLYTHEVILLE (2017)
 DF7946
 DF7946                         *CURRENT SURVEY CONTROL
 DF7946  ______________________________________________________________________
 DF7946* NAD 83(2011) POSITION- 35 59 53.59000(N) 089 59 45.22071(W)   ADJUSTED
 DF7946* NAD 83(2011) ELLIP HT-    47.538 (meters)        (06/27/12)   ADJUSTED
 DF7946* NAD 83(2011) EPOCH   -  2010.00
 DF7946* NAVD 88 ORTHO HEIGHT -    75.79  (meters)      248.7   (feet) GPS OBS
 DF7946  ______________________________________________________________________
 DF7946  GEOID HEIGHT    -        -28.243 (meters)                     GEOID18
 DF7946  NAD 83(2011) X  -        370.165 (meters)                     COMP
 DF7946  NAD 83(2011) Y  - -5,166,153.350 (meters)                     COMP
 DF7946  NAD 83(2011) Z  -  3,728,059.778 (meters)                     COMP
 DF7946  LAPLACE CORR    -         -0.24  (seconds)                    DEFLEC18
 DF7946
 DF7946  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF7946  Standards:
 DF7946         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF7946            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF7946  -------------------------------------------------------------------
 DF7946  NETWORK    0.95   1.29           0.42   0.35   0.66      0.04321740
 DF7946  -------------------------------------------------------------------
 DF7946  Click here for local accuracies and other accuracy information.
 DF7946
 DF7946.The horizontal coordinates were established by GPS observations
 DF7946.and adjusted by the National Geodetic Survey in June 2012.
 DF7946
 DF7946.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF7946.been affixed to the stable North American tectonic plate. See 
 DF7946.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF7946
 DF7946.The horizontal coordinates are valid at the epoch date displayed above
 DF7946.which is a decimal equivalence of Year/Month/Day.
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF7946.GEOID18 height accuracy estimate available here.
 DF7946
 DF7946.Click photographs - Photos may exist for this station.
 DF7946
 DF7946.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7946
 DF7946.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF7946
 DF7946.The ellipsoidal height was determined by GPS observations
 DF7946.and is referenced to NAD 83.
 DF7946
 DF7946. The following values were computed from the NAD 83(2011) position.
 DF7946
 DF7946;                    North         East     Units Scale Factor Converg.
 DF7946;SPC AR N     -   186,546.872   580,682.243   MT  0.99996197   +1 09 58.3
 DF7946;SPC AR N     -   612,029.20  1,905,121.66   sFT  0.99996197   +1 09 58.3
 DF7946;UTM  16      - 3,987,902.994   229,942.716   MT  1.00049875   -1 45 43.0
 DF7946;UTM  15      - 3,987,925.799   770,797.629   MT  1.00050368   +1 46 00.4
 DF7946
 DF7946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7946!SPC AR N     -   0.99999254  x   0.99996197  =   0.99995451
 DF7946!UTM  16      -   0.99999254  x   1.00049875  =   1.00049129
 DF7946!UTM  15      -   0.99999254  x   1.00050368  =   1.00049622
 DF7946
 DF7946_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE2994287902(NAD 83)
 DF7946
 DF7946                          SUPERSEDED SURVEY CONTROL
 DF7946
 DF7946  NAD 83(2007)-  35 59 53.59000(N)    089 59 45.22161(W) AD(2002.00) 0
 DF7946  ELLIP H (02/10/07)   47.564  (m)                       GP(2002.00)    
 DF7946  NAD 83(1997)-  35 59 53.58982(N)    089 59 45.22122(W) AD(       ) B
 DF7946  ELLIP H (09/08/03)   47.570  (m)                       GP(       ) 4 1
 DF7946  NAVD 88 (03/22/05)   75.80   (m)  GEOID03  model used  GPS OBS        
 DF7946  NAVD 88 (04/05/04)   75.80   (m)  GEOID99  model used  GPS OBS        
 DF7946
 DF7946.Superseded values are not recommended for survey control.
 DF7946
 DF7946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7946.See file dsdata.pdf to determine how the superseded data were derived.
 DF7946
 DF7946_MARKER: F = FLANGE-ENCASED ROD
 DF7946_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DF7946_STAMPING: GR 36009000 2002
 DF7946_MARK LOGO: USACE
 DF7946_PROJECTION: RECESSED 8 CENTIMETERS
 DF7946_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF7946_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7946+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2018
 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  HISTORY     - 20070710 GOOD             USACE
 DF7946  HISTORY     - 20090730 GOOD             JMSM
 DF7946  HISTORY     - 20180727 MARK NOT FOUND   USACE
 DF7946  HISTORY     - 20180728 GOOD             USACE
 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.
 DF7946'
 DF7946'TO REACH THE MARK FROM THE INTERSECTION OF ARKANSAS STATE HIGHWAY 18
 DF7946'AND ARKANSAS STATE HIGHWAY 151 AT THE WEST EDGE OF BLYTHEVILLE,
 DF7946'ARKANSAS, PROCEED NORTHWEST ALONG ARKANSAS STATE HIGHWAY 151 FOR 6.6
 DF7946'MILES (10.6 KILOMETERS) TO THE ARKANSAS-MISSOURI STATE LINE AND A
 DF7946'GRAVEL ROAD THAT TURNS TO THE TOP OF LEVEE. TURN LEFT AND PROCEED
 DF7946'ALONG TOP OF LEVEE FOR 0.05 MILES (0.1 KILOMETERS) TO LMP
 DF7946'THREE-FOURTHS AND THE MARK ON THE LEFT.
 DF7946'
 DF7946'MARK IS LOCATED 201.0 FEET (61.3 METERS) WEST OF CENTERLINE OF HIGHWAY
 DF7946'151, 103.9 FEET (31.7 METERS) WEST-NORTHWEST OF A POWER POLE 79.0 FEET
 DF7946'(24.1 METERS) WEST-NORTHWEST OF TRI STATION CALUMET, 77.2 FEET (23.5
 DF7946'METERS) EAST OF THE CENTER OF A LOCKED GATE ACROSS LEVEE, 12.2 FEET
 DF7946'(3.7 METERS) SOUTH OF THE CENTERLINE OF THE GRAVEL LEVEE ROAD AND 3.5
 DF7946'FEET (1.1 METERS) NORTH OF LMP THREE-FOURTHS, A STAINLESS STEEL ROD
 DF7946'WITH A DRILLED DATUM POINT ENCASED IN 1 INCH PVC SET UNDER AN ACCESS
 DF7946'COVER STAMPED GR 36009000 2002. MARK IS RECESSED 8 CENTIMETERS BELOW
 DF7946'ACCESS COVER.  SECTION 23, TOWNSHIP 16 NORTH, RANGE 10 EAST.
 DF7946
 DF7946                          STATION RECOVERY (2003)
 DF7946
 DF7946'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 DF7946'RECOVERED AS DESCRIBED
 DF7946
 DF7946                          STATION RECOVERY (2007)
 DF7946
 DF7946'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2007 (JMH)
 DF7946'RECOVERED IN GOOD CONDITION.
 DF7946
 DF7946                          STATION RECOVERY (2009)
 DF7946
 DF7946'RECOVERY NOTE BY JOHNSON-MCADAMS SURVEYING AND MAPPING 2009 (WJB)
 DF7946'RECOVERED IN GOOD CONDITION.
 DF7946
 DF7946                          STATION RECOVERY (2018)
 DF7946
 DF7946'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2018 (DLB)
 DF7946'THE DISK IS MISSING.
 DF7946
 DF7946                          STATION RECOVERY (2018)
 DF7946
 DF7946'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2018 (DLB)
 DF7946'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DF7945 ***********************************************************************
 DF7945  HT_MOD      -  This is a Height Modernization Survey Station.
 DF7945  DESIGNATION -  GR 36009030
 DF7945  PID         -  DF7945
 DF7945  STATE/COUNTY-  AR/GREENE
 DF7945  COUNTRY     -  US
 DF7945  USGS QUAD   -  DIXIE (2017)
 DF7945
 DF7945                         *CURRENT SURVEY CONTROL
 DF7945  ______________________________________________________________________
 DF7945* NAD 83(2011) POSITION- 35 59 57.04548(N) 090 29 43.20607(W)   ADJUSTED
 DF7945* NAD 83(2011) ELLIP HT-    52.728 (meters)        (06/27/12)   ADJUSTED
 DF7945* NAD 83(2011) EPOCH   -  2010.00
 DF7945* NAVD 88 ORTHO HEIGHT -    80.88  (meters)      265.4   (feet) GPS OBS
 DF7945  ______________________________________________________________________
 DF7945  GEOID HEIGHT    -        -28.165 (meters)                     GEOID18
 DF7945  NAD 83(2011) X  -    -44,661.507 (meters)                     COMP
 DF7945  NAD 83(2011) Y  - -5,165,901.906 (meters)                     COMP
 DF7945  NAD 83(2011) Z  -  3,728,148.995 (meters)                     COMP
 DF7945  LAPLACE CORR    -         -1.52  (seconds)                    DEFLEC18
 DF7945
 DF7945  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF7945  Standards:
 DF7945         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF7945            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF7945  -------------------------------------------------------------------
 DF7945  NETWORK    0.97   1.45           0.41   0.38   0.74     -0.06929512
 DF7945  -------------------------------------------------------------------
 DF7945  Click here for local accuracies and other accuracy information.
 DF7945
 DF7945.The horizontal coordinates were established by GPS observations
 DF7945.and adjusted by the National Geodetic Survey in June 2012.
 DF7945
 DF7945.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF7945.been affixed to the stable North American tectonic plate. See 
 DF7945.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF7945
 DF7945.The horizontal coordinates are valid at the epoch date displayed above
 DF7945.which is a decimal equivalence of Year/Month/Day.
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF7945.GEOID18 height accuracy estimate available here.
 DF7945
 DF7945.Click photographs - Photos may exist for this station.
 DF7945
 DF7945.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7945
 DF7945.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF7945
 DF7945.The ellipsoidal height was determined by GPS observations
 DF7945.and is referenced to NAD 83.
 DF7945
 DF7945. The following values were computed from the NAD 83(2011) position.
 DF7945
 DF7945;                    North         East     Units Scale Factor Converg.
 DF7945;SPC AR N     -   185,851.064   535,657.126   MT  0.99996209   +0 52 32.0
 DF7945;SPC AR N     -   609,746.37  1,757,401.75   sFT  0.99996209   +0 52 32.0
 DF7945;UTM  15      - 3,986,758.931   725,764.253   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV2576486758(NAD 83)
 DF7945
 DF7945                          SUPERSEDED SURVEY CONTROL
 DF7945
 DF7945  NAD 83(2007)-  35 59 57.04549(N)    090 29 43.20711(W) AD(2002.00) 0
 DF7945  ELLIP H (02/10/07)   52.747  (m)                       GP(2002.00)    
 DF7945  NAD 83(1997)-  35 59 57.04545(N)    090 29 43.20689(W) AD(       ) B
 DF7945  ELLIP H (09/08/03)   52.743  (m)                       GP(       ) 4 1
 DF7945  NAVD 88 (04/05/04)   80.90   (m)  GEOID99  model used  GPS OBS        
 DF7945
 DF7945.Superseded values are not recommended for survey control.
 DF7945
 DF7945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7945.See file dsdata.pdf to determine how the superseded data were derived.
 DF7945
 DF7945_MARKER: F = FLANGE-ENCASED ROD
 DF7945_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DF7945_STAMPING: GR 36009030 2002
 DF7945_MARK LOGO: USACE
 DF7945_PROJECTION: FLUSH
 DF7945_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF7945_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF7945_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7945+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2018
 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  HISTORY     - 20070719 GOOD             USACE
 DF7945  HISTORY     - 20090730 GOOD             JMSM
 DF7945  HISTORY     - 20180726 GOOD             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.
 DF7945'
 DF7945'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 49 AND U.S.
 DF7945'HIGHWAY 412 ON THE WEST SIDE OF PARAGOULD, ARKANSAS AT THE CITY
 DF7945'CEMETERY, PROCEED SOUTH ALONG U.S.  HIGHWAY 49 FOR 5.0 MILES (8.0
 DF7945'KILOMETERS) TO ITS INTERSECTION WITH ARKANSAS STATE HIGHWAY 69. TURN
 DF7945'LEFT AND PROCEED EAST ALONG ARKANSAS STATE HIGHWAY 69 FOR 2.5 MILES
 DF7945'(4.0 KILOMETERS) TO ITS INTERSECTION WITH GREENE COUNTY ROAD 912. TURN
 DF7945'LEFT AND PROCEED NORTH ALONG GREENE COUNTY ROAD 912 FOR 0.8 MILES (1.3
 DF7945'KILOMETERS) TO THE MARK ON THE RIGHT ON A LEVEE FOR MINNOW PONDS.
 DF7945'
 DF7945'MARK IS LOCATED 63.7 FEET (19.4 KILOMETERS) EAST OF COUNTY ROAD 912,
 DF7945'23.0 FEET (7.0 METERS) WEST OF THE JUNCTION OF THE GRAVELED LEVEE ROAD
 DF7945'AND AN EAST-WEST DIRT ROAD SEPARATING PONDS, 12.7 FEET (3.9 METERS)
 DF7945'WEST OF THE CENTERLINE OF THE GRAVELED LEVEE ROAD AND 2.0 FEET (0.6
 DF7945'METERS) EAST OF A CARSONITE WITNESS POST.  A STAINLESS STEEL ROD WITH
 DF7945'A DRILLED DATUM POINT ENCASED IN 1 INCH PVC SET UNDER AN ACCESS COVER
 DF7945'STAMPED GR 36009030 2002. MARK IS RECESSED 10 CENTIMETERS BELOW ACCESS
 DF7945'COVER.  SECTION 19, TOWNSHIP 16 NORTH, RANGE 6 EAST.
 DF7945
 DF7945                          STATION RECOVERY (2007)
 DF7945
 DF7945'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2007 (KB)
 DF7945'RECOVERED IN GOOD CONDITION.
 DF7945
 DF7945                          STATION RECOVERY (2009)
 DF7945
 DF7945'RECOVERY NOTE BY JOHNSON-MCADAMS SURVEYING AND MAPPING 2009 (WJB)
 DF7945'RECOVERED IN GOOD CONDITION.
 DF7945
 DF7945                          STATION RECOVERY (2018)
 DF7945
 DF7945'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2018 (DLB)
 DF7945'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DF7944 ***********************************************************************
 DF7944  HT_MOD      -  This is a Height Modernization Survey Station.
 DF7944  DESIGNATION -  GR 36009130
 DF7944  PID         -  DF7944
 DF7944  STATE/COUNTY-  AR/SHARP
 DF7944  COUNTRY     -  US
 DF7944  USGS QUAD   -  POUGHKEEPSIE (2017)
 DF7944
 DF7944                         *CURRENT SURVEY CONTROL
 DF7944  ______________________________________________________________________
 DF7944* NAD 83(2011) POSITION- 36 00 17.47556(N) 091 29 22.49038(W)   ADJUSTED
 DF7944* NAD 83(2011) ELLIP HT-   111.840 (meters)        (06/27/12)   ADJUSTED
 DF7944* NAD 83(2011) EPOCH   -  2010.00
 DF7944* NAVD 88 ORTHO HEIGHT -   139.87  (meters)      458.9   (feet) GPS OBS
 DF7944  ______________________________________________________________________
 DF7944  GEOID HEIGHT    -        -28.031 (meters)                     GEOID18
 DF7944  NAD 83(2011) X  -   -134,285.078 (meters)                     COMP
 DF7944  NAD 83(2011) Y  - -5,164,026.959 (meters)                     COMP
 DF7944  NAD 83(2011) Z  -  3,728,693.169 (meters)                     COMP
 DF7944  LAPLACE CORR    -         -1.29  (seconds)                    DEFLEC18
 DF7944
 DF7944  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF7944  Standards:
 DF7944         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF7944            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF7944  -------------------------------------------------------------------
 DF7944  NETWORK    0.98   1.51           0.42   0.38   0.77     -0.03894260
 DF7944  -------------------------------------------------------------------
 DF7944  Click here for local accuracies and other accuracy information.
 DF7944
 DF7944.The horizontal coordinates were established by GPS observations
 DF7944.and adjusted by the National Geodetic Survey in June 2012.
 DF7944
 DF7944.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF7944.been affixed to the stable North American tectonic plate. See 
 DF7944.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF7944
 DF7944.The horizontal coordinates are valid at the epoch date displayed above
 DF7944.which is a decimal equivalence of Year/Month/Day.
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF7944.GEOID18 height accuracy estimate available here.
 DF7944
 DF7944.Click photographs - Photos may exist for this station.
 DF7944
 DF7944.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7944
 DF7944.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF7944
 DF7944.The ellipsoidal height was determined by GPS observations
 DF7944.and is referenced to NAD 83.
 DF7944
 DF7944. The following values were computed from the NAD 83(2011) position.
 DF7944
 DF7944;                    North         East     Units Scale Factor Converg.
 DF7944;SPC AR N     -   185,563.467   446,016.552   MT  0.99996281   +0 17 49.2
 DF7944;SPC AR N     -   608,802.81  1,463,305.97   sFT  0.99996281   +0 17 49.2
 DF7944;UTM  15      - 3,985,541.783   636,127.074   MT  0.99982833   +0 53 17.0
 DF7944
 DF7944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7944!SPC AR N     -   0.99998245  x   0.99996281  =   0.99994526
 DF7944!UTM  15      -   0.99998245  x   0.99982833  =   0.99981078
 DF7944
 DF7944_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV3612785541(NAD 83)
 DF7944
 DF7944                          SUPERSEDED SURVEY CONTROL
 DF7944
 DF7944  NAD 83(2007)-  36 00 17.47553(N)    091 29 22.49132(W) AD(2002.00) 0
 DF7944  ELLIP H (02/10/07)  111.867  (m)                       GP(2002.00)    
 DF7944  NAD 83(1997)-  36 00 17.47547(N)    091 29 22.49109(W) AD(       ) B
 DF7944  ELLIP H (09/08/03)  111.861  (m)                       GP(       ) 4 1
 DF7944  NAVD 88 (03/22/05)  139.90   (m)  GEOID03  model used  GPS OBS        
 DF7944  NAVD 88 (04/05/04)  139.86   (m)  GEOID99  model used  GPS OBS        
 DF7944
 DF7944.Superseded values are not recommended for survey control.
 DF7944
 DF7944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7944.See file dsdata.pdf to determine how the superseded data were derived.
 DF7944
 DF7944_MARKER: DD = SURVEY DISK
 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'THE MARK IS LOCATED 6.0 MILES (9.7 KILOMETERS) NORTHEAST OF CAVE CITY,
 DF7944'ARKANSAS.
 DF7944'
 DF7944'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 167 AND
 DF7944'ARKANSAS STATE HIGHWAYS 58/115, PROCEED NORTHEAST ALONG ARKANSAS STATE
 DF7944'HIGHWAYS 58/115 FOR 5.3 MILES (8.5 KILOMETERS) TO WHERE ARKANSAS STATE
 DF7944'HIGHWAY 58 TURNS NORTH AND ARKANSAS STATE HIGHWAY 115 CONTINUES EAST.
 DF7944'TURN LEFT AND PROCEED NORTH ALONG ARKANSAS STATE HIGHWAY 58 FOR 0.5
 DF7944'MILES (0.8 KILOMETERS) TO THE MARK ON THE RIGHT.
 DF7944'
 DF7944'THE MARK IS LOCATED 36.7 FEET (11.2 METERS) EAST OF CENTERLINE OF
 DF7944'HIGHWAY 58, 115.2 FEET (35.1 METERS) NORTH OF A 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 ROCK OUTCROP STAMPED GR 36009130 2002. MARK
 DF7944'PROJECTS 3 CENTIMETERS ABOVE GROUND.  SECTION 26, TOWNSHIP 16 NORTH,
 DF7944'RANGE 5 WEST.
 DF7944
 DF7944                          STATION RECOVERY (2005)
 DF7944
 DF7944'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2005 (VJB)
 DF7944'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DF7939 ***********************************************************************
 DF7939  HT_MOD      -  This is a Height Modernization Survey Station.
 DF7939  DESIGNATION -  GR 36309030
 DF7939  PID         -  DF7939
 DF7939  STATE/COUNTY-  AR/CLAY
 DF7939  COUNTRY     -  US
 DF7939  USGS QUAD   -  CORNING (2017)
 DF7939
 DF7939                         *CURRENT SURVEY CONTROL
 DF7939  ______________________________________________________________________
 DF7939* NAD 83(2011) POSITION- 36 29 38.07093(N) 090 30 58.76083(W)   ADJUSTED
 DF7939* NAD 83(2011) ELLIP HT-    60.630 (meters)        (06/27/12)   ADJUSTED
 DF7939* NAD 83(2011) EPOCH   -  2010.00
 DF7939* NAVD 88 ORTHO HEIGHT -    89.53  (meters)      293.7   (feet) GPS OBS
 DF7939  ______________________________________________________________________
 DF7939  GEOID HEIGHT    -        -28.892 (meters)                     GEOID18
 DF7939  NAD 83(2011) X  -    -46,261.333 (meters)                     COMP
 DF7939  NAD 83(2011) Y  - -5,133,434.283 (meters)                     COMP
 DF7939  NAD 83(2011) Z  -  3,772,427.216 (meters)                     COMP
 DF7939  LAPLACE CORR    -          0.78  (seconds)                    DEFLEC18
 DF7939
 DF7939  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF7939  Standards:
 DF7939         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF7939            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF7939  -------------------------------------------------------------------
 DF7939  NETWORK    0.98   1.45           0.43   0.37   0.74      0.02453364
 DF7939  -------------------------------------------------------------------
 DF7939  Click here for local accuracies and other accuracy information.
 DF7939
 DF7939.The horizontal coordinates were established by GPS observations
 DF7939.and adjusted by the National Geodetic Survey in June 2012.
 DF7939
 DF7939.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF7939.been affixed to the stable North American tectonic plate. See 
 DF7939.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF7939
 DF7939.The horizontal coordinates are valid at the epoch date displayed above
 DF7939.which is a decimal equivalence of Year/Month/Day.
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF7939.GEOID18 height accuracy estimate available here.
 DF7939
 DF7939.Click photographs - Photos may exist for this station.
 DF7939
 DF7939.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7939
 DF7939.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF7939
 DF7939.The ellipsoidal height was determined by GPS observations
 DF7939.and is referenced to NAD 83.
 DF7939
 DF7939. The following values were computed from the NAD 83(2011) position.
 DF7939
 DF7939;                    North         East     Units Scale Factor Converg.
 DF7939;SPC AR N     -   240,713.367   532,937.914   MT  1.00006191   +0 51 48.1
 DF7939;SPC AR N     -   789,740.44  1,748,480.47   sFT  1.00006191   +0 51 48.1
 DF7939;UTM  15      - 4,041,601.103   722,464.385   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA2246441601(NAD 83)
 DF7939
 DF7939                          SUPERSEDED SURVEY CONTROL
 DF7939
 DF7939  NAD 83(2007)-  36 29 38.07093(N)    090 30 58.76179(W) AD(2002.00) 0
 DF7939  ELLIP H (02/10/07)   60.653  (m)                       GP(2002.00)    
 DF7939  NAD 83(1997)-  36 29 38.07076(N)    090 30 58.76170(W) AD(       ) B
 DF7939  ELLIP H (09/08/03)   60.657  (m)                       GP(       ) 4 1
 DF7939  NAVD 88 (03/22/05)   89.61   (m)  GEOID03  model used  GPS OBS        
 DF7939  NAVD 88 (04/05/04)   89.51   (m)  GEOID99  model used  GPS OBS        
 DF7939
 DF7939.Superseded values are not recommended for survey control.
 DF7939
 DF7939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7939.See file dsdata.pdf to determine how the superseded data were derived.
 DF7939
 DF7939_MARKER: DD = SURVEY DISK
 DF7939_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DF7939_STAMPING: GR 36309030 2002
 DF7939_MARK LOGO: USACE
 DF7939_PROJECTION: FLUSH
 DF7939_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF7939_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF7939_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7939+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2014
 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  HISTORY     - 20140917 GOOD             DOASLS
 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.
 DF7939'
 DF7939'TO REACH MARK FROM THE INTERSECTION OF U.S. HIGHWAY 62 AND U.S.
 DF7939'HIGHWAY 67 IN COMING, ARKANSAS, PROCEED NORTH ALONG U.S. HIGHWAY 67
 DF7939'FOR 7.1 MILES (11.4 KILOMETERS) TO STATE LINE ROAD ON THE RIGHT AT THE
 DF7939'MISSOURI-ARKANSAS STATE LINE. TURN RIGHT AND PROCEED EAST ALONG STATE
 DF7939'LINE ROAD FOR 1.45 MILES (2.3 KILOMETERS) TO CLAY COUNTY ROAD 157
 DF7939'WHICH PARALLELS THE MISSOURI PACIFIC RAILROAD ON THE EAST SIDE. TURN
 DF7939'RIGHT AND PROCEED SOUTH ALONG CLAY COUNTY ROAD 157 FOR 0.3 MILES (0.5
 DF7939'KILOMETERS) AND THE MARK ON THE LEFT.
 DF7939'
 DF7939'MARK IS LOCATED 85.5 FEET (26.1 METERS) SOUTHEAST OF THE CENTERLINE OF
 DF7939'THE RAILROAD TRACKS, 20.4 FEET (6.2 METERS) SOUTHEAST OF THE
 DF7939'CENTERLINE OF COUNTY ROAD 157 AND 5.5 FEET (1.7 METERS) SOUTHWEST OF A
 DF7939'POWER POLE AND CARSONITE WITNESS POST. A STAINLESS STEEL ROD WITH A
 DF7939'DRILLED DATUM POINT ENCASED IN 1 INCH PVC UNDER AN ALUMINUM ACCESS
 DF7939'COVER STAMPED GR 36309030 2002. MARK IS RECESSED 3 CENTIMETERS UNDER
 DF7939'ACCESS COVER.  SECTION 3, TOWNSHIP 21 NORTH, RANGE 5 EAST.
 DF7939
 DF7939                          STATION RECOVERY (2014)
 DF7939
 DF7939'RECOVERY NOTE BY DEPARTMENT OF AGRICULTURE STAT 2014 (MJC)
 DF7939'ROD IS IN GOOD CONDITION - CONCRETE COLLAR AND ALUMINUM ACCESS COVER
 DF7939'ARE GONE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH3004 ***********************************************************************
 EH3004  DESIGNATION -  GRADY
 EH3004  PID         -  EH3004
 EH3004  STATE/COUNTY-  AR/LINCOLN
 EH3004  COUNTRY     -  US
 EH3004  USGS QUAD   -  GRADY (2017)
 EH3004
 EH3004                         *CURRENT SURVEY CONTROL
 EH3004  ______________________________________________________________________
 EH3004* NAD 83(1997) POSITION- 34 04 35.89432(N) 091 41 31.48619(W)   ADJUSTED
 EH3004* NAVD 88 ORTHO HEIGHT -    56.152 (meters)      184.23  (feet) ADJUSTED
 EH3004  ______________________________________________________________________
 EH3004  GEOID HEIGHT    -        -25.953 (meters)                     GEOID18
 EH3004  LAPLACE CORR    -         -1.03  (seconds)                    DEFLEC18
 EH3004  DYNAMIC HEIGHT  -         56.097 (meters)      184.04  (feet) COMP
 EH3004  MODELED GRAVITY -    979,656.8   (mgal)                       NAVD 88
 EH3004
 EH3004  HORZ ORDER      -  FIRST
 EH3004  VERT ORDER      -  FIRST     CLASS II
 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 orthometric height was determined by differential leveling and
 EH3004.adjusted by the NATIONAL GEODETIC SURVEY
 EH3004.in June 1991.
 EH3004
 EH3004.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH3004.GEOID18 height accuracy estimate available here.
 EH3004
 EH3004.Click photographs - Photos may exist for this station.
 EH3004
 EH3004.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH3004
 EH3004.The dynamic height is computed by dividing the NAVD 88
 EH3004.geopotential number by the normal gravity value computed on the
 EH3004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EH3004.degrees latitude (g = 980.6199 gals.).
 EH3004
 EH3004.The modeled gravity was interpolated from observed gravity values.
 EH3004
 EH3004. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999526  x   0.99991874  =   0.99991400
 EH3004!UTM  15      -   0.99999526  x   0.99977952  =   0.99977478
 EH3004
 EH3004:                Primary Azimuth Mark                     Grid Az
 EH3004:SPC AR S     -  GRADY AZ MK                              293 52 45.7
 EH3004:UTM  15      -  GRADY AZ MK                              293 19 07.6
 EH3004
 EH3004_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT2067871425(NAD 83)
 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              56.25   (m)          184.5    (f) LEVELING    3  
 EH3004
 EH3004.Superseded values are not recommended for survey control.
 EH3004
 EH3004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3004.See file dsdata.pdf to determine how the superseded data were derived.
 EH3004
 EH3004_MARKER: DS = TRIANGULATION STATION DISK
 EH3004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH3004_STAMPING: GRADY 1940
 EH3004_MARK LOGO: CGS
 EH3004_PROJECTION: FLUSH
 EH3004
 EH3004  HISTORY     - Date     Condition        Report By
 EH3004  HISTORY     - 1940     MONUMENTED       CGS
 EH3004  HISTORY     - 1963     GOOD             CGS
 EH3004  HISTORY     - 1984     GOOD             NGS
 EH3004  HISTORY     - 1989     GOOD             USPSQD
 EH3004  HISTORY     - 1990     GOOD             USPSQD
 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 CHURCH,
 EH3004'51.5 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.
 EH3004
 EH3004                          STATION RECOVERY (1984)
 EH3004
 EH3004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EH3004'0.7 KM (0.45 MI) SE FROM GRADY.
 EH3004'0.7 KM (0.45 MI) SOUTHEAST ALONG U.S. HIGHWAY 65 FROM THE POST OFFICE
 EH3004'IN GRADY, AT THE INTERSECTION OF GUM STREET LEADING NORTH-NORTHWEST,
 EH3004'IN THE LAWN OF THE OLD MOUNT PISGAH CHURCH, 36.88 METERS (121.0 FT)
 EH3004'NORTH-NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 39.92 METERS
 EH3004'(131.0 FT) SOUTHEAST OF A POWER LINE POLE, AND 15.69 METERS (51.5 FT)
 EH3004'NORTHWEST OF THE NORTHWEST CORNER OF THE CHURCH.
 EH3004'THE MARK IS 0.30 M BELOW HIGHWAY.
 EH3004
 EH3004                          STATION RECOVERY (1989)
 EH3004
 EH3004'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 EH3004'RECOVERED IN GOOD CONDITION.
 EH3004
 EH3004                          STATION RECOVERY (1990)
 EH3004
 EH3004'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EH3004'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH2594 ***********************************************************************
 EH2594  DESIGNATION -  GRADY AZ MK
 EH2594  PID         -  EH2594
 EH2594  STATE/COUNTY-  AR/LINCOLN
 EH2594  COUNTRY     -  US
 EH2594  USGS QUAD   -  GRADY (2017)
 EH2594
 EH2594                         *CURRENT SURVEY CONTROL
 EH2594  ______________________________________________________________________
 EH2594* NAD 83(1986) POSITION- 34 04 41.     (N) 091 41 45.     (W)   SCALED
 EH2594* NAVD 88 ORTHO HEIGHT -    56.962 (meters)      186.88  (feet) ADJUSTED
 EH2594  ______________________________________________________________________
 EH2594  GEOID HEIGHT    -        -25.951 (meters)                     GEOID18
 EH2594  DYNAMIC HEIGHT  -         56.907 (meters)      186.70  (feet) COMP
 EH2594  MODELED GRAVITY -    979,657.0   (mgal)                       NAVD 88
 EH2594
 EH2594  VERT ORDER      -  FIRST     CLASS II
 EH2594
 EH2594.The horizontal coordinates were scaled from a map and have
 EH2594.an estimated accuracy of +/- 6 seconds.
 EH2594
 EH2594.The orthometric height was determined by differential leveling and
 EH2594.adjusted by the NATIONAL GEODETIC SURVEY
 EH2594.in June 1991.
 EH2594
 EH2594.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2594.GEOID18 height accuracy estimate available here.
 EH2594
 EH2594.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT203715(NAD 83)
 EH2594
 EH2594                          SUPERSEDED SURVEY CONTROL
 EH2594
 EH2594.No superseded survey control is available for this station.
 EH2594
 EH2594_MARKER: DZ = AZIMUTH MARK DISK
 EH2594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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) SOUTHEAST FROM GRADY.  RECOVERED IN POOR CONDITION,
 EH2594'THE DATE IS BARELY LEGIBLE, DISK APPEARS TO HAVE BEEN HIT BY MOWING
 EH2594'EQUIPMENT.  0.4 KM (0.25 MI) SOUTHEAST ALONG U.S. HIGHWAY 65 FROM THE
 EH2594'POST OFFICE IN GRADY, 13.10 METERS (43.0 FT) SOUTHWEST OF THE
 EH2594'CENTERLINE OF THE HIGHWAY, 14.02 METERS (46.0 FT) NORTHEAST OF THE
 EH2594'NORTHEAST RAIL OF THE MISSOURI PACIFIS RAILROAD, AND 19.50 METERS
 EH2594'(64.0 FT) SOUTHWEST AND ACROSS HIGHWAY FROM A POWER LINE POLE WITH A
 EH2594'TRANSFORMER.  IT IS 0.30 METERS SOUTHWEST FROM A WITNESS POST AND
 EH2594'ABOUT 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 = MARCH 20, 2026 22:17:28 EDT
 EH3003 ***********************************************************************
 EH3003  DESIGNATION -  GRADY MUNICIPAL TANK
 EH3003  PID         -  EH3003
 EH3003  STATE/COUNTY-  AR/LINCOLN
 EH3003  COUNTRY     -  US
 EH3003  USGS QUAD   -  GRADY (2017)
 EH3003
 EH3003                         *CURRENT SURVEY CONTROL
 EH3003  ______________________________________________________________________
 EH3003* NAD 83(1997) POSITION- 34 04 45.69983(N) 091 42 06.28707(W)   ADJUSTED
 EH3003  ______________________________________________________________________
 EH3003  GEOID HEIGHT    -        -25.948 (meters)                     GEOID18
 EH3003  LAPLACE CORR    -         -1.05  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH3003.GEOID18 height accuracy estimate available here.
 EH3003
 EH3003.Click photographs - Photos may exist for this station.
 EH3003
 EH3003.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH3003
 EH3003. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT1978371715(NAD 83)
 EH3003
 EH3003                          SUPERSEDED SURVEY CONTROL
 EH3003
 EH3003  NAD 83(1986)-  34 04 45.70811(N)    091 42 06.28127(W) AD(       ) 3
 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
 EH3003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3003.See file dsdata.pdf to determine how the superseded data were derived.
 EH3003
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1782 ***********************************************************************
 FG1782  DESIGNATION -  GRANDVIEW
 FG1782  PID         -  FG1782
 FG1782  STATE/COUNTY-  AR/VAN BUREN
 FG1782  COUNTRY     -  US
 FG1782  USGS QUAD   -  REX (2017)
 FG1782
 FG1782                         *CURRENT SURVEY CONTROL
 FG1782  ______________________________________________________________________
 FG1782* NAD 83(1997) POSITION- 35 32 11.39671(N) 092 40 56.55076(W)   ADJUSTED
 FG1782* NAVD 88 ORTHO HEIGHT -   417.    (meters)     1368.    (feet) SCALED
 FG1782  ______________________________________________________________________
 FG1782  GEOID HEIGHT    -        -28.157 (meters)                     GEOID18
 FG1782  LAPLACE CORR    -          0.88  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1782.GEOID18 height accuracy estimate available here.
 FG1782
 FG1782.Click photographs - Photos may exist for this station.
 FG1782
 FG1782.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1782
 FG1782. The following values were computed from the NAD 83(1997) position.
 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     -   0.99993897  x   0.99993628  =   0.99987525
 FG1782!UTM  15      -   0.99993897  x   0.99961022  =   0.99954921
 FG1782
 FG1782:                Primary Azimuth Mark                     Grid Az
 FG1782:SPC AR N     -  GRANDVIEW AZ MK                          272 49 36.0
 FG1782:UTM  15      -  GRANDVIEW AZ MK                          272 14 41.9
 FG1782
 FG1782_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV2879332587(NAD 83)
 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
 FG1782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1782.See file dsdata.pdf to determine how the superseded data were derived.
 FG1782
 FG1782_MARKER: DS = TRIANGULATION STATION DISK
 FG1782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1782_STAMPING: GRANDVIEW 1954
 FG1782_MARK LOGO: CGS
 FG1782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1782+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0870 ***********************************************************************
 GF0870  DESIGNATION -  GRANDVIEW
 GF0870  PID         -  GF0870
 GF0870  STATE/COUNTY-  AR/CARROLL
 GF0870  COUNTRY     -  US
 GF0870  USGS QUAD   -  BEAVER (2017)
 GF0870
 GF0870                         *CURRENT SURVEY CONTROL
 GF0870  ______________________________________________________________________
 GF0870* NAD 83(1997) POSITION- 36 26 34.93941(N) 093 47 02.59822(W)   ADJUSTED
 GF0870* NAVD 88 ORTHO HEIGHT -   448.    (meters)     1470.    (feet) SCALED
 GF0870  ______________________________________________________________________
 GF0870  GEOID HEIGHT    -        -28.307 (meters)                     GEOID18
 GF0870  LAPLACE CORR    -         -0.12  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0870.GEOID18 height accuracy estimate available here.
 GF0870
 GF0870.Click photographs - Photos may exist for this station.
 GF0870
 GF0870.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0870
 GF0870. The following values were computed from the NAD 83(1997) position.
 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     -   0.99993412  x   1.00004819  =   0.99998230
 GF0870!SPC MO W     -   0.99993412  x   0.99999192  =   0.99992604
 GF0870!UTM  15      -   0.99993412  x   0.99966083  =   0.99959497
 GF0870
 GF0870:                Primary Azimuth Mark                     Grid Az
 GF0870:SPC AR N     -  GRANDVIEW AZ MK                          258 40 16.3
 GF0870:SPC MO W     -  GRANDVIEW AZ MK                          257 12 27.9
 GF0870:UTM  15      -  GRANDVIEW AZ MK                          258 05 55.8
 GF0870
 GF0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA2973133375(NAD 83)
 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(1993)-  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
 GF0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0870.See file dsdata.pdf to determine how the superseded data were derived.
 GF0870
 GF0870_MARKER: DS = TRIANGULATION STATION DISK
 GF0870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0870_STAMPING: GRANDVIEW 1961
 GF0870_MARK LOGO: CGS
 GF0870_PROJECTION: FLUSH
 GF0870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0870+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0863 ***********************************************************************
 GE0863  DESIGNATION -  GRANGE
 GE0863  PID         -  GE0863
 GE0863  STATE/COUNTY-  AR/SHARP
 GE0863  COUNTRY     -  US
 GE0863  USGS QUAD   -  POUGHKEEPSIE (2017)
 GE0863
 GE0863                         *CURRENT SURVEY CONTROL
 GE0863  ______________________________________________________________________
 GE0863* NAD 83(1997) POSITION- 36 00 19.70738(N) 091 26 09.92368(W)   ADJUSTED
 GE0863* NAVD 88 ORTHO HEIGHT -   171.    (meters)      561.    (feet) SCALED
 GE0863  ______________________________________________________________________
 GE0863  GEOID HEIGHT    -        -28.066 (meters)                     GEOID18
 GE0863  LAPLACE CORR    -         -1.14  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0863.GEOID18 height accuracy estimate available here.
 GE0863
 GE0863.Click photographs - Photos may exist for this station.
 GE0863
 GE0863.The Laplace correction was computed from DEFLEC18 derived deflections.
 GE0863
 GE0863. The following values were computed from the NAD 83(1997) position.
 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  =   0.99994045
 GE0863!UTM  15      -   0.99997755  x   0.99984479  =   0.99982235
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV4094785686(NAD 83)
 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
 GE0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0863.See file dsdata.pdf to determine how the superseded data were derived.
 GE0863
 GE0863_MARKER: DS = TRIANGULATION STATION DISK
 GE0863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0863_STAMPING: GRANGE 1953
 GE0863_MARK LOGO: CGS
 GE0863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0863+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1714 ***********************************************************************
 EJ1714  DESIGNATION -  GRANITE 2
 EJ1714  PID         -  EJ1714
 EJ1714  STATE/COUNTY-  AR/PULASKI
 EJ1714  COUNTRY     -  US
 EJ1714  USGS QUAD   -  LITTLE ROCK (2017)
 EJ1714
 EJ1714                         *CURRENT SURVEY CONTROL
 EJ1714  ______________________________________________________________________
 EJ1714* NAD 83(1997) POSITION- 34 41 05.98181(N) 092 17 27.12763(W)   ADJUSTED
 EJ1714* NAVD 88 ORTHO HEIGHT -   154.    (meters)      505.    (feet) SCALED
 EJ1714  ______________________________________________________________________
 EJ1714  GEOID HEIGHT    -        -26.530 (meters)                     GEOID18
 EJ1714  LAPLACE CORR    -         -0.62  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1714.GEOID18 height accuracy estimate available here.
 EJ1714
 EJ1714.Click photographs - Photos may exist for this station.
 EJ1714
 EJ1714.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1714
 EJ1714. The following values were computed from the NAD 83(1997) position.
 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     -   0.99998000  x   0.99998281  =   0.99996281
 EJ1714!UTM  15      -   0.99998000  x   0.99965200  =   0.99963201
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6495638339(NAD 83)
 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
 EJ1714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1714.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1714
 EJ1714_MARKER: DS = TRIANGULATION STATION DISK
 EJ1714_SETTING: 66 = SET IN ROCK OUTCROP
 EJ1714_STAMPING: GRANITE 2 1964
 EJ1714_MARK LOGO: CGS
 EJ1714_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EJ1714+STABILITY: POSITION/ELEVATION WELL
 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 DEPARTMENT OF TRANSPORTATION 1973
 EJ1714'GRANITE 2 1964 DESTROYED BY BIG ROCK STONE AND MATERIAL CO.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1815 ***********************************************************************
 EJ1815  DESIGNATION -  GRANT
 EJ1815  PID         -  EJ1815
 EJ1815  STATE/COUNTY-  AR/GRANT
 EJ1815  COUNTRY     -  US
 EJ1815  USGS QUAD   -  MILLERVILLE (2017)
 EJ1815
 EJ1815                         *CURRENT SURVEY CONTROL
 EJ1815  ______________________________________________________________________
 EJ1815* NAD 83(1997) POSITION- 34 14 16.29247(N) 092 24 13.36632(W)   ADJUSTED
 EJ1815* NAVD 88 ORTHO HEIGHT -    87.    (meters)      285.    (feet) SCALED
 EJ1815  ______________________________________________________________________
 EJ1815  GEOID HEIGHT    -        -26.075 (meters)                     GEOID18
 EJ1815  LAPLACE CORR    -          0.85  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1815.GEOID18 height accuracy estimate available here.
 EJ1815
 EJ1815.Click photographs - Photos may exist for this station.
 EJ1815
 EJ1815.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1815
 EJ1815. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999044  x   0.99992475  =   0.99991520
 EJ1815!UTM  15      -   0.99999044  x   0.99963717  =   0.99962762
 EJ1815
 EJ1815:                Primary Azimuth Mark                     Grid Az
 EJ1815:SPC AR S     -  TALLEY                                   313 56 09.3
 EJ1815:UTM  15      -  TALLEY                                   313 22 28.1
 EJ1815
 EJ1815_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT5491288690(NAD 83)
 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
 EJ1815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1815.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1815
 EJ1815_MARKER: DS = TRIANGULATION STATION DISK
 EJ1815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1815_STAMPING: GRANT 1964
 EJ1815_MARK LOGO: CGS
 EJ1815_PROJECTION: FLUSH
 EJ1815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1815+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1895 ***********************************************************************
 EJ1895  DESIGNATION -  GRAPE
 EJ1895  PID         -  EJ1895
 EJ1895  STATE/COUNTY-  AR/GARLAND
 EJ1895  COUNTRY     -  US
 EJ1895  USGS QUAD   -  FOUNTAIN LAKE (2017)
 EJ1895
 EJ1895                         *CURRENT SURVEY CONTROL
 EJ1895  ______________________________________________________________________
 EJ1895* NAD 83(1997) POSITION- 34 31 40.36950(N) 092 55 56.70213(W)   ADJUSTED
 EJ1895* NAVD 88 ORTHO HEIGHT -   320.    (meters)     1050.    (feet) SCALED
 EJ1895  ______________________________________________________________________
 EJ1895  GEOID HEIGHT    -        -26.929 (meters)                     GEOID18
 EJ1895  LAPLACE CORR    -          4.04  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1895.GEOID18 height accuracy estimate available here.
 EJ1895
 EJ1895.Click photographs - Photos may exist for this station.
 EJ1895
 EJ1895.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1895
 EJ1895. The following values were computed from the NAD 83(1997) position.
 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     -   0.99995400  x   0.99995546  =   0.99990946
 EJ1895!UTM  15      -   0.99995400  x   0.99960047  =   0.99955448
 EJ1895
 EJ1895:                Primary Azimuth Mark                     Grid Az
 EJ1895:SPC AR S     -  GRAPE AZ MK                              131 57 06.2
 EJ1895:UTM  15      -  GRAPE AZ MK                              131 23 29.6
 EJ1895
 EJ1895_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU0620220690(NAD 83)
 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
 EJ1895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1895.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1895
 EJ1895_MARKER: DS = TRIANGULATION STATION DISK
 EJ1895_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EJ1895_STAMPING: GRAPE 1940
 EJ1895_MARK LOGO: CGS
 EJ1895_MAGNETIC: P = MARKER IS A STEEL PIPE
 EJ1895_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1808 ***********************************************************************
 EJ1808  DESIGNATION -  GRAPEVINE
 EJ1808  PID         -  EJ1808
 EJ1808  STATE/COUNTY-  AR/GRANT
 EJ1808  COUNTRY     -  US
 EJ1808  USGS QUAD   -  GRAPEVINE (2017)
 EJ1808
 EJ1808                         *CURRENT SURVEY CONTROL
 EJ1808  ______________________________________________________________________
 EJ1808* NAD 83(1997) POSITION- 34 07 39.73721(N) 092 17 33.15372(W)   ADJUSTED
 EJ1808* NAVD 88 ORTHO HEIGHT -    80.    (meters)      262.    (feet) SCALED
 EJ1808  ______________________________________________________________________
 EJ1808  GEOID HEIGHT    -        -26.008 (meters)                     GEOID18
 EJ1808  LAPLACE CORR    -          1.07  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1808.GEOID18 height accuracy estimate available here.
 EJ1808
 EJ1808.Click photographs - Photos may exist for this station.
 EJ1808
 EJ1808.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1808
 EJ1808. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999153  x   0.99991979  =   0.99991132
 EJ1808!UTM  15      -   0.99999153  x   0.99965246  =   0.99964400
 EJ1808
 EJ1808:                Primary Azimuth Mark                     Grid Az
 EJ1808:SPC AR S     -  FREEMAN                                  301 58 48.3
 EJ1808:UTM  15      -  FREEMAN                                  301 25 10.0
 EJ1808
 EJ1808_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT6523476541(NAD 83)
 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
 EJ1808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1808.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1808
 EJ1808_MARKER: DS = TRIANGULATION STATION DISK
 EJ1808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1808_STAMPING: GRAPEVINE 1964
 EJ1808_MARK LOGO: CGS
 EJ1808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1808+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ2047 ***********************************************************************
 EJ2047  DESIGNATION -  GRAPEVINE
 EJ2047  PID         -  EJ2047
 EJ2047  STATE/COUNTY-  AR/MONTGOMERY
 EJ2047  COUNTRY     -  US
 EJ2047  USGS QUAD   -  BUCK KNOB (2017)
 EJ2047
 EJ2047                         *CURRENT SURVEY CONTROL
 EJ2047  ______________________________________________________________________
 EJ2047* NAD 83(1997) POSITION- 34 38 49.12692(N) 093 53 20.03928(W)   ADJUSTED
 EJ2047* NAVD 88 ORTHO HEIGHT -   634.9   (meters)     2083.    (feet) VERTCON3
 EJ2047  ______________________________________________________________________
 EJ2047  GEOID HEIGHT    -        -29.452 (meters)                     GEOID18
 EJ2047  LAPLACE CORR    -          2.77  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ2047.GEOID18 height accuracy estimate available here.
 EJ2047
 EJ2047.Click photographs - Photos may exist for this station.
 EJ2047
 EJ2047.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ2047
 EJ2047. The following values were computed from the NAD 83(1997) position.
 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;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!UTM  15      -   0.99990497  x   0.99968179  =   0.99958679
 EJ2047
 EJ2047:                Primary Azimuth Mark                     Grid Az
 EJ2047:SPC AR S     -  SLATINGTON                               183 34 41.9
 EJ2047:UTM  15      -  SLATINGTON                               183 01 35.4
 EJ2047
 EJ2047_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU1853834254(NAD 83)
 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(1993)-  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
 EJ2047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2047.See file dsdata.pdf to determine how the superseded data were derived.
 EJ2047
 EJ2047_MARKER: DS = TRIANGULATION STATION DISK
 EJ2047_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EJ2047_STAMPING: GRAPEVINE 1956
 EJ2047_MARK LOGO: CGS
 EJ2047_MAGNETIC: P = MARKER IS A STEEL PIPE
 EJ2047_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1792 ***********************************************************************
 FG1792  DESIGNATION -  GRASSY
 FG1792  PID         -  FG1792
 FG1792  STATE/COUNTY-  AR/SEARCY
 FG1792  COUNTRY     -  US
 FG1792  USGS QUAD   -  WITTS SPRINGS (2017)
 FG1792
 FG1792                         *CURRENT SURVEY CONTROL
 FG1792  ______________________________________________________________________
 FG1792* NAD 83(1997) POSITION- 35 50 30.24557(N) 092 48 50.36147(W)   ADJUSTED
 FG1792* NAVD 88 ORTHO HEIGHT -   600.    (meters)     1968.    (feet) SCALED
 FG1792  ______________________________________________________________________
 FG1792  GEOID HEIGHT    -        -28.041 (meters)                     GEOID18
 FG1792  LAPLACE CORR    -          0.96  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1792.GEOID18 height accuracy estimate available here.
 FG1792
 FG1792.Click photographs - Photos may exist for this station.
 FG1792
 FG1792.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1792
 FG1792. The following values were computed from the NAD 83(1997) position.
 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     -   0.99991022  x   0.99994600  =   0.99985623
 FG1792!UTM  15      -   0.99991022  x   0.99960348  =   0.99951374
 FG1792
 FG1792:                Primary Azimuth Mark                     Grid Az
 FG1792:SPC AR N     -  GRASSY AZ MK                             244 43 12.4
 FG1792:UTM  15      -  GRASSY AZ MK                             244 08 15.1
 FG1792
 FG1792_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV1679866410(NAD 83)
 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
 FG1792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1792.See file dsdata.pdf to determine how the superseded data were derived.
 FG1792
 FG1792_MARKER: DS = TRIANGULATION STATION DISK
 FG1792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1792_STAMPING: GRASSY 1954
 FG1792_MARK LOGO: CGS
 FG1792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1792+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FH0955 ***********************************************************************
 FH0955  DESIGNATION -  GRASSY
 FH0955  PID         -  FH0955
 FH0955  STATE/COUNTY-  AR/CRAWFORD
 FH0955  COUNTRY     -  US
 FH0955  USGS QUAD   -  RUDY NE (2017)
 FH0955
 FH0955                         *CURRENT SURVEY CONTROL
 FH0955  ______________________________________________________________________
 FH0955* NAD 83(1997) POSITION- 35 38 09.83749(N) 094 16 13.00111(W)   ADJUSTED
 FH0955* NAVD 88 ORTHO HEIGHT -   513.    (meters)     1683.    (feet) SCALED
 FH0955  ______________________________________________________________________
 FH0955  GEOID HEIGHT    -        -28.881 (meters)                     GEOID18
 FH0955  LAPLACE CORR    -          2.69  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0955.GEOID18 height accuracy estimate available here.
 FH0955
 FH0955.Click photographs - Photos may exist for this station.
 FH0955
 FH0955.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH0955
 FH0955. The following values were computed from the NAD 83(1997) position.
 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     -   0.99992400  x   0.99993634  =   0.99986034
 FH0955!SPC OK N     -   0.99992400  x   0.99998813  =   0.99991213
 FH0955!UTM  15      -   0.99992400  x   0.99976301  =   0.99968703
 FH0955
 FH0955:                Primary Azimuth Mark                     Grid Az
 FH0955:SPC AR N     -  GRASSY AZ MK                             090 57 29.9
 FH0955:SPC OK N     -  GRASSY AZ MK                             087 26 10.1
 FH0955:UTM  15      -  GRASSY AZ MK                             090 22 38.7
 FH0955
 FH0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV8498644326(NAD 83)
 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(1993)-  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
 FH0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0955.See file dsdata.pdf to determine how the superseded data were derived.
 FH0955
 FH0955_MARKER: DS = TRIANGULATION STATION DISK
 FH0955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0955_STAMPING: GRASSY 1935
 FH0955_MARK LOGO: CGS
 FH0955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0955+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FF2106 ***********************************************************************
 FF2106  DESIGNATION -  GRAVEL
 FF2106  PID         -  FF2106
 FF2106  STATE/COUNTY-  AR/CRAIGHEAD
 FF2106  COUNTRY     -  US
 FF2106  USGS QUAD   -  JONESBORO (2017)
 FF2106
 FF2106                         *CURRENT SURVEY CONTROL
 FF2106  ______________________________________________________________________
 FF2106* NAD 83(1997) POSITION- 35 51 26.24459(N) 090 40 35.61263(W)   ADJUSTED
 FF2106* NAVD 88 ORTHO HEIGHT -   116.    (meters)      381.    (feet) SCALED
 FF2106  ______________________________________________________________________
 FF2106  GEOID HEIGHT    -        -27.848 (meters)                     GEOID18
 FF2106  LAPLACE CORR    -         -1.02  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF2106.GEOID18 height accuracy estimate available here.
 FF2106
 FF2106.Click photographs - Photos may exist for this station.
 FF2106
 FF2106.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF2106
 FF2106. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 FF2106:SPC AR N     -  GRAVEL AZ MK                             180 19 02.4
 FF2106:UTM  15      -  GRAVEL AZ MK                             179 43 33.4
 FF2106
 FF2106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV0980170612(NAD 83)
 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(1995)-  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
 FF2106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2106.See file dsdata.pdf to determine how the superseded data were derived.
 FF2106
 FF2106_MARKER: DS = TRIANGULATION STATION DISK
 FF2106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2106_STAMPING: GRAVEL 1954
 FF2106_MARK LOGO: CGS
 FF2106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF2106+STABILITY: SURFACE MOTION
 FF2106_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF2106+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2009
 FF2106
 FF2106  HISTORY     - Date     Condition        Report By
 FF2106  HISTORY     - 1954     MONUMENTED       CGS
 FF2106  HISTORY     - 1970     GOOD             NGS
 FF2106  HISTORY     - 20090527 GOOD             INDIV
 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.
 FF2106
 FF2106                          STATION RECOVERY (2009)
 FF2106
 FF2106'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (JDB)
 FF2106'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ2030 ***********************************************************************
 EJ2030  DESIGNATION -  GRAVELLY
 EJ2030  PID         -  EJ2030
 EJ2030  STATE/COUNTY-  AR/YELL
 EJ2030  COUNTRY     -  US
 EJ2030  USGS QUAD   -  GRAVELLY (2017)
 EJ2030
 EJ2030                         *CURRENT SURVEY CONTROL
 EJ2030  ______________________________________________________________________
 EJ2030* NAD 83(1997) POSITION- 34 52 55.55187(N) 093 42 15.26895(W)   ADJUSTED
 EJ2030* NAVD 88 ORTHO HEIGHT -   147.77  (+/-2cm)      484.8   (feet) VERTCON3
 EJ2030  ______________________________________________________________________
 EJ2030  GEOID HEIGHT    -        -29.868 (meters)                     GEOID18
 EJ2030  LAPLACE CORR    -          2.75  (seconds)                    DEFLEC18
 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
 EJ2030.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ2030.GEOID18 height accuracy estimate available here.
 EJ2030
 EJ2030.The vertical order pertains to the NGVD 29 superseded value.
 EJ2030
 EJ2030.Click photographs - Photos may exist for this station.
 EJ2030
 EJ2030.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ2030
 EJ2030. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 EJ2030:SPC AR N     -  GRAVELLY AZ MK                           093 14 45.0
 EJ2030:UTM  15      -  GRAVELLY AZ MK                           092 39 24.8
 EJ2030
 EJ2030_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU3564460194(NAD 83)
 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(1993)-  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             147.71   (m)          484.6    (f) LEVELING    3  
 EJ2030
 EJ2030.Superseded values are not recommended for survey control.
 EJ2030
 EJ2030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2030.See file dsdata.pdf to determine how the superseded data were derived.
 EJ2030
 EJ2030_MARKER: DS = TRIANGULATION STATION DISK
 EJ2030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ2030_STAMPING: GRAVELLY 1956
 EJ2030_MARK LOGO: CGS
 EJ2030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ2030+STABILITY: SURFACE MOTION
 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 DEPARTMENT OF TRANSPORTATION 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 = MARCH 20, 2026 22:17:28 EDT
 GG0660 ***********************************************************************
 GG0660  DESIGNATION -  GRAVETTE
 GG0660  PID         -  GG0660
 GG0660  STATE/COUNTY-  AR/BENTON
 GG0660  COUNTRY     -  US
 GG0660  USGS QUAD   -  HIWASSE (2017)
 GG0660
 GG0660                         *CURRENT SURVEY CONTROL
 GG0660  ______________________________________________________________________
 GG0660* NAD 83(1997) POSITION- 36 25 44.18568(N) 094 22 20.97188(W)   ADJUSTED
 GG0660* NAVD 88 ORTHO HEIGHT -   399.    (meters)     1309.    (feet) SCALED
 GG0660  ______________________________________________________________________
 GG0660  GEOID HEIGHT    -        -28.159 (meters)                     GEOID18
 GG0660  LAPLACE CORR    -          0.77  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0660.GEOID18 height accuracy estimate available here.
 GG0660
 GG0660.Click photographs - Photos may exist for this station.
 GG0660
 GG0660.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0660
 GG0660. The following values were computed from the NAD 83(1997) position.
 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     -   0.99994178  x   1.00004452  =   0.99998630
 GG0660!SPC MO W     -   0.99994178  x   0.99994279  =   0.99988458
 GG0660!UTM  15      -   0.99994178  x   0.99978649  =   0.99972828
 GG0660
 GG0660:                Primary Azimuth Mark                     Grid Az
 GG0660:SPC AR N     -  GRAVETTE RM 3 AZIMUTH                    000 57 25.8
 GG0660:SPC MO W     -  GRAVETTE RM 3 AZIMUTH                    359 30 03.2
 GG0660:UTM  15      -  GRAVETTE RM 3 AZIMUTH                    000 23 30.2
 GG0660
 GG0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA7697032401(NAD 83)
 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(1993)-  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
 GG0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0660.See file dsdata.pdf to determine how the superseded data were derived.
 GG0660
 GG0660_MARKER: DS = TRIANGULATION STATION DISK
 GG0660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0660_STAMPING: GRAVETTE 1961
 GG0660_MARK LOGO: CGS
 GG0660_PROJECTION: FLUSH
 GG0660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0660+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1992 ***********************************************************************
 EJ1992  DESIGNATION -  GRAYSONIA
 EJ1992  PID         -  EJ1992
 EJ1992  STATE/COUNTY-  AR/CLARK
 EJ1992  COUNTRY     -  US
 EJ1992  USGS QUAD   -  CHALYBEATE MOUNTAIN WEST (2017)
 EJ1992
 EJ1992                         *CURRENT SURVEY CONTROL
 EJ1992  ______________________________________________________________________
 EJ1992* NAD 83(1997) POSITION- 34 09 42.44444(N) 093 26 49.98571(W)   ADJUSTED
 EJ1992* NAVD 88 ORTHO HEIGHT -   223.1   (meters)      732.    (feet) VERTCON3
 EJ1992  ______________________________________________________________________
 EJ1992  GEOID HEIGHT    -        -27.254 (meters)                     GEOID18
 EJ1992  LAPLACE CORR    -          1.54  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1992.GEOID18 height accuracy estimate available here.
 EJ1992
 EJ1992.Click photographs - Photos may exist for this station.
 EJ1992
 EJ1992.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1992
 EJ1992. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 EJ1992:SPC AR S     -  GRAYSONIA AZ MK                          315 10 33.6
 EJ1992:UTM  15      -  GRAYSONIA AZ MK                          314 37 01.7
 EJ1992
 EJ1992_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT5877880185(NAD 83)
 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(1993)-  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
 EJ1992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1992.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1992
 EJ1992_MARKER: DS = TRIANGULATION STATION DISK
 EJ1992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1992_STAMPING: GRAYSONIA 1957
 EJ1992_MARK LOGO: CGS
 EJ1992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1992+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1458 ***********************************************************************
 DL1458  DESIGNATION -  GREEN
 DL1458  PID         -  DL1458
 DL1458  STATE/COUNTY-  AR/OUACHITA
 DL1458  COUNTRY     -  US
 DL1458  USGS QUAD   -  STEPHENS (2017)
 DL1458
 DL1458                         *CURRENT SURVEY CONTROL
 DL1458  ______________________________________________________________________
 DL1458* NAD 83(1997) POSITION- 33 24 56.61185(N) 093 03 20.37429(W)   ADJUSTED
 DL1458* NAVD 88 ORTHO HEIGHT -    92.    (meters)      302.    (feet) SCALED
 DL1458  ______________________________________________________________________
 DL1458  GEOID HEIGHT    -        -26.392 (meters)                     GEOID18
 DL1458  LAPLACE CORR    -          1.15  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1458.GEOID18 height accuracy estimate available here.
 DL1458
 DL1458.Click photographs - Photos may exist for this station.
 DL1458
 DL1458.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1458
 DL1458. The following values were computed from the NAD 83(1997) position.
 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     -   0.99998971  x   0.99997636  =   0.99996607
 DL1458!UTM  15      -   0.99998971  x   0.99960033  =   0.99959004
 DL1458
 DL1458:                Primary Azimuth Mark                     Grid Az
 DL1458:SPC AR S     -  GREEN AZ MK                              192 05 08.8
 DL1458:UTM  15      -  GREEN AZ MK                              191 31 32.1
 DL1458
 DL1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS9482597377(NAD 83)
 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(1993)-  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
 DL1458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1458.See file dsdata.pdf to determine how the superseded data were derived.
 DL1458
 DL1458_MARKER: DS = TRIANGULATION STATION DISK
 DL1458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1458_STAMPING: GREEN 1941
 DL1458_MARK LOGO: CGS
 DL1458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1458+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0669 ***********************************************************************
 GF0669  DESIGNATION -  GREEN
 GF0669  PID         -  GF0669
 GF0669  STATE/COUNTY-  AR/STONE
 GF0669  COUNTRY     -  US
 GF0669  USGS QUAD   -  CALICO ROCK (2017)
 GF0669
 GF0669                         *CURRENT SURVEY CONTROL
 GF0669  ______________________________________________________________________
 GF0669* NAD 83(1997) POSITION- 36 01 40.54497(N) 092 12 23.60049(W)   ADJUSTED
 GF0669* NAVD 88 ORTHO HEIGHT -   355.67  (+/-2cm)     1166.9   (feet) VERTCON3
 GF0669  ______________________________________________________________________
 GF0669  GEOID HEIGHT    -        -27.953 (meters)                     GEOID18
 GF0669  LAPLACE CORR    -          1.53  (seconds)                    DEFLEC18
 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
 GF0669.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0669.GEOID18 height accuracy estimate available here.
 GF0669
 GF0669.The vertical order pertains to the NGVD 29 superseded value.
 GF0669
 GF0669.Click photographs - Photos may exist for this station.
 GF0669
 GF0669.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0669
 GF0669. The following values were computed from the NAD 83(1997) position.
 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     -   0.99994857  x   0.99996584  =   0.99991441
 GF0669!UTM  15      -   0.99994857  x   0.99966297  =   0.99961156
 GF0669
 GF0669:                Primary Azimuth Mark                     Grid Az
 GF0669:SPC AR N     -  ALCO                                     223 02 30.1
 GF0669:UTM  15      -  ALCO                                     222 27 17.3
 GF0669
 GF0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV7148687337(NAD 83)
 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             355.54   (m)         1166.5    (f) LEVELING    3  
 GF0669
 GF0669.Superseded values are not recommended for survey control.
 GF0669
 GF0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0669.See file dsdata.pdf to determine how the superseded data were derived.
 GF0669
 GF0669_MARKER: DS = TRIANGULATION STATION DISK
 GF0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0669_STAMPING: GREEN 1953
 GF0669_MARK LOGO: CGS
 GF0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0669+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0829 ***********************************************************************
 GF0829  DESIGNATION -  GREEN FOREST MUNICIPAL TANK
 GF0829  PID         -  GF0829
 GF0829  STATE/COUNTY-  AR/CARROLL
 GF0829  COUNTRY     -  US
 GF0829  USGS QUAD   -  GREEN FOREST (2017)
 GF0829
 GF0829                         *CURRENT SURVEY CONTROL
 GF0829  ______________________________________________________________________
 GF0829* NAD 83(1997) POSITION- 36 20 04.31956(N) 093 26 08.70427(W)   ADJUSTED
 GF0829  ______________________________________________________________________
 GF0829  GEOID HEIGHT    -        -28.246 (meters)                     GEOID18
 GF0829  LAPLACE CORR    -         -0.62  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0829.GEOID18 height accuracy estimate available here.
 GF0829
 GF0829.Click photographs - Photos may exist for this station.
 GF0829
 GF0829.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0829
 GF0829. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA6089321142(NAD 83)
 GF0829
 GF0829                          SUPERSEDED SURVEY CONTROL
 GF0829
 GF0829  NAD 83(1997)-  36 20 04.32789(N)    093 26 08.70467(W) AD(       ) 3
 GF0829  NAD 83(1993)-  36 20 04.33046(N)    093 26 08.70349(W) AD(       ) 3
 GF0829  NAD 83(1986)-  36 20 04.33021(N)    093 26 08.70447(W) AD(       ) 3
 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
 GF0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0829.See file dsdata.pdf to determine how the superseded data were derived.
 GF0829
 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 = MARCH 20, 2026 22:17:28 EDT
 DK1044 ***********************************************************************
 DK1044  DESIGNATION -  GREEN GROVE BOLT
 DK1044  PID         -  DK1044
 DK1044  STATE/COUNTY-  AR/ASHLEY
 DK1044  COUNTRY     -  US
 DK1044  USGS QUAD   -  EMPIRE (2017)
 DK1044
 DK1044                         *CURRENT SURVEY CONTROL
 DK1044  ______________________________________________________________________
 DK1044* NAD 83(1986) POSITION- 33 06 43.81   (N) 091 29 10.33   (W)   HD_HELD1
 DK1044* NAVD 88 ORTHO HEIGHT -    33.091 (meters)      108.57  (feet) ADJUSTED
 DK1044  ______________________________________________________________________
 DK1044  GEOID HEIGHT    -        -25.889 (meters)                     GEOID18
 DK1044  DYNAMIC HEIGHT  -         33.056 (meters)      108.45  (feet) COMP
 DK1044  MODELED GRAVITY -    979,583.0   (mgal)                       NAVD 88
 DK1044
 DK1044  VERT ORDER      -  FIRST     CLASS II
 DK1044
 DK1044.The horizontal coordinates were determined by differentially corrected
 DK1044.hand held GPS observations or other comparable positioning techniques
 DK1044.and have an estimated accuracy of +/- 3 meters.
 DK1044
 DK1044.The orthometric height was determined by differential leveling and
 DK1044.adjusted by the NATIONAL GEODETIC SURVEY
 DK1044.in June 1991.
 DK1044
 DK1044.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1044.GEOID18 height accuracy estimate available here.
 DK1044
 DK1044.Click photographs - Photos may exist for this station.
 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     -   449,533.6     447,957.2     MT  (+/- 3 meters HH1 GPS) 
 DK1044
 DK1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS4124064741(NAD 83)
 DK1044
 DK1044                          SUPERSEDED SURVEY CONTROL
 DK1044
 DK1044  NGVD 29 (11/26/84)   33.195  (m)          108.91   (f) ADJUSTED    1 2
 DK1044
 DK1044.Superseded values are not recommended for survey control.
 DK1044
 DK1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1044.See file dsdata.pdf to determine how the superseded data were derived.
 DK1044
 DK1044_MARKER: B = BOLT
 DK1044_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK1044_SP_SET: UNDERGROUND STONE
 DK1044_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1044
 DK1044  HISTORY     - Date     Condition        Report By
 DK1044  HISTORY     - UNK      MONUMENTED       USACE
 DK1044  HISTORY     - 1934     GOOD             CGS
 DK1044  HISTORY     - 1939     GOOD             CGS
 DK1044  HISTORY     - 20220907 MARK NOT FOUND   ARHD
 DK1044
 DK1044                          STATION DESCRIPTION
 DK1044
 DK1044'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 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.
 DK1044
 DK1044                          STATION RECOVERY (2022)
 DK1044
 DK1044'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2022 (CW)
 DK1044'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK1045 ***********************************************************************
 DK1045  DESIGNATION -  GREEN GROVE CAP
 DK1045  PID         -  DK1045
 DK1045  STATE/COUNTY-  AR/ASHLEY
 DK1045  COUNTRY     -  US
 DK1045  USGS QUAD   -  EMPIRE (2017)
 DK1045
 DK1045                         *CURRENT SURVEY CONTROL
 DK1045  ______________________________________________________________________
 DK1045* NAD 83(1986) POSITION- 33 06 43.81   (N) 091 29 10.33   (W)   HD_HELD1
 DK1045* NAVD 88 ORTHO HEIGHT -    34.335 (meters)      112.65  (feet) ADJUSTED
 DK1045  ______________________________________________________________________
 DK1045  GEOID HEIGHT    -        -25.889 (meters)                     GEOID18
 DK1045  DYNAMIC HEIGHT  -         34.299 (meters)      112.53  (feet) COMP
 DK1045  MODELED GRAVITY -    979,583.0   (mgal)                       NAVD 88
 DK1045
 DK1045  VERT ORDER      -  FIRST     CLASS II
 DK1045
 DK1045.The horizontal coordinates were determined by differentially corrected
 DK1045.hand held GPS observations or other comparable positioning techniques
 DK1045.and have an estimated accuracy of +/- 3 meters.
 DK1045
 DK1045.The orthometric height was determined by differential leveling and
 DK1045.adjusted by the NATIONAL GEODETIC SURVEY
 DK1045.in June 1991.
 DK1045
 DK1045.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1045.GEOID18 height accuracy estimate available here.
 DK1045
 DK1045.Click photographs - Photos may exist for this station.
 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     -   449,533.6     447,957.2     MT  (+/- 3 meters HH1 GPS) 
 DK1045
 DK1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS4124064741(NAD 83)
 DK1045
 DK1045                          SUPERSEDED SURVEY CONTROL
 DK1045
 DK1045  NGVD 29 (11/26/84)   34.435  (m)          112.98   (f) ADJUSTED    1 2
 DK1045
 DK1045.Superseded values are not recommended for survey control.
 DK1045
 DK1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1045.See file dsdata.pdf to determine how the superseded data were derived.
 DK1045
 DK1045_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1045_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1045_MARK LOGO: USACE
 DK1045_MAGNETIC: P = MARKER IS A STEEL PIPE
 DK1045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1045
 DK1045  HISTORY     - Date     Condition        Report By
 DK1045  HISTORY     - UNK      MONUMENTED       USACE
 DK1045  HISTORY     - 1934     GOOD             CGS
 DK1045  HISTORY     - 1939     GOOD             CGS
 DK1045
 DK1045                          STATION DESCRIPTION
 DK1045
 DK1045'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DK1045'THE MARK IS A PIPE STONE BENCH WITH BRASS CAP, LOCATED 3.95 MILES EAST
 DK1045'OF PARKDALE, ASHLEY COUNTY, ARKANSAS, SEC. 26 T18S, R4W, ON PROPERTY
 DK1045'OF C.C. MORSCHEIMER AND IS 4 FEET EAST OF NORTHEAST CORNER OF GREEN
 DK1045'GROVE (COL.) CHURCH.  63.7 FEET SOUTH OF CENTERLINE OF DIRT HIGHWAY 8.
 DK1045'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 = MARCH 20, 2026 22:17:28 EDT
 GE1037 ***********************************************************************
 GE1037  DESIGNATION -  GREENE
 GE1037  PID         -  GE1037
 GE1037  STATE/COUNTY-  AR/GREENE
 GE1037  COUNTRY     -  US
 GE1037  USGS QUAD   -  WALNUT RIDGE SE (2017)
 GE1037
 GE1037                         *CURRENT SURVEY CONTROL
 GE1037  ______________________________________________________________________
 GE1037* NAD 83(1997) POSITION- 36 04 13.84343(N) 090 48 13.93104(W)   ADJUSTED
 GE1037* NAVD 88 ORTHO HEIGHT -    80.    (meters)      262.    (feet) SCALED
 GE1037  ______________________________________________________________________
 GE1037  GEOID HEIGHT    -        -28.068 (meters)                     GEOID18
 GE1037  LAPLACE CORR    -         -0.64  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE1037.GEOID18 height accuracy estimate available here.
 GE1037
 GE1037.Click photographs - Photos may exist for this station.
 GE1037
 GE1037.The Laplace correction was computed from DEFLEC18 derived deflections.
 GE1037
 GE1037. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV9777094001(NAD 83)
 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
 GE1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1037.See file dsdata.pdf to determine how the superseded data were derived.
 GE1037
 GE1037_MARKER: DS = TRIANGULATION STATION DISK
 GE1037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE1037_STAMPING: GREENE 1953
 GE1037_MARK LOGO: CGS
 GE1037_PROJECTION: RECESSED 46 CENTIMETERS
 GE1037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE1037+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0787 ***********************************************************************
 FF0787  DESIGNATION -  GREENFIELD RM
 FF0787  PID         -  FF0787
 FF0787  STATE/COUNTY-  AR/POINSETT
 FF0787  COUNTRY     -  US
 FF0787  USGS QUAD   -  GREENFIELD (2017)
 FF0787
 FF0787                         *CURRENT SURVEY CONTROL
 FF0787  ______________________________________________________________________
 FF0787* NAD 83(1986) POSITION- 35 38 11.     (N) 090 42 44.     (W)   SCALED
 FF0787* NAVD 88 ORTHO HEIGHT -    76.613 (meters)      251.35  (feet) ADJUSTED
 FF0787  ______________________________________________________________________
 FF0787  GEOID HEIGHT    -        -27.684 (meters)                     GEOID18
 FF0787  DYNAMIC HEIGHT  -         76.546 (meters)      251.13  (feet) COMP
 FF0787  MODELED GRAVITY -    979,762.9   (mgal)                       NAVD 88
 FF0787
 FF0787  VERT ORDER      -  FIRST     CLASS II
 FF0787
 FF0787.The horizontal coordinates were scaled from a map and have
 FF0787.an estimated accuracy of +/- 6 seconds.
 FF0787
 FF0787.The orthometric height was determined by differential leveling and
 FF0787.adjusted by the NATIONAL GEODETIC SURVEY
 FF0787.in June 1991.
 FF0787
 FF0787.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0787.GEOID18 height accuracy estimate available here.
 FF0787
 FF0787.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV071460(NAD 83)
 FF0787
 FF0787                          SUPERSEDED SURVEY CONTROL
 FF0787
 FF0787  NGVD 29 (11/26/84)   76.546  (m)          251.13   (f) ADJUSTED    1 2
 FF0787
 FF0787.Superseded values are not recommended for survey control.
 FF0787
 FF0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0787.See file dsdata.pdf to determine how the superseded data were derived.
 FF0787
 FF0787_MARKER: DR = REFERENCE MARK DISK
 FF0787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0787_PROJECTION: FLUSH
 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       USACE
 FF0787  HISTORY     - 1956     GOOD             CGS
 FF0787
 FF0787                          STATION DESCRIPTION
 FF0787
 FF0787'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0787'5.1 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 FF0787'AT HARRISBURG, AT GREENFIELD, 11 1/2 FEET EAST OF EAST RAIL OF MAIN
 FF0787'TRACK, 116 1/2 FEET WEST-SOUTHWEST OF SOUTHWEST CORNER OF AN ABANDONED
 FF0787'BRICK STORE BUILDING, 26 FEET NORTHEAST OF CENTER OF CROSSING OF TRACK
 FF0787'AND A GRAVEL ROAD, 19 FEET NORTH OF CENTERLINE OF ROAD, 88 FEET
 FF0787'SOUTH-SOUTHWEST OF TELEPHONE POLE NO. 251/20, 78 1/2 FEET SOUTH OF
 FF0787'STATION SIGN, ABOUT 1 FOOT BELOW LEVEL OF TRACK AND SET IN THE TOP OF
 FF0787'A CONCRETE POST ABOUT FLUSH WITH GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GE1013 ***********************************************************************
 GE1013  DESIGNATION -  GREENWAY
 GE1013  PID         -  GE1013
 GE1013  STATE/COUNTY-  AR/CLAY
 GE1013  COUNTRY     -  US
 GE1013  USGS QUAD   -  RECTOR (2017)
 GE1013
 GE1013                         *CURRENT SURVEY CONTROL
 GE1013  ______________________________________________________________________
 GE1013* NAD 83(1997) POSITION- 36 18 25.36169(N) 090 15 54.86378(W)   ADJUSTED
 GE1013* NAVD 88 ORTHO HEIGHT -   155.    (meters)      509.    (feet) SCALED
 GE1013  ______________________________________________________________________
 GE1013  GEOID HEIGHT    -        -28.519 (meters)                     GEOID18
 GE1013  LAPLACE CORR    -         -0.65  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE1013.GEOID18 height accuracy estimate available here.
 GE1013
 GE1013.Click photographs - Photos may exist for this station.
 GE1013
 GE1013.The Laplace correction was computed from DEFLEC18 derived deflections.
 GE1013
 GE1013. The following values were computed from the NAD 83(1997) position.
 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                                  113 53 13.5
 GE1013:SPC MO E     -  KENNETT                                  114 45 27.1
 GE1013:UTM  15      -  KENNETT                                  113 16 35.2
 GE1013
 GE1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA4554621476(NAD 83)
 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
 GE1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1013.See file dsdata.pdf to determine how the superseded data were derived.
 GE1013
 GE1013_MARKER: DS = TRIANGULATION STATION DISK
 GE1013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE1013_STAMPING: GREENWAY 1953
 GE1013_MARK LOGO: CGS
 GE1013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE1013+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FH1002 ***********************************************************************
 FH1002  DESIGNATION -  GREENWOOD
 FH1002  PID         -  FH1002
 FH1002  STATE/COUNTY-  AR/CRAWFORD
 FH1002  COUNTRY     -  US
 FH1002  USGS QUAD   -  FORT SMITH (2017)
 FH1002
 FH1002                         *CURRENT SURVEY CONTROL
 FH1002  ______________________________________________________________________
 FH1002* NAD 83(1997) POSITION- 35 27 01.70248(N) 094 26 28.36836(W)   ADJUSTED
 FH1002* NAVD 88 ORTHO HEIGHT -   156.    (meters)      512.    (feet) SCALED
 FH1002  ______________________________________________________________________
 FH1002  GEOID HEIGHT    -        -29.868 (meters)                     GEOID18
 FH1002  LAPLACE CORR    -          0.67  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1002.GEOID18 height accuracy estimate available here.
 FH1002
 FH1002.Click photographs - Photos may exist for this station.
 FH1002
 FH1002.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1002
 FH1002. The following values were computed from the NAD 83(1997) position.
 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     -   0.99998019  x   0.99993865  =   0.99991884
 FH1002!SPC OK N     -   0.99998019  x   1.00002312  =   1.00000331
 FH1002!SPC OK S     -   0.99998019  x   1.00005013  =   1.00003032
 FH1002!UTM  15      -   0.99998019  x   0.99981081  =   0.99979100
 FH1002
 FH1002:                Primary Azimuth Mark                     Grid Az
 FH1002:SPC AR N     -  GREENWOOD AZ MK                          192 23 43.0
 FH1002:SPC OK N     -  GREENWOOD AZ MK                          188 52 28.4
 FH1002:SPC OK S     -  GREENWOOD AZ MK                          188 57 17.0
 FH1002:UTM  15      -  GREENWOOD AZ MK                          191 48 38.8
 FH1002
 FH1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV6920723954(NAD 83)
 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(1993)-  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
 FH1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1002.See file dsdata.pdf to determine how the superseded data were derived.
 FH1002
 FH1002_MARKER: DS = TRIANGULATION STATION DISK
 FH1002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH1002_STAMPING: GREENWOOD 1935
 FH1002_MARK LOGO: CGS
 FH1002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH1002+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1822 ***********************************************************************
 FF1822  DESIGNATION -  GREGORY
 FF1822  PID         -  FF1822
 FF1822  STATE/COUNTY-  AR/WOODRUFF
 FF1822  COUNTRY     -  US
 FF1822  USGS QUAD   -  GREGORY (2017)
 FF1822
 FF1822                         *CURRENT SURVEY CONTROL
 FF1822  ______________________________________________________________________
 FF1822* NAD 83(1997) POSITION- 35 09 16.31858(N) 091 20 33.13042(W)   ADJUSTED
 FF1822* NAVD 88 ORTHO HEIGHT -    61.    (meters)      200.    (feet) SCALED
 FF1822  ______________________________________________________________________
 FF1822  GEOID HEIGHT    -        -27.312 (meters)                     GEOID18
 FF1822  LAPLACE CORR    -          0.54  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1822.GEOID18 height accuracy estimate available here.
 FF1822
 FF1822.Click photographs - Photos may exist for this station.
 FF1822
 FF1822.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1822
 FF1822. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999471  x   0.99996388  =   0.99995859
 FF1822!SPC AR S     -   0.99999471  x   1.00010956  =   1.00010427
 FF1822!UTM  15      -   0.99999471  x   0.99988089  =   0.99987560
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU5096891437(NAD 83)
 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
 FF1822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1822.See file dsdata.pdf to determine how the superseded data were derived.
 FF1822
 FF1822_MARKER: DS = TRIANGULATION STATION DISK
 FF1822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1822_STAMPING: GREGORY 1954
 FF1822_MARK LOGO: CGS
 FF1822_PROJECTION: FLUSH
 FF1822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1822+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EH3019 ***********************************************************************
 EH3019  DESIGNATION -  GRIDER
 EH3019  PID         -  EH3019
 EH3019  STATE/COUNTY-  AR/JEFFERSON
 EH3019  COUNTRY     -  US
 EH3019  USGS QUAD   -  LADD (2017)
 EH3019
 EH3019                         *CURRENT SURVEY CONTROL
 EH3019  ______________________________________________________________________
 EH3019* NAD 83(1997) POSITION- 34 10 41.18140(N) 091 56 18.45391(W)   ADJUSTED
 EH3019* NAVD 88 ORTHO HEIGHT -    62.    (meters)      203.    (feet) SCALED
 EH3019  ______________________________________________________________________
 EH3019  GEOID HEIGHT    -        -25.942 (meters)                     GEOID18
 EH3019  LAPLACE CORR    -         -0.24  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH3019.GEOID18 height accuracy estimate available here.
 EH3019
 EH3019.Click photographs - Photos may exist for this station.
 EH3019
 EH3019.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH3019
 EH3019. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999435  x   0.99992160  =   0.99991595
 EH3019!UTM  15      -   0.99999435  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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT9782782413(NAD 83)
 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
 EH3019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3019.See file dsdata.pdf to determine how the superseded data were derived.
 EH3019
 EH3019_MARKER: DS = TRIANGULATION STATION DISK
 EH3019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH3019_STAMPING: GRIDER 1964
 EH3019_MARK LOGO: CGS
 EH3019_PROJECTION: FLUSH
 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     - 1965     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 (1965)
 EH3019
 EH3019'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1567 ***********************************************************************
 EH1567  DESIGNATION -  GRIDER FIELD ARP
 EH1567  PID         -  EH1567
 EH1567  STATE/COUNTY-  AR/JEFFERSON
 EH1567  COUNTRY     -  US
 EH1567  USGS QUAD   -  LADD (2017)
 EH1567
 EH1567                         *CURRENT SURVEY CONTROL
 EH1567  ______________________________________________________________________
 EH1567* NAD 83(1986) POSITION- 34 10 53.     (N) 091 56 06.     (W)   SCALED
 EH1567* NAVD 88 ORTHO HEIGHT -    61.296 (meters)      201.10  (feet) ADJUSTED
 EH1567  ______________________________________________________________________
 EH1567  GEOID HEIGHT    -        -25.946 (meters)                     GEOID18
 EH1567  DYNAMIC HEIGHT  -         61.237 (meters)      200.91  (feet) COMP
 EH1567  MODELED GRAVITY -    979,666.1   (mgal)                       NAVD 88
 EH1567
 EH1567  VERT ORDER      -  SECOND    CLASS I
 EH1567
 EH1567.This mark is at Grider Field Airport (PBF)
 EH1567
 EH1567.The horizontal coordinates were scaled from a map and have
 EH1567.an estimated accuracy of +/- 6 seconds.
 EH1567
 EH1567.The orthometric height was determined by differential leveling and
 EH1567.adjusted by the NATIONAL GEODETIC SURVEY
 EH1567.in September 2023.
 EH1567
 EH1567.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1567.GEOID18 height accuracy estimate available here.
 EH1567
 EH1567.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT981827(NAD 83)
 EH1567
 EH1567                          SUPERSEDED SURVEY CONTROL
 EH1567
 EH1567  NAVD 88 (06/15/91)   61.400  (m)          201.44   (f) SUPERSEDED  2 0
 EH1567  NGVD 29 (11/26/84)   61.487  (m)          201.73   (f) ADJUSTED    2 0
 EH1567
 EH1567.Superseded values are not recommended for survey control.
 EH1567
 EH1567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1567.See file dsdata.pdf to determine how the superseded data were derived.
 EH1567
 EH1567_MARKER: DT = TOPOGRAPHIC STATION DISK
 EH1567_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 EH1567+WITH SETTING: PAVEMENT
 EH1567_SP_SET: LIGHT BASE
 EH1567_STAMPING: ARP 1957
 EH1567_MARK LOGO: CGS
 EH1567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1567+STABILITY: SURFACE MOTION
 EH1567_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH1567+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2007
 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  HISTORY     - 20070506 GOOD             MAEC
 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.
 EH1567
 EH1567                          STATION RECOVERY (2007)
 EH1567
 EH1567'RECOVERY NOTE BY MA ENGINEERING CONSULT INC 2007 (SH)
 EH1567'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ3551 ***********************************************************************
 DQ3551  DESIGNATION -  GRIGGS
 DQ3551  PID         -  DQ3551
 DQ3551  STATE/COUNTY-  AR/SEARCY
 DQ3551  COUNTRY     -  US
 DQ3551  USGS QUAD   -  LESLIE (2017)
 DQ3551
 DQ3551                         *CURRENT SURVEY CONTROL
 DQ3551  ______________________________________________________________________
 DQ3551* NAD 83(1986) POSITION- 35 49 51.8    (N) 092 33 43.0    (W)   HD_HELD2
 DQ3551* NAVD 88 ORTHO HEIGHT -   296.262 (meters)      971.99  (feet) ADJUSTED
 DQ3551  ______________________________________________________________________
 DQ3551  GEOID HEIGHT    -        -27.953 (meters)                     GEOID18
 DQ3551  DYNAMIC HEIGHT  -        295.992 (meters)      971.10  (feet) COMP
 DQ3551  MODELED GRAVITY -    979,711.1   (mgal)                       NAVD 88
 DQ3551
 DQ3551  VERT ORDER      -  SECOND    CLASS I
 DQ3551
 DQ3551.The horizontal coordinates were established by autonomous hand held GPS
 DQ3551.observations and have an estimated accuracy of +/- 10 meters.
 DQ3551
 DQ3551.The orthometric height was determined by differential leveling and
 DQ3551.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3551.in January 2017.
 DQ3551
 DQ3551.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3551.GEOID18 height accuracy estimate available here.
 DQ3551
 DQ3551.Click photographs - Photos may exist for this station.
 DQ3551
 DQ3551.The dynamic height is computed by dividing the NAVD 88
 DQ3551.geopotential number by the normal gravity value computed on the
 DQ3551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3551.degrees latitude (g = 980.6199 gals.).
 DQ3551
 DQ3551.The modeled gravity was interpolated from observed gravity values.
 DQ3551
 DQ3551;                    North         East    Units  Estimated Accuracy
 DQ3551;SPC AR N     -   166,306.      349,228.      MT  (+/- 10 meters HH2 GPS)
 DQ3551
 DQ3551_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV3956565298(NAD 83)
 DQ3551
 DQ3551                          SUPERSEDED SURVEY CONTROL
 DQ3551
 DQ3551.No superseded survey control is available for this station.
 DQ3551
 DQ3551_MARKER: DB = BENCH MARK DISK
 DQ3551_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ3551_SP_SET: HEADWALL
 DQ3551_STAMPING: GRIGGS 2016
 DQ3551_MARK LOGO: ARHD
 DQ3551_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3551+STABILITY: SURFACE MOTION
 DQ3551_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3551+SATELLITE: SATELLITE OBSERVATIONS - January 03, 2016
 DQ3551
 DQ3551  HISTORY     - Date     Condition        Report By
 DQ3551  HISTORY     - 20160103 MONUMENTED       ARHD
 DQ3551
 DQ3551                          STATION DESCRIPTION
 DQ3551
 DQ3551'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 DQ3551'THE STATION IS LOCATED ABOUT 6.6 MI (10.6 KM) SOUTHEAST OF MARSHALL,
 DQ3551'5.9 MI (9.5 KM) WEST OF OXLEY AND IN THE TOWN OF LESLIE, AR.
 DQ3551'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ3551'
 DQ3551'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 66,
 DQ3551'GO EAST ON HIGHWAY 66 FOR 0.15 MI (0.24 KM) THEN TURN LEFT ON CITY
 DQ3551'STREET BAKER ROAD AND GO NORTH ON BAKER ROAD FOR 0.15 MI (0.24 KM) TO
 DQ3551'THE STATION ON THE RIGHT.
 DQ3551'
 DQ3551'IT IS 41 FT (12.5 M) WEST OF A COMBINATION POLE AND FENCE, 24 FT (7.3
 DQ3551'M) EAST OF BAKER STREET CENTERLINE AND 2 FT (0.6 M) NORTH OF THE SOUTH
 DQ3551'END OF THE EAST HEADWALL.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1778 ***********************************************************************
 FF1778  DESIGNATION -  GRUBBS
 FF1778  PID         -  FF1778
 FF1778  STATE/COUNTY-  AR/JACKSON
 FF1778  COUNTRY     -  US
 FF1778  USGS QUAD   -  GRUBBS (2017)
 FF1778
 FF1778                         *CURRENT SURVEY CONTROL
 FF1778  ______________________________________________________________________
 FF1778* NAD 83(1997) POSITION- 35 38 59.60085(N) 091 04 42.81161(W)   ADJUSTED
 FF1778* NAVD 88 ORTHO HEIGHT -    70.36  (+/-2cm)      230.8   (feet) VERTCON3
 FF1778  ______________________________________________________________________
 FF1778  GEOID HEIGHT    -        -27.601 (meters)                     GEOID18
 FF1778  LAPLACE CORR    -         -0.28  (seconds)                    DEFLEC18
 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
 FF1778.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1778.GEOID18 height accuracy estimate available here.
 FF1778
 FF1778.The vertical order pertains to the NGVD 29 superseded value.
 FF1778
 FF1778.Click photographs - Photos may exist for this station.
 FF1778
 FF1778.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1778
 FF1778. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 FF1778:SPC AR N     -  GRUBBS AZ MK                             276 58 57.8
 FF1778:UTM  15      -  GRUBBS AZ MK                             276 23 55.5
 FF1778
 FF1778_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV7394746817(NAD 83)
 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(1995)-  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              70.29   (m)          230.6    (f) LEVELING    3  
 FF1778
 FF1778.Superseded values are not recommended for survey control.
 FF1778
 FF1778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1778.See file dsdata.pdf to determine how the superseded data were derived.
 FF1778
 FF1778_MARKER: DS = TRIANGULATION STATION DISK
 FF1778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1778_STAMPING: GRUBBS 1954
 FF1778_MARK LOGO: CGS
 FF1778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1778+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1804 ***********************************************************************
 FG1804  DESIGNATION -  GUM
 FG1804  PID         -  FG1804
 FG1804  STATE/COUNTY-  AR/NEWTON
 FG1804  COUNTRY     -  US
 FG1804  USGS QUAD   -  PARTHENON (2017)
 FG1804
 FG1804                         *CURRENT SURVEY CONTROL
 FG1804  ______________________________________________________________________
 FG1804* NAD 83(1997) POSITION- 35 57 39.33619(N) 093 09 35.98652(W)   ADJUSTED
 FG1804* NAVD 88 ORTHO HEIGHT -   652.    (meters)     2139.    (feet) SCALED
 FG1804  ______________________________________________________________________
 FG1804  GEOID HEIGHT    -        -28.130 (meters)                     GEOID18
 FG1804  LAPLACE CORR    -         -2.29  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1804.GEOID18 height accuracy estimate available here.
 FG1804
 FG1804.Click photographs - Photos may exist for this station.
 FG1804
 FG1804.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1804
 FG1804. The following values were computed from the NAD 83(1997) position.
 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     -   0.99990208  x   0.99995749  =   0.99985957
 FG1804!UTM  15      -   0.99990208  x   0.99960256  =   0.99950467
 FG1804
 FG1804:                Primary Azimuth Mark                     Grid Az
 FG1804:SPC AR N     -  COMPTON RESET                            310 48 11.7
 FG1804:UTM  15      -  COMPTON RESET                            310 13 19.9
 FG1804
 FG1804_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV8557279626(NAD 83)
 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
 FG1804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1804.See file dsdata.pdf to determine how the superseded data were derived.
 FG1804
 FG1804_MARKER: DS = TRIANGULATION STATION DISK
 FG1804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1804_STAMPING: GUM 1953
 FG1804_MARK LOGO: CGS
 FG1804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1804+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FH0973 ***********************************************************************
 FH0973  DESIGNATION -  GUNN
 FH0973  PID         -  FH0973
 FH0973  STATE/COUNTY-  AR/CRAWFORD
 FH0973  COUNTRY     -  US
 FH0973  USGS QUAD   -  ALMA (2017)
 FH0973
 FH0973                         *CURRENT SURVEY CONTROL
 FH0973  ______________________________________________________________________
 FH0973* NAD 83(1997) POSITION- 35 24 39.42462(N) 094 14 08.85627(W)   ADJUSTED
 FH0973* NAVD 88 ORTHO HEIGHT -   149.    (meters)      489.    (feet) SCALED
 FH0973  ______________________________________________________________________
 FH0973  GEOID HEIGHT    -        -29.848 (meters)                     GEOID18
 FH0973  LAPLACE CORR    -          1.73  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0973.GEOID18 height accuracy estimate available here.
 FH0973
 FH0973.Click photographs - Photos may exist for this station.
 FH0973
 FH0973.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH0973
 FH0973. The following values were computed from the NAD 83(1997) position.
 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     -   0.99998129  x   0.99994048  =   0.99992177
 FH0973!UTM  15      -   0.99998129  x   0.99975515  =   0.99973644
 FH0973
 FH0973:                Primary Azimuth Mark                     Grid Az
 FH0973:SPC AR N     -  GUNN AZ MK                               136 15 25.9
 FH0973:UTM  15      -  GUNN AZ MK                               135 40 20.4
 FH0973
 FH0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV8779519318(NAD 83)
 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(1993)-  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
 FH0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0973.See file dsdata.pdf to determine how the superseded data were derived.
 FH0973
 FH0973_MARKER: DS = TRIANGULATION STATION DISK
 FH0973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0973_STAMPING: GUNN 1940
 FH0973_MARK LOGO: CGS
 FH0973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0973+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DQ3521 ***********************************************************************
 DQ3521  DESIGNATION -  GUNN
 DQ3521  PID         -  DQ3521
 DQ3521  STATE/COUNTY-  AR/VAN BUREN
 DQ3521  COUNTRY     -  US
 DQ3521  USGS QUAD   -  CLINTON (2017)
 DQ3521
 DQ3521                         *CURRENT SURVEY CONTROL
 DQ3521  ______________________________________________________________________
 DQ3521* NAD 83(1986) POSITION- 35 35 38.58   (N) 092 27 38.63   (W)   HD_HELD1
 DQ3521* NAVD 88 ORTHO HEIGHT -   160.715 (meters)      527.28  (feet) ADJUSTED
 DQ3521  ______________________________________________________________________
 DQ3521  GEOID HEIGHT    -        -27.948 (meters)                     GEOID18
 DQ3521  DYNAMIC HEIGHT  -        160.569 (meters)      526.80  (feet) COMP
 DQ3521  MODELED GRAVITY -    979,723.7   (mgal)                       NAVD 88
 DQ3521
 DQ3521  VERT ORDER      -  SECOND    CLASS I
 DQ3521
 DQ3521.The horizontal coordinates were determined by differentially corrected
 DQ3521.hand held GPS observations or other comparable positioning techniques
 DQ3521.and have an estimated accuracy of +/- 3 meters.
 DQ3521
 DQ3521.The orthometric height was determined by differential leveling and
 DQ3521.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3521.in January 2017.
 DQ3521
 DQ3521.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3521.GEOID18 height accuracy estimate available here.
 DQ3521
 DQ3521.Click photographs - Photos may exist for this station.
 DQ3521
 DQ3521.The dynamic height is computed by dividing the NAVD 88
 DQ3521.geopotential number by the normal gravity value computed on the
 DQ3521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3521.degrees latitude (g = 980.6199 gals.).
 DQ3521
 DQ3521.The modeled gravity was interpolated from observed gravity values.
 DQ3521
 DQ3521;                    North         East    Units  Estimated Accuracy
 DQ3521;SPC AR N     -   139,963.5     358,249.8     MT  (+/- 3 meters HH1 GPS) 
 DQ3521
 DQ3521_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV4885139057(NAD 83)
 DQ3521
 DQ3521                          SUPERSEDED SURVEY CONTROL
 DQ3521
 DQ3521.No superseded survey control is available for this station.
 DQ3521
 DQ3521_MARKER: DZ = AZIMUTH MARK DISK
 DQ3521_SETTING: 66 = SET IN ROCK OUTCROP
 DQ3521_STAMPING: GUNN 2015
 DQ3521_MARK LOGO: NGS
 DQ3521_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ3521_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DQ3521+STABILITY: POSITION/ELEVATION WELL
 DQ3521_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3521+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2025
 DQ3521
 DQ3521  HISTORY     - Date     Condition        Report By
 DQ3521  HISTORY     - 20151008 MONUMENTED       ARHD
 DQ3521  HISTORY     - 20250723 GOOD             ARHD
 DQ3521
 DQ3521                          STATION DESCRIPTION
 DQ3521
 DQ3521'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 DQ3521'THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) WEST-SOUTHWEST OF
 DQ3521'SHIRLEY, 7.9 MI (12.7 KM) SOUTH-SOUTHEAST OF BOTKINBURG AND IN THE
 DQ3521'TOWN OF CLINTON, AR.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ3521'
 DQ3521'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 95 AND STATE HIGHWAY
 DQ3521'65B, GO EAST ON HIGHWAY 65B FOR 0.1 MI (0.2 KM) TO THE STATION ON THE
 DQ3521'RIGHT, IN A ROCK OUTCROP.
 DQ3521'
 DQ3521'IT IS 108 FT (32.9 M) SOUTHEAST OF INTERSECTIONS OF HIGHWAY 65B AND
 DQ3521'OAK STREET, 49 FT (14.9 M) SOUTH OF HIGHWAY 65B CENTERLINE, 42 FT
 DQ3521'(12.8 M) SOUTHEAST OF THE NORTHEAST CORNER OF THE APARTMENT BUILDING
 DQ3521'115 AND 42 FT (12.8 M) WEST OF A COMBINATION POLE.
 DQ3521
 DQ3521                          STATION RECOVERY (2025)
 DQ3521
 DQ3521'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2025 (WAT)
 DQ3521'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL1430 ***********************************************************************
 DL1430  DESIGNATION -  GURDON
 DL1430  PID         -  DL1430
 DL1430  STATE/COUNTY-  AR/CLARK
 DL1430  COUNTRY     -  US
 DL1430  USGS QUAD   -  GURDON (2017)
 DL1430
 DL1430                         *CURRENT SURVEY CONTROL
 DL1430  ______________________________________________________________________
 DL1430* NAD 83(1997) POSITION- 33 54 29.21482(N) 093 11 33.14412(W)   ADJUSTED
 DL1430* NAVD 88 ORTHO HEIGHT -    82.7   (meters)      271.    (feet) VERTCON3
 DL1430  ______________________________________________________________________
 DL1430  GEOID HEIGHT    -        -26.735 (meters)                     GEOID18
 DL1430  LAPLACE CORR    -          1.30  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1430.GEOID18 height accuracy estimate available here.
 DL1430
 DL1430.Click photographs - Photos may exist for this station.
 DL1430
 DL1430.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1430
 DL1430. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999121  x   0.99992089  =   0.99991210
 DL1430!UTM  15      -   0.99999121  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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT8220051984(NAD 83)
 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(1993)-  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
 DL1430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1430.See file dsdata.pdf to determine how the superseded data were derived.
 DL1430
 DL1430_MARKER: DS = TRIANGULATION STATION DISK
 DL1430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1430_STAMPING: GURDON 1957
 DL1430_MARK LOGO: CGS
 DL1430_PROJECTION: FLUSH
 DL1430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1430+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DS3774 ***********************************************************************
 DS3774  DESIGNATION -  GURLEY
 DS3774  PID         -  DS3774
 DS3774  STATE/COUNTY-  AR/MADISON
 DS3774  COUNTRY     -  US
 DS3774  USGS QUAD   -  FORUM (2017)
 DS3774
 DS3774                         *CURRENT SURVEY CONTROL
 DS3774  ______________________________________________________________________
 DS3774* NAD 83(1986) POSITION- 36 07 55.8    (N) 093 40 54.2    (W)   HD_HELD2
 DS3774* NAVD 88 ORTHO HEIGHT -   401.789 (meters)     1318.20  (feet) ADJUSTED
 DS3774  ______________________________________________________________________
 DS3774  GEOID HEIGHT    -        -28.023 (meters)                     GEOID18
 DS3774  DYNAMIC HEIGHT  -        401.423 (meters)     1317.00  (feet) COMP
 DS3774  MODELED GRAVITY -    979,710.0   (mgal)                       NAVD 88
 DS3774
 DS3774  VERT ORDER      -  SECOND    CLASS I
 DS3774
 DS3774.The horizontal coordinates were established by autonomous hand held GPS
 DS3774.observations and have an estimated accuracy of +/- 10 meters.
 DS3774
 DS3774.The orthometric height was determined by differential leveling and
 DS3774.adjusted by the NATIONAL GEODETIC SURVEY
 DS3774.in January 2026.
 DS3774
 DS3774.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3774.GEOID18 height accuracy estimate available here.
 DS3774
 DS3774.Click photographs - Photos may exist for this station.
 DS3774
 DS3774.The dynamic height is computed by dividing the NAVD 88
 DS3774.geopotential number by the normal gravity value computed on the
 DS3774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS3774.degrees latitude (g = 980.6199 gals.).
 DS3774
 DS3774.The modeled gravity was interpolated from observed gravity values.
 DS3774
 DS3774;                    North         East    Units  Estimated Accuracy
 DS3774;SPC AR N     -   200,863.      248,633.      MT  (+/- 10 meters HH2 GPS)
 DS3774
 DS3774_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV3866098823(NAD 83)
 DS3774
 DS3774                          SUPERSEDED SURVEY CONTROL
 DS3774
 DS3774.No superseded survey control is available for this station.
 DS3774
 DS3774_MARKER: DB = BENCH MARK DISK
 DS3774_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DS3774+WITH SETTING: PAVEMENT
 DS3774_SP_SET: WATER WELL
 DS3774_STAMPING: GURLEY 2025
 DS3774_MARK LOGO: ARHD
 DS3774_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS3774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS3774+STABILITY: SURFACE MOTION
 DS3774_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3774+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2025
 DS3774
 DS3774  HISTORY     - Date     Condition        Report By
 DS3774  HISTORY     - 20250819 MONUMENTED       ARHD
 DS3774
 DS3774                          STATION DESCRIPTION
 DS3774
 DS3774'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2025 (JDH)
 DS3774'THE MARK IS LOCATED ABOUT 5.3 MI (8.5 KM) WEST OF MARBLE, 4.6 MI (7.4
 DS3774'KM) NORTHEAST OF HUNTSVILLE AND 3.9 MI (6.3 KM) SOUTH-SOUTHEAST OF
 DS3774'FORUM.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DS3774'
 DS3774'TO REACH FROM THE INTERSECTION OF US HIGHWAY 412 AND STATE HIGHWAY 23,
 DS3774'HEAD EAST ALONG HIGHWAY 412 FOR 3.66 MI (5.89 KM) TO COUNTY ROAD
 DS3774'MADISON 1455.  TURN LEFT AND GO NORTH ALONG MADISON 1455 FOR 0.06 MI
 DS3774'(0.10 KM) TO THE STATION ON THE LEFT, AN ALUMINUM CAP SET IN THE TOP
 DS3774'OF A CONCRETE WATER WELL.
 DS3774'
 DS3774'IT IS 24 FT (7.3 M) WEST OF MADISON 1455, 14 FT (4.3 M) EAST OF THE
 DS3774'SOUTHEAST CORNER OF CONCRETE FOUNDATION AND 9 FT (2.7 M) WEST OF A
 DS3774'BARB WIRE FENCE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK0926 ***********************************************************************
 DK0926  DESIGNATION -  H
 DK0926  PID         -  DK0926
 DK0926  STATE/COUNTY-  AR/DREW
 DK0926  COUNTRY     -  US
 DK0926  USGS QUAD   -  MCGEHEE NORTH (2017)
 DK0926
 DK0926                         *CURRENT SURVEY CONTROL
 DK0926  ______________________________________________________________________
 DK0926* NAD 83(1986) POSITION- 33 42 43.     (N) 091 27 11.     (W)   SCALED
 DK0926* NAVD 88 ORTHO HEIGHT -    46.59  (+/-2cm)      152.9   (feet) VERTCON3
 DK0926  ______________________________________________________________________
 DK0926  GEOID HEIGHT    -        -26.114 (meters)                     GEOID18
 DK0926  VERT ORDER      -  ? (See Below)
 DK0926
 DK0926.The horizontal coordinates were scaled from a 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
 DK0926.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK0926.GEOID18 height accuracy estimate available here.
 DK0926
 DK0926.The vertical order pertains to the NGVD 29 superseded value.
 DK0926
 DK0926.Click photographs - Photos may exist for this station.
 DK0926
 DK0926;                    North         East    Units  Estimated Accuracy
 DK0926;SPC AR S     -   516,070.      450,700.      MT  (+/- 180 meters Scaled)
 DK0926
 DK0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT433312(NAD 83)
 DK0926
 DK0926                          SUPERSEDED SURVEY CONTROL
 DK0926
 DK0926  NGVD 29 (11/26/84)   46.715  (m)          153.26   (f) ADJUSTED       
 DK0926
 DK0926.Superseded values are not recommended for survey control.
 DK0926
 DK0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0926.See file dsdata.pdf to determine how the superseded data were derived.
 DK0926
 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  HISTORY     - 20071025 MARK NOT FOUND   UARM
 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.
 DK0926
 DK0926                          STATION RECOVERY (2007)
 DK0926
 DK0926'RECOVERY NOTE BY UNIVERSITY OF ARKANSAS MONTICELLO 2007 (DJM)
 DK0926'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR7325 ***********************************************************************
 DR7325  DESIGNATION -  H
 DR7325  PID         -  DR7325
 DR7325  STATE/COUNTY-  AR/SHARP
 DR7325  COUNTRY     -  US
 DR7325  USGS QUAD   -  HARDY (2017)
 DR7325
 DR7325                         *CURRENT SURVEY CONTROL
 DR7325  ______________________________________________________________________
 DR7325* NAD 83(1986) POSITION- 36 18 45.6    (N) 091 28 57.6    (W)   HD_HELD2
 DR7325* NAVD 88 ORTHO HEIGHT -   111.205 (meters)      364.85  (feet) ADJUSTED
 DR7325  ______________________________________________________________________
 DR7325  GEOID HEIGHT    -        -28.408 (meters)                     GEOID18
 DR7325  DYNAMIC HEIGHT  -        111.112 (meters)      364.54  (feet) COMP
 DR7325  MODELED GRAVITY -    979,802.1   (mgal)                       NAVD 88
 DR7325
 DR7325  VERT ORDER      -  SECOND    CLASS I
 DR7325
 DR7325.The horizontal coordinates were established by autonomous hand held GPS
 DR7325.observations and have an estimated accuracy of +/- 10 meters.
 DR7325
 DR7325.The orthometric height was determined by differential leveling and
 DR7325.adjusted by the NATIONAL GEODETIC SURVEY
 DR7325.in January 2022.
 DR7325
 DR7325.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7325.GEOID18 height accuracy estimate available here.
 DR7325
 DR7325.Click photographs - Photos may exist for this station.
 DR7325
 DR7325.The dynamic height is computed by dividing the NAVD 88
 DR7325.geopotential number by the normal gravity value computed on the
 DR7325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7325.degrees latitude (g = 980.6199 gals.).
 DR7325
 DR7325.The modeled gravity was interpolated from observed gravity values.
 DR7325
 DR7325;                    North         East    Units  Estimated Accuracy
 DR7325;SPC AR N     -   219,721.      446,460.      MT  (+/- 10 meters HH2 GPS)
 DR7325
 DR7325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA3621619696(NAD 83)
 DR7325
 DR7325                          SUPERSEDED SURVEY CONTROL
 DR7325
 DR7325.No superseded survey control is available for this station.
 DR7325
 DR7325_MARKER: B = BOLT
 DR7325_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DR7325_SP_SET: BRIDGE ABUTMENT
 DR7325_STAMPING: H
 DR7325_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR7325_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7325
 DR7325  HISTORY     - Date     Condition        Report By
 DR7325  HISTORY     - 20210913 MONUMENTED       ARHD
 DR7325
 DR7325                          STATION DESCRIPTION
 DR7325
 DR7325'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2021 (JDH)
 DR7325'THE MARK IS LOCATED ABOUT 8.2 MI (13.2 KM) WEST-NORTHWEST OF
 DR7325'WILLIFORD, 3.9 MI (6.3 KM) NORTH-NORTHEAST OF STUART AND IN THE TOWN
 DR7325'OF HARDY, AR.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7325'
 DR7325'TO REACH FROM THE INTERSECTION OF US HIGHWAY 63 AND CITY STREET SPRING
 DR7325'STREET, HEAD SOUTH ALONG SPRING STREET FOR 0.2 MI (0.3 KM) TO THE
 DR7325'STATION ON THE RIGHT, IN THE SOUTHEAST CORNER OF THE BRIDGE ABUTMENT.
 DR7325'
 DR7325'IT IS 80 FT (24.4 M) NORTH OF RIVERVIEW STREET CENTERLINE AND 18 FT
 DR7325'(5.5 M) EAST OF SPRING STREET CENTERLINE.
 DR7325'
 DR7325'NOTE-THE MARK IS A BOLT WITH A USGS SURVEY MARKER(WASHER) AROUND IT
 DR7325'WITH THE LETTER H STAMPED ON TOP OF BOLT.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GE0558 ***********************************************************************
 GE0558  DESIGNATION -  H 1
 GE0558  PID         -  GE0558
 GE0558  STATE/COUNTY-  AR/FULTON
 GE0558  COUNTRY     -  US
 GE0558  USGS QUAD   -  MAMMOTH SPRING (2017)
 GE0558
 GE0558                         *CURRENT SURVEY CONTROL
 GE0558  ______________________________________________________________________
 GE0558* NAD 83(1986) POSITION- 36 27 17.     (N) 091 31 38.     (W)   SCALED
 GE0558* NAVD 88 ORTHO HEIGHT -   141.811 (meters)      465.26  (feet) ADJUSTED
 GE0558  ______________________________________________________________________
 GE0558  GEOID HEIGHT    -        -28.516 (meters)                     GEOID18
 GE0558  DYNAMIC HEIGHT  -        141.694 (meters)      464.87  (feet) COMP
 GE0558  MODELED GRAVITY -    979,800.3   (mgal)                       NAVD 88
 GE0558
 GE0558  VERT ORDER      -  FIRST     CLASS II
 GE0558
 GE0558.The horizontal coordinates were scaled from a map and have
 GE0558.an estimated accuracy of +/- 6 seconds.
 GE0558
 GE0558.The orthometric height was determined by differential leveling and
 GE0558.adjusted by the NATIONAL GEODETIC SURVEY
 GE0558.in June 1991.
 GE0558
 GE0558.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0558.GEOID18 height accuracy estimate available here.
 GE0558
 GE0558.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA319353(NAD 83)
 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
 GE0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0558.See file dsdata.pdf to determine how the superseded data were derived.
 GE0558
 GE0558_MARKER: DB = BENCH MARK DISK
 GE0558_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GE0558_SP_SET: BRIDGE
 GE0558_STAMPING: H 1 1928
 GE0558_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0424 ***********************************************************************
 FG0424  DESIGNATION -  H 100
 FG0424  PID         -  FG0424
 FG0424  STATE/COUNTY-  AR/CONWAY
 FG0424  COUNTRY     -  US
 FG0424  USGS QUAD   -  PERRYVILLE (2017)
 FG0424
 FG0424                         *CURRENT SURVEY CONTROL
 FG0424  ______________________________________________________________________
 FG0424* NAD 83(1986) POSITION- 35 05 13.     (N) 092 47 08.     (W)   SCALED
 FG0424* NAVD 88 ORTHO HEIGHT -   100.264 (meters)      328.95  (feet) ADJUSTED
 FG0424  ______________________________________________________________________
 FG0424  GEOID HEIGHT    -        -28.541 (meters)                     GEOID18
 FG0424  DYNAMIC HEIGHT  -        100.169 (meters)      328.64  (feet) COMP
 FG0424  MODELED GRAVITY -    979,683.4   (mgal)                       NAVD 88
 FG0424
 FG0424  VERT ORDER      -  SECOND    CLASS 0
 FG0424
 FG0424.The horizontal coordinates were scaled from a map and have
 FG0424.an estimated accuracy of +/- 6 seconds.
 FG0424
 FG0424.The orthometric height was determined by differential leveling and
 FG0424.adjusted by the NATIONAL GEODETIC SURVEY
 FG0424.in June 1991.
 FG0424
 FG0424.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0424.GEOID18 height accuracy estimate available here.
 FG0424
 FG0424.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU195827(NAD 83)
 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
 FG0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0424.See file dsdata.pdf to determine how the superseded data were derived.
 FG0424
 FG0424_MARKER: DB = BENCH MARK DISK
 FG0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0424_STAMPING: H 100 1935
 FG0424_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1129 ***********************************************************************
 FG1129  DESIGNATION -  H 101
 FG1129  PID         -  FG1129
 FG1129  STATE/COUNTY-  AR/PERRY
 FG1129  COUNTRY     -  US
 FG1129  USGS QUAD   -  CASA (2017)
 FG1129
 FG1129                         *CURRENT SURVEY CONTROL
 FG1129  ______________________________________________________________________
 FG1129* NAD 83(1986) POSITION- 35 03 21.     (N) 093 01 14.     (W)   SCALED
 FG1129* NAVD 88 ORTHO HEIGHT -   112.498 (meters)      369.09  (feet) ADJUSTED
 FG1129  ______________________________________________________________________
 FG1129  GEOID HEIGHT    -        -28.897 (meters)                     GEOID18
 FG1129  DYNAMIC HEIGHT  -        112.390 (meters)      368.73  (feet) COMP
 FG1129  MODELED GRAVITY -    979,673.0   (mgal)                       NAVD 88
 FG1129
 FG1129  VERT ORDER      -  SECOND    CLASS 0
 FG1129
 FG1129.The horizontal coordinates were scaled from a map and have
 FG1129.an estimated accuracy of +/- 6 seconds.
 FG1129
 FG1129.The orthometric height was determined by differential leveling and
 FG1129.adjusted by the NATIONAL GEODETIC SURVEY
 FG1129.in June 1991.
 FG1129
 FG1129.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1129.GEOID18 height accuracy estimate available here.
 FG1129
 FG1129.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU981792(NAD 83)
 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
 FG1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1129.See file dsdata.pdf to determine how the superseded data were derived.
 FG1129
 FG1129_MARKER: DB = BENCH MARK DISK
 FG1129_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG1129_STAMPING: H 101 1935
 FG1129_MARK LOGO: CGS
 FG1129_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0957 ***********************************************************************
 EJ0957  DESIGNATION -  H 102
 EJ0957  PID         -  EJ0957
 EJ0957  STATE/COUNTY-  AR/PERRY
 EJ0957  COUNTRY     -  US
 EJ0957  USGS QUAD   -  APLIN (2017)
 EJ0957
 EJ0957                         *CURRENT SURVEY CONTROL
 EJ0957  ______________________________________________________________________
 EJ0957* NAD 83(1986) POSITION- 34 53 18.     (N) 092 59 26.     (W)   SCALED
 EJ0957* NAVD 88 ORTHO HEIGHT -   370.355 (meters)     1215.07  (feet) ADJUSTED
 EJ0957  ______________________________________________________________________
 EJ0957  GEOID HEIGHT    -        -28.309 (meters)                     GEOID18
 EJ0957  DYNAMIC HEIGHT  -        369.990 (meters)     1213.88  (feet) COMP
 EJ0957  MODELED GRAVITY -    979,637.0   (mgal)                       NAVD 88
 EJ0957
 EJ0957  VERT ORDER      -  SECOND    CLASS 0
 EJ0957
 EJ0957.The horizontal coordinates were scaled from a map and have
 EJ0957.an estimated accuracy of +/- 6 seconds.
 EJ0957
 EJ0957.The orthometric height was determined by differential leveling and
 EJ0957.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0957.in June 1991.
 EJ0957
 EJ0957.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0957.GEOID18 height accuracy estimate available here.
 EJ0957
 EJ0957.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU008606(NAD 83)
 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
 EJ0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0957.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0957
 EJ0957_MARKER: DB = BENCH MARK DISK
 EJ0957_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0957_STAMPING: H 102 1935
 EJ0957_MARK LOGO: CGS
 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             USACE
 EJ0957
 EJ0957                          STATION DESCRIPTION
 EJ0957
 EJ0957'DESCRIBED BY US ARMY CORPS OF 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0825 ***********************************************************************
 EJ0825  DESIGNATION -  H 103
 EJ0825  PID         -  EJ0825
 EJ0825  STATE/COUNTY-  AR/PERRY
 EJ0825  COUNTRY     -  US
 EJ0825  USGS QUAD   -  CASA (2017)
 EJ0825
 EJ0825                         *CURRENT SURVEY CONTROL
 EJ0825  ______________________________________________________________________
 EJ0825* NAD 83(1986) POSITION- 35 00 01.     (N) 093 00 48.     (W)   SCALED
 EJ0825* NAVD 88 ORTHO HEIGHT -   225.102 (meters)      738.52  (feet) ADJUSTED
 EJ0825  ______________________________________________________________________
 EJ0825  GEOID HEIGHT    -        -28.750 (meters)                     GEOID18
 EJ0825  DYNAMIC HEIGHT  -        224.886 (meters)      737.81  (feet) COMP
 EJ0825  MODELED GRAVITY -    979,669.5   (mgal)                       NAVD 88
 EJ0825
 EJ0825  VERT ORDER      -  SECOND    CLASS 0
 EJ0825
 EJ0825.The horizontal coordinates were scaled from a map and have
 EJ0825.an estimated accuracy of +/- 6 seconds.
 EJ0825
 EJ0825.The orthometric height was determined by differential leveling and
 EJ0825.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0825.in June 1991.
 EJ0825
 EJ0825.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0825.GEOID18 height accuracy estimate available here.
 EJ0825
 EJ0825.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU987730(NAD 83)
 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
 EJ0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0825.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0825
 EJ0825_MARKER: DB = BENCH MARK DISK
 EJ0825_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0825_STAMPING: H 103 1935
 EJ0825_MARK LOGO: CGS
 EJ0825_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0825
 EJ0825  HISTORY     - Date     Condition        Report By
 EJ0825  HISTORY     - 1935     MONUMENTED       CGS
 EJ0825  HISTORY     - 1968     GOOD             USACE
 EJ0825
 EJ0825                          STATION DESCRIPTION
 EJ0825
 EJ0825'DESCRIBED BY US ARMY CORPS OF 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0810 ***********************************************************************
 EJ0810  DESIGNATION -  H 104
 EJ0810  PID         -  EJ0810
 EJ0810  STATE/COUNTY-  AR/SALINE
 EJ0810  COUNTRY     -  US
 EJ0810  USGS QUAD   -  GOOSEPOND MOUNTAIN (2017)
 EJ0810
 EJ0810                         *CURRENT SURVEY CONTROL
 EJ0810  ______________________________________________________________________
 EJ0810* NAD 83(1986) POSITION- 34 41 03.     (N) 092 55 58.     (W)   SCALED
 EJ0810* NAVD 88 ORTHO HEIGHT -   156.823 (meters)      514.51  (feet) ADJUSTED
 EJ0810  ______________________________________________________________________
 EJ0810  GEOID HEIGHT    -        -27.454 (meters)                     GEOID18
 EJ0810  DYNAMIC HEIGHT  -        156.670 (meters)      514.01  (feet) COMP
 EJ0810  MODELED GRAVITY -    979,659.8   (mgal)                       NAVD 88
 EJ0810
 EJ0810  VERT ORDER      -  SECOND    CLASS 0
 EJ0810
 EJ0810.The horizontal coordinates were scaled from a map and have
 EJ0810.an estimated accuracy of +/- 6 seconds.
 EJ0810
 EJ0810.The orthometric height was determined by differential leveling and
 EJ0810.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0810.in June 1991.
 EJ0810
 EJ0810.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0810.GEOID18 height accuracy estimate available here.
 EJ0810
 EJ0810.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU061380(NAD 83)
 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
 EJ0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0810.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0810
 EJ0810_MARKER: DB = BENCH MARK DISK
 EJ0810_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0810_STAMPING: H 104 1935
 EJ0810_MARK LOGO: CGS
 EJ0810_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0810
 EJ0810  HISTORY     - Date     Condition        Report By
 EJ0810  HISTORY     - 1935     MONUMENTED       CGS
 EJ0810  HISTORY     - 1965     GOOD             CGS
 EJ0810  HISTORY     - 20140623 GOOD             ARHD
 EJ0810
 EJ0810                          STATION DESCRIPTION
 EJ0810
 EJ0810'DESCRIBED BY COAST AND 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.
 EJ0810
 EJ0810                          STATION RECOVERY (2014)
 EJ0810
 EJ0810'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (WDA)
 EJ0810'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0990 ***********************************************************************
 EJ0990  DESIGNATION -  H 105
 EJ0990  PID         -  EJ0990
 EJ0990  STATE/COUNTY-  AR/GARLAND
 EJ0990  COUNTRY     -  US
 EJ0990  USGS QUAD   -  NIMROD SW (2017)
 EJ0990
 EJ0990                         *CURRENT SURVEY CONTROL
 EJ0990  ______________________________________________________________________
 EJ0990* NAD 83(1986) POSITION- 34 46 19.     (N) 093 09 33.     (W)   SCALED
 EJ0990* NAVD 88 ORTHO HEIGHT -   370.462 (meters)     1215.42  (feet) ADJUSTED
 EJ0990  ______________________________________________________________________
 EJ0990  GEOID HEIGHT    -        -28.198 (meters)                     GEOID18
 EJ0990  DYNAMIC HEIGHT  -        370.084 (meters)     1214.18  (feet) COMP
 EJ0990  MODELED GRAVITY -    979,604.9   (mgal)                       NAVD 88
 EJ0990
 EJ0990  VERT ORDER      -  SECOND    CLASS 0
 EJ0990
 EJ0990.The horizontal coordinates were scaled from a map and have
 EJ0990.an estimated accuracy of +/- 6 seconds.
 EJ0990
 EJ0990.The orthometric height was determined by differential leveling and
 EJ0990.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0990.in June 1991.
 EJ0990
 EJ0990.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0990.GEOID18 height accuracy estimate available here.
 EJ0990
 EJ0990.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU854477(NAD 83)
 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
 EJ0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0990.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0990
 EJ0990_MARKER: DB = BENCH MARK DISK
 EJ0990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0990_STAMPING: H 105 1935
 EJ0990_MARK LOGO: CGS
 EJ0990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0990+STABILITY: SURFACE MOTION
 EJ0990_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EJ0990+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2016
 EJ0990
 EJ0990  HISTORY     - Date     Condition        Report By
 EJ0990  HISTORY     - 1935     MONUMENTED       CGS
 EJ0990  HISTORY     - 1965     GOOD             CGS
 EJ0990  HISTORY     - 19980425 GOOD             USPSQD
 EJ0990  HISTORY     - 20160713 GOOD             ARHD
 EJ0990
 EJ0990                          STATION DESCRIPTION
 EJ0990
 EJ0990'DESCRIBED BY COAST AND 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.
 EJ0990
 EJ0990                          STATION RECOVERY (2016)
 EJ0990
 EJ0990'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (WDA)
 EJ0990'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0710 ***********************************************************************
 FG0710  DESIGNATION -  H 106
 FG0710  PID         -  FG0710
 FG0710  STATE/COUNTY-  AR/POPE
 FG0710  COUNTRY     -  US
 FG0710  USGS QUAD   -  LOST CORNER (2017)
 FG0710
 FG0710                         *CURRENT SURVEY CONTROL
 FG0710  ______________________________________________________________________
 FG0710* NAD 83(1986) POSITION- 35 30 34.13   (N) 092 51 10.75   (W)   HD_HELD1
 FG0710* NAVD 88 ORTHO HEIGHT -   513.247 (meters)     1683.88  (feet) ADJUSTED
 FG0710  ______________________________________________________________________
 FG0710  GEOID HEIGHT    -        -28.354 (meters)                     GEOID18
 FG0710  DYNAMIC HEIGHT  -        512.740 (meters)     1682.21  (feet) COMP
 FG0710  MODELED GRAVITY -    979,628.6   (mgal)                       NAVD 88
 FG0710
 FG0710  VERT ORDER      -  SECOND    CLASS 0
 FG0710
 FG0710.The horizontal coordinates were determined by differentially corrected
 FG0710.hand held GPS observations or other comparable positioning techniques
 FG0710.and have an estimated accuracy of +/- 3 meters.
 FG0710
 FG0710.The orthometric height was determined by differential leveling and
 FG0710.adjusted by the NATIONAL GEODETIC SURVEY
 FG0710.in June 1991.
 FG0710
 FG0710.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0710.GEOID18 height accuracy estimate available here.
 FG0710
 FG0710.Click photographs - Photos may exist for this station.
 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     -   130,818.5     322,624.0     MT  (+/- 3 meters HH1 GPS) 
 FG0710
 FG0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV1333129554(NAD 83)
 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
 FG0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0710.See file dsdata.pdf to determine how the superseded data were derived.
 FG0710
 FG0710_MARKER: DB = BENCH MARK DISK
 FG0710_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0710_STAMPING: H 106 1935
 FG0710_MARK LOGO: CGS
 FG0710_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0803 ***********************************************************************
 FG0803  DESIGNATION -  H 107
 FG0803  PID         -  FG0803
 FG0803  STATE/COUNTY-  AR/NEWTON
 FG0803  COUNTRY     -  US
 FG0803  USGS QUAD   -  SWAIN (2017)
 FG0803
 FG0803                         *CURRENT SURVEY CONTROL
 FG0803  ______________________________________________________________________
 FG0803* NAD 83(1986) POSITION- 35 52 11.2    (N) 093 19 54.5    (W)   HD_HELD2
 FG0803* NAVD 88 ORTHO HEIGHT -   673.647 (meters)     2210.12  (feet) ADJUSTED
 FG0803  ______________________________________________________________________
 FG0803  GEOID HEIGHT    -        -27.992 (meters)                     GEOID18
 FG0803  DYNAMIC HEIGHT  -        672.996 (meters)     2207.99  (feet) COMP
 FG0803  MODELED GRAVITY -    979,644.2   (mgal)                       NAVD 88
 FG0803
 FG0803  VERT ORDER      -  SECOND    CLASS 0
 FG0803
 FG0803.The horizontal coordinates were established by autonomous hand held GPS
 FG0803.observations and have an estimated accuracy of +/- 10 meters.
 FG0803
 FG0803.The orthometric height was determined by differential leveling and
 FG0803.adjusted by the NATIONAL GEODETIC SURVEY
 FG0803.in June 1991.
 FG0803
 FG0803.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0803.GEOID18 height accuracy estimate available here.
 FG0803
 FG0803.Click photographs - Photos may exist for this station.
 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     -   171,270.      279,732.      MT  (+/- 10 meters HH2 GPS)
 FG0803
 FG0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV7004669555(NAD 83)
 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
 FG0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0803.See file dsdata.pdf to determine how the superseded data were derived.
 FG0803
 FG0803_MARKER: DB = BENCH MARK DISK
 FG0803_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0803_STAMPING: H 107 1935
 FG0803_MARK LOGO: CGS
 FG0803_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0803
 FG0803  HISTORY     - Date     Condition        Report By
 FG0803  HISTORY     - 1935     MONUMENTED       CGS
 FG0803  HISTORY     - 1940     GOOD             CGS
 FG0803
 FG0803                          STATION DESCRIPTION
 FG0803
 FG0803'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EH2153 ***********************************************************************
 EH2153  DESIGNATION -  H 109
 EH2153  PID         -  EH2153
 EH2153  STATE/COUNTY-  AR/LONOKE
 EH2153  COUNTRY     -  US
 EH2153  USGS QUAD   -  CULLER (2017)
 EH2153
 EH2153                         *CURRENT SURVEY CONTROL
 EH2153  ______________________________________________________________________
 EH2153* NAD 83(1986) POSITION- 34 44 47.     (N) 091 45 06.     (W)   SCALED
 EH2153* NAVD 88 ORTHO HEIGHT -    68.526 (meters)      224.82  (feet) ADJUSTED
 EH2153  ______________________________________________________________________
 EH2153  GEOID HEIGHT    -        -26.813 (meters)                     GEOID18
 EH2153  DYNAMIC HEIGHT  -         68.462 (meters)      224.61  (feet) COMP
 EH2153  MODELED GRAVITY -    979,696.5   (mgal)                       NAVD 88
 EH2153
 EH2153  VERT ORDER      -  FIRST     CLASS II
 EH2153
 EH2153.The horizontal coordinates were scaled from a map and have
 EH2153.an estimated accuracy of +/- 6 seconds.
 EH2153
 EH2153.The orthometric height was determined by differential leveling and
 EH2153.adjusted by the NATIONAL GEODETIC SURVEY
 EH2153.in June 1991.
 EH2153
 EH2153.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2153.GEOID18 height accuracy estimate available here.
 EH2153
 EH2153.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU142456(NAD 83)
 EH2153
 EH2153                          SUPERSEDED SURVEY CONTROL
 EH2153
 EH2153  NGVD 29 (11/26/84)   68.538  (m)          224.86   (f) ADJUSTED    1 2
 EH2153
 EH2153.Superseded values are not recommended for survey control.
 EH2153
 EH2153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2153.See file dsdata.pdf to determine how the superseded data were derived.
 EH2153
 EH2153_MARKER: DB = BENCH MARK DISK
 EH2153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2153_STAMPING: H 109 1954
 EH2153_MARK LOGO: CGS
 EH2153_PROJECTION: PROJECTING 18 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0625 ***********************************************************************
 EJ0625  DESIGNATION -  H 11
 EJ0625  PID         -  EJ0625
 EJ0625  STATE/COUNTY-  AR/JEFFERSON
 EJ0625  COUNTRY     -  US
 EJ0625  USGS QUAD   -  FAITH (2017)
 EJ0625
 EJ0625                         *CURRENT SURVEY CONTROL
 EJ0625  ______________________________________________________________________
 EJ0625* NAD 83(1986) POSITION- 34 06 10.     (N) 092 06 24.     (W)   SCALED
 EJ0625* NAVD 88 ORTHO HEIGHT -    73.458 (meters)      241.00  (feet) ADJUSTED
 EJ0625  ______________________________________________________________________
 EJ0625  GEOID HEIGHT    -        -25.866 (meters)                     GEOID18
 EJ0625  DYNAMIC HEIGHT  -         73.386 (meters)      240.77  (feet) COMP
 EJ0625  MODELED GRAVITY -    979,655.1   (mgal)                       NAVD 88
 EJ0625
 EJ0625  VERT ORDER      -  SECOND    CLASS I
 EJ0625
 EJ0625.The horizontal coordinates were scaled from a map and have
 EJ0625.an estimated accuracy of +/- 6 seconds.
 EJ0625
 EJ0625.The orthometric height was determined by differential leveling and
 EJ0625.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0625.in September 2023.
 EJ0625
 EJ0625.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0625.GEOID18 height accuracy estimate available here.
 EJ0625
 EJ0625.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT823739(NAD 83)
 EJ0625
 EJ0625                          SUPERSEDED SURVEY CONTROL
 EJ0625
 EJ0625  NAVD 88 (06/15/91)   73.457  (m)          241.00   (f) SUPERSEDED  2 0
 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
 EJ0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0625.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0625
 EJ0625_MARKER: DB = BENCH MARK DISK
 EJ0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0625_STAMPING: 241.256 H 11 1932
 EJ0625_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1972 ***********************************************************************
 EH1972  DESIGNATION -  H 110
 EH1972  PID         -  EH1972
 EH1972  STATE/COUNTY-  AR/LONOKE
 EH1972  COUNTRY     -  US
 EH1972  USGS QUAD   -  HICKORY PLAINS (2017)
 EH1972
 EH1972                         *CURRENT SURVEY CONTROL
 EH1972  ______________________________________________________________________
 EH1972* NAD 83(1986) POSITION- 34 52 31.     (N) 091 42 36.     (W)   SCALED
 EH1972* NAVD 88 ORTHO HEIGHT -    67.008 (meters)      219.84  (feet) ADJUSTED
 EH1972  ______________________________________________________________________
 EH1972  GEOID HEIGHT    -        -27.047 (meters)                     GEOID18
 EH1972  DYNAMIC HEIGHT  -         66.946 (meters)      219.64  (feet) COMP
 EH1972  MODELED GRAVITY -    979,703.0   (mgal)                       NAVD 88
 EH1972
 EH1972  VERT ORDER      -  FIRST     CLASS II
 EH1972
 EH1972.The horizontal coordinates were scaled from a map and have
 EH1972.an estimated accuracy of +/- 6 seconds.
 EH1972
 EH1972.The orthometric height was determined by differential leveling and
 EH1972.adjusted by the NATIONAL GEODETIC SURVEY
 EH1972.in June 1991.
 EH1972
 EH1972.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1972.GEOID18 height accuracy estimate available here.
 EH1972
 EH1972.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU178599(NAD 83)
 EH1972
 EH1972                          SUPERSEDED SURVEY CONTROL
 EH1972
 EH1972  NGVD 29 (11/26/84)   67.016  (m)          219.87   (f) ADJUSTED    1 2
 EH1972
 EH1972.Superseded values are not recommended for survey control.
 EH1972
 EH1972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1972.See file dsdata.pdf to determine how the superseded data were derived.
 EH1972
 EH1972_MARKER: DB = BENCH MARK DISK
 EH1972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1972_STAMPING: H 110 1954
 EH1972_MARK LOGO: CGS
 EH1972_PROJECTION: PROJECTING 21 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1879 ***********************************************************************
 EH1879  DESIGNATION -  H 111
 EH1879  PID         -  EH1879
 EH1879  STATE/COUNTY-  AR/LONOKE
 EH1879  COUNTRY     -  US
 EH1879  USGS QUAD   -  OAK GROVE (2017)
 EH1879
 EH1879                         *CURRENT SURVEY CONTROL
 EH1879  ______________________________________________________________________
 EH1879* NAD 83(1986) POSITION- 34 59 15.     (N) 091 56 39.     (W)   SCALED
 EH1879* NAVD 88 ORTHO HEIGHT -    77.134 (meters)      253.06  (feet) ADJUSTED
 EH1879  ______________________________________________________________________
 EH1879  GEOID HEIGHT    -        -27.212 (meters)                     GEOID18
 EH1879  DYNAMIC HEIGHT  -         77.063 (meters)      252.83  (feet) COMP
 EH1879  MODELED GRAVITY -    979,711.2   (mgal)                       NAVD 88
 EH1879
 EH1879  VERT ORDER      -  FIRST     CLASS II
 EH1879
 EH1879.The horizontal coordinates were scaled from a map and have
 EH1879.an estimated accuracy of +/- 6 seconds.
 EH1879
 EH1879.The orthometric height was determined by differential leveling and
 EH1879.adjusted by the NATIONAL GEODETIC SURVEY
 EH1879.in June 1991.
 EH1879
 EH1879.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1879.GEOID18 height accuracy estimate available here.
 EH1879
 EH1879.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU963721(NAD 83)
 EH1879
 EH1879                          SUPERSEDED SURVEY CONTROL
 EH1879
 EH1879  NGVD 29 (11/26/84)   77.132  (m)          253.06   (f) ADJUSTED    1 2
 EH1879
 EH1879.Superseded values are not recommended for survey control.
 EH1879
 EH1879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1879.See file dsdata.pdf to determine how the superseded data were derived.
 EH1879
 EH1879_MARKER: DB = BENCH MARK DISK
 EH1879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1879_STAMPING: H 111 1955
 EH1879_MARK LOGO: CGS
 EH1879_PROJECTION: PROJECTING 18 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1604 ***********************************************************************
 EH1604  DESIGNATION -  H 112
 EH1604  PID         -  EH1604
 EH1604  STATE/COUNTY-  AR/JEFFERSON
 EH1604  COUNTRY     -  US
 EH1604  USGS QUAD   -  CADES (2017)
 EH1604
 EH1604                         *CURRENT SURVEY CONTROL
 EH1604  ______________________________________________________________________
 EH1604* NAD 83(1986) POSITION- 34 06 26.     (N) 091 34 08.     (W)   SCALED
 EH1604* NAVD 88 ORTHO HEIGHT -    55.739 (meters)      182.87  (feet) ADJUSTED
 EH1604  ______________________________________________________________________
 EH1604  GEOID HEIGHT    -        -26.052 (meters)                     GEOID18
 EH1604  DYNAMIC HEIGHT  -         55.685 (meters)      182.69  (feet) COMP
 EH1604  MODELED GRAVITY -    979,655.6   (mgal)                       NAVD 88
 EH1604
 EH1604  VERT ORDER      -  FIRST     CLASS II
 EH1604
 EH1604.The horizontal coordinates were scaled from a map and have
 EH1604.an estimated accuracy of +/- 6 seconds.
 EH1604
 EH1604.The orthometric height was determined by differential leveling and
 EH1604.adjusted by the NATIONAL GEODETIC SURVEY
 EH1604.in August 1993.
 EH1604
 EH1604.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1604.GEOID18 height accuracy estimate available here.
 EH1604
 EH1604.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT319749(NAD 83)
 EH1604
 EH1604                          SUPERSEDED SURVEY CONTROL
 EH1604
 EH1604  NAVD 88 (06/15/91)   55.774  (m)          182.99   (f) SUPERSEDED  1 2
 EH1604  NGVD 29 (11/26/84)   55.827  (m)          183.16   (f) ADJUSTED    1 2
 EH1604
 EH1604.Superseded values are not recommended for survey control.
 EH1604
 EH1604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1604.See file dsdata.pdf to determine how the superseded data were derived.
 EH1604
 EH1604_MARKER: DB = BENCH MARK DISK
 EH1604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1604_STAMPING: H 112 1954
 EH1604_MARK LOGO: CGS
 EH1604_PROJECTION: PROJECTING 24 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2331 ***********************************************************************
 EH2331  DESIGNATION -  H 113
 EH2331  PID         -  EH2331
 EH2331  STATE/COUNTY-  AR/ARKANSAS
 EH2331  COUNTRY     -  US
 EH2331  USGS QUAD   -  STUTTGART SOUTH (2017)
 EH2331
 EH2331                         *CURRENT SURVEY CONTROL
 EH2331  ______________________________________________________________________
 EH2331* NAD 83(1986) POSITION- 34 28 45.     (N) 091 33 12.     (W)   SCALED
 EH2331* NAVD 88 ORTHO HEIGHT -    65.753 (meters)      215.72  (feet) ADJUSTED
 EH2331  ______________________________________________________________________
 EH2331  GEOID HEIGHT    -        -26.538 (meters)                     GEOID18
 EH2331  DYNAMIC HEIGHT  -         65.690 (meters)      215.52  (feet) COMP
 EH2331  MODELED GRAVITY -    979,679.6   (mgal)                       NAVD 88
 EH2331
 EH2331  VERT ORDER      -  FIRST     CLASS II
 EH2331
 EH2331.The horizontal coordinates were scaled from a map and have
 EH2331.an estimated accuracy of +/- 6 seconds.
 EH2331
 EH2331.The orthometric height was determined by differential leveling and
 EH2331.adjusted by the NATIONAL GEODETIC SURVEY
 EH2331.in August 1993.
 EH2331
 EH2331.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2331.GEOID18 height accuracy estimate available here.
 EH2331
 EH2331.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU328162(NAD 83)
 EH2331
 EH2331                          SUPERSEDED SURVEY CONTROL
 EH2331
 EH2331  NGVD 29 (11/26/84)   65.789  (m)          215.84   (f) ADJUSTED    1 2
 EH2331
 EH2331.Superseded values are not recommended for survey control.
 EH2331
 EH2331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2331.See file dsdata.pdf to determine how the superseded data were derived.
 EH2331
 EH2331_MARKER: DB = BENCH MARK DISK
 EH2331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2331_STAMPING: H 113 1954
 EH2331_MARK LOGO: CGS
 EH2331_PROJECTION: PROJECTING 12 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2373 ***********************************************************************
 EH2373  DESIGNATION -  H 114
 EH2373  PID         -  EH2373
 EH2373  STATE/COUNTY-  AR/PRAIRIE
 EH2373  COUNTRY     -  US
 EH2373  USGS QUAD   -  SLOVAK (2017)
 EH2373
 EH2373                         *CURRENT SURVEY CONTROL
 EH2373  ______________________________________________________________________
 EH2373* NAD 83(1986) POSITION- 34 41 55.     (N) 091 35 43.     (W)   SCALED
 EH2373* NAVD 88 ORTHO HEIGHT -    65.125 (meters)      213.66  (feet) ADJUSTED
 EH2373  ______________________________________________________________________
 EH2373  GEOID HEIGHT    -        -26.824 (meters)                     GEOID18
 EH2373  DYNAMIC HEIGHT  -         65.063 (meters)      213.46  (feet) COMP
 EH2373  MODELED GRAVITY -    979,688.9   (mgal)                       NAVD 88
 EH2373
 EH2373  VERT ORDER      -  FIRST     CLASS II
 EH2373
 EH2373.The horizontal coordinates were scaled from a map and have
 EH2373.an estimated accuracy of +/- 6 seconds.
 EH2373
 EH2373.The orthometric height was determined by differential leveling and
 EH2373.adjusted by the NATIONAL GEODETIC SURVEY
 EH2373.in June 1991.
 EH2373
 EH2373.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2373.GEOID18 height accuracy estimate available here.
 EH2373
 EH2373.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU286405(NAD 83)
 EH2373
 EH2373                          SUPERSEDED SURVEY CONTROL
 EH2373
 EH2373  NGVD 29 (11/26/84)   65.144  (m)          213.73   (f) ADJUSTED    1 2
 EH2373
 EH2373.Superseded values are not recommended for survey control.
 EH2373
 EH2373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2373.See file dsdata.pdf to determine how the superseded data were derived.
 EH2373
 EH2373_MARKER: DB = BENCH MARK DISK
 EH2373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2373_STAMPING: H 114 1954
 EH2373_MARK LOGO: CGS
 EH2373_PROJECTION: PROJECTING 12 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1409 ***********************************************************************
 EH1409  DESIGNATION -  H 115
 EH1409  PID         -  EH1409
 EH1409  STATE/COUNTY-  AR/ARKANSAS
 EH1409  COUNTRY     -  US
 EH1409  USGS QUAD   -  ALMYRA (2017)
 EH1409
 EH1409                         *CURRENT SURVEY CONTROL
 EH1409  ______________________________________________________________________
 EH1409* NAD 83(1986) POSITION- 34 24 56.     (N) 091 27 53.     (W)   SCALED
 EH1409* NAVD 88 ORTHO HEIGHT -    63.823 (meters)      209.39  (feet) ADJUSTED
 EH1409  ______________________________________________________________________
 EH1409  GEOID HEIGHT    -        -26.499 (meters)                     GEOID18
 EH1409  DYNAMIC HEIGHT  -         63.761 (meters)      209.19  (feet) COMP
 EH1409  MODELED GRAVITY -    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 map and have
 EH1409.an estimated accuracy of +/- 6 seconds.
 EH1409
 EH1409.The orthometric height was determined by differential leveling and
 EH1409.adjusted by the NATIONAL GEODETIC SURVEY
 EH1409.in August 1993.
 EH1409
 EH1409.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1409.GEOID18 height accuracy estimate available here.
 EH1409
 EH1409.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU410093(NAD 83)
 EH1409
 EH1409                          SUPERSEDED SURVEY CONTROL
 EH1409
 EH1409  NAVD 88 (06/15/91)   63.875  (m)          209.56   (f) SUPERSEDED  1 2
 EH1409  NGVD 29 (11/26/84)   63.879  (m)          209.58   (f) ADJUSTED    1 2
 EH1409
 EH1409.Superseded values are not recommended for survey control.
 EH1409
 EH1409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1409.See file dsdata.pdf to determine how the superseded data were derived.
 EH1409
 EH1409_MARKER: DB = BENCH MARK DISK
 EH1409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1409_STAMPING: H 115 1954
 EH1409_MARK LOGO: CGS
 EH1409_PROJECTION: PROJECTING 6 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1510 ***********************************************************************
 EH1510  DESIGNATION -  H 117
 EH1510  PID         -  EH1510
 EH1510  STATE/COUNTY-  AR/ARKANSAS
 EH1510  COUNTRY     -  US
 EH1510  USGS QUAD   -  GILLETT (2017)
 EH1510
 EH1510                         *CURRENT SURVEY CONTROL
 EH1510  ______________________________________________________________________
 EH1510* NAD 83(1986) POSITION- 34 03 45.     (N) 091 25 28.     (W)   SCALED
 EH1510* NAVD 88 ORTHO HEIGHT -    51.115 (meters)      167.70  (feet) ADJUSTED
 EH1510  ______________________________________________________________________
 EH1510  GEOID HEIGHT    -        -26.124 (meters)                     GEOID18
 EH1510  DYNAMIC HEIGHT  -         51.065 (meters)      167.54  (feet) COMP
 EH1510  MODELED GRAVITY -    979,653.8   (mgal)                       NAVD 88
 EH1510
 EH1510  VERT ORDER      -  FIRST     CLASS II
 EH1510
 EH1510.The horizontal coordinates were scaled from a map and have
 EH1510.an estimated accuracy of +/- 6 seconds.
 EH1510
 EH1510.The orthometric height was determined by differential leveling and
 EH1510.adjusted by the NATIONAL GEODETIC SURVEY
 EH1510.in August 1993.
 EH1510
 EH1510.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1510.GEOID18 height accuracy estimate available here.
 EH1510
 EH1510.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT453702(NAD 83)
 EH1510
 EH1510                          SUPERSEDED SURVEY CONTROL
 EH1510
 EH1510  NGVD 29 (11/26/84)   51.242  (m)          168.12   (f) ADJUSTED    1 2
 EH1510
 EH1510.Superseded values are not recommended for survey control.
 EH1510
 EH1510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1510.See file dsdata.pdf to determine how the superseded data were derived.
 EH1510
 EH1510_MARKER: DB = BENCH MARK DISK
 EH1510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1510_STAMPING: H 117 1955
 EH1510_MARK LOGO: CGS
 EH1510_PROJECTION: PROJECTING 12 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 DK0858 ***********************************************************************
 DK0858  DESIGNATION -  H 118
 DK0858  PID         -  DK0858
 DK0858  STATE/COUNTY-  AR/DESHA
 DK0858  COUNTRY     -  US
 DK0858  USGS QUAD   -  WATSON (2017)
 DK0858
 DK0858                         *CURRENT SURVEY CONTROL
 DK0858  ______________________________________________________________________
 DK0858* NAD 83(1986) POSITION- 33 55 37.0    (N) 091 21 01.6    (W)   HD_HELD2
 DK0858* NAVD 88 ORTHO HEIGHT -    46.750 (meters)      153.38  (feet) ADJUSTED
 DK0858  ______________________________________________________________________
 DK0858  GEOID HEIGHT    -        -26.178 (meters)                     GEOID18
 DK0858  DYNAMIC HEIGHT  -         46.704 (meters)      153.23  (feet) COMP
 DK0858  MODELED GRAVITY -    979,645.0   (mgal)                       NAVD 88
 DK0858
 DK0858  VERT ORDER      -  FIRST     CLASS II
 DK0858
 DK0858.The horizontal coordinates were established by autonomous hand held GPS
 DK0858.observations and have an estimated accuracy of +/- 10 meters.
 DK0858
 DK0858.The orthometric height was determined by differential leveling and
 DK0858.adjusted by the NATIONAL GEODETIC SURVEY
 DK0858.in June 1991.
 DK0858
 DK0858.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK0858.GEOID18 height accuracy estimate available here.
 DK0858
 DK0858.Click photographs - Photos may exist for this station.
 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     -   539,971.      460,055.      MT  (+/- 10 meters HH2 GPS)
 DK0858
 DK0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT5247155280(NAD 83)
 DK0858
 DK0858                          SUPERSEDED SURVEY CONTROL
 DK0858
 DK0858  NGVD 29 (11/26/84)   46.818  (m)          153.60   (f) ADJUSTED    1 2
 DK0858
 DK0858.Superseded values are not recommended for survey control.
 DK0858
 DK0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0858.See file dsdata.pdf to determine how the superseded data were derived.
 DK0858
 DK0858_MARKER: DB = BENCH MARK DISK
 DK0858_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DK0858_SP_SET: CULVERT HEADWALL
 DK0858_STAMPING: H 118 1955
 DK0858_MARK LOGO: CGS
 DK0858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0858+STABILITY: SURFACE MOTION
 DK0858_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK0858+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2015
 DK0858
 DK0858  HISTORY     - Date     Condition        Report By
 DK0858  HISTORY     - 1955     MONUMENTED       CGS
 DK0858  HISTORY     - 1976     GOOD             NGS
 DK0858  HISTORY     - 20030806 GOOD             USACE
 DK0858  HISTORY     - 20150311 GOOD             USACEL
 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.
 DK0858
 DK0858                          STATION RECOVERY (2015)
 DK0858
 DK0858'RECOVERY NOTE BY USACE LITTLE ROCK 2015 (SCC)
 DK0858'FOUND AS DESCRIBED.  GPS OBSERVATIONS WILL NOT BE EASY SAND BAGS WILL
 DK0858'BE NECESSARY.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0583 ***********************************************************************
 DL0583  DESIGNATION -  H 119
 DL0583  PID         -  DL0583
 DL0583  STATE/COUNTY-  AR/LAFAYETTE
 DL0583  COUNTRY     -  US
 DL0583  USGS QUAD   -  BUSSEY (2017)
 DL0583
 DL0583                         *CURRENT SURVEY CONTROL
 DL0583  ______________________________________________________________________
 DL0583* NAD 83(1986) POSITION- 33 14 35.     (N) 093 29 13.     (W)   SCALED
 DL0583* NAVD 88 ORTHO HEIGHT -    82.542 (meters)      270.81  (feet) ADJUSTED
 DL0583  ______________________________________________________________________
 DL0583  GEOID HEIGHT    -        -26.548 (meters)                     GEOID18
 DL0583  DYNAMIC HEIGHT  -         82.453 (meters)      270.51  (feet) COMP
 DL0583  MODELED GRAVITY -    979,561.4   (mgal)                       NAVD 88
 DL0583
 DL0583  VERT ORDER      -  SECOND    CLASS 0
 DL0583
 DL0583.The horizontal coordinates were scaled from a map and have
 DL0583.an estimated accuracy of +/- 6 seconds.
 DL0583
 DL0583.The orthometric height was determined by differential leveling and
 DL0583.adjusted by the NATIONAL GEODETIC SURVEY
 DL0583.in June 1991.
 DL0583
 DL0583.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0583.GEOID18 height accuracy estimate available here.
 DL0583
 DL0583.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS546783(NAD 83)
 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
 DL0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0583.See file dsdata.pdf to determine how the superseded data were derived.
 DL0583
 DL0583_MARKER: DB = BENCH MARK DISK
 DL0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0583_STAMPING: H 119 1934
 DL0583_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 DL0187 ***********************************************************************
 DL0187  DESIGNATION -  H 12 RESET
 DL0187  PID         -  DL0187
 DL0187  STATE/COUNTY-  AR/ASHLEY
 DL0187  COUNTRY     -  US
 DL0187  USGS QUAD   -  MARAIS SALINE (2017)
 DL0187
 DL0187                         *CURRENT SURVEY CONTROL
 DL0187  ______________________________________________________________________
 DL0187* NAD 83(1986) POSITION- 33 09 06.     (N) 092 05 28.     (W)   SCALED
 DL0187* NAVD 88 ORTHO HEIGHT -    28.41  (meters)       93.2   (feet) RESET
 DL0187  ______________________________________________________________________
 DL0187  GEOID HEIGHT    -        -26.019 (meters)                     GEOID18
 DL0187  VERT ORDER      -  THIRD
 DL0187
 DL0187.The horizontal coordinates were scaled from a map and have
 DL0187.an estimated accuracy of +/- 6 seconds.
 DL0187
 DL0187.The orthometric height was computed from unverified reset data.
 DL0187
 DL0187.No vertical observational check was made to the station.
 DL0187
 DL0187.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0187.GEOID18 height accuracy estimate available here.
 DL0187
 DL0187.Click photographs - Photos may exist for this station.
 DL0187
 DL0187;                    North         East    Units  Estimated Accuracy
 DL0187;SPC AR S     -   453,800.      391,500.      MT  (+/- 180 meters Scaled)
 DL0187
 DL0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS847684(NAD 83)
 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
 DL0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0187.See file dsdata.pdf to determine how the superseded data were derived.
 DL0187
 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_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 DL0634 ***********************************************************************
 DL0634  DESIGNATION -  H 120
 DL0634  PID         -  DL0634
 DL0634  STATE/COUNTY-  AR/COLUMBIA
 DL0634  COUNTRY     -  US
 DL0634  USGS QUAD   -  MAGNOLIA (2017)
 DL0634
 DL0634                         *CURRENT SURVEY CONTROL
 DL0634  ______________________________________________________________________
 DL0634* NAD 83(1986) POSITION- 33 16 01.3    (N) 093 14 27.7    (W)   HD_HELD2
 DL0634* NAVD 88 ORTHO HEIGHT -   105.565 (meters)      346.34  (feet) ADJUSTED
 DL0634  ______________________________________________________________________
 DL0634  GEOID HEIGHT    -        -26.435 (meters)                     GEOID18
 DL0634  DYNAMIC HEIGHT  -        105.451 (meters)      345.97  (feet) COMP
 DL0634  MODELED GRAVITY -    979,561.7   (mgal)                       NAVD 88
 DL0634
 DL0634  VERT ORDER      -  SECOND    CLASS I
 DL0634
 DL0634.The horizontal coordinates were established by autonomous hand held GPS
 DL0634.observations and have an estimated accuracy of +/- 10 meters.
 DL0634
 DL0634.The orthometric height was determined by differential leveling and
 DL0634.adjusted by the NATIONAL GEODETIC SURVEY
 DL0634.in June 1991.
 DL0634
 DL0634.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0634.GEOID18 height accuracy estimate available here.
 DL0634
 DL0634.Click photographs - Photos may exist for this station.
 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     -   467,290.      284,375.      MT  (+/- 10 meters HH2 GPS)
 DL0634
 DL0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS7755280916(NAD 83)
 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
 DL0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0634.See file dsdata.pdf to determine how the superseded data were derived.
 DL0634
 DL0634_MARKER: DB = BENCH MARK DISK
 DL0634_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL0634_SP_SET: FOUNDATION
 DL0634_STAMPING: H 120 1934
 DL0634_MARK LOGO: CGS
 DL0634_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0634_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL0634+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2024
 DL0634
 DL0634  HISTORY     - Date     Condition        Report By
 DL0634  HISTORY     - 1934     MONUMENTED       CGS
 DL0634  HISTORY     - 1960     GOOD             CGS
 DL0634  HISTORY     - 19850621 GOOD             USGS
 DL0634  HISTORY     - 20110921 GOOD             ARHD
 DL0634  HISTORY     - 20240807 GOOD             ARHD
 DL0634
 DL0634                          STATION DESCRIPTION
 DL0634
 DL0634'DESCRIBED BY COAST AND 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.
 DL0634
 DL0634                          STATION RECOVERY (2011)
 DL0634
 DL0634'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (KWS)
 DL0634'RECOVERED IN GOOD CONDITION.
 DL0634
 DL0634                          STATION RECOVERY (2024)
 DL0634
 DL0634'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (SCW)
 DL0634'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0262 ***********************************************************************
 DL0262  DESIGNATION -  H 121
 DL0262  PID         -  DL0262
 DL0262  STATE/COUNTY-  AR/COLUMBIA
 DL0262  COUNTRY     -  US
 DL0262  USGS QUAD   -  MOUNT HOLLY (2017)
 DL0262
 DL0262                         *CURRENT SURVEY CONTROL
 DL0262  ______________________________________________________________________
 DL0262* NAD 83(1986) POSITION- 33 15 03.31   (N) 092 59 10.74   (W)   HD_HELD1
 DL0262* NAVD 88 ORTHO HEIGHT -    89.437 (meters)      293.43  (feet) ADJUSTED
 DL0262  ______________________________________________________________________
 DL0262  GEOID HEIGHT    -        -26.314 (meters)                     GEOID18
 DL0262  DYNAMIC HEIGHT  -         89.341 (meters)      293.11  (feet) COMP
 DL0262  MODELED GRAVITY -    979,564.3   (mgal)                       NAVD 88
 DL0262
 DL0262  VERT ORDER      -  SECOND    CLASS 0
 DL0262
 DL0262.The horizontal coordinates were determined by differentially corrected
 DL0262.hand held GPS observations or other comparable positioning techniques
 DL0262.and have an estimated accuracy of +/- 3 meters.
 DL0262
 DL0262.The orthometric height was determined by differential leveling and
 DL0262.adjusted by the NATIONAL GEODETIC SURVEY
 DL0262.in June 1991.
 DL0262
 DL0262.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0262.GEOID18 height accuracy estimate available here.
 DL0262
 DL0262.Click photographs - Photos may exist for this station.
 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     -   465,244.9     308,087.7     MT  (+/- 3 meters HH1 GPS) 
 DL0262
 DL0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS0127479104(NAD 83)
 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
 DL0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0262.See file dsdata.pdf to determine how the superseded data were derived.
 DL0262
 DL0262_MARKER: DB = BENCH MARK DISK
 DL0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0262_STAMPING: H 121 1934
 DL0262_MARK LOGO: CGS
 DL0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0262+STABILITY: SURFACE MOTION
 DL0262_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL0262+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2011
 DL0262
 DL0262  HISTORY     - Date     Condition        Report By
 DL0262  HISTORY     - 1934     MONUMENTED       CGS
 DL0262  HISTORY     - 1964     GOOD             CGS
 DL0262  HISTORY     - 20110921 GOOD             ARHD
 DL0262
 DL0262                          STATION DESCRIPTION
 DL0262
 DL0262'DESCRIBED BY COAST AND 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.
 DL0262
 DL0262                          STATION RECOVERY (2011)
 DL0262
 DL0262'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (KWS)
 DL0262'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0273 ***********************************************************************
 DL0273  DESIGNATION -  H 122
 DL0273  PID         -  DL0273
 DL0273  STATE/COUNTY-  AR/UNION
 DL0273  COUNTRY     -  US
 DL0273  USGS QUAD   -  CALION (2017)
 DL0273
 DL0273                         *CURRENT SURVEY CONTROL
 DL0273  ______________________________________________________________________
 DL0273* NAD 83(1986) POSITION- 33 19 02.     (N) 092 31 10.     (W)   SCALED
 DL0273* NAVD 88 ORTHO HEIGHT -    30.866 (meters)      101.27  (feet) ADJUSTED
 DL0273  ______________________________________________________________________
 DL0273  GEOID HEIGHT    -        -26.280 (meters)                     GEOID18
 DL0273  DYNAMIC HEIGHT  -         30.834 (meters)      101.16  (feet) COMP
 DL0273  MODELED GRAVITY -    979,576.7   (mgal)                       NAVD 88
 DL0273
 DL0273  VERT ORDER      -  SECOND    CLASS 0
 DL0273
 DL0273.The horizontal coordinates were scaled from a map and have
 DL0273.an estimated accuracy of +/- 6 seconds.
 DL0273
 DL0273.The orthometric height was determined by differential leveling and
 DL0273.adjusted by the NATIONAL GEODETIC SURVEY
 DL0273.in June 1991.
 DL0273
 DL0273.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0273.GEOID18 height accuracy estimate available here.
 DL0273
 DL0273.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS447865(NAD 83)
 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
 DL0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0273.See file dsdata.pdf to determine how the superseded data were derived.
 DL0273
 DL0273_MARKER: DB = BENCH MARK DISK
 DL0273_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DL0273_STAMPING: H 122 1934
 DL0273_MARK LOGO: CGS
 DL0273_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0273
 DL0273  HISTORY     - Date     Condition        Report By
 DL0273  HISTORY     - 1934     MONUMENTED       CGS
 DL0273  HISTORY     - 1960     MARK NOT FOUND   CGS
 DL0273
 DL0273                          STATION DESCRIPTION
 DL0273
 DL0273'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EH1564 ***********************************************************************
 EH1564  DESIGNATION -  H 124
 EH1564  PID         -  EH1564
 EH1564  STATE/COUNTY-  AR/JEFFERSON
 EH1564  COUNTRY     -  US
 EH1564  USGS QUAD   -  LADD (2017)
 EH1564
 EH1564                         *CURRENT SURVEY CONTROL
 EH1564  ______________________________________________________________________
 EH1564* NAD 83(1986) POSITION- 34 11 37.     (N) 091 55 18.     (W)   SCALED
 EH1564* NAVD 88 ORTHO HEIGHT -    61.635 (meters)      202.21  (feet) ADJUSTED
 EH1564  ______________________________________________________________________
 EH1564  GEOID HEIGHT    -        -25.963 (meters)                     GEOID18
 EH1564  DYNAMIC HEIGHT  -         61.576 (meters)      202.02  (feet) COMP
 EH1564  MODELED GRAVITY -    979,665.9   (mgal)                       NAVD 88
 EH1564
 EH1564  VERT ORDER      -  FIRST     CLASS II
 EH1564
 EH1564.The horizontal coordinates were scaled from a map and have
 EH1564.an estimated accuracy of +/- 6 seconds.
 EH1564
 EH1564.The orthometric height was determined by differential leveling and
 EH1564.adjusted by the NATIONAL GEODETIC SURVEY
 EH1564.in September 2023.
 EH1564
 EH1564.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1564.GEOID18 height accuracy estimate available here.
 EH1564
 EH1564.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT993841(NAD 83)
 EH1564
 EH1564                          SUPERSEDED SURVEY CONTROL
 EH1564
 EH1564  NAVD 88 (06/15/91)   61.635  (m)          202.21   (f) SUPERSEDED  1 2
 EH1564  NGVD 29 (11/26/84)   61.825  (m)          202.84   (f) ADJUSTED    1 2
 EH1564
 EH1564.Superseded values are not recommended for survey control.
 EH1564
 EH1564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1564.See file dsdata.pdf to determine how the superseded data were derived.
 EH1564
 EH1564_MARKER: DB = BENCH MARK DISK
 EH1564_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EH1564_SP_SET: CULVERT HEADWALL
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0689 ***********************************************************************
 FG0689  DESIGNATION -  H 125
 FG0689  PID         -  FG0689
 FG0689  STATE/COUNTY-  AR/VAN BUREN
 FG0689  COUNTRY     -  US
 FG0689  USGS QUAD   -  ALREAD (2017)
 FG0689
 FG0689                         *CURRENT SURVEY CONTROL
 FG0689  ______________________________________________________________________
 FG0689* NAD 83(1986) POSITION- 35 38 00.     (N) 092 42 00.     (W)   SCALED
 FG0689* NAVD 88 ORTHO HEIGHT -   492.007 (meters)     1614.19  (feet) ADJUSTED
 FG0689  ______________________________________________________________________
 FG0689  GEOID HEIGHT    -        -28.013 (meters)                     GEOID18
 FG0689  DYNAMIC HEIGHT  -        491.532 (meters)     1612.63  (feet) COMP
 FG0689  MODELED GRAVITY -    979,651.4   (mgal)                       NAVD 88
 FG0689
 FG0689  VERT ORDER      -  SECOND    CLASS 0
 FG0689
 FG0689.The horizontal coordinates were scaled from a map and have
 FG0689.an estimated accuracy of +/- 6 seconds.
 FG0689
 FG0689.The orthometric height was determined by differential leveling and
 FG0689.adjusted by the NATIONAL GEODETIC SURVEY
 FG0689.in June 1991.
 FG0689
 FG0689.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0689.GEOID18 height accuracy estimate available here.
 FG0689
 FG0689.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV271433(NAD 83)
 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
 FG0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0689.See file dsdata.pdf to determine how the superseded data were derived.
 FG0689
 FG0689_MARKER: DB = BENCH MARK DISK
 FG0689_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0689_STAMPING: H 125 1935
 FG0689_MARK LOGO: CGS
 FG0689_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0689
 FG0689  HISTORY     - Date     Condition        Report By
 FG0689  HISTORY     - 1935     MONUMENTED       CGS
 FG0689  HISTORY     - 1963     POOR             CGS
 FG0689  HISTORY     - 20151212 MARK NOT FOUND   ARHD
 FG0689
 FG0689                          STATION DESCRIPTION
 FG0689
 FG0689'DESCRIBED BY COAST AND 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.
 FG0689
 FG0689                          STATION RECOVERY (2015)
 FG0689
 FG0689'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 FG0689'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0759 ***********************************************************************
 FG0759  DESIGNATION -  H 126
 FG0759  PID         -  FG0759
 FG0759  STATE/COUNTY-  AR/POPE
 FG0759  COUNTRY     -  US
 FG0759  USGS QUAD   -  SIMPSON (2017)
 FG0759
 FG0759                         *CURRENT SURVEY CONTROL
 FG0759  ______________________________________________________________________
 FG0759* NAD 83(1986) POSITION- 35 33 50.     (N) 093 04 01.     (W)   SCALED
 FG0759* NAVD 88 ORTHO HEIGHT -   401.018 (meters)     1315.67  (feet) ADJUSTED
 FG0759  ______________________________________________________________________
 FG0759  GEOID HEIGHT    -        -28.488 (meters)                     GEOID18
 FG0759  DYNAMIC HEIGHT  -        400.633 (meters)     1314.41  (feet) COMP
 FG0759  MODELED GRAVITY -    979,661.9   (mgal)                       NAVD 88
 FG0759
 FG0759  VERT ORDER      -  SECOND    CLASS 0
 FG0759
 FG0759.The horizontal coordinates were scaled from a map and have
 FG0759.an estimated accuracy of +/- 6 seconds.
 FG0759
 FG0759.The orthometric height was determined by differential leveling and
 FG0759.adjusted by the NATIONAL GEODETIC SURVEY
 FG0759.in June 1991.
 FG0759
 FG0759.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0759.GEOID18 height accuracy estimate available here.
 FG0759
 FG0759.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV939355(NAD 83)
 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
 FG0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0759.See file dsdata.pdf to determine how the superseded data were derived.
 FG0759
 FG0759_MARKER: DB = BENCH MARK DISK
 FG0759_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0759_STAMPING: H 126 1935
 FG0759_MARK LOGO: CGS
 FG0759_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1050 ***********************************************************************
 FG1050  DESIGNATION -  H 127
 FG1050  PID         -  FG1050
 FG1050  STATE/COUNTY-  AR/JOHNSON
 FG1050  COUNTRY     -  US
 FG1050  USGS QUAD   -  KNOXVILLE (2017)
 FG1050
 FG1050                         *CURRENT SURVEY CONTROL
 FG1050  ______________________________________________________________________
 FG1050* NAD 83(1986) POSITION- 35 25 26.     (N) 093 20 59.     (W)   SCALED
 FG1050* NAVD 88 ORTHO HEIGHT -   113.756 (meters)      373.21  (feet) POSTED
 FG1050  ______________________________________________________________________
 FG1050  GEOID HEIGHT    -        -29.199 (meters)                     GEOID18
 FG1050  DYNAMIC HEIGHT  -        113.65  (meters)      372.9   (feet) COMP
 FG1050  MODELED GRAVITY -    979,702.2   (mgal)                       NAVD 88
 FG1050
 FG1050  VERT ORDER      -  * POSTED, SEE BELOW
 FG1050
 FG1050.The horizontal coordinates were scaled from a 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
 FG1050.* This is a POSTED BENCH MARK height.
 FG1050
 FG1050.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1050.GEOID18 height accuracy estimate available here.
 FG1050
 FG1050.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV682201(NAD 83)
 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
 FG1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1050.See file dsdata.pdf to determine how the superseded data were derived.
 FG1050
 FG1050_MARKER: DB = BENCH MARK DISK
 FG1050_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG1050_STAMPING: H 127 1935
 FG1050_MARK LOGO: CGS
 FG1050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0873 ***********************************************************************
 FG0873  DESIGNATION -  H 128
 FG0873  PID         -  FG0873
 FG0873  STATE/COUNTY-  AR/JOHNSON
 FG0873  COUNTRY     -  US
 FG0873  USGS QUAD   -  ROSETTA (2017)
 FG0873
 FG0873                         *CURRENT SURVEY CONTROL
 FG0873  ______________________________________________________________________
 FG0873* NAD 83(1986) POSITION- 35 39 45.18   (N) 093 16 07.89   (W)   HD_HELD1
 FG0873* NAVD 88 ORTHO HEIGHT -   306.923 (meters)     1006.96  (feet) ADJUSTED
 FG0873  ______________________________________________________________________
 FG0873  GEOID HEIGHT    -        -28.347 (meters)                     GEOID18
 FG0873  DYNAMIC HEIGHT  -        306.633 (meters)     1006.01  (feet) COMP
 FG0873  MODELED GRAVITY -    979,681.4   (mgal)                       NAVD 88
 FG0873
 FG0873  VERT ORDER      -  SECOND    CLASS 0
 FG0873
 FG0873.The horizontal coordinates were determined by differentially corrected
 FG0873.hand held GPS observations or other comparable positioning techniques
 FG0873.and have an estimated accuracy of +/- 3 meters.
 FG0873
 FG0873.The orthometric height was determined by differential leveling and
 FG0873.adjusted by the NATIONAL GEODETIC SURVEY
 FG0873.in June 1991.
 FG0873
 FG0873.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0873.GEOID18 height accuracy estimate available here.
 FG0873
 FG0873.Click photographs - Photos may exist for this station.
 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     -   148,205.7     285,120.1     MT  (+/- 3 meters HH1 GPS) 
 FG0873
 FG0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV7566546554(NAD 83)
 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
 FG0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0873.See file dsdata.pdf to determine how the superseded data were derived.
 FG0873
 FG0873_MARKER: DB = BENCH MARK DISK
 FG0873_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0873_STAMPING: H 128 1935
 FG0873_MARK LOGO: CGS
 FG0873_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 DK0987 ***********************************************************************
 DK0987  DESIGNATION -  H 13
 DK0987  PID         -  DK0987
 DK0987  STATE/COUNTY-  AR/CHICOT
 DK0987  COUNTRY     -  US
 DK0987  USGS QUAD   -  MCGEHEE SOUTH (2017)
 DK0987
 DK0987                         *CURRENT SURVEY CONTROL
 DK0987  ______________________________________________________________________
 DK0987* NAD 83(1986) POSITION- 33 31 45.     (N) 091 25 59.     (W)   SCALED
 DK0987* NAVD 88 ORTHO HEIGHT -    44.552 (meters)      146.17  (feet) ADJUSTED
 DK0987  ______________________________________________________________________
 DK0987  GEOID HEIGHT    -        -26.117 (meters)                     GEOID18
 DK0987  DYNAMIC HEIGHT  -         44.506 (meters)      146.02  (feet) COMP
 DK0987  MODELED GRAVITY -    979,601.0   (mgal)                       NAVD 88
 DK0987
 DK0987  VERT ORDER      -  FIRST     CLASS II
 DK0987
 DK0987.The horizontal coordinates were scaled from a map and have
 DK0987.an estimated accuracy of +/- 6 seconds.
 DK0987
 DK0987.The orthometric height was determined by differential leveling and
 DK0987.adjusted by the NATIONAL GEODETIC SURVEY
 DK0987.in June 1991.
 DK0987
 DK0987.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK0987.GEOID18 height accuracy estimate available here.
 DK0987
 DK0987.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT455110(NAD 83)
 DK0987
 DK0987                          SUPERSEDED SURVEY CONTROL
 DK0987
 DK0987  NGVD 29 (11/26/84)   44.667  (m)          146.54   (f) ADJUSTED    1 2
 DK0987
 DK0987.Superseded values are not recommended for survey control.
 DK0987
 DK0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0987.See file dsdata.pdf to determine how the superseded data were derived.
 DK0987
 DK0987_MARKER: DB = BENCH MARK DISK
 DK0987_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DK0987+WITH SETTING: PAVEMENT
 DK0987_SP_SET: PILASTER
 DK0987_STAMPING: H 13 1932
 DK0987_MARK LOGO: CGS
 DK0987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0987+STABILITY: SURFACE MOTION
 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 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 = MARCH 20, 2026 22:17:28 EDT
 DK0988 ***********************************************************************
 DK0988  DESIGNATION -  H 13 RESET
 DK0988  PID         -  DK0988
 DK0988  STATE/COUNTY-  AR/CHICOT
 DK0988  COUNTRY     -  US
 DK0988  USGS QUAD   -  MCGEHEE SOUTH (2017)
 DK0988
 DK0988                         *CURRENT SURVEY CONTROL
 DK0988  ______________________________________________________________________
 DK0988* NAD 83(1986) POSITION- 33 31 40.4    (N) 091 26 00.2    (W)   HD_HELD2
 DK0988* NAVD 88 ORTHO HEIGHT -    44.55  (+/-2cm)      146.2   (feet) VERTCON3
 DK0988  ______________________________________________________________________
 DK0988  GEOID HEIGHT    -        -26.116 (meters)                     GEOID18
 DK0988  VERT ORDER      -  ? (See Below)
 DK0988
 DK0988.The horizontal coordinates were established by autonomous hand held GPS
 DK0988.observations and have an estimated accuracy of +/- 10 meters.
 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
 DK0988.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK0988.GEOID18 height accuracy estimate available here.
 DK0988
 DK0988.The vertical order pertains to the NGVD 29 superseded value.
 DK0988
 DK0988.Click photographs - Photos may exist for this station.
 DK0988
 DK0988;                    North         East    Units  Estimated Accuracy
 DK0988;SPC AR S     -   495,666.      452,632.      MT  (+/- 10 meters HH2 GPS)
 DK0988
 DK0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT4547510909(NAD 83)
 DK0988
 DK0988                          SUPERSEDED SURVEY CONTROL
 DK0988
 DK0988  NGVD 29 (11/26/84)   44.667  (m)          146.54   (f) ADJUSTED       
 DK0988
 DK0988.Superseded values are not recommended for survey control.
 DK0988
 DK0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0988.See file dsdata.pdf to determine how the superseded data were derived.
 DK0988
 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_MARK LOGO: CGS
 DK0988_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK0988
 DK0988  HISTORY     - Date     Condition        Report By
 DK0988  HISTORY     - 1948     MONUMENTED       CGS
 DK0988  HISTORY     - 20110612 GOOD             GEOCAC
 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.
 DK0988
 DK0988                          STATION RECOVERY (2011)
 DK0988
 DK0988'RECOVERY NOTE BY GEOCACHING 2011 (BKT)
 DK0988'MARK WAS FOUND IN GOOD CONDITION, SET VERTICALLY ON SIDE OF BUILDING.
 DK0988'THE BRICK WALL HAS BEEN PLASTERED OVER, BUT THE DISK WAS LEFT
 DK0988'UNCOVERED. BUILDING WAS UNOCCUPIED AS OF THIS RECOVERY DATE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0148 ***********************************************************************
 GF0148  DESIGNATION -  H 130
 GF0148  PID         -  GF0148
 GF0148  STATE/COUNTY-  AR/NEWTON
 GF0148  COUNTRY     -  US
 GF0148  USGS QUAD   -  WESTERN GROVE (2017)
 GF0148
 GF0148                         *CURRENT SURVEY CONTROL
 GF0148  ______________________________________________________________________
 GF0148* NAD 83(1986) POSITION- 36 04 59.     (N) 092 58 55.     (W)   SCALED
 GF0148* NAVD 88 ORTHO HEIGHT -   321.973 (meters)     1056.34  (feet) ADJUSTED
 GF0148  ______________________________________________________________________
 GF0148  GEOID HEIGHT    -        -28.310 (meters)                     GEOID18
 GF0148  DYNAMIC HEIGHT  -        321.681 (meters)     1055.38  (feet) COMP
 GF0148  MODELED GRAVITY -    979,719.1   (mgal)                       NAVD 88
 GF0148
 GF0148  VERT ORDER      -  SECOND    CLASS 0
 GF0148
 GF0148.The horizontal coordinates were scaled from a map and have
 GF0148.an estimated accuracy of +/- 6 seconds.
 GF0148
 GF0148.The orthometric height was determined by differential leveling and
 GF0148.adjusted by the NATIONAL GEODETIC SURVEY
 GF0148.in June 1991.
 GF0148
 GF0148.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0148.GEOID18 height accuracy estimate available here.
 GF0148
 GF0148.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV016931(NAD 83)
 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
 GF0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0148.See file dsdata.pdf to determine how the superseded data were derived.
 GF0148
 GF0148_MARKER: DB = BENCH MARK DISK
 GF0148_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GF0148_STAMPING: H 130 1935
 GF0148_MARK LOGO: CGS
 GF0148_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1451 ***********************************************************************
 EJ1451  DESIGNATION -  H 131
 EJ1451  PID         -  EJ1451
 EJ1451  STATE/COUNTY-  AR/MONTGOMERY
 EJ1451  COUNTRY     -  US
 EJ1451  USGS QUAD   -  POLK CREEK MOUNTAIN (2017)
 EJ1451
 EJ1451                         *CURRENT SURVEY CONTROL
 EJ1451  ______________________________________________________________________
 EJ1451* NAD 83(1986) POSITION- 34 27 16.2    (N) 093 46 22.2    (W)   HD_HELD2
 EJ1451* NAVD 88 ORTHO HEIGHT -   248.557 (meters)      815.47  (feet) ADJUSTED
 EJ1451  ______________________________________________________________________
 EJ1451  GEOID HEIGHT    -        -28.379 (meters)                     GEOID18
 EJ1451  DYNAMIC HEIGHT  -        248.302 (meters)      814.64  (feet) COMP
 EJ1451  MODELED GRAVITY -    979,604.2   (mgal)                       NAVD 88
 EJ1451
 EJ1451  VERT ORDER      -  SECOND    CLASS 0
 EJ1451
 EJ1451.The horizontal coordinates were established by autonomous hand held GPS
 EJ1451.observations and have an estimated accuracy of +/- 10 meters.
 EJ1451
 EJ1451.The orthometric height was determined by differential leveling and
 EJ1451.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1451.in June 1991.
 EJ1451
 EJ1451.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1451.GEOID18 height accuracy estimate available here.
 EJ1451
 EJ1451.Click photographs - Photos may exist for this station.
 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     -   599,706.      237,112.      MT  (+/- 10 meters HH2 GPS)
 EJ1451
 EJ1451_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU2901212822(NAD 83)
 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
 EJ1451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1451.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1451
 EJ1451_MARKER: DB = BENCH MARK DISK
 EJ1451_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EJ1451_SP_SET: BRIDGE WINGWALL
 EJ1451_STAMPING: H 131 1935
 EJ1451_MARK LOGO: CGS
 EJ1451_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1451
 EJ1451  HISTORY     - Date     Condition        Report By
 EJ1451  HISTORY     - 1935     MONUMENTED       CGS
 EJ1451  HISTORY     - 1961     GOOD             CGS
 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 COAST AND GEODETIC SURVEY 1961
 EJ1451'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EK0208 ***********************************************************************
 EK0208  DESIGNATION -  H 132
 EK0208  PID         -  EK0208
 EK0208  STATE/COUNTY-  AR/POLK
 EK0208  COUNTRY     -  US
 EK0208  USGS QUAD   -  BAKER SPRINGS (2017)
 EK0208
 EK0208                         *CURRENT SURVEY CONTROL
 EK0208  ______________________________________________________________________
 EK0208* NAD 83(1986) POSITION- 34 22 06.     (N) 094 10 13.     (W)   SCALED
 EK0208* NAVD 88 ORTHO HEIGHT -   326.386 (meters)     1070.82  (feet) ADJUSTED
 EK0208  ______________________________________________________________________
 EK0208  GEOID HEIGHT    -        -28.836 (meters)                     GEOID18
 EK0208  DYNAMIC HEIGHT  -        326.046 (meters)     1069.70  (feet) COMP
 EK0208  MODELED GRAVITY -    979,584.7   (mgal)                       NAVD 88
 EK0208
 EK0208  VERT ORDER      -  SECOND    CLASS 0
 EK0208
 EK0208.The horizontal coordinates were scaled from a map and have
 EK0208.an estimated accuracy of +/- 6 seconds.
 EK0208
 EK0208.The orthometric height was determined by differential leveling and
 EK0208.adjusted by the NATIONAL GEODETIC SURVEY
 EK0208.in June 1991.
 EK0208
 EK0208.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0208.GEOID18 height accuracy estimate available here.
 EK0208
 EK0208.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU923036(NAD 83)
 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
 EK0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0208.See file dsdata.pdf to determine how the superseded data were derived.
 EK0208
 EK0208_MARKER: DB = BENCH MARK DISK
 EK0208_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EK0208_STAMPING: H 132 1935
 EK0208_MARK LOGO: CGS
 EK0208_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0208
 EK0208  HISTORY     - Date     Condition        Report By
 EK0208  HISTORY     - 1935     MONUMENTED       CGS
 EK0208  HISTORY     - 1961     MARK NOT FOUND   CGS
 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 COAST AND GEODETIC SURVEY 1961
 EK0208'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EK0081 ***********************************************************************
 EK0081  DESIGNATION -  H 133
 EK0081  PID         -  EK0081
 EK0081  STATE/COUNTY-  AR/POLK
 EK0081  COUNTRY     -  US
 EK0081  USGS QUAD   -  BOARD CAMP (2017)
 EK0081
 EK0081                         *CURRENT SURVEY CONTROL
 EK0081  ______________________________________________________________________
 EK0081* NAD 83(1986) POSITION- 34 32 22.     (N) 094 03 22.     (W)   SCALED
 EK0081* NAVD 88 ORTHO HEIGHT -   278.721 (meters)      914.44  (feet) ADJUSTED
 EK0081  ______________________________________________________________________
 EK0081  GEOID HEIGHT    -        -29.452 (meters)                     GEOID18
 EK0081  DYNAMIC HEIGHT  -        278.427 (meters)      913.47  (feet) COMP
 EK0081  MODELED GRAVITY -    979,572.9   (mgal)                       NAVD 88
 EK0081
 EK0081  VERT ORDER      -  SECOND    CLASS 0
 EK0081
 EK0081.The horizontal coordinates were scaled from a map and have
 EK0081.an estimated accuracy of +/- 6 seconds.
 EK0081
 EK0081.The orthometric height was determined by differential leveling and
 EK0081.adjusted by the NATIONAL GEODETIC SURVEY
 EK0081.in June 1991.
 EK0081
 EK0081.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0081.GEOID18 height accuracy estimate available here.
 EK0081
 EK0081.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU030224(NAD 83)
 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
 EK0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0081.See file dsdata.pdf to determine how the superseded data were derived.
 EK0081
 EK0081_MARKER: DB = BENCH MARK DISK
 EK0081_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EK0081_STAMPING: H 133 1935
 EK0081_MARK LOGO: CGS
 EK0081_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0081
 EK0081  HISTORY     - Date     Condition        Report By
 EK0081  HISTORY     - 1935     MONUMENTED       CGS
 EK0081  HISTORY     - 1961     GOOD             CGS
 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 COAST AND GEODETIC SURVEY 1961
 EK0081'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EK0056 ***********************************************************************
 EK0056  DESIGNATION -  H 135
 EK0056  PID         -  EK0056
 EK0056  STATE/COUNTY-  AR/POLK
 EK0056  COUNTRY     -  US
 EK0056  USGS QUAD   -  ACORN (2017)
 EK0056
 EK0056                         *CURRENT SURVEY CONTROL
 EK0056  ______________________________________________________________________
 EK0056* NAD 83(1986) POSITION- 34 39 22.     (N) 094 07 45.     (W)   SCALED
 EK0056* NAVD 88 ORTHO HEIGHT -   341.736 (meters)     1121.18  (feet) ADJUSTED
 EK0056  ______________________________________________________________________
 EK0056  GEOID HEIGHT    -        -30.147 (meters)                     GEOID18
 EK0056  DYNAMIC HEIGHT  -        341.369 (meters)     1119.97  (feet) COMP
 EK0056  MODELED GRAVITY -    979,552.9   (mgal)                       NAVD 88
 EK0056
 EK0056  VERT ORDER      -  SECOND    CLASS 0
 EK0056
 EK0056.The horizontal coordinates were scaled from a map and have
 EK0056.an estimated accuracy of +/- 6 seconds.
 EK0056
 EK0056.The orthometric height was determined by differential leveling and
 EK0056.adjusted by the NATIONAL GEODETIC SURVEY
 EK0056.in June 1991.
 EK0056
 EK0056.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0056.GEOID18 height accuracy estimate available here.
 EK0056
 EK0056.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU965354(NAD 83)
 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
 EK0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0056.See file dsdata.pdf to determine how the superseded data were derived.
 EK0056
 EK0056_MARKER: DB = BENCH MARK DISK
 EK0056_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EK0056_STAMPING: H 135 1935
 EK0056_MARK LOGO: CGS
 EK0056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0056
 EK0056  HISTORY     - Date     Condition        Report By
 EK0056  HISTORY     - 1935     MONUMENTED       CGS
 EK0056  HISTORY     - 1961     GOOD             CGS
 EK0056
 EK0056                          STATION DESCRIPTION
 EK0056
 EK0056'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1120 ***********************************************************************
 EJ1120  DESIGNATION -  H 136
 EJ1120  PID         -  EJ1120
 EJ1120  STATE/COUNTY-  AR/CLARK
 EJ1120  COUNTRY     -  US
 EJ1120  USGS QUAD   -  AMITY (2017)
 EJ1120
 EJ1120                         *CURRENT SURVEY CONTROL
 EJ1120  ______________________________________________________________________
 EJ1120* NAD 83(1986) POSITION- 34 15 58.32   (N) 093 28 08.39   (W)   HD_HELD1
 EJ1120* NAVD 88 ORTHO HEIGHT -   163.201 (meters)      535.44  (feet) ADJUSTED
 EJ1120  ______________________________________________________________________
 EJ1120  GEOID HEIGHT    -        -27.520 (meters)                     GEOID18
 EJ1120  DYNAMIC HEIGHT  -        163.036 (meters)      534.89  (feet) COMP
 EJ1120  MODELED GRAVITY -    979,624.2   (mgal)                       NAVD 88
 EJ1120
 EJ1120  VERT ORDER      -  SECOND    CLASS 0
 EJ1120
 EJ1120.The horizontal coordinates were determined by differentially corrected
 EJ1120.hand held GPS observations or other comparable positioning techniques
 EJ1120.and have an estimated accuracy of +/- 3 meters.
 EJ1120
 EJ1120.The orthometric height was determined by differential leveling and
 EJ1120.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1120.in June 1991.
 EJ1120
 EJ1120.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1120.GEOID18 height accuracy estimate available here.
 EJ1120
 EJ1120.Click photographs - Photos may exist for this station.
 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     -   578,379.2     264,726.4     MT  (+/- 3 meters HH1 GPS) 
 EJ1120
 EJ1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT5682491771(NAD 83)
 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
 EJ1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1120.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1120
 EJ1120_MARKER: DB = BENCH MARK DISK
 EJ1120_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EJ1120_SP_SET: BUILDING
 EJ1120_STAMPING: H 136 1935
 EJ1120_MARK LOGO: CGS
 EJ1120_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1120
 EJ1120  HISTORY     - Date     Condition        Report By
 EJ1120  HISTORY     - 1935     MONUMENTED       CGS
 EJ1120  HISTORY     - 1935     GOOD             CGS
 EJ1120  HISTORY     - 20171002 MARK NOT FOUND   ARHD
 EJ1120
 EJ1120                          STATION DESCRIPTION
 EJ1120
 EJ1120'DESCRIBED BY COAST AND 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.
 EJ1120
 EJ1120                          STATION RECOVERY (2017)
 EJ1120
 EJ1120'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2017 (BAB)
 EJ1120'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1129 ***********************************************************************
 EJ1129  DESIGNATION -  H 137
 EJ1129  PID         -  EJ1129
 EJ1129  STATE/COUNTY-  AR/HOT SPRING
 EJ1129  COUNTRY     -  US
 EJ1129  USGS QUAD   -  POINT CEDAR (2017)
 EJ1129
 EJ1129                         *CURRENT SURVEY CONTROL
 EJ1129  ______________________________________________________________________
 EJ1129* NAD 83(1986) POSITION- 34 19 38.     (N) 093 16 24.     (W)   SCALED
 EJ1129* NAVD 88 ORTHO HEIGHT -   148.586 (meters)      487.49  (feet) ADJUSTED
 EJ1129  ______________________________________________________________________
 EJ1129  GEOID HEIGHT    -        -27.356 (meters)                     GEOID18
 EJ1129  DYNAMIC HEIGHT  -        148.437 (meters)      487.00  (feet) COMP
 EJ1129  MODELED GRAVITY -    979,632.1   (mgal)                       NAVD 88
 EJ1129
 EJ1129  VERT ORDER      -  SECOND    CLASS 0
 EJ1129
 EJ1129.The horizontal coordinates were scaled from a map and have
 EJ1129.an estimated accuracy of +/- 6 seconds.
 EJ1129
 EJ1129.The orthometric height was determined by differential leveling and
 EJ1129.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1129.in June 1991.
 EJ1129
 EJ1129.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1129.GEOID18 height accuracy estimate available here.
 EJ1129
 EJ1129.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT748984(NAD 83)
 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
 EJ1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1129.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1129
 EJ1129_MARKER: DB = BENCH MARK DISK
 EJ1129_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ1129_STAMPING: H 137 1935
 EJ1129_MARK LOGO: CGS
 EJ1129_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1205 ***********************************************************************
 EJ1205  DESIGNATION -  H 138
 EJ1205  PID         -  EJ1205
 EJ1205  STATE/COUNTY-  AR/CLARK
 EJ1205  COUNTRY     -  US
 EJ1205  USGS QUAD   -  CHALYBEATE MOUNTAIN WEST (2017)
 EJ1205
 EJ1205                         *CURRENT SURVEY CONTROL
 EJ1205  ______________________________________________________________________
 EJ1205* NAD 83(1986) POSITION- 34 08 24.21   (N) 093 24 58.10   (W)   HD_HELD1
 EJ1205* NAVD 88 ORTHO HEIGHT -   167.123 (meters)      548.30  (feet) ADJUSTED
 EJ1205  ______________________________________________________________________
 EJ1205  GEOID HEIGHT    -        -27.185 (meters)                     GEOID18
 EJ1205  DYNAMIC HEIGHT  -        166.954 (meters)      547.75  (feet) COMP
 EJ1205  MODELED GRAVITY -    979,620.3   (mgal)                       NAVD 88
 EJ1205
 EJ1205  VERT ORDER      -  SECOND    CLASS 0
 EJ1205
 EJ1205.The horizontal coordinates were determined by differentially corrected
 EJ1205.hand held GPS observations or other comparable positioning techniques
 EJ1205.and have an estimated accuracy of +/- 3 meters.
 EJ1205
 EJ1205.The orthometric height was determined by differential leveling and
 EJ1205.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1205.in June 1991.
 EJ1205
 EJ1205.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1205.GEOID18 height accuracy estimate available here.
 EJ1205
 EJ1205.Click photographs - Photos may exist for this station.
 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     -   564,320.7     269,400.0     MT  (+/- 3 meters HH1 GPS) 
 EJ1205
 EJ1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT6163377763(NAD 83)
 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
 EJ1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1205.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1205
 EJ1205_MARKER: DB = BENCH MARK DISK
 EJ1205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1205_STAMPING: H 138 1935
 EJ1205_MARK LOGO: CGS
 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             CGS
 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 COAST AND GEODETIC SURVEY 1964
 EJ1205'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0730 ***********************************************************************
 EJ0730  DESIGNATION -  H 139
 EJ0730  PID         -  EJ0730
 EJ0730  STATE/COUNTY-  AR/HOT SPRING
 EJ0730  COUNTRY     -  US
 EJ0730  USGS QUAD   -  MALVERN SOUTH (2017)
 EJ0730
 EJ0730                         *CURRENT SURVEY CONTROL
 EJ0730  ______________________________________________________________________
 EJ0730* NAD 83(1986) POSITION- 34 22 21.     (N) 092 51 36.     (W)   SCALED
 EJ0730* NAVD 88 ORTHO HEIGHT -    77.059 (meters)      252.82  (feet) ADJUSTED
 EJ0730  ______________________________________________________________________
 EJ0730  GEOID HEIGHT    -        -26.551 (meters)                     GEOID18
 EJ0730  DYNAMIC HEIGHT  -         76.984 (meters)      252.57  (feet) COMP
 EJ0730  MODELED GRAVITY -    979,673.3   (mgal)                       NAVD 88
 EJ0730
 EJ0730  VERT ORDER      -  SECOND    CLASS 0
 EJ0730
 EJ0730.The horizontal coordinates were scaled from a map and have
 EJ0730.an estimated accuracy of +/- 6 seconds.
 EJ0730
 EJ0730.The orthometric height was determined by differential leveling and
 EJ0730.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0730.in June 1991.
 EJ0730
 EJ0730.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0730.GEOID18 height accuracy estimate available here.
 EJ0730
 EJ0730.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU128034(NAD 83)
 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
 EJ0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0730.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0730
 EJ0730_MARKER: DB = BENCH MARK DISK
 EJ0730_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0730_STAMPING: H 139 1935
 EJ0730_MARK LOGO: CGS
 EJ0730_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2369 ***********************************************************************
 EH2369  DESIGNATION -  H 14
 EH2369  PID         -  EH2369
 EH2369  STATE/COUNTY-  AR/PRAIRIE
 EH2369  COUNTRY     -  US
 EH2369  USGS QUAD   -  SLOVAK (2017)
 EH2369
 EH2369                         *CURRENT SURVEY CONTROL
 EH2369  ______________________________________________________________________
 EH2369* NAD 83(1986) POSITION- 34 40 12.     (N) 091 34 43.     (W)   SCALED
 EH2369* NAVD 88 ORTHO HEIGHT -    65.497 (meters)      214.88  (feet) ADJUSTED
 EH2369  ______________________________________________________________________
 EH2369  GEOID HEIGHT    -        -26.792 (meters)                     GEOID18
 EH2369  DYNAMIC HEIGHT  -         65.435 (meters)      214.68  (feet) COMP
 EH2369  MODELED GRAVITY -    979,687.3   (mgal)                       NAVD 88
 EH2369
 EH2369  VERT ORDER      -  FIRST     CLASS II
 EH2369
 EH2369.The horizontal coordinates were scaled from a map and have
 EH2369.an estimated accuracy of +/- 6 seconds.
 EH2369
 EH2369.The orthometric height was determined by differential leveling and
 EH2369.adjusted by the NATIONAL GEODETIC SURVEY
 EH2369.in June 1991.
 EH2369
 EH2369.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2369.GEOID18 height accuracy estimate available here.
 EH2369
 EH2369.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU302373(NAD 83)
 EH2369
 EH2369                          SUPERSEDED SURVEY CONTROL
 EH2369
 EH2369  NGVD 29 (11/26/84)   65.519  (m)          214.96   (f) ADJUSTED    1 2
 EH2369
 EH2369.Superseded values are not recommended for survey control.
 EH2369
 EH2369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2369.See file dsdata.pdf to determine how the superseded data were derived.
 EH2369
 EH2369_MARKER: DB = BENCH MARK DISK
 EH2369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2369_STAMPING: H 14 1932
 EH2369_MARK LOGO: CGS
 EH2369_PROJECTION: FLUSH
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0193 ***********************************************************************
 EJ0193  DESIGNATION -  H 14 1
 EJ0193  PID         -  EJ0193
 EJ0193  STATE/COUNTY-  AR/PULASKI
 EJ0193  COUNTRY     -  US
 EJ0193  USGS QUAD   -  SWEET HOME (2017)
 EJ0193
 EJ0193                         *CURRENT SURVEY CONTROL
 EJ0193  ______________________________________________________________________
 EJ0193* NAD 83(1986) POSITION- 34 40 06.     (N) 092 08 04.     (W)   SCALED
 EJ0193* NAVD 88 ORTHO HEIGHT -    73.855 (meters)      242.31  (feet) ADJUSTED
 EJ0193  ______________________________________________________________________
 EJ0193  GEOID HEIGHT    -        -26.505 (meters)                     GEOID18
 EJ0193  DYNAMIC HEIGHT  -         73.786 (meters)      242.08  (feet) COMP
 EJ0193  MODELED GRAVITY -    979,698.8   (mgal)                       NAVD 88
 EJ0193
 EJ0193  VERT ORDER      -  SECOND    CLASS 0
 EJ0193
 EJ0193.The horizontal coordinates were scaled from a map and have
 EJ0193.an estimated accuracy of +/- 6 seconds.
 EJ0193
 EJ0193.The orthometric height was determined by differential leveling and
 EJ0193.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0193.in June 1991.
 EJ0193
 EJ0193.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0193.GEOID18 height accuracy estimate available here.
 EJ0193
 EJ0193.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU793366(NAD 83)
 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
 EJ0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0193.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0193
 EJ0193_MARKER: P = PIPE CAP
 EJ0193_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EJ0193_STAMPING: H-14-1
 EJ0193_MARK LOGO: USACE
 EJ0193_MAGNETIC: P = MARKER IS A STEEL PIPE
 EJ0193_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0193
 EJ0193  HISTORY     - Date     Condition        Report By
 EJ0193  HISTORY     - UNK      MONUMENTED       USACE
 EJ0193  HISTORY     - 1940     GOOD             CGS
 EJ0193  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0193
 EJ0193                          STATION DESCRIPTION
 EJ0193
 EJ0193'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0185 ***********************************************************************
 EJ0185  DESIGNATION -  H 14 2
 EJ0185  PID         -  EJ0185
 EJ0185  STATE/COUNTY-  AR/PULASKI
 EJ0185  COUNTRY     -  US
 EJ0185  USGS QUAD   -  WOODSON (2017)
 EJ0185
 EJ0185                         *CURRENT SURVEY CONTROL
 EJ0185  ______________________________________________________________________
 EJ0185* NAD 83(1986) POSITION- 34 36 38.     (N) 092 08 57.     (W)   SCALED
 EJ0185* NAVD 88 ORTHO HEIGHT -    73.246 (meters)      240.31  (feet) ADJUSTED
 EJ0185  ______________________________________________________________________
 EJ0185  GEOID HEIGHT    -        -26.422 (meters)                     GEOID18
 EJ0185  DYNAMIC HEIGHT  -         73.176 (meters)      240.08  (feet) COMP
 EJ0185  MODELED GRAVITY -    979,691.4   (mgal)                       NAVD 88
 EJ0185
 EJ0185  VERT ORDER      -  SECOND    CLASS 0
 EJ0185
 EJ0185.The horizontal coordinates were scaled from a map and have
 EJ0185.an estimated accuracy of +/- 6 seconds.
 EJ0185
 EJ0185.The orthometric height was determined by differential leveling and
 EJ0185.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0185.in June 1991.
 EJ0185
 EJ0185.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0185.GEOID18 height accuracy estimate available here.
 EJ0185
 EJ0185.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU780301(NAD 83)
 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
 EJ0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0185.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0185
 EJ0185_MARKER: DD = SURVEY DISK
 EJ0185_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EJ0185_STAMPING: H-14-2
 EJ0185_MARK LOGO: USACE
 EJ0185_MAGNETIC: P = MARKER IS A STEEL PIPE
 EJ0185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0185
 EJ0185  HISTORY     - Date     Condition        Report By
 EJ0185  HISTORY     - UNK      MONUMENTED       USACE
 EJ0185  HISTORY     - 1940     GOOD             CGS
 EJ0185  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0185  HISTORY     - 20150203 MARK NOT FOUND   USACEL
 EJ0185
 EJ0185                          STATION DESCRIPTION
 EJ0185
 EJ0185'DESCRIBED BY COAST AND 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.
 EJ0185
 EJ0185                          STATION RECOVERY (2015)
 EJ0185
 EJ0185'RECOVERY NOTE BY USACE LITTLE ROCK 2015 (SCC)
 EJ0185'THE AREA WHERE THE DESCRIPTION SHOWS THIS MARK TO BE HAS BEEN UNDER
 EJ0185'CULTIVATION AND IT IS SUSPECTED THAT THE MARK HAS BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0178 ***********************************************************************
 EJ0178  DESIGNATION -  H 14 3
 EJ0178  PID         -  EJ0178
 EJ0178  STATE/COUNTY-  AR/PULASKI
 EJ0178  COUNTRY     -  US
 EJ0178  USGS QUAD   -  KEO (2017)
 EJ0178
 EJ0178                         *CURRENT SURVEY CONTROL
 EJ0178  ______________________________________________________________________
 EJ0178* NAD 83(1986) POSITION- 34 32 56.45   (N) 092 05 59.63   (W)   HD_HELD1
 EJ0178* NAVD 88 ORTHO HEIGHT -    71.510 (meters)      234.61  (feet) ADJUSTED
 EJ0178  ______________________________________________________________________
 EJ0178  GEOID HEIGHT    -        -26.274 (meters)                     GEOID18
 EJ0178  DYNAMIC HEIGHT  -         71.443 (meters)      234.39  (feet) COMP
 EJ0178  MODELED GRAVITY -    979,695.8   (mgal)                       NAVD 88
 EJ0178
 EJ0178  VERT ORDER      -  SECOND    CLASS 0
 EJ0178
 EJ0178.The horizontal coordinates were determined by differentially corrected
 EJ0178.hand held GPS observations or other comparable positioning techniques
 EJ0178.and have an estimated accuracy of +/- 3 meters.
 EJ0178
 EJ0178.The orthometric height was determined by differential leveling and
 EJ0178.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0178.in June 1991.
 EJ0178
 EJ0178.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0178.GEOID18 height accuracy estimate available here.
 EJ0178
 EJ0178.Click photographs - Photos may exist for this station.
 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     -   608,783.7     390,831.2     MT  (+/- 3 meters HH1 GPS) 
 EJ0178
 EJ0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU8258523400(NAD 83)
 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
 EJ0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0178.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0178
 EJ0178_MARKER: P = PIPE CAP
 EJ0178_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EJ0178_STAMPING: H 14 3
 EJ0178_MARK LOGO: USACE
 EJ0178_MAGNETIC: P = MARKER IS A STEEL PIPE
 EJ0178_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0178
 EJ0178  HISTORY     - Date     Condition        Report By
 EJ0178  HISTORY     - UNK      MONUMENTED       USACE
 EJ0178  HISTORY     - 1940     GOOD             CGS
 EJ0178  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0178
 EJ0178                          STATION DESCRIPTION
 EJ0178
 EJ0178'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0718 ***********************************************************************
 EJ0718  DESIGNATION -  H 140 RESET
 EJ0718  PID         -  EJ0718
 EJ0718  STATE/COUNTY-  AR/HOT SPRING
 EJ0718  COUNTRY     -  US
 EJ0718  USGS QUAD   -  MALVERN NORTH (2017)
 EJ0718
 EJ0718                         *CURRENT SURVEY CONTROL
 EJ0718  ______________________________________________________________________
 EJ0718* NAD 83(1986) POSITION- 34 27 23.0    (N) 092 52 28.3    (W)   HD_HELD2
 EJ0718* NAVD 88 ORTHO HEIGHT -   103.42  (meters)      339.3   (feet) RESET
 EJ0718  ______________________________________________________________________
 EJ0718  GEOID HEIGHT    -        -26.590 (meters)                     GEOID18
 EJ0718  VERT ORDER      -  THIRD
 EJ0718
 EJ0718.The horizontal coordinates were established by autonomous hand held GPS
 EJ0718.observations and have an estimated accuracy of +/- 10 meters.
 EJ0718
 EJ0718.The orthometric height was computed from unverified reset data.
 EJ0718
 EJ0718.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0718.GEOID18 height accuracy estimate available here.
 EJ0718
 EJ0718.Click photographs - Photos may exist for this station.
 EJ0718
 EJ0718;                    North         East    Units  Estimated Accuracy
 EJ0718;SPC AR S     -   598,848.      319,647.      MT  (+/- 10 meters HH2 GPS)
 EJ0718
 EJ0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU1152412768(NAD 83)
 EJ0718
 EJ0718                          SUPERSEDED SURVEY CONTROL
 EJ0718
 EJ0718.No superseded survey control is available for this station.
 EJ0718
 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_MARK LOGO: CGS
 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 DEPARTMENT OF TRANSPORTATION 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 = MARCH 20, 2026 22:17:28 EDT
 FH0102 ***********************************************************************
 FH0102  DESIGNATION -  H 141
 FH0102  PID         -  FH0102
 FH0102  STATE/COUNTY-  AR/FRANKLIN
 FH0102  COUNTRY     -  US
 FH0102  USGS QUAD   -  MOUNTAINBURG SE (2017)
 FH0102
 FH0102                         *CURRENT SURVEY CONTROL
 FH0102  ______________________________________________________________________
 FH0102* NAD 83(1986) POSITION- 35 36 21.4    (N) 094 03 31.5    (W)   HD_HELD2
 FH0102* NAVD 88 ORTHO HEIGHT -   332.700 (meters)     1091.53  (feet) ADJUSTED
 FH0102  ______________________________________________________________________
 FH0102  GEOID HEIGHT    -        -28.856 (meters)                     GEOID18
 FH0102  DYNAMIC HEIGHT  -        332.388 (meters)     1090.51  (feet) COMP
 FH0102  MODELED GRAVITY -    979,687.0   (mgal)                       NAVD 88
 FH0102
 FH0102  VERT ORDER      -  SECOND    CLASS 0
 FH0102
 FH0102.The horizontal coordinates were established by autonomous hand held GPS
 FH0102.observations and have an estimated accuracy of +/- 10 meters.
 FH0102
 FH0102.The orthometric height was determined by differential leveling and
 FH0102.adjusted by the NATIONAL GEODETIC SURVEY
 FH0102.in June 1991.
 FH0102
 FH0102.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0102.GEOID18 height accuracy estimate available here.
 FH0102
 FH0102.Click photographs - Photos may exist for this station.
 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     -   143,135.      213,482.      MT  (+/- 10 meters HH2 GPS)
 FH0102
 FH0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV0410340759(NAD 83)
 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
 FH0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0102.See file dsdata.pdf to determine how the superseded data were derived.
 FH0102
 FH0102_MARKER: DB = BENCH MARK DISK
 FH0102_SETTING: 66 = SET IN ROCK OUTCROP
 FH0102_STAMPING: H 141 1935
 FH0102_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1429 ***********************************************************************
 FG1429  DESIGNATION -  H 142
 FG1429  PID         -  FG1429
 FG1429  STATE/COUNTY-  AR/FRANKLIN
 FG1429  COUNTRY     -  US
 FG1429  USGS QUAD   -  BIDVILLE (2017)
 FG1429
 FG1429                         *CURRENT SURVEY CONTROL
 FG1429  ______________________________________________________________________
 FG1429* NAD 83(1986) POSITION- 35 41 35.0    (N) 093 58 57.7    (W)   HD_HELD2
 FG1429* NAVD 88 ORTHO HEIGHT -   601.979 (meters)     1974.99  (feet) ADJUSTED
 FG1429  ______________________________________________________________________
 FG1429  GEOID HEIGHT    -        -28.438 (meters)                     GEOID18
 FG1429  DYNAMIC HEIGHT  -        601.391 (meters)     1973.06  (feet) COMP
 FG1429  MODELED GRAVITY -    979,637.1   (mgal)                       NAVD 88
 FG1429
 FG1429  VERT ORDER      -  SECOND    CLASS 0
 FG1429
 FG1429.The horizontal coordinates were established by autonomous hand held GPS
 FG1429.observations and have an estimated accuracy of +/- 10 meters.
 FG1429
 FG1429.The orthometric height was determined by differential leveling and
 FG1429.adjusted by the NATIONAL GEODETIC SURVEY
 FG1429.in June 1991.
 FG1429
 FG1429.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1429.GEOID18 height accuracy estimate available here.
 FG1429
 FG1429.Click photographs - Photos may exist for this station.
 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     -   152,657.      220,566.      MT  (+/- 10 meters HH2 GPS)
 FG1429
 FG1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV1108850349(NAD 83)
 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
 FG1429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1429.See file dsdata.pdf to determine how the superseded data were derived.
 FG1429
 FG1429_MARKER: DB = BENCH MARK DISK
 FG1429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1429_STAMPING: H 142 1935
 FG1429_MARK LOGO: CGS
 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             CGS
 FG1429
 FG1429                          STATION DESCRIPTION
 FG1429
 FG1429'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG1373 ***********************************************************************
 FG1373  DESIGNATION -  H 143
 FG1373  PID         -  FG1373
 FG1373  STATE/COUNTY-  AR/MADISON
 FG1373  COUNTRY     -  US
 FG1373  USGS QUAD   -  DELANEY (2017)
 FG1373
 FG1373                         *CURRENT SURVEY CONTROL
 FG1373  ______________________________________________________________________
 FG1373* NAD 83(1986) POSITION- 35 46 04.08   (N) 093 56 07.74   (W)   HD_HELD1
 FG1373* NAVD 88 ORTHO HEIGHT -   712.399 (meters)     2337.26  (feet) ADJUSTED
 FG1373  ______________________________________________________________________
 FG1373  GEOID HEIGHT    -        -28.160 (meters)                     GEOID18
 FG1373  DYNAMIC HEIGHT  -        711.695 (meters)     2334.95  (feet) COMP
 FG1373  MODELED GRAVITY -    979,620.8   (mgal)                       NAVD 88
 FG1373
 FG1373  VERT ORDER      -  SECOND    CLASS 0
 FG1373
 FG1373.The horizontal coordinates were determined by differentially corrected
 FG1373.hand held GPS observations or other comparable positioning techniques
 FG1373.and have an estimated accuracy of +/- 3 meters.
 FG1373
 FG1373.The orthometric height was determined by differential leveling and
 FG1373.adjusted by the NATIONAL GEODETIC SURVEY
 FG1373.in June 1991.
 FG1373
 FG1373.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1373.GEOID18 height accuracy estimate available here.
 FG1373
 FG1373.Click photographs - Photos may exist for this station.
 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     -   160,862.7     225,001.1     MT  (+/- 3 meters HH1 GPS) 
 FG1373
 FG1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV1543958598(NAD 83)
 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
 FG1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1373.See file dsdata.pdf to determine how the superseded data were derived.
 FG1373
 FG1373_MARKER: DB = BENCH MARK DISK
 FG1373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1373_STAMPING: H 143 1935
 FG1373_MARK LOGO: CGS
 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             CGS
 FG1373  HISTORY     - 198412   MARK NOT FOUND   USGS
 FG1373
 FG1373                          STATION DESCRIPTION
 FG1373
 FG1373'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG1356 ***********************************************************************
 FG1356  DESIGNATION -  H 145
 FG1356  PID         -  FG1356
 FG1356  STATE/COUNTY-  AR/MADISON
 FG1356  COUNTRY     -  US
 FG1356  USGS QUAD   -  WEATHERS (2017)
 FG1356
 FG1356                         *CURRENT SURVEY CONTROL
 FG1356  ______________________________________________________________________
 FG1356* NAD 83(1986) POSITION- 35 53 07.7    (N) 093 31 21.1    (W)   HD_HELD2
 FG1356* NAVD 88 ORTHO HEIGHT -   681.778 (meters)     2236.80  (feet) ADJUSTED
 FG1356  ______________________________________________________________________
 FG1356  GEOID HEIGHT    -        -27.891 (meters)                     GEOID18
 FG1356  DYNAMIC HEIGHT  -        681.120 (meters)     2234.64  (feet) COMP
 FG1356  MODELED GRAVITY -    979,644.0   (mgal)                       NAVD 88
 FG1356
 FG1356  VERT ORDER      -  SECOND    CLASS 0
 FG1356
 FG1356.The horizontal coordinates were established by autonomous hand held GPS
 FG1356.observations and have an estimated accuracy of +/- 10 meters.
 FG1356
 FG1356.The orthometric height was determined by differential leveling and
 FG1356.adjusted by the NATIONAL GEODETIC SURVEY
 FG1356.in June 1991.
 FG1356
 FG1356.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1356.GEOID18 height accuracy estimate available here.
 FG1356
 FG1356.Click photographs - Photos may exist for this station.
 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     -   173,261.      262,537.      MT  (+/- 10 meters HH2 GPS)
 FG1356
 FG1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV5283771371(NAD 83)
 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
 FG1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1356.See file dsdata.pdf to determine how the superseded data were derived.
 FG1356
 FG1356_MARKER: DB = BENCH MARK DISK
 FG1356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1356_STAMPING: H 145 1935
 FG1356_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0721 ***********************************************************************
 FG0721  DESIGNATION -  H 146
 FG0721  PID         -  FG0721
 FG0721  STATE/COUNTY-  AR/SEARCY
 FG0721  COUNTRY     -  US
 FG0721  USGS QUAD   -  EULA (2017)
 FG0721
 FG0721                         *CURRENT SURVEY CONTROL
 FG0721  ______________________________________________________________________
 FG0721* NAD 83(1986) POSITION- 35 58 22.49   (N) 092 53 38.29   (W)   HD_HELD1
 FG0721* NAVD 88 ORTHO HEIGHT -   204.726 (meters)      671.67  (feet) ADJUSTED
 FG0721  ______________________________________________________________________
 FG0721  GEOID HEIGHT    -        -28.301 (meters)                     GEOID18
 FG0721  DYNAMIC HEIGHT  -        204.542 (meters)      671.07  (feet) COMP
 FG0721  MODELED GRAVITY -    979,730.8   (mgal)                       NAVD 88
 FG0721
 FG0721  VERT ORDER      -  SECOND    CLASS 0
 FG0721
 FG0721.The horizontal coordinates were determined by differentially corrected
 FG0721.hand held GPS observations or other comparable positioning techniques
 FG0721.and have an estimated accuracy of +/- 3 meters.
 FG0721
 FG0721.The orthometric height was determined by differential leveling and
 FG0721.adjusted by the NATIONAL GEODETIC SURVEY
 FG0721.in June 1991.
 FG0721
 FG0721.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0721.GEOID18 height accuracy estimate available here.
 FG0721
 FG0721.Click photographs - Photos may exist for this station.
 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     -   182,266.3     319,373.3     MT  (+/- 3 meters HH1 GPS) 
 FG0721
 FG0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV0955980949(NAD 83)
 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
 FG0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0721.See file dsdata.pdf to determine how the superseded data were derived.
 FG0721
 FG0721_MARKER: DB = BENCH MARK DISK
 FG0721_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0721_STAMPING: H 146 1935
 FG0721_MARK LOGO: CGS
 FG0721_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0515 ***********************************************************************
 FG0515  DESIGNATION -  H 147
 FG0515  PID         -  FG0515
 FG0515  STATE/COUNTY-  AR/SEARCY
 FG0515  COUNTRY     -  US
 FG0515  USGS QUAD   -  MOORE (2017)
 FG0515
 FG0515                         *CURRENT SURVEY CONTROL
 FG0515  ______________________________________________________________________
 FG0515* NAD 83(1986) POSITION- 35 45 19.64   (N) 092 52 57.66   (W)   HD_HELD1
 FG0515* NAVD 88 ORTHO HEIGHT -   562.537 (meters)     1845.59  (feet) ADJUSTED
 FG0515  ______________________________________________________________________
 FG0515  GEOID HEIGHT    -        -28.002 (meters)                     GEOID18
 FG0515  DYNAMIC HEIGHT  -        561.992 (meters)     1843.80  (feet) COMP
 FG0515  MODELED GRAVITY -    979,645.8   (mgal)                       NAVD 88
 FG0515
 FG0515  VERT ORDER      -  SECOND    CLASS 0
 FG0515
 FG0515.The horizontal coordinates were determined by differentially corrected
 FG0515.hand held GPS observations or other comparable positioning techniques
 FG0515.and have an estimated accuracy of +/- 3 meters.
 FG0515
 FG0515.The orthometric height was determined by differential leveling and
 FG0515.adjusted by the NATIONAL GEODETIC SURVEY
 FG0515.in June 1991.
 FG0515
 FG0515.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0515.GEOID18 height accuracy estimate available here.
 FG0515
 FG0515.Click photographs - Photos may exist for this station.
 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     -   158,130.9     320,174.9     MT  (+/- 3 meters HH1 GPS) 
 FG0515
 FG0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV1060656831(NAD 83)
 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
 FG0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0515.See file dsdata.pdf to determine how the superseded data were derived.
 FG0515
 FG0515_MARKER: DB = BENCH MARK DISK
 FG0515_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0515_STAMPING: H 147 1935
 FG0515_MARK LOGO: CGS
 FG0515_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH0847 ***********************************************************************
 EH0847  DESIGNATION -  H 15
 EH0847  PID         -  EH0847
 EH0847  STATE/COUNTY-  AR/LEE
 EH0847  COUNTRY     -  US
 EH0847  USGS QUAD   -  MORO (2017)
 EH0847
 EH0847                         *CURRENT SURVEY CONTROL
 EH0847  ______________________________________________________________________
 EH0847* NAD 83(1986) POSITION- 34 47 44.     (N) 090 59 27.     (W)   SCALED
 EH0847* NAVD 88 ORTHO HEIGHT -    61.633 (meters)      202.21  (feet) ADJUSTED
 EH0847  ______________________________________________________________________
 EH0847  GEOID HEIGHT    -        -26.729 (meters)                     GEOID18
 EH0847  DYNAMIC HEIGHT  -         61.577 (meters)      202.02  (feet) COMP
 EH0847  MODELED GRAVITY -    979,719.7   (mgal)                       NAVD 88
 EH0847
 EH0847  VERT ORDER      -  FIRST     CLASS II
 EH0847
 EH0847.The horizontal coordinates were scaled from a map and have
 EH0847.an estimated accuracy of +/- 6 seconds.
 EH0847
 EH0847.The orthometric height was determined by differential leveling and
 EH0847.adjusted by the NATIONAL GEODETIC SURVEY
 EH0847.in June 1991.
 EH0847
 EH0847.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0847.GEOID18 height accuracy estimate available here.
 EH0847
 EH0847.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU838522(NAD 83)
 EH0847
 EH0847                          SUPERSEDED SURVEY CONTROL
 EH0847
 EH0847  NGVD 29 (11/26/84)   61.642  (m)          202.24   (f) ADJUSTED    1 2
 EH0847
 EH0847.Superseded values are not recommended for survey control.
 EH0847
 EH0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0847.See file dsdata.pdf to determine how the superseded data were derived.
 EH0847
 EH0847_MARKER: DB = BENCH MARK DISK
 EH0847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0847_STAMPING: 202.109 H 15 1932
 EH0847_MARK LOGO: CGS
 EH0847_PROJECTION: PROJECTING 8 CENTIMETERS
 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'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 = MARCH 20, 2026 22:17:28 EDT
 EJ0601 ***********************************************************************
 EJ0601  DESIGNATION -  H 15 1
 EJ0601  PID         -  EJ0601
 EJ0601  STATE/COUNTY-  AR/JEFFERSON
 EJ0601  COUNTRY     -  US
 EJ0601  USGS QUAD   -  WRIGHT (2017)
 EJ0601
 EJ0601                         *CURRENT SURVEY CONTROL
 EJ0601  ______________________________________________________________________
 EJ0601* NAD 83(1986) POSITION- 34 25 27.     (N) 092 04 21.     (W)   SCALED
 EJ0601* NAVD 88 ORTHO HEIGHT -    67.982 (meters)      223.04  (feet) ADJUSTED
 EJ0601  ______________________________________________________________________
 EJ0601  GEOID HEIGHT    -        -26.122 (meters)                     GEOID18
 EJ0601  DYNAMIC HEIGHT  -         67.918 (meters)      222.83  (feet) COMP
 EJ0601  MODELED GRAVITY -    979,687.3   (mgal)                       NAVD 88
 EJ0601
 EJ0601  VERT ORDER      -  SECOND    CLASS 0
 EJ0601
 EJ0601.The horizontal coordinates were scaled from a map and have
 EJ0601.an estimated accuracy of +/- 6 seconds.
 EJ0601
 EJ0601.The orthometric height was determined by differential leveling and
 EJ0601.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0601.in June 1991.
 EJ0601
 EJ0601.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0601.GEOID18 height accuracy estimate available here.
 EJ0601
 EJ0601.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU852095(NAD 83)
 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
 EJ0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0601.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0601
 EJ0601_MARKER: P = PIPE CAP
 EJ0601_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EJ0601_STAMPING: H-15-1
 EJ0601_MARK LOGO: USACE
 EJ0601_PROJECTION: PROJECTING 38 CENTIMETERS
 EJ0601_MAGNETIC: P = MARKER IS A STEEL PIPE
 EJ0601_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0601
 EJ0601  HISTORY     - Date     Condition        Report By
 EJ0601  HISTORY     - UNK      MONUMENTED       USACE
 EJ0601  HISTORY     - 1940     GOOD             CGS
 EJ0601  HISTORY     - 20020606 MARK NOT FOUND   USACE
 EJ0601
 EJ0601                          STATION DESCRIPTION
 EJ0601
 EJ0601'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG0637 ***********************************************************************
 FG0637  DESIGNATION -  H 150
 FG0637  PID         -  FG0637
 FG0637  STATE/COUNTY-  AR/VAN BUREN
 FG0637  COUNTRY     -  US
 FG0637  USGS QUAD   -  BOTKINBURG (2017)
 FG0637
 FG0637                         *CURRENT SURVEY CONTROL
 FG0637  ______________________________________________________________________
 FG0637* NAD 83(1986) POSITION- 35 43 14.     (N) 092 35 34.     (W)   SCALED
 FG0637* NAVD 88 ORTHO HEIGHT -   403.010 (meters)     1322.21  (feet) ADJUSTED
 FG0637  ______________________________________________________________________
 FG0637  GEOID HEIGHT    -        -27.931 (meters)                     GEOID18
 FG0637  DYNAMIC HEIGHT  -        402.627 (meters)     1320.95  (feet) COMP
 FG0637  MODELED GRAVITY -    979,672.8   (mgal)                       NAVD 88
 FG0637
 FG0637  VERT ORDER      -  SECOND    CLASS 0
 FG0637
 FG0637.The horizontal coordinates were scaled from a map and have
 FG0637.an estimated accuracy of +/- 6 seconds.
 FG0637
 FG0637.The orthometric height was determined by differential leveling and
 FG0637.adjusted by the NATIONAL GEODETIC SURVEY
 FG0637.in June 1991.
 FG0637
 FG0637.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0637.GEOID18 height accuracy estimate available here.
 FG0637
 FG0637.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV368530(NAD 83)
 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
 FG0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0637.See file dsdata.pdf to determine how the superseded data were derived.
 FG0637
 FG0637_MARKER: DB = BENCH MARK DISK
 FG0637_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0637_STAMPING: H 150 1935
 FG0637_MARK LOGO: CGS
 FG0637_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1224 ***********************************************************************
 EJ1224  DESIGNATION -  H 151
 EJ1224  PID         -  EJ1224
 EJ1224  STATE/COUNTY-  AR/CLARK
 EJ1224  COUNTRY     -  US
 EJ1224  USGS QUAD   -  HOLLYWOOD (2017)
 EJ1224
 EJ1224                         *CURRENT SURVEY CONTROL
 EJ1224  ______________________________________________________________________
 EJ1224* NAD 83(1986) POSITION- 34 04 02.01   (N) 093 14 29.10   (W)   HD_HELD1
 EJ1224* NAVD 88 ORTHO HEIGHT -    65.138 (meters)      213.71  (feet) ADJUSTED
 EJ1224  ______________________________________________________________________
 EJ1224  GEOID HEIGHT    -        -26.962 (meters)                     GEOID18
 EJ1224  DYNAMIC HEIGHT  -         65.073 (meters)      213.49  (feet) COMP
 EJ1224  MODELED GRAVITY -    979,636.7   (mgal)                       NAVD 88
 EJ1224
 EJ1224  VERT ORDER      -  SECOND    CLASS 0
 EJ1224
 EJ1224.The horizontal coordinates were determined by differentially corrected
 EJ1224.hand held GPS observations or other comparable positioning techniques
 EJ1224.and have an estimated accuracy of +/- 3 meters.
 EJ1224
 EJ1224.The orthometric height was determined by differential leveling and
 EJ1224.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1224.in June 1991.
 EJ1224
 EJ1224.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1224.GEOID18 height accuracy estimate available here.
 EJ1224
 EJ1224.Click photographs - Photos may exist for this station.
 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     -   556,033.8     285,414.5     MT  (+/- 3 meters HH1 GPS) 
 EJ1224
 EJ1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT7772369636(NAD 83)
 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
 EJ1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1224.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1224
 EJ1224_MARKER: DB = BENCH MARK DISK
 EJ1224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1224_STAMPING: H 151 1935
 EJ1224_MARK LOGO: CGS
 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             CGS
 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 COAST AND GEODETIC SURVEY 1964
 EJ1224'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0560 ***********************************************************************
 GF0560  DESIGNATION -  H 157
 GF0560  PID         -  GF0560
 GF0560  STATE/COUNTY-  AR/CARROLL
 GF0560  COUNTRY     -  US
 GF0560  USGS QUAD   -  BERRYVILLE (2017)
 GF0560
 GF0560                         *CURRENT SURVEY CONTROL
 GF0560  ______________________________________________________________________
 GF0560* NAD 83(1986) POSITION- 36 15 02.     (N) 093 34 38.     (W)   SCALED
 GF0560* NAVD 88 ORTHO HEIGHT -   375.782 (meters)     1232.88  (feet) ADJUSTED
 GF0560  ______________________________________________________________________
 GF0560  GEOID HEIGHT    -        -28.128 (meters)                     GEOID18
 GF0560  DYNAMIC HEIGHT  -        375.444 (meters)     1231.77  (feet) COMP
 GF0560  MODELED GRAVITY -    979,722.8   (mgal)                       NAVD 88
 GF0560
 GF0560  VERT ORDER      -  SECOND    CLASS 0
 GF0560
 GF0560.The horizontal coordinates were scaled from a map and have
 GF0560.an estimated accuracy of +/- 6 seconds.
 GF0560
 GF0560.The orthometric height was determined by differential leveling and
 GF0560.adjusted by the NATIONAL GEODETIC SURVEY
 GF0560.in June 1991.
 GF0560
 GF0560.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0560.GEOID18 height accuracy estimate available here.
 GF0560
 GF0560.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA481118(NAD 83)
 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
 GF0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0560.See file dsdata.pdf to determine how the superseded data were derived.
 GF0560
 GF0560_MARKER: DB = BENCH MARK DISK
 GF0560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0560_STAMPING: H 157 1935
 GF0560_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0438 ***********************************************************************
 GF0438  DESIGNATION -  H 158
 GF0438  PID         -  GF0438
 GF0438  STATE/COUNTY-  AR/CARROLL
 GF0438  COUNTRY     -  US
 GF0438  USGS QUAD   -  OSAGE NE (2017)
 GF0438
 GF0438                         *CURRENT SURVEY CONTROL
 GF0438  ______________________________________________________________________
 GF0438* NAD 83(1986) POSITION- 36 09 37.     (N) 093 20 29.     (W)   SCALED
 GF0438* NAVD 88 ORTHO HEIGHT -   438.034 (meters)     1437.12  (feet) ADJUSTED
 GF0438  ______________________________________________________________________
 GF0438  GEOID HEIGHT    -        -28.008 (meters)                     GEOID18
 GF0438  DYNAMIC HEIGHT  -        437.633 (meters)     1435.80  (feet) COMP
 GF0438  MODELED GRAVITY -    979,703.5   (mgal)                       NAVD 88
 GF0438
 GF0438  VERT ORDER      -  SECOND    CLASS 0
 GF0438
 GF0438.The horizontal coordinates were scaled from a map and have
 GF0438.an estimated accuracy of +/- 6 seconds.
 GF0438
 GF0438.The orthometric height was determined by differential leveling and
 GF0438.adjusted by the NATIONAL GEODETIC SURVEY
 GF0438.in June 1991.
 GF0438
 GF0438.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0438.GEOID18 height accuracy estimate available here.
 GF0438
 GF0438.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA692017(NAD 83)
 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
 GF0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0438.See file dsdata.pdf to determine how the superseded data were derived.
 GF0438
 GF0438_MARKER: DB = BENCH MARK DISK
 GF0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0438_STAMPING: H 158 1935
 GF0438_MARK LOGO: CGS
 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             CGS
 GF0438
 GF0438                          STATION DESCRIPTION
 GF0438
 GF0438'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0980 ***********************************************************************
 EJ0980  DESIGNATION -  H 159
 EJ0980  PID         -  EJ0980
 EJ0980  STATE/COUNTY-  AR/YELL
 EJ0980  COUNTRY     -  US
 EJ0980  USGS QUAD   -  ONYX (2017)
 EJ0980
 EJ0980                         *CURRENT SURVEY CONTROL
 EJ0980  ______________________________________________________________________
 EJ0980* NAD 83(1986) POSITION- 34 49 38.     (N) 093 25 09.     (W)   SCALED
 EJ0980* NAVD 88 ORTHO HEIGHT -   236.071 (meters)      774.51  (feet) ADJUSTED
 EJ0980  ______________________________________________________________________
 EJ0980  GEOID HEIGHT    -        -29.060 (meters)                     GEOID18
 EJ0980  DYNAMIC HEIGHT  -        235.831 (meters)      773.72  (feet) COMP
 EJ0980  MODELED GRAVITY -    979,615.7   (mgal)                       NAVD 88
 EJ0980
 EJ0980  VERT ORDER      -  SECOND    CLASS 0
 EJ0980
 EJ0980.The horizontal coordinates were scaled from a map and have
 EJ0980.an estimated accuracy of +/- 6 seconds.
 EJ0980
 EJ0980.The orthometric height was determined by differential leveling and
 EJ0980.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0980.in June 1991.
 EJ0980
 EJ0980.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0980.GEOID18 height accuracy estimate available here.
 EJ0980
 EJ0980.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU616539(NAD 83)
 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
 EJ0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0980.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0980
 EJ0980_MARKER: DB = BENCH MARK DISK
 EJ0980_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 EJ0980_SP_SET: BOX CULVERT HEADWALL
 EJ0980_STAMPING: H 159 1935
 EJ0980_MARK LOGO: CGS
 EJ0980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0980+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0981 ***********************************************************************
 EJ0981  DESIGNATION -  H 159 RESET
 EJ0981  PID         -  EJ0981
 EJ0981  STATE/COUNTY-  AR/YELL
 EJ0981  COUNTRY     -  US
 EJ0981  USGS QUAD   -  ONYX (2017)
 EJ0981
 EJ0981                         *CURRENT SURVEY CONTROL
 EJ0981  ______________________________________________________________________
 EJ0981* NAD 83(1986) POSITION- 34 49 38.     (N) 093 25 08.     (W)   SCALED
 EJ0981* NAVD 88 ORTHO HEIGHT -   235.20  (meters)      771.7   (feet) RESET
 EJ0981  ______________________________________________________________________
 EJ0981  GEOID HEIGHT    -        -29.060 (meters)                     GEOID18
 EJ0981  VERT ORDER      -  THIRD
 EJ0981
 EJ0981.The horizontal coordinates were scaled from a map and have
 EJ0981.an estimated accuracy of +/- 6 seconds.
 EJ0981
 EJ0981.The orthometric height was computed from unverified reset data.
 EJ0981
 EJ0981.No vertical observational check was made to the station.
 EJ0981
 EJ0981.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0981.GEOID18 height accuracy estimate available here.
 EJ0981
 EJ0981.Click photographs - Photos may exist for this station.
 EJ0981
 EJ0981;                    North         East    Units  Estimated Accuracy
 EJ0981;SPC AR N     -    55,730.      270,200.      MT  (+/- 180 meters Scaled)
 EJ0981
 EJ0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU616539(NAD 83)
 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
 EJ0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0981.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0981
 EJ0981_MARKER: DB = BENCH MARK DISK
 EJ0981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0981_STAMPING: H 159 RESET 1960
 EJ0981_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1195 ***********************************************************************
 FF1195  DESIGNATION -  H 16
 FF1195  PID         -  FF1195
 FF1195  STATE/COUNTY-  AR/JACKSON
 FF1195  COUNTRY     -  US
 FF1195  USGS QUAD   -  BEEDEVILLE (2017)
 FF1195
 FF1195                         *CURRENT SURVEY CONTROL
 FF1195  ______________________________________________________________________
 FF1195* NAD 83(1986) POSITION- 35 24 25.     (N) 091 05 26.     (W)   SCALED
 FF1195* NAVD 88 ORTHO HEIGHT -    67.561 (meters)      221.66  (feet) ADJUSTED
 FF1195  ______________________________________________________________________
 FF1195  GEOID HEIGHT    -        -27.417 (meters)                     GEOID18
 FF1195  DYNAMIC HEIGHT  -         67.501 (meters)      221.46  (feet) COMP
 FF1195  MODELED GRAVITY -    979,748.8   (mgal)                       NAVD 88
 FF1195
 FF1195  VERT ORDER      -  SECOND    CLASS 0
 FF1195
 FF1195.The horizontal coordinates were scaled from a map and have
 FF1195.an estimated accuracy of +/- 6 seconds.
 FF1195
 FF1195.The orthometric height was determined by differential leveling and
 FF1195.adjusted by the NATIONAL GEODETIC SURVEY
 FF1195.in June 1991.
 FF1195
 FF1195.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1195.GEOID18 height accuracy estimate available here.
 FF1195
 FF1195.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV733198(NAD 83)
 FF1195
 FF1195                          SUPERSEDED SURVEY CONTROL
 FF1195
 FF1195  NGVD 29 (11/26/84)   67.512  (m)          221.50   (f) ADJUSTED    2 0
 FF1195
 FF1195.Superseded values are not recommended for survey control.
 FF1195
 FF1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1195.See file dsdata.pdf to determine how the superseded data were derived.
 FF1195
 FF1195_MARKER: DB = BENCH MARK DISK
 FF1195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1195_STAMPING: 221.456 H 16 1932
 FF1195_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0803 ***********************************************************************
 EJ0803  DESIGNATION -  H 161
 EJ0803  PID         -  EJ0803
 EJ0803  STATE/COUNTY-  AR/SALINE
 EJ0803  COUNTRY     -  US
 EJ0803  USGS QUAD   -  PARON (2017)
 EJ0803
 EJ0803                         *CURRENT SURVEY CONTROL
 EJ0803  ______________________________________________________________________
 EJ0803* NAD 83(1986) POSITION- 34 45 56.     (N) 092 50 56.     (W)   SCALED
 EJ0803* NAVD 88 ORTHO HEIGHT -   207.205 (meters)      679.81  (feet) ADJUSTED
 EJ0803  ______________________________________________________________________
 EJ0803  GEOID HEIGHT    -        -27.563 (meters)                     GEOID18
 EJ0803  DYNAMIC HEIGHT  -        207.003 (meters)      679.14  (feet) COMP
 EJ0803  MODELED GRAVITY -    979,654.2   (mgal)                       NAVD 88
 EJ0803
 EJ0803  VERT ORDER      -  SECOND    CLASS 0
 EJ0803
 EJ0803.The horizontal coordinates were scaled from a map and have
 EJ0803.an estimated accuracy of +/- 6 seconds.
 EJ0803
 EJ0803.The orthometric height was determined by differential leveling and
 EJ0803.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0803.in June 1991.
 EJ0803
 EJ0803.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0803.GEOID18 height accuracy estimate available here.
 EJ0803
 EJ0803.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU138470(NAD 83)
 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
 EJ0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0803.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0803
 EJ0803_MARKER: DB = BENCH MARK DISK
 EJ0803_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0803_STAMPING: H 161 1935
 EJ0803_MARK LOGO: CGS
 EJ0803_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1093 ***********************************************************************
 EJ1093  DESIGNATION -  H 163
 EJ1093  PID         -  EJ1093
 EJ1093  STATE/COUNTY-  AR/GARLAND
 EJ1093  COUNTRY     -  US
 EJ1093  USGS QUAD   -  CRYSTAL SPRINGS (2017)
 EJ1093
 EJ1093                         *CURRENT SURVEY CONTROL
 EJ1093  ______________________________________________________________________
 EJ1093* NAD 83(1986) POSITION- 34 34 50.     (N) 093 20 26.     (W)   SCALED
 EJ1093* NAVD 88 ORTHO HEIGHT -   178.789 (meters)      586.58  (feet) ADJUSTED
 EJ1093  ______________________________________________________________________
 EJ1093  GEOID HEIGHT    -        -28.052 (meters)                     GEOID18
 EJ1093  DYNAMIC HEIGHT  -        178.611 (meters)      585.99  (feet) COMP
 EJ1093  MODELED GRAVITY -    979,637.9   (mgal)                       NAVD 88
 EJ1093
 EJ1093  VERT ORDER      -  SECOND    CLASS 0
 EJ1093
 EJ1093.The horizontal coordinates were scaled from a map and have
 EJ1093.an estimated accuracy of +/- 6 seconds.
 EJ1093
 EJ1093.The orthometric height was determined by differential leveling and
 EJ1093.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1093.in June 1991.
 EJ1093
 EJ1093.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1093.GEOID18 height accuracy estimate available here.
 EJ1093
 EJ1093.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU687265(NAD 83)
 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
 EJ1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1093.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1093
 EJ1093_MARKER: DB = BENCH MARK DISK
 EJ1093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1093_STAMPING: H 163 1935
 EJ1093_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0070 ***********************************************************************
 FG0070  DESIGNATION -  H 164
 FG0070  PID         -  FG0070
 FG0070  STATE/COUNTY-  AR/STONE
 FG0070  COUNTRY     -  US
 FG0070  USGS QUAD   -  OLD LEXINGTON (2017)
 FG0070
 FG0070                         *CURRENT SURVEY CONTROL
 FG0070  ______________________________________________________________________
 FG0070* NAD 83(1986) POSITION- 35 44 59.     (N) 092 23 29.     (W)   SCALED
 FG0070* NAVD 88 ORTHO HEIGHT -   216.850 (meters)      711.45  (feet) ADJUSTED
 FG0070  ______________________________________________________________________
 FG0070  GEOID HEIGHT    -        -27.807 (meters)                     GEOID18
 FG0070  DYNAMIC HEIGHT  -        216.647 (meters)      710.78  (feet) COMP
 FG0070  MODELED GRAVITY -    979,690.6   (mgal)                       NAVD 88
 FG0070
 FG0070  VERT ORDER      -  SECOND    CLASS 0
 FG0070
 FG0070.The horizontal coordinates were scaled from a map and have
 FG0070.an estimated accuracy of +/- 6 seconds.
 FG0070
 FG0070.The orthometric height was determined by differential leveling and
 FG0070.adjusted by the NATIONAL GEODETIC SURVEY
 FG0070.in June 1991.
 FG0070
 FG0070.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0070.GEOID18 height accuracy estimate available here.
 FG0070
 FG0070.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV550563(NAD 83)
 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
 FG0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0070.See file dsdata.pdf to determine how the superseded data were derived.
 FG0070
 FG0070_MARKER: DB = BENCH MARK DISK
 FG0070_SETTING: 80 = SET IN A BOULDER
 FG0070_STAMPING: H 164 1935
 FG0070_MARK LOGO: CGS
 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  HISTORY     - 20150421 MARK NOT FOUND   ARHD
 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.
 FG0070
 FG0070                          STATION RECOVERY (2015)
 FG0070
 FG0070'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 FG0070'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1630 ***********************************************************************
 FF1630  DESIGNATION -  H 165
 FF1630  PID         -  FF1630
 FF1630  STATE/COUNTY-  AR/INDEPENDENCE
 FF1630  COUNTRY     -  US
 FF1630  USGS QUAD   -  SULPHUR ROCK (2017)
 FF1630
 FF1630                         *CURRENT SURVEY CONTROL
 FF1630  ______________________________________________________________________
 FF1630* NAD 83(1986) POSITION- 35 48 00.     (N) 091 36 56.     (W)   SCALED
 FF1630* NAVD 88 ORTHO HEIGHT -    97.434 (meters)      319.66  (feet) ADJUSTED
 FF1630  ______________________________________________________________________
 FF1630  GEOID HEIGHT    -        -27.642 (meters)                     GEOID18
 FF1630  DYNAMIC HEIGHT  -         97.350 (meters)      319.39  (feet) COMP
 FF1630  MODELED GRAVITY -    979,773.0   (mgal)                       NAVD 88
 FF1630
 FF1630  VERT ORDER      -  SECOND    CLASS 0
 FF1630
 FF1630.The horizontal coordinates were scaled from a map and have
 FF1630.an estimated accuracy of +/- 6 seconds.
 FF1630
 FF1630.The orthometric height was determined by differential leveling and
 FF1630.adjusted by the NATIONAL GEODETIC SURVEY
 FF1630.in June 1991.
 FF1630
 FF1630.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1630.GEOID18 height accuracy estimate available here.
 FF1630
 FF1630.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV250626(NAD 83)
 FF1630
 FF1630                          SUPERSEDED SURVEY CONTROL
 FF1630
 FF1630  NGVD 29 (11/26/84)   97.363  (m)          319.43   (f) ADJUSTED    2 0
 FF1630
 FF1630.Superseded values are not recommended for survey control.
 FF1630
 FF1630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1630.See file dsdata.pdf to determine how the superseded data were derived.
 FF1630
 FF1630_MARKER: DB = BENCH MARK DISK
 FF1630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1630_STAMPING: H 165 1955
 FF1630_MARK LOGO: CGS
 FF1630_PROJECTION: PROJECTING 21 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0606 ***********************************************************************
 GE0606  DESIGNATION -  H 166
 GE0606  PID         -  GE0606
 GE0606  STATE/COUNTY-  AR/SHARP
 GE0606  COUNTRY     -  US
 GE0606  USGS QUAD   -  STUART (2017)
 GE0606
 GE0606                         *CURRENT SURVEY CONTROL
 GE0606  ______________________________________________________________________
 GE0606* NAD 83(1986) POSITION- 36 16 20.64   (N) 091 30 31.44   (W)   HD_HELD1
 GE0606* NAVD 88 ORTHO HEIGHT -   209.664 (meters)      687.87  (feet) ADJUSTED
 GE0606  ______________________________________________________________________
 GE0606  GEOID HEIGHT    -        -28.337 (meters)                     GEOID18
 GE0606  DYNAMIC HEIGHT  -        209.486 (meters)      687.29  (feet) COMP
 GE0606  MODELED GRAVITY -    979,782.2   (mgal)                       NAVD 88
 GE0606
 GE0606  VERT ORDER      -  SECOND    CLASS 0
 GE0606
 GE0606.The horizontal coordinates were determined by differentially corrected
 GE0606.hand held GPS observations or other comparable positioning techniques
 GE0606.and have an estimated accuracy of +/- 3 meters.
 GE0606
 GE0606.The orthometric height was determined by differential leveling and
 GE0606.adjusted by the NATIONAL GEODETIC SURVEY
 GE0606.in June 1991.
 GE0606
 GE0606.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0606.GEOID18 height accuracy estimate available here.
 GE0606
 GE0606.Click photographs - Photos may exist for this station.
 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     -   215,241.1     444,141.8     MT  (+/- 3 meters HH1 GPS) 
 GE0606
 GE0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA3394515193(NAD 83)
 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
 GE0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0606.See file dsdata.pdf to determine how the superseded data were derived.
 GE0606
 GE0606_MARKER: DB = BENCH MARK DISK
 GE0606_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GE0606_SP_SET: CULVERT HEADWALL
 GE0606_STAMPING: H 166 1955
 GE0606_MARK LOGO: CGS
 GE0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0606+STABILITY: SURFACE MOTION
 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 DEPARTMENT OF TRANSPORTATION 2003 (DFC)
 GE0606'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GE0596 ***********************************************************************
 GE0596  DESIGNATION -  H 167
 GE0596  PID         -  GE0596
 GE0596  STATE/COUNTY-  AR/FULTON
 GE0596  COUNTRY     -  US
 GE0596  USGS QUAD   -  AGNOS (2017)
 GE0596
 GE0596                         *CURRENT SURVEY CONTROL
 GE0596  ______________________________________________________________________
 GE0596* NAD 83(1986) POSITION- 36 15 28.15   (N) 091 37 36.79   (W)   HD_HELD1
 GE0596* NAVD 88 ORTHO HEIGHT -   214.988 (meters)      705.34  (feet) ADJUSTED
 GE0596  ______________________________________________________________________
 GE0596  GEOID HEIGHT    -        -28.223 (meters)                     GEOID18
 GE0596  DYNAMIC HEIGHT  -        214.807 (meters)      704.75  (feet) COMP
 GE0596  MODELED GRAVITY -    979,784.3   (mgal)                       NAVD 88
 GE0596
 GE0596  VERT ORDER      -  SECOND    CLASS I
 GE0596
 GE0596.The horizontal coordinates were determined by differentially corrected
 GE0596.hand held GPS observations or other comparable positioning techniques
 GE0596.and have an estimated accuracy of +/- 3 meters.
 GE0596
 GE0596.The orthometric height was determined by differential leveling and
 GE0596.adjusted by the NATIONAL GEODETIC SURVEY
 GE0596.in January 2022.
 GE0596
 GE0596.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0596.GEOID18 height accuracy estimate available here.
 GE0596
 GE0596.Click photographs - Photos may exist for this station.
 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     -   213,576.6     433,531.6     MT  (+/- 3 meters HH1 GPS) 
 GE0596
 GE0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA2335413419(NAD 83)
 GE0596
 GE0596                          SUPERSEDED SURVEY CONTROL
 GE0596
 GE0596  NAVD 88 (06/15/91)  215.001  (m)          705.38   (f) SUPERSEDED  2 0
 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
 GE0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0596.See file dsdata.pdf to determine how the superseded data were derived.
 GE0596
 GE0596_MARKER: DB = BENCH MARK DISK
 GE0596_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GE0596_SP_SET: CULVERT HEADWALL
 GE0596_STAMPING: H 167 1955
 GE0596_MARK LOGO: CGS
 GE0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0596+STABILITY: SURFACE MOTION
 GE0596
 GE0596  HISTORY     - Date     Condition        Report By
 GE0596  HISTORY     - 1955     MONUMENTED       CGS
 GE0596  HISTORY     - 20210901 GOOD             ARHD
 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.
 GE0596
 GE0596                          STATION RECOVERY (2021)
 GE0596
 GE0596'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2021 (JDH)
 GE0596'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1191 ***********************************************************************
 EH1191  DESIGNATION -  H 168
 EH1191  PID         -  EH1191
 EH1191  STATE/COUNTY-  AR/MONROE
 EH1191  COUNTRY     -  US
 EH1191  USGS QUAD   -  ULM (2017)
 EH1191
 EH1191                         *CURRENT SURVEY CONTROL
 EH1191  ______________________________________________________________________
 EH1191* NAD 83(1986) POSITION- 34 36 59.8    (N) 091 24 21.7    (W)   HD_HELD2
 EH1191* NAVD 88 ORTHO HEIGHT -    60.203 (meters)      197.52  (feet) ADJUSTED
 EH1191  ______________________________________________________________________
 EH1191  GEOID HEIGHT    -        -26.769 (meters)                     GEOID18
 EH1191  DYNAMIC HEIGHT  -         60.146 (meters)      197.33  (feet) COMP
 EH1191  MODELED GRAVITY -    979,684.5   (mgal)                       NAVD 88
 EH1191
 EH1191  VERT ORDER      -  FIRST     CLASS II
 EH1191
 EH1191.The horizontal coordinates were established by autonomous hand held GPS
 EH1191.observations and have an estimated accuracy of +/- 10 meters.
 EH1191
 EH1191.The orthometric height was determined by differential leveling and
 EH1191.adjusted by the NATIONAL GEODETIC SURVEY
 EH1191.in June 1991.
 EH1191
 EH1191.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1191.GEOID18 height accuracy estimate available here.
 EH1191
 EH1191.Click photographs - Photos may exist for this station.
 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     -   616,436.      454,472.      MT  (+/- 10 meters HH2 GPS)
 EH1191
 EH1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU4613431682(NAD 83)
 EH1191
 EH1191                          SUPERSEDED SURVEY CONTROL
 EH1191
 EH1191  NGVD 29 (11/26/84)   60.228  (m)          197.60   (f) ADJUSTED    1 2
 EH1191
 EH1191.Superseded values are not recommended for survey control.
 EH1191
 EH1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1191.See file dsdata.pdf to determine how the superseded data were derived.
 EH1191
 EH1191_MARKER: DB = BENCH MARK DISK
 EH1191_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EH1191_SP_SET: CULVERT HEADWALL
 EH1191_STAMPING: H 168 1955
 EH1191_MARK LOGO: CGS
 EH1191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1191+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1166 ***********************************************************************
 EH1166  DESIGNATION -  H 169
 EH1166  PID         -  EH1166
 EH1166  STATE/COUNTY-  AR/ST FRANCIS
 EH1166  COUNTRY     -  US
 EH1166  USGS QUAD   -  WHEATLEY (2017)
 EH1166
 EH1166                         *CURRENT SURVEY CONTROL
 EH1166  ______________________________________________________________________
 EH1166* NAD 83(1986) POSITION- 34 55 26.0    (N) 091 04 11.4    (W)   HD_HELD2
 EH1166* NAVD 88 ORTHO HEIGHT -    62.821 (meters)      206.11  (feet) ADJUSTED
 EH1166  ______________________________________________________________________
 EH1166  GEOID HEIGHT    -        -26.847 (meters)                     GEOID18
 EH1166  DYNAMIC HEIGHT  -         62.763 (meters)      205.91  (feet) COMP
 EH1166  MODELED GRAVITY -    979,721.6   (mgal)                       NAVD 88
 EH1166
 EH1166  VERT ORDER      -  FIRST     CLASS II
 EH1166
 EH1166.The horizontal coordinates were established by autonomous hand held GPS
 EH1166.observations and have an estimated accuracy of +/- 10 meters.
 EH1166
 EH1166.The orthometric height was determined by differential leveling and
 EH1166.adjusted by the NATIONAL GEODETIC SURVEY
 EH1166.in June 1991.
 EH1166
 EH1166.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1166.GEOID18 height accuracy estimate available here.
 EH1166
 EH1166.Click photographs - Photos may exist for this station.
 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     -    65,919.      484,991.      MT  (+/- 10 meters HH2 GPS)
 EH1166
 EH1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU7630566303(NAD 83)
 EH1166
 EH1166                          SUPERSEDED SURVEY CONTROL
 EH1166
 EH1166  NGVD 29 (11/26/84)   62.823  (m)          206.11   (f) ADJUSTED    1 2
 EH1166
 EH1166.Superseded values are not recommended for survey control.
 EH1166
 EH1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1166.See file dsdata.pdf to determine how the superseded data were derived.
 EH1166
 EH1166_MARKER: DB = BENCH MARK DISK
 EH1166_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EH1166_SP_SET: CULVERT HEADWALL
 EH1166_STAMPING: H 169 1955
 EH1166_MARK LOGO: CGS
 EH1166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1166+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0536 ***********************************************************************
 GE0536  DESIGNATION -  H 17
 GE0536  PID         -  GE0536
 GE0536  STATE/COUNTY-  AR/IZARD
 GE0536  COUNTRY     -  US
 GE0536  USGS QUAD   -  OXFORD (2017)
 GE0536
 GE0536                         *CURRENT SURVEY CONTROL
 GE0536  ______________________________________________________________________
 GE0536* NAD 83(1986) POSITION- 36 11 17.     (N) 091 55 38.     (W)   SCALED
 GE0536* NAVD 88 ORTHO HEIGHT -   262.627 (meters)      861.64  (feet) ADJUSTED
 GE0536  ______________________________________________________________________
 GE0536  GEOID HEIGHT    -        -28.030 (meters)                     GEOID18
 GE0536  DYNAMIC HEIGHT  -        262.405 (meters)      860.91  (feet) COMP
 GE0536  MODELED GRAVITY -    979,780.3   (mgal)                       NAVD 88
 GE0536
 GE0536  VERT ORDER      -  SECOND    CLASS 0
 GE0536
 GE0536.The horizontal coordinates were scaled from a map and have
 GE0536.an estimated accuracy of +/- 6 seconds.
 GE0536
 GE0536.The orthometric height was determined by differential leveling and
 GE0536.adjusted by the NATIONAL GEODETIC SURVEY
 GE0536.in June 1991.
 GE0536
 GE0536.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0536.GEOID18 height accuracy estimate available here.
 GE0536
 GE0536.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA964053(NAD 83)
 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
 GE0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0536.See file dsdata.pdf to determine how the superseded data were derived.
 GE0536
 GE0536_MARKER: DB = BENCH MARK DISK
 GE0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0536_STAMPING: 861.278 H 17 1932
 GE0536_MARK LOGO: CGS
 GE0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0536+STABILITY: SURFACE MOTION
 GE0536_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE0536+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2012
 GE0536
 GE0536  HISTORY     - Date     Condition        Report By
 GE0536  HISTORY     - 1932     MONUMENTED       CGS
 GE0536  HISTORY     - 1935     GOOD             CGS
 GE0536  HISTORY     - 20051011 MARK NOT FOUND   ARHD
 GE0536  HISTORY     - 20060601 GOOD             ARHD
 GE0536  HISTORY     - 20120307 GOOD             JCLS
 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 COAST AND GEODETIC SURVEY 1935
 GE0536'RECOVERED IN GOOD CONDITION.
 GE0536
 GE0536                          STATION RECOVERY (2005)
 GE0536
 GE0536'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2005 (VJB)
 GE0536'MARK NOT FOUND.
 GE0536
 GE0536                          STATION RECOVERY (2006)
 GE0536
 GE0536'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2006 (DFC)
 GE0536'MARK RECORVERED IN GOOD CONDITION.
 GE0536
 GE0536                          STATION RECOVERY (2012)
 GE0536
 GE0536'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2012 (MRY)
 GE0536'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0623 ***********************************************************************
 FF0623  DESIGNATION -  H 170
 FF0623  PID         -  FF0623
 FF0623  STATE/COUNTY-  AR/ST FRANCIS
 FF0623  COUNTRY     -  US
 FF0623  USGS QUAD   -  MADISON (2017)
 FF0623
 FF0623                         *CURRENT SURVEY CONTROL
 FF0623  ______________________________________________________________________
 FF0623* NAD 83(1986) POSITION- 35 02 20.     (N) 090 39 15.     (W)   SCALED
 FF0623* NAVD 88 ORTHO HEIGHT -    60.508 (meters)      198.52  (feet) ADJUSTED
 FF0623  ______________________________________________________________________
 FF0623  GEOID HEIGHT    -        -26.974 (meters)                     GEOID18
 FF0623  DYNAMIC HEIGHT  -         60.454 (meters)      198.34  (feet) COMP
 FF0623  MODELED GRAVITY -    979,732.4   (mgal)                       NAVD 88
 FF0623
 FF0623  VERT ORDER      -  FIRST     CLASS II
 FF0623
 FF0623.The horizontal coordinates were scaled from a map and have
 FF0623.an estimated accuracy of +/- 6 seconds.
 FF0623
 FF0623.The orthometric height was determined by differential leveling and
 FF0623.adjusted by the NATIONAL GEODETIC SURVEY
 FF0623.in June 1991.
 FF0623
 FF0623.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0623.GEOID18 height accuracy estimate available here.
 FF0623
 FF0623.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU139798(NAD 83)
 FF0623
 FF0623                          SUPERSEDED SURVEY CONTROL
 FF0623
 FF0623  NGVD 29 (11/26/84)   60.491  (m)          198.46   (f) ADJUSTED    1 2
 FF0623
 FF0623.Superseded values are not recommended for survey control.
 FF0623
 FF0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0623.See file dsdata.pdf to determine how the superseded data were derived.
 FF0623
 FF0623_MARKER: DB = BENCH MARK DISK
 FF0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0623_STAMPING: H 170 1955
 FF0623_MARK LOGO: CGS
 FF0623_PROJECTION: PROJECTING 10 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH0813 ***********************************************************************
 EH0813  DESIGNATION -  H 171
 EH0813  PID         -  EH0813
 EH0813  STATE/COUNTY-  AR/PHILLIPS
 EH0813  COUNTRY     -  US
 EH0813  USGS QUAD   -  MARVELL (2017)
 EH0813
 EH0813                         *CURRENT SURVEY CONTROL
 EH0813  ______________________________________________________________________
 EH0813* NAD 83(1986) POSITION- 34 33 57.     (N) 090 59 19.     (W)   SCALED
 EH0813* NAVD 88 ORTHO HEIGHT -    55.788 (meters)      183.03  (feet) ADJUSTED
 EH0813  ______________________________________________________________________
 EH0813  GEOID HEIGHT    -        -26.851 (meters)                     GEOID18
 EH0813  DYNAMIC HEIGHT  -         55.735 (meters)      182.86  (feet) COMP
 EH0813  MODELED GRAVITY -    979,680.4   (mgal)                       NAVD 88
 EH0813
 EH0813  VERT ORDER      -  FIRST     CLASS II
 EH0813
 EH0813.The horizontal coordinates were scaled from a map and have
 EH0813.an estimated accuracy of +/- 6 seconds.
 EH0813
 EH0813.The orthometric height was determined by differential leveling and
 EH0813.adjusted by the NATIONAL GEODETIC SURVEY
 EH0813.in June 1991.
 EH0813
 EH0813.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0813.GEOID18 height accuracy estimate available here.
 EH0813
 EH0813.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU845267(NAD 83)
 EH0813
 EH0813                          SUPERSEDED SURVEY CONTROL
 EH0813
 EH0813  NGVD 29 (11/26/84)   55.818  (m)          183.13   (f) ADJUSTED    1 2
 EH0813
 EH0813.Superseded values are not recommended for survey control.
 EH0813
 EH0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0813.See file dsdata.pdf to determine how the superseded data were derived.
 EH0813
 EH0813_MARKER: DB = BENCH MARK DISK
 EH0813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0813_STAMPING: H 171 1956
 EH0813_MARK LOGO: CGS
 EH0813_PROJECTION: PROJECTING 5 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH0878 ***********************************************************************
 EH0878  DESIGNATION -  H 172
 EH0878  PID         -  EH0878
 EH0878  STATE/COUNTY-  AR/LEE
 EH0878  COUNTRY     -  US
 EH0878  USGS QUAD   -  RONDO (2017)
 EH0878
 EH0878                         *CURRENT SURVEY CONTROL
 EH0878  ______________________________________________________________________
 EH0878* NAD 83(1986) POSITION- 34 39 26.5    (N) 090 47 07.4    (W)   HD_HELD2
 EH0878* NAVD 88 ORTHO HEIGHT -    60.720 (meters)      199.21  (feet) ADJUSTED
 EH0878  ______________________________________________________________________
 EH0878  GEOID HEIGHT    -        -26.903 (meters)                     GEOID18
 EH0878  DYNAMIC HEIGHT  -         60.662 (meters)      199.02  (feet) COMP
 EH0878  MODELED GRAVITY -    979,687.2   (mgal)                       NAVD 88
 EH0878
 EH0878  VERT ORDER      -  FIRST     CLASS II
 EH0878
 EH0878.The horizontal coordinates were established by autonomous hand held GPS
 EH0878.observations and have an estimated accuracy of +/- 10 meters.
 EH0878
 EH0878.The orthometric height was determined by differential leveling and
 EH0878.adjusted by the NATIONAL GEODETIC SURVEY
 EH0878.in June 1991.
 EH0878
 EH0878.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0878.GEOID18 height accuracy estimate available here.
 EH0878
 EH0878.Click photographs - Photos may exist for this station.
 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     -   621,459.      511,335.      MT  (+/- 10 meters HH2 GPS)
 EH0878
 EH0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU0294337277(NAD 83)
 EH0878
 EH0878                          SUPERSEDED SURVEY CONTROL
 EH0878
 EH0878  NGVD 29 (11/26/84)   60.734  (m)          199.26   (f) ADJUSTED    1 2
 EH0878
 EH0878.Superseded values are not recommended for survey control.
 EH0878
 EH0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0878.See file dsdata.pdf to determine how the superseded data were derived.
 EH0878
 EH0878_MARKER: DB = BENCH MARK DISK
 EH0878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0878_STAMPING: H 172 1956
 EH0878_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 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  COUNTRY     -  US
 FF0192  USGS QUAD   -  CHATFIELD (2017)
 FF0192
 FF0192                         *CURRENT SURVEY CONTROL
 FF0192  ______________________________________________________________________
 FF0192* NAD 83(2011) POSITION- 35 05 08.78340(N) 090 29 19.87922(W)   ADJUSTED
 FF0192* NAD 83(2011) ELLIP HT-    33.661 (meters)        (06/27/12)   ADJUSTED
 FF0192* NAD 83(2011) EPOCH   -  2010.00
 FF0192* NAVD 88 ORTHO HEIGHT -    60.82  (meters)      199.5   (feet) GPS OBS
 FF0192  ______________________________________________________________________
 FF0192  NAVD 88 orthometric height was determined with geoid model    GEOID03
 FF0192  GEOID HEIGHT    -        -27.110 (meters)                     GEOID03
 FF0192  GEOID HEIGHT    -        -27.088 (meters)                     GEOID18
 FF0192  NAD 83(2011) X  -    -44,579.785 (meters)                     COMP
 FF0192  NAD 83(2011) Y  - -5,224,800.337 (meters)                     COMP
 FF0192  NAD 83(2011) Z  -  3,645,677.050 (meters)                     COMP
 FF0192  LAPLACE CORR    -         -0.90  (seconds)                    DEFLEC18
 FF0192
 FF0192  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FF0192  Standards:
 FF0192         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FF0192            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FF0192  -------------------------------------------------------------------
 FF0192  NETWORK    1.82   3.41           0.80   0.67   1.74     -0.21170392
 FF0192  -------------------------------------------------------------------
 FF0192  Click here for local accuracies and other accuracy information.
 FF0192
 FF0192.The horizontal coordinates were established by GPS observations
 FF0192.and adjusted by the National Geodetic Survey in June 2012.
 FF0192
 FF0192.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FF0192.been affixed to the stable North American tectonic plate. See 
 FF0192.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FF0192
 FF0192.The horizontal coordinates are valid at the epoch date displayed above
 FF0192.which is a decimal equivalence of Year/Month/Day.
 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.
 FF0192
 FF0192.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0192.GEOID18 height accuracy estimate available here.
 FF0192
 FF0192.Click photographs - Photos may exist for this station.
 FF0192
 FF0192.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF0192
 FF0192.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF0192
 FF0192.The ellipsoidal height was determined by GPS observations
 FF0192.and is referenced to NAD 83.
 FF0192
 FF0192. The following values were computed from the NAD 83(2011) position.
 FF0192
 FF0192;                    North         East     Units Scale Factor Converg.
 FF0192;SPC AR N     -    84,534.429   537,796.466   MT  0.99997353   +0 52 45.6
 FF0192;SPC AR N     -   277,343.37  1,764,420.57   sFT  0.99997353   +0 52 45.6
 FF0192;UTM  15      - 3,885,439.797   728,931.799   MT  1.00024596   +1 26 38.5
 FF0192
 FF0192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0192!SPC AR N     -   0.99999472  x   0.99997353  =   0.99996825
 FF0192!UTM  15      -   0.99999472  x   1.00024596  =   1.00024068
 FF0192
 FF0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU2893185439(NAD 83)
 FF0192
 FF0192                          SUPERSEDED SURVEY CONTROL
 FF0192
 FF0192  NAD 83(2007)-  35 05 08.78340(N)    090 29 19.88022(W) AD(2002.00) 0
 FF0192  ELLIP H (02/10/07)   33.677  (m)                       GP(2002.00)    
 FF0192  NAD 83(1997)-  35 05 08.78311(N)    090 29 19.87990(W) AD(       ) B
 FF0192  ELLIP H (04/05/04)   33.670  (m)                       GP(       ) 4 1
 FF0192  NAVD 88              60.72   (m)          199.2    (f) LEVELING    3  
 FF0192  NAVD 88 (06/15/91)   60.719  (m)          199.21   (f) ADJUSTED    1 2
 FF0192  NGVD 29 (11/26/84)   60.698  (m)          199.14   (f) ADJUSTED    1 2
 FF0192
 FF0192.Superseded values are not recommended for survey control.
 FF0192
 FF0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0192.See file dsdata.pdf to determine how the superseded data were derived.
 FF0192
 FF0192_MARKER: DB = BENCH MARK DISK
 FF0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0192_STAMPING: H 173 1956
 FF0192_MARK LOGO: CGS
 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 - August 21, 2007
 FF0192
 FF0192  HISTORY     - Date     Condition        Report By
 FF0192  HISTORY     - 1956     MONUMENTED       CGS
 FF0192  HISTORY     - 20020425 GOOD             USACE
 FF0192  HISTORY     - 20070821 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.
 FF0192
 FF0192                          STATION RECOVERY (2007)
 FF0192
 FF0192'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2007 (JMH)
 FF0192'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0114 ***********************************************************************
 FF0114  DESIGNATION -  H 174
 FF0114  PID         -  FF0114
 FF0114  STATE/COUNTY-  AR/POINSETT
 FF0114  COUNTRY     -  US
 FF0114  USGS QUAD   -  TYRONZA (2017)
 FF0114
 FF0114                         *CURRENT SURVEY CONTROL
 FF0114  ______________________________________________________________________
 FF0114* NAD 83(1986) POSITION- 35 27 52.     (N) 090 19 21.     (W)   SCALED
 FF0114* NAVD 88 ORTHO HEIGHT -    67.437 (meters)      221.25  (feet) ADJUSTED
 FF0114  ______________________________________________________________________
 FF0114  GEOID HEIGHT    -        -27.633 (meters)                     GEOID18
 FF0114  DYNAMIC HEIGHT  -         67.378 (meters)      221.06  (feet) COMP
 FF0114  MODELED GRAVITY -    979,753.7   (mgal)                       NAVD 88
 FF0114
 FF0114  VERT ORDER      -  FIRST     CLASS II
 FF0114
 FF0114.The horizontal coordinates were scaled from a map and have
 FF0114.an estimated accuracy of +/- 6 seconds.
 FF0114
 FF0114.The orthometric height was determined by differential leveling and
 FF0114.adjusted by the NATIONAL GEODETIC SURVEY
 FF0114.in June 1991.
 FF0114
 FF0114.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0114.GEOID18 height accuracy estimate available here.
 FF0114
 FF0114.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV429278(NAD 83)
 FF0114
 FF0114                          SUPERSEDED SURVEY CONTROL
 FF0114
 FF0114  NGVD 29 (11/26/84)   67.377  (m)          221.05   (f) ADJUSTED    1 2
 FF0114
 FF0114.Superseded values are not recommended for survey control.
 FF0114
 FF0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0114.See file dsdata.pdf to determine how the superseded data were derived.
 FF0114
 FF0114_MARKER: DB = BENCH MARK DISK
 FF0114_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FF0114_SP_SET: CULVERT HEADWALL
 FF0114_STAMPING: H 174 1956
 FF0114_MARK LOGO: CGS
 FF0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0114+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1750 ***********************************************************************
 FF1750  DESIGNATION -  H 174 RESET
 FF1750  PID         -  FF1750
 FF1750  STATE/COUNTY-  AR/POINSETT
 FF1750  COUNTRY     -  US
 FF1750  USGS QUAD   -  TYRONZA (2017)
 FF1750
 FF1750                         *CURRENT SURVEY CONTROL
 FF1750  ______________________________________________________________________
 FF1750* NAD 83(1986) POSITION- 35 27 52.     (N) 090 19 21.     (W)   SCALED
 FF1750* NAVD 88 ORTHO HEIGHT -    67.40  (meters)      221.1   (feet) RESET
 FF1750  ______________________________________________________________________
 FF1750  GEOID HEIGHT    -        -27.633 (meters)                     GEOID18
 FF1750  VERT ORDER      -  THIRD
 FF1750
 FF1750.The horizontal coordinates were scaled from a map and have
 FF1750.an estimated accuracy of +/- 6 seconds.
 FF1750
 FF1750.The orthometric height was computed from unverified reset data.
 FF1750
 FF1750.No vertical observational check was made to the station.
 FF1750
 FF1750.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1750.GEOID18 height accuracy estimate available here.
 FF1750
 FF1750.Click photographs - Photos may exist for this station.
 FF1750
 FF1750;                    North         East    Units  Estimated Accuracy
 FF1750;SPC AR N     -   126,780.      552,250.      MT  (+/- 180 meters Scaled)
 FF1750
 FF1750_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV429278(NAD 83)
 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
 FF1750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1750.See file dsdata.pdf to determine how the superseded data were derived.
 FF1750
 FF1750_MARKER: DV = VERTICAL CONTROL DISK
 FF1750_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FF1750_SP_SET: BOX CULVERT HEADWALL
 FF1750_STAMPING: H 174 RESET 1977
 FF1750_MARK LOGO: NGS
 FF1750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1750+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0521 ***********************************************************************
 FF0521  DESIGNATION -  H 175
 FF0521  PID         -  FF0521
 FF0521  STATE/COUNTY-  AR/ST FRANCIS
 FF0521  COUNTRY     -  US
 FF0521  USGS QUAD   -  WYNNE (2017)
 FF0521
 FF0521                         *CURRENT SURVEY CONTROL
 FF0521  ______________________________________________________________________
 FF0521* NAD 83(1986) POSITION- 35 08 52.7    (N) 090 48 33.4    (W)   HD_HELD2
 FF0521* NAVD 88 ORTHO HEIGHT -    76.776 (meters)      251.89  (feet) ADJUSTED
 FF0521  ______________________________________________________________________
 FF0521  GEOID HEIGHT    -        -27.077 (meters)                     GEOID18
 FF0521  DYNAMIC HEIGHT  -         76.706 (meters)      251.66  (feet) COMP
 FF0521  MODELED GRAVITY -    979,726.7   (mgal)                       NAVD 88
 FF0521
 FF0521  VERT ORDER      -  FIRST     CLASS II
 FF0521
 FF0521.The horizontal coordinates were established by autonomous hand held GPS
 FF0521.observations and have an estimated accuracy of +/- 10 meters.
 FF0521
 FF0521.The orthometric height was determined by differential leveling and
 FF0521.adjusted by the NATIONAL GEODETIC SURVEY
 FF0521.in June 1991.
 FF0521
 FF0521.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0521.GEOID18 height accuracy estimate available here.
 FF0521
 FF0521.Click photographs - Photos may exist for this station.
 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     -    91,033.      508,496.      MT  (+/- 10 meters HH2 GPS)
 FF0521
 FF0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU9956391649(NAD 83)
 FF0521
 FF0521                          SUPERSEDED SURVEY CONTROL
 FF0521
 FF0521  NGVD 29 (11/26/84)   76.747  (m)          251.79   (f) ADJUSTED    1 2
 FF0521
 FF0521.Superseded values are not recommended for survey control.
 FF0521
 FF0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0521.See file dsdata.pdf to determine how the superseded data were derived.
 FF0521
 FF0521_MARKER: DB = BENCH MARK DISK
 FF0521_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FF0521_SP_SET: CULVERT HEADWALL
 FF0521_STAMPING: H 175 1956
 FF0521_MARK LOGO: CGS
 FF0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0521+STABILITY: SURFACE MOTION
 FF0521_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0521+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2011
 FF0521
 FF0521  HISTORY     - Date     Condition        Report By
 FF0521  HISTORY     - 1956     MONUMENTED       CGS
 FF0521  HISTORY     - 20030602 GOOD             USACE
 FF0521  HISTORY     - 20090708 GOOD             NGS
 FF0521  HISTORY     - 20110908 GOOD             BAKER
 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.
 FF0521
 FF0521                          STATION RECOVERY (2009)
 FF0521
 FF0521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2009 (JBW)
 FF0521'RECOVERED IN GOOD CONDITION.
 FF0521
 FF0521                          STATION RECOVERY (2011)
 FF0521
 FF0521'RECOVERY NOTE BY M BAKER JR INCORPORATED 2011 (TM)
 FF0521'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1258 ***********************************************************************
 EH1258  DESIGNATION -  H 176
 EH1258  PID         -  EH1258
 EH1258  STATE/COUNTY-  AR/LEE
 EH1258  COUNTRY     -  US
 EH1258  USGS QUAD   -  GARRETT GROVE (2017)
 EH1258
 EH1258                         *CURRENT SURVEY CONTROL
 EH1258  ______________________________________________________________________
 EH1258* NAD 83(1986) POSITION- 34 50 47.1    (N) 091 00 36.2    (W)   HD_HELD2
 EH1258* NAVD 88 ORTHO HEIGHT -    59.660 (meters)      195.73  (feet) ADJUSTED
 EH1258  ______________________________________________________________________
 EH1258  GEOID HEIGHT    -        -26.776 (meters)                     GEOID18
 EH1258  DYNAMIC HEIGHT  -         59.605 (meters)      195.55  (feet) COMP
 EH1258  MODELED GRAVITY -    979,720.1   (mgal)                       NAVD 88
 EH1258
 EH1258  VERT ORDER      -  FIRST     CLASS II
 EH1258
 EH1258.The horizontal coordinates were established by autonomous hand held GPS
 EH1258.observations and have an estimated accuracy of +/- 10 meters.
 EH1258
 EH1258.The orthometric height was determined by differential leveling and
 EH1258.adjusted by the NATIONAL GEODETIC SURVEY
 EH1258.in June 1991.
 EH1258
 EH1258.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1258.GEOID18 height accuracy estimate available here.
 EH1258
 EH1258.Click photographs - Photos may exist for this station.
 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     -   642,209.      490,539.      MT  (+/- 10 meters HH2 GPS)
 EH1258
 EH1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU8193757817(NAD 83)
 EH1258
 EH1258                          SUPERSEDED SURVEY CONTROL
 EH1258
 EH1258  NGVD 29 (11/26/84)   59.664  (m)          195.75   (f) ADJUSTED    1 2
 EH1258
 EH1258.Superseded values are not recommended for survey control.
 EH1258
 EH1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1258.See file dsdata.pdf to determine how the superseded data were derived.
 EH1258
 EH1258_MARKER: DB = BENCH MARK DISK
 EH1258_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH1258_SP_SET: BRIDGE
 EH1258_STAMPING: H 176 1955
 EH1258_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1291 ***********************************************************************
 FF1291  DESIGNATION -  H 177
 FF1291  PID         -  FF1291
 FF1291  STATE/COUNTY-  AR/WOODRUFF
 FF1291  COUNTRY     -  US
 FF1291  USGS QUAD   -  HUNTER EAST (2017)
 FF1291
 FF1291                         *CURRENT SURVEY CONTROL
 FF1291  ______________________________________________________________________
 FF1291* NAD 83(1986) POSITION- 35 01 45.     (N) 091 06 57.     (W)   SCALED
 FF1291* NAVD 88 ORTHO HEIGHT -    64.314 (meters)      211.00  (feet) ADJUSTED
 FF1291  ______________________________________________________________________
 FF1291  GEOID HEIGHT    -        -26.983 (meters)                     GEOID18
 FF1291  DYNAMIC HEIGHT  -         64.256 (meters)      210.81  (feet) COMP
 FF1291  MODELED GRAVITY -    979,724.4   (mgal)                       NAVD 88
 FF1291
 FF1291  VERT ORDER      -  FIRST     CLASS II
 FF1291
 FF1291.The horizontal coordinates were scaled from a map and have
 FF1291.an estimated accuracy of +/- 6 seconds.
 FF1291
 FF1291.The orthometric height was determined by differential leveling and
 FF1291.adjusted by the NATIONAL GEODETIC SURVEY
 FF1291.in June 1991.
 FF1291
 FF1291.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1291.GEOID18 height accuracy estimate available here.
 FF1291
 FF1291.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU718779(NAD 83)
 FF1291
 FF1291                          SUPERSEDED SURVEY CONTROL
 FF1291
 FF1291  NGVD 29 (11/26/84)   64.299  (m)          210.95   (f) ADJUSTED    1 2
 FF1291
 FF1291.Superseded values are not recommended for survey control.
 FF1291
 FF1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1291.See file dsdata.pdf to determine how the superseded data were derived.
 FF1291
 FF1291_MARKER: DB = BENCH MARK DISK
 FF1291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1291_STAMPING: H 177 1955
 FF1291_MARK LOGO: CGS
 FF1291_PROJECTION: PROJECTING 8 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0003 ***********************************************************************
 FF0003  DESIGNATION -  H 179
 FF0003  PID         -  FF0003
 FF0003  STATE/COUNTY-  AR/POINSETT
 FF0003  COUNTRY     -  US
 FF0003  USGS QUAD   -  HATCHIE COON (2017)
 FF0003
 FF0003                         *CURRENT SURVEY CONTROL
 FF0003  ______________________________________________________________________
 FF0003* NAD 83(1986) POSITION- 35 37 54.     (N) 090 28 53.     (W)   SCALED
 FF0003* NAVD 88 ORTHO HEIGHT -    66.037 (meters)      216.66  (feet) ADJUSTED
 FF0003  ______________________________________________________________________
 FF0003  GEOID HEIGHT    -        -27.804 (meters)                     GEOID18
 FF0003  DYNAMIC HEIGHT  -         65.979 (meters)      216.47  (feet) COMP
 FF0003  MODELED GRAVITY -    979,763.9   (mgal)                       NAVD 88
 FF0003
 FF0003  VERT ORDER      -  FIRST     CLASS II
 FF0003
 FF0003.The horizontal coordinates were scaled from a map and have
 FF0003.an estimated accuracy of +/- 6 seconds.
 FF0003
 FF0003.The orthometric height was determined by differential leveling and
 FF0003.adjusted by the NATIONAL GEODETIC SURVEY
 FF0003.in June 1991.
 FF0003
 FF0003.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0003.GEOID18 height accuracy estimate available here.
 FF0003
 FF0003.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV280460(NAD 83)
 FF0003
 FF0003                          SUPERSEDED SURVEY CONTROL
 FF0003
 FF0003  NGVD 29 (11/26/84)   65.960  (m)          216.40   (f) ADJUSTED    1 2
 FF0003
 FF0003.Superseded values are not recommended for survey control.
 FF0003
 FF0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0003.See file dsdata.pdf to determine how the superseded data were derived.
 FF0003
 FF0003_MARKER: DB = BENCH MARK DISK
 FF0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0003_STAMPING: H 179 1956
 FF0003_MARK LOGO: CGS
 FF0003_PROJECTION: PROJECTING 13 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0026 ***********************************************************************
 FG0026  DESIGNATION -  H 18
 FG0026  PID         -  FG0026
 FG0026  STATE/COUNTY-  AR/VAN BUREN
 FG0026  COUNTRY     -  US
 FG0026  USGS QUAD   -  SHIRLEY (2017)
 FG0026
 FG0026                         *CURRENT SURVEY CONTROL
 FG0026  ______________________________________________________________________
 FG0026* NAD 83(1986) POSITION- 35 40 36.     (N) 092 16 56.     (W)   SCALED
 FG0026* NAVD 88 ORTHO HEIGHT -   314.256 (meters)     1031.02  (feet) ADJUSTED
 FG0026  ______________________________________________________________________
 FG0026  GEOID HEIGHT    -        -27.696 (meters)                     GEOID18
 FG0026  DYNAMIC HEIGHT  -        313.969 (meters)     1030.08  (feet) COMP
 FG0026  MODELED GRAVITY -    979,710.5   (mgal)                       NAVD 88
 FG0026
 FG0026  VERT ORDER      -  SECOND    CLASS 0
 FG0026
 FG0026.The horizontal coordinates were scaled from a map and have
 FG0026.an estimated accuracy of +/- 6 seconds.
 FG0026
 FG0026.The orthometric height was determined by differential leveling and
 FG0026.adjusted by the NATIONAL GEODETIC SURVEY
 FG0026.in June 1991.
 FG0026
 FG0026.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0026.GEOID18 height accuracy estimate available here.
 FG0026
 FG0026.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV649483(NAD 83)
 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
 FG0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0026.See file dsdata.pdf to determine how the superseded data were derived.
 FG0026
 FG0026_MARKER: DB = BENCH MARK DISK
 FG0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0026_STAMPING: H 18 1932
 FG0026_MARK LOGO: CGS
 FG0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0026+STABILITY: SURFACE MOTION
 FG0026
 FG0026  HISTORY     - Date     Condition        Report By
 FG0026  HISTORY     - 1932     MONUMENTED       CGS
 FG0026  HISTORY     - 1934     GOOD             CGS
 FG0026
 FG0026                          STATION DESCRIPTION
 FG0026
 FG0026'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1934
 FG0026'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0828 ***********************************************************************
 FF0828  DESIGNATION -  H 180
 FF0828  PID         -  FF0828
 FF0828  STATE/COUNTY-  AR/POINSETT
 FF0828  COUNTRY     -  US
 FF0828  USGS QUAD   -  WEINER (2017)
 FF0828
 FF0828                         *CURRENT SURVEY CONTROL
 FF0828  ______________________________________________________________________
 FF0828* NAD 83(1986) POSITION- 35 33 53.     (N) 090 55 52.     (W)   SCALED
 FF0828* NAVD 88 ORTHO HEIGHT -    74.456 (meters)      244.28  (feet) ADJUSTED
 FF0828  ______________________________________________________________________
 FF0828  GEOID HEIGHT    -        -27.552 (meters)                     GEOID18
 FF0828  DYNAMIC HEIGHT  -         74.391 (meters)      244.06  (feet) COMP
 FF0828  MODELED GRAVITY -    979,763.8   (mgal)                       NAVD 88
 FF0828
 FF0828  VERT ORDER      -  FIRST     CLASS II
 FF0828
 FF0828.The horizontal coordinates were scaled from a map and have
 FF0828.an estimated accuracy of +/- 6 seconds.
 FF0828
 FF0828.The orthometric height was determined by differential leveling and
 FF0828.adjusted by the NATIONAL GEODETIC SURVEY
 FF0828.in June 1991.
 FF0828
 FF0828.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0828.GEOID18 height accuracy estimate available here.
 FF0828
 FF0828.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV874376(NAD 83)
 FF0828
 FF0828                          SUPERSEDED SURVEY CONTROL
 FF0828
 FF0828  NGVD 29 (11/26/84)   74.400  (m)          244.09   (f) ADJUSTED    1 2
 FF0828
 FF0828.Superseded values are not recommended for survey control.
 FF0828
 FF0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0828.See file dsdata.pdf to determine how the superseded data were derived.
 FF0828
 FF0828_MARKER: DB = BENCH MARK DISK
 FF0828_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF0828_SP_SET: BUILDING
 FF0828_STAMPING: H 180 1956
 FF0828_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0575 ***********************************************************************
 FF0575  DESIGNATION -  H 181
 FF0575  PID         -  FF0575
 FF0575  STATE/COUNTY-  AR/CROSS
 FF0575  COUNTRY     -  US
 FF0575  USGS QUAD   -  BEEDEVILLE (2017)
 FF0575
 FF0575                         *CURRENT SURVEY CONTROL
 FF0575  ______________________________________________________________________
 FF0575* NAD 83(1986) POSITION- 35 22 58.     (N) 091 00 02.     (W)   SCALED
 FF0575* NAVD 88 ORTHO HEIGHT -    68.752 (meters)      225.56  (feet) ADJUSTED
 FF0575  ______________________________________________________________________
 FF0575  GEOID HEIGHT    -        -27.379 (meters)                     GEOID18
 FF0575  DYNAMIC HEIGHT  -         68.692 (meters)      225.37  (feet) COMP
 FF0575  MODELED GRAVITY -    979,748.5   (mgal)                       NAVD 88
 FF0575
 FF0575  VERT ORDER      -  FIRST     CLASS II
 FF0575
 FF0575.The horizontal coordinates were scaled from a map and have
 FF0575.an estimated accuracy of +/- 6 seconds.
 FF0575
 FF0575.The orthometric height was determined by differential leveling and
 FF0575.adjusted by the NATIONAL GEODETIC SURVEY
 FF0575.in June 1991.
 FF0575
 FF0575.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0575.GEOID18 height accuracy estimate available here.
 FF0575
 FF0575.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV816173(NAD 83)
 FF0575
 FF0575                          SUPERSEDED SURVEY CONTROL
 FF0575
 FF0575  NGVD 29 (11/26/84)   68.707  (m)          225.42   (f) ADJUSTED    1 2
 FF0575
 FF0575.Superseded values are not recommended for survey control.
 FF0575
 FF0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0575.See file dsdata.pdf to determine how the superseded data were derived.
 FF0575
 FF0575_MARKER: DB = BENCH MARK DISK
 FF0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0575_STAMPING: H 181 1956
 FF0575_MARK LOGO: CGS
 FF0575_PROJECTION: PROJECTING 8 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0801 ***********************************************************************
 FF0801  DESIGNATION -  H 182
 FF0801  PID         -  FF0801
 FF0801  STATE/COUNTY-  AR/POINSETT
 FF0801  COUNTRY     -  US
 FF0801  USGS QUAD   -  HARRISBURG (2017)
 FF0801
 FF0801                         *CURRENT SURVEY CONTROL
 FF0801  ______________________________________________________________________
 FF0801* NAD 83(1986) POSITION- 35 30 12.8    (N) 090 43 48.7    (W)   HD_HELD2
 FF0801* NAVD 88 ORTHO HEIGHT -    82.833 (meters)      271.76  (feet) ADJUSTED
 FF0801  ______________________________________________________________________
 FF0801  GEOID HEIGHT    -        -27.548 (meters)                     GEOID18
 FF0801  DYNAMIC HEIGHT  -         82.760 (meters)      271.52  (feet) COMP
 FF0801  MODELED GRAVITY -    979,752.0   (mgal)                       NAVD 88
 FF0801
 FF0801  VERT ORDER      -  FIRST     CLASS II
 FF0801
 FF0801.The horizontal coordinates were established by autonomous hand held GPS
 FF0801.observations and have an estimated accuracy of +/- 10 meters.
 FF0801
 FF0801.The orthometric height was determined by differential leveling and
 FF0801.adjusted by the NATIONAL GEODETIC SURVEY
 FF0801.in June 1991.
 FF0801
 FF0801.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0801.GEOID18 height accuracy estimate available here.
 FF0801
 FF0801.Click photographs - Photos may exist for this station.
 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     -   130,569.      515,193.      MT  (+/- 10 meters HH2 GPS)
 FF0801
 FF0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV0586431256(NAD 83)
 FF0801
 FF0801                          SUPERSEDED SURVEY CONTROL
 FF0801
 FF0801  NGVD 29 (11/26/84)   82.779  (m)          271.58   (f) ADJUSTED    1 2
 FF0801
 FF0801.Superseded values are not recommended for survey control.
 FF0801
 FF0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0801.See file dsdata.pdf to determine how the superseded data were derived.
 FF0801
 FF0801_MARKER: DB = BENCH MARK DISK
 FF0801_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FF0801_SP_SET: CULVERT HEADWALL
 FF0801_STAMPING: H 182 1956
 FF0801_MARK LOGO: CGS
 FF0801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0801+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0914 ***********************************************************************
 FF0914  DESIGNATION -  H 183
 FF0914  PID         -  FF0914
 FF0914  STATE/COUNTY-  AR/POINSETT
 FF0914  COUNTRY     -  US
 FF0914  USGS QUAD   -  WEINER (2017)
 FF0914
 FF0914                         *CURRENT SURVEY CONTROL
 FF0914  ______________________________________________________________________
 FF0914* NAD 83(1986) POSITION- 35 33 54.5    (N) 090 54 18.9    (W)   HD_HELD2
 FF0914* NAVD 88 ORTHO HEIGHT -    73.132 (meters)      239.93  (feet) ADJUSTED
 FF0914  ______________________________________________________________________
 FF0914  GEOID HEIGHT    -        -27.559 (meters)                     GEOID18
 FF0914  DYNAMIC HEIGHT  -         73.068 (meters)      239.72  (feet) COMP
 FF0914  MODELED GRAVITY -    979,763.6   (mgal)                       NAVD 88
 FF0914
 FF0914  VERT ORDER      -  FIRST     CLASS II
 FF0914
 FF0914.The horizontal coordinates were established by autonomous hand held GPS
 FF0914.observations and have an estimated accuracy of +/- 10 meters.
 FF0914
 FF0914.The orthometric height was determined by differential leveling and
 FF0914.adjusted by the NATIONAL GEODETIC SURVEY
 FF0914.in June 1991.
 FF0914
 FF0914.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0914.GEOID18 height accuracy estimate available here.
 FF0914
 FF0914.Click photographs - Photos may exist for this station.
 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     -   137,210.      499,237.      MT  (+/- 10 meters HH2 GPS)
 FF0914
 FF0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV8983937736(NAD 83)
 FF0914
 FF0914                          SUPERSEDED SURVEY CONTROL
 FF0914
 FF0914  NGVD 29 (11/26/84)   73.075  (m)          239.75   (f) ADJUSTED    1 2
 FF0914
 FF0914.Superseded values are not recommended for survey control.
 FF0914
 FF0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0914.See file dsdata.pdf to determine how the superseded data were derived.
 FF0914
 FF0914_MARKER: DB = BENCH MARK DISK
 FF0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0914_STAMPING: H 183 1956
 FF0914_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0098 ***********************************************************************
 FF0098  DESIGNATION -  H 184 RESET
 FF0098  PID         -  FF0098
 FF0098  STATE/COUNTY-  AR/CRAIGHEAD
 FF0098  COUNTRY     -  US
 FF0098  USGS QUAD   -  LAKE CITY (2017)
 FF0098
 FF0098                         *CURRENT SURVEY CONTROL
 FF0098  ______________________________________________________________________
 FF0098* NAD 83(1986) POSITION- 35 49 41.     (N) 090 25 15.     (W)   SCALED
 FF0098* NAVD 88 ORTHO HEIGHT -    71.55  (+/-2cm)      234.7   (feet) VERTCON3
 FF0098  ______________________________________________________________________
 FF0098  GEOID HEIGHT    -        -28.017 (meters)                     GEOID18
 FF0098  VERT ORDER      -  THIRD (See Below)
 FF0098
 FF0098.The horizontal coordinates were scaled from a 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
 FF0098.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0098.GEOID18 height accuracy estimate available here.
 FF0098
 FF0098.The vertical order pertains to the NGVD 29 superseded value.
 FF0098
 FF0098.Click photographs - Photos may exist for this station.
 FF0098
 FF0098;                    North         East    Units  Estimated Accuracy
 FF0098;SPC AR N     -   166,970.      542,680.      MT  (+/- 180 meters Scaled)
 FF0098
 FF0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV329679(NAD 83)
 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
 FF0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0098.See file dsdata.pdf to determine how the superseded data were derived.
 FF0098
 FF0098_MARKER: DV = VERTICAL CONTROL DISK
 FF0098_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF0098_SP_SET: BRIDGE
 FF0098_STAMPING: H 184 RESET 1973
 FF0098_MARK LOGO: NGS
 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 DEPARTMENT OF TRANSPORTATION 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 = MARCH 20, 2026 22:17:28 EDT
 FF0031 ***********************************************************************
 FF0031  DESIGNATION -  H 185
 FF0031  PID         -  FF0031
 FF0031  STATE/COUNTY-  AR/MISSISSIPPI
 FF0031  COUNTRY     -  US
 FF0031  USGS QUAD   -  DELL (2017)
 FF0031
 FF0031                         *CURRENT SURVEY CONTROL
 FF0031  ______________________________________________________________________
 FF0031* NAD 83(1986) POSITION- 35 51 21.     (N) 090 02 16.     (W)   SCALED
 FF0031* NAVD 88 ORTHO HEIGHT -    73.318 (meters)      240.54  (feet) ADJUSTED
 FF0031  ______________________________________________________________________
 FF0031  GEOID HEIGHT    -        -27.952 (meters)                     GEOID18
 FF0031  DYNAMIC HEIGHT  -         73.257 (meters)      240.34  (feet) COMP
 FF0031  MODELED GRAVITY -    979,791.0   (mgal)                       NAVD 88
 FF0031
 FF0031  VERT ORDER      -  FIRST     CLASS II
 FF0031
 FF0031.The horizontal coordinates were scaled from a map and have
 FF0031.an estimated accuracy of +/- 6 seconds.
 FF0031
 FF0031.The orthometric height was determined by differential leveling and
 FF0031.adjusted by the NATIONAL GEODETIC SURVEY
 FF0031.in June 1991.
 FF0031
 FF0031.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0031.GEOID18 height accuracy estimate available here.
 FF0031
 FF0031.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV675720(NAD 83)
 FF0031
 FF0031                          SUPERSEDED SURVEY CONTROL
 FF0031
 FF0031  NGVD 29 (11/26/84)   73.290  (m)          240.45   (f) ADJUSTED    1 2
 FF0031
 FF0031.Superseded values are not recommended for survey control.
 FF0031
 FF0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0031.See file dsdata.pdf to determine how the superseded data were derived.
 FF0031
 FF0031_MARKER: DB = BENCH MARK DISK
 FF0031_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FF0031_SP_SET: CULVERT HEADWALL
 FF0031_STAMPING: H 185 1956
 FF0031_MARK LOGO: CGS
 FF0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0031+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0083 ***********************************************************************
 FF0083  DESIGNATION -  H 186
 FF0083  PID         -  FF0083
 FF0083  STATE/COUNTY-  AR/CRAIGHEAD
 FF0083  COUNTRY     -  US
 FF0083  USGS QUAD   -  LEACHVILLE (2017)
 FF0083
 FF0083                         *CURRENT SURVEY CONTROL
 FF0083  ______________________________________________________________________
 FF0083* NAD 83(1986) POSITION- 35 53 31.8    (N) 090 20 34.2    (W)   HD_HELD2
 FF0083* NAVD 88 ORTHO HEIGHT -    72.043 (meters)      236.36  (feet) POSTED
 FF0083  ______________________________________________________________________
 FF0083  GEOID HEIGHT    -        -28.119 (meters)                     GEOID18
 FF0083  DYNAMIC HEIGHT  -         71.98  (meters)      236.2   (feet) COMP
 FF0083  MODELED GRAVITY -    979,782.6   (mgal)                       NAVD 88
 FF0083
 FF0083  VERT ORDER      -  * POSTED, SEE BELOW
 FF0083
 FF0083.The horizontal coordinates were established by autonomous hand held GPS
 FF0083.observations and have an estimated accuracy of +/- 10 meters.
 FF0083
 FF0083.The orthometric height was determined by differential leveling
 FF0083.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 FF0083
 FF0083.* This is a POSTED BENCH MARK height.
 FF0083
 FF0083.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0083.GEOID18 height accuracy estimate available here.
 FF0083
 FF0083.Click photographs - Photos may exist for this station.
 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     -   174,200.      549,605.      MT  (+/- 10 meters HH2 GPS)
 FF0083
 FF0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV3983675250(NAD 83)
 FF0083
 FF0083                          SUPERSEDED SURVEY CONTROL
 FF0083
 FF0083  NGVD 29 (11/26/84)   72.010  (m)          236.25   (f) ADJUSTED    1 2
 FF0083
 FF0083.Superseded values are not recommended for survey control.
 FF0083
 FF0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0083.See file dsdata.pdf to determine how the superseded data were derived.
 FF0083
 FF0083_MARKER: DB = BENCH MARK DISK
 FF0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0083_STAMPING: H 186 1956
 FF0083_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0154 ***********************************************************************
 GE0154  DESIGNATION -  H 187
 GE0154  PID         -  GE0154
 GE0154  STATE/COUNTY-  AR/GREENE
 GE0154  COUNTRY     -  US
 GE0154  USGS QUAD   -  PARAGOULD EAST (2017)
 GE0154
 GE0154                         *CURRENT SURVEY CONTROL
 GE0154  ______________________________________________________________________
 GE0154* NAD 83(1986) POSITION- 36 02 18.     (N) 090 29 06.     (W)   SCALED
 GE0154* NAVD 88 ORTHO HEIGHT -    80.759 (meters)      264.96  (feet) ADJUSTED
 GE0154  ______________________________________________________________________
 GE0154  GEOID HEIGHT    -        -28.216 (meters)                     GEOID18
 GE0154  DYNAMIC HEIGHT  -         80.691 (meters)      264.73  (feet) COMP
 GE0154  MODELED GRAVITY -    979,792.4   (mgal)                       NAVD 88
 GE0154
 GE0154  VERT ORDER      -  FIRST     CLASS II
 GE0154
 GE0154.The horizontal coordinates were scaled from a map and have
 GE0154.an estimated accuracy of +/- 6 seconds.
 GE0154
 GE0154.The orthometric height was determined by differential leveling and
 GE0154.adjusted by the NATIONAL GEODETIC SURVEY
 GE0154.in June 1991.
 GE0154
 GE0154.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0154.GEOID18 height accuracy estimate available here.
 GE0154
 GE0154.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV265911(NAD 83)
 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
 GE0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0154.See file dsdata.pdf to determine how the superseded data were derived.
 GE0154
 GE0154_MARKER: DB = BENCH MARK DISK
 GE0154_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GE0154_SP_SET: CULVERT HEADWALL
 GE0154_STAMPING: H 187 1956
 GE0154_MARK LOGO: CGS
 GE0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0154+STABILITY: SURFACE MOTION
 GE0154
 GE0154  HISTORY     - Date     Condition        Report By
 GE0154  HISTORY     - 1956     MONUMENTED       CGS
 GE0154  HISTORY     - 1979     MARK NOT FOUND   USGS
 GE0154  HISTORY     - 20081021 MARK NOT FOUND   ARHD
 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.
 GE0154
 GE0154                          STATION RECOVERY (2008)
 GE0154
 GE0154'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2008 (WDA)
 GE0154'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 AA4331 ***********************************************************************
 AA4331  DESIGNATION -  H 187 RESET
 AA4331  PID         -  AA4331
 AA4331  STATE/COUNTY-  AR/GREENE
 AA4331  COUNTRY     -  US
 AA4331  USGS QUAD   -  PARAGOULD EAST (2017)
 AA4331
 AA4331                         *CURRENT SURVEY CONTROL
 AA4331  ______________________________________________________________________
 AA4331* NAD 83(1986) POSITION- 36 02 18.     (N) 090 29 06.     (W)   SCALED
 AA4331* NAVD 88 ORTHO HEIGHT -    79.25  (+/-2cm)      260.0   (feet) VERTCON3
 AA4331  ______________________________________________________________________
 AA4331  GEOID HEIGHT    -        -28.216 (meters)                     GEOID18
 AA4331  VERT ORDER      -  THIRD (See Below)
 AA4331
 AA4331.The horizontal coordinates were scaled from a 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
 AA4331.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA4331.GEOID18 height accuracy estimate available here.
 AA4331
 AA4331.The vertical order pertains to the NGVD 29 superseded value.
 AA4331
 AA4331.Click photographs - Photos may exist for this station.
 AA4331
 AA4331;                    North         East    Units  Estimated Accuracy
 AA4331;SPC AR N     -   190,210.      536,520.      MT  (+/- 180 meters Scaled)
 AA4331
 AA4331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV265911(NAD 83)
 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
 AA4331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4331.See file dsdata.pdf to determine how the superseded data were derived.
 AA4331
 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  HISTORY     - 20081021 MARK NOT FOUND   ARHD
 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.
 AA4331
 AA4331                          STATION RECOVERY (2008)
 AA4331
 AA4331'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2008 (WDA)
 AA4331'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GE0078 ***********************************************************************
 GE0078  DESIGNATION -  H 188
 GE0078  PID         -  GE0078
 GE0078  STATE/COUNTY-  AR/CLAY
 GE0078  COUNTRY     -  US
 GE0078  USGS QUAD   -  GREENWAY (2017)
 GE0078
 GE0078                         *CURRENT SURVEY CONTROL
 GE0078  ______________________________________________________________________
 GE0078* NAD 83(1986) POSITION- 36 19 40.     (N) 090 13 54.     (W)   SCALED
 GE0078* NAVD 88 ORTHO HEIGHT -    87.859 (meters)      288.25  (feet) ADJUSTED
 GE0078  ______________________________________________________________________
 GE0078  GEOID HEIGHT    -        -28.560 (meters)                     GEOID18
 GE0078  DYNAMIC HEIGHT  -         87.786 (meters)      288.01  (feet) COMP
 GE0078  MODELED GRAVITY -    979,810.3   (mgal)                       NAVD 88
 GE0078
 GE0078  VERT ORDER      -  FIRST     CLASS II
 GE0078
 GE0078.The horizontal coordinates were scaled from a map and have
 GE0078.an estimated accuracy of +/- 6 seconds.
 GE0078
 GE0078.The orthometric height was determined by differential leveling and
 GE0078.adjusted by the NATIONAL GEODETIC SURVEY
 GE0078.in June 1991.
 GE0078
 GE0078.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0078.GEOID18 height accuracy estimate available here.
 GE0078
 GE0078.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA484238(NAD 83)
 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
 GE0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0078.See file dsdata.pdf to determine how the superseded data were derived.
 GE0078
 GE0078_MARKER: DB = BENCH MARK DISK
 GE0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0078_STAMPING: H 188 1956
 GE0078_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FE1842 ***********************************************************************
 FE1842  DESIGNATION -  H 189
 FE1842  PID         -  FE1842
 FE1842  STATE/COUNTY-  AR/MISSISSIPPI
 FE1842  COUNTRY     -  US
 FE1842  USGS QUAD   -  BLYTHEVILLE (2017)
 FE1842
 FE1842                         *CURRENT SURVEY CONTROL
 FE1842  ______________________________________________________________________
 FE1842* NAD 83(1986) POSITION- 35 57 05.     (N) 089 57 53.     (W)   SCALED
 FE1842* NAVD 88 ORTHO HEIGHT -    75.959 (meters)      249.21  (feet) ADJUSTED
 FE1842  ______________________________________________________________________
 FE1842  GEOID HEIGHT    -        -28.158 (meters)                     GEOID18
 FE1842  DYNAMIC HEIGHT  -         75.895 (meters)      249.00  (feet) COMP
 FE1842  MODELED GRAVITY -    979,791.4   (mgal)                       NAVD 88
 FE1842
 FE1842  VERT ORDER      -  FIRST     CLASS II
 FE1842
 FE1842.The horizontal coordinates were scaled from a map and have
 FE1842.an estimated accuracy of +/- 6 seconds.
 FE1842
 FE1842.The orthometric height was determined by differential leveling and
 FE1842.adjusted by the NATIONAL GEODETIC SURVEY
 FE1842.in June 1991.
 FE1842
 FE1842.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE1842.GEOID18 height accuracy estimate available here.
 FE1842
 FE1842.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE325826(NAD 83)
 FE1842
 FE1842                          SUPERSEDED SURVEY CONTROL
 FE1842
 FE1842  NGVD 29 (11/26/84)   75.911  (m)          249.05   (f) ADJUSTED    1 2
 FE1842
 FE1842.Superseded values are not recommended for survey control.
 FE1842
 FE1842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1842.See file dsdata.pdf to determine how the superseded data were derived.
 FE1842
 FE1842_MARKER: DB = BENCH MARK DISK
 FE1842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1842_STAMPING: H 189 1956
 FE1842_MARK LOGO: CGS
 FE1842_PROJECTION: PROJECTING 8 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0848 ***********************************************************************
 FG0848  DESIGNATION -  H 19
 FG0848  PID         -  FG0848
 FG0848  STATE/COUNTY-  AR/JOHNSON
 FG0848  COUNTRY     -  US
 FG0848  USGS QUAD   -  OZONE (2017)
 FG0848
 FG0848                         *CURRENT SURVEY CONTROL
 FG0848  ______________________________________________________________________
 FG0848* NAD 83(1986) POSITION- 35 42 13.     (N) 093 25 00.     (W)   SCALED
 FG0848* NAVD 88 ORTHO HEIGHT -   574.114 (meters)     1883.57  (feet) ADJUSTED
 FG0848  ______________________________________________________________________
 FG0848  GEOID HEIGHT    -        -28.211 (meters)                     GEOID18
 FG0848  DYNAMIC HEIGHT  -        573.557 (meters)     1881.74  (feet) COMP
 FG0848  MODELED GRAVITY -    979,643.6   (mgal)                       NAVD 88
 FG0848
 FG0848  VERT ORDER      -  SECOND    CLASS 0
 FG0848
 FG0848.The horizontal coordinates were scaled from a map and have
 FG0848.an estimated accuracy of +/- 6 seconds.
 FG0848
 FG0848.The orthometric height was determined by differential leveling and
 FG0848.adjusted by the NATIONAL GEODETIC SURVEY
 FG0848.in June 1991.
 FG0848
 FG0848.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0848.GEOID18 height accuracy estimate available here.
 FG0848
 FG0848.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV623511(NAD 83)
 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
 FG0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0848.See file dsdata.pdf to determine how the superseded data were derived.
 FG0848
 FG0848_MARKER: DB = BENCH MARK DISK
 FG0848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0848_STAMPING: H 19 1932
 FG0848_MARK LOGO: CGS
 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             CGS
 FG0848  HISTORY     - 1975     MARK NOT FOUND   NGS
 FG0848
 FG0848                          STATION DESCRIPTION
 FG0848
 FG0848'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 GE0153 ***********************************************************************
 GE0153  DESIGNATION -  H 190
 GE0153  PID         -  GE0153
 GE0153  STATE/COUNTY-  AR/CLAY
 GE0153  COUNTRY     -  US
 GE0153  USGS QUAD   -  MCDOUGAL (2017)
 GE0153
 GE0153                         *CURRENT SURVEY CONTROL
 GE0153  ______________________________________________________________________
 GE0153* NAD 83(1986) POSITION- 36 24 48.     (N) 090 29 43.     (W)   SCALED
 GE0153* NAVD 88 ORTHO HEIGHT -    88.945 (meters)      291.81  (feet) ADJUSTED
 GE0153  ______________________________________________________________________
 GE0153  GEOID HEIGHT    -        -28.680 (meters)                     GEOID18
 GE0153  DYNAMIC HEIGHT  -         88.873 (meters)      291.58  (feet) COMP
 GE0153  MODELED GRAVITY -    979,825.6   (mgal)                       NAVD 88
 GE0153
 GE0153  VERT ORDER      -  FIRST     CLASS II
 GE0153
 GE0153.The horizontal coordinates were scaled from a map and have
 GE0153.an estimated accuracy of +/- 6 seconds.
 GE0153
 GE0153.The orthometric height was determined by differential leveling and
 GE0153.adjusted by the NATIONAL GEODETIC SURVEY
 GE0153.in June 1991.
 GE0153
 GE0153.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0153.GEOID18 height accuracy estimate available here.
 GE0153
 GE0153.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA245327(NAD 83)
 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
 GE0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0153.See file dsdata.pdf to determine how the superseded data were derived.
 GE0153
 GE0153_MARKER: DB = BENCH MARK DISK
 GE0153_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GE0153_STAMPING: H 190 1956
 GE0153_MARK LOGO: CGS
 GE0153_MAGNETIC: I = MARKER IS A STEEL ROD
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1116 ***********************************************************************
 EJ1116  DESIGNATION -  H 192 X
 EJ1116  PID         -  EJ1116
 EJ1116  STATE/COUNTY-  AR/CLARK
 EJ1116  COUNTRY     -  US
 EJ1116  USGS QUAD   -  ARKADELPHIA (2017)
 EJ1116
 EJ1116                         *CURRENT SURVEY CONTROL
 EJ1116  ______________________________________________________________________
 EJ1116* NAD 83(1986) POSITION- 34 00 42.     (N) 093 05 36.     (W)   SCALED
 EJ1116* NAVD 88 ORTHO HEIGHT -    59.653 (meters)      195.71  (feet) ADJUSTED
 EJ1116  ______________________________________________________________________
 EJ1116  GEOID HEIGHT    -        -26.756 (meters)                     GEOID18
 EJ1116  DYNAMIC HEIGHT  -         59.593 (meters)      195.51  (feet) COMP
 EJ1116  MODELED GRAVITY -    979,633.9   (mgal)                       NAVD 88
 EJ1116
 EJ1116  VERT ORDER      -  FIRST     CLASS II
 EJ1116
 EJ1116.The horizontal coordinates were scaled from a map and have
 EJ1116.an estimated accuracy of +/- 6 seconds.
 EJ1116
 EJ1116.The orthometric height was determined by differential leveling and
 EJ1116.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1116.in June 1991.
 EJ1116
 EJ1116.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1116.GEOID18 height accuracy estimate available here.
 EJ1116
 EJ1116.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT913634(NAD 83)
 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
 EJ1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1116.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1116
 EJ1116_MARKER: DB = BENCH MARK DISK
 EJ1116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1116_STAMPING: H 192 X 1959
 EJ1116_MARK LOGO: CGS
 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             CGS
 EJ1116  HISTORY     - 20160120 MARK NOT FOUND   ARHD
 EJ1116
 EJ1116                          STATION DESCRIPTION
 EJ1116
 EJ1116'DESCRIBED BY COAST AND 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.
 EJ1116
 EJ1116                          STATION RECOVERY (2016)
 EJ1116
 EJ1116'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (BAB)
 EJ1116'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0311 ***********************************************************************
 DL0311  DESIGNATION -  H 193 X
 DL0311  PID         -  DL0311
 DL0311  STATE/COUNTY-  AR/OUACHITA
 DL0311  COUNTRY     -  US
 DL0311  USGS QUAD   -  CAMDEN (2017)
 DL0311
 DL0311                         *CURRENT SURVEY CONTROL
 DL0311  ______________________________________________________________________
 DL0311* NAD 83(1986) POSITION- 33 36 42.     (N) 092 52 14.     (W)   SCALED
 DL0311* NAVD 88 ORTHO HEIGHT -    33.275 (meters)      109.17  (feet) ADJUSTED
 DL0311  ______________________________________________________________________
 DL0311  GEOID HEIGHT    -        -26.322 (meters)                     GEOID18
 DL0311  DYNAMIC HEIGHT  -         33.240 (meters)      109.05  (feet) COMP
 DL0311  MODELED GRAVITY -    979,605.9   (mgal)                       NAVD 88
 DL0311
 DL0311  VERT ORDER      -  FIRST     CLASS II
 DL0311
 DL0311.The horizontal coordinates were scaled from a map and have
 DL0311.an estimated accuracy of +/- 6 seconds.
 DL0311
 DL0311.The orthometric height was determined by differential leveling and
 DL0311.adjusted by the NATIONAL GEODETIC SURVEY
 DL0311.in June 1991.
 DL0311
 DL0311.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0311.GEOID18 height accuracy estimate available here.
 DL0311
 DL0311.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT120191(NAD 83)
 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
 DL0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0311.See file dsdata.pdf to determine how the superseded data were derived.
 DL0311
 DL0311_MARKER: DB = BENCH MARK DISK
 DL0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0311_STAMPING: H 193 X 1959
 DL0311_MARK LOGO: CGS
 DL0311_PROJECTION: PROJECTING 15 CENTIMETERS
 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             CGS
 DL0311  HISTORY     - 1964     GOOD             CGS
 DL0311
 DL0311                          STATION DESCRIPTION
 DL0311
 DL0311'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1964
 DL0311'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0411 ***********************************************************************
 DL0411  DESIGNATION -  H 196
 DL0411  PID         -  DL0411
 DL0411  STATE/COUNTY-  AR/OUACHITA
 DL0411  COUNTRY     -  US
 DL0411  USGS QUAD   -  CHIDESTER (2017)
 DL0411
 DL0411                         *CURRENT SURVEY CONTROL
 DL0411  ______________________________________________________________________
 DL0411* NAD 83(1986) POSITION- 33 43 11.     (N) 093 02 03.     (W)   SCALED
 DL0411* NAVD 88 ORTHO HEIGHT -    61.870 (meters)      202.99  (feet) ADJUSTED
 DL0411  ______________________________________________________________________
 DL0411  GEOID HEIGHT    -        -26.468 (meters)                     GEOID18
 DL0411  DYNAMIC HEIGHT  -         61.807 (meters)      202.78  (feet) COMP
 DL0411  MODELED GRAVITY -    979,611.4   (mgal)                       NAVD 88
 DL0411
 DL0411  VERT ORDER      -  FIRST     CLASS II
 DL0411
 DL0411.The horizontal coordinates were scaled from a map and have
 DL0411.an estimated accuracy of +/- 6 seconds.
 DL0411
 DL0411.The orthometric height was determined by differential leveling and
 DL0411.adjusted by the NATIONAL GEODETIC SURVEY
 DL0411.in June 1991.
 DL0411
 DL0411.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0411.GEOID18 height accuracy estimate available here.
 DL0411
 DL0411.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT968310(NAD 83)
 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
 DL0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0411.See file dsdata.pdf to determine how the superseded data were derived.
 DL0411
 DL0411_MARKER: DB = BENCH MARK DISK
 DL0411_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0411_STAMPING: H 196 1960
 DL0411_MARK LOGO: CGS
 DL0411_MAGNETIC: P = MARKER IS A STEEL PIPE
 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 = MARCH 20, 2026 22:17:28 EDT
 DL0425 ***********************************************************************
 DL0425  DESIGNATION -  H 197
 DL0425  PID         -  DL0425
 DL0425  STATE/COUNTY-  AR/CLARK
 DL0425  COUNTRY     -  US
 DL0425  USGS QUAD   -  GURDON (2017)
 DL0425
 DL0425                         *CURRENT SURVEY CONTROL
 DL0425  ______________________________________________________________________
 DL0425* NAD 83(1986) POSITION- 33 55 28.     (N) 093 09 40.     (W)   SCALED
 DL0425* NAVD 88 ORTHO HEIGHT -    66.371 (meters)      217.75  (feet) ADJUSTED
 DL0425  ______________________________________________________________________
 DL0425  GEOID HEIGHT    -        -26.725 (meters)                     GEOID18
 DL0425  DYNAMIC HEIGHT  -         66.304 (meters)      217.53  (feet) COMP
 DL0425  MODELED GRAVITY -    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 map and have
 DL0425.an estimated accuracy of +/- 6 seconds.
 DL0425
 DL0425.The orthometric height was determined by differential leveling and
 DL0425.adjusted by the NATIONAL GEODETIC SURVEY
 DL0425.in June 1991.
 DL0425
 DL0425.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0425.GEOID18 height accuracy estimate available here.
 DL0425
 DL0425.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT851537(NAD 83)
 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
 DL0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0425.See file dsdata.pdf to determine how the superseded data were derived.
 DL0425
 DL0425_MARKER: DB = BENCH MARK DISK
 DL0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0425_STAMPING: H 197 1960
 DL0425_MARK LOGO: CGS
 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             CGS
 DL0425  HISTORY     - 19980426 MARK NOT FOUND   USPSQD
 DL0425
 DL0425                          STATION DESCRIPTION
 DL0425
 DL0425'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DL0215 ***********************************************************************
 DL0215  DESIGNATION -  H 198
 DL0215  PID         -  DL0215
 DL0215  STATE/COUNTY-  AR/OUACHITA
 DL0215  COUNTRY     -  US
 DL0215  USGS QUAD   -  SNOW HILL (2017)
 DL0215
 DL0215                         *CURRENT SURVEY CONTROL
 DL0215  ______________________________________________________________________
 DL0215* NAD 83(1986) POSITION- 33 22 31.     (N) 092 38 56.     (W)   SCALED
 DL0215* NAVD 88 ORTHO HEIGHT -    31.617 (meters)      103.73  (feet) ADJUSTED
 DL0215  ______________________________________________________________________
 DL0215  GEOID HEIGHT    -        -26.275 (meters)                     GEOID18
 DL0215  DYNAMIC HEIGHT  -         31.584 (meters)      103.62  (feet) COMP
 DL0215  MODELED GRAVITY -    979,586.7   (mgal)                       NAVD 88
 DL0215
 DL0215  VERT ORDER      -  FIRST     CLASS II
 DL0215
 DL0215.The horizontal coordinates were scaled from a map and have
 DL0215.an estimated accuracy of +/- 6 seconds.
 DL0215
 DL0215.The orthometric height was determined by differential leveling and
 DL0215.adjusted by the NATIONAL GEODETIC SURVEY
 DL0215.in June 1991.
 DL0215
 DL0215.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0215.GEOID18 height accuracy estimate available here.
 DL0215
 DL0215.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS326929(NAD 83)
 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
 DL0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0215.See file dsdata.pdf to determine how the superseded data were derived.
 DL0215
 DL0215_MARKER: DB = BENCH MARK DISK
 DL0215_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DL0215_SP_SET: FOUNDATION
 DL0215_STAMPING: H 198 1960
 DL0215_MARK LOGO: CGS
 DL0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0215+STABILITY: SURFACE MOTION
 DL0215
 DL0215  HISTORY     - Date     Condition        Report By
 DL0215  HISTORY     - 1960     MONUMENTED       CGS
 DL0215  HISTORY     - 1961     GOOD             USGS
 DL0215  HISTORY     - 1964     GOOD             CGS
 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 COAST AND GEODETIC SURVEY 1964
 DL0215'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0836 ***********************************************************************
 DL0836  DESIGNATION -  H 199
 DL0836  PID         -  DL0836
 DL0836  STATE/COUNTY-  AR/LAFAYETTE
 DL0836  COUNTRY     -  US
 DL0836  USGS QUAD   -  BRADLEY (2017)
 DL0836
 DL0836                         *CURRENT SURVEY CONTROL
 DL0836  ______________________________________________________________________
 DL0836* NAD 83(1986) POSITION- 33 06 19.     (N) 093 40 00.     (W)   SCALED
 DL0836* NAVD 88 ORTHO HEIGHT -    78.166 (meters)      256.45  (feet) ADJUSTED
 DL0836  ______________________________________________________________________
 DL0836  GEOID HEIGHT    -        -26.473 (meters)                     GEOID18
 DL0836  DYNAMIC HEIGHT  -         78.081 (meters)      256.17  (feet) COMP
 DL0836  MODELED GRAVITY -    979,551.5   (mgal)                       NAVD 88
 DL0836
 DL0836  VERT ORDER      -  FIRST     CLASS II
 DL0836
 DL0836.The horizontal coordinates were scaled from a map and have
 DL0836.an estimated accuracy of +/- 6 seconds.
 DL0836
 DL0836.The orthometric height was determined by differential leveling and
 DL0836.adjusted by the NATIONAL GEODETIC SURVEY
 DL0836.in June 1991.
 DL0836
 DL0836.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0836.GEOID18 height accuracy estimate available here.
 DL0836
 DL0836.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS377631(NAD 83)
 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
 DL0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0836.See file dsdata.pdf to determine how the superseded data were derived.
 DL0836
 DL0836_MARKER: DB = BENCH MARK DISK
 DL0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0836_STAMPING: H 1996 1960
 DL0836_MARK LOGO: CGS
 DL0836_PROJECTION: PROJECTING 8 CENTIMETERS
 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             CGS
 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 COAST AND GEODETIC SURVEY 1963
 DL0836'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GE0483 ***********************************************************************
 GE0483  DESIGNATION -  H 2
 GE0483  PID         -  GE0483
 GE0483  STATE/COUNTY-  AR/LAWRENCE
 GE0483  COUNTRY     -  US
 GE0483  USGS QUAD   -  NOLAND (2017)
 GE0483
 GE0483                         *CURRENT SURVEY CONTROL
 GE0483  ______________________________________________________________________
 GE0483* NAD 83(1986) POSITION- 36 08 56.     (N) 091 06 14.     (W)   SCALED
 GE0483* NAVD 88 ORTHO HEIGHT -    82.692 (meters)      271.30  (feet) ADJUSTED
 GE0483  ______________________________________________________________________
 GE0483  GEOID HEIGHT    -        -28.191 (meters)                     GEOID18
 GE0483  DYNAMIC HEIGHT  -         82.624 (meters)      271.08  (feet) COMP
 GE0483  MODELED GRAVITY -    979,809.9   (mgal)                       NAVD 88
 GE0483
 GE0483  VERT ORDER      -  FIRST     CLASS II
 GE0483
 GE0483.The horizontal coordinates were scaled from a map and have
 GE0483.an estimated accuracy of +/- 6 seconds.
 GE0483
 GE0483.The orthometric height was determined by differential leveling and
 GE0483.adjusted by the NATIONAL GEODETIC SURVEY
 GE0483.in June 1991.
 GE0483
 GE0483.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0483.GEOID18 height accuracy estimate available here.
 GE0483
 GE0483.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA705021(NAD 83)
 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
 GE0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0483.See file dsdata.pdf to determine how the superseded data were derived.
 GE0483
 GE0483_MARKER: DB = BENCH MARK DISK
 GE0483_SETTING: 66 = SET IN ROCK OUTCROP
 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             CGS
 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FH0121 ***********************************************************************
 FH0121  DESIGNATION -  H 20
 FH0121  PID         -  FH0121
 FH0121  STATE/COUNTY-  AR/SEBASTIAN
 FH0121  COUNTRY     -  US
 FH0121  USGS QUAD   -  GREENWOOD (2017)
 FH0121
 FH0121                         *CURRENT SURVEY CONTROL
 FH0121  ______________________________________________________________________
 FH0121* NAD 83(1986) POSITION- 35 14 29.46   (N) 094 16 20.61   (W)   HD_HELD1
 FH0121* NAVD 88 ORTHO HEIGHT -   178.242 (meters)      584.78  (feet) ADJUSTED
 FH0121  ______________________________________________________________________
 FH0121  GEOID HEIGHT    -        -30.401 (meters)                     GEOID18
 FH0121  DYNAMIC HEIGHT  -        178.071 (meters)      584.22  (feet) COMP
 FH0121  MODELED GRAVITY -    979,670.7   (mgal)                       NAVD 88
 FH0121
 FH0121  VERT ORDER      -  FIRST     CLASS II
 FH0121
 FH0121.The horizontal coordinates were determined by differentially corrected
 FH0121.hand held GPS observations or other comparable positioning techniques
 FH0121.and have an estimated accuracy of +/- 3 meters.
 FH0121
 FH0121.The orthometric height was determined by differential leveling and
 FH0121.adjusted by the NATIONAL GEODETIC SURVEY
 FH0121.in June 1991.
 FH0121
 FH0121.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0121.GEOID18 height accuracy estimate available here.
 FH0121
 FH0121.Click photographs - Photos may exist for this station.
 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     -   103,141.6     193,196.8     MT  (+/- 3 meters HH1 GPS) 
 FH0121
 FH0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV8423100568(NAD 83)
 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
 FH0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0121.See file dsdata.pdf to determine how the superseded data were derived.
 FH0121
 FH0121_MARKER: DB = BENCH MARK DISK
 FH0121_SETTING: 66 = SET IN ROCK OUTCROP
 FH0121_STAMPING: H 20 1931
 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     - 1931     MONUMENTED       CGS
 FH0121  HISTORY     - 1959     GOOD             CGS
 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 COAST AND 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DL0144 ***********************************************************************
 DL0144  DESIGNATION -  H 20 1 BOLT
 DL0144  PID         -  DL0144
 DL0144  STATE/COUNTY-  AR/UNION
 DL0144  COUNTRY     -  US
 DL0144  USGS QUAD   -  HUTTIG (2017)
 DL0144
 DL0144                         *CURRENT SURVEY CONTROL
 DL0144  ______________________________________________________________________
 DL0144* NAD 83(1986) POSITION- 33 03 39.54   (N) 092 09 30.21   (W)   HD_HELD1
 DL0144* NAVD 88 ORTHO HEIGHT -    24.59  (+/-2cm)       80.7   (feet) VERTCON3
 DL0144  ______________________________________________________________________
 DL0144  GEOID HEIGHT    -        -26.081 (meters)                     GEOID18
 DL0144  VERT ORDER      -  ? (See Below)
 DL0144
 DL0144.The horizontal coordinates were determined by differentially corrected
 DL0144.hand held GPS observations or other comparable positioning techniques
 DL0144.and have an estimated accuracy of +/- 3 meters.
 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
 DL0144.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0144.GEOID18 height accuracy estimate available here.
 DL0144
 DL0144.The vertical order pertains to the NGVD 29 superseded value.
 DL0144
 DL0144.Click photographs - Photos may exist for this station.
 DL0144
 DL0144;                    North         East    Units  Estimated Accuracy
 DL0144;SPC AR S     -   443,747.5     385,207.1     MT  (+/- 3 meters HH1 GPS) 
 DL0144
 DL0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS7856658362(NAD 83)
 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
 DL0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0144.See file dsdata.pdf to determine how the superseded data were derived.
 DL0144
 DL0144_MARKER: B = BOLT
 DL0144_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL0144_SP_SET: UNDERGROUND STONE
 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       USACE
 DL0144  HISTORY     - 1960     GOOD             CGS
 DL0144  HISTORY     - 1964     GOOD             CGS
 DL0144
 DL0144                          STATION DESCRIPTION
 DL0144
 DL0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0144'AT FELSENTHAL, IN SECTION 17, T19S, R10W, 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 COAST AND GEODETIC SURVEY 1964
 DL0144'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0145 ***********************************************************************
 DL0145  DESIGNATION -  H 20 2 BOLT
 DL0145  PID         -  DL0145
 DL0145  STATE/COUNTY-  AR/UNION
 DL0145  COUNTRY     -  US
 DL0145  USGS QUAD   -  HUTTIG (2017)
 DL0145
 DL0145                         *CURRENT SURVEY CONTROL
 DL0145  ______________________________________________________________________
 DL0145* NAD 83(1986) POSITION- 33 03 36.34   (N) 092 09 22.37   (W)   HD_HELD1
 DL0145* NAVD 88 ORTHO HEIGHT -    25.26  (+/-2cm)       82.9   (feet) VERTCON3
 DL0145  ______________________________________________________________________
 DL0145  GEOID HEIGHT    -        -26.080 (meters)                     GEOID18
 DL0145  VERT ORDER      -  ? (See Below)
 DL0145
 DL0145.The horizontal coordinates were determined by differentially corrected
 DL0145.hand held GPS observations or other comparable positioning techniques
 DL0145.and have an estimated accuracy of +/- 3 meters.
 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
 DL0145.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0145.GEOID18 height accuracy estimate available here.
 DL0145
 DL0145.The vertical order pertains to the NGVD 29 superseded value.
 DL0145
 DL0145.Click photographs - Photos may exist for this station.
 DL0145
 DL0145;                    North         East    Units  Estimated Accuracy
 DL0145;SPC AR S     -   443,648.6     385,410.3     MT  (+/- 3 meters HH1 GPS) 
 DL0145
 DL0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS7877058265(NAD 83)
 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
 DL0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0145.See file dsdata.pdf to determine how the superseded data were derived.
 DL0145
 DL0145_MARKER: B = BOLT
 DL0145_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL0145_SP_SET: UNDERGROUND STONE
 DL0145_STAMPING: H 20 2 1930
 DL0145_PROJECTION: RECESSED 91 CENTIMETERS
 DL0145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0145
 DL0145  HISTORY     - Date     Condition        Report By
 DL0145  HISTORY     - 1930     MONUMENTED       USACE
 DL0145  HISTORY     - 1934     GOOD             CGS
 DL0145
 DL0145                          STATION DESCRIPTION
 DL0145
 DL0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 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 = MARCH 20, 2026 22:17:28 EDT
 DL0148 ***********************************************************************
 DL0148  DESIGNATION -  H 20 3 BOLT
 DL0148  PID         -  DL0148
 DL0148  STATE/COUNTY-  AR/UNION
 DL0148  COUNTRY     -  US
 DL0148  USGS QUAD   -  HUTTIG (2017)
 DL0148
 DL0148                         *CURRENT SURVEY CONTROL
 DL0148  ______________________________________________________________________
 DL0148* NAD 83(1986) POSITION- 33 03 29.     (N) 092 07 46.     (W)   SCALED
 DL0148* NAVD 88 ORTHO HEIGHT -    19.74  (+/-2cm)       64.8   (feet) VERTCON3
 DL0148  ______________________________________________________________________
 DL0148  GEOID HEIGHT    -        -26.067 (meters)                     GEOID18
 DL0148  VERT ORDER      -  ? (See Below)
 DL0148
 DL0148.The horizontal coordinates were scaled from a 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
 DL0148.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0148.GEOID18 height accuracy estimate available here.
 DL0148
 DL0148.The vertical order pertains to the NGVD 29 superseded value.
 DL0148
 DL0148.Click photographs - Photos may exist for this station.
 DL0148
 DL0148;                    North         East    Units  Estimated Accuracy
 DL0148;SPC AR S     -   443,420.      387,910.      MT  (+/- 180 meters Scaled)
 DL0148
 DL0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS812580(NAD 83)
 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
 DL0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0148.See file dsdata.pdf to determine how the superseded data were derived.
 DL0148
 DL0148_MARKER: B = BOLT
 DL0148_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL0148_SP_SET: UNDERGROUND STONE
 DL0148_STAMPING: H 20 3 1930
 DL0148_PROJECTION: RECESSED 91 CENTIMETERS
 DL0148_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0148
 DL0148  HISTORY     - Date     Condition        Report By
 DL0148  HISTORY     - 1930     MONUMENTED       USACE
 DL0148  HISTORY     - 1934     GOOD             CGS
 DL0148
 DL0148                          STATION DESCRIPTION
 DL0148
 DL0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 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 = MARCH 20, 2026 22:17:28 EDT
 DL0149 ***********************************************************************
 DL0149  DESIGNATION -  H 20 4 BOLT
 DL0149  PID         -  DL0149
 DL0149  STATE/COUNTY-  AR/ASHLEY
 DL0149  COUNTRY     -  US
 DL0149  USGS QUAD   -  FELSENTHAL DAM (2017)
 DL0149
 DL0149                         *CURRENT SURVEY CONTROL
 DL0149  ______________________________________________________________________
 DL0149* NAD 83(1986) POSITION- 33 02 19.96   (N) 092 01 47.36   (W)   HD_HELD1
 DL0149* NAVD 88 ORTHO HEIGHT -    26.05  (+/-2cm)       85.5   (feet) VERTCON3
 DL0149  ______________________________________________________________________
 DL0149  GEOID HEIGHT    -        -26.024 (meters)                     GEOID18
 DL0149  VERT ORDER      -  ? (See Below)
 DL0149
 DL0149.The horizontal coordinates were determined by differentially corrected
 DL0149.hand held GPS observations or other comparable positioning techniques
 DL0149.and have an estimated accuracy of +/- 3 meters.
 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
 DL0149.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0149.GEOID18 height accuracy estimate available here.
 DL0149
 DL0149.The vertical order pertains to the NGVD 29 superseded value.
 DL0149
 DL0149.Click photographs - Photos may exist for this station.
 DL0149
 DL0149;                    North         East    Units  Estimated Accuracy
 DL0149;SPC AR S     -   441,284.7     397,214.1     MT  (+/- 3 meters HH1 GPS) 
 DL0149
 DL0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS9059156015(NAD 83)
 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
 DL0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0149.See file dsdata.pdf to determine how the superseded data were derived.
 DL0149
 DL0149_MARKER: B = BOLT
 DL0149_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL0149_SP_SET: UNDERGROUND STONE
 DL0149_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0149
 DL0149  HISTORY     - Date     Condition        Report By
 DL0149  HISTORY     - UNK      MONUMENTED       USACE
 DL0149  HISTORY     - 1934     GOOD             CGS
 DL0149
 DL0149                          STATION DESCRIPTION
 DL0149
 DL0149'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DL0151 ***********************************************************************
 DL0151  DESIGNATION -  H 20 5 BOLT
 DL0151  PID         -  DL0151
 DL0151  STATE/COUNTY-  AR/ASHLEY
 DL0151  COUNTRY     -  US
 DL0151  USGS QUAD   -  FELSENTHAL DAM (2017)
 DL0151
 DL0151                         *CURRENT SURVEY CONTROL
 DL0151  ______________________________________________________________________
 DL0151* NAD 83(1986) POSITION- 33 02 23.     (N) 092 01 52.     (W)   SCALED
 DL0151* NAVD 88 ORTHO HEIGHT -    26.49  (+/-2cm)       86.9   (feet) VERTCON3
 DL0151  ______________________________________________________________________
 DL0151  GEOID HEIGHT    -        -26.024 (meters)                     GEOID18
 DL0151  VERT ORDER      -  ? (See Below)
 DL0151
 DL0151.The horizontal coordinates were scaled from a 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
 DL0151.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0151.GEOID18 height accuracy estimate available here.
 DL0151
 DL0151.The vertical order pertains to the NGVD 29 superseded value.
 DL0151
 DL0151.Click photographs - Photos may exist for this station.
 DL0151
 DL0151;                    North         East    Units  Estimated Accuracy
 DL0151;SPC AR S     -   441,380.      397,090.      MT  (+/- 180 meters Scaled)
 DL0151
 DL0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS904561(NAD 83)
 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
 DL0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0151.See file dsdata.pdf to determine how the superseded data were derived.
 DL0151
 DL0151_MARKER: B = BOLT
 DL0151_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL0151_SP_SET: UNDERGROUND STONE
 DL0151_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0151
 DL0151  HISTORY     - Date     Condition        Report By
 DL0151  HISTORY     - UNK      MONUMENTED       USACE
 DL0151  HISTORY     - 1934     GOOD             CGS
 DL0151
 DL0151                          STATION DESCRIPTION
 DL0151
 DL0151'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DL0141 ***********************************************************************
 DL0141  DESIGNATION -  H 20 6 BOLT
 DL0141  PID         -  DL0141
 DL0141  STATE/COUNTY-  AR/UNION
 DL0141  COUNTRY     -  US
 DL0141  USGS QUAD   -  HUTTIG (2017)
 DL0141
 DL0141                         *CURRENT SURVEY CONTROL
 DL0141  ______________________________________________________________________
 DL0141* NAD 83(1986) POSITION- 33 01 57.73   (N) 092 10 47.94   (W)   HD_HELD1
 DL0141* NAVD 88 ORTHO HEIGHT -    31.68  (+/-2cm)      103.9   (feet) VERTCON3
 DL0141  ______________________________________________________________________
 DL0141  GEOID HEIGHT    -        -26.088 (meters)                     GEOID18
 DL0141  VERT ORDER      -  ? (See Below)
 DL0141
 DL0141.The horizontal coordinates were determined by differentially corrected
 DL0141.hand held GPS observations or other comparable positioning techniques
 DL0141.and have an estimated accuracy of +/- 3 meters.
 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
 DL0141.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0141.GEOID18 height accuracy estimate available here.
 DL0141
 DL0141.The vertical order pertains to the NGVD 29 superseded value.
 DL0141
 DL0141.Click photographs - Photos may exist for this station.
 DL0141
 DL0141;                    North         East    Units  Estimated Accuracy
 DL0141;SPC AR S     -   440,614.2     383,185.0     MT  (+/- 3 meters HH1 GPS) 
 DL0141
 DL0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS7657555211(NAD 83)
 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
 DL0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0141.See file dsdata.pdf to determine how the superseded data were derived.
 DL0141
 DL0141_MARKER: B = BOLT
 DL0141_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL0141_SP_SET: UNDERGROUND BOLT
 DL0141_PROJECTION: RECESSED 91 CENTIMETERS
 DL0141_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0141
 DL0141  HISTORY     - Date     Condition        Report By
 DL0141  HISTORY     - UNK      MONUMENTED       USACE
 DL0141  HISTORY     - 1934     GOOD             CGS
 DL0141  HISTORY     - 1962     POOR             USGS
 DL0141
 DL0141                          STATION DESCRIPTION
 DL0141
 DL0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 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 = MARCH 20, 2026 22:17:28 EDT
 DL0118 ***********************************************************************
 DL0118  DESIGNATION -  H 200
 DL0118  PID         -  DL0118
 DL0118  STATE/COUNTY-  AR/UNION
 DL0118  COUNTRY     -  US
 DL0118  USGS QUAD   -  NEW UNION (2017)
 DL0118
 DL0118                         *CURRENT SURVEY CONTROL
 DL0118  ______________________________________________________________________
 DL0118* NAD 83(1986) POSITION- 33 08 43.     (N) 092 13 37.     (W)   SCALED
 DL0118* NAVD 88 ORTHO HEIGHT -    28.679 (meters)       94.09  (feet) ADJUSTED
 DL0118  ______________________________________________________________________
 DL0118  GEOID HEIGHT    -        -26.122 (meters)                     GEOID18
 DL0118  DYNAMIC HEIGHT  -         28.648 (meters)       93.99  (feet) COMP
 DL0118  MODELED GRAVITY -    979,565.2   (mgal)                       NAVD 88
 DL0118
 DL0118  VERT ORDER      -  FIRST     CLASS II
 DL0118
 DL0118.The horizontal coordinates were scaled from a map and have
 DL0118.an estimated accuracy of +/- 6 seconds.
 DL0118
 DL0118.The orthometric height was determined by differential leveling and
 DL0118.adjusted by the NATIONAL GEODETIC SURVEY
 DL0118.in June 1991.
 DL0118
 DL0118.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0118.GEOID18 height accuracy estimate available here.
 DL0118
 DL0118.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS720676(NAD 83)
 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
 DL0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0118.See file dsdata.pdf to determine how the superseded data were derived.
 DL0118
 DL0118_MARKER: DB = BENCH MARK DISK
 DL0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0118_STAMPING: H 200 1960
 DL0118_MARK LOGO: CGS
 DL0118_PROJECTION: PROJECTING 15 CENTIMETERS
 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             CGS
 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DL0255 ***********************************************************************
 DL0255  DESIGNATION -  H 201
 DL0255  PID         -  DL0255
 DL0255  STATE/COUNTY-  AR/UNION
 DL0255  COUNTRY     -  US
 DL0255  USGS QUAD   -  EL DORADO EAST (2017)
 DL0255
 DL0255                         *CURRENT SURVEY CONTROL
 DL0255  ______________________________________________________________________
 DL0255* NAD 83(1986) POSITION- 33 14 06.     (N) 092 31 22.     (W)   SCALED
 DL0255* NAVD 88 ORTHO HEIGHT -    51.689 (meters)      169.58  (feet) ADJUSTED
 DL0255  ______________________________________________________________________
 DL0255  GEOID HEIGHT    -        -26.257 (meters)                     GEOID18
 DL0255  DYNAMIC HEIGHT  -         51.633 (meters)      169.40  (feet) COMP
 DL0255  MODELED GRAVITY -    979,565.8   (mgal)                       NAVD 88
 DL0255
 DL0255  VERT ORDER      -  FIRST     CLASS II
 DL0255
 DL0255.The horizontal coordinates were scaled from a map and have
 DL0255.an estimated accuracy of +/- 6 seconds.
 DL0255
 DL0255.The orthometric height was determined by differential leveling and
 DL0255.adjusted by the NATIONAL GEODETIC SURVEY
 DL0255.in June 1991.
 DL0255
 DL0255.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0255.GEOID18 height accuracy estimate available here.
 DL0255
 DL0255.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS444774(NAD 83)
 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
 DL0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0255.See file dsdata.pdf to determine how the superseded data were derived.
 DL0255
 DL0255_MARKER: DB = BENCH MARK DISK
 DL0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0255_STAMPING: H 201 1960
 DL0255_MARK LOGO: CGS
 DL0255_PROJECTION: PROJECTING 10 CENTIMETERS
 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             CGS
 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DL0544 ***********************************************************************
 DL0544  DESIGNATION -  H 202
 DL0544  PID         -  DL0544
 DL0544  STATE/COUNTY-  AR/COLUMBIA
 DL0544  COUNTRY     -  US
 DL0544  USGS QUAD   -  WALDO (2017)
 DL0544
 DL0544                         *CURRENT SURVEY CONTROL
 DL0544  ______________________________________________________________________
 DL0544* NAD 83(1986) POSITION- 33 21 08.     (N) 093 17 48.     (W)   SCALED
 DL0544* NAVD 88 ORTHO HEIGHT -   107.968 (meters)      354.23  (feet) ADJUSTED
 DL0544  ______________________________________________________________________
 DL0544  GEOID HEIGHT    -        -26.542 (meters)                     GEOID18
 DL0544  DYNAMIC HEIGHT  -        107.853 (meters)      353.85  (feet) COMP
 DL0544  MODELED GRAVITY -    979,566.7   (mgal)                       NAVD 88
 DL0544
 DL0544  VERT ORDER      -  FIRST     CLASS II
 DL0544
 DL0544.The horizontal coordinates were scaled from a map and have
 DL0544.an estimated accuracy of +/- 6 seconds.
 DL0544
 DL0544.The orthometric height was determined by differential leveling and
 DL0544.adjusted by the NATIONAL GEODETIC SURVEY
 DL0544.in June 1991.
 DL0544
 DL0544.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0544.GEOID18 height accuracy estimate available here.
 DL0544
 DL0544.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS723903(NAD 83)
 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
 DL0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0544.See file dsdata.pdf to determine how the superseded data were derived.
 DL0544
 DL0544_MARKER: DB = BENCH MARK DISK
 DL0544_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 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             CGS
 DL0544  HISTORY     - 20240806 MARK NOT FOUND   ARHD
 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 COAST AND GEODETIC SURVEY 1963
 DL0544'RECOVERED IN GOOD CONDITION.
 DL0544
 DL0544                          STATION RECOVERY (2024)
 DL0544
 DL0544'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (SCW)
 DL0544'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0764 ***********************************************************************
 DL0764  DESIGNATION -  H 203
 DL0764  PID         -  DL0764
 DL0764  STATE/COUNTY-  AR/LAFAYETTE
 DL0764  COUNTRY     -  US
 DL0764  USGS QUAD   -  LEWISVILLE (2017)
 DL0764
 DL0764                         *CURRENT SURVEY CONTROL
 DL0764  ______________________________________________________________________
 DL0764* NAD 83(1986) POSITION- 33 19 14.     (N) 093 35 54.     (W)   SCALED
 DL0764* NAVD 88 ORTHO HEIGHT -    82.373 (meters)      270.25  (feet) ADJUSTED
 DL0764  ______________________________________________________________________
 DL0764  GEOID HEIGHT    -        -26.691 (meters)                     GEOID18
 DL0764  DYNAMIC HEIGHT  -         82.285 (meters)      269.96  (feet) COMP
 DL0764  MODELED GRAVITY -    979,565.7   (mgal)                       NAVD 88
 DL0764
 DL0764  VERT ORDER      -  FIRST     CLASS II
 DL0764
 DL0764.The horizontal coordinates were scaled from a map and have
 DL0764.an estimated accuracy of +/- 6 seconds.
 DL0764
 DL0764.The orthometric height was determined by differential leveling and
 DL0764.adjusted by the NATIONAL GEODETIC SURVEY
 DL0764.in June 1991.
 DL0764
 DL0764.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0764.GEOID18 height accuracy estimate available here.
 DL0764
 DL0764.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS443869(NAD 83)
 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
 DL0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0764.See file dsdata.pdf to determine how the superseded data were derived.
 DL0764
 DL0764_MARKER: DB = BENCH MARK DISK
 DL0764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0764_STAMPING: H 203 1960
 DL0764_MARK LOGO: CGS
 DL0764_PROJECTION: PROJECTING 15 CENTIMETERS
 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             CGS
 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 COAST AND GEODETIC SURVEY 1963
 DL0764'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0510 ***********************************************************************
 DL0510  DESIGNATION -  H 204
 DL0510  PID         -  DL0510
 DL0510  STATE/COUNTY-  AR/OUACHITA
 DL0510  COUNTRY     -  US
 DL0510  USGS QUAD   -  STEPHENS (2017)
 DL0510
 DL0510                         *CURRENT SURVEY CONTROL
 DL0510  ______________________________________________________________________
 DL0510* NAD 83(1986) POSITION- 33 28 28.     (N) 093 00 17.     (W)   SCALED
 DL0510* NAVD 88 ORTHO HEIGHT -    79.764 (meters)      261.69  (feet) ADJUSTED
 DL0510  ______________________________________________________________________
 DL0510  GEOID HEIGHT    -        -26.368 (meters)                     GEOID18
 DL0510  DYNAMIC HEIGHT  -         79.681 (meters)      261.42  (feet) COMP
 DL0510  MODELED GRAVITY -    979,588.9   (mgal)                       NAVD 88
 DL0510
 DL0510  VERT ORDER      -  FIRST     CLASS II
 DL0510
 DL0510.The horizontal coordinates were scaled from a map and have
 DL0510.an estimated accuracy of +/- 6 seconds.
 DL0510
 DL0510.The orthometric height was determined by differential leveling and
 DL0510.adjusted by the NATIONAL GEODETIC SURVEY
 DL0510.in June 1991.
 DL0510
 DL0510.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0510.GEOID18 height accuracy estimate available here.
 DL0510
 DL0510.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT995038(NAD 83)
 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
 DL0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0510.See file dsdata.pdf to determine how the superseded data were derived.
 DL0510
 DL0510_MARKER: DB = BENCH MARK DISK
 DL0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0510_STAMPING: H 204 1960
 DL0510_MARK LOGO: CGS
 DL0510_PROJECTION: PROJECTING 15 CENTIMETERS
 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             CGS
 DL0510  HISTORY     - 20110921 MARK NOT FOUND   ARHD
 DL0510  HISTORY     - 20130417 MARK NOT FOUND   ARHD
 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 COAST AND GEODETIC SURVEY 1964
 DL0510'RECOVERED IN GOOD CONDITION.
 DL0510
 DL0510                          STATION RECOVERY (2011)
 DL0510
 DL0510'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (AMC)
 DL0510'MARK NOT FOUND.
 DL0510
 DL0510                          STATION RECOVERY (2013)
 DL0510
 DL0510'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (JDH)
 DL0510'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0661 ***********************************************************************
 DL0661  DESIGNATION -  H 205
 DL0661  PID         -  DL0661
 DL0661  STATE/COUNTY-  AR/COLUMBIA
 DL0661  COUNTRY     -  US
 DL0661  USGS QUAD   -  EMERSON (2017)
 DL0661
 DL0661                         *CURRENT SURVEY CONTROL
 DL0661  ______________________________________________________________________
 DL0661* NAD 83(1986) POSITION- 33 05 50.4    (N) 093 11 55.8    (W)   HD_HELD2
 DL0661* NAVD 88 ORTHO HEIGHT -    99.860 (meters)      327.62  (feet) ADJUSTED
 DL0661  ______________________________________________________________________
 DL0661  GEOID HEIGHT    -        -26.266 (meters)                     GEOID18
 DL0661  DYNAMIC HEIGHT  -         99.751 (meters)      327.27  (feet) COMP
 DL0661  MODELED GRAVITY -    979,547.8   (mgal)                       NAVD 88
 DL0661
 DL0661  VERT ORDER      -  SECOND    CLASS 0
 DL0661
 DL0661.The horizontal coordinates were established by autonomous hand held GPS
 DL0661.observations and have an estimated accuracy of +/- 10 meters.
 DL0661
 DL0661.The orthometric height was determined by differential leveling and
 DL0661.adjusted by the NATIONAL GEODETIC SURVEY
 DL0661.in June 1991.
 DL0661
 DL0661.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0661.GEOID18 height accuracy estimate available here.
 DL0661
 DL0661.Click photographs - Photos may exist for this station.
 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     -   448,423.      288,085.      MT  (+/- 10 meters HH2 GPS)
 DL0661
 DL0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS8144662094(NAD 83)
 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
 DL0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0661.See file dsdata.pdf to determine how the superseded data were derived.
 DL0661
 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             CGS
 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 COAST AND GEODETIC SURVEY 1963
 DL0661'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1531 ***********************************************************************
 FF1531  DESIGNATION -  H 206
 FF1531  PID         -  FF1531
 FF1531  STATE/COUNTY-  AR/WHITE
 FF1531  COUNTRY     -  US
 FF1531  USGS QUAD   -  GARNER (2017)
 FF1531
 FF1531                         *CURRENT SURVEY CONTROL
 FF1531  ______________________________________________________________________
 FF1531* NAD 83(1986) POSITION- 35 14 58.     (N) 091 49 34.     (W)   SCALED
 FF1531* NAVD 88 ORTHO HEIGHT -    93.105 (meters)      305.46  (feet) ADJUSTED
 FF1531  ______________________________________________________________________
 FF1531  GEOID HEIGHT    -        -27.406 (meters)                     GEOID18
 FF1531  DYNAMIC HEIGHT  -         93.020 (meters)      305.18  (feet) COMP
 FF1531  MODELED GRAVITY -    979,727.5   (mgal)                       NAVD 88
 FF1531
 FF1531  VERT ORDER      -  SECOND    CLASS I
 FF1531
 FF1531.The horizontal coordinates were scaled from a map and have
 FF1531.an estimated accuracy of +/- 6 seconds.
 FF1531
 FF1531.The orthometric height was determined by differential leveling and
 FF1531.adjusted by the NATIONAL GEODETIC SURVEY
 FF1531.in June 1991.
 FF1531
 FF1531.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1531.GEOID18 height accuracy estimate available here.
 FF1531
 FF1531.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV067013(NAD 83)
 FF1531
 FF1531                          SUPERSEDED SURVEY CONTROL
 FF1531
 FF1531  NGVD 29 (11/26/84)   93.053  (m)          305.29   (f) ADJUSTED    2 0
 FF1531
 FF1531.Superseded values are not recommended for survey control.
 FF1531
 FF1531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1531.See file dsdata.pdf to determine how the superseded data were derived.
 FF1531
 FF1531_MARKER: DB = BENCH MARK DISK
 FF1531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1531_STAMPING: H 206 1962
 FF1531_MARK LOGO: CGS
 FF1531_PROJECTION: FLUSH
 FF1531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1531+STABILITY: SURFACE MOTION
 FF1531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1531+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2018
 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  HISTORY     - 20180820 GOOD             ARHD
 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.
 FF1531
 FF1531                          STATION RECOVERY (2018)
 FF1531
 FF1531'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (BAB)
 FF1531'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0250 ***********************************************************************
 FG0250  DESIGNATION -  H 207
 FG0250  PID         -  FG0250
 FG0250  STATE/COUNTY-  AR/CLEBURNE
 FG0250  COUNTRY     -  US
 FG0250  USGS QUAD   -  BARNEY (2017)
 FG0250
 FG0250                         *CURRENT SURVEY CONTROL
 FG0250  ______________________________________________________________________
 FG0250* NAD 83(1986) POSITION- 35 22 19.     (N) 092 09 55.     (W)   SCALED
 FG0250* NAVD 88 ORTHO HEIGHT -   235.630 (meters)      773.06  (feet) ADJUSTED
 FG0250  ______________________________________________________________________
 FG0250  GEOID HEIGHT    -        -27.652 (meters)                     GEOID18
 FG0250  DYNAMIC HEIGHT  -        235.410 (meters)      772.34  (feet) COMP
 FG0250  MODELED GRAVITY -    979,697.3   (mgal)                       NAVD 88
 FG0250
 FG0250  VERT ORDER      -  SECOND    CLASS 0
 FG0250
 FG0250.The horizontal coordinates were scaled from a map and have
 FG0250.an estimated accuracy of +/- 6 seconds.
 FG0250
 FG0250.The orthometric height was determined by differential leveling and
 FG0250.adjusted by the NATIONAL GEODETIC SURVEY
 FG0250.in June 1991.
 FG0250
 FG0250.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0250.GEOID18 height accuracy estimate available here.
 FG0250
 FG0250.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV758146(NAD 83)
 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
 FG0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0250.See file dsdata.pdf to determine how the superseded data were derived.
 FG0250
 FG0250_MARKER: DB = BENCH MARK DISK
 FG0250_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FG0250_SP_SET: CULVERT HEADWALL
 FG0250_STAMPING: H 207 1962
 FG0250_MARK LOGO: CGS
 FG0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0250+STABILITY: SURFACE MOTION
 FG0250
 FG0250  HISTORY     - Date     Condition        Report By
 FG0250  HISTORY     - 1962     MONUMENTED       CGS
 FG0250  HISTORY     - 1967     GOOD             CGS
 FG0250
 FG0250                          STATION DESCRIPTION
 FG0250
 FG0250'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG0144 ***********************************************************************
 FG0144  DESIGNATION -  H 208
 FG0144  PID         -  FG0144
 FG0144  STATE/COUNTY-  AR/FAULKNER
 FG0144  COUNTRY     -  US
 FG0144  USGS QUAD   -  MOUNT VERNON (2017)
 FG0144
 FG0144                         *CURRENT SURVEY CONTROL
 FG0144  ______________________________________________________________________
 FG0144* NAD 83(1986) POSITION- 35 14 11.     (N) 092 07 26.     (W)   SCALED
 FG0144* NAVD 88 ORTHO HEIGHT -   154.907 (meters)      508.22  (feet) ADJUSTED
 FG0144  ______________________________________________________________________
 FG0144  GEOID HEIGHT    -        -27.640 (meters)                     GEOID18
 FG0144  DYNAMIC HEIGHT  -        154.763 (meters)      507.75  (feet) COMP
 FG0144  MODELED GRAVITY -    979,702.3   (mgal)                       NAVD 88
 FG0144
 FG0144  VERT ORDER      -  SECOND    CLASS 0
 FG0144
 FG0144.The horizontal coordinates were scaled from a map and have
 FG0144.an estimated accuracy of +/- 6 seconds.
 FG0144
 FG0144.The orthometric height was determined by differential leveling and
 FG0144.adjusted by the NATIONAL GEODETIC SURVEY
 FG0144.in June 1991.
 FG0144
 FG0144.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0144.GEOID18 height accuracy estimate available here.
 FG0144
 FG0144.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU797996(NAD 83)
 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
 FG0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0144.See file dsdata.pdf to determine how the superseded data were derived.
 FG0144
 FG0144_MARKER: DB = BENCH MARK DISK
 FG0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0144_STAMPING: H 208 1962
 FG0144_MARK LOGO: CGS
 FG0144_PROJECTION: PROJECTING 10 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EK0015 ***********************************************************************
 EK0015  DESIGNATION -  H 21
 EK0015  PID         -  EK0015
 EK0015  STATE/COUNTY-  AR/POLK
 EK0015  COUNTRY     -  US
 EK0015  USGS QUAD   -  ACORN (2017)
 EK0015
 EK0015                         *CURRENT SURVEY CONTROL
 EK0015  ______________________________________________________________________
 EK0015* NAD 83(1986) POSITION- 34 38 27.     (N) 094 12 13.     (W)   SCALED
 EK0015* NAVD 88 ORTHO HEIGHT -   331.909 (meters)     1088.94  (feet) ADJUSTED
 EK0015  ______________________________________________________________________
 EK0015  GEOID HEIGHT    -        -30.279 (meters)                     GEOID18
 EK0015  DYNAMIC HEIGHT  -        331.552 (meters)     1087.77  (feet) COMP
 EK0015  MODELED GRAVITY -    979,548.6   (mgal)                       NAVD 88
 EK0015
 EK0015  VERT ORDER      -  FIRST     CLASS II
 EK0015
 EK0015.The horizontal coordinates were scaled from a map and have
 EK0015.an estimated accuracy of +/- 6 seconds.
 EK0015
 EK0015.The orthometric height was determined by differential leveling and
 EK0015.adjusted by the NATIONAL GEODETIC SURVEY
 EK0015.in June 1991.
 EK0015
 EK0015.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0015.GEOID18 height accuracy estimate available here.
 EK0015
 EK0015.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU896338(NAD 83)
 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
 EK0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0015.See file dsdata.pdf to determine how the superseded data were derived.
 EK0015
 EK0015_MARKER: DB = BENCH MARK DISK
 EK0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0015_STAMPING: H 21 1932
 EK0015_MARK LOGO: CGS
 EK0015_PROJECTION: FLUSH
 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             CGS
 EK0015  HISTORY     - 1961     MARK NOT FOUND   CGS
 EK0015  HISTORY     - 1985     MARK NOT FOUND   NGS
 EK0015  HISTORY     - 20070621 MARK NOT FOUND   ARHD
 EK0015
 EK0015                          STATION DESCRIPTION
 EK0015
 EK0015'DESCRIBED BY COAST AND 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 COAST AND 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.
 EK0015
 EK0015                          STATION RECOVERY (2007)
 EK0015
 EK0015'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2007 (WDA)
 EK0015'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0238 ***********************************************************************
 FG0238  DESIGNATION -  H 210
 FG0238  PID         -  FG0238
 FG0238  STATE/COUNTY-  AR/VAN BUREN
 FG0238  COUNTRY     -  US
 FG0238  USGS QUAD   -  BEE BRANCH (2017)
 FG0238
 FG0238                         *CURRENT SURVEY CONTROL
 FG0238  ______________________________________________________________________
 FG0238* NAD 83(1986) POSITION- 35 23 19.47   (N) 092 22 29.01   (W)   HD_HELD1
 FG0238* NAVD 88 ORTHO HEIGHT -   215.631 (meters)      707.45  (feet) ADJUSTED
 FG0238  ______________________________________________________________________
 FG0238  GEOID HEIGHT    -        -27.916 (meters)                     GEOID18
 FG0238  DYNAMIC HEIGHT  -        215.431 (meters)      706.79  (feet) COMP
 FG0238  MODELED GRAVITY -    979,703.1   (mgal)                       NAVD 88
 FG0238
 FG0238  VERT ORDER      -  SECOND    CLASS 0
 FG0238
 FG0238.The horizontal coordinates were determined by differentially corrected
 FG0238.hand held GPS observations or other comparable positioning techniques
 FG0238.and have an estimated accuracy of +/- 3 meters.
 FG0238
 FG0238.The orthometric height was determined by differential leveling and
 FG0238.adjusted by the NATIONAL GEODETIC SURVEY
 FG0238.in June 1991.
 FG0238
 FG0238.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0238.GEOID18 height accuracy estimate available here.
 FG0238
 FG0238.Click photographs - Photos may exist for this station.
 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     -   117,153.1     365,956.7     MT  (+/- 3 meters HH1 GPS) 
 FG0238
 FG0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV5678616333(NAD 83)
 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
 FG0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0238.See file dsdata.pdf to determine how the superseded data were derived.
 FG0238
 FG0238_MARKER: DB = BENCH MARK DISK
 FG0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0238_STAMPING: H 210 1962
 FG0238_MARK LOGO: CGS
 FG0238_PROJECTION: PROJECTING 13 CENTIMETERS
 FG0238_MAGNETIC: N = NO MAGNETIC MATERIAL
 FG0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0238+STABILITY: SURFACE MOTION
 FG0238_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG0238+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2015
 FG0238
 FG0238  HISTORY     - Date     Condition        Report By
 FG0238  HISTORY     - 1962     MONUMENTED       CGS
 FG0238  HISTORY     - 1967     GOOD             CGS
 FG0238  HISTORY     - 20091217 GOOD             ARHD
 FG0238  HISTORY     - 20120222 GOOD             ARHD
 FG0238  HISTORY     - 20150827 GOOD             ARHD
 FG0238
 FG0238                          STATION DESCRIPTION
 FG0238
 FG0238'DESCRIBED BY COAST AND 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.
 FG0238
 FG0238                          STATION RECOVERY (2009)
 FG0238
 FG0238'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2009 (VJB)
 FG0238'RECOVERED IN GOOD CONDITION.
 FG0238
 FG0238                          STATION RECOVERY (2012)
 FG0238
 FG0238'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (AMC)
 FG0238'RECOVERED IN GOOD CONDITION.
 FG0238
 FG0238                          STATION RECOVERY (2015)
 FG0238
 FG0238'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 FG0238'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FE1898 ***********************************************************************
 FE1898  DESIGNATION -  H 213
 FE1898  PID         -  FE1898
 FE1898  STATE/COUNTY-  AR/MISSISSIPPI
 FE1898  COUNTRY     -  US
 FE1898  USGS QUAD   -  CHIC (2019)
 FE1898
 FE1898                         *CURRENT SURVEY CONTROL
 FE1898  ______________________________________________________________________
 FE1898* NAD 83(1997) POSITION- 35 57 24.06786(N) 089 43 07.81220(W)   ADJUSTED
 FE1898* NAVD 88 ORTHO HEIGHT -    85.740 (meters)      281.30  (feet) ADJUSTED
 FE1898  ______________________________________________________________________
 FE1898  GEOID HEIGHT    -        -28.129 (meters)                     GEOID18
 FE1898  LAPLACE CORR    -          0.16  (seconds)                    DEFLEC18
 FE1898  DYNAMIC HEIGHT  -         85.668 (meters)      281.06  (feet) COMP
 FE1898  MODELED GRAVITY -    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 and
 FE1898.adjusted by the NATIONAL GEODETIC SURVEY
 FE1898.in June 1991.
 FE1898
 FE1898.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE1898.GEOID18 height accuracy estimate available here.
 FE1898
 FE1898.Click photographs - Photos may exist for this station.
 FE1898
 FE1898.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999096  x   0.99995700  =   0.99994796
 FE1898!UTM  16      -   0.99999096  x   1.00034093  =   1.00033188
 FE1898
 FE1898_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5479482561(NAD 83)
 FE1898
 FE1898                          SUPERSEDED SURVEY CONTROL
 FE1898
 FE1898  NAD 83(1995)-  35 57 24.06847(N)    089 43 07.81220(W) AD(       ) 2
 FE1898  NAD 83(1990)-  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              85.67   (m)          281.1    (f) LEVELING    3  
 FE1898  NGVD 29 (11/26/84)   85.666  (m)          281.06   (f) ADJUSTED    1 1
 FE1898
 FE1898.Superseded values are not recommended for survey control.
 FE1898
 FE1898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1898.See file dsdata.pdf to determine how the superseded data were derived.
 FE1898
 FE1898_MARKER: DV = VERTICAL CONTROL DISK
 FE1898_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FE1898+WITH SETTING: INTO GROUND
 FE1898_STAMPING: H 213 1976
 FE1898_MARK LOGO: NGS
 FE1898_MAGNETIC: I = MARKER IS A STEEL ROD
 FE1898_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FE1864 ***********************************************************************
 FE1864  HT_MOD      -  This is a Height Modernization Survey Station.
 FE1864  DESIGNATION -  H 214
 FE1864  PID         -  FE1864
 FE1864  STATE/COUNTY-  AR/MISSISSIPPI
 FE1864  COUNTRY     -  US
 FE1864  USGS QUAD   -  OSCEOLA (2017)
 FE1864
 FE1864                         *CURRENT SURVEY CONTROL
 FE1864  ______________________________________________________________________
 FE1864* NAD 83(2011) POSITION- 35 44 14.27499(N) 089 57 28.54245(W)   ADJUSTED
 FE1864* NAD 83(2011) ELLIP HT-    53.679 (meters)        (06/27/12)   ADJUSTED
 FE1864* NAD 83(2011) EPOCH   -  2010.00
 FE1864* NAVD 88 ORTHO HEIGHT -    81.43  (meters)      267.2   (feet) GPS OBS
 FE1864  ______________________________________________________________________
 FE1864  NAVD 88 orthometric height was determined with geoid model    GEOID03
 FE1864  GEOID HEIGHT    -        -27.704 (meters)                     GEOID03
 FE1864  GEOID HEIGHT    -        -27.740 (meters)                     GEOID18
 FE1864  NAD 83(2011) X  -      3,805.898 (meters)                     COMP
 FE1864  NAD 83(2011) Y  - -5,183,119.857 (meters)                     COMP
 FE1864  NAD 83(2011) Z  -  3,704,602.246 (meters)                     COMP
 FE1864  LAPLACE CORR    -          0.72  (seconds)                    DEFLEC18
 FE1864
 FE1864  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FE1864  Standards:
 FE1864         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FE1864            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FE1864  -------------------------------------------------------------------
 FE1864  NETWORK    1.93   2.49           0.86   0.70   1.27     -0.06987134
 FE1864  -------------------------------------------------------------------
 FE1864  Click here for local accuracies and other accuracy information.
 FE1864
 FE1864.The horizontal coordinates were established by GPS observations
 FE1864.and adjusted by the National Geodetic Survey in June 2012.
 FE1864
 FE1864.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FE1864.been affixed to the stable North American tectonic plate. See 
 FE1864.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FE1864
 FE1864.The horizontal coordinates are valid at the epoch date displayed above
 FE1864.which is a decimal equivalence of Year/Month/Day.
 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.
 FE1864
 FE1864.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE1864.GEOID18 height accuracy estimate available here.
 FE1864
 FE1864.Click photographs - Photos may exist for this station.
 FE1864
 FE1864.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE1864
 FE1864.The Laplace correction was computed from DEFLEC18 derived deflections.
 FE1864
 FE1864.The ellipsoidal height was determined by GPS observations
 FE1864.and is referenced to NAD 83.
 FE1864
 FE1864. The following values were computed from the NAD 83(2011) position.
 FE1864
 FE1864;                    North         East     Units Scale Factor Converg.
 FE1864;SPC AR N     -   157,674.027   584,704.989   MT  0.99993949   +1 11 17.8
 FE1864;SPC AR N     -   517,302.20  1,918,319.62   sFT  0.99993949   +1 11 17.8
 FE1864;UTM  16      - 3,958,846.878   232,489.517   MT  1.00048192   -1 43 43.2
 FE1864;UTM  15      - 3,959,079.883   775,122.511   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  =   0.99993107
 FE1864!UTM  16      -   0.99999157  x   1.00048192  =   1.00047349
 FE1864!UTM  15      -   0.99999157  x   1.00053283  =   1.00052440
 FE1864
 FE1864_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3248958846(NAD 83)
 FE1864
 FE1864                          SUPERSEDED SURVEY CONTROL
 FE1864
 FE1864  NAD 83(2007)-  35 44 14.27504(N)    089 57 28.54342(W) AD(2002.00) 0
 FE1864  ELLIP H (02/10/07)   53.704  (m)                       GP(2002.00)    
 FE1864  NAD 83(1997)-  35 44 14.27461(N)    089 57 28.54366(W) AD(       ) 1
 FE1864  ELLIP H (05/31/05)   53.711  (m)                       GP(       ) 4 2
 FE1864  NAVD 88 (06/15/91)   81.469  (m)          267.29   (f) ADJUSTED    1 1
 FE1864  NGVD 29 (11/26/84)   81.420  (m)          267.13   (f) ADJUSTED    1 1
 FE1864
 FE1864.Superseded values are not recommended for survey control.
 FE1864
 FE1864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1864.See file dsdata.pdf to determine how the superseded data were derived.
 FE1864
 FE1864_MARKER: DV = VERTICAL CONTROL DISK
 FE1864_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FE1864+WITH SETTING: INTO GROUND
 FE1864_STAMPING: H 214 1976
 FE1864_MARK LOGO: NGS
 FE1864_MAGNETIC: I = MARKER IS A STEEL ROD
 FE1864_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1864_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1864+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2008
 FE1864
 FE1864  HISTORY     - Date     Condition        Report By
 FE1864  HISTORY     - 1976     MONUMENTED       NGS
 FE1864  HISTORY     - 20020729 GOOD             USACE
 FE1864  HISTORY     - 20030717 GOOD             EMCINC
 FE1864  HISTORY     - 20080625 GOOD             USACE
 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.
 FE1864
 FE1864                          STATION RECOVERY (2008)
 FE1864
 FE1864'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2008 (DLB)
 FE1864'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FE1885 ***********************************************************************
 FE1885  DESIGNATION -  H 215
 FE1885  PID         -  FE1885
 FE1885  STATE/COUNTY-  AR/MISSISSIPPI
 FE1885  COUNTRY     -  US
 FE1885  USGS QUAD   -  NODENA (2017)
 FE1885
 FE1885                         *CURRENT SURVEY CONTROL
 FE1885  ______________________________________________________________________
 FE1885* NAD 83(1986) POSITION- 35 32 03.     (N) 089 55 02.     (W)   SCALED
 FE1885* NAVD 88 ORTHO HEIGHT -    73.265 (meters)      240.37  (feet) ADJUSTED
 FE1885  ______________________________________________________________________
 FE1885  GEOID HEIGHT    -        -27.437 (meters)                     GEOID18
 FE1885  DYNAMIC HEIGHT  -         73.201 (meters)      240.16  (feet) COMP
 FE1885  MODELED GRAVITY -    979,766.2   (mgal)                       NAVD 88
 FE1885
 FE1885  VERT ORDER      -  FIRST     CLASS I
 FE1885
 FE1885.The horizontal coordinates were scaled from a map and have
 FE1885.an estimated accuracy of +/- 6 seconds.
 FE1885
 FE1885.The orthometric height was determined by differential leveling and
 FE1885.adjusted by the NATIONAL GEODETIC SURVEY
 FE1885.in June 1991.
 FE1885
 FE1885.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE1885.GEOID18 height accuracy estimate available here.
 FE1885
 FE1885.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE355361(NAD 83)
 FE1885
 FE1885                          SUPERSEDED SURVEY CONTROL
 FE1885
 FE1885  NGVD 29 (11/26/84)   73.234  (m)          240.27   (f) ADJUSTED    1 1
 FE1885
 FE1885.Superseded values are not recommended for survey control.
 FE1885
 FE1885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1885.See file dsdata.pdf to determine how the superseded data were derived.
 FE1885
 FE1885_MARKER: DV = VERTICAL CONTROL DISK
 FE1885_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FE1885+WITH SETTING: INTO GROUND
 FE1885_STAMPING: H 215 1976
 FE1885_MARK LOGO: NGS
 FE1885_MAGNETIC: I = MARKER IS A STEEL ROD
 FE1885_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH0762 ***********************************************************************
 EH0762  DESIGNATION -  H 216
 EH0762  PID         -  EH0762
 EH0762  STATE/COUNTY-  AR/DESHA
 EH0762  COUNTRY     -  US
 EH0762  USGS QUAD   -  LACONIA (2017)
 EH0762
 EH0762                         *CURRENT SURVEY CONTROL
 EH0762  ______________________________________________________________________
 EH0762* NAD 83(1986) POSITION- 34 05 40.     (N) 090 55 40.     (W)   SCALED
 EH0762* NAVD 88 ORTHO HEIGHT -    49.130 (meters)      161.19  (feet) ADJUSTED
 EH0762  ______________________________________________________________________
 EH0762  GEOID HEIGHT    -        -26.597 (meters)                     GEOID18
 EH0762  DYNAMIC HEIGHT  -         49.081 (meters)      161.03  (feet) COMP
 EH0762  MODELED GRAVITY -    979,642.8   (mgal)                       NAVD 88
 EH0762
 EH0762  VERT ORDER      -  FIRST     CLASS II
 EH0762
 EH0762.The horizontal coordinates were scaled from a map and have
 EH0762.an estimated accuracy of +/- 6 seconds.
 EH0762
 EH0762.The orthometric height was determined by differential leveling and
 EH0762.adjusted by the NATIONAL GEODETIC SURVEY
 EH0762.in September 2022.
 EH0762
 EH0762.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0762.GEOID18 height accuracy estimate available here.
 EH0762
 EH0762.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT911745(NAD 83)
 EH0762
 EH0762                          SUPERSEDED SURVEY CONTROL
 EH0762
 EH0762  NAVD 88 (06/15/91)   49.131  (m)          161.19   (f) SUPERSEDED  1 2
 EH0762  NGVD 29 (11/26/84)   49.181  (m)          161.35   (f) ADJUSTED    1 2
 EH0762
 EH0762.Superseded values are not recommended for survey control.
 EH0762
 EH0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0762.See file dsdata.pdf to determine how the superseded data were derived.
 EH0762
 EH0762_MARKER: DV = VERTICAL CONTROL DISK
 EH0762_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH0762_STAMPING: H 216 1976
 EH0762_MARK LOGO: NGS
 EH0762_PROJECTION: PROJECTING 2 CENTIMETERS
 EH0762_MAGNETIC: I = MARKER IS A STEEL ROD
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1073 ***********************************************************************
 FF1073  DESIGNATION -  H 217
 FF1073  PID         -  FF1073
 FF1073  STATE/COUNTY-  AR/CRITTENDEN
 FF1073  COUNTRY     -  US
 FF1073  USGS QUAD   -  NORTHWEST MEMPHIS (2019)
 FF1073
 FF1073                         *CURRENT SURVEY CONTROL
 FF1073  ______________________________________________________________________
 FF1073* NAD 83(1986) POSITION- 35 14 54.     (N) 090 06 54.     (W)   SCALED
 FF1073* NAVD 88 ORTHO HEIGHT -    70.569 (meters)      231.53  (feet) ADJUSTED
 FF1073  ______________________________________________________________________
 FF1073  GEOID HEIGHT    -        -27.348 (meters)                     GEOID18
 FF1073  DYNAMIC HEIGHT  -         70.506 (meters)      231.32  (feet) COMP
 FF1073  MODELED GRAVITY -    979,740.8   (mgal)                       NAVD 88
 FF1073
 FF1073  VERT ORDER      -  FIRST     CLASS I
 FF1073
 FF1073.The horizontal coordinates were scaled from a map and have
 FF1073.an estimated accuracy of +/- 6 seconds.
 FF1073
 FF1073.The orthometric height was determined by differential leveling and
 FF1073.adjusted by the NATIONAL GEODETIC SURVEY
 FF1073.in June 1991.
 FF1073
 FF1073.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1073.GEOID18 height accuracy estimate available here.
 FF1073
 FF1073.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV625043(NAD 83)
 FF1073
 FF1073                          SUPERSEDED SURVEY CONTROL
 FF1073
 FF1073  NGVD 29 (11/26/84)   70.553  (m)          231.47   (f) ADJUSTED    1 1
 FF1073
 FF1073.Superseded values are not recommended for survey control.
 FF1073
 FF1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1073.See file dsdata.pdf to determine how the superseded data were derived.
 FF1073
 FF1073_MARKER: DV = VERTICAL CONTROL DISK
 FF1073_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FF1073_STAMPING: H 217 1976
 FF1073_MARK LOGO: NGS
 FF1073_PROJECTION: FLUSH
 FF1073_MAGNETIC: I = MARKER IS A STEEL ROD
 FF1073_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1027 ***********************************************************************
 FF1027  HT_MOD      -  This is a Height Modernization Survey Station.
 FF1027  DESIGNATION -  H 218
 FF1027  PID         -  FF1027
 FF1027  STATE/COUNTY-  AR/CRITTENDEN
 FF1027  COUNTRY     -  US
 FF1027  USGS QUAD   -  EDMONDSON (2017)
 FF1027
 FF1027                         *CURRENT SURVEY CONTROL
 FF1027  ______________________________________________________________________
 FF1027* NAD 83(2011) POSITION- 35 01 02.26896(N) 090 19 36.25307(W)   ADJUSTED
 FF1027* NAD 83(2011) ELLIP HT-    44.270 (meters)        (06/27/12)   ADJUSTED
 FF1027* NAD 83(2011) EPOCH   -  2010.00
 FF1027* NAVD 88 ORTHO HEIGHT -    71.43  (meters)      234.3   (feet) GPS OBS
 FF1027  ______________________________________________________________________
 FF1027  NAVD 88 orthometric height was determined with geoid model    GEOID03
 FF1027  GEOID HEIGHT    -        -27.114 (meters)                     GEOID03
 FF1027  GEOID HEIGHT    -        -27.169 (meters)                     GEOID18
 FF1027  NAD 83(2011) X  -    -29,820.987 (meters)                     COMP
 FF1027  NAD 83(2011) Y  - -5,229,277.174 (meters)                     COMP
 FF1027  NAD 83(2011) Z  -  3,639,464.045 (meters)                     COMP
 FF1027  LAPLACE CORR    -         -1.37  (seconds)                    DEFLEC18
 FF1027
 FF1027  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FF1027  Standards:
 FF1027         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FF1027            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FF1027  -------------------------------------------------------------------
 FF1027  NETWORK    1.49   3.92           0.68   0.51   2.00     -0.08299004
 FF1027  -------------------------------------------------------------------
 FF1027  Click here for local accuracies and other accuracy information.
 FF1027
 FF1027.The horizontal coordinates were established by GPS observations
 FF1027.and adjusted by the National Geodetic Survey in June 2012.
 FF1027
 FF1027.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FF1027.been affixed to the stable North American tectonic plate. See 
 FF1027.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FF1027
 FF1027.The horizontal coordinates are valid at the epoch date displayed above
 FF1027.which is a decimal equivalence of Year/Month/Day.
 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.
 FF1027
 FF1027.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1027.GEOID18 height accuracy estimate available here.
 FF1027
 FF1027.Click photographs - Photos may exist for this station.
 FF1027
 FF1027.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF1027
 FF1027.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1027
 FF1027.The ellipsoidal height was determined by GPS observations
 FF1027.and is referenced to NAD 83.
 FF1027
 FF1027. The following values were computed from the NAD 83(2011) position.
 FF1027
 FF1027;                    North         East     Units Scale Factor Converg.
 FF1027;SPC AR N     -    77,177.878   552,707.260   MT  0.99998455   +0 58 25.2
 FF1027;SPC AR N     -   253,207.75  1,813,340.40   sFT  0.99998455   +0 58 25.2
 FF1027;UTM  15      - 3,878,227.854   743,918.797   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU4391878227(NAD 83)
 FF1027
 FF1027                          SUPERSEDED SURVEY CONTROL
 FF1027
 FF1027  NAD 83(2007)-  35 01 02.26894(N)    090 19 36.25407(W) AD(2002.00) 0
 FF1027  ELLIP H (02/10/07)   44.288  (m)                       GP(2002.00)    
 FF1027  NAD 83(1997)-  35 01 02.26883(N)    090 19 36.25387(W) AD(       ) 1
 FF1027  ELLIP H (05/31/05)   44.278  (m)                       GP(       ) 4 2
 FF1027  NAVD 88 (06/15/91)   71.498  (m)          234.57   (f) ADJUSTED    1 2
 FF1027  NGVD 29 (11/26/84)   71.502  (m)          234.59   (f) ADJUSTED    1 2
 FF1027
 FF1027.Superseded values are not recommended for survey control.
 FF1027
 FF1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1027.See file dsdata.pdf to determine how the superseded data were derived.
 FF1027
 FF1027_MARKER: DV = VERTICAL CONTROL DISK
 FF1027_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FF1027+WITH SETTING: INTO GROUND
 FF1027_STAMPING: H 218 1976
 FF1027_MARK LOGO: NGS
 FF1027_MAGNETIC: I = MARKER IS A STEEL ROD
 FF1027_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1027_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1027+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2011
 FF1027
 FF1027  HISTORY     - Date     Condition        Report By
 FF1027  HISTORY     - 1976     MONUMENTED       NGS
 FF1027  HISTORY     - 20000715 GOOD             USGS
 FF1027  HISTORY     - 20030723 GOOD             EMCINC
 FF1027  HISTORY     - 20111025 GOOD             ARHD
 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.
 FF1027
 FF1027                          STATION RECOVERY (2011)
 FF1027
 FF1027'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (I)
 FF1027'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH0215 ***********************************************************************
 EH0215  DESIGNATION -  H 219
 EH0215  PID         -  EH0215
 EH0215  STATE/COUNTY-  AR/LEE
 EH0215  COUNTRY     -  US
 EH0215  USGS QUAD   -  COUNCIL (2017)
 EH0215
 EH0215                         *CURRENT SURVEY CONTROL
 EH0215  ______________________________________________________________________
 EH0215* NAD 83(1997) POSITION- 34 52 09.90262(N) 090 25 42.14022(W)   ADJUSTED
 EH0215* NAVD 88 ORTHO HEIGHT -    66.531 (meters)      218.28  (feet) ADJUSTED
 EH0215  ______________________________________________________________________
 EH0215  GEOID HEIGHT    -        -27.064 (meters)                     GEOID18
 EH0215  LAPLACE CORR    -         -1.81  (seconds)                    DEFLEC18
 EH0215  DYNAMIC HEIGHT  -         66.469 (meters)      218.07  (feet) COMP
 EH0215  MODELED GRAVITY -    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 and
 EH0215.adjusted by the NATIONAL GEODETIC SURVEY
 EH0215.in June 1991.
 EH0215
 EH0215.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0215.GEOID18 height accuracy estimate available here.
 EH0215
 EH0215.Click photographs - Photos may exist for this station.
 EH0215
 EH0215.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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  =   0.99994474
 EH0215!UTM  15      -   0.99999380  x   1.00028107  =   1.00027487
 EH0215
 EH0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU3506561579(NAD 83)
 EH0215
 EH0215                          SUPERSEDED SURVEY CONTROL
 EH0215
 EH0215  NAD 83(1995)-  34 52 09.90259(N)    090 25 42.13996(W) AD(       ) 2
 EH0215  NAD 83(1993)-  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              66.55   (m)          218.3    (f) LEVELING    3  
 EH0215  NGVD 29 (11/26/84)   66.553  (m)          218.35   (f) ADJUSTED    1 2
 EH0215
 EH0215.Superseded values are not recommended for survey control.
 EH0215
 EH0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0215.See file dsdata.pdf to determine how the superseded data were derived.
 EH0215
 EH0215_MARKER: DV = VERTICAL CONTROL DISK
 EH0215_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0215+WITH SETTING: INTO GROUND
 EH0215_STAMPING: H 219 1976
 EH0215_MARK LOGO: NGS
 EH0215_MAGNETIC: I = MARKER IS A STEEL ROD
 EH0215_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 DM0006 ***********************************************************************
 DM0006  DESIGNATION -  H 22
 DM0006  PID         -  DM0006
 DM0006  STATE/COUNTY-  AR/SEVIER
 DM0006  COUNTRY     -  US
 DM0006  USGS QUAD   -  HORATIO (2017)
 DM0006
 DM0006                         *CURRENT SURVEY CONTROL
 DM0006  ______________________________________________________________________
 DM0006* NAD 83(1986) POSITION- 33 55 34.04   (N) 094 22 25.66   (W)   HD_HELD1
 DM0006* NAVD 88 ORTHO HEIGHT -    93.262 (meters)      305.98  (feet) ADJUSTED
 DM0006  ______________________________________________________________________
 DM0006  GEOID HEIGHT    -        -27.574 (meters)                     GEOID18
 DM0006  DYNAMIC HEIGHT  -         93.166 (meters)      305.66  (feet) COMP
 DM0006  MODELED GRAVITY -    979,611.9   (mgal)                       NAVD 88
 DM0006
 DM0006  VERT ORDER      -  FIRST     CLASS II
 DM0006
 DM0006.The horizontal coordinates were determined by differentially corrected
 DM0006.hand held GPS observations or other comparable positioning techniques
 DM0006.and have an estimated accuracy of +/- 3 meters.
 DM0006
 DM0006.The orthometric height was determined by differential leveling and
 DM0006.adjusted by the NATIONAL GEODETIC SURVEY
 DM0006.in June 1991.
 DM0006
 DM0006.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM0006.GEOID18 height accuracy estimate available here.
 DM0006
 DM0006.Click photographs - Photos may exist for this station.
 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     -   542,233.3     180,545.0     MT  (+/- 3 meters HH1 GPS) 
 DM0006
 DM0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT7301854814(NAD 83)
 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
 DM0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0006.See file dsdata.pdf to determine how the superseded data were derived.
 DM0006
 DM0006_MARKER: DB = BENCH MARK DISK
 DM0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0006_STAMPING: H 22 1932
 DM0006_MARK LOGO: CGS
 DM0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0006+STABILITY: SURFACE MOTION
 DM0006
 DM0006  HISTORY     - Date     Condition        Report By
 DM0006  HISTORY     - 1932     MONUMENTED       CGS
 DM0006  HISTORY     - 1962     MARK NOT FOUND   CGS
 DM0006  HISTORY     - 1985     MARK NOT FOUND   NGS
 DM0006
 DM0006                          STATION DESCRIPTION
 DM0006
 DM0006'DESCRIBED BY COAST AND 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EH0708 ***********************************************************************
 EH0708  DESIGNATION -  H 220
 EH0708  PID         -  EH0708
 EH0708  STATE/COUNTY-  AR/PHILLIPS
 EH0708  COUNTRY     -  US
 EH0708  USGS QUAD   -  FRIARS POINT NW (2018)
 EH0708
 EH0708                         *CURRENT SURVEY CONTROL
 EH0708  ______________________________________________________________________
 EH0708* NAD 83(1986) POSITION- 34 24 28.     (N) 090 37 56.     (W)   SCALED
 EH0708* NAVD 88 ORTHO HEIGHT -    61.954 (meters)      203.26  (feet) ADJUSTED
 EH0708  ______________________________________________________________________
 EH0708  GEOID HEIGHT    -        -26.946 (meters)                     GEOID18
 EH0708  DYNAMIC HEIGHT  -         61.894 (meters)      203.06  (feet) COMP
 EH0708  MODELED GRAVITY -    979,659.3   (mgal)                       NAVD 88
 EH0708
 EH0708  VERT ORDER      -  FIRST     CLASS II
 EH0708
 EH0708.The horizontal coordinates were scaled from a map and have
 EH0708.an estimated accuracy of +/- 6 seconds.
 EH0708
 EH0708.The orthometric height was determined by differential leveling and
 EH0708.adjusted by the NATIONAL GEODETIC SURVEY
 EH0708.in June 1991.
 EH0708
 EH0708.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0708.GEOID18 height accuracy estimate available here.
 EH0708
 EH0708.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU176099(NAD 83)
 EH0708
 EH0708                          SUPERSEDED SURVEY CONTROL
 EH0708
 EH0708  NGVD 29 (11/26/84)   61.993  (m)          203.39   (f) ADJUSTED    1 2
 EH0708
 EH0708.Superseded values are not recommended for survey control.
 EH0708
 EH0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0708.See file dsdata.pdf to determine how the superseded data were derived.
 EH0708
 EH0708_MARKER: DV = VERTICAL CONTROL 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_MAGNETIC: I = MARKER IS A STEEL ROD
 EH0708_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH0743 ***********************************************************************
 EH0743  DESIGNATION -  H 221
 EH0743  PID         -  EH0743
 EH0743  STATE/COUNTY-  AR/PHILLIPS
 EH0743  COUNTRY     -  US
 EH0743  USGS QUAD   -  MELLWOOD (2017)
 EH0743
 EH0743                         *CURRENT SURVEY CONTROL
 EH0743  ______________________________________________________________________
 EH0743* NAD 83(1986) POSITION- 34 14 30.     (N) 090 56 20.     (W)   SCALED
 EH0743* NAVD 88 ORTHO HEIGHT -    58.133 (meters)      190.72  (feet) ADJUSTED
 EH0743  ______________________________________________________________________
 EH0743  GEOID HEIGHT    -        -26.731 (meters)                     GEOID18
 EH0743  DYNAMIC HEIGHT  -         58.076 (meters)      190.54  (feet) COMP
 EH0743  MODELED GRAVITY -    979,650.1   (mgal)                       NAVD 88
 EH0743
 EH0743  VERT ORDER      -  FIRST     CLASS II
 EH0743
 EH0743.The horizontal coordinates were scaled from a map and have
 EH0743.an estimated accuracy of +/- 6 seconds.
 EH0743
 EH0743.The orthometric height was determined by differential leveling and
 EH0743.adjusted by the NATIONAL GEODETIC SURVEY
 EH0743.in June 1991.
 EH0743
 EH0743.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0743.GEOID18 height accuracy estimate available here.
 EH0743
 EH0743.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT898908(NAD 83)
 EH0743
 EH0743                          SUPERSEDED SURVEY CONTROL
 EH0743
 EH0743  NGVD 29 (11/26/84)   58.191  (m)          190.92   (f) ADJUSTED    1 2
 EH0743
 EH0743.Superseded values are not recommended for survey control.
 EH0743
 EH0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0743.See file dsdata.pdf to determine how the superseded data were derived.
 EH0743
 EH0743_MARKER: DV = VERTICAL CONTROL 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_MAGNETIC: I = MARKER IS A STEEL ROD
 EH0743_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH0981 ***********************************************************************
 EH0981  DESIGNATION -  H 222
 EH0981  PID         -  EH0981
 EH0981  STATE/COUNTY-  AR/LEE
 EH0981  COUNTRY     -  US
 EH0981  USGS QUAD   -  STUBBS ISLAND (2018)
 EH0981
 EH0981                         *CURRENT SURVEY CONTROL
 EH0981  ______________________________________________________________________
 EH0981* NAD 83(1986) POSITION- 34 42 33.2    (N) 090 36 08.1    (W)   HD_HELD2
 EH0981* NAVD 88 ORTHO HEIGHT -    64.356 (meters)      211.14  (feet) ADJUSTED
 EH0981  ______________________________________________________________________
 EH0981  GEOID HEIGHT    -        -26.953 (meters)                     GEOID18
 EH0981  DYNAMIC HEIGHT  -         64.296 (meters)      210.94  (feet) COMP
 EH0981  MODELED GRAVITY -    979,692.0   (mgal)                       NAVD 88
 EH0981
 EH0981  VERT ORDER      -  FIRST     CLASS II
 EH0981
 EH0981.The horizontal coordinates were established by autonomous hand held GPS
 EH0981.observations and have an estimated accuracy of +/- 10 meters.
 EH0981
 EH0981.The orthometric height was determined by differential leveling and
 EH0981.adjusted by the NATIONAL GEODETIC SURVEY
 EH0981.in June 1991.
 EH0981
 EH0981.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0981.GEOID18 height accuracy estimate available here.
 EH0981
 EH0981.Click photographs - Photos may exist for this station.
 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     -   627,425.      528,042.      MT  (+/- 10 meters HH2 GPS)
 EH0981
 EH0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU1959243414(NAD 83)
 EH0981
 EH0981                          SUPERSEDED SURVEY CONTROL
 EH0981
 EH0981  NGVD 29 (11/26/84)   64.385  (m)          211.24   (f) ADJUSTED    1 2
 EH0981
 EH0981.Superseded values are not recommended for survey control.
 EH0981
 EH0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0981.See file dsdata.pdf to determine how the superseded data were derived.
 EH0981
 EH0981_MARKER: DV = VERTICAL CONTROL DISK
 EH0981_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH0981_STAMPING: H 222 1976
 EH0981_MARK LOGO: NGS
 EH0981_PROJECTION: RECESSED 5 CENTIMETERS
 EH0981_MAGNETIC: I = MARKER IS A STEEL ROD
 EH0981_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0981_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0981+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2022
 EH0981_ROD/PIPE-DEPTH: 31.7 meters
 EH0981
 EH0981  HISTORY     - Date     Condition        Report By
 EH0981  HISTORY     - 1976     MONUMENTED       NGS
 EH0981  HISTORY     - 20030318 GOOD             USACE
 EH0981  HISTORY     - 20220712 GOOD             ARHD
 EH0981
 EH0981                          STATION DESCRIPTION
 EH0981
 EH0981'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 EH0981'5.9 MILES SOUTH ALONG THE LEVEE FROM THE JUNCTION OF A DIRT ROAD AT
 EH0981'WHITEHALL, 98 FT EAST OF A FENCE AT THE TOE OF THE LEVEE, 17 FT WEST
 EH0981'OF THE CENTERLINE 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'FT ENCASED IN A PIPE 2 FEET BELOW LEVEE 1 FT 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.
 EH0981
 EH0981                          STATION RECOVERY (2022)
 EH0981
 EH0981'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2022 (JDH)
 EH0981'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH0777 ***********************************************************************
 EH0777  DESIGNATION -  H 224
 EH0777  PID         -  EH0777
 EH0777  STATE/COUNTY-  AR/PHILLIPS
 EH0777  COUNTRY     -  US
 EH0777  USGS QUAD   -  WATKINS CORNER (2017)
 EH0777
 EH0777                         *CURRENT SURVEY CONTROL
 EH0777  ______________________________________________________________________
 EH0777* NAD 83(1986) POSITION- 34 28 08.     (N) 090 59 06.     (W)   SCALED
 EH0777* NAVD 88 ORTHO HEIGHT -    52.749 (meters)      173.06  (feet) ADJUSTED
 EH0777  ______________________________________________________________________
 EH0777  GEOID HEIGHT    -        -26.897 (meters)                     GEOID18
 EH0777  DYNAMIC HEIGHT  -         52.698 (meters)      172.89  (feet) COMP
 EH0777  MODELED GRAVITY -    979,668.3   (mgal)                       NAVD 88
 EH0777
 EH0777  VERT ORDER      -  FIRST     CLASS II
 EH0777
 EH0777.The horizontal coordinates were scaled from a map and have
 EH0777.an estimated accuracy of +/- 6 seconds.
 EH0777
 EH0777.The orthometric height was determined by differential leveling and
 EH0777.adjusted by the NATIONAL GEODETIC SURVEY
 EH0777.in August 1993.
 EH0777
 EH0777.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0777.GEOID18 height accuracy estimate available here.
 EH0777
 EH0777.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU850159(NAD 83)
 EH0777
 EH0777                          SUPERSEDED SURVEY CONTROL
 EH0777
 EH0777  NAVD 88 (06/15/91)   52.739  (m)          173.03   (f) SUPERSEDED  1 2
 EH0777  NGVD 29 (11/26/84)   52.780  (m)          173.16   (f) ADJUSTED    1 2
 EH0777
 EH0777.Superseded values are not recommended for survey control.
 EH0777
 EH0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0777.See file dsdata.pdf to determine how the superseded data were derived.
 EH0777
 EH0777_MARKER: DV = VERTICAL CONTROL 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_MARK LOGO: NGS
 EH0777_MAGNETIC: I = MARKER IS A STEEL ROD
 EH0777_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1496 ***********************************************************************
 EH1496  DESIGNATION -  H 225
 EH1496  PID         -  EH1496
 EH1496  STATE/COUNTY-  AR/ARKANSAS
 EH1496  COUNTRY     -  US
 EH1496  USGS QUAD   -  ETHEL (2017)
 EH1496
 EH1496                         *CURRENT SURVEY CONTROL
 EH1496  ______________________________________________________________________
 EH1496* NAD 83(1986) POSITION- 34 22 12.     (N) 091 13 24.     (W)   SCALED
 EH1496* NAVD 88 ORTHO HEIGHT -    57.963 (meters)      190.17  (feet) ADJUSTED
 EH1496  ______________________________________________________________________
 EH1496  GEOID HEIGHT    -        -26.637 (meters)                     GEOID18
 EH1496  DYNAMIC HEIGHT  -         57.907 (meters)      189.98  (feet) COMP
 EH1496  MODELED GRAVITY -    979,667.2   (mgal)                       NAVD 88
 EH1496
 EH1496  VERT ORDER      -  FIRST     CLASS II
 EH1496
 EH1496.The horizontal coordinates were scaled from a map and have
 EH1496.an estimated accuracy of +/- 6 seconds.
 EH1496
 EH1496.The orthometric height was determined by differential leveling and
 EH1496.adjusted by the NATIONAL GEODETIC SURVEY
 EH1496.in August 1993.
 EH1496
 EH1496.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1496.GEOID18 height accuracy estimate available here.
 EH1496
 EH1496.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU633046(NAD 83)
 EH1496
 EH1496                          SUPERSEDED SURVEY CONTROL
 EH1496
 EH1496  NAVD 88 (06/15/91)   57.933  (m)          190.07   (f) SUPERSEDED  1 2
 EH1496  NGVD 29 (11/26/84)   57.986  (m)          190.24   (f) ADJUSTED    1 2
 EH1496
 EH1496.Superseded values are not recommended for survey control.
 EH1496
 EH1496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1496.See file dsdata.pdf to determine how the superseded data were derived.
 EH1496
 EH1496_MARKER: DV = VERTICAL CONTROL 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_MARK LOGO: NGS
 EH1496_MAGNETIC: I = MARKER IS A STEEL ROD
 EH1496_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1291 ***********************************************************************
 EH1291  DESIGNATION -  H 226
 EH1291  PID         -  EH1291
 EH1291  STATE/COUNTY-  AR/ARKANSAS
 EH1291  COUNTRY     -  US
 EH1291  USGS QUAD   -  GILLETT (2017)
 EH1291
 EH1291                         *CURRENT SURVEY CONTROL
 EH1291  ______________________________________________________________________
 EH1291* NAD 83(1986) POSITION- 34 00 31.     (N) 091 23 02.     (W)   SCALED
 EH1291* NAVD 88 ORTHO HEIGHT -    50.773 (meters)      166.58  (feet) ADJUSTED
 EH1291  ______________________________________________________________________
 EH1291  GEOID HEIGHT    -        -26.127 (meters)                     GEOID18
 EH1291  DYNAMIC HEIGHT  -         50.723 (meters)      166.41  (feet) COMP
 EH1291  MODELED GRAVITY -    979,654.3   (mgal)                       NAVD 88
 EH1291
 EH1291  VERT ORDER      -  FIRST     CLASS II
 EH1291
 EH1291.The horizontal coordinates were scaled from a map and have
 EH1291.an estimated accuracy of +/- 6 seconds.
 EH1291
 EH1291.The orthometric height was determined by differential leveling and
 EH1291.adjusted by the NATIONAL GEODETIC SURVEY
 EH1291.in June 1991.
 EH1291
 EH1291.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1291.GEOID18 height accuracy estimate available here.
 EH1291
 EH1291.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT492642(NAD 83)
 EH1291
 EH1291                          SUPERSEDED SURVEY CONTROL
 EH1291
 EH1291  NGVD 29 (11/26/84)   50.835  (m)          166.78   (f) ADJUSTED    1 2
 EH1291
 EH1291.Superseded values are not recommended for survey control.
 EH1291
 EH1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1291.See file dsdata.pdf to determine how the superseded data were derived.
 EH1291
 EH1291_MARKER: DV = VERTICAL CONTROL 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_MARK LOGO: NGS
 EH1291_MAGNETIC: I = MARKER IS A STEEL ROD
 EH1291_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 DL0438 ***********************************************************************
 DL0438  DESIGNATION -  H 23
 DL0438  PID         -  DL0438
 DL0438  STATE/COUNTY-  AR/CLARK
 DL0438  COUNTRY     -  US
 DL0438  USGS QUAD   -  OKOLONA SOUTH (2017)
 DL0438
 DL0438                         *CURRENT SURVEY CONTROL
 DL0438  ______________________________________________________________________
 DL0438* NAD 83(1986) POSITION- 33 56 57.     (N) 093 15 29.     (W)   SCALED
 DL0438* NAVD 88 ORTHO HEIGHT -    79.316 (meters)      260.22  (feet) ADJUSTED
 DL0438  ______________________________________________________________________
 DL0438  GEOID HEIGHT    -        -26.835 (meters)                     GEOID18
 DL0438  DYNAMIC HEIGHT  -         79.235 (meters)      259.96  (feet) COMP
 DL0438  MODELED GRAVITY -    979,622.4   (mgal)                       NAVD 88
 DL0438
 DL0438  VERT ORDER      -  SECOND    CLASS 0
 DL0438
 DL0438.The horizontal coordinates were scaled from a map and have
 DL0438.an estimated accuracy of +/- 6 seconds.
 DL0438
 DL0438.The orthometric height was determined by differential leveling and
 DL0438.adjusted by the NATIONAL GEODETIC SURVEY
 DL0438.in June 1991.
 DL0438
 DL0438.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0438.GEOID18 height accuracy estimate available here.
 DL0438
 DL0438.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT761565(NAD 83)
 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
 DL0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0438.See file dsdata.pdf to determine how the superseded data were derived.
 DL0438
 DL0438_MARKER: DB = BENCH MARK DISK
 DL0438_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL0438_SP_SET: CULVERT HEADWALL
 DL0438_STAMPING: 260.233 H 23 1932
 DL0438_MARK LOGO: CGS
 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   CGS
 DL0438  HISTORY     - 1964     MARK NOT FOUND   CGS
 DL0438
 DL0438                          STATION DESCRIPTION
 DL0438
 DL0438'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1964
 DL0438'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1478 ***********************************************************************
 EJ1478  DESIGNATION -  H 24
 EJ1478  PID         -  EJ1478
 EJ1478  STATE/COUNTY-  AR/MONTGOMERY
 EJ1478  COUNTRY     -  US
 EJ1478  USGS QUAD   -  BRUSHY CREEK MOUNTAIN (2017)
 EJ1478
 EJ1478                         *CURRENT SURVEY CONTROL
 EJ1478  ______________________________________________________________________
 EJ1478* NAD 83(1986) POSITION- 34 38 52.     (N) 093 44 59.     (W)   SCALED
 EJ1478* NAVD 88 ORTHO HEIGHT -   241.485 (meters)      792.27  (feet) ADJUSTED
 EJ1478  ______________________________________________________________________
 EJ1478  GEOID HEIGHT    -        -29.194 (meters)                     GEOID18
 EJ1478  DYNAMIC HEIGHT  -        241.236 (meters)      791.46  (feet) COMP
 EJ1478  MODELED GRAVITY -    979,596.1   (mgal)                       NAVD 88
 EJ1478
 EJ1478  VERT ORDER      -  SECOND    CLASS 0
 EJ1478
 EJ1478.The horizontal coordinates were scaled from a map and have
 EJ1478.an estimated accuracy of +/- 6 seconds.
 EJ1478
 EJ1478.The orthometric height was determined by differential leveling and
 EJ1478.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1478.in June 1991.
 EJ1478
 EJ1478.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1478.GEOID18 height accuracy estimate available here.
 EJ1478
 EJ1478.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU312342(NAD 83)
 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
 EJ1478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1478.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1478
 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_MARK LOGO: CGS
 EJ1478_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1478
 EJ1478  HISTORY     - Date     Condition        Report By
 EJ1478  HISTORY     - 1932     MONUMENTED       CGS
 EJ1478  HISTORY     - 1961     GOOD             CGS
 EJ1478  HISTORY     - 20080312 MARK NOT FOUND   ARHD
 EJ1478
 EJ1478                          STATION DESCRIPTION
 EJ1478
 EJ1478'DESCRIBED BY COAST AND 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.
 EJ1478
 EJ1478                          STATION RECOVERY (2008)
 EJ1478
 EJ1478'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2008 (VJB)
 EJ1478'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK0927 ***********************************************************************
 DK0927  DESIGNATION -  H 240
 DK0927  PID         -  DK0927
 DK0927  STATE/COUNTY-  AR/DREW
 DK0927  COUNTRY     -  US
 DK0927  USGS QUAD   -  MCGEHEE NORTH (2017)
 DK0927
 DK0927                         *CURRENT SURVEY CONTROL
 DK0927  ______________________________________________________________________
 DK0927* NAD 83(1986) POSITION- 33 42 55.     (N) 091 28 06.     (W)   SCALED
 DK0927* NAVD 88 ORTHO HEIGHT -    47.247 (meters)      155.01  (feet) ADJUSTED
 DK0927  ______________________________________________________________________
 DK0927  GEOID HEIGHT    -        -26.088 (meters)                     GEOID18
 DK0927  DYNAMIC HEIGHT  -         47.199 (meters)      154.85  (feet) COMP
 DK0927  MODELED GRAVITY -    979,618.7   (mgal)                       NAVD 88
 DK0927
 DK0927  VERT ORDER      -  FIRST     CLASS II
 DK0927
 DK0927.The horizontal coordinates were scaled from a map and have
 DK0927.an estimated accuracy of +/- 6 seconds.
 DK0927
 DK0927.The orthometric height was determined by differential leveling and
 DK0927.adjusted by the NATIONAL GEODETIC SURVEY
 DK0927.in June 1991.
 DK0927
 DK0927.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK0927.GEOID18 height accuracy estimate available here.
 DK0927
 DK0927.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT419316(NAD 83)
 DK0927
 DK0927                          SUPERSEDED SURVEY CONTROL
 DK0927
 DK0927  NGVD 29 (11/26/84)   47.373  (m)          155.42   (f) ADJUSTED    1 2
 DK0927
 DK0927.Superseded values are not recommended for survey control.
 DK0927
 DK0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0927.See file dsdata.pdf to determine how the superseded data were derived.
 DK0927
 DK0927_MARKER: DB = BENCH MARK DISK
 DK0927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0927_STAMPING: H 240 1938
 DK0927_MARK LOGO: CGS
 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
 DK0927                          STATION DESCRIPTION
 DK0927
 DK0927'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 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.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0784 ***********************************************************************
 FF0784  DESIGNATION -  H 242
 FF0784  PID         -  FF0784
 FF0784  STATE/COUNTY-  AR/POINSETT
 FF0784  COUNTRY     -  US
 FF0784  USGS QUAD   -  GREENFIELD (2017)
 FF0784
 FF0784                         *CURRENT SURVEY CONTROL
 FF0784  ______________________________________________________________________
 FF0784* NAD 83(1986) POSITION- 35 39 51.     (N) 090 42 18.     (W)   SCALED
 FF0784* NAVD 88 ORTHO HEIGHT -    74.961 (meters)      245.93  (feet) ADJUSTED
 FF0784  ______________________________________________________________________
 FF0784  GEOID HEIGHT    -        -27.714 (meters)                     GEOID18
 FF0784  DYNAMIC HEIGHT  -         74.896 (meters)      245.72  (feet) COMP
 FF0784  MODELED GRAVITY -    979,766.3   (mgal)                       NAVD 88
 FF0784
 FF0784  VERT ORDER      -  FIRST     CLASS II
 FF0784
 FF0784.The horizontal coordinates were scaled from a map and have
 FF0784.an estimated accuracy of +/- 6 seconds.
 FF0784
 FF0784.The orthometric height was determined by differential leveling and
 FF0784.adjusted by the NATIONAL GEODETIC SURVEY
 FF0784.in June 1991.
 FF0784
 FF0784.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0784.GEOID18 height accuracy estimate available here.
 FF0784
 FF0784.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV077491(NAD 83)
 FF0784
 FF0784                          SUPERSEDED SURVEY CONTROL
 FF0784
 FF0784  NGVD 29 (11/26/84)   74.893  (m)          245.71   (f) ADJUSTED    1 2
 FF0784
 FF0784.Superseded values are not recommended for survey control.
 FF0784
 FF0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0784.See file dsdata.pdf to determine how the superseded data were derived.
 FF0784
 FF0784_MARKER: DB = BENCH MARK DISK
 FF0784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0784_STAMPING: H 242 1938
 FF0784_MARK LOGO: CGS
 FF0784_PROJECTION: PROJECTING 20 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 DK1043 ***********************************************************************
 DK1043  DESIGNATION -  H 243
 DK1043  PID         -  DK1043
 DK1043  STATE/COUNTY-  AR/CHICOT
 DK1043  COUNTRY     -  US
 DK1043  USGS QUAD   -  JEROME (2017)
 DK1043
 DK1043                         *CURRENT SURVEY CONTROL
 DK1043  ______________________________________________________________________
 DK1043* NAD 83(1986) POSITION- 33 29 19.99   (N) 091 26 22.79   (W)   HD_HELD1
 DK1043* NAVD 88 ORTHO HEIGHT -    41.346 (meters)      135.65  (feet) ADJUSTED
 DK1043  ______________________________________________________________________
 DK1043  GEOID HEIGHT    -        -26.087 (meters)                     GEOID18
 DK1043  DYNAMIC HEIGHT  -         41.303 (meters)      135.51  (feet) COMP
 DK1043  MODELED GRAVITY -    979,598.7   (mgal)                       NAVD 88
 DK1043
 DK1043  VERT ORDER      -  FIRST     CLASS II
 DK1043
 DK1043.The horizontal coordinates were determined by differentially corrected
 DK1043.hand held GPS observations or other comparable positioning techniques
 DK1043.and have an estimated accuracy of +/- 3 meters.
 DK1043
 DK1043.The orthometric height was determined by differential leveling and
 DK1043.adjusted by the NATIONAL GEODETIC SURVEY
 DK1043.in June 1991.
 DK1043
 DK1043.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1043.GEOID18 height accuracy estimate available here.
 DK1043
 DK1043.Click photographs - Photos may exist for this station.
 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     -   491,337.4     452,072.3     MT  (+/- 3 meters HH1 GPS) 
 DK1043
 DK1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT4495706576(NAD 83)
 DK1043
 DK1043                          SUPERSEDED SURVEY CONTROL
 DK1043
 DK1043  NGVD 29 (11/26/84)   41.459  (m)          136.02   (f) ADJUSTED    1 2
 DK1043
 DK1043.Superseded values are not recommended for survey control.
 DK1043
 DK1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1043.See file dsdata.pdf to determine how the superseded data were derived.
 DK1043
 DK1043_MARKER: DB = BENCH MARK DISK
 DK1043_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DK1043_SP_SET: CULVERT HEADWALL
 DK1043_STAMPING: H 243 1939
 DK1043_MARK LOGO: CGS
 DK1043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1043+STABILITY: SURFACE MOTION
 DK1043_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK1043+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2015
 DK1043
 DK1043  HISTORY     - Date     Condition        Report By
 DK1043  HISTORY     - 1939     MONUMENTED       CGS
 DK1043  HISTORY     - 20150316 GOOD             ARHD
 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.
 DK1043
 DK1043                          STATION RECOVERY (2015)
 DK1043
 DK1043'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 DK1043'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0393 ***********************************************************************
 FG0393  DESIGNATION -  H 244
 FG0393  PID         -  FG0393
 FG0393  STATE/COUNTY-  AR/PERRY
 FG0393  COUNTRY     -  US
 FG0393  USGS QUAD   -  PERRYVILLE (2017)
 FG0393
 FG0393                         *CURRENT SURVEY CONTROL
 FG0393  ______________________________________________________________________
 FG0393* NAD 83(1986) POSITION- 35 02 39.     (N) 092 50 54.     (W)   SCALED
 FG0393* NAVD 88 ORTHO HEIGHT -    98.198 (meters)      322.17  (feet) ADJUSTED
 FG0393  ______________________________________________________________________
 FG0393  GEOID HEIGHT    -        -28.543 (meters)                     GEOID18
 FG0393  DYNAMIC HEIGHT  -         98.104 (meters)      321.86  (feet) COMP
 FG0393  MODELED GRAVITY -    979,679.1   (mgal)                       NAVD 88
 FG0393
 FG0393  VERT ORDER      -  SECOND    CLASS 0
 FG0393
 FG0393.The horizontal coordinates were scaled from a map and have
 FG0393.an estimated accuracy of +/- 6 seconds.
 FG0393
 FG0393.The orthometric height was determined by differential leveling and
 FG0393.adjusted by the NATIONAL GEODETIC SURVEY
 FG0393.in June 1991.
 FG0393
 FG0393.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0393.GEOID18 height accuracy estimate available here.
 FG0393
 FG0393.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU138779(NAD 83)
 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
 FG0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0393.See file dsdata.pdf to determine how the superseded data were derived.
 FG0393
 FG0393_MARKER: DB = BENCH MARK DISK
 FG0393_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0393_STAMPING: H 244 1939
 FG0393_MARK LOGO: CGS
 FG0393_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1594 ***********************************************************************
 EH1594  DESIGNATION -  H 245
 EH1594  PID         -  EH1594
 EH1594  STATE/COUNTY-  AR/LINCOLN
 EH1594  COUNTRY     -  US
 EH1594  USGS QUAD   -  CADES (2017)
 EH1594
 EH1594                         *CURRENT SURVEY CONTROL
 EH1594  ______________________________________________________________________
 EH1594* NAD 83(1986) POSITION- 34 03 07.     (N) 091 36 22.     (W)   SCALED
 EH1594* NAVD 88 ORTHO HEIGHT -    52.440 (meters)      172.05  (feet) ADJUSTED
 EH1594  ______________________________________________________________________
 EH1594  GEOID HEIGHT    -        -25.992 (meters)                     GEOID18
 EH1594  DYNAMIC HEIGHT  -         52.388 (meters)      171.88  (feet) COMP
 EH1594  MODELED GRAVITY -    979,652.2   (mgal)                       NAVD 88
 EH1594
 EH1594  VERT ORDER      -  FIRST     CLASS II
 EH1594
 EH1594.The horizontal coordinates were scaled from a map and have
 EH1594.an estimated accuracy of +/- 6 seconds.
 EH1594
 EH1594.The orthometric height was determined by differential leveling and
 EH1594.adjusted by the NATIONAL GEODETIC SURVEY
 EH1594.in September 2023.
 EH1594
 EH1594.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1594.GEOID18 height accuracy estimate available here.
 EH1594
 EH1594.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT286687(NAD 83)
 EH1594
 EH1594                          SUPERSEDED SURVEY CONTROL
 EH1594
 EH1594  NAVD 88 (08/03/93)   52.496  (m)          172.23   (f) SUPERSEDED  1 2
 EH1594  NAVD 88 (06/15/91)   52.500  (m)          172.24   (f) SUPERSEDED  1 2
 EH1594  NGVD 29 (11/26/84)   52.573  (m)          172.48   (f) ADJUSTED    1 2
 EH1594
 EH1594.Superseded values are not recommended for survey control.
 EH1594
 EH1594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1594.See file dsdata.pdf to determine how the superseded data were derived.
 EH1594
 EH1594_MARKER: DB = BENCH MARK DISK
 EH1594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1594_STAMPING: H 245 1938
 EH1594_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 DL0577 ***********************************************************************
 DL0577  DESIGNATION -  H 247
 DL0577  PID         -  DL0577
 DL0577  STATE/COUNTY-  AR/LAFAYETTE
 DL0577  COUNTRY     -  US
 DL0577  USGS QUAD   -  BUCKNER (2017)
 DL0577
 DL0577                         *CURRENT SURVEY CONTROL
 DL0577  ______________________________________________________________________
 DL0577* NAD 83(1986) POSITION- 33 17 05.     (N) 093 29 53.     (W)   SCALED
 DL0577* NAVD 88 ORTHO HEIGHT -    83.836 (meters)      275.05  (feet) ADJUSTED
 DL0577  ______________________________________________________________________
 DL0577  GEOID HEIGHT    -        -26.597 (meters)                     GEOID18
 DL0577  DYNAMIC HEIGHT  -         83.746 (meters)      274.76  (feet) COMP
 DL0577  MODELED GRAVITY -    979,563.9   (mgal)                       NAVD 88
 DL0577
 DL0577  VERT ORDER      -  SECOND    CLASS 0
 DL0577
 DL0577.The horizontal coordinates were scaled from a map and have
 DL0577.an estimated accuracy of +/- 6 seconds.
 DL0577
 DL0577.The orthometric height was determined by differential leveling and
 DL0577.adjusted by the NATIONAL GEODETIC SURVEY
 DL0577.in June 1991.
 DL0577
 DL0577.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0577.GEOID18 height accuracy estimate available here.
 DL0577
 DL0577.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS536829(NAD 83)
 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
 DL0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0577.See file dsdata.pdf to determine how the superseded data were derived.
 DL0577
 DL0577_MARKER: DB = BENCH MARK DISK
 DL0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0577_STAMPING: H 247 1938
 DL0577_MARK LOGO: CGS
 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   CGS
 DL0577  HISTORY     - 1965     MARK NOT FOUND   USGS
 DL0577
 DL0577                          STATION DESCRIPTION
 DL0577
 DL0577'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG0706 ***********************************************************************
 FG0706  DESIGNATION -  H 248
 FG0706  PID         -  FG0706
 FG0706  STATE/COUNTY-  AR/VAN BUREN
 FG0706  COUNTRY     -  US
 FG0706  USGS QUAD   -  ALREAD (2017)
 FG0706
 FG0706                         *CURRENT SURVEY CONTROL
 FG0706  ______________________________________________________________________
 FG0706* NAD 83(1986) POSITION- 35 40 11.     (N) 092 42 59.     (W)   SCALED
 FG0706* NAVD 88 ORTHO HEIGHT -   319.566 (meters)     1048.44  (feet) ADJUSTED
 FG0706  ______________________________________________________________________
 FG0706  GEOID HEIGHT    -        -27.993 (meters)                     GEOID18
 FG0706  DYNAMIC HEIGHT  -        319.254 (meters)     1047.42  (feet) COMP
 FG0706  MODELED GRAVITY -    979,649.9   (mgal)                       NAVD 88
 FG0706
 FG0706  VERT ORDER      -  SECOND    CLASS 0
 FG0706
 FG0706.The horizontal coordinates were scaled from a map and have
 FG0706.an estimated accuracy of +/- 6 seconds.
 FG0706
 FG0706.The orthometric height was determined by differential leveling and
 FG0706.adjusted by the NATIONAL GEODETIC SURVEY
 FG0706.in June 1991.
 FG0706
 FG0706.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0706.GEOID18 height accuracy estimate available here.
 FG0706
 FG0706.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV256473(NAD 83)
 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
 FG0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0706.See file dsdata.pdf to determine how the superseded data were derived.
 FG0706
 FG0706_MARKER: DB = BENCH MARK DISK
 FG0706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0706_STAMPING: H 248 1939
 FG0706_MARK LOGO: CGS
 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   CGS
 FG0706
 FG0706                          STATION DESCRIPTION
 FG0706
 FG0706'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG1170 ***********************************************************************
 FG1170  DESIGNATION -  H 25
 FG1170  PID         -  FG1170
 FG1170  STATE/COUNTY-  AR/YELL
 FG1170  COUNTRY     -  US
 FG1170  USGS QUAD   -  DARDANELLE (2017)
 FG1170
 FG1170                         *CURRENT SURVEY CONTROL
 FG1170  ______________________________________________________________________
 FG1170* NAD 83(1986) POSITION- 35 12 44.     (N) 093 08 58.     (W)   SCALED
 FG1170* NAVD 88 ORTHO HEIGHT -   100.658 (meters)      330.24  (feet) ADJUSTED
 FG1170  ______________________________________________________________________
 FG1170  GEOID HEIGHT    -        -29.251 (meters)                     GEOID18
 FG1170  DYNAMIC HEIGHT  -        100.562 (meters)      329.93  (feet) COMP
 FG1170  MODELED GRAVITY -    979,680.1   (mgal)                       NAVD 88
 FG1170
 FG1170  VERT ORDER      -  SECOND    CLASS 0
 FG1170
 FG1170.The horizontal coordinates were scaled from a map and have
 FG1170.an estimated accuracy of +/- 6 seconds.
 FG1170
 FG1170.The orthometric height was determined by differential leveling and
 FG1170.adjusted by the NATIONAL GEODETIC SURVEY
 FG1170.in June 1991.
 FG1170
 FG1170.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1170.GEOID18 height accuracy estimate available here.
 FG1170
 FG1170.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU863965(NAD 83)
 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
 FG1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1170.See file dsdata.pdf to determine how the superseded data were derived.
 FG1170
 FG1170_MARKER: DB = BENCH MARK DISK
 FG1170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1170_STAMPING: 330.209 H 25 1932
 FG1170_MARK LOGO: CGS
 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             CGS
 FG1170  HISTORY     - 1966     POOR             USACE
 FG1170  HISTORY     - 20100527 MARK NOT FOUND   ARHD
 FG1170
 FG1170                          STATION DESCRIPTION
 FG1170
 FG1170'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (ALW)
 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 COAST AND GEODETIC SURVEY 1934
 FG1170'RECOVERED IN GOOD CONDITION.
 FG1170
 FG1170                          STATION RECOVERY (1966)
 FG1170
 FG1170'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1966
 FG1170'MARK RECOVERED IN POOR CONDITION.
 FG1170
 FG1170                          STATION RECOVERY (2010)
 FG1170
 FG1170'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2010 (ST)
 FG1170'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0527 ***********************************************************************
 EJ0527  DESIGNATION -  H 250
 EJ0527  PID         -  EJ0527
 EJ0527  STATE/COUNTY-  AR/JEFFERSON
 EJ0527  COUNTRY     -  US
 EJ0527  USGS QUAD   -  WRIGHT (2017)
 EJ0527
 EJ0527                         *CURRENT SURVEY CONTROL
 EJ0527  ______________________________________________________________________
 EJ0527* NAD 83(1986) POSITION- 34 23 30.9    (N) 092 07 27.5    (W)   HD_HELD2
 EJ0527* NAVD 88 ORTHO HEIGHT -    87.637 (meters)      287.52  (feet) ADJUSTED
 EJ0527  ______________________________________________________________________
 EJ0527  GEOID HEIGHT    -        -26.071 (meters)                     GEOID18
 EJ0527  DYNAMIC HEIGHT  -         87.553 (meters)      287.25  (feet) COMP
 EJ0527  MODELED GRAVITY -    979,681.7   (mgal)                       NAVD 88
 EJ0527
 EJ0527  VERT ORDER      -  SECOND    CLASS 0
 EJ0527
 EJ0527.The horizontal coordinates were established by autonomous hand held GPS
 EJ0527.observations and have an estimated accuracy of +/- 10 meters.
 EJ0527
 EJ0527.The orthometric height was determined by differential leveling and
 EJ0527.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0527.in June 1991.
 EJ0527
 EJ0527.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0527.GEOID18 height accuracy estimate available here.
 EJ0527
 EJ0527.Click photographs - Photos may exist for this station.
 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     -   591,360.      388,570.      MT  (+/- 10 meters HH2 GPS)
 EJ0527
 EJ0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU8049605959(NAD 83)
 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
 EJ0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0527.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0527
 EJ0527_MARKER: DB = BENCH MARK DISK
 EJ0527_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EJ0527_SP_SET: CULVERT HEADWALL
 EJ0527_STAMPING: H 250 1940
 EJ0527_MARK LOGO: CGS
 EJ0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0527+STABILITY: SURFACE MOTION
 EJ0527
 EJ0527  HISTORY     - Date     Condition        Report By
 EJ0527  HISTORY     - 1940     MONUMENTED       CGS
 EJ0527  HISTORY     - 20080603 MARK NOT FOUND   USACEL
 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.
 EJ0527
 EJ0527                          STATION RECOVERY (2008)
 EJ0527
 EJ0527'RECOVERY NOTE BY USACE LITTLE ROCK 2008 (RED)
 EJ0527'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1770 ***********************************************************************
 EH1770  DESIGNATION -  H 251
 EH1770  PID         -  EH1770
 EH1770  STATE/COUNTY-  AR/JEFFERSON
 EH1770  COUNTRY     -  US
 EH1770  USGS QUAD   -  ROB ROY (2017)
 EH1770
 EH1770                         *CURRENT SURVEY CONTROL
 EH1770  ______________________________________________________________________
 EH1770* NAD 83(1986) POSITION- 34 18 16.     (N) 091 56 11.     (W)   SCALED
 EH1770* NAVD 88 ORTHO HEIGHT -    63.060 (meters)      206.89  (feet) ADJUSTED
 EH1770  ______________________________________________________________________
 EH1770  GEOID HEIGHT    -        -26.076 (meters)                     GEOID18
 EH1770  DYNAMIC HEIGHT  -         62.999 (meters)      206.69  (feet) COMP
 EH1770  MODELED GRAVITY -    979,671.3   (mgal)                       NAVD 88
 EH1770
 EH1770  VERT ORDER      -  SECOND    CLASS 0
 EH1770
 EH1770.The horizontal coordinates were scaled from a map and have
 EH1770.an estimated accuracy of +/- 6 seconds.
 EH1770
 EH1770.The orthometric height was determined by differential leveling and
 EH1770.adjusted by the NATIONAL GEODETIC SURVEY
 EH1770.in June 1991.
 EH1770
 EH1770.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1770.GEOID18 height accuracy estimate available here.
 EH1770
 EH1770.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT978964(NAD 83)
 EH1770
 EH1770                          SUPERSEDED SURVEY CONTROL
 EH1770
 EH1770  NGVD 29 (11/26/84)   63.091  (m)          206.99   (f) ADJUSTED    2 0
 EH1770
 EH1770.Superseded values are not recommended for survey control.
 EH1770
 EH1770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1770.See file dsdata.pdf to determine how the superseded data were derived.
 EH1770
 EH1770_MARKER: DB = BENCH MARK DISK
 EH1770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1770_STAMPING: H 251 1940
 EH1770_MARK LOGO: CGS
 EH1770_PROJECTION: PROJECTING 25 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0609 ***********************************************************************
 EJ0609  DESIGNATION -  H 252
 EJ0609  PID         -  EJ0609
 EJ0609  STATE/COUNTY-  AR/PULASKI
 EJ0609  COUNTRY     -  US
 EJ0609  USGS QUAD   -  KEO (2017)
 EJ0609
 EJ0609                         *CURRENT SURVEY CONTROL
 EJ0609  ______________________________________________________________________
 EJ0609* NAD 83(1986) POSITION- 34 30 02.     (N) 092 06 29.     (W)   SCALED
 EJ0609* NAVD 88 ORTHO HEIGHT -    69.064 (meters)      226.59  (feet) ADJUSTED
 EJ0609  ______________________________________________________________________
 EJ0609  GEOID HEIGHT    -        -26.198 (meters)                     GEOID18
 EJ0609  DYNAMIC HEIGHT  -         68.999 (meters)      226.37  (feet) COMP
 EJ0609  MODELED GRAVITY -    979,690.8   (mgal)                       NAVD 88
 EJ0609
 EJ0609  VERT ORDER      -  SECOND    CLASS 0
 EJ0609
 EJ0609.The horizontal coordinates were scaled from a map and have
 EJ0609.an estimated accuracy of +/- 6 seconds.
 EJ0609
 EJ0609.The orthometric height was determined by differential leveling and
 EJ0609.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0609.in June 1991.
 EJ0609
 EJ0609.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0609.GEOID18 height accuracy estimate available here.
 EJ0609
 EJ0609.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU818180(NAD 83)
 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
 EJ0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0609.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0609
 EJ0609_MARKER: DB = BENCH MARK DISK
 EJ0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0609_STAMPING: H 252 1940
 EJ0609_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1080 ***********************************************************************
 FG1080  DESIGNATION -  H 253 RESET
 FG1080  PID         -  FG1080
 FG1080  STATE/COUNTY-  AR/YELL
 FG1080  COUNTRY     -  US
 FG1080  USGS QUAD   -  DARDANELLE (2017)
 FG1080
 FG1080                         *CURRENT SURVEY CONTROL
 FG1080  ______________________________________________________________________
 FG1080* NAD 83(1986) POSITION- 35 14 50.     (N) 093 12 08.     (W)   SCALED
 FG1080* NAVD 88 ORTHO HEIGHT -   119.53  (meters)      392.2   (feet) RESET
 FG1080  ______________________________________________________________________
 FG1080  GEOID HEIGHT    -        -29.297 (meters)                     GEOID18
 FG1080  VERT ORDER      -  THIRD
 FG1080
 FG1080.The horizontal coordinates were scaled from a map and have
 FG1080.an estimated accuracy of +/- 6 seconds.
 FG1080
 FG1080.The orthometric height was computed from unverified reset data.
 FG1080
 FG1080.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1080.GEOID18 height accuracy estimate available here.
 FG1080
 FG1080.Click photographs - Photos may exist for this station.
 FG1080
 FG1080;                    North         East    Units  Estimated Accuracy
 FG1080;SPC AR N     -   102,060.      290,590.      MT  (+/- 180 meters Scaled)
 FG1080
 FG1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV816004(NAD 83)
 FG1080
 FG1080                          SUPERSEDED SURVEY CONTROL
 FG1080
 FG1080.No superseded survey control is available for this station.
 FG1080
 FG1080_MARKER: DB = BENCH MARK DISK
 FG1080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1080_STAMPING: H 253 RESET 1962
 FG1080_MARK LOGO: CGS
 FG1080_PROJECTION: PROJECTING 8 CENTIMETERS
 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  HISTORY     - 20100527 MARK NOT FOUND   ARHD
 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.
 FG1080
 FG1080                          STATION RECOVERY (2010)
 FG1080
 FG1080'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2010 (ST)
 FG1080'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1115 ***********************************************************************
 FG1115  DESIGNATION -  H 254
 FG1115  PID         -  FG1115
 FG1115  STATE/COUNTY-  AR/LOGAN
 FG1115  COUNTRY     -  US
 FG1115  USGS QUAD   -  CLARKSVILLE (2017)
 FG1115
 FG1115                         *CURRENT SURVEY CONTROL
 FG1115  ______________________________________________________________________
 FG1115* NAD 83(1986) POSITION- 35 22 37.     (N) 093 29 23.     (W)   SCALED
 FG1115* NAVD 88 ORTHO HEIGHT -   115.224 (meters)      378.03  (feet) ADJUSTED
 FG1115  ______________________________________________________________________
 FG1115  GEOID HEIGHT    -        -29.416 (meters)                     GEOID18
 FG1115  DYNAMIC HEIGHT  -        115.116 (meters)      377.68  (feet) COMP
 FG1115  MODELED GRAVITY -    979,697.5   (mgal)                       NAVD 88
 FG1115
 FG1115  VERT ORDER      -  SECOND    CLASS 0
 FG1115
 FG1115.The horizontal coordinates were scaled from a map and have
 FG1115.an estimated accuracy of +/- 6 seconds.
 FG1115
 FG1115.The orthometric height was determined by differential leveling and
 FG1115.adjusted by the NATIONAL GEODETIC SURVEY
 FG1115.in June 1991.
 FG1115
 FG1115.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1115.GEOID18 height accuracy estimate available here.
 FG1115
 FG1115.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV555149(NAD 83)
 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
 FG1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1115.See file dsdata.pdf to determine how the superseded data were derived.
 FG1115
 FG1115_MARKER: DB = BENCH MARK DISK
 FG1115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1115_STAMPING: H 254 1940
 FG1115_MARK LOGO: CGS
 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             CGS
 FG1115  HISTORY     - 1984     GOOD             NGS
 FG1115
 FG1115                          STATION DESCRIPTION
 FG1115
 FG1115'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG1239 ***********************************************************************
 FG1239  DESIGNATION -  H 255
 FG1239  PID         -  FG1239
 FG1239  STATE/COUNTY-  AR/LOGAN
 FG1239  COUNTRY     -  US
 FG1239  USGS QUAD   -  OZARK (2017)
 FG1239
 FG1239                         *CURRENT SURVEY CONTROL
 FG1239  ______________________________________________________________________
 FG1239* NAD 83(1986) POSITION- 35 23 05.     (N) 093 47 38.     (W)   SCALED
 FG1239* NAVD 88 ORTHO HEIGHT -   177.778 (meters)      583.26  (feet) ADJUSTED
 FG1239  ______________________________________________________________________
 FG1239  GEOID HEIGHT    -        -29.552 (meters)                     GEOID18
 FG1239  DYNAMIC HEIGHT  -        177.611 (meters)      582.71  (feet) COMP
 FG1239  MODELED GRAVITY -    979,695.5   (mgal)                       NAVD 88
 FG1239
 FG1239  VERT ORDER      -  SECOND    CLASS 0
 FG1239
 FG1239.The horizontal coordinates were scaled from a map and have
 FG1239.an estimated accuracy of +/- 6 seconds.
 FG1239
 FG1239.The orthometric height was determined by differential leveling and
 FG1239.adjusted by the NATIONAL GEODETIC SURVEY
 FG1239.in June 1991.
 FG1239
 FG1239.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1239.GEOID18 height accuracy estimate available here.
 FG1239
 FG1239.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV278159(NAD 83)
 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
 FG1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1239.See file dsdata.pdf to determine how the superseded data were derived.
 FG1239
 FG1239_MARKER: DB = BENCH MARK DISK
 FG1239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1239_STAMPING: H 255 1940
 FG1239_MARK LOGO: CGS
 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             CGS
 FG1239
 FG1239                          STATION DESCRIPTION
 FG1239
 FG1239'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG1240 ***********************************************************************
 FG1240  DESIGNATION -  H 255 RESET
 FG1240  PID         -  FG1240
 FG1240  STATE/COUNTY-  AR/LOGAN
 FG1240  COUNTRY     -  US
 FG1240  USGS QUAD   -  OZARK (2017)
 FG1240
 FG1240                         *CURRENT SURVEY CONTROL
 FG1240  ______________________________________________________________________
 FG1240* NAD 83(1986) POSITION- 35 23 05.7    (N) 093 47 38.0    (W)   HD_HELD2
 FG1240* NAVD 88 ORTHO HEIGHT -   177.28  (meters)      581.6   (feet) RESET
 FG1240  ______________________________________________________________________
 FG1240  GEOID HEIGHT    -        -29.552 (meters)                     GEOID18
 FG1240  VERT ORDER      -  THIRD
 FG1240
 FG1240.The horizontal coordinates were established by autonomous hand held GPS
 FG1240.observations and have an estimated accuracy of +/- 10 meters.
 FG1240
 FG1240.The orthometric height was computed from unverified reset data.
 FG1240
 FG1240.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1240.GEOID18 height accuracy estimate available here.
 FG1240
 FG1240.Click photographs - Photos may exist for this station.
 FG1240
 FG1240;                    North         East    Units  Estimated Accuracy
 FG1240;SPC AR N     -   118,149.      237,028.      MT  (+/- 10 meters HH2 GPS)
 FG1240
 FG1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV2789616019(NAD 83)
 FG1240
 FG1240                          SUPERSEDED SURVEY CONTROL
 FG1240
 FG1240.No superseded survey control is available for this station.
 FG1240
 FG1240_MARKER: DB = BENCH MARK DISK
 FG1240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1240_STAMPING: H 255 RESET 1964
 FG1240_MARK LOGO: CGS
 FG1240_PROJECTION: FLUSH
 FG1240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1240+STABILITY: SURFACE MOTION
 FG1240_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG1240+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2015
 FG1240
 FG1240  HISTORY     - Date     Condition        Report By
 FG1240  HISTORY     - 1964     MONUMENTED       CGS
 FG1240  HISTORY     - 1984     GOOD             NGS
 FG1240  HISTORY     - 20150805 GOOD             USACEL
 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.
 FG1240
 FG1240                          STATION RECOVERY (2015)
 FG1240
 FG1240'RECOVERY NOTE BY USACE LITTLE ROCK 2015 (SCC)
 FG1240'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FH0185 ***********************************************************************
 FH0185  DESIGNATION -  H 256
 FH0185  PID         -  FH0185
 FH0185  STATE/COUNTY-  AR/SEBASTIAN
 FH0185  COUNTRY     -  US
 FH0185  USGS QUAD   -  MULBERRY (2017)
 FH0185
 FH0185                         *CURRENT SURVEY CONTROL
 FH0185  ______________________________________________________________________
 FH0185* NAD 83(1986) POSITION- 35 25 15.     (N) 094 07 22.     (W)   SCALED
 FH0185* NAVD 88 ORTHO HEIGHT -   132.061 (meters)      433.27  (feet) ADJUSTED
 FH0185  ______________________________________________________________________
 FH0185  GEOID HEIGHT    -        -29.673 (meters)                     GEOID18
 FH0185  DYNAMIC HEIGHT  -        131.938 (meters)      432.87  (feet) COMP
 FH0185  MODELED GRAVITY -    979,707.6   (mgal)                       NAVD 88
 FH0185
 FH0185  VERT ORDER      -  SECOND    CLASS 0
 FH0185
 FH0185.The horizontal coordinates were scaled from a map and have
 FH0185.an estimated accuracy of +/- 6 seconds.
 FH0185
 FH0185.The orthometric height was determined by differential leveling and
 FH0185.adjusted by the NATIONAL GEODETIC SURVEY
 FH0185.in June 1991.
 FH0185
 FH0185.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0185.GEOID18 height accuracy estimate available here.
 FH0185
 FH0185.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV980202(NAD 83)
 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
 FH0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0185.See file dsdata.pdf to determine how the superseded data were derived.
 FH0185
 FH0185_MARKER: DB = BENCH MARK DISK
 FH0185_SETTING: 7 = 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             CGS
 FH0185
 FH0185                          STATION DESCRIPTION
 FH0185
 FH0185'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FH0214 ***********************************************************************
 FH0214  DESIGNATION -  H 257
 FH0214  PID         -  FH0214
 FH0214  STATE/COUNTY-  AR/SEBASTIAN
 FH0214  COUNTRY     -  US
 FH0214  USGS QUAD   -  SOUTH FORT SMITH (2017)
 FH0214
 FH0214                         *CURRENT SURVEY CONTROL
 FH0214  ______________________________________________________________________
 FH0214* NAD 83(1986) POSITION- 35 22 05.     (N) 094 22 54.     (W)   SCALED
 FH0214* NAVD 88 ORTHO HEIGHT -   167.434 (meters)      549.32  (feet) ADJUSTED
 FH0214  ______________________________________________________________________
 FH0214  GEOID HEIGHT    -        -30.140 (meters)                     GEOID18
 FH0214  DYNAMIC HEIGHT  -        167.276 (meters)      548.80  (feet) COMP
 FH0214  MODELED GRAVITY -    979,690.7   (mgal)                       NAVD 88
 FH0214
 FH0214  VERT ORDER      -  SECOND    CLASS 0
 FH0214
 FH0214.The horizontal coordinates were scaled from a map and have
 FH0214.an estimated accuracy of +/- 6 seconds.
 FH0214
 FH0214.The orthometric height was determined by differential leveling and
 FH0214.adjusted by the NATIONAL GEODETIC SURVEY
 FH0214.in June 1991.
 FH0214
 FH0214.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0214.GEOID18 height accuracy estimate available here.
 FH0214
 FH0214.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV744147(NAD 83)
 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
 FH0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0214.See file dsdata.pdf to determine how the superseded data were derived.
 FH0214
 FH0214_MARKER: DB = BENCH MARK DISK
 FH0214_SETTING: 7 = 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             CGS
 FH0214  HISTORY     - 1967     GOOD             CGS
 FH0214  HISTORY     - 1981     MARK NOT FOUND   LOCSUR
 FH0214  HISTORY     - 20160528 MARK NOT FOUND   GEOCAC
 FH0214
 FH0214                          STATION DESCRIPTION
 FH0214
 FH0214'DESCRIBED BY COAST AND 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 COAST AND 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.
 FH0214
 FH0214                          STATION RECOVERY (2016)
 FH0214
 FH0214'RECOVERY NOTE BY GEOCACHING 2016 (WTL)
 FH0214'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FH0741 ***********************************************************************
 FH0741  DESIGNATION -  H 257 RESET
 FH0741  PID         -  FH0741
 FH0741  STATE/COUNTY-  AR/SEBASTIAN
 FH0741  COUNTRY     -  US
 FH0741  USGS QUAD   -  SOUTH FORT SMITH (2017)
 FH0741
 FH0741                         *CURRENT SURVEY CONTROL
 FH0741  ______________________________________________________________________
 FH0741* NAD 83(1986) POSITION- 35 22 05.31   (N) 094 22 53.76   (W)   HD_HELD1
 FH0741* NAVD 88 ORTHO HEIGHT -   166.760 (meters)      547.11  (feet) ADJUSTED
 FH0741  ______________________________________________________________________
 FH0741  GEOID HEIGHT    -        -30.140 (meters)                     GEOID18
 FH0741  DYNAMIC HEIGHT  -        166.604 (meters)      546.60  (feet) COMP
 FH0741  MODELED GRAVITY -    979,690.7   (mgal)                       NAVD 88
 FH0741
 FH0741  VERT ORDER      -  FIRST     CLASS II
 FH0741
 FH0741.The horizontal coordinates were determined by differentially corrected
 FH0741.hand held GPS observations or other comparable positioning techniques
 FH0741.and have an estimated accuracy of +/- 3 meters.
 FH0741
 FH0741.The orthometric height was determined by differential leveling and
 FH0741.adjusted by the NATIONAL GEODETIC SURVEY
 FH0741.in June 1991.
 FH0741
 FH0741.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0741.GEOID18 height accuracy estimate available here.
 FH0741
 FH0741.Click photographs - Photos may exist for this station.
 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     -   117,420.2     183,599.8     MT  (+/- 3 meters HH1 GPS) 
 FH0741
 FH0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV7448914745(NAD 83)
 FH0741
 FH0741                          SUPERSEDED SURVEY CONTROL
 FH0741
 FH0741.No superseded survey control is available for this station.
 FH0741
 FH0741_MARKER: DV = VERTICAL CONTROL 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  HISTORY     - 20160528 MARK NOT FOUND   GEOCAC
 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.
 FH0741
 FH0741                          STATION RECOVERY (2016)
 FH0741
 FH0741'RECOVERY NOTE BY GEOCACHING 2016 (WTL)
 FH0741'THE SIDEWALKS IN THIS AREA HAVE BEEN REMOVED AND RECONFIGURED TO
 FH0741'COMPLY WITH ADA STANDARDS.  THE STATION WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL1141 ***********************************************************************
 DL1141  DESIGNATION -  H 258
 DL1141  PID         -  DL1141
 DL1141  STATE/COUNTY-  AR/MILLER
 DL1141  COUNTRY     -  US
 DL1141  USGS QUAD   -  GARLAND (2017)
 DL1141
 DL1141                         *CURRENT SURVEY CONTROL
 DL1141  ______________________________________________________________________
 DL1141* NAD 83(1986) POSITION- 33 17 05.     (N) 093 41 52.     (W)   SCALED
 DL1141* NAVD 88 ORTHO HEIGHT -    67.728 (meters)      222.20  (feet) ADJUSTED
 DL1141  ______________________________________________________________________
 DL1141  GEOID HEIGHT    -        -26.699 (meters)                     GEOID18
 DL1141  DYNAMIC HEIGHT  -         67.655 (meters)      221.96  (feet) COMP
 DL1141  MODELED GRAVITY -    979,562.2   (mgal)                       NAVD 88
 DL1141
 DL1141  VERT ORDER      -  FIRST     CLASS I
 DL1141
 DL1141.The horizontal coordinates were scaled from a map and have
 DL1141.an estimated accuracy of +/- 6 seconds.
 DL1141
 DL1141.The orthometric height was determined by differential leveling and
 DL1141.adjusted by the NATIONAL GEODETIC SURVEY
 DL1141.in June 1991.
 DL1141
 DL1141.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1141.GEOID18 height accuracy estimate available here.
 DL1141
 DL1141.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS350830(NAD 83)
 DL1141
 DL1141                          SUPERSEDED SURVEY CONTROL
 DL1141
 DL1141  NGVD 29 (11/26/84)   67.758  (m)          222.30   (f) ADJUSTED    1 1
 DL1141
 DL1141.Superseded values are not recommended for survey control.
 DL1141
 DL1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1141.See file dsdata.pdf to determine how the superseded data were derived.
 DL1141
 DL1141_MARKER: DV = VERTICAL CONTROL DISK
 DL1141_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DL1141+WITH SETTING: INTO GROUND
 DL1141_STAMPING: H 258 1977
 DL1141_MARK LOGO: NGS
 DL1141_MAGNETIC: I = MARKER IS A STEEL ROD
 DL1141_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1115 ***********************************************************************
 DL1115  DESIGNATION -  H 259
 DL1115  PID         -  DL1115
 DL1115  STATE/COUNTY-  AR/MILLER
 DL1115  COUNTRY     -  US
 DL1115  USGS QUAD   -  DODDRIDGE NW (2017)
 DL1115
 DL1115                         *CURRENT SURVEY CONTROL
 DL1115  ______________________________________________________________________
 DL1115* NAD 83(1986) POSITION- 33 08 48.     (N) 093 53 21.     (W)   SCALED
 DL1115* NAVD 88 ORTHO HEIGHT -    62.759 (meters)      205.90  (feet) ADJUSTED
 DL1115  ______________________________________________________________________
 DL1115  GEOID HEIGHT    -        -26.626 (meters)                     GEOID18
 DL1115  DYNAMIC HEIGHT  -         62.691 (meters)      205.68  (feet) COMP
 DL1115  MODELED GRAVITY -    979,550.6   (mgal)                       NAVD 88
 DL1115
 DL1115  VERT ORDER      -  FIRST     CLASS I
 DL1115
 DL1115.The horizontal coordinates were scaled from a map and have
 DL1115.an estimated accuracy of +/- 6 seconds.
 DL1115
 DL1115.The orthometric height was determined by differential leveling and
 DL1115.adjusted by the NATIONAL GEODETIC SURVEY
 DL1115.in June 1991.
 DL1115
 DL1115.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1115.GEOID18 height accuracy estimate available here.
 DL1115
 DL1115.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS170678(NAD 83)
 DL1115
 DL1115                          SUPERSEDED SURVEY CONTROL
 DL1115
 DL1115  NGVD 29 (11/26/84)   62.790  (m)          206.00   (f) ADJUSTED    1 1
 DL1115
 DL1115.Superseded values are not recommended for survey control.
 DL1115
 DL1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1115.See file dsdata.pdf to determine how the superseded data were derived.
 DL1115
 DL1115_MARKER: DV = VERTICAL CONTROL DISK
 DL1115_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DL1115+WITH SETTING: INTO GROUND
 DL1115_STAMPING: H 259 1977
 DL1115_MARK LOGO: NGS
 DL1115_PROJECTION: PROJECTING 15 CENTIMETERS
 DL1115_MAGNETIC: I = MARKER IS A STEEL ROD
 DL1115_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0292 ***********************************************************************
 GE0292  DESIGNATION -  H 26
 GE0292  PID         -  GE0292
 GE0292  STATE/COUNTY-  AR/LAWRENCE
 GE0292  COUNTRY     -  US
 GE0292  USGS QUAD   -  WALNUT RIDGE (2017)
 GE0292
 GE0292                         *CURRENT SURVEY CONTROL
 GE0292  ______________________________________________________________________
 GE0292* NAD 83(1986) POSITION- 36 05 20.     (N) 090 57 41.     (W)   SCALED
 GE0292* NAVD 88 ORTHO HEIGHT -    81.777 (meters)      268.30  (feet) ADJUSTED
 GE0292  ______________________________________________________________________
 GE0292  GEOID HEIGHT    -        -28.080 (meters)                     GEOID18
 GE0292  DYNAMIC HEIGHT  -         81.710 (meters)      268.08  (feet) COMP
 GE0292  MODELED GRAVITY -    979,809.7   (mgal)                       NAVD 88
 GE0292
 GE0292  VERT ORDER      -  FIRST     CLASS II
 GE0292
 GE0292.The horizontal coordinates were scaled from a map and have
 GE0292.an estimated accuracy of +/- 6 seconds.
 GE0292
 GE0292.The orthometric height was determined by differential leveling and
 GE0292.adjusted by the NATIONAL GEODETIC SURVEY
 GE0292.in June 1991.
 GE0292
 GE0292.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0292.GEOID18 height accuracy estimate available here.
 GE0292
 GE0292.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV835957(NAD 83)
 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
 GE0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0292.See file dsdata.pdf to determine how the superseded data were derived.
 GE0292
 GE0292_MARKER: DB = BENCH MARK DISK
 GE0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0292_STAMPING: 268.024 H 26 1932
 GE0292_MARK LOGO: CGS
 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             CGS
 GE0292  HISTORY     - 19910211 MARK NOT FOUND   USPSQD
 GE0292
 GE0292                          STATION DESCRIPTION
 GE0292
 GE0292'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DL1171 ***********************************************************************
 DL1171  DESIGNATION -  H 260
 DL1171  PID         -  DL1171
 DL1171  STATE/COUNTY-  AR/MILLER
 DL1171  COUNTRY     -  US
 DL1171  USGS QUAD   -  FULTON (2017)
 DL1171
 DL1171                         *CURRENT SURVEY CONTROL
 DL1171  ______________________________________________________________________
 DL1171* NAD 83(1986) POSITION- 33 33 41.     (N) 093 49 35.     (W)   SCALED
 DL1171* NAVD 88 ORTHO HEIGHT -    76.745 (meters)      251.79  (feet) ADJUSTED
 DL1171  ______________________________________________________________________
 DL1171  GEOID HEIGHT    -        -27.018 (meters)                     GEOID18
 DL1171  DYNAMIC HEIGHT  -         76.664 (meters)      251.52  (feet) COMP
 DL1171  MODELED GRAVITY -    979,583.2   (mgal)                       NAVD 88
 DL1171
 DL1171  VERT ORDER      -  FIRST     CLASS I
 DL1171
 DL1171.The horizontal coordinates were scaled from a map and have
 DL1171.an estimated accuracy of +/- 6 seconds.
 DL1171
 DL1171.The orthometric height was determined by differential leveling and
 DL1171.adjusted by the NATIONAL GEODETIC SURVEY
 DL1171.in June 1991.
 DL1171
 DL1171.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1171.GEOID18 height accuracy estimate available here.
 DL1171
 DL1171.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT232138(NAD 83)
 DL1171
 DL1171                          SUPERSEDED SURVEY CONTROL
 DL1171
 DL1171  NGVD 29 (11/26/84)   76.759  (m)          251.83   (f) ADJUSTED    1 1
 DL1171
 DL1171.Superseded values are not recommended for survey control.
 DL1171
 DL1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1171.See file dsdata.pdf to determine how the superseded data were derived.
 DL1171
 DL1171_MARKER: DV = VERTICAL CONTROL DISK
 DL1171_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DL1171+WITH SETTING: INTO GROUND
 DL1171_STAMPING: H 260 1977
 DL1171_MARK LOGO: NGS
 DL1171_MAGNETIC: I = MARKER IS A STEEL ROD
 DL1171_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 AB2016 ***********************************************************************
 AB2016  DESIGNATION -  H 261 RESET
 AB2016  PID         -  AB2016
 AB2016  STATE/COUNTY-  AR/MILLER
 AB2016  COUNTRY     -  US
 AB2016  USGS QUAD   -  HOMAN (2017)
 AB2016
 AB2016                         *CURRENT SURVEY CONTROL
 AB2016  ______________________________________________________________________
 AB2016* NAD 83(1986) POSITION- 33 31 25.     (N) 093 58 14.     (W)   SCALED
 AB2016* NAVD 88 ORTHO HEIGHT -    81.02  (meters)      265.8   (feet) RESET
 AB2016  ______________________________________________________________________
 AB2016  GEOID HEIGHT    -        -26.996 (meters)                     GEOID18
 AB2016  VERT ORDER      -  THIRD
 AB2016
 AB2016.The horizontal coordinates were scaled from a map and have
 AB2016.an estimated accuracy of +/- 6 seconds.
 AB2016
 AB2016.The orthometric height was computed from unverified reset data.
 AB2016
 AB2016.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB2016.GEOID18 height accuracy estimate available here.
 AB2016
 AB2016.Click photographs - Photos may exist for this station.
 AB2016
 AB2016;                    North         East    Units  Estimated Accuracy
 AB2016;SPC AR S     -   496,810.      216,960.      MT  (+/- 180 meters Scaled)
 AB2016
 AB2016_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT098097(NAD 83)
 AB2016
 AB2016                          SUPERSEDED SURVEY CONTROL
 AB2016
 AB2016.No superseded survey control is available for this station.
 AB2016
 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 DEPARTMENT OF TRANSPORTATION 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 = MARCH 20, 2026 22:17:28 EDT
 GG0092 ***********************************************************************
 GG0092  DESIGNATION -  H 27
 GG0092  PID         -  GG0092
 GG0092  STATE/COUNTY-  AR/WASHINGTON
 GG0092  COUNTRY     -  US
 GG0092  USGS QUAD   -  FAYETTEVILLE (2017)
 GG0092
 GG0092                         *CURRENT SURVEY CONTROL
 GG0092  ______________________________________________________________________
 GG0092* NAD 83(1986) POSITION- 36 03 18.1    (N) 094 10 25.7    (W)   HD_HELD2
 GG0092* NAVD 88 ORTHO HEIGHT -   391.363 (meters)     1284.00  (feet) ADJUSTED
 GG0092  ______________________________________________________________________
 GG0092  GEOID HEIGHT    -        -28.082 (meters)                     GEOID18
 GG0092  DYNAMIC HEIGHT  -        391.010 (meters)     1282.84  (feet) COMP
 GG0092  MODELED GRAVITY -    979,721.0   (mgal)                       NAVD 88
 GG0092
 GG0092  VERT ORDER      -  FIRST     CLASS II
 GG0092
 GG0092.The horizontal coordinates were established by autonomous hand held GPS
 GG0092.observations and have an estimated accuracy of +/- 10 meters.
 GG0092
 GG0092.The orthometric height was determined by differential leveling and
 GG0092.adjusted by the NATIONAL GEODETIC SURVEY
 GG0092.in June 1991.
 GG0092
 GG0092.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0092.GEOID18 height accuracy estimate available here.
 GG0092
 GG0092.Click photographs - Photos may exist for this station.
 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     -   193,173.      204,160.      MT  (+/- 10 meters HH2 GPS)
 GG0092
 GG0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9427890689(NAD 83)
 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
 GG0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0092.See file dsdata.pdf to determine how the superseded data were derived.
 GG0092
 GG0092_MARKER: DB = BENCH MARK DISK
 GG0092_SETTING: 66 = SET IN ROCK OUTCROP
 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             CGS
 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  HISTORY     - 20071221 GOOD             GEOCAC
 GG0092
 GG0092                          STATION DESCRIPTION
 GG0092
 GG0092'DESCRIBED BY COAST AND 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.
 GG0092
 GG0092                          STATION RECOVERY (2007)
 GG0092
 GG0092'RECOVERY NOTE BY GEOCACHING 2007 (RGP)
 GG0092'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FH0049 ***********************************************************************
 FH0049  DESIGNATION -  H 28
 FH0049  PID         -  FH0049
 FH0049  STATE/COUNTY-  AR/CRAWFORD
 FH0049  COUNTRY     -  US
 FH0049  USGS QUAD   -  MOUNTAINBURG SW (2017)
 FH0049
 FH0049                         *CURRENT SURVEY CONTROL
 FH0049  ______________________________________________________________________
 FH0049* NAD 83(1986) POSITION- 35 33 51.     (N) 094 14 31.     (W)   SCALED
 FH0049* NAVD 88 ORTHO HEIGHT -   177.245 (meters)      581.51  (feet) ADJUSTED
 FH0049  ______________________________________________________________________
 FH0049  GEOID HEIGHT    -        -29.198 (meters)                     GEOID18
 FH0049  DYNAMIC HEIGHT  -        177.080 (meters)      580.97  (feet) COMP
 FH0049  MODELED GRAVITY -    979,698.7   (mgal)                       NAVD 88
 FH0049
 FH0049  VERT ORDER      -  FIRST     CLASS II
 FH0049
 FH0049.The horizontal coordinates were scaled from a map and have
 FH0049.an estimated accuracy of +/- 6 seconds.
 FH0049
 FH0049.The orthometric height was determined by differential leveling and
 FH0049.adjusted by the NATIONAL GEODETIC SURVEY
 FH0049.in June 1991.
 FH0049
 FH0049.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0049.GEOID18 height accuracy estimate available here.
 FH0049
 FH0049.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV874363(NAD 83)
 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
 FH0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0049.See file dsdata.pdf to determine how the superseded data were derived.
 FH0049
 FH0049_MARKER: DB = BENCH MARK DISK
 FH0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0049_STAMPING: 581.164 H 28 1932
 FH0049_MARK LOGO: CGS
 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             CGS
 FH0049  HISTORY     - 19891109 MARK NOT FOUND   NGS
 FH0049
 FH0049                          STATION DESCRIPTION
 FH0049
 FH0049'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1611 ***********************************************************************
 EJ1611  DESIGNATION -  H 287
 EJ1611  PID         -  EJ1611
 EJ1611  STATE/COUNTY-  AR/PULASKI
 EJ1611  COUNTRY     -  US
 EJ1611  USGS QUAD   -  SWEET HOME (2017)
 EJ1611
 EJ1611                         *CURRENT SURVEY CONTROL
 EJ1611  ______________________________________________________________________
 EJ1611* NAD 83(1986) POSITION- 34 40 40.2    (N) 092 14 03.7    (W)   HD_HELD2
 EJ1611* NAVD 88 ORTHO HEIGHT -    85.279 (meters)      279.79  (feet) ADJUSTED
 EJ1611  ______________________________________________________________________
 EJ1611  GEOID HEIGHT    -        -26.550 (meters)                     GEOID18
 EJ1611  DYNAMIC HEIGHT  -         85.198 (meters)      279.52  (feet) COMP
 EJ1611  MODELED GRAVITY -    979,690.3   (mgal)                       NAVD 88
 EJ1611
 EJ1611  VERT ORDER      -  FIRST     CLASS II
 EJ1611
 EJ1611.The horizontal coordinates were established by autonomous hand held GPS
 EJ1611.observations and have an estimated accuracy of +/- 10 meters.
 EJ1611
 EJ1611.The orthometric height was determined by differential leveling and
 EJ1611.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1611.in June 1991.
 EJ1611
 EJ1611.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1611.GEOID18 height accuracy estimate available here.
 EJ1611
 EJ1611.Click photographs - Photos may exist for this station.
 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     -   623,094.      378,523.      MT  (+/- 10 meters HH2 GPS)
 EJ1611
 EJ1611_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7013937583(NAD 83)
 EJ1611
 EJ1611                          SUPERSEDED SURVEY CONTROL
 EJ1611
 EJ1611.No superseded survey control is available for this station.
 EJ1611
 EJ1611_MARKER: DV = VERTICAL CONTROL DISK
 EJ1611_SETTING: 66 = SET IN ROCK OUTCROP
 EJ1611_STAMPING: H 287 1984
 EJ1611_MARK LOGO: NGS
 EJ1611_MAGNETIC: I = MARKER IS A STEEL ROD
 EJ1611_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1611_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EJ1611+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2007
 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  HISTORY     - 20070505 GOOD             NGS
 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'RECOVERED IN GOOD CONDITION.
 EJ1611
 EJ1611                          STATION RECOVERY (2007)
 EJ1611
 EJ1611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2007 (JBW)
 EJ1611'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1643 ***********************************************************************
 EJ1643  DESIGNATION -  H 288
 EJ1643  PID         -  EJ1643
 EJ1643  STATE/COUNTY-  AR/JEFFERSON
 EJ1643  COUNTRY     -  US
 EJ1643  USGS QUAD   -  WHITE HALL (2017)
 EJ1643
 EJ1643                         *CURRENT SURVEY CONTROL
 EJ1643  ______________________________________________________________________
 EJ1643* NAD 83(1986) POSITION- 34 19 29.0    (N) 092 07 02.5    (W)   HD_HELD2
 EJ1643* NAVD 88 ORTHO HEIGHT -    82.412 (meters)      270.38  (feet) ADJUSTED
 EJ1643  ______________________________________________________________________
 EJ1643  GEOID HEIGHT    -        -26.033 (meters)                     GEOID18
 EJ1643  DYNAMIC HEIGHT  -         82.333 (meters)      270.12  (feet) COMP
 EJ1643  MODELED GRAVITY -    979,671.6   (mgal)                       NAVD 88
 EJ1643
 EJ1643  VERT ORDER      -  FIRST     CLASS II
 EJ1643
 EJ1643.The horizontal coordinates were established by autonomous hand held GPS
 EJ1643.observations and have an estimated accuracy of +/- 10 meters.
 EJ1643
 EJ1643.The orthometric height was determined by differential leveling and
 EJ1643.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1643.in June 1991.
 EJ1643
 EJ1643.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1643.GEOID18 height accuracy estimate available here.
 EJ1643
 EJ1643.Click photographs - Photos may exist for this station.
 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     -   583,906.      389,200.      MT  (+/- 10 meters HH2 GPS)
 EJ1643
 EJ1643_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT8119998514(NAD 83)
 EJ1643
 EJ1643                          SUPERSEDED SURVEY CONTROL
 EJ1643
 EJ1643.No superseded survey control is available for this station.
 EJ1643
 EJ1643_MARKER: I = METAL ROD
 EJ1643_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EJ1643_STAMPING: H 288 1984
 EJ1643_MARK LOGO: NGS
 EJ1643_PROJECTION: RECESSED 2 CENTIMETERS
 EJ1643_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1643_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EJ1643+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2015
 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  HISTORY     - 20150317 GOOD             NGS
 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.
 EJ1643
 EJ1643                          STATION RECOVERY (2015)
 EJ1643
 EJ1643'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2015 (JBW)
 EJ1643'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH2585 ***********************************************************************
 EH2585  DESIGNATION -  H 289
 EH2585  PID         -  EH2585
 EH2585  STATE/COUNTY-  AR/JEFFERSON
 EH2585  COUNTRY     -  US
 EH2585  USGS QUAD   -  MOSCOW (2017)
 EH2585
 EH2585                         *CURRENT SURVEY CONTROL
 EH2585  ______________________________________________________________________
 EH2585* NAD 83(1986) POSITION- 34 09 40.     (N) 091 50 08.     (W)   SCALED
 EH2585* NAVD 88 ORTHO HEIGHT -    60.230 (meters)      197.60  (feet) ADJUSTED
 EH2585  ______________________________________________________________________
 EH2585  GEOID HEIGHT    -        -25.940 (meters)                     GEOID18
 EH2585  DYNAMIC HEIGHT  -         60.171 (meters)      197.41  (feet) COMP
 EH2585  MODELED GRAVITY -    979,667.2   (mgal)                       NAVD 88
 EH2585
 EH2585  VERT ORDER      -  FIRST     CLASS II
 EH2585
 EH2585.The horizontal coordinates were scaled from a map and have
 EH2585.an estimated accuracy of +/- 6 seconds.
 EH2585
 EH2585.The orthometric height was determined by differential leveling and
 EH2585.adjusted by the NATIONAL GEODETIC SURVEY
 EH2585.in June 1991.
 EH2585
 EH2585.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2585.GEOID18 height accuracy estimate available here.
 EH2585
 EH2585.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT073806(NAD 83)
 EH2585
 EH2585                          SUPERSEDED SURVEY CONTROL
 EH2585
 EH2585.No superseded survey control is available for this station.
 EH2585
 EH2585_MARKER: I = METAL ROD
 EH2585_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EH2585_STAMPING: H 289 1984
 EH2585_MARK LOGO: NGS
 EH2585_PROJECTION: FLUSH
 EH2585_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH2585_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2585+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2015
 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  HISTORY     - 20150317 GOOD             NGS
 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.
 EH2585
 EH2585                          STATION RECOVERY (2015)
 EH2585
 EH2585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2015 (JBW)
 EH2585'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FH0177 ***********************************************************************
 FH0177  DESIGNATION -  H 29
 FH0177  PID         -  FH0177
 FH0177  STATE/COUNTY-  AR/FRANKLIN
 FH0177  COUNTRY     -  US
 FH0177  USGS QUAD   -  MULBERRY (2017)
 FH0177
 FH0177                         *CURRENT SURVEY CONTROL
 FH0177  ______________________________________________________________________
 FH0177* NAD 83(1986) POSITION- 35 28 52.     (N) 094 01 18.     (W)   SCALED
 FH0177* NAVD 88 ORTHO HEIGHT -   124.838 (meters)      409.57  (feet) ADJUSTED
 FH0177  ______________________________________________________________________
 FH0177  GEOID HEIGHT    -        -29.371 (meters)                     GEOID18
 FH0177  DYNAMIC HEIGHT  -        124.723 (meters)      409.20  (feet) COMP
 FH0177  MODELED GRAVITY -    979,713.3   (mgal)                       NAVD 88
 FH0177
 FH0177  VERT ORDER      -  FIRST     CLASS II
 FH0177
 FH0177.The horizontal coordinates were scaled from a map and have
 FH0177.an estimated accuracy of +/- 6 seconds.
 FH0177
 FH0177.The orthometric height was determined by differential leveling and
 FH0177.adjusted by the NATIONAL GEODETIC SURVEY
 FH0177.in June 1991.
 FH0177
 FH0177.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0177.GEOID18 height accuracy estimate available here.
 FH0177
 FH0177.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV073268(NAD 83)
 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
 FH0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0177.See file dsdata.pdf to determine how the superseded data were derived.
 FH0177
 FH0177_MARKER: DB = BENCH MARK DISK
 FH0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0177_STAMPING: 409.369 H 29 1932
 FH0177_MARK LOGO: CGS
 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             CGS
 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 COAST AND GEODETIC SURVEY 1959
 FH0177'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1665 ***********************************************************************
 EJ1665  DESIGNATION -  H 290
 EJ1665  PID         -  EJ1665
 EJ1665  STATE/COUNTY-  AR/PULASKI
 EJ1665  COUNTRY     -  US
 EJ1665  USGS QUAD   -  NORTH LITTLE ROCK (2017)
 EJ1665
 EJ1665                         *CURRENT SURVEY CONTROL
 EJ1665  ______________________________________________________________________
 EJ1665* NAD 83(1986) POSITION- 34 48 19.4    (N) 092 17 29.1    (W)   HD_HELD2
 EJ1665* NAVD 88 ORTHO HEIGHT -    92.004 (meters)      301.85  (feet) ADJUSTED
 EJ1665  ______________________________________________________________________
 EJ1665  GEOID HEIGHT    -        -26.825 (meters)                     GEOID18
 EJ1665  DYNAMIC HEIGHT  -         91.918 (meters)      301.57  (feet) COMP
 EJ1665  MODELED GRAVITY -    979,702.9   (mgal)                       NAVD 88
 EJ1665
 EJ1665  VERT ORDER      -  FIRST     CLASS II
 EJ1665
 EJ1665.The horizontal coordinates were established by autonomous hand held GPS
 EJ1665.observations and have an estimated accuracy of +/- 10 meters.
 EJ1665
 EJ1665.The orthometric height was determined by differential leveling and
 EJ1665.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1665.in September 2023.
 EJ1665
 EJ1665.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1665.GEOID18 height accuracy estimate available here.
 EJ1665
 EJ1665.Click photographs - Photos may exist for this station.
 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     -   637,258.      373,334.      MT  (+/- 10 meters HH2 GPS)
 EJ1665
 EJ1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6481251690(NAD 83)
 EJ1665
 EJ1665                          SUPERSEDED SURVEY CONTROL
 EJ1665
 EJ1665  NAVD 88 (06/15/91)   91.996  (m)          301.82   (f) SUPERSEDED  1 2
 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
 EJ1665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1665.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1665
 EJ1665_MARKER: F = FLANGE-ENCASED ROD
 EJ1665_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EJ1665+WITH SETTING: INFORMATION.
 EJ1665_STAMPING: H 290 1984
 EJ1665_MARK LOGO: NGS
 EJ1665_PROJECTION: RECESSED 5 CENTIMETERS
 EJ1665_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EJ1665+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2016
 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  HISTORY     - 20120503 GOOD             ARHD
 EJ1665  HISTORY     - 20160223 GOOD             ARHD
 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.
 EJ1665
 EJ1665                          STATION RECOVERY (2012)
 EJ1665
 EJ1665'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (JDH)
 EJ1665'RECOVERED AS DESCRIBED.
 EJ1665
 EJ1665                          STATION RECOVERY (2016)
 EJ1665
 EJ1665'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (WDA)
 EJ1665'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1545 ***********************************************************************
 FG1545  DESIGNATION -  H 291
 FG1545  PID         -  FG1545
 FG1545  STATE/COUNTY-  AR/FAULKNER
 FG1545  COUNTRY     -  US
 FG1545  USGS QUAD   -  GLEASON (2017)
 FG1545
 FG1545                         *CURRENT SURVEY CONTROL
 FG1545  ______________________________________________________________________
 FG1545* NAD 83(1986) POSITION- 35 06 40.     (N) 092 30 27.     (W)   SCALED
 FG1545* NAVD 88 ORTHO HEIGHT -   100.332 (meters)      329.17  (feet) ADJUSTED
 FG1545  ______________________________________________________________________
 FG1545  GEOID HEIGHT    -        -28.113 (meters)                     GEOID18
 FG1545  DYNAMIC HEIGHT  -        100.238 (meters)      328.86  (feet) COMP
 FG1545  MODELED GRAVITY -    979,697.5   (mgal)                       NAVD 88
 FG1545
 FG1545  VERT ORDER      -  FIRST     CLASS II
 FG1545
 FG1545.The horizontal coordinates were scaled from a map and have
 FG1545.an estimated accuracy of +/- 6 seconds.
 FG1545
 FG1545.The orthometric height was determined by differential leveling and
 FG1545.adjusted by the NATIONAL GEODETIC SURVEY
 FG1545.in June 1991.
 FG1545
 FG1545.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1545.GEOID18 height accuracy estimate available here.
 FG1545
 FG1545.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU448854(NAD 83)
 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
 FG1545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1545.See file dsdata.pdf to determine how the superseded data were derived.
 FG1545
 FG1545_MARKER: I = METAL ROD
 FG1545_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FG1545+WITH SETTING: INFORMATION.
 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  HISTORY     - 20140415 MARK NOT FOUND   ARHD
 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.
 FG1545
 FG1545                          STATION RECOVERY (2014)
 FG1545
 FG1545'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014
 FG1545'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK1731 ***********************************************************************
 DK1731  HT_MOD      -  This is a Height Modernization Survey Station.
 DK1731  DESIGNATION -  H 292
 DK1731  PID         -  DK1731
 DK1731  STATE/COUNTY-  AR/DESHA
 DK1731  COUNTRY     -  US
 DK1731  USGS QUAD   -  GOULD (2017)
 DK1731
 DK1731                         *CURRENT SURVEY CONTROL
 DK1731  ______________________________________________________________________
 DK1731* NAD 83(2011) POSITION- 33 56 32.95764(N) 091 31 39.04877(W)   ADJUSTED
 DK1731* NAD 83(2011) ELLIP HT-    22.935 (meters)        (06/27/12)   ADJUSTED
 DK1731* NAD 83(2011) EPOCH   -  2010.00
 DK1731* NAVD 88 ORTHO HEIGHT -    49.04  (meters)      160.9   (feet) GPS OBS
 DK1731  ______________________________________________________________________
 DK1731  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DK1731  GEOID HEIGHT    -        -26.055 (meters)                     GEOID03
 DK1731  GEOID HEIGHT    -        -26.017 (meters)                     GEOID18
 DK1731  NAD 83(2011) X  -   -141,197.825 (meters)                     COMP
 DK1731  NAD 83(2011) Y  - -5,294,959.685 (meters)                     COMP
 DK1731  NAD 83(2011) Z  -  3,541,168.890 (meters)                     COMP
 DK1731  LAPLACE CORR    -         -1.63  (seconds)                    DEFLEC18
 DK1731
 DK1731  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK1731  Standards:
 DK1731         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK1731            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK1731  -------------------------------------------------------------------
 DK1731  NETWORK    1.57   3.12           0.68   0.60   1.59     -0.14188604
 DK1731  -------------------------------------------------------------------
 DK1731  Click here for local accuracies and other accuracy information.
 DK1731
 DK1731.The horizontal coordinates were established by GPS observations
 DK1731.and adjusted by the National Geodetic Survey in June 2012.
 DK1731
 DK1731.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK1731.been affixed to the stable North American tectonic plate. See 
 DK1731.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK1731
 DK1731.The horizontal coordinates are valid at the epoch date displayed above
 DK1731.which is a decimal equivalence of Year/Month/Day.
 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.
 DK1731
 DK1731.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1731.GEOID18 height accuracy estimate available here.
 DK1731
 DK1731.Click photographs - Photos may exist 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 DEFLEC18 derived deflections.
 DK1731
 DK1731.The ellipsoidal height was determined by GPS observations
 DK1731.and is referenced to NAD 83.
 DK1731
 DK1731. The following values were computed from the NAD 83(2011) position.
 DK1731
 DK1731;                    North         East     Units Scale Factor Converg.
 DK1731;SPC AR S     -   541,604.787   443,676.295   MT  0.99991975   +0 15 52.0
 DK1731;SPC AR S     - 1,776,915.04  1,455,627.98   sFT  0.99991975   +0 15 52.0
 DK1731;UTM  15      - 3,756,755.687   636,078.191   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT3607856755(NAD 83)
 DK1731
 DK1731                          SUPERSEDED SURVEY CONTROL
 DK1731
 DK1731  NAD 83(2007)-  33 56 32.95761(N)    091 31 39.04975(W) AD(2002.00) 0
 DK1731  ELLIP H (02/10/07)   22.955  (m)                       GP(2002.00)    
 DK1731  NAD 83(1997)-  33 56 32.95739(N)    091 31 39.04905(W) AD(       ) B
 DK1731  ELLIP H (04/05/04)   22.963  (m)                       GP(       ) 4 1
 DK1731  NAVD 88              48.92   (m)          160.5    (f) LEVELING    3  
 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
 DK1731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1731.See file dsdata.pdf to determine how the superseded data were derived.
 DK1731
 DK1731_MARKER: I = METAL ROD
 DK1731_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1570 ***********************************************************************
 FG1570  DESIGNATION -  H 293
 FG1570  PID         -  FG1570
 FG1570  STATE/COUNTY-  AR/POPE
 FG1570  COUNTRY     -  US
 FG1570  USGS QUAD   -  ATKINS (2017)
 FG1570
 FG1570                         *CURRENT SURVEY CONTROL
 FG1570  ______________________________________________________________________
 FG1570* NAD 83(1986) POSITION- 35 14 32.     (N) 092 55 13.     (W)   SCALED
 FG1570* NAVD 88 ORTHO HEIGHT -   100.329 (meters)      329.16  (feet) ADJUSTED
 FG1570  ______________________________________________________________________
 FG1570  GEOID HEIGHT    -        -28.826 (meters)                     GEOID18
 FG1570  DYNAMIC HEIGHT  -        100.234 (meters)      328.85  (feet) COMP
 FG1570  MODELED GRAVITY -    979,695.1   (mgal)                       NAVD 88
 FG1570
 FG1570  VERT ORDER      -  FIRST     CLASS II
 FG1570
 FG1570.The horizontal coordinates were scaled from a map and have
 FG1570.an estimated accuracy of +/- 6 seconds.
 FG1570
 FG1570.The orthometric height was determined by differential leveling and
 FG1570.adjusted by the NATIONAL GEODETIC SURVEY
 FG1570.in June 1991.
 FG1570
 FG1570.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1570.GEOID18 height accuracy estimate available here.
 FG1570
 FG1570.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU072999(NAD 83)
 FG1570
 FG1570                          SUPERSEDED SURVEY CONTROL
 FG1570
 FG1570.No superseded survey control is available for this station.
 FG1570
 FG1570_MARKER: I = METAL ROD
 FG1570_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FG1570_STAMPING: H 293 1984
 FG1570_MARK LOGO: NGS
 FG1570_PROJECTION: FLUSH
 FG1570_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1570_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG1570+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2015
 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  HISTORY     - 20120214 GOOD             ARHD
 FG1570  HISTORY     - 20151020 GOOD             CONSOL
 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.
 FG1570
 FG1570                          STATION RECOVERY (2012)
 FG1570
 FG1570'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (AMC)
 FG1570'RECOVERED IN GOOD CONDITION.
 FG1570
 FG1570                          STATION RECOVERY (2015)
 FG1570
 FG1570'RECOVERY NOTE BY CONSOLIDATED LAND SERVICE 2015
 FG1570'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1607 ***********************************************************************
 FG1607  DESIGNATION -  H 294
 FG1607  PID         -  FG1607
 FG1607  STATE/COUNTY-  AR/JOHNSON
 FG1607  COUNTRY     -  US
 FG1607  USGS QUAD   -  KNOXVILLE (2017)
 FG1607
 FG1607                         *CURRENT SURVEY CONTROL
 FG1607  ______________________________________________________________________
 FG1607* NAD 83(1986) POSITION- 35 22 53.     (N) 093 21 47.     (W)   SCALED
 FG1607* NAVD 88 ORTHO HEIGHT -   118.330 (meters)      388.22  (feet) ADJUSTED
 FG1607  ______________________________________________________________________
 FG1607  GEOID HEIGHT    -        -29.310 (meters)                     GEOID18
 FG1607  DYNAMIC HEIGHT  -        118.220 (meters)      387.86  (feet) COMP
 FG1607  MODELED GRAVITY -    979,699.2   (mgal)                       NAVD 88
 FG1607
 FG1607  VERT ORDER      -  FIRST     CLASS II
 FG1607
 FG1607.The horizontal coordinates were scaled from a map and have
 FG1607.an estimated accuracy of +/- 6 seconds.
 FG1607
 FG1607.The orthometric height was determined by differential leveling and
 FG1607.adjusted by the NATIONAL GEODETIC SURVEY
 FG1607.in June 1991.
 FG1607
 FG1607.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1607.GEOID18 height accuracy estimate available here.
 FG1607
 FG1607.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV670153(NAD 83)
 FG1607
 FG1607                          SUPERSEDED SURVEY CONTROL
 FG1607
 FG1607.No superseded survey control is available for this station.
 FG1607
 FG1607_MARKER: F = FLANGE-ENCASED ROD
 FG1607_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FG1607+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2015
 FG1607_ROD/PIPE-DEPTH: 3.9 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  HISTORY     - 20151015 GOOD             CONSOL
 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.
 FG1607
 FG1607                          STATION RECOVERY (2015)
 FG1607
 FG1607'RECOVERY NOTE BY CONSOLIDATED LAND SERVICE 2015
 FG1607'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1659 ***********************************************************************
 FG1659  DESIGNATION -  H 295
 FG1659  PID         -  FG1659
 FG1659  STATE/COUNTY-  AR/FRANKLIN
 FG1659  COUNTRY     -  US
 FG1659  USGS QUAD   -  CECIL (2017)
 FG1659
 FG1659                         *CURRENT SURVEY CONTROL
 FG1659  ______________________________________________________________________
 FG1659* NAD 83(1986) POSITION- 35 26 35.     (N) 093 59 19.     (W)   SCALED
 FG1659* NAVD 88 ORTHO HEIGHT -   198.759 (meters)      652.10  (feet) ADJUSTED
 FG1659  ______________________________________________________________________
 FG1659  GEOID HEIGHT    -        -29.442 (meters)                     GEOID18
 FG1659  DYNAMIC HEIGHT  -        198.574 (meters)      651.49  (feet) COMP
 FG1659  MODELED GRAVITY -    979,695.1   (mgal)                       NAVD 88
 FG1659
 FG1659  VERT ORDER      -  FIRST     CLASS II
 FG1659
 FG1659.The horizontal coordinates were scaled from a map and have
 FG1659.an estimated accuracy of +/- 6 seconds.
 FG1659
 FG1659.The orthometric height was determined by differential leveling and
 FG1659.adjusted by the NATIONAL GEODETIC SURVEY
 FG1659.in June 1991.
 FG1659
 FG1659.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1659.GEOID18 height accuracy estimate available here.
 FG1659
 FG1659.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV102226(NAD 83)
 FG1659
 FG1659                          SUPERSEDED SURVEY CONTROL
 FG1659
 FG1659.No superseded survey control is available for this station.
 FG1659
 FG1659_MARKER: I = METAL ROD
 FG1659_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FG1659+WITH SETTING: INFORMATION.
 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 = MARCH 20, 2026 22:17:28 EDT
 FH0790 ***********************************************************************
 FH0790  DESIGNATION -  H 297
 FH0790  PID         -  FH0790
 FH0790  STATE/COUNTY-  AR/SEBASTIAN
 FH0790  COUNTRY     -  US
 FH0790  USGS QUAD   -  LAVACA (2017)
 FH0790
 FH0790                         *CURRENT SURVEY CONTROL
 FH0790  ______________________________________________________________________
 FH0790* NAD 83(1986) POSITION- 35 20 16.55   (N) 094 13 03.30   (W)   HD_HELD1
 FH0790* NAVD 88 ORTHO HEIGHT -   118.914 (meters)      390.14  (feet) ADJUSTED
 FH0790  ______________________________________________________________________
 FH0790  GEOID HEIGHT    -        -30.060 (meters)                     GEOID18
 FH0790  DYNAMIC HEIGHT  -        118.802 (meters)      389.77  (feet) COMP
 FH0790  MODELED GRAVITY -    979,692.8   (mgal)                       NAVD 88
 FH0790
 FH0790  VERT ORDER      -  FIRST     CLASS II
 FH0790
 FH0790.The horizontal coordinates were determined by differentially corrected
 FH0790.hand held GPS observations or other comparable positioning techniques
 FH0790.and have an estimated accuracy of +/- 3 meters.
 FH0790
 FH0790.The orthometric height was determined by differential leveling and
 FH0790.adjusted by the NATIONAL GEODETIC SURVEY
 FH0790.in June 1991.
 FH0790
 FH0790.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0790.GEOID18 height accuracy estimate available here.
 FH0790
 FH0790.Click photographs - Photos may exist for this station.
 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     -   113,721.3     198,424.8     MT  (+/- 3 meters HH1 GPS) 
 FH0790
 FH0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV8934911199(NAD 83)
 FH0790
 FH0790                          SUPERSEDED SURVEY CONTROL
 FH0790
 FH0790.No superseded survey control is available for this station.
 FH0790
 FH0790_MARKER: I = METAL ROD
 FH0790_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH0790+WITH SETTING: INFORMATION.
 FH0790_STAMPING: H 297 1984
 FH0790_MARK LOGO: NGS
 FH0790_PROJECTION: FLUSH
 FH0790_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0790_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH0790+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2015
 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  HISTORY     - 20140115 GOOD             ARHD
 FH0790  HISTORY     - 20150930 GOOD             CONSOL
 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.
 FH0790
 FH0790                          STATION RECOVERY (2014)
 FH0790
 FH0790'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (WDA)
 FH0790'RECOVERED IN GOOD CONDITION.
 FH0790
 FH0790                          STATION RECOVERY (2015)
 FH0790
 FH0790'RECOVERY NOTE BY CONSOLIDATED LAND SERVICE 2015
 FH0790'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FH0813 ***********************************************************************
 FH0813  DESIGNATION -  H 298
 FH0813  PID         -  FH0813
 FH0813  STATE/COUNTY-  AR/SEBASTIAN
 FH0813  COUNTRY     -  US
 FH0813  USGS QUAD   -  SOUTH FORT SMITH (2017)
 FH0813
 FH0813                         *CURRENT SURVEY CONTROL
 FH0813  ______________________________________________________________________
 FH0813* NAD 83(1986) POSITION- 35 17 42.     (N) 094 23 15.     (W)   SCALED
 FH0813* NAVD 88 ORTHO HEIGHT -   153.915 (meters)      504.97  (feet) ADJUSTED
 FH0813  ______________________________________________________________________
 FH0813  GEOID HEIGHT    -        -30.400 (meters)                     GEOID18
 FH0813  DYNAMIC HEIGHT  -        153.768 (meters)      504.49  (feet) COMP
 FH0813  MODELED GRAVITY -    979,676.3   (mgal)                       NAVD 88
 FH0813
 FH0813  VERT ORDER      -  FIRST     CLASS II
 FH0813
 FH0813.The horizontal coordinates were scaled from a map and have
 FH0813.an estimated accuracy of +/- 6 seconds.
 FH0813
 FH0813.The orthometric height was determined by differential leveling and
 FH0813.adjusted by the NATIONAL GEODETIC SURVEY
 FH0813.in June 1991.
 FH0813
 FH0813.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0813.GEOID18 height accuracy estimate available here.
 FH0813
 FH0813.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV738066(NAD 83)
 FH0813
 FH0813                          SUPERSEDED SURVEY CONTROL
 FH0813
 FH0813.No superseded survey control is available for this station.
 FH0813
 FH0813_MARKER: I = METAL ROD
 FH0813_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH0813+WITH SETTING: INFORMATION.
 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 - July 26, 2009
 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  HISTORY     - 20090726 GOOD             GEOCAC
 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 DEPARTMENT OF TRANSPORTATION 2004 (DFC)
 FH0813'RECOVERED IN GOOD CONDITION.
 FH0813
 FH0813                          STATION RECOVERY (2009)
 FH0813
 FH0813'RECOVERY NOTE BY GEOCACHING 2009 (JA)
 FH0813'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FH0837 ***********************************************************************
 FH0837  DESIGNATION -  H 299
 FH0837  PID         -  FH0837
 FH0837  STATE/COUNTY-  AR/SCOTT
 FH0837  COUNTRY     -  US
 FH0837  USGS QUAD   -  IONE (2017)
 FH0837
 FH0837                         *CURRENT SURVEY CONTROL
 FH0837  ______________________________________________________________________
 FH0837* NAD 83(1986) POSITION- 35 02 45.     (N) 094 07 19.     (W)   SCALED
 FH0837* NAVD 88 ORTHO HEIGHT -   168.404 (meters)      552.51  (feet) ADJUSTED
 FH0837  ______________________________________________________________________
 FH0837  GEOID HEIGHT    -        -30.621 (meters)                     GEOID18
 FH0837  DYNAMIC HEIGHT  -        168.235 (meters)      551.95  (feet) COMP
 FH0837  MODELED GRAVITY -    979,630.5   (mgal)                       NAVD 88
 FH0837
 FH0837  VERT ORDER      -  FIRST     CLASS II
 FH0837
 FH0837.The horizontal coordinates were scaled from a map and have
 FH0837.an estimated accuracy of +/- 6 seconds.
 FH0837
 FH0837.The orthometric height was determined by differential leveling and
 FH0837.adjusted by the NATIONAL GEODETIC SURVEY
 FH0837.in June 1991.
 FH0837
 FH0837.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0837.GEOID18 height accuracy estimate available here.
 FH0837
 FH0837.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU976787(NAD 83)
 FH0837
 FH0837                          SUPERSEDED SURVEY CONTROL
 FH0837
 FH0837.No superseded survey control is available for this station.
 FH0837
 FH0837_MARKER: I = METAL ROD
 FH0837_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH0837+WITH SETTING: INFORMATION.
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0731 ***********************************************************************
 FF0731  DESIGNATION -  H 3
 FF0731  PID         -  FF0731
 FF0731  STATE/COUNTY-  AR/CRAIGHEAD
 FF0731  COUNTRY     -  US
 FF0731  USGS QUAD   -  JONESBORO (2017)
 FF0731
 FF0731                         *CURRENT SURVEY CONTROL
 FF0731  ______________________________________________________________________
 FF0731* NAD 83(1986) POSITION- 35 50 45.     (N) 090 43 17.     (W)   SCALED
 FF0731* NAVD 88 ORTHO HEIGHT -    88.286 (meters)      289.65  (feet) ADJUSTED
 FF0731  ______________________________________________________________________
 FF0731  GEOID HEIGHT    -        -27.815 (meters)                     GEOID18
 FF0731  DYNAMIC HEIGHT  -         88.211 (meters)      289.41  (feet) COMP
 FF0731  MODELED GRAVITY -    979,781.3   (mgal)                       NAVD 88
 FF0731
 FF0731  VERT ORDER      -  FIRST     CLASS II
 FF0731
 FF0731.The horizontal coordinates were scaled from a map and have
 FF0731.an estimated accuracy of +/- 6 seconds.
 FF0731
 FF0731.The orthometric height was determined by differential leveling and
 FF0731.adjusted by the NATIONAL GEODETIC SURVEY
 FF0731.in June 1991.
 FF0731
 FF0731.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0731.GEOID18 height accuracy estimate available here.
 FF0731
 FF0731.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV057692(NAD 83)
 FF0731
 FF0731                          SUPERSEDED SURVEY CONTROL
 FF0731
 FF0731  NGVD 29 (11/26/84)   88.198  (m)          289.36   (f) ADJUSTED    1 2
 FF0731
 FF0731.Superseded values are not recommended for survey control.
 FF0731
 FF0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0731.See file dsdata.pdf to determine how the superseded data were derived.
 FF0731
 FF0731_MARKER: DB = BENCH MARK DISK
 FF0731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0731_STAMPING: 289.363 H 3 1928
 FF0731_MARK LOGO: CGS
 FF0731_PROJECTION: FLUSH
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0999 ***********************************************************************
 FG0999  DESIGNATION -  H 30
 FG0999  PID         -  FG0999
 FG0999  STATE/COUNTY-  AR/JOHNSON
 FG0999  COUNTRY     -  US
 FG0999  USGS QUAD   -  CLARKSVILLE (2017)
 FG0999
 FG0999                         *CURRENT SURVEY CONTROL
 FG0999  ______________________________________________________________________
 FG0999* NAD 83(1986) POSITION- 35 24 29.     (N) 093 23 02.     (W)   SCALED
 FG0999* NAVD 88 ORTHO HEIGHT -   117.621 (meters)      385.89  (feet) ADJUSTED
 FG0999  ______________________________________________________________________
 FG0999  GEOID HEIGHT    -        -29.265 (meters)                     GEOID18
 FG0999  DYNAMIC HEIGHT  -        117.512 (meters)      385.54  (feet) COMP
 FG0999  MODELED GRAVITY -    979,703.6   (mgal)                       NAVD 88
 FG0999
 FG0999  VERT ORDER      -  FIRST     CLASS II
 FG0999
 FG0999.The horizontal coordinates were scaled from a map and have
 FG0999.an estimated accuracy of +/- 6 seconds.
 FG0999
 FG0999.The orthometric height was determined by differential leveling and
 FG0999.adjusted by the NATIONAL GEODETIC SURVEY
 FG0999.in June 1991.
 FG0999
 FG0999.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0999.GEOID18 height accuracy estimate available here.
 FG0999
 FG0999.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV651183(NAD 83)
 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
 FG0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0999.See file dsdata.pdf to determine how the superseded data were derived.
 FG0999
 FG0999_MARKER: DB = BENCH MARK DISK
 FG0999_SETTING: 66 = SET IN ROCK OUTCROP
 FG0999_STAMPING: H 30 1932
 FG0999_MARK LOGO: CGS
 FG0999_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FG0999+STABILITY: POSITION/ELEVATION WELL
 FG0999
 FG0999  HISTORY     - Date     Condition        Report By
 FG0999  HISTORY     - 1932     MONUMENTED       CGS
 FG0999  HISTORY     - 1935     GOOD             CGS
 FG0999  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG0999
 FG0999                          STATION DESCRIPTION
 FG0999
 FG0999'DESCRIBED BY COAST AND 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EK0697 ***********************************************************************
 EK0697  DESIGNATION -  H 300
 EK0697  PID         -  EK0697
 EK0697  STATE/COUNTY-  AR/SCOTT
 EK0697  COUNTRY     -  US
 EK0697  USGS QUAD   -  ACORN (2017)
 EK0697
 EK0697                         *CURRENT SURVEY CONTROL
 EK0697  ______________________________________________________________________
 EK0697* NAD 83(1986) POSITION- 34 43 00.     (N) 094 09 31.     (W)   SCALED
 EK0697* NAVD 88 ORTHO HEIGHT -   275.905 (meters)      905.20  (feet) ADJUSTED
 EK0697  ______________________________________________________________________
 EK0697  GEOID HEIGHT    -        -30.460 (meters)                     GEOID18
 EK0697  DYNAMIC HEIGHT  -        275.609 (meters)      904.23  (feet) COMP
 EK0697  MODELED GRAVITY -    979,557.1   (mgal)                       NAVD 88
 EK0697
 EK0697  VERT ORDER      -  FIRST     CLASS II
 EK0697
 EK0697.The horizontal coordinates were scaled from a map and have
 EK0697.an estimated accuracy of +/- 6 seconds.
 EK0697
 EK0697.The orthometric height was determined by differential leveling and
 EK0697.adjusted by the NATIONAL GEODETIC SURVEY
 EK0697.in June 1991.
 EK0697
 EK0697.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0697.GEOID18 height accuracy estimate available here.
 EK0697
 EK0697.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU939422(NAD 83)
 EK0697
 EK0697                          SUPERSEDED SURVEY CONTROL
 EK0697
 EK0697.No superseded survey control is available for this station.
 EK0697
 EK0697_MARKER: I = METAL ROD
 EK0697_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 EK0724 ***********************************************************************
 EK0724  DESIGNATION -  H 301
 EK0724  PID         -  EK0724
 EK0724  STATE/COUNTY-  AR/POLK
 EK0724  COUNTRY     -  US
 EK0724  USGS QUAD   -  COVE (2017)
 EK0724
 EK0724                         *CURRENT SURVEY CONTROL
 EK0724  ______________________________________________________________________
 EK0724* NAD 83(1986) POSITION- 34 27 50.     (N) 094 23 24.     (W)   SCALED
 EK0724* NAVD 88 ORTHO HEIGHT -   267.361 (meters)      877.17  (feet) ADJUSTED
 EK0724  ______________________________________________________________________
 EK0724  GEOID HEIGHT    -        -30.040 (meters)                     GEOID18
 EK0724  DYNAMIC HEIGHT  -        267.071 (meters)      876.22  (feet) COMP
 EK0724  MODELED GRAVITY -    979,547.1   (mgal)                       NAVD 88
 EK0724
 EK0724  VERT ORDER      -  FIRST     CLASS II
 EK0724
 EK0724.The horizontal coordinates were scaled from a map and have
 EK0724.an estimated accuracy of +/- 6 seconds.
 EK0724
 EK0724.The orthometric height was determined by differential leveling and
 EK0724.adjusted by the NATIONAL GEODETIC SURVEY
 EK0724.in June 1991.
 EK0724
 EK0724.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0724.GEOID18 height accuracy estimate available here.
 EK0724
 EK0724.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU723144(NAD 83)
 EK0724
 EK0724                          SUPERSEDED SURVEY CONTROL
 EK0724
 EK0724.No superseded survey control is available for this station.
 EK0724
 EK0724_MARKER: I = METAL ROD
 EK0724_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 EK0748 ***********************************************************************
 EK0748  DESIGNATION -  H 302
 EK0748  PID         -  EK0748
 EK0748  STATE/COUNTY-  AR/POLK
 EK0748  COUNTRY     -  US
 EK0748  USGS QUAD   -  GILLHAM (2017)
 EK0748
 EK0748                         *CURRENT SURVEY CONTROL
 EK0748  ______________________________________________________________________
 EK0748* NAD 83(1986) POSITION- 34 11 33.     (N) 094 19 10.     (W)   SCALED
 EK0748* NAVD 88 ORTHO HEIGHT -   227.729 (meters)      747.14  (feet) ADJUSTED
 EK0748  ______________________________________________________________________
 EK0748  GEOID HEIGHT    -        -28.347 (meters)                     GEOID18
 EK0748  DYNAMIC HEIGHT  -        227.496 (meters)      746.38  (feet) COMP
 EK0748  MODELED GRAVITY -    979,605.6   (mgal)                       NAVD 88
 EK0748
 EK0748  VERT ORDER      -  FIRST     CLASS II
 EK0748
 EK0748.The horizontal coordinates were scaled from a map and have
 EK0748.an estimated accuracy of +/- 6 seconds.
 EK0748
 EK0748.The orthometric height was determined by differential leveling and
 EK0748.adjusted by the NATIONAL GEODETIC SURVEY
 EK0748.in June 1991.
 EK0748
 EK0748.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0748.GEOID18 height accuracy estimate available here.
 EK0748
 EK0748.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT784842(NAD 83)
 EK0748
 EK0748                          SUPERSEDED SURVEY CONTROL
 EK0748
 EK0748.No superseded survey control is available for this station.
 EK0748
 EK0748_MARKER: I = METAL ROD
 EK0748_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 DM1059 ***********************************************************************
 DM1059  DESIGNATION -  H 303
 DM1059  PID         -  DM1059
 DM1059  STATE/COUNTY-  AR/LITTLE RIVER
 DM1059  COUNTRY     -  US
 DM1059  USGS QUAD   -  CERROGORDO (2017)
 DM1059
 DM1059                         *CURRENT SURVEY CONTROL
 DM1059  ______________________________________________________________________
 DM1059* NAD 83(1986) POSITION- 33 53 44.4    (N) 094 24 37.0    (W)   HD_HELD2
 DM1059* NAVD 88 ORTHO HEIGHT -    96.422 (meters)      316.34  (feet) ADJUSTED
 DM1059  ______________________________________________________________________
 DM1059  GEOID HEIGHT    -        -27.509 (meters)                     GEOID18
 DM1059  DYNAMIC HEIGHT  -         96.323 (meters)      316.02  (feet) COMP
 DM1059  MODELED GRAVITY -    979,612.4   (mgal)                       NAVD 88
 DM1059
 DM1059  VERT ORDER      -  FIRST     CLASS II
 DM1059
 DM1059.The horizontal coordinates were established by autonomous hand held GPS
 DM1059.observations and have an estimated accuracy of +/- 10 meters.
 DM1059
 DM1059.The orthometric height was determined by differential leveling and
 DM1059.adjusted by the NATIONAL GEODETIC SURVEY
 DM1059.in June 1991.
 DM1059
 DM1059.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1059.GEOID18 height accuracy estimate available here.
 DM1059
 DM1059.Click photographs - Photos may exist for this station.
 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     -   538,935.      177,093.      MT  (+/- 10 meters HH2 GPS)
 DM1059
 DM1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT6959951482(NAD 83)
 DM1059
 DM1059                          SUPERSEDED SURVEY CONTROL
 DM1059
 DM1059.No superseded survey control is available for this station.
 DM1059
 DM1059_MARKER: DV = VERTICAL CONTROL DISK
 DM1059_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM1059_SP_SET: BRIDGE ABUTMENT
 DM1059_STAMPING: H 303 1985
 DM1059_MARK LOGO: NGS
 DM1059_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1059_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM1059+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2012
 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  HISTORY     - 20121016 GOOD             ARHD
 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.
 DM1059
 DM1059                          STATION RECOVERY (2012)
 DM1059
 DM1059'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (WDA)
 DM1059'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH2619 ***********************************************************************
 EH2619  DESIGNATION -  H 305
 EH2619  PID         -  EH2619
 EH2619  STATE/COUNTY-  AR/PHILLIPS
 EH2619  COUNTRY     -  US
 EH2619  USGS QUAD   -  ELAINE (2017)
 EH2619
 EH2619                         *CURRENT SURVEY CONTROL
 EH2619  ______________________________________________________________________
 EH2619* NAD 83(2011) POSITION- 34 16 03.97591(N) 090 50 27.35417(W)   ADJUSTED
 EH2619* NAD 83(2011) ELLIP HT-    32.169 (meters)        (06/27/12)   ADJUSTED
 EH2619* NAD 83(2011) EPOCH   -  2010.00
 EH2619* NAVD 88 ORTHO HEIGHT -    58.963 (meters)      193.45  (feet) ADJUSTED
 EH2619  ______________________________________________________________________
 EH2619  GEOID HEIGHT    -        -26.800 (meters)                     GEOID18
 EH2619  NAD 83(2011) X  -    -77,442.286 (meters)                     COMP
 EH2619  NAD 83(2011) Y  - -5,276,049.715 (meters)                     COMP
 EH2619  NAD 83(2011) Z  -  3,571,050.227 (meters)                     COMP
 EH2619  LAPLACE CORR    -         -0.13  (seconds)                    DEFLEC18
 EH2619  DYNAMIC HEIGHT  -         58.905 (meters)      193.26  (feet) COMP
 EH2619  MODELED GRAVITY -    979,649.0   (mgal)                       NAVD 88
 EH2619
 EH2619  VERT ORDER      -  FIRST     CLASS II
 EH2619
 EH2619  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 EH2619  Standards:
 EH2619         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 EH2619            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 EH2619  -------------------------------------------------------------------
 EH2619  NETWORK    0.34   0.61           0.15   0.12   0.31      0.21539138
 EH2619  -------------------------------------------------------------------
 EH2619  Click here for local accuracies and other accuracy information.
 EH2619
 EH2619.The horizontal coordinates were established by GPS observations
 EH2619.and adjusted by the National Geodetic Survey in June 2012.
 EH2619
 EH2619.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 EH2619.been affixed to the stable North American tectonic plate. See 
 EH2619.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 EH2619
 EH2619.The horizontal coordinates are valid at the epoch date displayed above
 EH2619.which is a decimal equivalence of Year/Month/Day.
 EH2619
 EH2619.The orthometric height was determined by differential leveling and
 EH2619.adjusted by the NATIONAL GEODETIC SURVEY
 EH2619.in June 1991.
 EH2619
 EH2619.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2619.GEOID18 height accuracy estimate available here.
 EH2619
 EH2619.Click photographs - Photos may exist for this station.
 EH2619
 EH2619.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH2619
 EH2619.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2619
 EH2619.The ellipsoidal height was determined by GPS observations
 EH2619.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 EH2619
 EH2619;                    North         East     Units Scale Factor Converg.
 EH2619;SPC AR S     -   578,187.134   506,733.011   MT  0.99992673   +0 38 55.4
 EH2619;SPC AR S     - 1,896,935.62  1,662,506.55   sFT  0.99992673   +0 38 55.4
 EH2619;UTM  15      - 3,793,955.926   698,774.827   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT9877493955(NAD 83)
 EH2619
 EH2619                          SUPERSEDED SURVEY CONTROL
 EH2619
 EH2619  NAD 83(2007)-  34 16 03.97590(N)    090 50 27.35514(W) AD(2002.00) 0
 EH2619  ELLIP H (02/10/07)   32.191  (m)                       GP(2002.00)    
 EH2619  NAD 83(1997)-  34 16 03.97563(N)    090 50 27.35463(W) AD(       ) B
 EH2619  ELLIP H (08/22/02)   32.181  (m)                       GP(       ) 3 1
 EH2619  NAVD 88              58.96   (m)          193.4    (f) LEVELING    3  
 EH2619  NGVD 29 (11/26/84)   59.027  (m)          193.66   (f) ADJUSTED    1 2
 EH2619
 EH2619.Superseded values are not recommended for survey control.
 EH2619
 EH2619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2619.See file dsdata.pdf to determine how the superseded data were derived.
 EH2619
 EH2619_MARKER: I = METAL ROD
 EH2619_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 - July 30, 2018
 EH2619_ROD/PIPE-DEPTH: 23.2 meters
 EH2619
 EH2619  HISTORY     - Date     Condition        Report By
 EH2619  HISTORY     - 1985     MONUMENTED       NGS
 EH2619  HISTORY     - 20001205 GOOD             USACE
 EH2619  HISTORY     - 20011003 GOOD             3001
 EH2619  HISTORY     - 20020429 GOOD             EMCINC
 EH2619  HISTORY     - 20090811 GOOD             USACE
 EH2619  HISTORY     - 20180730 GOOD             USACE
 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 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 OF MELWOOD, AND 8.44 MILES WEST OF SHERAPRD,
 EH2619'MS.
 EH2619'
 EH2619'8.7 MILES NORTH FROM MELWOOD NORTHERLY ALONG THE TOP OF THE LEVEE FROM
 EH2619'A GRAVEL ROAD CROSSING IN MELWOOD, 1.2 MILES SOUTH OF THE BENCH MARK
 EH2619'6305.
 EH2619'
 EH2619'THE STATION IS 1.2 MILES SOUTH OF BENCH MARK 6305, AT THE WEST SIDE OF
 EH2619'A CATTLE GUARD, 4.0 METERS 13.0 FT NORTH OF THE APPROXIMATE CENTER OF
 EH2619'THE LEVEE ROAD AND THE CATTLE GUARD, 24 METERS 8.0 FT NORTH OF THE
 EH2619'NORTHEAST CORNER OF THE CATTLE GUARD, 0.61 METER (2.0 FT) EAST OF A
 EH2619'FENCE LINE AND 20 FT FROM A WITNESS POST.
 EH2619
 EH2619                          STATION RECOVERY (2002)
 EH2619
 EH2619'RECOVERY NOTE BY EMC INCORPORATED 2002 (WB)
 EH2619'MARK FOUND AS DESCRIBED.
 EH2619
 EH2619                          STATION RECOVERY (2009)
 EH2619
 EH2619'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2009 (JMH)
 EH2619'MARK IS LOCATED 8.7 MI N ALONG LEVEE FROM CROSSING AT MELLWOOD, AR,
 EH2619'0.1 MI NORTH OF LMP 31/32, 175 FT SOUTH OF C/L OF LEVEE AND C/L OF
 EH2619'RAMP TO W, 28 FT WEST OF 6 INCH WOODEN POLE ON E CROWN OF LEVEE AND 14
 EH2619'FT WEST OF C/L OF LEVEE AT OLD CATTLEGUARD SITE, 2 FT NORTH OF
 EH2619'CARSONITE WITNESS POST.
 EH2619
 EH2619                          STATION RECOVERY (2018)
 EH2619
 EH2619'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2018 (POP)
 EH2619'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DM1160 ***********************************************************************
 DM1160  DESIGNATION -  H 307
 DM1160  PID         -  DM1160
 DM1160  STATE/COUNTY-  AR/MILLER
 DM1160  COUNTRY     -  US
 DM1160  USGS QUAD   -  TEXARKANA (2019)
 DM1160
 DM1160                         *CURRENT SURVEY CONTROL
 DM1160  ______________________________________________________________________
 DM1160* NAD 83(2011) POSITION- 33 25 58.52916(N) 094 02 33.12345(W)   ADJUSTED
 DM1160* NAD 83(2011) ELLIP HT-    69.617 (meters)        (02/11/26)   ADJUSTED
 DM1160* NAD 83(2011) EPOCH   -  2010.00
 DM1160* NAVD 88 ORTHO HEIGHT -    96.525 (meters)      316.68  (feet) ADJUSTED
 DM1160  ______________________________________________________________________
 DM1160  GEOID HEIGHT    -        -26.918 (meters)                     GEOID18
 DM1160  NAD 83(2011) X  -   -375,624.294 (meters)                     COMP
 DM1160  NAD 83(2011) Y  - -5,314,973.492 (meters)                     COMP
 DM1160  NAD 83(2011) Z  -  3,494,166.548 (meters)                     COMP
 DM1160  LAPLACE CORR    -          0.21  (seconds)                    DEFLEC18
 DM1160  DYNAMIC HEIGHT  -         96.423 (meters)      316.35  (feet) COMP
 DM1160  MODELED GRAVITY -    979,573.2   (mgal)                       NAVD 88
 DM1160
 DM1160  VERT ORDER      -  FIRST     CLASS II
 DM1160
 DM1160  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM1160  Standards:
 DM1160         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM1160            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM1160  -------------------------------------------------------------------
 DM1160  NETWORK    0.83   2.10           0.35   0.33   1.07     -0.12111946
 DM1160  -------------------------------------------------------------------
 DM1160  Click here for local accuracies and other accuracy information.
 DM1160
 DM1160.The horizontal coordinates were established by GPS observations
 DM1160.and adjusted by the ARKANSAS DEPT OF TRANS in February 2026.
 DM1160
 DM1160.Refers to NAD 83 (2011) epoch 2010.00 coordinates where the reference 
 DM1160.frame has been affixed to the stable North American tectonic plate 
 DM1160
 DM1160.The horizontal coordinates are valid at the epoch date displayed above
 DM1160.which is a decimal equivalence of Year/Month/Day.
 DM1160
 DM1160.The orthometric height was determined by differential leveling and
 DM1160.adjusted by the NATIONAL GEODETIC SURVEY
 DM1160.in June 1991.
 DM1160
 DM1160.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1160.GEOID18 height accuracy estimate available here.
 DM1160
 DM1160.Click photographs - Photos may exist for this station.
 DM1160
 DM1160.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1160
 DM1160.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM1160
 DM1160.The ellipsoidal height was determined by GPS observations
 DM1160.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 DM1160
 DM1160;                    North         East     Units Scale Factor Converg.
 DM1160;SPC AR S     -   486,883.061   210,073.963   MT  0.99997319   -1 08 35.5
 DM1160;SPC AR S     - 1,597,382.18    689,217.66   sFT  0.99997319   -1 08 35.5
 DM1160;UTM  15      - 3,699,768.508   403,087.075   MT  0.99971579   -0 34 28.0
 DM1160
 DM1160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1160!SPC AR S     -   0.99998907  x   0.99997319  =   0.99996226
 DM1160!UTM  15      -   0.99998907  x   0.99971579  =   0.99970486
 DM1160
 DM1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS0308799768(NAD 83)
 DM1160
 DM1160                          SUPERSEDED SURVEY CONTROL
 DM1160
 DM1160.No superseded survey control is available for this station.
 DM1160
 DM1160_MARKER: F = FLANGE-ENCASED ROD
 DM1160_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM1160_STAMPING: H 307 1985
 DM1160_MARK LOGO: NGS
 DM1160_PROJECTION: RECESSED 1 CENTIMETERS
 DM1160_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DM1160_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1160_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1160+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2025
 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  HISTORY     - 20151202 GOOD             ARHD
 DM1160  HISTORY     - 20250403 MARK NOT FOUND   ARHD
 DM1160  HISTORY     - 20250506 GOOD             ARHD
 DM1160  HISTORY     - 20250522 GOOD             ARHD
 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.
 DM1160
 DM1160                          STATION RECOVERY (2015)
 DM1160
 DM1160'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (WDA)
 DM1160'RECOVERED IN GOOD CONDITION.
 DM1160
 DM1160                          STATION RECOVERY (2025)
 DM1160
 DM1160'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2025 (JH)
 DM1160'MARK NOT FOUND.
 DM1160
 DM1160                          STATION RECOVERY (2025)
 DM1160
 DM1160'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2025 (JDH)
 DM1160'RECOVERED IN GOOD CONDITION.
 DM1160'
 DM1160'NOTE-6.0 FT (1.82 M) SOUTHEAST OF A WITNESS POST AND PUT A MAGNET IN
 DM1160'THE SAND UNDER THE LOGO CAP.
 DM1160
 DM1160                          STATION RECOVERY (2025)
 DM1160
 DM1160'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2025 (JDH)
 DM1160'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DM1104 ***********************************************************************
 DM1104  DESIGNATION -  H 308
 DM1104  PID         -  DM1104
 DM1104  STATE/COUNTY-  AR/LITTLE RIVER
 DM1104  COUNTRY     -  US
 DM1104  USGS QUAD   -  FOREMAN (2017)
 DM1104
 DM1104                         *CURRENT SURVEY CONTROL
 DM1104  ______________________________________________________________________
 DM1104* NAD 83(1986) POSITION- 33 43 39.     (N) 094 26 39.     (W)   SCALED
 DM1104* NAVD 88 ORTHO HEIGHT -   124.241 (meters)      407.61  (feet) ADJUSTED
 DM1104  ______________________________________________________________________
 DM1104  GEOID HEIGHT    -        -27.129 (meters)                     GEOID18
 DM1104  DYNAMIC HEIGHT  -        124.113 (meters)      407.19  (feet) COMP
 DM1104  MODELED GRAVITY -    979,602.3   (mgal)                       NAVD 88
 DM1104
 DM1104  VERT ORDER      -  FIRST     CLASS II
 DM1104
 DM1104.The horizontal coordinates were scaled from a map and have
 DM1104.an estimated accuracy of +/- 6 seconds.
 DM1104
 DM1104.The orthometric height was determined by differential leveling and
 DM1104.adjusted by the NATIONAL GEODETIC SURVEY
 DM1104.in June 1991.
 DM1104
 DM1104.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1104.GEOID18 height accuracy estimate available here.
 DM1104
 DM1104.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT662328(NAD 83)
 DM1104
 DM1104                          SUPERSEDED SURVEY CONTROL
 DM1104
 DM1104.No superseded survey control is available for this station.
 DM1104
 DM1104_MARKER: I = METAL ROD
 DM1104_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 GG0914 ***********************************************************************
 GG0914  DESIGNATION -  H 309
 GG0914  PID         -  GG0914
 GG0914  STATE/COUNTY-  AR/BENTON
 GG0914  COUNTRY     -  US
 GG0914  USGS QUAD   -  SONORA (2017)
 GG0914
 GG0914                         *CURRENT SURVEY CONTROL
 GG0914  ______________________________________________________________________
 GG0914* NAD 83(1986) POSITION- 36 13 28.     (N) 094 07 27.     (W)   SCALED
 GG0914* NAVD 88 ORTHO HEIGHT -   417.723 (meters)     1370.48  (feet) ADJUSTED
 GG0914  ______________________________________________________________________
 GG0914  GEOID HEIGHT    -        -28.084 (meters)                     GEOID18
 GG0914  DYNAMIC HEIGHT  -        417.351 (meters)     1369.26  (feet) COMP
 GG0914  MODELED GRAVITY -    979,726.9   (mgal)                       NAVD 88
 GG0914
 GG0914  VERT ORDER      -  FIRST     CLASS II
 GG0914
 GG0914.The horizontal coordinates were scaled from a map and have
 GG0914.an estimated accuracy of +/- 6 seconds.
 GG0914
 GG0914.The orthometric height was determined by differential leveling and
 GG0914.adjusted by the NATIONAL GEODETIC SURVEY
 GG0914.in June 1991.
 GG0914
 GG0914.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0914.GEOID18 height accuracy estimate available here.
 GG0914
 GG0914.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA989094(NAD 83)
 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
 GG0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0914.See file dsdata.pdf to determine how the superseded data were derived.
 GG0914
 GG0914_MARKER: I = METAL ROD
 GG0914_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GG0914+WITH SETTING: INFORMATION.
 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 = MARCH 20, 2026 22:17:28 EDT
 GG0206 ***********************************************************************
 GG0206  DESIGNATION -  H 31
 GG0206  PID         -  GG0206
 GG0206  STATE/COUNTY-  AR/BENTON
 GG0206  COUNTRY     -  US
 GG0206  USGS QUAD   -  SILOAM SPRINGS (2017)
 GG0206
 GG0206                         *CURRENT SURVEY CONTROL
 GG0206  ______________________________________________________________________
 GG0206* NAD 83(1986) POSITION- 36 10 11.     (N) 094 31 56.     (W)   SCALED
 GG0206* NAVD 88 ORTHO HEIGHT -   353.707 (meters)     1160.45  (feet) ADJUSTED
 GG0206  ______________________________________________________________________
 GG0206  GEOID HEIGHT    -        -28.400 (meters)                     GEOID18
 GG0206  DYNAMIC HEIGHT  -        353.394 (meters)     1159.43  (feet) COMP
 GG0206  MODELED GRAVITY -    979,739.2   (mgal)                       NAVD 88
 GG0206
 GG0206  VERT ORDER      -  SECOND    CLASS 0
 GG0206
 GG0206.The horizontal coordinates were scaled from a map and have
 GG0206.an estimated accuracy of +/- 6 seconds.
 GG0206
 GG0206.The orthometric height was determined by differential leveling and
 GG0206.adjusted by the NATIONAL GEODETIC SURVEY
 GG0206.in June 1991.
 GG0206
 GG0206.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0206.GEOID18 height accuracy estimate available here.
 GG0206
 GG0206.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA621038(NAD 83)
 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
 GG0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0206.See file dsdata.pdf to determine how the superseded data were derived.
 GG0206
 GG0206_MARKER: DB = BENCH MARK DISK
 GG0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0206_STAMPING: H 31 1934
 GG0206_MARK LOGO: CGS
 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   CGS
 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DM1095 ***********************************************************************
 DM1095  DESIGNATION -  H 310
 DM1095  PID         -  DM1095
 DM1095  STATE/COUNTY-  AR/LITTLE RIVER
 DM1095  COUNTRY     -  US
 DM1095  USGS QUAD   -  ARDEN (2017)
 DM1095
 DM1095                         *CURRENT SURVEY CONTROL
 DM1095  ______________________________________________________________________
 DM1095* NAD 83(1986) POSITION- 33 40 10.     (N) 094 17 14.     (W)   SCALED
 DM1095* NAVD 88 ORTHO HEIGHT -   101.425 (meters)      332.76  (feet) ADJUSTED
 DM1095  ______________________________________________________________________
 DM1095  GEOID HEIGHT    -        -27.048 (meters)                     GEOID18
 DM1095  DYNAMIC HEIGHT  -        101.319 (meters)      332.41  (feet) COMP
 DM1095  MODELED GRAVITY -    979,596.2   (mgal)                       NAVD 88
 DM1095
 DM1095  VERT ORDER      -  FIRST     CLASS II
 DM1095
 DM1095.The horizontal coordinates were scaled from a map and have
 DM1095.an estimated accuracy of +/- 6 seconds.
 DM1095
 DM1095.The orthometric height was determined by differential leveling and
 DM1095.adjusted by the NATIONAL GEODETIC SURVEY
 DM1095.in June 1991.
 DM1095
 DM1095.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1095.GEOID18 height accuracy estimate available here.
 DM1095
 DM1095.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT806262(NAD 83)
 DM1095
 DM1095                          SUPERSEDED SURVEY CONTROL
 DM1095
 DM1095.No superseded survey control is available for this station.
 DM1095
 DM1095_MARKER: I = METAL ROD
 DM1095_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 FH1202 ***********************************************************************
 FH1202  DESIGNATION -  H 311
 FH1202  PID         -  FH1202
 FH1202  STATE/COUNTY-  AR/CRAWFORD
 FH1202  COUNTRY     -  US
 FH1202  USGS QUAD   -  VAN BUREN (2017)
 FH1202
 FH1202                         *CURRENT SURVEY CONTROL
 FH1202  ______________________________________________________________________
 FH1202* NAD 83(1986) POSITION- 35 26 25.08   (N) 094 20 36.12   (W)   HD_HELD1
 FH1202* NAVD 88 ORTHO HEIGHT -   137.453 (meters)      450.96  (feet) ADJUSTED
 FH1202  ______________________________________________________________________
 FH1202  GEOID HEIGHT    -        -29.840 (meters)                     GEOID18
 FH1202  DYNAMIC HEIGHT  -        137.324 (meters)      450.54  (feet) COMP
 FH1202  MODELED GRAVITY -    979,693.4   (mgal)                       NAVD 88
 FH1202
 FH1202  VERT ORDER      -  FIRST     CLASS II
 FH1202
 FH1202.The horizontal coordinates were determined by differentially corrected
 FH1202.hand held GPS observations or other comparable positioning techniques
 FH1202.and have an estimated accuracy of +/- 3 meters.
 FH1202
 FH1202.The orthometric height was determined by differential leveling and
 FH1202.adjusted by the NATIONAL GEODETIC SURVEY
 FH1202.in June 1991.
 FH1202
 FH1202.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1202.GEOID18 height accuracy estimate available here.
 FH1202
 FH1202.Click photographs - Photos may exist for this station.
 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     -   125,339.9     187,263.6     MT  (+/- 3 meters HH1 GPS) 
 FH1202
 FH1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV7807222701(NAD 83)
 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
 FH1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1202.See file dsdata.pdf to determine how the superseded data were derived.
 FH1202
 FH1202_MARKER: F = FLANGE-ENCASED ROD
 FH1202_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FH1202_STAMPING: H 311 1989
 FH1202_MARK LOGO: NGS
 FH1202_PROJECTION: FLUSH
 FH1202_MAGNETIC: N = NO MAGNETIC MATERIAL
 FH1202_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH1202_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH1202+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2024
 FH1202_ROD/PIPE-DEPTH: 4.3 meters
 FH1202
 FH1202  HISTORY     - Date     Condition        Report By
 FH1202  HISTORY     - 1989     MONUMENTED       NGS
 FH1202  HISTORY     - 20240320 GOOD             ARHD
 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.
 FH1202
 FH1202                          STATION RECOVERY (2024)
 FH1202
 FH1202'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (JH)
 FH1202'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FH1225 ***********************************************************************
 FH1225  DESIGNATION -  H 312
 FH1225  PID         -  FH1225
 FH1225  STATE/COUNTY-  AR/CRAWFORD
 FH1225  COUNTRY     -  US
 FH1225  USGS QUAD   -  MOUNTAINBURG (2017)
 FH1225
 FH1225                         *CURRENT SURVEY CONTROL
 FH1225  ______________________________________________________________________
 FH1225* NAD 83(1986) POSITION- 35 40 48.7    (N) 094 09 11.1    (W)   HD_HELD2
 FH1225* NAVD 88 ORTHO HEIGHT -   376.420 (meters)     1234.97  (feet) ADJUSTED
 FH1225  ______________________________________________________________________
 FH1225  GEOID HEIGHT    -        -28.623 (meters)                     GEOID18
 FH1225  DYNAMIC HEIGHT  -        376.065 (meters)     1233.81  (feet) COMP
 FH1225  MODELED GRAVITY -    979,679.0   (mgal)                       NAVD 88
 FH1225
 FH1225  VERT ORDER      -  FIRST     CLASS II
 FH1225
 FH1225.The horizontal coordinates were established by autonomous hand held GPS
 FH1225.observations and have an estimated accuracy of +/- 10 meters.
 FH1225
 FH1225.The orthometric height was determined by differential leveling and
 FH1225.adjusted by the NATIONAL GEODETIC SURVEY
 FH1225.in June 1991.
 FH1225
 FH1225.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1225.GEOID18 height accuracy estimate available here.
 FH1225
 FH1225.Click photographs - Photos may exist for this station.
 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     -   151,554.      205,117.      MT  (+/- 10 meters HH2 GPS)
 FH1225
 FH1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9565549090(NAD 83)
 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
 FH1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1225.See file dsdata.pdf to determine how the superseded data were derived.
 FH1225
 FH1225_MARKER: I = METAL ROD
 FH1225_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH1225+WITH SETTING: INFORMATION.
 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 = MARCH 20, 2026 22:17:28 EDT
 GE1261 ***********************************************************************
 GE1261  DESIGNATION -  H 313
 GE1261  PID         -  GE1261
 GE1261  STATE/COUNTY-  AR/FULTON
 GE1261  COUNTRY     -  US
 GE1261  USGS QUAD   -  WIRTH (2017)
 GE1261
 GE1261                         *CURRENT SURVEY CONTROL
 GE1261  ______________________________________________________________________
 GE1261* NAD 83(1986) POSITION- 36 22 54.     (N) 091 29 17.     (W)   SCALED
 GE1261* NAVD 88 ORTHO HEIGHT -   167.494 (meters)      549.52  (feet) ADJUSTED
 GE1261  ______________________________________________________________________
 GE1261  GEOID HEIGHT    -        -28.473 (meters)                     GEOID18
 GE1261  DYNAMIC HEIGHT  -        167.354 (meters)      549.06  (feet) COMP
 GE1261  MODELED GRAVITY -    979,794.2   (mgal)                       NAVD 88
 GE1261
 GE1261  VERT ORDER      -  FIRST     CLASS II
 GE1261
 GE1261.The horizontal coordinates were scaled from a map and have
 GE1261.an estimated accuracy of +/- 6 seconds.
 GE1261
 GE1261.The orthometric height was determined by differential leveling and
 GE1261.adjusted by the NATIONAL GEODETIC SURVEY
 GE1261.in January 1995.
 GE1261
 GE1261.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE1261.GEOID18 height accuracy estimate available here.
 GE1261
 GE1261.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA356273(NAD 83)
 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
 GE1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1261.See file dsdata.pdf to determine how the superseded data were derived.
 GE1261
 GE1261_MARKER: DV = VERTICAL CONTROL DISK
 GE1261_SETTING: 66 = SET IN ROCK OUTCROP
 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 = MARCH 20, 2026 22:17:28 EDT
 FF2177 ***********************************************************************
 FF2177  DESIGNATION -  H 314
 FF2177  PID         -  FF2177
 FF2177  STATE/COUNTY-  AR/CRITTENDEN
 FF2177  COUNTRY     -  US
 FF2177  USGS QUAD   -  TYRONZA (2017)
 FF2177
 FF2177                         *CURRENT SURVEY CONTROL
 FF2177  ______________________________________________________________________
 FF2177* NAD 83(1986) POSITION- 35 24 31.     (N) 090 16 53.     (W)   SCALED
 FF2177* NAVD 88 ORTHO HEIGHT -    67.902 (meters)      222.78  (feet) ADJUSTED
 FF2177  ______________________________________________________________________
 FF2177  GEOID HEIGHT    -        -27.552 (meters)                     GEOID18
 FF2177  DYNAMIC HEIGHT  -         67.842 (meters)      222.58  (feet) COMP
 FF2177  MODELED GRAVITY -    979,750.6   (mgal)                       NAVD 88
 FF2177
 FF2177  VERT ORDER      -  FIRST     CLASS II
 FF2177
 FF2177.The horizontal coordinates were scaled from a map and have
 FF2177.an estimated accuracy of +/- 6 seconds.
 FF2177
 FF2177.The orthometric height was determined by differential leveling and
 FF2177.adjusted by the NATIONAL GEODETIC SURVEY
 FF2177.in January 1995.
 FF2177
 FF2177.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF2177.GEOID18 height accuracy estimate available here.
 FF2177
 FF2177.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV468217(NAD 83)
 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
 FF2177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2177.See file dsdata.pdf to determine how the superseded data were derived.
 FF2177
 FF2177_MARKER: I = METAL ROD
 FF2177_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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             USACE
 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 ARMY CORPS OF 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 = MARCH 20, 2026 22:17:28 EDT
 FF2202 ***********************************************************************
 FF2202  DESIGNATION -  H 315
 FF2202  PID         -  FF2202
 FF2202  STATE/COUNTY-  AR/CRAIGHEAD
 FF2202  COUNTRY     -  US
 FF2202  USGS QUAD   -  HERMAN (2017)
 FF2202
 FF2202                         *CURRENT SURVEY CONTROL
 FF2202  ______________________________________________________________________
 FF2202* NAD 83(1986) POSITION- 35 51 23.22   (N) 090 46 34.91   (W)   HD_HELD1
 FF2202* NAVD 88 ORTHO HEIGHT -    87.926 (meters)      288.47  (feet) ADJUSTED
 FF2202  ______________________________________________________________________
 FF2202  GEOID HEIGHT    -        -27.810 (meters)                     GEOID18
 FF2202  DYNAMIC HEIGHT  -         87.851 (meters)      288.22  (feet) COMP
 FF2202  MODELED GRAVITY -    979,785.8   (mgal)                       NAVD 88
 FF2202
 FF2202  VERT ORDER      -  FIRST     CLASS II
 FF2202
 FF2202.The horizontal coordinates were determined by differentially corrected
 FF2202.hand held GPS observations or other comparable positioning techniques
 FF2202.and have an estimated accuracy of +/- 3 meters.
 FF2202
 FF2202.The orthometric height was determined by differential leveling and
 FF2202.adjusted by the NATIONAL GEODETIC SURVEY
 FF2202.in January 1995.
 FF2202
 FF2202.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF2202.GEOID18 height accuracy estimate available here.
 FF2202
 FF2202.Click photographs - Photos may exist for this station.
 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     -   169,665.1     510,518.5     MT  (+/- 3 meters HH1 GPS) 
 FF2202
 FF2202_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV0078970309(NAD 83)
 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
 FF2202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2202.See file dsdata.pdf to determine how the superseded data were derived.
 FF2202
 FF2202_MARKER: F = FLANGE-ENCASED ROD
 FF2202_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FF2202_STAMPING: H 315 1990
 FF2202_MARK LOGO: NGS
 FF2202_PROJECTION: FLUSH
 FF2202_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF2202_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF2202_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF2202+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2022
 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  HISTORY     - 20090506 GOOD             INDIV
 FF2202  HISTORY     - 20110312 GOOD             ASSOEN
 FF2202  HISTORY     - 20221004 GOOD             ARHD
 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.
 FF2202
 FF2202                          STATION RECOVERY (2009)
 FF2202
 FF2202'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (JEB)
 FF2202'UTILITY POLE AND FENCE IN DESCRIPTION HAVE BEEN REMOVED. WITNESS POST
 FF2202'IS STILL IN PLACE. MONUMENT APPEARS TO BE IN GOOD CONDITION.
 FF2202
 FF2202                          STATION RECOVERY (2011)
 FF2202
 FF2202'RECOVERY NOTE BY ASSOCIATED ENGINEERING 2011 (MPM)
 FF2202'RECOVERED AS DESCRIBED.
 FF2202
 FF2202                          STATION RECOVERY (2022)
 FF2202
 FF2202'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2022 (JH)
 FF2202'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GE1228 ***********************************************************************
 GE1228  DESIGNATION -  H 316
 GE1228  PID         -  GE1228
 GE1228  STATE/COUNTY-  AR/LAWRENCE
 GE1228  COUNTRY     -  US
 GE1228  USGS QUAD   -  IMBODEN (2017)
 GE1228
 GE1228                         *CURRENT SURVEY CONTROL
 GE1228  ______________________________________________________________________
 GE1228* NAD 83(1986) POSITION- 36 12 13.     (N) 091 10 44.     (W)   SCALED
 GE1228* NAVD 88 ORTHO HEIGHT -   101.362 (meters)      332.55  (feet) ADJUSTED
 GE1228  ______________________________________________________________________
 GE1228  GEOID HEIGHT    -        -28.269 (meters)                     GEOID18
 GE1228  DYNAMIC HEIGHT  -        101.279 (meters)      332.28  (feet) COMP
 GE1228  MODELED GRAVITY -    979,811.7   (mgal)                       NAVD 88
 GE1228
 GE1228  VERT ORDER      -  FIRST     CLASS II
 GE1228
 GE1228.The horizontal coordinates were scaled from a map and have
 GE1228.an estimated accuracy of +/- 6 seconds.
 GE1228
 GE1228.The orthometric height was determined by differential leveling and
 GE1228.adjusted by the NATIONAL GEODETIC SURVEY
 GE1228.in January 1995.
 GE1228
 GE1228.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE1228.GEOID18 height accuracy estimate available here.
 GE1228
 GE1228.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA637080(NAD 83)
 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
 GE1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1228.See file dsdata.pdf to determine how the superseded data were derived.
 GE1228
 GE1228_MARKER: I = METAL ROD
 GE1228_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0720 ***********************************************************************
 GE0720  DESIGNATION -  H 32 RESET
 GE0720  PID         -  GE0720
 GE0720  STATE/COUNTY-  AR/GREENE
 GE0720  COUNTRY     -  US
 GE0720  USGS QUAD   -  MARMADUKE (2017)
 GE0720
 GE0720                         *CURRENT SURVEY CONTROL
 GE0720  ______________________________________________________________________
 GE0720* NAD 83(1986) POSITION- 36 11 11.     (N) 090 22 54.     (W)   SCALED
 GE0720* NAVD 88 ORTHO HEIGHT -    82.64  (+/-2cm)      271.1   (feet) VERTCON3
 GE0720  ______________________________________________________________________
 GE0720  GEOID HEIGHT    -        -28.306 (meters)                     GEOID18
 GE0720  VERT ORDER      -  THIRD (See Below)
 GE0720
 GE0720.The horizontal coordinates were scaled from a 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
 GE0720.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0720.GEOID18 height accuracy estimate available here.
 GE0720
 GE0720.The vertical order pertains to the NGVD 29 superseded value.
 GE0720
 GE0720.Click photographs - Photos may exist for this station.
 GE0720
 GE0720;                    North         East    Units  Estimated Accuracy
 GE0720;SPC AR N     -   206,780.      545,560.      MT  (+/- 180 meters Scaled)
 GE0720
 GE0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA354077(NAD 83)
 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
 GE0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0720.See file dsdata.pdf to determine how the superseded data were derived.
 GE0720
 GE0720_MARKER: DV = VERTICAL CONTROL DISK
 GE0720_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GE0720_SP_SET: BOX CULVERT
 GE0720_STAMPING: H 32 RESET 1979 271.13
 GE0720_MARK LOGO: NGS
 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 DEPARTMENT OF TRANSPORTATION 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 = MARCH 20, 2026 22:17:28 EDT
 DK2837 ***********************************************************************
 DK2837  DESIGNATION -  H 320
 DK2837  PID         -  DK2837
 DK2837  STATE/COUNTY-  AR/PULASKI
 DK2837  COUNTRY     -  US
 DK2837  USGS QUAD   -  LITTLE ROCK (2017)
 DK2837
 DK2837                         *CURRENT SURVEY CONTROL
 DK2837  ______________________________________________________________________
 DK2837* NAD 83(1986) POSITION- 34 40 47.     (N) 092 19 09.     (W)   SCALED
 DK2837* NAVD 88 ORTHO HEIGHT -    92.658 (meters)      304.00  (feet) ADJUSTED
 DK2837  ______________________________________________________________________
 DK2837  GEOID HEIGHT    -        -26.509 (meters)                     GEOID18
 DK2837  DYNAMIC HEIGHT  -         92.571 (meters)      303.71  (feet) COMP
 DK2837  MODELED GRAVITY -    979,702.7   (mgal)                       NAVD 88
 DK2837
 DK2837  VERT ORDER      -  FIRST     CLASS II
 DK2837
 DK2837.The horizontal coordinates were scaled from a map and have
 DK2837.an estimated accuracy of +/- 6 seconds.
 DK2837
 DK2837.The orthometric height was determined by differential leveling and
 DK2837.adjusted by the NATIONAL GEODETIC SURVEY
 DK2837.in May 2008.
 DK2837
 DK2837.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK2837.GEOID18 height accuracy estimate available here.
 DK2837
 DK2837.Click photographs - Photos may exist for this station.
 DK2837
 DK2837.The dynamic height is computed by dividing the NAVD 88
 DK2837.geopotential number by the normal gravity value computed on the
 DK2837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2837.degrees latitude (g = 980.6199 gals.).
 DK2837
 DK2837.The modeled gravity was interpolated from observed gravity values.
 DK2837
 DK2837;                    North         East    Units  Estimated Accuracy
 DK2837;SPC AR S     -   623,320.      370,750.      MT  (+/- 180 meters Scaled)
 DK2837
 DK2837_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU623377(NAD 83)
 DK2837
 DK2837                          SUPERSEDED SURVEY CONTROL
 DK2837
 DK2837.No superseded survey control is available for this station.
 DK2837
 DK2837_MARKER: DB = BENCH MARK DISK
 DK2837_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK2837_SP_SET: BRIDGE ABUTMENT
 DK2837_STAMPING: H 320 2007
 DK2837_MARK LOGO: ARHD
 DK2837_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK2837_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK2837_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2837+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2007
 DK2837
 DK2837  HISTORY     - Date     Condition        Report By
 DK2837  HISTORY     - 20070406 MONUMENTED       ARHD
 DK2837
 DK2837                          STATION DESCRIPTION
 DK2837
 DK2837'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2007
 DK2837'THE MARK IS LOCATED ABOUT 3.0 MI (4.8 KM) SOUTHWEST OF LITTLE ROCK
 DK2837'ARKANSAS.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DK2837'
 DK2837'THE STATION IS LOCATED ON THE NORTH END OF THE EAST ABUTMENT OF THE
 DK2837'BRIDGE OVER INTERSTATE HIGHWAY 30 AND SCOTT HAMILTON DRIVE.
 DK2837'
 DK2837'8.2 METERS EAST OF THE CENTER LINE OF SCOTT HAMILTON DRIVE, 5.5 METERS
 DK2837'SOUTHWEST OF A DROP INLET, AND  1.3 METERS WEST OF THE WEST END OF
 DK2837'ABUTMENT.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK2863 ***********************************************************************
 DK2863  DESIGNATION -  H 321
 DK2863  PID         -  DK2863
 DK2863  STATE/COUNTY-  AR/PULASKI
 DK2863  COUNTRY     -  US
 DK2863  USGS QUAD   -  PINNACLE MOUNTAIN (2017)
 DK2863
 DK2863                         *CURRENT SURVEY CONTROL
 DK2863  ______________________________________________________________________
 DK2863* NAD 83(1986) POSITION- 34 47 51.     (N) 092 23 02.     (W)   SCALED
 DK2863* NAVD 88 ORTHO HEIGHT -    81.767 (meters)      268.26  (feet) ADJUSTED
 DK2863  ______________________________________________________________________
 DK2863  GEOID HEIGHT    -        -26.873 (meters)                     GEOID18
 DK2863  DYNAMIC HEIGHT  -         81.691 (meters)      268.01  (feet) COMP
 DK2863  MODELED GRAVITY -    979,695.0   (mgal)                       NAVD 88
 DK2863
 DK2863  VERT ORDER      -  FIRST     CLASS II
 DK2863
 DK2863.The horizontal coordinates were scaled from a map and have
 DK2863.an estimated accuracy of +/- 6 seconds.
 DK2863
 DK2863.The orthometric height was determined by differential leveling and
 DK2863.adjusted by the NATIONAL GEODETIC SURVEY
 DK2863.in May 2008.
 DK2863
 DK2863.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK2863.GEOID18 height accuracy estimate available here.
 DK2863
 DK2863.Click photographs - Photos may exist for this station.
 DK2863
 DK2863.The dynamic height is computed by dividing the NAVD 88
 DK2863.geopotential number by the normal gravity value computed on the
 DK2863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2863.degrees latitude (g = 980.6199 gals.).
 DK2863
 DK2863.The modeled gravity was interpolated from observed gravity values.
 DK2863
 DK2863;                    North         East    Units  Estimated Accuracy
 DK2863;SPC AR S     -   636,410.      364,870.      MT  (+/- 180 meters Scaled)
 DK2863
 DK2863_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU563507(NAD 83)
 DK2863
 DK2863                          SUPERSEDED SURVEY CONTROL
 DK2863
 DK2863.No superseded survey control is available for this station.
 DK2863
 DK2863_MARKER: F = FLANGE-ENCASED ROD
 DK2863_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DK2863_STAMPING: H 321 2007
 DK2863_MARK LOGO: NGS
 DK2863_PROJECTION: RECESSED 2 CENTIMETERS
 DK2863_MAGNETIC: I = MARKER IS A STEEL ROD
 DK2863_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK2863_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2863+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2007
 DK2863_ROD/PIPE-DEPTH: 6.6 meters
 DK2863_SLEEVE-DEPTH  : 1.0 meters
 DK2863
 DK2863  HISTORY     - Date     Condition        Report By
 DK2863  HISTORY     - 20070423 MONUMENTED       ARHD
 DK2863
 DK2863                          STATION DESCRIPTION
 DK2863
 DK2863'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2007
 DK2863'THE MARK IS LOCATED ABOUT 2.0 MI (3.2 KM) WEST OF LITTLE ROCK
 DK2863'ARKANSAS.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DK2863'
 DK2863'TO REACH FROM THE INTERSECTION OF INTERSTATE HIGHWAY 430 AND STATE
 DK2863'HIGHWAY 10 WEST OF LITTLE ROCK, GO WEST ON HIGHWAY 10 FOR 0.40 MI (0.6
 DK2863'KM) TO RIVER MOUNTAIN ROAD ON THE RIGHT.  TURN RIGHT ON ROAD AND GO
 DK2863'1.10 MI (1.8 KM) TO THE STATION ON THE LEFT.  IN ONE OF THREE ISLANDS
 DK2863'DIVIDING THE ROAD.
 DK2863'
 DK2863'35.70 METERS NORTHEAST OF THE CENTER OF RAILROAD TRACKS, 28.70 METERS
 DK2863'NORTHEAST OF A WATER VALVE, 19.60 METERS SOUTHWEST OF A POWER POLE,
 DK2863'17.70 METERS NORTHWEST OF A FIRE HYDRANT, AND 0.9 METERS SOUTH OF A
 DK2863'WITNESS POST.
 DK2863'
 DK2863'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5 INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO4786 ***********************************************************************
 DO4786  DESIGNATION -  H 326
 DO4786  PID         -  DO4786
 DO4786  STATE/COUNTY-  AR/POPE
 DO4786  COUNTRY     -  US
 DO4786  USGS QUAD   -  RUSSELLVILLE EAST (2017)
 DO4786
 DO4786                         *CURRENT SURVEY CONTROL
 DO4786  ______________________________________________________________________
 DO4786* NAD 83(1986) POSITION- 35 17 04.5    (N) 093 05 33.5    (W)   HD_HELD2
 DO4786* NAVD 88 ORTHO HEIGHT -   130.252 (meters)      427.34  (feet) ADJUSTED
 DO4786  ______________________________________________________________________
 DO4786  GEOID HEIGHT    -        -29.077 (meters)                     GEOID18
 DO4786  DYNAMIC HEIGHT  -        130.128 (meters)      426.93  (feet) COMP
 DO4786  MODELED GRAVITY -    979,687.3   (mgal)                       NAVD 88
 DO4786
 DO4786  VERT ORDER      -  FIRST     CLASS II
 DO4786
 DO4786.The horizontal coordinates were established by autonomous hand held GPS
 DO4786.observations and have an estimated accuracy of +/- 10 meters.
 DO4786
 DO4786.The orthometric height was determined by differential leveling and
 DO4786.adjusted by the NATIONAL GEODETIC SURVEY
 DO4786.in April 2013.
 DO4786
 DO4786.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO4786.GEOID18 height accuracy estimate available here.
 DO4786
 DO4786.Click photographs - Photos may exist for this station.
 DO4786
 DO4786.The dynamic height is computed by dividing the NAVD 88
 DO4786.geopotential number by the normal gravity value computed on the
 DO4786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO4786.degrees latitude (g = 980.6199 gals.).
 DO4786
 DO4786.The modeled gravity was interpolated from observed gravity values.
 DO4786
 DO4786;                    North         East    Units  Estimated Accuracy
 DO4786;SPC AR N     -   106,084.      300,609.      MT  (+/- 10 meters HH2 GPS)
 DO4786
 DO4786_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV9157504606(NAD 83)
 DO4786
 DO4786                          SUPERSEDED SURVEY CONTROL
 DO4786
 DO4786.No superseded survey control is available for this station.
 DO4786
 DO4786_MARKER: F = FLANGE-ENCASED ROD
 DO4786_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DO4786+WITH SETTING: INFORMATION.
 DO4786_STAMPING: H 326 2009
 DO4786_MARK LOGO: NONE
 DO4786_PROJECTION: RECESSED 0 CENTIMETERS
 DO4786_MAGNETIC: I = MARKER IS A STEEL ROD
 DO4786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO4786+STABILITY: SURFACE MOTION
 DO4786_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO4786+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2009
 DO4786_ROD/PIPE-DEPTH: 2.2 meters
 DO4786_SLEEVE-DEPTH  : 0.9 meters
 DO4786
 DO4786  HISTORY     - Date     Condition        Report By
 DO4786  HISTORY     - 20090609 MONUMENTED       ARHD
 DO4786
 DO4786                          STATION DESCRIPTION
 DO4786
 DO4786'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2009 (DS)
 DO4786'THE STATION IS LOCATED ABOUT 0.9 MI (1.4 KM) NORTHEAST OF RUSSELLVILLE
 DO4786'AT THE ENTRANCE TO THE AHTD MAINTENANCE YARD.OWNERSHIP--ROAD
 DO4786'RIGHT-OF-WAY.
 DO4786'
 DO4786'TO REACH FROM THE INTERSECTION OF U.S. INTERSTATE 40 AND STATE ROAD
 DO4786'331 EAST OF RUSSELLVILLE, GO NORTH ON HIGHWAY 331 FOR 0.4 MI (0.6 KM)
 DO4786'TO BRADLEY COVE ROAD ON THE LEFT.  TURN LEFT, WEST AND GO 0.1 MI (0.2
 DO4786'KM) TO THE ENTRANCE TO THE AHTD MAINTENANCE SHOP AND THE STATION ON
 DO4786'THE RIGHT.
 DO4786'
 DO4786'IT IS 12.0 M (39.4 FT) SOUTHWEST OF THE NORTHWEST CORNER OF A
 DO4786'BUILDING, 3.2 M (10.5 FT) NORTHEAST OF A GATE POST, 2.5 M (8.2 FT)
 DO4786'WEST OF A FLAG POLE, 0.80 M (2.6 FT) NORTH OF A FIBERGLASS WITNESS
 DO4786'POST.
 DO4786'
 DO4786'NOTE-ROD WAS DRIVEN TO REFUSAL.
 DO4786'
 DO4786'NOTE-ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH (13 CM) LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0061 ***********************************************************************
 FF0061  DESIGNATION -  H 33
 FF0061  PID         -  FF0061
 FF0061  STATE/COUNTY-  AR/MISSISSIPPI
 FF0061  COUNTRY     -  US
 FF0061  USGS QUAD   -  MANILA NORTH (2017)
 FF0061
 FF0061                         *CURRENT SURVEY CONTROL
 FF0061  ______________________________________________________________________
 FF0061* NAD 83(1986) POSITION- 35 54 35.     (N) 090 12 41.     (W)   SCALED
 FF0061* NAVD 88 ORTHO HEIGHT -    71.403 (meters)      234.26  (feet) ADJUSTED
 FF0061  ______________________________________________________________________
 FF0061  GEOID HEIGHT    -        -28.114 (meters)                     GEOID18
 FF0061  DYNAMIC HEIGHT  -         71.343 (meters)      234.06  (feet) COMP
 FF0061  MODELED GRAVITY -    979,784.8   (mgal)                       NAVD 88
 FF0061
 FF0061  VERT ORDER      -  FIRST     CLASS II
 FF0061
 FF0061.The horizontal coordinates were scaled from a map and have
 FF0061.an estimated accuracy of +/- 6 seconds.
 FF0061
 FF0061.The orthometric height was determined by differential leveling and
 FF0061.adjusted by the NATIONAL GEODETIC SURVEY
 FF0061.in June 1991.
 FF0061
 FF0061.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0061.GEOID18 height accuracy estimate available here.
 FF0061
 FF0061.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV516775(NAD 83)
 FF0061
 FF0061                          SUPERSEDED SURVEY CONTROL
 FF0061
 FF0061  NGVD 29 (11/26/84)   71.392  (m)          234.23   (f) ADJUSTED    1 2
 FF0061
 FF0061.Superseded values are not recommended for survey control.
 FF0061
 FF0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0061.See file dsdata.pdf to determine how the superseded data were derived.
 FF0061
 FF0061_MARKER: DB = BENCH MARK DISK
 FF0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0061_STAMPING: H 33 1933
 FF0061_MARK LOGO: CGS
 FF0061_PROJECTION: PROJECTING 5 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 DO2565 ***********************************************************************
 DO2565  DESIGNATION -  H 330
 DO2565  PID         -  DO2565
 DO2565  STATE/COUNTY-  AR/CRAIGHEAD
 DO2565  COUNTRY     -  US
 DO2565  USGS QUAD   -  JONESBORO (2017)
 DO2565
 DO2565                         *CURRENT SURVEY CONTROL
 DO2565  ______________________________________________________________________
 DO2565* NAD 83(1986) POSITION- 35 47 05.58   (N) 090 39 59.09   (W)   HD_HELD1
 DO2565* NAVD 88 ORTHO HEIGHT -    76.474 (meters)      250.90  (feet) ADJUSTED
 DO2565  ______________________________________________________________________
 DO2565  GEOID HEIGHT    -        -27.808 (meters)                     GEOID18
 DO2565  DYNAMIC HEIGHT  -         76.409 (meters)      250.69  (feet) COMP
 DO2565  MODELED GRAVITY -    979,777.7   (mgal)                       NAVD 88
 DO2565
 DO2565  VERT ORDER      -  FIRST     CLASS II
 DO2565
 DO2565.The horizontal coordinates were determined by differentially corrected
 DO2565.hand held GPS observations or other comparable positioning techniques
 DO2565.and have an estimated accuracy of +/- 3 meters.
 DO2565
 DO2565.The orthometric height was determined by differential leveling and
 DO2565.adjusted by the NATIONAL GEODETIC SURVEY
 DO2565.in February 2013.
 DO2565
 DO2565.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2565.GEOID18 height accuracy estimate available here.
 DO2565
 DO2565.Click photographs - Photos may exist for this station.
 DO2565
 DO2565.The dynamic height is computed by dividing the NAVD 88
 DO2565.geopotential number by the normal gravity value computed on the
 DO2565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2565.degrees latitude (g = 980.6199 gals.).
 DO2565
 DO2565.The modeled gravity was interpolated from observed gravity values.
 DO2565
 DO2565;                    North         East    Units  Estimated Accuracy
 DO2565;SPC AR N     -   161,854.5     520,556.1     MT  (+/- 3 meters HH1 GPS) 
 DO2565
 DO2565_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV1090862601(NAD 83)
 DO2565
 DO2565                          SUPERSEDED SURVEY CONTROL
 DO2565
 DO2565.No superseded survey control is available for this station.
 DO2565
 DO2565_MARKER: F = FLANGE-ENCASED ROD
 DO2565_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DO2565_STAMPING: H 330 2011
 DO2565_MARK LOGO: NONE
 DO2565_PROJECTION: RECESSED 91 CENTIMETERS
 DO2565_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DO2565_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO2565_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2565+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2010
 DO2565_ROD/PIPE-DEPTH: 10.9 meters
 DO2565_SLEEVE-DEPTH  : 1 meters
 DO2565
 DO2565  HISTORY     - Date     Condition        Report By
 DO2565  HISTORY     - 20101118 MONUMENTED       ASSOEN
 DO2565
 DO2565                          STATION DESCRIPTION
 DO2565
 DO2565'DESCRIBED BY ASSOCIATED ENGINEERING 2010 (MPM)
 DO2565'THE MARK IS LOCATED ABOUT 8.9 MI (14.3 KM) EAST-SOUTHEAST OF HERMAN,
 DO2565'7.8 MI (12.6 KM) WEST-SOUTHWEST OF NEEDHAM AND 4.5 MI (7.2 KM)
 DO2565'SOUTH-SOUTHEAST OF JONESBORO.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DO2565'
 DO2565'TO REACH FROM THE INTERSECTION OF STADIUM AND COLONY DRIVE HEAD EAST
 DO2565'ON COLONY 0.20 MI (0.3 KM) TO THE MARK ON THE RIGHT.
 DO2565'
 DO2565'IT IS 40.1 FT (12.2 M) EAST OF A CARSONITE WITNESS POST, 38.75 FT
 DO2565'(11.8 M) WEST OF THE CENTERLINE OF THE RAILROAD, 38.6 FT (11.8 M)
 DO2565'SOUTH OF THE CENTERLINE OF THE ROAD, 14.95 FT (4.6 M) SOUTHEAST OF A
 DO2565'SEWER MANHOLE AND ABOUT 1 FT (0.3 M) LOWER THAN THE ROAD.
 DO2565'
 DO2565'NOTE-ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH (13 CM) LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO2590 ***********************************************************************
 DO2590  DESIGNATION -  H 331
 DO2590  PID         -  DO2590
 DO2590  STATE/COUNTY-  AR/CRAIGHEAD
 DO2590  COUNTRY     -  US
 DO2590  USGS QUAD   -  LORADO (2017)
 DO2590
 DO2590                         *CURRENT SURVEY CONTROL
 DO2590  ______________________________________________________________________
 DO2590* NAD 83(1986) POSITION- 35 52 30.68   (N) 090 39 54.67   (W)   HD_HELD1
 DO2590* NAVD 88 ORTHO HEIGHT -    98.390 (meters)      322.80  (feet) ADJUSTED
 DO2590  ______________________________________________________________________
 DO2590  GEOID HEIGHT    -        -27.872 (meters)                     GEOID18
 DO2590  DYNAMIC HEIGHT  -         98.306 (meters)      322.53  (feet) COMP
 DO2590  MODELED GRAVITY -    979,782.5   (mgal)                       NAVD 88
 DO2590
 DO2590  VERT ORDER      -  FIRST     CLASS II
 DO2590
 DO2590.The horizontal coordinates were determined by differentially corrected
 DO2590.hand held GPS observations or other comparable positioning techniques
 DO2590.and have an estimated accuracy of +/- 3 meters.
 DO2590
 DO2590.The orthometric height was determined by differential leveling and
 DO2590.adjusted by the NATIONAL GEODETIC SURVEY
 DO2590.in February 2013.
 DO2590
 DO2590.No vertical observational check was made to the station.
 DO2590
 DO2590.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2590.GEOID18 height accuracy estimate available here.
 DO2590
 DO2590.Click photographs - Photos may exist for this station.
 DO2590
 DO2590.The dynamic height is computed by dividing the NAVD 88
 DO2590.geopotential number by the normal gravity value computed on the
 DO2590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2590.degrees latitude (g = 980.6199 gals.).
 DO2590
 DO2590.The modeled gravity was interpolated from observed gravity values.
 DO2590
 DO2590;                    North         East    Units  Estimated Accuracy
 DO2590;SPC AR N     -   171,874.4     520,531.2     MT  (+/- 3 meters HH1 GPS) 
 DO2590
 DO2590_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV1078072622(NAD 83)
 DO2590
 DO2590                          SUPERSEDED SURVEY CONTROL
 DO2590
 DO2590.No superseded survey control is available for this station.
 DO2590
 DO2590_MARKER: DB = BENCH MARK DISK
 DO2590_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DO2590_SP_SET: BRIDGE BENT
 DO2590_STAMPING: H 331 2011
 DO2590_MARK LOGO: NONE
 DO2590_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2590_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO2590_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2590+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2010
 DO2590
 DO2590  HISTORY     - Date     Condition        Report By
 DO2590  HISTORY     - 20101129 MONUMENTED       ASSOEN
 DO2590
 DO2590                          STATION DESCRIPTION
 DO2590
 DO2590'DESCRIBED BY ASSOCIATED ENGINEERING 2010 (MPM)
 DO2590'THE MARK IS LOCATED ABOUT 7.8 MI (12.6 KM) EAST OF HERMAN, 5.0 MI (8.0
 DO2590'KM) WEST-SOUTHWEST OF BROOKLAND AND 3.2 MI (5.1 KM) NORTHEAST OF
 DO2590'JONESBORO.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DO2590'
 DO2590'TO REACH FROM THE INTERSECTION OF HIGHWAY 351 AND PEACHTREE AVENUE GO
 DO2590'WEST ON PEACHTREE AVENUE 0.40 MI (0.6 KM) TO THE MARK ON THE LEFT.
 DO2590'
 DO2590'IT IS 31.00 FT (9.4 M) WEST OF THE SOUTHEAST CORNER OF A BRIDGE, 28.50
 DO2590'FT (8.7 M) NORTHWEST OF A POWER LINE POLE AND 13.30 FT (4.1 M)
 DO2590'NORTHWEST OF THE WEST END OF A 24 IN CORRUGATED METAL DRAINAGE PIPE.
 DO2590'
 DO2590'NOTE-THERE IS NO LOGO ON THE DISK.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO2617 ***********************************************************************
 DO2617  DESIGNATION -  H 332
 DO2617  PID         -  DO2617
 DO2617  STATE/COUNTY-  AR/CRAIGHEAD
 DO2617  COUNTRY     -  US
 DO2617  USGS QUAD   -  JONESBORO (2017)
 DO2617
 DO2617                         *CURRENT SURVEY CONTROL
 DO2617  ______________________________________________________________________
 DO2617* NAD 83(1986) POSITION- 35 49 16.80   (N) 090 41 14.72   (W)   HD_HELD1
 DO2617* NAVD 88 ORTHO HEIGHT -    93.163 (meters)      305.65  (feet) ADJUSTED
 DO2617  ______________________________________________________________________
 DO2617  GEOID HEIGHT    -        -27.811 (meters)                     GEOID18
 DO2617  DYNAMIC HEIGHT  -         93.083 (meters)      305.39  (feet) COMP
 DO2617  MODELED GRAVITY -    979,779.9   (mgal)                       NAVD 88
 DO2617
 DO2617  VERT ORDER      -  FIRST     CLASS II
 DO2617
 DO2617.The horizontal coordinates were determined by differentially corrected
 DO2617.hand held GPS observations or other comparable positioning techniques
 DO2617.and have an estimated accuracy of +/- 3 meters.
 DO2617
 DO2617.The orthometric height was determined by differential leveling and
 DO2617.adjusted by the NATIONAL GEODETIC SURVEY
 DO2617.in February 2013.
 DO2617
 DO2617.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2617.GEOID18 height accuracy estimate available here.
 DO2617
 DO2617.Click photographs - Photos may exist for this station.
 DO2617
 DO2617.The dynamic height is computed by dividing the NAVD 88
 DO2617.geopotential number by the normal gravity value computed on the
 DO2617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2617.degrees latitude (g = 980.6199 gals.).
 DO2617
 DO2617.The modeled gravity was interpolated from observed gravity values.
 DO2617
 DO2617;                    North         East    Units  Estimated Accuracy
 DO2617;SPC AR N     -   165,872.7     518,603.1     MT  (+/- 3 meters HH1 GPS) 
 DO2617
 DO2617_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV0891466600(NAD 83)
 DO2617
 DO2617                          SUPERSEDED SURVEY CONTROL
 DO2617
 DO2617.No superseded survey control is available for this station.
 DO2617
 DO2617_MARKER: F = FLANGE-ENCASED ROD
 DO2617_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DO2617_STAMPING: H 332 2011
 DO2617_MARK LOGO: NONE
 DO2617_PROJECTION: RECESSED 3 CENTIMETERS
 DO2617_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DO2617_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO2617_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2617+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2010
 DO2617_ROD/PIPE-DEPTH: 7.2 meters
 DO2617_SLEEVE-DEPTH  : 1 meters
 DO2617
 DO2617  HISTORY     - Date     Condition        Report By
 DO2617  HISTORY     - 20101201 MONUMENTED       ASSOEN
 DO2617
 DO2617                          STATION DESCRIPTION
 DO2617
 DO2617'DESCRIBED BY ASSOCIATED ENGINEERING 2010 (MPM)
 DO2617'THE MARK IS LOCATED ABOUT 8.0 MI (12.9 KM) SOUTHWEST OF BROOKLAND, 6.8
 DO2617'MI (10.9 KM) EAST-SOUTHEAST OF HERMAN AND 1.7 MI (2.7 KM)
 DO2617'SOUTH-SOUTHEAST OF JONESBORO.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DO2617'
 DO2617'TO REACH FROM THE INTERSECTION OF SOUTHWEST DRIVE AND HIGHLAND DRIVE
 DO2617'GO EAST ON HIGHLAND DRIVE 1.00 MI (1.6 KM) TO THE MARK ON THE LEFT.
 DO2617'
 DO2617'IT IS 38.05 FT (11.6 M) NORTH OF THE CENTERLINE OF EAST HIGHLAND
 DO2617'DRIVE, 37.56 FT (11.4 M) SOUTHEAST OF A TELEPHONE PEDESTAL, 22.25 FT
 DO2617'(6.8 M) NORTHEAST OF A DRAINAGE INLET MANHOLE AND 1.00 FT (0.3 M)
 DO2617'SOUTH OF A FIBERGLASS WITNESS POST.
 DO2617'
 DO2617'NOTE-ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH (13 CM) LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO7793 ***********************************************************************
 DO7793  DESIGNATION -  H 333
 DO7793  PID         -  DO7793
 DO7793  STATE/COUNTY-  AR/BOONE
 DO7793  COUNTRY     -  US
 DO7793  USGS QUAD   -  HARRISON (2017)
 DO7793
 DO7793                         *CURRENT SURVEY CONTROL
 DO7793  ______________________________________________________________________
 DO7793* NAD 83(1986) POSITION- 36 09 12.61   (N) 093 04 43.87   (W)   HD_HELD1
 DO7793* NAVD 88 ORTHO HEIGHT -   360.495 (meters)     1182.72  (feet) ADJUSTED
 DO7793  ______________________________________________________________________
 DO7793  GEOID HEIGHT    -        -28.246 (meters)                     GEOID18
 DO7793  DYNAMIC HEIGHT  -        360.169 (meters)     1181.65  (feet) COMP
 DO7793  MODELED GRAVITY -    979,718.7   (mgal)                       NAVD 88
 DO7793
 DO7793  VERT ORDER      -  SECOND    CLASS I
 DO7793
 DO7793.The horizontal coordinates were determined by differentially corrected
 DO7793.hand held GPS observations or other comparable positioning techniques
 DO7793.and have an estimated accuracy of +/- 3 meters.
 DO7793
 DO7793.The orthometric height was determined by differential leveling and
 DO7793.adjusted by the NATIONAL GEODETIC SURVEY
 DO7793.in February 2014.
 DO7793
 DO7793.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7793.GEOID18 height accuracy estimate available here.
 DO7793
 DO7793.Click photographs - Photos may exist for this station.
 DO7793
 DO7793.The dynamic height is computed by dividing the NAVD 88
 DO7793.geopotential number by the normal gravity value computed on the
 DO7793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7793.degrees latitude (g = 980.6199 gals.).
 DO7793
 DO7793.The modeled gravity was interpolated from observed gravity values.
 DO7793
 DO7793;                    North         East    Units  Estimated Accuracy
 DO7793;SPC AR N     -   202,469.7     302,918.9     MT  (+/- 3 meters HH1 GPS) 
 DO7793
 DO7793_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA9290600977(NAD 83)
 DO7793
 DO7793                          SUPERSEDED SURVEY CONTROL
 DO7793
 DO7793.No superseded survey control is available for this station.
 DO7793
 DO7793_MARKER: DB = BENCH MARK DISK
 DO7793_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO7793_SP_SET: BRIDGE
 DO7793_STAMPING: H 333 2011
 DO7793_MARK LOGO: ARHD
 DO7793_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO7793_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7793_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO7793+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2011
 DO7793
 DO7793  HISTORY     - Date     Condition        Report By
 DO7793  HISTORY     - 20111121 MONUMENTED       ARHD
 DO7793
 DO7793                          STATION DESCRIPTION
 DO7793
 DO7793'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (JDH)
 DO7793'THE STATION IS LOCATED ABOUT 7.9 MI (12.7 KM) WEST-NORTHWEST OF
 DO7793'WESTERN GROVE, 5.5 MI (8.8 KM) SOUTH-SOUTHEAST OF HARRISON AND 5.0 MI
 DO7793'(8.0 KM) EAST OF GAITHER.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DO7793'
 DO7793'TO REACH FROM THE INTERSECTION OF HIGHWAY 7 AND HIGHWAY 206, GO EAST
 DO7793'ON HIGHWAY 206 FOR 3 MI (4.8 KM) TO THE MARK ON THE RIGHT.
 DO7793'
 DO7793'IT IS 22.68 M (74.4 FT) WEST OF A FENCE CORNER, 16.3 M (53.5 FT) SOUTH
 DO7793'OF EAST FORK ROAD AND 4.9 M (16.1 FT) EAST OF THE CENTERLINE OF
 DO7793'HIGHWAY 206.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO7943 ***********************************************************************
 DO7943  DESIGNATION -  H 335
 DO7943  PID         -  DO7943
 DO7943  STATE/COUNTY-  AR/GREENE
 DO7943  COUNTRY     -  US
 DO7943  USGS QUAD   -  WALCOTT (2017)
 DO7943
 DO7943                         *CURRENT SURVEY CONTROL
 DO7943  ______________________________________________________________________
 DO7943* NAD 83(1986) POSITION- 36 04 08.     (N) 090 41 52.     (W)   SCALED
 DO7943* NAVD 88 ORTHO HEIGHT -    84.749 (meters)      278.05  (feet) ADJUSTED
 DO7943  ______________________________________________________________________
 DO7943  GEOID HEIGHT    -        -28.124 (meters)                     GEOID18
 DO7943  DYNAMIC HEIGHT  -         84.678 (meters)      277.81  (feet) COMP
 DO7943  MODELED GRAVITY -    979,799.4   (mgal)                       NAVD 88
 DO7943
 DO7943  VERT ORDER      -  FIRST     CLASS II
 DO7943
 DO7943.The horizontal coordinates were scaled from a map and have
 DO7943.an estimated accuracy of +/- 6 seconds.
 DO7943
 DO7943.The orthometric height was determined by differential leveling and
 DO7943.adjusted by the NATIONAL GEODETIC SURVEY
 DO7943.in March 2014.
 DO7943
 DO7943.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7943.GEOID18 height accuracy estimate available here.
 DO7943
 DO7943.Click photographs - Photos may exist for this station.
 DO7943
 DO7943.The dynamic height is computed by dividing the NAVD 88
 DO7943.geopotential number by the normal gravity value computed on the
 DO7943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7943.degrees latitude (g = 980.6199 gals.).
 DO7943
 DO7943.The modeled gravity was interpolated from observed gravity values.
 DO7943
 DO7943;                    North         East    Units  Estimated Accuracy
 DO7943;SPC AR N     -   193,330.      517,300.      MT  (+/- 180 meters Scaled)
 DO7943
 DO7943_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV073940(NAD 83)
 DO7943
 DO7943                          SUPERSEDED SURVEY CONTROL
 DO7943
 DO7943.No superseded survey control is available for this station.
 DO7943
 DO7943_MARKER: DB = BENCH MARK DISK
 DO7943_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DO7943_SP_SET: BRIDGE ABUTMENT
 DO7943_STAMPING: H 335 2012
 DO7943_MARK LOGO: ASSOEN
 DO7943_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO7943_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7943
 DO7943  HISTORY     - Date     Condition        Report By
 DO7943  HISTORY     - 20121025 MONUMENTED       ASSOEN
 DO7943
 DO7943                          STATION DESCRIPTION
 DO7943
 DO7943'DESCRIBED BY ASSOCIATED ENGINEERING 2012 (MPM)
 DO7943'THE MARK IS LOCATED ABOUT 15.3 KM (9.5 MI) SOUTHEAST OF O'KEAN, 9.0 KM
 DO7943'(5.6 MI) NORTH-NORTHEAST OF LORADO AND 3.7 KM (2.3 MI) NORTHWEST OF
 DO7943'WALCOTT.
 DO7943'
 DO7943'TO REACH FROM THE INTERSECTION OF HIGHWAY 412 WEST AND HIGHWAY 168 IN
 DO7943'PARAGOULD, ARKANSAS, GO WEST ON HIGHWAY 412 FOR 2.80 MI (4.5 KM) TO
 DO7943'THE MARK ON THE LEFT.
 DO7943'
 DO7943'IT IS 70.5 FT (21.5 M) WEST OF THE SOUTHEAST CORNER OF A BRIDGE, 30.30
 DO7943'FT (9.2 M) SOUTH OF THE NORTHWEST CORNER OF A BRIDGE, 13.7 FT (4.2 M)
 DO7943'SOUTH OF THE CENTERLINE OF HIGHWAY 412 AND 4.6 FT (1.4 M)
 DO7943'EAST-NORTHEAST OF A LOG MILE SIGN.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO8367 ***********************************************************************
 DO8367  DESIGNATION -  H 337
 DO8367  PID         -  DO8367
 DO8367  STATE/COUNTY-  AR/HEMPSTEAD
 DO8367  COUNTRY     -  US
 DO8367  USGS QUAD   -  SHEPPARD (2017)
 DO8367
 DO8367                         *CURRENT SURVEY CONTROL
 DO8367  ______________________________________________________________________
 DO8367* NAD 83(1986) POSITION- 33 37 53.8    (N) 093 42 29.8    (W)   HD_HELD2
 DO8367* NAVD 88 ORTHO HEIGHT -    80.555 (meters)      264.29  (feet) ADJUSTED
 DO8367  ______________________________________________________________________
 DO8367  GEOID HEIGHT    -        -27.017 (meters)                     GEOID18
 DO8367  DYNAMIC HEIGHT  -         80.470 (meters)      264.01  (feet) COMP
 DO8367  MODELED GRAVITY -    979,584.3   (mgal)                       NAVD 88
 DO8367
 DO8367  VERT ORDER      -  SECOND    CLASS I
 DO8367
 DO8367.The horizontal coordinates were established by autonomous hand held GPS
 DO8367.observations and have an estimated accuracy of +/- 10 meters.
 DO8367
 DO8367.The orthometric height was determined by differential leveling and
 DO8367.adjusted by the NATIONAL GEODETIC SURVEY
 DO8367.in February 2014.
 DO8367
 DO8367.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8367.GEOID18 height accuracy estimate available here.
 DO8367
 DO8367.Click photographs - Photos may exist for this station.
 DO8367
 DO8367.The dynamic height is computed by dividing the NAVD 88
 DO8367.geopotential number by the normal gravity value computed on the
 DO8367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8367.degrees latitude (g = 980.6199 gals.).
 DO8367
 DO8367.The modeled gravity was interpolated from observed gravity values.
 DO8367
 DO8367;                    North         East    Units  Estimated Accuracy
 DO8367;SPC AR S     -   508,347.      241,520.      MT  (+/- 10 meters HH2 GPS)
 DO8367
 DO8367_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT3431021535(NAD 83)
 DO8367
 DO8367                          SUPERSEDED SURVEY CONTROL
 DO8367
 DO8367.No superseded survey control is available for this station.
 DO8367
 DO8367_MARKER: DB = BENCH MARK DISK
 DO8367_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DO8367_SP_SET: BRIDGE ABUTMENT
 DO8367_STAMPING: H 337 2013
 DO8367_MARK LOGO: ARHD
 DO8367_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO8367_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8367_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO8367+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2013
 DO8367
 DO8367  HISTORY     - Date     Condition        Report By
 DO8367  HISTORY     - 20130326 MONUMENTED       ARHD
 DO8367
 DO8367                          STATION DESCRIPTION
 DO8367
 DO8367'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (JDH)
 DO8367'THE STATION IS LOCATED ABOUT 9.9 KM (6.2 MI) EAST OF FULTON, 7.4 KM
 DO8367'(4.6 MI) NORTHWEST OF SPRING HILL AND 1.4 KM (0.9 MI) EAST-NORTHEAST
 DO8367'OF SHEPPARD.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DO8367'
 DO8367'TO REACH FROM THE INTERSECTION OF TO REACH FROM THE INTERSECTION OF
 DO8367'HIGHWAY 355 AND HIGHWAY 67, GO NORTH ALONG HIGHWAY 67 FOR 6.2 MI (10.0
 DO8367'KM) TO THE STATION ON THE RIGHT.
 DO8367'
 DO8367'IT IS 24.6 M (80.7 FT) NORTHWEST OF A CROSS TIE FENCE CORNER, 22.4 M
 DO8367'(73.5 FT) WEST OF THE EAST END OF A GUARDRAIL, 19.8 M (65.0 FT)
 DO8367'NORTHWEST OF A FIBER OPTIC CABLE MARKER AND 4.8 M (15.7 FT) SOUTH OF
 DO8367'THE CENTERLINE OF HIGHWAY 67.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO9607 ***********************************************************************
 DO9607  DESIGNATION -  H 338
 DO9607  PID         -  DO9607
 DO9607  STATE/COUNTY-  AR/OUACHITA
 DO9607  COUNTRY     -  US
 DO9607  USGS QUAD   -  CAMDEN (2017)
 DO9607
 DO9607                         *CURRENT SURVEY CONTROL
 DO9607  ______________________________________________________________________
 DO9607* NAD 83(1986) POSITION- 33 33 39.4    (N) 092 49 41.5    (W)   HD_HELD2
 DO9607* NAVD 88 ORTHO HEIGHT -    39.224 (meters)      128.69  (feet) ADJUSTED
 DO9607  ______________________________________________________________________
 DO9607  GEOID HEIGHT    -        -26.289 (meters)                     GEOID18
 DO9607  DYNAMIC HEIGHT  -         39.184 (meters)      128.56  (feet) COMP
 DO9607  MODELED GRAVITY -    979,602.1   (mgal)                       NAVD 88
 DO9607
 DO9607  VERT ORDER      -  FIRST     CLASS II
 DO9607
 DO9607.The horizontal coordinates were established by autonomous hand held GPS
 DO9607.observations and have an estimated accuracy of +/- 10 meters.
 DO9607
 DO9607.The orthometric height was determined by differential leveling and
 DO9607.adjusted by the NATIONAL GEODETIC SURVEY
 DO9607.in March 2014.
 DO9607
 DO9607.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9607.GEOID18 height accuracy estimate available here.
 DO9607
 DO9607.Click photographs - Photos may exist for this station.
 DO9607
 DO9607.The dynamic height is computed by dividing the NAVD 88
 DO9607.geopotential number by the normal gravity value computed on the
 DO9607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9607.degrees latitude (g = 980.6199 gals.).
 DO9607
 DO9607.The modeled gravity was interpolated from observed gravity values.
 DO9607
 DO9607;                    North         East    Units  Estimated Accuracy
 DO9607;SPC AR S     -   499,498.      323,101.      MT  (+/- 10 meters HH2 GPS)
 DO9607
 DO9607_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT1594713489(NAD 83)
 DO9607
 DO9607                          SUPERSEDED SURVEY CONTROL
 DO9607
 DO9607.No superseded survey control is available for this station.
 DO9607
 DO9607_MARKER: DB = BENCH MARK DISK
 DO9607_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DO9607_SP_SET: BRIDGE ABUTMENT
 DO9607_STAMPING: H 338 2013
 DO9607_MARK LOGO: ARHD
 DO9607_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO9607_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9607_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9607+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2013
 DO9607
 DO9607  HISTORY     - Date     Condition        Report By
 DO9607  HISTORY     - 20130514 MONUMENTED       ARHD
 DO9607
 DO9607                          STATION DESCRIPTION
 DO9607
 DO9607'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (JDH)
 DO9607'THE STATION IS LOCATED ABOUT 11.0 KM (6.8 MI) SOUTH-SOUTHWEST OF
 DO9607'HARMONY GROVE, 9.7 KM (6.0 MI) WEST-SOUTHWEST OF EAST CAMDEN AND 2.7
 DO9607'KM (1.7 MI) SOUTH-SOUTHEAST OF CAMDEN.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DO9607'
 DO9607'TO REACH FROM THE INTERSECTION OF HIGHWAY 7 AND HIGHWAY 278, GO SOUTH
 DO9607'ON HIGHWAY 7 FOR 0.6 MI (1.0 KM) TO THE STATION ON THE LEFT.
 DO9607'
 DO9607'IT IS IN THE SOUTHEAST CORNER OF COTTON BELT RAILROAD BRIDGE, 37 FT
 DO9607'(11.3 M) EAST OF THE CENTERLINE OF HIGHWAY 7 OF THE NORTH BOUND LANE
 DO9607'AND 2 FT (0.6 M) EAST OF LOG MILE 14.48 SIGN.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DP5084 ***********************************************************************
 DP5084  DESIGNATION -  H 340
 DP5084  PID         -  DP5084
 DP5084  STATE/COUNTY-  AR/SALINE
 DP5084  COUNTRY     -  US
 DP5084  USGS QUAD   -  HASKELL (2017)
 DP5084
 DP5084                         *CURRENT SURVEY CONTROL
 DP5084  ______________________________________________________________________
 DP5084* NAD 83(1986) POSITION- 34 32 22.6    (N) 092 42 31.0    (W)   HD_HELD2
 DP5084* NAVD 88 ORTHO HEIGHT -   118.203 (meters)      387.80  (feet) ADJUSTED
 DP5084  ______________________________________________________________________
 DP5084  GEOID HEIGHT    -        -26.541 (meters)                     GEOID18
 DP5084  DYNAMIC HEIGHT  -        118.091 (meters)      387.44  (feet) COMP
 DP5084  MODELED GRAVITY -    979,686.6   (mgal)                       NAVD 88
 DP5084
 DP5084  VERT ORDER      -  SECOND    CLASS I
 DP5084
 DP5084.The horizontal coordinates were established by autonomous hand held GPS
 DP5084.observations and have an estimated accuracy of +/- 10 meters.
 DP5084
 DP5084.The orthometric height was determined by differential leveling and
 DP5084.adjusted by the NATIONAL GEODETIC SURVEY
 DP5084.in December 2014.
 DP5084
 DP5084.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5084.GEOID18 height accuracy estimate available here.
 DP5084
 DP5084.Click photographs - Photos may exist for this station.
 DP5084
 DP5084.The dynamic height is computed by dividing the NAVD 88
 DP5084.geopotential number by the normal gravity value computed on the
 DP5084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5084.degrees latitude (g = 980.6199 gals.).
 DP5084
 DP5084.The modeled gravity was interpolated from observed gravity values.
 DP5084
 DP5084;                    North         East    Units  Estimated Accuracy
 DP5084;SPC AR S     -   607,961.      334,955.      MT  (+/- 10 meters HH2 GPS)
 DP5084
 DP5084_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU2673722028(NAD 83)
 DP5084
 DP5084                          SUPERSEDED SURVEY CONTROL
 DP5084
 DP5084.No superseded survey control is available for this station.
 DP5084
 DP5084_MARKER: DB = BENCH MARK DISK
 DP5084_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DP5084_SP_SET: HEADWALL
 DP5084_STAMPING: H 340 2014
 DP5084_MARK LOGO: ARHD
 DP5084_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP5084+STABILITY: SURFACE MOTION
 DP5084_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP5084+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2014
 DP5084
 DP5084  HISTORY     - Date     Condition        Report By
 DP5084  HISTORY     - 20140618 MONUMENTED       ARHD
 DP5084
 DP5084                          STATION DESCRIPTION
 DP5084
 DP5084'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (JDH)
 DP5084'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) NORTH-NORTHWEST OF
 DP5084'TRASKWOOD, 5.7 MI (9.2 KM) EAST OF LONSDALE AND 4.9 MI (7.9 KM)
 DP5084'WEST-NORTHWEST OF HASKELL.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DP5084'
 DP5084'TO REACH FROM THE INTERSECTION OF I-30 AND HIGHWAY 70, GO WEST ON
 DP5084'HIGHWAY 70 FOR 2 MI (3.2 KM) TO THE STATION ON THE RIGHT IN THE CENTER
 DP5084'OF THE NORTH HEADWALL.
 DP5084'
 DP5084'IT IS 102 FT (31.1 M) NORTH OF HIGHWAY 70 CENTERLINE, 36 FT (11.0 M)
 DP5084'WEST OF A COMBINATION POLE WITH GUY AND 13 FT (4.0 M) SOUTH OF A
 DP5084'FENCE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DP6900 ***********************************************************************
 DP6900  DESIGNATION -  H 341
 DP6900  PID         -  DP6900
 DP6900  STATE/COUNTY-  AR/WHITE
 DP6900  COUNTRY     -  US
 DP6900  USGS QUAD   -  BALD KNOB (2017)
 DP6900
 DP6900                         *CURRENT SURVEY CONTROL
 DP6900  ______________________________________________________________________
 DP6900* NAD 83(1986) POSITION- 35 21 52.25   (N) 091 33 37.00   (W)   HD_HELD1
 DP6900* NAVD 88 ORTHO HEIGHT -   159.159 (meters)      522.17  (feet) ADJUSTED
 DP6900  ______________________________________________________________________
 DP6900  GEOID HEIGHT    -        -27.270 (meters)                     GEOID18
 DP6900  DYNAMIC HEIGHT  -        159.017 (meters)      521.71  (feet) COMP
 DP6900  MODELED GRAVITY -    979,738.8   (mgal)                       NAVD 88
 DP6900
 DP6900  VERT ORDER      -  SECOND    CLASS I
 DP6900
 DP6900.The horizontal coordinates were determined by differentially corrected
 DP6900.hand held GPS observations or other comparable positioning techniques
 DP6900.and have an estimated accuracy of +/- 3 meters.
 DP6900
 DP6900.The orthometric height was determined by differential leveling and
 DP6900.adjusted by the NATIONAL GEODETIC SURVEY
 DP6900.in October 2015.
 DP6900
 DP6900.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6900.GEOID18 height accuracy estimate available here.
 DP6900
 DP6900.Click photographs - Photos may exist for this station.
 DP6900
 DP6900.The dynamic height is computed by dividing the NAVD 88
 DP6900.geopotential number by the normal gravity value computed on the
 DP6900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6900.degrees latitude (g = 980.6199 gals.).
 DP6900
 DP6900.The modeled gravity was interpolated from observed gravity values.
 DP6900
 DP6900;                    North         East    Units  Estimated Accuracy
 DP6900;SPC AR N     -   114,489.7     439,960.2     MT  (+/- 3 meters HH1 GPS) 
 DP6900
 DP6900_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV3079614418(NAD 83)
 DP6900
 DP6900                          SUPERSEDED SURVEY CONTROL
 DP6900
 DP6900.No superseded survey control is available for this station.
 DP6900
 DP6900_MARKER: DB = BENCH MARK DISK
 DP6900_SETTING: 66 = SET IN ROCK OUTCROP
 DP6900_STAMPING: H 341 2014
 DP6900_MARK LOGO: ARHD
 DP6900_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DP6900_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DP6900+STABILITY: POSITION/ELEVATION WELL
 DP6900_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6900+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2014
 DP6900
 DP6900  HISTORY     - Date     Condition        Report By
 DP6900  HISTORY     - 20140903 MONUMENTED       ARHD
 DP6900
 DP6900                          STATION DESCRIPTION
 DP6900
 DP6900'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (JDH)
 DP6900'THE STATION IS LOCATED ABOUT 7.1 MI (11.4 KM) SOUTHWEST OF BRADFORD,
 DP6900'3.8 MI (6.1 KM) NORTH OF BALD KNOB AND 3.5 MI (5.6 KM) SOUTH-SOUTHEAST
 DP6900'OF VELVET RIDGE.
 DP6900'
 DP6900'TO REACH FROM THE INTERSECTION OF US HIGHWAY 167 AND US I-67, GO NORTH
 DP6900'ON HIGHWAY 167 FOR 3.18 MI (5.1 KM) TO THE STATION ON THE LEFT, IN A
 DP6900'ROCK OUTCROP.
 DP6900'
 DP6900'IT IS 63 FT (19.2 M) WEST OF HIGHWAY 167 CENTERLINE, 40 FT (12.2 M)
 DP6900'EAST OF A FENCE CORNER AND 38 FT (11.6 M) EAST OF A COMBINATION POLE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DP6924 ***********************************************************************
 DP6924  DESIGNATION -  H 342
 DP6924  PID         -  DP6924
 DP6924  STATE/COUNTY-  AR/INDEPENDENCE
 DP6924  COUNTRY     -  US
 DP6924  USGS QUAD   -  JAMESTOWN (2017)
 DP6924
 DP6924                         *CURRENT SURVEY CONTROL
 DP6924  ______________________________________________________________________
 DP6924* NAD 83(1986) POSITION- 35 42 23.4    (N) 091 37 45.4    (W)   HD_HELD2
 DP6924* NAVD 88 ORTHO HEIGHT -   104.850 (meters)      344.00  (feet) ADJUSTED
 DP6924  ______________________________________________________________________
 DP6924  GEOID HEIGHT    -        -27.490 (meters)                     GEOID18
 DP6924  DYNAMIC HEIGHT  -        104.759 (meters)      343.70  (feet) COMP
 DP6924  MODELED GRAVITY -    979,766.5   (mgal)                       NAVD 88
 DP6924
 DP6924  VERT ORDER      -  SECOND    CLASS I
 DP6924
 DP6924.The horizontal coordinates were established by autonomous hand held GPS
 DP6924.observations and have an estimated accuracy of +/- 10 meters.
 DP6924
 DP6924.The orthometric height was determined by differential leveling and
 DP6924.adjusted by the NATIONAL GEODETIC SURVEY
 DP6924.in October 2015.
 DP6924
 DP6924.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6924.GEOID18 height accuracy estimate available here.
 DP6924
 DP6924.Click photographs - Photos may exist for this station.
 DP6924
 DP6924.The dynamic height is computed by dividing the NAVD 88
 DP6924.geopotential number by the normal gravity value computed on the
 DP6924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6924.degrees latitude (g = 980.6199 gals.).
 DP6924
 DP6924.The modeled gravity was interpolated from observed gravity values.
 DP6924
 DP6924;                    North         East    Units  Estimated Accuracy
 DP6924;SPC AR N     -   152,405.      433,547.      MT  (+/- 10 meters HH2 GPS)
 DP6924
 DP6924_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV2399952261(NAD 83)
 DP6924
 DP6924                          SUPERSEDED SURVEY CONTROL
 DP6924
 DP6924.No superseded survey control is available for this station.
 DP6924
 DP6924_MARKER: DB = BENCH MARK DISK
 DP6924_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DP6924_SP_SET: HEADWALL
 DP6924_STAMPING: H 342 2014
 DP6924_MARK LOGO: ARHD
 DP6924_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP6924+STABILITY: SURFACE MOTION
 DP6924_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP6924+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2014
 DP6924
 DP6924  HISTORY     - Date     Condition        Report By
 DP6924  HISTORY     - 20141029 MONUMENTED       ARHD
 DP6924
 DP6924                          STATION DESCRIPTION
 DP6924
 DP6924'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (JDH)
 DP6924'THE STATION IS LOCATED ABOUT 4.4 MI (7.1 KM) SOUTH OF BATESVILLE, 4.3
 DP6924'MI (6.9 KM) EAST OF JAMESTOWN AND 2.2 MI (3.5 KM) WEST-NORTHWEST OF
 DP6924'SALADO.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DP6924'
 DP6924'TO REACH FROM THE INTERSECTION OF US HIGHWAY 167 AND STATE HIGHWAY
 DP6924'157, GO NORTH ON HIGHWAY 167 FOR 11.2 MI (18.0 KM) TO THE STATION ON
 DP6924'THE RIGHT, IN THE CENTER OF THE EAST HEADWALL.
 DP6924'
 DP6924'IT IS 40 FT (12.2 M) SOUTHWEST OF A CONCRETE DRAIN, 40 FT (12.2 M)
 DP6924'NORTHWEST OF A CONCRETE DRAIN AND 76 FT (23.2 M) EAST OF HIGHWAY 167
 DP6924'CENTERLINE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ4463 ***********************************************************************
 DQ4463  DESIGNATION -  H 343
 DQ4463  PID         -  DQ4463
 DQ4463  STATE/COUNTY-  AR/JEFFERSON
 DQ4463  COUNTRY     -  US
 DQ4463  USGS QUAD   -  LADD (2017)
 DQ4463
 DQ4463                         *CURRENT SURVEY CONTROL
 DQ4463  ______________________________________________________________________
 DQ4463* NAD 83(1986) POSITION- 34 14 33.1    (N) 091 55 41.7    (W)   HD_HELD2
 DQ4463* NAVD 88 ORTHO HEIGHT -    63.958 (meters)      209.84  (feet) ADJUSTED
 DQ4463  ______________________________________________________________________
 DQ4463  GEOID HEIGHT    -        -26.017 (meters)                     GEOID18
 DQ4463  DYNAMIC HEIGHT  -         63.896 (meters)      209.63  (feet) COMP
 DQ4463  MODELED GRAVITY -    979,665.9   (mgal)                       NAVD 88
 DQ4463
 DQ4463  VERT ORDER      -  FIRST     CLASS II
 DQ4463
 DQ4463.The horizontal coordinates were established by autonomous hand held GPS
 DQ4463.observations and have an estimated accuracy of +/- 10 meters.
 DQ4463
 DQ4463.The orthometric height was determined by differential leveling and
 DQ4463.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4463.in February 2017.
 DQ4463
 DQ4463.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4463.GEOID18 height accuracy estimate available here.
 DQ4463
 DQ4463.Click photographs - Photos may exist for this station.
 DQ4463
 DQ4463.The dynamic height is computed by dividing the NAVD 88
 DQ4463.geopotential number by the normal gravity value computed on the
 DQ4463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4463.degrees latitude (g = 980.6199 gals.).
 DQ4463
 DQ4463.The modeled gravity was interpolated from observed gravity values.
 DQ4463
 DQ4463;                    North         East    Units  Estimated Accuracy
 DQ4463;SPC AR S     -   574,785.      406,609.      MT  (+/- 10 meters HH2 GPS)
 DQ4463
 DQ4463_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT9869389566(NAD 83)
 DQ4463
 DQ4463                          SUPERSEDED SURVEY CONTROL
 DQ4463
 DQ4463.No superseded survey control is available for this station.
 DQ4463
 DQ4463_MARKER: DB = BENCH MARK DISK
 DQ4463_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 DQ4463_SP_SET: FOUNDATION
 DQ4463_STAMPING: H 343 2015
 DQ4463_MARK LOGO: ARHD
 DQ4463_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ4463_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DQ4463+STABILITY: POSITION/ELEVATION WELL
 DQ4463_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ4463+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2015
 DQ4463
 DQ4463  HISTORY     - Date     Condition        Report By
 DQ4463  HISTORY     - 20150623 MONUMENTED       ARHD
 DQ4463
 DQ4463                          STATION DESCRIPTION
 DQ4463
 DQ4463'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 DQ4463'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) SOUTHWEST OF ALTHEIMER,
 DQ4463'4.4 MI (7.1 KM) EAST-NORTHEAST OF PINE BLUFF AND 3.2 MI (5.1 KM)
 DQ4463'SOUTHWEST OF ROB ROY.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ4463'
 DQ4463'TO REACH FROM THE INTERSECTION OF US HIGHWAY 79/63 AND US HIGHWAY 65
 DQ4463'B, GO NORTH ON HIGHWAY 79/63 FOR 3.63 MI (5.84 KM) TO THE STATION ON
 DQ4463'THE LEFT, IN A CONCRETE BASE FOR THE PINE BLUFF PORT WITH A BOAT FOR
 DQ4463'THE SIGN.
 DQ4463'
 DQ4463'IT IS 47 FT (14.3 M) WEST OF ANDREWS ROAD CENTERLINE, 5 FT (1.5 M)
 DQ4463'NORTH OF A CONCRETE PIER AND 4 FT (1.2 M) SOUTH OF A CONCRETE PIER.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ3508 ***********************************************************************
 DQ3508  DESIGNATION -  H 344
 DQ3508  PID         -  DQ3508
 DQ3508  STATE/COUNTY-  AR/VAN BUREN
 DQ3508  COUNTRY     -  US
 DQ3508  USGS QUAD   -  CLINTON (2017)
 DQ3508
 DQ3508                         *CURRENT SURVEY CONTROL
 DQ3508  ______________________________________________________________________
 DQ3508* NAD 83(1986) POSITION- 35 31 43.22   (N) 092 26 00.00   (W)   HD_HELD1
 DQ3508* NAVD 88 ORTHO HEIGHT -   152.089 (meters)      498.98  (feet) ADJUSTED
 DQ3508  ______________________________________________________________________
 DQ3508  GEOID HEIGHT    -        -27.950 (meters)                     GEOID18
 DQ3508  DYNAMIC HEIGHT  -        151.950 (meters)      498.52  (feet) COMP
 DQ3508  MODELED GRAVITY -    979,712.0   (mgal)                       NAVD 88
 DQ3508
 DQ3508  VERT ORDER      -  SECOND    CLASS I
 DQ3508
 DQ3508.The horizontal coordinates were determined by differentially corrected
 DQ3508.hand held GPS observations or other comparable positioning techniques
 DQ3508.and have an estimated accuracy of +/- 3 meters.
 DQ3508
 DQ3508.The orthometric height was determined by differential leveling and
 DQ3508.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3508.in January 2017.
 DQ3508
 DQ3508.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3508.GEOID18 height accuracy estimate available here.
 DQ3508
 DQ3508.Click photographs - Photos may exist for this station.
 DQ3508
 DQ3508.The dynamic height is computed by dividing the NAVD 88
 DQ3508.geopotential number by the normal gravity value computed on the
 DQ3508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3508.degrees latitude (g = 980.6199 gals.).
 DQ3508
 DQ3508.The modeled gravity was interpolated from observed gravity values.
 DQ3508
 DQ3508;                    North         East    Units  Estimated Accuracy
 DQ3508;SPC AR N     -   132,699.0     360,700.5     MT  (+/- 3 meters HH1 GPS) 
 DQ3508
 DQ3508_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV5137431821(NAD 83)
 DQ3508
 DQ3508                          SUPERSEDED SURVEY CONTROL
 DQ3508
 DQ3508.No superseded survey control is available for this station.
 DQ3508
 DQ3508_MARKER: DB = BENCH MARK DISK
 DQ3508_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ3508_SP_SET: HEADWALL
 DQ3508_STAMPING: H 344 2015
 DQ3508_MARK LOGO: ARHD
 DQ3508_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3508+STABILITY: SURFACE MOTION
 DQ3508_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3508+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2015
 DQ3508
 DQ3508  HISTORY     - Date     Condition        Report By
 DQ3508  HISTORY     - 20150908 MONUMENTED       ARHD
 DQ3508
 DQ3508                          STATION DESCRIPTION
 DQ3508
 DQ3508'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 DQ3508'THE STATION IS LOCATED ABOUT 6.3 MI (10.1 KM) NORTHEAST OF FORMOSA,
 DQ3508'5.8 MI (9.3 KM) NORTH-NORTHWEST OF BEE BRANCH AND 4.6 MI (7.4 KM)
 DQ3508'SOUTH-SOUTHEAST OF CLINTON.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ3508'
 DQ3508'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 330,
 DQ3508'GO EAST ON HIGHWAY 330 FOR 0.45 MI (0.72 KM) TO THE STATION ON THE
 DQ3508'RIGHT, IN THE WEST END OF THE SOUTH HEADWALL.
 DQ3508'
 DQ3508'IT IS 20 FT (6.1 M) SOUTH OF HIGHWAY 9 CENTERLINE AND 6 FT (1.8 M)
 DQ3508'SOUTH OF A GUARD RAIL.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ3591 ***********************************************************************
 DQ3591  DESIGNATION -  H 345
 DQ3591  PID         -  DQ3591
 DQ3591  STATE/COUNTY-  AR/VAN BUREN
 DQ3591  COUNTRY     -  US
 DQ3591  USGS QUAD   -  LESLIE (2017)
 DQ3591
 DQ3591                         *CURRENT SURVEY CONTROL
 DQ3591  ______________________________________________________________________
 DQ3591* NAD 83(1986) POSITION- 35 45 04.9    (N) 092 32 16.7    (W)   HD_HELD2
 DQ3591* NAVD 88 ORTHO HEIGHT -   433.688 (meters)     1422.86  (feet) ADJUSTED
 DQ3591  ______________________________________________________________________
 DQ3591  GEOID HEIGHT    -        -27.884 (meters)                     GEOID18
 DQ3591  DYNAMIC HEIGHT  -        433.280 (meters)     1421.52  (feet) COMP
 DQ3591  MODELED GRAVITY -    979,679.6   (mgal)                       NAVD 88
 DQ3591
 DQ3591  VERT ORDER      -  SECOND    CLASS I
 DQ3591
 DQ3591.The horizontal coordinates were established by autonomous hand held GPS
 DQ3591.observations and have an estimated accuracy of +/- 10 meters.
 DQ3591
 DQ3591.The orthometric height was determined by differential leveling and
 DQ3591.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3591.in January 2017.
 DQ3591
 DQ3591.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3591.GEOID18 height accuracy estimate available here.
 DQ3591
 DQ3591.Click photographs - Photos may exist for this station.
 DQ3591
 DQ3591.The dynamic height is computed by dividing the NAVD 88
 DQ3591.geopotential number by the normal gravity value computed on the
 DQ3591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3591.degrees latitude (g = 980.6199 gals.).
 DQ3591
 DQ3591.The modeled gravity was interpolated from observed gravity values.
 DQ3591
 DQ3591;                    North         East    Units  Estimated Accuracy
 DQ3591;SPC AR N     -   157,452.      351,346.      MT  (+/- 10 meters HH2 GPS)
 DQ3591
 DQ3591_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV4177156469(NAD 83)
 DQ3591
 DQ3591                          SUPERSEDED SURVEY CONTROL
 DQ3591
 DQ3591.No superseded survey control is available for this station.
 DQ3591
 DQ3591_MARKER: DB = BENCH MARK DISK
 DQ3591_SETTING: 66 = SET IN ROCK OUTCROP
 DQ3591_STAMPING: H 345 2015
 DQ3591_MARK LOGO: ARHD
 DQ3591_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ3591_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DQ3591+STABILITY: POSITION/ELEVATION WELL
 DQ3591_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ3591+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2015
 DQ3591
 DQ3591  HISTORY     - Date     Condition        Report By
 DQ3591  HISTORY     - 20151106 MONUMENTED       ARHD
 DQ3591
 DQ3591                          STATION DESCRIPTION
 DQ3591
 DQ3591'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 DQ3591'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) WEST-NORTHWEST OF OLD
 DQ3591'LEXINGTON, 5.6 MI (9.0 KM) SOUTH-SOUTHEAST OF LESLIE AND 3.8 MI (6.1
 DQ3591'KM) NORTH-NORTHWEST OF BOTKINBURG.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ3591'
 DQ3591'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 254,
 DQ3591'GO WEST ON HIGHWAY 254 FOR 0.9 MI (1.4 KM) TO THE STATION ON THE
 DQ3591'RIGHT, IN A LARGE ROCK OUTCROP.
 DQ3591'
 DQ3591'IT IS 104 FT (31.7 M) NORTHEAST OF A TELEPHONE BOX, 28 FT (8.5 M)
 DQ3591'NORTH OF HIGHWAY 254 CENTERLINE AND 18 FT (5.5 M) SOUTH OF A FENCE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ3567 ***********************************************************************
 DQ3567  DESIGNATION -  H 346
 DQ3567  PID         -  DQ3567
 DQ3567  STATE/COUNTY-  AR/SEARCY
 DQ3567  COUNTRY     -  US
 DQ3567  USGS QUAD   -  MARSHALL (2017)
 DQ3567
 DQ3567                         *CURRENT SURVEY CONTROL
 DQ3567  ______________________________________________________________________
 DQ3567* NAD 83(1986) POSITION- 35 54 00.9    (N) 092 38 00.0    (W)   HD_HELD2
 DQ3567* NAVD 88 ORTHO HEIGHT -   291.878 (meters)      957.60  (feet) ADJUSTED
 DQ3567  ______________________________________________________________________
 DQ3567  GEOID HEIGHT    -        -28.096 (meters)                     GEOID18
 DQ3567  DYNAMIC HEIGHT  -        291.609 (meters)      956.72  (feet) COMP
 DQ3567  MODELED GRAVITY -    979,705.1   (mgal)                       NAVD 88
 DQ3567
 DQ3567  VERT ORDER      -  SECOND    CLASS I
 DQ3567
 DQ3567.The horizontal coordinates were established by autonomous hand held GPS
 DQ3567.observations and have an estimated accuracy of +/- 10 meters.
 DQ3567
 DQ3567.The orthometric height was determined by differential leveling and
 DQ3567.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3567.in January 2017.
 DQ3567
 DQ3567.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3567.GEOID18 height accuracy estimate available here.
 DQ3567
 DQ3567.Click photographs - Photos may exist for this station.
 DQ3567
 DQ3567.The dynamic height is computed by dividing the NAVD 88
 DQ3567.geopotential number by the normal gravity value computed on the
 DQ3567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3567.degrees latitude (g = 980.6199 gals.).
 DQ3567
 DQ3567.The modeled gravity was interpolated from observed gravity values.
 DQ3567
 DQ3567;                    North         East    Units  Estimated Accuracy
 DQ3567;SPC AR N     -   174,022.      342,828.      MT  (+/- 10 meters HH2 GPS)
 DQ3567
 DQ3567_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV3308872946(NAD 83)
 DQ3567
 DQ3567                          SUPERSEDED SURVEY CONTROL
 DQ3567
 DQ3567.No superseded survey control is available for this station.
 DQ3567
 DQ3567_MARKER: DB = BENCH MARK DISK
 DQ3567_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DQ3567_SP_SET: BRIDGE ABUTMENT
 DQ3567_STAMPING: H 346 2016
 DQ3567_MARK LOGO: ARHD
 DQ3567_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3567_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ3567_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ3567+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2025
 DQ3567
 DQ3567  HISTORY     - Date     Condition        Report By
 DQ3567  HISTORY     - 20160126 MONUMENTED       ARHD
 DQ3567  HISTORY     - 20250714 GOOD             ARHD
 DQ3567
 DQ3567                          STATION DESCRIPTION
 DQ3567
 DQ3567'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 DQ3567'THE STATION IS LOCATED ABOUT 6.4 MI (10.3 KM) NORTHWEST OF LESLIE, 4.5
 DQ3567'MI (7.2 KM) EAST-NORTHEAST OF CANAAN AND 0.6 MI (1.0 KM)
 DQ3567'SOUTH-SOUTHWEST OF MARSHALL.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ3567'
 DQ3567'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 27,
 DQ3567'GO SOUTH ON HIGHWAY 27 FOR 0.9 MI (1.4 KM) TO THE STATION ON THE
 DQ3567'RIGHT, IN THE SOUTHWEST CORNER OF THE BRIDGE ABUTMENT.
 DQ3567'
 DQ3567'IT IS 50 FT (15.2 M) NORTHEAST OF CANAAN ACRES CENTERLINE AND 14 FT
 DQ3567'(4.3 M) NORTHWEST OF HIGHWAY 27 CENTERLINE.
 DQ3567
 DQ3567                          STATION RECOVERY (2025)
 DQ3567
 DQ3567'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2025 (JH)
 DQ3567'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ3599 ***********************************************************************
 DQ3599  DESIGNATION -  H 347
 DQ3599  PID         -  DQ3599
 DQ3599  STATE/COUNTY-  AR/SEARCY
 DQ3599  COUNTRY     -  US
 DQ3599  USGS QUAD   -  SNOWBALL (2017)
 DQ3599
 DQ3599                         *CURRENT SURVEY CONTROL
 DQ3599  ______________________________________________________________________
 DQ3599* NAD 83(1986) POSITION- 35 59 08.2    (N) 092 45 00.0    (W)   HD_HELD2
 DQ3599* NAVD 88 ORTHO HEIGHT -   189.877 (meters)      622.95  (feet) ADJUSTED
 DQ3599  ______________________________________________________________________
 DQ3599  GEOID HEIGHT    -        -28.312 (meters)                     GEOID18
 DQ3599  DYNAMIC HEIGHT  -        189.706 (meters)      622.39  (feet) COMP
 DQ3599  MODELED GRAVITY -    979,730.0   (mgal)                       NAVD 88
 DQ3599
 DQ3599  VERT ORDER      -  SECOND    CLASS I
 DQ3599
 DQ3599.The horizontal coordinates were established by autonomous hand held GPS
 DQ3599.observations and have an estimated accuracy of +/- 10 meters.
 DQ3599
 DQ3599.The orthometric height was determined by differential leveling and
 DQ3599.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3599.in January 2017.
 DQ3599
 DQ3599.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3599.GEOID18 height accuracy estimate available here.
 DQ3599
 DQ3599.Click photographs - Photos may exist for this station.
 DQ3599
 DQ3599.The dynamic height is computed by dividing the NAVD 88
 DQ3599.geopotential number by the normal gravity value computed on the
 DQ3599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3599.degrees latitude (g = 980.6199 gals.).
 DQ3599
 DQ3599.The modeled gravity was interpolated from observed gravity values.
 DQ3599
 DQ3599;                    North         East    Units  Estimated Accuracy
 DQ3599;SPC AR N     -   183,567.      332,368.      MT  (+/- 10 meters HH2 GPS)
 DQ3599
 DQ3599_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV2253682381(NAD 83)
 DQ3599
 DQ3599                          SUPERSEDED SURVEY CONTROL
 DQ3599
 DQ3599.No superseded survey control is available for this station.
 DQ3599
 DQ3599_MARKER: DB = BENCH MARK DISK
 DQ3599_SETTING: 66 = SET IN ROCK OUTCROP
 DQ3599_STAMPING: H 347 2016
 DQ3599_MARK LOGO: ARHD
 DQ3599_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ3599_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DQ3599+STABILITY: POSITION/ELEVATION WELL
 DQ3599_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ3599+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2016
 DQ3599
 DQ3599  HISTORY     - Date     Condition        Report By
 DQ3599  HISTORY     - 20160308 MONUMENTED       ARHD
 DQ3599
 DQ3599                          STATION DESCRIPTION
 DQ3599
 DQ3599'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 DQ3599'THE STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) SOUTHWEST OF MAUMEE, 6.8
 DQ3599'MI (10.9 KM) NORTHEAST OF SNOWBALL AND 4.3 MI (6.9 KM) SOUTHEAST OF
 DQ3599'SAINT JOE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ3599'
 DQ3599'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 333,
 DQ3599'GO SOUTH ON HIGHWAY 65 FOR 1.3 MI (2.1 KM) TO THE STATION ON THE LEFT.
 DQ3599'IT IS 24 FT (7.3 M) SOUTH OF A WITNESS POST, 150 FT (45.7 M) NORTHEAST
 DQ3599'OF HIGHWAY 65 CENTERLINE, 71 FT (21.6 M) NORTHEAST OF A POWER POLE AND
 DQ3599'37 FT (11.3 M) NORTHWEST OF SHINE EYE COUNTY ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ3624 ***********************************************************************
 DQ3624  DESIGNATION -  H 348
 DQ3624  PID         -  DQ3624
 DQ3624  STATE/COUNTY-  AR/SEARCY
 DQ3624  COUNTRY     -  US
 DQ3624  USGS QUAD   -  WESTERN GROVE (2017)
 DQ3624
 DQ3624                         *CURRENT SURVEY CONTROL
 DQ3624  ______________________________________________________________________
 DQ3624* NAD 83(1986) POSITION- 36 03 42.9    (N) 092 55 07.2    (W)   HD_HELD2
 DQ3624* NAVD 88 ORTHO HEIGHT -   396.097 (meters)     1299.53  (feet) ADJUSTED
 DQ3624  ______________________________________________________________________
 DQ3624  GEOID HEIGHT    -        -28.331 (meters)                     GEOID18
 DQ3624  DYNAMIC HEIGHT  -        395.739 (meters)     1298.35  (feet) COMP
 DQ3624  MODELED GRAVITY -    979,716.8   (mgal)                       NAVD 88
 DQ3624
 DQ3624  VERT ORDER      -  SECOND    CLASS I
 DQ3624
 DQ3624.The horizontal coordinates were established by autonomous hand held GPS
 DQ3624.observations and have an estimated accuracy of +/- 10 meters.
 DQ3624
 DQ3624.The orthometric height was determined by differential leveling and
 DQ3624.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3624.in January 2017.
 DQ3624
 DQ3624.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3624.GEOID18 height accuracy estimate available here.
 DQ3624
 DQ3624.Click photographs - Photos may exist for this station.
 DQ3624
 DQ3624.The dynamic height is computed by dividing the NAVD 88
 DQ3624.geopotential number by the normal gravity value computed on the
 DQ3624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3624.degrees latitude (g = 980.6199 gals.).
 DQ3624
 DQ3624.The modeled gravity was interpolated from observed gravity values.
 DQ3624
 DQ3624;                    North         East    Units  Estimated Accuracy
 DQ3624;SPC AR N     -   192,162.      317,238.      MT  (+/- 10 meters HH2 GPS)
 DQ3624
 DQ3624_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV0732490819(NAD 83)
 DQ3624
 DQ3624                          SUPERSEDED SURVEY CONTROL
 DQ3624
 DQ3624.No superseded survey control is available for this station.
 DQ3624
 DQ3624_MARKER: DB = BENCH MARK DISK
 DQ3624_SETTING: 66 = SET IN ROCK OUTCROP
 DQ3624_STAMPING: H 348 2016
 DQ3624_MARK LOGO: ARHD
 DQ3624_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ3624_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DQ3624+STABILITY: POSITION/ELEVATION WELL
 DQ3624_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3624+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2016
 DQ3624
 DQ3624  HISTORY     - Date     Condition        Report By
 DQ3624  HISTORY     - 20160413 MONUMENTED       ARHD
 DQ3624
 DQ3624                          STATION DESCRIPTION
 DQ3624
 DQ3624'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 DQ3624'THE STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) WEST-NORTHWEST OF SAINT
 DQ3624'JOE, 6.5 MI (10.5 KM) SOUTH OF EVERTON AND 3.3 MI (5.3 KM) SOUTHEAST
 DQ3624'OF WESTERN GROVE.  OWNERSHIP--KIRT-YOUNGER.
 DQ3624'
 DQ3624'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 235,
 DQ3624'GO NORTH ON US HIGHWAY 65 FOR 3.4 MI (5.5 KM) TO THE STATION ON THE
 DQ3624'LEFT, IN THE TOP OF A 1X1 FT (0.3 M) ROCK.
 DQ3624'
 DQ3624'IT IS 138 FT (42.1 M) SOUTH OF HIGHWAY 65 CENTERLINE, 63 FT (19.2 M)
 DQ3624'SOUTHWEST OF THE SOUTH END OF HURRICANE RIVER CAVERNS SIGN, 48 FT
 DQ3624'(14.6 M) WEST OF CAVE ROAD CENTERLINE AND 19 FT (5.8 M) SOUTHEAST OF A
 DQ3624'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ6626 ***********************************************************************
 DQ6626  DESIGNATION -  H 351
 DQ6626  PID         -  DQ6626
 DQ6626  STATE/COUNTY-  AR/PIKE
 DQ6626  COUNTRY     -  US
 DQ6626  USGS QUAD   -  MURFREESBORO (2017)
 DQ6626
 DQ6626                         *CURRENT SURVEY CONTROL
 DQ6626  ______________________________________________________________________
 DQ6626* NAD 83(1986) POSITION- 34 03 17.46   (N) 093 42 19.26   (W)   HD_HELD1
 DQ6626* NAVD 88 ORTHO HEIGHT -   107.080 (meters)      351.31  (feet) ADJUSTED
 DQ6626  ______________________________________________________________________
 DQ6626  GEOID HEIGHT    -        -27.308 (meters)                     GEOID18
 DQ6626  DYNAMIC HEIGHT  -        106.972 (meters)      350.96  (feet) COMP
 DQ6626  MODELED GRAVITY -    979,627.2   (mgal)                       NAVD 88
 DQ6626
 DQ6626  VERT ORDER      -  SECOND    CLASS I
 DQ6626
 DQ6626.The horizontal coordinates were determined by differentially corrected
 DQ6626.hand held GPS observations or other comparable positioning techniques
 DQ6626.and have an estimated accuracy of +/- 3 meters.
 DQ6626
 DQ6626.The orthometric height was determined by differential leveling and
 DQ6626.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6626.in November 2017.
 DQ6626
 DQ6626.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6626.GEOID18 height accuracy estimate available here.
 DQ6626
 DQ6626.Click photographs - Photos may exist for this station.
 DQ6626
 DQ6626.The dynamic height is computed by dividing the NAVD 88
 DQ6626.geopotential number by the normal gravity value computed on the
 DQ6626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6626.degrees latitude (g = 980.6199 gals.).
 DQ6626
 DQ6626.The modeled gravity was interpolated from observed gravity values.
 DQ6626
 DQ6626;                    North         East    Units  Estimated Accuracy
 DQ6626;SPC AR S     -   555,277.7     242,573.0     MT  (+/- 3 meters HH1 GPS) 
 DQ6626
 DQ6626_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT3490368462(NAD 83)
 DQ6626
 DQ6626                          SUPERSEDED SURVEY CONTROL
 DQ6626
 DQ6626.No superseded survey control is available for this station.
 DQ6626
 DQ6626_MARKER: DB = BENCH MARK DISK
 DQ6626_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DQ6626_SP_SET: BRIDGE ABUTMENT
 DQ6626_STAMPING: H 351 2017
 DQ6626_MARK LOGO: ARHD
 DQ6626_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ6626_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ6626_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ6626+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2017
 DQ6626
 DQ6626  HISTORY     - Date     Condition        Report By
 DQ6626  HISTORY     - 20171016 MONUMENTED       ARHD
 DQ6626
 DQ6626                          STATION DESCRIPTION
 DQ6626
 DQ6626'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2017 (JDH)
 DQ6626'THE STATION IS LOCATED ABOUT 10.2 MI (16.4 KM) NORTH-NORTHWEST OF
 DQ6626'MCCASKILL, 7.1 MI (11.4 KM) EAST-SOUTHEAST OF NATHAN AND 1.0 MI (1.6
 DQ6626'KM) WEST-SOUTHWEST OF MURFREESBORO.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ6626'
 DQ6626'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 27 AND STATE HIGHWAY
 DQ6626'301, GO SOUTH ON HIGHWAY 27 FOR 0.95 MI (1.53 KM) TO THE STATION ON
 DQ6626'THE LEFT.
 DQ6626'
 DQ6626'IT IS 150 FT (45.7 M) NORTHWEST OF A COMBINATION POLE, 38 FT (11.6 M)
 DQ6626'NORTHWEST OF A FENCE CORNER AND 26 FT (7.9 M) EAST OF HIGHWAY 27
 DQ6626'CENTERLINE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ8676 ***********************************************************************
 DQ8676  DESIGNATION -  H 352
 DQ8676  PID         -  DQ8676
 DQ8676  STATE/COUNTY-  AR/DREW
 DQ8676  COUNTRY     -  US
 DQ8676  USGS QUAD   -  MCGEHEE NORTH (2017)
 DQ8676
 DQ8676                         *CURRENT SURVEY CONTROL
 DQ8676  ______________________________________________________________________
 DQ8676* NAD 83(1986) POSITION- 33 41 33.85   (N) 091 29 46.01   (W)   HD_HELD1
 DQ8676* NAVD 88 ORTHO HEIGHT -    46.755 (meters)      153.40  (feet) ADJUSTED
 DQ8676  ______________________________________________________________________
 DQ8676  GEOID HEIGHT    -        -26.044 (meters)                     GEOID18
 DQ8676  DYNAMIC HEIGHT  -         46.707 (meters)      153.24  (feet) COMP
 DQ8676  MODELED GRAVITY -    979,617.8   (mgal)                       NAVD 88
 DQ8676
 DQ8676  VERT ORDER      -  SECOND    CLASS I
 DQ8676
 DQ8676.The horizontal coordinates were determined by differentially corrected
 DQ8676.hand held GPS observations or other comparable positioning techniques
 DQ8676.and have an estimated accuracy of +/- 3 meters.
 DQ8676
 DQ8676.The orthometric height was determined by differential leveling and
 DQ8676.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8676.in July 2018.
 DQ8676
 DQ8676.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8676.GEOID18 height accuracy estimate available here.
 DQ8676
 DQ8676.Click photographs - Photos may exist for this station.
 DQ8676
 DQ8676.The dynamic height is computed by dividing the NAVD 88
 DQ8676.geopotential number by the normal gravity value computed on the
 DQ8676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8676.degrees latitude (g = 980.6199 gals.).
 DQ8676
 DQ8676.The modeled gravity was interpolated from observed gravity values.
 DQ8676
 DQ8676;                    North         East    Units  Estimated Accuracy
 DQ8676;SPC AR S     -   513,918.7     446,715.2     MT  (+/- 3 meters HH1 GPS) 
 DQ8676
 DQ8676_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT3938429102(NAD 83)
 DQ8676
 DQ8676                          SUPERSEDED SURVEY CONTROL
 DQ8676
 DQ8676.No superseded survey control is available for this station.
 DQ8676
 DQ8676_MARKER: DB = BENCH MARK DISK
 DQ8676_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DQ8676_SP_SET: WATER WELL
 DQ8676_STAMPING: H 352 2018
 DQ8676_MARK LOGO: ARHD
 DQ8676_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ8676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ8676+STABILITY: SURFACE MOTION
 DQ8676_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ8676+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2018
 DQ8676
 DQ8676  HISTORY     - Date     Condition        Report By
 DQ8676  HISTORY     - 20180110 MONUMENTED       ARHD
 DQ8676
 DQ8676                          STATION DESCRIPTION
 DQ8676
 DQ8676'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (JDH)
 DQ8676'THE STATION IS LOCATED ABOUT 7.1 MI (11.4 KM) NORTHWEST OF MCGEHEE,
 DQ8676'5.8 MI (9.3 KM) SOUTH-SOUTHWEST OF WINCHESTER AND 4.1 MI (6.6 KM) EAST
 DQ8676'OF SELMA.  OWNERSHIP--TILLAR FARMS.
 DQ8676'
 DQ8676'TO REACH FROM THE INTERSECTION OF US HIGHWAY 278 AND STATE HIGHWAY
 DQ8676'277, GO NORTH ON HIGHWAY 277 FOR 3.5 MI (5.6 KM) TO THE STATION ON THE
 DQ8676'RIGHT, IN THE CONCRETE BASE OF A WATER WELL.
 DQ8676'
 DQ8676'IT IS 91 FT (27.7 M) SOUTHWEST OF A POWER POLE, 79 FT (24.1 M) SOUTH
 DQ8676'OF HIGHWAY 277 CENTERLINE, 8 FT (2.4 M) WEST OF A METER POLE AND 6 FT
 DQ8676'(1.8 M) SOUTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ8702 ***********************************************************************
 DQ8702  DESIGNATION -  H 353
 DQ8702  PID         -  DQ8702
 DQ8702  STATE/COUNTY-  AR/DREW
 DQ8702  COUNTRY     -  US
 DQ8702  USGS QUAD   -  WINCHESTER (2017)
 DQ8702
 DQ8702                         *CURRENT SURVEY CONTROL
 DQ8702  ______________________________________________________________________
 DQ8702* NAD 83(1986) POSITION- 33 46 39.4    (N) 091 27 42.3    (W)   HD_HELD2
 DQ8702* NAVD 88 ORTHO HEIGHT -    46.427 (meters)      152.32  (feet) ADJUSTED
 DQ8702  ______________________________________________________________________
 DQ8702  GEOID HEIGHT    -        -26.084 (meters)                     GEOID18
 DQ8702  DYNAMIC HEIGHT  -         46.380 (meters)      152.17  (feet) COMP
 DQ8702  MODELED GRAVITY -    979,624.8   (mgal)                       NAVD 88
 DQ8702
 DQ8702  VERT ORDER      -  SECOND    CLASS I
 DQ8702
 DQ8702.The horizontal coordinates were established by autonomous hand held GPS
 DQ8702.observations and have an estimated accuracy of +/- 10 meters.
 DQ8702
 DQ8702.The orthometric height was determined by differential leveling and
 DQ8702.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8702.in July 2018.
 DQ8702
 DQ8702.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8702.GEOID18 height accuracy estimate available here.
 DQ8702
 DQ8702.Click photographs - Photos may exist for this station.
 DQ8702
 DQ8702.The dynamic height is computed by dividing the NAVD 88
 DQ8702.geopotential number by the normal gravity value computed on the
 DQ8702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8702.degrees latitude (g = 980.6199 gals.).
 DQ8702
 DQ8702.The modeled gravity was interpolated from observed gravity values.
 DQ8702
 DQ8702;                    North         East    Units  Estimated Accuracy
 DQ8702;SPC AR S     -   523,348.      449,852.      MT  (+/- 10 meters HH2 GPS)
 DQ8702
 DQ8702_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT4242938561(NAD 83)
 DQ8702
 DQ8702                          SUPERSEDED SURVEY CONTROL
 DQ8702
 DQ8702.No superseded survey control is available for this station.
 DQ8702
 DQ8702_MARKER: DB = BENCH MARK DISK
 DQ8702_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ8702_SP_SET: HEADWALL
 DQ8702_STAMPING: H 353 2018
 DQ8702_MARK LOGO: ARHD
 DQ8702_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ8702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ8702+STABILITY: SURFACE MOTION
 DQ8702_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ8702+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2018
 DQ8702
 DQ8702  HISTORY     - Date     Condition        Report By
 DQ8702  HISTORY     - 20180306 MONUMENTED       ARHD
 DQ8702
 DQ8702                          STATION DESCRIPTION
 DQ8702
 DQ8702'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (JDH)
 DQ8702'THE STATION IS LOCATED ABOUT 8.2 MI (13.2 KM) NORTHEAST OF SELMA, 7.7
 DQ8702'MI (12.4 KM) SOUTH-SOUTHEAST OF DUMAS AND 0.8 MI (1.3 KM)
 DQ8702'EAST-NORTHEAST OF WINCHESTER.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ8702'
 DQ8702'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 138,
 DQ8702'GO NORTH ON HIGHWAY 138 FOR 0.1 MI (0.2 KM) TO THE STATION ON THE
 DQ8702'RIGHT, IN THE CENTER OF THE SOUTH HEADWALL.
 DQ8702'
 DQ8702'IT IS 40 FT (12.2 M) NORTH OF A WOODLINE AND 36 FT (11.0 M) SOUTH OF
 DQ8702'HIGHWAY 138 CENTERLINE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR1111 ***********************************************************************
 DR1111  DESIGNATION -  H 354
 DR1111  PID         -  DR1111
 DR1111  STATE/COUNTY-  AR/CLARK
 DR1111  COUNTRY     -  US
 DR1111  USGS QUAD   -  ARKADELPHIA (2017)
 DR1111
 DR1111                         *CURRENT SURVEY CONTROL
 DR1111  ______________________________________________________________________
 DR1111* NAD 83(1986) POSITION- 34 03 35.2    (N) 093 05 57.8    (W)   HD_HELD2
 DR1111* NAVD 88 ORTHO HEIGHT -    82.143 (meters)      269.50  (feet) ADJUSTED
 DR1111  ______________________________________________________________________
 DR1111  GEOID HEIGHT    -        -26.804 (meters)                     GEOID18
 DR1111  DYNAMIC HEIGHT  -         82.060 (meters)      269.23  (feet) COMP
 DR1111  MODELED GRAVITY -    979,633.7   (mgal)                       NAVD 88
 DR1111
 DR1111  VERT ORDER      -  SECOND    CLASS I
 DR1111
 DR1111.The horizontal coordinates were established by autonomous hand held GPS
 DR1111.observations and have an estimated accuracy of +/- 10 meters.
 DR1111
 DR1111.The orthometric height was determined by differential leveling and
 DR1111.adjusted by the NATIONAL GEODETIC SURVEY
 DR1111.in February 2019.
 DR1111
 DR1111.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR1111.GEOID18 height accuracy estimate available here.
 DR1111
 DR1111.Click photographs - Photos may exist for this station.
 DR1111
 DR1111.The dynamic height is computed by dividing the NAVD 88
 DR1111.geopotential number by the normal gravity value computed on the
 DR1111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR1111.degrees latitude (g = 980.6199 gals.).
 DR1111
 DR1111.The modeled gravity was interpolated from observed gravity values.
 DR1111
 DR1111;                    North         East    Units  Estimated Accuracy
 DR1111;SPC AR S     -   555,058.      298,515.      MT  (+/- 10 meters HH2 GPS)
 DR1111
 DR1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT9082868788(NAD 83)
 DR1111
 DR1111                          SUPERSEDED SURVEY CONTROL
 DR1111
 DR1111.No superseded survey control is available for this station.
 DR1111
 DR1111_MARKER: DB = BENCH MARK DISK
 DR1111_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DR1111_SP_SET: HEADWALL
 DR1111_STAMPING: H 354 2018
 DR1111_MARK LOGO: ARHD
 DR1111_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR1111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR1111+STABILITY: SURFACE MOTION
 DR1111_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR1111+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2018
 DR1111
 DR1111  HISTORY     - Date     Condition        Report By
 DR1111  HISTORY     - 20181114 MONUMENTED       ARHD
 DR1111
 DR1111                          STATION DESCRIPTION
 DR1111
 DR1111'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (JDH)
 DR1111'THE STATION IS LOCATED ABOUT 8.4 MI (13.5 KM) SOUTH-SOUTHEAST OF DE
 DR1111'GRAY, 5.0 MI (8.0 KM) SOUTH-SOUTHWEST OF ARKADELPHIA AND 4.3 MI (6.9
 DR1111'KM) NORTH OF CURTIS.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR1111'
 DR1111'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 26 AND US HIGHWAY 67,
 DR1111'GO WEST ON HIGHWAY 26 FOR 0.05 MI (0.08 KM) TO THE STATION ON THE
 DR1111'LEFT, IN THE CENTER OF THE SOUTH HEADWALL.
 DR1111'
 DR1111'IT IS 47 FT (14.3 M) NORTH OF A WEB WIRE R/W FENCE AND 36 FT (11.0 M)
 DR1111'SOUTH OF HIGHWAY 26 CENTERLINE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR3449 ***********************************************************************
 DR3449  DESIGNATION -  H 355
 DR3449  PID         -  DR3449
 DR3449  STATE/COUNTY-  AR/MISSISSIPPI
 DR3449  COUNTRY     -  US
 DR3449  USGS QUAD   -  KEISER (2017)
 DR3449
 DR3449                         *CURRENT SURVEY CONTROL
 DR3449  ______________________________________________________________________
 DR3449* NAD 83(1986) POSITION- 35 44 04.3    (N) 090 02 07.6    (W)   HD_HELD2
 DR3449* NAVD 88 ORTHO HEIGHT -    69.614 (meters)      228.39  (feet) ADJUSTED
 DR3449  ______________________________________________________________________
 DR3449  GEOID HEIGHT    -        -27.762 (meters)                     GEOID18
 DR3449  DYNAMIC HEIGHT  -         69.554 (meters)      228.20  (feet) COMP
 DR3449  MODELED GRAVITY -    979,782.1   (mgal)                       NAVD 88
 DR3449
 DR3449  VERT ORDER      -  FIRST     CLASS II
 DR3449
 DR3449.The horizontal coordinates were established by autonomous hand held GPS
 DR3449.observations and have an estimated accuracy of +/- 10 meters.
 DR3449
 DR3449.The orthometric height was determined by differential leveling and
 DR3449.adjusted by the NATIONAL GEODETIC SURVEY
 DR3449.in June 2020.
 DR3449
 DR3449.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR3449.GEOID18 height accuracy estimate available here.
 DR3449
 DR3449.Click photographs - Photos may exist for this station.
 DR3449
 DR3449.The dynamic height is computed by dividing the NAVD 88
 DR3449.geopotential number by the normal gravity value computed on the
 DR3449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR3449.degrees latitude (g = 980.6199 gals.).
 DR3449
 DR3449.The modeled gravity was interpolated from observed gravity values.
 DR3449
 DR3449;                    North         East    Units  Estimated Accuracy
 DR3449;SPC AR N     -   157,224.      577,701.      MT  (+/- 10 meters HH2 GPS)
 DR3449
 DR3449_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6811958557(NAD 83)
 DR3449
 DR3449                          SUPERSEDED SURVEY CONTROL
 DR3449
 DR3449.No superseded survey control is available for this station.
 DR3449
 DR3449_MARKER: DB = BENCH MARK DISK
 DR3449_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DR3449_SP_SET: HEADWALL WING WALL
 DR3449_STAMPING: H 355 2019
 DR3449_MARK LOGO: ARHD
 DR3449_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR3449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR3449+STABILITY: SURFACE MOTION
 DR3449_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR3449+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2019
 DR3449
 DR3449  HISTORY     - Date     Condition        Report By
 DR3449  HISTORY     - 20190812 MONUMENTED       ARHD
 DR3449
 DR3449                          STATION DESCRIPTION
 DR3449
 DR3449'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2019 (JDH)
 DR3449'THE STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) WEST-SOUTHWEST OF
 DR3449'LUXORA, 5.5 MI (8.8 KM) NORTHEAST OF KEISER AND 4.2 MI (6.8 KM)
 DR3449'WEST-NORTHWEST OF OSCEOLA.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR3449'
 DR3449'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 119 AND STATE HIGHWAY
 DR3449'140, GO NORTH ON HIGHWAY 119 FOR 3.5 MI (5.6 KM) TO THE STATION ON THE
 DR3449'LEFT, IN THE CENTER OF THE WEST HEADWALL.
 DR3449'
 DR3449'IT IS 56 FT (17.1 M) NORTH OF A GRAVEL FIELD ROAD, 21 FT (6.4 M) WEST
 DR3449'OF HIGHWAY 119 CENTERLINE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR7089 ***********************************************************************
 DR7089  DESIGNATION -  H 356
 DR7089  PID         -  DR7089
 DR7089  STATE/COUNTY-  AR/CRITTENDEN
 DR7089  COUNTRY     -  US
 DR7089  USGS QUAD   -  WEST MEMPHIS (2017)
 DR7089
 DR7089                         *CURRENT SURVEY CONTROL
 DR7089  ______________________________________________________________________
 DR7089* NAD 83(1986) POSITION- 35 08 51.7    (N) 090 07 38.7    (W)   HD_HELD2
 DR7089* NAVD 88 ORTHO HEIGHT -    66.718 (meters)      218.89  (feet) ADJUSTED
 DR7089  ______________________________________________________________________
 DR7089  GEOID HEIGHT    -        -27.324 (meters)                     GEOID18
 DR7089  DYNAMIC HEIGHT  -         66.658 (meters)      218.69  (feet) COMP
 DR7089  MODELED GRAVITY -    979,731.5   (mgal)                       NAVD 88
 DR7089
 DR7089  VERT ORDER      -  SECOND    CLASS I
 DR7089
 DR7089.The horizontal coordinates were established by autonomous hand held GPS
 DR7089.observations and have an estimated accuracy of +/- 10 meters.
 DR7089
 DR7089.The orthometric height was determined by differential leveling and
 DR7089.adjusted by the NATIONAL GEODETIC SURVEY
 DR7089.in January 2022.
 DR7089
 DR7089.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7089.GEOID18 height accuracy estimate available here.
 DR7089
 DR7089.Click photographs - Photos may exist for this station.
 DR7089
 DR7089.The dynamic height is computed by dividing the NAVD 88
 DR7089.geopotential number by the normal gravity value computed on the
 DR7089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7089.degrees latitude (g = 980.6199 gals.).
 DR7089
 DR7089.The modeled gravity was interpolated from observed gravity values.
 DR7089
 DR7089;                    North         East    Units  Estimated Accuracy
 DR7089;SPC AR N     -    91,969.      570,621.      MT  (+/- 10 meters HH2 GPS)
 DR7089
 DR7089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6169393200(NAD 83)
 DR7089
 DR7089                          SUPERSEDED SURVEY CONTROL
 DR7089
 DR7089.No superseded survey control is available for this station.
 DR7089
 DR7089_MARKER: DB = BENCH MARK DISK
 DR7089_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DR7089+WITH SETTING: PAVEMENT
 DR7089_SP_SET: LIGHT POLE BASE
 DR7089_STAMPING: H 356 2021
 DR7089_MARK LOGO: ARHD
 DR7089_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR7089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR7089+STABILITY: SURFACE MOTION
 DR7089_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR7089+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2021
 DR7089
 DR7089  HISTORY     - Date     Condition        Report By
 DR7089  HISTORY     - 20210630 MONUMENTED       ARHD
 DR7089
 DR7089                          STATION DESCRIPTION
 DR7089
 DR7089'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2021 (JDH)
 DR7089'THE MARK IS LOCATED ABOUT 11.1 MI (17.9 KM) SOUTH-SOUTHEAST OF
 DR7089'JERICHO, 10.7 MI (17.2 KM) EAST-NORTHEAST OF EDMONDSON AND 3.2 MI (5.1
 DR7089'KM) EAST OF WEST MEMPHIS.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7089'
 DR7089'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 131 AND CITY STREET
 DR7089'PETRO STREET, GO SOUTH ALONG HIGHWAY 131 FOR 0.4 MI (0.6 KM) TO THE
 DR7089'STATION ON THE RIGHT, IN THE CONCRETE BASE OF A LIGHT POLE.
 DR7089'
 DR7089'IT IS 29 FT (8.8 M) SOUTH OF AN 18 INCH (46 CM) METAL PIPE, 27 FT (8.2
 DR7089'M) WEST OF HIGHWAY 131 CENTERLINE AND 13 FT (4.0 M) SOUTHEAST OF A
 DR7089'CHAIN LINK FENCE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR7310 ***********************************************************************
 DR7310  DESIGNATION -  H 357
 DR7310  PID         -  DR7310
 DR7310  STATE/COUNTY-  AR/FULTON
 DR7310  COUNTRY     -  US
 DR7310  USGS QUAD   -  STUART (2017)
 DR7310
 DR7310                         *CURRENT SURVEY CONTROL
 DR7310  ______________________________________________________________________
 DR7310* NAD 83(1986) POSITION- 36 15 19.7    (N) 091 34 25.2    (W)   HD_HELD2
 DR7310* NAVD 88 ORTHO HEIGHT -   185.746 (meters)      609.40  (feet) ADJUSTED
 DR7310  ______________________________________________________________________
 DR7310  GEOID HEIGHT    -        -28.270 (meters)                     GEOID18
 DR7310  DYNAMIC HEIGHT  -        185.588 (meters)      608.88  (feet) COMP
 DR7310  MODELED GRAVITY -    979,781.0   (mgal)                       NAVD 88
 DR7310
 DR7310  VERT ORDER      -  SECOND    CLASS I
 DR7310
 DR7310.The horizontal coordinates were established by autonomous hand held GPS
 DR7310.observations and have an estimated accuracy of +/- 10 meters.
 DR7310
 DR7310.The orthometric height was determined by differential leveling and
 DR7310.adjusted by the NATIONAL GEODETIC SURVEY
 DR7310.in January 2022.
 DR7310
 DR7310.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7310.GEOID18 height accuracy estimate available here.
 DR7310
 DR7310.Click photographs - Photos may exist for this station.
 DR7310
 DR7310.The dynamic height is computed by dividing the NAVD 88
 DR7310.geopotential number by the normal gravity value computed on the
 DR7310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7310.degrees latitude (g = 980.6199 gals.).
 DR7310
 DR7310.The modeled gravity was interpolated from observed gravity values.
 DR7310
 DR7310;                    North         East    Units  Estimated Accuracy
 DR7310;SPC AR N     -   213,336.      438,315.      MT  (+/- 10 meters HH2 GPS)
 DR7310
 DR7310_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA2814013228(NAD 83)
 DR7310
 DR7310                          SUPERSEDED SURVEY CONTROL
 DR7310
 DR7310.No superseded survey control is available for this station.
 DR7310
 DR7310_MARKER: DB = BENCH MARK DISK
 DR7310_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DR7310_SP_SET: HEADWALL
 DR7310_STAMPING: H 357 2021
 DR7310_MARK LOGO: ARHD
 DR7310_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR7310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR7310+STABILITY: SURFACE MOTION
 DR7310
 DR7310  HISTORY     - Date     Condition        Report By
 DR7310  HISTORY     - 20210901 MONUMENTED       ARHD
 DR7310
 DR7310                          STATION DESCRIPTION
 DR7310
 DR7310'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2021 (JDH)
 DR7310'THE MARK IS LOCATED ABOUT 6.6 MI (10.6 KM) SOUTHWEST OF HARDY, 3.1 MI
 DR7310'(5.0 KM) WEST OF STUART AND 2.9 MI (4.7 KM) NORTHEAST OF ASH FLAT.
 DR7310'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7310'
 DR7310'TO REACH FROM THE INTERSECTION OF US HIGHWAY 62/412 AND US HIGHWAY
 DR7310'167, GO EAST ALONG HIGHWAY 62/412 FOR 2.15 MI (3.46 KM) TO THE STATION
 DR7310'ON THE RIGHT, IN THE WEST END OF THE SOUTH HEADWALL.
 DR7310'
 DR7310'IT IS 174 FT (53.0 M) SOUTHWEST OF AN ASPHALT DRIVEWAY CENTERLINE AND
 DR7310'63 FT (19.2 M) SOUTH OF HIGHWAY 62/412 CENTERLINE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR7608 ***********************************************************************
 DR7608  DESIGNATION -  H 358
 DR7608  PID         -  DR7608
 DR7608  STATE/COUNTY-  AR/PRAIRIE
 DR7608  COUNTRY     -  US
 DR7608  USGS QUAD   -  HAZEN (2017)
 DR7608
 DR7608                         *CURRENT SURVEY CONTROL
 DR7608  ______________________________________________________________________
 DR7608* NAD 83(1986) POSITION- 34 46 48.1    (N) 091 35 14.8    (W)   HD_HELD2
 DR7608* NAVD 88 ORTHO HEIGHT -    68.083 (meters)      223.37  (feet) ADJUSTED
 DR7608  ______________________________________________________________________
 DR7608  GEOID HEIGHT    -        -26.940 (meters)                     GEOID18
 DR7608  DYNAMIC HEIGHT  -         68.019 (meters)      223.16  (feet) COMP
 DR7608  MODELED GRAVITY -    979,693.6   (mgal)                       NAVD 88
 DR7608
 DR7608  VERT ORDER      -  SECOND    CLASS I
 DR7608
 DR7608.The horizontal coordinates were established by autonomous hand held GPS
 DR7608.observations and have an estimated accuracy of +/- 10 meters.
 DR7608
 DR7608.The orthometric height was determined by differential leveling and
 DR7608.adjusted by the NATIONAL GEODETIC SURVEY
 DR7608.in June 2022.
 DR7608
 DR7608.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7608.GEOID18 height accuracy estimate available here.
 DR7608
 DR7608.Click photographs - Photos may exist for this station.
 DR7608
 DR7608.The dynamic height is computed by dividing the NAVD 88
 DR7608.geopotential number by the normal gravity value computed on the
 DR7608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7608.degrees latitude (g = 980.6199 gals.).
 DR7608
 DR7608.The modeled gravity was interpolated from observed gravity values.
 DR7608
 DR7608;                    North         East    Units  Estimated Accuracy
 DR7608;SPC AR S     -   634,482.      437,762.      MT  (+/- 10 meters HH2 GPS)
 DR7608
 DR7608_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU2924649558(NAD 83)
 DR7608
 DR7608                          SUPERSEDED SURVEY CONTROL
 DR7608
 DR7608.No superseded survey control is available for this station.
 DR7608
 DR7608_MARKER: DB = BENCH MARK DISK
 DR7608_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DR7608+WITH SETTING: PAVEMENT
 DR7608_SP_SET: FLAG POLE BASE
 DR7608_STAMPING: H 358 2021
 DR7608_MARK LOGO: ARHD
 DR7608_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR7608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR7608+STABILITY: SURFACE MOTION
 DR7608_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7608+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2021
 DR7608
 DR7608  HISTORY     - Date     Condition        Report By
 DR7608  HISTORY     - 20211123 MONUMENTED       ARHD
 DR7608
 DR7608                          STATION DESCRIPTION
 DR7608
 DR7608'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2021 (JDH)
 DR7608'THE MARK IS LOCATED ABOUT 9.1 MI (14.6 KM) NORTH OF SLOVAK, 9.0 MI
 DR7608'(14.5 KM) EAST OF CARLISLE AND IN THE TOWN OF HAZEN, AR.
 DR7608'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7608'
 DR7608'TO REACH FROM THE INTERSECTION OF US HIGHWAY 63 AND US HIGHWAY 70,
 DR7608'HEAD WEST ALONG HIGHWAY 70 FOR 1.10 MI (1.77 KM) TO THE STATION ON THE
 DR7608'LEFT, IN THE CONCRETE FLAG POLE BASE.
 DR7608'
 DR7608'IT IS 79 FT (24.1 M) NORTH OF THE NORTHWEST CORNER OF ARDOT METAL
 DR7608'BUILDING, 72 FT (21.9 M) NORTHWEST OF A 52 INCH (132 CM) OAK TREE AND
 DR7608'67 FT (20.4 M) SOUTHEAST OF ARHZ CORS STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR8573 ***********************************************************************
 DR8573  DESIGNATION -  H 359
 DR8573  PID         -  DR8573
 DR8573  STATE/COUNTY-  AR/FRANKLIN
 DR8573  COUNTRY     -  US
 DR8573  USGS QUAD   -  WATALULA (2017)
 DR8573
 DR8573                         *CURRENT SURVEY CONTROL
 DR8573  ______________________________________________________________________
 DR8573* NAD 83(1986) POSITION- 35 30 22.7    (N) 093 50 38.7    (W)   HD_HELD2
 DR8573* NAVD 88 ORTHO HEIGHT -   179.912 (meters)      590.26  (feet) ADJUSTED
 DR8573  ______________________________________________________________________
 DR8573  GEOID HEIGHT    -        -29.167 (meters)                     GEOID18
 DR8573  DYNAMIC HEIGHT  -        179.747 (meters)      589.72  (feet) COMP
 DR8573  MODELED GRAVITY -    979,713.1   (mgal)                       NAVD 88
 DR8573
 DR8573  VERT ORDER      -  SECOND    CLASS I
 DR8573
 DR8573.The horizontal coordinates were established by autonomous hand held GPS
 DR8573.observations and have an estimated accuracy of +/- 10 meters.
 DR8573
 DR8573.The orthometric height was determined by differential leveling and
 DR8573.adjusted by the NATIONAL GEODETIC SURVEY
 DR8573.in February 2023.
 DR8573
 DR8573.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8573.GEOID18 height accuracy estimate available here.
 DR8573
 DR8573.Click photographs - Photos may exist for this station.
 DR8573
 DR8573.The dynamic height is computed by dividing the NAVD 88
 DR8573.geopotential number by the normal gravity value computed on the
 DR8573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR8573.degrees latitude (g = 980.6199 gals.).
 DR8573
 DR8573.The modeled gravity was interpolated from observed gravity values.
 DR8573
 DR8573;                    North         East    Units  Estimated Accuracy
 DR8573;SPC AR N     -   131,698.      232,721.      MT  (+/- 10 meters HH2 GPS)
 DR8573
 DR8573_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV2345229520(NAD 83)
 DR8573
 DR8573                          SUPERSEDED SURVEY CONTROL
 DR8573
 DR8573.No superseded survey control is available for this station.
 DR8573
 DR8573_MARKER: DB = BENCH MARK DISK
 DR8573_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DR8573_SP_SET: RETAINING WALL
 DR8573_STAMPING: H 359 2022
 DR8573_MARK LOGO: ARHD
 DR8573_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR8573_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR8573_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR8573+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2022
 DR8573
 DR8573  HISTORY     - Date     Condition        Report By
 DR8573  HISTORY     - 20221102 MONUMENTED       ARHD
 DR8573
 DR8573                          STATION DESCRIPTION
 DR8573
 DR8573'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2022 (JDH)
 DR8573'THE MARK IS LOCATED ABOUT 5.0 MI (8.0 KM) SOUTHEAST OF CRAVENS, 4.7 MI
 DR8573'(7.6 KM) SOUTH-SOUTHWEST OF WATALULA AND 1.6 MI (2.6 KM) NORTHWEST OF
 DR8573'OZARK.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR8573'
 DR8573'TO REACH FROM THE INTERSECTION OF US HIGHWAY 64 AND STATE HIGHWAY 23
 DR8573'N, HEAD NORTH ALONG HIGHWAY 23 FOR 1.30 MI (2.09 KM) TO CITY STREET
 DR8573'COMMERCE ROAD.  TURN RIGHT AND GO EAST ALONG COMMERCE ROAD FOR 0.10 MI
 DR8573'(0.16 KM) TO THE STATION ON THE LEFT, IN A RETAINING WALL ON A POND
 DR8573'BANK.
 DR8573'
 DR8573'IT IS 52FT (15.8 M) EAST OF COMMERCE ROAD CENTERLINE, 33 FT (10.1 M)
 DR8573'EAST OF A CURD,32 FT (9.8 M) EAST OF A CATCH BASIN MAN HOLE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0344 ***********************************************************************
 GF0344  DESIGNATION -  H 36
 GF0344  PID         -  GF0344
 GF0344  STATE/COUNTY-  AR/BOONE
 GF0344  COUNTRY     -  US
 GF0344  USGS QUAD   -  HARRISON (2017)
 GF0344
 GF0344                         *CURRENT SURVEY CONTROL
 GF0344  ______________________________________________________________________
 GF0344* NAD 83(1986) POSITION- 36 13 51.51   (N) 093 06 25.92   (W)   HD_HELD1
 GF0344* NAVD 88 ORTHO HEIGHT -   323.130 (meters)     1060.14  (feet) ADJUSTED
 GF0344  ______________________________________________________________________
 GF0344  GEOID HEIGHT    -        -28.278 (meters)                     GEOID18
 GF0344  DYNAMIC HEIGHT  -        322.842 (meters)     1059.19  (feet) COMP
 GF0344  MODELED GRAVITY -    979,731.0   (mgal)                       NAVD 88
 GF0344
 GF0344  VERT ORDER      -  SECOND    CLASS 0
 GF0344
 GF0344.The horizontal coordinates were determined by differentially corrected
 GF0344.hand held GPS observations or other comparable positioning techniques
 GF0344.and have an estimated accuracy of +/- 3 meters.
 GF0344
 GF0344.The orthometric height was determined by differential leveling and
 GF0344.adjusted by the NATIONAL GEODETIC SURVEY
 GF0344.in June 1991.
 GF0344
 GF0344.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0344.GEOID18 height accuracy estimate available here.
 GF0344
 GF0344.Click photographs - Photos may exist for this station.
 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     -   211,093.9     300,464.8     MT  (+/- 3 meters HH1 GPS) 
 GF0344
 GF0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA9036609572(NAD 83)
 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
 GF0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0344.See file dsdata.pdf to determine how the superseded data were derived.
 GF0344
 GF0344_MARKER: DB = BENCH MARK DISK
 GF0344_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GF0344_STAMPING: H 36 1934 1059.699
 GF0344_MARK LOGO: CGS
 GF0344_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GF0344_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GF0344+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2013
 GF0344
 GF0344  HISTORY     - Date     Condition        Report By
 GF0344  HISTORY     - 1934     MONUMENTED       CGS
 GF0344  HISTORY     - 1965     GOOD             CGS
 GF0344  HISTORY     - 20111123 GOOD             GEOCAC
 GF0344  HISTORY     - 20130807 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 COAST AND GEODETIC SURVEY 1965
 GF0344'RECOVERED IN GOOD CONDITION.
 GF0344
 GF0344                          STATION RECOVERY (2011)
 GF0344
 GF0344'RECOVERY NOTE BY GEOCACHING 2011 (JA)
 GF0344'RECOVERED IN GOOD CONDITION.
 GF0344
 GF0344                          STATION RECOVERY (2013)
 GF0344
 GF0344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2013 (JBW)
 GF0344'MARK IS SET VERTICALLY, NOT GPS SUITABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR9508 ***********************************************************************
 DR9508  DESIGNATION -  H 360
 DR9508  PID         -  DR9508
 DR9508  STATE/COUNTY-  AR/FAULKNER
 DR9508  COUNTRY     -  US
 DR9508  USGS QUAD   -  HAMLET (2017)
 DR9508
 DR9508                         *CURRENT SURVEY CONTROL
 DR9508  ______________________________________________________________________
 DR9508* NAD 83(1986) POSITION- 35 05 14.7    (N) 092 21 49.1    (W)   HD_HELD2
 DR9508* NAVD 88 ORTHO HEIGHT -   101.211 (meters)      332.06  (feet) ADJUSTED
 DR9508  ______________________________________________________________________
 DR9508  GEOID HEIGHT    -        -27.827 (meters)                     GEOID18
 DR9508  DYNAMIC HEIGHT  -        101.116 (meters)      331.74  (feet) COMP
 DR9508  MODELED GRAVITY -    979,695.4   (mgal)                       NAVD 88
 DR9508
 DR9508  VERT ORDER      -  FIRST     CLASS II
 DR9508
 DR9508.The horizontal coordinates were established by autonomous hand held GPS
 DR9508.observations and have an estimated accuracy of +/- 10 meters.
 DR9508
 DR9508.The orthometric height was determined by differential leveling and
 DR9508.adjusted by the NATIONAL GEODETIC SURVEY
 DR9508.in January 2024.
 DR9508
 DR9508.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9508.GEOID18 height accuracy estimate available here.
 DR9508
 DR9508.Click photographs - Photos may exist for this station.
 DR9508
 DR9508.The dynamic height is computed by dividing the NAVD 88
 DR9508.geopotential number by the normal gravity value computed on the
 DR9508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9508.degrees latitude (g = 980.6199 gals.).
 DR9508
 DR9508.The modeled gravity was interpolated from observed gravity values.
 DR9508
 DR9508;                    North         East    Units  Estimated Accuracy
 DR9508;SPC AR N     -    83,721.      366,840.      MT  (+/- 10 meters HH2 GPS)
 DR9508
 DR9508_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5800782922(NAD 83)
 DR9508
 DR9508                          SUPERSEDED SURVEY CONTROL
 DR9508
 DR9508.No superseded survey control is available for this station.
 DR9508
 DR9508_MARKER: DB = BENCH MARK DISK
 DR9508_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR9508_SP_SET: SIDEWALK
 DR9508_STAMPING: H 360 2023
 DR9508_MARK LOGO: ARHD
 DR9508_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR9508_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR9508_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR9508+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2023
 DR9508
 DR9508  HISTORY     - Date     Condition        Report By
 DR9508  HISTORY     - 20230925 MONUMENTED       ARHD
 DR9508
 DR9508                          STATION DESCRIPTION
 DR9508
 DR9508'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2023 (JDH)
 DR9508'THE MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) SOUTHWEST OF HOLLAND, 4.4
 DR9508'MI (7.1 KM) EAST OF CONWAY AND 3.4 MI (5.5 KM) WEST OF HAMLET.
 DR9508'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR9508'
 DR9508'TO REACH FROM THE INTERSECTION OF US I-40 AND US HIGHWAY 64, HEAD EAST
 DR9508'ALONG HIGHWAY 64 FOR 3.35 MI (5.39 KM) TO THE STATION ON THE RIGHT, AN
 DR9508'ALUMINUM CAP SET IN THE SIDEWALK.
 DR9508'
 DR9508'IT IS 6 FT (1.8 M) WEST OF A WATER METER, 3 FT (0.9 M) SOUTHEAST OF
 DR9508'THE SOUTHWEST CORNER OF THE RESIDENT ENGINEER OFFICE AND 1 FT (0.3 M)
 DR9508'EAST OF A CHAIN LINK FENCE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DS1905 ***********************************************************************
 DS1905  DESIGNATION -  H 361
 DS1905  PID         -  DS1905
 DS1905  STATE/COUNTY-  AR/SCOTT
 DS1905  COUNTRY     -  US
 DS1905  USGS QUAD   -  WALDRON (2017)
 DS1905
 DS1905                         *CURRENT SURVEY CONTROL
 DS1905  ______________________________________________________________________
 DS1905* NAD 83(1986) POSITION- 34 53 04.4    (N) 094 05 07.0    (W)   HD_HELD2
 DS1905* NAVD 88 ORTHO HEIGHT -   228.377 (meters)      749.27  (feet) ADJUSTED
 DS1905  ______________________________________________________________________
 DS1905  GEOID HEIGHT    -        -30.632 (meters)                     GEOID18
 DS1905  DYNAMIC HEIGHT  -        228.140 (meters)      748.49  (feet) COMP
 DS1905  MODELED GRAVITY -    979,589.9   (mgal)                       NAVD 88
 DS1905
 DS1905  VERT ORDER      -  FIRST     CLASS II
 DS1905
 DS1905.The horizontal coordinates were established by autonomous hand held GPS
 DS1905.observations and have an estimated accuracy of +/- 10 meters.
 DS1905
 DS1905.The orthometric height was determined by differential leveling and
 DS1905.adjusted by the NATIONAL GEODETIC SURVEY
 DS1905.in August 2024.
 DS1905
 DS1905.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS1905.GEOID18 height accuracy estimate available here.
 DS1905
 DS1905.Click photographs - Photos may exist for this station.
 DS1905
 DS1905.The dynamic height is computed by dividing the NAVD 88
 DS1905.geopotential number by the normal gravity value computed on the
 DS1905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS1905.degrees latitude (g = 980.6199 gals.).
 DS1905
 DS1905.The modeled gravity was interpolated from observed gravity values.
 DS1905
 DS1905;                    North         East    Units  Estimated Accuracy
 DS1905;SPC AR N     -    63,173.      209,384.      MT  (+/- 10 meters HH2 GPS)
 DS1905
 DS1905_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU0082560778(NAD 83)
 DS1905
 DS1905                          SUPERSEDED SURVEY CONTROL
 DS1905
 DS1905.No superseded survey control is available for this station.
 DS1905
 DS1905_MARKER: DV = VERTICAL CONTROL DISK
 DS1905_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DS1905+WITH SETTING: PAVEMENT
 DS1905_SP_SET: ARP BASE
 DS1905_STAMPING: H 361 2024
 DS1905_MARK LOGO: ARHD
 DS1905_PROJECTION: FLUSH
 DS1905_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS1905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS1905+STABILITY: SURFACE MOTION
 DS1905_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DS1905+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2024
 DS1905
 DS1905  HISTORY     - Date     Condition        Report By
 DS1905  HISTORY     - 20240328 MONUMENTED       ARHD
 DS1905
 DS1905                          STATION DESCRIPTION
 DS1905
 DS1905'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (JDH)
 DS1905'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) NORTH-NORTHWEST OF BOLES,
 DS1905'6.6 MI (10.6 KM) SOUTHEAST OF HON AND 1.0 MI (1.6 KM) SOUTH-SOUTHEAST
 DS1905'OF WALDRON, OWNERSHIP--ROAD RIGHT-OF-WAY.
 DS1905'
 DS1905'TO REACH FROM THE INTERSECTION OF HIGHWAY 71B AND HIGHWAY 80, HEAD
 DS1905'SOUTH ON HIGHWAY 71B FOR 0.9 MI (1.4 KM) TO THE STATION ON THE RIGHT,
 DS1905'AT AN STATE HIGHWAY FACILITY, AN ALUMINUM CAP SET IN CONCRETE BASE OF
 DS1905'THE BASE ARP.
 DS1905'
 DS1905'IT IS 85 FT (25.9 M) NORTH OF THE SOUTHWEST CORNER OF BUILDING 4-63-01
 DS1905'IN RE OFFICE YARD AND 19 FT (5.8 M) NORTHEAST OF SW FENCE CORNER.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DS2192 ***********************************************************************
 DS2192  DESIGNATION -  H 362
 DS2192  PID         -  DS2192
 DS2192  STATE/COUNTY-  AR/MISSISSIPPI
 DS2192  COUNTRY     -  US
 DS2192  USGS QUAD   -  BLYTHEVILLE (2017)
 DS2192
 DS2192                         *CURRENT SURVEY CONTROL
 DS2192  ______________________________________________________________________
 DS2192* NAD 83(1986) POSITION- 35 57 12.8    (N) 089 57 22.9    (W)   HD_HELD2
 DS2192* NAVD 88 ORTHO HEIGHT -    76.496 (meters)      250.97  (feet) ADJUSTED
 DS2192  ______________________________________________________________________
 DS2192  GEOID HEIGHT    -        -28.163 (meters)                     GEOID18
 DS2192  DYNAMIC HEIGHT  -         76.432 (meters)      250.76  (feet) COMP
 DS2192  MODELED GRAVITY -    979,791.3   (mgal)                       NAVD 88
 DS2192
 DS2192  VERT ORDER      -  SECOND    CLASS I
 DS2192
 DS2192.The horizontal coordinates were established by autonomous hand held GPS
 DS2192.observations and have an estimated accuracy of +/- 10 meters.
 DS2192
 DS2192.The orthometric height was determined by differential leveling and
 DS2192.adjusted by the NATIONAL GEODETIC SURVEY
 DS2192.in September 2024.
 DS2192
 DS2192.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS2192.GEOID18 height accuracy estimate available here.
 DS2192
 DS2192.Click photographs - Photos may exist for this station.
 DS2192
 DS2192.The dynamic height is computed by dividing the NAVD 88
 DS2192.geopotential number by the normal gravity value computed on the
 DS2192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS2192.degrees latitude (g = 980.6199 gals.).
 DS2192
 DS2192.The modeled gravity was interpolated from observed gravity values.
 DS2192
 DS2192;                    North         East    Units  Estimated Accuracy
 DS2192;SPC AR N     -   181,666.      584,349.      MT  (+/- 10 meters HH2 GPS)
 DS2192
 DS2192_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3335782838(NAD 83)
 DS2192
 DS2192                          SUPERSEDED SURVEY CONTROL
 DS2192
 DS2192.No superseded survey control is available for this station.
 DS2192
 DS2192_MARKER: DV = VERTICAL CONTROL DISK
 DS2192_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DS2192_SP_SET: ABANDONED SIGN BASE
 DS2192_STAMPING: H 362 2024
 DS2192_MARK LOGO: ARHD
 DS2192_PROJECTION: FLUSH
 DS2192_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS2192_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS2192_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS2192+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2024
 DS2192
 DS2192  HISTORY     - Date     Condition        Report By
 DS2192  HISTORY     - 20240730 MONUMENTED       ARHD
 DS2192
 DS2192                          STATION DESCRIPTION
 DS2192
 DS2192'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (JDH)
 DS2192'THE MARK IS LOCATED ABOUT 8.3 MI (13.4 KM) NORTHEAST OF DELL, 4.3 MI
 DS2192'(6.9 KM) NORTHEAST OF HALF MOON AND 2.8 MI (4.5 KM) NORTHWEST OF
 DS2192'BLYTHEVILLE.
 DS2192'
 DS2192'TO REACH FROM THE INTERSECTION OF HIGHWAY 151 AND LOUISIANA AVENUE
 DS2192'HEAD NORTHWEST ON LOUISANA AVENUE FOR 0.7 MI (1.1 KM) TO ATLANTA ST
 DS2192'THEN HEAD NORTHEAST FOR 0.3 MI (0.5 KM) TO THE STATION ON YOUR RIGHT,
 DS2192'AN ALUMINUM CAP SET IN 3X3 CONCRETE PAD.
 DS2192'
 DS2192'IT IS 39 FT (11.9 M) SOUTHEAST OF CENTER OF ATLANTA ST, 28 FT (8.5 M)
 DS2192'SOUTHWEST OF CENTER OF NEW JERSEY ST AND 6 FT (1.8 M) EAST-SOUTHEAST
 DS2192'OF LIGHT/POWER POLE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DS2478 ***********************************************************************
 DS2478  DESIGNATION -  H 363
 DS2478  PID         -  DS2478
 DS2478  STATE/COUNTY-  AR/COLUMBIA
 DS2478  COUNTRY     -  US
 DS2478  USGS QUAD   -  MAGNOLIA (2017)
 DS2478
 DS2478                         *CURRENT SURVEY CONTROL
 DS2478  ______________________________________________________________________
 DS2478* NAD 83(1986) POSITION- 33 20 45.4    (N) 093 12 38.2    (W)   HD_HELD2
 DS2478* NAVD 88 ORTHO HEIGHT -    96.272 (meters)      315.85  (feet) ADJUSTED
 DS2478  ______________________________________________________________________
 DS2478  GEOID HEIGHT    -        -26.470 (meters)                     GEOID18
 DS2478  DYNAMIC HEIGHT  -         96.169 (meters)      315.51  (feet) COMP
 DS2478  MODELED GRAVITY -    979,568.5   (mgal)                       NAVD 88
 DS2478
 DS2478  VERT ORDER      -  SECOND    CLASS I
 DS2478
 DS2478.The horizontal coordinates were established by autonomous hand held GPS
 DS2478.observations and have an estimated accuracy of +/- 10 meters.
 DS2478
 DS2478.The orthometric height was determined by differential leveling and
 DS2478.adjusted by the NATIONAL GEODETIC SURVEY
 DS2478.in October 2024.
 DS2478
 DS2478.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS2478.GEOID18 height accuracy estimate available here.
 DS2478
 DS2478.Click photographs - Photos may exist for this station.
 DS2478
 DS2478.The dynamic height is computed by dividing the NAVD 88
 DS2478.geopotential number by the normal gravity value computed on the
 DS2478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS2478.degrees latitude (g = 980.6199 gals.).
 DS2478
 DS2478.The modeled gravity was interpolated from observed gravity values.
 DS2478
 DS2478;                    North         East    Units  Estimated Accuracy
 DS2478;SPC AR S     -   476,008.      287,312.      MT  (+/- 10 meters HH2 GPS)
 DS2478
 DS2478_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS8040289659(NAD 83)
 DS2478
 DS2478                          SUPERSEDED SURVEY CONTROL
 DS2478
 DS2478.No superseded survey control is available for this station.
 DS2478
 DS2478_MARKER: DB = BENCH MARK DISK
 DS2478_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DS2478_SP_SET: HEADWALL
 DS2478_STAMPING: H 363 2024
 DS2478_MARK LOGO: ARHD
 DS2478_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS2478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS2478+STABILITY: SURFACE MOTION
 DS2478_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DS2478+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2024
 DS2478
 DS2478  HISTORY     - Date     Condition        Report By
 DS2478  HISTORY     - 20240903 MONUMENTED       ARHD
 DS2478
 DS2478                          STATION DESCRIPTION
 DS2478
 DS2478'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (JDH)
 DS2478'THE MARK IS LOCATED ABOUT 5.7 MI (9.2 KM) NORTH-NORTHEAST OF MAGNOLIA,
 DS2478'5.6 MI (9.0 KM) SOUTHEAST OF LAMARTINE AND 4.9 MI (7.9 KM) EAST OF
 DS2478'WALDO.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DS2478'
 DS2478'TO REACH FROM THE INTERSECTION OF US HIGHWAY 79 AND STATE HIGHWAY 98,
 DS2478'HEAD WAEST ALONG HIGHWAY 98 FOR 0.50 MI (0.80 KM) TO MULERIDER TRAIL.
 DS2478'TURN RIGHT AND GO NORTH ALONG MULERIDER TRAIL FOR 0.10 MI (0.16 KM) TO
 DS2478'THE STATION ON THE RIGHT, AN ALUMINUM CAP SET IN THE EAST END OF THE
 DS2478'NORTH HEADWALL OF AN OLD BRIDGE THAT'S NOT THERE ANY MORE.
 DS2478'
 DS2478'IT IS 83 FT (25.3 M) EAST OF MULERIDER TRAIL CENTERLINE AND 51 FT
 DS2478'(15.5 M) SOUTH OF A TELEPHONE POLE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DS3560 ***********************************************************************
 DS3560  DESIGNATION -  H 364
 DS3560  PID         -  DS3560
 DS3560  STATE/COUNTY-  AR/MILLER
 DS3560  COUNTRY     -  US
 DS3560  USGS QUAD   -  MANDEVILLE (2017)
 DS3560
 DS3560                         *CURRENT SURVEY CONTROL
 DS3560  ______________________________________________________________________
 DS3560* NAD 83(1986) POSITION- 33 25 31.8    (N) 093 58 40.0    (W)   HD_HELD2
 DS3560* NAVD 88 ORTHO HEIGHT -   131.001 (meters)      429.79  (feet) ADJUSTED
 DS3560  ______________________________________________________________________
 DS3560  GEOID HEIGHT    -        -26.895 (meters)                     GEOID18
 DS3560  DYNAMIC HEIGHT  -        130.862 (meters)      429.34  (feet) COMP
 DS3560  MODELED GRAVITY -    979,570.4   (mgal)                       NAVD 88
 DS3560
 DS3560  VERT ORDER      -  FIRST     CLASS II
 DS3560
 DS3560.The horizontal coordinates were established by autonomous hand held GPS
 DS3560.observations and have an estimated accuracy of +/- 10 meters.
 DS3560
 DS3560.The orthometric height was determined by differential leveling and
 DS3560.adjusted by the NATIONAL GEODETIC SURVEY
 DS3560.in January 2026.
 DS3560
 DS3560.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3560.GEOID18 height accuracy estimate available here.
 DS3560
 DS3560.Click photographs - Photos may exist for this station.
 DS3560
 DS3560.The dynamic height is computed by dividing the NAVD 88
 DS3560.geopotential number by the normal gravity value computed on the
 DS3560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS3560.degrees latitude (g = 980.6199 gals.).
 DS3560
 DS3560.The modeled gravity was interpolated from observed gravity values.
 DS3560
 DS3560;                    North         East    Units  Estimated Accuracy
 DS3560;SPC AR S     -   485,942.      216,079.      MT  (+/- 10 meters HH2 GPS)
 DS3560
 DS3560_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS0909998886(NAD 83)
 DS3560
 DS3560                          SUPERSEDED SURVEY CONTROL
 DS3560
 DS3560.No superseded survey control is available for this station.
 DS3560
 DS3560_MARKER: DB = BENCH MARK DISK
 DS3560_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DS3560_SP_SET: WATER VALVE BASE
 DS3560_STAMPING: H 364 2025
 DS3560_MARK LOGO: ARHD
 DS3560_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS3560_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS3560_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DS3560+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2025
 DS3560
 DS3560  HISTORY     - Date     Condition        Report By
 DS3560  HISTORY     - 20250603 MONUMENTED       ARHD
 DS3560
 DS3560                          STATION DESCRIPTION
 DS3560
 DS3560'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2025 (JDH)
 DS3560'THE MARK IS LOCATED ABOUT 9.7 MI (15.6 KM) SOUTH-SOUTHWEST OF HOMAN,
 DS3560'4.0 MI (6.4 KM) SOUTH-SOUTHWEST OF MANDEVILLE AND 3.6 MI (5.8 KM)
 DS3560'EAST-SOUTHEAST OF TEXARKANA.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DS3560'
 DS3560'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 237 AND US HIGHWAY 82,
 DS3560'HEAD SOUTH ALONG HIGHWAY 237 FOR 0.32 MI (0.51 KM) TO THE STATION ON
 DS3560'THE LEFT, AN ALUMINUM CAP SET IN THE CONCRETE WATER VALVE BASE.
 DS3560'
 DS3560'IT IS 43 FT (13.1 M) EAST OF HIGHWAY 237 CENTERLINE, 9 FT (2.7 M)
 DS3560'NORTHEAST OF A FENCE CORNER AND 2 FT (0.6 M) EAST OF A FIRE HYDRANT.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DS3779 ***********************************************************************
 DS3779  DESIGNATION -  H 365
 DS3779  PID         -  DS3779
 DS3779  STATE/COUNTY-  AR/MADISON
 DS3779  COUNTRY     -  US
 DS3779  USGS QUAD   -  FORUM (2017)
 DS3779
 DS3779                         *CURRENT SURVEY CONTROL
 DS3779  ______________________________________________________________________
 DS3779* NAD 83(1986) POSITION- 36 10 39.5    (N) 093 41 33.1    (W)   HD_HELD2
 DS3779* NAVD 88 ORTHO HEIGHT -   468.230 (meters)     1536.18  (feet) ADJUSTED
 DS3779  ______________________________________________________________________
 DS3779  GEOID HEIGHT    -        -28.049 (meters)                     GEOID18
 DS3779  DYNAMIC HEIGHT  -        467.807 (meters)     1534.80  (feet) COMP
 DS3779  MODELED GRAVITY -    979,712.5   (mgal)                       NAVD 88
 DS3779
 DS3779  VERT ORDER      -  SECOND    CLASS I
 DS3779
 DS3779.The horizontal coordinates were established by autonomous hand held GPS
 DS3779.observations and have an estimated accuracy of +/- 10 meters.
 DS3779
 DS3779.The orthometric height was determined by differential leveling and
 DS3779.adjusted by the NATIONAL GEODETIC SURVEY
 DS3779.in January 2026.
 DS3779
 DS3779.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3779.GEOID18 height accuracy estimate available here.
 DS3779
 DS3779.Click photographs - Photos may exist for this station.
 DS3779
 DS3779.The dynamic height is computed by dividing the NAVD 88
 DS3779.geopotential number by the normal gravity value computed on the
 DS3779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS3779.degrees latitude (g = 980.6199 gals.).
 DS3779
 DS3779.The modeled gravity was interpolated from observed gravity values.
 DS3779
 DS3779;                    North         East    Units  Estimated Accuracy
 DS3779;SPC AR N     -   205,925.      247,748.      MT  (+/- 10 meters HH2 GPS)
 DS3779
 DS3779_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA3772303873(NAD 83)
 DS3779
 DS3779                          SUPERSEDED SURVEY CONTROL
 DS3779
 DS3779.No superseded survey control is available for this station.
 DS3779
 DS3779_MARKER: DB = BENCH MARK DISK
 DS3779_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DS3779_SP_SET: HEADWALL
 DS3779_STAMPING: H 365 2025
 DS3779_MARK LOGO: ARHD
 DS3779_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS3779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS3779+STABILITY: SURFACE MOTION
 DS3779
 DS3779  HISTORY     - Date     Condition        Report By
 DS3779  HISTORY     - 20250924 MONUMENTED       ARHD
 DS3779
 DS3779                          STATION DESCRIPTION
 DS3779
 DS3779'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2025 (JDH)
 DS3779'THE MARK IS LOCATED ABOUT 6.9 MI (11.1 KM) NORTH-NORTHEAST OF
 DS3779'HUNTSVILLE, 6.4 MI (10.3 KM) WEST-NORTHWEST OF MARBLE AND 1.3 MI (2.1
 DS3779'KM) EAST-SOUTHEAST OF FORUM.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DS3779'
 DS3779'TO REACH FROM THE INTERSECTION OF US HIGHWAY 412 AND STATE HIGHWAY
 DS3779'127, HEAD NORTH ALONG HIGHWAY 127 FOR 3.38 MI (5.44 KM) TO THE STATION
 DS3779'ON THE RIGHT, AN ALUMINUM CAP SET IN THE CENTER OF THE NORTHEAST
 DS3779'HEADWALL.
 DS3779'
 DS3779'IT IS 180 FT (54.9 M) SOUTH OF A GRAVEL DRIVEWAY CENTERLINE, 24 FT
 DS3779'(7.3 M) WEST OF FIELD GATE AND 18 FT (5.5 M) NORTHEAST OF HIGHWAY 127
 DS3779'CENTERLINE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0124 ***********************************************************************
 GF0124  DESIGNATION -  H 37
 GF0124  PID         -  GF0124
 GF0124  STATE/COUNTY-  AR/MARION
 GF0124  COUNTRY     -  US
 GF0124  USGS QUAD   -  PYATT (2017)
 GF0124
 GF0124                         *CURRENT SURVEY CONTROL
 GF0124  ______________________________________________________________________
 GF0124* NAD 83(1986) POSITION- 36 15 04.     (N) 092 50 36.     (W)   SCALED
 GF0124* NAVD 88 ORTHO HEIGHT -   227.392 (meters)      746.04  (feet) ADJUSTED
 GF0124  ______________________________________________________________________
 GF0124  GEOID HEIGHT    -        -28.417 (meters)                     GEOID18
 GF0124  DYNAMIC HEIGHT  -        227.191 (meters)      745.38  (feet) COMP
 GF0124  MODELED GRAVITY -    979,743.5   (mgal)                       NAVD 88
 GF0124
 GF0124  VERT ORDER      -  SECOND    CLASS 0
 GF0124
 GF0124.The horizontal coordinates were scaled from a map and have
 GF0124.an estimated accuracy of +/- 6 seconds.
 GF0124
 GF0124.The orthometric height was determined by differential leveling and
 GF0124.adjusted by the NATIONAL GEODETIC SURVEY
 GF0124.in June 1991.
 GF0124
 GF0124.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0124.GEOID18 height accuracy estimate available here.
 GF0124
 GF0124.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA140118(NAD 83)
 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
 GF0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0124.See file dsdata.pdf to determine how the superseded data were derived.
 GF0124
 GF0124_MARKER: DB = BENCH MARK DISK
 GF0124_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GF0124_STAMPING: H 37 1934
 GF0124_MARK LOGO: CGS
 GF0124_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0058 ***********************************************************************
 GF0058  DESIGNATION -  H 39
 GF0058  PID         -  GF0058
 GF0058  STATE/COUNTY-  AR/BAXTER
 GF0058  COUNTRY     -  US
 GF0058  USGS QUAD   -  NORFORK (2017)
 GF0058
 GF0058                         *CURRENT SURVEY CONTROL
 GF0058  ______________________________________________________________________
 GF0058* NAD 83(1986) POSITION- 36 09 49.     (N) 092 17 36.     (W)   SCALED
 GF0058* NAVD 88 ORTHO HEIGHT -   117.899 (meters)      386.81  (feet) ADJUSTED
 GF0058  ______________________________________________________________________
 GF0058  GEOID HEIGHT    -        -28.252 (meters)                     GEOID18
 GF0058  DYNAMIC HEIGHT  -        117.796 (meters)      386.47  (feet) COMP
 GF0058  MODELED GRAVITY -    979,763.1   (mgal)                       NAVD 88
 GF0058
 GF0058  VERT ORDER      -  SECOND    CLASS 0
 GF0058
 GF0058.The horizontal coordinates were scaled from a map and have
 GF0058.an estimated accuracy of +/- 6 seconds.
 GF0058
 GF0058.The orthometric height was determined by differential leveling and
 GF0058.adjusted by the NATIONAL GEODETIC SURVEY
 GF0058.in June 1991.
 GF0058
 GF0058.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0058.GEOID18 height accuracy estimate available here.
 GF0058
 GF0058.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA635023(NAD 83)
 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
 GF0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0058.See file dsdata.pdf to determine how the superseded data were derived.
 GF0058
 GF0058_MARKER: DB = BENCH MARK DISK
 GF0058_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GF0058_STAMPING: H 39 1934
 GF0058_MARK LOGO: CGS
 GF0058_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0058
 GF0058  HISTORY     - Date     Condition        Report By
 GF0058  HISTORY     - 1934     MONUMENTED       CGS
 GF0058  HISTORY     - 20100512 MARK NOT FOUND   ARHD
 GF0058  HISTORY     - 20100913 MARK NOT FOUND   ARHD
 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.
 GF0058
 GF0058                          STATION RECOVERY (2010)
 GF0058
 GF0058'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2010 (JDH)
 GF0058'MARK NOT FOUND.
 GF0058
 GF0058                          STATION RECOVERY (2010)
 GF0058
 GF0058'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2010 (VJB)
 GF0058'LANDMARKS GONE
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GE0587 ***********************************************************************
 GE0587  DESIGNATION -  H 40 RESET
 GE0587  PID         -  GE0587
 GE0587  STATE/COUNTY-  AR/FULTON
 GE0587  COUNTRY     -  US
 GE0587  USGS QUAD   -  AGNOS (2017)
 GE0587
 GE0587                         *CURRENT SURVEY CONTROL
 GE0587  ______________________________________________________________________
 GE0587* NAD 83(1986) POSITION- 36 17 09.     (N) 091 43 04.     (W)   SCALED
 GE0587* NAVD 88 ORTHO HEIGHT -   224.096 (meters)      735.22  (feet) ADJUSTED
 GE0587  ______________________________________________________________________
 GE0587  GEOID HEIGHT    -        -28.210 (meters)                     GEOID18
 GE0587  DYNAMIC HEIGHT  -        223.907 (meters)      734.60  (feet) COMP
 GE0587  MODELED GRAVITY -    979,781.9   (mgal)                       NAVD 88
 GE0587
 GE0587  VERT ORDER      -  SECOND    CLASS 0
 GE0587
 GE0587.The horizontal coordinates were scaled from a map and have
 GE0587.an estimated accuracy of +/- 6 seconds.
 GE0587
 GE0587.The orthometric height was determined by differential leveling and
 GE0587.adjusted by the NATIONAL GEODETIC SURVEY
 GE0587.in June 1991.
 GE0587
 GE0587.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0587.GEOID18 height accuracy estimate available here.
 GE0587
 GE0587.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA151164(NAD 83)
 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
 GE0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0587.See file dsdata.pdf to determine how the superseded data were derived.
 GE0587
 GE0587_MARKER: DB = BENCH MARK DISK
 GE0587_SETTING: 66 = SET IN ROCK OUTCROP
 GE0587_STAMPING: H 40 1934 RESET 1955
 GE0587_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0296 ***********************************************************************
 GE0296  DESIGNATION -  H 41
 GE0296  PID         -  GE0296
 GE0296  STATE/COUNTY-  AR/RANDOLPH
 GE0296  COUNTRY     -  US
 GE0296  USGS QUAD   -  POCAHONTAS (2017)
 GE0296
 GE0296                         *CURRENT SURVEY CONTROL
 GE0296  ______________________________________________________________________
 GE0296* NAD 83(1986) POSITION- 36 17 59.     (N) 090 58 09.     (W)   SCALED
 GE0296* NAVD 88 ORTHO HEIGHT -   112.758 (meters)      369.94  (feet) ADJUSTED
 GE0296  ______________________________________________________________________
 GE0296  GEOID HEIGHT    -        -28.355 (meters)                     GEOID18
 GE0296  DYNAMIC HEIGHT  -        112.667 (meters)      369.64  (feet) COMP
 GE0296  MODELED GRAVITY -    979,819.2   (mgal)                       NAVD 88
 GE0296
 GE0296  VERT ORDER      -  SECOND    CLASS 0
 GE0296
 GE0296.The horizontal coordinates were scaled from a map and have
 GE0296.an estimated accuracy of +/- 6 seconds.
 GE0296
 GE0296.The orthometric height was determined by differential leveling and
 GE0296.adjusted by the NATIONAL GEODETIC SURVEY
 GE0296.in June 1991.
 GE0296
 GE0296.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0296.GEOID18 height accuracy estimate available here.
 GE0296
 GE0296.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA823191(NAD 83)
 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
 GE0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0296.See file dsdata.pdf to determine how the superseded data were derived.
 GE0296
 GE0296_MARKER: DB = BENCH MARK DISK
 GE0296_SETTING: 66 = SET IN ROCK OUTCROP
 GE0296_STAMPING: H 41 1934
 GE0296_MARK LOGO: CGS
 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             CGS
 GE0296  HISTORY     - 20020913 GOOD             USACE
 GE0296
 GE0296                          STATION DESCRIPTION
 GE0296
 GE0296'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FF1546 ***********************************************************************
 FF1546  DESIGNATION -  H 42
 FF1546  PID         -  FF1546
 FF1546  STATE/COUNTY-  AR/CLEBURNE
 FF1546  COUNTRY     -  US
 FF1546  USGS QUAD   -  DRASCO (2017)
 FF1546
 FF1546                         *CURRENT SURVEY CONTROL
 FF1546  ______________________________________________________________________
 FF1546* NAD 83(1986) POSITION- 35 40 19.     (N) 091 53 38.     (W)   SCALED
 FF1546* NAVD 88 ORTHO HEIGHT -   327.703 (meters)     1075.14  (feet) ADJUSTED
 FF1546  ______________________________________________________________________
 FF1546  GEOID HEIGHT    -        -27.381 (meters)                     GEOID18
 FF1546  DYNAMIC HEIGHT  -        327.405 (meters)     1074.16  (feet) COMP
 FF1546  MODELED GRAVITY -    979,714.3   (mgal)                       NAVD 88
 FF1546
 FF1546  VERT ORDER      -  SECOND    CLASS 0
 FF1546
 FF1546.The horizontal coordinates were scaled from a map and have
 FF1546.an estimated accuracy of +/- 6 seconds.
 FF1546
 FF1546.The orthometric height was determined by differential leveling and
 FF1546.adjusted by the NATIONAL GEODETIC SURVEY
 FF1546.in June 1991.
 FF1546
 FF1546.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1546.GEOID18 height accuracy estimate available here.
 FF1546
 FF1546.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV001481(NAD 83)
 FF1546
 FF1546                          SUPERSEDED SURVEY CONTROL
 FF1546
 FF1546  NGVD 29 (11/26/84)  327.624  (m)         1074.88   (f) ADJUSTED    2 0
 FF1546
 FF1546.Superseded values are not recommended for survey control.
 FF1546
 FF1546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1546.See file dsdata.pdf to determine how the superseded data were derived.
 FF1546
 FF1546_MARKER: DB = BENCH MARK DISK
 FF1546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1546_STAMPING: H 42 1935
 FF1546_MARK LOGO: CGS
 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  HISTORY     - 20111107 MARK NOT FOUND   ARHD
 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.
 FF1546
 FF1546                          STATION RECOVERY (2011)
 FF1546
 FF1546'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (AMC)
 FF1546'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1135 ***********************************************************************
 FF1135  DESIGNATION -  H 43
 FF1135  PID         -  FF1135
 FF1135  STATE/COUNTY-  AR/INDEPENDENCE
 FF1135  COUNTRY     -  US
 FF1135  USGS QUAD   -  JACKSONPORT (2017)
 FF1135
 FF1135                         *CURRENT SURVEY CONTROL
 FF1135  ______________________________________________________________________
 FF1135* NAD 83(1986) POSITION- 35 40 15.     (N) 091 20 56.     (W)   SCALED
 FF1135* NAVD 88 ORTHO HEIGHT -    70.658 (meters)      231.82  (feet) ADJUSTED
 FF1135  ______________________________________________________________________
 FF1135  GEOID HEIGHT    -        -27.576 (meters)                     GEOID18
 FF1135  DYNAMIC HEIGHT  -         70.597 (meters)      231.62  (feet) COMP
 FF1135  MODELED GRAVITY -    979,773.5   (mgal)                       NAVD 88
 FF1135
 FF1135  VERT ORDER      -  SECOND    CLASS 0
 FF1135
 FF1135.The horizontal coordinates were scaled from a map and have
 FF1135.an estimated accuracy of +/- 6 seconds.
 FF1135
 FF1135.The orthometric height was determined by differential leveling and
 FF1135.adjusted by the NATIONAL GEODETIC SURVEY
 FF1135.in June 1991.
 FF1135
 FF1135.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1135.GEOID18 height accuracy estimate available here.
 FF1135
 FF1135.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV494486(NAD 83)
 FF1135
 FF1135                          SUPERSEDED SURVEY CONTROL
 FF1135
 FF1135  NGVD 29 (11/26/84)   70.588  (m)          231.59   (f) ADJUSTED    2 0
 FF1135
 FF1135.Superseded values are not recommended for survey control.
 FF1135
 FF1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1135.See file dsdata.pdf to determine how the superseded data were derived.
 FF1135
 FF1135_MARKER: DB = BENCH MARK DISK
 FF1135_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FF1135_SP_SET: BRIDGE
 FF1135_STAMPING: H 43 1935
 FF1135_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0939 ***********************************************************************
 FF0939  DESIGNATION -  H 44
 FF0939  PID         -  FF0939
 FF0939  STATE/COUNTY-  AR/LAWRENCE
 FF0939  COUNTRY     -  US
 FF0939  USGS QUAD   -  STRAWBERRY (2017)
 FF0939
 FF0939                         *CURRENT SURVEY CONTROL
 FF0939  ______________________________________________________________________
 FF0939* NAD 83(1986) POSITION- 35 57 55.     (N) 091 19 19.     (W)   SCALED
 FF0939* NAVD 88 ORTHO HEIGHT -    99.762 (meters)      327.30  (feet) ADJUSTED
 FF0939  ______________________________________________________________________
 FF0939  GEOID HEIGHT    -        -28.083 (meters)                     GEOID18
 FF0939  DYNAMIC HEIGHT  -         99.677 (meters)      327.02  (feet) COMP
 FF0939  MODELED GRAVITY -    979,778.8   (mgal)                       NAVD 88
 FF0939
 FF0939  VERT ORDER      -  SECOND    CLASS 0
 FF0939
 FF0939.The horizontal coordinates were scaled from a map and have
 FF0939.an estimated accuracy of +/- 6 seconds.
 FF0939
 FF0939.The orthometric height was determined by differential leveling and
 FF0939.adjusted by the NATIONAL GEODETIC SURVEY
 FF0939.in June 1991.
 FF0939
 FF0939.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0939.GEOID18 height accuracy estimate available here.
 FF0939
 FF0939.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV513813(NAD 83)
 FF0939
 FF0939                          SUPERSEDED SURVEY CONTROL
 FF0939
 FF0939  NGVD 29 (11/26/84)   99.672  (m)          327.01   (f) ADJUSTED    2 0
 FF0939
 FF0939.Superseded values are not recommended for survey control.
 FF0939
 FF0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0939.See file dsdata.pdf to determine how the superseded data were derived.
 FF0939
 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  HISTORY     - 20141203 MARK NOT FOUND   ARHD
 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.
 FF0939
 FF0939                          STATION RECOVERY (2014)
 FF0939
 FF0939'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (BAB)
 FF0939'NEWER BUILDING THERE NOW.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1279 ***********************************************************************
 FG1279  DESIGNATION -  H 46
 FG1279  PID         -  FG1279
 FG1279  STATE/COUNTY-  AR/LOGAN
 FG1279  COUNTRY     -  US
 FG1279  USGS QUAD   -  BLUE MOUNTAIN (2017)
 FG1279
 FG1279                         *CURRENT SURVEY CONTROL
 FG1279  ______________________________________________________________________
 FG1279* NAD 83(1986) POSITION- 35 07 46.91   (N) 093 42 41.25   (W)   HD_HELD1
 FG1279* NAVD 88 ORTHO HEIGHT -   154.218 (meters)      505.96  (feet) ADJUSTED
 FG1279  ______________________________________________________________________
 FG1279  GEOID HEIGHT    -        -29.916 (meters)                     GEOID18
 FG1279  DYNAMIC HEIGHT  -        154.065 (meters)      505.46  (feet) COMP
 FG1279  MODELED GRAVITY -    979,644.3   (mgal)                       NAVD 88
 FG1279
 FG1279  VERT ORDER      -  SECOND    CLASS I
 FG1279
 FG1279.The horizontal coordinates were determined by differentially corrected
 FG1279.hand held GPS observations or other comparable positioning techniques
 FG1279.and have an estimated accuracy of +/- 3 meters.
 FG1279
 FG1279.The orthometric height was determined by differential leveling and
 FG1279.adjusted by the NATIONAL GEODETIC SURVEY
 FG1279.in September 2023.
 FG1279
 FG1279.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1279.GEOID18 height accuracy estimate available here.
 FG1279
 FG1279.Click photographs - Photos may exist for this station.
 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     -    89,705.5     244,024.0     MT  (+/- 3 meters HH1 GPS) 
 FG1279
 FG1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU3518087657(NAD 83)
 FG1279
 FG1279                          SUPERSEDED SURVEY CONTROL
 FG1279
 FG1279  NAVD 88 (06/15/91)  154.207  (m)          505.93   (f) SUPERSEDED  2 0
 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
 FG1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1279.See file dsdata.pdf to determine how the superseded data were derived.
 FG1279
 FG1279_MARKER: DB = BENCH MARK DISK
 FG1279_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FG1279_SP_SET: CULVERT HEADWALL
 FG1279_STAMPING: H 46 1934
 FG1279_MARK LOGO: CGS
 FG1279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1279+STABILITY: SURFACE MOTION
 FG1279_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG1279+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2016
 FG1279
 FG1279  HISTORY     - Date     Condition        Report By
 FG1279  HISTORY     - 1934     MONUMENTED       CGS
 FG1279  HISTORY     - 20160307 GOOD             ARHD
 FG1279  HISTORY     - 20180815 MARK NOT FOUND   ARHD
 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.
 FG1279
 FG1279                          STATION RECOVERY (2016)
 FG1279
 FG1279'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (WDA)
 FG1279'RECOVERED IN GOOD CONDITION.
 FG1279
 FG1279                          STATION RECOVERY (2018)
 FG1279
 FG1279'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (BAB)
 FG1279'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0046 ***********************************************************************
 FG0046  DESIGNATION -  H 48
 FG0046  PID         -  FG0046
 FG0046  STATE/COUNTY-  AR/VAN BUREN
 FG0046  COUNTRY     -  US
 FG0046  USGS QUAD   -  SHIRLEY (2017)
 FG0046
 FG0046                         *CURRENT SURVEY CONTROL
 FG0046  ______________________________________________________________________
 FG0046* NAD 83(1986) POSITION- 35 38 01.     (N) 092 21 38.     (W)   SCALED
 FG0046* NAVD 88 ORTHO HEIGHT -   199.750 (meters)      655.35  (feet) ADJUSTED
 FG0046  ______________________________________________________________________
 FG0046  GEOID HEIGHT    -        -27.798 (meters)                     GEOID18
 FG0046  DYNAMIC HEIGHT  -        199.568 (meters)      654.75  (feet) COMP
 FG0046  MODELED GRAVITY -    979,719.1   (mgal)                       NAVD 88
 FG0046
 FG0046  VERT ORDER      -  SECOND    CLASS 0
 FG0046
 FG0046.The horizontal coordinates were scaled from a map and have
 FG0046.an estimated accuracy of +/- 6 seconds.
 FG0046
 FG0046.The orthometric height was determined by differential leveling and
 FG0046.adjusted by the NATIONAL GEODETIC SURVEY
 FG0046.in June 1991.
 FG0046
 FG0046.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0046.GEOID18 height accuracy estimate available here.
 FG0046
 FG0046.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV578435(NAD 83)
 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
 FG0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0046.See file dsdata.pdf to determine how the superseded data were derived.
 FG0046
 FG0046_MARKER: DB = BENCH MARK DISK
 FG0046_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0046_STAMPING: H 48 1934
 FG0046_MARK LOGO: CGS
 FG0046_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 DEPARTMENT OF TRANSPORTATION 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 = MARCH 20, 2026 22:17:28 EDT
 FG0351 ***********************************************************************
 FG0351  DESIGNATION -  H 49
 FG0351  PID         -  FG0351
 FG0351  STATE/COUNTY-  AR/CONWAY
 FG0351  COUNTRY     -  US
 FG0351  USGS QUAD   -  MORRILTON EAST (2017)
 FG0351
 FG0351                         *CURRENT SURVEY CONTROL
 FG0351  ______________________________________________________________________
 FG0351* NAD 83(1986) POSITION- 35 14 45.78   (N) 092 43 59.17   (W)   HD_HELD1
 FG0351* NAVD 88 ORTHO HEIGHT -   108.792 (meters)      356.93  (feet) ADJUSTED
 FG0351  ______________________________________________________________________
 FG0351  GEOID HEIGHT    -        -28.591 (meters)                     GEOID18
 FG0351  DYNAMIC HEIGHT  -        108.689 (meters)      356.59  (feet) COMP
 FG0351  MODELED GRAVITY -    979,691.8   (mgal)                       NAVD 88
 FG0351
 FG0351  VERT ORDER      -  SECOND    CLASS 0
 FG0351
 FG0351.The horizontal coordinates were determined by differentially corrected
 FG0351.hand held GPS observations or other comparable positioning techniques
 FG0351.and have an estimated accuracy of +/- 3 meters.
 FG0351
 FG0351.The orthometric height was determined by differential leveling and
 FG0351.adjusted by the NATIONAL GEODETIC SURVEY
 FG0351.in June 1991.
 FG0351
 FG0351.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0351.GEOID18 height accuracy estimate available here.
 FG0351
 FG0351.Click photographs - Photos may exist for this station.
 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     -   101,506.4     333,281.1     MT  (+/- 3 meters HH1 GPS) 
 FG0351
 FG0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV2428100362(NAD 83)
 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
 FG0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0351.See file dsdata.pdf to determine how the superseded data were derived.
 FG0351
 FG0351_MARKER: DB = BENCH MARK DISK
 FG0351_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0351_STAMPING: H 49 1934
 FG0351_MARK LOGO: CGS
 FG0351_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0351
 FG0351  HISTORY     - Date     Condition        Report By
 FG0351  HISTORY     - 1934     MONUMENTED       CGS
 FG0351  HISTORY     - 1959     GOOD             CGS
 FG0351  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG0351
 FG0351                          STATION DESCRIPTION
 FG0351
 FG0351'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FF0165 ***********************************************************************
 FF0165  DESIGNATION -  H 5
 FF0165  PID         -  FF0165
 FF0165  STATE/COUNTY-  AR/CRITTENDEN
 FF0165  COUNTRY     -  US
 FF0165  USGS QUAD   -  NORTHWEST MEMPHIS (2019)
 FF0165
 FF0165                         *CURRENT SURVEY CONTROL
 FF0165  ______________________________________________________________________
 FF0165* NAD 83(1986) POSITION- 35 08 53.     (N) 090 05 47.     (W)   SCALED
 FF0165* NAVD 88 ORTHO HEIGHT -    69.717 (meters)      228.73  (feet) ADJUSTED
 FF0165  ______________________________________________________________________
 FF0165  GEOID HEIGHT    -        -27.332 (meters)                     GEOID18
 FF0165  DYNAMIC HEIGHT  -         69.654 (meters)      228.52  (feet) COMP
 FF0165  MODELED GRAVITY -    979,730.4   (mgal)                       NAVD 88
 FF0165
 FF0165  VERT ORDER      -  FIRST     CLASS I
 FF0165
 FF0165.The horizontal coordinates were scaled from a map and have
 FF0165.an estimated accuracy of +/- 6 seconds.
 FF0165
 FF0165.The orthometric height was determined by differential leveling and
 FF0165.adjusted by the NATIONAL GEODETIC SURVEY
 FF0165.in June 1991.
 FF0165
 FF0165.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0165.GEOID18 height accuracy estimate available here.
 FF0165
 FF0165.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU645933(NAD 83)
 FF0165
 FF0165                          SUPERSEDED SURVEY CONTROL
 FF0165
 FF0165  NGVD 29 (11/26/84)   69.702  (m)          228.68   (f) ADJUSTED    1 1
 FF0165
 FF0165.Superseded values are not recommended for survey control.
 FF0165
 FF0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0165.See file dsdata.pdf to determine how the superseded data were derived.
 FF0165
 FF0165_MARKER: DB = BENCH MARK DISK
 FF0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0165_STAMPING: 229.147 H 5 1928
 FF0165_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FH0062 ***********************************************************************
 FH0062  DESIGNATION -  H 50
 FH0062  PID         -  FH0062
 FH0062  STATE/COUNTY-  AR/WASHINGTON
 FH0062  COUNTRY     -  US
 FH0062  USGS QUAD   -  LINCOLN (2017)
 FH0062
 FH0062                         *CURRENT SURVEY CONTROL
 FH0062  ______________________________________________________________________
 FH0062* NAD 83(1986) POSITION- 35 58 40.     (N) 094 23 30.     (W)   SCALED
 FH0062* NAVD 88 ORTHO HEIGHT -   415.417 (meters)     1362.91  (feet) ADJUSTED
 FH0062  ______________________________________________________________________
 FH0062  GEOID HEIGHT    -        -28.290 (meters)                     GEOID18
 FH0062  DYNAMIC HEIGHT  -        415.042 (meters)     1361.68  (feet) COMP
 FH0062  MODELED GRAVITY -    979,718.1   (mgal)                       NAVD 88
 FH0062
 FH0062  VERT ORDER      -  SECOND    CLASS 0
 FH0062
 FH0062.The horizontal coordinates were scaled from a map and have
 FH0062.an estimated accuracy of +/- 6 seconds.
 FH0062
 FH0062.The orthometric height was determined by differential leveling and
 FH0062.adjusted by the NATIONAL GEODETIC SURVEY
 FH0062.in June 1991.
 FH0062
 FH0062.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0062.GEOID18 height accuracy estimate available here.
 FH0062
 FH0062.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV745823(NAD 83)
 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
 FH0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0062.See file dsdata.pdf to determine how the superseded data were derived.
 FH0062
 FH0062_MARKER: DB = BENCH MARK DISK
 FH0062_SETTING: 66 = SET IN ROCK OUTCROP
 FH0062_STAMPING: H 50 1934
 FH0062_MARK LOGO: CGS
 FH0062_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FH0062+STABILITY: POSITION/ELEVATION WELL
 FH0062
 FH0062  HISTORY     - Date     Condition        Report By
 FH0062  HISTORY     - 1934     MONUMENTED       CGS
 FH0062  HISTORY     - 1961     MARK NOT FOUND   CGS
 FH0062
 FH0062                          STATION DESCRIPTION
 FH0062
 FH0062'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG1966 ***********************************************************************
 FG1966  DESIGNATION -  H 51 RESET
 FG1966  PID         -  FG1966
 FG1966  STATE/COUNTY-  AR/MADISON
 FG1966  COUNTRY     -  US
 FG1966  USGS QUAD   -  WITTER (2017)
 FG1966
 FG1966                         *CURRENT SURVEY CONTROL
 FG1966  ______________________________________________________________________
 FG1966* NAD 83(1986) POSITION- 35 59 42.5    (N) 093 42 10.0    (W)   HD_HELD2
 FG1966* NAVD 88 ORTHO HEIGHT -   418.52  (meters)     1373.1   (feet) RESET
 FG1966  ______________________________________________________________________
 FG1966  GEOID HEIGHT    -        -27.961 (meters)                     GEOID18
 FG1966  VERT ORDER      -  THIRD
 FG1966
 FG1966.The horizontal coordinates were established by autonomous hand held GPS
 FG1966.observations and have an estimated accuracy of +/- 10 meters.
 FG1966
 FG1966.The orthometric height was computed from unverified reset data.
 FG1966
 FG1966.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1966.GEOID18 height accuracy estimate available here.
 FG1966
 FG1966.Click photographs - Photos may exist for this station.
 FG1966
 FG1966;                    North         East    Units  Estimated Accuracy
 FG1966;SPC AR N     -   185,694.      246,475.      MT  (+/- 10 meters HH2 GPS)
 FG1966
 FG1966_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV3665583637(NAD 83)
 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
 FG1966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1966.See file dsdata.pdf to determine how the superseded data were derived.
 FG1966
 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 DEPARTMENT OF TRANSPORTATION 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 = MARCH 20, 2026 22:17:28 EDT
 FG0810 ***********************************************************************
 FG0810  DESIGNATION -  H 53
 FG0810  PID         -  FG0810
 FG0810  STATE/COUNTY-  AR/NEWTON
 FG0810  COUNTRY     -  US
 FG0810  USGS QUAD   -  BOSTON (2017)
 FG0810
 FG0810                         *CURRENT SURVEY CONTROL
 FG0810  ______________________________________________________________________
 FG0810* NAD 83(1986) POSITION- 35 47 07.     (N) 093 30 07.     (W)   SCALED
 FG0810* NAVD 88 ORTHO HEIGHT -   729.781 (meters)     2394.29  (feet) ADJUSTED
 FG0810  ______________________________________________________________________
 FG0810  GEOID HEIGHT    -        -28.030 (meters)                     GEOID18
 FG0810  DYNAMIC HEIGHT  -        729.066 (meters)     2391.94  (feet) COMP
 FG0810  MODELED GRAVITY -    979,628.3   (mgal)                       NAVD 88
 FG0810
 FG0810  VERT ORDER      -  SECOND    CLASS 0
 FG0810
 FG0810.The horizontal coordinates were scaled from a map and have
 FG0810.an estimated accuracy of +/- 6 seconds.
 FG0810
 FG0810.The orthometric height was determined by differential leveling and
 FG0810.adjusted by the NATIONAL GEODETIC SURVEY
 FG0810.in June 1991.
 FG0810
 FG0810.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0810.GEOID18 height accuracy estimate available here.
 FG0810
 FG0810.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV546602(NAD 83)
 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
 FG0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0810.See file dsdata.pdf to determine how the superseded data were derived.
 FG0810
 FG0810_MARKER: DB = BENCH MARK DISK
 FG0810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0810_STAMPING: H 53 1934
 FG0810_MARK LOGO: CGS
 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             CGS
 FG0810
 FG0810                          STATION DESCRIPTION
 FG0810
 FG0810'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG0811 ***********************************************************************
 FG0811  DESIGNATION -  H 53 RESET
 FG0811  PID         -  FG0811
 FG0811  STATE/COUNTY-  AR/NEWTON
 FG0811  COUNTRY     -  US
 FG0811  USGS QUAD   -  BOSTON (2017)
 FG0811
 FG0811                         *CURRENT SURVEY CONTROL
 FG0811  ______________________________________________________________________
 FG0811* NAD 83(1986) POSITION- 35 47 07.     (N) 093 30 07.     (W)   SCALED
 FG0811* NAVD 88 ORTHO HEIGHT -   730.64  (meters)     2397.1   (feet) RESET
 FG0811  ______________________________________________________________________
 FG0811  GEOID HEIGHT    -        -28.030 (meters)                     GEOID18
 FG0811  VERT ORDER      -  THIRD
 FG0811
 FG0811.The horizontal coordinates were scaled from a map and have
 FG0811.an estimated accuracy of +/- 6 seconds.
 FG0811
 FG0811.The orthometric height was computed from unverified reset data.
 FG0811
 FG0811.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0811.GEOID18 height accuracy estimate available here.
 FG0811
 FG0811.Click photographs - Photos may exist for this station.
 FG0811
 FG0811;                    North         East    Units  Estimated Accuracy
 FG0811;SPC AR N     -   162,120.      264,230.      MT  (+/- 180 meters Scaled)
 FG0811
 FG0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV546602(NAD 83)
 FG0811
 FG0811                          SUPERSEDED SURVEY CONTROL
 FG0811
 FG0811.No superseded survey control is available for this station.
 FG0811
 FG0811_MARKER: DB = BENCH MARK DISK
 FG0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0811_STAMPING: H 53 RESET 1963
 FG0811_MARK LOGO: CGS
 FG0811_PROJECTION: PROJECTING 8 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1223 ***********************************************************************
 EH1223  DESIGNATION -  H 55
 EH1223  PID         -  EH1223
 EH1223  STATE/COUNTY-  AR/MONROE
 EH1223  COUNTRY     -  US
 EH1223  USGS QUAD   -  DE VALLS BLUFF SE (2017)
 EH1223
 EH1223                         *CURRENT SURVEY CONTROL
 EH1223  ______________________________________________________________________
 EH1223* NAD 83(1986) POSITION- 34 46 52.     (N) 091 15 02.     (W)   SCALED
 EH1223* NAVD 88 ORTHO HEIGHT -    55.385 (meters)      181.71  (feet) ADJUSTED
 EH1223  ______________________________________________________________________
 EH1223  GEOID HEIGHT    -        -26.835 (meters)                     GEOID18
 EH1223  DYNAMIC HEIGHT  -         55.334 (meters)      181.54  (feet) COMP
 EH1223  MODELED GRAVITY -    979,704.9   (mgal)                       NAVD 88
 EH1223
 EH1223  VERT ORDER      -  SECOND    CLASS 0
 EH1223
 EH1223.The horizontal coordinates were scaled from a map and have
 EH1223.an estimated accuracy of +/- 6 seconds.
 EH1223
 EH1223.The orthometric height was determined by differential leveling and
 EH1223.adjusted by the NATIONAL GEODETIC SURVEY
 EH1223.in June 1991.
 EH1223
 EH1223.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1223.GEOID18 height accuracy estimate available here.
 EH1223
 EH1223.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU600501(NAD 83)
 EH1223
 EH1223                          SUPERSEDED SURVEY CONTROL
 EH1223
 EH1223  NGVD 29 (11/26/84)   55.347  (m)          181.58   (f) ADJUSTED    2 0
 EH1223
 EH1223.Superseded values are not recommended for survey control.
 EH1223
 EH1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1223.See file dsdata.pdf to determine how the superseded data were derived.
 EH1223
 EH1223_MARKER: DB = BENCH MARK DISK
 EH1223_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EH1223_STAMPING: H 55 1935
 EH1223_MARK LOGO: CGS
 EH1223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH0639 ***********************************************************************
 EH0639  DESIGNATION -  H 56
 EH0639  PID         -  EH0639
 EH0639  STATE/COUNTY-  AR/PHILLIPS
 EH0639  COUNTRY     -  US
 EH0639  USGS QUAD   -  WATKINS CORNER (2017)
 EH0639
 EH0639                         *CURRENT SURVEY CONTROL
 EH0639  ______________________________________________________________________
 EH0639* NAD 83(1986) POSITION- 34 28 06.     (N) 090 58 25.     (W)   SCALED
 EH0639* NAVD 88 ORTHO HEIGHT -    52.895 (meters)      173.54  (feet) ADJUSTED
 EH0639  ______________________________________________________________________
 EH0639  GEOID HEIGHT    -        -26.906 (meters)                     GEOID18
 EH0639  DYNAMIC HEIGHT  -         52.844 (meters)      173.37  (feet) COMP
 EH0639  MODELED GRAVITY -    979,667.8   (mgal)                       NAVD 88
 EH0639
 EH0639  VERT ORDER      -  SECOND    CLASS 0
 EH0639
 EH0639.The horizontal coordinates were scaled from a map and have
 EH0639.an estimated accuracy of +/- 6 seconds.
 EH0639
 EH0639.The orthometric height was determined by differential leveling and
 EH0639.adjusted by the NATIONAL GEODETIC SURVEY
 EH0639.in August 1993.
 EH0639
 EH0639.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0639.GEOID18 height accuracy estimate available here.
 EH0639
 EH0639.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU861159(NAD 83)
 EH0639
 EH0639                          SUPERSEDED SURVEY CONTROL
 EH0639
 EH0639  NAVD 88 (06/15/91)   52.888  (m)          173.52   (f) SUPERSEDED  2 0
 EH0639  NGVD 29 (11/26/84)   52.926  (m)          173.64   (f) ADJUSTED    2 0
 EH0639
 EH0639.Superseded values are not recommended for survey control.
 EH0639
 EH0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0639.See file dsdata.pdf to determine how the superseded data were derived.
 EH0639
 EH0639_MARKER: DB = BENCH MARK DISK
 EH0639_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EH0639_STAMPING: H 56 1935
 EH0639_MARK LOGO: CGS
 EH0639_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1356 ***********************************************************************
 EH1356  DESIGNATION -  H 57
 EH1356  PID         -  EH1356
 EH1356  STATE/COUNTY-  AR/ARKANSAS
 EH1356  COUNTRY     -  US
 EH1356  USGS QUAD   -  DE WITT SW (2017)
 EH1356
 EH1356                         *CURRENT SURVEY CONTROL
 EH1356  ______________________________________________________________________
 EH1356* NAD 83(1986) POSITION- 34 20 47.     (N) 091 24 36.     (W)   SCALED
 EH1356* NAVD 88 ORTHO HEIGHT -    61.144 (meters)      200.60  (feet) ADJUSTED
 EH1356  ______________________________________________________________________
 EH1356  GEOID HEIGHT    -        -26.438 (meters)                     GEOID18
 EH1356  DYNAMIC HEIGHT  -         61.084 (meters)      200.41  (feet) COMP
 EH1356  MODELED GRAVITY -    979,669.7   (mgal)                       NAVD 88
 EH1356
 EH1356  VERT ORDER      -  FIRST     CLASS II
 EH1356
 EH1356.The horizontal coordinates were scaled from a map and have
 EH1356.an estimated accuracy of +/- 6 seconds.
 EH1356
 EH1356.The orthometric height was determined by differential leveling and
 EH1356.adjusted by the NATIONAL GEODETIC SURVEY
 EH1356.in August 1993.
 EH1356
 EH1356.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1356.GEOID18 height accuracy estimate available here.
 EH1356
 EH1356.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU462017(NAD 83)
 EH1356
 EH1356                          SUPERSEDED SURVEY CONTROL
 EH1356
 EH1356  NAVD 88 (06/15/91)   61.203  (m)          200.80   (f) SUPERSEDED  1 2
 EH1356  NGVD 29 (11/26/84)   61.211  (m)          200.82   (f) ADJUSTED    1 2
 EH1356
 EH1356.Superseded values are not recommended for survey control.
 EH1356
 EH1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1356.See file dsdata.pdf to determine how the superseded data were derived.
 EH1356
 EH1356_MARKER: DB = BENCH MARK DISK
 EH1356_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EH1356_STAMPING: H 57 1935
 EH1356_MARK LOGO: CGS
 EH1356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EK0033 ***********************************************************************
 EK0033  DESIGNATION -  H 58
 EK0033  PID         -  EK0033
 EK0033  STATE/COUNTY-  AR/POLK
 EK0033  COUNTRY     -  US
 EK0033  USGS QUAD   -  ACORN (2017)
 EK0033
 EK0033                         *CURRENT SURVEY CONTROL
 EK0033  ______________________________________________________________________
 EK0033* NAD 83(1986) POSITION- 34 39 16.38   (N) 094 14 11.09   (W)   HD_HELD1
 EK0033* NAVD 88 ORTHO HEIGHT -   367.493 (meters)     1205.68  (feet) ADJUSTED
 EK0033  ______________________________________________________________________
 EK0033  GEOID HEIGHT    -        -30.378 (meters)                     GEOID18
 EK0033  DYNAMIC HEIGHT  -        367.093 (meters)     1204.37  (feet) COMP
 EK0033  MODELED GRAVITY -    979,537.9   (mgal)                       NAVD 88
 EK0033
 EK0033  VERT ORDER      -  FIRST     CLASS II
 EK0033
 EK0033.The horizontal coordinates were determined by differentially corrected
 EK0033.hand held GPS observations or other comparable positioning techniques
 EK0033.and have an estimated accuracy of +/- 3 meters.
 EK0033
 EK0033.The orthometric height was determined by differential leveling and
 EK0033.adjusted by the NATIONAL GEODETIC SURVEY
 EK0033.in June 1991.
 EK0033
 EK0033.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0033.GEOID18 height accuracy estimate available here.
 EK0033
 EK0033.Click photographs - Photos may exist for this station.
 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     -   622,725.6     195,008.6     MT  (+/- 3 meters HH1 GPS) 
 EK0033
 EK0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU8669935430(NAD 83)
 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
 EK0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0033.See file dsdata.pdf to determine how the superseded data were derived.
 EK0033
 EK0033_MARKER: DB = BENCH MARK DISK
 EK0033_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EK0033_SP_SET: CULVERT HEADWALL
 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             CGS
 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  HISTORY     - 20070621 GOOD             ARHD
 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 COAST AND 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.
 EK0033
 EK0033                          STATION RECOVERY (2007)
 EK0033
 EK0033'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2007 (WDA)
 EK0033'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1314 ***********************************************************************
 EJ1314  DESIGNATION -  H 59
 EJ1314  PID         -  EJ1314
 EJ1314  STATE/COUNTY-  AR/GARLAND
 EJ1314  COUNTRY     -  US
 EJ1314  USGS QUAD   -  PEARCY (2017)
 EJ1314
 EJ1314                         *CURRENT SURVEY CONTROL
 EJ1314  ______________________________________________________________________
 EJ1314* NAD 83(1986) POSITION- 34 24 53.     (N) 093 19 29.     (W)   SCALED
 EJ1314* NAVD 88 ORTHO HEIGHT -   190.722 (meters)      625.73  (feet) ADJUSTED
 EJ1314  ______________________________________________________________________
 EJ1314  GEOID HEIGHT    -        -27.608 (meters)                     GEOID18
 EJ1314  DYNAMIC HEIGHT  -        190.530 (meters)      625.10  (feet) COMP
 EJ1314  MODELED GRAVITY -    979,628.1   (mgal)                       NAVD 88
 EJ1314
 EJ1314  VERT ORDER      -  SECOND    CLASS 0
 EJ1314
 EJ1314.The horizontal coordinates were scaled from a map and have
 EJ1314.an estimated accuracy of +/- 6 seconds.
 EJ1314
 EJ1314.The orthometric height was determined by differential leveling and
 EJ1314.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1314.in June 1991.
 EJ1314
 EJ1314.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1314.GEOID18 height accuracy estimate available here.
 EJ1314
 EJ1314.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU701081(NAD 83)
 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
 EJ1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1314.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1314
 EJ1314_MARKER: DB = BENCH MARK DISK
 EJ1314_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ1314_STAMPING: H 59 1934
 EJ1314_MARK LOGO: CGS
 EJ1314_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0322 ***********************************************************************
 GF0322  DESIGNATION -  H 6
 GF0322  PID         -  GF0322
 GF0322  STATE/COUNTY-  AR/BOONE
 GF0322  COUNTRY     -  US
 GF0322  USGS QUAD   -  HARRISON (2017)
 GF0322
 GF0322                         *CURRENT SURVEY CONTROL
 GF0322  ______________________________________________________________________
 GF0322* NAD 83(1986) POSITION- 36 11 40.     (N) 093 00 37.     (W)   SCALED
 GF0322* NAVD 88 ORTHO HEIGHT -   337.337 (meters)     1106.75  (feet) ADJUSTED
 GF0322  ______________________________________________________________________
 GF0322  GEOID HEIGHT    -        -28.297 (meters)                     GEOID18
 GF0322  DYNAMIC HEIGHT  -        337.037 (meters)     1105.76  (feet) COMP
 GF0322  MODELED GRAVITY -    979,731.9   (mgal)                       NAVD 88
 GF0322
 GF0322  VERT ORDER      -  FIRST     CLASS II
 GF0322
 GF0322.The horizontal coordinates were scaled from a map and have
 GF0322.an estimated accuracy of +/- 6 seconds.
 GF0322
 GF0322.The orthometric height was determined by differential leveling and
 GF0322.adjusted by the NATIONAL GEODETIC SURVEY
 GF0322.in June 1991.
 GF0322
 GF0322.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0322.GEOID18 height accuracy estimate available here.
 GF0322
 GF0322.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA990055(NAD 83)
 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
 GF0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0322.See file dsdata.pdf to determine how the superseded data were derived.
 GF0322
 GF0322_MARKER: DB = BENCH MARK DISK
 GF0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0322_STAMPING: H 6 1931
 GF0322_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EK0154 ***********************************************************************
 EK0154  DESIGNATION -  H 60
 EK0154  PID         -  EK0154
 EK0154  STATE/COUNTY-  AR/HOWARD
 EK0154  COUNTRY     -  US
 EK0154  USGS QUAD   -  DIERKS (2017)
 EK0154
 EK0154                         *CURRENT SURVEY CONTROL
 EK0154  ______________________________________________________________________
 EK0154* NAD 83(1986) POSITION- 34 07 18.28   (N) 094 01 06.09   (W)   HD_HELD1
 EK0154* NAVD 88 ORTHO HEIGHT -   150.140 (meters)      492.58  (feet) ADJUSTED
 EK0154  ______________________________________________________________________
 EK0154  GEOID HEIGHT    -        -27.781 (meters)                     GEOID18
 EK0154  DYNAMIC HEIGHT  -        149.987 (meters)      492.08  (feet) COMP
 EK0154  MODELED GRAVITY -    979,617.5   (mgal)                       NAVD 88
 EK0154
 EK0154  VERT ORDER      -  SECOND    CLASS 0
 EK0154
 EK0154.The horizontal coordinates were determined by differentially corrected
 EK0154.hand held GPS observations or other comparable positioning techniques
 EK0154.and have an estimated accuracy of +/- 3 meters.
 EK0154
 EK0154.The orthometric height was determined by differential leveling and
 EK0154.adjusted by the NATIONAL GEODETIC SURVEY
 EK0154.in June 1991.
 EK0154
 EK0154.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0154.GEOID18 height accuracy estimate available here.
 EK0154
 EK0154.Click photographs - Photos may exist for this station.
 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     -   563,221.4     213,827.9     MT  (+/- 3 meters HH1 GPS) 
 EK0154
 EK0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT0608976123(NAD 83)
 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
 EK0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0154.See file dsdata.pdf to determine how the superseded data were derived.
 EK0154
 EK0154_MARKER: DB = BENCH MARK DISK
 EK0154_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EK0154_SP_SET: BUILDING
 EK0154_STAMPING: H 60 1934
 EK0154_MARK LOGO: CGS
 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   CGS
 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 COAST AND GEODETIC SURVEY 1962
 EK0154'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1325 ***********************************************************************
 EJ1325  DESIGNATION -  H 61
 EJ1325  PID         -  EJ1325
 EJ1325  STATE/COUNTY-  AR/PIKE
 EJ1325  COUNTRY     -  US
 EJ1325  USGS QUAD   -  MURFREESBORO (2017)
 EJ1325
 EJ1325                         *CURRENT SURVEY CONTROL
 EJ1325  ______________________________________________________________________
 EJ1325* NAD 83(1986) POSITION- 34 04 14.     (N) 093 40 48.     (W)   SCALED
 EJ1325* NAVD 88 ORTHO HEIGHT -   110.911 (meters)      363.88  (feet) ADJUSTED
 EJ1325  ______________________________________________________________________
 EJ1325  GEOID HEIGHT    -        -27.311 (meters)                     GEOID18
 EJ1325  DYNAMIC HEIGHT  -        110.799 (meters)      363.51  (feet) COMP
 EJ1325  MODELED GRAVITY -    979,624.5   (mgal)                       NAVD 88
 EJ1325
 EJ1325  VERT ORDER      -  SECOND    CLASS 0
 EJ1325
 EJ1325.The horizontal coordinates were scaled from a map and have
 EJ1325.an estimated accuracy of +/- 6 seconds.
 EJ1325
 EJ1325.The orthometric height was determined by differential leveling and
 EJ1325.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1325.in June 1991.
 EJ1325
 EJ1325.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1325.GEOID18 height accuracy estimate available here.
 EJ1325
 EJ1325.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT372701(NAD 83)
 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
 EJ1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1325.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1325
 EJ1325_MARKER: DB = BENCH MARK DISK
 EJ1325_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ1325_STAMPING: H 61 1934
 EJ1325_MARK LOGO: CGS
 EJ1325_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1325
 EJ1325  HISTORY     - Date     Condition        Report By
 EJ1325  HISTORY     - 1934     MONUMENTED       CGS
 EJ1325  HISTORY     - 1962     MARK NOT FOUND   CGS
 EJ1325
 EJ1325                          STATION DESCRIPTION
 EJ1325
 EJ1325'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DL1018 ***********************************************************************
 DL1018  DESIGNATION -  H 62
 DL1018  PID         -  DL1018
 DL1018  STATE/COUNTY-  AR/HEMPSTEAD
 DL1018  COUNTRY     -  US
 DL1018  USGS QUAD   -  WASHINGTON (2017)
 DL1018
 DL1018                         *CURRENT SURVEY CONTROL
 DL1018  ______________________________________________________________________
 DL1018* NAD 83(1986) POSITION- 33 51 33.     (N) 093 43 52.     (W)   SCALED
 DL1018* NAVD 88 ORTHO HEIGHT -   103.465 (meters)      339.45  (feet) ADJUSTED
 DL1018  ______________________________________________________________________
 DL1018  GEOID HEIGHT    -        -27.089 (meters)                     GEOID18
 DL1018  DYNAMIC HEIGHT  -        103.359 (meters)      339.10  (feet) COMP
 DL1018  MODELED GRAVITY -    979,611.4   (mgal)                       NAVD 88
 DL1018
 DL1018  VERT ORDER      -  SECOND    CLASS 0
 DL1018
 DL1018.The horizontal coordinates were scaled from a map and have
 DL1018.an estimated accuracy of +/- 6 seconds.
 DL1018
 DL1018.The orthometric height was determined by differential leveling and
 DL1018.adjusted by the NATIONAL GEODETIC SURVEY
 DL1018.in June 1991.
 DL1018
 DL1018.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1018.GEOID18 height accuracy estimate available here.
 DL1018
 DL1018.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT323467(NAD 83)
 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
 DL1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1018.See file dsdata.pdf to determine how the superseded data were derived.
 DL1018
 DL1018_MARKER: DB = BENCH MARK DISK
 DL1018_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DL1018_STAMPING: H 62 1934
 DL1018_MARK LOGO: CGS
 DL1018_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL1018
 DL1018  HISTORY     - Date     Condition        Report By
 DL1018  HISTORY     - 1934     MONUMENTED       CGS
 DL1018  HISTORY     - 1962     GOOD             CGS
 DL1018
 DL1018                          STATION DESCRIPTION
 DL1018
 DL1018'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DL0881 ***********************************************************************
 DL0881  DESIGNATION -  H 63
 DL0881  PID         -  DL0881
 DL0881  STATE/COUNTY-  AR/LAFAYETTE
 DL0881  COUNTRY     -  US
 DL0881  USGS QUAD   -  OLD TOWN (2017)
 DL0881
 DL0881                         *CURRENT SURVEY CONTROL
 DL0881  ______________________________________________________________________
 DL0881* NAD 83(1986) POSITION- 33 22 49.91   (N) 093 30 23.94   (W)   HD_HELD1
 DL0881* NAVD 88 ORTHO HEIGHT -    93.808 (meters)      307.77  (feet) ADJUSTED
 DL0881  ______________________________________________________________________
 DL0881  GEOID HEIGHT    -        -26.705 (meters)                     GEOID18
 DL0881  DYNAMIC HEIGHT  -         93.708 (meters)      307.44  (feet) COMP
 DL0881  MODELED GRAVITY -    979,569.8   (mgal)                       NAVD 88
 DL0881
 DL0881  VERT ORDER      -  SECOND    CLASS 0
 DL0881
 DL0881.The horizontal coordinates were determined by differentially corrected
 DL0881.hand held GPS observations or other comparable positioning techniques
 DL0881.and have an estimated accuracy of +/- 3 meters.
 DL0881
 DL0881.The orthometric height was determined by differential leveling and
 DL0881.adjusted by the NATIONAL GEODETIC SURVEY
 DL0881.in June 1991.
 DL0881
 DL0881.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0881.GEOID18 height accuracy estimate available here.
 DL0881
 DL0881.Click photographs - Photos may exist for this station.
 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     -   480,208.9     259,813.7     MT  (+/- 3 meters HH1 GPS) 
 DL0881
 DL0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS5287493588(NAD 83)
 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
 DL0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0881.See file dsdata.pdf to determine how the superseded data were derived.
 DL0881
 DL0881_MARKER: DB = BENCH MARK DISK
 DL0881_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DL0881_STAMPING: H 63 1935
 DL0881_MARK LOGO: CGS
 DL0881_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0881
 DL0881  HISTORY     - Date     Condition        Report By
 DL0881  HISTORY     - 1935     MONUMENTED       CGS
 DL0881  HISTORY     - 1963     GOOD             CGS
 DL0881  HISTORY     - 20070801 MARK NOT FOUND   ARHD
 DL0881
 DL0881                          STATION DESCRIPTION
 DL0881
 DL0881'DESCRIBED BY COAST AND 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.
 DL0881
 DL0881                          STATION RECOVERY (2007)
 DL0881
 DL0881'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2007 (WDA)
 DL0881'MARK NOT FOUND
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0449 ***********************************************************************
 DL0449  DESIGNATION -  H 64
 DL0449  PID         -  DL0449
 DL0449  STATE/COUNTY-  AR/HEMPSTEAD
 DL0449  COUNTRY     -  US
 DL0449  USGS QUAD   -  EMMET (2017)
 DL0449
 DL0449                         *CURRENT SURVEY CONTROL
 DL0449  ______________________________________________________________________
 DL0449* NAD 83(1986) POSITION- 33 43 00.24   (N) 093 29 18.39   (W)   HD_HELD1
 DL0449* NAVD 88 ORTHO HEIGHT -    87.017 (meters)      285.49  (feet) ADJUSTED
 DL0449  ______________________________________________________________________
 DL0449  GEOID HEIGHT    -        -26.903 (meters)                     GEOID18
 DL0449  DYNAMIC HEIGHT  -         86.926 (meters)      285.19  (feet) COMP
 DL0449  MODELED GRAVITY -    979,590.6   (mgal)                       NAVD 88
 DL0449
 DL0449  VERT ORDER      -  SECOND    CLASS 0
 DL0449
 DL0449.The horizontal coordinates were determined by differentially corrected
 DL0449.hand held GPS observations or other comparable positioning techniques
 DL0449.and have an estimated accuracy of +/- 3 meters.
 DL0449
 DL0449.The orthometric height was determined by differential leveling and
 DL0449.adjusted by the NATIONAL GEODETIC SURVEY
 DL0449.in June 1991.
 DL0449
 DL0449.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0449.GEOID18 height accuracy estimate available here.
 DL0449
 DL0449.Click photographs - Photos may exist for this station.
 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     -   517,468.2     262,049.9     MT  (+/- 3 meters HH1 GPS) 
 DL0449
 DL0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT5474430855(NAD 83)
 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
 DL0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0449.See file dsdata.pdf to determine how the superseded data were derived.
 DL0449
 DL0449_MARKER: DB = BENCH MARK DISK
 DL0449_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DL0449_STAMPING: H 64 1935
 DL0449_MARK LOGO: CGS
 DL0449_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0449
 DL0449  HISTORY     - Date     Condition        Report By
 DL0449  HISTORY     - 1935     MONUMENTED       CGS
 DL0449  HISTORY     - 1963     GOOD             CGS
 DL0449  HISTORY     - 20160315 MARK NOT FOUND   ARHD
 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 COAST AND GEODETIC SURVEY 1963
 DL0449'RECOVERED IN GOOD CONDITION.
 DL0449
 DL0449                          STATION RECOVERY (2016)
 DL0449
 DL0449'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (BAB)
 DL0449'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK1368 ***********************************************************************
 DK1368  DESIGNATION -  H 65
 DK1368  PID         -  DK1368
 DK1368  STATE/COUNTY-  AR/ASHLEY
 DK1368  COUNTRY     -  US
 DK1368  USGS QUAD   -  WILMOT (2017)
 DK1368
 DK1368                         *CURRENT SURVEY CONTROL
 DK1368  ______________________________________________________________________
 DK1368* NAD 83(1986) POSITION- 33 06 46.     (N) 091 30 44.     (W)   SCALED
 DK1368* NAVD 88 ORTHO HEIGHT -    34.578 (meters)      113.44  (feet) ADJUSTED
 DK1368  ______________________________________________________________________
 DK1368  GEOID HEIGHT    -        -25.880 (meters)                     GEOID18
 DK1368  DYNAMIC HEIGHT  -         34.541 (meters)      113.32  (feet) COMP
 DK1368  MODELED GRAVITY -    979,581.2   (mgal)                       NAVD 88
 DK1368
 DK1368  VERT ORDER      -  SECOND    CLASS 0
 DK1368
 DK1368.The horizontal coordinates were scaled from a map and have
 DK1368.an estimated accuracy of +/- 6 seconds.
 DK1368
 DK1368.The orthometric height was determined by differential leveling and
 DK1368.adjusted by the NATIONAL GEODETIC SURVEY
 DK1368.in June 1991.
 DK1368
 DK1368.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1368.GEOID18 height accuracy estimate available here.
 DK1368
 DK1368.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS388647(NAD 83)
 DK1368
 DK1368                          SUPERSEDED SURVEY CONTROL
 DK1368
 DK1368  NGVD 29 (11/26/84)   34.682  (m)          113.79   (f) ADJUSTED    2 0
 DK1368
 DK1368.Superseded values are not recommended for survey control.
 DK1368
 DK1368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1368.See file dsdata.pdf to determine how the superseded data were derived.
 DK1368
 DK1368_MARKER: DB = BENCH MARK DISK
 DK1368_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DK1368_STAMPING: H 65 1935
 DK1368_MARK LOGO: CGS
 DK1368_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1368
 DK1368  HISTORY     - Date     Condition        Report By
 DK1368  HISTORY     - 1935     MONUMENTED       CGS
 DK1368  HISTORY     - 20220907 MARK NOT FOUND   ARHD
 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 A 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 CHURCH.  13 FEET SOUTH OF NORTHEAST FENCE CORNER. 1.5 FT.
 DK1368'EAST OF THE FENCE.  TABLET SET IN PRECAST CONCRETE POST.
 DK1368
 DK1368                          STATION RECOVERY (2022)
 DK1368
 DK1368'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2022 (CW)
 DK1368'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0445 ***********************************************************************
 FG0445  DESIGNATION -  H 66
 FG0445  PID         -  FG0445
 FG0445  STATE/COUNTY-  AR/POPE
 FG0445  COUNTRY     -  US
 FG0445  USGS QUAD   -  HECTOR (2017)
 FG0445
 FG0445                         *CURRENT SURVEY CONTROL
 FG0445  ______________________________________________________________________
 FG0445* NAD 83(1986) POSITION- 35 25 13.31   (N) 092 57 50.49   (W)   HD_HELD1
 FG0445* NAVD 88 ORTHO HEIGHT -   216.892 (meters)      711.59  (feet) ADJUSTED
 FG0445  ______________________________________________________________________
 FG0445  GEOID HEIGHT    -        -28.700 (meters)                     GEOID18
 FG0445  DYNAMIC HEIGHT  -        216.687 (meters)      710.91  (feet) COMP
 FG0445  MODELED GRAVITY -    979,686.6   (mgal)                       NAVD 88
 FG0445
 FG0445  VERT ORDER      -  SECOND    CLASS 0
 FG0445
 FG0445.The horizontal coordinates were determined by differentially corrected
 FG0445.hand held GPS observations or other comparable positioning techniques
 FG0445.and have an estimated accuracy of +/- 3 meters.
 FG0445
 FG0445.The orthometric height was determined by differential leveling and
 FG0445.adjusted by the NATIONAL GEODETIC SURVEY
 FG0445.in June 1991.
 FG0445
 FG0445.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0445.GEOID18 height accuracy estimate available here.
 FG0445
 FG0445.Click photographs - Photos may exist for this station.
 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     -   121,025.1     312,455.0     MT  (+/- 3 meters HH1 GPS) 
 FG0445
 FG0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV0326519662(NAD 83)
 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
 FG0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0445.See file dsdata.pdf to determine how the superseded data were derived.
 FG0445
 FG0445_MARKER: DB = BENCH MARK DISK
 FG0445_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0445_STAMPING: H 66 1935
 FG0445_MARK LOGO: CGS
 FG0445_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0445_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FG0445+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2016
 FG0445
 FG0445  HISTORY     - Date     Condition        Report By
 FG0445  HISTORY     - 1935     MONUMENTED       CGS
 FG0445  HISTORY     - 1942     GOOD             CGS
 FG0445  HISTORY     - 20060125 GOOD             ARHD
 FG0445  HISTORY     - 20160204 GOOD             ARHD
 FG0445  HISTORY     - 20160727 GOOD             ARHD
 FG0445
 FG0445                          STATION DESCRIPTION
 FG0445
 FG0445'DESCRIBED BY COAST AND 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 DEPARTMENT OF TRANSPORTATION 2006 (MDP)
 FG0445'RECOVERED IN GOOD CONDITION.
 FG0445
 FG0445                          STATION RECOVERY (2016)
 FG0445
 FG0445'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (WDA)
 FG0445'RECOVERED IN GOOD CONDITION.
 FG0445
 FG0445                          STATION RECOVERY (2016)
 FG0445
 FG0445'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (WDA)
 FG0445'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0483 ***********************************************************************
 FG0483  DESIGNATION -  H 67
 FG0483  PID         -  FG0483
 FG0483  STATE/COUNTY-  AR/CONWAY
 FG0483  COUNTRY     -  US
 FG0483  USGS QUAD   -  HATTIEVILLE (2017)
 FG0483
 FG0483                         *CURRENT SURVEY CONTROL
 FG0483  ______________________________________________________________________
 FG0483* NAD 83(1986) POSITION- 35 18 40.     (N) 092 50 45.     (W)   SCALED
 FG0483* NAVD 88 ORTHO HEIGHT -   103.453 (meters)      339.41  (feet) ADJUSTED
 FG0483  ______________________________________________________________________
 FG0483  GEOID HEIGHT    -        -28.710 (meters)                     GEOID18
 FG0483  DYNAMIC HEIGHT  -        103.356 (meters)      339.09  (feet) COMP
 FG0483  MODELED GRAVITY -    979,699.1   (mgal)                       NAVD 88
 FG0483
 FG0483  VERT ORDER      -  SECOND    CLASS 0
 FG0483
 FG0483.The horizontal coordinates were scaled from a map and have
 FG0483.an estimated accuracy of +/- 6 seconds.
 FG0483
 FG0483.The orthometric height was determined by differential leveling and
 FG0483.adjusted by the NATIONAL GEODETIC SURVEY
 FG0483.in June 1991.
 FG0483
 FG0483.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0483.GEOID18 height accuracy estimate available here.
 FG0483
 FG0483.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV140075(NAD 83)
 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
 FG0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0483.See file dsdata.pdf to determine how the superseded data were derived.
 FG0483
 FG0483_MARKER: DB = BENCH MARK DISK
 FG0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0483_STAMPING: H 67 1935
 FG0483_MARK LOGO: CGS
 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   CGS
 FG0483
 FG0483                          STATION DESCRIPTION
 FG0483
 FG0483'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG0105 ***********************************************************************
 FG0105  DESIGNATION -  H 69
 FG0105  PID         -  FG0105
 FG0105  STATE/COUNTY-  AR/WHITE
 FG0105  COUNTRY     -  US
 FG0105  USGS QUAD   -  MOUNTAIN SPRINGS (2017)
 FG0105
 FG0105                         *CURRENT SURVEY CONTROL
 FG0105  ______________________________________________________________________
 FG0105* NAD 83(1986) POSITION- 35 06 31.53   (N) 092 03 58.28   (W)   HD_HELD1
 FG0105* NAVD 88 ORTHO HEIGHT -    83.042 (meters)      272.45  (feet) ADJUSTED
 FG0105  ______________________________________________________________________
 FG0105  GEOID HEIGHT    -        -27.500 (meters)                     GEOID18
 FG0105  DYNAMIC HEIGHT  -         82.965 (meters)      272.19  (feet) COMP
 FG0105  MODELED GRAVITY -    979,707.6   (mgal)                       NAVD 88
 FG0105
 FG0105  VERT ORDER      -  SECOND    CLASS 0
 FG0105
 FG0105.The horizontal coordinates were determined by differentially corrected
 FG0105.hand held GPS observations or other comparable positioning techniques
 FG0105.and have an estimated accuracy of +/- 3 meters.
 FG0105
 FG0105.The orthometric height was determined by differential leveling and
 FG0105.adjusted by the NATIONAL GEODETIC SURVEY
 FG0105.in June 1991.
 FG0105
 FG0105.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0105.GEOID18 height accuracy estimate available here.
 FG0105
 FG0105.Click photographs - Photos may exist for this station.
 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     -    86,029.0     393,965.9     MT  (+/- 3 meters HH1 GPS) 
 FG0105
 FG0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU8510085502(NAD 83)
 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
 FG0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0105.See file dsdata.pdf to determine how the superseded data were derived.
 FG0105
 FG0105_MARKER: DB = BENCH MARK DISK
 FG0105_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0105_STAMPING: H 69 1934
 FG0105_MARK LOGO: CGS
 FG0105_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0105
 FG0105  HISTORY     - Date     Condition        Report By
 FG0105  HISTORY     - 1934     MONUMENTED       CGS
 FG0105  HISTORY     - 1961     MARK NOT FOUND   CGS
 FG0105  HISTORY     - 20110719 MARK NOT FOUND   ARHD
 FG0105
 FG0105                          STATION DESCRIPTION
 FG0105
 FG0105'DESCRIBED BY COAST AND 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.
 FG0105
 FG0105                          STATION RECOVERY (2011)
 FG0105
 FG0105'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (SES)
 FG0105'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0033 ***********************************************************************
 FG0033  DESIGNATION -  H 7
 FG0033  PID         -  FG0033
 FG0033  STATE/COUNTY-  AR/STONE
 FG0033  COUNTRY     -  US
 FG0033  USGS QUAD   -  OLD LEXINGTON (2017)
 FG0033
 FG0033                         *CURRENT SURVEY CONTROL
 FG0033  ______________________________________________________________________
 FG0033* NAD 83(1986) POSITION- 35 44 01.     (N) 092 23 22.     (W)   SCALED
 FG0033* NAVD 88 ORTHO HEIGHT -   210.991 (meters)      692.23  (feet) ADJUSTED
 FG0033  ______________________________________________________________________
 FG0033  GEOID HEIGHT    -        -27.802 (meters)                     GEOID18
 FG0033  DYNAMIC HEIGHT  -        210.792 (meters)      691.57  (feet) COMP
 FG0033  MODELED GRAVITY -    979,687.2   (mgal)                       NAVD 88
 FG0033
 FG0033  VERT ORDER      -  FIRST     CLASS II
 FG0033
 FG0033.The horizontal coordinates were scaled from a map and have
 FG0033.an estimated accuracy of +/- 6 seconds.
 FG0033
 FG0033.The orthometric height was determined by differential leveling and
 FG0033.adjusted by the NATIONAL GEODETIC SURVEY
 FG0033.in June 1991.
 FG0033
 FG0033.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0033.GEOID18 height accuracy estimate available here.
 FG0033
 FG0033.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV552545(NAD 83)
 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
 FG0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0033.See file dsdata.pdf to determine how the superseded data were derived.
 FG0033
 FG0033_MARKER: DB = BENCH MARK DISK
 FG0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0033_STAMPING: H 7 1931
 FG0033_MARK LOGO: CGS
 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             CGS
 FG0033  HISTORY     - 20150415 MARK NOT FOUND   ARHD
 FG0033
 FG0033                          STATION DESCRIPTION
 FG0033
 FG0033'DESCRIBED BY COAST AND 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.
 FG0033
 FG0033                          STATION RECOVERY (2015)
 FG0033
 FG0033'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 FG0033'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0401 ***********************************************************************
 FG0401  DESIGNATION -  H 71
 FG0401  PID         -  FG0401
 FG0401  STATE/COUNTY-  AR/PERRY
 FG0401  COUNTRY     -  US
 FG0401  USGS QUAD   -  PERRYVILLE (2017)
 FG0401
 FG0401                         *CURRENT SURVEY CONTROL
 FG0401  ______________________________________________________________________
 FG0401* NAD 83(1986) POSITION- 35 03 00.     (N) 092 45 32.     (W)   SCALED
 FG0401* NAVD 88 ORTHO HEIGHT -    93.188 (meters)      305.73  (feet) ADJUSTED
 FG0401  ______________________________________________________________________
 FG0401  GEOID HEIGHT    -        -28.418 (meters)                     GEOID18
 FG0401  DYNAMIC HEIGHT  -         93.100 (meters)      305.45  (feet) COMP
 FG0401  MODELED GRAVITY -    979,682.4   (mgal)                       NAVD 88
 FG0401
 FG0401  VERT ORDER      -  SECOND    CLASS I
 FG0401
 FG0401.The horizontal coordinates were scaled from a map and have
 FG0401.an estimated accuracy of +/- 6 seconds.
 FG0401
 FG0401.The orthometric height was determined by differential leveling and
 FG0401.adjusted by the NATIONAL GEODETIC SURVEY
 FG0401.in September 2023.
 FG0401
 FG0401.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0401.GEOID18 height accuracy estimate available here.
 FG0401
 FG0401.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU219786(NAD 83)
 FG0401
 FG0401                          SUPERSEDED SURVEY CONTROL
 FG0401
 FG0401  NAVD 88 (06/15/91)   93.206  (m)          305.79   (f) SUPERSEDED  2 0
 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
 FG0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0401.See file dsdata.pdf to determine how the superseded data were derived.
 FG0401
 FG0401_MARKER: DB = BENCH MARK DISK
 FG0401_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0401_STAMPING: H 71 1934
 FG0401_MARK LOGO: CGS
 FG0401_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0313 ***********************************************************************
 FG0313  DESIGNATION -  H 72
 FG0313  PID         -  FG0313
 FG0313  STATE/COUNTY-  AR/POPE
 FG0313  COUNTRY     -  US
 FG0313  USGS QUAD   -  ATKINS (2017)
 FG0313
 FG0313                         *CURRENT SURVEY CONTROL
 FG0313  ______________________________________________________________________
 FG0313* NAD 83(1986) POSITION- 35 14 30.51   (N) 092 56 08.22   (W)   HD_HELD1
 FG0313* NAVD 88 ORTHO HEIGHT -   109.702 (meters)      359.91  (feet) ADJUSTED
 FG0313  ______________________________________________________________________
 FG0313  GEOID HEIGHT    -        -28.840 (meters)                     GEOID18
 FG0313  DYNAMIC HEIGHT  -        109.599 (meters)      359.58  (feet) COMP
 FG0313  MODELED GRAVITY -    979,693.2   (mgal)                       NAVD 88
 FG0313
 FG0313  VERT ORDER      -  FIRST     CLASS II
 FG0313
 FG0313.The horizontal coordinates were determined by differentially corrected
 FG0313.hand held GPS observations or other comparable positioning techniques
 FG0313.and have an estimated accuracy of +/- 3 meters.
 FG0313
 FG0313.The orthometric height was determined by differential leveling and
 FG0313.adjusted by the NATIONAL GEODETIC SURVEY
 FG0313.in June 1991.
 FG0313
 FG0313.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0313.GEOID18 height accuracy estimate available here.
 FG0313
 FG0313.Click photographs - Photos may exist for this station.
 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     -   101,192.0     314,846.5     MT  (+/- 3 meters HH1 GPS) 
 FG0313
 FG0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU0585799861(NAD 83)
 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
 FG0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0313.See file dsdata.pdf to determine how the superseded data were derived.
 FG0313
 FG0313_MARKER: DB = BENCH MARK DISK
 FG0313_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FG0313_SP_SET: BUILDING WALL
 FG0313_STAMPING: H 72 1934
 FG0313_MARK LOGO: CGS
 FG0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0313+STABILITY: SURFACE MOTION
 FG0313_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FG0313+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2012
 FG0313
 FG0313  HISTORY     - Date     Condition        Report By
 FG0313  HISTORY     - 1934     MONUMENTED       CGS
 FG0313  HISTORY     - 1967     GOOD             CGS
 FG0313  HISTORY     - 1984     GOOD             NGS
 FG0313  HISTORY     - 1987     GOOD             USPSQD
 FG0313  HISTORY     - 1988     GOOD             USPSQD
 FG0313  HISTORY     - 1989     GOOD             USPSQD
 FG0313  HISTORY     - 20120214 GOOD             ARHD
 FG0313
 FG0313                          STATION DESCRIPTION
 FG0313
 FG0313'DESCRIBED BY COAST AND 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 (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 (2012)
 FG0313
 FG0313'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (AMC)
 FG0313'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1031 ***********************************************************************
 EJ1031  DESIGNATION -  H 75
 EJ1031  PID         -  EJ1031
 EJ1031  STATE/COUNTY-  AR/GARLAND
 EJ1031  COUNTRY     -  US
 EJ1031  USGS QUAD   -  MCGRAW MOUNTAIN (2017)
 EJ1031
 EJ1031                         *CURRENT SURVEY CONTROL
 EJ1031  ______________________________________________________________________
 EJ1031* NAD 83(1986) POSITION- 34 36 11.     (N) 093 24 06.     (W)   SCALED
 EJ1031* NAVD 88 ORTHO HEIGHT -   158.824 (meters)      521.08  (feet) ADJUSTED
 EJ1031  ______________________________________________________________________
 EJ1031  GEOID HEIGHT    -        -28.250 (meters)                     GEOID18
 EJ1031  DYNAMIC HEIGHT  -        158.665 (meters)      520.55  (feet) COMP
 EJ1031  MODELED GRAVITY -    979,631.8   (mgal)                       NAVD 88
 EJ1031
 EJ1031  VERT ORDER      -  SECOND    CLASS 0
 EJ1031
 EJ1031.The horizontal coordinates were scaled from a map and have
 EJ1031.an estimated accuracy of +/- 6 seconds.
 EJ1031
 EJ1031.The orthometric height was determined by differential leveling and
 EJ1031.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1031.in June 1991.
 EJ1031
 EJ1031.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1031.GEOID18 height accuracy estimate available here.
 EJ1031
 EJ1031.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU631290(NAD 83)
 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
 EJ1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1031.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1031
 EJ1031_MARKER: DB = BENCH MARK DISK
 EJ1031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1031_STAMPING: H 75 1935
 EJ1031_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0786 ***********************************************************************
 FF0786  DESIGNATION -  H 76
 FF0786  PID         -  FF0786
 FF0786  STATE/COUNTY-  AR/POINSETT
 FF0786  COUNTRY     -  US
 FF0786  USGS QUAD   -  GREENFIELD (2017)
 FF0786
 FF0786                         *CURRENT SURVEY CONTROL
 FF0786  ______________________________________________________________________
 FF0786* NAD 83(1986) POSITION- 35 38 11.     (N) 090 42 44.     (W)   SCALED
 FF0786* NAVD 88 ORTHO HEIGHT -    75.952 (meters)      249.19  (feet) ADJUSTED
 FF0786  ______________________________________________________________________
 FF0786  GEOID HEIGHT    -        -27.684 (meters)                     GEOID18
 FF0786  DYNAMIC HEIGHT  -         75.886 (meters)      248.97  (feet) COMP
 FF0786  MODELED GRAVITY -    979,762.9   (mgal)                       NAVD 88
 FF0786
 FF0786  VERT ORDER      -  SECOND    CLASS 0
 FF0786
 FF0786.The horizontal coordinates were scaled from a map and have
 FF0786.an estimated accuracy of +/- 6 seconds.
 FF0786
 FF0786.The orthometric height was determined by differential leveling and
 FF0786.adjusted by the NATIONAL GEODETIC SURVEY
 FF0786.in June 1991.
 FF0786
 FF0786.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0786.GEOID18 height accuracy estimate available here.
 FF0786
 FF0786.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV071460(NAD 83)
 FF0786
 FF0786                          SUPERSEDED SURVEY CONTROL
 FF0786
 FF0786  NGVD 29 (11/26/84)   75.890  (m)          248.98   (f) ADJUSTED    2 0
 FF0786
 FF0786.Superseded values are not recommended for survey control.
 FF0786
 FF0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0786.See file dsdata.pdf to determine how the superseded data were derived.
 FF0786
 FF0786_MARKER: DB = BENCH MARK DISK
 FF0786_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF0786_STAMPING: H 76 1934
 FF0786_MARK LOGO: CGS
 FF0786_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1797 ***********************************************************************
 EH1797  DESIGNATION -  H 77
 EH1797  PID         -  EH1797
 EH1797  STATE/COUNTY-  AR/LINCOLN
 EH1797  COUNTRY     -  US
 EH1797  USGS QUAD   -  TARRY (2017)
 EH1797
 EH1797                         *CURRENT SURVEY CONTROL
 EH1797  ______________________________________________________________________
 EH1797* NAD 83(1986) POSITION- 34 04 52.     (N) 091 50 38.     (W)   SCALED
 EH1797* NAVD 88 ORTHO HEIGHT -    62.893 (meters)      206.34  (feet) ADJUSTED
 EH1797  ______________________________________________________________________
 EH1797  GEOID HEIGHT    -        -25.808 (meters)                     GEOID18
 EH1797  DYNAMIC HEIGHT  -         62.833 (meters)      206.14  (feet) COMP
 EH1797  MODELED GRAVITY -    979,678.0   (mgal)                       NAVD 88
 EH1797
 EH1797  VERT ORDER      -  SECOND    CLASS 0
 EH1797
 EH1797.The horizontal coordinates were scaled from a map and have
 EH1797.an estimated accuracy of +/- 6 seconds.
 EH1797
 EH1797.The orthometric height was determined by differential leveling and
 EH1797.adjusted by the NATIONAL GEODETIC SURVEY
 EH1797.in June 1991.
 EH1797
 EH1797.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1797.GEOID18 height accuracy estimate available here.
 EH1797
 EH1797.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT066717(NAD 83)
 EH1797
 EH1797                          SUPERSEDED SURVEY CONTROL
 EH1797
 EH1797  NGVD 29 (11/26/84)   62.987  (m)          206.65   (f) ADJUSTED    2 0
 EH1797
 EH1797.Superseded values are not recommended for survey control.
 EH1797
 EH1797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1797.See file dsdata.pdf to determine how the superseded data were derived.
 EH1797
 EH1797_MARKER: DB = BENCH MARK DISK
 EH1797_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EH1797_STAMPING: H 77 1935
 EH1797_MARK LOGO: CGS
 EH1797_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0941 ***********************************************************************
 EJ0941  DESIGNATION -  H 78
 EJ0941  PID         -  EJ0941
 EJ0941  STATE/COUNTY-  AR/SALINE
 EJ0941  COUNTRY     -  US
 EJ0941  USGS QUAD   -  LONSDALE (2017)
 EJ0941
 EJ0941                         *CURRENT SURVEY CONTROL
 EJ0941  ______________________________________________________________________
 EJ0941* NAD 83(1986) POSITION- 34 34 03.49   (N) 092 45 21.69   (W)   HD_HELD1
 EJ0941* NAVD 88 ORTHO HEIGHT -   127.499 (meters)      418.30  (feet) ADJUSTED
 EJ0941  ______________________________________________________________________
 EJ0941  GEOID HEIGHT    -        -26.702 (meters)                     GEOID18
 EJ0941  DYNAMIC HEIGHT  -        127.378 (meters)      417.91  (feet) COMP
 EJ0941  MODELED GRAVITY -    979,685.5   (mgal)                       NAVD 88
 EJ0941
 EJ0941  VERT ORDER      -  SECOND    CLASS 0
 EJ0941
 EJ0941.The horizontal coordinates were determined by differentially corrected
 EJ0941.hand held GPS observations or other comparable positioning techniques
 EJ0941.and have an estimated accuracy of +/- 3 meters.
 EJ0941
 EJ0941.The orthometric height was determined by differential leveling and
 EJ0941.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0941.in June 1991.
 EJ0941
 EJ0941.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0941.GEOID18 height accuracy estimate available here.
 EJ0941
 EJ0941.Click photographs - Photos may exist for this station.
 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     -   611,101.1     330,626.1     MT  (+/- 3 meters HH1 GPS) 
 EJ0941
 EJ0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU2237925124(NAD 83)
 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
 EJ0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0941.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0941
 EJ0941_MARKER: DB = BENCH MARK DISK
 EJ0941_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0941_STAMPING: H 78 1935
 EJ0941_MARK LOGO: CGS
 EJ0941_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0941
 EJ0941  HISTORY     - Date     Condition        Report By
 EJ0941  HISTORY     - 1935     MONUMENTED       CGS
 EJ0941  HISTORY     - 19980425 GOOD             USPSQD
 EJ0941  HISTORY     - 20100112 MARK NOT FOUND   ARHD
 EJ0941  HISTORY     - 20110921 POOR             ARHD
 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.
 EJ0941
 EJ0941                          STATION RECOVERY (2010)
 EJ0941
 EJ0941'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2010 (VJB)
 EJ0941'MARK NOT FOUND.
 EJ0941
 EJ0941                          STATION RECOVERY (2011)
 EJ0941
 EJ0941'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (AMC)
 EJ0941'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0656 ***********************************************************************
 EJ0656  DESIGNATION -  H 79
 EJ0656  PID         -  EJ0656
 EJ0656  STATE/COUNTY-  AR/SALINE
 EJ0656  COUNTRY     -  US
 EJ0656  USGS QUAD   -  TRASKWOOD (2017)
 EJ0656
 EJ0656                         *CURRENT SURVEY CONTROL
 EJ0656  ______________________________________________________________________
 EJ0656* NAD 83(1986) POSITION- 34 27 00.     (N) 092 39 20.     (W)   SCALED
 EJ0656* NAVD 88 ORTHO HEIGHT -    89.253 (meters)      292.82  (feet) ADJUSTED
 EJ0656  ______________________________________________________________________
 EJ0656  GEOID HEIGHT    -        -26.345 (meters)                     GEOID18
 EJ0656  DYNAMIC HEIGHT  -         89.168 (meters)      292.55  (feet) COMP
 EJ0656  MODELED GRAVITY -    979,686.3   (mgal)                       NAVD 88
 EJ0656
 EJ0656  VERT ORDER      -  SECOND    CLASS 0
 EJ0656
 EJ0656.The horizontal coordinates were scaled from a map and have
 EJ0656.an estimated accuracy of +/- 6 seconds.
 EJ0656
 EJ0656.The orthometric height was determined by differential leveling and
 EJ0656.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0656.in June 1991.
 EJ0656
 EJ0656.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0656.GEOID18 height accuracy estimate available here.
 EJ0656
 EJ0656.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU316121(NAD 83)
 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
 EJ0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0656.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0656
 EJ0656_MARKER: DB = BENCH MARK DISK
 EJ0656_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0656_STAMPING: 292.850 H 79 1935
 EJ0656_MARK LOGO: CGS
 EJ0656_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0656
 EJ0656  HISTORY     - Date     Condition        Report By
 EJ0656  HISTORY     - 1935     MONUMENTED       CGS
 EJ0656  HISTORY     - 1941     GOOD             CGS
 EJ0656  HISTORY     - 20100108 MARK NOT FOUND   ARHD
 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 COAST AND GEODETIC SURVEY 1941
 EJ0656'RECOVERED IN GOOD CONDITION.
 EJ0656
 EJ0656                          STATION RECOVERY (2010)
 EJ0656
 EJ0656'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2010 (VJB)
 EJ0656'RAILROAD STATION AND STORE ARE LONG GONE
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1309 ***********************************************************************
 FF1309  DESIGNATION -  H 8
 FF1309  PID         -  FF1309
 FF1309  STATE/COUNTY-  AR/WHITE
 FF1309  COUNTRY     -  US
 FF1309  USGS QUAD   -  JUDSONIA (2017)
 FF1309
 FF1309                         *CURRENT SURVEY CONTROL
 FF1309  ______________________________________________________________________
 FF1309* NAD 83(1986) POSITION- 35 15 01.52   (N) 091 44 16.77   (W)   HD_HELD1
 FF1309* NAVD 88 ORTHO HEIGHT -    80.541 (meters)      264.24  (feet) ADJUSTED
 FF1309  ______________________________________________________________________
 FF1309  GEOID HEIGHT    -        -27.358 (meters)                     GEOID18
 FF1309  DYNAMIC HEIGHT  -         80.468 (meters)      264.00  (feet) COMP
 FF1309  MODELED GRAVITY -    979,730.3   (mgal)                       NAVD 88
 FF1309
 FF1309  VERT ORDER      -  SECOND    CLASS I
 FF1309
 FF1309.The horizontal coordinates were determined by differentially corrected
 FF1309.hand held GPS observations or other comparable positioning techniques
 FF1309.and have an estimated accuracy of +/- 3 meters.
 FF1309
 FF1309.The orthometric height was determined by differential leveling and
 FF1309.adjusted by the NATIONAL GEODETIC SURVEY
 FF1309.in November 2018.
 FF1309
 FF1309.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1309.GEOID18 height accuracy estimate available here.
 FF1309
 FF1309.Click photographs - Photos may exist for this station.
 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     -   101,774.8     423,844.0     MT  (+/- 3 meters HH1 GPS) 
 FF1309
 FF1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV1481101544(NAD 83)
 FF1309
 FF1309                          SUPERSEDED SURVEY CONTROL
 FF1309
 FF1309  NAVD 88 (06/15/91)   80.529  (m)          264.20   (f) SUPERSEDED  1 2
 FF1309  NGVD 29 (11/26/84)   80.479  (m)          264.04   (f) ADJUSTED    1 2
 FF1309
 FF1309.Superseded values are not recommended for survey control.
 FF1309
 FF1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1309.See file dsdata.pdf to determine how the superseded data were derived.
 FF1309
 FF1309_MARKER: DB = BENCH MARK DISK
 FF1309_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FF1309_SP_SET: STEP
 FF1309_STAMPING: 264.038 H 8 1931
 FF1309_MARK LOGO: CGS
 FF1309_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF1309_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1309_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF1309+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2018
 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  HISTORY     - 20130604 GOOD             ARHD
 FF1309  HISTORY     - 20181001 GOOD             ARHD
 FF1309
 FF1309                          STATION DESCRIPTION
 FF1309
 FF1309'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FF1309'AT SEARCY, AT THE EAST ENTRANCE TO THE COURTHOUSE, SET IN THE TOP OF
 FF1309'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.
 FF1309
 FF1309                          STATION RECOVERY (2013)
 FF1309
 FF1309'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (BAB)
 FF1309'RECOVERED IN GOOD CONDITION.
 FF1309
 FF1309                          STATION RECOVERY (2018)
 FF1309
 FF1309'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (JDH)
 FF1309'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0569 ***********************************************************************
 EJ0569  DESIGNATION -  H 80
 EJ0569  PID         -  EJ0569
 EJ0569  STATE/COUNTY-  AR/GRANT
 EJ0569  COUNTRY     -  US
 EJ0569  USGS QUAD   -  PRAGUE (2017)
 EJ0569
 EJ0569                         *CURRENT SURVEY CONTROL
 EJ0569  ______________________________________________________________________
 EJ0569* NAD 83(1986) POSITION- 34 17 57.     (N) 092 21 53.     (W)   SCALED
 EJ0569* NAVD 88 ORTHO HEIGHT -    69.007 (meters)      226.40  (feet) ADJUSTED
 EJ0569  ______________________________________________________________________
 EJ0569  GEOID HEIGHT    -        -26.044 (meters)                     GEOID18
 EJ0569  DYNAMIC HEIGHT  -         68.941 (meters)      226.18  (feet) COMP
 EJ0569  MODELED GRAVITY -    979,675.0   (mgal)                       NAVD 88
 EJ0569
 EJ0569  VERT ORDER      -  SECOND    CLASS 0
 EJ0569
 EJ0569.The horizontal coordinates were scaled from a map and have
 EJ0569.an estimated accuracy of +/- 6 seconds.
 EJ0569
 EJ0569.The orthometric height was determined by differential leveling and
 EJ0569.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0569.in June 1991.
 EJ0569
 EJ0569.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0569.GEOID18 height accuracy estimate available here.
 EJ0569
 EJ0569.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT584955(NAD 83)
 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
 EJ0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0569.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0569
 EJ0569_MARKER: DB = BENCH MARK DISK
 EJ0569_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0569_STAMPING: H 80 1935
 EJ0569_MARK LOGO: CGS
 EJ0569_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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  HISTORY     - 20150709 MARK NOT FOUND   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 DEPARTMENT OF TRANSPORTATION 2005 (MSK)
 EJ0569'RECOVERED IN GOOD CONDITION.
 EJ0569
 EJ0569                          STATION RECOVERY (2015)
 EJ0569
 EJ0569'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 EJ0569'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1033 ***********************************************************************
 EH1033  DESIGNATION -  H 82
 EH1033  PID         -  EH1033
 EH1033  STATE/COUNTY-  AR/ST FRANCIS
 EH1033  COUNTRY     -  US
 EH1033  USGS QUAD   -  HAYNES (2017)
 EH1033
 EH1033                         *CURRENT SURVEY CONTROL
 EH1033  ______________________________________________________________________
 EH1033* NAD 83(1986) POSITION- 34 58 42.     (N) 090 47 25.     (W)   SCALED
 EH1033* NAVD 88 ORTHO HEIGHT -    73.423 (meters)      240.89  (feet) ADJUSTED
 EH1033  ______________________________________________________________________
 EH1033  GEOID HEIGHT    -        -26.881 (meters)                     GEOID18
 EH1033  DYNAMIC HEIGHT  -         73.356 (meters)      240.67  (feet) COMP
 EH1033  MODELED GRAVITY -    979,718.9   (mgal)                       NAVD 88
 EH1033
 EH1033  VERT ORDER      -  SECOND    CLASS 0
 EH1033
 EH1033.The horizontal coordinates were scaled from a map and have
 EH1033.an estimated accuracy of +/- 6 seconds.
 EH1033
 EH1033.The orthometric height was determined by differential leveling and
 EH1033.adjusted by the NATIONAL GEODETIC SURVEY
 EH1033.in June 1991.
 EH1033
 EH1033.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1033.GEOID18 height accuracy estimate available here.
 EH1033
 EH1033.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU017728(NAD 83)
 EH1033
 EH1033                          SUPERSEDED SURVEY CONTROL
 EH1033
 EH1033  NGVD 29 (11/26/84)   73.410  (m)          240.85   (f) ADJUSTED    2 0
 EH1033
 EH1033.Superseded values are not recommended for survey control.
 EH1033
 EH1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1033.See file dsdata.pdf to determine how the superseded data were derived.
 EH1033
 EH1033_MARKER: DB = BENCH MARK DISK
 EH1033_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EH1033_STAMPING: H 82 1935
 EH1033_MARK LOGO: CGS
 EH1033_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 DK0996 ***********************************************************************
 DK0996  DESIGNATION -  H 83
 DK0996  PID         -  DK0996
 DK0996  STATE/COUNTY-  AR/DREW
 DK0996  COUNTRY     -  US
 DK0996  USGS QUAD   -  MCGEHEE SOUTH (2017)
 DK0996
 DK0996                         *CURRENT SURVEY CONTROL
 DK0996  ______________________________________________________________________
 DK0996* NAD 83(1986) POSITION- 33 31 36.66   (N) 091 28 06.00   (W)   HD_HELD1
 DK0996* NAVD 88 ORTHO HEIGHT -    41.703 (meters)      136.82  (feet) ADJUSTED
 DK0996  ______________________________________________________________________
 DK0996  GEOID HEIGHT    -        -26.060 (meters)                     GEOID18
 DK0996  DYNAMIC HEIGHT  -         41.660 (meters)      136.68  (feet) COMP
 DK0996  MODELED GRAVITY -    979,603.1   (mgal)                       NAVD 88
 DK0996
 DK0996  VERT ORDER      -  SECOND    CLASS 0
 DK0996
 DK0996.The horizontal coordinates were determined by differentially corrected
 DK0996.hand held GPS observations or other comparable positioning techniques
 DK0996.and have an estimated accuracy of +/- 3 meters.
 DK0996
 DK0996.The orthometric height was determined by differential leveling and
 DK0996.adjusted by the NATIONAL GEODETIC SURVEY
 DK0996.in June 1991.
 DK0996
 DK0996.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK0996.GEOID18 height accuracy estimate available here.
 DK0996
 DK0996.Click photographs - Photos may exist for this station.
 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     -   495,533.7     449,386.2     MT  (+/- 3 meters HH1 GPS) 
 DK0996
 DK0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT4223210746(NAD 83)
 DK0996
 DK0996                          SUPERSEDED SURVEY CONTROL
 DK0996
 DK0996  NGVD 29 (11/26/84)   41.815  (m)          137.19   (f) ADJUSTED    2 0
 DK0996
 DK0996.Superseded values are not recommended for survey control.
 DK0996
 DK0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0996.See file dsdata.pdf to determine how the superseded data were derived.
 DK0996
 DK0996_MARKER: DB = BENCH MARK DISK
 DK0996_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DK0996_STAMPING: H 83 1935
 DK0996_MARK LOGO: CGS
 DK0996_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0361 ***********************************************************************
 EJ0361  DESIGNATION -  H 84
 EJ0361  PID         -  EJ0361
 EJ0361  STATE/COUNTY-  AR/SALINE
 EJ0361  COUNTRY     -  US
 EJ0361  USGS QUAD   -  SPRING LAKE (2017)
 EJ0361
 EJ0361                         *CURRENT SURVEY CONTROL
 EJ0361  ______________________________________________________________________
 EJ0361* NAD 83(1986) POSITION- 34 34 03.     (N) 092 20 09.     (W)   SCALED
 EJ0361* NAVD 88 ORTHO HEIGHT -    88.324 (meters)      289.78  (feet) ADJUSTED
 EJ0361  ______________________________________________________________________
 EJ0361  GEOID HEIGHT    -        -26.362 (meters)                     GEOID18
 EJ0361  DYNAMIC HEIGHT  -         88.239 (meters)      289.50  (feet) COMP
 EJ0361  MODELED GRAVITY -    979,681.2   (mgal)                       NAVD 88
 EJ0361
 EJ0361  VERT ORDER      -  SECOND    CLASS 0
 EJ0361
 EJ0361.The horizontal coordinates were scaled from a map and have
 EJ0361.an estimated accuracy of +/- 6 seconds.
 EJ0361
 EJ0361.The orthometric height was determined by differential leveling and
 EJ0361.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0361.in June 1991.
 EJ0361
 EJ0361.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0361.GEOID18 height accuracy estimate available here.
 EJ0361
 EJ0361.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU609252(NAD 83)
 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
 EJ0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0361.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0361
 EJ0361_MARKER: DB = BENCH MARK DISK
 EJ0361_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0361_STAMPING: H 84 1935
 EJ0361_MARK LOGO: CGS
 EJ0361_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 DK0893 ***********************************************************************
 DK0893  DESIGNATION -  H 85
 DK0893  PID         -  DK0893
 DK0893  STATE/COUNTY-  AR/ARKANSAS
 DK0893  COUNTRY     -  US
 DK0893  USGS QUAD   -  DUMAS (2017)
 DK0893
 DK0893                         *CURRENT SURVEY CONTROL
 DK0893  ______________________________________________________________________
 DK0893* NAD 83(1986) POSITION- 33 58 56.     (N) 091 22 47.     (W)   SCALED
 DK0893* NAVD 88 ORTHO HEIGHT -    52.094 (meters)      170.91  (feet) ADJUSTED
 DK0893  ______________________________________________________________________
 DK0893  GEOID HEIGHT    -        -26.122 (meters)                     GEOID18
 DK0893  DYNAMIC HEIGHT  -         52.043 (meters)      170.74  (feet) COMP
 DK0893  MODELED GRAVITY -    979,655.5   (mgal)                       NAVD 88
 DK0893
 DK0893  VERT ORDER      -  SECOND    CLASS I
 DK0893
 DK0893.The horizontal coordinates were scaled from a map and have
 DK0893.an estimated accuracy of +/- 6 seconds.
 DK0893
 DK0893.The orthometric height was determined by differential leveling and
 DK0893.adjusted by the NATIONAL GEODETIC SURVEY
 DK0893.in June 1991.
 DK0893
 DK0893.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK0893.GEOID18 height accuracy estimate available here.
 DK0893
 DK0893.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT496613(NAD 83)
 DK0893
 DK0893                          SUPERSEDED SURVEY CONTROL
 DK0893
 DK0893  NGVD 29 (11/26/84)   52.236  (m)          171.38   (f) ADJUSTED    2 0
 DK0893
 DK0893.Superseded values are not recommended for survey control.
 DK0893
 DK0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0893.See file dsdata.pdf to determine how the superseded data were derived.
 DK0893
 DK0893_MARKER: DB = BENCH MARK DISK
 DK0893_STAMPING: H 85 1935
 DK0893_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0170 ***********************************************************************
 FF0170  DESIGNATION -  H 86
 FF0170  PID         -  FF0170
 FF0170  STATE/COUNTY-  AR/CRITTENDEN
 FF0170  COUNTRY     -  US
 FF0170  USGS QUAD   -  EARLE (2017)
 FF0170
 FF0170                         *CURRENT SURVEY CONTROL
 FF0170  ______________________________________________________________________
 FF0170* NAD 83(1986) POSITION- 35 16 05.     (N) 090 23 51.     (W)   SCALED
 FF0170* NAVD 88 ORTHO HEIGHT -    66.041 (meters)      216.67  (feet) POSTED
 FF0170  ______________________________________________________________________
 FF0170  GEOID HEIGHT    -        -27.345 (meters)                     GEOID18
 FF0170  DYNAMIC HEIGHT  -         65.98  (meters)      216.5   (feet) COMP
 FF0170  MODELED GRAVITY -    979,742.4   (mgal)                       NAVD 88
 FF0170
 FF0170  VERT ORDER      -  * POSTED, SEE BELOW
 FF0170
 FF0170.The horizontal coordinates were scaled from a 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
 FF0170.* This is a POSTED BENCH MARK height.
 FF0170
 FF0170.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0170.GEOID18 height accuracy estimate available here.
 FF0170
 FF0170.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV367058(NAD 83)
 FF0170
 FF0170                          SUPERSEDED SURVEY CONTROL
 FF0170
 FF0170  NGVD 29 (11/26/84)   66.038  (m)          216.66   (f) ADJUSTED    2 0
 FF0170
 FF0170.Superseded values are not recommended for survey control.
 FF0170
 FF0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0170.See file dsdata.pdf to determine how the superseded data were derived.
 FF0170
 FF0170_MARKER: DB = BENCH MARK DISK
 FF0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0170_STAMPING: H 86 1935
 FF0170_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1273 ***********************************************************************
 EH1273  DESIGNATION -  H 87
 EH1273  PID         -  EH1273
 EH1273  STATE/COUNTY-  AR/PRAIRIE
 EH1273  COUNTRY     -  US
 EH1273  USGS QUAD   -  DES ARC EAST (2017)
 EH1273
 EH1273                         *CURRENT SURVEY CONTROL
 EH1273  ______________________________________________________________________
 EH1273* NAD 83(1986) POSITION- 34 57 45.     (N) 091 29 30.     (W)   SCALED
 EH1273* NAVD 88 ORTHO HEIGHT -    60.352 (meters)      198.00  (feet) ADJUSTED
 EH1273  ______________________________________________________________________
 EH1273  GEOID HEIGHT    -        -27.166 (meters)                     GEOID18
 EH1273  DYNAMIC HEIGHT  -         60.296 (meters)      197.82  (feet) COMP
 EH1273  MODELED GRAVITY -    979,710.2   (mgal)                       NAVD 88
 EH1273
 EH1273  VERT ORDER      -  SECOND    CLASS 0
 EH1273
 EH1273.The horizontal coordinates were scaled from a map and have
 EH1273.an estimated accuracy of +/- 6 seconds.
 EH1273
 EH1273.The orthometric height was determined by differential leveling and
 EH1273.adjusted by the NATIONAL GEODETIC SURVEY
 EH1273.in June 1991.
 EH1273
 EH1273.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1273.GEOID18 height accuracy estimate available here.
 EH1273
 EH1273.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU377699(NAD 83)
 EH1273
 EH1273                          SUPERSEDED SURVEY CONTROL
 EH1273
 EH1273  NGVD 29 (11/26/84)   60.347  (m)          197.99   (f) ADJUSTED    2 0
 EH1273
 EH1273.Superseded values are not recommended for survey control.
 EH1273
 EH1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1273.See file dsdata.pdf to determine how the superseded data were derived.
 EH1273
 EH1273_MARKER: DB = BENCH MARK DISK
 EH1273_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EH1273_STAMPING: H 87 1935
 EH1273_MARK LOGO: CGS
 EH1273_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EK0251 ***********************************************************************
 EK0251  DESIGNATION -  H 88
 EK0251  PID         -  EK0251
 EK0251  STATE/COUNTY-  AR/SEVIER
 EK0251  COUNTRY     -  US
 EK0251  USGS QUAD   -  DIERKS (2017)
 EK0251
 EK0251                         *CURRENT SURVEY CONTROL
 EK0251  ______________________________________________________________________
 EK0251* NAD 83(1986) POSITION- 34 05 46.67   (N) 094 05 39.13   (W)   HD_HELD1
 EK0251* NAVD 88 ORTHO HEIGHT -   115.114 (meters)      377.67  (feet) ADJUSTED
 EK0251  ______________________________________________________________________
 EK0251  GEOID HEIGHT    -        -27.812 (meters)                     GEOID18
 EK0251  DYNAMIC HEIGHT  -        114.997 (meters)      377.29  (feet) COMP
 EK0251  MODELED GRAVITY -    979,617.8   (mgal)                       NAVD 88
 EK0251
 EK0251  VERT ORDER      -  SECOND    CLASS 0
 EK0251
 EK0251.The horizontal coordinates were determined by differentially corrected
 EK0251.hand held GPS observations or other comparable positioning techniques
 EK0251.and have an estimated accuracy of +/- 3 meters.
 EK0251
 EK0251.The orthometric height was determined by differential leveling and
 EK0251.adjusted by the NATIONAL GEODETIC SURVEY
 EK0251.in June 1991.
 EK0251
 EK0251.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0251.GEOID18 height accuracy estimate available here.
 EK0251
 EK0251.Click photographs - Photos may exist for this station.
 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     -   560,540.0     206,775.2     MT  (+/- 3 meters HH1 GPS) 
 EK0251
 EK0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT9906473373(NAD 83)
 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
 EK0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0251.See file dsdata.pdf to determine how the superseded data were derived.
 EK0251
 EK0251_MARKER: DB = BENCH MARK DISK
 EK0251_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EK0251_STAMPING: H 88 1935
 EK0251_MARK LOGO: CGS
 EK0251_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0251
 EK0251  HISTORY     - Date     Condition        Report By
 EK0251  HISTORY     - 1935     MONUMENTED       CGS
 EK0251  HISTORY     - 1962     MARK NOT FOUND   CGS
 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 COAST AND GEODETIC SURVEY 1962
 EK0251'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1444 ***********************************************************************
 EJ1444  DESIGNATION -  H 89
 EJ1444  PID         -  EJ1444
 EJ1444  STATE/COUNTY-  AR/PIKE
 EJ1444  COUNTRY     -  US
 EJ1444  USGS QUAD   -  LANGLEY (2017)
 EJ1444
 EJ1444                         *CURRENT SURVEY CONTROL
 EJ1444  ______________________________________________________________________
 EJ1444* NAD 83(1986) POSITION- 34 18 17.     (N) 093 52 03.     (W)   SCALED
 EJ1444* NAVD 88 ORTHO HEIGHT -   243.559 (meters)      799.08  (feet) ADJUSTED
 EJ1444  ______________________________________________________________________
 EJ1444  GEOID HEIGHT    -        -28.019 (meters)                     GEOID18
 EJ1444  DYNAMIC HEIGHT  -        243.310 (meters)      798.26  (feet) COMP
 EJ1444  MODELED GRAVITY -    979,606.9   (mgal)                       NAVD 88
 EJ1444
 EJ1444  VERT ORDER      -  SECOND    CLASS 0
 EJ1444
 EJ1444.The horizontal coordinates were scaled from a map and have
 EJ1444.an estimated accuracy of +/- 6 seconds.
 EJ1444
 EJ1444.The orthometric height was determined by differential leveling and
 EJ1444.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1444.in June 1991.
 EJ1444
 EJ1444.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1444.GEOID18 height accuracy estimate available here.
 EJ1444
 EJ1444.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT201962(NAD 83)
 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
 EJ1444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1444.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1444
 EJ1444_MARKER: DB = BENCH MARK DISK
 EJ1444_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ1444_STAMPING: H 89 1935
 EJ1444_MARK LOGO: CGS
 EJ1444_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1444
 EJ1444  HISTORY     - Date     Condition        Report By
 EJ1444  HISTORY     - 1935     MONUMENTED       CGS
 EJ1444  HISTORY     - 1961     GOOD             CGS
 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 COAST AND GEODETIC SURVEY 1961
 EJ1444'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0985 ***********************************************************************
 FF0985  DESIGNATION -  H 9
 FF0985  PID         -  FF0985
 FF0985  STATE/COUNTY-  AR/JACKSON
 FF0985  COUNTRY     -  US
 FF0985  USGS QUAD   -  TUCKERMAN (2017)
 FF0985
 FF0985                         *CURRENT SURVEY CONTROL
 FF0985  ______________________________________________________________________
 FF0985* NAD 83(1986) POSITION- 35 43 50.     (N) 091 11 51.     (W)   SCALED
 FF0985* NAVD 88 ORTHO HEIGHT -    75.675 (meters)      248.28  (feet) ADJUSTED
 FF0985  ______________________________________________________________________
 FF0985  GEOID HEIGHT    -        -27.704 (meters)                     GEOID18
 FF0985  DYNAMIC HEIGHT  -         75.611 (meters)      248.07  (feet) COMP
 FF0985  MODELED GRAVITY -    979,778.7   (mgal)                       NAVD 88
 FF0985
 FF0985  VERT ORDER      -  FIRST     CLASS II
 FF0985
 FF0985.The horizontal coordinates were scaled from a map and have
 FF0985.an estimated accuracy of +/- 6 seconds.
 FF0985
 FF0985.The orthometric height was determined by differential leveling and
 FF0985.adjusted by the NATIONAL GEODETIC SURVEY
 FF0985.in June 1991.
 FF0985
 FF0985.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0985.GEOID18 height accuracy estimate available here.
 FF0985
 FF0985.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV630555(NAD 83)
 FF0985
 FF0985                          SUPERSEDED SURVEY CONTROL
 FF0985
 FF0985  NGVD 29 (11/26/84)   75.605  (m)          248.05   (f) ADJUSTED    1 2
 FF0985
 FF0985.Superseded values are not recommended for survey control.
 FF0985
 FF0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0985.See file dsdata.pdf to determine how the superseded data were derived.
 FF0985
 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_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 DK1454 ***********************************************************************
 DK1454  DESIGNATION -  H 90
 DK1454  PID         -  DK1454
 DK1454  STATE/COUNTY-  AR/LINCOLN
 DK1454  COUNTRY     -  US
 DK1454  USGS QUAD   -  AVERY (2017)
 DK1454
 DK1454                         *CURRENT SURVEY CONTROL
 DK1454  ______________________________________________________________________
 DK1454* NAD 83(1986) POSITION- 33 57 35.     (N) 091 43 53.     (W)   SCALED
 DK1454* NAVD 88 ORTHO HEIGHT -    54.169 (meters)      177.72  (feet) ADJUSTED
 DK1454  ______________________________________________________________________
 DK1454  GEOID HEIGHT    -        -25.886 (meters)                     GEOID18
 DK1454  DYNAMIC HEIGHT  -         54.115 (meters)      177.54  (feet) COMP
 DK1454  MODELED GRAVITY -    979,641.2   (mgal)                       NAVD 88
 DK1454
 DK1454  VERT ORDER      -  SECOND    CLASS 0
 DK1454
 DK1454.The horizontal coordinates were scaled from a map and have
 DK1454.an estimated accuracy of +/- 6 seconds.
 DK1454
 DK1454.The orthometric height was determined by differential leveling and
 DK1454.adjusted by the NATIONAL GEODETIC SURVEY
 DK1454.in June 1991.
 DK1454
 DK1454.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1454.GEOID18 height accuracy estimate available here.
 DK1454
 DK1454.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT172584(NAD 83)
 DK1454
 DK1454                          SUPERSEDED SURVEY CONTROL
 DK1454
 DK1454  NGVD 29 (11/26/84)   54.254  (m)          178.00   (f) ADJUSTED    2 0
 DK1454
 DK1454.Superseded values are not recommended for survey control.
 DK1454
 DK1454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1454.See file dsdata.pdf to determine how the superseded data were derived.
 DK1454
 DK1454_MARKER: DB = BENCH MARK DISK
 DK1454_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DK1454_STAMPING: H 90 1935
 DK1454_MARK LOGO: CGS
 DK1454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 DL0042 ***********************************************************************
 DL0042  DESIGNATION -  H 91
 DL0042  PID         -  DL0042
 DL0042  STATE/COUNTY-  AR/CALHOUN
 DL0042  COUNTRY     -  US
 DL0042  USGS QUAD   -  BANKS (2017)
 DL0042
 DL0042                         *CURRENT SURVEY CONTROL
 DL0042  ______________________________________________________________________
 DL0042* NAD 83(1986) POSITION- 33 37 25.     (N) 092 21 02.     (W)   SCALED
 DL0042* NAVD 88 ORTHO HEIGHT -    52.493 (meters)      172.22  (feet) ADJUSTED
 DL0042  ______________________________________________________________________
 DL0042  GEOID HEIGHT    -        -26.034 (meters)                     GEOID18
 DL0042  DYNAMIC HEIGHT  -         52.439 (meters)      172.04  (feet) COMP
 DL0042  MODELED GRAVITY -    979,606.4   (mgal)                       NAVD 88
 DL0042
 DL0042  VERT ORDER      -  SECOND    CLASS 0
 DL0042
 DL0042.The horizontal coordinates were scaled from a map and have
 DL0042.an estimated accuracy of +/- 6 seconds.
 DL0042
 DL0042.The orthometric height was determined by differential leveling and
 DL0042.adjusted by the NATIONAL GEODETIC SURVEY
 DL0042.in June 1991.
 DL0042
 DL0042.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0042.GEOID18 height accuracy estimate available here.
 DL0042
 DL0042.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT602206(NAD 83)
 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
 DL0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0042.See file dsdata.pdf to determine how the superseded data were derived.
 DL0042
 DL0042_MARKER: DB = BENCH MARK DISK
 DL0042_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DL0042_STAMPING: H 91 1935
 DL0042_MARK LOGO: CGS
 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             CGS
 DL0042  HISTORY     - 1964     GOOD             CGS
 DL0042  HISTORY     - 20130627 MARK NOT FOUND   ARHD
 DL0042
 DL0042                          STATION DESCRIPTION
 DL0042
 DL0042'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1964
 DL0042'RECOVERED IN GOOD CONDITION.
 DL0042
 DL0042                          STATION RECOVERY (2013)
 DL0042
 DL0042'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (JDH)
 DL0042'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0168 ***********************************************************************
 DL0168  DESIGNATION -  H 92
 DL0168  PID         -  DL0168
 DL0168  STATE/COUNTY-  AR/BRADLEY
 DL0168  COUNTRY     -  US
 DL0168  USGS QUAD   -  VICK (2017)
 DL0168
 DL0168                         *CURRENT SURVEY CONTROL
 DL0168  ______________________________________________________________________
 DL0168* NAD 83(1986) POSITION- 33 16 47.     (N) 092 03 47.     (W)   SCALED
 DL0168* NAVD 88 ORTHO HEIGHT -    26.978 (meters)       88.51  (feet) ADJUSTED
 DL0168  ______________________________________________________________________
 DL0168  GEOID HEIGHT    -        -25.928 (meters)                     GEOID18
 DL0168  DYNAMIC HEIGHT  -         26.949 (meters)       88.42  (feet) COMP
 DL0168  MODELED GRAVITY -    979,582.9   (mgal)                       NAVD 88
 DL0168
 DL0168  VERT ORDER      -  SECOND    CLASS 0
 DL0168
 DL0168.The horizontal coordinates were scaled from a map and have
 DL0168.an estimated accuracy of +/- 6 seconds.
 DL0168
 DL0168.The orthometric height was determined by differential leveling and
 DL0168.adjusted by the NATIONAL GEODETIC SURVEY
 DL0168.in June 1991.
 DL0168
 DL0168.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0168.GEOID18 height accuracy estimate available here.
 DL0168
 DL0168.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS872826(NAD 83)
 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
 DL0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0168.See file dsdata.pdf to determine how the superseded data were derived.
 DL0168
 DL0168_MARKER: DB = BENCH MARK DISK
 DL0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0168_STAMPING: H 92 1935
 DL0168_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1502 ***********************************************************************
 FG1502  DESIGNATION -  H 93
 FG1502  PID         -  FG1502
 FG1502  STATE/COUNTY-  AR/FRANKLIN
 FG1502  COUNTRY     -  US
 FG1502  USGS QUAD   -  CRAVENS (2017)
 FG1502
 FG1502                         *CURRENT SURVEY CONTROL
 FG1502  ______________________________________________________________________
 FG1502* NAD 83(1986) POSITION- 35 36 07.     (N) 093 52 38.     (W)   SCALED
 FG1502* NAVD 88 ORTHO HEIGHT -   283.430 (meters)      929.89  (feet) ADJUSTED
 FG1502  ______________________________________________________________________
 FG1502  GEOID HEIGHT    -        -28.822 (meters)                     GEOID18
 FG1502  DYNAMIC HEIGHT  -        283.167 (meters)      929.02  (feet) COMP
 FG1502  MODELED GRAVITY -    979,697.5   (mgal)                       NAVD 88
 FG1502
 FG1502  VERT ORDER      -  SECOND    CLASS 0
 FG1502
 FG1502.The horizontal coordinates were scaled from a map and have
 FG1502.an estimated accuracy of +/- 6 seconds.
 FG1502
 FG1502.The orthometric height was determined by differential leveling and
 FG1502.adjusted by the NATIONAL GEODETIC SURVEY
 FG1502.in June 1991.
 FG1502
 FG1502.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1502.GEOID18 height accuracy estimate available here.
 FG1502
 FG1502.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV205401(NAD 83)
 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
 FG1502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1502.See file dsdata.pdf to determine how the superseded data were derived.
 FG1502
 FG1502_MARKER: DB = BENCH MARK DISK
 FG1502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1502_STAMPING: H 93 1935
 FG1502_MARK LOGO: CGS
 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             CGS
 FG1502  HISTORY     - 1972     MARK NOT FOUND   NGS
 FG1502
 FG1502                          STATION DESCRIPTION
 FG1502
 FG1502'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG1411 ***********************************************************************
 FG1411  DESIGNATION -  H 94
 FG1411  PID         -  FG1411
 FG1411  STATE/COUNTY-  AR/JOHNSON
 FG1411  COUNTRY     -  US
 FG1411  USGS QUAD   -  HUNT (2017)
 FG1411
 FG1411                         *CURRENT SURVEY CONTROL
 FG1411  ______________________________________________________________________
 FG1411* NAD 83(1986) POSITION- 35 33 00.     (N) 093 38 32.     (W)   SCALED
 FG1411* NAVD 88 ORTHO HEIGHT -   203.459 (meters)      667.52  (feet) ADJUSTED
 FG1411  ______________________________________________________________________
 FG1411  GEOID HEIGHT    -        -28.885 (meters)                     GEOID18
 FG1411  DYNAMIC HEIGHT  -        203.269 (meters)      666.89  (feet) COMP
 FG1411  MODELED GRAVITY -    979,696.1   (mgal)                       NAVD 88
 FG1411
 FG1411  VERT ORDER      -  SECOND    CLASS 0
 FG1411
 FG1411.The horizontal coordinates were scaled from a map and have
 FG1411.an estimated accuracy of +/- 6 seconds.
 FG1411
 FG1411.The orthometric height was determined by differential leveling and
 FG1411.adjusted by the NATIONAL GEODETIC SURVEY
 FG1411.in June 1991.
 FG1411
 FG1411.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1411.GEOID18 height accuracy estimate available here.
 FG1411
 FG1411.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV417342(NAD 83)
 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
 FG1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1411.See file dsdata.pdf to determine how the superseded data were derived.
 FG1411
 FG1411_MARKER: DB = BENCH MARK DISK
 FG1411_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG1411_STAMPING: H 94 1935
 FG1411_MARK LOGO: CGS
 FG1411_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1477 ***********************************************************************
 FG1477  DESIGNATION -  H 95
 FG1477  PID         -  FG1477
 FG1477  STATE/COUNTY-  AR/JOHNSON
 FG1477  COUNTRY     -  US
 FG1477  USGS QUAD   -  HARMONY (2017)
 FG1477
 FG1477                         *CURRENT SURVEY CONTROL
 FG1477  ______________________________________________________________________
 FG1477* NAD 83(1986) POSITION- 35 36 53.84   (N) 093 35 09.25   (W)   HD_HELD1
 FG1477* NAVD 88 ORTHO HEIGHT -   540.810 (meters)     1774.31  (feet) ADJUSTED
 FG1477  ______________________________________________________________________
 FG1477  GEOID HEIGHT    -        -28.542 (meters)                     GEOID18
 FG1477  DYNAMIC HEIGHT  -        540.283 (meters)     1772.58  (feet) COMP
 FG1477  MODELED GRAVITY -    979,641.2   (mgal)                       NAVD 88
 FG1477
 FG1477  VERT ORDER      -  SECOND    CLASS 0
 FG1477
 FG1477.The horizontal coordinates were determined by differentially corrected
 FG1477.hand held GPS observations or other comparable positioning techniques
 FG1477.and have an estimated accuracy of +/- 3 meters.
 FG1477
 FG1477.The orthometric height was determined by differential leveling and
 FG1477.adjusted by the NATIONAL GEODETIC SURVEY
 FG1477.in June 1991.
 FG1477
 FG1477.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1477.GEOID18 height accuracy estimate available here.
 FG1477
 FG1477.Click photographs - Photos may exist for this station.
 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     -   143,342.2     256,332.7     MT  (+/- 3 meters HH1 GPS) 
 FG1477
 FG1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV4693841400(NAD 83)
 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
 FG1477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1477.See file dsdata.pdf to determine how the superseded data were derived.
 FG1477
 FG1477_MARKER: DB = BENCH MARK DISK
 FG1477_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG1477_STAMPING: H 95 1935
 FG1477_MARK LOGO: CGS
 FG1477_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG1477
 FG1477  HISTORY     - Date     Condition        Report By
 FG1477  HISTORY     - 1935     MONUMENTED       CGS
 FG1477
 FG1477                          STATION DESCRIPTION
 FG1477
 FG1477'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0370 ***********************************************************************
 EJ0370  DESIGNATION -  H 96
 EJ0370  PID         -  EJ0370
 EJ0370  STATE/COUNTY-  AR/SALINE
 EJ0370  COUNTRY     -  US
 EJ0370  USGS QUAD   -  BRYANT (2017)
 EJ0370
 EJ0370                         *CURRENT SURVEY CONTROL
 EJ0370  ______________________________________________________________________
 EJ0370* NAD 83(1986) POSITION- 34 32 05.     (N) 092 26 35.     (W)   SCALED
 EJ0370* NAVD 88 ORTHO HEIGHT -   102.464 (meters)      336.17  (feet) ADJUSTED
 EJ0370  ______________________________________________________________________
 EJ0370  GEOID HEIGHT    -        -26.305 (meters)                     GEOID18
 EJ0370  DYNAMIC HEIGHT  -        102.366 (meters)      335.85  (feet) COMP
 EJ0370  MODELED GRAVITY -    979,678.8   (mgal)                       NAVD 88
 EJ0370
 EJ0370  VERT ORDER      -  SECOND    CLASS 0
 EJ0370
 EJ0370.The horizontal coordinates were scaled from a map and have
 EJ0370.an estimated accuracy of +/- 6 seconds.
 EJ0370
 EJ0370.The orthometric height was determined by differential leveling and
 EJ0370.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0370.in June 1991.
 EJ0370
 EJ0370.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0370.GEOID18 height accuracy estimate available here.
 EJ0370
 EJ0370.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU511215(NAD 83)
 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
 EJ0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0370.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0370
 EJ0370_MARKER: DB = BENCH MARK DISK
 EJ0370_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0370_STAMPING: H 96 1935
 EJ0370_MARK LOGO: CGS
 EJ0370_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0370
 EJ0370  HISTORY     - Date     Condition        Report By
 EJ0370  HISTORY     - 1935     MONUMENTED       CGS
 EJ0370  HISTORY     - 1941     GOOD             CGS
 EJ0370  HISTORY     - 19841203 MARK NOT FOUND   USGS
 EJ0370  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0370
 EJ0370                          STATION DESCRIPTION
 EJ0370
 EJ0370'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0503 ***********************************************************************
 EJ0503  DESIGNATION -  H 97
 EJ0503  PID         -  EJ0503
 EJ0503  STATE/COUNTY-  AR/JEFFERSON
 EJ0503  COUNTRY     -  US
 EJ0503  USGS QUAD   -  REDFIELD (2017)
 EJ0503
 EJ0503                         *CURRENT SURVEY CONTROL
 EJ0503  ______________________________________________________________________
 EJ0503* NAD 83(1986) POSITION- 34 24 36.     (N) 092 10 17.     (W)   SCALED
 EJ0503* NAVD 88 ORTHO HEIGHT -   102.868 (meters)      337.49  (feet) ADJUSTED
 EJ0503  ______________________________________________________________________
 EJ0503  GEOID HEIGHT    -        -26.063 (meters)                     GEOID18
 EJ0503  DYNAMIC HEIGHT  -        102.771 (meters)      337.17  (feet) COMP
 EJ0503  MODELED GRAVITY -    979,684.3   (mgal)                       NAVD 88
 EJ0503
 EJ0503  VERT ORDER      -  FIRST     CLASS II
 EJ0503
 EJ0503.The horizontal coordinates were scaled from a map and have
 EJ0503.an estimated accuracy of +/- 6 seconds.
 EJ0503
 EJ0503.The orthometric height was determined by differential leveling and
 EJ0503.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0503.in June 1991.
 EJ0503
 EJ0503.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0503.GEOID18 height accuracy estimate available here.
 EJ0503
 EJ0503.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU761079(NAD 83)
 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
 EJ0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0503.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0503
 EJ0503_MARKER: DB = BENCH MARK DISK
 EJ0503_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0503_STAMPING: H 97 1935
 EJ0503_MARK LOGO: CGS
 EJ0503_PROJECTION: PROJECTING 10 CENTIMETERS
 EJ0503_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0503
 EJ0503  HISTORY     - Date     Condition        Report By
 EJ0503  HISTORY     - 1935     MONUMENTED       CGS
 EJ0503  HISTORY     - 1940     GOOD             CGS
 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0220 ***********************************************************************
 EJ0220  DESIGNATION -  H 98
 EJ0220  PID         -  EJ0220
 EJ0220  STATE/COUNTY-  AR/PULASKI
 EJ0220  COUNTRY     -  US
 EJ0220  USGS QUAD   -  ALEXANDER (2017)
 EJ0220
 EJ0220                         *CURRENT SURVEY CONTROL
 EJ0220  ______________________________________________________________________
 EJ0220* NAD 83(1986) POSITION- 34 44 38.     (N) 092 25 21.     (W)   SCALED
 EJ0220* NAVD 88 ORTHO HEIGHT -   147.248 (meters)      483.10  (feet) ADJUSTED
 EJ0220  ______________________________________________________________________
 EJ0220  GEOID HEIGHT    -        -26.701 (meters)                     GEOID18
 EJ0220  DYNAMIC HEIGHT  -        147.111 (meters)      482.65  (feet) COMP
 EJ0220  MODELED GRAVITY -    979,704.7   (mgal)                       NAVD 88
 EJ0220
 EJ0220  VERT ORDER      -  SECOND    CLASS 0
 EJ0220
 EJ0220.The horizontal coordinates were scaled from a map and have
 EJ0220.an estimated accuracy of +/- 6 seconds.
 EJ0220
 EJ0220.The orthometric height was determined by differential leveling and
 EJ0220.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0220.in June 1991.
 EJ0220
 EJ0220.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0220.GEOID18 height accuracy estimate available here.
 EJ0220
 EJ0220.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU528447(NAD 83)
 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
 EJ0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0220.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0220
 EJ0220_MARKER: DB = BENCH MARK DISK
 EJ0220_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0220_STAMPING: H 98 1935
 EJ0220_MARK LOGO: CGS
 EJ0220_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0220
 EJ0220  HISTORY     - Date     Condition        Report By
 EJ0220  HISTORY     - 1935     MONUMENTED       CGS
 EJ0220  HISTORY     - 1960     MARK NOT FOUND   CGS
 EJ0220
 EJ0220                          STATION DESCRIPTION
 EJ0220
 EJ0220'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0903 ***********************************************************************
 EJ0903  DESIGNATION -  H 99
 EJ0903  PID         -  EJ0903
 EJ0903  STATE/COUNTY-  AR/PULASKI
 EJ0903  COUNTRY     -  US
 EJ0903  USGS QUAD   -  FERNDALE (2017)
 EJ0903
 EJ0903                         *CURRENT SURVEY CONTROL
 EJ0903  ______________________________________________________________________
 EJ0903* NAD 83(1986) POSITION- 34 48 22.97   (N) 092 31 33.15   (W)   HD_HELD1
 EJ0903* NAVD 88 ORTHO HEIGHT -    93.939 (meters)      308.20  (feet) ADJUSTED
 EJ0903  ______________________________________________________________________
 EJ0903  GEOID HEIGHT    -        -27.102 (meters)                     GEOID18
 EJ0903  DYNAMIC HEIGHT  -         93.850 (meters)      307.91  (feet) COMP
 EJ0903  MODELED GRAVITY -    979,688.2   (mgal)                       NAVD 88
 EJ0903
 EJ0903  VERT ORDER      -  SECOND    CLASS 0
 EJ0903
 EJ0903.The horizontal coordinates were determined by differentially corrected
 EJ0903.hand held GPS observations or other comparable positioning techniques
 EJ0903.and have an estimated accuracy of +/- 3 meters.
 EJ0903
 EJ0903.The orthometric height was determined by differential leveling and
 EJ0903.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0903.in June 1991.
 EJ0903
 EJ0903.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0903.GEOID18 height accuracy estimate available here.
 EJ0903
 EJ0903.Click photographs - Photos may exist for this station.
 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     -   637,453.2     351,880.8     MT  (+/- 3 meters HH1 GPS) 
 EJ0903
 EJ0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU4336651674(NAD 83)
 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
 EJ0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0903.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0903
 EJ0903_MARKER: DB = BENCH MARK DISK
 EJ0903_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EJ0903_SP_SET: ABUTMENT
 EJ0903_STAMPING: H 99 1935
 EJ0903_MARK LOGO: CGS
 EJ0903_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ0903
 EJ0903  HISTORY     - Date     Condition        Report By
 EJ0903  HISTORY     - 1935     MONUMENTED       CGS
 EJ0903  HISTORY     - 1940     GOOD             CGS
 EJ0903
 EJ0903                          STATION DESCRIPTION
 EJ0903
 EJ0903'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 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  COUNTRY     -  US
 GG0955  USGS QUAD   -  SONORA (2017)
 GG0955
 GG0955                         *CURRENT SURVEY CONTROL
 GG0955  ______________________________________________________________________
 GG0955* NAD 83(2011) POSITION- 36 11 00.42938(N) 094 07 07.07891(W)   ADJUSTED
 GG0955* NAD 83(2011) ELLIP HT-   379.322 (meters)        (06/27/12)   ADJUSTED
 GG0955* NAD 83(2011) EPOCH   -  2010.00
 GG0955* NAVD 88 ORTHO HEIGHT -   407.38  (meters)     1336.5   (feet) LEVELING
 GG0955  ______________________________________________________________________
 GG0955  GEOID HEIGHT    -        -28.067 (meters)                     GEOID18
 GG0955  NAD 83(2011) X  -   -370,192.165 (meters)                     COMP
 GG0955  NAD 83(2011) Y  - -5,141,002.497 (meters)                     COMP
 GG0955  NAD 83(2011) Z  -  3,744,864.808 (meters)                     COMP
 GG0955  LAPLACE CORR    -          0.77  (seconds)                    DEFLEC18
 GG0955  VERT ORDER      -  THIRD ?
 GG0955
 GG0955  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GG0955  Standards:
 GG0955         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GG0955            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GG0955  -------------------------------------------------------------------
 GG0955  NETWORK    0.91   2.14           0.42   0.30   1.09      0.05659646
 GG0955  -------------------------------------------------------------------
 GG0955  Click here for local accuracies and other accuracy information.
 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 June 2012.
 GG0955
 GG0955.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GG0955.been affixed to the stable North American tectonic plate. See 
 GG0955.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GG0955
 GG0955.The horizontal coordinates are valid at the epoch date displayed above
 GG0955.which is a decimal equivalence of Year/Month/Day.
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0955.GEOID18 height accuracy estimate available here.
 GG0955
 GG0955.Click photographs - Photos may exist for this station.
 GG0955
 GG0955.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GG0955
 GG0955.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0955
 GG0955.The ellipsoidal height was determined by GPS observations
 GG0955.and is referenced to NAD 83.
 GG0955
 GG0955. The following values were computed from the NAD 83(2011) position.
 GG0955
 GG0955;                    North         East     Units Scale Factor Converg.
 GG0955;SPC AR N     -   207,311.372   209,436.149   MT  0.99999052   -1 13 58.2
 GG0955;SPC AR N     -   680,154.06    687,125.10   sFT  0.99999052   -1 13 58.2
 GG0955;UTM  15      - 4,004,876.087   399,412.334   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  =   0.99966515
 GG0955
 GG0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA9941204876(NAD 83)
 GG0955
 GG0955                          SUPERSEDED SURVEY CONTROL
 GG0955
 GG0955  NAD 83(2007)-  36 11 00.42937(N)    094 07 07.07972(W) AD(2002.00) 0
 GG0955  ELLIP H (02/10/07)  379.340  (m)                       GP(2002.00)    
 GG0955  ELLIP H (09/21/01)  379.349  (m)                       GP(       ) 4 2
 GG0955  NAD 83(1997)-  36 11 00.42928(N)    094 07 07.07985(W) AD(       ) B
 GG0955  ELLIP H (09/19/97)  379.361  (m)                       GP(       ) 4 1
 GG0955  NAD 83(1993)-  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  NAVD 88 (05/24/93)  407.23   (m)  GEOID93  model used  GPS OBS        
 GG0955  NGVD 29             407.26   (m)         1336.2    (f) LEVELING    3  
 GG0955
 GG0955.Superseded values are not recommended for survey control.
 GG0955
 GG0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0955.See file dsdata.pdf to determine how the superseded data were derived.
 GG0955
 GG0955_MARKER: DD = SURVEY DISK
 GG0955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0955_STAMPING: H37 A 1984
 GG0955_MARK LOGO: NOS
 GG0955_PROJECTION: FLUSH
 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 - February 12, 2020
 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  HISTORY     - 20100726 GOOD             AIRDAT
 GG0955  HISTORY     - 20150118 GOOD             AEROTE
 GG0955  HISTORY     - 20200212 GOOD             ARHD
 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.
 GG0955
 GG0955                          STATION RECOVERY (2010)
 GG0955
 GG0955'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2010 (JJH)
 GG0955'RECOVERED IN GOOD CONDITION.
 GG0955
 GG0955                          STATION RECOVERY (2015)
 GG0955
 GG0955'RECOVERY NOTE BY AEROTEC 2015 (CG)
 GG0955'RECOVERED IN GOOD CONDITION.
 GG0955
 GG0955                          STATION RECOVERY (2020)
 GG0955
 GG0955'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2020 (BAB)
 GG0955'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GG0954 ***********************************************************************
 GG0954  SACS        -  This is a Secondary Airport Control Station.
 GG0954  DESIGNATION -  H37 B
 GG0954  PID         -  GG0954
 GG0954  STATE/COUNTY-  AR/WASHINGTON
 GG0954  COUNTRY     -  US
 GG0954  USGS QUAD   -  SONORA (2017)
 GG0954
 GG0954                         *CURRENT SURVEY CONTROL
 GG0954  ______________________________________________________________________
 GG0954* NAD 83(2011) POSITION- 36 10 17.83684(N) 094 07 13.74679(W)   ADJUSTED
 GG0954* NAD 83(2011) ELLIP HT-   383.382 (meters)        (06/27/12)   ADJUSTED
 GG0954* NAD 83(2011) EPOCH   -  2010.00
 GG0954* NAVD 88 ORTHO HEIGHT -   411.44  (meters)     1349.9   (feet) GPS OBS
 GG0954  ______________________________________________________________________
 GG0954  NAVD 88 orthometric height was determined with geoid model    GEOID96
 GG0954  GEOID HEIGHT    -        -27.967 (meters)                     GEOID96
 GG0954  GEOID HEIGHT    -        -28.065 (meters)                     GEOID18
 GG0954  NAD 83(2011) X  -   -370,414.278 (meters)                     COMP
 GG0954  NAD 83(2011) Y  - -5,141,766.785 (meters)                     COMP
 GG0954  NAD 83(2011) Z  -  3,743,807.440 (meters)                     COMP
 GG0954  LAPLACE CORR    -          0.64  (seconds)                    DEFLEC18
 GG0954
 GG0954  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GG0954  Standards:
 GG0954         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GG0954            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GG0954  -------------------------------------------------------------------
 GG0954  NETWORK    0.91   2.14           0.42   0.30   1.09      0.05131140
 GG0954  -------------------------------------------------------------------
 GG0954  Click here for local accuracies and other accuracy information.
 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 June 2012.
 GG0954
 GG0954.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GG0954.been affixed to the stable North American tectonic plate. See 
 GG0954.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GG0954
 GG0954.The horizontal coordinates are valid at the epoch date displayed above
 GG0954.which is a decimal equivalence of Year/Month/Day.
 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 published vertical control network.
 GG0954
 GG0954.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0954.GEOID18 height accuracy estimate available here.
 GG0954
 GG0954.Click photographs - Photos may exist for this station.
 GG0954
 GG0954.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GG0954
 GG0954.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0954
 GG0954.The ellipsoidal height was determined by GPS observations
 GG0954.and is referenced to NAD 83.
 GG0954
 GG0954. The following values were computed from the NAD 83(2011) position.
 GG0954
 GG0954;                    North         East     Units Scale Factor Converg.
 GG0954;SPC AR N     -   206,002.452   209,241.307   MT  0.99998838   -1 14 02.1
 GG0954;SPC AR N     -   675,859.71    686,485.85   sFT  0.99998838   -1 14 02.1
 GG0954;UTM  15      - 4,003,565.633   399,230.626   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA9923003565(NAD 83)
 GG0954
 GG0954                          SUPERSEDED SURVEY CONTROL
 GG0954
 GG0954  NAD 83(2007)-  36 10 17.83683(N)    094 07 13.74760(W) AD(2002.00) 0
 GG0954  ELLIP H (02/10/07)  383.401  (m)                       GP(2002.00)    
 GG0954  ELLIP H (12/05/01)  383.408  (m)                       GP(       ) 4 1
 GG0954  NAD 83(1997)-  36 10 17.83691(N)    094 07 13.74729(W) AD(       ) 1
 GG0954  ELLIP H (09/14/99)  383.347  (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)  383.421  (m)                       GP(       ) 4 2
 GG0954  NAD 83(1993)-  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  NAVD 88 (05/24/93)  411.28   (m)  GEOID93  model used  GPS OBS        
 GG0954  NGVD 29             411.32   (m)         1349.5    (f) LEVELING    3  
 GG0954
 GG0954.Superseded values are not recommended for survey control.
 GG0954
 GG0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0954.See file dsdata.pdf to determine how the superseded data were derived.
 GG0954
 GG0954_MARKER: DD = SURVEY DISK
 GG0954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 - July 26, 2010
 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  HISTORY     - 20100726 GOOD             AIRDAT
 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.
 GG0954
 GG0954                          STATION RECOVERY (2010)
 GG0954
 GG0954'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2010 (JJH)
 GG0954'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GG0953 ***********************************************************************
 GG0953  SACS        -  This is a Secondary Airport Control Station.
 GG0953  DESIGNATION -  H37 C
 GG0953  PID         -  GG0953
 GG0953  STATE/COUNTY-  AR/WASHINGTON
 GG0953  COUNTRY     -  US
 GG0953  USGS QUAD   -  SONORA (2017)
 GG0953
 GG0953                         *CURRENT SURVEY CONTROL
 GG0953  ______________________________________________________________________
 GG0953* NAD 83(2011) POSITION- 36 10 36.55667(N) 094 07 04.41456(W)   ADJUSTED
 GG0953* NAD 83(2011) ELLIP HT-   381.190 (meters)        (06/27/12)   ADJUSTED
 GG0953* NAD 83(2011) EPOCH   -  2010.00
 GG0953* NAVD 88 ORTHO HEIGHT -   409.25  (meters)     1342.7   (feet) GPS OBS
 GG0953  ______________________________________________________________________
 GG0953  NAVD 88 orthometric height was determined with an earlier geoid model
 GG0953  GEOID HEIGHT    -        -28.065 (meters)                     GEOID18
 GG0953  NAD 83(2011) X  -   -370,157.060 (meters)                     COMP
 GG0953  NAD 83(2011) Y  - -5,141,442.063 (meters)                     COMP
 GG0953  NAD 83(2011) Z  -  3,744,271.943 (meters)                     COMP
 GG0953  LAPLACE CORR    -          0.69  (seconds)                    DEFLEC18
 GG0953
 GG0953  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GG0953  Standards:
 GG0953         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GG0953            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GG0953  -------------------------------------------------------------------
 GG0953  NETWORK    0.91   2.14           0.42   0.30   1.09      0.05157762
 GG0953  -------------------------------------------------------------------
 GG0953  Click here for local accuracies and other accuracy information.
 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 June 2012.
 GG0953
 GG0953.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GG0953.been affixed to the stable North American tectonic plate. See 
 GG0953.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GG0953
 GG0953.The horizontal coordinates are valid at the epoch date displayed above
 GG0953.which is a decimal equivalence of Year/Month/Day.
 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 published vertical control network.
 GG0953
 GG0953.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0953.GEOID18 height accuracy estimate available here.
 GG0953
 GG0953.Click photographs - Photos may exist for this station.
 GG0953
 GG0953.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GG0953
 GG0953.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0953
 GG0953.The ellipsoidal height was determined by GPS observations
 GG0953.and is referenced to NAD 83.
 GG0953
 GG0953. The following values were computed from the NAD 83(2011) position.
 GG0953
 GG0953;                    North         East     Units Scale Factor Converg.
 GG0953;SPC AR N     -   206,574.292   209,486.882   MT  0.99998932   -1 13 56.6
 GG0953;SPC AR N     -   677,735.82    687,291.55   sFT  0.99998932   -1 13 56.6
 GG0953;UTM  15      - 4,004,139.746   399,470.413   MT  0.99972452   -0 39 35.7
 GG0953
 GG0953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0953!SPC AR N     -   0.99994018  x   0.99998932  =   0.99992950
 GG0953!UTM  15      -   0.99994018  x   0.99972452  =   0.99966471
 GG0953
 GG0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA9947004139(NAD 83)
 GG0953
 GG0953                          SUPERSEDED SURVEY CONTROL
 GG0953
 GG0953  NAD 83(2007)-  36 10 36.55666(N)    094 07 04.41538(W) AD(2002.00) 0
 GG0953  ELLIP H (02/10/07)  381.208  (m)                       GP(2002.00)    
 GG0953  ELLIP H (12/05/01)  381.222  (m)                       GP(       ) 4 1
 GG0953  NAD 83(1997)-  36 10 36.55742(N)    094 07 04.41516(W) AD(       ) 1
 GG0953  ELLIP H (09/14/99)  381.183  (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)  381.229  (m)                       GP(       ) 4 2
 GG0953  NAD 83(1993)-  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  NAVD 88 (05/24/93)  409.09   (m)  GEOID93  model used  GPS OBS        
 GG0953  NGVD 29 (10/25/93)  409.06   (m)  UNKNOWN  model used  GPS OBS        
 GG0953
 GG0953.Superseded values are not recommended for survey control.
 GG0953
 GG0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0953.See file dsdata.pdf to determine how the superseded data were derived.
 GG0953
 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 - July 26, 2010
 GG0953
 GG0953  HISTORY     - Date     Condition        Report By
 GG0953  HISTORY     - 1992     MONUMENTED       NOS
 GG0953  HISTORY     - 19990505 GOOD             NGS
 GG0953  HISTORY     - 20100726 GOOD             AIRDAT
 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.
 GG0953
 GG0953                          STATION RECOVERY (2010)
 GG0953
 GG0953'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2010 (JJH)
 GG0953'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH2395 ***********************************************************************
 EH2395  DESIGNATION -  HAD
 EH2395  PID         -  EH2395
 EH2395  STATE/COUNTY-  AR/LONOKE
 EH2395  COUNTRY     -  US
 EH2395  USGS QUAD   -  ENGLAND (2017)
 EH2395
 EH2395                         *CURRENT SURVEY CONTROL
 EH2395  ______________________________________________________________________
 EH2395* NAD 83(1986) POSITION- 34 33 24.     (N) 091 58 36.     (W)   SCALED
 EH2395* NAVD 88 ORTHO HEIGHT -    68.189 (meters)      223.72  (feet) ADJUSTED
 EH2395  ______________________________________________________________________
 EH2395  GEOID HEIGHT    -        -26.315 (meters)                     GEOID18
 EH2395  DYNAMIC HEIGHT  -         68.125 (meters)      223.51  (feet) COMP
 EH2395  MODELED GRAVITY -    979,696.2   (mgal)                       NAVD 88
 EH2395
 EH2395  VERT ORDER      -  SECOND    CLASS 0
 EH2395
 EH2395.The horizontal coordinates were scaled from a map and have
 EH2395.an estimated accuracy of +/- 6 seconds.
 EH2395
 EH2395.The orthometric height was determined by differential leveling and
 EH2395.adjusted by the NATIONAL GEODETIC SURVEY
 EH2395.in June 1991.
 EH2395
 EH2395.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2395.GEOID18 height accuracy estimate available here.
 EH2395
 EH2395.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU938243(NAD 83)
 EH2395
 EH2395                          SUPERSEDED SURVEY CONTROL
 EH2395
 EH2395  NGVD 29 (11/26/84)   68.230  (m)          223.85   (f) ADJUSTED    2 0
 EH2395
 EH2395.Superseded values are not recommended for survey control.
 EH2395
 EH2395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2395.See file dsdata.pdf to determine how the superseded data were derived.
 EH2395
 EH2395_MARKER: DD = SURVEY DISK
 EH2395_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EH2395_STAMPING: HAD 1934
 EH2395_MARK LOGO: CGS+SS
 EH2395_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FF2054 ***********************************************************************
 FF2054  DESIGNATION -  HAEFER
 FF2054  PID         -  FF2054
 FF2054  STATE/COUNTY-  AR/CRITTENDEN
 FF2054  COUNTRY     -  US
 FF2054  USGS QUAD   -  HEAFER (2017)
 FF2054
 FF2054                         *CURRENT SURVEY CONTROL
 FF2054  ______________________________________________________________________
 FF2054* NAD 83(1997) POSITION- 35 21 55.77924(N) 090 18 21.66890(W)   ADJUSTED
 FF2054* NAVD 88 ORTHO HEIGHT -    66.    (meters)      217.    (feet) SCALED
 FF2054  ______________________________________________________________________
 FF2054  GEOID HEIGHT    -        -27.496 (meters)                     GEOID18
 FF2054  LAPLACE CORR    -          0.23  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF2054.GEOID18 height accuracy estimate available here.
 FF2054
 FF2054.Click photographs - Photos may exist for this station.
 FF2054
 FF2054.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF2054
 FF2054. The following values were computed from the NAD 83(1997) position.
 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     -  HAEFER AZ MK                             356 57 05.8
 FF2054:UTM  15      -  HAEFER AZ MK                             356 22 38.3
 FF2054
 FF2054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV4476216908(NAD 83)
 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(1995)-  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
 FF2054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2054.See file dsdata.pdf to determine how the superseded data were derived.
 FF2054
 FF2054_MARKER: DS = TRIANGULATION STATION DISK
 FF2054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2054_STAMPING: HAEFER 1954
 FF2054_MARK LOGO: CGS
 FF2054_PROJECTION: FLUSH
 FF2054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF2054+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2265 ***********************************************************************
 EH2265  DESIGNATION -  HAF
 EH2265  PID         -  EH2265
 EH2265  STATE/COUNTY-  AR/LONOKE
 EH2265  COUNTRY     -  US
 EH2265  USGS QUAD   -  HUMNOKE (2017)
 EH2265
 EH2265                         *CURRENT SURVEY CONTROL
 EH2265  ______________________________________________________________________
 EH2265* NAD 83(1986) POSITION- 34 32 36.     (N) 091 49 50.     (W)   SCALED
 EH2265* NAVD 88 ORTHO HEIGHT -    62.182 (meters)      204.01  (feet) POSTED
 EH2265  ______________________________________________________________________
 EH2265  GEOID HEIGHT    -        -26.411 (meters)                     GEOID18
 EH2265  DYNAMIC HEIGHT  -         62.12  (meters)      203.8   (feet) COMP
 EH2265  MODELED GRAVITY -    979,689.8   (mgal)                       NAVD 88
 EH2265
 EH2265  VERT ORDER      -  * POSTED, SEE BELOW
 EH2265
 EH2265.The horizontal coordinates were scaled from a 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
 EH2265.* This is a POSTED BENCH MARK height.
 EH2265
 EH2265.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2265.GEOID18 height accuracy estimate available here.
 EH2265
 EH2265.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU073230(NAD 83)
 EH2265
 EH2265                          SUPERSEDED SURVEY CONTROL
 EH2265
 EH2265  NGVD 29 (11/26/84)   62.209  (m)          204.10   (f) ADJUSTED    2 0
 EH2265
 EH2265.Superseded values are not recommended for survey control.
 EH2265
 EH2265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2265.See file dsdata.pdf to determine how the superseded data were derived.
 EH2265
 EH2265_MARKER: DD = SURVEY DISK
 EH2265_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EH2265_STAMPING: HAF 1936
 EH2265_MARK LOGO: CGS+SS
 EH2265_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2399 ***********************************************************************
 EH2399  DESIGNATION -  HAG
 EH2399  PID         -  EH2399
 EH2399  STATE/COUNTY-  AR/LONOKE
 EH2399  COUNTRY     -  US
 EH2399  USGS QUAD   -  ENGLAND (2017)
 EH2399
 EH2399                         *CURRENT SURVEY CONTROL
 EH2399  ______________________________________________________________________
 EH2399* NAD 83(1986) POSITION- 34 32 25.     (N) 091 58 02.     (W)   SCALED
 EH2399* NAVD 88 ORTHO HEIGHT -    70.126 (meters)      230.07  (feet) POSTED
 EH2399  ______________________________________________________________________
 EH2399  GEOID HEIGHT    -        -26.299 (meters)                     GEOID18
 EH2399  DYNAMIC HEIGHT  -         70.06  (meters)      229.9   (feet) COMP
 EH2399  MODELED GRAVITY -    979,694.7   (mgal)                       NAVD 88
 EH2399
 EH2399  VERT ORDER      -  * POSTED, SEE BELOW
 EH2399
 EH2399.The horizontal coordinates were scaled from a 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
 EH2399.* This is a POSTED BENCH MARK height.
 EH2399
 EH2399.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2399.GEOID18 height accuracy estimate available here.
 EH2399
 EH2399.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU947225(NAD 83)
 EH2399
 EH2399                          SUPERSEDED SURVEY CONTROL
 EH2399
 EH2399  NGVD 29 (11/26/84)   70.164  (m)          230.20   (f) ADJUSTED    2 0
 EH2399
 EH2399.Superseded values are not recommended for survey control.
 EH2399
 EH2399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2399.See file dsdata.pdf to determine how the superseded data were derived.
 EH2399
 EH2399_MARKER: DD = SURVEY DISK
 EH2399_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EH2399_STAMPING: HAG 1934
 EH2399_MARK LOGO: CGS+SS
 EH2399_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1812 ***********************************************************************
 FG1812  DESIGNATION -  HAGARVILLE
 FG1812  PID         -  FG1812
 FG1812  STATE/COUNTY-  AR/JOHNSON
 FG1812  COUNTRY     -  US
 FG1812  USGS QUAD   -  HAGARVILLE (2017)
 FG1812
 FG1812                         *CURRENT SURVEY CONTROL
 FG1812  ______________________________________________________________________
 FG1812* NAD 83(1997) POSITION- 35 31 47.73870(N) 093 18 50.55217(W)   ADJUSTED
 FG1812* NAVD 88 ORTHO HEIGHT -   161.4   (meters)      530.    (feet) VERTCON3
 FG1812  ______________________________________________________________________
 FG1812  GEOID HEIGHT    -        -28.823 (meters)                     GEOID18
 FG1812  LAPLACE CORR    -          0.67  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1812.GEOID18 height accuracy estimate available here.
 FG1812
 FG1812.Click photographs - Photos may exist for this station.
 FG1812
 FG1812.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1812
 FG1812. The following values were computed from the NAD 83(1997) position.
 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     -   0.99997919  x   0.99993638  =   0.99991557
 FG1812!UTM  15      -   0.99997919  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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV7152931857(NAD 83)
 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(1993)-  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
 FG1812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1812.See file dsdata.pdf to determine how the superseded data were derived.
 FG1812
 FG1812_MARKER: DS = TRIANGULATION STATION DISK
 FG1812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1812_STAMPING: HAGARVILLE 1971
 FG1812_MARK LOGO: CGS
 FG1812_PROJECTION: FLUSH
 FG1812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1812+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2257 ***********************************************************************
 EH2257  DESIGNATION -  HAL
 EH2257  PID         -  EH2257
 EH2257  STATE/COUNTY-  AR/LONOKE
 EH2257  COUNTRY     -  US
 EH2257  USGS QUAD   -  ENGLAND (2017)
 EH2257
 EH2257                         *CURRENT SURVEY CONTROL
 EH2257  ______________________________________________________________________
 EH2257* NAD 83(1986) POSITION- 34 32 19.     (N) 091 57 16.     (W)   SCALED
 EH2257* NAVD 88 ORTHO HEIGHT -    69.350 (meters)      227.53  (feet) POSTED
 EH2257  ______________________________________________________________________
 EH2257  GEOID HEIGHT    -        -26.306 (meters)                     GEOID18
 EH2257  DYNAMIC HEIGHT  -         69.28  (meters)      227.3   (feet) COMP
 EH2257  MODELED GRAVITY -    979,694.1   (mgal)                       NAVD 88
 EH2257
 EH2257  VERT ORDER      -  * POSTED, SEE BELOW
 EH2257
 EH2257.The horizontal coordinates were scaled from a 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
 EH2257.* This is a POSTED BENCH MARK height.
 EH2257
 EH2257.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2257.GEOID18 height accuracy estimate available here.
 EH2257
 EH2257.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU959223(NAD 83)
 EH2257
 EH2257                          SUPERSEDED SURVEY CONTROL
 EH2257
 EH2257  NGVD 29 (11/26/84)   69.390  (m)          227.66   (f) ADJUSTED    2 0
 EH2257
 EH2257.Superseded values are not recommended for survey control.
 EH2257
 EH2257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2257.See file dsdata.pdf to determine how the superseded data were derived.
 EH2257
 EH2257_MARKER: DD = SURVEY DISK
 EH2257_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EH2257_STAMPING: H A L 1934
 EH2257_MARK LOGO: CGS+SS
 EH2257_PROJECTION: PROJECTING 3 CENTIMETERS
 EH2257_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 DK2006 ***********************************************************************
 DK2006  DESIGNATION -  HALLEY MUN TANK
 DK2006  PID         -  DK2006
 DK2006  STATE/COUNTY-  AR/CHICOT
 DK2006  COUNTRY     -  US
 DK2006  USGS QUAD   -  MCGEHEE SOUTH (2017)
 DK2006
 DK2006                         *CURRENT SURVEY CONTROL
 DK2006  ______________________________________________________________________
 DK2006* NAD 83(1997) POSITION- 33 33 12.30059(N) 091 23 08.16935(W)   ADJUSTED
 DK2006  ______________________________________________________________________
 DK2006  GEOID HEIGHT    -        -26.208 (meters)                     GEOID18
 DK2006  LAPLACE CORR    -         -2.55  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK2006.GEOID18 height accuracy estimate available here.
 DK2006
 DK2006.Click photographs - Photos may exist for this station.
 DK2006
 DK2006.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK2006
 DK2006. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT4986913808(NAD 83)
 DK2006
 DK2006                          SUPERSEDED SURVEY CONTROL
 DK2006
 DK2006  NAD 83(1993)-  33 33 12.30481(N)    091 23 08.16460(W) AD(       ) 3
 DK2006  NAD 83(1986)-  33 33 12.30864(N)    091 23 08.16424(W) AD(       ) 3
 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
 DK2006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2006.See file dsdata.pdf to determine how the superseded data were derived.
 DK2006
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0107 ***********************************************************************
 GE0107  DESIGNATION -  HALLIDAY
 GE0107  PID         -  GE0107
 GE0107  STATE/COUNTY-  AR/GREENE
 GE0107  COUNTRY     -  US
 GE0107  USGS QUAD   -  MARMADUKE (2017)
 GE0107
 GE0107                         *CURRENT SURVEY CONTROL
 GE0107  ______________________________________________________________________
 GE0107* NAD 83(1997) POSITION- 36 08 37.32770(N) 090 24 46.55825(W)   ADJUSTED
 GE0107* NAVD 88 ORTHO HEIGHT -    81.761 (meters)      268.24  (feet) ADJUSTED
 GE0107  ______________________________________________________________________
 GE0107  GEOID HEIGHT    -        -28.291 (meters)                     GEOID18
 GE0107  LAPLACE CORR    -         -0.30  (seconds)                    DEFLEC18
 GE0107  DYNAMIC HEIGHT  -         81.694 (meters)      268.02  (feet) COMP
 GE0107  MODELED GRAVITY -    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 and
 GE0107.adjusted by the NATIONAL GEODETIC SURVEY
 GE0107.in June 1991.
 GE0107
 GE0107.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0107.GEOID18 height accuracy estimate available here.
 GE0107
 GE0107.Click photographs - Photos may exist for this station.
 GE0107
 GE0107.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999161  x   0.99998351  =   0.99997512
 GE0107!SPC MO E     -   0.99999161  x   0.99993409  =   0.99992570
 GE0107!UTM  15      -   0.99999161  x   1.00026763  =   1.00025924
 GE0107
 GE0107:                Primary Azimuth Mark                     Grid Az
 GE0107:SPC AR N     -  FIRST                                    226 21 52.4
 GE0107:SPC MO E     -  FIRST                                    227 14 12.1
 GE0107:UTM  15      -  FIRST                                    225 45 41.3
 GE0107
 GE0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA3276602988(NAD 83)
 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  NGVD 29              81.75   (m)          268.2    (f) LEVELING    3  
 GE0107
 GE0107.Superseded values are not recommended for survey control.
 GE0107
 GE0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0107.See file dsdata.pdf to determine how the superseded data were derived.
 GE0107
 GE0107_MARKER: DS = TRIANGULATION STATION DISK
 GE0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0107_STAMPING: HALLIDAY 1953
 GE0107_MARK LOGO: CGS
 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             CGS
 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 GE0110 ***********************************************************************
 GE0110  DESIGNATION -  HALLIDAY AZ MK
 GE0110  PID         -  GE0110
 GE0110  STATE/COUNTY-  AR/GREENE
 GE0110  COUNTRY     -  US
 GE0110  USGS QUAD   -  MARMADUKE (2017)
 GE0110
 GE0110                         *CURRENT SURVEY CONTROL
 GE0110  ______________________________________________________________________
 GE0110* NAD 83(1986) POSITION- 36 08 28.     (N) 090 25 02.     (W)   SCALED
 GE0110* NAVD 88 ORTHO HEIGHT -    82.084 (meters)      269.30  (feet) ADJUSTED
 GE0110  ______________________________________________________________________
 GE0110  GEOID HEIGHT    -        -28.291 (meters)                     GEOID18
 GE0110  DYNAMIC HEIGHT  -         82.016 (meters)      269.08  (feet) COMP
 GE0110  MODELED GRAVITY -    979,811.7   (mgal)                       NAVD 88
 GE0110
 GE0110  VERT ORDER      -  FIRST     CLASS II
 GE0110
 GE0110.The horizontal coordinates were scaled from a map and have
 GE0110.an estimated accuracy of +/- 6 seconds.
 GE0110
 GE0110.The orthometric height was determined by differential leveling and
 GE0110.adjusted by the NATIONAL GEODETIC SURVEY
 GE0110.in June 1991.
 GE0110
 GE0110.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0110.GEOID18 height accuracy estimate available here.
 GE0110
 GE0110.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA323026(NAD 83)
 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
 GE0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0110.See file dsdata.pdf to determine how the superseded data were derived.
 GE0110
 GE0110_MARKER: DZ = AZIMUTH MARK DISK
 GE0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0110_STAMPING: HALLIDAY 1953
 GE0110_MARK LOGO: CGS
 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             CGS
 GE0110
 GE0110                          STATION DESCRIPTION
 GE0110
 GE0110'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 GE0108 ***********************************************************************
 GE0108  DESIGNATION -  HALLIDAY RM 1
 GE0108  PID         -  GE0108
 GE0108  STATE/COUNTY-  AR/GREENE
 GE0108  COUNTRY     -  US
 GE0108  USGS QUAD   -  MARMADUKE (2017)
 GE0108
 GE0108                         *CURRENT SURVEY CONTROL
 GE0108  ______________________________________________________________________
 GE0108* NAD 83(1986) POSITION- 36 08 36.63   (N) 090 24 45.75   (W)   HD_HELD1
 GE0108* NAVD 88 ORTHO HEIGHT -    81.528 (meters)      267.48  (feet) ADJUSTED
 GE0108  ______________________________________________________________________
 GE0108  GEOID HEIGHT    -        -28.291 (meters)                     GEOID18
 GE0108  DYNAMIC HEIGHT  -         81.461 (meters)      267.26  (feet) COMP
 GE0108  MODELED GRAVITY -    979,812.7   (mgal)                       NAVD 88
 GE0108
 GE0108  VERT ORDER      -  FIRST     CLASS II
 GE0108
 GE0108.The horizontal coordinates were determined by differentially corrected
 GE0108.hand held GPS observations or other comparable positioning techniques
 GE0108.and have an estimated accuracy of +/- 3 meters.
 GE0108
 GE0108.The orthometric height was determined by differential leveling and
 GE0108.adjusted by the NATIONAL GEODETIC SURVEY
 GE0108.in June 1991.
 GE0108
 GE0108.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0108.GEOID18 height accuracy estimate available here.
 GE0108
 GE0108.Click photographs - Photos may exist for this station.
 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     -   201,980.3     542,847.8     MT  (+/- 3 meters HH1 GPS) 
 GE0108
 GE0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA3278702967(NAD 83)
 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
 GE0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0108.See file dsdata.pdf to determine how the superseded data were derived.
 GE0108
 GE0108_MARKER: DR = REFERENCE MARK DISK
 GE0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0108_STAMPING: HALLIDAY NO 1 1953
 GE0108_MARK LOGO: CGS
 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             CGS
 GE0108
 GE0108                          STATION DESCRIPTION
 GE0108
 GE0108'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 GE0109 ***********************************************************************
 GE0109  DESIGNATION -  HALLIDAY RM 2
 GE0109  PID         -  GE0109
 GE0109  STATE/COUNTY-  AR/GREENE
 GE0109  COUNTRY     -  US
 GE0109  USGS QUAD   -  MARMADUKE (2017)
 GE0109
 GE0109                         *CURRENT SURVEY CONTROL
 GE0109  ______________________________________________________________________
 GE0109* NAD 83(1986) POSITION- 36 08 36.63   (N) 090 24 47.16   (W)   HD_HELD1
 GE0109* NAVD 88 ORTHO HEIGHT -    81.696 (meters)      268.03  (feet) ADJUSTED
 GE0109  ______________________________________________________________________
 GE0109  GEOID HEIGHT    -        -28.291 (meters)                     GEOID18
 GE0109  DYNAMIC HEIGHT  -         81.629 (meters)      267.81  (feet) COMP
 GE0109  MODELED GRAVITY -    979,812.7   (mgal)                       NAVD 88
 GE0109
 GE0109  VERT ORDER      -  FIRST     CLASS II
 GE0109
 GE0109.The horizontal coordinates were determined by differentially corrected
 GE0109.hand held GPS observations or other comparable positioning techniques
 GE0109.and have an estimated accuracy of +/- 3 meters.
 GE0109
 GE0109.The orthometric height was determined by differential leveling and
 GE0109.adjusted by the NATIONAL GEODETIC SURVEY
 GE0109.in June 1991.
 GE0109
 GE0109.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0109.GEOID18 height accuracy estimate available here.
 GE0109
 GE0109.Click photographs - Photos may exist for this station.
 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     -   201,979.7     542,812.5     MT  (+/- 3 meters HH1 GPS) 
 GE0109
 GE0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA3275202966(NAD 83)
 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
 GE0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0109.See file dsdata.pdf to determine how the superseded data were derived.
 GE0109
 GE0109_MARKER: DR = REFERENCE MARK DISK
 GE0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0109_STAMPING: HALLIDAY NO 2 1953
 GE0109_MARK LOGO: CGS
 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             CGS
 GE0109
 GE0109                          STATION DESCRIPTION
 GE0109
 GE0109'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EH2258 ***********************************************************************
 EH2258  DESIGNATION -  HAM
 EH2258  PID         -  EH2258
 EH2258  STATE/COUNTY-  AR/LONOKE
 EH2258  COUNTRY     -  US
 EH2258  USGS QUAD   -  ENGLAND (2017)
 EH2258
 EH2258                         *CURRENT SURVEY CONTROL
 EH2258  ______________________________________________________________________
 EH2258* NAD 83(1986) POSITION- 34 32 16.     (N) 091 56 00.     (W)   SCALED
 EH2258* NAVD 88 ORTHO HEIGHT -    67.806 (meters)      222.46  (feet) POSTED
 EH2258  ______________________________________________________________________
 EH2258  GEOID HEIGHT    -        -26.319 (meters)                     GEOID18
 EH2258  DYNAMIC HEIGHT  -         67.74  (meters)      222.2   (feet) COMP
 EH2258  MODELED GRAVITY -    979,693.3   (mgal)                       NAVD 88
 EH2258
 EH2258  VERT ORDER      -  * POSTED, SEE BELOW
 EH2258
 EH2258.The horizontal coordinates were scaled from a 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
 EH2258.* This is a POSTED BENCH MARK height.
 EH2258
 EH2258.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2258.GEOID18 height accuracy estimate available here.
 EH2258
 EH2258.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU978223(NAD 83)
 EH2258
 EH2258                          SUPERSEDED SURVEY CONTROL
 EH2258
 EH2258  NGVD 29 (11/26/84)   67.843  (m)          222.58   (f) ADJUSTED    2 0
 EH2258
 EH2258.Superseded values are not recommended for survey control.
 EH2258
 EH2258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2258.See file dsdata.pdf to determine how the superseded data were derived.
 EH2258
 EH2258_MARKER: DD = SURVEY DISK
 EH2258_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EH2258_STAMPING: HAM 1934
 EH2258_MARK LOGO: CGS+SS
 EH2258_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0833 ***********************************************************************
 GE0833  DESIGNATION -  HAMIL
 GE0833  PID         -  GE0833
 GE0833  STATE/COUNTY-  AR/RANDOLPH
 GE0833  COUNTRY     -  US
 GE0833  USGS QUAD   -  WARM SPRINGS (2017)
 GE0833
 GE0833                         *CURRENT SURVEY CONTROL
 GE0833  ______________________________________________________________________
 GE0833* NAD 83(1997) POSITION- 36 25 10.66750(N) 091 04 37.83682(W)   ADJUSTED
 GE0833* NAVD 88 ORTHO HEIGHT -   203.    (meters)      666.    (feet) SCALED
 GE0833  ______________________________________________________________________
 GE0833  GEOID HEIGHT    -        -28.602 (meters)                     GEOID18
 GE0833  LAPLACE CORR    -         -0.61  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0833.GEOID18 height accuracy estimate available here.
 GE0833
 GE0833.Click photographs - Photos may exist for this station.
 GE0833
 GE0833.The Laplace correction was computed from DEFLEC18 derived deflections.
 GE0833
 GE0833. The following values were computed from the NAD 83(1997) position.
 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     -  MAYNARD                                  094 22 38.5
 GE0833:SPC MO E     -  MAYNARD                                  095 15 25.3
 GE0833:UTM  15      -  MAYNARD                                  093 46 21.0
 GE0833
 GE0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA7238632210(NAD 83)
 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
 GE0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0833.See file dsdata.pdf to determine how the superseded data were derived.
 GE0833
 GE0833_MARKER: DS = TRIANGULATION STATION DISK
 GE0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0833_STAMPING: HAMIL 1955
 GE0833_MARK LOGO: CGS
 GE0833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0833+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EH3063 ***********************************************************************
 EH3063  DESIGNATION -  HAMILTON
 EH3063  PID         -  EH3063
 EH3063  STATE/COUNTY-  AR/LONOKE
 EH3063  COUNTRY     -  US
 EH3063  USGS QUAD   -  PARKERS CORNER (2017)
 EH3063
 EH3063                         *CURRENT SURVEY CONTROL
 EH3063  ______________________________________________________________________
 EH3063* NAD 83(1997) POSITION- 34 39 29.80714(N) 091 44 42.25202(W)   ADJUSTED
 EH3063* NAVD 88 ORTHO HEIGHT -    65.    (meters)      213.    (feet) SCALED
 EH3063  ______________________________________________________________________
 EH3063  GEOID HEIGHT    -        -26.668 (meters)                     GEOID18
 EH3063  LAPLACE CORR    -         -1.20  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH3063.GEOID18 height accuracy estimate available here.
 EH3063
 EH3063.Click photographs - Photos may exist for this station.
 EH3063
 EH3063.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH3063
 EH3063. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999399  x   0.99997762  =   0.99997161
 EH3063!UTM  15      -   0.99999399  x   0.99976298  =   0.99975697
 EH3063
 EH3063:                Primary Azimuth Mark                     Grid Az
 EH3063:SPC AR S     -  HAMILTON RM 4 AZIMUTH                    302 08 37.2
 EH3063:UTM  15      -  HAMILTON RM 4 AZIMUTH                    301 34 21.5
 EH3063
 EH3063_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU1499135864(NAD 83)
 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
 EH3063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3063.See file dsdata.pdf to determine how the superseded data were derived.
 EH3063
 EH3063_MARKER: DS = TRIANGULATION STATION DISK
 EH3063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH3063_STAMPING: HAMILTON 1938
 EH3063_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF2094 ***********************************************************************
 FF2094  DESIGNATION -  HAMLIN
 FF2094  PID         -  FF2094
 FF2094  STATE/COUNTY-  AR/CROSS
 FF2094  COUNTRY     -  US
 FF2094  USGS QUAD   -  HAMLIN (2017)
 FF2094
 FF2094                         *CURRENT SURVEY CONTROL
 FF2094  ______________________________________________________________________
 FF2094* NAD 83(1997) POSITION- 35 13 04.05944(N) 090 54 46.18456(W)   ADJUSTED
 FF2094* NAVD 88 ORTHO HEIGHT -    66.    (meters)      217.    (feet) SCALED
 FF2094  ______________________________________________________________________
 FF2094  GEOID HEIGHT    -        -27.180 (meters)                     GEOID18
 FF2094  LAPLACE CORR    -          0.24  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF2094.GEOID18 height accuracy estimate available here.
 FF2094
 FF2094.Click photographs - Photos may exist for this station.
 FF2094
 FF2094.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF2094
 FF2094. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999390  x   0.99995626  =   0.99995016
 FF2094!UTM  15      -   0.99999390  x   1.00004475  =   1.00003865
 FF2094
 FF2094:                Primary Azimuth Mark                     Grid Az
 FF2094:SPC AR N     -  HAMLIN AZ MK                             145 40 39.3
 FF2094:UTM  15      -  HAMLIN AZ MK                             145 06 22.3
 FF2094
 FF2094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU8996599191(NAD 83)
 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(1995)-  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
 FF2094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2094.See file dsdata.pdf to determine how the superseded data were derived.
 FF2094
 FF2094_MARKER: DS = TRIANGULATION STATION DISK
 FF2094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2094_STAMPING: HAMLIN 1954
 FF2094_MARK LOGO: CGS
 FF2094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF2094+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2929 ***********************************************************************
 EH2929  DESIGNATION -  HAMMOND
 EH2929  PID         -  EH2929
 EH2929  STATE/COUNTY-  AR/WOODRUFF
 EH2929  COUNTRY     -  US
 EH2929  USGS QUAD   -  DE VALLS BLUFF NE (2017)
 EH2929
 EH2929                         *CURRENT SURVEY CONTROL
 EH2929  ______________________________________________________________________
 EH2929* NAD 83(1997) POSITION- 34 59 46.19423(N) 091 18 40.13963(W)   ADJUSTED
 EH2929* NAVD 88 ORTHO HEIGHT -    56.    (meters)      184.    (feet) SCALED
 EH2929  ______________________________________________________________________
 EH2929  GEOID HEIGHT    -        -27.092 (meters)                     GEOID18
 EH2929  LAPLACE CORR    -          1.50  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2929.GEOID18 height accuracy estimate available here.
 EH2929
 EH2929.Click photographs - Photos may exist for this station.
 EH2929
 EH2929.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2929
 EH2929. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999546  x   0.99998824  =   0.99998370
 EH2929!SPC AR S     -   0.99999546  x   1.00005925  =   1.00005471
 EH2929!UTM  15      -   0.99999546  x   0.99989277  =   0.99988823
 EH2929
 EH2929:                Primary Azimuth Mark                     Grid Az
 EH2929:SPC AR N     -  HAMMOND AZ MK                            138 14 48.9
 EH2929:SPC AR S     -  HAMMOND AZ MK                            138 15 43.9
 EH2929:UTM  15      -  HAMMOND AZ MK                            137 40 44.3
 EH2929
 EH2929_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU5412573920(NAD 83)
 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
 EH2929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2929.See file dsdata.pdf to determine how the superseded data were derived.
 EH2929
 EH2929_MARKER: DS = TRIANGULATION STATION DISK
 EH2929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2929_STAMPING: HAMMOND 1954
 EH2929_MARK LOGO: CGS
 EH2929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2929+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1281 ***********************************************************************
 DL1281  DESIGNATION -  HAMPTON
 DL1281  PID         -  DL1281
 DL1281  STATE/COUNTY-  AR/CALHOUN
 DL1281  COUNTRY     -  US
 DL1281  USGS QUAD   -  HAMPTON (2017)
 DL1281
 DL1281                         *CURRENT SURVEY CONTROL
 DL1281  ______________________________________________________________________
 DL1281* NAD 83(1997) POSITION- 33 32 28.55056(N) 092 27 53.78259(W)   ADJUSTED
 DL1281* NAVD 88 ORTHO HEIGHT -    61.    (meters)      200.    (feet) SCALED
 DL1281  ______________________________________________________________________
 DL1281  GEOID HEIGHT    -        -26.126 (meters)                     GEOID18
 DL1281  LAPLACE CORR    -          0.78  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1281.GEOID18 height accuracy estimate available here.
 DL1281
 DL1281.Click photographs - Photos may exist for this station.
 DL1281
 DL1281.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1281
 DL1281. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 DL1281:SPC AR S     -  HAMPTON AZ MK                            337 00 24.7
 DL1281:UTM  15      -  HAMPTON AZ MK                            336 27 03.6
 DL1281
 DL1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT4967511422(NAD 83)
 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(1993)-  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
 DL1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1281.See file dsdata.pdf to determine how the superseded data were derived.
 DL1281
 DL1281_MARKER: DS = TRIANGULATION STATION DISK
 DL1281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1281_STAMPING: HAMPTON 1952
 DL1281_MARK LOGO: CGS
 DL1281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1281+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1280 ***********************************************************************
 DL1280  DESIGNATION -  HAMPTON MUNICIPAL TANK
 DL1280  PID         -  DL1280
 DL1280  STATE/COUNTY-  AR/CALHOUN
 DL1280  COUNTRY     -  US
 DL1280  USGS QUAD   -  HAMPTON (2017)
 DL1280
 DL1280                         *CURRENT SURVEY CONTROL
 DL1280  ______________________________________________________________________
 DL1280* NAD 83(1997) POSITION- 33 32 14.61326(N) 092 28 13.10795(W)   ADJUSTED
 DL1280  ______________________________________________________________________
 DL1280  GEOID HEIGHT    -        -26.131 (meters)                     GEOID18
 DL1280  LAPLACE CORR    -          0.76  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1280.GEOID18 height accuracy estimate available here.
 DL1280
 DL1280.Click photographs - Photos may exist for this station.
 DL1280
 DL1280.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1280
 DL1280. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT4917910990(NAD 83)
 DL1280
 DL1280                          SUPERSEDED SURVEY CONTROL
 DL1280
 DL1280  NAD 83(1993)-  33 32 14.62277(N)    092 28 13.09977(W) AD(       ) 3
 DL1280  NAD 83(1986)-  33 32 14.62453(N)    092 28 13.10110(W) AD(       ) 3
 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
 DL1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1280.See file dsdata.pdf to determine how the superseded data were derived.
 DL1280
 DL1280_MARKER: 51 = TANK
 DL1280_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1280+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2012
 DL1280
 DL1280  HISTORY     - Date     Condition        Report By
 DL1280  HISTORY     - 1952     FIRST OBSERVED   CGS
 DL1280  HISTORY     - 1965     GOOD             CGS
 DL1280  HISTORY     - 20050422 GOOD             USPSQD
 DL1280  HISTORY     - 20120323 GOOD             GEOCAC
 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 OPERATION.
 DL1280
 DL1280                          STATION RECOVERY (2005)
 DL1280
 DL1280'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL)
 DL1280'RECOVERED IN GOOD CONDITION.
 DL1280
 DL1280                          STATION RECOVERY (2012)
 DL1280
 DL1280'RECOVERY NOTE BY GEOCACHING 2012 (JA)
 DL1280'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK1172 ***********************************************************************
 DK1172  DESIGNATION -  HANNA
 DK1172  PID         -  DK1172
 DK1172  STATE/COUNTY-  AR/CHICOT
 DK1172  COUNTRY     -  US
 DK1172  USGS QUAD   -  EUDORA SOUTH (2017)
 DK1172
 DK1172                         *CURRENT SURVEY CONTROL
 DK1172  ______________________________________________________________________
 DK1172* NAD 83(1997) POSITION- 33 05 29.73356(N) 091 16 04.95306(W)   ADJUSTED
 DK1172* NAVD 88 ORTHO HEIGHT -    46.60  (+/-2cm)      152.9   (feet) VERTCON3
 DK1172  ______________________________________________________________________
 DK1172  GEOID HEIGHT    -        -26.066 (meters)                     GEOID18
 DK1172  LAPLACE CORR    -         -1.49  (seconds)                    DEFLEC18
 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
 DK1172.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1172.GEOID18 height accuracy estimate available here.
 DK1172
 DK1172.The vertical order pertains to the NGVD 29 superseded value.
 DK1172
 DK1172.Click photographs - Photos may exist for this station.
 DK1172
 DK1172.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK1172
 DK1172. The following values were computed from the NAD 83(1997) position.
 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 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;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;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     -   0.99999678  x   1.00005273  =   1.00004951
 DK1172!SPC LA N     -   0.99999678  x   1.00012454  =   1.00012132
 DK1172!SPC MS W     -   0.99999678  x   1.00004384  =   1.00004062
 DK1172!UTM  15      -   0.99999678  x   0.99992213  =   0.99991891
 DK1172
 DK1172:                Primary Azimuth Mark                     Grid Az
 DK1172:SPC AR S     -  EUDORA FED COMPRESS CO N TK              008 16 30.4
 DK1172:SPC LA N     -  EUDORA FED COMPRESS CO N TK              008 02 00.4
 DK1172:SPC MS W     -  EUDORA FED COMPRESS CO N TK              009 11 42.5
 DK1172:UTM  15      -  EUDORA FED COMPRESS CO N TK              007 44 20.3
 DK1172
 DK1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS6163462775(NAD 83)
 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(1993)-  33 05 29.73396(N)    091 16 04.95321(W) AD(       ) 1
 DK1172  NAD 83(1992)-  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              46.69   (m)          153.2    (f) LEVELING    3  
 DK1172  NGVD 29 (11/26/84)   46.697  (m)          153.21   (f) ADJUSTED       
 DK1172
 DK1172.Superseded values are not recommended for survey control.
 DK1172
 DK1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1172.See file dsdata.pdf to determine how the superseded data were derived.
 DK1172
 DK1172_MARKER: DS = TRIANGULATION STATION DISK
 DK1172_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DK1172_STAMPING: HANNA 1929
 DK1172_MARK LOGO: CGS
 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 A 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 = MARCH 20, 2026 22:17:28 EDT
 EK0860 ***********************************************************************
 EK0860  DESIGNATION -  HANNA
 EK0860  PID         -  EK0860
 EK0860  STATE/COUNTY-  AR/POLK
 EK0860  COUNTRY     -  US
 EK0860  USGS QUAD   -  EAGLE MOUNTAIN (2017)
 EK0860
 EK0860                         *CURRENT SURVEY CONTROL
 EK0860  ______________________________________________________________________
 EK0860* NAD 83(1997) POSITION- 34 25 15.77954(N) 094 10 01.11322(W)   ADJUSTED
 EK0860* NAVD 88 ORTHO HEIGHT -   494.    (meters)     1621.    (feet) SCALED
 EK0860  ______________________________________________________________________
 EK0860  GEOID HEIGHT    -        -29.070 (meters)                     GEOID18
 EK0860  LAPLACE CORR    -          4.10  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0860.GEOID18 height accuracy estimate available here.
 EK0860
 EK0860.Click photographs - Photos may exist for this station.
 EK0860
 EK0860.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0860
 EK0860. The following values were computed from the NAD 83(1997) position.
 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  =   0.99986819
 EK0860!UTM  15      -   0.99992701  x   0.99974174  =   0.99966877
 EK0860
 EK0860:                Primary Azimuth Mark                     Grid Az
 EK0860:SPC AR S     -  HOPE RESET                               178 38 09.2
 EK0860:UTM  15      -  HOPE RESET                               178 04 58.0
 EK0860
 EK0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU9276409460(NAD 83)
 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(1993)-  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
 EK0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0860.See file dsdata.pdf to determine how the superseded data were derived.
 EK0860
 EK0860_MARKER: DS = TRIANGULATION STATION DISK
 EK0860_SETTING: 80 = SET IN A BOULDER
 EK0860_STAMPING: HANNA 1930
 EK0860_MARK LOGO: CGS
 EK0860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0860+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1787 ***********************************************************************
 EH1787  DESIGNATION -  HARB
 EH1787  PID         -  EH1787
 EH1787  STATE/COUNTY-  AR/JEFFERSON
 EH1787  COUNTRY     -  US
 EH1787  USGS QUAD   -  ALTHEIMER (2017)
 EH1787
 EH1787                         *CURRENT SURVEY CONTROL
 EH1787  ______________________________________________________________________
 EH1787* NAD 83(1986) POSITION- 34 19 04.     (N) 091 51 34.     (W)   SCALED
 EH1787* NAVD 88 ORTHO HEIGHT -    63.579 (meters)      208.59  (feet) ADJUSTED
 EH1787  ______________________________________________________________________
 EH1787  GEOID HEIGHT    -        -26.116 (meters)                     GEOID18
 EH1787  DYNAMIC HEIGHT  -         63.518 (meters)      208.39  (feet) COMP
 EH1787  MODELED GRAVITY -    979,671.9   (mgal)                       NAVD 88
 EH1787
 EH1787  VERT ORDER      -  SECOND    CLASS 0
 EH1787
 EH1787.The horizontal coordinates were scaled from a map and have
 EH1787.an estimated accuracy of +/- 6 seconds.
 EH1787
 EH1787.The orthometric height was determined by differential leveling and
 EH1787.adjusted by the NATIONAL GEODETIC SURVEY
 EH1787.in June 1991.
 EH1787
 EH1787.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1787.GEOID18 height accuracy estimate available here.
 EH1787
 EH1787.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT049979(NAD 83)
 EH1787
 EH1787                          SUPERSEDED SURVEY CONTROL
 EH1787
 EH1787  NGVD 29 (11/26/84)   63.620  (m)          208.73   (f) ADJUSTED    2 0
 EH1787
 EH1787.Superseded values are not recommended for survey control.
 EH1787
 EH1787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1787.See file dsdata.pdf to determine how the superseded data were derived.
 EH1787
 EH1787_MARKER: DD = SURVEY DISK
 EH1787_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EH1787_STAMPING: HARB 1934
 EH1787_MARK LOGO: CGS+SS
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0479 ***********************************************************************
 EJ0479  DESIGNATION -  HARD
 EJ0479  PID         -  EJ0479
 EJ0479  STATE/COUNTY-  AR/JEFFERSON
 EJ0479  COUNTRY     -  US
 EJ0479  USGS QUAD   -  PINE BLUFF (2017)
 EJ0479
 EJ0479                         *CURRENT SURVEY CONTROL
 EJ0479  ______________________________________________________________________
 EJ0479* NAD 83(1986) POSITION- 34 13 33.     (N) 092 00 19.     (W)   SCALED
 EJ0479* NAVD 88 ORTHO HEIGHT -    66.740 (meters)      218.96  (feet) ADJUSTED
 EJ0479  ______________________________________________________________________
 EJ0479  GEOID HEIGHT    -        -25.978 (meters)                     GEOID18
 EJ0479  DYNAMIC HEIGHT  -         66.676 (meters)      218.75  (feet) COMP
 EJ0479  MODELED GRAVITY -    979,667.2   (mgal)                       NAVD 88
 EJ0479
 EJ0479  VERT ORDER      -  FIRST     CLASS II
 EJ0479
 EJ0479.The horizontal coordinates were scaled from a map and have
 EJ0479.an estimated accuracy of +/- 6 seconds.
 EJ0479
 EJ0479.The orthometric height was determined by differential leveling and
 EJ0479.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0479.in June 1991.
 EJ0479
 EJ0479.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0479.GEOID18 height accuracy estimate available here.
 EJ0479
 EJ0479.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT916876(NAD 83)
 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
 EJ0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0479.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0479
 EJ0479_MARKER: DD = SURVEY DISK
 EJ0479_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EJ0479_SP_SET: PAVEMENT
 EJ0479_STAMPING: HARD 1934
 EJ0479_MARK LOGO: CGS+SS
 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   CGS
 EJ0479
 EJ0479                          STATION DESCRIPTION
 EJ0479
 EJ0479'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1784 ***********************************************************************
 EJ1784  DESIGNATION -  HARDIN
 EJ1784  PID         -  EJ1784
 EJ1784  STATE/COUNTY-  AR/JEFFERSON
 EJ1784  COUNTRY     -  US
 EJ1784  USGS QUAD   -  HARDIN (2017)
 EJ1784
 EJ1784                         *CURRENT SURVEY CONTROL
 EJ1784  ______________________________________________________________________
 EJ1784* NAD 83(1997) POSITION- 34 17 43.48045(N) 092 11 01.20884(W)   ADJUSTED
 EJ1784* NAVD 88 ORTHO HEIGHT -   121.    (meters)      397.    (feet) SCALED
 EJ1784  ______________________________________________________________________
 EJ1784  GEOID HEIGHT    -        -26.003 (meters)                     GEOID18
 EJ1784  LAPLACE CORR    -          0.08  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1784.GEOID18 height accuracy estimate available here.
 EJ1784
 EJ1784.Click photographs - Photos may exist for this station.
 EJ1784
 EJ1784.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1784
 EJ1784. The following values were computed from the NAD 83(1997) position.
 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  =   0.99965467
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT7512595212(NAD 83)
 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
 EJ1784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1784.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1784
 EJ1784_MARKER: DS = TRIANGULATION STATION DISK
 EJ1784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1784_STAMPING: HARDIN 1964
 EJ1784_MARK LOGO: CGS
 EJ1784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1784+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FH0935 ***********************************************************************
 FH0935  DESIGNATION -  HARDT
 FH0935  PID         -  FH0935
 FH0935  STATE/COUNTY-  AR/WASHINGTON
 FH0935  COUNTRY     -  US
 FH0935  USGS QUAD   -  WINSLOW (2017)
 FH0935
 FH0935                         *CURRENT SURVEY CONTROL
 FH0935  ______________________________________________________________________
 FH0935* NAD 83(1997) POSITION- 35 52 28.56891(N) 094 12 17.36135(W)   ADJUSTED
 FH0935* NAVD 88 ORTHO HEIGHT -   628.2   (meters)     2061.    (feet) VERTCON3
 FH0935  ______________________________________________________________________
 FH0935  GEOID HEIGHT    -        -28.120 (meters)                     GEOID18
 FH0935  LAPLACE CORR    -          2.18  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0935.GEOID18 height accuracy estimate available here.
 FH0935
 FH0935.Click photographs - Photos may exist for this station.
 FH0935
 FH0935.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH0935
 FH0935. The following values were computed from the NAD 83(1997) position.
 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     -   0.99990583  x   0.99994874  =   0.99985458
 FH0935!UTM  15      -   0.99990583  x   0.99974576  =   0.99965162
 FH0935
 FH0935:                Primary Azimuth Mark                     Grid Az
 FH0935:SPC AR N     -  HUTCH                                    069 23 16.3
 FH0935:UTM  15      -  HUTCH                                    068 48 39.6
 FH0935
 FH0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9123870710(NAD 83)
 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(1993)-  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
 FH0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0935.See file dsdata.pdf to determine how the superseded data were derived.
 FH0935
 FH0935_MARKER: DS = TRIANGULATION STATION DISK
 FH0935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0935_STAMPING: HARDT 1935
 FH0935_MARK LOGO: CGS
 FH0935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0935+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DK2100 ***********************************************************************
 DK2100  DESIGNATION -  HARDY
 DK2100  PID         -  DK2100
 DK2100  STATE/COUNTY-  AR/DREW
 DK2100  COUNTRY     -  US
 DK2100  USGS QUAD   -  MONTICELLO SOUTH (2017)
 DK2100
 DK2100                         *CURRENT SURVEY CONTROL
 DK2100  ______________________________________________________________________
 DK2100* NAD 83(1997) POSITION- 33 32 34.17873(N) 091 46 01.06014(W)   ADJUSTED
 DK2100* NAVD 88 ORTHO HEIGHT -    95.5   (meters)      313.    (feet) VERTCON3
 DK2100  ______________________________________________________________________
 DK2100  GEOID HEIGHT    -        -25.744 (meters)                     GEOID18
 DK2100  LAPLACE CORR    -         -0.02  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK2100.GEOID18 height accuracy estimate available here.
 DK2100
 DK2100.Click photographs - Photos may exist for this station.
 DK2100
 DK2100.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK2100
 DK2100. The following values were computed from the NAD 83(1997) position.
 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     -   0.99998905  x   0.99995503  =   0.99994408
 DK2100!UTM  15      -   0.99998905  x   0.99976157  =   0.99975062
 DK2100
 DK2100:                Primary Azimuth Mark                     Grid Az
 DK2100:SPC AR S     -  HARDY AZ MK                              346 34 20.3
 DK2100:UTM  15      -  HARDY AZ MK                              346 01 16.8
 DK2100
 DK2100_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT1447812148(NAD 83)
 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
 DK2100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2100.See file dsdata.pdf to determine how the superseded data were derived.
 DK2100
 DK2100_MARKER: DS = TRIANGULATION STATION DISK
 DK2100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2100_STAMPING: HARDY 1965
 DK2100_MARK LOGO: CGS
 DK2100_PROJECTION: PROJECTING 8 CENTIMETERS
 DK2100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK2100+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0871 ***********************************************************************
 GE0871  DESIGNATION -  HARDY
 GE0871  PID         -  GE0871
 GE0871  STATE/COUNTY-  AR/FULTON
 GE0871  COUNTRY     -  US
 GE0871  USGS QUAD   -  HARDY (2017)
 GE0871
 GE0871                         *CURRENT SURVEY CONTROL
 GE0871  ______________________________________________________________________
 GE0871* NAD 83(1997) POSITION- 36 20 12.35480(N) 091 29 29.32228(W)   ADJUSTED
 GE0871* NAVD 88 ORTHO HEIGHT -   186.    (meters)      610.    (feet) SCALED
 GE0871  ______________________________________________________________________
 GE0871  GEOID HEIGHT    -        -28.429 (meters)                     GEOID18
 GE0871  LAPLACE CORR    -         -0.15  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0871.GEOID18 height accuracy estimate available here.
 GE0871
 GE0871.Click photographs - Photos may exist for this station.
 GE0871
 GE0871.The Laplace correction was computed from DEFLEC18 derived deflections.
 GE0871
 GE0871. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 GE0871:SPC AR N     -  HARDY AZ MK                              187 59 35.8
 GE0871:UTM  15      -  HARDY AZ MK                              187 23 42.8
 GE0871
 GE0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA3538322357(NAD 83)
 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
 GE0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0871.See file dsdata.pdf to determine how the superseded data were derived.
 GE0871
 GE0871_MARKER: DS = TRIANGULATION STATION DISK
 GE0871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0871_STAMPING: HARDY 1955
 GE0871_MARK LOGO: CGS
 GE0871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0871+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2398 ***********************************************************************
 EH2398  DESIGNATION -  HARH
 EH2398  PID         -  EH2398
 EH2398  STATE/COUNTY-  AR/LONOKE
 EH2398  COUNTRY     -  US
 EH2398  USGS QUAD   -  ENGLAND (2017)
 EH2398
 EH2398                         *CURRENT SURVEY CONTROL
 EH2398  ______________________________________________________________________
 EH2398* NAD 83(1986) POSITION- 34 32 24.     (N) 091 58 03.     (W)   SCALED
 EH2398* NAVD 88 ORTHO HEIGHT -    70.087 (meters)      229.94  (feet) ADJUSTED
 EH2398  ______________________________________________________________________
 EH2398  GEOID HEIGHT    -        -26.299 (meters)                     GEOID18
 EH2398  DYNAMIC HEIGHT  -         70.021 (meters)      229.73  (feet) COMP
 EH2398  MODELED GRAVITY -    979,694.6   (mgal)                       NAVD 88
 EH2398
 EH2398  VERT ORDER      -  SECOND    CLASS 0
 EH2398
 EH2398.The horizontal coordinates were scaled from a map and have
 EH2398.an estimated accuracy of +/- 6 seconds.
 EH2398
 EH2398.The orthometric height was determined by differential leveling and
 EH2398.adjusted by the NATIONAL GEODETIC SURVEY
 EH2398.in June 1991.
 EH2398
 EH2398.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2398.GEOID18 height accuracy estimate available here.
 EH2398
 EH2398.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU947225(NAD 83)
 EH2398
 EH2398                          SUPERSEDED SURVEY CONTROL
 EH2398
 EH2398  NGVD 29 (11/26/84)   70.126  (m)          230.07   (f) ADJUSTED    2 0
 EH2398
 EH2398.Superseded values are not recommended for survey control.
 EH2398
 EH2398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2398.See file dsdata.pdf to determine how the superseded data were derived.
 EH2398
 EH2398_MARKER: DD = SURVEY DISK
 EH2398_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EH2398_STAMPING: HARH 1934
 EH2398_MARK LOGO: CGS+SS
 EH2398_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2401 ***********************************************************************
 EH2401  DESIGNATION -  HARI
 EH2401  PID         -  EH2401
 EH2401  STATE/COUNTY-  AR/JEFFERSON
 EH2401  COUNTRY     -  US
 EH2401  USGS QUAD   -  SHERRILL (2017)
 EH2401
 EH2401                         *CURRENT SURVEY CONTROL
 EH2401  ______________________________________________________________________
 EH2401* NAD 83(1986) POSITION- 34 29 19.     (N) 091 57 20.     (W)   SCALED
 EH2401* NAVD 88 ORTHO HEIGHT -    68.015 (meters)      223.15  (feet) ADJUSTED
 EH2401  ______________________________________________________________________
 EH2401  GEOID HEIGHT    -        -26.244 (meters)                     GEOID18
 EH2401  DYNAMIC HEIGHT  -         67.951 (meters)      222.94  (feet) COMP
 EH2401  MODELED GRAVITY -    979,690.6   (mgal)                       NAVD 88
 EH2401
 EH2401  VERT ORDER      -  SECOND    CLASS 0
 EH2401
 EH2401.The horizontal coordinates were scaled from a map and have
 EH2401.an estimated accuracy of +/- 6 seconds.
 EH2401
 EH2401.The orthometric height was determined by differential leveling and
 EH2401.adjusted by the NATIONAL GEODETIC SURVEY
 EH2401.in June 1991.
 EH2401
 EH2401.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2401.GEOID18 height accuracy estimate available here.
 EH2401
 EH2401.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU958168(NAD 83)
 EH2401
 EH2401                          SUPERSEDED SURVEY CONTROL
 EH2401
 EH2401  NGVD 29 (11/26/84)   68.056  (m)          223.28   (f) ADJUSTED    2 0
 EH2401
 EH2401.Superseded values are not recommended for survey control.
 EH2401
 EH2401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2401.See file dsdata.pdf to determine how the superseded data were derived.
 EH2401
 EH2401_MARKER: DD = SURVEY DISK
 EH2401_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EH2401_STAMPING: HARI 1934
 EH2401_MARK LOGO: CGS+SS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1685 ***********************************************************************
 EH1685  DESIGNATION -  HARK
 EH1685  PID         -  EH1685
 EH1685  STATE/COUNTY-  AR/JEFFERSON
 EH1685  COUNTRY     -  US
 EH1685  USGS QUAD   -  ALTHEIMER (2017)
 EH1685
 EH1685                         *CURRENT SURVEY CONTROL
 EH1685  ______________________________________________________________________
 EH1685* NAD 83(1986) POSITION- 34 19 01.     (N) 091 51 03.     (W)   SCALED
 EH1685* NAVD 88 ORTHO HEIGHT -    62.737 (meters)      205.83  (feet) ADJUSTED
 EH1685  ______________________________________________________________________
 EH1685  GEOID HEIGHT    -        -26.119 (meters)                     GEOID18
 EH1685  DYNAMIC HEIGHT  -         62.676 (meters)      205.63  (feet) COMP
 EH1685  MODELED GRAVITY -    979,671.8   (mgal)                       NAVD 88
 EH1685
 EH1685  VERT ORDER      -  SECOND    CLASS 0
 EH1685
 EH1685.The horizontal coordinates were scaled from a map and have
 EH1685.an estimated accuracy of +/- 6 seconds.
 EH1685
 EH1685.The orthometric height was determined by differential leveling and
 EH1685.adjusted by the NATIONAL GEODETIC SURVEY
 EH1685.in June 1991.
 EH1685
 EH1685.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1685.GEOID18 height accuracy estimate available here.
 EH1685
 EH1685.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT057978(NAD 83)
 EH1685
 EH1685                          SUPERSEDED SURVEY CONTROL
 EH1685
 EH1685  NGVD 29 (11/26/84)   62.777  (m)          205.96   (f) ADJUSTED    2 0
 EH1685
 EH1685.Superseded values are not recommended for survey control.
 EH1685
 EH1685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1685.See file dsdata.pdf to determine how the superseded data were derived.
 EH1685
 EH1685_MARKER: DD = SURVEY DISK
 EH1685_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EH1685_STAMPING: HARK 1934
 EH1685_MARK LOGO: CGS+SS
 EH1685_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1784 ***********************************************************************
 EH1784  DESIGNATION -  HARL
 EH1784  PID         -  EH1784
 EH1784  STATE/COUNTY-  AR/JEFFERSON
 EH1784  COUNTRY     -  US
 EH1784  USGS QUAD   -  ROB ROY (2017)
 EH1784
 EH1784                         *CURRENT SURVEY CONTROL
 EH1784  ______________________________________________________________________
 EH1784* NAD 83(1986) POSITION- 34 21 45.     (N) 091 55 27.     (W)   SCALED
 EH1784* NAVD 88 ORTHO HEIGHT -    65.096 (meters)      213.57  (feet) ADJUSTED
 EH1784  ______________________________________________________________________
 EH1784  GEOID HEIGHT    -        -26.132 (meters)                     GEOID18
 EH1784  DYNAMIC HEIGHT  -         65.033 (meters)      213.36  (feet) COMP
 EH1784  MODELED GRAVITY -    979,677.4   (mgal)                       NAVD 88
 EH1784
 EH1784  VERT ORDER      -  SECOND    CLASS 0
 EH1784
 EH1784.The horizontal coordinates were scaled from a map and have
 EH1784.an estimated accuracy of +/- 6 seconds.
 EH1784
 EH1784.The orthometric height was determined by differential leveling and
 EH1784.adjusted by the NATIONAL GEODETIC SURVEY
 EH1784.in June 1991.
 EH1784
 EH1784.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1784.GEOID18 height accuracy estimate available here.
 EH1784
 EH1784.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU989028(NAD 83)
 EH1784
 EH1784                          SUPERSEDED SURVEY CONTROL
 EH1784
 EH1784  NGVD 29 (11/26/84)   65.136  (m)          213.70   (f) ADJUSTED    2 0
 EH1784
 EH1784.Superseded values are not recommended for survey control.
 EH1784
 EH1784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1784.See file dsdata.pdf to determine how the superseded data were derived.
 EH1784
 EH1784_MARKER: DD = SURVEY DISK
 EH1784_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EH1784_STAMPING: HARL 1934
 EH1784_MARK LOGO: CGS+SS
 EH1784_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1784
 EH1784  HISTORY     - Date     Condition        Report By
 EH1784  HISTORY     - 1934     MONUMENTED       ARGS
 EH1784  HISTORY     - 20030624 MARK NOT FOUND   USACE
 EH1784  HISTORY     - 20081202 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.
 EH1784
 EH1784                          STATION RECOVERY (2008)
 EH1784
 EH1784'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2008 (RED)
 EH1784'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1569 ***********************************************************************
 EH1569  DESIGNATION -  HARM
 EH1569  PID         -  EH1569
 EH1569  STATE/COUNTY-  AR/JEFFERSON
 EH1569  COUNTRY     -  US
 EH1569  USGS QUAD   -  LADD (2017)
 EH1569
 EH1569                         *CURRENT SURVEY CONTROL
 EH1569  ______________________________________________________________________
 EH1569* NAD 83(1986) POSITION- 34 13 31.     (N) 091 57 56.     (W)   SCALED
 EH1569* NAVD 88 ORTHO HEIGHT -    63.375 (meters)      207.92  (feet) ADJUSTED
 EH1569  ______________________________________________________________________
 EH1569  GEOID HEIGHT    -        -25.989 (meters)                     GEOID18
 EH1569  DYNAMIC HEIGHT  -         63.313 (meters)      207.72  (feet) COMP
 EH1569  MODELED GRAVITY -    979,666.2   (mgal)                       NAVD 88
 EH1569
 EH1569  VERT ORDER      -  FIRST     CLASS II
 EH1569
 EH1569.The horizontal coordinates were scaled from a map and have
 EH1569.an estimated accuracy of +/- 6 seconds.
 EH1569
 EH1569.The orthometric height was determined by differential leveling and
 EH1569.adjusted by the NATIONAL GEODETIC SURVEY
 EH1569.in June 1991.
 EH1569
 EH1569.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1569.GEOID18 height accuracy estimate available here.
 EH1569
 EH1569.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT952876(NAD 83)
 EH1569
 EH1569                          SUPERSEDED SURVEY CONTROL
 EH1569
 EH1569  NGVD 29 (11/26/84)   63.460  (m)          208.20   (f) ADJUSTED    1 2
 EH1569
 EH1569.Superseded values are not recommended for survey control.
 EH1569
 EH1569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1569.See file dsdata.pdf to determine how the superseded data were derived.
 EH1569
 EH1569_MARKER: DD = SURVEY DISK
 EH1569_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EH1569_STAMPING: HARM
 EH1569_MARK LOGO: CGS+SS
 EH1569_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0714 ***********************************************************************
 GF0714  DESIGNATION -  HARMONY
 GF0714  PID         -  GF0714
 GF0714  STATE/COUNTY-  AR/BOONE
 GF0714  COUNTRY     -  US
 GF0714  USGS QUAD   -  EVERTON (2017)
 GF0714
 GF0714                         *CURRENT SURVEY CONTROL
 GF0714  ______________________________________________________________________
 GF0714* NAD 83(1997) POSITION- 36 13 54.25608(N) 092 53 39.17971(W)   ADJUSTED
 GF0714* NAVD 88 ORTHO HEIGHT -   337.    (meters)     1106.    (feet) SCALED
 GF0714  ______________________________________________________________________
 GF0714  GEOID HEIGHT    -        -28.398 (meters)                     GEOID18
 GF0714  LAPLACE CORR    -         -0.53  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0714.GEOID18 height accuracy estimate available here.
 GF0714
 GF0714.Click photographs - Photos may exist for this station.
 GF0714
 GF0714.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0714
 GF0714. The following values were computed from the NAD 83(1997) position.
 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     -   0.99995155  x   0.99999968  =   0.99995123
 GF0714!UTM  15      -   0.99995155  x   0.99960111  =   0.99955268
 GF0714
 GF0714:                Primary Azimuth Mark                     Grid Az
 GF0714:SPC AR N     -  HARMONY AZ MK                            062 16 35.1
 GF0714:UTM  15      -  HARMONY AZ MK                            061 41 36.8
 GF0714
 GF0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA0950609657(NAD 83)
 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
 GF0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0714.See file dsdata.pdf to determine how the superseded data were derived.
 GF0714
 GF0714_MARKER: DS = TRIANGULATION STATION DISK
 GF0714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0714_STAMPING: HARMONY 1954
 GF0714_MARK LOGO: CGS
 GF0714_PROJECTION: FLUSH
 GF0714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0714+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1783 ***********************************************************************
 EH1783  DESIGNATION -  HARO
 EH1783  PID         -  EH1783
 EH1783  STATE/COUNTY-  AR/JEFFERSON
 EH1783  COUNTRY     -  US
 EH1783  USGS QUAD   -  SHERRILL (2017)
 EH1783
 EH1783                         *CURRENT SURVEY CONTROL
 EH1783  ______________________________________________________________________
 EH1783* NAD 83(1986) POSITION- 34 23 03.86   (N) 091 57 00.80   (W)   HD_HELD1
 EH1783* NAVD 88 ORTHO HEIGHT -    66.559 (meters)      218.37  (feet) ADJUSTED
 EH1783  ______________________________________________________________________
 EH1783  GEOID HEIGHT    -        -26.140 (meters)                     GEOID18
 EH1783  DYNAMIC HEIGHT  -         66.495 (meters)      218.16  (feet) COMP
 EH1783  MODELED GRAVITY -    979,680.3   (mgal)                       NAVD 88
 EH1783
 EH1783  VERT ORDER      -  SECOND    CLASS 0
 EH1783
 EH1783.The horizontal coordinates were determined by differentially corrected
 EH1783.hand held GPS observations or other comparable positioning techniques
 EH1783.and have an estimated accuracy of +/- 3 meters.
 EH1783
 EH1783.The orthometric height was determined by differential leveling and
 EH1783.adjusted by the NATIONAL GEODETIC SURVEY
 EH1783.in June 1991.
 EH1783
 EH1783.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1783.GEOID18 height accuracy estimate available here.
 EH1783
 EH1783.Click photographs - Photos may exist for this station.
 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     -   590,521.2     404,577.6     MT  (+/- 3 meters HH1 GPS) 
 EH1783
 EH1783_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU9650705278(NAD 83)
 EH1783
 EH1783                          SUPERSEDED SURVEY CONTROL
 EH1783
 EH1783  NGVD 29 (11/26/84)   66.599  (m)          218.50   (f) ADJUSTED    2 0
 EH1783
 EH1783.Superseded values are not recommended for survey control.
 EH1783
 EH1783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1783.See file dsdata.pdf to determine how the superseded data were derived.
 EH1783
 EH1783_MARKER: DD = SURVEY DISK
 EH1783_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EH1783_STAMPING: HARO 1934
 EH1783_MARK LOGO: CGS+SS
 EH1783_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1572 ***********************************************************************
 EH1572  DESIGNATION -  HARP
 EH1572  PID         -  EH1572
 EH1572  STATE/COUNTY-  AR/JEFFERSON
 EH1572  COUNTRY     -  US
 EH1572  USGS QUAD   -  LADD (2017)
 EH1572
 EH1572                         *CURRENT SURVEY CONTROL
 EH1572  ______________________________________________________________________
 EH1572* NAD 83(1986) POSITION- 34 13 31.     (N) 091 58 57.     (W)   SCALED
 EH1572* NAVD 88 ORTHO HEIGHT -    64.612 (meters)      211.98  (feet) ADJUSTED
 EH1572  ______________________________________________________________________
 EH1572  GEOID HEIGHT    -        -25.984 (meters)                     GEOID18
 EH1572  DYNAMIC HEIGHT  -         64.550 (meters)      211.78  (feet) COMP
 EH1572  MODELED GRAVITY -    979,666.5   (mgal)                       NAVD 88
 EH1572
 EH1572  VERT ORDER      -  FIRST     CLASS II
 EH1572
 EH1572.The horizontal coordinates were scaled from a map and have
 EH1572.an estimated accuracy of +/- 6 seconds.
 EH1572
 EH1572.The orthometric height was determined by differential leveling and
 EH1572.adjusted by the NATIONAL GEODETIC SURVEY
 EH1572.in June 1991.
 EH1572
 EH1572.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1572.GEOID18 height accuracy estimate available here.
 EH1572
 EH1572.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT937876(NAD 83)
 EH1572
 EH1572                          SUPERSEDED SURVEY CONTROL
 EH1572
 EH1572  NGVD 29 (11/26/84)   64.698  (m)          212.26   (f) ADJUSTED    1 2
 EH1572
 EH1572.Superseded values are not recommended for survey control.
 EH1572
 EH1572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1572.See file dsdata.pdf to determine how the superseded data were derived.
 EH1572
 EH1572_MARKER: DD = SURVEY DISK
 EH1572_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EH1572_STAMPING: HARP 1934
 EH1572_MARK LOGO: CGS+SS
 EH1572_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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  HISTORY     - 20081230 MARK NOT FOUND   GEOCAC
 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.
 EH1572
 EH1572                          STATION RECOVERY (2008)
 EH1572
 EH1572'RECOVERY NOTE BY GEOCACHING 2008 (LPC)
 EH1572'THIS MARK WAS PROBABLY DESTROYED BY CONSTRUCTION OF THE US63B OVERPASS
 EH1572'IN THE 1970S OR 80S.
 EH1572'WISCONSIN STREET NOW DEAD ENDS BEFORE THE WALL OF THE OVERPASS, AND
 EH1572'THERE IS NO OTHER STREET THAT WOULD MATCH UP TO WISCONSIN STREET ON
 EH1572'THE OTHER SIDE OF THE EX-MISSOURI-PACIFIC AND ST. LOUIS AND
 EH1572'SOUTHWESTERN RAILROAD TRACKS.  THE WISCONSIN STREET CROSSING IS
 EH1572'REMOVED, BUT THERE IS A POLE ON THE OTHER SIDE OF GTHE TRACKS.  THE
 EH1572'MARK, IF IT IS THERE, WOULD BE ALMOST INACCESSIBLE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EK0828 ***********************************************************************
 EK0828  DESIGNATION -  HARPER 2
 EK0828  PID         -  EK0828
 EK0828  STATE/COUNTY-  AR/POLK
 EK0828  COUNTRY     -  US
 EK0828  USGS QUAD   -  MENA (2017)
 EK0828
 EK0828                         *CURRENT SURVEY CONTROL
 EK0828  ______________________________________________________________________
 EK0828* NAD 83(1997) POSITION- 34 36 37.84705(N) 094 12 17.06214(W)   NO CHECK
 EK0828* NAVD 88 ORTHO HEIGHT -   341.    (meters)     1119.    (feet) SCALED
 EK0828  ______________________________________________________________________
 EK0828  GEOID HEIGHT    -        -30.181 (meters)                     GEOID18
 EK0828  LAPLACE CORR    -          3.10  (seconds)                    DEFLEC18
 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
 EK0828.No horizontal observational check was made to the station.
 EK0828
 EK0828.The orthometric height was scaled from a topographic map.
 EK0828
 EK0828.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0828.GEOID18 height accuracy estimate available here.
 EK0828
 EK0828.Click photographs - Photos may exist for this station.
 EK0828
 EK0828.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0828
 EK0828. The following values were computed from the NAD 83(1997) position.
 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;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     -   0.99995120  x   0.99996890  =   0.99992010
 EK0828!UTM  15      -   0.99995120  x   0.99975038  =   0.99970159
 EK0828
 EK0828:                Primary Azimuth Mark                     Grid Az
 EK0828:SPC AR S     -  HARPER 2 AZ MK                           010 20 57.2
 EK0828:UTM  15      -  HARPER 2 AZ MK                           009 47 58.6
 EK0828
 EK0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU8954430511(NAD 83)
 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(1993)-  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
 EK0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0828.See file dsdata.pdf to determine how the superseded data were derived.
 EK0828
 EK0828_MARKER: DS = TRIANGULATION STATION DISK
 EK0828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0828_STAMPING: HARPER 2 1952
 EK0828_MARK LOGO: CGS
 EK0828_PROJECTION: FLUSH
 EK0828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0828+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 CX5965 ***********************************************************************
 CX5965  DESIGNATION -  HARPER 2 RM 1
 CX5965  PID         -  CX5965
 CX5965  STATE/COUNTY-  AR/POLK
 CX5965  COUNTRY     -  US
 CX5965  USGS QUAD   -  MENA (2017)
 CX5965
 CX5965                         *CURRENT SURVEY CONTROL
 CX5965  ______________________________________________________________________
 CX5965* NAD 83(1986) POSITION- 34 36 37.87   (N) 094 12 15.45   (W)   HD_HELD1
 CX5965* NAVD 88 ORTHO HEIGHT -   341.381 (meters)     1120.01  (feet) ADJUSTED
 CX5965  ______________________________________________________________________
 CX5965  GEOID HEIGHT    -        -30.180 (meters)                     GEOID18
 CX5965  DYNAMIC HEIGHT  -        341.014 (meters)     1118.81  (feet) COMP
 CX5965  MODELED GRAVITY -    979,550.6   (mgal)                       NAVD 88
 CX5965
 CX5965  VERT ORDER      -  FIRST     CLASS II
 CX5965
 CX5965.The horizontal coordinates were determined by differentially corrected
 CX5965.hand held GPS observations or other comparable positioning techniques
 CX5965.and have an estimated accuracy of +/- 3 meters.
 CX5965
 CX5965.The orthometric height was determined by differential leveling and
 CX5965.adjusted by the NATIONAL GEODETIC SURVEY
 CX5965.in May 2024.
 CX5965
 CX5965.Significant digits in the geoid height do not necessarily reflect accuracy.
 CX5965.GEOID18 height accuracy estimate available here.
 CX5965
 CX5965.Click photographs - Photos may exist for this station.
 CX5965
 CX5965.The dynamic height is computed by dividing the NAVD 88
 CX5965.geopotential number by the normal gravity value computed on the
 CX5965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX5965.degrees latitude (g = 980.6199 gals.).
 CX5965
 CX5965.The modeled gravity was interpolated from observed gravity values.
 CX5965
 CX5965;                    North         East    Units  Estimated Accuracy
 CX5965;SPC AR S     -   617,778.5     197,847.3     MT  (+/- 3 meters HH1 GPS) 
 CX5965
 CX5965_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU8958530511(NAD 83)
 CX5965
 CX5965                          SUPERSEDED SURVEY CONTROL
 CX5965
 CX5965.No superseded survey control is available for this station.
 CX5965
 CX5965_MARKER: DR = REFERENCE MARK DISK
 CX5965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX5965_STAMPING: HARPER 2 RM 1 1952
 CX5965_MARK LOGO: CGS
 CX5965_PROJECTION: PROJECTING 8 CENTIMETERS
 CX5965_MAGNETIC: N = NO MAGNETIC MATERIAL
 CX5965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX5965+STABILITY: SURFACE MOTION
 CX5965_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CX5965+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2024
 CX5965
 CX5965  HISTORY     - Date     Condition        Report By
 CX5965  HISTORY     - 1952     MONUMENTED       CGS
 CX5965  HISTORY     - 20240227 GOOD             ARHD
 CX5965
 CX5965                          STATION DESCRIPTION
 CX5965
 CX5965'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (JDH)
 CX5965'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 AB2099 ***********************************************************************
 AB2099  DESIGNATION -  HARPER 2 RM 3
 AB2099  PID         -  AB2099
 AB2099  STATE/COUNTY-  AR/POLK
 AB2099  COUNTRY     -  US
 AB2099  USGS QUAD   -  MENA (2017)
 AB2099
 AB2099                         *CURRENT SURVEY CONTROL
 AB2099  ______________________________________________________________________
 AB2099* NAD 83(1986) POSITION- 34 36 38.90   (N) 094 12 17.03   (W)   HD_HELD1
 AB2099* NAVD 88 ORTHO HEIGHT -   339.566 (meters)     1114.06  (feet) ADJUSTED
 AB2099  ______________________________________________________________________
 AB2099  GEOID HEIGHT    -        -30.182 (meters)                     GEOID18
 AB2099  DYNAMIC HEIGHT  -        339.200 (meters)     1112.86  (feet) COMP
 AB2099  MODELED GRAVITY -    979,550.5   (mgal)                       NAVD 88
 AB2099
 AB2099  VERT ORDER      -  FIRST     CLASS II
 AB2099
 AB2099.The horizontal coordinates were determined by differentially corrected
 AB2099.hand held GPS observations or other comparable positioning techniques
 AB2099.and have an estimated accuracy of +/- 3 meters.
 AB2099
 AB2099.The orthometric height was determined by differential leveling and
 AB2099.adjusted by the NATIONAL GEODETIC SURVEY
 AB2099.in May 2024.
 AB2099
 AB2099.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB2099.GEOID18 height accuracy estimate available here.
 AB2099
 AB2099.Click photographs - Photos may exist for this station.
 AB2099
 AB2099.The dynamic height is computed by dividing the NAVD 88
 AB2099.geopotential number by the normal gravity value computed on the
 AB2099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB2099.degrees latitude (g = 980.6199 gals.).
 AB2099
 AB2099.The modeled gravity was interpolated from observed gravity values.
 AB2099
 AB2099;                    North         East    Units  Estimated Accuracy
 AB2099;SPC AR S     -   617,811.1     197,807.8     MT  (+/- 3 meters HH1 GPS) 
 AB2099
 AB2099_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU8954530543(NAD 83)
 AB2099
 AB2099                          SUPERSEDED SURVEY CONTROL
 AB2099
 AB2099.No superseded survey control is available for this station.
 AB2099
 AB2099_MARKER: DR = REFERENCE MARK DISK
 AB2099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2099_STAMPING: HARPER 2 NO 3 1952
 AB2099_MARK LOGO: CGS
 AB2099_PROJECTION: PROJECTING 5 CENTIMETERS
 AB2099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2099+STABILITY: SURFACE MOTION
 AB2099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2099+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2024
 AB2099
 AB2099  HISTORY     - Date     Condition        Report By
 AB2099  HISTORY     - 1961     MONUMENTED       CGS
 AB2099  HISTORY     - 20240227 GOOD             ARHD
 AB2099
 AB2099                          STATION DESCRIPTION
 AB2099
 AB2099'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CJB)
 AB2099'THE MARK IS LOCATED ABOUT 8.0 MI (12.9 KM) NORTHWEST OF BOARD CAMP,
 AB2099'2.6 MI (4.2 KM) NORTHEAST OF MENA AND 2.2 MI (3.5 KM) SOUTH OF ACORN.
 AB2099'
 AB2099'IT IS 59 FT (18.0 M) WEST OF THE CENTERLINE OF THE HIGHWAY, 19 FT
 AB2099'(5.8 M) NORTH OF THE CENTERLINE OF A DRIVEWAY AND 2-1/2 FT (0.8 M)
 AB2099'NORTHEAST OF THE EAST POST OF A SIGN ADVERTISING THE HILLVIEW BAIT
 AB2099'FARM.
 AB2099
 AB2099                          STATION RECOVERY (2024)
 AB2099
 AB2099'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (JDH)
 AB2099'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1778 ***********************************************************************
 EH1778  DESIGNATION -  HARR
 EH1778  PID         -  EH1778
 EH1778  STATE/COUNTY-  AR/JEFFERSON
 EH1778  COUNTRY     -  US
 EH1778  USGS QUAD   -  SHERRILL (2017)
 EH1778
 EH1778                         *CURRENT SURVEY CONTROL
 EH1778  ______________________________________________________________________
 EH1778* NAD 83(1986) POSITION- 34 27 33.     (N) 091 57 18.     (W)   SCALED
 EH1778* NAVD 88 ORTHO HEIGHT -    68.238 (meters)      223.88  (feet) ADJUSTED
 EH1778  ______________________________________________________________________
 EH1778  GEOID HEIGHT    -        -26.212 (meters)                     GEOID18
 EH1778  DYNAMIC HEIGHT  -         68.173 (meters)      223.66  (feet) COMP
 EH1778  MODELED GRAVITY -    979,688.0   (mgal)                       NAVD 88
 EH1778
 EH1778  VERT ORDER      -  SECOND    CLASS 0
 EH1778
 EH1778.The horizontal coordinates were scaled from a map and have
 EH1778.an estimated accuracy of +/- 6 seconds.
 EH1778
 EH1778.The orthometric height was determined by differential leveling and
 EH1778.adjusted by the NATIONAL GEODETIC SURVEY
 EH1778.in June 1991.
 EH1778
 EH1778.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1778.GEOID18 height accuracy estimate available here.
 EH1778
 EH1778.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU959135(NAD 83)
 EH1778
 EH1778                          SUPERSEDED SURVEY CONTROL
 EH1778
 EH1778  NGVD 29 (11/26/84)   68.278  (m)          224.01   (f) ADJUSTED    2 0
 EH1778
 EH1778.Superseded values are not recommended for survey control.
 EH1778
 EH1778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1778.See file dsdata.pdf to determine how the superseded data were derived.
 EH1778
 EH1778_MARKER: DD = SURVEY DISK
 EH1778_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EH1778_STAMPING: HARR 1934
 EH1778_MARK LOGO: CGS+SS
 EH1778_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1279 ***********************************************************************
 DL1279  DESIGNATION -  HARRELL
 DL1279  PID         -  DL1279
 DL1279  STATE/COUNTY-  AR/CALHOUN
 DL1279  COUNTRY     -  US
 DL1279  USGS QUAD   -  HAMPTON (2017)
 DL1279
 DL1279                         *CURRENT SURVEY CONTROL
 DL1279  ______________________________________________________________________
 DL1279* NAD 83(1997) POSITION- 33 30 34.97572(N) 092 23 57.84362(W)   ADJUSTED
 DL1279* NAVD 88 ORTHO HEIGHT -    61.49  (+/-2cm)      201.7   (feet) VERTCON3
 DL1279  ______________________________________________________________________
 DL1279  GEOID HEIGHT    -        -26.111 (meters)                     GEOID18
 DL1279  LAPLACE CORR    -          0.83  (seconds)                    DEFLEC18
 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
 DL1279.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1279.GEOID18 height accuracy estimate available here.
 DL1279
 DL1279.The vertical order pertains to the NGVD 29 superseded value.
 DL1279
 DL1279.Click photographs - Photos may exist for this station.
 DL1279
 DL1279.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1279
 DL1279. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 DL1279:SPC AR S     -  HARRELL AZ MK                            130 31 25.9
 DL1279:UTM  15      -  HARRELL AZ MK                            129 58 07.5
 DL1279
 DL1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT5578107957(NAD 83)
 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(1993)-  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              61.54   (m)          201.9    (f) LEVELING    3  
 DL1279
 DL1279.Superseded values are not recommended for survey control.
 DL1279
 DL1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1279.See file dsdata.pdf to determine how the superseded data were derived.
 DL1279
 DL1279_MARKER: DS = TRIANGULATION STATION DISK
 DL1279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 DEPARTMENT OF TRANSPORTATION 2005 (WDA)
 DL1279'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL1282 ***********************************************************************
 DL1282  DESIGNATION -  HARRELL RM 2
 DL1282  PID         -  DL1282
 DL1282  STATE/COUNTY-  AR/CALHOUN
 DL1282  COUNTRY     -  US
 DL1282  USGS QUAD   -  HAMPTON (2017)
 DL1282
 DL1282                         *CURRENT SURVEY CONTROL
 DL1282  ______________________________________________________________________
 DL1282* NAD 83(1997) POSITION- 33 30 35.84399(N) 092 23 57.82317(W)   ADJUSTED
 DL1282* NAVD 88 ORTHO HEIGHT -    61.87  (+/-2cm)      203.0   (feet) VERTCON3
 DL1282  ______________________________________________________________________
 DL1282  GEOID HEIGHT    -        -26.111 (meters)                     GEOID18
 DL1282  LAPLACE CORR    -          0.82  (seconds)                    DEFLEC18
 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
 DL1282.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1282.GEOID18 height accuracy estimate available here.
 DL1282
 DL1282.The vertical order pertains to the NGVD 29 superseded value.
 DL1282
 DL1282.Click photographs - Photos may exist for this station.
 DL1282
 DL1282.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1282
 DL1282. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT5578107984(NAD 83)
 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(1993)-  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              61.92   (m)          203.1    (f) LEVELING    3  
 DL1282
 DL1282.Superseded values are not recommended for survey control.
 DL1282
 DL1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1282.See file dsdata.pdf to determine how the superseded data were derived.
 DL1282
 DL1282_MARKER: DR = REFERENCE MARK DISK
 DL1282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1282_STAMPING: HARRELL NO 2 1952
 DL1282_MARK LOGO: CGS
 DL1282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1282+STABILITY: SURFACE MOTION
 DL1282
 DL1282  HISTORY     - Date     Condition        Report By
 DL1282  HISTORY     - 1952     MONUMENTED       CGS
 DL1282  HISTORY     - 1965     GOOD             CGS
 DL1282
 DL1282                          STATION DESCRIPTION
 DL1282
 DL1282'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (BIW)
 DL1282'THE 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 HARRELL NO
 DL1282'2 1952, SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS
 DL1282'ABOUT 2 INCHES.  THE MARK IS 120 FEET WEST-SOUTHWEST OF THE WEST RAIL
 DL1282'OF MAIN TRACK OF THE CHICAGO ROCK ISLAND AND PACIFIC RAILROAD, 93 FEET
 DL1282'NORTHEAST OF A 36-INCH OAK TREE AND 15.4 FEET WEST-SOUTHWEST OF A WIRE
 DL1282'FENCE.
 DL1282'
 DL1282'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION HARRELL 1952,
 DL1282'DISTANCE BEING 26.757 METERS OR 87.78 FEET SOUTH.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF2118 ***********************************************************************
 FF2118  DESIGNATION -  HARRISBURG
 FF2118  PID         -  FF2118
 FF2118  STATE/COUNTY-  AR/POINSETT
 FF2118  COUNTRY     -  US
 FF2118  USGS QUAD   -  HARRISBURG (2017)
 FF2118
 FF2118                         *CURRENT SURVEY CONTROL
 FF2118  ______________________________________________________________________
 FF2118* NAD 83(1997) POSITION- 35 34 08.04539(N) 090 42 41.00959(W)   ADJUSTED
 FF2118* NAVD 88 ORTHO HEIGHT -   117.    (meters)      384.    (feet) SCALED
 FF2118  ______________________________________________________________________
 FF2118  GEOID HEIGHT    -        -27.617 (meters)                     GEOID18
 FF2118  LAPLACE CORR    -         -0.31  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF2118.GEOID18 height accuracy estimate available here.
 FF2118
 FF2118.Click photographs - Photos may exist for this station.
 FF2118
 FF2118.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF2118
 FF2118. The following values were computed from the NAD 83(1997) position.
 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     -   0.99998596  x   0.99993597  =   0.99992193
 FF2118!UTM  15      -   0.99998596  x   1.00013011  =   1.00011607
 FF2118
 FF2118_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV0740138545(NAD 83)
 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(1995)-  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
 FF2118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2118.See file dsdata.pdf to determine how the superseded data were derived.
 FF2118
 FF2118_MARKER: DS = TRIANGULATION STATION DISK
 FF2118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2118_STAMPING: HARRISBURG 1954
 FF2118_MARK LOGO: CGS
 FF2118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF2118+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FF2120 ***********************************************************************
 FF2120  DESIGNATION -  HARRISBURG ARK PWR LT RAD TWR
 FF2120  PID         -  FF2120
 FF2120  STATE/COUNTY-  AR/POINSETT
 FF2120  COUNTRY     -  US
 FF2120  USGS QUAD   -  HARRISBURG (2017)
 FF2120
 FF2120                         *CURRENT SURVEY CONTROL
 FF2120  ______________________________________________________________________
 FF2120* NAD 83(1997) POSITION- 35 33 46.21273(N) 090 42 40.82084(W)   ADJUSTED
 FF2120  ______________________________________________________________________
 FF2120  GEOID HEIGHT    -        -27.611 (meters)                     GEOID18
 FF2120  LAPLACE CORR    -         -0.30  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF2120.GEOID18 height accuracy estimate available here.
 FF2120
 FF2120.Click photographs - Photos may exist for this station.
 FF2120
 FF2120.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF2120
 FF2120. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV0742137872(NAD 83)
 FF2120
 FF2120                          SUPERSEDED SURVEY CONTROL
 FF2120
 FF2120  NAD 83(1995)-  35 33 46.21551(N)    090 42 40.82006(W) AD(       ) 3
 FF2120  NAD 83(1986)-  35 33 46.22520(N)    090 42 40.82029(W) AD(       ) 3
 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
 FF2120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2120.See file dsdata.pdf to determine how the superseded data were derived.
 FF2120
 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 = MARCH 20, 2026 22:17:28 EDT
 FF2117 ***********************************************************************
 FF2117  DESIGNATION -  HARRISBURG MOUTON RICE CO TANK
 FF2117  PID         -  FF2117
 FF2117  STATE/COUNTY-  AR/POINSETT
 FF2117  COUNTRY     -  US
 FF2117  USGS QUAD   -  HARRISBURG (2017)
 FF2117
 FF2117                         *CURRENT SURVEY CONTROL
 FF2117  ______________________________________________________________________
 FF2117* NAD 83(1997) POSITION- 35 34 03.32945(N) 090 43 19.04820(W)   ADJUSTED
 FF2117  ______________________________________________________________________
 FF2117  GEOID HEIGHT    -        -27.614 (meters)                     GEOID18
 FF2117  LAPLACE CORR    -         -0.26  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF2117.GEOID18 height accuracy estimate available here.
 FF2117
 FF2117.Click photographs - Photos may exist for this station.
 FF2117
 FF2117.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF2117
 FF2117. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV0644738377(NAD 83)
 FF2117
 FF2117                          SUPERSEDED SURVEY CONTROL
 FF2117
 FF2117  NAD 83(1995)-  35 34 03.33275(N)    090 43 19.04752(W) AD(       ) 3
 FF2117  NAD 83(1986)-  35 34 03.34204(N)    090 43 19.04763(W) AD(       ) 3
 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
 FF2117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2117.See file dsdata.pdf to determine how the superseded data were derived.
 FF2117
 FF2117_MARKER: 53 = ELEVATED TANK
 FF2117_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF2117+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2011
 FF2117
 FF2117  HISTORY     - Date     Condition        Report By
 FF2117  HISTORY     - 1953     FIRST OBSERVED   CGS
 FF2117  HISTORY     - 20110611 GOOD             GEOCAC
 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.
 FF2117
 FF2117                          STATION RECOVERY (2011)
 FF2117
 FF2117'RECOVERY NOTE BY GEOCACHING 2011 (JA)
 FF2117'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0806 ***********************************************************************
 GF0806  DESIGNATION -  HARRISON
 GF0806  PID         -  GF0806
 GF0806  STATE/COUNTY-  AR/BOONE
 GF0806  COUNTRY     -  US
 GF0806  USGS QUAD   -  HARRISON (2017)
 GF0806
 GF0806                         *CURRENT SURVEY CONTROL
 GF0806  ______________________________________________________________________
 GF0806* NAD 83(1997) POSITION- 36 14 28.01855(N) 093 06 57.46708(W)   ADJUSTED
 GF0806* NAVD 88 ORTHO HEIGHT -   381.    (meters)     1250.    (feet) SCALED
 GF0806  ______________________________________________________________________
 GF0806  GEOID HEIGHT    -        -28.281 (meters)                     GEOID18
 GF0806  LAPLACE CORR    -         -0.90  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0806.GEOID18 height accuracy estimate available here.
 GF0806
 GF0806.Click photographs - Photos may exist for this station.
 GF0806
 GF0806.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0806
 GF0806. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA8958010698(NAD 83)
 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
 GF0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0806.See file dsdata.pdf to determine how the superseded data were derived.
 GF0806
 GF0806_MARKER: DS = TRIANGULATION STATION DISK
 GF0806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0806_STAMPING: HARRISON 1954
 GF0806_MARK LOGO: CGS
 GF0806_PROJECTION: FLUSH
 GF0806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0806+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 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  COUNTRY     -  US
 DH7105  USGS QUAD   -  HARRISON (2017)
 DH7105
 DH7105                         *CURRENT SURVEY CONTROL
 DH7105  ______________________________________________________________________
 DH7105* NAD 83(2011) POSITION- 36 11 03.23697(N) 093 01 48.72575(W)   ADJUSTED
 DH7105* NAD 83(2011) ELLIP HT-   333.501 (meters)        (04/??/25)   ADJUSTED
 DH7105* NAD 83(2011) EPOCH   -  2010.00
 DH7105* NAVD 88 ORTHO HEIGHT -   361.776 (meters)     1186.93  (feet) ADJUSTED
 DH7105  ______________________________________________________________________
 DH7105  GEOID HEIGHT    -        -28.283 (meters)                     GEOID18
 DH7105  NAD 83(2011) X  -   -272,464.443 (meters)                     COMP
 DH7105  NAD 83(2011) Y  - -5,147,018.952 (meters)                     COMP
 DH7105  NAD 83(2011) Z  -  3,744,907.607 (meters)                     COMP
 DH7105  VERT ORDER      -  SECOND    CLASS I
 DH7105
 DH7105  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH7105  Standards:
 DH7105         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH7105            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH7105  -------------------------------------------------------------------
 DH7105  NETWORK    0.12   0.12           0.04   0.05   0.06     -0.33156500
 DH7105  -------------------------------------------------------------------
 DH7105
 DH7105.The coordinates were established by GPS observations
 DH7105.and adjusted by the National Geodetic Survey in April 2025.
 DH7105
 DH7105.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH7105.been affixed to the stable North American Tectonic Plate. 
 DH7105
 DH7105.The coordinates are valid at the epoch date displayed above
 DH7105.which is a decimal equivalence of Year/Month/Day.
 DH7105
 DH7105.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DH7105.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DH7105.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DH7105.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DH7105.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DH7105.published epoch of 2010.00.
 DH7105
 DH7105.Additional information on MYCS is available at:
 DH7105.https://geodesy.noaa.gov/CORS/index.shtml
 DH7105
 DH7105.The orthometric height was determined by differential leveling and
 DH7105.adjusted by the NATIONAL GEODETIC SURVEY
 DH7105.in February 2014.
 DH7105
 DH7105.No vertical observational check was made to the station.
 DH7105
 DH7105.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH7105.GEOID18 height accuracy estimate available here.
 DH7105
 DH7105.The PID for the CORS L1 Phase Center is DR3584.
 DH7105
 DH7105.Click photographs - Photos may exist for this station.
 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 following values were computed from the NAD 83(2011) position.
 DH7105
 DH7105;                    North         East     Units Scale Factor Converg.
 DH7105;SPC AR N     -   205,832.438   307,332.308   MT  0.99999066   -0 35 58.1
 DH7105;SPC AR N     -   675,301.92  1,008,306.08   sFT  0.99999066   -0 35 58.1
 DH7105;UTM  15      - 4,004,383.267   497,284.347   MT  0.99960009   -0 01 04.2
 DH7105
 DH7105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7105!SPC AR N     -   0.99994766  x   0.99999066  =   0.99993832
 DH7105!UTM  15      -   0.99994766  x   0.99960009  =   0.99954777
 DH7105
 DH7105_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA9728404383(NAD 83)
 DH7105
 DH7105                          SUPERSEDED SURVEY CONTROL
 DH7105
 DH7105  NAD 83(2011)-  36 11 03.23692(N)    093 01 48.72619(W) AD(2010.00) c
 DH7105  ELLIP H (06/??/19)  333.482  (m)                       GP(2010.00) c c
 DH7105  NAD 83(2011)-  36 11 03.23677(N)    093 01 48.72629(W) AD(2010.00) c
 DH7105  NAD 83(2011)-  36 11 03.23686(N)    093 01 48.72611(W) AD(2010.00) c
 DH7105  ELLIP H (08/??/11)  333.480  (m)                       GP(2010.00) c c
 DH7105  NAD 83(CORS)-  36 11 03.23689(N)    093 01 48.72621(W) AD(2002.00) c
 DH7105  ELLIP H (11/??/05)  333.496  (m)                       GP(2002.00) c c
 DH7105
 DH7105.Superseded values are not recommended for survey control.
 DH7105
 DH7105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH7105.See file dsdata.pdf to determine how the superseded data were derived.
 DH7105
 DH7105_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH7105_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH7105
 DH7105                          STATION DESCRIPTION
 DH7105
 DH7105'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DH7105'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DH7105'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DH7105'AND LOG FILES ACCESSIBLE AT:
 DH7105'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0347 ***********************************************************************
 GF0347  DESIGNATION -  HARRISON MUN APT STA A
 GF0347  PID         -  GF0347
 GF0347  STATE/COUNTY-  AR/BOONE
 GF0347  COUNTRY     -  US
 GF0347  USGS QUAD   -  BATAVIA (2017)
 GF0347
 GF0347                         *CURRENT SURVEY CONTROL
 GF0347  ______________________________________________________________________
 GF0347* NAD 83(1986) POSITION- 36 15 37.     (N) 093 09 04.     (W)   SCALED
 GF0347* NAVD 88 ORTHO HEIGHT -   415.208 (meters)     1362.23  (feet) ADJUSTED
 GF0347  ______________________________________________________________________
 GF0347  GEOID HEIGHT    -        -28.273 (meters)                     GEOID18
 GF0347  DYNAMIC HEIGHT  -        414.838 (meters)     1361.01  (feet) COMP
 GF0347  MODELED GRAVITY -    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 map and have
 GF0347.an estimated accuracy of +/- 6 seconds.
 GF0347
 GF0347.The orthometric height was determined by differential leveling and
 GF0347.adjusted by the NATIONAL GEODETIC SURVEY
 GF0347.in June 1991.
 GF0347
 GF0347.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0347.GEOID18 height accuracy estimate available here.
 GF0347
 GF0347.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA864128(NAD 83)
 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
 GF0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0347.See file dsdata.pdf to determine how the superseded data were derived.
 GF0347
 GF0347_MARKER: DT = TOPOGRAPHIC STATION DISK
 GF0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0347_STAMPING: AP 1965 STA A
 GF0347_MARK LOGO: CGS
 GF0347_PROJECTION: FLUSH
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0349 ***********************************************************************
 GF0349  DESIGNATION -  HARRISON MUN APT STA B
 GF0349  PID         -  GF0349
 GF0349  STATE/COUNTY-  AR/BOONE
 GF0349  COUNTRY     -  US
 GF0349  USGS QUAD   -  BATAVIA (2017)
 GF0349
 GF0349                         *CURRENT SURVEY CONTROL
 GF0349  ______________________________________________________________________
 GF0349* NAD 83(1986) POSITION- 36 16 09.     (N) 093 09 25.     (W)   SCALED
 GF0349* NAVD 88 ORTHO HEIGHT -   418.936 (meters)     1374.46  (feet) ADJUSTED
 GF0349  ______________________________________________________________________
 GF0349  GEOID HEIGHT    -        -28.276 (meters)                     GEOID18
 GF0349  DYNAMIC HEIGHT  -        418.564 (meters)     1373.24  (feet) COMP
 GF0349  MODELED GRAVITY -    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 map and have
 GF0349.an estimated accuracy of +/- 6 seconds.
 GF0349
 GF0349.The orthometric height was determined by differential leveling and
 GF0349.adjusted by the NATIONAL GEODETIC SURVEY
 GF0349.in June 1991.
 GF0349
 GF0349.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0349.GEOID18 height accuracy estimate available here.
 GF0349
 GF0349.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA859138(NAD 83)
 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
 GF0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0349.See file dsdata.pdf to determine how the superseded data were derived.
 GF0349
 GF0349_MARKER: DT = TOPOGRAPHIC STATION DISK
 GF0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0349_STAMPING: AP 1965 STA B
 GF0349_MARK LOGO: CGS
 GF0349_PROJECTION: FLUSH
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0348 ***********************************************************************
 GF0348  DESIGNATION -  HARRISON MUN ARP
 GF0348  PID         -  GF0348
 GF0348  STATE/COUNTY-  AR/BOONE
 GF0348  COUNTRY     -  US
 GF0348  USGS QUAD   -  BATAVIA (2017)
 GF0348
 GF0348                         *CURRENT SURVEY CONTROL
 GF0348  ______________________________________________________________________
 GF0348* NAD 83(1986) POSITION- 36 15 50.     (N) 093 09 12.     (W)   SCALED
 GF0348* NAVD 88 ORTHO HEIGHT -   415.104 (meters)     1361.89  (feet) ADJUSTED
 GF0348  ______________________________________________________________________
 GF0348  GEOID HEIGHT    -        -28.274 (meters)                     GEOID18
 GF0348  DYNAMIC HEIGHT  -        414.734 (meters)     1360.67  (feet) COMP
 GF0348  MODELED GRAVITY -    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 map and have
 GF0348.an estimated accuracy of +/- 6 seconds.
 GF0348
 GF0348.The orthometric height was determined by differential leveling and
 GF0348.adjusted by the NATIONAL GEODETIC SURVEY
 GF0348.in June 1991.
 GF0348
 GF0348.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0348.GEOID18 height accuracy estimate available here.
 GF0348
 GF0348.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA862132(NAD 83)
 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
 GF0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0348.See file dsdata.pdf to determine how the superseded data were derived.
 GF0348
 GF0348_MARKER: DT = TOPOGRAPHIC STATION DISK
 GF0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0348_STAMPING: ARP 1965
 GF0348_MARK LOGO: CGS
 GF0348_PROJECTION: FLUSH
 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  HISTORY     - 20150720 MARK NOT FOUND   INDIV
 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.
 GF0348
 GF0348                          STATION RECOVERY (2015)
 GF0348
 GF0348'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (RLJ)
 GF0348'REFERENCES ON DATA SHEET NO LONGER PROMINATE, GRASS RUNWAYS ARE GONE
 GF0348'
 GF0348'PRESUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0805 ***********************************************************************
 GF0805  DESIGNATION -  HARRISON RADIO STA KHOZ MAST
 GF0805  PID         -  GF0805
 GF0805  STATE/COUNTY-  AR/BOONE
 GF0805  COUNTRY     -  US
 GF0805  USGS QUAD   -  HARRISON (2017)
 GF0805
 GF0805                         *CURRENT SURVEY CONTROL
 GF0805  ______________________________________________________________________
 GF0805* NAD 83(1997) POSITION- 36 14 35.44216(N) 093 06 43.47722(W)   ADJUSTED
 GF0805  ______________________________________________________________________
 GF0805  GEOID HEIGHT    -        -28.283 (meters)                     GEOID18
 GF0805  LAPLACE CORR    -         -0.79  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0805.GEOID18 height accuracy estimate available here.
 GF0805
 GF0805.Click photographs - Photos may exist for this station.
 GF0805
 GF0805.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0805
 GF0805. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA8992910926(NAD 83)
 GF0805
 GF0805                          SUPERSEDED SURVEY CONTROL
 GF0805
 GF0805  NAD 83(1986)-  36 14 35.45330(N)    093 06 43.47858(W) AD(       ) 3
 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
 GF0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0805.See file dsdata.pdf to determine how the superseded data were derived.
 GF0805
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0813 ***********************************************************************
 GF0813  DESIGNATION -  HARRISON ST HWY DEPT MAST
 GF0813  PID         -  GF0813
 GF0813  STATE/COUNTY-  AR/BOONE
 GF0813  COUNTRY     -  US
 GF0813  USGS QUAD   -  GAITHER (2017)
 GF0813
 GF0813                         *CURRENT SURVEY CONTROL
 GF0813  ______________________________________________________________________
 GF0813* NAD 83(1997) POSITION- 36 09 45.24976(N) 093 13 08.25689(W)   ADJUSTED
 GF0813  ______________________________________________________________________
 GF0813  GEOID HEIGHT    -        -28.084 (meters)                     GEOID18
 GF0813  LAPLACE CORR    -         -4.13  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0813.GEOID18 height accuracy estimate available here.
 GF0813
 GF0813.Click photographs - Photos may exist for this station.
 GF0813
 GF0813.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0813
 GF0813. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA8030602002(NAD 83)
 GF0813
 GF0813                          SUPERSEDED SURVEY CONTROL
 GF0813
 GF0813  NAD 83(1986)-  36 09 45.26041(N)    093 13 08.25968(W) AD(       ) 3
 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
 GF0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0813.See file dsdata.pdf to determine how the superseded data were derived.
 GF0813
 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 = MARCH 20, 2026 22:17:28 EDT
 EH3042 ***********************************************************************
 EH3042  DESIGNATION -  HARS
 EH3042  PID         -  EH3042
 EH3042  STATE/COUNTY-  AR/JEFFERSON
 EH3042  COUNTRY     -  US
 EH3042  USGS QUAD   -  SHERRILL (2017)
 EH3042
 EH3042                         *CURRENT SURVEY CONTROL
 EH3042  ______________________________________________________________________
 EH3042* NAD 83(1997) POSITION- 34 23 23.52033(N) 091 57 11.55022(W)   ADJUSTED
 EH3042* NAVD 88 ORTHO HEIGHT -    66.    (meters)      217.    (feet) SCALED
 EH3042  ______________________________________________________________________
 EH3042  GEOID HEIGHT    -        -26.144 (meters)                     GEOID18
 EH3042  LAPLACE CORR    -         -0.72  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH3042.GEOID18 height accuracy estimate available here.
 EH3042
 EH3042.Click photographs - Photos may exist for this station.
 EH3042
 EH3042.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH3042
 EH3042. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU9622705881(NAD 83)
 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
 EH3042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3042.See file dsdata.pdf to determine how the superseded data were derived.
 EH3042
 EH3042_MARKER: DD = SURVEY DISK
 EH3042_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EH3042_STAMPING: HARS
 EH3042_MARK LOGO: CGS+SS
 EH3042_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH3042
 EH3042  HISTORY     - Date     Condition        Report By
 EH3042  HISTORY     - 1934     MONUMENTED       ARGS
 EH3042
 EH3042                          STATION DESCRIPTION
 EH3042
 EH3042'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1934 (CDM)
 EH3042'STATION IS 0.95 MILE SOUTH-SOUTHEAST OF TRIANGULATION STATION
 EH3042'SHERRILL, ABOUT 40 FEET WEST OF THE WEST RAIL OF RAILROAD TRACK, AT
 EH3042'POINT OF INTERSECTION OF CURVE IN TRACK.
 EH3042'
 EH3042'THE STATION IS A STANDARD CGS TRAVERSE DISK, SET IN 6- BY 6-INCH
 EH3042'CONCRETE POST, AND STAMPED U S C AND G SURVEY AND STATE SURVEY
 EH3042'TRAVERSE STATION H.A.R.S.  MARK PROJECTS ABOUT 5 INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FH0236 ***********************************************************************
 FH0236  DESIGNATION -  HARTFORD
 FH0236  PID         -  FH0236
 FH0236  STATE/COUNTY-  AR/SEBASTIAN
 FH0236  COUNTRY     -  US
 FH0236  USGS QUAD   -  HARTFORD (2017)
 FH0236
 FH0236                         *CURRENT SURVEY CONTROL
 FH0236  ______________________________________________________________________
 FH0236* NAD 83(1986) POSITION- 35 01 15.     (N) 094 22 51.     (W)   SCALED
 FH0236* NAVD 88 ORTHO HEIGHT -   199.289 (meters)      653.83  (feet) ADJUSTED
 FH0236  ______________________________________________________________________
 FH0236  GEOID HEIGHT    -        -31.072 (meters)                     GEOID18
 FH0236  DYNAMIC HEIGHT  -        199.086 (meters)      653.17  (feet) COMP
 FH0236  MODELED GRAVITY -    979,613.3   (mgal)                       NAVD 88
 FH0236
 FH0236  VERT ORDER      -  SECOND    CLASS 0
 FH0236
 FH0236.The horizontal coordinates were scaled from a map and have
 FH0236.an estimated accuracy of +/- 6 seconds.
 FH0236
 FH0236.The orthometric height was determined by differential leveling and
 FH0236.adjusted by the NATIONAL GEODETIC SURVEY
 FH0236.in June 1991.
 FH0236
 FH0236.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0236.GEOID18 height accuracy estimate available here.
 FH0236
 FH0236.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU740762(NAD 83)
 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
 FH0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0236.See file dsdata.pdf to determine how the superseded data were derived.
 FH0236
 FH0236_MARKER: DB = BENCH MARK DISK
 FH0236_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FH0236_SP_SET: BUILDING
 FH0236_STAMPING: HARTFORD 1934
 FH0236_MARK LOGO: CGS
 FH0236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0236
 FH0236  HISTORY     - Date     Condition        Report By
 FH0236  HISTORY     - 1934     MONUMENTED       CGS
 FH0236  HISTORY     - 1959     GOOD             CGS
 FH0236
 FH0236                          STATION DESCRIPTION
 FH0236
 FH0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 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 COAST AND GEODETIC SURVEY 1959
 FH0236'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FH1177 ***********************************************************************
 FH1177  DESIGNATION -  HARTFORD
 FH1177  PID         -  FH1177
 FH1177  STATE/COUNTY-  AR/SEBASTIAN
 FH1177  COUNTRY     -  US
 FH1177  USGS QUAD   -  HARTFORD (2017)
 FH1177
 FH1177                         *CURRENT SURVEY CONTROL
 FH1177  ______________________________________________________________________
 FH1177* NAD 83(1997) POSITION- 35 01 14.75379(N) 094 23 13.23421(W)   ADJUSTED
 FH1177* NAVD 88 ORTHO HEIGHT -   200.3   (meters)      657.    (feet) VERTCON3
 FH1177  ______________________________________________________________________
 FH1177  GEOID HEIGHT    -        -31.082 (meters)                     GEOID18
 FH1177  LAPLACE CORR    -          2.38  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1177.GEOID18 height accuracy estimate available here.
 FH1177
 FH1177.Click photographs - Photos may exist for this station.
 FH1177
 FH1177.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH1177
 FH1177. The following values were computed from the NAD 83(1997) position.
 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     -   0.99997344  x   0.99998396  =   0.99995740
 FH1177!SPC OK S     -   0.99997344  x   0.99996489  =   0.99993833
 FH1177!UTM  15      -   0.99997344  x   0.99979734  =   0.99977078
 FH1177
 FH1177:                Primary Azimuth Mark                     Grid Az
 FH1177:SPC AR N     -  POTEAU MTN LOOKOUT TOWER                 171 17 36.0
 FH1177:SPC OK S     -  POTEAU MTN LOOKOUT TOWER                 167 51 12.7
 FH1177:UTM  15      -  POTEAU MTN LOOKOUT TOWER                 170 42 01.5
 FH1177
 FH1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU7346076224(NAD 83)
 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(1993)-  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  USSD        -  35 01 14.49000(N)    094 23 12.48800(W) AD(       ) 3
 FH1177  NGVD 29 (07/19/86)  200.2    (m)          657.     (f) VERT ANG       
 FH1177
 FH1177.Superseded values are not recommended for survey control.
 FH1177
 FH1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1177.See file dsdata.pdf to determine how the superseded data were derived.
 FH1177
 FH1177_MARKER: DS = TRIANGULATION STATION DISK
 FH1177_SETTING: 66 = SET IN ROCK OUTCROP
 FH1177
 FH1177  HISTORY     - Date     Condition        Report By
 FH1177  HISTORY     - 1916     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 1916 (EHP)
 FH1177'IN TOWN OF HARTFORD, ON LAND OWNED BY CENTRAL COAL COMPANY, AT PRESENT
 FH1177'RENTED BY MRS. BELLE OWEN, 500 METERS (1,640 FEET) WEST OF ROCK ISLAND
 FH1177'DEPOT, 100 METERS (328 FEET) NORTH OF TRACK, 75 METERS (246 FEET)
 FH1177'EAST OF CENTRAL COAL COMPANY DUMP, 200 METERS (656 FEET) SOUTHEAST OF
 FH1177'PUBLIC SCHOOL BUILDING, IN NORTHEAST CORNER OF MRS. OWENS YARD, 1
 FH1177'METER (3 FEET) WEST OF BACK FENCE AND 2.5 METERS (8 FEET) FROM
 FH1177'DIVISION FENCE TO N.
 FH1177'
 FH1177'SURFACE MARK IS A BRONZE STATION DISK IN BEDROCK.  REFERENCE MARKS ARE
 FH1177'BRONZE REFERENCE DISKS IN BEDROCK.
 FH1177'
 FH1177'REFERENCE MARK NO. 1 IS 1.18 METERS (3.9 FEET) FROM STATION, N 50 DEG
 FH1177'05 MIN W.
 FH1177'
 FH1177'REFERENCE MARK NO. 2 IS 5.86 METERS (19.2 FEET) FROM STATION, N 81 DEG
 FH1177'32 MIN W.
 FH1177'
 FH1177'THREE WITNESS MARKS ARE AT THE FOLLOWING DISTANCES AND AZIMUTHS FROM
 FH1177'STATION- NO. 1, 15.8 METERS (52 FEET), S 70 DEG 29 MIN W, NO. 2, 18.75
 FH1177'METERS (61.5 FEET), N 34 DEG 53 MIN W, NO. 3, 15.8 METERS (52 FEET),
 FH1177'N 03 DEG E.  AZMUTH TO NW ONE OF 4 STACKS AT MINE, S 43 DEG 17 MIN 48
 FH1177'SEC E, TO BALL ON SOUTHEAST CORNER OF GRAND VIEW HOTEL, N 83 DEG 19
 FH1177'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 MARKS
 FH1177'RECOVERED.  ONLY ONE WITNESS MARK COULD BE FOUND.
 FH1177'
 FH1177'STATION IS IN THE WEST PART OF THE TOWN OF HARTFORD, ABOUT 650 FEET
 FH1177'SOUTHEAST OF THE PUBLIC SCHOOL, ON LAND OWNED BY THE CENTRAL COAL
 FH1177'COMPANY AND AT PRESENT RENTED BY ANDREW GREER.  IT IS ABOUT 250 FEET
 FH1177'WEST OF THE CENTRAL COAL COMPANY DUMP, ABOUT 200 FEET EAST OF STREET,
 FH1177'53 FEET NORTHEAST OF THE NORTHEAST CORNER OF MR. GREERS HOUSE, 40.5
 FH1177'FEET SOUTHEAST OF THE CENTER OF A WELL, 4 FEET WEST OF THE BACK FENCE
 FH1177'OF MR. GREERS YARD, AND 20 FEET SOUTH OF THE FENCE BETWEEN MR. GREERS
 FH1177'YARD AND MR. JOHN W. WHITES YARD.
 FH1177'
 FH1177'THE STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE IN A
 FH1177'DEPRESSION IN BEDROCK.  IT IS ABOUT 2 INCHES BELOW THE SURFACE OF THE
 FH1177'GROUND.
 FH1177'
 FH1177'REFERENCE MARK NO. 1 IS NORTHWEST OF THE STATION, 7 FEET WEST OF THE
 FH1177'BACK FENCE OF THE YARD AND 18 FEET SOUTH OF THE FENCE BETWEEN TWO
 FH1177'YARDS.  IT IS A BRONZE REFERENCE DISK SET IN CONCRETE IN A DEPRESSION
 FH1177'IN BEDROCK.  IT IS FLUSH WITH THE SURFACE.  THE TOP OF THE MARK HAS
 FH1177'BEEN PARTLY BATTERED.  NO NUMBER COULD BE FOUND ON IT.  IT IS STAMPED
 FH1177'HARTFORD LAPLACE 1916.
 FH1177'
 FH1177'REFERENCE MARK NO. 2 IS WEST OF THE STATION, 39.5 FEET NORTHEAST OF
 FH1177'THE NORTHEAST CORNER OF GREERS HOUSE, 23 FEET SOUTHEAST OF THE CENTER
 FH1177'OF THE WELL, 23 FEET WEST OF THE BACK FENCE OF THE YARD, 18.5 FEET
 FH1177'SOUTH OF THE FENCE BETWEEN TWO YARDS, AND IS AT PRESENT IN A GARDEN.
 FH1177'IT IS FLUSH WITH THE SURFACE, STAMPED HARTFORD LAPLACE 1916.  THE TOP
 FH1177'OF THE MARK IS PARTLY BATTERED.  NO NUMBER COULD BE FOUND ON IT.
 FH1177'
 FH1177'AZIMUTH MARK (1935) IS NORTH OF THE STATION, 110 FEET NORTH OF THE
 FH1177'CENTERLINE OF AN EAST-WEST STREET (STATE HIGHWAY 45), 25 FEET EAST OF
 FH1177'THE CENTERLINE OF THE STREET ALONG THE EAST SIDE OF THE SCHOOL
 FH1177'GROUNDS, AND 3 FEET WEST OF THE RIGHT-OF-WAY FENCE.  IT IS SET.  IT
 FH1177'PROJECTS 5 INCHES AND IS STAMPED HARTFORD AZIMUTH (NO DATE).
 FH1177'
 FH1177'ONLY ONE WITNESS MARK COULD BE FOUND.  IT IS A TRIANGULAR BLAZE ON AN
 FH1177'18-INCH ELM TREE.  THE BLAZE HAS ALMOST GROWN OVER BUT IT CAN STILL BE
 FH1177'RECOGNIZED.  THE TREE IS ON THE FENCELINE AT THE BACK OF MR. WHITES
 FH1177'YARD, 51 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF MR. WHITES
 FH1177'HOUSE, AND 32 FEET NORTH OF THE FENCE BETWEEN THE TWO YARDS.
 FH1177'
 FH1177'THE STACK AT THE COAL MINE AND THE GRAND VIEW HOTEL COULD NOT BE SEEN
 FH1177'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 IN GOOD
 FH1177'CONDITION.  THE 1935 DESCRIPTION IS ADEQUATE FOR RECOVERY.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1683 ***********************************************************************
 EH1683  DESIGNATION -  HARU
 EH1683  PID         -  EH1683
 EH1683  STATE/COUNTY-  AR/JEFFERSON
 EH1683  COUNTRY     -  US
 EH1683  USGS QUAD   -  ROB ROY (2017)
 EH1683
 EH1683                         *CURRENT SURVEY CONTROL
 EH1683  ______________________________________________________________________
 EH1683* NAD 83(1986) POSITION- 34 18 16.     (N) 091 52 52.     (W)   SCALED
 EH1683* NAVD 88 ORTHO HEIGHT -    62.47  (+/-2cm)      205.0   (feet) VERTCON3
 EH1683  ______________________________________________________________________
 EH1683  GEOID HEIGHT    -        -26.094 (meters)                     GEOID18
 EH1683  VERT ORDER      -  ? (See Below)
 EH1683
 EH1683.The horizontal coordinates were scaled from a 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
 EH1683.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1683.GEOID18 height accuracy estimate available here.
 EH1683
 EH1683.The vertical order pertains to the NGVD 29 superseded value.
 EH1683
 EH1683.Click photographs - Photos may exist for this station.
 EH1683
 EH1683;                    North         East    Units  Estimated Accuracy
 EH1683;SPC AR S     -   581,660.      410,940.      MT  (+/- 180 meters Scaled)
 EH1683
 EH1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT029964(NAD 83)
 EH1683
 EH1683                          SUPERSEDED SURVEY CONTROL
 EH1683
 EH1683  NGVD 29 (11/26/84)   62.498  (m)          205.05   (f) ADJUSTED       
 EH1683
 EH1683.Superseded values are not recommended for survey control.
 EH1683
 EH1683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1683.See file dsdata.pdf to determine how the superseded data were derived.
 EH1683
 EH1683_MARKER: DD = SURVEY DISK
 EH1683_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EH1683_STAMPING: HARU
 EH1683_MARK LOGO: CGS+SS
 EH1683_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1683
 EH1683  HISTORY     - Date     Condition        Report By
 EH1683  HISTORY     - 1934     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 = MARCH 20, 2026 22:17:28 EDT
 EJ2054 ***********************************************************************
 EJ2054  DESIGNATION -  HARVEY
 EJ2054  PID         -  EJ2054
 EJ2054  STATE/COUNTY-  AR/SCOTT
 EJ2054  COUNTRY     -  US
 EJ2054  USGS QUAD   -  HARVEY (2017)
 EJ2054
 EJ2054                         *CURRENT SURVEY CONTROL
 EJ2054  ______________________________________________________________________
 EJ2054* NAD 83(1997) POSITION- 34 51 06.05513(N) 093 47 03.36366(W)   ADJUSTED
 EJ2054* NAVD 88 ORTHO HEIGHT -   208.59  (+/-2cm)      684.3   (feet) VERTCON3
 EJ2054  ______________________________________________________________________
 EJ2054  GEOID HEIGHT    -        -29.966 (meters)                     GEOID18
 EJ2054  LAPLACE CORR    -          2.46  (seconds)                    DEFLEC18
 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
 EJ2054.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ2054.GEOID18 height accuracy estimate available here.
 EJ2054
 EJ2054.The vertical order pertains to the NGVD 29 superseded value.
 EJ2054
 EJ2054.Click photographs - Photos may exist for this station.
 EJ2054
 EJ2054.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ2054
 EJ2054. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 EJ2054:SPC AR N     -  HARVEY 2 AZ MK                           210 44 45.7
 EJ2054:UTM  15      -  HARVEY 2 AZ MK                           210 09 21.5
 EJ2054
 EJ2054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU2830456875(NAD 83)
 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(1993)-  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             208.52   (m)          684.1    (f) LEVELING    3  
 EJ2054
 EJ2054.Superseded values are not recommended for survey control.
 EJ2054
 EJ2054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2054.See file dsdata.pdf to determine how the superseded data were derived.
 EJ2054
 EJ2054_MARKER: DS = TRIANGULATION STATION DISK
 EJ2054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ2054_STAMPING: HARVEY 1956
 EJ2054_MARK LOGO: CGS
 EJ2054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ2054+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ2055 ***********************************************************************
 EJ2055  DESIGNATION -  HARVEY 2
 EJ2055  PID         -  EJ2055
 EJ2055  STATE/COUNTY-  AR/SCOTT
 EJ2055  COUNTRY     -  US
 EJ2055  USGS QUAD   -  HARVEY (2017)
 EJ2055
 EJ2055                         *CURRENT SURVEY CONTROL
 EJ2055  ______________________________________________________________________
 EJ2055* NAD 83(1997) POSITION- 34 51 07.09454(N) 093 47 02.67314(W)   NO CHECK
 EJ2055* NAVD 88 ORTHO HEIGHT -   209.9   (meters)      689.    (feet) VERTCON3
 EJ2055  ______________________________________________________________________
 EJ2055  GEOID HEIGHT    -        -29.966 (meters)                     GEOID18
 EJ2055  LAPLACE CORR    -          2.45  (seconds)                    DEFLEC18
 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
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ2055.GEOID18 height accuracy estimate available here.
 EJ2055
 EJ2055.Click photographs - Photos may exist for this station.
 EJ2055
 EJ2055.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ2055
 EJ2055. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 EJ2055:SPC AR N     -  HARVEY 2 AZ MK                           210 40 01.2
 EJ2055:UTM  15      -  HARVEY 2 AZ MK                           210 04 37.0
 EJ2055
 EJ2055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU2832256907(NAD 83)
 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(1993)-  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
 EJ2055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2055.See file dsdata.pdf to determine how the superseded data were derived.
 EJ2055
 EJ2055_MARKER: DS = TRIANGULATION STATION DISK
 EJ2055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ2055_STAMPING: HARVEY 2 1960
 EJ2055_MARK LOGO: CGS
 EJ2055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ2055+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EH3040 ***********************************************************************
 EH3040  DESIGNATION -  HARX
 EH3040  PID         -  EH3040
 EH3040  STATE/COUNTY-  AR/JEFFERSON
 EH3040  COUNTRY     -  US
 EH3040  USGS QUAD   -  SHERRILL (2017)
 EH3040
 EH3040                         *CURRENT SURVEY CONTROL
 EH3040  ______________________________________________________________________
 EH3040* NAD 83(1997) POSITION- 34 25 21.86596(N) 091 57 14.22744(W)   ADJUSTED
 EH3040* NAVD 88 ORTHO HEIGHT -    67.    (meters)      220.    (feet) SCALED
 EH3040  ______________________________________________________________________
 EH3040  GEOID HEIGHT    -        -26.175 (meters)                     GEOID18
 EH3040  LAPLACE CORR    -         -0.83  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH3040.GEOID18 height accuracy estimate available here.
 EH3040
 EH3040.Click photographs - Photos may exist for this station.
 EH3040
 EH3040.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH3040
 EH3040. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU9612109526(NAD 83)
 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
 EH3040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3040.See file dsdata.pdf to determine how the superseded data were derived.
 EH3040
 EH3040_MARKER: DD = SURVEY DISK
 EH3040_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EH3040_STAMPING: HARX
 EH3040_MARK LOGO: CGS+SS
 EH3040_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2259 ***********************************************************************
 EH2259  DESIGNATION -  HAS
 EH2259  PID         -  EH2259
 EH2259  STATE/COUNTY-  AR/LONOKE
 EH2259  COUNTRY     -  US
 EH2259  USGS QUAD   -  ENGLAND (2017)
 EH2259
 EH2259                         *CURRENT SURVEY CONTROL
 EH2259  ______________________________________________________________________
 EH2259* NAD 83(1986) POSITION- 34 32 19.     (N) 091 55 29.     (W)   SCALED
 EH2259* NAVD 88 ORTHO HEIGHT -    67.413 (meters)      221.17  (feet) POSTED
 EH2259  ______________________________________________________________________
 EH2259  GEOID HEIGHT    -        -26.327 (meters)                     GEOID18
 EH2259  DYNAMIC HEIGHT  -         67.35  (meters)      221.0   (feet) COMP
 EH2259  MODELED GRAVITY -    979,693.0   (mgal)                       NAVD 88
 EH2259
 EH2259  VERT ORDER      -  * POSTED, SEE BELOW
 EH2259
 EH2259.The horizontal coordinates were scaled from a 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
 EH2259.* This is a POSTED BENCH MARK height.
 EH2259
 EH2259.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2259.GEOID18 height accuracy estimate available here.
 EH2259
 EH2259.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU986224(NAD 83)
 EH2259
 EH2259                          SUPERSEDED SURVEY CONTROL
 EH2259
 EH2259  NGVD 29 (11/26/84)   67.448  (m)          221.29   (f) ADJUSTED    2 0
 EH2259
 EH2259.Superseded values are not recommended for survey control.
 EH2259
 EH2259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2259.See file dsdata.pdf to determine how the superseded data were derived.
 EH2259
 EH2259_MARKER: DD = SURVEY DISK
 EH2259_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EH2259_STAMPING: HAS 1934
 EH2259_MARK LOGO: CGS+SS
 EH2259_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1888 ***********************************************************************
 EJ1888  DESIGNATION -  HASKELL STATE MENTAL HOSP TANK
 EJ1888  PID         -  EJ1888
 EJ1888  STATE/COUNTY-  AR/SALINE
 EJ1888  COUNTRY     -  US
 EJ1888  USGS QUAD   -  HASKELL (2017)
 EJ1888
 EJ1888                         *CURRENT SURVEY CONTROL
 EJ1888  ______________________________________________________________________
 EJ1888* NAD 83(1997) POSITION- 34 31 27.77183(N) 092 39 02.40947(W)   ADJUSTED
 EJ1888  ______________________________________________________________________
 EJ1888  GEOID HEIGHT    -        -26.420 (meters)                     GEOID18
 EJ1888  LAPLACE CORR    -          2.02  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1888.GEOID18 height accuracy estimate available here.
 EJ1888
 EJ1888.Click photographs - Photos may exist for this station.
 EJ1888
 EJ1888.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1888
 EJ1888. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU3206020356(NAD 83)
 EJ1888
 EJ1888                          SUPERSEDED SURVEY CONTROL
 EJ1888
 EJ1888  NAD 83(1986)-  34 31 27.78336(N)    092 39 02.40071(W) AD(       ) 3
 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
 EJ1888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1888.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1888
 EJ1888_MARKER: 53 = ELEVATED 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 = MARCH 20, 2026 22:17:28 EDT
 EK0882 ***********************************************************************
 EK0882  DESIGNATION -  HATFIELD
 EK0882  PID         -  EK0882
 EK0882  STATE/COUNTY-  AR/POLK
 EK0882  COUNTRY     -  US
 EK0882  USGS QUAD   -  VANDERVOORT (2017)
 EK0882
 EK0882                         *CURRENT SURVEY CONTROL
 EK0882  ______________________________________________________________________
 EK0882* NAD 83(1997) POSITION- 34 29 12.04919(N) 094 21 49.62047(W)   ADJUSTED
 EK0882* NAVD 88 ORTHO HEIGHT -   318.    (meters)     1043.    (feet) SCALED
 EK0882  ______________________________________________________________________
 EK0882  GEOID HEIGHT    -        -30.084 (meters)                     GEOID18
 EK0882  LAPLACE CORR    -          5.10  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0882.GEOID18 height accuracy estimate available here.
 EK0882
 EK0882.Click photographs - Photos may exist for this station.
 EK0882
 EK0882.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0882
 EK0882. The following values were computed from the NAD 83(1997) position.
 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  =   0.99990434
 EK0882!SPC OK S     -   0.99995479  x   0.99993738  =   0.99989218
 EK0882!UTM  15      -   0.99995479  x   0.99979328  =   0.99974808
 EK0882
 EK0882:                Primary Azimuth Mark                     Grid Az
 EK0882:SPC AR S     -  BEE MTN LOOKOUT TOWER                    088 48 15.1
 EK0882:SPC OK S     -  BEE MTN LOOKOUT TOWER                    085 25 02.0
 EK0882:UTM  15      -  BEE MTN LOOKOUT TOWER                    088 15 12.6
 EK0882
 EK0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU7477616964(NAD 83)
 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(1993)-  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
 EK0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0882.See file dsdata.pdf to determine how the superseded data were derived.
 EK0882
 EK0882_MARKER: DS = TRIANGULATION STATION DISK
 EK0882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0882_STAMPING: HATFIELD 1952
 EK0882_MARK LOGO: CGS
 EK0882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0882+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1788 ***********************************************************************
 FG1788  DESIGNATION -  HATLEY
 FG1788  PID         -  FG1788
 FG1788  STATE/COUNTY-  AR/VAN BUREN
 FG1788  COUNTRY     -  US
 FG1788  USGS QUAD   -  LOST CORNER (2017)
 FG1788
 FG1788                         *CURRENT SURVEY CONTROL
 FG1788  ______________________________________________________________________
 FG1788* NAD 83(1997) POSITION- 35 33 36.70273(N) 092 46 09.37211(W)   ADJUSTED
 FG1788* NAVD 88 ORTHO HEIGHT -   555.    (meters)     1821.    (feet) SCALED
 FG1788  ______________________________________________________________________
 FG1788  GEOID HEIGHT    -        -28.179 (meters)                     GEOID18
 FG1788  LAPLACE CORR    -          1.38  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1788.GEOID18 height accuracy estimate available here.
 FG1788
 FG1788.Click photographs - Photos may exist for this station.
 FG1788
 FG1788.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1788
 FG1788. The following values were computed from the NAD 83(1997) position.
 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     -   0.99991731  x   0.99993602  =   0.99985334
 FG1788!UTM  15      -   0.99991731  x   0.99960539  =   0.99952273
 FG1788
 FG1788:                Primary Azimuth Mark                     Grid Az
 FG1788:SPC AR N     -  WALKER LOOKOUT TOWER                     325 57 22.4
 FG1788:UTM  15      -  WALKER LOOKOUT TOWER                     325 22 27.8
 FG1788
 FG1788_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV2091035193(NAD 83)
 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
 FG1788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1788.See file dsdata.pdf to determine how the superseded data were derived.
 FG1788
 FG1788_MARKER: DS = TRIANGULATION STATION DISK
 FG1788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1788_STAMPING: HATLEY 1954
 FG1788_MARK LOGO: CGS
 FG1788_PROJECTION: PROJECTING
 FG1788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1788+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EK0890 ***********************************************************************
 EK0890  DESIGNATION -  HATTON
 EK0890  PID         -  EK0890
 EK0890  STATE/COUNTY-  AR/POLK
 EK0890  COUNTRY     -  US
 EK0890  USGS QUAD   -  BOG SPRINGS (2017)
 EK0890
 EK0890                         *CURRENT SURVEY CONTROL
 EK0890  ______________________________________________________________________
 EK0890* NAD 83(1997) POSITION- 34 22 29.79535(N) 094 23 01.52094(W)   ADJUSTED
 EK0890* NAVD 88 ORTHO HEIGHT -   348.    (meters)     1142.    (feet) SCALED
 EK0890  ______________________________________________________________________
 EK0890  GEOID HEIGHT    -        -29.446 (meters)                     GEOID18
 EK0890  LAPLACE CORR    -          4.44  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0890.GEOID18 height accuracy estimate available here.
 EK0890
 EK0890.Click photographs - Photos may exist for this station.
 EK0890
 EK0890.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0890
 EK0890. The following values were computed from the NAD 83(1997) position.
 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     -   0.99994999  x   0.99993607  =   0.99988606
 EK0890!SPC OK S     -   0.99994999  x   0.99994258  =   0.99989257
 EK0890!UTM  15      -   0.99994999  x   0.99979952  =   0.99974952
 EK0890
 EK0890:                Primary Azimuth Mark                     Grid Az
 EK0890:SPC AR S     -  HATTON AZ MK                             353 01 23.7
 EK0890:SPC OK S     -  HATTON AZ MK                             349 38 11.2
 EK0890:UTM  15      -  HATTON AZ MK                             352 28 13.7
 EK0890
 EK0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU7277204597(NAD 83)
 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(1993)-  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
 EK0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0890.See file dsdata.pdf to determine how the superseded data were derived.
 EK0890
 EK0890_MARKER: DS = TRIANGULATION STATION DISK
 EK0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0890_STAMPING: HATTON 1952
 EK0890_MARK LOGO: CGS
 EK0890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0890+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DM1180 ***********************************************************************
 DM1180  DESIGNATION -  HAWKINS
 DM1180  PID         -  DM1180
 DM1180  STATE/COUNTY-  AR/LITTLE RIVER
 DM1180  COUNTRY     -  US
 DM1180  USGS QUAD   -  ASHDOWN WEST (2017)
 DM1180
 DM1180                         *CURRENT SURVEY CONTROL
 DM1180  ______________________________________________________________________
 DM1180* NAD 83(1997) POSITION- 33 39 43.67315(N) 094 10 28.14885(W)   ADJUSTED
 DM1180* NAVD 88 ORTHO HEIGHT -   101.93  (+/-2cm)      334.4   (feet) VERTCON3
 DM1180  ______________________________________________________________________
 DM1180  GEOID HEIGHT    -        -27.050 (meters)                     GEOID18
 DM1180  LAPLACE CORR    -         -0.22  (seconds)                    DEFLEC18
 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
 DM1180.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1180.GEOID18 height accuracy estimate available here.
 DM1180
 DM1180.The vertical order pertains to the NGVD 29 superseded value.
 DM1180
 DM1180.Click photographs - Photos may exist for this station.
 DM1180
 DM1180.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM1180
 DM1180. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 DM1180:SPC AR S     -  HAWKINS AZ MK                            176 36 40.5
 DM1180:SPC TXNC     -  HAWKINS AZ MK                            173 02 06.4
 DM1180:UTM  15      -  HAWKINS AZ MK                            176 02 43.1
 DM1180
 DM1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT9110825313(NAD 83)
 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(1993)-  33 39 43.67756(N)    094 10 28.14481(W) AD(       ) 1
 DM1180  NAD 83(1993)-  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             101.94   (m)          334.4    (f) LEVELING    3  
 DM1180
 DM1180.Superseded values are not recommended for survey control.
 DM1180
 DM1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1180.See file dsdata.pdf to determine how the superseded data were derived.
 DM1180
 DM1180_MARKER: DS = TRIANGULATION STATION DISK
 DM1180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1180_STAMPING: HAWKINS 1930
 DM1180_MARK LOGO: CGS
 DM1180_PROJECTION: RECESSED 46 CENTIMETERS
 DM1180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1180+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DM1176 ***********************************************************************
 DM1176  DESIGNATION -  HAWKINS RM 3
 DM1176  PID         -  DM1176
 DM1176  STATE/COUNTY-  AR/LITTLE RIVER
 DM1176  COUNTRY     -  US
 DM1176  USGS QUAD   -  ASHDOWN WEST (2017)
 DM1176
 DM1176                         *CURRENT SURVEY CONTROL
 DM1176  ______________________________________________________________________
 DM1176* NAD 83(1997) POSITION- 33 39 44.43124(N) 094 10 28.53527(W)   ADJUSTED
 DM1176* NAVD 88 ORTHO HEIGHT -   101.    (meters)      331.    (feet) SCALED
 DM1176  ______________________________________________________________________
 DM1176  GEOID HEIGHT    -        -27.050 (meters)                     GEOID18
 DM1176  LAPLACE CORR    -         -0.22  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1176.GEOID18 height accuracy estimate available here.
 DM1176
 DM1176.Click photographs - Photos may exist for this station.
 DM1176
 DM1176.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM1176
 DM1176. The following values were computed from the NAD 83(1997) position.
 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     -  HAWKINS AZ MK                            175 44 43.1
 DM1176:SPC TXNC     -  HAWKINS AZ MK                            172 10 08.9
 DM1176:UTM  15      -  HAWKINS AZ MK                            175 10 45.6
 DM1176
 DM1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT9109825336(NAD 83)
 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(1993)-  33 39 44.43565(N)    094 10 28.53124(W) AD(       ) 2
 DM1176  NAD 83(1993)-  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
 DM1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1176.See file dsdata.pdf to determine how the superseded data were derived.
 DM1176
 DM1176_MARKER: DR = REFERENCE MARK DISK
 DM1176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1176_STAMPING: HAWKINS NO 3 1930
 DM1176_MARK LOGO: CGS
 DM1176_PROJECTION: FLUSH
 DM1176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1176+STABILITY: SURFACE MOTION
 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 (VRS)
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1477 ***********************************************************************
 DL1477  DESIGNATION -  HAYES
 DL1477  PID         -  DL1477
 DL1477  STATE/COUNTY-  AR/COLUMBIA
 DL1477  COUNTRY     -  US
 DL1477  USGS QUAD   -  EMERSON SE (2017)
 DL1477
 DL1477                         *CURRENT SURVEY CONTROL
 DL1477  ______________________________________________________________________
 DL1477* NAD 83(1997) POSITION- 33 03 20.43846(N) 093 00 56.25947(W)   ADJUSTED
 DL1477* NAVD 88 ORTHO HEIGHT -    89.9   (meters)      295.    (feet) VERTCON3
 DL1477  ______________________________________________________________________
 DL1477  GEOID HEIGHT    -        -26.239 (meters)                     GEOID18
 DL1477  LAPLACE CORR    -         -0.26  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1477.GEOID18 height accuracy estimate available here.
 DL1477
 DL1477.Click photographs - Photos may exist for this station.
 DL1477
 DL1477.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1477
 DL1477. The following values were computed from the NAD 83(1997) position.
 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  =   0.99959004
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS9854157459(NAD 83)
 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(1993)-  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
 DL1477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1477.See file dsdata.pdf to determine how the superseded data were derived.
 DL1477
 DL1477_MARKER: DS = TRIANGULATION STATION DISK
 DL1477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1477_STAMPING: HAYES 1941
 DL1477_MARK LOGO: CGS
 DL1477_PROJECTION: RECESSED 30 CENTIMETERS
 DL1477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1477+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ2037 ***********************************************************************
 EJ2037  DESIGNATION -  HAZEL
 EJ2037  PID         -  EJ2037
 EJ2037  STATE/COUNTY-  AR/MONTGOMERY
 EJ2037  COUNTRY     -  US
 EJ2037  USGS QUAD   -  MOUNT IDA (2017)
 EJ2037
 EJ2037                         *CURRENT SURVEY CONTROL
 EJ2037  ______________________________________________________________________
 EJ2037* NAD 83(1997) POSITION- 34 30 10.09217(N) 093 41 30.18552(W)   ADJUSTED
 EJ2037* NAVD 88 ORTHO HEIGHT -   329.2   (meters)     1080.    (feet) VERTCON3
 EJ2037  ______________________________________________________________________
 EJ2037  GEOID HEIGHT    -        -28.434 (meters)                     GEOID18
 EJ2037  LAPLACE CORR    -          2.92  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ2037.GEOID18 height accuracy estimate available here.
 EJ2037
 EJ2037.Click photographs - Photos may exist for this station.
 EJ2037
 EJ2037.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ2037
 EJ2037. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 EJ2037:SPC AR S     -  GASTON                                   311 42 18.2
 EJ2037:UTM  15      -  GASTON                                   311 09 00.2
 EJ2037
 EJ2037_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU3649918125(NAD 83)
 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(1993)-  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
 EJ2037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2037.See file dsdata.pdf to determine how the superseded data were derived.
 EJ2037
 EJ2037_MARKER: DS = TRIANGULATION STATION DISK
 EJ2037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ2037_STAMPING: HAZEL 1956
 EJ2037_MARK LOGO: CGS
 EJ2037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ2037+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2201 ***********************************************************************
 EH2201  DESIGNATION -  HAZEN
 EH2201  PID         -  EH2201
 EH2201  STATE/COUNTY-  AR/PRAIRIE
 EH2201  COUNTRY     -  US
 EH2201  USGS QUAD   -  HAZEN (2017)
 EH2201
 EH2201                         *CURRENT SURVEY CONTROL
 EH2201  ______________________________________________________________________
 EH2201* NAD 83(1997) POSITION- 34 46 51.23194(N) 091 35 53.82245(W)   ADJUSTED
 EH2201* NAVD 88 ORTHO HEIGHT -    70.700 (meters)      231.95  (feet) ADJUSTED
 EH2201  ______________________________________________________________________
 EH2201  GEOID HEIGHT    -        -26.939 (meters)                     GEOID18
 EH2201  LAPLACE CORR    -         -0.33  (seconds)                    DEFLEC18
 EH2201  DYNAMIC HEIGHT  -         70.633 (meters)      231.74  (feet) COMP
 EH2201  MODELED GRAVITY -    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 and
 EH2201.adjusted by the NATIONAL GEODETIC SURVEY
 EH2201.in June 1991.
 EH2201
 EH2201.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2201.GEOID18 height accuracy estimate available here.
 EH2201
 EH2201.Click photographs - Photos may exist for this station.
 EH2201
 EH2201.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999313  x   1.00000320  =   0.99999633
 EH2201!UTM  15      -   0.99999313  x   0.99980274  =   0.99979587
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU2825349640(NAD 83)
 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  USSD        -  34 46 51.04300(N)    091 35 53.03600(W) AD(       ) 3
 EH2201  NGVD 29              70.69   (m)          231.9    (f) LEVELING    3  
 EH2201  NGVD 29 (11/26/84)   70.686  (m)          231.91   (f) ADJUSTED    1 2
 EH2201
 EH2201.Superseded values are not recommended for survey control.
 EH2201
 EH2201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2201.See file dsdata.pdf to determine how the superseded data were derived.
 EH2201
 EH2201_MARKER: DS = TRIANGULATION STATION DISK
 EH2201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2201_STAMPING: HAZEN 1916 1920 BM
 EH2201_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH3050 ***********************************************************************
 EH3050  DESIGNATION -  HAZEN ARK RICE GROWERS DRIER
 EH3050  PID         -  EH3050
 EH3050  STATE/COUNTY-  AR/PRAIRIE
 EH3050  COUNTRY     -  US
 EH3050  USGS QUAD   -  HAZEN (2017)
 EH3050
 EH3050                         *CURRENT SURVEY CONTROL
 EH3050  ______________________________________________________________________
 EH3050* NAD 83(1997) POSITION- 34 46 52.03527(N) 091 35 44.64017(W)   ADJUSTED
 EH3050  ______________________________________________________________________
 EH3050  GEOID HEIGHT    -        -26.940 (meters)                     GEOID18
 EH3050  LAPLACE CORR    -         -0.31  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH3050.GEOID18 height accuracy estimate available here.
 EH3050
 EH3050.Click photographs - Photos may exist for this station.
 EH3050
 EH3050.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH3050
 EH3050. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU2848649668(NAD 83)
 EH3050
 EH3050                          SUPERSEDED SURVEY CONTROL
 EH3050
 EH3050  NAD 83(1986)-  34 46 52.03909(N)    091 35 44.63621(W) AD(       ) 3
 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
 EH3050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3050.See file dsdata.pdf to determine how the superseded data were derived.
 EH3050
 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 = MARCH 20, 2026 22:17:28 EDT
 DR7610 ***********************************************************************
 DR7610  DESIGNATION -  HAZEN DEPOT
 DR7610  PID         -  DR7610
 DR7610  STATE/COUNTY-  AR/PRAIRIE
 DR7610  COUNTRY     -  US
 DR7610  USGS QUAD   -  HAZEN (2017)
 DR7610
 DR7610                         *CURRENT SURVEY CONTROL
 DR7610  ______________________________________________________________________
 DR7610* NAD 83(1986) POSITION- 34 46 50.5    (N) 091 34 45.6    (W)   HD_HELD2
 DR7610* NAVD 88 ORTHO HEIGHT -    71.037 (meters)      233.06  (feet) ADJUSTED
 DR7610  ______________________________________________________________________
 DR7610  GEOID HEIGHT    -        -26.943 (meters)                     GEOID18
 DR7610  DYNAMIC HEIGHT  -         70.970 (meters)      232.84  (feet) COMP
 DR7610  MODELED GRAVITY -    979,693.7   (mgal)                       NAVD 88
 DR7610
 DR7610  VERT ORDER      -  SECOND    CLASS I
 DR7610
 DR7610.The horizontal coordinates were established by autonomous hand held GPS
 DR7610.observations and have an estimated accuracy of +/- 10 meters.
 DR7610
 DR7610.The orthometric height was determined by differential leveling and
 DR7610.adjusted by the NATIONAL GEODETIC SURVEY
 DR7610.in June 2022.
 DR7610
 DR7610.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7610.GEOID18 height accuracy estimate available here.
 DR7610
 DR7610.Click photographs - Photos may exist for this station.
 DR7610
 DR7610.The dynamic height is computed by dividing the NAVD 88
 DR7610.geopotential number by the normal gravity value computed on the
 DR7610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7610.degrees latitude (g = 980.6199 gals.).
 DR7610
 DR7610.The modeled gravity was interpolated from observed gravity values.
 DR7610
 DR7610;                    North         East    Units  Estimated Accuracy
 DR7610;SPC AR S     -   634,559.      438,504.      MT  (+/- 10 meters HH2 GPS)
 DR7610
 DR7610_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU2998749642(NAD 83)
 DR7610
 DR7610                          SUPERSEDED SURVEY CONTROL
 DR7610
 DR7610.No superseded survey control is available for this station.
 DR7610
 DR7610_MARKER: DV = VERTICAL CONTROL DISK
 DR7610_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR7610_SP_SET: SIDEWALK
 DR7610_STAMPING: HAZEN DEPOT 2021
 DR7610_MARK LOGO: NGS
 DR7610_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR7610_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR7610_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR7610+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2021
 DR7610
 DR7610  HISTORY     - Date     Condition        Report By
 DR7610  HISTORY     - 20211201 MONUMENTED       ARHD
 DR7610
 DR7610                          STATION DESCRIPTION
 DR7610
 DR7610'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2021 (JDH)
 DR7610'THE MARK IS LOCATED ABOUT 9.5 MI (15.3 KM) EAST OF CARLISLE, 9.1 MI
 DR7610'(14.6 KM) NORTH OF SLOVAK AND IN THE TOWN OF HAZEN, AR.
 DR7610'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7610'
 DR7610'TO REACH FROM THE INTERSECTION OF US HIGHWAY 70 AND US HIGHWAY 63,
 DR7610'HEAD WEST ALONG HIGHWAY 70 FOR 1.65 MI (2.65 KM) TO THE STATION ON THE
 DR7610'RIGHT, A BRASS CAP JUST TO THE RIGHT OF THE TRAIN DEPOT MAIN ENTRANCE.
 DR7610'IT IS 27 FT (8.2 M) NORTH OF THE OLD RAIL ROAD TRACK CENTERLINE, 23 FT
 DR7610'(7.0 M) NORTH OF A LIGHT POLE AND 22 FT (6.7 M) EAST OF THE SOUTHWEST
 DR7610'CORNER OF THE OLD TRAIN DEPOT.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH3051 ***********************************************************************
 EH3051  DESIGNATION -  HAZEN MUNICIPAL TANK
 EH3051  PID         -  EH3051
 EH3051  STATE/COUNTY-  AR/PRAIRIE
 EH3051  COUNTRY     -  US
 EH3051  USGS QUAD   -  HAZEN (2017)
 EH3051
 EH3051                         *CURRENT SURVEY CONTROL
 EH3051  ______________________________________________________________________
 EH3051* NAD 83(1997) POSITION- 34 46 54.14585(N) 091 34 50.03095(W)   ADJUSTED
 EH3051  ______________________________________________________________________
 EH3051  GEOID HEIGHT    -        -26.944 (meters)                     GEOID18
 EH3051  LAPLACE CORR    -         -0.21  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH3051.GEOID18 height accuracy estimate available here.
 EH3051
 EH3051.Click photographs - Photos may exist for this station.
 EH3051
 EH3051.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH3051
 EH3051. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU2987349753(NAD 83)
 EH3051
 EH3051                          SUPERSEDED SURVEY CONTROL
 EH3051
 EH3051  NAD 83(1986)-  34 46 54.15000(N)    091 34 50.02679(W) AD(       ) 3
 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
 EH3051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3051.See file dsdata.pdf to determine how the superseded data were derived.
 EH3051
 EH3051_MARKER: 53 = ELEVATED TANK
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2202 ***********************************************************************
 EH2202  DESIGNATION -  HAZEN RM 1
 EH2202  PID         -  EH2202
 EH2202  STATE/COUNTY-  AR/PRAIRIE
 EH2202  COUNTRY     -  US
 EH2202  USGS QUAD   -  HAZEN (2017)
 EH2202
 EH2202                         *CURRENT SURVEY CONTROL
 EH2202  ______________________________________________________________________
 EH2202* NAD 83(1986) POSITION- 34 46 51.53   (N) 091 35 53.85   (W)   HD_HELD1
 EH2202* NAVD 88 ORTHO HEIGHT -    70.410 (meters)      231.00  (feet) ADJUSTED
 EH2202  ______________________________________________________________________
 EH2202  GEOID HEIGHT    -        -26.940 (meters)                     GEOID18
 EH2202  DYNAMIC HEIGHT  -         70.344 (meters)      230.79  (feet) COMP
 EH2202  MODELED GRAVITY -    979,693.8   (mgal)                       NAVD 88
 EH2202
 EH2202  VERT ORDER      -  FIRST     CLASS II
 EH2202
 EH2202.The horizontal coordinates were determined by differentially corrected
 EH2202.hand held GPS observations or other comparable positioning techniques
 EH2202.and have an estimated accuracy of +/- 3 meters.
 EH2202
 EH2202.The orthometric height was determined by differential leveling and
 EH2202.adjusted by the NATIONAL GEODETIC SURVEY
 EH2202.in June 1991.
 EH2202
 EH2202.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2202.GEOID18 height accuracy estimate available here.
 EH2202
 EH2202.Click photographs - Photos may exist for this station.
 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     -   634,584.0     436,768.7     MT  (+/- 3 meters HH1 GPS) 
 EH2202
 EH2202_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU2825249650(NAD 83)
 EH2202
 EH2202                          SUPERSEDED SURVEY CONTROL
 EH2202
 EH2202  NGVD 29 (11/26/84)   70.417  (m)          231.03   (f) ADJUSTED    1 2
 EH2202
 EH2202.Superseded values are not recommended for survey control.
 EH2202
 EH2202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2202.See file dsdata.pdf to determine how the superseded data were derived.
 EH2202
 EH2202_MARKER: DR = REFERENCE MARK DISK
 EH2202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2202_STAMPING: RM 1 1916 BM 1920
 EH2202_MARK LOGO: CGS
 EH2202_PROJECTION: FLUSH
 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 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 = MARCH 20, 2026 22:17:28 EDT
 EH2203 ***********************************************************************
 EH2203  DESIGNATION -  HAZEN RM 2
 EH2203  PID         -  EH2203
 EH2203  STATE/COUNTY-  AR/PRAIRIE
 EH2203  COUNTRY     -  US
 EH2203  USGS QUAD   -  HAZEN (2017)
 EH2203
 EH2203                         *CURRENT SURVEY CONTROL
 EH2203  ______________________________________________________________________
 EH2203* NAD 83(1986) POSITION- 34 46 50.72   (N) 091 35 52.29   (W)   HD_HELD1
 EH2203* NAVD 88 ORTHO HEIGHT -    71.091 (meters)      233.24  (feet) ADJUSTED
 EH2203  ______________________________________________________________________
 EH2203  GEOID HEIGHT    -        -26.939 (meters)                     GEOID18
 EH2203  DYNAMIC HEIGHT  -         71.024 (meters)      233.02  (feet) COMP
 EH2203  MODELED GRAVITY -    979,693.8   (mgal)                       NAVD 88
 EH2203
 EH2203  VERT ORDER      -  SECOND    CLASS I
 EH2203
 EH2203.The horizontal coordinates were determined by differentially corrected
 EH2203.hand held GPS observations or other comparable positioning techniques
 EH2203.and have an estimated accuracy of +/- 3 meters.
 EH2203
 EH2203.The orthometric height was determined by differential leveling and
 EH2203.adjusted by the NATIONAL GEODETIC SURVEY
 EH2203.in June 2022.
 EH2203
 EH2203.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2203.GEOID18 height accuracy estimate available here.
 EH2203
 EH2203.Click photographs - Photos may exist for this station.
 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     -   634,559.2     436,808.4     MT  (+/- 3 meters HH1 GPS) 
 EH2203
 EH2203_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU2829249625(NAD 83)
 EH2203
 EH2203                          SUPERSEDED SURVEY CONTROL
 EH2203
 EH2203  NAVD 88 (06/15/91)   71.106  (m)          233.29   (f) SUPERSEDED  1 2
 EH2203  NGVD 29 (11/26/84)   71.114  (m)          233.31   (f) ADJUSTED    1 2
 EH2203
 EH2203.Superseded values are not recommended for survey control.
 EH2203
 EH2203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2203.See file dsdata.pdf to determine how the superseded data were derived.
 EH2203
 EH2203_MARKER: DR = REFERENCE MARK DISK
 EH2203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2203_STAMPING: HAZEN RM NO 2 1916 1920
 EH2203_MARK LOGO: CGS
 EH2203_PROJECTION: FLUSH
 EH2203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2203+STABILITY: SURFACE MOTION
 EH2203_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2203+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2021
 EH2203
 EH2203  HISTORY     - Date     Condition        Report By
 EH2203  HISTORY     - 1935     MONUMENTED       CGS
 EH2203  HISTORY     - 1967     GOOD             CGS
 EH2203  HISTORY     - 20211116 GOOD             ARHD
 EH2203
 EH2203                          STATION DESCRIPTION
 EH2203
 EH2203'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 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.
 EH2203
 EH2203                          STATION RECOVERY (2021)
 EH2203
 EH2203'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2021 (JDH)
 EH2203'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1932 ***********************************************************************
 FG1932  DESIGNATION -  HEALTH
 FG1932  PID         -  FG1932
 FG1932  STATE/COUNTY-  AR/MADISON
 FG1932  COUNTRY     -  US
 FG1932  USGS QUAD   -  DELANEY (2017)
 FG1932
 FG1932                         *CURRENT SURVEY CONTROL
 FG1932  ______________________________________________________________________
 FG1932* NAD 83(1997) POSITION- 35 47 15.91437(N) 093 56 33.31009(W)   ADJUSTED
 FG1932* NAVD 88 ORTHO HEIGHT -   735.7   (meters)     2414.    (feet) VERTCON3
 FG1932  ______________________________________________________________________
 FG1932  GEOID HEIGHT    -        -28.115 (meters)                     GEOID18
 FG1932  LAPLACE CORR    -         -0.75  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1932.GEOID18 height accuracy estimate available here.
 FG1932
 FG1932.Click photographs - Photos may exist for this station.
 FG1932
 FG1932.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1932
 FG1932. The following values were computed from the NAD 83(1997) position.
 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     -   0.99988896  x   0.99994222  =   0.99983119
 FG1932!UTM  15      -   0.99988896  x   0.99968941  =   0.99957841
 FG1932
 FG1932:                Primary Azimuth Mark                     Grid Az
 FG1932:SPC AR N     -  WHITE ROCK TOWER RM 1                    187 54 48.7
 FG1932:UTM  15      -  WHITE ROCK TOWER RM 1                    187 20 03.8
 FG1932
 FG1932_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV1481860817(NAD 83)
 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(1993)-  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
 FG1932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1932.See file dsdata.pdf to determine how the superseded data were derived.
 FG1932
 FG1932_MARKER: DS = TRIANGULATION STATION DISK
 FG1932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1932_STAMPING: HEALTH 1971
 FG1932_MARK LOGO: CGS
 FG1932_PROJECTION: FLUSH
 FG1932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1932+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1947 ***********************************************************************
 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  COUNTRY     -  US
 FG1947  USGS QUAD   -  BROWNSVILLE (2017)
 FG1947
 FG1947                         *CURRENT SURVEY CONTROL
 FG1947  ______________________________________________________________________
 FG1947* NAD 83(2011) POSITION- 35 30 51.85277(N) 092 00 28.63004(W)   ADJUSTED
 FG1947* NAD 83(2011) ELLIP HT-   164.971 (meters)        (06/27/12)   ADJUSTED
 FG1947* NAD 83(2011) EPOCH   -  2010.00
 FG1947* NAVD 88 ORTHO HEIGHT -   192.474 (meters)      631.48  (feet) ADJUSTED
 FG1947  ______________________________________________________________________
 FG1947  GEOID HEIGHT    -        -27.493 (meters)                     GEOID18
 FG1947  NAD 83(2011) X  -   -182,115.229 (meters)                     COMP
 FG1947  NAD 83(2011) Y  - -5,194,425.842 (meters)                     COMP
 FG1947  NAD 83(2011) Z  -  3,684,564.710 (meters)                     COMP
 FG1947  LAPLACE CORR    -          1.30  (seconds)                    DEFLEC18
 FG1947  DYNAMIC HEIGHT  -        192.304 (meters)      630.92  (feet) COMP
 FG1947  MODELED GRAVITY -    979,744.7   (mgal)                       NAVD 88
 FG1947
 FG1947  VERT ORDER      -  SECOND    CLASS I
 FG1947
 FG1947  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FG1947  Standards:
 FG1947         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FG1947            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FG1947  -------------------------------------------------------------------
 FG1947  NETWORK    0.27   0.55           0.12   0.10   0.28      0.03571239
 FG1947  -------------------------------------------------------------------
 FG1947  Click here for local accuracies and other accuracy information.
 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 June 2012.
 FG1947
 FG1947.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FG1947.been affixed to the stable North American tectonic plate. See 
 FG1947.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FG1947
 FG1947.The horizontal coordinates are valid at the epoch date displayed above
 FG1947.which is a decimal equivalence of Year/Month/Day.
 FG1947
 FG1947.The orthometric height was determined by differential leveling and
 FG1947.adjusted by the NATIONAL GEODETIC SURVEY
 FG1947.in February 2013.
 FG1947
 FG1947.No vertical observational check was made to the station.
 FG1947
 FG1947.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1947.GEOID18 height accuracy estimate available here.
 FG1947
 FG1947.Click photographs - Photos may exist for this station.
 FG1947
 FG1947.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FG1947
 FG1947.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1947
 FG1947.The ellipsoidal height was determined by GPS observations
 FG1947.and is referenced to NAD 83.
 FG1947
 FG1947.The dynamic height is computed by dividing the NAVD 88
 FG1947.geopotential number by the normal gravity value computed on the
 FG1947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1947.degrees latitude (g = 980.6199 gals.).
 FG1947
 FG1947.The modeled gravity was interpolated from observed gravity values.
 FG1947
 FG1947. The following values were computed from the NAD 83(2011) position.
 FG1947
 FG1947;                    North         East     Units Scale Factor Converg.
 FG1947;SPC AR N     -   131,029.544   399,278.623   MT  0.99993667   -0 00 16.7
 FG1947;SPC AR N     -   429,886.10  1,309,966.62   sFT  0.99993667   -0 00 16.7
 FG1947;UTM  15      - 3,930,543.316   589,957.247   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 47.8
 FG1947:UTM  15      -  HEBEPORT AZ MK                           238 45 56.3
 FG1947
 FG1947_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV8995730543(NAD 83)
 FG1947
 FG1947|---------------------------------------------------------------------|
 FG1947| PID    Reference Object                     Distance      Geod. Az  |
 FG1947|                                                           dddmmss.s |
 FG1947| FG1948 HEBEPORT AZ MK                      APPROX. 0.9 KM 2392031.1 |
 FG1947|---------------------------------------------------------------------|
 FG1947
 FG1947                          SUPERSEDED SURVEY CONTROL
 FG1947
 FG1947  NAD 83(2007)-  35 30 51.85276(N)    092 00 28.63098(W) AD(2002.00) 0
 FG1947  ELLIP H (02/10/07)  164.991  (m)                       GP(2002.00)    
 FG1947  NAD 83(1997)-  35 30 51.85244(N)    092 00 28.63041(W) AD(       ) B
 FG1947  ELLIP H (09/08/03)  164.980  (m)                       GP(       ) 4 1
 FG1947  ELLIP H (07/20/01)  164.985  (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)  164.989  (m)                       GP(       ) 4 1
 FG1947  NAD 83(1986)-  35 30 51.86690(N)    092 00 28.62583(W) AD(       ) 1
 FG1947  NAVD 88 (03/22/05)  192.46   (m)  GEOID03  model used  GPS OBS        
 FG1947  NAVD 88 (04/05/04)  192.47   (m)  UNKNOWN  model used  GPS OBS        
 FG1947  NAVD 88 (07/20/01)  192.51   (m)  GEOID99  model used  GPS OBS        
 FG1947  NAVD 88 (09/19/97)  192.47   (m)  GEOID96  model used  GPS OBS        
 FG1947  NGVD 29 (11/13/90)  192.57   (m)  RAPSU86  model used  GPS OBS        
 FG1947
 FG1947.Superseded values are not recommended for survey control.
 FG1947
 FG1947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1947.See file dsdata.pdf to determine how the superseded data were derived.
 FG1947
 FG1947_MARKER: DH = HORIZONTAL CONTROL DISK
 FG1947_SETTING: 66 = SET IN ROCK OUTCROP
 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 - December 12, 2012
 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  HISTORY     - 20091118 GOOD             ARHD
 FG1947  HISTORY     - 20121212 GOOD             CONSOL
 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'
 FG1947
 FG1947                          STATION RECOVERY (2009)
 FG1947
 FG1947'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2009 (VJB)
 FG1947'RECOVERED IN GOOD CONDITION.
 FG1947
 FG1947                          STATION RECOVERY (2012)
 FG1947
 FG1947'RECOVERY NOTE BY CONSOLIDATED LAND SERVICE 2012 (DDB)
 FG1947'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1948 ***********************************************************************
 FG1948  DESIGNATION -  HEBEPORT AZ MK
 FG1948  PID         -  FG1948
 FG1948  STATE/COUNTY-  AR/CLEBURNE
 FG1948  COUNTRY     -  US
 FG1948  USGS QUAD   -  BROWNSVILLE (2017)
 FG1948
 FG1948                         *CURRENT SURVEY CONTROL
 FG1948  ______________________________________________________________________
 FG1948* NAD 83(1997) POSITION- 35 30 36.84722(N) 092 00 59.58855(W)   ADJUSTED
 FG1948* NAD 83(1997) ELLIP HT-   162.106 (meters)        (09/24/01)   ADJUSTED
 FG1948* NAVD 88 ORTHO HEIGHT -   189.593 (meters)      622.02  (feet) ADJUSTED
 FG1948  ______________________________________________________________________
 FG1948  GEOID HEIGHT    -        -27.504 (meters)                     GEOID18
 FG1948  NAD 83(1997) X  -   -182,904.235 (meters)                     COMP
 FG1948  NAD 83(1997) Y  - -5,194,664.594 (meters)                     COMP
 FG1948  NAD 83(1997) Z  -  3,684,186.596 (meters)                     COMP
 FG1948  LAPLACE CORR    -          1.24  (seconds)                    DEFLEC18
 FG1948  DYNAMIC HEIGHT  -        189.425 (meters)      621.47  (feet) COMP
 FG1948  MODELED GRAVITY -    979,744.0   (mgal)                       NAVD 88
 FG1948
 FG1948  HORZ ORDER      -  FIRST
 FG1948  VERT ORDER      -  SECOND    CLASS I
 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 orthometric height was determined by differential leveling and
 FG1948.adjusted by the NATIONAL GEODETIC SURVEY
 FG1948.in February 2013.
 FG1948
 FG1948.No vertical observational check was made to the station.
 FG1948
 FG1948.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1948.GEOID18 height accuracy estimate available here.
 FG1948
 FG1948.Click photographs - Photos may exist for this station.
 FG1948
 FG1948.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FG1948
 FG1948.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1948
 FG1948.The ellipsoidal height was determined by GPS observations
 FG1948.and is referenced to NAD 83.
 FG1948
 FG1948.The dynamic height is computed by dividing the NAVD 88
 FG1948.geopotential number by the normal gravity value computed on the
 FG1948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1948.degrees latitude (g = 980.6199 gals.).
 FG1948
 FG1948.The modeled gravity was interpolated from observed gravity values.
 FG1948
 FG1948. The following values were computed from the NAD 83(1997) position.
 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 47.8
 FG1948:UTM  15      -  HEBEPORT                                 058 45 56.5
 FG1948
 FG1948_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV8918230073(NAD 83)
 FG1948
 FG1948|---------------------------------------------------------------------|
 FG1948| PID    Reference Object                     Distance      Geod. Az  |
 FG1948|                                                           dddmmss.s |
 FG1948| FG1947 HEBEPORT                            APPROX. 0.9 KM 0592013.1 |
 FG1948|---------------------------------------------------------------------|
 FG1948
 FG1948                          SUPERSEDED SURVEY CONTROL
 FG1948
 FG1948  ELLIP H (09/14/99)  162.110  (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)  RAPSU86  model used  GPS OBS        
 FG1948
 FG1948.Superseded values are not recommended for survey control.
 FG1948
 FG1948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1948.See file dsdata.pdf to determine how the superseded data were derived.
 FG1948
 FG1948_MARKER: DZ = AZIMUTH MARK DISK
 FG1948_SETTING: 66 = SET IN ROCK OUTCROP
 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 - December 12, 2012
 FG1948
 FG1948  HISTORY     - Date     Condition        Report By
 FG1948  HISTORY     - 1990     MONUMENTED       NGS
 FG1948  HISTORY     - 20121212 GOOD             CONSOL
 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
 FG1948
 FG1948                          STATION RECOVERY (2012)
 FG1948
 FG1948'RECOVERY NOTE BY CONSOLIDATED LAND SERVICE 2012 (DDB)
 FG1948'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0215 ***********************************************************************
 FG0215  DESIGNATION -  HEBER SPRINGS AZ MK
 FG0215  PID         -  FG0215
 FG0215  STATE/COUNTY-  AR/CLEBURNE
 FG0215  COUNTRY     -  US
 FG0215  USGS QUAD   -  HEBER SPRINGS (2017)
 FG0215
 FG0215                         *CURRENT SURVEY CONTROL
 FG0215  ______________________________________________________________________
 FG0215* NAD 83(1986) POSITION- 35 27 29.57   (N) 092 00 55.56   (W)   HD_HELD1
 FG0215* NAVD 88 ORTHO HEIGHT -   266.768 (meters)      875.22  (feet) ADJUSTED
 FG0215  ______________________________________________________________________
 FG0215  GEOID HEIGHT    -        -27.509 (meters)                     GEOID18
 FG0215  DYNAMIC HEIGHT  -        266.522 (meters)      874.41  (feet) COMP
 FG0215  MODELED GRAVITY -    979,703.6   (mgal)                       NAVD 88
 FG0215
 FG0215  VERT ORDER      -  SECOND    CLASS 0
 FG0215
 FG0215.The horizontal coordinates were determined by differentially corrected
 FG0215.hand held GPS observations or other comparable positioning techniques
 FG0215.and have an estimated accuracy of +/- 3 meters.
 FG0215
 FG0215.The orthometric height was determined by differential leveling and
 FG0215.adjusted by the NATIONAL GEODETIC SURVEY
 FG0215.in June 1991.
 FG0215
 FG0215.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0215.GEOID18 height accuracy estimate available here.
 FG0215
 FG0215.Click photographs - Photos may exist for this station.
 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     -   124,795.8     398,599.1     MT  (+/- 3 meters HH1 GPS) 
 FG0215
 FG0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV8934124304(NAD 83)
 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
 FG0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0215.See file dsdata.pdf to determine how the superseded data were derived.
 FG0215
 FG0215_MARKER: DZ = AZIMUTH MARK DISK
 FG0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0215_STAMPING: HEBER SPRINGS 1940
 FG0215_MARK LOGO: CGS
 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 - September 30, 2014
 FG0215
 FG0215  HISTORY     - Date     Condition        Report By
 FG0215  HISTORY     - 1940     MONUMENTED       CGS
 FG0215  HISTORY     - 1967     GOOD             CGS
 FG0215  HISTORY     - 20030730 GOOD             USACE
 FG0215  HISTORY     - 20140930 GOOD             ARHD
 FG0215
 FG0215                          STATION DESCRIPTION
 FG0215
 FG0215'DESCRIBED BY COAST AND 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.
 FG0215
 FG0215                          STATION RECOVERY (2014)
 FG0215
 FG0215'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (VJB)
 FG0215'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1682 ***********************************************************************
 FG1682  DESIGNATION -  HEBER SPRINGS NEW ST FOR LOT
 FG1682  PID         -  FG1682
 FG1682  STATE/COUNTY-  AR/CLEBURNE
 FG1682  COUNTRY     -  US
 FG1682  USGS QUAD   -  HEBER SPRINGS (2017)
 FG1682
 FG1682                         *CURRENT SURVEY CONTROL
 FG1682  ______________________________________________________________________
 FG1682* NAD 83(1997) POSITION- 35 28 33.80552(N) 092 01 00.00433(W)   ADJUSTED
 FG1682  ______________________________________________________________________
 FG1682  GEOID HEIGHT    -        -27.513 (meters)                     GEOID18
 FG1682  LAPLACE CORR    -          0.50  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1682.GEOID18 height accuracy estimate available here.
 FG1682
 FG1682.Click photographs - Photos may exist for this station.
 FG1682
 FG1682.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1682
 FG1682. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV8920926282(NAD 83)
 FG1682
 FG1682                          SUPERSEDED SURVEY CONTROL
 FG1682
 FG1682  NAD 83(1986)-  35 28 33.81848(N)    092 01 00.00295(W) AD(       ) 3
 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
 FG1682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1682.See file dsdata.pdf to determine how the superseded data were derived.
 FG1682
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1936 ***********************************************************************
 FG1936  DESIGNATION -  HEBER SPRINGS RESET
 FG1936  PID         -  FG1936
 FG1936  STATE/COUNTY-  AR/CLEBURNE
 FG1936  COUNTRY     -  US
 FG1936  USGS QUAD   -  HEBER SPRINGS (2017)
 FG1936
 FG1936                         *CURRENT SURVEY CONTROL
 FG1936  ______________________________________________________________________
 FG1936* NAD 83(1997) POSITION- 35 28 33.67869(N) 092 00 57.95702(W)   ADJUSTED
 FG1936* NAVD 88 ORTHO HEIGHT -   280.    (meters)      919.    (feet) SCALED
 FG1936  ______________________________________________________________________
 FG1936  GEOID HEIGHT    -        -27.512 (meters)                     GEOID18
 FG1936  LAPLACE CORR    -          0.46  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1936.GEOID18 height accuracy estimate available here.
 FG1936
 FG1936.Click photographs - Photos may exist for this station.
 FG1936
 FG1936.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1936
 FG1936. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 FG1936:SPC AR N     -  HEBER SPRINGS AZ MK                      178 15 31.5
 FG1936:UTM  15      -  HEBER SPRINGS AZ MK                      177 40 42.0
 FG1936
 FG1936_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV8926026278(NAD 83)
 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
 FG1936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1936.See file dsdata.pdf to determine how the superseded data were derived.
 FG1936
 FG1936_MARKER: DS = TRIANGULATION STATION DISK
 FG1936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1936_STAMPING: HEBER SPRINGS 1940 1967
 FG1936_MARK LOGO: CGS
 FG1936_PROJECTION: FLUSH
 FG1936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1936+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DK2139 ***********************************************************************
 DK2139  DESIGNATION -  HEEHAW
 DK2139  PID         -  DK2139
 DK2139  STATE/COUNTY-  AR/DESHA
 DK2139  COUNTRY     -  US
 DK2139  USGS QUAD   -  HALLEY (2017)
 DK2139
 DK2139                         *CURRENT SURVEY CONTROL
 DK2139  ______________________________________________________________________
 DK2139* NAD 83(1997) POSITION- 33 37 18.43249(N) 091 21 50.09557(W)   ADJUSTED
 DK2139* NAD 83(1997) ELLIP HT-    16.507 (meters)        (09/24/01)   ADJUSTED
 DK2139* NAVD 88 ORTHO HEIGHT -    42.7   (meters)      140.    (feet) VERTCON3
 DK2139  ______________________________________________________________________
 DK2139  GEOID HEIGHT    -        -26.265 (meters)                     GEOID18
 DK2139  NAD 83(1997) X  -   -126,549.104 (meters)                     COMP
 DK2139  NAD 83(1997) Y  - -5,315,109.526 (meters)                     COMP
 DK2139  NAD 83(1997) Z  -  3,511,599.559 (meters)                     COMP
 DK2139  LAPLACE CORR    -         -2.46  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK2139.GEOID18 height accuracy estimate available here.
 DK2139
 DK2139.Click photographs - Photos may exist for this station.
 DK2139
 DK2139.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK2139
 DK2139.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK2139
 DK2139.The ellipsoidal height was determined by GPS observations
 DK2139.and is referenced to NAD 83.
 DK2139
 DK2139. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT5176321421(NAD 83)
 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)   16.544  (m)                       GP(       ) 4 1
 DK2139  NAD 83(1993)-  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)  RAPSU86  model used  GPS OBS        
 DK2139
 DK2139.Superseded values are not recommended for survey control.
 DK2139
 DK2139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2139.See file dsdata.pdf to determine how the superseded data were derived.
 DK2139
 DK2139_MARKER: DH = HORIZONTAL CONTROL DISK
 DK2139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 - March 10, 2015
 DK2139
 DK2139  HISTORY     - Date     Condition        Report By
 DK2139  HISTORY     - 1986     MONUMENTED       NGS
 DK2139  HISTORY     - 19890601 GOOD             NGS
 DK2139  HISTORY     - 19900402 GOOD
 DK2139  HISTORY     - 20150310 GOOD             ARHD
 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.
 DK2139
 DK2139                          STATION RECOVERY (2015)
 DK2139
 DK2139'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (VJB)
 DK2139'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK2140 ***********************************************************************
 DK2140  DESIGNATION -  HEEHAW AZ MK
 DK2140  PID         -  DK2140
 DK2140  STATE/COUNTY-  AR/DESHA
 DK2140  COUNTRY     -  US
 DK2140  USGS QUAD   -  MCARTHUR (2017)
 DK2140
 DK2140                         *CURRENT SURVEY CONTROL
 DK2140  ______________________________________________________________________
 DK2140* NAD 83(1997) POSITION- 33 37 33.76505(N) 091 21 49.86524(W)   ADJUSTED
 DK2140* NAD 83(1997) ELLIP HT-    15.979 (meters)        (09/24/01)   ADJUSTED
 DK2140* NAVD 88 ORTHO HEIGHT -    42.2   (meters)      138.    (feet) VERTCON3
 DK2140  ______________________________________________________________________
 DK2140  GEOID HEIGHT    -        -26.266 (meters)                     GEOID18
 DK2140  NAD 83(1997) X  -   -126,536.932 (meters)                     COMP
 DK2140  NAD 83(1997) Y  - -5,314,847.718 (meters)                     COMP
 DK2140  NAD 83(1997) Z  -  3,511,992.626 (meters)                     COMP
 DK2140  LAPLACE CORR    -         -2.45  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK2140.GEOID18 height accuracy estimate available here.
 DK2140
 DK2140.Click photographs - Photos may exist for this station.
 DK2140
 DK2140.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK2140
 DK2140.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK2140
 DK2140.The ellipsoidal height was determined by GPS observations
 DK2140.and is referenced to NAD 83.
 DK2140
 DK2140. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT5176121894(NAD 83)
 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)   16.016  (m)                       GP(       ) 4 1
 DK2140  NAD 83(1993)-  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)  RAPSU86  model used  GPS OBS        
 DK2140
 DK2140.Superseded values are not recommended for survey control.
 DK2140
 DK2140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2140.See file dsdata.pdf to determine how the superseded data were derived.
 DK2140
 DK2140_MARKER: DZ = AZIMUTH MARK DISK
 DK2140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2227 ***********************************************************************
 EH2227  DESIGNATION -  HEF
 EH2227  PID         -  EH2227
 EH2227  STATE/COUNTY-  AR/LONOKE
 EH2227  COUNTRY     -  US
 EH2227  USGS QUAD   -  PETTUS (2017)
 EH2227
 EH2227                         *CURRENT SURVEY CONTROL
 EH2227  ______________________________________________________________________
 EH2227* NAD 83(1986) POSITION- 34 39 03.     (N) 091 54 26.     (W)   SCALED
 EH2227* NAVD 88 ORTHO HEIGHT -    67.422 (meters)      221.20  (feet) POSTED
 EH2227  ______________________________________________________________________
 EH2227  GEOID HEIGHT    -        -26.526 (meters)                     GEOID18
 EH2227  DYNAMIC HEIGHT  -         67.36  (meters)      221.0   (feet) COMP
 EH2227  MODELED GRAVITY -    979,699.0   (mgal)                       NAVD 88
 EH2227
 EH2227  VERT ORDER      -  * POSTED, SEE BELOW
 EH2227
 EH2227.The horizontal coordinates were scaled from a 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
 EH2227.* This is a POSTED BENCH MARK height.
 EH2227
 EH2227.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2227.GEOID18 height accuracy estimate available here.
 EH2227
 EH2227.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU001348(NAD 83)
 EH2227
 EH2227                          SUPERSEDED SURVEY CONTROL
 EH2227
 EH2227  NGVD 29 (11/26/84)   67.450  (m)          221.29   (f) ADJUSTED    2 0
 EH2227
 EH2227.Superseded values are not recommended for survey control.
 EH2227
 EH2227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2227.See file dsdata.pdf to determine how the superseded data were derived.
 EH2227
 EH2227_MARKER: DD = SURVEY DISK
 EH2227_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EH2227_STAMPING: HEF 1936
 EH2227_MARK LOGO: CGS+SS
 EH2227_PROJECTION: PROJECTING 30 CENTIMETERS
 EH2227_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2223 ***********************************************************************
 EH2223  DESIGNATION -  HEI
 EH2223  PID         -  EH2223
 EH2223  STATE/COUNTY-  AR/LONOKE
 EH2223  COUNTRY     -  US
 EH2223  USGS QUAD   -  PETTUS (2017)
 EH2223
 EH2223                         *CURRENT SURVEY CONTROL
 EH2223  ______________________________________________________________________
 EH2223* NAD 83(1986) POSITION- 34 42 16.     (N) 091 55 19.     (W)   SCALED
 EH2223* NAVD 88 ORTHO HEIGHT -    69.289 (meters)      227.33  (feet) POSTED
 EH2223  ______________________________________________________________________
 EH2223  GEOID HEIGHT    -        -26.625 (meters)                     GEOID18
 EH2223  DYNAMIC HEIGHT  -         69.22  (meters)      227.1   (feet) COMP
 EH2223  MODELED GRAVITY -    979,702.1   (mgal)                       NAVD 88
 EH2223
 EH2223  VERT ORDER      -  * POSTED, SEE BELOW
 EH2223
 EH2223.The horizontal coordinates were scaled from a 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
 EH2223.* This is a POSTED BENCH MARK height.
 EH2223
 EH2223.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2223.GEOID18 height accuracy estimate available here.
 EH2223
 EH2223.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU987407(NAD 83)
 EH2223
 EH2223                          SUPERSEDED SURVEY CONTROL
 EH2223
 EH2223  NGVD 29 (11/26/84)   69.311  (m)          227.40   (f) ADJUSTED    2 0
 EH2223
 EH2223.Superseded values are not recommended for survey control.
 EH2223
 EH2223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2223.See file dsdata.pdf to determine how the superseded data were derived.
 EH2223
 EH2223_MARKER: DD = SURVEY DISK
 EH2223_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EH2223_STAMPING: HEI 1936
 EH2223_MARK LOGO: CGS+SS
 EH2223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1839 ***********************************************************************
 FF1839  DESIGNATION -  HEIGHT
 FF1839  PID         -  FF1839
 FF1839  STATE/COUNTY-  AR/WHITE
 FF1839  COUNTRY     -  US
 FF1839  USGS QUAD   -  BALD KNOB (2017)
 FF1839
 FF1839                         *CURRENT SURVEY CONTROL
 FF1839  ______________________________________________________________________
 FF1839* NAD 83(1997) POSITION- 35 18 37.73669(N) 091 34 46.80225(W)   ADJUSTED
 FF1839* NAD 83(1997) ELLIP HT-    76.483 (meters)        (09/24/01)   ADJUSTED
 FF1839* NAVD 88 ORTHO HEIGHT -   103.9   (meters)      341.    (feet) VERTCON3
 FF1839  ______________________________________________________________________
 FF1839  GEOID HEIGHT    -        -27.319 (meters)                     GEOID18
 FF1839  NAD 83(1997) X  -   -143,641.633 (meters)                     COMP
 FF1839  NAD 83(1997) Y  - -5,208,675.240 (meters)                     COMP
 FF1839  NAD 83(1997) Z  -  3,666,073.942 (meters)                     COMP
 FF1839  LAPLACE CORR    -         -0.17  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1839.GEOID18 height accuracy estimate available here.
 FF1839
 FF1839.Click photographs - Photos may exist for this station.
 FF1839
 FF1839.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF1839
 FF1839.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1839
 FF1839.The ellipsoidal height was determined by GPS observations
 FF1839.and is referenced to NAD 83.
 FF1839
 FF1839. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 FF1839:SPC AR N     -  HEIGHT AZ MK RESET                       276 25 30.3
 FF1839:UTM  15      -  HEIGHT AZ MK RESET                       275 50 54.9
 FF1839
 FF1839_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV2912008400(NAD 83)
 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)   76.482  (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)  RAPSU86  model used  GPS OBS        
 FF1839
 FF1839.Superseded values are not recommended for survey control.
 FF1839
 FF1839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1839.See file dsdata.pdf to determine how the superseded data were derived.
 FF1839
 FF1839_MARKER: DS = TRIANGULATION STATION DISK
 FF1839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1420 ***********************************************************************
 DL1420  DESIGNATION -  HEINE
 DL1420  PID         -  DL1420
 DL1420  STATE/COUNTY-  AR/DALLAS
 DL1420  COUNTRY     -  US
 DL1420  USGS QUAD   -  OUACHITA (2017)
 DL1420
 DL1420                         *CURRENT SURVEY CONTROL
 DL1420  ______________________________________________________________________
 DL1420* NAD 83(1997) POSITION- 33 49 17.24219(N) 092 50 20.23447(W)   ADJUSTED
 DL1420* NAVD 88 ORTHO HEIGHT -    43.84  (+/-2cm)      143.8   (feet) VERTCON3
 DL1420  ______________________________________________________________________
 DL1420  GEOID HEIGHT    -        -26.369 (meters)                     GEOID18
 DL1420  LAPLACE CORR    -          1.39  (seconds)                    DEFLEC18
 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
 DL1420.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1420.GEOID18 height accuracy estimate available here.
 DL1420
 DL1420.The vertical order pertains to the NGVD 29 superseded value.
 DL1420
 DL1420.Click photographs - Photos may exist for this station.
 DL1420
 DL1420.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1420
 DL1420. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT1490342371(NAD 83)
 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(1993)-  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              43.87   (m)          143.9    (f) LEVELING    3  
 DL1420
 DL1420.Superseded values are not recommended for survey control.
 DL1420
 DL1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1420.See file dsdata.pdf to determine how the superseded data were derived.
 DL1420
 DL1420_MARKER: DS = TRIANGULATION STATION DISK
 DL1420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1420_STAMPING: HEINE 1957
 DL1420_MARK LOGO: CGS
 DL1420_PROJECTION: FLUSH
 DL1420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1420+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2841 ***********************************************************************
 EH2841  DESIGNATION -  HELENA
 EH2841  PID         -  EH2841
 EH2841  STATE/COUNTY-  AR/PHILLIPS
 EH2841  COUNTRY     -  US
 EH2841  USGS QUAD   -  HELENA (2017)
 EH2841
 EH2841                         *CURRENT SURVEY CONTROL
 EH2841  ______________________________________________________________________
 EH2841* NAD 83(1997) POSITION- 34 31 06.29245(N) 090 36 13.40145(W)   ADJUSTED
 EH2841* NAVD 88 ORTHO HEIGHT -   109.5   (meters)      359.    (feet) VERTCON3
 EH2841  ______________________________________________________________________
 EH2841  GEOID HEIGHT    -        -26.999 (meters)                     GEOID18
 EH2841  LAPLACE CORR    -          0.24  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2841.GEOID18 height accuracy estimate available here.
 EH2841
 EH2841.Click photographs - Photos may exist for this station.
 EH2841
 EH2841.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2841
 EH2841. The following values were computed from the NAD 83(1997) position.
 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     -   0.99998705  x   0.99995405  =   0.99994111
 EH2841!SPC MS W     -   0.99998705  x   0.99995759  =   0.99994465
 EH2841!UTM  15      -   0.99998705  x   1.00019640  =   1.00018345
 EH2841
 EH2841:                Primary Azimuth Mark                     Grid Az
 EH2841:SPC AR S     -  HELENA ARK POWER LT RAD TOWER            348 23 57.4
 EH2841:SPC MS W     -  HELENA ARK POWER LT RAD TOWER            349 20 02.3
 EH2841:UTM  15      -  HELENA ARK POWER LT RAD TOWER            347 49 20.3
 EH2841
 EH2841_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU1996022246(NAD 83)
 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 1195607.2 |
 EH2841| EH2845 HELENA ARK PWR LT W HILINE TWR      APPROX. 1.5 KM 1282259.2 |
 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 3011301.8 |
 EH2841| EH2863 WEST HELENA MUNICIPAL TANK          APPROX. 4.9 KM 3071339.1 |
 EH2841| EH2861 WEST HELENA PEKIN WOOD CO STK       APPROX. 5.7 KM 3084650.0 |
 EH2841| EH2851 HELENA CABLE TV MAST                APPROX. 1.5 KM 3324724.1 |
 EH2841| EH2843 HELENA ARK POWER LT RAD TOWER       APPROX. 2.0 KM 3491050.7 |
 EH2841|---------------------------------------------------------------------|
 EH2841
 EH2841                          SUPERSEDED SURVEY CONTROL
 EH2841
 EH2841  NAD 83(1995)-  34 31 06.29281(N)    090 36 13.40175(W) AD(       ) 1
 EH2841  NAD 83(1993)-  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
 EH2841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2841.See file dsdata.pdf to determine how the superseded data were derived.
 EH2841
 EH2841_MARKER: DS = TRIANGULATION STATION DISK
 EH2841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2841_STAMPING: HELENA 1953
 EH2841_MARK LOGO: CGS
 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 HELENA, 26
 EH2841'FEET SOUTH OF AN OAK TREE WITH A TRIANGLE BLAZE, 14 FEET WEST OF THE
 EH2841'CENTER OF A DIM TRACK ROAD AND 4 FEET SOUTH OF A WITNESS POST.  IT
 EH2841'PROJECTS 3 INCHES AND IS STAMPED HELENA 1953.
 EH2841'
 EH2841'REFERENCE MARK NO. 1 IS 10 FEET EAST OF THE CENTER OF A DIM TRACK ROAD
 EH2841'AND 1-1/2 FEET NORTH OF A DOUBLE POWER LINE POLE.  IT PROJECTS 3
 EH2841'INCHES AND IS STAMPED HELENA NO 1 1953.
 EH2841'
 EH2841'REFERENCE MARK NO. 2 IS 24 FEET SOUTH OF THE CENTER OF A TRACK ROAD, 1
 EH2841'FOOT EAST OF A TELEPHONE POLE AND ABOUT 4 FEET BELOW STATION
 EH2841'ELEVATION.  IT PROJECTS 3 INCHES AND IS STAMPED HELENA 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 FOR THE
 EH2841'AZIMUTH MARK.
 EH2841'
 EH2841'TO REACH THE STATION FROM THE ILLINOIS CENTRAL RAILROAD DEPOT IN
 EH2841'HELENA GO SOUTH ON MAIN STREET FOR 0.15 MILE TO MISSOURI STREET, TURN
 EH2841'RIGHT AND GO WEST ON MISSOURI STREET FOR 0.3 MILE TO STATE HIGHWAY 20,
 EH2841'TURN LEFT AND GO SOUTH ON STATE HIGHWAY 20 FOR 0.05 MILE, TURN RIGHT
 EH2841'AND GO WEST, PASSING TO THE RIGHT OF THE HIGH SCHOOL FOR 0.1 MILE TO A
 EH2841'T STREET LEFT, TURN LEFT AND GO 0.1 MILE TO A T STREET RIGHT, TURN
 EH2841'RIGHT AND 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 FORK
 EH2841'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 FOUND IN
 EH2841'GOOD CONDITION.  THE ANGLE BETWEEN REFERENCE MARKS CHECKED.  A
 EH2841'DIFFERENCE OF 0.009 METER LONGER IS NOTED IN THE DISTANCE TO REFERENCE
 EH2841'MARK 1 AND A DIFFERENCE OF 0.013 METER LONGER IS NOTED IN THE DISTANCE
 EH2841'TO REFERENCE MARK 2.  HELENA CABLE TELEVISION MAST WAS USED AS A
 EH2841'GROUND AZIMUTH.  THERE WAS NOT A SUITABLE LOCATION FOR AN AZIMUTH MARK
 EH2841'NOR A LONG REFERENCE MARK.  A COMPLETE DESCRIPTION FOLLOWS.
 EH2841'
 EH2841'THE STATION IS LOCATED AT THE NORTHWEST EDGE OF HELENA, ATOP A KNOLL
 EH2841'AND ON PROPERTY OWNED BY MR. C.M.T. KIRKMAN, 1105 PERRY STREET,
 EH2841'HELENA, AR, 72342. TELEPHONE 501-338-8712.
 EH2841'
 EH2841'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 49 AND U.S.
 EH2841'HIGHWAY 49 BUSINESS, ABOUT 0.5 MILE (0.8 KM) WEST OF THE MISSISSIPPI
 EH2841'RIVER BRIDGE AT THE SOUTH EDGE OF HELENA, GO NORTHEAST ON U.S. HIGHWAY
 EH2841'49 BUSINESS FOR 1.6 MILES (2.57 KM) TO ARKANSAS STREET AND A HIGH
 EH2841'SCHOOL ON THE LEFT.  TURN LEFT AND GO WEST ON ARKANSAS STREET FOR 0.15
 EH2841'MILE (0.24 KM) TO PRAIRIE STREET.  TURN LEFT AND GO SOUTH ON PRAIRIE
 EH2841'STREET FOR 0.1 MILE (0.16 KM) TO MILITARY ROAD.  TURN RIGHT AND GO
 EH2841'WEST FOR 0.05 MILE (0.08 KM) TO A FORK.  BEAR LEFT AND CONTINUE ON
 EH2841'MILITARY ROAD, UPHILL FOR 0.6 MILE (0.97 KM) TO A DIM TRACK ROAD
 EH2841'BENEATH AN OVERHEAD POWER LINE.  TURN SHARP LEFT AND GO SOUTHEAST FOR
 EH2841'ABOUT 150 FEET (0.04 KM) TO THE STATION ON THE LEFT, ABOUT 3 METERS
 EH2841'SOUTH OF THE HIGHEST POINT OF THE KNOLL.
 EH2841'
 EH2841'THE STATION IS A STANDARD C AND GS DISK STAMPED ---HELENA 1953---, SET
 EH2841'INTO THE TOP OF A SQUARE CONCRETE MONUMENT 25 CM ON A SIDE PROJECTING
 EH2841'1 CM ABOVE THE GROUND.  IT IS LOCATED 10 METERS NORTH FROM THE CENTER
 EH2841'OF A TRACK ROAD, 1.6 METERS SOUTH-SOUTHWEST FROM A METAL WITNESS POST
 EH2841'AND IS ABOUT ABOUT 1.5 METERS HIGHER THAN THE TRACK ROAD.  THE
 EH2841'UNDERGROUND MARK IS NOT MENTIONED IN THE 1953 DATA.
 EH2841'
 EH2841'REFERENCE MARK NUMBER 01 IS A STANDARD C AND GS DISK STAMPED
 EH2841'---HELENA NO 1 1953---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 EH2841'25 CM ON A SIDE PROJECTING 5 CM ABOVE THE GROUND.  IT IS LOCATED 3.8
 EH2841'METERS SOUTHEAST FROM THE CENTER OF A TRACK ROAD, 1.3 METERS NORTHWEST
 EH2841'FROM THE NORTHEASTERNMOST OF TWO POWERLINE POLES AND 0.5 METER EAST
 EH2841'FROM A METAL WITNESS POST.  MARK IS BELOW STATION 0.3 METER.
 EH2841'
 EH2841'REFERENCE MARK NUMBER 02 IS A STANDARD C AND GS DISK STAMPED
 EH2841'---HELENA NO 2 1953---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 EH2841'25 CM ON A SIDE PROJECTING 5 CM ABOVE THE GROUND.  IT IS LOCATED 4.5
 EH2841'METERS EAST FROM THE CENTER OF A TRACK ROAD, 1.6 METERS NORTH FROM A
 EH2841'METAL WITNESS POST AND 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 (RADIO
 EH2841'TOWER) WERE RECOVERED IN GOOD CONDITION.  STATION AND REFERENCE MARKS
 EH2841'IS IN S POWERLINE RIGHT-OF-WAY, IN VERY THICK BRUSH,  ONE HOUR
 EH2841'CLEARING IS NEEDED TO WORK FROM THE STATION.
 EH2841'
 EH2841'TO REACH FROM THE JUNCTION OF US HIGHWAY 49 AND 49B AT THE SOUTH EDGE
 EH2841'OF HELENA, GO  NORTHEAST ON HIGHWAY 49 B FOR 2.5 KM (1.55 MI) TO A
 EH2841'CROSS STREET ON NORTH SIDE OF A SCHOOL BUILDING ON THE LEFT.  TURN
 EH2841'LEFT, WEST, ON ARKANSAS STREET FOR 0.25 KM (0.15 MI) TO A STREET LEFT.
 EH2841'TURN LEFT, SOUTH, ON PRAIRIE STREET FOR 0.15 KM (0.1 MI) TOA STREET
 EH2841'RIGHT.  TURN RIGHT, WEST, UPHILL, ON PARK HILL ROAD FOR 0.1 KM
 EH2841'(0.05 MI) TO A STREET LEFT.  TURN LEFT, SOUTH, ON MILITARY ROAD FOR
 EH2841'5.7 KM (3.55 MI) TO A DIM ROAD LEFT UNDER POWERLINES. TURN LEFT ON DIM
 EH2841'ROAD FOR 40 METERS TO POINT WHERE ROAD TURNS RIGHT AND STATION ON THE
 EH2841'LEFT.
 EH2841'
 EH2841'STATION MARK IS 2 CM BELOW GROUND.  NO MEASUREMENTS TAKEN DUE TO THICK
 EH2841'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 ROAD,
 EH2841'1 METER ABOVE THE ROAD, AT THE BASE OF A UTILITY POLE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DE9665 ***********************************************************************
 DE9665  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9665  DESIGNATION -  HELENA
 DE9665  PID         -  DE9665
 DE9665  STATE/COUNTY-  AR/PHILLIPS
 DE9665  COUNTRY     -  US
 DE9665  USGS QUAD   -  HELENA (2017)
 DE9665
 DE9665                         *CURRENT SURVEY CONTROL
 DE9665  ______________________________________________________________________
 DE9665* NAD 83(2011) POSITION- 34 31 21.57187(N) 090 35 07.15150(W)   ADJUSTED
 DE9665* NAD 83(2011) ELLIP HT-    36.553 (meters)        (06/27/12)   ADJUSTED
 DE9665* NAD 83(2011) EPOCH   -  2010.00
 DE9665* NAVD 88 ORTHO HEIGHT -    63.53  (meters)      208.4   (feet) GPS OBS
 DE9665  ______________________________________________________________________
 DE9665  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DE9665  GEOID HEIGHT    -        -26.921 (meters)                     GEOID03
 DE9665  GEOID HEIGHT    -        -26.999 (meters)                     GEOID18
 DE9665  NAD 83(2011) X  -    -53,740.590 (meters)                     COMP
 DE9665  NAD 83(2011) Y  - -5,260,374.819 (meters)                     COMP
 DE9665  NAD 83(2011) Z  -  3,594,383.885 (meters)                     COMP
 DE9665  LAPLACE CORR    -          0.23  (seconds)                    DEFLEC18
 DE9665
 DE9665  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE9665  Standards:
 DE9665         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE9665            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE9665  -------------------------------------------------------------------
 DE9665  NETWORK    0.58   0.92           0.24   0.23   0.47      0.08881288
 DE9665  -------------------------------------------------------------------
 DE9665  Click here for local accuracies and other accuracy information.
 DE9665
 DE9665.The horizontal coordinates were established by GPS observations
 DE9665.and adjusted by the National Geodetic Survey in June 2012.
 DE9665
 DE9665.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE9665.been affixed to the stable North American tectonic plate. See 
 DE9665.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE9665
 DE9665.The horizontal coordinates are valid at the epoch date displayed above
 DE9665.which is a decimal equivalence of Year/Month/Day.
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9665.GEOID18 height accuracy estimate available here.
 DE9665
 DE9665.Click photographs - Photos may exist for this station.
 DE9665
 DE9665.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9665
 DE9665.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE9665
 DE9665.The ellipsoidal height was determined by GPS observations
 DE9665.and is referenced to NAD 83.
 DE9665
 DE9665. The following values were computed from the NAD 83(2011) position.
 DE9665
 DE9665;                    North         East     Units Scale Factor Converg.
 DE9665;SPC AR S     -   606,753.186   529,879.014   MT  0.99995468   +0 47 30.4
 DE9665;SPC AR S     - 1,990,656.08  1,738,444.73   sFT  0.99995468   +0 47 30.4
 DE9665;UTM  15      - 3,822,757.621   721,639.135   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU2163922757(NAD 83)
 DE9665
 DE9665                          SUPERSEDED SURVEY CONTROL
 DE9665
 DE9665  NAD 83(2007)-  34 31 21.57189(N)    090 35 07.15254(W) AD(2002.00) 0
 DE9665  ELLIP H (02/10/07)   36.575  (m)                       GP(2002.00)    
 DE9665  NAD 83(1997)-  34 31 21.57150(N)    090 35 07.15180(W) AD(       ) 1
 DE9665  ELLIP H (01/24/03)   36.574  (m)                       GP(       ) 2 2
 DE9665  NAVD 88 (01/25/03)   63.54   (m)  UNKNOWN  model used  GPS OBS        
 DE9665  NAVD 88 (01/24/03)   63.55   (m)  GEOID99  model used  GPS OBS        
 DE9665
 DE9665.Superseded values are not recommended for survey control.
 DE9665
 DE9665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9665.See file dsdata.pdf to determine how the superseded data were derived.
 DE9665
 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: USACEM
 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 - September 19, 2013
 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  HISTORY     - 20061215 GOOD             ACCU
 DE9665  HISTORY     - 20090811 GOOD             USACE
 DE9665  HISTORY     - 20130919 GOOD             USACEM
 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.  10.5 MILES EAST OF BARTON, ARK.  20 MILES
 DE9665'SOUTH-SOUTHEAST OF MARIANNA, ARK.
 DE9665'
 DE9665'TO REACH THE STATION FROM THE INTERSECTION OF HWY 49 WEST SIDE OF
 DE9665'MISSISSIPPI RIVER AND HWY 49 BUSINESS, GO NORTH ON HWY 49 BUSINESS IN
 DE9665'HELENA, ARK, FOR 1.7 MILES TO MISSOURI STREET ON RIGHT, THENCE RIGHT
 DE9665'ON MISSOURI STREET FOR 0.30 MILES TO END OF STREET AND RIVER LEVEE.
 DE9665'STATION IS APPROXIMATELY 150 FEET NORTHWEST OF END OF 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 UPSTREAM OF UPSTREAM END OF HELENA FLOODWALL, 84.4
 DE9665'FEET NORTHEAST OF THE NORTHERN MOST CONCRETE/STEEL POST OF PAVILLIAN,
 DE9665'12.6 FEET EAST OF A STEEL FLAG POLE, 7 FEET EAST OF CENTERLINE OF
 DE9665'BRICK WALK AT TOP OF LEVEE.  STATION IS STAMPED HELENA GAGE REF 2001.
 DE9665
 DE9665                          STATION RECOVERY (2006)
 DE9665
 DE9665'RECOVERY NOTE BY ACCU AIR SURVEYS INCORPORATED 2006 (WJC)
 DE9665'FLAG POLE DESCRIPTION DOES NOT MATCH, IT MUST HAVE BEEN MOVED THE
 DE9665'OTHER TWO TIES ARE GOOD
 DE9665
 DE9665                          STATION RECOVERY (2009)
 DE9665
 DE9665'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2009 (JMH)
 DE9665'RECOVERED IN GOOD CONDITION.
 DE9665
 DE9665                          STATION RECOVERY (2013)
 DE9665
 DE9665'RECOVERY NOTE BY COE MEMPHIS 2013 (MET)
 DE9665'MARK WAS RECOVERED IN GOOD CONDITION. THIS MARK IS THE PRIMARY GAGE
 DE9665'REFERENCE MARK FOR HELENA GAGE, WHICH IS A MAIN STEM MISSISSIPPI RIVER
 DE9665'GAGE OPERATED BY THE MEMPHIS DISTRICT, CORPS OF ENGINEERS. HELENA GAGE
 DE9665'ZERO IS 141.51(NAVD88).
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH2843 ***********************************************************************
 EH2843  DESIGNATION -  HELENA ARK POWER LT RAD TOWER
 EH2843  PID         -  EH2843
 EH2843  STATE/COUNTY-  AR/PHILLIPS
 EH2843  COUNTRY     -  US
 EH2843  USGS QUAD   -  HELENA (2017)
 EH2843
 EH2843                         *CURRENT SURVEY CONTROL
 EH2843  ______________________________________________________________________
 EH2843* NAD 83(1997) POSITION- 34 32 10.62378(N) 090 36 28.25800(W)   ADJUSTED
 EH2843  ______________________________________________________________________
 EH2843  GEOID HEIGHT    -        -27.002 (meters)                     GEOID18
 EH2843  LAPLACE CORR    -          0.19  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2843.GEOID18 height accuracy estimate available here.
 EH2843
 EH2843.Click photographs - Photos may exist for this station.
 EH2843
 EH2843.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2843
 EH2843. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU1953424219(NAD 83)
 EH2843
 EH2843                          SUPERSEDED SURVEY CONTROL
 EH2843
 EH2843  NAD 83(1995)-  34 32 10.62416(N)    090 36 28.25833(W) AD(       ) 3
 EH2843  NAD 83(1993)-  34 32 10.62423(N)    090 36 28.25784(W) AD(       ) 3
 EH2843  NAD 83(1986)-  34 32 10.63137(N)    090 36 28.25700(W) AD(       ) 3
 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
 EH2843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2843.See file dsdata.pdf to determine how the superseded data were derived.
 EH2843
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2764 ***********************************************************************
 EH2764  DESIGNATION -  HELENA ARK PWR AND LT STK
 EH2764  PID         -  EH2764
 EH2764  STATE/COUNTY-  AR/PHILLIPS
 EH2764  COUNTRY     -  US
 EH2764  USGS QUAD   -  MOON LAKE (2018)
 EH2764
 EH2764                         *CURRENT SURVEY CONTROL
 EH2764  ______________________________________________________________________
 EH2764* NAD 83(1997) POSITION- 34 27 44.98167(N) 090 35 55.17440(W)   ADJUSTED
 EH2764* NAVD 88 ORTHO HEIGHT -    60.    (meters)      197.    (feet) SCALED
 EH2764  ______________________________________________________________________
 EH2764  GEOID HEIGHT    -        -26.978 (meters)                     GEOID18
 EH2764  LAPLACE CORR    -          0.71  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2764.GEOID18 height accuracy estimate available here.
 EH2764
 EH2764.Click photographs - Photos may exist for this station.
 EH2764
 EH2764.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2764
 EH2764. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999482  x   0.99994630  =   0.99994112
 EH2764!SPC MS W     -   0.99999482  x   0.99995732  =   0.99995214
 EH2764!UTM  15      -   0.99999482  x   1.00019973  =   1.00019455
 EH2764
 EH2764_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU2057216054(NAD 83)
 EH2764
 EH2764                          SUPERSEDED SURVEY CONTROL
 EH2764
 EH2764  NAD 83(1993)-  34 27 44.98166(N)    090 35 55.17375(W) AD(       ) 3
 EH2764  NAD 83(1986)-  34 27 44.99181(N)    090 35 55.17176(W) AD(       ) 3
 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
 EH2764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2764.See file dsdata.pdf to determine how the superseded data were derived.
 EH2764
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2854 ***********************************************************************
 EH2854  DESIGNATION -  HELENA ARK PWR AND LT STACK
 EH2854  PID         -  EH2854
 EH2854  STATE/COUNTY-  AR/PHILLIPS
 EH2854  COUNTRY     -  US
 EH2854  USGS QUAD   -  HELENA (2017)
 EH2854
 EH2854                         *CURRENT SURVEY CONTROL
 EH2854  ______________________________________________________________________
 EH2854* NAD 83(1997) POSITION- 34 31 03.22605(N) 090 35 28.58233(W)   ADJUSTED
 EH2854  ______________________________________________________________________
 EH2854  GEOID HEIGHT    -        -26.998 (meters)                     GEOID18
 EH2854  LAPLACE CORR    -          0.17  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2854.GEOID18 height accuracy estimate available here.
 EH2854
 EH2854.Click photographs - Photos may exist for this station.
 EH2854
 EH2854.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2854
 EH2854. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU2110622179(NAD 83)
 EH2854
 EH2854                          SUPERSEDED SURVEY CONTROL
 EH2854
 EH2854  NAD 83(1995)-  34 31 03.22636(N)    090 35 28.58218(W) AD(       ) 3
 EH2854  NAD 83(1993)-  34 31 03.22631(N)    090 35 28.58194(W) AD(       ) 3
 EH2854  NAD 83(1986)-  34 31 03.23374(N)    090 35 28.58147(W) AD(       ) 3
 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
 EH2854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2854.See file dsdata.pdf to determine how the superseded data were derived.
 EH2854
 EH2854_MARKER: 63 = STACK
 EH2854_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2854+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2012
 EH2854
 EH2854  HISTORY     - Date     Condition        Report By
 EH2854  HISTORY     - 1953     FIRST OBSERVED   CGS
 EH2854  HISTORY     - 1980     GOOD             NGS
 EH2854  HISTORY     - 20120108 GOOD             GEOCAC
 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.
 EH2854
 EH2854                          STATION RECOVERY (2012)
 EH2854
 EH2854'RECOVERY NOTE BY GEOCACHING 2012 (JA)
 EH2854'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH0921 ***********************************************************************
 EH0921  DESIGNATION -  HELENA BOLT
 EH0921  PID         -  EH0921
 EH0921  STATE/COUNTY-  AR/PHILLIPS
 EH0921  COUNTRY     -  US
 EH0921  USGS QUAD   -  HELENA (2017)
 EH0921
 EH0921                         *CURRENT SURVEY CONTROL
 EH0921  ______________________________________________________________________
 EH0921* NAD 83(1986) POSITION- 34 31 43.     (N) 090 35 08.     (W)   SCALED
 EH0921* NAVD 88 ORTHO HEIGHT -    56.717 (meters)      186.08  (feet) ADJUSTED
 EH0921  ______________________________________________________________________
 EH0921  GEOID HEIGHT    -        -27.000 (meters)                     GEOID18
 EH0921  DYNAMIC HEIGHT  -         56.662 (meters)      185.90  (feet) COMP
 EH0921  MODELED GRAVITY -    979,669.9   (mgal)                       NAVD 88
 EH0921
 EH0921  VERT ORDER      -  FIRST     CLASS II
 EH0921
 EH0921.The horizontal coordinates were scaled from a map and have
 EH0921.an estimated accuracy of +/- 6 seconds.
 EH0921
 EH0921.The orthometric height was determined by differential leveling and
 EH0921.adjusted by the NATIONAL GEODETIC SURVEY
 EH0921.in June 1991.
 EH0921
 EH0921.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0921.GEOID18 height accuracy estimate available here.
 EH0921
 EH0921.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU216234(NAD 83)
 EH0921
 EH0921                          SUPERSEDED SURVEY CONTROL
 EH0921
 EH0921  NGVD 29 (11/26/84)   56.755  (m)          186.20   (f) ADJUSTED    1 2
 EH0921
 EH0921.Superseded values are not recommended for survey control.
 EH0921
 EH0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0921.See file dsdata.pdf to determine how the superseded data were derived.
 EH0921
 EH0921_MARKER: B = BOLT
 EH0921_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EH0921_SP_SET: UNDERGROUND TILE
 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'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 = MARCH 20, 2026 22:17:28 EDT
 EH2851 ***********************************************************************
 EH2851  DESIGNATION -  HELENA CABLE TV MAST
 EH2851  PID         -  EH2851
 EH2851  STATE/COUNTY-  AR/PHILLIPS
 EH2851  COUNTRY     -  US
 EH2851  USGS QUAD   -  HELENA (2017)
 EH2851
 EH2851                         *CURRENT SURVEY CONTROL
 EH2851  ______________________________________________________________________
 EH2851* NAD 83(1997) POSITION- 34 31 48.47711(N) 090 36 39.60943(W)   ADJUSTED
 EH2851  ______________________________________________________________________
 EH2851  GEOID HEIGHT    -        -27.002 (meters)                     GEOID18
 EH2851  LAPLACE CORR    -          0.33  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2851.GEOID18 height accuracy estimate available here.
 EH2851
 EH2851.Click photographs - Photos may exist for this station.
 EH2851
 EH2851.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2851
 EH2851. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU1926123530(NAD 83)
 EH2851
 EH2851                          SUPERSEDED SURVEY CONTROL
 EH2851
 EH2851  NAD 83(1995)-  34 31 48.47866(N)    090 36 39.61045(W) AD(       ) 3
 EH2851  NAD 83(1993)-  34 31 48.47707(N)    090 36 39.60910(W) AD(       ) 3
 EH2851  NAD 83(1986)-  34 31 48.48427(N)    090 36 39.60839(W) AD(       ) 3
 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
 EH2851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2851.See file dsdata.pdf to determine how the superseded data were derived.
 EH2851
 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 = MARCH 20, 2026 22:17:28 EDT
 EH0920 ***********************************************************************
 EH0920  DESIGNATION -  HELENA CAP
 EH0920  PID         -  EH0920
 EH0920  STATE/COUNTY-  AR/PHILLIPS
 EH0920  COUNTRY     -  US
 EH0920  USGS QUAD   -  HELENA (2017)
 EH0920
 EH0920                         *CURRENT SURVEY CONTROL
 EH0920  ______________________________________________________________________
 EH0920* NAD 83(1986) POSITION- 34 31 43.     (N) 090 35 08.     (W)   SCALED
 EH0920* NAVD 88 ORTHO HEIGHT -    57.935 (meters)      190.08  (feet) ADJUSTED
 EH0920  ______________________________________________________________________
 EH0920  GEOID HEIGHT    -        -27.000 (meters)                     GEOID18
 EH0920  DYNAMIC HEIGHT  -         57.879 (meters)      189.89  (feet) COMP
 EH0920  MODELED GRAVITY -    979,669.9   (mgal)                       NAVD 88
 EH0920
 EH0920  VERT ORDER      -  FIRST     CLASS II
 EH0920
 EH0920.The horizontal coordinates were scaled from a map and have
 EH0920.an estimated accuracy of +/- 6 seconds.
 EH0920
 EH0920.The orthometric height was determined by differential leveling and
 EH0920.adjusted by the NATIONAL GEODETIC SURVEY
 EH0920.in June 1991.
 EH0920
 EH0920.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0920.GEOID18 height accuracy estimate available here.
 EH0920
 EH0920.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU216234(NAD 83)
 EH0920
 EH0920                          SUPERSEDED SURVEY CONTROL
 EH0920
 EH0920  NGVD 29 (11/26/84)   57.964  (m)          190.17   (f) ADJUSTED    1 2
 EH0920
 EH0920.Superseded values are not recommended for survey control.
 EH0920
 EH0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0920.See file dsdata.pdf to determine how the superseded data were derived.
 EH0920
 EH0920_MARKER: P = PIPE CAP
 EH0920_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH0920_MARK LOGO: MRC
 EH0920_PROJECTION: RECESSED 76 CENTIMETERS
 EH0920_MAGNETIC: P = MARKER IS A STEEL PIPE
 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'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 = MARCH 20, 2026 22:17:28 EDT
 EH2847 ***********************************************************************
 EH2847  DESIGNATION -  HELENA CO CITY POLICE RAD TWR
 EH2847  PID         -  EH2847
 EH2847  STATE/COUNTY-  AR/PHILLIPS
 EH2847  COUNTRY     -  US
 EH2847  USGS QUAD   -  HELENA (2017)
 EH2847
 EH2847                         *CURRENT SURVEY CONTROL
 EH2847  ______________________________________________________________________
 EH2847* NAD 83(1997) POSITION- 34 31 30.47047(N) 090 35 43.94476(W)   ADJUSTED
 EH2847  ______________________________________________________________________
 EH2847  GEOID HEIGHT    -        -27.000 (meters)                     GEOID18
 EH2847  LAPLACE CORR    -          0.07  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2847.GEOID18 height accuracy estimate available here.
 EH2847
 EH2847.Click photographs - Photos may exist for this station.
 EH2847
 EH2847.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2847
 EH2847. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU2069423009(NAD 83)
 EH2847
 EH2847                          SUPERSEDED SURVEY CONTROL
 EH2847
 EH2847  NAD 83(1995)-  34 31 30.47057(N)    090 35 43.94534(W) AD(       ) 3
 EH2847  NAD 83(1993)-  34 31 30.47071(N)    090 35 43.94470(W) AD(       ) 3
 EH2847  NAD 83(1986)-  34 31 30.47794(N)    090 35 43.94405(W) AD(       ) 3
 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
 EH2847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2847.See file dsdata.pdf to determine how the superseded data were derived.
 EH2847
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2768 ***********************************************************************
 EH2768  DESIGNATION -  HELENA GARDINIER BIG INC TANK
 EH2768  PID         -  EH2768
 EH2768  STATE/COUNTY-  AR/PHILLIPS
 EH2768  COUNTRY     -  US
 EH2768  USGS QUAD   -  MOON LAKE (2018)
 EH2768
 EH2768                         *CURRENT SURVEY CONTROL
 EH2768  ______________________________________________________________________
 EH2768* NAD 83(1997) POSITION- 34 28 45.90624(N) 090 36 34.14927(W)   ADJUSTED
 EH2768  ______________________________________________________________________
 EH2768  GEOID HEIGHT    -        -26.994 (meters)                     GEOID18
 EH2768  LAPLACE CORR    -          0.65  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2768.GEOID18 height accuracy estimate available here.
 EH2768
 EH2768.Click photographs - Photos may exist for this station.
 EH2768
 EH2768.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2768
 EH2768. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU1953317908(NAD 83)
 EH2768
 EH2768                          SUPERSEDED SURVEY CONTROL
 EH2768
 EH2768  NAD 83(1993)-  34 28 45.90720(N)    090 36 34.14888(W) AD(       ) 3
 EH2768  NAD 83(1986)-  34 28 45.91633(N)    090 36 34.14740(W) AD(       ) 3
 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
 EH2768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2768.See file dsdata.pdf to determine how the superseded data were derived.
 EH2768
 EH2768_MARKER: 53 = ELEVATED 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 = MARCH 20, 2026 22:17:28 EDT
 EH0926 ***********************************************************************
 EH0926  DESIGNATION -  HELENA GAUGE
 EH0926  PID         -  EH0926
 EH0926  STATE/COUNTY-  AR/PHILLIPS
 EH0926  COUNTRY     -  US
 EH0926  USGS QUAD   -  HELENA (2017)
 EH0926
 EH0926                         *CURRENT SURVEY CONTROL
 EH0926  ______________________________________________________________________
 EH0926* NAD 83(1986) POSITION- 34 31 24.     (N) 090 35 09.     (W)   SCALED
 EH0926* NAVD 88 ORTHO HEIGHT -    57.981 (meters)      190.23  (feet) ADJUSTED
 EH0926  ______________________________________________________________________
 EH0926  GEOID HEIGHT    -        -26.999 (meters)                     GEOID18
 EH0926  DYNAMIC HEIGHT  -         57.925 (meters)      190.04  (feet) COMP
 EH0926  MODELED GRAVITY -    979,669.5   (mgal)                       NAVD 88
 EH0926
 EH0926  VERT ORDER      -  FIRST     CLASS II
 EH0926
 EH0926.The horizontal coordinates were scaled from a map and have
 EH0926.an estimated accuracy of +/- 6 seconds.
 EH0926
 EH0926.The orthometric height was determined by differential leveling and
 EH0926.adjusted by the NATIONAL GEODETIC SURVEY
 EH0926.in June 1991.
 EH0926
 EH0926.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0926.GEOID18 height accuracy estimate available here.
 EH0926
 EH0926.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU215228(NAD 83)
 EH0926
 EH0926                          SUPERSEDED SURVEY CONTROL
 EH0926
 EH0926  NGVD 29 (11/26/84)   58.019  (m)          190.35   (f) ADJUSTED    1 2
 EH0926
 EH0926.Superseded values are not recommended for survey control.
 EH0926
 EH0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0926.See file dsdata.pdf to determine how the superseded data were derived.
 EH0926
 EH0926_MARKER: B = BOLT
 EH0926_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EH0926_PROJECTION: PROJECTING 30 CENTIMETERS
 EH0926_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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'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 = MARCH 20, 2026 22:17:28 EDT
 EH2852 ***********************************************************************
 EH2852  DESIGNATION -  HELENA MUNICIPAL TANK
 EH2852  PID         -  EH2852
 EH2852  STATE/COUNTY-  AR/PHILLIPS
 EH2852  COUNTRY     -  US
 EH2852  USGS QUAD   -  HELENA (2017)
 EH2852
 EH2852                         *CURRENT SURVEY CONTROL
 EH2852  ______________________________________________________________________
 EH2852* NAD 83(1997) POSITION- 34 31 55.14060(N) 090 37 13.73557(W)   ADJUSTED
 EH2852  ______________________________________________________________________
 EH2852  GEOID HEIGHT    -        -27.005 (meters)                     GEOID18
 EH2852  LAPLACE CORR    -          0.54  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2852.GEOID18 height accuracy estimate available here.
 EH2852
 EH2852.Click photographs - Photos may exist for this station.
 EH2852
 EH2852.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2852
 EH2852. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU1838623715(NAD 83)
 EH2852
 EH2852                          SUPERSEDED SURVEY CONTROL
 EH2852
 EH2852  NAD 83(1995)-  34 31 55.14091(N)    090 37 13.73596(W) AD(       ) 3
 EH2852  NAD 83(1993)-  34 31 55.14095(N)    090 37 13.73541(W) AD(       ) 3
 EH2852  NAD 83(1986)-  34 31 55.14802(N)    090 37 13.73446(W) AD(       ) 3
 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
 EH2852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2852.See file dsdata.pdf to determine how the superseded data were derived.
 EH2852
 EH2852_MARKER: 53 = ELEVATED 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 = MARCH 20, 2026 22:17:28 EDT
 EH2858 ***********************************************************************
 EH2858  DESIGNATION -  HELENA RAD KFFA NE MAST OF 4
 EH2858  PID         -  EH2858
 EH2858  STATE/COUNTY-  AR/PHILLIPS
 EH2858  COUNTRY     -  US
 EH2858  USGS QUAD   -  WEST HELENA (2017)
 EH2858
 EH2858                         *CURRENT SURVEY CONTROL
 EH2858  ______________________________________________________________________
 EH2858* NAD 83(1997) POSITION- 34 31 40.98138(N) 090 37 43.53671(W)   ADJUSTED
 EH2858  ______________________________________________________________________
 EH2858  GEOID HEIGHT    -        -27.008 (meters)                     GEOID18
 EH2858  LAPLACE CORR    -          0.61  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2858.GEOID18 height accuracy estimate available here.
 EH2858
 EH2858.Click photographs - Photos may exist for this station.
 EH2858
 EH2858.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2858
 EH2858. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU1763623261(NAD 83)
 EH2858
 EH2858                          SUPERSEDED SURVEY CONTROL
 EH2858
 EH2858  NAD 83(1995)-  34 31 40.98197(N)    090 37 43.53738(W) AD(       ) 3
 EH2858  NAD 83(1993)-  34 31 40.98195(N)    090 37 43.53677(W) AD(       ) 3
 EH2858  NAD 83(1986)-  34 31 40.98914(N)    090 37 43.53570(W) AD(       ) 3
 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
 EH2858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2858.See file dsdata.pdf to determine how the superseded data were derived.
 EH2858
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2856 ***********************************************************************
 EH2856  DESIGNATION -  HELENA RAD KFFA SE MAST OF 4
 EH2856  PID         -  EH2856
 EH2856  STATE/COUNTY-  AR/PHILLIPS
 EH2856  COUNTRY     -  US
 EH2856  USGS QUAD   -  WEST HELENA (2017)
 EH2856
 EH2856                         *CURRENT SURVEY CONTROL
 EH2856  ______________________________________________________________________
 EH2856* NAD 83(1997) POSITION- 34 31 35.61311(N) 090 37 43.84658(W)   ADJUSTED
 EH2856  ______________________________________________________________________
 EH2856  GEOID HEIGHT    -        -27.008 (meters)                     GEOID18
 EH2856  LAPLACE CORR    -          0.62  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2856.GEOID18 height accuracy estimate available here.
 EH2856
 EH2856.Click photographs - Photos may exist for this station.
 EH2856
 EH2856.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2856
 EH2856. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU1763223095(NAD 83)
 EH2856
 EH2856                          SUPERSEDED SURVEY CONTROL
 EH2856
 EH2856  NAD 83(1995)-  34 31 35.61367(N)    090 37 43.84724(W) AD(       ) 3
 EH2856  NAD 83(1993)-  34 31 35.61366(N)    090 37 43.84665(W) AD(       ) 3
 EH2856  NAD 83(1986)-  34 31 35.62089(N)    090 37 43.84557(W) AD(       ) 3
 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
 EH2856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2856.See file dsdata.pdf to determine how the superseded data were derived.
 EH2856
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2850 ***********************************************************************
 EH2850  DESIGNATION -  HELENA US ENGRS RAD MAST
 EH2850  PID         -  EH2850
 EH2850  STATE/COUNTY-  AR/PHILLIPS
 EH2850  COUNTRY     -  US
 EH2850  USGS QUAD   -  HELENA (2017)
 EH2850
 EH2850                         *CURRENT SURVEY CONTROL
 EH2850  ______________________________________________________________________
 EH2850* NAD 83(1997) POSITION- 34 31 29.66240(N) 090 35 42.68813(W)   ADJUSTED
 EH2850  ______________________________________________________________________
 EH2850  GEOID HEIGHT    -        -27.000 (meters)                     GEOID18
 EH2850  LAPLACE CORR    -          0.07  (seconds)                    DEFLEC18
 EH2850  HORZ ORDER      -  THIRD
 EH2850
 EH2850.The horizontal coordinates were established by classical geodetic methods
 EH2850.and adjusted by the National Geodetic Survey in September 1999.
 EH2850
 EH2850.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2850.GEOID18 height accuracy estimate available here.
 EH2850
 EH2850.Click photographs - Photos may exist for this station.
 EH2850
 EH2850.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2850
 EH2850. The following values were computed from the NAD 83(1997) position.
 EH2850
 EH2850;                    North         East     Units Scale Factor Converg.
 EH2850;SPC AR S     -   606,989.976   528,969.387   MT  0.99995501   +0 47 10.5
 EH2850;SPC AR S     - 1,991,432.95  1,735,460.40   sFT  0.99995501   +0 47 10.5
 EH2850;SPC MS W     -   557,201.787   675,959.310   MT  0.99995712   -0 08 54.3
 EH2850;SPC MS W     - 1,828,086.20  2,217,709.84   sFT  0.99995712   -0 08 54.3
 EH2850;UTM  15      - 3,822,985.291   720,726.942   MT  1.00020056   +1 21 48.6
 EH2850
 EH2850_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU2072622985(NAD 83)
 EH2850
 EH2850                          SUPERSEDED SURVEY CONTROL
 EH2850
 EH2850  NAD 83(1995)-  34 31 29.66308(N)    090 35 42.68813(W) AD(       ) 3
 EH2850  NAD 83(1993)-  34 31 29.66286(N)    090 35 42.68780(W) AD(       ) 3
 EH2850  NAD 83(1986)-  34 31 29.67002(N)    090 35 42.68748(W) AD(       ) 3
 EH2850  NAD 27      -  34 31 29.30117(N)    090 35 42.30661(W) AD(       ) 3
 EH2850
 EH2850.Superseded values are not recommended for survey control.
 EH2850
 EH2850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2850.See file dsdata.pdf to determine how the superseded data were derived.
 EH2850
 EH2850_MARKER: 42 = RADIO/TV MAST
 EH2850
 EH2850  HISTORY     - Date     Condition        Report By
 EH2850  HISTORY     - 1980     FIRST OBSERVED   NGS
 EH2850
 EH2850                          STATION DESCRIPTION
 EH2850
 EH2850'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EK1031 ***********************************************************************
 EK1031  DESIGNATION -  HELMPORT
 EK1031  PID         -  EK1031
 EK1031  STATE/COUNTY-  AR/SEVIER
 EK1031  COUNTRY     -  US
 EK1031  USGS QUAD   -  CHAPEL HILL (2017)
 EK1031
 EK1031                         *CURRENT SURVEY CONTROL
 EK1031  ______________________________________________________________________
 EK1031* NAD 83(1997) POSITION- 34 02 47.36245(N) 094 24 04.10406(W)   ADJUSTED
 EK1031* NAD 83(1997) ELLIP HT-    77.970 (meters)        (09/24/01)   ADJUSTED
 EK1031* NAVD 88 ORTHO HEIGHT -   105.8   (meters)      347.    (feet) VERTCON3
 EK1031  ______________________________________________________________________
 EK1031  GEOID HEIGHT    -        -27.938 (meters)                     GEOID18
 EK1031  NAD 83(1997) X  -   -405,982.184 (meters)                     COMP
 EK1031  NAD 83(1997) Y  - -5,274,837.278 (meters)                     COMP
 EK1031  NAD 83(1997) Z  -  3,550,764.188 (meters)                     COMP
 EK1031  LAPLACE CORR    -          1.13  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK1031.GEOID18 height accuracy estimate available here.
 EK1031
 EK1031.Click photographs - Photos may exist for this station.
 EK1031
 EK1031.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EK1031
 EK1031.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK1031
 EK1031.The ellipsoidal height was determined by GPS observations
 EK1031.and is referenced to NAD 83.
 EK1031
 EK1031. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT7067368196(NAD 83)
 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)   77.957  (m)                       GP(       ) 4 1
 EK1031  NAD 83(1993)-  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)  RAPSU86  model used  GPS OBS        
 EK1031
 EK1031.Superseded values are not recommended for survey control.
 EK1031
 EK1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK1031.See file dsdata.pdf to determine how the superseded data were derived.
 EK1031
 EK1031_MARKER: I = METAL ROD
 EK1031_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 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 - February 23, 2008
 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  HISTORY     - 20080223 GOOD             3001
 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
 EK1031
 EK1031                          STATION RECOVERY (2008)
 EK1031
 EK1031'RECOVERY NOTE BY 3001, INC 2008 (JCP)
 EK1031'NEW MEASUREMENTS ARE AS FOLLOWS 84.2' SOUTHEAST OF A RUNWAY
 EK1031'LIGHT.120.6' SOUTH OF THE C/L OF THE RUNWAY AND 54.5' WEST OF THE
 EK1031'CONNECTOR.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EK1032 ***********************************************************************
 EK1032  DESIGNATION -  HELMPORT AZ MK
 EK1032  PID         -  EK1032
 EK1032  STATE/COUNTY-  AR/SEVIER
 EK1032  COUNTRY     -  US
 EK1032  USGS QUAD   -  CHAPEL HILL (2017)
 EK1032
 EK1032                         *CURRENT SURVEY CONTROL
 EK1032  ______________________________________________________________________
 EK1032* NAD 83(1997) POSITION- 34 02 50.65443(N) 094 23 29.43429(W)   ADJUSTED
 EK1032* NAD 83(1997) ELLIP HT-    79.556 (meters)        (09/24/01)   ADJUSTED
 EK1032* NAVD 88 ORTHO HEIGHT -   107.4   (meters)      352.    (feet) VERTCON3
 EK1032  ______________________________________________________________________
 EK1032  GEOID HEIGHT    -        -27.934 (meters)                     GEOID18
 EK1032  NAD 83(1997) X  -   -405,091.315 (meters)                     COMP
 EK1032  NAD 83(1997) Y  - -5,274,850.130 (meters)                     COMP
 EK1032  NAD 83(1997) Z  -  3,550,849.122 (meters)                     COMP
 EK1032  LAPLACE CORR    -          1.13  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK1032.GEOID18 height accuracy estimate available here.
 EK1032
 EK1032.Click photographs - Photos may exist for this station.
 EK1032
 EK1032.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EK1032
 EK1032.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK1032
 EK1032.The ellipsoidal height was determined by GPS observations
 EK1032.and is referenced to NAD 83.
 EK1032
 EK1032. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT7156368285(NAD 83)
 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)   79.544  (m)                       GP(       ) 4 1
 EK1032  NAD 83(1993)-  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)  RAPSU86  model used  GPS OBS        
 EK1032
 EK1032.Superseded values are not recommended for survey control.
 EK1032
 EK1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK1032.See file dsdata.pdf to determine how the superseded data were derived.
 EK1032
 EK1032_MARKER: I = METAL ROD
 EK1032_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 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 - February 23, 2008
 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  HISTORY     - 20080223 GOOD             3001
 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
 EK1032
 EK1032                          STATION RECOVERY (2008)
 EK1032
 EK1032'RECOVERY NOTE BY 3001, INC 2008 (JCP)
 EK1032'NEW MEASUREMENTS ARE AS FOLLOWS 106.0' SOUTHEAST OF A RUNWAY LIGHT.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1963 ***********************************************************************
 EJ1963  DESIGNATION -  HEMP
 EJ1963  PID         -  EJ1963
 EJ1963  STATE/COUNTY-  AR/GARLAND
 EJ1963  COUNTRY     -  US
 EJ1963  USGS QUAD   -  HEMPWALLACE (2017)
 EJ1963
 EJ1963                         *CURRENT SURVEY CONTROL
 EJ1963  ______________________________________________________________________
 EJ1963* NAD 83(1997) POSITION- 34 26 43.48508(N) 093 11 21.25048(W)   ADJUSTED
 EJ1963* NAVD 88 ORTHO HEIGHT -   173.10  (+/-2cm)      567.9   (feet) VERTCON3
 EJ1963  ______________________________________________________________________
 EJ1963  GEOID HEIGHT    -        -27.435 (meters)                     GEOID18
 EJ1963  LAPLACE CORR    -          3.16  (seconds)                    DEFLEC18
 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
 EJ1963.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1963.GEOID18 height accuracy estimate available here.
 EJ1963
 EJ1963.The vertical order pertains to the NGVD 29 superseded value.
 EJ1963
 EJ1963.Click photographs - Photos may exist for this station.
 EJ1963
 EJ1963.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1963
 EJ1963. The following values were computed from the NAD 83(1997) position.
 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     -   0.99997713  x   0.99994412  =   0.99992126
 EJ1963!UTM  15      -   0.99997713  x   0.99960372  =   0.99958086
 EJ1963
 EJ1963:                Primary Azimuth Mark                     Grid Az
 EJ1963:SPC AR S     -  HEMP AZ MK                               273 23 56.5
 EJ1963:UTM  15      -  HEMP AZ MK                               272 50 25.6
 EJ1963
 EJ1963_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU8261611560(NAD 83)
 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             173.09   (m)          567.9    (f) LEVELING    3  
 EJ1963
 EJ1963.Superseded values are not recommended for survey control.
 EJ1963
 EJ1963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1963.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1963
 EJ1963_MARKER: DS = TRIANGULATION STATION DISK
 EJ1963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1963_STAMPING: HEMP 1956
 EJ1963_MARK LOGO: CGS
 EJ1963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1963+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0680 ***********************************************************************
 EJ0680  DESIGNATION -  HEMS
 EJ0680  PID         -  EJ0680
 EJ0680  STATE/COUNTY-  AR/DALLAS
 EJ0680  COUNTRY     -  US
 EJ0680  USGS QUAD   -  BUNN (2017)
 EJ0680
 EJ0680                         *CURRENT SURVEY CONTROL
 EJ0680  ______________________________________________________________________
 EJ0680* NAD 83(1986) POSITION- 34 00 05.23   (N) 092 29 43.14   (W)   HD_HELD1
 EJ0680* NAVD 88 ORTHO HEIGHT -    74.606 (meters)      244.77  (feet) ADJUSTED
 EJ0680  ______________________________________________________________________
 EJ0680  GEOID HEIGHT    -        -26.138 (meters)                     GEOID18
 EJ0680  DYNAMIC HEIGHT  -         74.532 (meters)      244.53  (feet) COMP
 EJ0680  MODELED GRAVITY -    979,634.2   (mgal)                       NAVD 88
 EJ0680
 EJ0680  VERT ORDER      -  SECOND    CLASS 0
 EJ0680
 EJ0680.The horizontal coordinates were determined by differentially corrected
 EJ0680.hand held GPS observations or other comparable positioning techniques
 EJ0680.and have an estimated accuracy of +/- 3 meters.
 EJ0680
 EJ0680.The orthometric height was determined by differential leveling and
 EJ0680.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0680.in June 1991.
 EJ0680
 EJ0680.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0680.GEOID18 height accuracy estimate available here.
 EJ0680
 EJ0680.Click photographs - Photos may exist for this station.
 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     -   548,154.6     354,245.0     MT  (+/- 3 meters HH1 GPS) 
 EJ0680
 EJ0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT4660562431(NAD 83)
 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
 EJ0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0680.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0680
 EJ0680_MARKER: DD = SURVEY DISK
 EJ0680_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0680_STAMPING: HEMS
 EJ0680_MARK LOGO: CGS+SS
 EJ0680_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0680
 EJ0680  HISTORY     - Date     Condition        Report By
 EJ0680  HISTORY     - 1934     MONUMENTED       ARGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1864 ***********************************************************************
 FF1864  DESIGNATION -  HENDERSON
 FF1864  PID         -  FF1864
 FF1864  STATE/COUNTY-  AR/CLEBURNE
 FF1864  COUNTRY     -  US
 FF1864  USGS QUAD   -  PANGBURN (2017)
 FF1864
 FF1864                         *CURRENT SURVEY CONTROL
 FF1864  ______________________________________________________________________
 FF1864* NAD 83(1997) POSITION- 35 28 34.67958(N) 091 48 09.59169(W)   ADJUSTED
 FF1864* NAVD 88 ORTHO HEIGHT -   198.31  (+/-2cm)      650.6   (feet) VERTCON3
 FF1864  ______________________________________________________________________
 FF1864  GEOID HEIGHT    -        -27.363 (meters)                     GEOID18
 FF1864  LAPLACE CORR    -          1.30  (seconds)                    DEFLEC18
 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
 FF1864.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1864.GEOID18 height accuracy estimate available here.
 FF1864
 FF1864.The vertical order pertains to the NGVD 29 superseded value.
 FF1864
 FF1864.Click photographs - Photos may exist for this station.
 FF1864
 FF1864.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1864
 FF1864. The following values were computed from the NAD 83(1997) position.
 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     -   0.99997317  x   0.99993770  =   0.99991087
 FF1864!UTM  15      -   0.99997317  x   0.99974540  =   0.99971858
 FF1864
 FF1864:                Primary Azimuth Mark                     Grid Az
 FF1864:SPC AR N     -  HENDERSON AZ MK                          273 07 51.7
 FF1864:UTM  15      -  HENDERSON AZ MK                          272 33 03.2
 FF1864
 FF1864_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV0862426523(NAD 83)
 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             198.25   (m)          650.4    (f) LEVELING    3  
 FF1864
 FF1864.Superseded values are not recommended for survey control.
 FF1864
 FF1864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1864.See file dsdata.pdf to determine how the superseded data were derived.
 FF1864
 FF1864_MARKER: DS = TRIANGULATION STATION DISK
 FF1864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1864_STAMPING: HENDERSON 1934
 FF1864_MARK LOGO: CGS
 FF1864_PROJECTION: FLUSH
 FF1864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1864+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2633 ***********************************************************************
 EH2633  DESIGNATION -  HENRICO
 EH2633  PID         -  EH2633
 EH2633  STATE/COUNTY-  AR/DESHA
 EH2633  COUNTRY     -  US
 EH2633  USGS QUAD   -  SNOW LAKE (2017)
 EH2633
 EH2633                         *CURRENT SURVEY CONTROL
 EH2633  ______________________________________________________________________
 EH2633* NAD 83(1997) POSITION- 34 00 40.81762(N) 091 01 12.87915(W)   ADJUSTED
 EH2633* NAD 83(1997) ELLIP HT-    28.820 (meters)        (09/14/99)   ADJUSTED
 EH2633* NAVD 88 ORTHO HEIGHT -    55.016 (meters)      180.50  (feet) ADJUSTED
 EH2633  ______________________________________________________________________
 EH2633  GEOID HEIGHT    -        -26.519 (meters)                     GEOID18
 EH2633  NAD 83(1997) X  -    -94,237.963 (meters)                     COMP
 EH2633  NAD 83(1997) Y  - -5,291,739.793 (meters)                     COMP
 EH2633  NAD 83(1997) Z  -  3,547,505.266 (meters)                     COMP
 EH2633  LAPLACE CORR    -         -0.89  (seconds)                    DEFLEC18
 EH2633  DYNAMIC HEIGHT  -         54.961 (meters)      180.32  (feet) COMP
 EH2633  MODELED GRAVITY -    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 and
 EH2633.adjusted by the NATIONAL GEODETIC SURVEY
 EH2633.in June 1991.
 EH2633
 EH2633.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2633.GEOID18 height accuracy estimate available here.
 EH2633
 EH2633.Click photographs - Photos may exist for this station.
 EH2633
 EH2633.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH2633
 EH2633.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2633
 EH2633.The ellipsoidal height was determined by GPS observations
 EH2633.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(1997) position.
 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     -  HENRICO AZ MK                            083 00 41.8
 EH2633:UTM  15      -  HENRICO AZ MK                            082 27 08.2
 EH2633
 EH2633_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT8281565180(NAD 83)
 EH2633
 EH2633|---------------------------------------------------------------------|
 EH2633| PID    Reference Object                     Distance      Geod. Az  |
 EH2633|                                                           dddmmss.s |
 EH2633| EH2811 THORNTON                            APPROX. 7.5 KM 0262913.3 |
 EH2633| CY6205 HENRICO AZ MK                                      0833335.9 |
 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(1993)-  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              55.06   (m)          180.6    (f) LEVELING    3  
 EH2633  NGVD 29              55.15   (m)          180.9    (f) LEVELING    3  
 EH2633  NGVD 29 (11/26/84)   55.060  (m)          180.64   (f) ADJUSTED    1 2
 EH2633
 EH2633.Superseded values are not recommended for survey control.
 EH2633
 EH2633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2633.See file dsdata.pdf to determine how the superseded data were derived.
 EH2633
 EH2633_MARKER: DS = TRIANGULATION STATION DISK
 EH2633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2634 ***********************************************************************
 EH2634  DESIGNATION -  HENRICO RM 1
 EH2634  PID         -  EH2634
 EH2634  STATE/COUNTY-  AR/DESHA
 EH2634  COUNTRY     -  US
 EH2634  USGS QUAD   -  SNOW LAKE (2017)
 EH2634
 EH2634                         *CURRENT SURVEY CONTROL
 EH2634  ______________________________________________________________________
 EH2634* NAD 83(1986) POSITION- 34 00 40.78   (N) 091 01 11.79   (W)   HD_HELD1
 EH2634* NAVD 88 ORTHO HEIGHT -    55.201 (meters)      181.11  (feet) ADJUSTED
 EH2634  ______________________________________________________________________
 EH2634  GEOID HEIGHT    -        -26.520 (meters)                     GEOID18
 EH2634  DYNAMIC HEIGHT  -         55.146 (meters)      180.92  (feet) COMP
 EH2634  MODELED GRAVITY -    979,638.5   (mgal)                       NAVD 88
 EH2634
 EH2634  VERT ORDER      -  FIRST     CLASS II
 EH2634
 EH2634.The horizontal coordinates were determined by differentially corrected
 EH2634.hand held GPS observations or other comparable positioning techniques
 EH2634.and have an estimated accuracy of +/- 3 meters.
 EH2634
 EH2634.The orthometric height was determined by differential leveling and
 EH2634.adjusted by the NATIONAL GEODETIC SURVEY
 EH2634.in June 1991.
 EH2634
 EH2634.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2634.GEOID18 height accuracy estimate available here.
 EH2634
 EH2634.Click photographs - Photos may exist for this station.
 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     -   549,572.5     490,521.7     MT  (+/- 3 meters HH1 GPS) 
 EH2634
 EH2634_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT8284365179(NAD 83)
 EH2634
 EH2634                          SUPERSEDED SURVEY CONTROL
 EH2634
 EH2634  NGVD 29 (11/26/84)   55.245  (m)          181.25   (f) ADJUSTED    1 2
 EH2634
 EH2634.Superseded values are not recommended for survey control.
 EH2634
 EH2634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2634.See file dsdata.pdf to determine how the superseded data were derived.
 EH2634
 EH2634_MARKER: DR = REFERENCE MARK DISK
 EH2634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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) SOUTHERLY ALONG THE TOP OF THE LEVEE FROM THE
 EH2634'CROSSING OF A GRAVEL ROAD IN MELLWOOD, 0.72 KM (0.45 MI) WEST OF BENCH
 EH2634'MARK L 233, 0.56 KM (0.35 MI) SOUTHEAST OF BENCH MARK N 223, AT A
 EH2634'CURVE IN THE LEVEE AND A WIDE SPOT IN THE LEVEE ROAD, LOCATED AT THE
 EH2634'LEVEE ROAD EDGE, 2.75 METERS (9.0 FT) NORTH OF THE APPROXIMATE CENTER
 EH2634'OF THE LEVEE ROAD, AND 28.1 METERS (92.1 FT) EAST OF TRIANGULATION
 EH2634'STATION HENRICO.  IT IS 0.61 METERS NORTH FROM A WITNESS POST AND
 EH2634'ABOUT LEVEL WITH TOP OF LEVEE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ3525 ***********************************************************************
 DQ3525  DESIGNATION -  HENSLEY
 DQ3525  PID         -  DQ3525
 DQ3525  STATE/COUNTY-  AR/VAN BUREN
 DQ3525  COUNTRY     -  US
 DQ3525  USGS QUAD   -  CLINTON (2017)
 DQ3525
 DQ3525                         *CURRENT SURVEY CONTROL
 DQ3525  ______________________________________________________________________
 DQ3525* NAD 83(1986) POSITION- 35 37 07.0    (N) 092 27 37.1    (W)   HD_HELD2
 DQ3525* NAVD 88 ORTHO HEIGHT -   257.419 (meters)      844.55  (feet) ADJUSTED
 DQ3525  ______________________________________________________________________
 DQ3525  GEOID HEIGHT    -        -27.912 (meters)                     GEOID18
 DQ3525  DYNAMIC HEIGHT  -        257.182 (meters)      843.77  (feet) COMP
 DQ3525  MODELED GRAVITY -    979,706.5   (mgal)                       NAVD 88
 DQ3525
 DQ3525  VERT ORDER      -  SECOND    CLASS I
 DQ3525
 DQ3525.The horizontal coordinates were established by autonomous hand held GPS
 DQ3525.observations and have an estimated accuracy of +/- 10 meters.
 DQ3525
 DQ3525.The orthometric height was determined by differential leveling and
 DQ3525.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3525.in January 2017.
 DQ3525
 DQ3525.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3525.GEOID18 height accuracy estimate available here.
 DQ3525
 DQ3525.Click photographs - Photos may exist for this station.
 DQ3525
 DQ3525.The dynamic height is computed by dividing the NAVD 88
 DQ3525.geopotential number by the normal gravity value computed on the
 DQ3525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3525.degrees latitude (g = 980.6199 gals.).
 DQ3525
 DQ3525.The modeled gravity was interpolated from observed gravity values.
 DQ3525
 DQ3525;                    North         East    Units  Estimated Accuracy
 DQ3525;SPC AR N     -   142,688.      358,301.      MT  (+/- 10 meters HH2 GPS)
 DQ3525
 DQ3525_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV4887441782(NAD 83)
 DQ3525
 DQ3525                          SUPERSEDED SURVEY CONTROL
 DQ3525
 DQ3525.No superseded survey control is available for this station.
 DQ3525
 DQ3525_MARKER: DH = HORIZONTAL CONTROL DISK
 DQ3525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3525_STAMPING: HENSLEY 2015
 DQ3525_MARK LOGO: ARHD
 DQ3525_PROJECTION: FLUSH
 DQ3525_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DQ3525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3525+STABILITY: SURFACE MOTION
 DQ3525_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3525+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2015
 DQ3525
 DQ3525  HISTORY     - Date     Condition        Report By
 DQ3525  HISTORY     - 20151020 MONUMENTED       ARHD
 DQ3525
 DQ3525                          STATION DESCRIPTION
 DQ3525
 DQ3525'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 DQ3525'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) SOUTH-SOUTHWEST OF OLD
 DQ3525'LEXINGTON, 6.4 MI (10.3 KM) SOUTH-SOUTHEAST OF BOTKINBURG AND 1.9 MI
 DQ3525'(3.1 KM) NORTH OF CLINTON.  OWNERSHIP--DON HENSLEY.
 DQ3525'
 DQ3525'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 16
 DQ3525'EAST, GO NORTH ON HIGHWAY 65 FOR 1 MI (1.6 KM) TO COUNTY ROAD DREW
 DQ3525'DRIVE TURN LEFT AND GO WEST FOR 0.1 MI (0.2 KM) TO THE STATION ON THE
 DQ3525'RIGHT.
 DQ3525'
 DQ3525'IT IS 25 FT (7.6 M) NORTH OF DREW DRIVE, 10 FT (3.0 M) EAST OF A WATER
 DQ3525'METER, 6 FT (1.8 M) SOUTH OF A COMBINATION POLE AND 3 FT (0.9 M)
 DQ3525'NORTHEAST OF A FENCE CORNER.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH2103 ***********************************************************************
 EH2103  DESIGNATION -  HEO RESET
 EH2103  PID         -  EH2103
 EH2103  STATE/COUNTY-  AR/LONOKE
 EH2103  COUNTRY     -  US
 EH2103  USGS QUAD   -  LONOKE (2017)
 EH2103
 EH2103                         *CURRENT SURVEY CONTROL
 EH2103  ______________________________________________________________________
 EH2103* NAD 83(1986) POSITION- 34 45 50.     (N) 091 54 55.     (W)   SCALED
 EH2103* NAVD 88 ORTHO HEIGHT -    74.150 (meters)      243.27  (feet) ADJUSTED
 EH2103  ______________________________________________________________________
 EH2103  GEOID HEIGHT    -        -26.748 (meters)                     GEOID18
 EH2103  DYNAMIC HEIGHT  -         74.081 (meters)      243.05  (feet) COMP
 EH2103  MODELED GRAVITY -    979,703.8   (mgal)                       NAVD 88
 EH2103
 EH2103  VERT ORDER      -  FIRST     CLASS II
 EH2103
 EH2103.The horizontal coordinates were scaled from a map and have
 EH2103.an estimated accuracy of +/- 6 seconds.
 EH2103
 EH2103.The orthometric height was determined by differential leveling and
 EH2103.adjusted by the NATIONAL GEODETIC SURVEY
 EH2103.in June 1991.
 EH2103
 EH2103.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2103.GEOID18 height accuracy estimate available here.
 EH2103
 EH2103.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU992473(NAD 83)
 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
 EH2103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2103.See file dsdata.pdf to determine how the superseded data were derived.
 EH2103
 EH2103_MARKER: DD = SURVEY DISK
 EH2103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2103_STAMPING: HEO RESET 1952
 EH2103_MARK LOGO: CGS+SS
 EH2103_PROJECTION: FLUSH
 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       CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 DL0060 ***********************************************************************
 DL0060  DESIGNATION -  HERS
 DL0060  PID         -  DL0060
 DL0060  STATE/COUNTY-  AR/DALLAS
 DL0060  COUNTRY     -  US
 DL0060  USGS QUAD   -  IVAN (2017)
 DL0060
 DL0060                         *CURRENT SURVEY CONTROL
 DL0060  ______________________________________________________________________
 DL0060* NAD 83(1986) POSITION- 33 56 26.     (N) 092 26 54.     (W)   SCALED
 DL0060* NAVD 88 ORTHO HEIGHT -    68.125 (meters)      223.51  (feet) ADJUSTED
 DL0060  ______________________________________________________________________
 DL0060  GEOID HEIGHT    -        -26.103 (meters)                     GEOID18
 DL0060  DYNAMIC HEIGHT  -         68.056 (meters)      223.28  (feet) COMP
 DL0060  MODELED GRAVITY -    979,627.7   (mgal)                       NAVD 88
 DL0060
 DL0060  VERT ORDER      -  SECOND    CLASS 0
 DL0060
 DL0060.The horizontal coordinates were scaled from a map and have
 DL0060.an estimated accuracy of +/- 6 seconds.
 DL0060
 DL0060.The orthometric height was determined by differential leveling and
 DL0060.adjusted by the NATIONAL GEODETIC SURVEY
 DL0060.in June 1991.
 DL0060
 DL0060.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0060.GEOID18 height accuracy estimate available here.
 DL0060
 DL0060.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT509557(NAD 83)
 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
 DL0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0060.See file dsdata.pdf to determine how the superseded data were derived.
 DL0060
 DL0060_MARKER: DD = SURVEY DISK
 DL0060_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DL0060_STAMPING: HERS
 DL0060_MARK LOGO: CGS+SS
 DL0060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0060
 DL0060  HISTORY     - Date     Condition        Report By
 DL0060  HISTORY     - 1934     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 = MARCH 20, 2026 22:17:28 EDT
 FF1345 ***********************************************************************
 FF1345  DESIGNATION -  HERYMAN
 FF1345  PID         -  FF1345
 FF1345  STATE/COUNTY-  AR/WHITE
 FF1345  COUNTRY     -  US
 FF1345  USGS QUAD   -  VELVET RIDGE (2017)
 FF1345
 FF1345                         *CURRENT SURVEY CONTROL
 FF1345  ______________________________________________________________________
 FF1345* NAD 83(1997) POSITION- 35 24 13.21220(N) 091 33 40.84606(W)   ADJUSTED
 FF1345* NAVD 88 ORTHO HEIGHT -   215.149 (meters)      705.87  (feet) ADJUSTED
 FF1345  ______________________________________________________________________
 FF1345  GEOID HEIGHT    -        -27.247 (meters)                     GEOID18
 FF1345  LAPLACE CORR    -          0.17  (seconds)                    DEFLEC18
 FF1345  DYNAMIC HEIGHT  -        214.956 (meters)      705.23  (feet) COMP
 FF1345  MODELED GRAVITY -    979,727.6   (mgal)                       NAVD 88
 FF1345
 FF1345  HORZ ORDER      -  FIRST
 FF1345  VERT ORDER      -  SECOND    CLASS I
 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 and
 FF1345.adjusted by the NATIONAL GEODETIC SURVEY
 FF1345.in June 1991.
 FF1345
 FF1345.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1345.GEOID18 height accuracy estimate available here.
 FF1345
 FF1345.Click photographs - Photos may exist for this station.
 FF1345
 FF1345.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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     -   0.99997051  x   0.99994087  =   0.99991138
 FF1345!UTM  15      -   0.99997051  x   0.99981031  =   0.99978082
 FF1345
 FF1345:                Primary Azimuth Mark                     Grid Az
 FF1345:SPC AR N     -  HERYMAN AZ MK                            128 42 15.3
 FF1345:UTM  15      -  HERYMAN AZ MK                            128 07 33.3
 FF1345
 FF1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV3063618760(NAD 83)
 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             215.09   (m)          705.7    (f) LEVELING    3  
 FF1345  NGVD 29 (11/26/84)  215.093  (m)          705.68   (f) ADJUSTED    2 0
 FF1345
 FF1345.Superseded values are not recommended for survey control.
 FF1345
 FF1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1345.See file dsdata.pdf to determine how the superseded data were derived.
 FF1345
 FF1345_MARKER: DS = TRIANGULATION STATION DISK
 FF1345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1345_STAMPING: HERYMAN 1934
 FF1345_MARK LOGO: CGS
 FF1345_PROJECTION: PROJECTING 30 CENTIMETERS
 FF1345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1345+STABILITY: SURFACE MOTION
 FF1345_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1345+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2014
 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  HISTORY     - 20140826 POOR             ARHD
 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.
 FF1345
 FF1345                          STATION RECOVERY (2014)
 FF1345
 FF1345'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (JDH)
 FF1345'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) NORTH OF BALD KNOB, 6.1
 FF1345'MI (9.8 KM) WEST-SOUTHWEST OF BRADFORD AND 1.1 MI (1.8 KM) SOUTHEAST
 FF1345'OF VELVET RIDGE.  OWNERSHIP-KENNETH JOHNSON.
 FF1345'
 FF1345'TO REACH FROM THE INTERSECTION OF US I-67 AND US HIGHWAY 167, GO NORTH
 FF1345'ON HIGHWAY 167 FOR 5.6 MI (9.0 KM) THEN TURN RIGHT ON COUNTY ROAD
 FF1345'GLAZE MASON ROAD AND GO FOR 0.15 MI (0.2 KM) THEN TURN LEFT ON COUNTY
 FF1345'ROAD HONEY HOLLER ROAD AND GO FOR 0.4 MI (0.6 KM) THEN TURN LEFT ON A
 FF1345'FIELD ROAD AND GO FOR 0.1 MI (0.2 KM) TO THE STATION ON THE LEFT.
 FF1345'
 FF1345'IT IS 0.1 MI (0.2 KM) WEST OF VELVET RIDGE TWIN WATER TOWERS, 150 FT
 FF1345'(45.7 M) SOUTH OF HERYMAN RM2, 148 FT (45.1 M) SOUTH OF A BARB WIRE
 FF1345'FENCE AND 137 FT (41.8 M) NORTHEAST OF HERYMAN REFERENCE MARK 1.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1344 ***********************************************************************
 FF1344  DESIGNATION -  HERYMAN RM 1
 FF1344  PID         -  FF1344
 FF1344  STATE/COUNTY-  AR/WHITE
 FF1344  COUNTRY     -  US
 FF1344  USGS QUAD   -  VELVET RIDGE (2017)
 FF1344
 FF1344                         *CURRENT SURVEY CONTROL
 FF1344  ______________________________________________________________________
 FF1344* NAD 83(1986) POSITION- 35 24 12.69   (N) 091 33 42.37   (W)   HD_HELD1
 FF1344* NAVD 88 ORTHO HEIGHT -   214.806 (meters)      704.74  (feet) ADJUSTED
 FF1344  ______________________________________________________________________
 FF1344  GEOID HEIGHT    -        -27.247 (meters)                     GEOID18
 FF1344  DYNAMIC HEIGHT  -        214.612 (meters)      704.11  (feet) COMP
 FF1344  MODELED GRAVITY -    979,727.7   (mgal)                       NAVD 88
 FF1344
 FF1344  VERT ORDER      -  SECOND    CLASS I
 FF1344
 FF1344.The horizontal coordinates were determined by differentially corrected
 FF1344.hand held GPS observations or other comparable positioning techniques
 FF1344.and have an estimated accuracy of +/- 3 meters.
 FF1344
 FF1344.The orthometric height was determined by differential leveling and
 FF1344.adjusted by the NATIONAL GEODETIC SURVEY
 FF1344.in October 2015.
 FF1344
 FF1344.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1344.GEOID18 height accuracy estimate available here.
 FF1344
 FF1344.Click photographs - Photos may exist for this station.
 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     -   118,817.0     439,805.4     MT  (+/- 3 meters HH1 GPS) 
 FF1344
 FF1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV3059718743(NAD 83)
 FF1344
 FF1344                          SUPERSEDED SURVEY CONTROL
 FF1344
 FF1344  NAVD 88 (06/15/91)  214.799  (m)          704.72   (f) SUPERSEDED  2 0
 FF1344  NGVD 29 (11/26/84)  214.743  (m)          704.54   (f) ADJUSTED    2 0
 FF1344
 FF1344.Superseded values are not recommended for survey control.
 FF1344
 FF1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1344.See file dsdata.pdf to determine how the superseded data were derived.
 FF1344
 FF1344_MARKER: DR = REFERENCE MARK DISK
 FF1344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1344_STAMPING: HERYMAN NO 1 1934
 FF1344_MARK LOGO: CGS
 FF1344_PROJECTION: PROJECTING 30 CENTIMETERS
 FF1344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1344+STABILITY: SURFACE MOTION
 FF1344_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1344+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2014
 FF1344
 FF1344  HISTORY     - Date     Condition        Report By
 FF1344  HISTORY     - 1934     MONUMENTED       CGS
 FF1344  HISTORY     - 1962     GOOD             CGS
 FF1344  HISTORY     - 1967     GOOD             USGS
 FF1344  HISTORY     - 20140918 GOOD             ARHD
 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.
 FF1344
 FF1344                          STATION RECOVERY (2014)
 FF1344
 FF1344'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (JDH)
 FF1344'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) NORTH OF BALD KNOB, 6.1
 FF1344'MI (9.8 KM) WEST-SOUTHWEST OF BRADFORD AND 1.1 MI (1.8 KM) SOUTHEAST
 FF1344'OF VELVET RIDGE.  OWNERSHIP--KENNETH JOHNSON.
 FF1344'
 FF1344'TO REACH FROM THE INTERSECTION OF US I-67 AND US HIGHWAY 167, GO NORTH
 FF1344'ON HIGHWAY 167 FOR 5.6 MI (9.0 KM) THEN TURN RIGHT ON COUNTY ROAD
 FF1344'GLAZE MASON ROAD AND GO FOR 0.15 MI (0.2 KM) TURN LEFT ON COUNTY ROAD
 FF1344'HONEY HOLLER ROAD AND GO FOR 0.4 MI (0.6 KM) TURN LEFT ON A FIELD ROAD
 FF1344'AND GO FOR 0.12 MI (0.2 KM) TO THE STATION ON THE LEFT.
 FF1344'
 FF1344'IT IS 0.12 MI (0.2 KM) WEST OF VELVET RIDGE TWIN WATER TOWERS, 212 FT
 FF1344'(64.6 M) EAST OF A METAL GATE, 195 FT (59.4 M) SOUTH OF THE EDGE OF A
 FF1344'POND, 171 FT (52.1 M) SOUTHEAST OF A FENCE CORNER AND 137 FT (41.8 M)
 FF1344'SOUTHWEST OF HERYMAN.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1346 ***********************************************************************
 FF1346  DESIGNATION -  HERYMAN RM 2
 FF1346  PID         -  FF1346
 FF1346  STATE/COUNTY-  AR/WHITE
 FF1346  COUNTRY     -  US
 FF1346  USGS QUAD   -  VELVET RIDGE (2017)
 FF1346
 FF1346                         *CURRENT SURVEY CONTROL
 FF1346  ______________________________________________________________________
 FF1346* NAD 83(1986) POSITION- 35 24 14.66   (N) 091 33 41.25   (W)   HD_HELD1
 FF1346* NAVD 88 ORTHO HEIGHT -   214.786 (meters)      704.68  (feet) ADJUSTED
 FF1346  ______________________________________________________________________
 FF1346  GEOID HEIGHT    -        -27.247 (meters)                     GEOID18
 FF1346  DYNAMIC HEIGHT  -        214.592 (meters)      704.04  (feet) COMP
 FF1346  MODELED GRAVITY -    979,727.6   (mgal)                       NAVD 88
 FF1346
 FF1346  VERT ORDER      -  SECOND    CLASS I
 FF1346
 FF1346.The horizontal coordinates were determined by differentially corrected
 FF1346.hand held GPS observations or other comparable positioning techniques
 FF1346.and have an estimated accuracy of +/- 3 meters.
 FF1346
 FF1346.The orthometric height was determined by differential leveling and
 FF1346.adjusted by the NATIONAL GEODETIC SURVEY
 FF1346.in October 2015.
 FF1346
 FF1346.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1346.GEOID18 height accuracy estimate available here.
 FF1346
 FF1346.Click photographs - Photos may exist for this station.
 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     -   118,877.8     439,833.4     MT  (+/- 3 meters HH1 GPS) 
 FF1346
 FF1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV3062518804(NAD 83)
 FF1346
 FF1346                          SUPERSEDED SURVEY CONTROL
 FF1346
 FF1346  NAVD 88 (06/15/91)  214.764  (m)          704.60   (f) SUPERSEDED  2 0
 FF1346  NGVD 29 (11/26/84)  214.707  (m)          704.42   (f) ADJUSTED    2 0
 FF1346
 FF1346.Superseded values are not recommended for survey control.
 FF1346
 FF1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1346.See file dsdata.pdf to determine how the superseded data were derived.
 FF1346
 FF1346_MARKER: DR = REFERENCE MARK DISK
 FF1346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1346_STAMPING: HERYMAN NO 2 1934
 FF1346_MARK LOGO: CGS
 FF1346_PROJECTION: PROJECTING 30 CENTIMETERS
 FF1346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1346+STABILITY: SURFACE MOTION
 FF1346_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF1346+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2014
 FF1346
 FF1346  HISTORY     - Date     Condition        Report By
 FF1346  HISTORY     - 1934     MONUMENTED       CGS
 FF1346  HISTORY     - 1962     GOOD             CGS
 FF1346  HISTORY     - 1967     GOOD             USGS
 FF1346  HISTORY     - 20140922 GOOD             ARHD
 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.
 FF1346
 FF1346                          STATION RECOVERY (2014)
 FF1346
 FF1346'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (JDH)
 FF1346'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) NORTH OF BALD KNOB, 6.1
 FF1346'MI (9.8 KM) WEST-SOUTHWEST OF BRADFORD AND 1.0 MI (1.6 KM) SOUTHEAST
 FF1346'OF VELVET RIDGE.  OWNERSHIP--KENNETH JOHNSON.
 FF1346'
 FF1346'TO REACH FROM THE INTERSECTION OF US I-67 AND US HIGHWAY 167, GO NORTH
 FF1346'ON HIGHWAY 167 FOR 5.6 MI (9.0 KM) THEN TURN RIGHT ON COUNTY ROAD
 FF1346'GLAZE MASON ROAD AND GO FOR 0.15 MI (0.2 KM) TURN LEFT ON COUNTY ROAD
 FF1346'HONEY HOLLER ROAD AND GO FOR 0.4 MI (0.6 KM) TURN LEFT ON A FIELD ROAD
 FF1346'AND GO FOR 0.1 MI (0.2 KM) TO THE STATION ON THE RIGHT.
 FF1346'
 FF1346'IT IS 0.1 MI (0.2 KM) WEST OF VELVET RIDGE TWIN WATER TOWERS, 150 FT
 FF1346'(45.7 M) NORTH OF HERYMAN, 24 FT (7.3 M) SOUTH OF A POND AND 3 FT (0.9
 FF1346'M) NORTH OF A BARB WIRE FENCE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0190 ***********************************************************************
 FF0190  DESIGNATION -  HETH
 FF0190  PID         -  FF0190
 FF0190  STATE/COUNTY-  AR/ST FRANCIS
 FF0190  COUNTRY     -  US
 FF0190  USGS QUAD   -  CHATFIELD (2017)
 FF0190
 FF0190                         *CURRENT SURVEY CONTROL
 FF0190  ______________________________________________________________________
 FF0190* NAD 83(1997) POSITION- 35 04 41.41401(N) 090 29 44.59147(W)   ADJUSTED
 FF0190* NAVD 88 ORTHO HEIGHT -    61.199 (meters)      200.78  (feet) ADJUSTED
 FF0190  ______________________________________________________________________
 FF0190  GEOID HEIGHT    -        -27.076 (meters)                     GEOID18
 FF0190  LAPLACE CORR    -         -0.91  (seconds)                    DEFLEC18
 FF0190  DYNAMIC HEIGHT  -         61.144 (meters)      200.60  (feet) COMP
 FF0190  MODELED GRAVITY -    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 and
 FF0190.adjusted by the NATIONAL GEODETIC SURVEY
 FF0190.in June 1991.
 FF0190
 FF0190.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0190.GEOID18 height accuracy estimate available here.
 FF0190
 FF0190.Click photographs - Photos may exist for this station.
 FF0190
 FF0190.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999464  x   0.99997468  =   0.99996932
 FF0190!UTM  15      -   0.99999464  x   1.00024255  =   1.00023719
 FF0190
 FF0190:                Primary Azimuth Mark                     Grid Az
 FF0190:SPC AR N     -  BROWNS 2                                 080 26 09.8
 FF0190:UTM  15      -  BROWNS 2                                 079 52 17.7
 FF0190
 FF0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU2832784580(NAD 83)
 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(1995)-  35 04 41.41630(N)    090 29 44.59064(W) AD(       ) 2
 FF0190  NAD 83(1993)-  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              61.18   (m)          200.7    (f) LEVELING    3  
 FF0190  NGVD 29 (11/26/84)   61.179  (m)          200.72   (f) ADJUSTED    1 2
 FF0190
 FF0190.Superseded values are not recommended for survey control.
 FF0190
 FF0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0190.See file dsdata.pdf to determine how the superseded data were derived.
 FF0190
 FF0190_MARKER: DS = TRIANGULATION STATION DISK
 FF0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0190_STAMPING: HETH 1954
 FF0190_MARK LOGO: CGS
 FF0190_PROJECTION: RECESSED 41 CENTIMETERS
 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     - 19590811 GOOD             CGS
 FF0190  HISTORY     - 1975     GOOD             NGS
 FF0190  HISTORY     - 20020425 MARK NOT FOUND   USACE
 FF0190  HISTORY     - 20100622 MARK NOT FOUND   ARHD
 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, 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.
 FF0190
 FF0190                          STATION RECOVERY (2010)
 FF0190
 FF0190'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2010 (NVL)
 FF0190'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0191 ***********************************************************************
 FF0191  DESIGNATION -  HETH RM 1
 FF0191  PID         -  FF0191
 FF0191  STATE/COUNTY-  AR/ST FRANCIS
 FF0191  COUNTRY     -  US
 FF0191  USGS QUAD   -  CHATFIELD (2017)
 FF0191
 FF0191                         *CURRENT SURVEY CONTROL
 FF0191  ______________________________________________________________________
 FF0191* NAD 83(1986) POSITION- 35 04 40.59   (N) 090 29 43.53   (W)   HD_HELD1
 FF0191* NAVD 88 ORTHO HEIGHT -    61.643 (meters)      202.24  (feet) ADJUSTED
 FF0191  ______________________________________________________________________
 FF0191  GEOID HEIGHT    -        -27.076 (meters)                     GEOID18
 FF0191  DYNAMIC HEIGHT  -         61.587 (meters)      202.06  (feet) COMP
 FF0191  MODELED GRAVITY -    979,735.1   (mgal)                       NAVD 88
 FF0191
 FF0191  VERT ORDER      -  FIRST     CLASS II
 FF0191
 FF0191.The horizontal coordinates were determined by differentially corrected
 FF0191.hand held GPS observations or other comparable positioning techniques
 FF0191.and have an estimated accuracy of +/- 3 meters.
 FF0191
 FF0191.The orthometric height was determined by differential leveling and
 FF0191.adjusted by the NATIONAL GEODETIC SURVEY
 FF0191.in June 1991.
 FF0191
 FF0191.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0191.GEOID18 height accuracy estimate available here.
 FF0191
 FF0191.Click photographs - Photos may exist for this station.
 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     -    83,656.5     537,210.7     MT  (+/- 3 meters HH1 GPS) 
 FF0191
 FF0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU2835484555(NAD 83)
 FF0191
 FF0191                          SUPERSEDED SURVEY CONTROL
 FF0191
 FF0191  NGVD 29 (11/26/84)   61.622  (m)          202.17   (f) ADJUSTED    1 2
 FF0191
 FF0191.Superseded values are not recommended for survey control.
 FF0191
 FF0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0191.See file dsdata.pdf to determine how the superseded data were derived.
 FF0191
 FF0191_MARKER: DR = REFERENCE MARK DISK
 FF0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0191_STAMPING: HETH NO 1 1954
 FF0191_MARK LOGO: CGS
 FF0191_PROJECTION: PROJECTING 13 CENTIMETERS
 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, 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 = MARCH 20, 2026 22:17:28 EDT
 DL0057 ***********************************************************************
 DL0057  DESIGNATION -  HEYS
 DL0057  PID         -  DL0057
 DL0057  STATE/COUNTY-  AR/DALLAS
 DL0057  COUNTRY     -  US
 DL0057  USGS QUAD   -  IVAN (2017)
 DL0057
 DL0057                         *CURRENT SURVEY CONTROL
 DL0057  ______________________________________________________________________
 DL0057* NAD 83(1986) POSITION- 33 53 11.6    (N) 092 25 14.5    (W)   HD_HELD2
 DL0057* NAVD 88 ORTHO HEIGHT -    69.818 (meters)      229.06  (feet) ADJUSTED
 DL0057  ______________________________________________________________________
 DL0057  GEOID HEIGHT    -        -26.082 (meters)                     GEOID18
 DL0057  DYNAMIC HEIGHT  -         69.748 (meters)      228.83  (feet) COMP
 DL0057  MODELED GRAVITY -    979,625.8   (mgal)                       NAVD 88
 DL0057
 DL0057  VERT ORDER      -  SECOND    CLASS 0
 DL0057
 DL0057.The horizontal coordinates were established by autonomous hand held GPS
 DL0057.observations and have an estimated accuracy of +/- 10 meters.
 DL0057
 DL0057.The orthometric height was determined by differential leveling and
 DL0057.adjusted by the NATIONAL GEODETIC SURVEY
 DL0057.in June 1991.
 DL0057
 DL0057.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0057.GEOID18 height accuracy estimate available here.
 DL0057
 DL0057.Click photographs - Photos may exist for this station.
 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     -   535,380.      361,086.      MT  (+/- 10 meters HH2 GPS)
 DL0057
 DL0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT5356849728(NAD 83)
 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
 DL0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0057.See file dsdata.pdf to determine how the superseded data were derived.
 DL0057
 DL0057_MARKER: DD = SURVEY DISK
 DL0057_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DL0057_STAMPING: HEYS
 DL0057_MARK LOGO: CGS+SS
 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     - 1934     MONUMENTED       ARGS
 DL0057  HISTORY     - 1935     GOOD             CGS
 DL0057  HISTORY     - 1964     GOOD             CGS
 DL0057  HISTORY     - 20060413 GOOD             ARHD
 DL0057
 DL0057                          STATION DESCRIPTION
 DL0057
 DL0057'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1964
 DL0057'RECOVERED IN GOOD CONDITION.
 DL0057
 DL0057                          STATION RECOVERY (2006)
 DL0057
 DL0057'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2006 (MSK)
 DL0057'MARK RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0792 ***********************************************************************
 GF0792  DESIGNATION -  HIBDON
 GF0792  PID         -  GF0792
 GF0792  STATE/COUNTY-  AR/BOONE
 GF0792  COUNTRY     -  US
 GF0792  USGS QUAD   -  BERGMAN (2017)
 GF0792
 GF0792                         *CURRENT SURVEY CONTROL
 GF0792  ______________________________________________________________________
 GF0792* NAD 83(1997) POSITION- 36 17 17.63940(N) 093 04 15.33026(W)   ADJUSTED
 GF0792* NAVD 88 ORTHO HEIGHT -   431.    (meters)     1414.    (feet) SCALED
 GF0792  ______________________________________________________________________
 GF0792  GEOID HEIGHT    -        -28.320 (meters)                     GEOID18
 GF0792  LAPLACE CORR    -         -0.51  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0792.GEOID18 height accuracy estimate available here.
 GF0792
 GF0792.Click photographs - Photos may exist for this station.
 GF0792
 GF0792.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0792
 GF0792. The following values were computed from the NAD 83(1997) position.
 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     -  HARRISON MUN AIRPORT BEACON              250 36 28.1
 GF0792:UTM  15      -  HARRISON MUN AIRPORT BEACON              250 01 35.8
 GF0792
 GF0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA9363115920(NAD 83)
 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
 GF0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0792.See file dsdata.pdf to determine how the superseded data were derived.
 GF0792
 GF0792_MARKER: DS = TRIANGULATION STATION DISK
 GF0792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0792_STAMPING: HIBDON 1954
 GF0792_MARK LOGO: CGS
 GF0792_PROJECTION: FLUSH
 GF0792_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GF0792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0792+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FE2618 ***********************************************************************
 FE2618  DESIGNATION -  HICKMAN
 FE2618  PID         -  FE2618
 FE2618  STATE/COUNTY-  AR/MISSISSIPPI
 FE2618  COUNTRY     -  US
 FE2618  USGS QUAD   -  CHIC (2019)
 FE2618
 FE2618                         *CURRENT SURVEY CONTROL
 FE2618  ______________________________________________________________________
 FE2618* NAD 83(1997) POSITION- 35 56 14.77384(N) 089 41 29.99058(W)   ADJUSTED
 FE2618* NAVD 88 ORTHO HEIGHT -    85.6   (meters)      281.    (feet) VERTCON3
 FE2618  ______________________________________________________________________
 FE2618  GEOID HEIGHT    -        -28.088 (meters)                     GEOID18
 FE2618  LAPLACE CORR    -          0.01  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE2618.GEOID18 height accuracy estimate available here.
 FE2618
 FE2618.Click photographs - Photos may exist for this station.
 FE2618
 FE2618.The Laplace correction was computed from DEFLEC18 derived deflections.
 FE2618
 FE2618. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999098  x   0.99995488  =   0.99994586
 FE2618!UTM  16      -   0.99999098  x   1.00032654  =   1.00031751
 FE2618
 FE2618:                Primary Azimuth Mark                     Grid Az
 FE2618:SPC AR N     -  HICKMAN AZ MK                            208 55 27.0
 FE2618:UTM  16      -  HICKMAN AZ MK                            211 50 52.5
 FE2618
 FE2618_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5718780358(NAD 83)
 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(1995)-  35 56 14.77441(N)    089 41 29.99062(W) AD(       ) 1
 FE2618  NAD 83(1990)-  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
 FE2618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2618.See file dsdata.pdf to determine how the superseded data were derived.
 FE2618
 FE2618_MARKER: DH = HORIZONTAL CONTROL DISK
 FE2618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2618_STAMPING: HICKMAN 1977
 FE2618_MARK LOGO: NGS
 FE2618_PROJECTION: FLUSH
 FE2618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2618+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FE2620 ***********************************************************************
 FE2620  DESIGNATION -  HICKMAN AZ MK
 FE2620  PID         -  FE2620
 FE2620  STATE/COUNTY-  AR/MISSISSIPPI
 FE2620  COUNTRY     -  US
 FE2620  USGS QUAD   -  CHIC (2019)
 FE2620
 FE2620                         *CURRENT SURVEY CONTROL
 FE2620  ______________________________________________________________________
 FE2620* NAD 83(1997) POSITION- 35 55 38.51337(N) 089 41 56.00773(W)   ADJUSTED
 FE2620* NAVD 88 ORTHO HEIGHT -    84.8   (meters)      278.    (feet) VERTCON3
 FE2620  ______________________________________________________________________
 FE2620  GEOID HEIGHT    -        -28.066 (meters)                     GEOID18
 FE2620  LAPLACE CORR    -          0.08  (seconds)                    DEFLEC18
 FE2620  HORZ ORDER      -  SECOND
 FE2620
 FE2620.The horizontal coordinates were established by classical geodetic methods
 FE2620.and adjusted by the National Geodetic Survey in September 1999.
 FE2620
 FE2620.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2620.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2620
 FE2620.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE2620.GEOID18 height accuracy estimate available here.
 FE2620
 FE2620.Click photographs - Photos may exist for this station.
 FE2620
 FE2620.The Laplace correction was computed from DEFLEC18 derived deflections.
 FE2620
 FE2620. The following values were computed from the NAD 83(1997) position.
 FE2620
 FE2620;                    North         East     Units Scale Factor Converg.
 FE2620;SPC AR N     -   179,272.827   607,638.068   MT  0.99995381   +1 20 20.4
 FE2620;SPC AR N     -   588,164.27  1,993,559.23   sFT  0.99995381   +1 20 20.4
 FE2620;UTM  16      - 3,979,258.643   256,504.224   MT  1.00033064   -1 35 03.8
 FE2620
 FE2620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2620!SPC AR N     -   0.99999110  x   0.99995381  =   0.99994491
 FE2620!UTM  16      -   0.99999110  x   1.00033064  =   1.00032174
 FE2620
 FE2620_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5650479258(NAD 83)
 FE2620
 FE2620                          SUPERSEDED SURVEY CONTROL
 FE2620
 FE2620  NAD 83(1995)-  35 55 38.51395(N)    089 41 56.00779(W) AD(       ) 2
 FE2620  NAD 83(1990)-  35 55 38.51525(N)    089 41 56.00751(W) AD(       ) 2
 FE2620  NAD 83(1986)-  35 55 38.52504(N)    089 41 56.00805(W) AD(       ) 2
 FE2620  NAD 27      -  35 55 38.24996(N)    089 41 55.72175(W) AD(       ) 2
 FE2620  NGVD 29 (07/19/86)   84.7    (m)          278.     (f) VERT ANG       
 FE2620
 FE2620.Superseded values are not recommended for survey control.
 FE2620
 FE2620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2620.See file dsdata.pdf to determine how the superseded data were derived.
 FE2620
 FE2620_MARKER: DZ = AZIMUTH MARK DISK
 FE2620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2620_STAMPING: HICKMAN 1977
 FE2620_MARK LOGO: NGS
 FE2620_PROJECTION: FLUSH
 FE2620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2620+STABILITY: SURFACE MOTION
 FE2620
 FE2620  HISTORY     - Date     Condition        Report By
 FE2620  HISTORY     - 1977     MONUMENTED       NGS
 FE2620
 FE2620                          STATION DESCRIPTION
 FE2620
 FE2620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 FE2620'THE MARK IS LOCATED ABOUT 13.8 MI (22.2 KM) NORTHEAST OF ROSA, 12.3 MI
 FE2620'(19.8 KM) EAST OF BLYTHEVILLE AND 5.6 MI (9.0 KM) EAST OF ARMOREL.
 FE2620'
 FE2620'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 55 AND STATE HIGHWAY
 FE2620'18 AT THE EAST EDGE OF BLYTHEVILLE, GO EAST ON HIGHWAY 18 FOR 4.4 MI
 FE2620'(7.1 KM) TO A T-ROAD JUNCTION IN THE COMMUNITY OF ARMOREL.  TURN LEFT
 FE2620'AND GO NORTH AND EAST ON HIGH- WAY 18 FOR 5.1 MI (8.2 KM) TO A
 FE2620'CROSSROAD IN THE SMALL SETTLEMENT OF HICKMAN.  CONTINUE EAST ON A
 FE2620'GRAVELED ROAD FOR 2.15 MI (3.46 KM) TO THE TOP OF THE LEVEE.  TURN
 FE2620'RIGHT AND GO SOUTHERLY ALONG THE TOP OF THE LEVEE FOR 0.55 MI
 FE2620'(0.88 KM) TO A DIRT CROSSROAD.  CONTINUE SOUTH ALONG THE TOP OF THE
 FE2620'LEVEE FOR 0.9 MI (1.4 KM) TO THE MARK ON THE RIGHT.
 FE2620'
 FE2620'IT IS SET IN THE TOP OF A 12-INCH (30 CM) CYLINDRICAL CONCRETE
 FE2620'MONUMENT THAT IS FLUSH WITH THE GROUND, 13 FT (4.0 M) WEST OF THE
 FE2620'CENTER OF THE LEVEE ROAD AND 1.7 FT (0.5 M) NORTHEAST OF A WITNESS
 FE2620'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FE2619 ***********************************************************************
 FE2619  DESIGNATION -  HICKMAN RM 1
 FE2619  PID         -  FE2619
 FE2619  STATE/COUNTY-  AR/MISSISSIPPI
 FE2619  COUNTRY     -  US
 FE2619  USGS QUAD   -  CHIC (2019)
 FE2619
 FE2619                         *CURRENT SURVEY CONTROL
 FE2619  ______________________________________________________________________
 FE2619* NAD 83(1997) POSITION- 35 56 14.01139(N) 089 41 30.53782(W)   ADJUSTED
 FE2619* NAVD 88 ORTHO HEIGHT -    85.6   (meters)      281.    (feet) VERTCON3
 FE2619  ______________________________________________________________________
 FE2619  GEOID HEIGHT    -        -28.087 (meters)                     GEOID18
 FE2619  LAPLACE CORR    -          0.01  (seconds)                    DEFLEC18
 FE2619  HORZ ORDER      -  SECOND
 FE2619
 FE2619.The horizontal coordinates were established by classical geodetic methods
 FE2619.and adjusted by the National Geodetic Survey in September 1999.
 FE2619
 FE2619.The NAVD 88 height was computed by applying the VERTCON shift value to
 FE2619.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FE2619
 FE2619.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE2619.GEOID18 height accuracy estimate available here.
 FE2619
 FE2619.Click photographs - Photos may exist for this station.
 FE2619
 FE2619.The Laplace correction was computed from DEFLEC18 derived deflections.
 FE2619
 FE2619. The following values were computed from the NAD 83(1997) position.
 FE2619
 FE2619;                    North         East     Units Scale Factor Converg.
 FE2619;SPC AR N     -   180,381.525   608,250.709   MT  0.99995486   +1 20 35.3
 FE2619;SPC AR N     -   591,801.72  1,995,569.20   sFT  0.99995486   +1 20 35.3
 FE2619;UTM  16      - 3,980,335.054   257,172.866   MT  1.00032663   -1 34 50.1
 FE2619
 FE2619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2619!SPC AR N     -   0.99999098  x   0.99995486  =   0.99994584
 FE2619!UTM  16      -   0.99999098  x   1.00032663  =   1.00031760
 FE2619
 FE2619_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5717280335(NAD 83)
 FE2619
 FE2619                          SUPERSEDED SURVEY CONTROL
 FE2619
 FE2619  NAD 83(1995)-  35 56 14.01196(N)    089 41 30.53786(W) AD(       ) 2
 FE2619  NAD 83(1990)-  35 56 14.01326(N)    089 41 30.53762(W) AD(       ) 2
 FE2619  NAD 83(1986)-  35 56 14.02306(N)    089 41 30.53817(W) AD(       ) 2
 FE2619  NAD 27      -  35 56 13.74887(N)    089 41 30.25291(W) AD(       ) 2
 FE2619  NGVD 29 (07/19/86)   85.5    (m)          281.     (f) VERT ANG       
 FE2619
 FE2619.Superseded values are not recommended for survey control.
 FE2619
 FE2619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2619.See file dsdata.pdf to determine how the superseded data were derived.
 FE2619
 FE2619_MARKER: DR = REFERENCE MARK DISK
 FE2619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2619_STAMPING: HICKMAN NO 1 1977
 FE2619_MARK LOGO: NGS
 FE2619_PROJECTION: FLUSH
 FE2619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2619+STABILITY: SURFACE MOTION
 FE2619
 FE2619  HISTORY     - Date     Condition        Report By
 FE2619  HISTORY     - 1977     MONUMENTED       NGS
 FE2619
 FE2619                          STATION DESCRIPTION
 FE2619
 FE2619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 FE2619'THE MARK IS LOCATED ABOUT 14.6 MI (23.5 KM) NORTHEAST OF ROSA, 12.8 MI
 FE2619'(20.6 KM) EAST OF BLYTHEVILLE AND 6.1 MI (9.8 KM) EAST-NORTHEAST OF
 FE2619'ARMOREL.
 FE2619'
 FE2619'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 55 AND STATE HIGHWAY
 FE2619'18 AT THE EAST EDGE OF BLYTHEVILLE, GO EAST ON HIGHWAY 18 FOR 4.4 MI
 FE2619'(7.1 KM) TO A T-ROAD JUNCTION IN THE COMMUNITY OF ARMOREL.  TURN LEFT
 FE2619'AND GO NORTH AND EAST ON HIGHWAY 18 FOR 5.1 MI (8.2 KM) TO A CROSSROAD
 FE2619'IN THE SMALL SETTLEMENT OF HICKMAN.  CONTINUE EAST ON A GRAVELED ROAD
 FE2619'FOR 2.15 MI (3.46 KM) TO THE TOP OF THE LEVEE.  TURN RIGHT AND GO
 FE2619'SOUTHERLY ALONG THE TOP OF THE LEVEE FOR 0.55 MI (0.88 KM) TO A DIRT
 FE2619'CROSSROAD AND THE MARK ON THE LEFT.
 FE2619'
 FE2619'IT IS SET IN THE TOP OF A 12-INCH (30 CM) CYLINDRICAL CONCRETE
 FE2619'MONUMENT THAT IS FLUSH WITH THE GROUND, 10 FT (3.0 M) SOUTH OF THE
 FE2619'CENTER OF THE LEVEE ROAD AND 2 FT (0.6 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1935 ***********************************************************************
 EJ1935  DESIGNATION -  HICKORY
 EJ1935  PID         -  EJ1935
 EJ1935  STATE/COUNTY-  AR/MONTGOMERY
 EJ1935  COUNTRY     -  US
 EJ1935  USGS QUAD   -  MCGRAW MOUNTAIN (2017)
 EJ1935
 EJ1935                         *CURRENT SURVEY CONTROL
 EJ1935  ______________________________________________________________________
 EJ1935* NAD 83(1997) POSITION- 34 33 34.95044(N) 093 25 18.70840(W)   ADJUSTED
 EJ1935* NAVD 88 ORTHO HEIGHT -   430.6   (meters)     1413.    (feet) VERTCON3
 EJ1935  ______________________________________________________________________
 EJ1935  GEOID HEIGHT    -        -28.129 (meters)                     GEOID18
 EJ1935  LAPLACE CORR    -          3.90  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1935.GEOID18 height accuracy estimate available here.
 EJ1935
 EJ1935.Click photographs - Photos may exist for this station.
 EJ1935
 EJ1935.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1935
 EJ1935. The following values were computed from the NAD 83(1997) position.
 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  =   0.99989721
 EJ1935!UTM  15      -   0.99993682  x   0.99961846  =   0.99955530
 EJ1935
 EJ1935:                Primary Azimuth Mark                     Grid Az
 EJ1935:SPC AR S     -  HIGH                                     241 04 22.8
 EJ1935:UTM  15      -  HIGH                                     240 30 59.4
 EJ1935
 EJ1935_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU6129924298(NAD 83)
 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(1993)-  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
 EJ1935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1935.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1935
 EJ1935_MARKER: DS = TRIANGULATION STATION DISK
 EJ1935_SETTING: 80 = SET IN A BOULDER
 EJ1935_STAMPING: HICKORY 1956
 EJ1935_MARK LOGO: CGS
 EJ1935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1935+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0895 ***********************************************************************
 GE0895  DESIGNATION -  HICKORY
 GE0895  PID         -  GE0895
 GE0895  STATE/COUNTY-  AR/FULTON
 GE0895  COUNTRY     -  US
 GE0895  USGS QUAD   -  SALEM KNOB (2017)
 GE0895
 GE0895                         *CURRENT SURVEY CONTROL
 GE0895  ______________________________________________________________________
 GE0895* NAD 83(1997) POSITION- 36 28 12.84706(N) 091 46 28.86693(W)   ADJUSTED
 GE0895* NAVD 88 ORTHO HEIGHT -   289.    (meters)      948.    (feet) SCALED
 GE0895  ______________________________________________________________________
 GE0895  GEOID HEIGHT    -        -28.532 (meters)                     GEOID18
 GE0895  LAPLACE CORR    -         -0.71  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0895.GEOID18 height accuracy estimate available here.
 GE0895
 GE0895.Click photographs - Photos may exist for this station.
 GE0895
 GE0895.The Laplace correction was computed from DEFLEC18 derived deflections.
 GE0895
 GE0895. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 GE0895:SPC AR N     -  STURKIE                                  258 46 53.0
 GE0895:SPC MO C     -  STURKIE                                  258 28 52.9
 GE0895:UTM  15      -  STURKIE                                  258 11 02.7
 GE0895
 GE0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA0977736804(NAD 83)
 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
 GE0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0895.See file dsdata.pdf to determine how the superseded data were derived.
 GE0895
 GE0895_MARKER: DS = TRIANGULATION STATION DISK
 GE0895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0895_STAMPING: HICKORY 1953
 GE0895_MARK LOGO: CGS
 GE0895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0895+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FF2098 ***********************************************************************
 FF2098  DESIGNATION -  HICKORY RIDGE RICE GROWER ELEV
 FF2098  PID         -  FF2098
 FF2098  STATE/COUNTY-  AR/CROSS
 FF2098  COUNTRY     -  US
 FF2098  USGS QUAD   -  HICKORY RIDGE (2017)
 FF2098
 FF2098                         *CURRENT SURVEY CONTROL
 FF2098  ______________________________________________________________________
 FF2098* NAD 83(1997) POSITION- 35 23 58.08979(N) 090 59 47.80473(W)   ADJUSTED
 FF2098  ______________________________________________________________________
 FF2098  GEOID HEIGHT    -        -27.395 (meters)                     GEOID18
 FF2098  LAPLACE CORR    -          0.12  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF2098.GEOID18 height accuracy estimate available here.
 FF2098
 FF2098.Click photographs - Photos may exist for this station.
 FF2098
 FF2098.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF2098
 FF2098. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV8193119187(NAD 83)
 FF2098
 FF2098                          SUPERSEDED SURVEY CONTROL
 FF2098
 FF2098  NAD 83(1995)-  35 23 58.09938(N)    090 59 47.80368(W) AD(       ) 3
 FF2098  NAD 83(1986)-  35 23 58.10125(N)    090 59 47.80375(W) AD(       ) 3
 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
 FF2098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2098.See file dsdata.pdf to determine how the superseded data were derived.
 FF2098
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ2001 ***********************************************************************
 EJ2001  DESIGNATION -  HIGH
 EJ2001  PID         -  EJ2001
 EJ2001  STATE/COUNTY-  AR/MONTGOMERY
 EJ2001  COUNTRY     -  US
 EJ2001  USGS QUAD   -  CADDO GAP (2017)
 EJ2001
 EJ2001                         *CURRENT SURVEY CONTROL
 EJ2001  ______________________________________________________________________
 EJ2001* NAD 83(1997) POSITION- 34 28 21.89860(N) 093 36 19.75987(W)   ADJUSTED
 EJ2001* NAVD 88 ORTHO HEIGHT -   559.3   (meters)     1835.    (feet) VERTCON3
 EJ2001  ______________________________________________________________________
 EJ2001  GEOID HEIGHT    -        -28.156 (meters)                     GEOID18
 EJ2001  LAPLACE CORR    -          2.89  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ2001.GEOID18 height accuracy estimate available here.
 EJ2001
 EJ2001.Click photographs - Photos may exist for this station.
 EJ2001
 EJ2001.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ2001
 EJ2001. The following values were computed from the NAD 83(1997) position.
 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     -  SLATINGTON                               262 04 13.4
 EJ2001:UTM  15      -  SLATINGTON                               261 30 52.3
 EJ2001
 EJ2001_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU4439514741(NAD 83)
 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(1993)-  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
 EJ2001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2001.See file dsdata.pdf to determine how the superseded data were derived.
 EJ2001
 EJ2001_MARKER: DS = TRIANGULATION STATION DISK
 EJ2001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ2001_STAMPING: HIGH 1956
 EJ2001_MARK LOGO: CGS
 EJ2001_PROJECTION: FLUSH
 EJ2001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ2001+STABILITY: SURFACE MOTION
 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 DEPARTMENT OF TRANSPORTATION 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 = MARCH 20, 2026 22:17:28 EDT
 EJ2002 ***********************************************************************
 EJ2002  DESIGNATION -  HIGH PEAK LOOKOUT TOWER
 EJ2002  PID         -  EJ2002
 EJ2002  STATE/COUNTY-  AR/MONTGOMERY
 EJ2002  COUNTRY     -  US
 EJ2002  USGS QUAD   -  CADDO GAP (2017)
 EJ2002
 EJ2002                         *CURRENT SURVEY CONTROL
 EJ2002  ______________________________________________________________________
 EJ2002* NAD 83(1997) POSITION- 34 28 22.01964(N) 093 36 20.02930(W)   ADJUSTED
 EJ2002  ______________________________________________________________________
 EJ2002  GEOID HEIGHT    -        -28.156 (meters)                     GEOID18
 EJ2002  LAPLACE CORR    -          2.89  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ2002.GEOID18 height accuracy estimate available here.
 EJ2002
 EJ2002.Click photographs - Photos may exist for this station.
 EJ2002
 EJ2002.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ2002
 EJ2002. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU4438814745(NAD 83)
 EJ2002
 EJ2002                          SUPERSEDED SURVEY CONTROL
 EJ2002
 EJ2002  NAD 83(1993)-  34 28 22.02779(N)    093 36 20.02434(W) AD(       ) 3
 EJ2002  NAD 83(1986)-  34 28 22.02878(N)    093 36 20.02167(W) AD(       ) 3
 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
 EJ2002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2002.See file dsdata.pdf to determine how the superseded data were derived.
 EJ2002
 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 = MARCH 20, 2026 22:17:28 EDT
 DL0055 ***********************************************************************
 DL0055  DESIGNATION -  HIKE
 DL0055  PID         -  DL0055
 DL0055  STATE/COUNTY-  AR/DALLAS
 DL0055  COUNTRY     -  US
 DL0055  USGS QUAD   -  FORDYCE (2017)
 DL0055
 DL0055                         *CURRENT SURVEY CONTROL
 DL0055  ______________________________________________________________________
 DL0055* NAD 83(1986) POSITION- 33 51 18.     (N) 092 25 08.     (W)   SCALED
 DL0055* NAVD 88 ORTHO HEIGHT -    72.549 (meters)      238.02  (feet) ADJUSTED
 DL0055  ______________________________________________________________________
 DL0055  GEOID HEIGHT    -        -26.079 (meters)                     GEOID18
 DL0055  DYNAMIC HEIGHT  -         72.475 (meters)      237.78  (feet) COMP
 DL0055  MODELED GRAVITY -    979,620.4   (mgal)                       NAVD 88
 DL0055
 DL0055  VERT ORDER      -  SECOND    CLASS 0
 DL0055
 DL0055.The horizontal coordinates were scaled from a map and have
 DL0055.an estimated accuracy of +/- 6 seconds.
 DL0055
 DL0055.The orthometric height was determined by differential leveling and
 DL0055.adjusted by the NATIONAL GEODETIC SURVEY
 DL0055.in June 1991.
 DL0055
 DL0055.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0055.GEOID18 height accuracy estimate available here.
 DL0055
 DL0055.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT537462(NAD 83)
 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
 DL0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0055.See file dsdata.pdf to determine how the superseded data were derived.
 DL0055
 DL0055_MARKER: DD = SURVEY DISK
 DL0055_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DL0055_STAMPING: HIKE
 DL0055_MARK LOGO: CGS+SS
 DL0055_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0055
 DL0055  HISTORY     - Date     Condition        Report By
 DL0055  HISTORY     - 1934     MONUMENTED       ARGS
 DL0055  HISTORY     - 1935     GOOD             CGS
 DL0055  HISTORY     - 1964     MARK NOT FOUND   CGS
 DL0055
 DL0055                          STATION DESCRIPTION
 DL0055
 DL0055'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1964
 DL0055'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH2946 ***********************************************************************
 EH2946  DESIGNATION -  HILL
 EH2946  PID         -  EH2946
 EH2946  STATE/COUNTY-  AR/ARKANSAS
 EH2946  COUNTRY     -  US
 EH2946  USGS QUAD   -  ETHEL (2017)
 EH2946
 EH2946                         *CURRENT SURVEY CONTROL
 EH2946  ______________________________________________________________________
 EH2946* NAD 83(1997) POSITION- 34 16 35.75585(N) 091 12 33.82712(W)   ADJUSTED
 EH2946* NAVD 88 ORTHO HEIGHT -    57.36  (+/-2cm)      188.2   (feet) VERTCON3
 EH2946  ______________________________________________________________________
 EH2946  GEOID HEIGHT    -        -26.532 (meters)                     GEOID18
 EH2946  LAPLACE CORR    -         -1.55  (seconds)                    DEFLEC18
 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
 EH2946.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2946.GEOID18 height accuracy estimate available here.
 EH2946
 EH2946.The vertical order pertains to the NGVD 29 superseded value.
 EH2946
 EH2946.Click photographs - Photos may exist for this station.
 EH2946
 EH2946.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2946
 EH2946. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999516  x   0.99992737  =   0.99992253
 EH2946!UTM  15      -   0.99999516  x   0.99993491  =   0.99993007
 EH2946
 EH2946:                Primary Azimuth Mark                     Grid Az
 EH2946:SPC AR S     -  HILL AZ MK                               355 27 30.5
 EH2946:UTM  15      -  HILL AZ MK                               354 53 32.3
 EH2946
 EH2946_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT6483094276(NAD 83)
 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              57.40   (m)          188.3    (f) LEVELING    3  
 EH2946
 EH2946.Superseded values are not recommended for survey control.
 EH2946
 EH2946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2946.See file dsdata.pdf to determine how the superseded data were derived.
 EH2946
 EH2946_MARKER: DS = TRIANGULATION STATION DISK
 EH2946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2946_STAMPING: HILL 1965
 EH2946_MARK LOGO: CGS
 EH2946_PROJECTION: FLUSH
 EH2946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2946+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1566 ***********************************************************************
 DL1566  DESIGNATION -  HILL
 DL1566  PID         -  DL1566
 DL1566  STATE/COUNTY-  AR/HEMPSTEAD
 DL1566  COUNTRY     -  US
 DL1566  USGS QUAD   -  SPRING HILL (2017)
 DL1566
 DL1566                         *CURRENT SURVEY CONTROL
 DL1566  ______________________________________________________________________
 DL1566* NAD 83(1997) POSITION- 33 33 48.61228(N) 093 40 16.99750(W)   ADJUSTED
 DL1566* NAVD 88 ORTHO HEIGHT -   134.    (meters)      440.    (feet) SCALED
 DL1566  ______________________________________________________________________
 DL1566  GEOID HEIGHT    -        -26.963 (meters)                     GEOID18
 DL1566  LAPLACE CORR    -          0.90  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1566.GEOID18 height accuracy estimate available here.
 DL1566
 DL1566.Click photographs - Photos may exist for this station.
 DL1566
 DL1566.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1566
 DL1566. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 DL1566:SPC AR S     -  ARKANSAS FORESTRY LOOKOUT TOWER 9 6      182 11 06.3
 DL1566:UTM  15      -  ARKANSAS FORESTRY LOOKOUT TOWER 9 6      181 37 14.9
 DL1566
 DL1566_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT3768213961(NAD 83)
 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(1993)-  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
 DL1566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1566.See file dsdata.pdf to determine how the superseded data were derived.
 DL1566
 DL1566_MARKER: DS = TRIANGULATION STATION DISK
 DL1566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1566_STAMPING: HILL 1951
 DL1566_MARK LOGO: CGS
 DL1566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1566+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 AE2998 ***********************************************************************
 AE2998  CBN         -  This is a Cooperative Base Network Control Station.
 AE2998  DESIGNATION -  HILL
 AE2998  PID         -  AE2998
 AE2998  STATE/COUNTY-  AR/PULASKI
 AE2998  COUNTRY     -  US
 AE2998  USGS QUAD   -  OLMSTEAD (2017)
 AE2998
 AE2998                         *CURRENT SURVEY CONTROL
 AE2998  ______________________________________________________________________
 AE2998* NAD 83(2011) POSITION- 34 54 29.43367(N) 092 08 17.84640(W)   ADJUSTED
 AE2998* NAD 83(2011) ELLIP HT-    89.197 (meters)        (06/27/12)   ADJUSTED
 AE2998* NAD 83(2011) EPOCH   -  2010.00
 AE2998* NAVD 88 ORTHO HEIGHT -   116.3   (meters)      382.    (feet) GPS OBS
 AE2998  ______________________________________________________________________
 AE2998  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AE2998  GEOID HEIGHT    -        -26.992 (meters)                     GEOID96
 AE2998  GEOID HEIGHT    -        -27.092 (meters)                     GEOID18
 AE2998  NAD 83(2011) X  -   -195,375.822 (meters)                     COMP
 AE2998  NAD 83(2011) Y  - -5,232,690.124 (meters)                     COMP
 AE2998  NAD 83(2011) Z  -  3,629,568.632 (meters)                     COMP
 AE2998  LAPLACE CORR    -          0.92  (seconds)                    DEFLEC18
 AE2998
 AE2998  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AE2998  Standards:
 AE2998         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AE2998            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AE2998  -------------------------------------------------------------------
 AE2998  NETWORK    0.74   1.63           0.35   0.23   0.83      0.04623893
 AE2998  -------------------------------------------------------------------
 AE2998  Click here for local accuracies and other accuracy information.
 AE2998
 AE2998.The horizontal coordinates were established by GPS observations
 AE2998.and adjusted by the National Geodetic Survey in June 2012.
 AE2998
 AE2998.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AE2998.been affixed to the stable North American tectonic plate. See 
 AE2998.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AE2998
 AE2998.The horizontal coordinates are valid at the epoch date displayed above
 AE2998.which is a decimal equivalence of Year/Month/Day.
 AE2998
 AE2998.The orthometric height was determined by GPS observations and a
 AE2998.high-resolution geoid model.
 AE2998
 AE2998.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE2998.GEOID18 height accuracy estimate available here.
 AE2998
 AE2998.Click photographs - Photos may exist for this station.
 AE2998
 AE2998.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2998
 AE2998.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE2998
 AE2998.The ellipsoidal height was determined by GPS observations
 AE2998.and is referenced to NAD 83.
 AE2998
 AE2998. The following values were computed from the NAD 83(2011) position.
 AE2998
 AE2998;                    North         East     Units Scale Factor Converg.
 AE2998;SPC AR S     -   648,631.395   387,361.178   MT  1.00003463   -0 04 38.6
 AE2998;SPC AR S     - 2,128,051.50  1,270,867.46   sFT  1.00003463   -0 04 38.6
 AE2998;UTM  15      - 3,863,198.989   578,721.176   MT  0.99967638   +0 29 35.3
 AE2998
 AE2998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2998!SPC AR S     -   0.99998600  x   1.00003463  =   1.00002063
 AE2998!UTM  15      -   0.99998600  x   0.99967638  =   0.99966238
 AE2998
 AE2998_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7872163198(NAD 83)
 AE2998
 AE2998                          SUPERSEDED SURVEY CONTROL
 AE2998
 AE2998  NAD 83(2007)-  34 54 29.43366(N)    092 08 17.84735(W) AD(2002.00) 0
 AE2998  ELLIP H (02/10/07)   89.216  (m)                       GP(2002.00)    
 AE2998  ELLIP H (09/21/01)   89.227  (m)                       GP(       ) 4 2
 AE2998  NAD 83(1997)-  34 54 29.43355(N)    092 08 17.84757(W) AD(       ) B
 AE2998  ELLIP H (09/19/97)   89.214  (m)                       GP(       ) 4 1
 AE2998
 AE2998.Superseded values are not recommended for survey control.
 AE2998
 AE2998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2998.See file dsdata.pdf to determine how the superseded data were derived.
 AE2998
 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_PROJECTION: FLUSH
 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 - May 20, 2008
 AE2998
 AE2998  HISTORY     - Date     Condition        Report By
 AE2998  HISTORY     - 1978     MONUMENTED       DMA
 AE2998  HISTORY     - 19970414 GOOD             NGS
 AE2998  HISTORY     - 20020624 GOOD             USACE
 AE2998  HISTORY     - 20080520 GOOD             INDIV
 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.
 AE2998
 AE2998                          STATION RECOVERY (2008)
 AE2998
 AE2998'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008
 AE2998'OK FOR GPS, SOME TREES NEARBY
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL1348 ***********************************************************************
 DL1348  DESIGNATION -  HILLSBORO
 DL1348  PID         -  DL1348
 DL1348  STATE/COUNTY-  AR/UNION
 DL1348  COUNTRY     -  US
 DL1348  USGS QUAD   -  EL DORADO EAST (2017)
 DL1348
 DL1348                         *CURRENT SURVEY CONTROL
 DL1348  ______________________________________________________________________
 DL1348* NAD 83(1997) POSITION- 33 08 42.38961(N) 092 31 03.04587(W)   ADJUSTED
 DL1348* NAVD 88 ORTHO HEIGHT -    82.    (meters)      269.    (feet) SCALED
 DL1348  ______________________________________________________________________
 DL1348  GEOID HEIGHT    -        -26.228 (meters)                     GEOID18
 DL1348  LAPLACE CORR    -          0.44  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1348.GEOID18 height accuracy estimate available here.
 DL1348
 DL1348.Click photographs - Photos may exist for this station.
 DL1348
 DL1348.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1348
 DL1348. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999125  x   1.00003795  =   1.00002920
 DL1348!UTM  15      -   0.99999125  x   0.99962496  =   0.99961622
 DL1348
 DL1348:                Primary Azimuth Mark                     Grid Az
 DL1348:SPC AR S     -  UPLAND                                   252 12 52.0
 DL1348:UTM  15      -  UPLAND                                   251 39 39.6
 DL1348
 DL1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS4499867477(NAD 83)
 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(1993)-  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
 DL1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1348.See file dsdata.pdf to determine how the superseded data were derived.
 DL1348
 DL1348_MARKER: DS = TRIANGULATION STATION DISK
 DL1348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1348_STAMPING: HILLSBORO 1952
 DL1348_MARK LOGO: CGS
 DL1348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1348+STABILITY: SURFACE MOTION
 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 DEPARTMENT OF TRANSPORTATION 2005 (VJB)
 DL1348'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0054 ***********************************************************************
 DL0054  DESIGNATION -  HIMS
 DL0054  PID         -  DL0054
 DL0054  STATE/COUNTY-  AR/DALLAS
 DL0054  COUNTRY     -  US
 DL0054  USGS QUAD   -  FORDYCE (2017)
 DL0054
 DL0054                         *CURRENT SURVEY CONTROL
 DL0054  ______________________________________________________________________
 DL0054* NAD 83(1986) POSITION- 33 49 35.     (N) 092 24 53.     (W)   SCALED
 DL0054* NAVD 88 ORTHO HEIGHT -    77.256 (meters)      253.46  (feet) ADJUSTED
 DL0054  ______________________________________________________________________
 DL0054  GEOID HEIGHT    -        -26.074 (meters)                     GEOID18
 DL0054  DYNAMIC HEIGHT  -         77.177 (meters)      253.20  (feet) COMP
 DL0054  MODELED GRAVITY -    979,616.2   (mgal)                       NAVD 88
 DL0054
 DL0054  VERT ORDER      -  SECOND    CLASS 0
 DL0054
 DL0054.The horizontal coordinates were scaled from a map and have
 DL0054.an estimated accuracy of +/- 6 seconds.
 DL0054
 DL0054.The orthometric height was determined by differential leveling and
 DL0054.adjusted by the NATIONAL GEODETIC SURVEY
 DL0054.in June 1991.
 DL0054
 DL0054.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0054.GEOID18 height accuracy estimate available here.
 DL0054
 DL0054.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT541430(NAD 83)
 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
 DL0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0054.See file dsdata.pdf to determine how the superseded data were derived.
 DL0054
 DL0054_MARKER: DD = SURVEY DISK
 DL0054_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DL0054_STAMPING: HIMS
 DL0054_MARK LOGO: CGS+SS
 DL0054_PROJECTION: RECESSED 24 CENTIMETERS
 DL0054_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0054
 DL0054  HISTORY     - Date     Condition        Report By
 DL0054  HISTORY     - 1934     MONUMENTED       ARGS
 DL0054  HISTORY     - 1935     GOOD             CGS
 DL0054  HISTORY     - 1966     MARK NOT FOUND   USGS
 DL0054  HISTORY     - 20050919 MARK NOT FOUND   ARHD
 DL0054
 DL0054                          STATION DESCRIPTION
 DL0054
 DL0054'DESCRIBED BY COAST AND 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 DEPARTMENT OF TRANSPORTATION 2005 (WDA)
 DL0054'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0862 ***********************************************************************
 GF0862  DESIGNATION -  HINDSVILLE
 GF0862  PID         -  GF0862
 GF0862  STATE/COUNTY-  AR/MADISON
 GF0862  COUNTRY     -  US
 GF0862  USGS QUAD   -  HINDSVILLE (2017)
 GF0862
 GF0862                         *CURRENT SURVEY CONTROL
 GF0862  ______________________________________________________________________
 GF0862* NAD 83(1997) POSITION- 36 09 33.59085(N) 093 51 44.83491(W)   ADJUSTED
 GF0862* NAVD 88 ORTHO HEIGHT -   444.7   (meters)     1459.    (feet) VERTCON3
 GF0862  ______________________________________________________________________
 GF0862  GEOID HEIGHT    -        -28.012 (meters)                     GEOID18
 GF0862  LAPLACE CORR    -         -0.03  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0862.GEOID18 height accuracy estimate available here.
 GF0862
 GF0862.Click photographs - Photos may exist for this station.
 GF0862
 GF0862.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0862
 GF0862. The following values were computed from the NAD 83(1997) position.
 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     -   0.99993460  x   0.99998621  =   0.99992081
 GF0862!UTM  15      -   0.99993460  x   0.99967415  =   0.99960877
 GF0862
 GF0862:                Primary Azimuth Mark                     Grid Az
 GF0862:SPC AR N     -  HINDSVILLE AZ MK                         286 20 52.6
 GF0862:UTM  15      -  HINDSVILLE AZ MK                         285 46 23.1
 GF0862
 GF0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA2242401965(NAD 83)
 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(1993)-  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
 GF0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0862.See file dsdata.pdf to determine how the superseded data were derived.
 GF0862
 GF0862_MARKER: DS = TRIANGULATION STATION DISK
 GF0862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0862_STAMPING: HINDSVILLE 1971
 GF0862_MARK LOGO: CGS
 GF0862_PROJECTION: FLUSH
 GF0862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0862+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DL0053 ***********************************************************************
 DL0053  DESIGNATION -  HING
 DL0053  PID         -  DL0053
 DL0053  STATE/COUNTY-  AR/DALLAS
 DL0053  COUNTRY     -  US
 DL0053  USGS QUAD   -  FORDYCE (2017)
 DL0053
 DL0053                         *CURRENT SURVEY CONTROL
 DL0053  ______________________________________________________________________
 DL0053* NAD 83(1986) POSITION- 33 49 02.     (N) 092 24 47.     (W)   SCALED
 DL0053* NAVD 88 ORTHO HEIGHT -    79.162 (meters)      259.72  (feet) ADJUSTED
 DL0053  ______________________________________________________________________
 DL0053  GEOID HEIGHT    -        -26.072 (meters)                     GEOID18
 DL0053  DYNAMIC HEIGHT  -         79.081 (meters)      259.45  (feet) COMP
 DL0053  MODELED GRAVITY -    979,615.0   (mgal)                       NAVD 88
 DL0053
 DL0053  VERT ORDER      -  SECOND    CLASS 0
 DL0053
 DL0053.The horizontal coordinates were scaled from a map and have
 DL0053.an estimated accuracy of +/- 6 seconds.
 DL0053
 DL0053.The orthometric height was determined by differential leveling and
 DL0053.adjusted by the NATIONAL GEODETIC SURVEY
 DL0053.in June 1991.
 DL0053
 DL0053.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0053.GEOID18 height accuracy estimate available here.
 DL0053
 DL0053.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT543420(NAD 83)
 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
 DL0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0053.See file dsdata.pdf to determine how the superseded data were derived.
 DL0053
 DL0053_MARKER: DD = SURVEY DISK
 DL0053_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DL0053_MARK LOGO: CGS+SS
 DL0053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0053
 DL0053  HISTORY     - Date     Condition        Report By
 DL0053  HISTORY     - 1934     MONUMENTED       ARGS
 DL0053  HISTORY     - 1935     GOOD             CGS
 DL0053  HISTORY     - 1966     MARK NOT FOUND   USGS
 DL0053  HISTORY     - 20060413 MARK NOT FOUND   ARHD
 DL0053
 DL0053                          STATION DESCRIPTION
 DL0053
 DL0053'DESCRIBED BY COAST AND 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 DEPARTMENT OF TRANSPORTATION 2006 (MSK)
 DL0053'MARK NOT FOUND. EARTHWORK HAD BEEN DONE IN THE AREA.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ3641 ***********************************************************************
 DQ3641  DESIGNATION -  HINK
 DQ3641  PID         -  DQ3641
 DQ3641  STATE/COUNTY-  AR/VAN BUREN
 DQ3641  COUNTRY     -  US
 DQ3641  USGS QUAD   -  BOTKINBURG (2017)
 DQ3641
 DQ3641                         *CURRENT SURVEY CONTROL
 DQ3641  ______________________________________________________________________
 DQ3641* NAD 83(1986) POSITION- 35 41 57.2    (N) 092 32 47.6    (W)   HD_HELD2
 DQ3641* NAVD 88 ORTHO HEIGHT -   351.339 (meters)     1152.68  (feet) ADJUSTED
 DQ3641  ______________________________________________________________________
 DQ3641  GEOID HEIGHT    -        -27.915 (meters)                     GEOID18
 DQ3641  DYNAMIC HEIGHT  -        351.006 (meters)     1151.59  (feet) COMP
 DQ3641  MODELED GRAVITY -    979,676.1   (mgal)                       NAVD 88
 DQ3641
 DQ3641  VERT ORDER      -  SECOND    CLASS I
 DQ3641
 DQ3641.The horizontal coordinates were established by autonomous hand held GPS
 DQ3641.observations and have an estimated accuracy of +/- 10 meters.
 DQ3641
 DQ3641.The orthometric height was determined by differential leveling and
 DQ3641.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3641.in January 2017.
 DQ3641
 DQ3641.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3641.GEOID18 height accuracy estimate available here.
 DQ3641
 DQ3641.Click photographs - Photos may exist for this station.
 DQ3641
 DQ3641.The dynamic height is computed by dividing the NAVD 88
 DQ3641.geopotential number by the normal gravity value computed on the
 DQ3641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3641.degrees latitude (g = 980.6199 gals.).
 DQ3641
 DQ3641.The modeled gravity was interpolated from observed gravity values.
 DQ3641
 DQ3641;                    North         East    Units  Estimated Accuracy
 DQ3641;SPC AR N     -   151,671.      350,537.      MT  (+/- 10 meters HH2 GPS)
 DQ3641
 DQ3641_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV4102250683(NAD 83)
 DQ3641
 DQ3641                          SUPERSEDED SURVEY CONTROL
 DQ3641
 DQ3641.No superseded survey control is available for this station.
 DQ3641
 DQ3641_MARKER: DV = VERTICAL CONTROL DISK
 DQ3641_SETTING: 66 = SET IN ROCK OUTCROP
 DQ3641_STAMPING: HINK 2016
 DQ3641_MARK LOGO: NGS
 DQ3641_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ3641_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DQ3641+STABILITY: POSITION/ELEVATION WELL
 DQ3641_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ3641+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2024
 DQ3641
 DQ3641  HISTORY     - Date     Condition        Report By
 DQ3641  HISTORY     - 20160524 MONUMENTED       ARHD
 DQ3641  HISTORY     - 20181212 GOOD             NGS
 DQ3641  HISTORY     - 20240520 GOOD             ARHD
 DQ3641  HISTORY     - 20240522 GOOD             ARHD
 DQ3641
 DQ3641                          STATION DESCRIPTION
 DQ3641
 DQ3641'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 DQ3641'THE STATION IS LOCATED ABOUT 8.8 MI (14.2 KM) EAST-NORTHEAST OF
 DQ3641'ALREAD, 7.8 MI (12.6 KM) WEST OF OLD LEXINGTON AND 1.7 MI (2.7 KM)
 DQ3641'WEST OF BOTKINBURG.  OWNERSHIP--BRIAN-WARD.
 DQ3641'
 DQ3641'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 254,
 DQ3641'GO WEST ON HIGHWAY 254 FOR 4.15 MI (6.68 KM) TO ROCKY HILL COUNTY ROAD
 DQ3641'TURN LEFT AND GO SOUTH ON ROCKY HILL ROAD FOR 1.55 MI (2.49 KM) TO
 DQ3641'MIDGET COUNTY ROAD TURN LEFT AND GO EAST ON MIDGET ROAD FOR 2.1 MI
 DQ3641'(3.4 KM) TO A DOUBLE GATE, GO THRU DOUBLE GATE FOR 0.3 MI (0.5 KM) TO
 DQ3641'THE STATION ON THE RIGHT, IN A LARGE TRIANGLE SHAPED ROCK OUTCROP.
 DQ3641'
 DQ3641'IT IS 11 FT (3.4 M) NORTH OF A WOOD TRAIL CENTERLINE, 9 FT (2.7 M)
 DQ3641'SOUTH OF A WITNESS POST AND 9 FT (2.7 M) SOUTH OF A BARB WIRE FENCE.
 DQ3641
 DQ3641                          STATION RECOVERY (2018)
 DQ3641
 DQ3641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2018 (JBW)
 DQ3641'RECOVERED AS DESCRIBED.
 DQ3641
 DQ3641                          STATION RECOVERY (2024)
 DQ3641
 DQ3641'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (JDH)
 DQ3641'RECOVERED AS DESCRIBED.
 DQ3641
 DQ3641                          STATION RECOVERY (2024)
 DQ3641
 DQ3641'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (SCW)
 DQ3641'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0051 ***********************************************************************
 DL0051  DESIGNATION -  HINS
 DL0051  PID         -  DL0051
 DL0051  STATE/COUNTY-  AR/DALLAS
 DL0051  COUNTRY     -  US
 DL0051  USGS QUAD   -  FORDYCE (2017)
 DL0051
 DL0051                         *CURRENT SURVEY CONTROL
 DL0051  ______________________________________________________________________
 DL0051* NAD 83(1997) POSITION- 33 48 44.90661(N) 092 24 31.66790(W)   ADJUSTED
 DL0051* NAVD 88 ORTHO HEIGHT -    82.876 (meters)      271.90  (feet) ADJUSTED
 DL0051  ______________________________________________________________________
 DL0051  GEOID HEIGHT    -        -26.070 (meters)                     GEOID18
 DL0051  LAPLACE CORR    -          0.75  (seconds)                    DEFLEC18
 DL0051  DYNAMIC HEIGHT  -         82.791 (meters)      271.62  (feet) COMP
 DL0051  MODELED GRAVITY -    979,614.6   (mgal)                       NAVD 88
 DL0051
 DL0051  HORZ ORDER      -  FIRST
 DL0051  VERT ORDER      -  SECOND    CLASS I
 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 and
 DL0051.adjusted by the NATIONAL GEODETIC SURVEY
 DL0051.in June 1991.
 DL0051
 DL0051.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0051.GEOID18 height accuracy estimate available here.
 DL0051
 DL0051.Click photographs - Photos may exist for this station.
 DL0051
 DL0051.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 DL0051:SPC AR S     -  HINS AZ MK                               148 39 34.0
 DL0051:UTM  15      -  HINS AZ MK                               148 06 05.9
 DL0051
 DL0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT5471641520(NAD 83)
 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(1993)-  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
 DL0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0051.See file dsdata.pdf to determine how the superseded data were derived.
 DL0051
 DL0051_MARKER: DD = SURVEY DISK
 DL0051_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DL0051_STAMPING: HINS 1934
 DL0051_MARK LOGO: CGS+SS
 DL0051_PROJECTION: PROJECTING 10 CENTIMETERS
 DL0051_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0051_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL0051+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2021
 DL0051
 DL0051  HISTORY     - Date     Condition        Report By
 DL0051  HISTORY     - 1934     MONUMENTED       ARGS
 DL0051  HISTORY     - 1942     GOOD             ARGS
 DL0051  HISTORY     - 1964     GOOD             CGS
 DL0051  HISTORY     - 20060413 GOOD             ARHD
 DL0051  HISTORY     - 20160622 GOOD             ARHD
 DL0051  HISTORY     - 20210518 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 COAST AND GEODETIC SURVEY 1964
 DL0051'RECOVERED IN GOOD CONDITION.
 DL0051
 DL0051                          STATION RECOVERY (2006)
 DL0051
 DL0051'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2006 (MSK)
 DL0051'MARK RECOVERED AS DECRIBED. APPEARS TO BE LEANING.
 DL0051
 DL0051                          STATION RECOVERY (2016)
 DL0051
 DL0051'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (BAB)
 DL0051'RECOVERED IN GOOD CONDITION.
 DL0051
 DL0051                          STATION RECOVERY (2021)
 DL0051
 DL0051'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2021 (JDH)
 DL0051'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GG0658 ***********************************************************************
 GG0658  DESIGNATION -  HIWASSEE
 GG0658  PID         -  GG0658
 GG0658  STATE/COUNTY-  AR/BENTON
 GG0658  COUNTRY     -  US
 GG0658  USGS QUAD   -  HIWASSE (2017)
 GG0658
 GG0658                         *CURRENT SURVEY CONTROL
 GG0658  ______________________________________________________________________
 GG0658* NAD 83(1997) POSITION- 36 29 23.26064(N) 094 20 26.13536(W)   ADJUSTED
 GG0658* NAVD 88 ORTHO HEIGHT -   407.57  (+/-2cm)     1337.2   (feet) VERTCON3
 GG0658  ______________________________________________________________________
 GG0658  GEOID HEIGHT    -        -28.269 (meters)                     GEOID18
 GG0658  LAPLACE CORR    -          0.40  (seconds)                    DEFLEC18
 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
 GG0658.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0658.GEOID18 height accuracy estimate available here.
 GG0658
 GG0658.The vertical order pertains to the NGVD 29 superseded value.
 GG0658
 GG0658.Click photographs - Photos may exist for this station.
 GG0658
 GG0658.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0658
 GG0658. The following values were computed from the NAD 83(1997) position.
 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  =   1.00000124
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA7992339111(NAD 83)
 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(1993)-  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             407.44   (m)         1336.7    (f) LEVELING    3  
 GG0658
 GG0658.Superseded values are not recommended for survey control.
 GG0658
 GG0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0658.See file dsdata.pdf to determine how the superseded data were derived.
 GG0658
 GG0658_MARKER: DS = TRIANGULATION STATION DISK
 GG0658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0658_STAMPING: HIWASSEE 1935
 GG0658_MARK LOGO: CGS
 GG0658_PROJECTION: PROJECTING 10 CENTIMETERS
 GG0658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0658+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1843 ***********************************************************************
 FG1843  DESIGNATION -  HOBSON
 FG1843  PID         -  FG1843
 FG1843  STATE/COUNTY-  AR/YELL
 FG1843  COUNTRY     -  US
 FG1843  USGS QUAD   -  DARDANELLE (2017)
 FG1843
 FG1843                         *CURRENT SURVEY CONTROL
 FG1843  ______________________________________________________________________
 FG1843* NAD 83(1997) POSITION- 35 08 25.81516(N) 093 09 42.81758(W)   ADJUSTED
 FG1843* NAVD 88 ORTHO HEIGHT -   160.    (meters)      525.    (feet) SCALED
 FG1843  ______________________________________________________________________
 FG1843  GEOID HEIGHT    -        -29.276 (meters)                     GEOID18
 FG1843  LAPLACE CORR    -          2.35  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1843.GEOID18 height accuracy estimate available here.
 FG1843
 FG1843.Click photographs - Photos may exist for this station.
 FG1843
 FG1843.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1843
 FG1843. The following values were computed from the NAD 83(1997) position.
 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     -   0.99997948  x   0.99996573  =   0.99994521
 FG1843!UTM  15      -   0.99997948  x   0.99960268  =   0.99958217
 FG1843
 FG1843:                Primary Azimuth Mark                     Grid Az
 FG1843:SPC AR N     -  BROWN                                    042 19 51.2
 FG1843:UTM  15      -  BROWN                                    041 44 52.7
 FG1843
 FG1843_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU8525288636(NAD 83)
 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 0413917.2 |
 FG1843| FG1842 HOBSON AZ MK                        365.819 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
 FG1843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1843.See file dsdata.pdf to determine how the superseded data were derived.
 FG1843
 FG1843_MARKER: DS = TRIANGULATION STATION DISK
 FG1843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1843_STAMPING: HOBSON 1940
 FG1843_MARK LOGO: CGS
 FG1843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1843+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1842 ***********************************************************************
 FG1842  DESIGNATION -  HOBSON AZ MK
 FG1842  PID         -  FG1842
 FG1842  STATE/COUNTY-  AR/YELL
 FG1842  COUNTRY     -  US
 FG1842  USGS QUAD   -  DARDANELLE (2017)
 FG1842
 FG1842                         *CURRENT SURVEY CONTROL
 FG1842  ______________________________________________________________________
 FG1842* NAD 83(1997) POSITION- 35 08 17.16485(N) 093 09 52.71348(W)   ADJUSTED
 FG1842* NAVD 88 ORTHO HEIGHT -   160.    (meters)      525.    (feet) SCALED
 FG1842  ______________________________________________________________________
 FG1842  GEOID HEIGHT    -        -29.280 (meters)                     GEOID18
 FG1842  LAPLACE CORR    -          2.37  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1842.GEOID18 height accuracy estimate available here.
 FG1842
 FG1842.Click photographs - Photos may exist for this station.
 FG1842
 FG1842.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1842
 FG1842. The following values were computed from the NAD 83(1997) position.
 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     -   0.99997948  x   0.99996606  =   0.99994554
 FG1842!UTM  15      -   0.99997948  x   0.99960277  =   0.99958226
 FG1842
 FG1842_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU8500188370(NAD 83)
 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
 FG1842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1842.See file dsdata.pdf to determine how the superseded data were derived.
 FG1842
 FG1842_MARKER: DZ = AZIMUTH MARK DISK
 FG1842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1842_STAMPING: HOBSON 1940
 FG1842_MARK LOGO: CGS
 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 (ANS)
 FG1842'SEE STATION HOBSON.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO7488 ***********************************************************************
 DO7488  DESIGNATION -  HOFFMAN
 DO7488  PID         -  DO7488
 DO7488  STATE/COUNTY-  AR/PULASKI
 DO7488  COUNTRY     -  US
 DO7488  USGS QUAD   -  NORTH LITTLE ROCK (2017)
 DO7488
 DO7488                         *CURRENT SURVEY CONTROL
 DO7488  ______________________________________________________________________
 DO7488* NAD 83(1986) POSITION- 34 47 21.18   (N) 092 21 15.26   (W)   HD_HELD1
 DO7488* NAVD 88 ORTHO HEIGHT -    74.763 (meters)      245.28  (feet) ADJUSTED
 DO7488  ______________________________________________________________________
 DO7488  GEOID HEIGHT    -        -26.814 (meters)                     GEOID18
 DO7488  DYNAMIC HEIGHT  -         74.693 (meters)      245.06  (feet) COMP
 DO7488  MODELED GRAVITY -    979,700.1   (mgal)                       NAVD 88
 DO7488
 DO7488  VERT ORDER      -  FIRST     CLASS II
 DO7488
 DO7488.The horizontal coordinates were determined by differentially corrected
 DO7488.hand held GPS observations or other comparable positioning techniques
 DO7488.and have an estimated accuracy of +/- 3 meters.
 DO7488
 DO7488.The orthometric height was determined by differential leveling and
 DO7488.adjusted by the NATIONAL GEODETIC SURVEY
 DO7488.in April 2014.
 DO7488
 DO7488.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7488.GEOID18 height accuracy estimate available here.
 DO7488
 DO7488.Click photographs - Photos may exist for this station.
 DO7488
 DO7488.The dynamic height is computed by dividing the NAVD 88
 DO7488.geopotential number by the normal gravity value computed on the
 DO7488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7488.degrees latitude (g = 980.6199 gals.).
 DO7488
 DO7488.The modeled gravity was interpolated from observed gravity values.
 DO7488
 DO7488;                    North         East    Units  Estimated Accuracy
 DO7488;SPC AR S     -   635,481.6     367,579.4     MT  (+/- 3 meters HH1 GPS) 
 DO7488
 DO7488_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5907749858(NAD 83)
 DO7488
 DO7488                          SUPERSEDED SURVEY CONTROL
 DO7488
 DO7488.No superseded survey control is available for this station.
 DO7488
 DO7488_MARKER: F = FLANGE-ENCASED ROD
 DO7488_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DO7488_STAMPING: HOFFMAN 2012
 DO7488_MARK LOGO: ARHD
 DO7488_PROJECTION: FLUSH
 DO7488_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DO7488_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7488_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7488+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2012
 DO7488_ROD/PIPE-DEPTH: 15.5 meters
 DO7488_SLEEVE-DEPTH  : 0.6 meters
 DO7488
 DO7488  HISTORY     - Date     Condition        Report By
 DO7488  HISTORY     - 20120522 MONUMENTED       ARHD
 DO7488
 DO7488                          STATION DESCRIPTION
 DO7488
 DO7488'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (JDH)
 DO7488'THE STATION IS LOCATED ABOUT 8.5 MI (13.7 KM) EAST-SOUTHEAST OF
 DO7488'PINNACLE, 5.2 MI (8.4 KM) WEST-NORTHWEST OF NORTH LITTLE ROCK AND 4.7
 DO7488'MI (7.6 KM) NORTHWEST OF LITTLE ROCK.
 DO7488'
 DO7488'TO REACH FROM THE INTERSECTION OF REBSAMEN PARK ROAD AND THE BIG DAM
 DO7488'BRIDGE, GO EAST ON REBSAMEN PARK ROAD FOR 0.07 MI (0.1 KM) TO THE
 DO7488'STATION ON THE LEFT.
 DO7488'
 DO7488'IT IS 102 FT (31.1 M) NORTH OF THE NORTH EDGE OF ASPHALT PARKING, 36
 DO7488'FT (11.0 M) SOUTH OF THE ARKANSAS RIVER BANK, 1.5 FT (0.5 M) WEST OF A
 DO7488'WITNESS POST AND LEVEL WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ2023 ***********************************************************************
 EJ2023  DESIGNATION -  HOG
 EJ2023  PID         -  EJ2023
 EJ2023  STATE/COUNTY-  AR/PIKE
 EJ2023  COUNTRY     -  US
 EJ2023  USGS QUAD   -  LANGLEY (2017)
 EJ2023
 EJ2023                         *CURRENT SURVEY CONTROL
 EJ2023  ______________________________________________________________________
 EJ2023* NAD 83(1997) POSITION- 34 20 40.13370(N) 093 48 49.08606(W)   ADJUSTED
 EJ2023* NAVD 88 ORTHO HEIGHT -   543.0   (meters)     1781.    (feet) VERTCON3
 EJ2023  ______________________________________________________________________
 EJ2023  GEOID HEIGHT    -        -28.034 (meters)                     GEOID18
 EJ2023  LAPLACE CORR    -          2.23  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ2023.GEOID18 height accuracy estimate available here.
 EJ2023
 EJ2023.Click photographs - Photos may exist for this station.
 EJ2023
 EJ2023.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ2023
 EJ2023. The following values were computed from the NAD 83(1997) position.
 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     -   0.99991918  x   0.99993306  =   0.99985224
 EJ2023!UTM  15      -   0.99991918  x   0.99966903  =   0.99958823
 EJ2023
 EJ2023:                Primary Azimuth Mark                     Grid Az
 EJ2023:SPC AR S     -  SLATINGTON                               322 28 15.0
 EJ2023:UTM  15      -  SLATINGTON                               321 54 53.3
 EJ2023
 EJ2023_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU2516600652(NAD 83)
 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(1993)-  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
 EJ2023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2023.See file dsdata.pdf to determine how the superseded data were derived.
 EJ2023
 EJ2023_MARKER: DS = TRIANGULATION STATION DISK
 EJ2023_SETTING: 66 = SET IN ROCK OUTCROP
 EJ2023_STAMPING: HOG 1957
 EJ2023_MARK LOGO: CGS
 EJ2023_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EJ2023+STABILITY: POSITION/ELEVATION WELL
 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 = MARCH 20, 2026 22:17:28 EDT
 DO7489 ***********************************************************************
 DO7489  DESIGNATION -  HOLCOMB
 DO7489  PID         -  DO7489
 DO7489  STATE/COUNTY-  AR/PULASKI
 DO7489  COUNTRY     -  US
 DO7489  USGS QUAD   -  NORTH LITTLE ROCK (2017)
 DO7489
 DO7489                         *CURRENT SURVEY CONTROL
 DO7489  ______________________________________________________________________
 DO7489* NAD 83(1986) POSITION- 34 47 42.28   (N) 092 21 12.12   (W)   HD_HELD1
 DO7489* NAVD 88 ORTHO HEIGHT -    74.901 (meters)      245.74  (feet) ADJUSTED
 DO7489  ______________________________________________________________________
 DO7489  GEOID HEIGHT    -        -26.839 (meters)                     GEOID18
 DO7489  DYNAMIC HEIGHT  -         74.832 (meters)      245.51  (feet) COMP
 DO7489  MODELED GRAVITY -    979,704.1   (mgal)                       NAVD 88
 DO7489
 DO7489  VERT ORDER      -  FIRST     CLASS II
 DO7489
 DO7489.The horizontal coordinates were determined by differentially corrected
 DO7489.hand held GPS observations or other comparable positioning techniques
 DO7489.and have an estimated accuracy of +/- 3 meters.
 DO7489
 DO7489.The orthometric height was determined by differential leveling and
 DO7489.adjusted by the NATIONAL GEODETIC SURVEY
 DO7489.in April 2014.
 DO7489
 DO7489.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7489.GEOID18 height accuracy estimate available here.
 DO7489
 DO7489.Click photographs - Photos may exist for this station.
 DO7489
 DO7489.The dynamic height is computed by dividing the NAVD 88
 DO7489.geopotential number by the normal gravity value computed on the
 DO7489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7489.degrees latitude (g = 980.6199 gals.).
 DO7489
 DO7489.The modeled gravity was interpolated from observed gravity values.
 DO7489
 DO7489;                    North         East    Units  Estimated Accuracy
 DO7489;SPC AR S     -   636,131.5     367,661.4     MT  (+/- 3 meters HH1 GPS) 
 DO7489
 DO7489_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5915350508(NAD 83)
 DO7489
 DO7489                          SUPERSEDED SURVEY CONTROL
 DO7489
 DO7489.No superseded survey control is available for this station.
 DO7489
 DO7489_MARKER: F = FLANGE-ENCASED ROD
 DO7489_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DO7489_STAMPING: HOLCOMB 2012
 DO7489_MARK LOGO: ARHD
 DO7489_PROJECTION: FLUSH
 DO7489_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DO7489_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7489_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7489+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2019
 DO7489_ROD/PIPE-DEPTH: 18.9 meters
 DO7489_SLEEVE-DEPTH  : 0.6 meters
 DO7489
 DO7489  HISTORY     - Date     Condition        Report By
 DO7489  HISTORY     - 20120522 MONUMENTED       ARHD
 DO7489  HISTORY     - 20160502 GOOD             USACE
 DO7489  HISTORY     - 20190801 GOOD             NGS
 DO7489
 DO7489                          STATION DESCRIPTION
 DO7489
 DO7489'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (JDH)
 DO7489'THE STATION IS LOCATED ABOUT 8.4 MI (13.5 KM) EAST-SOUTHEAST OF
 DO7489'PINNACLE, 5.2 MI (8.4 KM) WEST-NORTHWEST OF NORTH LITTLE ROCK AND 4.9
 DO7489'MI (7.9 KM) NORTHWEST OF LITTLE ROCK.
 DO7489'
 DO7489'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DO7489'
 DO7489'TO REACH FROM THE INTERSECTION OF HIGHWAY 100 AND NORTH SHORE, GO
 DO7489'SOUTH ON NORTH SHORE FOR 0.06 MI (0.1 KM) THEN TURN RIGHT ON COOKS
 DO7489'LANDING AND GO 1.1 MI (1.8 KM) TO THE STATION ON THE RIGHT.
 DO7489'
 DO7489'IT IS 86 FT (26.2 M) EAST OF THE SOUTH EAST CORNER OF THE BIG DAM
 DO7489'BRIDGE, 46 FT (14.0 M) WEST OF A LIGHT POLE, 14.5 FT (4.4 M) EAST OF A
 DO7489'LIGHT POLE AND 13 FT (4.0 M) NORTH OF OF THE ARKANSAS RIVER BANK.
 DO7489
 DO7489                          STATION RECOVERY (2016)
 DO7489
 DO7489'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2016 (SCC)
 DO7489'RECOVERED AS DESCRIBED.
 DO7489
 DO7489                          STATION RECOVERY (2019)
 DO7489
 DO7489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2019 (BW)
 DO7489'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DS1942 ***********************************************************************
 DS1942  DESIGNATION -  HOLCOMB RVR
 DS1942  PID         -  DS1942
 DS1942  STATE/COUNTY-  AR/SEBASTIAN
 DS1942  COUNTRY     -  US
 DS1942  USGS QUAD   -  BARLING (2017)
 DS1942
 DS1942                         *CURRENT SURVEY CONTROL
 DS1942  ______________________________________________________________________
 DS1942* NAD 83(1986) POSITION- 35 20 35.7    (N) 094 17 21.5    (W)   HD_HELD2
 DS1942* NAVD 88 ORTHO HEIGHT -   120.036 (meters)      393.82  (feet) ADJUSTED
 DS1942  ______________________________________________________________________
 DS1942  GEOID HEIGHT    -        -30.130 (meters)                     GEOID18
 DS1942  DYNAMIC HEIGHT  -        119.923 (meters)      393.45  (feet) COMP
 DS1942  MODELED GRAVITY -    979,690.0   (mgal)                       NAVD 88
 DS1942
 DS1942  VERT ORDER      -  FIRST     CLASS II
 DS1942
 DS1942.The horizontal coordinates were established by autonomous hand held GPS
 DS1942.observations and have an estimated accuracy of +/- 10 meters.
 DS1942
 DS1942.The orthometric height was determined by differential leveling and
 DS1942.adjusted by the NATIONAL GEODETIC SURVEY
 DS1942.in September 2024.
 DS1942
 DS1942.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS1942.GEOID18 height accuracy estimate available here.
 DS1942
 DS1942.Click photographs - Photos may exist for this station.
 DS1942
 DS1942.The dynamic height is computed by dividing the NAVD 88
 DS1942.geopotential number by the normal gravity value computed on the
 DS1942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS1942.degrees latitude (g = 980.6199 gals.).
 DS1942
 DS1942.The modeled gravity was interpolated from observed gravity values.
 DS1942
 DS1942;                    North         East    Units  Estimated Accuracy
 DS1942;SPC AR N     -   114,461.      191,920.      MT  (+/- 10 meters HH2 GPS)
 DS1942
 DS1942_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV8283811871(NAD 83)
 DS1942
 DS1942                          SUPERSEDED SURVEY CONTROL
 DS1942
 DS1942.No superseded survey control is available for this station.
 DS1942
 DS1942_MARKER: F = FLANGE-ENCASED ROD
 DS1942_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DS1942_STAMPING: HOLCOMB RVR 2024
 DS1942_MARK LOGO: ARHD
 DS1942_PROJECTION: FLUSH
 DS1942_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DS1942_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS1942_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS1942+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2024
 DS1942_ROD/PIPE-DEPTH: 10.7 meters
 DS1942_SLEEVE-DEPTH  : 0.6 meters
 DS1942
 DS1942  HISTORY     - Date     Condition        Report By
 DS1942  HISTORY     - 20240412 MONUMENTED       ARHD
 DS1942
 DS1942                          STATION DESCRIPTION
 DS1942
 DS1942'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (JDH)
 DS1942'THE MARK IS LOCATED ABOUT 6.6 MI (10.6 KM) WEST OF LAVACA, 6.4 MI
 DS1942'(10.3 KM) EAST OF SOUTH FORT SMITH AND 1.4 MI (2.3 KM) NORTH-NORTHEAST
 DS1942'OF BARLING.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DS1942'
 DS1942'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 59 AND STATE HIGHWAY
 DS1942'22, HEAD NORTH ALONG HIGHWAY 59 FOR 1.26 MI (2.03 KM) TO THE ENTRANCE
 DS1942'OF SPRINGHILL PARK CAMPGROUND.  TURN RIGHT AND HEAD EAST TO THE BOAT
 DS1942'RAMP FOR 0.50 MI (0.80 KM) TO THE STATION ON THE LEFT.
 DS1942'
 DS1942'IT IS 59 FT (18.0 M) NORTH OF THE MAIN ROAD CENTERLINE, 54 FT (16.5 M)
 DS1942'EAST OF THE ASPHALT DRIVE, 40 FT (12.2 M) SOUTH OF ARKANSAS RIVER BANK
 DS1942'AND 3 FT (0.9 M) SOUTH OF OF THE EDGE OF THE ASPHALT PARKING LOT.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1836 ***********************************************************************
 FG1836  DESIGNATION -  HOLLA BEND
 FG1836  PID         -  FG1836
 FG1836  STATE/COUNTY-  AR/POPE
 FG1836  COUNTRY     -  US
 FG1836  USGS QUAD   -  HOLLA BEND (2017)
 FG1836
 FG1836                         *CURRENT SURVEY CONTROL
 FG1836  ______________________________________________________________________
 FG1836* NAD 83(1997) POSITION- 35 09 59.06740(N) 093 03 03.86791(W)   ADJUSTED
 FG1836* NAVD 88 ORTHO HEIGHT -   104.    (meters)      341.    (feet) SCALED
 FG1836  ______________________________________________________________________
 FG1836  GEOID HEIGHT    -        -29.080 (meters)                     GEOID18
 FG1836  LAPLACE CORR    -          3.29  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1836.GEOID18 height accuracy estimate available here.
 FG1836
 FG1836.Click photographs - Photos may exist for this station.
 FG1836
 FG1836.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1836
 FG1836. The following values were computed from the NAD 83(1997) position.
 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  =   0.99958852
 FG1836
 FG1836:                Primary Azimuth Mark                     Grid Az
 FG1836:SPC AR N     -  HOLLA BEND AZ MK 2                       359 00 14.0
 FG1836:UTM  15      -  HOLLA BEND AZ MK 2                       358 25 18.1
 FG1836
 FG1836_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU9534891498(NAD 83)
 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
 FG1836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1836.See file dsdata.pdf to determine how the superseded data were derived.
 FG1836
 FG1836_MARKER: DS = TRIANGULATION STATION DISK
 FG1836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1836_STAMPING: HOLLA BEND 1940
 FG1836_MARK LOGO: CGS
 FG1836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1836+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1837 ***********************************************************************
 FG1837  DESIGNATION -  HOLLA BEND 2
 FG1837  PID         -  FG1837
 FG1837  STATE/COUNTY-  AR/POPE
 FG1837  COUNTRY     -  US
 FG1837  USGS QUAD   -  HOLLA BEND (2017)
 FG1837
 FG1837                         *CURRENT SURVEY CONTROL
 FG1837  ______________________________________________________________________
 FG1837* NAD 83(1997) POSITION- 35 09 58.94527(N) 093 03 02.17743(W)   NO CHECK
 FG1837* NAVD 88 ORTHO HEIGHT -   104.    (meters)      341.    (feet) SCALED
 FG1837  ______________________________________________________________________
 FG1837  GEOID HEIGHT    -        -29.079 (meters)                     GEOID18
 FG1837  LAPLACE CORR    -          3.29  (seconds)                    DEFLEC18
 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
 FG1837.No horizontal observational check was made to the station.
 FG1837
 FG1837.The orthometric height was scaled from a topographic map.
 FG1837
 FG1837.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1837.GEOID18 height accuracy estimate available here.
 FG1837
 FG1837.Click photographs - Photos may exist for this station.
 FG1837
 FG1837.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1837
 FG1837. The following values were computed from the NAD 83(1997) position.
 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  =   0.99958851
 FG1837
 FG1837:                Primary Azimuth Mark                     Grid Az
 FG1837:SPC AR N     -  HOLLA BEND AZ MK 2                       354 59 23.4
 FG1837:UTM  15      -  HOLLA BEND AZ MK 2                       354 24 27.5
 FG1837
 FG1837_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU9539191494(NAD 83)
 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
 FG1837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1837.See file dsdata.pdf to determine how the superseded data were derived.
 FG1837
 FG1837_MARKER: DS = TRIANGULATION STATION DISK
 FG1837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1837_STAMPING: HOLLA BEND 2 1968
 FG1837_MARK LOGO: CGS
 FG1837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1837+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1699 ***********************************************************************
 FG1699  DESIGNATION -  HOLLAND
 FG1699  PID         -  FG1699
 FG1699  STATE/COUNTY-  AR/FAULKNER
 FG1699  COUNTRY     -  US
 FG1699  USGS QUAD   -  HOLLAND (2017)
 FG1699
 FG1699                         *CURRENT SURVEY CONTROL
 FG1699  ______________________________________________________________________
 FG1699* NAD 83(1997) POSITION- 35 09 31.03657(N) 092 15 16.32537(W)   ADJUSTED
 FG1699* NAVD 88 ORTHO HEIGHT -   187.    (meters)      614.    (feet) SCALED
 FG1699  ______________________________________________________________________
 FG1699  GEOID HEIGHT    -        -27.781 (meters)                     GEOID18
 FG1699  LAPLACE CORR    -          1.74  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1699.GEOID18 height accuracy estimate available here.
 FG1699
 FG1699.Click photographs - Photos may exist for this station.
 FG1699
 FG1699.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1699
 FG1699. The following values were computed from the NAD 83(1997) position.
 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  =   0.99963183
 FG1699
 FG1699:                Primary Azimuth Mark                     Grid Az
 FG1699:SPC AR N     -  HOLLAND AZ MK                            151 00 34.1
 FG1699:UTM  15      -  HOLLAND AZ MK                            150 25 55.5
 FG1699
 FG1699_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6789490888(NAD 83)
 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
 FG1699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1699.See file dsdata.pdf to determine how the superseded data were derived.
 FG1699
 FG1699_MARKER: DS = TRIANGULATION STATION DISK
 FG1699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1699_STAMPING: HOLLAND 1962
 FG1699_MARK LOGO: CGS
 FG1699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1699+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DR7612 ***********************************************************************
 DR7612  DESIGNATION -  HOLLAND
 DR7612  PID         -  DR7612
 DR7612  STATE/COUNTY-  AR/PRAIRIE
 DR7612  COUNTRY     -  US
 DR7612  USGS QUAD   -  DE VALLS BLUFF (2017)
 DR7612
 DR7612                         *CURRENT SURVEY CONTROL
 DR7612  ______________________________________________________________________
 DR7612* NAD 83(1986) POSITION- 34 46 58.9    (N) 091 29 45.9    (W)   HD_HELD2
 DR7612* NAVD 88 ORTHO HEIGHT -    68.656 (meters)      225.25  (feet) ADJUSTED
 DR7612  ______________________________________________________________________
 DR7612  GEOID HEIGHT    -        -26.945 (meters)                     GEOID18
 DR7612  DYNAMIC HEIGHT  -         68.592 (meters)      225.04  (feet) COMP
 DR7612  MODELED GRAVITY -    979,695.7   (mgal)                       NAVD 88
 DR7612
 DR7612  VERT ORDER      -  SECOND    CLASS I
 DR7612
 DR7612.The horizontal coordinates were established by autonomous hand held GPS
 DR7612.observations and have an estimated accuracy of +/- 10 meters.
 DR7612
 DR7612.The orthometric height was determined by differential leveling and
 DR7612.adjusted by the NATIONAL GEODETIC SURVEY
 DR7612.in June 2022.
 DR7612
 DR7612.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7612.GEOID18 height accuracy estimate available here.
 DR7612
 DR7612.Click photographs - Photos may exist for this station.
 DR7612
 DR7612.The dynamic height is computed by dividing the NAVD 88
 DR7612.geopotential number by the normal gravity value computed on the
 DR7612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7612.degrees latitude (g = 980.6199 gals.).
 DR7612
 DR7612.The modeled gravity was interpolated from observed gravity values.
 DR7612
 DR7612;                    North         East    Units  Estimated Accuracy
 DR7612;SPC AR S     -   634,852.      446,123.      MT  (+/- 10 meters HH2 GPS)
 DR7612
 DR7612_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU3760150012(NAD 83)
 DR7612
 DR7612                          SUPERSEDED SURVEY CONTROL
 DR7612
 DR7612.No superseded survey control is available for this station.
 DR7612
 DR7612_MARKER: DB = BENCH MARK DISK
 DR7612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR7612_STAMPING: HOLLAND 2021
 DR7612_MARK LOGO: ARHD
 DR7612_PROJECTION: PROJECTING 20 CENTIMETERS
 DR7612_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DR7612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR7612+STABILITY: SURFACE MOTION
 DR7612_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7612+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2021
 DR7612
 DR7612  HISTORY     - Date     Condition        Report By
 DR7612  HISTORY     - 20211215 MONUMENTED       ARHD
 DR7612
 DR7612                          STATION DESCRIPTION
 DR7612
 DR7612'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2021 (JDH)
 DR7612'THE MARK IS LOCATED ABOUT 12.1 MI (19.5 KM) WEST-NORTHWEST OF
 DR7612'CLARENDON, 10.5 MI (16.9 KM) NORTH-NORTHEAST OF SLOVAK AND 4.8 MI (7.7
 DR7612'KM) EAST OF HAZEN.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7612'
 DR7612'TO REACH FROM THE INTERSECTION OF US HIGHWAY 70 AND US HIGHWAY 63,
 DR7612'HEAD WEST ALONG HIGHWAY 70 FOR 3.10 MI (4.99 KM) TO THE STATION ON THE
 DR7612'LEFT, IN A CONCRETE MONUMENT.
 DR7612'
 DR7612'IT IS 88 FT (26.8 M) NORTHWEST OF THE V OF PRAIRIE ROAD., 76 FT (23.2
 DR7612'M) SOUTH OF THE ABANDONED RAILROAD AND 50 FT (15.2 M) NORTH OF PRAIRIE
 DR7612'ROAD CENTERLINE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1878 ***********************************************************************
 EJ1878  DESIGNATION -  HOLLIDAY
 EJ1878  PID         -  EJ1878
 EJ1878  STATE/COUNTY-  AR/PULASKI
 EJ1878  COUNTRY     -  US
 EJ1878  USGS QUAD   -  MARTINDALE (2017)
 EJ1878
 EJ1878                         *CURRENT SURVEY CONTROL
 EJ1878  ______________________________________________________________________
 EJ1878* NAD 83(1997) POSITION- 34 54 38.45045(N) 092 44 43.32340(W)   ADJUSTED
 EJ1878* NAVD 88 ORTHO HEIGHT -   314.    (meters)     1030.    (feet) SCALED
 EJ1878  ______________________________________________________________________
 EJ1878  GEOID HEIGHT    -        -27.883 (meters)                     GEOID18
 EJ1878  LAPLACE CORR    -          3.08  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1878.GEOID18 height accuracy estimate available here.
 EJ1878
 EJ1878.Click photographs - Photos may exist for this station.
 EJ1878
 EJ1878.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1878
 EJ1878. The following values were computed from the NAD 83(1997) position.
 EJ1878
 EJ1878;                    North         East     Units Scale Factor Converg.
 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 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 S     -  HOLLIDAY AZ MK                           096 59 43.1
 EJ1878:UTM  15      -  HOLLIDAY AZ MK                           096 25 56.7
 EJ1878
 EJ1878_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU2326063167(NAD 83)
 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
 EJ1878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1878.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1878
 EJ1878_MARKER: DS = TRIANGULATION STATION DISK
 EJ1878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1878_STAMPING: HOLLIDAY 1940
 EJ1878_MARK LOGO: CGS
 EJ1878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1878+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1384 ***********************************************************************
 DL1384  DESIGNATION -  HOLLY
 DL1384  PID         -  DL1384
 DL1384  STATE/COUNTY-  AR/OUACHITA
 DL1384  COUNTRY     -  US
 DL1384  USGS QUAD   -  HOLLY SPRINGS (2017)
 DL1384
 DL1384                         *CURRENT SURVEY CONTROL
 DL1384  ______________________________________________________________________
 DL1384* NAD 83(1997) POSITION- 33 46 52.86353(N) 092 41 12.49272(W)   ADJUSTED
 DL1384* NAVD 88 ORTHO HEIGHT -    67.    (meters)      220.    (feet) SCALED
 DL1384  ______________________________________________________________________
 DL1384  GEOID HEIGHT    -        -26.219 (meters)                     GEOID18
 DL1384  LAPLACE CORR    -          1.08  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1384.GEOID18 height accuracy estimate available here.
 DL1384
 DL1384.Click photographs - Photos may exist for this station.
 DL1384
 DL1384.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1384
 DL1384. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT2899637957(NAD 83)
 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(1993)-  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
 DL1384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1384.See file dsdata.pdf to determine how the superseded data were derived.
 DL1384
 DL1384_MARKER: DS = TRIANGULATION STATION DISK
 DL1384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1384_STAMPING: HOLLY 1942
 DL1384_MARK LOGO: CGS
 DL1384_PROJECTION: FLUSH
 DL1384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1384+STABILITY: SURFACE MOTION
 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
 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 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 = MARCH 20, 2026 22:17:28 EDT
 EH2917 ***********************************************************************
 EH2917  DESIGNATION -  HOLLY
 EH2917  PID         -  EH2917
 EH2917  STATE/COUNTY-  AR/MONROE
 EH2917  COUNTRY     -  US
 EH2917  USGS QUAD   -  PARK GROVE (2017)
 EH2917
 EH2917                         *CURRENT SURVEY CONTROL
 EH2917  ______________________________________________________________________
 EH2917* NAD 83(1997) POSITION- 34 38 54.36835(N) 091 11 42.07823(W)   ADJUSTED
 EH2917* NAVD 88 ORTHO HEIGHT -    54.    (meters)      177.    (feet) SCALED
 EH2917  ______________________________________________________________________
 EH2917  GEOID HEIGHT    -        -26.764 (meters)                     GEOID18
 EH2917  LAPLACE CORR    -          0.34  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2917.GEOID18 height accuracy estimate available here.
 EH2917
 EH2917.Click photographs - Photos may exist for this station.
 EH2917
 EH2917.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2917
 EH2917. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999573  x   0.99997577  =   0.99997150
 EH2917!UTM  15      -   0.99999573  x   0.99993727  =   0.99993300
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU6541835538(NAD 83)
 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
 EH2917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2917.See file dsdata.pdf to determine how the superseded data were derived.
 EH2917
 EH2917_MARKER: DS = TRIANGULATION STATION DISK
 EH2917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2917_STAMPING: HOLLY 1965
 EH2917_MARK LOGO: CGS
 EH2917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2917+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2915 ***********************************************************************
 EH2915  DESIGNATION -  HOLLY GROVE GRAIN ELEVATOR
 EH2915  PID         -  EH2915
 EH2915  STATE/COUNTY-  AR/MONROE
 EH2915  COUNTRY     -  US
 EH2915  USGS QUAD   -  HOLLY GROVE (2017)
 EH2915
 EH2915                         *CURRENT SURVEY CONTROL
 EH2915  ______________________________________________________________________
 EH2915* NAD 83(1997) POSITION- 34 35 51.61126(N) 091 12 51.76995(W)   ADJUSTED
 EH2915  ______________________________________________________________________
 EH2915  GEOID HEIGHT    -        -26.773 (meters)                     GEOID18
 EH2915  LAPLACE CORR    -          0.03  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2915.GEOID18 height accuracy estimate available here.
 EH2915
 EH2915.Click photographs - Photos may exist for this station.
 EH2915
 EH2915.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2915
 EH2915. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU6374329876(NAD 83)
 EH2915
 EH2915                          SUPERSEDED SURVEY CONTROL
 EH2915
 EH2915  NAD 83(1986)-  34 35 51.61842(N)    091 12 51.76628(W) AD(       ) 3
 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
 EH2915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2915.See file dsdata.pdf to determine how the superseded data were derived.
 EH2915
 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 (RAT)
 EH2915'THE STATION IS THE CENTER OF THE TOP OF THE ELEVATOR, LOCATED ALONG
 EH2915'THE NORTH SIDE OF STATE HIGHWAY 86, 0.8 MILE WEST OF THE RAILROAD
 EH2915'DEPOT IN HOLLY GROVE.  IT IS A ROUND WHITE CONCRETE STRUCTURE WITH AN
 EH2915'ALUMINUM TOP.  IT IS OWNED AND OPERATED BY THE ARKANSAS RICE GROWERS
 EH2915'CO-OP AND IS KNOWN AS THE WHEATLEY GRAIN DRYER.  THE OVERALL HEIGHT IS
 EH2915'130 FEET.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH2913 ***********************************************************************
 EH2913  DESIGNATION -  HOLLY GROVE MUNICIPAL TANK
 EH2913  PID         -  EH2913
 EH2913  STATE/COUNTY-  AR/MONROE
 EH2913  COUNTRY     -  US
 EH2913  USGS QUAD   -  HOLLY GROVE (2017)
 EH2913
 EH2913                         *CURRENT SURVEY CONTROL
 EH2913  ______________________________________________________________________
 EH2913* NAD 83(1997) POSITION- 34 35 48.03168(N) 091 12 08.28534(W)   ADJUSTED
 EH2913  ______________________________________________________________________
 EH2913  GEOID HEIGHT    -        -26.772 (meters)                     GEOID18
 EH2913  LAPLACE CORR    -          0.01  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2913.GEOID18 height accuracy estimate available here.
 EH2913
 EH2913.Click photographs - Photos may exist for this station.
 EH2913
 EH2913.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2913
 EH2913. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU6485329786(NAD 83)
 EH2913
 EH2913                          SUPERSEDED SURVEY CONTROL
 EH2913
 EH2913  NAD 83(1986)-  34 35 48.03904(N)    091 12 08.28166(W) AD(       ) 3
 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
 EH2913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2913.See file dsdata.pdf to determine how the superseded data were derived.
 EH2913
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1383 ***********************************************************************
 DL1383  DESIGNATION -  HOLMES
 DL1383  PID         -  DL1383
 DL1383  STATE/COUNTY-  AR/DALLAS
 DL1383  COUNTRY     -  US
 DL1383  USGS QUAD   -  HOLLY SPRINGS (2017)
 DL1383
 DL1383                         *CURRENT SURVEY CONTROL
 DL1383  ______________________________________________________________________
 DL1383* NAD 83(1997) POSITION- 33 51 26.04634(N) 092 41 21.99615(W)   ADJUSTED
 DL1383* NAVD 88 ORTHO HEIGHT -    67.    (meters)      220.    (feet) SCALED
 DL1383  ______________________________________________________________________
 DL1383  GEOID HEIGHT    -        -26.245 (meters)                     GEOID18
 DL1383  LAPLACE CORR    -          1.11  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1383.GEOID18 height accuracy estimate available here.
 DL1383
 DL1383.Click photographs - Photos may exist for this station.
 DL1383
 DL1383.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1383
 DL1383. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT2872746370(NAD 83)
 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(1993)-  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
 DL1383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1383.See file dsdata.pdf to determine how the superseded data were derived.
 DL1383
 DL1383_MARKER: DS = TRIANGULATION STATION DISK
 DL1383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1383_STAMPING: HOLMES 1964
 DL1383_MARK LOGO: CGS
 DL1383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1383+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1816 ***********************************************************************
 FF1816  DESIGNATION -  HOLMES RESET
 FF1816  PID         -  FF1816
 FF1816  STATE/COUNTY-  AR/WOODRUFF
 FF1816  COUNTRY     -  US
 FF1816  USGS QUAD   -  FAIR OAKS (2017)
 FF1816
 FF1816                         *CURRENT SURVEY CONTROL
 FF1816  ______________________________________________________________________
 FF1816* NAD 83(1997) POSITION- 35 09 03.77044(N) 091 05 44.71391(W)   ADJUSTED
 FF1816* NAVD 88 ORTHO HEIGHT -    67.    (meters)      220.    (feet) SCALED
 FF1816  ______________________________________________________________________
 FF1816  GEOID HEIGHT    -        -27.163 (meters)                     GEOID18
 FF1816  LAPLACE CORR    -          0.87  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1816.GEOID18 height accuracy estimate available here.
 FF1816
 FF1816.Click photographs - Photos may exist for this station.
 FF1816
 FF1816.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1816
 FF1816. The following values were computed from the NAD 83(1997) position.
 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     -  ORCHARD                                  284 12 26.6
 FF1816:UTM  15      -  ORCHARD                                  283 38 13.0
 FF1816
 FF1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU7345691453(NAD 83)
 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
 FF1816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1816.See file dsdata.pdf to determine how the superseded data were derived.
 FF1816
 FF1816_MARKER: DS = TRIANGULATION STATION DISK
 FF1816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1816_STAMPING: HOLMES 1954 1970
 FF1816_MARK LOGO: CGS
 FF1816_PROJECTION: RECESSED 15 CENTIMETERS
 FF1816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1816+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GF1021 ***********************************************************************
 GF1021  DESIGNATION -  HOMEPORT AZ MK
 GF1021  PID         -  GF1021
 GF1021  STATE/COUNTY-  AR/BAXTER
 GF1021  COUNTRY     -  US
 GF1021  USGS QUAD   -  MOUNTAIN HOME WEST (2017)
 GF1021
 GF1021                         *CURRENT SURVEY CONTROL
 GF1021  ______________________________________________________________________
 GF1021* NAD 83(1997) POSITION- 36 21 51.47900(N) 092 28 38.43798(W)   ADJUSTED
 GF1021* NAD 83(1997) ELLIP HT-   255.158 (meters)        (09/24/01)   ADJUSTED
 GF1021* NAVD 88 ORTHO HEIGHT -   283.5   (meters)      930.    (feet) VERTCON3
 GF1021  ______________________________________________________________________
 GF1021  GEOID HEIGHT    -        -28.435 (meters)                     GEOID18
 GF1021  NAD 83(1997) X  -   -222,274.237 (meters)                     COMP
 GF1021  NAD 83(1997) Y  - -5,137,533.989 (meters)                     COMP
 GF1021  NAD 83(1997) Z  -  3,760,970.556 (meters)                     COMP
 GF1021  LAPLACE CORR    -          0.47  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF1021.GEOID18 height accuracy estimate available here.
 GF1021
 GF1021.Click photographs - Photos may exist for this station.
 GF1021
 GF1021.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GF1021
 GF1021.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF1021
 GF1021.The ellipsoidal height was determined by GPS observations
 GF1021.and is referenced to NAD 83.
 GF1021
 GF1021. The following values were computed from the NAD 83(1997) position.
 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  =   0.99998847
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA4688824482(NAD 83)
 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)  255.173  (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)  RAPSU86  model used  GPS OBS        
 GF1021
 GF1021.Superseded values are not recommended for survey control.
 GF1021
 GF1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF1021.See file dsdata.pdf to determine how the superseded data were derived.
 GF1021
 GF1021_MARKER: DZ = AZIMUTH MARK DISK
 GF1021_SETTING: 66 = SET 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 = MARCH 20, 2026 22:17:28 EDT
 GE1028 ***********************************************************************
 GE1028  DESIGNATION -  HOOKER
 GE1028  PID         -  GE1028
 GE1028  STATE/COUNTY-  AR/GREENE
 GE1028  COUNTRY     -  US
 GE1028  USGS QUAD   -  LAFE (2017)
 GE1028
 GE1028                         *CURRENT SURVEY CONTROL
 GE1028  ______________________________________________________________________
 GE1028* NAD 83(1997) POSITION- 36 11 42.98238(N) 090 35 18.18652(W)   ADJUSTED
 GE1028* NAVD 88 ORTHO HEIGHT -   174.    (meters)      571.    (feet) SCALED
 GE1028  ______________________________________________________________________
 GE1028  GEOID HEIGHT    -        -28.340 (meters)                     GEOID18
 GE1028  LAPLACE CORR    -          0.81  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE1028.GEOID18 height accuracy estimate available here.
 GE1028
 GE1028.Click photographs - Photos may exist for this station.
 GE1028
 GE1028.The Laplace correction was computed from DEFLEC18 derived deflections.
 GE1028
 GE1028. The following values were computed from the NAD 83(1997) position.
 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 03.1
 GE1028:UTM  15      -  HOPEWELL                                 066 02 51.3
 GE1028
 GE1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA1683508303(NAD 83)
 GE1028
 GE1028|---------------------------------------------------------------------|
 GE1028| PID    Reference Object                     Distance      Geod. Az  |
 GE1028|                                                           dddmmss.s |
 GE1028| GE1014 HOPEWELL                            APPROX.17.3 KM 0672820.2 |
 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
 GE1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1028.See file dsdata.pdf to determine how the superseded data were derived.
 GE1028
 GE1028_MARKER: DS = TRIANGULATION STATION DISK
 GE1028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE1028_STAMPING: HOOKER 1955
 GE1028_MARK LOGO: CGS
 GE1028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE1028+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 AE2984 ***********************************************************************
 AE2984  FBN         -  This is a Federal Base Network Control Station.
 AE2984  DESIGNATION -  HOPE 1
 AE2984  PID         -  AE2984
 AE2984  STATE/COUNTY-  AR/HEMPSTEAD
 AE2984  COUNTRY     -  US
 AE2984  USGS QUAD   -  HOPE (2017)
 AE2984
 AE2984                         *CURRENT SURVEY CONTROL
 AE2984  ______________________________________________________________________
 AE2984* NAD 83(2011) POSITION- 33 41 46.81966(N) 093 36 02.36329(W)   ADJUSTED
 AE2984* NAD 83(2011) ELLIP HT-    81.107 (meters)        (06/27/12)   ADJUSTED
 AE2984* NAD 83(2011) EPOCH   -  2010.00
 AE2984* NAVD 88 ORTHO HEIGHT -   108.058 (meters)      354.52  (feet) ADJUSTED
 AE2984  ______________________________________________________________________
 AE2984  GEOID HEIGHT    -        -26.978 (meters)                     GEOID18
 AE2984  NAD 83(2011) X  -   -333,609.412 (meters)                     COMP
 AE2984  NAD 83(2011) Y  - -5,301,600.453 (meters)                     COMP
 AE2984  NAD 83(2011) Z  -  3,518,518.143 (meters)                     COMP
 AE2984  LAPLACE CORR    -          1.02  (seconds)                    DEFLEC18
 AE2984  DYNAMIC HEIGHT  -        107.945 (meters)      354.15  (feet) COMP
 AE2984  MODELED GRAVITY -    979,586.4   (mgal)                       NAVD 88
 AE2984
 AE2984  VERT ORDER      -  SECOND    CLASS I
 AE2984
 AE2984  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AE2984  Standards:
 AE2984         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AE2984            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AE2984  -------------------------------------------------------------------
 AE2984  NETWORK    0.18   0.39           0.08   0.07   0.20      0.03292977
 AE2984  -------------------------------------------------------------------
 AE2984  Click here for local accuracies and other accuracy information.
 AE2984
 AE2984.The horizontal coordinates were established by GPS observations
 AE2984.and adjusted by the National Geodetic Survey in June 2012.
 AE2984
 AE2984.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AE2984.been affixed to the stable North American tectonic plate. See 
 AE2984.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AE2984
 AE2984.The horizontal coordinates are valid at the epoch date displayed above
 AE2984.which is a decimal equivalence of Year/Month/Day.
 AE2984
 AE2984.The orthometric height was determined by differential leveling and
 AE2984.adjusted by the NATIONAL GEODETIC SURVEY
 AE2984.in February 2014.
 AE2984
 AE2984.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE2984.GEOID18 height accuracy estimate available here.
 AE2984
 AE2984.Click photographs - Photos may exist for this station.
 AE2984
 AE2984.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2984
 AE2984.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE2984
 AE2984.The ellipsoidal height was determined by GPS observations
 AE2984.and is referenced to NAD 83.
 AE2984
 AE2984.The dynamic height is computed by dividing the NAVD 88
 AE2984.geopotential number by the normal gravity value computed on the
 AE2984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2984.degrees latitude (g = 980.6199 gals.).
 AE2984
 AE2984.The modeled gravity was interpolated from observed gravity values.
 AE2984
 AE2984. The following values were computed from the NAD 83(2011) position.
 AE2984
 AE2984;                    North         East     Units Scale Factor Converg.
 AE2984;SPC AR S     -   515,363.417   251,615.161   MT  0.99993577   -0 53 45.1
 AE2984;SPC AR S     - 1,690,821.48    825,507.41   sFT  0.99993577   -0 53 45.1
 AE2984;UTM  15      - 3,728,649.341   444,333.685   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT4433328649(NAD 83)
 AE2984
 AE2984|---------------------------------------------------------------------|
 AE2984| PID    Reference Object                     Distance      Geod. Az  |
 AE2984|                                                           dddmmss.s |
 AE2984| AE2991 HOPE 2                              248.941 METERS 30629     |
 AE2984|---------------------------------------------------------------------|
 AE2984
 AE2984                          SUPERSEDED SURVEY CONTROL
 AE2984
 AE2984  NAD 83(2007)-  33 41 46.81972(N)    093 36 02.36410(W) AD(2002.00) 0
 AE2984  ELLIP H (02/10/07)   81.127  (m)                       GP(2002.00)    
 AE2984  ELLIP H (07/20/01)   81.121  (m)                       GP(       ) 4 1
 AE2984  NAD 83(1997)-  33 41 46.81920(N)    093 36 02.36417(W) AD(       ) A
 AE2984  ELLIP H (09/19/97)   81.096  (m)                       GP(       ) 3 2
 AE2984  NAVD 88 (07/20/01)  108.1    (m)  GEOID99  model used  GPS OBS        
 AE2984  NAVD 88 (09/19/97)  108.1    (m)  GEOID96  model used  GPS OBS        
 AE2984
 AE2984.Superseded values are not recommended for survey control.
 AE2984
 AE2984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2984.See file dsdata.pdf to determine how the superseded data were derived.
 AE2984
 AE2984_MARKER: F = FLANGE-ENCASED 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 - March 15, 2016
 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  HISTORY     - 20130313 GOOD             ARHD
 AE2984  HISTORY     - 20160315 GOOD             ARHD
 AE2984
 AE2984                          STATION DESCRIPTION
 AE2984
 AE2984'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 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.
 AE2984
 AE2984                          STATION RECOVERY (2013)
 AE2984
 AE2984'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (JDH)
 AE2984'RECOVERED AS DESCRIBED.
 AE2984
 AE2984                          STATION RECOVERY (2016)
 AE2984
 AE2984'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 AE2984'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 AE2991 ***********************************************************************
 AE2991  CBN         -  This is a Cooperative Base Network Control Station.
 AE2991  DESIGNATION -  HOPE 2
 AE2991  PID         -  AE2991
 AE2991  STATE/COUNTY-  AR/HEMPSTEAD
 AE2991  COUNTRY     -  US
 AE2991  USGS QUAD   -  HOPE (2017)
 AE2991
 AE2991                         *CURRENT SURVEY CONTROL
 AE2991  ______________________________________________________________________
 AE2991* NAD 83(2011) POSITION- 33 41 51.62374(N) 093 36 10.13547(W)   ADJUSTED
 AE2991* NAD 83(2011) ELLIP HT-    80.027 (meters)        (06/27/12)   ADJUSTED
 AE2991* NAD 83(2011) EPOCH   -  2010.00
 AE2991* NAVD 88 ORTHO HEIGHT -   106.983 (meters)      350.99  (feet) ADJUSTED
 AE2991  ______________________________________________________________________
 AE2991  GEOID HEIGHT    -        -26.980 (meters)                     GEOID18
 AE2991  NAD 83(2011) X  -   -333,803.963 (meters)                     COMP
 AE2991  NAD 83(2011) Y  - -5,301,505.024 (meters)                     COMP
 AE2991  NAD 83(2011) Z  -  3,518,640.691 (meters)                     COMP
 AE2991  LAPLACE CORR    -          1.02  (seconds)                    DEFLEC18
 AE2991  DYNAMIC HEIGHT  -        106.870 (meters)      350.62  (feet) COMP
 AE2991  MODELED GRAVITY -    979,586.5   (mgal)                       NAVD 88
 AE2991
 AE2991  VERT ORDER      -  SECOND    CLASS I
 AE2991
 AE2991  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AE2991  Standards:
 AE2991         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AE2991            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AE2991  -------------------------------------------------------------------
 AE2991  NETWORK    0.39   0.49           0.18   0.13   0.25      0.05132325
 AE2991  -------------------------------------------------------------------
 AE2991  Click here for local accuracies and other accuracy information.
 AE2991
 AE2991.The horizontal coordinates were established by GPS observations
 AE2991.and adjusted by the National Geodetic Survey in June 2012.
 AE2991
 AE2991.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AE2991.been affixed to the stable North American tectonic plate. See 
 AE2991.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AE2991
 AE2991.The horizontal coordinates are valid at the epoch date displayed above
 AE2991.which is a decimal equivalence of Year/Month/Day.
 AE2991
 AE2991.The orthometric height was determined by differential leveling and
 AE2991.adjusted by the NATIONAL GEODETIC SURVEY
 AE2991.in February 2014.
 AE2991
 AE2991.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE2991.GEOID18 height accuracy estimate available here.
 AE2991
 AE2991.Click photographs - Photos may exist for this station.
 AE2991
 AE2991.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2991
 AE2991.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE2991
 AE2991.The ellipsoidal height was determined by GPS observations
 AE2991.and is referenced to NAD 83.
 AE2991
 AE2991.The dynamic height is computed by dividing the NAVD 88
 AE2991.geopotential number by the normal gravity value computed on the
 AE2991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2991.degrees latitude (g = 980.6199 gals.).
 AE2991
 AE2991.The modeled gravity was interpolated from observed gravity values.
 AE2991
 AE2991. The following values were computed from the NAD 83(2011) position.
 AE2991
 AE2991;                    North         East     Units Scale Factor Converg.
 AE2991;SPC AR S     -   515,514.536   251,417.356   MT  0.99993564   -0 53 49.5
 AE2991;SPC AR S     - 1,691,317.27    824,858.44   sFT  0.99993564   -0 53 49.5
 AE2991;UTM  15      - 3,728,798.466   444,134.464   MT  0.99963847   -0 20 04.0
 AE2991
 AE2991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2991!SPC AR S     -   0.99998744  x   0.99993564  =   0.99992308
 AE2991!UTM  15      -   0.99998744  x   0.99963847  =   0.99962591
 AE2991
 AE2991_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT4413428798(NAD 83)
 AE2991
 AE2991|---------------------------------------------------------------------|
 AE2991| PID    Reference Object                     Distance      Geod. Az  |
 AE2991|                                                           dddmmss.s |
 AE2991| AE2984 HOPE 1                              248.941 METERS 12629     |
 AE2991|---------------------------------------------------------------------|
 AE2991
 AE2991                          SUPERSEDED SURVEY CONTROL
 AE2991
 AE2991  NAD 83(2007)-  33 41 51.62381(N)    093 36 10.13628(W) AD(2002.00) 0
 AE2991  ELLIP H (02/10/07)   80.047  (m)                       GP(2002.00)    
 AE2991  ELLIP H (09/21/01)   80.040  (m)                       GP(       ) 4 2
 AE2991  NAD 83(1997)-  33 41 51.62329(N)    093 36 10.13633(W) AD(       ) B
 AE2991  ELLIP H (09/19/97)   80.016  (m)                       GP(       ) 4 1
 AE2991  NAVD 88 (09/19/97)  107.0    (m)  GEOID96  model used  GPS OBS        
 AE2991
 AE2991.Superseded values are not recommended for survey control.
 AE2991
 AE2991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2991.See file dsdata.pdf to determine how the superseded data were derived.
 AE2991
 AE2991_MARKER: F = FLANGE-ENCASED 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 - March 13, 2013
 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  HISTORY     - 20130313 GOOD             ARHD
 AE2991
 AE2991                          STATION DESCRIPTION
 AE2991
 AE2991'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 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.
 AE2991
 AE2991                          STATION RECOVERY (2013)
 AE2991
 AE2991'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (JDH)
 AE2991'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 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  COUNTRY     -  US
 DH7103  USGS QUAD   -  HOPE (2017)
 DH7103
 DH7103                         *CURRENT SURVEY CONTROL
 DH7103  ______________________________________________________________________
 DH7103* NAD 83(2011) POSITION- 33 41 45.77867(N) 093 36 01.95700(W)   ADJUSTED
 DH7103* NAD 83(2011) ELLIP HT-    85.698 (meters)        (04/??/25)   ADJUSTED
 DH7103* NAD 83(2011) EPOCH   -  2010.00
 DH7103* NAVD 88 ORTHO HEIGHT -   112.689 (meters)      369.71  (feet) ADJUSTED
 DH7103  ______________________________________________________________________
 DH7103  GEOID HEIGHT    -        -26.978 (meters)                     GEOID18
 DH7103  NAD 83(2011) X  -   -333,600.327 (meters)                     COMP
 DH7103  NAD 83(2011) Y  - -5,301,622.681 (meters)                     COMP
 DH7103  NAD 83(2011) Z  -  3,518,494.005 (meters)                     COMP
 DH7103  VERT ORDER      -  SECOND    CLASS I
 DH7103
 DH7103  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH7103  Standards:
 DH7103         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH7103            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH7103  -------------------------------------------------------------------
 DH7103  NETWORK    0.30   0.35           0.12   0.12   0.18     -0.38551900
 DH7103  -------------------------------------------------------------------
 DH7103
 DH7103.The coordinates were established by GPS observations
 DH7103.and adjusted by the National Geodetic Survey in April 2025.
 DH7103
 DH7103.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH7103.been affixed to the stable North American Tectonic Plate. 
 DH7103
 DH7103.The coordinates are valid at the epoch date displayed above
 DH7103.which is a decimal equivalence of Year/Month/Day.
 DH7103
 DH7103.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DH7103.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DH7103.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DH7103.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DH7103.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DH7103.published epoch of 2010.00.
 DH7103
 DH7103.Additional information on MYCS is available at:
 DH7103.https://geodesy.noaa.gov/CORS/index.shtml
 DH7103
 DH7103.The orthometric height was determined by differential leveling and
 DH7103.adjusted by the NATIONAL GEODETIC SURVEY
 DH7103.in February 2014.
 DH7103
 DH7103.No vertical observational check was made to the station.
 DH7103
 DH7103.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH7103.GEOID18 height accuracy estimate available here.
 DH7103
 DH7103.The PID for the CORS L1 Phase Center is DR5943.
 DH7103
 DH7103.Click photographs - Photos may exist for this station.
 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 following values were computed from the NAD 83(2011) position.
 DH7103
 DH7103;                    North         East     Units Scale Factor Converg.
 DH7103;SPC AR S     -   515,331.187   251,625.121   MT  0.99993580   -0 53 44.9
 DH7103;SPC AR S     - 1,690,715.74    825,540.08   sFT  0.99993580   -0 53 44.9
 DH7103;UTM  15      - 3,728,617.219   444,343.958   MT  0.99963819   -0 19 59.5
 DH7103
 DH7103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7103!SPC AR S     -   0.99998655  x   0.99993580  =   0.99992235
 DH7103!UTM  15      -   0.99998655  x   0.99963819  =   0.99962474
 DH7103
 DH7103_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT4434328617(NAD 83)
 DH7103
 DH7103                          SUPERSEDED SURVEY CONTROL
 DH7103
 DH7103  NAD 83(2011)-  33 41 45.77874(N)    093 36 01.95733(W) AD(2010.00) c
 DH7103  ELLIP H (06/??/19)   85.686  (m)                       GP(2010.00) c c
 DH7103  NAD 83(2011)-  33 41 45.77875(N)    093 36 01.95699(W) AD(2010.00) c
 DH7103  ELLIP H (08/??/11)   85.699  (m)                       GP(2010.00) c c
 DH7103  NAD 83(CORS)-  33 41 45.77881(N)    093 36 01.95741(W) AD(2002.00) c
 DH7103  ELLIP H (11/??/05)   85.694  (m)                       GP(2002.00) c c
 DH7103
 DH7103.Superseded values are not recommended for survey control.
 DH7103
 DH7103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH7103.See file dsdata.pdf to determine how the superseded data were derived.
 DH7103
 DH7103_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH7103
 DH7103                          STATION DESCRIPTION
 DH7103
 DH7103'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DH7103'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DH7103'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DH7103'AND LOG FILES ACCESSIBLE AT:
 DH7103'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL1554 ***********************************************************************
 DL1554  DESIGNATION -  HOPE FIRST BAP CH SPIRE
 DL1554  PID         -  DL1554
 DL1554  STATE/COUNTY-  AR/HEMPSTEAD
 DL1554  COUNTRY     -  US
 DL1554  USGS QUAD   -  HOPE (2017)
 DL1554
 DL1554                         *CURRENT SURVEY CONTROL
 DL1554  ______________________________________________________________________
 DL1554* NAD 83(1997) POSITION- 33 39 58.90391(N) 093 35 28.10184(W)   ADJUSTED
 DL1554  ______________________________________________________________________
 DL1554  GEOID HEIGHT    -        -26.961 (meters)                     GEOID18
 DL1554  LAPLACE CORR    -          1.25  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1554.GEOID18 height accuracy estimate available here.
 DL1554
 DL1554.Click photographs - Photos may exist for this station.
 DL1554
 DL1554.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1554
 DL1554. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT4519625320(NAD 83)
 DL1554
 DL1554                          SUPERSEDED SURVEY CONTROL
 DL1554
 DL1554  NAD 83(1993)-  33 39 58.91115(N)    093 35 28.09494(W) AD(       ) 3
 DL1554  NAD 83(1986)-  33 39 58.91337(N)    093 35 28.09105(W) AD(       ) 3
 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
 DL1554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1554.See file dsdata.pdf to determine how the superseded data were derived.
 DL1554
 DL1554_MARKER: 90 = CHURCH SPIRE
 DL1554_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1554+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2010
 DL1554
 DL1554  HISTORY     - Date     Condition        Report By
 DL1554  HISTORY     - 1951     FIRST OBSERVED   CGS
 DL1554  HISTORY     - 20101204 GOOD             GEOCAC
 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.
 DL1554
 DL1554                          STATION RECOVERY (2010)
 DL1554
 DL1554'RECOVERY NOTE BY GEOCACHING 2010 (JA)
 DL1554'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EK0870 ***********************************************************************
 EK0870  DESIGNATION -  HOPE RESET
 EK0870  PID         -  EK0870
 EK0870  STATE/COUNTY-  AR/SEVIER
 EK0870  COUNTRY     -  US
 EK0870  USGS QUAD   -  GILLHAM DAM (2017)
 EK0870
 EK0870                         *CURRENT SURVEY CONTROL
 EK0870  ______________________________________________________________________
 EK0870* NAD 83(1997) POSITION- 34 09 50.43082(N) 094 09 11.01146(W)   ADJUSTED
 EK0870* NAVD 88 ORTHO HEIGHT -   225.1   (meters)      739.    (feet) VERTCON3
 EK0870  ______________________________________________________________________
 EK0870  GEOID HEIGHT    -        -28.035 (meters)                     GEOID18
 EK0870  LAPLACE CORR    -          1.86  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0870.GEOID18 height accuracy estimate available here.
 EK0870
 EK0870.Click photographs - Photos may exist for this station.
 EK0870
 EK0870.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0870
 EK0870. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT9371980941(NAD 83)
 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(1993)-  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
 EK0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0870.See file dsdata.pdf to determine how the superseded data were derived.
 EK0870
 EK0870_MARKER: DH = HORIZONTAL CONTROL DISK
 EK0870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0870_STAMPING: HOPE 1930 1974
 EK0870_MARK LOGO: NGS
 EK0870_PROJECTION: FLUSH
 EK0870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0870+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DQ8704 ***********************************************************************
 DQ8704  DESIGNATION -  HOPEDALE
 DQ8704  PID         -  DQ8704
 DQ8704  STATE/COUNTY-  AR/DESHA
 DQ8704  COUNTRY     -  US
 DQ8704  USGS QUAD   -  WINCHESTER (2017)
 DQ8704
 DQ8704                         *CURRENT SURVEY CONTROL
 DQ8704  ______________________________________________________________________
 DQ8704* NAD 83(2011) POSITION- 33 47 25.41788(N) 091 27 58.98420(W)   ADJUSTED
 DQ8704* NAD 83(2011) ELLIP HT-    21.093 (meters)        (02/01/24)   ADJUSTED
 DQ8704* NAD 83(2011) EPOCH   -  2010.00
 DQ8704* NAVD 88 ORTHO HEIGHT -    47.101 (meters)      154.53  (feet) ADJUSTED
 DQ8704  ______________________________________________________________________
 DQ8704  GEOID HEIGHT    -        -26.072 (meters)                     GEOID18
 DQ8704  NAD 83(2011) X  -   -135,789.077 (meters)                     COMP
 DQ8704  NAD 83(2011) Y  - -5,304,503.865 (meters)                     COMP
 DQ8704  NAD 83(2011) Z  -  3,527,159.751 (meters)                     COMP
 DQ8704  LAPLACE CORR    -         -2.22  (seconds)                    DEFLEC18
 DQ8704  DYNAMIC HEIGHT  -         47.054 (meters)      154.38  (feet) COMP
 DQ8704  MODELED GRAVITY -    979,626.4   (mgal)                       NAVD 88
 DQ8704
 DQ8704  VERT ORDER      -  SECOND    CLASS I
 DQ8704
 DQ8704  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ8704  Standards:
 DQ8704         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ8704            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ8704  -------------------------------------------------------------------
 DQ8704  NETWORK    0.94   1.53           0.40   0.37   0.78     -0.08628060
 DQ8704  -------------------------------------------------------------------
 DQ8704  Click here for local accuracies and other accuracy information.
 DQ8704
 DQ8704.The horizontal coordinates were established by GPS observations
 DQ8704.and adjusted by the ARKANSAS DEPT OF TRANS in February 2024.
 DQ8704
 DQ8704.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ8704.been affixed to the stable North American tectonic plate. See 
 DQ8704.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ8704
 DQ8704.The horizontal coordinates are valid at the epoch date displayed above
 DQ8704.which is a decimal equivalence of Year/Month/Day.
 DQ8704
 DQ8704.The orthometric height was determined by differential leveling and
 DQ8704.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8704.in July 2018.
 DQ8704
 DQ8704.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8704.GEOID18 height accuracy estimate available here.
 DQ8704
 DQ8704.Click photographs - Photos may exist for this station.
 DQ8704
 DQ8704.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ8704
 DQ8704.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ8704
 DQ8704.The ellipsoidal height was determined by GPS observations
 DQ8704.and is referenced to NAD 83.
 DQ8704
 DQ8704.The dynamic height is computed by dividing the NAVD 88
 DQ8704.geopotential number by the normal gravity value computed on the
 DQ8704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8704.degrees latitude (g = 980.6199 gals.).
 DQ8704
 DQ8704.The modeled gravity was interpolated from observed gravity values.
 DQ8704
 DQ8704. The following values were computed from the NAD 83(2011) position.
 DQ8704
 DQ8704;                    North         East     Units Scale Factor Converg.
 DQ8704;SPC AR S     -   524,763.778   449,414.901   MT  0.99992749   +0 17 55.2
 DQ8704;SPC AR S     - 1,721,662.49  1,474,455.39   sFT  0.99992749   +0 17 55.2
 DQ8704;UTM  15      - 3,739,972.596   641,979.496   MT  0.99984851   +0 51 11.1
 DQ8704
 DQ8704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ8704!SPC AR S     -   0.99999669  x   0.99992749  =   0.99992418
 DQ8704!UTM  15      -   0.99999669  x   0.99984851  =   0.99984520
 DQ8704
 DQ8704_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT4197939972(NAD 83)
 DQ8704
 DQ8704                          SUPERSEDED SURVEY CONTROL
 DQ8704
 DQ8704  NAD 83(2011)-  33 47 25.41835(N)    091 27 58.98411(W) AD(2010.00) 0
 DQ8704  ELLIP H (06/24/19)   21.030  (m)                       GP(2010.00)    
 DQ8704
 DQ8704.Superseded values are not recommended for survey control.
 DQ8704
 DQ8704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ8704.See file dsdata.pdf to determine how the superseded data were derived.
 DQ8704
 DQ8704_MARKER: F = FLANGE-ENCASED ROD
 DQ8704_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DQ8704_STAMPING: HOPEDALE 2018
 DQ8704_MARK LOGO: ARHD
 DQ8704_PROJECTION: FLUSH
 DQ8704_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DQ8704_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8704_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8704+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2022
 DQ8704_ROD/PIPE-DEPTH: 45.1 meters
 DQ8704_SLEEVE-DEPTH  : 0.6 meters
 DQ8704
 DQ8704  HISTORY     - Date     Condition        Report By
 DQ8704  HISTORY     - 20180313 MONUMENTED       ARHD
 DQ8704  HISTORY     - 20220810 GOOD             ARHD
 DQ8704
 DQ8704                          STATION DESCRIPTION
 DQ8704
 DQ8704'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (JDH)
 DQ8704'THE STATION IS LOCATED ABOUT 8.3 MI (13.4 KM) EAST-SOUTHEAST OF GOURD,
 DQ8704'6.8 MI (10.9 KM) SOUTH-SOUTHEAST OF DUMAS AND 1.2 MI (1.9 KM)
 DQ8704'NORTH-NORTHEAST OF WINCHESTER.  OWNERSHIP--HOPEDALE MISSIONARY BAPTIST
 DQ8704'CHURCH.
 DQ8704'
 DQ8704'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 138,
 DQ8704'GO NORTH ON HIGHWAY 65 FOR 0.95 MI (1.53 KM) TO THE STATION ON THE
 DQ8704'LEFT, A ROD MARK.
 DQ8704'
 DQ8704'IT IS 52 FT (15.8 M) SOUTHWEST OF A POWER POLE WITH GUY WIRE, 33 FT
 DQ8704'(10.1 M) SOUTHEAST OF THE SOUTH SIDE OF EFFIE MARIE PONDER GREEN
 DQ8704'HEADSTONE AND 2 FT (0.6 M) EAST OF A WITNESS POST.
 DQ8704'
 DQ8704'NOTE-ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH (13 CM) LOGO CAP.
 DQ8704
 DQ8704                          STATION RECOVERY (2022)
 DQ8704
 DQ8704'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2022 (CW)
 DQ8704'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1055 ***********************************************************************
 FF1055  DESIGNATION -  HOPEFIELD
 FF1055  PID         -  FF1055
 FF1055  STATE/COUNTY-  AR/CRITTENDEN
 FF1055  COUNTRY     -  US
 FF1055  USGS QUAD   -  NORTHWEST MEMPHIS (2019)
 FF1055
 FF1055                         *CURRENT SURVEY CONTROL
 FF1055  ______________________________________________________________________
 FF1055* NAD 83(1997) POSITION- 35 09 09.55135(N) 090 04 14.72450(W)   ADJUSTED
 FF1055* NAVD 88 ORTHO HEIGHT -    66.368 (meters)      217.74  (feet) POSTED
 FF1055  ______________________________________________________________________
 FF1055  GEOID HEIGHT    -        -27.340 (meters)                     GEOID18
 FF1055  LAPLACE CORR    -         -0.47  (seconds)                    DEFLEC18
 FF1055  DYNAMIC HEIGHT  -         66.31  (meters)      217.6   (feet) COMP
 FF1055  MODELED GRAVITY -    979,729.8   (mgal)                       NAVD 88
 FF1055
 FF1055  HORZ ORDER      -  FIRST
 FF1055  VERT ORDER      -  * POSTED, 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
 FF1055.* This is a POSTED BENCH MARK height.
 FF1055
 FF1055.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1055.GEOID18 height accuracy estimate available here.
 FF1055
 FF1055.Click photographs - Photos may exist for this station.
 FF1055
 FF1055.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999387  x   0.99996413  =   0.99995800
 FF1055!SPC TN       -   0.99999387  x   1.00001861  =   1.00001248
 FF1055!UTM  15      -   0.99999387  x   1.00047762  =   1.00047149
 FF1055!UTM  16      -   0.99999387  x   1.00056451  =   1.00055838
 FF1055
 FF1055:                Primary Azimuth Mark                     Grid Az
 FF1055:SPC AR N     -  EXCHANGE                                 114 48 29.7
 FF1055:SPC TN       -  EXCHANGE                                 118 18 50.6
 FF1055:UTM  15      -  EXCHANGE                                 114 14 36.0
 FF1055:UTM  16      -  EXCHANGE                                 117 42 00.1
 FF1055
 FF1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6684093901(NAD 83)
 FF1055
 FF1055|---------------------------------------------------------------------|
 FF1055| PID    Reference Object                     Distance      Geod. Az  |
 FF1055|                                                           dddmmss.s |
 FF1055| FF1054 ORGAN                                98.109 METERS 02812     |
 FF1055| FF1998 EXCHANGE                            APPROX. 1.9 KM 1155551.1 |
 FF1055| CI3858 HOPEFIELD RM 1                       80.830 METERS 12341     |
 FF1055| FF1996 MEMPHIS LOW CHIMNEY                 APPROX. 3.5 KM 1465301.3 |
 FF1055| FF2001 MEMPHIS NEXT CHIMNEY                APPROX. 3.4 KM 1473216.5 |
 FF1055| FF1995 MEMPHIS SOUTH CHIMNEY               APPROX. 3.5 KM 1474146.8 |
 FF1055| FF1971 HOPEFIELD                           488.431 METERS 1521145.1 |
 FF1055| CI3859 HOPEFIELD RM 2                       90.180 METERS 17823     |
 FF1055|---------------------------------------------------------------------|
 FF1055
 FF1055                          SUPERSEDED SURVEY CONTROL
 FF1055
 FF1055  NAD 83(1995)-  35 09 09.55129(N)    090 04 14.72432(W) AD(       ) 1
 FF1055  NAD 83(1993)-  35 09 09.55337(N)    090 04 14.72366(W) AD(       ) 1
 FF1055  NAD 83(1990)-  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  USSD        -  35 09 09.45200(N)    090 04 14.19600(W) AD(       ) 3
 FF1055  NGVD 29 (07/19/86)   66.3    (m)          218.     (f) VERT ANG       
 FF1055  NGVD 29 (11/26/84)   66.332  (m)          217.62   (f) ADJUSTED    1 2
 FF1055
 FF1055.Superseded values are not recommended for survey control.
 FF1055
 FF1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1055.See file dsdata.pdf to determine how the superseded data were derived.
 FF1055
 FF1055_MARKER: DS = TRIANGULATION STATION DISK
 FF1055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1055_STAMPING: HOPEFIELD 1914 16 20
 FF1055_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1971 ***********************************************************************
 FF1971  DESIGNATION -  HOPEFIELD
 FF1971  PID         -  FF1971
 FF1971  STATE/COUNTY-  AR/CRITTENDEN
 FF1971  COUNTRY     -  US
 FF1971  USGS QUAD   -  NORTHWEST MEMPHIS (2019)
 FF1971
 FF1971                         *CURRENT SURVEY CONTROL
 FF1971  ______________________________________________________________________
 FF1971* NAD 83(1997) POSITION- 35 08 55.53192(N) 090 04 05.72357(W)   ADJUSTED
 FF1971* NAVD 88 ORTHO HEIGHT -    65.    (meters)      213.    (feet) SCALED
 FF1971  ______________________________________________________________________
 FF1971  GEOID HEIGHT    -        -27.341 (meters)                     GEOID18
 FF1971  LAPLACE CORR    -         -0.48  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1971.GEOID18 height accuracy estimate available here.
 FF1971
 FF1971.Click photographs - Photos may exist for this station.
 FF1971
 FF1971.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1971
 FF1971. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999408  x   0.99996464  =   0.99995872
 FF1971!SPC TN       -   0.99999408  x   1.00001941  =   1.00001349
 FF1971!UTM  15      -   0.99999408  x   1.00047921  =   1.00047329
 FF1971!UTM  16      -   0.99999408  x   1.00056303  =   1.00055711
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6708093475(NAD 83)
 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(1995)-  35 08 55.53189(N)    090 04 05.72342(W) AD(       ) 2
 FF1971  NAD 83(1993)-  35 08 55.53406(N)    090 04 05.72274(W) AD(       ) 2
 FF1971  NAD 83(1990)-  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  USSD        -  35 08 55.43300(N)    090 04 05.19600(W) AD(       ) 3
 FF1971
 FF1971.Superseded values are not recommended for survey control.
 FF1971
 FF1971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1971.See file dsdata.pdf to determine how the superseded data were derived.
 FF1971
 FF1971_MARKER: P = PIPE CAP
 FF1971_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF1971_MARK LOGO: MRC
 FF1971_MAGNETIC: P = MARKER IS A STEEL PIPE
 FF1971_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1967 ***********************************************************************
 FF1967  DESIGNATION -  HOPEFIELD SOUTH BASE
 FF1967  PID         -  FF1967
 FF1967  STATE/COUNTY-  AR/CRITTENDEN
 FF1967  COUNTRY     -  US
 FF1967  USGS QUAD   -  NORTHWEST MEMPHIS (2019)
 FF1967
 FF1967                         *CURRENT SURVEY CONTROL
 FF1967  ______________________________________________________________________
 FF1967* NAD 83(1997) POSITION- 35 07 51.70070(N) 090 04 55.91460(W)   ADJUSTED
 FF1967* NAVD 88 ORTHO HEIGHT -    65.    (meters)      213.    (feet) SCALED
 FF1967  ______________________________________________________________________
 FF1967  GEOID HEIGHT    -        -27.339 (meters)                     GEOID18
 FF1967  LAPLACE CORR    -         -0.53  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1967.GEOID18 height accuracy estimate available here.
 FF1967
 FF1967.Click photographs - Photos may exist for this station.
 FF1967
 FF1967.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1967
 FF1967. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999408  x   0.99996702  =   0.99996110
 FF1967!SPC TN       -   0.99999408  x   1.00002313  =   1.00001721
 FF1967!UTM  15      -   0.99999408  x   1.00047124  =   1.00046532
 FF1967!UTM  16      -   0.99999408  x   1.00057223  =   1.00056631
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6586891471(NAD 83)
 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(1995)-  35 07 51.70083(N)    090 04 55.91437(W) AD(       ) 2
 FF1967  NAD 83(1993)-  35 07 51.70306(N)    090 04 55.91322(W) AD(       ) 2
 FF1967  NAD 83(1990)-  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  USIA        -  35 07 51.56000(N)    090 04 55.73000(W) AD(       ) 3
 FF1967  USVN        -  35 07 50.22000(N)    090 04 57.79000(W) AD(       ) 3
 FF1967  USSD        -  35 07 51.60200(N)    090 04 55.38500(W) AD(       ) 3
 FF1967
 FF1967.Superseded values are not recommended for survey control.
 FF1967
 FF1967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1967.See file dsdata.pdf to determine how the superseded data were derived.
 FF1967
 FF1967_MARKER: V = STONE MONUMENT
 FF1967_SETTING: 2 = IMBEDDED OR DRIVEN IN THE 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 = MARCH 20, 2026 22:17:28 EDT
 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  COUNTRY     -  US
 DL1592  USGS QUAD   -  SHEPPARD (2017)
 DL1592
 DL1592                         *CURRENT SURVEY CONTROL
 DL1592  ______________________________________________________________________
 DL1592* NAD 83(2011) POSITION- 33 43 27.36092(N) 093 39 19.34675(W)   ADJUSTED
 DL1592* NAD 83(2011) ELLIP HT-    79.253 (meters)        (06/27/12)   ADJUSTED
 DL1592* NAD 83(2011) EPOCH   -  2010.00
 DL1592* NAVD 88 ORTHO HEIGHT -   106.267 (meters)      348.64  (feet) ADJUSTED
 DL1592  ______________________________________________________________________
 DL1592  GEOID HEIGHT    -        -27.015 (meters)                     GEOID18
 DL1592  NAD 83(2011) X  -   -338,562.594 (meters)                     COMP
 DL1592  NAD 83(2011) Y  - -5,299,562.164 (meters)                     COMP
 DL1592  NAD 83(2011) Z  -  3,521,093.989 (meters)                     COMP
 DL1592  LAPLACE CORR    -          0.67  (seconds)                    DEFLEC18
 DL1592  DYNAMIC HEIGHT  -        106.156 (meters)      348.28  (feet) COMP
 DL1592  MODELED GRAVITY -    979,588.6   (mgal)                       NAVD 88
 DL1592
 DL1592  VERT ORDER      -  SECOND    CLASS I
 DL1592
 DL1592  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL1592  Standards:
 DL1592         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL1592            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL1592  -------------------------------------------------------------------
 DL1592  NETWORK    0.22   0.51           0.10   0.08   0.26      0.04288593
 DL1592  -------------------------------------------------------------------
 DL1592  Click here for local accuracies and other accuracy information.
 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 June 2012.
 DL1592
 DL1592.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL1592.been affixed to the stable North American tectonic plate. See 
 DL1592.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL1592
 DL1592.The horizontal coordinates are valid at the epoch date displayed above
 DL1592.which is a decimal equivalence of Year/Month/Day.
 DL1592
 DL1592.The orthometric height was determined by differential leveling and
 DL1592.adjusted by the NATIONAL GEODETIC SURVEY
 DL1592.in February 2014.
 DL1592
 DL1592.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1592.GEOID18 height accuracy estimate available here.
 DL1592
 DL1592.Click photographs - Photos may exist for this station.
 DL1592
 DL1592.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL1592
 DL1592.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1592
 DL1592.The ellipsoidal height was determined by GPS observations
 DL1592.and is referenced to NAD 83.
 DL1592
 DL1592.The dynamic height is computed by dividing the NAVD 88
 DL1592.geopotential number by the normal gravity value computed on the
 DL1592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1592.degrees latitude (g = 980.6199 gals.).
 DL1592
 DL1592.The modeled gravity was interpolated from observed gravity values.
 DL1592
 DL1592. The following values were computed from the NAD 83(2011) position.
 DL1592
 DL1592;                    North         East     Units Scale Factor Converg.
 DL1592;SPC AR S     -   518,541.186   246,593.222   MT  0.99993303   -0 55 35.4
 DL1592;SPC AR S     - 1,701,247.21    809,031.26   sFT  0.99993303   -0 55 35.4
 DL1592;UTM  15      - 3,731,776.728   439,282.261   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT3928231776(NAD 83)
 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  NAD 83(2007)-  33 43 27.36098(N)    093 39 19.34757(W) AD(2002.00) 0
 DL1592  ELLIP H (02/10/07)   79.273  (m)                       GP(2002.00)    
 DL1592  ELLIP H (07/20/01)   79.257  (m)                       GP(       ) 4 1
 DL1592  NAD 83(1993)-  33 43 27.36040(N)    093 39 19.34731(W) AD(       ) A
 DL1592  ELLIP H (07/24/97)   79.271  (m)                       GP(       ) 2 1
 DL1592  NAD 83(1993)-  33 43 27.36804(N)    093 39 19.33792(W) AD(       ) 1
 DL1592  ELLIP H (01/21/93)   78.963  (m)                       GP(       ) 4 2
 DL1592  NAD 83(1986)-  33 43 27.37029(N)    093 39 19.33276(W) AD(       ) 1
 DL1592  NAVD 88 (07/20/01)  106.28   (m)  GEOID99  model used  GPS OBS        
 DL1592  NAVD 88 (09/19/97)  106.27   (m)  UNKNOWN  model used  GPS OBS        
 DL1592  NAVD 88 (07/24/97)  106.07   (m)  G96SSS   model used  GPS OBS        
 DL1592  NGVD 29 (11/13/90)  106.31   (m)  RAPSU86  model used  GPS OBS        
 DL1592
 DL1592.Superseded values are not recommended for survey control.
 DL1592
 DL1592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1592.See file dsdata.pdf to determine how the superseded data were derived.
 DL1592
 DL1592_MARKER: F = FLANGE-ENCASED ROD
 DL1592_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DL1592_STAMPING: HOPEPORT 1990
 DL1592_MARK LOGO: ARHD
 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 - March 13, 2013
 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  HISTORY     - 20130313 GOOD             ARHD
 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.
 DL1592
 DL1592                          STATION RECOVERY (2013)
 DL1592
 DL1592'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (JDH)
 DL1592'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL1593 ***********************************************************************
 DL1593  DESIGNATION -  HOPEPORT AZ MK
 DL1593  PID         -  DL1593
 DL1593  STATE/COUNTY-  AR/HEMPSTEAD
 DL1593  COUNTRY     -  US
 DL1593  USGS QUAD   -  SHEPPARD (2017)
 DL1593
 DL1593                         *CURRENT SURVEY CONTROL
 DL1593  ______________________________________________________________________
 DL1593* NAD 83(1997) POSITION- 33 42 59.69754(N) 093 39 11.77748(W)   ADJUSTED
 DL1593* NAD 83(1997) ELLIP HT-    75.629 (meters)        (09/24/01)   ADJUSTED
 DL1593* NAVD 88 ORTHO HEIGHT -   102.648 (meters)      336.77  (feet) ADJUSTED
 DL1593  ______________________________________________________________________
 DL1593  GEOID HEIGHT    -        -27.013 (meters)                     GEOID18
 DL1593  NAD 83(1997) X  -   -338,398.074 (meters)                     COMP
 DL1593  NAD 83(1997) Y  - -5,300,043.778 (meters)                     COMP
 DL1593  NAD 83(1997) Z  -  3,520,383.047 (meters)                     COMP
 DL1593  LAPLACE CORR    -          0.65  (seconds)                    DEFLEC18
 DL1593  DYNAMIC HEIGHT  -        102.540 (meters)      336.42  (feet) COMP
 DL1593  MODELED GRAVITY -    979,588.0   (mgal)                       NAVD 88
 DL1593
 DL1593  HORZ ORDER      -  FIRST
 DL1593  VERT ORDER      -  SECOND    CLASS I
 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 orthometric height was determined by differential leveling and
 DL1593.adjusted by the NATIONAL GEODETIC SURVEY
 DL1593.in February 2014.
 DL1593
 DL1593.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1593.GEOID18 height accuracy estimate available here.
 DL1593
 DL1593.Click photographs - Photos may exist for this station.
 DL1593
 DL1593.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL1593
 DL1593.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1593
 DL1593.The ellipsoidal height was determined by GPS observations
 DL1593.and is referenced to NAD 83.
 DL1593
 DL1593.The dynamic height is computed by dividing the NAVD 88
 DL1593.geopotential number by the normal gravity value computed on the
 DL1593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1593.degrees latitude (g = 980.6199 gals.).
 DL1593
 DL1593.The modeled gravity was interpolated from observed gravity values.
 DL1593
 DL1593. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT3947130923(NAD 83)
 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)   75.643  (m)                       GP(       ) 4 1
 DL1593  NAD 83(1993)-  33 42 59.70518(N)    093 39 11.76809(W) AD(       ) 1
 DL1593  ELLIP H (01/21/93)   75.335  (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)  RAPSU86  model used  GPS OBS        
 DL1593
 DL1593.Superseded values are not recommended for survey control.
 DL1593
 DL1593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1593.See file dsdata.pdf to determine how the superseded data were derived.
 DL1593
 DL1593_MARKER: F = FLANGE-ENCASED ROD
 DL1593_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DL1593_STAMPING: HOPEPORT AZ MK 1990
 DL1593_MARK LOGO: ARHD
 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 - March 23, 2016
 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  HISTORY     - 20130313 GOOD             ARHD
 DL1593  HISTORY     - 20160323 GOOD             ARHD
 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.
 DL1593
 DL1593                          STATION RECOVERY (2013)
 DL1593
 DL1593'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (JDH)
 DL1593'RECOVERED AS DESCRIBED.
 DL1593
 DL1593                          STATION RECOVERY (2016)
 DL1593
 DL1593'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (RTH)
 DL1593'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GE1014 ***********************************************************************
 GE1014  DESIGNATION -  HOPEWELL
 GE1014  PID         -  GE1014
 GE1014  STATE/COUNTY-  AR/GREENE
 GE1014  COUNTRY     -  US
 GE1014  USGS QUAD   -  BOYDSVILLE (2017)
 GE1014
 GE1014                         *CURRENT SURVEY CONTROL
 GE1014  ______________________________________________________________________
 GE1014* NAD 83(2011) POSITION- 36 15 17.44234(N) 090 24 38.39221(W)   ADJUSTED
 GE1014* NAD 83(2011) ELLIP HT-   139.582 (meters)        (06/27/12)   ADJUSTED
 GE1014* NAD 83(2011) EPOCH   -  2010.00
 GE1014* NAVD 88 ORTHO HEIGHT -   168.0   (meters)      551.    (feet) GPS OBS
 GE1014  ______________________________________________________________________
 GE1014  NAVD 88 orthometric height was determined with an earlier geoid model
 GE1014  GEOID HEIGHT    -        -28.376 (meters)                     GEOID18
 GE1014  NAD 83(2011) X  -    -36,908.020 (meters)                     COMP
 GE1014  NAD 83(2011) Y  - -5,149,306.876 (meters)                     COMP
 GE1014  NAD 83(2011) Z  -  3,751,114.531 (meters)                     COMP
 GE1014  LAPLACE CORR    -         -0.39  (seconds)                    DEFLEC18
 GE1014
 GE1014  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GE1014  Standards:
 GE1014         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GE1014            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GE1014  -------------------------------------------------------------------
 GE1014  NETWORK    1.78   7.31           0.61   0.80   3.73      0.28550527
 GE1014  -------------------------------------------------------------------
 GE1014  Click here for local accuracies and other accuracy information.
 GE1014
 GE1014.The horizontal coordinates were established by GPS observations
 GE1014.and adjusted by the National Geodetic Survey in June 2012.
 GE1014
 GE1014.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GE1014.been affixed to the stable North American tectonic plate. See 
 GE1014.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GE1014
 GE1014.The horizontal coordinates are valid at the epoch date displayed above
 GE1014.which is a decimal equivalence of Year/Month/Day.
 GE1014
 GE1014.The orthometric height was determined by GPS observations and a
 GE1014.high-resolution geoid model.
 GE1014
 GE1014.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE1014.GEOID18 height accuracy estimate available here.
 GE1014
 GE1014.Click photographs - Photos may exist for this station.
 GE1014
 GE1014.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GE1014
 GE1014.The Laplace correction was computed from DEFLEC18 derived deflections.
 GE1014
 GE1014.The ellipsoidal height was determined by GPS observations
 GE1014.and is referenced to NAD 83.
 GE1014
 GE1014. The following values were computed from the NAD 83(2011) position.
 GE1014
 GE1014;                    North         East     Units Scale Factor Converg.
 GE1014;SPC AR N     -   214,335.804   542,832.292   MT  1.00000432   +0 55 29.4
 GE1014;SPC AR N     -   703,200.05  1,780,942.28   sFT  1.00000432   +0 55 29.4
 GE1014;UTM  15      - 4,015,325.095   732,641.504   MT  1.00026690   +1 31 55.1
 GE1014
 GE1014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE1014!SPC AR N     -   0.99997809  x   1.00000432  =   0.99998241
 GE1014!UTM  15      -   0.99997809  x   1.00026690  =   1.00024499
 GE1014
 GE1014:                Primary Azimuth Mark                     Grid Az
 GE1014:SPC AR N     -  HOPEWELL AZ MK                           074 39 44.3
 GE1014:UTM  15      -  HOPEWELL AZ MK                           074 03 18.6
 GE1014
 GE1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA3264115325(NAD 83)
 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                                     0753513.7 |
 GE1014| GE1012 RECTOR MUNICIPAL TANK               APPROX.10.3 KM 0822501.8 |
 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  NAD 83(2007)-  36 15 17.44239(N)    090 24 38.39307(W) AD(2002.00) 0
 GE1014  ELLIP H (02/10/07)  139.605  (m)                       GP(2002.00)    
 GE1014  ELLIP H (09/24/01)  139.568  (m)                       GP(       ) 4 2
 GE1014  NAD 83(1997)-  36 15 17.44195(N)    090 24 38.39320(W) AD(       ) 1
 GE1014  ELLIP H (02/17/00)  139.620  (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)  139.595  (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)  GEOID96  model used  GPS OBS        
 GE1014  NGVD 29 (07/16/90)  167.9    (m)  RAPSU86  model used  GPS OBS        
 GE1014
 GE1014.Superseded values are not recommended for survey control.
 GE1014
 GE1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1014.See file dsdata.pdf to determine how the superseded data were derived.
 GE1014
 GE1014_MARKER: DS = TRIANGULATION STATION DISK
 GE1014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2939 ***********************************************************************
 EH2939  DESIGNATION -  HORN
 EH2939  PID         -  EH2939
 EH2939  STATE/COUNTY-  AR/PRAIRIE
 EH2939  COUNTRY     -  US
 EH2939  USGS QUAD   -  DES ARC EAST (2017)
 EH2939
 EH2939                         *CURRENT SURVEY CONTROL
 EH2939  ______________________________________________________________________
 EH2939* NAD 83(1997) POSITION- 34 57 25.66458(N) 091 26 16.97094(W)   ADJUSTED
 EH2939* NAVD 88 ORTHO HEIGHT -    59.    (meters)      194.    (feet) SCALED
 EH2939  ______________________________________________________________________
 EH2939  GEOID HEIGHT    -        -27.137 (meters)                     GEOID18
 EH2939  LAPLACE CORR    -          0.76  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2939.GEOID18 height accuracy estimate available here.
 EH2939
 EH2939.Click photographs - Photos may exist for this station.
 EH2939
 EH2939.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2939
 EH2939. The following values were computed from the NAD 83(1997) position.
 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;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     -   0.99999500  x   1.00004803  =   1.00004303
 EH2939!UTM  15      -   0.99999500  x   0.99985066  =   0.99984566
 EH2939
 EH2939:                Primary Azimuth Mark                     Grid Az
 EH2939:SPC AR S     -  HORN AZ MK                               359 04 03.1
 EH2939:UTM  15      -  HORN AZ MK                               358 29 13.1
 EH2939
 EH2939_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU4261169402(NAD 83)
 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                                         3592255.4 |
 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
 EH2939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2939.See file dsdata.pdf to determine how the superseded data were derived.
 EH2939
 EH2939_MARKER: DS = TRIANGULATION STATION DISK
 EH2939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2939_STAMPING: HORN 1954
 EH2939_MARK LOGO: CGS
 EH2939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2939+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1795 ***********************************************************************
 FG1795  DESIGNATION -  HORN
 FG1795  PID         -  FG1795
 FG1795  STATE/COUNTY-  AR/SEARCY
 FG1795  COUNTRY     -  US
 FG1795  USGS QUAD   -  EULA (2017)
 FG1795
 FG1795                         *CURRENT SURVEY CONTROL
 FG1795  ______________________________________________________________________
 FG1795* NAD 83(1997) POSITION- 35 54 10.15895(N) 092 56 33.43820(W)   ADJUSTED
 FG1795* NAVD 88 ORTHO HEIGHT -   672.    (meters)     2205.    (feet) SCALED
 FG1795  ______________________________________________________________________
 FG1795  GEOID HEIGHT    -        -28.152 (meters)                     GEOID18
 FG1795  LAPLACE CORR    -          1.00  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1795.GEOID18 height accuracy estimate available here.
 FG1795
 FG1795.Click photographs - Photos may exist for this station.
 FG1795
 FG1795.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1795
 FG1795. The following values were computed from the NAD 83(1997) position.
 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     -   0.99989894  x   0.99995135  =   0.99985029
 FG1795!UTM  15      -   0.99989894  x   0.99960033  =   0.99949931
 FG1795
 FG1795:                Primary Azimuth Mark                     Grid Az
 FG1795:SPC AR N     -  MOUNT JUDEA                              254 36 58.9
 FG1795:UTM  15      -  MOUNT JUDEA                              254 02 03.2
 FG1795
 FG1795_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV0517773171(NAD 83)
 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
 FG1795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1795.See file dsdata.pdf to determine how the superseded data were derived.
 FG1795
 FG1795_MARKER: DS = TRIANGULATION STATION DISK
 FG1795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1795_STAMPING: HORN 1953
 FG1795_MARK LOGO: CGS
 FG1795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1795+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1884 ***********************************************************************
 FG1884  DESIGNATION -  HORN
 FG1884  PID         -  FG1884
 FG1884  STATE/COUNTY-  AR/YELL
 FG1884  COUNTRY     -  US
 FG1884  USGS QUAD   -  HAVANA (2017)
 FG1884
 FG1884                         *CURRENT SURVEY CONTROL
 FG1884  ______________________________________________________________________
 FG1884* NAD 83(1997) POSITION- 35 03 34.69643(N) 093 32 32.26747(W)   ADJUSTED
 FG1884* NAVD 88 ORTHO HEIGHT -   381.    (meters)     1250.    (feet) SCALED
 FG1884  ______________________________________________________________________
 FG1884  GEOID HEIGHT    -        -29.750 (meters)                     GEOID18
 FG1884  LAPLACE CORR    -          1.45  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1884.GEOID18 height accuracy estimate available here.
 FG1884
 FG1884.Click photographs - Photos may exist for this station.
 FG1884
 FG1884.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1884
 FG1884. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 FG1884:SPC AR N     -  HORN AZ MK                               356 02 01.0
 FG1884:UTM  15      -  HORN AZ MK                               355 26 51.6
 FG1884
 FG1884_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU5055079791(NAD 83)
 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(1993)-  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
 FG1884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1884.See file dsdata.pdf to determine how the superseded data were derived.
 FG1884
 FG1884_MARKER: DS = TRIANGULATION STATION DISK
 FG1884_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FG1884_STAMPING: HORN 1940
 FG1884_MARK LOGO: CGS
 FG1884_PROJECTION: PROJECTING 25 CENTIMETERS
 FG1884_MAGNETIC: P = MARKER IS A STEEL PIPE
 FG1884_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1881 ***********************************************************************
 FG1881  DESIGNATION -  HORSE
 FG1881  PID         -  FG1881
 FG1881  STATE/COUNTY-  AR/JOHNSON
 FG1881  COUNTRY     -  US
 FG1881  USGS QUAD   -  COAL HILL (2017)
 FG1881
 FG1881                         *CURRENT SURVEY CONTROL
 FG1881  ______________________________________________________________________
 FG1881* NAD 83(1997) POSITION- 35 28 20.33429(N) 093 41 17.77221(W)   ADJUSTED
 FG1881* NAVD 88 ORTHO HEIGHT -   232.    (meters)      761.    (feet) SCALED
 FG1881  ______________________________________________________________________
 FG1881  GEOID HEIGHT    -        -29.225 (meters)                     GEOID18
 FG1881  LAPLACE CORR    -          0.00  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1881.GEOID18 height accuracy estimate available here.
 FG1881
 FG1881.Click photographs - Photos may exist for this station.
 FG1881
 FG1881.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1881
 FG1881. The following values were computed from the NAD 83(1997) position.
 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     -   0.99996817  x   0.99993783  =   0.99990600
 FG1881!UTM  15      -   0.99996817  x   0.99964805  =   0.99961623
 FG1881
 FG1881:                Primary Azimuth Mark                     Grid Az
 FG1881:SPC AR N     -  HORSE AZ MK                              199 15 29.4
 FG1881:UTM  15      -  HORSE AZ MK                              198 40 30.6
 FG1881
 FG1881_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV3755625640(NAD 83)
 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(1993)-  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
 FG1881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1881.See file dsdata.pdf to determine how the superseded data were derived.
 FG1881
 FG1881_MARKER: DS = TRIANGULATION STATION DISK
 FG1881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1881_STAMPING: HORSE 1940
 FG1881_MARK LOGO: CGS
 FG1881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1881+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2689 ***********************************************************************
 EH2689  DESIGNATION -  HORSE 3
 EH2689  PID         -  EH2689
 EH2689  STATE/COUNTY-  AR/CRITTENDEN
 EH2689  COUNTRY     -  US
 EH2689  USGS QUAD   -  HORSESHOE LAKE (2017)
 EH2689
 EH2689                         *CURRENT SURVEY CONTROL
 EH2689  ______________________________________________________________________
 EH2689* NAD 83(1997) POSITION- 34 56 06.04159(N) 090 16 28.28289(W)   ADJUSTED
 EH2689* NAD 83(1997) ELLIP HT-    42.899 (meters)        (09/14/99)   ADJUSTED
 EH2689* NAVD 88 ORTHO HEIGHT -    70.1   (meters)      230.    (feet) VERTCON3
 EH2689  ______________________________________________________________________
 EH2689  GEOID HEIGHT    -        -27.232 (meters)                     GEOID18
 EH2689  NAD 83(1997) X  -    -25,080.575 (meters)                     COMP
 EH2689  NAD 83(1997) Y  - -5,234,533.955 (meters)                     COMP
 EH2689  NAD 83(1997) Z  -  3,631,983.195 (meters)                     COMP
 EH2689  LAPLACE CORR    -         -1.69  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2689.GEOID18 height accuracy estimate available here.
 EH2689
 EH2689.Click photographs - Photos may exist for this station.
 EH2689
 EH2689.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH2689
 EH2689.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2689
 EH2689.The ellipsoidal height was determined by GPS observations
 EH2689.and is referenced to NAD 83.
 EH2689
 EH2689. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 EH2689:SPC AR N     -  HORSE 3 AZ MK                            342 27 18.5
 EH2689:SPC MS W     -  HORSE 3 AZ MK                            343 25 31.9
 EH2689:UTM  15      -  HORSE 3 AZ MK                            341 53 51.6
 EH2689
 EH2689_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU4893369228(NAD 83)
 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(1995)-  34 56 06.04156(N)    090 16 28.28272(W) AD(       ) 1
 EH2689  NAD 83(1993)-  34 56 06.04155(N)    090 16 28.28253(W) AD(       ) 1
 EH2689  NAD 83(1990)-  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
 EH2689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2689.See file dsdata.pdf to determine how the superseded data were derived.
 EH2689
 EH2689_MARKER: DH = HORIZONTAL CONTROL DISK
 EH2689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2689_STAMPING: HORSE 3 1979
 EH2689_MARK LOGO: NGS
 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 - August 24, 2013
 EH2689
 EH2689  HISTORY     - Date     Condition        Report By
 EH2689  HISTORY     - 1979     MONUMENTED       NGS
 EH2689  HISTORY     - 1984     GOOD             NGS
 EH2689  HISTORY     - 20050411 GOOD             USACE
 EH2689  HISTORY     - 20130824 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.) SOUTH-SOUTHEAST
 EH2689'OF MEMPHIS, 6.5 KILOMETERS (4 MI.) EAST OF THOMPSON GROVE AND ATOP THE
 EH2689'WEST LEVEE OF THE MISSISSIPPI RIVER.  PERMISSION WAS OBTAINED FROM
 EH2689'CHIEF ENGINEER, MR. BURRELL B. FAIR, ST. FRANCIS LEVEE DISTRICT, P.O.
 EH2689'BOX 308, WEST MEMPHIS, ARKANSAS 72301.  TELEPHONE 501-735-1062.
 EH2689'
 EH2689'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 147 AND 131
 EH2689'IN THOMPSON GROVE, GO SOUTHEAST ON STATE HIGHWAY 131 FOR 3.0 MILES
 EH2689'(4.83 KM.) TO A FORK.  BEAR LEFT AND GO SOUTHEAST ON HIGHWAY 131 FOR
 EH2689'1.7 MILES (2.74 KM.) TO A LOCKED GATE ON THE LEFT AND WHERE THE
 EH2689'HIGHWAY TURNS SOUTH.  TURN LEFT, PASS THROUGH THE GATE AND GO 0.1 MILE
 EH2689'(0.16 KM.) TO THE TOP OF A LEVEE.  TURN SHARP LEFT AND GO NORTHEAST ON
 EH2689'TOP OF THE LEVEE FOR 0.1 MILE (0.16 KM.) TO A GATE AND CATTLEGUARD.
 EH2689'CONTINUE NORTHERLY ON TOP OF THE LEVEE FOR 2.3 MILES (3.7 KM.) TO
 EH2689'MILEPOST 176/177 AND BM P 218 ON THE LEFT.  CONTINUE NORTHERLY ATOP
 EH2689'THE LEVEE FOR 0.25 MILE (0.32 KM.) TO A SPUR LEVEE AND THE STATION ON
 EH2689'THE RIGHT.
 EH2689'
 EH2689'THE STATION IS A STANDARD NGS DISK STAMPED ---HORSE 3 1979---, SET
 EH2689'INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER PROJECTING
 EH2689'2 CM ABOVE THE GROUND.  IT IS LOCATED 20.0 METERS EAST-NORTHEAST FROM
 EH2689'THE CENTER OF THE LEVEE ROAD 2.55 METERS NORTH-NORTHEAST FROM A METAL
 EH2689'WITNESS POST AND NEAR THE APPROXIMATE CENTER OF THE SPUR LEVEE.  THE
 EH2689'UNDERGROUND MARK IS A STANDARD NGS DISK 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 STAMPED
 EH2689'---HORSE 3 NO 5 1979---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 EH2689'30 CM IN DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 3.7 METERS
 EH2689'SOUTH-SOUTHEAST FROM THE CENTER OF THE SPUR LEVEE AND 0.86 METER
 EH2689'WEST-SOUTHWEST FROM A METAL WITNESS POST.  MARK IS BELOW STATION 1
 EH2689'METER.
 EH2689'
 EH2689'REFERENCE MARK NUMBER 06 IS A STANDARD NGS DISK STAMPED
 EH2689'---HORSE 3 NO 6 1979---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 EH2689'30 CM IN DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 3.3 METERS
 EH2689'EAST-NORTHEAST FROM THE CENTER OF THE LEVEE ROAD AND 1.34 METERS
 EH2689'WEST-NORTHWEST FROM A METAL WITNESS POST.  MARK IS LEVEL WITH STATION.
 EH2689'
 EH2689'AZIMUTH MARK NUMBER 03 IS A STANDARD NGS DISK STAMPED
 EH2689'---HORSE 3 NO 3 1979---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 EH2689'30 CM IN DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 3.4 METERS EAST
 EH2689'FROM THE CENTER OF THE LEVEE ROAD, 1.1 METERS SOUTH FROM A FENCE AND
 EH2689'0.5 METER SOUTHWEST FROM A METAL WITNESS POST.  TO REACH AZIMUTH MARK
 EH2689'FROM THE STATION PROCEED NORTHERLY ATOP THE LEVEE FOR 0.35 MILE
 EH2689'(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 MARKS
 EH2689'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 ST
 EH2689'FRANCIS LEVEE DISTRICT.  AT A SPUR LEVEE ON THE EAST SIDE OF THE MAIN
 EH2689'LEVEE.  OWNERSHIP-- ST FRANCIS LEVEE DISTRICT, C/O CHIEF ENGINEER,
 EH2689'BURRELL B. FAIR, PO BOX 308, WEST MEMPHIS, AR 72301, PHONE (501)
 EH2689'735-1062.
 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 AHEAD
 EH2689'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 ON
 EH2689'THE RIGHT.
 EH2689'
 EH2689'THE STATION IS A STANDARD NGS DISK STAMPED ---HORSE 3 1979--- N CENTER
 EH2689'OF SPUR LEVEE ROAD RECESSED 1 CM (0.4 INCH) BELOW THE GROUND LOCATED
 EH2689'20.0 METERS (65.6 FEET) ENE 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 RECESSED 3 CM
 EH2689'(1.2 INCHES) BELOW THE GROUND LOCATED 3.5 METERS (11.5 FEET) ENE FROM
 EH2689'LEVEE ROAD CENTER AND 1 METER (3.3 FEET) SSW FROM FENCE.
 EH2689'
 EH2689'MACROMETER GPS SURVEYS - MEMPHIS, TENNESSEE TO RENA LARA, MISSISSIPPI,
 EH2689'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.
 EH2689
 EH2689                          STATION RECOVERY (2013)
 EH2689
 EH2689'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2013 (DLB)
 EH2689'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH2692 ***********************************************************************
 EH2692  DESIGNATION -  HORSE 3 AZ MK
 EH2692  PID         -  EH2692
 EH2692  STATE/COUNTY-  AR/CRITTENDEN
 EH2692  COUNTRY     -  US
 EH2692  USGS QUAD   -  HORSESHOE LAKE (2017)
 EH2692
 EH2692                         *CURRENT SURVEY CONTROL
 EH2692  ______________________________________________________________________
 EH2692* NAD 83(1997) POSITION- 34 56 23.84119(N) 090 16 34.70245(W)   ADJUSTED
 EH2692* NAVD 88 ORTHO HEIGHT -    70.0   (meters)      230.    (feet) VERTCON3
 EH2692  ______________________________________________________________________
 EH2692  GEOID HEIGHT    -        -27.228 (meters)                     GEOID18
 EH2692  LAPLACE CORR    -         -1.69  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2692.GEOID18 height accuracy estimate available here.
 EH2692
 EH2692.Click photographs - Photos may exist for this station.
 EH2692
 EH2692.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2692
 EH2692. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999329  x   0.99999870  =   0.99999199
 EH2692!SPC MS W     -   0.99999329  x   0.99995033  =   0.99994362
 EH2692!UTM  15      -   0.99999329  x   1.00036272  =   1.00035601
 EH2692
 EH2692_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU4875569772(NAD 83)
 EH2692
 EH2692                          SUPERSEDED SURVEY CONTROL
 EH2692
 EH2692  NAD 83(1995)-  34 56 23.84116(N)    090 16 34.70228(W) AD(       ) 2
 EH2692  NAD 83(1993)-  34 56 23.84114(N)    090 16 34.70209(W) AD(       ) 2
 EH2692  NAD 83(1990)-  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
 EH2692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2692.See file dsdata.pdf to determine how the superseded data were derived.
 EH2692
 EH2692_MARKER: DZ = AZIMUTH MARK DISK
 EH2692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2692_STAMPING: HORSE 3 NO 3 1979
 EH2692_MARK LOGO: NGS
 EH2692_PROJECTION: FLUSH
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2687 ***********************************************************************
 EH2687  DESIGNATION -  HORSE RM 2
 EH2687  PID         -  EH2687
 EH2687  STATE/COUNTY-  AR/CRITTENDEN
 EH2687  COUNTRY     -  US
 EH2687  USGS QUAD   -  HORSESHOE LAKE (2017)
 EH2687
 EH2687                         *CURRENT SURVEY CONTROL
 EH2687  ______________________________________________________________________
 EH2687* NAD 83(1997) POSITION- 34 56 23.70308(N) 090 16 51.23900(W)   NO CHECK
 EH2687* NAVD 88 ORTHO HEIGHT -    62.    (meters)      203.    (feet) SCALED
 EH2687  ______________________________________________________________________
 EH2687  GEOID HEIGHT    -        -27.223 (meters)                     GEOID18
 EH2687  LAPLACE CORR    -         -1.69  (seconds)                    DEFLEC18
 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
 EH2687.No horizontal observational check was made to the station.
 EH2687
 EH2687.The orthometric height was scaled from a topographic map.
 EH2687
 EH2687.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2687.GEOID18 height accuracy estimate available here.
 EH2687
 EH2687.Click photographs - Photos may exist for this station.
 EH2687
 EH2687.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2687
 EH2687. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999454  x   0.99999871  =   0.99999325
 EH2687!SPC AR S     -   0.99999454  x   1.00004324  =   1.00003778
 EH2687!SPC MS W     -   0.99999454  x   0.99995028  =   0.99994482
 EH2687!UTM  15      -   0.99999454  x   1.00036014  =   1.00035468
 EH2687
 EH2687_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU4833569756(NAD 83)
 EH2687
 EH2687                          SUPERSEDED SURVEY CONTROL
 EH2687
 EH2687  NAD 83(1995)-  34 56 23.70309(N)    090 16 51.23902(W) AD(       ) 2
 EH2687  NAD 83(1993)-  34 56 23.70309(N)    090 16 51.23888(W) AD(       ) 2
 EH2687  NAD 83(1990)-  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
 EH2687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2687.See file dsdata.pdf to determine how the superseded data were derived.
 EH2687
 EH2687_MARKER: DR = REFERENCE MARK DISK
 EH2687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2687_STAMPING: HORSE NO 2 1929
 EH2687_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1874 ***********************************************************************
 FG1874  DESIGNATION -  HORSEHEAD
 FG1874  PID         -  FG1874
 FG1874  STATE/COUNTY-  AR/JOHNSON
 FG1874  COUNTRY     -  US
 FG1874  USGS QUAD   -  HARTMAN (2017)
 FG1874
 FG1874                         *CURRENT SURVEY CONTROL
 FG1874  ______________________________________________________________________
 FG1874* NAD 83(1997) POSITION- 35 29 37.68992(N) 093 37 27.61079(W)   ADJUSTED
 FG1874* NAVD 88 ORTHO HEIGHT -   145.1   (meters)      476.    (feet) VERTCON3
 FG1874  ______________________________________________________________________
 FG1874  GEOID HEIGHT    -        -29.137 (meters)                     GEOID18
 FG1874  LAPLACE CORR    -          0.69  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1874.GEOID18 height accuracy estimate available here.
 FG1874
 FG1874.Click photographs - Photos may exist for this station.
 FG1874
 FG1874.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1874
 FG1874. The following values were computed from the NAD 83(1997) position.
 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  =   0.99962132
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV4337227985(NAD 83)
 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(1993)-  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
 FG1874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1874.See file dsdata.pdf to determine how the superseded data were derived.
 FG1874
 FG1874_MARKER: DS = TRIANGULATION STATION DISK
 FG1874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1874_STAMPING: HORSEHEAD 1971
 FG1874_MARK LOGO: CGS
 FG1874_PROJECTION: FLUSH
 FG1874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1874+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1689 ***********************************************************************
 EJ1689  DESIGNATION -  HORSESHOE
 EJ1689  PID         -  EJ1689
 EJ1689  STATE/COUNTY-  AR/PULASKI
 EJ1689  COUNTRY     -  US
 EJ1689  USGS QUAD   -  KEO (2017)
 EJ1689
 EJ1689                         *CURRENT SURVEY CONTROL
 EJ1689  ______________________________________________________________________
 EJ1689* NAD 83(1997) POSITION- 34 36 27.54753(N) 092 03 56.84686(W)   ADJUSTED
 EJ1689* NAVD 88 ORTHO HEIGHT -    73.    (meters)      240.    (feet) SCALED
 EJ1689  ______________________________________________________________________
 EJ1689  GEOID HEIGHT    -        -26.360 (meters)                     GEOID18
 EJ1689  LAPLACE CORR    -          0.17  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1689.GEOID18 height accuracy estimate available here.
 EJ1689
 EJ1689.Click photographs - Photos may exist for this station.
 EJ1689
 EJ1689.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1689
 EJ1689. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999269  x   0.99996840  =   0.99996109
 EJ1689!UTM  15      -   0.99999269  x   0.99969043  =   0.99968312
 EJ1689
 EJ1689:                Primary Azimuth Mark                     Grid Az
 EJ1689:SPC AR S     -  HORSESHOE AZ MK RESET                    269 29 38.4
 EJ1689:UTM  15      -  HORSESHOE AZ MK RESET                    268 55 35.6
 EJ1689
 EJ1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU8565429931(NAD 83)
 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
 EJ1689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1689.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1689
 EJ1689_MARKER: DS = TRIANGULATION STATION DISK
 EJ1689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1689_STAMPING: HORSESHOE 1940
 EJ1689_MARK LOGO: CGS
 EJ1689_PROJECTION: RECESSED 36 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EK0851 ***********************************************************************
 EK0851  DESIGNATION -  HORSESHOE
 EK0851  PID         -  EK0851
 EK0851  STATE/COUNTY-  AR/SCOTT
 EK0851  COUNTRY     -  US
 EK0851  USGS QUAD   -  HORSESHOE MOUNTAIN (2017)
 EK0851
 EK0851                         *CURRENT SURVEY CONTROL
 EK0851  ______________________________________________________________________
 EK0851* NAD 83(1997) POSITION- 34 46 27.23417(N) 094 17 18.41108(W)   ADJUSTED
 EK0851* NAVD 88 ORTHO HEIGHT -   525.    (meters)     1722.    (feet) SCALED
 EK0851  ______________________________________________________________________
 EK0851  GEOID HEIGHT    -        -30.852 (meters)                     GEOID18
 EK0851  LAPLACE CORR    -          2.69  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0851.GEOID18 height accuracy estimate available here.
 EK0851
 EK0851.Click photographs - Photos may exist for this station.
 EK0851
 EK0851.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0851
 EK0851. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 EK0851:SPC AR N     -  POTEAU                                   340 37 43.3
 EK0851:SPC AR S     -  POTEAU                                   340 34 40.4
 EK0851:UTM  15      -  POTEAU                                   340 01 55.2
 EK0851
 EK0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU8210148762(NAD 83)
 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(1993)-  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
 EK0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0851.See file dsdata.pdf to determine how the superseded data were derived.
 EK0851
 EK0851_MARKER: DS = TRIANGULATION STATION DISK
 EK0851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0851_STAMPING: HORSESHOE 1952
 EK0851_MARK LOGO: CGS
 EK0851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0851+STABILITY: SURFACE MOTION
 EK0851
 EK0851  HISTORY     - Date     Condition        Report By
 EK0851  HISTORY     - 1952     MONUMENTED       CGS
 EK0851  HISTORY     - 1959     GOOD             CGS
 EK0851  HISTORY     - 20160924 POOR             GEOCAC
 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.
 EK0851
 EK0851                          STATION RECOVERY (2016)
 EK0851
 EK0851'RECOVERY NOTE BY GEOCACHING 2016
 EK0851'ORIGINAL TOWER FOOTINGS STILL EXIST HOWEVER THE TOWER IS NO LONGER IN
 EK0851'EXISTENCE.  DIRECTIONS
 EK0851'TO THE STATION ARE ADEQUATE.  REFERENCE MARK 2 WAS LOCATED AS
 EK0851'DESCRIBED.  REFERENCE
 EK0851'MARK 1 WAS NOT RECOVERED THE STATION WAS NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH2943 ***********************************************************************
 EH2943  DESIGNATION -  HORTON
 EH2943  PID         -  EH2943
 EH2943  STATE/COUNTY-  AR/ARKANSAS
 EH2943  COUNTRY     -  US
 EH2943  USGS QUAD   -  INDIAN BAY SE (2017)
 EH2943
 EH2943                         *CURRENT SURVEY CONTROL
 EH2943  ______________________________________________________________________
 EH2943* NAD 83(1997) POSITION- 34 15 53.16839(N) 091 07 09.02702(W)   ADJUSTED
 EH2943* NAVD 88 ORTHO HEIGHT -    57.    (meters)      187.    (feet) SCALED
 EH2943  ______________________________________________________________________
 EH2943  GEOID HEIGHT    -        -26.608 (meters)                     GEOID18
 EH2943  LAPLACE CORR    -         -1.52  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2943.GEOID18 height accuracy estimate available here.
 EH2943
 EH2943.Click photographs - Photos may exist for this station.
 EH2943
 EH2943.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2943
 EH2943. The following values were computed from the NAD 83(1997) position.
 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     -  HORTON AZ MK                             280 10 38.6
 EH2943:UTM  15      -  HORTON AZ MK                             279 36 40.3
 EH2943
 EH2943_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT7316093114(NAD 83)
 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(1993)-  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
 EH2943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2943.See file dsdata.pdf to determine how the superseded data were derived.
 EH2943
 EH2943_MARKER: DS = TRIANGULATION STATION DISK
 EH2943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2943_STAMPING: HORTON 1965
 EH2943_MARK LOGO: CGS
 EH2943_PROJECTION: RECESSED 30 CENTIMETERS
 EH2943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2943+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1301 ***********************************************************************
 EJ1301  DESIGNATION -  HOT SPRINGS
 EJ1301  PID         -  EJ1301
 EJ1301  STATE/COUNTY-  AR/GARLAND
 EJ1301  COUNTRY     -  US
 EJ1301  USGS QUAD   -  HOT SPRINGS NORTH (2017)
 EJ1301
 EJ1301                         *CURRENT SURVEY CONTROL
 EJ1301  ______________________________________________________________________
 EJ1301* NAD 83(1986) POSITION- 34 30 29.10   (N) 093 03 16.71   (W)   HD_HELD1
 EJ1301* NAVD 88 ORTHO HEIGHT -   184.167 (meters)      604.22  (feet) ADJUSTED
 EJ1301  ______________________________________________________________________
 EJ1301  GEOID HEIGHT    -        -27.225 (meters)                     GEOID18
 EJ1301  DYNAMIC HEIGHT  -        183.986 (meters)      603.63  (feet) COMP
 EJ1301  MODELED GRAVITY -    979,646.9   (mgal)                       NAVD 88
 EJ1301
 EJ1301  VERT ORDER      -  SECOND    CLASS I
 EJ1301
 EJ1301.The horizontal coordinates were determined by differentially corrected
 EJ1301.hand held GPS observations or other comparable positioning techniques
 EJ1301.and have an estimated accuracy of +/- 3 meters.
 EJ1301
 EJ1301.The orthometric height was determined by differential leveling and
 EJ1301.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1301.in December 2015.
 EJ1301
 EJ1301.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1301.GEOID18 height accuracy estimate available here.
 EJ1301
 EJ1301.Click photographs - Photos may exist for this station.
 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     -   604,737.8     303,157.4     MT  (+/- 3 meters HH1 GPS) 
 EJ1301
 EJ1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU9498418494(NAD 83)
 EJ1301
 EJ1301                          SUPERSEDED SURVEY CONTROL
 EJ1301
 EJ1301  NAVD 88 (06/15/91)  184.146  (m)          604.15   (f) SUPERSEDED  2 0
 EJ1301  NGVD 29 (??/??/92)  184.14   (m)          604.1    (f) COMPUTED    2 0
 EJ1301
 EJ1301.Superseded values are not recommended for survey control.
 EJ1301
 EJ1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1301.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1301
 EJ1301_MARKER: DB = BENCH MARK DISK
 EJ1301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1301_STAMPING: HOT SPRINGS 1934
 EJ1301_MARK LOGO: CGS
 EJ1301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1301+STABILITY: SURFACE MOTION
 EJ1301_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EJ1301+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2023
 EJ1301
 EJ1301  HISTORY     - Date     Condition        Report By
 EJ1301  HISTORY     - 1934     MONUMENTED       CGS
 EJ1301  HISTORY     - 1965     GOOD             CGS
 EJ1301  HISTORY     - 20060110 GOOD             USPSQD
 EJ1301  HISTORY     - 20100530 GOOD             GEOCAC
 EJ1301  HISTORY     - 20110825 GOOD             BFENG
 EJ1301  HISTORY     - 20130617 GOOD             FAMM
 EJ1301  HISTORY     - 20140213 GOOD             ARHD
 EJ1301  HISTORY     - 20230724 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 COAST AND 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.)
 EJ1301
 EJ1301                          STATION RECOVERY (2010)
 EJ1301
 EJ1301'RECOVERY NOTE BY GEOCACHING 2010 (LPC)
 EJ1301'RECOVERED IN GOOD CONDITION.
 EJ1301
 EJ1301                          STATION RECOVERY (2011)
 EJ1301
 EJ1301'RECOVERY NOTE BY B AND F ENGINEERING 2011 (KDW)
 EJ1301'RECOVERED IN GOOD CONDITION.
 EJ1301
 EJ1301                          STATION RECOVERY (2013)
 EJ1301
 EJ1301'RECOVERY NOTE BY FUGRO AERIAL AND MOBILE MAPPING INC 2013
 EJ1301'RECOVERED IN GOOD CONDITION.
 EJ1301
 EJ1301                          STATION RECOVERY (2014)
 EJ1301
 EJ1301'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (BAB)
 EJ1301'RECOVERED IN GOOD CONDITION.
 EJ1301
 EJ1301                          STATION RECOVERY (2023)
 EJ1301
 EJ1301'RECOVERY NOTE BY US POWER SQUADRON 2023 (SLB)
 EJ1301'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1951 ***********************************************************************
 EJ1951  DESIGNATION -  HOT SPRINGS 2
 EJ1951  PID         -  EJ1951
 EJ1951  STATE/COUNTY-  AR/GARLAND
 EJ1951  COUNTRY     -  US
 EJ1951  USGS QUAD   -  HOT SPRINGS SOUTH (2017)
 EJ1951
 EJ1951                         *CURRENT SURVEY CONTROL
 EJ1951  ______________________________________________________________________
 EJ1951* NAD 83(1997) POSITION- 34 29 04.70737(N) 093 05 39.70111(W)   ADJUSTED
 EJ1951* NAVD 88 ORTHO HEIGHT -   165.85  (+/-2cm)      544.1   (feet) VERTCON3
 EJ1951  ______________________________________________________________________
 EJ1951  GEOID HEIGHT    -        -27.292 (meters)                     GEOID18
 EJ1951  LAPLACE CORR    -          4.35  (seconds)                    DEFLEC18
 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
 EJ1951.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1951.GEOID18 height accuracy estimate available here.
 EJ1951
 EJ1951.The vertical order pertains to the NGVD 29 superseded value.
 EJ1951
 EJ1951.Click photographs - Photos may exist for this station.
 EJ1951
 EJ1951.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1951
 EJ1951. The following values were computed from the NAD 83(1997) position.
 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 AZ MK                        249 29 17.7
 EJ1951:UTM  15      -  HOT SPRINGS AZ MK                        248 55 45.0
 EJ1951
 EJ1951_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU9133515898(NAD 83)
 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             165.84   (m)          544.1    (f) LEVELING    3  
 EJ1951
 EJ1951.Superseded values are not recommended for survey control.
 EJ1951
 EJ1951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1951.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1951
 EJ1951_MARKER: DS = TRIANGULATION STATION DISK
 EJ1951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1951_STAMPING: HOT SPRINGS 2 1960
 EJ1951_MARK LOGO: CGS
 EJ1951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1951+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1587 ***********************************************************************
 EJ1587  DESIGNATION -  HOT SPRINGS AZ MK
 EJ1587  PID         -  EJ1587
 EJ1587  STATE/COUNTY-  AR/GARLAND
 EJ1587  COUNTRY     -  US
 EJ1587  USGS QUAD   -  HOT SPRINGS SOUTH (2017)
 EJ1587
 EJ1587                         *CURRENT SURVEY CONTROL
 EJ1587  ______________________________________________________________________
 EJ1587* NAD 83(1986) POSITION- 34 28 58.50   (N) 093 05 59.07   (W)   HD_HELD1
 EJ1587* NAVD 88 ORTHO HEIGHT -   160.029 (meters)      525.03  (feet) ADJUSTED
 EJ1587  ______________________________________________________________________
 EJ1587  GEOID HEIGHT    -        -27.305 (meters)                     GEOID18
 EJ1587  DYNAMIC HEIGHT  -        159.870 (meters)      524.51  (feet) COMP
 EJ1587  MODELED GRAVITY -    979,644.4   (mgal)                       NAVD 88
 EJ1587
 EJ1587  VERT ORDER      -  SECOND    CLASS 0
 EJ1587
 EJ1587.The horizontal coordinates were determined by differentially corrected
 EJ1587.hand held GPS observations or other comparable positioning techniques
 EJ1587.and have an estimated accuracy of +/- 3 meters.
 EJ1587
 EJ1587.The orthometric height was determined by differential leveling and
 EJ1587.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1587.in June 1991.
 EJ1587
 EJ1587.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1587.GEOID18 height accuracy estimate available here.
 EJ1587
 EJ1587.Click photographs - Photos may exist for this station.
 EJ1587
 EJ1587.The dynamic height is computed by dividing the NAVD 88
 EJ1587.geopotential number by the normal gravity value computed on the
 EJ1587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1587.degrees latitude (g = 980.6199 gals.).
 EJ1587
 EJ1587.The modeled gravity was interpolated from observed gravity values.
 EJ1587
 EJ1587;                    North         East    Units  Estimated Accuracy
 EJ1587;SPC AR S     -   601,989.9     298,986.2     MT  (+/- 3 meters HH1 GPS) 
 EJ1587
 EJ1587_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU9084115707(NAD 83)
 EJ1587
 EJ1587                          SUPERSEDED SURVEY CONTROL
 EJ1587
 EJ1587  NGVD 29 (??/??/92)  160.03   (m)          525.0    (f) COMPUTED    2 0
 EJ1587
 EJ1587.Superseded values are not recommended for survey control.
 EJ1587
 EJ1587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1587.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1587
 EJ1587_MARKER: DZ = AZIMUTH MARK DISK
 EJ1587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1587_STAMPING: HOT SPRINGS 1956
 EJ1587_MARK LOGO: CGS
 EJ1587_PROJECTION: PROJECTING 5 CENTIMETERS
 EJ1587_MAGNETIC: N = NO MAGNETIC MATERIAL
 EJ1587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1587+STABILITY: SURFACE MOTION
 EJ1587_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EJ1587+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2017
 EJ1587
 EJ1587  HISTORY     - Date     Condition        Report By
 EJ1587  HISTORY     - 1956     MONUMENTED       CGS
 EJ1587  HISTORY     - 20140805 GOOD             BFENG
 EJ1587  HISTORY     - 20160309 GOOD             ARHD
 EJ1587  HISTORY     - 20170912 GOOD             ARHD
 EJ1587
 EJ1587                          STATION DESCRIPTION
 EJ1587
 EJ1587'DESCRIBED BY B AND F ENGINEERING 2014 (KDW)
 EJ1587'THE STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) SOUTHEAST OF MOUNTAIN
 EJ1587'PINE, 6.9 MI (11.1 KM) EAST-NORTHEAST OF HEMPWALLACE AND 2.9 MI (4.7
 EJ1587'KM) WEST-SOUTHWEST OF HOT SPRINGS.
 EJ1587'
 EJ1587'TO REACH FROM THE INTERSECTION OF US HIGHWAY 270 AND 70 INCH HOT
 EJ1587'SPRINGS, GO WEST ON HIGHWAY 70 1.1 MI (1.8 KM) TO MARK ON THE RIGHT.
 EJ1587'
 EJ1587'IT IS 23 FT (7.0 M) NORTHWEST OF THE RETAINING WALL WITH HAND RAIL, 73
 EJ1587'FT (22.3 M) SOUTHEAST OF THE CENTERLINE WALKING PATH FOR FAMILY PARK,
 EJ1587'256 FT (78.0 M) NORTHEAST FROM END OF RETAINING WALL.  STATION IS
 EJ1587'BRASS DISK IN 1 FT (0.3 M) DIAMETER CONCRETE POST AT WOOD LINE, 0.3 FT
 EJ1587'(9 CM) ABOVE GROUND.
 EJ1587
 EJ1587                          STATION RECOVERY (2016)
 EJ1587
 EJ1587'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (VJB)
 EJ1587'RECOVERED IN GOOD CONDITION.
 EJ1587
 EJ1587                          STATION RECOVERY (2017)
 EJ1587
 EJ1587'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2017 (BAB)
 EJ1587'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1949 ***********************************************************************
 EJ1949  DESIGNATION -  HOT SPRINGS MEM FLD APT STA ARP
 EJ1949  PID         -  EJ1949
 EJ1949  STATE/COUNTY-  AR/GARLAND
 EJ1949  COUNTRY     -  US
 EJ1949  USGS QUAD   -  HOT SPRINGS SOUTH (2017)
 EJ1949
 EJ1949                         *CURRENT SURVEY CONTROL
 EJ1949  ______________________________________________________________________
 EJ1949* NAD 83(1997) POSITION- 34 28 41.62890(N) 093 05 44.97970(W)   ADJUSTED
 EJ1949* NAVD 88 ORTHO HEIGHT -   155.    (meters)      509.    (feet) SCALED
 EJ1949  ______________________________________________________________________
 EJ1949  GEOID HEIGHT    -        -27.286 (meters)                     GEOID18
 EJ1949  LAPLACE CORR    -          4.33  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1949.GEOID18 height accuracy estimate available here.
 EJ1949
 EJ1949.Click photographs - Photos may exist for this station.
 EJ1949
 EJ1949.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1949
 EJ1949. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU9120015187(NAD 83)
 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
 EJ1949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1949.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1949
 EJ1949_MARKER: DT = TOPOGRAPHIC STATION DISK
 EJ1949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1949_STAMPING: ARP 1960
 EJ1949_MARK LOGO: CGS
 EJ1949_PROJECTION: FLUSH
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1952 ***********************************************************************
 EJ1952  DESIGNATION -  HOT SPRINGS MEM FLD APT STA B
 EJ1952  PID         -  EJ1952
 EJ1952  STATE/COUNTY-  AR/GARLAND
 EJ1952  COUNTRY     -  US
 EJ1952  USGS QUAD   -  HOT SPRINGS SOUTH (2017)
 EJ1952
 EJ1952                         *CURRENT SURVEY CONTROL
 EJ1952  ______________________________________________________________________
 EJ1952* NAD 83(1997) POSITION- 34 28 28.59679(N) 093 06 11.40573(W)   ADJUSTED
 EJ1952* NAVD 88 ORTHO HEIGHT -   154.    (meters)      505.    (feet) SCALED
 EJ1952  ______________________________________________________________________
 EJ1952  GEOID HEIGHT    -        -27.300 (meters)                     GEOID18
 EJ1952  LAPLACE CORR    -          4.26  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1952.GEOID18 height accuracy estimate available here.
 EJ1952
 EJ1952.Click photographs - Photos may exist for this station.
 EJ1952
 EJ1952.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1952
 EJ1952. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU9052514786(NAD 83)
 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
 EJ1952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1952.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1952
 EJ1952_MARKER: DT = TOPOGRAPHIC STATION DISK
 EJ1952_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 EJ1952+WITH SETTING: PAVEMENT
 EJ1952_SP_SET: LIGHT BASE
 EJ1952_STAMPING: AP 1960 STA B
 EJ1952_MARK LOGO: CGS
 EJ1952_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EJ1952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1952+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1956 ***********************************************************************
 EJ1956  DESIGNATION -  HOT SPRINGS MEM FLD APT STA A 2
 EJ1956  PID         -  EJ1956
 EJ1956  STATE/COUNTY-  AR/GARLAND
 EJ1956  COUNTRY     -  US
 EJ1956  USGS QUAD   -  HOT SPRINGS SOUTH (2017)
 EJ1956
 EJ1956                         *CURRENT SURVEY CONTROL
 EJ1956  ______________________________________________________________________
 EJ1956* NAD 83(1997) POSITION- 34 28 57.03627(N) 093 05 22.52155(W)   ADJUSTED
 EJ1956* NAVD 88 ORTHO HEIGHT -   162.20  (+/-2cm)      532.2   (feet) VERTCON3
 EJ1956  ______________________________________________________________________
 EJ1956  GEOID HEIGHT    -        -27.275 (meters)                     GEOID18
 EJ1956  LAPLACE CORR    -          4.34  (seconds)                    DEFLEC18
 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
 EJ1956.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1956.GEOID18 height accuracy estimate available here.
 EJ1956
 EJ1956.The vertical order pertains to the NGVD 29 superseded value.
 EJ1956
 EJ1956.Click photographs - Photos may exist for this station.
 EJ1956
 EJ1956.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1956
 EJ1956. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU9177315661(NAD 83)
 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             162.19   (m)          532.1    (f) LEVELING    3  
 EJ1956
 EJ1956.Superseded values are not recommended for survey control.
 EJ1956
 EJ1956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1956.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1956
 EJ1956_MARKER: DT = TOPOGRAPHIC STATION DISK
 EJ1956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1956_STAMPING: APT STA A 2 1965
 EJ1956_MARK LOGO: CGS
 EJ1956_PROJECTION: FLUSH
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1957 ***********************************************************************
 EJ1957  DESIGNATION -  HOT SPRINGS MEM FLD APT STA B 2
 EJ1957  PID         -  EJ1957
 EJ1957  STATE/COUNTY-  AR/GARLAND
 EJ1957  COUNTRY     -  US
 EJ1957  USGS QUAD   -  HOT SPRINGS SOUTH (2017)
 EJ1957
 EJ1957                         *CURRENT SURVEY CONTROL
 EJ1957  ______________________________________________________________________
 EJ1957* NAD 83(1997) POSITION- 34 28 28.15379(N) 093 06 11.02400(W)   ADJUSTED
 EJ1957* NAVD 88 ORTHO HEIGHT -   153.71  (+/-2cm)      504.3   (feet) VERTCON3
 EJ1957  ______________________________________________________________________
 EJ1957  GEOID HEIGHT    -        -27.300 (meters)                     GEOID18
 EJ1957  LAPLACE CORR    -          4.26  (seconds)                    DEFLEC18
 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
 EJ1957.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1957.GEOID18 height accuracy estimate available here.
 EJ1957
 EJ1957.The vertical order pertains to the NGVD 29 superseded value.
 EJ1957
 EJ1957.Click photographs - Photos may exist for this station.
 EJ1957
 EJ1957.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1957
 EJ1957. The following values were computed from the NAD 83(1997) position.
 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  =   0.99958126
 EJ1957
 EJ1957_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU9053514773(NAD 83)
 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             153.71   (m)          504.3    (f) LEVELING    3  
 EJ1957
 EJ1957.Superseded values are not recommended for survey control.
 EJ1957
 EJ1957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1957.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1957
 EJ1957_MARKER: DT = TOPOGRAPHIC STATION DISK
 EJ1957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1957_STAMPING: APT STA B 2 1965
 EJ1957_MARK LOGO: CGS
 EJ1957_PROJECTION: FLUSH
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1950 ***********************************************************************
 EJ1950  DESIGNATION -  HOT SPRINGS OAKLAWN PARK CUP
 EJ1950  PID         -  EJ1950
 EJ1950  STATE/COUNTY-  AR/GARLAND
 EJ1950  COUNTRY     -  US
 EJ1950  USGS QUAD   -  HOT SPRINGS SOUTH (2017)
 EJ1950
 EJ1950                         *CURRENT SURVEY CONTROL
 EJ1950  ______________________________________________________________________
 EJ1950* NAD 83(1997) POSITION- 34 29 02.83069(N) 093 03 32.92851(W)   ADJUSTED
 EJ1950  ______________________________________________________________________
 EJ1950  GEOID HEIGHT    -        -27.193 (meters)                     GEOID18
 EJ1950  LAPLACE CORR    -          4.16  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1950.GEOID18 height accuracy estimate available here.
 EJ1950
 EJ1950.Click photographs - Photos may exist for this station.
 EJ1950
 EJ1950.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1950
 EJ1950. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU9456915837(NAD 83)
 EJ1950
 EJ1950                          SUPERSEDED SURVEY CONTROL
 EJ1950
 EJ1950  NAD 83(1986)-  34 29 02.84180(N)    093 03 32.92098(W) AD(       ) 3
 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
 EJ1950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1950.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1950
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1774 ***********************************************************************
 FG1774  DESIGNATION -  HOUSLEY
 FG1774  PID         -  FG1774
 FG1774  STATE/COUNTY-  AR/SEARCY
 FG1774  COUNTRY     -  US
 FG1774  USGS QUAD   -  CANAAN (2017)
 FG1774
 FG1774                         *CURRENT SURVEY CONTROL
 FG1774  ______________________________________________________________________
 FG1774* NAD 83(1997) POSITION- 35 49 18.14253(N) 092 44 22.66993(W)   ADJUSTED
 FG1774* NAVD 88 ORTHO HEIGHT -   594.    (meters)     1949.    (feet) SCALED
 FG1774  ______________________________________________________________________
 FG1774  GEOID HEIGHT    -        -27.975 (meters)                     GEOID18
 FG1774  LAPLACE CORR    -          1.45  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1774.GEOID18 height accuracy estimate available here.
 FG1774
 FG1774.Click photographs - Photos may exist for this station.
 FG1774
 FG1774.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1774
 FG1774. The following values were computed from the NAD 83(1997) position.
 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     -   0.99991115  x   0.99994449  =   0.99985565
 FG1774!UTM  15      -   0.99991115  x   0.99960682  =   0.99951801
 FG1774
 FG1774:                Primary Azimuth Mark                     Grid Az
 FG1774:SPC AR N     -  HOUSLEY AZ MK                            222 08 56.5
 FG1774:UTM  15      -  HOUSLEY AZ MK                            221 33 58.5
 FG1774
 FG1774_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV2351964204(NAD 83)
 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
 FG1774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1774.See file dsdata.pdf to determine how the superseded data were derived.
 FG1774
 FG1774_MARKER: DS = TRIANGULATION STATION DISK
 FG1774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1774_STAMPING: HOUSLEY 1954
 FG1774_MARK LOGO: CGS
 FG1774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1774+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2859 ***********************************************************************
 EH2859  DESIGNATION -  HOUSTON RESET
 EH2859  PID         -  EH2859
 EH2859  STATE/COUNTY-  AR/PHILLIPS
 EH2859  COUNTRY     -  US
 EH2859  USGS QUAD   -  WEST HELENA (2017)
 EH2859
 EH2859                         *CURRENT SURVEY CONTROL
 EH2859  ______________________________________________________________________
 EH2859* NAD 83(1997) POSITION- 34 34 06.23588(N) 090 37 38.61988(W)   ADJUSTED
 EH2859* NAVD 88 ORTHO HEIGHT -   119.5   (meters)      392.    (feet) VERTCON3
 EH2859  ______________________________________________________________________
 EH2859  GEOID HEIGHT    -        -27.001 (meters)                     GEOID18
 EH2859  LAPLACE CORR    -          0.16  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2859.GEOID18 height accuracy estimate available here.
 EH2859
 EH2859.Click photographs - Photos may exist for this station.
 EH2859
 EH2859.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2859
 EH2859. The following values were computed from the NAD 83(1997) position.
 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     -   0.99998549  x   0.99996179  =   0.99994728
 EH2859!SPC MS W     -   0.99998549  x   0.99995897  =   0.99994446
 EH2859!UTM  15      -   0.99998549  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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU1765727739(NAD 83)
 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 1455113.7 |
 EH2859| EH2850 HELENA US ENGRS RAD MAST            APPROX. 5.7 KM 1482949.0 |
 EH2859| EH2844 HELENA US ENGINEERS RADIO MAST      APPROX. 5.7 KM 1483448.4 |
 EH2859| EH2847 HELENA CO CITY POLICE RAD TWR       APPROX. 5.6 KM 1483835.0 |
 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 1523745.2 |
 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 1813617.1 |
 EH2859| EH2856 HELENA RAD KFFA SE MAST OF 4        APPROX. 4.6 KM 1813842.3 |
 EH2859| EH2855 HELENA RAD KFFA SW MAST OF 4        APPROX. 4.6 KM 1834136.1 |
 EH2859| EH2860 HELENA RAD KFFA NW MAST OF 4        APPROX. 4.5 KM 1834209.2 |
 EH2859| CY6264 HOUSTON RM 3                         23.565 METERS 33124     |
 EH2859|---------------------------------------------------------------------|
 EH2859
 EH2859                          SUPERSEDED SURVEY CONTROL
 EH2859
 EH2859  NAD 83(1995)-  34 34 06.23637(N)    090 37 38.62039(W) AD(       ) 1
 EH2859  NAD 83(1993)-  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
 EH2859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2859.See file dsdata.pdf to determine how the superseded data were derived.
 EH2859
 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 TOWER.
 EH2859'IT IS NEAR THE TOP OF A HILL, 0.05 MILE NORTHEAST OF A FARM HOUSE,
 EH2859'57.0 FEET NORTH OF THE CENTER OF STATE ROUTE NO.  44 AND 2.5 FEET
 EH2859'SOUTHEAST OF A WITNESS POST.  IT PROJECTS 4 INCHES AND IS STAMPED
 EH2859'HOUSTON 1953.
 EH2859'
 EH2859'REFERENCE MARK NO. 1 IS ABOUT THE SAME ELEVATION AS THE STATION AND
 EH2859'49.0 FEET NORTH OF THE CENTER OF STATE ROUTE NO. 44.  IT PROJECTS 4
 EH2859'INCHES AND IS STAMPED HOUSTON NO 1 1953.
 EH2859'
 EH2859'REFERENCE MARK NO. 2 IS ACROSS THE HIGHWAY FROM THE STATION AND ABOUT
 EH2859'5 FEET BELOW THE STATION ELEVATION.  IT IS 27.0 FEET SOUTH OF THE
 EH2859'CENTER OF STATE ROUTE NO. 44.  IT PROJECTS 5 INCHES AND IS STAMPED
 EH2859'HOUSTON NO 2 1953.
 EH2859'
 EH2859'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 IS
 EH2859'106.2 FEET.
 EH2859'
 EH2859'THE AZIMUTH MARK IS 112.0 FEET SOUTH OF A TRIANGULAR BLAZED OAK TREE,
 EH2859'53.0 FEET NORTH OF THE CENTER OF A ROAD FORK, 31.0 FEET WEST OF WHERE
 EH2859'A BANK DROPS SHARP TO THE EAST, 16.0 FEET EAST OF THE CENTER OF A
 EH2859'TRACK ROAD AND 1.5 FEET WEST OF A WITNESS POST.  IT PROJECTS 4 INCHES
 EH2859'AND IS STAMPED HOUSTON 1953.
 EH2859'
 EH2859'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE NO. 20 AND STATE
 EH2859'ROUTE NO. 44 ABOUT 0.1 MILE EAST OF THE POST OFFICE IN WEST HELENA, GO
 EH2859'NORTH AND NORTHEASTERLY ON STATE ROUTE NO.  44 FOR 3.65 MILES TO THE
 EH2859'TOP OF THE HILL AND THE STATION ON THE LEFT AS DESCRIBED.
 EH2859'
 EH2859'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHERLY ON A TRACK
 EH2859'ROAD FOR 0.3 MILE TO WHERE THE TRACK ROAD FORKS AND THE MARK ON THE
 EH2859'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 BROKEN
 EH2859'OFF.  THE POST WAS REMOVED, THE UNDERGROUND POINT HELD, AND NEW
 EH2859'SURFACE AND UNDERGROUND MARKS WERE SET.  REFERENCE MARK 2 AND THE
 EH2859'AZIMUTH MARK WERE SEARCHED FOR BUT NOT RECOVERED.  REFERENCE MARK 3
 EH2859'WAS ESTABLISHED AT THIS TIME.  NO SUITABLE LOCATION FOUND FOR A NEW
 EH2859'AZIMUTH MARK.  THE DISTANCE TO REFERENCE MARK 1 WAS NOTED TO BE 0.014
 EH2859'METER LONGER, AND THE DIRECTION WAS NOTED TO BE 1 MINUTE 18.46 SECONDS
 EH2859'LARGER THAN THE 1953 OBSERVATIONS.
 EH2859'
 EH2859'THE STATION IS LOCATED ABOUT 6.4 KM NORTHWEST OF HELENA, 4.8 KM
 EH2859'NORTH-NORTHEAST OF WEST HELENA, AND ON PROPERTY OF THE ARKANSAS
 EH2859'HIGHWAY DEPARTMENT.  PERMISSION TO USE THE STATION WAS OBTAINED FROM
 EH2859'MR. B.D. MULHOLLEN, DISTRICT ENGINEER, ARKANSAS HIGHWAY DEPARTMENT,
 EH2859'P.O. BOX 278, WYNNE, AR 72396.  TELEPHONE NUMBER 501-238-8144.
 EH2859'
 EH2859'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 49 BUSINESS AND
 EH2859'STATE ROUTE 242 IN THE CENTER OF WEST HELENA, GO NORTH ON STATE ROUTE
 EH2859'242 FOR 3.53 KM (2.2 MI) TO A FORK JUST BEYOND A CITY LIMITS SIGN.
 EH2859'TAKE THE RIGHT FORK AND GO EASTERLY, UPHILL, ON A PAVED ROAD FOR 0.56
 EH2859'KM (0.35 MI) 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 THE STATION ON
 EH2859'THE LEFT.
 EH2859'
 EH2859'THE STATION IS A STANDARD NGS DISK STAMPED ---HOUSTON 1953 1980---,
 EH2859'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH
 EH2859'WITH GROUND.  IT IS LOCATED 19.0 METERS NORTH FROM THE CENTER OF THE
 EH2859'PAVED ROAD, 13.5 METERS EAST FROM THE CENTER OF A GRAVELED ROAD, 12.33
 EH2859'METERS NORTHEAST FROM THE RADIO MAST, 7.7 METERS WEST FROM A 20-INCH
 EH2859'TREE, AND 6.61 METERS SOUTHEAST FROM A METAL WITNESS POST.  THE
 EH2859'UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED
 EH2859'---HOUSTON 1953 1980---, SET INTO AN IRREGULAR MASS OF CONCRETE 1
 EH2859'METERS BELOW THE SURFACE.
 EH2859'
 EH2859'REFERENCE MARK NUMBER 01 IS A STANDARD CGS DISK STAMPED
 EH2859'---HOUSTON NO 1 1953---, SET INTO THE TOP OF A SQUARE CONCRETE
 EH2859'MONUMENT 25 CM ON A SIDE PROJECTING 4 CM ABOVE THE GROUND.  IT IS
 EH2859'LOCATED 19.5 METERS NORTH FROM THE CENTER OF THE PAVED ROAD, 14.2
 EH2859'METERS EAST FROM THE 20-INCH TREE, AND 0.40 METER WEST FROM A METAL
 EH2859'WITNESS POST.  MARK IS LEVEL WITH STATION.
 EH2859'
 EH2859'REFERENCE MARK NUMBER 03 IS A STANDARD NGS DISK STAMPED
 EH2859'---HOUSTON 1953 NO 3 1980---, SET INTO THE TOP OF A ROUND CONCRETE
 EH2859'MONUMENT 30 CM IN DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 13.45
 EH2859'METERS WEST-SOUTHWEST FROM THE RADIO MAST, 13.0 METERS NORTHWEST FROM
 EH2859'THE GRAVELED ROAD, AND 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, BRUSH, AND A
 EH2859'BUILDING ON LINE.  HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 30.1
 EH2859'METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DS1955 ***********************************************************************
 DS1955  DESIGNATION -  HOWARD RVR
 DS1955  PID         -  DS1955
 DS1955  STATE/COUNTY-  AR/CRAWFORD
 DS1955  COUNTRY     -  US
 DS1955  USGS QUAD   -  BARLING (2017)
 DS1955
 DS1955                         *CURRENT SURVEY CONTROL
 DS1955  ______________________________________________________________________
 DS1955* NAD 83(1986) POSITION- 35 20 52.5    (N) 094 17 10.9    (W)   HD_HELD2
 DS1955* NAVD 88 ORTHO HEIGHT -   121.372 (meters)      398.20  (feet) ADJUSTED
 DS1955  ______________________________________________________________________
 DS1955  GEOID HEIGHT    -        -30.112 (meters)                     GEOID18
 DS1955  DYNAMIC HEIGHT  -        121.258 (meters)      397.83  (feet) COMP
 DS1955  MODELED GRAVITY -    979,690.8   (mgal)                       NAVD 88
 DS1955
 DS1955  VERT ORDER      -  FIRST     CLASS II
 DS1955
 DS1955.The horizontal coordinates were established by autonomous hand held GPS
 DS1955.observations and have an estimated accuracy of +/- 10 meters.
 DS1955
 DS1955.The orthometric height was determined by differential leveling and
 DS1955.adjusted by the NATIONAL GEODETIC SURVEY
 DS1955.in September 2024.
 DS1955
 DS1955.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS1955.GEOID18 height accuracy estimate available here.
 DS1955
 DS1955.Click photographs - Photos may exist for this station.
 DS1955
 DS1955.The dynamic height is computed by dividing the NAVD 88
 DS1955.geopotential number by the normal gravity value computed on the
 DS1955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS1955.degrees latitude (g = 980.6199 gals.).
 DS1955
 DS1955.The modeled gravity was interpolated from observed gravity values.
 DS1955
 DS1955;                    North         East    Units  Estimated Accuracy
 DS1955;SPC AR N     -   114,972.      192,200.      MT  (+/- 10 meters HH2 GPS)
 DS1955
 DS1955_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV8311312386(NAD 83)
 DS1955
 DS1955                          SUPERSEDED SURVEY CONTROL
 DS1955
 DS1955.No superseded survey control is available for this station.
 DS1955
 DS1955_MARKER: F = FLANGE-ENCASED ROD
 DS1955_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DS1955_STAMPING: HOWARD RVR 2024
 DS1955_MARK LOGO: ARHD
 DS1955_PROJECTION: FLUSH
 DS1955_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DS1955_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS1955_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS1955+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2024
 DS1955_ROD/PIPE-DEPTH: 17.1 meters
 DS1955
 DS1955  HISTORY     - Date     Condition        Report By
 DS1955  HISTORY     - 20240514 MONUMENTED       ARHD
 DS1955
 DS1955                          STATION DESCRIPTION
 DS1955
 DS1955'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (JDH)
 DS1955'THE MARK IS LOCATED ABOUT 6.6 MI (10.6 KM) EAST OF SOUTH FORT SMITH,
 DS1955'6.5 MI (10.5 KM) WEST OF LAVACA AND 1.8 MI (2.9 KM) NORTH-NORTHEAST OF
 DS1955'BARLING.
 DS1955'
 DS1955'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 59 AND STATE HIGHWAY
 DS1955'22, HEAD NORTH ALONG HIGHWAY 59 FOR 2.75 MI (4.42 KM) TO DAM SITE
 DS1955'ROAD.  TURN LEFT AND GO SOUTH ALONG DAM SITE ROAD FOR 0.70 MI (1.13
 DS1955'KM) TO A DIRT ROAD, HEAD EAST ALONG THE DIRT ROAD FOR 0.42 MI (0.68
 DS1955'KM) TO THE STATION ON THE RIGHT.
 DS1955'
 DS1955'IT IS 31 FT (9.4 M) NORTH OF THE ARKANSAS RIVER BANK, 26 FT (7.9 M)
 DS1955'SOUTHWEST OF FC BDY 315 CORPS OF ENGINEER BOUNDARY MARK, 1 FT (0.3 M)
 DS1955'NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1916 ***********************************************************************
 EJ1916  DESIGNATION -  HOWELL
 EJ1916  PID         -  EJ1916
 EJ1916  STATE/COUNTY-  AR/PERRY
 EJ1916  COUNTRY     -  US
 EJ1916  USGS QUAD   -  NIMROD DAM (2017)
 EJ1916
 EJ1916                         *CURRENT SURVEY CONTROL
 EJ1916  ______________________________________________________________________
 EJ1916* NAD 83(1997) POSITION- 34 55 21.88415(N) 093 08 40.42435(W)   ADJUSTED
 EJ1916* NAVD 88 ORTHO HEIGHT -   243.    (meters)      797.    (feet) SCALED
 EJ1916  ______________________________________________________________________
 EJ1916  GEOID HEIGHT    -        -28.805 (meters)                     GEOID18
 EJ1916  LAPLACE CORR    -          2.96  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1916.GEOID18 height accuracy estimate available here.
 EJ1916
 EJ1916.Click photographs - Photos may exist for this station.
 EJ1916
 EJ1916.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1916
 EJ1916. The following values were computed from the NAD 83(1997) position.
 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  =   0.99956854
 EJ1916
 EJ1916:                Primary Azimuth Mark                     Grid Az
 EJ1916:SPC AR N     -  DAWSON                                   329 40 38.4
 EJ1916:SPC AR S     -  DAWSON                                   329 39 06.9
 EJ1916:UTM  15      -  DAWSON                                   329 05 38.6
 EJ1916
 EJ1916_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU8679664485(NAD 83)
 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
 EJ1916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1916.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1916
 EJ1916_MARKER: DS = TRIANGULATION STATION DISK
 EJ1916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1916_STAMPING: HOWELL 1940
 EJ1916_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 GE1042 ***********************************************************************
 GE1042  DESIGNATION -  HOXIE
 GE1042  PID         -  GE1042
 GE1042  STATE/COUNTY-  AR/LAWRENCE
 GE1042  COUNTRY     -  US
 GE1042  USGS QUAD   -  WALNUT RIDGE (2017)
 GE1042
 GE1042                         *CURRENT SURVEY CONTROL
 GE1042  ______________________________________________________________________
 GE1042* NAD 83(1997) POSITION- 36 00 51.41475(N) 090 59 58.90120(W)   ADJUSTED
 GE1042* NAVD 88 ORTHO HEIGHT -    80.    (meters)      262.    (feet) SCALED
 GE1042  ______________________________________________________________________
 GE1042  GEOID HEIGHT    -        -28.021 (meters)                     GEOID18
 GE1042  LAPLACE CORR    -          0.65  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE1042.GEOID18 height accuracy estimate available here.
 GE1042
 GE1042.Click photographs - Photos may exist for this station.
 GE1042
 GE1042.The Laplace correction was computed from DEFLEC18 derived deflections.
 GE1042
 GE1042. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV8026187383(NAD 83)
 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
 GE1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1042.See file dsdata.pdf to determine how the superseded data were derived.
 GE1042
 GE1042_MARKER: DS = TRIANGULATION STATION DISK
 GE1042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE1042_STAMPING: HOXIE 1954
 GE1042_MARK LOGO: CGS
 GE1042_PROJECTION: RECESSED 36 CENTIMETERS
 GE1042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE1042+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GE1043 ***********************************************************************
 GE1043  DESIGNATION -  HOXIE MUNICIPAL TANK
 GE1043  PID         -  GE1043
 GE1043  STATE/COUNTY-  AR/LAWRENCE
 GE1043  COUNTRY     -  US
 GE1043  USGS QUAD   -  WALNUT RIDGE (2017)
 GE1043
 GE1043                         *CURRENT SURVEY CONTROL
 GE1043  ______________________________________________________________________
 GE1043* NAD 83(1997) POSITION- 36 02 57.05257(N) 090 58 46.10151(W)   ADJUSTED
 GE1043  ______________________________________________________________________
 GE1043  GEOID HEIGHT    -        -28.048 (meters)                     GEOID18
 GE1043  LAPLACE CORR    -          0.55  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE1043.GEOID18 height accuracy estimate available here.
 GE1043
 GE1043.Click photographs - Photos may exist for this station.
 GE1043
 GE1043.The Laplace correction was computed from DEFLEC18 derived deflections.
 GE1043
 GE1043. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV8200391292(NAD 83)
 GE1043
 GE1043                          SUPERSEDED SURVEY CONTROL
 GE1043
 GE1043  NAD 83(1986)-  36 02 57.06329(N)    090 58 46.10110(W) AD(       ) 3
 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
 GE1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1043.See file dsdata.pdf to determine how the superseded data were derived.
 GE1043
 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 = MARCH 20, 2026 22:17:28 EDT
 GF1027 ***********************************************************************
 GF1027  SACS        -  This is a Secondary Airport Control Station.
 GF1027  DESIGNATION -  HRO C
 GF1027  PID         -  GF1027
 GF1027  STATE/COUNTY-  AR/BOONE
 GF1027  COUNTRY     -  US
 GF1027  USGS QUAD   -  BATAVIA (2017)
 GF1027
 GF1027                         *CURRENT SURVEY CONTROL
 GF1027  ______________________________________________________________________
 GF1027* NAD 83(2011) POSITION- 36 16 09.90638(N) 093 09 11.17254(W)   ADJUSTED
 GF1027* NAD 83(2011) ELLIP HT-   386.140 (meters)        (06/27/12)   ADJUSTED
 GF1027* NAD 83(2011) EPOCH   -  2010.00
 GF1027* NAVD 88 ORTHO HEIGHT -   414.43  (meters)     1359.7   (feet) GPS OBS
 GF1027  ______________________________________________________________________
 GF1027  NAVD 88 orthometric height was determined with an earlier geoid model
 GF1027  GEOID HEIGHT    -        -28.278 (meters)                     GEOID18
 GF1027  NAD 83(2011) X  -   -283,199.432 (meters)                     COMP
 GF1027  NAD 83(2011) Y  - -5,140,886.930 (meters)                     COMP
 GF1027  NAD 83(2011) Z  -  3,752,564.330 (meters)                     COMP
 GF1027  LAPLACE CORR    -         -0.81  (seconds)                    DEFLEC18
 GF1027
 GF1027  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GF1027  Standards:
 GF1027         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GF1027            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GF1027  -------------------------------------------------------------------
 GF1027  NETWORK    0.91   2.35           0.41   0.32   1.20      0.06693689
 GF1027  -------------------------------------------------------------------
 GF1027  Click here for local accuracies and other accuracy information.
 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 June 2012.
 GF1027
 GF1027.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GF1027.been affixed to the stable North American tectonic plate. See 
 GF1027.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GF1027
 GF1027.The horizontal coordinates are valid at the epoch date displayed above
 GF1027.which is a decimal equivalence of Year/Month/Day.
 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 published vertical control network.
 GF1027
 GF1027.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF1027.GEOID18 height accuracy estimate available here.
 GF1027
 GF1027.Click photographs - Photos may exist for this station.
 GF1027
 GF1027.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GF1027
 GF1027.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF1027
 GF1027.The ellipsoidal height was determined by GPS observations
 GF1027.and is referenced to NAD 83.
 GF1027
 GF1027. The following values were computed from the NAD 83(2011) position.
 GF1027
 GF1027;                    North         East     Units Scale Factor Converg.
 GF1027;SPC AR N     -   215,406.852   296,388.331   MT  1.00000733   -0 40 15.6
 GF1027;SPC AR N     -   706,713.98    972,400.72   sFT  1.00000733   -0 40 15.6
 GF1027;UTM  15      - 4,013,842.439   486,248.230   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  =   0.99954176
 GF1027
 GF1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA8624813842(NAD 83)
 GF1027
 GF1027                          SUPERSEDED SURVEY CONTROL
 GF1027
 GF1027  NAD 83(2007)-  36 16 09.90640(N)    093 09 11.17335(W) AD(2002.00) 0
 GF1027  ELLIP H (02/10/07)  386.160  (m)                       GP(2002.00)    
 GF1027  ELLIP H (12/12/01)  386.162  (m)                       GP(       ) 4 1
 GF1027  NAD 83(1997)-  36 16 09.90626(N)    093 09 11.17359(W) AD(       ) 1
 GF1027  ELLIP H (02/17/00)  386.174  (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)  386.217  (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)  386.174  (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             414.28   (m)         1359.2    (f) LEVELING    3  
 GF1027
 GF1027.Superseded values are not recommended for survey control.
 GF1027
 GF1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF1027.See file dsdata.pdf to determine how the superseded data were derived.
 GF1027
 GF1027_MARKER: DD = SURVEY DISK
 GF1027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF1027_STAMPING: HRO C 1974
 GF1027_MARK LOGO: NOS
 GF1027_PROJECTION: FLUSH
 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 - July 20, 2015
 GF1027
 GF1027  HISTORY     - Date     Condition        Report By
 GF1027  HISTORY     - 1974     MONUMENTED       NOS
 GF1027  HISTORY     - 19891109 GOOD             NGS
 GF1027  HISTORY     - 19921119 GOOD
 GF1027  HISTORY     - 19990609 GOOD             NGS
 GF1027  HISTORY     - 20150720 GOOD             INDIV
 GF1027
 GF1027                          STATION DESCRIPTION
 GF1027
 GF1027'DESCRIBED BY NATIONAL OCEAN SERVICE 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.
 GF1027
 GF1027                          STATION RECOVERY (2015)
 GF1027
 GF1027'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (RLJ)
 GF1027'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF1028 ***********************************************************************
 GF1028  SACS        -  This is a Secondary Airport Control Station.
 GF1028  DESIGNATION -  HRO D
 GF1028  PID         -  GF1028
 GF1028  STATE/COUNTY-  AR/BOONE
 GF1028  COUNTRY     -  US
 GF1028  USGS QUAD   -  BATAVIA (2017)
 GF1028
 GF1028                         *CURRENT SURVEY CONTROL
 GF1028  ______________________________________________________________________
 GF1028* NAD 83(2011) POSITION- 36 15 17.55270(N) 093 09 17.42121(W)   ADJUSTED
 GF1028* NAD 83(2011) ELLIP HT-   382.247 (meters)        (06/27/12)   ADJUSTED
 GF1028* NAD 83(2011) EPOCH   -  2010.00
 GF1028* NAVD 88 ORTHO HEIGHT -   410.53  (meters)     1346.9   (feet) GPS OBS
 GF1028  ______________________________________________________________________
 GF1028  NAVD 88 orthometric height was determined with an earlier geoid model
 GF1028  GEOID HEIGHT    -        -28.267 (meters)                     GEOID18
 GF1028  NAD 83(2011) X  -   -283,407.532 (meters)                     COMP
 GF1028  NAD 83(2011) Y  - -5,141,828.305 (meters)                     COMP
 GF1028  NAD 83(2011) Z  -  3,751,260.781 (meters)                     COMP
 GF1028  LAPLACE CORR    -         -1.33  (seconds)                    DEFLEC18
 GF1028
 GF1028  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GF1028  Standards:
 GF1028         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GF1028            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GF1028  -------------------------------------------------------------------
 GF1028  NETWORK    0.93   2.49           0.42   0.33   1.27      0.05196521
 GF1028  -------------------------------------------------------------------
 GF1028  Click here for local accuracies and other accuracy information.
 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 June 2012.
 GF1028
 GF1028.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GF1028.been affixed to the stable North American tectonic plate. See 
 GF1028.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GF1028
 GF1028.The horizontal coordinates are valid at the epoch date displayed above
 GF1028.which is a decimal equivalence of Year/Month/Day.
 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 published vertical control network.
 GF1028
 GF1028.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF1028.GEOID18 height accuracy estimate available here.
 GF1028
 GF1028.Click photographs - Photos may exist for this station.
 GF1028
 GF1028.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GF1028
 GF1028.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF1028
 GF1028.The ellipsoidal height was determined by GPS observations
 GF1028.and is referenced to NAD 83.
 GF1028
 GF1028. The following values were computed from the NAD 83(2011) position.
 GF1028
 GF1028;                    North         East     Units Scale Factor Converg.
 GF1028;SPC AR N     -   213,795.069   296,213.448   MT  1.00000433   -0 40 19.2
 GF1028;SPC AR N     -   701,425.99    971,826.95   sFT  1.00000433   -0 40 19.2
 GF1028;UTM  15      - 4,012,229.617   486,089.747   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  =   0.99954242
 GF1028
 GF1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA8608912229(NAD 83)
 GF1028
 GF1028                          SUPERSEDED SURVEY CONTROL
 GF1028
 GF1028  NAD 83(2007)-  36 15 17.55272(N)    093 09 17.42201(W) AD(2002.00) 0
 GF1028  ELLIP H (02/10/07)  382.267  (m)                       GP(2002.00)    
 GF1028  ELLIP H (12/12/01)  382.269  (m)                       GP(       ) 4 1
 GF1028  NAD 83(1997)-  36 15 17.55258(N)    093 09 17.42226(W) AD(       ) 1
 GF1028  ELLIP H (02/17/00)  382.282  (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)  382.327  (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)  382.282  (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             410.38   (m)         1346.4    (f) LEVELING    3  
 GF1028
 GF1028.Superseded values are not recommended for survey control.
 GF1028
 GF1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF1028.See file dsdata.pdf to determine how the superseded data were derived.
 GF1028
 GF1028_MARKER: DD = SURVEY DISK
 GF1028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF1028_STAMPING: HRO D 1974
 GF1028_MARK LOGO: NOS
 GF1028_PROJECTION: FLUSH
 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 - July 20, 2015
 GF1028
 GF1028  HISTORY     - Date     Condition        Report By
 GF1028  HISTORY     - 1974     MONUMENTED       NOS
 GF1028  HISTORY     - 19891109 GOOD             NGS
 GF1028  HISTORY     - 19921119 GOOD
 GF1028  HISTORY     - 19990609 GOOD             NGS
 GF1028  HISTORY     - 20150720 GOOD             INDIV
 GF1028
 GF1028                          STATION DESCRIPTION
 GF1028
 GF1028'DESCRIBED BY NATIONAL OCEAN SERVICE 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.
 GF1028
 GF1028                          STATION RECOVERY (2015)
 GF1028
 GF1028'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (RLJ)
 GF1028'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1855 ***********************************************************************
 FG1855  DESIGNATION -  HUCKLEBERRY
 FG1855  PID         -  FG1855
 FG1855  STATE/COUNTY-  AR/LOGAN
 FG1855  COUNTRY     -  US
 FG1855  USGS QUAD   -  CHICKALAH MOUNTAIN WEST (2017)
 FG1855
 FG1855                         *CURRENT SURVEY CONTROL
 FG1855  ______________________________________________________________________
 FG1855* NAD 83(1997) POSITION- 35 13 25.77580(N) 093 28 20.51416(W)   ADJUSTED
 FG1855* NAVD 88 ORTHO HEIGHT -   579.    (meters)     1900.    (feet) SCALED
 FG1855  ______________________________________________________________________
 FG1855  GEOID HEIGHT    -        -29.498 (meters)                     GEOID18
 FG1855  LAPLACE CORR    -          0.00  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1855.GEOID18 height accuracy estimate available here.
 FG1855
 FG1855.Click photographs - Photos may exist for this station.
 FG1855
 FG1855.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1855
 FG1855. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 FG1855:SPC AR N     -  HUCKLEBERRY AZ MK                        288 03 14.5
 FG1855:UTM  15      -  HUCKLEBERRY AZ MK                        287 28 10.9
 FG1855
 FG1855_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU5701397967(NAD 83)
 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(1993)-  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
 FG1855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1855.See file dsdata.pdf to determine how the superseded data were derived.
 FG1855
 FG1855_MARKER: DS = TRIANGULATION STATION DISK
 FG1855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1855_STAMPING: HUCKLEBERRY 1940
 FG1855_MARK LOGO: CGS
 FG1855_PROJECTION: RECESSED 15 CENTIMETERS
 FG1855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1855+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1330 ***********************************************************************
 DL1330  DESIGNATION -  HUDSON
 DL1330  PID         -  DL1330
 DL1330  STATE/COUNTY-  AR/UNION
 DL1330  COUNTRY     -  US
 DL1330  USGS QUAD   -  GARDNER (2017)
 DL1330
 DL1330                         *CURRENT SURVEY CONTROL
 DL1330  ______________________________________________________________________
 DL1330* NAD 83(1997) POSITION- 33 04 57.11744(N) 092 29 51.35634(W)   ADJUSTED
 DL1330* NAVD 88 ORTHO HEIGHT -    82.    (meters)      269.    (feet) SCALED
 DL1330  ______________________________________________________________________
 DL1330  GEOID HEIGHT    -        -26.203 (meters)                     GEOID18
 DL1330  LAPLACE CORR    -          0.39  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1330.GEOID18 height accuracy estimate available here.
 DL1330
 DL1330.Click photographs - Photos may exist for this station.
 DL1330
 DL1330.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1330
 DL1330. The following values were computed from the NAD 83(1997) position.
 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  =   0.99961836
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS4688860548(NAD 83)
 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(1993)-  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
 DL1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1330.See file dsdata.pdf to determine how the superseded data were derived.
 DL1330
 DL1330_MARKER: DS = TRIANGULATION STATION DISK
 DL1330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1330_STAMPING: HUDSON 1952
 DL1330_MARK LOGO: CGS
 DL1330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1330+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DK1036 ***********************************************************************
 DK1036  DESIGNATION -  HUDSPETH
 DK1036  PID         -  DK1036
 DK1036  STATE/COUNTY-  AR/CHICOT
 DK1036  COUNTRY     -  US
 DK1036  USGS QUAD   -  JEROME (2017)
 DK1036
 DK1036                         *CURRENT SURVEY CONTROL
 DK1036  ______________________________________________________________________
 DK1036* NAD 83(1986) POSITION- 33 26 24.     (N) 091 27 06.     (W)   SCALED
 DK1036* NAVD 88 ORTHO HEIGHT -    40.686 (meters)      133.48  (feet) ADJUSTED
 DK1036  ______________________________________________________________________
 DK1036  GEOID HEIGHT    -        -26.045 (meters)                     GEOID18
 DK1036  DYNAMIC HEIGHT  -         40.644 (meters)      133.35  (feet) COMP
 DK1036  MODELED GRAVITY -    979,595.6   (mgal)                       NAVD 88
 DK1036
 DK1036  VERT ORDER      -  SECOND    CLASS 0
 DK1036
 DK1036.The horizontal coordinates were scaled from a map and have
 DK1036.an estimated accuracy of +/- 6 seconds.
 DK1036
 DK1036.The orthometric height was determined by differential leveling and
 DK1036.adjusted by the NATIONAL GEODETIC SURVEY
 DK1036.in June 1991.
 DK1036
 DK1036.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1036.GEOID18 height accuracy estimate available here.
 DK1036
 DK1036.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT439011(NAD 83)
 DK1036
 DK1036                          SUPERSEDED SURVEY CONTROL
 DK1036
 DK1036  NGVD 29 (11/26/84)   40.801  (m)          133.86   (f) ADJUSTED    2 0
 DK1036
 DK1036.Superseded values are not recommended for survey control.
 DK1036
 DK1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1036.See file dsdata.pdf to determine how the superseded data were derived.
 DK1036
 DK1036_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1036_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1036_MARK LOGO: USACE
 DK1036_MAGNETIC: P = MARKER IS A STEEL PIPE
 DK1036_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1036
 DK1036  HISTORY     - Date     Condition        Report By
 DK1036  HISTORY     - UNK      MONUMENTED       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 EH3039 ***********************************************************************
 EH3039  DESIGNATION -  HUGHES
 EH3039  PID         -  EH3039
 EH3039  STATE/COUNTY-  AR/LONOKE
 EH3039  COUNTRY     -  US
 EH3039  USGS QUAD   -  SHERRILL (2017)
 EH3039
 EH3039                         *CURRENT SURVEY CONTROL
 EH3039  ______________________________________________________________________
 EH3039* NAD 83(1997) POSITION- 34 29 31.01703(N) 091 59 17.52958(W)   ADJUSTED
 EH3039* NAVD 88 ORTHO HEIGHT -    69.    (meters)      226.    (feet) SCALED
 EH3039  ______________________________________________________________________
 EH3039  GEOID HEIGHT    -        -26.229 (meters)                     GEOID18
 EH3039  LAPLACE CORR    -         -0.82  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH3039.GEOID18 height accuracy estimate available here.
 EH3039
 EH3039.Click photographs - Photos may exist for this station.
 EH3039
 EH3039.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH3039
 EH3039. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 EH3039:SPC AR S     -  HUGHES AZ MK                             127 31 28.4
 EH3039:UTM  15      -  HUGHES AZ MK                             126 57 29.4
 EH3039
 EH3039_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU9289617169(NAD 83)
 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
 EH3039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3039.See file dsdata.pdf to determine how the superseded data were derived.
 EH3039
 EH3039_MARKER: DS = TRIANGULATION STATION DISK
 EH3039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH3039_STAMPING: HUGHES 1940
 EH3039_MARK LOGO: CGS
 EH3039_PROJECTION: RECESSED 30 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1892 ***********************************************************************
 FF1892  DESIGNATION -  HUGHES
 FF1892  PID         -  FF1892
 FF1892  STATE/COUNTY-  AR/MISSISSIPPI
 FF1892  COUNTRY     -  US
 FF1892  USGS QUAD   -  HALF MOON (2017)
 FF1892
 FF1892                         *CURRENT SURVEY CONTROL
 FF1892  ______________________________________________________________________
 FF1892* NAD 83(1997) POSITION- 35 54 45.74613(N) 090 00 46.90463(W)   ADJUSTED
 FF1892* NAVD 88 ORTHO HEIGHT -    73.    (meters)      240.    (feet) SCALED
 FF1892  ______________________________________________________________________
 FF1892  GEOID HEIGHT    -        -28.073 (meters)                     GEOID18
 FF1892  LAPLACE CORR    -         -0.02  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1892.GEOID18 height accuracy estimate available here.
 FF1892
 FF1892.Click photographs - Photos may exist for this station.
 FF1892
 FF1892.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1892
 FF1892. The following values were computed from the NAD 83(1997) position.
 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  =   1.00048828
 FF1892!UTM  16      -   0.99999294  x   1.00051104  =   1.00050398
 FF1892
 FF1892:                Primary Azimuth Mark                     Grid Az
 FF1892:SPC AR N     -  HUGHES AZ MK                             311 33 25.0
 FF1892:SPC MO E     -  HUGHES AZ MK                             312 25 39.1
 FF1892:UTM  15      -  HUGHES AZ MK                             310 57 36.4
 FF1892:UTM  16      -  HUGHES AZ MK                             314 28 53.6
 FF1892
 FF1892_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6954378389(NAD 83)
 FF1892
 FF1892|---------------------------------------------------------------------|
 FF1892| PID    Reference Object                     Distance      Geod. Az  |
 FF1892|                                                           dddmmss.s |
 FF1892| FE2718 AIRPORT BCN BLYTHEVILLE APT         APPROX. 6.8 KM 0403801.9 |
 FF1892| FE2727 BLYTHEVILLE COMPRESS TANK           APPROX. 9.9 KM 0745555.9 |
 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 0801815.8 |
 FF1892| FE2728 BLYTHEVILLE FED COMP WHSE E TK      APPROX. 9.4 KM 0822450.9 |
 FF1892| FE2731 BLYTHEVILLE WATER CO E TANK         APPROX. 9.8 KM 0830338.6 |
 FF1892| FE2691 BLYTHEVILLE RAD STA KLCN MAST       APPROX.12.9 KM 0845048.2 |
 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(1995)-  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
 FF1892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1892.See file dsdata.pdf to determine how the superseded data were derived.
 FF1892
 FF1892_MARKER: DS = TRIANGULATION STATION DISK
 FF1892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1892_STAMPING: HUGHES 1955
 FF1892_MARK LOGO: CGS
 FF1892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1892+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2711 ***********************************************************************
 EH2711  DESIGNATION -  HUGHES E MUNICIPAL TANK
 EH2711  PID         -  EH2711
 EH2711  STATE/COUNTY-  AR/ST FRANCIS
 EH2711  COUNTRY     -  US
 EH2711  USGS QUAD   -  HUGHES (2017)
 EH2711
 EH2711                         *CURRENT SURVEY CONTROL
 EH2711  ______________________________________________________________________
 EH2711* NAD 83(1997) POSITION- 34 56 49.42437(N) 090 28 14.89616(W)   ADJUSTED
 EH2711  ______________________________________________________________________
 EH2711  GEOID HEIGHT    -        -27.024 (meters)                     GEOID18
 EH2711  LAPLACE CORR    -         -1.45  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2711.GEOID18 height accuracy estimate available here.
 EH2711
 EH2711.Click photographs - Photos may exist for this station.
 EH2711
 EH2711.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2711
 EH2711. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU3096770093(NAD 83)
 EH2711
 EH2711                          SUPERSEDED SURVEY CONTROL
 EH2711
 EH2711  NAD 83(1995)-  34 56 49.42441(N)    090 28 14.89582(W) AD(       ) 3
 EH2711  NAD 83(1993)-  34 56 49.42453(N)    090 28 14.89519(W) AD(       ) 3
 EH2711  NAD 83(1986)-  34 56 49.43370(N)    090 28 14.89796(W) AD(       ) 3
 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
 EH2711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2711.See file dsdata.pdf to determine how the superseded data were derived.
 EH2711
 EH2711_MARKER: 53 = ELEVATED 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 = MARCH 20, 2026 22:17:28 EDT
 EH2708 ***********************************************************************
 EH2708  DESIGNATION -  HUGHES FEDERAL COMPRESS N TANK
 EH2708  PID         -  EH2708
 EH2708  STATE/COUNTY-  AR/ST FRANCIS
 EH2708  COUNTRY     -  US
 EH2708  USGS QUAD   -  HUGHES (2017)
 EH2708
 EH2708                         *CURRENT SURVEY CONTROL
 EH2708  ______________________________________________________________________
 EH2708* NAD 83(1997) POSITION- 34 57 22.65053(N) 090 27 35.43778(W)   ADJUSTED
 EH2708  ______________________________________________________________________
 EH2708  GEOID HEIGHT    -        -27.036 (meters)                     GEOID18
 EH2708  LAPLACE CORR    -         -1.48  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2708.GEOID18 height accuracy estimate available here.
 EH2708
 EH2708.Click photographs - Photos may exist for this station.
 EH2708
 EH2708.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2708
 EH2708. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU3194271142(NAD 83)
 EH2708
 EH2708                          SUPERSEDED SURVEY CONTROL
 EH2708
 EH2708  NAD 83(1995)-  34 57 22.65120(N)    090 27 35.43761(W) AD(       ) 3
 EH2708  NAD 83(1993)-  34 57 22.65239(N)    090 27 35.43749(W) AD(       ) 3
 EH2708  NAD 83(1986)-  34 57 22.66024(N)    090 27 35.43903(W) AD(       ) 3
 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
 EH2708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2708.See file dsdata.pdf to determine how the superseded data were derived.
 EH2708
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2710 ***********************************************************************
 EH2710  DESIGNATION -  HUGHES MUNICIPAL TANK
 EH2710  PID         -  EH2710
 EH2710  STATE/COUNTY-  AR/ST FRANCIS
 EH2710  COUNTRY     -  US
 EH2710  USGS QUAD   -  HUGHES (2017)
 EH2710
 EH2710                         *CURRENT SURVEY CONTROL
 EH2710  ______________________________________________________________________
 EH2710* NAD 83(1997) POSITION- 34 56 56.68803(N) 090 28 20.96102(W)   ADJUSTED
 EH2710  ______________________________________________________________________
 EH2710  GEOID HEIGHT    -        -27.023 (meters)                     GEOID18
 EH2710  LAPLACE CORR    -         -1.44  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2710.GEOID18 height accuracy estimate available here.
 EH2710
 EH2710.Click photographs - Photos may exist for this station.
 EH2710
 EH2710.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2710
 EH2710. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU3080870313(NAD 83)
 EH2710
 EH2710                          SUPERSEDED SURVEY CONTROL
 EH2710
 EH2710  NAD 83(1995)-  34 56 56.68872(N)    090 28 20.96098(W) AD(       ) 3
 EH2710  NAD 83(1993)-  34 56 56.68994(N)    090 28 20.96105(W) AD(       ) 3
 EH2710  NAD 83(1986)-  34 56 56.69757(N)    090 28 20.96237(W) AD(       ) 3
 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
 EH2710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2710.See file dsdata.pdf to determine how the superseded data were derived.
 EH2710
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1676 ***********************************************************************
 FG1676  DESIGNATION -  HUIE
 FG1676  PID         -  FG1676
 FG1676  STATE/COUNTY-  AR/VAN BUREN
 FG1676  COUNTRY     -  US
 FG1676  USGS QUAD   -  CLINTON (2017)
 FG1676
 FG1676                         *CURRENT SURVEY CONTROL
 FG1676  ______________________________________________________________________
 FG1676* NAD 83(1997) POSITION- 35 33 10.10968(N) 092 26 26.40594(W)   ADJUSTED
 FG1676* NAVD 88 ORTHO HEIGHT -   236.674 (meters)      776.49  (feet) ADJUSTED
 FG1676  ______________________________________________________________________
 FG1676  GEOID HEIGHT    -        -27.946 (meters)                     GEOID18
 FG1676  LAPLACE CORR    -          1.56  (seconds)                    DEFLEC18
 FG1676  DYNAMIC HEIGHT  -        236.459 (meters)      775.78  (feet) COMP
 FG1676  MODELED GRAVITY -    979,720.4   (mgal)                       NAVD 88
 FG1676
 FG1676  HORZ ORDER      -  THIRD
 FG1676  VERT ORDER      -  SECOND    CLASS I
 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 determined by differential leveling and
 FG1676.adjusted by the NATIONAL GEODETIC SURVEY
 FG1676.in January 2017.
 FG1676
 FG1676.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1676.GEOID18 height accuracy estimate available here.
 FG1676
 FG1676.Click photographs - Photos may exist for this station.
 FG1676
 FG1676.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1676
 FG1676.The dynamic height is computed by dividing the NAVD 88
 FG1676.geopotential number by the normal gravity value computed on the
 FG1676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1676.degrees latitude (g = 980.6199 gals.).
 FG1676
 FG1676.The modeled gravity was interpolated from observed gravity values.
 FG1676
 FG1676. The following values were computed from the NAD 83(1997) position.
 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     -   0.99996724  x   0.99993609  =   0.99990333
 FG1676!UTM  15      -   0.99996724  x   0.99963167  =   0.99959892
 FG1676
 FG1676:                Primary Azimuth Mark                     Grid Az
 FG1676:SPC AR N     -  HUIE AZ MK                               250 38 02.2
 FG1676:UTM  15      -  HUIE AZ MK                               250 03 08.3
 FG1676
 FG1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV5069434494(NAD 83)
 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
 FG1676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1676.See file dsdata.pdf to determine how the superseded data were derived.
 FG1676
 FG1676_MARKER: DS = TRIANGULATION STATION DISK
 FG1676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1676_STAMPING: HUIE 1954
 FG1676_MARK LOGO: CGS
 FG1676_PROJECTION: PROJECTING 13 CENTIMETERS
 FG1676_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FG1676+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2015
 FG1676
 FG1676  HISTORY     - Date     Condition        Report By
 FG1676  HISTORY     - 1954     MONUMENTED       CGS
 FG1676  HISTORY     - 19720501 GOOD             USGS
 FG1676  HISTORY     - 20090112 GOOD             NGS
 FG1676  HISTORY     - 20150908 GOOD             ARHD
 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.
 FG1676
 FG1676                          STATION RECOVERY (2009)
 FG1676
 FG1676'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2009 (JBW)
 FG1676'RECOVERED IN GOOD CONDITION.
 FG1676
 FG1676                          STATION RECOVERY (2015)
 FG1676
 FG1676'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 FG1676'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 CI1701 ***********************************************************************
 CI1701  DESIGNATION -  HUIE AZ MK
 CI1701  PID         -  CI1701
 CI1701  STATE/COUNTY-  AR/VAN BUREN
 CI1701  COUNTRY     -  US
 CI1701  USGS QUAD   -  CLINTON (2017)
 CI1701
 CI1701                         *CURRENT SURVEY CONTROL
 CI1701  ______________________________________________________________________
 CI1701* NAD 83(1986) POSITION- 35 33 06.2    (N) 092 26 40.5    (W)   HD_HELD2
 CI1701* NAVD 88 ORTHO HEIGHT -   226.274 (meters)      742.37  (feet) ADJUSTED
 CI1701  ______________________________________________________________________
 CI1701  GEOID HEIGHT    -        -27.950 (meters)                     GEOID18
 CI1701  DYNAMIC HEIGHT  -        226.068 (meters)      741.69  (feet) COMP
 CI1701  MODELED GRAVITY -    979,719.6   (mgal)                       NAVD 88
 CI1701
 CI1701  VERT ORDER      -  SECOND    CLASS I
 CI1701
 CI1701.The horizontal coordinates were established by autonomous hand held GPS
 CI1701.observations and have an estimated accuracy of +/- 10 meters.
 CI1701
 CI1701.The orthometric height was determined by differential leveling and
 CI1701.adjusted by the NATIONAL GEODETIC SURVEY
 CI1701.in January 2017.
 CI1701
 CI1701.Significant digits in the geoid height do not necessarily reflect accuracy.
 CI1701.GEOID18 height accuracy estimate available here.
 CI1701
 CI1701.Click photographs - Photos may exist for this station.
 CI1701
 CI1701.The dynamic height is computed by dividing the NAVD 88
 CI1701.geopotential number by the normal gravity value computed on the
 CI1701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CI1701.degrees latitude (g = 980.6199 gals.).
 CI1701
 CI1701.The modeled gravity was interpolated from observed gravity values.
 CI1701
 CI1701;                    North         East    Units  Estimated Accuracy
 CI1701;SPC AR N     -   135,261.      359,692.      MT  (+/- 10 meters HH2 GPS)
 CI1701
 CI1701_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV5034034371(NAD 83)
 CI1701
 CI1701                          SUPERSEDED SURVEY CONTROL
 CI1701
 CI1701.No superseded survey control is available for this station.
 CI1701
 CI1701_MARKER: DZ = AZIMUTH MARK DISK
 CI1701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CI1701_STAMPING: HUIE 1954
 CI1701_MARK LOGO: CGS
 CI1701_PROJECTION: PROJECTING 10 CENTIMETERS
 CI1701_MAGNETIC: N = NO MAGNETIC MATERIAL
 CI1701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CI1701+STABILITY: SURFACE MOTION
 CI1701_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CI1701+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2015
 CI1701
 CI1701  HISTORY     - Date     Condition        Report By
 CI1701  HISTORY     - 1954     MONUMENTED       CGS
 CI1701  HISTORY     - 19720501 GOOD             USGS
 CI1701  HISTORY     - 20150914 GOOD             ARHD
 CI1701
 CI1701                          STATION DESCRIPTION
 CI1701
 CI1701'DESCRIBED BY US GEOLOGICAL SURVEY 1972 (JFS)
 CI1701'RECOVERED IN GOOD CONDITION.
 CI1701
 CI1701                          STATION RECOVERY (2015)
 CI1701
 CI1701'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 CI1701'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) NORTH-NORTHWEST OF BEE
 CI1701'BRANCH, 7.1 MI (11.4 KM) NORTH-NORTHEAST OF FORMOSA AND 2.9 MI (4.7
 CI1701'KM) SOUTH-SOUTHEAST OF CLINTON.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 CI1701'
 CI1701'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND COUNTY ROAD
 CI1701'CEMETERY ROAD, GO EAST ON CEMETERY ROAD FOR 0.3 MI (0.5 KM) TO THE
 CI1701'STATION ON THE RIGHT.
 CI1701'
 CI1701'IT IS 55 FT (16.8 M) SOUTH OF CEMETERY ROAD CENTERLINE, 24 FT (7.3 M)
 CI1701'EAST OF AVEY LANE CENTERLINE, 9 FT (2.7 M) SOUTH OF A COMBINATION
 CI1701'POLE, 1 FT (0.3 M) WEST OF A WITNESS POST AND 1 FT (0.3 M) WEST OF A
 CI1701'FENCE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 CI1702 ***********************************************************************
 CI1702  DESIGNATION -  HUIE RM 1
 CI1702  PID         -  CI1702
 CI1702  STATE/COUNTY-  AR/VAN BUREN
 CI1702  COUNTRY     -  US
 CI1702  USGS QUAD   -  CLINTON (2017)
 CI1702
 CI1702                         *CURRENT SURVEY CONTROL
 CI1702  ______________________________________________________________________
 CI1702* NAD 83(1986) POSITION- 35 33 10.59   (N) 092 26 25.78   (W)   HD_HELD1
 CI1702* NAVD 88 ORTHO HEIGHT -   236.244 (meters)      775.08  (feet) ADJUSTED
 CI1702  ______________________________________________________________________
 CI1702  GEOID HEIGHT    -        -27.945 (meters)                     GEOID18
 CI1702  DYNAMIC HEIGHT  -        236.030 (meters)      774.38  (feet) COMP
 CI1702  MODELED GRAVITY -    979,720.4   (mgal)                       NAVD 88
 CI1702
 CI1702  VERT ORDER      -  SECOND    CLASS I
 CI1702
 CI1702.The horizontal coordinates were determined by differentially corrected
 CI1702.hand held GPS observations or other comparable positioning techniques
 CI1702.and have an estimated accuracy of +/- 3 meters.
 CI1702
 CI1702.The orthometric height was determined by differential leveling and
 CI1702.adjusted by the NATIONAL GEODETIC SURVEY
 CI1702.in January 2017.
 CI1702
 CI1702.Significant digits in the geoid height do not necessarily reflect accuracy.
 CI1702.GEOID18 height accuracy estimate available here.
 CI1702
 CI1702.Click photographs - Photos may exist for this station.
 CI1702
 CI1702.The dynamic height is computed by dividing the NAVD 88
 CI1702.geopotential number by the normal gravity value computed on the
 CI1702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CI1702.degrees latitude (g = 980.6199 gals.).
 CI1702
 CI1702.The modeled gravity was interpolated from observed gravity values.
 CI1702
 CI1702;                    North         East    Units  Estimated Accuracy
 CI1702;SPC AR N     -   135,394.4     360,063.1     MT  (+/- 3 meters HH1 GPS) 
 CI1702
 CI1702_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV5071034508(NAD 83)
 CI1702
 CI1702                          SUPERSEDED SURVEY CONTROL
 CI1702
 CI1702.No superseded survey control is available for this station.
 CI1702
 CI1702_MARKER: DR = REFERENCE MARK DISK
 CI1702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CI1702_STAMPING: HUIE NO 1 1954
 CI1702_MARK LOGO: CGS
 CI1702_PROJECTION: PROJECTING 8 CENTIMETERS
 CI1702_MAGNETIC: N = NO MAGNETIC MATERIAL
 CI1702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CI1702+STABILITY: SURFACE MOTION
 CI1702_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CI1702+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2015
 CI1702
 CI1702  HISTORY     - Date     Condition        Report By
 CI1702  HISTORY     - 1954     MONUMENTED       CGS
 CI1702  HISTORY     - 20150929 GOOD             ARHD
 CI1702
 CI1702                          STATION DESCRIPTION
 CI1702
 CI1702'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 CI1702'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) NORTH-NORTHWEST OF BEE
 CI1702'BRANCH, 7.3 MI (11.7 KM) NORTH-NORTHEAST OF FORMOSA AND 2.9 MI (4.7
 CI1702'KM) SOUTH-SOUTHEAST OF CLINTON.  OWNERSHIP--HUIE CEMETERY.
 CI1702'
 CI1702'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND COUNTY ROAD
 CI1702'CEMETERY ROAD, GO EAST ON CEMETERY ROAD FOR 0.5 MI (0.8 KM) TO THE
 CI1702'STATION ON THE LEFT.
 CI1702'
 CI1702'IT IS 90 FT (27.4 M) NORTH OF CEMETERY ROAD CENTERLINE, 71 FT (21.6 M)
 CI1702'NORTHEAST OF HUIE TRIANGLE STATION, 70 FT (21.3 M) NORTH OF A CHAIN
 CI1702'LINK FENCE, 67 FT (20.4 M) NORTHEAST OF HUIE CEMETERY BRICK SIGN AND
 CI1702'40 FT (12.2 M) SOUTH OF JAMES CHRISTIAN HEAD STONE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0239 ***********************************************************************
 FF0239  DESIGNATION -  HULBERT
 FF0239  PID         -  FF0239
 FF0239  STATE/COUNTY-  AR/CRITTENDEN
 FF0239  COUNTRY     -  US
 FF0239  USGS QUAD   -  WEST MEMPHIS (2017)
 FF0239
 FF0239                         *CURRENT SURVEY CONTROL
 FF0239  ______________________________________________________________________
 FF0239* NAD 83(1997) POSITION- 35 07 42.60510(N) 090 11 55.07240(W)   ADJUSTED
 FF0239* NAVD 88 ORTHO HEIGHT -    65.788 (meters)      215.84  (feet) ADJUSTED
 FF0239  ______________________________________________________________________
 FF0239  GEOID HEIGHT    -        -27.296 (meters)                     GEOID18
 FF0239  LAPLACE CORR    -         -0.72  (seconds)                    DEFLEC18
 FF0239  DYNAMIC HEIGHT  -         65.729 (meters)      215.65  (feet) COMP
 FF0239  MODELED GRAVITY -    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 and
 FF0239.adjusted by the NATIONAL GEODETIC SURVEY
 FF0239.in June 1991.
 FF0239
 FF0239.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0239.GEOID18 height accuracy estimate available here.
 FF0239
 FF0239.Click photographs - Photos may exist for this station.
 FF0239
 FF0239.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999396  x   0.99996737  =   0.99996133
 FF0239!SPC TN       -   0.99999396  x   1.00002366  =   1.00001762
 FF0239!UTM  15      -   0.99999396  x   1.00040312  =   1.00039708
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU5526390885(NAD 83)
 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(1995)-  35 07 42.60555(N)    090 11 55.07227(W) AD(       ) 1
 FF0239  NAD 83(1993)-  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  USSD        -  35 07 42.48800(N)    090 11 54.52400(W) AD(       ) 3
 FF0239  NGVD 29              65.76   (m)          215.7    (f) LEVELING    3  
 FF0239  NGVD 29 (11/26/84)   65.762  (m)          215.75   (f) ADJUSTED    1 2
 FF0239
 FF0239.Superseded values are not recommended for survey control.
 FF0239
 FF0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0239.See file dsdata.pdf to determine how the superseded data were derived.
 FF0239
 FF0239_MARKER: DS = TRIANGULATION STATION DISK
 FF0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0239_STAMPING: HULBERT 1916 1920 BM
 FF0239_MARK LOGO: CGS
 FF0239_PROJECTION: PROJECTING 5 CENTIMETERS
 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 - August 04, 2021
 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   USACE
 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  HISTORY     - 20210804 GOOD             ARHD
 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 HOMES
 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 ARMY CORPS OF 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.
 FF0239
 FF0239                          STATION RECOVERY (2021)
 FF0239
 FF0239'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2021 (JDH)
 FF0239'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0240 ***********************************************************************
 FF0240  DESIGNATION -  HULBERT RM 1
 FF0240  PID         -  FF0240
 FF0240  STATE/COUNTY-  AR/CRITTENDEN
 FF0240  COUNTRY     -  US
 FF0240  USGS QUAD   -  WEST MEMPHIS (2017)
 FF0240
 FF0240                         *CURRENT SURVEY CONTROL
 FF0240  ______________________________________________________________________
 FF0240* NAD 83(1986) POSITION- 35 07 42.42   (N) 090 11 55.02   (W)   HD_HELD1
 FF0240* NAVD 88 ORTHO HEIGHT -    65.328 (meters)      214.33  (feet) ADJUSTED
 FF0240  ______________________________________________________________________
 FF0240  GEOID HEIGHT    -        -27.296 (meters)                     GEOID18
 FF0240  DYNAMIC HEIGHT  -         65.269 (meters)      214.14  (feet) COMP
 FF0240  MODELED GRAVITY -    979,732.1   (mgal)                       NAVD 88
 FF0240
 FF0240  VERT ORDER      -  FIRST     CLASS II
 FF0240
 FF0240.The horizontal coordinates were determined by differentially corrected
 FF0240.hand held GPS observations or other comparable positioning techniques
 FF0240.and have an estimated accuracy of +/- 3 meters.
 FF0240
 FF0240.The orthometric height was determined by differential leveling and
 FF0240.adjusted by the NATIONAL GEODETIC SURVEY
 FF0240.in June 1991.
 FF0240
 FF0240.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0240.GEOID18 height accuracy estimate available here.
 FF0240
 FF0240.Click photographs - Photos may exist for this station.
 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     -    89,713.4     564,173.1     MT  (+/- 3 meters HH1 GPS) 
 FF0240
 FF0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU5526590880(NAD 83)
 FF0240
 FF0240                          SUPERSEDED SURVEY CONTROL
 FF0240
 FF0240  NGVD 29 (11/26/84)   65.302  (m)          214.25   (f) ADJUSTED    1 2
 FF0240
 FF0240.Superseded values are not recommended for survey control.
 FF0240
 FF0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0240.See file dsdata.pdf to determine how the superseded data were derived.
 FF0240
 FF0240_MARKER: DR = REFERENCE MARK DISK
 FF0240_SETTING: 7 = 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 = MARCH 20, 2026 22:17:28 EDT
 FF0238 ***********************************************************************
 FF0238  DESIGNATION -  HULBERT RM 2
 FF0238  PID         -  FF0238
 FF0238  STATE/COUNTY-  AR/CRITTENDEN
 FF0238  COUNTRY     -  US
 FF0238  USGS QUAD   -  WEST MEMPHIS (2017)
 FF0238
 FF0238                         *CURRENT SURVEY CONTROL
 FF0238  ______________________________________________________________________
 FF0238* NAD 83(1986) POSITION- 35 07 41.     (N) 090 11 53.     (W)   SCALED
 FF0238* NAVD 88 ORTHO HEIGHT -    65.923 (meters)      216.28  (feet) ADJUSTED
 FF0238  ______________________________________________________________________
 FF0238  GEOID HEIGHT    -        -27.296 (meters)                     GEOID18
 FF0238  DYNAMIC HEIGHT  -         65.863 (meters)      216.09  (feet) COMP
 FF0238  MODELED GRAVITY -    979,732.1   (mgal)                       NAVD 88
 FF0238
 FF0238  VERT ORDER      -  FIRST     CLASS II
 FF0238
 FF0238.The horizontal coordinates were scaled from a map and have
 FF0238.an estimated accuracy of +/- 6 seconds.
 FF0238
 FF0238.The orthometric height was determined by differential leveling and
 FF0238.adjusted by the NATIONAL GEODETIC SURVEY
 FF0238.in June 1991.
 FF0238
 FF0238.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0238.GEOID18 height accuracy estimate available here.
 FF0238
 FF0238.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU553908(NAD 83)
 FF0238
 FF0238                          SUPERSEDED SURVEY CONTROL
 FF0238
 FF0238  NGVD 29 (11/26/84)   65.897  (m)          216.20   (f) ADJUSTED    1 2
 FF0238
 FF0238.Superseded values are not recommended for survey control.
 FF0238
 FF0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0238.See file dsdata.pdf to determine how the superseded data were derived.
 FF0238
 FF0238_MARKER: DR = REFERENCE MARK DISK
 FF0238_SETTING: 7 = 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 = MARCH 20, 2026 22:17:28 EDT
 DL1362 ***********************************************************************
 DL1362  DESIGNATION -  HULSEY
 DL1362  PID         -  DL1362
 DL1362  STATE/COUNTY-  AR/UNION
 DL1362  COUNTRY     -  US
 DL1362  USGS QUAD   -  NEWELL (2017)
 DL1362
 DL1362                         *CURRENT SURVEY CONTROL
 DL1362  ______________________________________________________________________
 DL1362* NAD 83(1997) POSITION- 33 14 06.02175(N) 092 46 37.11696(W)   ADJUSTED
 DL1362* NAVD 88 ORTHO HEIGHT -    82.    (meters)      269.    (feet) SCALED
 DL1362  ______________________________________________________________________
 DL1362  GEOID HEIGHT    -        -26.295 (meters)                     GEOID18
 DL1362  LAPLACE CORR    -         -0.04  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1362.GEOID18 height accuracy estimate available here.
 DL1362
 DL1362.Click photographs - Photos may exist for this station.
 DL1362
 DL1362.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1362
 DL1362. The following values were computed from the NAD 83(1997) position.
 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  =   0.99959659
 DL1362
 DL1362:                Primary Azimuth Mark                     Grid Az
 DL1362:SPC AR S     -  HULSEY AZ MK                             070 40 06.3
 DL1362:UTM  15      -  HULSEY AZ MK                             070 06 40.8
 DL1362
 DL1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS2077877362(NAD 83)
 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(1993)-  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
 DL1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1362.See file dsdata.pdf to determine how the superseded data were derived.
 DL1362
 DL1362_MARKER: DS = TRIANGULATION STATION DISK
 DL1362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1362_STAMPING: HULSEY 1941
 DL1362_MARK LOGO: CGS
 DL1362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1362+STABILITY: SURFACE MOTION
 DL1362
 DL1362  HISTORY     - Date     Condition        Report By
 DL1362  HISTORY     - 1941     MONUMENTED       CGS
 DL1362  HISTORY     - 1950     GOOD             CGS
 DL1362  HISTORY     - 1957     MARK NOT FOUND   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 = MARCH 20, 2026 22:17:28 EDT
 EH3068 ***********************************************************************
 EH3068  DESIGNATION -  HUMNOKE MUNICIPAL TANK
 EH3068  PID         -  EH3068
 EH3068  STATE/COUNTY-  AR/LONOKE
 EH3068  COUNTRY     -  US
 EH3068  USGS QUAD   -  HUMNOKE (2017)
 EH3068
 EH3068                         *CURRENT SURVEY CONTROL
 EH3068  ______________________________________________________________________
 EH3068* NAD 83(1997) POSITION- 34 32 37.76454(N) 091 45 35.80830(W)   ADJUSTED
 EH3068  ______________________________________________________________________
 EH3068  GEOID HEIGHT    -        -26.477 (meters)                     GEOID18
 EH3068  LAPLACE CORR    -         -1.48  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH3068.GEOID18 height accuracy estimate available here.
 EH3068
 EH3068.Click photographs - Photos may exist for this station.
 EH3068
 EH3068.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH3068
 EH3068. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU1378423154(NAD 83)
 EH3068
 EH3068                          SUPERSEDED SURVEY CONTROL
 EH3068
 EH3068  NAD 83(1986)-  34 32 37.77090(N)    091 45 35.80218(W) AD(       ) 3
 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
 EH3068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3068.See file dsdata.pdf to determine how the superseded data were derived.
 EH3068
 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 = MARCH 20, 2026 22:17:28 EDT
 EH3067 ***********************************************************************
 EH3067  DESIGNATION -  HUMNOKE RESET
 EH3067  PID         -  EH3067
 EH3067  STATE/COUNTY-  AR/LONOKE
 EH3067  COUNTRY     -  US
 EH3067  USGS QUAD   -  HUMNOKE (2017)
 EH3067
 EH3067                         *CURRENT SURVEY CONTROL
 EH3067  ______________________________________________________________________
 EH3067* NAD 83(1997) POSITION- 34 32 24.56715(N) 091 45 29.47894(W)   ADJUSTED
 EH3067* NAVD 88 ORTHO HEIGHT -    59.95  (+/-2cm)      196.7   (feet) VERTCON3
 EH3067  ______________________________________________________________________
 EH3067  GEOID HEIGHT    -        -26.474 (meters)                     GEOID18
 EH3067  LAPLACE CORR    -         -1.47  (seconds)                    DEFLEC18
 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
 EH3067.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH3067.GEOID18 height accuracy estimate available here.
 EH3067
 EH3067.The vertical order pertains to the NGVD 29 superseded value.
 EH3067
 EH3067.Click photographs - Photos may exist for this station.
 EH3067
 EH3067.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH3067
 EH3067. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999475  x   0.99995732  =   0.99995207
 EH3067!UTM  15      -   0.99999475  x   0.99976005  =   0.99975480
 EH3067
 EH3067:                Primary Azimuth Mark                     Grid Az
 EH3067:SPC AR S     -  HUMNOKE AZ MK RESET                      188 18 04.8
 EH3067:UTM  15      -  HUMNOKE AZ MK RESET                      187 43 57.0
 EH3067
 EH3067_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU1395022750(NAD 83)
 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              59.97   (m)          196.8    (f) LEVELING    3  
 EH3067
 EH3067.Superseded values are not recommended for survey control.
 EH3067
 EH3067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3067.See file dsdata.pdf to determine how the superseded data were derived.
 EH3067
 EH3067_MARKER: DS = TRIANGULATION STATION DISK
 EH3067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH3067_STAMPING: HUMNOKE 1938 1965
 EH3067_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2996 ***********************************************************************
 EH2996  DESIGNATION -  HUMP
 EH2996  PID         -  EH2996
 EH2996  STATE/COUNTY-  AR/ARKANSAS
 EH2996  COUNTRY     -  US
 EH2996  USGS QUAD   -  HUMPHREY (2017)
 EH2996
 EH2996                         *CURRENT SURVEY CONTROL
 EH2996  ______________________________________________________________________
 EH2996* NAD 83(1997) POSITION- 34 25 34.10737(N) 091 40 05.97887(W)   ADJUSTED
 EH2996* NAVD 88 ORTHO HEIGHT -    59.    (meters)      194.    (feet) SCALED
 EH2996  ______________________________________________________________________
 EH2996  GEOID HEIGHT    -        -26.373 (meters)                     GEOID18
 EH2996  LAPLACE CORR    -         -1.13  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2996.GEOID18 height accuracy estimate available here.
 EH2996
 EH2996.Click photographs - Photos may exist for this station.
 EH2996
 EH2996.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2996
 EH2996. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU2236310211(NAD 83)
 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
 EH2996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2996.See file dsdata.pdf to determine how the superseded data were derived.
 EH2996
 EH2996_MARKER: DS = TRIANGULATION STATION DISK
 EH2996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2996_STAMPING: HUMP 1965
 EH2996_MARK LOGO: CGS
 EH2996_PROJECTION: FLUSH
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2997 ***********************************************************************
 EH2997  DESIGNATION -  HUMPHREY MUNICIPAL TANK
 EH2997  PID         -  EH2997
 EH2997  STATE/COUNTY-  AR/ARKANSAS
 EH2997  COUNTRY     -  US
 EH2997  USGS QUAD   -  HUMPHREY (2017)
 EH2997
 EH2997                         *CURRENT SURVEY CONTROL
 EH2997  ______________________________________________________________________
 EH2997* NAD 83(1997) POSITION- 34 25 18.94362(N) 091 42 16.63191(W)   ADJUSTED
 EH2997  ______________________________________________________________________
 EH2997  GEOID HEIGHT    -        -26.339 (meters)                     GEOID18
 EH2997  LAPLACE CORR    -         -1.15  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2997.GEOID18 height accuracy estimate available here.
 EH2997
 EH2997.Click photographs - Photos may exist for this station.
 EH2997
 EH2997.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2997
 EH2997. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU1903409700(NAD 83)
 EH2997
 EH2997                          SUPERSEDED SURVEY CONTROL
 EH2997
 EH2997  NAD 83(1986)-  34 25 18.95092(N)    091 42 16.62589(W) AD(       ) 3
 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
 EH2997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2997.See file dsdata.pdf to determine how the superseded data were derived.
 EH2997
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1817 ***********************************************************************
 FF1817  DESIGNATION -  HUNTER
 FF1817  PID         -  FF1817
 FF1817  STATE/COUNTY-  AR/WOODRUFF
 FF1817  COUNTRY     -  US
 FF1817  USGS QUAD   -  HUNTER EAST (2017)
 FF1817
 FF1817                         *CURRENT SURVEY CONTROL
 FF1817  ______________________________________________________________________
 FF1817* NAD 83(1997) POSITION- 35 04 24.48781(N) 091 02 39.28498(W)   ADJUSTED
 FF1817* NAVD 88 ORTHO HEIGHT -    63.    (meters)      207.    (feet) SCALED
 FF1817  ______________________________________________________________________
 FF1817  GEOID HEIGHT    -        -27.025 (meters)                     GEOID18
 FF1817  LAPLACE CORR    -          0.66  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1817.GEOID18 height accuracy estimate available here.
 FF1817
 FF1817.Click photographs - Photos may exist for this station.
 FF1817
 FF1817.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1817
 FF1817. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 FF1817:SPC AR N     -  HUNTER AZ MK                             237 57 47.8
 FF1817:SPC AR S     -  HUNTER AZ MK                             237 59 04.2
 FF1817:UTM  15      -  HUNTER AZ MK                             237 23 43.1
 FF1817
 FF1817_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU7831882939(NAD 83)
 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
 FF1817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1817.See file dsdata.pdf to determine how the superseded data were derived.
 FF1817
 FF1817_MARKER: DS = TRIANGULATION STATION DISK
 FF1817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1817_STAMPING: HUNTER 1954
 FF1817_MARK LOGO: CGS
 FF1817_PROJECTION: FLUSH
 FF1817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1817+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1674 ***********************************************************************
 FG1674  DESIGNATION -  HUNTER
 FG1674  PID         -  FG1674
 FG1674  STATE/COUNTY-  AR/VAN BUREN
 FG1674  COUNTRY     -  US
 FG1674  USGS QUAD   -  FAIRFIELD BAY (2017)
 FG1674
 FG1674                         *CURRENT SURVEY CONTROL
 FG1674  ______________________________________________________________________
 FG1674* NAD 83(1997) POSITION- 35 31 42.73565(N) 092 20 20.49056(W)   ADJUSTED
 FG1674* NAVD 88 ORTHO HEIGHT -   312.    (meters)     1024.    (feet) SCALED
 FG1674  ______________________________________________________________________
 FG1674  GEOID HEIGHT    -        -27.807 (meters)                     GEOID18
 FG1674  LAPLACE CORR    -          2.50  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1674.GEOID18 height accuracy estimate available here.
 FG1674
 FG1674.Click photographs - Photos may exist for this station.
 FG1674
 FG1674.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1674
 FG1674. The following values were computed from the NAD 83(1997) position.
 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  =   0.99989180
 FG1674!UTM  15      -   0.99995538  x   0.99964425  =   0.99959965
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV5992531859(NAD 83)
 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
 FG1674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1674.See file dsdata.pdf to determine how the superseded data were derived.
 FG1674
 FG1674_MARKER: DS = TRIANGULATION STATION DISK
 FG1674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1674_STAMPING: HUNTER 1954
 FG1674_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2866 ***********************************************************************
 EH2866  DESIGNATION -  HUNTING RESET
 EH2866  PID         -  EH2866
 EH2866  STATE/COUNTY-  AR/LEE
 EH2866  COUNTRY     -  US
 EH2866  USGS QUAD   -  LA GRANGE (2017)
 EH2866
 EH2866                         *CURRENT SURVEY CONTROL
 EH2866  ______________________________________________________________________
 EH2866* NAD 83(1997) POSITION- 34 39 27.03124(N) 090 41 34.63818(W)   ADJUSTED
 EH2866* NAVD 88 ORTHO HEIGHT -   119.    (meters)      390.    (feet) SCALED
 EH2866  ______________________________________________________________________
 EH2866  GEOID HEIGHT    -        -26.938 (meters)                     GEOID18
 EH2866  LAPLACE CORR    -         -0.48  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2866.GEOID18 height accuracy estimate available here.
 EH2866
 EH2866.Click photographs - Photos may exist for this station.
 EH2866
 EH2866.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2866
 EH2866. The following values were computed from the NAD 83(1997) position.
 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     -   0.99998555  x   0.99997748  =   0.99996303
 EH2866!SPC MS W     -   0.99998555  x   0.99996339  =   0.99994894
 EH2866!UTM  15      -   0.99998555  x   1.00015094  =   1.00013649
 EH2866
 EH2866:                Primary Azimuth Mark                     Grid Az
 EH2866:SPC AR S     -  HUNTING AZ MK                            254 28 04.5
 EH2866:SPC MS W     -  HUNTING AZ MK                            255 24 14.2
 EH2866:UTM  15      -  HUNTING AZ MK                            253 53 13.2
 EH2866
 EH2866_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU1141537484(NAD 83)
 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(1995)-  34 39 27.03269(N)    090 41 34.63747(W) AD(       ) 1
 EH2866  NAD 83(1993)-  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
 EH2866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2866.See file dsdata.pdf to determine how the superseded data were derived.
 EH2866
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0856 ***********************************************************************
 GF0856  DESIGNATION -  HUNTSVILLE
 GF0856  PID         -  GF0856
 GF0856  STATE/COUNTY-  AR/MADISON
 GF0856  COUNTRY     -  US
 GF0856  USGS QUAD   -  HUNTSVILLE (2017)
 GF0856
 GF0856                         *CURRENT SURVEY CONTROL
 GF0856  ______________________________________________________________________
 GF0856* NAD 83(1997) POSITION- 36 04 48.29202(N) 093 43 20.19563(W)   ADJUSTED
 GF0856* NAVD 88 ORTHO HEIGHT -   526.7   (meters)     1728.    (feet) VERTCON3
 GF0856  ______________________________________________________________________
 GF0856  GEOID HEIGHT    -        -27.987 (meters)                     GEOID18
 GF0856  LAPLACE CORR    -         -0.43  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0856.GEOID18 height accuracy estimate available here.
 GF0856
 GF0856.Click photographs - Photos may exist for this station.
 GF0856
 GF0856.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0856
 GF0856. The following values were computed from the NAD 83(1997) position.
 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     -   0.99992173  x   0.99997329  =   0.99989502
 GF0856!UTM  15      -   0.99992173  x   0.99965211  =   0.99957387
 GF0856
 GF0856:                Primary Azimuth Mark                     Grid Az
 GF0856:SPC AR N     -  HUNTSVILLE AZ MK                         293 07 50.8
 GF0856:UTM  15      -  HUNTSVILLE AZ MK                         292 33 14.2
 GF0856
 GF0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV3496893072(NAD 83)
 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(1993)-  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
 GF0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0856.See file dsdata.pdf to determine how the superseded data were derived.
 GF0856
 GF0856_MARKER: DS = TRIANGULATION STATION DISK
 GF0856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0856_STAMPING: HUNTSVILLE 1971
 GF0856_MARK LOGO: CGS
 GF0856_PROJECTION: FLUSH
 GF0856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0856+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0858 ***********************************************************************
 GF0858  DESIGNATION -  HUNTSVILLE MUN STANDPIPE
 GF0858  PID         -  GF0858
 GF0858  STATE/COUNTY-  AR/MADISON
 GF0858  COUNTRY     -  US
 GF0858  USGS QUAD   -  HUNTSVILLE (2017)
 GF0858
 GF0858                         *CURRENT SURVEY CONTROL
 GF0858  ______________________________________________________________________
 GF0858* NAD 83(1997) POSITION- 36 05 09.56568(N) 093 44 41.46471(W)   ADJUSTED
 GF0858  ______________________________________________________________________
 GF0858  GEOID HEIGHT    -        -27.988 (meters)                     GEOID18
 GF0858  LAPLACE CORR    -         -0.23  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0858.GEOID18 height accuracy estimate available here.
 GF0858
 GF0858.Click photographs - Photos may exist for this station.
 GF0858
 GF0858.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0858
 GF0858. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV3294093742(NAD 83)
 GF0858
 GF0858                          SUPERSEDED SURVEY CONTROL
 GF0858
 GF0858  NAD 83(1993)-  36 05 09.57713(N)    093 44 41.46509(W) AD(       ) 3
 GF0858  NAD 83(1986)-  36 05 09.57705(N)    093 44 41.46609(W) AD(       ) 3
 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
 GF0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0858.See file dsdata.pdf to determine how the superseded data were derived.
 GF0858
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0857 ***********************************************************************
 GF0857  DESIGNATION -  HUNTSVILLE ST POLICE MAST
 GF0857  PID         -  GF0857
 GF0857  STATE/COUNTY-  AR/MADISON
 GF0857  COUNTRY     -  US
 GF0857  USGS QUAD   -  HUNTSVILLE (2017)
 GF0857
 GF0857                         *CURRENT SURVEY CONTROL
 GF0857  ______________________________________________________________________
 GF0857* NAD 83(1997) POSITION- 36 04 49.21333(N) 093 43 21.05544(W)   ADJUSTED
 GF0857  ______________________________________________________________________
 GF0857  GEOID HEIGHT    -        -27.987 (meters)                     GEOID18
 GF0857  LAPLACE CORR    -         -0.43  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0857.GEOID18 height accuracy estimate available here.
 GF0857
 GF0857.Click photographs - Photos may exist for this station.
 GF0857
 GF0857.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0857
 GF0857. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV3494693100(NAD 83)
 GF0857
 GF0857                          SUPERSEDED SURVEY CONTROL
 GF0857
 GF0857  NAD 83(1993)-  36 04 49.22476(N)    093 43 21.05590(W) AD(       ) 3
 GF0857  NAD 83(1986)-  36 04 49.22482(N)    093 43 21.05708(W) AD(       ) 3
 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
 GF0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0857.See file dsdata.pdf to determine how the superseded data were derived.
 GF0857
 GF0857_MARKER: 42 = RADIO/TV MAST
 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 = MARCH 20, 2026 22:17:28 EDT
 FH0929 ***********************************************************************
 FH0929  DESIGNATION -  HUTCH
 FH0929  PID         -  FH0929
 FH0929  STATE/COUNTY-  AR/WASHINGTON
 FH0929  COUNTRY     -  US
 FH0929  USGS QUAD   -  SULPHUR CITY (2017)
 FH0929
 FH0929                         *CURRENT SURVEY CONTROL
 FH0929  ______________________________________________________________________
 FH0929* NAD 83(1997) POSITION- 35 54 31.31682(N) 094 06 01.43818(W)   ADJUSTED
 FH0929* NAVD 88 ORTHO HEIGHT -   673.2   (meters)     2209.    (feet) VERTCON3
 FH0929  ______________________________________________________________________
 FH0929  GEOID HEIGHT    -        -28.017 (meters)                     GEOID18
 FH0929  LAPLACE CORR    -         -0.08  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0929.GEOID18 height accuracy estimate available here.
 FH0929
 FH0929.Click photographs - Photos may exist for this station.
 FH0929
 FH0929.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH0929
 FH0929. The following values were computed from the NAD 83(1997) position.
 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     -   0.99989875  x   0.99995192  =   0.99985068
 FH0929!UTM  15      -   0.99989875  x   0.99972148  =   0.99962026
 FH0929
 FH0929:                Primary Azimuth Mark                     Grid Az
 FH0929:SPC AR N     -  NELSON                                   095 21 59.9
 FH0929:UTM  15      -  NELSON                                   094 47 23.5
 FH0929
 FH0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV0070774381(NAD 83)
 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(1993)-  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
 FH0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0929.See file dsdata.pdf to determine how the superseded data were derived.
 FH0929
 FH0929_MARKER: DS = TRIANGULATION STATION DISK
 FH0929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0929_STAMPING: HUTCH 1971
 FH0929_MARK LOGO: CGS
 FH0929_PROJECTION: PROJECTING 13 CENTIMETERS
 FH0929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0929+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1328 ***********************************************************************
 EH1328  DESIGNATION -  HYDEN
 EH1328  PID         -  EH1328
 EH1328  STATE/COUNTY-  AR/ARKANSAS
 EH1328  COUNTRY     -  US
 EH1328  USGS QUAD   -  TICHNOR (2017)
 EH1328
 EH1328                         *CURRENT SURVEY CONTROL
 EH1328  ______________________________________________________________________
 EH1328* NAD 83(1997) POSITION- 34 11 48.70465(N) 091 21 33.54923(W)   ADJUSTED
 EH1328* NAVD 88 ORTHO HEIGHT -    58.101 (meters)      190.62  (feet) ADJUSTED
 EH1328  ______________________________________________________________________
 EH1328  GEOID HEIGHT    -        -26.293 (meters)                     GEOID18
 EH1328  LAPLACE CORR    -         -1.37  (seconds)                    DEFLEC18
 EH1328  DYNAMIC HEIGHT  -         58.044 (meters)      190.43  (feet) COMP
 EH1328  MODELED GRAVITY -    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 and
 EH1328.adjusted by the NATIONAL GEODETIC SURVEY
 EH1328.in August 1993.
 EH1328
 EH1328.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1328.GEOID18 height accuracy estimate available here.
 EH1328
 EH1328.Click photographs - Photos may exist for this station.
 EH1328
 EH1328.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999501  x   0.99992247  =   0.99991748
 EH1328!UTM  15      -   0.99999501  x   0.99988170  =   0.99987671
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT5117085200(NAD 83)
 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) SUPERSEDED  1 2
 EH1328  NGVD 29 (11/26/84)   58.139  (m)          190.74   (f) ADJUSTED    1 2
 EH1328
 EH1328.Superseded values are not recommended for survey control.
 EH1328
 EH1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1328.See file dsdata.pdf to determine how the superseded data were derived.
 EH1328
 EH1328_MARKER: DS = TRIANGULATION STATION DISK
 EH1328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1328_STAMPING: HYDEN 1965
 EH1328_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1327 ***********************************************************************
 EH1327  DESIGNATION -  HYDEN RM 1
 EH1327  PID         -  EH1327
 EH1327  STATE/COUNTY-  AR/ARKANSAS
 EH1327  COUNTRY     -  US
 EH1327  USGS QUAD   -  TICHNOR (2017)
 EH1327
 EH1327                         *CURRENT SURVEY CONTROL
 EH1327  ______________________________________________________________________
 EH1327* NAD 83(1986) POSITION- 34 11 49.53   (N) 091 21 33.10   (W)   HD_HELD1
 EH1327* NAVD 88 ORTHO HEIGHT -    57.868 (meters)      189.86  (feet) ADJUSTED
 EH1327  ______________________________________________________________________
 EH1327  GEOID HEIGHT    -        -26.293 (meters)                     GEOID18
 EH1327  DYNAMIC HEIGHT  -         57.811 (meters)      189.67  (feet) COMP
 EH1327  MODELED GRAVITY -    979,659.9   (mgal)                       NAVD 88
 EH1327
 EH1327  VERT ORDER      -  FIRST     CLASS II
 EH1327
 EH1327.The horizontal coordinates were determined by differentially corrected
 EH1327.hand held GPS observations or other comparable positioning techniques
 EH1327.and have an estimated accuracy of +/- 3 meters.
 EH1327
 EH1327.The orthometric height was determined by differential leveling and
 EH1327.adjusted by the NATIONAL GEODETIC SURVEY
 EH1327.in August 1993.
 EH1327
 EH1327.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1327.GEOID18 height accuracy estimate available here.
 EH1327
 EH1327.Click photographs - Photos may exist for this station.
 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     -   569,928.1     459,058.6     MT  (+/- 3 meters HH1 GPS) 
 EH1327
 EH1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT5118185226(NAD 83)
 EH1327
 EH1327                          SUPERSEDED SURVEY CONTROL
 EH1327
 EH1327  NAVD 88 (06/15/91)   57.838  (m)          189.76   (f) SUPERSEDED  1 2
 EH1327  NGVD 29 (11/26/84)   57.907  (m)          189.98   (f) ADJUSTED    1 2
 EH1327
 EH1327.Superseded values are not recommended for survey control.
 EH1327
 EH1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1327.See file dsdata.pdf to determine how the superseded data were derived.
 EH1327
 EH1327_MARKER: DR = REFERENCE MARK DISK
 EH1327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1327_STAMPING: HYDEN NO 1 1965
 EH1327_MARK LOGO: CGS
 EH1327_PROJECTION: PROJECTING 5 CENTIMETERS
 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 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 = MARCH 20, 2026 22:17:28 EDT
 EH1329 ***********************************************************************
 EH1329  DESIGNATION -  HYDEN RM 2
 EH1329  PID         -  EH1329
 EH1329  STATE/COUNTY-  AR/ARKANSAS
 EH1329  COUNTRY     -  US
 EH1329  USGS QUAD   -  TICHNOR (2017)
 EH1329
 EH1329                         *CURRENT SURVEY CONTROL
 EH1329  ______________________________________________________________________
 EH1329* NAD 83(1986) POSITION- 34 11 48.21   (N) 091 21 32.81   (W)   HD_HELD1
 EH1329* NAVD 88 ORTHO HEIGHT -    58.454 (meters)      191.78  (feet) ADJUSTED
 EH1329  ______________________________________________________________________
 EH1329  GEOID HEIGHT    -        -26.293 (meters)                     GEOID18
 EH1329  DYNAMIC HEIGHT  -         58.397 (meters)      191.59  (feet) COMP
 EH1329  MODELED GRAVITY -    979,659.9   (mgal)                       NAVD 88
 EH1329
 EH1329  VERT ORDER      -  FIRST     CLASS II
 EH1329
 EH1329.The horizontal coordinates were determined by differentially corrected
 EH1329.hand held GPS observations or other comparable positioning techniques
 EH1329.and have an estimated accuracy of +/- 3 meters.
 EH1329
 EH1329.The orthometric height was determined by differential leveling and
 EH1329.adjusted by the NATIONAL GEODETIC SURVEY
 EH1329.in August 1993.
 EH1329
 EH1329.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1329.GEOID18 height accuracy estimate available here.
 EH1329
 EH1329.Click photographs - Photos may exist for this station.
 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     -   569,887.5     459,066.3     MT  (+/- 3 meters HH1 GPS) 
 EH1329
 EH1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT5118985185(NAD 83)
 EH1329
 EH1329                          SUPERSEDED SURVEY CONTROL
 EH1329
 EH1329  NAVD 88 (06/15/91)   58.424  (m)          191.68   (f) SUPERSEDED  1 2
 EH1329  NGVD 29 (11/26/84)   58.493  (m)          191.91   (f) ADJUSTED    1 2
 EH1329
 EH1329.Superseded values are not recommended for survey control.
 EH1329
 EH1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1329.See file dsdata.pdf to determine how the superseded data were derived.
 EH1329
 EH1329_MARKER: DR = REFERENCE MARK DISK
 EH1329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1329_STAMPING: HYDEN NO 2 1965
 EH1329_MARK LOGO: CGS
 EH1329_PROJECTION: PROJECTING 5 CENTIMETERS
 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 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 INCHES.  1 FOOT ABOVE RAIL.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK0939 ***********************************************************************
 DK0939  DESIGNATION -  I
 DK0939  PID         -  DK0939
 DK0939  STATE/COUNTY-  AR/DESHA
 DK0939  COUNTRY     -  US
 DK0939  USGS QUAD   -  WINCHESTER (2017)
 DK0939
 DK0939                         *CURRENT SURVEY CONTROL
 DK0939  ______________________________________________________________________
 DK0939* NAD 83(1986) POSITION- 33 50 40.     (N) 091 28 55.     (W)   SCALED
 DK0939* NAVD 88 ORTHO HEIGHT -    49.885 (meters)      163.66  (feet) ADJUSTED
 DK0939  ______________________________________________________________________
 DK0939  GEOID HEIGHT    -        -26.035 (meters)                     GEOID18
 DK0939  DYNAMIC HEIGHT  -         49.835 (meters)      163.50  (feet) COMP
 DK0939  MODELED GRAVITY -    979,632.6   (mgal)                       NAVD 88
 DK0939
 DK0939  VERT ORDER      -  FIRST     CLASS II
 DK0939
 DK0939.The horizontal coordinates were scaled from a map and have
 DK0939.an estimated accuracy of +/- 6 seconds.
 DK0939
 DK0939.The orthometric height was determined by differential leveling and
 DK0939.adjusted by the NATIONAL GEODETIC SURVEY
 DK0939.in June 1991.
 DK0939
 DK0939.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK0939.GEOID18 height accuracy estimate available here.
 DK0939
 DK0939.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT404459(NAD 83)
 DK0939
 DK0939                          SUPERSEDED SURVEY CONTROL
 DK0939
 DK0939  NGVD 29 (11/26/84)   50.020  (m)          164.11   (f) ADJUSTED    1 2
 DK0939
 DK0939.Superseded values are not recommended for survey control.
 DK0939
 DK0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0939.See file dsdata.pdf to determine how the superseded data were derived.
 DK0939
 DK0939_MARKER: B = BOLT
 DK0939_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DK0939_SP_SET: HOUSE CHIMNEY
 DK0939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0939+STABILITY: SURFACE MOTION
 DK0939
 DK0939  HISTORY     - Date     Condition        Report By
 DK0939  HISTORY     - 1887     MONUMENTED       CGS
 DK0939  HISTORY     - 1938     GOOD             CGS
 DK0939  HISTORY     - 1955     GOOD             CGS
 DK0939  HISTORY     - 20171221 MARK NOT FOUND   ARHD
 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.
 DK0939
 DK0939                          STATION RECOVERY (2017)
 DK0939
 DK0939'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2017 (BAB)
 DK0939'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0268 ***********************************************************************
 EJ0268  DESIGNATION -  I
 EJ0268  PID         -  EJ0268
 EJ0268  STATE/COUNTY-  AR/PULASKI
 EJ0268  COUNTRY     -  US
 EJ0268  USGS QUAD   -  LITTLE ROCK (2017)
 EJ0268
 EJ0268                         *CURRENT SURVEY CONTROL
 EJ0268  ______________________________________________________________________
 EJ0268* NAD 83(1986) POSITION- 34 44 55.     (N) 092 15 54.     (W)   SCALED
 EJ0268* NAVD 88 ORTHO HEIGHT -    80.468 (meters)      264.00  (feet) ADJUSTED
 EJ0268  ______________________________________________________________________
 EJ0268  GEOID HEIGHT    -        -26.653 (meters)                     GEOID18
 EJ0268  DYNAMIC HEIGHT  -         80.394 (meters)      263.76  (feet) COMP
 EJ0268  MODELED GRAVITY -    979,711.0   (mgal)                       NAVD 88
 EJ0268
 EJ0268  VERT ORDER      -  FIRST     CLASS II
 EJ0268
 EJ0268.The horizontal coordinates were scaled from a map and have
 EJ0268.an estimated accuracy of +/- 6 seconds.
 EJ0268
 EJ0268.The orthometric height was determined by differential leveling and
 EJ0268.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0268.in June 1991.
 EJ0268
 EJ0268.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0268.GEOID18 height accuracy estimate available here.
 EJ0268
 EJ0268.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU672454(NAD 83)
 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
 EJ0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0268.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0268
 EJ0268_MARKER: Q = CHISELED SQUARE
 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     - 1887     MONUMENTED       CGS
 EJ0268  HISTORY     - 1955     MARK NOT FOUND   CGS
 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 COAST AND GEODETIC SURVEY 1955
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1803 ***********************************************************************
 EH1803  DESIGNATION -  I 15 1
 EH1803  PID         -  EH1803
 EH1803  STATE/COUNTY-  AR/JEFFERSON
 EH1803  COUNTRY     -  US
 EH1803  USGS QUAD   -  GETHSEMANE (2017)
 EH1803
 EH1803                         *CURRENT SURVEY CONTROL
 EH1803  ______________________________________________________________________
 EH1803* NAD 83(1986) POSITION- 34 24 58.     (N) 091 52 02.     (W)   SCALED
 EH1803* NAVD 88 ORTHO HEIGHT -    64.222 (meters)      210.70  (feet) POSTED
 EH1803  ______________________________________________________________________
 EH1803  GEOID HEIGHT    -        -26.219 (meters)                     GEOID18
 EH1803  DYNAMIC HEIGHT  -         64.16  (meters)      210.5   (feet) COMP
 EH1803  MODELED GRAVITY -    979,681.6   (mgal)                       NAVD 88
 EH1803
 EH1803  VERT ORDER      -  * POSTED, SEE BELOW
 EH1803
 EH1803.The horizontal coordinates were scaled from a 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
 EH1803.* This is a POSTED BENCH MARK height.
 EH1803
 EH1803.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1803.GEOID18 height accuracy estimate available here.
 EH1803
 EH1803.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU040088(NAD 83)
 EH1803
 EH1803                          SUPERSEDED SURVEY CONTROL
 EH1803
 EH1803  NGVD 29 (11/26/84)   64.255  (m)          210.81   (f) ADJUSTED    2 0
 EH1803
 EH1803.Superseded values are not recommended for survey control.
 EH1803
 EH1803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1803.See file dsdata.pdf to determine how the superseded data were derived.
 EH1803
 EH1803_MARKER: DD = SURVEY DISK
 EH1803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1803_STAMPING: I-15-1
 EH1803_MARK LOGO: USACE
 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       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1815 ***********************************************************************
 EH1815  DESIGNATION -  I 15 10
 EH1815  PID         -  EH1815
 EH1815  STATE/COUNTY-  AR/JEFFERSON
 EH1815  COUNTRY     -  US
 EH1815  USGS QUAD   -  ALTHEIMER (2017)
 EH1815
 EH1815                         *CURRENT SURVEY CONTROL
 EH1815  ______________________________________________________________________
 EH1815* NAD 83(1986) POSITION- 34 21 39.     (N) 091 47 45.     (W)   SCALED
 EH1815* NAVD 88 ORTHO HEIGHT -    61.453 (meters)      201.62  (feet) POSTED
 EH1815  ______________________________________________________________________
 EH1815  GEOID HEIGHT    -        -26.198 (meters)                     GEOID18
 EH1815  DYNAMIC HEIGHT  -         61.39  (meters)      201.4   (feet) COMP
 EH1815  MODELED GRAVITY -    979,675.6   (mgal)                       NAVD 88
 EH1815
 EH1815  VERT ORDER      -  * POSTED, SEE BELOW
 EH1815
 EH1815.The horizontal coordinates were scaled from a 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
 EH1815.* This is a POSTED BENCH MARK height.
 EH1815
 EH1815.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1815.GEOID18 height accuracy estimate available here.
 EH1815
 EH1815.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU107028(NAD 83)
 EH1815
 EH1815                          SUPERSEDED SURVEY CONTROL
 EH1815
 EH1815  NGVD 29 (11/26/84)   61.487  (m)          201.73   (f) ADJUSTED    2 0
 EH1815
 EH1815.Superseded values are not recommended for survey control.
 EH1815
 EH1815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1815.See file dsdata.pdf to determine how the superseded data were derived.
 EH1815
 EH1815_MARKER: DD = SURVEY DISK
 EH1815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1815_STAMPING: I-15-10
 EH1815_MARK LOGO: USACE
 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       USACE
 EH1815  HISTORY     - 1955     MARK NOT FOUND   CGS
 EH1815
 EH1815                          STATION DESCRIPTION
 EH1815
 EH1815'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1686 ***********************************************************************
 EH1686  DESIGNATION -  I 15 12
 EH1686  PID         -  EH1686
 EH1686  STATE/COUNTY-  AR/JEFFERSON
 EH1686  COUNTRY     -  US
 EH1686  USGS QUAD   -  ALTHEIMER (2017)
 EH1686
 EH1686                         *CURRENT SURVEY CONTROL
 EH1686  ______________________________________________________________________
 EH1686* NAD 83(1986) POSITION- 34 19 07.     (N) 091 50 48.     (W)   SCALED
 EH1686* NAVD 88 ORTHO HEIGHT -    63.116 (meters)      207.07  (feet) ADJUSTED
 EH1686  ______________________________________________________________________
 EH1686  GEOID HEIGHT    -        -26.123 (meters)                     GEOID18
 EH1686  DYNAMIC HEIGHT  -         63.055 (meters)      206.87  (feet) COMP
 EH1686  MODELED GRAVITY -    979,671.9   (mgal)                       NAVD 88
 EH1686
 EH1686  VERT ORDER      -  SECOND    CLASS 0
 EH1686
 EH1686.The horizontal coordinates were scaled from a map and have
 EH1686.an estimated accuracy of +/- 6 seconds.
 EH1686
 EH1686.The orthometric height was determined by differential leveling and
 EH1686.adjusted by the NATIONAL GEODETIC SURVEY
 EH1686.in June 1991.
 EH1686
 EH1686.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1686.GEOID18 height accuracy estimate available here.
 EH1686
 EH1686.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT061980(NAD 83)
 EH1686
 EH1686                          SUPERSEDED SURVEY CONTROL
 EH1686
 EH1686  NGVD 29 (11/26/84)   63.154  (m)          207.20   (f) ADJUSTED    2 0
 EH1686
 EH1686.Superseded values are not recommended for survey control.
 EH1686
 EH1686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1686.See file dsdata.pdf to determine how the superseded data were derived.
 EH1686
 EH1686_MARKER: P = PIPE CAP
 EH1686_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1686_STAMPING: I 15-12
 EH1686_MARK LOGO: USACE
 EH1686_MAGNETIC: P = MARKER IS A STEEL PIPE
 EH1686_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1686
 EH1686  HISTORY     - Date     Condition        Report By
 EH1686  HISTORY     - UNK      MONUMENTED       USACE
 EH1686  HISTORY     - 1934     GOOD             USACE
 EH1686  HISTORY     - 1962     MARK NOT FOUND   USGS
 EH1686
 EH1686                          STATION DESCRIPTION
 EH1686
 EH1686'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1934
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1804 ***********************************************************************
 EH1804  DESIGNATION -  I 15 2
 EH1804  PID         -  EH1804
 EH1804  STATE/COUNTY-  AR/JEFFERSON
 EH1804  COUNTRY     -  US
 EH1804  USGS QUAD   -  GETHSEMANE (2017)
 EH1804
 EH1804                         *CURRENT SURVEY CONTROL
 EH1804  ______________________________________________________________________
 EH1804* NAD 83(1986) POSITION- 34 24 57.     (N) 091 52 01.     (W)   SCALED
 EH1804* NAVD 88 ORTHO HEIGHT -    64.084 (meters)      210.25  (feet) POSTED
 EH1804  ______________________________________________________________________
 EH1804  GEOID HEIGHT    -        -26.219 (meters)                     GEOID18
 EH1804  DYNAMIC HEIGHT  -         64.02  (meters)      210.0   (feet) COMP
 EH1804  MODELED GRAVITY -    979,681.5   (mgal)                       NAVD 88
 EH1804
 EH1804  VERT ORDER      -  * POSTED, SEE BELOW
 EH1804
 EH1804.The horizontal coordinates were scaled from a 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
 EH1804.* This is a POSTED BENCH MARK height.
 EH1804
 EH1804.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1804.GEOID18 height accuracy estimate available here.
 EH1804
 EH1804.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU041088(NAD 83)
 EH1804
 EH1804                          SUPERSEDED SURVEY CONTROL
 EH1804
 EH1804  NGVD 29 (11/26/84)   64.115  (m)          210.35   (f) ADJUSTED    2 0
 EH1804
 EH1804.Superseded values are not recommended for survey control.
 EH1804
 EH1804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1804.See file dsdata.pdf to determine how the superseded data were derived.
 EH1804
 EH1804_MARKER: P = PIPE CAP
 EH1804_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1804_STAMPING: U S I-15-2
 EH1804_MARK LOGO: USACE
 EH1804_MAGNETIC: P = MARKER IS A STEEL PIPE
 EH1804_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1804
 EH1804  HISTORY     - Date     Condition        Report By
 EH1804  HISTORY     - UNK      MONUMENTED       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1776 ***********************************************************************
 EH1776  DESIGNATION -  I 15 2
 EH1776  PID         -  EH1776
 EH1776  STATE/COUNTY-  AR/JEFFERSON
 EH1776  COUNTRY     -  US
 EH1776  USGS QUAD   -  ROB ROY (2017)
 EH1776
 EH1776                         *CURRENT SURVEY CONTROL
 EH1776  ______________________________________________________________________
 EH1776* NAD 83(1986) POSITION- 34 17 29.     (N) 091 59 31.     (W)   SCALED
 EH1776* NAVD 88 ORTHO HEIGHT -    64.428 (meters)      211.38  (feet) ADJUSTED
 EH1776  ______________________________________________________________________
 EH1776  GEOID HEIGHT    -        -26.047 (meters)                     GEOID18
 EH1776  DYNAMIC HEIGHT  -         64.366 (meters)      211.17  (feet) COMP
 EH1776  MODELED GRAVITY -    979,671.1   (mgal)                       NAVD 88
 EH1776
 EH1776  VERT ORDER      -  SECOND    CLASS 0
 EH1776
 EH1776.The horizontal coordinates were scaled from a map and have
 EH1776.an estimated accuracy of +/- 6 seconds.
 EH1776
 EH1776.The orthometric height was determined by differential leveling and
 EH1776.adjusted by the NATIONAL GEODETIC SURVEY
 EH1776.in June 1991.
 EH1776
 EH1776.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1776.GEOID18 height accuracy estimate available here.
 EH1776
 EH1776.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT927949(NAD 83)
 EH1776
 EH1776                          SUPERSEDED SURVEY CONTROL
 EH1776
 EH1776  NGVD 29 (11/26/84)   64.460  (m)          211.48   (f) ADJUSTED    2 0
 EH1776
 EH1776.Superseded values are not recommended for survey control.
 EH1776
 EH1776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1776.See file dsdata.pdf to determine how the superseded data were derived.
 EH1776
 EH1776_MARKER: P = PIPE CAP
 EH1776_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1776_STAMPING: I 15-2
 EH1776_MARK LOGO: USACE
 EH1776_MAGNETIC: P = MARKER IS A STEEL PIPE
 EH1776_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1776
 EH1776  HISTORY     - Date     Condition        Report By
 EH1776  HISTORY     - UNK      MONUMENTED       USACE
 EH1776  HISTORY     - 1940     GOOD             CGS
 EH1776  HISTORY     - 20081202 MARK NOT FOUND   USACE
 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.
 EH1776
 EH1776                          STATION RECOVERY (2008)
 EH1776
 EH1776'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2008 (RED)
 EH1776'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK1402 ***********************************************************************
 DK1402  DESIGNATION -  I 20 1 BOLT
 DK1402  PID         -  DK1402
 DK1402  STATE/COUNTY-  AR/ASHLEY
 DK1402  COUNTRY     -  US
 DK1402  USGS QUAD   -  CROSSETT SOUTH (2017)
 DK1402
 DK1402                         *CURRENT SURVEY CONTROL
 DK1402  ______________________________________________________________________
 DK1402* NAD 83(1986) POSITION- 33 00 26.     (N) 091 59 54.     (W)   SCALED
 DK1402* NAVD 88 ORTHO HEIGHT -    29.04  (+/-2cm)       95.3   (feet) VERTCON3
 DK1402  ______________________________________________________________________
 DK1402  GEOID HEIGHT    -        -26.013 (meters)                     GEOID18
 DK1402  VERT ORDER      -  ? (See Below)
 DK1402
 DK1402.The horizontal coordinates were scaled from a 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
 DK1402.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1402.GEOID18 height accuracy estimate available here.
 DK1402
 DK1402.The vertical order pertains to the NGVD 29 superseded value.
 DK1402
 DK1402.Click photographs - Photos may exist for this station.
 DK1402
 DK1402;                    North         East    Units  Estimated Accuracy
 DK1402;SPC AR S     -   437,770.      400,160.      MT  (+/- 180 meters Scaled)
 DK1402
 DK1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS935525(NAD 83)
 DK1402
 DK1402                          SUPERSEDED SURVEY CONTROL
 DK1402
 DK1402  NGVD 29 (11/26/84)   29.111  (m)           95.51   (f) ADJUSTED       
 DK1402
 DK1402.Superseded values are not recommended for survey control.
 DK1402
 DK1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1402.See file dsdata.pdf to determine how the superseded data were derived.
 DK1402
 DK1402_MARKER: B = BOLT
 DK1402_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK1402_SP_SET: UNDERGEOUND STONE
 DK1402_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1402
 DK1402  HISTORY     - Date     Condition        Report By
 DK1402  HISTORY     - UNK      MONUMENTED       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 DK1403 ***********************************************************************
 DK1403  DESIGNATION -  I 20 1 CAP
 DK1403  PID         -  DK1403
 DK1403  STATE/COUNTY-  AR/ASHLEY
 DK1403  COUNTRY     -  US
 DK1403  USGS QUAD   -  CROSSETT SOUTH (2017)
 DK1403
 DK1403                         *CURRENT SURVEY CONTROL
 DK1403  ______________________________________________________________________
 DK1403* NAD 83(1997) POSITION- 33 00 27.56629(N) 091 59 54.77198(W)   ADJUSTED
 DK1403* NAVD 88 ORTHO HEIGHT -    30.26  (+/-2cm)       99.3   (feet) VERTCON3
 DK1403  ______________________________________________________________________
 DK1403  GEOID HEIGHT    -        -26.013 (meters)                     GEOID18
 DK1403  LAPLACE CORR    -          0.68  (seconds)                    DEFLEC18
 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
 DK1403.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1403.GEOID18 height accuracy estimate available here.
 DK1403
 DK1403.The vertical order pertains to the NGVD 29 superseded value.
 DK1403
 DK1403.Click photographs - Photos may exist for this station.
 DK1403
 DK1403.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK1403
 DK1403. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 DK1403:SPC AR S     -  T P                                      334 53 44.2
 DK1403:SPC LA N     -  T P                                      334 37 52.7
 DK1403:UTM  15      -  T P                                      334 21 03.0
 DK1403
 DK1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS9354552581(NAD 83)
 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(1992)-  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              30.33   (m)           99.5    (f) LEVELING    3  
 DK1403  NGVD 29 (11/26/84)   30.328  (m)           99.50   (f) ADJUSTED       
 DK1403
 DK1403.Superseded values are not recommended for survey control.
 DK1403
 DK1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1403.See file dsdata.pdf to determine how the superseded data were derived.
 DK1403
 DK1403_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1403_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1403_STAMPING: ELEV 99 FEET BM I-20-1 1930
 DK1403_MARK LOGO: USACE
 DK1403_MAGNETIC: P = MARKER IS A STEEL PIPE
 DK1403_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1403
 DK1403  HISTORY     - Date     Condition        Report By
 DK1403  HISTORY     - 1939     MONUMENTED       USACE
 DK1403  HISTORY     - 1972     GOOD             USGS
 DK1403
 DK1403                          STATION DESCRIPTION
 DK1403
 DK1403'DESCRIBED BY US ARMY CORPS OF 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 = MARCH 20, 2026 22:17:28 EDT
 FF1584 ***********************************************************************
 FF1584  DESIGNATION -  I 9 5
 FF1584  PID         -  FF1584
 FF1584  STATE/COUNTY-  AR/INDEPENDENCE
 FF1584  COUNTRY     -  US
 FF1584  USGS QUAD   -  BETHESDA (2017)
 FF1584
 FF1584                         *CURRENT SURVEY CONTROL
 FF1584  ______________________________________________________________________
 FF1584* NAD 83(1986) POSITION- 35 50 31.     (N) 091 50 56.     (W)   SCALED
 FF1584* NAVD 88 ORTHO HEIGHT -    91.883 (meters)      301.45  (feet) ADJUSTED
 FF1584  ______________________________________________________________________
 FF1584  GEOID HEIGHT    -        -27.662 (meters)                     GEOID18
 FF1584  DYNAMIC HEIGHT  -         91.804 (meters)      301.19  (feet) COMP
 FF1584  MODELED GRAVITY -    979,772.7   (mgal)                       NAVD 88
 FF1584
 FF1584  VERT ORDER      -  SECOND    CLASS 0
 FF1584
 FF1584.The horizontal coordinates were scaled from a map and have
 FF1584.an estimated accuracy of +/- 6 seconds.
 FF1584
 FF1584.The orthometric height was determined by differential leveling and
 FF1584.adjusted by the NATIONAL GEODETIC SURVEY
 FF1584.in June 1991.
 FF1584
 FF1584.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1584.GEOID18 height accuracy estimate available here.
 FF1584
 FF1584.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV039670(NAD 83)
 FF1584
 FF1584                          SUPERSEDED SURVEY CONTROL
 FF1584
 FF1584  NGVD 29 (11/26/84)   91.797  (m)          301.17   (f) ADJUSTED    2 0
 FF1584
 FF1584.Superseded values are not recommended for survey control.
 FF1584
 FF1584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1584.See file dsdata.pdf to determine how the superseded data were derived.
 FF1584
 FF1584_MARKER: DD = SURVEY DISK
 FF1584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1584_STAMPING: BM 1-9-5
 FF1584_MARK LOGO: USACE
 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       USACE
 FF1584  HISTORY     - 1934     GOOD             CGS
 FF1584  HISTORY     - 20150416 MARK NOT FOUND   ARHD
 FF1584
 FF1584                          STATION DESCRIPTION
 FF1584
 FF1584'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 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.
 FF1584
 FF1584                          STATION RECOVERY (2015)
 FF1584
 FF1584'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 FF1584'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1254 ***********************************************************************
 FF1254  DESIGNATION -  IBEX
 FF1254  PID         -  FF1254
 FF1254  STATE/COUNTY-  AR/WOODRUFF
 FF1254  COUNTRY     -  US
 FF1254  USGS QUAD   -  COTTON PLANT (2017)
 FF1254
 FF1254                         *CURRENT SURVEY CONTROL
 FF1254  ______________________________________________________________________
 FF1254* NAD 83(1986) POSITION- 35 03 20.     (N) 091 20 15.     (W)   SCALED
 FF1254* NAVD 88 ORTHO HEIGHT -    57.856 (meters)      189.82  (feet) ADJUSTED
 FF1254  ______________________________________________________________________
 FF1254  GEOID HEIGHT    -        -27.191 (meters)                     GEOID18
 FF1254  DYNAMIC HEIGHT  -         57.803 (meters)      189.64  (feet) COMP
 FF1254  MODELED GRAVITY -    979,718.8   (mgal)                       NAVD 88
 FF1254
 FF1254  VERT ORDER      -  SECOND    CLASS 0
 FF1254
 FF1254.The horizontal coordinates were scaled from a map and have
 FF1254.an estimated accuracy of +/- 6 seconds.
 FF1254
 FF1254.The orthometric height was determined by differential leveling and
 FF1254.adjusted by the NATIONAL GEODETIC SURVEY
 FF1254.in June 1991.
 FF1254
 FF1254.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1254.GEOID18 height accuracy estimate available here.
 FF1254
 FF1254.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU516804(NAD 83)
 FF1254
 FF1254                          SUPERSEDED SURVEY CONTROL
 FF1254
 FF1254  NGVD 29 (11/26/84)   57.831  (m)          189.73   (f) ADJUSTED    2 0
 FF1254
 FF1254.Superseded values are not recommended for survey control.
 FF1254
 FF1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1254.See file dsdata.pdf to determine how the superseded data were derived.
 FF1254
 FF1254_MARKER: DD = SURVEY DISK
 FF1254_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF1254_STAMPING: IBEX 1934
 FF1254_MARK LOGO: CGS+SS
 FF1254_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1465 ***********************************************************************
 EJ1465  DESIGNATION -  IBM P 2
 EJ1465  PID         -  EJ1465
 EJ1465  STATE/COUNTY-  AR/POLK
 EJ1465  COUNTRY     -  US
 EJ1465  USGS QUAD   -  BIG FORK (2017)
 EJ1465
 EJ1465                         *CURRENT SURVEY CONTROL
 EJ1465  ______________________________________________________________________
 EJ1465* NAD 83(1986) POSITION- 34 27 29.     (N) 093 57 44.     (W)   SCALED
 EJ1465* NAVD 88 ORTHO HEIGHT -   349.458 (meters)     1146.51  (feet) ADJUSTED
 EJ1465  ______________________________________________________________________
 EJ1465  GEOID HEIGHT    -        -28.705 (meters)                     GEOID18
 EJ1465  DYNAMIC HEIGHT  -        349.088 (meters)     1145.30  (feet) COMP
 EJ1465  MODELED GRAVITY -    979,566.0   (mgal)                       NAVD 88
 EJ1465
 EJ1465  VERT ORDER      -  SECOND    CLASS 0
 EJ1465
 EJ1465.The horizontal coordinates were scaled from a map and have
 EJ1465.an estimated accuracy of +/- 6 seconds.
 EJ1465
 EJ1465.The orthometric height was determined by differential leveling and
 EJ1465.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1465.in June 1991.
 EJ1465
 EJ1465.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1465.GEOID18 height accuracy estimate available here.
 EJ1465
 EJ1465.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU116133(NAD 83)
 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
 EJ1465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1465.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1465
 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   CGS
 EJ1465
 EJ1465                          STATION DESCRIPTION
 EJ1465
 EJ1465'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FF1884 ***********************************************************************
 FF1884  DESIGNATION -  IDA
 FF1884  PID         -  FF1884
 FF1884  STATE/COUNTY-  AR/CLEBURNE
 FF1884  COUNTRY     -  US
 FF1884  USGS QUAD   -  GREERS FERRY DAM (2017)
 FF1884
 FF1884                         *CURRENT SURVEY CONTROL
 FF1884  ______________________________________________________________________
 FF1884* NAD 83(1997) POSITION- 35 33 13.51044(N) 091 56 16.96594(W)   ADJUSTED
 FF1884* NAVD 88 ORTHO HEIGHT -   351.    (meters)     1152.    (feet) SCALED
 FF1884  ______________________________________________________________________
 FF1884  GEOID HEIGHT    -        -27.382 (meters)                     GEOID18
 FF1884  LAPLACE CORR    -          1.20  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1884.GEOID18 height accuracy estimate available here.
 FF1884
 FF1884.Click photographs - Photos may exist for this station.
 FF1884
 FF1884.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1884
 FF1884. The following values were computed from the NAD 83(1997) position.
 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     -   0.99994920  x   0.99993608  =   0.99988528
 FF1884!UTM  15      -   0.99994920  x   0.99971416  =   0.99966337
 FF1884
 FF1884:                Primary Azimuth Mark                     Grid Az
 FF1884:SPC AR N     -  IDA AZ MK                                296 53 09.4
 FF1884:UTM  15      -  IDA AZ MK                                296 18 16.1
 FF1884
 FF1884_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV9624934973(NAD 83)
 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
 FF1884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1884.See file dsdata.pdf to determine how the superseded data were derived.
 FF1884
 FF1884_MARKER: DS = TRIANGULATION STATION DISK
 FF1884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1884_STAMPING: IDA 1954
 FF1884_MARK LOGO: CGS
 FF1884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1884+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DQ8708 ***********************************************************************
 DQ8708  DESIGNATION -  IDA LEE
 DQ8708  PID         -  DQ8708
 DQ8708  STATE/COUNTY-  AR/DESHA
 DQ8708  COUNTRY     -  US
 DQ8708  USGS QUAD   -  WINCHESTER (2017)
 DQ8708
 DQ8708                         *CURRENT SURVEY CONTROL
 DQ8708  ______________________________________________________________________
 DQ8708* NAD 83(1986) POSITION- 33 50 45.4    (N) 091 28 58.0    (W)   HD_HELD2
 DQ8708* NAVD 88 ORTHO HEIGHT -    48.848 (meters)      160.26  (feet) ADJUSTED
 DQ8708  ______________________________________________________________________
 DQ8708  GEOID HEIGHT    -        -26.034 (meters)                     GEOID18
 DQ8708  DYNAMIC HEIGHT  -         48.799 (meters)      160.10  (feet) COMP
 DQ8708  MODELED GRAVITY -    979,632.7   (mgal)                       NAVD 88
 DQ8708
 DQ8708  VERT ORDER      -  SECOND    CLASS I
 DQ8708
 DQ8708.The horizontal coordinates were established by autonomous hand held GPS
 DQ8708.observations and have an estimated accuracy of +/- 10 meters.
 DQ8708
 DQ8708.The orthometric height was determined by differential leveling and
 DQ8708.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8708.in July 2018.
 DQ8708
 DQ8708.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8708.GEOID18 height accuracy estimate available here.
 DQ8708
 DQ8708.Click photographs - Photos may exist for this station.
 DQ8708
 DQ8708.The dynamic height is computed by dividing the NAVD 88
 DQ8708.geopotential number by the normal gravity value computed on the
 DQ8708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8708.degrees latitude (g = 980.6199 gals.).
 DQ8708
 DQ8708.The modeled gravity was interpolated from observed gravity values.
 DQ8708
 DQ8708;                    North         East    Units  Estimated Accuracy
 DQ8708;SPC AR S     -   530,917.      447,866.      MT  (+/- 10 meters HH2 GPS)
 DQ8708
 DQ8708_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT4037046110(NAD 83)
 DQ8708
 DQ8708                          SUPERSEDED SURVEY CONTROL
 DQ8708
 DQ8708.No superseded survey control is available for this station.
 DQ8708
 DQ8708_MARKER: DV = VERTICAL CONTROL DISK
 DQ8708_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DQ8708_SP_SET: BRIDGE ABUTMENT
 DQ8708_STAMPING: IDA LEE 2018
 DQ8708_MARK LOGO: NGS
 DQ8708_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ8708_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8708_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8708+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2018
 DQ8708
 DQ8708  HISTORY     - Date     Condition        Report By
 DQ8708  HISTORY     - 20180307 MONUMENTED       ARHD
 DQ8708
 DQ8708                          STATION DESCRIPTION
 DQ8708
 DQ8708'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (JDH)
 DQ8708'THE STATION IS LOCATED ABOUT 6.6 MI (10.6 KM) EAST OF GOURD, 5.0 MI
 DQ8708'(8.0 KM) NORTH OF WINCHESTER AND 2.9 MI (4.7 KM) SOUTH OF DUMAS.
 DQ8708'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ8708'
 DQ8708'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND US HIGHWAY 165, GO
 DQ8708'SOUTH ON HIGHWAY 65 FOR 0.8 MI (1.3 KM) TO BROOKHAVEN DRIVE (CITY).
 DQ8708'TURN RIGHT AND GO WEST ON BROOKHAVEN DRIVE FOR 0.4 MI (0.6 KM) TO
 DQ8708'SOUTH MAIN CITY STREET.  TURN LEFT AND GO SOUTH ON SOUTH MAIN STREET
 DQ8708'FOR 1.85 MI (2.98 KM) TO THE STATION ON THE LEFT, IN THE SOUTHEAST
 DQ8708'CORNER OF A BRIDGE ABUTMENT.
 DQ8708'
 DQ8708'IT IS 100 FT (30.5 M) NORTH OF A RAILROAD CROSSING AND 14 FT (4.3 M)
 DQ8708'EAST OF WALNUT STREET LAKE DRIVE CENTERLINE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1251 ***********************************************************************
 FF1251  DESIGNATION -  IDEA
 FF1251  PID         -  FF1251
 FF1251  STATE/COUNTY-  AR/WOODRUFF
 FF1251  COUNTRY     -  US
 FF1251  USGS QUAD   -  COTTON PLANT (2017)
 FF1251
 FF1251                         *CURRENT SURVEY CONTROL
 FF1251  ______________________________________________________________________
 FF1251* NAD 83(1986) POSITION- 35 00 05.     (N) 091 15 23.     (W)   SCALED
 FF1251* NAVD 88 ORTHO HEIGHT -    58.131 (meters)      190.72  (feet) ADJUSTED
 FF1251  ______________________________________________________________________
 FF1251  GEOID HEIGHT    -        -27.044 (meters)                     GEOID18
 FF1251  DYNAMIC HEIGHT  -         58.078 (meters)      190.54  (feet) COMP
 FF1251  MODELED GRAVITY -    979,719.6   (mgal)                       NAVD 88
 FF1251
 FF1251  VERT ORDER      -  SECOND    CLASS 0
 FF1251
 FF1251.The horizontal coordinates were scaled from a map and have
 FF1251.an estimated accuracy of +/- 6 seconds.
 FF1251
 FF1251.The orthometric height was determined by differential leveling and
 FF1251.adjusted by the NATIONAL GEODETIC SURVEY
 FF1251.in June 1991.
 FF1251
 FF1251.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1251.GEOID18 height accuracy estimate available here.
 FF1251
 FF1251.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU591745(NAD 83)
 FF1251
 FF1251                          SUPERSEDED SURVEY CONTROL
 FF1251
 FF1251  NGVD 29 (11/26/84)   58.111  (m)          190.65   (f) ADJUSTED    2 0
 FF1251
 FF1251.Superseded values are not recommended for survey control.
 FF1251
 FF1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1251.See file dsdata.pdf to determine how the superseded data were derived.
 FF1251
 FF1251_MARKER: DD = SURVEY DISK
 FF1251_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF1251_STAMPING: IDEA 1934
 FF1251_MARK LOGO: CGS+SS
 FF1251_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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  HISTORY     - 20100412 MARK NOT FOUND   ARHD
 FF1251
 FF1251                          STATION DESCRIPTION
 FF1251
 FF1251'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 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.
 FF1251
 FF1251                          STATION RECOVERY (2010)
 FF1251
 FF1251'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2010 (JDH)
 FF1251'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1288 ***********************************************************************
 EH1288  DESIGNATION -  IDLE
 EH1288  PID         -  EH1288
 EH1288  STATE/COUNTY-  AR/MONROE
 EH1288  COUNTRY     -  US
 EH1288  USGS QUAD   -  BRINKLEY (2017)
 EH1288
 EH1288                         *CURRENT SURVEY CONTROL
 EH1288  ______________________________________________________________________
 EH1288* NAD 83(1986) POSITION- 34 59 05.     (N) 091 13 44.     (W)   SCALED
 EH1288* NAVD 88 ORTHO HEIGHT -    56.976 (meters)      186.93  (feet) ADJUSTED
 EH1288  ______________________________________________________________________
 EH1288  GEOID HEIGHT    -        -26.996 (meters)                     GEOID18
 EH1288  DYNAMIC HEIGHT  -         56.924 (meters)      186.76  (feet) COMP
 EH1288  MODELED GRAVITY -    979,723.0   (mgal)                       NAVD 88
 EH1288
 EH1288  VERT ORDER      -  SECOND    CLASS 0
 EH1288
 EH1288.The horizontal coordinates were scaled from a map and have
 EH1288.an estimated accuracy of +/- 6 seconds.
 EH1288
 EH1288.The orthometric height was determined by differential leveling and
 EH1288.adjusted by the NATIONAL GEODETIC SURVEY
 EH1288.in June 1991.
 EH1288
 EH1288.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1288.GEOID18 height accuracy estimate available here.
 EH1288
 EH1288.Click photographs - Photos may exist for this station.
 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 S     -   657,380.      470,410.      MT  (+/- 180 meters Scaled)
 EH1288
 EH1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU616727(NAD 83)
 EH1288
 EH1288                          SUPERSEDED SURVEY CONTROL
 EH1288
 EH1288  NGVD 29 (11/26/84)   56.960  (m)          186.88   (f) ADJUSTED    2 0
 EH1288
 EH1288.Superseded values are not recommended for survey control.
 EH1288
 EH1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1288.See file dsdata.pdf to determine how the superseded data were derived.
 EH1288
 EH1288_MARKER: DD = SURVEY DISK
 EH1288_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EH1288_STAMPING: IDLE 1934
 EH1288_MARK LOGO: CGS+SS
 EH1288_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1288_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1288+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2010
 EH1288
 EH1288  HISTORY     - Date     Condition        Report By
 EH1288  HISTORY     - 1934     MONUMENTED       ARGS
 EH1288  HISTORY     - 20100412 GOOD             ARHD
 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.
 EH1288
 EH1288                          STATION RECOVERY (2010)
 EH1288
 EH1288'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2010 (JDH)
 EH1288'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0011 ***********************************************************************
 EJ0011  DESIGNATION -  II
 EJ0011  PID         -  EJ0011
 EJ0011  STATE/COUNTY-  AR/PULASKI
 EJ0011  COUNTRY     -  US
 EJ0011  USGS QUAD   -  NORTH LITTLE ROCK (2017)
 EJ0011
 EJ0011                         *CURRENT SURVEY CONTROL
 EJ0011  ______________________________________________________________________
 EJ0011* NAD 83(1986) POSITION- 34 51 48.     (N) 092 21 47.     (W)   SCALED
 EJ0011* NAVD 88 ORTHO HEIGHT -    81.976 (meters)      268.95  (feet) ADJUSTED
 EJ0011  ______________________________________________________________________
 EJ0011  GEOID HEIGHT    -        -27.129 (meters)                     GEOID18
 EJ0011  DYNAMIC HEIGHT  -         81.899 (meters)      268.70  (feet) COMP
 EJ0011  MODELED GRAVITY -    979,701.7   (mgal)                       NAVD 88
 EJ0011
 EJ0011  VERT ORDER      -  SECOND    CLASS 0
 EJ0011
 EJ0011.The horizontal coordinates were scaled from a map and have
 EJ0011.an estimated accuracy of +/- 6 seconds.
 EJ0011
 EJ0011.The orthometric height was determined by differential leveling and
 EJ0011.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0011.in June 1991.
 EJ0011
 EJ0011.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0011.GEOID18 height accuracy estimate available here.
 EJ0011
 EJ0011.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU582580(NAD 83)
 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
 EJ0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0011.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0011
 EJ0011_MARKER: V = STONE MONUMENT
 EJ0011_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0011_MARK LOGO: CGS
 EJ0011_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0011
 EJ0011  HISTORY     - Date     Condition        Report By
 EJ0011  HISTORY     - 1887     MONUMENTED       CGS
 EJ0011  HISTORY     - 1934     GOOD             CGS
 EJ0011  HISTORY     - 1984     POOR             NGS
 EJ0011  HISTORY     - 1989     POOR             USPSQD
 EJ0011  HISTORY     - 1990     POOR             USPSQD
 EJ0011
 EJ0011                          STATION DESCRIPTION
 EJ0011
 EJ0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 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 = MARCH 20, 2026 22:17:28 EDT
 DR8091 ***********************************************************************
 DR8091  DESIGNATION -  ILIE
 DR8091  PID         -  DR8091
 DR8091  STATE/COUNTY-  AR/ARKANSAS
 DR8091  COUNTRY     -  US
 DR8091  USGS QUAD   -  DE WITT SW (2017)
 DR8091
 DR8091                         *CURRENT SURVEY CONTROL
 DR8091  ______________________________________________________________________
 DR8091* NAD 83(1986) POSITION- 34 17 53.6    (N) 091 25 13.3    (W)   HD_HELD2
 DR8091* NAVD 88 ORTHO HEIGHT -    57.981 (meters)      190.23  (feet) ADJUSTED
 DR8091  ______________________________________________________________________
 DR8091  GEOID HEIGHT    -        -26.362 (meters)                     GEOID18
 DR8091  DYNAMIC HEIGHT  -         57.925 (meters)      190.04  (feet) COMP
 DR8091  MODELED GRAVITY -    979,666.9   (mgal)                       NAVD 88
 DR8091
 DR8091  VERT ORDER      -  SECOND    CLASS I
 DR8091
 DR8091.The horizontal coordinates were established by autonomous hand held GPS
 DR8091.observations and have an estimated accuracy of +/- 10 meters.
 DR8091
 DR8091.The orthometric height was determined by differential leveling and
 DR8091.adjusted by the NATIONAL GEODETIC SURVEY
 DR8091.in September 2022.
 DR8091
 DR8091.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8091.GEOID18 height accuracy estimate available here.
 DR8091
 DR8091.Click photographs - Photos may exist for this station.
 DR8091
 DR8091.The dynamic height is computed by dividing the NAVD 88
 DR8091.geopotential number by the normal gravity value computed on the
 DR8091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR8091.degrees latitude (g = 980.6199 gals.).
 DR8091
 DR8091.The modeled gravity was interpolated from observed gravity values.
 DR8091
 DR8091;                    North         East    Units  Estimated Accuracy
 DR8091;SPC AR S     -   581,112.      453,358.      MT  (+/- 10 meters HH2 GPS)
 DR8091
 DR8091_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT4537196352(NAD 83)
 DR8091
 DR8091                          SUPERSEDED SURVEY CONTROL
 DR8091
 DR8091.No superseded survey control is available for this station.
 DR8091
 DR8091_MARKER: F = FLANGE-ENCASED ROD
 DR8091_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR8091_STAMPING: ILIE 2022
 DR8091_MARK LOGO: ARHD
 DR8091_PROJECTION: FLUSH
 DR8091_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DR8091_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR8091_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR8091+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2022
 DR8091_ROD/PIPE-DEPTH: 6.40 meters
 DR8091
 DR8091  HISTORY     - Date     Condition        Report By
 DR8091  HISTORY     - 20220124 MONUMENTED       ARHD
 DR8091
 DR8091                          STATION DESCRIPTION
 DR8091
 DR8091'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2022 (JDH)
 DR8091'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) SOUTH OF ALMYRA, 6.0 MI
 DR8091'(9.7 KM) EAST OF LODGE CORNER AND 4.7 MI (7.6 KM) WEST OF DE WITT.
 DR8091'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR8091'
 DR8091'TO REACH FROM THE INTERSECTION OF US HIGHWAY 165 AND STATE HIGHWAY 11,
 DR8091'HEAD EAST ALONG HIGHWAY 165 FOR 4.15 MI (6.68 KM) TO THE STATION ON
 DR8091'THE LEFT.
 DR8091'
 DR8091'IT IS 55 FT (16.8 M) WEST OF STROH ROAD CENTERLINE, 49 FT (14.9 M)
 DR8091'NORTH OF HIGHWAY 165 CENTERLINE, 10 FT (3.0 M) NORTHWEST OF A WITNESS
 DR8091'POST AND THE SOUTHWEST FENCE CORNER AND 8 FT (2.4 M) SOUTHWEST OF THE
 DR8091'NORTHWEST FENCE CORNER OF A MAIN GAS SHUT OFF VALVE.
 DR8091'
 DR8091'NOTE-ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH (13 CM) LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GE0859 ***********************************************************************
 GE0859  DESIGNATION -  IMBODEN
 GE0859  PID         -  GE0859
 GE0859  STATE/COUNTY-  AR/RANDOLPH
 GE0859  COUNTRY     -  US
 GE0859  USGS QUAD   -  IMBODEN (2017)
 GE0859
 GE0859                         *CURRENT SURVEY CONTROL
 GE0859  ______________________________________________________________________
 GE0859* NAD 83(1997) POSITION- 36 13 28.93569(N) 091 08 58.99065(W)   ADJUSTED
 GE0859* NAVD 88 ORTHO HEIGHT -   137.    (meters)      449.    (feet) SCALED
 GE0859  ______________________________________________________________________
 GE0859  GEOID HEIGHT    -        -28.274 (meters)                     GEOID18
 GE0859  LAPLACE CORR    -          0.83  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0859.GEOID18 height accuracy estimate available here.
 GE0859
 GE0859.Click photographs - Photos may exist for this station.
 GE0859
 GE0859.The Laplace correction was computed from DEFLEC18 derived deflections.
 GE0859
 GE0859. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA6629510459(NAD 83)
 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
 GE0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0859.See file dsdata.pdf to determine how the superseded data were derived.
 GE0859
 GE0859_MARKER: DS = TRIANGULATION STATION DISK
 GE0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0859_STAMPING: IMBODEN 1955
 GE0859_MARK LOGO: CGS
 GE0859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0859+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DM1032 ***********************************************************************
 DM1032  DESIGNATION -  INDEX
 DM1032  PID         -  DM1032
 DM1032  STATE/COUNTY-  AR/MILLER
 DM1032  COUNTRY     -  US
 DM1032  USGS QUAD   -  OGDEN (2017)
 DM1032
 DM1032                         *CURRENT SURVEY CONTROL
 DM1032  ______________________________________________________________________
 DM1032* NAD 83(1997) POSITION- 33 32 34.89877(N) 094 02 35.17202(W)   ADJUSTED
 DM1032* NAVD 88 ORTHO HEIGHT -    83.025 (meters)      272.39  (feet) ADJUSTED
 DM1032  ______________________________________________________________________
 DM1032  GEOID HEIGHT    -        -27.011 (meters)                     GEOID18
 DM1032  LAPLACE CORR    -         -0.12  (seconds)                    DEFLEC18
 DM1032  DYNAMIC HEIGHT  -         82.937 (meters)      272.10  (feet) COMP
 DM1032  MODELED GRAVITY -    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 and
 DM1032.adjusted by the NATIONAL GEODETIC SURVEY
 DM1032.in June 1991.
 DM1032
 DM1032.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1032.GEOID18 height accuracy estimate available here.
 DM1032
 DM1032.Click photographs - Photos may exist for this station.
 DM1032
 DM1032.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999121  x   0.99995500  =   0.99994621
 DM1032!SPC TXNC     -   0.99999121  x   0.99990930  =   0.99990051
 DM1032!UTM  15      -   0.99999121  x   0.99971562  =   0.99970683
 DM1032
 DM1032:                Primary Azimuth Mark                     Grid Az
 DM1032:SPC AR S     -  HOLLAND                                  207 42 26.5
 DM1032:SPC TXNC     -  HOLLAND                                  204 07 59.1
 DM1032:UTM  15      -  HOLLAND                                  207 08 25.0
 DM1032
 DM1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT0315611976(NAD 83)
 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(1993)-  33 32 34.90415(N)    094 02 35.16781(W) AD(       ) 2
 DM1032  NAD 83(1993)-  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 (11/26/84)   83.041  (m)          272.44   (f) ADJUSTED    1 1
 DM1032
 DM1032.Superseded values are not recommended for survey control.
 DM1032
 DM1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1032.See file dsdata.pdf to determine how the superseded data were derived.
 DM1032
 DM1032_MARKER: DS = TRIANGULATION STATION DISK
 DM1032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1032_STAMPING: INDEX 1951
 DM1032_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 DM1033 ***********************************************************************
 DM1033  DESIGNATION -  INDEX RM 1
 DM1033  PID         -  DM1033
 DM1033  STATE/COUNTY-  AR/MILLER
 DM1033  COUNTRY     -  US
 DM1033  USGS QUAD   -  OGDEN (2017)
 DM1033
 DM1033                         *CURRENT SURVEY CONTROL
 DM1033  ______________________________________________________________________
 DM1033* NAD 83(1986) POSITION- 33 32 35.46   (N) 094 02 34.56   (W)   HD_HELD1
 DM1033* NAVD 88 ORTHO HEIGHT -    83.194 (meters)      272.95  (feet) ADJUSTED
 DM1033  ______________________________________________________________________
 DM1033  GEOID HEIGHT    -        -27.011 (meters)                     GEOID18
 DM1033  DYNAMIC HEIGHT  -         83.106 (meters)      272.66  (feet) COMP
 DM1033  MODELED GRAVITY -    979,579.0   (mgal)                       NAVD 88
 DM1033
 DM1033  VERT ORDER      -  FIRST     CLASS I
 DM1033
 DM1033.The horizontal coordinates were determined by differentially corrected
 DM1033.hand held GPS observations or other comparable positioning techniques
 DM1033.and have an estimated accuracy of +/- 3 meters.
 DM1033
 DM1033.The orthometric height was determined by differential leveling and
 DM1033.adjusted by the NATIONAL GEODETIC SURVEY
 DM1033.in June 1991.
 DM1033
 DM1033.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1033.GEOID18 height accuracy estimate available here.
 DM1033
 DM1033.Click photographs - Photos may exist for this station.
 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     -   499,110.1     210,280.9     MT  (+/- 3 meters HH1 GPS) 
 DM1033
 DM1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT0317211993(NAD 83)
 DM1033
 DM1033                          SUPERSEDED SURVEY CONTROL
 DM1033
 DM1033  NGVD 29 (11/26/84)   83.210  (m)          273.00   (f) ADJUSTED    1 1
 DM1033
 DM1033.Superseded values are not recommended for survey control.
 DM1033
 DM1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1033.See file dsdata.pdf to determine how the superseded data were derived.
 DM1033
 DM1033_MARKER: DR = REFERENCE MARK DISK
 DM1033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1033_STAMPING: INDEX NO 1 1951
 DM1033_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 DM1031 ***********************************************************************
 DM1031  DESIGNATION -  INDEX RM 3
 DM1031  PID         -  DM1031
 DM1031  STATE/COUNTY-  AR/MILLER
 DM1031  COUNTRY     -  US
 DM1031  USGS QUAD   -  OGDEN (2017)
 DM1031
 DM1031                         *CURRENT SURVEY CONTROL
 DM1031  ______________________________________________________________________
 DM1031* NAD 83(1986) POSITION- 33 32 34.79   (N) 094 02 34.88   (W)   HD_HELD1
 DM1031* NAVD 88 ORTHO HEIGHT -    83.362 (meters)      273.50  (feet) ADJUSTED
 DM1031  ______________________________________________________________________
 DM1031  GEOID HEIGHT    -        -27.011 (meters)                     GEOID18
 DM1031  DYNAMIC HEIGHT  -         83.274 (meters)      273.21  (feet) COMP
 DM1031  MODELED GRAVITY -    979,579.0   (mgal)                       NAVD 88
 DM1031
 DM1031  VERT ORDER      -  FIRST     CLASS I
 DM1031
 DM1031.The horizontal coordinates were determined by differentially corrected
 DM1031.hand held GPS observations or other comparable positioning techniques
 DM1031.and have an estimated accuracy of +/- 3 meters.
 DM1031
 DM1031.The orthometric height was determined by differential leveling and
 DM1031.adjusted by the NATIONAL GEODETIC SURVEY
 DM1031.in June 1991.
 DM1031
 DM1031.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1031.GEOID18 height accuracy estimate available here.
 DM1031
 DM1031.Click photographs - Photos may exist for this station.
 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     -   499,089.6     210,272.2     MT  (+/- 3 meters HH1 GPS) 
 DM1031
 DM1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT0316411973(NAD 83)
 DM1031
 DM1031                          SUPERSEDED SURVEY CONTROL
 DM1031
 DM1031  NGVD 29 (11/26/84)   83.379  (m)          273.55   (f) ADJUSTED    1 1
 DM1031
 DM1031.Superseded values are not recommended for survey control.
 DM1031
 DM1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1031.See file dsdata.pdf to determine how the superseded data were derived.
 DM1031
 DM1031_MARKER: DR = REFERENCE MARK DISK
 DM1031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1031_STAMPING: INDEX 1951 NO 3 1969
 DM1031_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1863 ***********************************************************************
 FF1863  DESIGNATION -  INDIAN
 FF1863  PID         -  FF1863
 FF1863  STATE/COUNTY-  AR/WHITE
 FF1863  COUNTRY     -  US
 FF1863  USGS QUAD   -  PANGBURN (2017)
 FF1863
 FF1863                         *CURRENT SURVEY CONTROL
 FF1863  ______________________________________________________________________
 FF1863* NAD 83(1997) POSITION- 35 23 20.08663(N) 091 49 25.95038(W)   ADJUSTED
 FF1863* NAVD 88 ORTHO HEIGHT -   172.    (meters)      564.    (feet) SCALED
 FF1863  ______________________________________________________________________
 FF1863  GEOID HEIGHT    -        -27.423 (meters)                     GEOID18
 FF1863  LAPLACE CORR    -          0.73  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1863.GEOID18 height accuracy estimate available here.
 FF1863
 FF1863.Click photographs - Photos may exist for this station.
 FF1863
 FF1863.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1863
 FF1863. The following values were computed from the NAD 83(1997) position.
 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     -   0.99997730  x   0.99994171  =   0.99991901
 FF1863!UTM  15      -   0.99997730  x   0.99974060  =   0.99971790
 FF1863
 FF1863_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV0681516808(NAD 83)
 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
 FF1863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1863.See file dsdata.pdf to determine how the superseded data were derived.
 FF1863
 FF1863_MARKER: DS = TRIANGULATION STATION DISK
 FF1863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1863_STAMPING: INDIAN 1962
 FF1863_MARK LOGO: CGS
 FF1863_PROJECTION: FLUSH
 FF1863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1863+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DK1166 ***********************************************************************
 DK1166  DESIGNATION -  INDIAN BOLT
 DK1166  PID         -  DK1166
 DK1166  STATE/COUNTY-  AR/CHICOT
 DK1166  COUNTRY     -  US
 DK1166  USGS QUAD   -  EUDORA SOUTH (2017)
 DK1166
 DK1166                         *CURRENT SURVEY CONTROL
 DK1166  ______________________________________________________________________
 DK1166* NAD 83(1986) POSITION- 33 03 08.     (N) 091 17 20.     (W)   SCALED
 DK1166* NAVD 88 ORTHO HEIGHT -    39.71  (+/-2cm)      130.3   (feet) VERTCON3
 DK1166  ______________________________________________________________________
 DK1166  GEOID HEIGHT    -        -26.084 (meters)                     GEOID18
 DK1166  VERT ORDER      -  ? (See Below)
 DK1166
 DK1166.The horizontal coordinates were scaled from a 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
 DK1166.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1166.GEOID18 height accuracy estimate available here.
 DK1166
 DK1166.The vertical order pertains to the NGVD 29 superseded value.
 DK1166
 DK1166.Click photographs - Photos may exist for this station.
 DK1166
 DK1166;                    North         East    Units  Estimated Accuracy
 DK1166;SPC AR S     -   443,000.      466,420.      MT  (+/- 180 meters Scaled)
 DK1166
 DK1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS597583(NAD 83)
 DK1166
 DK1166                          SUPERSEDED SURVEY CONTROL
 DK1166
 DK1166  NGVD 29 (11/26/84)   39.815  (m)          130.63   (f) ADJUSTED       
 DK1166
 DK1166.Superseded values are not recommended for survey control.
 DK1166
 DK1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1166.See file dsdata.pdf to determine how the superseded data were derived.
 DK1166
 DK1166_MARKER: B = BOLT
 DK1166_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK1166_SP_SET: UNDERGROUND STONE
 DK1166_PROJECTION: RECESSED 91 CENTIMETERS
 DK1166_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1166
 DK1166  HISTORY     - Date     Condition        Report By
 DK1166  HISTORY     - UNK      MONUMENTED       USACE
 DK1166  HISTORY     - 1935     GOOD             CGS
 DK1166
 DK1166                          STATION DESCRIPTION
 DK1166
 DK1166'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 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 = MARCH 20, 2026 22:17:28 EDT
 DK1167 ***********************************************************************
 DK1167  DESIGNATION -  INDIAN CAP
 DK1167  PID         -  DK1167
 DK1167  STATE/COUNTY-  AR/CHICOT
 DK1167  COUNTRY     -  US
 DK1167  USGS QUAD   -  EUDORA SOUTH (2017)
 DK1167
 DK1167                         *CURRENT SURVEY CONTROL
 DK1167  ______________________________________________________________________
 DK1167* NAD 83(1986) POSITION- 33 03 10.     (N) 091 17 19.     (W)   SCALED
 DK1167* NAVD 88 ORTHO HEIGHT -    40.96  (+/-2cm)      134.4   (feet) VERTCON3
 DK1167  ______________________________________________________________________
 DK1167  GEOID HEIGHT    -        -26.084 (meters)                     GEOID18
 DK1167  VERT ORDER      -  ? (See Below)
 DK1167
 DK1167.The horizontal coordinates were scaled from a 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
 DK1167.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1167.GEOID18 height accuracy estimate available here.
 DK1167
 DK1167.The vertical order pertains to the NGVD 29 superseded value.
 DK1167
 DK1167.Click photographs - Photos may exist for this station.
 DK1167
 DK1167;                    North         East    Units  Estimated Accuracy
 DK1167;SPC AR S     -   443,060.      466,450.      MT  (+/- 180 meters Scaled)
 DK1167
 DK1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS597584(NAD 83)
 DK1167
 DK1167                          SUPERSEDED SURVEY CONTROL
 DK1167
 DK1167  NGVD 29 (11/26/84)   41.056  (m)          134.70   (f) ADJUSTED       
 DK1167
 DK1167.Superseded values are not recommended for survey control.
 DK1167
 DK1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1167.See file dsdata.pdf to determine how the superseded data were derived.
 DK1167
 DK1167_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1167_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1167_MARK LOGO: USACE
 DK1167_MAGNETIC: P = MARKER IS A STEEL PIPE
 DK1167_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1167
 DK1167  HISTORY     - Date     Condition        Report By
 DK1167  HISTORY     - UNK      MONUMENTED       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1252 ***********************************************************************
 FF1252  DESIGNATION -  INDO
 FF1252  PID         -  FF1252
 FF1252  STATE/COUNTY-  AR/WOODRUFF
 FF1252  COUNTRY     -  US
 FF1252  USGS QUAD   -  COTTON PLANT (2017)
 FF1252
 FF1252                         *CURRENT SURVEY CONTROL
 FF1252  ______________________________________________________________________
 FF1252* NAD 83(1986) POSITION- 35 00 51.     (N) 091 16 35.     (W)   SCALED
 FF1252* NAVD 88 ORTHO HEIGHT -    57.140 (meters)      187.47  (feet) ADJUSTED
 FF1252  ______________________________________________________________________
 FF1252  GEOID HEIGHT    -        -27.081 (meters)                     GEOID18
 FF1252  DYNAMIC HEIGHT  -         57.088 (meters)      187.30  (feet) COMP
 FF1252  MODELED GRAVITY -    979,719.1   (mgal)                       NAVD 88
 FF1252
 FF1252  VERT ORDER      -  SECOND    CLASS 0
 FF1252
 FF1252.The horizontal coordinates were scaled from a map and have
 FF1252.an estimated accuracy of +/- 6 seconds.
 FF1252
 FF1252.The orthometric height was determined by differential leveling and
 FF1252.adjusted by the NATIONAL GEODETIC SURVEY
 FF1252.in June 1991.
 FF1252
 FF1252.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1252.GEOID18 height accuracy estimate available here.
 FF1252
 FF1252.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU572759(NAD 83)
 FF1252
 FF1252                          SUPERSEDED SURVEY CONTROL
 FF1252
 FF1252  NGVD 29 (11/26/84)   57.119  (m)          187.40   (f) ADJUSTED    2 0
 FF1252
 FF1252.Superseded values are not recommended for survey control.
 FF1252
 FF1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1252.See file dsdata.pdf to determine how the superseded data were derived.
 FF1252
 FF1252_MARKER: DD = SURVEY DISK
 FF1252_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF1252_STAMPING: INDO 1934
 FF1252_MARK LOGO: CGS+SS
 FF1252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1282 ***********************************************************************
 EH1282  DESIGNATION -  INEZ
 EH1282  PID         -  EH1282
 EH1282  STATE/COUNTY-  AR/MONROE
 EH1282  COUNTRY     -  US
 EH1282  USGS QUAD   -  BRINKLEY (2017)
 EH1282
 EH1282                         *CURRENT SURVEY CONTROL
 EH1282  ______________________________________________________________________
 EH1282* NAD 83(1986) POSITION- 34 57 13.     (N) 091 10 42.     (W)   SCALED
 EH1282* NAVD 88 ORTHO HEIGHT -    61.575 (meters)      202.02  (feet) ADJUSTED
 EH1282  ______________________________________________________________________
 EH1282  GEOID HEIGHT    -        -26.921 (meters)                     GEOID18
 EH1282  DYNAMIC HEIGHT  -         61.519 (meters)      201.83  (feet) COMP
 EH1282  MODELED GRAVITY -    979,723.3   (mgal)                       NAVD 88
 EH1282
 EH1282  VERT ORDER      -  SECOND    CLASS 0
 EH1282
 EH1282.The horizontal coordinates were scaled from a map and have
 EH1282.an estimated accuracy of +/- 6 seconds.
 EH1282
 EH1282.The orthometric height was determined by differential leveling and
 EH1282.adjusted by the NATIONAL GEODETIC SURVEY
 EH1282.in June 1991.
 EH1282
 EH1282.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1282.GEOID18 height accuracy estimate available here.
 EH1282
 EH1282.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU663694(NAD 83)
 EH1282
 EH1282                          SUPERSEDED SURVEY CONTROL
 EH1282
 EH1282  NGVD 29 (11/26/84)   61.564  (m)          201.98   (f) ADJUSTED    2 0
 EH1282
 EH1282.Superseded values are not recommended for survey control.
 EH1282
 EH1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1282.See file dsdata.pdf to determine how the superseded data were derived.
 EH1282
 EH1282_MARKER: DD = SURVEY DISK
 EH1282_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EH1282_STAMPING: INEZ 1934
 EH1282_MARK LOGO: CGS+SS
 EH1282_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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'AT FARGO, MONROE COUNTY, IN THE N.E. 1/4, OF THE S.E. 1/4 OF SEC. 23,
 EH1282'T4N, R2W, 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 = MARCH 20, 2026 22:17:28 EDT
 DL1313 ***********************************************************************
 DL1313  DESIGNATION -  INGALLS
 DL1313  PID         -  DL1313
 DL1313  STATE/COUNTY-  AR/BRADLEY
 DL1313  COUNTRY     -  US
 DL1313  USGS QUAD   -  HERMITAGE (2017)
 DL1313
 DL1313                         *CURRENT SURVEY CONTROL
 DL1313  ______________________________________________________________________
 DL1313* NAD 83(1997) POSITION- 33 23 28.99642(N) 092 08 34.68395(W)   ADJUSTED
 DL1313* NAVD 88 ORTHO HEIGHT -    53.    (meters)      174.    (feet) SCALED
 DL1313  ______________________________________________________________________
 DL1313  GEOID HEIGHT    -        -25.985 (meters)                     GEOID18
 DL1313  LAPLACE CORR    -          1.82  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1313.GEOID18 height accuracy estimate available here.
 DL1313
 DL1313.Click photographs - Photos may exist for this station.
 DL1313
 DL1313.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1313
 DL1313. The following values were computed from the NAD 83(1997) position.
 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  =   0.99967409
 DL1313
 DL1313:                Primary Azimuth Mark                     Grid Az
 DL1313:SPC AR S     -  JERSEY                                   285 17 17.7
 DL1313:UTM  15      -  JERSEY                                   284 44 11.5
 DL1313
 DL1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS7970695005(NAD 83)
 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
 DL1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1313.See file dsdata.pdf to determine how the superseded data were derived.
 DL1313
 DL1313_MARKER: DS = TRIANGULATION STATION DISK
 DL1313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1313_STAMPING: INGALLS 1952
 DL1313_MARK LOGO: CGS
 DL1313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1313+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0834 ***********************************************************************
 GE0834  DESIGNATION -  INGRAM
 GE0834  PID         -  GE0834
 GE0834  STATE/COUNTY-  AR/RANDOLPH
 GE0834  COUNTRY     -  US
 GE0834  USGS QUAD   -  WARM SPRINGS (2017)
 GE0834
 GE0834                         *CURRENT SURVEY CONTROL
 GE0834  ______________________________________________________________________
 GE0834* NAD 83(1997) POSITION- 36 24 32.21075(N) 091 00 43.32532(W)   ADJUSTED
 GE0834* NAVD 88 ORTHO HEIGHT -   155.    (meters)      509.    (feet) SCALED
 GE0834  ______________________________________________________________________
 GE0834  GEOID HEIGHT    -        -28.597 (meters)                     GEOID18
 GE0834  LAPLACE CORR    -         -0.61  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0834.GEOID18 height accuracy estimate available here.
 GE0834
 GE0834.Click photographs - Photos may exist for this station.
 GE0834
 GE0834.The Laplace correction was computed from DEFLEC18 derived deflections.
 GE0834
 GE0834. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA7825131144(NAD 83)
 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
 GE0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0834.See file dsdata.pdf to determine how the superseded data were derived.
 GE0834
 GE0834_MARKER: DS = TRIANGULATION STATION DISK
 GE0834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0834_STAMPING: INGRAM 1955
 GE0834_MARK LOGO: CGS
 GE0834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0834+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EK0824 ***********************************************************************
 EK0824  DESIGNATION -  INK
 EK0824  PID         -  EK0824
 EK0824  STATE/COUNTY-  AR/POLK
 EK0824  COUNTRY     -  US
 EK0824  USGS QUAD   -  BOARD CAMP (2017)
 EK0824
 EK0824                         *CURRENT SURVEY CONTROL
 EK0824  ______________________________________________________________________
 EK0824* NAD 83(1997) POSITION- 34 35 12.82226(N) 094 07 27.86358(W)   ADJUSTED
 EK0824* NAVD 88 ORTHO HEIGHT -   314.    (meters)     1030.    (feet) SCALED
 EK0824  ______________________________________________________________________
 EK0824  GEOID HEIGHT    -        -29.882 (meters)                     GEOID18
 EK0824  LAPLACE CORR    -          4.24  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0824.GEOID18 height accuracy estimate available here.
 EK0824
 EK0824.Click photographs - Photos may exist for this station.
 EK0824
 EK0824.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0824
 EK0824. The following values were computed from the NAD 83(1997) position.
 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;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     -   0.99995539  x   0.99996485  =   0.99992024
 EK0824!UTM  15      -   0.99995539  x   0.99973107  =   0.99968647
 EK0824
 EK0824:                Primary Azimuth Mark                     Grid Az
 EK0824:SPC AR S     -  EAGLE MTN LOOKOUT TOWER                  187 47 22.3
 EK0824:UTM  15      -  EAGLE MTN LOOKOUT TOWER                  187 14 19.9
 EK0824
 EK0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU9688027807(NAD 83)
 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(1993)-  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
 EK0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0824.See file dsdata.pdf to determine how the superseded data were derived.
 EK0824
 EK0824_MARKER: DS = TRIANGULATION STATION DISK
 EK0824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0824_STAMPING: INK 1952
 EK0824_MARK LOGO: CGS
 EK0824_PROJECTION: RECESSED 8 CENTIMETERS
 EK0824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0824+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1280 ***********************************************************************
 EH1280  DESIGNATION -  INKS
 EH1280  PID         -  EH1280
 EH1280  STATE/COUNTY-  AR/ST FRANCIS
 EH1280  COUNTRY     -  US
 EH1280  USGS QUAD   -  WHEATLEY (2017)
 EH1280
 EH1280                         *CURRENT SURVEY CONTROL
 EH1280  ______________________________________________________________________
 EH1280* NAD 83(1986) POSITION- 34 54 57.     (N) 091 07 04.     (W)   SCALED
 EH1280* NAVD 88 ORTHO HEIGHT -    59.363 (meters)      194.76  (feet) ADJUSTED
 EH1280  ______________________________________________________________________
 EH1280  GEOID HEIGHT    -        -26.856 (meters)                     GEOID18
 EH1280  DYNAMIC HEIGHT  -         59.308 (meters)      194.58  (feet) COMP
 EH1280  MODELED GRAVITY -    979,720.8   (mgal)                       NAVD 88
 EH1280
 EH1280  VERT ORDER      -  SECOND    CLASS 0
 EH1280
 EH1280.The horizontal coordinates were scaled from a map and have
 EH1280.an estimated accuracy of +/- 6 seconds.
 EH1280
 EH1280.The orthometric height was determined by differential leveling and
 EH1280.adjusted by the NATIONAL GEODETIC SURVEY
 EH1280.in June 1991.
 EH1280
 EH1280.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1280.GEOID18 height accuracy estimate available here.
 EH1280
 EH1280.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU719653(NAD 83)
 EH1280
 EH1280                          SUPERSEDED SURVEY CONTROL
 EH1280
 EH1280  NGVD 29 (11/26/84)   59.360  (m)          194.75   (f) ADJUSTED    2 0
 EH1280
 EH1280.Superseded values are not recommended for survey control.
 EH1280
 EH1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1280.See file dsdata.pdf to determine how the superseded data were derived.
 EH1280
 EH1280_MARKER: DD = SURVEY DISK
 EH1280_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EH1280_STAMPING: INKS 1934
 EH1280_MARK LOGO: CGS+SS
 EH1280_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0258 ***********************************************************************
 EJ0258  DESIGNATION -  INN
 EJ0258  PID         -  EJ0258
 EJ0258  STATE/COUNTY-  AR/PULASKI
 EJ0258  COUNTRY     -  US
 EJ0258  USGS QUAD   -  NORTH LITTLE ROCK (2017)
 EJ0258
 EJ0258                         *CURRENT SURVEY CONTROL
 EJ0258  ______________________________________________________________________
 EJ0258* NAD 83(1986) POSITION- 34 47 14.     (N) 092 20 58.     (W)   SCALED
 EJ0258* NAVD 88 ORTHO HEIGHT -    80.546 (meters)      264.26  (feet) ADJUSTED
 EJ0258  ______________________________________________________________________
 EJ0258  GEOID HEIGHT    -        -26.802 (meters)                     GEOID18
 EJ0258  DYNAMIC HEIGHT  -         80.470 (meters)      264.01  (feet) COMP
 EJ0258  MODELED GRAVITY -    979,699.2   (mgal)                       NAVD 88
 EJ0258
 EJ0258  VERT ORDER      -  SECOND    CLASS I
 EJ0258
 EJ0258.The horizontal coordinates were scaled from a map and have
 EJ0258.an estimated accuracy of +/- 6 seconds.
 EJ0258
 EJ0258.The orthometric height was determined by differential leveling and
 EJ0258.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0258.in September 2023.
 EJ0258
 EJ0258.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0258.GEOID18 height accuracy estimate available here.
 EJ0258
 EJ0258.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU595496(NAD 83)
 EJ0258
 EJ0258                          SUPERSEDED SURVEY CONTROL
 EJ0258
 EJ0258  NAVD 88 (06/15/91)   80.554  (m)          264.28   (f) SUPERSEDED  2 0
 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
 EJ0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0258.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0258
 EJ0258_MARKER: DD = SURVEY DISK
 EJ0258_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0258_STAMPING: INN 1934
 EJ0258_MARK LOGO: CGS+SS
 EJ0258_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0258
 EJ0258  HISTORY     - Date     Condition        Report By
 EJ0258  HISTORY     - 1934     MONUMENTED       ARGS
 EJ0258  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0258  HISTORY     - 20070405 MARK NOT FOUND   USACEL
 EJ0258
 EJ0258                          STATION DESCRIPTION
 EJ0258
 EJ0258'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1934
 EJ0258'5.4 MI NORTHWEST FROM LITTLE ROCK ALONG C.R.I. AND P.RY. FROM UNION
 EJ0258'STATION, ABOUT 110 FEET NORTHEAST OF TENNANT HOUSE, ABOUT 105 FEET
 EJ0258'WEST OF TELEPHONE POLE MARKED 144+20, 35.3 FEET NORTHEAST OF
 EJ0258'CENTERLINE OF FARM ROAD, 25.9 FEET NORTH OF CENTERLINE OF CHICAGO,
 EJ0258'ROCK ISLAND AND PACIFIC R.R. AND 22.8 FEET SOUTH OF EAST END OF IRON
 EJ0258'GATE.  TABLET SET IN PRECAST CONCRETE POST.
 EJ0258
 EJ0258                          STATION RECOVERY (1984)
 EJ0258
 EJ0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EJ0258'MARK NOT FOUND.
 EJ0258
 EJ0258                          STATION RECOVERY (2007)
 EJ0258
 EJ0258'RECOVERY NOTE BY USACE LITTLE ROCK 2007 (SCC)
 EJ0258'USACE RECORDS INDICATE THAT THIS MARK WAS RESET IN 1964.  A STATE
 EJ0258'SURVEY DISK STAMPED INN 1934 RESET IS 47' SE OF THE OLD BM, THIS
 EJ0258'INFORMATION TAKEN FROM OLD RECORDS.  THE NEW ELEVATION IS POSTED AS
 EJ0258'269.211.  THEIR ARE NO KNOWN RECORDS OF THIS NEW MARK BEING BLUE
 EJ0258'BOOKED, OR ANY GUARANTEES OF ACCURACY MADE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK2871 ***********************************************************************
 DK2871  DESIGNATION -  INN RESET
 DK2871  PID         -  DK2871
 DK2871  STATE/COUNTY-  AR/PULASKI
 DK2871  COUNTRY     -  US
 DK2871  USGS QUAD   -  NORTH LITTLE ROCK (2017)
 DK2871
 DK2871                         *CURRENT SURVEY CONTROL
 DK2871  ______________________________________________________________________
 DK2871* NAD 83(1986) POSITION- 34 47 14.     (N) 092 20 57.     (W)   SCALED
 DK2871* NAVD 88 ORTHO HEIGHT -    81.960 (meters)      268.90  (feet) ADJUSTED
 DK2871  ______________________________________________________________________
 DK2871  GEOID HEIGHT    -        -26.802 (meters)                     GEOID18
 DK2871  DYNAMIC HEIGHT  -         81.883 (meters)      268.64  (feet) COMP
 DK2871  MODELED GRAVITY -    979,699.1   (mgal)                       NAVD 88
 DK2871
 DK2871  VERT ORDER      -  FIRST     CLASS II
 DK2871
 DK2871.The horizontal coordinates were scaled from a map and have
 DK2871.an estimated accuracy of +/- 6 seconds.
 DK2871
 DK2871.The orthometric height was determined by differential leveling and
 DK2871.adjusted by the NATIONAL GEODETIC SURVEY
 DK2871.in May 2008.
 DK2871
 DK2871.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK2871.GEOID18 height accuracy estimate available here.
 DK2871
 DK2871.Click photographs - Photos may exist for this station.
 DK2871
 DK2871.The dynamic height is computed by dividing the NAVD 88
 DK2871.geopotential number by the normal gravity value computed on the
 DK2871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2871.degrees latitude (g = 980.6199 gals.).
 DK2871
 DK2871.The modeled gravity was interpolated from observed gravity values.
 DK2871
 DK2871;                    North         East    Units  Estimated Accuracy
 DK2871;SPC AR S     -   635,260.      368,040.      MT  (+/- 180 meters Scaled)
 DK2871
 DK2871_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU595496(NAD 83)
 DK2871
 DK2871                          SUPERSEDED SURVEY CONTROL
 DK2871
 DK2871.No superseded survey control is available for this station.
 DK2871
 DK2871_MARKER: DD = SURVEY DISK
 DK2871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2871_STAMPING: INN RESET 1964
 DK2871_MARK LOGO: CGS+SS
 DK2871_PROJECTION: PROJECTING 4 CENTIMETERS
 DK2871_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK2871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK2871+STABILITY: SURFACE MOTION
 DK2871_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK2871+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2015
 DK2871
 DK2871  HISTORY     - Date     Condition        Report By
 DK2871  HISTORY     - 19641010 MONUMENTED       CGS
 DK2871  HISTORY     - 20070707 GOOD             ARHD
 DK2871  HISTORY     - 20120512 GOOD             ARHD
 DK2871  HISTORY     - 20151208 GOOD             CONSOL
 DK2871
 DK2871                          STATION DESCRIPTION
 DK2871
 DK2871'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2007 (JBW)
 DK2871'THE MARK IS LOCATED ABOUT 2.0 MI (3.2 KM) NORTHWEST OF LITTLE ROCK
 DK2871'ARKANSAS ON THE SOUTH SIDE OF OF ROAD AND NORTH SIDE OF RAILROAD
 DK2871'TRACKS NEAR THE MURRAY LOCK AND DAM.OWNERSHIP--ROAD RIGHT-OF-WAY.
 DK2871'
 DK2871'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 10 AND RIVERFRONT
 DK2871'DRIVE IN LITTLE ROCK GO WEST 3.6 MI (5.8 KM) ON RIVERFRONT DRIVE TO AN
 DK2871'INTERSECTION OF A WALKING PATH AND THE STATION ON THE LEFT.
 DK2871'
 DK2871'17.4 METERS NORTH OF THE NORTH RAILROAD TRACK, 7.8 METERS SOUTH OF THE
 DK2871'SOUTH EDGE OF WALK PATH, AND 3.4 METERS NORTHWEST OF AN OAK TREE.
 DK2871
 DK2871                          STATION RECOVERY (2012)
 DK2871
 DK2871'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (JDH)
 DK2871'RECOVERED AS DESCRIBED.
 DK2871
 DK2871                          STATION RECOVERY (2015)
 DK2871
 DK2871'RECOVERY NOTE BY CONSOLIDATED LAND SERVICE 2015
 DK2871'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1253 ***********************************************************************
 FF1253  DESIGNATION -  INTO
 FF1253  PID         -  FF1253
 FF1253  STATE/COUNTY-  AR/WOODRUFF
 FF1253  COUNTRY     -  US
 FF1253  USGS QUAD   -  COTTON PLANT (2017)
 FF1253
 FF1253                         *CURRENT SURVEY CONTROL
 FF1253  ______________________________________________________________________
 FF1253* NAD 83(1986) POSITION- 35 02 18.     (N) 091 18 44.     (W)   SCALED
 FF1253* NAVD 88 ORTHO HEIGHT -    58.042 (meters)      190.43  (feet) ADJUSTED
 FF1253  ______________________________________________________________________
 FF1253  GEOID HEIGHT    -        -27.148 (meters)                     GEOID18
 FF1253  DYNAMIC HEIGHT  -         57.989 (meters)      190.25  (feet) COMP
 FF1253  MODELED GRAVITY -    979,718.7   (mgal)                       NAVD 88
 FF1253
 FF1253  VERT ORDER      -  SECOND    CLASS 0
 FF1253
 FF1253.The horizontal coordinates were scaled from a map and have
 FF1253.an estimated accuracy of +/- 6 seconds.
 FF1253
 FF1253.The orthometric height was determined by differential leveling and
 FF1253.adjusted by the NATIONAL GEODETIC SURVEY
 FF1253.in June 1991.
 FF1253
 FF1253.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1253.GEOID18 height accuracy estimate available here.
 FF1253
 FF1253.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU539785(NAD 83)
 FF1253
 FF1253                          SUPERSEDED SURVEY CONTROL
 FF1253
 FF1253  NGVD 29 (11/26/84)   58.018  (m)          190.35   (f) ADJUSTED    2 0
 FF1253
 FF1253.Superseded values are not recommended for survey control.
 FF1253
 FF1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1253.See file dsdata.pdf to determine how the superseded data were derived.
 FF1253
 FF1253_MARKER: DD = SURVEY DISK
 FF1253_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF1253_STAMPING: INTO 1934
 FF1253_MARK LOGO: CGS+SS
 FF1253_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1284 ***********************************************************************
 EH1284  DESIGNATION -  IONA
 EH1284  PID         -  EH1284
 EH1284  STATE/COUNTY-  AR/MONROE
 EH1284  COUNTRY     -  US
 EH1284  USGS QUAD   -  BRINKLEY (2017)
 EH1284
 EH1284                         *CURRENT SURVEY CONTROL
 EH1284  ______________________________________________________________________
 EH1284* NAD 83(1986) POSITION- 34 57 34.     (N) 091 11 17.     (W)   SCALED
 EH1284* NAVD 88 ORTHO HEIGHT -    62.086 (meters)      203.69  (feet) ADJUSTED
 EH1284  ______________________________________________________________________
 EH1284  GEOID HEIGHT    -        -26.933 (meters)                     GEOID18
 EH1284  DYNAMIC HEIGHT  -         62.030 (meters)      203.51  (feet) COMP
 EH1284  MODELED GRAVITY -    979,723.4   (mgal)                       NAVD 88
 EH1284
 EH1284  VERT ORDER      -  SECOND    CLASS 0
 EH1284
 EH1284.The horizontal coordinates were scaled from a map and have
 EH1284.an estimated accuracy of +/- 6 seconds.
 EH1284
 EH1284.The orthometric height was determined by differential leveling and
 EH1284.adjusted by the NATIONAL GEODETIC SURVEY
 EH1284.in June 1991.
 EH1284
 EH1284.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1284.GEOID18 height accuracy estimate available here.
 EH1284
 EH1284.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU654700(NAD 83)
 EH1284
 EH1284                          SUPERSEDED SURVEY CONTROL
 EH1284
 EH1284  NGVD 29 (11/26/84)   62.074  (m)          203.65   (f) ADJUSTED    2 0
 EH1284
 EH1284.Superseded values are not recommended for survey control.
 EH1284
 EH1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1284.See file dsdata.pdf to determine how the superseded data were derived.
 EH1284
 EH1284_MARKER: DD = SURVEY DISK
 EH1284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1284_STAMPING: IONA 1934
 EH1284_MARK LOGO: CGS+SS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1287 ***********************************************************************
 EH1287  DESIGNATION -  IOWA
 EH1287  PID         -  EH1287
 EH1287  STATE/COUNTY-  AR/MONROE
 EH1287  COUNTRY     -  US
 EH1287  USGS QUAD   -  BRINKLEY (2017)
 EH1287
 EH1287                         *CURRENT SURVEY CONTROL
 EH1287  ______________________________________________________________________
 EH1287* NAD 83(1986) POSITION- 34 58 08.     (N) 091 12 12.     (W)   SCALED
 EH1287* NAVD 88 ORTHO HEIGHT -    55.526 (meters)      182.17  (feet) ADJUSTED
 EH1287  ______________________________________________________________________
 EH1287  GEOID HEIGHT    -        -26.955 (meters)                     GEOID18
 EH1287  DYNAMIC HEIGHT  -         55.475 (meters)      182.00  (feet) COMP
 EH1287  MODELED GRAVITY -    979,723.5   (mgal)                       NAVD 88
 EH1287
 EH1287  VERT ORDER      -  SECOND    CLASS 0
 EH1287
 EH1287.The horizontal coordinates were scaled from a map and have
 EH1287.an estimated accuracy of +/- 6 seconds.
 EH1287
 EH1287.The orthometric height was determined by differential leveling and
 EH1287.adjusted by the NATIONAL GEODETIC SURVEY
 EH1287.in June 1991.
 EH1287
 EH1287.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1287.GEOID18 height accuracy estimate available here.
 EH1287
 EH1287.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU640710(NAD 83)
 EH1287
 EH1287                          SUPERSEDED SURVEY CONTROL
 EH1287
 EH1287  NGVD 29 (11/26/84)   55.513  (m)          182.13   (f) ADJUSTED    2 0
 EH1287
 EH1287.Superseded values are not recommended for survey control.
 EH1287
 EH1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1287.See file dsdata.pdf to determine how the superseded data were derived.
 EH1287
 EH1287_MARKER: DD = SURVEY DISK
 EH1287_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EH1287_STAMPING: IOWA 1934
 EH1287_MARK LOGO: CGS+SS
 EH1287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1662 ***********************************************************************
 FG1662  DESIGNATION -  IRON MOUNTAIN LOOKOUT TOWER
 FG1662  PID         -  FG1662
 FG1662  STATE/COUNTY-  AR/STONE
 FG1662  COUNTRY     -  US
 FG1662  USGS QUAD   -  MOUNTAIN VIEW (2017)
 FG1662
 FG1662                         *CURRENT SURVEY CONTROL
 FG1662  ______________________________________________________________________
 FG1662* NAD 83(1997) POSITION- 35 51 35.66212(N) 092 01 00.91759(W)   ADJUSTED
 FG1662  ______________________________________________________________________
 FG1662  GEOID HEIGHT    -        -27.634 (meters)                     GEOID18
 FG1662  LAPLACE CORR    -          1.32  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1662.GEOID18 height accuracy estimate available here.
 FG1662
 FG1662.Click photographs - Photos may exist for this station.
 FG1662
 FG1662.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1662
 FG1662. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV8876068856(NAD 83)
 FG1662
 FG1662                          SUPERSEDED SURVEY CONTROL
 FG1662
 FG1662  NAD 83(1986)-  35 51 35.67366(N)    092 01 00.91664(W) AD(       ) 3
 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
 FG1662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1662.See file dsdata.pdf to determine how the superseded data were derived.
 FG1662
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1937 ***********************************************************************
 EJ1937  DESIGNATION -  IRONS
 EJ1937  PID         -  EJ1937
 EJ1937  STATE/COUNTY-  AR/MONTGOMERY
 EJ1937  COUNTRY     -  US
 EJ1937  USGS QUAD   -  FANNIE (2017)
 EJ1937
 EJ1937                         *CURRENT SURVEY CONTROL
 EJ1937  ______________________________________________________________________
 EJ1937* NAD 83(1997) POSITION- 34 41 30.37379(N) 093 24 35.08124(W)   ADJUSTED
 EJ1937* NAVD 88 ORTHO HEIGHT -   216.5   (meters)      710.    (feet) VERTCON3
 EJ1937  ______________________________________________________________________
 EJ1937  GEOID HEIGHT    -        -28.569 (meters)                     GEOID18
 EJ1937  LAPLACE CORR    -          3.70  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1937.GEOID18 height accuracy estimate available here.
 EJ1937
 EJ1937.Click photographs - Photos may exist for this station.
 EJ1937
 EJ1937.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1937
 EJ1937. The following values were computed from the NAD 83(1997) position.
 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;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     -   0.99997049  x   0.99998415  =   0.99995464
 EJ1937!UTM  15      -   0.99997049  x   0.99961736  =   0.99958787
 EJ1937
 EJ1937:                Primary Azimuth Mark                     Grid Az
 EJ1937:SPC AR S     -  HICKORY                                  185 07 49.5
 EJ1937:UTM  15      -  HICKORY                                  184 34 28.6
 EJ1937
 EJ1937_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU6247038938(NAD 83)
 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(1993)-  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
 EJ1937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1937.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1937
 EJ1937_MARKER: DS = TRIANGULATION STATION DISK
 EJ1937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1937_STAMPING: IRONS 1956
 EJ1937_MARK LOGO: CGS
 EJ1937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1937+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1661 ***********************************************************************
 FG1661  DESIGNATION -  IRONS MT
 FG1661  PID         -  FG1661
 FG1661  STATE/COUNTY-  AR/STONE
 FG1661  COUNTRY     -  US
 FG1661  USGS QUAD   -  MOUNTAIN VIEW (2017)
 FG1661
 FG1661                         *CURRENT SURVEY CONTROL
 FG1661  ______________________________________________________________________
 FG1661* NAD 83(1997) POSITION- 35 51 34.58145(N) 092 01 02.32731(W)   ADJUSTED
 FG1661* NAVD 88 ORTHO HEIGHT -   477.    (meters)     1565.    (feet) SCALED
 FG1661  ______________________________________________________________________
 FG1661  GEOID HEIGHT    -        -27.633 (meters)                     GEOID18
 FG1661  LAPLACE CORR    -          1.40  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1661.GEOID18 height accuracy estimate available here.
 FG1661
 FG1661.Click photographs - Photos may exist for this station.
 FG1661
 FG1661.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1661
 FG1661. The following values were computed from the NAD 83(1997) position.
 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     -   0.99992946  x   0.99994745  =   0.99987691
 FG1661!UTM  15      -   0.99992946  x   0.99969700  =   0.99962648
 FG1661
 FG1661:                Primary Azimuth Mark                     Grid Az
 FG1661:SPC AR N     -  BRANDENBURG MT                           349 32 32.7
 FG1661:UTM  15      -  BRANDENBURG MT                           348 57 23.9
 FG1661
 FG1661_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV8872568822(NAD 83)
 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
 FG1661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1661.See file dsdata.pdf to determine how the superseded data were derived.
 FG1661
 FG1661_MARKER: DB = BENCH MARK DISK
 FG1661_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG1661_STAMPING: IRON MT
 FG1661_MARK LOGO: USGS
 FG1661_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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     - UNK      MONUMENTED       USGS
 FG1661  HISTORY     - 1953     GOOD             CGS
 FG1661  HISTORY     - 1964     GOOD             USGS
 FG1661  HISTORY     - 20050725 GOOD             ARHD
 FG1661
 FG1661                          STATION DESCRIPTION
 FG1661
 FG1661'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 FG1661'THE STATION IS IN SECTION 11, T14N, R10W, 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 DEPARTMENT OF TRANSPORTATION 2005 (VJB)
 FG1661'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1281 ***********************************************************************
 EH1281  DESIGNATION -  ISLE
 EH1281  PID         -  EH1281
 EH1281  STATE/COUNTY-  AR/MONROE
 EH1281  COUNTRY     -  US
 EH1281  USGS QUAD   -  BRINKLEY (2017)
 EH1281
 EH1281                         *CURRENT SURVEY CONTROL
 EH1281  ______________________________________________________________________
 EH1281* NAD 83(1986) POSITION- 34 56 28.     (N) 091 09 30.     (W)   SCALED
 EH1281* NAVD 88 ORTHO HEIGHT -    59.001 (meters)      193.57  (feet) ADJUSTED
 EH1281  ______________________________________________________________________
 EH1281  GEOID HEIGHT    -        -26.897 (meters)                     GEOID18
 EH1281  DYNAMIC HEIGHT  -         58.947 (meters)      193.40  (feet) COMP
 EH1281  MODELED GRAVITY -    979,722.6   (mgal)                       NAVD 88
 EH1281
 EH1281  VERT ORDER      -  SECOND    CLASS 0
 EH1281
 EH1281.The horizontal coordinates were scaled from a map and have
 EH1281.an estimated accuracy of +/- 6 seconds.
 EH1281
 EH1281.The orthometric height was determined by differential leveling and
 EH1281.adjusted by the NATIONAL GEODETIC SURVEY
 EH1281.in June 1991.
 EH1281
 EH1281.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1281.GEOID18 height accuracy estimate available here.
 EH1281
 EH1281.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU681680(NAD 83)
 EH1281
 EH1281                          SUPERSEDED SURVEY CONTROL
 EH1281
 EH1281  NGVD 29 (11/26/84)   58.993  (m)          193.55   (f) ADJUSTED    2 0
 EH1281
 EH1281.Superseded values are not recommended for survey control.
 EH1281
 EH1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1281.See file dsdata.pdf to determine how the superseded data were derived.
 EH1281
 EH1281_MARKER: DD = SURVEY DISK
 EH1281_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EH1281_STAMPING: ISLE 1934
 EH1281_MARK LOGO: CGS+SS
 EH1281_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1302 ***********************************************************************
 DL1302  DESIGNATION -  IVAN
 DL1302  PID         -  DL1302
 DL1302  STATE/COUNTY-  AR/DALLAS
 DL1302  COUNTRY     -  US
 DL1302  USGS QUAD   -  IVAN (2017)
 DL1302
 DL1302                         *CURRENT SURVEY CONTROL
 DL1302  ______________________________________________________________________
 DL1302* NAD 83(1997) POSITION- 33 53 16.84522(N) 092 24 47.62525(W)   ADJUSTED
 DL1302* NAVD 88 ORTHO HEIGHT -    71.    (meters)      233.    (feet) SCALED
 DL1302  ______________________________________________________________________
 DL1302  GEOID HEIGHT    -        -26.078 (meters)                     GEOID18
 DL1302  LAPLACE CORR    -          0.84  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1302.GEOID18 height accuracy estimate available here.
 DL1302
 DL1302.Click photographs - Photos may exist for this station.
 DL1302
 DL1302.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1302
 DL1302. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 DL1302:SPC AR S     -  CLEVELAND                                359 42 57.1
 DL1302:UTM  15      -  CLEVELAND                                359 09 26.7
 DL1302
 DL1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT5425849894(NAD 83)
 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(1993)-  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
 DL1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1302.See file dsdata.pdf to determine how the superseded data were derived.
 DL1302
 DL1302_MARKER: DS = TRIANGULATION STATION DISK
 DL1302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1302_STAMPING: IVAN 1964
 DL1302_MARK LOGO: CGS
 DL1302_PROJECTION: FLUSH
 DL1302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1302+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1257 ***********************************************************************
 FF1257  DESIGNATION -  IZAC
 FF1257  PID         -  FF1257
 FF1257  STATE/COUNTY-  AR/WOODRUFF
 FF1257  COUNTRY     -  US
 FF1257  USGS QUAD   -  GREGORY SW (2017)
 FF1257
 FF1257                         *CURRENT SURVEY CONTROL
 FF1257  ______________________________________________________________________
 FF1257* NAD 83(1986) POSITION- 35 05 11.     (N) 091 22 58.     (W)   SCALED
 FF1257* NAVD 88 ORTHO HEIGHT -    58.376 (meters)      191.52  (feet) ADJUSTED
 FF1257  ______________________________________________________________________
 FF1257  GEOID HEIGHT    -        -27.256 (meters)                     GEOID18
 FF1257  DYNAMIC HEIGHT  -         58.322 (meters)      191.34  (feet) COMP
 FF1257  MODELED GRAVITY -    979,720.0   (mgal)                       NAVD 88
 FF1257
 FF1257  VERT ORDER      -  SECOND    CLASS 0
 FF1257
 FF1257.The horizontal coordinates were scaled from a map and have
 FF1257.an estimated accuracy of +/- 6 seconds.
 FF1257
 FF1257.The orthometric height was determined by differential leveling and
 FF1257.adjusted by the NATIONAL GEODETIC SURVEY
 FF1257.in June 1991.
 FF1257
 FF1257.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1257.GEOID18 height accuracy estimate available here.
 FF1257
 FF1257.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU474838(NAD 83)
 FF1257
 FF1257                          SUPERSEDED SURVEY CONTROL
 FF1257
 FF1257  NGVD 29 (11/26/84)   58.348  (m)          191.43   (f) ADJUSTED    2 0
 FF1257
 FF1257.Superseded values are not recommended for survey control.
 FF1257
 FF1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1257.See file dsdata.pdf to determine how the superseded data were derived.
 FF1257
 FF1257_MARKER: DD = SURVEY DISK
 FF1257_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF1257_STAMPING: IZAC 1934
 FF1257_MARK LOGO: CGS+SS
 FF1257_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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'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, T5N, R4W, 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 = MARCH 20, 2026 22:17:28 EDT
 FF1256 ***********************************************************************
 FF1256  DESIGNATION -  IZZY
 FF1256  PID         -  FF1256
 FF1256  STATE/COUNTY-  AR/WOODRUFF
 FF1256  COUNTRY     -  US
 FF1256  USGS QUAD   -  COTTON PLANT (2017)
 FF1256
 FF1256                         *CURRENT SURVEY CONTROL
 FF1256  ______________________________________________________________________
 FF1256* NAD 83(1986) POSITION- 35 04 25.     (N) 091 21 50.     (W)   SCALED
 FF1256* NAVD 88 ORTHO HEIGHT -    58.481 (meters)      191.87  (feet) ADJUSTED
 FF1256  ______________________________________________________________________
 FF1256  GEOID HEIGHT    -        -27.231 (meters)                     GEOID18
 FF1256  DYNAMIC HEIGHT  -         58.427 (meters)      191.69  (feet) COMP
 FF1256  MODELED GRAVITY -    979,719.4   (mgal)                       NAVD 88
 FF1256
 FF1256  VERT ORDER      -  SECOND    CLASS 0
 FF1256
 FF1256.The horizontal coordinates were scaled from a map and have
 FF1256.an estimated accuracy of +/- 6 seconds.
 FF1256
 FF1256.The orthometric height was determined by differential leveling and
 FF1256.adjusted by the NATIONAL GEODETIC SURVEY
 FF1256.in June 1991.
 FF1256
 FF1256.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1256.GEOID18 height accuracy estimate available here.
 FF1256
 FF1256.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU491824(NAD 83)
 FF1256
 FF1256                          SUPERSEDED SURVEY CONTROL
 FF1256
 FF1256  NGVD 29 (11/26/84)   58.454  (m)          191.78   (f) ADJUSTED    2 0
 FF1256
 FF1256.Superseded values are not recommended for survey control.
 FF1256
 FF1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1256.See file dsdata.pdf to determine how the superseded data were derived.
 FF1256
 FF1256_MARKER: DD = SURVEY DISK
 FF1256_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF1256_STAMPING: IZZY 1934
 FF1256_MARK LOGO: CGS+SS
 FF1256_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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, 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 = MARCH 20, 2026 22:17:28 EDT
 EH1527 ***********************************************************************
 EH1527  DESIGNATION -  J
 EH1527  PID         -  EH1527
 EH1527  STATE/COUNTY-  AR/LINCOLN
 EH1527  COUNTRY     -  US
 EH1527  USGS QUAD   -  CADES (2017)
 EH1527
 EH1527                         *CURRENT SURVEY CONTROL
 EH1527  ______________________________________________________________________
 EH1527* NAD 83(1986) POSITION- 34 02 16.     (N) 091 37 00.     (W)   SCALED
 EH1527* NAVD 88 ORTHO HEIGHT -    54.652 (meters)      179.30  (feet) ADJUSTED
 EH1527  ______________________________________________________________________
 EH1527  GEOID HEIGHT    -        -25.977 (meters)                     GEOID18
 EH1527  DYNAMIC HEIGHT  -         54.598 (meters)      179.13  (feet) COMP
 EH1527  MODELED GRAVITY -    979,651.3   (mgal)                       NAVD 88
 EH1527
 EH1527  VERT ORDER      -  SECOND    CLASS I
 EH1527
 EH1527.The horizontal coordinates were scaled from a map and have
 EH1527.an estimated accuracy of +/- 6 seconds.
 EH1527
 EH1527.The orthometric height was determined by differential leveling and
 EH1527.adjusted by the NATIONAL GEODETIC SURVEY
 EH1527.in September 2022.
 EH1527
 EH1527.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1527.GEOID18 height accuracy estimate available here.
 EH1527
 EH1527.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT276672(NAD 83)
 EH1527
 EH1527                          SUPERSEDED SURVEY CONTROL
 EH1527
 EH1527  NAVD 88 (06/15/91)   54.711  (m)          179.50   (f) SUPERSEDED  1 2
 EH1527  NGVD 29 (11/26/84)   54.785  (m)          179.74   (f) ADJUSTED    1 2
 EH1527
 EH1527.Superseded values are not recommended for survey control.
 EH1527
 EH1527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1527.See file dsdata.pdf to determine how the superseded data were derived.
 EH1527
 EH1527_MARKER: V = STONE MONUMENT
 EH1527_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EH1527_PROJECTION: FLUSH
 EH1527_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1527
 EH1527  HISTORY     - Date     Condition        Report By
 EH1527  HISTORY     - 1887     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 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 = MARCH 20, 2026 22:17:28 EDT
 GE0559 ***********************************************************************
 GE0559  DESIGNATION -  J 1
 GE0559  PID         -  GE0559
 GE0559  STATE/COUNTY-  AR/FULTON
 GE0559  COUNTRY     -  US
 GE0559  USGS QUAD   -  MAMMOTH SPRING (2017)
 GE0559
 GE0559                         *CURRENT SURVEY CONTROL
 GE0559  ______________________________________________________________________
 GE0559* NAD 83(1986) POSITION- 36 25 50.     (N) 091 31 06.     (W)   SCALED
 GE0559* NAVD 88 ORTHO HEIGHT -   139.859 (meters)      458.85  (feet) ADJUSTED
 GE0559  ______________________________________________________________________
 GE0559  GEOID HEIGHT    -        -28.505 (meters)                     GEOID18
 GE0559  DYNAMIC HEIGHT  -        139.742 (meters)      458.47  (feet) COMP
 GE0559  MODELED GRAVITY -    979,798.4   (mgal)                       NAVD 88
 GE0559
 GE0559  VERT ORDER      -  FIRST     CLASS II
 GE0559
 GE0559.The horizontal coordinates were scaled from a map and have
 GE0559.an estimated accuracy of +/- 6 seconds.
 GE0559
 GE0559.The orthometric height was determined by differential leveling and
 GE0559.adjusted by the NATIONAL GEODETIC SURVEY
 GE0559.in June 1991.
 GE0559
 GE0559.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0559.GEOID18 height accuracy estimate available here.
 GE0559
 GE0559.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA328327(NAD 83)
 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
 GE0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0559.See file dsdata.pdf to determine how the superseded data were derived.
 GE0559
 GE0559_MARKER: DB = BENCH MARK DISK
 GE0559_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GE0559_SP_SET: BRIDGE
 GE0559_STAMPING: J 1 1928
 GE0559_MARK LOGO: CGS
 GE0559_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE0559
 GE0559  HISTORY     - Date     Condition        Report By
 GE0559  HISTORY     - 1928     MONUMENTED       CGS
 GE0559  HISTORY     - 1934     GOOD             CGS
 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 COAST AND GEODETIC SURVEY 1934
 GE0559'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0056 ***********************************************************************
 EJ0056  DESIGNATION -  J 10
 EJ0056  PID         -  EJ0056
 EJ0056  STATE/COUNTY-  AR/PULASKI
 EJ0056  COUNTRY     -  US
 EJ0056  USGS QUAD   -  MCALMONT (2017)
 EJ0056
 EJ0056                         *CURRENT SURVEY CONTROL
 EJ0056  ______________________________________________________________________
 EJ0056* NAD 83(1986) POSITION- 34 47 52.     (N) 092 11 39.     (W)   SCALED
 EJ0056* NAVD 88 ORTHO HEIGHT -    83.862 (meters)      275.14  (feet) ADJUSTED
 EJ0056  ______________________________________________________________________
 EJ0056  GEOID HEIGHT    -        -26.769 (meters)                     GEOID18
 EJ0056  DYNAMIC HEIGHT  -         83.784 (meters)      274.88  (feet) COMP
 EJ0056  MODELED GRAVITY -    979,707.1   (mgal)                       NAVD 88
 EJ0056
 EJ0056  VERT ORDER      -  FIRST     CLASS II
 EJ0056
 EJ0056.The horizontal coordinates were scaled from a map and have
 EJ0056.an estimated accuracy of +/- 6 seconds.
 EJ0056
 EJ0056.The orthometric height was determined by differential leveling and
 EJ0056.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0056.in June 1991.
 EJ0056
 EJ0056.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0056.GEOID18 height accuracy estimate available here.
 EJ0056
 EJ0056.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU737509(NAD 83)
 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
 EJ0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0056.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0056
 EJ0056_MARKER: DB = BENCH MARK DISK
 EJ0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0056_STAMPING: J 10 1932 275.249
 EJ0056_MARK LOGO: CGS
 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             CGS
 EJ0056  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0056  HISTORY     - 198503   MARK NOT FOUND   USGS
 EJ0056
 EJ0056                          STATION DESCRIPTION
 EJ0056
 EJ0056'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG0425 ***********************************************************************
 FG0425  DESIGNATION -  J 100
 FG0425  PID         -  FG0425
 FG0425  STATE/COUNTY-  AR/PERRY
 FG0425  COUNTRY     -  US
 FG0425  USGS QUAD   -  PERRYVILLE (2017)
 FG0425
 FG0425                         *CURRENT SURVEY CONTROL
 FG0425  ______________________________________________________________________
 FG0425* NAD 83(1986) POSITION- 35 04 04.     (N) 092 47 56.     (W)   SCALED
 FG0425* NAVD 88 ORTHO HEIGHT -    96.503 (meters)      316.61  (feet) ADJUSTED
 FG0425  ______________________________________________________________________
 FG0425  GEOID HEIGHT    -        -28.524 (meters)                     GEOID18
 FG0425  DYNAMIC HEIGHT  -         96.411 (meters)      316.31  (feet) COMP
 FG0425  MODELED GRAVITY -    979,682.5   (mgal)                       NAVD 88
 FG0425
 FG0425  VERT ORDER      -  SECOND    CLASS 0
 FG0425
 FG0425.The horizontal coordinates were scaled from a map and have
 FG0425.an estimated accuracy of +/- 6 seconds.
 FG0425
 FG0425.The orthometric height was determined by differential leveling and
 FG0425.adjusted by the NATIONAL GEODETIC SURVEY
 FG0425.in June 1991.
 FG0425
 FG0425.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0425.GEOID18 height accuracy estimate available here.
 FG0425
 FG0425.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU183805(NAD 83)
 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
 FG0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0425.See file dsdata.pdf to determine how the superseded data were derived.
 FG0425
 FG0425_MARKER: DB = BENCH MARK DISK
 FG0425_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0425_STAMPING: J 100 1935
 FG0425_MARK LOGO: CGS
 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             CGS
 FG0425
 FG0425                          STATION DESCRIPTION
 FG0425
 FG0425'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG1182 ***********************************************************************
 FG1182  DESIGNATION -  J 103
 FG1182  PID         -  FG1182
 FG1182  STATE/COUNTY-  AR/PERRY
 FG1182  COUNTRY     -  US
 FG1182  USGS QUAD   -  CASA (2017)
 FG1182
 FG1182                         *CURRENT SURVEY CONTROL
 FG1182  ______________________________________________________________________
 FG1182* NAD 83(1986) POSITION- 35 00 47.     (N) 093 02 05.     (W)   SCALED
 FG1182* NAVD 88 ORTHO HEIGHT -   136.518 (meters)      447.89  (feet) ADJUSTED
 FG1182  ______________________________________________________________________
 FG1182  GEOID HEIGHT    -        -28.839 (meters)                     GEOID18
 FG1182  DYNAMIC HEIGHT  -        136.387 (meters)      447.46  (feet) COMP
 FG1182  MODELED GRAVITY -    979,670.9   (mgal)                       NAVD 88
 FG1182
 FG1182  VERT ORDER      -  SECOND    CLASS 0
 FG1182
 FG1182.The horizontal coordinates were scaled from a map and have
 FG1182.an estimated accuracy of +/- 6 seconds.
 FG1182
 FG1182.The orthometric height was determined by differential leveling and
 FG1182.adjusted by the NATIONAL GEODETIC SURVEY
 FG1182.in June 1991.
 FG1182
 FG1182.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1182.GEOID18 height accuracy estimate available here.
 FG1182
 FG1182.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU968744(NAD 83)
 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
 FG1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1182.See file dsdata.pdf to determine how the superseded data were derived.
 FG1182
 FG1182_MARKER: DB = BENCH MARK DISK
 FG1182_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG1182_STAMPING: J 103 1935
 FG1182_MARK LOGO: CGS
 FG1182_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0986 ***********************************************************************
 EJ0986  DESIGNATION -  J 104
 EJ0986  PID         -  EJ0986
 EJ0986  STATE/COUNTY-  AR/SALINE
 EJ0986  COUNTRY     -  US
 EJ0986  USGS QUAD   -  NIMROD SE (2017)
 EJ0986
 EJ0986                         *CURRENT SURVEY CONTROL
 EJ0986  ______________________________________________________________________
 EJ0986* NAD 83(1986) POSITION- 34 47 20.     (N) 093 04 25.     (W)   SCALED
 EJ0986* NAVD 88 ORTHO HEIGHT -   409.465 (meters)     1343.39  (feet) ADJUSTED
 EJ0986  ______________________________________________________________________
 EJ0986  GEOID HEIGHT    -        -28.072 (meters)                     GEOID18
 EJ0986  DYNAMIC HEIGHT  -        409.057 (meters)     1342.05  (feet) COMP
 EJ0986  MODELED GRAVITY -    979,625.2   (mgal)                       NAVD 88
 EJ0986
 EJ0986  VERT ORDER      -  SECOND    CLASS 0
 EJ0986
 EJ0986.The horizontal coordinates were scaled from a map and have
 EJ0986.an estimated accuracy of +/- 6 seconds.
 EJ0986
 EJ0986.The orthometric height was determined by differential leveling and
 EJ0986.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0986.in June 1991.
 EJ0986
 EJ0986.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0986.GEOID18 height accuracy estimate available here.
 EJ0986
 EJ0986.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU932496(NAD 83)
 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
 EJ0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0986.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0986
 EJ0986_MARKER: DB = BENCH MARK DISK
 EJ0986_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0986_STAMPING: J 104 1935
 EJ0986_MARK LOGO: CGS
 EJ0986_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0991 ***********************************************************************
 EJ0991  DESIGNATION -  J 105
 EJ0991  PID         -  EJ0991
 EJ0991  STATE/COUNTY-  AR/GARLAND
 EJ0991  COUNTRY     -  US
 EJ0991  USGS QUAD   -  NIMROD SW (2017)
 EJ0991
 EJ0991                         *CURRENT SURVEY CONTROL
 EJ0991  ______________________________________________________________________
 EJ0991* NAD 83(1986) POSITION- 34 45 51.     (N) 093 11 31.     (W)   SCALED
 EJ0991* NAVD 88 ORTHO HEIGHT -   291.395 (meters)      956.02  (feet) ADJUSTED
 EJ0991  ______________________________________________________________________
 EJ0991  GEOID HEIGHT    -        -28.249 (meters)                     GEOID18
 EJ0991  DYNAMIC HEIGHT  -        291.099 (meters)      955.05  (feet) COMP
 EJ0991  MODELED GRAVITY -    979,613.5   (mgal)                       NAVD 88
 EJ0991
 EJ0991  VERT ORDER      -  SECOND    CLASS 0
 EJ0991
 EJ0991.The horizontal coordinates were scaled from a map and have
 EJ0991.an estimated accuracy of +/- 6 seconds.
 EJ0991
 EJ0991.The orthometric height was determined by differential leveling and
 EJ0991.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0991.in June 1991.
 EJ0991
 EJ0991.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0991.GEOID18 height accuracy estimate available here.
 EJ0991
 EJ0991.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU824469(NAD 83)
 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
 EJ0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0991.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0991
 EJ0991_MARKER: DB = BENCH MARK DISK
 EJ0991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0991_STAMPING: J 105 1935
 EJ0991_MARK LOGO: CGS
 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             CGS
 EJ0991  HISTORY     - 19980425 GOOD             USPSQD
 EJ0991
 EJ0991                          STATION DESCRIPTION
 EJ0991
 EJ0991'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG0711 ***********************************************************************
 FG0711  DESIGNATION -  J 106
 FG0711  PID         -  FG0711
 FG0711  STATE/COUNTY-  AR/POPE
 FG0711  COUNTRY     -  US
 FG0711  USGS QUAD   -  LOST CORNER (2017)
 FG0711
 FG0711                         *CURRENT SURVEY CONTROL
 FG0711  ______________________________________________________________________
 FG0711* NAD 83(1986) POSITION- 35 32 00.89   (N) 092 51 02.61   (W)   HD_HELD1
 FG0711* NAVD 88 ORTHO HEIGHT -   460.642 (meters)     1511.29  (feet) ADJUSTED
 FG0711  ______________________________________________________________________
 FG0711  GEOID HEIGHT    -        -28.309 (meters)                     GEOID18
 FG0711  DYNAMIC HEIGHT  -        460.188 (meters)     1509.80  (feet) COMP
 FG0711  MODELED GRAVITY -    979,632.6   (mgal)                       NAVD 88
 FG0711
 FG0711  VERT ORDER      -  SECOND    CLASS 0
 FG0711
 FG0711.The horizontal coordinates were determined by differentially corrected
 FG0711.hand held GPS observations or other comparable positioning techniques
 FG0711.and have an estimated accuracy of +/- 3 meters.
 FG0711
 FG0711.The orthometric height was determined by differential leveling and
 FG0711.adjusted by the NATIONAL GEODETIC SURVEY
 FG0711.in June 1991.
 FG0711
 FG0711.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0711.GEOID18 height accuracy estimate available here.
 FG0711
 FG0711.Click photographs - Photos may exist for this station.
 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     -   133,490.4     322,852.2     MT  (+/- 3 meters HH1 GPS) 
 FG0711
 FG0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV1353232227(NAD 83)
 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
 FG0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0711.See file dsdata.pdf to determine how the superseded data were derived.
 FG0711
 FG0711_MARKER: DB = BENCH MARK DISK
 FG0711_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0711_STAMPING: J 106 1935
 FG0711_MARK LOGO: CGS
 FG0711_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2098 ***********************************************************************
 EH2098  DESIGNATION -  J 107
 EH2098  PID         -  EH2098
 EH2098  STATE/COUNTY-  AR/LONOKE
 EH2098  COUNTRY     -  US
 EH2098  USGS QUAD   -  LONOKE (2017)
 EH2098
 EH2098                         *CURRENT SURVEY CONTROL
 EH2098  ______________________________________________________________________
 EH2098* NAD 83(1986) POSITION- 34 47 02.52   (N) 091 54 45.25   (W)   HD_HELD1
 EH2098* NAVD 88 ORTHO HEIGHT -    71.314 (meters)      233.97  (feet) ADJUSTED
 EH2098  ______________________________________________________________________
 EH2098  GEOID HEIGHT    -        -26.790 (meters)                     GEOID18
 EH2098  DYNAMIC HEIGHT  -         71.248 (meters)      233.75  (feet) COMP
 EH2098  MODELED GRAVITY -    979,704.2   (mgal)                       NAVD 88
 EH2098
 EH2098  VERT ORDER      -  FIRST     CLASS II
 EH2098
 EH2098.The horizontal coordinates were determined by differentially corrected
 EH2098.hand held GPS observations or other comparable positioning techniques
 EH2098.and have an estimated accuracy of +/- 3 meters.
 EH2098
 EH2098.The orthometric height was determined by differential leveling and
 EH2098.adjusted by the NATIONAL GEODETIC SURVEY
 EH2098.in June 1991.
 EH2098
 EH2098.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2098.GEOID18 height accuracy estimate available here.
 EH2098
 EH2098.Click photographs - Photos may exist for this station.
 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     -   634,853.9     408,002.3     MT  (+/- 3 meters HH1 GPS) 
 EH2098
 EH2098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU9949149632(NAD 83)
 EH2098
 EH2098                          SUPERSEDED SURVEY CONTROL
 EH2098
 EH2098  NGVD 29 (11/26/84)   71.329  (m)          234.02   (f) ADJUSTED    1 2
 EH2098
 EH2098.Superseded values are not recommended for survey control.
 EH2098
 EH2098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2098.See file dsdata.pdf to determine how the superseded data were derived.
 EH2098
 EH2098_MARKER: DB = BENCH MARK DISK
 EH2098_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EH2098_SP_SET: CULVERT HEADWALL
 EH2098_STAMPING: J 107 1954
 EH2098_MARK LOGO: CGS
 EH2098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2098+STABILITY: SURFACE MOTION
 EH2098_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2098+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2019
 EH2098
 EH2098  HISTORY     - Date     Condition        Report By
 EH2098  HISTORY     - 1954     MONUMENTED       CGS
 EH2098  HISTORY     - 1967     GOOD             CGS
 EH2098  HISTORY     - 20030609 GOOD             USACE
 EH2098  HISTORY     - 20140423 GOOD             ARHD
 EH2098  HISTORY     - 20191030 GOOD             ARHD
 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.
 EH2098
 EH2098                          STATION RECOVERY (2014)
 EH2098
 EH2098'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (JDH)
 EH2098'RECOVERED IN GOOD CONDITION.
 EH2098
 EH2098                          STATION RECOVERY (2019)
 EH2098
 EH2098'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2019 (JDH)
 EH2098'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH2029 ***********************************************************************
 EH2029  DESIGNATION -  J 108 RESET
 EH2029  PID         -  EH2029
 EH2029  STATE/COUNTY-  AR/LONOKE
 EH2029  COUNTRY     -  US
 EH2029  USGS QUAD   -  CARLISLE (2017)
 EH2029
 EH2029                         *CURRENT SURVEY CONTROL
 EH2029  ______________________________________________________________________
 EH2029* NAD 83(1986) POSITION- 34 48 12.     (N) 091 43 55.     (W)   SCALED
 EH2029* NAVD 88 ORTHO HEIGHT -    72.89  (meters)      239.1   (feet) RESET
 EH2029  ______________________________________________________________________
 EH2029  GEOID HEIGHT    -        -26.920 (meters)                     GEOID18
 EH2029  VERT ORDER      -  THIRD
 EH2029
 EH2029.The horizontal coordinates were scaled from a map and have
 EH2029.an estimated accuracy of +/- 6 seconds.
 EH2029
 EH2029.The orthometric height was computed from unverified reset data.
 EH2029
 EH2029.No vertical observational check was made to the station.
 EH2029
 EH2029.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2029.GEOID18 height accuracy estimate available here.
 EH2029
 EH2029.Click photographs - Photos may exist for this station.
 EH2029
 EH2029;                    North         East    Units  Estimated Accuracy
 EH2029;SPC AR S     -   637,020.      424,530.      MT  (+/- 180 meters Scaled)
 EH2029
 EH2029_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU159519(NAD 83)
 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
 EH2029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2029.See file dsdata.pdf to determine how the superseded data were derived.
 EH2029
 EH2029_MARKER: DB = BENCH MARK DISK
 EH2029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2029_STAMPING: J 108 RESET 1963
 EH2029_MARK LOGO: CGS
 EH2029_PROJECTION: PROJECTING 10 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2212 ***********************************************************************
 EH2212  DESIGNATION -  J 109
 EH2212  PID         -  EH2212
 EH2212  STATE/COUNTY-  AR/PRAIRIE
 EH2212  COUNTRY     -  US
 EH2212  USGS QUAD   -  HAZEN (2017)
 EH2212
 EH2212                         *CURRENT SURVEY CONTROL
 EH2212  ______________________________________________________________________
 EH2212* NAD 83(1986) POSITION- 34 46 28.     (N) 091 33 09.     (W)   SCALED
 EH2212* NAVD 88 ORTHO HEIGHT -    69.983 (meters)      229.60  (feet) ADJUSTED
 EH2212  ______________________________________________________________________
 EH2212  GEOID HEIGHT    -        -26.937 (meters)                     GEOID18
 EH2212  DYNAMIC HEIGHT  -         69.917 (meters)      229.39  (feet) COMP
 EH2212  MODELED GRAVITY -    979,693.6   (mgal)                       NAVD 88
 EH2212
 EH2212  VERT ORDER      -  FIRST     CLASS II
 EH2212
 EH2212.The horizontal coordinates were scaled from a map and have
 EH2212.an estimated accuracy of +/- 6 seconds.
 EH2212
 EH2212.The orthometric height was determined by differential leveling and
 EH2212.adjusted by the NATIONAL GEODETIC SURVEY
 EH2212.in June 1991.
 EH2212
 EH2212.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2212.GEOID18 height accuracy estimate available here.
 EH2212
 EH2212.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU324489(NAD 83)
 EH2212
 EH2212                          SUPERSEDED SURVEY CONTROL
 EH2212
 EH2212  NGVD 29 (11/26/84)   69.987  (m)          229.62   (f) ADJUSTED    1 2
 EH2212
 EH2212.Superseded values are not recommended for survey control.
 EH2212
 EH2212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2212.See file dsdata.pdf to determine how the superseded data were derived.
 EH2212
 EH2212_MARKER: DB = BENCH MARK DISK
 EH2212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2212_STAMPING: J 109 1954
 EH2212_MARK LOGO: CGS
 EH2212_PROJECTION: PROJECTING 21 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0627 ***********************************************************************
 EJ0627  DESIGNATION -  J 11
 EJ0627  PID         -  EJ0627
 EJ0627  STATE/COUNTY-  AR/CLEVELAND
 EJ0627  COUNTRY     -  US
 EJ0627  USGS QUAD   -  KEDRON (2017)
 EJ0627
 EJ0627                         *CURRENT SURVEY CONTROL
 EJ0627  ______________________________________________________________________
 EJ0627* NAD 83(1986) POSITION- 34 02 40.90   (N) 092 08 26.63   (W)   HD_HELD1
 EJ0627* NAVD 88 ORTHO HEIGHT -    62.355 (meters)      204.58  (feet) ADJUSTED
 EJ0627  ______________________________________________________________________
 EJ0627  GEOID HEIGHT    -        -25.867 (meters)                     GEOID18
 EJ0627  DYNAMIC HEIGHT  -         62.293 (meters)      204.37  (feet) COMP
 EJ0627  MODELED GRAVITY -    979,647.6   (mgal)                       NAVD 88
 EJ0627
 EJ0627  VERT ORDER      -  SECOND    CLASS I
 EJ0627
 EJ0627.The horizontal coordinates were determined by differentially corrected
 EJ0627.hand held GPS observations or other comparable positioning techniques
 EJ0627.and have an estimated accuracy of +/- 3 meters.
 EJ0627
 EJ0627.The orthometric height was determined by differential leveling and
 EJ0627.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0627.in September 2023.
 EJ0627
 EJ0627.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0627.GEOID18 height accuracy estimate available here.
 EJ0627
 EJ0627.Click photographs - Photos may exist for this station.
 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     -   552,848.9     387,006.5     MT  (+/- 3 meters HH1 GPS) 
 EJ0627
 EJ0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT7931167444(NAD 83)
 EJ0627
 EJ0627                          SUPERSEDED SURVEY CONTROL
 EJ0627
 EJ0627  NAVD 88 (06/15/91)   62.354  (m)          204.57   (f) SUPERSEDED  2 0
 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
 EJ0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0627.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0627
 EJ0627_MARKER: DB = BENCH MARK DISK
 EJ0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0627_STAMPING: J 11 1932 204.862
 EJ0627_MARK LOGO: CGS
 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 DEPARTMENT OF TRANSPORTATION 2003
 EJ0627'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1975 ***********************************************************************
 EH1975  DESIGNATION -  J 110
 EH1975  PID         -  EH1975
 EH1975  STATE/COUNTY-  AR/PRAIRIE
 EH1975  COUNTRY     -  US
 EH1975  USGS QUAD   -  HICKORY PLAINS (2017)
 EH1975
 EH1975                         *CURRENT SURVEY CONTROL
 EH1975  ______________________________________________________________________
 EH1975* NAD 83(1986) POSITION- 34 53 24.     (N) 091 41 30.     (W)   SCALED
 EH1975* NAVD 88 ORTHO HEIGHT -    66.833 (meters)      219.27  (feet) ADJUSTED
 EH1975  ______________________________________________________________________
 EH1975  GEOID HEIGHT    -        -27.076 (meters)                     GEOID18
 EH1975  DYNAMIC HEIGHT  -         66.771 (meters)      219.06  (feet) COMP
 EH1975  MODELED GRAVITY -    979,703.9   (mgal)                       NAVD 88
 EH1975
 EH1975  VERT ORDER      -  FIRST     CLASS II
 EH1975
 EH1975.The horizontal coordinates were scaled from a map and have
 EH1975.an estimated accuracy of +/- 6 seconds.
 EH1975
 EH1975.The orthometric height was determined by differential leveling and
 EH1975.adjusted by the NATIONAL GEODETIC SURVEY
 EH1975.in June 1991.
 EH1975
 EH1975.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1975.GEOID18 height accuracy estimate available here.
 EH1975
 EH1975.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU195616(NAD 83)
 EH1975
 EH1975                          SUPERSEDED SURVEY CONTROL
 EH1975
 EH1975  NGVD 29 (11/26/84)   66.840  (m)          219.29   (f) ADJUSTED    1 2
 EH1975
 EH1975.Superseded values are not recommended for survey control.
 EH1975
 EH1975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1975.See file dsdata.pdf to determine how the superseded data were derived.
 EH1975
 EH1975_MARKER: DB = BENCH MARK DISK
 EH1975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1975_STAMPING: J 110 1954
 EH1975_MARK LOGO: CGS
 EH1975_PROJECTION: PROJECTING 18 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1881 ***********************************************************************
 EH1881  DESIGNATION -  J 111
 EH1881  PID         -  EH1881
 EH1881  STATE/COUNTY-  AR/LONOKE
 EH1881  COUNTRY     -  US
 EH1881  USGS QUAD   -  OAK GROVE (2017)
 EH1881
 EH1881                         *CURRENT SURVEY CONTROL
 EH1881  ______________________________________________________________________
 EH1881* NAD 83(1986) POSITION- 34 59 14.9    (N) 091 55 44.2    (W)   HD_HELD2
 EH1881* NAVD 88 ORTHO HEIGHT -    76.250 (meters)      250.16  (feet) ADJUSTED
 EH1881  ______________________________________________________________________
 EH1881  GEOID HEIGHT    -        -27.209 (meters)                     GEOID18
 EH1881  DYNAMIC HEIGHT  -         76.180 (meters)      249.93  (feet) COMP
 EH1881  MODELED GRAVITY -    979,711.8   (mgal)                       NAVD 88
 EH1881
 EH1881  VERT ORDER      -  FIRST     CLASS II
 EH1881
 EH1881.The horizontal coordinates were established by autonomous hand held GPS
 EH1881.observations and have an estimated accuracy of +/- 10 meters.
 EH1881
 EH1881.The orthometric height was determined by differential leveling and
 EH1881.adjusted by the NATIONAL GEODETIC SURVEY
 EH1881.in June 1991.
 EH1881
 EH1881.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1881.GEOID18 height accuracy estimate available here.
 EH1881
 EH1881.Click photographs - Photos may exist for this station.
 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     -   657,423.      406,488.      MT  (+/- 10 meters HH2 GPS)
 EH1881
 EH1881_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU9775272177(NAD 83)
 EH1881
 EH1881                          SUPERSEDED SURVEY CONTROL
 EH1881
 EH1881  NGVD 29 (11/26/84)   76.249  (m)          250.16   (f) ADJUSTED    1 2
 EH1881
 EH1881.Superseded values are not recommended for survey control.
 EH1881
 EH1881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1881.See file dsdata.pdf to determine how the superseded data were derived.
 EH1881
 EH1881_MARKER: DB = BENCH MARK DISK
 EH1881_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EH1881_SP_SET: CULVERT HEADWALL
 EH1881_STAMPING: J 111 1955
 EH1881_MARK LOGO: CGS
 EH1881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1881+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1613 ***********************************************************************
 EH1613  FBN         -  This is a Federal Base Network Control Station.
 EH1613  DESIGNATION -  J 112
 EH1613  PID         -  EH1613
 EH1613  STATE/COUNTY-  AR/JEFFERSON
 EH1613  COUNTRY     -  US
 EH1613  USGS QUAD   -  REYDELL (2017)
 EH1613
 EH1613                         *CURRENT SURVEY CONTROL
 EH1613  ______________________________________________________________________
 EH1613* NAD 83(2011) POSITION- 34 10 02.23275(N) 091 33 00.50630(W)   ADJUSTED
 EH1613* NAD 83(2011) ELLIP HT-    28.669 (meters)        (06/27/12)   ADJUSTED
 EH1613* NAD 83(2011) EPOCH   -  2010.00
 EH1613* NAVD 88 ORTHO HEIGHT -    54.865 (meters)      180.00  (feet) ADJUSTED
 EH1613  ______________________________________________________________________
 EH1613  GEOID HEIGHT    -        -26.116 (meters)                     GEOID18
 EH1613  NAD 83(2011) X  -   -142,911.274 (meters)                     COMP
 EH1613  NAD 83(2011) Y  - -5,280,949.812 (meters)                     COMP
 EH1613  NAD 83(2011) Z  -  3,561,831.209 (meters)                     COMP
 EH1613  LAPLACE CORR    -         -0.99  (seconds)                    DEFLEC18
 EH1613  DYNAMIC HEIGHT  -         54.811 (meters)      179.83  (feet) COMP
 EH1613  MODELED GRAVITY -    979,659.4   (mgal)                       NAVD 88
 EH1613
 EH1613  VERT ORDER      -  FIRST     CLASS II
 EH1613
 EH1613  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 EH1613  Standards:
 EH1613         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 EH1613            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 EH1613  -------------------------------------------------------------------
 EH1613  NETWORK    0.50   1.10           0.22   0.19   0.56     -0.04612157
 EH1613  -------------------------------------------------------------------
 EH1613  Click here for local accuracies and other accuracy information.
 EH1613
 EH1613.The horizontal coordinates were established by GPS observations
 EH1613.and adjusted by the National Geodetic Survey in June 2012.
 EH1613
 EH1613.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 EH1613.been affixed to the stable North American tectonic plate. See 
 EH1613.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 EH1613
 EH1613.The horizontal coordinates are valid at the epoch date displayed above
 EH1613.which is a decimal equivalence of Year/Month/Day.
 EH1613
 EH1613.The orthometric height was determined by differential leveling and
 EH1613.adjusted by the NATIONAL GEODETIC SURVEY
 EH1613.in August 1993.
 EH1613
 EH1613.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1613.GEOID18 height accuracy estimate available here.
 EH1613
 EH1613.Click photographs - Photos may exist for this station.
 EH1613
 EH1613.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH1613
 EH1613.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH1613
 EH1613.The ellipsoidal height was determined by GPS observations
 EH1613.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 EH1613
 EH1613;                    North         East     Units Scale Factor Converg.
 EH1613;SPC AR S     -   566,528.533   441,475.110   MT  0.99992115   +0 15 06.4
 EH1613;SPC AR S     - 1,858,685.70  1,448,406.26   sFT  0.99992115   +0 15 06.4
 EH1613;UTM  15      - 3,781,654.354   633,633.642   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT3363381654(NAD 83)
 EH1613
 EH1613                          SUPERSEDED SURVEY CONTROL
 EH1613
 EH1613  NAD 83(2007)-  34 10 02.23280(N)    091 33 00.50712(W) AD(2002.00) 0
 EH1613  ELLIP H (02/10/07)   28.694  (m)                       GP(2002.00)    
 EH1613  ELLIP H (07/20/01)   28.688  (m)                       GP(       ) 4 1
 EH1613  NAD 83(1997)-  34 10 02.23280(N)    091 33 00.50689(W) AD(       ) B
 EH1613  ELLIP H (09/19/97)   28.719  (m)                       GP(       ) 4 1
 EH1613  NAD 83(1986)-  34 10 02.24255(N)    091 33 00.50093(W) AD(       ) 1
 EH1613  NAVD 88 (07/20/01)   54.8    (m)  GEOID99  model used  GPS OBS        
 EH1613  NAVD 88              54.87   (m)          180.0    (f) LEVELING    3  
 EH1613  NAVD 88 (06/15/91)   54.908  (m)          180.14   (f) SUPERSEDED  1 2
 EH1613  NGVD 29              54.95   (m)          180.3    (f) LEVELING    3  
 EH1613  NGVD 29 (11/26/84)   54.947  (m)          180.27   (f) ADJUSTED    1 2
 EH1613
 EH1613.Superseded values are not recommended for survey control.
 EH1613
 EH1613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1613.See file dsdata.pdf to determine how the superseded data were derived.
 EH1613
 EH1613_MARKER: DB = BENCH MARK DISK
 EH1613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1613_STAMPING: J 112 1954
 EH1613_MARK LOGO: CGS
 EH1613_PROJECTION: FLUSH
 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 - September 22, 2015
 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  HISTORY     - 20100719 GOOD             STANTI
 EH1613  HISTORY     - 20150922 GOOD             BFENG
 EH1613  HISTORY     - 20160614 POOR             ARHD
 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.
 EH1613
 EH1613                          STATION RECOVERY (2010)
 EH1613
 EH1613'RECOVERY NOTE BY STANTEC CONSULTING INC. 2010 (JDL)
 EH1613'RECOVERED AS DESCRIBED
 EH1613
 EH1613                          STATION RECOVERY (2015)
 EH1613
 EH1613'RECOVERY NOTE BY B AND F ENGINEERING 2015 (KDW)
 EH1613'MARK IS ABOUT 1.5 FEET NORTHWEST OF A POWER POLE.
 EH1613
 EH1613                          STATION RECOVERY (2016)
 EH1613
 EH1613'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (WDA)
 EH1613'CAP IS MISSING FROM MONUMENT
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH2337 ***********************************************************************
 EH2337  DESIGNATION -  J 113
 EH2337  PID         -  EH2337
 EH2337  STATE/COUNTY-  AR/ARKANSAS
 EH2337  COUNTRY     -  US
 EH2337  USGS QUAD   -  STUTTGART NORTH (2017)
 EH2337
 EH2337                         *CURRENT SURVEY CONTROL
 EH2337  ______________________________________________________________________
 EH2337* NAD 83(1986) POSITION- 34 30 34.9    (N) 091 33 28.3    (W)   HD_HELD2
 EH2337* NAVD 88 ORTHO HEIGHT -    62.706 (meters)      205.73  (feet) ADJUSTED
 EH2337  ______________________________________________________________________
 EH2337  GEOID HEIGHT    -        -26.584 (meters)                     GEOID18
 EH2337  DYNAMIC HEIGHT  -         62.646 (meters)      205.53  (feet) COMP
 EH2337  MODELED GRAVITY -    979,679.8   (mgal)                       NAVD 88
 EH2337
 EH2337  VERT ORDER      -  FIRST     CLASS II
 EH2337
 EH2337.The horizontal coordinates were established by autonomous hand held GPS
 EH2337.observations and have an estimated accuracy of +/- 10 meters.
 EH2337
 EH2337.The orthometric height was determined by differential leveling and
 EH2337.adjusted by the NATIONAL GEODETIC SURVEY
 EH2337.in June 1991.
 EH2337
 EH2337.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2337.GEOID18 height accuracy estimate available here.
 EH2337
 EH2337.Click photographs - Photos may exist for this station.
 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     -   604,505.      440,599.      MT  (+/- 10 meters HH2 GPS)
 EH2337
 EH2337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU3238219616(NAD 83)
 EH2337
 EH2337                          SUPERSEDED SURVEY CONTROL
 EH2337
 EH2337  NGVD 29 (11/26/84)   62.734  (m)          205.82   (f) ADJUSTED    1 2
 EH2337
 EH2337.Superseded values are not recommended for survey control.
 EH2337
 EH2337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2337.See file dsdata.pdf to determine how the superseded data were derived.
 EH2337
 EH2337_MARKER: DB = BENCH MARK DISK
 EH2337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2337_STAMPING: J 113 1954
 EH2337_MARK LOGO: CGS
 EH2337_PROJECTION: PROJECTING 12 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2383 ***********************************************************************
 EH2383  DESIGNATION -  J 114
 EH2383  PID         -  EH2383
 EH2383  STATE/COUNTY-  AR/PRAIRIE
 EH2383  COUNTRY     -  US
 EH2383  USGS QUAD   -  HAZEN (2017)
 EH2383
 EH2383                         *CURRENT SURVEY CONTROL
 EH2383  ______________________________________________________________________
 EH2383* NAD 83(1986) POSITION- 34 46 34.     (N) 091 35 19.     (W)   SCALED
 EH2383* NAVD 88 ORTHO HEIGHT -    70.112 (meters)      230.03  (feet) ADJUSTED
 EH2383  ______________________________________________________________________
 EH2383  GEOID HEIGHT    -        -26.935 (meters)                     GEOID18
 EH2383  DYNAMIC HEIGHT  -         70.046 (meters)      229.81  (feet) COMP
 EH2383  MODELED GRAVITY -    979,693.3   (mgal)                       NAVD 88
 EH2383
 EH2383  VERT ORDER      -  FIRST     CLASS II
 EH2383
 EH2383.The horizontal coordinates were scaled from a map and have
 EH2383.an estimated accuracy of +/- 6 seconds.
 EH2383
 EH2383.The orthometric height was determined by differential leveling and
 EH2383.adjusted by the NATIONAL GEODETIC SURVEY
 EH2383.in June 1991.
 EH2383
 EH2383.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2383.GEOID18 height accuracy estimate available here.
 EH2383
 EH2383.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU291491(NAD 83)
 EH2383
 EH2383                          SUPERSEDED SURVEY CONTROL
 EH2383
 EH2383  NGVD 29 (11/26/84)   70.121  (m)          230.06   (f) ADJUSTED    1 2
 EH2383
 EH2383.Superseded values are not recommended for survey control.
 EH2383
 EH2383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2383.See file dsdata.pdf to determine how the superseded data were derived.
 EH2383
 EH2383_MARKER: DB = BENCH MARK DISK
 EH2383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2383_STAMPING: J 114 1954
 EH2383_MARK LOGO: CGS
 EH2383_PROJECTION: FLUSH
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1402 ***********************************************************************
 EH1402  DESIGNATION -  J 115
 EH1402  PID         -  EH1402
 EH1402  STATE/COUNTY-  AR/ARKANSAS
 EH1402  COUNTRY     -  US
 EH1402  USGS QUAD   -  ALMYRA (2017)
 EH1402
 EH1402                         *CURRENT SURVEY CONTROL
 EH1402  ______________________________________________________________________
 EH1402* NAD 83(1986) POSITION- 34 24 06.     (N) 091 25 02.     (W)   SCALED
 EH1402* NAVD 88 ORTHO HEIGHT -    62.056 (meters)      203.60  (feet) ADJUSTED
 EH1402  ______________________________________________________________________
 EH1402  GEOID HEIGHT    -        -26.512 (meters)                     GEOID18
 EH1402  DYNAMIC HEIGHT  -         61.996 (meters)      203.40  (feet) COMP
 EH1402  MODELED GRAVITY -    979,673.2   (mgal)                       NAVD 88
 EH1402
 EH1402  VERT ORDER      -  FIRST     CLASS II
 EH1402
 EH1402.The horizontal coordinates were scaled from a map and have
 EH1402.an estimated accuracy of +/- 6 seconds.
 EH1402
 EH1402.The orthometric height was determined by differential leveling and
 EH1402.adjusted by the NATIONAL GEODETIC SURVEY
 EH1402.in August 1993.
 EH1402
 EH1402.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1402.GEOID18 height accuracy estimate available here.
 EH1402
 EH1402.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU454078(NAD 83)
 EH1402
 EH1402                          SUPERSEDED SURVEY CONTROL
 EH1402
 EH1402  NAVD 88 (06/15/91)   62.109  (m)          203.77   (f) SUPERSEDED  1 2
 EH1402  NGVD 29 (11/26/84)   62.115  (m)          203.79   (f) ADJUSTED    1 2
 EH1402
 EH1402.Superseded values are not recommended for survey control.
 EH1402
 EH1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1402.See file dsdata.pdf to determine how the superseded data were derived.
 EH1402
 EH1402_MARKER: DB = BENCH MARK DISK
 EH1402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1402_STAMPING: J 115 1954
 EH1402_MARK LOGO: CGS
 EH1402_PROJECTION: PROJECTING 12 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1675 ***********************************************************************
 EH1675  DESIGNATION -  J 116
 EH1675  PID         -  EH1675
 EH1675  STATE/COUNTY-  AR/ARKANSAS
 EH1675  COUNTRY     -  US
 EH1675  USGS QUAD   -  STUTTGART SOUTH (2017)
 EH1675
 EH1675                         *CURRENT SURVEY CONTROL
 EH1675  ______________________________________________________________________
 EH1675* NAD 83(1986) POSITION- 34 28 44.     (N) 091 31 22.     (W)   SCALED
 EH1675* NAVD 88 ORTHO HEIGHT -    64.732 (meters)      212.37  (feet) ADJUSTED
 EH1675  ______________________________________________________________________
 EH1675  GEOID HEIGHT    -        -26.557 (meters)                     GEOID18
 EH1675  DYNAMIC HEIGHT  -         64.670 (meters)      212.17  (feet) COMP
 EH1675  MODELED GRAVITY -    979,679.0   (mgal)                       NAVD 88
 EH1675
 EH1675  VERT ORDER      -  FIRST     CLASS II
 EH1675
 EH1675.The horizontal coordinates were scaled from a map and have
 EH1675.an estimated accuracy of +/- 6 seconds.
 EH1675
 EH1675.The orthometric height was determined by differential leveling and
 EH1675.adjusted by the NATIONAL GEODETIC SURVEY
 EH1675.in August 1993.
 EH1675
 EH1675.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1675.GEOID18 height accuracy estimate available here.
 EH1675
 EH1675.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU356162(NAD 83)
 EH1675
 EH1675                          SUPERSEDED SURVEY CONTROL
 EH1675
 EH1675  NAVD 88 (06/15/91)   64.770  (m)          212.50   (f) SUPERSEDED  1 2
 EH1675  NGVD 29 (11/26/84)   64.773  (m)          212.51   (f) ADJUSTED    1 2
 EH1675
 EH1675.Superseded values are not recommended for survey control.
 EH1675
 EH1675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1675.See file dsdata.pdf to determine how the superseded data were derived.
 EH1675
 EH1675_MARKER: DB = BENCH MARK DISK
 EH1675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1675_STAMPING: J 116 1955
 EH1675_MARK LOGO: CGS
 EH1675_PROJECTION: FLUSH
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1503 ***********************************************************************
 EH1503  DESIGNATION -  J 117
 EH1503  PID         -  EH1503
 EH1503  STATE/COUNTY-  AR/ARKANSAS
 EH1503  COUNTRY     -  US
 EH1503  USGS QUAD   -  GILLETT (2017)
 EH1503
 EH1503                         *CURRENT SURVEY CONTROL
 EH1503  ______________________________________________________________________
 EH1503* NAD 83(1986) POSITION- 34 03 16.     (N) 091 24 17.     (W)   SCALED
 EH1503* NAVD 88 ORTHO HEIGHT -    54.658 (meters)      179.32  (feet) ADJUSTED
 EH1503  ______________________________________________________________________
 EH1503  GEOID HEIGHT    -        -26.135 (meters)                     GEOID18
 EH1503  DYNAMIC HEIGHT  -         54.604 (meters)      179.15  (feet) COMP
 EH1503  MODELED GRAVITY -    979,654.2   (mgal)                       NAVD 88
 EH1503
 EH1503  VERT ORDER      -  FIRST     CLASS II
 EH1503
 EH1503.The horizontal coordinates were scaled from a map and have
 EH1503.an estimated accuracy of +/- 6 seconds.
 EH1503
 EH1503.The orthometric height was determined by differential leveling and
 EH1503.adjusted by the NATIONAL GEODETIC SURVEY
 EH1503.in August 1993.
 EH1503
 EH1503.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1503.GEOID18 height accuracy estimate available here.
 EH1503
 EH1503.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT472693(NAD 83)
 EH1503
 EH1503                          SUPERSEDED SURVEY CONTROL
 EH1503
 EH1503  NGVD 29 (11/26/84)   54.789  (m)          179.75   (f) ADJUSTED    1 2
 EH1503
 EH1503.Superseded values are not recommended for survey control.
 EH1503
 EH1503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1503.See file dsdata.pdf to determine how the superseded data were derived.
 EH1503
 EH1503_MARKER: DB = BENCH MARK DISK
 EH1503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1503_STAMPING: J 117 1955
 EH1503_MARK LOGO: CGS
 EH1503_PROJECTION: PROJECTING 12 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 DK0855 ***********************************************************************
 DK0855  DESIGNATION -  J 118
 DK0855  PID         -  DK0855
 DK0855  STATE/COUNTY-  AR/DESHA
 DK0855  COUNTRY     -  US
 DK0855  USGS QUAD   -  WATSON (2017)
 DK0855
 DK0855                         *CURRENT SURVEY CONTROL
 DK0855  ______________________________________________________________________
 DK0855* NAD 83(1986) POSITION- 33 55 12.     (N) 091 20 07.     (W)   SCALED
 DK0855* NAVD 88 ORTHO HEIGHT -    47.894 (meters)      157.13  (feet) ADJUSTED
 DK0855  ______________________________________________________________________
 DK0855  GEOID HEIGHT    -        -26.204 (meters)                     GEOID18
 DK0855  DYNAMIC HEIGHT  -         47.847 (meters)      156.98  (feet) COMP
 DK0855  MODELED GRAVITY -    979,643.0   (mgal)                       NAVD 88
 DK0855
 DK0855  VERT ORDER      -  FIRST     CLASS II
 DK0855
 DK0855.The horizontal coordinates were scaled from a map and have
 DK0855.an estimated accuracy of +/- 6 seconds.
 DK0855
 DK0855.The orthometric height was determined by differential leveling and
 DK0855.adjusted by the NATIONAL GEODETIC SURVEY
 DK0855.in June 1991.
 DK0855
 DK0855.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK0855.GEOID18 height accuracy estimate available here.
 DK0855
 DK0855.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT538545(NAD 83)
 DK0855
 DK0855                          SUPERSEDED SURVEY CONTROL
 DK0855
 DK0855  NGVD 29 (11/26/84)   47.962  (m)          157.36   (f) ADJUSTED    1 2
 DK0855
 DK0855.Superseded values are not recommended for survey control.
 DK0855
 DK0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0855.See file dsdata.pdf to determine how the superseded data were derived.
 DK0855
 DK0855_MARKER: DB = BENCH MARK DISK
 DK0855_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DK0855_SP_SET: CULVERT HEADWALL
 DK0855_STAMPING: J 118 1955
 DK0855_MARK LOGO: CGS
 DK0855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK0855+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DL0588 ***********************************************************************
 DL0588  DESIGNATION -  J 119
 DL0588  PID         -  DL0588
 DL0588  STATE/COUNTY-  AR/COLUMBIA
 DL0588  COUNTRY     -  US
 DL0588  USGS QUAD   -  BUSSEY (2017)
 DL0588
 DL0588                         *CURRENT SURVEY CONTROL
 DL0588  ______________________________________________________________________
 DL0588* NAD 83(1986) POSITION- 33 12 42.     (N) 093 28 15.     (W)   SCALED
 DL0588* NAVD 88 ORTHO HEIGHT -    81.320 (meters)      266.80  (feet) ADJUSTED
 DL0588  ______________________________________________________________________
 DL0588  GEOID HEIGHT    -        -26.508 (meters)                     GEOID18
 DL0588  DYNAMIC HEIGHT  -         81.232 (meters)      266.51  (feet) COMP
 DL0588  MODELED GRAVITY -    979,559.4   (mgal)                       NAVD 88
 DL0588
 DL0588  VERT ORDER      -  SECOND    CLASS 0
 DL0588
 DL0588.The horizontal coordinates were scaled from a map and have
 DL0588.an estimated accuracy of +/- 6 seconds.
 DL0588
 DL0588.The orthometric height was determined by differential leveling and
 DL0588.adjusted by the NATIONAL GEODETIC SURVEY
 DL0588.in June 1991.
 DL0588
 DL0588.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0588.GEOID18 height accuracy estimate available here.
 DL0588
 DL0588.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS561748(NAD 83)
 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
 DL0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0588.See file dsdata.pdf to determine how the superseded data were derived.
 DL0588
 DL0588_MARKER: DB = BENCH MARK DISK
 DL0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0588_STAMPING: J 119 1934
 DL0588_MARK LOGO: CGS
 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             CGS
 DL0588
 DL0588                          STATION DESCRIPTION
 DL0588
 DL0588'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DL0189 ***********************************************************************
 DL0189  DESIGNATION -  J 12
 DL0189  PID         -  DL0189
 DL0189  STATE/COUNTY-  AR/ASHLEY
 DL0189  COUNTRY     -  US
 DL0189  USGS QUAD   -  MARAIS SALINE (2017)
 DL0189
 DL0189                         *CURRENT SURVEY CONTROL
 DL0189  ______________________________________________________________________
 DL0189* NAD 83(2011) POSITION- 33 08 32.46117(N) 092 02 47.60269(W)   ADJUSTED
 DL0189* NAD 83(2011) ELLIP HT-     9.342 (meters)        (06/27/12)   ADJUSTED
 DL0189* NAD 83(2011) EPOCH   -  2010.00
 DL0189* NAVD 88 ORTHO HEIGHT -    35.335 (meters)      115.93  (feet) ADJUSTED
 DL0189  ______________________________________________________________________
 DL0189  GEOID HEIGHT    -        -25.987 (meters)                     GEOID18
 DL0189  NAD 83(2011) X  -   -190,909.226 (meters)                     COMP
 DL0189  NAD 83(2011) Y  - -5,342,457.780 (meters)                     COMP
 DL0189  NAD 83(2011) Z  -  3,467,193.537 (meters)                     COMP
 DL0189  LAPLACE CORR    -          1.13  (seconds)                    DEFLEC18
 DL0189  DYNAMIC HEIGHT  -         35.298 (meters)      115.81  (feet) COMP
 DL0189  MODELED GRAVITY -    979,568.8   (mgal)                       NAVD 88
 DL0189
 DL0189  VERT ORDER      -  SECOND    CLASS 0
 DL0189
 DL0189  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL0189  Standards:
 DL0189         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL0189            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL0189  -------------------------------------------------------------------
 DL0189  NETWORK    0.93   2.10           0.37   0.39   1.07     -0.01079736
 DL0189  -------------------------------------------------------------------
 DL0189  Click here for local accuracies and other accuracy information.
 DL0189
 DL0189.The horizontal coordinates were established by GPS observations
 DL0189.and adjusted by the National Geodetic Survey in June 2012.
 DL0189
 DL0189.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL0189.been affixed to the stable North American tectonic plate. See 
 DL0189.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL0189
 DL0189.The horizontal coordinates are valid at the epoch date displayed above
 DL0189.which is a decimal equivalence of Year/Month/Day.
 DL0189
 DL0189.The orthometric height was determined by differential leveling and
 DL0189.adjusted by the NATIONAL GEODETIC SURVEY
 DL0189.in June 1991.
 DL0189
 DL0189.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0189.GEOID18 height accuracy estimate available here.
 DL0189
 DL0189.Click photographs - Photos may exist for this station.
 DL0189
 DL0189.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL0189
 DL0189.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL0189
 DL0189.The ellipsoidal height was determined by GPS observations
 DL0189.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 DL0189
 DL0189;                    North         East     Units Scale Factor Converg.
 DL0189;SPC AR S     -   452,761.633   395,655.996   MT  1.00003869   -0 01 33.8
 DL0189;SPC AR S     - 1,485,435.46  1,298,081.38   sFT  1.00003869   -0 01 33.8
 DL0189;UTM  15      - 3,667,472.631   588,925.101   MT  0.99969750   +0 31 16.7
 DL0189
 DL0189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL0189!SPC AR S     -   0.99999853  x   1.00003869  =   1.00003722
 DL0189!UTM  15      -   0.99999853  x   0.99969750  =   0.99969603
 DL0189
 DL0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS8892567472(NAD 83)
 DL0189
 DL0189                          SUPERSEDED SURVEY CONTROL
 DL0189
 DL0189  NAD 83(2007)-  33 08 32.46077(N)    092 02 47.60342(W) AD(2002.00) 0
 DL0189  ELLIP H (02/10/07)    9.358  (m)                       GP(2002.00)    
 DL0189  ELLIP H (07/20/01)    9.327  (m)                       GP(       ) 4 1
 DL0189  NAD 83(1997)-  33 08 32.46118(N)    092 02 47.60214(W) AD(       ) B
 DL0189  ELLIP H (09/19/97)    9.348  (m)                       GP(       ) 4 1
 DL0189  NAVD 88              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
 DL0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0189.See file dsdata.pdf to determine how the superseded data were derived.
 DL0189
 DL0189_MARKER: DB = BENCH MARK DISK
 DL0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0189_STAMPING: 116.141 J 12 1932
 DL0189_MARK LOGO: CGS
 DL0189_PROJECTION: PROJECTING 5 CENTIMETERS
 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 - September 07, 2022
 DL0189
 DL0189  HISTORY     - Date     Condition        Report By
 DL0189  HISTORY     - 1932     MONUMENTED       CGS
 DL0189  HISTORY     - 1962     GOOD             CGS
 DL0189  HISTORY     - 19970206 GOOD             NGS
 DL0189  HISTORY     - 20000204 GOOD             NGS
 DL0189  HISTORY     - 20050329 GOOD             ARHD
 DL0189  HISTORY     - 20220907 GOOD             ARGS
 DL0189
 DL0189                          STATION DESCRIPTION
 DL0189
 DL0189'DESCRIBED BY COAST AND 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 DEPARTMENT OF TRANSPORTATION 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.
 DL0189
 DL0189                          STATION RECOVERY (2022)
 DL0189
 DL0189'RECOVERY NOTE BY ARKANSAS GEODETIC SURVEY 2022 (CW)
 DL0189'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1409 ***********************************************************************
 FF1409  DESIGNATION -  J 12 2
 FF1409  PID         -  FF1409
 FF1409  STATE/COUNTY-  AR/WHITE
 FF1409  COUNTRY     -  US
 FF1409  USGS QUAD   -  WEST POINT (2017)
 FF1409
 FF1409                         *CURRENT SURVEY CONTROL
 FF1409  ______________________________________________________________________
 FF1409* NAD 83(1986) POSITION- 35 10 08.     (N) 091 32 04.     (W)   SCALED
 FF1409* NAVD 88 ORTHO HEIGHT -    59.63  (+/-2cm)      195.6   (feet) VERTCON3
 FF1409  ______________________________________________________________________
 FF1409  GEOID HEIGHT    -        -27.368 (meters)                     GEOID18
 FF1409  VERT ORDER      -  ? (See Below)
 FF1409
 FF1409.The horizontal coordinates were scaled from a 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
 FF1409.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1409.GEOID18 height accuracy estimate available here.
 FF1409
 FF1409.The vertical order pertains to the NGVD 29 superseded value.
 FF1409
 FF1409.Click photographs - Photos may exist for this station.
 FF1409
 FF1409;                    North         East    Units  Estimated Accuracy
 FF1409;SPC AR N     -    92,800.      442,410.      MT  (+/- 180 meters Scaled)
 FF1409
 FF1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU334927(NAD 83)
 FF1409
 FF1409                          SUPERSEDED SURVEY CONTROL
 FF1409
 FF1409  NGVD 29 (11/26/84)   59.592  (m)          195.51   (f) ADJUSTED       
 FF1409
 FF1409.Superseded values are not recommended for survey control.
 FF1409
 FF1409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1409.See file dsdata.pdf to determine how the superseded data were derived.
 FF1409
 FF1409_MARKER: DD = SURVEY DISK
 FF1409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1409_STAMPING: J 12-2 1934
 FF1409_MARK LOGO: USACE
 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       USACE
 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'ABOUT 5.3 MILES SOUTHEAST ALONG THE MISSOURI AND NORTH ARKANSAS
 FF1409'RAILWAY FROM THE STATION AT WEST POINT, WHITE COUNTY, ABOUT 85 FEET
 FF1409'EAST OF THE EAST ABUTMENT OF TRESTLE 286.3, 63 FEET SOUTH OF THE
 FF1409'CENTER OF THE CROSSING OF THE WEST POINT-GEORGETOWN ROAD, 22 FEET
 FF1409'SOUTHEAST OF STATE SURVEY BENCH MARK JIGG 1934, DESCRIBED BELOW, 12
 FF1409'FEET NORTH OF THE NORTH EDGE OF A BORROW PIT, 12 FEET SOUTH OF THE
 FF1409'CENTERLINE OF THE TRACK, AND ABOUT 2 FEET LOWER THAN THE TRACK.  A
 FF1409'CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK STAMPED J 12-2 1934 AND
 FF1409'SET IN THE TOP OF A 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 = MARCH 20, 2026 22:17:28 EDT
 DL0632 ***********************************************************************
 DL0632  DESIGNATION -  J 120
 DL0632  PID         -  DL0632
 DL0632  STATE/COUNTY-  AR/COLUMBIA
 DL0632  COUNTRY     -  US
 DL0632  USGS QUAD   -  MAGNOLIA (2017)
 DL0632
 DL0632                         *CURRENT SURVEY CONTROL
 DL0632  ______________________________________________________________________
 DL0632* NAD 83(1986) POSITION- 33 16 07.0    (N) 093 14 42.9    (W)   HD_HELD2
 DL0632* NAVD 88 ORTHO HEIGHT -    95.415 (meters)      313.04  (feet) ADJUSTED
 DL0632  ______________________________________________________________________
 DL0632  GEOID HEIGHT    -        -26.439 (meters)                     GEOID18
 DL0632  DYNAMIC HEIGHT  -         95.312 (meters)      312.70  (feet) COMP
 DL0632  MODELED GRAVITY -    979,561.8   (mgal)                       NAVD 88
 DL0632
 DL0632  VERT ORDER      -  SECOND    CLASS 0
 DL0632
 DL0632.The horizontal coordinates were established by autonomous hand held GPS
 DL0632.observations and have an estimated accuracy of +/- 10 meters.
 DL0632
 DL0632.The orthometric height was determined by differential leveling and
 DL0632.adjusted by the NATIONAL GEODETIC SURVEY
 DL0632.in June 1991.
 DL0632
 DL0632.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0632.GEOID18 height accuracy estimate available here.
 DL0632
 DL0632.Click photographs - Photos may exist for this station.
 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     -   467,470.      283,983.      MT  (+/- 10 meters HH2 GPS)
 DL0632
 DL0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS7715981092(NAD 83)
 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
 DL0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0632.See file dsdata.pdf to determine how the superseded data were derived.
 DL0632
 DL0632_MARKER: DB = BENCH MARK DISK
 DL0632_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL0632_SP_SET: WATER TANK FOOTING
 DL0632_STAMPING: J 120 1934
 DL0632_MARK LOGO: CGS
 DL0632_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0632
 DL0632  HISTORY     - Date     Condition        Report By
 DL0632  HISTORY     - 1934     MONUMENTED       CGS
 DL0632  HISTORY     - 1960     GOOD             CGS
 DL0632  HISTORY     - 20110921 MARK NOT FOUND   ARHD
 DL0632
 DL0632                          STATION DESCRIPTION
 DL0632
 DL0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 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.
 DL0632
 DL0632                          STATION RECOVERY (2011)
 DL0632
 DL0632'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (KWS)
 DL0632'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0264 ***********************************************************************
 DL0264  DESIGNATION -  J 121 RESET
 DL0264  PID         -  DL0264
 DL0264  STATE/COUNTY-  AR/UNION
 DL0264  COUNTRY     -  US
 DL0264  USGS QUAD   -  MARYSVILLE (2017)
 DL0264
 DL0264                         *CURRENT SURVEY CONTROL
 DL0264  ______________________________________________________________________
 DL0264* NAD 83(1986) POSITION- 33 13 44.96   (N) 092 57 43.94   (W)   HD_HELD1
 DL0264* NAVD 88 ORTHO HEIGHT -    88.53  (meters)      290.5   (feet) RESET
 DL0264  ______________________________________________________________________
 DL0264  GEOID HEIGHT    -        -26.306 (meters)                     GEOID18
 DL0264  VERT ORDER      -  THIRD
 DL0264
 DL0264.The horizontal coordinates were determined by differentially corrected
 DL0264.hand held GPS observations or other comparable positioning techniques
 DL0264.and have an estimated accuracy of +/- 3 meters.
 DL0264
 DL0264.The orthometric height was computed from unverified reset data.
 DL0264
 DL0264.No vertical observational check was made to the station.
 DL0264
 DL0264.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0264.GEOID18 height accuracy estimate available here.
 DL0264
 DL0264.Click photographs - Photos may exist for this station.
 DL0264
 DL0264;                    North         East    Units  Estimated Accuracy
 DL0264;SPC AR S     -   462,809.8     310,311.8     MT  (+/- 3 meters HH1 GPS) 
 DL0264
 DL0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS0352176692(NAD 83)
 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
 DL0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0264.See file dsdata.pdf to determine how the superseded data were derived.
 DL0264
 DL0264_MARKER: DB = BENCH MARK DISK
 DL0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0264_STAMPING: J 121 1934 RESET 1955
 DL0264_MARK LOGO: CGS
 DL0264_PROJECTION: PROJECTING 9 CENTIMETERS
 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   CGS
 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 COAST AND GEODETIC SURVEY 1964
 DL0264'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0191 ***********************************************************************
 DL0191  DESIGNATION -  J 122
 DL0191  PID         -  DL0191
 DL0191  STATE/COUNTY-  AR/UNION
 DL0191  COUNTRY     -  US
 DL0191  USGS QUAD   -  HUTTIG (2017)
 DL0191
 DL0191                         *CURRENT SURVEY CONTROL
 DL0191  ______________________________________________________________________
 DL0191* NAD 83(1986) POSITION- 33 00 46.     (N) 092 10 54.     (W)   SCALED
 DL0191* NAVD 88 ORTHO HEIGHT -    34.75  (+/-2cm)      114.0   (feet) VERTCON3
 DL0191  ______________________________________________________________________
 DL0191  GEOID HEIGHT    -        -26.085 (meters)                     GEOID18
 DL0191  VERT ORDER      -  SECOND    CLASS 0 (See Below)
 DL0191
 DL0191.The horizontal coordinates were scaled from a 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
 DL0191.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0191.GEOID18 height accuracy estimate available here.
 DL0191
 DL0191.The vertical order pertains to the NGVD 29 superseded value.
 DL0191
 DL0191.Click photographs - Photos may exist for this station.
 DL0191
 DL0191;                    North         East    Units  Estimated Accuracy
 DL0191;SPC AR S     -   438,410.      383,020.      MT  (+/- 180 meters Scaled)
 DL0191
 DL0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS764530(NAD 83)
 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
 DL0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0191.See file dsdata.pdf to determine how the superseded data were derived.
 DL0191
 DL0191_MARKER: DB = BENCH MARK DISK
 DL0191_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DL0191_STAMPING: J 122 1934
 DL0191_MARK LOGO: CGS
 DL0191_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1565 ***********************************************************************
 EH1565  DESIGNATION -  J 124
 EH1565  PID         -  EH1565
 EH1565  STATE/COUNTY-  AR/JEFFERSON
 EH1565  COUNTRY     -  US
 EH1565  USGS QUAD   -  LADD (2017)
 EH1565
 EH1565                         *CURRENT SURVEY CONTROL
 EH1565  ______________________________________________________________________
 EH1565* NAD 83(1986) POSITION- 34 10 59.     (N) 091 55 16.     (W)   SCALED
 EH1565* NAVD 88 ORTHO HEIGHT -    59.979 (meters)      196.78  (feet) ADJUSTED
 EH1565  ______________________________________________________________________
 EH1565  GEOID HEIGHT    -        -25.951 (meters)                     GEOID18
 EH1565  DYNAMIC HEIGHT  -         59.921 (meters)      196.59  (feet) COMP
 EH1565  MODELED GRAVITY -    979,666.4   (mgal)                       NAVD 88
 EH1565
 EH1565  VERT ORDER      -  SECOND    CLASS I
 EH1565
 EH1565.The horizontal coordinates were scaled from a map and have
 EH1565.an estimated accuracy of +/- 6 seconds.
 EH1565
 EH1565.The orthometric height was determined by differential leveling and
 EH1565.adjusted by the NATIONAL GEODETIC SURVEY
 EH1565.in September 2023.
 EH1565
 EH1565.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1565.GEOID18 height accuracy estimate available here.
 EH1565
 EH1565.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT994829(NAD 83)
 EH1565
 EH1565                          SUPERSEDED SURVEY CONTROL
 EH1565
 EH1565  NAVD 88 (06/15/91)   60.083  (m)          197.12   (f) SUPERSEDED  2 0
 EH1565  NGVD 29 (11/26/84)   60.170  (m)          197.41   (f) ADJUSTED    2 0
 EH1565
 EH1565.Superseded values are not recommended for survey control.
 EH1565
 EH1565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1565.See file dsdata.pdf to determine how the superseded data were derived.
 EH1565
 EH1565_MARKER: DB = BENCH MARK DISK
 EH1565_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EH1565_SP_SET: CULVERT HEADWALL
 EH1565_STAMPING: J 124 1957
 EH1565_MARK LOGO: CGS
 EH1565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1565+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0690 ***********************************************************************
 FG0690  DESIGNATION -  J 125
 FG0690  PID         -  FG0690
 FG0690  STATE/COUNTY-  AR/VAN BUREN
 FG0690  COUNTRY     -  US
 FG0690  USGS QUAD   -  ALREAD (2017)
 FG0690
 FG0690                         *CURRENT SURVEY CONTROL
 FG0690  ______________________________________________________________________
 FG0690* NAD 83(1986) POSITION- 35 38 00.2    (N) 092 40 50.8    (W)   HD_HELD2
 FG0690* NAVD 88 ORTHO HEIGHT -   511.138 (meters)     1676.96  (feet) ADJUSTED
 FG0690  ______________________________________________________________________
 FG0690  GEOID HEIGHT    -        -28.002 (meters)                     GEOID18
 FG0690  DYNAMIC HEIGHT  -        510.645 (meters)     1675.34  (feet) COMP
 FG0690  MODELED GRAVITY -    979,651.4   (mgal)                       NAVD 88
 FG0690
 FG0690  VERT ORDER      -  SECOND    CLASS I
 FG0690
 FG0690.The horizontal coordinates were established by autonomous hand held GPS
 FG0690.observations and have an estimated accuracy of +/- 10 meters.
 FG0690
 FG0690.The orthometric height was determined by differential leveling and
 FG0690.adjusted by the NATIONAL GEODETIC SURVEY
 FG0690.in June 1991.
 FG0690
 FG0690.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0690.GEOID18 height accuracy estimate available here.
 FG0690
 FG0690.Click photographs - Photos may exist for this station.
 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     -   144,443.      338,340.      MT  (+/- 10 meters HH2 GPS)
 FG0690
 FG0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV2890343334(NAD 83)
 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
 FG0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0690.See file dsdata.pdf to determine how the superseded data were derived.
 FG0690
 FG0690_MARKER: DB = BENCH MARK DISK
 FG0690_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FG0690_SP_SET: BUILDING
 FG0690_STAMPING: J 125 1935
 FG0690_MARK LOGO: CGS
 FG0690_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG0690_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FG0690+SATELLITE: SATELLITE OBSERVATIONS - December 21, 2015
 FG0690
 FG0690  HISTORY     - Date     Condition        Report By
 FG0690  HISTORY     - 1935     MONUMENTED       CGS
 FG0690  HISTORY     - 1939     GOOD             CGS
 FG0690  HISTORY     - 20090112 GOOD             NGS
 FG0690  HISTORY     - 20151221 GOOD             ARHD
 FG0690
 FG0690                          STATION DESCRIPTION
 FG0690
 FG0690'DESCRIBED BY COAST AND 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.
 FG0690
 FG0690                          STATION RECOVERY (2009)
 FG0690
 FG0690'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2009 (JBW)
 FG0690'RECOVERED IN GOOD CONDITION.
 FG0690
 FG0690                          STATION RECOVERY (2015)
 FG0690
 FG0690'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 FG0690'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0952 ***********************************************************************
 FG0952  DESIGNATION -  J 126
 FG0952  PID         -  FG0952
 FG0952  STATE/COUNTY-  AR/JOHNSON
 FG0952  COUNTRY     -  US
 FG0952  USGS QUAD   -  FORT DOUGLAS (2017)
 FG0952
 FG0952                         *CURRENT SURVEY CONTROL
 FG0952  ______________________________________________________________________
 FG0952* NAD 83(1986) POSITION- 35 41 26.70   (N) 093 10 16.08   (W)   HD_HELD1
 FG0952* NAVD 88 ORTHO HEIGHT -   543.584 (meters)     1783.41  (feet) ADJUSTED
 FG0952  ______________________________________________________________________
 FG0952  GEOID HEIGHT    -        -28.233 (meters)                     GEOID18
 FG0952  DYNAMIC HEIGHT  -        543.059 (meters)     1781.69  (feet) COMP
 FG0952  MODELED GRAVITY -    979,650.2   (mgal)                       NAVD 88
 FG0952
 FG0952  VERT ORDER      -  SECOND    CLASS 0
 FG0952
 FG0952.The horizontal coordinates were determined by differentially corrected
 FG0952.hand held GPS observations or other comparable positioning techniques
 FG0952.and have an estimated accuracy of +/- 3 meters.
 FG0952
 FG0952.The orthometric height was determined by differential leveling and
 FG0952.adjusted by the NATIONAL GEODETIC SURVEY
 FG0952.in June 1991.
 FG0952
 FG0952.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0952.GEOID18 height accuracy estimate available here.
 FG0952
 FG0952.Click photographs - Photos may exist for this station.
 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     -   151,224.6     294,004.7     MT  (+/- 3 meters HH1 GPS) 
 FG0952
 FG0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV8451649662(NAD 83)
 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
 FG0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0952.See file dsdata.pdf to determine how the superseded data were derived.
 FG0952
 FG0952_MARKER: DB = BENCH MARK DISK
 FG0952_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0952_STAMPING: J 126 1935
 FG0952_MARK LOGO: CGS
 FG0952_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0871 ***********************************************************************
 FG0871  DESIGNATION -  J 128
 FG0871  PID         -  FG0871
 FG0871  STATE/COUNTY-  AR/JOHNSON
 FG0871  COUNTRY     -  US
 FG0871  USGS QUAD   -  ROSETTA (2017)
 FG0871
 FG0871                         *CURRENT SURVEY CONTROL
 FG0871  ______________________________________________________________________
 FG0871* NAD 83(1986) POSITION- 35 40 51.     (N) 093 15 04.     (W)   SCALED
 FG0871* NAVD 88 ORTHO HEIGHT -   236.668 (meters)      776.47  (feet) ADJUSTED
 FG0871  ______________________________________________________________________
 FG0871  GEOID HEIGHT    -        -28.318 (meters)                     GEOID18
 FG0871  DYNAMIC HEIGHT  -        236.447 (meters)      775.74  (feet) COMP
 FG0871  MODELED GRAVITY -    979,696.1   (mgal)                       NAVD 88
 FG0871
 FG0871  VERT ORDER      -  SECOND    CLASS 0
 FG0871
 FG0871.The horizontal coordinates were scaled from a map and have
 FG0871.an estimated accuracy of +/- 6 seconds.
 FG0871
 FG0871.The orthometric height was determined by differential leveling and
 FG0871.adjusted by the NATIONAL GEODETIC SURVEY
 FG0871.in June 1991.
 FG0871
 FG0871.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0871.GEOID18 height accuracy estimate available here.
 FG0871
 FG0871.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV772485(NAD 83)
 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
 FG0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0871.See file dsdata.pdf to determine how the superseded data were derived.
 FG0871
 FG0871_MARKER: DB = BENCH MARK DISK
 FG0871_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0871_STAMPING: J 128 1935
 FG0871_MARK LOGO: CGS
 FG0871_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 DK0989 ***********************************************************************
 DK0989  DESIGNATION -  J 13
 DK0989  PID         -  DK0989
 DK0989  STATE/COUNTY-  AR/CHICOT
 DK0989  COUNTRY     -  US
 DK0989  USGS QUAD   -  MCGEHEE SOUTH (2017)
 DK0989
 DK0989                         *CURRENT SURVEY CONTROL
 DK0989  ______________________________________________________________________
 DK0989* NAD 83(1986) POSITION- 33 31 40.     (N) 091 26 03.     (W)   SCALED
 DK0989* NAVD 88 ORTHO HEIGHT -    44.028 (meters)      144.45  (feet) ADJUSTED
 DK0989  ______________________________________________________________________
 DK0989  GEOID HEIGHT    -        -26.115 (meters)                     GEOID18
 DK0989  DYNAMIC HEIGHT  -         43.982 (meters)      144.30  (feet) COMP
 DK0989  MODELED GRAVITY -    979,601.0   (mgal)                       NAVD 88
 DK0989
 DK0989  VERT ORDER      -  FIRST     CLASS II
 DK0989
 DK0989.The horizontal coordinates were scaled from a map and have
 DK0989.an estimated accuracy of +/- 6 seconds.
 DK0989
 DK0989.The orthometric height was determined by differential leveling and
 DK0989.adjusted by the NATIONAL GEODETIC SURVEY
 DK0989.in June 1991.
 DK0989
 DK0989.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK0989.GEOID18 height accuracy estimate available here.
 DK0989
 DK0989.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT454108(NAD 83)
 DK0989
 DK0989                          SUPERSEDED SURVEY CONTROL
 DK0989
 DK0989  NGVD 29 (11/26/84)   44.143  (m)          144.83   (f) ADJUSTED    1 2
 DK0989
 DK0989.Superseded values are not recommended for survey control.
 DK0989
 DK0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0989.See file dsdata.pdf to determine how the superseded data were derived.
 DK0989
 DK0989_MARKER: DB = BENCH MARK DISK
 DK0989_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DK0989_SP_SET: BUILDING
 DK0989_STAMPING: J 13 1932
 DK0989_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1931 ***********************************************************************
 EH1931  DESIGNATION -  J 13 116
 EH1931  PID         -  EH1931
 EH1931  STATE/COUNTY-  AR/PRAIRIE
 EH1931  COUNTRY     -  US
 EH1931  USGS QUAD   -  DES ARC WEST (2017)
 EH1931
 EH1931                         *CURRENT SURVEY CONTROL
 EH1931  ______________________________________________________________________
 EH1931* NAD 83(1986) POSITION- 34 58 37.     (N) 091 33 48.     (W)   SCALED
 EH1931* NAVD 88 ORTHO HEIGHT -    64.54  (+/-2cm)      211.7   (feet) VERTCON3
 EH1931  ______________________________________________________________________
 EH1931  GEOID HEIGHT    -        -27.200 (meters)                     GEOID18
 EH1931  VERT ORDER      -  ? (See Below)
 EH1931
 EH1931.The horizontal coordinates were scaled from a 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
 EH1931.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1931.GEOID18 height accuracy estimate available here.
 EH1931
 EH1931.The vertical order pertains to the NGVD 29 superseded value.
 EH1931
 EH1931.Click photographs - Photos may exist for this station.
 EH1931
 EH1931;                    North         East    Units  Estimated Accuracy
 EH1931;SPC AR S     -   656,340.      439,880.      MT  (+/- 180 meters Scaled)
 EH1931
 EH1931_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU311714(NAD 83)
 EH1931
 EH1931                          SUPERSEDED SURVEY CONTROL
 EH1931
 EH1931  NGVD 29 (11/26/84)   64.542  (m)          211.75   (f) ADJUSTED       
 EH1931
 EH1931.Superseded values are not recommended for survey control.
 EH1931
 EH1931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1931.See file dsdata.pdf to determine how the superseded data were derived.
 EH1931
 EH1931_MARKER: DD = SURVEY DISK
 EH1931_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EH1931_SP_SET: CULVERT HEADWALL
 EH1931_STAMPING: J-13-116
 EH1931_MARK LOGO: USACE
 EH1931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1931+STABILITY: SURFACE MOTION
 EH1931
 EH1931  HISTORY     - Date     Condition        Report By
 EH1931  HISTORY     - UNK      MONUMENTED       USACE
 EH1931  HISTORY     - 1954     MARK NOT FOUND   CGS
 EH1931
 EH1931                          STATION DESCRIPTION
 EH1931
 EH1931'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2002 ***********************************************************************
 EH2002  DESIGNATION -  J 13 78
 EH2002  PID         -  EH2002
 EH2002  STATE/COUNTY-  AR/PRAIRIE
 EH2002  COUNTRY     -  US
 EH2002  USGS QUAD   -  HAZEN (2017)
 EH2002
 EH2002                         *CURRENT SURVEY CONTROL
 EH2002  ______________________________________________________________________
 EH2002* NAD 83(1986) POSITION- 34 50 50.2    (N) 091 33 57.0    (W)   HD_HELD2
 EH2002* NAVD 88 ORTHO HEIGHT -    65.131 (meters)      213.68  (feet) ADJUSTED
 EH2002  ______________________________________________________________________
 EH2002  GEOID HEIGHT    -        -27.032 (meters)                     GEOID18
 EH2002  DYNAMIC HEIGHT  -         65.070 (meters)      213.48  (feet) COMP
 EH2002  MODELED GRAVITY -    979,699.8   (mgal)                       NAVD 88
 EH2002
 EH2002  VERT ORDER      -  FIRST     CLASS II
 EH2002
 EH2002.The horizontal coordinates were established by autonomous hand held GPS
 EH2002.observations and have an estimated accuracy of +/- 10 meters.
 EH2002
 EH2002.The orthometric height was determined by differential leveling and
 EH2002.adjusted by the NATIONAL GEODETIC SURVEY
 EH2002.in June 1991.
 EH2002
 EH2002.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2002.GEOID18 height accuracy estimate available here.
 EH2002
 EH2002.Click photographs - Photos may exist for this station.
 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     -   641,951.      439,708.      MT  (+/- 10 meters HH2 GPS)
 EH2002
 EH2002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU3111757044(NAD 83)
 EH2002
 EH2002                          SUPERSEDED SURVEY CONTROL
 EH2002
 EH2002  NGVD 29 (11/26/84)   65.135  (m)          213.70   (f) ADJUSTED    1 2
 EH2002
 EH2002.Superseded values are not recommended for survey control.
 EH2002
 EH2002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2002.See file dsdata.pdf to determine how the superseded data were derived.
 EH2002
 EH2002_MARKER: DD = SURVEY DISK
 EH2002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2002_STAMPING: J-13-78
 EH2002_MARK LOGO: USACE
 EH2002_PROJECTION: RECESSED 9 CENTIMETERS
 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       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1917 ***********************************************************************
 EH1917  DESIGNATION -  J 13 92
 EH1917  PID         -  EH1917
 EH1917  STATE/COUNTY-  AR/PRAIRIE
 EH1917  COUNTRY     -  US
 EH1917  USGS QUAD   -  HICKORY PLAINS (2017)
 EH1917
 EH1917                         *CURRENT SURVEY CONTROL
 EH1917  ______________________________________________________________________
 EH1917* NAD 83(1986) POSITION- 34 59 51.     (N) 091 38 15.     (W)   SCALED
 EH1917* NAVD 88 ORTHO HEIGHT -    61.95  (+/-2cm)      203.2   (feet) VERTCON3
 EH1917  ______________________________________________________________________
 EH1917  GEOID HEIGHT    -        -27.234 (meters)                     GEOID18
 EH1917  VERT ORDER      -  ? (See Below)
 EH1917
 EH1917.The horizontal coordinates were scaled from a 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
 EH1917.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1917.GEOID18 height accuracy estimate available here.
 EH1917
 EH1917.The vertical order pertains to the NGVD 29 superseded value.
 EH1917
 EH1917.Click photographs - Photos may exist for this station.
 EH1917
 EH1917;                    North         East    Units  Estimated Accuracy
 EH1917;SPC AR S     -   658,590.      433,100.      MT  (+/- 180 meters Scaled)
 EH1917
 EH1917_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU243736(NAD 83)
 EH1917
 EH1917                          SUPERSEDED SURVEY CONTROL
 EH1917
 EH1917  NGVD 29 (11/26/84)   61.945  (m)          203.23   (f) ADJUSTED       
 EH1917
 EH1917.Superseded values are not recommended for survey control.
 EH1917
 EH1917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1917.See file dsdata.pdf to determine how the superseded data were derived.
 EH1917
 EH1917_MARKER: DD = SURVEY DISK
 EH1917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1917_STAMPING: J-13-92
 EH1917_MARK LOGO: USACE
 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       USACE
 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 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 = MARCH 20, 2026 22:17:28 EDT
 GF0149 ***********************************************************************
 GF0149  DESIGNATION -  J 130
 GF0149  PID         -  GF0149
 GF0149  STATE/COUNTY-  AR/NEWTON
 GF0149  COUNTRY     -  US
 GF0149  USGS QUAD   -  WESTERN GROVE (2017)
 GF0149
 GF0149                         *CURRENT SURVEY CONTROL
 GF0149  ______________________________________________________________________
 GF0149* NAD 83(1986) POSITION- 36 05 37.45   (N) 092 57 14.80   (W)   HD_HELD1
 GF0149* NAVD 88 ORTHO HEIGHT -   350.852 (meters)     1151.09  (feet) ADJUSTED
 GF0149  ______________________________________________________________________
 GF0149  GEOID HEIGHT    -        -28.322 (meters)                     GEOID18
 GF0149  DYNAMIC HEIGHT  -        350.534 (meters)     1150.04  (feet) COMP
 GF0149  MODELED GRAVITY -    979,715.2   (mgal)                       NAVD 88
 GF0149
 GF0149  VERT ORDER      -  SECOND    CLASS I
 GF0149
 GF0149.The horizontal coordinates were determined by differentially corrected
 GF0149.hand held GPS observations or other comparable positioning techniques
 GF0149.and have an estimated accuracy of +/- 3 meters.
 GF0149
 GF0149.The orthometric height was determined by differential leveling and
 GF0149.adjusted by the NATIONAL GEODETIC SURVEY
 GF0149.in June 1991.
 GF0149
 GF0149.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0149.GEOID18 height accuracy estimate available here.
 GF0149
 GF0149.Click photographs - Photos may exist for this station.
 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     -   195,722.5     314,079.2     MT  (+/- 3 meters HH1 GPS) 
 GF0149
 GF0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV0413094346(NAD 83)
 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
 GF0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0149.See file dsdata.pdf to determine how the superseded data were derived.
 GF0149
 GF0149_MARKER: DB = BENCH MARK DISK
 GF0149_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GF0149_SP_SET: CULVERT HEADWALL
 GF0149_STAMPING: J 130 1935
 GF0149_MARK LOGO: CGS
 GF0149_MAGNETIC: N = NO MAGNETIC MATERIAL
 GF0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0149+STABILITY: SURFACE MOTION
 GF0149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0149+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2016
 GF0149
 GF0149  HISTORY     - Date     Condition        Report By
 GF0149  HISTORY     - 1935     MONUMENTED       CGS
 GF0149  HISTORY     - 20111101 GOOD             ARHD
 GF0149  HISTORY     - 20160511 GOOD             ARHD
 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.
 GF0149
 GF0149                          STATION RECOVERY (2011)
 GF0149
 GF0149'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (JDH)
 GF0149'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) NORTHEAST OF HASTY, 5.0
 GF0149'MI (8.0 KM) SOUTH-SOUTHWEST OF EVERTON AND IN THE TOWN OF WESTERN
 GF0149'GROVE, AR.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 GF0149'
 GF0149'TO REACH FROM THE INTERSECTION OF HIGHWAY 65, 65B AND HIGHWAY 123, GO
 GF0149'EAST ALONG HIGHWAY 65B FOR 99 YDS (90.5 M) TO THE MARK ON THE RIGHT.
 GF0149'
 GF0149'IT IS 50 FT (15.2 M) NORTHEAST OF OF A COMBINATION POLE, 46 FT (14.0
 GF0149'M) SOUTH OF THE CENTERLINE OF 65B AND 45 FT (13.7 M) WEST OF THE
 GF0149'CENTERLINE OF MATHIS ST.
 GF0149
 GF0149                          STATION RECOVERY (2016)
 GF0149
 GF0149'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 GF0149'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1450 ***********************************************************************
 EJ1450  DESIGNATION -  J 131
 EJ1450  PID         -  EJ1450
 EJ1450  STATE/COUNTY-  AR/MONTGOMERY
 EJ1450  COUNTRY     -  US
 EJ1450  USGS QUAD   -  POLK CREEK MOUNTAIN (2017)
 EJ1450
 EJ1450                         *CURRENT SURVEY CONTROL
 EJ1450  ______________________________________________________________________
 EJ1450* NAD 83(1986) POSITION- 34 26 56.     (N) 093 48 23.     (W)   SCALED
 EJ1450* NAVD 88 ORTHO HEIGHT -   281.563 (meters)      923.76  (feet) ADJUSTED
 EJ1450  ______________________________________________________________________
 EJ1450  GEOID HEIGHT    -        -28.394 (meters)                     GEOID18
 EJ1450  DYNAMIC HEIGHT  -        281.273 (meters)      922.81  (feet) COMP
 EJ1450  MODELED GRAVITY -    979,597.0   (mgal)                       NAVD 88
 EJ1450
 EJ1450  VERT ORDER      -  SECOND    CLASS 0
 EJ1450
 EJ1450.The horizontal coordinates were scaled from a map and have
 EJ1450.an estimated accuracy of +/- 6 seconds.
 EJ1450
 EJ1450.The orthometric height was determined by differential leveling and
 EJ1450.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1450.in June 1991.
 EJ1450
 EJ1450.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1450.GEOID18 height accuracy estimate available here.
 EJ1450
 EJ1450.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU259122(NAD 83)
 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
 EJ1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1450.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1450
 EJ1450_MARKER: DB = BENCH MARK DISK
 EJ1450_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ1450_STAMPING: J 131 1935
 EJ1450_MARK LOGO: CGS
 EJ1450_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1450
 EJ1450  HISTORY     - Date     Condition        Report By
 EJ1450  HISTORY     - 1935     MONUMENTED       CGS
 EJ1450  HISTORY     - 1961     GOOD             CGS
 EJ1450  HISTORY     - 1978     MARK NOT FOUND   USGS
 EJ1450
 EJ1450                          STATION DESCRIPTION
 EJ1450
 EJ1450'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EK0210 ***********************************************************************
 EK0210  DESIGNATION -  J 132
 EK0210  PID         -  EK0210
 EK0210  STATE/COUNTY-  AR/POLK
 EK0210  COUNTRY     -  US
 EK0210  USGS QUAD   -  BAKER SPRINGS (2017)
 EK0210
 EK0210                         *CURRENT SURVEY CONTROL
 EK0210  ______________________________________________________________________
 EK0210* NAD 83(1986) POSITION- 34 22 17.     (N) 094 09 50.     (W)   SCALED
 EK0210* NAVD 88 ORTHO HEIGHT -   300.531 (meters)      985.99  (feet) ADJUSTED
 EK0210  ______________________________________________________________________
 EK0210  GEOID HEIGHT    -        -28.830 (meters)                     GEOID18
 EK0210  DYNAMIC HEIGHT  -        300.218 (meters)      984.97  (feet) COMP
 EK0210  MODELED GRAVITY -    979,584.6   (mgal)                       NAVD 88
 EK0210
 EK0210  VERT ORDER      -  SECOND    CLASS 0
 EK0210
 EK0210.The horizontal coordinates were scaled from a map and have
 EK0210.an estimated accuracy of +/- 6 seconds.
 EK0210
 EK0210.The orthometric height was determined by differential leveling and
 EK0210.adjusted by the NATIONAL GEODETIC SURVEY
 EK0210.in June 1991.
 EK0210
 EK0210.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0210.GEOID18 height accuracy estimate available here.
 EK0210
 EK0210.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU929039(NAD 83)
 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
 EK0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0210.See file dsdata.pdf to determine how the superseded data were derived.
 EK0210
 EK0210_MARKER: DB = BENCH MARK DISK
 EK0210_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EK0210_STAMPING: J 132 1935
 EK0210_MARK LOGO: CGS
 EK0210_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EK0083 ***********************************************************************
 EK0083  DESIGNATION -  J 133
 EK0083  PID         -  EK0083
 EK0083  STATE/COUNTY-  AR/POLK
 EK0083  COUNTRY     -  US
 EK0083  USGS QUAD   -  BOARD CAMP (2017)
 EK0083
 EK0083                         *CURRENT SURVEY CONTROL
 EK0083  ______________________________________________________________________
 EK0083* NAD 83(1986) POSITION- 34 32 21.     (N) 094 00 06.     (W)   SCALED
 EK0083* NAVD 88 ORTHO HEIGHT -   277.634 (meters)      910.87  (feet) ADJUSTED
 EK0083  ______________________________________________________________________
 EK0083  GEOID HEIGHT    -        -29.302 (meters)                     GEOID18
 EK0083  DYNAMIC HEIGHT  -        277.343 (meters)      909.92  (feet) COMP
 EK0083  MODELED GRAVITY -    979,579.6   (mgal)                       NAVD 88
 EK0083
 EK0083  VERT ORDER      -  SECOND    CLASS 0
 EK0083
 EK0083.The horizontal coordinates were scaled from a map and have
 EK0083.an estimated accuracy of +/- 6 seconds.
 EK0083
 EK0083.The orthometric height was determined by differential leveling and
 EK0083.adjusted by the NATIONAL GEODETIC SURVEY
 EK0083.in June 1991.
 EK0083
 EK0083.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0083.GEOID18 height accuracy estimate available here.
 EK0083
 EK0083.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU080223(NAD 83)
 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
 EK0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0083.See file dsdata.pdf to determine how the superseded data were derived.
 EK0083
 EK0083_MARKER: DB = BENCH MARK DISK
 EK0083_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EK0083_STAMPING: J 133 1935
 EK0083_MARK LOGO: CGS
 EK0083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0083
 EK0083  HISTORY     - Date     Condition        Report By
 EK0083  HISTORY     - 1935     MONUMENTED       CGS
 EK0083  HISTORY     - 1961     GOOD             CGS
 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EK0063 ***********************************************************************
 EK0063  DESIGNATION -  J 134
 EK0063  PID         -  EK0063
 EK0063  STATE/COUNTY-  AR/POLK
 EK0063  COUNTRY     -  US
 EK0063  USGS QUAD   -  BOARD CAMP (2017)
 EK0063
 EK0063                         *CURRENT SURVEY CONTROL
 EK0063  ______________________________________________________________________
 EK0063* NAD 83(1986) POSITION- 34 35 17.75   (N) 094 07 19.26   (W)   HD_HELD1
 EK0063* NAVD 88 ORTHO HEIGHT -   314.803 (meters)     1032.82  (feet) ADJUSTED
 EK0063  ______________________________________________________________________
 EK0063  GEOID HEIGHT    -        -29.881 (meters)                     GEOID18
 EK0063  DYNAMIC HEIGHT  -        314.468 (meters)     1031.72  (feet) COMP
 EK0063  MODELED GRAVITY -    979,562.8   (mgal)                       NAVD 88
 EK0063
 EK0063  VERT ORDER      -  SECOND    CLASS 0
 EK0063
 EK0063.The horizontal coordinates were determined by differentially corrected
 EK0063.hand held GPS observations or other comparable positioning techniques
 EK0063.and have an estimated accuracy of +/- 3 meters.
 EK0063
 EK0063.The orthometric height was determined by differential leveling and
 EK0063.adjusted by the NATIONAL GEODETIC SURVEY
 EK0063.in June 1991.
 EK0063
 EK0063.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0063.GEOID18 height accuracy estimate available here.
 EK0063
 EK0063.Click photographs - Photos may exist for this station.
 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     -   615,150.8     205,340.4     MT  (+/- 3 meters HH1 GPS) 
 EK0063
 EK0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU9710127956(NAD 83)
 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
 EK0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0063.See file dsdata.pdf to determine how the superseded data were derived.
 EK0063
 EK0063_MARKER: DB = BENCH MARK DISK
 EK0063_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EK0063_STAMPING: J 134 1935
 EK0063_MARK LOGO: CGS
 EK0063_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0063
 EK0063  HISTORY     - Date     Condition        Report By
 EK0063  HISTORY     - 1935     MONUMENTED       CGS
 EK0063  HISTORY     - 1961     GOOD             CGS
 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 COAST AND GEODETIC SURVEY 1961
 EK0063'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EK0057 ***********************************************************************
 EK0057  DESIGNATION -  J 135
 EK0057  PID         -  EK0057
 EK0057  STATE/COUNTY-  AR/POLK
 EK0057  COUNTRY     -  US
 EK0057  USGS QUAD   -  Y CITY (2017)
 EK0057
 EK0057                         *CURRENT SURVEY CONTROL
 EK0057  ______________________________________________________________________
 EK0057* NAD 83(1986) POSITION- 34 39 21.     (N) 094 05 33.     (W)   SCALED
 EK0057* NAVD 88 ORTHO HEIGHT -   348.218 (meters)     1142.45  (feet) ADJUSTED
 EK0057  ______________________________________________________________________
 EK0057  GEOID HEIGHT    -        -30.037 (meters)                     GEOID18
 EK0057  DYNAMIC HEIGHT  -        347.845 (meters)     1141.22  (feet) COMP
 EK0057  MODELED GRAVITY -    979,555.6   (mgal)                       NAVD 88
 EK0057
 EK0057  VERT ORDER      -  SECOND    CLASS 0
 EK0057
 EK0057.The horizontal coordinates were scaled from a map and have
 EK0057.an estimated accuracy of +/- 6 seconds.
 EK0057
 EK0057.The orthometric height was determined by differential leveling and
 EK0057.adjusted by the NATIONAL GEODETIC SURVEY
 EK0057.in June 1991.
 EK0057
 EK0057.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0057.GEOID18 height accuracy estimate available here.
 EK0057
 EK0057.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU998354(NAD 83)
 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
 EK0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0057.See file dsdata.pdf to determine how the superseded data were derived.
 EK0057
 EK0057_MARKER: DB = BENCH MARK DISK
 EK0057_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EK0057_STAMPING: J 135 1935
 EK0057_MARK LOGO: CGS
 EK0057_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0057
 EK0057  HISTORY     - Date     Condition        Report By
 EK0057  HISTORY     - 1935     MONUMENTED       CGS
 EK0057  HISTORY     - 1961     GOOD             CGS
 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 COAST AND GEODETIC SURVEY 1961
 EK0057'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1165 ***********************************************************************
 EJ1165  DESIGNATION -  J 136
 EJ1165  PID         -  EJ1165
 EJ1165  STATE/COUNTY-  AR/CLARK
 EJ1165  COUNTRY     -  US
 EJ1165  USGS QUAD   -  AMITY (2017)
 EJ1165
 EJ1165                         *CURRENT SURVEY CONTROL
 EJ1165  ______________________________________________________________________
 EJ1165* NAD 83(1986) POSITION- 34 15 27.12   (N) 093 26 41.66   (W)   HD_HELD1
 EJ1165* NAVD 88 ORTHO HEIGHT -   175.233 (meters)      574.91  (feet) ADJUSTED
 EJ1165  ______________________________________________________________________
 EJ1165  GEOID HEIGHT    -        -27.468 (meters)                     GEOID18
 EJ1165  DYNAMIC HEIGHT  -        175.056 (meters)      574.33  (feet) COMP
 EJ1165  MODELED GRAVITY -    979,623.3   (mgal)                       NAVD 88
 EJ1165
 EJ1165  VERT ORDER      -  SECOND    CLASS 0
 EJ1165
 EJ1165.The horizontal coordinates were determined by differentially corrected
 EJ1165.hand held GPS observations or other comparable positioning techniques
 EJ1165.and have an estimated accuracy of +/- 3 meters.
 EJ1165
 EJ1165.The orthometric height was determined by differential leveling and
 EJ1165.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1165.in June 1991.
 EJ1165
 EJ1165.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1165.GEOID18 height accuracy estimate available here.
 EJ1165
 EJ1165.Click photographs - Photos may exist for this station.
 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     -   577,386.4     266,931.2     MT  (+/- 3 meters HH1 GPS) 
 EJ1165
 EJ1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT5903890800(NAD 83)
 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
 EJ1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1165.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1165
 EJ1165_MARKER: DB = BENCH MARK DISK
 EJ1165_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ1165_STAMPING: J 136 1935
 EJ1165_MARK LOGO: CGS
 EJ1165_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1165
 EJ1165  HISTORY     - Date     Condition        Report By
 EJ1165  HISTORY     - 1935     MONUMENTED       CGS
 EJ1165  HISTORY     - 1964     MARK NOT FOUND   CGS
 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 COAST AND GEODETIC SURVEY 1964
 EJ1165'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1204 ***********************************************************************
 EJ1204  DESIGNATION -  J 138
 EJ1204  PID         -  EJ1204
 EJ1204  STATE/COUNTY-  AR/CLARK
 EJ1204  COUNTRY     -  US
 EJ1204  USGS QUAD   -  DE GRAY (2017)
 EJ1204
 EJ1204                         *CURRENT SURVEY CONTROL
 EJ1204  ______________________________________________________________________
 EJ1204* NAD 83(1986) POSITION- 34 12 08.10   (N) 093 14 05.99   (W)   HD_HELD1
 EJ1204* NAVD 88 ORTHO HEIGHT -   208.998 (meters)      685.69  (feet) ADJUSTED
 EJ1204  ______________________________________________________________________
 EJ1204  GEOID HEIGHT    -        -27.077 (meters)                     GEOID18
 EJ1204  DYNAMIC HEIGHT  -        208.786 (meters)      684.99  (feet) COMP
 EJ1204  MODELED GRAVITY -    979,616.5   (mgal)                       NAVD 88
 EJ1204
 EJ1204  VERT ORDER      -  SECOND    CLASS 0
 EJ1204
 EJ1204.The horizontal coordinates were determined by differentially corrected
 EJ1204.hand held GPS observations or other comparable positioning techniques
 EJ1204.and have an estimated accuracy of +/- 3 meters.
 EJ1204
 EJ1204.The orthometric height was determined by differential leveling and
 EJ1204.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1204.in June 1991.
 EJ1204
 EJ1204.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1204.GEOID18 height accuracy estimate available here.
 EJ1204
 EJ1204.Click photographs - Photos may exist for this station.
 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     -   571,001.9     286,187.7     MT  (+/- 3 meters HH1 GPS) 
 EJ1204
 EJ1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT7835084606(NAD 83)
 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
 EJ1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1204.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1204
 EJ1204_MARKER: DB = BENCH MARK DISK
 EJ1204_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EJ1204_SP_SET: TOWER FOOTING
 EJ1204_STAMPING: J 138 1935
 EJ1204_MARK LOGO: CGS
 EJ1204_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1204
 EJ1204  HISTORY     - Date     Condition        Report By
 EJ1204  HISTORY     - 1935     MONUMENTED       CGS
 EJ1204  HISTORY     - 20110921 MARK NOT FOUND   ARHD
 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.
 EJ1204
 EJ1204                          STATION RECOVERY (2011)
 EJ1204
 EJ1204'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (AMC)
 EJ1204'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0731 ***********************************************************************
 EJ0731  DESIGNATION -  J 139
 EJ0731  PID         -  EJ0731
 EJ0731  STATE/COUNTY-  AR/HOT SPRING
 EJ0731  COUNTRY     -  US
 EJ0731  USGS QUAD   -  MALVERN NORTH (2017)
 EJ0731
 EJ0731                         *CURRENT SURVEY CONTROL
 EJ0731  ______________________________________________________________________
 EJ0731* NAD 83(1986) POSITION- 34 23 08.     (N) 092 50 17.     (W)   SCALED
 EJ0731* NAVD 88 ORTHO HEIGHT -    78.715 (meters)      258.25  (feet) ADJUSTED
 EJ0731  ______________________________________________________________________
 EJ0731  GEOID HEIGHT    -        -26.515 (meters)                     GEOID18
 EJ0731  DYNAMIC HEIGHT  -         78.640 (meters)      258.00  (feet) COMP
 EJ0731  MODELED GRAVITY -    979,675.9   (mgal)                       NAVD 88
 EJ0731
 EJ0731  VERT ORDER      -  SECOND    CLASS 0
 EJ0731
 EJ0731.The horizontal coordinates were scaled from a map and have
 EJ0731.an estimated accuracy of +/- 6 seconds.
 EJ0731
 EJ0731.The orthometric height was determined by differential leveling and
 EJ0731.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0731.in June 1991.
 EJ0731
 EJ0731.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0731.GEOID18 height accuracy estimate available here.
 EJ0731
 EJ0731.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU148049(NAD 83)
 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
 EJ0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0731.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0731
 EJ0731_MARKER: DB = BENCH MARK DISK
 EJ0731_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0731_STAMPING: J 139 1935
 EJ0731_MARK LOGO: CGS
 EJ0731_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0731
 EJ0731  HISTORY     - Date     Condition        Report By
 EJ0731  HISTORY     - 1935     MONUMENTED       CGS
 EJ0731  HISTORY     - 1975     MARK NOT FOUND   USGS
 EJ0731  HISTORY     - 19900101 MARK NOT FOUND   INDIV
 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.
 EJ0731
 EJ0731                          STATION RECOVERY (1990)
 EJ0731
 EJ0731'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 1990 (SCC)
 EJ0731'THIS MARK WAS PROBABLY DESTROYED BY A FLOOD THAT DESTROYED THE BRIDGE
 EJ0731'IN THE LATE 1960 OR EARLY 1970.  A NEW BRIDGE WAS CONSTRUCTED SOUTH OF
 EJ0731'THE OLD BRIDGE, AND THE ROAD WAS MOVED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH2375 ***********************************************************************
 EH2375  DESIGNATION -  J 14
 EH2375  PID         -  EH2375
 EH2375  STATE/COUNTY-  AR/PRAIRIE
 EH2375  COUNTRY     -  US
 EH2375  USGS QUAD   -  SLOVAK (2017)
 EH2375
 EH2375                         *CURRENT SURVEY CONTROL
 EH2375  ______________________________________________________________________
 EH2375* NAD 83(1986) POSITION- 34 42 35.     (N) 091 35 04.     (W)   SCALED
 EH2375* NAVD 88 ORTHO HEIGHT -    64.777 (meters)      212.52  (feet) ADJUSTED
 EH2375  ______________________________________________________________________
 EH2375  GEOID HEIGHT    -        -26.844 (meters)                     GEOID18
 EH2375  DYNAMIC HEIGHT  -         64.716 (meters)      212.32  (feet) COMP
 EH2375  MODELED GRAVITY -    979,689.4   (mgal)                       NAVD 88
 EH2375
 EH2375  VERT ORDER      -  FIRST     CLASS II
 EH2375
 EH2375.The horizontal coordinates were scaled from a map and have
 EH2375.an estimated accuracy of +/- 6 seconds.
 EH2375
 EH2375.The orthometric height was determined by differential leveling and
 EH2375.adjusted by the NATIONAL GEODETIC SURVEY
 EH2375.in June 1991.
 EH2375
 EH2375.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2375.GEOID18 height accuracy estimate available here.
 EH2375
 EH2375.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU296417(NAD 83)
 EH2375
 EH2375                          SUPERSEDED SURVEY CONTROL
 EH2375
 EH2375  NGVD 29 (11/26/84)   64.796  (m)          212.58   (f) ADJUSTED    1 2
 EH2375
 EH2375.Superseded values are not recommended for survey control.
 EH2375
 EH2375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2375.See file dsdata.pdf to determine how the superseded data were derived.
 EH2375
 EH2375_MARKER: DB = BENCH MARK DISK
 EH2375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2375_STAMPING: J 14 1932 212.582
 EH2375_MARK LOGO: CGS
 EH2375_PROJECTION: FLUSH
 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 = MARCH 20, 2026 22:17:28 EDT
 FH0103 ***********************************************************************
 FH0103  DESIGNATION -  J 141
 FH0103  PID         -  FH0103
 FH0103  STATE/COUNTY-  AR/FRANKLIN
 FH0103  COUNTRY     -  US
 FH0103  USGS QUAD   -  FERN (2017)
 FH0103
 FH0103                         *CURRENT SURVEY CONTROL
 FH0103  ______________________________________________________________________
 FH0103* NAD 83(1986) POSITION- 35 37 45.3    (N) 094 04 08.0    (W)   HD_HELD2
 FH0103* NAVD 88 ORTHO HEIGHT -   425.142 (meters)     1394.82  (feet) ADJUSTED
 FH0103  ______________________________________________________________________
 FH0103  GEOID HEIGHT    -        -28.746 (meters)                     GEOID18
 FH0103  DYNAMIC HEIGHT  -        424.740 (meters)     1393.50  (feet) COMP
 FH0103  MODELED GRAVITY -    979,673.8   (mgal)                       NAVD 88
 FH0103
 FH0103  VERT ORDER      -  SECOND    CLASS 0
 FH0103
 FH0103.The horizontal coordinates were established by autonomous hand held GPS
 FH0103.observations and have an estimated accuracy of +/- 10 meters.
 FH0103
 FH0103.The orthometric height was determined by differential leveling and
 FH0103.adjusted by the NATIONAL GEODETIC SURVEY
 FH0103.in June 1991.
 FH0103
 FH0103.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0103.GEOID18 height accuracy estimate available here.
 FH0103
 FH0103.Click photographs - Photos may exist for this station.
 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     -   145,740.      212,618.      MT  (+/- 10 meters HH2 GPS)
 FH0103
 FH0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV0321243354(NAD 83)
 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
 FH0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0103.See file dsdata.pdf to determine how the superseded data were derived.
 FH0103
 FH0103_MARKER: DB = BENCH MARK DISK
 FH0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0103_STAMPING: J 141 1935
 FH0103_MARK LOGO: CGS
 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   CGS
 FH0103  HISTORY     - 1968     MARK NOT FOUND   USGS
 FH0103
 FH0103                          STATION DESCRIPTION
 FH0103
 FH0103'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FH0111 ***********************************************************************
 FH0111  DESIGNATION -  J 142
 FH0111  PID         -  FH0111
 FH0111  STATE/COUNTY-  AR/CRAWFORD
 FH0111  COUNTRY     -  US
 FH0111  USGS QUAD   -  FERN (2017)
 FH0111
 FH0111                         *CURRENT SURVEY CONTROL
 FH0111  ______________________________________________________________________
 FH0111* NAD 83(1986) POSITION- 35 42 02.6    (N) 094 00 33.1    (W)   HD_HELD2
 FH0111* NAVD 88 ORTHO HEIGHT -   576.512 (meters)     1891.44  (feet) ADJUSTED
 FH0111  ______________________________________________________________________
 FH0111  GEOID HEIGHT    -        -28.422 (meters)                     GEOID18
 FH0111  DYNAMIC HEIGHT  -        575.957 (meters)     1889.62  (feet) COMP
 FH0111  MODELED GRAVITY -    979,650.3   (mgal)                       NAVD 88
 FH0111
 FH0111  VERT ORDER      -  SECOND    CLASS 0
 FH0111
 FH0111.The horizontal coordinates were established by autonomous hand held GPS
 FH0111.observations and have an estimated accuracy of +/- 10 meters.
 FH0111
 FH0111.The orthometric height was determined by differential leveling and
 FH0111.adjusted by the NATIONAL GEODETIC SURVEY
 FH0111.in June 1991.
 FH0111
 FH0111.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0111.GEOID18 height accuracy estimate available here.
 FH0111
 FH0111.Click photographs - Photos may exist for this station.
 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     -   153,556.      218,186.      MT  (+/- 10 meters HH2 GPS)
 FH0111
 FH0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV0869951224(NAD 83)
 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
 FH0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0111.See file dsdata.pdf to determine how the superseded data were derived.
 FH0111
 FH0111_MARKER: DB = BENCH MARK DISK
 FH0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0111_STAMPING: J 142 1935
 FH0111_MARK LOGO: CGS
 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             CGS
 FH0111
 FH0111                          STATION DESCRIPTION
 FH0111
 FH0111'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG1374 ***********************************************************************
 FG1374  DESIGNATION -  J 143
 FG1374  PID         -  FG1374
 FG1374  STATE/COUNTY-  AR/MADISON
 FG1374  COUNTRY     -  US
 FG1374  USGS QUAD   -  DELANEY (2017)
 FG1374
 FG1374                         *CURRENT SURVEY CONTROL
 FG1374  ______________________________________________________________________
 FG1374* NAD 83(1986) POSITION- 35 47 21.     (N) 093 56 32.     (W)   SCALED
 FG1374* NAVD 88 ORTHO HEIGHT -   732.349 (meters)     2402.72  (feet) ADJUSTED
 FG1374  ______________________________________________________________________
 FG1374  GEOID HEIGHT    -        -28.112 (meters)                     GEOID18
 FG1374  DYNAMIC HEIGHT  -        731.627 (meters)     2400.35  (feet) COMP
 FG1374  MODELED GRAVITY -    979,622.3   (mgal)                       NAVD 88
 FG1374
 FG1374  VERT ORDER      -  SECOND    CLASS 0
 FG1374
 FG1374.The horizontal coordinates were scaled from a map and have
 FG1374.an estimated accuracy of +/- 6 seconds.
 FG1374
 FG1374.The orthometric height was determined by differential leveling and
 FG1374.adjusted by the NATIONAL GEODETIC SURVEY
 FG1374.in June 1991.
 FG1374
 FG1374.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1374.GEOID18 height accuracy estimate available here.
 FG1374
 FG1374.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV148609(NAD 83)
 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
 FG1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1374.See file dsdata.pdf to determine how the superseded data were derived.
 FG1374
 FG1374_MARKER: DB = BENCH MARK DISK
 FG1374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1374_STAMPING: J 143 1935
 FG1374_MARK LOGO: CGS
 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             CGS
 FG1374
 FG1374                          STATION DESCRIPTION
 FG1374
 FG1374'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 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 = MARCH 20, 2026 22:17:28 EDT
 FH0069 ***********************************************************************
 FH0069  DESIGNATION -  J 144
 FH0069  PID         -  FH0069
 FH0069  STATE/COUNTY-  AR/WASHINGTON
 FH0069  COUNTRY     -  US
 FH0069  USGS QUAD   -  SULPHUR CITY (2017)
 FH0069
 FH0069                         *CURRENT SURVEY CONTROL
 FH0069  ______________________________________________________________________
 FH0069* NAD 83(1986) POSITION- 35 53 26.     (N) 094 05 11.     (W)   SCALED
 FH0069* NAVD 88 ORTHO HEIGHT -   509.468 (meters)     1671.48  (feet) ADJUSTED
 FH0069  ______________________________________________________________________
 FH0069  GEOID HEIGHT    -        -28.024 (meters)                     GEOID18
 FH0069  DYNAMIC HEIGHT  -        508.994 (meters)     1669.92  (feet) COMP
 FH0069  MODELED GRAVITY -    979,686.1   (mgal)                       NAVD 88
 FH0069
 FH0069  VERT ORDER      -  SECOND    CLASS 0
 FH0069
 FH0069.The horizontal coordinates were scaled from a map and have
 FH0069.an estimated accuracy of +/- 6 seconds.
 FH0069
 FH0069.The orthometric height was determined by differential leveling and
 FH0069.adjusted by the NATIONAL GEODETIC SURVEY
 FH0069.in June 1991.
 FH0069
 FH0069.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0069.GEOID18 height accuracy estimate available here.
 FH0069
 FH0069.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV019723(NAD 83)
 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
 FH0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0069.See file dsdata.pdf to determine how the superseded data were derived.
 FH0069
 FH0069_MARKER: DB = BENCH MARK DISK
 FH0069_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FH0069_STAMPING: J 144 1935
 FH0069_MARK LOGO: CGS
 FH0069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0069
 FH0069  HISTORY     - Date     Condition        Report By
 FH0069  HISTORY     - 1935     MONUMENTED       CGS
 FH0069  HISTORY     - 1960     GOOD             CGS
 FH0069
 FH0069                          STATION DESCRIPTION
 FH0069
 FH0069'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 GF0507 ***********************************************************************
 GF0507  DESIGNATION -  J 145
 GF0507  PID         -  GF0507
 GF0507  STATE/COUNTY-  AR/MADISON
 GF0507  COUNTRY     -  US
 GF0507  USGS QUAD   -  KINGSTON (2017)
 GF0507
 GF0507                         *CURRENT SURVEY CONTROL
 GF0507  ______________________________________________________________________
 GF0507* NAD 83(1986) POSITION- 36 01 34.     (N) 093 32 05.     (W)   SCALED
 GF0507* NAVD 88 ORTHO HEIGHT -   413.436 (meters)     1356.41  (feet) ADJUSTED
 GF0507  ______________________________________________________________________
 GF0507  GEOID HEIGHT    -        -27.935 (meters)                     GEOID18
 GF0507  DYNAMIC HEIGHT  -        413.056 (meters)     1355.17  (feet) COMP
 GF0507  MODELED GRAVITY -    979,700.7   (mgal)                       NAVD 88
 GF0507
 GF0507  VERT ORDER      -  SECOND    CLASS 0
 GF0507
 GF0507.The horizontal coordinates were scaled from a map and have
 GF0507.an estimated accuracy of +/- 6 seconds.
 GF0507
 GF0507.The orthometric height was determined by differential leveling and
 GF0507.adjusted by the NATIONAL GEODETIC SURVEY
 GF0507.in June 1991.
 GF0507
 GF0507.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0507.GEOID18 height accuracy estimate available here.
 GF0507
 GF0507.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV518869(NAD 83)
 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
 GF0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0507.See file dsdata.pdf to determine how the superseded data were derived.
 GF0507
 GF0507_MARKER: DB = BENCH MARK DISK
 GF0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0507_STAMPING: J 145 1935
 GF0507_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0723 ***********************************************************************
 FG0723  DESIGNATION -  J 146
 FG0723  PID         -  FG0723
 FG0723  STATE/COUNTY-  AR/SEARCY
 FG0723  COUNTRY     -  US
 FG0723  USGS QUAD   -  EULA (2017)
 FG0723
 FG0723                         *CURRENT SURVEY CONTROL
 FG0723  ______________________________________________________________________
 FG0723* NAD 83(1986) POSITION- 35 58 29.23   (N) 092 52 57.12   (W)   HD_HELD1
 FG0723* NAVD 88 ORTHO HEIGHT -   207.944 (meters)      682.23  (feet) ADJUSTED
 FG0723  ______________________________________________________________________
 FG0723  GEOID HEIGHT    -        -28.302 (meters)                     GEOID18
 FG0723  DYNAMIC HEIGHT  -        207.758 (meters)      681.62  (feet) COMP
 FG0723  MODELED GRAVITY -    979,734.0   (mgal)                       NAVD 88
 FG0723
 FG0723  VERT ORDER      -  SECOND    CLASS 0
 FG0723
 FG0723.The horizontal coordinates were determined by differentially corrected
 FG0723.hand held GPS observations or other comparable positioning techniques
 FG0723.and have an estimated accuracy of +/- 3 meters.
 FG0723
 FG0723.The orthometric height was determined by differential leveling and
 FG0723.adjusted by the NATIONAL GEODETIC SURVEY
 FG0723.in June 1991.
 FG0723
 FG0723.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0723.GEOID18 height accuracy estimate available here.
 FG0723
 FG0723.Click photographs - Photos may exist for this station.
 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     -   182,464.7     320,406.5     MT  (+/- 3 meters HH1 GPS) 
 FG0723
 FG0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV1059081158(NAD 83)
 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
 FG0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0723.See file dsdata.pdf to determine how the superseded data were derived.
 FG0723
 FG0723_MARKER: DB = BENCH MARK DISK
 FG0723_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0723_STAMPING: J 146 1935
 FG0723_MARK LOGO: CGS
 FG0723_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0723
 FG0723  HISTORY     - Date     Condition        Report By
 FG0723  HISTORY     - 1935     MONUMENTED       CGS
 FG0723
 FG0723                          STATION DESCRIPTION
 FG0723
 FG0723'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0516 ***********************************************************************
 FG0516  DESIGNATION -  J 147
 FG0516  PID         -  FG0516
 FG0516  STATE/COUNTY-  AR/SEARCY
 FG0516  COUNTRY     -  US
 FG0516  USGS QUAD   -  WITTS SPRINGS (2017)
 FG0516
 FG0516                         *CURRENT SURVEY CONTROL
 FG0516  ______________________________________________________________________
 FG0516* NAD 83(1986) POSITION- 35 46 05.10   (N) 092 52 05.75   (W)   HD_HELD1
 FG0516* NAVD 88 ORTHO HEIGHT -   570.990 (meters)     1873.32  (feet) ADJUSTED
 FG0516  ______________________________________________________________________
 FG0516  GEOID HEIGHT    -        -27.989 (meters)                     GEOID18
 FG0516  DYNAMIC HEIGHT  -        570.438 (meters)     1871.51  (feet) COMP
 FG0516  MODELED GRAVITY -    979,647.5   (mgal)                       NAVD 88
 FG0516
 FG0516  VERT ORDER      -  SECOND    CLASS 0
 FG0516
 FG0516.The horizontal coordinates were determined by differentially corrected
 FG0516.hand held GPS observations or other comparable positioning techniques
 FG0516.and have an estimated accuracy of +/- 3 meters.
 FG0516
 FG0516.The orthometric height was determined by differential leveling and
 FG0516.adjusted by the NATIONAL GEODETIC SURVEY
 FG0516.in June 1991.
 FG0516
 FG0516.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0516.GEOID18 height accuracy estimate available here.
 FG0516
 FG0516.Click photographs - Photos may exist for this station.
 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     -   159,520.3     321,491.2     MT  (+/- 3 meters HH1 GPS) 
 FG0516
 FG0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV1190758234(NAD 83)
 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
 FG0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0516.See file dsdata.pdf to determine how the superseded data were derived.
 FG0516
 FG0516_MARKER: DB = BENCH MARK DISK
 FG0516_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0516_STAMPING: J 147 1935
 FG0516_MARK LOGO: CGS
 FG0516_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0516
 FG0516  HISTORY     - Date     Condition        Report By
 FG0516  HISTORY     - 1935     MONUMENTED       CGS
 FG0516  HISTORY     - 1935     GOOD             CGS
 FG0516
 FG0516                          STATION DESCRIPTION
 FG0516
 FG0516'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG0667 ***********************************************************************
 FG0667  DESIGNATION -  J 148
 FG0667  PID         -  FG0667
 FG0667  STATE/COUNTY-  AR/POPE
 FG0667  COUNTRY     -  US
 FG0667  USGS QUAD   -  LOST CORNER (2017)
 FG0667
 FG0667                         *CURRENT SURVEY CONTROL
 FG0667  ______________________________________________________________________
 FG0667* NAD 83(1986) POSITION- 35 34 45.02   (N) 092 49 50.10   (W)   HD_HELD1
 FG0667* NAVD 88 ORTHO HEIGHT -   506.104 (meters)     1660.44  (feet) ADJUSTED
 FG0667  ______________________________________________________________________
 FG0667  GEOID HEIGHT    -        -28.206 (meters)                     GEOID18
 FG0667  DYNAMIC HEIGHT  -        505.612 (meters)     1658.83  (feet) COMP
 FG0667  MODELED GRAVITY -    979,645.4   (mgal)                       NAVD 88
 FG0667
 FG0667  VERT ORDER      -  SECOND    CLASS 0
 FG0667
 FG0667.The horizontal coordinates were determined by differentially corrected
 FG0667.hand held GPS observations or other comparable positioning techniques
 FG0667.and have an estimated accuracy of +/- 3 meters.
 FG0667
 FG0667.The orthometric height was determined by differential leveling and
 FG0667.adjusted by the NATIONAL GEODETIC SURVEY
 FG0667.in June 1991.
 FG0667
 FG0667.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0667.GEOID18 height accuracy estimate available here.
 FG0667
 FG0667.Click photographs - Photos may exist for this station.
 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     -   138,532.7     324,721.4     MT  (+/- 3 meters HH1 GPS) 
 FG0667
 FG0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV1534937287(NAD 83)
 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
 FG0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0667.See file dsdata.pdf to determine how the superseded data were derived.
 FG0667
 FG0667_MARKER: DB = BENCH MARK DISK
 FG0667_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0667_STAMPING: J 148 1935
 FG0667_MARK LOGO: CGS
 FG0667_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0667
 FG0667  HISTORY     - Date     Condition        Report By
 FG0667  HISTORY     - 1935     MONUMENTED       CGS
 FG0667  HISTORY     - 1935     GOOD             CGS
 FG0667  HISTORY     - 20160107 MARK NOT FOUND   ARHD
 FG0667
 FG0667                          STATION DESCRIPTION
 FG0667
 FG0667'DESCRIBED BY COAST AND 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.
 FG0667
 FG0667                          STATION RECOVERY (2016)
 FG0667
 FG0667'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 FG0667'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0593 ***********************************************************************
 FG0593  DESIGNATION -  J 149
 FG0593  PID         -  FG0593
 FG0593  STATE/COUNTY-  AR/SEARCY
 FG0593  COUNTRY     -  US
 FG0593  USGS QUAD   -  SNOWBALL (2017)
 FG0593
 FG0593                         *CURRENT SURVEY CONTROL
 FG0593  ______________________________________________________________________
 FG0593* NAD 83(1986) POSITION- 35 54 57.20   (N) 092 49 50.69   (W)   HD_HELD1
 FG0593* NAVD 88 ORTHO HEIGHT -   274.480 (meters)      900.52  (feet) ADJUSTED
 FG0593  ______________________________________________________________________
 FG0593  GEOID HEIGHT    -        -28.208 (meters)                     GEOID18
 FG0593  DYNAMIC HEIGHT  -        274.232 (meters)      899.71  (feet) COMP
 FG0593  MODELED GRAVITY -    979,723.6   (mgal)                       NAVD 88
 FG0593
 FG0593  VERT ORDER      -  SECOND    CLASS 0
 FG0593
 FG0593.The horizontal coordinates were determined by differentially corrected
 FG0593.hand held GPS observations or other comparable positioning techniques
 FG0593.and have an estimated accuracy of +/- 3 meters.
 FG0593
 FG0593.The orthometric height was determined by differential leveling and
 FG0593.adjusted by the NATIONAL GEODETIC SURVEY
 FG0593.in June 1991.
 FG0593
 FG0593.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0593.GEOID18 height accuracy estimate available here.
 FG0593
 FG0593.Click photographs - Photos may exist for this station.
 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     -   175,889.5     325,021.8     MT  (+/- 3 meters HH1 GPS) 
 FG0593
 FG0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV1527074632(NAD 83)
 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
 FG0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0593.See file dsdata.pdf to determine how the superseded data were derived.
 FG0593
 FG0593_MARKER: DB = BENCH MARK DISK
 FG0593_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0593_STAMPING: J 149 1935
 FG0593_MARK LOGO: CGS
 FG0593_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1259 ***********************************************************************
 EH1259  DESIGNATION -  J 15
 EH1259  PID         -  EH1259
 EH1259  STATE/COUNTY-  AR/LEE
 EH1259  COUNTRY     -  US
 EH1259  USGS QUAD   -  GARRETT GROVE (2017)
 EH1259
 EH1259                         *CURRENT SURVEY CONTROL
 EH1259  ______________________________________________________________________
 EH1259* NAD 83(1986) POSITION- 34 49 05.     (N) 091 00 51.     (W)   SCALED
 EH1259* NAVD 88 ORTHO HEIGHT -    61.438 (meters)      201.57  (feet) ADJUSTED
 EH1259  ______________________________________________________________________
 EH1259  GEOID HEIGHT    -        -26.751 (meters)                     GEOID18
 EH1259  DYNAMIC HEIGHT  -         61.382 (meters)      201.38  (feet) COMP
 EH1259  MODELED GRAVITY -    979,719.2   (mgal)                       NAVD 88
 EH1259
 EH1259  VERT ORDER      -  FIRST     CLASS II
 EH1259
 EH1259.The horizontal coordinates were scaled from a map and have
 EH1259.an estimated accuracy of +/- 6 seconds.
 EH1259
 EH1259.The orthometric height was determined by differential leveling and
 EH1259.adjusted by the NATIONAL GEODETIC SURVEY
 EH1259.in June 1991.
 EH1259
 EH1259.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1259.GEOID18 height accuracy estimate available here.
 EH1259
 EH1259.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU816546(NAD 83)
 EH1259
 EH1259                          SUPERSEDED SURVEY CONTROL
 EH1259
 EH1259  NGVD 29 (11/26/84)   61.445  (m)          201.59   (f) ADJUSTED    1 2
 EH1259
 EH1259.Superseded values are not recommended for survey control.
 EH1259
 EH1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1259.See file dsdata.pdf to determine how the superseded data were derived.
 EH1259
 EH1259_MARKER: DB = BENCH MARK DISK
 EH1259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1259_STAMPING: 201.469 J 15 1932
 EH1259_MARK LOGO: CGS
 EH1259_PROJECTION: PROJECTING 3 CENTIMETERS
 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  HISTORY     - 20120430 MARK NOT FOUND   ASSOEN
 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.
 EH1259
 EH1259                          STATION RECOVERY (2012)
 EH1259
 EH1259'RECOVERY NOTE BY ASSOCIATED ENGINEERING 2012 (MPM)
 EH1259'THIS MARK APPEARS TO HAVE BEEN DESTROYED BY FARMING.  FIELDS ON BOTH
 EH1259'SIDES OF THE ROAD ARE CONSIDERABLY LOWER THAN THE ROAD NOW.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1834 ***********************************************************************
 EH1834  DESIGNATION -  J 15 12
 EH1834  PID         -  EH1834
 EH1834  STATE/COUNTY-  AR/JEFFERSON
 EH1834  COUNTRY     -  US
 EH1834  USGS QUAD   -  HUMPHREY (2017)
 EH1834
 EH1834                         *CURRENT SURVEY CONTROL
 EH1834  ______________________________________________________________________
 EH1834* NAD 83(1986) POSITION- 34 28 30.     (N) 091 44 42.     (W)   SCALED
 EH1834* NAVD 88 ORTHO HEIGHT -    60.274 (meters)      197.75  (feet) POSTED
 EH1834  ______________________________________________________________________
 EH1834  GEOID HEIGHT    -        -26.387 (meters)                     GEOID18
 EH1834  DYNAMIC HEIGHT  -         60.22  (meters)      197.6   (feet) COMP
 EH1834  MODELED GRAVITY -    979,683.0   (mgal)                       NAVD 88
 EH1834
 EH1834  VERT ORDER      -  * POSTED, SEE BELOW
 EH1834
 EH1834.The horizontal coordinates were scaled from a 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
 EH1834.* This is a POSTED BENCH MARK height.
 EH1834
 EH1834.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1834.GEOID18 height accuracy estimate available here.
 EH1834
 EH1834.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU152155(NAD 83)
 EH1834
 EH1834                          SUPERSEDED SURVEY CONTROL
 EH1834
 EH1834  NGVD 29 (11/26/84)   60.302  (m)          197.84   (f) ADJUSTED    2 0
 EH1834
 EH1834.Superseded values are not recommended for survey control.
 EH1834
 EH1834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1834.See file dsdata.pdf to determine how the superseded data were derived.
 EH1834
 EH1834_MARKER: DD = SURVEY DISK
 EH1834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1834_STAMPING: J 15 12
 EH1834_MARK LOGO: USACE
 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       USACE
 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'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 = MARCH 20, 2026 22:17:28 EDT
 EH1826 ***********************************************************************
 EH1826  DESIGNATION -  J 15 8
 EH1826  PID         -  EH1826
 EH1826  STATE/COUNTY-  AR/ARKANSAS
 EH1826  COUNTRY     -  US
 EH1826  USGS QUAD   -  HUMPHREY (2017)
 EH1826
 EH1826                         *CURRENT SURVEY CONTROL
 EH1826  ______________________________________________________________________
 EH1826* NAD 83(1986) POSITION- 34 25 14.     (N) 091 42 19.     (W)   SCALED
 EH1826* NAVD 88 ORTHO HEIGHT -    57.907 (meters)      189.98  (feet) POSTED
 EH1826  ______________________________________________________________________
 EH1826  GEOID HEIGHT    -        -26.337 (meters)                     GEOID18
 EH1826  DYNAMIC HEIGHT  -         57.85  (meters)      189.8   (feet) COMP
 EH1826  MODELED GRAVITY -    979,679.4   (mgal)                       NAVD 88
 EH1826
 EH1826  VERT ORDER      -  * POSTED, SEE BELOW
 EH1826
 EH1826.The horizontal coordinates were scaled from a 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
 EH1826.* This is a POSTED BENCH MARK height.
 EH1826
 EH1826.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1826.GEOID18 height accuracy estimate available here.
 EH1826
 EH1826.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU189095(NAD 83)
 EH1826
 EH1826                          SUPERSEDED SURVEY CONTROL
 EH1826
 EH1826  NGVD 29 (11/26/84)   57.936  (m)          190.08   (f) ADJUSTED    2 0
 EH1826
 EH1826.Superseded values are not recommended for survey control.
 EH1826
 EH1826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1826.See file dsdata.pdf to determine how the superseded data were derived.
 EH1826
 EH1826_MARKER: DD = SURVEY DISK
 EH1826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1826_STAMPING: J-15-8
 EH1826_MARK LOGO: USACE
 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       USACE
 EH1826  HISTORY     - 1955     MARK NOT FOUND   CGS
 EH1826
 EH1826                          STATION DESCRIPTION
 EH1826
 EH1826'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0636 ***********************************************************************
 FG0636  DESIGNATION -  J 150
 FG0636  PID         -  FG0636
 FG0636  STATE/COUNTY-  AR/VAN BUREN
 FG0636  COUNTRY     -  US
 FG0636  USGS QUAD   -  BOTKINBURG (2017)
 FG0636
 FG0636                         *CURRENT SURVEY CONTROL
 FG0636  ______________________________________________________________________
 FG0636* NAD 83(1986) POSITION- 35 42 28.     (N) 092 36 13.     (W)   SCALED
 FG0636* NAVD 88 ORTHO HEIGHT -   233.378 (meters)      765.67  (feet) ADJUSTED
 FG0636  ______________________________________________________________________
 FG0636  GEOID HEIGHT    -        -27.955 (meters)                     GEOID18
 FG0636  DYNAMIC HEIGHT  -        233.154 (meters)      764.94  (feet) COMP
 FG0636  MODELED GRAVITY -    979,669.7   (mgal)                       NAVD 88
 FG0636
 FG0636  VERT ORDER      -  SECOND    CLASS 0
 FG0636
 FG0636.The horizontal coordinates were scaled from a map and have
 FG0636.an estimated accuracy of +/- 6 seconds.
 FG0636
 FG0636.The orthometric height was determined by differential leveling and
 FG0636.adjusted by the NATIONAL GEODETIC SURVEY
 FG0636.in June 1991.
 FG0636
 FG0636.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0636.GEOID18 height accuracy estimate available here.
 FG0636
 FG0636.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV358516(NAD 83)
 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
 FG0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0636.See file dsdata.pdf to determine how the superseded data were derived.
 FG0636
 FG0636_MARKER: DB = BENCH MARK DISK
 FG0636_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0636_STAMPING: J 150 1935
 FG0636_MARK LOGO: CGS
 FG0636_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1225 ***********************************************************************
 EJ1225  DESIGNATION -  J 151
 EJ1225  PID         -  EJ1225
 EJ1225  STATE/COUNTY-  AR/CLARK
 EJ1225  COUNTRY     -  US
 EJ1225  USGS QUAD   -  HOLLYWOOD (2017)
 EJ1225
 EJ1225                         *CURRENT SURVEY CONTROL
 EJ1225  ______________________________________________________________________
 EJ1225* NAD 83(1986) POSITION- 34 04 10.     (N) 093 12 41.     (W)   SCALED
 EJ1225* NAVD 88 ORTHO HEIGHT -    95.919 (meters)      314.69  (feet) ADJUSTED
 EJ1225  ______________________________________________________________________
 EJ1225  GEOID HEIGHT    -        -26.932 (meters)                     GEOID18
 EJ1225  DYNAMIC HEIGHT  -         95.823 (meters)      314.38  (feet) COMP
 EJ1225  MODELED GRAVITY -    979,633.8   (mgal)                       NAVD 88
 EJ1225
 EJ1225  VERT ORDER      -  SECOND    CLASS 0
 EJ1225
 EJ1225.The horizontal coordinates were scaled from a map and have
 EJ1225.an estimated accuracy of +/- 6 seconds.
 EJ1225
 EJ1225.The orthometric height was determined by differential leveling and
 EJ1225.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1225.in June 1991.
 EJ1225
 EJ1225.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1225.GEOID18 height accuracy estimate available here.
 EJ1225
 EJ1225.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT804698(NAD 83)
 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
 EJ1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1225.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1225
 EJ1225_MARKER: DB = BENCH MARK DISK
 EJ1225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1225_STAMPING: J 151 1935
 EJ1225_MARK LOGO: CGS
 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   CGS
 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 COAST AND GEODETIC SURVEY 1964
 EJ1225'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0671 ***********************************************************************
 EJ0671  DESIGNATION -  J 152
 EJ0671  PID         -  EJ0671
 EJ0671  STATE/COUNTY-  AR/HOT SPRING
 EJ0671  COUNTRY     -  US
 EJ0671  USGS QUAD   -  SOCIAL HILL (2017)
 EJ0671
 EJ0671                         *CURRENT SURVEY CONTROL
 EJ0671  ______________________________________________________________________
 EJ0671* NAD 83(1986) POSITION- 34 16 22.     (N) 092 53 37.     (W)   SCALED
 EJ0671* NAVD 88 ORTHO HEIGHT -    72.487 (meters)      237.82  (feet) ADJUSTED
 EJ0671  ______________________________________________________________________
 EJ0671  GEOID HEIGHT    -        -26.602 (meters)                     GEOID18
 EJ0671  DYNAMIC HEIGHT  -         72.416 (meters)      237.58  (feet) COMP
 EJ0671  MODELED GRAVITY -    979,656.7   (mgal)                       NAVD 88
 EJ0671
 EJ0671  VERT ORDER      -  FIRST     CLASS II
 EJ0671
 EJ0671.The horizontal coordinates were scaled from a map and have
 EJ0671.an estimated accuracy of +/- 6 seconds.
 EJ0671
 EJ0671.The orthometric height was determined by differential leveling and
 EJ0671.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0671.in June 1991.
 EJ0671
 EJ0671.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0671.GEOID18 height accuracy estimate available here.
 EJ0671
 EJ0671.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT097924(NAD 83)
 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
 EJ0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0671.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0671
 EJ0671_MARKER: DB = BENCH MARK DISK
 EJ0671_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0671_STAMPING: J 152 1935
 EJ0671_MARK LOGO: CGS
 EJ0671_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0425 ***********************************************************************
 GF0425  DESIGNATION -  J 156
 GF0425  PID         -  GF0425
 GF0425  STATE/COUNTY-  AR/NEWTON
 GF0425  COUNTRY     -  US
 GF0425  USGS QUAD   -  PONCA (2017)
 GF0425
 GF0425                         *CURRENT SURVEY CONTROL
 GF0425  ______________________________________________________________________
 GF0425* NAD 83(1986) POSITION- 36 01 19.     (N) 093 20 13.     (W)   SCALED
 GF0425* NAVD 88 ORTHO HEIGHT -   496.237 (meters)     1628.07  (feet) ADJUSTED
 GF0425  ______________________________________________________________________
 GF0425  GEOID HEIGHT    -        -28.016 (meters)                     GEOID18
 GF0425  DYNAMIC HEIGHT  -        495.773 (meters)     1626.55  (feet) COMP
 GF0425  MODELED GRAVITY -    979,682.4   (mgal)                       NAVD 88
 GF0425
 GF0425  VERT ORDER      -  SECOND    CLASS 0
 GF0425
 GF0425.The horizontal coordinates were scaled from a map and have
 GF0425.an estimated accuracy of +/- 6 seconds.
 GF0425
 GF0425.The orthometric height was determined by differential leveling and
 GF0425.adjusted by the NATIONAL GEODETIC SURVEY
 GF0425.in June 1991.
 GF0425
 GF0425.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0425.GEOID18 height accuracy estimate available here.
 GF0425
 GF0425.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV696864(NAD 83)
 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
 GF0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0425.See file dsdata.pdf to determine how the superseded data were derived.
 GF0425
 GF0425_MARKER: DB = BENCH MARK DISK
 GF0425_SETTING: 80 = SET IN A BOULDER
 GF0425_STAMPING: J 156 1935
 GF0425_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0439 ***********************************************************************
 GF0439  DESIGNATION -  J 158
 GF0439  PID         -  GF0439
 GF0439  STATE/COUNTY-  AR/CARROLL
 GF0439  COUNTRY     -  US
 GF0439  USGS QUAD   -  OSAGE NE (2017)
 GF0439
 GF0439                         *CURRENT SURVEY CONTROL
 GF0439  ______________________________________________________________________
 GF0439* NAD 83(1986) POSITION- 36 08 25.     (N) 093 19 49.     (W)   SCALED
 GF0439* NAVD 88 ORTHO HEIGHT -   664.739 (meters)     2180.90  (feet) ADJUSTED
 GF0439  ______________________________________________________________________
 GF0439  GEOID HEIGHT    -        -27.981 (meters)                     GEOID18
 GF0439  DYNAMIC HEIGHT  -        664.124 (meters)     2178.88  (feet) COMP
 GF0439  MODELED GRAVITY -    979,683.5   (mgal)                       NAVD 88
 GF0439
 GF0439  VERT ORDER      -  SECOND    CLASS 0
 GF0439
 GF0439.The horizontal coordinates were scaled from a map and have
 GF0439.an estimated accuracy of +/- 6 seconds.
 GF0439
 GF0439.The orthometric height was determined by differential leveling and
 GF0439.adjusted by the NATIONAL GEODETIC SURVEY
 GF0439.in June 1991.
 GF0439
 GF0439.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0439.GEOID18 height accuracy estimate available here.
 GF0439
 GF0439.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV702995(NAD 83)
 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
 GF0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0439.See file dsdata.pdf to determine how the superseded data were derived.
 GF0439
 GF0439_MARKER: DB = BENCH MARK DISK
 GF0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0439_STAMPING: J 158 1935
 GF0439_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1196 ***********************************************************************
 FF1196  DESIGNATION -  J 16
 FF1196  PID         -  FF1196
 FF1196  STATE/COUNTY-  AR/JACKSON
 FF1196  COUNTRY     -  US
 FF1196  USGS QUAD   -  BEEDEVILLE (2017)
 FF1196
 FF1196                         *CURRENT SURVEY CONTROL
 FF1196  ______________________________________________________________________
 FF1196* NAD 83(1986) POSITION- 35 26 06.     (N) 091 06 36.     (W)   SCALED
 FF1196* NAVD 88 ORTHO HEIGHT -    65.478 (meters)      214.82  (feet) ADJUSTED
 FF1196  ______________________________________________________________________
 FF1196  GEOID HEIGHT    -        -27.438 (meters)                     GEOID18
 FF1196  DYNAMIC HEIGHT  -         65.420 (meters)      214.63  (feet) COMP
 FF1196  MODELED GRAVITY -    979,752.2   (mgal)                       NAVD 88
 FF1196
 FF1196  VERT ORDER      -  SECOND    CLASS 0
 FF1196
 FF1196.The horizontal coordinates were scaled from a map and have
 FF1196.an estimated accuracy of +/- 6 seconds.
 FF1196
 FF1196.The orthometric height was determined by differential leveling and
 FF1196.adjusted by the NATIONAL GEODETIC SURVEY
 FF1196.in June 1991.
 FF1196
 FF1196.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1196.GEOID18 height accuracy estimate available here.
 FF1196
 FF1196.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV715229(NAD 83)
 FF1196
 FF1196                          SUPERSEDED SURVEY CONTROL
 FF1196
 FF1196  NGVD 29 (11/26/84)   65.426  (m)          214.65   (f) ADJUSTED    2 0
 FF1196
 FF1196.Superseded values are not recommended for survey control.
 FF1196
 FF1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1196.See file dsdata.pdf to determine how the superseded data were derived.
 FF1196
 FF1196_MARKER: DB = BENCH MARK DISK
 FF1196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1196_STAMPING: 214.619 J 16 1932
 FF1196_MARK LOGO: CGS
 FF1196_PROJECTION: PROJECTING 20 CENTIMETERS
 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'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 = MARCH 20, 2026 22:17:28 EDT
 EH1601 ***********************************************************************
 EH1601  DESIGNATION -  J 16 18
 EH1601  PID         -  EH1601
 EH1601  STATE/COUNTY-  AR/LINCOLN
 EH1601  COUNTRY     -  US
 EH1601  USGS QUAD   -  CADES (2017)
 EH1601
 EH1601                         *CURRENT SURVEY CONTROL
 EH1601  ______________________________________________________________________
 EH1601* NAD 83(1986) POSITION- 34 04 55.     (N) 091 34 55.     (W)   SCALED
 EH1601* NAVD 88 ORTHO HEIGHT -    54.517 (meters)      178.86  (feet) ADJUSTED
 EH1601  ______________________________________________________________________
 EH1601  GEOID HEIGHT    -        -26.025 (meters)                     GEOID18
 EH1601  DYNAMIC HEIGHT  -         54.463 (meters)      178.68  (feet) COMP
 EH1601  MODELED GRAVITY -    979,654.0   (mgal)                       NAVD 88
 EH1601
 EH1601  VERT ORDER      -  FIRST     CLASS II
 EH1601
 EH1601.The horizontal coordinates were scaled from a map and have
 EH1601.an estimated accuracy of +/- 6 seconds.
 EH1601
 EH1601.The orthometric height was determined by differential leveling and
 EH1601.adjusted by the NATIONAL GEODETIC SURVEY
 EH1601.in August 1993.
 EH1601
 EH1601.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1601.GEOID18 height accuracy estimate available here.
 EH1601
 EH1601.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT308721(NAD 83)
 EH1601
 EH1601                          SUPERSEDED SURVEY CONTROL
 EH1601
 EH1601  NAVD 88 (06/15/91)   54.539  (m)          178.93   (f) SUPERSEDED  1 2
 EH1601  NGVD 29 (11/26/84)   54.598  (m)          179.13   (f) ADJUSTED    1 2
 EH1601
 EH1601.Superseded values are not recommended for survey control.
 EH1601
 EH1601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1601.See file dsdata.pdf to determine how the superseded data were derived.
 EH1601
 EH1601_MARKER: DD = SURVEY DISK
 EH1601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1601_STAMPING: J-16-18 52
 EH1601_MARK LOGO: USACE
 EH1601_PROJECTION: PROJECTING 12 CENTIMETERS
 EH1601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1601+STABILITY: SURFACE MOTION
 EH1601
 EH1601  HISTORY     - Date     Condition        Report By
 EH1601  HISTORY     - 1952     MONUMENTED       USACE
 EH1601  HISTORY     - 1954     GOOD             CGS
 EH1601
 EH1601                          STATION DESCRIPTION
 EH1601
 EH1601'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1065 ***********************************************************************
 EJ1065  DESIGNATION -  J 161
 EJ1065  PID         -  EJ1065
 EJ1065  STATE/COUNTY-  AR/GARLAND
 EJ1065  COUNTRY     -  US
 EJ1065  USGS QUAD   -  MOUNTAIN PINE (2017)
 EJ1065
 EJ1065                         *CURRENT SURVEY CONTROL
 EJ1065  ______________________________________________________________________
 EJ1065* NAD 83(1986) POSITION- 34 36 20.     (N) 093 13 13.     (W)   SCALED
 EJ1065* NAVD 88 ORTHO HEIGHT -   134.495 (meters)      441.26  (feet) ADJUSTED
 EJ1065  ______________________________________________________________________
 EJ1065  GEOID HEIGHT    -        -27.872 (meters)                     GEOID18
 EJ1065  DYNAMIC HEIGHT  -        134.362 (meters)      440.82  (feet) COMP
 EJ1065  MODELED GRAVITY -    979,650.9   (mgal)                       NAVD 88
 EJ1065
 EJ1065  VERT ORDER      -  SECOND    CLASS 0
 EJ1065
 EJ1065.The horizontal coordinates were scaled from a map and have
 EJ1065.an estimated accuracy of +/- 6 seconds.
 EJ1065
 EJ1065.The orthometric height was determined by differential leveling and
 EJ1065.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1065.in June 1991.
 EJ1065
 EJ1065.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1065.GEOID18 height accuracy estimate available here.
 EJ1065
 EJ1065.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU798293(NAD 83)
 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
 EJ1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1065.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1065
 EJ1065_MARKER: DB = BENCH MARK DISK
 EJ1065_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EJ1065_SP_SET: CULVERT HEADWALL
 EJ1065_STAMPING: J 161 1935
 EJ1065_MARK LOGO: CGS
 EJ1065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1065+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1075 ***********************************************************************
 EJ1075  DESIGNATION -  J 162
 EJ1075  PID         -  EJ1075
 EJ1075  STATE/COUNTY-  AR/GARLAND
 EJ1075  COUNTRY     -  US
 EJ1075  USGS QUAD   -  AVANT (2017)
 EJ1075
 EJ1075                         *CURRENT SURVEY CONTROL
 EJ1075  ______________________________________________________________________
 EJ1075* NAD 83(1986) POSITION- 34 40 17.     (N) 093 19 44.     (W)   SCALED
 EJ1075* NAVD 88 ORTHO HEIGHT -   183.408 (meters)      601.73  (feet) ADJUSTED
 EJ1075  ______________________________________________________________________
 EJ1075  GEOID HEIGHT    -        -28.314 (meters)                     GEOID18
 EJ1075  DYNAMIC HEIGHT  -        183.225 (meters)      601.13  (feet) COMP
 EJ1075  MODELED GRAVITY -    979,632.6   (mgal)                       NAVD 88
 EJ1075
 EJ1075  VERT ORDER      -  SECOND    CLASS 0
 EJ1075
 EJ1075.The horizontal coordinates were scaled from a map and have
 EJ1075.an estimated accuracy of +/- 6 seconds.
 EJ1075
 EJ1075.The orthometric height was determined by differential leveling and
 EJ1075.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1075.in June 1991.
 EJ1075
 EJ1075.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1075.GEOID18 height accuracy estimate available here.
 EJ1075
 EJ1075.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU698366(NAD 83)
 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
 EJ1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1075.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1075
 EJ1075_MARKER: DB = BENCH MARK DISK
 EJ1075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1075_STAMPING: J 162 1935
 EJ1075_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1497 ***********************************************************************
 EJ1497  DESIGNATION -  J 163
 EJ1497  PID         -  EJ1497
 EJ1497  STATE/COUNTY-  AR/MONTGOMERY
 EJ1497  COUNTRY     -  US
 EJ1497  USGS QUAD   -  STORY (2017)
 EJ1497
 EJ1497                         *CURRENT SURVEY CONTROL
 EJ1497  ______________________________________________________________________
 EJ1497* NAD 83(1986) POSITION- 34 39 03.     (N) 093 31 55.     (W)   SCALED
 EJ1497* NAVD 88 ORTHO HEIGHT -   177.495 (meters)      582.33  (feet) ADJUSTED
 EJ1497  ______________________________________________________________________
 EJ1497  GEOID HEIGHT    -        -28.710 (meters)                     GEOID18
 EJ1497  DYNAMIC HEIGHT  -        177.316 (meters)      581.74  (feet) COMP
 EJ1497  MODELED GRAVITY -    979,624.5   (mgal)                       NAVD 88
 EJ1497
 EJ1497  VERT ORDER      -  SECOND    CLASS 0
 EJ1497
 EJ1497.The horizontal coordinates were scaled from a map and have
 EJ1497.an estimated accuracy of +/- 6 seconds.
 EJ1497
 EJ1497.The orthometric height was determined by differential leveling and
 EJ1497.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1497.in June 1991.
 EJ1497
 EJ1497.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1497.GEOID18 height accuracy estimate available here.
 EJ1497
 EJ1497.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU512344(NAD 83)
 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
 EJ1497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1497.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1497
 EJ1497_MARKER: DB = BENCH MARK DISK
 EJ1497_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ1497_STAMPING: J 163 1935
 EJ1497_MARK LOGO: CGS
 EJ1497_PROJECTION: PROJECTING 15 CENTIMETERS
 EJ1497_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1497_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EJ1497+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2018
 EJ1497
 EJ1497  HISTORY     - Date     Condition        Report By
 EJ1497  HISTORY     - 1935     MONUMENTED       CGS
 EJ1497  HISTORY     - 1961     GOOD             CGS
 EJ1497  HISTORY     - 20130418 GOOD             ARHD
 EJ1497  HISTORY     - 20180911 GOOD             BFENG
 EJ1497
 EJ1497                          STATION DESCRIPTION
 EJ1497
 EJ1497'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 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.
 EJ1497
 EJ1497                          STATION RECOVERY (2013)
 EJ1497
 EJ1497'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (CAW)
 EJ1497'ON HWY 27 IN WASHITA GO 0.2 MILES SOUTH OF DEER CREEK BRIDGE TO  THE
 EJ1497'MARK ON THE LEFT, 178.5 FEET EAST OF THE CENTERLINE OF HWY 27 AND
 EJ1497'10 FEET SOUTH OF A 24 INCH OAK TREE.
 EJ1497
 EJ1497                          STATION RECOVERY (2018)
 EJ1497
 EJ1497'RECOVERY NOTE BY B AND F ENGINEERING 2018 (RLS)
 EJ1497'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1372 ***********************************************************************
 FF1372  DESIGNATION -  J 164
 FF1372  PID         -  FF1372
 FF1372  STATE/COUNTY-  AR/WHITE
 FF1372  COUNTRY     -  US
 FF1372  USGS QUAD   -  KENSETT (2017)
 FF1372
 FF1372                         *CURRENT SURVEY CONTROL
 FF1372  ______________________________________________________________________
 FF1372* NAD 83(1986) POSITION- 35 12 22.     (N) 091 42 52.     (W)   SCALED
 FF1372* NAVD 88 ORTHO HEIGHT -    67.315 (meters)      220.85  (feet) ADJUSTED
 FF1372  ______________________________________________________________________
 FF1372  GEOID HEIGHT    -        -27.351 (meters)                     GEOID18
 FF1372  DYNAMIC HEIGHT  -         67.254 (meters)      220.65  (feet) COMP
 FF1372  MODELED GRAVITY -    979,730.8   (mgal)                       NAVD 88
 FF1372
 FF1372  VERT ORDER      -  FIRST     CLASS II
 FF1372
 FF1372.The horizontal coordinates were scaled from a map and have
 FF1372.an estimated accuracy of +/- 6 seconds.
 FF1372
 FF1372.The orthometric height was determined by differential leveling and
 FF1372.adjusted by the NATIONAL GEODETIC SURVEY
 FF1372.in June 1991.
 FF1372
 FF1372.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1372.GEOID18 height accuracy estimate available here.
 FF1372
 FF1372.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU170966(NAD 83)
 FF1372
 FF1372                          SUPERSEDED SURVEY CONTROL
 FF1372
 FF1372  NGVD 29 (11/26/84)   67.277  (m)          220.72   (f) ADJUSTED    1 2
 FF1372
 FF1372.Superseded values are not recommended for survey control.
 FF1372
 FF1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1372.See file dsdata.pdf to determine how the superseded data were derived.
 FF1372
 FF1372_MARKER: DB = BENCH MARK DISK
 FF1372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1372_STAMPING: J 164 1955
 FF1372_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1628 ***********************************************************************
 FF1628  DESIGNATION -  J 165
 FF1628  PID         -  FF1628
 FF1628  STATE/COUNTY-  AR/INDEPENDENCE
 FF1628  COUNTRY     -  US
 FF1628  USGS QUAD   -  SULPHUR ROCK (2017)
 FF1628
 FF1628                         *CURRENT SURVEY CONTROL
 FF1628  ______________________________________________________________________
 FF1628* NAD 83(1997) POSITION- 35 48 36.09003(N) 091 36 12.72600(W)   ADJUSTED
 FF1628* NAD 83(1997) ELLIP HT-    90.711 (meters)        (09/24/01)   ADJUSTED
 FF1628* NAVD 88 ORTHO HEIGHT -   118.360 (meters)      388.32  (feet) ADJUSTED
 FF1628  ______________________________________________________________________
 FF1628  GEOID HEIGHT    -        -27.657 (meters)                     GEOID18
 FF1628  NAD 83(1997) X  -   -144,909.735 (meters)                     COMP
 FF1628  NAD 83(1997) Y  - -5,176,406.107 (meters)                     COMP
 FF1628  NAD 83(1997) Z  -  3,711,170.890 (meters)                     COMP
 FF1628  LAPLACE CORR    -         -0.97  (seconds)                    DEFLEC18
 FF1628  DYNAMIC HEIGHT  -        118.258 (meters)      387.98  (feet) COMP
 FF1628  MODELED GRAVITY -    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 and
 FF1628.adjusted by the NATIONAL GEODETIC SURVEY
 FF1628.in June 1991.
 FF1628
 FF1628.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1628.GEOID18 height accuracy estimate available here.
 FF1628
 FF1628.Click photographs - Photos may exist for this station.
 FF1628
 FF1628.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF1628
 FF1628.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1628
 FF1628.The ellipsoidal height was determined by GPS observations
 FF1628.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV2616563777(NAD 83)
 FF1628
 FF1628                          SUPERSEDED SURVEY CONTROL
 FF1628
 FF1628  ELLIP H (09/14/99)   90.733  (m)                       GP(       ) 4 1
 FF1628  NAD 83(1986)-  35 48 36.10130(N)    091 36 12.72723(W) AD(       ) 1
 FF1628  NGVD 29             118.29   (m)          388.1    (f) LEVELING    3  
 FF1628  NGVD 29 (11/26/84)  118.291  (m)          388.09   (f) ADJUSTED    2 0
 FF1628
 FF1628.Superseded values are not recommended for survey control.
 FF1628
 FF1628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1628.See file dsdata.pdf to determine how the superseded data were derived.
 FF1628
 FF1628_MARKER: DB = BENCH MARK DISK
 FF1628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 - August 09, 2010
 FF1628
 FF1628  HISTORY     - Date     Condition        Report By
 FF1628  HISTORY     - 1955     MONUMENTED       CGS
 FF1628  HISTORY     - 19900319 GOOD             NGS
 FF1628  HISTORY     - 20041210 GOOD             ARHD
 FF1628  HISTORY     - 20100809 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 DEPARTMENT OF TRANSPORTATION 2004 (VJB)
 FF1628'RECOVERED IN GOOD CONDITION.
 FF1628
 FF1628                          STATION RECOVERY (2010)
 FF1628
 FF1628'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2010 (NVL)
 FF1628'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GE0611 ***********************************************************************
 GE0611  DESIGNATION -  J 166
 GE0611  PID         -  GE0611
 GE0611  STATE/COUNTY-  AR/SHARP
 GE0611  COUNTRY     -  US
 GE0611  USGS QUAD   -  STUART (2017)
 GE0611
 GE0611                         *CURRENT SURVEY CONTROL
 GE0611  ______________________________________________________________________
 GE0611* NAD 83(1986) POSITION- 36 15 40.3    (N) 091 31 49.7    (W)   HD_HELD2
 GE0611* NAVD 88 ORTHO HEIGHT -   219.493 (meters)      720.12  (feet) ADJUSTED
 GE0611  ______________________________________________________________________
 GE0611  GEOID HEIGHT    -        -28.308 (meters)                     GEOID18
 GE0611  DYNAMIC HEIGHT  -        219.307 (meters)      719.51  (feet) COMP
 GE0611  MODELED GRAVITY -    979,782.5   (mgal)                       NAVD 88
 GE0611
 GE0611  VERT ORDER      -  SECOND    CLASS I
 GE0611
 GE0611.The horizontal coordinates were established by autonomous hand held GPS
 GE0611.observations and have an estimated accuracy of +/- 10 meters.
 GE0611
 GE0611.The orthometric height was determined by differential leveling and
 GE0611.adjusted by the NATIONAL GEODETIC SURVEY
 GE0611.in June 1991.
 GE0611
 GE0611.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0611.GEOID18 height accuracy estimate available here.
 GE0611
 GE0611.Click photographs - Photos may exist for this station.
 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     -   213,988.      442,194.      MT  (+/- 10 meters HH2 GPS)
 GE0611
 GE0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA3201113920(NAD 83)
 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
 GE0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0611.See file dsdata.pdf to determine how the superseded data were derived.
 GE0611
 GE0611_MARKER: DB = BENCH MARK DISK
 GE0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0611_STAMPING: J 166 1955
 GE0611_MARK LOGO: CGS
 GE0611_PROJECTION: PROJECTING 10 CENTIMETERS
 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  HISTORY     - 20210901 GOOD             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 DEPARTMENT OF TRANSPORTATION 2003 (DFC)
 GE0611'MARK NOT FOUND.
 GE0611
 GE0611                          STATION RECOVERY (2021)
 GE0611
 GE0611'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2021 (JDH)
 GE0611'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GE0595 ***********************************************************************
 GE0595  DESIGNATION -  J 167
 GE0595  PID         -  GE0595
 GE0595  STATE/COUNTY-  AR/FULTON
 GE0595  COUNTRY     -  US
 GE0595  USGS QUAD   -  AGNOS (2017)
 GE0595
 GE0595                         *CURRENT SURVEY CONTROL
 GE0595  ______________________________________________________________________
 GE0595* NAD 83(1986) POSITION- 36 15 42.2    (N) 091 38 02.3    (W)   HD_HELD2
 GE0595* NAVD 88 ORTHO HEIGHT -   225.844 (meters)      740.96  (feet) ADJUSTED
 GE0595  ______________________________________________________________________
 GE0595  GEOID HEIGHT    -        -28.222 (meters)                     GEOID18
 GE0595  DYNAMIC HEIGHT  -        225.653 (meters)      740.33  (feet) COMP
 GE0595  MODELED GRAVITY -    979,784.4   (mgal)                       NAVD 88
 GE0595
 GE0595  VERT ORDER      -  SECOND    CLASS I
 GE0595
 GE0595.The horizontal coordinates were established by autonomous hand held GPS
 GE0595.observations and have an estimated accuracy of +/- 10 meters.
 GE0595
 GE0595.The orthometric height was determined by differential leveling and
 GE0595.adjusted by the NATIONAL GEODETIC SURVEY
 GE0595.in June 1991.
 GE0595
 GE0595.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0595.GEOID18 height accuracy estimate available here.
 GE0595
 GE0595.Click photographs - Photos may exist for this station.
 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     -   214,007.      432,893.      MT  (+/- 10 meters HH2 GPS)
 GE0595
 GE0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA2271213843(NAD 83)
 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
 GE0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0595.See file dsdata.pdf to determine how the superseded data were derived.
 GE0595
 GE0595_MARKER: DB = BENCH MARK DISK
 GE0595_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GE0595_SP_SET: CULVERT HEADWALL
 GE0595_STAMPING: J 167 1955
 GE0595_MARK LOGO: CGS
 GE0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0595+STABILITY: SURFACE MOTION
 GE0595
 GE0595  HISTORY     - Date     Condition        Report By
 GE0595  HISTORY     - 1955     MONUMENTED       CGS
 GE0595  HISTORY     - 20210901 GOOD             ARHD
 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.
 GE0595
 GE0595                          STATION RECOVERY (2021)
 GE0595
 GE0595'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2021 (JDH)
 GE0595'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1198 ***********************************************************************
 EH1198  DESIGNATION -  J 168
 EH1198  PID         -  EH1198
 EH1198  STATE/COUNTY-  AR/MONROE
 EH1198  COUNTRY     -  US
 EH1198  USGS QUAD   -  ROE (2017)
 EH1198
 EH1198                         *CURRENT SURVEY CONTROL
 EH1198  ______________________________________________________________________
 EH1198* NAD 83(1986) POSITION- 34 39 05.     (N) 091 23 36.     (W)   SCALED
 EH1198* NAVD 88 ORTHO HEIGHT -    64.778 (meters)      212.53  (feet) ADJUSTED
 EH1198  ______________________________________________________________________
 EH1198  GEOID HEIGHT    -        -26.796 (meters)                     GEOID18
 EH1198  DYNAMIC HEIGHT  -         64.716 (meters)      212.32  (feet) COMP
 EH1198  MODELED GRAVITY -    979,687.6   (mgal)                       NAVD 88
 EH1198
 EH1198  VERT ORDER      -  FIRST     CLASS II
 EH1198
 EH1198.The horizontal coordinates were scaled from a map and have
 EH1198.an estimated accuracy of +/- 6 seconds.
 EH1198
 EH1198.The orthometric height was determined by differential leveling and
 EH1198.adjusted by the NATIONAL GEODETIC SURVEY
 EH1198.in June 1991.
 EH1198
 EH1198.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1198.GEOID18 height accuracy estimate available here.
 EH1198
 EH1198.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU472355(NAD 83)
 EH1198
 EH1198                          SUPERSEDED SURVEY CONTROL
 EH1198
 EH1198  NGVD 29 (11/26/84)   64.802  (m)          212.60   (f) ADJUSTED    1 2
 EH1198
 EH1198.Superseded values are not recommended for survey control.
 EH1198
 EH1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1198.See file dsdata.pdf to determine how the superseded data were derived.
 EH1198
 EH1198_MARKER: DB = BENCH MARK DISK
 EH1198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1198_STAMPING: J 168 1955
 EH1198_MARK LOGO: CGS
 EH1198_PROJECTION: PROJECTING 8 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1167 ***********************************************************************
 EH1167  DESIGNATION -  J 169
 EH1167  PID         -  EH1167
 EH1167  STATE/COUNTY-  AR/ST FRANCIS
 EH1167  COUNTRY     -  US
 EH1167  USGS QUAD   -  WHEATLEY (2017)
 EH1167
 EH1167                         *CURRENT SURVEY CONTROL
 EH1167  ______________________________________________________________________
 EH1167* NAD 83(1986) POSITION- 34 55 33.5    (N) 091 03 46.1    (W)   HD_HELD2
 EH1167* NAVD 88 ORTHO HEIGHT -    62.954 (meters)      206.54  (feet) ADJUSTED
 EH1167  ______________________________________________________________________
 EH1167  GEOID HEIGHT    -        -26.847 (meters)                     GEOID18
 EH1167  DYNAMIC HEIGHT  -         62.896 (meters)      206.35  (feet) COMP
 EH1167  MODELED GRAVITY -    979,721.8   (mgal)                       NAVD 88
 EH1167
 EH1167  VERT ORDER      -  FIRST     CLASS II
 EH1167
 EH1167.The horizontal coordinates were established by autonomous hand held GPS
 EH1167.observations and have an estimated accuracy of +/- 10 meters.
 EH1167
 EH1167.The orthometric height was determined by differential leveling and
 EH1167.adjusted by the NATIONAL GEODETIC SURVEY
 EH1167.in June 1991.
 EH1167
 EH1167.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1167.GEOID18 height accuracy estimate available here.
 EH1167
 EH1167.Click photographs - Photos may exist for this station.
 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     -    66,156.      485,631.      MT  (+/- 10 meters HH2 GPS)
 EH1167
 EH1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU7694266546(NAD 83)
 EH1167
 EH1167                          SUPERSEDED SURVEY CONTROL
 EH1167
 EH1167  NGVD 29 (11/26/84)   62.956  (m)          206.55   (f) ADJUSTED    1 2
 EH1167
 EH1167.Superseded values are not recommended for survey control.
 EH1167
 EH1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1167.See file dsdata.pdf to determine how the superseded data were derived.
 EH1167
 EH1167_MARKER: DB = BENCH MARK DISK
 EH1167_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EH1167_SP_SET: CULVERT HEADWALL
 EH1167_STAMPING: J 169 1955
 EH1167_MARK LOGO: CGS
 EH1167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1167+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0539 ***********************************************************************
 GE0539  DESIGNATION -  J 17
 GE0539  PID         -  GE0539
 GE0539  STATE/COUNTY-  AR/IZARD
 GE0539  COUNTRY     -  US
 GE0539  USGS QUAD   -  OXFORD (2017)
 GE0539
 GE0539                         *CURRENT SURVEY CONTROL
 GE0539  ______________________________________________________________________
 GE0539* NAD 83(1986) POSITION- 36 08 44.     (N) 091 55 40.     (W)   SCALED
 GE0539* NAVD 88 ORTHO HEIGHT -   191.957 (meters)      629.78  (feet) ADJUSTED
 GE0539  ______________________________________________________________________
 GE0539  GEOID HEIGHT    -        -27.987 (meters)                     GEOID18
 GE0539  DYNAMIC HEIGHT  -        191.794 (meters)      629.24  (feet) COMP
 GE0539  MODELED GRAVITY -    979,781.9   (mgal)                       NAVD 88
 GE0539
 GE0539  VERT ORDER      -  SECOND    CLASS 0
 GE0539
 GE0539.The horizontal coordinates were scaled from a map and have
 GE0539.an estimated accuracy of +/- 6 seconds.
 GE0539
 GE0539.The orthometric height was determined by differential leveling and
 GE0539.adjusted by the NATIONAL GEODETIC SURVEY
 GE0539.in June 1991.
 GE0539
 GE0539.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0539.GEOID18 height accuracy estimate available here.
 GE0539
 GE0539.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA964006(NAD 83)
 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
 GE0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0539.See file dsdata.pdf to determine how the superseded data were derived.
 GE0539
 GE0539_MARKER: DB = BENCH MARK DISK
 GE0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0539_STAMPING: 629.431 J 17 1932
 GE0539_MARK LOGO: CGS
 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             CGS
 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 COAST AND 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 DEPARTMENT OF TRANSPORTATION 2005 (VJB)
 GE0539'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK1453 ***********************************************************************
 DK1453  DESIGNATION -  J 17 1
 DK1453  PID         -  DK1453
 DK1453  STATE/COUNTY-  AR/LINCOLN
 DK1453  COUNTRY     -  US
 DK1453  USGS QUAD   -  AVERY (2017)
 DK1453
 DK1453                         *CURRENT SURVEY CONTROL
 DK1453  ______________________________________________________________________
 DK1453* NAD 83(1986) POSITION- 33 57 35.     (N) 091 44 31.     (W)   SCALED
 DK1453* NAVD 88 ORTHO HEIGHT -    54.334 (meters)      178.26  (feet) ADJUSTED
 DK1453  ______________________________________________________________________
 DK1453  GEOID HEIGHT    -        -25.882 (meters)                     GEOID18
 DK1453  DYNAMIC HEIGHT  -         54.279 (meters)      178.08  (feet) COMP
 DK1453  MODELED GRAVITY -    979,640.8   (mgal)                       NAVD 88
 DK1453
 DK1453  VERT ORDER      -  SECOND    CLASS 0
 DK1453
 DK1453.The horizontal coordinates were scaled from a map and have
 DK1453.an estimated accuracy of +/- 6 seconds.
 DK1453
 DK1453.The orthometric height was determined by differential leveling and
 DK1453.adjusted by the NATIONAL GEODETIC SURVEY
 DK1453.in June 1991.
 DK1453
 DK1453.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1453.GEOID18 height accuracy estimate available here.
 DK1453
 DK1453.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT162584(NAD 83)
 DK1453
 DK1453                          SUPERSEDED SURVEY CONTROL
 DK1453
 DK1453  NGVD 29 (11/26/84)   54.420  (m)          178.54   (f) ADJUSTED    2 0
 DK1453
 DK1453.Superseded values are not recommended for survey control.
 DK1453
 DK1453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1453.See file dsdata.pdf to determine how the superseded data were derived.
 DK1453
 DK1453_MARKER: P = PIPE CAP
 DK1453_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1453_STAMPING: J-17-1
 DK1453_MARK LOGO: USACE
 DK1453_MAGNETIC: P = MARKER IS A STEEL PIPE
 DK1453_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1453
 DK1453  HISTORY     - Date     Condition        Report By
 DK1453  HISTORY     - UNK      MONUMENTED       USACE
 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. 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 = MARCH 20, 2026 22:17:28 EDT
 FF0624 ***********************************************************************
 FF0624  DESIGNATION -  J 170
 FF0624  PID         -  FF0624
 FF0624  STATE/COUNTY-  AR/ST FRANCIS
 FF0624  COUNTRY     -  US
 FF0624  USGS QUAD   -  MADISON (2017)
 FF0624
 FF0624                         *CURRENT SURVEY CONTROL
 FF0624  ______________________________________________________________________
 FF0624* NAD 83(1986) POSITION- 35 02 52.     (N) 090 38 18.     (W)   SCALED
 FF0624* NAVD 88 ORTHO HEIGHT -    61.199 (meters)      200.78  (feet) ADJUSTED
 FF0624  ______________________________________________________________________
 FF0624  GEOID HEIGHT    -        -26.987 (meters)                     GEOID18
 FF0624  DYNAMIC HEIGHT  -         61.144 (meters)      200.60  (feet) COMP
 FF0624  MODELED GRAVITY -    979,733.7   (mgal)                       NAVD 88
 FF0624
 FF0624  VERT ORDER      -  FIRST     CLASS II
 FF0624
 FF0624.The horizontal coordinates were scaled from a map and have
 FF0624.an estimated accuracy of +/- 6 seconds.
 FF0624
 FF0624.The orthometric height was determined by differential leveling and
 FF0624.adjusted by the NATIONAL GEODETIC SURVEY
 FF0624.in June 1991.
 FF0624
 FF0624.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0624.GEOID18 height accuracy estimate available here.
 FF0624
 FF0624.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU154808(NAD 83)
 FF0624
 FF0624                          SUPERSEDED SURVEY CONTROL
 FF0624
 FF0624  NGVD 29 (11/26/84)   61.182  (m)          200.73   (f) ADJUSTED    1 2
 FF0624
 FF0624.Superseded values are not recommended for survey control.
 FF0624
 FF0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0624.See file dsdata.pdf to determine how the superseded data were derived.
 FF0624
 FF0624_MARKER: DB = BENCH MARK DISK
 FF0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0624_STAMPING: J 170 1955
 FF0624_MARK LOGO: CGS
 FF0624_PROJECTION: PROJECTING 10 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH0815 ***********************************************************************
 EH0815  DESIGNATION -  J 171
 EH0815  PID         -  EH0815
 EH0815  STATE/COUNTY-  AR/PHILLIPS
 EH0815  COUNTRY     -  US
 EH0815  USGS QUAD   -  MARVELL (2017)
 EH0815
 EH0815                         *CURRENT SURVEY CONTROL
 EH0815  ______________________________________________________________________
 EH0815* NAD 83(1986) POSITION- 34 33 40.     (N) 090 57 13.     (W)   SCALED
 EH0815* NAVD 88 ORTHO HEIGHT -    56.513 (meters)      185.41  (feet) ADJUSTED
 EH0815  ______________________________________________________________________
 EH0815  GEOID HEIGHT    -        -26.880 (meters)                     GEOID18
 EH0815  DYNAMIC HEIGHT  -         56.459 (meters)      185.23  (feet) COMP
 EH0815  MODELED GRAVITY -    979,677.6   (mgal)                       NAVD 88
 EH0815
 EH0815  VERT ORDER      -  FIRST     CLASS II
 EH0815
 EH0815.The horizontal coordinates were scaled from a map and have
 EH0815.an estimated accuracy of +/- 6 seconds.
 EH0815
 EH0815.The orthometric height was determined by differential leveling and
 EH0815.adjusted by the NATIONAL GEODETIC SURVEY
 EH0815.in August 1993.
 EH0815
 EH0815.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0815.GEOID18 height accuracy estimate available here.
 EH0815
 EH0815.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU877262(NAD 83)
 EH0815
 EH0815                          SUPERSEDED SURVEY CONTROL
 EH0815
 EH0815  NAVD 88 (06/15/91)   56.513  (m)          185.41   (f) SUPERSEDED  1 2
 EH0815  NGVD 29 (11/26/84)   56.545  (m)          185.51   (f) ADJUSTED    1 2
 EH0815
 EH0815.Superseded values are not recommended for survey control.
 EH0815
 EH0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0815.See file dsdata.pdf to determine how the superseded data were derived.
 EH0815
 EH0815_MARKER: DB = BENCH MARK DISK
 EH0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0815_STAMPING: J 171 1956
 EH0815_MARK LOGO: CGS
 EH0815_PROJECTION: PROJECTING 8 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH0864 ***********************************************************************
 EH0864  DESIGNATION -  J 172
 EH0864  PID         -  EH0864
 EH0864  STATE/COUNTY-  AR/LEE
 EH0864  COUNTRY     -  US
 EH0864  USGS QUAD   -  AUBREY (2017)
 EH0864
 EH0864                         *CURRENT SURVEY CONTROL
 EH0864  ______________________________________________________________________
 EH0864* NAD 83(1986) POSITION- 34 41 06.     (N) 090 53 29.     (W)   SCALED
 EH0864* NAVD 88 ORTHO HEIGHT -    59.699 (meters)      195.86  (feet) ADJUSTED
 EH0864  ______________________________________________________________________
 EH0864  GEOID HEIGHT    -        -26.804 (meters)                     GEOID18
 EH0864  DYNAMIC HEIGHT  -         59.643 (meters)      195.68  (feet) COMP
 EH0864  MODELED GRAVITY -    979,699.8   (mgal)                       NAVD 88
 EH0864
 EH0864  VERT ORDER      -  FIRST     CLASS II
 EH0864
 EH0864.The horizontal coordinates were scaled from a map and have
 EH0864.an estimated accuracy of +/- 6 seconds.
 EH0864
 EH0864.The orthometric height was determined by differential leveling and
 EH0864.adjusted by the NATIONAL GEODETIC SURVEY
 EH0864.in June 1991.
 EH0864
 EH0864.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0864.GEOID18 height accuracy estimate available here.
 EH0864
 EH0864.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU931401(NAD 83)
 EH0864
 EH0864                          SUPERSEDED SURVEY CONTROL
 EH0864
 EH0864  NGVD 29 (11/26/84)   59.714  (m)          195.91   (f) ADJUSTED    1 2
 EH0864
 EH0864.Superseded values are not recommended for survey control.
 EH0864
 EH0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0864.See file dsdata.pdf to determine how the superseded data were derived.
 EH0864
 EH0864_MARKER: DB = BENCH MARK DISK
 EH0864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0864_STAMPING: J 172 1956
 EH0864_MARK LOGO: CGS
 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  HISTORY     - 20220614 MARK NOT FOUND   ARHD
 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.
 EH0864
 EH0864                          STATION RECOVERY (2022)
 EH0864
 EH0864'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2022 (JH)
 EH0864'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0208 ***********************************************************************
 FF0208  DESIGNATION -  J 173
 FF0208  PID         -  FF0208
 FF0208  STATE/COUNTY-  AR/CRITTENDEN
 FF0208  COUNTRY     -  US
 FF0208  USGS QUAD   -  CHATFIELD (2017)
 FF0208
 FF0208                         *CURRENT SURVEY CONTROL
 FF0208  ______________________________________________________________________
 FF0208* NAD 83(1986) POSITION- 35 05 20.     (N) 090 24 04.     (W)   SCALED
 FF0208* NAVD 88 ORTHO HEIGHT -    61.424 (meters)      201.52  (feet) ADJUSTED
 FF0208  ______________________________________________________________________
 FF0208  GEOID HEIGHT    -        -27.148 (meters)                     GEOID18
 FF0208  DYNAMIC HEIGHT  -         61.369 (meters)      201.34  (feet) COMP
 FF0208  MODELED GRAVITY -    979,733.4   (mgal)                       NAVD 88
 FF0208
 FF0208  VERT ORDER      -  FIRST     CLASS II
 FF0208
 FF0208.The horizontal coordinates were scaled from a map and have
 FF0208.an estimated accuracy of +/- 6 seconds.
 FF0208
 FF0208.The orthometric height was determined by differential leveling and
 FF0208.adjusted by the NATIONAL GEODETIC SURVEY
 FF0208.in June 1991.
 FF0208
 FF0208.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0208.GEOID18 height accuracy estimate available here.
 FF0208
 FF0208.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU369859(NAD 83)
 FF0208
 FF0208                          SUPERSEDED SURVEY CONTROL
 FF0208
 FF0208  NGVD 29 (11/26/84)   61.402  (m)          201.45   (f) ADJUSTED    1 2
 FF0208
 FF0208.Superseded values are not recommended for survey control.
 FF0208
 FF0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0208.See file dsdata.pdf to determine how the superseded data were derived.
 FF0208
 FF0208_MARKER: DB = BENCH MARK DISK
 FF0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0208_STAMPING: J 173 1956
 FF0208_MARK LOGO: CGS
 FF0208_PROJECTION: PROJECTING 8 CENTIMETERS
 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 (JSB)
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0115 ***********************************************************************
 FF0115  DESIGNATION -  J 174
 FF0115  PID         -  FF0115
 FF0115  STATE/COUNTY-  AR/POINSETT
 FF0115  COUNTRY     -  US
 FF0115  USGS QUAD   -  TYRONZA (2017)
 FF0115
 FF0115                         *CURRENT SURVEY CONTROL
 FF0115  ______________________________________________________________________
 FF0115* NAD 83(1986) POSITION- 35 27 19.     (N) 090 18 55.     (W)   SCALED
 FF0115* NAVD 88 ORTHO HEIGHT -    67.026 (meters)      219.90  (feet) ADJUSTED
 FF0115  ______________________________________________________________________
 FF0115  GEOID HEIGHT    -        -27.621 (meters)                     GEOID18
 FF0115  DYNAMIC HEIGHT  -         66.967 (meters)      219.71  (feet) COMP
 FF0115  MODELED GRAVITY -    979,753.2   (mgal)                       NAVD 88
 FF0115
 FF0115  VERT ORDER      -  FIRST     CLASS II
 FF0115
 FF0115.The horizontal coordinates were scaled from a map and have
 FF0115.an estimated accuracy of +/- 6 seconds.
 FF0115
 FF0115.The orthometric height was determined by differential leveling and
 FF0115.adjusted by the NATIONAL GEODETIC SURVEY
 FF0115.in June 1991.
 FF0115
 FF0115.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0115.GEOID18 height accuracy estimate available here.
 FF0115
 FF0115.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV436268(NAD 83)
 FF0115
 FF0115                          SUPERSEDED SURVEY CONTROL
 FF0115
 FF0115  NGVD 29 (11/26/84)   66.966  (m)          219.70   (f) ADJUSTED    1 2
 FF0115
 FF0115.Superseded values are not recommended for survey control.
 FF0115
 FF0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0115.See file dsdata.pdf to determine how the superseded data were derived.
 FF0115
 FF0115_MARKER: DB = BENCH MARK DISK
 FF0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0115_STAMPING: J 174 1956
 FF0115_MARK LOGO: CGS
 FF0115_PROJECTION: PROJECTING 8 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0522 ***********************************************************************
 FF0522  DESIGNATION -  J 175
 FF0522  PID         -  FF0522
 FF0522  STATE/COUNTY-  AR/CROSS
 FF0522  COUNTRY     -  US
 FF0522  USGS QUAD   -  WYNNE (2017)
 FF0522
 FF0522                         *CURRENT SURVEY CONTROL
 FF0522  ______________________________________________________________________
 FF0522* NAD 83(1986) POSITION- 35 09 26.     (N) 090 48 25.     (W)   SCALED
 FF0522* NAVD 88 ORTHO HEIGHT -    77.507 (meters)      254.29  (feet) ADJUSTED
 FF0522  ______________________________________________________________________
 FF0522  GEOID HEIGHT    -        -27.090 (meters)                     GEOID18
 FF0522  DYNAMIC HEIGHT  -         77.437 (meters)      254.06  (feet) COMP
 FF0522  MODELED GRAVITY -    979,726.9   (mgal)                       NAVD 88
 FF0522
 FF0522  VERT ORDER      -  FIRST     CLASS II
 FF0522
 FF0522.The horizontal coordinates were scaled from a map and have
 FF0522.an estimated accuracy of +/- 6 seconds.
 FF0522
 FF0522.The orthometric height was determined by differential leveling and
 FF0522.adjusted by the NATIONAL GEODETIC SURVEY
 FF0522.in June 1991.
 FF0522
 FF0522.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0522.GEOID18 height accuracy estimate available here.
 FF0522
 FF0522.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU997926(NAD 83)
 FF0522
 FF0522                          SUPERSEDED SURVEY CONTROL
 FF0522
 FF0522  NGVD 29 (11/26/84)   77.477  (m)          254.19   (f) ADJUSTED    1 2
 FF0522
 FF0522.Superseded values are not recommended for survey control.
 FF0522
 FF0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0522.See file dsdata.pdf to determine how the superseded data were derived.
 FF0522
 FF0522_MARKER: DB = BENCH MARK DISK
 FF0522_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FF0522_SP_SET: BRIDGE ABUTMENT
 FF0522_STAMPING: J 175 1956
 FF0522_MARK LOGO: CGS
 FF0522_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0522_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0522_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0522+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2011
 FF0522
 FF0522  HISTORY     - Date     Condition        Report By
 FF0522  HISTORY     - 1956     MONUMENTED       CGS
 FF0522  HISTORY     - 20030602 GOOD             USACE
 FF0522  HISTORY     - 20110929 GOOD             ARHD
 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.
 FF0522
 FF0522                          STATION RECOVERY (2011)
 FF0522
 FF0522'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (JDH)
 FF0522'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1292 ***********************************************************************
 FF1292  DESIGNATION -  J 177
 FF1292  PID         -  FF1292
 FF1292  STATE/COUNTY-  AR/WOODRUFF
 FF1292  COUNTRY     -  US
 FF1292  USGS QUAD   -  HUNTER EAST (2017)
 FF1292
 FF1292                         *CURRENT SURVEY CONTROL
 FF1292  ______________________________________________________________________
 FF1292* NAD 83(1986) POSITION- 35 01 01.     (N) 091 06 59.     (W)   SCALED
 FF1292* NAVD 88 ORTHO HEIGHT -    62.905 (meters)      206.38  (feet) ADJUSTED
 FF1292  ______________________________________________________________________
 FF1292  GEOID HEIGHT    -        -26.965 (meters)                     GEOID18
 FF1292  DYNAMIC HEIGHT  -         62.848 (meters)      206.19  (feet) COMP
 FF1292  MODELED GRAVITY -    979,723.9   (mgal)                       NAVD 88
 FF1292
 FF1292  VERT ORDER      -  FIRST     CLASS II
 FF1292
 FF1292.The horizontal coordinates were scaled from a map and have
 FF1292.an estimated accuracy of +/- 6 seconds.
 FF1292
 FF1292.The orthometric height was determined by differential leveling and
 FF1292.adjusted by the NATIONAL GEODETIC SURVEY
 FF1292.in June 1991.
 FF1292
 FF1292.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1292.GEOID18 height accuracy estimate available here.
 FF1292
 FF1292.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU718765(NAD 83)
 FF1292
 FF1292                          SUPERSEDED SURVEY CONTROL
 FF1292
 FF1292  NGVD 29 (11/26/84)   62.892  (m)          206.34   (f) ADJUSTED    1 2
 FF1292
 FF1292.Superseded values are not recommended for survey control.
 FF1292
 FF1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1292.See file dsdata.pdf to determine how the superseded data were derived.
 FF1292
 FF1292_MARKER: DB = BENCH MARK DISK
 FF1292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1292_STAMPING: J 177 1955
 FF1292_MARK LOGO: CGS
 FF1292_PROJECTION: PROJECTING 8 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH0861 ***********************************************************************
 EH0861  DESIGNATION -  J 178
 EH0861  PID         -  EH0861
 EH0861  STATE/COUNTY-  AR/LEE
 EH0861  COUNTRY     -  US
 EH0861  USGS QUAD   -  AUBREY (2017)
 EH0861
 EH0861                         *CURRENT SURVEY CONTROL
 EH0861  ______________________________________________________________________
 EH0861* NAD 83(1986) POSITION- 34 41 30.     (N) 090 53 58.     (W)   SCALED
 EH0861* NAVD 88 ORTHO HEIGHT -    59.400 (meters)      194.88  (feet) ADJUSTED
 EH0861  ______________________________________________________________________
 EH0861  GEOID HEIGHT    -        -26.791 (meters)                     GEOID18
 EH0861  DYNAMIC HEIGHT  -         59.345 (meters)      194.70  (feet) COMP
 EH0861  MODELED GRAVITY -    979,701.7   (mgal)                       NAVD 88
 EH0861
 EH0861  VERT ORDER      -  FIRST     CLASS II
 EH0861
 EH0861.The horizontal coordinates were scaled from a map and have
 EH0861.an estimated accuracy of +/- 6 seconds.
 EH0861
 EH0861.The orthometric height was determined by differential leveling and
 EH0861.adjusted by the NATIONAL GEODETIC SURVEY
 EH0861.in June 1991.
 EH0861
 EH0861.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0861.GEOID18 height accuracy estimate available here.
 EH0861
 EH0861.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU924408(NAD 83)
 EH0861
 EH0861                          SUPERSEDED SURVEY CONTROL
 EH0861
 EH0861  NGVD 29 (11/26/84)   59.415  (m)          194.93   (f) ADJUSTED    1 2
 EH0861
 EH0861.Superseded values are not recommended for survey control.
 EH0861
 EH0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0861.See file dsdata.pdf to determine how the superseded data were derived.
 EH0861
 EH0861_MARKER: DB = BENCH MARK DISK
 EH0861_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH0861_STAMPING: J 178 1956
 EH0861_MARK LOGO: CGS
 EH0861_PROJECTION: FLUSH
 EH0861_MAGNETIC: I = MARKER IS A STEEL ROD
 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  HISTORY     - 20220614 MARK NOT FOUND   ARHD
 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.
 EH0861
 EH0861                          STATION RECOVERY (2022)
 EH0861
 EH0861'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2022 (JH)
 EH0861'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0001 ***********************************************************************
 FF0001  DESIGNATION -  J 179
 FF0001  PID         -  FF0001
 FF0001  STATE/COUNTY-  AR/POINSETT
 FF0001  COUNTRY     -  US
 FF0001  USGS QUAD   -  HATCHIE COON (2017)
 FF0001
 FF0001                         *CURRENT SURVEY CONTROL
 FF0001  ______________________________________________________________________
 FF0001* NAD 83(1986) POSITION- 35 38 58.     (N) 090 29 33.     (W)   SCALED
 FF0001* NAVD 88 ORTHO HEIGHT -    66.700 (meters)      218.83  (feet) ADJUSTED
 FF0001  ______________________________________________________________________
 FF0001  GEOID HEIGHT    -        -27.819 (meters)                     GEOID18
 FF0001  DYNAMIC HEIGHT  -         66.642 (meters)      218.64  (feet) COMP
 FF0001  MODELED GRAVITY -    979,765.8   (mgal)                       NAVD 88
 FF0001
 FF0001  VERT ORDER      -  FIRST     CLASS II
 FF0001
 FF0001.The horizontal coordinates were scaled from a map and have
 FF0001.an estimated accuracy of +/- 6 seconds.
 FF0001
 FF0001.The orthometric height was determined by differential leveling and
 FF0001.adjusted by the NATIONAL GEODETIC SURVEY
 FF0001.in June 1991.
 FF0001
 FF0001.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0001.GEOID18 height accuracy estimate available here.
 FF0001
 FF0001.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV270479(NAD 83)
 FF0001
 FF0001                          SUPERSEDED SURVEY CONTROL
 FF0001
 FF0001  NGVD 29 (11/26/84)   66.622  (m)          218.58   (f) ADJUSTED    1 2
 FF0001
 FF0001.Superseded values are not recommended for survey control.
 FF0001
 FF0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0001.See file dsdata.pdf to determine how the superseded data were derived.
 FF0001
 FF0001_MARKER: DB = BENCH MARK DISK
 FF0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0001_STAMPING: J 179 1956
 FF0001_MARK LOGO: CGS
 FF0001_PROJECTION: PROJECTING 10 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0027 ***********************************************************************
 FG0027  DESIGNATION -  J 18
 FG0027  PID         -  FG0027
 FG0027  STATE/COUNTY-  AR/VAN BUREN
 FG0027  COUNTRY     -  US
 FG0027  USGS QUAD   -  SHIRLEY (2017)
 FG0027
 FG0027                         *CURRENT SURVEY CONTROL
 FG0027  ______________________________________________________________________
 FG0027* NAD 83(1986) POSITION- 35 39 32.     (N) 092 18 46.     (W)   SCALED
 FG0027* NAVD 88 ORTHO HEIGHT -   208.745 (meters)      684.86  (feet) ADJUSTED
 FG0027  ______________________________________________________________________
 FG0027  GEOID HEIGHT    -        -27.747 (meters)                     GEOID18
 FG0027  DYNAMIC HEIGHT  -        208.556 (meters)      684.24  (feet) COMP
 FG0027  MODELED GRAVITY -    979,724.7   (mgal)                       NAVD 88
 FG0027
 FG0027  VERT ORDER      -  SECOND    CLASS 0
 FG0027
 FG0027.The horizontal coordinates were scaled from a map and have
 FG0027.an estimated accuracy of +/- 6 seconds.
 FG0027
 FG0027.The orthometric height was determined by differential leveling and
 FG0027.adjusted by the NATIONAL GEODETIC SURVEY
 FG0027.in June 1991.
 FG0027
 FG0027.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0027.GEOID18 height accuracy estimate available here.
 FG0027
 FG0027.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV622463(NAD 83)
 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
 FG0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0027.See file dsdata.pdf to determine how the superseded data were derived.
 FG0027
 FG0027_MARKER: DB = BENCH MARK DISK
 FG0027_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FG0027_SP_SET: BUILDING
 FG0027_STAMPING: J 18 1932
 FG0027_MARK LOGO: CGS
 FG0027_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG0027
 FG0027  HISTORY     - Date     Condition        Report By
 FG0027  HISTORY     - 1932     MONUMENTED       CGS
 FG0027  HISTORY     - 1934     GOOD             CGS
 FG0027  HISTORY     - 1972     MARK NOT FOUND   USGS
 FG0027
 FG0027                          STATION DESCRIPTION
 FG0027
 FG0027'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DK1413 ***********************************************************************
 DK1413  DESIGNATION -  J 18 5
 DK1413  PID         -  DK1413
 DK1413  STATE/COUNTY-  AR/DREW
 DK1413  COUNTRY     -  US
 DK1413  USGS QUAD   -  COLLINS (2017)
 DK1413
 DK1413                         *CURRENT SURVEY CONTROL
 DK1413  ______________________________________________________________________
 DK1413* NAD 83(1986) POSITION- 33 31 52.     (N) 091 33 55.     (W)   SCALED
 DK1413* NAVD 88 ORTHO HEIGHT -    51.249 (meters)      168.14  (feet) ADJUSTED
 DK1413  ______________________________________________________________________
 DK1413  GEOID HEIGHT    -        -25.914 (meters)                     GEOID18
 DK1413  DYNAMIC HEIGHT  -         51.197 (meters)      167.97  (feet) COMP
 DK1413  MODELED GRAVITY -    979,608.9   (mgal)                       NAVD 88
 DK1413
 DK1413  VERT ORDER      -  SECOND    CLASS 0
 DK1413
 DK1413.The horizontal coordinates were scaled from a map and have
 DK1413.an estimated accuracy of +/- 6 seconds.
 DK1413
 DK1413.The orthometric height was determined by differential leveling and
 DK1413.adjusted by the NATIONAL GEODETIC SURVEY
 DK1413.in June 1991.
 DK1413
 DK1413.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1413.GEOID18 height accuracy estimate available here.
 DK1413
 DK1413.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT332110(NAD 83)
 DK1413
 DK1413                          SUPERSEDED SURVEY CONTROL
 DK1413
 DK1413  NGVD 29 (11/26/84)   51.360  (m)          168.50   (f) ADJUSTED    2 0
 DK1413
 DK1413.Superseded values are not recommended for survey control.
 DK1413
 DK1413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1413.See file dsdata.pdf to determine how the superseded data were derived.
 DK1413
 DK1413_MARKER: DD = SURVEY DISK
 DK1413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1413_STAMPING: J 18 5 1934
 DK1413_MARK LOGO: USACE
 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       USACE
 DK1413  HISTORY     - 1935     GOOD             CGS
 DK1413  HISTORY     - 20130701 MARK NOT FOUND   ARHD
 DK1413
 DK1413                          STATION DESCRIPTION
 DK1413
 DK1413'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 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.
 DK1413
 DK1413                          STATION RECOVERY (2013)
 DK1413
 DK1413'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (JDH)
 DK1413'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK1415 ***********************************************************************
 DK1415  DESIGNATION -  J 18 6
 DK1415  PID         -  DK1415
 DK1415  STATE/COUNTY-  AR/DREW
 DK1415  COUNTRY     -  US
 DK1415  USGS QUAD   -  COLLINS (2017)
 DK1415
 DK1415                         *CURRENT SURVEY CONTROL
 DK1415  ______________________________________________________________________
 DK1415* NAD 83(1986) POSITION- 33 31 58.     (N) 091 34 05.     (W)   SCALED
 DK1415* NAVD 88 ORTHO HEIGHT -    50.985 (meters)      167.27  (feet) ADJUSTED
 DK1415  ______________________________________________________________________
 DK1415  GEOID HEIGHT    -        -25.910 (meters)                     GEOID18
 DK1415  DYNAMIC HEIGHT  -         50.932 (meters)      167.10  (feet) COMP
 DK1415  MODELED GRAVITY -    979,609.2   (mgal)                       NAVD 88
 DK1415
 DK1415  VERT ORDER      -  SECOND    CLASS 0
 DK1415
 DK1415.The horizontal coordinates were scaled from a map and have
 DK1415.an estimated accuracy of +/- 6 seconds.
 DK1415
 DK1415.The orthometric height was determined by differential leveling and
 DK1415.adjusted by the NATIONAL GEODETIC SURVEY
 DK1415.in June 1991.
 DK1415
 DK1415.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1415.GEOID18 height accuracy estimate available here.
 DK1415
 DK1415.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT329112(NAD 83)
 DK1415
 DK1415                          SUPERSEDED SURVEY CONTROL
 DK1415
 DK1415  NGVD 29 (11/26/84)   51.095  (m)          167.63   (f) ADJUSTED    2 0
 DK1415
 DK1415.Superseded values are not recommended for survey control.
 DK1415
 DK1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1415.See file dsdata.pdf to determine how the superseded data were derived.
 DK1415
 DK1415_MARKER: DD = SURVEY DISK
 DK1415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1415_STAMPING: J 18 6
 DK1415_MARK LOGO: USACE
 DK1415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1415+STABILITY: SURFACE MOTION
 DK1415
 DK1415  HISTORY     - Date     Condition        Report By
 DK1415  HISTORY     - 1934     MONUMENTED       USACE
 DK1415  HISTORY     - 1935     GOOD             CGS
 DK1415  HISTORY     - 20130701 MARK NOT FOUND   ARHD
 DK1415
 DK1415                          STATION DESCRIPTION
 DK1415
 DK1415'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 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.
 DK1415
 DK1415                          STATION RECOVERY (2013)
 DK1415
 DK1415'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (JDH)
 DK1415'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0732 ***********************************************************************
 FF0732  DESIGNATION -  J 180
 FF0732  PID         -  FF0732
 FF0732  STATE/COUNTY-  AR/CRAIGHEAD
 FF0732  COUNTRY     -  US
 FF0732  USGS QUAD   -  JONESBORO (2017)
 FF0732
 FF0732                         *CURRENT SURVEY CONTROL
 FF0732  ______________________________________________________________________
 FF0732* NAD 83(1986) POSITION- 35 50 38.     (N) 090 42 45.     (W)   SCALED
 FF0732* NAVD 88 ORTHO HEIGHT -    91.846 (meters)      301.33  (feet) ADJUSTED
 FF0732  ______________________________________________________________________
 FF0732  GEOID HEIGHT    -        -27.817 (meters)                     GEOID18
 FF0732  DYNAMIC HEIGHT  -         91.768 (meters)      301.08  (feet) COMP
 FF0732  MODELED GRAVITY -    979,781.0   (mgal)                       NAVD 88
 FF0732
 FF0732  VERT ORDER      -  FIRST     CLASS II
 FF0732
 FF0732.The horizontal coordinates were scaled from a map and have
 FF0732.an estimated accuracy of +/- 6 seconds.
 FF0732
 FF0732.The orthometric height was determined by differential leveling and
 FF0732.adjusted by the NATIONAL GEODETIC SURVEY
 FF0732.in January 1995.
 FF0732
 FF0732.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0732.GEOID18 height accuracy estimate available here.
 FF0732
 FF0732.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV065690(NAD 83)
 FF0732
 FF0732                          SUPERSEDED SURVEY CONTROL
 FF0732
 FF0732  NAVD 88 (06/15/91)   91.839  (m)          301.31   (f) SUPERSEDED  1 2
 FF0732  NGVD 29 (10/05/93)   91.763  (m)          301.06   (f) ADJUSTED    1 2
 FF0732  NGVD 29 (??/??/87)   91.750  (m)          301.02   (f) SUPERSEDED  1 2
 FF0732
 FF0732.Superseded values are not recommended for survey control.
 FF0732
 FF0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0732.See file dsdata.pdf to determine how the superseded data were derived.
 FF0732
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1193 ***********************************************************************
 FF1193  DESIGNATION -  J 181
 FF1193  PID         -  FF1193
 FF1193  STATE/COUNTY-  AR/CROSS
 FF1193  COUNTRY     -  US
 FF1193  USGS QUAD   -  TILTON (2017)
 FF1193
 FF1193                         *CURRENT SURVEY CONTROL
 FF1193  ______________________________________________________________________
 FF1193* NAD 83(1986) POSITION- 35 22 20.     (N) 091 00 10.     (W)   SCALED
 FF1193* NAVD 88 ORTHO HEIGHT -    69.025 (meters)      226.46  (feet) ADJUSTED
 FF1193  ______________________________________________________________________
 FF1193  GEOID HEIGHT    -        -27.369 (meters)                     GEOID18
 FF1193  DYNAMIC HEIGHT  -         68.964 (meters)      226.26  (feet) COMP
 FF1193  MODELED GRAVITY -    979,747.5   (mgal)                       NAVD 88
 FF1193
 FF1193  VERT ORDER      -  FIRST     CLASS II
 FF1193
 FF1193.The horizontal coordinates were scaled from a map and have
 FF1193.an estimated accuracy of +/- 6 seconds.
 FF1193
 FF1193.The orthometric height was determined by differential leveling and
 FF1193.adjusted by the NATIONAL GEODETIC SURVEY
 FF1193.in June 1991.
 FF1193
 FF1193.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1193.GEOID18 height accuracy estimate available here.
 FF1193
 FF1193.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV814161(NAD 83)
 FF1193
 FF1193                          SUPERSEDED SURVEY CONTROL
 FF1193
 FF1193  NGVD 29 (11/26/84)   68.980  (m)          226.31   (f) ADJUSTED    1 2
 FF1193
 FF1193.Superseded values are not recommended for survey control.
 FF1193
 FF1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1193.See file dsdata.pdf to determine how the superseded data were derived.
 FF1193
 FF1193_MARKER: DB = BENCH MARK DISK
 FF1193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1193_STAMPING: J 181 1956
 FF1193_MARK LOGO: CGS
 FF1193_PROJECTION: PROJECTING 8 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0800 ***********************************************************************
 FF0800  DESIGNATION -  J 182
 FF0800  PID         -  FF0800
 FF0800  STATE/COUNTY-  AR/POINSETT
 FF0800  COUNTRY     -  US
 FF0800  USGS QUAD   -  HARRISBURG (2017)
 FF0800
 FF0800                         *CURRENT SURVEY CONTROL
 FF0800  ______________________________________________________________________
 FF0800* NAD 83(1986) POSITION- 35 30 56.7    (N) 090 43 38.2    (W)   HD_HELD2
 FF0800* NAVD 88 ORTHO HEIGHT -    84.952 (meters)      278.71  (feet) ADJUSTED
 FF0800  ______________________________________________________________________
 FF0800  GEOID HEIGHT    -        -27.561 (meters)                     GEOID18
 FF0800  DYNAMIC HEIGHT  -         84.877 (meters)      278.47  (feet) COMP
 FF0800  MODELED GRAVITY -    979,752.9   (mgal)                       NAVD 88
 FF0800
 FF0800  VERT ORDER      -  FIRST     CLASS II
 FF0800
 FF0800.The horizontal coordinates were established by autonomous hand held GPS
 FF0800.observations and have an estimated accuracy of +/- 10 meters.
 FF0800
 FF0800.The orthometric height was determined by differential leveling and
 FF0800.adjusted by the NATIONAL GEODETIC SURVEY
 FF0800.in June 1991.
 FF0800
 FF0800.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0800.GEOID18 height accuracy estimate available here.
 FF0800
 FF0800.Click photographs - Photos may exist for this station.
 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     -   131,925.      515,440.      MT  (+/- 10 meters HH2 GPS)
 FF0800
 FF0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV0609732615(NAD 83)
 FF0800
 FF0800                          SUPERSEDED SURVEY CONTROL
 FF0800
 FF0800  NGVD 29 (11/26/84)   84.897  (m)          278.53   (f) ADJUSTED    1 2
 FF0800
 FF0800.Superseded values are not recommended for survey control.
 FF0800
 FF0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0800.See file dsdata.pdf to determine how the superseded data were derived.
 FF0800
 FF0800_MARKER: DB = BENCH MARK DISK
 FF0800_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FF0800_SP_SET: BOX CULVERT
 FF0800_STAMPING: J 182 1956
 FF0800_MARK LOGO: CGS
 FF0800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0800+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0857 ***********************************************************************
 FF0857  DESIGNATION -  J 183
 FF0857  PID         -  FF0857
 FF0857  STATE/COUNTY-  AR/CRAIGHEAD
 FF0857  COUNTRY     -  US
 FF0857  USGS QUAD   -  HERMAN (2017)
 FF0857
 FF0857                         *CURRENT SURVEY CONTROL
 FF0857  ______________________________________________________________________
 FF0857* NAD 83(1986) POSITION- 35 45 49.     (N) 090 49 20.     (W)   SCALED
 FF0857* NAVD 88 ORTHO HEIGHT -    75.475 (meters)      247.62  (feet) ADJUSTED
 FF0857  ______________________________________________________________________
 FF0857  GEOID HEIGHT    -        -27.745 (meters)                     GEOID18
 FF0857  DYNAMIC HEIGHT  -         75.411 (meters)      247.41  (feet) COMP
 FF0857  MODELED GRAVITY -    979,780.7   (mgal)                       NAVD 88
 FF0857
 FF0857  VERT ORDER      -  FIRST     CLASS II
 FF0857
 FF0857.The horizontal coordinates were scaled from a map and have
 FF0857.an estimated accuracy of +/- 6 seconds.
 FF0857
 FF0857.The orthometric height was determined by differential leveling and
 FF0857.adjusted by the NATIONAL GEODETIC SURVEY
 FF0857.in June 1991.
 FF0857
 FF0857.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0857.GEOID18 height accuracy estimate available here.
 FF0857
 FF0857.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV968599(NAD 83)
 FF0857
 FF0857                          SUPERSEDED SURVEY CONTROL
 FF0857
 FF0857  NGVD 29 (11/26/84)   75.400  (m)          247.37   (f) ADJUSTED    1 2
 FF0857
 FF0857.Superseded values are not recommended for survey control.
 FF0857
 FF0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0857.See file dsdata.pdf to determine how the superseded data were derived.
 FF0857
 FF0857_MARKER: DB = BENCH MARK DISK
 FF0857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0857_STAMPING: J 183 1956
 FF0857_MARK LOGO: CGS
 FF0857_PROJECTION: PROJECTING 8 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0096 ***********************************************************************
 FF0096  DESIGNATION -  J 184
 FF0096  PID         -  FF0096
 FF0096  STATE/COUNTY-  AR/CRAIGHEAD
 FF0096  COUNTRY     -  US
 FF0096  USGS QUAD   -  LAKE CITY (2017)
 FF0096
 FF0096                         *CURRENT SURVEY CONTROL
 FF0096  ______________________________________________________________________
 FF0096* NAD 83(1986) POSITION- 35 50 01.     (N) 090 24 15.     (W)   SCALED
 FF0096* NAVD 88 ORTHO HEIGHT -    70.166 (meters)      230.20  (feet) POSTED
 FF0096  ______________________________________________________________________
 FF0096  GEOID HEIGHT    -        -28.028 (meters)                     GEOID18
 FF0096  DYNAMIC HEIGHT  -         70.11  (meters)      230.0   (feet) COMP
 FF0096  MODELED GRAVITY -    979,779.8   (mgal)                       NAVD 88
 FF0096
 FF0096  VERT ORDER      -  * POSTED, SEE BELOW
 FF0096
 FF0096.The horizontal coordinates were scaled from a 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
 FF0096.* This is a POSTED BENCH MARK height.
 FF0096
 FF0096.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0096.GEOID18 height accuracy estimate available here.
 FF0096
 FF0096.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV344686(NAD 83)
 FF0096
 FF0096                          SUPERSEDED SURVEY CONTROL
 FF0096
 FF0096  NGVD 29 (11/26/84)   70.121  (m)          230.06   (f) ADJUSTED    1 2
 FF0096
 FF0096.Superseded values are not recommended for survey control.
 FF0096
 FF0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0096.See file dsdata.pdf to determine how the superseded data were derived.
 FF0096
 FF0096_MARKER: DB = BENCH MARK DISK
 FF0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0096_STAMPING: J 184 1956
 FF0096_MARK LOGO: CGS
 FF0096_PROJECTION: PROJECTING 8 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0030 ***********************************************************************
 FF0030  HT_MOD      -  This is a Height Modernization Survey Station.
 FF0030  DESIGNATION -  J 185
 FF0030  PID         -  FF0030
 FF0030  STATE/COUNTY-  AR/MISSISSIPPI
 FF0030  COUNTRY     -  US
 FF0030  USGS QUAD   -  DELL (2017)
 FF0030
 FF0030                         *CURRENT SURVEY CONTROL
 FF0030  ______________________________________________________________________
 FF0030* NAD 83(2011) POSITION- 35 51 38.89472(N) 090 01 46.99692(W)   ADJUSTED
 FF0030* NAD 83(2011) ELLIP HT-    45.450 (meters)        (06/27/12)   ADJUSTED
 FF0030* NAD 83(2011) EPOCH   -  2010.00
 FF0030* NAVD 88 ORTHO HEIGHT -    73.43  (meters)      240.9   (feet) GPS OBS
 FF0030  ______________________________________________________________________
 FF0030  NAVD 88 orthometric height was determined with geoid model    GEOID03
 FF0030  GEOID HEIGHT    -        -27.929 (meters)                     GEOID03
 FF0030  GEOID HEIGHT    -        -27.961 (meters)                     GEOID18
 FF0030  NAD 83(2011) X  -     -2,684.508 (meters)                     COMP
 FF0030  NAD 83(2011) Y  - -5,175,097.990 (meters)                     COMP
 FF0030  NAD 83(2011) Z  -  3,715,712.132 (meters)                     COMP
 FF0030  LAPLACE CORR    -          0.16  (seconds)                    DEFLEC18
 FF0030
 FF0030  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FF0030  Standards:
 FF0030         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FF0030            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FF0030  -------------------------------------------------------------------
 FF0030  NETWORK    2.03   2.61           0.91   0.73   1.33      0.02896694
 FF0030  -------------------------------------------------------------------
 FF0030  Click here for local accuracies and other accuracy information.
 FF0030
 FF0030.The horizontal coordinates were established by GPS observations
 FF0030.and adjusted by the National Geodetic Survey in June 2012.
 FF0030
 FF0030.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FF0030.been affixed to the stable North American tectonic plate. See 
 FF0030.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FF0030
 FF0030.The horizontal coordinates are valid at the epoch date displayed above
 FF0030.which is a decimal equivalence of Year/Month/Day.
 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.
 FF0030
 FF0030.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0030.GEOID18 height accuracy estimate available here.
 FF0030
 FF0030.Click photographs - Photos may exist for this station.
 FF0030
 FF0030.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF0030
 FF0030.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF0030
 FF0030.The ellipsoidal height was determined by GPS observations
 FF0030.and is referenced to NAD 83.
 FF0030
 FF0030. The following values were computed from the NAD 83(2011) position.
 FF0030
 FF0030;                    North         East     Units Scale Factor Converg.
 FF0030;SPC AR N     -   171,241.782   577,938.038   MT  0.99994755   +1 08 47.4
 FF0030;SPC AR N     -   561,815.75  1,896,118.38   sFT  0.99994755   +1 08 47.4
 FF0030;UTM  15      - 3,972,584.628   768,211.797   MT  1.00048653   +1 44 27.9
 FF0030;UTM  16      - 3,972,749.470   226,419.046   MT  1.00052238   -1 46 33.5
 FF0030
 FF0030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF0030!SPC AR N     -   0.99999287  x   0.99994755  =   0.99994042
 FF0030!UTM  15      -   0.99999287  x   1.00048653  =   1.00047939
 FF0030!UTM  16      -   0.99999287  x   1.00052238  =   1.00051524
 FF0030
 FF0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6821172584(NAD 83)
 FF0030
 FF0030                          SUPERSEDED SURVEY CONTROL
 FF0030
 FF0030  NAD 83(2007)-  35 51 38.89476(N)    090 01 46.99789(W) AD(2002.00) 0
 FF0030  ELLIP H (02/10/07)   45.475  (m)                       GP(2002.00)    
 FF0030  NAD 83(1997)-  35 51 38.89432(N)    090 01 46.99820(W) AD(       ) 1
 FF0030  ELLIP H (05/31/05)   45.484  (m)                       GP(       ) 4 2
 FF0030  NAVD 88 (06/15/91)   73.387  (m)          240.77   (f) ADJUSTED    1 2
 FF0030  NGVD 29 (11/26/84)   73.357  (m)          240.67   (f) ADJUSTED    1 2
 FF0030
 FF0030.Superseded values are not recommended for survey control.
 FF0030
 FF0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0030.See file dsdata.pdf to determine how the superseded data were derived.
 FF0030
 FF0030_MARKER: DB = BENCH MARK DISK
 FF0030_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FF0030_SP_SET: CULVERT HEADWALL
 FF0030_STAMPING: J 185 1956
 FF0030_MARK LOGO: CGS
 FF0030_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0030+STABILITY: SURFACE MOTION
 FF0030_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0030+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2007
 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  HISTORY     - 20070710 GOOD             USACE
 FF0030  HISTORY     - 20110711 MARK NOT FOUND   USACEM
 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.
 FF0030
 FF0030                          STATION RECOVERY (2007)
 FF0030
 FF0030'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2007 (JMH)
 FF0030'RECOVERED IN GOOD CONDITION.
 FF0030
 FF0030                          STATION RECOVERY (2011)
 FF0030
 FF0030'RECOVERY NOTE BY COE MEMPHIS 2011 (SRW)
 FF0030'MARK NOT FOUND. LIKELY DESTROYED DUE TO THE WIDENING OF HWY 18.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0811 ***********************************************************************
 FF0811  DESIGNATION -  J 186
 FF0811  PID         -  FF0811
 FF0811  STATE/COUNTY-  AR/CRAIGHEAD
 FF0811  COUNTRY     -  US
 FF0811  USGS QUAD   -  NEEDHAM (2017)
 FF0811
 FF0811                         *CURRENT SURVEY CONTROL
 FF0811  ______________________________________________________________________
 FF0811* NAD 83(1986) POSITION- 35 49 07.     (N) 090 32 07.     (W)   SCALED
 FF0811* NAVD 88 ORTHO HEIGHT -    71.733 (meters)      235.34  (feet) POSTED
 FF0811  ______________________________________________________________________
 FF0811  GEOID HEIGHT    -        -27.945 (meters)                     GEOID18
 FF0811  DYNAMIC HEIGHT  -         71.67  (meters)      235.1   (feet) COMP
 FF0811  MODELED GRAVITY -    979,781.8   (mgal)                       NAVD 88
 FF0811
 FF0811  VERT ORDER      -  * POSTED, SEE BELOW
 FF0811
 FF0811.The horizontal coordinates were scaled from a 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
 FF0811.* This is a POSTED BENCH MARK height.
 FF0811
 FF0811.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0811.GEOID18 height accuracy estimate available here.
 FF0811
 FF0811.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV226666(NAD 83)
 FF0811
 FF0811                          SUPERSEDED SURVEY CONTROL
 FF0811
 FF0811  NGVD 29 (11/26/84)   71.665  (m)          235.12   (f) ADJUSTED    1 2
 FF0811
 FF0811.Superseded values are not recommended for survey control.
 FF0811
 FF0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0811.See file dsdata.pdf to determine how the superseded data were derived.
 FF0811
 FF0811_MARKER: DB = BENCH MARK DISK
 FF0811_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FF0811_STAMPING: J 186 1956
 FF0811_MARK LOGO: CGS
 FF0811_MAGNETIC: I = MARKER IS A STEEL ROD
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0155 ***********************************************************************
 GE0155  DESIGNATION -  J 187
 GE0155  PID         -  GE0155
 GE0155  STATE/COUNTY-  AR/GREENE
 GE0155  COUNTRY     -  US
 GE0155  USGS QUAD   -  PARAGOULD EAST (2017)
 GE0155
 GE0155                         *CURRENT SURVEY CONTROL
 GE0155  ______________________________________________________________________
 GE0155* NAD 83(1986) POSITION- 36 02 25.     (N) 090 29 05.     (W)   SCALED
 GE0155* NAVD 88 ORTHO HEIGHT -    80.262 (meters)      263.33  (feet) ADJUSTED
 GE0155  ______________________________________________________________________
 GE0155  GEOID HEIGHT    -        -28.218 (meters)                     GEOID18
 GE0155  DYNAMIC HEIGHT  -         80.195 (meters)      263.11  (feet) COMP
 GE0155  MODELED GRAVITY -    979,792.6   (mgal)                       NAVD 88
 GE0155
 GE0155  VERT ORDER      -  FIRST     CLASS II
 GE0155
 GE0155.The horizontal coordinates were scaled from a map and have
 GE0155.an estimated accuracy of +/- 6 seconds.
 GE0155
 GE0155.The orthometric height was determined by differential leveling and
 GE0155.adjusted by the NATIONAL GEODETIC SURVEY
 GE0155.in June 1991.
 GE0155
 GE0155.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0155.GEOID18 height accuracy estimate available here.
 GE0155
 GE0155.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV266913(NAD 83)
 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
 GE0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0155.See file dsdata.pdf to determine how the superseded data were derived.
 GE0155
 GE0155_MARKER: DB = BENCH MARK DISK
 GE0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0155_STAMPING: J 187 1956
 GE0155_MARK LOGO: CGS
 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  HISTORY     - 20081021 MARK NOT FOUND   ARHD
 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.
 GE0155
 GE0155                          STATION RECOVERY (2008)
 GE0155
 GE0155'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2008 (WDA)
 GE0155'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GE0079 ***********************************************************************
 GE0079  DESIGNATION -  J 188
 GE0079  PID         -  GE0079
 GE0079  STATE/COUNTY-  AR/CLAY
 GE0079  COUNTRY     -  US
 GE0079  USGS QUAD   -  GREENWAY (2017)
 GE0079
 GE0079                         *CURRENT SURVEY CONTROL
 GE0079  ______________________________________________________________________
 GE0079* NAD 83(1986) POSITION- 36 19 06.     (N) 090 14 19.     (W)   SCALED
 GE0079* NAVD 88 ORTHO HEIGHT -    87.444 (meters)      286.89  (feet) ADJUSTED
 GE0079  ______________________________________________________________________
 GE0079  GEOID HEIGHT    -        -28.546 (meters)                     GEOID18
 GE0079  DYNAMIC HEIGHT  -         87.372 (meters)      286.65  (feet) COMP
 GE0079  MODELED GRAVITY -    979,811.5   (mgal)                       NAVD 88
 GE0079
 GE0079  VERT ORDER      -  FIRST     CLASS II
 GE0079
 GE0079.The horizontal coordinates were scaled from a map and have
 GE0079.an estimated accuracy of +/- 6 seconds.
 GE0079
 GE0079.The orthometric height was determined by differential leveling and
 GE0079.adjusted by the NATIONAL GEODETIC SURVEY
 GE0079.in June 1991.
 GE0079
 GE0079.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0079.GEOID18 height accuracy estimate available here.
 GE0079
 GE0079.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA479227(NAD 83)
 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
 GE0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0079.See file dsdata.pdf to determine how the superseded data were derived.
 GE0079
 GE0079_MARKER: DB = BENCH MARK DISK
 GE0079_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GE0079_SP_SET: PIER
 GE0079_STAMPING: J 188 1956
 GE0079_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FE1841 ***********************************************************************
 FE1841  DESIGNATION -  J 189
 FE1841  PID         -  FE1841
 FE1841  STATE/COUNTY-  AR/MISSISSIPPI
 FE1841  COUNTRY     -  US
 FE1841  USGS QUAD   -  BLYTHEVILLE (2017)
 FE1841
 FE1841                         *CURRENT SURVEY CONTROL
 FE1841  ______________________________________________________________________
 FE1841* NAD 83(2011) POSITION- 35 56 47.32110(N) 089 57 14.11599(W)   ADJUSTED
 FE1841* NAD 83(2011) ELLIP HT-    48.928 (meters)        (06/27/12)   ADJUSTED
 FE1841* NAD 83(2011) EPOCH   -  2010.00
 FE1841* NAVD 88 ORTHO HEIGHT -    77.085 (meters)      252.90  (feet) ADJUSTED
 FE1841  ______________________________________________________________________
 FE1841  GEOID HEIGHT    -        -28.149 (meters)                     GEOID18
 FE1841  NAD 83(2011) X  -      4,157.480 (meters)                     COMP
 FE1841  NAD 83(2011) Y  - -5,169,525.159 (meters)                     COMP
 FE1841  NAD 83(2011) Z  -  3,723,414.249 (meters)                     COMP
 FE1841  LAPLACE CORR    -         -0.10  (seconds)                    DEFLEC18
 FE1841  DYNAMIC HEIGHT  -         77.021 (meters)      252.69  (feet) COMP
 FE1841  MODELED GRAVITY -    979,791.3   (mgal)                       NAVD 88
 FE1841
 FE1841  VERT ORDER      -  SECOND    CLASS I
 FE1841
 FE1841  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FE1841  Standards:
 FE1841         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FE1841            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FE1841  -------------------------------------------------------------------
 FE1841  NETWORK    1.00   1.76           0.43   0.39   0.90     -0.08122267
 FE1841  -------------------------------------------------------------------
 FE1841  Click here for local accuracies and other accuracy information.
 FE1841
 FE1841.The horizontal coordinates were established by GPS observations
 FE1841.and adjusted by the National Geodetic Survey in June 2012.
 FE1841
 FE1841.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FE1841.been affixed to the stable North American tectonic plate. See 
 FE1841.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FE1841
 FE1841.The horizontal coordinates are valid at the epoch date displayed above
 FE1841.which is a decimal equivalence of Year/Month/Day.
 FE1841
 FE1841.The orthometric height was determined by differential leveling and
 FE1841.adjusted by the NATIONAL GEODETIC SURVEY
 FE1841.in September 2024.
 FE1841
 FE1841.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE1841.GEOID18 height accuracy estimate available here.
 FE1841
 FE1841.Click photographs - Photos may exist for this station.
 FE1841
 FE1841.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE1841
 FE1841.The Laplace correction was computed from DEFLEC18 derived deflections.
 FE1841
 FE1841.The ellipsoidal height was determined by GPS observations
 FE1841.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 FE1841
 FE1841;                    North         East     Units Scale Factor Converg.
 FE1841;SPC AR N     -   180,885.034   584,585.161   MT  0.99995586   +1 11 26.2
 FE1841;SPC AR N     -   593,453.65  1,917,926.48   sFT  0.99995586   +1 11 26.2
 FE1841;UTM  16      - 3,982,046.161   233,553.345   MT  1.00047488   -1 44 06.2
 FE1841;UTM  15      - 3,982,301.977   774,761.796   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  =   1.00046720
 FE1841!UTM  15      -   0.99999232  x   1.00053035  =   1.00052267
 FE1841
 FE1841_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3355382046(NAD 83)
 FE1841
 FE1841                          SUPERSEDED SURVEY CONTROL
 FE1841
 FE1841  NAD 83(2007)-  35 56 47.32113(N)    089 57 14.11692(W) AD(2002.00) 0
 FE1841  ELLIP H (02/10/07)   48.955  (m)                       GP(2002.00)    
 FE1841  NAD 83(1997)-  35 56 47.32098(N)    089 57 14.11665(W) AD(       ) 1
 FE1841  ELLIP H (05/31/05)   48.961  (m)                       GP(       ) 4 2
 FE1841  NAVD 88              77.07   (m)          252.9    (f) LEVELING    3  
 FE1841  NAVD 88 (06/15/91)   77.074  (m)          252.87   (f) SUPERSEDED  1 2
 FE1841  NGVD 29 (11/26/84)   77.025  (m)          252.71   (f) ADJUSTED    1 2
 FE1841
 FE1841.Superseded values are not recommended for survey control.
 FE1841
 FE1841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1841.See file dsdata.pdf to determine how the superseded data were derived.
 FE1841
 FE1841_MARKER: DB = BENCH MARK DISK
 FE1841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1841_STAMPING: J 189 1956
 FE1841_MARK LOGO: CGS
 FE1841_PROJECTION: PROJECTING 46 CENTIMETERS
 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 23, 2024
 FE1841
 FE1841  HISTORY     - Date     Condition        Report By
 FE1841  HISTORY     - 1956     MONUMENTED       CGS
 FE1841  HISTORY     - 20020329 GOOD             USACE
 FE1841  HISTORY     - 20030716 GOOD             EMCINC
 FE1841  HISTORY     - 20080414 GOOD             USACE
 FE1841  HISTORY     - 20130604 GOOD             ARCENG
 FE1841  HISTORY     - 20240723 GOOD             ARHD
 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
 FE1841
 FE1841                          STATION RECOVERY (2008)
 FE1841
 FE1841'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2008 (DLB)
 FE1841'RECOVERED IN GOOD CONDITION.
 FE1841
 FE1841                          STATION RECOVERY (2013)
 FE1841
 FE1841'RECOVERY NOTE BY ARCHER ENGINEERING 2013 (MSA)
 FE1841'RECOVERED AS DESCRIBED
 FE1841
 FE1841                          STATION RECOVERY (2024)
 FE1841
 FE1841'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (JDH)
 FE1841'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0851 ***********************************************************************
 FG0851  DESIGNATION -  J 19
 FG0851  PID         -  FG0851
 FG0851  STATE/COUNTY-  AR/JOHNSON
 FG0851  COUNTRY     -  US
 FG0851  USGS QUAD   -  OZONE (2017)
 FG0851
 FG0851                         *CURRENT SURVEY CONTROL
 FG0851  ______________________________________________________________________
 FG0851* NAD 83(1986) POSITION- 35 39 43.     (N) 093 27 05.     (W)   SCALED
 FG0851* NAVD 88 ORTHO HEIGHT -   557.736 (meters)     1829.84  (feet) ADJUSTED
 FG0851  ______________________________________________________________________
 FG0851  GEOID HEIGHT    -        -28.302 (meters)                     GEOID18
 FG0851  DYNAMIC HEIGHT  -        557.196 (meters)     1828.07  (feet) COMP
 FG0851  MODELED GRAVITY -    979,647.4   (mgal)                       NAVD 88
 FG0851
 FG0851  VERT ORDER      -  SECOND    CLASS 0
 FG0851
 FG0851.The horizontal coordinates were scaled from a map and have
 FG0851.an estimated accuracy of +/- 6 seconds.
 FG0851
 FG0851.The orthometric height was determined by differential leveling and
 FG0851.adjusted by the NATIONAL GEODETIC SURVEY
 FG0851.in June 1991.
 FG0851
 FG0851.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0851.GEOID18 height accuracy estimate available here.
 FG0851
 FG0851.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV591465(NAD 83)
 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
 FG0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0851.See file dsdata.pdf to determine how the superseded data were derived.
 FG0851
 FG0851_MARKER: DB = BENCH MARK DISK
 FG0851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0851_STAMPING: J 19 1932
 FG0851_MARK LOGO: CGS
 FG0851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0851+STABILITY: SURFACE MOTION
 FG0851
 FG0851  HISTORY     - Date     Condition        Report By
 FG0851  HISTORY     - 1932     MONUMENTED       CGS
 FG0851  HISTORY     - 1935     GOOD             CGS
 FG0851  HISTORY     - 1972     MARK NOT FOUND   NGS
 FG0851
 FG0851                          STATION DESCRIPTION
 FG0851
 FG0851'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG0852 ***********************************************************************
 FG0852  DESIGNATION -  J 19 RESET
 FG0852  PID         -  FG0852
 FG0852  STATE/COUNTY-  AR/JOHNSON
 FG0852  COUNTRY     -  US
 FG0852  USGS QUAD   -  OZONE (2017)
 FG0852
 FG0852                         *CURRENT SURVEY CONTROL
 FG0852  ______________________________________________________________________
 FG0852* NAD 83(1986) POSITION- 35 39 43.     (N) 093 27 04.     (W)   SCALED
 FG0852* NAVD 88 ORTHO HEIGHT -   556.89  (meters)     1827.1   (feet) RESET
 FG0852  ______________________________________________________________________
 FG0852  GEOID HEIGHT    -        -28.302 (meters)                     GEOID18
 FG0852  VERT ORDER      -  THIRD
 FG0852
 FG0852.The horizontal coordinates were scaled from a map and have
 FG0852.an estimated accuracy of +/- 6 seconds.
 FG0852
 FG0852.The orthometric height was computed from unverified reset data.
 FG0852
 FG0852.No vertical observational check was made to the station.
 FG0852
 FG0852.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0852.GEOID18 height accuracy estimate available here.
 FG0852
 FG0852.Click photographs - Photos may exist for this station.
 FG0852
 FG0852;                    North         East    Units  Estimated Accuracy
 FG0852;SPC AR N     -   148,370.      268,620.      MT  (+/- 180 meters Scaled)
 FG0852
 FG0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV591465(NAD 83)
 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
 FG0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0852.See file dsdata.pdf to determine how the superseded data were derived.
 FG0852
 FG0852_MARKER: DB = BENCH MARK DISK
 FG0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0852_STAMPING: J 19 RESET 1961
 FG0852_MARK LOGO: CGS
 FG0852_PROJECTION: PROJECTING 8 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0223 ***********************************************************************
 GE0223  DESIGNATION -  J 190
 GE0223  PID         -  GE0223
 GE0223  STATE/COUNTY-  AR/CLAY
 GE0223  COUNTRY     -  US
 GE0223  USGS QUAD   -  KNOBEL (2017)
 GE0223
 GE0223                         *CURRENT SURVEY CONTROL
 GE0223  ______________________________________________________________________
 GE0223* NAD 83(1986) POSITION- 36 18 11.     (N) 090 35 46.     (W)   SCALED
 GE0223* NAVD 88 ORTHO HEIGHT -    85.516 (meters)      280.56  (feet) ADJUSTED
 GE0223  ______________________________________________________________________
 GE0223  GEOID HEIGHT    -        -28.466 (meters)                     GEOID18
 GE0223  DYNAMIC HEIGHT  -         85.447 (meters)      280.34  (feet) COMP
 GE0223  MODELED GRAVITY -    979,823.5   (mgal)                       NAVD 88
 GE0223
 GE0223  VERT ORDER      -  FIRST     CLASS II
 GE0223
 GE0223.The horizontal coordinates were scaled from a map and have
 GE0223.an estimated accuracy of +/- 6 seconds.
 GE0223
 GE0223.The orthometric height was determined by differential leveling and
 GE0223.adjusted by the NATIONAL GEODETIC SURVEY
 GE0223.in June 1991.
 GE0223
 GE0223.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0223.GEOID18 height accuracy estimate available here.
 GE0223
 GE0223.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA158202(NAD 83)
 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
 GE0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0223.See file dsdata.pdf to determine how the superseded data were derived.
 GE0223
 GE0223_MARKER: DB = BENCH MARK DISK
 GE0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0223_STAMPING: J 190 1956
 GE0223_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 DL0383 ***********************************************************************
 DL0383  DESIGNATION -  J 192 X
 DL0383  PID         -  DL0383
 DL0383  STATE/COUNTY-  AR/CLARK
 DL0383  COUNTRY     -  US
 DL0383  USGS QUAD   -  CURTIS (2017)
 DL0383
 DL0383                         *CURRENT SURVEY CONTROL
 DL0383  ______________________________________________________________________
 DL0383* NAD 83(1986) POSITION- 33 59 50.94   (N) 093 05 53.28   (W)   HD_HELD1
 DL0383* NAVD 88 ORTHO HEIGHT -    59.463 (meters)      195.09  (feet) ADJUSTED
 DL0383  ______________________________________________________________________
 DL0383  GEOID HEIGHT    -        -26.747 (meters)                     GEOID18
 DL0383  DYNAMIC HEIGHT  -         59.403 (meters)      194.89  (feet) COMP
 DL0383  MODELED GRAVITY -    979,629.2   (mgal)                       NAVD 88
 DL0383
 DL0383  VERT ORDER      -  FIRST     CLASS II
 DL0383
 DL0383.The horizontal coordinates were determined by differentially corrected
 DL0383.hand held GPS observations or other comparable positioning techniques
 DL0383.and have an estimated accuracy of +/- 3 meters.
 DL0383
 DL0383.The orthometric height was determined by differential leveling and
 DL0383.adjusted by the NATIONAL GEODETIC SURVEY
 DL0383.in June 1991.
 DL0383
 DL0383.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0383.GEOID18 height accuracy estimate available here.
 DL0383
 DL0383.Click photographs - Photos may exist for this station.
 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     -   548,147.8     298,556.4     MT  (+/- 3 meters HH1 GPS) 
 DL0383
 DL0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT9093761881(NAD 83)
 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
 DL0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0383.See file dsdata.pdf to determine how the superseded data were derived.
 DL0383
 DL0383_MARKER: DB = BENCH MARK DISK
 DL0383_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DL0383+WITH SETTING: PAVEMENT
 DL0383_SP_SET: SIGN FOUNDATION
 DL0383_STAMPING: J 192 X 1959
 DL0383_MARK LOGO: CGS
 DL0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0383+STABILITY: SURFACE MOTION
 DL0383_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL0383+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2016
 DL0383
 DL0383  HISTORY     - Date     Condition        Report By
 DL0383  HISTORY     - 1959     MONUMENTED       CGS
 DL0383  HISTORY     - 1960     GOOD             CGS
 DL0383  HISTORY     - 19890901 GOOD             NGS
 DL0383  HISTORY     - 20160120 GOOD             ARHD
 DL0383
 DL0383                          STATION DESCRIPTION
 DL0383
 DL0383'DESCRIBED BY COAST AND 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.
 DL0383
 DL0383                          STATION RECOVERY (2016)
 DL0383
 DL0383'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (BAB)
 DL0383'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0309 ***********************************************************************
 DL0309  DESIGNATION -  J 193 X
 DL0309  PID         -  DL0309
 DL0309  STATE/COUNTY-  AR/OUACHITA
 DL0309  COUNTRY     -  US
 DL0309  USGS QUAD   -  CAMDEN SW (2017)
 DL0309
 DL0309                         *CURRENT SURVEY CONTROL
 DL0309  ______________________________________________________________________
 DL0309* NAD 83(1986) POSITION- 33 37 04.     (N) 092 53 05.     (W)   SCALED
 DL0309* NAVD 88 ORTHO HEIGHT -    35.214 (meters)      115.53  (feet) ADJUSTED
 DL0309  ______________________________________________________________________
 DL0309  GEOID HEIGHT    -        -26.333 (meters)                     GEOID18
 DL0309  DYNAMIC HEIGHT  -         35.178 (meters)      115.41  (feet) COMP
 DL0309  MODELED GRAVITY -    979,605.6   (mgal)                       NAVD 88
 DL0309
 DL0309  VERT ORDER      -  FIRST     CLASS II
 DL0309
 DL0309.The horizontal coordinates were scaled from a map and have
 DL0309.an estimated accuracy of +/- 6 seconds.
 DL0309
 DL0309.The orthometric height was determined by differential leveling and
 DL0309.adjusted by the NATIONAL GEODETIC SURVEY
 DL0309.in June 1991.
 DL0309
 DL0309.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0309.GEOID18 height accuracy estimate available here.
 DL0309
 DL0309.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT106197(NAD 83)
 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
 DL0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0309.See file dsdata.pdf to determine how the superseded data were derived.
 DL0309
 DL0309_MARKER: DB = BENCH MARK DISK
 DL0309_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL0309_SP_SET: BOX CULVERT HEADWALL
 DL0309_STAMPING: J 193 X 1959
 DL0309_MARK LOGO: CGS
 DL0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0309+STABILITY: SURFACE MOTION
 DL0309
 DL0309  HISTORY     - Date     Condition        Report By
 DL0309  HISTORY     - 1959     MONUMENTED       CGS
 DL0309  HISTORY     - 1960     GOOD             CGS
 DL0309  HISTORY     - 1964     GOOD             CGS
 DL0309
 DL0309                          STATION DESCRIPTION
 DL0309
 DL0309'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1964
 DL0309'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0326 ***********************************************************************
 DL0326  DESIGNATION -  J 196
 DL0326  PID         -  DL0326
 DL0326  STATE/COUNTY-  AR/OUACHITA
 DL0326  COUNTRY     -  US
 DL0326  USGS QUAD   -  CAMDEN (2017)
 DL0326
 DL0326                         *CURRENT SURVEY CONTROL
 DL0326  ______________________________________________________________________
 DL0326* NAD 83(1986) POSITION- 33 32 45.     (N) 092 48 53.     (W)   SCALED
 DL0326* NAVD 88 ORTHO HEIGHT -    34.736 (meters)      113.96  (feet) ADJUSTED
 DL0326  ______________________________________________________________________
 DL0326  GEOID HEIGHT    -        -26.282 (meters)                     GEOID18
 DL0326  DYNAMIC HEIGHT  -         34.700 (meters)      113.84  (feet) COMP
 DL0326  MODELED GRAVITY -    979,601.1   (mgal)                       NAVD 88
 DL0326
 DL0326  VERT ORDER      -  FIRST     CLASS II
 DL0326
 DL0326.The horizontal coordinates were scaled from a map and have
 DL0326.an estimated accuracy of +/- 6 seconds.
 DL0326
 DL0326.The orthometric height was determined by differential leveling and
 DL0326.adjusted by the NATIONAL GEODETIC SURVEY
 DL0326.in June 1991.
 DL0326
 DL0326.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0326.GEOID18 height accuracy estimate available here.
 DL0326
 DL0326.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT172118(NAD 83)
 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
 DL0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0326.See file dsdata.pdf to determine how the superseded data were derived.
 DL0326
 DL0326_MARKER: DB = BENCH MARK DISK
 DL0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0326_STAMPING: J 196 1960
 DL0326_MARK LOGO: CGS
 DL0326_PROJECTION: PROJECTING 18 CENTIMETERS
 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             CGS
 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DL0424 ***********************************************************************
 DL0424  DESIGNATION -  J 197
 DL0424  PID         -  DL0424
 DL0424  STATE/COUNTY-  AR/CLARK
 DL0424  COUNTRY     -  US
 DL0424  USGS QUAD   -  GURDON (2017)
 DL0424
 DL0424                         *CURRENT SURVEY CONTROL
 DL0424  ______________________________________________________________________
 DL0424* NAD 83(1986) POSITION- 33 55 27.     (N) 093 09 37.     (W)   SCALED
 DL0424* NAVD 88 ORTHO HEIGHT -    65.738 (meters)      215.68  (feet) ADJUSTED
 DL0424  ______________________________________________________________________
 DL0424  GEOID HEIGHT    -        -26.724 (meters)                     GEOID18
 DL0424  DYNAMIC HEIGHT  -         65.672 (meters)      215.46  (feet) COMP
 DL0424  MODELED GRAVITY -    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 map and have
 DL0424.an estimated accuracy of +/- 6 seconds.
 DL0424
 DL0424.The orthometric height was determined by differential leveling and
 DL0424.adjusted by the NATIONAL GEODETIC SURVEY
 DL0424.in June 1991.
 DL0424
 DL0424.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0424.GEOID18 height accuracy estimate available here.
 DL0424
 DL0424.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT851537(NAD 83)
 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
 DL0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0424.See file dsdata.pdf to determine how the superseded data were derived.
 DL0424
 DL0424_MARKER: DB = BENCH MARK DISK
 DL0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0424_STAMPING: J 197 1960
 DL0424_MARK LOGO: CGS
 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             CGS
 DL0424  HISTORY     - 19980426 MARK NOT FOUND   USPSQD
 DL0424
 DL0424                          STATION DESCRIPTION
 DL0424
 DL0424'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DL0216 ***********************************************************************
 DL0216  DESIGNATION -  J 198
 DL0216  PID         -  DL0216
 DL0216  STATE/COUNTY-  AR/OUACHITA
 DL0216  COUNTRY     -  US
 DL0216  USGS QUAD   -  SMACKOVER (2017)
 DL0216
 DL0216                         *CURRENT SURVEY CONTROL
 DL0216  ______________________________________________________________________
 DL0216* NAD 83(1986) POSITION- 33 21 58.     (N) 092 38 50.     (W)   SCALED
 DL0216* NAVD 88 ORTHO HEIGHT -    28.968 (meters)       95.04  (feet) ADJUSTED
 DL0216  ______________________________________________________________________
 DL0216  GEOID HEIGHT    -        -26.280 (meters)                     GEOID18
 DL0216  DYNAMIC HEIGHT  -         28.938 (meters)       94.94  (feet) COMP
 DL0216  MODELED GRAVITY -    979,585.4   (mgal)                       NAVD 88
 DL0216
 DL0216  VERT ORDER      -  FIRST     CLASS II
 DL0216
 DL0216.The horizontal coordinates were scaled from a map and have
 DL0216.an estimated accuracy of +/- 6 seconds.
 DL0216
 DL0216.The orthometric height was determined by differential leveling and
 DL0216.adjusted by the NATIONAL GEODETIC SURVEY
 DL0216.in June 1991.
 DL0216
 DL0216.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0216.GEOID18 height accuracy estimate available here.
 DL0216
 DL0216.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS328919(NAD 83)
 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
 DL0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0216.See file dsdata.pdf to determine how the superseded data were derived.
 DL0216
 DL0216_MARKER: DB = BENCH MARK DISK
 DL0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0216_STAMPING: J 198 1960
 DL0216_MARK LOGO: CGS
 DL0216_PROJECTION: PROJECTING 13 CENTIMETERS
 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             CGS
 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 COAST AND GEODETIC SURVEY 1964
 DL0216'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0837 ***********************************************************************
 DL0837  DESIGNATION -  J 199
 DL0837  PID         -  DL0837
 DL0837  STATE/COUNTY-  AR/LAFAYETTE
 DL0837  COUNTRY     -  US
 DL0837  USGS QUAD   -  BRADLEY (2017)
 DL0837
 DL0837                         *CURRENT SURVEY CONTROL
 DL0837  ______________________________________________________________________
 DL0837* NAD 83(1986) POSITION- 33 06 35.     (N) 093 40 56.     (W)   SCALED
 DL0837* NAVD 88 ORTHO HEIGHT -    75.335 (meters)      247.16  (feet) ADJUSTED
 DL0837  ______________________________________________________________________
 DL0837  GEOID HEIGHT    -        -26.487 (meters)                     GEOID18
 DL0837  DYNAMIC HEIGHT  -         75.253 (meters)      246.89  (feet) COMP
 DL0837  MODELED GRAVITY -    979,551.0   (mgal)                       NAVD 88
 DL0837
 DL0837  VERT ORDER      -  FIRST     CLASS II
 DL0837
 DL0837.The horizontal coordinates were scaled from a map and have
 DL0837.an estimated accuracy of +/- 6 seconds.
 DL0837
 DL0837.The orthometric height was determined by differential leveling and
 DL0837.adjusted by the NATIONAL GEODETIC SURVEY
 DL0837.in June 1991.
 DL0837
 DL0837.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0837.GEOID18 height accuracy estimate available here.
 DL0837
 DL0837.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS363636(NAD 83)
 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
 DL0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0837.See file dsdata.pdf to determine how the superseded data were derived.
 DL0837
 DL0837_MARKER: DB = BENCH MARK DISK
 DL0837_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL0837_SP_SET: CULVERT HEADWALL
 DL0837_STAMPING: J 199 1960
 DL0837_MARK LOGO: CGS
 DL0837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0837+STABILITY: SURFACE MOTION
 DL0837
 DL0837  HISTORY     - Date     Condition        Report By
 DL0837  HISTORY     - 1960     MONUMENTED       CGS
 DL0837  HISTORY     - 1963     GOOD             CGS
 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 COAST AND GEODETIC SURVEY 1963
 DL0837'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0117 ***********************************************************************
 DL0117  DESIGNATION -  J 200
 DL0117  PID         -  DL0117
 DL0117  STATE/COUNTY-  AR/UNION
 DL0117  COUNTRY     -  US
 DL0117  USGS QUAD   -  NEW UNION (2017)
 DL0117
 DL0117                         *CURRENT SURVEY CONTROL
 DL0117  ______________________________________________________________________
 DL0117* NAD 83(1986) POSITION- 33 09 15.     (N) 092 14 29.     (W)   SCALED
 DL0117* NAVD 88 ORTHO HEIGHT -    33.603 (meters)      110.25  (feet) ADJUSTED
 DL0117  ______________________________________________________________________
 DL0117  GEOID HEIGHT    -        -26.132 (meters)                     GEOID18
 DL0117  DYNAMIC HEIGHT  -         33.567 (meters)      110.13  (feet) COMP
 DL0117  MODELED GRAVITY -    979,565.2   (mgal)                       NAVD 88
 DL0117
 DL0117  VERT ORDER      -  FIRST     CLASS II
 DL0117
 DL0117.The horizontal coordinates were scaled from a map and have
 DL0117.an estimated accuracy of +/- 6 seconds.
 DL0117
 DL0117.The orthometric height was determined by differential leveling and
 DL0117.adjusted by the NATIONAL GEODETIC SURVEY
 DL0117.in June 1991.
 DL0117
 DL0117.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0117.GEOID18 height accuracy estimate available here.
 DL0117
 DL0117.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS707686(NAD 83)
 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
 DL0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0117.See file dsdata.pdf to determine how the superseded data were derived.
 DL0117
 DL0117_MARKER: DB = BENCH MARK DISK
 DL0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0117_STAMPING: J 200 1960
 DL0117_MARK LOGO: CGS
 DL0117_PROJECTION: PROJECTING 13 CENTIMETERS
 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             CGS
 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DL0256 ***********************************************************************
 DL0256  DESIGNATION -  J 201
 DL0256  PID         -  DL0256
 DL0256  STATE/COUNTY-  AR/UNION
 DL0256  COUNTRY     -  US
 DL0256  USGS QUAD   -  EL DORADO EAST (2017)
 DL0256
 DL0256                         *CURRENT SURVEY CONTROL
 DL0256  ______________________________________________________________________
 DL0256* NAD 83(1986) POSITION- 33 14 04.     (N) 092 30 08.     (W)   SCALED
 DL0256* NAVD 88 ORTHO HEIGHT -    43.272 (meters)      141.97  (feet) ADJUSTED
 DL0256  ______________________________________________________________________
 DL0256  GEOID HEIGHT    -        -26.254 (meters)                     GEOID18
 DL0256  DYNAMIC HEIGHT  -         43.225 (meters)      141.81  (feet) COMP
 DL0256  MODELED GRAVITY -    979,566.0   (mgal)                       NAVD 88
 DL0256
 DL0256  VERT ORDER      -  FIRST     CLASS II
 DL0256
 DL0256.The horizontal coordinates were scaled from a map and have
 DL0256.an estimated accuracy of +/- 6 seconds.
 DL0256
 DL0256.The orthometric height was determined by differential leveling and
 DL0256.adjusted by the NATIONAL GEODETIC SURVEY
 DL0256.in June 1991.
 DL0256
 DL0256.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0256.GEOID18 height accuracy estimate available here.
 DL0256
 DL0256.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS463773(NAD 83)
 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
 DL0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0256.See file dsdata.pdf to determine how the superseded data were derived.
 DL0256
 DL0256_MARKER: DB = BENCH MARK DISK
 DL0256_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL0256_STAMPING: J 201 1960
 DL0256_MARK LOGO: CGS
 DL0256_MAGNETIC: I = MARKER IS A STEEL ROD
 DL0256_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0256_ROD/PIPE-DEPTH: 7.2 meters
 DL0256
 DL0256  HISTORY     - Date     Condition        Report By
 DL0256  HISTORY     - 1960     MONUMENTED       CGS
 DL0256  HISTORY     - 1964     GOOD             CGS
 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DL0545 ***********************************************************************
 DL0545  DESIGNATION -  J 202
 DL0545  PID         -  DL0545
 DL0545  STATE/COUNTY-  AR/COLUMBIA
 DL0545  COUNTRY     -  US
 DL0545  USGS QUAD   -  WALDO (2017)
 DL0545
 DL0545                         *CURRENT SURVEY CONTROL
 DL0545  ______________________________________________________________________
 DL0545* NAD 83(1986) POSITION- 33 21 07.     (N) 093 18 28.     (W)   SCALED
 DL0545* NAVD 88 ORTHO HEIGHT -   100.049 (meters)      328.24  (feet) ADJUSTED
 DL0545  ______________________________________________________________________
 DL0545  GEOID HEIGHT    -        -26.551 (meters)                     GEOID18
 DL0545  DYNAMIC HEIGHT  -         99.942 (meters)      327.89  (feet) COMP
 DL0545  MODELED GRAVITY -    979,566.6   (mgal)                       NAVD 88
 DL0545
 DL0545  VERT ORDER      -  FIRST     CLASS II
 DL0545
 DL0545.The horizontal coordinates were scaled from a map and have
 DL0545.an estimated accuracy of +/- 6 seconds.
 DL0545
 DL0545.The orthometric height was determined by differential leveling and
 DL0545.adjusted by the NATIONAL GEODETIC SURVEY
 DL0545.in June 1991.
 DL0545
 DL0545.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0545.GEOID18 height accuracy estimate available here.
 DL0545
 DL0545.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS713903(NAD 83)
 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
 DL0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0545.See file dsdata.pdf to determine how the superseded data were derived.
 DL0545
 DL0545_MARKER: DB = BENCH MARK DISK
 DL0545_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0545_STAMPING: J 202 1960
 DL0545_MARK LOGO: CGS
 DL0545_MAGNETIC: P = MARKER IS A STEEL PIPE
 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             CGS
 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 COAST AND GEODETIC SURVEY 1963
 DL0545'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0765 ***********************************************************************
 DL0765  DESIGNATION -  J 203
 DL0765  PID         -  DL0765
 DL0765  STATE/COUNTY-  AR/LAFAYETTE
 DL0765  COUNTRY     -  US
 DL0765  USGS QUAD   -  LEWISVILLE (2017)
 DL0765
 DL0765                         *CURRENT SURVEY CONTROL
 DL0765  ______________________________________________________________________
 DL0765* NAD 83(1986) POSITION- 33 18 13.     (N) 093 36 11.     (W)   SCALED
 DL0765* NAVD 88 ORTHO HEIGHT -    82.302 (meters)      270.02  (feet) ADJUSTED
 DL0765  ______________________________________________________________________
 DL0765  GEOID HEIGHT    -        -26.673 (meters)                     GEOID18
 DL0765  DYNAMIC HEIGHT  -         82.214 (meters)      269.73  (feet) COMP
 DL0765  MODELED GRAVITY -    979,564.6   (mgal)                       NAVD 88
 DL0765
 DL0765  VERT ORDER      -  FIRST     CLASS II
 DL0765
 DL0765.The horizontal coordinates were scaled from a map and have
 DL0765.an estimated accuracy of +/- 6 seconds.
 DL0765
 DL0765.The orthometric height was determined by differential leveling and
 DL0765.adjusted by the NATIONAL GEODETIC SURVEY
 DL0765.in June 1991.
 DL0765
 DL0765.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0765.GEOID18 height accuracy estimate available here.
 DL0765
 DL0765.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS438851(NAD 83)
 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
 DL0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0765.See file dsdata.pdf to determine how the superseded data were derived.
 DL0765
 DL0765_MARKER: DB = BENCH MARK DISK
 DL0765_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0765_STAMPING: J 203 1960
 DL0765_MARK LOGO: CGS
 DL0765_MAGNETIC: P = MARKER IS A STEEL PIPE
 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             CGS
 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 COAST AND GEODETIC SURVEY 1963
 DL0765'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0511 ***********************************************************************
 DL0511  DESIGNATION -  J 204
 DL0511  PID         -  DL0511
 DL0511  STATE/COUNTY-  AR/OUACHITA
 DL0511  COUNTRY     -  US
 DL0511  USGS QUAD   -  STEPHENS (2017)
 DL0511
 DL0511                         *CURRENT SURVEY CONTROL
 DL0511  ______________________________________________________________________
 DL0511* NAD 83(1986) POSITION- 33 27 54.6    (N) 093 01 15.2    (W)   HD_HELD2
 DL0511* NAVD 88 ORTHO HEIGHT -    59.271 (meters)      194.46  (feet) ADJUSTED
 DL0511  ______________________________________________________________________
 DL0511  GEOID HEIGHT    -        -26.379 (meters)                     GEOID18
 DL0511  DYNAMIC HEIGHT  -         59.209 (meters)      194.25  (feet) COMP
 DL0511  MODELED GRAVITY -    979,587.8   (mgal)                       NAVD 88
 DL0511
 DL0511  VERT ORDER      -  FIRST     CLASS II
 DL0511
 DL0511.The horizontal coordinates were established by autonomous hand held GPS
 DL0511.observations and have an estimated accuracy of +/- 10 meters.
 DL0511
 DL0511.The orthometric height was determined by differential leveling and
 DL0511.adjusted by the NATIONAL GEODETIC SURVEY
 DL0511.in June 1991.
 DL0511
 DL0511.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0511.GEOID18 height accuracy estimate available here.
 DL0511
 DL0511.Click photographs - Photos may exist for this station.
 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     -   489,037.      305,103.      MT  (+/- 10 meters HH2 GPS)
 DL0511
 DL0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT9805802857(NAD 83)
 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
 DL0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0511.See file dsdata.pdf to determine how the superseded data were derived.
 DL0511
 DL0511_MARKER: DB = BENCH MARK DISK
 DL0511_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL0511_SP_SET: BRIDGE PILLAR
 DL0511_STAMPING: J 204 1960
 DL0511_MARK LOGO: CGS
 DL0511_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0511_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL0511+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2013
 DL0511
 DL0511  HISTORY     - Date     Condition        Report By
 DL0511  HISTORY     - 1960     MONUMENTED       CGS
 DL0511  HISTORY     - 1964     GOOD             CGS
 DL0511  HISTORY     - 20110921 GOOD             ARHD
 DL0511  HISTORY     - 20130416 GOOD             ARHD
 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 COAST AND GEODETIC SURVEY 1964
 DL0511'RECOVERED IN GOOD CONDITION.
 DL0511
 DL0511                          STATION RECOVERY (2011)
 DL0511
 DL0511'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (AMC)
 DL0511'RECOVERED IN GOOD CONDITION.
 DL0511
 DL0511                          STATION RECOVERY (2013)
 DL0511
 DL0511'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (JDH)
 DL0511'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0657 ***********************************************************************
 DL0657  DESIGNATION -  J 205
 DL0657  PID         -  DL0657
 DL0657  STATE/COUNTY-  AR/COLUMBIA
 DL0657  COUNTRY     -  US
 DL0657  USGS QUAD   -  EMERSON (2017)
 DL0657
 DL0657                         *CURRENT SURVEY CONTROL
 DL0657  ______________________________________________________________________
 DL0657* NAD 83(1986) POSITION- 33 07 19.     (N) 093 11 53.     (W)   SCALED
 DL0657* NAVD 88 ORTHO HEIGHT -    79.702 (meters)      261.49  (feet) ADJUSTED
 DL0657  ______________________________________________________________________
 DL0657  GEOID HEIGHT    -        -26.292 (meters)                     GEOID18
 DL0657  DYNAMIC HEIGHT  -         79.615 (meters)      261.20  (feet) COMP
 DL0657  MODELED GRAVITY -    979,549.8   (mgal)                       NAVD 88
 DL0657
 DL0657  VERT ORDER      -  SECOND    CLASS 0
 DL0657
 DL0657.The horizontal coordinates were scaled from a map and have
 DL0657.an estimated accuracy of +/- 6 seconds.
 DL0657
 DL0657.The orthometric height was determined by differential leveling and
 DL0657.adjusted by the NATIONAL GEODETIC SURVEY
 DL0657.in June 1991.
 DL0657
 DL0657.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0657.GEOID18 height accuracy estimate available here.
 DL0657
 DL0657.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS815648(NAD 83)
 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
 DL0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0657.See file dsdata.pdf to determine how the superseded data were derived.
 DL0657
 DL0657_MARKER: DB = BENCH MARK DISK
 DL0657_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL0657_STAMPING: J 205 1960
 DL0657_MARK LOGO: CGS
 DL0657_MAGNETIC: I = MARKER IS A STEEL ROD
 DL0657_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0657_ROD/PIPE-DEPTH: 4.9 meters
 DL0657
 DL0657  HISTORY     - Date     Condition        Report By
 DL0657  HISTORY     - 1960     MONUMENTED       CGS
 DL0657  HISTORY     - 1963     GOOD             CGS
 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 COAST AND GEODETIC SURVEY 1963
 DL0657'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1530 ***********************************************************************
 FF1530  DESIGNATION -  J 206
 FF1530  PID         -  FF1530
 FF1530  STATE/COUNTY-  AR/WHITE
 FF1530  COUNTRY     -  US
 FF1530  USGS QUAD   -  LETONA (2017)
 FF1530
 FF1530                         *CURRENT SURVEY CONTROL
 FF1530  ______________________________________________________________________
 FF1530* NAD 83(1986) POSITION- 35 15 03.4    (N) 091 50 41.2    (W)   HD_HELD2
 FF1530* NAVD 88 ORTHO HEIGHT -    88.496 (meters)      290.34  (feet) ADJUSTED
 FF1530  ______________________________________________________________________
 FF1530  GEOID HEIGHT    -        -27.420 (meters)                     GEOID18
 FF1530  DYNAMIC HEIGHT  -         88.416 (meters)      290.08  (feet) COMP
 FF1530  MODELED GRAVITY -    979,726.2   (mgal)                       NAVD 88
 FF1530
 FF1530  VERT ORDER      -  SECOND    CLASS 0
 FF1530
 FF1530.The horizontal coordinates were established by autonomous hand held GPS
 FF1530.observations and have an estimated accuracy of +/- 10 meters.
 FF1530
 FF1530.The orthometric height was determined by differential leveling and
 FF1530.adjusted by the NATIONAL GEODETIC SURVEY
 FF1530.in June 1991.
 FF1530
 FF1530.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1530.GEOID18 height accuracy estimate available here.
 FF1530
 FF1530.Click photographs - Photos may exist for this station.
 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     -   101,812.      414,126.      MT  (+/- 10 meters HH2 GPS)
 FF1530
 FF1530_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV0509501483(NAD 83)
 FF1530
 FF1530                          SUPERSEDED SURVEY CONTROL
 FF1530
 FF1530  NGVD 29 (11/26/84)   88.446  (m)          290.18   (f) ADJUSTED    2 0
 FF1530
 FF1530.Superseded values are not recommended for survey control.
 FF1530
 FF1530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1530.See file dsdata.pdf to determine how the superseded data were derived.
 FF1530
 FF1530_MARKER: DB = BENCH MARK DISK
 FF1530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1530_STAMPING: J 206 1962
 FF1530_MARK LOGO: CGS
 FF1530_PROJECTION: PROJECTING 8 CENTIMETERS
 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 - August 20, 2018
 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  HISTORY     - 20180820 GOOD             ARHD
 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.
 FF1530
 FF1530                          STATION RECOVERY (2018)
 FF1530
 FF1530'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (BAB)
 FF1530'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0249 ***********************************************************************
 FG0249  DESIGNATION -  J 207
 FG0249  PID         -  FG0249
 FG0249  STATE/COUNTY-  AR/CLEBURNE
 FG0249  COUNTRY     -  US
 FG0249  USGS QUAD   -  QUITMAN (2017)
 FG0249
 FG0249                         *CURRENT SURVEY CONTROL
 FG0249  ______________________________________________________________________
 FG0249* NAD 83(1986) POSITION- 35 22 30.     (N) 092 10 50.     (W)   SCALED
 FG0249* NAVD 88 ORTHO HEIGHT -   215.309 (meters)      706.39  (feet) ADJUSTED
 FG0249  ______________________________________________________________________
 FG0249  GEOID HEIGHT    -        -27.671 (meters)                     GEOID18
 FG0249  DYNAMIC HEIGHT  -        215.109 (meters)      705.74  (feet) COMP
 FG0249  MODELED GRAVITY -    979,701.0   (mgal)                       NAVD 88
 FG0249
 FG0249  VERT ORDER      -  SECOND    CLASS 0
 FG0249
 FG0249.The horizontal coordinates were scaled from a map and have
 FG0249.an estimated accuracy of +/- 6 seconds.
 FG0249
 FG0249.The orthometric height was determined by differential leveling and
 FG0249.adjusted by the NATIONAL GEODETIC SURVEY
 FG0249.in June 1991.
 FG0249
 FG0249.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0249.GEOID18 height accuracy estimate available here.
 FG0249
 FG0249.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV744149(NAD 83)
 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
 FG0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0249.See file dsdata.pdf to determine how the superseded data were derived.
 FG0249
 FG0249_MARKER: DB = BENCH MARK DISK
 FG0249_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FG0249_SP_SET: CULVERT HEADWALL
 FG0249_STAMPING: J 207 1962
 FG0249_MARK LOGO: CGS
 FG0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0249+STABILITY: SURFACE MOTION
 FG0249
 FG0249  HISTORY     - Date     Condition        Report By
 FG0249  HISTORY     - 1962     MONUMENTED       CGS
 FG0249  HISTORY     - 1967     GOOD             CGS
 FG0249
 FG0249                          STATION DESCRIPTION
 FG0249
 FG0249'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG0142 ***********************************************************************
 FG0142  DESIGNATION -  J 208
 FG0142  PID         -  FG0142
 FG0142  STATE/COUNTY-  AR/FAULKNER
 FG0142  COUNTRY     -  US
 FG0142  USGS QUAD   -  ENOLA (2017)
 FG0142
 FG0142                         *CURRENT SURVEY CONTROL
 FG0142  ______________________________________________________________________
 FG0142* NAD 83(1986) POSITION- 35 13 21.     (N) 092 07 42.     (W)   SCALED
 FG0142* NAVD 88 ORTHO HEIGHT -   127.802 (meters)      419.30  (feet) ADJUSTED
 FG0142  ______________________________________________________________________
 FG0142  GEOID HEIGHT    -        -27.648 (meters)                     GEOID18
 FG0142  DYNAMIC HEIGHT  -        127.683 (meters)      418.91  (feet) COMP
 FG0142  MODELED GRAVITY -    979,704.6   (mgal)                       NAVD 88
 FG0142
 FG0142  VERT ORDER      -  SECOND    CLASS 0
 FG0142
 FG0142.The horizontal coordinates were scaled from a map and have
 FG0142.an estimated accuracy of +/- 6 seconds.
 FG0142
 FG0142.The orthometric height was determined by differential leveling and
 FG0142.adjusted by the NATIONAL GEODETIC SURVEY
 FG0142.in June 1991.
 FG0142
 FG0142.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0142.GEOID18 height accuracy estimate available here.
 FG0142
 FG0142.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU793980(NAD 83)
 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
 FG0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0142.See file dsdata.pdf to determine how the superseded data were derived.
 FG0142
 FG0142_MARKER: DB = BENCH MARK DISK
 FG0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0142_STAMPING: J 208 1962
 FG0142_MARK LOGO: CGS
 FG0142_PROJECTION: PROJECTING 10 CENTIMETERS
 FG0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0142+STABILITY: SURFACE MOTION
 FG0142_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG0142+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2010
 FG0142
 FG0142  HISTORY     - Date     Condition        Report By
 FG0142  HISTORY     - 1962     MONUMENTED       CGS
 FG0142  HISTORY     - 1989     GOOD             USPSQD
 FG0142  HISTORY     - 20100106 GOOD             NGS
 FG0142
 FG0142                          STATION DESCRIPTION
 FG0142
 FG0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 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.
 FG0142
 FG0142                          STATION RECOVERY (2010)
 FG0142
 FG0142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2010 (JBW)
 FG0142'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0223 ***********************************************************************
 FG0223  DESIGNATION -  J 209
 FG0223  PID         -  FG0223
 FG0223  STATE/COUNTY-  AR/FAULKNER
 FG0223  COUNTRY     -  US
 FG0223  USGS QUAD   -  DAMASCUS (2017)
 FG0223
 FG0223                         *CURRENT SURVEY CONTROL
 FG0223  ______________________________________________________________________
 FG0223* NAD 83(1986) POSITION- 35 21 31.     (N) 092 25 08.     (W)   SCALED
 FG0223* NAVD 88 ORTHO HEIGHT -   202.631 (meters)      664.80  (feet) ADJUSTED
 FG0223  ______________________________________________________________________
 FG0223  GEOID HEIGHT    -        -28.015 (meters)                     GEOID18
 FG0223  DYNAMIC HEIGHT  -        202.443 (meters)      664.18  (feet) COMP
 FG0223  MODELED GRAVITY -    979,703.4   (mgal)                       NAVD 88
 FG0223
 FG0223  VERT ORDER      -  SECOND    CLASS 0
 FG0223
 FG0223.The horizontal coordinates were scaled from a map and have
 FG0223.an estimated accuracy of +/- 6 seconds.
 FG0223
 FG0223.The orthometric height was determined by differential leveling and
 FG0223.adjusted by the NATIONAL GEODETIC SURVEY
 FG0223.in June 1991.
 FG0223
 FG0223.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0223.GEOID18 height accuracy estimate available here.
 FG0223
 FG0223.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV527129(NAD 83)
 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
 FG0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0223.See file dsdata.pdf to determine how the superseded data were derived.
 FG0223
 FG0223_MARKER: DB = BENCH MARK DISK
 FG0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0223_STAMPING: J 209 1962
 FG0223_MARK LOGO: CGS
 FG0223_PROJECTION: PROJECTING 10 CENTIMETERS
 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             CGS
 FG0223  HISTORY     - 20150924 MARK NOT FOUND   ARHD
 FG0223
 FG0223                          STATION DESCRIPTION
 FG0223
 FG0223'DESCRIBED BY COAST AND 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.
 FG0223
 FG0223                          STATION RECOVERY (2015)
 FG0223
 FG0223'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 FG0223'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0242 ***********************************************************************
 FG0242  DESIGNATION -  J 210
 FG0242  PID         -  FG0242
 FG0242  STATE/COUNTY-  AR/VAN BUREN
 FG0242  COUNTRY     -  US
 FG0242  USGS QUAD   -  MORGANTON (2017)
 FG0242
 FG0242                         *CURRENT SURVEY CONTROL
 FG0242  ______________________________________________________________________
 FG0242* NAD 83(1986) POSITION- 35 22 56.     (N) 092 18 40.     (W)   SCALED
 FG0242* NAVD 88 ORTHO HEIGHT -   188.638 (meters)      618.89  (feet) ADJUSTED
 FG0242  ______________________________________________________________________
 FG0242  GEOID HEIGHT    -        -27.828 (meters)                     GEOID18
 FG0242  DYNAMIC HEIGHT  -        188.464 (meters)      618.32  (feet) COMP
 FG0242  MODELED GRAVITY -    979,705.4   (mgal)                       NAVD 88
 FG0242
 FG0242  VERT ORDER      -  SECOND    CLASS 0
 FG0242
 FG0242.The horizontal coordinates were scaled from a map and have
 FG0242.an estimated accuracy of +/- 6 seconds.
 FG0242
 FG0242.The orthometric height was determined by differential leveling and
 FG0242.adjusted by the NATIONAL GEODETIC SURVEY
 FG0242.in June 1991.
 FG0242
 FG0242.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0242.GEOID18 height accuracy estimate available here.
 FG0242
 FG0242.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV625156(NAD 83)
 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
 FG0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0242.See file dsdata.pdf to determine how the superseded data were derived.
 FG0242
 FG0242_MARKER: DB = BENCH MARK DISK
 FG0242_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FG0242_SP_SET: CULVERT HEADWALL
 FG0242_STAMPING: J 210 1962
 FG0242_MARK LOGO: CGS
 FG0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0242+STABILITY: SURFACE MOTION
 FG0242
 FG0242  HISTORY     - Date     Condition        Report By
 FG0242  HISTORY     - 1962     MONUMENTED       CGS
 FG0242  HISTORY     - 1967     GOOD             CGS
 FG0242  HISTORY     - 20120222 MARK NOT FOUND   ARHD
 FG0242
 FG0242                          STATION DESCRIPTION
 FG0242
 FG0242'DESCRIBED BY COAST AND 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.
 FG0242
 FG0242                          STATION RECOVERY (2012)
 FG0242
 FG0242'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (AMC)
 FG0242'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FE1923 ***********************************************************************
 FE1923  DESIGNATION -  J 213
 FE1923  PID         -  FE1923
 FE1923  STATE/COUNTY-  AR/MISSISSIPPI
 FE1923  COUNTRY     -  US
 FE1923  USGS QUAD   -  ARMOREL (2017)
 FE1923
 FE1923                         *CURRENT SURVEY CONTROL
 FE1923  ______________________________________________________________________
 FE1923* NAD 83(1986) POSITION- 35 54 20.     (N) 089 45 44.     (W)   SCALED
 FE1923* NAVD 88 ORTHO HEIGHT -    83.987 (meters)      275.55  (feet) ADJUSTED
 FE1923  ______________________________________________________________________
 FE1923  GEOID HEIGHT    -        -28.027 (meters)                     GEOID18
 FE1923  DYNAMIC HEIGHT  -         83.916 (meters)      275.31  (feet) COMP
 FE1923  MODELED GRAVITY -    979,789.7   (mgal)                       NAVD 88
 FE1923
 FE1923  VERT ORDER      -  FIRST     CLASS I
 FE1923
 FE1923.The horizontal coordinates were scaled from a map and have
 FE1923.an estimated accuracy of +/- 6 seconds.
 FE1923
 FE1923.The orthometric height was determined by differential leveling and
 FE1923.adjusted by the NATIONAL GEODETIC SURVEY
 FE1923.in June 1991.
 FE1923
 FE1923.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE1923.GEOID18 height accuracy estimate available here.
 FE1923
 FE1923.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE507769(NAD 83)
 FE1923
 FE1923                          SUPERSEDED SURVEY CONTROL
 FE1923
 FE1923  NGVD 29 (11/26/84)   83.917  (m)          275.32   (f) ADJUSTED    1 1
 FE1923
 FE1923.Superseded values are not recommended for survey control.
 FE1923
 FE1923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1923.See file dsdata.pdf to determine how the superseded data were derived.
 FE1923
 FE1923_MARKER: DV = VERTICAL CONTROL DISK
 FE1923_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1923_STAMPING: J 213 1976
 FE1923_MARK LOGO: NGS
 FE1923_MAGNETIC: I = MARKER IS A STEEL ROD
 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 = MARCH 20, 2026 22:17:28 EDT
 FE1867 ***********************************************************************
 FE1867  DESIGNATION -  J 214
 FE1867  PID         -  FE1867
 FE1867  STATE/COUNTY-  AR/MISSISSIPPI
 FE1867  COUNTRY     -  US
 FE1867  USGS QUAD   -  OSCEOLA (2017)
 FE1867
 FE1867                         *CURRENT SURVEY CONTROL
 FE1867  ______________________________________________________________________
 FE1867* NAD 83(1986) POSITION- 35 42 38.     (N) 089 57 43.     (W)   SCALED
 FE1867* NAVD 88 ORTHO HEIGHT -    81.222 (meters)      266.48  (feet) ADJUSTED
 FE1867  ______________________________________________________________________
 FE1867  GEOID HEIGHT    -        -27.709 (meters)                     GEOID18
 FE1867  DYNAMIC HEIGHT  -         81.153 (meters)      266.25  (feet) COMP
 FE1867  MODELED GRAVITY -    979,782.1   (mgal)                       NAVD 88
 FE1867
 FE1867  VERT ORDER      -  FIRST     CLASS I
 FE1867
 FE1867.The horizontal coordinates were scaled from a map and have
 FE1867.an estimated accuracy of +/- 6 seconds.
 FE1867
 FE1867.The orthometric height was determined by differential leveling and
 FE1867.adjusted by the NATIONAL GEODETIC SURVEY
 FE1867.in June 1991.
 FE1867
 FE1867.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE1867.GEOID18 height accuracy estimate available here.
 FE1867
 FE1867.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE320558(NAD 83)
 FE1867
 FE1867                          SUPERSEDED SURVEY CONTROL
 FE1867
 FE1867  NGVD 29 (11/26/84)   81.177  (m)          266.33   (f) ADJUSTED    1 1
 FE1867
 FE1867.Superseded values are not recommended for survey control.
 FE1867
 FE1867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1867.See file dsdata.pdf to determine how the superseded data were derived.
 FE1867
 FE1867_MARKER: DV = VERTICAL CONTROL DISK
 FE1867_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FE1867+WITH SETTING: INTO GROUND
 FE1867_STAMPING: J 214 1976
 FE1867_MARK LOGO: NGS
 FE1867_MAGNETIC: I = MARKER IS A STEEL ROD
 FE1867_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1867_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1867+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2019
 FE1867
 FE1867  HISTORY     - Date     Condition        Report By
 FE1867  HISTORY     - 1976     MONUMENTED       NGS
 FE1867  HISTORY     - 20020729 GOOD             USACE
 FE1867  HISTORY     - 20080625 GOOD             USACE
 FE1867  HISTORY     - 20190417 GOOD             ARHD
 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.
 FE1867
 FE1867                          STATION RECOVERY (2008)
 FE1867
 FE1867'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2008 (DLB)
 FE1867'RECOVERED IN GOOD CONDITION.
 FE1867
 FE1867                          STATION RECOVERY (2019)
 FE1867
 FE1867'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2019 (JDH)
 FE1867'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FE1886 ***********************************************************************
 FE1886  DESIGNATION -  J 215
 FE1886  PID         -  FE1886
 FE1886  STATE/COUNTY-  AR/MISSISSIPPI
 FE1886  COUNTRY     -  US
 FE1886  USGS QUAD   -  NODENA (2017)
 FE1886
 FE1886                         *CURRENT SURVEY CONTROL
 FE1886  ______________________________________________________________________
 FE1886* NAD 83(1986) POSITION- 35 31 35.     (N) 089 55 47.     (W)   SCALED
 FE1886* NAVD 88 ORTHO HEIGHT -    73.115 (meters)      239.88  (feet) ADJUSTED
 FE1886  ______________________________________________________________________
 FE1886  GEOID HEIGHT    -        -27.447 (meters)                     GEOID18
 FE1886  DYNAMIC HEIGHT  -         73.052 (meters)      239.67  (feet) COMP
 FE1886  MODELED GRAVITY -    979,764.6   (mgal)                       NAVD 88
 FE1886
 FE1886  VERT ORDER      -  FIRST     CLASS I
 FE1886
 FE1886.The horizontal coordinates were scaled from a map and have
 FE1886.an estimated accuracy of +/- 6 seconds.
 FE1886
 FE1886.The orthometric height was determined by differential leveling and
 FE1886.adjusted by the NATIONAL GEODETIC SURVEY
 FE1886.in June 1991.
 FE1886
 FE1886.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE1886.GEOID18 height accuracy estimate available here.
 FE1886
 FE1886.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE343353(NAD 83)
 FE1886
 FE1886                          SUPERSEDED SURVEY CONTROL
 FE1886
 FE1886  NGVD 29 (11/26/84)   73.085  (m)          239.78   (f) ADJUSTED    1 1
 FE1886
 FE1886.Superseded values are not recommended for survey control.
 FE1886
 FE1886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1886.See file dsdata.pdf to determine how the superseded data were derived.
 FE1886
 FE1886_MARKER: DV = VERTICAL CONTROL DISK
 FE1886_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FE1886+WITH SETTING: INTO GROUND
 FE1886_STAMPING: J 215 1976
 FE1886_MARK LOGO: NGS
 FE1886_MAGNETIC: I = MARKER IS A STEEL ROD
 FE1886_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1101 ***********************************************************************
 FF1101  DESIGNATION -  J 216
 FF1101  PID         -  FF1101
 FF1101  STATE/COUNTY-  AR/MISSISSIPPI
 FF1101  COUNTRY     -  US
 FF1101  USGS QUAD   -  PECAN POINT (2017)
 FF1101
 FF1101                         *CURRENT SURVEY CONTROL
 FF1101  ______________________________________________________________________
 FF1101* NAD 83(1986) POSITION- 35 28 49.     (N) 090 05 31.     (W)   SCALED
 FF1101* NAVD 88 ORTHO HEIGHT -    71.606 (meters)      234.93  (feet) ADJUSTED
 FF1101  ______________________________________________________________________
 FF1101  GEOID HEIGHT    -        -27.576 (meters)                     GEOID18
 FF1101  DYNAMIC HEIGHT  -         71.543 (meters)      234.72  (feet) COMP
 FF1101  MODELED GRAVITY -    979,755.2   (mgal)                       NAVD 88
 FF1101
 FF1101  VERT ORDER      -  FIRST     CLASS I
 FF1101
 FF1101.The horizontal coordinates were scaled from a map and have
 FF1101.an estimated accuracy of +/- 6 seconds.
 FF1101
 FF1101.The orthometric height was determined by differential leveling and
 FF1101.adjusted by the NATIONAL GEODETIC SURVEY
 FF1101.in June 1991.
 FF1101
 FF1101.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1101.GEOID18 height accuracy estimate available here.
 FF1101
 FF1101.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV638301(NAD 83)
 FF1101
 FF1101                          SUPERSEDED SURVEY CONTROL
 FF1101
 FF1101  NGVD 29 (11/26/84)   71.585  (m)          234.86   (f) ADJUSTED    1 1
 FF1101
 FF1101.Superseded values are not recommended for survey control.
 FF1101
 FF1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1101.See file dsdata.pdf to determine how the superseded data were derived.
 FF1101
 FF1101_MARKER: DV = VERTICAL CONTROL DISK
 FF1101_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FF1101_STAMPING: J 216 1976
 FF1101_MARK LOGO: NGS
 FF1101_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FF1101_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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             USACE
 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 ARMY CORPS OF 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 = MARCH 20, 2026 22:17:28 EDT
 FF1740 ***********************************************************************
 FF1740  DESIGNATION -  J 217
 FF1740  PID         -  FF1740
 FF1740  STATE/COUNTY-  AR/CRITTENDEN
 FF1740  COUNTRY     -  US
 FF1740  USGS QUAD   -  NORTHWEST MEMPHIS (2019)
 FF1740
 FF1740                         *CURRENT SURVEY CONTROL
 FF1740  ______________________________________________________________________
 FF1740* NAD 83(1986) POSITION- 35 14 53.     (N) 090 06 53.     (W)   SCALED
 FF1740* NAVD 88 ORTHO HEIGHT -    74.386 (meters)      244.05  (feet) ADJUSTED
 FF1740  ______________________________________________________________________
 FF1740  GEOID HEIGHT    -        -27.347 (meters)                     GEOID18
 FF1740  DYNAMIC HEIGHT  -         74.319 (meters)      243.83  (feet) COMP
 FF1740  MODELED GRAVITY -    979,740.8   (mgal)                       NAVD 88
 FF1740
 FF1740  VERT ORDER      -  FIRST     CLASS I
 FF1740
 FF1740.The horizontal coordinates were scaled from a map and have
 FF1740.an estimated accuracy of +/- 6 seconds.
 FF1740
 FF1740.The orthometric height was determined by differential leveling and
 FF1740.adjusted by the NATIONAL GEODETIC SURVEY
 FF1740.in June 1991.
 FF1740
 FF1740.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1740.GEOID18 height accuracy estimate available here.
 FF1740
 FF1740.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV625043(NAD 83)
 FF1740
 FF1740                          SUPERSEDED SURVEY CONTROL
 FF1740
 FF1740  NGVD 29 (11/26/84)   74.370  (m)          244.00   (f) ADJUSTED    1 1
 FF1740
 FF1740.Superseded values are not recommended for survey control.
 FF1740
 FF1740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1740.See file dsdata.pdf to determine how the superseded data were derived.
 FF1740
 FF1740_MARKER: DV = VERTICAL CONTROL DISK
 FF1740_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FF1740+WITH SETTING: INTO GROUND
 FF1740_STAMPING: J 217 1976
 FF1740_MARK LOGO: NGS
 FF1740_MAGNETIC: I = MARKER IS A STEEL ROD
 FF1740_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH0193 ***********************************************************************
 EH0193  HT_MOD      -  This is a Height Modernization Survey Station.
 EH0193  DESIGNATION -  J 218
 EH0193  PID         -  EH0193
 EH0193  STATE/COUNTY-  AR/CRITTENDEN
 EH0193  COUNTRY     -  US
 EH0193  USGS QUAD   -  HORSESHOE LAKE (2017)
 EH0193
 EH0193                         *CURRENT SURVEY CONTROL
 EH0193  ______________________________________________________________________
 EH0193* NAD 83(2011) POSITION- 34 59 32.02464(N) 090 18 52.93448(W)   ADJUSTED
 EH0193* NAD 83(2011) ELLIP HT-    42.959 (meters)        (06/27/12)   ADJUSTED
 EH0193* NAD 83(2011) EPOCH   -  2010.00
 EH0193* NAVD 88 ORTHO HEIGHT -    70.13  (meters)      230.1   (feet) GPS OBS
 EH0193  ______________________________________________________________________
 EH0193  NAVD 88 orthometric height was determined with geoid model    GEOID03
 EH0193  GEOID HEIGHT    -        -27.118 (meters)                     GEOID03
 EH0193  GEOID HEIGHT    -        -27.179 (meters)                     GEOID18
 EH0193  NAD 83(2011) X  -    -28,731.519 (meters)                     COMP
 EH0193  NAD 83(2011) Y  - -5,230,877.566 (meters)                     COMP
 EH0193  NAD 83(2011) Z  -  3,637,185.311 (meters)                     COMP
 EH0193  LAPLACE CORR    -         -1.58  (seconds)                    DEFLEC18
 EH0193
 EH0193  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 EH0193  Standards:
 EH0193         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 EH0193            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 EH0193  -------------------------------------------------------------------
 EH0193  NETWORK    1.53   3.53           0.69   0.54   1.80     -0.07061599
 EH0193  -------------------------------------------------------------------
 EH0193  Click here for local accuracies and other accuracy information.
 EH0193
 EH0193.The horizontal coordinates were established by GPS observations
 EH0193.and adjusted by the National Geodetic Survey in June 2012.
 EH0193
 EH0193.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 EH0193.been affixed to the stable North American tectonic plate. See 
 EH0193.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 EH0193
 EH0193.The horizontal coordinates are valid at the epoch date displayed above
 EH0193.which is a decimal equivalence of Year/Month/Day.
 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.
 EH0193
 EH0193.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0193.GEOID18 height accuracy estimate available here.
 EH0193
 EH0193.Click photographs - Photos may exist for this station.
 EH0193
 EH0193.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH0193
 EH0193.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH0193
 EH0193.The ellipsoidal height was determined by GPS observations
 EH0193.and is referenced to NAD 83.
 EH0193
 EH0193. The following values were computed from the NAD 83(2011) position.
 EH0193
 EH0193;                    North         East     Units Scale Factor Converg.
 EH0193;SPC AR N     -    74,416.005   553,852.915   MT  0.99998894   +0 58 50.4
 EH0193;SPC AR N     -   244,146.51  1,817,099.11   sFT  0.99998894   +0 58 50.4
 EH0193;UTM  15      - 3,875,476.359   745,091.827   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU4509175476(NAD 83)
 EH0193
 EH0193                          SUPERSEDED SURVEY CONTROL
 EH0193
 EH0193  NAD 83(2007)-  34 59 32.02461(N)    090 18 52.93548(W) AD(2002.00) 0
 EH0193  ELLIP H (02/10/07)   42.977  (m)                       GP(2002.00)    
 EH0193  NAD 83(1997)-  34 59 32.02451(N)    090 18 52.93528(W) AD(       ) 1
 EH0193  ELLIP H (05/31/05)   42.968  (m)                       GP(       ) 4 2
 EH0193  NAVD 88 (06/15/91)   70.176  (m)          230.24   (f) ADJUSTED    1 2
 EH0193  NGVD 29 (11/26/84)   70.182  (m)          230.26   (f) ADJUSTED    1 2
 EH0193
 EH0193.Superseded values are not recommended for survey control.
 EH0193
 EH0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0193.See file dsdata.pdf to determine how the superseded data were derived.
 EH0193
 EH0193_MARKER: DV = VERTICAL CONTROL DISK
 EH0193_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0193+WITH SETTING: INTO GROUND
 EH0193_STAMPING: J 218 1976
 EH0193_MARK LOGO: NGS
 EH0193_MAGNETIC: I = MARKER IS A STEEL ROD
 EH0193_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0193+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2011
 EH0193
 EH0193  HISTORY     - Date     Condition        Report By
 EH0193  HISTORY     - 1976     MONUMENTED       NGS
 EH0193  HISTORY     - 20030317 GOOD             USACE
 EH0193  HISTORY     - 20030723 GOOD             EMCINC
 EH0193  HISTORY     - 20111025 GOOD             ARHD
 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.
 EH0193
 EH0193                          STATION RECOVERY (2011)
 EH0193
 EH0193'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (I)
 EH0193'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH0216 ***********************************************************************
 EH0216  DESIGNATION -  J 219
 EH0216  PID         -  EH0216
 EH0216  STATE/COUNTY-  AR/LEE
 EH0216  COUNTRY     -  US
 EH0216  USGS QUAD   -  HUGHES (2017)
 EH0216
 EH0216                         *CURRENT SURVEY CONTROL
 EH0216  ______________________________________________________________________
 EH0216* NAD 83(1986) POSITION- 34 52 58.     (N) 090 26 00.     (W)   SCALED
 EH0216* NAVD 88 ORTHO HEIGHT -    66.810 (meters)      219.19  (feet) ADJUSTED
 EH0216  ______________________________________________________________________
 EH0216  GEOID HEIGHT    -        -27.060 (meters)                     GEOID18
 EH0216  DYNAMIC HEIGHT  -         66.749 (meters)      218.99  (feet) COMP
 EH0216  MODELED GRAVITY -    979,712.6   (mgal)                       NAVD 88
 EH0216
 EH0216  VERT ORDER      -  FIRST     CLASS II
 EH0216
 EH0216.The horizontal coordinates were scaled from a map and have
 EH0216.an estimated accuracy of +/- 6 seconds.
 EH0216
 EH0216.The orthometric height was determined by differential leveling and
 EH0216.adjusted by the NATIONAL GEODETIC SURVEY
 EH0216.in June 1991.
 EH0216
 EH0216.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0216.GEOID18 height accuracy estimate available here.
 EH0216
 EH0216.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU345630(NAD 83)
 EH0216
 EH0216                          SUPERSEDED SURVEY CONTROL
 EH0216
 EH0216  NGVD 29 (11/26/84)   66.831  (m)          219.26   (f) ADJUSTED    1 2
 EH0216
 EH0216.Superseded values are not recommended for survey control.
 EH0216
 EH0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0216.See file dsdata.pdf to determine how the superseded data were derived.
 EH0216
 EH0216_MARKER: DV = VERTICAL CONTROL DISK
 EH0216_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0216+WITH SETTING: INTO GROUND
 EH0216_STAMPING: J 219 1976
 EH0216_MARK LOGO: NGS
 EH0216_MAGNETIC: I = MARKER IS A STEEL ROD
 EH0216_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 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 2 FEET BELOW LEVEE AND 1 FT NORTHWEST OF A
 EH0216'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 = MARCH 20, 2026 22:17:28 EDT
 EH0709 ***********************************************************************
 EH0709  DESIGNATION -  J 220
 EH0709  PID         -  EH0709
 EH0709  STATE/COUNTY-  AR/PHILLIPS
 EH0709  COUNTRY     -  US
 EH0709  USGS QUAD   -  FRIARS POINT NW (2018)
 EH0709
 EH0709                         *CURRENT SURVEY CONTROL
 EH0709  ______________________________________________________________________
 EH0709* NAD 83(1997) POSITION- 34 23 45.49531(N) 090 38 29.93547(W)   ADJUSTED
 EH0709* NAD 83(1997) ELLIP HT-    35.043 (meters)        (09/14/99)   ADJUSTED
 EH0709* NAVD 88 ORTHO HEIGHT -    61.751 (meters)      202.59  (feet) ADJUSTED
 EH0709  ______________________________________________________________________
 EH0709  GEOID HEIGHT    -        -26.937 (meters)                     GEOID18
 EH0709  NAD 83(1997) X  -    -59,001.202 (meters)                     COMP
 EH0709  NAD 83(1997) Y  - -5,268,269.553 (meters)                     COMP
 EH0709  NAD 83(1997) Z  -  3,582,795.393 (meters)                     COMP
 EH0709  LAPLACE CORR    -          0.66  (seconds)                    DEFLEC18
 EH0709  DYNAMIC HEIGHT  -         61.691 (meters)      202.40  (feet) COMP
 EH0709  MODELED GRAVITY -    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 and
 EH0709.adjusted by the NATIONAL GEODETIC SURVEY
 EH0709.in September 2022.
 EH0709
 EH0709.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0709.GEOID18 height accuracy estimate available here.
 EH0709
 EH0709.Click photographs - Photos may exist for this station.
 EH0709
 EH0709.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH0709
 EH0709.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH0709
 EH0709.The ellipsoidal height was determined by GPS observations
 EH0709.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU1679508583(NAD 83)
 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(1993)-  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  NAVD 88 (06/15/91)   61.760  (m)          202.62   (f) SUPERSEDED  1 2
 EH0709  NGVD 29              61.80   (m)          202.8    (f) LEVELING    3  
 EH0709  NGVD 29 (11/26/84)   61.801  (m)          202.76   (f) ADJUSTED    1 2
 EH0709
 EH0709.Superseded values are not recommended for survey control.
 EH0709
 EH0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0709.See file dsdata.pdf to determine how the superseded data were derived.
 EH0709
 EH0709_MARKER: DV = VERTICAL CONTROL 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_MAGNETIC: I = MARKER IS A STEEL ROD
 EH0709_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH0745 ***********************************************************************
 EH0745  DESIGNATION -  J 221
 EH0745  PID         -  EH0745
 EH0745  STATE/COUNTY-  AR/PHILLIPS
 EH0745  COUNTRY     -  US
 EH0745  USGS QUAD   -  MELLWOOD (2017)
 EH0745
 EH0745                         *CURRENT SURVEY CONTROL
 EH0745  ______________________________________________________________________
 EH0745* NAD 83(1986) POSITION- 34 12 42.     (N) 090 56 10.     (W)   SCALED
 EH0745* NAVD 88 ORTHO HEIGHT -    57.624 (meters)      189.05  (feet) ADJUSTED
 EH0745  ______________________________________________________________________
 EH0745  GEOID HEIGHT    -        -26.696 (meters)                     GEOID18
 EH0745  DYNAMIC HEIGHT  -         57.568 (meters)      188.87  (feet) COMP
 EH0745  MODELED GRAVITY -    979,648.9   (mgal)                       NAVD 88
 EH0745
 EH0745  VERT ORDER      -  FIRST     CLASS II
 EH0745
 EH0745.The horizontal coordinates were scaled from a map and have
 EH0745.an estimated accuracy of +/- 6 seconds.
 EH0745
 EH0745.The orthometric height was determined by differential leveling and
 EH0745.adjusted by the NATIONAL GEODETIC SURVEY
 EH0745.in September 2022.
 EH0745
 EH0745.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0745.GEOID18 height accuracy estimate available here.
 EH0745
 EH0745.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT901875(NAD 83)
 EH0745
 EH0745                          SUPERSEDED SURVEY CONTROL
 EH0745
 EH0745  NAVD 88 (06/15/91)   57.606  (m)          189.00   (f) SUPERSEDED  1 2
 EH0745  NGVD 29 (11/26/84)   57.665  (m)          189.19   (f) ADJUSTED    1 2
 EH0745
 EH0745.Superseded values are not recommended for survey control.
 EH0745
 EH0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0745.See file dsdata.pdf to determine how the superseded data were derived.
 EH0745
 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 = MARCH 20, 2026 22:17:28 EDT
 EH0986 ***********************************************************************
 EH0986  DESIGNATION -  J 222
 EH0986  PID         -  EH0986
 EH0986  STATE/COUNTY-  AR/LEE
 EH0986  COUNTRY     -  US
 EH0986  USGS QUAD   -  STUBBS ISLAND (2018)
 EH0986
 EH0986                         *CURRENT SURVEY CONTROL
 EH0986  ______________________________________________________________________
 EH0986* NAD 83(1986) POSITION- 34 40 55.     (N) 090 36 06.     (W)   SCALED
 EH0986* NAVD 88 ORTHO HEIGHT -    63.664 (meters)      208.87  (feet) ADJUSTED
 EH0986  ______________________________________________________________________
 EH0986  GEOID HEIGHT    -        -26.971 (meters)                     GEOID18
 EH0986  DYNAMIC HEIGHT  -         63.603 (meters)      208.67  (feet) COMP
 EH0986  MODELED GRAVITY -    979,687.9   (mgal)                       NAVD 88
 EH0986
 EH0986  VERT ORDER      -  FIRST     CLASS II
 EH0986
 EH0986.The horizontal coordinates were scaled from a map and have
 EH0986.an estimated accuracy of +/- 6 seconds.
 EH0986
 EH0986.The orthometric height was determined by differential leveling and
 EH0986.adjusted by the NATIONAL GEODETIC SURVEY
 EH0986.in June 1991.
 EH0986
 EH0986.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0986.GEOID18 height accuracy estimate available here.
 EH0986
 EH0986.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU197403(NAD 83)
 EH0986
 EH0986                          SUPERSEDED SURVEY CONTROL
 EH0986
 EH0986  NGVD 29 (11/26/84)   63.694  (m)          208.97   (f) ADJUSTED    1 2
 EH0986
 EH0986.Superseded values are not recommended for survey control.
 EH0986
 EH0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0986.See file dsdata.pdf to determine how the superseded data were derived.
 EH0986
 EH0986_MARKER: DV = VERTICAL CONTROL 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_MARK LOGO: NGS
 EH0986_MAGNETIC: I = MARKER IS A STEEL ROD
 EH0986_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 MILES SOUTH ALONG THE LEVEE FROM THE JUNCTION OF A DIRT ROAD AT
 EH0986'WHITEHALL, 13 FT NORTHWEST OF THE CENTERLINE OF THE LEVEE, AND 2 FT
 EH0986'SOUTHEAST OF MILEPOST 213/214.  A DISK ON TOP OF A COPPER-COATED STEEL
 EH0986'ROD TO A DEPTH OF 4 FT ENCASED IN A PIPE 2 FT BELOW LEVEE 1 FT
 EH0986'SOUTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH0774 ***********************************************************************
 EH0774  DESIGNATION -  J 223
 EH0774  PID         -  EH0774
 EH0774  STATE/COUNTY-  AR/DESHA
 EH0774  COUNTRY     -  US
 EH0774  USGS QUAD   -  LACONIA (2017)
 EH0774
 EH0774                         *CURRENT SURVEY CONTROL
 EH0774  ______________________________________________________________________
 EH0774* NAD 83(2011) POSITION- 34 02 02.10778(N) 090 57 44.97643(W)   ADJUSTED
 EH0774* NAD 83(2011) ELLIP HT-    28.420 (meters)        (09/15/17)   ADJUSTED
 EH0774* NAD 83(2011) EPOCH   -  2010.00
 EH0774* NAVD 88 ORTHO HEIGHT -    55.024 (meters)      180.52  (feet) ADJUSTED
 EH0774  ______________________________________________________________________
 EH0774  GEOID HEIGHT    -        -26.552 (meters)                     GEOID18
 EH0774  NAD 83(2011) X  -    -88,880.609 (meters)                     COMP
 EH0774  NAD 83(2011) Y  - -5,290,430.518 (meters)                     COMP
 EH0774  NAD 83(2011) Z  -  3,549,580.991 (meters)                     COMP
 EH0774  LAPLACE CORR    -         -0.47  (seconds)                    DEFLEC18
 EH0774  DYNAMIC HEIGHT  -         54.969 (meters)      180.34  (feet) COMP
 EH0774  MODELED GRAVITY -    979,639.6   (mgal)                       NAVD 88
 EH0774
 EH0774  VERT ORDER      -  FIRST     CLASS II
 EH0774
 EH0774  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 EH0774  Standards:
 EH0774         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 EH0774            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 EH0774  -------------------------------------------------------------------
 EH0774  NETWORK    0.49   0.33           0.19   0.21   0.17      0.01419728
 EH0774  -------------------------------------------------------------------
 EH0774  Click here for local accuracies and other accuracy information.
 EH0774
 EH0774.The horizontal coordinates were established by GPS observations
 EH0774.and adjusted by the National Geodetic Survey in September 2017.
 EH0774
 EH0774.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 EH0774.been affixed to the stable North American tectonic plate. See 
 EH0774.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 EH0774
 EH0774.The horizontal coordinates are valid at the epoch date displayed above
 EH0774.which is a decimal equivalence of Year/Month/Day.
 EH0774
 EH0774.The orthometric height was determined by differential leveling and
 EH0774.adjusted by the NATIONAL GEODETIC SURVEY
 EH0774.in September 2022.
 EH0774
 EH0774.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0774.GEOID18 height accuracy estimate available here.
 EH0774
 EH0774.Click photographs - Photos may exist 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 DEFLEC18 derived deflections.
 EH0774
 EH0774.The ellipsoidal height was determined by GPS observations
 EH0774.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 EH0774
 EH0774;                    North         East     Units Scale Factor Converg.
 EH0774;SPC AR S     -   552,130.326   495,802.255   MT  0.99991847   +0 34 50.5
 EH0774;SPC AR S     - 1,811,447.58  1,626,644.56   sFT  0.99991847   +0 34 50.5
 EH0774;UTM  15      - 3,767,789.186   688,099.422   MT  1.00003617   +1 08 26.5
 EH0774
 EH0774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH0774!SPC AR S     -   0.99999554  x   0.99991847  =   0.99991401
 EH0774!UTM  15      -   0.99999554  x   1.00003617  =   1.00003171
 EH0774
 EH0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT8809967789(NAD 83)
 EH0774
 EH0774                          SUPERSEDED SURVEY CONTROL
 EH0774
 EH0774  ELLIP H (08/11/14)   28.409  (m)                       GP(       )    
 EH0774  NAD 83(2011)-  34 02 02.10692(N)    090 57 44.97592(W) AD(2010.00) 0
 EH0774  ELLIP H (06/27/12)   28.457  (m)                       GP(2010.00)    
 EH0774  NAD 83(2007)-  34 02 02.10684(N)    090 57 44.97674(W) AD(2002.00) 0
 EH0774  ELLIP H (02/10/07)   28.479  (m)                       GP(2002.00)    
 EH0774  NAD 83(1997)-  34 02 02.10695(N)    090 57 44.97634(W) AD(       ) B
 EH0774  ELLIP H (11/18/03)   28.476  (m)                       GP(       ) 2 2
 EH0774  NAD 83(1997)-  34 02 02.10664(N)    090 57 44.97627(W) AD(       ) 1
 EH0774  ELLIP H (01/24/03)   28.467  (m)                       GP(       ) 2 2
 EH0774  NAVD 88 (08/11/14)   55.0    (m)  GEOID12A model used  GPS OBS        
 EH0774  NAVD 88 (06/15/91)   55.002  (m)          180.45   (f) SUPERSEDED  1 2
 EH0774  NGVD 29 (11/26/84)   55.047  (m)          180.60   (f) ADJUSTED    1 2
 EH0774
 EH0774.Superseded values are not recommended for survey control.
 EH0774
 EH0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0774.See file dsdata.pdf to determine how the superseded data were derived.
 EH0774
 EH0774_MARKER: DV = VERTICAL CONTROL 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 - November 27, 2012
 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             USACE
 EH0774  HISTORY     - 20011018 GOOD             3001
 EH0774  HISTORY     - 20020406 GOOD             USACE
 EH0774  HISTORY     - 20020723 GOOD             PYBURN
 EH0774  HISTORY     - 20020912 GOOD             PYBURN
 EH0774  HISTORY     - 20121127 GOOD             JMSM
 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 ARMY CORPS OF 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 MILES SOUTHWEST OF LACONIA, ARKANSAS.  8.0 MILES
 EH0774'SOUTHEAST OF GRUMROD, ARKANSAS, ON THE MISSISSIPPI RIVER LEVEE.  LMP
 EH0774'57/58.
 EH0774'
 EH0774'TO REACH THE STATION FROM THE INTERSECTION OF HWY 85, HWY 44 AND CR 76
 EH0774'(2.2 MILES EAST OF SNOW LAKE, ARK) PROCEED EAST THEN SOUTHEAST ON
 EH0774'NICKEY ROAD, CR 76 (A GRAVEL ROAD), 3.5 MILES TO THE INTERSECTION OF
 EH0774'THE MISSISSIPPI RIVER LEVEE.  TURN RIGHT (SOUTHWEST) AND PROCEED 1.7
 EH0774'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 PROJECTING 0 INCHES, 1 FOOT BELOW LEVEE.  1.5 FEET
 EH0774'EAST OF MILE POST 57/58.  0.7 FEET WEST OF CARSONITE WITNESS POST.  17
 EH0774'FEET NORTH OF CENTERLINE OF LEVEE.
 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
 EH0774                          STATION RECOVERY (2002)
 EH0774
 EH0774'RECOVERY NOTE BY PYBURN AND ODOM, INCORPORATED 2002
 EH0774'RECOVERED AS DESCRIBED
 EH0774
 EH0774                          STATION RECOVERY (2012)
 EH0774
 EH0774'RECOVERY NOTE BY JOHNSON-MCADAMS SURVEYING AND MAPPING 2012 (HM)
 EH0774'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1478 ***********************************************************************
 EH1478  DESIGNATION -  J 224
 EH1478  PID         -  EH1478
 EH1478  STATE/COUNTY-  AR/MONROE
 EH1478  COUNTRY     -  US
 EH1478  USGS QUAD   -  TURNER (2017)
 EH1478
 EH1478                         *CURRENT SURVEY CONTROL
 EH1478  ______________________________________________________________________
 EH1478* NAD 83(1986) POSITION- 34 25 13.     (N) 091 04 20.     (W)   SCALED
 EH1478* NAVD 88 ORTHO HEIGHT -    49.973 (meters)      163.95  (feet) ADJUSTED
 EH1478  ______________________________________________________________________
 EH1478  GEOID HEIGHT    -        -26.811 (meters)                     GEOID18
 EH1478  DYNAMIC HEIGHT  -         49.924 (meters)      163.79  (feet) COMP
 EH1478  MODELED GRAVITY -    979,666.9   (mgal)                       NAVD 88
 EH1478
 EH1478  VERT ORDER      -  FIRST     CLASS II
 EH1478
 EH1478.The horizontal coordinates were scaled from a map and have
 EH1478.an estimated accuracy of +/- 6 seconds.
 EH1478
 EH1478.The orthometric height was determined by differential leveling and
 EH1478.adjusted by the NATIONAL GEODETIC SURVEY
 EH1478.in August 1993.
 EH1478
 EH1478.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1478.GEOID18 height accuracy estimate available here.
 EH1478
 EH1478.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU771104(NAD 83)
 EH1478
 EH1478                          SUPERSEDED SURVEY CONTROL
 EH1478
 EH1478  NAVD 88 (06/15/91)   49.958  (m)          163.90   (f) SUPERSEDED  1 2
 EH1478  NGVD 29 (11/26/84)   50.002  (m)          164.05   (f) ADJUSTED    1 2
 EH1478
 EH1478.Superseded values are not recommended for survey control.
 EH1478
 EH1478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1478.See file dsdata.pdf to determine how the superseded data were derived.
 EH1478
 EH1478_MARKER: DV = VERTICAL CONTROL 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_MARK LOGO: NGS
 EH1478_MAGNETIC: I = MARKER IS A STEEL ROD
 EH1478_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1494 ***********************************************************************
 EH1494  DESIGNATION -  J 225
 EH1494  PID         -  EH1494
 EH1494  STATE/COUNTY-  AR/ARKANSAS
 EH1494  COUNTRY     -  US
 EH1494  USGS QUAD   -  ETHEL (2017)
 EH1494
 EH1494                         *CURRENT SURVEY CONTROL
 EH1494  ______________________________________________________________________
 EH1494* NAD 83(1986) POSITION- 34 21 08.     (N) 091 14 52.     (W)   SCALED
 EH1494* NAVD 88 ORTHO HEIGHT -    56.629 (meters)      185.79  (feet) ADJUSTED
 EH1494  ______________________________________________________________________
 EH1494  GEOID HEIGHT    -        -26.594 (meters)                     GEOID18
 EH1494  DYNAMIC HEIGHT  -         56.574 (meters)      185.61  (feet) COMP
 EH1494  MODELED GRAVITY -    979,666.6   (mgal)                       NAVD 88
 EH1494
 EH1494  VERT ORDER      -  FIRST     CLASS II
 EH1494
 EH1494.The horizontal coordinates were scaled from a map and have
 EH1494.an estimated accuracy of +/- 6 seconds.
 EH1494
 EH1494.The orthometric height was determined by differential leveling and
 EH1494.adjusted by the NATIONAL GEODETIC SURVEY
 EH1494.in August 1993.
 EH1494
 EH1494.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1494.GEOID18 height accuracy estimate available here.
 EH1494
 EH1494.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU611026(NAD 83)
 EH1494
 EH1494                          SUPERSEDED SURVEY CONTROL
 EH1494
 EH1494  NAVD 88 (06/15/91)   56.596  (m)          185.68   (f) SUPERSEDED  1 2
 EH1494  NGVD 29 (11/26/84)   56.653  (m)          185.87   (f) ADJUSTED    1 2
 EH1494
 EH1494.Superseded values are not recommended for survey control.
 EH1494
 EH1494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1494.See file dsdata.pdf to determine how the superseded data were derived.
 EH1494
 EH1494_MARKER: DV = VERTICAL CONTROL 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_MARK LOGO: NGS
 EH1494_MAGNETIC: I = MARKER IS A STEEL ROD
 EH1494_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 DK0897 ***********************************************************************
 DK0897  DESIGNATION -  J 226
 DK0897  PID         -  DK0897
 DK0897  STATE/COUNTY-  AR/ARKANSAS
 DK0897  COUNTRY     -  US
 DK0897  USGS QUAD   -  DUMAS (2017)
 DK0897
 DK0897                         *CURRENT SURVEY CONTROL
 DK0897  ______________________________________________________________________
 DK0897* NAD 83(1986) POSITION- 33 59 33.     (N) 091 23 03.     (W)   SCALED
 DK0897* NAVD 88 ORTHO HEIGHT -    50.567 (meters)      165.90  (feet) ADJUSTED
 DK0897  ______________________________________________________________________
 DK0897  GEOID HEIGHT    -        -26.119 (meters)                     GEOID18
 DK0897  DYNAMIC HEIGHT  -         50.517 (meters)      165.74  (feet) COMP
 DK0897  MODELED GRAVITY -    979,655.6   (mgal)                       NAVD 88
 DK0897
 DK0897  VERT ORDER      -  FIRST     CLASS II
 DK0897
 DK0897.The horizontal coordinates were scaled from a map and have
 DK0897.an estimated accuracy of +/- 6 seconds.
 DK0897
 DK0897.The orthometric height was determined by differential leveling and
 DK0897.adjusted by the NATIONAL GEODETIC SURVEY
 DK0897.in June 1991.
 DK0897
 DK0897.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK0897.GEOID18 height accuracy estimate available here.
 DK0897
 DK0897.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT492625(NAD 83)
 DK0897
 DK0897                          SUPERSEDED SURVEY CONTROL
 DK0897
 DK0897  NGVD 29 (11/26/84)   50.629  (m)          166.11   (f) ADJUSTED    1 2
 DK0897
 DK0897.Superseded values are not recommended for survey control.
 DK0897
 DK0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0897.See file dsdata.pdf to determine how the superseded data were derived.
 DK0897
 DK0897_MARKER: DV = VERTICAL CONTROL DISK
 DK0897_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DK0897_STAMPING: J 226 1976
 DK0897_MARK LOGO: NGS
 DK0897_MAGNETIC: I = MARKER IS A STEEL ROD
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1479 ***********************************************************************
 EJ1479  DESIGNATION -  J 24
 EJ1479  PID         -  EJ1479
 EJ1479  STATE/COUNTY-  AR/MONTGOMERY
 EJ1479  COUNTRY     -  US
 EJ1479  USGS QUAD   -  BRUSHY CREEK MOUNTAIN (2017)
 EJ1479
 EJ1479                         *CURRENT SURVEY CONTROL
 EJ1479  ______________________________________________________________________
 EJ1479* NAD 83(1986) POSITION- 34 41 08.55   (N) 093 48 31.92   (W)   HD_HELD1
 EJ1479* NAVD 88 ORTHO HEIGHT -   283.502 (meters)      930.12  (feet) ADJUSTED
 EJ1479  ______________________________________________________________________
 EJ1479  GEOID HEIGHT    -        -29.455 (meters)                     GEOID18
 EJ1479  DYNAMIC HEIGHT  -        283.206 (meters)      929.15  (feet) COMP
 EJ1479  MODELED GRAVITY -    979,584.8   (mgal)                       NAVD 88
 EJ1479
 EJ1479  VERT ORDER      -  SECOND    CLASS 0
 EJ1479
 EJ1479.The horizontal coordinates were determined by differentially corrected
 EJ1479.hand held GPS observations or other comparable positioning techniques
 EJ1479.and have an estimated accuracy of +/- 3 meters.
 EJ1479
 EJ1479.The orthometric height was determined by differential leveling and
 EJ1479.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1479.in June 1991.
 EJ1479
 EJ1479.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1479.GEOID18 height accuracy estimate available here.
 EJ1479
 EJ1479.Click photographs - Photos may exist for this station.
 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     -   625,407.2     234,254.4     MT  (+/- 3 meters HH1 GPS) 
 EJ1479
 EJ1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU2590738487(NAD 83)
 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
 EJ1479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1479.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1479
 EJ1479_MARKER: DB = BENCH MARK DISK
 EJ1479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1479_STAMPING: 929.873 J 24 1932
 EJ1479_MARK LOGO: CGS
 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             CGS
 EJ1479  HISTORY     - 20080312 MARK NOT FOUND   ARHD
 EJ1479
 EJ1479                          STATION DESCRIPTION
 EJ1479
 EJ1479'DESCRIBED BY COAST AND 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.
 EJ1479
 EJ1479                          STATION RECOVERY (2008)
 EJ1479
 EJ1479'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2008 (WDA)
 EJ1479'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK0928 ***********************************************************************
 DK0928  DESIGNATION -  J 240
 DK0928  PID         -  DK0928
 DK0928  STATE/COUNTY-  AR/DREW
 DK0928  COUNTRY     -  US
 DK0928  USGS QUAD   -  MCGEHEE NORTH (2017)
 DK0928
 DK0928                         *CURRENT SURVEY CONTROL
 DK0928  ______________________________________________________________________
 DK0928* NAD 83(1986) POSITION- 33 43 10.     (N) 091 28 42.     (W)   SCALED
 DK0928* NAVD 88 ORTHO HEIGHT -    47.118 (meters)      154.59  (feet) ADJUSTED
 DK0928  ______________________________________________________________________
 DK0928  GEOID HEIGHT    -        -26.071 (meters)                     GEOID18
 DK0928  DYNAMIC HEIGHT  -         47.070 (meters)      154.43  (feet) COMP
 DK0928  MODELED GRAVITY -    979,619.6   (mgal)                       NAVD 88
 DK0928
 DK0928  VERT ORDER      -  FIRST     CLASS II
 DK0928
 DK0928.The horizontal coordinates were scaled from a map and have
 DK0928.an estimated accuracy of +/- 6 seconds.
 DK0928
 DK0928.The orthometric height was determined by differential leveling and
 DK0928.adjusted by the NATIONAL GEODETIC SURVEY
 DK0928.in June 1991.
 DK0928
 DK0928.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK0928.GEOID18 height accuracy estimate available here.
 DK0928
 DK0928.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT409320(NAD 83)
 DK0928
 DK0928                          SUPERSEDED SURVEY CONTROL
 DK0928
 DK0928  NGVD 29 (11/26/84)   47.244  (m)          155.00   (f) ADJUSTED    1 2
 DK0928
 DK0928.Superseded values are not recommended for survey control.
 DK0928
 DK0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0928.See file dsdata.pdf to determine how the superseded data were derived.
 DK0928
 DK0928_MARKER: DB = BENCH MARK DISK
 DK0928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0928_STAMPING: J 240 1939
 DK0928_MARK LOGO: CGS
 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
 DK0928                          STATION DESCRIPTION
 DK0928
 DK0928'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 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.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DM1187 ***********************************************************************
 DM1187  DESIGNATION -  J 242
 DM1187  PID         -  DM1187
 DM1187  STATE/COUNTY-  AR/LITTLE RIVER
 DM1187  COUNTRY     -  US
 DM1187  USGS QUAD   -  FOREMAN (2017)
 DM1187
 DM1187                         *CURRENT SURVEY CONTROL
 DM1187  ______________________________________________________________________
 DM1187* NAD 83(1997) POSITION- 33 43 30.06566(N) 094 25 20.36956(W)   ADJUSTED
 DM1187* NAVD 88 ORTHO HEIGHT -   130.    (meters)      427.    (feet) SCALED
 DM1187  ______________________________________________________________________
 DM1187  GEOID HEIGHT    -        -27.119 (meters)                     GEOID18
 DM1187  LAPLACE CORR    -          0.41  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1187.GEOID18 height accuracy estimate available here.
 DM1187
 DM1187.Click photographs - Photos may exist for this station.
 DM1187
 DM1187.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM1187
 DM1187. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT6822432575(NAD 83)
 DM1187
 DM1187                          SUPERSEDED SURVEY CONTROL
 DM1187
 DM1187  NAD 83(1993)-  33 43 30.06774(N)    094 25 20.36806(W) AD(       ) 2
 DM1187  NAD 83(1993)-  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
 DM1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1187.See file dsdata.pdf to determine how the superseded data were derived.
 DM1187
 DM1187_MARKER: DD = SURVEY DISK
 DM1187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1187_STAMPING: J-242 1948
 DM1187_MARK LOGO: USACE
 DM1187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1187+STABILITY: SURFACE MOTION
 DM1187
 DM1187  HISTORY     - Date     Condition        Report By
 DM1187  HISTORY     - 1948     MONUMENTED       USACE
 DM1187
 DM1187                          STATION DESCRIPTION
 DM1187
 DM1187'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1948 (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 = MARCH 20, 2026 22:17:28 EDT
 DK1042 ***********************************************************************
 DK1042  DESIGNATION -  J 243
 DK1042  PID         -  DK1042
 DK1042  STATE/COUNTY-  AR/CHICOT
 DK1042  COUNTRY     -  US
 DK1042  USGS QUAD   -  JEROME (2017)
 DK1042
 DK1042                         *CURRENT SURVEY CONTROL
 DK1042  ______________________________________________________________________
 DK1042* NAD 83(1986) POSITION- 33 28 36.     (N) 091 26 32.     (W)   SCALED
 DK1042* NAVD 88 ORTHO HEIGHT -    42.370 (meters)      139.01  (feet) ADJUSTED
 DK1042  ______________________________________________________________________
 DK1042  GEOID HEIGHT    -        -26.077 (meters)                     GEOID18
 DK1042  DYNAMIC HEIGHT  -         42.326 (meters)      138.86  (feet) COMP
 DK1042  MODELED GRAVITY -    979,597.9   (mgal)                       NAVD 88
 DK1042
 DK1042  VERT ORDER      -  FIRST     CLASS II
 DK1042
 DK1042.The horizontal coordinates were scaled from a map and have
 DK1042.an estimated accuracy of +/- 6 seconds.
 DK1042
 DK1042.The orthometric height was determined by differential leveling and
 DK1042.adjusted by the NATIONAL GEODETIC SURVEY
 DK1042.in June 1991.
 DK1042
 DK1042.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1042.GEOID18 height accuracy estimate available here.
 DK1042
 DK1042.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT447052(NAD 83)
 DK1042
 DK1042                          SUPERSEDED SURVEY CONTROL
 DK1042
 DK1042  NGVD 29 (11/26/84)   42.483  (m)          139.38   (f) ADJUSTED    1 2
 DK1042
 DK1042.Superseded values are not recommended for survey control.
 DK1042
 DK1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1042.See file dsdata.pdf to determine how the superseded data were derived.
 DK1042
 DK1042_MARKER: DB = BENCH MARK DISK
 DK1042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1042_STAMPING: J 243 1939
 DK1042_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0391 ***********************************************************************
 FG0391  DESIGNATION -  J 244
 FG0391  PID         -  FG0391
 FG0391  STATE/COUNTY-  AR/PERRY
 FG0391  COUNTRY     -  US
 FG0391  USGS QUAD   -  ADONA (2017)
 FG0391
 FG0391                         *CURRENT SURVEY CONTROL
 FG0391  ______________________________________________________________________
 FG0391* NAD 83(1986) POSITION- 35 02 30.     (N) 092 52 55.     (W)   SCALED
 FG0391* NAVD 88 ORTHO HEIGHT -   100.937 (meters)      331.16  (feet) ADJUSTED
 FG0391  ______________________________________________________________________
 FG0391  GEOID HEIGHT    -        -28.588 (meters)                     GEOID18
 FG0391  DYNAMIC HEIGHT  -        100.840 (meters)      330.84  (feet) COMP
 FG0391  MODELED GRAVITY -    979,672.4   (mgal)                       NAVD 88
 FG0391
 FG0391  VERT ORDER      -  SECOND    CLASS 0
 FG0391
 FG0391.The horizontal coordinates were scaled from a map and have
 FG0391.an estimated accuracy of +/- 6 seconds.
 FG0391
 FG0391.The orthometric height was determined by differential leveling and
 FG0391.adjusted by the NATIONAL GEODETIC SURVEY
 FG0391.in June 1991.
 FG0391
 FG0391.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0391.GEOID18 height accuracy estimate available here.
 FG0391
 FG0391.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU107776(NAD 83)
 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
 FG0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0391.See file dsdata.pdf to determine how the superseded data were derived.
 FG0391
 FG0391_MARKER: DB = BENCH MARK DISK
 FG0391_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0391_STAMPING: J 244 1939
 FG0391_MARK LOGO: CGS
 FG0391_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1160 ***********************************************************************
 FF1160  DESIGNATION -  J 246
 FF1160  PID         -  FF1160
 FF1160  STATE/COUNTY-  AR/POINSETT
 FF1160  COUNTRY     -  US
 FF1160  USGS QUAD   -  GRUBBS (2017)
 FF1160
 FF1160                         *CURRENT SURVEY CONTROL
 FF1160  ______________________________________________________________________
 FF1160* NAD 83(1986) POSITION- 35 40 35.     (N) 091 01 38.     (W)   SCALED
 FF1160* NAVD 88 ORTHO HEIGHT -    72.273 (meters)      237.12  (feet) ADJUSTED
 FF1160  ______________________________________________________________________
 FF1160  GEOID HEIGHT    -        -27.640 (meters)                     GEOID18
 FF1160  DYNAMIC HEIGHT  -         72.211 (meters)      236.91  (feet) COMP
 FF1160  MODELED GRAVITY -    979,776.1   (mgal)                       NAVD 88
 FF1160
 FF1160  VERT ORDER      -  SECOND    CLASS 0
 FF1160
 FF1160.The horizontal coordinates were scaled from a map and have
 FF1160.an estimated accuracy of +/- 6 seconds.
 FF1160
 FF1160.The orthometric height was determined by differential leveling and
 FF1160.adjusted by the NATIONAL GEODETIC SURVEY
 FF1160.in June 1991.
 FF1160
 FF1160.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1160.GEOID18 height accuracy estimate available here.
 FF1160
 FF1160.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV785498(NAD 83)
 FF1160
 FF1160                          SUPERSEDED SURVEY CONTROL
 FF1160
 FF1160  NGVD 29 (11/26/84)   72.200  (m)          236.88   (f) ADJUSTED    2 0
 FF1160
 FF1160.Superseded values are not recommended for survey control.
 FF1160
 FF1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1160.See file dsdata.pdf to determine how the superseded data were derived.
 FF1160
 FF1160_MARKER: DB = BENCH MARK DISK
 FF1160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1160_STAMPING: J 246 1938
 FF1160_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 DL0581 ***********************************************************************
 DL0581  DESIGNATION -  J 247
 DL0581  PID         -  DL0581
 DL0581  STATE/COUNTY-  AR/LAFAYETTE
 DL0581  COUNTRY     -  US
 DL0581  USGS QUAD   -  BUCKNER (2017)
 DL0581
 DL0581                         *CURRENT SURVEY CONTROL
 DL0581  ______________________________________________________________________
 DL0581* NAD 83(1986) POSITION- 33 15 21.     (N) 093 29 35.     (W)   SCALED
 DL0581* NAVD 88 ORTHO HEIGHT -    82.560 (meters)      270.87  (feet) ADJUSTED
 DL0581  ______________________________________________________________________
 DL0581  GEOID HEIGHT    -        -26.564 (meters)                     GEOID18
 DL0581  DYNAMIC HEIGHT  -         82.471 (meters)      270.57  (feet) COMP
 DL0581  MODELED GRAVITY -    979,562.2   (mgal)                       NAVD 88
 DL0581
 DL0581  VERT ORDER      -  SECOND    CLASS 0
 DL0581
 DL0581.The horizontal coordinates were scaled from a map and have
 DL0581.an estimated accuracy of +/- 6 seconds.
 DL0581
 DL0581.The orthometric height was determined by differential leveling and
 DL0581.adjusted by the NATIONAL GEODETIC SURVEY
 DL0581.in June 1991.
 DL0581
 DL0581.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0581.GEOID18 height accuracy estimate available here.
 DL0581
 DL0581.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS540797(NAD 83)
 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
 DL0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0581.See file dsdata.pdf to determine how the superseded data were derived.
 DL0581
 DL0581_MARKER: DB = BENCH MARK DISK
 DL0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0581_STAMPING: J 247 1934
 DL0581_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1171 ***********************************************************************
 FG1171  DESIGNATION -  J 25
 FG1171  PID         -  FG1171
 FG1171  STATE/COUNTY-  AR/POPE
 FG1171  COUNTRY     -  US
 FG1171  USGS QUAD   -  DARDANELLE (2017)
 FG1171
 FG1171                         *CURRENT SURVEY CONTROL
 FG1171  ______________________________________________________________________
 FG1171* NAD 83(1986) POSITION- 35 13 29.     (N) 093 08 52.     (W)   SCALED
 FG1171* NAVD 88 ORTHO HEIGHT -   100.852 (meters)      330.88  (feet) ADJUSTED
 FG1171  ______________________________________________________________________
 FG1171  GEOID HEIGHT    -        -29.242 (meters)                     GEOID18
 FG1171  DYNAMIC HEIGHT  -        100.756 (meters)      330.56  (feet) COMP
 FG1171  MODELED GRAVITY -    979,680.7   (mgal)                       NAVD 88
 FG1171
 FG1171  VERT ORDER      -  SECOND    CLASS 0
 FG1171
 FG1171.The horizontal coordinates were scaled from a map and have
 FG1171.an estimated accuracy of +/- 6 seconds.
 FG1171
 FG1171.The orthometric height was determined by differential leveling and
 FG1171.adjusted by the NATIONAL GEODETIC SURVEY
 FG1171.in June 1991.
 FG1171
 FG1171.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1171.GEOID18 height accuracy estimate available here.
 FG1171
 FG1171.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU865979(NAD 83)
 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
 FG1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1171.See file dsdata.pdf to determine how the superseded data were derived.
 FG1171
 FG1171_MARKER: DB = BENCH MARK DISK
 FG1171_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FG1171_SP_SET: BRIDGE
 FG1171_STAMPING: J 25 1932
 FG1171_MARK LOGO: CGS
 FG1171_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1171
 FG1171  HISTORY     - Date     Condition        Report By
 FG1171  HISTORY     - 1932     MONUMENTED       CGS
 FG1171  HISTORY     - 1940     GOOD             CGS
 FG1171  HISTORY     - 1972     MARK NOT FOUND   USGS
 FG1171
 FG1171                          STATION DESCRIPTION
 FG1171
 FG1171'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0528 ***********************************************************************
 EJ0528  DESIGNATION -  J 250
 EJ0528  PID         -  EJ0528
 EJ0528  STATE/COUNTY-  AR/JEFFERSON
 EJ0528  COUNTRY     -  US
 EJ0528  USGS QUAD   -  WRIGHT (2017)
 EJ0528
 EJ0528                         *CURRENT SURVEY CONTROL
 EJ0528  ______________________________________________________________________
 EJ0528* NAD 83(1986) POSITION- 34 23 08.5    (N) 092 06 33.0    (W)   HD_HELD2
 EJ0528* NAVD 88 ORTHO HEIGHT -    86.280 (meters)      283.07  (feet) ADJUSTED
 EJ0528  ______________________________________________________________________
 EJ0528  GEOID HEIGHT    -        -26.075 (meters)                     GEOID18
 EJ0528  DYNAMIC HEIGHT  -         86.198 (meters)      282.80  (feet) COMP
 EJ0528  MODELED GRAVITY -    979,681.2   (mgal)                       NAVD 88
 EJ0528
 EJ0528  VERT ORDER      -  SECOND    CLASS 0
 EJ0528
 EJ0528.The horizontal coordinates were established by autonomous hand held GPS
 EJ0528.observations and have an estimated accuracy of +/- 10 meters.
 EJ0528
 EJ0528.The orthometric height was determined by differential leveling and
 EJ0528.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0528.in June 1991.
 EJ0528
 EJ0528.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0528.GEOID18 height accuracy estimate available here.
 EJ0528
 EJ0528.Click photographs - Photos may exist for this station.
 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     -   590,668.      389,961.      MT  (+/- 10 meters HH2 GPS)
 EJ0528
 EJ0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU8189405281(NAD 83)
 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
 EJ0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0528.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0528
 EJ0528_MARKER: DB = BENCH MARK DISK
 EJ0528_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EJ0528_SP_SET: CULVERT HEADWALL
 EJ0528_STAMPING: J 250 1940
 EJ0528_MARK LOGO: CGS
 EJ0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0528+STABILITY: SURFACE MOTION
 EJ0528
 EJ0528  HISTORY     - Date     Condition        Report By
 EJ0528  HISTORY     - 1940     MONUMENTED       CGS
 EJ0528  HISTORY     - 20080603 GOOD             USACEL
 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.
 EJ0528
 EJ0528                          STATION RECOVERY (2008)
 EJ0528
 EJ0528'RECOVERY NOTE BY USACE LITTLE ROCK 2008 (RED)
 EJ0528'MONUMENT IS IN RD.R/W BUT THERE ARE TALL TREES ON BOTH SIDES OF THE
 EJ0528'ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1771 ***********************************************************************
 EH1771  DESIGNATION -  J 251
 EH1771  PID         -  EH1771
 EH1771  STATE/COUNTY-  AR/JEFFERSON
 EH1771  COUNTRY     -  US
 EH1771  USGS QUAD   -  ROB ROY (2017)
 EH1771
 EH1771                         *CURRENT SURVEY CONTROL
 EH1771  ______________________________________________________________________
 EH1771* NAD 83(1986) POSITION- 34 17 55.     (N) 091 57 05.     (W)   SCALED
 EH1771* NAVD 88 ORTHO HEIGHT -    63.972 (meters)      209.88  (feet) ADJUSTED
 EH1771  ______________________________________________________________________
 EH1771  GEOID HEIGHT    -        -26.065 (meters)                     GEOID18
 EH1771  DYNAMIC HEIGHT  -         63.910 (meters)      209.68  (feet) COMP
 EH1771  MODELED GRAVITY -    979,671.0   (mgal)                       NAVD 88
 EH1771
 EH1771  VERT ORDER      -  SECOND    CLASS 0
 EH1771
 EH1771.The horizontal coordinates were scaled from a map and have
 EH1771.an estimated accuracy of +/- 6 seconds.
 EH1771
 EH1771.The orthometric height was determined by differential leveling and
 EH1771.adjusted by the NATIONAL GEODETIC SURVEY
 EH1771.in June 1991.
 EH1771
 EH1771.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1771.GEOID18 height accuracy estimate available here.
 EH1771
 EH1771.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT964957(NAD 83)
 EH1771
 EH1771                          SUPERSEDED SURVEY CONTROL
 EH1771
 EH1771  NGVD 29 (11/26/84)   64.003  (m)          209.98   (f) ADJUSTED    2 0
 EH1771
 EH1771.Superseded values are not recommended for survey control.
 EH1771
 EH1771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1771.See file dsdata.pdf to determine how the superseded data were derived.
 EH1771
 EH1771_MARKER: DB = BENCH MARK DISK
 EH1771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1771_STAMPING: J 251 1940
 EH1771_MARK LOGO: CGS
 EH1771_PROJECTION: PROJECTING 10 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0169 ***********************************************************************
 EJ0169  DESIGNATION -  J 252
 EJ0169  PID         -  EJ0169
 EJ0169  STATE/COUNTY-  AR/PULASKI
 EJ0169  COUNTRY     -  US
 EJ0169  USGS QUAD   -  KEO (2017)
 EJ0169
 EJ0169                         *CURRENT SURVEY CONTROL
 EJ0169  ______________________________________________________________________
 EJ0169* NAD 83(1986) POSITION- 34 30 46.     (N) 092 06 31.     (W)   SCALED
 EJ0169* NAVD 88 ORTHO HEIGHT -    69.792 (meters)      228.98  (feet) ADJUSTED
 EJ0169  ______________________________________________________________________
 EJ0169  GEOID HEIGHT    -        -26.217 (meters)                     GEOID18
 EJ0169  DYNAMIC HEIGHT  -         69.726 (meters)      228.76  (feet) COMP
 EJ0169  MODELED GRAVITY -    979,692.2   (mgal)                       NAVD 88
 EJ0169
 EJ0169  VERT ORDER      -  SECOND    CLASS 0
 EJ0169
 EJ0169.The horizontal coordinates were scaled from a map and have
 EJ0169.an estimated accuracy of +/- 6 seconds.
 EJ0169
 EJ0169.The orthometric height was determined by differential leveling and
 EJ0169.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0169.in June 1991.
 EJ0169
 EJ0169.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0169.GEOID18 height accuracy estimate available here.
 EJ0169
 EJ0169.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU818193(NAD 83)
 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
 EJ0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0169.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0169
 EJ0169_MARKER: DB = BENCH MARK DISK
 EJ0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0169_STAMPING: J 252 1940
 EJ0169_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1082 ***********************************************************************
 FG1082  DESIGNATION -  J 253 RESET
 FG1082  PID         -  FG1082
 FG1082  STATE/COUNTY-  AR/YELL
 FG1082  COUNTRY     -  US
 FG1082  USGS QUAD   -  DARDANELLE (2017)
 FG1082
 FG1082                         *CURRENT SURVEY CONTROL
 FG1082  ______________________________________________________________________
 FG1082* NAD 83(1986) POSITION- 35 14 59.     (N) 093 13 16.     (W)   SCALED
 FG1082* NAVD 88 ORTHO HEIGHT -   104.78  (meters)      343.8   (feet) RESET
 FG1082  ______________________________________________________________________
 FG1082  GEOID HEIGHT    -        -29.317 (meters)                     GEOID18
 FG1082  VERT ORDER      -  THIRD
 FG1082
 FG1082.The horizontal coordinates were scaled from a map and have
 FG1082.an estimated accuracy of +/- 6 seconds.
 FG1082
 FG1082.The orthometric height was computed from unverified reset data.
 FG1082
 FG1082.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1082.GEOID18 height accuracy estimate available here.
 FG1082
 FG1082.Click photographs - Photos may exist for this station.
 FG1082
 FG1082;                    North         East    Units  Estimated Accuracy
 FG1082;SPC AR N     -   102,360.      288,880.      MT  (+/- 180 meters Scaled)
 FG1082
 FG1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV798007(NAD 83)
 FG1082
 FG1082                          SUPERSEDED SURVEY CONTROL
 FG1082
 FG1082.No superseded survey control is available for this station.
 FG1082
 FG1082_MARKER: DB = BENCH MARK DISK
 FG1082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1082_STAMPING: J 253 RESET 1962
 FG1082_MARK LOGO: CGS
 FG1082_PROJECTION: PROJECTING 5 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1241 ***********************************************************************
 FG1241  DESIGNATION -  J 255
 FG1241  PID         -  FG1241
 FG1241  STATE/COUNTY-  AR/FRANKLIN
 FG1241  COUNTRY     -  US
 FG1241  USGS QUAD   -  OZARK (2017)
 FG1241
 FG1241                         *CURRENT SURVEY CONTROL
 FG1241  ______________________________________________________________________
 FG1241* NAD 83(1986) POSITION- 35 23 08.     (N) 093 48 40.     (W)   SCALED
 FG1241* NAVD 88 ORTHO HEIGHT -   190.354 (meters)      624.52  (feet) ADJUSTED
 FG1241  ______________________________________________________________________
 FG1241  GEOID HEIGHT    -        -29.556 (meters)                     GEOID18
 FG1241  DYNAMIC HEIGHT  -        190.175 (meters)      623.93  (feet) COMP
 FG1241  MODELED GRAVITY -    979,694.3   (mgal)                       NAVD 88
 FG1241
 FG1241  VERT ORDER      -  SECOND    CLASS 0
 FG1241
 FG1241.The horizontal coordinates were scaled from a map and have
 FG1241.an estimated accuracy of +/- 6 seconds.
 FG1241
 FG1241.The orthometric height was determined by differential leveling and
 FG1241.adjusted by the NATIONAL GEODETIC SURVEY
 FG1241.in June 1991.
 FG1241
 FG1241.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1241.GEOID18 height accuracy estimate available here.
 FG1241
 FG1241.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV263161(NAD 83)
 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
 FG1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1241.See file dsdata.pdf to determine how the superseded data were derived.
 FG1241
 FG1241_MARKER: DB = BENCH MARK DISK
 FG1241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1241_STAMPING: J 255 1940
 FG1241_MARK LOGO: CGS
 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             CGS
 FG1241  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG1241
 FG1241                          STATION DESCRIPTION
 FG1241
 FG1241'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG1242 ***********************************************************************
 FG1242  DESIGNATION -  J 255 RESET
 FG1242  PID         -  FG1242
 FG1242  STATE/COUNTY-  AR/FRANKLIN
 FG1242  COUNTRY     -  US
 FG1242  USGS QUAD   -  OZARK (2017)
 FG1242
 FG1242                         *CURRENT SURVEY CONTROL
 FG1242  ______________________________________________________________________
 FG1242* NAD 83(1986) POSITION- 35 23 08.     (N) 093 48 40.     (W)   SCALED
 FG1242* NAVD 88 ORTHO HEIGHT -   189.76  (meters)      622.6   (feet) RESET
 FG1242  ______________________________________________________________________
 FG1242  GEOID HEIGHT    -        -29.556 (meters)                     GEOID18
 FG1242  VERT ORDER      -  THIRD
 FG1242
 FG1242.The horizontal coordinates were scaled from a map and have
 FG1242.an estimated accuracy of +/- 6 seconds.
 FG1242
 FG1242.The orthometric height was computed from unverified reset data.
 FG1242
 FG1242.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1242.GEOID18 height accuracy estimate available here.
 FG1242
 FG1242.Click photographs - Photos may exist for this station.
 FG1242
 FG1242;                    North         East    Units  Estimated Accuracy
 FG1242;SPC AR N     -   118,250.      235,470.      MT  (+/- 180 meters Scaled)
 FG1242
 FG1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV263161(NAD 83)
 FG1242
 FG1242                          SUPERSEDED SURVEY CONTROL
 FG1242
 FG1242.No superseded survey control is available for this station.
 FG1242
 FG1242_MARKER: DB = BENCH MARK DISK
 FG1242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1242_STAMPING: J 255 RESET 1964
 FG1242_MARK LOGO: CGS
 FG1242_PROJECTION: PROJECTING 10 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FH0186 ***********************************************************************
 FH0186  DESIGNATION -  J 256
 FH0186  PID         -  FH0186
 FH0186  STATE/COUNTY-  AR/SEBASTIAN
 FH0186  COUNTRY     -  US
 FH0186  USGS QUAD   -  ALMA (2017)
 FH0186
 FH0186                         *CURRENT SURVEY CONTROL
 FH0186  ______________________________________________________________________
 FH0186* NAD 83(1986) POSITION- 35 24 33.     (N) 094 07 55.     (W)   SCALED
 FH0186* NAVD 88 ORTHO HEIGHT -   118.690 (meters)      389.40  (feet) ADJUSTED
 FH0186  ______________________________________________________________________
 FH0186  GEOID HEIGHT    -        -29.725 (meters)                     GEOID18
 FH0186  DYNAMIC HEIGHT  -        118.580 (meters)      389.04  (feet) COMP
 FH0186  MODELED GRAVITY -    979,707.8   (mgal)                       NAVD 88
 FH0186
 FH0186  VERT ORDER      -  FIRST     CLASS II
 FH0186
 FH0186.The horizontal coordinates were scaled from a map and have
 FH0186.an estimated accuracy of +/- 6 seconds.
 FH0186
 FH0186.The orthometric height was determined by differential leveling and
 FH0186.adjusted by the NATIONAL GEODETIC SURVEY
 FH0186.in June 1991.
 FH0186
 FH0186.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0186.GEOID18 height accuracy estimate available here.
 FH0186
 FH0186.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV972190(NAD 83)
 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
 FH0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0186.See file dsdata.pdf to determine how the superseded data were derived.
 FH0186
 FH0186_MARKER: DB = BENCH MARK DISK
 FH0186_SETTING: 66 = SET IN ROCK 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH0186+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2012
 FH0186
 FH0186  HISTORY     - Date     Condition        Report By
 FH0186  HISTORY     - 1940     MONUMENTED       CGS
 FH0186  HISTORY     - 1959     GOOD             CGS
 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  HISTORY     - 20120806 GOOD             ARHD
 FH0186
 FH0186                          STATION DESCRIPTION
 FH0186
 FH0186'DESCRIBED BY COAST AND 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.
 FH0186
 FH0186                          STATION RECOVERY (2012)
 FH0186
 FH0186'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (CW)
 FH0186'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL1140 ***********************************************************************
 DL1140  DESIGNATION -  J 258
 DL1140  PID         -  DL1140
 DL1140  STATE/COUNTY-  AR/MILLER
 DL1140  COUNTRY     -  US
 DL1140  USGS QUAD   -  GARLAND (2017)
 DL1140
 DL1140                         *CURRENT SURVEY CONTROL
 DL1140  ______________________________________________________________________
 DL1140* NAD 83(1986) POSITION- 33 17 18.     (N) 093 42 35.     (W)   SCALED
 DL1140* NAVD 88 ORTHO HEIGHT -    68.068 (meters)      223.32  (feet) ADJUSTED
 DL1140  ______________________________________________________________________
 DL1140  GEOID HEIGHT    -        -26.708 (meters)                     GEOID18
 DL1140  DYNAMIC HEIGHT  -         67.995 (meters)      223.08  (feet) COMP
 DL1140  MODELED GRAVITY -    979,562.2   (mgal)                       NAVD 88
 DL1140
 DL1140  VERT ORDER      -  FIRST     CLASS I
 DL1140
 DL1140.The horizontal coordinates were scaled from a map and have
 DL1140.an estimated accuracy of +/- 6 seconds.
 DL1140
 DL1140.The orthometric height was determined by differential leveling and
 DL1140.adjusted by the NATIONAL GEODETIC SURVEY
 DL1140.in June 1991.
 DL1140
 DL1140.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1140.GEOID18 height accuracy estimate available here.
 DL1140
 DL1140.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS339834(NAD 83)
 DL1140
 DL1140                          SUPERSEDED SURVEY CONTROL
 DL1140
 DL1140  NGVD 29 (11/26/84)   68.098  (m)          223.42   (f) ADJUSTED    1 1
 DL1140
 DL1140.Superseded values are not recommended for survey control.
 DL1140
 DL1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1140.See file dsdata.pdf to determine how the superseded data were derived.
 DL1140
 DL1140_MARKER: DV = VERTICAL CONTROL DISK
 DL1140_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DL1140+WITH SETTING: INTO GROUND
 DL1140_STAMPING: J 258 1977
 DL1140_MARK LOGO: NGS
 DL1140_MAGNETIC: I = MARKER IS A STEEL ROD
 DL1140_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1114 ***********************************************************************
 DL1114  DESIGNATION -  J 259
 DL1114  PID         -  DL1114
 DL1114  STATE/COUNTY-  AR/MILLER
 DL1114  COUNTRY     -  US
 DL1114  USGS QUAD   -  DODDRIDGE NW (2017)
 DL1114
 DL1114                         *CURRENT SURVEY CONTROL
 DL1114  ______________________________________________________________________
 DL1114* NAD 83(1986) POSITION- 33 07 57.     (N) 093 53 45.     (W)   SCALED
 DL1114* NAVD 88 ORTHO HEIGHT -    73.506 (meters)      241.16  (feet) ADJUSTED
 DL1114  ______________________________________________________________________
 DL1114  GEOID HEIGHT    -        -26.613 (meters)                     GEOID18
 DL1114  DYNAMIC HEIGHT  -         73.426 (meters)      240.90  (feet) COMP
 DL1114  MODELED GRAVITY -    979,548.9   (mgal)                       NAVD 88
 DL1114
 DL1114  VERT ORDER      -  FIRST     CLASS I
 DL1114
 DL1114.The horizontal coordinates were scaled from a map and have
 DL1114.an estimated accuracy of +/- 6 seconds.
 DL1114
 DL1114.The orthometric height was determined by differential leveling and
 DL1114.adjusted by the NATIONAL GEODETIC SURVEY
 DL1114.in June 1991.
 DL1114
 DL1114.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1114.GEOID18 height accuracy estimate available here.
 DL1114
 DL1114.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS164663(NAD 83)
 DL1114
 DL1114                          SUPERSEDED SURVEY CONTROL
 DL1114
 DL1114  NGVD 29 (11/26/84)   73.538  (m)          241.27   (f) ADJUSTED    1 1
 DL1114
 DL1114.Superseded values are not recommended for survey control.
 DL1114
 DL1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1114.See file dsdata.pdf to determine how the superseded data were derived.
 DL1114
 DL1114_MARKER: DV = VERTICAL CONTROL DISK
 DL1114_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL1114_STAMPING: J 259 1977
 DL1114_MARK LOGO: NGS
 DL1114_PROJECTION: PROJECTING 15 CENTIMETERS
 DL1114_MAGNETIC: I = MARKER IS A STEEL ROD
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0469 ***********************************************************************
 GF0469  DESIGNATION -  J 26
 GF0469  PID         -  GF0469
 GF0469  STATE/COUNTY-  AR/BENTON
 GF0469  COUNTRY     -  US
 GF0469  USGS QUAD   -  GARFIELD (2017)
 GF0469
 GF0469                         *CURRENT SURVEY CONTROL
 GF0469  ______________________________________________________________________
 GF0469* NAD 83(1986) POSITION- 36 29 18.31   (N) 093 55 59.51   (W)   HD_HELD1
 GF0469* NAVD 88 ORTHO HEIGHT -   474.689 (meters)     1557.38  (feet) ADJUSTED
 GF0469  ______________________________________________________________________
 GF0469  GEOID HEIGHT    -        -28.288 (meters)                     GEOID18
 GF0469  DYNAMIC HEIGHT  -        474.268 (meters)     1555.99  (feet) COMP
 GF0469  MODELED GRAVITY -    979,731.1   (mgal)                       NAVD 88
 GF0469
 GF0469  VERT ORDER      -  FIRST     CLASS II
 GF0469
 GF0469.The horizontal coordinates were determined by differentially corrected
 GF0469.hand held GPS observations or other comparable positioning techniques
 GF0469.and have an estimated accuracy of +/- 3 meters.
 GF0469
 GF0469.The orthometric height was determined by differential leveling and
 GF0469.adjusted by the NATIONAL GEODETIC SURVEY
 GF0469.in June 1991.
 GF0469
 GF0469.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0469.GEOID18 height accuracy estimate available here.
 GF0469
 GF0469.Click photographs - Photos may exist for this station.
 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     -   240,803.2     226,777.6     MT  (+/- 3 meters HH1 GPS) 
 GF0469
 GF0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA1641338528(NAD 83)
 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
 GF0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0469.See file dsdata.pdf to determine how the superseded data were derived.
 GF0469
 GF0469_MARKER: DB = BENCH MARK DISK
 GF0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 - August 23, 2011
 GF0469
 GF0469  HISTORY     - Date     Condition        Report By
 GF0469  HISTORY     - 1932     MONUMENTED       CGS
 GF0469  HISTORY     - 1961     GOOD             CGS
 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  HISTORY     - 20071026 GOOD             GEOCAC
 GF0469  HISTORY     - 20100318 GOOD             MAPTEC
 GF0469  HISTORY     - 20110823 GOOD             NGS
 GF0469
 GF0469                          STATION DESCRIPTION
 GF0469
 GF0469'DESCRIBED BY COAST AND 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'RECOVERED IN GOOD CONDITION.
 GF0469
 GF0469                          STATION RECOVERY (2007)
 GF0469
 GF0469'RECOVERY NOTE BY GEOCACHING 2007 (CB)
 GF0469'RECOVERED IN GOOD CONDITION.
 GF0469
 GF0469                          STATION RECOVERY (2010)
 GF0469
 GF0469'RECOVERY NOTE BY MAPTECH INCORPORATED 2010 (JML)
 GF0469'RECOVERED IN GOOD CONDITION.
 GF0469
 GF0469                          STATION RECOVERY (2011)
 GF0469
 GF0469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2011 (JBW)
 GF0469'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL1170 ***********************************************************************
 DL1170  DESIGNATION -  J 260
 DL1170  PID         -  DL1170
 DL1170  STATE/COUNTY-  AR/MILLER
 DL1170  COUNTRY     -  US
 DL1170  USGS QUAD   -  FULTON (2017)
 DL1170
 DL1170                         *CURRENT SURVEY CONTROL
 DL1170  ______________________________________________________________________
 DL1170* NAD 83(1986) POSITION- 33 33 24.     (N) 093 49 25.     (W)   SCALED
 DL1170* NAVD 88 ORTHO HEIGHT -    76.699 (meters)      251.64  (feet) ADJUSTED
 DL1170  ______________________________________________________________________
 DL1170  GEOID HEIGHT    -        -27.014 (meters)                     GEOID18
 DL1170  DYNAMIC HEIGHT  -         76.618 (meters)      251.37  (feet) COMP
 DL1170  MODELED GRAVITY -    979,582.8   (mgal)                       NAVD 88
 DL1170
 DL1170  VERT ORDER      -  FIRST     CLASS I
 DL1170
 DL1170.The horizontal coordinates were scaled from a map and have
 DL1170.an estimated accuracy of +/- 6 seconds.
 DL1170
 DL1170.The orthometric height was determined by differential leveling and
 DL1170.adjusted by the NATIONAL GEODETIC SURVEY
 DL1170.in June 1991.
 DL1170
 DL1170.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1170.GEOID18 height accuracy estimate available here.
 DL1170
 DL1170.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT235133(NAD 83)
 DL1170
 DL1170                          SUPERSEDED SURVEY CONTROL
 DL1170
 DL1170  NGVD 29 (11/26/84)   76.712  (m)          251.68   (f) ADJUSTED    1 1
 DL1170
 DL1170.Superseded values are not recommended for survey control.
 DL1170
 DL1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1170.See file dsdata.pdf to determine how the superseded data were derived.
 DL1170
 DL1170_MARKER: DV = VERTICAL CONTROL DISK
 DL1170_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DL1170+WITH SETTING: INTO GROUND
 DL1170_STAMPING: J 260 1977
 DL1170_MARK LOGO: NGS
 DL1170_MAGNETIC: I = MARKER IS A STEEL ROD
 DL1170_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 AB2017 ***********************************************************************
 AB2017  DESIGNATION -  J 261 RESET
 AB2017  PID         -  AB2017
 AB2017  STATE/COUNTY-  AR/MILLER
 AB2017  COUNTRY     -  US
 AB2017  USGS QUAD   -  HOMAN (2017)
 AB2017
 AB2017                         *CURRENT SURVEY CONTROL
 AB2017  ______________________________________________________________________
 AB2017* NAD 83(1986) POSITION- 33 31 37.     (N) 093 59 15.     (W)   SCALED
 AB2017* NAVD 88 ORTHO HEIGHT -    81.96  (meters)      268.9   (feet) RESET
 AB2017  ______________________________________________________________________
 AB2017  GEOID HEIGHT    -        -27.000 (meters)                     GEOID18
 AB2017  VERT ORDER      -  THIRD
 AB2017
 AB2017.The horizontal coordinates were scaled from a map and have
 AB2017.an estimated accuracy of +/- 6 seconds.
 AB2017
 AB2017.The orthometric height was computed from unverified reset data.
 AB2017
 AB2017.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB2017.GEOID18 height accuracy estimate available here.
 AB2017
 AB2017.Click photographs - Photos may exist for this station.
 AB2017
 AB2017;                    North         East    Units  Estimated Accuracy
 AB2017;SPC AR S     -   497,210.      215,390.      MT  (+/- 180 meters Scaled)
 AB2017
 AB2017_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT083101(NAD 83)
 AB2017
 AB2017                          SUPERSEDED SURVEY CONTROL
 AB2017
 AB2017.No superseded survey control is available for this station.
 AB2017
 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 DEPARTMENT OF TRANSPORTATION 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 = MARCH 20, 2026 22:17:28 EDT
 GG0093 ***********************************************************************
 GG0093  DESIGNATION -  J 27
 GG0093  PID         -  GG0093
 GG0093  STATE/COUNTY-  AR/WASHINGTON
 GG0093  COUNTRY     -  US
 GG0093  USGS QUAD   -  FAYETTEVILLE (2017)
 GG0093
 GG0093                         *CURRENT SURVEY CONTROL
 GG0093  ______________________________________________________________________
 GG0093* NAD 83(1986) POSITION- 36 02 40.4    (N) 094 10 51.4    (W)   HD_HELD2
 GG0093* NAVD 88 ORTHO HEIGHT -   377.383 (meters)     1238.13  (feet) ADJUSTED
 GG0093  ______________________________________________________________________
 GG0093  GEOID HEIGHT    -        -28.087 (meters)                     GEOID18
 GG0093  DYNAMIC HEIGHT  -        377.043 (meters)     1237.02  (feet) COMP
 GG0093  MODELED GRAVITY -    979,720.2   (mgal)                       NAVD 88
 GG0093
 GG0093  VERT ORDER      -  FIRST     CLASS II
 GG0093
 GG0093.The horizontal coordinates were established by autonomous hand held GPS
 GG0093.observations and have an estimated accuracy of +/- 10 meters.
 GG0093
 GG0093.The orthometric height was determined by differential leveling and
 GG0093.adjusted by the NATIONAL GEODETIC SURVEY
 GG0093.in June 1991.
 GG0093
 GG0093.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0093.GEOID18 height accuracy estimate available here.
 GG0093
 GG0093.Click photographs - Photos may exist for this station.
 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     -   192,026.      203,491.      MT  (+/- 10 meters HH2 GPS)
 GG0093
 GG0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9362189535(NAD 83)
 GG0093
 GG0093                          SUPERSEDED SURVEY CONTROL
 GG0093
 GG0093  NGVD 29 (10/05/93)  377.217  (m)         1237.59   (f) ADJUSTED    1 2
 GG0093  NGVD 29 (??/??/92)  377.224  (m)         1237.61   (f) SUPERSEDED  1 2
 GG0093
 GG0093.Superseded values are not recommended for survey control.
 GG0093
 GG0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0093.See file dsdata.pdf to determine how the superseded data were derived.
 GG0093
 GG0093_MARKER: DB = BENCH MARK DISK
 GG0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0093_STAMPING: J 27 1932 1237.609
 GG0093_MARK LOGO: CGS
 GG0093_PROJECTION: FLUSH
 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   CGS
 GG0093  HISTORY     - 1969     GOOD             LOCENG
 GG0093  HISTORY     - 19891212 GOOD             NGS
 GG0093  HISTORY     - 20080930 MARK NOT FOUND   ARHD
 GG0093
 GG0093                          STATION DESCRIPTION
 GG0093
 GG0093'DESCRIBED BY COAST AND 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.
 GG0093
 GG0093                          STATION RECOVERY (2008)
 GG0093
 GG0093'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2008 (TPS)
 GG0093'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FH0052 ***********************************************************************
 FH0052  DESIGNATION -  J 28
 FH0052  PID         -  FH0052
 FH0052  STATE/COUNTY-  AR/CRAWFORD
 FH0052  COUNTRY     -  US
 FH0052  USGS QUAD   -  RUDY (2017)
 FH0052
 FH0052                         *CURRENT SURVEY CONTROL
 FH0052  ______________________________________________________________________
 FH0052* NAD 83(1986) POSITION- 35 32 47.     (N) 094 15 12.     (W)   SCALED
 FH0052* NAVD 88 ORTHO HEIGHT -   164.895 (meters)      540.99  (feet) ADJUSTED
 FH0052  ______________________________________________________________________
 FH0052  GEOID HEIGHT    -        -29.295 (meters)                     GEOID18
 FH0052  DYNAMIC HEIGHT  -        164.742 (meters)      540.49  (feet) COMP
 FH0052  MODELED GRAVITY -    979,703.7   (mgal)                       NAVD 88
 FH0052
 FH0052  VERT ORDER      -  FIRST     CLASS II
 FH0052
 FH0052.The horizontal coordinates were scaled from a map and have
 FH0052.an estimated accuracy of +/- 6 seconds.
 FH0052
 FH0052.The orthometric height was determined by differential leveling and
 FH0052.adjusted by the NATIONAL GEODETIC SURVEY
 FH0052.in June 1991.
 FH0052
 FH0052.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0052.GEOID18 height accuracy estimate available here.
 FH0052
 FH0052.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV863343(NAD 83)
 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
 FH0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0052.See file dsdata.pdf to determine how the superseded data were derived.
 FH0052
 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             CGS
 FH0052  HISTORY     - 19891106 GOOD             NGS
 FH0052
 FH0052                          STATION DESCRIPTION
 FH0052
 FH0052'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1613 ***********************************************************************
 EJ1613  DESIGNATION -  J 287
 EJ1613  PID         -  EJ1613
 EJ1613  STATE/COUNTY-  AR/PULASKI
 EJ1613  COUNTRY     -  US
 EJ1613  USGS QUAD   -  SWEET HOME (2017)
 EJ1613
 EJ1613                         *CURRENT SURVEY CONTROL
 EJ1613  ______________________________________________________________________
 EJ1613* NAD 83(1986) POSITION- 34 39 46.0    (N) 092 13 57.7    (W)   HD_HELD2
 EJ1613* NAVD 88 ORTHO HEIGHT -    79.861 (meters)      262.01  (feet) ADJUSTED
 EJ1613  ______________________________________________________________________
 EJ1613  GEOID HEIGHT    -        -26.531 (meters)                     GEOID18
 EJ1613  DYNAMIC HEIGHT  -         79.785 (meters)      261.76  (feet) COMP
 EJ1613  MODELED GRAVITY -    979,686.9   (mgal)                       NAVD 88
 EJ1613
 EJ1613  VERT ORDER      -  FIRST     CLASS II
 EJ1613
 EJ1613.The horizontal coordinates were established by autonomous hand held GPS
 EJ1613.observations and have an estimated accuracy of +/- 10 meters.
 EJ1613
 EJ1613.The orthometric height was determined by differential leveling and
 EJ1613.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1613.in June 1991.
 EJ1613
 EJ1613.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1613.GEOID18 height accuracy estimate available here.
 EJ1613
 EJ1613.Click photographs - Photos may exist for this station.
 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     -   621,423.      378,671.      MT  (+/- 10 meters HH2 GPS)
 EJ1613
 EJ1613_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7030435915(NAD 83)
 EJ1613
 EJ1613                          SUPERSEDED SURVEY CONTROL
 EJ1613
 EJ1613.No superseded survey control is available for this station.
 EJ1613
 EJ1613_MARKER: F = FLANGE-ENCASED ROD
 EJ1613_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EJ1613_STAMPING: J 287 1984
 EJ1613_MARK LOGO: NGS
 EJ1613_PROJECTION: RECESSED 0 CENTIMETERS
 EJ1613_MAGNETIC: I = MARKER IS A STEEL ROD
 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  HISTORY     - 20070505 GOOD             NGS
 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.
 EJ1613
 EJ1613                          STATION RECOVERY (2007)
 EJ1613
 EJ1613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2007 (JBW)
 EJ1613'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1645 ***********************************************************************
 EJ1645  DESIGNATION -  J 288
 EJ1645  PID         -  EJ1645
 EJ1645  STATE/COUNTY-  AR/JEFFERSON
 EJ1645  COUNTRY     -  US
 EJ1645  USGS QUAD   -  WHITE HALL (2017)
 EJ1645
 EJ1645                         *CURRENT SURVEY CONTROL
 EJ1645  ______________________________________________________________________
 EJ1645* NAD 83(1986) POSITION- 34 18 16.     (N) 092 06 20.     (W)   SCALED
 EJ1645* NAVD 88 ORTHO HEIGHT -    74.247 (meters)      243.59  (feet) ADJUSTED
 EJ1645  ______________________________________________________________________
 EJ1645  GEOID HEIGHT    -        -26.023 (meters)                     GEOID18
 EJ1645  DYNAMIC HEIGHT  -         74.175 (meters)      243.36  (feet) COMP
 EJ1645  MODELED GRAVITY -    979,670.0   (mgal)                       NAVD 88
 EJ1645
 EJ1645  VERT ORDER      -  FIRST     CLASS II
 EJ1645
 EJ1645.The horizontal coordinates were scaled from a map and have
 EJ1645.an estimated accuracy of +/- 6 seconds.
 EJ1645
 EJ1645.The orthometric height was determined by differential leveling and
 EJ1645.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1645.in June 1991.
 EJ1645
 EJ1645.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1645.GEOID18 height accuracy estimate available here.
 EJ1645
 EJ1645.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT823962(NAD 83)
 EJ1645
 EJ1645                          SUPERSEDED SURVEY CONTROL
 EJ1645
 EJ1645.No superseded survey control is available for this station.
 EJ1645
 EJ1645_MARKER: I = METAL ROD
 EJ1645_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2580 ***********************************************************************
 EH2580  DESIGNATION -  J 289
 EH2580  PID         -  EH2580
 EH2580  STATE/COUNTY-  AR/JEFFERSON
 EH2580  COUNTRY     -  US
 EH2580  USGS QUAD   -  LADD (2017)
 EH2580
 EH2580                         *CURRENT SURVEY CONTROL
 EH2580  ______________________________________________________________________
 EH2580* NAD 83(1986) POSITION- 34 11 39.1    (N) 091 54 55.5    (W)   HD_HELD2
 EH2580* NAVD 88 ORTHO HEIGHT -    60.874 (meters)      199.72  (feet) ADJUSTED
 EH2580  ______________________________________________________________________
 EH2580  GEOID HEIGHT    -        -25.965 (meters)                     GEOID18
 EH2580  DYNAMIC HEIGHT  -         60.815 (meters)      199.52  (feet) COMP
 EH2580  MODELED GRAVITY -    979,666.0   (mgal)                       NAVD 88
 EH2580
 EH2580  VERT ORDER      -  FIRST     CLASS II
 EH2580
 EH2580.The horizontal coordinates were established by autonomous hand held GPS
 EH2580.observations and have an estimated accuracy of +/- 10 meters.
 EH2580
 EH2580.The orthometric height was determined by differential leveling and
 EH2580.adjusted by the NATIONAL GEODETIC SURVEY
 EH2580.in June 1991.
 EH2580
 EH2580.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2580.GEOID18 height accuracy estimate available here.
 EH2580
 EH2580.Click photographs - Photos may exist for this station.
 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     -   569,425.      407,796.      MT  (+/- 10 meters HH2 GPS)
 EH2580
 EH2580_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT9993284219(NAD 83)
 EH2580
 EH2580                          SUPERSEDED SURVEY CONTROL
 EH2580
 EH2580.No superseded survey control is available for this station.
 EH2580
 EH2580_MARKER: F = FLANGE-ENCASED ROD
 EH2580_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 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 - June 11, 2015
 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  HISTORY     - 20150317 GOOD             NGS
 EH2580  HISTORY     - 20150611 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 DEPARTMENT OF TRANSPORTATION 2003
 EH2580'RECOVERED AS DESCRIBED
 EH2580
 EH2580                          STATION RECOVERY (2015)
 EH2580
 EH2580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2015 (JBW)
 EH2580'RECOVERED IN GOOD CONDITION.
 EH2580
 EH2580                          STATION RECOVERY (2015)
 EH2580
 EH2580'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 EH2580'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1187 ***********************************************************************
 FG1187  DESIGNATION -  J 29
 FG1187  PID         -  FG1187
 FG1187  STATE/COUNTY-  AR/FRANKLIN
 FG1187  COUNTRY     -  US
 FG1187  USGS QUAD   -  CECIL (2017)
 FG1187
 FG1187                         *CURRENT SURVEY CONTROL
 FG1187  ______________________________________________________________________
 FG1187* NAD 83(1986) POSITION- 35 28 38.     (N) 093 58 26.     (W)   SCALED
 FG1187* NAVD 88 ORTHO HEIGHT -   119.269 (meters)      391.30  (feet) ADJUSTED
 FG1187  ______________________________________________________________________
 FG1187  GEOID HEIGHT    -        -29.343 (meters)                     GEOID18
 FG1187  DYNAMIC HEIGHT  -        119.160 (meters)      390.94  (feet) COMP
 FG1187  MODELED GRAVITY -    979,713.3   (mgal)                       NAVD 88
 FG1187
 FG1187  VERT ORDER      -  FIRST     CLASS II
 FG1187
 FG1187.The horizontal coordinates were scaled from a map and have
 FG1187.an estimated accuracy of +/- 6 seconds.
 FG1187
 FG1187.The orthometric height was determined by differential leveling and
 FG1187.adjusted by the NATIONAL GEODETIC SURVEY
 FG1187.in June 1991.
 FG1187
 FG1187.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1187.GEOID18 height accuracy estimate available here.
 FG1187
 FG1187.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV116264(NAD 83)
 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
 FG1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1187.See file dsdata.pdf to determine how the superseded data were derived.
 FG1187
 FG1187_MARKER: DB = BENCH MARK DISK
 FG1187_SETTING: 66 = SET IN ROCK OUTCROP
 FG1187_STAMPING: J 29 1932
 FG1187_MARK LOGO: CGS
 FG1187_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FG1187+STABILITY: POSITION/ELEVATION WELL
 FG1187
 FG1187  HISTORY     - Date     Condition        Report By
 FG1187  HISTORY     - 1932     MONUMENTED       CGS
 FG1187  HISTORY     - 1965     MARK NOT FOUND   USGS
 FG1187
 FG1187                          STATION DESCRIPTION
 FG1187
 FG1187'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1666 ***********************************************************************
 EJ1666  DESIGNATION -  J 290
 EJ1666  PID         -  EJ1666
 EJ1666  STATE/COUNTY-  AR/PULASKI
 EJ1666  COUNTRY     -  US
 EJ1666  USGS QUAD   -  NORTH LITTLE ROCK (2017)
 EJ1666
 EJ1666                         *CURRENT SURVEY CONTROL
 EJ1666  ______________________________________________________________________
 EJ1666* NAD 83(2011) POSITION- 34 48 57.44124(N) 092 18 47.89418(W)   NO CHECK
 EJ1666* NAD 83(2011) ELLIP HT-    54.590 (meters)        (06/27/12)   NO CHECK
 EJ1666* NAD 83(2011) EPOCH   -  2010.00
 EJ1666* NAVD 88 ORTHO HEIGHT -    81.497 (meters)      267.38  (feet) ADJUSTED
 EJ1666  ______________________________________________________________________
 EJ1666  GEOID HEIGHT    -        -26.881 (meters)                     GEOID18
 EJ1666  NAD 83(2011) X  -   -211,593.341 (meters)                     COMP
 EJ1666  NAD 83(2011) Y  - -5,237,883.761 (meters)                     COMP
 EJ1666  NAD 83(2011) Z  -  3,621,154.139 (meters)                     COMP
 EJ1666  LAPLACE CORR    -          1.72  (seconds)                    DEFLEC18
 EJ1666  DYNAMIC HEIGHT  -         81.421 (meters)      267.13  (feet) COMP
 EJ1666  MODELED GRAVITY -    979,707.3   (mgal)                       NAVD 88
 EJ1666
 EJ1666  VERT ORDER      -  FIRST     CLASS II
 EJ1666
 EJ1666  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 EJ1666  Standards:
 EJ1666         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 EJ1666            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 EJ1666  -------------------------------------------------------------------
 EJ1666  NETWORK    1.07   1.49           0.47   0.40   0.76      0.17315616
 EJ1666  -------------------------------------------------------------------
 EJ1666  Click here for local accuracies and other accuracy information.
 EJ1666
 EJ1666.The horizontal coordinates were established by GPS observations
 EJ1666.and adjusted by the National Geodetic Survey in June 2012.
 EJ1666
 EJ1666.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 EJ1666.been affixed to the stable North American tectonic plate. See 
 EJ1666.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 EJ1666
 EJ1666.The horizontal coordinates are valid at the epoch date displayed above
 EJ1666.which is a decimal equivalence of Year/Month/Day.
 EJ1666
 EJ1666.No horizontal observational check was made to the station.
 EJ1666
 EJ1666.The orthometric height was determined by differential leveling and
 EJ1666.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1666.in September 2023.
 EJ1666
 EJ1666.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1666.GEOID18 height accuracy estimate available here.
 EJ1666
 EJ1666.Click photographs - Photos may exist for this station.
 EJ1666
 EJ1666.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EJ1666
 EJ1666.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1666
 EJ1666.The ellipsoidal height was determined by GPS observations
 EJ1666.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 EJ1666
 EJ1666;                    North         East     Units Scale Factor Converg.
 EJ1666;SPC AR S     -   638,435.770   371,334.884   MT  1.00001136   -0 10 31.3
 EJ1666;SPC AR S     - 2,094,601.36  1,218,287.87   sFT  1.00001136   -0 10 31.3
 EJ1666;UTM  15      - 3,852,848.462   562,802.660   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6280252848(NAD 83)
 EJ1666
 EJ1666                          SUPERSEDED SURVEY CONTROL
 EJ1666
 EJ1666  NAD 83(2007)-  34 48 57.44124(N)    092 18 47.89477(W) AD(2002.00) 1
 EJ1666  ELLIP H (04/07/09)   54.603  (m)                       GP(2002.00) 4 2
 EJ1666  NAD 83(1997)-  34 48 57.44113(N)    092 18 47.89516(W) AD(       ) 1
 EJ1666  ELLIP H (12/29/05)   54.616  (m)                       GP(       ) 4 2
 EJ1666  NAVD 88              81.49   (m)          267.4    (f) LEVELING    3  
 EJ1666  NAVD 88 (06/15/91)   81.494  (m)          267.37   (f) SUPERSEDED  1 2
 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
 EJ1666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1666.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1666
 EJ1666_MARKER: F = FLANGE-ENCASED ROD
 EJ1666_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EJ1666+WITH SETTING: INFORMATION.
 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 - May 08, 2012
 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  HISTORY     - 20061114 GOOD             TERRSV
 EJ1666  HISTORY     - 20120508 GOOD             ARHD
 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 DEPARTMENT OF TRANSPORTATION 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.
 EJ1666
 EJ1666                          STATION RECOVERY (2006)
 EJ1666
 EJ1666'RECOVERY NOTE BY TERRA SURV 2006 (JVH)
 EJ1666'MARK IS 1.50 M EAST (MAG AZIMUTH OF 85) OF POLE 34, ABOUT 10 CM BELOW
 EJ1666'GROUND. THERE IS NO LID, AND THE ROD IS NOT CENTER-PUNCHED. MARK IS
 EJ1666'0.49 M SOUTHWEST OF A POINT IN A CHAIN LINK FENCE WHICH IS 1.35 M
 EJ1666'SOUTHEAST OF THE NORTHWEST FENCE CORNER.
 EJ1666
 EJ1666                          STATION RECOVERY (2012)
 EJ1666
 EJ1666'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (JDH)
 EJ1666'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1546 ***********************************************************************
 FG1546  DESIGNATION -  J 291
 FG1546  PID         -  FG1546
 FG1546  STATE/COUNTY-  AR/CONWAY
 FG1546  COUNTRY     -  US
 FG1546  USGS QUAD   -  GLEASON (2017)
 FG1546
 FG1546                         *CURRENT SURVEY CONTROL
 FG1546  ______________________________________________________________________
 FG1546* NAD 83(1986) POSITION- 35 06 53.0    (N) 092 31 29.4    (W)   HD_HELD2
 FG1546* NAVD 88 ORTHO HEIGHT -    87.811 (meters)      288.09  (feet) ADJUSTED
 FG1546  ______________________________________________________________________
 FG1546  GEOID HEIGHT    -        -28.151 (meters)                     GEOID18
 FG1546  DYNAMIC HEIGHT  -         87.729 (meters)      287.82  (feet) COMP
 FG1546  MODELED GRAVITY -    979,697.3   (mgal)                       NAVD 88
 FG1546
 FG1546  VERT ORDER      -  FIRST     CLASS II
 FG1546
 FG1546.The horizontal coordinates were established by autonomous hand held GPS
 FG1546.observations and have an estimated accuracy of +/- 10 meters.
 FG1546
 FG1546.The orthometric height was determined by differential leveling and
 FG1546.adjusted by the NATIONAL GEODETIC SURVEY
 FG1546.in June 1991.
 FG1546
 FG1546.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1546.GEOID18 height accuracy estimate available here.
 FG1546
 FG1546.Click photographs - Photos may exist for this station.
 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     -    86,816.      352,158.      MT  (+/- 10 meters HH2 GPS)
 FG1546
 FG1546_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU4329985868(NAD 83)
 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
 FG1546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1546.See file dsdata.pdf to determine how the superseded data were derived.
 FG1546
 FG1546_MARKER: DV = VERTICAL CONTROL 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 = MARCH 20, 2026 22:17:28 EDT
 DK1732 ***********************************************************************
 DK1732  DESIGNATION -  J 292
 DK1732  PID         -  DK1732
 DK1732  STATE/COUNTY-  AR/DESHA
 DK1732  COUNTRY     -  US
 DK1732  USGS QUAD   -  GOULD (2017)
 DK1732
 DK1732                         *CURRENT SURVEY CONTROL
 DK1732  ______________________________________________________________________
 DK1732* NAD 83(1986) POSITION- 33 55 50.     (N) 091 31 04.     (W)   SCALED
 DK1732* NAVD 88 ORTHO HEIGHT -    49.120 (meters)      161.15  (feet) ADJUSTED
 DK1732  ______________________________________________________________________
 DK1732  GEOID HEIGHT    -        -26.022 (meters)                     GEOID18
 DK1732  DYNAMIC HEIGHT  -         49.071 (meters)      160.99  (feet) COMP
 DK1732  MODELED GRAVITY -    979,641.8   (mgal)                       NAVD 88
 DK1732
 DK1732  VERT ORDER      -  FIRST     CLASS II
 DK1732
 DK1732.The horizontal coordinates were scaled from a map and have
 DK1732.an estimated accuracy of +/- 6 seconds.
 DK1732
 DK1732.The orthometric height was determined by differential leveling and
 DK1732.adjusted by the NATIONAL GEODETIC SURVEY
 DK1732.in June 1991.
 DK1732
 DK1732.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1732.GEOID18 height accuracy estimate available here.
 DK1732
 DK1732.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT369554(NAD 83)
 DK1732
 DK1732                          SUPERSEDED SURVEY CONTROL
 DK1732
 DK1732.No superseded survey control is available for this station.
 DK1732
 DK1732_MARKER: I = METAL ROD
 DK1732_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1571 ***********************************************************************
 FG1571  DESIGNATION -  J 293
 FG1571  PID         -  FG1571
 FG1571  STATE/COUNTY-  AR/POPE
 FG1571  COUNTRY     -  US
 FG1571  USGS QUAD   -  ATKINS (2017)
 FG1571
 FG1571                         *CURRENT SURVEY CONTROL
 FG1571  ______________________________________________________________________
 FG1571* NAD 83(1986) POSITION- 35 14 34.72   (N) 092 56 06.95   (W)   HD_HELD1
 FG1571* NAVD 88 ORTHO HEIGHT -   108.565 (meters)      356.18  (feet) ADJUSTED
 FG1571  ______________________________________________________________________
 FG1571  GEOID HEIGHT    -        -28.839 (meters)                     GEOID18
 FG1571  DYNAMIC HEIGHT  -        108.463 (meters)      355.85  (feet) COMP
 FG1571  MODELED GRAVITY -    979,693.3   (mgal)                       NAVD 88
 FG1571
 FG1571  VERT ORDER      -  FIRST     CLASS II
 FG1571
 FG1571.The horizontal coordinates were determined by differentially corrected
 FG1571.hand held GPS observations or other comparable positioning techniques
 FG1571.and have an estimated accuracy of +/- 3 meters.
 FG1571
 FG1571.The orthometric height was determined by differential leveling and
 FG1571.adjusted by the NATIONAL GEODETIC SURVEY
 FG1571.in June 1991.
 FG1571
 FG1571.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1571.GEOID18 height accuracy estimate available here.
 FG1571
 FG1571.Click photographs - Photos may exist for this station.
 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     -   101,321.5     314,879.9     MT  (+/- 3 meters HH1 GPS) 
 FG1571
 FG1571_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU0588999990(NAD 83)
 FG1571
 FG1571                          SUPERSEDED SURVEY CONTROL
 FG1571
 FG1571.No superseded survey control is available for this station.
 FG1571
 FG1571_MARKER: I = METAL ROD
 FG1571_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG1571+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2016
 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  HISTORY     - 20160204 GOOD             ARHD
 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.
 FG1571
 FG1571                          STATION RECOVERY (2016)
 FG1571
 FG1571'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (WDA)
 FG1571'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1608 ***********************************************************************
 FG1608  DESIGNATION -  J 294
 FG1608  PID         -  FG1608
 FG1608  STATE/COUNTY-  AR/JOHNSON
 FG1608  COUNTRY     -  US
 FG1608  USGS QUAD   -  KNOXVILLE (2017)
 FG1608
 FG1608                         *CURRENT SURVEY CONTROL
 FG1608  ______________________________________________________________________
 FG1608* NAD 83(1986) POSITION- 35 23 22.     (N) 093 22 17.     (W)   SCALED
 FG1608* NAVD 88 ORTHO HEIGHT -   132.467 (meters)      434.60  (feet) ADJUSTED
 FG1608  ______________________________________________________________________
 FG1608  GEOID HEIGHT    -        -29.299 (meters)                     GEOID18
 FG1608  DYNAMIC HEIGHT  -        132.343 (meters)      434.20  (feet) COMP
 FG1608  MODELED GRAVITY -    979,700.8   (mgal)                       NAVD 88
 FG1608
 FG1608  VERT ORDER      -  FIRST     CLASS II
 FG1608
 FG1608.The horizontal coordinates were scaled from a map and have
 FG1608.an estimated accuracy of +/- 6 seconds.
 FG1608
 FG1608.The orthometric height was determined by differential leveling and
 FG1608.adjusted by the NATIONAL GEODETIC SURVEY
 FG1608.in June 1991.
 FG1608
 FG1608.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1608.GEOID18 height accuracy estimate available here.
 FG1608
 FG1608.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV662162(NAD 83)
 FG1608
 FG1608                          SUPERSEDED SURVEY CONTROL
 FG1608
 FG1608.No superseded survey control is available for this station.
 FG1608
 FG1608_MARKER: I = METAL ROD
 FG1608_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FG1608+WITH SETTING: INFORMATION.
 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 = MARCH 20, 2026 22:17:28 EDT
 FH0767 ***********************************************************************
 FH0767  DESIGNATION -  J 295
 FH0767  PID         -  FH0767
 FH0767  STATE/COUNTY-  AR/FRANKLIN
 FH0767  COUNTRY     -  US
 FH0767  USGS QUAD   -  MULBERRY (2017)
 FH0767
 FH0767                         *CURRENT SURVEY CONTROL
 FH0767  ______________________________________________________________________
 FH0767* NAD 83(1986) POSITION- 35 26 37.     (N) 094 00 08.     (W)   SCALED
 FH0767* NAVD 88 ORTHO HEIGHT -   211.950 (meters)      695.37  (feet) ADJUSTED
 FH0767  ______________________________________________________________________
 FH0767  GEOID HEIGHT    -        -29.452 (meters)                     GEOID18
 FH0767  DYNAMIC HEIGHT  -        211.752 (meters)      694.72  (feet) COMP
 FH0767  MODELED GRAVITY -    979,694.1   (mgal)                       NAVD 88
 FH0767
 FH0767  VERT ORDER      -  FIRST     CLASS II
 FH0767
 FH0767.The horizontal coordinates were scaled from a map and have
 FH0767.an estimated accuracy of +/- 6 seconds.
 FH0767
 FH0767.The orthometric height was determined by differential leveling and
 FH0767.adjusted by the NATIONAL GEODETIC SURVEY
 FH0767.in June 1991.
 FH0767
 FH0767.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0767.GEOID18 height accuracy estimate available here.
 FH0767
 FH0767.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV090227(NAD 83)
 FH0767
 FH0767                          SUPERSEDED SURVEY CONTROL
 FH0767
 FH0767.No superseded survey control is available for this station.
 FH0767
 FH0767_MARKER: DV = VERTICAL CONTROL DISK
 FH0767_SETTING: 66 = SET IN 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH0767+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2015
 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  HISTORY     - 20151006 GOOD             CONSOL
 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.
 FH0767
 FH0767                          STATION RECOVERY (2015)
 FH0767
 FH0767'RECOVERY NOTE BY CONSOLIDATED LAND SERVICE 2015
 FH0767'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1637 ***********************************************************************
 FG1637  DESIGNATION -  J 296
 FG1637  PID         -  FG1637
 FG1637  STATE/COUNTY-  AR/FRANKLIN
 FG1637  COUNTRY     -  US
 FG1637  USGS QUAD   -  OZARK (2017)
 FG1637
 FG1637                         *CURRENT SURVEY CONTROL
 FG1637  ______________________________________________________________________
 FG1637* NAD 83(1986) POSITION- 35 27 33.     (N) 093 46 27.     (W)   SCALED
 FG1637* NAVD 88 ORTHO HEIGHT -   167.187 (meters)      548.51  (feet) ADJUSTED
 FG1637  ______________________________________________________________________
 FG1637  GEOID HEIGHT    -        -29.300 (meters)                     GEOID18
 FG1637  DYNAMIC HEIGHT  -        167.032 (meters)      548.00  (feet) COMP
 FG1637  MODELED GRAVITY -    979,704.8   (mgal)                       NAVD 88
 FG1637
 FG1637  VERT ORDER      -  FIRST     CLASS II
 FG1637
 FG1637.The horizontal coordinates were scaled from a map and have
 FG1637.an estimated accuracy of +/- 6 seconds.
 FG1637
 FG1637.The orthometric height was determined by differential leveling and
 FG1637.adjusted by the NATIONAL GEODETIC SURVEY
 FG1637.in June 1991.
 FG1637
 FG1637.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1637.GEOID18 height accuracy estimate available here.
 FG1637
 FG1637.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV297242(NAD 83)
 FG1637
 FG1637                          SUPERSEDED SURVEY CONTROL
 FG1637
 FG1637.No superseded survey control is available for this station.
 FG1637
 FG1637_MARKER: I = METAL ROD
 FG1637_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 FH0791 ***********************************************************************
 FH0791  DESIGNATION -  J 297
 FH0791  PID         -  FH0791
 FH0791  STATE/COUNTY-  AR/SEBASTIAN
 FH0791  COUNTRY     -  US
 FH0791  USGS QUAD   -  LAVACA (2017)
 FH0791
 FH0791                         *CURRENT SURVEY CONTROL
 FH0791  ______________________________________________________________________
 FH0791* NAD 83(1986) POSITION- 35 19 41.4    (N) 094 13 57.6    (W)   HD_HELD2
 FH0791* NAVD 88 ORTHO HEIGHT -   123.239 (meters)      404.33  (feet) ADJUSTED
 FH0791  ______________________________________________________________________
 FH0791  GEOID HEIGHT    -        -30.108 (meters)                     GEOID18
 FH0791  DYNAMIC HEIGHT  -        123.122 (meters)      403.94  (feet) COMP
 FH0791  MODELED GRAVITY -    979,690.1   (mgal)                       NAVD 88
 FH0791
 FH0791  VERT ORDER      -  FIRST     CLASS II
 FH0791
 FH0791.The horizontal coordinates were established by autonomous hand held GPS
 FH0791.observations and have an estimated accuracy of +/- 10 meters.
 FH0791
 FH0791.The orthometric height was determined by differential leveling and
 FH0791.adjusted by the NATIONAL GEODETIC SURVEY
 FH0791.in June 1991.
 FH0791
 FH0791.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0791.GEOID18 height accuracy estimate available here.
 FH0791
 FH0791.Click photographs - Photos may exist for this station.
 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     -   112,669.      197,029.      MT  (+/- 10 meters HH2 GPS)
 FH0791
 FH0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV8796510133(NAD 83)
 FH0791
 FH0791                          SUPERSEDED SURVEY CONTROL
 FH0791
 FH0791.No superseded survey control is available for this station.
 FH0791
 FH0791_MARKER: I = METAL ROD
 FH0791_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH0791+WITH SETTING: INFORMATION.
 FH0791_STAMPING: J 297 1984
 FH0791_MARK LOGO: NGS
 FH0791_PROJECTION: FLUSH
 FH0791_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0791_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH0791+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2014
 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  HISTORY     - 20141216 GOOD             ARHD
 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.
 FH0791
 FH0791                          STATION RECOVERY (2014)
 FH0791
 FH0791'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (JDH)
 FH0791'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FH0814 ***********************************************************************
 FH0814  DESIGNATION -  J 298
 FH0814  PID         -  FH0814
 FH0814  STATE/COUNTY-  AR/SEBASTIAN
 FH0814  COUNTRY     -  US
 FH0814  USGS QUAD   -  SOUTH FORT SMITH (2017)
 FH0814
 FH0814                         *CURRENT SURVEY CONTROL
 FH0814  ______________________________________________________________________
 FH0814* NAD 83(1986) POSITION- 35 16 52.86   (N) 094 22 42.12   (W)   HD_HELD1
 FH0814* NAVD 88 ORTHO HEIGHT -   157.421 (meters)      516.47  (feet) ADJUSTED
 FH0814  ______________________________________________________________________
 FH0814  GEOID HEIGHT    -        -30.432 (meters)                     GEOID18
 FH0814  DYNAMIC HEIGHT  -        157.270 (meters)      515.98  (feet) COMP
 FH0814  MODELED GRAVITY -    979,673.1   (mgal)                       NAVD 88
 FH0814
 FH0814  VERT ORDER      -  FIRST     CLASS II
 FH0814
 FH0814.The horizontal coordinates were determined by differentially corrected
 FH0814.hand held GPS observations or other comparable positioning techniques
 FH0814.and have an estimated accuracy of +/- 3 meters.
 FH0814
 FH0814.The orthometric height was determined by differential leveling and
 FH0814.adjusted by the NATIONAL GEODETIC SURVEY
 FH0814.in June 1991.
 FH0814
 FH0814.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0814.GEOID18 height accuracy estimate available here.
 FH0814
 FH0814.Click photographs - Photos may exist for this station.
 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     -   107,787.2     183,660.9     MT  (+/- 3 meters HH1 GPS) 
 FH0814
 FH0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV7464905115(NAD 83)
 FH0814
 FH0814                          SUPERSEDED SURVEY CONTROL
 FH0814
 FH0814.No superseded survey control is available for this station.
 FH0814
 FH0814_MARKER: I = METAL ROD
 FH0814_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH0814+WITH SETTING: INFORMATION.
 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 DEPARTMENT OF TRANSPORTATION 2004 (DFC)
 FH0814'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FH0838 ***********************************************************************
 FH0838  DESIGNATION -  J 299
 FH0838  PID         -  FH0838
 FH0838  STATE/COUNTY-  AR/SCOTT
 FH0838  COUNTRY     -  US
 FH0838  USGS QUAD   -  IONE (2017)
 FH0838
 FH0838                         *CURRENT SURVEY CONTROL
 FH0838  ______________________________________________________________________
 FH0838* NAD 83(1986) POSITION- 35 02 00.0    (N) 094 07 21.1    (W)   HD_HELD2
 FH0838* NAVD 88 ORTHO HEIGHT -   163.309 (meters)      535.79  (feet) ADJUSTED
 FH0838  ______________________________________________________________________
 FH0838  GEOID HEIGHT    -        -30.636 (meters)                     GEOID18
 FH0838  DYNAMIC HEIGHT  -        163.145 (meters)      535.25  (feet) COMP
 FH0838  MODELED GRAVITY -    979,628.9   (mgal)                       NAVD 88
 FH0838
 FH0838  VERT ORDER      -  FIRST     CLASS II
 FH0838
 FH0838.The horizontal coordinates were established by autonomous hand held GPS
 FH0838.observations and have an estimated accuracy of +/- 10 meters.
 FH0838
 FH0838.The orthometric height was determined by differential leveling and
 FH0838.adjusted by the NATIONAL GEODETIC SURVEY
 FH0838.in June 1991.
 FH0838
 FH0838.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0838.GEOID18 height accuracy estimate available here.
 FH0838
 FH0838.Click photographs - Photos may exist for this station.
 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     -    79,747.      206,335.      MT  (+/- 10 meters HH2 GPS)
 FH0838
 FH0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU9760677315(NAD 83)
 FH0838
 FH0838                          SUPERSEDED SURVEY CONTROL
 FH0838
 FH0838.No superseded survey control is available for this station.
 FH0838
 FH0838_MARKER: DV = VERTICAL CONTROL 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH0838+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2018
 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  HISTORY     - 20180815 GOOD             ARHD
 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.
 FH0838
 FH0838                          STATION RECOVERY (2018)
 FH0838
 FH0838'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (BAB)
 FH0838'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0733 ***********************************************************************
 FF0733  DESIGNATION -  J 3
 FF0733  PID         -  FF0733
 FF0733  STATE/COUNTY-  AR/CRAIGHEAD
 FF0733  COUNTRY     -  US
 FF0733  USGS QUAD   -  JONESBORO (2017)
 FF0733
 FF0733                         *CURRENT SURVEY CONTROL
 FF0733  ______________________________________________________________________
 FF0733* NAD 83(1986) POSITION- 35 50 36.     (N) 090 42 17.     (W)   SCALED
 FF0733* NAVD 88 ORTHO HEIGHT -    93.339 (meters)      306.23  (feet) ADJUSTED
 FF0733  ______________________________________________________________________
 FF0733  GEOID HEIGHT    -        -27.820 (meters)                     GEOID18
 FF0733  DYNAMIC HEIGHT  -         93.259 (meters)      305.97  (feet) COMP
 FF0733  MODELED GRAVITY -    979,780.9   (mgal)                       NAVD 88
 FF0733
 FF0733  VERT ORDER      -  FIRST     CLASS II
 FF0733
 FF0733.The horizontal coordinates were scaled from a map and have
 FF0733.an estimated accuracy of +/- 6 seconds.
 FF0733
 FF0733.The orthometric height was determined by differential leveling and
 FF0733.adjusted by the NATIONAL GEODETIC SURVEY
 FF0733.in June 1991.
 FF0733
 FF0733.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0733.GEOID18 height accuracy estimate available here.
 FF0733
 FF0733.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV072690(NAD 83)
 FF0733
 FF0733                          SUPERSEDED SURVEY CONTROL
 FF0733
 FF0733  NGVD 29 (11/26/84)   93.250  (m)          305.94   (f) ADJUSTED    1 2
 FF0733
 FF0733.Superseded values are not recommended for survey control.
 FF0733
 FF0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0733.See file dsdata.pdf to determine how the superseded data were derived.
 FF0733
 FF0733_MARKER: DB = BENCH MARK DISK
 FF0733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0733_STAMPING: 306.000 J 3 1928
 FF0733_MARK LOGO: CGS
 FF0733_PROJECTION: RECESSED 15 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EK0698 ***********************************************************************
 EK0698  DESIGNATION -  J 300
 EK0698  PID         -  EK0698
 EK0698  STATE/COUNTY-  AR/SCOTT
 EK0698  COUNTRY     -  US
 EK0698  USGS QUAD   -  ACORN (2017)
 EK0698
 EK0698                         *CURRENT SURVEY CONTROL
 EK0698  ______________________________________________________________________
 EK0698* NAD 83(1986) POSITION- 34 42 30.     (N) 094 10 32.     (W)   SCALED
 EK0698* NAVD 88 ORTHO HEIGHT -   301.530 (meters)      989.27  (feet) ADJUSTED
 EK0698  ______________________________________________________________________
 EK0698  GEOID HEIGHT    -        -30.462 (meters)                     GEOID18
 EK0698  DYNAMIC HEIGHT  -        301.204 (meters)      988.20  (feet) COMP
 EK0698  MODELED GRAVITY -    979,546.3   (mgal)                       NAVD 88
 EK0698
 EK0698  VERT ORDER      -  FIRST     CLASS II
 EK0698
 EK0698.The horizontal coordinates were scaled from a map and have
 EK0698.an estimated accuracy of +/- 6 seconds.
 EK0698
 EK0698.The orthometric height was determined by differential leveling and
 EK0698.adjusted by the NATIONAL GEODETIC SURVEY
 EK0698.in June 1991.
 EK0698
 EK0698.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0698.GEOID18 height accuracy estimate available here.
 EK0698
 EK0698.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU923413(NAD 83)
 EK0698
 EK0698                          SUPERSEDED SURVEY CONTROL
 EK0698
 EK0698.No superseded survey control is available for this station.
 EK0698
 EK0698_MARKER: F = FLANGE-ENCASED ROD
 EK0698_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EK0698+WITH SETTING: INFORMATION.
 EK0698_STAMPING: J 300 1985
 EK0698_MARK LOGO: NGS
 EK0698_PROJECTION: FLUSH
 EK0698_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0698_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EK0698+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2019
 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  HISTORY     - 20190515 GOOD             ARHD
 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.
 EK0698
 EK0698                          STATION RECOVERY (2019)
 EK0698
 EK0698'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2019 (BAB)
 EK0698'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EK0725 ***********************************************************************
 EK0725  DESIGNATION -  J 301
 EK0725  PID         -  EK0725
 EK0725  STATE/COUNTY-  AR/POLK
 EK0725  COUNTRY     -  US
 EK0725  USGS QUAD   -  COVE (2017)
 EK0725
 EK0725                         *CURRENT SURVEY CONTROL
 EK0725  ______________________________________________________________________
 EK0725* NAD 83(1986) POSITION- 34 27 12.     (N) 094 24 02.     (W)   SCALED
 EK0725* NAVD 88 ORTHO HEIGHT -   291.726 (meters)      957.10  (feet) ADJUSTED
 EK0725  ______________________________________________________________________
 EK0725  GEOID HEIGHT    -        -30.008 (meters)                     GEOID18
 EK0725  DYNAMIC HEIGHT  -        291.411 (meters)      956.07  (feet) COMP
 EK0725  MODELED GRAVITY -    979,547.3   (mgal)                       NAVD 88
 EK0725
 EK0725  VERT ORDER      -  FIRST     CLASS II
 EK0725
 EK0725.The horizontal coordinates were scaled from a map and have
 EK0725.an estimated accuracy of +/- 6 seconds.
 EK0725
 EK0725.The orthometric height was determined by differential leveling and
 EK0725.adjusted by the NATIONAL GEODETIC SURVEY
 EK0725.in June 1991.
 EK0725
 EK0725.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0725.GEOID18 height accuracy estimate available here.
 EK0725
 EK0725.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU713133(NAD 83)
 EK0725
 EK0725                          SUPERSEDED SURVEY CONTROL
 EK0725
 EK0725.No superseded survey control is available for this station.
 EK0725
 EK0725_MARKER: DV = VERTICAL CONTROL DISK
 EK0725_SETTING: 66 = SET IN 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 = MARCH 20, 2026 22:17:28 EDT
 EK0749 ***********************************************************************
 EK0749  DESIGNATION -  J 302
 EK0749  PID         -  EK0749
 EK0749  STATE/COUNTY-  AR/SEVIER
 EK0749  COUNTRY     -  US
 EK0749  USGS QUAD   -  GILLHAM (2017)
 EK0749
 EK0749                         *CURRENT SURVEY CONTROL
 EK0749  ______________________________________________________________________
 EK0749* NAD 83(1986) POSITION- 34 10 34.96   (N) 094 19 06.96   (W)   HD_HELD1
 EK0749* NAVD 88 ORTHO HEIGHT -   250.629 (meters)      822.27  (feet) ADJUSTED
 EK0749  ______________________________________________________________________
 EK0749  GEOID HEIGHT    -        -28.279 (meters)                     GEOID18
 EK0749  DYNAMIC HEIGHT  -        250.373 (meters)      821.43  (feet) COMP
 EK0749  MODELED GRAVITY -    979,607.7   (mgal)                       NAVD 88
 EK0749
 EK0749  VERT ORDER      -  FIRST     CLASS II
 EK0749
 EK0749.The horizontal coordinates were determined by differentially corrected
 EK0749.hand held GPS observations or other comparable positioning techniques
 EK0749.and have an estimated accuracy of +/- 3 meters.
 EK0749
 EK0749.The orthometric height was determined by differential leveling and
 EK0749.adjusted by the NATIONAL GEODETIC SURVEY
 EK0749.in June 1991.
 EK0749
 EK0749.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0749.GEOID18 height accuracy estimate available here.
 EK0749
 EK0749.Click photographs - Photos may exist for this station.
 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     -   569,866.2     186,275.4     MT  (+/- 3 meters HH1 GPS) 
 EK0749
 EK0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT7847882498(NAD 83)
 EK0749
 EK0749                          SUPERSEDED SURVEY CONTROL
 EK0749
 EK0749.No superseded survey control is available for this station.
 EK0749
 EK0749_MARKER: F = FLANGE-ENCASED ROD
 EK0749_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EK0749_STAMPING: J 302 1985
 EK0749_MARK LOGO: NGS
 EK0749_PROJECTION: FLUSH
 EK0749_MAGNETIC: N = NO MAGNETIC MATERIAL
 EK0749_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0749_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EK0749+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2019
 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  HISTORY     - 20160316 GOOD             ARHD
 EK0749  HISTORY     - 20160322 GOOD             USACEL
 EK0749  HISTORY     - 20171204 GOOD             INDIV
 EK0749  HISTORY     - 20180814 GOOD             ARHD
 EK0749  HISTORY     - 20190529 GOOD             ARHD
 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.
 EK0749
 EK0749                          STATION RECOVERY (2016)
 EK0749
 EK0749'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (BAB)
 EK0749'RECOVERED IN GOOD CONDITION.
 EK0749
 EK0749                          STATION RECOVERY (2016)
 EK0749
 EK0749'RECOVERY NOTE BY USACE LITTLE ROCK 2016 (SCC)
 EK0749'THERE IS A POWER POLE TO THE SOUTHWEST OF THE STATION BUT IT DOES SEEM
 EK0749'SUITABLE FOR GPS.
 EK0749
 EK0749                          STATION RECOVERY (2017)
 EK0749
 EK0749'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017 (DLB)
 EK0749'RECOVERED IN GOOD CONDITION.
 EK0749
 EK0749                          STATION RECOVERY (2018)
 EK0749
 EK0749'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (WSJ)
 EK0749'RECOVERED IN GOOD CONDITION.
 EK0749
 EK0749                          STATION RECOVERY (2019)
 EK0749
 EK0749'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2019 (BAB)
 EK0749'RECOVERED AS DESCRIBED.  ADDED MAGNET.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DM1060 ***********************************************************************
 DM1060  DESIGNATION -  J 303
 DM1060  PID         -  DM1060
 DM1060  STATE/COUNTY-  AR/LITTLE RIVER
 DM1060  COUNTRY     -  US
 DM1060  USGS QUAD   -  CERROGORDO (2017)
 DM1060
 DM1060                         *CURRENT SURVEY CONTROL
 DM1060  ______________________________________________________________________
 DM1060* NAD 83(1986) POSITION- 33 52 42.     (N) 094 25 19.     (W)   SCALED
 DM1060* NAVD 88 ORTHO HEIGHT -    98.061 (meters)      321.72  (feet) ADJUSTED
 DM1060  ______________________________________________________________________
 DM1060  GEOID HEIGHT    -        -27.466 (meters)                     GEOID18
 DM1060  DYNAMIC HEIGHT  -         97.961 (meters)      321.39  (feet) COMP
 DM1060  MODELED GRAVITY -    979,611.9   (mgal)                       NAVD 88
 DM1060
 DM1060  VERT ORDER      -  FIRST     CLASS II
 DM1060
 DM1060.The horizontal coordinates were scaled from a map and have
 DM1060.an estimated accuracy of +/- 6 seconds.
 DM1060
 DM1060.The orthometric height was determined by differential leveling and
 DM1060.adjusted by the NATIONAL GEODETIC SURVEY
 DM1060.in June 1991.
 DM1060
 DM1060.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1060.GEOID18 height accuracy estimate available here.
 DM1060
 DM1060.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT684495(NAD 83)
 DM1060
 DM1060                          SUPERSEDED SURVEY CONTROL
 DM1060
 DM1060.No superseded survey control is available for this station.
 DM1060
 DM1060_MARKER: I = METAL ROD
 DM1060_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2620 ***********************************************************************
 EH2620  DESIGNATION -  J 305
 EH2620  PID         -  EH2620
 EH2620  STATE/COUNTY-  AR/PHILLIPS
 EH2620  COUNTRY     -  US
 EH2620  USGS QUAD   -  ELAINE (2017)
 EH2620
 EH2620                         *CURRENT SURVEY CONTROL
 EH2620  ______________________________________________________________________
 EH2620* NAD 83(1986) POSITION- 34 15 26.     (N) 090 50 32.     (W)   SCALED
 EH2620* NAVD 88 ORTHO HEIGHT -    58.905 (meters)      193.26  (feet) ADJUSTED
 EH2620  ______________________________________________________________________
 EH2620  GEOID HEIGHT    -        -26.784 (meters)                     GEOID18
 EH2620  DYNAMIC HEIGHT  -         58.847 (meters)      193.07  (feet) COMP
 EH2620  MODELED GRAVITY -    979,648.8   (mgal)                       NAVD 88
 EH2620
 EH2620  VERT ORDER      -  FIRST     CLASS II
 EH2620
 EH2620.The horizontal coordinates were scaled from a map and have
 EH2620.an estimated accuracy of +/- 6 seconds.
 EH2620
 EH2620.The orthometric height was determined by differential leveling and
 EH2620.adjusted by the NATIONAL GEODETIC SURVEY
 EH2620.in June 1991.
 EH2620
 EH2620.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2620.GEOID18 height accuracy estimate available here.
 EH2620
 EH2620.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT986927(NAD 83)
 EH2620
 EH2620                          SUPERSEDED SURVEY CONTROL
 EH2620
 EH2620  NGVD 29 (11/26/84)   58.967  (m)          193.46   (f) ADJUSTED    1 2
 EH2620
 EH2620.Superseded values are not recommended for survey control.
 EH2620
 EH2620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2620.See file dsdata.pdf to determine how the superseded data were derived.
 EH2620
 EH2620_MARKER: I = METAL ROD
 EH2620_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 DM1157 ***********************************************************************
 DM1157  DESIGNATION -  J 307
 DM1157  PID         -  DM1157
 DM1157  STATE/COUNTY-  AR/MILLER
 DM1157  COUNTRY     -  US
 DM1157  USGS QUAD   -  TEXARKANA (2019)
 DM1157
 DM1157                         *CURRENT SURVEY CONTROL
 DM1157  ______________________________________________________________________
 DM1157* NAD 83(1986) POSITION- 33 27 36.     (N) 094 02 01.     (W)   SCALED
 DM1157* NAVD 88 ORTHO HEIGHT -   111.979 (meters)      367.38  (feet) ADJUSTED
 DM1157  ______________________________________________________________________
 DM1157  GEOID HEIGHT    -        -26.938 (meters)                     GEOID18
 DM1157  DYNAMIC HEIGHT  -        111.861 (meters)      367.00  (feet) COMP
 DM1157  MODELED GRAVITY -    979,575.0   (mgal)                       NAVD 88
 DM1157
 DM1157  VERT ORDER      -  FIRST     CLASS II
 DM1157
 DM1157.The horizontal coordinates were scaled from a map and have
 DM1157.an estimated accuracy of +/- 6 seconds.
 DM1157
 DM1157.The orthometric height was determined by differential leveling and
 DM1157.adjusted by the NATIONAL GEODETIC SURVEY
 DM1157.in June 1991.
 DM1157
 DM1157.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1157.GEOID18 height accuracy estimate available here.
 DM1157
 DM1157.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT039027(NAD 83)
 DM1157
 DM1157                          SUPERSEDED SURVEY CONTROL
 DM1157
 DM1157.No superseded survey control is available for this station.
 DM1157
 DM1157_MARKER: I = METAL ROD
 DM1157_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 DM1105 ***********************************************************************
 DM1105  DESIGNATION -  J 308
 DM1105  PID         -  DM1105
 DM1105  STATE/COUNTY-  AR/LITTLE RIVER
 DM1105  COUNTRY     -  US
 DM1105  USGS QUAD   -  FOREMAN (2017)
 DM1105
 DM1105                         *CURRENT SURVEY CONTROL
 DM1105  ______________________________________________________________________
 DM1105* NAD 83(1986) POSITION- 33 43 44.38   (N) 094 27 43.25   (W)   HD_HELD1
 DM1105* NAVD 88 ORTHO HEIGHT -   119.703 (meters)      392.73  (feet) ADJUSTED
 DM1105  ______________________________________________________________________
 DM1105  GEOID HEIGHT    -        -27.138 (meters)                     GEOID18
 DM1105  DYNAMIC HEIGHT  -        119.579 (meters)      392.32  (feet) COMP
 DM1105  MODELED GRAVITY -    979,602.7   (mgal)                       NAVD 88
 DM1105
 DM1105  VERT ORDER      -  FIRST     CLASS II
 DM1105
 DM1105.The horizontal coordinates were determined by differentially corrected
 DM1105.hand held GPS observations or other comparable positioning techniques
 DM1105.and have an estimated accuracy of +/- 3 meters.
 DM1105
 DM1105.The orthometric height was determined by differential leveling and
 DM1105.adjusted by the NATIONAL GEODETIC SURVEY
 DM1105.in June 1991.
 DM1105
 DM1105.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1105.GEOID18 height accuracy estimate available here.
 DM1105
 DM1105.Click photographs - Photos may exist for this station.
 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     -   520,568.6     171,865.0     MT  (+/- 3 meters HH1 GPS) 
 DM1105
 DM1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT6455333067(NAD 83)
 DM1105
 DM1105                          SUPERSEDED SURVEY CONTROL
 DM1105
 DM1105.No superseded survey control is available for this station.
 DM1105
 DM1105_MARKER: F = FLANGE-ENCASED ROD
 DM1105_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DM1105+WITH SETTING: INFORMATION.
 DM1105_STAMPING: J 308 1986
 DM1105_MARK LOGO: NGS
 DM1105_PROJECTION: FLUSH
 DM1105_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1105_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1105+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2016
 DM1105_ROD/PIPE-DEPTH: 1.9 meters
 DM1105
 DM1105  HISTORY     - Date     Condition        Report By
 DM1105  HISTORY     - 1986     MONUMENTED       NGS
 DM1105  HISTORY     - 20160316 GOOD             ARHD
 DM1105  HISTORY     - 20160321 GOOD             USACEL
 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.
 DM1105
 DM1105                          STATION RECOVERY (2016)
 DM1105
 DM1105'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (BAB)
 DM1105'RECOVERED IN GOOD CONDITION.
 DM1105
 DM1105                          STATION RECOVERY (2016)
 DM1105
 DM1105'RECOVERY NOTE BY USACE LITTLE ROCK 2016 (SCC)
 DM1105'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GG0915 ***********************************************************************
 GG0915  DESIGNATION -  J 309
 GG0915  PID         -  GG0915
 GG0915  STATE/COUNTY-  AR/BENTON
 GG0915  COUNTRY     -  US
 GG0915  USGS QUAD   -  SPRINGDALE (2017)
 GG0915
 GG0915                         *CURRENT SURVEY CONTROL
 GG0915  ______________________________________________________________________
 GG0915* NAD 83(1986) POSITION- 36 14 21.     (N) 094 07 41.     (W)   SCALED
 GG0915* NAVD 88 ORTHO HEIGHT -   407.690 (meters)     1337.56  (feet) ADJUSTED
 GG0915  ______________________________________________________________________
 GG0915  GEOID HEIGHT    -        -28.094 (meters)                     GEOID18
 GG0915  DYNAMIC HEIGHT  -        407.327 (meters)     1336.37  (feet) COMP
 GG0915  MODELED GRAVITY -    979,728.9   (mgal)                       NAVD 88
 GG0915
 GG0915  VERT ORDER      -  FIRST     CLASS II
 GG0915
 GG0915.The horizontal coordinates were scaled from a map and have
 GG0915.an estimated accuracy of +/- 6 seconds.
 GG0915
 GG0915.The orthometric height was determined by differential leveling and
 GG0915.adjusted by the NATIONAL GEODETIC SURVEY
 GG0915.in June 1991.
 GG0915
 GG0915.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0915.GEOID18 height accuracy estimate available here.
 GG0915
 GG0915.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA986110(NAD 83)
 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
 GG0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0915.See file dsdata.pdf to determine how the superseded data were derived.
 GG0915
 GG0915_MARKER: I = METAL ROD
 GG0915_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GG0915+WITH SETTING: INFORMATION.
 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 - February 07, 2012
 GG0915
 GG0915  HISTORY     - Date     Condition        Report By
 GG0915  HISTORY     - 1989     MONUMENTED       NGS
 GG0915  HISTORY     - 20120207 GOOD             ARHD
 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.
 GG0915
 GG0915                          STATION RECOVERY (2012)
 GG0915
 GG0915'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (KWS)
 GG0915'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GG0207 ***********************************************************************
 GG0207  DESIGNATION -  J 31
 GG0207  PID         -  GG0207
 GG0207  STATE/COUNTY-  AR/BENTON
 GG0207  COUNTRY     -  US
 GG0207  USGS QUAD   -  SILOAM SPRINGS (2017)
 GG0207
 GG0207                         *CURRENT SURVEY CONTROL
 GG0207  ______________________________________________________________________
 GG0207* NAD 83(1986) POSITION- 36 10 51.     (N) 094 31 59.     (W)   SCALED
 GG0207* NAVD 88 ORTHO HEIGHT -   352.699 (meters)     1157.15  (feet) ADJUSTED
 GG0207  ______________________________________________________________________
 GG0207  GEOID HEIGHT    -        -28.395 (meters)                     GEOID18
 GG0207  DYNAMIC HEIGHT  -        352.388 (meters)     1156.13  (feet) COMP
 GG0207  MODELED GRAVITY -    979,739.8   (mgal)                       NAVD 88
 GG0207
 GG0207  VERT ORDER      -  SECOND    CLASS 0
 GG0207
 GG0207.The horizontal coordinates were scaled from a map and have
 GG0207.an estimated accuracy of +/- 6 seconds.
 GG0207
 GG0207.The orthometric height was determined by differential leveling and
 GG0207.adjusted by the NATIONAL GEODETIC SURVEY
 GG0207.in June 1991.
 GG0207
 GG0207.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0207.GEOID18 height accuracy estimate available here.
 GG0207
 GG0207.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA621050(NAD 83)
 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
 GG0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0207.See file dsdata.pdf to determine how the superseded data were derived.
 GG0207
 GG0207_MARKER: DB = BENCH MARK DISK
 GG0207_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GG0207_SP_SET: BUILDING
 GG0207_STAMPING: J 31 1934
 GG0207_MARK LOGO: CGS
 GG0207_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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  HISTORY     - 20100426 MARK NOT FOUND   OKDOT
 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.
 GG0207
 GG0207                          STATION RECOVERY (2010)
 GG0207
 GG0207'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2010 (MWF)
 GG0207'MARK NOT FOUND
 GG0207'INFORMATION FROM THE DIRECTOR OF THE SILOAM SPRINGS MUSEUM.
 GG0207'THE K.C.S. DEPOT IN SILOAM SPRINGS BURNED IN MAY OF 1991.
 GG0207'THE DEBRIS WAS CLEANED UP SHORTLY THERE AFTER.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DM1103 ***********************************************************************
 DM1103  DESIGNATION -  J 310
 DM1103  PID         -  DM1103
 DM1103  STATE/COUNTY-  AR/LITTLE RIVER
 DM1103  COUNTRY     -  US
 DM1103  USGS QUAD   -  FOREMAN (2017)
 DM1103
 DM1103                         *CURRENT SURVEY CONTROL
 DM1103  ______________________________________________________________________
 DM1103* NAD 83(1986) POSITION- 33 43 24.     (N) 094 25 05.     (W)   SCALED
 DM1103* NAVD 88 ORTHO HEIGHT -   132.537 (meters)      434.83  (feet) ADJUSTED
 DM1103  ______________________________________________________________________
 DM1103  GEOID HEIGHT    -        -27.115 (meters)                     GEOID18
 DM1103  DYNAMIC HEIGHT  -        132.400 (meters)      434.38  (feet) COMP
 DM1103  MODELED GRAVITY -    979,601.7   (mgal)                       NAVD 88
 DM1103
 DM1103  VERT ORDER      -  FIRST     CLASS II
 DM1103
 DM1103.The horizontal coordinates were scaled from a map and have
 DM1103.an estimated accuracy of +/- 6 seconds.
 DM1103
 DM1103.The orthometric height was determined by differential leveling and
 DM1103.adjusted by the NATIONAL GEODETIC SURVEY
 DM1103.in June 1991.
 DM1103
 DM1103.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1103.GEOID18 height accuracy estimate available here.
 DM1103
 DM1103.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT686323(NAD 83)
 DM1103
 DM1103                          SUPERSEDED SURVEY CONTROL
 DM1103
 DM1103.No superseded survey control is available for this station.
 DM1103
 DM1103_MARKER: I = METAL ROD
 DM1103_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 FH1203 ***********************************************************************
 FH1203  DESIGNATION -  J 311
 FH1203  PID         -  FH1203
 FH1203  STATE/COUNTY-  AR/CRAWFORD
 FH1203  COUNTRY     -  US
 FH1203  USGS QUAD   -  VAN BUREN (2017)
 FH1203
 FH1203                         *CURRENT SURVEY CONTROL
 FH1203  ______________________________________________________________________
 FH1203* NAD 83(1986) POSITION- 35 27 26.49   (N) 094 19 35.97   (W)   HD_HELD1
 FH1203* NAVD 88 ORTHO HEIGHT -   148.580 (meters)      487.47  (feet) ADJUSTED
 FH1203  ______________________________________________________________________
 FH1203  GEOID HEIGHT    -        -29.755 (meters)                     GEOID18
 FH1203  DYNAMIC HEIGHT  -        148.440 (meters)      487.01  (feet) COMP
 FH1203  MODELED GRAVITY -    979,692.4   (mgal)                       NAVD 88
 FH1203
 FH1203  VERT ORDER      -  FIRST     CLASS II
 FH1203
 FH1203.The horizontal coordinates were determined by differentially corrected
 FH1203.hand held GPS observations or other comparable positioning techniques
 FH1203.and have an estimated accuracy of +/- 3 meters.
 FH1203
 FH1203.The orthometric height was determined by differential leveling and
 FH1203.adjusted by the NATIONAL GEODETIC SURVEY
 FH1203.in June 1991.
 FH1203
 FH1203.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1203.GEOID18 height accuracy estimate available here.
 FH1203
 FH1203.Click photographs - Photos may exist for this station.
 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     -   127,195.9     188,824.9     MT  (+/- 3 meters HH1 GPS) 
 FH1203
 FH1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV7961424572(NAD 83)
 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
 FH1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1203.See file dsdata.pdf to determine how the superseded data were derived.
 FH1203
 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: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH1203_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH1203+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2024
 FH1203
 FH1203  HISTORY     - Date     Condition        Report By
 FH1203  HISTORY     - 1989     MONUMENTED       NGS
 FH1203  HISTORY     - 20050108 GOOD             GEOCAC
 FH1203  HISTORY     - 20071127 GOOD             GEOCAC
 FH1203  HISTORY     - 20240320 GOOD             ARHD
 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.
 FH1203
 FH1203                          STATION RECOVERY (2007)
 FH1203
 FH1203'RECOVERY NOTE BY GEOCACHING 2007 (CA)
 FH1203'RECOVERED IN GOOD CONDITION.
 FH1203
 FH1203                          STATION RECOVERY (2024)
 FH1203
 FH1203'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (JH)
 FH1203'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FH1226 ***********************************************************************
 FH1226  DESIGNATION -  J 312
 FH1226  PID         -  FH1226
 FH1226  STATE/COUNTY-  AR/CRAWFORD
 FH1226  COUNTRY     -  US
 FH1226  USGS QUAD   -  MOUNTAINBURG (2017)
 FH1226
 FH1226                         *CURRENT SURVEY CONTROL
 FH1226  ______________________________________________________________________
 FH1226* NAD 83(1986) POSITION- 35 41 23.46   (N) 094 08 52.77   (W)   HD_HELD1
 FH1226* NAVD 88 ORTHO HEIGHT -   437.816 (meters)     1436.40  (feet) ADJUSTED
 FH1226  ______________________________________________________________________
 FH1226  GEOID HEIGHT    -        -28.570 (meters)                     GEOID18
 FH1226  DYNAMIC HEIGHT  -        437.399 (meters)     1435.03  (feet) COMP
 FH1226  MODELED GRAVITY -    979,666.8   (mgal)                       NAVD 88
 FH1226
 FH1226  VERT ORDER      -  FIRST     CLASS II
 FH1226
 FH1226.The horizontal coordinates were determined by differentially corrected
 FH1226.hand held GPS observations or other comparable positioning techniques
 FH1226.and have an estimated accuracy of +/- 3 meters.
 FH1226
 FH1226.The orthometric height was determined by differential leveling and
 FH1226.adjusted by the NATIONAL GEODETIC SURVEY
 FH1226.in June 1991.
 FH1226
 FH1226.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1226.GEOID18 height accuracy estimate available here.
 FH1226
 FH1226.Click photographs - Photos may exist for this station.
 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     -   152,614.8     205,601.2     MT  (+/- 3 meters HH1 GPS) 
 FH1226
 FH1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9612850156(NAD 83)
 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
 FH1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1226.See file dsdata.pdf to determine how the superseded data were derived.
 FH1226
 FH1226_MARKER: DV = VERTICAL CONTROL DISK
 FH1226_SETTING: 66 = SET IN ROCK OUTCROP
 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 - April 13, 2009
 FH1226
 FH1226  HISTORY     - Date     Condition        Report By
 FH1226  HISTORY     - 1989     MONUMENTED       NGS
 FH1226  HISTORY     - 20090413 GOOD             ARHD
 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.
 FH1226
 FH1226                          STATION RECOVERY (2009)
 FH1226
 FH1226'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2009 (NVL)
 FH1226'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GE1260 ***********************************************************************
 GE1260  DESIGNATION -  J 313
 GE1260  PID         -  GE1260
 GE1260  STATE/COUNTY-  AR/FULTON
 GE1260  COUNTRY     -  US
 GE1260  USGS QUAD   -  WIRTH (2017)
 GE1260
 GE1260                         *CURRENT SURVEY CONTROL
 GE1260  ______________________________________________________________________
 GE1260* NAD 83(1986) POSITION- 36 22 31.     (N) 091 29 11.     (W)   SCALED
 GE1260* NAVD 88 ORTHO HEIGHT -   183.178 (meters)      600.98  (feet) ADJUSTED
 GE1260  ______________________________________________________________________
 GE1260  GEOID HEIGHT    -        -28.468 (meters)                     GEOID18
 GE1260  DYNAMIC HEIGHT  -        183.025 (meters)      600.47  (feet) COMP
 GE1260  MODELED GRAVITY -    979,790.7   (mgal)                       NAVD 88
 GE1260
 GE1260  VERT ORDER      -  FIRST     CLASS II
 GE1260
 GE1260.The horizontal coordinates were scaled from a map and have
 GE1260.an estimated accuracy of +/- 6 seconds.
 GE1260
 GE1260.The orthometric height was determined by differential leveling and
 GE1260.adjusted by the NATIONAL GEODETIC SURVEY
 GE1260.in January 1995.
 GE1260
 GE1260.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE1260.GEOID18 height accuracy estimate available here.
 GE1260
 GE1260.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA357266(NAD 83)
 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
 GE1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1260.See file dsdata.pdf to determine how the superseded data were derived.
 GE1260
 GE1260_MARKER: DV = VERTICAL CONTROL DISK
 GE1260_SETTING: 66 = SET IN ROCK OUTCROP
 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 = MARCH 20, 2026 22:17:28 EDT
 FF2178 ***********************************************************************
 FF2178  HT_MOD      -  This is a Height Modernization Survey Station.
 FF2178  DESIGNATION -  J 314
 FF2178  PID         -  FF2178
 FF2178  STATE/COUNTY-  AR/POINSETT
 FF2178  COUNTRY     -  US
 FF2178  USGS QUAD   -  TYRONZA (2017)
 FF2178
 FF2178                         *CURRENT SURVEY CONTROL
 FF2178  ______________________________________________________________________
 FF2178* NAD 83(2011) POSITION- 35 27 10.99462(N) 090 18 51.20471(W)   ADJUSTED
 FF2178* NAD 83(2011) ELLIP HT-    39.776 (meters)        (06/27/12)   ADJUSTED
 FF2178* NAD 83(2011) EPOCH   -  2010.00
 FF2178* NAVD 88 ORTHO HEIGHT -    67.48  (meters)      221.4   (feet) GPS OBS
 FF2178  ______________________________________________________________________
 FF2178  NAVD 88 orthometric height was determined with geoid model    GEOID03
 FF2178  GEOID HEIGHT    -        -27.666 (meters)                     GEOID03
 FF2178  GEOID HEIGHT    -        -27.618 (meters)                     GEOID18
 FF2178  NAD 83(2011) X  -    -28,525.923 (meters)                     COMP
 FF2178  NAD 83(2011) Y  - -5,201,388.309 (meters)                     COMP
 FF2178  NAD 83(2011) Z  -  3,678,949.393 (meters)                     COMP
 FF2178  LAPLACE CORR    -          0.09  (seconds)                    DEFLEC18
 FF2178
 FF2178  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FF2178  Standards:
 FF2178         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FF2178            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FF2178  -------------------------------------------------------------------
 FF2178  NETWORK    2.87   3.12           1.28   1.04   1.59      0.14258700
 FF2178  -------------------------------------------------------------------
 FF2178  Click here for local accuracies and other accuracy information.
 FF2178
 FF2178.The horizontal coordinates were established by GPS observations
 FF2178.and adjusted by the National Geodetic Survey in June 2012.
 FF2178
 FF2178.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FF2178.been affixed to the stable North American tectonic plate. See 
 FF2178.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FF2178
 FF2178.The horizontal coordinates are valid at the epoch date displayed above
 FF2178.which is a decimal equivalence of Year/Month/Day.
 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.
 FF2178
 FF2178.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF2178.GEOID18 height accuracy estimate available here.
 FF2178
 FF2178.Click photographs - Photos may exist for this station.
 FF2178
 FF2178.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF2178
 FF2178.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF2178
 FF2178.The ellipsoidal height was determined by GPS observations
 FF2178.and is referenced to NAD 83.
 FF2178
 FF2178. The following values were computed from the NAD 83(2011) position.
 FF2178
 FF2178;                    North         East     Units Scale Factor Converg.
 FF2178;SPC AR N     -   125,533.209   553,021.533   MT  0.99993854   +0 58 51.4
 FF2178;SPC AR N     -   411,853.54  1,814,371.48   sFT  0.99993854   +0 58 51.4
 FF2178;UTM  15      - 3,926,602.105   743,752.483   MT  1.00033226   +1 33 31.0
 FF2178
 FF2178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2178!SPC AR N     -   0.99999376  x   0.99993854  =   0.99993230
 FF2178!UTM  15      -   0.99999376  x   1.00033226  =   1.00032601
 FF2178
 FF2178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV4375226602(NAD 83)
 FF2178
 FF2178                          SUPERSEDED SURVEY CONTROL
 FF2178
 FF2178  NAD 83(2007)-  35 27 10.99465(N)    090 18 51.20571(W) AD(2002.00) 0
 FF2178  ELLIP H (02/10/07)   39.802  (m)                       GP(2002.00)    
 FF2178  NAD 83(1997)-  35 27 10.99453(N)    090 18 51.20553(W) AD(       ) 1
 FF2178  ELLIP H (05/31/05)   39.790  (m)                       GP(       ) 4 2
 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
 FF2178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2178.See file dsdata.pdf to determine how the superseded data were derived.
 FF2178
 FF2178_MARKER: I = METAL ROD
 FF2178_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 FF2203 ***********************************************************************
 FF2203  DESIGNATION -  J 315
 FF2203  PID         -  FF2203
 FF2203  STATE/COUNTY-  AR/CRAIGHEAD
 FF2203  COUNTRY     -  US
 FF2203  USGS QUAD   -  HERMAN (2017)
 FF2203
 FF2203                         *CURRENT SURVEY CONTROL
 FF2203  ______________________________________________________________________
 FF2203* NAD 83(1986) POSITION- 35 52 21.     (N) 090 47 01.     (W)   SCALED
 FF2203* NAVD 88 ORTHO HEIGHT -   106.201 (meters)      348.43  (feet) ADJUSTED
 FF2203  ______________________________________________________________________
 FF2203  GEOID HEIGHT    -        -27.822 (meters)                     GEOID18
 FF2203  DYNAMIC HEIGHT  -        106.111 (meters)      348.13  (feet) COMP
 FF2203  MODELED GRAVITY -    979,787.9   (mgal)                       NAVD 88
 FF2203
 FF2203  VERT ORDER      -  FIRST     CLASS II
 FF2203
 FF2203.The horizontal coordinates were scaled from a map and have
 FF2203.an estimated accuracy of +/- 6 seconds.
 FF2203
 FF2203.The orthometric height was determined by differential leveling and
 FF2203.adjusted by the NATIONAL GEODETIC SURVEY
 FF2203.in January 1995.
 FF2203
 FF2203.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF2203.GEOID18 height accuracy estimate available here.
 FF2203
 FF2203.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV000720(NAD 83)
 FF2203
 FF2203                          SUPERSEDED SURVEY CONTROL
 FF2203
 FF2203  NGVD 29 (10/05/93)  106.119  (m)          348.16   (f) ADJUSTED    1 2
 FF2203
 FF2203.Superseded values are not recommended for survey control.
 FF2203
 FF2203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2203.See file dsdata.pdf to determine how the superseded data were derived.
 FF2203
 FF2203_MARKER: I = METAL ROD
 FF2203_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0105 ***********************************************************************
 GE0105  DESIGNATION -  J 32
 GE0105  PID         -  GE0105
 GE0105  STATE/COUNTY-  AR/GREENE
 GE0105  COUNTRY     -  US
 GE0105  USGS QUAD   -  MARMADUKE (2017)
 GE0105
 GE0105                         *CURRENT SURVEY CONTROL
 GE0105  ______________________________________________________________________
 GE0105* NAD 83(1986) POSITION- 36 08 37.     (N) 090 24 57.     (W)   SCALED
 GE0105* NAVD 88 ORTHO HEIGHT -    82.379 (meters)      270.27  (feet) ADJUSTED
 GE0105  ______________________________________________________________________
 GE0105  GEOID HEIGHT    -        -28.291 (meters)                     GEOID18
 GE0105  DYNAMIC HEIGHT  -         82.312 (meters)      270.05  (feet) COMP
 GE0105  MODELED GRAVITY -    979,812.3   (mgal)                       NAVD 88
 GE0105
 GE0105  VERT ORDER      -  FIRST     CLASS II
 GE0105
 GE0105.The horizontal coordinates were scaled from a map and have
 GE0105.an estimated accuracy of +/- 6 seconds.
 GE0105
 GE0105.The orthometric height was determined by differential leveling and
 GE0105.adjusted by the NATIONAL GEODETIC SURVEY
 GE0105.in June 1991.
 GE0105
 GE0105.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0105.GEOID18 height accuracy estimate available here.
 GE0105
 GE0105.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA325029(NAD 83)
 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
 GE0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0105.See file dsdata.pdf to determine how the superseded data were derived.
 GE0105
 GE0105_MARKER: DB = BENCH MARK DISK
 GE0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0105_STAMPING: J 32 1933
 GE0105_MARK LOGO: CGS
 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             CGS
 GE0105  HISTORY     - 20020801 MARK NOT FOUND   USACE
 GE0105
 GE0105                          STATION DESCRIPTION
 GE0105
 GE0105'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DK2838 ***********************************************************************
 DK2838  DESIGNATION -  J 320
 DK2838  PID         -  DK2838
 DK2838  STATE/COUNTY-  AR/PULASKI
 DK2838  COUNTRY     -  US
 DK2838  USGS QUAD   -  LITTLE ROCK (2017)
 DK2838
 DK2838                         *CURRENT SURVEY CONTROL
 DK2838  ______________________________________________________________________
 DK2838* NAD 83(1986) POSITION- 34 40 44.9    (N) 092 19 57.1    (W)   HD_HELD2
 DK2838* NAVD 88 ORTHO HEIGHT -   111.401 (meters)      365.49  (feet) ADJUSTED
 DK2838  ______________________________________________________________________
 DK2838  GEOID HEIGHT    -        -26.502 (meters)                     GEOID18
 DK2838  DYNAMIC HEIGHT  -        111.298 (meters)      365.15  (feet) COMP
 DK2838  MODELED GRAVITY -    979,705.5   (mgal)                       NAVD 88
 DK2838
 DK2838  VERT ORDER      -  FIRST     CLASS II
 DK2838
 DK2838.The horizontal coordinates were established by autonomous hand held GPS
 DK2838.observations and have an estimated accuracy of +/- 10 meters.
 DK2838
 DK2838.The orthometric height was determined by differential leveling and
 DK2838.adjusted by the NATIONAL GEODETIC SURVEY
 DK2838.in May 2008.
 DK2838
 DK2838.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK2838.GEOID18 height accuracy estimate available here.
 DK2838
 DK2838.Click photographs - Photos may exist for this station.
 DK2838
 DK2838.The dynamic height is computed by dividing the NAVD 88
 DK2838.geopotential number by the normal gravity value computed on the
 DK2838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2838.degrees latitude (g = 980.6199 gals.).
 DK2838
 DK2838.The modeled gravity was interpolated from observed gravity values.
 DK2838
 DK2838;                    North         East    Units  Estimated Accuracy
 DK2838;SPC AR S     -   623,264.      369,527.      MT  (+/- 10 meters HH2 GPS)
 DK2838
 DK2838_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6114537664(NAD 83)
 DK2838
 DK2838                          SUPERSEDED SURVEY CONTROL
 DK2838
 DK2838.No superseded survey control is available for this station.
 DK2838
 DK2838_MARKER: DB = BENCH MARK DISK
 DK2838_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK2838_SP_SET: BRIDGE ABUTMENT
 DK2838_STAMPING: J 320 2007
 DK2838_MARK LOGO: ARHD
 DK2838_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK2838_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK2838_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2838+SATELLITE: SATELLITE OBSERVATIONS - January 03, 2017
 DK2838
 DK2838  HISTORY     - Date     Condition        Report By
 DK2838  HISTORY     - 20070406 MONUMENTED       ARHD
 DK2838  HISTORY     - 20170103 GOOD             ARHD
 DK2838
 DK2838                          STATION DESCRIPTION
 DK2838
 DK2838'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2007
 DK2838'THE MARK IS LOCATED ABOUT 3.0 MI (4.8 KM) SOUTHWEST OF LITTLE ROCK
 DK2838'ARKANSAS.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DK2838'
 DK2838'STATION IS LOCATED AT THE INTERSECTION OF US INTERSTATE HIGHWAY 30 AND
 DK2838'PORTSMOUTH DRIVE ON THE NORTH END OF THE EAST ABUTMENT OF BRIDGE
 DK2838'(PORTSMOUTH DRIVE) OVER INTERSTATE 30 WEST.
 DK2838'
 DK2838'23.0 METERS NORTH OF THE CENTER LINE WEST BOUND LANES OF INTERSTATE
 DK2838'30, 17.2 M (99.0 FT) SOUTH OF A 4 WAY STOP SIGN,AND 5.6 METERS EAST OF
 DK2838'THE CENTER LINE OF PORTSMOUTH DRIVE.
 DK2838
 DK2838                          STATION RECOVERY (2017)
 DK2838
 DK2838'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2017 (JDH)
 DK2838'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK2864 ***********************************************************************
 DK2864  DESIGNATION -  J 321
 DK2864  PID         -  DK2864
 DK2864  STATE/COUNTY-  AR/PULASKI
 DK2864  COUNTRY     -  US
 DK2864  USGS QUAD   -  PINNACLE MOUNTAIN (2017)
 DK2864
 DK2864                         *CURRENT SURVEY CONTROL
 DK2864  ______________________________________________________________________
 DK2864* NAD 83(1986) POSITION- 34 47 50.     (N) 092 22 52.     (W)   SCALED
 DK2864* NAVD 88 ORTHO HEIGHT -    79.865 (meters)      262.02  (feet) ADJUSTED
 DK2864  ______________________________________________________________________
 DK2864  GEOID HEIGHT    -        -26.870 (meters)                     GEOID18
 DK2864  DYNAMIC HEIGHT  -         79.790 (meters)      261.78  (feet) COMP
 DK2864  MODELED GRAVITY -    979,695.1   (mgal)                       NAVD 88
 DK2864
 DK2864  VERT ORDER      -  FIRST     CLASS II
 DK2864
 DK2864.The horizontal coordinates were scaled from a map and have
 DK2864.an estimated accuracy of +/- 6 seconds.
 DK2864
 DK2864.The orthometric height was determined by differential leveling and
 DK2864.adjusted by the NATIONAL GEODETIC SURVEY
 DK2864.in May 2008.
 DK2864
 DK2864.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK2864.GEOID18 height accuracy estimate available here.
 DK2864
 DK2864.Click photographs - Photos may exist for this station.
 DK2864
 DK2864.The dynamic height is computed by dividing the NAVD 88
 DK2864.geopotential number by the normal gravity value computed on the
 DK2864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2864.degrees latitude (g = 980.6199 gals.).
 DK2864
 DK2864.The modeled gravity was interpolated from observed gravity values.
 DK2864
 DK2864;                    North         East    Units  Estimated Accuracy
 DK2864;SPC AR S     -   636,380.      365,120.      MT  (+/- 180 meters Scaled)
 DK2864
 DK2864_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU566507(NAD 83)
 DK2864
 DK2864                          SUPERSEDED SURVEY CONTROL
 DK2864
 DK2864.No superseded survey control is available for this station.
 DK2864
 DK2864_MARKER: DB = BENCH MARK DISK
 DK2864_SETTING: 41 = SET IN A LARGE STRUCTURE WITH FOUNDATIONS ON BEDROCK
 DK2864_SP_SET: BRIDGE PILLAR FOOTING
 DK2864_STAMPING: J 321 2007
 DK2864_MARK LOGO: ARHD
 DK2864_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK2864_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DK2864+STABILITY: POSITION/ELEVATION WELL
 DK2864_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK2864+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2012
 DK2864
 DK2864  HISTORY     - Date     Condition        Report By
 DK2864  HISTORY     - 20070411 MONUMENTED       ARHD
 DK2864  HISTORY     - 20120312 GOOD             ARHD
 DK2864
 DK2864                          STATION DESCRIPTION
 DK2864
 DK2864'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2007
 DK2864'THE STATION IS LOCATED ABOUT 2.0 MILES WEST OF LITTLE ROCK ARKANSAS.
 DK2864'OWNERSHIP--ROAD RIGHT-OF-WAY. UNDER THE INTERSTATE HIGHWAY 430 BRIDGE
 DK2864'CROSSING THE ARKANSAS RIVER.
 DK2864'
 DK2864'TO REACH FROM THE INTERSECTION OF INTERSTATE HIGHWAY 430 AND STATE
 DK2864'HIGHWAY 10 WEST OF LITTLE ROCK, GO WEST ON HIGHWAY 10 FOR 0.40 MILES
 DK2864'TO RIVER MOUNTAIN ROAD ON THE RIGHT. TURN RIGHT ON ROAD AND GO 1.30
 DK2864'MILES TO THE STATION ON THE LEFT. SET IN THE SOUTHERN MOST ONE OF FOUR
 DK2864'PILLAR BASES.
 DK2864'
 DK2864'30.0 METERS NORTH OF A MANHOLE COVER, 17.40 METERS NORTHEAST OF THE
 DK2864'CENTERLINE OF THE ROAD, AND 10.50 METERS SOUTHEAST OF THIRD PILLAR
 DK2864'DOWNSTREAM AND CLOSEST TO THE RIVER, AND 0.60 METERS SOUTH OF BRIDGE
 DK2864'PILLAR.
 DK2864
 DK2864                          STATION RECOVERY (2012)
 DK2864
 DK2864'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (JDH)
 DK2864'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO4787 ***********************************************************************
 DO4787  DESIGNATION -  J 326
 DO4787  PID         -  DO4787
 DO4787  STATE/COUNTY-  AR/POPE
 DO4787  COUNTRY     -  US
 DO4787  USGS QUAD   -  RUSSELLVILLE EAST (2017)
 DO4787
 DO4787                         *CURRENT SURVEY CONTROL
 DO4787  ______________________________________________________________________
 DO4787* NAD 83(1986) POSITION- 35 17 28.6    (N) 093 06 24.7    (W)   HD_HELD2
 DO4787* NAVD 88 ORTHO HEIGHT -   129.523 (meters)      424.94  (feet) ADJUSTED
 DO4787  ______________________________________________________________________
 DO4787  GEOID HEIGHT    -        -29.100 (meters)                     GEOID18
 DO4787  DYNAMIC HEIGHT  -        129.401 (meters)      424.54  (feet) COMP
 DO4787  MODELED GRAVITY -    979,687.1   (mgal)                       NAVD 88
 DO4787
 DO4787  VERT ORDER      -  FIRST     CLASS II
 DO4787
 DO4787.The horizontal coordinates were established by autonomous hand held GPS
 DO4787.observations and have an estimated accuracy of +/- 10 meters.
 DO4787
 DO4787.The orthometric height was determined by differential leveling and
 DO4787.adjusted by the NATIONAL GEODETIC SURVEY
 DO4787.in April 2013.
 DO4787
 DO4787.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO4787.GEOID18 height accuracy estimate available here.
 DO4787
 DO4787.Click photographs - Photos may exist for this station.
 DO4787
 DO4787.The dynamic height is computed by dividing the NAVD 88
 DO4787.geopotential number by the normal gravity value computed on the
 DO4787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO4787.degrees latitude (g = 980.6199 gals.).
 DO4787
 DO4787.The modeled gravity was interpolated from observed gravity values.
 DO4787
 DO4787;                    North         East    Units  Estimated Accuracy
 DO4787;SPC AR N     -   106,841.      299,323.      MT  (+/- 10 meters HH2 GPS)
 DO4787
 DO4787_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV9028305350(NAD 83)
 DO4787
 DO4787                          SUPERSEDED SURVEY CONTROL
 DO4787
 DO4787.No superseded survey control is available for this station.
 DO4787
 DO4787_MARKER: DV = VERTICAL CONTROL DISK
 DO4787_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DO4787_SP_SET: BRIDGE PARAPET WALL
 DO4787_STAMPING: J 326 2009
 DO4787_MARK LOGO: ARHD
 DO4787_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO4787_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO4787_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO4787+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2017
 DO4787
 DO4787  HISTORY     - Date     Condition        Report By
 DO4787  HISTORY     - 20090609 MONUMENTED       ARHD
 DO4787  HISTORY     - 20170222 GOOD             ARHD
 DO4787
 DO4787                          STATION DESCRIPTION
 DO4787
 DO4787'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2009 (DS)
 DO4787'THE STATION IS LOCATED ABOUT 0.5 MI (0.8 KM) EAST OF RUSSELLVILLE.
 DO4787'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DO4787'
 DO4787'THE STATION IS LOCATED AT THE NORTHWEST CORNER OF PARAPET WALL IN THE
 DO4787'BRIDGE FOR STATE ROAD 326 AND U.S. INTERSTATE 40.
 DO4787'
 DO4787'IT IS 12.5 M (41.0 FT) WEST OF THE CENTER OF ROAD, 11.0 M (36.1 FT)
 DO4787'SOUTH OF THE NORTH END OF PARAPET WALL.
 DO4787
 DO4787                          STATION RECOVERY (2017)
 DO4787
 DO4787'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2017 (JDH)
 DO4787'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0055 ***********************************************************************
 FF0055  DESIGNATION -  J 33
 FF0055  PID         -  FF0055
 FF0055  STATE/COUNTY-  AR/MISSISSIPPI
 FF0055  COUNTRY     -  US
 FF0055  USGS QUAD   -  MANILA NORTH (2017)
 FF0055
 FF0055                         *CURRENT SURVEY CONTROL
 FF0055  ______________________________________________________________________
 FF0055* NAD 83(1986) POSITION- 35 52 43.     (N) 090 09 58.     (W)   SCALED
 FF0055* NAVD 88 ORTHO HEIGHT -    74.111 (meters)      243.15  (feet) ADJUSTED
 FF0055  ______________________________________________________________________
 FF0055  GEOID HEIGHT    -        -28.036 (meters)                     GEOID18
 FF0055  DYNAMIC HEIGHT  -         74.048 (meters)      242.94  (feet) COMP
 FF0055  MODELED GRAVITY -    979,786.1   (mgal)                       NAVD 88
 FF0055
 FF0055  VERT ORDER      -  FIRST     CLASS II
 FF0055
 FF0055.The horizontal coordinates were scaled from a map and have
 FF0055.an estimated accuracy of +/- 6 seconds.
 FF0055
 FF0055.The orthometric height was determined by differential leveling and
 FF0055.adjusted by the NATIONAL GEODETIC SURVEY
 FF0055.in June 1991.
 FF0055
 FF0055.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0055.GEOID18 height accuracy estimate available here.
 FF0055
 FF0055.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV558741(NAD 83)
 FF0055
 FF0055                          SUPERSEDED SURVEY CONTROL
 FF0055
 FF0055  NGVD 29 (11/26/84)   74.101  (m)          243.11   (f) ADJUSTED    1 2
 FF0055
 FF0055.Superseded values are not recommended for survey control.
 FF0055
 FF0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0055.See file dsdata.pdf to determine how the superseded data were derived.
 FF0055
 FF0055_MARKER: DB = BENCH MARK DISK
 FF0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0055_STAMPING: J 33 1933
 FF0055_MARK LOGO: CGS
 FF0055_PROJECTION: RECESSED 3 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 DO2566 ***********************************************************************
 DO2566  DESIGNATION -  J 330
 DO2566  PID         -  DO2566
 DO2566  STATE/COUNTY-  AR/CRAIGHEAD
 DO2566  COUNTRY     -  US
 DO2566  USGS QUAD   -  JONESBORO (2017)
 DO2566
 DO2566                         *CURRENT SURVEY CONTROL
 DO2566  ______________________________________________________________________
 DO2566* NAD 83(1986) POSITION- 35 47 47.61   (N) 090 40 11.09   (W)   HD_HELD1
 DO2566* NAVD 88 ORTHO HEIGHT -    79.301 (meters)      260.17  (feet) ADJUSTED
 DO2566  ______________________________________________________________________
 DO2566  GEOID HEIGHT    -        -27.811 (meters)                     GEOID18
 DO2566  DYNAMIC HEIGHT  -         79.233 (meters)      259.95  (feet) COMP
 DO2566  MODELED GRAVITY -    979,778.5   (mgal)                       NAVD 88
 DO2566
 DO2566  VERT ORDER      -  FIRST     CLASS II
 DO2566
 DO2566.The horizontal coordinates were determined by differentially corrected
 DO2566.hand held GPS observations or other comparable positioning techniques
 DO2566.and have an estimated accuracy of +/- 3 meters.
 DO2566
 DO2566.The orthometric height was determined by differential leveling and
 DO2566.adjusted by the NATIONAL GEODETIC SURVEY
 DO2566.in February 2013.
 DO2566
 DO2566.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2566.GEOID18 height accuracy estimate available here.
 DO2566
 DO2566.Click photographs - Photos may exist for this station.
 DO2566
 DO2566.The dynamic height is computed by dividing the NAVD 88
 DO2566.geopotential number by the normal gravity value computed on the
 DO2566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2566.degrees latitude (g = 980.6199 gals.).
 DO2566
 DO2566.The modeled gravity was interpolated from observed gravity values.
 DO2566
 DO2566;                    North         East    Units  Estimated Accuracy
 DO2566;SPC AR N     -   163,145.6     520,237.3     MT  (+/- 3 meters HH1 GPS) 
 DO2566
 DO2566_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV1057663889(NAD 83)
 DO2566
 DO2566                          SUPERSEDED SURVEY CONTROL
 DO2566
 DO2566.No superseded survey control is available for this station.
 DO2566
 DO2566_MARKER: DB = BENCH MARK DISK
 DO2566_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DO2566_SP_SET: BRIDGE ABUTMENT
 DO2566_STAMPING: J 330 2011
 DO2566_MARK LOGO: NONE
 DO2566_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2566_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO2566_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2566+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2010
 DO2566
 DO2566  HISTORY     - Date     Condition        Report By
 DO2566  HISTORY     - 20101130 MONUMENTED       ASSOEN
 DO2566
 DO2566                          STATION DESCRIPTION
 DO2566
 DO2566'DESCRIBED BY ASSOCIATED ENGINEERING 2010 (MPM)
 DO2566'THE MARK IS LOCATED ABOUT 8.4 MI (13.5 KM) EAST-SOUTHEAST OF HERMAN,
 DO2566'7.8 MI (12.6 KM) WEST-SOUTHWEST OF NEEDHAM AND 3.7 MI (6.0 KM)
 DO2566'SOUTH-SOUTHEAST OF JONESBORO.
 DO2566'
 DO2566'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DO2566'
 DO2566'TO REACH FROM THE INTERSECTION OF US HIGHWAY 63 AND STADIUM BOULEVARD,
 DO2566'HEAD SOUTH ON STADIUM BOULEVARD 0.70 MI (1.1 KM) TO THE MARK ON THE
 DO2566'RIGHT.
 DO2566'
 DO2566'IT IS 48.75 FT (14.9 M) NORTH OF THE CENTERLINE OF A DITCH, 30.65 FT
 DO2566'(9.3 M) SOUTH OF A VERTICAL PANEL TRAFFIC SIGN, 26.6 FT (8.1 M) WEST
 DO2566'OF THE CENTERLINE OF THE ROAD AND SET VERTICALLY IN THE NORTHWEST FACE
 DO2566'OF THE ABUTMENT AND ABOUT 1 FT (0.3 M) LOWER THAN THE ROAD.
 DO2566'
 DO2566'NOTE-THERE IS NO LOGO ON THE DISK.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO2591 ***********************************************************************
 DO2591  DESIGNATION -  J 331
 DO2591  PID         -  DO2591
 DO2591  STATE/COUNTY-  AR/CRAIGHEAD
 DO2591  COUNTRY     -  US
 DO2591  USGS QUAD   -  LORADO (2017)
 DO2591
 DO2591                         *CURRENT SURVEY CONTROL
 DO2591  ______________________________________________________________________
 DO2591* NAD 83(1986) POSITION- 35 52 30.29   (N) 090 39 28.35   (W)   HD_HELD1
 DO2591* NAVD 88 ORTHO HEIGHT -   101.457 (meters)      332.86  (feet) ADJUSTED
 DO2591  ______________________________________________________________________
 DO2591  GEOID HEIGHT    -        -27.877 (meters)                     GEOID18
 DO2591  DYNAMIC HEIGHT  -        101.371 (meters)      332.58  (feet) COMP
 DO2591  MODELED GRAVITY -    979,783.0   (mgal)                       NAVD 88
 DO2591
 DO2591  VERT ORDER      -  FIRST     CLASS II
 DO2591
 DO2591.The horizontal coordinates were determined by differentially corrected
 DO2591.hand held GPS observations or other comparable positioning techniques
 DO2591.and have an estimated accuracy of +/- 3 meters.
 DO2591
 DO2591.The orthometric height was determined by differential leveling and
 DO2591.adjusted by the NATIONAL GEODETIC SURVEY
 DO2591.in February 2013.
 DO2591
 DO2591.No vertical observational check was made to the station.
 DO2591
 DO2591.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2591.GEOID18 height accuracy estimate available here.
 DO2591
 DO2591.Click photographs - Photos may exist for this station.
 DO2591
 DO2591.The dynamic height is computed by dividing the NAVD 88
 DO2591.geopotential number by the normal gravity value computed on the
 DO2591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2591.degrees latitude (g = 980.6199 gals.).
 DO2591
 DO2591.The modeled gravity was interpolated from observed gravity values.
 DO2591
 DO2591;                    North         East    Units  Estimated Accuracy
 DO2591;SPC AR N     -   171,871.4     521,191.5     MT  (+/- 3 meters HH1 GPS) 
 DO2591
 DO2591_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV1144172626(NAD 83)
 DO2591
 DO2591                          SUPERSEDED SURVEY CONTROL
 DO2591
 DO2591.No superseded survey control is available for this station.
 DO2591
 DO2591_MARKER: F = FLANGE-ENCASED ROD
 DO2591_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DO2591_STAMPING: J 331 2011
 DO2591_MARK LOGO: NONE
 DO2591_PROJECTION: RECESSED 3 CENTIMETERS
 DO2591_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DO2591_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO2591_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2591+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2010
 DO2591_ROD/PIPE-DEPTH: 7.2 meters
 DO2591_SLEEVE-DEPTH  : 1 meters
 DO2591
 DO2591  HISTORY     - Date     Condition        Report By
 DO2591  HISTORY     - 20101123 MONUMENTED       ASSOEN
 DO2591
 DO2591                          STATION DESCRIPTION
 DO2591
 DO2591'DESCRIBED BY ASSOCIATED ENGINEERING 2010 (MPM)
 DO2591'THE MARK IS LOCATED ABOUT 7.8 MI (12.6 KM) WEST-NORTHWEST OF NEEDHAM,
 DO2591'4.6 MI (7.4 KM) WEST-SOUTHWEST OF BROOKLAND AND 3.4 MI (5.5 KM)
 DO2591'NORTHEAST OF JONESBORO.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DO2591'
 DO2591'TO REACH FROM THE INTERSECTION OF ARKANSAS HIGHWAY 49 AND ARKANSAS
 DO2591'HIGHWAY 351 HEAD NORTHERLY ON ARKANSAS HIGHWAY 351 1.2 MI (1.9 KM) TO
 DO2591'THE MARK ON THE RIGHT.
 DO2591'
 DO2591'IT IS 69.8 FT (21.3 M) EAST OF THE CENTERLINE OF ARKANSAS HIGHWAY 351,
 DO2591'39.00 FT (11.9 M) SOUTHEAST OF THE NORTHWEST CORNER OF A CONCRETE
 DO2591'TELEPHONE PAD, 24 FT (7.3 M) EAST OF A FIRE HYDRANT AND 2.85 FT (0.9
 DO2591'M) SOUTH OF A FIBERGLASS WITNESS POST.
 DO2591'
 DO2591'NOTE-ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH (13 CM) LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO2618 ***********************************************************************
 DO2618  DESIGNATION -  J 332
 DO2618  PID         -  DO2618
 DO2618  STATE/COUNTY-  AR/CRAIGHEAD
 DO2618  COUNTRY     -  US
 DO2618  USGS QUAD   -  JONESBORO (2017)
 DO2618
 DO2618                         *CURRENT SURVEY CONTROL
 DO2618  ______________________________________________________________________
 DO2618* NAD 83(1986) POSITION- 35 49 16.94   (N) 090 40 42.25   (W)   HD_HELD1
 DO2618* NAVD 88 ORTHO HEIGHT -    83.734 (meters)      274.72  (feet) ADJUSTED
 DO2618  ______________________________________________________________________
 DO2618  GEOID HEIGHT    -        -27.818 (meters)                     GEOID18
 DO2618  DYNAMIC HEIGHT  -         83.663 (meters)      274.48  (feet) COMP
 DO2618  MODELED GRAVITY -    979,780.0   (mgal)                       NAVD 88
 DO2618
 DO2618  VERT ORDER      -  FIRST     CLASS II
 DO2618
 DO2618.The horizontal coordinates were determined by differentially corrected
 DO2618.hand held GPS observations or other comparable positioning techniques
 DO2618.and have an estimated accuracy of +/- 3 meters.
 DO2618
 DO2618.The orthometric height was determined by differential leveling and
 DO2618.adjusted by the NATIONAL GEODETIC SURVEY
 DO2618.in February 2013.
 DO2618
 DO2618.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2618.GEOID18 height accuracy estimate available here.
 DO2618
 DO2618.Click photographs - Photos may exist for this station.
 DO2618
 DO2618.The dynamic height is computed by dividing the NAVD 88
 DO2618.geopotential number by the normal gravity value computed on the
 DO2618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2618.degrees latitude (g = 980.6199 gals.).
 DO2618
 DO2618.The modeled gravity was interpolated from observed gravity values.
 DO2618
 DO2618;                    North         East    Units  Estimated Accuracy
 DO2618;SPC AR N     -   165,887.9     519,418.0     MT  (+/- 3 meters HH1 GPS) 
 DO2618
 DO2618_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV0972966623(NAD 83)
 DO2618
 DO2618                          SUPERSEDED SURVEY CONTROL
 DO2618
 DO2618.No superseded survey control is available for this station.
 DO2618
 DO2618_MARKER: F = FLANGE-ENCASED ROD
 DO2618_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DO2618_STAMPING: J 332 2011
 DO2618_MARK LOGO: NONE
 DO2618_PROJECTION: RECESSED 3 CENTIMETERS
 DO2618_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DO2618_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO2618_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2618+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2010
 DO2618_ROD/PIPE-DEPTH: 9.6 meters
 DO2618_SLEEVE-DEPTH  : 1 meters
 DO2618
 DO2618  HISTORY     - Date     Condition        Report By
 DO2618  HISTORY     - 20101204 MONUMENTED       ASSOEN
 DO2618
 DO2618                          STATION DESCRIPTION
 DO2618
 DO2618'DESCRIBED BY ASSOCIATED ENGINEERING 2010 (MPM)
 DO2618'THE MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) SOUTHWEST OF BROOKLAND, 7.3
 DO2618'MI (11.7 KM) EAST-SOUTHEAST OF HERMAN AND 2.0 MI (3.2 KM) SOUTHEAST OF
 DO2618'JONESBORO.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DO2618'
 DO2618'TO REACH FROM THE INTERSECTION OF SOUTHWEST DRIVE AND HIGHLAND DRIVE
 DO2618'GO EAST ON HIGHLAND DRIVE 1.50 MI (2.4 KM) TO THE MARK ON THE LEFT.
 DO2618'
 DO2618'IT IS 73.87 FT (22.5 M) SOUTHWEST OF THE SOUTHEAST CORNER OF SEARS
 DO2618'AUTO CENTER BUILDING, 52.97 FT (16.1 M) NORTH OF THE CENTERLINE OF
 DO2618'EAST HIGHLAND DRIVE, 41.96 FT (12.8 M) NORTHEAST OF A HIGHWAY 18
 DO2618'TRAFFIC SIGN AND 24.92 FT (7.6 M) NORTHWEST OF A FIBERGLASS WITNESS
 DO2618'POST.
 DO2618'
 DO2618'NOTE-ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH (13 CM) LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO7794 ***********************************************************************
 DO7794  DESIGNATION -  J 333
 DO7794  PID         -  DO7794
 DO7794  STATE/COUNTY-  AR/BOONE
 DO7794  COUNTRY     -  US
 DO7794  USGS QUAD   -  HARRISON (2017)
 DO7794
 DO7794                         *CURRENT SURVEY CONTROL
 DO7794  ______________________________________________________________________
 DO7794* NAD 83(1986) POSITION- 36 09 36.46   (N) 093 03 41.97   (W)   HD_HELD1
 DO7794* NAVD 88 ORTHO HEIGHT -   377.219 (meters)     1237.59  (feet) ADJUSTED
 DO7794  ______________________________________________________________________
 DO7794  GEOID HEIGHT    -        -28.254 (meters)                     GEOID18
 DO7794  DYNAMIC HEIGHT  -        376.879 (meters)     1236.48  (feet) COMP
 DO7794  MODELED GRAVITY -    979,718.5   (mgal)                       NAVD 88
 DO7794
 DO7794  VERT ORDER      -  SECOND    CLASS I
 DO7794
 DO7794.The horizontal coordinates were determined by differentially corrected
 DO7794.hand held GPS observations or other comparable positioning techniques
 DO7794.and have an estimated accuracy of +/- 3 meters.
 DO7794
 DO7794.The orthometric height was determined by differential leveling and
 DO7794.adjusted by the NATIONAL GEODETIC SURVEY
 DO7794.in February 2014.
 DO7794
 DO7794.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7794.GEOID18 height accuracy estimate available here.
 DO7794
 DO7794.Click photographs - Photos may exist for this station.
 DO7794
 DO7794.The dynamic height is computed by dividing the NAVD 88
 DO7794.geopotential number by the normal gravity value computed on the
 DO7794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7794.degrees latitude (g = 980.6199 gals.).
 DO7794
 DO7794.The modeled gravity was interpolated from observed gravity values.
 DO7794
 DO7794;                    North         East    Units  Estimated Accuracy
 DO7794;SPC AR N     -   203,188.0     304,474.0     MT  (+/- 3 meters HH1 GPS) 
 DO7794
 DO7794_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA9445401710(NAD 83)
 DO7794
 DO7794                          SUPERSEDED SURVEY CONTROL
 DO7794
 DO7794.No superseded survey control is available for this station.
 DO7794
 DO7794_MARKER: DB = BENCH MARK DISK
 DO7794_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DO7794_SP_SET: HEADWALL
 DO7794_STAMPING: J 333 2011
 DO7794_MARK LOGO: ARHD
 DO7794_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO7794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO7794+STABILITY: SURFACE MOTION
 DO7794_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7794+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2011
 DO7794
 DO7794  HISTORY     - Date     Condition        Report By
 DO7794  HISTORY     - 20111121 MONUMENTED       ARHD
 DO7794
 DO7794                          STATION DESCRIPTION
 DO7794
 DO7794'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (JDH)
 DO7794'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) NORTHWEST OF WESTERN
 DO7794'GROVE, 6.0 MI (9.7 KM) EAST OF GAITHER AND 5.4 MI (8.7 KM)
 DO7794'SOUTH-SOUTHEAST OF HARRISON.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DO7794'
 DO7794'TO REACH FROM THE INTERSECTION OF HIGHWAY 7 AND HIGHWAY 206, GO EAST
 DO7794'ON HIGHWAY 206 FOR 4.2 MI (6.8 KM) TO THE MARK ON THE RIGHT, IN
 DO7794'SOUTHEAST CORNER OF HEADWALL.
 DO7794'
 DO7794'IT IS 35.5 M (116.5 FT) NORTHEAST OF A POWER POLE, 6.4 M (21.0 FT)
 DO7794'NORTH OF A FENCE AND 5.9 M (19.4 FT) SOUTH OF THE CENTERLINE OF
 DO7794'HIGHWAY 206.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO7944 ***********************************************************************
 DO7944  DESIGNATION -  J 335
 DO7944  PID         -  DO7944
 DO7944  STATE/COUNTY-  AR/GREENE
 DO7944  COUNTRY     -  US
 DO7944  USGS QUAD   -  WALCOTT (2017)
 DO7944
 DO7944                         *CURRENT SURVEY CONTROL
 DO7944  ______________________________________________________________________
 DO7944* NAD 83(1986) POSITION- 36 04 09.     (N) 090 43 26.     (W)   SCALED
 DO7944* NAVD 88 ORTHO HEIGHT -    83.119 (meters)      272.70  (feet) ADJUSTED
 DO7944  ______________________________________________________________________
 DO7944  GEOID HEIGHT    -        -28.108 (meters)                     GEOID18
 DO7944  DYNAMIC HEIGHT  -         83.050 (meters)      272.47  (feet) COMP
 DO7944  MODELED GRAVITY -    979,804.4   (mgal)                       NAVD 88
 DO7944
 DO7944  VERT ORDER      -  FIRST     CLASS II
 DO7944
 DO7944.The horizontal coordinates were scaled from a map and have
 DO7944.an estimated accuracy of +/- 6 seconds.
 DO7944
 DO7944.The orthometric height was determined by differential leveling and
 DO7944.adjusted by the NATIONAL GEODETIC SURVEY
 DO7944.in March 2014.
 DO7944
 DO7944.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7944.GEOID18 height accuracy estimate available here.
 DO7944
 DO7944.Click photographs - Photos may exist for this station.
 DO7944
 DO7944.The dynamic height is computed by dividing the NAVD 88
 DO7944.geopotential number by the normal gravity value computed on the
 DO7944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7944.degrees latitude (g = 980.6199 gals.).
 DO7944
 DO7944.The modeled gravity was interpolated from observed gravity values.
 DO7944
 DO7944;                    North         East    Units  Estimated Accuracy
 DO7944;SPC AR N     -   193,330.      514,950.      MT  (+/- 180 meters Scaled)
 DO7944
 DO7944_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV049940(NAD 83)
 DO7944
 DO7944                          SUPERSEDED SURVEY CONTROL
 DO7944
 DO7944.No superseded survey control is available for this station.
 DO7944
 DO7944_MARKER: DB = BENCH MARK DISK
 DO7944_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DO7944_SP_SET: BRIDGE ABUTMENT
 DO7944_STAMPING: J 335 2012
 DO7944_MARK LOGO: ARHD
 DO7944_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO7944_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7944_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO7944+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2012
 DO7944
 DO7944  HISTORY     - Date     Condition        Report By
 DO7944  HISTORY     - 20121025 MONUMENTED       ASSOEN
 DO7944
 DO7944                          STATION DESCRIPTION
 DO7944
 DO7944'DESCRIBED BY ASSOCIATED ENGINEERING 2012 (MPM)
 DO7944'THE MARK IS LOCATED ABOUT 13.8 KM (8.6 MI) SOUTHEAST OF O'KEAN, 8.9 KM
 DO7944'(5.5 MI) NORTH OF LORADO AND 5.6 KM (3.5 MI) WEST-NORTHWEST OF
 DO7944'WALCOTT.
 DO7944'
 DO7944'TO REACH FROM THE INTERSECTION OF HIGHWAY 412 WEST AND HIGHWAY 168 IN
 DO7944'PARAGOULD, ARKANSAS, GO WEST ON HIGHWAY 412 FOR 4.25 MI (6.8 KM) O THE
 DO7944'MARK ON THE LEFT.
 DO7944'
 DO7944'IT IS 68.55 FT (20.9 M) EAST OF THE SOUTHWEST CORNER OF A BRIDGE,
 DO7944'36.35 FT (11.1 M) SOUTHEAST OF A LOG MILE SIGN, 36.3 FT (11.1 M)
 DO7944'SOUTH-SOUTHEAST OF THE NORTHEAST CORNER OF A BRIDGE AND 15.9 FT (4.8
 DO7944'M) SOUTH OF THE CENTERLINE OF HIGHWAY 412.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO8369 ***********************************************************************
 DO8369  DESIGNATION -  J 337
 DO8369  PID         -  DO8369
 DO8369  STATE/COUNTY-  AR/HEMPSTEAD
 DO8369  COUNTRY     -  US
 DO8369  USGS QUAD   -  SHEPPARD (2017)
 DO8369
 DO8369                         *CURRENT SURVEY CONTROL
 DO8369  ______________________________________________________________________
 DO8369* NAD 83(1986) POSITION- 33 38 35.21   (N) 093 40 37.03   (W)   HD_HELD1
 DO8369* NAVD 88 ORTHO HEIGHT -    88.229 (meters)      289.46  (feet) ADJUSTED
 DO8369  ______________________________________________________________________
 DO8369  GEOID HEIGHT    -        -27.007 (meters)                     GEOID18
 DO8369  DYNAMIC HEIGHT  -         88.136 (meters)      289.16  (feet) COMP
 DO8369  MODELED GRAVITY -    979,582.7   (mgal)                       NAVD 88
 DO8369
 DO8369  VERT ORDER      -  SECOND    CLASS I
 DO8369
 DO8369.The horizontal coordinates were determined by differentially corrected
 DO8369.hand held GPS observations or other comparable positioning techniques
 DO8369.and have an estimated accuracy of +/- 3 meters.
 DO8369
 DO8369.The orthometric height was determined by differential leveling and
 DO8369.adjusted by the NATIONAL GEODETIC SURVEY
 DO8369.in February 2014.
 DO8369
 DO8369.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8369.GEOID18 height accuracy estimate available here.
 DO8369
 DO8369.Click photographs - Photos may exist for this station.
 DO8369
 DO8369.The dynamic height is computed by dividing the NAVD 88
 DO8369.geopotential number by the normal gravity value computed on the
 DO8369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8369.degrees latitude (g = 980.6199 gals.).
 DO8369
 DO8369.The modeled gravity was interpolated from observed gravity values.
 DO8369
 DO8369;                    North         East    Units  Estimated Accuracy
 DO8369;SPC AR S     -   509,574.3     244,446.2     MT  (+/- 3 meters HH1 GPS) 
 DO8369
 DO8369_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT3722422791(NAD 83)
 DO8369
 DO8369                          SUPERSEDED SURVEY CONTROL
 DO8369
 DO8369.No superseded survey control is available for this station.
 DO8369
 DO8369_MARKER: DB = BENCH MARK DISK
 DO8369_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DO8369_STAMPING: J 337 2013
 DO8369_MARK LOGO: ARHD
 DO8369_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO8369_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO8369_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO8369+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2016
 DO8369
 DO8369  HISTORY     - Date     Condition        Report By
 DO8369  HISTORY     - 20130326 MONUMENTED       ARHD
 DO8369  HISTORY     - 20160315 GOOD             ARHD
 DO8369
 DO8369                          STATION DESCRIPTION
 DO8369
 DO8369'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (JDH)
 DO8369'THE STATION IS LOCATED ABOUT 8.4 KM (5.2 MI) WEST-SOUTHWEST OF HOPE,
 DO8369'6.7 KM (4.2 MI) NORTH-NORTHWEST OF SPRING HILL AND 4.6 KM (2.9 MI)
 DO8369'EAST-NORTHEAST OF SHEPPARD.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DO8369'
 DO8369'TO REACH FROM THE INTERSECTION OF TO REACH FROM THE INTERSECTION OF
 DO8369'HIGHWAY 355 AND HIGHWAY 67, GO NORTH ALONG HIGHWAY 67 FOR 8.2 MI (13.2
 DO8369'KM) TO THE STATION ON THE RIGHT, IN THE NORTHWEST CORNER OF A CONCRETE
 DO8369'OLD WEIGH STATION.
 DO8369'
 DO8369'IT IS 35.4 M (116.1 FT) NORTHWEST OF A POWER POLE, 29.7 M (97.4 FT)
 DO8369'NORTHEAST OF A POWER POLE AND 16 M (52.5 FT) SOUTH OF THE CENTERLINE
 DO8369'OF HIGHWAY 67.
 DO8369
 DO8369                          STATION RECOVERY (2016)
 DO8369
 DO8369'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 DO8369'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DP5061 ***********************************************************************
 DP5061  DESIGNATION -  J 338
 DP5061  PID         -  DP5061
 DP5061  STATE/COUNTY-  AR/PULASKI
 DP5061  COUNTRY     -  US
 DP5061  USGS QUAD   -  ALEXANDER (2017)
 DP5061
 DP5061                         *CURRENT SURVEY CONTROL
 DP5061  ______________________________________________________________________
 DP5061* NAD 83(1986) POSITION- 34 39 51.5    (N) 092 24 14.5    (W)   HD_HELD2
 DP5061* NAVD 88 ORTHO HEIGHT -   109.802 (meters)      360.24  (feet) ADJUSTED
 DP5061  ______________________________________________________________________
 DP5061  GEOID HEIGHT    -        -26.480 (meters)                     GEOID18
 DP5061  DYNAMIC HEIGHT  -        109.701 (meters)      359.91  (feet) COMP
 DP5061  MODELED GRAVITY -    979,710.2   (mgal)                       NAVD 88
 DP5061
 DP5061  VERT ORDER      -  SECOND    CLASS I
 DP5061
 DP5061.The horizontal coordinates were established by autonomous hand held GPS
 DP5061.observations and have an estimated accuracy of +/- 10 meters.
 DP5061
 DP5061.The orthometric height was determined by differential leveling and
 DP5061.adjusted by the NATIONAL GEODETIC SURVEY
 DP5061.in December 2014.
 DP5061
 DP5061.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5061.GEOID18 height accuracy estimate available here.
 DP5061
 DP5061.Click photographs - Photos may exist for this station.
 DP5061
 DP5061.The dynamic height is computed by dividing the NAVD 88
 DP5061.geopotential number by the normal gravity value computed on the
 DP5061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5061.degrees latitude (g = 980.6199 gals.).
 DP5061
 DP5061.The modeled gravity was interpolated from observed gravity values.
 DP5061
 DP5061;                    North         East    Units  Estimated Accuracy
 DP5061;SPC AR S     -   621,642.      362,968.      MT  (+/- 10 meters HH2 GPS)
 DP5061
 DP5061_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5460435978(NAD 83)
 DP5061
 DP5061                          SUPERSEDED SURVEY CONTROL
 DP5061
 DP5061.No superseded survey control is available for this station.
 DP5061
 DP5061_MARKER: DB = BENCH MARK DISK
 DP5061_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP5061_SP_SET: BRIDGE ABUTMENT
 DP5061_STAMPING: J 338 2013
 DP5061_MARK LOGO: ARHD
 DP5061_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5061_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP5061_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP5061+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2013
 DP5061
 DP5061  HISTORY     - Date     Condition        Report By
 DP5061  HISTORY     - 20130910 MONUMENTED       ARHD
 DP5061
 DP5061                          STATION DESCRIPTION
 DP5061
 DP5061'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (JDH)
 DP5061'THE STATION IS LOCATED ABOUT 8.6 MI (13.8 KM) SOUTHWEST OF LITTLE
 DP5061'ROCK, 6.8 MI (10.9 KM) NORTHEAST OF BRYANT AND 3.2 MI (5.1 KM)
 DP5061'NORTHEAST OF ALEXANDER.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DP5061'
 DP5061'TO REACH FROM THE INTERSECTION OF BASELINE ROAD AND NORTH FRONTAGE
 DP5061'ROAD PARALLELING I-30, GO WEST ON NORTH FRONTAGE ROAD FOR 1.35 MI (2.2
 DP5061'KM) TO THE STATION ON THE LEFT IN THE SOUTHWEST CORNER OF THE BRIDGE
 DP5061'ABUTMENT OVER I-430.
 DP5061'
 DP5061'IT IS 24 FT (7.3 M) SOUTH OF THE CENTER OF NORTH FRONTAGE ROAD AND 1
 DP5061'FT (0.3 M) NORTHWEST OF A CHAIN LINK FENCE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GG0105 ***********************************************************************
 GG0105  DESIGNATION -  J 34
 GG0105  PID         -  GG0105
 GG0105  STATE/COUNTY-  AR/BENTON
 GG0105  COUNTRY     -  US
 GG0105  USGS QUAD   -  CENTERTON (2017)
 GG0105
 GG0105                         *CURRENT SURVEY CONTROL
 GG0105  ______________________________________________________________________
 GG0105* NAD 83(1986) POSITION- 36 21 29.     (N) 094 17 06.     (W)   SCALED
 GG0105* NAVD 88 ORTHO HEIGHT -   384.134 (meters)     1260.28  (feet) ADJUSTED
 GG0105  ______________________________________________________________________
 GG0105  GEOID HEIGHT    -        -28.129 (meters)                     GEOID18
 GG0105  DYNAMIC HEIGHT  -        383.799 (meters)     1259.18  (feet) COMP
 GG0105  MODELED GRAVITY -    979,750.5   (mgal)                       NAVD 88
 GG0105
 GG0105  VERT ORDER      -  SECOND    CLASS 0
 GG0105
 GG0105.The horizontal coordinates were scaled from a map and have
 GG0105.an estimated accuracy of +/- 6 seconds.
 GG0105
 GG0105.The orthometric height was determined by differential leveling and
 GG0105.adjusted by the NATIONAL GEODETIC SURVEY
 GG0105.in June 1991.
 GG0105
 GG0105.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0105.GEOID18 height accuracy estimate available here.
 GG0105
 GG0105.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA847244(NAD 83)
 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
 GG0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0105.See file dsdata.pdf to determine how the superseded data were derived.
 GG0105
 GG0105_MARKER: DB = BENCH MARK DISK
 GG0105_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GG0105_SP_SET: BRIDGE
 GG0105_STAMPING: J 34 1934
 GG0105_MARK LOGO: CGS
 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   CGS
 GG0105
 GG0105                          STATION DESCRIPTION
 GG0105
 GG0105'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DP5085 ***********************************************************************
 DP5085  DESIGNATION -  J 340
 DP5085  PID         -  DP5085
 DP5085  STATE/COUNTY-  AR/SALINE
 DP5085  COUNTRY     -  US
 DP5085  USGS QUAD   -  HASKELL (2017)
 DP5085
 DP5085                         *CURRENT SURVEY CONTROL
 DP5085  ______________________________________________________________________
 DP5085* NAD 83(1986) POSITION- 34 32 09.9    (N) 092 43 38.1    (W)   HD_HELD2
 DP5085* NAVD 88 ORTHO HEIGHT -   105.297 (meters)      345.46  (feet) ADJUSTED
 DP5085  ______________________________________________________________________
 DP5085  GEOID HEIGHT    -        -26.562 (meters)                     GEOID18
 DP5085  DYNAMIC HEIGHT  -        105.197 (meters)      345.13  (feet) COMP
 DP5085  MODELED GRAVITY -    979,686.3   (mgal)                       NAVD 88
 DP5085
 DP5085  VERT ORDER      -  SECOND    CLASS I
 DP5085
 DP5085.The horizontal coordinates were established by autonomous hand held GPS
 DP5085.observations and have an estimated accuracy of +/- 10 meters.
 DP5085
 DP5085.The orthometric height was determined by differential leveling and
 DP5085.adjusted by the NATIONAL GEODETIC SURVEY
 DP5085.in December 2014.
 DP5085
 DP5085.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5085.GEOID18 height accuracy estimate available here.
 DP5085
 DP5085.Click photographs - Photos may exist for this station.
 DP5085
 DP5085.The dynamic height is computed by dividing the NAVD 88
 DP5085.geopotential number by the normal gravity value computed on the
 DP5085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5085.degrees latitude (g = 980.6199 gals.).
 DP5085
 DP5085.The modeled gravity was interpolated from observed gravity values.
 DP5085
 DP5085;                    North         East    Units  Estimated Accuracy
 DP5085;SPC AR S     -   607,582.      333,242.      MT  (+/- 10 meters HH2 GPS)
 DP5085
 DP5085_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU2502821632(NAD 83)
 DP5085
 DP5085                          SUPERSEDED SURVEY CONTROL
 DP5085
 DP5085.No superseded survey control is available for this station.
 DP5085
 DP5085_MARKER: DB = BENCH MARK DISK
 DP5085_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DP5085_SP_SET: HEADWALL
 DP5085_STAMPING: J 340 2014
 DP5085_MARK LOGO: ARHD
 DP5085_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP5085+STABILITY: SURFACE MOTION
 DP5085_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP5085+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2014
 DP5085
 DP5085  HISTORY     - Date     Condition        Report By
 DP5085  HISTORY     - 20140618 MONUMENTED       ARHD
 DP5085
 DP5085                          STATION DESCRIPTION
 DP5085
 DP5085'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (JDH)
 DP5085'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) NORTHWEST OF TRASKWOOD,
 DP5085'5.7 MI (9.2 KM) WEST-NORTHWEST OF HASKELL AND 4.6 MI (7.4 KM) EAST OF
 DP5085'LONSDALE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DP5085'
 DP5085'TO REACH FROM THE INTERSECTION OF I-30 AND HIGHWAY 70, GO WEST ON
 DP5085'HIGHWAY 70 FOR 3.1 MI (5.0 KM) TO THE STATION ON THE RIGHT IN THE EAST
 DP5085'SIDE OF THE SOUTH HEADWALL.
 DP5085'
 DP5085'IT IS 78 FT (23.8 M) NORTH OF A BOX CULVERT ON HIGHWAY 70 AND 36 FT
 DP5085'(11.0 M) EAST OF THE EAST END OF A METAL GATE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DP6901 ***********************************************************************
 DP6901  DESIGNATION -  J 341
 DP6901  PID         -  DP6901
 DP6901  STATE/COUNTY-  AR/WHITE
 DP6901  COUNTRY     -  US
 DP6901  USGS QUAD   -  VELVET RIDGE (2017)
 DP6901
 DP6901                         *CURRENT SURVEY CONTROL
 DP6901  ______________________________________________________________________
 DP6901* NAD 83(1986) POSITION- 35 22 57.5    (N) 091 33 33.7    (W)   HD_HELD2
 DP6901* NAVD 88 ORTHO HEIGHT -   188.864 (meters)      619.63  (feet) ADJUSTED
 DP6901  ______________________________________________________________________
 DP6901  GEOID HEIGHT    -        -27.254 (meters)                     GEOID18
 DP6901  DYNAMIC HEIGHT  -        188.695 (meters)      619.08  (feet) COMP
 DP6901  MODELED GRAVITY -    979,731.4   (mgal)                       NAVD 88
 DP6901
 DP6901  VERT ORDER      -  SECOND    CLASS I
 DP6901
 DP6901.The horizontal coordinates were established by autonomous hand held GPS
 DP6901.observations and have an estimated accuracy of +/- 10 meters.
 DP6901
 DP6901.The orthometric height was determined by differential leveling and
 DP6901.adjusted by the NATIONAL GEODETIC SURVEY
 DP6901.in October 2015.
 DP6901
 DP6901.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6901.GEOID18 height accuracy estimate available here.
 DP6901
 DP6901.Click photographs - Photos may exist for this station.
 DP6901
 DP6901.The dynamic height is computed by dividing the NAVD 88
 DP6901.geopotential number by the normal gravity value computed on the
 DP6901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6901.degrees latitude (g = 980.6199 gals.).
 DP6901
 DP6901.The modeled gravity was interpolated from observed gravity values.
 DP6901
 DP6901;                    North         East    Units  Estimated Accuracy
 DP6901;SPC AR N     -   116,501.      440,035.      MT  (+/- 10 meters HH2 GPS)
 DP6901
 DP6901_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV3085016430(NAD 83)
 DP6901
 DP6901                          SUPERSEDED SURVEY CONTROL
 DP6901
 DP6901.No superseded survey control is available for this station.
 DP6901
 DP6901_MARKER: DB = BENCH MARK DISK
 DP6901_SETTING: 66 = SET IN ROCK OUTCROP
 DP6901_STAMPING: J 341 2014
 DP6901_MARK LOGO: ARHD
 DP6901_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DP6901_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DP6901+STABILITY: POSITION/ELEVATION WELL
 DP6901
 DP6901  HISTORY     - Date     Condition        Report By
 DP6901  HISTORY     - 20140910 MONUMENTED       ARHD
 DP6901
 DP6901                          STATION DESCRIPTION
 DP6901
 DP6901'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (JDH)
 DP6901'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) WEST-SOUTHWEST OF
 DP6901'BRADFORD, 5.0 MI (8.0 KM) NORTH OF BALD KNOB AND 2.3 MI (3.7 KM)
 DP6901'SOUTH-SOUTHEAST OF VELVET RIDGE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DP6901'
 DP6901'TO REACH FROM THE INTERSECTION OF US I-67 AND US HIGHWAY 167, GO NORTH
 DP6901'ON HIGHWAY 167 FOR 4.5 MI (7.2 KM) TO THE STATION ON THE RIGHT.    IT
 DP6901'IS 68 FT (20.7 M) SOUTHWEST OF THE SOUTHWEST CORNER OF A METAL CHURCH
 DP6901'BUILDING, 60 FT (18.3 M) EAST OF HIGHWAY 167 CENTERLINE AND 15 FT (4.6
 DP6901'M) WEST OF A WITNESS POST AND A FENCE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ4464 ***********************************************************************
 DQ4464  DESIGNATION -  J 343
 DQ4464  PID         -  DQ4464
 DQ4464  STATE/COUNTY-  AR/JEFFERSON
 DQ4464  COUNTRY     -  US
 DQ4464  USGS QUAD   -  LADD (2017)
 DQ4464
 DQ4464                         *CURRENT SURVEY CONTROL
 DQ4464  ______________________________________________________________________
 DQ4464* NAD 83(1986) POSITION- 34 13 34.5    (N) 091 56 03.2    (W)   HD_HELD2
 DQ4464* NAVD 88 ORTHO HEIGHT -    71.633 (meters)      235.02  (feet) ADJUSTED
 DQ4464  ______________________________________________________________________
 DQ4464  GEOID HEIGHT    -        -25.998 (meters)                     GEOID18
 DQ4464  DYNAMIC HEIGHT  -         71.564 (meters)      234.79  (feet) COMP
 DQ4464  MODELED GRAVITY -    979,665.3   (mgal)                       NAVD 88
 DQ4464
 DQ4464  VERT ORDER      -  FIRST     CLASS II
 DQ4464
 DQ4464.The horizontal coordinates were established by autonomous hand held GPS
 DQ4464.observations and have an estimated accuracy of +/- 10 meters.
 DQ4464
 DQ4464.The orthometric height was determined by differential leveling and
 DQ4464.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4464.in February 2017.
 DQ4464
 DQ4464.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4464.GEOID18 height accuracy estimate available here.
 DQ4464
 DQ4464.Click photographs - Photos may exist for this station.
 DQ4464
 DQ4464.The dynamic height is computed by dividing the NAVD 88
 DQ4464.geopotential number by the normal gravity value computed on the
 DQ4464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4464.degrees latitude (g = 980.6199 gals.).
 DQ4464
 DQ4464.The modeled gravity was interpolated from observed gravity values.
 DQ4464
 DQ4464;                    North         East    Units  Estimated Accuracy
 DQ4464;SPC AR S     -   572,979.      406,060.      MT  (+/- 10 meters HH2 GPS)
 DQ4464
 DQ4464_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT9816287756(NAD 83)
 DQ4464
 DQ4464                          SUPERSEDED SURVEY CONTROL
 DQ4464
 DQ4464.No superseded survey control is available for this station.
 DQ4464
 DQ4464_MARKER: DB = BENCH MARK DISK
 DQ4464_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DQ4464_SP_SET: BRIDGE ABUTMENT
 DQ4464_STAMPING: J 343 2015
 DQ4464_MARK LOGO: ARHD
 DQ4464_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ4464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4464_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ4464+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2015
 DQ4464
 DQ4464  HISTORY     - Date     Condition        Report By
 DQ4464  HISTORY     - 20150623 MONUMENTED       ARHD
 DQ4464
 DQ4464                          STATION DESCRIPTION
 DQ4464
 DQ4464'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 DQ4464'THE STATION IS LOCATED ABOUT 6.1 MI (9.8 KM) NORTH-NORTHWEST OF LADD,
 DQ4464'4.3 MI (6.9 KM) SOUTH-SOUTHWEST OF ROB ROY AND 3.9 MI (6.3 KM) EAST OF
 DQ4464'PINE BLUFF.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ4464'
 DQ4464'TO REACH FROM THE INTERSECTION OF US HIGHWAY 79/63 AND US HIGHWAY 65
 DQ4464'B, GO NORTH ON HIGHWAY 79/63 FOR 2.5 MI (4.0 KM) TO THE STATION ON THE
 DQ4464'RIGHT, IN THE NORTHEAST CORNER OF THE BRIDGE ABUTMENT.
 DQ4464'
 DQ4464'IT IS 20 FT (6.1 M) EAST OF HIGHWAY 79 CENTERLINE AND 1 FT (0.3 M)
 DQ4464'SOUTH OF A GUARD RAIL.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ3509 ***********************************************************************
 DQ3509  DESIGNATION -  J 344
 DQ3509  PID         -  DQ3509
 DQ3509  STATE/COUNTY-  AR/VAN BUREN
 DQ3509  COUNTRY     -  US
 DQ3509  USGS QUAD   -  CLINTON (2017)
 DQ3509
 DQ3509                         *CURRENT SURVEY CONTROL
 DQ3509  ______________________________________________________________________
 DQ3509* NAD 83(1986) POSITION- 35 31 54.7    (N) 092 26 34.0    (W)   HD_HELD2
 DQ3509* NAVD 88 ORTHO HEIGHT -   165.775 (meters)      543.88  (feet) ADJUSTED
 DQ3509  ______________________________________________________________________
 DQ3509  GEOID HEIGHT    -        -27.960 (meters)                     GEOID18
 DQ3509  DYNAMIC HEIGHT  -        165.623 (meters)      543.38  (feet) COMP
 DQ3509  MODELED GRAVITY -    979,712.9   (mgal)                       NAVD 88
 DQ3509
 DQ3509  VERT ORDER      -  SECOND    CLASS I
 DQ3509
 DQ3509.The horizontal coordinates were established by autonomous hand held GPS
 DQ3509.observations and have an estimated accuracy of +/- 10 meters.
 DQ3509
 DQ3509.The orthometric height was determined by differential leveling and
 DQ3509.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3509.in January 2017.
 DQ3509
 DQ3509.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3509.GEOID18 height accuracy estimate available here.
 DQ3509
 DQ3509.Click photographs - Photos may exist for this station.
 DQ3509
 DQ3509.The dynamic height is computed by dividing the NAVD 88
 DQ3509.geopotential number by the normal gravity value computed on the
 DQ3509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3509.degrees latitude (g = 980.6199 gals.).
 DQ3509
 DQ3509.The modeled gravity was interpolated from observed gravity values.
 DQ3509
 DQ3509;                    North         East    Units  Estimated Accuracy
 DQ3509;SPC AR N     -   133,057.      359,846.      MT  (+/- 10 meters HH2 GPS)
 DQ3509
 DQ3509_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV5051632169(NAD 83)
 DQ3509
 DQ3509                          SUPERSEDED SURVEY CONTROL
 DQ3509
 DQ3509.No superseded survey control is available for this station.
 DQ3509
 DQ3509_MARKER: DB = BENCH MARK DISK
 DQ3509_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DQ3509_SP_SET: BRIDGE PARAPET WALL
 DQ3509_STAMPING: J 344 2015
 DQ3509_MARK LOGO: ARHD
 DQ3509_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3509_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ3509_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ3509+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2015
 DQ3509
 DQ3509  HISTORY     - Date     Condition        Report By
 DQ3509  HISTORY     - 20150909 MONUMENTED       ARHD
 DQ3509
 DQ3509                          STATION DESCRIPTION
 DQ3509
 DQ3509'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 DQ3509'THE STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) NORTH-NORTHWEST OF BEE
 DQ3509'BRANCH, 6.1 MI (9.8 KM) NORTHEAST OF FORMOSA AND 4.2 MI (6.8 KM)
 DQ3509'SOUTH-SOUTHEAST OF CLINTON.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ3509'
 DQ3509'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 9,
 DQ3509'GO NORTH ON HIGHWAY 65 FOR 0.3 MI (0.5 KM) TO THE STATION ON THE
 DQ3509'RIGHT, IN THE SOUTHEAST CORNER OF THE BIG BRANCH BRIDGE PARAPET WALL.
 DQ3509'
 DQ3509'IT IS 30 FT (9.1 M) EAST OF HIGHWAY 65 CENTERLINE AND 9 FT (2.7 M)
 DQ3509'NORTH OF A GUARD RAIL.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ3598 ***********************************************************************
 DQ3598  DESIGNATION -  J 345
 DQ3598  PID         -  DQ3598
 DQ3598  STATE/COUNTY-  AR/VAN BUREN
 DQ3598  COUNTRY     -  US
 DQ3598  USGS QUAD   -  LESLIE (2017)
 DQ3598
 DQ3598                         *CURRENT SURVEY CONTROL
 DQ3598  ______________________________________________________________________
 DQ3598* NAD 83(1986) POSITION- 35 45 13.0    (N) 092 33 03.9    (W)   HD_HELD2
 DQ3598* NAVD 88 ORTHO HEIGHT -   438.043 (meters)     1437.15  (feet) ADJUSTED
 DQ3598  ______________________________________________________________________
 DQ3598  GEOID HEIGHT    -        -27.894 (meters)                     GEOID18
 DQ3598  DYNAMIC HEIGHT  -        437.633 (meters)     1435.80  (feet) COMP
 DQ3598  MODELED GRAVITY -    979,684.3   (mgal)                       NAVD 88
 DQ3598
 DQ3598  VERT ORDER      -  SECOND    CLASS I
 DQ3598
 DQ3598.The horizontal coordinates were established by autonomous hand held GPS
 DQ3598.observations and have an estimated accuracy of +/- 10 meters.
 DQ3598
 DQ3598.The orthometric height was determined by differential leveling and
 DQ3598.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3598.in January 2017.
 DQ3598
 DQ3598.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3598.GEOID18 height accuracy estimate available here.
 DQ3598
 DQ3598.Click photographs - Photos may exist for this station.
 DQ3598
 DQ3598.The dynamic height is computed by dividing the NAVD 88
 DQ3598.geopotential number by the normal gravity value computed on the
 DQ3598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3598.degrees latitude (g = 980.6199 gals.).
 DQ3598
 DQ3598.The modeled gravity was interpolated from observed gravity values.
 DQ3598
 DQ3598;                    North         East    Units  Estimated Accuracy
 DQ3598;SPC AR N     -   157,708.      350,161.      MT  (+/- 10 meters HH2 GPS)
 DQ3598
 DQ3598_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV4058556713(NAD 83)
 DQ3598
 DQ3598                          SUPERSEDED SURVEY CONTROL
 DQ3598
 DQ3598.No superseded survey control is available for this station.
 DQ3598
 DQ3598_MARKER: DB = BENCH MARK DISK
 DQ3598_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ3598_SP_SET: HEADWALL
 DQ3598_STAMPING: J 345 2015
 DQ3598_MARK LOGO: ARHD
 DQ3598_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3598+STABILITY: SURFACE MOTION
 DQ3598_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3598+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2015
 DQ3598
 DQ3598  HISTORY     - Date     Condition        Report By
 DQ3598  HISTORY     - 20151106 MONUMENTED       ARHD
 DQ3598
 DQ3598                          STATION DESCRIPTION
 DQ3598
 DQ3598'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 DQ3598'THE STATION IS LOCATED ABOUT 8.1 MI (13.0 KM) SOUTHWEST OF OXLEY, 5.3
 DQ3598'MI (8.5 KM) SOUTH OF LESLIE AND 4.2 MI (6.8 KM) NORTH-NORTHWEST OF
 DQ3598'BOTKINBURG.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ3598'
 DQ3598'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 254,
 DQ3598'GO WEST ON HIGHWAY 254 FOR 1.7 MI (2.7 KM) TO THE STATION ON THE
 DQ3598'RIGHT, IN THE CENTER OF THE NORTH HEADWALL.
 DQ3598'
 DQ3598'IT IS 83 FT (25.3 M) EAST OF A GRAVEL DRIVE, 65 FT (19.8 M) EAST OF A
 DQ3598'24 INCH (61 CM) METAL PIPE AND 21 FT (6.4 M) NORTH OF HIGHWAY 254
 DQ3598'CENTERLINE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ3568 ***********************************************************************
 DQ3568  DESIGNATION -  J 346
 DQ3568  PID         -  DQ3568
 DQ3568  STATE/COUNTY-  AR/SEARCY
 DQ3568  COUNTRY     -  US
 DQ3568  USGS QUAD   -  MARSHALL (2017)
 DQ3568
 DQ3568                         *CURRENT SURVEY CONTROL
 DQ3568  ______________________________________________________________________
 DQ3568* NAD 83(1986) POSITION- 35 53 43.9    (N) 092 38 29.0    (W)   HD_HELD2
 DQ3568* NAVD 88 ORTHO HEIGHT -   297.168 (meters)      974.96  (feet) ADJUSTED
 DQ3568  ______________________________________________________________________
 DQ3568  GEOID HEIGHT    -        -28.091 (meters)                     GEOID18
 DQ3568  DYNAMIC HEIGHT  -        296.895 (meters)      974.06  (feet) COMP
 DQ3568  MODELED GRAVITY -    979,704.6   (mgal)                       NAVD 88
 DQ3568
 DQ3568  VERT ORDER      -  SECOND    CLASS I
 DQ3568
 DQ3568.The horizontal coordinates were established by autonomous hand held GPS
 DQ3568.observations and have an estimated accuracy of +/- 10 meters.
 DQ3568
 DQ3568.The orthometric height was determined by differential leveling and
 DQ3568.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3568.in January 2017.
 DQ3568
 DQ3568.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3568.GEOID18 height accuracy estimate available here.
 DQ3568
 DQ3568.Click photographs - Photos may exist for this station.
 DQ3568
 DQ3568.The dynamic height is computed by dividing the NAVD 88
 DQ3568.geopotential number by the normal gravity value computed on the
 DQ3568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3568.degrees latitude (g = 980.6199 gals.).
 DQ3568
 DQ3568.The modeled gravity was interpolated from observed gravity values.
 DQ3568
 DQ3568;                    North         East    Units  Estimated Accuracy
 DQ3568;SPC AR N     -   173,503.      342,097.      MT  (+/- 10 meters HH2 GPS)
 DQ3568
 DQ3568_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV3236372420(NAD 83)
 DQ3568
 DQ3568                          SUPERSEDED SURVEY CONTROL
 DQ3568
 DQ3568.No superseded survey control is available for this station.
 DQ3568
 DQ3568_MARKER: DB = BENCH MARK DISK
 DQ3568_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DQ3568_SP_SET: GAS PUMP ISLAND
 DQ3568_STAMPING: J 346 2016
 DQ3568_MARK LOGO: ARHD
 DQ3568_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3568_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ3568_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3568+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2025
 DQ3568
 DQ3568  HISTORY     - Date     Condition        Report By
 DQ3568  HISTORY     - 20160126 MONUMENTED       ARHD
 DQ3568  HISTORY     - 20250714 GOOD             ARHD
 DQ3568
 DQ3568                          STATION DESCRIPTION
 DQ3568
 DQ3568'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 DQ3568'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) NORTHWEST OF LESLIE, 4.0
 DQ3568'MI (6.4 KM) EAST-NORTHEAST OF CANAAN AND 1.1 MI (1.8 KM)
 DQ3568'SOUTH-SOUTHWEST OF MARSHALL.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ3568'
 DQ3568'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 27,
 DQ3568'GO SOUTH ON HIGHWAY 27 FOR 1.5 MI (2.4 KM) TO THE ARKANSAS HIGHWAY
 DQ3568'MAINTENANCE SHOP AND GO SOUTH TO THE GAS PUMPS TO THE STATION ON THE
 DQ3568'LEFT, IN THE WEST END OF THE FUEL PUMP ISLAND.
 DQ3568'
 DQ3568'IT IS 31 FT (9.4 M) SOUTH OF THE SOUTHWEST CORNER OF THE HIGHWAY
 DQ3568'MAINTENANCE SHOPS, 17 FT (5.2 M) WEST OF A LIGHT POLE AND 7 FT (2.1 M)
 DQ3568'WEST OF THE UNLEADED FUEL PUMP.
 DQ3568
 DQ3568                          STATION RECOVERY (2025)
 DQ3568
 DQ3568'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2025 (JH)
 DQ3568'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ3600 ***********************************************************************
 DQ3600  DESIGNATION -  J 347
 DQ3600  PID         -  DQ3600
 DQ3600  STATE/COUNTY-  AR/SEARCY
 DQ3600  COUNTRY     -  US
 DQ3600  USGS QUAD   -  SNOWBALL (2017)
 DQ3600
 DQ3600                         *CURRENT SURVEY CONTROL
 DQ3600  ______________________________________________________________________
 DQ3600* NAD 83(1986) POSITION- 35 59 25.6    (N) 092 45 14.6    (W)   HD_HELD2
 DQ3600* NAVD 88 ORTHO HEIGHT -   195.682 (meters)      642.00  (feet) ADJUSTED
 DQ3600  ______________________________________________________________________
 DQ3600  GEOID HEIGHT    -        -28.318 (meters)                     GEOID18
 DQ3600  DYNAMIC HEIGHT  -        195.506 (meters)      641.42  (feet) COMP
 DQ3600  MODELED GRAVITY -    979,729.1   (mgal)                       NAVD 88
 DQ3600
 DQ3600  VERT ORDER      -  SECOND    CLASS I
 DQ3600
 DQ3600.The horizontal coordinates were established by autonomous hand held GPS
 DQ3600.observations and have an estimated accuracy of +/- 10 meters.
 DQ3600
 DQ3600.The orthometric height was determined by differential leveling and
 DQ3600.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3600.in January 2017.
 DQ3600
 DQ3600.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3600.GEOID18 height accuracy estimate available here.
 DQ3600
 DQ3600.Click photographs - Photos may exist for this station.
 DQ3600
 DQ3600.The dynamic height is computed by dividing the NAVD 88
 DQ3600.geopotential number by the normal gravity value computed on the
 DQ3600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3600.degrees latitude (g = 980.6199 gals.).
 DQ3600
 DQ3600.The modeled gravity was interpolated from observed gravity values.
 DQ3600
 DQ3600;                    North         East    Units  Estimated Accuracy
 DQ3600;SPC AR N     -   184,106.      332,007.      MT  (+/- 10 meters HH2 GPS)
 DQ3600
 DQ3600_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV2216982916(NAD 83)
 DQ3600
 DQ3600                          SUPERSEDED SURVEY CONTROL
 DQ3600
 DQ3600.No superseded survey control is available for this station.
 DQ3600
 DQ3600_MARKER: DB = BENCH MARK DISK
 DQ3600_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ3600_SP_SET: BOX CULVERT HEADWALL
 DQ3600_STAMPING: J 347 2016
 DQ3600_MARK LOGO: ARHD
 DQ3600_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3600+STABILITY: SURFACE MOTION
 DQ3600_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ3600+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2016
 DQ3600
 DQ3600  HISTORY     - Date     Condition        Report By
 DQ3600  HISTORY     - 20160304 MONUMENTED       ARHD
 DQ3600
 DQ3600                          STATION DESCRIPTION
 DQ3600
 DQ3600'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 DQ3600'THE STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) SOUTHWEST OF MAUMEE, 6.9
 DQ3600'MI (11.1 KM) NORTH-NORTHEAST OF SNOWBALL AND 3.9 MI (6.3 KM) SOUTHEAST
 DQ3600'OF SAINT JOE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ3600'
 DQ3600'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 333,
 DQ3600'GO SOUTH ON HIGHWAY 65 FOR 0.75 MI (1.21 KM) TO THE STATION ON THE
 DQ3600'RIGHT, IN THE SOUTHWEST CORNER OF A DOUBLE BOX CULVERT.
 DQ3600'
 DQ3600'IT IS 123 FT (37.5 M) EAST OF A POWER POLE AND 97 FT (29.6 M) WEST OF
 DQ3600'HIGHWAY 65 CENTERLINE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ3625 ***********************************************************************
 DQ3625  DESIGNATION -  J 348
 DQ3625  PID         -  DQ3625
 DQ3625  STATE/COUNTY-  AR/SEARCY
 DQ3625  COUNTRY     -  US
 DQ3625  USGS QUAD   -  WESTERN GROVE (2017)
 DQ3625
 DQ3625                         *CURRENT SURVEY CONTROL
 DQ3625  ______________________________________________________________________
 DQ3625* NAD 83(1986) POSITION- 36 03 21.6    (N) 092 55 54.9    (W)   HD_HELD2
 DQ3625* NAVD 88 ORTHO HEIGHT -   405.046 (meters)     1328.89  (feet) ADJUSTED
 DQ3625  ______________________________________________________________________
 DQ3625  GEOID HEIGHT    -        -28.327 (meters)                     GEOID18
 DQ3625  DYNAMIC HEIGHT  -        404.680 (meters)     1327.69  (feet) COMP
 DQ3625  MODELED GRAVITY -    979,716.4   (mgal)                       NAVD 88
 DQ3625
 DQ3625  VERT ORDER      -  SECOND    CLASS I
 DQ3625
 DQ3625.The horizontal coordinates were established by autonomous hand held GPS
 DQ3625.observations and have an estimated accuracy of +/- 10 meters.
 DQ3625
 DQ3625.The orthometric height was determined by differential leveling and
 DQ3625.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3625.in January 2017.
 DQ3625
 DQ3625.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3625.GEOID18 height accuracy estimate available here.
 DQ3625
 DQ3625.Click photographs - Photos may exist for this station.
 DQ3625
 DQ3625.The dynamic height is computed by dividing the NAVD 88
 DQ3625.geopotential number by the normal gravity value computed on the
 DQ3625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3625.degrees latitude (g = 980.6199 gals.).
 DQ3625
 DQ3625.The modeled gravity was interpolated from observed gravity values.
 DQ3625
 DQ3625;                    North         East    Units  Estimated Accuracy
 DQ3625;SPC AR N     -   191,516.      316,038.      MT  (+/- 10 meters HH2 GPS)
 DQ3625
 DQ3625_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV0613190161(NAD 83)
 DQ3625
 DQ3625                          SUPERSEDED SURVEY CONTROL
 DQ3625
 DQ3625.No superseded survey control is available for this station.
 DQ3625
 DQ3625_MARKER: DB = BENCH MARK DISK
 DQ3625_SETTING: 80 = SET IN A BOULDER
 DQ3625_STAMPING: J 348 2016
 DQ3625_MARK LOGO: ARHD
 DQ3625_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ3625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3625+STABILITY: SURFACE MOTION
 DQ3625_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ3625+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2016
 DQ3625
 DQ3625  HISTORY     - Date     Condition        Report By
 DQ3625  HISTORY     - 20160413 MONUMENTED       ARHD
 DQ3625
 DQ3625                          STATION DESCRIPTION
 DQ3625
 DQ3625'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 DQ3625'THE STATION IS LOCATED ABOUT 7.1 MI (11.4 KM) EAST-NORTHEAST OF HASTY,
 DQ3625'7.0 MI (11.3 KM) SOUTH-SOUTHWEST OF EVERTON AND 3.3 MI (5.3 KM)
 DQ3625'SOUTH-SOUTHEAST OF WESTERN GROVE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ3625'
 DQ3625'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 235,
 DQ3625'GO NORTH ON US HIGHWAY 65 FOR 3.4 MI (5.5 KM) TO CAVE COUNTY ROAD.
 DQ3625'TURN LEFT ON CAVE ROAD AND GO FOR 1.0 MI (1.6 KM) TO THE STATION ON
 DQ3625'THE RIGHT, IN A 2X2 FT (0.6 M) ROCK.
 DQ3625'
 DQ3625'IT IS 53 FT (16.2 M) NORTHWEST OF THE NORTH END OF HURRICANE RIVER
 DQ3625'SIGN, 40 FT (12.2 M) NORTH OF AN UNDER GROUND CABLE MARKER, 40 FT
 DQ3625'(12.2 M) NORTH OF CAVE ROAD CENTERLINE AND 28 FT (8.5 M) SOUTH OF
 DQ3625'HERMAN'S LANE CENTERLINE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ8677 ***********************************************************************
 DQ8677  DESIGNATION -  J 352
 DQ8677  PID         -  DQ8677
 DQ8677  STATE/COUNTY-  AR/DREW
 DQ8677  COUNTRY     -  US
 DQ8677  USGS QUAD   -  MCGEHEE NORTH (2017)
 DQ8677
 DQ8677                         *CURRENT SURVEY CONTROL
 DQ8677  ______________________________________________________________________
 DQ8677* NAD 83(1986) POSITION- 33 41 40.68   (N) 091 29 01.06   (W)   HD_HELD1
 DQ8677* NAVD 88 ORTHO HEIGHT -    47.967 (meters)      157.37  (feet) ADJUSTED
 DQ8677  ______________________________________________________________________
 DQ8677  GEOID HEIGHT    -        -26.064 (meters)                     GEOID18
 DQ8677  DYNAMIC HEIGHT  -         47.918 (meters)      157.21  (feet) COMP
 DQ8677  MODELED GRAVITY -    979,617.4   (mgal)                       NAVD 88
 DQ8677
 DQ8677  VERT ORDER      -  SECOND    CLASS I
 DQ8677
 DQ8677.The horizontal coordinates were determined by differentially corrected
 DQ8677.hand held GPS observations or other comparable positioning techniques
 DQ8677.and have an estimated accuracy of +/- 3 meters.
 DQ8677
 DQ8677.The orthometric height was determined by differential leveling and
 DQ8677.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8677.in July 2018.
 DQ8677
 DQ8677.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8677.GEOID18 height accuracy estimate available here.
 DQ8677
 DQ8677.Click photographs - Photos may exist for this station.
 DQ8677
 DQ8677.The dynamic height is computed by dividing the NAVD 88
 DQ8677.geopotential number by the normal gravity value computed on the
 DQ8677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8677.degrees latitude (g = 980.6199 gals.).
 DQ8677
 DQ8677.The modeled gravity was interpolated from observed gravity values.
 DQ8677
 DQ8677;                    North         East    Units  Estimated Accuracy
 DQ8677;SPC AR S     -   514,134.9     447,871.7     MT  (+/- 3 meters HH1 GPS) 
 DQ8677
 DQ8677_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT4053929330(NAD 83)
 DQ8677
 DQ8677                          SUPERSEDED SURVEY CONTROL
 DQ8677
 DQ8677.No superseded survey control is available for this station.
 DQ8677
 DQ8677_MARKER: DB = BENCH MARK DISK
 DQ8677_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DQ8677_SP_SET: BRIDGE ABUTMENT
 DQ8677_STAMPING: J 352 2018
 DQ8677_MARK LOGO: ARHD
 DQ8677_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ8677_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8677_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8677+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2018
 DQ8677
 DQ8677  HISTORY     - Date     Condition        Report By
 DQ8677  HISTORY     - 20180110 MONUMENTED       ARHD
 DQ8677
 DQ8677                          STATION DESCRIPTION
 DQ8677
 DQ8677'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (JDH)
 DQ8677'THE STATION IS LOCATED ABOUT 6.6 MI (10.6 KM) NORTHWEST OF MCGEHEE,
 DQ8677'5.5 MI (8.8 KM) SOUTH OF WINCHESTER AND 4.8 MI (7.7 KM) EAST OF SELMA.
 DQ8677'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ8677'
 DQ8677'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 277,
 DQ8677'GO SOUTH ON HIGHWAY 277 FOR 2.35 MI (3.78 KM) TO THE STATION ON THE
 DQ8677'LEFT, IN THE SOUTHWEST CORNER OF BAYOU BARTHOLOMEW BRIDGE ABUTMENT.
 DQ8677'
 DQ8677'IT IS 16 FT (4.9 M) SOUTH OF HIGHWAY 277 CENTERLINE AND 3 FT (0.9 M)
 DQ8677'SOUTH OF A GUARD RAIL.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ8703 ***********************************************************************
 DQ8703  DESIGNATION -  J 353
 DQ8703  PID         -  DQ8703
 DQ8703  STATE/COUNTY-  AR/DESHA
 DQ8703  COUNTRY     -  US
 DQ8703  USGS QUAD   -  WINCHESTER (2017)
 DQ8703
 DQ8703                         *CURRENT SURVEY CONTROL
 DQ8703  ______________________________________________________________________
 DQ8703* NAD 83(1986) POSITION- 33 46 53.5    (N) 091 27 49.7    (W)   HD_HELD2
 DQ8703* NAVD 88 ORTHO HEIGHT -    45.613 (meters)      149.65  (feet) ADJUSTED
 DQ8703  ______________________________________________________________________
 DQ8703  GEOID HEIGHT    -        -26.079 (meters)                     GEOID18
 DQ8703  DYNAMIC HEIGHT  -         45.567 (meters)      149.50  (feet) COMP
 DQ8703  MODELED GRAVITY -    979,625.3   (mgal)                       NAVD 88
 DQ8703
 DQ8703  VERT ORDER      -  SECOND    CLASS I
 DQ8703
 DQ8703.The horizontal coordinates were established by autonomous hand held GPS
 DQ8703.observations and have an estimated accuracy of +/- 10 meters.
 DQ8703
 DQ8703.The orthometric height was determined by differential leveling and
 DQ8703.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8703.in July 2018.
 DQ8703
 DQ8703.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8703.GEOID18 height accuracy estimate available here.
 DQ8703
 DQ8703.Click photographs - Photos may exist for this station.
 DQ8703
 DQ8703.The dynamic height is computed by dividing the NAVD 88
 DQ8703.geopotential number by the normal gravity value computed on the
 DQ8703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8703.degrees latitude (g = 980.6199 gals.).
 DQ8703
 DQ8703.The modeled gravity was interpolated from observed gravity values.
 DQ8703
 DQ8703;                    North         East    Units  Estimated Accuracy
 DQ8703;SPC AR S     -   523,782.      449,659.      MT  (+/- 10 meters HH2 GPS)
 DQ8703
 DQ8703_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT4223238992(NAD 83)
 DQ8703
 DQ8703                          SUPERSEDED SURVEY CONTROL
 DQ8703
 DQ8703.No superseded survey control is available for this station.
 DQ8703
 DQ8703_MARKER: DB = BENCH MARK DISK
 DQ8703_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ8703_SP_SET: HEADWALL
 DQ8703_STAMPING: J 353 2018
 DQ8703_MARK LOGO: ARHD
 DQ8703_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ8703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ8703+STABILITY: SURFACE MOTION
 DQ8703_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8703+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2018
 DQ8703
 DQ8703  HISTORY     - Date     Condition        Report By
 DQ8703  HISTORY     - 20180306 MONUMENTED       ARHD
 DQ8703
 DQ8703                          STATION DESCRIPTION
 DQ8703
 DQ8703'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (JDH)
 DQ8703'THE STATION IS LOCATED ABOUT 8.3 MI (13.4 KM) NORTHEAST OF SELMA, 7.4
 DQ8703'MI (11.9 KM) SOUTH-SOUTHEAST OF DUMAS AND 0.8 MI (1.3 KM) NORTHEAST OF
 DQ8703'WINCHESTER.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ8703'
 DQ8703'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 138,
 DQ8703'GO NORTH ON HIGHWAY 65 FOR 0.3 MI (0.5 KM) TO THE STATION ON THE
 DQ8703'RIGHT, IN THE CENTER OF THE EAST HEADWALL.
 DQ8703'
 DQ8703'IT IS 43 FT (13.1 M) SOUTHWEST OF A COMBINATION POLE AND 22 FT (6.7 M)
 DQ8703'EAST OF HIGHWAY 65 NORTH BOUND LANE SHOULDER.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR1112 ***********************************************************************
 DR1112  DESIGNATION -  J 354
 DR1112  PID         -  DR1112
 DR1112  STATE/COUNTY-  AR/CLARK
 DR1112  COUNTRY     -  US
 DR1112  USGS QUAD   -  ARKADELPHIA (2017)
 DR1112
 DR1112                         *CURRENT SURVEY CONTROL
 DR1112  ______________________________________________________________________
 DR1112* NAD 83(1986) POSITION- 34 03 11.1    (N) 093 05 58.2    (W)   HD_HELD2
 DR1112* NAVD 88 ORTHO HEIGHT -    72.715 (meters)      238.57  (feet) ADJUSTED
 DR1112  ______________________________________________________________________
 DR1112  GEOID HEIGHT    -        -26.799 (meters)                     GEOID18
 DR1112  DYNAMIC HEIGHT  -         72.642 (meters)      238.33  (feet) COMP
 DR1112  MODELED GRAVITY -    979,633.7   (mgal)                       NAVD 88
 DR1112
 DR1112  VERT ORDER      -  SECOND    CLASS I
 DR1112
 DR1112.The horizontal coordinates were established by autonomous hand held GPS
 DR1112.observations and have an estimated accuracy of +/- 10 meters.
 DR1112
 DR1112.The orthometric height was determined by differential leveling and
 DR1112.adjusted by the NATIONAL GEODETIC SURVEY
 DR1112.in February 2019.
 DR1112
 DR1112.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR1112.GEOID18 height accuracy estimate available here.
 DR1112
 DR1112.Click photographs - Photos may exist for this station.
 DR1112
 DR1112.The dynamic height is computed by dividing the NAVD 88
 DR1112.geopotential number by the normal gravity value computed on the
 DR1112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR1112.degrees latitude (g = 980.6199 gals.).
 DR1112
 DR1112.The modeled gravity was interpolated from observed gravity values.
 DR1112
 DR1112;                    North         East    Units  Estimated Accuracy
 DR1112;SPC AR S     -   554,316.      298,496.      MT  (+/- 10 meters HH2 GPS)
 DR1112
 DR1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT9081768046(NAD 83)
 DR1112
 DR1112                          SUPERSEDED SURVEY CONTROL
 DR1112
 DR1112.No superseded survey control is available for this station.
 DR1112
 DR1112_MARKER: DB = BENCH MARK DISK
 DR1112_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DR1112_SP_SET: HEADWALL
 DR1112_STAMPING: J 354 2018
 DR1112_MARK LOGO: ARHD
 DR1112_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR1112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR1112+STABILITY: SURFACE MOTION
 DR1112_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR1112+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2018
 DR1112
 DR1112  HISTORY     - Date     Condition        Report By
 DR1112  HISTORY     - 20181107 MONUMENTED       ARHD
 DR1112
 DR1112                          STATION DESCRIPTION
 DR1112
 DR1112'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (JDH)
 DR1112'THE STATION IS LOCATED ABOUT 8.8 MI (14.2 KM) SOUTH-SOUTHEAST OF DE
 DR1112'GRAY, 5.4 MI (8.7 KM) SOUTH-SOUTHWEST OF ARKADELPHIA AND 3.8 MI (6.1
 DR1112'KM) NORTH OF CURTIS.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR1112'
 DR1112'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 26 AND US HIGHWAY 67,
 DR1112'GO SOUTH ON HIGHWAY 67 FOR 0.5 MI (0.8 KM) TO THE STATION ON THE
 DR1112'RIGHT, IN THE CENTER OF THE WEST HEADWALL OF THE OLD HIGHWAY 67.
 DR1112'
 DR1112'IT IS 96 FT (29.3 M) WEST OF HIGHWAY 67 CENTERLINE, 57 FT (17.4 M)
 DR1112'WEST OF A CATCH BASIN MANHOLE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR3450 ***********************************************************************
 DR3450  DESIGNATION -  J 355
 DR3450  PID         -  DR3450
 DR3450  STATE/COUNTY-  AR/MISSISSIPPI
 DR3450  COUNTRY     -  US
 DR3450  USGS QUAD   -  KEISER (2017)
 DR3450
 DR3450                         *CURRENT SURVEY CONTROL
 DR3450  ______________________________________________________________________
 DR3450* NAD 83(1986) POSITION- 35 44 57.1    (N) 090 02 07.6    (W)   HD_HELD2
 DR3450* NAVD 88 ORTHO HEIGHT -    70.344 (meters)      230.79  (feet) ADJUSTED
 DR3450  ______________________________________________________________________
 DR3450  GEOID HEIGHT    -        -27.779 (meters)                     GEOID18
 DR3450  DYNAMIC HEIGHT  -         70.285 (meters)      230.59  (feet) COMP
 DR3450  MODELED GRAVITY -    979,783.7   (mgal)                       NAVD 88
 DR3450
 DR3450  VERT ORDER      -  FIRST     CLASS II
 DR3450
 DR3450.The horizontal coordinates were established by autonomous hand held GPS
 DR3450.observations and have an estimated accuracy of +/- 10 meters.
 DR3450
 DR3450.The orthometric height was determined by differential leveling and
 DR3450.adjusted by the NATIONAL GEODETIC SURVEY
 DR3450.in June 2020.
 DR3450
 DR3450.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR3450.GEOID18 height accuracy estimate available here.
 DR3450
 DR3450.Click photographs - Photos may exist for this station.
 DR3450
 DR3450.The dynamic height is computed by dividing the NAVD 88
 DR3450.geopotential number by the normal gravity value computed on the
 DR3450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR3450.degrees latitude (g = 980.6199 gals.).
 DR3450
 DR3450.The modeled gravity was interpolated from observed gravity values.
 DR3450
 DR3450;                    North         East    Units  Estimated Accuracy
 DR3450;SPC AR N     -   158,851.      577,668.      MT  (+/- 10 meters HH2 GPS)
 DR3450
 DR3450_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6807060184(NAD 83)
 DR3450
 DR3450                          SUPERSEDED SURVEY CONTROL
 DR3450
 DR3450.No superseded survey control is available for this station.
 DR3450
 DR3450_MARKER: DB = BENCH MARK DISK
 DR3450_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DR3450_SP_SET: BRIDGE DECK
 DR3450_STAMPING: J 355 2019
 DR3450_MARK LOGO: ARHD
 DR3450_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR3450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR3450_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR3450+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2019
 DR3450
 DR3450  HISTORY     - Date     Condition        Report By
 DR3450  HISTORY     - 20190826 MONUMENTED       ARHD
 DR3450
 DR3450                          STATION DESCRIPTION
 DR3450
 DR3450'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2019 (JDH)
 DR3450'THE STATION IS LOCATED ABOUT 6.3 MI (10.1 KM) NORTHEAST OF KEISER, 6.1
 DR3450'MI (9.8 KM) WEST OF LUXORA AND 4.8 MI (7.7 KM) NORTHWEST OF OSCEOLA.
 DR3450'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR3450'
 DR3450'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 119 AND STATE HIGHWAY
 DR3450'140, GO NORTH ON HIGHWAY 119 FOR 4.5 MI (7.2 KM) TO THE STATION ON THE
 DR3450'RIGHT, IN THE NORTHEAST CORNER OF THE BRIDGE DECK.
 DR3450'
 DR3450'IT IS 12 FT (3.7 M) EAST OF HIGHWAY 119 CENTERLINE, 2 FT (0.6 M) WEST
 DR3450'OF A GUARD RAIL.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR7090 ***********************************************************************
 DR7090  DESIGNATION -  J 356
 DR7090  PID         -  DR7090
 DR7090  STATE/COUNTY-  AR/CRITTENDEN
 DR7090  COUNTRY     -  US
 DR7090  USGS QUAD   -  NORTHWEST MEMPHIS (2019)
 DR7090
 DR7090                         *CURRENT SURVEY CONTROL
 DR7090  ______________________________________________________________________
 DR7090* NAD 83(1986) POSITION- 35 09 19.2    (N) 090 06 56.9    (W)   HD_HELD2
 DR7090* NAVD 88 ORTHO HEIGHT -    73.041 (meters)      239.64  (feet) ADJUSTED
 DR7090  ______________________________________________________________________
 DR7090  GEOID HEIGHT    -        -27.327 (meters)                     GEOID18
 DR7090  DYNAMIC HEIGHT  -         72.975 (meters)      239.42  (feet) COMP
 DR7090  MODELED GRAVITY -    979,731.9   (mgal)                       NAVD 88
 DR7090
 DR7090  VERT ORDER      -  SECOND    CLASS I
 DR7090
 DR7090.The horizontal coordinates were established by autonomous hand held GPS
 DR7090.observations and have an estimated accuracy of +/- 10 meters.
 DR7090
 DR7090.The orthometric height was determined by differential leveling and
 DR7090.adjusted by the NATIONAL GEODETIC SURVEY
 DR7090.in January 2022.
 DR7090
 DR7090.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7090.GEOID18 height accuracy estimate available here.
 DR7090
 DR7090.Click photographs - Photos may exist for this station.
 DR7090
 DR7090.The dynamic height is computed by dividing the NAVD 88
 DR7090.geopotential number by the normal gravity value computed on the
 DR7090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7090.degrees latitude (g = 980.6199 gals.).
 DR7090
 DR7090.The modeled gravity was interpolated from observed gravity values.
 DR7090
 DR7090;                    North         East    Units  Estimated Accuracy
 DR7090;SPC AR N     -    92,836.      571,662.      MT  (+/- 10 meters HH2 GPS)
 DR7090
 DR7090_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6272694078(NAD 83)
 DR7090
 DR7090                          SUPERSEDED SURVEY CONTROL
 DR7090
 DR7090.No superseded survey control is available for this station.
 DR7090
 DR7090_MARKER: DB = BENCH MARK DISK
 DR7090_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DR7090_SP_SET: HEADWALL
 DR7090_STAMPING: J 356 2021
 DR7090_MARK LOGO: ARHD
 DR7090_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR7090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR7090+STABILITY: SURFACE MOTION
 DR7090_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7090+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2021
 DR7090
 DR7090  HISTORY     - Date     Condition        Report By
 DR7090  HISTORY     - 20210623 MONUMENTED       ARHD
 DR7090
 DR7090                          STATION DESCRIPTION
 DR7090
 DR7090'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2021 (JDH)
 DR7090'THE MARK IS LOCATED ABOUT 11.5 MI (18.5 KM) EAST-NORTHEAST OF
 DR7090'EDMONDSON, 11.0 MI (17.7 KM) SOUTHEAST OF JERICHO AND 3.9 MI (6.3 KM)
 DR7090'EAST OF WEST MEMPHIS.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7090'
 DR7090'TO REACH FROM THE INTERSECTION OF US I-40 AND STATE HIGHWAY 27, GO
 DR7090'EAST ALONG I-40 FOR 0.7 MI (1.1 KM) TO THE STATION ON THE RIGHT, IN
 DR7090'THE EAST SIDE OF THE SOUTH HEADWALL.
 DR7090'
 DR7090'IT IS 11 FT (3.4 M) SOUTH OF THE CONCRETE EDGE OF THE I-40 EAST BOUND
 DR7090'LANE AND 9 FT (2.7 M) SOUTH OF A GUARD RAIL.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR7311 ***********************************************************************
 DR7311  DESIGNATION -  J 357
 DR7311  PID         -  DR7311
 DR7311  STATE/COUNTY-  AR/SHARP
 DR7311  COUNTRY     -  US
 DR7311  USGS QUAD   -  STUART (2017)
 DR7311
 DR7311                         *CURRENT SURVEY CONTROL
 DR7311  ______________________________________________________________________
 DR7311* NAD 83(1986) POSITION- 36 15 27.3    (N) 091 33 52.6    (W)   HD_HELD2
 DR7311* NAVD 88 ORTHO HEIGHT -   194.144 (meters)      636.95  (feet) ADJUSTED
 DR7311  ______________________________________________________________________
 DR7311  GEOID HEIGHT    -        -28.280 (meters)                     GEOID18
 DR7311  DYNAMIC HEIGHT  -        193.979 (meters)      636.41  (feet) COMP
 DR7311  MODELED GRAVITY -    979,781.3   (mgal)                       NAVD 88
 DR7311
 DR7311  VERT ORDER      -  SECOND    CLASS I
 DR7311
 DR7311.The horizontal coordinates were established by autonomous hand held GPS
 DR7311.observations and have an estimated accuracy of +/- 10 meters.
 DR7311
 DR7311.The orthometric height was determined by differential leveling and
 DR7311.adjusted by the NATIONAL GEODETIC SURVEY
 DR7311.in January 2022.
 DR7311
 DR7311.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7311.GEOID18 height accuracy estimate available here.
 DR7311
 DR7311.Click photographs - Photos may exist for this station.
 DR7311
 DR7311.The dynamic height is computed by dividing the NAVD 88
 DR7311.geopotential number by the normal gravity value computed on the
 DR7311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7311.degrees latitude (g = 980.6199 gals.).
 DR7311
 DR7311.The modeled gravity was interpolated from observed gravity values.
 DR7311
 DR7311;                    North         East    Units  Estimated Accuracy
 DR7311;SPC AR N     -   213,573.      439,128.      MT  (+/- 10 meters HH2 GPS)
 DR7311
 DR7311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA2895013474(NAD 83)
 DR7311
 DR7311                          SUPERSEDED SURVEY CONTROL
 DR7311
 DR7311.No superseded survey control is available for this station.
 DR7311
 DR7311_MARKER: DB = BENCH MARK DISK
 DR7311_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DR7311_SP_SET: HEADWALL
 DR7311_STAMPING: J 357 2021
 DR7311_MARK LOGO: ARHD
 DR7311_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR7311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR7311+STABILITY: SURFACE MOTION
 DR7311
 DR7311  HISTORY     - Date     Condition        Report By
 DR7311  HISTORY     - 20210901 MONUMENTED       ARHD
 DR7311
 DR7311                          STATION DESCRIPTION
 DR7311
 DR7311'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2021 (JDH)
 DR7311'THE MARK IS LOCATED ABOUT 6.1 MI (9.8 KM) SOUTHWEST OF HARDY, 3.4 MI
 DR7311'(5.5 KM) NORTHEAST OF ASH FLAT AND 2.6 MI (4.2 KM) WEST OF STUART.
 DR7311'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7311'
 DR7311'TO REACH FROM THE INTERSECTION OF US HIGHWAY 62/412 AND US HIGHWAY
 DR7311'167, GO EAST ALONG HIGHWAY 62/412 FOR 2.65 MI (4.26 KM) TO THE STATION
 DR7311'ON THE RIGHT, IN THE WEST END OF THE SOUTH HEADWALL.
 DR7311'
 DR7311'IT IS 166 FT (50.6 M) SOUTHWEST OF AN ASPHALT DRIVE CENTERLINE AND 56
 DR7311'FT (17.1 M) SOUTH OF HIGHWAY 62/412 CENTERLINE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR7609 ***********************************************************************
 DR7609  DESIGNATION -  J 358
 DR7609  PID         -  DR7609
 DR7609  STATE/COUNTY-  AR/PRAIRIE
 DR7609  COUNTRY     -  US
 DR7609  USGS QUAD   -  HAZEN (2017)
 DR7609
 DR7609                         *CURRENT SURVEY CONTROL
 DR7609  ______________________________________________________________________
 DR7609* NAD 83(1986) POSITION- 34 46 50.7    (N) 091 35 01.4    (W)   HD_HELD2
 DR7609* NAVD 88 ORTHO HEIGHT -    68.693 (meters)      225.37  (feet) ADJUSTED
 DR7609  ______________________________________________________________________
 DR7609  GEOID HEIGHT    -        -26.942 (meters)                     GEOID18
 DR7609  DYNAMIC HEIGHT  -         68.629 (meters)      225.16  (feet) COMP
 DR7609  MODELED GRAVITY -    979,693.7   (mgal)                       NAVD 88
 DR7609
 DR7609  VERT ORDER      -  SECOND    CLASS I
 DR7609
 DR7609.The horizontal coordinates were established by autonomous hand held GPS
 DR7609.observations and have an estimated accuracy of +/- 10 meters.
 DR7609
 DR7609.The orthometric height was determined by differential leveling and
 DR7609.adjusted by the NATIONAL GEODETIC SURVEY
 DR7609.in June 2022.
 DR7609
 DR7609.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7609.GEOID18 height accuracy estimate available here.
 DR7609
 DR7609.Click photographs - Photos may exist for this station.
 DR7609
 DR7609.The dynamic height is computed by dividing the NAVD 88
 DR7609.geopotential number by the normal gravity value computed on the
 DR7609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7609.degrees latitude (g = 980.6199 gals.).
 DR7609
 DR7609.The modeled gravity was interpolated from observed gravity values.
 DR7609
 DR7609;                    North         East    Units  Estimated Accuracy
 DR7609;SPC AR S     -   634,564.      438,102.      MT  (+/- 10 meters HH2 GPS)
 DR7609
 DR7609_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU2958649643(NAD 83)
 DR7609
 DR7609                          SUPERSEDED SURVEY CONTROL
 DR7609
 DR7609.No superseded survey control is available for this station.
 DR7609
 DR7609_MARKER: DB = BENCH MARK DISK
 DR7609_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DR7609_SP_SET: HEADWALL
 DR7609_STAMPING: J 358 2021
 DR7609_MARK LOGO: ARHD
 DR7609_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR7609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR7609+STABILITY: SURFACE MOTION
 DR7609_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7609+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2021
 DR7609
 DR7609  HISTORY     - Date     Condition        Report By
 DR7609  HISTORY     - 20211123 MONUMENTED       ARHD
 DR7609
 DR7609                          STATION DESCRIPTION
 DR7609
 DR7609'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2021 (JDH)
 DR7609'THE MARK IS LOCATED ABOUT 9.3 MI (15.0 KM) EAST OF CARLISLE, 9.1 MI
 DR7609'(14.6 KM) NORTH OF SLOVAK AND IN THE TOWN OF HAZEN, AR.
 DR7609'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7609'
 DR7609'TO REACH FROM THE INTERSECTION OF US HIGHWAY 63 AND US HIGHWAY 70,
 DR7609'HEAD WEST ALONG HIGHWAY 70 FOR 0.9 MI (1.4 KM) TO THE STATION ON THE
 DR7609'RIGHT, IN THE CENTER OF THE NORTH HEADWALL.
 DR7609'
 DR7609'IT IS 115 FT (35.1 M) NORTH OF HIGHWAY 70 CENTERLINE, 53 FT (16.2 M)
 DR7609'WEST OF CHESTER STREET CENTERLINE AND 48 FT (14.6 M) SOUTH OF WEST
 DR7609'FRONT STREET CENTERLINE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR8574 ***********************************************************************
 DR8574  DESIGNATION -  J 359
 DR8574  PID         -  DR8574
 DR8574  STATE/COUNTY-  AR/FRANKLIN
 DR8574  COUNTRY     -  US
 DR8574  USGS QUAD   -  WATALULA (2017)
 DR8574
 DR8574                         *CURRENT SURVEY CONTROL
 DR8574  ______________________________________________________________________
 DR8574* NAD 83(1986) POSITION- 35 30 30.6    (N) 093 50 46.5    (W)   HD_HELD2
 DR8574* NAVD 88 ORTHO HEIGHT -   173.938 (meters)      570.66  (feet) ADJUSTED
 DR8574  ______________________________________________________________________
 DR8574  GEOID HEIGHT    -        -29.159 (meters)                     GEOID18
 DR8574  DYNAMIC HEIGHT  -        173.779 (meters)      570.14  (feet) COMP
 DR8574  MODELED GRAVITY -    979,713.0   (mgal)                       NAVD 88
 DR8574
 DR8574  VERT ORDER      -  SECOND    CLASS I
 DR8574
 DR8574.The horizontal coordinates were established by autonomous hand held GPS
 DR8574.observations and have an estimated accuracy of +/- 10 meters.
 DR8574
 DR8574.The orthometric height was determined by differential leveling and
 DR8574.adjusted by the NATIONAL GEODETIC SURVEY
 DR8574.in February 2023.
 DR8574
 DR8574.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8574.GEOID18 height accuracy estimate available here.
 DR8574
 DR8574.Click photographs - Photos may exist for this station.
 DR8574
 DR8574.The dynamic height is computed by dividing the NAVD 88
 DR8574.geopotential number by the normal gravity value computed on the
 DR8574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR8574.degrees latitude (g = 980.6199 gals.).
 DR8574
 DR8574.The modeled gravity was interpolated from observed gravity values.
 DR8574
 DR8574;                    North         East    Units  Estimated Accuracy
 DR8574;SPC AR N     -   131,945.      232,529.      MT  (+/- 10 meters HH2 GPS)
 DR8574
 DR8574_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV2325829765(NAD 83)
 DR8574
 DR8574                          SUPERSEDED SURVEY CONTROL
 DR8574
 DR8574.No superseded survey control is available for this station.
 DR8574
 DR8574_MARKER: DB = BENCH MARK DISK
 DR8574_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DR8574_SP_SET: BOX CULVERT
 DR8574_STAMPING: J 359 2022
 DR8574_MARK LOGO: ARHD
 DR8574_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR8574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR8574+STABILITY: SURFACE MOTION
 DR8574_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR8574+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2022
 DR8574
 DR8574  HISTORY     - Date     Condition        Report By
 DR8574  HISTORY     - 20221102 MONUMENTED       ARHD
 DR8574
 DR8574                          STATION DESCRIPTION
 DR8574
 DR8574'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2022 (JDH)
 DR8574'THE MARK IS LOCATED ABOUT 4.8 MI (7.7 KM) SOUTHEAST OF CRAVENS, 4.6 MI
 DR8574'(7.4 KM) SOUTH-SOUTHWEST OF WATALULA AND 1.8 MI (2.9 KM) NORTHWEST OF
 DR8574'OZARK.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR8574'
 DR8574'TO REACH FROM THE INTERSECTION OF US HIGHWAY 64 AND STATE HIGHWAY 23
 DR8574'N, HEAD NORTH ALONG HIGHWAY 23 FOR 1.40 MI (2.25 KM) O THE STATION ON
 DR8574'THE LEFT,  IN THE SOUTHWEST CORNER OF THE BOX CULVERT.
 DR8574'
 DR8574'IT IS 30 FT (9.1 M) SOUTHEAST OF A COMBINATION POLE, 23 FT (7.0 M)
 DR8574'SOUTHWEST OF HIGHWAY 23 CENTERLINE, 2 FT (0.6 M) NORTHEAST
 DR8574'OF A HEADWALL.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0076 ***********************************************************************
 GF0076  DESIGNATION -  J 36
 GF0076  PID         -  GF0076
 GF0076  STATE/COUNTY-  AR/BAXTER
 GF0076  COUNTRY     -  US
 GF0076  USGS QUAD   -  MIDWAY (2017)
 GF0076
 GF0076                         *CURRENT SURVEY CONTROL
 GF0076  ______________________________________________________________________
 GF0076* NAD 83(1986) POSITION- 36 28 46.     (N) 092 28 55.     (W)   SCALED
 GF0076* NAVD 88 ORTHO HEIGHT -   366.502 (meters)     1202.43  (feet) ADJUSTED
 GF0076  ______________________________________________________________________
 GF0076  GEOID HEIGHT    -        -28.400 (meters)                     GEOID18
 GF0076  DYNAMIC HEIGHT  -        366.193 (meters)     1201.42  (feet) COMP
 GF0076  MODELED GRAVITY -    979,777.3   (mgal)                       NAVD 88
 GF0076
 GF0076  VERT ORDER      -  SECOND    CLASS 0
 GF0076
 GF0076.The horizontal coordinates were scaled from a map and have
 GF0076.an estimated accuracy of +/- 6 seconds.
 GF0076
 GF0076.The orthometric height was determined by differential leveling and
 GF0076.adjusted by the NATIONAL GEODETIC SURVEY
 GF0076.in June 1991.
 GF0076
 GF0076.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0076.GEOID18 height accuracy estimate available here.
 GF0076
 GF0076.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA464372(NAD 83)
 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
 GF0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0076.See file dsdata.pdf to determine how the superseded data were derived.
 GF0076
 GF0076_MARKER: DB = BENCH MARK DISK
 GF0076_SETTING: 66 = SET IN ROCK OUTCROP
 GF0076_STAMPING: J 36 1934
 GF0076_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 DR9510 ***********************************************************************
 DR9510  DESIGNATION -  J 360
 DR9510  PID         -  DR9510
 DR9510  STATE/COUNTY-  AR/FAULKNER
 DR9510  COUNTRY     -  US
 DR9510  USGS QUAD   -  HAMLET (2017)
 DR9510
 DR9510                         *CURRENT SURVEY CONTROL
 DR9510  ______________________________________________________________________
 DR9510* NAD 83(1986) POSITION- 35 05 14.3    (N) 092 21 48.1    (W)   HD_HELD2
 DR9510* NAVD 88 ORTHO HEIGHT -   101.192 (meters)      331.99  (feet) ADJUSTED
 DR9510  ______________________________________________________________________
 DR9510  GEOID HEIGHT    -        -27.826 (meters)                     GEOID18
 DR9510  DYNAMIC HEIGHT  -        101.097 (meters)      331.68  (feet) COMP
 DR9510  MODELED GRAVITY -    979,695.3   (mgal)                       NAVD 88
 DR9510
 DR9510  VERT ORDER      -  FIRST     CLASS II
 DR9510
 DR9510.The horizontal coordinates were established by autonomous hand held GPS
 DR9510.observations and have an estimated accuracy of +/- 10 meters.
 DR9510
 DR9510.The orthometric height was determined by differential leveling and
 DR9510.adjusted by the NATIONAL GEODETIC SURVEY
 DR9510.in January 2024.
 DR9510
 DR9510.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9510.GEOID18 height accuracy estimate available here.
 DR9510
 DR9510.Click photographs - Photos may exist for this station.
 DR9510
 DR9510.The dynamic height is computed by dividing the NAVD 88
 DR9510.geopotential number by the normal gravity value computed on the
 DR9510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9510.degrees latitude (g = 980.6199 gals.).
 DR9510
 DR9510.The modeled gravity was interpolated from observed gravity values.
 DR9510
 DR9510;                    North         East    Units  Estimated Accuracy
 DR9510;SPC AR N     -    83,708.      366,866.      MT  (+/- 10 meters HH2 GPS)
 DR9510
 DR9510_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5803282910(NAD 83)
 DR9510
 DR9510                          SUPERSEDED SURVEY CONTROL
 DR9510
 DR9510.No superseded survey control is available for this station.
 DR9510
 DR9510_MARKER: DB = BENCH MARK DISK
 DR9510_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR9510_SP_SET: FUEL ISLAND
 DR9510_STAMPING: J 360 2023
 DR9510_MARK LOGO: ARHD
 DR9510_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR9510_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR9510_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR9510+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2023
 DR9510
 DR9510  HISTORY     - Date     Condition        Report By
 DR9510  HISTORY     - 20230925 MONUMENTED       ARHD
 DR9510
 DR9510                          STATION DESCRIPTION
 DR9510
 DR9510'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2023 (JDH)
 DR9510'THE MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) SOUTHWEST OF HOLLAND, 4.5
 DR9510'MI (7.2 KM) EAST OF CONWAY AND 3.4 MI (5.5 KM) WEST OF HAMLET.
 DR9510'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR9510'
 DR9510'TO REACH FROM THE INTERSECTION OF US I-40 AND US HIGHWAY 64, HEAD EAST
 DR9510'ALONG HIGHWAY 64 FOR 3.36 MI (5.41 KM) TO THE STATION ON THE RIGHT, AN
 DR9510'ALUMINUM CAP SET IN THE SOUTHWEST END OF FUEL ISLAND.
 DR9510'
 DR9510'IT IS 45 FT (13.7 M) SOUTHWEST OF THE SOUTHEAST CORNER OF THE ARDOT
 DR9510'MAINTENANCE SHOP, 3 FT (0.9 M) WEST OF NUMBER 1 GAS PUMP AND 1 FT (0.3
 DR9510'M) NORTHEAST OF OF THE SOUTHWEST CORNER OF THE FUEL ISLAND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DS1906 ***********************************************************************
 DS1906  DESIGNATION -  J 361
 DS1906  PID         -  DS1906
 DS1906  STATE/COUNTY-  AR/SCOTT
 DS1906  COUNTRY     -  US
 DS1906  USGS QUAD   -  WALDRON (2017)
 DS1906
 DS1906                         *CURRENT SURVEY CONTROL
 DS1906  ______________________________________________________________________
 DS1906* NAD 83(1986) POSITION- 34 53 17.1    (N) 094 05 09.8    (W)   HD_HELD2
 DS1906* NAVD 88 ORTHO HEIGHT -   239.004 (meters)      784.13  (feet) ADJUSTED
 DS1906  ______________________________________________________________________
 DS1906  GEOID HEIGHT    -        -30.637 (meters)                     GEOID18
 DS1906  DYNAMIC HEIGHT  -        238.756 (meters)      783.32  (feet) COMP
 DS1906  MODELED GRAVITY -    979,590.6   (mgal)                       NAVD 88
 DS1906
 DS1906  VERT ORDER      -  FIRST     CLASS II
 DS1906
 DS1906.The horizontal coordinates were established by autonomous hand held GPS
 DS1906.observations and have an estimated accuracy of +/- 10 meters.
 DS1906
 DS1906.The orthometric height was determined by differential leveling and
 DS1906.adjusted by the NATIONAL GEODETIC SURVEY
 DS1906.in August 2024.
 DS1906
 DS1906.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS1906.GEOID18 height accuracy estimate available here.
 DS1906
 DS1906.Click photographs - Photos may exist for this station.
 DS1906
 DS1906.The dynamic height is computed by dividing the NAVD 88
 DS1906.geopotential number by the normal gravity value computed on the
 DS1906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS1906.degrees latitude (g = 980.6199 gals.).
 DS1906
 DS1906.The modeled gravity was interpolated from observed gravity values.
 DS1906
 DS1906;                    North         East    Units  Estimated Accuracy
 DS1906;SPC AR N     -    63,565.      209,321.      MT  (+/- 10 meters HH2 GPS)
 DS1906
 DS1906_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU0075861170(NAD 83)
 DS1906
 DS1906                          SUPERSEDED SURVEY CONTROL
 DS1906
 DS1906.No superseded survey control is available for this station.
 DS1906
 DS1906_MARKER: DV = VERTICAL CONTROL DISK
 DS1906_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DS1906_SP_SET: ABANDONED BASE
 DS1906_STAMPING: J 361 2024
 DS1906_MARK LOGO: ARHD
 DS1906_PROJECTION: FLUSH
 DS1906_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS1906_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS1906_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS1906+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2024
 DS1906
 DS1906  HISTORY     - Date     Condition        Report By
 DS1906  HISTORY     - 20240328 MONUMENTED       ARHD
 DS1906
 DS1906                          STATION DESCRIPTION
 DS1906
 DS1906'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (JDH)
 DS1906'THE MARK IS LOCATED ABOUT 7.8 MI (12.6 KM) NORTH-NORTHWEST OF BOLES,
 DS1906'6.4 MI (10.3 KM) EAST-SOUTHEAST OF HON AND 0.8 MI (1.3 KM)
 DS1906'SOUTH-SOUTHEAST OF WALDRON, OWNERSHIP--ROAD RIGHT-OF-WAY.
 DS1906'
 DS1906'TO REACH FROM THE INTERSECTION OF HIGHWAY 71B AND HIGHWAY 80 HEAD
 DS1906'SOUTH ON HIGHWAY 71B FOR 0.66 MI (1.06 KM) TO THE STATION ON THE LEFT,
 DS1906'A ALUMINUM CAP SET IN AN ABANDONED STONE CONCRETE BASE.
 DS1906'
 DS1906'IT IS 256 FT (78.0 M) NORTH OF THE INTERSECTION OF FEATHERSTON ST AND
 DS1906'HIGHWAY 71B, 99 FT (30.2 M) NORTHEAST OF THE CENTERLINE OF HIGHWAY 71B
 DS1906'AND 30 FT (9.1 M) WEST OF TELEPHONE POLE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DS2193 ***********************************************************************
 DS2193  DESIGNATION -  J 362
 DS2193  PID         -  DS2193
 DS2193  STATE/COUNTY-  AR/MISSISSIPPI
 DS2193  COUNTRY     -  US
 DS2193  USGS QUAD   -  BLYTHEVILLE (2017)
 DS2193
 DS2193                         *CURRENT SURVEY CONTROL
 DS2193  ______________________________________________________________________
 DS2193* NAD 83(1986) POSITION- 35 57 02.0    (N) 089 57 36.2    (W)   HD_HELD2
 DS2193* NAVD 88 ORTHO HEIGHT -    76.250 (meters)      250.16  (feet) ADJUSTED
 DS2193  ______________________________________________________________________
 DS2193  GEOID HEIGHT    -        -28.157 (meters)                     GEOID18
 DS2193  DYNAMIC HEIGHT  -         76.186 (meters)      249.95  (feet) COMP
 DS2193  MODELED GRAVITY -    979,791.3   (mgal)                       NAVD 88
 DS2193
 DS2193  VERT ORDER      -  SECOND    CLASS I
 DS2193
 DS2193.The horizontal coordinates were established by autonomous hand held GPS
 DS2193.observations and have an estimated accuracy of +/- 10 meters.
 DS2193
 DS2193.The orthometric height was determined by differential leveling and
 DS2193.adjusted by the NATIONAL GEODETIC SURVEY
 DS2193.in September 2024.
 DS2193
 DS2193.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS2193.GEOID18 height accuracy estimate available here.
 DS2193
 DS2193.Click photographs - Photos may exist for this station.
 DS2193
 DS2193.The dynamic height is computed by dividing the NAVD 88
 DS2193.geopotential number by the normal gravity value computed on the
 DS2193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS2193.degrees latitude (g = 980.6199 gals.).
 DS2193
 DS2193.The modeled gravity was interpolated from observed gravity values.
 DS2193
 DS2193;                    North         East    Units  Estimated Accuracy
 DS2193;SPC AR N     -   181,326.      584,022.      MT  (+/- 10 meters HH2 GPS)
 DS2193
 DS2193_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3301382515(NAD 83)
 DS2193
 DS2193                          SUPERSEDED SURVEY CONTROL
 DS2193
 DS2193.No superseded survey control is available for this station.
 DS2193
 DS2193_MARKER: DV = VERTICAL CONTROL DISK
 DS2193_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DS2193_SP_SET: CATCH BASIN
 DS2193_STAMPING: J 362 2024
 DS2193_MARK LOGO: ARHD
 DS2193_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS2193_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS2193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS2193+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2024
 DS2193
 DS2193  HISTORY     - Date     Condition        Report By
 DS2193  HISTORY     - 20240730 MONUMENTED       ARHD
 DS2193
 DS2193                          STATION DESCRIPTION
 DS2193
 DS2193'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (JDH)
 DS2193'THE MARK IS LOCATED ABOUT 8.0 MI (12.9 KM) NORTHEAST OF DELL, 4.1 MI
 DS2193'(6.6 KM) NORTHEAST OF HALF MOON AND 2.8 MI (4.5 KM) NORTHWEST OF
 DS2193'BLYTHEVILLE.
 DS2193'
 DS2193'TO REACH FROM THE INTERSECTION OF HIGHWAY 151 AND LOUISANA AVENUE HEAD
 DS2193'NORTHWEST ON LOUISANA AVENUE FOR 0.68 MI (1.09 KM) TO THE STATION ON
 DS2193'YOUR RIGHT.
 DS2193'
 DS2193'IT IS 49 FT (14.9 M) NORTHEAST OF THE CENTERLINE OF LOUISANA ROAD, 22
 DS2193'FT (6.7 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF ATLANTA ROAD AND 14 FT
 DS2193'(4.3 M) NORTH-NORTHEAST OF OF LIGHT POLE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DS3565 ***********************************************************************
 DS3565  DESIGNATION -  J 363
 DS3565  PID         -  DS3565
 DS3565  STATE/COUNTY-  AR/MILLER
 DS3565  COUNTRY     -  US
 DS3565  USGS QUAD   -  MANDEVILLE (2017)
 DS3565
 DS3565                         *CURRENT SURVEY CONTROL
 DS3565  ______________________________________________________________________
 DS3565* NAD 83(1986) POSITION- 33 25 47.1    (N) 093 55 33.5    (W)   HD_HELD2
 DS3565* NAVD 88 ORTHO HEIGHT -   105.109 (meters)      344.85  (feet) ADJUSTED
 DS3565  ______________________________________________________________________
 DS3565  GEOID HEIGHT    -        -26.897 (meters)                     GEOID18
 DS3565  DYNAMIC HEIGHT  -        104.997 (meters)      344.48  (feet) COMP
 DS3565  MODELED GRAVITY -    979,568.6   (mgal)                       NAVD 88
 DS3565
 DS3565  VERT ORDER      -  FIRST     CLASS II
 DS3565
 DS3565.The horizontal coordinates were established by autonomous hand held GPS
 DS3565.observations and have an estimated accuracy of +/- 10 meters.
 DS3565
 DS3565.The orthometric height was determined by differential leveling and
 DS3565.adjusted by the NATIONAL GEODETIC SURVEY
 DS3565.in January 2026.
 DS3565
 DS3565.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3565.GEOID18 height accuracy estimate available here.
 DS3565
 DS3565.Click photographs - Photos may exist for this station.
 DS3565
 DS3565.The dynamic height is computed by dividing the NAVD 88
 DS3565.geopotential number by the normal gravity value computed on the
 DS3565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS3565.degrees latitude (g = 980.6199 gals.).
 DS3565
 DS3565.The modeled gravity was interpolated from observed gravity values.
 DS3565
 DS3565;                    North         East    Units  Estimated Accuracy
 DS3565;SPC AR S     -   486,321.      220,905.      MT  (+/- 10 meters HH2 GPS)
 DS3565
 DS3565_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS1391999313(NAD 83)
 DS3565
 DS3565                          SUPERSEDED SURVEY CONTROL
 DS3565
 DS3565.No superseded survey control is available for this station.
 DS3565
 DS3565_MARKER: DB = BENCH MARK DISK
 DS3565_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DS3565_SP_SET: SLAB
 DS3565_STAMPING: J 363 2025
 DS3565_MARK LOGO: ARHD
 DS3565_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DS3565_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS3565_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DS3565+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2025
 DS3565
 DS3565  HISTORY     - Date     Condition        Report By
 DS3565  HISTORY     - 20250513 MONUMENTED       ARHD
 DS3565
 DS3565                          STATION DESCRIPTION
 DS3565
 DS3565'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2025 (JDH)
 DS3565'THE MARK IS LOCATED ABOUT 8.1 MI (13.0 KM) SOUTH-SOUTHWEST OF HOMAN,
 DS3565'6.5 MI (10.5 KM) EAST OF TEXARKANA AND 4.2 MI (6.8 KM) SOUTH-SOUTHEAST
 DS3565'OF MANDEVILLE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DS3565'
 DS3565'TO REACH FROM THE INTERSECTION OF US HIGHWAY 82 AND STATE HIGHWAY 237,
 DS3565'HEAD EAST ALONG HIGHWAY 82 FOR 3.0 MI (4.8 KM) TO COUNTY ROAD COOK
 DS3565'ROAD.  TURN LEFT AND GO NORTH ALONG COOK ROAD FOR 0.04 MI (0.06 KM) TO
 DS3565'THE STATION ON THE RIGHT, AN ALUMINUM CAP SET IN A CONCRETE SLAB.
 DS3565'
 DS3565'IT IS 28 FT (8.5 M) SOUTHEAST OF THE EAST END OF A 14 INCH (36 CM)
 DS3565'METAL CULVERT, 23 FT (7.0 M) SOUTHWEST OF A 36 INCH (91 CM) GUM TREE
 DS3565'AND 20 FT (6.1 M) EAST OF COOK STREET CENTERLINE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DS3561 ***********************************************************************
 DS3561  DESIGNATION -  J 364
 DS3561  PID         -  DS3561
 DS3561  STATE/COUNTY-  AR/MILLER
 DS3561  COUNTRY     -  US
 DS3561  USGS QUAD   -  MANDEVILLE (2017)
 DS3561
 DS3561                         *CURRENT SURVEY CONTROL
 DS3561  ______________________________________________________________________
 DS3561* NAD 83(1986) POSITION- 33 25 49.2    (N) 093 58 38.4    (W)   HD_HELD2
 DS3561* NAVD 88 ORTHO HEIGHT -   113.419 (meters)      372.11  (feet) ADJUSTED
 DS3561  ______________________________________________________________________
 DS3561  GEOID HEIGHT    -        -26.900 (meters)                     GEOID18
 DS3561  DYNAMIC HEIGHT  -        113.298 (meters)      371.71  (feet) COMP
 DS3561  MODELED GRAVITY -    979,570.8   (mgal)                       NAVD 88
 DS3561
 DS3561  VERT ORDER      -  FIRST     CLASS II
 DS3561
 DS3561.The horizontal coordinates were established by autonomous hand held GPS
 DS3561.observations and have an estimated accuracy of +/- 10 meters.
 DS3561
 DS3561.The orthometric height was determined by differential leveling and
 DS3561.adjusted by the NATIONAL GEODETIC SURVEY
 DS3561.in January 2026.
 DS3561
 DS3561.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3561.GEOID18 height accuracy estimate available here.
 DS3561
 DS3561.Click photographs - Photos may exist for this station.
 DS3561
 DS3561.The dynamic height is computed by dividing the NAVD 88
 DS3561.geopotential number by the normal gravity value computed on the
 DS3561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS3561.degrees latitude (g = 980.6199 gals.).
 DS3561
 DS3561.The modeled gravity was interpolated from observed gravity values.
 DS3561
 DS3561;                    North         East    Units  Estimated Accuracy
 DS3561;SPC AR S     -   486,477.      216,130.      MT  (+/- 10 meters HH2 GPS)
 DS3561
 DS3561_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS0914599422(NAD 83)
 DS3561
 DS3561                          SUPERSEDED SURVEY CONTROL
 DS3561
 DS3561.No superseded survey control is available for this station.
 DS3561
 DS3561_MARKER: B = BOLT
 DS3561_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DS3561_SP_SET: POWER POLE BASE
 DS3561_STAMPING: J 364 2025
 DS3561_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS3561_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3561_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DS3561+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2025
 DS3561
 DS3561  HISTORY     - Date     Condition        Report By
 DS3561  HISTORY     - 20250603 MONUMENTED       ARHD
 DS3561
 DS3561                          STATION DESCRIPTION
 DS3561
 DS3561'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2025 (JDH)
 DS3561'THE MARK IS LOCATED ABOUT 9.4 MI (15.1 KM) SOUTHWEST OF HOMAN, 3.6 MI
 DS3561'(5.8 KM) SOUTH-SOUTHWEST OF MANDEVILLE AND 3.6 MI (5.8 KM)
 DS3561'EAST-SOUTHEAST OF TEXARKANA.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DS3561'
 DS3561'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 237 AND US HIGHWAY 82,
 DS3561'HEAD EAST ALONG HIGHWAY 82 FOR 100 FT (30.5 M) TO THE STATION ON THE
 DS3561'LEFT, A STAMPED BOLT IN A METAL POWER POLE CONCRETE BASE.
 DS3561'
 DS3561'IT IS 114 FT (34.7 M) EAST OF RONDO ROAD CENTERLINE AND 65 FT (19.8 M)
 DS3561'NORTH OF HIGHWAY 82 CENTERLINE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DS3780 ***********************************************************************
 DS3780  DESIGNATION -  J 365
 DS3780  PID         -  DS3780
 DS3780  STATE/COUNTY-  AR/MADISON
 DS3780  COUNTRY     -  US
 DS3780  USGS QUAD   -  FORUM (2017)
 DS3780
 DS3780                         *CURRENT SURVEY CONTROL
 DS3780  ______________________________________________________________________
 DS3780* NAD 83(1986) POSITION- 36 10 51.7    (N) 093 41 45.7    (W)   HD_HELD2
 DS3780* NAVD 88 ORTHO HEIGHT -   480.158 (meters)     1575.32  (feet) ADJUSTED
 DS3780  ______________________________________________________________________
 DS3780  GEOID HEIGHT    -        -28.050 (meters)                     GEOID18
 DS3780  DYNAMIC HEIGHT  -        479.724 (meters)     1573.89  (feet) COMP
 DS3780  MODELED GRAVITY -    979,712.2   (mgal)                       NAVD 88
 DS3780
 DS3780  VERT ORDER      -  SECOND    CLASS I
 DS3780
 DS3780.The horizontal coordinates were established by autonomous hand held GPS
 DS3780.observations and have an estimated accuracy of +/- 10 meters.
 DS3780
 DS3780.The orthometric height was determined by differential leveling and
 DS3780.adjusted by the NATIONAL GEODETIC SURVEY
 DS3780.in January 2026.
 DS3780
 DS3780.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3780.GEOID18 height accuracy estimate available here.
 DS3780
 DS3780.Click photographs - Photos may exist for this station.
 DS3780
 DS3780.The dynamic height is computed by dividing the NAVD 88
 DS3780.geopotential number by the normal gravity value computed on the
 DS3780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS3780.degrees latitude (g = 980.6199 gals.).
 DS3780
 DS3780.The modeled gravity was interpolated from observed gravity values.
 DS3780
 DS3780;                    North         East    Units  Estimated Accuracy
 DS3780;SPC AR N     -   206,306.      247,439.      MT  (+/- 10 meters HH2 GPS)
 DS3780
 DS3780_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA3741104251(NAD 83)
 DS3780
 DS3780                          SUPERSEDED SURVEY CONTROL
 DS3780
 DS3780.No superseded survey control is available for this station.
 DS3780
 DS3780_MARKER: DB = BENCH MARK DISK
 DS3780_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DS3780_SP_SET: HEADWALL
 DS3780_STAMPING: J 365 2025
 DS3780_MARK LOGO: ARHD
 DS3780_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS3780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS3780+STABILITY: SURFACE MOTION
 DS3780_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DS3780+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2025
 DS3780
 DS3780  HISTORY     - Date     Condition        Report By
 DS3780  HISTORY     - 20250924 MONUMENTED       ARHD
 DS3780
 DS3780                          STATION DESCRIPTION
 DS3780
 DS3780'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2025 (JDH)
 DS3780'THE MARK IS LOCATED ABOUT 7.0 MI (11.3 KM) NORTH-NORTHEAST OF
 DS3780'HUNTSVILLE, 6.7 MI (10.8 KM) WEST-NORTHWEST OF MARBLE AND 1.0 MI (1.6
 DS3780'KM) EAST OF FORUM.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DS3780'
 DS3780'TO REACH FROM THE INTERSECTION OF US HIGHWAY 412 AND STATE HIGHWAY
 DS3780'127, HEAD NORTH ALONG HIGHWAY 127 FOR 3.70 MI (5.95 KM) TO THE STATION
 DS3780'ON THE RIGHT, AN ALUMINUM CAP SET IN THE CENTER OF THE NORTHEAST
 DS3780'HEADWALL.
 DS3780'
 DS3780'IT IS 80 FT (24.4 M) NORTHWEST OF A POWER POLE AND 30 FT (9.1 M)
 DS3780'NORTHEAST OF HIGHWAY 127 CENTERLINE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0100 ***********************************************************************
 GF0100  DESIGNATION -  J 38
 GF0100  PID         -  GF0100
 GF0100  STATE/COUNTY-  AR/BAXTER
 GF0100  COUNTRY     -  US
 GF0100  USGS QUAD   -  GAMALIEL (2017)
 GF0100
 GF0100                         *CURRENT SURVEY CONTROL
 GF0100  ______________________________________________________________________
 GF0100* NAD 83(1986) POSITION- 36 22 49.     (N) 092 13 39.     (W)   SCALED
 GF0100* NAVD 88 ORTHO HEIGHT -   205.178 (meters)      673.15  (feet) ADJUSTED
 GF0100  ______________________________________________________________________
 GF0100  GEOID HEIGHT    -        -28.390 (meters)                     GEOID18
 GF0100  DYNAMIC HEIGHT  -        205.005 (meters)      672.59  (feet) COMP
 GF0100  MODELED GRAVITY -    979,787.0   (mgal)                       NAVD 88
 GF0100
 GF0100  VERT ORDER      -  SECOND    CLASS 0
 GF0100
 GF0100.The horizontal coordinates were scaled from a map and have
 GF0100.an estimated accuracy of +/- 6 seconds.
 GF0100
 GF0100.The orthometric height was determined by differential leveling and
 GF0100.adjusted by the NATIONAL GEODETIC SURVEY
 GF0100.in June 1991.
 GF0100
 GF0100.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0100.GEOID18 height accuracy estimate available here.
 GF0100
 GF0100.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA692264(NAD 83)
 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
 GF0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0100.See file dsdata.pdf to determine how the superseded data were derived.
 GF0100
 GF0100_MARKER: DB = BENCH MARK DISK
 GF0100_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GF0100_STAMPING: J 38 1934
 GF0100_MARK LOGO: CGS
 GF0100_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0060 ***********************************************************************
 GF0060  DESIGNATION -  J 39
 GF0060  PID         -  GF0060
 GF0060  STATE/COUNTY-  AR/BAXTER
 GF0060  COUNTRY     -  US
 GF0060  USGS QUAD   -  NORFORK DAM SOUTH (2017)
 GF0060
 GF0060                         *CURRENT SURVEY CONTROL
 GF0060  ______________________________________________________________________
 GF0060* NAD 83(1986) POSITION- 36 09 50.     (N) 092 14 14.     (W)   SCALED
 GF0060* NAVD 88 ORTHO HEIGHT -   116.470 (meters)      382.12  (feet) ADJUSTED
 GF0060  ______________________________________________________________________
 GF0060  GEOID HEIGHT    -        -28.215 (meters)                     GEOID18
 GF0060  DYNAMIC HEIGHT  -        116.369 (meters)      381.79  (feet) COMP
 GF0060  MODELED GRAVITY -    979,765.3   (mgal)                       NAVD 88
 GF0060
 GF0060  VERT ORDER      -  SECOND    CLASS 0
 GF0060
 GF0060.The horizontal coordinates were scaled from a map and have
 GF0060.an estimated accuracy of +/- 6 seconds.
 GF0060
 GF0060.The orthometric height was determined by differential leveling and
 GF0060.adjusted by the NATIONAL GEODETIC SURVEY
 GF0060.in June 1991.
 GF0060
 GF0060.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0060.GEOID18 height accuracy estimate available here.
 GF0060
 GF0060.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA686023(NAD 83)
 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
 GF0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0060.See file dsdata.pdf to determine how the superseded data were derived.
 GF0060
 GF0060_MARKER: DB = BENCH MARK DISK
 GF0060_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GF0060_SP_SET: BRIDGE
 GF0060_STAMPING: J 39 1934
 GF0060_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0023 ***********************************************************************
 FF0023  DESIGNATION -  J 4
 FF0023  PID         -  FF0023
 FF0023  STATE/COUNTY-  AR/POINSETT
 FF0023  COUNTRY     -  US
 FF0023  USGS QUAD   -  MARKED TREE (2017)
 FF0023
 FF0023                         *CURRENT SURVEY CONTROL
 FF0023  ______________________________________________________________________
 FF0023* NAD 83(1986) POSITION- 35 31 39.     (N) 090 24 49.     (W)   SCALED
 FF0023* NAVD 88 ORTHO HEIGHT -    66.258 (meters)      217.38  (feet) ADJUSTED
 FF0023  ______________________________________________________________________
 FF0023  GEOID HEIGHT    -        -27.700 (meters)                     GEOID18
 FF0023  DYNAMIC HEIGHT  -         66.199 (meters)      217.19  (feet) COMP
 FF0023  MODELED GRAVITY -    979,753.6   (mgal)                       NAVD 88
 FF0023
 FF0023  VERT ORDER      -  FIRST     CLASS II
 FF0023
 FF0023.The horizontal coordinates were scaled from a map and have
 FF0023.an estimated accuracy of +/- 6 seconds.
 FF0023
 FF0023.The orthometric height was determined by differential leveling and
 FF0023.adjusted by the NATIONAL GEODETIC SURVEY
 FF0023.in June 1991.
 FF0023
 FF0023.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0023.GEOID18 height accuracy estimate available here.
 FF0023
 FF0023.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV345346(NAD 83)
 FF0023
 FF0023                          SUPERSEDED SURVEY CONTROL
 FF0023
 FF0023  NGVD 29 (11/26/84)   66.202  (m)          217.20   (f) ADJUSTED    1 2
 FF0023
 FF0023.Superseded values are not recommended for survey control.
 FF0023
 FF0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0023.See file dsdata.pdf to determine how the superseded data were derived.
 FF0023
 FF0023_MARKER: DB = BENCH MARK DISK
 FF0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0023_STAMPING: 217.198 J 4 1928
 FF0023_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0796 ***********************************************************************
 FG0796  DESIGNATION -  J 4
 FG0796  PID         -  FG0796
 FG0796  STATE/COUNTY-  AR/NEWTON
 FG0796  COUNTRY     -  US
 FG0796  USGS QUAD   -  PARTHENON (2017)
 FG0796
 FG0796                         *CURRENT SURVEY CONTROL
 FG0796  ______________________________________________________________________
 FG0796* NAD 83(1986) POSITION- 35 57 11.     (N) 093 14 30.     (W)   SCALED
 FG0796* NAVD 88 ORTHO HEIGHT -   282.015 (meters)      925.24  (feet) ADJUSTED
 FG0796  ______________________________________________________________________
 FG0796  GEOID HEIGHT    -        -28.094 (meters)                     GEOID18
 FG0796  DYNAMIC HEIGHT  -        281.752 (meters)      924.38  (feet) COMP
 FG0796  MODELED GRAVITY -    979,692.9   (mgal)                       NAVD 88
 FG0796
 FG0796  VERT ORDER      -  SECOND    CLASS 0
 FG0796
 FG0796.The horizontal coordinates were scaled from a map and have
 FG0796.an estimated accuracy of +/- 6 seconds.
 FG0796
 FG0796.The orthometric height was determined by differential leveling and
 FG0796.adjusted by the NATIONAL GEODETIC SURVEY
 FG0796.in June 1991.
 FG0796
 FG0796.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0796.GEOID18 height accuracy estimate available here.
 FG0796
 FG0796.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV782787(NAD 83)
 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
 FG0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0796.See file dsdata.pdf to determine how the superseded data were derived.
 FG0796
 FG0796_MARKER: DD = SURVEY DISK
 FG0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0796_STAMPING: J 4 1933 ELEV. 926
 FG0796_MARK LOGO: USGS
 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'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 = MARCH 20, 2026 22:17:28 EDT
 GE0589 ***********************************************************************
 GE0589  DESIGNATION -  J 40 RESET
 GE0589  PID         -  GE0589
 GE0589  STATE/COUNTY-  AR/FULTON
 GE0589  COUNTRY     -  US
 GE0589  USGS QUAD   -  AGNOS (2017)
 GE0589
 GE0589                         *CURRENT SURVEY CONTROL
 GE0589  ______________________________________________________________________
 GE0589* NAD 83(1986) POSITION- 36 16 56.     (N) 091 42 05.     (W)   SCALED
 GE0589* NAVD 88 ORTHO HEIGHT -   228.095 (meters)      748.34  (feet) ADJUSTED
 GE0589  ______________________________________________________________________
 GE0589  GEOID HEIGHT    -        -28.210 (meters)                     GEOID18
 GE0589  DYNAMIC HEIGHT  -        227.902 (meters)      747.71  (feet) COMP
 GE0589  MODELED GRAVITY -    979,781.3   (mgal)                       NAVD 88
 GE0589
 GE0589  VERT ORDER      -  SECOND    CLASS 0
 GE0589
 GE0589.The horizontal coordinates were scaled from a map and have
 GE0589.an estimated accuracy of +/- 6 seconds.
 GE0589
 GE0589.The orthometric height was determined by differential leveling and
 GE0589.adjusted by the NATIONAL GEODETIC SURVEY
 GE0589.in June 1991.
 GE0589
 GE0589.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0589.GEOID18 height accuracy estimate available here.
 GE0589
 GE0589.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA166160(NAD 83)
 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
 GE0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0589.See file dsdata.pdf to determine how the superseded data were derived.
 GE0589
 GE0589_MARKER: DB = BENCH MARK DISK
 GE0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0589_STAMPING: J 40 1934 RESET 1955
 GE0589_MARK LOGO: CGS
 GE0589_PROJECTION: PROJECTING 18 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0297 ***********************************************************************
 GE0297  DESIGNATION -  J 41
 GE0297  PID         -  GE0297
 GE0297  STATE/COUNTY-  AR/RANDOLPH
 GE0297  COUNTRY     -  US
 GE0297  USGS QUAD   -  POCAHONTAS (2017)
 GE0297
 GE0297                         *CURRENT SURVEY CONTROL
 GE0297  ______________________________________________________________________
 GE0297* NAD 83(1986) POSITION- 36 19 15.     (N) 090 57 19.     (W)   SCALED
 GE0297* NAVD 88 ORTHO HEIGHT -   124.064 (meters)      407.03  (feet) ADJUSTED
 GE0297  ______________________________________________________________________
 GE0297  GEOID HEIGHT    -        -28.391 (meters)                     GEOID18
 GE0297  DYNAMIC HEIGHT  -        123.964 (meters)      406.71  (feet) COMP
 GE0297  MODELED GRAVITY -    979,823.9   (mgal)                       NAVD 88
 GE0297
 GE0297  VERT ORDER      -  SECOND    CLASS 0
 GE0297
 GE0297.The horizontal coordinates were scaled from a map and have
 GE0297.an estimated accuracy of +/- 6 seconds.
 GE0297
 GE0297.The orthometric height was determined by differential leveling and
 GE0297.adjusted by the NATIONAL GEODETIC SURVEY
 GE0297.in June 1991.
 GE0297
 GE0297.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0297.GEOID18 height accuracy estimate available here.
 GE0297
 GE0297.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA835214(NAD 83)
 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
 GE0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0297.See file dsdata.pdf to determine how the superseded data were derived.
 GE0297
 GE0297_MARKER: DB = BENCH MARK DISK
 GE0297_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GE0297_STAMPING: J 41 1934
 GE0297_MARK LOGO: CGS
 GE0297_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1547 ***********************************************************************
 FF1547  DESIGNATION -  J 42
 FF1547  PID         -  FF1547
 FF1547  STATE/COUNTY-  AR/CLEBURNE
 FF1547  COUNTRY     -  US
 FF1547  USGS QUAD   -  DRASCO (2017)
 FF1547
 FF1547                         *CURRENT SURVEY CONTROL
 FF1547  ______________________________________________________________________
 FF1547* NAD 83(1986) POSITION- 35 40 03.     (N) 091 52 50.     (W)   SCALED
 FF1547* NAVD 88 ORTHO HEIGHT -   319.082 (meters)     1046.85  (feet) ADJUSTED
 FF1547  ______________________________________________________________________
 FF1547  GEOID HEIGHT    -        -27.371 (meters)                     GEOID18
 FF1547  DYNAMIC HEIGHT  -        318.792 (meters)     1045.90  (feet) COMP
 FF1547  MODELED GRAVITY -    979,715.2   (mgal)                       NAVD 88
 FF1547
 FF1547  VERT ORDER      -  SECOND    CLASS 0
 FF1547
 FF1547.The horizontal coordinates were scaled from a map and have
 FF1547.an estimated accuracy of +/- 6 seconds.
 FF1547
 FF1547.The orthometric height was determined by differential leveling and
 FF1547.adjusted by the NATIONAL GEODETIC SURVEY
 FF1547.in June 1991.
 FF1547
 FF1547.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1547.GEOID18 height accuracy estimate available here.
 FF1547
 FF1547.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV013476(NAD 83)
 FF1547
 FF1547                          SUPERSEDED SURVEY CONTROL
 FF1547
 FF1547  NGVD 29 (11/26/84)  319.003  (m)         1046.60   (f) ADJUSTED    2 0
 FF1547
 FF1547.Superseded values are not recommended for survey control.
 FF1547
 FF1547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1547.See file dsdata.pdf to determine how the superseded data were derived.
 FF1547
 FF1547_MARKER: DB = BENCH MARK DISK
 FF1547_SETTING: 66 = SET IN ROCK OUTCROP
 FF1547_STAMPING: J 42 1935
 FF1547_MARK LOGO: CGS
 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  HISTORY     - 20111109 MARK NOT FOUND   ARHD
 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.
 FF1547
 FF1547                          STATION RECOVERY (2011)
 FF1547
 FF1547'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (KWS)
 FF1547'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1134 ***********************************************************************
 FF1134  DESIGNATION -  J 43
 FF1134  PID         -  FF1134
 FF1134  STATE/COUNTY-  AR/INDEPENDENCE
 FF1134  COUNTRY     -  US
 FF1134  USGS QUAD   -  JACKSONPORT (2017)
 FF1134
 FF1134                         *CURRENT SURVEY CONTROL
 FF1134  ______________________________________________________________________
 FF1134* NAD 83(1986) POSITION- 35 40 27.     (N) 091 21 47.     (W)   SCALED
 FF1134* NAVD 88 ORTHO HEIGHT -    71.454 (meters)      234.43  (feet) ADJUSTED
 FF1134  ______________________________________________________________________
 FF1134  GEOID HEIGHT    -        -27.568 (meters)                     GEOID18
 FF1134  DYNAMIC HEIGHT  -         71.393 (meters)      234.23  (feet) COMP
 FF1134  MODELED GRAVITY -    979,776.0   (mgal)                       NAVD 88
 FF1134
 FF1134  VERT ORDER      -  SECOND    CLASS 0
 FF1134
 FF1134.The horizontal coordinates were scaled from a map and have
 FF1134.an estimated accuracy of +/- 6 seconds.
 FF1134
 FF1134.The orthometric height was determined by differential leveling and
 FF1134.adjusted by the NATIONAL GEODETIC SURVEY
 FF1134.in June 1991.
 FF1134
 FF1134.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1134.GEOID18 height accuracy estimate available here.
 FF1134
 FF1134.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV481490(NAD 83)
 FF1134
 FF1134                          SUPERSEDED SURVEY CONTROL
 FF1134
 FF1134  NGVD 29 (11/26/84)   71.384  (m)          234.20   (f) ADJUSTED    2 0
 FF1134
 FF1134.Superseded values are not recommended for survey control.
 FF1134
 FF1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1134.See file dsdata.pdf to determine how the superseded data were derived.
 FF1134
 FF1134_MARKER: DB = BENCH MARK DISK
 FF1134_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF1134_STAMPING: J 43 1935
 FF1134_MARK LOGO: CGS
 FF1134_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0940 ***********************************************************************
 FF0940  DESIGNATION -  J 44
 FF0940  PID         -  FF0940
 FF0940  STATE/COUNTY-  AR/LAWRENCE
 FF0940  COUNTRY     -  US
 FF0940  USGS QUAD   -  STRAWBERRY (2017)
 FF0940
 FF0940                         *CURRENT SURVEY CONTROL
 FF0940  ______________________________________________________________________
 FF0940* NAD 83(1986) POSITION- 35 58 43.73   (N) 091 17 56.93   (W)   HD_HELD1
 FF0940* NAVD 88 ORTHO HEIGHT -    98.537 (meters)      323.28  (feet) ADJUSTED
 FF0940  ______________________________________________________________________
 FF0940  GEOID HEIGHT    -        -28.109 (meters)                     GEOID18
 FF0940  DYNAMIC HEIGHT  -         98.453 (meters)      323.01  (feet) COMP
 FF0940  MODELED GRAVITY -    979,779.0   (mgal)                       NAVD 88
 FF0940
 FF0940  VERT ORDER      -  SECOND    CLASS 0
 FF0940
 FF0940.The horizontal coordinates were determined by differentially corrected
 FF0940.hand held GPS observations or other comparable positioning techniques
 FF0940.and have an estimated accuracy of +/- 3 meters.
 FF0940
 FF0940.The orthometric height was determined by differential leveling and
 FF0940.adjusted by the NATIONAL GEODETIC SURVEY
 FF0940.in June 1991.
 FF0940
 FF0940.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0940.GEOID18 height accuracy estimate available here.
 FF0940
 FF0940.Click photographs - Photos may exist for this station.
 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     -   182,779.8     463,205.3     MT  (+/- 3 meters HH1 GPS) 
 FF0940
 FF0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV5334182935(NAD 83)
 FF0940
 FF0940                          SUPERSEDED SURVEY CONTROL
 FF0940
 FF0940  NGVD 29 (11/26/84)   98.446  (m)          322.98   (f) ADJUSTED    2 0
 FF0940
 FF0940.Superseded values are not recommended for survey control.
 FF0940
 FF0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0940.See file dsdata.pdf to determine how the superseded data were derived.
 FF0940
 FF0940_MARKER: DB = BENCH MARK DISK
 FF0940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0940_STAMPING: J 44 1935 322.985
 FF0940_MARK LOGO: CGS
 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 - December 03, 2014
 FF0940
 FF0940  HISTORY     - Date     Condition        Report By
 FF0940  HISTORY     - 1935     MONUMENTED       CGS
 FF0940  HISTORY     - 1949     GOOD             CGS
 FF0940  HISTORY     - 20020925 GOOD             USACE
 FF0940  HISTORY     - 20141203 GOOD             ARHD
 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.
 FF0940
 FF0940                          STATION RECOVERY (2014)
 FF0940
 FF0940'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (BAB)
 FF0940'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1303 ***********************************************************************
 FG1303  DESIGNATION -  J 45
 FG1303  PID         -  FG1303
 FG1303  STATE/COUNTY-  AR/FRANKLIN
 FG1303  COUNTRY     -  US
 FG1303  USGS QUAD   -  BOONEVILLE (2017)
 FG1303
 FG1303                         *CURRENT SURVEY CONTROL
 FG1303  ______________________________________________________________________
 FG1303* NAD 83(1986) POSITION- 35 14 05.     (N) 093 55 44.     (W)   SCALED
 FG1303* NAVD 88 ORTHO HEIGHT -   148.552 (meters)      487.37  (feet) ADJUSTED
 FG1303  ______________________________________________________________________
 FG1303  GEOID HEIGHT    -        -30.000 (meters)                     GEOID18
 FG1303  DYNAMIC HEIGHT  -        148.409 (meters)      486.91  (feet) COMP
 FG1303  MODELED GRAVITY -    979,671.7   (mgal)                       NAVD 88
 FG1303
 FG1303  VERT ORDER      -  SECOND    CLASS 0
 FG1303
 FG1303.The horizontal coordinates were scaled from a map and have
 FG1303.an estimated accuracy of +/- 6 seconds.
 FG1303
 FG1303.The orthometric height was determined by differential leveling and
 FG1303.adjusted by the NATIONAL GEODETIC SURVEY
 FG1303.in June 1991.
 FG1303
 FG1303.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1303.GEOID18 height accuracy estimate available here.
 FG1303
 FG1303.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU154994(NAD 83)
 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
 FG1303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1303.See file dsdata.pdf to determine how the superseded data were derived.
 FG1303
 FG1303_MARKER: DB = BENCH MARK DISK
 FG1303_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FG1303_SP_SET: CULVERT HEADWALL
 FG1303_STAMPING: J 45 1934
 FG1303_MARK LOGO: CGS
 FG1303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1303+STABILITY: SURFACE MOTION
 FG1303_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FG1303+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2016
 FG1303
 FG1303  HISTORY     - Date     Condition        Report By
 FG1303  HISTORY     - 1934     MONUMENTED       CGS
 FG1303  HISTORY     - 1959     GOOD             CGS
 FG1303  HISTORY     - 20160307 GOOD             ARHD
 FG1303
 FG1303                          STATION DESCRIPTION
 FG1303
 FG1303'DESCRIBED BY COAST AND 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.
 FG1303
 FG1303                          STATION RECOVERY (2016)
 FG1303
 FG1303'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (WDA)
 FG1303'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1280 ***********************************************************************
 FG1280  DESIGNATION -  J 46
 FG1280  PID         -  FG1280
 FG1280  STATE/COUNTY-  AR/YELL
 FG1280  COUNTRY     -  US
 FG1280  USGS QUAD   -  BLUE MOUNTAIN (2017)
 FG1280
 FG1280                         *CURRENT SURVEY CONTROL
 FG1280  ______________________________________________________________________
 FG1280* NAD 83(1986) POSITION- 35 07 47.     (N) 093 40 44.     (W)   SCALED
 FG1280* NAVD 88 ORTHO HEIGHT -   178.836 (meters)      586.73  (feet) ADJUSTED
 FG1280  ______________________________________________________________________
 FG1280  GEOID HEIGHT    -        -29.849 (meters)                     GEOID18
 FG1280  DYNAMIC HEIGHT  -        178.660 (meters)      586.15  (feet) COMP
 FG1280  MODELED GRAVITY -    979,644.9   (mgal)                       NAVD 88
 FG1280
 FG1280  VERT ORDER      -  SECOND    CLASS I
 FG1280
 FG1280.The horizontal coordinates were scaled from a map and have
 FG1280.an estimated accuracy of +/- 6 seconds.
 FG1280
 FG1280.The orthometric height was determined by differential leveling and
 FG1280.adjusted by the NATIONAL GEODETIC SURVEY
 FG1280.in September 2023.
 FG1280
 FG1280.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1280.GEOID18 height accuracy estimate available here.
 FG1280
 FG1280.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU381876(NAD 83)
 FG1280
 FG1280                          SUPERSEDED SURVEY CONTROL
 FG1280
 FG1280  NAVD 88 (06/15/91)  178.824  (m)          586.69   (f) SUPERSEDED  2 0
 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
 FG1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1280.See file dsdata.pdf to determine how the superseded data were derived.
 FG1280
 FG1280_MARKER: DB = BENCH MARK DISK
 FG1280_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG1280_STAMPING: J 46 1934 586.485
 FG1280_MARK LOGO: CGS
 FG1280_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG1280_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FG1280+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2016
 FG1280
 FG1280  HISTORY     - Date     Condition        Report By
 FG1280  HISTORY     - 1934     MONUMENTED       CGS
 FG1280  HISTORY     - 1964     GOOD             CGS
 FG1280  HISTORY     - 20091110 GOOD             AIRDAT
 FG1280  HISTORY     - 20160307 GOOD             ARHD
 FG1280
 FG1280                          STATION DESCRIPTION
 FG1280
 FG1280'DESCRIBED BY COAST AND 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.
 FG1280
 FG1280                          STATION RECOVERY (2009)
 FG1280
 FG1280'RECOVERY NOTE BY AERIAL DATA SERVICE INCORPORATED 2009 (JJH)
 FG1280'RECOVERED IN GOOD CONDITION.
 FG1280
 FG1280                          STATION RECOVERY (2016)
 FG1280
 FG1280'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (WDA)
 FG1280'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0048 ***********************************************************************
 FG0048  DESIGNATION -  J 48
 FG0048  PID         -  FG0048
 FG0048  STATE/COUNTY-  AR/VAN BUREN
 FG0048  COUNTRY     -  US
 FG0048  USGS QUAD   -  CLINTON (2017)
 FG0048
 FG0048                         *CURRENT SURVEY CONTROL
 FG0048  ______________________________________________________________________
 FG0048* NAD 83(1986) POSITION- 35 37 29.     (N) 092 23 11.     (W)   SCALED
 FG0048* NAVD 88 ORTHO HEIGHT -   255.410 (meters)      837.96  (feet) ADJUSTED
 FG0048  ______________________________________________________________________
 FG0048  GEOID HEIGHT    -        -27.825 (meters)                     GEOID18
 FG0048  DYNAMIC HEIGHT  -        255.178 (meters)      837.20  (feet) COMP
 FG0048  MODELED GRAVITY -    979,719.6   (mgal)                       NAVD 88
 FG0048
 FG0048  VERT ORDER      -  SECOND    CLASS 0
 FG0048
 FG0048.The horizontal coordinates were scaled from a map and have
 FG0048.an estimated accuracy of +/- 6 seconds.
 FG0048
 FG0048.The orthometric height was determined by differential leveling and
 FG0048.adjusted by the NATIONAL GEODETIC SURVEY
 FG0048.in June 1991.
 FG0048
 FG0048.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0048.GEOID18 height accuracy estimate available here.
 FG0048
 FG0048.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV555424(NAD 83)
 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
 FG0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0048.See file dsdata.pdf to determine how the superseded data were derived.
 FG0048
 FG0048_MARKER: DB = BENCH MARK DISK
 FG0048_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0048_STAMPING: J 48 1934
 FG0048_MARK LOGO: CGS
 FG0048_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0352 ***********************************************************************
 FG0352  DESIGNATION -  J 49
 FG0352  PID         -  FG0352
 FG0352  STATE/COUNTY-  AR/CONWAY
 FG0352  COUNTRY     -  US
 FG0352  USGS QUAD   -  MORRILTON EAST (2017)
 FG0352
 FG0352                         *CURRENT SURVEY CONTROL
 FG0352  ______________________________________________________________________
 FG0352* NAD 83(1986) POSITION- 35 12 50.51   (N) 092 44 03.99   (W)   HD_HELD1
 FG0352* NAVD 88 ORTHO HEIGHT -   105.321 (meters)      345.54  (feet) ADJUSTED
 FG0352  ______________________________________________________________________
 FG0352  GEOID HEIGHT    -        -28.597 (meters)                     GEOID18
 FG0352  DYNAMIC HEIGHT  -        105.221 (meters)      345.21  (feet) COMP
 FG0352  MODELED GRAVITY -    979,691.6   (mgal)                       NAVD 88
 FG0352
 FG0352  VERT ORDER      -  SECOND    CLASS 0
 FG0352
 FG0352.The horizontal coordinates were determined by differentially corrected
 FG0352.hand held GPS observations or other comparable positioning techniques
 FG0352.and have an estimated accuracy of +/- 3 meters.
 FG0352
 FG0352.The orthometric height was determined by differential leveling and
 FG0352.adjusted by the NATIONAL GEODETIC SURVEY
 FG0352.in June 1991.
 FG0352
 FG0352.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0352.GEOID18 height accuracy estimate available here.
 FG0352
 FG0352.Click photographs - Photos may exist for this station.
 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     -    97,955.2     333,132.7     MT  (+/- 3 meters HH1 GPS) 
 FG0352
 FG0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU2416996810(NAD 83)
 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
 FG0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0352.See file dsdata.pdf to determine how the superseded data were derived.
 FG0352
 FG0352_MARKER: DB = BENCH MARK DISK
 FG0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0352_STAMPING: J 49 1934
 FG0352_MARK LOGO: CGS
 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             CGS
 FG0352  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG0352
 FG0352                          STATION DESCRIPTION
 FG0352
 FG0352'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 GF0473 ***********************************************************************
 GF0473  DESIGNATION -  J 51
 GF0473  PID         -  GF0473
 GF0473  STATE/COUNTY-  AR/MADISON
 GF0473  COUNTRY     -  US
 GF0473  USGS QUAD   -  HUNTSVILLE (2017)
 GF0473
 GF0473                         *CURRENT SURVEY CONTROL
 GF0473  ______________________________________________________________________
 GF0473* NAD 83(1986) POSITION- 36 01 11.76   (N) 093 42 38.68   (W)   HD_HELD1
 GF0473* NAVD 88 ORTHO HEIGHT -   404.892 (meters)     1328.38  (feet) ADJUSTED
 GF0473  ______________________________________________________________________
 GF0473  GEOID HEIGHT    -        -27.968 (meters)                     GEOID18
 GF0473  DYNAMIC HEIGHT  -        404.519 (meters)     1327.16  (feet) COMP
 GF0473  MODELED GRAVITY -    979,701.1   (mgal)                       NAVD 88
 GF0473
 GF0473  VERT ORDER      -  SECOND    CLASS 0
 GF0473
 GF0473.The horizontal coordinates were determined by differentially corrected
 GF0473.hand held GPS observations or other comparable positioning techniques
 GF0473.and have an estimated accuracy of +/- 3 meters.
 GF0473
 GF0473.The orthometric height was determined by differential leveling and
 GF0473.adjusted by the NATIONAL GEODETIC SURVEY
 GF0473.in June 1991.
 GF0473
 GF0473.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0473.GEOID18 height accuracy estimate available here.
 GF0473
 GF0473.Click photographs - Photos may exist for this station.
 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     -   188,456.8     245,805.0     MT  (+/- 3 meters HH1 GPS) 
 GF0473
 GF0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV3595786392(NAD 83)
 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
 GF0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0473.See file dsdata.pdf to determine how the superseded data were derived.
 GF0473
 GF0473_MARKER: DB = BENCH MARK DISK
 GF0473_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GF0473_STAMPING: J 51 1934
 GF0473_MARK LOGO: CGS
 GF0473_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0473_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GF0473+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2025
 GF0473
 GF0473  HISTORY     - Date     Condition        Report By
 GF0473  HISTORY     - 1934     MONUMENTED       CGS
 GF0473  HISTORY     - 1935     GOOD             CGS
 GF0473  HISTORY     - 1973     MARK NOT FOUND   USGS
 GF0473  HISTORY     - 20120910 GOOD             ARHD
 GF0473  HISTORY     - 20250730 GOOD             ARHD
 GF0473
 GF0473                          STATION DESCRIPTION
 GF0473
 GF0473'DESCRIBED BY COAST AND 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.
 GF0473
 GF0473                          STATION RECOVERY (2012)
 GF0473
 GF0473'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (AMC)
 GF0473'RECOVERED IN GOOD CONDITION.
 GF0473
 GF0473                          STATION RECOVERY (2025)
 GF0473
 GF0473'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2025 (JH)
 GF0473'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1322 ***********************************************************************
 FG1322  DESIGNATION -  J 52
 FG1322  PID         -  FG1322
 FG1322  STATE/COUNTY-  AR/WASHINGTON
 FG1322  COUNTRY     -  US
 FG1322  USGS QUAD   -  DURHAM (2017)
 FG1322
 FG1322                         *CURRENT SURVEY CONTROL
 FG1322  ______________________________________________________________________
 FG1322* NAD 83(1986) POSITION- 35 56 16.     (N) 093 57 59.     (W)   SCALED
 FG1322* NAVD 88 ORTHO HEIGHT -   382.133 (meters)     1253.71  (feet) ADJUSTED
 FG1322  ______________________________________________________________________
 FG1322  GEOID HEIGHT    -        -28.020 (meters)                     GEOID18
 FG1322  DYNAMIC HEIGHT  -        381.781 (meters)     1252.56  (feet) COMP
 FG1322  MODELED GRAVITY -    979,700.1   (mgal)                       NAVD 88
 FG1322
 FG1322  VERT ORDER      -  SECOND    CLASS 0
 FG1322
 FG1322.The horizontal coordinates were scaled from a map and have
 FG1322.an estimated accuracy of +/- 6 seconds.
 FG1322
 FG1322.The orthometric height was determined by differential leveling and
 FG1322.adjusted by the NATIONAL GEODETIC SURVEY
 FG1322.in June 1991.
 FG1322
 FG1322.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1322.GEOID18 height accuracy estimate available here.
 FG1322
 FG1322.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV128774(NAD 83)
 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
 FG1322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1322.See file dsdata.pdf to determine how the superseded data were derived.
 FG1322
 FG1322_MARKER: DB = BENCH MARK DISK
 FG1322_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG1322_STAMPING: J 52 1934
 FG1322_MARK LOGO: CGS
 FG1322_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG1322
 FG1322  HISTORY     - Date     Condition        Report By
 FG1322  HISTORY     - 1934     MONUMENTED       CGS
 FG1322  HISTORY     - 1960     GOOD             CGS
 FG1322  HISTORY     - 19850315 MARK NOT FOUND   USGS
 FG1322  HISTORY     - 19981031 MARK NOT FOUND   USPSQD
 FG1322
 FG1322                          STATION DESCRIPTION
 FG1322
 FG1322'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0201 ***********************************************************************
 EJ0201  DESIGNATION -  J 53
 EJ0201  PID         -  EJ0201
 EJ0201  STATE/COUNTY-  AR/PULASKI
 EJ0201  COUNTRY     -  US
 EJ0201  USGS QUAD   -  MCALMONT (2017)
 EJ0201
 EJ0201                         *CURRENT SURVEY CONTROL
 EJ0201  ______________________________________________________________________
 EJ0201* NAD 83(1986) POSITION- 34 45 45.     (N) 092 14 43.     (W)   SCALED
 EJ0201* NAVD 88 ORTHO HEIGHT -    77.563 (meters)      254.47  (feet) ADJUSTED
 EJ0201  ______________________________________________________________________
 EJ0201  GEOID HEIGHT    -        -26.685 (meters)                     GEOID18
 EJ0201  DYNAMIC HEIGHT  -         77.492 (meters)      254.24  (feet) COMP
 EJ0201  MODELED GRAVITY -    979,712.3   (mgal)                       NAVD 88
 EJ0201
 EJ0201  VERT ORDER      -  SECOND    CLASS 0
 EJ0201
 EJ0201.The horizontal coordinates were scaled from a map and have
 EJ0201.an estimated accuracy of +/- 6 seconds.
 EJ0201
 EJ0201.The orthometric height was determined by differential leveling and
 EJ0201.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0201.in June 1991.
 EJ0201
 EJ0201.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0201.GEOID18 height accuracy estimate available here.
 EJ0201
 EJ0201.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU690469(NAD 83)
 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
 EJ0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0201.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0201
 EJ0201_MARKER: DB = BENCH MARK DISK
 EJ0201_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EJ0201_SP_SET: FOUNDATION
 EJ0201_STAMPING: J 53 1934
 EJ0201_MARK LOGO: CGS
 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             CGS
 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EH1680 ***********************************************************************
 EH1680  DESIGNATION -  J 54
 EH1680  PID         -  EH1680
 EH1680  STATE/COUNTY-  AR/JEFFERSON
 EH1680  COUNTRY     -  US
 EH1680  USGS QUAD   -  ROB ROY (2017)
 EH1680
 EH1680                         *CURRENT SURVEY CONTROL
 EH1680  ______________________________________________________________________
 EH1680* NAD 83(1986) POSITION- 34 16 47.     (N) 091 53 52.     (W)   SCALED
 EH1680* NAVD 88 ORTHO HEIGHT -    63.638 (meters)      208.79  (feet) ADJUSTED
 EH1680  ______________________________________________________________________
 EH1680  GEOID HEIGHT    -        -26.064 (meters)                     GEOID18
 EH1680  DYNAMIC HEIGHT  -         63.576 (meters)      208.58  (feet) COMP
 EH1680  MODELED GRAVITY -    979,668.5   (mgal)                       NAVD 88
 EH1680
 EH1680  VERT ORDER      -  SECOND    CLASS 0
 EH1680
 EH1680.The horizontal coordinates were scaled from a map and have
 EH1680.an estimated accuracy of +/- 6 seconds.
 EH1680
 EH1680.The orthometric height was determined by differential leveling and
 EH1680.adjusted by the NATIONAL GEODETIC SURVEY
 EH1680.in June 1991.
 EH1680
 EH1680.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1680.GEOID18 height accuracy estimate available here.
 EH1680
 EH1680.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT014937(NAD 83)
 EH1680
 EH1680                          SUPERSEDED SURVEY CONTROL
 EH1680
 EH1680  NGVD 29 (11/26/84)   63.668  (m)          208.88   (f) ADJUSTED    2 0
 EH1680
 EH1680.Superseded values are not recommended for survey control.
 EH1680
 EH1680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1680.See file dsdata.pdf to determine how the superseded data were derived.
 EH1680
 EH1680_MARKER: DB = BENCH MARK DISK
 EH1680_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EH1680_STAMPING: J 54 1934
 EH1680_MARK LOGO: CGS
 EH1680_PROJECTION: FLUSH
 EH1680_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH0641 ***********************************************************************
 EH0641  DESIGNATION -  J 56
 EH0641  PID         -  EH0641
 EH0641  STATE/COUNTY-  AR/PHILLIPS
 EH0641  COUNTRY     -  US
 EH0641  USGS QUAD   -  WATKINS CORNER (2017)
 EH0641
 EH0641                         *CURRENT SURVEY CONTROL
 EH0641  ______________________________________________________________________
 EH0641* NAD 83(1986) POSITION- 34 28 58.     (N) 090 57 21.     (W)   SCALED
 EH0641* NAVD 88 ORTHO HEIGHT -    54.336 (meters)      178.27  (feet) ADJUSTED
 EH0641  ______________________________________________________________________
 EH0641  GEOID HEIGHT    -        -26.918 (meters)                     GEOID18
 EH0641  DYNAMIC HEIGHT  -         54.283 (meters)      178.09  (feet) COMP
 EH0641  MODELED GRAVITY -    979,668.6   (mgal)                       NAVD 88
 EH0641
 EH0641  VERT ORDER      -  SECOND    CLASS 0
 EH0641
 EH0641.The horizontal coordinates were scaled from a map and have
 EH0641.an estimated accuracy of +/- 6 seconds.
 EH0641
 EH0641.The orthometric height was determined by differential leveling and
 EH0641.adjusted by the NATIONAL GEODETIC SURVEY
 EH0641.in August 1993.
 EH0641
 EH0641.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0641.GEOID18 height accuracy estimate available here.
 EH0641
 EH0641.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU877175(NAD 83)
 EH0641
 EH0641                          SUPERSEDED SURVEY CONTROL
 EH0641
 EH0641  NAVD 88 (06/15/91)   54.330  (m)          178.25   (f) SUPERSEDED  2 0
 EH0641  NGVD 29 (11/26/84)   54.368  (m)          178.37   (f) ADJUSTED    2 0
 EH0641
 EH0641.Superseded values are not recommended for survey control.
 EH0641
 EH0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0641.See file dsdata.pdf to determine how the superseded data were derived.
 EH0641
 EH0641_MARKER: DB = BENCH MARK DISK
 EH0641_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EH0641_STAMPING: J 56 1935
 EH0641_MARK LOGO: CGS
 EH0641_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1354 ***********************************************************************
 EH1354  DESIGNATION -  J 57
 EH1354  PID         -  EH1354
 EH1354  STATE/COUNTY-  AR/ARKANSAS
 EH1354  COUNTRY     -  US
 EH1354  USGS QUAD   -  DE WITT SW (2017)
 EH1354
 EH1354                         *CURRENT SURVEY CONTROL
 EH1354  ______________________________________________________________________
 EH1354* NAD 83(1986) POSITION- 34 19 39.     (N) 091 24 37.     (W)   SCALED
 EH1354* NAVD 88 ORTHO HEIGHT -    61.249 (meters)      200.95  (feet) ADJUSTED
 EH1354  ______________________________________________________________________
 EH1354  GEOID HEIGHT    -        -26.411 (meters)                     GEOID18
 EH1354  DYNAMIC HEIGHT  -         61.190 (meters)      200.75  (feet) COMP
 EH1354  MODELED GRAVITY -    979,668.5   (mgal)                       NAVD 88
 EH1354
 EH1354  VERT ORDER      -  FIRST     CLASS II
 EH1354
 EH1354.The horizontal coordinates were scaled from a map and have
 EH1354.an estimated accuracy of +/- 6 seconds.
 EH1354
 EH1354.The orthometric height was determined by differential leveling and
 EH1354.adjusted by the NATIONAL GEODETIC SURVEY
 EH1354.in August 1993.
 EH1354
 EH1354.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1354.GEOID18 height accuracy estimate available here.
 EH1354
 EH1354.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT462996(NAD 83)
 EH1354
 EH1354                          SUPERSEDED SURVEY CONTROL
 EH1354
 EH1354  NAVD 88 (06/15/91)   61.311  (m)          201.15   (f) SUPERSEDED  1 2
 EH1354  NGVD 29 (11/26/84)   61.318  (m)          201.17   (f) ADJUSTED    1 2
 EH1354
 EH1354.Superseded values are not recommended for survey control.
 EH1354
 EH1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1354.See file dsdata.pdf to determine how the superseded data were derived.
 EH1354
 EH1354_MARKER: DB = BENCH MARK DISK
 EH1354_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EH1354_STAMPING: J 57 1935
 EH1354_MARK LOGO: CGS
 EH1354_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EK0037 ***********************************************************************
 EK0037  DESIGNATION -  J 58
 EK0037  PID         -  EK0037
 EK0037  STATE/COUNTY-  AR/POLK
 EK0037  COUNTRY     -  US
 EK0037  USGS QUAD   -  RICH MOUNTAIN (2017)
 EK0037
 EK0037                         *CURRENT SURVEY CONTROL
 EK0037  ______________________________________________________________________
 EK0037* NAD 83(1986) POSITION- 34 39 59.     (N) 094 16 05.     (W)   SCALED
 EK0037* NAVD 88 ORTHO HEIGHT -   408.213 (meters)     1339.28  (feet) ADJUSTED
 EK0037  ______________________________________________________________________
 EK0037  GEOID HEIGHT    -        -30.467 (meters)                     GEOID18
 EK0037  DYNAMIC HEIGHT  -        407.767 (meters)     1337.82  (feet) COMP
 EK0037  MODELED GRAVITY -    979,530.3   (mgal)                       NAVD 88
 EK0037
 EK0037  VERT ORDER      -  SECOND    CLASS 0
 EK0037
 EK0037.The horizontal coordinates were scaled from a map and have
 EK0037.an estimated accuracy of +/- 6 seconds.
 EK0037
 EK0037.The orthometric height was determined by differential leveling and
 EK0037.adjusted by the NATIONAL GEODETIC SURVEY
 EK0037.in June 1991.
 EK0037
 EK0037.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0037.GEOID18 height accuracy estimate available here.
 EK0037
 EK0037.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU838367(NAD 83)
 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
 EK0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0037.See file dsdata.pdf to determine how the superseded data were derived.
 EK0037
 EK0037_MARKER: DB = BENCH MARK DISK
 EK0037_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EK0037_SP_SET: ABUTMENT
 EK0037_STAMPING: J 58 1934
 EK0037_MARK LOGO: CGS
 EK0037_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0037
 EK0037  HISTORY     - Date     Condition        Report By
 EK0037  HISTORY     - 1934     MONUMENTED       CGS
 EK0037  HISTORY     - 1961     GOOD             CGS
 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 COAST AND GEODETIC SURVEY 1961
 EK0037'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1315 ***********************************************************************
 EJ1315  DESIGNATION -  J 59
 EJ1315  PID         -  EJ1315
 EJ1315  STATE/COUNTY-  AR/HOT SPRING
 EJ1315  COUNTRY     -  US
 EJ1315  USGS QUAD   -  PEARCY (2017)
 EJ1315
 EJ1315                         *CURRENT SURVEY CONTROL
 EJ1315  ______________________________________________________________________
 EJ1315* NAD 83(1986) POSITION- 34 23 45.     (N) 093 20 59.     (W)   SCALED
 EJ1315* NAVD 88 ORTHO HEIGHT -   220.484 (meters)      723.37  (feet) ADJUSTED
 EJ1315  ______________________________________________________________________
 EJ1315  GEOID HEIGHT    -        -27.608 (meters)                     GEOID18
 EJ1315  DYNAMIC HEIGHT  -        220.262 (meters)      722.64  (feet) COMP
 EJ1315  MODELED GRAVITY -    979,626.1   (mgal)                       NAVD 88
 EJ1315
 EJ1315  VERT ORDER      -  SECOND    CLASS 0
 EJ1315
 EJ1315.The horizontal coordinates were scaled from a map and have
 EJ1315.an estimated accuracy of +/- 6 seconds.
 EJ1315
 EJ1315.The orthometric height was determined by differential leveling and
 EJ1315.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1315.in June 1991.
 EJ1315
 EJ1315.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1315.GEOID18 height accuracy estimate available here.
 EJ1315
 EJ1315.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU678061(NAD 83)
 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
 EJ1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1315.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1315
 EJ1315_MARKER: DB = BENCH MARK DISK
 EJ1315_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ1315_STAMPING: J 59 1934
 EJ1315_MARK LOGO: CGS
 EJ1315_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1315
 EJ1315  HISTORY     - Date     Condition        Report By
 EJ1315  HISTORY     - 1934     MONUMENTED       CGS
 EJ1315  HISTORY     - 1935     GOOD             CGS
 EJ1315
 EJ1315                          STATION DESCRIPTION
 EJ1315
 EJ1315'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 GF0108 ***********************************************************************
 GF0108  DESIGNATION -  J 6
 GF0108  PID         -  GF0108
 GF0108  STATE/COUNTY-  AR/BOONE
 GF0108  COUNTRY     -  US
 GF0108  USGS QUAD   -  EVERTON (2017)
 GF0108
 GF0108                         *CURRENT SURVEY CONTROL
 GF0108  ______________________________________________________________________
 GF0108* NAD 83(1986) POSITION- 36 11 21.55   (N) 092 57 55.64   (W)   HD_HELD1
 GF0108* NAVD 88 ORTHO HEIGHT -   308.882 (meters)     1013.39  (feet) ADJUSTED
 GF0108  ______________________________________________________________________
 GF0108  GEOID HEIGHT    -        -28.331 (meters)                     GEOID18
 GF0108  DYNAMIC HEIGHT  -        308.607 (meters)     1012.49  (feet) COMP
 GF0108  MODELED GRAVITY -    979,734.2   (mgal)                       NAVD 88
 GF0108
 GF0108  VERT ORDER      -  FIRST     CLASS II
 GF0108
 GF0108.The horizontal coordinates were determined by differentially corrected
 GF0108.hand held GPS observations or other comparable positioning techniques
 GF0108.and have an estimated accuracy of +/- 3 meters.
 GF0108
 GF0108.The orthometric height was determined by differential leveling and
 GF0108.adjusted by the NATIONAL GEODETIC SURVEY
 GF0108.in June 1991.
 GF0108
 GF0108.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0108.GEOID18 height accuracy estimate available here.
 GF0108
 GF0108.Click photographs - Photos may exist for this station.
 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     -   206,337.8     313,161.6     MT  (+/- 3 meters HH1 GPS) 
 GF0108
 GF0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA0310504947(NAD 83)
 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
 GF0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0108.See file dsdata.pdf to determine how the superseded data were derived.
 GF0108
 GF0108_MARKER: DB = BENCH MARK DISK
 GF0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0108_STAMPING: J 6 1931
 GF0108_MARK LOGO: CGS
 GF0108_PROJECTION: RECESSED 3 CENTIMETERS
 GF0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0108+STABILITY: SURFACE MOTION
 GF0108_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0108+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2024
 GF0108
 GF0108  HISTORY     - Date     Condition        Report By
 GF0108  HISTORY     - 1931     MONUMENTED       CGS
 GF0108  HISTORY     - 20190715 GOOD             ARHD
 GF0108  HISTORY     - 20241028 GOOD             ARHD
 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
 GF0108
 GF0108                          STATION RECOVERY (2019)
 GF0108
 GF0108'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2019 (IXS)
 GF0108'THE MARK IS INSIDE A HAY FIELD, 90.7 FT (27.6 M) SOUTH OF OLD OLVEY
 GF0108'ROAD, 84.4 FT (25.7 M) EAST OF A FIELD ROAD AND 89.5 FT (27.3 M)
 GF0108'NORTHEAST OF A POWER POLE NEXT TO THE ROAD IN THE FIELD.
 GF0108
 GF0108                          STATION RECOVERY (2024)
 GF0108
 GF0108'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (MM)
 GF0108'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0910 ***********************************************************************
 FG0910  DESIGNATION -  J 6
 FG0910  PID         -  FG0910
 FG0910  STATE/COUNTY-  AR/NEWTON
 FG0910  COUNTRY     -  US
 FG0910  USGS QUAD   -  SWAIN (2017)
 FG0910
 FG0910                         *CURRENT SURVEY CONTROL
 FG0910  ______________________________________________________________________
 FG0910* NAD 83(1986) POSITION- 35 47 17.     (N) 093 15 18.     (W)   SCALED
 FG0910* NAVD 88 ORTHO HEIGHT -   293.436 (meters)      962.71  (feet) ADJUSTED
 FG0910  ______________________________________________________________________
 FG0910  GEOID HEIGHT    -        -28.132 (meters)                     GEOID18
 FG0910  DYNAMIC HEIGHT  -        293.153 (meters)      961.79  (feet) COMP
 FG0910  MODELED GRAVITY -    979,664.5   (mgal)                       NAVD 88
 FG0910
 FG0910  VERT ORDER      -  SECOND    CLASS 0
 FG0910
 FG0910.The horizontal coordinates were scaled from a map and have
 FG0910.an estimated accuracy of +/- 6 seconds.
 FG0910
 FG0910.The orthometric height was determined by differential leveling and
 FG0910.adjusted by the NATIONAL GEODETIC SURVEY
 FG0910.in June 1991.
 FG0910
 FG0910.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0910.GEOID18 height accuracy estimate available here.
 FG0910
 FG0910.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV769604(NAD 83)
 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
 FG0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0910.See file dsdata.pdf to determine how the superseded data were derived.
 FG0910
 FG0910_MARKER: DB = BENCH MARK DISK
 FG0910_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0910_STAMPING: J 6 1933 963
 FG0910_MARK LOGO: CGS
 FG0910_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0910
 FG0910  HISTORY     - Date     Condition        Report By
 FG0910  HISTORY     - 1933     MONUMENTED       CGS
 FG0910  HISTORY     - 1941     GOOD             CGS
 FG0910
 FG0910                          STATION DESCRIPTION
 FG0910
 FG0910'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EK0156 ***********************************************************************
 EK0156  DESIGNATION -  J 60
 EK0156  PID         -  EK0156
 EK0156  STATE/COUNTY-  AR/HOWARD
 EK0156  COUNTRY     -  US
 EK0156  USGS QUAD   -  DIERKS (2017)
 EK0156
 EK0156                         *CURRENT SURVEY CONTROL
 EK0156  ______________________________________________________________________
 EK0156* NAD 83(1986) POSITION- 34 06 15.     (N) 094 02 44.     (W)   SCALED
 EK0156* NAVD 88 ORTHO HEIGHT -   118.605 (meters)      389.12  (feet) ADJUSTED
 EK0156  ______________________________________________________________________
 EK0156  GEOID HEIGHT    -        -27.775 (meters)                     GEOID18
 EK0156  DYNAMIC HEIGHT  -        118.484 (meters)      388.73  (feet) COMP
 EK0156  MODELED GRAVITY -    979,619.0   (mgal)                       NAVD 88
 EK0156
 EK0156  VERT ORDER      -  SECOND    CLASS 0
 EK0156
 EK0156.The horizontal coordinates were scaled from a map and have
 EK0156.an estimated accuracy of +/- 6 seconds.
 EK0156
 EK0156.The orthometric height was determined by differential leveling and
 EK0156.adjusted by the NATIONAL GEODETIC SURVEY
 EK0156.in June 1991.
 EK0156
 EK0156.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0156.GEOID18 height accuracy estimate available here.
 EK0156
 EK0156.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT035741(NAD 83)
 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
 EK0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0156.See file dsdata.pdf to determine how the superseded data were derived.
 EK0156
 EK0156_MARKER: DB = BENCH MARK DISK
 EK0156_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EK0156_STAMPING: J 60 1934
 EK0156_MARK LOGO: CGS
 EK0156_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0156
 EK0156  HISTORY     - Date     Condition        Report By
 EK0156  HISTORY     - 1934     MONUMENTED       CGS
 EK0156  HISTORY     - 1962     GOOD             CGS
 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 COAST AND GEODETIC SURVEY 1962
 EK0156'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1326 ***********************************************************************
 EJ1326  DESIGNATION -  J 61
 EJ1326  PID         -  EJ1326
 EJ1326  STATE/COUNTY-  AR/PIKE
 EJ1326  COUNTRY     -  US
 EJ1326  USGS QUAD   -  MURFREESBORO (2017)
 EJ1326
 EJ1326                         *CURRENT SURVEY CONTROL
 EJ1326  ______________________________________________________________________
 EJ1326* NAD 83(1986) POSITION- 34 05 44.8    (N) 093 39 37.1    (W)   HD_HELD2
 EJ1326* NAVD 88 ORTHO HEIGHT -   156.423 (meters)      513.20  (feet) ADJUSTED
 EJ1326  ______________________________________________________________________
 EJ1326  GEOID HEIGHT    -        -27.330 (meters)                     GEOID18
 EJ1326  DYNAMIC HEIGHT  -        156.264 (meters)      512.68  (feet) COMP
 EJ1326  MODELED GRAVITY -    979,619.0   (mgal)                       NAVD 88
 EJ1326
 EJ1326  VERT ORDER      -  SECOND    CLASS 0
 EJ1326
 EJ1326.The horizontal coordinates were established by autonomous hand held GPS
 EJ1326.observations and have an estimated accuracy of +/- 10 meters.
 EJ1326
 EJ1326.The orthometric height was determined by differential leveling and
 EJ1326.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1326.in June 1991.
 EJ1326
 EJ1326.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1326.GEOID18 height accuracy estimate available here.
 EJ1326
 EJ1326.Click photographs - Photos may exist for this station.
 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     -   559,748.      246,805.      MT  (+/- 10 meters HH2 GPS)
 EJ1326
 EJ1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT3909072972(NAD 83)
 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
 EJ1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1326.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1326
 EJ1326_MARKER: DB = BENCH MARK DISK
 EJ1326_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ1326_STAMPING: J 61 1934
 EJ1326_MARK LOGO: CGS
 EJ1326_PROJECTION: FLUSH
 EJ1326_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1326_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EJ1326+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2017
 EJ1326
 EJ1326  HISTORY     - Date     Condition        Report By
 EJ1326  HISTORY     - 1934     MONUMENTED       CGS
 EJ1326  HISTORY     - 1962     GOOD             CGS
 EJ1326  HISTORY     - 20060925 GOOD             JCLS
 EJ1326  HISTORY     - 20110801 GOOD             GEOCAC
 EJ1326  HISTORY     - 20160317 GOOD             ARHD
 EJ1326  HISTORY     - 20171003 GOOD             ARHD
 EJ1326
 EJ1326                          STATION DESCRIPTION
 EJ1326
 EJ1326'DESCRIBED BY COAST AND 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.
 EJ1326
 EJ1326                          STATION RECOVERY (2011)
 EJ1326
 EJ1326'RECOVERY NOTE BY GEOCACHING 2011 (JA)
 EJ1326'RECOVERED IN GOOD CONDITION.
 EJ1326
 EJ1326                          STATION RECOVERY (2016)
 EJ1326
 EJ1326'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (RTH)
 EJ1326'RECOVERED IN GOOD CONDITION.
 EJ1326
 EJ1326                          STATION RECOVERY (2017)
 EJ1326
 EJ1326'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2017 (JDH)
 EJ1326'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL1019 ***********************************************************************
 DL1019  DESIGNATION -  J 62
 DL1019  PID         -  DL1019
 DL1019  STATE/COUNTY-  AR/HEMPSTEAD
 DL1019  COUNTRY     -  US
 DL1019  USGS QUAD   -  WASHINGTON (2017)
 DL1019
 DL1019                         *CURRENT SURVEY CONTROL
 DL1019  ______________________________________________________________________
 DL1019* NAD 83(1986) POSITION- 33 50 51.     (N) 093 43 07.     (W)   SCALED
 DL1019* NAVD 88 ORTHO HEIGHT -   116.402 (meters)      381.90  (feet) ADJUSTED
 DL1019  ______________________________________________________________________
 DL1019  GEOID HEIGHT    -        -27.076 (meters)                     GEOID18
 DL1019  DYNAMIC HEIGHT  -        116.283 (meters)      381.51  (feet) COMP
 DL1019  MODELED GRAVITY -    979,610.9   (mgal)                       NAVD 88
 DL1019
 DL1019  VERT ORDER      -  SECOND    CLASS 0
 DL1019
 DL1019.The horizontal coordinates were scaled from a map and have
 DL1019.an estimated accuracy of +/- 6 seconds.
 DL1019
 DL1019.The orthometric height was determined by differential leveling and
 DL1019.adjusted by the NATIONAL GEODETIC SURVEY
 DL1019.in June 1991.
 DL1019
 DL1019.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1019.GEOID18 height accuracy estimate available here.
 DL1019
 DL1019.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT335454(NAD 83)
 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
 DL1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1019.See file dsdata.pdf to determine how the superseded data were derived.
 DL1019
 DL1019_MARKER: DB = BENCH MARK DISK
 DL1019_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DL1019_STAMPING: J 62 1934
 DL1019_MARK LOGO: CGS
 DL1019_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL1019
 DL1019  HISTORY     - Date     Condition        Report By
 DL1019  HISTORY     - 1934     MONUMENTED       CGS
 DL1019  HISTORY     - 1962     GOOD             CGS
 DL1019
 DL1019                          STATION DESCRIPTION
 DL1019
 DL1019'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 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 = MARCH 20, 2026 22:17:28 EDT
 DL0571 ***********************************************************************
 DL0571  DESIGNATION -  J 63
 DL0571  PID         -  DL0571
 DL0571  STATE/COUNTY-  AR/LAFAYETTE
 DL0571  COUNTRY     -  US
 DL0571  USGS QUAD   -  BUCKNER (2017)
 DL0571
 DL0571                         *CURRENT SURVEY CONTROL
 DL0571  ______________________________________________________________________
 DL0571* NAD 83(1997) POSITION- 33 21 49.65758(N) 093 29 39.90274(W)   ADJUSTED
 DL0571* NAVD 88 ORTHO HEIGHT -    97.487 (meters)      319.84  (feet) ADJUSTED
 DL0571  ______________________________________________________________________
 DL0571  GEOID HEIGHT    -        -26.682 (meters)                     GEOID18
 DL0571  LAPLACE CORR    -          0.88  (seconds)                    DEFLEC18
 DL0571  DYNAMIC HEIGHT  -         97.383 (meters)      319.50  (feet) COMP
 DL0571  MODELED GRAVITY -    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 and
 DL0571.adjusted by the NATIONAL GEODETIC SURVEY
 DL0571.in June 1991.
 DL0571
 DL0571.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0571.GEOID18 height accuracy estimate available here.
 DL0571
 DL0571.Click photographs - Photos may exist for this station.
 DL0571
 DL0571.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS5400391727(NAD 83)
 DL0571
 DL0571                          SUPERSEDED SURVEY CONTROL
 DL0571
 DL0571  NAD 83(1993)-  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  NGVD 29              97.52   (m)          319.9    (f) LEVELING    3  
 DL0571
 DL0571.Superseded values are not recommended for survey control.
 DL0571
 DL0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0571.See file dsdata.pdf to determine how the superseded data were derived.
 DL0571
 DL0571_MARKER: DB = BENCH MARK DISK
 DL0571_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL0571_SP_SET: TOWER FOOTING
 DL0571_STAMPING: J 63 1934
 DL0571_MARK LOGO: CGS
 DL0571_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0571_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL0571+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2011
 DL0571
 DL0571  HISTORY     - Date     Condition        Report By
 DL0571  HISTORY     - 1934     MONUMENTED       CGS
 DL0571  HISTORY     - 1960     GOOD             CGS
 DL0571  HISTORY     - 20110921 GOOD             ARHD
 DL0571
 DL0571                          STATION DESCRIPTION
 DL0571
 DL0571'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DL0571'SEE STATION STAMPS.
 DL0571
 DL0571                          STATION RECOVERY (1960)
 DL0571
 DL0571'RECOVERY NOTE BY COAST AND 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.
 DL0571
 DL0571                          STATION RECOVERY (2011)
 DL0571
 DL0571'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (AMC)
 DL0571'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0453 ***********************************************************************
 DL0453  DESIGNATION -  J 64
 DL0453  PID         -  DL0453
 DL0453  STATE/COUNTY-  AR/NEVADA
 DL0453  COUNTRY     -  US
 DL0453  USGS QUAD   -  EMMET (2017)
 DL0453
 DL0453                         *CURRENT SURVEY CONTROL
 DL0453  ______________________________________________________________________
 DL0453* NAD 83(1986) POSITION- 33 43 41.     (N) 093 28 27.     (W)   SCALED
 DL0453* NAVD 88 ORTHO HEIGHT -    90.452 (meters)      296.76  (feet) ADJUSTED
 DL0453  ______________________________________________________________________
 DL0453  GEOID HEIGHT    -        -26.896 (meters)                     GEOID18
 DL0453  DYNAMIC HEIGHT  -         90.357 (meters)      296.45  (feet) COMP
 DL0453  MODELED GRAVITY -    979,592.3   (mgal)                       NAVD 88
 DL0453
 DL0453  VERT ORDER      -  SECOND    CLASS 0
 DL0453
 DL0453.The horizontal coordinates were scaled from a map and have
 DL0453.an estimated accuracy of +/- 6 seconds.
 DL0453
 DL0453.The orthometric height was determined by differential leveling and
 DL0453.adjusted by the NATIONAL GEODETIC SURVEY
 DL0453.in June 1991.
 DL0453
 DL0453.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0453.GEOID18 height accuracy estimate available here.
 DL0453
 DL0453.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT560321(NAD 83)
 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
 DL0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0453.See file dsdata.pdf to determine how the superseded data were derived.
 DL0453
 DL0453_MARKER: DB = BENCH MARK DISK
 DL0453_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DL0453_STAMPING: J 64 1935
 DL0453_MARK LOGO: CGS
 DL0453_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0453
 DL0453  HISTORY     - Date     Condition        Report By
 DL0453  HISTORY     - 1935     MONUMENTED       CGS
 DL0453  HISTORY     - 1963     POOR             CGS
 DL0453  HISTORY     - 20160315 MARK NOT FOUND   ARHD
 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 COAST AND GEODETIC SURVEY 1963
 DL0453'MARK RECOVERED IN POOR CONDITION.
 DL0453
 DL0453                          STATION RECOVERY (2016)
 DL0453
 DL0453'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (BAB)
 DL0453'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0475 ***********************************************************************
 FG0475  DESIGNATION -  J 67
 FG0475  PID         -  FG0475
 FG0475  STATE/COUNTY-  AR/POPE
 FG0475  COUNTRY     -  US
 FG0475  USGS QUAD   -  HATTIEVILLE (2017)
 FG0475
 FG0475                         *CURRENT SURVEY CONTROL
 FG0475  ______________________________________________________________________
 FG0475* NAD 83(1986) POSITION- 35 20 44.83   (N) 092 52 04.50   (W)   HD_HELD1
 FG0475* NAVD 88 ORTHO HEIGHT -   106.538 (meters)      349.53  (feet) ADJUSTED
 FG0475  ______________________________________________________________________
 FG0475  GEOID HEIGHT    -        -28.701 (meters)                     GEOID18
 FG0475  DYNAMIC HEIGHT  -        106.439 (meters)      349.21  (feet) COMP
 FG0475  MODELED GRAVITY -    979,701.6   (mgal)                       NAVD 88
 FG0475
 FG0475  VERT ORDER      -  SECOND    CLASS 0
 FG0475
 FG0475.The horizontal coordinates were determined by differentially corrected
 FG0475.hand held GPS observations or other comparable positioning techniques
 FG0475.and have an estimated accuracy of +/- 3 meters.
 FG0475
 FG0475.The orthometric height was determined by differential leveling and
 FG0475.adjusted by the NATIONAL GEODETIC SURVEY
 FG0475.in June 1991.
 FG0475
 FG0475.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0475.GEOID18 height accuracy estimate available here.
 FG0475
 FG0475.Click photographs - Photos may exist for this station.
 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     -   112,670.5     321,109.6     MT  (+/- 3 meters HH1 GPS) 
 FG0475
 FG0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV1200111398(NAD 83)
 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
 FG0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0475.See file dsdata.pdf to determine how the superseded data were derived.
 FG0475
 FG0475_MARKER: DB = BENCH MARK DISK
 FG0475_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0475_STAMPING: J 67 1935
 FG0475_MARK LOGO: CGS
 FG0475_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0106 ***********************************************************************
 FG0106  DESIGNATION -  J 69
 FG0106  PID         -  FG0106
 FG0106  STATE/COUNTY-  AR/WHITE
 FG0106  COUNTRY     -  US
 FG0106  USGS QUAD   -  MOUNTAIN SPRINGS (2017)
 FG0106
 FG0106                         *CURRENT SURVEY CONTROL
 FG0106  ______________________________________________________________________
 FG0106* NAD 83(1986) POSITION- 35 06 35.26   (N) 092 05 42.75   (W)   HD_HELD1
 FG0106* NAVD 88 ORTHO HEIGHT -    87.204 (meters)      286.10  (feet) ADJUSTED
 FG0106  ______________________________________________________________________
 FG0106  GEOID HEIGHT    -        -27.530 (meters)                     GEOID18
 FG0106  DYNAMIC HEIGHT  -         87.123 (meters)      285.84  (feet) COMP
 FG0106  MODELED GRAVITY -    979,705.1   (mgal)                       NAVD 88
 FG0106
 FG0106  VERT ORDER      -  SECOND    CLASS 0
 FG0106
 FG0106.The horizontal coordinates were determined by differentially corrected
 FG0106.hand held GPS observations or other comparable positioning techniques
 FG0106.and have an estimated accuracy of +/- 3 meters.
 FG0106
 FG0106.The orthometric height was determined by differential leveling and
 FG0106.adjusted by the NATIONAL GEODETIC SURVEY
 FG0106.in June 1991.
 FG0106
 FG0106.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0106.GEOID18 height accuracy estimate available here.
 FG0106
 FG0106.Click photographs - Photos may exist for this station.
 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     -    86,146.1     391,320.5     MT  (+/- 3 meters HH1 GPS) 
 FG0106
 FG0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU8245485593(NAD 83)
 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
 FG0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0106.See file dsdata.pdf to determine how the superseded data were derived.
 FG0106
 FG0106_MARKER: DB = BENCH MARK DISK
 FG0106_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0106_STAMPING: J 69 1934
 FG0106_MARK LOGO: CGS
 FG0106_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0106
 FG0106  HISTORY     - Date     Condition        Report By
 FG0106  HISTORY     - 1934     MONUMENTED       CGS
 FG0106  HISTORY     - 1961     MARK NOT FOUND   CGS
 FG0106  HISTORY     - 20050317 MARK NOT FOUND   ARHD
 FG0106  HISTORY     - 20110719 MARK NOT FOUND   ARHD
 FG0106
 FG0106                          STATION DESCRIPTION
 FG0106
 FG0106'DESCRIBED BY COAST AND 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 DEPARTMENT OF TRANSPORTATION 2005 (VJB)
 FG0106'MARK NOT FOUND.
 FG0106
 FG0106                          STATION RECOVERY (2011)
 FG0106
 FG0106'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (SES)
 FG0106'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0034 ***********************************************************************
 FG0034  DESIGNATION -  J 7
 FG0034  PID         -  FG0034
 FG0034  STATE/COUNTY-  AR/STONE
 FG0034  COUNTRY     -  US
 FG0034  USGS QUAD   -  FOX (2017)
 FG0034
 FG0034                         *CURRENT SURVEY CONTROL
 FG0034  ______________________________________________________________________
 FG0034* NAD 83(1986) POSITION- 35 45 02.     (N) 092 20 42.     (W)   SCALED
 FG0034* NAVD 88 ORTHO HEIGHT -   194.558 (meters)      638.31  (feet) ADJUSTED
 FG0034  ______________________________________________________________________
 FG0034  GEOID HEIGHT    -        -27.773 (meters)                     GEOID18
 FG0034  DYNAMIC HEIGHT  -        194.375 (meters)      637.71  (feet) COMP
 FG0034  MODELED GRAVITY -    979,686.2   (mgal)                       NAVD 88
 FG0034
 FG0034  VERT ORDER      -  FIRST     CLASS II
 FG0034
 FG0034.The horizontal coordinates were scaled from a map and have
 FG0034.an estimated accuracy of +/- 6 seconds.
 FG0034
 FG0034.The orthometric height was determined by differential leveling and
 FG0034.adjusted by the NATIONAL GEODETIC SURVEY
 FG0034.in June 1991.
 FG0034
 FG0034.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0034.GEOID18 height accuracy estimate available here.
 FG0034
 FG0034.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV592564(NAD 83)
 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
 FG0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0034.See file dsdata.pdf to determine how the superseded data were derived.
 FG0034
 FG0034_MARKER: DB = BENCH MARK DISK
 FG0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0034_STAMPING: J 7 1931
 FG0034_MARK LOGO: CGS
 FG0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0034+STABILITY: SURFACE MOTION
 FG0034
 FG0034  HISTORY     - Date     Condition        Report By
 FG0034  HISTORY     - 1931     MONUMENTED       CGS
 FG0034  HISTORY     - 1935     MARK NOT FOUND   CGS
 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 COAST AND GEODETIC SURVEY 1935
 FG0034'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0912 ***********************************************************************
 FG0912  DESIGNATION -  J 7
 FG0912  PID         -  FG0912
 FG0912  STATE/COUNTY-  AR/NEWTON
 FG0912  COUNTRY     -  US
 FG0912  USGS QUAD   -  SWAIN (2017)
 FG0912
 FG0912                         *CURRENT SURVEY CONTROL
 FG0912  ______________________________________________________________________
 FG0912* NAD 83(1986) POSITION- 35 47 02.     (N) 093 16 59.     (W)   SCALED
 FG0912* NAVD 88 ORTHO HEIGHT -   277.538 (meters)      910.56  (feet) ADJUSTED
 FG0912  ______________________________________________________________________
 FG0912  GEOID HEIGHT    -        -28.152 (meters)                     GEOID18
 FG0912  DYNAMIC HEIGHT  -        277.280 (meters)      909.71  (feet) COMP
 FG0912  MODELED GRAVITY -    979,699.2   (mgal)                       NAVD 88
 FG0912
 FG0912  VERT ORDER      -  SECOND    CLASS 0
 FG0912
 FG0912.The horizontal coordinates were scaled from a map and have
 FG0912.an estimated accuracy of +/- 6 seconds.
 FG0912
 FG0912.The orthometric height was determined by differential leveling and
 FG0912.adjusted by the NATIONAL GEODETIC SURVEY
 FG0912.in June 1991.
 FG0912
 FG0912.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0912.GEOID18 height accuracy estimate available here.
 FG0912
 FG0912.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV744600(NAD 83)
 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
 FG0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0912.See file dsdata.pdf to determine how the superseded data were derived.
 FG0912
 FG0912_MARKER: DD = SURVEY DISK
 FG0912_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0912_STAMPING: J-7 1933 911 FT.
 FG0912_MARK LOGO: USGS
 FG0912_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0912
 FG0912  HISTORY     - Date     Condition        Report By
 FG0912  HISTORY     - 1933     MONUMENTED       USGS
 FG0912  HISTORY     - 1935     GOOD             CGS
 FG0912  HISTORY     - 20150401 MARK NOT FOUND   ARHD
 FG0912
 FG0912                          STATION DESCRIPTION
 FG0912
 FG0912'DESCRIBED BY COAST AND 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.
 FG0912
 FG0912                          STATION RECOVERY (2015)
 FG0912
 FG0912'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (BAB)
 FG0912'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0006 ***********************************************************************
 EJ0006  DESIGNATION -  J 70
 EJ0006  PID         -  EJ0006
 EJ0006  STATE/COUNTY-  AR/PULASKI
 EJ0006  COUNTRY     -  US
 EJ0006  USGS QUAD   -  MAYFLOWER (2017)
 EJ0006
 EJ0006                         *CURRENT SURVEY CONTROL
 EJ0006  ______________________________________________________________________
 EJ0006* NAD 83(1986) POSITION- 34 53 27.     (N) 092 26 32.     (W)   SCALED
 EJ0006* NAVD 88 ORTHO HEIGHT -    87.954 (meters)      288.56  (feet) ADJUSTED
 EJ0006  ______________________________________________________________________
 EJ0006  GEOID HEIGHT    -        -27.340 (meters)                     GEOID18
 EJ0006  DYNAMIC HEIGHT  -         87.871 (meters)      288.29  (feet) COMP
 EJ0006  MODELED GRAVITY -    979,699.0   (mgal)                       NAVD 88
 EJ0006
 EJ0006  VERT ORDER      -  SECOND    CLASS I
 EJ0006
 EJ0006.The horizontal coordinates were scaled from a map and have
 EJ0006.an estimated accuracy of +/- 6 seconds.
 EJ0006
 EJ0006.The orthometric height was determined by differential leveling and
 EJ0006.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0006.in September 2023.
 EJ0006
 EJ0006.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0006.GEOID18 height accuracy estimate available here.
 EJ0006
 EJ0006.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU509610(NAD 83)
 EJ0006
 EJ0006                          SUPERSEDED SURVEY CONTROL
 EJ0006
 EJ0006  NAVD 88 (06/15/91)   87.954  (m)          288.56   (f) SUPERSEDED  2 0
 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
 EJ0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0006.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0006
 EJ0006_MARKER: DB = BENCH MARK DISK
 EJ0006_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0006_STAMPING: J 70 1934
 EJ0006_MARK LOGO: CGS
 EJ0006_PROJECTION: PROJECTING 3 CENTIMETERS
 EJ0006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0006
 EJ0006  HISTORY     - Date     Condition        Report By
 EJ0006  HISTORY     - 1934     MONUMENTED       CGS
 EJ0006  HISTORY     - 1967     GOOD             CGS
 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG0402 ***********************************************************************
 FG0402  DESIGNATION -  J 71
 FG0402  PID         -  FG0402
 FG0402  STATE/COUNTY-  AR/PERRY
 FG0402  COUNTRY     -  US
 FG0402  USGS QUAD   -  HOUSTON (2017)
 FG0402
 FG0402                         *CURRENT SURVEY CONTROL
 FG0402  ______________________________________________________________________
 FG0402* NAD 83(1986) POSITION- 35 03 32.     (N) 092 44 01.     (W)   SCALED
 FG0402* NAVD 88 ORTHO HEIGHT -   100.076 (meters)      328.33  (feet) ADJUSTED
 FG0402  ______________________________________________________________________
 FG0402  GEOID HEIGHT    -        -28.397 (meters)                     GEOID18
 FG0402  DYNAMIC HEIGHT  -         99.981 (meters)      328.02  (feet) COMP
 FG0402  MODELED GRAVITY -    979,684.0   (mgal)                       NAVD 88
 FG0402
 FG0402  VERT ORDER      -  SECOND    CLASS I
 FG0402
 FG0402.The horizontal coordinates were scaled from a map and have
 FG0402.an estimated accuracy of +/- 6 seconds.
 FG0402
 FG0402.The orthometric height was determined by differential leveling and
 FG0402.adjusted by the NATIONAL GEODETIC SURVEY
 FG0402.in September 2023.
 FG0402
 FG0402.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0402.GEOID18 height accuracy estimate available here.
 FG0402
 FG0402.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU242796(NAD 83)
 FG0402
 FG0402                          SUPERSEDED SURVEY CONTROL
 FG0402
 FG0402  NAVD 88 (06/15/91)  100.096  (m)          328.40   (f) SUPERSEDED  2 0
 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
 FG0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0402.See file dsdata.pdf to determine how the superseded data were derived.
 FG0402
 FG0402_MARKER: DB = BENCH MARK DISK
 FG0402_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0402_STAMPING: J 71 1934
 FG0402_MARK LOGO: CGS
 FG0402_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0922 ***********************************************************************
 EJ0922  DESIGNATION -  J 73
 EJ0922  PID         -  EJ0922
 EJ0922  STATE/COUNTY-  AR/PERRY
 EJ0922  COUNTRY     -  US
 EJ0922  USGS QUAD   -  PARON (2017)
 EJ0922
 EJ0922                         *CURRENT SURVEY CONTROL
 EJ0922  ______________________________________________________________________
 EJ0922* NAD 83(1986) POSITION- 34 51 21.     (N) 092 46 02.     (W)   SCALED
 EJ0922* NAVD 88 ORTHO HEIGHT -   157.889 (meters)      518.01  (feet) ADJUSTED
 EJ0922  ______________________________________________________________________
 EJ0922  GEOID HEIGHT    -        -27.712 (meters)                     GEOID18
 EJ0922  DYNAMIC HEIGHT  -        157.736 (meters)      517.51  (feet) COMP
 EJ0922  MODELED GRAVITY -    979,661.2   (mgal)                       NAVD 88
 EJ0922
 EJ0922  VERT ORDER      -  SECOND    CLASS 0
 EJ0922
 EJ0922.The horizontal coordinates were scaled from a map and have
 EJ0922.an estimated accuracy of +/- 6 seconds.
 EJ0922
 EJ0922.The orthometric height was determined by differential leveling and
 EJ0922.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0922.in June 1991.
 EJ0922
 EJ0922.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0922.GEOID18 height accuracy estimate available here.
 EJ0922
 EJ0922.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU212570(NAD 83)
 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
 EJ0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0922.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0922
 EJ0922_MARKER: DB = BENCH MARK DISK
 EJ0922_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0922_STAMPING: J 73 1935
 EJ0922_MARK LOGO: CGS
 EJ0922_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0922
 EJ0922  HISTORY     - Date     Condition        Report By
 EJ0922  HISTORY     - 1935     MONUMENTED       CGS
 EJ0922  HISTORY     - 1959     GOOD             CGS
 EJ0922  HISTORY     - 1960     MARK NOT FOUND   USGS
 EJ0922
 EJ0922                          STATION DESCRIPTION
 EJ0922
 EJ0922'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FF1233 ***********************************************************************
 FF1233  DESIGNATION -  J 74
 FF1233  PID         -  FF1233
 FF1233  STATE/COUNTY-  AR/WOODRUFF
 FF1233  COUNTRY     -  US
 FF1233  USGS QUAD   -  GRAYS (2017)
 FF1233
 FF1233                         *CURRENT SURVEY CONTROL
 FF1233  ______________________________________________________________________
 FF1233* NAD 83(1986) POSITION- 35 11 38.     (N) 091 14 05.     (W)   SCALED
 FF1233* NAVD 88 ORTHO HEIGHT -    59.085 (meters)      193.85  (feet) ADJUSTED
 FF1233  ______________________________________________________________________
 FF1233  GEOID HEIGHT    -        -27.305 (meters)                     GEOID18
 FF1233  DYNAMIC HEIGHT  -         59.032 (meters)      193.67  (feet) COMP
 FF1233  MODELED GRAVITY -    979,727.9   (mgal)                       NAVD 88
 FF1233
 FF1233  VERT ORDER      -  SECOND    CLASS 0
 FF1233
 FF1233.The horizontal coordinates were scaled from a map and have
 FF1233.an estimated accuracy of +/- 6 seconds.
 FF1233
 FF1233.The orthometric height was determined by differential leveling and
 FF1233.adjusted by the NATIONAL GEODETIC SURVEY
 FF1233.in June 1991.
 FF1233
 FF1233.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1233.GEOID18 height accuracy estimate available here.
 FF1233
 FF1233.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU607959(NAD 83)
 FF1233
 FF1233                          SUPERSEDED SURVEY CONTROL
 FF1233
 FF1233  NGVD 29 (11/26/84)   59.052  (m)          193.74   (f) ADJUSTED    2 0
 FF1233
 FF1233.Superseded values are not recommended for survey control.
 FF1233
 FF1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1233.See file dsdata.pdf to determine how the superseded data were derived.
 FF1233
 FF1233_MARKER: DB = BENCH MARK DISK
 FF1233_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF1233_STAMPING: J 74 1934
 FF1233_MARK LOGO: CGS
 FF1233_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1154 ***********************************************************************
 FF1154  DESIGNATION -  J 75
 FF1154  PID         -  FF1154
 FF1154  STATE/COUNTY-  AR/JACKSON
 FF1154  COUNTRY     -  US
 FF1154  USGS QUAD   -  AMAGON (2017)
 FF1154
 FF1154                         *CURRENT SURVEY CONTROL
 FF1154  ______________________________________________________________________
 FF1154* NAD 83(1986) POSITION- 35 37 11.     (N) 091 03 21.     (W)   SCALED
 FF1154* NAVD 88 ORTHO HEIGHT -    71.900 (meters)      235.89  (feet) ADJUSTED
 FF1154  ______________________________________________________________________
 FF1154  GEOID HEIGHT    -        -27.576 (meters)                     GEOID18
 FF1154  DYNAMIC HEIGHT  -         71.838 (meters)      235.69  (feet) COMP
 FF1154  MODELED GRAVITY -    979,770.4   (mgal)                       NAVD 88
 FF1154
 FF1154  VERT ORDER      -  SECOND    CLASS 0
 FF1154
 FF1154.The horizontal coordinates were scaled from a map and have
 FF1154.an estimated accuracy of +/- 6 seconds.
 FF1154
 FF1154.The orthometric height was determined by differential leveling and
 FF1154.adjusted by the NATIONAL GEODETIC SURVEY
 FF1154.in June 1991.
 FF1154
 FF1154.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1154.GEOID18 height accuracy estimate available here.
 FF1154
 FF1154.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV760435(NAD 83)
 FF1154
 FF1154                          SUPERSEDED SURVEY CONTROL
 FF1154
 FF1154  NGVD 29 (11/26/84)   71.830  (m)          235.66   (f) ADJUSTED    2 0
 FF1154
 FF1154.Superseded values are not recommended for survey control.
 FF1154
 FF1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1154.See file dsdata.pdf to determine how the superseded data were derived.
 FF1154
 FF1154_MARKER: DB = BENCH MARK DISK
 FF1154_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF1154_STAMPING: J 75 1935
 FF1154_MARK LOGO: CGS
 FF1154_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0789 ***********************************************************************
 FF0789  DESIGNATION -  J 76
 FF0789  PID         -  FF0789
 FF0789  STATE/COUNTY-  AR/POINSETT
 FF0789  COUNTRY     -  US
 FF0789  USGS QUAD   -  HARRISBURG (2017)
 FF0789
 FF0789                         *CURRENT SURVEY CONTROL
 FF0789  ______________________________________________________________________
 FF0789* NAD 83(1986) POSITION- 35 36 23.     (N) 090 43 13.     (W)   SCALED
 FF0789* NAVD 88 ORTHO HEIGHT -    83.319 (meters)      273.36  (feet) ADJUSTED
 FF0789  ______________________________________________________________________
 FF0789  GEOID HEIGHT    -        -27.653 (meters)                     GEOID18
 FF0789  DYNAMIC HEIGHT  -         83.246 (meters)      273.12  (feet) COMP
 FF0789  MODELED GRAVITY -    979,759.5   (mgal)                       NAVD 88
 FF0789
 FF0789  VERT ORDER      -  FIRST     CLASS II
 FF0789
 FF0789.The horizontal coordinates were scaled from a map and have
 FF0789.an estimated accuracy of +/- 6 seconds.
 FF0789
 FF0789.The orthometric height was determined by differential leveling and
 FF0789.adjusted by the NATIONAL GEODETIC SURVEY
 FF0789.in June 1991.
 FF0789
 FF0789.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0789.GEOID18 height accuracy estimate available here.
 FF0789
 FF0789.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV064426(NAD 83)
 FF0789
 FF0789                          SUPERSEDED SURVEY CONTROL
 FF0789
 FF0789  NGVD 29 (11/26/84)   83.255  (m)          273.15   (f) ADJUSTED    1 2
 FF0789
 FF0789.Superseded values are not recommended for survey control.
 FF0789
 FF0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0789.See file dsdata.pdf to determine how the superseded data were derived.
 FF0789
 FF0789_MARKER: DB = BENCH MARK DISK
 FF0789_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF0789_STAMPING: J 76 1934
 FF0789_MARK LOGO: CGS
 FF0789_PROJECTION: PROJECTING 10 CENTIMETERS
 FF0789_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0759 ***********************************************************************
 EJ0759  DESIGNATION -  J 79
 EJ0759  PID         -  EJ0759
 EJ0759  STATE/COUNTY-  AR/SALINE
 EJ0759  COUNTRY     -  US
 EJ0759  USGS QUAD   -  HASKELL (2017)
 EJ0759
 EJ0759                         *CURRENT SURVEY CONTROL
 EJ0759  ______________________________________________________________________
 EJ0759* NAD 83(1986) POSITION- 34 30 08.     (N) 092 37 53.     (W)   SCALED
 EJ0759* NAVD 88 ORTHO HEIGHT -    86.677 (meters)      284.37  (feet) ADJUSTED
 EJ0759  ______________________________________________________________________
 EJ0759  GEOID HEIGHT    -        -26.362 (meters)                     GEOID18
 EJ0759  DYNAMIC HEIGHT  -         86.596 (meters)      284.11  (feet) COMP
 EJ0759  MODELED GRAVITY -    979,695.7   (mgal)                       NAVD 88
 EJ0759
 EJ0759  VERT ORDER      -  SECOND    CLASS 0
 EJ0759
 EJ0759.The horizontal coordinates were scaled from a map and have
 EJ0759.an estimated accuracy of +/- 6 seconds.
 EJ0759
 EJ0759.The orthometric height was determined by differential leveling and
 EJ0759.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0759.in June 1991.
 EJ0759
 EJ0759.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0759.GEOID18 height accuracy estimate available here.
 EJ0759
 EJ0759.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU338179(NAD 83)
 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
 EJ0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0759.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0759
 EJ0759_MARKER: DB = BENCH MARK DISK
 EJ0759_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0759_STAMPING: J 79 1935
 EJ0759_MARK LOGO: CGS
 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             CGS
 EJ0759  HISTORY     - 20010408 MARK NOT FOUND   JCLS
 EJ0759
 EJ0759                          STATION DESCRIPTION
 EJ0759
 EJ0759'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0567 ***********************************************************************
 EJ0567  DESIGNATION -  J 80
 EJ0567  PID         -  EJ0567
 EJ0567  STATE/COUNTY-  AR/GRANT
 EJ0567  COUNTRY     -  US
 EJ0567  USGS QUAD   -  PRAGUE (2017)
 EJ0567
 EJ0567                         *CURRENT SURVEY CONTROL
 EJ0567  ______________________________________________________________________
 EJ0567* NAD 83(1986) POSITION- 34 18 00.     (N) 092 19 41.     (W)   SCALED
 EJ0567* NAVD 88 ORTHO HEIGHT -    68.079 (meters)      223.36  (feet) ADJUSTED
 EJ0567  ______________________________________________________________________
 EJ0567  GEOID HEIGHT    -        -26.032 (meters)                     GEOID18
 EJ0567  DYNAMIC HEIGHT  -         68.013 (meters)      223.14  (feet) COMP
 EJ0567  MODELED GRAVITY -    979,673.9   (mgal)                       NAVD 88
 EJ0567
 EJ0567  VERT ORDER      -  SECOND    CLASS 0
 EJ0567
 EJ0567.The horizontal coordinates were scaled from a map and have
 EJ0567.an estimated accuracy of +/- 6 seconds.
 EJ0567
 EJ0567.The orthometric height was determined by differential leveling and
 EJ0567.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0567.in June 1991.
 EJ0567
 EJ0567.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0567.GEOID18 height accuracy estimate available here.
 EJ0567
 EJ0567.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT618956(NAD 83)
 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
 EJ0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0567.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0567
 EJ0567_MARKER: DB = BENCH MARK DISK
 EJ0567_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EJ0567_SP_SET: CULVERT HEADWALL
 EJ0567_STAMPING: J 80 1935
 EJ0567_MARK LOGO: CGS
 EJ0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0567+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0692 ***********************************************************************
 EJ0692  DESIGNATION -  J 81
 EJ0692  PID         -  EJ0692
 EJ0692  STATE/COUNTY-  AR/GRANT
 EJ0692  COUNTRY     -  US
 EJ0692  USGS QUAD   -  LEOLA (2017)
 EJ0692
 EJ0692                         *CURRENT SURVEY CONTROL
 EJ0692  ______________________________________________________________________
 EJ0692* NAD 83(1986) POSITION- 34 09 28.     (N) 092 35 19.     (W)   SCALED
 EJ0692* NAVD 88 ORTHO HEIGHT -    84.386 (meters)      276.86  (feet) ADJUSTED
 EJ0692  ______________________________________________________________________
 EJ0692  GEOID HEIGHT    -        -26.225 (meters)                     GEOID18
 EJ0692  DYNAMIC HEIGHT  -         84.302 (meters)      276.58  (feet) COMP
 EJ0692  MODELED GRAVITY -    979,648.6   (mgal)                       NAVD 88
 EJ0692
 EJ0692  VERT ORDER      -  SECOND    CLASS 0
 EJ0692
 EJ0692.The horizontal coordinates were scaled from a map and have
 EJ0692.an estimated accuracy of +/- 6 seconds.
 EJ0692
 EJ0692.The orthometric height was determined by differential leveling and
 EJ0692.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0692.in June 1991.
 EJ0692
 EJ0692.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0692.GEOID18 height accuracy estimate available here.
 EJ0692
 EJ0692.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT379797(NAD 83)
 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
 EJ0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0692.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0692
 EJ0692_MARKER: DB = BENCH MARK DISK
 EJ0692_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0692_STAMPING: J 81 1935
 EJ0692_MARK LOGO: CGS
 EJ0692_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 DK1411 ***********************************************************************
 DK1411  DESIGNATION -  J 83
 DK1411  PID         -  DK1411
 DK1411  STATE/COUNTY-  AR/DREW
 DK1411  COUNTRY     -  US
 DK1411  USGS QUAD   -  MCGEHEE SOUTH (2017)
 DK1411
 DK1411                         *CURRENT SURVEY CONTROL
 DK1411  ______________________________________________________________________
 DK1411* NAD 83(1986) POSITION- 33 31 41.     (N) 091 29 57.     (W)   SCALED
 DK1411* NAVD 88 ORTHO HEIGHT -    42.750 (meters)      140.26  (feet) ADJUSTED
 DK1411  ______________________________________________________________________
 DK1411  GEOID HEIGHT    -        -26.014 (meters)                     GEOID18
 DK1411  DYNAMIC HEIGHT  -         42.706 (meters)      140.11  (feet) COMP
 DK1411  MODELED GRAVITY -    979,605.0   (mgal)                       NAVD 88
 DK1411
 DK1411  VERT ORDER      -  SECOND    CLASS 0
 DK1411
 DK1411.The horizontal coordinates were scaled from a map and have
 DK1411.an estimated accuracy of +/- 6 seconds.
 DK1411
 DK1411.The orthometric height was determined by differential leveling and
 DK1411.adjusted by the NATIONAL GEODETIC SURVEY
 DK1411.in June 1991.
 DK1411
 DK1411.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1411.GEOID18 height accuracy estimate available here.
 DK1411
 DK1411.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT393108(NAD 83)
 DK1411
 DK1411                          SUPERSEDED SURVEY CONTROL
 DK1411
 DK1411  NGVD 29 (11/26/84)   42.862  (m)          140.62   (f) ADJUSTED    2 0
 DK1411
 DK1411.Superseded values are not recommended for survey control.
 DK1411
 DK1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1411.See file dsdata.pdf to determine how the superseded data were derived.
 DK1411
 DK1411_MARKER: DB = BENCH MARK DISK
 DK1411_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DK1411_STAMPING: J 83 1935
 DK1411_MARK LOGO: CGS
 DK1411_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1411
 DK1411  HISTORY     - Date     Condition        Report By
 DK1411  HISTORY     - 1935     MONUMENTED       CGS
 DK1411  HISTORY     - 1978     MARK NOT FOUND   USGS
 DK1411
 DK1411                          STATION DESCRIPTION
 DK1411
 DK1411'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 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.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0362 ***********************************************************************
 EJ0362  DESIGNATION -  J 84
 EJ0362  PID         -  EJ0362
 EJ0362  STATE/COUNTY-  AR/SALINE
 EJ0362  COUNTRY     -  US
 EJ0362  USGS QUAD   -  SPRING LAKE (2017)
 EJ0362
 EJ0362                         *CURRENT SURVEY CONTROL
 EJ0362  ______________________________________________________________________
 EJ0362* NAD 83(1997) POSITION- 34 33 02.28276(N) 092 20 28.75258(W)   ADJUSTED
 EJ0362* NAVD 88 ORTHO HEIGHT -   107.479 (meters)      352.62  (feet) ADJUSTED
 EJ0362  ______________________________________________________________________
 EJ0362  GEOID HEIGHT    -        -26.333 (meters)                     GEOID18
 EJ0362  LAPLACE CORR    -          0.05  (seconds)                    DEFLEC18
 EJ0362  DYNAMIC HEIGHT  -        107.377 (meters)      352.29  (feet) COMP
 EJ0362  MODELED GRAVITY -    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 and
 EJ0362.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0362.in June 1991.
 EJ0362
 EJ0362.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0362.GEOID18 height accuracy estimate available here.
 EJ0362
 EJ0362.Click photographs - Photos may exist for this station.
 EJ0362
 EJ0362.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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  =   0.99963228
 EJ0362
 EJ0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6043223408(NAD 83)
 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  NGVD 29             107.53   (m)          352.8    (f) LEVELING    3  
 EJ0362
 EJ0362.Superseded values are not recommended for survey control.
 EJ0362
 EJ0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0362.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0362
 EJ0362_MARKER: DB = BENCH MARK DISK
 EJ0362_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0362_STAMPING: J 84 1935
 EJ0362_MARK LOGO: CGS
 EJ0362_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0362
 EJ0362  HISTORY     - Date     Condition        Report By
 EJ0362  HISTORY     - 1935     MONUMENTED       CGS
 EJ0362  HISTORY     - 1964     GOOD             CGS
 EJ0362  HISTORY     - 1987     GOOD             USPSQD
 EJ0362
 EJ0362                          STATION DESCRIPTION
 EJ0362
 EJ0362'DESCRIBED BY COAST AND 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 (1964)
 EJ0362
 EJ0362'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 EJ0362'SEE STATION BANNER
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0171 ***********************************************************************
 FF0171  DESIGNATION -  J 86
 FF0171  PID         -  FF0171
 FF0171  STATE/COUNTY-  AR/CRITTENDEN
 FF0171  COUNTRY     -  US
 FF0171  USGS QUAD   -  JEANETTE (2017)
 FF0171
 FF0171                         *CURRENT SURVEY CONTROL
 FF0171  ______________________________________________________________________
 FF0171* NAD 83(1986) POSITION- 35 14 58.     (N) 090 23 06.     (W)   SCALED
 FF0171* NAVD 88 ORTHO HEIGHT -    67.488 (meters)      221.42  (feet) POSTED
 FF0171  ______________________________________________________________________
 FF0171  GEOID HEIGHT    -        -27.321 (meters)                     GEOID18
 FF0171  DYNAMIC HEIGHT  -         67.43  (meters)      221.2   (feet) COMP
 FF0171  MODELED GRAVITY -    979,741.2   (mgal)                       NAVD 88
 FF0171
 FF0171  VERT ORDER      -  * POSTED, SEE BELOW
 FF0171
 FF0171.The horizontal coordinates were scaled from a 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
 FF0171.* This is a POSTED BENCH MARK height.
 FF0171
 FF0171.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0171.GEOID18 height accuracy estimate available here.
 FF0171
 FF0171.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV379038(NAD 83)
 FF0171
 FF0171                          SUPERSEDED SURVEY CONTROL
 FF0171
 FF0171  NGVD 29 (11/26/84)   67.487  (m)          221.41   (f) ADJUSTED    2 0
 FF0171
 FF0171.Superseded values are not recommended for survey control.
 FF0171
 FF0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0171.See file dsdata.pdf to determine how the superseded data were derived.
 FF0171
 FF0171_MARKER: DB = BENCH MARK DISK
 FF0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0171_STAMPING: J 86 1935
 FF0171_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1274 ***********************************************************************
 EH1274  DESIGNATION -  J 87
 EH1274  PID         -  EH1274
 EH1274  STATE/COUNTY-  AR/PRAIRIE
 EH1274  COUNTRY     -  US
 EH1274  USGS QUAD   -  DES ARC EAST (2017)
 EH1274
 EH1274                         *CURRENT SURVEY CONTROL
 EH1274  ______________________________________________________________________
 EH1274* NAD 83(1986) POSITION- 34 56 16.     (N) 091 29 33.     (W)   SCALED
 EH1274* NAVD 88 ORTHO HEIGHT -    57.558 (meters)      188.84  (feet) ADJUSTED
 EH1274  ______________________________________________________________________
 EH1274  GEOID HEIGHT    -        -27.136 (meters)                     GEOID18
 EH1274  DYNAMIC HEIGHT  -         57.505 (meters)      188.66  (feet) COMP
 EH1274  MODELED GRAVITY -    979,708.3   (mgal)                       NAVD 88
 EH1274
 EH1274  VERT ORDER      -  SECOND    CLASS 0
 EH1274
 EH1274.The horizontal coordinates were scaled from a map and have
 EH1274.an estimated accuracy of +/- 6 seconds.
 EH1274
 EH1274.The orthometric height was determined by differential leveling and
 EH1274.adjusted by the NATIONAL GEODETIC SURVEY
 EH1274.in June 1991.
 EH1274
 EH1274.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1274.GEOID18 height accuracy estimate available here.
 EH1274
 EH1274.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU376671(NAD 83)
 EH1274
 EH1274                          SUPERSEDED SURVEY CONTROL
 EH1274
 EH1274  NGVD 29 (11/26/84)   57.558  (m)          188.84   (f) ADJUSTED    2 0
 EH1274
 EH1274.Superseded values are not recommended for survey control.
 EH1274
 EH1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1274.See file dsdata.pdf to determine how the superseded data were derived.
 EH1274
 EH1274_MARKER: DB = BENCH MARK DISK
 EH1274_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EH1274_STAMPING: J 87 1935
 EH1274_MARK LOGO: CGS
 EH1274_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1470 ***********************************************************************
 EJ1470  DESIGNATION -  J 89
 EJ1470  PID         -  EJ1470
 EJ1470  STATE/COUNTY-  AR/PIKE
 EJ1470  COUNTRY     -  US
 EJ1470  USGS QUAD   -  LODI (2017)
 EJ1470
 EJ1470                         *CURRENT SURVEY CONTROL
 EJ1470  ______________________________________________________________________
 EJ1470* NAD 83(1986) POSITION- 34 15 32.     (N) 093 44 02.     (W)   SCALED
 EJ1470* NAVD 88 ORTHO HEIGHT -   194.337 (meters)      637.59  (feet) ADJUSTED
 EJ1470  ______________________________________________________________________
 EJ1470  GEOID HEIGHT    -        -27.777 (meters)                     GEOID18
 EJ1470  DYNAMIC HEIGHT  -        194.138 (meters)      636.93  (feet) COMP
 EJ1470  MODELED GRAVITY -    979,608.1   (mgal)                       NAVD 88
 EJ1470
 EJ1470  VERT ORDER      -  SECOND    CLASS 0
 EJ1470
 EJ1470.The horizontal coordinates were scaled from a map and have
 EJ1470.an estimated accuracy of +/- 6 seconds.
 EJ1470
 EJ1470.The orthometric height was determined by differential leveling and
 EJ1470.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1470.in June 1991.
 EJ1470
 EJ1470.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1470.GEOID18 height accuracy estimate available here.
 EJ1470
 EJ1470.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT324911(NAD 83)
 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
 EJ1470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1470.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1470
 EJ1470_MARKER: DB = BENCH MARK DISK
 EJ1470_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ1470_STAMPING: J 89 1935
 EJ1470_MARK LOGO: CGS
 EJ1470_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1600 ***********************************************************************
 FF1600  DESIGNATION -  J 9 3
 FF1600  PID         -  FF1600
 FF1600  STATE/COUNTY-  AR/INDEPENDENCE
 FF1600  COUNTRY     -  US
 FF1600  USGS QUAD   -  SULPHUR ROCK (2017)
 FF1600
 FF1600                         *CURRENT SURVEY CONTROL
 FF1600  ______________________________________________________________________
 FF1600* NAD 83(1986) POSITION- 35 46 05.     (N) 091 34 12.     (W)   SCALED
 FF1600* NAVD 88 ORTHO HEIGHT -    94.059 (meters)      308.59  (feet) ADJUSTED
 FF1600  ______________________________________________________________________
 FF1600  GEOID HEIGHT    -        -27.609 (meters)                     GEOID18
 FF1600  DYNAMIC HEIGHT  -         93.978 (meters)      308.33  (feet) COMP
 FF1600  MODELED GRAVITY -    979,776.0   (mgal)                       NAVD 88
 FF1600
 FF1600  VERT ORDER      -  SECOND    CLASS 0
 FF1600
 FF1600.The horizontal coordinates were scaled from a map and have
 FF1600.an estimated accuracy of +/- 6 seconds.
 FF1600
 FF1600.The orthometric height was determined by differential leveling and
 FF1600.adjusted by the NATIONAL GEODETIC SURVEY
 FF1600.in June 1991.
 FF1600
 FF1600.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1600.GEOID18 height accuracy estimate available here.
 FF1600
 FF1600.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV292591(NAD 83)
 FF1600
 FF1600                          SUPERSEDED SURVEY CONTROL
 FF1600
 FF1600  NGVD 29 (11/26/84)   93.984  (m)          308.35   (f) ADJUSTED    2 0
 FF1600
 FF1600.Superseded values are not recommended for survey control.
 FF1600
 FF1600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1600.See file dsdata.pdf to determine how the superseded data were derived.
 FF1600
 FF1600_MARKER: DD = SURVEY DISK
 FF1600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1600_STAMPING: J 9-3
 FF1600_MARK LOGO: USACE
 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       USACE
 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, INDEPENDENCE COUNTY, ABOUT 100 FEET WEST OF THE WEST
 FF1600'END OF THE MISSOURI PACIFIC RAILROAD STATION, AT A ROAD CROSSING, 73
 FF1600'FEET NORTH OF THE CENTERLINE OF THE TRACK, 22.5 FEET EAST OF THE
 FF1600'CENTERLINE OF THE ROAD, AT A FENCE CORNER, AND 2 FEET NORTH OF THE
 FF1600'FENCE.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK STAMPED J 9-3
 FF1600'AND SET IN THE TOP OF A CONCRETE 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 = MARCH 20, 2026 22:17:28 EDT
 FF1598 ***********************************************************************
 FF1598  DESIGNATION -  J 9 4
 FF1598  PID         -  FF1598
 FF1598  STATE/COUNTY-  AR/INDEPENDENCE
 FF1598  COUNTRY     -  US
 FF1598  USGS QUAD   -  SULPHUR ROCK (2017)
 FF1598
 FF1598                         *CURRENT SURVEY CONTROL
 FF1598  ______________________________________________________________________
 FF1598* NAD 83(1986) POSITION- 35 46 34.     (N) 091 36 21.     (W)   SCALED
 FF1598* NAVD 88 ORTHO HEIGHT -    84.987 (meters)      278.83  (feet) ADJUSTED
 FF1598  ______________________________________________________________________
 FF1598  GEOID HEIGHT    -        -27.613 (meters)                     GEOID18
 FF1598  DYNAMIC HEIGHT  -         84.914 (meters)      278.59  (feet) COMP
 FF1598  MODELED GRAVITY -    979,774.4   (mgal)                       NAVD 88
 FF1598
 FF1598  VERT ORDER      -  SECOND    CLASS 0
 FF1598
 FF1598.The horizontal coordinates were scaled from a map and have
 FF1598.an estimated accuracy of +/- 6 seconds.
 FF1598
 FF1598.The orthometric height was determined by differential leveling and
 FF1598.adjusted by the NATIONAL GEODETIC SURVEY
 FF1598.in June 1991.
 FF1598
 FF1598.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1598.GEOID18 height accuracy estimate available here.
 FF1598
 FF1598.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV260600(NAD 83)
 FF1598
 FF1598                          SUPERSEDED SURVEY CONTROL
 FF1598
 FF1598  NGVD 29 (11/26/84)   84.914  (m)          278.59   (f) ADJUSTED    2 0
 FF1598
 FF1598.Superseded values are not recommended for survey control.
 FF1598
 FF1598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1598.See file dsdata.pdf to determine how the superseded data were derived.
 FF1598
 FF1598_MARKER: DD = SURVEY DISK
 FF1598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1598_STAMPING: J 9-4
 FF1598_MARK LOGO: USACE
 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       USACE
 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 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION AT
 FF1598'BATESVILLE, INDEPENDENCE COUNTY, 42 FEET SOUTHEAST OF THE
 FF1598'TWENTY-SECOND POLE WEST OF MILEPOST 282, ABOUT 50 FEET SOUTH OF THE
 FF1598'CENTERLINE OF THE TRACK, 3 FEET SOUTHEAST OF A FARM GATE, AND 1.8 FEET
 FF1598'SOUTH OF THE RIGHT-OF-WAY FENCE.  A CORPS OF ENGINEERS, U.S. ARMY,
 FF1598'STANDARD DISK STAMPED J 9-4 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 = MARCH 20, 2026 22:17:28 EDT
 DK1455 ***********************************************************************
 DK1455  DESIGNATION -  J 90
 DK1455  PID         -  DK1455
 DK1455  STATE/COUNTY-  AR/LINCOLN
 DK1455  COUNTRY     -  US
 DK1455  USGS QUAD   -  AVERY (2017)
 DK1455
 DK1455                         *CURRENT SURVEY CONTROL
 DK1455  ______________________________________________________________________
 DK1455* NAD 83(1986) POSITION- 33 57 38.     (N) 091 41 23.     (W)   SCALED
 DK1455* NAVD 88 ORTHO HEIGHT -    54.280 (meters)      178.08  (feet) ADJUSTED
 DK1455  ______________________________________________________________________
 DK1455  GEOID HEIGHT    -        -25.903 (meters)                     GEOID18
 DK1455  DYNAMIC HEIGHT  -         54.226 (meters)      177.91  (feet) COMP
 DK1455  MODELED GRAVITY -    979,643.0   (mgal)                       NAVD 88
 DK1455
 DK1455  VERT ORDER      -  SECOND    CLASS 0
 DK1455
 DK1455.The horizontal coordinates were scaled from a map and have
 DK1455.an estimated accuracy of +/- 6 seconds.
 DK1455
 DK1455.The orthometric height was determined by differential leveling and
 DK1455.adjusted by the NATIONAL GEODETIC SURVEY
 DK1455.in June 1991.
 DK1455
 DK1455.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1455.GEOID18 height accuracy estimate available here.
 DK1455
 DK1455.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT210585(NAD 83)
 DK1455
 DK1455                          SUPERSEDED SURVEY CONTROL
 DK1455
 DK1455  NGVD 29 (11/26/84)   54.363  (m)          178.36   (f) ADJUSTED    2 0
 DK1455
 DK1455.Superseded values are not recommended for survey control.
 DK1455
 DK1455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1455.See file dsdata.pdf to determine how the superseded data were derived.
 DK1455
 DK1455_MARKER: DB = BENCH MARK DISK
 DK1455_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DK1455_STAMPING: J 90 1935
 DK1455_MARK LOGO: CGS
 DK1455_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 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 = MARCH 20, 2026 22:17:28 EDT
 DL0043 ***********************************************************************
 DL0043  DESIGNATION -  J 91
 DL0043  PID         -  DL0043
 DL0043  STATE/COUNTY-  AR/CALHOUN
 DL0043  COUNTRY     -  US
 DL0043  USGS QUAD   -  TINSMAN (2017)
 DL0043
 DL0043                         *CURRENT SURVEY CONTROL
 DL0043  ______________________________________________________________________
 DL0043* NAD 83(1997) POSITION- 33 37 47.32454(N) 092 21 12.25611(W)   ADJUSTED
 DL0043* NAD 83(1997) ELLIP HT-    26.567 (meters)        (09/24/01)   ADJUSTED
 DL0043* NAVD 88 ORTHO HEIGHT -    52.611 (meters)      172.61  (feet) ADJUSTED
 DL0043  ______________________________________________________________________
 DL0043  GEOID HEIGHT    -        -26.034 (meters)                     GEOID18
 DL0043  NAD 83(1997) X  -   -218,296.872 (meters)                     COMP
 DL0043  NAD 83(1997) Y  - -5,311,647.404 (meters)                     COMP
 DL0043  NAD 83(1997) Z  -  3,512,346.344 (meters)                     COMP
 DL0043  LAPLACE CORR    -          0.54  (seconds)                    DEFLEC18
 DL0043  DYNAMIC HEIGHT  -         52.557 (meters)      172.43  (feet) COMP
 DL0043  MODELED GRAVITY -    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 and
 DL0043.adjusted by the NATIONAL GEODETIC SURVEY
 DL0043.in June 1991.
 DL0043
 DL0043.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0043.GEOID18 height accuracy estimate available here.
 DL0043
 DL0043.Click photographs - Photos may exist for this station.
 DL0043
 DL0043.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL0043
 DL0043.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL0043
 DL0043.The ellipsoidal height was determined by GPS observations
 DL0043.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT5996921298(NAD 83)
 DL0043
 DL0043                          SUPERSEDED SURVEY CONTROL
 DL0043
 DL0043  ELLIP H (09/14/99)   26.571  (m)                       GP(       ) 4 1
 DL0043  NAD 83(1993)-  33 37 47.33382(N)    092 21 12.24929(W) AD(       ) 1
 DL0043  ELLIP H (01/21/93)   26.283  (m)                       GP(       ) 4 2
 DL0043  NAD 83(1986)-  33 37 47.33590(N)    092 21 12.25059(W) AD(       ) 1
 DL0043  NGVD 29              52.67   (m)          172.8    (f) LEVELING    3  
 DL0043  NGVD 29 (??/??/92)   52.673  (m)          172.81   (f) ADJ UNCH    2 0
 DL0043  NGVD 29              52.72   (m)          173.0    (f) LEVELING    3  
 DL0043
 DL0043.Superseded values are not recommended for survey control.
 DL0043
 DL0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0043.See file dsdata.pdf to determine how the superseded data were derived.
 DL0043
 DL0043_MARKER: DB = BENCH MARK DISK
 DL0043_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL0043_SP_SET: CULVERT HEADWALL
 DL0043_STAMPING: J 91 1935
 DL0043_MARK LOGO: CGS
 DL0043_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0043+STABILITY: SURFACE MOTION
 DL0043_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL0043+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2013
 DL0043
 DL0043  HISTORY     - Date     Condition        Report By
 DL0043  HISTORY     - 1935     MONUMENTED       CGS
 DL0043  HISTORY     - 1938     GOOD             CGS
 DL0043  HISTORY     - 1964     GOOD             CGS
 DL0043  HISTORY     - 19890901 GOOD             NGS
 DL0043  HISTORY     - 19900323 GOOD
 DL0043  HISTORY     - 19921206 GOOD             NOS
 DL0043  HISTORY     - 20130627 GOOD             ARHD
 DL0043
 DL0043                          STATION DESCRIPTION
 DL0043
 DL0043'DESCRIBED BY COAST AND 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 COAST AND 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.
 DL0043
 DL0043                          STATION RECOVERY (2013)
 DL0043
 DL0043'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (CAW)
 DL0043'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0170 ***********************************************************************
 DL0170  DESIGNATION -  J 92
 DL0170  PID         -  DL0170
 DL0170  STATE/COUNTY-  AR/ASHLEY
 DL0170  COUNTRY     -  US
 DL0170  USGS QUAD   -  VICK (2017)
 DL0170
 DL0170                         *CURRENT SURVEY CONTROL
 DL0170  ______________________________________________________________________
 DL0170* NAD 83(1986) POSITION- 33 15 02.     (N) 092 02 19.     (W)   SCALED
 DL0170* NAVD 88 ORTHO HEIGHT -    25.464 (meters)       83.54  (feet) ADJUSTED
 DL0170  ______________________________________________________________________
 DL0170  GEOID HEIGHT    -        -25.918 (meters)                     GEOID18
 DL0170  DYNAMIC HEIGHT  -         25.437 (meters)       83.45  (feet) COMP
 DL0170  MODELED GRAVITY -    979,581.3   (mgal)                       NAVD 88
 DL0170
 DL0170  VERT ORDER      -  SECOND    CLASS 0
 DL0170
 DL0170.The horizontal coordinates were scaled from a map and have
 DL0170.an estimated accuracy of +/- 6 seconds.
 DL0170
 DL0170.The orthometric height was determined by differential leveling and
 DL0170.adjusted by the NATIONAL GEODETIC SURVEY
 DL0170.in June 1991.
 DL0170
 DL0170.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0170.GEOID18 height accuracy estimate available here.
 DL0170
 DL0170.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS895794(NAD 83)
 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
 DL0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0170.See file dsdata.pdf to determine how the superseded data were derived.
 DL0170
 DL0170_MARKER: DB = BENCH MARK DISK
 DL0170_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DL0170_STAMPING: J 92 1935
 DL0170_MARK LOGO: CGS
 DL0170_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0170
 DL0170  HISTORY     - Date     Condition        Report By
 DL0170  HISTORY     - 1935     MONUMENTED       CGS
 DL0170  HISTORY     - 20220907 MARK NOT FOUND   ARHD
 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.
 DL0170
 DL0170                          STATION RECOVERY (2022)
 DL0170
 DL0170'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2022 (CW)
 DL0170'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1504 ***********************************************************************
 FG1504  DESIGNATION -  J 93
 FG1504  PID         -  FG1504
 FG1504  STATE/COUNTY-  AR/FRANKLIN
 FG1504  COUNTRY     -  US
 FG1504  USGS QUAD   -  CRAVENS (2017)
 FG1504
 FG1504                         *CURRENT SURVEY CONTROL
 FG1504  ______________________________________________________________________
 FG1504* NAD 83(1986) POSITION- 35 36 07.     (N) 093 53 49.     (W)   SCALED
 FG1504* NAVD 88 ORTHO HEIGHT -   291.852 (meters)      957.52  (feet) ADJUSTED
 FG1504  ______________________________________________________________________
 FG1504  GEOID HEIGHT    -        -28.831 (meters)                     GEOID18
 FG1504  DYNAMIC HEIGHT  -        291.582 (meters)      956.63  (feet) COMP
 FG1504  MODELED GRAVITY -    979,699.2   (mgal)                       NAVD 88
 FG1504
 FG1504  VERT ORDER      -  SECOND    CLASS 0
 FG1504
 FG1504.The horizontal coordinates were scaled from a map and have
 FG1504.an estimated accuracy of +/- 6 seconds.
 FG1504
 FG1504.The orthometric height was determined by differential leveling and
 FG1504.adjusted by the NATIONAL GEODETIC SURVEY
 FG1504.in June 1991.
 FG1504
 FG1504.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1504.GEOID18 height accuracy estimate available here.
 FG1504
 FG1504.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV187401(NAD 83)
 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
 FG1504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1504.See file dsdata.pdf to determine how the superseded data were derived.
 FG1504
 FG1504_MARKER: DB = BENCH MARK DISK
 FG1504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1504_STAMPING: J 93 1935
 FG1504_MARK LOGO: CGS
 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             CGS
 FG1504  HISTORY     - 1972     MARK NOT FOUND   NGS
 FG1504
 FG1504                          STATION DESCRIPTION
 FG1504
 FG1504'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG1412 ***********************************************************************
 FG1412  DESIGNATION -  J 94
 FG1412  PID         -  FG1412
 FG1412  STATE/COUNTY-  AR/JOHNSON
 FG1412  COUNTRY     -  US
 FG1412  USGS QUAD   -  HUNT (2017)
 FG1412
 FG1412                         *CURRENT SURVEY CONTROL
 FG1412  ______________________________________________________________________
 FG1412* NAD 83(1986) POSITION- 35 33 38.     (N) 093 37 30.     (W)   SCALED
 FG1412* NAVD 88 ORTHO HEIGHT -   211.736 (meters)      694.67  (feet) ADJUSTED
 FG1412  ______________________________________________________________________
 FG1412  GEOID HEIGHT    -        -28.833 (meters)                     GEOID18
 FG1412  DYNAMIC HEIGHT  -        211.538 (meters)      694.02  (feet) COMP
 FG1412  MODELED GRAVITY -    979,695.9   (mgal)                       NAVD 88
 FG1412
 FG1412  VERT ORDER      -  SECOND    CLASS 0
 FG1412
 FG1412.The horizontal coordinates were scaled from a map and have
 FG1412.an estimated accuracy of +/- 6 seconds.
 FG1412
 FG1412.The orthometric height was determined by differential leveling and
 FG1412.adjusted by the NATIONAL GEODETIC SURVEY
 FG1412.in June 1991.
 FG1412
 FG1412.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1412.GEOID18 height accuracy estimate available here.
 FG1412
 FG1412.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV433353(NAD 83)
 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
 FG1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1412.See file dsdata.pdf to determine how the superseded data were derived.
 FG1412
 FG1412_MARKER: DB = BENCH MARK DISK
 FG1412_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG1412_STAMPING: J 94 1935
 FG1412_MARK LOGO: CGS
 FG1412_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1479 ***********************************************************************
 FG1479  DESIGNATION -  J 95
 FG1479  PID         -  FG1479
 FG1479  STATE/COUNTY-  AR/JOHNSON
 FG1479  COUNTRY     -  US
 FG1479  USGS QUAD   -  OARK (2017)
 FG1479
 FG1479                         *CURRENT SURVEY CONTROL
 FG1479  ______________________________________________________________________
 FG1479* NAD 83(1986) POSITION- 35 38 01.     (N) 093 35 45.     (W)   SCALED
 FG1479* NAVD 88 ORTHO HEIGHT -   461.061 (meters)     1512.66  (feet) ADJUSTED
 FG1479  ______________________________________________________________________
 FG1479  GEOID HEIGHT    -        -28.501 (meters)                     GEOID18
 FG1479  DYNAMIC HEIGHT  -        460.612 (meters)     1511.19  (feet) COMP
 FG1479  MODELED GRAVITY -    979,647.1   (mgal)                       NAVD 88
 FG1479
 FG1479  VERT ORDER      -  SECOND    CLASS 0
 FG1479
 FG1479.The horizontal coordinates were scaled from a map and have
 FG1479.an estimated accuracy of +/- 6 seconds.
 FG1479
 FG1479.The orthometric height was determined by differential leveling and
 FG1479.adjusted by the NATIONAL GEODETIC SURVEY
 FG1479.in June 1991.
 FG1479
 FG1479.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1479.GEOID18 height accuracy estimate available here.
 FG1479
 FG1479.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV460434(NAD 83)
 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
 FG1479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1479.See file dsdata.pdf to determine how the superseded data were derived.
 FG1479
 FG1479_MARKER: DB = BENCH MARK DISK
 FG1479_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG1479_STAMPING: J 95 1935
 FG1479_MARK LOGO: CGS
 FG1479_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0501 ***********************************************************************
 EJ0501  DESIGNATION -  J 97
 EJ0501  PID         -  EJ0501
 EJ0501  STATE/COUNTY-  AR/JEFFERSON
 EJ0501  COUNTRY     -  US
 EJ0501  USGS QUAD   -  REDFIELD (2017)
 EJ0501
 EJ0501                         *CURRENT SURVEY CONTROL
 EJ0501  ______________________________________________________________________
 EJ0501* NAD 83(1986) POSITION- 34 22 49.     (N) 092 09 51.     (W)   SCALED
 EJ0501* NAVD 88 ORTHO HEIGHT -   103.946 (meters)      341.03  (feet) ADJUSTED
 EJ0501  ______________________________________________________________________
 EJ0501  GEOID HEIGHT    -        -26.046 (meters)                     GEOID18
 EJ0501  DYNAMIC HEIGHT  -        103.846 (meters)      340.70  (feet) COMP
 EJ0501  MODELED GRAVITY -    979,679.5   (mgal)                       NAVD 88
 EJ0501
 EJ0501  VERT ORDER      -  FIRST     CLASS II
 EJ0501
 EJ0501.The horizontal coordinates were scaled from a map and have
 EJ0501.an estimated accuracy of +/- 6 seconds.
 EJ0501
 EJ0501.The orthometric height was determined by differential leveling and
 EJ0501.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0501.in June 1991.
 EJ0501
 EJ0501.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0501.GEOID18 height accuracy estimate available here.
 EJ0501
 EJ0501.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU768046(NAD 83)
 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
 EJ0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0501.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0501
 EJ0501_MARKER: DB = BENCH MARK DISK
 EJ0501_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0501_STAMPING: J 97 1935
 EJ0501_MARK LOGO: CGS
 EJ0501_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0894 ***********************************************************************
 EJ0894  DESIGNATION -  J 98
 EJ0894  PID         -  EJ0894
 EJ0894  STATE/COUNTY-  AR/SALINE
 EJ0894  COUNTRY     -  US
 EJ0894  USGS QUAD   -  LAKE NORRELL (2017)
 EJ0894
 EJ0894                         *CURRENT SURVEY CONTROL
 EJ0894  ______________________________________________________________________
 EJ0894* NAD 83(1986) POSITION- 34 41 35.     (N) 092 39 47.     (W)   SCALED
 EJ0894* NAVD 88 ORTHO HEIGHT -   119.213 (meters)      391.12  (feet) ADJUSTED
 EJ0894  ______________________________________________________________________
 EJ0894  GEOID HEIGHT    -        -26.949 (meters)                     GEOID18
 EJ0894  DYNAMIC HEIGHT  -        119.099 (meters)      390.74  (feet) COMP
 EJ0894  MODELED GRAVITY -    979,678.4   (mgal)                       NAVD 88
 EJ0894
 EJ0894  VERT ORDER      -  SECOND    CLASS 0
 EJ0894
 EJ0894.The horizontal coordinates were scaled from a map and have
 EJ0894.an estimated accuracy of +/- 6 seconds.
 EJ0894
 EJ0894.The orthometric height was determined by differential leveling and
 EJ0894.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0894.in June 1991.
 EJ0894
 EJ0894.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0894.GEOID18 height accuracy estimate available here.
 EJ0894
 EJ0894.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU308390(NAD 83)
 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
 EJ0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0894.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0894
 EJ0894_MARKER: DB = BENCH MARK DISK
 EJ0894_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0894_STAMPING: J 98 1935
 EJ0894_MARK LOGO: CGS
 EJ0894_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0842 ***********************************************************************
 EJ0842  DESIGNATION -  J 99
 EJ0842  PID         -  EJ0842
 EJ0842  STATE/COUNTY-  AR/PULASKI
 EJ0842  COUNTRY     -  US
 EJ0842  USGS QUAD   -  FERNDALE (2017)
 EJ0842
 EJ0842                         *CURRENT SURVEY CONTROL
 EJ0842  ______________________________________________________________________
 EJ0842* NAD 83(1986) POSITION- 34 49 14.17   (N) 092 31 23.84   (W)   HD_HELD1
 EJ0842* NAVD 88 ORTHO HEIGHT -    94.879 (meters)      311.28  (feet) ADJUSTED
 EJ0842  ______________________________________________________________________
 EJ0842  GEOID HEIGHT    -        -27.159 (meters)                     GEOID18
 EJ0842  DYNAMIC HEIGHT  -         94.789 (meters)      310.99  (feet) COMP
 EJ0842  MODELED GRAVITY -    979,690.3   (mgal)                       NAVD 88
 EJ0842
 EJ0842  VERT ORDER      -  SECOND    CLASS 0
 EJ0842
 EJ0842.The horizontal coordinates were determined by differentially corrected
 EJ0842.hand held GPS observations or other comparable positioning techniques
 EJ0842.and have an estimated accuracy of +/- 3 meters.
 EJ0842
 EJ0842.The orthometric height was determined by differential leveling and
 EJ0842.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0842.in June 1991.
 EJ0842
 EJ0842.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0842.GEOID18 height accuracy estimate available here.
 EJ0842
 EJ0842.Click photographs - Photos may exist for this station.
 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     -   639,029.8     352,125.5     MT  (+/- 3 meters HH1 GPS) 
 EJ0842
 EJ0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU4359553252(NAD 83)
 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
 EJ0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0842.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0842
 EJ0842_MARKER: DB = BENCH MARK DISK
 EJ0842_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0842_STAMPING: J 99 1935
 EJ0842_MARK LOGO: CGS
 EJ0842_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0842
 EJ0842  HISTORY     - Date     Condition        Report By
 EJ0842  HISTORY     - 1935     MONUMENTED       CGS
 EJ0842  HISTORY     - 1960     MARK NOT FOUND   CGS
 EJ0842  HISTORY     - 19920515 GOOD             USACEL
 EJ0842
 EJ0842                          STATION DESCRIPTION
 EJ0842
 EJ0842'DESCRIBED BY COAST AND 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.
 EJ0842
 EJ0842                          STATION RECOVERY (1992)
 EJ0842
 EJ0842'RECOVERY NOTE BY USACE LITTLE ROCK 1992 (KEH)
 EJ0842'A REFERENCE IN FIELDBOOK 92FP-3 INDICATED THAT THIS MARK WAS RECOVERED
 EJ0842'ON 15 MAY 1992.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR8384 ***********************************************************************
 DR8384  HT_MOD      -  This is a Height Modernization Survey Station.
 DR8384  DESIGNATION -  J GEFKEN
 DR8384  PID         -  DR8384
 DR8384  STATE/COUNTY-  AR/FRANKLIN
 DR8384  COUNTRY     -  US
 DR8384  USGS QUAD   -  OZARK (2017)
 DR8384
 DR8384                         *CURRENT SURVEY CONTROL
 DR8384  ______________________________________________________________________
 DR8384* NAD 83(2011) POSITION- 35 28 26.75483(N) 093 48 51.19392(W)   ADJUSTED
 DR8384* NAD 83(2011) ELLIP HT-    87.239 (meters)        (03/22/22)   ADJUSTED
 DR8384* NAD 83(2011) EPOCH   -  2010.00
 DR8384* NAVD 88 ORTHO HEIGHT -   116.48  (meters)      382.2   (feet) GPS OBS
 DR8384  ______________________________________________________________________
 DR8384  GEOID HEIGHT    -        -29.279 (meters)                     GEOID18
 DR8384  NAD 83(2011) X  -   -345,922.061 (meters)                     COMP
 DR8384  NAD 83(2011) Y  - -5,188,632.126 (meters)                     COMP
 DR8384  NAD 83(2011) Z  -  3,680,878.663 (meters)                     COMP
 DR8384  LAPLACE CORR    -          1.10  (seconds)                    DEFLEC18
 DR8384
 DR8384  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR8384  Standards:
 DR8384         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR8384            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR8384  -------------------------------------------------------------------
 DR8384  NETWORK    0.65   1.04           0.27   0.26   0.53      0.02380806
 DR8384  -------------------------------------------------------------------
 DR8384  Click here for local accuracies and other accuracy information.
 DR8384
 DR8384.The horizontal coordinates were established by GPS observations
 DR8384.and adjusted by the USACE LITTLE ROCK in March 2022.
 DR8384
 DR8384.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR8384.been affixed to the stable North American tectonic plate. See 
 DR8384.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR8384
 DR8384.The horizontal coordinates are valid at the epoch date displayed above
 DR8384.which is a decimal equivalence of Year/Month/Day.
 DR8384
 DR8384.The orthometric height was determined by GPS observations and a
 DR8384.high-resolution geoid model using precise GPS observation and
 DR8384.processing techniques.
 DR8384
 DR8384.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8384.GEOID18 height accuracy estimate available here.
 DR8384
 DR8384.Click photographs - Photos may exist for this station.
 DR8384
 DR8384.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR8384
 DR8384.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR8384
 DR8384.The ellipsoidal height was determined by GPS observations
 DR8384.and is referenced to NAD 83.
 DR8384
 DR8384. The following values were computed from the NAD 83(2011) position.
 DR8384
 DR8384;                    North         East     Units Scale Factor Converg.
 DR8384;SPC AR N     -   128,074.754   235,363.613   MT  0.99993777   -1 03 20.5
 DR8384;SPC AR N     -   420,191.92    772,188.79   sFT  0.99993777   -1 03 20.5
 DR8384;UTM  15      - 3,925,925.465   426,131.299   MT  0.99966724   -0 28 21.2
 DR8384
 DR8384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR8384!SPC AR N     -   0.99998631  x   0.99993777  =   0.99992408
 DR8384!UTM  15      -   0.99998631  x   0.99966724  =   0.99965355
 DR8384
 DR8384_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV2613125925(NAD 83)
 DR8384
 DR8384                          SUPERSEDED SURVEY CONTROL
 DR8384
 DR8384.No superseded survey control is available for this station.
 DR8384
 DR8384_MARKER: DD = SURVEY DISK
 DR8384_SETTING: 41 = SET IN A LARGE STRUCTURE WITH FOUNDATIONS ON BEDROCK
 DR8384_SP_SET: DAM
 DR8384_STAMPING: J GEFFKEN 2010
 DR8384_MARK LOGO: USACE
 DR8384_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR8384_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DR8384+STABILITY: POSITION/ELEVATION WELL
 DR8384_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR8384+SATELLITE: SATELLITE OBSERVATIONS - January 01, 2010
 DR8384
 DR8384  HISTORY     - Date     Condition        Report By
 DR8384  HISTORY     - 20100101 MONUMENTED       USACEL
 DR8384
 DR8384                          STATION DESCRIPTION
 DR8384
 DR8384'DESCRIBED BY USACE LITTLE ROCK 2010 (JKC)
 DR8384'THE STATION IS LOCATED ABOUT 7.7 MI (12.4 KM) SOUTHEAST OF CRAVENS,
 DR8384'6.9 MI (11.1 KM) SOUTH OF WATALULA AND 1.2 MI (1.9 KM) SOUTHEAST OF
 DR8384'OZARK.
 DR8384'
 DR8384'THE STATION IS LOCATED ON LOCK AND DAM NUMBER 12 ON THE ARKANSAS RIVER
 DR8384'IN THE CONCRETE WALKWAY, AT THE NORTH END, ON THE RIVER SIDE OF THE
 DR8384'LOCK WALL. ACCESS IS RESTRICTED TO AUTHORIZED PERSONNEL ONLY.    IT IS
 DR8384'5.7 M (18.7 FT) NORTH-NORTHEAST OF THE CENTER OF A METAL CLEAT, 3.4 M
 DR8384'(11.2 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A METAL LIGHT POLE WITH
 DR8384'WIND SOCK, 2.2 M (7.2 FT) NORTHEAST OF THE WEST HAND RAIL, 1.8 M (5.9
 DR8384'FT) SOUTHWEST OF THE EAST HAND RAIL.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ6312 ***********************************************************************
 DQ6312  DESIGNATION -  J TADEL
 DQ6312  PID         -  DQ6312
 DQ6312  STATE/COUNTY-  AR/DREW
 DQ6312  COUNTRY     -  US
 DQ6312  USGS QUAD   -  MONTICELLO SOUTH (2017)
 DQ6312
 DQ6312                         *CURRENT SURVEY CONTROL
 DQ6312  ______________________________________________________________________
 DQ6312* NAD 83(1986) POSITION- 33 35 40.5    (N) 091 48 47.5    (W)   HD_HELD2
 DQ6312* NAVD 88 ORTHO HEIGHT -    77.671 (meters)      254.83  (feet) ADJUSTED
 DQ6312  ______________________________________________________________________
 DQ6312  GEOID HEIGHT    -        -25.751 (meters)                     GEOID18
 DQ6312  DYNAMIC HEIGHT  -         77.591 (meters)      254.56  (feet) COMP
 DQ6312  MODELED GRAVITY -    979,608.8   (mgal)                       NAVD 88
 DQ6312
 DQ6312  VERT ORDER      -  SECOND    CLASS I
 DQ6312
 DQ6312.The horizontal coordinates were established by autonomous hand held GPS
 DQ6312.observations and have an estimated accuracy of +/- 10 meters.
 DQ6312
 DQ6312.The orthometric height was determined by differential leveling and
 DQ6312.adjusted by the NATIONAL GEODETIC SURVEY
 DQ6312.in October 2017.
 DQ6312
 DQ6312.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ6312.GEOID18 height accuracy estimate available here.
 DQ6312
 DQ6312.Click photographs - Photos may exist for this station.
 DQ6312
 DQ6312.The dynamic height is computed by dividing the NAVD 88
 DQ6312.geopotential number by the normal gravity value computed on the
 DQ6312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ6312.degrees latitude (g = 980.6199 gals.).
 DQ6312
 DQ6312.The modeled gravity was interpolated from observed gravity values.
 DQ6312
 DQ6312;                    North         East    Units  Estimated Accuracy
 DQ6312;SPC AR S     -   502,933.      417,339.      MT  (+/- 10 meters HH2 GPS)
 DQ6312
 DQ6312_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT1011917836(NAD 83)
 DQ6312
 DQ6312                          SUPERSEDED SURVEY CONTROL
 DQ6312
 DQ6312.No superseded survey control is available for this station.
 DQ6312
 DQ6312_MARKER: DB = BENCH MARK DISK
 DQ6312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ6312_STAMPING: J TADEL 2017
 DQ6312_MARK LOGO: ARHD
 DQ6312_PROJECTION: PROJECTING 5 CENTIMETERS
 DQ6312_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ6312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ6312+STABILITY: SURFACE MOTION
 DQ6312_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ6312+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2017
 DQ6312
 DQ6312  HISTORY     - Date     Condition        Report By
 DQ6312  HISTORY     - 20170919 MONUMENTED       ARHD
 DQ6312
 DQ6312                          STATION DESCRIPTION
 DQ6312
 DQ6312'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2017 (JDH)
 DQ6312'THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) NORTH OF LADELLE, 7.2 MI
 DQ6312'(11.6 KM) EAST-SOUTHEAST OF WILMAR AND 2.7 MI (4.3 KM) SOUTH-SOUTHWEST
 DQ6312'OF MONTICELLO.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ6312'
 DQ6312'TO REACH FROM THE INTERSECTION OF US HIGHWAY 425 AND STATE HIGHWAY 83S
 DQ6312'SOUTH, GO SOUTH ON 83S FOR 1.95 MI (3.14 KM) TO THE STATION ON THE
 DQ6312'RIGHT BEHIND THE UAM AGRICULTURE BUILDING.
 DQ6312'
 DQ6312'IT IS IN THE NORTH SIDE OF THE ARMO CORS CONCRETE BASE, 72 FT (21.9 M)
 DQ6312'WEST OF A CONCRETE DRIVE CENTERLINE AND 17 FT (5.2 M) EAST OF A BARB
 DQ6312'WIRE FENCE.
 DQ6312'
 DQ6312'NOTE-THIS MONUMENT IS 10 FT (3.0 M) DEEP AND 2 FT (0.6 M) IN DIAMETER.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH2959 ***********************************************************************
 EH2959  DESIGNATION -  JACKS BAY
 EH2959  PID         -  EH2959
 EH2959  STATE/COUNTY-  AR/ARKANSAS
 EH2959  COUNTRY     -  US
 EH2959  USGS QUAD   -  HENRICO SW (2017)
 EH2959
 EH2959                         *CURRENT SURVEY CONTROL
 EH2959  ______________________________________________________________________
 EH2959* NAD 83(1997) POSITION- 34 05 43.29178(N) 091 10 11.08882(W)   ADJUSTED
 EH2959* NAVD 88 ORTHO HEIGHT -    46.12  (+/-2cm)      151.3   (feet) VERTCON3
 EH2959  ______________________________________________________________________
 EH2959  GEOID HEIGHT    -        -26.411 (meters)                     GEOID18
 EH2959  LAPLACE CORR    -         -1.72  (seconds)                    DEFLEC18
 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
 EH2959.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2959.GEOID18 height accuracy estimate available here.
 EH2959
 EH2959.The vertical order pertains to the NGVD 29 superseded value.
 EH2959
 EH2959.Click photographs - Photos may exist for this station.
 EH2959
 EH2959.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2959
 EH2959. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 EH2959:SPC AR S     -  TICHNOR                                  297 25 37.3
 EH2959:SPC MS W     -  TICHNOR                                  298 21 38.2
 EH2959:UTM  15      -  TICHNOR                                  296 51 55.8
 EH2959
 EH2959_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT6884174241(NAD 83)
 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(1993)-  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              46.16   (m)          151.4    (f) LEVELING    3  
 EH2959
 EH2959.Superseded values are not recommended for survey control.
 EH2959
 EH2959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2959.See file dsdata.pdf to determine how the superseded data were derived.
 EH2959
 EH2959_MARKER: DS = TRIANGULATION STATION DISK
 EH2959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2959_STAMPING: JACKS BAY 1964
 EH2959_MARK LOGO: CGS
 EH2959_PROJECTION: RECESSED 3 CENTIMETERS
 EH2959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2959+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DL0106 ***********************************************************************
 DL0106  DESIGNATION -  JACKS ISLAND BOLT
 DL0106  PID         -  DL0106
 DL0106  STATE/COUNTY-  AR/UNION
 DL0106  COUNTRY     -  US
 DL0106  USGS QUAD   -  MORO BAY (2017)
 DL0106
 DL0106                         *CURRENT SURVEY CONTROL
 DL0106  ______________________________________________________________________
 DL0106* NAD 83(1986) POSITION- 33 15 44.60   (N) 092 17 18.10   (W)   HD_HELD1
 DL0106* NAVD 88 ORTHO HEIGHT -    23.884 (meters)       78.36  (feet) ADJUSTED
 DL0106  ______________________________________________________________________
 DL0106  GEOID HEIGHT    -        -26.181 (meters)                     GEOID18
 DL0106  DYNAMIC HEIGHT  -         23.859 (meters)       78.28  (feet) COMP
 DL0106  MODELED GRAVITY -    979,570.7   (mgal)                       NAVD 88
 DL0106
 DL0106  VERT ORDER      -  SECOND    CLASS 0
 DL0106
 DL0106.The horizontal coordinates were determined by differentially corrected
 DL0106.hand held GPS observations or other comparable positioning techniques
 DL0106.and have an estimated accuracy of +/- 3 meters.
 DL0106
 DL0106.The orthometric height was determined by differential leveling and
 DL0106.adjusted by the NATIONAL GEODETIC SURVEY
 DL0106.in June 1991.
 DL0106
 DL0106.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0106.GEOID18 height accuracy estimate available here.
 DL0106
 DL0106.Click photographs - Photos may exist for this station.
 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     -   466,112.0     373,131.6     MT  (+/- 3 meters HH1 GPS) 
 DL0106
 DL0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS6628180601(NAD 83)
 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
 DL0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0106.See file dsdata.pdf to determine how the superseded data were derived.
 DL0106
 DL0106_MARKER: B = BOLT
 DL0106_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL0106_SP_SET: UNDERGROUND STONE
 DL0106_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0106
 DL0106  HISTORY     - Date     Condition        Report By
 DL0106  HISTORY     - UNK      MONUMENTED       USACE
 DL0106  HISTORY     - 1960     MARK NOT FOUND   CGS
 DL0106
 DL0106                          STATION DESCRIPTION
 DL0106
 DL0106'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DM1186 ***********************************************************************
 DM1186  DESIGNATION -  JACKSON
 DM1186  PID         -  DM1186
 DM1186  STATE/COUNTY-  AR/LITTLE RIVER
 DM1186  COUNTRY     -  US
 DM1186  USGS QUAD   -  FOREMAN (2017)
 DM1186
 DM1186                         *CURRENT SURVEY CONTROL
 DM1186  ______________________________________________________________________
 DM1186* NAD 83(1997) POSITION- 33 43 37.62017(N) 094 25 28.14785(W)   ADJUSTED
 DM1186* NAVD 88 ORTHO HEIGHT -   130.    (meters)      427.    (feet) SCALED
 DM1186  ______________________________________________________________________
 DM1186  GEOID HEIGHT    -        -27.123 (meters)                     GEOID18
 DM1186  LAPLACE CORR    -          0.43  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1186.GEOID18 height accuracy estimate available here.
 DM1186
 DM1186.Click photographs - Photos may exist for this station.
 DM1186
 DM1186.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM1186
 DM1186. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT6802732810(NAD 83)
 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(1993)-  33 43 37.62225(N)    094 25 28.14637(W) AD(       ) 3
 DM1186  NAD 83(1993)-  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
 DM1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1186.See file dsdata.pdf to determine how the superseded data were derived.
 DM1186
 DM1186_MARKER: DS = TRIANGULATION STATION DISK
 DM1186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1186_STAMPING: JACKSON 1952
 DM1186_MARK LOGO: CGS
 DM1186_PROJECTION: FLUSH
 DM1186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1186+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1716 ***********************************************************************
 EJ1716  DESIGNATION -  JACOBS
 EJ1716  PID         -  EJ1716
 EJ1716  STATE/COUNTY-  AR/PULASKI
 EJ1716  COUNTRY     -  US
 EJ1716  USGS QUAD   -  LITTLE ROCK (2017)
 EJ1716
 EJ1716                         *CURRENT SURVEY CONTROL
 EJ1716  ______________________________________________________________________
 EJ1716* NAD 83(1997) POSITION- 34 37 43.19587(N) 092 19 31.88234(W)   ADJUSTED
 EJ1716* NAVD 88 ORTHO HEIGHT -   141.    (meters)      463.    (feet) SCALED
 EJ1716  ______________________________________________________________________
 EJ1716  GEOID HEIGHT    -        -26.428 (meters)                     GEOID18
 EJ1716  LAPLACE CORR    -         -0.63  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1716.GEOID18 height accuracy estimate available here.
 EJ1716
 EJ1716.Click photographs - Photos may exist for this station.
 EJ1716
 EJ1716.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1716
 EJ1716. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 EJ1716:SPC AR S     -  CRYSTAL                                  307 27 07.6
 EJ1716:UTM  15      -  CRYSTAL                                  306 53 11.9
 EJ1716
 EJ1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6182432071(NAD 83)
 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
 EJ1716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1716.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1716
 EJ1716_MARKER: DS = TRIANGULATION STATION DISK
 EJ1716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1716_STAMPING: JACOBS 1940
 EJ1716_MARK LOGO: CGS
 EJ1716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1716+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1430 ***********************************************************************
 FF1430  DESIGNATION -  JADE
 FF1430  PID         -  FF1430
 FF1430  STATE/COUNTY-  AR/WHITE
 FF1430  COUNTRY     -  US
 FF1430  USGS QUAD   -  KENSETT (2017)
 FF1430
 FF1430                         *CURRENT SURVEY CONTROL
 FF1430  ______________________________________________________________________
 FF1430* NAD 83(1986) POSITION- 35 13 12.     (N) 091 41 00.     (W)   SCALED
 FF1430* NAVD 88 ORTHO HEIGHT -    68.24  (+/-2cm)      223.9   (feet) VERTCON3
 FF1430  ______________________________________________________________________
 FF1430  GEOID HEIGHT    -        -27.351 (meters)                     GEOID18
 FF1430  VERT ORDER      -  ? (See Below)
 FF1430
 FF1430.The horizontal coordinates were scaled from a 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
 FF1430.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1430.GEOID18 height accuracy estimate available here.
 FF1430
 FF1430.The vertical order pertains to the NGVD 29 superseded value.
 FF1430
 FF1430.Click photographs - Photos may exist for this station.
 FF1430
 FF1430;                    North         East    Units  Estimated Accuracy
 FF1430;SPC AR N     -    98,410.      428,830.      MT  (+/- 180 meters Scaled)
 FF1430
 FF1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU198982(NAD 83)
 FF1430
 FF1430                          SUPERSEDED SURVEY CONTROL
 FF1430
 FF1430  NGVD 29 (11/26/84)   68.194  (m)          223.73   (f) ADJUSTED       
 FF1430
 FF1430.Superseded values are not recommended for survey control.
 FF1430
 FF1430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1430.See file dsdata.pdf to determine how the superseded data were derived.
 FF1430
 FF1430_MARKER: DD = SURVEY DISK
 FF1430_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF1430_STAMPING: JADE 1934
 FF1430_MARK LOGO: CGS+SS
 FF1430_PROJECTION: PROJECTING 9 CENTIMETERS
 FF1430_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1416 ***********************************************************************
 FF1416  DESIGNATION -  JAIL
 FF1416  PID         -  FF1416
 FF1416  STATE/COUNTY-  AR/WHITE
 FF1416  COUNTRY     -  US
 FF1416  USGS QUAD   -  KENSETT (2017)
 FF1416
 FF1416                         *CURRENT SURVEY CONTROL
 FF1416  ______________________________________________________________________
 FF1416* NAD 83(1986) POSITION- 35 12 50.     (N) 091 38 03.     (W)   SCALED
 FF1416* NAVD 88 ORTHO HEIGHT -    67.807 (meters)      222.46  (feet) ADJUSTED
 FF1416  ______________________________________________________________________
 FF1416  GEOID HEIGHT    -        -27.358 (meters)                     GEOID18
 FF1416  DYNAMIC HEIGHT  -         67.746 (meters)      222.26  (feet) COMP
 FF1416  MODELED GRAVITY -    979,732.7   (mgal)                       NAVD 88
 FF1416
 FF1416  VERT ORDER      -  SECOND    CLASS 0
 FF1416
 FF1416.The horizontal coordinates were scaled from a map and have
 FF1416.an estimated accuracy of +/- 6 seconds.
 FF1416
 FF1416.The orthometric height was determined by differential leveling and
 FF1416.adjusted by the NATIONAL GEODETIC SURVEY
 FF1416.in June 1991.
 FF1416
 FF1416.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1416.GEOID18 height accuracy estimate available here.
 FF1416
 FF1416.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU243976(NAD 83)
 FF1416
 FF1416                          SUPERSEDED SURVEY CONTROL
 FF1416
 FF1416  NGVD 29 (11/26/84)   67.765  (m)          222.33   (f) ADJUSTED    2 0
 FF1416
 FF1416.Superseded values are not recommended for survey control.
 FF1416
 FF1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1416.See file dsdata.pdf to determine how the superseded data were derived.
 FF1416
 FF1416_MARKER: DD = SURVEY DISK
 FF1416_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF1416_STAMPING: JAIL 1934
 FF1416_MARK LOGO: CGS+SS
 FF1416_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ2051 ***********************************************************************
 EJ2051  DESIGNATION -  JAMES
 EJ2051  PID         -  EJ2051
 EJ2051  STATE/COUNTY-  AR/SCOTT
 EJ2051  COUNTRY     -  US
 EJ2051  USGS QUAD   -  FREEDOM MOUNTAIN (2017)
 EJ2051
 EJ2051                         *CURRENT SURVEY CONTROL
 EJ2051  ______________________________________________________________________
 EJ2051* NAD 83(1997) POSITION- 34 53 39.57642(N) 093 48 49.58628(W)   ADJUSTED
 EJ2051* NAVD 88 ORTHO HEIGHT -   463.89  (+/-2cm)     1521.9   (feet) VERTCON3
 EJ2051  ______________________________________________________________________
 EJ2051  GEOID HEIGHT    -        -30.030 (meters)                     GEOID18
 EJ2051  LAPLACE CORR    -          2.11  (seconds)                    DEFLEC18
 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
 EJ2051.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ2051.GEOID18 height accuracy estimate available here.
 EJ2051
 EJ2051.The vertical order pertains to the NGVD 29 superseded value.
 EJ2051
 EJ2051.Click photographs - Photos may exist for this station.
 EJ2051
 EJ2051.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ2051
 EJ2051. The following values were computed from the NAD 83(1997) position.
 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  =   0.99960007
 EJ2051
 EJ2051:                Primary Azimuth Mark                     Grid Az
 EJ2051:SPC AR N     -  JEAN RESET                               037 04 15.2
 EJ2051:UTM  15      -  JEAN RESET                               036 28 51.6
 EJ2051
 EJ2051_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU2564561626(NAD 83)
 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(1993)-  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             463.79   (m)         1521.6    (f) LEVELING    3  
 EJ2051
 EJ2051.Superseded values are not recommended for survey control.
 EJ2051
 EJ2051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2051.See file dsdata.pdf to determine how the superseded data were derived.
 EJ2051
 EJ2051_MARKER: DS = TRIANGULATION STATION DISK
 EJ2051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ2051_STAMPING: JAMES 1956
 EJ2051_MARK LOGO: CGS
 EJ2051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ2051+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1841 ***********************************************************************
 FG1841  DESIGNATION -  JAMES
 FG1841  PID         -  FG1841
 FG1841  STATE/COUNTY-  AR/YELL
 FG1841  COUNTRY     -  US
 FG1841  USGS QUAD   -  OLA (2017)
 FG1841
 FG1841                         *CURRENT SURVEY CONTROL
 FG1841  ______________________________________________________________________
 FG1841* NAD 83(1997) POSITION- 35 02 22.73571(N) 093 11 40.07056(W)   ADJUSTED
 FG1841* NAVD 88 ORTHO HEIGHT -   128.    (meters)      420.    (feet) SCALED
 FG1841  ______________________________________________________________________
 FG1841  GEOID HEIGHT    -        -29.229 (meters)                     GEOID18
 FG1841  LAPLACE CORR    -          2.71  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1841.GEOID18 height accuracy estimate available here.
 FG1841
 FG1841.Click photographs - Photos may exist for this station.
 FG1841
 FG1841.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1841
 FG1841. The following values were computed from the NAD 83(1997) position.
 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     -   0.99998449  x   0.99998080  =   0.99996529
 FG1841!UTM  15      -   0.99998449  x   0.99960388  =   0.99958838
 FG1841
 FG1841:                Primary Azimuth Mark                     Grid Az
 FG1841:SPC AR N     -  OLA MUNICIPAL TANK                       260 57 02.3
 FG1841:UTM  15      -  OLA MUNICIPAL TANK                       260 22 02.0
 FG1841
 FG1841_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU8226377457(NAD 83)
 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
 FG1841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1841.See file dsdata.pdf to determine how the superseded data were derived.
 FG1841
 FG1841_MARKER: DS = TRIANGULATION STATION DISK
 FG1841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1841_STAMPING: JAMES 1940
 FG1841_MARK LOGO: CGS
 FG1841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1841+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DQ3626 ***********************************************************************
 DQ3626  DESIGNATION -  JAMES
 DQ3626  PID         -  DQ3626
 DQ3626  STATE/COUNTY-  AR/SEARCY
 DQ3626  COUNTRY     -  US
 DQ3626  USGS QUAD   -  WESTERN GROVE (2017)
 DQ3626
 DQ3626                         *CURRENT SURVEY CONTROL
 DQ3626  ______________________________________________________________________
 DQ3626* NAD 83(1986) POSITION- 36 03 51.9    (N) 092 56 22.6    (W)   HD_HELD2
 DQ3626* NAVD 88 ORTHO HEIGHT -   419.692 (meters)     1376.94  (feet) ADJUSTED
 DQ3626  ______________________________________________________________________
 DQ3626  GEOID HEIGHT    -        -28.325 (meters)                     GEOID18
 DQ3626  DYNAMIC HEIGHT  -        419.312 (meters)     1375.69  (feet) COMP
 DQ3626  MODELED GRAVITY -    979,716.0   (mgal)                       NAVD 88
 DQ3626
 DQ3626  VERT ORDER      -  SECOND    CLASS I
 DQ3626
 DQ3626.The horizontal coordinates were established by autonomous hand held GPS
 DQ3626.observations and have an estimated accuracy of +/- 10 meters.
 DQ3626
 DQ3626.The orthometric height was determined by differential leveling and
 DQ3626.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3626.in January 2017.
 DQ3626
 DQ3626.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3626.GEOID18 height accuracy estimate available here.
 DQ3626
 DQ3626.Click photographs - Photos may exist for this station.
 DQ3626
 DQ3626.The dynamic height is computed by dividing the NAVD 88
 DQ3626.geopotential number by the normal gravity value computed on the
 DQ3626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3626.degrees latitude (g = 980.6199 gals.).
 DQ3626
 DQ3626.The modeled gravity was interpolated from observed gravity values.
 DQ3626
 DQ3626;                    North         East    Units  Estimated Accuracy
 DQ3626;SPC AR N     -   192,457.      315,354.      MT  (+/- 10 meters HH2 GPS)
 DQ3626
 DQ3626_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV0543891094(NAD 83)
 DQ3626
 DQ3626                          SUPERSEDED SURVEY CONTROL
 DQ3626
 DQ3626.No superseded survey control is available for this station.
 DQ3626
 DQ3626_MARKER: DB = BENCH MARK DISK
 DQ3626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3626_STAMPING: JAMES 2016
 DQ3626_MARK LOGO: ARHD
 DQ3626_PROJECTION: FLUSH
 DQ3626_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DQ3626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3626+STABILITY: SURFACE MOTION
 DQ3626_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ3626+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2016
 DQ3626
 DQ3626  HISTORY     - Date     Condition        Report By
 DQ3626  HISTORY     - 20160420 MONUMENTED       ARHD
 DQ3626
 DQ3626                          STATION DESCRIPTION
 DQ3626
 DQ3626'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 DQ3626'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) EAST-NORTHEAST OF HASTY,
 DQ3626'6.5 MI (10.5 KM) SOUTH-SOUTHWEST OF EVERTON AND 2.6 MI (4.2 KM)
 DQ3626'SOUTH-SOUTHEAST OF WESTERN GROVE.  OWNERSHIP--WAYNE-JAMES.
 DQ3626'
 DQ3626'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 123
 DQ3626'SOUTH, GO SOUTH ON HIGHWAY 65 FOR 2.2 MI (3.5 KM) TO COUNTY ROAD
 DQ3626'HERMAN'S LANE.  TURN RIGHT ON HERMANS LANE AND GO SOUTH FOR 0.03 MI
 DQ3626'(0.05 KM) TO THE STATION ON THE LEFT.
 DQ3626'
 DQ3626'IT IS 36 FT (11.0 M) WEST OF THE SOUTHWEST CORNER OF A CARPORT, 38 FT
 DQ3626'(11.6 M) SOUTH OF A GRAVEL DRIVE CENTERLINE, 19 FT (5.8 M) EAST OF
 DQ3626'HERMAN'S LANE CENTERLINE AND 3 FT (0.9 M) NORTHWEST OF A FENCE CORNER.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1881 ***********************************************************************
 FF1881  DESIGNATION -  JAMESTOWN
 FF1881  PID         -  FF1881
 FF1881  STATE/COUNTY-  AR/INDEPENDENCE
 FF1881  COUNTRY     -  US
 FF1881  USGS QUAD   -  JAMESTOWN (2017)
 FF1881
 FF1881                         *CURRENT SURVEY CONTROL
 FF1881  ______________________________________________________________________
 FF1881* NAD 83(1997) POSITION- 35 39 40.12615(N) 091 41 58.88848(W)   ADJUSTED
 FF1881* NAVD 88 ORTHO HEIGHT -   301.    (meters)      988.    (feet) SCALED
 FF1881  ______________________________________________________________________
 FF1881  GEOID HEIGHT    -        -27.373 (meters)                     GEOID18
 FF1881  LAPLACE CORR    -         -0.81  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1881.GEOID18 height accuracy estimate available here.
 FF1881
 FF1881.Click photographs - Photos may exist for this station.
 FF1881
 FF1881.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1881
 FF1881. The following values were computed from the NAD 83(1997) position.
 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  =   0.99989388
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV1769647144(NAD 83)
 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
 FF1881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1881.See file dsdata.pdf to determine how the superseded data were derived.
 FF1881
 FF1881_MARKER: DS = TRIANGULATION STATION DISK
 FF1881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1881_STAMPING: JAMESTOWN 1954
 FF1881_MARK LOGO: CGS
 FF1881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1881+STABILITY: SURFACE MOTION
 FF1881_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF1881+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2015
 FF1881
 FF1881  HISTORY     - Date     Condition        Report By
 FF1881  HISTORY     - 1954     MONUMENTED       CGS
 FF1881  HISTORY     - 20150228 GOOD             ARHD
 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.
 FF1881
 FF1881                          STATION RECOVERY (2015)
 FF1881
 FF1881'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (VJB)
 FF1881'STATION, RM 1 AND RM 2 RECOVERED. AZIMUTH MARK NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR7327 ***********************************************************************
 DR7327  DESIGNATION -  JAN JONES
 DR7327  PID         -  DR7327
 DR7327  STATE/COUNTY-  AR/SHARP
 DR7327  COUNTRY     -  US
 DR7327  USGS QUAD   -  HARDY (2017)
 DR7327
 DR7327                         *CURRENT SURVEY CONTROL
 DR7327  ______________________________________________________________________
 DR7327* NAD 83(1986) POSITION- 36 18 48.88   (N) 091 28 58.38   (W)   HD_HELD1
 DR7327* NAVD 88 ORTHO HEIGHT -   112.194 (meters)      368.09  (feet) ADJUSTED
 DR7327  ______________________________________________________________________
 DR7327  GEOID HEIGHT    -        -28.409 (meters)                     GEOID18
 DR7327  DYNAMIC HEIGHT  -        112.101 (meters)      367.78  (feet) COMP
 DR7327  MODELED GRAVITY -    979,802.3   (mgal)                       NAVD 88
 DR7327
 DR7327  VERT ORDER      -  SECOND    CLASS I
 DR7327
 DR7327.The horizontal coordinates were determined by differentially corrected
 DR7327.hand held GPS observations or other comparable positioning techniques
 DR7327.and have an estimated accuracy of +/- 3 meters.
 DR7327
 DR7327.The orthometric height was determined by differential leveling and
 DR7327.adjusted by the NATIONAL GEODETIC SURVEY
 DR7327.in January 2022.
 DR7327
 DR7327.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7327.GEOID18 height accuracy estimate available here.
 DR7327
 DR7327.Click photographs - Photos may exist for this station.
 DR7327
 DR7327.The dynamic height is computed by dividing the NAVD 88
 DR7327.geopotential number by the normal gravity value computed on the
 DR7327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7327.degrees latitude (g = 980.6199 gals.).
 DR7327
 DR7327.The modeled gravity was interpolated from observed gravity values.
 DR7327
 DR7327;                    North         East    Units  Estimated Accuracy
 DR7327;SPC AR N     -   219,822.3     446,440.4     MT  (+/- 3 meters HH1 GPS) 
 DR7327
 DR7327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA3619519797(NAD 83)
 DR7327
 DR7327                          SUPERSEDED SURVEY CONTROL
 DR7327
 DR7327.No superseded survey control is available for this station.
 DR7327
 DR7327_MARKER: DD = SURVEY DISK
 DR7327_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DR7327_SP_SET: BRIDGE PARAPET WALL
 DR7327_STAMPING: JAN JONES 2015
 DR7327_MARK LOGO: USACEL
 DR7327_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR7327_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7327_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR7327+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2021
 DR7327
 DR7327  HISTORY     - Date     Condition        Report By
 DR7327  HISTORY     - 2015     MONUMENTED       USACEL
 DR7327  HISTORY     - 20210913 GOOD             ARHD
 DR7327
 DR7327                          STATION DESCRIPTION
 DR7327
 DR7327'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2021 (JDH)
 DR7327'THE MARK IS LOCATED ABOUT 8.2 MI (13.2 KM) WEST-NORTHWEST OF
 DR7327'WILLIFORD, 4.0 MI (6.4 KM) NORTH-NORTHEAST OF STUART AND IN THE TOWN
 DR7327'OF HARDY, AR.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7327'
 DR7327'TO REACH FROM THE INTERSECTION OF US HIGHWAY 63 AND CITY STREET SPRING
 DR7327'STREET, HEAD SOUTH ALONG SPRING STREET FOR 0.15 MI (0.24 KM) TO THE
 DR7327'STATION ON THE RIGHT, A BOLT IN THE NORTHWEST CORNER OF THE BRIDGE
 DR7327'PARAPET WALL.
 DR7327'
 DR7327'IT IS 18 FT (5.5 M) WEST OF RIVERVIEW STREET CENTERLINE AND 5 FT (1.5
 DR7327'M) EAST OF THE USGS STREAM GAGING STATION.
 DR7327'
 DR7327'NOTE-THE MARK IS THE BOLT WHICH IS THROUGH THE CENTER OF A USACEL
 DR7327'DISK.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1417 ***********************************************************************
 FF1417  DESIGNATION -  JANE
 FF1417  PID         -  FF1417
 FF1417  STATE/COUNTY-  AR/WHITE
 FF1417  COUNTRY     -  US
 FF1417  USGS QUAD   -  KENSETT (2017)
 FF1417
 FF1417                         *CURRENT SURVEY CONTROL
 FF1417  ______________________________________________________________________
 FF1417* NAD 83(1986) POSITION- 35 13 26.     (N) 091 39 20.     (W)   SCALED
 FF1417* NAVD 88 ORTHO HEIGHT -    67.433 (meters)      221.24  (feet) ADJUSTED
 FF1417  ______________________________________________________________________
 FF1417  GEOID HEIGHT    -        -27.353 (meters)                     GEOID18
 FF1417  DYNAMIC HEIGHT  -         67.372 (meters)      221.04  (feet) COMP
 FF1417  MODELED GRAVITY -    979,733.7   (mgal)                       NAVD 88
 FF1417
 FF1417  VERT ORDER      -  SECOND    CLASS 0
 FF1417
 FF1417.The horizontal coordinates were scaled from a map and have
 FF1417.an estimated accuracy of +/- 6 seconds.
 FF1417
 FF1417.The orthometric height was determined by differential leveling and
 FF1417.adjusted by the NATIONAL GEODETIC SURVEY
 FF1417.in June 1991.
 FF1417
 FF1417.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1417.GEOID18 height accuracy estimate available here.
 FF1417
 FF1417.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU223986(NAD 83)
 FF1417
 FF1417                          SUPERSEDED SURVEY CONTROL
 FF1417
 FF1417  NGVD 29 (11/26/84)   67.390  (m)          221.10   (f) ADJUSTED    2 0
 FF1417
 FF1417.Superseded values are not recommended for survey control.
 FF1417
 FF1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1417.See file dsdata.pdf to determine how the superseded data were derived.
 FF1417
 FF1417_MARKER: DD = SURVEY DISK
 FF1417_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF1417_STAMPING: JANE 1934
 FF1417_MARK LOGO: CGS+SS
 FF1417_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0845 ***********************************************************************
 GE0845  DESIGNATION -  JANES
 GE0845  PID         -  GE0845
 GE0845  STATE/COUNTY-  AR/RANDOLPH
 GE0845  COUNTRY     -  US
 GE0845  USGS QUAD   -  RAVENDEN SPRINGS (2017)
 GE0845
 GE0845                         *CURRENT SURVEY CONTROL
 GE0845  ______________________________________________________________________
 GE0845* NAD 83(1997) POSITION- 36 19 20.46209(N) 091 11 29.13947(W)   ADJUSTED
 GE0845* NAVD 88 ORTHO HEIGHT -   175.    (meters)      574.    (feet) SCALED
 GE0845  ______________________________________________________________________
 GE0845  GEOID HEIGHT    -        -28.394 (meters)                     GEOID18
 GE0845  LAPLACE CORR    -          0.22  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0845.GEOID18 height accuracy estimate available here.
 GE0845
 GE0845.Click photographs - Photos may exist for this station.
 GE0845
 GE0845.The Laplace correction was computed from DEFLEC18 derived deflections.
 GE0845
 GE0845. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 GE0845:SPC AR N     -  JANES AZ MK                              298 35 07.0
 GE0845:UTM  15      -  JANES AZ MK                              297 59 03.4
 GE0845
 GE0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA6234421220(NAD 83)
 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
 GE0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0845.See file dsdata.pdf to determine how the superseded data were derived.
 GE0845
 GE0845_MARKER: DS = TRIANGULATION STATION DISK
 GE0845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0845_STAMPING: JANES 1955
 GE0845_MARK LOGO: CGS
 GE0845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0845+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 AB8286 ***********************************************************************
 AB8286  PACS        -  This is a Primary Airport Control Station.
 AB8286  DESIGNATION -  JBR ARP
 AB8286  PID         -  AB8286
 AB8286  STATE/COUNTY-  AR/CRAIGHEAD
 AB8286  COUNTRY     -  US
 AB8286  USGS QUAD   -  JONESBORO (2017)
 AB8286
 AB8286                         *CURRENT SURVEY CONTROL
 AB8286  ______________________________________________________________________
 AB8286* NAD 83(2011) POSITION- 35 49 48.02395(N) 090 38 54.18196(W)   ADJUSTED
 AB8286* NAD 83(2011) ELLIP HT-    48.949 (meters)        (06/27/12)   ADJUSTED
 AB8286* NAD 83(2011) EPOCH   -  2010.00
 AB8286* NAVD 88 ORTHO HEIGHT -    76.81  (meters)      252.0   (feet) GPS OBS
 AB8286  ______________________________________________________________________
 AB8286  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AB8286  GEOID HEIGHT    -        -27.760 (meters)                     GEOID99
 AB8286  GEOID HEIGHT    -        -27.849 (meters)                     GEOID18
 AB8286  NAD 83(2011) X  -    -58,585.087 (meters)                     COMP
 AB8286  NAD 83(2011) Y  - -5,176,771.139 (meters)                     COMP
 AB8286  NAD 83(2011) Z  -  3,712,944.207 (meters)                     COMP
 AB8286  LAPLACE CORR    -         -1.44  (seconds)                    DEFLEC18
 AB8286
 AB8286  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB8286  Standards:
 AB8286         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB8286            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB8286  -------------------------------------------------------------------
 AB8286  NETWORK    0.94   3.90           0.40   0.35   1.99     -0.35701623
 AB8286  -------------------------------------------------------------------
 AB8286  Click here for local accuracies and other accuracy information.
 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 June 2012.
 AB8286
 AB8286.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB8286.been affixed to the stable North American tectonic plate. See 
 AB8286.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB8286
 AB8286.The horizontal coordinates are valid at the epoch date displayed above
 AB8286.which is a decimal equivalence of Year/Month/Day.
 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 published vertical control network.
 AB8286
 AB8286.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8286.GEOID18 height accuracy estimate available here.
 AB8286
 AB8286.Click photographs - Photos may exist 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 DEFLEC18 derived deflections.
 AB8286
 AB8286.The ellipsoidal height was determined by GPS observations
 AB8286.and is referenced to NAD 83.
 AB8286
 AB8286. The following values were computed from the NAD 83(2011) position.
 AB8286
 AB8286;                    North         East     Units Scale Factor Converg.
 AB8286;SPC AR N     -   166,882.618   522,117.160   MT  0.99994510   +0 47 11.4
 AB8286;SPC AR N     -   547,514.06  1,712,979.38   sFT  0.99994510   +0 47 11.4
 AB8286;UTM  15      - 3,967,646.605   712,418.428   MT  1.00015603   +1 22 37.6
 AB8286
 AB8286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8286!SPC AR N     -   0.99999232  x   0.99994510  =   0.99993742
 AB8286!UTM  15      -   0.99999232  x   1.00015603  =   1.00014835
 AB8286
 AB8286:                Primary Azimuth Mark                     Grid Az
 AB8286:SPC AR N     -  JBR STA B                                237 09 10.8
 AB8286:UTM  15      -  JBR STA B                                236 33 44.6
 AB8286
 AB8286_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV1241867646(NAD 83)
 AB8286
 AB8286|---------------------------------------------------------------------|
 AB8286| PID    Reference Object                     Distance      Geod. Az  |
 AB8286|                                                           dddmmss.s |
 AB8286| AB8285 JBR STA B                           404.467 METERS 2375622.2 |
 AB8286|---------------------------------------------------------------------|
 AB8286
 AB8286                          SUPERSEDED SURVEY CONTROL
 AB8286
 AB8286  NAD 83(2007)-  35 49 48.02395(N)    090 38 54.18301(W) AD(2002.00) 0
 AB8286  ELLIP H (02/10/07)   48.969  (m)                       GP(2002.00)    
 AB8286  ELLIP H (12/17/01)   48.975  (m)                       GP(       ) 1 2
 AB8286  NAD 83(1997)-  35 49 48.02379(N)    090 38 54.18288(W) AD(       ) B
 AB8286  ELLIP H (02/17/00)   48.971  (m)                       GP(       ) 1 2
 AB8286
 AB8286.Superseded values are not recommended for survey control.
 AB8286
 AB8286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8286.See file dsdata.pdf to determine how the superseded data were derived.
 AB8286
 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     - 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).
 AB8286'
 AB8286'THE STATION IS LOCATED ON THE EAST SIDE OF THE CITY OF JONESBORO, AT
 AB8286'THE JONESBORO MUNICIPAL AIRPORT, IN THE GRASS AREA JUST SOUTHEAST OF
 AB8286'THE SOUTHEAST EDGE OF RUNWAY 5-23 AND EAST OF RUNWAY END 5.  FOR
 AB8286'ACCESS TO THE AIRPORT CONTACT MR PHILIP GILLESPIE, AIRPORT MANAGER AT
 AB8286'3901 LINDBERG DRIVE, STE C, JONESBORO, ARKANSAS 72401.
 AB8286'PHONE--870-935-0142.  FAX--870-935-4595.
 AB8286'
 AB8286'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 63 AND 49
 AB8286'(STADIUM BLVD) ON THE SOUTH SIDE OF JONESBORO, GO NORTH ON U.S.
 AB8286'HIGHWAY 49 FOR 2.4 KM (1.50 MI) TO NETTLETON AVE, TURN RIGHT (EAST)
 AB8286'AND CONTINUE FOR 0.5 KM (0.30 MI) TO AIRPORT ROAD.  TURN LEFT
 AB8286'(NORTHEAST), ON AIRPORT ROAD, AND CONTINUE FOR 1.1 KM (0.70 MI) TO A
 AB8286'ROAD ON THE RIGHT (LINDBERG DRIVE) LEADING TO THE AIRPORT, TURN RIGHT
 AB8286'(SOUTHEAST) AND CONTINUE FOR 0.3 KM (0.20 MI) TO A GATE ON THE RIGHT
 AB8286'JUST EAST OF THE FIRST HANGER WEST OF THE TERMINAL.  PASS THROUGH THE
 AB8286'GATE AND DRIVE SOUTH AND SOUTHWEST FOR 0.08 KM (0.05 MI) TO THE RAMP
 AB8286'TURN LEFT (SOUTH-SOUTHEAST) AND CONTINUE FOR 0.3 KM, (0.20 MI)
 AB8286'CROSSING RUNWAY END 5,TO THE STATION TO THE LEFT.
 AB8286'
 AB8286'THE STATION IS LOCATED 118.36 M (388.32 FT) EAST OF THE CENTERLINE OF
 AB8286'RUNWAY END 5, 67.2 M (220.5 FT) EAST OF THE FIRST RUNWAY LIGHT
 AB8286'NORTHEAST OF RUNWAY END 5, 40.3 M (132.2 FT) SOUTHEAST OF THE
 AB8286'SOUTHEAST EDGE OF RUNWAY 5-23, 37.3 M (122.4 FT) SOUTHEAST OF THE
 AB8286'SECOND RUNWAY LIGHT NORTHEAST OF RUNWAY END 5, AND 18.5 M (60.7 FT)
 AB8286'NORTHWEST OF A SHALLOW DITCH LINE CENTER.
 AB8286'
 AB8286'THE STATION IS ABOUT 0.6 M (2.0 FT) BELOW THE RUNWAY LEVEL AND
 AB8286'RECESSED APPROXIMATELY 25 CM BELOW THE GROUND SURFACE.
 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 = MARCH 20, 2026 22:17:28 EDT
 AB8285 ***********************************************************************
 AB8285  SACS        -  This is a Secondary Airport Control Station.
 AB8285  DESIGNATION -  JBR STA B
 AB8285  PID         -  AB8285
 AB8285  STATE/COUNTY-  AR/CRAIGHEAD
 AB8285  COUNTRY     -  US
 AB8285  USGS QUAD   -  JONESBORO (2017)
 AB8285
 AB8285                         *CURRENT SURVEY CONTROL
 AB8285  ______________________________________________________________________
 AB8285* NAD 83(2011) POSITION- 35 49 41.05782(N) 090 39 07.83872(W)   ADJUSTED
 AB8285* NAD 83(2011) ELLIP HT-    49.763 (meters)        (06/27/12)   ADJUSTED
 AB8285* NAD 83(2011) EPOCH   -  2010.00
 AB8285* NAVD 88 ORTHO HEIGHT -    77.61  (meters)      254.6   (feet) GPS OBS
 AB8285  ______________________________________________________________________
 AB8285  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AB8285  GEOID HEIGHT    -        -27.756 (meters)                     GEOID99
 AB8285  GEOID HEIGHT    -        -27.845 (meters)                     GEOID18
 AB8285  NAD 83(2011) X  -    -58,929.278 (meters)                     COMP
 AB8285  NAD 83(2011) Y  - -5,176,893.582 (meters)                     COMP
 AB8285  NAD 83(2011) Z  -  3,712,770.607 (meters)                     COMP
 AB8285  LAPLACE CORR    -         -1.42  (seconds)                    DEFLEC18
 AB8285
 AB8285  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB8285  Standards:
 AB8285         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB8285            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB8285  -------------------------------------------------------------------
 AB8285  NETWORK    0.95   3.92           0.41   0.35   2.00     -0.34848536
 AB8285  -------------------------------------------------------------------
 AB8285  Click here for local accuracies and other accuracy information.
 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 June 2012.
 AB8285
 AB8285.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB8285.been affixed to the stable North American tectonic plate. See 
 AB8285.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB8285
 AB8285.The horizontal coordinates are valid at the epoch date displayed above
 AB8285.which is a decimal equivalence of Year/Month/Day.
 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 published vertical control network.
 AB8285
 AB8285.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8285.GEOID18 height accuracy estimate available here.
 AB8285
 AB8285.Click photographs - Photos may exist 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 DEFLEC18 derived deflections.
 AB8285
 AB8285.The ellipsoidal height was determined by GPS observations
 AB8285.and is referenced to NAD 83.
 AB8285
 AB8285. The following values were computed from the NAD 83(2011) position.
 AB8285
 AB8285;                    North         East     Units Scale Factor Converg.
 AB8285;SPC AR N     -   166,663.248   521,777.377   MT  0.99994496   +0 47 03.5
 AB8285;SPC AR N     -   546,794.34  1,711,864.61   sFT  0.99994496   +0 47 03.5
 AB8285;UTM  15      - 3,967,423.697   712,080.854   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  =   1.00014646
 AB8285
 AB8285:                Primary Azimuth Mark                     Grid Az
 AB8285:SPC AR N     -  JBR ARP                                  057 09 10.7
 AB8285:UTM  15      -  JBR ARP                                  056 33 44.8
 AB8285
 AB8285_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV1208067423(NAD 83)
 AB8285
 AB8285|---------------------------------------------------------------------|
 AB8285| PID    Reference Object                     Distance      Geod. Az  |
 AB8285|                                                           dddmmss.s |
 AB8285| AB8286 JBR ARP                             404.467 METERS 0575614.2 |
 AB8285|---------------------------------------------------------------------|
 AB8285
 AB8285                          SUPERSEDED SURVEY CONTROL
 AB8285
 AB8285  NAD 83(2007)-  35 49 41.05783(N)    090 39 07.83977(W) AD(2002.00) 0
 AB8285  ELLIP H (02/10/07)   49.783  (m)                       GP(2002.00)    
 AB8285  ELLIP H (01/07/02)   49.788  (m)                       GP(       ) 4 1
 AB8285  NAD 83(1997)-  35 49 41.05762(N)    090 39 07.83979(W) AD(       ) 1
 AB8285  ELLIP H (02/17/00)   49.784  (m)                       GP(       ) 4 1
 AB8285
 AB8285.Superseded values are not recommended for survey control.
 AB8285
 AB8285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8285.See file dsdata.pdf to determine how the superseded data were derived.
 AB8285
 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  HISTORY     - 20070810 MARK NOT FOUND   WOOLPT
 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
 AB8285
 AB8285                          STATION RECOVERY (2007)
 AB8285
 AB8285'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2007 (JFH)
 AB8285'MONUMENT NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 AB8288 ***********************************************************************
 AB8288  SACS        -  This is a Secondary Airport Control Station.
 AB8288  DESIGNATION -  JBR STA C
 AB8288  PID         -  AB8288
 AB8288  STATE/COUNTY-  AR/CRAIGHEAD
 AB8288  COUNTRY     -  US
 AB8288  USGS QUAD   -  JONESBORO (2017)
 AB8288
 AB8288                         *CURRENT SURVEY CONTROL
 AB8288  ______________________________________________________________________
 AB8288* NAD 83(2011) POSITION- 35 50 21.37624(N) 090 38 04.97647(W)   ADJUSTED
 AB8288* NAD 83(2011) ELLIP HT-    49.526 (meters)        (06/27/12)   ADJUSTED
 AB8288* NAD 83(2011) EPOCH   -  2010.00
 AB8288* NAVD 88 ORTHO HEIGHT -    77.40  (meters)      253.9   (feet) GPS OBS
 AB8288  ______________________________________________________________________
 AB8288  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AB8288  GEOID HEIGHT    -        -27.779 (meters)                     GEOID99
 AB8288  GEOID HEIGHT    -        -27.868 (meters)                     GEOID18
 AB8288  NAD 83(2011) X  -    -57,343.480 (meters)                     COMP
 AB8288  NAD 83(2011) Y  - -5,176,183.654 (meters)                     COMP
 AB8288  NAD 83(2011) Z  -  3,713,777.924 (meters)                     COMP
 AB8288  LAPLACE CORR    -         -1.57  (seconds)                    DEFLEC18
 AB8288
 AB8288  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB8288  Standards:
 AB8288         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB8288            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB8288  -------------------------------------------------------------------
 AB8288  NETWORK    0.96   3.90           0.41   0.36   1.99     -0.34151822
 AB8288  -------------------------------------------------------------------
 AB8288  Click here for local accuracies and other accuracy information.
 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 June 2012.
 AB8288
 AB8288.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB8288.been affixed to the stable North American tectonic plate. See 
 AB8288.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB8288
 AB8288.The horizontal coordinates are valid at the epoch date displayed above
 AB8288.which is a decimal equivalence of Year/Month/Day.
 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 published vertical control network.
 AB8288
 AB8288.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8288.GEOID18 height accuracy estimate available here.
 AB8288
 AB8288.Click photographs - Photos may exist 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 DEFLEC18 derived deflections.
 AB8288
 AB8288.The ellipsoidal height was determined by GPS observations
 AB8288.and is referenced to NAD 83.
 AB8288
 AB8288. The following values were computed from the NAD 83(2011) position.
 AB8288
 AB8288;                    North         East     Units Scale Factor Converg.
 AB8288;SPC AR N     -   167,927.455   523,337.736   MT  0.99994581   +0 47 40.0
 AB8288;SPC AR N     -   550,941.99  1,716,983.89   sFT  0.99994581   +0 47 40.0
 AB8288;UTM  15      - 3,968,704.197   713,628.425   MT  1.00016239   +1 23 07.5
 AB8288
 AB8288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8288!SPC AR N     -   0.99999223  x   0.99994581  =   0.99993804
 AB8288!UTM  15      -   0.99999223  x   1.00016239  =   1.00015462
 AB8288
 AB8288_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV1362868704(NAD 83)
 AB8288
 AB8288                          SUPERSEDED SURVEY CONTROL
 AB8288
 AB8288  NAD 83(2007)-  35 50 21.37624(N)    090 38 04.97752(W) AD(2002.00) 0
 AB8288  ELLIP H (02/10/07)   49.546  (m)                       GP(2002.00)    
 AB8288  ELLIP H (01/07/02)   49.551  (m)                       GP(       ) 4 1
 AB8288  NAD 83(1997)-  35 50 21.37610(N)    090 38 04.97741(W) AD(       ) 1
 AB8288  ELLIP H (02/17/00)   49.547  (m)                       GP(       ) 4 1
 AB8288
 AB8288.Superseded values are not recommended for survey control.
 AB8288
 AB8288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8288.See file dsdata.pdf to determine how the superseded data were derived.
 AB8288
 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_PROJECTION: RECESSED 8 CENTIMETERS
 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       NOS
 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)
 AB8288'SOUTHEAST OF THE SOUTHERLY CORNER OF RUNWAY END 23, 124.4 FT (37.9 M)
 AB8288'SOUTHEAST OF THE MOST THRESHOLD LIGHT AND 208.8 FT (63.6 M) EAST OF
 AB8288'THE FIRST RUNWAY LIGHT SOUTHWEST OF END 23.
 AB8288'
 AB8288'THE STATION IS A STANDARD TOPOGRAPHIC DISK STAMPED AP 1970 STA C JBR
 AB8288'AND SET IN THE TOP OF A SQUARE CONCRETE POST 3 INCHES BELOW THE
 AB8288'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).
 AB8288'
 AB8288'THE STATION IS LOCATED ON THE EAST SIDE OF THE CITY OF JONESBORO, AT
 AB8288'THE JONESBORO MUNICIPAL AIRPORT, ON THE NORTHEAST SIDE OF THE AIRPORT,
 AB8288'IN 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.
 AB8288'
 AB8288'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 63 AND 49
 AB8288'(STADIUM BLVD) ON THE SOUTH SIDE OF JONESBORO, GO NORTH ON U.S.
 AB8288'HIGHWAY 49 FOR 2.4 KM (1.50 MI) TO NETTLETON AVE, TURN RIGHT (EAST)
 AB8288'AND CONTINUE FOR 0.5 KM (0.30 MI) TO AIRPORT ROAD.  TURN LEFT
 AB8288'(NORTHEAST) ON AIRPORT ROAD, AND CONTINUE FOR 1.1 KM (0.70 MI) TO A
 AB8288'ROAD ON THE RIGHT (LINDBERG DRIVE) LEADING TO THE AIRPORT, TURN RIGHT
 AB8288'(SOUTHEAST) AND CONTINUE FOR 0.3 KM (0.20 MI) TO A GATE ON THE RIGHT
 AB8288'JUST EAST OF THE FIRST HANGER WEST OF THE TERMINAL.  PASS THROUGH THE
 AB8288'GATE AND DRIVE SOUTH AND SOUTHWEST FOR 0.08 KM (0.05 MI) TO THE RAMP,
 AB8288'TURN LEFT (SOUTH-SOUTHEAST) AND CONTINUE ON A TAXIWAY FOR 0.16 KM
 AB8288'(0.10 MI) TO A PARALLEL TAXIWAY, TURN LEFT (NORTHEAST) AND CONTINUE
 AB8288'FOR 1.6 KM (1.00 MI) CROSSING RUNWAY END 23, TO THE STATION TO THE
 AB8288'RIGHT OF A SERVICE ROAD.
 AB8288'
 AB8288'THE STATION IS LOCATED 63.13 M (207.12 FT) SOUTHEAST OF THE CENTERLINE
 AB8288'OF RUNWAY END 23, 40.2 M (131.9 FT) SOUTHEAST OF THE SOUTHERLY CORNER
 AB8288'OF 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'IT IS ABOUT 0.1 M (0.3 FT) BELOW THE SERVICE ROAD LEVEL AND RECESSED
 AB8288'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 = MARCH 20, 2026 22:17:28 EDT
 DM1171 ***********************************************************************
 DM1171  DESIGNATION -  JEAN
 DM1171  PID         -  DM1171
 DM1171  STATE/COUNTY-  AR/LITTLE RIVER
 DM1171  COUNTRY     -  US
 DM1171  USGS QUAD   -  ASHDOWN EAST (2017)
 DM1171
 DM1171                         *CURRENT SURVEY CONTROL
 DM1171  ______________________________________________________________________
 DM1171* NAD 83(1997) POSITION- 33 42 42.65123(N) 094 03 19.28697(W)   ADJUSTED
 DM1171* NAVD 88 ORTHO HEIGHT -    97.25  (+/-2cm)      319.1   (feet) VERTCON3
 DM1171  ______________________________________________________________________
 DM1171  GEOID HEIGHT    -        -27.104 (meters)                     GEOID18
 DM1171  LAPLACE CORR    -         -0.14  (seconds)                    DEFLEC18
 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
 DM1171.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1171.GEOID18 height accuracy estimate available here.
 DM1171
 DM1171.The vertical order pertains to the NGVD 29 superseded value.
 DM1171
 DM1171.Click photographs - Photos may exist for this station.
 DM1171
 DM1171.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM1171
 DM1171. The following values were computed from the NAD 83(1997) position.
 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     -   0.99998899  x   0.99993422  =   0.99992321
 DM1171!UTM  15      -   0.99998899  x   0.99971789  =   0.99970688
 DM1171
 DM1171:                Primary Azimuth Mark                     Grid Az
 DM1171:SPC AR S     -  JEAN AZ MK                               187 17 56.1
 DM1171:UTM  15      -  JEAN AZ MK                               186 44 03.6
 DM1171
 DM1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT0221030706(NAD 83)
 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(1993)-  33 42 42.65612(N)    094 03 19.28271(W) AD(       ) 1
 DM1171  NAD 83(1993)-  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              97.26   (m)          319.1    (f) LEVELING    3  
 DM1171
 DM1171.Superseded values are not recommended for survey control.
 DM1171
 DM1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1171.See file dsdata.pdf to determine how the superseded data were derived.
 DM1171
 DM1171_MARKER: DS = TRIANGULATION STATION DISK
 DM1171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1171_STAMPING: JEAN 1941
 DM1171_MARK LOGO: CGS
 DM1171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1171+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1886 ***********************************************************************
 FG1886  DESIGNATION -  JEAN RESET
 FG1886  PID         -  FG1886
 FG1886  STATE/COUNTY-  AR/YELL
 FG1886  COUNTRY     -  US
 FG1886  USGS QUAD   -  BLUE MOUNTAIN DAM (2017)
 FG1886
 FG1886                         *CURRENT SURVEY CONTROL
 FG1886  ______________________________________________________________________
 FG1886* NAD 83(1997) POSITION- 35 01 22.76368(N) 093 42 00.10185(W)   ADJUSTED
 FG1886* NAVD 88 ORTHO HEIGHT -   743.64  (+/-2cm)     2439.8   (feet) VERTCON3
 FG1886  ______________________________________________________________________
 FG1886  GEOID HEIGHT    -        -29.826 (meters)                     GEOID18
 FG1886  LAPLACE CORR    -          0.52  (seconds)                    DEFLEC18
 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
 FG1886.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1886.GEOID18 height accuracy estimate available here.
 FG1886
 FG1886.The vertical order pertains to the NGVD 29 superseded value.
 FG1886
 FG1886.Click photographs - Photos may exist for this station.
 FG1886
 FG1886.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1886
 FG1886. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 FG1886:SPC AR N     -  JEAN AZ MK                               238 56 41.0
 FG1886:UTM  15      -  JEAN AZ MK                               238 21 26.0
 FG1886
 FG1886_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU3613875816(NAD 83)
 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(1993)-  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  USSD        -  35 01 22.55600(N)    093 41 59.27900(W) AD(       ) 3
 FG1886  NGVD 29             743.55   (m)         2439.5    (f) LEVELING    3  
 FG1886
 FG1886.Superseded values are not recommended for survey control.
 FG1886
 FG1886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1886.See file dsdata.pdf to determine how the superseded data were derived.
 FG1886
 FG1886_MARKER: DS = TRIANGULATION STATION DISK
 FG1886_SETTING: 80 = SET IN A BOULDER
 FG1886_STAMPING: JEAN 1916 1940
 FG1886_MARK LOGO: CGS
 FG1886_PROJECTION: PROJECTING 5 CENTIMETERS
 FG1886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1886+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1951 ***********************************************************************
 FG1951  DESIGNATION -  JEANPORT
 FG1951  PID         -  FG1951
 FG1951  STATE/COUNTY-  AR/CONWAY
 FG1951  COUNTRY     -  US
 FG1951  USGS QUAD   -  ATKINS (2017)
 FG1951
 FG1951                         *CURRENT SURVEY CONTROL
 FG1951  ______________________________________________________________________
 FG1951* NAD 83(1997) POSITION- 35 08 24.20842(N) 092 54 31.26090(W)   ADJUSTED
 FG1951* NAD 83(1997) ELLIP HT-   245.878 (meters)        (09/24/01)   ADJUSTED
 FG1951* NAVD 88 ORTHO HEIGHT -   274.6   (meters)      901.    (feet) VERTCON3
 FG1951  ______________________________________________________________________
 FG1951  GEOID HEIGHT    -        -28.739 (meters)                     GEOID18
 FG1951  NAD 83(1997) X  -   -264,971.523 (meters)                     COMP
 FG1951  NAD 83(1997) Y  - -5,214,972.734 (meters)                     COMP
 FG1951  NAD 83(1997) Z  -  3,650,725.742 (meters)                     COMP
 FG1951  LAPLACE CORR    -          2.44  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1951.GEOID18 height accuracy estimate available here.
 FG1951
 FG1951.Click photographs - Photos may exist for this station.
 FG1951
 FG1951.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FG1951
 FG1951.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1951
 FG1951.The ellipsoidal height was determined by GPS observations
 FG1951.and is referenced to NAD 83.
 FG1951
 FG1951. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU0831888578(NAD 83)
 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)  245.845  (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)  RAPSU86  model used  GPS OBS        
 FG1951
 FG1951.Superseded values are not recommended for survey control.
 FG1951
 FG1951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1951.See file dsdata.pdf to determine how the superseded data were derived.
 FG1951
 FG1951_MARKER: I = METAL ROD
 FG1951_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1952 ***********************************************************************
 FG1952  DESIGNATION -  JEANPORT AZ MK
 FG1952  PID         -  FG1952
 FG1952  STATE/COUNTY-  AR/CONWAY
 FG1952  COUNTRY     -  US
 FG1952  USGS QUAD   -  ATKINS (2017)
 FG1952
 FG1952                         *CURRENT SURVEY CONTROL
 FG1952  ______________________________________________________________________
 FG1952* NAD 83(1997) POSITION- 35 07 59.35966(N) 092 54 48.32751(W)   ADJUSTED
 FG1952* NAD 83(1997) ELLIP HT-   242.243 (meters)        (09/24/01)   ADJUSTED
 FG1952* NAVD 88 ORTHO HEIGHT -   271.0   (meters)      889.    (feet) VERTCON3
 FG1952  ______________________________________________________________________
 FG1952  GEOID HEIGHT    -        -28.741 (meters)                     GEOID18
 FG1952  NAD 83(1997) X  -   -265,425.266 (meters)                     COMP
 FG1952  NAD 83(1997) Y  - -5,215,387.997 (meters)                     COMP
 FG1952  NAD 83(1997) Z  -  3,650,097.387 (meters)                     COMP
 FG1952  LAPLACE CORR    -          2.49  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1952.GEOID18 height accuracy estimate available here.
 FG1952
 FG1952.Click photographs - Photos may exist for this station.
 FG1952
 FG1952.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FG1952
 FG1952.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1952
 FG1952.The ellipsoidal height was determined by GPS observations
 FG1952.and is referenced to NAD 83.
 FG1952
 FG1952. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU0788787813(NAD 83)
 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)  242.211  (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)  RAPSU86  model used  GPS OBS        
 FG1952
 FG1952.Superseded values are not recommended for survey control.
 FG1952
 FG1952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1952.See file dsdata.pdf to determine how the superseded data were derived.
 FG1952
 FG1952_MARKER: I = METAL ROD
 FG1952_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0253 ***********************************************************************
 EJ0253  DESIGNATION -  JEF
 EJ0253  PID         -  EJ0253
 EJ0253  STATE/COUNTY-  AR/PULASKI
 EJ0253  COUNTRY     -  US
 EJ0253  USGS QUAD   -  PINNACLE MOUNTAIN (2017)
 EJ0253
 EJ0253                         *CURRENT SURVEY CONTROL
 EJ0253  ______________________________________________________________________
 EJ0253* NAD 83(1986) POSITION- 34 49 21.     (N) 092 28 35.     (W)   SCALED
 EJ0253* NAVD 88 ORTHO HEIGHT -    83.999 (meters)      275.59  (feet) ADJUSTED
 EJ0253  ______________________________________________________________________
 EJ0253  GEOID HEIGHT    -        -27.092 (meters)                     GEOID18
 EJ0253  DYNAMIC HEIGHT  -         83.921 (meters)      275.33  (feet) COMP
 EJ0253  MODELED GRAVITY -    979,702.6   (mgal)                       NAVD 88
 EJ0253
 EJ0253  VERT ORDER      -  SECOND    CLASS I
 EJ0253
 EJ0253.The horizontal coordinates were scaled from a map and have
 EJ0253.an estimated accuracy of +/- 6 seconds.
 EJ0253
 EJ0253.The orthometric height was determined by differential leveling and
 EJ0253.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0253.in September 2023.
 EJ0253
 EJ0253.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0253.GEOID18 height accuracy estimate available here.
 EJ0253
 EJ0253.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU478534(NAD 83)
 EJ0253
 EJ0253                          SUPERSEDED SURVEY CONTROL
 EJ0253
 EJ0253  NAVD 88 (06/15/91)   84.016  (m)          275.64   (f) SUPERSEDED  2 0
 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
 EJ0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0253.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0253
 EJ0253_MARKER: DD = SURVEY DISK
 EJ0253_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0253_STAMPING: JEF 1934
 EJ0253_MARK LOGO: CGS+SS
 EJ0253_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0253
 EJ0253  HISTORY     - Date     Condition        Report By
 EJ0253  HISTORY     - 1934     MONUMENTED       ARGS
 EJ0253  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0253
 EJ0253                          STATION DESCRIPTION
 EJ0253
 EJ0253'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1934
 EJ0253'0.3 MI EAST FROM PINNACLE ALONG C.R.I. AND P. RY. FROM STATION, SET ON
 EJ0253'SOUTH SIDE OF TRACK, ABOUT 350 FEET NORTHEAST OF M.P. MARKED 152+25,
 EJ0253'54.6 FEET SOUTH OF CENTERLINE OF CHICAGO, ROCK ISLAND AND PACIFIC R.R.
 EJ0253'MAIN TRACK, 5.2 FEET SOUTH OF FENCE PARALLELING RAILROAD AND 2.7 FEET
 EJ0253'SOUTH OF 12-INCH IN DIAMETER PINE TREE.  TABLET SET IN PRECAST
 EJ0253'CONCRETE 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1804 ***********************************************************************
 EJ1804  DESIGNATION -  JEFF
 EJ1804  PID         -  EJ1804
 EJ1804  STATE/COUNTY-  AR/JEFFERSON
 EJ1804  COUNTRY     -  US
 EJ1804  USGS QUAD   -  KEDRON (2017)
 EJ1804
 EJ1804                         *CURRENT SURVEY CONTROL
 EJ1804  ______________________________________________________________________
 EJ1804* NAD 83(1997) POSITION- 34 05 10.27551(N) 092 10 12.09029(W)   ADJUSTED
 EJ1804* NAVD 88 ORTHO HEIGHT -    84.    (meters)      276.    (feet) SCALED
 EJ1804  ______________________________________________________________________
 EJ1804  GEOID HEIGHT    -        -25.900 (meters)                     GEOID18
 EJ1804  LAPLACE CORR    -          1.13  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1804.GEOID18 height accuracy estimate available here.
 EJ1804
 EJ1804.Click photographs - Photos may exist for this station.
 EJ1804
 EJ1804.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1804
 EJ1804. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999089  x   0.99991888  =   0.99990977
 EJ1804!UTM  15      -   0.99999089  x   0.99967227  =   0.99966316
 EJ1804
 EJ1804:                Primary Azimuth Mark                     Grid Az
 EJ1804:SPC AR S     -  JEFF AZ MK                               226 14 17.4
 EJ1804:UTM  15      -  JEFF AZ MK                               225 40 40.2
 EJ1804
 EJ1804_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT7656972023(NAD 83)
 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
 EJ1804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1804.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1804
 EJ1804_MARKER: DS = TRIANGULATION STATION DISK
 EJ1804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1804_STAMPING: JEFF 1964
 EJ1804_MARK LOGO: CGS
 EJ1804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1804+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1766 ***********************************************************************
 EJ1766  DESIGNATION -  JEFFERSON
 EJ1766  PID         -  EJ1766
 EJ1766  STATE/COUNTY-  AR/JEFFERSON
 EJ1766  COUNTRY     -  US
 EJ1766  USGS QUAD   -  WRIGHT (2017)
 EJ1766
 EJ1766                         *CURRENT SURVEY CONTROL
 EJ1766  ______________________________________________________________________
 EJ1766* NAD 83(1997) POSITION- 34 23 33.50951(N) 092 07 08.03030(W)   ADJUSTED
 EJ1766* NAVD 88 ORTHO HEIGHT -    93.    (meters)      305.    (feet) SCALED
 EJ1766  ______________________________________________________________________
 EJ1766  GEOID HEIGHT    -        -26.075 (meters)                     GEOID18
 EJ1766  LAPLACE CORR    -         -0.79  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1766.GEOID18 height accuracy estimate available here.
 EJ1766
 EJ1766.Click photographs - Photos may exist for this station.
 EJ1766
 EJ1766.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1766
 EJ1766. The following values were computed from the NAD 83(1997) position.
 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     -  JEFFERSON AZ MK                          088 47 12.7
 EJ1766:UTM  15      -  JEFFERSON AZ MK                          088 13 21.3
 EJ1766
 EJ1766_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU8099206044(NAD 83)
 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
 EJ1766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1766.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1766
 EJ1766_MARKER: DS = TRIANGULATION STATION DISK
 EJ1766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1766_STAMPING: JEFFERSON 1940
 EJ1766_MARK LOGO: CGS
 EJ1766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1766+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DM1172 ***********************************************************************
 DM1172  DESIGNATION -  JEFFERSON
 DM1172  PID         -  DM1172
 DM1172  STATE/COUNTY-  AR/LITTLE RIVER
 DM1172  COUNTRY     -  US
 DM1172  USGS QUAD   -  ASHDOWN EAST (2017)
 DM1172
 DM1172                         *CURRENT SURVEY CONTROL
 DM1172  ______________________________________________________________________
 DM1172* NAD 83(1997) POSITION- 33 38 17.12105(N) 094 05 45.07354(W)   ADJUSTED
 DM1172* NAVD 88 ORTHO HEIGHT -    99.    (meters)      325.    (feet) SCALED
 DM1172  ______________________________________________________________________
 DM1172  GEOID HEIGHT    -        -27.053 (meters)                     GEOID18
 DM1172  LAPLACE CORR    -         -0.28  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1172.GEOID18 height accuracy estimate available here.
 DM1172
 DM1172.Click photographs - Photos may exist for this station.
 DM1172
 DM1172.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM1172
 DM1172. The following values were computed from the NAD 83(1997) position.
 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     -   0.99998871  x   0.99994224  =   0.99993095
 DM1172!SPC TXNC     -   0.99998871  x   0.99992488  =   0.99991359
 DM1172!UTM  15      -   0.99998871  x   0.99972733  =   0.99971604
 DM1172
 DM1172:                Primary Azimuth Mark                     Grid Az
 DM1172:SPC AR S     -  JEFFERSON AZ MK                          319 56 02.6
 DM1172:SPC TXNC     -  JEFFERSON AZ MK                          316 21 32.5
 DM1172:UTM  15      -  JEFFERSON AZ MK                          319 22 05.2
 DM1172
 DM1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT9837022567(NAD 83)
 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(1993)-  33 38 17.12557(N)    094 05 45.06916(W) AD(       ) 3
 DM1172  NAD 83(1993)-  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
 DM1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1172.See file dsdata.pdf to determine how the superseded data were derived.
 DM1172
 DM1172_MARKER: DS = TRIANGULATION STATION DISK
 DM1172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1172_STAMPING: JEFFERSON 1951
 DM1172_MARK LOGO: CGS
 DM1172_PROJECTION: FLUSH
 DM1172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1172+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1765 ***********************************************************************
 EJ1765  DESIGNATION -  JEFFERSON RM 4
 EJ1765  PID         -  EJ1765
 EJ1765  STATE/COUNTY-  AR/JEFFERSON
 EJ1765  COUNTRY     -  US
 EJ1765  USGS QUAD   -  WRIGHT (2017)
 EJ1765
 EJ1765                         *CURRENT SURVEY CONTROL
 EJ1765  ______________________________________________________________________
 EJ1765* NAD 83(1997) POSITION- 34 23 33.96247(N) 092 07 08.57811(W)   ADJUSTED
 EJ1765* NAVD 88 ORTHO HEIGHT -    93.    (meters)      305.    (feet) SCALED
 EJ1765  ______________________________________________________________________
 EJ1765  GEOID HEIGHT    -        -26.075 (meters)                     GEOID18
 EJ1765  LAPLACE CORR    -         -0.79  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1765.GEOID18 height accuracy estimate available here.
 EJ1765
 EJ1765.Click photographs - Photos may exist for this station.
 EJ1765
 EJ1765.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1765
 EJ1765. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU8097806058(NAD 83)
 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
 EJ1765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1765.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1765
 EJ1765_MARKER: DR = REFERENCE MARK DISK
 EJ1765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1765_STAMPING: JEFFERSON NO 4 1940
 EJ1765_MARK LOGO: CGS
 EJ1765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1765+STABILITY: SURFACE MOTION
 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 (VBM)
 EJ1765'SEE STATION JEFFERSON
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1783 ***********************************************************************
 EJ1783  DESIGNATION -  JEFFERSON TV STATION KATV TWR
 EJ1783  PID         -  EJ1783
 EJ1783  STATE/COUNTY-  AR/JEFFERSON
 EJ1783  COUNTRY     -  US
 EJ1783  USGS QUAD   -  HARDIN (2017)
 EJ1783
 EJ1783                         *CURRENT SURVEY CONTROL
 EJ1783  ______________________________________________________________________
 EJ1783* NAD 83(1997) POSITION- 34 22 12.20195(N) 092 10 06.39993(W)   ADJUSTED
 EJ1783  ______________________________________________________________________
 EJ1783  GEOID HEIGHT    -        -26.039 (meters)                     GEOID18
 EJ1783  LAPLACE CORR    -         -0.50  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1783.GEOID18 height accuracy estimate available here.
 EJ1783
 EJ1783.Click photographs - Photos may exist for this station.
 EJ1783
 EJ1783.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1783
 EJ1783. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7645803501(NAD 83)
 EJ1783
 EJ1783                          SUPERSEDED SURVEY CONTROL
 EJ1783
 EJ1783  NAD 83(1986)-  34 22 12.21099(N)    092 10 06.39245(W) AD(       ) 3
 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
 EJ1783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1783.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1783
 EJ1783_MARKER: 42 = RADIO/TV MAST
 EJ1783_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EJ1783+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2010
 EJ1783
 EJ1783  HISTORY     - Date     Condition        Report By
 EJ1783  HISTORY     - 1964     FIRST OBSERVED   CGS
 EJ1783  HISTORY     - 20100530 GOOD             GEOCAC
 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.
 EJ1783
 EJ1783                          STATION RECOVERY (2010)
 EJ1783
 EJ1783'RECOVERY NOTE BY GEOCACHING 2010 (LPC)
 EJ1783'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ8668 ***********************************************************************
 DQ8668  DESIGNATION -  JEFFREY
 DQ8668  PID         -  DQ8668
 DQ8668  STATE/COUNTY-  AR/DREW
 DQ8668  COUNTRY     -  US
 DQ8668  USGS QUAD   -  SELMA (2017)
 DQ8668
 DQ8668                         *CURRENT SURVEY CONTROL
 DQ8668  ______________________________________________________________________
 DQ8668* NAD 83(1986) POSITION- 33 41 23.67   (N) 091 34 05.66   (W)   HD_HELD1
 DQ8668* NAVD 88 ORTHO HEIGHT -    55.664 (meters)      182.62  (feet) ADJUSTED
 DQ8668  ______________________________________________________________________
 DQ8668  GEOID HEIGHT    -        -25.934 (meters)                     GEOID18
 DQ8668  DYNAMIC HEIGHT  -         55.607 (meters)      182.44  (feet) COMP
 DQ8668  MODELED GRAVITY -    979,621.5   (mgal)                       NAVD 88
 DQ8668
 DQ8668  VERT ORDER      -  SECOND    CLASS I
 DQ8668
 DQ8668.The horizontal coordinates were determined by differentially corrected
 DQ8668.hand held GPS observations or other comparable positioning techniques
 DQ8668.and have an estimated accuracy of +/- 3 meters.
 DQ8668
 DQ8668.The orthometric height was determined by differential leveling and
 DQ8668.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8668.in July 2018.
 DQ8668
 DQ8668.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8668.GEOID18 height accuracy estimate available here.
 DQ8668
 DQ8668.Click photographs - Photos may exist for this station.
 DQ8668
 DQ8668.The dynamic height is computed by dividing the NAVD 88
 DQ8668.geopotential number by the normal gravity value computed on the
 DQ8668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8668.degrees latitude (g = 980.6199 gals.).
 DQ8668
 DQ8668.The modeled gravity was interpolated from observed gravity values.
 DQ8668
 DQ8668;                    North         East    Units  Estimated Accuracy
 DQ8668;SPC AR S     -   513,574.5     440,029.8     MT  (+/- 3 meters HH1 GPS) 
 DQ8668
 DQ8668_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT3270328694(NAD 83)
 DQ8668
 DQ8668                          SUPERSEDED SURVEY CONTROL
 DQ8668
 DQ8668.No superseded survey control is available for this station.
 DQ8668
 DQ8668_MARKER: F = FLANGE-ENCASED ROD
 DQ8668_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DQ8668_STAMPING: JEFFREY 2017
 DQ8668_MARK LOGO: ARHD
 DQ8668_PROJECTION: FLUSH
 DQ8668_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DQ8668_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8668_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8668+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2017
 DQ8668_ROD/PIPE-DEPTH: 8.22 meters
 DQ8668_SLEEVE-DEPTH  : 0.6 meters
 DQ8668
 DQ8668  HISTORY     - Date     Condition        Report By
 DQ8668  HISTORY     - 20171228 MONUMENTED       ARHD
 DQ8668
 DQ8668                          STATION DESCRIPTION
 DQ8668
 DQ8668'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2017 (JDH)
 DQ8668'THE STATION IS LOCATED ABOUT 10.5 MI (16.9 KM) NORTH-NORTHEAST OF
 DQ8668'COMINTO, 7.9 MI (12.7 KM) SOUTHWEST OF WINCHESTER AND IN THE TOWN OF
 DQ8668'SELMA, AR.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ8668'
 DQ8668'TO REACH FROM THE INTERSECTION OF US HIGHWAY 278 AND STATE HIGHWAY
 DQ8668'293, GO NORTH ON HIGHWAY 293 FOR 0.9 MI (1.4 KM) TO THE STATION ON THE
 DQ8668'LEFT.
 DQ8668'
 DQ8668'IT IS 97 FT (29.6 M) SOUTHWEST OF A POWER POLE, 38 FT (11.6 M) WEST OF
 DQ8668'HIGHWAY 293 CENTERLINE AND 3 FT (0.9 M) EAST OF A WITNESS POST AND
 DQ8668'FENCE.
 DQ8668'
 DQ8668'NOTE-ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH (13 CM) LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL1378 ***********************************************************************
 DL1378  DESIGNATION -  JEFFUS
 DL1378  PID         -  DL1378
 DL1378  STATE/COUNTY-  AR/OUACHITA
 DL1378  COUNTRY     -  US
 DL1378  USGS QUAD   -  BUENA VISTA (2017)
 DL1378
 DL1378                         *CURRENT SURVEY CONTROL
 DL1378  ______________________________________________________________________
 DL1378* NAD 83(1997) POSITION- 33 29 26.33723(N) 092 53 38.51005(W)   ADJUSTED
 DL1378* NAVD 88 ORTHO HEIGHT -   103.4   (meters)      339.    (feet) VERTCON3
 DL1378  ______________________________________________________________________
 DL1378  GEOID HEIGHT    -        -26.306 (meters)                     GEOID18
 DL1378  LAPLACE CORR    -          0.57  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1378.GEOID18 height accuracy estimate available here.
 DL1378
 DL1378.Click photographs - Photos may exist for this station.
 DL1378
 DL1378.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1378
 DL1378. The following values were computed from the NAD 83(1997) position.
 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  =   0.99958910
 DL1378
 DL1378:                Primary Azimuth Mark                     Grid Az
 DL1378:SPC AR S     -  JEFFUS AZ MK                             176 48 23.5
 DL1378:UTM  15      -  JEFFUS AZ MK                             176 14 51.6
 DL1378
 DL1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT0984405687(NAD 83)
 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(1993)-  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
 DL1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1378.See file dsdata.pdf to determine how the superseded data were derived.
 DL1378
 DL1378_MARKER: DS = TRIANGULATION STATION DISK
 DL1378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1378_STAMPING: JEFFUS 1965
 DL1378_MARK LOGO: CGS
 DL1378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1378+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1377 ***********************************************************************
 DL1377  DESIGNATION -  JEFFUS RM A
 DL1377  PID         -  DL1377
 DL1377  STATE/COUNTY-  AR/OUACHITA
 DL1377  COUNTRY     -  US
 DL1377  USGS QUAD   -  BUENA VISTA (2017)
 DL1377
 DL1377                         *CURRENT SURVEY CONTROL
 DL1377  ______________________________________________________________________
 DL1377* NAD 83(1997) POSITION- 33 29 25.74290(N) 092 53 37.82033(W)   ADJUSTED
 DL1377* NAVD 88 ORTHO HEIGHT -   103.6   (meters)      340.    (feet) VERTCON3
 DL1377  ______________________________________________________________________
 DL1377  GEOID HEIGHT    -        -26.306 (meters)                     GEOID18
 DL1377  LAPLACE CORR    -          0.57  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1377.GEOID18 height accuracy estimate available here.
 DL1377
 DL1377.Click photographs - Photos may exist for this station.
 DL1377
 DL1377.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1377
 DL1377. The following values were computed from the NAD 83(1997) position.
 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     -  PACE                                     195 50 05.7
 DL1377:UTM  15      -  PACE                                     195 16 33.8
 DL1377
 DL1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT0986105669(NAD 83)
 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(1993)-  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
 DL1377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1377.See file dsdata.pdf to determine how the superseded data were derived.
 DL1377
 DL1377_MARKER: DS = TRIANGULATION STATION DISK
 DL1377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1377_STAMPING: JEFFUS RM A 1965
 DL1377_MARK LOGO: CGS
 DL1377_PROJECTION: FLUSH
 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 = MARCH 20, 2026 22:17:28 EDT
 DK2053 ***********************************************************************
 DK2053  DESIGNATION -  JENKINS
 DK2053  PID         -  DK2053
 DK2053  STATE/COUNTY-  AR/CHICOT
 DK2053  COUNTRY     -  US
 DK2053  USGS QUAD   -  EMINENCE (2017)
 DK2053
 DK2053                         *CURRENT SURVEY CONTROL
 DK2053  ______________________________________________________________________
 DK2053* NAD 83(1997) POSITION- 33 09 29.21055(N) 091 10 21.04078(W)   ADJUSTED
 DK2053* NAVD 88 ORTHO HEIGHT -    39.47  (+/-2cm)      129.5   (feet) VERTCON3
 DK2053  ______________________________________________________________________
 DK2053  GEOID HEIGHT    -        -26.130 (meters)                     GEOID18
 DK2053  LAPLACE CORR    -         -2.29  (seconds)                    DEFLEC18
 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
 DK2053.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK2053.GEOID18 height accuracy estimate available here.
 DK2053
 DK2053.The vertical order pertains to the NGVD 29 superseded value.
 DK2053
 DK2053.Click photographs - Photos may exist for this station.
 DK2053
 DK2053.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK2053
 DK2053. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999791  x   1.00003448  =   1.00003239
 DK2053!SPC MS W     -   0.99999791  x   1.00002553  =   1.00002344
 DK2053!UTM  15      -   0.99999791  x   0.99995811  =   0.99995602
 DK2053
 DK2053:                Primary Azimuth Mark                     Grid Az
 DK2053:SPC AR S     -  JENKINS AZ MK                            256 02 34.0
 DK2053:SPC MS W     -  JENKINS AZ MK                            256 57 53.7
 DK2053:UTM  15      -  JENKINS AZ MK                            255 30 22.1
 DK2053
 DK2053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS7042270302(NAD 83)
 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(1993)-  33 09 29.21076(N)    091 10 21.04085(W) AD(       ) 1
 DK2053  NAD 83(1992)-  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              39.53   (m)          129.7    (f) LEVELING    3  
 DK2053
 DK2053.Superseded values are not recommended for survey control.
 DK2053
 DK2053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2053.See file dsdata.pdf to determine how the superseded data were derived.
 DK2053
 DK2053_MARKER: DS = TRIANGULATION STATION DISK
 DK2053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2053_STAMPING: JENKINS 1929 1939
 DK2053_MARK LOGO: CGS
 DK2053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK2053+STABILITY: SURFACE MOTION
 DK2053
 DK2053  HISTORY     - Date     Condition        Report By
 DK2053  HISTORY     - 1929     MONUMENTED       CGS
 DK2053  HISTORY     - 1937     GOOD             USACE
 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 ABOUT
 DK2053'150 YARDS SOUTH OF SALLY JENKINS HOUSE, AT ANGLE IN LEVEE.
 DK2053'
 DK2053'TO REACH FROM EUDORA GO 3.7 MILES ON ROUTE 65 TO LAKE AND GRAVEL ROAD
 DK2053'TURNING ABRUPTLY TO LEFT WITH FILLING STATION IN FORK OF ROAD, FOLLOW
 DK2053'GRAVEL ROAD 0.8 MILE TO DIRT ROAD JUST BEYOND BRIDGE AT LONE TREE,
 DK2053'TURN LEFT TO LEVEE AND FOLLOW LEVEE ROAD TO SALLY JENKINS HOUSE AND
 DK2053'STATION SITE.  THE JENKINS HOUSE IS OLD AND DILAPIDATED AND STANDS
 DK2053'ABOUT 7 FEET ABOVE THE GROUND.  A CHIMNEY HAS BEEN TORN AWAY AT ITS
 DK2053'SOUTH END.  SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION
 DK2053'MARKS IN CONCRETE.  REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN
 DK2053'CONCRETE.
 DK2053'
 DK2053'REFERENCE MARK NO. 1 IS JUST INSIDE OF FENCE ABOUT 50 FEET SOUTH OF
 DK2053'GATE ON WEST SIDE OF LEVEE ROAD, AND 153.37 METERS (503.2 FEET) FROM
 DK2053'STATION S 88 DEG 03 MIN 15 SEC W.
 DK2053'
 DK2053'REFERENCE MARK NO. 2 IS 6 FEET SOUTH AND 5 FEET WEST OF SOUTHWEST
 DK2053'CORNER OF YARD FENCE IN FRONT OF HOUSE AND 130.72 METERS (428.9 FEET)
 DK2053'FROM STATION 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 R.M.
 DK2053'NO. 2 1929, P.B.M. GAGE 92.
 DK2053'
 DK2053'IN 1931 UNITED STATES ENGINEERS REPORTED LEVEE ENLARGEMENT WOULD COVER
 DK2053'STATION WITH APPROXIMATELY 4 FEET OF DIRT, AND THAT STATION MARK WOULD
 DK2053'BE 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 PLACED
 DK2053'DIRECTLY OVER ORIGINAL MARK.  INSPECTION SHOWED THAT TOP OF PIPE HAD
 DK2053'BEEN DISTURBED (DUE PROBABLY TO WEIGHT OF LEVEE MACHINES DURING
 DK2053'CONSTRUCTION).  THIRD-ORDER MEASUREMENTS FROM TWO REFERENCE MARKS
 DK2053'INDICATED THAT PIPE HAD BEEN MOVED SOUTH 0.002 SEC IN LATITUDE AND
 DK2053'WEST 0.002 SEC IN LONGITUDE.  NEW MEASUREMENTS SHOWED REFERENCE MARK
 DK2053'NO. 1 TO BE 503.04 FEET FROM PIPE S 88 DEG 04 MIN. 16 SEC W.  AND NO.
 DK2053'2 TO BE 428.96 FEET N 8 DEG 46 MIN 15 SEC E.
 DK2053
 DK2053                          STATION RECOVERY (1937)
 DK2053
 DK2053'RECOVERY NOTE BY US ARMY CORPS OF 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.  A
 DK2053'THIRD REFERENCE MARK AND AN AZIMUTH MARK WERE ESTABLISHED BY THIS
 DK2053'PARTY.  NEW DESCRIPTION AS FOLLOWS--
 DK2053'
 DK2053'THE STATION IS ABOUT 8 MILES BY ROAD NORTHEAST OF EUDORA, ON THE
 DK2053'BANQUETTE OF THE LEVEE, ABOUT 150 YARDS SOUTH OF ANNE JENKINS HOUSE,
 DK2053'FORMERLY OWNED BY SALLY JENKINS.  THE JENKINS HOUSE IS AN OLD,
 DK2053'DILAPIDATED, WOODEN STRUCTURE AND NOW RESTS ON THE GROUND INSTEAD OF
 DK2053'SEVEN FEET ABOVE GROUND AS MENTIONED IN ORIGINAL DESCRIPTION.
 DK2053'
 DK2053'THE STATION IS ABOUT HALF WAY UP THE NORTH SIDE OF THE LEVEE AND WAS
 DK2053'FOUND 4.3 FEET BELOW THE SURFACE OF THE GROUND, WITH A 3-INCH IRON
 DK2053'PIPE SET BY THE VICKSBURG DISTRICT ENGINEER OFFICE ON TOP OF IT.  THE
 DK2053'PIPE WAS REMOVED AND A NEW SURFACE MARK, WAS ESTABLISHED AND STAMPED
 DK2053'JENKINS 1929-1939.
 DK2053'
 DK2053'REFERENCE MARK NO. 1 IS WEST OF THE STATION, 2 FEET NORTHWEST OF FENCE
 DK2053'LINE, 16 FEET NORTHWEST OF THE CENTERLINE OF DIRT ROAD, AND ABOUT 260
 DK2053'FEET SOUTHWEST OF A LARGE COTTON WOOD TREE.  THE GATE MENTIONED IN THE
 DK2053'ORIGINAL DESCRIPTION IS NO LONGER THERE.
 DK2053'
 DK2053'REFERENCE MARK NO. 2, P.B.M. GAGE 92 (USE) IS NORTH OF THE STATION, ON
 DK2053'A LINE WITH THE SOUTH-END OF THE JENKINS HOUSE, 6 FEET SOUTH AND 5
 DK2053'FEET WEST OF THE SOUTHWEST CORNER OF THE YARD FENCE.
 DK2053'
 DK2053'REFERENCE MARK NO. 3 IS NORTH-NORTHEAST OF THE STATION, 18 FEET
 DK2053'NORTHWEST OF THE CENTERLINE OF THE DIRT ROAD, 3 FEET SOUTH OF A MAIL
 DK2053'BOX POST WHICH IS JUST SOUTH OF THE LANE TO THE HOUSE.
 DK2053'
 DK2053'AZIMUTH MARK, IS ABOUT 0.25 MILE SOUTHWEST OF THE STATION AT A POINT
 DK2053'OPPOSITE THE FIRST BEND IN THE LEVEE SOUTHWEST OF THE STATION, 13 FEET
 DK2053'NORTHWEST OF THE CENTERLINE OF THE DIRT ROAD AT THE BASE OF THE LEVEE,
 DK2053'IN THE CENTER OF A TRIANGLE AT A SIDE LANE AND NEAR TWO MAIL BOXES.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1734 ***********************************************************************
 FG1734  DESIGNATION -  JENKINS
 FG1734  PID         -  FG1734
 FG1734  STATE/COUNTY-  AR/CONWAY
 FG1734  COUNTRY     -  US
 FG1734  USGS QUAD   -  SOLGOHACHIA (2017)
 FG1734
 FG1734                         *CURRENT SURVEY CONTROL
 FG1734  ______________________________________________________________________
 FG1734* NAD 83(1997) POSITION- 35 15 37.32994(N) 092 41 09.42869(W)   ADJUSTED
 FG1734* NAVD 88 ORTHO HEIGHT -   223.    (meters)      732.    (feet) SCALED
 FG1734  ______________________________________________________________________
 FG1734  GEOID HEIGHT    -        -28.495 (meters)                     GEOID18
 FG1734  LAPLACE CORR    -          3.00  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1734.GEOID18 height accuracy estimate available here.
 FG1734
 FG1734.Click photographs - Photos may exist for this station.
 FG1734
 FG1734.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1734
 FG1734. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 FG1734:SPC AR N     -  JENKINS AZ MK                            338 00 57.9
 FG1734:UTM  15      -  JENKINS AZ MK                            337 26 08.2
 FG1734
 FG1734_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV2856601962(NAD 83)
 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
 FG1734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1734.See file dsdata.pdf to determine how the superseded data were derived.
 FG1734
 FG1734_MARKER: DS = TRIANGULATION STATION DISK
 FG1734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1734_STAMPING: JENKINS 1940
 FG1734_MARK LOGO: CGS
 FG1734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1734+STABILITY: SURFACE MOTION
 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  HISTORY     - 20220915 MARK NOT FOUND   NGS
 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.
 FG1734
 FG1734                          STATION RECOVERY (2022)
 FG1734
 FG1734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (JBW)
 FG1734'A HOUSE HAS BEEN BUILT ON TOP OF THE STATION.  STATION BURIED OR
 FG1734'DESTROYED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK1134 ***********************************************************************
 DK1134  DESIGNATION -  JENKINS RM 1
 DK1134  PID         -  DK1134
 DK1134  STATE/COUNTY-  AR/CHICOT
 DK1134  COUNTRY     -  US
 DK1134  USGS QUAD   -  EMINENCE (2017)
 DK1134
 DK1134                         *CURRENT SURVEY CONTROL
 DK1134  ______________________________________________________________________
 DK1134* NAD 83(1986) POSITION- 33 09 29.04   (N) 091 10 26.96   (W)   HD_HELD1
 DK1134* NAVD 88 ORTHO HEIGHT -    34.41  (+/-2cm)      112.9   (feet) VERTCON3
 DK1134  ______________________________________________________________________
 DK1134  GEOID HEIGHT    -        -26.128 (meters)                     GEOID18
 DK1134  VERT ORDER      -  ? (See Below)
 DK1134
 DK1134.The horizontal coordinates were determined by differentially corrected
 DK1134.hand held GPS observations or other comparable positioning techniques
 DK1134.and have an estimated accuracy of +/- 3 meters.
 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
 DK1134.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1134.GEOID18 height accuracy estimate available here.
 DK1134
 DK1134.The vertical order pertains to the NGVD 29 superseded value.
 DK1134
 DK1134.Click photographs - Photos may exist for this station.
 DK1134
 DK1134;                    North         East    Units  Estimated Accuracy
 DK1134;SPC AR S     -   454,814.5     477,041.7     MT  (+/- 3 meters HH1 GPS) 
 DK1134
 DK1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS7026970294(NAD 83)
 DK1134
 DK1134                          SUPERSEDED SURVEY CONTROL
 DK1134
 DK1134  NGVD 29 (11/26/84)   34.467  (m)          113.08   (f) ADJUSTED       
 DK1134
 DK1134.Superseded values are not recommended for survey control.
 DK1134
 DK1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1134.See file dsdata.pdf to determine how the superseded data were derived.
 DK1134
 DK1134_MARKER: DR = REFERENCE MARK DISK
 DK1134_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK1134_SP_SET: SLAB
 DK1134_STAMPING: JENKINS NO 1 1929
 DK1134_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 DK1133 ***********************************************************************
 DK1133  DESIGNATION -  JENKINS RM 2
 DK1133  PID         -  DK1133
 DK1133  STATE/COUNTY-  AR/CHICOT
 DK1133  COUNTRY     -  US
 DK1133  USGS QUAD   -  EMINENCE (2017)
 DK1133
 DK1133                         *CURRENT SURVEY CONTROL
 DK1133  ______________________________________________________________________
 DK1133* NAD 83(1997) POSITION- 33 09 33.40413(N) 091 10 20.27204(W)   ADJUSTED
 DK1133* NAVD 88 ORTHO HEIGHT -    35.44  (+/-2cm)      116.3   (feet) VERTCON3
 DK1133  ______________________________________________________________________
 DK1133  GEOID HEIGHT    -        -26.131 (meters)                     GEOID18
 DK1133  LAPLACE CORR    -         -2.31  (seconds)                    DEFLEC18
 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
 DK1133.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1133.GEOID18 height accuracy estimate available here.
 DK1133
 DK1133.The vertical order pertains to the NGVD 29 superseded value.
 DK1133
 DK1133.Click photographs - Photos may exist for this station.
 DK1133
 DK1133.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK1133
 DK1133. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS7044070432(NAD 83)
 DK1133
 DK1133                          SUPERSEDED SURVEY CONTROL
 DK1133
 DK1133  NAD 83(1993)-  33 09 33.40434(N)    091 10 20.27211(W) AD(       ) 2
 DK1133  NAD 83(1992)-  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              35.49   (m)          116.4    (f) LEVELING    3  
 DK1133  NGVD 29 (11/26/84)   35.495  (m)          116.45   (f) ADJUSTED       
 DK1133
 DK1133.Superseded values are not recommended for survey control.
 DK1133
 DK1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1133.See file dsdata.pdf to determine how the superseded data were derived.
 DK1133
 DK1133_MARKER: DR = REFERENCE MARK DISK
 DK1133_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1133_STAMPING: JENKINS R.M. NO. 2, 1929, B.M. GAGE 92
 DK1133_MARK LOGO: CGS
 DK1133_MAGNETIC: P = MARKER IS A STEEL PIPE
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0796 ***********************************************************************
 GF0796  DESIGNATION -  JENNINGS
 GF0796  PID         -  GF0796
 GF0796  STATE/COUNTY-  AR/BOONE
 GF0796  COUNTRY     -  US
 GF0796  USGS QUAD   -  BATAVIA (2017)
 GF0796
 GF0796                         *CURRENT SURVEY CONTROL
 GF0796  ______________________________________________________________________
 GF0796* NAD 83(1997) POSITION- 36 18 26.13781(N) 093 14 47.72044(W)   ADJUSTED
 GF0796* NAVD 88 ORTHO HEIGHT -   472.    (meters)     1549.    (feet) SCALED
 GF0796  ______________________________________________________________________
 GF0796  GEOID HEIGHT    -        -28.266 (meters)                     GEOID18
 GF0796  LAPLACE CORR    -         -0.62  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0796.GEOID18 height accuracy estimate available here.
 GF0796
 GF0796.Click photographs - Photos may exist for this station.
 GF0796
 GF0796.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0796
 GF0796. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 GF0796:SPC AR N     -  BRADSHAW                                 264 51 24.5
 GF0796:UTM  15      -  BRADSHAW                                 264 16 38.7
 GF0796
 GF0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA7786218057(NAD 83)
 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
 GF0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0796.See file dsdata.pdf to determine how the superseded data were derived.
 GF0796
 GF0796_MARKER: DS = TRIANGULATION STATION DISK
 GF0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0796_STAMPING: JENNINGS 1961
 GF0796_MARK LOGO: CGS
 GF0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0796+STABILITY: SURFACE MOTION
 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 DEPARTMENT OF TRANSPORTATION 2006 (VJB)
 GF0796'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL1332 ***********************************************************************
 DL1332  DESIGNATION -  JERSEY
 DL1332  PID         -  DL1332
 DL1332  STATE/COUNTY-  AR/BRADLEY
 DL1332  COUNTRY     -  US
 DL1332  USGS QUAD   -  JERSEY (2017)
 DL1332
 DL1332                         *CURRENT SURVEY CONTROL
 DL1332  ______________________________________________________________________
 DL1332* NAD 83(1997) POSITION- 33 25 38.28042(N) 092 18 03.44118(W)   ADJUSTED
 DL1332* NAVD 88 ORTHO HEIGHT -    56.    (meters)      184.    (feet) SCALED
 DL1332  ______________________________________________________________________
 DL1332  GEOID HEIGHT    -        -26.112 (meters)                     GEOID18
 DL1332  LAPLACE CORR    -          1.15  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1332.GEOID18 height accuracy estimate available here.
 DL1332
 DL1332.Click photographs - Photos may exist for this station.
 DL1332
 DL1332.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1332
 DL1332. The following values were computed from the NAD 83(1997) position.
 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     -  ARTESIAN                                 274 26 08.9
 DL1332:UTM  15      -  ARTESIAN                                 273 52 56.1
 DL1332
 DL1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS6498598877(NAD 83)
 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(1993)-  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
 DL1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1332.See file dsdata.pdf to determine how the superseded data were derived.
 DL1332
 DL1332_MARKER: DS = TRIANGULATION STATION DISK
 DL1332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1332_STAMPING: JERSEY 1952
 DL1332_MARK LOGO: CGS
 DL1332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1332+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1763 ***********************************************************************
 FG1763  DESIGNATION -  JERUSALEM
 FG1763  PID         -  FG1763
 FG1763  STATE/COUNTY-  AR/CONWAY
 FG1763  COUNTRY     -  US
 FG1763  USGS QUAD   -  JERUSALEM (2017)
 FG1763
 FG1763                         *CURRENT SURVEY CONTROL
 FG1763  ______________________________________________________________________
 FG1763* NAD 83(1997) POSITION- 35 23 49.46107(N) 092 48 43.36786(W)   ADJUSTED
 FG1763* NAVD 88 ORTHO HEIGHT -   252.    (meters)      827.    (feet) SCALED
 FG1763  ______________________________________________________________________
 FG1763  GEOID HEIGHT    -        -28.549 (meters)                     GEOID18
 FG1763  LAPLACE CORR    -          2.03  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1763.GEOID18 height accuracy estimate available here.
 FG1763
 FG1763.Click photographs - Photos may exist for this station.
 FG1763
 FG1763.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1763
 FG1763. The following values were computed from the NAD 83(1997) position.
 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     -   0.99996493  x   0.99994124  =   0.99990617
 FG1763!UTM  15      -   0.99996493  x   0.99960359  =   0.99956853
 FG1763
 FG1763:                Primary Azimuth Mark                     Grid Az
 FG1763:SPC AR N     -  CROW                                     224 01 37.7
 FG1763:UTM  15      -  CROW                                     223 26 44.7
 FG1763
 FG1763_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV1706717094(NAD 83)
 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
 FG1763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1763.See file dsdata.pdf to determine how the superseded data were derived.
 FG1763
 FG1763_MARKER: DS = TRIANGULATION STATION DISK
 FG1763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1763_STAMPING: JERUSALEM 1954
 FG1763_MARK LOGO: CGS
 FG1763_PROJECTION: PROJECTING
 FG1763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1763+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1413 ***********************************************************************
 FF1413  DESIGNATION -  JEST
 FF1413  PID         -  FF1413
 FF1413  STATE/COUNTY-  AR/WHITE
 FF1413  COUNTRY     -  US
 FF1413  USGS QUAD   -  WEST POINT (2017)
 FF1413
 FF1413                         *CURRENT SURVEY CONTROL
 FF1413  ______________________________________________________________________
 FF1413* NAD 83(1986) POSITION- 35 11 44.     (N) 091 35 35.     (W)   SCALED
 FF1413* NAVD 88 ORTHO HEIGHT -    70.180 (meters)      230.25  (feet) ADJUSTED
 FF1413  ______________________________________________________________________
 FF1413  GEOID HEIGHT    -        -27.367 (meters)                     GEOID18
 FF1413  DYNAMIC HEIGHT  -         70.116 (meters)      230.04  (feet) COMP
 FF1413  MODELED GRAVITY -    979,729.5   (mgal)                       NAVD 88
 FF1413
 FF1413  VERT ORDER      -  SECOND    CLASS 0
 FF1413
 FF1413.The horizontal coordinates were scaled from a map and have
 FF1413.an estimated accuracy of +/- 6 seconds.
 FF1413
 FF1413.The orthometric height was determined by differential leveling and
 FF1413.adjusted by the NATIONAL GEODETIC SURVEY
 FF1413.in June 1991.
 FF1413
 FF1413.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1413.GEOID18 height accuracy estimate available here.
 FF1413
 FF1413.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU280956(NAD 83)
 FF1413
 FF1413                          SUPERSEDED SURVEY CONTROL
 FF1413
 FF1413  NGVD 29 (11/26/84)   70.140  (m)          230.12   (f) ADJUSTED    2 0
 FF1413
 FF1413.Superseded values are not recommended for survey control.
 FF1413
 FF1413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1413.See file dsdata.pdf to determine how the superseded data were derived.
 FF1413
 FF1413_MARKER: DD = SURVEY DISK
 FF1413_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF1413_STAMPING: JEST 1934
 FF1413_MARK LOGO: CGS+SS
 FF1413_PROJECTION: FLUSH
 FF1413_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1925 ***********************************************************************
 FG1925  DESIGNATION -  JETHRO
 FG1925  PID         -  FG1925
 FG1925  STATE/COUNTY-  AR/FRANKLIN
 FG1925  COUNTRY     -  US
 FG1925  USGS QUAD   -  CRAVENS (2017)
 FG1925
 FG1925                         *CURRENT SURVEY CONTROL
 FG1925  ______________________________________________________________________
 FG1925* NAD 83(1997) POSITION- 35 35 39.47333(N) 093 53 49.01598(W)   ADJUSTED
 FG1925* NAVD 88 ORTHO HEIGHT -   340.0   (meters)     1115.    (feet) VERTCON3
 FG1925  ______________________________________________________________________
 FG1925  GEOID HEIGHT    -        -28.858 (meters)                     GEOID18
 FG1925  LAPLACE CORR    -          0.65  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1925.GEOID18 height accuracy estimate available here.
 FG1925
 FG1925.Click photographs - Photos may exist for this station.
 FG1925
 FG1925.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1925
 FG1925. The following values were computed from the NAD 83(1997) position.
 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     -   0.99995117  x   0.99993595  =   0.99988712
 FG1925!UTM  15      -   0.99995117  x   0.99968136  =   0.99963255
 FG1925
 FG1925:                Primary Azimuth Mark                     Grid Az
 FG1925:SPC AR N     -  JETHRO AZ MK                             148 00 12.9
 FG1925:UTM  15      -  JETHRO AZ MK                             147 25 18.6
 FG1925
 FG1925_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV1874739321(NAD 83)
 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(1993)-  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
 FG1925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1925.See file dsdata.pdf to determine how the superseded data were derived.
 FG1925
 FG1925_MARKER: DS = TRIANGULATION STATION DISK
 FG1925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1925_STAMPING: JETHRO 1971
 FG1925_MARK LOGO: CGS
 FG1925_PROJECTION: FLUSH
 FG1925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1925+STABILITY: SURFACE MOTION
 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, R27W, T11N, 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 = MARCH 20, 2026 22:17:28 EDT
 DM1192 ***********************************************************************
 DM1192  DESIGNATION -  JEWELL
 DM1192  PID         -  DM1192
 DM1192  STATE/COUNTY-  AR/LITTLE RIVER
 DM1192  COUNTRY     -  US
 DM1192  USGS QUAD   -  CERROGORDO (2017)
 DM1192
 DM1192                         *CURRENT SURVEY CONTROL
 DM1192  ______________________________________________________________________
 DM1192* NAD 83(1997) POSITION- 33 54 30.73205(N) 094 24 25.41631(W)   ADJUSTED
 DM1192* NAVD 88 ORTHO HEIGHT -    95.    (meters)      312.    (feet) SCALED
 DM1192  ______________________________________________________________________
 DM1192  GEOID HEIGHT    -        -27.541 (meters)                     GEOID18
 DM1192  LAPLACE CORR    -          0.48  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1192.GEOID18 height accuracy estimate available here.
 DM1192
 DM1192.Click photographs - Photos may exist for this station.
 DM1192
 DM1192.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM1192
 DM1192. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 DM1192:SPC AR S     -  JEWELL AZ MK                             203 43 45.1
 DM1192:SPC OK S     -  JEWELL AZ MK                             200 20 33.2
 DM1192:UTM  15      -  JEWELL AZ MK                             203 10 01.3
 DM1192
 DM1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT6991652905(NAD 83)
 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(1993)-  33 54 30.73418(N)    094 24 25.41433(W) AD(       ) 2
 DM1192  NAD 83(1993)-  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
 DM1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1192.See file dsdata.pdf to determine how the superseded data were derived.
 DM1192
 DM1192_MARKER: DS = TRIANGULATION STATION DISK
 DM1192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1192_STAMPING: JEWELL 1952
 DM1192_MARK LOGO: CGS
 DM1192_PROJECTION: FLUSH
 DM1192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1192+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1412 ***********************************************************************
 FF1412  DESIGNATION -  JIBE
 FF1412  PID         -  FF1412
 FF1412  STATE/COUNTY-  AR/WHITE
 FF1412  COUNTRY     -  US
 FF1412  USGS QUAD   -  WEST POINT (2017)
 FF1412
 FF1412                         *CURRENT SURVEY CONTROL
 FF1412  ______________________________________________________________________
 FF1412* NAD 83(1986) POSITION- 35 10 59.     (N) 091 34 00.     (W)   SCALED
 FF1412* NAVD 88 ORTHO HEIGHT -    64.594 (meters)      211.92  (feet) ADJUSTED
 FF1412  ______________________________________________________________________
 FF1412  GEOID HEIGHT    -        -27.370 (meters)                     GEOID18
 FF1412  DYNAMIC HEIGHT  -         64.536 (meters)      211.73  (feet) COMP
 FF1412  MODELED GRAVITY -    979,727.3   (mgal)                       NAVD 88
 FF1412
 FF1412  VERT ORDER      -  SECOND    CLASS 0
 FF1412
 FF1412.The horizontal coordinates were scaled from a map and have
 FF1412.an estimated accuracy of +/- 6 seconds.
 FF1412
 FF1412.The orthometric height was determined by differential leveling and
 FF1412.adjusted by the NATIONAL GEODETIC SURVEY
 FF1412.in June 1991.
 FF1412
 FF1412.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1412.GEOID18 height accuracy estimate available here.
 FF1412
 FF1412.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU305942(NAD 83)
 FF1412
 FF1412                          SUPERSEDED SURVEY CONTROL
 FF1412
 FF1412  NGVD 29 (11/26/84)   64.556  (m)          211.80   (f) ADJUSTED    2 0
 FF1412
 FF1412.Superseded values are not recommended for survey control.
 FF1412
 FF1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1412.See file dsdata.pdf to determine how the superseded data were derived.
 FF1412
 FF1412_MARKER: DD = SURVEY DISK
 FF1412_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF1412_STAMPING: JIBE 1934
 FF1412_MARK LOGO: CGS+SS
 FF1412_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FF2130 ***********************************************************************
 FF2130  DESIGNATION -  JIM CRANE ELEVATOR
 FF2130  PID         -  FF2130
 FF2130  STATE/COUNTY-  AR/CRAIGHEAD
 FF2130  COUNTRY     -  US
 FF2130  USGS QUAD   -  HERMAN (2017)
 FF2130
 FF2130                         *CURRENT SURVEY CONTROL
 FF2130  ______________________________________________________________________
 FF2130* NAD 83(1997) POSITION- 35 46 43.90781(N) 090 48 54.35061(W)   ADJUSTED
 FF2130  ______________________________________________________________________
 FF2130  GEOID HEIGHT    -        -27.755 (meters)                     GEOID18
 FF2130  LAPLACE CORR    -          0.20  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF2130.GEOID18 height accuracy estimate available here.
 FF2130
 FF2130.Click photographs - Photos may exist for this station.
 FF2130
 FF2130.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF2130
 FF2130. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV9748361623(NAD 83)
 FF2130
 FF2130                          SUPERSEDED SURVEY CONTROL
 FF2130
 FF2130  NAD 83(1995)-  35 46 43.91329(N)    090 48 54.35214(W) AD(       ) 3
 FF2130  NAD 83(1986)-  35 46 43.91960(N)    090 48 54.34976(W) AD(       ) 3
 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
 FF2130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2130.See file dsdata.pdf to determine how the superseded data were derived.
 FF2130
 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 = MARCH 20, 2026 22:17:28 EDT
 DQ1245 ***********************************************************************
 DQ1245  DESIGNATION -  JIM MILLER
 DQ1245  PID         -  DQ1245
 DQ1245  STATE/COUNTY-  AR/VAN BUREN
 DQ1245  COUNTRY     -  US
 DQ1245  USGS QUAD   -  TILLY (2017)
 DQ1245
 DQ1245                         *CURRENT SURVEY CONTROL
 DQ1245  ______________________________________________________________________
 DQ1245* NAD 83(1986) POSITION- 35 41 47.46   (N) 092 45 04.15   (W)   HD_HELD1
 DQ1245* NAVD 88 ORTHO HEIGHT -   575.766 (meters)     1888.99  (feet) ADJUSTED
 DQ1245  ______________________________________________________________________
 DQ1245  GEOID HEIGHT    -        -27.954 (meters)                     GEOID18
 DQ1245  DYNAMIC HEIGHT  -        575.207 (meters)     1887.16  (feet) COMP
 DQ1245  MODELED GRAVITY -    979,642.5   (mgal)                       NAVD 88
 DQ1245
 DQ1245  VERT ORDER      -  SECOND    CLASS I
 DQ1245
 DQ1245.The horizontal coordinates were determined by differentially corrected
 DQ1245.hand held GPS observations or other comparable positioning techniques
 DQ1245.and have an estimated accuracy of +/- 3 meters.
 DQ1245
 DQ1245.The orthometric height was determined by differential leveling and
 DQ1245.adjusted by the NATIONAL GEODETIC SURVEY
 DQ1245.in March 2016.
 DQ1245
 DQ1245.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1245.GEOID18 height accuracy estimate available here.
 DQ1245
 DQ1245.Click photographs - Photos may exist for this station.
 DQ1245
 DQ1245.The dynamic height is computed by dividing the NAVD 88
 DQ1245.geopotential number by the normal gravity value computed on the
 DQ1245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ1245.degrees latitude (g = 980.6199 gals.).
 DQ1245
 DQ1245.The modeled gravity was interpolated from observed gravity values.
 DQ1245
 DQ1245;                    North         East    Units  Estimated Accuracy
 DQ1245;SPC AR N     -   151,493.3     332,019.6     MT  (+/- 3 meters HH1 GPS) 
 DQ1245
 DQ1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV2251350317(NAD 83)
 DQ1245
 DQ1245                          SUPERSEDED SURVEY CONTROL
 DQ1245
 DQ1245.No superseded survey control is available for this station.
 DQ1245
 DQ1245_MARKER: DH = HORIZONTAL CONTROL DISK
 DQ1245_SETTING: 66 = SET IN ROCK OUTCROP
 DQ1245_STAMPING: JIM MILLER 2016
 DQ1245_MARK LOGO: NGS
 DQ1245_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ1245_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DQ1245+STABILITY: POSITION/ELEVATION WELL
 DQ1245_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1245+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2016
 DQ1245
 DQ1245  HISTORY     - Date     Condition        Report By
 DQ1245  HISTORY     - 20160128 MONUMENTED       ARHD
 DQ1245
 DQ1245                          STATION DESCRIPTION
 DQ1245
 DQ1245'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 DQ1245'THE STATION IS LOCATED ABOUT 9.8 MI (15.8 KM) NORTH-NORTHEAST OF LOST
 DQ1245'CORNER, 7.0 MI (11.3 KM) NORTH-NORTHWEST OF REX AND 6.0 MI (9.7 KM)
 DQ1245'NORTHWEST OF ALREAD.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ1245'
 DQ1245'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 27 AND STATE HIGHWAY
 DQ1245'254, GO EAST ON HIGHWAY 254 FOR 2 MI (3.2 KM) TO THE STATION ON THE
 DQ1245'LEFT, IN A LARGE ROCK OUTCROP.
 DQ1245'
 DQ1245'IT IS 85 FT (25.9 M) WEST OF A POWER POLE, 29 FT (8.8 M) NORTH OF
 DQ1245'HIGHWAY 254 CENTERLINE AND 22 FT (6.7 M) SOUTH OF A FENCE AND WITNESS
 DQ1245'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1753 ***********************************************************************
 EJ1753  DESIGNATION -  JIMERSON
 EJ1753  PID         -  EJ1753
 EJ1753  STATE/COUNTY-  AR/PULASKI
 EJ1753  COUNTRY     -  US
 EJ1753  USGS QUAD   -  NORTH LITTLE ROCK (2017)
 EJ1753
 EJ1753                         *CURRENT SURVEY CONTROL
 EJ1753  ______________________________________________________________________
 EJ1753* NAD 83(1997) POSITION- 34 46 48.26155(N) 092 22 24.40499(W)   ADJUSTED
 EJ1753* NAVD 88 ORTHO HEIGHT -   182.    (meters)      597.    (feet) SCALED
 EJ1753  ______________________________________________________________________
 EJ1753  GEOID HEIGHT    -        -26.788 (meters)                     GEOID18
 EJ1753  LAPLACE CORR    -          1.00  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1753.GEOID18 height accuracy estimate available here.
 EJ1753
 EJ1753.Click photographs - Photos may exist for this station.
 EJ1753
 EJ1753.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1753
 EJ1753. The following values were computed from the NAD 83(1997) position.
 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     -   0.99997565  x   1.00000302  =   0.99997866
 EJ1753!UTM  15      -   0.99997565  x   0.99964050  =   0.99961615
 EJ1753
 EJ1753:                Primary Azimuth Mark                     Grid Az
 EJ1753:SPC AR S     -  JIMERSON AZ MK                           316 33 48.3
 EJ1753:UTM  15      -  JIMERSON AZ MK                           315 59 49.1
 EJ1753
 EJ1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5732748833(NAD 83)
 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
 EJ1753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1753.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1753
 EJ1753_MARKER: DS = TRIANGULATION STATION DISK
 EJ1753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1753_STAMPING: JIMERSON 1940
 EJ1753_MARK LOGO: CGS
 EJ1753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1753+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DK0921 ***********************************************************************
 DK0921  DESIGNATION -  JJ 245
 DK0921  PID         -  DK0921
 DK0921  STATE/COUNTY-  AR/DESHA
 DK0921  COUNTRY     -  US
 DK0921  USGS QUAD   -  MCGEHEE NORTH (2017)
 DK0921
 DK0921                         *CURRENT SURVEY CONTROL
 DK0921  ______________________________________________________________________
 DK0921* NAD 83(1986) POSITION- 33 39 50.     (N) 091 25 03.     (W)   SCALED
 DK0921* NAVD 88 ORTHO HEIGHT -    43.491 (meters)      142.69  (feet) ADJUSTED
 DK0921  ______________________________________________________________________
 DK0921  GEOID HEIGHT    -        -26.179 (meters)                     GEOID18
 DK0921  DYNAMIC HEIGHT  -         43.447 (meters)      142.54  (feet) COMP
 DK0921  MODELED GRAVITY -    979,610.9   (mgal)                       NAVD 88
 DK0921
 DK0921  VERT ORDER      -  FIRST     CLASS II
 DK0921
 DK0921.The horizontal coordinates were scaled from a map and have
 DK0921.an estimated accuracy of +/- 6 seconds.
 DK0921
 DK0921.The orthometric height was determined by differential leveling and
 DK0921.adjusted by the NATIONAL GEODETIC SURVEY
 DK0921.in June 1991.
 DK0921
 DK0921.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK0921.GEOID18 height accuracy estimate available here.
 DK0921
 DK0921.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT467260(NAD 83)
 DK0921
 DK0921                          SUPERSEDED SURVEY CONTROL
 DK0921
 DK0921  NGVD 29 (11/26/84)   43.615  (m)          143.09   (f) ADJUSTED    1 2
 DK0921
 DK0921.Superseded values are not recommended for survey control.
 DK0921
 DK0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0921.See file dsdata.pdf to determine how the superseded data were derived.
 DK0921
 DK0921_MARKER: DB = BENCH MARK DISK
 DK0921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0921_STAMPING: J J 245 1938
 DK0921_MARK LOGO: CGS
 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 DEPARTMENT OF TRANSPORTATION 2003
 DK0921'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1162 ***********************************************************************
 FF1162  DESIGNATION -  JJ 246
 FF1162  PID         -  FF1162
 FF1162  STATE/COUNTY-  AR/POINSETT
 FF1162  COUNTRY     -  US
 FF1162  USGS QUAD   -  GRUBBS (2017)
 FF1162
 FF1162                         *CURRENT SURVEY CONTROL
 FF1162  ______________________________________________________________________
 FF1162* NAD 83(1986) POSITION- 35 42 23.     (N) 091 00 22.     (W)   SCALED
 FF1162* NAVD 88 ORTHO HEIGHT -    74.412 (meters)      244.13  (feet) ADJUSTED
 FF1162  ______________________________________________________________________
 FF1162  GEOID HEIGHT    -        -27.676 (meters)                     GEOID18
 FF1162  DYNAMIC HEIGHT  -         74.349 (meters)      243.93  (feet) COMP
 FF1162  MODELED GRAVITY -    979,779.0   (mgal)                       NAVD 88
 FF1162
 FF1162  VERT ORDER      -  SECOND    CLASS 0
 FF1162
 FF1162.The horizontal coordinates were scaled from a map and have
 FF1162.an estimated accuracy of +/- 6 seconds.
 FF1162
 FF1162.The orthometric height was determined by differential leveling and
 FF1162.adjusted by the NATIONAL GEODETIC SURVEY
 FF1162.in June 1991.
 FF1162
 FF1162.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1162.GEOID18 height accuracy estimate available here.
 FF1162
 FF1162.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV803532(NAD 83)
 FF1162
 FF1162                          SUPERSEDED SURVEY CONTROL
 FF1162
 FF1162  NGVD 29 (11/26/84)   74.339  (m)          243.89   (f) ADJUSTED    2 0
 FF1162
 FF1162.Superseded values are not recommended for survey control.
 FF1162
 FF1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1162.See file dsdata.pdf to determine how the superseded data were derived.
 FF1162
 FF1162_MARKER: DB = BENCH MARK DISK
 FF1162_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FF1162_SP_SET: BOX CULVERT HEADWALL
 FF1162_STAMPING: JJ 246 1938
 FF1162_MARK LOGO: CGS
 FF1162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1162+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1407 ***********************************************************************
 FF1407  DESIGNATION -  JOBE
 FF1407  PID         -  FF1407
 FF1407  STATE/COUNTY-  AR/WHITE
 FF1407  COUNTRY     -  US
 FF1407  USGS QUAD   -  WEST POINT (2017)
 FF1407
 FF1407                         *CURRENT SURVEY CONTROL
 FF1407  ______________________________________________________________________
 FF1407* NAD 83(1986) POSITION- 35 09 34.     (N) 091 30 48.     (W)   SCALED
 FF1407* NAVD 88 ORTHO HEIGHT -    60.322 (meters)      197.91  (feet) ADJUSTED
 FF1407  ______________________________________________________________________
 FF1407  GEOID HEIGHT    -        -27.362 (meters)                     GEOID18
 FF1407  DYNAMIC HEIGHT  -         60.267 (meters)      197.73  (feet) COMP
 FF1407  MODELED GRAVITY -    979,724.5   (mgal)                       NAVD 88
 FF1407
 FF1407  VERT ORDER      -  SECOND    CLASS 0
 FF1407
 FF1407.The horizontal coordinates were scaled from a map and have
 FF1407.an estimated accuracy of +/- 6 seconds.
 FF1407
 FF1407.The orthometric height was determined by differential leveling and
 FF1407.adjusted by the NATIONAL GEODETIC SURVEY
 FF1407.in June 1991.
 FF1407
 FF1407.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1407.GEOID18 height accuracy estimate available here.
 FF1407
 FF1407.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU354917(NAD 83)
 FF1407
 FF1407                          SUPERSEDED SURVEY CONTROL
 FF1407
 FF1407  NGVD 29 (11/26/84)   60.286  (m)          197.79   (f) ADJUSTED    2 0
 FF1407
 FF1407.Superseded values are not recommended for survey control.
 FF1407
 FF1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1407.See file dsdata.pdf to determine how the superseded data were derived.
 FF1407
 FF1407_MARKER: DD = SURVEY DISK
 FF1407_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF1407_STAMPING: JOBE 1934
 FF1407_MARK LOGO: CGS+SS
 FF1407_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 DQ2326 ***********************************************************************
 DQ2326  DESIGNATION -  JOE CRAIG
 DQ2326  PID         -  DQ2326
 DQ2326  STATE/COUNTY-  AR/PULASKI
 DQ2326  COUNTRY     -  US
 DQ2326  USGS QUAD   -  NORTH LITTLE ROCK (2017)
 DQ2326
 DQ2326                         *CURRENT SURVEY CONTROL
 DQ2326  ______________________________________________________________________
 DQ2326* NAD 83(1986) POSITION- 34 47 54.8    (N) 092 21 21.7    (W)   HD_HELD2
 DQ2326* NAVD 88 ORTHO HEIGHT -    76.711 (meters)      251.68  (feet) ADJUSTED
 DQ2326  ______________________________________________________________________
 DQ2326  GEOID HEIGHT    -        -26.856 (meters)                     GEOID18
 DQ2326  DYNAMIC HEIGHT  -         76.640 (meters)      251.44  (feet) COMP
 DQ2326  MODELED GRAVITY -    979,705.9   (mgal)                       NAVD 88
 DQ2326
 DQ2326  VERT ORDER      -  FIRST     CLASS II
 DQ2326
 DQ2326.The horizontal coordinates were established by autonomous hand held GPS
 DQ2326.observations and have an estimated accuracy of +/- 10 meters.
 DQ2326
 DQ2326.The orthometric height was determined by differential leveling and
 DQ2326.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2326.in June 2016.
 DQ2326
 DQ2326.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2326.GEOID18 height accuracy estimate available here.
 DQ2326
 DQ2326.Click photographs - Photos may exist for this station.
 DQ2326
 DQ2326.The dynamic height is computed by dividing the NAVD 88
 DQ2326.geopotential number by the normal gravity value computed on the
 DQ2326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2326.degrees latitude (g = 980.6199 gals.).
 DQ2326
 DQ2326.The modeled gravity was interpolated from observed gravity values.
 DQ2326
 DQ2326;                    North         East    Units  Estimated Accuracy
 DQ2326;SPC AR S     -   636,518.      367,419.      MT  (+/- 10 meters HH2 GPS)
 DQ2326
 DQ2326_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5890750892(NAD 83)
 DQ2326
 DQ2326                          SUPERSEDED SURVEY CONTROL
 DQ2326
 DQ2326.No superseded survey control is available for this station.
 DQ2326
 DQ2326_MARKER: DD = SURVEY DISK
 DQ2326_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DQ2326_SP_SET: DAM RETAINING WALL
 DQ2326_STAMPING: JOE CRAIG 2016
 DQ2326_MARK LOGO: USACE
 DQ2326_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ2326_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2326_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2326+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2016
 DQ2326
 DQ2326  HISTORY     - Date     Condition        Report By
 DQ2326  HISTORY     - 20160505 MONUMENTED       USACE
 DQ2326
 DQ2326                          STATION DESCRIPTION
 DQ2326
 DQ2326'DESCRIBED BY US ARMY CORPS OF ENGINEERS 2016 (SCC)
 DQ2326'THE STATION IS LOCATED ABOUT 8.2 MI (13.2 KM) EAST-SOUTHEAST OF
 DQ2326'PINNACLE, 5.4 MI (8.7 KM) WEST-NORTHWEST OF NORTH LITTLE ROCK AND 5.2
 DQ2326'MI (8.4 KM) NORTHWEST OF LITTLE ROCK.
 DQ2326'
 DQ2326'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 51 (CRYSTAL HILLS
 DQ2326'ROAD)AND NORTHSHORE DRIVE PROCEED SOUTH 0.12 KM (0.07 MI) TO THE
 DQ2326'INTERSECTION WITH COOKS LANDING ROAD.  TURN RIGHT AND PROCEED
 DQ2326'SOUTHERLY ON ROAD FOR 1.2 KM (0.7 MI) TO THE STATION ON THE RIGHT.
 DQ2326'
 DQ2326'IT IS 16.6 M (54.5 FT) WEST OF THE CENTERLINE OF ROAD, 4.6 M (15.1 FT)
 DQ2326'EAST OF A METAL WITNESS POST AND SIGN L0CATED THE WEST TOP EDGE OF
 DQ2326'LEVY AND ABOUT 1.2 M (3.9 FT) HIGHER THAN THE ROAD.
 DQ2326'
 DQ2326'MONUMENT IS LOCATED IN THE APPROXIMATELY CENTER OF A 4 FT (1.2 M) WIDE
 DQ2326'BURIED DAM RETAINING WALL.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1266 ***********************************************************************
 FF1266  DESIGNATION -  JOHN
 FF1266  PID         -  FF1266
 FF1266  STATE/COUNTY-  AR/WHITE
 FF1266  COUNTRY     -  US
 FF1266  USGS QUAD   -  GEORGETOWN (2017)
 FF1266
 FF1266                         *CURRENT SURVEY CONTROL
 FF1266  ______________________________________________________________________
 FF1266* NAD 83(1986) POSITION- 35 08 52.     (N) 091 29 19.     (W)   SCALED
 FF1266* NAVD 88 ORTHO HEIGHT -    60.989 (meters)      200.09  (feet) ADJUSTED
 FF1266  ______________________________________________________________________
 FF1266  GEOID HEIGHT    -        -27.349 (meters)                     GEOID18
 FF1266  DYNAMIC HEIGHT  -         60.933 (meters)      199.91  (feet) COMP
 FF1266  MODELED GRAVITY -    979,725.0   (mgal)                       NAVD 88
 FF1266
 FF1266  VERT ORDER      -  SECOND    CLASS 0
 FF1266
 FF1266.The horizontal coordinates were scaled from a map and have
 FF1266.an estimated accuracy of +/- 6 seconds.
 FF1266
 FF1266.The orthometric height was determined by differential leveling and
 FF1266.adjusted by the NATIONAL GEODETIC SURVEY
 FF1266.in June 1991.
 FF1266
 FF1266.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1266.GEOID18 height accuracy estimate available here.
 FF1266
 FF1266.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU376904(NAD 83)
 FF1266
 FF1266                          SUPERSEDED SURVEY CONTROL
 FF1266
 FF1266  NGVD 29 (11/26/84)   60.954  (m)          199.98   (f) ADJUSTED    2 0
 FF1266
 FF1266.Superseded values are not recommended for survey control.
 FF1266
 FF1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1266.See file dsdata.pdf to determine how the superseded data were derived.
 FF1266
 FF1266_MARKER: DD = SURVEY DISK
 FF1266_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF1266_STAMPING: JOHN 1934
 FF1266_MARK LOGO: CGS+SS
 FF1266_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 DQ2331 ***********************************************************************
 DQ2331  DESIGNATION -  JOHN BALGAVY
 DQ2331  PID         -  DQ2331
 DQ2331  STATE/COUNTY-  AR/PULASKI
 DQ2331  COUNTRY     -  US
 DQ2331  USGS QUAD   -  NORTH LITTLE ROCK (2017)
 DQ2331
 DQ2331                         *CURRENT SURVEY CONTROL
 DQ2331  ______________________________________________________________________
 DQ2331* NAD 83(1986) POSITION- 34 47 58.46   (N) 092 21 20.01   (W)   HD_HELD1
 DQ2331* NAVD 88 ORTHO HEIGHT -    76.706 (meters)      251.66  (feet) ADJUSTED
 DQ2331  ______________________________________________________________________
 DQ2331  GEOID HEIGHT    -        -26.860 (meters)                     GEOID18
 DQ2331  DYNAMIC HEIGHT  -         76.635 (meters)      251.43  (feet) COMP
 DQ2331  MODELED GRAVITY -    979,706.9   (mgal)                       NAVD 88
 DQ2331
 DQ2331  VERT ORDER      -  FIRST     CLASS II
 DQ2331
 DQ2331.The horizontal coordinates were determined by differentially corrected
 DQ2331.hand held GPS observations or other comparable positioning techniques
 DQ2331.and have an estimated accuracy of +/- 3 meters.
 DQ2331
 DQ2331.The orthometric height was determined by differential leveling and
 DQ2331.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2331.in June 2016.
 DQ2331
 DQ2331.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2331.GEOID18 height accuracy estimate available here.
 DQ2331
 DQ2331.Click photographs - Photos may exist for this station.
 DQ2331
 DQ2331.The dynamic height is computed by dividing the NAVD 88
 DQ2331.geopotential number by the normal gravity value computed on the
 DQ2331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2331.degrees latitude (g = 980.6199 gals.).
 DQ2331
 DQ2331.The modeled gravity was interpolated from observed gravity values.
 DQ2331
 DQ2331;                    North         East    Units  Estimated Accuracy
 DQ2331;SPC AR S     -   636,630.8     367,462.6     MT  (+/- 3 meters HH1 GPS) 
 DQ2331
 DQ2331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5894951005(NAD 83)
 DQ2331
 DQ2331                          SUPERSEDED SURVEY CONTROL
 DQ2331
 DQ2331.No superseded survey control is available for this station.
 DQ2331
 DQ2331_MARKER: DD = SURVEY DISK
 DQ2331_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DQ2331_SP_SET: DAM RETAINING WALL
 DQ2331_STAMPING: JOHN BALGAVY 2016
 DQ2331_MARK LOGO: USACE
 DQ2331_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ2331_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2331_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2331+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2016
 DQ2331
 DQ2331  HISTORY     - Date     Condition        Report By
 DQ2331  HISTORY     - 20160505 MONUMENTED       USACE
 DQ2331
 DQ2331                          STATION DESCRIPTION
 DQ2331
 DQ2331'DESCRIBED BY US ARMY CORPS OF ENGINEERS 2016 (SCC)
 DQ2331'THE STATION IS LOCATED ABOUT 8.2 MI (13.2 KM) EAST-SOUTHEAST OF
 DQ2331'PINNACLE, 5.4 MI (8.7 KM) WEST-NORTHWEST OF NORTH LITTLE ROCK AND 5.2
 DQ2331'MI (8.4 KM) NORTHWEST OF LITTLE ROCK.
 DQ2331'
 DQ2331'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 51 (CRYSTAL HILLS
 DQ2331'ROAD)AND NORTHSHORE DRIVE PROCEED SOUTH 0.12 KM (0.07 MI) TO THE
 DQ2331'INTERSECTION WITH COOKS LANDING ROAD.  TURN RIGHT AND PROCEED
 DQ2331'SOUTHERLY ON ROAD FOR 1.1 KM (0.7 MI) TO THE STATION ON THE RIGHT.
 DQ2331'
 DQ2331'IT IS 18.4 M (60.4 FT) WEST OF THE CENTERLINE OF ROAD, 3.7 M (12.1 FT)
 DQ2331'EAST OF A METAL WITNESS POST AND SIGN L0CATED THE WEST TOP EDGE OF
 DQ2331'LEVY AND ABOUT 1.5 M (4.9 FT) HIGHER THAN THE ROAD.
 DQ2331'
 DQ2331'MONUMENT IS LOCATED IN THE APPROXIMATELY CENTER OF A 4 FT (1.2 M) WIDE
 DQ2331'BURIED DAM RETAINING WALL.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EK0831 ***********************************************************************
 EK0831  DESIGNATION -  JOHNSON
 EK0831  PID         -  EK0831
 EK0831  STATE/COUNTY-  AR/SCOTT
 EK0831  COUNTRY     -  US
 EK0831  USGS QUAD   -  ACORN (2017)
 EK0831
 EK0831                         *CURRENT SURVEY CONTROL
 EK0831  ______________________________________________________________________
 EK0831* NAD 83(1997) POSITION- 34 43 03.99917(N) 094 09 03.42954(W)   ADJUSTED
 EK0831* NAVD 88 ORTHO HEIGHT -   282.    (meters)      925.    (feet) SCALED
 EK0831  ______________________________________________________________________
 EK0831  GEOID HEIGHT    -        -30.447 (meters)                     GEOID18
 EK0831  LAPLACE CORR    -          3.42  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0831.GEOID18 height accuracy estimate available here.
 EK0831
 EK0831.Click photographs - Photos may exist for this station.
 EK0831
 EK0831.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0831
 EK0831. The following values were computed from the NAD 83(1997) position.
 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     -   0.99996050  x   1.00004936  =   1.00000986
 EK0831!SPC AR S     -   0.99996050  x   0.99998946  =   0.99994996
 EK0831!UTM  15      -   0.99996050  x   0.99973689  =   0.99969740
 EK0831
 EK0831:                Primary Azimuth Mark                     Grid Az
 EK0831:SPC AR N     -  WOLF PINNACLE LOOKOUT TOWER              136 02 15.7
 EK0831:SPC AR S     -  WOLF PINNACLE LOOKOUT TOWER              135 59 23.7
 EK0831:UTM  15      -  WOLF PINNACLE LOOKOUT TOWER              135 26 29.8
 EK0831
 EK0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU9461142349(NAD 83)
 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(1993)-  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
 EK0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0831.See file dsdata.pdf to determine how the superseded data were derived.
 EK0831
 EK0831_MARKER: DS = TRIANGULATION STATION DISK
 EK0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0831_STAMPING: JOHNSON 1952
 EK0831_MARK LOGO: CGS
 EK0831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0831+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0988 ***********************************************************************
 GE0988  DESIGNATION -  JOHNSON
 GE0988  PID         -  GE0988
 GE0988  STATE/COUNTY-  AR/CLAY
 GE0988  COUNTRY     -  US
 GE0988  USGS QUAD   -  PIGGOTT (2017)
 GE0988
 GE0988                         *CURRENT SURVEY CONTROL
 GE0988  ______________________________________________________________________
 GE0988* NAD 83(1997) POSITION- 36 25 17.94348(N) 090 12 57.81978(W)   ADJUSTED
 GE0988* NAVD 88 ORTHO HEIGHT -   162.    (meters)      531.    (feet) SCALED
 GE0988  ______________________________________________________________________
 GE0988  GEOID HEIGHT    -        -28.665 (meters)                     GEOID18
 GE0988  LAPLACE CORR    -          0.57  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0988.GEOID18 height accuracy estimate available here.
 GE0988
 GE0988.Click photographs - Photos may exist for this station.
 GE0988
 GE0988.The Laplace correction was computed from DEFLEC18 derived deflections.
 GE0988
 GE0988. The following values were computed from the NAD 83(1997) position.
 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     -   0.99997907  x   1.00004265  =   1.00002172
 GE0988!SPC MO E     -   0.99997907  x   0.99994132  =   0.99992039
 GE0988!UTM  15      -   0.99997907  x   1.00036763  =   1.00034670
 GE0988
 GE0988:                Primary Azimuth Mark                     Grid Az
 GE0988:SPC AR N     -  JOHNSON AZ MK 2                          341 51 26.7
 GE0988:SPC MO E     -  JOHNSON AZ MK 2                          342 43 36.9
 GE0988:UTM  15      -  JOHNSON AZ MK 2                          341 14 30.3
 GE0988
 GE0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA4959634319(NAD 83)
 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
 GE0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0988.See file dsdata.pdf to determine how the superseded data were derived.
 GE0988
 GE0988_MARKER: DS = TRIANGULATION STATION DISK
 GE0988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0988_STAMPING: JOHNSON 1954
 GE0988_MARK LOGO: CGS
 GE0988_PROJECTION: RECESSED 51 CENTIMETERS
 GE0988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0988+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DQ3635 ***********************************************************************
 DQ3635  DESIGNATION -  JOHNSON
 DQ3635  PID         -  DQ3635
 DQ3635  STATE/COUNTY-  AR/VAN BUREN
 DQ3635  COUNTRY     -  US
 DQ3635  USGS QUAD   -  BOTKINBURG (2017)
 DQ3635
 DQ3635                         *CURRENT SURVEY CONTROL
 DQ3635  ______________________________________________________________________
 DQ3635* NAD 83(1986) POSITION- 35 43 54.7    (N) 092 34 40.9    (W)   HD_HELD2
 DQ3635* NAVD 88 ORTHO HEIGHT -   459.926 (meters)     1508.94  (feet) ADJUSTED
 DQ3635  ______________________________________________________________________
 DQ3635  GEOID HEIGHT    -        -27.910 (meters)                     GEOID18
 DQ3635  DYNAMIC HEIGHT  -        459.493 (meters)     1507.52  (feet) COMP
 DQ3635  MODELED GRAVITY -    979,677.0   (mgal)                       NAVD 88
 DQ3635
 DQ3635  VERT ORDER      -  SECOND    CLASS I
 DQ3635
 DQ3635.The horizontal coordinates were established by autonomous hand held GPS
 DQ3635.observations and have an estimated accuracy of +/- 10 meters.
 DQ3635
 DQ3635.The orthometric height was determined by differential leveling and
 DQ3635.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3635.in January 2017.
 DQ3635
 DQ3635.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3635.GEOID18 height accuracy estimate available here.
 DQ3635
 DQ3635.Click photographs - Photos may exist for this station.
 DQ3635
 DQ3635.The dynamic height is computed by dividing the NAVD 88
 DQ3635.geopotential number by the normal gravity value computed on the
 DQ3635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3635.degrees latitude (g = 980.6199 gals.).
 DQ3635
 DQ3635.The modeled gravity was interpolated from observed gravity values.
 DQ3635
 DQ3635;                    North         East    Units  Estimated Accuracy
 DQ3635;SPC AR N     -   155,309.      347,711.      MT  (+/- 10 meters HH2 GPS)
 DQ3635
 DQ3635_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV3815954290(NAD 83)
 DQ3635
 DQ3635                          SUPERSEDED SURVEY CONTROL
 DQ3635
 DQ3635.No superseded survey control is available for this station.
 DQ3635
 DQ3635_MARKER: DB = BENCH MARK DISK
 DQ3635_SETTING: 66 = SET IN ROCK OUTCROP
 DQ3635_STAMPING: JOHNSON 2016
 DQ3635_MARK LOGO: ARHD
 DQ3635_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ3635_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DQ3635+STABILITY: POSITION/ELEVATION WELL
 DQ3635_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ3635+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2018
 DQ3635
 DQ3635  HISTORY     - Date     Condition        Report By
 DQ3635  HISTORY     - 20160523 MONUMENTED       ARHD
 DQ3635  HISTORY     - 20181212 GOOD             NGS
 DQ3635
 DQ3635                          STATION DESCRIPTION
 DQ3635
 DQ3635'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 DQ3635'THE STATION IS LOCATED ABOUT 8.9 MI (14.3 KM) NORTHEAST OF ALREAD, 6.9
 DQ3635'MI (11.1 KM) SOUTH OF LESLIE AND 4.2 MI (6.8 KM) WEST-NORTHWEST OF
 DQ3635'BOTKINBURG.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ3635'
 DQ3635'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 254,
 DQ3635'GO WEST ON HIGHWAY 254 FOR 4.15 MI (6.68 KM) TO ROCKY HILL COUNTY ROAD
 DQ3635'TURN LEFT AND GO SOUTH ON ROCKY HILL ROAD FOR 0.4 MI (0.6 KM) TO THE
 DQ3635'STATION ON THE RIGHT, IN A ROCK DITCH CENTERLINE.
 DQ3635'
 DQ3635'IT IS 15 FT (4.6 M) WEST OF ROCKY HILL ROAD CENTERLINE AND 15 FT (4.6
 DQ3635'M) EAST OF A WITNESS POST AND BARB WIRE FENCE.
 DQ3635
 DQ3635                          STATION RECOVERY (2018)
 DQ3635
 DQ3635'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2018 (JBW)
 DQ3635'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL1306 ***********************************************************************
 DL1306  DESIGNATION -  JOHNSVILLE
 DL1306  PID         -  DL1306
 DL1306  STATE/COUNTY-  AR/BRADLEY
 DL1306  COUNTRY     -  US
 DL1306  USGS QUAD   -  VICK (2017)
 DL1306
 DL1306                         *CURRENT SURVEY CONTROL
 DL1306  ______________________________________________________________________
 DL1306* NAD 83(1997) POSITION- 33 22 22.86131(N) 092 00 59.07361(W)   ADJUSTED
 DL1306* NAVD 88 ORTHO HEIGHT -    62.53  (+/-2cm)      205.2   (feet) VERTCON3
 DL1306  ______________________________________________________________________
 DL1306  GEOID HEIGHT    -        -25.860 (meters)                     GEOID18
 DL1306  LAPLACE CORR    -          1.17  (seconds)                    DEFLEC18
 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
 DL1306.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1306.GEOID18 height accuracy estimate available here.
 DL1306
 DL1306.The vertical order pertains to the NGVD 29 superseded value.
 DL1306
 DL1306.Click photographs - Photos may exist for this station.
 DL1306
 DL1306.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1306
 DL1306. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999424  x   0.99998461  =   0.99997885
 DL1306!UTM  15      -   0.99999424  x   0.99970321  =   0.99969745
 DL1306
 DL1306:                Primary Azimuth Mark                     Grid Az
 DL1306:SPC AR S     -  SUMPTER                                  346 11 57.6
 DL1306:UTM  15      -  SUMPTER                                  345 38 56.5
 DL1306
 DL1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS9149693072(NAD 83)
 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              62.61   (m)          205.4    (f) LEVELING    3  
 DL1306
 DL1306.Superseded values are not recommended for survey control.
 DL1306
 DL1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1306.See file dsdata.pdf to determine how the superseded data were derived.
 DL1306
 DL1306_MARKER: DS = TRIANGULATION STATION DISK
 DL1306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1306_STAMPING: JOHNSVILLE 1939
 DL1306_MARK LOGO: USGS
 DL1306_PROJECTION: PROJECTING 15 CENTIMETERS
 DL1306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1306+STABILITY: SURFACE MOTION
 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     GOOD             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 = MARCH 20, 2026 22:17:28 EDT
 FF1264 ***********************************************************************
 FF1264  DESIGNATION -  JOLT
 FF1264  PID         -  FF1264
 FF1264  STATE/COUNTY-  AR/WHITE
 FF1264  COUNTRY     -  US
 FF1264  USGS QUAD   -  GEORGETOWN (2017)
 FF1264
 FF1264                         *CURRENT SURVEY CONTROL
 FF1264  ______________________________________________________________________
 FF1264* NAD 83(1986) POSITION- 35 07 43.     (N) 091 27 40.     (W)   SCALED
 FF1264* NAVD 88 ORTHO HEIGHT -    62.138 (meters)      203.86  (feet) ADJUSTED
 FF1264  ______________________________________________________________________
 FF1264  GEOID HEIGHT    -        -27.327 (meters)                     GEOID18
 FF1264  DYNAMIC HEIGHT  -         62.081 (meters)      203.68  (feet) COMP
 FF1264  MODELED GRAVITY -    979,723.0   (mgal)                       NAVD 88
 FF1264
 FF1264  VERT ORDER      -  SECOND    CLASS 0
 FF1264
 FF1264.The horizontal coordinates were scaled from a map and have
 FF1264.an estimated accuracy of +/- 6 seconds.
 FF1264
 FF1264.The orthometric height was determined by differential leveling and
 FF1264.adjusted by the NATIONAL GEODETIC SURVEY
 FF1264.in June 1991.
 FF1264
 FF1264.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1264.GEOID18 height accuracy estimate available here.
 FF1264
 FF1264.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU402883(NAD 83)
 FF1264
 FF1264                          SUPERSEDED SURVEY CONTROL
 FF1264
 FF1264  NGVD 29 (11/26/84)   62.105  (m)          203.76   (f) ADJUSTED    2 0
 FF1264
 FF1264.Superseded values are not recommended for survey control.
 FF1264
 FF1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1264.See file dsdata.pdf to determine how the superseded data were derived.
 FF1264
 FF1264_MARKER: DD = SURVEY DISK
 FF1264_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF1264_STAMPING: JOLT 1934
 FF1264_MARK LOGO: CGS+SS
 FF1264_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2868 ***********************************************************************
 EH2868  DESIGNATION -  JONES
 EH2868  PID         -  EH2868
 EH2868  STATE/COUNTY-  AR/LEE
 EH2868  COUNTRY     -  US
 EH2868  USGS QUAD   -  RONDO (2017)
 EH2868
 EH2868                         *CURRENT SURVEY CONTROL
 EH2868  ______________________________________________________________________
 EH2868* NAD 83(1997) POSITION- 34 42 45.70902(N) 090 46 02.93861(W)   ADJUSTED
 EH2868* NAD 83(1997) ELLIP HT-    42.955 (meters)        (09/24/01)   ADJUSTED
 EH2868* NAVD 88 ORTHO HEIGHT -    69.84  (+/-2cm)      229.1   (feet) VERTCON3
 EH2868  ______________________________________________________________________
 EH2868  GEOID HEIGHT    -        -26.850 (meters)                     GEOID18
 EH2868  NAD 83(1997) X  -    -70,304.489 (meters)                     COMP
 EH2868  NAD 83(1997) Y  - -5,248,207.233 (meters)                     COMP
 EH2868  NAD 83(1997) Z  -  3,611,736.967 (meters)                     COMP
 EH2868  LAPLACE CORR    -         -0.94  (seconds)                    DEFLEC18
 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
 EH2868.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2868.GEOID18 height accuracy estimate available here.
 EH2868
 EH2868.The vertical order pertains to the NGVD 29 superseded value.
 EH2868
 EH2868.Click photographs - Photos may exist for this station.
 EH2868
 EH2868.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH2868
 EH2868.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2868
 EH2868.The ellipsoidal height was determined by GPS observations
 EH2868.and is referenced to NAD 83.
 EH2868
 EH2868. The following values were computed from the NAD 83(1997) position.
 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     -  LAGRANGE RAD STA KBJ 62 MAST             178 21 40.7
 EH2868:UTM  15      -  LAGRANGE RAD STA KBJ 62 MAST             177 46 45.7
 EH2868
 EH2868_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU0444843451(NAD 83)
 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)   43.085  (m)                       GP(       ) 4 1
 EH2868  NAD 83(1995)-  34 42 45.71098(N)    090 46 02.93726(W) AD(       ) 1
 EH2868  NAD 83(1993)-  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              69.85   (m)          229.2    (f) LEVELING    3  
 EH2868
 EH2868.Superseded values are not recommended for survey control.
 EH2868
 EH2868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2868.See file dsdata.pdf to determine how the superseded data were derived.
 EH2868
 EH2868_MARKER: DS = TRIANGULATION STATION DISK
 EH2868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = MARCH 20, 2026 22:17:28 EDT
 EH3076 ***********************************************************************
 EH3076  DESIGNATION -  JONES
 EH3076  PID         -  EH3076
 EH3076  STATE/COUNTY-  AR/PRAIRIE
 EH3076  COUNTRY     -  US
 EH3076  USGS QUAD   -  WATTENSAW (2017)
 EH3076
 EH3076                         *CURRENT SURVEY CONTROL
 EH3076  ______________________________________________________________________
 EH3076* NAD 83(1997) POSITION- 34 55 18.04170(N) 091 48 13.95792(W)   ADJUSTED
 EH3076* NAVD 88 ORTHO HEIGHT -    83.    (meters)      272.    (feet) SCALED
 EH3076  ______________________________________________________________________
 EH3076  GEOID HEIGHT    -        -27.095 (meters)                     GEOID18
 EH3076  LAPLACE CORR    -         -0.41  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH3076.GEOID18 height accuracy estimate available here.
 EH3076
 EH3076.Click photographs - Photos may exist for this station.
 EH3076
 EH3076.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH3076
 EH3076. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999123  x   1.00003825  =   1.00002948
 EH3076!UTM  15      -   0.99999123  x   0.99974712  =   0.99973835
 EH3076
 EH3076:                Primary Azimuth Mark                     Grid Az
 EH3076:SPC AR S     -  JONES AZ MK                              179 49 31.1
 EH3076:UTM  15      -  JONES AZ MK                              179 15 01.0
 EH3076
 EH3076_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU0925465010(NAD 83)
 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
 EH3076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3076.See file dsdata.pdf to determine how the superseded data were derived.
 EH3076
 EH3076_MARKER: DS = TRIANGULATION STATION DISK
 EH3076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH3076_STAMPING: JONES 1954
 EH3076_MARK LOGO: CGS
 EH3076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH3076+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1298 ***********************************************************************
 EH1298  DESIGNATION -  JONES 2
 EH1298  PID         -  EH1298
 EH1298  STATE/COUNTY-  AR/ARKANSAS
 EH1298  COUNTRY     -  US
 EH1298  USGS QUAD   -  GILLETT (2017)
 EH1298
 EH1298                         *CURRENT SURVEY CONTROL
 EH1298  ______________________________________________________________________
 EH1298* NAD 83(1997) POSITION- 34 01 42.05158(N) 091 22 44.51197(W)   NO CHECK
 EH1298* NAVD 88 ORTHO HEIGHT -    54.262 (meters)      178.02  (feet) ADJUSTED
 EH1298  ______________________________________________________________________
 EH1298  GEOID HEIGHT    -        -26.143 (meters)                     GEOID18
 EH1298  LAPLACE CORR    -         -1.62  (seconds)                    DEFLEC18
 EH1298  DYNAMIC HEIGHT  -         54.209 (meters)      177.85  (feet) COMP
 EH1298  MODELED GRAVITY -    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
 EH1298.No horizontal observational check was made to the station.
 EH1298
 EH1298.The orthometric height was determined by differential leveling and
 EH1298.adjusted by the NATIONAL GEODETIC SURVEY
 EH1298.in June 1991.
 EH1298
 EH1298.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1298.GEOID18 height accuracy estimate available here.
 EH1298
 EH1298.Click photographs - Photos may exist for this station.
 EH1298
 EH1298.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT4965066483(NAD 83)
 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              54.40   (m)          178.5    (f) LEVELING    3  
 EH1298  NGVD 29 (11/26/84)   54.399  (m)          178.47   (f) ADJUSTED    1 2
 EH1298
 EH1298.Superseded values are not recommended for survey control.
 EH1298
 EH1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1298.See file dsdata.pdf to determine how the superseded data were derived.
 EH1298
 EH1298_MARKER: DS = TRIANGULATION STATION DISK
 EH1298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1298_STAMPING: JONES 2 1955
 EH1298_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1299 ***********************************************************************
 EH1299  DESIGNATION -  JONES 2 RM 3
 EH1299  PID         -  EH1299
 EH1299  STATE/COUNTY-  AR/ARKANSAS
 EH1299  COUNTRY     -  US
 EH1299  USGS QUAD   -  GILLETT (2017)
 EH1299
 EH1299                         *CURRENT SURVEY CONTROL
 EH1299  ______________________________________________________________________
 EH1299* NAD 83(1986) POSITION- 34 01 43.14   (N) 091 22 44.84   (W)   HD_HELD1
 EH1299* NAVD 88 ORTHO HEIGHT -    54.520 (meters)      178.87  (feet) ADJUSTED
 EH1299  ______________________________________________________________________
 EH1299  GEOID HEIGHT    -        -26.144 (meters)                     GEOID18
 EH1299  DYNAMIC HEIGHT  -         54.467 (meters)      178.70  (feet) COMP
 EH1299  MODELED GRAVITY -    979,654.2   (mgal)                       NAVD 88
 EH1299
 EH1299  VERT ORDER      -  FIRST     CLASS II
 EH1299
 EH1299.The horizontal coordinates were determined by differentially corrected
 EH1299.hand held GPS observations or other comparable positioning techniques
 EH1299.and have an estimated accuracy of +/- 3 meters.
 EH1299
 EH1299.The orthometric height was determined by differential leveling and
 EH1299.adjusted by the NATIONAL GEODETIC SURVEY
 EH1299.in June 1991.
 EH1299
 EH1299.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1299.GEOID18 height accuracy estimate available here.
 EH1299
 EH1299.Click photographs - Photos may exist for this station.
 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     -   551,234.3     457,335.4     MT  (+/- 3 meters HH1 GPS) 
 EH1299
 EH1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT4964166517(NAD 83)
 EH1299
 EH1299                          SUPERSEDED SURVEY CONTROL
 EH1299
 EH1299  NGVD 29 (11/26/84)   54.584  (m)          179.08   (f) ADJUSTED    1 2
 EH1299
 EH1299.Superseded values are not recommended for survey control.
 EH1299
 EH1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1299.See file dsdata.pdf to determine how the superseded data were derived.
 EH1299
 EH1299_MARKER: DR = REFERENCE MARK DISK
 EH1299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1299_STAMPING: JONES 2 NO 3 1955
 EH1299_MARK LOGO: CGS
 EH1299_PROJECTION: PROJECTING 6 CENTIMETERS
 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 (HDR)
 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 DEPARTMENT OF TRANSPORTATION 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 = MARCH 20, 2026 22:17:28 EDT
 EH1300 ***********************************************************************
 EH1300  DESIGNATION -  JONES 2 RM 4
 EH1300  PID         -  EH1300
 EH1300  STATE/COUNTY-  AR/ARKANSAS
 EH1300  COUNTRY     -  US
 EH1300  USGS QUAD   -  GILLETT (2017)
 EH1300
 EH1300                         *CURRENT SURVEY CONTROL
 EH1300  ______________________________________________________________________
 EH1300* NAD 83(1986) POSITION- 34 01 42.22   (N) 091 22 43.40   (W)   HD_HELD1
 EH1300* NAVD 88 ORTHO HEIGHT -    54.417 (meters)      178.53  (feet) ADJUSTED
 EH1300  ______________________________________________________________________
 EH1300  GEOID HEIGHT    -        -26.144 (meters)                     GEOID18
 EH1300  DYNAMIC HEIGHT  -         54.363 (meters)      178.36  (feet) COMP
 EH1300  MODELED GRAVITY -    979,654.2   (mgal)                       NAVD 88
 EH1300
 EH1300  VERT ORDER      -  FIRST     CLASS II
 EH1300
 EH1300.The horizontal coordinates were determined by differentially corrected
 EH1300.hand held GPS observations or other comparable positioning techniques
 EH1300.and have an estimated accuracy of +/- 3 meters.
 EH1300
 EH1300.The orthometric height was determined by differential leveling and
 EH1300.adjusted by the NATIONAL GEODETIC SURVEY
 EH1300.in June 1991.
 EH1300
 EH1300.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1300.GEOID18 height accuracy estimate available here.
 EH1300
 EH1300.Click photographs - Photos may exist for this station.
 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     -   551,206.2     457,372.5     MT  (+/- 3 meters HH1 GPS) 
 EH1300
 EH1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT4967966489(NAD 83)
 EH1300
 EH1300                          SUPERSEDED SURVEY CONTROL
 EH1300
 EH1300  NGVD 29 (11/26/84)   54.554  (m)          178.98   (f) ADJUSTED    1 2
 EH1300
 EH1300.Superseded values are not recommended for survey control.
 EH1300
 EH1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1300.See file dsdata.pdf to determine how the superseded data were derived.
 EH1300
 EH1300_MARKER: DR = REFERENCE MARK DISK
 EH1300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1300_STAMPING: JONES 2 NO 4 1955
 EH1300_MARK LOGO: CGS
 EH1300_PROJECTION: FLUSH
 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 (HDR)
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1871 ***********************************************************************
 EJ1871  DESIGNATION -  JONES MILL GENERAL MOTORS TANK
 EJ1871  PID         -  EJ1871
 EJ1871  STATE/COUNTY-  AR/HOT SPRING
 EJ1871  COUNTRY     -  US
 EJ1871  USGS QUAD   -  LAKE CATHERINE (2017)
 EJ1871
 EJ1871                         *CURRENT SURVEY CONTROL
 EJ1871  ______________________________________________________________________
 EJ1871* NAD 83(1997) POSITION- 34 26 26.28867(N) 092 53 14.22526(W)   ADJUSTED
 EJ1871  ______________________________________________________________________
 EJ1871  GEOID HEIGHT    -        -26.609 (meters)                     GEOID18
 EJ1871  LAPLACE CORR    -          4.13  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1871.GEOID18 height accuracy estimate available here.
 EJ1871
 EJ1871.Click photographs - Photos may exist for this station.
 EJ1871
 EJ1871.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1871
 EJ1871. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU1035411020(NAD 83)
 EJ1871
 EJ1871                          SUPERSEDED SURVEY CONTROL
 EJ1871
 EJ1871  NAD 83(1986)-  34 26 26.29981(N)    092 53 14.21696(W) AD(       ) 3
 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
 EJ1871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1871.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1871
 EJ1871_MARKER: 53 = ELEVATED 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 = MARCH 20, 2026 22:17:28 EDT
 DO9379 ***********************************************************************
 DO9379  CORS        -  This is a GPS Continuously Operating Reference Station.
 DO9379  DESIGNATION -  JONESBORO CORS ARP
 DO9379  CORS_ID     -  ARJB
 DO9379  PID         -  DO9379
 DO9379  STATE/COUNTY-  AR/CRAIGHEAD
 DO9379  COUNTRY     -  US
 DO9379  USGS QUAD   -  JONESBORO (2017)
 DO9379
 DO9379                         *CURRENT SURVEY CONTROL
 DO9379  ______________________________________________________________________
 DO9379* NAD 83(2011) POSITION- 35 50 52.51379(N) 090 44 49.86713(W)   ADJUSTED
 DO9379* NAD 83(2011) ELLIP HT-    63.015 (meters)        (04/??/25)   ADJUSTED
 DO9379* NAD 83(2011) EPOCH   -  2010.00
 DO9379* NAVD 88 ORTHO HEIGHT -    90.822 (meters)      297.97  (feet) ADJUSTED
 DO9379  ______________________________________________________________________
 DO9379  GEOID HEIGHT    -        -27.807 (meters)                     GEOID18
 DO9379  NAD 83(2011) X  -    -67,496.846 (meters)                     COMP
 DO9379  NAD 83(2011) Y  - -5,175,510.122 (meters)                     COMP
 DO9379  NAD 83(2011) Z  -  3,714,563.776 (meters)                     COMP
 DO9379  VERT ORDER      -  FIRST     CLASS II
 DO9379
 DO9379  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO9379  Standards:
 DO9379         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO9379            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO9379  -------------------------------------------------------------------
 DO9379  NETWORK    0.07   0.14           0.03   0.03   0.07     -0.26449300
 DO9379  -------------------------------------------------------------------
 DO9379
 DO9379.The coordinates were established by GPS observations
 DO9379.and adjusted by the National Geodetic Survey in April 2025.
 DO9379
 DO9379.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO9379.been affixed to the stable North American Tectonic Plate. 
 DO9379
 DO9379.The coordinates are valid at the epoch date displayed above
 DO9379.which is a decimal equivalence of Year/Month/Day.
 DO9379
 DO9379.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DO9379.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DO9379.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DO9379.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DO9379.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DO9379.published epoch of 2010.00.
 DO9379
 DO9379.Additional information on MYCS is available at:
 DO9379.https://geodesy.noaa.gov/CORS/index.shtml
 DO9379
 DO9379.The orthometric height was determined by differential leveling and
 DO9379.adjusted by the NATIONAL GEODETIC SURVEY
 DO9379.in February 2013.
 DO9379
 DO9379.No vertical observational check was made to the station.
 DO9379
 DO9379.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9379.GEOID18 height accuracy estimate available here.
 DO9379
 DO9379.The PID for the CORS L1 Phase Center is DR3628.
 DO9379
 DO9379.Click photographs - Photos may exist for this station.
 DO9379
 DO9379.The XYZ, and position/ellipsoidal ht. are equivalent.
 DO9379
 DO9379.The ellipsoidal height was determined by GPS observations
 DO9379.and is referenced to NAD 83.
 DO9379
 DO9379. The following values were computed from the NAD 83(2011) position.
 DO9379
 DO9379;                    North         East     Units Scale Factor Converg.
 DO9379;SPC AR N     -   168,751.940   513,165.762   MT  0.99994649   +0 43 44.4
 DO9379;SPC AR N     -   553,646.99  1,683,611.34   sFT  0.99994649   +0 43 44.4
 DO9379;UTM  15      - 3,969,423.877   703,446.556   MT  1.00011005   +1 19 11.2
 DO9379
 DO9379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO9379!SPC AR N     -   0.99999011  x   0.99994649  =   0.99993660
 DO9379!UTM  15      -   0.99999011  x   1.00011005  =   1.00010016
 DO9379
 DO9379_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV0344669423(NAD 83)
 DO9379
 DO9379                          SUPERSEDED SURVEY CONTROL
 DO9379
 DO9379  NAD 83(2011)-  35 50 52.51392(N)    090 44 49.86704(W) AD(2010.00) c
 DO9379  ELLIP H (06/??/19)   63.019  (m)                       GP(2010.00) c c
 DO9379  NAD 83(2011)-  35 50 52.51427(N)    090 44 49.86696(W) AD(2010.00) c
 DO9379  ELLIP H (09/??/13)   63.020  (m)                       GP(2010.00) c c
 DO9379
 DO9379.Superseded values are not recommended for survey control.
 DO9379
 DO9379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO9379.See file dsdata.pdf to determine how the superseded data were derived.
 DO9379
 DO9379_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DO9379_MARK LOGO: NONE
 DO9379_PROJECTION: PROJECTING 213 CENTIMETERS
 DO9379
 DO9379                          STATION DESCRIPTION
 DO9379
 DO9379'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DO9379'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DO9379'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DO9379'AND LOG FILES ACCESSIBLE AT:
 DO9379'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF2104 ***********************************************************************
 FF2104  DESIGNATION -  JONESBORO MUNICIPAL TANK
 FF2104  PID         -  FF2104
 FF2104  STATE/COUNTY-  AR/CRAIGHEAD
 FF2104  COUNTRY     -  US
 FF2104  USGS QUAD   -  JONESBORO (2017)
 FF2104
 FF2104                         *CURRENT SURVEY CONTROL
 FF2104  ______________________________________________________________________
 FF2104* NAD 83(1997) POSITION- 35 49 46.54441(N) 090 42 23.64304(W)   ADJUSTED
 FF2104  ______________________________________________________________________
 FF2104  GEOID HEIGHT    -        -27.806 (meters)                     GEOID18
 FF2104  LAPLACE CORR    -         -0.88  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF2104.GEOID18 height accuracy estimate available here.
 FF2104
 FF2104.Click photographs - Photos may exist for this station.
 FF2104
 FF2104.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF2104
 FF2104. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV0716267476(NAD 83)
 FF2104
 FF2104                          SUPERSEDED SURVEY CONTROL
 FF2104
 FF2104  NAD 83(1995)-  35 49 46.55148(N)    090 42 23.64440(W) AD(       ) 3
 FF2104  NAD 83(1986)-  35 49 46.55583(N)    090 42 23.64253(W) AD(       ) 3
 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
 FF2104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2104.See file dsdata.pdf to determine how the superseded data were derived.
 FF2104
 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 = MARCH 20, 2026 22:17:28 EDT
 FF2105 ***********************************************************************
 FF2105  DESIGNATION -  JONESBORO RADIO STA KNEA MAST
 FF2105  PID         -  FF2105
 FF2105  STATE/COUNTY-  AR/CRAIGHEAD
 FF2105  COUNTRY     -  US
 FF2105  USGS QUAD   -  JONESBORO (2017)
 FF2105
 FF2105                         *CURRENT SURVEY CONTROL
 FF2105  ______________________________________________________________________
 FF2105* NAD 83(1997) POSITION- 35 51 17.28713(N) 090 43 45.55337(W)   ADJUSTED
 FF2105  ______________________________________________________________________
 FF2105  GEOID HEIGHT    -        -27.820 (meters)                     GEOID18
 FF2105  LAPLACE CORR    -         -0.61  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF2105.GEOID18 height accuracy estimate available here.
 FF2105
 FF2105.Click photographs - Photos may exist for this station.
 FF2105
 FF2105.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF2105
 FF2105. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV0504270224(NAD 83)
 FF2105
 FF2105                          SUPERSEDED SURVEY CONTROL
 FF2105
 FF2105  NAD 83(1995)-  35 51 17.29432(N)    090 43 45.55363(W) AD(       ) 3
 FF2105  NAD 83(1986)-  35 51 17.29850(N)    090 43 45.55308(W) AD(       ) 3
 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
 FF2105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2105.See file dsdata.pdf to determine how the superseded data were derived.
 FF2105
 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 = MARCH 20, 2026 22:17:28 EDT
 FF2109 ***********************************************************************
 FF2109  DESIGNATION -  JONESBORO RADIO STA KBTM MAST
 FF2109  PID         -  FF2109
 FF2109  STATE/COUNTY-  AR/CRAIGHEAD
 FF2109  COUNTRY     -  US
 FF2109  USGS QUAD   -  JONESBORO (2017)
 FF2109
 FF2109                         *CURRENT SURVEY CONTROL
 FF2109  ______________________________________________________________________
 FF2109* NAD 83(1997) POSITION- 35 50 28.76126(N) 090 39 44.37243(W)   ADJUSTED
 FF2109  ______________________________________________________________________
 FF2109  GEOID HEIGHT    -        -27.845 (meters)                     GEOID18
 FF2109  LAPLACE CORR    -         -1.28  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF2109.GEOID18 height accuracy estimate available here.
 FF2109
 FF2109.Click photographs - Photos may exist for this station.
 FF2109
 FF2109.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF2109
 FF2109. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV1112868871(NAD 83)
 FF2109
 FF2109                          SUPERSEDED SURVEY CONTROL
 FF2109
 FF2109  NAD 83(1995)-  35 50 28.76864(N)    090 39 44.37293(W) AD(       ) 3
 FF2109  NAD 83(1986)-  35 50 28.77272(N)    090 39 44.37211(W) AD(       ) 3
 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
 FF2109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2109.See file dsdata.pdf to determine how the superseded data were derived.
 FF2109
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1019 ***********************************************************************
 FF1019  DESIGNATION -  JONQUIL
 FF1019  PID         -  FF1019
 FF1019  STATE/COUNTY-  AR/ST FRANCIS
 FF1019  COUNTRY     -  US
 FF1019  USGS QUAD   -  CHATFIELD (2017)
 FF1019
 FF1019                         *CURRENT SURVEY CONTROL
 FF1019  ______________________________________________________________________
 FF1019* NAD 83(1997) POSITION- 35 04 56.14458(N) 090 27 07.20923(W)   ADJUSTED
 FF1019* NAVD 88 ORTHO HEIGHT -    63.979 (meters)      209.90  (feet) POSTED
 FF1019  ______________________________________________________________________
 FF1019  GEOID HEIGHT    -        -27.107 (meters)                     GEOID18
 FF1019  LAPLACE CORR    -         -1.08  (seconds)                    DEFLEC18
 FF1019  DYNAMIC HEIGHT  -         63.92  (meters)      209.7   (feet) COMP
 FF1019  MODELED GRAVITY -    979,734.2   (mgal)                       NAVD 88
 FF1019
 FF1019  HORZ ORDER      -  FIRST
 FF1019  VERT ORDER      -  * POSTED, 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
 FF1019.* This is a POSTED BENCH MARK height.
 FF1019
 FF1019.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1019.GEOID18 height accuracy estimate available here.
 FF1019
 FF1019.Click photographs - Photos may exist for this station.
 FF1019
 FF1019.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU3230285135(NAD 83)
 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(1995)-  35 04 56.14663(N)    090 27 07.20848(W) AD(       ) 1
 FF1019  NAD 83(1993)-  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  USSD        -  35 04 56.00700(N)    090 27 06.62000(W) AD(       ) 3
 FF1019  NGVD 29              63.95   (m)          209.8    (f) LEVELING    3  
 FF1019  NGVD 29 (11/26/84)   63.946  (m)          209.80   (f) ADJUSTED    1 2
 FF1019
 FF1019.Superseded values are not recommended for survey control.
 FF1019
 FF1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1019.See file dsdata.pdf to determine how the superseded data were derived.
 FF1019
 FF1019_MARKER: DS = TRIANGULATION STATION DISK
 FF1019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1019_STAMPING: JONQUIL 1916
 FF1019_MARK LOGO: CGS
 FF1019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1019+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1259 ***********************************************************************
 FF1259  DESIGNATION -  JUAN
 FF1259  PID         -  FF1259
 FF1259  STATE/COUNTY-  AR/WOODRUFF
 FF1259  COUNTRY     -  US
 FF1259  USGS QUAD   -  GREGORY SW (2017)
 FF1259
 FF1259                         *CURRENT SURVEY CONTROL
 FF1259  ______________________________________________________________________
 FF1259* NAD 83(1986) POSITION- 35 06 34.     (N) 091 25 12.     (W)   SCALED
 FF1259* NAVD 88 ORTHO HEIGHT -    60.521 (meters)      198.56  (feet) ADJUSTED
 FF1259  ______________________________________________________________________
 FF1259  GEOID HEIGHT    -        -27.298 (meters)                     GEOID18
 FF1259  DYNAMIC HEIGHT  -         60.466 (meters)      198.38  (feet) COMP
 FF1259  MODELED GRAVITY -    979,721.6   (mgal)                       NAVD 88
 FF1259
 FF1259  VERT ORDER      -  SECOND    CLASS 0
 FF1259
 FF1259.The horizontal coordinates were scaled from a map and have
 FF1259.an estimated accuracy of +/- 6 seconds.
 FF1259
 FF1259.The orthometric height was determined by differential leveling and
 FF1259.adjusted by the NATIONAL GEODETIC SURVEY
 FF1259.in June 1991.
 FF1259
 FF1259.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1259.GEOID18 height accuracy estimate available here.
 FF1259
 FF1259.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU439863(NAD 83)
 FF1259
 FF1259                          SUPERSEDED SURVEY CONTROL
 FF1259
 FF1259  NGVD 29 (11/26/84)   60.491  (m)          198.46   (f) ADJUSTED    2 0
 FF1259
 FF1259.Superseded values are not recommended for survey control.
 FF1259
 FF1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1259.See file dsdata.pdf to determine how the superseded data were derived.
 FF1259
 FF1259_MARKER: DD = SURVEY DISK
 FF1259_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF1259_STAMPING: JUAN 1934
 FF1259_MARK LOGO: CGS+SS
 FF1259_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1260 ***********************************************************************
 FF1260  DESIGNATION -  JULY
 FF1260  PID         -  FF1260
 FF1260  STATE/COUNTY-  AR/WOODRUFF
 FF1260  COUNTRY     -  US
 FF1260  USGS QUAD   -  GREGORY SW (2017)
 FF1260
 FF1260                         *CURRENT SURVEY CONTROL
 FF1260  ______________________________________________________________________
 FF1260* NAD 83(1986) POSITION- 35 06 53.     (N) 091 26 02.     (W)   SCALED
 FF1260* NAVD 88 ORTHO HEIGHT -    61.770 (meters)      202.66  (feet) ADJUSTED
 FF1260  ______________________________________________________________________
 FF1260  GEOID HEIGHT    -        -27.308 (meters)                     GEOID18
 FF1260  DYNAMIC HEIGHT  -         61.713 (meters)      202.47  (feet) COMP
 FF1260  MODELED GRAVITY -    979,721.9   (mgal)                       NAVD 88
 FF1260
 FF1260  VERT ORDER      -  SECOND    CLASS 0
 FF1260
 FF1260.The horizontal coordinates were scaled from a map and have
 FF1260.an estimated accuracy of +/- 6 seconds.
 FF1260
 FF1260.The orthometric height was determined by differential leveling and
 FF1260.adjusted by the NATIONAL GEODETIC SURVEY
 FF1260.in June 1991.
 FF1260
 FF1260.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1260.GEOID18 height accuracy estimate available here.
 FF1260
 FF1260.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU427868(NAD 83)
 FF1260
 FF1260                          SUPERSEDED SURVEY CONTROL
 FF1260
 FF1260  NGVD 29 (11/26/84)   61.739  (m)          202.56   (f) ADJUSTED    2 0
 FF1260
 FF1260.Superseded values are not recommended for survey control.
 FF1260
 FF1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1260.See file dsdata.pdf to determine how the superseded data were derived.
 FF1260
 FF1260_MARKER: DD = SURVEY DISK
 FF1260_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF1260_STAMPING: JULY 1934
 FF1260_MARK LOGO: CGS+SS
 FF1260_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 DL0291 ***********************************************************************
 DL0291  DESIGNATION -  JUNCTION CITY
 DL0291  PID         -  DL0291
 DL0291  STATE/COUNTY-  AR/UNION
 DL0291  COUNTRY     -  US
 DL0291  USGS QUAD   -  JUNCTION CITY (2017)
 DL0291
 DL0291                         *CURRENT SURVEY CONTROL
 DL0291  ______________________________________________________________________
 DL0291* NAD 83(1986) POSITION- 33 00 57.6    (N) 092 43 27.5    (W)   HD_HELD2
 DL0291* NAVD 88 ORTHO HEIGHT -    61.106 (meters)      200.48  (feet) ADJUSTED
 DL0291  ______________________________________________________________________
 DL0291  GEOID HEIGHT    -        -26.221 (meters)                     GEOID18
 DL0291  DYNAMIC HEIGHT  -         61.039 (meters)      200.26  (feet) COMP
 DL0291  MODELED GRAVITY -    979,542.1   (mgal)                       NAVD 88
 DL0291
 DL0291  VERT ORDER      -  SECOND    CLASS 0
 DL0291
 DL0291.The horizontal coordinates were established by autonomous hand held GPS
 DL0291.observations and have an estimated accuracy of +/- 10 meters.
 DL0291
 DL0291.The orthometric height was determined by differential leveling and
 DL0291.adjusted by the NATIONAL GEODETIC SURVEY
 DL0291.in June 1991.
 DL0291
 DL0291.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0291.GEOID18 height accuracy estimate available here.
 DL0291
 DL0291.Click photographs - Photos may exist for this station.
 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     -   438,986.      332,319.      MT  (+/- 10 meters HH2 GPS)
 DL0291
 DL0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS2574953094(NAD 83)
 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
 DL0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0291.See file dsdata.pdf to determine how the superseded data were derived.
 DL0291
 DL0291_MARKER: DB = BENCH MARK DISK
 DL0291_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL0291_SP_SET: FOUNDATION
 DL0291_STAMPING: JUNCTION 1934
 DL0291_MARK LOGO: CGS
 DL0291_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0291_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL0291+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2011
 DL0291
 DL0291  HISTORY     - Date     Condition        Report By
 DL0291  HISTORY     - 1934     MONUMENTED       CGS
 DL0291  HISTORY     - 1969     GOOD             LADH
 DL0291  HISTORY     - 20110421 GOOD             ARHD
 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.
 DL0291
 DL0291                          STATION RECOVERY (2011)
 DL0291
 DL0291'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (SES)
 DL0291'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL1352 ***********************************************************************
 DL1352  DESIGNATION -  JUNCTION CITY MUNICIPAL TANK
 DL1352  PID         -  DL1352
 DL1352  STATE/COUNTY-  AR/UNION
 DL1352  COUNTRY     -  US
 DL1352  USGS QUAD   -  JUNCTION CITY (2017)
 DL1352
 DL1352                         *CURRENT SURVEY CONTROL
 DL1352  ______________________________________________________________________
 DL1352* NAD 83(1997) POSITION- 33 00 57.39776(N) 092 43 27.15162(W)   ADJUSTED
 DL1352  ______________________________________________________________________
 DL1352  GEOID HEIGHT    -        -26.221 (meters)                     GEOID18
 DL1352  LAPLACE CORR    -          0.01  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1352.GEOID18 height accuracy estimate available here.
 DL1352
 DL1352.Click photographs - Photos may exist for this station.
 DL1352
 DL1352.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1352
 DL1352. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS2575853088(NAD 83)
 DL1352
 DL1352                          SUPERSEDED SURVEY CONTROL
 DL1352
 DL1352  NAD 83(1993)-  33 00 57.40567(N)    092 43 27.14463(W) AD(       ) 3
 DL1352  NAD 83(1992)-  33 00 57.40610(N)    092 43 27.14488(W) AD(       ) 3
 DL1352  NAD 83(1986)-  33 00 57.41031(N)    092 43 27.14277(W) AD(       ) 3
 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
 DL1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1352.See file dsdata.pdf to determine how the superseded data were derived.
 DL1352
 DL1352_MARKER: 53 = ELEVATED TANK
 DL1352_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1352+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2012
 DL1352
 DL1352  HISTORY     - Date     Condition        Report By
 DL1352  HISTORY     - 1941     FIRST OBSERVED   CGS
 DL1352  HISTORY     - 1952     GOOD             CGS
 DL1352  HISTORY     - 20050422 GOOD             USPSQD
 DL1352  HISTORY     - 20120323 GOOD             GEOCAC
 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.
 DL1352
 DL1352                          STATION RECOVERY (2012)
 DL1352
 DL1352'RECOVERY NOTE BY GEOCACHING 2012 (JA)
 DL1352'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1153 ***********************************************************************
 EH1153  DESIGNATION -  JUNCTION RM 1
 EH1153  PID         -  EH1153
 EH1153  STATE/COUNTY-  AR/MONROE
 EH1153  COUNTRY     -  US
 EH1153  USGS QUAD   -  BRINKLEY (2017)
 EH1153
 EH1153                         *CURRENT SURVEY CONTROL
 EH1153  ______________________________________________________________________
 EH1153* NAD 83(1986) POSITION- 34 53 57.46   (N) 091 09 17.80   (W)   HD_HELD1
 EH1153* NAVD 88 ORTHO HEIGHT -    58.322 (meters)      191.34  (feet) ADJUSTED
 EH1153  ______________________________________________________________________
 EH1153  GEOID HEIGHT    -        -26.862 (meters)                     GEOID18
 EH1153  DYNAMIC HEIGHT  -         58.269 (meters)      191.17  (feet) COMP
 EH1153  MODELED GRAVITY -    979,719.0   (mgal)                       NAVD 88
 EH1153
 EH1153  VERT ORDER      -  FIRST     CLASS II
 EH1153
 EH1153.The horizontal coordinates were determined by differentially corrected
 EH1153.hand held GPS observations or other comparable positioning techniques
 EH1153.and have an estimated accuracy of +/- 3 meters.
 EH1153
 EH1153.The orthometric height was determined by differential leveling and
 EH1153.adjusted by the NATIONAL GEODETIC SURVEY
 EH1153.in June 1991.
 EH1153
 EH1153.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1153.GEOID18 height accuracy estimate available here.
 EH1153
 EH1153.Click photographs - Photos may exist for this station.
 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     -   647,956.3     477,239.6     MT  (+/- 3 meters HH1 GPS) 
 EH1153
 EH1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU6858063428(NAD 83)
 EH1153
 EH1153                          SUPERSEDED SURVEY CONTROL
 EH1153
 EH1153  NGVD 29 (11/26/84)   58.323  (m)          191.35   (f) ADJUSTED    1 2
 EH1153
 EH1153.Superseded values are not recommended for survey control.
 EH1153
 EH1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1153.See file dsdata.pdf to determine how the superseded data were derived.
 EH1153
 EH1153_MARKER: DR = REFERENCE MARK DISK
 EH1153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1153_STAMPING: JUNCTION 1916 1920 BM
 EH1153_MARK LOGO: CGS
 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'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 = MARCH 20, 2026 22:17:28 EDT
 FF1262 ***********************************************************************
 FF1262  DESIGNATION -  JUNE
 FF1262  PID         -  FF1262
 FF1262  STATE/COUNTY-  AR/WHITE
 FF1262  COUNTRY     -  US
 FF1262  USGS QUAD   -  GREGORY SW (2017)
 FF1262
 FF1262                         *CURRENT SURVEY CONTROL
 FF1262  ______________________________________________________________________
 FF1262* NAD 83(1986) POSITION- 35 07 14.     (N) 091 27 01.     (W)   SCALED
 FF1262* NAVD 88 ORTHO HEIGHT -    60.993 (meters)      200.11  (feet) ADJUSTED
 FF1262  ______________________________________________________________________
 FF1262  GEOID HEIGHT    -        -27.318 (meters)                     GEOID18
 FF1262  DYNAMIC HEIGHT  -         60.937 (meters)      199.92  (feet) COMP
 FF1262  MODELED GRAVITY -    979,722.3   (mgal)                       NAVD 88
 FF1262
 FF1262  VERT ORDER      -  SECOND    CLASS 0
 FF1262
 FF1262.The horizontal coordinates were scaled from a map and have
 FF1262.an estimated accuracy of +/- 6 seconds.
 FF1262
 FF1262.The orthometric height was determined by differential leveling and
 FF1262.adjusted by the NATIONAL GEODETIC SURVEY
 FF1262.in June 1991.
 FF1262
 FF1262.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1262.GEOID18 height accuracy estimate available here.
 FF1262
 FF1262.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU412875(NAD 83)
 FF1262
 FF1262                          SUPERSEDED SURVEY CONTROL
 FF1262
 FF1262  NGVD 29 (11/26/84)   60.961  (m)          200.00   (f) ADJUSTED    2 0
 FF1262
 FF1262.Superseded values are not recommended for survey control.
 FF1262
 FF1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1262.See file dsdata.pdf to determine how the superseded data were derived.
 FF1262
 FF1262_MARKER: DD = SURVEY DISK
 FF1262_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF1262_STAMPING: JUNE 1934
 FF1262_MARK LOGO: CGS+SS
 FF1262_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1782 ***********************************************************************
 EJ1782  DESIGNATION -  JUNET
 EJ1782  PID         -  EJ1782
 EJ1782  STATE/COUNTY-  AR/JEFFERSON
 EJ1782  COUNTRY     -  US
 EJ1782  USGS QUAD   -  HARDIN (2017)
 EJ1782
 EJ1782                         *CURRENT SURVEY CONTROL
 EJ1782  ______________________________________________________________________
 EJ1782* NAD 83(1997) POSITION- 34 21 27.23056(N) 092 11 51.92196(W)   ADJUSTED
 EJ1782* NAVD 88 ORTHO HEIGHT -   132.    (meters)      433.    (feet) SCALED
 EJ1782  ______________________________________________________________________
 EJ1782  GEOID HEIGHT    -        -26.027 (meters)                     GEOID18
 EJ1782  LAPLACE CORR    -         -0.06  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1782.GEOID18 height accuracy estimate available here.
 EJ1782
 EJ1782.Click photographs - Photos may exist for this station.
 EJ1782
 EJ1782.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1782
 EJ1782. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 EJ1782:SPC AR S     -  JEFFERSON TV STATION KATV TWR            062 54 09.1
 EJ1782:UTM  15      -  JEFFERSON TV STATION KATV TWR            062 20 20.6
 EJ1782
 EJ1782_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7377402094(NAD 83)
 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
 EJ1782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1782.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1782
 EJ1782_MARKER: DS = TRIANGULATION STATION DISK
 EJ1782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1782_STAMPING: JUNET 1964
 EJ1782_MARK LOGO: CGS
 EJ1782_PROJECTION: FLUSH
 EJ1782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1782+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1258 ***********************************************************************
 FF1258  DESIGNATION -  JUTE
 FF1258  PID         -  FF1258
 FF1258  STATE/COUNTY-  AR/WOODRUFF
 FF1258  COUNTRY     -  US
 FF1258  USGS QUAD   -  GREGORY SW (2017)
 FF1258
 FF1258                         *CURRENT SURVEY CONTROL
 FF1258  ______________________________________________________________________
 FF1258* NAD 83(1986) POSITION- 35 06 10.     (N) 091 24 25.     (W)   SCALED
 FF1258* NAVD 88 ORTHO HEIGHT -    59.433 (meters)      194.99  (feet) ADJUSTED
 FF1258  ______________________________________________________________________
 FF1258  GEOID HEIGHT    -        -27.285 (meters)                     GEOID18
 FF1258  DYNAMIC HEIGHT  -         59.379 (meters)      194.81  (feet) COMP
 FF1258  MODELED GRAVITY -    979,721.1   (mgal)                       NAVD 88
 FF1258
 FF1258  VERT ORDER      -  SECOND    CLASS 0
 FF1258
 FF1258.The horizontal coordinates were scaled from a map and have
 FF1258.an estimated accuracy of +/- 6 seconds.
 FF1258
 FF1258.The orthometric height was determined by differential leveling and
 FF1258.adjusted by the NATIONAL GEODETIC SURVEY
 FF1258.in June 1991.
 FF1258
 FF1258.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1258.GEOID18 height accuracy estimate available here.
 FF1258
 FF1258.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU451856(NAD 83)
 FF1258
 FF1258                          SUPERSEDED SURVEY CONTROL
 FF1258
 FF1258  NGVD 29 (11/26/84)   59.404  (m)          194.89   (f) ADJUSTED    2 0
 FF1258
 FF1258.Superseded values are not recommended for survey control.
 FF1258
 FF1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1258.See file dsdata.pdf to determine how the superseded data were derived.
 FF1258
 FF1258_MARKER: DD = SURVEY DISK
 FF1258_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF1258_STAMPING: JUTE 1934
 FF1258_MARK LOGO: CGS+SS
 FF1258_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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, 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 = MARCH 20, 2026 22:17:28 EDT
 EH1556 ***********************************************************************
 EH1556  DESIGNATION -  K
 EH1556  PID         -  EH1556
 EH1556  STATE/COUNTY-  AR/JEFFERSON
 EH1556  COUNTRY     -  US
 EH1556  USGS QUAD   -  MOSCOW (2017)
 EH1556
 EH1556                         *CURRENT SURVEY CONTROL
 EH1556  ______________________________________________________________________
 EH1556* NAD 83(1986) POSITION- 34 10 23.     (N) 091 51 15.     (W)   SCALED
 EH1556* NAVD 88 ORTHO HEIGHT -    61.793 (meters)      202.73  (feet) ADJUSTED
 EH1556  ______________________________________________________________________
 EH1556  GEOID HEIGHT    -        -25.950 (meters)                     GEOID18
 EH1556  DYNAMIC HEIGHT  -         61.733 (meters)      202.54  (feet) COMP
 EH1556  MODELED GRAVITY -    979,667.2   (mgal)                       NAVD 88
 EH1556
 EH1556  VERT ORDER      -  SECOND    CLASS I
 EH1556
 EH1556.The horizontal coordinates were scaled from a map and have
 EH1556.an estimated accuracy of +/- 6 seconds.
 EH1556
 EH1556.The orthometric height was determined by differential leveling and
 EH1556.adjusted by the NATIONAL GEODETIC SURVEY
 EH1556.in September 2023.
 EH1556
 EH1556.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1556.GEOID18 height accuracy estimate available here.
 EH1556
 EH1556.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT056819(NAD 83)
 EH1556
 EH1556                          SUPERSEDED SURVEY CONTROL
 EH1556
 EH1556  NAVD 88 (06/15/91)   61.812  (m)          202.79   (f) SUPERSEDED  2 0
 EH1556  NGVD 29 (11/26/84)   61.900  (m)          203.08   (f) ADJUSTED    2 0
 EH1556
 EH1556.Superseded values are not recommended for survey control.
 EH1556
 EH1556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1556.See file dsdata.pdf to determine how the superseded data were derived.
 EH1556
 EH1556_MARKER: V = STONE MONUMENT
 EH1556_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EH1556_STAMPING: U.S.B.M.
 EH1556_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1556
 EH1556  HISTORY     - Date     Condition        Report By
 EH1556  HISTORY     - 1888     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 = MARCH 20, 2026 22:17:28 EDT
 GE0560 ***********************************************************************
 GE0560  DESIGNATION -  K 1
 GE0560  PID         -  GE0560
 GE0560  STATE/COUNTY-  AR/FULTON
 GE0560  COUNTRY     -  US
 GE0560  USGS QUAD   -  MAMMOTH SPRING (2017)
 GE0560
 GE0560                         *CURRENT SURVEY CONTROL
 GE0560  ______________________________________________________________________
 GE0560* NAD 83(1986) POSITION- 36 24 00.     (N) 091 31 30.     (W)   SCALED
 GE0560* NAVD 88 ORTHO HEIGHT -   127.453 (meters)      418.15  (feet) ADJUSTED
 GE0560  ______________________________________________________________________
 GE0560  GEOID HEIGHT    -        -28.487 (meters)                     GEOID18
 GE0560  DYNAMIC HEIGHT  -        127.347 (meters)      417.80  (feet) COMP
 GE0560  MODELED GRAVITY -    979,796.9   (mgal)                       NAVD 88
 GE0560
 GE0560  VERT ORDER      -  FIRST     CLASS II
 GE0560
 GE0560.The horizontal coordinates were scaled from a map and have
 GE0560.an estimated accuracy of +/- 6 seconds.
 GE0560
 GE0560.The orthometric height was determined by differential leveling and
 GE0560.adjusted by the NATIONAL GEODETIC SURVEY
 GE0560.in June 1991.
 GE0560
 GE0560.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0560.GEOID18 height accuracy estimate available here.
 GE0560
 GE0560.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA322293(NAD 83)
 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
 GE0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0560.See file dsdata.pdf to determine how the superseded data were derived.
 GE0560
 GE0560_MARKER: DB = BENCH MARK DISK
 GE0560_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GE0560_SP_SET: CULVERT HEADWALL
 GE0560_STAMPING: K 1 1928
 GE0560_MARK LOGO: CGS
 GE0560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0560+STABILITY: SURFACE MOTION
 GE0560
 GE0560  HISTORY     - Date     Condition        Report By
 GE0560  HISTORY     - 1928     MONUMENTED       CGS
 GE0560  HISTORY     - 1934     GOOD             CGS
 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 COAST AND GEODETIC SURVEY 1934
 GE0560'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0060 ***********************************************************************
 EJ0060  DESIGNATION -  K 10
 EJ0060  PID         -  EJ0060
 EJ0060  STATE/COUNTY-  AR/PULASKI
 EJ0060  COUNTRY     -  US
 EJ0060  USGS QUAD   -  MCALMONT (2017)
 EJ0060
 EJ0060                         *CURRENT SURVEY CONTROL
 EJ0060  ______________________________________________________________________
 EJ0060* NAD 83(1986) POSITION- 34 46 17.     (N) 092 13 32.     (W)   SCALED
 EJ0060* NAVD 88 ORTHO HEIGHT -    76.494 (meters)      250.96  (feet) ADJUSTED
 EJ0060  ______________________________________________________________________
 EJ0060  GEOID HEIGHT    -        -26.703 (meters)                     GEOID18
 EJ0060  DYNAMIC HEIGHT  -         76.424 (meters)      250.73  (feet) COMP
 EJ0060  MODELED GRAVITY -    979,710.1   (mgal)                       NAVD 88
 EJ0060
 EJ0060  VERT ORDER      -  FIRST     CLASS II
 EJ0060
 EJ0060.The horizontal coordinates were scaled from a map and have
 EJ0060.an estimated accuracy of +/- 6 seconds.
 EJ0060
 EJ0060.The orthometric height was determined by differential leveling and
 EJ0060.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0060.in June 1991.
 EJ0060
 EJ0060.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0060.GEOID18 height accuracy estimate available here.
 EJ0060
 EJ0060.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU708479(NAD 83)
 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
 EJ0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0060.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0060
 EJ0060_MARKER: DB = BENCH MARK DISK
 EJ0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0060_STAMPING: K 10 1932 251.102
 EJ0060_MARK LOGO: CGS
 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             CGS
 EJ0060  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0060  HISTORY     - 198503   MARK NOT FOUND   USGS
 EJ0060
 EJ0060                          STATION DESCRIPTION
 EJ0060
 EJ0060'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG0435 ***********************************************************************
 FG0435  DESIGNATION -  K 100
 FG0435  PID         -  FG0435
 FG0435  STATE/COUNTY-  AR/CONWAY
 FG0435  COUNTRY     -  US
 FG0435  USGS QUAD   -  PERRYVILLE (2017)
 FG0435
 FG0435                         *CURRENT SURVEY CONTROL
 FG0435  ______________________________________________________________________
 FG0435* NAD 83(1986) POSITION- 35 06 58.     (N) 092 47 06.     (W)   SCALED
 FG0435* NAVD 88 ORTHO HEIGHT -   100.841 (meters)      330.84  (feet) ADJUSTED
 FG0435  ______________________________________________________________________
 FG0435  GEOID HEIGHT    -        -28.589 (meters)                     GEOID18
 FG0435  DYNAMIC HEIGHT  -        100.745 (meters)      330.53  (feet) COMP
 FG0435  MODELED GRAVITY -    979,684.6   (mgal)                       NAVD 88
 FG0435
 FG0435  VERT ORDER      -  SECOND    CLASS 0
 FG0435
 FG0435.The horizontal coordinates were scaled from a map and have
 FG0435.an estimated accuracy of +/- 6 seconds.
 FG0435
 FG0435.The orthometric height was determined by differential leveling and
 FG0435.adjusted by the NATIONAL GEODETIC SURVEY
 FG0435.in June 1991.
 FG0435
 FG0435.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0435.GEOID18 height accuracy estimate available here.
 FG0435
 FG0435.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU195859(NAD 83)
 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
 FG0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0435.See file dsdata.pdf to determine how the superseded data were derived.
 FG0435
 FG0435_MARKER: DB = BENCH MARK DISK
 FG0435_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0435_STAMPING: K 100 1935
 FG0435_MARK LOGO: CGS
 FG0435_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1184 ***********************************************************************
 FG1184  DESIGNATION -  K 101
 FG1184  PID         -  FG1184
 FG1184  STATE/COUNTY-  AR/YELL
 FG1184  COUNTRY     -  US
 FG1184  USGS QUAD   -  OLA (2017)
 FG1184
 FG1184                         *CURRENT SURVEY CONTROL
 FG1184  ______________________________________________________________________
 FG1184* NAD 83(1986) POSITION- 35 00 00.     (N) 093 12 01.     (W)   SCALED
 FG1184* NAVD 88 ORTHO HEIGHT -   274.081 (meters)      899.21  (feet) ADJUSTED
 FG1184  ______________________________________________________________________
 FG1184  GEOID HEIGHT    -        -29.126 (meters)                     GEOID18
 FG1184  DYNAMIC HEIGHT  -        273.808 (meters)      898.32  (feet) COMP
 FG1184  MODELED GRAVITY -    979,630.8   (mgal)                       NAVD 88
 FG1184
 FG1184  VERT ORDER      -  SECOND    CLASS 0
 FG1184
 FG1184.The horizontal coordinates were scaled from a map and have
 FG1184.an estimated accuracy of +/- 6 seconds.
 FG1184
 FG1184.The orthometric height was determined by differential leveling and
 FG1184.adjusted by the NATIONAL GEODETIC SURVEY
 FG1184.in June 1991.
 FG1184
 FG1184.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1184.GEOID18 height accuracy estimate available here.
 FG1184
 FG1184.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU817730(NAD 83)
 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
 FG1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1184.See file dsdata.pdf to determine how the superseded data were derived.
 FG1184
 FG1184_MARKER: DB = BENCH MARK DISK
 FG1184_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG1184_STAMPING: K 101 1935
 FG1184_MARK LOGO: CGS
 FG1184_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1095 ***********************************************************************
 EJ1095  DESIGNATION -  K 103
 EJ1095  PID         -  EJ1095
 EJ1095  STATE/COUNTY-  AR/GARLAND
 EJ1095  COUNTRY     -  US
 EJ1095  USGS QUAD   -  HOT SPRINGS NORTH (2017)
 EJ1095
 EJ1095                         *CURRENT SURVEY CONTROL
 EJ1095  ______________________________________________________________________
 EJ1095* NAD 83(1986) POSITION- 34 35 40.99   (N) 093 00 27.91   (W)   HD_HELD1
 EJ1095* NAVD 88 ORTHO HEIGHT -   186.033 (meters)      610.34  (feet) ADJUSTED
 EJ1095  ______________________________________________________________________
 EJ1095  GEOID HEIGHT    -        -27.320 (meters)                     GEOID18
 EJ1095  DYNAMIC HEIGHT  -        185.851 (meters)      609.75  (feet) COMP
 EJ1095  MODELED GRAVITY -    979,651.7   (mgal)                       NAVD 88
 EJ1095
 EJ1095  VERT ORDER      -  SECOND    CLASS 0
 EJ1095
 EJ1095.The horizontal coordinates were determined by differentially corrected
 EJ1095.hand held GPS observations or other comparable positioning techniques
 EJ1095.and have an estimated accuracy of +/- 3 meters.
 EJ1095
 EJ1095.The orthometric height was determined by differential leveling and
 EJ1095.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1095.in June 1991.
 EJ1095
 EJ1095.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1095.GEOID18 height accuracy estimate available here.
 EJ1095
 EJ1095.Click photographs - Photos may exist for this station.
 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     -   614,304.3     307,557.4     MT  (+/- 3 meters HH1 GPS) 
 EJ1095
 EJ1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU9928928100(NAD 83)
 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
 EJ1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1095.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1095
 EJ1095_MARKER: DB = BENCH MARK DISK
 EJ1095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1095_STAMPING: K 103 1935
 EJ1095_MARK LOGO: CGS
 EJ1095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1095+STABILITY: SURFACE MOTION
 EJ1095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EJ1095+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2018
 EJ1095
 EJ1095  HISTORY     - Date     Condition        Report By
 EJ1095  HISTORY     - 1935     MONUMENTED       CGS
 EJ1095  HISTORY     - 1944     GOOD             CGS
 EJ1095  HISTORY     - 20030904 GOOD             ARHD
 EJ1095  HISTORY     - 20051027 GOOD             INDIV
 EJ1095  HISTORY     - 20110825 GOOD             BFENG
 EJ1095  HISTORY     - 20140214 GOOD             ARHD
 EJ1095  HISTORY     - 20181128 GOOD             ARHD
 EJ1095
 EJ1095                          STATION DESCRIPTION
 EJ1095
 EJ1095'DESCRIBED BY COAST AND 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 DEPARTMENT OF TRANSPORTATION 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 (2011)
 EJ1095
 EJ1095'RECOVERY NOTE BY B AND F ENGINEERING 2011 (KDW)
 EJ1095'THERE IS A POWER POLE 1.7 FEET SOUTHEAST OF THIS BENCHMARK.
 EJ1095
 EJ1095                          STATION RECOVERY (2014)
 EJ1095
 EJ1095'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (BAB)
 EJ1095'RECOVERED IN GOOD CONDITION.
 EJ1095
 EJ1095                          STATION RECOVERY (2018)
 EJ1095
 EJ1095'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (MAR)
 EJ1095'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0985 ***********************************************************************
 EJ0985  DESIGNATION -  K 104
 EJ0985  PID         -  EJ0985
 EJ0985  STATE/COUNTY-  AR/SALINE
 EJ0985  COUNTRY     -  US
 EJ0985  USGS QUAD   -  NIMROD SE (2017)
 EJ0985
 EJ0985                         *CURRENT SURVEY CONTROL
 EJ0985  ______________________________________________________________________
 EJ0985* NAD 83(1986) POSITION- 34 47 57.     (N) 093 02 57.     (W)   SCALED
 EJ0985* NAVD 88 ORTHO HEIGHT -   392.099 (meters)     1286.41  (feet) ADJUSTED
 EJ0985  ______________________________________________________________________
 EJ0985  GEOID HEIGHT    -        -28.047 (meters)                     GEOID18
 EJ0985  DYNAMIC HEIGHT  -        391.707 (meters)     1285.13  (feet) COMP
 EJ0985  MODELED GRAVITY -    979,624.7   (mgal)                       NAVD 88
 EJ0985
 EJ0985  VERT ORDER      -  SECOND    CLASS 0
 EJ0985
 EJ0985.The horizontal coordinates were scaled from a map and have
 EJ0985.an estimated accuracy of +/- 6 seconds.
 EJ0985
 EJ0985.The orthometric height was determined by differential leveling and
 EJ0985.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0985.in June 1991.
 EJ0985
 EJ0985.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0985.GEOID18 height accuracy estimate available here.
 EJ0985
 EJ0985.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU955507(NAD 83)
 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
 EJ0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0985.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0985
 EJ0985_MARKER: DB = BENCH MARK DISK
 EJ0985_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0985_STAMPING: K 104 1935
 EJ0985_MARK LOGO: CGS
 EJ0985_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0992 ***********************************************************************
 EJ0992  DESIGNATION -  K 105
 EJ0992  PID         -  EJ0992
 EJ0992  STATE/COUNTY-  AR/GARLAND
 EJ0992  COUNTRY     -  US
 EJ0992  USGS QUAD   -  NIMROD SW (2017)
 EJ0992
 EJ0992                         *CURRENT SURVEY CONTROL
 EJ0992  ______________________________________________________________________
 EJ0992* NAD 83(1986) POSITION- 34 45 47.     (N) 093 13 35.     (W)   SCALED
 EJ0992* NAVD 88 ORTHO HEIGHT -   277.682 (meters)      911.03  (feet) ADJUSTED
 EJ0992  ______________________________________________________________________
 EJ0992  GEOID HEIGHT    -        -28.340 (meters)                     GEOID18
 EJ0992  DYNAMIC HEIGHT  -        277.402 (meters)      910.11  (feet) COMP
 EJ0992  MODELED GRAVITY -    979,619.5   (mgal)                       NAVD 88
 EJ0992
 EJ0992  VERT ORDER      -  SECOND    CLASS 0
 EJ0992
 EJ0992.The horizontal coordinates were scaled from a map and have
 EJ0992.an estimated accuracy of +/- 6 seconds.
 EJ0992
 EJ0992.The orthometric height was determined by differential leveling and
 EJ0992.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0992.in June 1991.
 EJ0992
 EJ0992.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0992.GEOID18 height accuracy estimate available here.
 EJ0992
 EJ0992.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU792467(NAD 83)
 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
 EJ0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0992.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0992
 EJ0992_MARKER: DB = BENCH MARK DISK
 EJ0992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0992_STAMPING: K 105 1935
 EJ0992_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0627 ***********************************************************************
 FG0627  DESIGNATION -  K 106
 FG0627  PID         -  FG0627
 FG0627  STATE/COUNTY-  AR/SEARCY
 FG0627  COUNTRY     -  US
 FG0627  USGS QUAD   -  WITTS SPRINGS (2017)
 FG0627
 FG0627                         *CURRENT SURVEY CONTROL
 FG0627  ______________________________________________________________________
 FG0627* NAD 83(1986) POSITION- 35 48 04.     (N) 092 46 41.     (W)   SCALED
 FG0627* NAVD 88 ORTHO HEIGHT -   311.564 (meters)     1022.19  (feet) ADJUSTED
 FG0627  ______________________________________________________________________
 FG0627  GEOID HEIGHT    -        -27.991 (meters)                     GEOID18
 FG0627  DYNAMIC HEIGHT  -        311.277 (meters)     1021.25  (feet) COMP
 FG0627  MODELED GRAVITY -    979,703.4   (mgal)                       NAVD 88
 FG0627
 FG0627  VERT ORDER      -  SECOND    CLASS 0
 FG0627
 FG0627.The horizontal coordinates were scaled from a map and have
 FG0627.an estimated accuracy of +/- 6 seconds.
 FG0627
 FG0627.The orthometric height was determined by differential leveling and
 FG0627.adjusted by the NATIONAL GEODETIC SURVEY
 FG0627.in June 1991.
 FG0627
 FG0627.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0627.GEOID18 height accuracy estimate available here.
 FG0627
 FG0627.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV200619(NAD 83)
 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
 FG0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0627.See file dsdata.pdf to determine how the superseded data were derived.
 FG0627
 FG0627_MARKER: DB = BENCH MARK DISK
 FG0627_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0627_STAMPING: K 106 1935
 FG0627_MARK LOGO: CGS
 FG0627_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0627
 FG0627  HISTORY     - Date     Condition        Report By
 FG0627  HISTORY     - 1935     MONUMENTED       CGS
 FG0627  HISTORY     - 1975     MARK NOT FOUND   USGS
 FG0627  HISTORY     - 20110228 MARK NOT FOUND   ARHD
 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.
 FG0627
 FG0627                          STATION RECOVERY (2011)
 FG0627
 FG0627'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (I)
 FG0627'MARK NOT FOUND
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH2097 ***********************************************************************
 EH2097  DESIGNATION -  K 107
 EH2097  PID         -  EH2097
 EH2097  STATE/COUNTY-  AR/LONOKE
 EH2097  COUNTRY     -  US
 EH2097  USGS QUAD   -  LONOKE (2017)
 EH2097
 EH2097                         *CURRENT SURVEY CONTROL
 EH2097  ______________________________________________________________________
 EH2097* NAD 83(1986) POSITION- 34 47 03.     (N) 091 55 57.     (W)   SCALED
 EH2097* NAVD 88 ORTHO HEIGHT -    70.417 (meters)      231.03  (feet) ADJUSTED
 EH2097  ______________________________________________________________________
 EH2097  GEOID HEIGHT    -        -26.780 (meters)                     GEOID18
 EH2097  DYNAMIC HEIGHT  -         70.351 (meters)      230.81  (feet) COMP
 EH2097  MODELED GRAVITY -    979,705.0   (mgal)                       NAVD 88
 EH2097
 EH2097  VERT ORDER      -  FIRST     CLASS II
 EH2097
 EH2097.The horizontal coordinates were scaled from a map and have
 EH2097.an estimated accuracy of +/- 6 seconds.
 EH2097
 EH2097.The orthometric height was determined by differential leveling and
 EH2097.adjusted by the NATIONAL GEODETIC SURVEY
 EH2097.in June 1991.
 EH2097
 EH2097.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2097.GEOID18 height accuracy estimate available here.
 EH2097
 EH2097.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU976496(NAD 83)
 EH2097
 EH2097                          SUPERSEDED SURVEY CONTROL
 EH2097
 EH2097  NGVD 29 (11/26/84)   70.434  (m)          231.08   (f) ADJUSTED    1 2
 EH2097
 EH2097.Superseded values are not recommended for survey control.
 EH2097
 EH2097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2097.See file dsdata.pdf to determine how the superseded data were derived.
 EH2097
 EH2097_MARKER: DB = BENCH MARK DISK
 EH2097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2097_STAMPING: K 107 1954
 EH2097_MARK LOGO: CGS
 EH2097_PROJECTION: PROJECTING 18 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2030 ***********************************************************************
 EH2030  DESIGNATION -  K 108
 EH2030  PID         -  EH2030
 EH2030  STATE/COUNTY-  AR/LONOKE
 EH2030  COUNTRY     -  US
 EH2030  USGS QUAD   -  CARLISLE (2017)
 EH2030
 EH2030                         *CURRENT SURVEY CONTROL
 EH2030  ______________________________________________________________________
 EH2030* NAD 83(1986) POSITION- 34 48 12.     (N) 091 43 24.     (W)   SCALED
 EH2030* NAVD 88 ORTHO HEIGHT -    72.073 (meters)      236.46  (feet) ADJUSTED
 EH2030  ______________________________________________________________________
 EH2030  GEOID HEIGHT    -        -26.924 (meters)                     GEOID18
 EH2030  DYNAMIC HEIGHT  -         72.005 (meters)      236.24  (feet) COMP
 EH2030  MODELED GRAVITY -    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 map and have
 EH2030.an estimated accuracy of +/- 6 seconds.
 EH2030
 EH2030.The orthometric height was determined by differential leveling and
 EH2030.adjusted by the NATIONAL GEODETIC SURVEY
 EH2030.in June 1991.
 EH2030
 EH2030.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2030.GEOID18 height accuracy estimate available here.
 EH2030
 EH2030.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU167519(NAD 83)
 EH2030
 EH2030                          SUPERSEDED SURVEY CONTROL
 EH2030
 EH2030  NGVD 29 (11/26/84)   72.083  (m)          236.49   (f) ADJUSTED    1 2
 EH2030
 EH2030.Superseded values are not recommended for survey control.
 EH2030
 EH2030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2030.See file dsdata.pdf to determine how the superseded data were derived.
 EH2030
 EH2030_MARKER: DB = BENCH MARK DISK
 EH2030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2030_STAMPING: K 108 1954
 EH2030_MARK LOGO: CGS
 EH2030_PROJECTION: PROJECTING 18 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2210 ***********************************************************************
 EH2210  DESIGNATION -  K 109
 EH2210  PID         -  EH2210
 EH2210  STATE/COUNTY-  AR/PRAIRIE
 EH2210  COUNTRY     -  US
 EH2210  USGS QUAD   -  HAZEN (2017)
 EH2210
 EH2210                         *CURRENT SURVEY CONTROL
 EH2210  ______________________________________________________________________
 EH2210* NAD 83(1986) POSITION- 34 46 29.7    (N) 091 33 00.2    (W)   HD_HELD2
 EH2210* NAVD 88 ORTHO HEIGHT -    69.904 (meters)      229.34  (feet) ADJUSTED
 EH2210  ______________________________________________________________________
 EH2210  GEOID HEIGHT    -        -26.938 (meters)                     GEOID18
 EH2210  DYNAMIC HEIGHT  -         69.839 (meters)      229.13  (feet) COMP
 EH2210  MODELED GRAVITY -    979,693.7   (mgal)                       NAVD 88
 EH2210
 EH2210  VERT ORDER      -  SECOND    CLASS I
 EH2210
 EH2210.The horizontal coordinates were established by autonomous hand held GPS
 EH2210.observations and have an estimated accuracy of +/- 10 meters.
 EH2210
 EH2210.The orthometric height was determined by differential leveling and
 EH2210.adjusted by the NATIONAL GEODETIC SURVEY
 EH2210.in June 2022.
 EH2210
 EH2210.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2210.GEOID18 height accuracy estimate available here.
 EH2210
 EH2210.Click photographs - Photos may exist for this station.
 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     -   633,930.      441,187.      MT  (+/- 10 meters HH2 GPS)
 EH2210
 EH2210_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU3267649040(NAD 83)
 EH2210
 EH2210                          SUPERSEDED SURVEY CONTROL
 EH2210
 EH2210  NAVD 88 (06/15/91)   69.888  (m)          229.29   (f) SUPERSEDED  1 2
 EH2210  NGVD 29 (11/26/84)   69.892  (m)          229.30   (f) ADJUSTED    1 2
 EH2210
 EH2210.Superseded values are not recommended for survey control.
 EH2210
 EH2210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2210.See file dsdata.pdf to determine how the superseded data were derived.
 EH2210
 EH2210_MARKER: DB = BENCH MARK DISK
 EH2210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2210_STAMPING: K 109 1954
 EH2210_MARK LOGO: CGS
 EH2210_PROJECTION: PROJECTING 13 CENTIMETERS
 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 - November 16, 2021
 EH2210
 EH2210  HISTORY     - Date     Condition        Report By
 EH2210  HISTORY     - 1954     MONUMENTED       CGS
 EH2210  HISTORY     - 20030610 GOOD             USACE
 EH2210  HISTORY     - 20211116 GOOD             ARHD
 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.
 EH2210
 EH2210                          STATION RECOVERY (2021)
 EH2210
 EH2210'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2021 (JDH)
 EH2210'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0001 ***********************************************************************
 DL0001  DESIGNATION -  K 11
 DL0001  PID         -  DL0001
 DL0001  STATE/COUNTY-  AR/CLEVELAND
 DL0001  COUNTRY     -  US
 DL0001  USGS QUAD   -  RISON (2017)
 DL0001
 DL0001                         *CURRENT SURVEY CONTROL
 DL0001  ______________________________________________________________________
 DL0001* NAD 83(1986) POSITION- 33 59 02.     (N) 092 10 31.     (W)   SCALED
 DL0001* NAVD 88 ORTHO HEIGHT -    69.996 (meters)      229.65  (feet) ADJUSTED
 DL0001  ______________________________________________________________________
 DL0001  GEOID HEIGHT    -        -25.834 (meters)                     GEOID18
 DL0001  DYNAMIC HEIGHT  -         69.927 (meters)      229.42  (feet) COMP
 DL0001  MODELED GRAVITY -    979,652.9   (mgal)                       NAVD 88
 DL0001
 DL0001  VERT ORDER      -  SECOND    CLASS I
 DL0001
 DL0001.The horizontal coordinates were scaled from a map and have
 DL0001.an estimated accuracy of +/- 6 seconds.
 DL0001
 DL0001.The orthometric height was determined by differential leveling and
 DL0001.adjusted by the NATIONAL GEODETIC SURVEY
 DL0001.in September 2023.
 DL0001
 DL0001.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0001.GEOID18 height accuracy estimate available here.
 DL0001
 DL0001.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT761606(NAD 83)
 DL0001
 DL0001                          SUPERSEDED SURVEY CONTROL
 DL0001
 DL0001  NAVD 88 (06/15/91)   69.996  (m)          229.65   (f) SUPERSEDED  2 0
 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
 DL0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0001.See file dsdata.pdf to determine how the superseded data were derived.
 DL0001
 DL0001_MARKER: DB = BENCH MARK DISK
 DL0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0001_STAMPING: 229.908 K 11 1932
 DL0001_MARK LOGO: CGS
 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 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 = MARCH 20, 2026 22:17:28 EDT
 FF1833 ***********************************************************************
 FF1833  DESIGNATION -  K 11 14
 FF1833  PID         -  FF1833
 FF1833  STATE/COUNTY-  AR/WOODRUFF
 FF1833  COUNTRY     -  US
 FF1833  USGS QUAD   -  AUGUSTA (2017)
 FF1833
 FF1833                         *CURRENT SURVEY CONTROL
 FF1833  ______________________________________________________________________
 FF1833* NAD 83(1997) POSITION- 35 17 14.52818(N) 091 21 53.60503(W)   NO CHECK
 FF1833* NAVD 88 ORTHO HEIGHT -    68.    (meters)      223.    (feet) SCALED
 FF1833  ______________________________________________________________________
 FF1833  GEOID HEIGHT    -        -27.400 (meters)                     GEOID18
 FF1833  LAPLACE CORR    -         -0.18  (seconds)                    DEFLEC18
 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
 FF1833.No horizontal observational check was made to the station.
 FF1833
 FF1833.The orthometric height was scaled from a topographic map.
 FF1833
 FF1833.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1833.GEOID18 height accuracy estimate available here.
 FF1833
 FF1833.Click photographs - Photos may exist for this station.
 FF1833
 FF1833.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1833
 FF1833. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999362  x   0.99994928  =   0.99994290
 FF1833!UTM  15      -   0.99999362  x   0.99987247  =   0.99986609
 FF1833
 FF1833_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV4868906137(NAD 83)
 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
 FF1833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1833.See file dsdata.pdf to determine how the superseded data were derived.
 FF1833
 FF1833_MARKER: DD = SURVEY DISK
 FF1833_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF1833_STAMPING: BM K 11 14
 FF1833_MARK LOGO: USACE
 FF1833_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1833_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF1833+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2022
 FF1833
 FF1833  HISTORY     - Date     Condition        Report By
 FF1833  HISTORY     - 1954     MONUMENTED       USACE
 FF1833  HISTORY     - 20220831 POOR             NGS
 FF1833
 FF1833                          STATION DESCRIPTION
 FF1833
 FF1833'DESCRIBED BY US ARMY CORPS OF 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.
 FF1833
 FF1833                          STATION RECOVERY (2022)
 FF1833
 FF1833'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (JBW)
 FF1833'DISK IS DAMAGED.  PHOTOS PROVIDED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1206 ***********************************************************************
 FF1206  DESIGNATION -  K 11 3
 FF1206  PID         -  FF1206
 FF1206  STATE/COUNTY-  AR/WHITE
 FF1206  COUNTRY     -  US
 FF1206  USGS QUAD   -  BRADFORD (2017)
 FF1206
 FF1206                         *CURRENT SURVEY CONTROL
 FF1206  ______________________________________________________________________
 FF1206* NAD 83(1986) POSITION- 35 25 19.     (N) 091 27 18.     (W)   SCALED
 FF1206* NAVD 88 ORTHO HEIGHT -    73.494 (meters)      241.12  (feet) ADJUSTED
 FF1206  ______________________________________________________________________
 FF1206  GEOID HEIGHT    -        -27.288 (meters)                     GEOID18
 FF1206  DYNAMIC HEIGHT  -         73.430 (meters)      240.91  (feet) COMP
 FF1206  MODELED GRAVITY -    979,757.7   (mgal)                       NAVD 88
 FF1206
 FF1206  VERT ORDER      -  FIRST     CLASS II
 FF1206
 FF1206.The horizontal coordinates were scaled from a map and have
 FF1206.an estimated accuracy of +/- 6 seconds.
 FF1206
 FF1206.The orthometric height was determined by differential leveling and
 FF1206.adjusted by the NATIONAL GEODETIC SURVEY
 FF1206.in June 1991.
 FF1206
 FF1206.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1206.GEOID18 height accuracy estimate available here.
 FF1206
 FF1206.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV402209(NAD 83)
 FF1206
 FF1206                          SUPERSEDED SURVEY CONTROL
 FF1206
 FF1206  NGVD 29 (11/26/84)   73.440  (m)          240.94   (f) ADJUSTED    1 2
 FF1206
 FF1206.Superseded values are not recommended for survey control.
 FF1206
 FF1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1206.See file dsdata.pdf to determine how the superseded data were derived.
 FF1206
 FF1206_MARKER: DD = SURVEY DISK
 FF1206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1206_STAMPING: K-11-3
 FF1206_MARK LOGO: USACE
 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       USACE
 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, 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 = MARCH 20, 2026 22:17:28 EDT
 EH1116 ***********************************************************************
 EH1116  DESIGNATION -  K 110
 EH1116  PID         -  EH1116
 EH1116  STATE/COUNTY-  AR/PRAIRIE
 EH1116  COUNTRY     -  US
 EH1116  USGS QUAD   -  DE VALLS BLUFF (2017)
 EH1116
 EH1116                         *CURRENT SURVEY CONTROL
 EH1116  ______________________________________________________________________
 EH1116* NAD 83(1986) POSITION- 34 49 29.     (N) 091 23 43.     (W)   SCALED
 EH1116* NAVD 88 ORTHO HEIGHT -    55.589 (meters)      182.38  (feet) ADJUSTED
 EH1116  ______________________________________________________________________
 EH1116  GEOID HEIGHT    -        -26.958 (meters)                     GEOID18
 EH1116  DYNAMIC HEIGHT  -         55.537 (meters)      182.21  (feet) COMP
 EH1116  MODELED GRAVITY -    979,702.5   (mgal)                       NAVD 88
 EH1116
 EH1116  VERT ORDER      -  FIRST     CLASS II
 EH1116
 EH1116.The horizontal coordinates were scaled from a map and have
 EH1116.an estimated accuracy of +/- 6 seconds.
 EH1116
 EH1116.The orthometric height was determined by differential leveling and
 EH1116.adjusted by the NATIONAL GEODETIC SURVEY
 EH1116.in June 1991.
 EH1116
 EH1116.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1116.GEOID18 height accuracy estimate available here.
 EH1116
 EH1116.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU467547(NAD 83)
 EH1116
 EH1116                          SUPERSEDED SURVEY CONTROL
 EH1116
 EH1116  NGVD 29 (11/26/84)   55.590  (m)          182.38   (f) ADJUSTED    1 2
 EH1116
 EH1116.Superseded values are not recommended for survey control.
 EH1116
 EH1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1116.See file dsdata.pdf to determine how the superseded data were derived.
 EH1116
 EH1116_MARKER: DB = BENCH MARK DISK
 EH1116_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EH1116_SP_SET: CULVERT HEADWALL
 EH1116_STAMPING: K 110 1954
 EH1116_MARK LOGO: CGS
 EH1116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1116+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1117 ***********************************************************************
 EH1117  DESIGNATION -  K 110 RESET
 EH1117  PID         -  EH1117
 EH1117  STATE/COUNTY-  AR/PRAIRIE
 EH1117  COUNTRY     -  US
 EH1117  USGS QUAD   -  DE VALLS BLUFF (2017)
 EH1117
 EH1117                         *CURRENT SURVEY CONTROL
 EH1117  ______________________________________________________________________
 EH1117* NAD 83(1986) POSITION- 34 49 29.     (N) 091 23 43.     (W)   SCALED
 EH1117* NAVD 88 ORTHO HEIGHT -    55.51  (meters)      182.1   (feet) RESET
 EH1117  ______________________________________________________________________
 EH1117  GEOID HEIGHT    -        -26.958 (meters)                     GEOID18
 EH1117  VERT ORDER      -  THIRD
 EH1117
 EH1117.The horizontal coordinates were scaled from a map and have
 EH1117.an estimated accuracy of +/- 6 seconds.
 EH1117
 EH1117.The orthometric height was computed from unverified reset data.
 EH1117
 EH1117.No vertical observational check was made to the station.
 EH1117
 EH1117.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1117.GEOID18 height accuracy estimate available here.
 EH1117
 EH1117.Click photographs - Photos may exist for this station.
 EH1117
 EH1117;                    North         East    Units  Estimated Accuracy
 EH1117;SPC AR S     -   639,530.      455,320.      MT  (+/- 180 meters Scaled)
 EH1117
 EH1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU467547(NAD 83)
 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
 EH1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1117.See file dsdata.pdf to determine how the superseded data were derived.
 EH1117
 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 DEPARTMENT OF TRANSPORTATION 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 = MARCH 20, 2026 22:17:28 EDT
 EH1867 ***********************************************************************
 EH1867  DESIGNATION -  K 111
 EH1867  PID         -  EH1867
 EH1867  STATE/COUNTY-  AR/LONOKE
 EH1867  COUNTRY     -  US
 EH1867  USGS QUAD   -  WATTENSAW (2017)
 EH1867
 EH1867                         *CURRENT SURVEY CONTROL
 EH1867  ______________________________________________________________________
 EH1867* NAD 83(1986) POSITION- 34 57 38.     (N) 091 52 26.     (W)   SCALED
 EH1867* NAVD 88 ORTHO HEIGHT -    74.041 (meters)      242.92  (feet) ADJUSTED
 EH1867  ______________________________________________________________________
 EH1867  GEOID HEIGHT    -        -27.155 (meters)                     GEOID18
 EH1867  DYNAMIC HEIGHT  -         73.973 (meters)      242.69  (feet) COMP
 EH1867  MODELED GRAVITY -    979,710.7   (mgal)                       NAVD 88
 EH1867
 EH1867  VERT ORDER      -  FIRST     CLASS II
 EH1867
 EH1867.The horizontal coordinates were scaled from a map and have
 EH1867.an estimated accuracy of +/- 6 seconds.
 EH1867
 EH1867.The orthometric height was determined by differential leveling and
 EH1867.adjusted by the NATIONAL GEODETIC SURVEY
 EH1867.in June 1991.
 EH1867
 EH1867.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1867.GEOID18 height accuracy estimate available here.
 EH1867
 EH1867.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU028692(NAD 83)
 EH1867
 EH1867                          SUPERSEDED SURVEY CONTROL
 EH1867
 EH1867  NGVD 29 (11/26/84)   74.044  (m)          242.93   (f) ADJUSTED    1 2
 EH1867
 EH1867.Superseded values are not recommended for survey control.
 EH1867
 EH1867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1867.See file dsdata.pdf to determine how the superseded data were derived.
 EH1867
 EH1867_MARKER: DB = BENCH MARK DISK
 EH1867_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EH1867_SP_SET: CULVERT HEADWALL
 EH1867_STAMPING: K 111 1955
 EH1867_MARK LOGO: CGS
 EH1867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1867+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1614 ***********************************************************************
 EH1614  DESIGNATION -  K 112
 EH1614  PID         -  EH1614
 EH1614  STATE/COUNTY-  AR/JEFFERSON
 EH1614  COUNTRY     -  US
 EH1614  USGS QUAD   -  REYDELL (2017)
 EH1614
 EH1614                         *CURRENT SURVEY CONTROL
 EH1614  ______________________________________________________________________
 EH1614* NAD 83(1986) POSITION- 34 10 42.     (N) 091 32 28.     (W)   SCALED
 EH1614* NAVD 88 ORTHO HEIGHT -    54.286 (meters)      178.10  (feet) ADJUSTED
 EH1614  ______________________________________________________________________
 EH1614  GEOID HEIGHT    -        -26.133 (meters)                     GEOID18
 EH1614  DYNAMIC HEIGHT  -         54.232 (meters)      177.93  (feet) COMP
 EH1614  MODELED GRAVITY -    979,660.1   (mgal)                       NAVD 88
 EH1614
 EH1614  VERT ORDER      -  FIRST     CLASS II
 EH1614
 EH1614.The horizontal coordinates were scaled from a map and have
 EH1614.an estimated accuracy of +/- 6 seconds.
 EH1614
 EH1614.The orthometric height was determined by differential leveling and
 EH1614.adjusted by the NATIONAL GEODETIC SURVEY
 EH1614.in August 1993.
 EH1614
 EH1614.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1614.GEOID18 height accuracy estimate available here.
 EH1614
 EH1614.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT344828(NAD 83)
 EH1614
 EH1614                          SUPERSEDED SURVEY CONTROL
 EH1614
 EH1614  NAVD 88 (06/15/91)   54.329  (m)          178.24   (f) SUPERSEDED  1 2
 EH1614  NGVD 29 (11/26/84)   54.367  (m)          178.37   (f) ADJUSTED    1 2
 EH1614
 EH1614.Superseded values are not recommended for survey control.
 EH1614
 EH1614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1614.See file dsdata.pdf to determine how the superseded data were derived.
 EH1614
 EH1614_MARKER: DB = BENCH MARK DISK
 EH1614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1614_STAMPING: K 112 1954
 EH1614_MARK LOGO: CGS
 EH1614_PROJECTION: PROJECTING 10 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2381 ***********************************************************************
 EH2381  DESIGNATION -  K 114
 EH2381  PID         -  EH2381
 EH2381  STATE/COUNTY-  AR/PRAIRIE
 EH2381  COUNTRY     -  US
 EH2381  USGS QUAD   -  HAZEN (2017)
 EH2381
 EH2381                         *CURRENT SURVEY CONTROL
 EH2381  ______________________________________________________________________
 EH2381* NAD 83(1986) POSITION- 34 45 44.     (N) 091 35 21.     (W)   SCALED
 EH2381* NAVD 88 ORTHO HEIGHT -    68.234 (meters)      223.86  (feet) ADJUSTED
 EH2381  ______________________________________________________________________
 EH2381  GEOID HEIGHT    -        -26.916 (meters)                     GEOID18
 EH2381  DYNAMIC HEIGHT  -         68.170 (meters)      223.65  (feet) COMP
 EH2381  MODELED GRAVITY -    979,692.0   (mgal)                       NAVD 88
 EH2381
 EH2381  VERT ORDER      -  FIRST     CLASS II
 EH2381
 EH2381.The horizontal coordinates were scaled from a map and have
 EH2381.an estimated accuracy of +/- 6 seconds.
 EH2381
 EH2381.The orthometric height was determined by differential leveling and
 EH2381.adjusted by the NATIONAL GEODETIC SURVEY
 EH2381.in June 1991.
 EH2381
 EH2381.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2381.GEOID18 height accuracy estimate available here.
 EH2381
 EH2381.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU291475(NAD 83)
 EH2381
 EH2381                          SUPERSEDED SURVEY CONTROL
 EH2381
 EH2381  NGVD 29 (11/26/84)   68.247  (m)          223.91   (f) ADJUSTED    1 2
 EH2381
 EH2381.Superseded values are not recommended for survey control.
 EH2381
 EH2381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2381.See file dsdata.pdf to determine how the superseded data were derived.
 EH2381
 EH2381_MARKER: DB = BENCH MARK DISK
 EH2381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2381_STAMPING: K 114 1954
 EH2381_MARK LOGO: CGS
 EH2381_PROJECTION: PROJECTING 12 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1398 ***********************************************************************
 EH1398  DESIGNATION -  K 115
 EH1398  PID         -  EH1398
 EH1398  STATE/COUNTY-  AR/ARKANSAS
 EH1398  COUNTRY     -  US
 EH1398  USGS QUAD   -  ALMYRA (2017)
 EH1398
 EH1398                         *CURRENT SURVEY CONTROL
 EH1398  ______________________________________________________________________
 EH1398* NAD 83(1986) POSITION- 34 23 13.     (N) 091 23 24.     (W)   SCALED
 EH1398* NAVD 88 ORTHO HEIGHT -    59.719 (meters)      195.93  (feet) ADJUSTED
 EH1398  ______________________________________________________________________
 EH1398  GEOID HEIGHT    -        -26.513 (meters)                     GEOID18
 EH1398  DYNAMIC HEIGHT  -         59.661 (meters)      195.74  (feet) COMP
 EH1398  MODELED GRAVITY -    979,671.8   (mgal)                       NAVD 88
 EH1398
 EH1398  VERT ORDER      -  FIRST     CLASS II
 EH1398
 EH1398.The horizontal coordinates were scaled from a map and have
 EH1398.an estimated accuracy of +/- 6 seconds.
 EH1398
 EH1398.The orthometric height was determined by differential leveling and
 EH1398.adjusted by the NATIONAL GEODETIC SURVEY
 EH1398.in August 1993.
 EH1398
 EH1398.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1398.GEOID18 height accuracy estimate available here.
 EH1398
 EH1398.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU480062(NAD 83)
 EH1398
 EH1398                          SUPERSEDED SURVEY CONTROL
 EH1398
 EH1398  NAVD 88 (06/15/91)   59.776  (m)          196.12   (f) SUPERSEDED  1 2
 EH1398  NGVD 29 (11/26/84)   59.784  (m)          196.14   (f) ADJUSTED    1 2
 EH1398
 EH1398.Superseded values are not recommended for survey control.
 EH1398
 EH1398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1398.See file dsdata.pdf to determine how the superseded data were derived.
 EH1398
 EH1398_MARKER: DB = BENCH MARK DISK
 EH1398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1398_STAMPING: K 115 1954
 EH1398_MARK LOGO: CGS
 EH1398_PROJECTION: FLUSH
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1674 ***********************************************************************
 EH1674  DESIGNATION -  K 116
 EH1674  PID         -  EH1674
 EH1674  STATE/COUNTY-  AR/ARKANSAS
 EH1674  COUNTRY     -  US
 EH1674  USGS QUAD   -  STUTTGART SOUTH (2017)
 EH1674
 EH1674                         *CURRENT SURVEY CONTROL
 EH1674  ______________________________________________________________________
 EH1674* NAD 83(1986) POSITION- 34 28 42.     (N) 091 30 18.     (W)   SCALED
 EH1674* NAVD 88 ORTHO HEIGHT -    64.919 (meters)      212.99  (feet) ADJUSTED
 EH1674  ______________________________________________________________________
 EH1674  GEOID HEIGHT    -        -26.568 (meters)                     GEOID18
 EH1674  DYNAMIC HEIGHT  -         64.857 (meters)      212.79  (feet) COMP
 EH1674  MODELED GRAVITY -    979,678.7   (mgal)                       NAVD 88
 EH1674
 EH1674  VERT ORDER      -  FIRST     CLASS II
 EH1674
 EH1674.The horizontal coordinates were scaled from a map and have
 EH1674.an estimated accuracy of +/- 6 seconds.
 EH1674
 EH1674.The orthometric height was determined by differential leveling and
 EH1674.adjusted by the NATIONAL GEODETIC SURVEY
 EH1674.in August 1993.
 EH1674
 EH1674.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1674.GEOID18 height accuracy estimate available here.
 EH1674
 EH1674.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU372162(NAD 83)
 EH1674
 EH1674                          SUPERSEDED SURVEY CONTROL
 EH1674
 EH1674  NAVD 88 (06/15/91)   64.958  (m)          213.12   (f) SUPERSEDED  1 2
 EH1674  NGVD 29 (11/26/84)   64.962  (m)          213.13   (f) ADJUSTED    1 2
 EH1674
 EH1674.Superseded values are not recommended for survey control.
 EH1674
 EH1674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1674.See file dsdata.pdf to determine how the superseded data were derived.
 EH1674
 EH1674_MARKER: DB = BENCH MARK DISK
 EH1674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1674_STAMPING: K 116 1955
 EH1674_MARK LOGO: CGS
 EH1674_PROJECTION: PROJECTING 9 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0128 ***********************************************************************
 EJ0128  DESIGNATION -  K 118
 EJ0128  PID         -  EJ0128
 EJ0128  STATE/COUNTY-  AR/PULASKI
 EJ0128  COUNTRY     -  US
 EJ0128  USGS QUAD   -  LITTLE ROCK (2017)
 EJ0128
 EJ0128                         *CURRENT SURVEY CONTROL
 EJ0128  ______________________________________________________________________
 EJ0128* NAD 83(1986) POSITION- 34 44 49.52   (N) 092 15 32.01   (W)   HD_HELD1
 EJ0128* NAVD 88 ORTHO HEIGHT -    82.852 (meters)      271.82  (feet) ADJUSTED
 EJ0128  ______________________________________________________________________
 EJ0128  GEOID HEIGHT    -        -26.650 (meters)                     GEOID18
 EJ0128  DYNAMIC HEIGHT  -         82.776 (meters)      271.57  (feet) COMP
 EJ0128  MODELED GRAVITY -    979,710.9   (mgal)                       NAVD 88
 EJ0128
 EJ0128  VERT ORDER      -  FIRST     CLASS II
 EJ0128
 EJ0128.The horizontal coordinates were determined by differentially corrected
 EJ0128.hand held GPS observations or other comparable positioning techniques
 EJ0128.and have an estimated accuracy of +/- 3 meters.
 EJ0128
 EJ0128.The orthometric height was determined by differential leveling and
 EJ0128.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0128.in September 2023.
 EJ0128
 EJ0128.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0128.GEOID18 height accuracy estimate available here.
 EJ0128
 EJ0128.Click photographs - Photos may exist for this station.
 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     -   630,782.0     376,293.9     MT  (+/- 3 meters HH1 GPS) 
 EJ0128
 EJ0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6783545246(NAD 83)
 EJ0128
 EJ0128                          SUPERSEDED SURVEY CONTROL
 EJ0128
 EJ0128  NAVD 88 (06/15/91)   82.853  (m)          271.83   (f) SUPERSEDED  1 2
 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
 EJ0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0128.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0128
 EJ0128_MARKER: DB = BENCH MARK DISK
 EJ0128_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EJ0128_SP_SET: RR BRIDGE ABUTMENT
 EJ0128_STAMPING: K 118 1955
 EJ0128_MARK LOGO: CGS
 EJ0128_MAGNETIC: N = NO MAGNETIC MATERIAL
 EJ0128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ0128_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EJ0128+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2025
 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  HISTORY     - 20070407 GOOD             ARHD
 EJ0128  HISTORY     - 20250616 GOOD             USPSQD
 EJ0128  HISTORY     - 20251102 GOOD             BASE9
 EJ0128
 EJ0128                          STATION DESCRIPTION
 EJ0128
 EJ0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 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 DEPARTMENT OF TRANSPORTATION 2006 (TPS)
 EJ0128'RECOVERED IN GOOD CONDITION.
 EJ0128
 EJ0128                          STATION RECOVERY (2007)
 EJ0128
 EJ0128'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2007 (VJB)
 EJ0128'RECOVERED AS DESCRIBED.
 EJ0128
 EJ0128                          STATION RECOVERY (2025)
 EJ0128
 EJ0128'RECOVERY NOTE BY US POWER SQUADRON 2025 (KLM)
 EJ0128'AT THE OLD ROCK ISLAND RAILROAD BRIDGE WHICH IS NOW PART OF A
 EJ0128'PEDESTRIAN WALKING BRIDGE OVER THE ARKANSAS RIVER.  APPROACHING THE
 EJ0128'BRIDGE FROM THE SOUTH THE DISK IS ON THE WEST SIDE OF THE BRIDGE, AT
 EJ0128'THE FIRST CONCRETE ABUTMENT BELOW GRADE AND FRAMED BY A METAL SQUARE
 EJ0128'CUT OUT OF A LARGE METAL STRUCTURAL PLATE.
 EJ0128
 EJ0128                          STATION RECOVERY (2025)
 EJ0128
 EJ0128'RECOVERY NOTE BY BASE 9 GEODETIC CONSULTING SERVICE 2025 (DRD)
 EJ0128'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0595 ***********************************************************************
 DL0595  DESIGNATION -  K 119
 DL0595  PID         -  DL0595
 DL0595  STATE/COUNTY-  AR/COLUMBIA
 DL0595  COUNTRY     -  US
 DL0595  USGS QUAD   -  BUSSEY (2017)
 DL0595
 DL0595                         *CURRENT SURVEY CONTROL
 DL0595  ______________________________________________________________________
 DL0595* NAD 83(1986) POSITION- 33 10 38.     (N) 093 27 34.     (W)   SCALED
 DL0595* NAVD 88 ORTHO HEIGHT -    75.406 (meters)      247.39  (feet) ADJUSTED
 DL0595  ______________________________________________________________________
 DL0595  GEOID HEIGHT    -        -26.465 (meters)                     GEOID18
 DL0595  DYNAMIC HEIGHT  -         75.324 (meters)      247.13  (feet) COMP
 DL0595  MODELED GRAVITY -    979,557.3   (mgal)                       NAVD 88
 DL0595
 DL0595  VERT ORDER      -  SECOND    CLASS 0
 DL0595
 DL0595.The horizontal coordinates were scaled from a map and have
 DL0595.an estimated accuracy of +/- 6 seconds.
 DL0595
 DL0595.The orthometric height was determined by differential leveling and
 DL0595.adjusted by the NATIONAL GEODETIC SURVEY
 DL0595.in June 1991.
 DL0595
 DL0595.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0595.GEOID18 height accuracy estimate available here.
 DL0595
 DL0595.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS571710(NAD 83)
 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
 DL0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0595.See file dsdata.pdf to determine how the superseded data were derived.
 DL0595
 DL0595_MARKER: DB = BENCH MARK DISK
 DL0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0595_STAMPING: K 119 1934
 DL0595_MARK LOGO: CGS
 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   CGS
 DL0595
 DL0595                          STATION DESCRIPTION
 DL0595
 DL0595'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DK1369 ***********************************************************************
 DK1369  DESIGNATION -  K 12
 DK1369  PID         -  DK1369
 DK1369  STATE/COUNTY-  AR/ASHLEY
 DK1369  COUNTRY     -  US
 DK1369  USGS QUAD   -  CROSSETT NORTH (2017)
 DK1369
 DK1369                         *CURRENT SURVEY CONTROL
 DK1369  ______________________________________________________________________
 DK1369* NAD 83(1986) POSITION- 33 08 27.     (N) 091 59 35.     (W)   SCALED
 DK1369* NAVD 88 ORTHO HEIGHT -    48.173 (meters)      158.05  (feet) ADJUSTED
 DK1369  ______________________________________________________________________
 DK1369  GEOID HEIGHT    -        -25.948 (meters)                     GEOID18
 DK1369  DYNAMIC HEIGHT  -         48.122 (meters)      157.88  (feet) COMP
 DK1369  MODELED GRAVITY -    979,569.7   (mgal)                       NAVD 88
 DK1369
 DK1369  VERT ORDER      -  SECOND    CLASS 0
 DK1369
 DK1369.The horizontal coordinates were scaled from a map and have
 DK1369.an estimated accuracy of +/- 6 seconds.
 DK1369
 DK1369.The orthometric height was determined by differential leveling and
 DK1369.adjusted by the NATIONAL GEODETIC SURVEY
 DK1369.in June 1991.
 DK1369
 DK1369.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1369.GEOID18 height accuracy estimate available here.
 DK1369
 DK1369.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS939673(NAD 83)
 DK1369
 DK1369                          SUPERSEDED SURVEY CONTROL
 DK1369
 DK1369  NGVD 29 (11/26/84)   48.242  (m)          158.27   (f) ADJUSTED    2 0
 DK1369
 DK1369.Superseded values are not recommended for survey control.
 DK1369
 DK1369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1369.See file dsdata.pdf to determine how the superseded data were derived.
 DK1369
 DK1369_MARKER: DB = BENCH MARK DISK
 DK1369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1369_STAMPING: 158.277 K 12 1932
 DK1369_MARK LOGO: CGS
 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  HISTORY     - 20220907 MARK NOT FOUND   ARHD
 DK1369
 DK1369                          STATION DESCRIPTION
 DK1369
 DK1369'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 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.
 DK1369
 DK1369                          STATION RECOVERY (2022)
 DK1369
 DK1369'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2022 (CW)
 DK1369'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1263 ***********************************************************************
 FF1263  DESIGNATION -  K 12 9
 FF1263  PID         -  FF1263
 FF1263  STATE/COUNTY-  AR/WHITE
 FF1263  COUNTRY     -  US
 FF1263  USGS QUAD   -  GEORGETOWN (2017)
 FF1263
 FF1263                         *CURRENT SURVEY CONTROL
 FF1263  ______________________________________________________________________
 FF1263* NAD 83(1986) POSITION- 35 07 31.     (N) 091 27 24.     (W)   SCALED
 FF1263* NAVD 88 ORTHO HEIGHT -    60.486 (meters)      198.44  (feet) ADJUSTED
 FF1263  ______________________________________________________________________
 FF1263  GEOID HEIGHT    -        -27.324 (meters)                     GEOID18
 FF1263  DYNAMIC HEIGHT  -         60.431 (meters)      198.26  (feet) COMP
 FF1263  MODELED GRAVITY -    979,722.7   (mgal)                       NAVD 88
 FF1263
 FF1263  VERT ORDER      -  SECOND    CLASS 0
 FF1263
 FF1263.The horizontal coordinates were scaled from a map and have
 FF1263.an estimated accuracy of +/- 6 seconds.
 FF1263
 FF1263.The orthometric height was determined by differential leveling and
 FF1263.adjusted by the NATIONAL GEODETIC SURVEY
 FF1263.in June 1991.
 FF1263
 FF1263.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1263.GEOID18 height accuracy estimate available here.
 FF1263
 FF1263.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU406880(NAD 83)
 FF1263
 FF1263                          SUPERSEDED SURVEY CONTROL
 FF1263
 FF1263  NGVD 29 (11/26/84)   60.454  (m)          198.34   (f) ADJUSTED    2 0
 FF1263
 FF1263.Superseded values are not recommended for survey control.
 FF1263
 FF1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1263.See file dsdata.pdf to determine how the superseded data were derived.
 FF1263
 FF1263_MARKER: DD = SURVEY DISK
 FF1263_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF1263_STAMPING: K 12-9
 FF1263_MARK LOGO: USACE
 FF1263_MAGNETIC: P = MARKER IS A STEEL PIPE
 FF1263_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1263
 FF1263  HISTORY     - Date     Condition        Report By
 FF1263  HISTORY     - UNK      MONUMENTED       USACE
 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, 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 = MARCH 20, 2026 22:17:28 EDT
 DL0636 ***********************************************************************
 DL0636  DESIGNATION -  K 120
 DL0636  PID         -  DL0636
 DL0636  STATE/COUNTY-  AR/COLUMBIA
 DL0636  COUNTRY     -  US
 DL0636  USGS QUAD   -  CALHOUN (2017)
 DL0636
 DL0636                         *CURRENT SURVEY CONTROL
 DL0636  ______________________________________________________________________
 DL0636* NAD 83(1986) POSITION- 33 14 45.     (N) 093 14 42.     (W)   SCALED
 DL0636* NAVD 88 ORTHO HEIGHT -    83.576 (meters)      274.20  (feet) ADJUSTED
 DL0636  ______________________________________________________________________
 DL0636  GEOID HEIGHT    -        -26.421 (meters)                     GEOID18
 DL0636  DYNAMIC HEIGHT  -         83.486 (meters)      273.90  (feet) COMP
 DL0636  MODELED GRAVITY -    979,560.1   (mgal)                       NAVD 88
 DL0636
 DL0636  VERT ORDER      -  SECOND    CLASS 0
 DL0636
 DL0636.The horizontal coordinates were scaled from a map and have
 DL0636.an estimated accuracy of +/- 6 seconds.
 DL0636
 DL0636.The orthometric height was determined by differential leveling and
 DL0636.adjusted by the NATIONAL GEODETIC SURVEY
 DL0636.in June 1991.
 DL0636
 DL0636.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0636.GEOID18 height accuracy estimate available here.
 DL0636
 DL0636.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS771785(NAD 83)
 DL0636
 DL0636                          SUPERSEDED SURVEY CONTROL
 DL0636
 DL0636  NGVD 29 (??/??/92)   83.62   (m)          274.3    (f) COMPUTED    2 0
 DL0636
 DL0636.Superseded values are not recommended for survey control.
 DL0636
 DL0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0636.See file dsdata.pdf to determine how the superseded data were derived.
 DL0636
 DL0636_MARKER: DB = BENCH MARK DISK
 DL0636_STAMPING: K 120 1934
 DL0636_MARK LOGO: CGS
 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   CGS
 DL0636  HISTORY     - 20110921 MARK NOT FOUND   ARHD
 DL0636
 DL0636                          STATION DESCRIPTION
 DL0636
 DL0636'DESCRIBED BY COAST AND 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.
 DL0636
 DL0636                          STATION RECOVERY (2011)
 DL0636
 DL0636'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (KWS)
 DL0636'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0265 ***********************************************************************
 DL0265  DESIGNATION -  K 121
 DL0265  PID         -  DL0265
 DL0265  STATE/COUNTY-  AR/UNION
 DL0265  COUNTRY     -  US
 DL0265  USGS QUAD   -  MARYSVILLE (2017)
 DL0265
 DL0265                         *CURRENT SURVEY CONTROL
 DL0265  ______________________________________________________________________
 DL0265* NAD 83(1986) POSITION- 33 13 03.     (N) 092 55 54.     (W)   SCALED
 DL0265* NAVD 88 ORTHO HEIGHT -    96.334 (meters)      316.06  (feet) ADJUSTED
 DL0265  ______________________________________________________________________
 DL0265  GEOID HEIGHT    -        -26.300 (meters)                     GEOID18
 DL0265  DYNAMIC HEIGHT  -         96.230 (meters)      315.71  (feet) COMP
 DL0265  MODELED GRAVITY -    979,561.2   (mgal)                       NAVD 88
 DL0265
 DL0265  VERT ORDER      -  SECOND    CLASS 0
 DL0265
 DL0265.The horizontal coordinates were scaled from a map and have
 DL0265.an estimated accuracy of +/- 6 seconds.
 DL0265
 DL0265.The orthometric height was determined by differential leveling and
 DL0265.adjusted by the NATIONAL GEODETIC SURVEY
 DL0265.in June 1991.
 DL0265
 DL0265.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0265.GEOID18 height accuracy estimate available here.
 DL0265
 DL0265.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS063754(NAD 83)
 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
 DL0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0265.See file dsdata.pdf to determine how the superseded data were derived.
 DL0265
 DL0265_MARKER: DB = BENCH MARK DISK
 DL0265_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DL0265_STAMPING: K 121 1934
 DL0265_MARK LOGO: CGS
 DL0265_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0265
 DL0265  HISTORY     - Date     Condition        Report By
 DL0265  HISTORY     - 1934     MONUMENTED       CGS
 DL0265  HISTORY     - 1955     MARK NOT FOUND   CGS
 DL0265  HISTORY     - 1964     MARK NOT FOUND   CGS
 DL0265  HISTORY     - 20110421 MARK NOT FOUND   ARHD
 DL0265
 DL0265                          STATION DESCRIPTION
 DL0265
 DL0265'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1964
 DL0265'MARK NOT FOUND.
 DL0265
 DL0265                          STATION RECOVERY (2011)
 DL0265
 DL0265'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (SES)
 DL0265'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0192 ***********************************************************************
 DL0192  DESIGNATION -  K 122
 DL0192  PID         -  DL0192
 DL0192  STATE/COUNTY-  AR/UNION
 DL0192  COUNTRY     -  US
 DL0192  USGS QUAD   -  HUTTIG (2017)
 DL0192
 DL0192                         *CURRENT SURVEY CONTROL
 DL0192  ______________________________________________________________________
 DL0192* NAD 83(1986) POSITION- 33 02 16.     (N) 092 10 52.     (W)   SCALED
 DL0192* NAVD 88 ORTHO HEIGHT -    29.84  (+/-2cm)       97.9   (feet) VERTCON3
 DL0192  ______________________________________________________________________
 DL0192  GEOID HEIGHT    -        -26.089 (meters)                     GEOID18
 DL0192  VERT ORDER      -  SECOND    CLASS 0 (See Below)
 DL0192
 DL0192.The horizontal coordinates were scaled from a 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
 DL0192.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0192.GEOID18 height accuracy estimate available here.
 DL0192
 DL0192.The vertical order pertains to the NGVD 29 superseded value.
 DL0192
 DL0192.Click photographs - Photos may exist for this station.
 DL0192
 DL0192;                    North         East    Units  Estimated Accuracy
 DL0192;SPC AR S     -   441,180.      383,080.      MT  (+/- 180 meters Scaled)
 DL0192
 DL0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS764557(NAD 83)
 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
 DL0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0192.See file dsdata.pdf to determine how the superseded data were derived.
 DL0192
 DL0192_MARKER: DB = BENCH MARK DISK
 DL0192_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DL0192_STAMPING: K 122 1934
 DL0192_MARK LOGO: CGS
 DL0192_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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'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 = MARCH 20, 2026 22:17:28 EDT
 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  COUNTRY     -  US
 EH1566  USGS QUAD   -  LADD (2017)
 EH1566
 EH1566                         *CURRENT SURVEY CONTROL
 EH1566  ______________________________________________________________________
 EH1566* NAD 83(2011) POSITION- 34 10 45.66857(N) 091 56 16.62202(W)   ADJUSTED
 EH1566* NAD 83(2011) ELLIP HT-    36.143 (meters)        (06/27/12)   ADJUSTED
 EH1566* NAD 83(2011) EPOCH   -  2010.00
 EH1566* NAVD 88 ORTHO HEIGHT -    62.066 (meters)      203.63  (feet) ADJUSTED
 EH1566  ______________________________________________________________________
 EH1566  GEOID HEIGHT    -        -25.943 (meters)                     GEOID18
 EH1566  NAD 83(2011) X  -   -178,626.940 (meters)                     COMP
 EH1566  NAD 83(2011) Y  - -5,279,116.392 (meters)                     COMP
 EH1566  NAD 83(2011) Z  -  3,562,942.705 (meters)                     COMP
 EH1566  LAPLACE CORR    -         -0.25  (seconds)                    DEFLEC18
 EH1566  DYNAMIC HEIGHT  -         62.006 (meters)      203.43  (feet) COMP
 EH1566  MODELED GRAVITY -    979,666.1   (mgal)                       NAVD 88
 EH1566
 EH1566  VERT ORDER      -  SECOND    CLASS I
 EH1566
 EH1566  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 EH1566  Standards:
 EH1566         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 EH1566            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 EH1566  -------------------------------------------------------------------
 EH1566  NETWORK    0.49   1.06           0.22   0.17   0.54      0.05609980
 EH1566  -------------------------------------------------------------------
 EH1566  Click here for local accuracies and other accuracy information.
 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 June 2012.
 EH1566
 EH1566.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 EH1566.been affixed to the stable North American tectonic plate. See 
 EH1566.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 EH1566
 EH1566.The horizontal coordinates are valid at the epoch date displayed above
 EH1566.which is a decimal equivalence of Year/Month/Day.
 EH1566
 EH1566.The orthometric height was determined by differential leveling and
 EH1566.adjusted by the NATIONAL GEODETIC SURVEY
 EH1566.in September 2023.
 EH1566
 EH1566.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1566.GEOID18 height accuracy estimate available here.
 EH1566
 EH1566.Click photographs - Photos may exist for this station.
 EH1566
 EH1566.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH1566
 EH1566.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH1566
 EH1566.The ellipsoidal height was determined by GPS observations
 EH1566.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 EH1566
 EH1566;                    North         East     Units Scale Factor Converg.
 EH1566;SPC AR S     -   567,777.404   405,719.900   MT  0.99992166   +0 02 05.0
 EH1566;SPC AR S     - 1,862,783.03  1,331,099.37   sFT  0.99992166   +0 02 05.0
 EH1566;UTM  15      - 3,782,552.137   597,873.439   MT  0.99971808   +0 35 48.1
 EH1566
 EH1566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH1566!SPC AR S     -   0.99999433  x   0.99992166  =   0.99991599
 EH1566!UTM  15      -   0.99999433  x   0.99971808  =   0.99971241
 EH1566
 EH1566_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT9787382552(NAD 83)
 EH1566
 EH1566                          SUPERSEDED SURVEY CONTROL
 EH1566
 EH1566  NAD 83(2007)-  34 10 45.66855(N)    091 56 16.62292(W) AD(2002.00) 0
 EH1566  ELLIP H (02/10/07)   36.169  (m)                       GP(2002.00)    
 EH1566  ELLIP H (07/20/01)   36.173  (m)                       GP(       ) 4 1
 EH1566  NAD 83(1997)-  34 10 45.66856(N)    091 56 16.62308(W) AD(       ) B
 EH1566  ELLIP H (09/19/97)   36.171  (m)                       GP(       ) 4 1
 EH1566  NAVD 88 (07/20/01)   62.11   (m)  GEOID99  model used  GPS OBS        
 EH1566  NAVD 88              62.17   (m)          204.0    (f) LEVELING    3  
 EH1566  NAVD 88 (06/15/91)   62.170  (m)          203.97   (f) SUPERSEDED  2 0
 EH1566  NGVD 29 (11/26/84)   62.256  (m)          204.25   (f) ADJUSTED    2 0
 EH1566
 EH1566.Superseded values are not recommended for survey control.
 EH1566
 EH1566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1566.See file dsdata.pdf to determine how the superseded data were derived.
 EH1566
 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 - August 11, 2014
 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  HISTORY     - 20070427 GOOD             PB
 EH1566  HISTORY     - 20101130 GOOD             ARHD
 EH1566  HISTORY     - 20120306 GOOD             JCLS
 EH1566  HISTORY     - 20140811 GOOD             JCLS
 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 DEPARTMENT OF TRANSPORTATION 2005 (VJB)
 EH1566'RECOVERED IN GOOD CONDITION.
 EH1566
 EH1566                          STATION RECOVERY (2007)
 EH1566
 EH1566'RECOVERY NOTE BY PBS&J 2007
 EH1566'RECOVERED AS DESCRIBED
 EH1566
 EH1566                          STATION RECOVERY (2010)
 EH1566
 EH1566'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2010 (VJB)
 EH1566'RECOVERED IN GOOD CONDITION.
 EH1566
 EH1566                          STATION RECOVERY (2012)
 EH1566
 EH1566'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2012 (MRY)
 EH1566'RECOVERED IN GOOD CONDITION.
 EH1566
 EH1566                          STATION RECOVERY (2014)
 EH1566
 EH1566'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2014 (MRY)
 EH1566'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0692 ***********************************************************************
 FG0692  DESIGNATION -  K 125
 FG0692  PID         -  FG0692
 FG0692  STATE/COUNTY-  AR/VAN BUREN
 FG0692  COUNTRY     -  US
 FG0692  USGS QUAD   -  REX (2017)
 FG0692
 FG0692                         *CURRENT SURVEY CONTROL
 FG0692  ______________________________________________________________________
 FG0692* NAD 83(1986) POSITION- 35 37 18.     (N) 092 39 30.     (W)   SCALED
 FG0692* NAVD 88 ORTHO HEIGHT -   458.699 (meters)     1504.92  (feet) ADJUSTED
 FG0692  ______________________________________________________________________
 FG0692  GEOID HEIGHT    -        -28.014 (meters)                     GEOID18
 FG0692  DYNAMIC HEIGHT  -        458.260 (meters)     1503.47  (feet) COMP
 FG0692  MODELED GRAVITY -    979,660.8   (mgal)                       NAVD 88
 FG0692
 FG0692  VERT ORDER      -  SECOND    CLASS 0
 FG0692
 FG0692.The horizontal coordinates were scaled from a map and have
 FG0692.an estimated accuracy of +/- 6 seconds.
 FG0692
 FG0692.The orthometric height was determined by differential leveling and
 FG0692.adjusted by the NATIONAL GEODETIC SURVEY
 FG0692.in June 1991.
 FG0692
 FG0692.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0692.GEOID18 height accuracy estimate available here.
 FG0692
 FG0692.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV309420(NAD 83)
 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
 FG0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0692.See file dsdata.pdf to determine how the superseded data were derived.
 FG0692
 FG0692_MARKER: DB = BENCH MARK DISK
 FG0692_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0692_STAMPING: K 125 1935
 FG0692_MARK LOGO: CGS
 FG0692_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0692
 FG0692  HISTORY     - Date     Condition        Report By
 FG0692  HISTORY     - 1935     MONUMENTED       CGS
 FG0692  HISTORY     - 1964     MARK NOT FOUND   CGS
 FG0692
 FG0692                          STATION DESCRIPTION
 FG0692
 FG0692'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG0950 ***********************************************************************
 FG0950  DESIGNATION -  K 126
 FG0950  PID         -  FG0950
 FG0950  STATE/COUNTY-  AR/JOHNSON
 FG0950  COUNTRY     -  US
 FG0950  USGS QUAD   -  FORT DOUGLAS (2017)
 FG0950
 FG0950                         *CURRENT SURVEY CONTROL
 FG0950  ______________________________________________________________________
 FG0950* NAD 83(1986) POSITION- 35 40 31.     (N) 093 10 14.     (W)   SCALED
 FG0950* NAVD 88 ORTHO HEIGHT -   554.383 (meters)     1818.84  (feet) ADJUSTED
 FG0950  ______________________________________________________________________
 FG0950  GEOID HEIGHT    -        -28.268 (meters)                     GEOID18
 FG0950  DYNAMIC HEIGHT  -        553.848 (meters)     1817.08  (feet) COMP
 FG0950  MODELED GRAVITY -    979,650.0   (mgal)                       NAVD 88
 FG0950
 FG0950  VERT ORDER      -  SECOND    CLASS 0
 FG0950
 FG0950.The horizontal coordinates were scaled from a map and have
 FG0950.an estimated accuracy of +/- 6 seconds.
 FG0950
 FG0950.The orthometric height was determined by differential leveling and
 FG0950.adjusted by the NATIONAL GEODETIC SURVEY
 FG0950.in June 1991.
 FG0950
 FG0950.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0950.GEOID18 height accuracy estimate available here.
 FG0950
 FG0950.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV845479(NAD 83)
 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
 FG0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0950.See file dsdata.pdf to determine how the superseded data were derived.
 FG0950
 FG0950_MARKER: DB = BENCH MARK DISK
 FG0950_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0950_STAMPING: K 126 1935
 FG0950_MARK LOGO: CGS
 FG0950_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0950
 FG0950  HISTORY     - Date     Condition        Report By
 FG0950  HISTORY     - 1935     MONUMENTED       CGS
 FG0950
 FG0950                          STATION DESCRIPTION
 FG0950
 FG0950'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG0870 ***********************************************************************
 FG0870  DESIGNATION -  K 128
 FG0870  PID         -  FG0870
 FG0870  STATE/COUNTY-  AR/JOHNSON
 FG0870  COUNTRY     -  US
 FG0870  USGS QUAD   -  FORT DOUGLAS (2017)
 FG0870
 FG0870                         *CURRENT SURVEY CONTROL
 FG0870  ______________________________________________________________________
 FG0870* NAD 83(1986) POSITION- 35 40 55.     (N) 093 14 27.     (W)   SCALED
 FG0870* NAVD 88 ORTHO HEIGHT -   231.604 (meters)      759.85  (feet) ADJUSTED
 FG0870  ______________________________________________________________________
 FG0870  GEOID HEIGHT    -        -28.317 (meters)                     GEOID18
 FG0870  DYNAMIC HEIGHT  -        231.390 (meters)      759.15  (feet) COMP
 FG0870  MODELED GRAVITY -    979,703.7   (mgal)                       NAVD 88
 FG0870
 FG0870  VERT ORDER      -  SECOND    CLASS 0
 FG0870
 FG0870.The horizontal coordinates were scaled from a map and have
 FG0870.an estimated accuracy of +/- 6 seconds.
 FG0870
 FG0870.The orthometric height was determined by differential leveling and
 FG0870.adjusted by the NATIONAL GEODETIC SURVEY
 FG0870.in June 1991.
 FG0870
 FG0870.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0870.GEOID18 height accuracy estimate available here.
 FG0870
 FG0870.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV782486(NAD 83)
 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
 FG0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0870.See file dsdata.pdf to determine how the superseded data were derived.
 FG0870
 FG0870_MARKER: DB = BENCH MARK DISK
 FG0870_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0870_STAMPING: K 128 1935
 FG0870_MARK LOGO: CGS
 FG0870_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 DK1353 ***********************************************************************
 DK1353  DESIGNATION -  K 13
 DK1353  PID         -  DK1353
 DK1353  STATE/COUNTY-  AR/ASHLEY
 DK1353  COUNTRY     -  US
 DK1353  USGS QUAD   -  PORTLAND (2017)
 DK1353
 DK1353                         *CURRENT SURVEY CONTROL
 DK1353  ______________________________________________________________________
 DK1353* NAD 83(1986) POSITION- 33 14 32.     (N) 091 30 35.     (W)   SCALED
 DK1353* NAVD 88 ORTHO HEIGHT -    38.649 (meters)      126.80  (feet) ADJUSTED
 DK1353  ______________________________________________________________________
 DK1353  GEOID HEIGHT    -        -25.920 (meters)                     GEOID18
 DK1353  DYNAMIC HEIGHT  -         38.608 (meters)      126.67  (feet) COMP
 DK1353  MODELED GRAVITY -    979,583.3   (mgal)                       NAVD 88
 DK1353
 DK1353  VERT ORDER      -  FIRST     CLASS II
 DK1353
 DK1353.The horizontal coordinates were scaled from a map and have
 DK1353.an estimated accuracy of +/- 6 seconds.
 DK1353
 DK1353.The orthometric height was determined by differential leveling and
 DK1353.adjusted by the NATIONAL GEODETIC SURVEY
 DK1353.in June 1991.
 DK1353
 DK1353.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1353.GEOID18 height accuracy estimate available here.
 DK1353
 DK1353.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS388791(NAD 83)
 DK1353
 DK1353                          SUPERSEDED SURVEY CONTROL
 DK1353
 DK1353  NGVD 29 (11/26/84)   38.755  (m)          127.15   (f) ADJUSTED    1 2
 DK1353
 DK1353.Superseded values are not recommended for survey control.
 DK1353
 DK1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1353.See file dsdata.pdf to determine how the superseded data were derived.
 DK1353
 DK1353_MARKER: DB = BENCH MARK DISK
 DK1353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1353_STAMPING: K 13 1932
 DK1353_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1224 ***********************************************************************
 EH1224  DESIGNATION -  K 13 1
 EH1224  PID         -  EH1224
 EH1224  STATE/COUNTY-  AR/MONROE
 EH1224  COUNTRY     -  US
 EH1224  USGS QUAD   -  DE VALLS BLUFF SE (2017)
 EH1224
 EH1224                         *CURRENT SURVEY CONTROL
 EH1224  ______________________________________________________________________
 EH1224* NAD 83(1986) POSITION- 34 46 51.     (N) 091 15 01.     (W)   SCALED
 EH1224* NAVD 88 ORTHO HEIGHT -    56.96  (+/-2cm)      186.9   (feet) VERTCON3
 EH1224  ______________________________________________________________________
 EH1224  GEOID HEIGHT    -        -26.835 (meters)                     GEOID18
 EH1224  VERT ORDER      -  ? (See Below)
 EH1224
 EH1224.The horizontal coordinates were scaled from a 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
 EH1224.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1224.GEOID18 height accuracy estimate available here.
 EH1224
 EH1224.The vertical order pertains to the NGVD 29 superseded value.
 EH1224
 EH1224.Click photographs - Photos may exist for this station.
 EH1224
 EH1224;                    North         East    Units  Estimated Accuracy
 EH1224;SPC AR S     -   634,750.      468,620.      MT  (+/- 180 meters Scaled)
 EH1224
 EH1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU600501(NAD 83)
 EH1224
 EH1224                          SUPERSEDED SURVEY CONTROL
 EH1224
 EH1224  NGVD 29 (11/26/84)   56.969  (m)          186.91   (f) ADJUSTED       
 EH1224
 EH1224.Superseded values are not recommended for survey control.
 EH1224
 EH1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1224.See file dsdata.pdf to determine how the superseded data were derived.
 EH1224
 EH1224_MARKER: DD = SURVEY DISK
 EH1224_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1224_MARK LOGO: USACE
 EH1224_PROJECTION: FLUSH
 EH1224_MAGNETIC: P = MARKER IS A STEEL PIPE
 EH1224_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1224
 EH1224  HISTORY     - Date     Condition        Report By
 EH1224  HISTORY     - UNK      MONUMENTED       USACE
 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.  SOUTH OF STATION AT CROSSING, 12 FEET SOUTH OF CENTER-LINE
 EH1224'OF GRAVEL ROAD, 12 FEET WEST OF CENTERLINE OF ST. LOUIS AND
 EH1224'SOUTHWESTERN RAILROAD TRACK, FLUSH WITH GROUND SURFACE.
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2938 ***********************************************************************
 EH2938  DESIGNATION -  K 13 15
 EH2938  PID         -  EH2938
 EH2938  STATE/COUNTY-  AR/PRAIRIE
 EH2938  COUNTRY     -  US
 EH2938  USGS QUAD   -  DES ARC EAST (2017)
 EH2938
 EH2938                         *CURRENT SURVEY CONTROL
 EH2938  ______________________________________________________________________
 EH2938* NAD 83(1997) POSITION- 34 57 25.97065(N) 091 26 17.54731(W)   ADJUSTED
 EH2938* NAVD 88 ORTHO HEIGHT -    57.96  (+/-2cm)      190.2   (feet) VERTCON3
 EH2938  ______________________________________________________________________
 EH2938  GEOID HEIGHT    -        -27.137 (meters)                     GEOID18
 EH2938  LAPLACE CORR    -          0.76  (seconds)                    DEFLEC18
 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
 EH2938.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2938.GEOID18 height accuracy estimate available here.
 EH2938
 EH2938.The vertical order pertains to the NGVD 29 superseded value.
 EH2938
 EH2938.Click photographs - Photos may exist for this station.
 EH2938
 EH2938.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2938
 EH2938. The following values were computed from the NAD 83(1997) position.
 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;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     -   0.99999516  x   1.00004806  =   1.00004322
 EH2938!UTM  15      -   0.99999516  x   0.99985061  =   0.99984577
 EH2938
 EH2938_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU4259669411(NAD 83)
 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              57.95   (m)          190.1    (f) LEVELING    3  
 EH2938
 EH2938.Superseded values are not recommended for survey control.
 EH2938
 EH2938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2938.See file dsdata.pdf to determine how the superseded data were derived.
 EH2938
 EH2938_MARKER: DD = SURVEY DISK
 EH2938_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EH2938_STAMPING: K-13-15
 EH2938_MARK LOGO: USACE
 EH2938_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH2938
 EH2938  HISTORY     - Date     Condition        Report By
 EH2938  HISTORY     - 1954     MONUMENTED       USACE
 EH2938
 EH2938                          STATION DESCRIPTION
 EH2938
 EH2938'DESCRIBED BY US ARMY CORPS OF 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 = MARCH 20, 2026 22:17:28 EDT
 GF0150 ***********************************************************************
 GF0150  DESIGNATION -  K 130
 GF0150  PID         -  GF0150
 GF0150  STATE/COUNTY-  AR/NEWTON
 GF0150  COUNTRY     -  US
 GF0150  USGS QUAD   -  WESTERN GROVE (2017)
 GF0150
 GF0150                         *CURRENT SURVEY CONTROL
 GF0150  ______________________________________________________________________
 GF0150* NAD 83(1986) POSITION- 36 06 02.     (N) 092 57 12.     (W)   SCALED
 GF0150* NAVD 88 ORTHO HEIGHT -   328.807 (meters)     1078.76  (feet) ADJUSTED
 GF0150  ______________________________________________________________________
 GF0150  GEOID HEIGHT    -        -28.324 (meters)                     GEOID18
 GF0150  DYNAMIC HEIGHT  -        328.509 (meters)     1077.78  (feet) COMP
 GF0150  MODELED GRAVITY -    979,717.2   (mgal)                       NAVD 88
 GF0150
 GF0150  VERT ORDER      -  SECOND    CLASS 0
 GF0150
 GF0150.The horizontal coordinates were scaled from a map and have
 GF0150.an estimated accuracy of +/- 6 seconds.
 GF0150
 GF0150.The orthometric height was determined by differential leveling and
 GF0150.adjusted by the NATIONAL GEODETIC SURVEY
 GF0150.in June 1991.
 GF0150
 GF0150.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0150.GEOID18 height accuracy estimate available here.
 GF0150
 GF0150.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV042951(NAD 83)
 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
 GF0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0150.See file dsdata.pdf to determine how the superseded data were derived.
 GF0150
 GF0150_MARKER: DB = BENCH MARK DISK
 GF0150_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GF0150_STAMPING: K 130 1935
 GF0150_MARK LOGO: CGS
 GF0150_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1448 ***********************************************************************
 EJ1448  DESIGNATION -  K 131
 EJ1448  PID         -  EJ1448
 EJ1448  STATE/COUNTY-  AR/MONTGOMERY
 EJ1448  COUNTRY     -  US
 EJ1448  USGS QUAD   -  POLK CREEK MOUNTAIN (2017)
 EJ1448
 EJ1448                         *CURRENT SURVEY CONTROL
 EJ1448  ______________________________________________________________________
 EJ1448* NAD 83(1986) POSITION- 34 27 25.     (N) 093 50 41.     (W)   SCALED
 EJ1448* NAVD 88 ORTHO HEIGHT -   301.173 (meters)      988.10  (feet) ADJUSTED
 EJ1448  ______________________________________________________________________
 EJ1448  GEOID HEIGHT    -        -28.485 (meters)                     GEOID18
 EJ1448  DYNAMIC HEIGHT  -        300.861 (meters)      987.07  (feet) COMP
 EJ1448  MODELED GRAVITY -    979,589.8   (mgal)                       NAVD 88
 EJ1448
 EJ1448  VERT ORDER      -  SECOND    CLASS 0
 EJ1448
 EJ1448.The horizontal coordinates were scaled from a map and have
 EJ1448.an estimated accuracy of +/- 6 seconds.
 EJ1448
 EJ1448.The orthometric height was determined by differential leveling and
 EJ1448.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1448.in June 1991.
 EJ1448
 EJ1448.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1448.GEOID18 height accuracy estimate available here.
 EJ1448
 EJ1448.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU224131(NAD 83)
 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
 EJ1448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1448.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1448
 EJ1448_MARKER: DB = BENCH MARK DISK
 EJ1448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1448_STAMPING: K 131 1935
 EJ1448_MARK LOGO: CGS
 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             CGS
 EJ1448  HISTORY     - 1978     MARK NOT FOUND   USGS
 EJ1448
 EJ1448                          STATION DESCRIPTION
 EJ1448
 EJ1448'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EK0262 ***********************************************************************
 EK0262  DESIGNATION -  K 132
 EK0262  PID         -  EK0262
 EK0262  STATE/COUNTY-  AR/POLK
 EK0262  COUNTRY     -  US
 EK0262  USGS QUAD   -  UMPIRE (2017)
 EK0262
 EK0262                         *CURRENT SURVEY CONTROL
 EK0262  ______________________________________________________________________
 EK0262* NAD 83(1986) POSITION- 34 21 11.     (N) 094 01 21.     (W)   SCALED
 EK0262* NAVD 88 ORTHO HEIGHT -   357.413 (meters)     1172.61  (feet) ADJUSTED
 EK0262  ______________________________________________________________________
 EK0262  GEOID HEIGHT    -        -28.366 (meters)                     GEOID18
 EK0262  DYNAMIC HEIGHT  -        357.042 (meters)     1171.40  (feet) COMP
 EK0262  MODELED GRAVITY -    979,587.3   (mgal)                       NAVD 88
 EK0262
 EK0262  VERT ORDER      -  SECOND    CLASS 0
 EK0262
 EK0262.The horizontal coordinates were scaled from a map and have
 EK0262.an estimated accuracy of +/- 6 seconds.
 EK0262
 EK0262.The orthometric height was determined by differential leveling and
 EK0262.adjusted by the NATIONAL GEODETIC SURVEY
 EK0262.in June 1991.
 EK0262
 EK0262.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0262.GEOID18 height accuracy estimate available here.
 EK0262
 EK0262.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU059017(NAD 83)
 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
 EK0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0262.See file dsdata.pdf to determine how the superseded data were derived.
 EK0262
 EK0262_MARKER: DB = BENCH MARK DISK
 EK0262_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EK0262_STAMPING: K 132 1935
 EK0262_MARK LOGO: CGS
 EK0262_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0262
 EK0262  HISTORY     - Date     Condition        Report By
 EK0262  HISTORY     - 1935     MONUMENTED       CGS
 EK0262  HISTORY     - 1961     GOOD             CGS
 EK0262
 EK0262                          STATION DESCRIPTION
 EK0262
 EK0262'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1520 ***********************************************************************
 EJ1520  DESIGNATION -  K 133
 EJ1520  PID         -  EJ1520
 EJ1520  STATE/COUNTY-  AR/POLK
 EJ1520  COUNTRY     -  US
 EJ1520  USGS QUAD   -  PINE RIDGE (2017)
 EJ1520
 EJ1520                         *CURRENT SURVEY CONTROL
 EJ1520  ______________________________________________________________________
 EJ1520* NAD 83(1986) POSITION- 34 31 37.     (N) 093 58 49.     (W)   SCALED
 EJ1520* NAVD 88 ORTHO HEIGHT -   291.083 (meters)      954.99  (feet) ADJUSTED
 EJ1520  ______________________________________________________________________
 EJ1520  GEOID HEIGHT    -        -29.174 (meters)                     GEOID18
 EJ1520  DYNAMIC HEIGHT  -        290.778 (meters)      953.99  (feet) COMP
 EJ1520  MODELED GRAVITY -    979,580.9   (mgal)                       NAVD 88
 EJ1520
 EJ1520  VERT ORDER      -  SECOND    CLASS 0
 EJ1520
 EJ1520.The horizontal coordinates were scaled from a map and have
 EJ1520.an estimated accuracy of +/- 6 seconds.
 EJ1520
 EJ1520.The orthometric height was determined by differential leveling and
 EJ1520.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1520.in June 1991.
 EJ1520
 EJ1520.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1520.GEOID18 height accuracy estimate available here.
 EJ1520
 EJ1520.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU100210(NAD 83)
 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
 EJ1520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1520.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1520
 EJ1520_MARKER: DB = BENCH MARK DISK
 EJ1520_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ1520_STAMPING: K 133 1935
 EJ1520_MARK LOGO: CGS
 EJ1520_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1520
 EJ1520  HISTORY     - Date     Condition        Report By
 EJ1520  HISTORY     - 1935     MONUMENTED       CGS
 EJ1520  HISTORY     - 1961     GOOD             CGS
 EJ1520
 EJ1520                          STATION DESCRIPTION
 EJ1520
 EJ1520'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EK0064 ***********************************************************************
 EK0064  DESIGNATION -  K 134
 EK0064  PID         -  EK0064
 EK0064  STATE/COUNTY-  AR/POLK
 EK0064  COUNTRY     -  US
 EK0064  USGS QUAD   -  BOARD CAMP (2017)
 EK0064
 EK0064                         *CURRENT SURVEY CONTROL
 EK0064  ______________________________________________________________________
 EK0064* NAD 83(1986) POSITION- 34 35 04.     (N) 094 05 18.     (W)   SCALED
 EK0064* NAVD 88 ORTHO HEIGHT -   288.940 (meters)      947.96  (feet) ADJUSTED
 EK0064  ______________________________________________________________________
 EK0064  GEOID HEIGHT    -        -29.769 (meters)                     GEOID18
 EK0064  DYNAMIC HEIGHT  -        288.633 (meters)      946.96  (feet) COMP
 EK0064  MODELED GRAVITY -    979,566.0   (mgal)                       NAVD 88
 EK0064
 EK0064  VERT ORDER      -  SECOND    CLASS 0
 EK0064
 EK0064.The horizontal coordinates were scaled from a map and have
 EK0064.an estimated accuracy of +/- 6 seconds.
 EK0064
 EK0064.The orthometric height was determined by differential leveling and
 EK0064.adjusted by the NATIONAL GEODETIC SURVEY
 EK0064.in June 1991.
 EK0064
 EK0064.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0064.GEOID18 height accuracy estimate available here.
 EK0064
 EK0064.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU001274(NAD 83)
 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
 EK0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0064.See file dsdata.pdf to determine how the superseded data were derived.
 EK0064
 EK0064_MARKER: DB = BENCH MARK DISK
 EK0064_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EK0064_STAMPING: K 134 1935
 EK0064_MARK LOGO: CGS
 EK0064_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0064
 EK0064  HISTORY     - Date     Condition        Report By
 EK0064  HISTORY     - 1935     MONUMENTED       CGS
 EK0064  HISTORY     - 1961     GOOD             CGS
 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 COAST AND GEODETIC SURVEY 1961
 EK0064'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1464 ***********************************************************************
 EJ1464  DESIGNATION -  K 135
 EJ1464  PID         -  EJ1464
 EJ1464  STATE/COUNTY-  AR/POLK
 EJ1464  COUNTRY     -  US
 EJ1464  USGS QUAD   -  BIG FORK (2017)
 EJ1464
 EJ1464                         *CURRENT SURVEY CONTROL
 EJ1464  ______________________________________________________________________
 EJ1464* NAD 83(1986) POSITION- 34 28 05.87   (N) 093 57 21.84   (W)   HD_HELD1
 EJ1464* NAVD 88 ORTHO HEIGHT -   335.862 (meters)     1101.91  (feet) ADJUSTED
 EJ1464  ______________________________________________________________________
 EJ1464  GEOID HEIGHT    -        -28.758 (meters)                     GEOID18
 EJ1464  DYNAMIC HEIGHT  -        335.506 (meters)     1100.74  (feet) COMP
 EJ1464  MODELED GRAVITY -    979,568.1   (mgal)                       NAVD 88
 EJ1464
 EJ1464  VERT ORDER      -  SECOND    CLASS 0
 EJ1464
 EJ1464.The horizontal coordinates were determined by differentially corrected
 EJ1464.hand held GPS observations or other comparable positioning techniques
 EJ1464.and have an estimated accuracy of +/- 3 meters.
 EJ1464
 EJ1464.The orthometric height was determined by differential leveling and
 EJ1464.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1464.in June 1991.
 EJ1464
 EJ1464.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1464.GEOID18 height accuracy estimate available here.
 EJ1464
 EJ1464.Click photographs - Photos may exist for this station.
 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     -   601,542.5     220,307.3     MT  (+/- 3 meters HH1 GPS) 
 EJ1464
 EJ1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU1219514496(NAD 83)
 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
 EJ1464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1464.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1464
 EJ1464_MARKER: DB = BENCH MARK DISK
 EJ1464_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ1464_STAMPING: K 135 1935
 EJ1464_MARK LOGO: CGS
 EJ1464_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1464
 EJ1464  HISTORY     - Date     Condition        Report By
 EJ1464  HISTORY     - 1935     MONUMENTED       CGS
 EJ1464  HISTORY     - 1961     MARK NOT FOUND   CGS
 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 COAST AND GEODETIC SURVEY 1961
 EJ1464'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1166 ***********************************************************************
 EJ1166  DESIGNATION -  K 136
 EJ1166  PID         -  EJ1166
 EJ1166  STATE/COUNTY-  AR/CLARK
 EJ1166  COUNTRY     -  US
 EJ1166  USGS QUAD   -  CHALYBEATE MOUNTAIN WEST (2017)
 EJ1166
 EJ1166                         *CURRENT SURVEY CONTROL
 EJ1166  ______________________________________________________________________
 EJ1166* NAD 83(1986) POSITION- 34 14 41.     (N) 093 24 28.     (W)   SCALED
 EJ1166* NAVD 88 ORTHO HEIGHT -   181.671 (meters)      596.03  (feet) ADJUSTED
 EJ1166  ______________________________________________________________________
 EJ1166  GEOID HEIGHT    -        -27.390 (meters)                     GEOID18
 EJ1166  DYNAMIC HEIGHT  -        181.487 (meters)      595.43  (feet) COMP
 EJ1166  MODELED GRAVITY -    979,617.3   (mgal)                       NAVD 88
 EJ1166
 EJ1166  VERT ORDER      -  SECOND    CLASS 0
 EJ1166
 EJ1166.The horizontal coordinates were scaled from a map and have
 EJ1166.an estimated accuracy of +/- 6 seconds.
 EJ1166
 EJ1166.The orthometric height was determined by differential leveling and
 EJ1166.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1166.in June 1991.
 EJ1166
 EJ1166.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1166.GEOID18 height accuracy estimate available here.
 EJ1166
 EJ1166.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT624893(NAD 83)
 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
 EJ1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1166.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1166
 EJ1166_MARKER: DB = BENCH MARK DISK
 EJ1166_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ1166_STAMPING: K 136 1935
 EJ1166_MARK LOGO: CGS
 EJ1166_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1131 ***********************************************************************
 EJ1131  DESIGNATION -  K 137
 EJ1131  PID         -  EJ1131
 EJ1131  STATE/COUNTY-  AR/HOT SPRING
 EJ1131  COUNTRY     -  US
 EJ1131  USGS QUAD   -  BISMARCK (2017)
 EJ1131
 EJ1131                         *CURRENT SURVEY CONTROL
 EJ1131  ______________________________________________________________________
 EJ1131* NAD 83(1986) POSITION- 34 19 14.     (N) 093 12 20.     (W)   SCALED
 EJ1131* NAVD 88 ORTHO HEIGHT -   147.627 (meters)      484.34  (feet) ADJUSTED
 EJ1131  ______________________________________________________________________
 EJ1131  GEOID HEIGHT    -        -27.216 (meters)                     GEOID18
 EJ1131  DYNAMIC HEIGHT  -        147.479 (meters)      483.85  (feet) COMP
 EJ1131  MODELED GRAVITY -    979,632.1   (mgal)                       NAVD 88
 EJ1131
 EJ1131  VERT ORDER      -  SECOND    CLASS 0
 EJ1131
 EJ1131.The horizontal coordinates were scaled from a map and have
 EJ1131.an estimated accuracy of +/- 6 seconds.
 EJ1131
 EJ1131.The orthometric height was determined by differential leveling and
 EJ1131.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1131.in June 1991.
 EJ1131
 EJ1131.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1131.GEOID18 height accuracy estimate available here.
 EJ1131
 EJ1131.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT810977(NAD 83)
 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
 EJ1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1131.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1131
 EJ1131_MARKER: DB = BENCH MARK DISK
 EJ1131_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ1131_STAMPING: K 137 1935
 EJ1131_MARK LOGO: CGS
 EJ1131_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1203 ***********************************************************************
 EJ1203  DESIGNATION -  K 138
 EJ1203  PID         -  EJ1203
 EJ1203  STATE/COUNTY-  AR/CLARK
 EJ1203  COUNTRY     -  US
 EJ1203  USGS QUAD   -  DE GRAY (2017)
 EJ1203
 EJ1203                         *CURRENT SURVEY CONTROL
 EJ1203  ______________________________________________________________________
 EJ1203* NAD 83(1986) POSITION- 34 12 56.95   (N) 093 14 01.14   (W)   HD_HELD1
 EJ1203* NAVD 88 ORTHO HEIGHT -   205.467 (meters)      674.10  (feet) ADJUSTED
 EJ1203  ______________________________________________________________________
 EJ1203  GEOID HEIGHT    -        -27.094 (meters)                     GEOID18
 EJ1203  DYNAMIC HEIGHT  -        205.259 (meters)      673.42  (feet) COMP
 EJ1203  MODELED GRAVITY -    979,621.0   (mgal)                       NAVD 88
 EJ1203
 EJ1203  VERT ORDER      -  SECOND    CLASS 0
 EJ1203
 EJ1203.The horizontal coordinates were determined by differentially corrected
 EJ1203.hand held GPS observations or other comparable positioning techniques
 EJ1203.and have an estimated accuracy of +/- 3 meters.
 EJ1203
 EJ1203.The orthometric height was determined by differential leveling and
 EJ1203.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1203.in June 1991.
 EJ1203
 EJ1203.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1203.GEOID18 height accuracy estimate available here.
 EJ1203
 EJ1203.Click photographs - Photos may exist for this station.
 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     -   572,505.4     286,330.0     MT  (+/- 3 meters HH1 GPS) 
 EJ1203
 EJ1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT7847786110(NAD 83)
 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
 EJ1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1203.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1203
 EJ1203_MARKER: DB = BENCH MARK DISK
 EJ1203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1203_STAMPING: K 138 1935
 EJ1203_MARK LOGO: CGS
 EJ1203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1203+STABILITY: SURFACE MOTION
 EJ1203_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EJ1203+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2011
 EJ1203
 EJ1203  HISTORY     - Date     Condition        Report By
 EJ1203  HISTORY     - 1935     MONUMENTED       CGS
 EJ1203  HISTORY     - 20110818 GOOD             BFENG
 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.
 EJ1203
 EJ1203                          STATION RECOVERY (2011)
 EJ1203
 EJ1203'RECOVERY NOTE BY B AND F ENGINEERING 2011 (TJS)
 EJ1203'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH2379 ***********************************************************************
 EH2379  DESIGNATION -  K 14
 EH2379  PID         -  EH2379
 EH2379  STATE/COUNTY-  AR/PRAIRIE
 EH2379  COUNTRY     -  US
 EH2379  USGS QUAD   -  SLOVAK (2017)
 EH2379
 EH2379                         *CURRENT SURVEY CONTROL
 EH2379  ______________________________________________________________________
 EH2379* NAD 83(1986) POSITION- 34 44 41.     (N) 091 35 08.     (W)   SCALED
 EH2379* NAVD 88 ORTHO HEIGHT -    68.445 (meters)      224.56  (feet) ADJUSTED
 EH2379  ______________________________________________________________________
 EH2379  GEOID HEIGHT    -        -26.892 (meters)                     GEOID18
 EH2379  DYNAMIC HEIGHT  -         68.380 (meters)      224.34  (feet) COMP
 EH2379  MODELED GRAVITY -    979,691.1   (mgal)                       NAVD 88
 EH2379
 EH2379  VERT ORDER      -  FIRST     CLASS II
 EH2379
 EH2379.The horizontal coordinates were scaled from a map and have
 EH2379.an estimated accuracy of +/- 6 seconds.
 EH2379
 EH2379.The orthometric height was determined by differential leveling and
 EH2379.adjusted by the NATIONAL GEODETIC SURVEY
 EH2379.in June 1991.
 EH2379
 EH2379.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2379.GEOID18 height accuracy estimate available here.
 EH2379
 EH2379.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU294456(NAD 83)
 EH2379
 EH2379                          SUPERSEDED SURVEY CONTROL
 EH2379
 EH2379  NGVD 29 (11/26/84)   68.462  (m)          224.61   (f) ADJUSTED    1 2
 EH2379
 EH2379.Superseded values are not recommended for survey control.
 EH2379
 EH2379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2379.See file dsdata.pdf to determine how the superseded data were derived.
 EH2379
 EH2379_MARKER: DB = BENCH MARK DISK
 EH2379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2379_STAMPING: K 14 1932 224.491
 EH2379_MARK LOGO: CGS
 EH2379_PROJECTION: PROJECTING 3 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1054 ***********************************************************************
 EH1054  DESIGNATION -  K 14 6
 EH1054  PID         -  EH1054
 EH1054  STATE/COUNTY-  AR/MONROE
 EH1054  COUNTRY     -  US
 EH1054  USGS QUAD   -  CLARENDON (2017)
 EH1054
 EH1054                         *CURRENT SURVEY CONTROL
 EH1054  ______________________________________________________________________
 EH1054* NAD 83(1986) POSITION- 34 40 43.     (N) 091 16 42.     (W)   SCALED
 EH1054* NAVD 88 ORTHO HEIGHT -    54.347 (meters)      178.30  (feet) ADJUSTED
 EH1054  ______________________________________________________________________
 EH1054  GEOID HEIGHT    -        -26.791 (meters)                     GEOID18
 EH1054  DYNAMIC HEIGHT  -         54.295 (meters)      178.13  (feet) COMP
 EH1054  MODELED GRAVITY -    979,693.3   (mgal)                       NAVD 88
 EH1054
 EH1054  VERT ORDER      -  FIRST     CLASS II
 EH1054
 EH1054.The horizontal coordinates were scaled from a map and have
 EH1054.an estimated accuracy of +/- 6 seconds.
 EH1054
 EH1054.The orthometric height was determined by differential leveling and
 EH1054.adjusted by the NATIONAL GEODETIC SURVEY
 EH1054.in June 1991.
 EH1054
 EH1054.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1054.GEOID18 height accuracy estimate available here.
 EH1054
 EH1054.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU577387(NAD 83)
 EH1054
 EH1054                          SUPERSEDED SURVEY CONTROL
 EH1054
 EH1054  NGVD 29 (11/26/84)   54.366  (m)          178.37   (f) ADJUSTED    1 2
 EH1054
 EH1054.Superseded values are not recommended for survey control.
 EH1054
 EH1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1054.See file dsdata.pdf to determine how the superseded data were derived.
 EH1054
 EH1054_MARKER: DD = SURVEY DISK
 EH1054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1054_STAMPING: BM K-14-6
 EH1054_MARK LOGO: USACE
 EH1054_PROJECTION: PROJECTING 8 CENTIMETERS
 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       USACE
 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'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
 EH1054                          STATION RECOVERY (1966)
 EH1054
 EH1054'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 EH1054'THE RR HAS BEEN DISMANTLED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1060 ***********************************************************************
 EH1060  DESIGNATION -  K 14 7
 EH1060  PID         -  EH1060
 EH1060  STATE/COUNTY-  AR/MONROE
 EH1060  COUNTRY     -  US
 EH1060  USGS QUAD   -  CLARENDON (2017)
 EH1060
 EH1060                         *CURRENT SURVEY CONTROL
 EH1060  ______________________________________________________________________
 EH1060* NAD 83(1986) POSITION- 34 38 34.     (N) 091 15 43.     (W)   SCALED
 EH1060* NAVD 88 ORTHO HEIGHT -    53.726 (meters)      176.27  (feet) ADJUSTED
 EH1060  ______________________________________________________________________
 EH1060  GEOID HEIGHT    -        -26.777 (meters)                     GEOID18
 EH1060  DYNAMIC HEIGHT  -         53.675 (meters)      176.10  (feet) COMP
 EH1060  MODELED GRAVITY -    979,690.1   (mgal)                       NAVD 88
 EH1060
 EH1060  VERT ORDER      -  FIRST     CLASS II
 EH1060
 EH1060.The horizontal coordinates were scaled from a map and have
 EH1060.an estimated accuracy of +/- 6 seconds.
 EH1060
 EH1060.The orthometric height was determined by differential leveling and
 EH1060.adjusted by the NATIONAL GEODETIC SURVEY
 EH1060.in June 1991.
 EH1060
 EH1060.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1060.GEOID18 height accuracy estimate available here.
 EH1060
 EH1060.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU592348(NAD 83)
 EH1060
 EH1060                          SUPERSEDED SURVEY CONTROL
 EH1060
 EH1060  NGVD 29 (11/26/84)   53.747  (m)          176.33   (f) ADJUSTED    1 2
 EH1060
 EH1060.Superseded values are not recommended for survey control.
 EH1060
 EH1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1060.See file dsdata.pdf to determine how the superseded data were derived.
 EH1060
 EH1060_MARKER: DD = SURVEY DISK
 EH1060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1060_STAMPING: BM K-14-7
 EH1060_MARK LOGO: USACE
 EH1060_PROJECTION: FLUSH
 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       USACE
 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'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 = MARCH 20, 2026 22:17:28 EDT
 FH0104 ***********************************************************************
 FH0104  DESIGNATION -  K 141
 FH0104  PID         -  FH0104
 FH0104  STATE/COUNTY-  AR/CRAWFORD
 FH0104  COUNTRY     -  US
 FH0104  USGS QUAD   -  FERN (2017)
 FH0104
 FH0104                         *CURRENT SURVEY CONTROL
 FH0104  ______________________________________________________________________
 FH0104* NAD 83(1986) POSITION- 35 38 49.     (N) 094 04 43.     (W)   SCALED
 FH0104* NAVD 88 ORTHO HEIGHT -   536.143 (meters)     1759.00  (feet) ADJUSTED
 FH0104  ______________________________________________________________________
 FH0104  GEOID HEIGHT    -        -28.667 (meters)                     GEOID18
 FH0104  DYNAMIC HEIGHT  -        535.634 (meters)     1757.33  (feet) COMP
 FH0104  MODELED GRAVITY -    979,666.3   (mgal)                       NAVD 88
 FH0104
 FH0104  VERT ORDER      -  SECOND    CLASS 0
 FH0104
 FH0104.The horizontal coordinates were scaled from a map and have
 FH0104.an estimated accuracy of +/- 6 seconds.
 FH0104
 FH0104.The orthometric height was determined by differential leveling and
 FH0104.adjusted by the NATIONAL GEODETIC SURVEY
 FH0104.in June 1991.
 FH0104
 FH0104.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0104.GEOID18 height accuracy estimate available here.
 FH0104
 FH0104.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV023453(NAD 83)
 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
 FH0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0104.See file dsdata.pdf to determine how the superseded data were derived.
 FH0104
 FH0104_MARKER: DB = BENCH MARK DISK
 FH0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0104_STAMPING: K 141 1935
 FH0104_MARK LOGO: CGS
 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   CGS
 FH0104  HISTORY     - 1968     MARK NOT FOUND   USGS
 FH0104
 FH0104                          STATION DESCRIPTION
 FH0104
 FH0104'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FH0112 ***********************************************************************
 FH0112  DESIGNATION -  K 142
 FH0112  PID         -  FH0112
 FH0112  STATE/COUNTY-  AR/CRAWFORD
 FH0112  COUNTRY     -  US
 FH0112  USGS QUAD   -  FERN (2017)
 FH0112
 FH0112                         *CURRENT SURVEY CONTROL
 FH0112  ______________________________________________________________________
 FH0112* NAD 83(1986) POSITION- 35 42 18.0    (N) 094 01 36.0    (W)   HD_HELD2
 FH0112* NAVD 88 ORTHO HEIGHT -   352.487 (meters)     1156.45  (feet) ADJUSTED
 FH0112  ______________________________________________________________________
 FH0112  GEOID HEIGHT    -        -28.425 (meters)                     GEOID18
 FH0112  DYNAMIC HEIGHT  -        352.148 (meters)     1155.34  (feet) COMP
 FH0112  MODELED GRAVITY -    979,663.3   (mgal)                       NAVD 88
 FH0112
 FH0112  VERT ORDER      -  SECOND    CLASS 0
 FH0112
 FH0112.The horizontal coordinates were established by autonomous hand held GPS
 FH0112.observations and have an estimated accuracy of +/- 10 meters.
 FH0112
 FH0112.The orthometric height was determined by differential leveling and
 FH0112.adjusted by the NATIONAL GEODETIC SURVEY
 FH0112.in June 1991.
 FH0112
 FH0112.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0112.GEOID18 height accuracy estimate available here.
 FH0112
 FH0112.Click photographs - Photos may exist for this station.
 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     -   154,063.      216,614.      MT  (+/- 10 meters HH2 GPS)
 FH0112
 FH0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV0712351715(NAD 83)
 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
 FH0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0112.See file dsdata.pdf to determine how the superseded data were derived.
 FH0112
 FH0112_MARKER: DB = BENCH MARK DISK
 FH0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0112_STAMPING: K 142 1935
 FH0112_MARK LOGO: CGS
 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             CGS
 FH0112
 FH0112                          STATION DESCRIPTION
 FH0112
 FH0112'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG1376 ***********************************************************************
 FG1376  DESIGNATION -  K 143
 FG1376  PID         -  FG1376
 FG1376  STATE/COUNTY-  AR/MADISON
 FG1376  COUNTRY     -  US
 FG1376  USGS QUAD   -  DELANEY (2017)
 FG1376
 FG1376                         *CURRENT SURVEY CONTROL
 FG1376  ______________________________________________________________________
 FG1376* NAD 83(1986) POSITION- 35 48 25.83   (N) 093 56 47.97   (W)   HD_HELD1
 FG1376* NAVD 88 ORTHO HEIGHT -   699.901 (meters)     2296.26  (feet) ADJUSTED
 FG1376  ______________________________________________________________________
 FG1376  GEOID HEIGHT    -        -28.077 (meters)                     GEOID18
 FG1376  DYNAMIC HEIGHT  -        699.222 (meters)     2294.03  (feet) COMP
 FG1376  MODELED GRAVITY -    979,638.4   (mgal)                       NAVD 88
 FG1376
 FG1376  VERT ORDER      -  SECOND    CLASS 0
 FG1376
 FG1376.The horizontal coordinates were determined by differentially corrected
 FG1376.hand held GPS observations or other comparable positioning techniques
 FG1376.and have an estimated accuracy of +/- 3 meters.
 FG1376
 FG1376.The orthometric height was determined by differential leveling and
 FG1376.adjusted by the NATIONAL GEODETIC SURVEY
 FG1376.in June 1991.
 FG1376
 FG1376.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1376.GEOID18 height accuracy estimate available here.
 FG1376
 FG1376.Click photographs - Photos may exist for this station.
 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     -   165,250.4     224,077.2     MT  (+/- 3 meters HH1 GPS) 
 FG1376
 FG1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV1447162975(NAD 83)
 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
 FG1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1376.See file dsdata.pdf to determine how the superseded data were derived.
 FG1376
 FG1376_MARKER: DB = BENCH MARK DISK
 FG1376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1376_STAMPING: K 143 1935
 FG1376_MARK LOGO: CGS
 FG1376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1376+STABILITY: SURFACE MOTION
 FG1376_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG1376+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2009
 FG1376
 FG1376  HISTORY     - Date     Condition        Report By
 FG1376  HISTORY     - 1935     MONUMENTED       CGS
 FG1376  HISTORY     - 1960     GOOD             CGS
 FG1376  HISTORY     - 20090428 GOOD             ARHD
 FG1376
 FG1376                          STATION DESCRIPTION
 FG1376
 FG1376'DESCRIBED BY COAST AND 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.
 FG1376
 FG1376                          STATION RECOVERY (2009)
 FG1376
 FG1376'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2009 (VJB)
 FG1376'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS 16 AND 295 IN THE
 FG1376'TOWN OF CROSSES AR, SOUTHEAST OF FAYETTEVILLE, AR. GO SOUTH ON HIGHWAY
 FG1376'295 FOR 5.10 MILES TO THE END OF THE PAVEMENT. TURN LEFT ON COUNTY
 FG1376'ROAD 4033 AND GO 0.60 MILES TO THE STATION ON THE RIGHT IN A 90 DEGREE
 FG1376'CURVE NEAR A DRIVEWAY AND CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0508 ***********************************************************************
 GF0508  DESIGNATION -  K 145
 GF0508  PID         -  GF0508
 GF0508  STATE/COUNTY-  AR/MADISON
 GF0508  COUNTRY     -  US
 GF0508  USGS QUAD   -  KINGSTON (2017)
 GF0508
 GF0508                         *CURRENT SURVEY CONTROL
 GF0508  ______________________________________________________________________
 GF0508* NAD 83(1986) POSITION- 36 03 04.4    (N) 093 31 06.4    (W)   HD_HELD2
 GF0508* NAVD 88 ORTHO HEIGHT -   411.966 (meters)     1351.59  (feet) ADJUSTED
 GF0508  ______________________________________________________________________
 GF0508  GEOID HEIGHT    -        -27.952 (meters)                     GEOID18
 GF0508  DYNAMIC HEIGHT  -        411.588 (meters)     1350.35  (feet) COMP
 GF0508  MODELED GRAVITY -    979,703.4   (mgal)                       NAVD 88
 GF0508
 GF0508  VERT ORDER      -  SECOND    CLASS 0
 GF0508
 GF0508.The horizontal coordinates were established by autonomous hand held GPS
 GF0508.observations and have an estimated accuracy of +/- 10 meters.
 GF0508
 GF0508.The orthometric height was determined by differential leveling and
 GF0508.adjusted by the NATIONAL GEODETIC SURVEY
 GF0508.in June 1991.
 GF0508
 GF0508.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0508.GEOID18 height accuracy estimate available here.
 GF0508
 GF0508.Click photographs - Photos may exist for this station.
 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     -   191,644.      263,190.      MT  (+/- 10 meters HH2 GPS)
 GF0508
 GF0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV5330389754(NAD 83)
 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
 GF0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0508.See file dsdata.pdf to determine how the superseded data were derived.
 GF0508
 GF0508_MARKER: DB = BENCH MARK DISK
 GF0508_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GF0508_SP_SET: BRIDGE
 GF0508_STAMPING: K 145 1935
 GF0508_MARK LOGO: CGS
 GF0508_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GF0508_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GF0508+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2025
 GF0508
 GF0508  HISTORY     - Date     Condition        Report By
 GF0508  HISTORY     - 1935     MONUMENTED       CGS
 GF0508  HISTORY     - 1935     GOOD             CGS
 GF0508  HISTORY     - 1987     GOOD             USPSQD
 GF0508  HISTORY     - 1989     GOOD             USPSQD
 GF0508  HISTORY     - 20250729 GOOD             ARHD
 GF0508
 GF0508                          STATION DESCRIPTION
 GF0508
 GF0508'DESCRIBED BY COAST AND 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.
 GF0508
 GF0508                          STATION RECOVERY (2025)
 GF0508
 GF0508'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2025 (JH)
 GF0508'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0724 ***********************************************************************
 FG0724  DESIGNATION -  K 146
 FG0724  PID         -  FG0724
 FG0724  STATE/COUNTY-  AR/SEARCY
 FG0724  COUNTRY     -  US
 FG0724  USGS QUAD   -  SNOWBALL (2017)
 FG0724
 FG0724                         *CURRENT SURVEY CONTROL
 FG0724  ______________________________________________________________________
 FG0724* NAD 83(1986) POSITION- 35 59 27.18   (N) 092 51 25.72   (W)   HD_HELD1
 FG0724* NAVD 88 ORTHO HEIGHT -   284.349 (meters)      932.90  (feet) ADJUSTED
 FG0724  ______________________________________________________________________
 FG0724  GEOID HEIGHT    -        -28.317 (meters)                     GEOID18
 FG0724  DYNAMIC HEIGHT  -        284.092 (meters)      932.06  (feet) COMP
 FG0724  MODELED GRAVITY -    979,720.3   (mgal)                       NAVD 88
 FG0724
 FG0724  VERT ORDER      -  SECOND    CLASS 0
 FG0724
 FG0724.The horizontal coordinates were determined by differentially corrected
 FG0724.hand held GPS observations or other comparable positioning techniques
 FG0724.and have an estimated accuracy of +/- 3 meters.
 FG0724
 FG0724.The orthometric height was determined by differential leveling and
 FG0724.adjusted by the NATIONAL GEODETIC SURVEY
 FG0724.in June 1991.
 FG0724
 FG0724.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0724.GEOID18 height accuracy estimate available here.
 FG0724
 FG0724.Click photographs - Photos may exist for this station.
 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     -   184,230.5     322,711.8     MT  (+/- 3 meters HH1 GPS) 
 FG0724
 FG0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV1287682946(NAD 83)
 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
 FG0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0724.See file dsdata.pdf to determine how the superseded data were derived.
 FG0724
 FG0724_MARKER: DB = BENCH MARK DISK
 FG0724_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0724_STAMPING: K 146 1935
 FG0724_MARK LOGO: CGS
 FG0724_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0668 ***********************************************************************
 FG0668  DESIGNATION -  K 148
 FG0668  PID         -  FG0668
 FG0668  STATE/COUNTY-  AR/POPE
 FG0668  COUNTRY     -  US
 FG0668  USGS QUAD   -  LOST CORNER (2017)
 FG0668
 FG0668                         *CURRENT SURVEY CONTROL
 FG0668  ______________________________________________________________________
 FG0668* NAD 83(1986) POSITION- 35 34 20.52   (N) 092 49 58.28   (W)   HD_HELD1
 FG0668* NAVD 88 ORTHO HEIGHT -   511.208 (meters)     1677.19  (feet) ADJUSTED
 FG0668  ______________________________________________________________________
 FG0668  GEOID HEIGHT    -        -28.218 (meters)                     GEOID18
 FG0668  DYNAMIC HEIGHT  -        510.710 (meters)     1675.55  (feet) COMP
 FG0668  MODELED GRAVITY -    979,643.8   (mgal)                       NAVD 88
 FG0668
 FG0668  VERT ORDER      -  SECOND    CLASS 0
 FG0668
 FG0668.The horizontal coordinates were determined by differentially corrected
 FG0668.hand held GPS observations or other comparable positioning techniques
 FG0668.and have an estimated accuracy of +/- 3 meters.
 FG0668
 FG0668.The orthometric height was determined by differential leveling and
 FG0668.adjusted by the NATIONAL GEODETIC SURVEY
 FG0668.in June 1991.
 FG0668
 FG0668.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0668.GEOID18 height accuracy estimate available here.
 FG0668
 FG0668.Click photographs - Photos may exist for this station.
 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     -   137,779.4     324,509.1     MT  (+/- 3 meters HH1 GPS) 
 FG0668
 FG0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV1514536532(NAD 83)
 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
 FG0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0668.See file dsdata.pdf to determine how the superseded data were derived.
 FG0668
 FG0668_MARKER: DB = BENCH MARK DISK
 FG0668_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0668_STAMPING: K 148 1935
 FG0668_MARK LOGO: CGS
 FG0668_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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'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 = MARCH 20, 2026 22:17:28 EDT
 FG0594 ***********************************************************************
 FG0594  DESIGNATION -  K 149
 FG0594  PID         -  FG0594
 FG0594  STATE/COUNTY-  AR/SEARCY
 FG0594  COUNTRY     -  US
 FG0594  USGS QUAD   -  SNOWBALL (2017)
 FG0594
 FG0594                         *CURRENT SURVEY CONTROL
 FG0594  ______________________________________________________________________
 FG0594* NAD 83(1986) POSITION- 35 54 24.66   (N) 092 49 16.65   (W)   HD_HELD1
 FG0594* NAVD 88 ORTHO HEIGHT -   234.287 (meters)      768.66  (feet) ADJUSTED
 FG0594  ______________________________________________________________________
 FG0594  GEOID HEIGHT    -        -28.196 (meters)                     GEOID18
 FG0594  DYNAMIC HEIGHT  -        234.075 (meters)      767.96  (feet) COMP
 FG0594  MODELED GRAVITY -    979,724.7   (mgal)                       NAVD 88
 FG0594
 FG0594  VERT ORDER      -  SECOND    CLASS 0
 FG0594
 FG0594.The horizontal coordinates were determined by differentially corrected
 FG0594.hand held GPS observations or other comparable positioning techniques
 FG0594.and have an estimated accuracy of +/- 3 meters.
 FG0594
 FG0594.The orthometric height was determined by differential leveling and
 FG0594.adjusted by the NATIONAL GEODETIC SURVEY
 FG0594.in June 1991.
 FG0594
 FG0594.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0594.GEOID18 height accuracy estimate available here.
 FG0594
 FG0594.Click photographs - Photos may exist for this station.
 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     -   174,879.5     325,866.8     MT  (+/- 3 meters HH1 GPS) 
 FG0594
 FG0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV1612573631(NAD 83)
 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
 FG0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0594.See file dsdata.pdf to determine how the superseded data were derived.
 FG0594
 FG0594_MARKER: DB = BENCH MARK DISK
 FG0594_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0594_STAMPING: K 149 1935
 FG0594_MARK LOGO: CGS
 FG0594_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0594_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FG0594+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2015
 FG0594
 FG0594  HISTORY     - Date     Condition        Report By
 FG0594  HISTORY     - 1935     MONUMENTED       CGS
 FG0594  HISTORY     - 20150303 GOOD             ARHD
 FG0594
 FG0594                          STATION DESCRIPTION
 FG0594
 FG0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 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.
 FG0594
 FG0594                          STATION RECOVERY (2015)
 FG0594
 FG0594'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 FG0594'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1257 ***********************************************************************
 EH1257  DESIGNATION -  K 15
 EH1257  PID         -  EH1257
 EH1257  STATE/COUNTY-  AR/LEE
 EH1257  COUNTRY     -  US
 EH1257  USGS QUAD   -  GARRETT GROVE (2017)
 EH1257
 EH1257                         *CURRENT SURVEY CONTROL
 EH1257  ______________________________________________________________________
 EH1257* NAD 83(1986) POSITION- 34 51 09.     (N) 091 03 01.     (W)   SCALED
 EH1257* NAVD 88 ORTHO HEIGHT -    59.740 (meters)      196.00  (feet) ADJUSTED
 EH1257  ______________________________________________________________________
 EH1257  GEOID HEIGHT    -        -26.789 (meters)                     GEOID18
 EH1257  DYNAMIC HEIGHT  -         59.685 (meters)      195.82  (feet) COMP
 EH1257  MODELED GRAVITY -    979,719.0   (mgal)                       NAVD 88
 EH1257
 EH1257  VERT ORDER      -  FIRST     CLASS II
 EH1257
 EH1257.The horizontal coordinates were scaled from a map and have
 EH1257.an estimated accuracy of +/- 6 seconds.
 EH1257
 EH1257.The orthometric height was determined by differential leveling and
 EH1257.adjusted by the NATIONAL GEODETIC SURVEY
 EH1257.in June 1991.
 EH1257
 EH1257.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1257.GEOID18 height accuracy estimate available here.
 EH1257
 EH1257.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU782584(NAD 83)
 EH1257
 EH1257                          SUPERSEDED SURVEY CONTROL
 EH1257
 EH1257  NGVD 29 (11/26/84)   59.744  (m)          196.01   (f) ADJUSTED    1 2
 EH1257
 EH1257.Superseded values are not recommended for survey control.
 EH1257
 EH1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1257.See file dsdata.pdf to determine how the superseded data were derived.
 EH1257
 EH1257_MARKER: DB = BENCH MARK DISK
 EH1257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1257_STAMPING: 195.892 K 15 1932
 EH1257_MARK LOGO: CGS
 EH1257_PROJECTION: PROJECTING 8 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2358 ***********************************************************************
 EH2358  DESIGNATION -  K 15 605
 EH2358  PID         -  EH2358
 EH2358  STATE/COUNTY-  AR/PRAIRIE
 EH2358  COUNTRY     -  US
 EH2358  USGS QUAD   -  STUTTGART NORTH (2017)
 EH2358
 EH2358                         *CURRENT SURVEY CONTROL
 EH2358  ______________________________________________________________________
 EH2358* NAD 83(1986) POSITION- 34 35 37.     (N) 091 34 31.     (W)   SCALED
 EH2358* NAVD 88 ORTHO HEIGHT -    66.911 (meters)      219.52  (feet) ADJUSTED
 EH2358  ______________________________________________________________________
 EH2358  GEOID HEIGHT    -        -26.690 (meters)                     GEOID18
 EH2358  DYNAMIC HEIGHT  -         66.847 (meters)      219.31  (feet) COMP
 EH2358  MODELED GRAVITY -    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 map and have
 EH2358.an estimated accuracy of +/- 6 seconds.
 EH2358
 EH2358.The orthometric height was determined by differential leveling and
 EH2358.adjusted by the NATIONAL GEODETIC SURVEY
 EH2358.in June 1991.
 EH2358
 EH2358.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2358.GEOID18 height accuracy estimate available here.
 EH2358
 EH2358.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU306288(NAD 83)
 EH2358
 EH2358                          SUPERSEDED SURVEY CONTROL
 EH2358
 EH2358  NGVD 29 (11/26/84)   66.936  (m)          219.61   (f) ADJUSTED    1 2
 EH2358
 EH2358.Superseded values are not recommended for survey control.
 EH2358
 EH2358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2358.See file dsdata.pdf to determine how the superseded data were derived.
 EH2358
 EH2358_MARKER: DD = SURVEY DISK
 EH2358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2358_STAMPING: K 15 605
 EH2358_MARK LOGO: USACE
 EH2358_PROJECTION: FLUSH
 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       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0635 ***********************************************************************
 FG0635  DESIGNATION -  K 150
 FG0635  PID         -  FG0635
 FG0635  STATE/COUNTY-  AR/VAN BUREN
 FG0635  COUNTRY     -  US
 FG0635  USGS QUAD   -  BOTKINBURG (2017)
 FG0635
 FG0635                         *CURRENT SURVEY CONTROL
 FG0635  ______________________________________________________________________
 FG0635* NAD 83(1986) POSITION- 35 41 23.     (N) 092 36 18.     (W)   SCALED
 FG0635* NAVD 88 ORTHO HEIGHT -   367.890 (meters)     1206.99  (feet) ADJUSTED
 FG0635  ______________________________________________________________________
 FG0635  GEOID HEIGHT    -        -27.962 (meters)                     GEOID18
 FG0635  DYNAMIC HEIGHT  -        367.539 (meters)     1205.83  (feet) COMP
 FG0635  MODELED GRAVITY -    979,669.0   (mgal)                       NAVD 88
 FG0635
 FG0635  VERT ORDER      -  SECOND    CLASS 0
 FG0635
 FG0635.The horizontal coordinates were scaled from a map and have
 FG0635.an estimated accuracy of +/- 6 seconds.
 FG0635
 FG0635.The orthometric height was determined by differential leveling and
 FG0635.adjusted by the NATIONAL GEODETIC SURVEY
 FG0635.in June 1991.
 FG0635
 FG0635.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0635.GEOID18 height accuracy estimate available here.
 FG0635
 FG0635.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV357496(NAD 83)
 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
 FG0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0635.See file dsdata.pdf to determine how the superseded data were derived.
 FG0635
 FG0635_MARKER: DB = BENCH MARK DISK
 FG0635_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0635_STAMPING: K 150 1935
 FG0635_MARK LOGO: CGS
 FG0635_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0635
 FG0635  HISTORY     - Date     Condition        Report By
 FG0635  HISTORY     - 1935     MONUMENTED       CGS
 FG0635  HISTORY     - 1964     MARK NOT FOUND   CGS
 FG0635
 FG0635                          STATION DESCRIPTION
 FG0635
 FG0635'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1226 ***********************************************************************
 EJ1226  DESIGNATION -  K 151
 EJ1226  PID         -  EJ1226
 EJ1226  STATE/COUNTY-  AR/CLARK
 EJ1226  COUNTRY     -  US
 EJ1226  USGS QUAD   -  HOLLYWOOD (2017)
 EJ1226
 EJ1226                         *CURRENT SURVEY CONTROL
 EJ1226  ______________________________________________________________________
 EJ1226* NAD 83(1986) POSITION- 34 04 40.     (N) 093 11 20.     (W)   SCALED
 EJ1226* NAVD 88 ORTHO HEIGHT -    79.918 (meters)      262.20  (feet) ADJUSTED
 EJ1226  ______________________________________________________________________
 EJ1226  GEOID HEIGHT    -        -26.915 (meters)                     GEOID18
 EJ1226  DYNAMIC HEIGHT  -         79.838 (meters)      261.94  (feet) COMP
 EJ1226  MODELED GRAVITY -    979,633.0   (mgal)                       NAVD 88
 EJ1226
 EJ1226  VERT ORDER      -  SECOND    CLASS 0
 EJ1226
 EJ1226.The horizontal coordinates were scaled from a map and have
 EJ1226.an estimated accuracy of +/- 6 seconds.
 EJ1226
 EJ1226.The orthometric height was determined by differential leveling and
 EJ1226.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1226.in June 1991.
 EJ1226
 EJ1226.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1226.GEOID18 height accuracy estimate available here.
 EJ1226
 EJ1226.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT825707(NAD 83)
 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
 EJ1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1226.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1226
 EJ1226_MARKER: DB = BENCH MARK DISK
 EJ1226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1226_STAMPING: K 151 1935
 EJ1226_MARK LOGO: CGS
 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   CGS
 EJ1226  HISTORY     - 20110921 MARK NOT FOUND   ARHD
 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 COAST AND GEODETIC SURVEY 1964
 EJ1226'MARK NOT FOUND.
 EJ1226
 EJ1226                          STATION RECOVERY (2011)
 EJ1226
 EJ1226'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (AMC)
 EJ1226'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0672 ***********************************************************************
 EJ0672  DESIGNATION -  K 152
 EJ0672  PID         -  EJ0672
 EJ0672  STATE/COUNTY-  AR/HOT SPRING
 EJ0672  COUNTRY     -  US
 EJ0672  USGS QUAD   -  DONALDSON (2017)
 EJ0672
 EJ0672                         *CURRENT SURVEY CONTROL
 EJ0672  ______________________________________________________________________
 EJ0672* NAD 83(1986) POSITION- 34 14 29.     (N) 092 55 11.     (W)   SCALED
 EJ0672* NAVD 88 ORTHO HEIGHT -    68.496 (meters)      224.72  (feet) ADJUSTED
 EJ0672  ______________________________________________________________________
 EJ0672  GEOID HEIGHT    -        -26.639 (meters)                     GEOID18
 EJ0672  DYNAMIC HEIGHT  -         68.429 (meters)      224.50  (feet) COMP
 EJ0672  MODELED GRAVITY -    979,656.5   (mgal)                       NAVD 88
 EJ0672
 EJ0672  VERT ORDER      -  FIRST     CLASS II
 EJ0672
 EJ0672.The horizontal coordinates were scaled from a map and have
 EJ0672.an estimated accuracy of +/- 6 seconds.
 EJ0672
 EJ0672.The orthometric height was determined by differential leveling and
 EJ0672.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0672.in June 1991.
 EJ0672
 EJ0672.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0672.GEOID18 height accuracy estimate available here.
 EJ0672
 EJ0672.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT073889(NAD 83)
 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
 EJ0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0672.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0672
 EJ0672_MARKER: DB = BENCH MARK DISK
 EJ0672_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EJ0672_SP_SET: CULVERT HEADWALL
 EJ0672_STAMPING: K 152 1935
 EJ0672_MARK LOGO: CGS
 EJ0672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0672+STABILITY: SURFACE MOTION
 EJ0672_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EJ0672+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2016
 EJ0672
 EJ0672  HISTORY     - Date     Condition        Report By
 EJ0672  HISTORY     - 1935     MONUMENTED       CGS
 EJ0672  HISTORY     - 20160122 GOOD             ARHD
 EJ0672  HISTORY     - 20160613 GOOD             ARHD
 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.
 EJ0672
 EJ0672                          STATION RECOVERY (2016)
 EJ0672
 EJ0672'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 EJ0672'RECOVERED IN GOOD CONDITION.
 EJ0672
 EJ0672                          STATION RECOVERY (2016)
 EJ0672
 EJ0672'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (BAB)
 EJ0672'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0558 ***********************************************************************
 GF0558  DESIGNATION -  K 157
 GF0558  PID         -  GF0558
 GF0558  STATE/COUNTY-  AR/CARROLL
 GF0558  COUNTRY     -  US
 GF0558  USGS QUAD   -  BERRYVILLE (2017)
 GF0558
 GF0558                         *CURRENT SURVEY CONTROL
 GF0558  ______________________________________________________________________
 GF0558* NAD 83(1986) POSITION- 36 17 02.     (N) 093 36 00.     (W)   SCALED
 GF0558* NAVD 88 ORTHO HEIGHT -   518.367 (meters)     1700.68  (feet) ADJUSTED
 GF0558  ______________________________________________________________________
 GF0558  GEOID HEIGHT    -        -28.163 (meters)                     GEOID18
 GF0558  DYNAMIC HEIGHT  -        517.895 (meters)     1699.13  (feet) COMP
 GF0558  MODELED GRAVITY -    979,704.9   (mgal)                       NAVD 88
 GF0558
 GF0558  VERT ORDER      -  SECOND    CLASS 0
 GF0558
 GF0558.The horizontal coordinates were scaled from a map and have
 GF0558.an estimated accuracy of +/- 6 seconds.
 GF0558
 GF0558.The orthometric height was determined by differential leveling and
 GF0558.adjusted by the NATIONAL GEODETIC SURVEY
 GF0558.in June 1991.
 GF0558
 GF0558.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0558.GEOID18 height accuracy estimate available here.
 GF0558
 GF0558.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA461156(NAD 83)
 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
 GF0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0558.See file dsdata.pdf to determine how the superseded data were derived.
 GF0558
 GF0558_MARKER: DB = BENCH MARK DISK
 GF0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0558_STAMPING: K 157 1935
 GF0558_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0385 ***********************************************************************
 GF0385  DESIGNATION -  K 159
 GF0385  PID         -  GF0385
 GF0385  STATE/COUNTY-  AR/BOONE
 GF0385  COUNTRY     -  US
 GF0385  USGS QUAD   -  GAITHER (2017)
 GF0385
 GF0385                         *CURRENT SURVEY CONTROL
 GF0385  ______________________________________________________________________
 GF0385* NAD 83(1986) POSITION- 36 11 27.     (N) 093 10 39.     (W)   SCALED
 GF0385* NAVD 88 ORTHO HEIGHT -   374.567 (meters)     1228.89  (feet) ADJUSTED
 GF0385  ______________________________________________________________________
 GF0385  GEOID HEIGHT    -        -28.191 (meters)                     GEOID18
 GF0385  DYNAMIC HEIGHT  -        374.227 (meters)     1227.78  (feet) COMP
 GF0385  MODELED GRAVITY -    979,715.4   (mgal)                       NAVD 88
 GF0385
 GF0385  VERT ORDER      -  SECOND    CLASS 0
 GF0385
 GF0385.The horizontal coordinates were scaled from a map and have
 GF0385.an estimated accuracy of +/- 6 seconds.
 GF0385
 GF0385.The orthometric height was determined by differential leveling and
 GF0385.adjusted by the NATIONAL GEODETIC SURVEY
 GF0385.in June 1991.
 GF0385
 GF0385.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0385.GEOID18 height accuracy estimate available here.
 GF0385
 GF0385.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA840051(NAD 83)
 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
 GF0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0385.See file dsdata.pdf to determine how the superseded data were derived.
 GF0385
 GF0385_MARKER: DB = BENCH MARK DISK
 GF0385_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GF0385_STAMPING: K 159 1935
 GF0385_MARK LOGO: CGS
 GF0385_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1197 ***********************************************************************
 FF1197  DESIGNATION -  K 16
 FF1197  PID         -  FF1197
 FF1197  STATE/COUNTY-  AR/JACKSON
 FF1197  COUNTRY     -  US
 FF1197  USGS QUAD   -  BEEDEVILLE (2017)
 FF1197
 FF1197                         *CURRENT SURVEY CONTROL
 FF1197  ______________________________________________________________________
 FF1197* NAD 83(1986) POSITION- 35 28 12.     (N) 091 06 54.     (W)   SCALED
 FF1197* NAVD 88 ORTHO HEIGHT -    67.324 (meters)      220.88  (feet) ADJUSTED
 FF1197  ______________________________________________________________________
 FF1197  GEOID HEIGHT    -        -27.461 (meters)                     GEOID18
 FF1197  DYNAMIC HEIGHT  -         67.265 (meters)      220.69  (feet) COMP
 FF1197  MODELED GRAVITY -    979,756.5   (mgal)                       NAVD 88
 FF1197
 FF1197  VERT ORDER      -  SECOND    CLASS 0
 FF1197
 FF1197.The horizontal coordinates were scaled from a map and have
 FF1197.an estimated accuracy of +/- 6 seconds.
 FF1197
 FF1197.The orthometric height was determined by differential leveling and
 FF1197.adjusted by the NATIONAL GEODETIC SURVEY
 FF1197.in June 1991.
 FF1197
 FF1197.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1197.GEOID18 height accuracy estimate available here.
 FF1197
 FF1197.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV710267(NAD 83)
 FF1197
 FF1197                          SUPERSEDED SURVEY CONTROL
 FF1197
 FF1197  NGVD 29 (11/26/84)   67.270  (m)          220.70   (f) ADJUSTED    2 0
 FF1197
 FF1197.Superseded values are not recommended for survey control.
 FF1197
 FF1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1197.See file dsdata.pdf to determine how the superseded data were derived.
 FF1197
 FF1197_MARKER: DB = BENCH MARK DISK
 FF1197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1197_STAMPING: 220.679 K 16 1932
 FF1197_MARK LOGO: CGS
 FF1197_PROJECTION: FLUSH
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1313 ***********************************************************************
 EH1313  DESIGNATION -  K 16 62
 EH1313  PID         -  EH1313
 EH1313  STATE/COUNTY-  AR/ARKANSAS
 EH1313  COUNTRY     -  US
 EH1313  USGS QUAD   -  GILLETT (2017)
 EH1313
 EH1313                         *CURRENT SURVEY CONTROL
 EH1313  ______________________________________________________________________
 EH1313* NAD 83(1986) POSITION- 34 06 58.     (N) 091 22 32.     (W)   SCALED
 EH1313* NAVD 88 ORTHO HEIGHT -    55.459 (meters)      181.95  (feet) ADJUSTED
 EH1313  ______________________________________________________________________
 EH1313  GEOID HEIGHT    -        -26.210 (meters)                     GEOID18
 EH1313  DYNAMIC HEIGHT  -         55.405 (meters)      181.77  (feet) COMP
 EH1313  MODELED GRAVITY -    979,656.1   (mgal)                       NAVD 88
 EH1313
 EH1313  VERT ORDER      -  FIRST     CLASS II
 EH1313
 EH1313.The horizontal coordinates were scaled from a map and have
 EH1313.an estimated accuracy of +/- 6 seconds.
 EH1313
 EH1313.The orthometric height was determined by differential leveling and
 EH1313.adjusted by the NATIONAL GEODETIC SURVEY
 EH1313.in August 1993.
 EH1313
 EH1313.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1313.GEOID18 height accuracy estimate available here.
 EH1313
 EH1313.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT498762(NAD 83)
 EH1313
 EH1313                          SUPERSEDED SURVEY CONTROL
 EH1313
 EH1313  NAVD 88 (06/15/91)   55.457  (m)          181.95   (f) SUPERSEDED  1 2
 EH1313  NGVD 29 (11/26/84)   55.588  (m)          182.38   (f) ADJUSTED    1 2
 EH1313
 EH1313.Superseded values are not recommended for survey control.
 EH1313
 EH1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1313.See file dsdata.pdf to determine how the superseded data were derived.
 EH1313
 EH1313_MARKER: DD = SURVEY DISK
 EH1313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1313_STAMPING: K-16 62
 EH1313_MARK LOGO: USACE
 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       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1301 ***********************************************************************
 EH1301  DESIGNATION -  K 16 81
 EH1301  PID         -  EH1301
 EH1301  STATE/COUNTY-  AR/ARKANSAS
 EH1301  COUNTRY     -  US
 EH1301  USGS QUAD   -  ARKANSAS POST (2017)
 EH1301
 EH1301                         *CURRENT SURVEY CONTROL
 EH1301  ______________________________________________________________________
 EH1301* NAD 83(1986) POSITION- 34 01 59.     (N) 091 22 12.     (W)   SCALED
 EH1301* NAVD 88 ORTHO HEIGHT -    53.999 (meters)      177.16  (feet) ADJUSTED
 EH1301  ______________________________________________________________________
 EH1301  GEOID HEIGHT    -        -26.156 (meters)                     GEOID18
 EH1301  DYNAMIC HEIGHT  -         53.946 (meters)      176.99  (feet) COMP
 EH1301  MODELED GRAVITY -    979,654.1   (mgal)                       NAVD 88
 EH1301
 EH1301  VERT ORDER      -  FIRST     CLASS II
 EH1301
 EH1301.The horizontal coordinates were scaled from a map and have
 EH1301.an estimated accuracy of +/- 6 seconds.
 EH1301
 EH1301.The orthometric height was determined by differential leveling and
 EH1301.adjusted by the NATIONAL GEODETIC SURVEY
 EH1301.in June 1991.
 EH1301
 EH1301.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1301.GEOID18 height accuracy estimate available here.
 EH1301
 EH1301.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT504670(NAD 83)
 EH1301
 EH1301                          SUPERSEDED SURVEY CONTROL
 EH1301
 EH1301  NGVD 29 (11/26/84)   54.136  (m)          177.61   (f) ADJUSTED    1 2
 EH1301
 EH1301.Superseded values are not recommended for survey control.
 EH1301
 EH1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1301.See file dsdata.pdf to determine how the superseded data were derived.
 EH1301
 EH1301_MARKER: DD = SURVEY DISK
 EH1301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1301_STAMPING: K-16-81
 EH1301_MARK LOGO: USACE
 EH1301_PROJECTION: PROJECTING 9 CENTIMETERS
 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       USACE
 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 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1064 ***********************************************************************
 EJ1064  DESIGNATION -  K 161
 EJ1064  PID         -  EJ1064
 EJ1064  STATE/COUNTY-  AR/GARLAND
 EJ1064  COUNTRY     -  US
 EJ1064  USGS QUAD   -  MOUNTAIN PINE (2017)
 EJ1064
 EJ1064                         *CURRENT SURVEY CONTROL
 EJ1064  ______________________________________________________________________
 EJ1064* NAD 83(1986) POSITION- 34 35 40.     (N) 093 12 58.     (W)   SCALED
 EJ1064* NAVD 88 ORTHO HEIGHT -   131.296 (meters)      430.76  (feet) ADJUSTED
 EJ1064  ______________________________________________________________________
 EJ1064  GEOID HEIGHT    -        -27.832 (meters)                     GEOID18
 EJ1064  DYNAMIC HEIGHT  -        131.167 (meters)      430.34  (feet) COMP
 EJ1064  MODELED GRAVITY -    979,650.0   (mgal)                       NAVD 88
 EJ1064
 EJ1064  VERT ORDER      -  SECOND    CLASS 0
 EJ1064
 EJ1064.The horizontal coordinates were scaled from a map and have
 EJ1064.an estimated accuracy of +/- 6 seconds.
 EJ1064
 EJ1064.The orthometric height was determined by differential leveling and
 EJ1064.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1064.in June 1991.
 EJ1064
 EJ1064.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1064.GEOID18 height accuracy estimate available here.
 EJ1064
 EJ1064.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU801280(NAD 83)
 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
 EJ1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1064.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1064
 EJ1064_MARKER: DB = BENCH MARK DISK
 EJ1064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1064_STAMPING: K 161 1935
 EJ1064_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1076 ***********************************************************************
 EJ1076  DESIGNATION -  K 162
 EJ1076  PID         -  EJ1076
 EJ1076  STATE/COUNTY-  AR/GARLAND
 EJ1076  COUNTRY     -  US
 EJ1076  USGS QUAD   -  AVANT (2017)
 EJ1076
 EJ1076                         *CURRENT SURVEY CONTROL
 EJ1076  ______________________________________________________________________
 EJ1076* NAD 83(1986) POSITION- 34 38 44.     (N) 093 20 24.     (W)   SCALED
 EJ1076* NAVD 88 ORTHO HEIGHT -   198.390 (meters)      650.88  (feet) ADJUSTED
 EJ1076  ______________________________________________________________________
 EJ1076  GEOID HEIGHT    -        -28.256 (meters)                     GEOID18
 EJ1076  DYNAMIC HEIGHT  -        198.192 (meters)      650.23  (feet) COMP
 EJ1076  MODELED GRAVITY -    979,635.7   (mgal)                       NAVD 88
 EJ1076
 EJ1076  VERT ORDER      -  SECOND    CLASS 0
 EJ1076
 EJ1076.The horizontal coordinates were scaled from a map and have
 EJ1076.an estimated accuracy of +/- 6 seconds.
 EJ1076
 EJ1076.The orthometric height was determined by differential leveling and
 EJ1076.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1076.in June 1991.
 EJ1076
 EJ1076.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1076.GEOID18 height accuracy estimate available here.
 EJ1076
 EJ1076.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU688337(NAD 83)
 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
 EJ1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1076.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1076
 EJ1076_MARKER: DB = BENCH MARK DISK
 EJ1076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1076_STAMPING: K 162 1935
 EJ1076_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1371 ***********************************************************************
 FF1371  DESIGNATION -  K 164
 FF1371  PID         -  FF1371
 FF1371  STATE/COUNTY-  AR/WHITE
 FF1371  COUNTRY     -  US
 FF1371  USGS QUAD   -  KENSETT (2017)
 FF1371
 FF1371                         *CURRENT SURVEY CONTROL
 FF1371  ______________________________________________________________________
 FF1371* NAD 83(1986) POSITION- 35 12 58.2    (N) 091 43 05.1    (W)   HD_HELD2
 FF1371* NAVD 88 ORTHO HEIGHT -    71.219 (meters)      233.66  (feet) ADJUSTED
 FF1371  ______________________________________________________________________
 FF1371  GEOID HEIGHT    -        -27.351 (meters)                     GEOID18
 FF1371  DYNAMIC HEIGHT  -         71.155 (meters)      233.45  (feet) COMP
 FF1371  MODELED GRAVITY -    979,731.1   (mgal)                       NAVD 88
 FF1371
 FF1371  VERT ORDER      -  FIRST     CLASS II
 FF1371
 FF1371.The horizontal coordinates were established by autonomous hand held GPS
 FF1371.observations and have an estimated accuracy of +/- 10 meters.
 FF1371
 FF1371.The orthometric height was determined by differential leveling and
 FF1371.adjusted by the NATIONAL GEODETIC SURVEY
 FF1371.in June 1991.
 FF1371
 FF1371.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1371.GEOID18 height accuracy estimate available here.
 FF1371
 FF1371.Click photographs - Photos may exist for this station.
 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     -    97,980.      425,667.      MT  (+/- 10 meters HH2 GPS)
 FF1371
 FF1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU1667197768(NAD 83)
 FF1371
 FF1371                          SUPERSEDED SURVEY CONTROL
 FF1371
 FF1371  NGVD 29 (11/26/84)   71.178  (m)          233.52   (f) ADJUSTED    1 2
 FF1371
 FF1371.Superseded values are not recommended for survey control.
 FF1371
 FF1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1371.See file dsdata.pdf to determine how the superseded data were derived.
 FF1371
 FF1371_MARKER: DB = BENCH MARK DISK
 FF1371_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FF1371_SP_SET: CULVERT
 FF1371_STAMPING: K 164 1955
 FF1371_MARK LOGO: CGS
 FF1371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1371+STABILITY: SURFACE MOTION
 FF1371_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF1371+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2018
 FF1371
 FF1371  HISTORY     - Date     Condition        Report By
 FF1371  HISTORY     - 1955     MONUMENTED       CGS
 FF1371  HISTORY     - 20030630 GOOD             USACE
 FF1371  HISTORY     - 20180820 GOOD             ARHD
 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.
 FF1371
 FF1371                          STATION RECOVERY (2018)
 FF1371
 FF1371'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (BAB)
 FF1371'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DP2417 ***********************************************************************
 DP2417  DESIGNATION -  K 165 RESET
 DP2417  PID         -  DP2417
 DP2417  STATE/COUNTY-  AR/INDEPENDENCE
 DP2417  COUNTRY     -  US
 DP2417  USGS QUAD   -  SULPHUR ROCK (2017)
 DP2417
 DP2417                         *CURRENT SURVEY CONTROL
 DP2417  ______________________________________________________________________
 DP2417* NAD 83(1986) POSITION- 35 49 24.86   (N) 091 35 38.42   (W)   HD_HELD1
 DP2417* NAVD 88 ORTHO HEIGHT -   122.642 (meters)      402.37  (feet) ADJUSTED
 DP2417  ______________________________________________________________________
 DP2417  GEOID HEIGHT    -        -27.676 (meters)                     GEOID18
 DP2417  DYNAMIC HEIGHT  -        122.536 (meters)      402.02  (feet) COMP
 DP2417  MODELED GRAVITY -    979,767.7   (mgal)                       NAVD 88
 DP2417
 DP2417  VERT ORDER      -  SECOND    CLASS I
 DP2417
 DP2417.The horizontal coordinates were determined by differentially corrected
 DP2417.hand held GPS observations or other comparable positioning techniques
 DP2417.and have an estimated accuracy of +/- 3 meters.
 DP2417
 DP2417.The orthometric height was determined by differential leveling and
 DP2417.adjusted by the NATIONAL GEODETIC SURVEY
 DP2417.in October 2014.
 DP2417
 DP2417.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2417.GEOID18 height accuracy estimate available here.
 DP2417
 DP2417.Click photographs - Photos may exist for this station.
 DP2417
 DP2417.The dynamic height is computed by dividing the NAVD 88
 DP2417.geopotential number by the normal gravity value computed on the
 DP2417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2417.degrees latitude (g = 980.6199 gals.).
 DP2417
 DP2417.The modeled gravity was interpolated from observed gravity values.
 DP2417
 DP2417;                    North         East    Units  Estimated Accuracy
 DP2417;SPC AR N     -   165,406.2     436,685.2     MT  (+/- 3 meters HH1 GPS) 
 DP2417
 DP2417_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV2700465292(NAD 83)
 DP2417
 DP2417                          SUPERSEDED SURVEY CONTROL
 DP2417
 DP2417.No superseded survey control is available for this station.
 DP2417
 DP2417_MARKER: DD = SURVEY DISK
 DP2417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP2417_STAMPING: K 165 RESET 2012
 DP2417_MARK LOGO: ARHD
 DP2417_PROJECTION: FLUSH
 DP2417_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP2417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP2417+STABILITY: SURFACE MOTION
 DP2417_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2417+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2012
 DP2417
 DP2417  HISTORY     - Date     Condition        Report By
 DP2417  HISTORY     - 20120808 MONUMENTED       ARHD
 DP2417
 DP2417                          STATION DESCRIPTION
 DP2417
 DP2417'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (JDH)
 DP2417'THE STATION IS LOCATED ABOUT 11.7 KM (7.3 MI) NORTHWEST OF SULPHUR
 DP2417'ROCK, 9.7 KM (6.0 MI) SOUTH-SOUTHEAST OF SANDTOWN AND 7.3 KM (4.5 MI)
 DP2417'NORTHEAST OF BATESVILLE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DP2417'
 DP2417'TO REACH FROM THE INTERSECTION OF HIGHWAY 167 AND HIGHWAY 394E, GO
 DP2417'NORTH ALONG HIGHWAY 167 FOR 1.3 MI (2.1 KM) TO THE STATION ON THE
 DP2417'RIGHT.
 DP2417'
 DP2417'IT IS 19.6 M (64.3 FT) SOUTH OF THE SOUTHEAST CORNER OF A 1 STORY
 DP2417'METAL BUILDING, 10.2 M (33.5 FT) NORTH OF THE NORTHEAST CORNER OF
 DP2417'FRONT PORCH CHURCH AND 7.9 M (25.9 FT) NORTH OF A LIGHT POLE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GE0593 ***********************************************************************
 GE0593  DESIGNATION -  K 167
 GE0593  PID         -  GE0593
 GE0593  STATE/COUNTY-  AR/FULTON
 GE0593  COUNTRY     -  US
 GE0593  USGS QUAD   -  AGNOS (2017)
 GE0593
 GE0593                         *CURRENT SURVEY CONTROL
 GE0593  ______________________________________________________________________
 GE0593* NAD 83(1986) POSITION- 36 15 53.     (N) 091 39 14.     (W)   SCALED
 GE0593* NAVD 88 ORTHO HEIGHT -   245.151 (meters)      804.30  (feet) ADJUSTED
 GE0593  ______________________________________________________________________
 GE0593  GEOID HEIGHT    -        -28.206 (meters)                     GEOID18
 GE0593  DYNAMIC HEIGHT  -        244.945 (meters)      803.62  (feet) COMP
 GE0593  MODELED GRAVITY -    979,784.9   (mgal)                       NAVD 88
 GE0593
 GE0593  VERT ORDER      -  SECOND    CLASS 0
 GE0593
 GE0593.The horizontal coordinates were scaled from a map and have
 GE0593.an estimated accuracy of +/- 6 seconds.
 GE0593
 GE0593.The orthometric height was determined by differential leveling and
 GE0593.adjusted by the NATIONAL GEODETIC SURVEY
 GE0593.in June 1991.
 GE0593
 GE0593.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0593.GEOID18 height accuracy estimate available here.
 GE0593
 GE0593.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA209141(NAD 83)
 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
 GE0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0593.See file dsdata.pdf to determine how the superseded data were derived.
 GE0593
 GE0593_MARKER: DB = BENCH MARK DISK
 GE0593_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GE0593_SP_SET: CULVERT HEADWALL
 GE0593_STAMPING: K 167 1955
 GE0593_MARK LOGO: CGS
 GE0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0593+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1173 ***********************************************************************
 EH1173  DESIGNATION -  K 169
 EH1173  PID         -  EH1173
 EH1173  STATE/COUNTY-  AR/ST FRANCIS
 EH1173  COUNTRY     -  US
 EH1173  USGS QUAD   -  WHEATLEY (2017)
 EH1173
 EH1173                         *CURRENT SURVEY CONTROL
 EH1173  ______________________________________________________________________
 EH1173* NAD 83(1986) POSITION- 34 56 09.17   (N) 091 01 54.39   (W)   HD_HELD1
 EH1173* NAVD 88 ORTHO HEIGHT -    63.686 (meters)      208.94  (feet) ADJUSTED
 EH1173  ______________________________________________________________________
 EH1173  GEOID HEIGHT    -        -26.849 (meters)                     GEOID18
 EH1173  DYNAMIC HEIGHT  -         63.627 (meters)      208.75  (feet) COMP
 EH1173  MODELED GRAVITY -    979,723.2   (mgal)                       NAVD 88
 EH1173
 EH1173  VERT ORDER      -  FIRST     CLASS II
 EH1173
 EH1173.The horizontal coordinates were determined by differentially corrected
 EH1173.hand held GPS observations or other comparable positioning techniques
 EH1173.and have an estimated accuracy of +/- 3 meters.
 EH1173
 EH1173.The orthometric height was determined by differential leveling and
 EH1173.adjusted by the NATIONAL GEODETIC SURVEY
 EH1173.in June 1991.
 EH1173
 EH1173.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1173.GEOID18 height accuracy estimate available here.
 EH1173
 EH1173.Click photographs - Photos may exist for this station.
 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     -    67,282.9     488,454.9     MT  (+/- 3 meters HH1 GPS) 
 EH1173
 EH1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU7975667700(NAD 83)
 EH1173
 EH1173                          SUPERSEDED SURVEY CONTROL
 EH1173
 EH1173  NGVD 29 (11/26/84)   63.687  (m)          208.95   (f) ADJUSTED    1 2
 EH1173
 EH1173.Superseded values are not recommended for survey control.
 EH1173
 EH1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1173.See file dsdata.pdf to determine how the superseded data were derived.
 EH1173
 EH1173_MARKER: DB = BENCH MARK DISK
 EH1173_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EH1173_SP_SET: CULVERT HEADWALL
 EH1173_STAMPING: K 169 1955
 EH1173_MARK LOGO: CGS
 EH1173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1173+STABILITY: SURFACE MOTION
 EH1173_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH1173+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2016
 EH1173
 EH1173  HISTORY     - Date     Condition        Report By
 EH1173  HISTORY     - 1955     MONUMENTED       CGS
 EH1173  HISTORY     - 20030421 GOOD             USACE
 EH1173  HISTORY     - 20160817 GOOD             ARHD
 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.
 EH1173
 EH1173                          STATION RECOVERY (2016)
 EH1173
 EH1173'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JTS)
 EH1173'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0625 ***********************************************************************
 FF0625  DESIGNATION -  K 170
 FF0625  PID         -  FF0625
 FF0625  STATE/COUNTY-  AR/ST FRANCIS
 FF0625  COUNTRY     -  US
 FF0625  USGS QUAD   -  MADISON (2017)
 FF0625
 FF0625                         *CURRENT SURVEY CONTROL
 FF0625  ______________________________________________________________________
 FF0625* NAD 83(1986) POSITION- 35 03 09.     (N) 090 37 49.     (W)   SCALED
 FF0625* NAVD 88 ORTHO HEIGHT -    60.223 (meters)      197.58  (feet) ADJUSTED
 FF0625  ______________________________________________________________________
 FF0625  GEOID HEIGHT    -        -26.994 (meters)                     GEOID18
 FF0625  DYNAMIC HEIGHT  -         60.169 (meters)      197.40  (feet) COMP
 FF0625  MODELED GRAVITY -    979,734.2   (mgal)                       NAVD 88
 FF0625
 FF0625  VERT ORDER      -  FIRST     CLASS II
 FF0625
 FF0625.The horizontal coordinates were scaled from a map and have
 FF0625.an estimated accuracy of +/- 6 seconds.
 FF0625
 FF0625.The orthometric height was determined by differential leveling and
 FF0625.adjusted by the NATIONAL GEODETIC SURVEY
 FF0625.in June 1991.
 FF0625
 FF0625.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0625.GEOID18 height accuracy estimate available here.
 FF0625
 FF0625.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU161814(NAD 83)
 FF0625
 FF0625                          SUPERSEDED SURVEY CONTROL
 FF0625
 FF0625  NGVD 29 (11/26/84)   60.206  (m)          197.53   (f) ADJUSTED    1 2
 FF0625
 FF0625.Superseded values are not recommended for survey control.
 FF0625
 FF0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0625.See file dsdata.pdf to determine how the superseded data were derived.
 FF0625
 FF0625_MARKER: DB = BENCH MARK DISK
 FF0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0625_STAMPING: K 170 1955
 FF0625_MARK LOGO: CGS
 FF0625_PROJECTION: PROJECTING 8 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH0821 ***********************************************************************
 EH0821  DESIGNATION -  K 171
 EH0821  PID         -  EH0821
 EH0821  STATE/COUNTY-  AR/PHILLIPS
 EH0821  COUNTRY     -  US
 EH0821  USGS QUAD   -  MARVELL (2017)
 EH0821
 EH0821                         *CURRENT SURVEY CONTROL
 EH0821  ______________________________________________________________________
 EH0821* NAD 83(1986) POSITION- 34 33 15.     (N) 090 54 08.     (W)   SCALED
 EH0821* NAVD 88 ORTHO HEIGHT -    59.612 (meters)      195.58  (feet) ADJUSTED
 EH0821  ______________________________________________________________________
 EH0821  GEOID HEIGHT    -        -26.922 (meters)                     GEOID18
 EH0821  DYNAMIC HEIGHT  -         59.555 (meters)      195.39  (feet) COMP
 EH0821  MODELED GRAVITY -    979,674.1   (mgal)                       NAVD 88
 EH0821
 EH0821  VERT ORDER      -  FIRST     CLASS II
 EH0821
 EH0821.The horizontal coordinates were scaled from a map and have
 EH0821.an estimated accuracy of +/- 6 seconds.
 EH0821
 EH0821.The orthometric height was determined by differential leveling and
 EH0821.adjusted by the NATIONAL GEODETIC SURVEY
 EH0821.in June 1991.
 EH0821
 EH0821.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0821.GEOID18 height accuracy estimate available here.
 EH0821
 EH0821.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU924256(NAD 83)
 EH0821
 EH0821                          SUPERSEDED SURVEY CONTROL
 EH0821
 EH0821  NGVD 29 (11/26/84)   59.647  (m)          195.69   (f) ADJUSTED    1 2
 EH0821
 EH0821.Superseded values are not recommended for survey control.
 EH0821
 EH0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0821.See file dsdata.pdf to determine how the superseded data were derived.
 EH0821
 EH0821_MARKER: DB = BENCH MARK DISK
 EH0821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0821_STAMPING: K 171 1956
 EH0821_MARK LOGO: CGS
 EH0821_PROJECTION: PROJECTING 5 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH0865 ***********************************************************************
 EH0865  DESIGNATION -  K 172
 EH0865  PID         -  EH0865
 EH0865  STATE/COUNTY-  AR/LEE
 EH0865  COUNTRY     -  US
 EH0865  USGS QUAD   -  RONDO (2017)
 EH0865
 EH0865                         *CURRENT SURVEY CONTROL
 EH0865  ______________________________________________________________________
 EH0865* NAD 83(1986) POSITION- 34 41 13.8    (N) 090 52 25.8    (W)   HD_HELD2
 EH0865* NAVD 88 ORTHO HEIGHT -    61.769 (meters)      202.65  (feet) ADJUSTED
 EH0865  ______________________________________________________________________
 EH0865  GEOID HEIGHT    -        -26.814 (meters)                     GEOID18
 EH0865  DYNAMIC HEIGHT  -         61.711 (meters)      202.46  (feet) COMP
 EH0865  MODELED GRAVITY -    979,699.0   (mgal)                       NAVD 88
 EH0865
 EH0865  VERT ORDER      -  FIRST     CLASS II
 EH0865
 EH0865.The horizontal coordinates were established by autonomous hand held GPS
 EH0865.observations and have an estimated accuracy of +/- 10 meters.
 EH0865
 EH0865.The orthometric height was determined by differential leveling and
 EH0865.adjusted by the NATIONAL GEODETIC SURVEY
 EH0865.in June 1991.
 EH0865
 EH0865.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0865.GEOID18 height accuracy estimate available here.
 EH0865
 EH0865.Click photographs - Photos may exist for this station.
 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     -   624,672.      503,192.      MT  (+/- 10 meters HH2 GPS)
 EH0865
 EH0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU9476740409(NAD 83)
 EH0865
 EH0865                          SUPERSEDED SURVEY CONTROL
 EH0865
 EH0865  NGVD 29 (11/26/84)   61.785  (m)          202.71   (f) ADJUSTED    1 2
 EH0865
 EH0865.Superseded values are not recommended for survey control.
 EH0865
 EH0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0865.See file dsdata.pdf to determine how the superseded data were derived.
 EH0865
 EH0865_MARKER: DB = BENCH MARK DISK
 EH0865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0865_STAMPING: K 172 1956
 EH0865_MARK LOGO: CGS
 EH0865_PROJECTION: PROJECTING 8 CENTIMETERS
 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 - June 14, 2022
 EH0865
 EH0865  HISTORY     - Date     Condition        Report By
 EH0865  HISTORY     - 1956     MONUMENTED       CGS
 EH0865  HISTORY     - 20030408 GOOD             USACE
 EH0865  HISTORY     - 20041020 GOOD             ARHD
 EH0865  HISTORY     - 20220614 GOOD             ARHD
 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.
 EH0865
 EH0865                          STATION RECOVERY (2004)
 EH0865
 EH0865'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2004 (VJB)
 EH0865'RECOVERED IN GOOD CONDITION.
 EH0865
 EH0865                          STATION RECOVERY (2022)
 EH0865
 EH0865'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2022 (JH)
 EH0865'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0205 ***********************************************************************
 FF0205  DESIGNATION -  K 173
 FF0205  PID         -  FF0205
 FF0205  STATE/COUNTY-  AR/ST FRANCIS
 FF0205  COUNTRY     -  US
 FF0205  USGS QUAD   -  CHATFIELD (2017)
 FF0205
 FF0205                         *CURRENT SURVEY CONTROL
 FF0205  ______________________________________________________________________
 FF0205* NAD 83(1986) POSITION- 35 05 08.     (N) 090 25 16.     (W)   SCALED
 FF0205* NAVD 88 ORTHO HEIGHT -    62.533 (meters)      205.16  (feet) ADJUSTED
 FF0205  ______________________________________________________________________
 FF0205  GEOID HEIGHT    -        -27.131 (meters)                     GEOID18
 FF0205  DYNAMIC HEIGHT  -         62.477 (meters)      204.98  (feet) COMP
 FF0205  MODELED GRAVITY -    979,733.6   (mgal)                       NAVD 88
 FF0205
 FF0205  VERT ORDER      -  FIRST     CLASS II
 FF0205
 FF0205.The horizontal coordinates were scaled from a map and have
 FF0205.an estimated accuracy of +/- 6 seconds.
 FF0205
 FF0205.The orthometric height was determined by differential leveling and
 FF0205.adjusted by the NATIONAL GEODETIC SURVEY
 FF0205.in June 1991.
 FF0205
 FF0205.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0205.GEOID18 height accuracy estimate available here.
 FF0205
 FF0205.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU351855(NAD 83)
 FF0205
 FF0205                          SUPERSEDED SURVEY CONTROL
 FF0205
 FF0205  NGVD 29 (11/26/84)   62.511  (m)          205.09   (f) ADJUSTED    1 2
 FF0205
 FF0205.Superseded values are not recommended for survey control.
 FF0205
 FF0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0205.See file dsdata.pdf to determine how the superseded data were derived.
 FF0205
 FF0205_MARKER: DB = BENCH MARK DISK
 FF0205_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF0205_STAMPING: K 173 1956
 FF0205_MARK LOGO: CGS
 FF0205_MAGNETIC: P = MARKER IS A STEEL PIPE
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0121 ***********************************************************************
 FF0121  DESIGNATION -  K 174
 FF0121  PID         -  FF0121
 FF0121  STATE/COUNTY-  AR/POINSETT
 FF0121  COUNTRY     -  US
 FF0121  USGS QUAD   -  TYRONZA (2017)
 FF0121
 FF0121                         *CURRENT SURVEY CONTROL
 FF0121  ______________________________________________________________________
 FF0121* NAD 83(1986) POSITION- 35 26 30.     (N) 090 18 17.     (W)   SCALED
 FF0121* NAVD 88 ORTHO HEIGHT -    67.568 (meters)      221.68  (feet) ADJUSTED
 FF0121  ______________________________________________________________________
 FF0121  GEOID HEIGHT    -        -27.601 (meters)                     GEOID18
 FF0121  DYNAMIC HEIGHT  -         67.508 (meters)      221.48  (feet) COMP
 FF0121  MODELED GRAVITY -    979,752.4   (mgal)                       NAVD 88
 FF0121
 FF0121  VERT ORDER      -  FIRST     CLASS II
 FF0121
 FF0121.The horizontal coordinates were scaled from a map and have
 FF0121.an estimated accuracy of +/- 6 seconds.
 FF0121
 FF0121.The orthometric height was determined by differential leveling and
 FF0121.adjusted by the NATIONAL GEODETIC SURVEY
 FF0121.in June 1991.
 FF0121
 FF0121.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0121.GEOID18 height accuracy estimate available here.
 FF0121
 FF0121.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV446253(NAD 83)
 FF0121
 FF0121                          SUPERSEDED SURVEY CONTROL
 FF0121
 FF0121  NGVD 29 (10/05/93)   67.533  (m)          221.56   (f) ADJUSTED    1 2
 FF0121  NGVD 29 (??/??/87)   67.508  (m)          221.48   (f) SUPERSEDED  1 2
 FF0121
 FF0121.Superseded values are not recommended for survey control.
 FF0121
 FF0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0121.See file dsdata.pdf to determine how the superseded data were derived.
 FF0121
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0528 ***********************************************************************
 FF0528  DESIGNATION -  K 175
 FF0528  PID         -  FF0528
 FF0528  STATE/COUNTY-  AR/CROSS
 FF0528  COUNTRY     -  US
 FF0528  USGS QUAD   -  WYNNE (2017)
 FF0528
 FF0528                         *CURRENT SURVEY CONTROL
 FF0528  ______________________________________________________________________
 FF0528* NAD 83(1986) POSITION- 35 11 33.     (N) 090 47 58.     (W)   SCALED
 FF0528* NAVD 88 ORTHO HEIGHT -    76.442 (meters)      250.79  (feet) ADJUSTED
 FF0528  ______________________________________________________________________
 FF0528  GEOID HEIGHT    -        -27.136 (meters)                     GEOID18
 FF0528  DYNAMIC HEIGHT  -         76.373 (meters)      250.57  (feet) COMP
 FF0528  MODELED GRAVITY -    979,730.4   (mgal)                       NAVD 88
 FF0528
 FF0528  VERT ORDER      -  FIRST     CLASS II
 FF0528
 FF0528.The horizontal coordinates were scaled from a map and have
 FF0528.an estimated accuracy of +/- 6 seconds.
 FF0528
 FF0528.The orthometric height was determined by differential leveling and
 FF0528.adjusted by the NATIONAL GEODETIC SURVEY
 FF0528.in June 1991.
 FF0528
 FF0528.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0528.GEOID18 height accuracy estimate available here.
 FF0528
 FF0528.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU003966(NAD 83)
 FF0528
 FF0528                          SUPERSEDED SURVEY CONTROL
 FF0528
 FF0528  NGVD 29 (11/26/84)   76.411  (m)          250.69   (f) ADJUSTED    1 2
 FF0528
 FF0528.Superseded values are not recommended for survey control.
 FF0528
 FF0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0528.See file dsdata.pdf to determine how the superseded data were derived.
 FF0528
 FF0528_MARKER: DB = BENCH MARK DISK
 FF0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0528_STAMPING: K 175 1956
 FF0528_MARK LOGO: CGS
 FF0528_PROJECTION: PROJECTING 8 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH0843 ***********************************************************************
 EH0843  DESIGNATION -  K 176
 EH0843  PID         -  EH0843
 EH0843  STATE/COUNTY-  AR/LEE
 EH0843  COUNTRY     -  US
 EH0843  USGS QUAD   -  MORO (2017)
 EH0843
 EH0843                         *CURRENT SURVEY CONTROL
 EH0843  ______________________________________________________________________
 EH0843* NAD 83(1986) POSITION- 34 49 41.8    (N) 090 59 47.4    (W)   HD_HELD2
 EH0843* NAVD 88 ORTHO HEIGHT -    60.427 (meters)      198.25  (feet) ADJUSTED
 EH0843  ______________________________________________________________________
 EH0843  GEOID HEIGHT    -        -26.757 (meters)                     GEOID18
 EH0843  DYNAMIC HEIGHT  -         60.371 (meters)      198.07  (feet) COMP
 EH0843  MODELED GRAVITY -    979,720.6   (mgal)                       NAVD 88
 EH0843
 EH0843  VERT ORDER      -  FIRST     CLASS II
 EH0843
 EH0843.The horizontal coordinates were established by autonomous hand held GPS
 EH0843.observations and have an estimated accuracy of +/- 10 meters.
 EH0843
 EH0843.The orthometric height was determined by differential leveling and
 EH0843.adjusted by the NATIONAL GEODETIC SURVEY
 EH0843.in June 1991.
 EH0843
 EH0843.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0843.GEOID18 height accuracy estimate available here.
 EH0843
 EH0843.Click photographs - Photos may exist for this station.
 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     -   640,209.      491,798.      MT  (+/- 10 meters HH2 GPS)
 EH0843
 EH0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU8321655829(NAD 83)
 EH0843
 EH0843                          SUPERSEDED SURVEY CONTROL
 EH0843
 EH0843  NGVD 29 (11/26/84)   60.433  (m)          198.27   (f) ADJUSTED    1 2
 EH0843
 EH0843.Superseded values are not recommended for survey control.
 EH0843
 EH0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0843.See file dsdata.pdf to determine how the superseded data were derived.
 EH0843
 EH0843_MARKER: DB = BENCH MARK DISK
 EH0843_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EH0843_SP_SET: BOX CULVERT HEADWALL
 EH0843_STAMPING: K 176 1955
 EH0843_MARK LOGO: CGS
 EH0843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0843+STABILITY: SURFACE MOTION
 EH0843_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH0843+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2012
 EH0843
 EH0843  HISTORY     - Date     Condition        Report By
 EH0843  HISTORY     - 1955     MONUMENTED       CGS
 EH0843  HISTORY     - 20030331 GOOD             USACE
 EH0843  HISTORY     - 20120430 GOOD             ASSOEN
 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.
 EH0843
 EH0843                          STATION RECOVERY (2012)
 EH0843
 EH0843'RECOVERY NOTE BY ASSOCIATED ENGINEERING 2012 (MPM)
 EH0843'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1294 ***********************************************************************
 FF1294  DESIGNATION -  K 177 RESET
 FF1294  PID         -  FF1294
 FF1294  STATE/COUNTY-  AR/WOODRUFF
 FF1294  COUNTRY     -  US
 FF1294  USGS QUAD   -  HUNTER EAST (2017)
 FF1294
 FF1294                         *CURRENT SURVEY CONTROL
 FF1294  ______________________________________________________________________
 FF1294* NAD 83(1986) POSITION- 35 00 07.     (N) 091 07 00.     (W)   SCALED
 FF1294* NAVD 88 ORTHO HEIGHT -    62.61  (+/-2cm)      205.4   (feet) VERTCON3
 FF1294  ______________________________________________________________________
 FF1294  GEOID HEIGHT    -        -26.943 (meters)                     GEOID18
 FF1294  VERT ORDER      -  ? (See Below)
 FF1294
 FF1294.The horizontal coordinates were scaled from a 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
 FF1294.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1294.GEOID18 height accuracy estimate available here.
 FF1294
 FF1294.The vertical order pertains to the NGVD 29 superseded value.
 FF1294
 FF1294.Click photographs - Photos may exist for this station.
 FF1294
 FF1294;                    North         East    Units  Estimated Accuracy
 FF1294;SPC AR N     -    74,540.      480,630.      MT  (+/- 180 meters Scaled)
 FF1294
 FF1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU718748(NAD 83)
 FF1294
 FF1294                          SUPERSEDED SURVEY CONTROL
 FF1294
 FF1294  NGVD 29 (11/26/84)   62.598  (m)          205.37   (f) ADJUSTED       
 FF1294
 FF1294.Superseded values are not recommended for survey control.
 FF1294
 FF1294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1294.See file dsdata.pdf to determine how the superseded data were derived.
 FF1294
 FF1294_MARKER: DB = BENCH MARK DISK
 FF1294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1294_STAMPING: K 177 RESET 1958
 FF1294_MARK LOGO: CGS
 FF1294_PROJECTION: FLUSH
 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       USACE
 FF1294
 FF1294                          STATION DESCRIPTION
 FF1294
 FF1294'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1958
 FF1294'3.6 MI SOUTH FROM HUNTER.  0.1 MILE EAST ALONG A GRAVEL ROAD FROM THE
 FF1294'HIGH SCHOOL AT HUNTER, THENCE 3.5 MILES SOUTH ALONG A GRAVEL AND DIRT
 FF1294'ROAD LEADING TO WHEATLEY, AT THE WOODRUFF-ST. FRANCIS COUNTY LINE, IN
 FF1294'THE SOUTHEAST CORNER OF SECTION 32, T5N, R1W, AT AN OFFSET IN THE
 FF1294'ROAD, 40 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 FENCE
 FF1294'ROW, 20 FEET WEST OF A POWER LINE POLE, 4 FEET WEST OF A GUY WIRE AT
 FF1294'GROUND SURFACE, 3 FEET WEST OF A WITNESS POST.  A DISK STAMPED K 177
 FF1294'RESET 1958, AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE
 FF1294'GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0252 ***********************************************************************
 FF0252  DESIGNATION -  K 178
 FF0252  PID         -  FF0252
 FF0252  STATE/COUNTY-  AR/CRITTENDEN
 FF0252  COUNTRY     -  US
 FF0252  USGS QUAD   -  WEST MEMPHIS (2017)
 FF0252
 FF0252                         *CURRENT SURVEY CONTROL
 FF0252  ______________________________________________________________________
 FF0252* NAD 83(1986) POSITION- 35 07 58.     (N) 090 10 27.     (W)   SCALED
 FF0252* NAVD 88 ORTHO HEIGHT -    65.572 (meters)      215.13  (feet) ADJUSTED
 FF0252  ______________________________________________________________________
 FF0252  GEOID HEIGHT    -        -27.307 (meters)                     GEOID18
 FF0252  DYNAMIC HEIGHT  -         65.512 (meters)      214.93  (feet) COMP
 FF0252  MODELED GRAVITY -    979,731.7   (mgal)                       NAVD 88
 FF0252
 FF0252  VERT ORDER      -  FIRST     CLASS II
 FF0252
 FF0252.The horizontal coordinates were scaled from a map and have
 FF0252.an estimated accuracy of +/- 6 seconds.
 FF0252
 FF0252.The orthometric height was determined by differential leveling and
 FF0252.adjusted by the NATIONAL GEODETIC SURVEY
 FF0252.in June 1991.
 FF0252
 FF0252.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0252.GEOID18 height accuracy estimate available here.
 FF0252
 FF0252.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU574914(NAD 83)
 FF0252
 FF0252                          SUPERSEDED SURVEY CONTROL
 FF0252
 FF0252  NGVD 29 (11/26/84)   65.545  (m)          215.04   (f) ADJUSTED    1 2
 FF0252
 FF0252.Superseded values are not recommended for survey control.
 FF0252
 FF0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0252.See file dsdata.pdf to determine how the superseded data were derived.
 FF0252
 FF0252_MARKER: DB = BENCH MARK DISK
 FF0252_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FF0252_STAMPING: K 178 1956
 FF0252_MARK LOGO: CGS
 FF0252_MAGNETIC: I = MARKER IS A STEEL ROD
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0768 ***********************************************************************
 FF0768  DESIGNATION -  K 179
 FF0768  PID         -  FF0768
 FF0768  STATE/COUNTY-  AR/POINSETT
 FF0768  COUNTRY     -  US
 FF0768  USGS QUAD   -  HATCHIE COON (2017)
 FF0768
 FF0768                         *CURRENT SURVEY CONTROL
 FF0768  ______________________________________________________________________
 FF0768* NAD 83(1986) POSITION- 35 39 39.     (N) 090 29 58.     (W)   SCALED
 FF0768* NAVD 88 ORTHO HEIGHT -    67.058 (meters)      220.01  (feet) ADJUSTED
 FF0768  ______________________________________________________________________
 FF0768  GEOID HEIGHT    -        -27.828 (meters)                     GEOID18
 FF0768  DYNAMIC HEIGHT  -         67.000 (meters)      219.82  (feet) COMP
 FF0768  MODELED GRAVITY -    979,767.0   (mgal)                       NAVD 88
 FF0768
 FF0768  VERT ORDER      -  FIRST     CLASS II
 FF0768
 FF0768.The horizontal coordinates were scaled from a map and have
 FF0768.an estimated accuracy of +/- 6 seconds.
 FF0768
 FF0768.The orthometric height was determined by differential leveling and
 FF0768.adjusted by the NATIONAL GEODETIC SURVEY
 FF0768.in June 1991.
 FF0768
 FF0768.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0768.GEOID18 height accuracy estimate available here.
 FF0768
 FF0768.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV263492(NAD 83)
 FF0768
 FF0768                          SUPERSEDED SURVEY CONTROL
 FF0768
 FF0768  NGVD 29 (11/26/84)   66.978  (m)          219.74   (f) ADJUSTED    1 2
 FF0768
 FF0768.Superseded values are not recommended for survey control.
 FF0768
 FF0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0768.See file dsdata.pdf to determine how the superseded data were derived.
 FF0768
 FF0768_MARKER: DB = BENCH MARK DISK
 FF0768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0768_STAMPING: K 179 1956
 FF0768_MARK LOGO: CGS
 FF0768_PROJECTION: PROJECTING 8 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0362 ***********************************************************************
 GF0362  DESIGNATION -  K 18
 GF0362  PID         -  GF0362
 GF0362  STATE/COUNTY-  AR/BOONE
 GF0362  COUNTRY     -  US
 GF0362  USGS QUAD   -  HARRISON (2017)
 GF0362
 GF0362                         *CURRENT SURVEY CONTROL
 GF0362  ______________________________________________________________________
 GF0362* NAD 83(1986) POSITION- 36 12 09.     (N) 093 07 23.     (W)   SCALED
 GF0362* NAVD 88 ORTHO HEIGHT -   328.909 (meters)     1079.10  (feet) ADJUSTED
 GF0362  ______________________________________________________________________
 GF0362  GEOID HEIGHT    -        -28.250 (meters)                     GEOID18
 GF0362  DYNAMIC HEIGHT  -        328.614 (meters)     1078.13  (feet) COMP
 GF0362  MODELED GRAVITY -    979,726.5   (mgal)                       NAVD 88
 GF0362
 GF0362  VERT ORDER      -  SECOND    CLASS 0
 GF0362
 GF0362.The horizontal coordinates were scaled from a map and have
 GF0362.an estimated accuracy of +/- 6 seconds.
 GF0362
 GF0362.The orthometric height was determined by differential leveling and
 GF0362.adjusted by the NATIONAL GEODETIC SURVEY
 GF0362.in June 1991.
 GF0362
 GF0362.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0362.GEOID18 height accuracy estimate available here.
 GF0362
 GF0362.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA889064(NAD 83)
 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
 GF0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0362.See file dsdata.pdf to determine how the superseded data were derived.
 GF0362
 GF0362_MARKER: DB = BENCH MARK DISK
 GF0362_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GF0362_STAMPING: K 18 1932
 GF0362_MARK LOGO: CGS
 GF0362_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0362
 GF0362  HISTORY     - Date     Condition        Report By
 GF0362  HISTORY     - 1932     MONUMENTED       CGS
 GF0362  HISTORY     - 1935     GOOD             CGS
 GF0362
 GF0362                          STATION DESCRIPTION
 GF0362
 GF0362'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FF0728 ***********************************************************************
 FF0728  DESIGNATION -  K 180
 FF0728  PID         -  FF0728
 FF0728  STATE/COUNTY-  AR/CRAIGHEAD
 FF0728  COUNTRY     -  US
 FF0728  USGS QUAD   -  HERMAN (2017)
 FF0728
 FF0728                         *CURRENT SURVEY CONTROL
 FF0728  ______________________________________________________________________
 FF0728* NAD 83(1986) POSITION- 35 51 29.     (N) 090 46 11.     (W)   SCALED
 FF0728* NAVD 88 ORTHO HEIGHT -    93.567 (meters)      306.98  (feet) ADJUSTED
 FF0728  ______________________________________________________________________
 FF0728  GEOID HEIGHT    -        -27.812 (meters)                     GEOID18
 FF0728  DYNAMIC HEIGHT  -         93.488 (meters)      306.72  (feet) COMP
 FF0728  MODELED GRAVITY -    979,785.1   (mgal)                       NAVD 88
 FF0728
 FF0728  VERT ORDER      -  FIRST     CLASS II
 FF0728
 FF0728.The horizontal coordinates were scaled from a map and have
 FF0728.an estimated accuracy of +/- 6 seconds.
 FF0728
 FF0728.The orthometric height was determined by differential leveling and
 FF0728.adjusted by the NATIONAL GEODETIC SURVEY
 FF0728.in June 1991.
 FF0728
 FF0728.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0728.GEOID18 height accuracy estimate available here.
 FF0728
 FF0728.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV013705(NAD 83)
 FF0728
 FF0728                          SUPERSEDED SURVEY CONTROL
 FF0728
 FF0728  NGVD 29 (11/26/84)   93.479  (m)          306.69   (f) ADJUSTED    1 2
 FF0728
 FF0728.Superseded values are not recommended for survey control.
 FF0728
 FF0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0728.See file dsdata.pdf to determine how the superseded data were derived.
 FF0728
 FF0728_MARKER: DB = BENCH MARK DISK
 FF0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0728_STAMPING: K 180 1956
 FF0728_MARK LOGO: CGS
 FF0728_PROJECTION: PROJECTING 10 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1190 ***********************************************************************
 FF1190  DESIGNATION -  K 181
 FF1190  PID         -  FF1190
 FF1190  STATE/COUNTY-  AR/CROSS
 FF1190  COUNTRY     -  US
 FF1190  USGS QUAD   -  TILTON (2017)
 FF1190
 FF1190                         *CURRENT SURVEY CONTROL
 FF1190  ______________________________________________________________________
 FF1190* NAD 83(1986) POSITION- 35 21 13.     (N) 091 00 25.     (W)   SCALED
 FF1190* NAVD 88 ORTHO HEIGHT -    68.400 (meters)      224.41  (feet) ADJUSTED
 FF1190  ______________________________________________________________________
 FF1190  GEOID HEIGHT    -        -27.351 (meters)                     GEOID18
 FF1190  DYNAMIC HEIGHT  -         68.339 (meters)      224.21  (feet) COMP
 FF1190  MODELED GRAVITY -    979,745.8   (mgal)                       NAVD 88
 FF1190
 FF1190  VERT ORDER      -  FIRST     CLASS II
 FF1190
 FF1190.The horizontal coordinates were scaled from a map and have
 FF1190.an estimated accuracy of +/- 6 seconds.
 FF1190
 FF1190.The orthometric height was determined by differential leveling and
 FF1190.adjusted by the NATIONAL GEODETIC SURVEY
 FF1190.in June 1991.
 FF1190
 FF1190.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1190.GEOID18 height accuracy estimate available here.
 FF1190
 FF1190.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV810140(NAD 83)
 FF1190
 FF1190                          SUPERSEDED SURVEY CONTROL
 FF1190
 FF1190  NGVD 29 (11/26/84)   68.356  (m)          224.26   (f) ADJUSTED    1 2
 FF1190
 FF1190.Superseded values are not recommended for survey control.
 FF1190
 FF1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1190.See file dsdata.pdf to determine how the superseded data were derived.
 FF1190
 FF1190_MARKER: DB = BENCH MARK DISK
 FF1190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1190_STAMPING: K 181 1956
 FF1190_MARK LOGO: CGS
 FF1190_PROJECTION: PROJECTING 8 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0798 ***********************************************************************
 FF0798  DESIGNATION -  K 182
 FF0798  PID         -  FF0798
 FF0798  STATE/COUNTY-  AR/POINSETT
 FF0798  COUNTRY     -  US
 FF0798  USGS QUAD   -  HARRISBURG (2017)
 FF0798
 FF0798                         *CURRENT SURVEY CONTROL
 FF0798  ______________________________________________________________________
 FF0798* NAD 83(1986) POSITION- 35 31 48.2    (N) 090 43 26.4    (W)   HD_HELD2
 FF0798* NAVD 88 ORTHO HEIGHT -    86.047 (meters)      282.31  (feet) ADJUSTED
 FF0798  ______________________________________________________________________
 FF0798  GEOID HEIGHT    -        -27.576 (meters)                     GEOID18
 FF0798  DYNAMIC HEIGHT  -         85.971 (meters)      282.06  (feet) COMP
 FF0798  MODELED GRAVITY -    979,753.8   (mgal)                       NAVD 88
 FF0798
 FF0798  VERT ORDER      -  FIRST     CLASS II
 FF0798
 FF0798.The horizontal coordinates were established by autonomous hand held GPS
 FF0798.observations and have an estimated accuracy of +/- 10 meters.
 FF0798
 FF0798.The orthometric height was determined by differential leveling and
 FF0798.adjusted by the NATIONAL GEODETIC SURVEY
 FF0798.in June 1991.
 FF0798
 FF0798.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0798.GEOID18 height accuracy estimate available here.
 FF0798
 FF0798.Click photographs - Photos may exist for this station.
 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     -   133,516.      515,717.      MT  (+/- 10 meters HH2 GPS)
 FF0798
 FF0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV0635834209(NAD 83)
 FF0798
 FF0798                          SUPERSEDED SURVEY CONTROL
 FF0798
 FF0798  NGVD 29 (11/26/84)   85.990  (m)          282.12   (f) ADJUSTED    1 2
 FF0798
 FF0798.Superseded values are not recommended for survey control.
 FF0798
 FF0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0798.See file dsdata.pdf to determine how the superseded data were derived.
 FF0798
 FF0798_MARKER: DB = BENCH MARK DISK
 FF0798_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FF0798_SP_SET: BOX CULVERT
 FF0798_STAMPING: K 182 1956
 FF0798_MARK LOGO: CGS
 FF0798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0798+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0859 ***********************************************************************
 FF0859  DESIGNATION -  K 183
 FF0859  PID         -  FF0859
 FF0859  STATE/COUNTY-  AR/CRAIGHEAD
 FF0859  COUNTRY     -  US
 FF0859  USGS QUAD   -  HERMAN (2017)
 FF0859
 FF0859                         *CURRENT SURVEY CONTROL
 FF0859  ______________________________________________________________________
 FF0859* NAD 83(1986) POSITION- 35 46 38.     (N) 090 48 59.     (W)   SCALED
 FF0859* NAVD 88 ORTHO HEIGHT -    76.684 (meters)      251.59  (feet) ADJUSTED
 FF0859  ______________________________________________________________________
 FF0859  GEOID HEIGHT    -        -27.754 (meters)                     GEOID18
 FF0859  DYNAMIC HEIGHT  -         76.619 (meters)      251.37  (feet) COMP
 FF0859  MODELED GRAVITY -    979,781.7   (mgal)                       NAVD 88
 FF0859
 FF0859  VERT ORDER      -  FIRST     CLASS II
 FF0859
 FF0859.The horizontal coordinates were scaled from a map and have
 FF0859.an estimated accuracy of +/- 6 seconds.
 FF0859
 FF0859.The orthometric height was determined by differential leveling and
 FF0859.adjusted by the NATIONAL GEODETIC SURVEY
 FF0859.in June 1991.
 FF0859
 FF0859.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0859.GEOID18 height accuracy estimate available here.
 FF0859
 FF0859.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV973614(NAD 83)
 FF0859
 FF0859                          SUPERSEDED SURVEY CONTROL
 FF0859
 FF0859  NGVD 29 (11/26/84)   76.608  (m)          251.34   (f) ADJUSTED    1 2
 FF0859
 FF0859.Superseded values are not recommended for survey control.
 FF0859
 FF0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0859.See file dsdata.pdf to determine how the superseded data were derived.
 FF0859
 FF0859_MARKER: DB = BENCH MARK DISK
 FF0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0859_STAMPING: K 183 1956
 FF0859_MARK LOGO: CGS
 FF0859_PROJECTION: FLUSH
 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 - November 29, 2010
 FF0859
 FF0859  HISTORY     - Date     Condition        Report By
 FF0859  HISTORY     - 1956     MONUMENTED       CGS
 FF0859  HISTORY     - 20020826 GOOD             USACE
 FF0859  HISTORY     - 20101129 GOOD             ASSOEN
 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.
 FF0859
 FF0859                          STATION RECOVERY (2010)
 FF0859
 FF0859'RECOVERY NOTE BY ASSOCIATED ENGINEERING 2010 (MPM)
 FF0859'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0095 ***********************************************************************
 FF0095  DESIGNATION -  K 184
 FF0095  PID         -  FF0095
 FF0095  STATE/COUNTY-  AR/CRAIGHEAD
 FF0095  COUNTRY     -  US
 FF0095  USGS QUAD   -  LAKE CITY (2017)
 FF0095
 FF0095                         *CURRENT SURVEY CONTROL
 FF0095  ______________________________________________________________________
 FF0095* NAD 83(1986) POSITION- 35 50 02.     (N) 090 23 25.     (W)   SCALED
 FF0095* NAVD 88 ORTHO HEIGHT -    69.691 (meters)      228.64  (feet) POSTED
 FF0095  ______________________________________________________________________
 FF0095  GEOID HEIGHT    -        -28.030 (meters)                     GEOID18
 FF0095  DYNAMIC HEIGHT  -         69.63  (meters)      228.4   (feet) COMP
 FF0095  MODELED GRAVITY -    979,779.5   (mgal)                       NAVD 88
 FF0095
 FF0095  VERT ORDER      -  * POSTED, SEE BELOW
 FF0095
 FF0095.The horizontal coordinates were scaled from a 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
 FF0095.* This is a POSTED BENCH MARK height.
 FF0095
 FF0095.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0095.GEOID18 height accuracy estimate available here.
 FF0095
 FF0095.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV357686(NAD 83)
 FF0095
 FF0095                          SUPERSEDED SURVEY CONTROL
 FF0095
 FF0095  NGVD 29 (11/26/84)   69.649  (m)          228.51   (f) ADJUSTED    1 2
 FF0095
 FF0095.Superseded values are not recommended for survey control.
 FF0095
 FF0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0095.See file dsdata.pdf to determine how the superseded data were derived.
 FF0095
 FF0095_MARKER: DB = BENCH MARK DISK
 FF0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0095_STAMPING: K 184 1956
 FF0095_MARK LOGO: CGS
 FF0095_PROJECTION: PROJECTING 8 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0029 ***********************************************************************
 FF0029  HT_MOD      -  This is a Height Modernization Survey Station.
 FF0029  DESIGNATION -  K 185
 FF0029  PID         -  FF0029
 FF0029  STATE/COUNTY-  AR/MISSISSIPPI
 FF0029  COUNTRY     -  US
 FF0029  USGS QUAD   -  DELL (2017)
 FF0029
 FF0029                         *CURRENT SURVEY CONTROL
 FF0029  ______________________________________________________________________
 FF0029* NAD 83(2011) POSITION- 35 52 11.44641(N) 090 00 51.97765(W)   ADJUSTED
 FF0029* NAD 83(2011) ELLIP HT-    45.539 (meters)        (06/27/12)   ADJUSTED
 FF0029* NAD 83(2011) EPOCH   -  2010.00
 FF0029* NAVD 88 ORTHO HEIGHT -    73.53  (meters)      241.2   (feet) GPS OBS
 FF0029  ______________________________________________________________________
 FF0029  NAVD 88 orthometric height was determined with geoid model    GEOID03
 FF0029  GEOID HEIGHT    -        -27.943 (meters)                     GEOID03
 FF0029  GEOID HEIGHT    -        -27.979 (meters)                     GEOID18
 FF0029  NAD 83(2011) X  -     -1,303.950 (meters)                     COMP
 FF0029  NAD 83(2011) Y  - -5,174,510.784 (meters)                     COMP
 FF0029  NAD 83(2011) Z  -  3,716,525.248 (meters)                     COMP
 FF0029  LAPLACE CORR    -          0.11  (seconds)                    DEFLEC18
 FF0029
 FF0029  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FF0029  Standards:
 FF0029         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FF0029            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FF0029  -------------------------------------------------------------------
 FF0029  NETWORK    0.93   1.22           0.42   0.33   0.62     -0.02296073
 FF0029  -------------------------------------------------------------------
 FF0029  Click here for local accuracies and other accuracy information.
 FF0029
 FF0029.The horizontal coordinates were established by GPS observations
 FF0029.and adjusted by the National Geodetic Survey in June 2012.
 FF0029
 FF0029.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FF0029.been affixed to the stable North American tectonic plate. See 
 FF0029.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FF0029
 FF0029.The horizontal coordinates are valid at the epoch date displayed above
 FF0029.which is a decimal equivalence of Year/Month/Day.
 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.
 FF0029
 FF0029.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0029.GEOID18 height accuracy estimate available here.
 FF0029
 FF0029.Click photographs - Photos may exist for this station.
 FF0029
 FF0029.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF0029
 FF0029.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF0029
 FF0029.The ellipsoidal height was determined by GPS observations
 FF0029.and is referenced to NAD 83.
 FF0029
 FF0029. The following values were computed from the NAD 83(2011) position.
 FF0029
 FF0029;                    North         East     Units Scale Factor Converg.
 FF0029;SPC AR N     -   172,272.535   579,297.858   MT  0.99994832   +1 09 19.4
 FF0029;SPC AR N     -   565,197.48  1,900,579.72   sFT  0.99994832   +1 09 19.4
 FF0029;UTM  15      - 3,973,630.010   769,561.576   MT  1.00049547   +1 45 01.6
 FF0029;UTM  16      - 3,973,710.096   227,830.457   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  =   1.00048832
 FF0029!UTM  16      -   0.99999285  x   1.00051289  =   1.00050574
 FF0029
 FF0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6956173630(NAD 83)
 FF0029
 FF0029                          SUPERSEDED SURVEY CONTROL
 FF0029
 FF0029  NAD 83(2007)-  35 52 11.44645(N)    090 00 51.97862(W) AD(2002.00) 0
 FF0029  ELLIP H (02/10/07)   45.564  (m)                       GP(2002.00)    
 FF0029  NAD 83(1997)-  35 52 11.44603(N)    090 00 51.97889(W) AD(       ) 1
 FF0029  ELLIP H (05/31/05)   45.572  (m)                       GP(       ) 4 2
 FF0029  NAVD 88 (06/15/91)   73.500  (m)          241.14   (f) ADJUSTED    1 2
 FF0029  NGVD 29 (11/26/84)   73.467  (m)          241.03   (f) ADJUSTED    1 2
 FF0029
 FF0029.Superseded values are not recommended for survey control.
 FF0029
 FF0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0029.See file dsdata.pdf to determine how the superseded data were derived.
 FF0029
 FF0029_MARKER: DB = BENCH MARK DISK
 FF0029_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FF0029_SP_SET: CULVERT
 FF0029_STAMPING: K 185 1956
 FF0029_MARK LOGO: CGS
 FF0029_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0029+STABILITY: SURFACE MOTION
 FF0029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0029+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2007
 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  HISTORY     - 20070710 GOOD             USACE
 FF0029  HISTORY     - 20110711 MARK NOT FOUND   USACEM
 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.
 FF0029
 FF0029                          STATION RECOVERY (2007)
 FF0029
 FF0029'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2007 (JMH)
 FF0029'RECOVERED IN GOOD CONDITION.
 FF0029
 FF0029                          STATION RECOVERY (2011)
 FF0029
 FF0029'RECOVERY NOTE BY COE MEMPHIS 2011 (SRW)
 FF0029'MARK NOT FOUND. LIKELY DESTROYED DUE TO THE WIDENING OF HWY 18.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0102 ***********************************************************************
 FF0102  DESIGNATION -  K 186
 FF0102  PID         -  FF0102
 FF0102  STATE/COUNTY-  AR/CRAIGHEAD
 FF0102  COUNTRY     -  US
 FF0102  USGS QUAD   -  LAKE CITY (2017)
 FF0102
 FF0102                         *CURRENT SURVEY CONTROL
 FF0102  ______________________________________________________________________
 FF0102* NAD 83(1986) POSITION- 35 49 02.     (N) 090 26 10.     (W)   SCALED
 FF0102* NAVD 88 ORTHO HEIGHT -    69.684 (meters)      228.62  (feet) POSTED
 FF0102  ______________________________________________________________________
 FF0102  GEOID HEIGHT    -        -27.999 (meters)                     GEOID18
 FF0102  DYNAMIC HEIGHT  -         69.62  (meters)      228.4   (feet) COMP
 FF0102  MODELED GRAVITY -    979,779.4   (mgal)                       NAVD 88
 FF0102
 FF0102  VERT ORDER      -  * POSTED, SEE BELOW
 FF0102
 FF0102.The horizontal coordinates were scaled from a 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
 FF0102.* This is a POSTED BENCH MARK height.
 FF0102
 FF0102.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0102.GEOID18 height accuracy estimate available here.
 FF0102
 FF0102.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV316667(NAD 83)
 FF0102
 FF0102                          SUPERSEDED SURVEY CONTROL
 FF0102
 FF0102  NGVD 29 (11/26/84)   69.633  (m)          228.45   (f) ADJUSTED    1 2
 FF0102
 FF0102.Superseded values are not recommended for survey control.
 FF0102
 FF0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0102.See file dsdata.pdf to determine how the superseded data were derived.
 FF0102
 FF0102_MARKER: DB = BENCH MARK DISK
 FF0102_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FF0102_STAMPING: K 186 1956
 FF0102_MARK LOGO: CGS
 FF0102_MAGNETIC: I = MARKER IS A STEEL ROD
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0156 ***********************************************************************
 GE0156  DESIGNATION -  K 187
 GE0156  PID         -  GE0156
 GE0156  STATE/COUNTY-  AR/GREENE
 GE0156  COUNTRY     -  US
 GE0156  USGS QUAD   -  PARAGOULD EAST (2017)
 GE0156
 GE0156                         *CURRENT SURVEY CONTROL
 GE0156  ______________________________________________________________________
 GE0156* NAD 83(2011) POSITION- 36 02 35.23619(N) 090 29 08.43936(W)   ADJUSTED
 GE0156* NAD 83(2011) ELLIP HT-    52.204 (meters)        (06/27/12)   ADJUSTED
 GE0156* NAD 83(2011) EPOCH   -  2010.00
 GE0156* NAVD 88 ORTHO HEIGHT -    80.440 (meters)      263.91  (feet) ADJUSTED
 GE0156  ______________________________________________________________________
 GE0156  GEOID HEIGHT    -        -28.221 (meters)                     GEOID18
 GE0156  NAD 83(2011) X  -    -43,766.465 (meters)                     COMP
 GE0156  NAD 83(2011) Y  - -5,163,041.659 (meters)                     COMP
 GE0156  NAD 83(2011) Z  -  3,732,092.236 (meters)                     COMP
 GE0156  LAPLACE CORR    -         -1.05  (seconds)                    DEFLEC18
 GE0156  DYNAMIC HEIGHT  -         80.372 (meters)      263.69  (feet) COMP
 GE0156  MODELED GRAVITY -    979,792.8   (mgal)                       NAVD 88
 GE0156
 GE0156  VERT ORDER      -  FIRST     CLASS II
 GE0156
 GE0156  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GE0156  Standards:
 GE0156         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GE0156            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GE0156  -------------------------------------------------------------------
 GE0156  NETWORK    1.29   1.71           0.54   0.51   0.87     -0.16305013
 GE0156  -------------------------------------------------------------------
 GE0156  Click here for local accuracies and other accuracy information.
 GE0156
 GE0156.The horizontal coordinates were established by GPS observations
 GE0156.and adjusted by the National Geodetic Survey in June 2012.
 GE0156
 GE0156.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GE0156.been affixed to the stable North American tectonic plate. See 
 GE0156.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GE0156
 GE0156.The horizontal coordinates are valid at the epoch date displayed above
 GE0156.which is a decimal equivalence of Year/Month/Day.
 GE0156
 GE0156.The orthometric height was determined by differential leveling and
 GE0156.adjusted by the NATIONAL GEODETIC SURVEY
 GE0156.in June 1991.
 GE0156
 GE0156.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0156.GEOID18 height accuracy estimate available here.
 GE0156
 GE0156.Click photographs - Photos may exist for this station.
 GE0156
 GE0156.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GE0156
 GE0156.The Laplace correction was computed from DEFLEC18 derived deflections.
 GE0156
 GE0156.The ellipsoidal height was determined by GPS observations
 GE0156.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 GE0156
 GE0156;                    North         East     Units Scale Factor Converg.
 GE0156;SPC AR N     -   190,739.427   536,452.767   MT  0.99996793   +0 52 52.3
 GE0156;SPC AR N     -   625,784.27  1,760,012.12   sFT  0.99996793   +0 52 52.3
 GE0156;UTM  15      - 3,991,656.632   726,509.025   MT  1.00023223   +1 28 48.1
 GE0156
 GE0156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0156!SPC AR N     -   0.99999181  x   0.99996793  =   0.99995974
 GE0156!UTM  15      -   0.99999181  x   1.00023223  =   1.00022403
 GE0156
 GE0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV2650991656(NAD 83)
 GE0156
 GE0156                          SUPERSEDED SURVEY CONTROL
 GE0156
 GE0156  NAD 83(2007)-  36 02 35.23621(N)    090 29 08.44040(W) AD(2002.00) 0
 GE0156  ELLIP H (02/10/07)   52.222  (m)                       GP(2002.00)    
 GE0156  NAD 83(1997)-  36 02 35.23617(N)    090 29 08.44017(W) AD(       ) B
 GE0156  ELLIP H (04/05/04)   52.218  (m)                       GP(       ) 3 2
 GE0156  NAVD 88              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
 GE0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0156.See file dsdata.pdf to determine how the superseded data were derived.
 GE0156
 GE0156_MARKER: DB = BENCH MARK DISK
 GE0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0156_STAMPING: K 187 1956
 GE0156_MARK LOGO: CGS
 GE0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0156+STABILITY: SURFACE MOTION
 GE0156_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GE0156+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2008
 GE0156
 GE0156  HISTORY     - Date     Condition        Report By
 GE0156  HISTORY     - 1956     MONUMENTED       CGS
 GE0156  HISTORY     - 20020319 GOOD             USACE
 GE0156  HISTORY     - 20081021 GOOD             ARHD
 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.
 GE0156
 GE0156                          STATION RECOVERY (2008)
 GE0156
 GE0156'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2008 (WDA)
 GE0156'EAST 39.8 FEET OF A CHAINLINK FENCE CORNER
 GE0156'NORTHEAST 73.7 FEET OF NORTHEAST CORNER OF 1 STORY BRICK HOUSE
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GE0080 ***********************************************************************
 GE0080  DESIGNATION -  K 188
 GE0080  PID         -  GE0080
 GE0080  STATE/COUNTY-  AR/CLAY
 GE0080  COUNTRY     -  US
 GE0080  USGS QUAD   -  RECTOR (2017)
 GE0080
 GE0080                         *CURRENT SURVEY CONTROL
 GE0080  ______________________________________________________________________
 GE0080* NAD 83(1986) POSITION- 36 18 11.     (N) 090 15 02.     (W)   SCALED
 GE0080* NAVD 88 ORTHO HEIGHT -    85.845 (meters)      281.64  (feet) ADJUSTED
 GE0080  ______________________________________________________________________
 GE0080  GEOID HEIGHT    -        -28.522 (meters)                     GEOID18
 GE0080  DYNAMIC HEIGHT  -         85.775 (meters)      281.41  (feet) COMP
 GE0080  MODELED GRAVITY -    979,812.6   (mgal)                       NAVD 88
 GE0080
 GE0080  VERT ORDER      -  FIRST     CLASS II
 GE0080
 GE0080.The horizontal coordinates were scaled from a map and have
 GE0080.an estimated accuracy of +/- 6 seconds.
 GE0080
 GE0080.The orthometric height was determined by differential leveling and
 GE0080.adjusted by the NATIONAL GEODETIC SURVEY
 GE0080.in June 1991.
 GE0080
 GE0080.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0080.GEOID18 height accuracy estimate available here.
 GE0080
 GE0080.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA468210(NAD 83)
 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
 GE0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0080.See file dsdata.pdf to determine how the superseded data were derived.
 GE0080
 GE0080_MARKER: DB = BENCH MARK DISK
 GE0080_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GE0080_SP_SET: BOX CULVERT HEADWALL
 GE0080_STAMPING: K 188 1956
 GE0080_MARK LOGO: CGS
 GE0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0080+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FE1848 ***********************************************************************
 FE1848  DESIGNATION -  K 189
 FE1848  PID         -  FE1848
 FE1848  STATE/COUNTY-  AR/MISSISSIPPI
 FE1848  COUNTRY     -  US
 FE1848  USGS QUAD   -  BLYTHEVILLE (2017)
 FE1848
 FE1848                         *CURRENT SURVEY CONTROL
 FE1848  ______________________________________________________________________
 FE1848* NAD 83(2011) POSITION- 35 57 37.46159(N) 089 57 00.52947(W)   ADJUSTED
 FE1848* NAD 83(2011) ELLIP HT-    48.603 (meters)        (06/27/12)   ADJUSTED
 FE1848* NAD 83(2011) EPOCH   -  2010.00
 FE1848* NAVD 88 ORTHO HEIGHT -    76.788 (meters)      251.93  (feet) ADJUSTED
 FE1848  ______________________________________________________________________
 FE1848  GEOID HEIGHT    -        -28.178 (meters)                     GEOID18
 FE1848  NAD 83(2011) X  -      4,497.203 (meters)                     COMP
 FE1848  NAD 83(2011) Y  - -5,168,617.248 (meters)                     COMP
 FE1848  NAD 83(2011) Z  -  3,724,665.073 (meters)                     COMP
 FE1848  LAPLACE CORR    -         -0.10  (seconds)                    DEFLEC18
 FE1848  DYNAMIC HEIGHT  -         76.723 (meters)      251.72  (feet) COMP
 FE1848  MODELED GRAVITY -    979,791.4   (mgal)                       NAVD 88
 FE1848
 FE1848  VERT ORDER      -  FIRST     CLASS II
 FE1848
 FE1848  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FE1848  Standards:
 FE1848         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FE1848            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FE1848  -------------------------------------------------------------------
 FE1848  NETWORK    0.66   1.22           0.29   0.25   0.62     -0.04257504
 FE1848  -------------------------------------------------------------------
 FE1848  Click here for local accuracies and other accuracy information.
 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 June 2012.
 FE1848
 FE1848.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FE1848.been affixed to the stable North American tectonic plate. See 
 FE1848.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FE1848
 FE1848.The horizontal coordinates are valid at the epoch date displayed above
 FE1848.which is a decimal equivalence of Year/Month/Day.
 FE1848
 FE1848.The orthometric height was determined by differential leveling and
 FE1848.adjusted by the NATIONAL GEODETIC SURVEY
 FE1848.in June 1991.
 FE1848
 FE1848.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE1848.GEOID18 height accuracy estimate available here.
 FE1848
 FE1848.Click photographs - Photos may exist for this station.
 FE1848
 FE1848.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE1848
 FE1848.The Laplace correction was computed from DEFLEC18 derived deflections.
 FE1848
 FE1848.The ellipsoidal height was determined by GPS observations
 FE1848.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 FE1848
 FE1848;                    North         East     Units Scale Factor Converg.
 FE1848;SPC AR N     -   182,437.129   584,893.413   MT  0.99995743   +1 11 34.1
 FE1848;SPC AR N     -   598,545.81  1,918,937.81   sFT  0.99995743   +1 11 34.1
 FE1848;UTM  16      - 3,983,581.291   233,940.622   MT  1.00047234   -1 44 00.3
 FE1848;UTM  15      - 3,983,858.104   775,053.974   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  =   1.00046471
 FE1848!UTM  15      -   0.99999237  x   1.00053232  =   1.00052469
 FE1848
 FE1848_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3394083581(NAD 83)
 FE1848
 FE1848                          SUPERSEDED SURVEY CONTROL
 FE1848
 FE1848  NAD 83(2007)-  35 57 37.46164(N)    089 57 00.53040(W) AD(2002.00) 0
 FE1848  ELLIP H (02/10/07)   48.632  (m)                       GP(2002.00)    
 FE1848  NAD 83(1997)-  35 57 37.46142(N)    089 57 00.52953(W) AD(       ) 1
 FE1848  ELLIP H (04/05/04)   48.627  (m)                       GP(       ) 4 2
 FE1848  NAVD 88              76.79   (m)          251.9    (f) LEVELING    3  
 FE1848  NGVD 29 (11/26/84)   76.739  (m)          251.77   (f) ADJUSTED    1 2
 FE1848
 FE1848.Superseded values are not recommended for survey control.
 FE1848
 FE1848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1848.See file dsdata.pdf to determine how the superseded data were derived.
 FE1848
 FE1848_MARKER: DB = BENCH MARK DISK
 FE1848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1848_STAMPING: K 189 1956
 FE1848_MARK LOGO: CGS
 FE1848_PROJECTION: FLUSH
 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 23, 2024
 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  HISTORY     - 20240723 GOOD             ARHD
 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
 FE1848
 FE1848                          STATION RECOVERY (2024)
 FE1848
 FE1848'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (JDH)
 FE1848'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0855 ***********************************************************************
 FG0855  DESIGNATION -  K 19
 FG0855  PID         -  FG0855
 FG0855  STATE/COUNTY-  AR/JOHNSON
 FG0855  COUNTRY     -  US
 FG0855  USGS QUAD   -  LUDWIG (2017)
 FG0855
 FG0855                         *CURRENT SURVEY CONTROL
 FG0855  ______________________________________________________________________
 FG0855* NAD 83(1986) POSITION- 35 35 08.9    (N) 093 26 16.1    (W)   HD_HELD2
 FG0855* NAVD 88 ORTHO HEIGHT -   502.977 (meters)     1650.18  (feet) ADJUSTED
 FG0855  ______________________________________________________________________
 FG0855  GEOID HEIGHT    -        -28.569 (meters)                     GEOID18
 FG0855  DYNAMIC HEIGHT  -        502.499 (meters)     1648.62  (feet) COMP
 FG0855  MODELED GRAVITY -    979,666.6   (mgal)                       NAVD 88
 FG0855
 FG0855  VERT ORDER      -  SECOND    CLASS 0
 FG0855
 FG0855.The horizontal coordinates were established by autonomous hand held GPS
 FG0855.observations and have an estimated accuracy of +/- 10 meters.
 FG0855
 FG0855.The orthometric height was determined by differential leveling and
 FG0855.adjusted by the NATIONAL GEODETIC SURVEY
 FG0855.in June 1991.
 FG0855
 FG0855.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0855.GEOID18 height accuracy estimate available here.
 FG0855
 FG0855.Click photographs - Photos may exist for this station.
 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     -   139,902.      269,701.      MT  (+/- 10 meters HH2 GPS)
 FG0855
 FG0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV6033638098(NAD 83)
 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
 FG0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0855.See file dsdata.pdf to determine how the superseded data were derived.
 FG0855
 FG0855_MARKER: DB = BENCH MARK DISK
 FG0855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0855_STAMPING: 1650.108 K 19 1932
 FG0855_MARK LOGO: CGS
 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             CGS
 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 COAST AND GEODETIC SURVEY 1935
 FG0855'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GE0221 ***********************************************************************
 GE0221  DESIGNATION -  K 190
 GE0221  PID         -  GE0221
 GE0221  STATE/COUNTY-  AR/CLAY
 GE0221  COUNTRY     -  US
 GE0221  USGS QUAD   -  KNOBEL (2017)
 GE0221
 GE0221                         *CURRENT SURVEY CONTROL
 GE0221  ______________________________________________________________________
 GE0221* NAD 83(1986) POSITION- 36 17 31.     (N) 090 35 16.     (W)   SCALED
 GE0221* NAVD 88 ORTHO HEIGHT -    85.417 (meters)      280.24  (feet) ADJUSTED
 GE0221  ______________________________________________________________________
 GE0221  GEOID HEIGHT    -        -28.455 (meters)                     GEOID18
 GE0221  DYNAMIC HEIGHT  -         85.348 (meters)      280.01  (feet) COMP
 GE0221  MODELED GRAVITY -    979,822.1   (mgal)                       NAVD 88
 GE0221
 GE0221  VERT ORDER      -  FIRST     CLASS II
 GE0221
 GE0221.The horizontal coordinates were scaled from a map and have
 GE0221.an estimated accuracy of +/- 6 seconds.
 GE0221
 GE0221.The orthometric height was determined by differential leveling and
 GE0221.adjusted by the NATIONAL GEODETIC SURVEY
 GE0221.in June 1991.
 GE0221
 GE0221.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0221.GEOID18 height accuracy estimate available here.
 GE0221
 GE0221.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA166190(NAD 83)
 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
 GE0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0221.See file dsdata.pdf to determine how the superseded data were derived.
 GE0221
 GE0221_MARKER: DB = BENCH MARK DISK
 GE0221_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GE0221_SP_SET: ABUTMENT
 GE0221_STAMPING: K 190 1956
 GE0221_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 DL0385 ***********************************************************************
 DL0385  DESIGNATION -  K 192 X
 DL0385  PID         -  DL0385
 DL0385  STATE/COUNTY-  AR/CLARK
 DL0385  COUNTRY     -  US
 DL0385  USGS QUAD   -  CURTIS (2017)
 DL0385
 DL0385                         *CURRENT SURVEY CONTROL
 DL0385  ______________________________________________________________________
 DL0385* NAD 83(1986) POSITION- 33 58 38.     (N) 093 06 23.     (W)   SCALED
 DL0385* NAVD 88 ORTHO HEIGHT -    53.085 (meters)      174.16  (feet) ADJUSTED
 DL0385  ______________________________________________________________________
 DL0385  GEOID HEIGHT    -        -26.735 (meters)                     GEOID18
 DL0385  DYNAMIC HEIGHT  -         53.032 (meters)      173.99  (feet) COMP
 DL0385  MODELED GRAVITY -    979,629.0   (mgal)                       NAVD 88
 DL0385
 DL0385  VERT ORDER      -  FIRST     CLASS II
 DL0385
 DL0385.The horizontal coordinates were scaled from a map and have
 DL0385.an estimated accuracy of +/- 6 seconds.
 DL0385
 DL0385.The orthometric height was determined by differential leveling and
 DL0385.adjusted by the NATIONAL GEODETIC SURVEY
 DL0385.in June 1991.
 DL0385
 DL0385.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0385.GEOID18 height accuracy estimate available here.
 DL0385
 DL0385.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT901596(NAD 83)
 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
 DL0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0385.See file dsdata.pdf to determine how the superseded data were derived.
 DL0385
 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_MARK LOGO: CGS
 DL0385_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0385
 DL0385  HISTORY     - Date     Condition        Report By
 DL0385  HISTORY     - 1959     MONUMENTED       CGS
 DL0385
 DL0385                          STATION DESCRIPTION
 DL0385
 DL0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 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 = MARCH 20, 2026 22:17:28 EDT
 DL0308 ***********************************************************************
 DL0308  DESIGNATION -  K 193 X
 DL0308  PID         -  DL0308
 DL0308  STATE/COUNTY-  AR/OUACHITA
 DL0308  COUNTRY     -  US
 DL0308  USGS QUAD   -  BRAGG CITY (2017)
 DL0308
 DL0308                         *CURRENT SURVEY CONTROL
 DL0308  ______________________________________________________________________
 DL0308* NAD 83(1986) POSITION- 33 37 46.     (N) 092 53 41.     (W)   SCALED
 DL0308* NAVD 88 ORTHO HEIGHT -    34.391 (meters)      112.83  (feet) ADJUSTED
 DL0308  ______________________________________________________________________
 DL0308  GEOID HEIGHT    -        -26.346 (meters)                     GEOID18
 DL0308  DYNAMIC HEIGHT  -         34.356 (meters)      112.72  (feet) COMP
 DL0308  MODELED GRAVITY -    979,606.1   (mgal)                       NAVD 88
 DL0308
 DL0308  VERT ORDER      -  FIRST     CLASS II
 DL0308
 DL0308.The horizontal coordinates were scaled from a map and have
 DL0308.an estimated accuracy of +/- 6 seconds.
 DL0308
 DL0308.The orthometric height was determined by differential leveling and
 DL0308.adjusted by the NATIONAL GEODETIC SURVEY
 DL0308.in June 1991.
 DL0308
 DL0308.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0308.GEOID18 height accuracy estimate available here.
 DL0308
 DL0308.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT097210(NAD 83)
 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
 DL0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0308.See file dsdata.pdf to determine how the superseded data were derived.
 DL0308
 DL0308_MARKER: DB = BENCH MARK DISK
 DL0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0308_STAMPING: K 193 X 1959
 DL0308_MARK LOGO: CGS
 DL0308_PROJECTION: PROJECTING 18 CENTIMETERS
 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             CGS
 DL0308  HISTORY     - 1964     GOOD             CGS
 DL0308
 DL0308                          STATION DESCRIPTION
 DL0308
 DL0308'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1964
 DL0308'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0328 ***********************************************************************
 DL0328  DESIGNATION -  K 196
 DL0328  PID         -  DL0328
 DL0328  STATE/COUNTY-  AR/OUACHITA
 DL0328  COUNTRY     -  US
 DL0328  USGS QUAD   -  CAMDEN (2017)
 DL0328
 DL0328                         *CURRENT SURVEY CONTROL
 DL0328  ______________________________________________________________________
 DL0328* NAD 83(1986) POSITION- 33 32 09.     (N) 092 48 52.     (W)   SCALED
 DL0328* NAVD 88 ORTHO HEIGHT -    38.299 (meters)      125.65  (feet) ADJUSTED
 DL0328  ______________________________________________________________________
 DL0328  GEOID HEIGHT    -        -26.281 (meters)                     GEOID18
 DL0328  DYNAMIC HEIGHT  -         38.259 (meters)      125.52  (feet) COMP
 DL0328  MODELED GRAVITY -    979,599.9   (mgal)                       NAVD 88
 DL0328
 DL0328  VERT ORDER      -  FIRST     CLASS II
 DL0328
 DL0328.The horizontal coordinates were scaled from a map and have
 DL0328.an estimated accuracy of +/- 6 seconds.
 DL0328
 DL0328.The orthometric height was determined by differential leveling and
 DL0328.adjusted by the NATIONAL GEODETIC SURVEY
 DL0328.in June 1991.
 DL0328
 DL0328.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0328.GEOID18 height accuracy estimate available here.
 DL0328
 DL0328.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT172107(NAD 83)
 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
 DL0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0328.See file dsdata.pdf to determine how the superseded data were derived.
 DL0328
 DL0328_MARKER: DB = BENCH MARK DISK
 DL0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0328_STAMPING: K 196 1960
 DL0328_MARK LOGO: CGS
 DL0328_PROJECTION: PROJECTING 15 CENTIMETERS
 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             CGS
 DL0328  HISTORY     - 20090602 MARK NOT FOUND   ARHD
 DL0328  HISTORY     - 20090610 MARK NOT FOUND   ARHD
 DL0328  HISTORY     - 20130708 MARK NOT FOUND   ARHD
 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 COAST AND GEODETIC SURVEY 1964
 DL0328'RECOVERED IN GOOD CONDITION.
 DL0328
 DL0328                          STATION RECOVERY (2009)
 DL0328
 DL0328'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2009 (ST)
 DL0328'MARK NOT FOUND.
 DL0328
 DL0328                          STATION RECOVERY (2009)
 DL0328
 DL0328'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2009 (ST)
 DL0328'MARK NOT FOUND.
 DL0328
 DL0328                          STATION RECOVERY (2013)
 DL0328
 DL0328'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (JDH)
 DL0328'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0426 ***********************************************************************
 DL0426  DESIGNATION -  K 197
 DL0426  PID         -  DL0426
 DL0426  STATE/COUNTY-  AR/CLARK
 DL0426  COUNTRY     -  US
 DL0426  USGS QUAD   -  GURDON (2017)
 DL0426
 DL0426                         *CURRENT SURVEY CONTROL
 DL0426  ______________________________________________________________________
 DL0426* NAD 83(1986) POSITION- 33 55 34.     (N) 093 09 37.     (W)   SCALED
 DL0426* NAVD 88 ORTHO HEIGHT -    66.498 (meters)      218.17  (feet) ADJUSTED
 DL0426  ______________________________________________________________________
 DL0426  GEOID HEIGHT    -        -26.726 (meters)                     GEOID18
 DL0426  DYNAMIC HEIGHT  -         66.431 (meters)      217.95  (feet) COMP
 DL0426  MODELED GRAVITY -    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 map and have
 DL0426.an estimated accuracy of +/- 6 seconds.
 DL0426
 DL0426.The orthometric height was determined by differential leveling and
 DL0426.adjusted by the NATIONAL GEODETIC SURVEY
 DL0426.in June 1991.
 DL0426
 DL0426.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0426.GEOID18 height accuracy estimate available here.
 DL0426
 DL0426.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT851539(NAD 83)
 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
 DL0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0426.See file dsdata.pdf to determine how the superseded data were derived.
 DL0426
 DL0426_MARKER: DB = BENCH MARK DISK
 DL0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0426_STAMPING: K 197 1960
 DL0426_MARK LOGO: CGS
 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             CGS
 DL0426  HISTORY     - 1970     MARK NOT FOUND   USGS
 DL0426
 DL0426                          STATION DESCRIPTION
 DL0426
 DL0426'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DL0221 ***********************************************************************
 DL0221  DESIGNATION -  K 198
 DL0221  PID         -  DL0221
 DL0221  STATE/COUNTY-  AR/UNION
 DL0221  COUNTRY     -  US
 DL0221  USGS QUAD   -  SMACKOVER (2017)
 DL0221
 DL0221                         *CURRENT SURVEY CONTROL
 DL0221  ______________________________________________________________________
 DL0221* NAD 83(1986) POSITION- 33 21 12.     (N) 092 39 11.     (W)   SCALED
 DL0221* NAVD 88 ORTHO HEIGHT -    31.476 (meters)      103.27  (feet) ADJUSTED
 DL0221  ______________________________________________________________________
 DL0221  GEOID HEIGHT    -        -26.283 (meters)                     GEOID18
 DL0221  DYNAMIC HEIGHT  -         31.442 (meters)      103.16  (feet) COMP
 DL0221  MODELED GRAVITY -    979,583.6   (mgal)                       NAVD 88
 DL0221
 DL0221  VERT ORDER      -  FIRST     CLASS II
 DL0221
 DL0221.The horizontal coordinates were scaled from a map and have
 DL0221.an estimated accuracy of +/- 6 seconds.
 DL0221
 DL0221.The orthometric height was determined by differential leveling and
 DL0221.adjusted by the NATIONAL GEODETIC SURVEY
 DL0221.in June 1991.
 DL0221
 DL0221.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0221.GEOID18 height accuracy estimate available here.
 DL0221
 DL0221.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS322905(NAD 83)
 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
 DL0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0221.See file dsdata.pdf to determine how the superseded data were derived.
 DL0221
 DL0221_MARKER: DB = BENCH MARK DISK
 DL0221_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL0221_SP_SET: FOUNDATION
 DL0221_STAMPING: K 198 1960
 DL0221_MARK LOGO: CGS
 DL0221_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0221_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL0221+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2011
 DL0221
 DL0221  HISTORY     - Date     Condition        Report By
 DL0221  HISTORY     - 1960     MONUMENTED       CGS
 DL0221  HISTORY     - 1964     GOOD             CGS
 DL0221  HISTORY     - 20090610 GOOD             ARHD
 DL0221  HISTORY     - 20110421 GOOD             ARHD
 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 COAST AND GEODETIC SURVEY 1964
 DL0221'RECOVERED IN GOOD CONDITION.
 DL0221
 DL0221                          STATION RECOVERY (2009)
 DL0221
 DL0221'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2009 (DA)
 DL0221'RECOVERED IN GOOD CONDITION.
 DL0221
 DL0221                          STATION RECOVERY (2011)
 DL0221
 DL0221'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (SES)
 DL0221'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0838 ***********************************************************************
 DL0838  DESIGNATION -  K 199
 DL0838  PID         -  DL0838
 DL0838  STATE/COUNTY-  AR/LAFAYETTE
 DL0838  COUNTRY     -  US
 DL0838  USGS QUAD   -  BRADLEY (2017)
 DL0838
 DL0838                         *CURRENT SURVEY CONTROL
 DL0838  ______________________________________________________________________
 DL0838* NAD 83(1986) POSITION- 33 06 22.     (N) 093 41 46.     (W)   SCALED
 DL0838* NAVD 88 ORTHO HEIGHT -    78.528 (meters)      257.64  (feet) ADJUSTED
 DL0838  ______________________________________________________________________
 DL0838  GEOID HEIGHT    -        -26.491 (meters)                     GEOID18
 DL0838  DYNAMIC HEIGHT  -         78.443 (meters)      257.36  (feet) COMP
 DL0838  MODELED GRAVITY -    979,550.1   (mgal)                       NAVD 88
 DL0838
 DL0838  VERT ORDER      -  FIRST     CLASS II
 DL0838
 DL0838.The horizontal coordinates were scaled from a map and have
 DL0838.an estimated accuracy of +/- 6 seconds.
 DL0838
 DL0838.The orthometric height was determined by differential leveling and
 DL0838.adjusted by the NATIONAL GEODETIC SURVEY
 DL0838.in June 1991.
 DL0838
 DL0838.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0838.GEOID18 height accuracy estimate available here.
 DL0838
 DL0838.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS350632(NAD 83)
 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
 DL0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0838.See file dsdata.pdf to determine how the superseded data were derived.
 DL0838
 DL0838_MARKER: DB = BENCH MARK DISK
 DL0838_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL0838_STAMPING: K 199 1960
 DL0838_MARK LOGO: CGS
 DL0838_MAGNETIC: I = MARKER IS A STEEL ROD
 DL0838_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0838_ROD/PIPE-DEPTH: 19.5 meters
 DL0838
 DL0838  HISTORY     - Date     Condition        Report By
 DL0838  HISTORY     - 1960     MONUMENTED       CGS
 DL0838  HISTORY     - 1963     GOOD             CGS
 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 COAST AND GEODETIC SURVEY 1963
 DL0838'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FH0123 ***********************************************************************
 FH0123  DESIGNATION -  K 20
 FH0123  PID         -  FH0123
 FH0123  STATE/COUNTY-  AR/SEBASTIAN
 FH0123  COUNTRY     -  US
 FH0123  USGS QUAD   -  GREENWOOD (2017)
 FH0123
 FH0123                         *CURRENT SURVEY CONTROL
 FH0123  ______________________________________________________________________
 FH0123* NAD 83(1986) POSITION- 35 11 40.68   (N) 094 15 48.33   (W)   HD_HELD1
 FH0123* NAVD 88 ORTHO HEIGHT -   157.871 (meters)      517.95  (feet) ADJUSTED
 FH0123  ______________________________________________________________________
 FH0123  GEOID HEIGHT    -        -30.513 (meters)                     GEOID18
 FH0123  DYNAMIC HEIGHT  -        157.717 (meters)      517.44  (feet) COMP
 FH0123  MODELED GRAVITY -    979,658.2   (mgal)                       NAVD 88
 FH0123
 FH0123  VERT ORDER      -  FIRST     CLASS II
 FH0123
 FH0123.The horizontal coordinates were determined by differentially corrected
 FH0123.hand held GPS observations or other comparable positioning techniques
 FH0123.and have an estimated accuracy of +/- 3 meters.
 FH0123
 FH0123.The orthometric height was determined by differential leveling and
 FH0123.adjusted by the NATIONAL GEODETIC SURVEY
 FH0123.in June 1991.
 FH0123
 FH0123.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0123.GEOID18 height accuracy estimate available here.
 FH0123
 FH0123.Click photographs - Photos may exist for this station.
 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     -    97,922.9     193,893.2     MT  (+/- 3 meters HH1 GPS) 
 FH0123
 FH0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU8498095358(NAD 83)
 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
 FH0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0123.See file dsdata.pdf to determine how the superseded data were derived.
 FH0123
 FH0123_MARKER: DB = BENCH MARK DISK
 FH0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0123_STAMPING: 519.182 K 20 1931
 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     - 1931     MONUMENTED       CGS
 FH0123  HISTORY     - 1959     GOOD             CGS
 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 COAST AND 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DL0115 ***********************************************************************
 DL0115  DESIGNATION -  K 200
 DL0115  PID         -  DL0115
 DL0115  STATE/COUNTY-  AR/UNION
 DL0115  COUNTRY     -  US
 DL0115  USGS QUAD   -  NEW UNION (2017)
 DL0115
 DL0115                         *CURRENT SURVEY CONTROL
 DL0115  ______________________________________________________________________
 DL0115* NAD 83(1986) POSITION- 33 09 31.     (N) 092 14 54.     (W)   SCALED
 DL0115* NAVD 88 ORTHO HEIGHT -    31.269 (meters)      102.59  (feet) ADJUSTED
 DL0115  ______________________________________________________________________
 DL0115  GEOID HEIGHT    -        -26.137 (meters)                     GEOID18
 DL0115  DYNAMIC HEIGHT  -         31.235 (meters)      102.48  (feet) COMP
 DL0115  MODELED GRAVITY -    979,565.2   (mgal)                       NAVD 88
 DL0115
 DL0115  VERT ORDER      -  FIRST     CLASS II
 DL0115
 DL0115.The horizontal coordinates were scaled from a map and have
 DL0115.an estimated accuracy of +/- 6 seconds.
 DL0115
 DL0115.The orthometric height was determined by differential leveling and
 DL0115.adjusted by the NATIONAL GEODETIC SURVEY
 DL0115.in June 1991.
 DL0115
 DL0115.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0115.GEOID18 height accuracy estimate available here.
 DL0115
 DL0115.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS700691(NAD 83)
 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
 DL0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0115.See file dsdata.pdf to determine how the superseded data were derived.
 DL0115
 DL0115_MARKER: DB = BENCH MARK DISK
 DL0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0115_STAMPING: K 200 1960
 DL0115_MARK LOGO: CGS
 DL0115_PROJECTION: PROJECTING 13 CENTIMETERS
 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             CGS
 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 COAST AND GEODETIC SURVEY 1964
 DL0115'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0082 ***********************************************************************
 DL0082  DESIGNATION -  K 201
 DL0082  PID         -  DL0082
 DL0082  STATE/COUNTY-  AR/UNION
 DL0082  COUNTRY     -  US
 DL0082  USGS QUAD   -  URBANA (2017)
 DL0082
 DL0082                         *CURRENT SURVEY CONTROL
 DL0082  ______________________________________________________________________
 DL0082* NAD 83(1986) POSITION- 33 14 06.     (N) 092 29 16.     (W)   SCALED
 DL0082* NAVD 88 ORTHO HEIGHT -    47.524 (meters)      155.92  (feet) ADJUSTED
 DL0082  ______________________________________________________________________
 DL0082  GEOID HEIGHT    -        -26.250 (meters)                     GEOID18
 DL0082  DYNAMIC HEIGHT  -         47.473 (meters)      155.75  (feet) COMP
 DL0082  MODELED GRAVITY -    979,563.0   (mgal)                       NAVD 88
 DL0082
 DL0082  VERT ORDER      -  FIRST     CLASS II
 DL0082
 DL0082.The horizontal coordinates were scaled from a map and have
 DL0082.an estimated accuracy of +/- 6 seconds.
 DL0082
 DL0082.The orthometric height was determined by differential leveling and
 DL0082.adjusted by the NATIONAL GEODETIC SURVEY
 DL0082.in June 1991.
 DL0082
 DL0082.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0082.GEOID18 height accuracy estimate available here.
 DL0082
 DL0082.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS477774(NAD 83)
 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
 DL0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0082.See file dsdata.pdf to determine how the superseded data were derived.
 DL0082
 DL0082_MARKER: DB = BENCH MARK DISK
 DL0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0082_STAMPING: K 201 1960
 DL0082_MARK LOGO: CGS
 DL0082_PROJECTION: PROJECTING 18 CENTIMETERS
 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             CGS
 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DL0554 ***********************************************************************
 DL0554  DESIGNATION -  K 202
 DL0554  PID         -  DL0554
 DL0554  STATE/COUNTY-  AR/COLUMBIA
 DL0554  COUNTRY     -  US
 DL0554  USGS QUAD   -  WALDO (2017)
 DL0554
 DL0554                         *CURRENT SURVEY CONTROL
 DL0554  ______________________________________________________________________
 DL0554* NAD 83(1986) POSITION- 33 21 02.     (N) 093 19 29.     (W)   SCALED
 DL0554* NAVD 88 ORTHO HEIGHT -    88.646 (meters)      290.83  (feet) ADJUSTED
 DL0554  ______________________________________________________________________
 DL0554  GEOID HEIGHT    -        -26.564 (meters)                     GEOID18
 DL0554  DYNAMIC HEIGHT  -         88.551 (meters)      290.52  (feet) COMP
 DL0554  MODELED GRAVITY -    979,566.5   (mgal)                       NAVD 88
 DL0554
 DL0554  VERT ORDER      -  FIRST     CLASS II
 DL0554
 DL0554.The horizontal coordinates were scaled from a map and have
 DL0554.an estimated accuracy of +/- 6 seconds.
 DL0554
 DL0554.The orthometric height was determined by differential leveling and
 DL0554.adjusted by the NATIONAL GEODETIC SURVEY
 DL0554.in June 1991.
 DL0554
 DL0554.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0554.GEOID18 height accuracy estimate available here.
 DL0554
 DL0554.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS697901(NAD 83)
 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
 DL0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0554.See file dsdata.pdf to determine how the superseded data were derived.
 DL0554
 DL0554_MARKER: DB = BENCH MARK DISK
 DL0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0554_STAMPING: K 202 1960
 DL0554_MARK LOGO: CGS
 DL0554_PROJECTION: PROJECTING 15 CENTIMETERS
 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             CGS
 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 COAST AND GEODETIC SURVEY 1963
 DL0554'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0767 ***********************************************************************
 DL0767  DESIGNATION -  K 203
 DL0767  PID         -  DL0767
 DL0767  STATE/COUNTY-  AR/LAFAYETTE
 DL0767  COUNTRY     -  US
 DL0767  USGS QUAD   -  LEWISVILLE (2017)
 DL0767
 DL0767                         *CURRENT SURVEY CONTROL
 DL0767  ______________________________________________________________________
 DL0767* NAD 83(1986) POSITION- 33 16 48.     (N) 093 36 30.     (W)   SCALED
 DL0767* NAVD 88 ORTHO HEIGHT -    79.568 (meters)      261.05  (feet) ADJUSTED
 DL0767  ______________________________________________________________________
 DL0767  GEOID HEIGHT    -        -26.648 (meters)                     GEOID18
 DL0767  DYNAMIC HEIGHT  -         79.482 (meters)      260.77  (feet) COMP
 DL0767  MODELED GRAVITY -    979,563.1   (mgal)                       NAVD 88
 DL0767
 DL0767  VERT ORDER      -  FIRST     CLASS II
 DL0767
 DL0767.The horizontal coordinates were scaled from a map and have
 DL0767.an estimated accuracy of +/- 6 seconds.
 DL0767
 DL0767.The orthometric height was determined by differential leveling and
 DL0767.adjusted by the NATIONAL GEODETIC SURVEY
 DL0767.in June 1991.
 DL0767
 DL0767.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0767.GEOID18 height accuracy estimate available here.
 DL0767
 DL0767.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS433824(NAD 83)
 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
 DL0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0767.See file dsdata.pdf to determine how the superseded data were derived.
 DL0767
 DL0767_MARKER: DB = BENCH MARK DISK
 DL0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0767_STAMPING: K 203 1960
 DL0767_MARK LOGO: CGS
 DL0767_PROJECTION: PROJECTING 15 CENTIMETERS
 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             CGS
 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 COAST AND GEODETIC SURVEY 1963
 DL0767'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0512 ***********************************************************************
 DL0512  DESIGNATION -  K 204
 DL0512  PID         -  DL0512
 DL0512  STATE/COUNTY-  AR/OUACHITA
 DL0512  COUNTRY     -  US
 DL0512  USGS QUAD   -  STEPHENS (2017)
 DL0512
 DL0512                         *CURRENT SURVEY CONTROL
 DL0512  ______________________________________________________________________
 DL0512* NAD 83(1997) POSITION- 33 27 30.24224(N) 093 01 20.37853(W)   ADJUSTED
 DL0512* NAD 83(1997) ELLIP HT-    37.271 (meters)        (09/24/01)   ADJUSTED
 DL0512* NAVD 88 ORTHO HEIGHT -    63.648 (meters)      208.82  (feet) ADJUSTED
 DL0512  ______________________________________________________________________
 DL0512  GEOID HEIGHT    -        -26.379 (meters)                     GEOID18
 DL0512  NAD 83(1997) X  -   -280,847.959 (meters)                     COMP
 DL0512  NAD 83(1997) Y  - -5,319,236.842 (meters)                     COMP
 DL0512  NAD 83(1997) Z  -  3,496,506.436 (meters)                     COMP
 DL0512  LAPLACE CORR    -          1.03  (seconds)                    DEFLEC18
 DL0512  DYNAMIC HEIGHT  -         63.581 (meters)      208.60  (feet) COMP
 DL0512  MODELED GRAVITY -    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 and
 DL0512.adjusted by the NATIONAL GEODETIC SURVEY
 DL0512.in June 1991.
 DL0512
 DL0512.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0512.GEOID18 height accuracy estimate available here.
 DL0512
 DL0512.Click photographs - Photos may exist for this station.
 DL0512
 DL0512.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL0512
 DL0512.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL0512
 DL0512.The ellipsoidal height was determined by GPS observations
 DL0512.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT9792502107(NAD 83)
 DL0512
 DL0512                          SUPERSEDED SURVEY CONTROL
 DL0512
 DL0512  ELLIP H (09/14/99)   37.294  (m)                       GP(       ) 4 1
 DL0512  NAD 83(1993)-  33 27 30.24988(N)    093 01 20.37079(W) AD(       ) 1
 DL0512  ELLIP H (01/21/93)   36.957  (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  NGVD 29              63.67   (m)          208.9    (f) LEVELING    3  
 DL0512
 DL0512.Superseded values are not recommended for survey control.
 DL0512
 DL0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0512.See file dsdata.pdf to determine how the superseded data were derived.
 DL0512
 DL0512_MARKER: DB = BENCH MARK DISK
 DL0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0512_STAMPING: K 204 1960
 DL0512_MARK LOGO: CGS
 DL0512_PROJECTION: PROJECTING 12 CENTIMETERS
 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 - September 03, 2014
 DL0512
 DL0512  HISTORY     - Date     Condition        Report By
 DL0512  HISTORY     - 1960     MONUMENTED       CGS
 DL0512  HISTORY     - 1964     GOOD             CGS
 DL0512  HISTORY     - 19900509 GOOD             NGS
 DL0512  HISTORY     - 20090203 GOOD             INDIV
 DL0512  HISTORY     - 20110921 GOOD             ARHD
 DL0512  HISTORY     - 20130416 GOOD             ARHD
 DL0512  HISTORY     - 20140903 GOOD             WOOLPT
 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 COAST AND 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
 DL0512
 DL0512                          STATION RECOVERY (2009)
 DL0512
 DL0512'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (CDB)
 DL0512'RECOVERED IN GOOD CONDITION.
 DL0512
 DL0512                          STATION RECOVERY (2011)
 DL0512
 DL0512'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (AMC)
 DL0512'RECOVERED IN GOOD CONDITION.
 DL0512
 DL0512                          STATION RECOVERY (2013)
 DL0512
 DL0512'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (JDH)
 DL0512'RECOVERED AS DESCRIBED.
 DL0512
 DL0512                          STATION RECOVERY (2014)
 DL0512
 DL0512'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2014 (DPM)
 DL0512'RECOVERED AS DESCRIBED.  A SECOND METAL POST AND A FIBERGLASS POST
 DL0512'HAVE BEEN ADDED WITHIN 1.5 FT (0.5 M) OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0642 ***********************************************************************
 DL0642  DESIGNATION -  K 205
 DL0642  PID         -  DL0642
 DL0642  STATE/COUNTY-  AR/COLUMBIA
 DL0642  COUNTRY     -  US
 DL0642  USGS QUAD   -  CALHOUN (2017)
 DL0642
 DL0642                         *CURRENT SURVEY CONTROL
 DL0642  ______________________________________________________________________
 DL0642* NAD 83(1986) POSITION- 33 13 22.     (N) 093 13 27.     (W)   SCALED
 DL0642* NAVD 88 ORTHO HEIGHT -    93.078 (meters)      305.37  (feet) ADJUSTED
 DL0642  ______________________________________________________________________
 DL0642  GEOID HEIGHT    -        -26.388 (meters)                     GEOID18
 DL0642  DYNAMIC HEIGHT  -         92.978 (meters)      305.05  (feet) COMP
 DL0642  MODELED GRAVITY -    979,558.4   (mgal)                       NAVD 88
 DL0642
 DL0642  VERT ORDER      -  SECOND    CLASS 0
 DL0642
 DL0642.The horizontal coordinates were scaled from a map and have
 DL0642.an estimated accuracy of +/- 6 seconds.
 DL0642
 DL0642.The orthometric height was determined by differential leveling and
 DL0642.adjusted by the NATIONAL GEODETIC SURVEY
 DL0642.in June 1991.
 DL0642
 DL0642.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0642.GEOID18 height accuracy estimate available here.
 DL0642
 DL0642.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS791760(NAD 83)
 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
 DL0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0642.See file dsdata.pdf to determine how the superseded data were derived.
 DL0642
 DL0642_MARKER: DB = BENCH MARK DISK
 DL0642_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL0642_SP_SET: BOX CULVERT HEADWALL
 DL0642_STAMPING: K 205 1960
 DL0642_MARK LOGO: CGS
 DL0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0642+STABILITY: SURFACE MOTION
 DL0642
 DL0642  HISTORY     - Date     Condition        Report By
 DL0642  HISTORY     - 1960     MONUMENTED       CGS
 DL0642  HISTORY     - 20240807 MARK NOT FOUND   ARHD
 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.
 DL0642
 DL0642                          STATION RECOVERY (2024)
 DL0642
 DL0642'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (SCW)
 DL0642'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1529 ***********************************************************************
 FF1529  DESIGNATION -  K 206
 FF1529  PID         -  FF1529
 FF1529  STATE/COUNTY-  AR/WHITE
 FF1529  COUNTRY     -  US
 FF1529  USGS QUAD   -  LETONA (2017)
 FF1529
 FF1529                         *CURRENT SURVEY CONTROL
 FF1529  ______________________________________________________________________
 FF1529* NAD 83(2011) POSITION- 35 15 17.90551(N) 091 51 21.24526(W)   ADJUSTED
 FF1529* NAD 83(2011) ELLIP HT-    62.232 (meters)        (05/19/19)   ADJUSTED
 FF1529* NAD 83(2011) EPOCH   -  2010.00
 FF1529* NAVD 88 ORTHO HEIGHT -    89.671 (meters)      294.20  (feet) ADJUSTED
 FF1529  ______________________________________________________________________
 FF1529  GEOID HEIGHT    -        -27.430 (meters)                     GEOID18
 FF1529  NAD 83(2011) X  -   -168,866.736 (meters)                     COMP
 FF1529  NAD 83(2011) Y  - -5,211,465.922 (meters)                     COMP
 FF1529  NAD 83(2011) Z  -  3,661,038.441 (meters)                     COMP
 FF1529  LAPLACE CORR    -          1.07  (seconds)                    DEFLEC18
 FF1529  DYNAMIC HEIGHT  -         89.590 (meters)      293.93  (feet) COMP
 FF1529  MODELED GRAVITY -    979,726.5   (mgal)                       NAVD 88
 FF1529
 FF1529  VERT ORDER      -  SECOND    CLASS 0
 FF1529
 FF1529  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FF1529  Standards:
 FF1529         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FF1529            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FF1529  -------------------------------------------------------------------
 FF1529  NETWORK    0.77   1.37           0.38   0.18   0.70     -0.01651439
 FF1529  -------------------------------------------------------------------
 FF1529  Click here for local accuracies and other accuracy information.
 FF1529
 FF1529.The horizontal coordinates were established by GPS observations
 FF1529.and adjusted by the ARKANSAS DEPT OF TRANS in May 2019.
 FF1529
 FF1529.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FF1529.been affixed to the stable North American tectonic plate. See 
 FF1529.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FF1529
 FF1529.The horizontal coordinates are valid at the epoch date displayed above
 FF1529.which is a decimal equivalence of Year/Month/Day.
 FF1529
 FF1529.The orthometric height was determined by differential leveling and
 FF1529.adjusted by the NATIONAL GEODETIC SURVEY
 FF1529.in June 1991.
 FF1529
 FF1529.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1529.GEOID18 height accuracy estimate available here.
 FF1529
 FF1529.Click photographs - Photos may exist for this station.
 FF1529
 FF1529.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF1529
 FF1529.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1529
 FF1529.The ellipsoidal height was determined by GPS observations
 FF1529.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 FF1529
 FF1529;                    North         East     Units Scale Factor Converg.
 FF1529;SPC AR N     -   102,257.634   413,112.927   MT  0.99995235   +0 05 01.9
 FF1529;SPC AR N     -   335,490.25  1,355,354.66   sFT  0.99995235   +0 05 01.9
 FF1529;UTM  15      - 3,901,919.131   604,078.327   MT  0.99973349   +0 39 37.6
 FF1529
 FF1529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1529!SPC AR N     -   0.99999023  x   0.99995235  =   0.99994258
 FF1529!UTM  15      -   0.99999023  x   0.99973349  =   0.99972372
 FF1529
 FF1529_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV0407801919(NAD 83)
 FF1529
 FF1529                          SUPERSEDED SURVEY CONTROL
 FF1529
 FF1529  NGVD 29 (11/26/84)   89.622  (m)          294.03   (f) ADJUSTED    2 0
 FF1529
 FF1529.Superseded values are not recommended for survey control.
 FF1529
 FF1529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1529.See file dsdata.pdf to determine how the superseded data were derived.
 FF1529
 FF1529_MARKER: DB = BENCH MARK DISK
 FF1529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1529_STAMPING: K 206 1962
 FF1529_MARK LOGO: CGS
 FF1529_PROJECTION: PROJECTING 13 CENTIMETERS
 FF1529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1529+STABILITY: SURFACE MOTION
 FF1529_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1529+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2018
 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  HISTORY     - 20180820 GOOD             ARHD
 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.
 FF1529
 FF1529                          STATION RECOVERY (2018)
 FF1529
 FF1529'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (BAB)
 FF1529'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0248 ***********************************************************************
 FG0248  DESIGNATION -  K 207
 FG0248  PID         -  FG0248
 FG0248  STATE/COUNTY-  AR/CLEBURNE
 FG0248  COUNTRY     -  US
 FG0248  USGS QUAD   -  QUITMAN (2017)
 FG0248
 FG0248                         *CURRENT SURVEY CONTROL
 FG0248  ______________________________________________________________________
 FG0248* NAD 83(1986) POSITION- 35 22 44.     (N) 092 11 53.     (W)   SCALED
 FG0248* NAVD 88 ORTHO HEIGHT -   208.710 (meters)      684.74  (feet) ADJUSTED
 FG0248  ______________________________________________________________________
 FG0248  GEOID HEIGHT    -        -27.693 (meters)                     GEOID18
 FG0248  DYNAMIC HEIGHT  -        208.518 (meters)      684.11  (feet) COMP
 FG0248  MODELED GRAVITY -    979,705.8   (mgal)                       NAVD 88
 FG0248
 FG0248  VERT ORDER      -  SECOND    CLASS 0
 FG0248
 FG0248.The horizontal coordinates were scaled from a map and have
 FG0248.an estimated accuracy of +/- 6 seconds.
 FG0248
 FG0248.The orthometric height was determined by differential leveling and
 FG0248.adjusted by the NATIONAL GEODETIC SURVEY
 FG0248.in June 1991.
 FG0248
 FG0248.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0248.GEOID18 height accuracy estimate available here.
 FG0248
 FG0248.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV728153(NAD 83)
 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
 FG0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0248.See file dsdata.pdf to determine how the superseded data were derived.
 FG0248
 FG0248_MARKER: DB = BENCH MARK DISK
 FG0248_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FG0248_SP_SET: CULVERT HEADWALL
 FG0248_STAMPING: K 207 1962
 FG0248_MARK LOGO: CGS
 FG0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0248+STABILITY: SURFACE MOTION
 FG0248
 FG0248  HISTORY     - Date     Condition        Report By
 FG0248  HISTORY     - 1962     MONUMENTED       CGS
 FG0248  HISTORY     - 1967     GOOD             CGS
 FG0248
 FG0248                          STATION DESCRIPTION
 FG0248
 FG0248'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG0141 ***********************************************************************
 FG0141  DESIGNATION -  K 208
 FG0141  PID         -  FG0141
 FG0141  STATE/COUNTY-  AR/FAULKNER
 FG0141  COUNTRY     -  US
 FG0141  USGS QUAD   -  ENOLA (2017)
 FG0141
 FG0141                         *CURRENT SURVEY CONTROL
 FG0141  ______________________________________________________________________
 FG0141* NAD 83(1986) POSITION- 35 12 32.     (N) 092 08 29.     (W)   SCALED
 FG0141* NAVD 88 ORTHO HEIGHT -   115.598 (meters)      379.26  (feet) ADJUSTED
 FG0141  ______________________________________________________________________
 FG0141  GEOID HEIGHT    -        -27.664 (meters)                     GEOID18
 FG0141  DYNAMIC HEIGHT  -        115.490 (meters)      378.90  (feet) COMP
 FG0141  MODELED GRAVITY -    979,704.3   (mgal)                       NAVD 88
 FG0141
 FG0141  VERT ORDER      -  SECOND    CLASS I
 FG0141
 FG0141.The horizontal coordinates were scaled from a map and have
 FG0141.an estimated accuracy of +/- 6 seconds.
 FG0141
 FG0141.The orthometric height was determined by differential leveling and
 FG0141.adjusted by the NATIONAL GEODETIC SURVEY
 FG0141.in June 1991.
 FG0141
 FG0141.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0141.GEOID18 height accuracy estimate available here.
 FG0141
 FG0141.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU781965(NAD 83)
 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
 FG0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0141.See file dsdata.pdf to determine how the superseded data were derived.
 FG0141
 FG0141_MARKER: DB = BENCH MARK DISK
 FG0141_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FG0141_SP_SET: CATTLE GUARD FOUNDATION
 FG0141_STAMPING: K 208 1962
 FG0141_MARK LOGO: CGS
 FG0141_PROJECTION: FLUSH
 FG0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0141+STABILITY: SURFACE MOTION
 FG0141_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG0141+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2011
 FG0141
 FG0141  HISTORY     - Date     Condition        Report By
 FG0141  HISTORY     - 1962     MONUMENTED       CGS
 FG0141  HISTORY     - 1989     GOOD             USPSQD
 FG0141  HISTORY     - 20100106 GOOD             NGS
 FG0141  HISTORY     - 20110130 GOOD             ARHD
 FG0141
 FG0141                          STATION DESCRIPTION
 FG0141
 FG0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 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.
 FG0141
 FG0141                          STATION RECOVERY (2010)
 FG0141
 FG0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2010 (JBW)
 FG0141'RECOVERED IN GOOD CONDITION.
 FG0141
 FG0141                          STATION RECOVERY (2011)
 FG0141
 FG0141'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (JDH)
 FG0141'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EK0021 ***********************************************************************
 EK0021  DESIGNATION -  K 21
 EK0021  PID         -  EK0021
 EK0021  STATE/COUNTY-  AR/POLK
 EK0021  COUNTRY     -  US
 EK0021  USGS QUAD   -  MENA (2017)
 EK0021
 EK0021                         *CURRENT SURVEY CONTROL
 EK0021  ______________________________________________________________________
 EK0021* NAD 83(1986) POSITION- 34 34 57.8    (N) 094 14 11.5    (W)   HD_HELD2
 EK0021* NAVD 88 ORTHO HEIGHT -   350.624 (meters)     1150.34  (feet) ADJUSTED
 EK0021  ______________________________________________________________________
 EK0021  GEOID HEIGHT    -        -30.149 (meters)                     GEOID18
 EK0021  DYNAMIC HEIGHT  -        350.244 (meters)     1149.09  (feet) COMP
 EK0021  MODELED GRAVITY -    979,544.5   (mgal)                       NAVD 88
 EK0021
 EK0021  VERT ORDER      -  FIRST     CLASS II
 EK0021
 EK0021.The horizontal coordinates were established by autonomous hand held GPS
 EK0021.observations and have an estimated accuracy of +/- 10 meters.
 EK0021
 EK0021.The orthometric height was determined by differential leveling and
 EK0021.adjusted by the NATIONAL GEODETIC SURVEY
 EK0021.in May 2024.
 EK0021
 EK0021.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0021.GEOID18 height accuracy estimate available here.
 EK0021
 EK0021.Click photographs - Photos may exist for this station.
 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     -   614,760.      194,824.      MT  (+/- 10 meters HH2 GPS)
 EK0021
 EK0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU8659127464(NAD 83)
 EK0021
 EK0021                          SUPERSEDED SURVEY CONTROL
 EK0021
 EK0021  NAVD 88 (06/15/91)  350.621  (m)         1150.33   (f) SUPERSEDED  1 2
 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
 EK0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0021.See file dsdata.pdf to determine how the superseded data were derived.
 EK0021
 EK0021_MARKER: DB = BENCH MARK DISK
 EK0021_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EK0021_SP_SET: BUILDING
 EK0021_STAMPING: K 21 1932
 EK0021_MARK LOGO: CGS
 EK0021_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0021_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EK0021+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2024
 EK0021
 EK0021  HISTORY     - Date     Condition        Report By
 EK0021  HISTORY     - 1932     MONUMENTED       CGS
 EK0021  HISTORY     - 1961     GOOD             CGS
 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  HISTORY     - 20071209 GOOD             GEOCAC
 EK0021  HISTORY     - 20101107 GOOD             GEOCAC
 EK0021  HISTORY     - 20240226 GOOD             ARHD
 EK0021
 EK0021                          STATION DESCRIPTION
 EK0021
 EK0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (ALW)
 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 COAST AND 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.
 EK0021
 EK0021                          STATION RECOVERY (2007)
 EK0021
 EK0021'RECOVERY NOTE BY GEOCACHING 2007 (CA)
 EK0021'RECOVERED IN GOOD CONDITION.
 EK0021
 EK0021                          STATION RECOVERY (2010)
 EK0021
 EK0021'RECOVERY NOTE BY GEOCACHING 2010 (LPC)
 EK0021'RECOVERED IN GOOD CONDITION.
 EK0021
 EK0021                          STATION RECOVERY (2024)
 EK0021
 EK0021'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (JDH)
 EK0021'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0243 ***********************************************************************
 FG0243  DESIGNATION -  K 210
 FG0243  PID         -  FG0243
 FG0243  STATE/COUNTY-  AR/VAN BUREN
 FG0243  COUNTRY     -  US
 FG0243  USGS QUAD   -  MORGANTON (2017)
 FG0243
 FG0243                         *CURRENT SURVEY CONTROL
 FG0243  ______________________________________________________________________
 FG0243* NAD 83(1986) POSITION- 35 22 56.     (N) 092 17 25.     (W)   SCALED
 FG0243* NAVD 88 ORTHO HEIGHT -   184.243 (meters)      604.47  (feet) ADJUSTED
 FG0243  ______________________________________________________________________
 FG0243  GEOID HEIGHT    -        -27.802 (meters)                     GEOID18
 FG0243  DYNAMIC HEIGHT  -        184.072 (meters)      603.91  (feet) COMP
 FG0243  MODELED GRAVITY -    979,704.0   (mgal)                       NAVD 88
 FG0243
 FG0243  VERT ORDER      -  SECOND    CLASS 0
 FG0243
 FG0243.The horizontal coordinates were scaled from a map and have
 FG0243.an estimated accuracy of +/- 6 seconds.
 FG0243
 FG0243.The orthometric height was determined by differential leveling and
 FG0243.adjusted by the NATIONAL GEODETIC SURVEY
 FG0243.in June 1991.
 FG0243
 FG0243.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0243.GEOID18 height accuracy estimate available here.
 FG0243
 FG0243.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV644156(NAD 83)
 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
 FG0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0243.See file dsdata.pdf to determine how the superseded data were derived.
 FG0243
 FG0243_MARKER: DB = BENCH MARK DISK
 FG0243_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FG0243_SP_SET: CULVERT HEADWALL
 FG0243_STAMPING: K 210 1962
 FG0243_MARK LOGO: CGS
 FG0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0243+STABILITY: SURFACE MOTION
 FG0243
 FG0243  HISTORY     - Date     Condition        Report By
 FG0243  HISTORY     - 1962     MONUMENTED       CGS
 FG0243  HISTORY     - 1967     GOOD             CGS
 FG0243  HISTORY     - 20120222 MARK NOT FOUND   ARHD
 FG0243
 FG0243                          STATION DESCRIPTION
 FG0243
 FG0243'DESCRIBED BY COAST AND 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.
 FG0243
 FG0243                          STATION RECOVERY (2012)
 FG0243
 FG0243'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (AMC)
 FG0243'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FE1900 ***********************************************************************
 FE1900  DESIGNATION -  K 213
 FE1900  PID         -  FE1900
 FE1900  STATE/COUNTY-  AR/MISSISSIPPI
 FE1900  COUNTRY     -  US
 FE1900  USGS QUAD   -  CHIC (2019)
 FE1900
 FE1900                         *CURRENT SURVEY CONTROL
 FE1900  ______________________________________________________________________
 FE1900* NAD 83(1986) POSITION- 35 56 19.     (N) 089 41 30.     (W)   SCALED
 FE1900* NAVD 88 ORTHO HEIGHT -    85.169 (meters)      279.43  (feet) ADJUSTED
 FE1900  ______________________________________________________________________
 FE1900  GEOID HEIGHT    -        -28.090 (meters)                     GEOID18
 FE1900  DYNAMIC HEIGHT  -         85.097 (meters)      279.19  (feet) COMP
 FE1900  MODELED GRAVITY -    979,792.3   (mgal)                       NAVD 88
 FE1900
 FE1900  VERT ORDER      -  FIRST     CLASS I
 FE1900
 FE1900.The horizontal coordinates were scaled from a map and have
 FE1900.an estimated accuracy of +/- 6 seconds.
 FE1900
 FE1900.The orthometric height was determined by differential leveling and
 FE1900.adjusted by the NATIONAL GEODETIC SURVEY
 FE1900.in June 1991.
 FE1900
 FE1900.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE1900.GEOID18 height accuracy estimate available here.
 FE1900
 FE1900.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE571804(NAD 83)
 FE1900
 FE1900                          SUPERSEDED SURVEY CONTROL
 FE1900
 FE1900  NGVD 29 (11/26/84)   85.096  (m)          279.19   (f) ADJUSTED    1 1
 FE1900
 FE1900.Superseded values are not recommended for survey control.
 FE1900
 FE1900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1900.See file dsdata.pdf to determine how the superseded data were derived.
 FE1900
 FE1900_MARKER: DV = VERTICAL CONTROL DISK
 FE1900_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FE1900+WITH SETTING: INTO GROUND
 FE1900_STAMPING: K 213 1976
 FE1900_MARK LOGO: NGS
 FE1900_MAGNETIC: I = MARKER IS A STEEL ROD
 FE1900_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FE1868 ***********************************************************************
 FE1868  DESIGNATION -  K 214
 FE1868  PID         -  FE1868
 FE1868  STATE/COUNTY-  AR/MISSISSIPPI
 FE1868  COUNTRY     -  US
 FE1868  USGS QUAD   -  OSCEOLA (2017)
 FE1868
 FE1868                         *CURRENT SURVEY CONTROL
 FE1868  ______________________________________________________________________
 FE1868* NAD 83(2011) POSITION- 35 41 54.98099(N) 089 57 36.53434(W)   ADJUSTED
 FE1868* NAD 83(2011) ELLIP HT-    53.437 (meters)        (06/27/12)   ADJUSTED
 FE1868* NAD 83(2011) EPOCH   -  2010.00
 FE1868* NAVD 88 ORTHO HEIGHT -    81.158 (meters)      266.27  (feet) ADJUSTED
 FE1868  ______________________________________________________________________
 FE1868  GEOID HEIGHT    -        -27.693 (meters)                     GEOID18
 FE1868  NAD 83(2011) X  -      3,606.817 (meters)                     COMP
 FE1868  NAD 83(2011) Y  - -5,185,626.124 (meters)                     COMP
 FE1868  NAD 83(2011) Z  -  3,701,116.497 (meters)                     COMP
 FE1868  LAPLACE CORR    -          0.87  (seconds)                    DEFLEC18
 FE1868  DYNAMIC HEIGHT  -         81.089 (meters)      266.04  (feet) COMP
 FE1868  MODELED GRAVITY -    979,781.1   (mgal)                       NAVD 88
 FE1868
 FE1868  VERT ORDER      -  FIRST     CLASS II
 FE1868
 FE1868  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FE1868  Standards:
 FE1868         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FE1868            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FE1868  -------------------------------------------------------------------
 FE1868  NETWORK    1.67   2.70           0.75   0.60   1.38     -0.07653913
 FE1868  -------------------------------------------------------------------
 FE1868  Click here for local accuracies and other accuracy information.
 FE1868
 FE1868.The horizontal coordinates were established by GPS observations
 FE1868.and adjusted by the National Geodetic Survey in June 2012.
 FE1868
 FE1868.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FE1868.been affixed to the stable North American tectonic plate. See 
 FE1868.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FE1868
 FE1868.The horizontal coordinates are valid at the epoch date displayed above
 FE1868.which is a decimal equivalence of Year/Month/Day.
 FE1868
 FE1868.The orthometric height was determined by differential leveling and
 FE1868.adjusted by the NATIONAL GEODETIC SURVEY
 FE1868.in June 2020.
 FE1868
 FE1868.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE1868.GEOID18 height accuracy estimate available here.
 FE1868
 FE1868.Click photographs - Photos may exist for this station.
 FE1868
 FE1868.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE1868
 FE1868.The Laplace correction was computed from DEFLEC18 derived deflections.
 FE1868
 FE1868.The ellipsoidal height was determined by GPS observations
 FE1868.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 FE1868
 FE1868;                    North         East     Units Scale Factor Converg.
 FE1868;SPC AR N     -   153,377.939   584,593.149   MT  0.99993792   +1 11 13.2
 FE1868;SPC AR N     -   503,207.45  1,917,952.69   sFT  0.99993792   +1 11 13.2
 FE1868;UTM  16      - 3,954,559.711   232,159.082   MT  1.00048411   -1 43 42.0
 FE1868;UTM  15      - 3,954,780.320   775,054.784   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  =   1.00052399
 FE1868
 FE1868_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3215954559(NAD 83)
 FE1868
 FE1868                          SUPERSEDED SURVEY CONTROL
 FE1868
 FE1868  NAD 83(2007)-  35 41 54.98104(N)    089 57 36.53533(W) AD(2002.00) 0
 FE1868  ELLIP H (02/10/07)   53.461  (m)                       GP(2002.00)    
 FE1868  NAD 83(1997)-  35 41 54.98071(N)    089 57 36.53550(W) AD(       ) 1
 FE1868  ELLIP H (05/31/05)   53.461  (m)                       GP(       ) 4 2
 FE1868  NAVD 88              81.15   (m)          266.2    (f) LEVELING    3  
 FE1868  NAVD 88 (06/15/91)   81.149  (m)          266.24   (f) SUPERSEDED  1 1
 FE1868  NGVD 29 (11/26/84)   81.106  (m)          266.10   (f) ADJUSTED    1 1
 FE1868
 FE1868.Superseded values are not recommended for survey control.
 FE1868
 FE1868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1868.See file dsdata.pdf to determine how the superseded data were derived.
 FE1868
 FE1868_MARKER: DV = VERTICAL CONTROL DISK
 FE1868_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FE1868+WITH SETTING: INTO GROUND
 FE1868_STAMPING: K 214 1976
 FE1868_MARK LOGO: NGS
 FE1868_MAGNETIC: I = MARKER IS A STEEL ROD
 FE1868_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1868_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1868+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2019
 FE1868
 FE1868  HISTORY     - Date     Condition        Report By
 FE1868  HISTORY     - 1976     MONUMENTED       NGS
 FE1868  HISTORY     - 20020729 GOOD             USACE
 FE1868  HISTORY     - 20030717 GOOD             EMCINC
 FE1868  HISTORY     - 20080625 GOOD             USACE
 FE1868  HISTORY     - 20190417 GOOD             ARHD
 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.
 FE1868
 FE1868                          STATION RECOVERY (2008)
 FE1868
 FE1868'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2008 (DLB)
 FE1868'RECOVERED IN GOOD CONDITION.
 FE1868
 FE1868                          STATION RECOVERY (2019)
 FE1868
 FE1868'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2019 (JDH)
 FE1868'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FE1866 ***********************************************************************
 FE1866  HT_MOD      -  This is a Height Modernization Survey Station.
 FE1866  DESIGNATION -  K 215
 FE1866  PID         -  FE1866
 FE1866  STATE/COUNTY-  AR/MISSISSIPPI
 FE1866  COUNTRY     -  US
 FE1866  USGS QUAD   -  OSCEOLA (2017)
 FE1866
 FE1866                         *CURRENT SURVEY CONTROL
 FE1866  ______________________________________________________________________
 FE1866* NAD 83(2011) POSITION- 35 43 30.71675(N) 089 57 46.91634(W)   ADJUSTED
 FE1866* NAD 83(2011) ELLIP HT-    53.670 (meters)        (06/27/12)   ADJUSTED
 FE1866* NAD 83(2011) EPOCH   -  2010.00
 FE1866* NAVD 88 ORTHO HEIGHT -    81.41  (meters)      267.1   (feet) GPS OBS
 FE1866  ______________________________________________________________________
 FE1866  NAVD 88 orthometric height was determined with geoid model    GEOID03
 FE1866  GEOID HEIGHT    -        -27.693 (meters)                     GEOID03
 FE1866  GEOID HEIGHT    -        -27.727 (meters)                     GEOID18
 FE1866  NAD 83(2011) X  -      3,344.696 (meters)                     COMP
 FE1866  NAD 83(2011) Y  - -5,183,904.167 (meters)                     COMP
 FE1866  NAD 83(2011) Z  -  3,703,512.446 (meters)                     COMP
 FE1866  LAPLACE CORR    -          0.77  (seconds)                    DEFLEC18
 FE1866
 FE1866  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FE1866  Standards:
 FE1866         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FE1866            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FE1866  -------------------------------------------------------------------
 FE1866  NETWORK    1.72   2.41           0.78   0.60   1.23     -0.07594408
 FE1866  -------------------------------------------------------------------
 FE1866  Click here for local accuracies and other accuracy information.
 FE1866
 FE1866.The horizontal coordinates were established by GPS observations
 FE1866.and adjusted by the National Geodetic Survey in June 2012.
 FE1866
 FE1866.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FE1866.been affixed to the stable North American tectonic plate. See 
 FE1866.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FE1866
 FE1866.The horizontal coordinates are valid at the epoch date displayed above
 FE1866.which is a decimal equivalence of Year/Month/Day.
 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.
 FE1866
 FE1866.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE1866.GEOID18 height accuracy estimate available here.
 FE1866
 FE1866.Click photographs - Photos may exist for this station.
 FE1866
 FE1866.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE1866
 FE1866.The Laplace correction was computed from DEFLEC18 derived deflections.
 FE1866
 FE1866.The ellipsoidal height was determined by GPS observations
 FE1866.and is referenced to NAD 83.
 FE1866
 FE1866. The following values were computed from the NAD 83(2011) position.
 FE1866
 FE1866;                    North         East     Units Scale Factor Converg.
 FE1866;SPC AR N     -   156,322.344   584,271.181   MT  0.99993895   +1 11 07.1
 FE1866;SPC AR N     -   512,867.56  1,916,896.37   sFT  0.99993895   +1 11 07.1
 FE1866;UTM  16      - 3,957,518.297   231,987.218   MT  1.00048524   -1 43 52.1
 FE1866;UTM  15      - 3,957,723.006   774,702.381   MT  1.00052999   +1 46 27.8
 FE1866
 FE1866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1866!SPC AR N     -   0.99999158  x   0.99993895  =   0.99993053
 FE1866!UTM  16      -   0.99999158  x   1.00048524  =   1.00047681
 FE1866!UTM  15      -   0.99999158  x   1.00052999  =   1.00052156
 FE1866
 FE1866_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3198757518(NAD 83)
 FE1866
 FE1866                          SUPERSEDED SURVEY CONTROL
 FE1866
 FE1866  NAD 83(2007)-  35 43 30.71679(N)    089 57 46.91733(W) AD(2002.00) 0
 FE1866  ELLIP H (02/10/07)   53.695  (m)                       GP(2002.00)    
 FE1866  NAD 83(1997)-  35 43 30.71645(N)    089 57 46.91748(W) AD(       ) 1
 FE1866  ELLIP H (05/31/05)   53.696  (m)                       GP(       ) 4 2
 FE1866  NAVD 88 (06/15/91)   81.396  (m)          267.05   (f) ADJUSTED    1 1
 FE1866  NGVD 29 (11/26/84)   81.349  (m)          266.89   (f) ADJUSTED    1 1
 FE1866
 FE1866.Superseded values are not recommended for survey control.
 FE1866
 FE1866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1866.See file dsdata.pdf to determine how the superseded data were derived.
 FE1866
 FE1866_MARKER: DV = VERTICAL CONTROL DISK
 FE1866_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1866_STAMPING: K 215 1976
 FE1866_MARK LOGO: NGS
 FE1866_MAGNETIC: I = MARKER IS A STEEL ROD
 FE1866_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FE1866_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1866+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2008
 FE1866
 FE1866  HISTORY     - Date     Condition        Report By
 FE1866  HISTORY     - 1976     MONUMENTED       NGS
 FE1866  HISTORY     - 20020729 GOOD             USACE
 FE1866  HISTORY     - 20030717 GOOD             EMCINC
 FE1866  HISTORY     - 20080625 GOOD             USACE
 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.
 FE1866
 FE1866                          STATION RECOVERY (2008)
 FE1866
 FE1866'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2008 (DLB)
 FE1866'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1102 ***********************************************************************
 FF1102  HT_MOD      -  This is a Height Modernization Survey Station.
 FF1102  DESIGNATION -  K 216
 FF1102  PID         -  FF1102
 FF1102  STATE/COUNTY-  AR/MISSISSIPPI
 FF1102  COUNTRY     -  US
 FF1102  USGS QUAD   -  PECAN POINT (2017)
 FF1102
 FF1102                         *CURRENT SURVEY CONTROL
 FF1102  ______________________________________________________________________
 FF1102* NAD 83(2011) POSITION- 35 28 50.17151(N) 090 05 32.89902(W)   ADJUSTED
 FF1102* NAD 83(2011) ELLIP HT-    48.722 (meters)        (06/27/12)   ADJUSTED
 FF1102* NAD 83(2011) EPOCH   -  2010.00
 FF1102* NAVD 88 ORTHO HEIGHT -    76.32  (meters)      250.4   (feet) GPS OBS
 FF1102  ______________________________________________________________________
 FF1102  NAVD 88 orthometric height was determined with geoid model    GEOID03
 FF1102  GEOID HEIGHT    -        -27.562 (meters)                     GEOID03
 FF1102  GEOID HEIGHT    -        -27.576 (meters)                     GEOID18
 FF1102  NAD 83(2011) X  -     -8,392.001 (meters)                     COMP
 FF1102  NAD 83(2011) Y  - -5,199,693.524 (meters)                     COMP
 FF1102  NAD 83(2011) Z  -  3,681,444.015 (meters)                     COMP
 FF1102  LAPLACE CORR    -          1.36  (seconds)                    DEFLEC18
 FF1102
 FF1102  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FF1102  Standards:
 FF1102         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FF1102            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FF1102  -------------------------------------------------------------------
 FF1102  NETWORK    2.03   2.16           0.93   0.69   1.10      0.10271702
 FF1102  -------------------------------------------------------------------
 FF1102  Click here for local accuracies and other accuracy information.
 FF1102
 FF1102.The horizontal coordinates were established by GPS observations
 FF1102.and adjusted by the National Geodetic Survey in June 2012.
 FF1102
 FF1102.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FF1102.been affixed to the stable North American tectonic plate. See 
 FF1102.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FF1102
 FF1102.The horizontal coordinates are valid at the epoch date displayed above
 FF1102.which is a decimal equivalence of Year/Month/Day.
 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.
 FF1102
 FF1102.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1102.GEOID18 height accuracy estimate available here.
 FF1102
 FF1102.Click photographs - Photos may exist for this station.
 FF1102
 FF1102.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF1102
 FF1102.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1102
 FF1102.The ellipsoidal height was determined by GPS observations
 FF1102.and is referenced to NAD 83.
 FF1102
 FF1102. The following values were computed from the NAD 83(2011) position.
 FF1102
 FF1102;                    North         East     Units Scale Factor Converg.
 FF1102;SPC AR N     -   128,956.286   573,088.819   MT  0.99993756   +1 06 36.0
 FF1102;SPC AR N     -   423,084.08  1,880,208.90   sFT  0.99993756   +1 06 36.0
 FF1102;UTM  15      - 3,930,229.136   763,793.346   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6379330229(NAD 83)
 FF1102
 FF1102                          SUPERSEDED SURVEY CONTROL
 FF1102
 FF1102  NAD 83(2007)-  35 28 50.17157(N)    090 05 32.90004(W) AD(2002.00) 0
 FF1102  ELLIP H (02/10/07)   48.749  (m)                       GP(2002.00)    
 FF1102  NAD 83(1997)-  35 28 50.17142(N)    090 05 32.89986(W) AD(       ) 1
 FF1102  ELLIP H (05/31/05)   48.739  (m)                       GP(       ) 4 2
 FF1102  NAVD 88 (06/15/91)   76.298  (m)          250.32   (f) ADJUSTED    1 1
 FF1102  NGVD 29 (11/26/84)   76.277  (m)          250.25   (f) ADJUSTED    1 1
 FF1102
 FF1102.Superseded values are not recommended for survey control.
 FF1102
 FF1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1102.See file dsdata.pdf to determine how the superseded data were derived.
 FF1102
 FF1102_MARKER: DV = VERTICAL CONTROL DISK
 FF1102_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FF1102+WITH SETTING: INTO GROUND
 FF1102_STAMPING: K 216 1976
 FF1102_MARK LOGO: NGS
 FF1102_MAGNETIC: I = MARKER IS A STEEL ROD
 FF1102_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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             USACE
 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 ARMY CORPS OF ENGINEERS 2000 (JMH)
 FF1102'RECOVERED IN GOOD CONDITION.
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1072 ***********************************************************************
 FF1072  DESIGNATION -  K 217
 FF1072  PID         -  FF1072
 FF1072  STATE/COUNTY-  AR/CRITTENDEN
 FF1072  COUNTRY     -  US
 FF1072  USGS QUAD   -  NORTHWEST MEMPHIS (2019)
 FF1072
 FF1072                         *CURRENT SURVEY CONTROL
 FF1072  ______________________________________________________________________
 FF1072* NAD 83(1997) POSITION- 35 14 14.11029(N) 090 06 30.72993(W)   ADJUSTED
 FF1072* NAVD 88 ORTHO HEIGHT -    74.412 (meters)      244.13  (feet) ADJUSTED
 FF1072  ______________________________________________________________________
 FF1072  GEOID HEIGHT    -        -27.343 (meters)                     GEOID18
 FF1072  LAPLACE CORR    -         -0.05  (seconds)                    DEFLEC18
 FF1072  DYNAMIC HEIGHT  -         74.346 (meters)      243.92  (feet) COMP
 FF1072  MODELED GRAVITY -    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 and
 FF1072.adjusted by the NATIONAL GEODETIC SURVEY
 FF1072.in June 1991.
 FF1072
 FF1072.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1072.GEOID18 height accuracy estimate available here.
 FF1072
 FF1072.Click photographs - Photos may exist for this station.
 FF1072
 FF1072.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999261  x   0.99995416  =   0.99994677
 FF1072!SPC TN       -   0.99999261  x   1.00000227  =   0.99999488
 FF1072!UTM  15      -   0.99999261  x   1.00045333  =   1.00044594
 FF1072
 FF1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6312403186(NAD 83)
 FF1072
 FF1072                          SUPERSEDED SURVEY CONTROL
 FF1072
 FF1072  NAD 83(1995)-  35 14 14.11044(N)    090 06 30.72989(W) AD(       ) 2
 FF1072  NAD 83(1993)-  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              74.40   (m)          244.1    (f) LEVELING    3  
 FF1072  NGVD 29 (11/26/84)   74.396  (m)          244.08   (f) ADJUSTED    1 1
 FF1072
 FF1072.Superseded values are not recommended for survey control.
 FF1072
 FF1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1072.See file dsdata.pdf to determine how the superseded data were derived.
 FF1072
 FF1072_MARKER: DV = VERTICAL CONTROL DISK
 FF1072_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FF1072+WITH SETTING: INTO GROUND
 FF1072_STAMPING: K 217 1976
 FF1072_MARK LOGO: NGS
 FF1072_MAGNETIC: I = MARKER IS A STEEL ROD
 FF1072_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1028 ***********************************************************************
 FF1028  HT_MOD      -  This is a Height Modernization Survey Station.
 FF1028  DESIGNATION -  K 218
 FF1028  PID         -  FF1028
 FF1028  STATE/COUNTY-  AR/CRITTENDEN
 FF1028  COUNTRY     -  US
 FF1028  USGS QUAD   -  EDMONDSON (2017)
 FF1028
 FF1028                         *CURRENT SURVEY CONTROL
 FF1028  ______________________________________________________________________
 FF1028* NAD 83(2011) POSITION- 35 00 21.71754(N) 090 19 09.47125(W)   ADJUSTED
 FF1028* NAD 83(2011) ELLIP HT-    43.094 (meters)        (06/27/12)   ADJUSTED
 FF1028* NAD 83(2011) EPOCH   -  2010.00
 FF1028* NAVD 88 ORTHO HEIGHT -    70.26  (meters)      230.5   (feet) GPS OBS
 FF1028  ______________________________________________________________________
 FF1028  NAVD 88 orthometric height was determined with geoid model    GEOID03
 FF1028  GEOID HEIGHT    -        -27.117 (meters)                     GEOID03
 FF1028  GEOID HEIGHT    -        -27.174 (meters)                     GEOID18
 FF1028  NAD 83(2011) X  -    -29,145.997 (meters)                     COMP
 FF1028  NAD 83(2011) Y  - -5,229,997.022 (meters)                     COMP
 FF1028  NAD 83(2011) Z  -  3,638,439.841 (meters)                     COMP
 FF1028  LAPLACE CORR    -         -1.48  (seconds)                    DEFLEC18
 FF1028
 FF1028  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FF1028  Standards:
 FF1028         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FF1028            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FF1028  -------------------------------------------------------------------
 FF1028  NETWORK    1.53   3.53           0.69   0.54   1.80     -0.06328660
 FF1028  -------------------------------------------------------------------
 FF1028  Click here for local accuracies and other accuracy information.
 FF1028
 FF1028.The horizontal coordinates were established by GPS observations
 FF1028.and adjusted by the National Geodetic Survey in June 2012.
 FF1028
 FF1028.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FF1028.been affixed to the stable North American tectonic plate. See 
 FF1028.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FF1028
 FF1028.The horizontal coordinates are valid at the epoch date displayed above
 FF1028.which is a decimal equivalence of Year/Month/Day.
 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.
 FF1028
 FF1028.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1028.GEOID18 height accuracy estimate available here.
 FF1028
 FF1028.Click photographs - Photos may exist for this station.
 FF1028
 FF1028.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF1028
 FF1028.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1028
 FF1028.The ellipsoidal height was determined by GPS observations
 FF1028.and is referenced to NAD 83.
 FF1028
 FF1028. The following values were computed from the NAD 83(2011) position.
 FF1028
 FF1028;                    North         East     Units Scale Factor Converg.
 FF1028;SPC AR N     -    75,939.973   553,407.467   MT  0.99998650   +0 58 40.8
 FF1028;SPC AR N     -   249,146.39  1,815,637.66   sFT  0.99998650   +0 58 40.8
 FF1028;UTM  15      - 3,876,996.432   744,631.336   MT  1.00033762   +1 32 18.9
 FF1028
 FF1028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1028!SPC AR N     -   0.99999324  x   0.99998650  =   0.99997974
 FF1028!UTM  15      -   0.99999324  x   1.00033762  =   1.00033085
 FF1028
 FF1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU4463176996(NAD 83)
 FF1028
 FF1028                          SUPERSEDED SURVEY CONTROL
 FF1028
 FF1028  NAD 83(2007)-  35 00 21.71752(N)    090 19 09.47225(W) AD(2002.00) 0
 FF1028  ELLIP H (02/10/07)   43.111  (m)                       GP(2002.00)    
 FF1028  NAD 83(1997)-  35 00 21.71741(N)    090 19 09.47205(W) AD(       ) 1
 FF1028  ELLIP H (05/31/05)   43.102  (m)                       GP(       ) 4 2
 FF1028  NAVD 88 (06/15/91)   70.301  (m)          230.65   (f) ADJUSTED    1 2
 FF1028  NGVD 29 (11/26/84)   70.305  (m)          230.66   (f) ADJUSTED    1 2
 FF1028
 FF1028.Superseded values are not recommended for survey control.
 FF1028
 FF1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1028.See file dsdata.pdf to determine how the superseded data were derived.
 FF1028
 FF1028_MARKER: DV = VERTICAL CONTROL DISK
 FF1028_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FF1028+WITH SETTING: INTO GROUND
 FF1028_STAMPING: K 218 1976
 FF1028_MARK LOGO: NGS
 FF1028_MAGNETIC: I = MARKER IS A STEEL ROD
 FF1028_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1028_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1028+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2011
 FF1028
 FF1028  HISTORY     - Date     Condition        Report By
 FF1028  HISTORY     - 1976     MONUMENTED       NGS
 FF1028  HISTORY     - 20030326 GOOD             USACE
 FF1028  HISTORY     - 20030723 GOOD             EMCINC
 FF1028  HISTORY     - 20110601 MARK NOT FOUND   USACEM
 FF1028  HISTORY     - 20111025 GOOD             ARHD
 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.
 FF1028
 FF1028                          STATION RECOVERY (2011)
 FF1028
 FF1028'RECOVERY NOTE BY COE MEMPHIS 2011 (SRW)
 FF1028'MARK NOT FOUND.
 FF1028
 FF1028                          STATION RECOVERY (2011)
 FF1028
 FF1028'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (I)
 FF1028'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH0217 ***********************************************************************
 EH0217  DESIGNATION -  K 219
 EH0217  PID         -  EH0217
 EH0217  STATE/COUNTY-  AR/LEE
 EH0217  COUNTRY     -  US
 EH0217  USGS QUAD   -  HUGHES (2017)
 EH0217
 EH0217                         *CURRENT SURVEY CONTROL
 EH0217  ______________________________________________________________________
 EH0217* NAD 83(1986) POSITION- 34 53 28.     (N) 090 26 53.     (W)   SCALED
 EH0217* NAVD 88 ORTHO HEIGHT -    66.852 (meters)      219.33  (feet) ADJUSTED
 EH0217  ______________________________________________________________________
 EH0217  GEOID HEIGHT    -        -27.044 (meters)                     GEOID18
 EH0217  DYNAMIC HEIGHT  -         66.790 (meters)      219.13  (feet) COMP
 EH0217  MODELED GRAVITY -    979,714.4   (mgal)                       NAVD 88
 EH0217
 EH0217  VERT ORDER      -  FIRST     CLASS II
 EH0217
 EH0217.The horizontal coordinates were scaled from a map and have
 EH0217.an estimated accuracy of +/- 6 seconds.
 EH0217
 EH0217.The orthometric height was determined by differential leveling and
 EH0217.adjusted by the NATIONAL GEODETIC SURVEY
 EH0217.in June 1991.
 EH0217
 EH0217.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0217.GEOID18 height accuracy estimate available here.
 EH0217
 EH0217.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU332639(NAD 83)
 EH0217
 EH0217                          SUPERSEDED SURVEY CONTROL
 EH0217
 EH0217  NGVD 29 (11/26/84)   66.873  (m)          219.40   (f) ADJUSTED    1 2
 EH0217
 EH0217.Superseded values are not recommended for survey control.
 EH0217
 EH0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0217.See file dsdata.pdf to determine how the superseded data were derived.
 EH0217
 EH0217_MARKER: DV = VERTICAL CONTROL DISK
 EH0217_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0217+WITH SETTING: INTO GROUND
 EH0217_STAMPING: K 219 1976
 EH0217_MARK LOGO: NGS
 EH0217_MAGNETIC: I = MARKER IS A STEEL ROD
 EH0217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 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 FT ENCASED
 EH0217'IN A PIPE 2 FT BELOW LEVEE AND 1 FT 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 = MARCH 20, 2026 22:17:28 EDT
 DM0010 ***********************************************************************
 DM0010  DESIGNATION -  K 22
 DM0010  PID         -  DM0010
 DM0010  STATE/COUNTY-  AR/LITTLE RIVER
 DM0010  COUNTRY     -  US
 DM0010  USGS QUAD   -  WINTHROP (2017)
 DM0010
 DM0010                         *CURRENT SURVEY CONTROL
 DM0010  ______________________________________________________________________
 DM0010* NAD 83(1986) POSITION- 33 49 45.     (N) 094 20 56.     (W)   SCALED
 DM0010* NAVD 88 ORTHO HEIGHT -   100.057 (meters)      328.27  (feet) ADJUSTED
 DM0010  ______________________________________________________________________
 DM0010  GEOID HEIGHT    -        -27.329 (meters)                     GEOID18
 DM0010  DYNAMIC HEIGHT  -         99.955 (meters)      327.94  (feet) COMP
 DM0010  MODELED GRAVITY -    979,610.2   (mgal)                       NAVD 88
 DM0010
 DM0010  VERT ORDER      -  FIRST     CLASS II
 DM0010
 DM0010.The horizontal coordinates were scaled from a map and have
 DM0010.an estimated accuracy of +/- 6 seconds.
 DM0010
 DM0010.The orthometric height was determined by differential leveling and
 DM0010.adjusted by the NATIONAL GEODETIC SURVEY
 DM0010.in June 1991.
 DM0010
 DM0010.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM0010.GEOID18 height accuracy estimate available here.
 DM0010
 DM0010.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT751440(NAD 83)
 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
 DM0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0010.See file dsdata.pdf to determine how the superseded data were derived.
 DM0010
 DM0010_MARKER: DB = BENCH MARK DISK
 DM0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM0010_STAMPING: K 22 1932
 DM0010_MARK LOGO: CGS
 DM0010_PROJECTION: RECESSED 5 CENTIMETERS
 DM0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0010+STABILITY: SURFACE MOTION
 DM0010
 DM0010  HISTORY     - Date     Condition        Report By
 DM0010  HISTORY     - 1932     MONUMENTED       CGS
 DM0010  HISTORY     - 1962     GOOD             CGS
 DM0010  HISTORY     - 1985     MARK NOT FOUND   NGS
 DM0010
 DM0010                          STATION DESCRIPTION
 DM0010
 DM0010'DESCRIBED BY COAST AND 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EH0710 ***********************************************************************
 EH0710  DESIGNATION -  K 220
 EH0710  PID         -  EH0710
 EH0710  STATE/COUNTY-  AR/PHILLIPS
 EH0710  COUNTRY     -  US
 EH0710  USGS QUAD   -  FRIARS POINT NW (2018)
 EH0710
 EH0710                         *CURRENT SURVEY CONTROL
 EH0710  ______________________________________________________________________
 EH0710* NAD 83(1986) POSITION- 34 23 19.     (N) 090 39 20.     (W)   SCALED
 EH0710* NAVD 88 ORTHO HEIGHT -    61.820 (meters)      202.82  (feet) ADJUSTED
 EH0710  ______________________________________________________________________
 EH0710  GEOID HEIGHT    -        -26.934 (meters)                     GEOID18
 EH0710  DYNAMIC HEIGHT  -         61.760 (meters)      202.62  (feet) COMP
 EH0710  MODELED GRAVITY -    979,657.4   (mgal)                       NAVD 88
 EH0710
 EH0710  VERT ORDER      -  FIRST     CLASS II
 EH0710
 EH0710.The horizontal coordinates were scaled from a map and have
 EH0710.an estimated accuracy of +/- 6 seconds.
 EH0710
 EH0710.The orthometric height was determined by differential leveling and
 EH0710.adjusted by the NATIONAL GEODETIC SURVEY
 EH0710.in September 2022.
 EH0710
 EH0710.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0710.GEOID18 height accuracy estimate available here.
 EH0710
 EH0710.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU155077(NAD 83)
 EH0710
 EH0710                          SUPERSEDED SURVEY CONTROL
 EH0710
 EH0710  NAVD 88 (06/15/91)   61.806  (m)          202.78   (f) SUPERSEDED  1 2
 EH0710  NGVD 29 (11/26/84)   61.847  (m)          202.91   (f) ADJUSTED    1 2
 EH0710
 EH0710.Superseded values are not recommended for survey control.
 EH0710
 EH0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0710.See file dsdata.pdf to determine how the superseded data were derived.
 EH0710
 EH0710_MARKER: DV = VERTICAL CONTROL 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_MAGNETIC: I = MARKER IS A STEEL ROD
 EH0710_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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  HISTORY     - 20160414 MARK NOT FOUND   ARHD
 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.
 EH0710
 EH0710                          STATION RECOVERY (2016)
 EH0710
 EH0710'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (VJB)
 EH0710'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH0746 ***********************************************************************
 EH0746  DESIGNATION -  K 221
 EH0746  PID         -  EH0746
 EH0746  STATE/COUNTY-  AR/PHILLIPS
 EH0746  COUNTRY     -  US
 EH0746  USGS QUAD   -  MELLWOOD (2017)
 EH0746
 EH0746                         *CURRENT SURVEY CONTROL
 EH0746  ______________________________________________________________________
 EH0746* NAD 83(1986) POSITION- 34 12 02.     (N) 090 55 40.     (W)   SCALED
 EH0746* NAVD 88 ORTHO HEIGHT -    57.466 (meters)      188.54  (feet) ADJUSTED
 EH0746  ______________________________________________________________________
 EH0746  GEOID HEIGHT    -        -26.688 (meters)                     GEOID18
 EH0746  DYNAMIC HEIGHT  -         57.409 (meters)      188.35  (feet) COMP
 EH0746  MODELED GRAVITY -    979,648.3   (mgal)                       NAVD 88
 EH0746
 EH0746  VERT ORDER      -  FIRST     CLASS II
 EH0746
 EH0746.The horizontal coordinates were scaled from a map and have
 EH0746.an estimated accuracy of +/- 6 seconds.
 EH0746
 EH0746.The orthometric height was determined by differential leveling and
 EH0746.adjusted by the NATIONAL GEODETIC SURVEY
 EH0746.in June 1991.
 EH0746
 EH0746.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0746.GEOID18 height accuracy estimate available here.
 EH0746
 EH0746.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT909863(NAD 83)
 EH0746
 EH0746                          SUPERSEDED SURVEY CONTROL
 EH0746
 EH0746  NGVD 29 (11/26/84)   57.527  (m)          188.74   (f) ADJUSTED    1 2
 EH0746
 EH0746.Superseded values are not recommended for survey control.
 EH0746
 EH0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0746.See file dsdata.pdf to determine how the superseded data were derived.
 EH0746
 EH0746_MARKER: DV = VERTICAL CONTROL 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_MAGNETIC: I = MARKER IS A STEEL ROD
 EH0746_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 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 2 FEET BELOW LEVEE 1 FT NORTHWEST OF A
 EH0746'WITNESS POST.
 EH0746
 EH0746                          STATION RECOVERY (1985)
 EH0746
 EH0746'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 EH0746'RECOVERED IN GOOD CONDITION.
 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 = MARCH 20, 2026 22:17:28 EDT
 EH0987 ***********************************************************************
 EH0987  DESIGNATION -  K 222
 EH0987  PID         -  EH0987
 EH0987  STATE/COUNTY-  AR/LEE
 EH0987  COUNTRY     -  US
 EH0987  USGS QUAD   -  STUBBS ISLAND (2018)
 EH0987
 EH0987                         *CURRENT SURVEY CONTROL
 EH0987  ______________________________________________________________________
 EH0987* NAD 83(1986) POSITION- 34 40 24.     (N) 090 36 56.     (W)   SCALED
 EH0987* NAVD 88 ORTHO HEIGHT -    63.723 (meters)      209.06  (feet) ADJUSTED
 EH0987  ______________________________________________________________________
 EH0987  GEOID HEIGHT    -        -26.971 (meters)                     GEOID18
 EH0987  DYNAMIC HEIGHT  -         63.663 (meters)      208.87  (feet) COMP
 EH0987  MODELED GRAVITY -    979,686.4   (mgal)                       NAVD 88
 EH0987
 EH0987  VERT ORDER      -  FIRST     CLASS II
 EH0987
 EH0987.The horizontal coordinates were scaled from a map and have
 EH0987.an estimated accuracy of +/- 6 seconds.
 EH0987
 EH0987.The orthometric height was determined by differential leveling and
 EH0987.adjusted by the NATIONAL GEODETIC SURVEY
 EH0987.in June 1991.
 EH0987
 EH0987.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0987.GEOID18 height accuracy estimate available here.
 EH0987
 EH0987.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU184394(NAD 83)
 EH0987
 EH0987                          SUPERSEDED SURVEY CONTROL
 EH0987
 EH0987  NGVD 29 (11/26/84)   63.753  (m)          209.16   (f) ADJUSTED    1 2
 EH0987
 EH0987.Superseded values are not recommended for survey control.
 EH0987
 EH0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0987.See file dsdata.pdf to determine how the superseded data were derived.
 EH0987
 EH0987_MARKER: DV = VERTICAL CONTROL 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_MARK LOGO: NGS
 EH0987_MAGNETIC: I = MARKER IS A STEEL ROD
 EH0987_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 MILES SOUTH ALONG THE LEVEE FROM THE JUNCTION OF A DIRT ROAD AT
 EH0987'WHITEHALL, 112 FT SOUTHWEST OF THE CENTER OF THE JUNCTION OF AN OFF
 EH0987'RAMP AND THE LEVEE, 19 FT WEST OF THE CENTERLINE OF THE LEVEE, AND
 EH0987'2 FT NORTH OF MILEPOST 214/215.  A DISK ON TOP OF A COPPER-COATED
 EH0987'STEEL ROD TO A DEPTH OF 4 FT ENCASED IN A PIPE 2 FT BELOW LEVEE 1 FT
 EH0987'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 = MARCH 20, 2026 22:17:28 EDT
 EH0775 ***********************************************************************
 EH0775  DESIGNATION -  K 223
 EH0775  PID         -  EH0775
 EH0775  STATE/COUNTY-  AR/DESHA
 EH0775  COUNTRY     -  US
 EH0775  USGS QUAD   -  LACONIA (2017)
 EH0775
 EH0775                         *CURRENT SURVEY CONTROL
 EH0775  ______________________________________________________________________
 EH0775* NAD 83(1986) POSITION- 34 01 50.     (N) 090 58 48.     (W)   SCALED
 EH0775* NAVD 88 ORTHO HEIGHT -    55.398 (meters)      181.75  (feet) ADJUSTED
 EH0775  ______________________________________________________________________
 EH0775  GEOID HEIGHT    -        -26.544 (meters)                     GEOID18
 EH0775  DYNAMIC HEIGHT  -         55.343 (meters)      181.57  (feet) COMP
 EH0775  MODELED GRAVITY -    979,639.6   (mgal)                       NAVD 88
 EH0775
 EH0775  VERT ORDER      -  FIRST     CLASS II
 EH0775
 EH0775.The horizontal coordinates were scaled from a map and have
 EH0775.an estimated accuracy of +/- 6 seconds.
 EH0775
 EH0775.The orthometric height was determined by differential leveling and
 EH0775.adjusted by the NATIONAL GEODETIC SURVEY
 EH0775.in September 2022.
 EH0775
 EH0775.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0775.GEOID18 height accuracy estimate available here.
 EH0775
 EH0775.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT864673(NAD 83)
 EH0775
 EH0775                          SUPERSEDED SURVEY CONTROL
 EH0775
 EH0775  NAVD 88 (06/15/91)   55.392  (m)          181.73   (f) SUPERSEDED  1 2
 EH0775  NGVD 29 (11/26/84)   55.436  (m)          181.88   (f) ADJUSTED    1 2
 EH0775
 EH0775.Superseded values are not recommended for survey control.
 EH0775
 EH0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0775.See file dsdata.pdf to determine how the superseded data were derived.
 EH0775
 EH0775_MARKER: DV = VERTICAL CONTROL 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_MAGNETIC: I = MARKER IS A STEEL ROD
 EH0775_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2427 ***********************************************************************
 EH2427  DESIGNATION -  K 224 RESET
 EH2427  PID         -  EH2427
 EH2427  STATE/COUNTY-  AR/PHILLIPS
 EH2427  COUNTRY     -  US
 EH2427  USGS QUAD   -  WEST HELENA (2017)
 EH2427
 EH2427                         *CURRENT SURVEY CONTROL
 EH2427  ______________________________________________________________________
 EH2427* NAD 83(1986) POSITION- 34 33 16.     (N) 090 43 11.     (W)   SCALED
 EH2427* NAVD 88 ORTHO HEIGHT -    62.24  (meters)      204.2   (feet) RESET
 EH2427  ______________________________________________________________________
 EH2427  GEOID HEIGHT    -        -27.010 (meters)                     GEOID18
 EH2427  VERT ORDER      -  THIRD
 EH2427
 EH2427.The horizontal coordinates were scaled from a map and have
 EH2427.an estimated accuracy of +/- 6 seconds.
 EH2427
 EH2427.The orthometric height was computed from unverified reset data.
 EH2427
 EH2427.No vertical observational check was made to the station.
 EH2427
 EH2427.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2427.GEOID18 height accuracy estimate available here.
 EH2427
 EH2427.Click photographs - Photos may exist for this station.
 EH2427
 EH2427;                    North         East    Units  Estimated Accuracy
 EH2427;SPC AR S     -   610,120.      517,500.      MT  (+/- 180 meters Scaled)
 EH2427
 EH2427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU092259(NAD 83)
 EH2427
 EH2427                          SUPERSEDED SURVEY CONTROL
 EH2427
 EH2427  NGVD 29 (??/??/??)   62.28   (m)          204.3    (f) RESET       3  
 EH2427
 EH2427.Superseded values are not recommended for survey control.
 EH2427
 EH2427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2427.See file dsdata.pdf to determine how the superseded data were derived.
 EH2427
 EH2427_MARKER: DV = VERTICAL CONTROL 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_MARK LOGO: NGS
 EH2427_MAGNETIC: I = MARKER IS A STEEL ROD
 EH2427_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1493 ***********************************************************************
 EH1493  DESIGNATION -  K 225
 EH1493  PID         -  EH1493
 EH1493  STATE/COUNTY-  AR/ARKANSAS
 EH1493  COUNTRY     -  US
 EH1493  USGS QUAD   -  DE WITT (2017)
 EH1493
 EH1493                         *CURRENT SURVEY CONTROL
 EH1493  ______________________________________________________________________
 EH1493* NAD 83(1986) POSITION- 34 20 24.     (N) 091 15 35.     (W)   SCALED
 EH1493* NAVD 88 ORTHO HEIGHT -    57.717 (meters)      189.36  (feet) ADJUSTED
 EH1493  ______________________________________________________________________
 EH1493  GEOID HEIGHT    -        -26.567 (meters)                     GEOID18
 EH1493  DYNAMIC HEIGHT  -         57.661 (meters)      189.18  (feet) COMP
 EH1493  MODELED GRAVITY -    979,666.2   (mgal)                       NAVD 88
 EH1493
 EH1493  VERT ORDER      -  FIRST     CLASS II
 EH1493
 EH1493.The horizontal coordinates were scaled from a map and have
 EH1493.an estimated accuracy of +/- 6 seconds.
 EH1493
 EH1493.The orthometric height was determined by differential leveling and
 EH1493.adjusted by the NATIONAL GEODETIC SURVEY
 EH1493.in August 1993.
 EH1493
 EH1493.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1493.GEOID18 height accuracy estimate available here.
 EH1493
 EH1493.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU600012(NAD 83)
 EH1493
 EH1493                          SUPERSEDED SURVEY CONTROL
 EH1493
 EH1493  NAVD 88 (06/15/91)   57.682  (m)          189.25   (f) SUPERSEDED  1 2
 EH1493  NGVD 29 (11/26/84)   57.741  (m)          189.44   (f) ADJUSTED    1 2
 EH1493
 EH1493.Superseded values are not recommended for survey control.
 EH1493
 EH1493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1493.See file dsdata.pdf to determine how the superseded data were derived.
 EH1493
 EH1493_MARKER: DV = VERTICAL CONTROL 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_MARK LOGO: NGS
 EH1493_MAGNETIC: I = MARKER IS A STEEL ROD
 EH1493_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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  HISTORY     - 20150316 MARK NOT FOUND   ARHD
 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.
 EH1493
 EH1493                          STATION RECOVERY (2015)
 EH1493
 EH1493'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (BAB)
 EH1493'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK0895 ***********************************************************************
 DK0895  DESIGNATION -  K 226
 DK0895  PID         -  DK0895
 DK0895  STATE/COUNTY-  AR/ARKANSAS
 DK0895  COUNTRY     -  US
 DK0895  USGS QUAD   -  DUMAS (2017)
 DK0895
 DK0895                         *CURRENT SURVEY CONTROL
 DK0895  ______________________________________________________________________
 DK0895* NAD 83(1986) POSITION- 33 58 58.88   (N) 091 23 04.24   (W)   HD_HELD1
 DK0895* NAVD 88 ORTHO HEIGHT -    59.392 (meters)      194.86  (feet) ADJUSTED
 DK0895  ______________________________________________________________________
 DK0895  GEOID HEIGHT    -        -26.117 (meters)                     GEOID18
 DK0895  DYNAMIC HEIGHT  -         59.334 (meters)      194.67  (feet) COMP
 DK0895  MODELED GRAVITY -    979,655.5   (mgal)                       NAVD 88
 DK0895
 DK0895  VERT ORDER      -  FIRST     CLASS II
 DK0895
 DK0895.The horizontal coordinates were determined by differentially corrected
 DK0895.hand held GPS observations or other comparable positioning techniques
 DK0895.and have an estimated accuracy of +/- 3 meters.
 DK0895
 DK0895.The orthometric height was determined by differential leveling and
 DK0895.adjusted by the NATIONAL GEODETIC SURVEY
 DK0895.in June 1991.
 DK0895
 DK0895.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK0895.GEOID18 height accuracy estimate available here.
 DK0895
 DK0895.Click photographs - Photos may exist for this station.
 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     -   546,170.7     456,868.2     MT  (+/- 3 meters HH1 GPS) 
 DK0895
 DK0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT4922461449(NAD 83)
 DK0895
 DK0895                          SUPERSEDED SURVEY CONTROL
 DK0895
 DK0895  NGVD 29 (11/26/84)   59.454  (m)          195.06   (f) ADJUSTED    1 2
 DK0895
 DK0895.Superseded values are not recommended for survey control.
 DK0895
 DK0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0895.See file dsdata.pdf to determine how the superseded data were derived.
 DK0895
 DK0895_MARKER: DV = VERTICAL CONTROL DISK
 DK0895_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DK0895_SP_SET: BRIDGE
 DK0895_STAMPING: K 226 1976
 DK0895_MARK LOGO: NGS
 DK0895_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK0895_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK0895+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2015
 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  HISTORY     - 20150317 GOOD             USACEL
 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.
 DK0895
 DK0895                          STATION RECOVERY (2015)
 DK0895
 DK0895'RECOVERY NOTE BY USACE LITTLE ROCK 2015 (SCC)
 DK0895'FOUND AS DESCRIBED IN GOOD CONDITION.  NO MEMORIAL MARKER OVER THE
 DK0895'MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL1210 ***********************************************************************
 DL1210  DESIGNATION -  K 23
 DL1210  PID         -  DL1210
 DL1210  STATE/COUNTY-  AR/CLARK
 DL1210  COUNTRY     -  US
 DL1210  USGS QUAD   -  OKOLONA SOUTH (2017)
 DL1210
 DL1210                         *CURRENT SURVEY CONTROL
 DL1210  ______________________________________________________________________
 DL1210* NAD 83(1986) POSITION- 33 59 46.56   (N) 093 20 22.57   (W)   HD_HELD1
 DL1210* NAVD 88 ORTHO HEIGHT -   114.358 (meters)      375.19  (feet) ADJUSTED
 DL1210  ______________________________________________________________________
 DL1210  GEOID HEIGHT    -        -26.962 (meters)                     GEOID18
 DL1210  DYNAMIC HEIGHT  -        114.243 (meters)      374.81  (feet) COMP
 DL1210  MODELED GRAVITY -    979,622.3   (mgal)                       NAVD 88
 DL1210
 DL1210  VERT ORDER      -  SECOND    CLASS 0
 DL1210
 DL1210.The horizontal coordinates were determined by differentially corrected
 DL1210.hand held GPS observations or other comparable positioning techniques
 DL1210.and have an estimated accuracy of +/- 3 meters.
 DL1210
 DL1210.The orthometric height was determined by differential leveling and
 DL1210.adjusted by the NATIONAL GEODETIC SURVEY
 DL1210.in June 1991.
 DL1210
 DL1210.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1210.GEOID18 height accuracy estimate available here.
 DL1210
 DL1210.Click photographs - Photos may exist for this station.
 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     -   548,278.4     276,249.3     MT  (+/- 3 meters HH1 GPS) 
 DL1210
 DL1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT6863661794(NAD 83)
 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
 DL1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1210.See file dsdata.pdf to determine how the superseded data were derived.
 DL1210
 DL1210_MARKER: DB = BENCH MARK DISK
 DL1210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1210_STAMPING: 375.235 K 23 1932
 DL1210_MARK LOGO: CGS
 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   CGS
 DL1210  HISTORY     - 1964     MARK NOT FOUND   CGS
 DL1210
 DL1210                          STATION DESCRIPTION
 DL1210
 DL1210'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 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 COAST AND GEODETIC SURVEY 1964
 DL1210'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1481 ***********************************************************************
 EJ1481  DESIGNATION -  K 24 RESET
 EJ1481  PID         -  EJ1481
 EJ1481  STATE/COUNTY-  AR/SCOTT
 EJ1481  COUNTRY     -  US
 EJ1481  USGS QUAD   -  BUCK KNOB (2017)
 EJ1481
 EJ1481                         *CURRENT SURVEY CONTROL
 EJ1481  ______________________________________________________________________
 EJ1481* NAD 83(1986) POSITION- 34 41 14.     (N) 093 52 40.     (W)   SCALED
 EJ1481* NAVD 88 ORTHO HEIGHT -   363.64  (meters)     1193.0   (feet) RESET
 EJ1481  ______________________________________________________________________
 EJ1481  GEOID HEIGHT    -        -29.603 (meters)                     GEOID18
 EJ1481  VERT ORDER      -  THIRD
 EJ1481
 EJ1481.The horizontal coordinates were scaled from a map and have
 EJ1481.an estimated accuracy of +/- 6 seconds.
 EJ1481
 EJ1481.The orthometric height was computed from unverified reset data.
 EJ1481
 EJ1481.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1481.GEOID18 height accuracy estimate available here.
 EJ1481
 EJ1481.Click photographs - Photos may exist for this station.
 EJ1481
 EJ1481;                    North         East    Units  Estimated Accuracy
 EJ1481;SPC AR N     -    40,900.      227,930.      MT  (+/- 180 meters Scaled)
 EJ1481
 EJ1481_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU195387(NAD 83)
 EJ1481
 EJ1481                          SUPERSEDED SURVEY CONTROL
 EJ1481
 EJ1481.No superseded survey control is available for this station.
 EJ1481
 EJ1481_MARKER: DB = BENCH MARK DISK
 EJ1481_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EJ1481_SP_SET: CULVERT HEADWALL
 EJ1481_STAMPING: K 24 RESET 1968
 EJ1481_MARK LOGO: CGS
 EJ1481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1481+STABILITY: SURFACE MOTION
 EJ1481
 EJ1481  HISTORY     - Date     Condition        Report By
 EJ1481  HISTORY     - 1968     MONUMENTED       ARHD
 EJ1481
 EJ1481                          STATION DESCRIPTION
 EJ1481
 EJ1481'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 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 = MARCH 20, 2026 22:17:28 EDT
 FF0790 ***********************************************************************
 FF0790  DESIGNATION -  K 242
 FF0790  PID         -  FF0790
 FF0790  STATE/COUNTY-  AR/POINSETT
 FF0790  COUNTRY     -  US
 FF0790  USGS QUAD   -  HARRISBURG (2017)
 FF0790
 FF0790                         *CURRENT SURVEY CONTROL
 FF0790  ______________________________________________________________________
 FF0790* NAD 83(1986) POSITION- 35 35 31.     (N) 090 43 14.     (W)   SCALED
 FF0790* NAVD 88 ORTHO HEIGHT -    83.103 (meters)      272.65  (feet) ADJUSTED
 FF0790  ______________________________________________________________________
 FF0790  GEOID HEIGHT    -        -27.639 (meters)                     GEOID18
 FF0790  DYNAMIC HEIGHT  -         83.031 (meters)      272.41  (feet) COMP
 FF0790  MODELED GRAVITY -    979,757.8   (mgal)                       NAVD 88
 FF0790
 FF0790  VERT ORDER      -  FIRST     CLASS II
 FF0790
 FF0790.The horizontal coordinates were scaled from a map and have
 FF0790.an estimated accuracy of +/- 6 seconds.
 FF0790
 FF0790.The orthometric height was determined by differential leveling and
 FF0790.adjusted by the NATIONAL GEODETIC SURVEY
 FF0790.in June 1991.
 FF0790
 FF0790.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0790.GEOID18 height accuracy estimate available here.
 FF0790
 FF0790.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV065410(NAD 83)
 FF0790
 FF0790                          SUPERSEDED SURVEY CONTROL
 FF0790
 FF0790  NGVD 29 (11/26/84)   83.043  (m)          272.45   (f) ADJUSTED    1 2
 FF0790
 FF0790.Superseded values are not recommended for survey control.
 FF0790
 FF0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0790.See file dsdata.pdf to determine how the superseded data were derived.
 FF0790
 FF0790_MARKER: DB = BENCH MARK DISK
 FF0790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0790_STAMPING: K 242 1938
 FF0790_MARK LOGO: CGS
 FF0790_PROJECTION: RECESSED 5 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 DK1039 ***********************************************************************
 DK1039  DESIGNATION -  K 243
 DK1039  PID         -  DK1039
 DK1039  STATE/COUNTY-  AR/CHICOT
 DK1039  COUNTRY     -  US
 DK1039  USGS QUAD   -  JEROME (2017)
 DK1039
 DK1039                         *CURRENT SURVEY CONTROL
 DK1039  ______________________________________________________________________
 DK1039* NAD 83(1986) POSITION- 33 28 01.     (N) 091 26 41.     (W)   SCALED
 DK1039* NAVD 88 ORTHO HEIGHT -    41.956 (meters)      137.65  (feet) ADJUSTED
 DK1039  ______________________________________________________________________
 DK1039  GEOID HEIGHT    -        -26.068 (meters)                     GEOID18
 DK1039  DYNAMIC HEIGHT  -         41.913 (meters)      137.51  (feet) COMP
 DK1039  MODELED GRAVITY -    979,597.3   (mgal)                       NAVD 88
 DK1039
 DK1039  VERT ORDER      -  FIRST     CLASS II
 DK1039
 DK1039.The horizontal coordinates were scaled from a map and have
 DK1039.an estimated accuracy of +/- 6 seconds.
 DK1039
 DK1039.The orthometric height was determined by differential leveling and
 DK1039.adjusted by the NATIONAL GEODETIC SURVEY
 DK1039.in June 1991.
 DK1039
 DK1039.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1039.GEOID18 height accuracy estimate available here.
 DK1039
 DK1039.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT445041(NAD 83)
 DK1039
 DK1039                          SUPERSEDED SURVEY CONTROL
 DK1039
 DK1039  NGVD 29 (11/26/84)   42.069  (m)          138.02   (f) ADJUSTED    1 2
 DK1039
 DK1039.Superseded values are not recommended for survey control.
 DK1039
 DK1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1039.See file dsdata.pdf to determine how the superseded data were derived.
 DK1039
 DK1039_MARKER: DB = BENCH MARK DISK
 DK1039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1039_STAMPING: K 243 1939
 DK1039_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0388 ***********************************************************************
 FG0388  DESIGNATION -  K 244
 FG0388  PID         -  FG0388
 FG0388  STATE/COUNTY-  AR/PERRY
 FG0388  COUNTRY     -  US
 FG0388  USGS QUAD   -  ADONA (2017)
 FG0388
 FG0388                         *CURRENT SURVEY CONTROL
 FG0388  ______________________________________________________________________
 FG0388* NAD 83(1986) POSITION- 35 02 12.     (N) 092 55 49.     (W)   SCALED
 FG0388* NAVD 88 ORTHO HEIGHT -   120.580 (meters)      395.60  (feet) ADJUSTED
 FG0388  ______________________________________________________________________
 FG0388  GEOID HEIGHT    -        -28.660 (meters)                     GEOID18
 FG0388  DYNAMIC HEIGHT  -        120.463 (meters)      395.22  (feet) COMP
 FG0388  MODELED GRAVITY -    979,666.2   (mgal)                       NAVD 88
 FG0388
 FG0388  VERT ORDER      -  SECOND    CLASS 0
 FG0388
 FG0388.The horizontal coordinates were scaled from a map and have
 FG0388.an estimated accuracy of +/- 6 seconds.
 FG0388
 FG0388.The orthometric height was determined by differential leveling and
 FG0388.adjusted by the NATIONAL GEODETIC SURVEY
 FG0388.in June 1991.
 FG0388
 FG0388.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0388.GEOID18 height accuracy estimate available here.
 FG0388
 FG0388.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU063771(NAD 83)
 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
 FG0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0388.See file dsdata.pdf to determine how the superseded data were derived.
 FG0388
 FG0388_MARKER: DB = BENCH MARK DISK
 FG0388_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0388_STAMPING: K 244 1939
 FG0388_MARK LOGO: CGS
 FG0388_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1537 ***********************************************************************
 EH1537  DESIGNATION -  K 245
 EH1537  PID         -  EH1537
 EH1537  STATE/COUNTY-  AR/LINCOLN
 EH1537  COUNTRY     -  US
 EH1537  USGS QUAD   -  GRADY (2017)
 EH1537
 EH1537                         *CURRENT SURVEY CONTROL
 EH1537  ______________________________________________________________________
 EH1537* NAD 83(1986) POSITION- 34 03 49.     (N) 091 40 04.     (W)   SCALED
 EH1537* NAVD 88 ORTHO HEIGHT -    55.590 (meters)      182.38  (feet) ADJUSTED
 EH1537  ______________________________________________________________________
 EH1537  GEOID HEIGHT    -        -25.961 (meters)                     GEOID18
 EH1537  DYNAMIC HEIGHT  -         55.535 (meters)      182.20  (feet) COMP
 EH1537  MODELED GRAVITY -    979,654.7   (mgal)                       NAVD 88
 EH1537
 EH1537  VERT ORDER      -  FIRST     CLASS II
 EH1537
 EH1537.The horizontal coordinates were scaled from a map and have
 EH1537.an estimated accuracy of +/- 6 seconds.
 EH1537
 EH1537.The orthometric height was determined by differential leveling and
 EH1537.adjusted by the NATIONAL GEODETIC SURVEY
 EH1537.in September 2023.
 EH1537
 EH1537.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1537.GEOID18 height accuracy estimate available here.
 EH1537
 EH1537.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT229700(NAD 83)
 EH1537
 EH1537                          SUPERSEDED SURVEY CONTROL
 EH1537
 EH1537  NAVD 88 (08/03/93)   55.644  (m)          182.56   (f) SUPERSEDED  1 2
 EH1537  NAVD 88 (06/15/91)   55.644  (m)          182.56   (f) SUPERSEDED  1 2
 EH1537  NGVD 29 (11/26/84)   55.719  (m)          182.80   (f) ADJUSTED    1 2
 EH1537
 EH1537.Superseded values are not recommended for survey control.
 EH1537
 EH1537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1537.See file dsdata.pdf to determine how the superseded data were derived.
 EH1537
 EH1537_MARKER: DB = BENCH MARK DISK
 EH1537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1537_STAMPING: K 245 1938
 EH1537_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0874 ***********************************************************************
 FF0874  DESIGNATION -  K 246
 FF0874  PID         -  FF0874
 FF0874  STATE/COUNTY-  AR/CRAIGHEAD
 FF0874  COUNTRY     -  US
 FF0874  USGS QUAD   -  RISHER (2017)
 FF0874
 FF0874                         *CURRENT SURVEY CONTROL
 FF0874  ______________________________________________________________________
 FF0874* NAD 83(1986) POSITION- 35 43 56.     (N) 090 59 07.     (W)   SCALED
 FF0874* NAVD 88 ORTHO HEIGHT -    73.569 (meters)      241.37  (feet) ADJUSTED
 FF0874  ______________________________________________________________________
 FF0874  GEOID HEIGHT    -        -27.707 (meters)                     GEOID18
 FF0874  DYNAMIC HEIGHT  -         73.506 (meters)      241.16  (feet) COMP
 FF0874  MODELED GRAVITY -    979,780.1   (mgal)                       NAVD 88
 FF0874
 FF0874  VERT ORDER      -  SECOND    CLASS 0
 FF0874
 FF0874.The horizontal coordinates were scaled from a map and have
 FF0874.an estimated accuracy of +/- 6 seconds.
 FF0874
 FF0874.The orthometric height was determined by differential leveling and
 FF0874.adjusted by the NATIONAL GEODETIC SURVEY
 FF0874.in June 1991.
 FF0874
 FF0874.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0874.GEOID18 height accuracy estimate available here.
 FF0874
 FF0874.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV822561(NAD 83)
 FF0874
 FF0874                          SUPERSEDED SURVEY CONTROL
 FF0874
 FF0874  NGVD 29 (11/26/84)   73.494  (m)          241.12   (f) ADJUSTED    2 0
 FF0874
 FF0874.Superseded values are not recommended for survey control.
 FF0874
 FF0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0874.See file dsdata.pdf to determine how the superseded data were derived.
 FF0874
 FF0874_MARKER: DB = BENCH MARK DISK
 FF0874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0874_STAMPING: K 246 1938
 FF0874_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 DL0585 ***********************************************************************
 DL0585  DESIGNATION -  K 247
 DL0585  PID         -  DL0585
 DL0585  STATE/COUNTY-  AR/COLUMBIA
 DL0585  COUNTRY     -  US
 DL0585  USGS QUAD   -  BUSSEY (2017)
 DL0585
 DL0585                         *CURRENT SURVEY CONTROL
 DL0585  ______________________________________________________________________
 DL0585* NAD 83(1986) POSITION- 33 13 46.     (N) 093 28 47.     (W)   SCALED
 DL0585* NAVD 88 ORTHO HEIGHT -    81.247 (meters)      266.56  (feet) ADJUSTED
 DL0585  ______________________________________________________________________
 DL0585  GEOID HEIGHT    -        -26.531 (meters)                     GEOID18
 DL0585  DYNAMIC HEIGHT  -         81.159 (meters)      266.27  (feet) COMP
 DL0585  MODELED GRAVITY -    979,560.5   (mgal)                       NAVD 88
 DL0585
 DL0585  VERT ORDER      -  SECOND    CLASS 0
 DL0585
 DL0585.The horizontal coordinates were scaled from a map and have
 DL0585.an estimated accuracy of +/- 6 seconds.
 DL0585
 DL0585.The orthometric height was determined by differential leveling and
 DL0585.adjusted by the NATIONAL GEODETIC SURVEY
 DL0585.in June 1991.
 DL0585
 DL0585.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0585.GEOID18 height accuracy estimate available here.
 DL0585
 DL0585.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS553768(NAD 83)
 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
 DL0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0585.See file dsdata.pdf to determine how the superseded data were derived.
 DL0585
 DL0585_MARKER: DB = BENCH MARK DISK
 DL0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0585_STAMPING: K 247 1938
 DL0585_MARK LOGO: CGS
 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             CGS
 DL0585
 DL0585                          STATION DESCRIPTION
 DL0585
 DL0585'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG0527 ***********************************************************************
 FG0527  DESIGNATION -  K 248
 FG0527  PID         -  FG0527
 FG0527  STATE/COUNTY-  AR/VAN BUREN
 FG0527  COUNTRY     -  US
 FG0527  USGS QUAD   -  ALREAD (2017)
 FG0527
 FG0527                         *CURRENT SURVEY CONTROL
 FG0527  ______________________________________________________________________
 FG0527* NAD 83(1986) POSITION- 35 41 51.18   (N) 092 44 27.57   (W)   HD_HELD1
 FG0527* NAVD 88 ORTHO HEIGHT -   580.675 (meters)     1905.10  (feet) ADJUSTED
 FG0527  ______________________________________________________________________
 FG0527  GEOID HEIGHT    -        -27.950 (meters)                     GEOID18
 FG0527  DYNAMIC HEIGHT  -        580.110 (meters)     1903.24  (feet) COMP
 FG0527  MODELED GRAVITY -    979,641.3   (mgal)                       NAVD 88
 FG0527
 FG0527  VERT ORDER      -  SECOND    CLASS I
 FG0527
 FG0527.The horizontal coordinates were determined by differentially corrected
 FG0527.hand held GPS observations or other comparable positioning techniques
 FG0527.and have an estimated accuracy of +/- 3 meters.
 FG0527
 FG0527.The orthometric height was determined by differential leveling and
 FG0527.adjusted by the NATIONAL GEODETIC SURVEY
 FG0527.in June 1991.
 FG0527
 FG0527.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0527.GEOID18 height accuracy estimate available here.
 FG0527
 FG0527.Click photographs - Photos may exist for this station.
 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     -   151,601.0     332,940.1     MT  (+/- 3 meters HH1 GPS) 
 FG0527
 FG0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV2343250434(NAD 83)
 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
 FG0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0527.See file dsdata.pdf to determine how the superseded data were derived.
 FG0527
 FG0527_MARKER: DB = BENCH MARK DISK
 FG0527_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0527_STAMPING: K 248 1939
 FG0527_MARK LOGO: CGS
 FG0527_PROJECTION: RECESSED 10 CENTIMETERS
 FG0527_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0527_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FG0527+SATELLITE: SATELLITE OBSERVATIONS - January 27, 2016
 FG0527
 FG0527  HISTORY     - Date     Condition        Report By
 FG0527  HISTORY     - 1939     MONUMENTED       CGS
 FG0527  HISTORY     - 20160127 GOOD             ARHD
 FG0527
 FG0527                          STATION DESCRIPTION
 FG0527
 FG0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 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.
 FG0527
 FG0527                          STATION RECOVERY (2016)
 FG0527
 FG0527'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 FG0527'RECOVERED IN GOOD CONDITION.
 FG0527'
 FG0527'NOTE-ADD-IT IS 5.5 FT (1.7 M) WEST OF THE SOUTHWEST CORNER OF A STORM
 FG0527'SHELTER, 4.5 FT (1.4 M) NORTHEAST OF A FENCE CORNER AND WITNESS POST
 FG0527'AND 3.5 FT (1.1 M) NORTHEAST OF A POWER POLE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK1410 ***********************************************************************
 DK1410  DESIGNATION -  K 249
 DK1410  PID         -  DK1410
 DK1410  STATE/COUNTY-  AR/LINCOLN
 DK1410  COUNTRY     -  US
 DK1410  USGS QUAD   -  GOULD (2017)
 DK1410
 DK1410                         *CURRENT SURVEY CONTROL
 DK1410  ______________________________________________________________________
 DK1410* NAD 83(1986) POSITION- 33 59 40.     (N) 091 33 07.     (W)   SCALED
 DK1410* NAVD 88 ORTHO HEIGHT -    50.045 (meters)      164.19  (feet) ADJUSTED
 DK1410  ______________________________________________________________________
 DK1410  GEOID HEIGHT    -        -26.004 (meters)                     GEOID18
 DK1410  DYNAMIC HEIGHT  -         49.996 (meters)      164.03  (feet) COMP
 DK1410  MODELED GRAVITY -    979,648.3   (mgal)                       NAVD 88
 DK1410
 DK1410  VERT ORDER      -  SECOND    CLASS 0
 DK1410
 DK1410.The horizontal coordinates were scaled from a map and have
 DK1410.an estimated accuracy of +/- 6 seconds.
 DK1410
 DK1410.The orthometric height was determined by differential leveling and
 DK1410.adjusted by the NATIONAL GEODETIC SURVEY
 DK1410.in June 1991.
 DK1410
 DK1410.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1410.GEOID18 height accuracy estimate available here.
 DK1410
 DK1410.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT337624(NAD 83)
 DK1410
 DK1410                          SUPERSEDED SURVEY CONTROL
 DK1410
 DK1410  NGVD 29 (11/26/84)   50.120  (m)          164.44   (f) ADJUSTED    2 0
 DK1410
 DK1410.Superseded values are not recommended for survey control.
 DK1410
 DK1410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1410.See file dsdata.pdf to determine how the superseded data were derived.
 DK1410
 DK1410_MARKER: DB = BENCH MARK DISK
 DK1410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1410_STAMPING: K 249 1940
 DK1410_MARK LOGO: CGS
 DK1410_PROJECTION: PROJECTING 10 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1178 ***********************************************************************
 FG1178  DESIGNATION -  K 25
 FG1178  PID         -  FG1178
 FG1178  STATE/COUNTY-  AR/POPE
 FG1178  COUNTRY     -  US
 FG1178  USGS QUAD   -  RUSSELLVILLE WEST (2017)
 FG1178
 FG1178                         *CURRENT SURVEY CONTROL
 FG1178  ______________________________________________________________________
 FG1178* NAD 83(1986) POSITION- 35 16 48.39   (N) 093 08 05.51   (W)   HD_HELD1
 FG1178* NAVD 88 ORTHO HEIGHT -   107.220 (meters)      351.77  (feet) ADJUSTED
 FG1178  ______________________________________________________________________
 FG1178  GEOID HEIGHT    -        -29.171 (meters)                     GEOID18
 FG1178  DYNAMIC HEIGHT  -        107.119 (meters)      351.44  (feet) COMP
 FG1178  MODELED GRAVITY -    979,684.5   (mgal)                       NAVD 88
 FG1178
 FG1178  VERT ORDER      -  FIRST     CLASS II
 FG1178
 FG1178.The horizontal coordinates were determined by differentially corrected
 FG1178.hand held GPS observations or other comparable positioning techniques
 FG1178.and have an estimated accuracy of +/- 3 meters.
 FG1178
 FG1178.The orthometric height was determined by differential leveling and
 FG1178.adjusted by the NATIONAL GEODETIC SURVEY
 FG1178.in June 1991.
 FG1178
 FG1178.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1178.GEOID18 height accuracy estimate available here.
 FG1178
 FG1178.Click photographs - Photos may exist for this station.
 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     -   105,631.4     296,762.1     MT  (+/- 3 meters HH1 GPS) 
 FG1178
 FG1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV8773504115(NAD 83)
 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
 FG1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1178.See file dsdata.pdf to determine how the superseded data were derived.
 FG1178
 FG1178_MARKER: DB = BENCH MARK DISK
 FG1178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1178_STAMPING: 351.745 K 25 1932
 FG1178_MARK LOGO: CGS
 FG1178_PROJECTION: PROJECTING
 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 - August 15, 2019
 FG1178
 FG1178  HISTORY     - Date     Condition        Report By
 FG1178  HISTORY     - 1932     MONUMENTED       CGS
 FG1178  HISTORY     - 1935     GOOD             CGS
 FG1178  HISTORY     - 1984     GOOD             NGS
 FG1178  HISTORY     - 1987     GOOD             USPSQD
 FG1178  HISTORY     - 1988     GOOD             USPSQD
 FG1178  HISTORY     - 1989     GOOD             USPSQD
 FG1178  HISTORY     - 20040520 GOOD             ARHD
 FG1178  HISTORY     - 20081014 GOOD             NGS
 FG1178  HISTORY     - 20091105 GOOD             GEOCAC
 FG1178  HISTORY     - 20120801 GOOD             ARHD
 FG1178  HISTORY     - 20190815 GOOD             ARHD
 FG1178
 FG1178                          STATION DESCRIPTION
 FG1178
 FG1178'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 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 (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 (2004)
 FG1178
 FG1178'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2004 (VJB)
 FG1178'RECOVERED IN GOOD CONDITION.
 FG1178
 FG1178                          STATION RECOVERY (2008)
 FG1178
 FG1178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2008 (JBW)
 FG1178'RECOVERED IN GOOD CONDITION.
 FG1178
 FG1178                          STATION RECOVERY (2009)
 FG1178
 FG1178'RECOVERY NOTE BY GEOCACHING 2009 (RT)
 FG1178'RECOVERED IN GOOD CONDITION.
 FG1178
 FG1178                          STATION RECOVERY (2012)
 FG1178
 FG1178'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (JDH)
 FG1178'RECOVERED AS DESCRIBED.
 FG1178
 FG1178                          STATION RECOVERY (2019)
 FG1178
 FG1178'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2019 (MCA)
 FG1178'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0529 ***********************************************************************
 EJ0529  DESIGNATION -  K 250
 EJ0529  PID         -  EJ0529
 EJ0529  STATE/COUNTY-  AR/JEFFERSON
 EJ0529  COUNTRY     -  US
 EJ0529  USGS QUAD   -  WRIGHT (2017)
 EJ0529
 EJ0529                         *CURRENT SURVEY CONTROL
 EJ0529  ______________________________________________________________________
 EJ0529* NAD 83(1986) POSITION- 34 23 02.3    (N) 092 05 52.6    (W)   HD_HELD2
 EJ0529* NAVD 88 ORTHO HEIGHT -    80.962 (meters)      265.62  (feet) ADJUSTED
 EJ0529  ______________________________________________________________________
 EJ0529  GEOID HEIGHT    -        -26.079 (meters)                     GEOID18
 EJ0529  DYNAMIC HEIGHT  -         80.885 (meters)      265.37  (feet) COMP
 EJ0529  MODELED GRAVITY -    979,681.2   (mgal)                       NAVD 88
 EJ0529
 EJ0529  VERT ORDER      -  SECOND    CLASS 0
 EJ0529
 EJ0529.The horizontal coordinates were established by autonomous hand held GPS
 EJ0529.observations and have an estimated accuracy of +/- 10 meters.
 EJ0529
 EJ0529.The orthometric height was determined by differential leveling and
 EJ0529.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0529.in June 1991.
 EJ0529
 EJ0529.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0529.GEOID18 height accuracy estimate available here.
 EJ0529
 EJ0529.Click photographs - Photos may exist for this station.
 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     -   590,476.      390,993.      MT  (+/- 10 meters HH2 GPS)
 EJ0529
 EJ0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU8292705100(NAD 83)
 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
 EJ0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0529.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0529
 EJ0529_MARKER: DB = BENCH MARK DISK
 EJ0529_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EJ0529_SP_SET: CULVERT HEADWALL
 EJ0529_STAMPING: K 250 1940
 EJ0529_MARK LOGO: CGS
 EJ0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0529+STABILITY: SURFACE MOTION
 EJ0529
 EJ0529  HISTORY     - Date     Condition        Report By
 EJ0529  HISTORY     - 1940     MONUMENTED       CGS
 EJ0529  HISTORY     - 20080603 GOOD             USACEL
 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.
 EJ0529
 EJ0529                          STATION RECOVERY (2008)
 EJ0529
 EJ0529'RECOVERY NOTE BY USACE LITTLE ROCK 2008 (RED)
 EJ0529'MONUMENT IS IN RD.R/W BUT THERE ARE TALL TREES ON BOTH SIDES OF THE
 EJ0529'ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1772 ***********************************************************************
 EH1772  DESIGNATION -  K 251
 EH1772  PID         -  EH1772
 EH1772  STATE/COUNTY-  AR/JEFFERSON
 EH1772  COUNTRY     -  US
 EH1772  USGS QUAD   -  ROB ROY (2017)
 EH1772
 EH1772                         *CURRENT SURVEY CONTROL
 EH1772  ______________________________________________________________________
 EH1772* NAD 83(1986) POSITION- 34 17 51.     (N) 091 57 39.     (W)   SCALED
 EH1772* NAVD 88 ORTHO HEIGHT -    63.850 (meters)      209.48  (feet) ADJUSTED
 EH1772  ______________________________________________________________________
 EH1772  GEOID HEIGHT    -        -26.061 (meters)                     GEOID18
 EH1772  DYNAMIC HEIGHT  -         63.789 (meters)      209.28  (feet) COMP
 EH1772  MODELED GRAVITY -    979,671.1   (mgal)                       NAVD 88
 EH1772
 EH1772  VERT ORDER      -  SECOND    CLASS 0
 EH1772
 EH1772.The horizontal coordinates were scaled from a map and have
 EH1772.an estimated accuracy of +/- 6 seconds.
 EH1772
 EH1772.The orthometric height was determined by differential leveling and
 EH1772.adjusted by the NATIONAL GEODETIC SURVEY
 EH1772.in June 1991.
 EH1772
 EH1772.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1772.GEOID18 height accuracy estimate available here.
 EH1772
 EH1772.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT956956(NAD 83)
 EH1772
 EH1772                          SUPERSEDED SURVEY CONTROL
 EH1772
 EH1772  NGVD 29 (11/26/84)   63.882  (m)          209.59   (f) ADJUSTED    2 0
 EH1772
 EH1772.Superseded values are not recommended for survey control.
 EH1772
 EH1772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1772.See file dsdata.pdf to determine how the superseded data were derived.
 EH1772
 EH1772_MARKER: DB = BENCH MARK DISK
 EH1772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1772_STAMPING: K 251 1940
 EH1772_MARK LOGO: CGS
 EH1772_PROJECTION: PROJECTING 46 CENTIMETERS
 EH1772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1772+STABILITY: SURFACE MOTION
 EH1772_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH1772+SATELLITE: SATELLITE OBSERVATIONS - November 25, 2008
 EH1772
 EH1772  HISTORY     - Date     Condition        Report By
 EH1772  HISTORY     - 1940     MONUMENTED       CGS
 EH1772  HISTORY     - 20030624 MARK NOT FOUND   USACE
 EH1772  HISTORY     - 20081125 GOOD             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.
 EH1772
 EH1772                          STATION RECOVERY (2008)
 EH1772
 EH1772'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2008 (RED)
 EH1772'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0170 ***********************************************************************
 EJ0170  DESIGNATION -  K 252
 EJ0170  PID         -  EJ0170
 EJ0170  STATE/COUNTY-  AR/PULASKI
 EJ0170  COUNTRY     -  US
 EJ0170  USGS QUAD   -  KEO (2017)
 EJ0170
 EJ0170                         *CURRENT SURVEY CONTROL
 EJ0170  ______________________________________________________________________
 EJ0170* NAD 83(1986) POSITION- 34 30 53.     (N) 092 06 39.     (W)   SCALED
 EJ0170* NAVD 88 ORTHO HEIGHT -    70.263 (meters)      230.52  (feet) ADJUSTED
 EJ0170  ______________________________________________________________________
 EJ0170  GEOID HEIGHT    -        -26.221 (meters)                     GEOID18
 EJ0170  DYNAMIC HEIGHT  -         70.197 (meters)      230.30  (feet) COMP
 EJ0170  MODELED GRAVITY -    979,692.2   (mgal)                       NAVD 88
 EJ0170
 EJ0170  VERT ORDER      -  SECOND    CLASS 0
 EJ0170
 EJ0170.The horizontal coordinates were scaled from a map and have
 EJ0170.an estimated accuracy of +/- 6 seconds.
 EJ0170
 EJ0170.The orthometric height was determined by differential leveling and
 EJ0170.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0170.in June 1991.
 EJ0170
 EJ0170.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0170.GEOID18 height accuracy estimate available here.
 EJ0170
 EJ0170.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU816195(NAD 83)
 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
 EJ0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0170.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0170
 EJ0170_MARKER: DB = BENCH MARK DISK
 EJ0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0170_STAMPING: K 252 1940
 EJ0170_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1084 ***********************************************************************
 FG1084  DESIGNATION -  K 253 RESET
 FG1084  PID         -  FG1084
 FG1084  STATE/COUNTY-  AR/YELL
 FG1084  COUNTRY     -  US
 FG1084  USGS QUAD   -  RUSSELLVILLE WEST (2017)
 FG1084
 FG1084                         *CURRENT SURVEY CONTROL
 FG1084  ______________________________________________________________________
 FG1084* NAD 83(1986) POSITION- 35 15 38.     (N) 093 13 57.     (W)   SCALED
 FG1084* NAVD 88 ORTHO HEIGHT -   118.16  (meters)      387.7   (feet) RESET
 FG1084  ______________________________________________________________________
 FG1084  GEOID HEIGHT    -        -29.321 (meters)                     GEOID18
 FG1084  VERT ORDER      -  THIRD
 FG1084
 FG1084.The horizontal coordinates were scaled from a map and have
 FG1084.an estimated accuracy of +/- 6 seconds.
 FG1084
 FG1084.The orthometric height was computed from unverified reset data.
 FG1084
 FG1084.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1084.GEOID18 height accuracy estimate available here.
 FG1084
 FG1084.Click photographs - Photos may exist for this station.
 FG1084
 FG1084;                    North         East    Units  Estimated Accuracy
 FG1084;SPC AR N     -   103,570.      287,850.      MT  (+/- 180 meters Scaled)
 FG1084
 FG1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV788019(NAD 83)
 FG1084
 FG1084                          SUPERSEDED SURVEY CONTROL
 FG1084
 FG1084.No superseded survey control is available for this station.
 FG1084
 FG1084_MARKER: DB = BENCH MARK DISK
 FG1084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1084_STAMPING: K 253 RESET 1962
 FG1084_MARK LOGO: CGS
 FG1084_PROJECTION: PROJECTING 8 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1214 ***********************************************************************
 FG1214  DESIGNATION -  K 254
 FG1214  PID         -  FG1214
 FG1214  STATE/COUNTY-  AR/LOGAN
 FG1214  COUNTRY     -  US
 FG1214  USGS QUAD   -  HARTMAN (2017)
 FG1214
 FG1214                         *CURRENT SURVEY CONTROL
 FG1214  ______________________________________________________________________
 FG1214* NAD 83(1986) POSITION- 35 23 07.     (N) 093 31 00.     (W)   SCALED
 FG1214* NAVD 88 ORTHO HEIGHT -   116.929 (meters)      383.62  (feet) ADJUSTED
 FG1214  ______________________________________________________________________
 FG1214  GEOID HEIGHT    -        -29.414 (meters)                     GEOID18
 FG1214  DYNAMIC HEIGHT  -        116.820 (meters)      383.27  (feet) COMP
 FG1214  MODELED GRAVITY -    979,701.3   (mgal)                       NAVD 88
 FG1214
 FG1214  VERT ORDER      -  SECOND    CLASS 0
 FG1214
 FG1214.The horizontal coordinates were scaled from a map and have
 FG1214.an estimated accuracy of +/- 6 seconds.
 FG1214
 FG1214.The orthometric height was determined by differential leveling and
 FG1214.adjusted by the NATIONAL GEODETIC SURVEY
 FG1214.in June 1991.
 FG1214
 FG1214.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1214.GEOID18 height accuracy estimate available here.
 FG1214
 FG1214.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV530158(NAD 83)
 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
 FG1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1214.See file dsdata.pdf to determine how the superseded data were derived.
 FG1214
 FG1214_MARKER: DB = BENCH MARK DISK
 FG1214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1214_STAMPING: K 254 1940
 FG1214_MARK LOGO: CGS
 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             CGS
 FG1214  HISTORY     - 1983     GOOD             NGS
 FG1214
 FG1214                          STATION DESCRIPTION
 FG1214
 FG1214'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG1243 ***********************************************************************
 FG1243  DESIGNATION -  K 255
 FG1243  PID         -  FG1243
 FG1243  STATE/COUNTY-  AR/FRANKLIN
 FG1243  COUNTRY     -  US
 FG1243  USGS QUAD   -  OZARK (2017)
 FG1243
 FG1243                         *CURRENT SURVEY CONTROL
 FG1243  ______________________________________________________________________
 FG1243* NAD 83(1986) POSITION- 35 23 58.     (N) 093 48 43.     (W)   SCALED
 FG1243* NAVD 88 ORTHO HEIGHT -   138.056 (meters)      452.94  (feet) ADJUSTED
 FG1243  ______________________________________________________________________
 FG1243  GEOID HEIGHT    -        -29.521 (meters)                     GEOID18
 FG1243  DYNAMIC HEIGHT  -        137.927 (meters)      452.52  (feet) COMP
 FG1243  MODELED GRAVITY -    979,697.9   (mgal)                       NAVD 88
 FG1243
 FG1243  VERT ORDER      -  SECOND    CLASS 0
 FG1243
 FG1243.The horizontal coordinates were scaled from a map and have
 FG1243.an estimated accuracy of +/- 6 seconds.
 FG1243
 FG1243.The orthometric height was determined by differential leveling and
 FG1243.adjusted by the NATIONAL GEODETIC SURVEY
 FG1243.in June 1991.
 FG1243
 FG1243.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1243.GEOID18 height accuracy estimate available here.
 FG1243
 FG1243.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV262176(NAD 83)
 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
 FG1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1243.See file dsdata.pdf to determine how the superseded data were derived.
 FG1243
 FG1243_MARKER: DB = BENCH MARK DISK
 FG1243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1243_STAMPING: K 255 1940
 FG1243_MARK LOGO: CGS
 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             CGS
 FG1243  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG1243
 FG1243                          STATION DESCRIPTION
 FG1243
 FG1243'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG1244 ***********************************************************************
 FG1244  DESIGNATION -  K 255 RESET
 FG1244  PID         -  FG1244
 FG1244  STATE/COUNTY-  AR/FRANKLIN
 FG1244  COUNTRY     -  US
 FG1244  USGS QUAD   -  OZARK (2017)
 FG1244
 FG1244                         *CURRENT SURVEY CONTROL
 FG1244  ______________________________________________________________________
 FG1244* NAD 83(1986) POSITION- 35 23 58.     (N) 093 48 43.     (W)   SCALED
 FG1244* NAVD 88 ORTHO HEIGHT -   138.02  (meters)      452.8   (feet) RESET
 FG1244  ______________________________________________________________________
 FG1244  GEOID HEIGHT    -        -29.521 (meters)                     GEOID18
 FG1244  VERT ORDER      -  THIRD
 FG1244
 FG1244.The horizontal coordinates were scaled from a map and have
 FG1244.an estimated accuracy of +/- 6 seconds.
 FG1244
 FG1244.The orthometric height was computed from unverified reset data.
 FG1244
 FG1244.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1244.GEOID18 height accuracy estimate available here.
 FG1244
 FG1244.Click photographs - Photos may exist for this station.
 FG1244
 FG1244;                    North         East    Units  Estimated Accuracy
 FG1244;SPC AR N     -   119,790.      235,420.      MT  (+/- 180 meters Scaled)
 FG1244
 FG1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV262176(NAD 83)
 FG1244
 FG1244                          SUPERSEDED SURVEY CONTROL
 FG1244
 FG1244.No superseded survey control is available for this station.
 FG1244
 FG1244_MARKER: DB = BENCH MARK DISK
 FG1244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1244_STAMPING: K 255 RESET 1964
 FG1244_MARK LOGO: CGS
 FG1244_PROJECTION: PROJECTING 8 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FH0187 ***********************************************************************
 FH0187  DESIGNATION -  K 256
 FH0187  PID         -  FH0187
 FH0187  STATE/COUNTY-  AR/SEBASTIAN
 FH0187  COUNTRY     -  US
 FH0187  USGS QUAD   -  MULBERRY (2017)
 FH0187
 FH0187                         *CURRENT SURVEY CONTROL
 FH0187  ______________________________________________________________________
 FH0187* NAD 83(1986) POSITION- 35 23 56.     (N) 094 07 13.     (W)   SCALED
 FH0187* NAVD 88 ORTHO HEIGHT -   125.060 (meters)      410.30  (feet) ADJUSTED
 FH0187  ______________________________________________________________________
 FH0187  GEOID HEIGHT    -        -29.740 (meters)                     GEOID18
 FH0187  DYNAMIC HEIGHT  -        124.944 (meters)      409.92  (feet) COMP
 FH0187  MODELED GRAVITY -    979,707.9   (mgal)                       NAVD 88
 FH0187
 FH0187  VERT ORDER      -  SECOND    CLASS 0
 FH0187
 FH0187.The horizontal coordinates were scaled from a map and have
 FH0187.an estimated accuracy of +/- 6 seconds.
 FH0187
 FH0187.The orthometric height was determined by differential leveling and
 FH0187.adjusted by the NATIONAL GEODETIC SURVEY
 FH0187.in June 1991.
 FH0187
 FH0187.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0187.GEOID18 height accuracy estimate available here.
 FH0187
 FH0187.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV982178(NAD 83)
 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
 FH0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0187.See file dsdata.pdf to determine how the superseded data were derived.
 FH0187
 FH0187_MARKER: DB = BENCH MARK DISK
 FH0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0187_STAMPING: K 256 1940
 FH0187_MARK LOGO: CGS
 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             CGS
 FH0187  HISTORY     - 1964     MARK NOT FOUND   LOCENG
 FH0187  HISTORY     - 20120730 MARK NOT FOUND   ARHD
 FH0187
 FH0187                          STATION DESCRIPTION
 FH0187
 FH0187'DESCRIBED BY COAST AND 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.
 FH0187
 FH0187                          STATION RECOVERY (2012)
 FH0187
 FH0187'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (CW)
 FH0187'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FH0216 ***********************************************************************
 FH0216  DESIGNATION -  K 257
 FH0216  PID         -  FH0216
 FH0216  STATE/COUNTY-  AR/SEBASTIAN
 FH0216  COUNTRY     -  US
 FH0216  USGS QUAD   -  FORT SMITH (2017)
 FH0216
 FH0216                         *CURRENT SURVEY CONTROL
 FH0216  ______________________________________________________________________
 FH0216* NAD 83(1986) POSITION- 35 22 43.80   (N) 094 24 40.08   (W)   HD_HELD1
 FH0216* NAVD 88 ORTHO HEIGHT -   143.444 (meters)      470.62  (feet) ADJUSTED
 FH0216  ______________________________________________________________________
 FH0216  GEOID HEIGHT    -        -30.132 (meters)                     GEOID18
 FH0216  DYNAMIC HEIGHT  -        143.309 (meters)      470.17  (feet) COMP
 FH0216  MODELED GRAVITY -    979,691.8   (mgal)                       NAVD 88
 FH0216
 FH0216  VERT ORDER      -  FIRST     CLASS II
 FH0216
 FH0216.The horizontal coordinates were determined by differentially corrected
 FH0216.hand held GPS observations or other comparable positioning techniques
 FH0216.and have an estimated accuracy of +/- 3 meters.
 FH0216
 FH0216.The orthometric height was determined by differential leveling and
 FH0216.adjusted by the NATIONAL GEODETIC SURVEY
 FH0216.in June 1991.
 FH0216
 FH0216.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0216.GEOID18 height accuracy estimate available here.
 FH0216
 FH0216.Click photographs - Photos may exist for this station.
 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     -   118,671.3     180,945.8     MT  (+/- 3 meters HH1 GPS) 
 FH0216
 FH0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV7182315969(NAD 83)
 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
 FH0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0216.See file dsdata.pdf to determine how the superseded data were derived.
 FH0216
 FH0216_MARKER: DB = BENCH MARK DISK
 FH0216_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FH0216_SP_SET: STEP
 FH0216_STAMPING: 470.278 K 257 1940
 FH0216_MARK LOGO: CGS
 FH0216_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0216_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH0216+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2016
 FH0216
 FH0216  HISTORY     - Date     Condition        Report By
 FH0216  HISTORY     - 1940     MONUMENTED       CGS
 FH0216  HISTORY     - 1959     GOOD             CGS
 FH0216  HISTORY     - 1981     GOOD             LOCSUR
 FH0216  HISTORY     - 1984     GOOD             NGS
 FH0216  HISTORY     - 1987     GOOD             USPSQD
 FH0216  HISTORY     - 19891101 GOOD             NGS
 FH0216  HISTORY     - 20120227 GOOD             INDIV
 FH0216  HISTORY     - 20141230 GOOD             GEOCAC
 FH0216  HISTORY     - 20160528 GOOD             GEOCAC
 FH0216
 FH0216                          STATION DESCRIPTION
 FH0216
 FH0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 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.
 FH0216
 FH0216                          STATION RECOVERY (2012)
 FH0216
 FH0216'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (BWK)
 FH0216'RECOVERED IN GOOD CONDITION.
 FH0216
 FH0216                          STATION RECOVERY (2014)
 FH0216
 FH0216'RECOVERY NOTE BY GEOCACHING 2014 (LPC)
 FH0216'RECOVERED IN GOOD CONDITION.
 FH0216
 FH0216                          STATION RECOVERY (2016)
 FH0216
 FH0216'RECOVERY NOTE BY GEOCACHING 2016 (WTL)
 FH0216'STATION RECOVERED.  THE FACILITY IS NOW KNOWN AS THE ADULT EDUCATION
 FH0216'CENTER (PEABODY BUILDING) INSTEAD OF PEABODY ELEMENTARY SCHOOL.
 FH0216'FURTHER, THE STATION IS LOCATED IN THE TOP WEST CORNER OF THE FIRST
 FH0216'STEP OF THE NORTH ENTRANCE ALONG SOUTH D STREET BETWEEN TWENTIETH AND
 FH0216'TWENTY FIRST STREETS, NOT ALONG ROGERS AVE (STATE ROUTE 22).
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL1139 ***********************************************************************
 DL1139  DESIGNATION -  K 258
 DL1139  PID         -  DL1139
 DL1139  STATE/COUNTY-  AR/MILLER
 DL1139  COUNTRY     -  US
 DL1139  USGS QUAD   -  GARLAND (2017)
 DL1139
 DL1139                         *CURRENT SURVEY CONTROL
 DL1139  ______________________________________________________________________
 DL1139* NAD 83(1986) POSITION- 33 17 27.     (N) 093 43 34.     (W)   SCALED
 DL1139* NAVD 88 ORTHO HEIGHT -    67.337 (meters)      220.92  (feet) ADJUSTED
 DL1139  ______________________________________________________________________
 DL1139  GEOID HEIGHT    -        -26.717 (meters)                     GEOID18
 DL1139  DYNAMIC HEIGHT  -         67.265 (meters)      220.69  (feet) COMP
 DL1139  MODELED GRAVITY -    979,562.1   (mgal)                       NAVD 88
 DL1139
 DL1139  VERT ORDER      -  FIRST     CLASS I
 DL1139
 DL1139.The horizontal coordinates were scaled from a map and have
 DL1139.an estimated accuracy of +/- 6 seconds.
 DL1139
 DL1139.The orthometric height was determined by differential leveling and
 DL1139.adjusted by the NATIONAL GEODETIC SURVEY
 DL1139.in June 1991.
 DL1139
 DL1139.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1139.GEOID18 height accuracy estimate available here.
 DL1139
 DL1139.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS323837(NAD 83)
 DL1139
 DL1139                          SUPERSEDED SURVEY CONTROL
 DL1139
 DL1139  NGVD 29 (11/26/84)   67.367  (m)          221.02   (f) ADJUSTED    1 1
 DL1139
 DL1139.Superseded values are not recommended for survey control.
 DL1139
 DL1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1139.See file dsdata.pdf to determine how the superseded data were derived.
 DL1139
 DL1139_MARKER: DV = VERTICAL CONTROL DISK
 DL1139_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DL1139+WITH SETTING: INTO GROUND
 DL1139_STAMPING: K 258 1977
 DL1139_MARK LOGO: NGS
 DL1139_MAGNETIC: I = MARKER IS A STEEL ROD
 DL1139_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1113 ***********************************************************************
 DL1113  DESIGNATION -  K 259
 DL1113  PID         -  DL1113
 DL1113  STATE/COUNTY-  AR/MILLER
 DL1113  COUNTRY     -  US
 DL1113  USGS QUAD   -  DODDRIDGE (2017)
 DL1113
 DL1113                         *CURRENT SURVEY CONTROL
 DL1113  ______________________________________________________________________
 DL1113* NAD 83(1986) POSITION- 33 07 21.     (N) 093 53 42.     (W)   SCALED
 DL1113* NAVD 88 ORTHO HEIGHT -    95.870 (meters)      314.53  (feet) ADJUSTED
 DL1113  ______________________________________________________________________
 DL1113  GEOID HEIGHT    -        -26.602 (meters)                     GEOID18
 DL1113  DYNAMIC HEIGHT  -         95.766 (meters)      314.19  (feet) COMP
 DL1113  MODELED GRAVITY -    979,547.5   (mgal)                       NAVD 88
 DL1113
 DL1113  VERT ORDER      -  FIRST     CLASS I
 DL1113
 DL1113.The horizontal coordinates were scaled from a map and have
 DL1113.an estimated accuracy of +/- 6 seconds.
 DL1113
 DL1113.The orthometric height was determined by differential leveling and
 DL1113.adjusted by the NATIONAL GEODETIC SURVEY
 DL1113.in June 1991.
 DL1113
 DL1113.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1113.GEOID18 height accuracy estimate available here.
 DL1113
 DL1113.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS165652(NAD 83)
 DL1113
 DL1113                          SUPERSEDED SURVEY CONTROL
 DL1113
 DL1113  NGVD 29 (11/26/84)   95.903  (m)          314.64   (f) ADJUSTED    1 1
 DL1113
 DL1113.Superseded values are not recommended for survey control.
 DL1113
 DL1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1113.See file dsdata.pdf to determine how the superseded data were derived.
 DL1113
 DL1113_MARKER: DV = VERTICAL CONTROL DISK
 DL1113_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL1113_SP_SET: BOX CULVERT HEADWALL
 DL1113_STAMPING: K 259 1977
 DL1113_MARK LOGO: NGS
 DL1113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1113+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0471 ***********************************************************************
 GF0471  DESIGNATION -  K 26
 GF0471  PID         -  GF0471
 GF0471  STATE/COUNTY-  AR/BENTON
 GF0471  COUNTRY     -  US
 GF0471  USGS QUAD   -  GARFIELD (2017)
 GF0471
 GF0471                         *CURRENT SURVEY CONTROL
 GF0471  ______________________________________________________________________
 GF0471* NAD 83(1986) POSITION- 36 27 42.5    (N) 093 56 49.2    (W)   HD_HELD2
 GF0471* NAVD 88 ORTHO HEIGHT -   486.452 (meters)     1595.97  (feet) ADJUSTED
 GF0471  ______________________________________________________________________
 GF0471  GEOID HEIGHT    -        -28.259 (meters)                     GEOID18
 GF0471  DYNAMIC HEIGHT  -        486.023 (meters)     1594.56  (feet) COMP
 GF0471  MODELED GRAVITY -    979,733.3   (mgal)                       NAVD 88
 GF0471
 GF0471  VERT ORDER      -  FIRST     CLASS II
 GF0471
 GF0471.The horizontal coordinates were established by autonomous hand held GPS
 GF0471.observations and have an estimated accuracy of +/- 10 meters.
 GF0471
 GF0471.The orthometric height was determined by differential leveling and
 GF0471.adjusted by the NATIONAL GEODETIC SURVEY
 GF0471.in June 1991.
 GF0471
 GF0471.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0471.GEOID18 height accuracy estimate available here.
 GF0471
 GF0471.Click photographs - Photos may exist for this station.
 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     -   237,875.      225,483.      MT  (+/- 10 meters HH2 GPS)
 GF0471
 GF0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA1514835588(NAD 83)
 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
 GF0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0471.See file dsdata.pdf to determine how the superseded data were derived.
 GF0471
 GF0471_MARKER: DB = BENCH MARK DISK
 GF0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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             CGS
 GF0471  HISTORY     - 1987     GOOD             USPSQD
 GF0471  HISTORY     - 1987     GOOD             USPSQD
 GF0471  HISTORY     - 1988     GOOD             USPSQD
 GF0471  HISTORY     - 19891115 GOOD             NGS
 GF0471  HISTORY     - 20100223 MARK NOT FOUND   AR-007
 GF0471
 GF0471                          STATION DESCRIPTION
 GF0471
 GF0471'DESCRIBED BY COAST AND 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.
 GF0471
 GF0471                          STATION RECOVERY (2010)
 GF0471
 GF0471'RECOVERY NOTE BY BENTON COUNTY ARKANSAS 2010 (GT)
 GF0471'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL1169 ***********************************************************************
 DL1169  DESIGNATION -  K 260
 DL1169  PID         -  DL1169
 DL1169  STATE/COUNTY-  AR/MILLER
 DL1169  COUNTRY     -  US
 DL1169  USGS QUAD   -  FULTON (2017)
 DL1169
 DL1169                         *CURRENT SURVEY CONTROL
 DL1169  ______________________________________________________________________
 DL1169* NAD 83(1986) POSITION- 33 32 42.     (N) 093 49 07.     (W)   SCALED
 DL1169* NAVD 88 ORTHO HEIGHT -    79.303 (meters)      260.18  (feet) ADJUSTED
 DL1169  ______________________________________________________________________
 DL1169  GEOID HEIGHT    -        -27.005 (meters)                     GEOID18
 DL1169  DYNAMIC HEIGHT  -         79.220 (meters)      259.91  (feet) COMP
 DL1169  MODELED GRAVITY -    979,581.6   (mgal)                       NAVD 88
 DL1169
 DL1169  VERT ORDER      -  FIRST     CLASS I
 DL1169
 DL1169.The horizontal coordinates were scaled from a map and have
 DL1169.an estimated accuracy of +/- 6 seconds.
 DL1169
 DL1169.The orthometric height was determined by differential leveling and
 DL1169.adjusted by the NATIONAL GEODETIC SURVEY
 DL1169.in June 1991.
 DL1169
 DL1169.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1169.GEOID18 height accuracy estimate available here.
 DL1169
 DL1169.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT240120(NAD 83)
 DL1169
 DL1169                          SUPERSEDED SURVEY CONTROL
 DL1169
 DL1169  NGVD 29 (11/26/84)   79.317  (m)          260.23   (f) ADJUSTED    1 1
 DL1169
 DL1169.Superseded values are not recommended for survey control.
 DL1169
 DL1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1169.See file dsdata.pdf to determine how the superseded data were derived.
 DL1169
 DL1169_MARKER: DV = VERTICAL CONTROL DISK
 DL1169_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DL1169+WITH SETTING: INTO GROUND
 DL1169_STAMPING: K 260 1977
 DL1169_MARK LOGO: NGS
 DL1169_MAGNETIC: I = MARKER IS A STEEL ROD
 DL1169_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1193 ***********************************************************************
 DL1193  DESIGNATION -  K 261
 DL1193  PID         -  DL1193
 DL1193  STATE/COUNTY-  AR/MILLER
 DL1193  COUNTRY     -  US
 DL1193  USGS QUAD   -  HOMAN (2017)
 DL1193
 DL1193                         *CURRENT SURVEY CONTROL
 DL1193  ______________________________________________________________________
 DL1193* NAD 83(1986) POSITION- 33 32 03.     (N) 093 59 56.     (W)   SCALED
 DL1193* NAVD 88 ORTHO HEIGHT -    82.220 (meters)      269.75  (feet) ADJUSTED
 DL1193  ______________________________________________________________________
 DL1193  GEOID HEIGHT    -        -27.006 (meters)                     GEOID18
 DL1193  DYNAMIC HEIGHT  -         82.133 (meters)      269.46  (feet) COMP
 DL1193  MODELED GRAVITY -    979,579.3   (mgal)                       NAVD 88
 DL1193
 DL1193  VERT ORDER      -  FIRST     CLASS I
 DL1193
 DL1193.The horizontal coordinates were scaled from a map and have
 DL1193.an estimated accuracy of +/- 6 seconds.
 DL1193
 DL1193.The orthometric height was determined by differential leveling and
 DL1193.adjusted by the NATIONAL GEODETIC SURVEY
 DL1193.in June 1991.
 DL1193
 DL1193.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1193.GEOID18 height accuracy estimate available here.
 DL1193
 DL1193.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT072109(NAD 83)
 DL1193
 DL1193                          SUPERSEDED SURVEY CONTROL
 DL1193
 DL1193  NGVD 29 (11/26/84)   82.235  (m)          269.80   (f) ADJUSTED    1 1
 DL1193
 DL1193.Superseded values are not recommended for survey control.
 DL1193
 DL1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1193.See file dsdata.pdf to determine how the superseded data were derived.
 DL1193
 DL1193_MARKER: DV = VERTICAL CONTROL DISK
 DL1193_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DL1193+WITH SETTING: INTO GROUND
 DL1193_STAMPING: K 261 1977
 DL1193_MARK LOGO: NGS
 DL1193_MAGNETIC: I = MARKER IS A STEEL ROD
 DL1193_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 GG0094 ***********************************************************************
 GG0094  DESIGNATION -  K 27
 GG0094  PID         -  GG0094
 GG0094  STATE/COUNTY-  AR/WASHINGTON
 GG0094  COUNTRY     -  US
 GG0094  USGS QUAD   -  FAYETTEVILLE (2017)
 GG0094
 GG0094                         *CURRENT SURVEY CONTROL
 GG0094  ______________________________________________________________________
 GG0094* NAD 83(1986) POSITION- 36 00 52.     (N) 094 10 30.     (W)   SCALED
 GG0094* NAVD 88 ORTHO HEIGHT -   381.959 (meters)     1253.14  (feet) ADJUSTED
 GG0094  ______________________________________________________________________
 GG0094  GEOID HEIGHT    -        -28.082 (meters)                     GEOID18
 GG0094  DYNAMIC HEIGHT  -        381.613 (meters)     1252.01  (feet) COMP
 GG0094  MODELED GRAVITY -    979,716.6   (mgal)                       NAVD 88
 GG0094
 GG0094  VERT ORDER      -  FIRST     CLASS II
 GG0094
 GG0094.The horizontal coordinates were scaled from a map and have
 GG0094.an estimated accuracy of +/- 6 seconds.
 GG0094
 GG0094.The orthometric height was determined by differential leveling and
 GG0094.adjusted by the NATIONAL GEODETIC SURVEY
 GG0094.in June 1991.
 GG0094
 GG0094.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0094.GEOID18 height accuracy estimate available here.
 GG0094
 GG0094.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV941861(NAD 83)
 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
 GG0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0094.See file dsdata.pdf to determine how the superseded data were derived.
 GG0094
 GG0094_MARKER: DB = BENCH MARK DISK
 GG0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0094_STAMPING: 1252.625 K 27 1932
 GG0094_MARK LOGO: CGS
 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   CGS
 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1614 ***********************************************************************
 EJ1614  DESIGNATION -  K 287
 EJ1614  PID         -  EJ1614
 EJ1614  STATE/COUNTY-  AR/PULASKI
 EJ1614  COUNTRY     -  US
 EJ1614  USGS QUAD   -  SWEET HOME (2017)
 EJ1614
 EJ1614                         *CURRENT SURVEY CONTROL
 EJ1614  ______________________________________________________________________
 EJ1614* NAD 83(2011) POSITION- 34 38 51.90980(N) 092 13 44.63842(W)   NO CHECK
 EJ1614* NAD 83(2011) ELLIP HT-    52.609 (meters)        (06/27/12)   NO CHECK
 EJ1614* NAD 83(2011) EPOCH   -  2010.00
 EJ1614* NAVD 88 ORTHO HEIGHT -    79.135 (meters)      259.63  (feet) ADJUSTED
 EJ1614  ______________________________________________________________________
 EJ1614  GEOID HEIGHT    -        -26.513 (meters)                     GEOID18
 EJ1614  NAD 83(2011) X  -   -204,305.680 (meters)                     COMP
 EJ1614  NAD 83(2011) Y  - -5,248,810.736 (meters)                     COMP
 EJ1614  NAD 83(2011) Z  -  3,605,817.806 (meters)                     COMP
 EJ1614  LAPLACE CORR    -         -0.54  (seconds)                    DEFLEC18
 EJ1614  DYNAMIC HEIGHT  -         79.060 (meters)      259.38  (feet) COMP
 EJ1614  MODELED GRAVITY -    979,685.2   (mgal)                       NAVD 88
 EJ1614
 EJ1614  VERT ORDER      -  FIRST     CLASS II
 EJ1614
 EJ1614  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 EJ1614  Standards:
 EJ1614         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 EJ1614            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 EJ1614  -------------------------------------------------------------------
 EJ1614  NETWORK    1.89   1.82           0.85   0.68   0.93     -0.03970780
 EJ1614  -------------------------------------------------------------------
 EJ1614  Click here for local accuracies and other accuracy information.
 EJ1614
 EJ1614.The horizontal coordinates were established by GPS observations
 EJ1614.and adjusted by the National Geodetic Survey in June 2012.
 EJ1614
 EJ1614.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 EJ1614.been affixed to the stable North American tectonic plate. See 
 EJ1614.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 EJ1614
 EJ1614.The horizontal coordinates are valid at the epoch date displayed above
 EJ1614.which is a decimal equivalence of Year/Month/Day.
 EJ1614
 EJ1614.No horizontal observational check was made to the station.
 EJ1614
 EJ1614.The orthometric height was determined by differential leveling and
 EJ1614.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1614.in June 1991.
 EJ1614
 EJ1614.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1614.GEOID18 height accuracy estimate available here.
 EJ1614
 EJ1614.Click photographs - Photos may exist for this station.
 EJ1614
 EJ1614.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EJ1614
 EJ1614.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1614
 EJ1614.The ellipsoidal height was determined by GPS observations
 EJ1614.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 EJ1614
 EJ1614;                    North         East     Units Scale Factor Converg.
 EJ1614;SPC AR S     -   619,755.801   379,000.277   MT  0.99997564   -0 07 41.5
 EJ1614;SPC AR S     - 2,033,315.49  1,243,436.74   sFT  0.99997564   -0 07 41.5
 EJ1614;UTM  15      - 3,834,251.551   570,649.882   MT  0.99966152   +0 26 17.9
 EJ1614
 EJ1614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1614!SPC AR S     -   0.99999174  x   0.99997564  =   0.99996738
 EJ1614!UTM  15      -   0.99999174  x   0.99966152  =   0.99965326
 EJ1614
 EJ1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7064934251(NAD 83)
 EJ1614
 EJ1614                          SUPERSEDED SURVEY CONTROL
 EJ1614
 EJ1614  NAD 83(2007)-  34 38 51.90979(N)    092 13 44.63902(W) AD(2002.00) 1
 EJ1614  ELLIP H (04/01/09)   52.621  (m)                       GP(2002.00) 5 1
 EJ1614  NAD 83(1997)-  34 38 51.90970(N)    092 13 44.63917(W) AD(       ) 1
 EJ1614  ELLIP H (03/21/07)   52.623  (m)                       GP(       ) 5 1
 EJ1614  NAVD 88              79.14   (m)          259.6    (f) LEVELING    3  
 EJ1614
 EJ1614.Superseded values are not recommended for survey control.
 EJ1614
 EJ1614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1614.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1614
 EJ1614_MARKER: F = FLANGE-ENCASED ROD
 EJ1614_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EJ1614_STAMPING: K 287 1984
 EJ1614_MARK LOGO: NGS
 EJ1614_PROJECTION: RECESSED 3 CENTIMETERS
 EJ1614_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EJ1614_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1614_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EJ1614+SATELLITE: SATELLITE OBSERVATIONS - January 03, 2017
 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  HISTORY     - 20070119 GOOD             WOOLPT
 EJ1614  HISTORY     - 20070427 GOOD             PB
 EJ1614  HISTORY     - 20150512 GOOD             ARHD
 EJ1614  HISTORY     - 20170103 GOOD             ARHD
 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.
 EJ1614
 EJ1614                          STATION RECOVERY (2007)
 EJ1614
 EJ1614'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2007 (JKN)
 EJ1614'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 EJ1614
 EJ1614                          STATION RECOVERY (2007)
 EJ1614
 EJ1614'RECOVERY NOTE BY PBS&J 2007
 EJ1614'RECOVERED AS DESCRIBED
 EJ1614
 EJ1614                          STATION RECOVERY (2015)
 EJ1614
 EJ1614'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (BAB)
 EJ1614'RECOVERED IN GOOD CONDITION.
 EJ1614
 EJ1614                          STATION RECOVERY (2017)
 EJ1614
 EJ1614'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2017 (JDH)
 EJ1614'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1646 ***********************************************************************
 EJ1646  DESIGNATION -  K 288
 EJ1646  PID         -  EJ1646
 EJ1646  STATE/COUNTY-  AR/JEFFERSON
 EJ1646  COUNTRY     -  US
 EJ1646  USGS QUAD   -  WHITE HALL (2017)
 EJ1646
 EJ1646                         *CURRENT SURVEY CONTROL
 EJ1646  ______________________________________________________________________
 EJ1646* NAD 83(2011) POSITION- 34 17 33.00556(N) 092 05 59.78307(W)   ADJUSTED
 EJ1646* NAD 83(2011) ELLIP HT-    49.335 (meters)        (02/13/24)   ADJUSTED
 EJ1646* NAD 83(2011) EPOCH   -  2010.00
 EJ1646* NAVD 88 ORTHO HEIGHT -    75.309 (meters)      247.08  (feet) ADJUSTED
 EJ1646  ______________________________________________________________________
 EJ1646  GEOID HEIGHT    -        -26.016 (meters)                     GEOID18
 EJ1646  NAD 83(2011) X  -   -193,293.210 (meters)                     COMP
 EJ1646  NAD 83(2011) Y  - -5,271,544.505 (meters)                     COMP
 EJ1646  NAD 83(2011) Z  -  3,573,326.671 (meters)                     COMP
 EJ1646  LAPLACE CORR    -         -0.41  (seconds)                    DEFLEC18
 EJ1646  DYNAMIC HEIGHT  -         75.236 (meters)      246.84  (feet) COMP
 EJ1646  MODELED GRAVITY -    979,669.2   (mgal)                       NAVD 88
 EJ1646
 EJ1646  VERT ORDER      -  FIRST     CLASS II
 EJ1646
 EJ1646  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 EJ1646  Standards:
 EJ1646         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 EJ1646            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 EJ1646  -------------------------------------------------------------------
 EJ1646  NETWORK    0.56   0.86           0.24   0.22   0.44      0.02360522
 EJ1646  -------------------------------------------------------------------
 EJ1646  Click here for local accuracies and other accuracy information.
 EJ1646
 EJ1646.The horizontal coordinates were established by GPS observations
 EJ1646.and adjusted by the ARKANSAS DEPT OF TRANS in February 2024.
 EJ1646
 EJ1646.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 EJ1646.been affixed to the stable North American tectonic plate. See 
 EJ1646.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 EJ1646
 EJ1646.The horizontal coordinates are valid at the epoch date displayed above
 EJ1646.which is a decimal equivalence of Year/Month/Day.
 EJ1646
 EJ1646.The orthometric height was determined by differential leveling and
 EJ1646.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1646.in June 1991.
 EJ1646
 EJ1646.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1646.GEOID18 height accuracy estimate available here.
 EJ1646
 EJ1646.Click photographs - Photos may exist for this station.
 EJ1646
 EJ1646.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EJ1646
 EJ1646.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1646
 EJ1646.The ellipsoidal height was determined by GPS observations
 EJ1646.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 EJ1646
 EJ1646;                    North         East     Units Scale Factor Converg.
 EJ1646;SPC AR S     -   580,330.476   390,799.514   MT  0.99992858   -0 03 21.4
 EJ1646;SPC AR S     - 1,903,967.57  1,282,148.07   sFT  0.99992858   -0 03 21.4
 EJ1646;UTM  15      - 3,794,955.331   582,833.890   MT  0.99968458   +0 30 25.7
 EJ1646
 EJ1646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1646!SPC AR S     -   0.99999226  x   0.99992858  =   0.99992084
 EJ1646!UTM  15      -   0.99999226  x   0.99968458  =   0.99967684
 EJ1646
 EJ1646_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT8283394955(NAD 83)
 EJ1646
 EJ1646                          SUPERSEDED SURVEY CONTROL
 EJ1646
 EJ1646  NAVD 88 (02/13/24)   75.3    (m)  GEOID18  model used  GPS OBS        
 EJ1646
 EJ1646.Superseded values are not recommended for survey control.
 EJ1646
 EJ1646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1646.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1646
 EJ1646_MARKER: F = FLANGE-ENCASED ROD
 EJ1646_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EJ1646+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2023
 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  HISTORY     - 20120306 GOOD             JCLS
 EJ1646  HISTORY     - 20140811 GOOD             JCLS
 EJ1646  HISTORY     - 20150318 GOOD             NGS
 EJ1646  HISTORY     - 20151026 GOOD             BFENG
 EJ1646  HISTORY     - 20160614 GOOD             JCLS
 EJ1646  HISTORY     - 20231213 GOOD             ARHD
 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.
 EJ1646
 EJ1646                          STATION RECOVERY (2012)
 EJ1646
 EJ1646'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2012 (MRY)
 EJ1646'RECOVERED IN GOOD CONDITION.
 EJ1646
 EJ1646                          STATION RECOVERY (2014)
 EJ1646
 EJ1646'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2014 (MRY)
 EJ1646'RECOVERED IN GOOD CONDITION.
 EJ1646
 EJ1646                          STATION RECOVERY (2015)
 EJ1646
 EJ1646'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2015 (JBW)
 EJ1646'RECOVERED IN GOOD CONDITION.
 EJ1646
 EJ1646                          STATION RECOVERY (2015)
 EJ1646
 EJ1646'RECOVERY NOTE BY B AND F ENGINEERING 2015 (KMO)
 EJ1646'RECOVERED IN GOOD CONDITION.
 EJ1646
 EJ1646                          STATION RECOVERY (2016)
 EJ1646
 EJ1646'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2016 (MRY)
 EJ1646'RECOVERED IN GOOD CONDITION.
 EJ1646
 EJ1646                          STATION RECOVERY (2023)
 EJ1646
 EJ1646'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2023 (JDH)
 EJ1646'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH2587 ***********************************************************************
 EH2587  DESIGNATION -  K 289
 EH2587  PID         -  EH2587
 EH2587  STATE/COUNTY-  AR/JEFFERSON
 EH2587  COUNTRY     -  US
 EH2587  USGS QUAD   -  MOSCOW (2017)
 EH2587
 EH2587                         *CURRENT SURVEY CONTROL
 EH2587  ______________________________________________________________________
 EH2587* NAD 83(1986) POSITION- 34 09 13.54   (N) 091 47 55.85   (W)   HD_HELD1
 EH2587* NAVD 88 ORTHO HEIGHT -    58.890 (meters)      193.21  (feet) ADJUSTED
 EH2587  ______________________________________________________________________
 EH2587  GEOID HEIGHT    -        -25.949 (meters)                     GEOID18
 EH2587  DYNAMIC HEIGHT  -         58.832 (meters)      193.02  (feet) COMP
 EH2587  MODELED GRAVITY -    979,664.8   (mgal)                       NAVD 88
 EH2587
 EH2587  VERT ORDER      -  FIRST     CLASS II
 EH2587
 EH2587.The horizontal coordinates were determined by differentially corrected
 EH2587.hand held GPS observations or other comparable positioning techniques
 EH2587.and have an estimated accuracy of +/- 3 meters.
 EH2587
 EH2587.The orthometric height was determined by differential leveling and
 EH2587.adjusted by the NATIONAL GEODETIC SURVEY
 EH2587.in June 1991.
 EH2587
 EH2587.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2587.GEOID18 height accuracy estimate available here.
 EH2587
 EH2587.Click photographs - Photos may exist for this station.
 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     -   564,955.4     418,548.4     MT  (+/- 3 meters HH1 GPS) 
 EH2587
 EH2587_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT1072679856(NAD 83)
 EH2587
 EH2587                          SUPERSEDED SURVEY CONTROL
 EH2587
 EH2587.No superseded survey control is available for this station.
 EH2587
 EH2587_MARKER: I = METAL ROD
 EH2587_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2587+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2016
 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  HISTORY     - 20151028 GOOD             BFENG
 EH2587  HISTORY     - 20160920 GOOD             ARHD
 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.
 EH2587
 EH2587                          STATION RECOVERY (2015)
 EH2587
 EH2587'RECOVERY NOTE BY B AND F ENGINEERING 2015 (TJS)
 EH2587'RECOVERED IN GOOD CONDITION.
 EH2587
 EH2587                          STATION RECOVERY (2016)
 EH2587
 EH2587'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (WDA)
 EH2587'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1189 ***********************************************************************
 FG1189  DESIGNATION -  K 29
 FG1189  PID         -  FG1189
 FG1189  STATE/COUNTY-  AR/FRANKLIN
 FG1189  COUNTRY     -  US
 FG1189  USGS QUAD   -  CECIL (2017)
 FG1189
 FG1189                         *CURRENT SURVEY CONTROL
 FG1189  ______________________________________________________________________
 FG1189* NAD 83(1986) POSITION- 35 28 28.     (N) 093 57 45.     (W)   SCALED
 FG1189* NAVD 88 ORTHO HEIGHT -   117.336 (meters)      384.96  (feet) ADJUSTED
 FG1189  ______________________________________________________________________
 FG1189  GEOID HEIGHT    -        -29.341 (meters)                     GEOID18
 FG1189  DYNAMIC HEIGHT  -        117.227 (meters)      384.60  (feet) COMP
 FG1189  MODELED GRAVITY -    979,706.0   (mgal)                       NAVD 88
 FG1189
 FG1189  VERT ORDER      -  FIRST     CLASS II
 FG1189
 FG1189.The horizontal coordinates were scaled from a map and have
 FG1189.an estimated accuracy of +/- 6 seconds.
 FG1189
 FG1189.The orthometric height was determined by differential leveling and
 FG1189.adjusted by the NATIONAL GEODETIC SURVEY
 FG1189.in June 1991.
 FG1189
 FG1189.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1189.GEOID18 height accuracy estimate available here.
 FG1189
 FG1189.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV126260(NAD 83)
 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
 FG1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1189.See file dsdata.pdf to determine how the superseded data were derived.
 FG1189
 FG1189_MARKER: DB = BENCH MARK DISK
 FG1189_SETTING: 66 = SET IN ROCK OUTCROP
 FG1189_STAMPING: K 29 1932
 FG1189_MARK LOGO: CGS
 FG1189_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FG1189+STABILITY: POSITION/ELEVATION WELL
 FG1189
 FG1189  HISTORY     - Date     Condition        Report By
 FG1189  HISTORY     - 1932     MONUMENTED       CGS
 FG1189  HISTORY     - 1959     GOOD             CGS
 FG1189
 FG1189                          STATION DESCRIPTION
 FG1189
 FG1189'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1959
 FG1189'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1667 ***********************************************************************
 EJ1667  DESIGNATION -  K 290
 EJ1667  PID         -  EJ1667
 EJ1667  STATE/COUNTY-  AR/PULASKI
 EJ1667  COUNTRY     -  US
 EJ1667  USGS QUAD   -  NORTH LITTLE ROCK (2017)
 EJ1667
 EJ1667                         *CURRENT SURVEY CONTROL
 EJ1667  ______________________________________________________________________
 EJ1667* NAD 83(1986) POSITION- 34 50 06.     (N) 092 19 58.     (W)   SCALED
 EJ1667* NAVD 88 ORTHO HEIGHT -    96.589 (meters)      316.89  (feet) ADJUSTED
 EJ1667  ______________________________________________________________________
 EJ1667  GEOID HEIGHT    -        -26.974 (meters)                     GEOID18
 EJ1667  DYNAMIC HEIGHT  -         96.499 (meters)      316.60  (feet) COMP
 EJ1667  MODELED GRAVITY -    979,702.7   (mgal)                       NAVD 88
 EJ1667
 EJ1667  VERT ORDER      -  FIRST     CLASS II
 EJ1667
 EJ1667.The horizontal coordinates were scaled from a map and have
 EJ1667.an estimated accuracy of +/- 6 seconds.
 EJ1667
 EJ1667.The orthometric height was determined by differential leveling and
 EJ1667.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1667.in September 2023.
 EJ1667
 EJ1667.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1667.GEOID18 height accuracy estimate available here.
 EJ1667
 EJ1667.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU610549(NAD 83)
 EJ1667
 EJ1667                          SUPERSEDED SURVEY CONTROL
 EJ1667
 EJ1667  NAVD 88 (06/15/91)   96.589  (m)          316.89   (f) SUPERSEDED  1 2
 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
 EJ1667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1667.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1667
 EJ1667_MARKER: F = FLANGE-ENCASED ROD
 EJ1667_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EJ1667+WITH SETTING: INFORMATION.
 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 - May 08, 2012
 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  HISTORY     - 20120508 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 DEPARTMENT OF TRANSPORTATION 1993 (DFC)
 EJ1667'RECOVERED IN GOOD CONDITION.
 EJ1667
 EJ1667                          STATION RECOVERY (2004)
 EJ1667
 EJ1667'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2004 (MM)
 EJ1667'RECOVERED IN GOOD CONDITION.
 EJ1667
 EJ1667                          STATION RECOVERY (2012)
 EJ1667
 EJ1667'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (JDH)
 EJ1667'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1547 ***********************************************************************
 FG1547  DESIGNATION -  K 291
 FG1547  PID         -  FG1547
 FG1547  STATE/COUNTY-  AR/CONWAY
 FG1547  COUNTRY     -  US
 FG1547  USGS QUAD   -  MENIFEE (2017)
 FG1547
 FG1547                         *CURRENT SURVEY CONTROL
 FG1547  ______________________________________________________________________
 FG1547* NAD 83(1986) POSITION- 35 07 49.0    (N) 092 31 54.7    (W)   HD_HELD2
 FG1547* NAVD 88 ORTHO HEIGHT -    86.989 (meters)      285.40  (feet) ADJUSTED
 FG1547  ______________________________________________________________________
 FG1547  GEOID HEIGHT    -        -28.189 (meters)                     GEOID18
 FG1547  DYNAMIC HEIGHT  -         86.908 (meters)      285.13  (feet) COMP
 FG1547  MODELED GRAVITY -    979,697.7   (mgal)                       NAVD 88
 FG1547
 FG1547  VERT ORDER      -  FIRST     CLASS II
 FG1547
 FG1547.The horizontal coordinates were established by autonomous hand held GPS
 FG1547.observations and have an estimated accuracy of +/- 10 meters.
 FG1547
 FG1547.The orthometric height was determined by differential leveling and
 FG1547.adjusted by the NATIONAL GEODETIC SURVEY
 FG1547.in June 1991.
 FG1547
 FG1547.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1547.GEOID18 height accuracy estimate available here.
 FG1547
 FG1547.Click photographs - Photos may exist for this station.
 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     -    88,545.      351,526.      MT  (+/- 10 meters HH2 GPS)
 FG1547
 FG1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU4265087590(NAD 83)
 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
 FG1547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1547.See file dsdata.pdf to determine how the superseded data were derived.
 FG1547
 FG1547_MARKER: DV = VERTICAL CONTROL 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FG1547+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2015
 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  HISTORY     - 20151027 GOOD             CONSOL
 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.
 FG1547
 FG1547                          STATION RECOVERY (2015)
 FG1547
 FG1547'RECOVERY NOTE BY CONSOLIDATED LAND SERVICE 2015
 FG1547'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK1733 ***********************************************************************
 DK1733  DESIGNATION -  K 292
 DK1733  PID         -  DK1733
 DK1733  STATE/COUNTY-  AR/DESHA
 DK1733  COUNTRY     -  US
 DK1733  USGS QUAD   -  GOULD (2017)
 DK1733
 DK1733                         *CURRENT SURVEY CONTROL
 DK1733  ______________________________________________________________________
 DK1733* NAD 83(1986) POSITION- 33 54 53.     (N) 091 30 12.     (W)   SCALED
 DK1733* NAVD 88 ORTHO HEIGHT -    48.234 (meters)      158.25  (feet) ADJUSTED
 DK1733  ______________________________________________________________________
 DK1733  GEOID HEIGHT    -        -26.031 (meters)                     GEOID18
 DK1733  DYNAMIC HEIGHT  -         48.186 (meters)      158.09  (feet) COMP
 DK1733  MODELED GRAVITY -    979,638.7   (mgal)                       NAVD 88
 DK1733
 DK1733  VERT ORDER      -  FIRST     CLASS II
 DK1733
 DK1733.The horizontal coordinates were scaled from a map and have
 DK1733.an estimated accuracy of +/- 6 seconds.
 DK1733
 DK1733.The orthometric height was determined by differential leveling and
 DK1733.adjusted by the NATIONAL GEODETIC SURVEY
 DK1733.in June 1991.
 DK1733
 DK1733.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1733.GEOID18 height accuracy estimate available here.
 DK1733
 DK1733.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT383537(NAD 83)
 DK1733
 DK1733                          SUPERSEDED SURVEY CONTROL
 DK1733
 DK1733.No superseded survey control is available for this station.
 DK1733
 DK1733_MARKER: F = FLANGE-ENCASED ROD
 DK1733_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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  HISTORY     - 20180308 GOOD             ARHD
 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.
 DK1733
 DK1733                          STATION RECOVERY (2018)
 DK1733
 DK1733'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (JDH)
 DK1733'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1572 ***********************************************************************
 FG1572  DESIGNATION -  K 293
 FG1572  PID         -  FG1572
 FG1572  STATE/COUNTY-  AR/POPE
 FG1572  COUNTRY     -  US
 FG1572  USGS QUAD   -  ATKINS (2017)
 FG1572
 FG1572                         *CURRENT SURVEY CONTROL
 FG1572  ______________________________________________________________________
 FG1572* NAD 83(1986) POSITION- 35 14 33.     (N) 092 57 21.     (W)   SCALED
 FG1572* NAVD 88 ORTHO HEIGHT -   121.379 (meters)      398.22  (feet) ADJUSTED
 FG1572  ______________________________________________________________________
 FG1572  GEOID HEIGHT    -        -28.858 (meters)                     GEOID18
 FG1572  DYNAMIC HEIGHT  -        121.264 (meters)      397.85  (feet) COMP
 FG1572  MODELED GRAVITY -    979,690.1   (mgal)                       NAVD 88
 FG1572
 FG1572  VERT ORDER      -  FIRST     CLASS II
 FG1572
 FG1572.The horizontal coordinates were scaled from a map and have
 FG1572.an estimated accuracy of +/- 6 seconds.
 FG1572
 FG1572.The orthometric height was determined by differential leveling and
 FG1572.adjusted by the NATIONAL GEODETIC SURVEY
 FG1572.in June 1991.
 FG1572
 FG1572.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1572.GEOID18 height accuracy estimate available here.
 FG1572
 FG1572.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU040999(NAD 83)
 FG1572
 FG1572                          SUPERSEDED SURVEY CONTROL
 FG1572
 FG1572.No superseded survey control is available for this station.
 FG1572
 FG1572_MARKER: I = METAL ROD
 FG1572_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1609 ***********************************************************************
 FG1609  DESIGNATION -  K 294
 FG1609  PID         -  FG1609
 FG1609  STATE/COUNTY-  AR/JOHNSON
 FG1609  COUNTRY     -  US
 FG1609  USGS QUAD   -  CLARKSVILLE (2017)
 FG1609
 FG1609                         *CURRENT SURVEY CONTROL
 FG1609  ______________________________________________________________________
 FG1609* NAD 83(1986) POSITION- 35 23 54.     (N) 093 22 45.     (W)   SCALED
 FG1609* NAVD 88 ORTHO HEIGHT -   133.024 (meters)      436.43  (feet) ADJUSTED
 FG1609  ______________________________________________________________________
 FG1609  GEOID HEIGHT    -        -29.284 (meters)                     GEOID18
 FG1609  DYNAMIC HEIGHT  -        132.900 (meters)      436.02  (feet) COMP
 FG1609  MODELED GRAVITY -    979,702.3   (mgal)                       NAVD 88
 FG1609
 FG1609  VERT ORDER      -  FIRST     CLASS II
 FG1609
 FG1609.The horizontal coordinates were scaled from a map and have
 FG1609.an estimated accuracy of +/- 6 seconds.
 FG1609
 FG1609.The orthometric height was determined by differential leveling and
 FG1609.adjusted by the NATIONAL GEODETIC SURVEY
 FG1609.in June 1991.
 FG1609
 FG1609.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1609.GEOID18 height accuracy estimate available here.
 FG1609
 FG1609.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV655172(NAD 83)
 FG1609
 FG1609                          SUPERSEDED SURVEY CONTROL
 FG1609
 FG1609.No superseded survey control is available for this station.
 FG1609
 FG1609_MARKER: I = METAL ROD
 FG1609_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 FH0768 ***********************************************************************
 FH0768  DESIGNATION -  K 295
 FH0768  PID         -  FH0768
 FH0768  STATE/COUNTY-  AR/FRANKLIN
 FH0768  COUNTRY     -  US
 FH0768  USGS QUAD   -  MULBERRY (2017)
 FH0768
 FH0768                         *CURRENT SURVEY CONTROL
 FH0768  ______________________________________________________________________
 FH0768* NAD 83(1986) POSITION- 35 26 38.     (N) 094 00 59.     (W)   SCALED
 FH0768* NAVD 88 ORTHO HEIGHT -   244.463 (meters)      802.04  (feet) ADJUSTED
 FH0768  ______________________________________________________________________
 FH0768  GEOID HEIGHT    -        -29.465 (meters)                     GEOID18
 FH0768  DYNAMIC HEIGHT  -        244.236 (meters)      801.30  (feet) COMP
 FH0768  MODELED GRAVITY -    979,697.4   (mgal)                       NAVD 88
 FH0768
 FH0768  VERT ORDER      -  FIRST     CLASS II
 FH0768
 FH0768.The horizontal coordinates were scaled from a map and have
 FH0768.an estimated accuracy of +/- 6 seconds.
 FH0768
 FH0768.The orthometric height was determined by differential leveling and
 FH0768.adjusted by the NATIONAL GEODETIC SURVEY
 FH0768.in June 1991.
 FH0768
 FH0768.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0768.GEOID18 height accuracy estimate available here.
 FH0768
 FH0768.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV077227(NAD 83)
 FH0768
 FH0768                          SUPERSEDED SURVEY CONTROL
 FH0768
 FH0768.No superseded survey control is available for this station.
 FH0768
 FH0768_MARKER: DV = VERTICAL CONTROL DISK
 FH0768_SETTING: 66 = SET IN 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH0768+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2015
 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  HISTORY     - 20151006 GOOD             CONSOL
 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.
 FH0768
 FH0768                          STATION RECOVERY (2015)
 FH0768
 FH0768'RECOVERY NOTE BY CONSOLIDATED LAND SERVICE 2015
 FH0768'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1638 ***********************************************************************
 FG1638  DESIGNATION -  K 296
 FG1638  PID         -  FG1638
 FG1638  STATE/COUNTY-  AR/FRANKLIN
 FG1638  COUNTRY     -  US
 FG1638  USGS QUAD   -  OZARK (2017)
 FG1638
 FG1638                         *CURRENT SURVEY CONTROL
 FG1638  ______________________________________________________________________
 FG1638* NAD 83(1986) POSITION- 35 27 59.     (N) 093 46 38.     (W)   SCALED
 FG1638* NAVD 88 ORTHO HEIGHT -   153.798 (meters)      504.59  (feet) ADJUSTED
 FG1638  ______________________________________________________________________
 FG1638  GEOID HEIGHT    -        -29.276 (meters)                     GEOID18
 FG1638  DYNAMIC HEIGHT  -        153.656 (meters)      504.12  (feet) COMP
 FG1638  MODELED GRAVITY -    979,705.2   (mgal)                       NAVD 88
 FG1638
 FG1638  VERT ORDER      -  FIRST     CLASS II
 FG1638
 FG1638.The horizontal coordinates were scaled from a map and have
 FG1638.an estimated accuracy of +/- 6 seconds.
 FG1638
 FG1638.The orthometric height was determined by differential leveling and
 FG1638.adjusted by the NATIONAL GEODETIC SURVEY
 FG1638.in June 1991.
 FG1638
 FG1638.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1638.GEOID18 height accuracy estimate available here.
 FG1638
 FG1638.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV294250(NAD 83)
 FG1638
 FG1638                          SUPERSEDED SURVEY CONTROL
 FG1638
 FG1638.No superseded survey control is available for this station.
 FG1638
 FG1638_MARKER: I = METAL ROD
 FG1638_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FG1638+WITH SETTING: INFORMATION.
 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 = MARCH 20, 2026 22:17:28 EDT
 FH0792 ***********************************************************************
 FH0792  DESIGNATION -  K 297
 FH0792  PID         -  FH0792
 FH0792  STATE/COUNTY-  AR/SEBASTIAN
 FH0792  COUNTRY     -  US
 FH0792  USGS QUAD   -  BARLING (2017)
 FH0792
 FH0792                         *CURRENT SURVEY CONTROL
 FH0792  ______________________________________________________________________
 FH0792* NAD 83(1986) POSITION- 35 19 09.     (N) 094 15 09.     (W)   SCALED
 FH0792* NAVD 88 ORTHO HEIGHT -   131.978 (meters)      433.00  (feet) ADJUSTED
 FH0792  ______________________________________________________________________
 FH0792  GEOID HEIGHT    -        -30.158 (meters)                     GEOID18
 FH0792  DYNAMIC HEIGHT  -        131.853 (meters)      432.59  (feet) COMP
 FH0792  MODELED GRAVITY -    979,687.7   (mgal)                       NAVD 88
 FH0792
 FH0792  VERT ORDER      -  FIRST     CLASS II
 FH0792
 FH0792.The horizontal coordinates were scaled from a map and have
 FH0792.an estimated accuracy of +/- 6 seconds.
 FH0792
 FH0792.The orthometric height was determined by differential leveling and
 FH0792.adjusted by the NATIONAL GEODETIC SURVEY
 FH0792.in June 1991.
 FH0792
 FH0792.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0792.GEOID18 height accuracy estimate available here.
 FH0792
 FH0792.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV861091(NAD 83)
 FH0792
 FH0792                          SUPERSEDED SURVEY CONTROL
 FH0792
 FH0792.No superseded survey control is available for this station.
 FH0792
 FH0792_MARKER: I = METAL ROD
 FH0792_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH0792+WITH SETTING: INFORMATION.
 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 = MARCH 20, 2026 22:17:28 EDT
 FH0815 ***********************************************************************
 FH0815  DESIGNATION -  K 298
 FH0815  PID         -  FH0815
 FH0815  STATE/COUNTY-  AR/SEBASTIAN
 FH0815  COUNTRY     -  US
 FH0815  USGS QUAD   -  BARLING (2017)
 FH0815
 FH0815                         *CURRENT SURVEY CONTROL
 FH0815  ______________________________________________________________________
 FH0815* NAD 83(1986) POSITION- 35 15 59.     (N) 094 22 02.     (W)   SCALED
 FH0815* NAVD 88 ORTHO HEIGHT -   182.447 (meters)      598.58  (feet) ADJUSTED
 FH0815  ______________________________________________________________________
 FH0815  GEOID HEIGHT    -        -30.463 (meters)                     GEOID18
 FH0815  DYNAMIC HEIGHT  -        182.272 (meters)      598.00  (feet) COMP
 FH0815  MODELED GRAVITY -    979,670.2   (mgal)                       NAVD 88
 FH0815
 FH0815  VERT ORDER      -  FIRST     CLASS II
 FH0815
 FH0815.The horizontal coordinates were scaled from a map and have
 FH0815.an estimated accuracy of +/- 6 seconds.
 FH0815
 FH0815.The orthometric height was determined by differential leveling and
 FH0815.adjusted by the NATIONAL GEODETIC SURVEY
 FH0815.in June 1991.
 FH0815
 FH0815.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0815.GEOID18 height accuracy estimate available here.
 FH0815
 FH0815.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV756034(NAD 83)
 FH0815
 FH0815                          SUPERSEDED SURVEY CONTROL
 FH0815
 FH0815.No superseded survey control is available for this station.
 FH0815
 FH0815_MARKER: I = METAL ROD
 FH0815_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH0815+WITH SETTING: INFORMATION.
 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 = MARCH 20, 2026 22:17:28 EDT
 FH0839 ***********************************************************************
 FH0839  DESIGNATION -  K 299
 FH0839  PID         -  FH0839
 FH0839  STATE/COUNTY-  AR/SCOTT
 FH0839  COUNTRY     -  US
 FH0839  USGS QUAD   -  IONE (2017)
 FH0839
 FH0839                         *CURRENT SURVEY CONTROL
 FH0839  ______________________________________________________________________
 FH0839* NAD 83(1986) POSITION- 35 00 56.96   (N) 094 07 10.71   (W)   HD_HELD1
 FH0839* NAVD 88 ORTHO HEIGHT -   169.990 (meters)      557.71  (feet) ADJUSTED
 FH0839  ______________________________________________________________________
 FH0839  GEOID HEIGHT    -        -30.649 (meters)                     GEOID18
 FH0839  DYNAMIC HEIGHT  -        169.819 (meters)      557.15  (feet) COMP
 FH0839  MODELED GRAVITY -    979,627.4   (mgal)                       NAVD 88
 FH0839
 FH0839  VERT ORDER      -  FIRST     CLASS II
 FH0839
 FH0839.The horizontal coordinates were determined by differentially corrected
 FH0839.hand held GPS observations or other comparable positioning techniques
 FH0839.and have an estimated accuracy of +/- 3 meters.
 FH0839
 FH0839.The orthometric height was determined by differential leveling and
 FH0839.adjusted by the NATIONAL GEODETIC SURVEY
 FH0839.in June 1991.
 FH0839
 FH0839.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0839.GEOID18 height accuracy estimate available here.
 FH0839
 FH0839.Click photographs - Photos may exist for this station.
 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     -    77,798.9     206,556.9     MT  (+/- 3 meters HH1 GPS) 
 FH0839
 FH0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU9784875370(NAD 83)
 FH0839
 FH0839                          SUPERSEDED SURVEY CONTROL
 FH0839
 FH0839.No superseded survey control is available for this station.
 FH0839
 FH0839_MARKER: DV = VERTICAL CONTROL DISK
 FH0839_SETTING: 66 = SET IN 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH0839+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2018
 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  HISTORY     - 20080413 GOOD             GEOCAC
 FH0839  HISTORY     - 20180815 GOOD             ARHD
 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.
 FH0839
 FH0839                          STATION RECOVERY (2008)
 FH0839
 FH0839'RECOVERY NOTE BY GEOCACHING 2008 (CA)
 FH0839'RECOVERED IN GOOD CONDITION.
 FH0839
 FH0839                          STATION RECOVERY (2018)
 FH0839
 FH0839'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (BAB)
 FH0839'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0734 ***********************************************************************
 FF0734  DESIGNATION -  K 3
 FF0734  PID         -  FF0734
 FF0734  STATE/COUNTY-  AR/CRAIGHEAD
 FF0734  COUNTRY     -  US
 FF0734  USGS QUAD   -  JONESBORO (2017)
 FF0734
 FF0734                         *CURRENT SURVEY CONTROL
 FF0734  ______________________________________________________________________
 FF0734* NAD 83(1986) POSITION- 35 50 35.     (N) 090 42 09.     (W)   SCALED
 FF0734* NAVD 88 ORTHO HEIGHT -    94.029 (meters)      308.49  (feet) ADJUSTED
 FF0734  ______________________________________________________________________
 FF0734  GEOID HEIGHT    -        -27.821 (meters)                     GEOID18
 FF0734  DYNAMIC HEIGHT  -         93.949 (meters)      308.23  (feet) COMP
 FF0734  MODELED GRAVITY -    979,780.9   (mgal)                       NAVD 88
 FF0734
 FF0734  VERT ORDER      -  FIRST     CLASS II
 FF0734
 FF0734.The horizontal coordinates were scaled from a map and have
 FF0734.an estimated accuracy of +/- 6 seconds.
 FF0734
 FF0734.The orthometric height was determined by differential leveling and
 FF0734.adjusted by the NATIONAL GEODETIC SURVEY
 FF0734.in January 1995.
 FF0734
 FF0734.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0734.GEOID18 height accuracy estimate available here.
 FF0734
 FF0734.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV074689(NAD 83)
 FF0734
 FF0734                          SUPERSEDED SURVEY CONTROL
 FF0734
 FF0734  NAVD 88 (06/15/91)   94.042  (m)          308.54   (f) SUPERSEDED  1 2
 FF0734  NGVD 29 (10/05/93)   93.946  (m)          308.22   (f) ADJUSTED    1 2
 FF0734  NGVD 29 (??/??/87)   93.953  (m)          308.24   (f) SUPERSEDED  1 2
 FF0734
 FF0734.Superseded values are not recommended for survey control.
 FF0734
 FF0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0734.See file dsdata.pdf to determine how the superseded data were derived.
 FF0734
 FF0734_MARKER: DB = BENCH MARK DISK
 FF0734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0734_STAMPING: K 3 1928 308.297
 FF0734_MARK LOGO: CGS
 FF0734_PROJECTION: RECESSED 5 CENTIMETERS
 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 - March 25, 2011
 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  HISTORY     - 20110325 GOOD             ASSOEN
 FF0734
 FF0734                          STATION DESCRIPTION
 FF0734
 FF0734'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 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.
 FF0734
 FF0734                          STATION RECOVERY (2011)
 FF0734
 FF0734'RECOVERY NOTE BY ASSOCIATED ENGINEERING 2011 (MPM)
 FF0734'RECOVERED IN GOOD CONDITION.  NOTE ADDITIONS-OWNERSHIP--RAILROAD
 FF0734'RIGHT-OF-WAY.
 FF0734'
 FF0734'CONTACT BURLINGTON NORTHERN SANTE FE AND UNION PACIFIC RAILROAD TO
 FF0734'OBTAIN PERMISSION TO ACCESS THE MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0992 ***********************************************************************
 FG0992  DESIGNATION -  K 30
 FG0992  PID         -  FG0992
 FG0992  STATE/COUNTY-  AR/JOHNSON
 FG0992  COUNTRY     -  US
 FG0992  USGS QUAD   -  CLARKSVILLE (2017)
 FG0992
 FG0992                         *CURRENT SURVEY CONTROL
 FG0992  ______________________________________________________________________
 FG0992* NAD 83(1986) POSITION- 35 27 26.     (N) 093 28 27.     (W)   SCALED
 FG0992* NAVD 88 ORTHO HEIGHT -   106.081 (meters)      348.03  (feet) ADJUSTED
 FG0992  ______________________________________________________________________
 FG0992  GEOID HEIGHT    -        -29.173 (meters)                     GEOID18
 FG0992  DYNAMIC HEIGHT  -        105.983 (meters)      347.71  (feet) COMP
 FG0992  MODELED GRAVITY -    979,712.0   (mgal)                       NAVD 88
 FG0992
 FG0992  VERT ORDER      -  FIRST     CLASS II
 FG0992
 FG0992.The horizontal coordinates were scaled from a map and have
 FG0992.an estimated accuracy of +/- 6 seconds.
 FG0992
 FG0992.The orthometric height was determined by differential leveling and
 FG0992.adjusted by the NATIONAL GEODETIC SURVEY
 FG0992.in June 1991.
 FG0992
 FG0992.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0992.GEOID18 height accuracy estimate available here.
 FG0992
 FG0992.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV569238(NAD 83)
 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
 FG0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0992.See file dsdata.pdf to determine how the superseded data were derived.
 FG0992
 FG0992_MARKER: DB = BENCH MARK DISK
 FG0992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0992_STAMPING: K 30 1932
 FG0992_MARK LOGO: CGS
 FG0992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0992+STABILITY: SURFACE MOTION
 FG0992
 FG0992  HISTORY     - Date     Condition        Report By
 FG0992  HISTORY     - 1932     MONUMENTED       CGS
 FG0992  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG0992
 FG0992                          STATION DESCRIPTION
 FG0992
 FG0992'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 FG0992'1 MI SOUTH FROM CLARKESVILLE.  ON THE M.P.R.R.  AT THE SIGNSBOARD,
 FG0992'CLARKESVILLE 1 MILE, MILE POLE NO 443/33 POLES, 18 FEET EAST OF THE
 FG0992'RAILROAD, AND 10 FEET SOUTH OF A PRIVATE 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 = MARCH 20, 2026 22:17:28 EDT
 EK0699 ***********************************************************************
 EK0699  DESIGNATION -  K 300
 EK0699  PID         -  EK0699
 EK0699  STATE/COUNTY-  AR/SCOTT
 EK0699  COUNTRY     -  US
 EK0699  USGS QUAD   -  ACORN (2017)
 EK0699
 EK0699                         *CURRENT SURVEY CONTROL
 EK0699  ______________________________________________________________________
 EK0699* NAD 83(1986) POSITION- 34 41 50.     (N) 094 11 49.     (W)   SCALED
 EK0699* NAVD 88 ORTHO HEIGHT -   348.501 (meters)     1143.37  (feet) ADJUSTED
 EK0699  ______________________________________________________________________
 EK0699  GEOID HEIGHT    -        -30.450 (meters)                     GEOID18
 EK0699  DYNAMIC HEIGHT  -        348.122 (meters)     1142.13  (feet) COMP
 EK0699  MODELED GRAVITY -    979,538.3   (mgal)                       NAVD 88
 EK0699
 EK0699  VERT ORDER      -  FIRST     CLASS II
 EK0699
 EK0699.The horizontal coordinates were scaled from a map and have
 EK0699.an estimated accuracy of +/- 6 seconds.
 EK0699
 EK0699.The orthometric height was determined by differential leveling and
 EK0699.adjusted by the NATIONAL GEODETIC SURVEY
 EK0699.in June 1991.
 EK0699
 EK0699.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0699.GEOID18 height accuracy estimate available here.
 EK0699
 EK0699.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU903401(NAD 83)
 EK0699
 EK0699                          SUPERSEDED SURVEY CONTROL
 EK0699
 EK0699.No superseded survey control is available for this station.
 EK0699
 EK0699_MARKER: DV = VERTICAL CONTROL DISK
 EK0699_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 EK0699_SP_SET: BOX CULVERT HEADWALL
 EK0699_STAMPING: K 300 1985
 EK0699_MARK LOGO: NGS
 EK0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0699+STABILITY: SURFACE MOTION
 EK0699_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EK0699+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2019
 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  HISTORY     - 20190515 GOOD             ARHD
 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.
 EK0699
 EK0699                          STATION RECOVERY (2019)
 EK0699
 EK0699'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2019 (BAB)
 EK0699'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EK0726 ***********************************************************************
 EK0726  DESIGNATION -  K 301
 EK0726  PID         -  EK0726
 EK0726  STATE/COUNTY-  AR/POLK
 EK0726  COUNTRY     -  US
 EK0726  USGS QUAD   -  COVE (2017)
 EK0726
 EK0726                         *CURRENT SURVEY CONTROL
 EK0726  ______________________________________________________________________
 EK0726* NAD 83(1986) POSITION- 34 26 32.     (N) 094 24 37.     (W)   SCALED
 EK0726* NAVD 88 ORTHO HEIGHT -   311.779 (meters)     1022.89  (feet) ADJUSTED
 EK0726  ______________________________________________________________________
 EK0726  GEOID HEIGHT    -        -29.968 (meters)                     GEOID18
 EK0726  DYNAMIC HEIGHT  -        311.442 (meters)     1021.79  (feet) COMP
 EK0726  MODELED GRAVITY -    979,547.8   (mgal)                       NAVD 88
 EK0726
 EK0726  VERT ORDER      -  FIRST     CLASS II
 EK0726
 EK0726.The horizontal coordinates were scaled from a map and have
 EK0726.an estimated accuracy of +/- 6 seconds.
 EK0726
 EK0726.The orthometric height was determined by differential leveling and
 EK0726.adjusted by the NATIONAL GEODETIC SURVEY
 EK0726.in June 1991.
 EK0726
 EK0726.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0726.GEOID18 height accuracy estimate available here.
 EK0726
 EK0726.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU704120(NAD 83)
 EK0726
 EK0726                          SUPERSEDED SURVEY CONTROL
 EK0726
 EK0726.No superseded survey control is available for this station.
 EK0726
 EK0726_MARKER: I = METAL ROD
 EK0726_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 EK0754 ***********************************************************************
 EK0754  DESIGNATION -  K 302
 EK0754  PID         -  EK0754
 EK0754  STATE/COUNTY-  AR/SEVIER
 EK0754  COUNTRY     -  US
 EK0754  USGS QUAD   -  GILLHAM (2017)
 EK0754
 EK0754                         *CURRENT SURVEY CONTROL
 EK0754  ______________________________________________________________________
 EK0754* NAD 83(1986) POSITION- 34 09 43.     (N) 094 18 49.     (W)   SCALED
 EK0754* NAVD 88 ORTHO HEIGHT -   214.931 (meters)      705.15  (feet) ADJUSTED
 EK0754  ______________________________________________________________________
 EK0754  GEOID HEIGHT    -        -28.221 (meters)                     GEOID18
 EK0754  DYNAMIC HEIGHT  -        214.712 (meters)      704.43  (feet) COMP
 EK0754  MODELED GRAVITY -    979,611.2   (mgal)                       NAVD 88
 EK0754
 EK0754  VERT ORDER      -  FIRST     CLASS II
 EK0754
 EK0754.The horizontal coordinates were scaled from a map and have
 EK0754.an estimated accuracy of +/- 6 seconds.
 EK0754
 EK0754.The orthometric height was determined by differential leveling and
 EK0754.adjusted by the NATIONAL GEODETIC SURVEY
 EK0754.in June 1991.
 EK0754
 EK0754.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0754.GEOID18 height accuracy estimate available here.
 EK0754
 EK0754.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT789808(NAD 83)
 EK0754
 EK0754                          SUPERSEDED SURVEY CONTROL
 EK0754
 EK0754.No superseded survey control is available for this station.
 EK0754
 EK0754_MARKER: I = METAL ROD
 EK0754_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EK0754+WITH SETTING: INFORMATION.
 EK0754_STAMPING: K 302 1985
 EK0754_MARK LOGO: NGS
 EK0754_PROJECTION: FLUSH
 EK0754_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0754_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EK0754+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2019
 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  HISTORY     - 20190529 GOOD             ARHD
 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.
 EK0754
 EK0754                          STATION RECOVERY (2019)
 EK0754
 EK0754'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2019 (BAB)
 EK0754'RECOVERED AS DESCRIBED.  ADDED MAGNET.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DM1061 ***********************************************************************
 DM1061  DESIGNATION -  K 303
 DM1061  PID         -  DM1061
 DM1061  STATE/COUNTY-  AR/LITTLE RIVER
 DM1061  COUNTRY     -  US
 DM1061  USGS QUAD   -  ARKINDA (2017)
 DM1061
 DM1061                         *CURRENT SURVEY CONTROL
 DM1061  ______________________________________________________________________
 DM1061* NAD 83(1986) POSITION- 33 52 10.6    (N) 094 25 25.0    (W)   HD_HELD2
 DM1061* NAVD 88 ORTHO HEIGHT -    97.022 (meters)      318.31  (feet) ADJUSTED
 DM1061  ______________________________________________________________________
 DM1061  GEOID HEIGHT    -        -27.444 (meters)                     GEOID18
 DM1061  DYNAMIC HEIGHT  -         96.923 (meters)      317.99  (feet) COMP
 DM1061  MODELED GRAVITY -    979,611.6   (mgal)                       NAVD 88
 DM1061
 DM1061  VERT ORDER      -  FIRST     CLASS II
 DM1061
 DM1061.The horizontal coordinates were established by autonomous hand held GPS
 DM1061.observations and have an estimated accuracy of +/- 10 meters.
 DM1061
 DM1061.The orthometric height was determined by differential leveling and
 DM1061.adjusted by the NATIONAL GEODETIC SURVEY
 DM1061.in June 1991.
 DM1061
 DM1061.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1061.GEOID18 height accuracy estimate available here.
 DM1061
 DM1061.Click photographs - Photos may exist for this station.
 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     -   536,075.      175,792.      MT  (+/- 10 meters HH2 GPS)
 DM1061
 DM1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT6832648610(NAD 83)
 DM1061
 DM1061                          SUPERSEDED SURVEY CONTROL
 DM1061
 DM1061.No superseded survey control is available for this station.
 DM1061
 DM1061_MARKER: DV = VERTICAL CONTROL DISK
 DM1061_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2621 ***********************************************************************
 EH2621  DESIGNATION -  K 305
 EH2621  PID         -  EH2621
 EH2621  STATE/COUNTY-  AR/PHILLIPS
 EH2621  COUNTRY     -  US
 EH2621  USGS QUAD   -  MELLWOOD (2017)
 EH2621
 EH2621                         *CURRENT SURVEY CONTROL
 EH2621  ______________________________________________________________________
 EH2621* NAD 83(1997) POSITION- 34 10 07.90790(N) 090 57 08.64924(W)   ADJUSTED
 EH2621* NAD 83(1997) ELLIP HT-    30.387 (meters)        (09/14/99)   ADJUSTED
 EH2621* NAVD 88 ORTHO HEIGHT -    56.734 (meters)      186.13  (feet) ADJUSTED
 EH2621  ______________________________________________________________________
 EH2621  GEOID HEIGHT    -        -26.645 (meters)                     GEOID18
 EH2621  NAD 83(1997) X  -    -87,809.393 (meters)                     COMP
 EH2621  NAD 83(1997) Y  - -5,282,056.553 (meters)                     COMP
 EH2621  NAD 83(1997) Z  -  3,561,976.858 (meters)                     COMP
 EH2621  LAPLACE CORR    -         -0.73  (seconds)                    DEFLEC18
 EH2621  DYNAMIC HEIGHT  -         56.678 (meters)      185.95  (feet) COMP
 EH2621  MODELED GRAVITY -    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 and
 EH2621.adjusted by the NATIONAL GEODETIC SURVEY
 EH2621.in June 1991.
 EH2621
 EH2621.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2621.GEOID18 height accuracy estimate available here.
 EH2621
 EH2621.Click photographs - Photos may exist for this station.
 EH2621
 EH2621.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH2621
 EH2621.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2621
 EH2621.The ellipsoidal height was determined by GPS observations
 EH2621.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT8873182773(NAD 83)
 EH2621
 EH2621                          SUPERSEDED SURVEY CONTROL
 EH2621
 EH2621  NAD 83(1993)-  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              56.80   (m)          186.4    (f) LEVELING    3  
 EH2621  NGVD 29 (11/26/84)   56.799  (m)          186.35   (f) ADJUSTED    1 2
 EH2621
 EH2621.Superseded values are not recommended for survey control.
 EH2621
 EH2621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2621.See file dsdata.pdf to determine how the superseded data were derived.
 EH2621
 EH2621_MARKER: I = METAL ROD
 EH2621_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 - October 20, 2004
 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  HISTORY     - 20041020 GOOD             ARHD
 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.
 EH2621
 EH2621                          STATION RECOVERY (2004)
 EH2621
 EH2621'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2004 (VJB)
 EH2621'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL1242 ***********************************************************************
 DL1242  DESIGNATION -  K 307
 DL1242  PID         -  DL1242
 DL1242  STATE/COUNTY-  AR/MILLER
 DL1242  COUNTRY     -  US
 DL1242  USGS QUAD   -  MANDEVILLE (2017)
 DL1242
 DL1242                         *CURRENT SURVEY CONTROL
 DL1242  ______________________________________________________________________
 DL1242* NAD 83(2011) POSITION- 33 25 46.75547(N) 093 56 35.17067(W)   ADJUSTED
 DL1242* NAD 83(2011) ELLIP HT-    82.232 (meters)        (02/11/26)   ADJUSTED
 DL1242* NAD 83(2011) EPOCH   -  2010.00
 DL1242* NAVD 88 ORTHO HEIGHT -   109.166 (meters)      358.16  (feet) ADJUSTED
 DL1242  ______________________________________________________________________
 DL1242  GEOID HEIGHT    -        -26.897 (meters)                     GEOID18
 DL1242  NAD 83(2011) X  -   -366,414.573 (meters)                     COMP
 DL1242  NAD 83(2011) Y  - -5,315,827.224 (meters)                     COMP
 DL1242  NAD 83(2011) Z  -  3,493,870.775 (meters)                     COMP
 DL1242  LAPLACE CORR    -          0.10  (seconds)                    DEFLEC18
 DL1242  DYNAMIC HEIGHT  -        109.050 (meters)      357.77  (feet) COMP
 DL1242  MODELED GRAVITY -    979,569.3   (mgal)                       NAVD 88
 DL1242
 DL1242  VERT ORDER      -  FIRST     CLASS II
 DL1242
 DL1242  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL1242  Standards:
 DL1242         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL1242            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL1242  -------------------------------------------------------------------
 DL1242  NETWORK    0.77   1.92           0.32   0.31   0.98     -0.14776563
 DL1242  -------------------------------------------------------------------
 DL1242  Click here for local accuracies and other accuracy information.
 DL1242
 DL1242.The horizontal coordinates were established by GPS observations
 DL1242.and adjusted by the ARKANSAS DEPT OF TRANS in February 2026.
 DL1242
 DL1242.Refers to NAD 83 (2011) epoch 2010.00 coordinates where the reference 
 DL1242.frame has been affixed to the stable North American tectonic plate 
 DL1242
 DL1242.The horizontal coordinates are valid at the epoch date displayed above
 DL1242.which is a decimal equivalence of Year/Month/Day.
 DL1242
 DL1242.The orthometric height was determined by differential leveling and
 DL1242.adjusted by the NATIONAL GEODETIC SURVEY
 DL1242.in June 1991.
 DL1242
 DL1242.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1242.GEOID18 height accuracy estimate available here.
 DL1242
 DL1242.Click photographs - Photos may exist for this station.
 DL1242
 DL1242.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL1242
 DL1242.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1242
 DL1242.The ellipsoidal height was determined by GPS observations
 DL1242.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 DL1242
 DL1242;                    North         East     Units Scale Factor Converg.
 DL1242;SPC AR S     -   486,340.418   219,311.610   MT  0.99997378   -1 05 15.1
 DL1242;SPC AR S     - 1,595,601.85    719,524.84   sFT  0.99997378   -1 05 15.1
 DL1242;UTM  15      - 3,699,317.643   412,327.170   MT  0.99969476   -0 31 10.6
 DL1242
 DL1242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1242!SPC AR S     -   0.99998709  x   0.99997378  =   0.99996087
 DL1242!UTM  15      -   0.99998709  x   0.99969476  =   0.99968185
 DL1242
 DL1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS1232799317(NAD 83)
 DL1242
 DL1242                          SUPERSEDED SURVEY CONTROL
 DL1242
 DL1242  NAVD 88 (02/11/26)  109.11   (m)  GEOID18  model used  GPS OBS        
 DL1242
 DL1242.Superseded values are not recommended for survey control.
 DL1242
 DL1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1242.See file dsdata.pdf to determine how the superseded data were derived.
 DL1242
 DL1242_MARKER: F = FLANGE-ENCASED ROD
 DL1242_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DL1242+WITH SETTING: INFORMATION.
 DL1242_STAMPING: K 307 1985
 DL1242_MARK LOGO: NGS
 DL1242_PROJECTION: FLUSH
 DL1242_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DL1242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL1242_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1242+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2025
 DL1242_ROD/PIPE-DEPTH: 2.8 meters
 DL1242
 DL1242  HISTORY     - Date     Condition        Report By
 DL1242  HISTORY     - 1985     MONUMENTED       NGS
 DL1242  HISTORY     - 20250505 GOOD             ARHD
 DL1242  HISTORY     - 20250506 GOOD             ARHD
 DL1242  HISTORY     - 20250602 GOOD             ARHD
 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.
 DL1242
 DL1242                          STATION RECOVERY (2025)
 DL1242
 DL1242'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2025 (JH)
 DL1242'RECOVERED IN GOOD CONDITION.
 DL1242
 DL1242                          STATION RECOVERY (2025)
 DL1242
 DL1242'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2025 (JDH)
 DL1242'RECOVERED IN GOOD CONDITION.
 DL1242'
 DL1242'NOTE-PUT A MAGNET IN THE SAND UNDER THE LOGO CAP.
 DL1242
 DL1242                          STATION RECOVERY (2025)
 DL1242
 DL1242'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2025 (JDH)
 DL1242'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DM1106 ***********************************************************************
 DM1106  DESIGNATION -  K 308
 DM1106  PID         -  DM1106
 DM1106  STATE/COUNTY-  AR/LITTLE RIVER
 DM1106  COUNTRY     -  US
 DM1106  USGS QUAD   -  FOREMAN (2017)
 DM1106
 DM1106                         *CURRENT SURVEY CONTROL
 DM1106  ______________________________________________________________________
 DM1106* NAD 83(1986) POSITION- 33 44 09.98   (N) 094 28 45.29   (W)   HD_HELD1
 DM1106* NAVD 88 ORTHO HEIGHT -   119.990 (meters)      393.67  (feet) ADJUSTED
 DM1106  ______________________________________________________________________
 DM1106  GEOID HEIGHT    -        -27.156 (meters)                     GEOID18
 DM1106  DYNAMIC HEIGHT  -        119.866 (meters)      393.26  (feet) COMP
 DM1106  MODELED GRAVITY -    979,603.6   (mgal)                       NAVD 88
 DM1106
 DM1106  VERT ORDER      -  FIRST     CLASS II
 DM1106
 DM1106.The horizontal coordinates were determined by differentially corrected
 DM1106.hand held GPS observations or other comparable positioning techniques
 DM1106.and have an estimated accuracy of +/- 3 meters.
 DM1106
 DM1106.The orthometric height was determined by differential leveling and
 DM1106.adjusted by the NATIONAL GEODETIC SURVEY
 DM1106.in June 1991.
 DM1106
 DM1106.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1106.GEOID18 height accuracy estimate available here.
 DM1106
 DM1106.Click photographs - Photos may exist for this station.
 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     -   521,395.6     170,287.5     MT  (+/- 3 meters HH1 GPS) 
 DM1106
 DM1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT6296733879(NAD 83)
 DM1106
 DM1106                          SUPERSEDED SURVEY CONTROL
 DM1106
 DM1106.No superseded survey control is available for this station.
 DM1106
 DM1106_MARKER: F = FLANGE-ENCASED ROD
 DM1106_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DM1106+WITH SETTING: INFORMATION.
 DM1106_STAMPING: K 308 1986
 DM1106_MARK LOGO: NGS
 DM1106_PROJECTION: FLUSH
 DM1106_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1106_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1106+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2018
 DM1106_ROD/PIPE-DEPTH: 2.8 meters
 DM1106
 DM1106  HISTORY     - Date     Condition        Report By
 DM1106  HISTORY     - 1986     MONUMENTED       NGS
 DM1106  HISTORY     - 20160322 GOOD             USACEL
 DM1106  HISTORY     - 20160323 GOOD             USACEL
 DM1106  HISTORY     - 20180814 GOOD             ARHD
 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.
 DM1106
 DM1106                          STATION RECOVERY (2016)
 DM1106
 DM1106'RECOVERY NOTE BY USACE LITTLE ROCK 2016 (SCC)
 DM1106'FOUND BY MEASURING FORM THE CENTERLINE OF THE HIGHWAY AND THE FIELD
 DM1106'ROAD.  THE FENCE AND WITNESS POST ARE GONE.  THIS MARK IS UNDER A
 DM1106'POWER LINE.  WE HAD TO PROBE ABOUT 12 SQUARE FEET BUT FOUND THE MARK
 DM1106'AND IT APPEARS TO BE UNDISTURBED.  THIS IS A VERY GOOD LOCATION FOR
 DM1106'GPS, EASY TO GET TO WITH PLENTY OF ROOM TO PARK OUT OF THE WAY.
 DM1106
 DM1106                          STATION RECOVERY (2016)
 DM1106
 DM1106'RECOVERY NOTE BY USACE LITTLE ROCK 2016 (SCC)
 DM1106'THE ONLY AIDS TO RECOVERY ARE THE DISTANCE FROM THE CENTERLINE OF
 DM1106'HIGHWAY 32 AND THE DISTANCE FROM THE FIELD ROAD.  THE FENCE AND
 DM1106'WITNESS POST HAVE BEEN REMOVED.  THE MARK IS UNDER A POWER LINE.
 DM1106
 DM1106                          STATION RECOVERY (2018)
 DM1106
 DM1106'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (JDH)
 DM1106'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GG0916 ***********************************************************************
 GG0916  DESIGNATION -  K 309
 GG0916  PID         -  GG0916
 GG0916  STATE/COUNTY-  AR/BENTON
 GG0916  COUNTRY     -  US
 GG0916  USGS QUAD   -  BENTONVILLE SOUTH (2017)
 GG0916
 GG0916                         *CURRENT SURVEY CONTROL
 GG0916  ______________________________________________________________________
 GG0916* NAD 83(1986) POSITION- 36 16 21.6    (N) 094 08 03.7    (W)   HD_HELD2
 GG0916* NAVD 88 ORTHO HEIGHT -   401.753 (meters)     1318.08  (feet) ADJUSTED
 GG0916  ______________________________________________________________________
 GG0916  GEOID HEIGHT    -        -28.117 (meters)                     GEOID18
 GG0916  DYNAMIC HEIGHT  -        401.396 (meters)     1316.91  (feet) COMP
 GG0916  MODELED GRAVITY -    979,732.3   (mgal)                       NAVD 88
 GG0916
 GG0916  VERT ORDER      -  FIRST     CLASS II
 GG0916
 GG0916.The horizontal coordinates were established by autonomous hand held GPS
 GG0916.observations and have an estimated accuracy of +/- 10 meters.
 GG0916
 GG0916.The orthometric height was determined by differential leveling and
 GG0916.adjusted by the NATIONAL GEODETIC SURVEY
 GG0916.in June 1991.
 GG0916
 GG0916.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0916.GEOID18 height accuracy estimate available here.
 GG0916
 GG0916.Click photographs - Photos may exist for this station.
 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     -   217,239.      208,236.      MT  (+/- 10 meters HH2 GPS)
 GG0916
 GG0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA9811314788(NAD 83)
 GG0916
 GG0916                          SUPERSEDED SURVEY CONTROL
 GG0916
 GG0916  NGVD 29 (10/05/93)  401.600  (m)         1317.58   (f) ADJUSTED    1 2
 GG0916
 GG0916.Superseded values are not recommended for survey control.
 GG0916
 GG0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0916.See file dsdata.pdf to determine how the superseded data were derived.
 GG0916
 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 - February 07, 2012
 GG0916
 GG0916  HISTORY     - Date     Condition        Report By
 GG0916  HISTORY     - 1989     MONUMENTED       NGS
 GG0916  HISTORY     - 20120207 GOOD             ARHD
 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.
 GG0916
 GG0916                          STATION RECOVERY (2012)
 GG0916
 GG0916'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (KWS)
 GG0916'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GG0210 ***********************************************************************
 GG0210  DESIGNATION -  K 31
 GG0210  PID         -  GG0210
 GG0210  STATE/COUNTY-  AR/BENTON
 GG0210  COUNTRY     -  US
 GG0210  USGS QUAD   -  SILOAM SPRINGS (2017)
 GG0210
 GG0210                         *CURRENT SURVEY CONTROL
 GG0210  ______________________________________________________________________
 GG0210* NAD 83(1986) POSITION- 36 11 18.16   (N) 094 31 33.60   (W)   HD_HELD1
 GG0210* NAVD 88 ORTHO HEIGHT -   347.629 (meters)     1140.51  (feet) ADJUSTED
 GG0210  ______________________________________________________________________
 GG0210  GEOID HEIGHT    -        -28.383 (meters)                     GEOID18
 GG0210  DYNAMIC HEIGHT  -        347.322 (meters)     1139.51  (feet) COMP
 GG0210  MODELED GRAVITY -    979,740.9   (mgal)                       NAVD 88
 GG0210
 GG0210  VERT ORDER      -  SECOND    CLASS 0
 GG0210
 GG0210.The horizontal coordinates were determined by differentially corrected
 GG0210.hand held GPS observations or other comparable positioning techniques
 GG0210.and have an estimated accuracy of +/- 3 meters.
 GG0210
 GG0210.The orthometric height was determined by differential leveling and
 GG0210.adjusted by the NATIONAL GEODETIC SURVEY
 GG0210.in June 1991.
 GG0210
 GG0210.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0210.GEOID18 height accuracy estimate available here.
 GG0210
 GG0210.Click photographs - Photos may exist for this station.
 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     -   208,721.9     172,816.3     MT  (+/- 3 meters HH1 GPS) 
 GG0210
 GG0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA6278805921(NAD 83)
 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
 GG0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0210.See file dsdata.pdf to determine how the superseded data were derived.
 GG0210
 GG0210_MARKER: DB = BENCH MARK DISK
 GG0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0210_STAMPING: K 31 1934
 GG0210_MARK LOGO: CGS
 GG0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0210+STABILITY: SURFACE MOTION
 GG0210_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0210+SATELLITE: SATELLITE OBSERVATIONS - February 11, 2015
 GG0210
 GG0210  HISTORY     - Date     Condition        Report By
 GG0210  HISTORY     - 1934     MONUMENTED       CGS
 GG0210  HISTORY     - 1961     GOOD             CGS
 GG0210  HISTORY     - 1987     GOOD             USPSQD
 GG0210  HISTORY     - 1987     GOOD             LOCSUR
 GG0210  HISTORY     - 1988     GOOD             USPSQD
 GG0210  HISTORY     - 20150211 GOOD             ARHD
 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 COAST AND 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.
 GG0210
 GG0210                          STATION RECOVERY (2015)
 GG0210
 GG0210'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 GG0210'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GG0906 ***********************************************************************
 GG0906  DESIGNATION -  K 310
 GG0906  PID         -  GG0906
 GG0906  STATE/COUNTY-  AR/WASHINGTON
 GG0906  COUNTRY     -  US
 GG0906  USGS QUAD   -  FAYETTEVILLE (2017)
 GG0906
 GG0906                         *CURRENT SURVEY CONTROL
 GG0906  ______________________________________________________________________
 GG0906* NAD 83(1986) POSITION- 36 06 40.5    (N) 094 09 49.1    (W)   HD_HELD2
 GG0906* NAVD 88 ORTHO HEIGHT -   369.444 (meters)     1212.08  (feet) ADJUSTED
 GG0906  ______________________________________________________________________
 GG0906  GEOID HEIGHT    -        -28.080 (meters)                     GEOID18
 GG0906  DYNAMIC HEIGHT  -        369.112 (meters)     1210.99  (feet) COMP
 GG0906  MODELED GRAVITY -    979,725.0   (mgal)                       NAVD 88
 GG0906
 GG0906  VERT ORDER      -  FIRST     CLASS II
 GG0906
 GG0906.The horizontal coordinates were established by autonomous hand held GPS
 GG0906.observations and have an estimated accuracy of +/- 10 meters.
 GG0906
 GG0906.The orthometric height was determined by differential leveling and
 GG0906.adjusted by the NATIONAL GEODETIC SURVEY
 GG0906.in June 1991.
 GG0906
 GG0906.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0906.GEOID18 height accuracy estimate available here.
 GG0906
 GG0906.Click photographs - Photos may exist for this station.
 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     -   199,390.      205,213.      MT  (+/- 10 meters HH2 GPS)
 GG0906
 GG0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9526996914(NAD 83)
 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
 GG0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0906.See file dsdata.pdf to determine how the superseded data were derived.
 GG0906
 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: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0906_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0906+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2015
 GG0906
 GG0906  HISTORY     - Date     Condition        Report By
 GG0906  HISTORY     - 1989     MONUMENTED       NGS
 GG0906  HISTORY     - 20050808 GOOD             ARHD
 GG0906  HISTORY     - 20080930 GOOD             ARHD
 GG0906  HISTORY     - 20110822 GOOD             NGS
 GG0906  HISTORY     - 20120131 GOOD             ARHD
 GG0906  HISTORY     - 20150319 GOOD             INDIV
 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 DEPARTMENT OF TRANSPORTATION 2005 (VJB)
 GG0906'RECOVERED IN GOOD CONDITION.
 GG0906
 GG0906                          STATION RECOVERY (2008)
 GG0906
 GG0906'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2008 (TPS)
 GG0906'RECOVERED IN GOOD CONDITION.
 GG0906
 GG0906                          STATION RECOVERY (2011)
 GG0906
 GG0906'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2011 (JBW)
 GG0906'RECOVERED IN GOOD CONDITION.
 GG0906
 GG0906                          STATION RECOVERY (2012)
 GG0906
 GG0906'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (JDH)
 GG0906'RECOVERED AS DESCRIBED.
 GG0906
 GG0906                          STATION RECOVERY (2015)
 GG0906
 GG0906'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (JAP)
 GG0906'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FH1204 ***********************************************************************
 FH1204  DESIGNATION -  K 311
 FH1204  PID         -  FH1204
 FH1204  STATE/COUNTY-  AR/CRAWFORD
 FH1204  COUNTRY     -  US
 FH1204  USGS QUAD   -  VAN BUREN (2017)
 FH1204
 FH1204                         *CURRENT SURVEY CONTROL
 FH1204  ______________________________________________________________________
 FH1204* NAD 83(1986) POSITION- 35 28 30.     (N) 094 18 05.     (W)   SCALED
 FH1204* NAVD 88 ORTHO HEIGHT -   161.384 (meters)      529.47  (feet) ADJUSTED
 FH1204  ______________________________________________________________________
 FH1204  GEOID HEIGHT    -        -29.658 (meters)                     GEOID18
 FH1204  DYNAMIC HEIGHT  -        161.233 (meters)      528.98  (feet) COMP
 FH1204  MODELED GRAVITY -    979,693.8   (mgal)                       NAVD 88
 FH1204
 FH1204  VERT ORDER      -  FIRST     CLASS II
 FH1204
 FH1204.The horizontal coordinates were scaled from a map and have
 FH1204.an estimated accuracy of +/- 6 seconds.
 FH1204
 FH1204.The orthometric height was determined by differential leveling and
 FH1204.adjusted by the NATIONAL GEODETIC SURVEY
 FH1204.in June 1991.
 FH1204
 FH1204.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1204.GEOID18 height accuracy estimate available here.
 FH1204
 FH1204.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV819264(NAD 83)
 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
 FH1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1204.See file dsdata.pdf to determine how the superseded data were derived.
 FH1204
 FH1204_MARKER: I = METAL ROD
 FH1204_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 NOT SUITABLE FOR
 FH1204+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2014
 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  HISTORY     - 20140414 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 DEPARTMENT OF TRANSPORTATION 2006 (VJB)
 FH1204'RECOVERED IN GOOD CONDITION.
 FH1204
 FH1204                          STATION RECOVERY (2014)
 FH1204
 FH1204'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (AMC)
 FH1204'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FH1227 ***********************************************************************
 FH1227  DESIGNATION -  K 312
 FH1227  PID         -  FH1227
 FH1227  STATE/COUNTY-  AR/CRAWFORD
 FH1227  COUNTRY     -  US
 FH1227  USGS QUAD   -  MOUNTAINBURG (2017)
 FH1227
 FH1227                         *CURRENT SURVEY CONTROL
 FH1227  ______________________________________________________________________
 FH1227* NAD 83(1986) POSITION- 35 41 42.     (N) 094 08 24.     (W)   SCALED
 FH1227* NAVD 88 ORTHO HEIGHT -   472.307 (meters)     1549.56  (feet) ADJUSTED
 FH1227  ______________________________________________________________________
 FH1227  GEOID HEIGHT    -        -28.544 (meters)                     GEOID18
 FH1227  DYNAMIC HEIGHT  -        471.857 (meters)     1548.08  (feet) COMP
 FH1227  MODELED GRAVITY -    979,665.5   (mgal)                       NAVD 88
 FH1227
 FH1227  VERT ORDER      -  FIRST     CLASS II
 FH1227
 FH1227.The horizontal coordinates were scaled from a map and have
 FH1227.an estimated accuracy of +/- 6 seconds.
 FH1227
 FH1227.The orthometric height was determined by differential leveling and
 FH1227.adjusted by the NATIONAL GEODETIC SURVEY
 FH1227.in June 1991.
 FH1227
 FH1227.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1227.GEOID18 height accuracy estimate available here.
 FH1227
 FH1227.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV968507(NAD 83)
 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
 FH1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1227.See file dsdata.pdf to determine how the superseded data were derived.
 FH1227
 FH1227_MARKER: I = METAL ROD
 FH1227_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH1227+WITH SETTING: INFORMATION.
 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 = MARCH 20, 2026 22:17:28 EDT
 GE1259 ***********************************************************************
 GE1259  DESIGNATION -  K 313
 GE1259  PID         -  GE1259
 GE1259  STATE/COUNTY-  AR/FULTON
 GE1259  COUNTRY     -  US
 GE1259  USGS QUAD   -  HARDY (2017)
 GE1259
 GE1259                         *CURRENT SURVEY CONTROL
 GE1259  ______________________________________________________________________
 GE1259* NAD 83(1986) POSITION- 36 22 01.     (N) 091 28 20.     (W)   SCALED
 GE1259* NAVD 88 ORTHO HEIGHT -   200.077 (meters)      656.42  (feet) ADJUSTED
 GE1259  ______________________________________________________________________
 GE1259  GEOID HEIGHT    -        -28.459 (meters)                     GEOID18
 GE1259  DYNAMIC HEIGHT  -        199.909 (meters)      655.87  (feet) COMP
 GE1259  MODELED GRAVITY -    979,786.7   (mgal)                       NAVD 88
 GE1259
 GE1259  VERT ORDER      -  FIRST     CLASS II
 GE1259
 GE1259.The horizontal coordinates were scaled from a map and have
 GE1259.an estimated accuracy of +/- 6 seconds.
 GE1259
 GE1259.The orthometric height was determined by differential leveling and
 GE1259.adjusted by the NATIONAL GEODETIC SURVEY
 GE1259.in January 1995.
 GE1259
 GE1259.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE1259.GEOID18 height accuracy estimate available here.
 GE1259
 GE1259.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA370257(NAD 83)
 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
 GE1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1259.See file dsdata.pdf to determine how the superseded data were derived.
 GE1259
 GE1259_MARKER: DV = VERTICAL CONTROL DISK
 GE1259_SETTING: 66 = SET IN ROCK OUTCROP
 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 = MARCH 20, 2026 22:17:28 EDT
 FF2179 ***********************************************************************
 FF2179  HT_MOD      -  This is a Height Modernization Survey Station.
 FF2179  DESIGNATION -  K 314
 FF2179  PID         -  FF2179
 FF2179  STATE/COUNTY-  AR/POINSETT
 FF2179  COUNTRY     -  US
 FF2179  USGS QUAD   -  TYRONZA (2017)
 FF2179
 FF2179                         *CURRENT SURVEY CONTROL
 FF2179  ______________________________________________________________________
 FF2179* NAD 83(2011) POSITION- 35 28 02.34839(N) 090 19 32.95899(W)   ADJUSTED
 FF2179* NAD 83(2011) ELLIP HT-    39.928 (meters)        (06/27/12)   ADJUSTED
 FF2179* NAD 83(2011) EPOCH   -  2010.00
 FF2179* NAVD 88 ORTHO HEIGHT -    67.66  (meters)      222.0   (feet) GPS OBS
 FF2179  ______________________________________________________________________
 FF2179  NAVD 88 orthometric height was determined with geoid model    GEOID03
 FF2179  GEOID HEIGHT    -        -27.690 (meters)                     GEOID03
 FF2179  GEOID HEIGHT    -        -27.637 (meters)                     GEOID18
 FF2179  NAD 83(2011) X  -    -29,573.621 (meters)                     COMP
 FF2179  NAD 83(2011) Y  - -5,200,464.389 (meters)                     COMP
 FF2179  NAD 83(2011) Z  -  3,680,238.612 (meters)                     COMP
 FF2179  LAPLACE CORR    -          0.03  (seconds)                    DEFLEC18
 FF2179
 FF2179  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FF2179  Standards:
 FF2179         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FF2179            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FF2179  -------------------------------------------------------------------
 FF2179  NETWORK    2.95   3.14           1.29   1.11   1.60     -0.06036555
 FF2179  -------------------------------------------------------------------
 FF2179  Click here for local accuracies and other accuracy information.
 FF2179
 FF2179.The horizontal coordinates were established by GPS observations
 FF2179.and adjusted by the National Geodetic Survey in June 2012.
 FF2179
 FF2179.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FF2179.been affixed to the stable North American tectonic plate. See 
 FF2179.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FF2179
 FF2179.The horizontal coordinates are valid at the epoch date displayed above
 FF2179.which is a decimal equivalence of Year/Month/Day.
 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.
 FF2179
 FF2179.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF2179.GEOID18 height accuracy estimate available here.
 FF2179
 FF2179.Click photographs - Photos may exist for this station.
 FF2179
 FF2179.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF2179
 FF2179.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF2179
 FF2179.The ellipsoidal height was determined by GPS observations
 FF2179.and is referenced to NAD 83.
 FF2179
 FF2179. The following values were computed from the NAD 83(2011) position.
 FF2179
 FF2179;                    North         East     Units Scale Factor Converg.
 FF2179;SPC AR N     -   127,097.600   551,941.915   MT  0.99993801   +0 58 27.1
 FF2179;SPC AR N     -   416,986.04  1,810,829.43   sFT  0.99993801   +0 58 27.1
 FF2179;UTM  15      - 3,928,156.133   742,656.712   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV4265628156(NAD 83)
 FF2179
 FF2179                          SUPERSEDED SURVEY CONTROL
 FF2179
 FF2179  NAD 83(2007)-  35 28 02.34841(N)    090 19 32.96000(W) AD(2002.00) 0
 FF2179  ELLIP H (02/10/07)   39.954  (m)                       GP(2002.00)    
 FF2179  NAD 83(1997)-  35 28 02.34829(N)    090 19 32.95980(W) AD(       ) 1
 FF2179  ELLIP H (05/31/05)   39.942  (m)                       GP(       ) 4 2
 FF2179  NAVD 88 (01/31/95)   67.556  (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
 FF2179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2179.See file dsdata.pdf to determine how the superseded data were derived.
 FF2179
 FF2179_MARKER: I = METAL ROD
 FF2179_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 FF2204 ***********************************************************************
 FF2204  DESIGNATION -  K 315
 FF2204  PID         -  FF2204
 FF2204  STATE/COUNTY-  AR/CRAIGHEAD
 FF2204  COUNTRY     -  US
 FF2204  USGS QUAD   -  BONO (2017)
 FF2204
 FF2204                         *CURRENT SURVEY CONTROL
 FF2204  ______________________________________________________________________
 FF2204* NAD 83(1986) POSITION- 35 53 13.     (N) 090 47 26.     (W)   SCALED
 FF2204* NAVD 88 ORTHO HEIGHT -   110.622 (meters)      362.93  (feet) ADJUSTED
 FF2204  ______________________________________________________________________
 FF2204  GEOID HEIGHT    -        -27.835 (meters)                     GEOID18
 FF2204  DYNAMIC HEIGHT  -        110.529 (meters)      362.63  (feet) COMP
 FF2204  MODELED GRAVITY -    979,790.5   (mgal)                       NAVD 88
 FF2204
 FF2204  VERT ORDER      -  FIRST     CLASS II
 FF2204
 FF2204.The horizontal coordinates were scaled from a map and have
 FF2204.an estimated accuracy of +/- 6 seconds.
 FF2204
 FF2204.The orthometric height was determined by differential leveling and
 FF2204.adjusted by the NATIONAL GEODETIC SURVEY
 FF2204.in January 1995.
 FF2204
 FF2204.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF2204.GEOID18 height accuracy estimate available here.
 FF2204
 FF2204.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV994736(NAD 83)
 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
 FF2204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2204.See file dsdata.pdf to determine how the superseded data were derived.
 FF2204
 FF2204_MARKER: I = METAL ROD
 FF2204_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FF2204+WITH SETTING: INFORMATION.
 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 = MARCH 20, 2026 22:17:28 EDT
 GE1230 ***********************************************************************
 GE1230  DESIGNATION -  K 316
 GE1230  PID         -  GE1230
 GE1230  STATE/COUNTY-  AR/LAWRENCE
 GE1230  COUNTRY     -  US
 GE1230  USGS QUAD   -  IMBODEN (2017)
 GE1230
 GE1230                         *CURRENT SURVEY CONTROL
 GE1230  ______________________________________________________________________
 GE1230* NAD 83(1986) POSITION- 36 12 38.     (N) 091 12 06.     (W)   SCALED
 GE1230* NAVD 88 ORTHO HEIGHT -   101.186 (meters)      331.97  (feet) ADJUSTED
 GE1230  ______________________________________________________________________
 GE1230  GEOID HEIGHT    -        -28.285 (meters)                     GEOID18
 GE1230  DYNAMIC HEIGHT  -        101.103 (meters)      331.70  (feet) COMP
 GE1230  MODELED GRAVITY -    979,807.3   (mgal)                       NAVD 88
 GE1230
 GE1230  VERT ORDER      -  FIRST     CLASS II
 GE1230
 GE1230.The horizontal coordinates were scaled from a map and have
 GE1230.an estimated accuracy of +/- 6 seconds.
 GE1230
 GE1230.The orthometric height was determined by differential leveling and
 GE1230.adjusted by the NATIONAL GEODETIC SURVEY
 GE1230.in January 1995.
 GE1230
 GE1230.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE1230.GEOID18 height accuracy estimate available here.
 GE1230
 GE1230.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA616088(NAD 83)
 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
 GE1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1230.See file dsdata.pdf to determine how the superseded data were derived.
 GE1230
 GE1230_MARKER: DV = VERTICAL CONTROL DISK
 GE1230_SETTING: 66 = SET IN ROCK OUTCROP
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0114 ***********************************************************************
 GE0114  DESIGNATION -  K 32
 GE0114  PID         -  GE0114
 GE0114  STATE/COUNTY-  AR/GREENE
 GE0114  COUNTRY     -  US
 GE0114  USGS QUAD   -  PARAGOULD EAST (2017)
 GE0114
 GE0114                         *CURRENT SURVEY CONTROL
 GE0114  ______________________________________________________________________
 GE0114* NAD 83(1986) POSITION- 36 05 46.     (N) 090 27 13.     (W)   SCALED
 GE0114* NAVD 88 ORTHO HEIGHT -    84.563 (meters)      277.44  (feet) ADJUSTED
 GE0114  ______________________________________________________________________
 GE0114  GEOID HEIGHT    -        -28.271 (meters)                     GEOID18
 GE0114  DYNAMIC HEIGHT  -         84.493 (meters)      277.21  (feet) COMP
 GE0114  MODELED GRAVITY -    979,800.8   (mgal)                       NAVD 88
 GE0114
 GE0114  VERT ORDER      -  FIRST     CLASS II
 GE0114
 GE0114.The horizontal coordinates were scaled from a map and have
 GE0114.an estimated accuracy of +/- 6 seconds.
 GE0114
 GE0114.The orthometric height was determined by differential leveling and
 GE0114.adjusted by the NATIONAL GEODETIC SURVEY
 GE0114.in June 1991.
 GE0114
 GE0114.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0114.GEOID18 height accuracy estimate available here.
 GE0114
 GE0114.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV292976(NAD 83)
 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
 GE0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0114.See file dsdata.pdf to determine how the superseded data were derived.
 GE0114
 GE0114_MARKER: DB = BENCH MARK DISK
 GE0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0114_STAMPING: K 32 1933
 GE0114_MARK LOGO: CGS
 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             CGS
 GE0114  HISTORY     - 20020731 MARK NOT FOUND   USACE
 GE0114
 GE0114                          STATION DESCRIPTION
 GE0114
 GE0114'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DK2839 ***********************************************************************
 DK2839  DESIGNATION -  K 320
 DK2839  PID         -  DK2839
 DK2839  STATE/COUNTY-  AR/PULASKI
 DK2839  COUNTRY     -  US
 DK2839  USGS QUAD   -  LITTLE ROCK (2017)
 DK2839
 DK2839                         *CURRENT SURVEY CONTROL
 DK2839  ______________________________________________________________________
 DK2839* NAD 83(1986) POSITION- 34 40 41.7    (N) 092 20 38.6    (W)   HD_HELD2
 DK2839* NAVD 88 ORTHO HEIGHT -    90.010 (meters)      295.31  (feet) ADJUSTED
 DK2839  ______________________________________________________________________
 DK2839  GEOID HEIGHT    -        -26.498 (meters)                     GEOID18
 DK2839  DYNAMIC HEIGHT  -         89.927 (meters)      295.04  (feet) COMP
 DK2839  MODELED GRAVITY -    979,707.9   (mgal)                       NAVD 88
 DK2839
 DK2839  VERT ORDER      -  FIRST     CLASS II
 DK2839
 DK2839.The horizontal coordinates were established by autonomous hand held GPS
 DK2839.observations and have an estimated accuracy of +/- 10 meters.
 DK2839
 DK2839.The orthometric height was determined by differential leveling and
 DK2839.adjusted by the NATIONAL GEODETIC SURVEY
 DK2839.in May 2008.
 DK2839
 DK2839.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK2839.GEOID18 height accuracy estimate available here.
 DK2839
 DK2839.Click photographs - Photos may exist for this station.
 DK2839
 DK2839.The dynamic height is computed by dividing the NAVD 88
 DK2839.geopotential number by the normal gravity value computed on the
 DK2839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2839.degrees latitude (g = 980.6199 gals.).
 DK2839
 DK2839.The modeled gravity was interpolated from observed gravity values.
 DK2839
 DK2839;                    North         East    Units  Estimated Accuracy
 DK2839;SPC AR S     -   623,168.      368,470.      MT  (+/- 10 meters HH2 GPS)
 DK2839
 DK2839_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6008937558(NAD 83)
 DK2839
 DK2839                          SUPERSEDED SURVEY CONTROL
 DK2839
 DK2839.No superseded survey control is available for this station.
 DK2839
 DK2839_MARKER: DB = BENCH MARK DISK
 DK2839_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DK2839_SP_SET: HEADWALL
 DK2839_STAMPING: K 320 2007
 DK2839_MARK LOGO: ARHD
 DK2839_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK2839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK2839+STABILITY: SURFACE MOTION
 DK2839_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2839+SATELLITE: SATELLITE OBSERVATIONS - January 03, 2017
 DK2839
 DK2839  HISTORY     - Date     Condition        Report By
 DK2839  HISTORY     - 20070406 MONUMENTED       ARHD
 DK2839  HISTORY     - 20170103 GOOD             ARHD
 DK2839
 DK2839                          STATION DESCRIPTION
 DK2839
 DK2839'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2007
 DK2839'THE MARK IS LOCATED ABOUT 3.0 MI (4.8 KM) SOUTHWEST OF LITTLE ROCK
 DK2839'ARKANSAS.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DK2839'
 DK2839'STATION IS LOCATED AT THE INTERSECTION OF US INTERSTATE HIGHWAY 30 AND
 DK2839'GEYER SPRINGS ROAD.  IN A HEADWALL ON THE WEST SIDE OF GEYER SPRINGS
 DK2839'ROAD AND SOUTH OF THE EAST BOUND LANES OF INTERSTATE 30 IN THE CENTER
 DK2839'OF THE WEST HEADWALL OVER A CREEK.
 DK2839'
 DK2839'19.3 M SOUTH OF THE CENTER OF THE EAST BOUND ON RAMP FOR GEYER
 DK2839'SPRINGS, 18.8 M WEST OF THE CENTER LINE OF GEYER SPRINGS ROAD, 14.3 M
 DK2839'NORTH OF A LIGHT POLE WITH 2 GUY WIRES, 14.0 M SOUTHWEST OF A STOP
 DK2839'LIGHT, AND 12.5 M NORTHWEST OF THE CENTER OF A MAN HOLE COVER.
 DK2839
 DK2839                          STATION RECOVERY (2017)
 DK2839
 DK2839'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2017 (JDH)
 DK2839'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK2865 ***********************************************************************
 DK2865  DESIGNATION -  K 321
 DK2865  PID         -  DK2865
 DK2865  STATE/COUNTY-  AR/PULASKI
 DK2865  COUNTRY     -  US
 DK2865  USGS QUAD   -  NORTH LITTLE ROCK (2017)
 DK2865
 DK2865                         *CURRENT SURVEY CONTROL
 DK2865  ______________________________________________________________________
 DK2865* NAD 83(1986) POSITION- 34 47 38.     (N) 092 22 24.     (W)   SCALED
 DK2865* NAVD 88 ORTHO HEIGHT -    78.760 (meters)      258.40  (feet) ADJUSTED
 DK2865  ______________________________________________________________________
 DK2865  GEOID HEIGHT    -        -26.849 (meters)                     GEOID18
 DK2865  DYNAMIC HEIGHT  -         78.686 (meters)      258.16  (feet) COMP
 DK2865  MODELED GRAVITY -    979,696.0   (mgal)                       NAVD 88
 DK2865
 DK2865  VERT ORDER      -  FIRST     CLASS II
 DK2865
 DK2865.The horizontal coordinates were scaled from a map and have
 DK2865.an estimated accuracy of +/- 6 seconds.
 DK2865
 DK2865.The orthometric height was determined by differential leveling and
 DK2865.adjusted by the NATIONAL GEODETIC SURVEY
 DK2865.in May 2008.
 DK2865
 DK2865.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK2865.GEOID18 height accuracy estimate available here.
 DK2865
 DK2865.Click photographs - Photos may exist for this station.
 DK2865
 DK2865.The dynamic height is computed by dividing the NAVD 88
 DK2865.geopotential number by the normal gravity value computed on the
 DK2865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2865.degrees latitude (g = 980.6199 gals.).
 DK2865
 DK2865.The modeled gravity was interpolated from observed gravity values.
 DK2865
 DK2865;                    North         East    Units  Estimated Accuracy
 DK2865;SPC AR S     -   636,010.      365,830.      MT  (+/- 180 meters Scaled)
 DK2865
 DK2865_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU573503(NAD 83)
 DK2865
 DK2865                          SUPERSEDED SURVEY CONTROL
 DK2865
 DK2865.No superseded survey control is available for this station.
 DK2865
 DK2865_MARKER: F = FLANGE-ENCASED ROD
 DK2865_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DK2865_STAMPING: K 321 2007
 DK2865_MARK LOGO: NGS
 DK2865_PROJECTION: RECESSED 0 CENTIMETERS
 DK2865_MAGNETIC: I = MARKER IS A STEEL ROD
 DK2865_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK2865_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2865+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2012
 DK2865_ROD/PIPE-DEPTH: 9.6 meters
 DK2865_SLEEVE-DEPTH  : 1.0 meters
 DK2865
 DK2865  HISTORY     - Date     Condition        Report By
 DK2865  HISTORY     - 20070418 MONUMENTED       ARHD
 DK2865  HISTORY     - 20120312 GOOD             ARHD
 DK2865
 DK2865                          STATION DESCRIPTION
 DK2865
 DK2865'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2007
 DK2865'THE STATION IS LOCATED ABOUT 2.0 MILES WEST OF LITTLE ROCK ARKANSAS.
 DK2865'OWNERSHIP--ROAD RIGHT-OF-WAY. ALONG A BIKE PATH GOING SOUTHEAST DOWN
 DK2865'THE ARKANSAS RIVER.
 DK2865'
 DK2865'TO REACH FROM THE INTERSECTION OF INTERSTATE HIGHWAY 430 AND STATE
 DK2865'HIGHWAY 10 WEST OF LITTLE ROCK, GO WEST ON HIGHWAY 10 FOR 0.40 MILES
 DK2865'TO RIVER MOUNTAIN ROAD ON THE RIGHT. TURN RIGHT ON ROAD AND GO 1.8
 DK2865'MILES TO THE STATION ON THE LEFT. ACCESS TO STATION CAN ONLY BE HAD
 DK2865'THROUGH SOUTHERN ENTRANCE AT MURRAY LOCK AND DAM.
 DK2865'
 DK2865'6.40 METERS NORTH OF THE CENTERLINE OF THE BIKE PATH, 1.40 METERS
 DK2865'NORTH OF A GUARDRAIL, AND 0.30 METERS SOUTH OF A WITNESS POST.
 DK2865'
 DK2865'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5 INCH LOGO CAP.
 DK2865
 DK2865                          STATION RECOVERY (2012)
 DK2865
 DK2865'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (JDH)
 DK2865'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO4788 ***********************************************************************
 DO4788  DESIGNATION -  K 326
 DO4788  PID         -  DO4788
 DO4788  STATE/COUNTY-  AR/POPE
 DO4788  COUNTRY     -  US
 DO4788  USGS QUAD   -  RUSSELLVILLE EAST (2017)
 DO4788
 DO4788                         *CURRENT SURVEY CONTROL
 DO4788  ______________________________________________________________________
 DO4788* NAD 83(1986) POSITION- 35 17 47.8    (N) 093 07 11.6    (W)   HD_HELD2
 DO4788* NAVD 88 ORTHO HEIGHT -   126.049 (meters)      413.55  (feet) ADJUSTED
 DO4788  ______________________________________________________________________
 DO4788  GEOID HEIGHT    -        -29.121 (meters)                     GEOID18
 DO4788  DYNAMIC HEIGHT  -        125.930 (meters)      413.16  (feet) COMP
 DO4788  MODELED GRAVITY -    979,686.4   (mgal)                       NAVD 88
 DO4788
 DO4788  VERT ORDER      -  FIRST     CLASS II
 DO4788
 DO4788.The horizontal coordinates were established by autonomous hand held GPS
 DO4788.observations and have an estimated accuracy of +/- 10 meters.
 DO4788
 DO4788.The orthometric height was determined by differential leveling and
 DO4788.adjusted by the NATIONAL GEODETIC SURVEY
 DO4788.in April 2013.
 DO4788
 DO4788.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO4788.GEOID18 height accuracy estimate available here.
 DO4788
 DO4788.Click photographs - Photos may exist for this station.
 DO4788
 DO4788.The dynamic height is computed by dividing the NAVD 88
 DO4788.geopotential number by the normal gravity value computed on the
 DO4788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO4788.degrees latitude (g = 980.6199 gals.).
 DO4788
 DO4788.The modeled gravity was interpolated from observed gravity values.
 DO4788
 DO4788;                    North         East    Units  Estimated Accuracy
 DO4788;SPC AR N     -   107,447.      298,145.      MT  (+/- 10 meters HH2 GPS)
 DO4788
 DO4788_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV8909905943(NAD 83)
 DO4788
 DO4788                          SUPERSEDED SURVEY CONTROL
 DO4788
 DO4788.No superseded survey control is available for this station.
 DO4788
 DO4788_MARKER: DV = VERTICAL CONTROL DISK
 DO4788_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DO4788_SP_SET: BRIDGE ABUTEMENT
 DO4788_STAMPING: K 326 2009
 DO4788_MARK LOGO: ARHD
 DO4788_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO4788_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO4788_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO4788+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2017
 DO4788
 DO4788  HISTORY     - Date     Condition        Report By
 DO4788  HISTORY     - 20090609 MONUMENTED       ARHD
 DO4788  HISTORY     - 20170222 GOOD             ARHD
 DO4788
 DO4788                          STATION DESCRIPTION
 DO4788
 DO4788'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2009 (DS)
 DO4788'THE STATION IS LOCATED ABOUT 0.4 MI (0.6 KM) NORTH OF RUSSELLVILLE.
 DO4788'
 DO4788'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DO4788'
 DO4788'THE STATION IS LOCATED IN THE NORTHWEST CORNER OF THE BRIDGE ON STATE
 DO4788'ROAD 124 WHERE IT CROSSES U.S. INTERSTATE 40 IN RUSSELLVILLE.
 DO4788'
 DO4788'IT IS 14.8 M (48.6 FT) SOUTH OF A COMBINATION POLE WITH 2 GUY LINES,
 DO4788'10.4 M (34.1 FT) NORTHWEST OF A NET WIRE FENCE, 4.5 M (14.8 FT)
 DO4788'NORTHWEST OF THE CENTER OF THE ROAD, 1. M (3.3 FT) SOUTH FROM END OF A
 DO4788'NET WIRE FENCE, 0.30 M (1.0 FT) SOUTHWEST OF A FIBERGLASS WITNESS
 DO4788'POST.
 DO4788
 DO4788                          STATION RECOVERY (2017)
 DO4788
 DO4788'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2017 (JDH)
 DO4788'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO2567 ***********************************************************************
 DO2567  DESIGNATION -  K 330
 DO2567  PID         -  DO2567
 DO2567  STATE/COUNTY-  AR/CRAIGHEAD
 DO2567  COUNTRY     -  US
 DO2567  USGS QUAD   -  JONESBORO (2017)
 DO2567
 DO2567                         *CURRENT SURVEY CONTROL
 DO2567  ______________________________________________________________________
 DO2567* NAD 83(1986) POSITION- 35 48 23.62   (N) 090 40 08.99   (W)   HD_HELD1
 DO2567* NAVD 88 ORTHO HEIGHT -    86.898 (meters)      285.10  (feet) ADJUSTED
 DO2567  ______________________________________________________________________
 DO2567  GEOID HEIGHT    -        -27.817 (meters)                     GEOID18
 DO2567  DYNAMIC HEIGHT  -         86.824 (meters)      284.86  (feet) COMP
 DO2567  MODELED GRAVITY -    979,779.2   (mgal)                       NAVD 88
 DO2567
 DO2567  VERT ORDER      -  FIRST     CLASS II
 DO2567
 DO2567.The horizontal coordinates were determined by differentially corrected
 DO2567.hand held GPS observations or other comparable positioning techniques
 DO2567.and have an estimated accuracy of +/- 3 meters.
 DO2567
 DO2567.The orthometric height was determined by differential leveling and
 DO2567.adjusted by the NATIONAL GEODETIC SURVEY
 DO2567.in February 2013.
 DO2567
 DO2567.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2567.GEOID18 height accuracy estimate available here.
 DO2567
 DO2567.Click photographs - Photos may exist for this station.
 DO2567
 DO2567.The dynamic height is computed by dividing the NAVD 88
 DO2567.geopotential number by the normal gravity value computed on the
 DO2567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2567.degrees latitude (g = 980.6199 gals.).
 DO2567
 DO2567.The modeled gravity was interpolated from observed gravity values.
 DO2567
 DO2567;                    North         East    Units  Estimated Accuracy
 DO2567;SPC AR N     -   164,256.0     520,275.0     MT  (+/- 3 meters HH1 GPS) 
 DO2567
 DO2567_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV1060365000(NAD 83)
 DO2567
 DO2567                          SUPERSEDED SURVEY CONTROL
 DO2567
 DO2567.No superseded survey control is available for this station.
 DO2567
 DO2567_MARKER: DB = BENCH MARK DISK
 DO2567_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DO2567_SP_SET: BRIDGE ABUTMENT
 DO2567_STAMPING: K 330 2011
 DO2567_MARK LOGO: ARHD
 DO2567_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2567_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO2567
 DO2567  HISTORY     - Date     Condition        Report By
 DO2567  HISTORY     - 20110121 MONUMENTED       ASSOEN
 DO2567
 DO2567                          STATION DESCRIPTION
 DO2567
 DO2567'DESCRIBED BY ASSOCIATED ENGINEERING 2011 (MPM)
 DO2567'THE MARK IS LOCATED ABOUT 8.1 MI (13.0 KM) SOUTHWEST OF BROOKLAND, 7.6
 DO2567'MI (12.2 KM) WEST OF NEEDHAM AND 3.1 MI (5.0 KM) SOUTHEAST OF
 DO2567'JONESBORO.
 DO2567'
 DO2567'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DO2567'
 DO2567'TO REACH FROM THE INTERSECTION OF STADIUM BOULEVARD AND COLONY DRIVE
 DO2567'HEAD NORTH ON STADIUM BOULEVARD 0.90 MI (1.4 KM) TO THE MARK ON THE
 DO2567'RIGHT.
 DO2567'
 DO2567'IT IS 39.65 FT (12.1 M) WEST OF THE CENTERLINE OF THE ROAD, 39.05 FT
 DO2567'(11.9 M) NORTH OF A DRAINAGE INLET, 26.6 FT (8.1 M) WEST OF THE
 DO2567'CENTERLINE OF THE ROAD AND SET VERTICALLY IN THE SOUTHEAST FACE OF THE
 DO2567'ABUTMENT AND ABOUT 3 FT (0.9 M) HIGHER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO2592 ***********************************************************************
 DO2592  DESIGNATION -  K 331
 DO2592  PID         -  DO2592
 DO2592  STATE/COUNTY-  AR/CRAIGHEAD
 DO2592  COUNTRY     -  US
 DO2592  USGS QUAD   -  JONESBORO (2017)
 DO2592
 DO2592                         *CURRENT SURVEY CONTROL
 DO2592  ______________________________________________________________________
 DO2592* NAD 83(1986) POSITION- 35 51 57.86   (N) 090 39 29.79   (W)   HD_HELD1
 DO2592* NAVD 88 ORTHO HEIGHT -   110.103 (meters)      361.23  (feet) ADJUSTED
 DO2592  ______________________________________________________________________
 DO2592  GEOID HEIGHT    -        -27.868 (meters)                     GEOID18
 DO2592  DYNAMIC HEIGHT  -        110.009 (meters)      360.92  (feet) COMP
 DO2592  MODELED GRAVITY -    979,782.7   (mgal)                       NAVD 88
 DO2592
 DO2592  VERT ORDER      -  FIRST     CLASS II
 DO2592
 DO2592.The horizontal coordinates were determined by differentially corrected
 DO2592.hand held GPS observations or other comparable positioning techniques
 DO2592.and have an estimated accuracy of +/- 3 meters.
 DO2592
 DO2592.The orthometric height was determined by differential leveling and
 DO2592.adjusted by the NATIONAL GEODETIC SURVEY
 DO2592.in February 2013.
 DO2592
 DO2592.No vertical observational check was made to the station.
 DO2592
 DO2592.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2592.GEOID18 height accuracy estimate available here.
 DO2592
 DO2592.Click photographs - Photos may exist for this station.
 DO2592
 DO2592.The dynamic height is computed by dividing the NAVD 88
 DO2592.geopotential number by the normal gravity value computed on the
 DO2592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2592.degrees latitude (g = 980.6199 gals.).
 DO2592
 DO2592.The modeled gravity was interpolated from observed gravity values.
 DO2592
 DO2592;                    North         East    Units  Estimated Accuracy
 DO2592;SPC AR N     -   170,871.5     521,169.0     MT  (+/- 3 meters HH1 GPS) 
 DO2592
 DO2592_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV1142871626(NAD 83)
 DO2592
 DO2592                          SUPERSEDED SURVEY CONTROL
 DO2592
 DO2592.No superseded survey control is available for this station.
 DO2592
 DO2592_MARKER: F = FLANGE-ENCASED ROD
 DO2592_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DO2592_STAMPING: K 331 2011
 DO2592_MARK LOGO: NONE
 DO2592_PROJECTION: RECESSED 3 CENTIMETERS
 DO2592_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DO2592_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO2592_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2592+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2010
 DO2592_ROD/PIPE-DEPTH: 9.7 meters
 DO2592_SLEEVE-DEPTH  : 1 meters
 DO2592
 DO2592  HISTORY     - Date     Condition        Report By
 DO2592  HISTORY     - 20101123 MONUMENTED       ASSOEN
 DO2592
 DO2592                          STATION DESCRIPTION
 DO2592
 DO2592'DESCRIBED BY ASSOCIATED ENGINEERING 2010 (MPM)
 DO2592'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) WEST-NORTHWEST OF NEEDHAM,
 DO2592'4.9 MI (7.9 KM) WEST-SOUTHWEST OF BROOKLAND AND 3.1 MI (5.0 KM)
 DO2592'EAST-NORTHEAST OF JONESBORO.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DO2592'
 DO2592'TO REACH FROM THE INTERSECTION OF ARKANSAS HIGHWAY 49 AND ARKANSAS
 DO2592'HIGHWAY 351 HEAD NORTHERLY ON ARKANSAS HIGHWAY 351 0.6 MI (1.0 KM) TO
 DO2592'THE MARK ON THE RIGHT.
 DO2592'
 DO2592'IT IS 161.35 FT (49.2 M) SOUTHWEST OF THE NORTHWEST CORNER OF CHURCH
 DO2592'BUILDING, 92.65 FT (28.2 M) NORTH OF A POWER LINE POLE, 36.3 FT (11.1
 DO2592'M) EAST OF THE CENTERLINE OF ARKANSAS HIGHWAY 351, 24.4 FT (7.4 M)
 DO2592'WEST OF A FIBERGLASS WITNESS POST AND 20.10 FT (6.1 M) SOUTH OF THE
 DO2592'CENTERLINE OF GREENSBORO CHURCH OF CHRIST SIGN.
 DO2592'
 DO2592'NOTE-ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH (13 CM) LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO2620 ***********************************************************************
 DO2620  DESIGNATION -  K 332
 DO2620  PID         -  DO2620
 DO2620  STATE/COUNTY-  AR/CRAIGHEAD
 DO2620  COUNTRY     -  US
 DO2620  USGS QUAD   -  JONESBORO (2017)
 DO2620
 DO2620                         *CURRENT SURVEY CONTROL
 DO2620  ______________________________________________________________________
 DO2620* NAD 83(1986) POSITION- 35 49 15.82   (N) 090 38 29.47   (W)   HD_HELD1
 DO2620* NAVD 88 ORTHO HEIGHT -    75.329 (meters)      247.14  (feet) ADJUSTED
 DO2620  ______________________________________________________________________
 DO2620  GEOID HEIGHT    -        -27.849 (meters)                     GEOID18
 DO2620  DYNAMIC HEIGHT  -         75.265 (meters)      246.93  (feet) COMP
 DO2620  MODELED GRAVITY -    979,780.9   (mgal)                       NAVD 88
 DO2620
 DO2620  VERT ORDER      -  FIRST     CLASS II
 DO2620
 DO2620.The horizontal coordinates were determined by differentially corrected
 DO2620.hand held GPS observations or other comparable positioning techniques
 DO2620.and have an estimated accuracy of +/- 3 meters.
 DO2620
 DO2620.The orthometric height was determined by differential leveling and
 DO2620.adjusted by the NATIONAL GEODETIC SURVEY
 DO2620.in February 2013.
 DO2620
 DO2620.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2620.GEOID18 height accuracy estimate available here.
 DO2620
 DO2620.Click photographs - Photos may exist for this station.
 DO2620
 DO2620.The dynamic height is computed by dividing the NAVD 88
 DO2620.geopotential number by the normal gravity value computed on the
 DO2620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2620.degrees latitude (g = 980.6199 gals.).
 DO2620
 DO2620.The modeled gravity was interpolated from observed gravity values.
 DO2620
 DO2620;                    North         East    Units  Estimated Accuracy
 DO2620;SPC AR N     -   165,898.7     522,751.0     MT  (+/- 3 meters HH1 GPS) 
 DO2620
 DO2620_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV1306266669(NAD 83)
 DO2620
 DO2620                          SUPERSEDED SURVEY CONTROL
 DO2620
 DO2620.No superseded survey control is available for this station.
 DO2620
 DO2620_MARKER: DB = BENCH MARK DISK
 DO2620_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DO2620_SP_SET: HEADWALL
 DO2620_STAMPING: K 332 2011
 DO2620_MARK LOGO: NONE
 DO2620_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO2620+STABILITY: SURFACE MOTION
 DO2620_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2620+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2010
 DO2620
 DO2620  HISTORY     - Date     Condition        Report By
 DO2620  HISTORY     - 20101129 MONUMENTED       ASSOEN
 DO2620
 DO2620                          STATION DESCRIPTION
 DO2620
 DO2620'DESCRIBED BY ASSOCIATED ENGINEERING 2010 (MPM)
 DO2620'THE MARK IS LOCATED ABOUT 6.4 MI (10.3 KM) SOUTH-SOUTHWEST OF
 DO2620'BROOKLAND, 6.0 MI (9.7 KM) WEST OF NEEDHAM AND 3.8 MI (6.1 KM)
 DO2620'EAST-SOUTHEAST OF JONESBORO.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DO2620'
 DO2620'TO REACH FROM THE INTERSECTION OF EAST NETTLETON AVENUE AND EAST
 DO2620'HIGHLAND DRIVE GO EAST ON EAST HIGHLAND DRIVE 0.60 MI (1.0 KM) TO THE
 DO2620'MARK ON THE LEFT.
 DO2620'
 DO2620'IT IS 96.23 FT (29.3 M) WEST OF THE CENTERLINE OF KATHLEEN STREET,
 DO2620'42.25 FT (12.9 M) NORTH OF THE CENTERLINE OF EAST HIGHLAND DRIVE,
 DO2620'26.44 FT (8.1 M) SOUTHEAST OF A POWER LINE POLE AND 0.54 FT (16 CM)
 DO2620'EAST OF A FIBERGLASS WITNESS POST.
 DO2620'
 DO2620'NOTE-THERE IS NO LOGO ON THE DISK.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO7795 ***********************************************************************
 DO7795  DESIGNATION -  K 333
 DO7795  PID         -  DO7795
 DO7795  STATE/COUNTY-  AR/BOONE
 DO7795  COUNTRY     -  US
 DO7795  USGS QUAD   -  HARRISON (2017)
 DO7795
 DO7795                         *CURRENT SURVEY CONTROL
 DO7795  ______________________________________________________________________
 DO7795* NAD 83(1986) POSITION- 36 09 36.35   (N) 093 02 30.06   (W)   HD_HELD1
 DO7795* NAVD 88 ORTHO HEIGHT -   366.195 (meters)     1201.42  (feet) ADJUSTED
 DO7795  ______________________________________________________________________
 DO7795  GEOID HEIGHT    -        -28.265 (meters)                     GEOID18
 DO7795  DYNAMIC HEIGHT  -        365.866 (meters)     1200.35  (feet) COMP
 DO7795  MODELED GRAVITY -    979,722.2   (mgal)                       NAVD 88
 DO7795
 DO7795  VERT ORDER      -  SECOND    CLASS I
 DO7795
 DO7795.The horizontal coordinates were determined by differentially corrected
 DO7795.hand held GPS observations or other comparable positioning techniques
 DO7795.and have an estimated accuracy of +/- 3 meters.
 DO7795
 DO7795.The orthometric height was determined by differential leveling and
 DO7795.adjusted by the NATIONAL GEODETIC SURVEY
 DO7795.in February 2014.
 DO7795
 DO7795.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7795.GEOID18 height accuracy estimate available here.
 DO7795
 DO7795.Click photographs - Photos may exist for this station.
 DO7795
 DO7795.The dynamic height is computed by dividing the NAVD 88
 DO7795.geopotential number by the normal gravity value computed on the
 DO7795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7795.degrees latitude (g = 980.6199 gals.).
 DO7795
 DO7795.The modeled gravity was interpolated from observed gravity values.
 DO7795
 DO7795;                    North         East    Units  Estimated Accuracy
 DO7795;SPC AR N     -   203,165.4     306,271.2     MT  (+/- 3 meters HH1 GPS) 
 DO7795
 DO7795_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA9625001706(NAD 83)
 DO7795
 DO7795                          SUPERSEDED SURVEY CONTROL
 DO7795
 DO7795.No superseded survey control is available for this station.
 DO7795
 DO7795_MARKER: DB = BENCH MARK DISK
 DO7795_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DO7795_SP_SET: HEADWALL
 DO7795_STAMPING: K 333 2011
 DO7795_MARK LOGO: ARHD
 DO7795_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO7795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO7795+STABILITY: SURFACE MOTION
 DO7795_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO7795+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2011
 DO7795
 DO7795  HISTORY     - Date     Condition        Report By
 DO7795  HISTORY     - 20111121 MONUMENTED       ARHD
 DO7795
 DO7795                          STATION DESCRIPTION
 DO7795
 DO7795'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (JDH)
 DO7795'THE STATION IS LOCATED ABOUT 7.1 MI (11.4 KM) EAST OF GAITHER, 6.4 MI
 DO7795'(10.3 KM) NORTHWEST OF WESTERN GROVE AND 6.0 MI (9.7 KM) SOUTHEAST OF
 DO7795'HARRISON.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DO7795'
 DO7795'TO REACH FROM THE INTERSECTION OF HIGHWAY 7 AND HIGHWAY 206, GO EAST
 DO7795'ON HIGHWAY 206 FOR 4.6 MI (7.4 KM) THEN GO STRAIGHT OFF THE CURVE ONTO
 DO7795'POLLOCK ROAD FOR 0.8 MI (1.3 KM) TO THE MARK ON THE RIGHT, IN CENTER
 DO7795'OF SOUTH HEADWALL.
 DO7795'
 DO7795'IT IS 16.7 M (54.8 FT) SOUTHWEST OF A POWER POLE, 14.4 M (47.2 FT)
 DO7795'SOUTHEAST OF A FENCE CORNER, 11.6 M (38.1 FT) NORTHEAST OF A TELEPHONE
 DO7795'BOX AND 3.4 M (11.2 FT) SOUTH OF THE CENTERLINE OF HIGHWAY 206.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO7945 ***********************************************************************
 DO7945  DESIGNATION -  K 335
 DO7945  PID         -  DO7945
 DO7945  STATE/COUNTY-  AR/GREENE
 DO7945  COUNTRY     -  US
 DO7945  USGS QUAD   -  WALCOTT (2017)
 DO7945
 DO7945                         *CURRENT SURVEY CONTROL
 DO7945  ______________________________________________________________________
 DO7945* NAD 83(1986) POSITION- 36 04 10.     (N) 090 44 34.     (W)   SCALED
 DO7945* NAVD 88 ORTHO HEIGHT -    82.360 (meters)      270.21  (feet) ADJUSTED
 DO7945  ______________________________________________________________________
 DO7945  GEOID HEIGHT    -        -28.097 (meters)                     GEOID18
 DO7945  DYNAMIC HEIGHT  -         82.292 (meters)      269.99  (feet) COMP
 DO7945  MODELED GRAVITY -    979,806.4   (mgal)                       NAVD 88
 DO7945
 DO7945  VERT ORDER      -  FIRST     CLASS II
 DO7945
 DO7945.The horizontal coordinates were scaled from a map and have
 DO7945.an estimated accuracy of +/- 6 seconds.
 DO7945
 DO7945.The orthometric height was determined by differential leveling and
 DO7945.adjusted by the NATIONAL GEODETIC SURVEY
 DO7945.in March 2014.
 DO7945
 DO7945.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7945.GEOID18 height accuracy estimate available here.
 DO7945
 DO7945.Click photographs - Photos may exist for this station.
 DO7945
 DO7945.The dynamic height is computed by dividing the NAVD 88
 DO7945.geopotential number by the normal gravity value computed on the
 DO7945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7945.degrees latitude (g = 980.6199 gals.).
 DO7945
 DO7945.The modeled gravity was interpolated from observed gravity values.
 DO7945
 DO7945;                    North         East    Units  Estimated Accuracy
 DO7945;SPC AR N     -   193,330.      513,250.      MT  (+/- 180 meters Scaled)
 DO7945
 DO7945_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV032940(NAD 83)
 DO7945
 DO7945                          SUPERSEDED SURVEY CONTROL
 DO7945
 DO7945.No superseded survey control is available for this station.
 DO7945
 DO7945_MARKER: DB = BENCH MARK DISK
 DO7945_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DO7945_SP_SET: BRIDGE ABUTMENT
 DO7945_STAMPING: K 335 2012
 DO7945_MARK LOGO: ARHD
 DO7945_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO7945_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7945
 DO7945  HISTORY     - Date     Condition        Report By
 DO7945  HISTORY     - 20121008 MONUMENTED       ASSOEN
 DO7945
 DO7945                          STATION DESCRIPTION
 DO7945
 DO7945'DESCRIBED BY ASSOCIATED ENGINEERING 2012 (MPM)
 DO7945'THE MARK IS LOCATED ABOUT 12.8 KM (8.0 MI) SOUTH-SOUTHEAST OF O'KEAN,
 DO7945'9.2 KM (5.7 MI) NORTH-NORTHWEST OF LORADO AND 7.1 KM (4.4 MI)
 DO7945'WEST-NORTHWEST OF WALCOTT.
 DO7945'
 DO7945'TO REACH FROM THE INTERSECTION OF HIGHWAY 412 AND HIGHWAY 168 GO WEST
 DO7945'ON HIGHWAY 412 FOR 5.80 MI (9.3 KM) TO THE MARK ON THE LEFT.
 DO7945'
 DO7945'IT IS 65.7 FT (20.0 M) EAST OF THE SOUTHWEST CORNER OF A BRIDGE, 32.0
 DO7945'FT (9.8 M) SOUTH OF THE NORTHEAST CORNER OF A BRIDGE, 31.7 FT (9.7 M)
 DO7945'SOUTH OF A LOG MILE SIGN AND 15.5 FT (4.7 M) SOUTH OF THE CENTERLINE
 DO7945'OF HIGHWAY 412.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO8370 ***********************************************************************
 DO8370  DESIGNATION -  K 337
 DO8370  PID         -  DO8370
 DO8370  STATE/COUNTY-  AR/HEMPSTEAD
 DO8370  COUNTRY     -  US
 DO8370  USGS QUAD   -  SHEPPARD (2017)
 DO8370
 DO8370                         *CURRENT SURVEY CONTROL
 DO8370  ______________________________________________________________________
 DO8370* NAD 83(1986) POSITION- 33 39 04.3    (N) 093 39 20.6    (W)   HD_HELD2
 DO8370* NAVD 88 ORTHO HEIGHT -    84.619 (meters)      277.62  (feet) ADJUSTED
 DO8370  ______________________________________________________________________
 DO8370  GEOID HEIGHT    -        -27.000 (meters)                     GEOID18
 DO8370  DYNAMIC HEIGHT  -         84.530 (meters)      277.33  (feet) COMP
 DO8370  MODELED GRAVITY -    979,582.2   (mgal)                       NAVD 88
 DO8370
 DO8370  VERT ORDER      -  SECOND    CLASS I
 DO8370
 DO8370.The horizontal coordinates were established by autonomous hand held GPS
 DO8370.observations and have an estimated accuracy of +/- 10 meters.
 DO8370
 DO8370.The orthometric height was determined by differential leveling and
 DO8370.adjusted by the NATIONAL GEODETIC SURVEY
 DO8370.in February 2014.
 DO8370
 DO8370.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8370.GEOID18 height accuracy estimate available here.
 DO8370
 DO8370.Click photographs - Photos may exist for this station.
 DO8370
 DO8370.The dynamic height is computed by dividing the NAVD 88
 DO8370.geopotential number by the normal gravity value computed on the
 DO8370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8370.degrees latitude (g = 980.6199 gals.).
 DO8370
 DO8370.The modeled gravity was interpolated from observed gravity values.
 DO8370
 DO8370;                    North         East    Units  Estimated Accuracy
 DO8370;SPC AR S     -   510,438.      246,430.      MT  (+/- 10 meters HH2 GPS)
 DO8370
 DO8370_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT3919823675(NAD 83)
 DO8370
 DO8370                          SUPERSEDED SURVEY CONTROL
 DO8370
 DO8370.No superseded survey control is available for this station.
 DO8370
 DO8370_MARKER: DB = BENCH MARK DISK
 DO8370_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DO8370_SP_SET: BRIDGE ABUTMENT
 DO8370_STAMPING: K 337 2013
 DO8370_MARK LOGO: ARHD
 DO8370_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO8370_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8370
 DO8370  HISTORY     - Date     Condition        Report By
 DO8370  HISTORY     - 20130326 MONUMENTED       ARHD
 DO8370
 DO8370                          STATION DESCRIPTION
 DO8370
 DO8370'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (JDH)
 DO8370'THE STATION IS LOCATED ABOUT 7.1 KM (4.4 MI) NORTH OF SPRING HILL, 6.7
 DO8370'KM (4.2 MI) EAST-NORTHEAST OF SHEPPARD AND 6.2 KM (3.9 MI)
 DO8370'WEST-SOUTHWEST OF HOPE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DO8370'
 DO8370'TO REACH FROM THE INTERSECTION OF TO REACH FROM THE INTERSECTION OF
 DO8370'HIGHWAY 355 AND HIGHWAY 67, GO NORTH ALONG HIGHWAY 67 FOR 9.6 MI (15.4
 DO8370'KM) TO THE STATION ON THE LEFT, IN THE NORTHWEST CORNER OF A BRIDGE
 DO8370'ABUTMENT.
 DO8370'
 DO8370'IT IS 28.5 M (93.5 FT) NORTH OF A FIBER OPTIC CABLE MARKER, 22.4 M
 DO8370'(73.5 FT) EAST OF THE WEST END OF A GUARD RAIL AND 5.1 M (16.7 FT)
 DO8370'NORTH OF THE CENTERLINE OF HIGHWAY 67.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DP5062 ***********************************************************************
 DP5062  DESIGNATION -  K 338
 DP5062  PID         -  DP5062
 DP5062  STATE/COUNTY-  AR/PULASKI
 DP5062  COUNTRY     -  US
 DP5062  USGS QUAD   -  ALEXANDER (2017)
 DP5062
 DP5062                         *CURRENT SURVEY CONTROL
 DP5062  ______________________________________________________________________
 DP5062* NAD 83(1986) POSITION- 34 39 21.9    (N) 092 24 36.9    (W)   HD_HELD2
 DP5062* NAVD 88 ORTHO HEIGHT -   102.580 (meters)      336.55  (feet) ADJUSTED
 DP5062  ______________________________________________________________________
 DP5062  GEOID HEIGHT    -        -26.467 (meters)                     GEOID18
 DP5062  DYNAMIC HEIGHT  -        102.485 (meters)      336.24  (feet) COMP
 DP5062  MODELED GRAVITY -    979,708.6   (mgal)                       NAVD 88
 DP5062
 DP5062  VERT ORDER      -  SECOND    CLASS I
 DP5062
 DP5062.The horizontal coordinates were established by autonomous hand held GPS
 DP5062.observations and have an estimated accuracy of +/- 10 meters.
 DP5062
 DP5062.The orthometric height was determined by differential leveling and
 DP5062.adjusted by the NATIONAL GEODETIC SURVEY
 DP5062.in December 2014.
 DP5062
 DP5062.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5062.GEOID18 height accuracy estimate available here.
 DP5062
 DP5062.Click photographs - Photos may exist for this station.
 DP5062
 DP5062.The dynamic height is computed by dividing the NAVD 88
 DP5062.geopotential number by the normal gravity value computed on the
 DP5062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5062.degrees latitude (g = 980.6199 gals.).
 DP5062
 DP5062.The modeled gravity was interpolated from observed gravity values.
 DP5062
 DP5062;                    North         East    Units  Estimated Accuracy
 DP5062;SPC AR S     -   620,732.      362,394.      MT  (+/- 10 meters HH2 GPS)
 DP5062
 DP5062_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5404035063(NAD 83)
 DP5062
 DP5062                          SUPERSEDED SURVEY CONTROL
 DP5062
 DP5062.No superseded survey control is available for this station.
 DP5062
 DP5062_MARKER: DB = BENCH MARK DISK
 DP5062_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DP5062_SP_SET: BRIDGE PARAPET WALL
 DP5062_STAMPING: K 338 2013
 DP5062_MARK LOGO: ARHD
 DP5062_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5062_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP5062_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP5062+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2013
 DP5062
 DP5062  HISTORY     - Date     Condition        Report By
 DP5062  HISTORY     - 20130918 MONUMENTED       ARHD
 DP5062
 DP5062                          STATION DESCRIPTION
 DP5062
 DP5062'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (JDH)
 DP5062'THE STATION IS LOCATED ABOUT 9.3 MI (15.0 KM) SOUTHWEST OF LITTLE
 DP5062'ROCK, 6.1 MI (9.8 KM) NORTHEAST OF BRYANT AND 2.5 MI (4.0 KM)
 DP5062'NORTHEAST OF ALEXANDER.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DP5062'
 DP5062'TO REACH FROM THE INTERSECTION OF BASELINE ROAD AND NORTH FRONTAGE
 DP5062'ROAD PARALLELING I-30, GO WEST ON NORTH FRONTAGE ROAD FOR 2.1 MI (3.4
 DP5062'KM) TO THE STATION ON THE RIGHT ON TOP OF THE OVERPASS BRIDGE IN THE
 DP5062'NORTHEAST CORNER OF THE IN THE PARAPET WALL.
 DP5062'
 DP5062'IT IS 4 FT (1.2 M) ABOVE THE BRIDGE DECK ON MABELVALE WEST ROAD, 33 FT
 DP5062'(10.1 M) SOUTH OF THE CENTERLINE OF OTTER CREEK ROAD AND 24 FT (7.3 M)
 DP5062'NORTH OF A CATCH BASIN.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DP5086 ***********************************************************************
 DP5086  DESIGNATION -  K 340
 DP5086  PID         -  DP5086
 DP5086  STATE/COUNTY-  AR/SALINE
 DP5086  COUNTRY     -  US
 DP5086  USGS QUAD   -  HASKELL (2017)
 DP5086
 DP5086                         *CURRENT SURVEY CONTROL
 DP5086  ______________________________________________________________________
 DP5086* NAD 83(1986) POSITION- 34 32 16.6    (N) 092 44 26.6    (W)   HD_HELD2
 DP5086* NAVD 88 ORTHO HEIGHT -   106.299 (meters)      348.75  (feet) ADJUSTED
 DP5086  ______________________________________________________________________
 DP5086  GEOID HEIGHT    -        -26.589 (meters)                     GEOID18
 DP5086  DYNAMIC HEIGHT  -        106.198 (meters)      348.42  (feet) COMP
 DP5086  MODELED GRAVITY -    979,688.9   (mgal)                       NAVD 88
 DP5086
 DP5086  VERT ORDER      -  SECOND    CLASS I
 DP5086
 DP5086.The horizontal coordinates were established by autonomous hand held GPS
 DP5086.observations and have an estimated accuracy of +/- 10 meters.
 DP5086
 DP5086.The orthometric height was determined by differential leveling and
 DP5086.adjusted by the NATIONAL GEODETIC SURVEY
 DP5086.in December 2014.
 DP5086
 DP5086.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5086.GEOID18 height accuracy estimate available here.
 DP5086
 DP5086.Click photographs - Photos may exist for this station.
 DP5086
 DP5086.The dynamic height is computed by dividing the NAVD 88
 DP5086.geopotential number by the normal gravity value computed on the
 DP5086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5086.degrees latitude (g = 980.6199 gals.).
 DP5086
 DP5086.The modeled gravity was interpolated from observed gravity values.
 DP5086
 DP5086;                    North         East    Units  Estimated Accuracy
 DP5086;SPC AR S     -   607,797.      332,006.      MT  (+/- 10 meters HH2 GPS)
 DP5086
 DP5086_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU2379121835(NAD 83)
 DP5086
 DP5086                          SUPERSEDED SURVEY CONTROL
 DP5086
 DP5086.No superseded survey control is available for this station.
 DP5086
 DP5086_MARKER: DB = BENCH MARK DISK
 DP5086_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP5086_SP_SET: BRIDGE ABUTMENT
 DP5086_STAMPING: K 340 2014
 DP5086_MARK LOGO: ARHD
 DP5086_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5086_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP5086_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP5086+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2014
 DP5086
 DP5086  HISTORY     - Date     Condition        Report By
 DP5086  HISTORY     - 20140618 MONUMENTED       ARHD
 DP5086
 DP5086                          STATION DESCRIPTION
 DP5086
 DP5086'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (JDH)
 DP5086'THE STATION IS LOCATED ABOUT 7.9 MI (12.7 KM) NORTHWEST OF TRASKWOOD,
 DP5086'6.5 MI (10.5 KM) WEST-NORTHWEST OF HASKELL AND 3.9 MI (6.3 KM) EAST OF
 DP5086'LONSDALE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DP5086'
 DP5086'TO REACH FROM THE INTERSECTION OF I-30 AND HIGHWAY 70, GO WEST ON
 DP5086'HIGHWAY 70 FOR 3.95 MI (6.4 KM) TO THE STATION ON THE LEFT IN THE
 DP5086'SOUTHEAST CORNER OF A BRIDGE ABUTMENT.
 DP5086'
 DP5086'IT IS 20 FT (6.1 M) SOUTH OF HIGHWAY 70 CENTERLINE AND 2 FT (0.6 M)
 DP5086'SOUTH OF GUARD RAIL.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DP6902 ***********************************************************************
 DP6902  DESIGNATION -  K 341
 DP6902  PID         -  DP6902
 DP6902  STATE/COUNTY-  AR/WHITE
 DP6902  COUNTRY     -  US
 DP6902  USGS QUAD   -  VELVET RIDGE (2017)
 DP6902
 DP6902                         *CURRENT SURVEY CONTROL
 DP6902  ______________________________________________________________________
 DP6902* NAD 83(1986) POSITION- 35 23 48.0    (N) 091 33 37.9    (W)   HD_HELD2
 DP6902* NAVD 88 ORTHO HEIGHT -   177.854 (meters)      583.51  (feet) ADJUSTED
 DP6902  ______________________________________________________________________
 DP6902  GEOID HEIGHT    -        -27.247 (meters)                     GEOID18
 DP6902  DYNAMIC HEIGHT  -        177.694 (meters)      582.98  (feet) COMP
 DP6902  MODELED GRAVITY -    979,728.2   (mgal)                       NAVD 88
 DP6902
 DP6902  VERT ORDER      -  SECOND    CLASS I
 DP6902
 DP6902.The horizontal coordinates were established by autonomous hand held GPS
 DP6902.observations and have an estimated accuracy of +/- 10 meters.
 DP6902
 DP6902.The orthometric height was determined by differential leveling and
 DP6902.adjusted by the NATIONAL GEODETIC SURVEY
 DP6902.in October 2015.
 DP6902
 DP6902.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6902.GEOID18 height accuracy estimate available here.
 DP6902
 DP6902.Click photographs - Photos may exist for this station.
 DP6902
 DP6902.The dynamic height is computed by dividing the NAVD 88
 DP6902.geopotential number by the normal gravity value computed on the
 DP6902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6902.degrees latitude (g = 980.6199 gals.).
 DP6902
 DP6902.The modeled gravity was interpolated from observed gravity values.
 DP6902
 DP6902;                    North         East    Units  Estimated Accuracy
 DP6902;SPC AR N     -   118,057.      439,922.      MT  (+/- 10 meters HH2 GPS)
 DP6902
 DP6902_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV3072117984(NAD 83)
 DP6902
 DP6902                          SUPERSEDED SURVEY CONTROL
 DP6902
 DP6902.No superseded survey control is available for this station.
 DP6902
 DP6902_MARKER: DB = BENCH MARK DISK
 DP6902_SETTING: 66 = SET IN ROCK OUTCROP
 DP6902_STAMPING: K 341 2014
 DP6902_MARK LOGO: ARHD
 DP6902_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DP6902_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DP6902+STABILITY: POSITION/ELEVATION WELL
 DP6902_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP6902+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2014
 DP6902
 DP6902  HISTORY     - Date     Condition        Report By
 DP6902  HISTORY     - 20140910 MONUMENTED       ARHD
 DP6902
 DP6902                          STATION DESCRIPTION
 DP6902
 DP6902'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (JDH)
 DP6902'THE STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) WEST-SOUTHWEST OF
 DP6902'BRADFORD, 6.0 MI (9.7 KM) NORTH OF BALD KNOB AND 1.4 MI (2.3 KM)
 DP6902'SOUTHEAST OF VELVET RIDGE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DP6902'
 DP6902'TO REACH FROM THE INTERSECTION OF US I-67 AND US HIGHWAY 167, GO NORTH
 DP6902'ON HIGHWAY 167 FOR 5.45 MI (8.8 KM) TO THE STATION ON THE LEFT.
 DP6902'
 DP6902'IT IS 61 FT (18.6 M) WEST OF HIGHWAY 167 CENTERLINE, 54 FT (16.5 M)
 DP6902'NORTH OF THE CENTER OF A BOX CULVERT AND 24 FT (7.3 M) EAST OF A
 DP6902'WITNESS POST AND A FENCE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ4465 ***********************************************************************
 DQ4465  DESIGNATION -  K 343
 DQ4465  PID         -  DQ4465
 DQ4465  STATE/COUNTY-  AR/JEFFERSON
 DQ4465  COUNTRY     -  US
 DQ4465  USGS QUAD   -  LADD (2017)
 DQ4465
 DQ4465                         *CURRENT SURVEY CONTROL
 DQ4465  ______________________________________________________________________
 DQ4465* NAD 83(1986) POSITION- 34 13 26.5    (N) 091 56 03.5    (W)   HD_HELD2
 DQ4465* NAVD 88 ORTHO HEIGHT -    72.755 (meters)      238.70  (feet) ADJUSTED
 DQ4465  ______________________________________________________________________
 DQ4465  GEOID HEIGHT    -        -25.996 (meters)                     GEOID18
 DQ4465  DYNAMIC HEIGHT  -         72.684 (meters)      238.46  (feet) COMP
 DQ4465  MODELED GRAVITY -    979,665.3   (mgal)                       NAVD 88
 DQ4465
 DQ4465  VERT ORDER      -  FIRST     CLASS II
 DQ4465
 DQ4465.The horizontal coordinates were established by autonomous hand held GPS
 DQ4465.observations and have an estimated accuracy of +/- 10 meters.
 DQ4465
 DQ4465.The orthometric height was determined by differential leveling and
 DQ4465.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4465.in February 2017.
 DQ4465
 DQ4465.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4465.GEOID18 height accuracy estimate available here.
 DQ4465
 DQ4465.Click photographs - Photos may exist for this station.
 DQ4465
 DQ4465.The dynamic height is computed by dividing the NAVD 88
 DQ4465.geopotential number by the normal gravity value computed on the
 DQ4465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4465.degrees latitude (g = 980.6199 gals.).
 DQ4465
 DQ4465.The modeled gravity was interpolated from observed gravity values.
 DQ4465
 DQ4465;                    North         East    Units  Estimated Accuracy
 DQ4465;SPC AR S     -   572,733.      406,053.      MT  (+/- 10 meters HH2 GPS)
 DQ4465
 DQ4465_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT9815787509(NAD 83)
 DQ4465
 DQ4465                          SUPERSEDED SURVEY CONTROL
 DQ4465
 DQ4465.No superseded survey control is available for this station.
 DQ4465
 DQ4465_MARKER: DB = BENCH MARK DISK
 DQ4465_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DQ4465_SP_SET: BRIDGE PARAPET WALL
 DQ4465_STAMPING: K 343 2015
 DQ4465_MARK LOGO: ARHD
 DQ4465_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ4465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4465_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ4465+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2015
 DQ4465
 DQ4465  HISTORY     - Date     Condition        Report By
 DQ4465  HISTORY     - 20150623 MONUMENTED       ARHD
 DQ4465
 DQ4465                          STATION DESCRIPTION
 DQ4465
 DQ4465'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 DQ4465'THE STATION IS LOCATED ABOUT 5.9 MI (9.5 KM) NORTH-NORTHWEST OF LADD,
 DQ4465'4.5 MI (7.2 KM) SOUTH-SOUTHWEST OF ROB ROY AND 3.9 MI (6.3 KM) EAST OF
 DQ4465'PINE BLUFF.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ4465'
 DQ4465'TO REACH FROM THE INTERSECTION OF US HIGHWAY 79/63 AND US HIGHWAY 65
 DQ4465'B, GO NORTH ON HIGHWAY 79/63 FOR 2.3 MI (3.7 KM) TO THE STATION ON THE
 DQ4465'RIGHT.
 DQ4465'
 DQ4465'IT IS 20 FT (6.1 M) EAST OF HIGHWAY 79 CENTERLINE, 5 FT (1.5 M)
 DQ4465'SOUTHWEST OF A FENCE CORNER AND 1 FT (0.3 M) EAST OF A GUARD RAIL.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ3510 ***********************************************************************
 DQ3510  DESIGNATION -  K 344
 DQ3510  PID         -  DQ3510
 DQ3510  STATE/COUNTY-  AR/VAN BUREN
 DQ3510  COUNTRY     -  US
 DQ3510  USGS QUAD   -  CLINTON (2017)
 DQ3510
 DQ3510                         *CURRENT SURVEY CONTROL
 DQ3510  ______________________________________________________________________
 DQ3510* NAD 83(1986) POSITION- 35 32 27.7    (N) 092 26 44.6    (W)   HD_HELD2
 DQ3510* NAVD 88 ORTHO HEIGHT -   199.921 (meters)      655.91  (feet) ADJUSTED
 DQ3510  ______________________________________________________________________
 DQ3510  GEOID HEIGHT    -        -27.957 (meters)                     GEOID18
 DQ3510  DYNAMIC HEIGHT  -        199.739 (meters)      655.31  (feet) COMP
 DQ3510  MODELED GRAVITY -    979,716.0   (mgal)                       NAVD 88
 DQ3510
 DQ3510  VERT ORDER      -  SECOND    CLASS I
 DQ3510
 DQ3510.The horizontal coordinates were established by autonomous hand held GPS
 DQ3510.observations and have an estimated accuracy of +/- 10 meters.
 DQ3510
 DQ3510.The orthometric height was determined by differential leveling and
 DQ3510.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3510.in January 2017.
 DQ3510
 DQ3510.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3510.GEOID18 height accuracy estimate available here.
 DQ3510
 DQ3510.Click photographs - Photos may exist for this station.
 DQ3510
 DQ3510.The dynamic height is computed by dividing the NAVD 88
 DQ3510.geopotential number by the normal gravity value computed on the
 DQ3510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3510.degrees latitude (g = 980.6199 gals.).
 DQ3510
 DQ3510.The modeled gravity was interpolated from observed gravity values.
 DQ3510
 DQ3510;                    North         East    Units  Estimated Accuracy
 DQ3510;SPC AR N     -   134,075.      359,583.      MT  (+/- 10 meters HH2 GPS)
 DQ3510
 DQ3510_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV5024333184(NAD 83)
 DQ3510
 DQ3510                          SUPERSEDED SURVEY CONTROL
 DQ3510
 DQ3510.No superseded survey control is available for this station.
 DQ3510
 DQ3510_MARKER: DB = BENCH MARK DISK
 DQ3510_SETTING: 66 = SET IN ROCK OUTCROP
 DQ3510_STAMPING: K 344 2015
 DQ3510_MARK LOGO: ARHD
 DQ3510_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3510_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DQ3510+STABILITY: POSITION/ELEVATION WELL
 DQ3510
 DQ3510  HISTORY     - Date     Condition        Report By
 DQ3510  HISTORY     - 20150909 MONUMENTED       ARHD
 DQ3510
 DQ3510                          STATION DESCRIPTION
 DQ3510
 DQ3510'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 DQ3510'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) NORTH-NORTHWEST OF BEE
 DQ3510'BRANCH, 6.5 MI (10.5 KM) NORTHEAST OF FORMOSA AND 3.6 MI (5.8 KM)
 DQ3510'SOUTH-SOUTHEAST OF CLINTON.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ3510'
 DQ3510'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 9,
 DQ3510'GO NORTH ON HIGHWAY 65 FOR 1 MI (1.6 KM) TO THE STATION ON THE LEFT,
 DQ3510'IN A 1X1' ROCK OUTCROP.
 DQ3510'
 DQ3510'IT IS 101 FT (30.8 M) WEST OF HIGHWAY 65 CENTERLINE, 25 FT (7.6 M)
 DQ3510'SOUTHEAST OF A SEWER MAN HOLE, 25 FT (7.6 M) NORTH OF KIP LANE, 3 FT
 DQ3510'(0.9 M) SOUTHWEST OF A WATER VALVE AND 2 FT (0.6 M) SOUTH OF A FIRE
 DQ3510'HYDRANT.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ3542 ***********************************************************************
 DQ3542  DESIGNATION -  K 345
 DQ3542  PID         -  DQ3542
 DQ3542  STATE/COUNTY-  AR/VAN BUREN
 DQ3542  COUNTRY     -  US
 DQ3542  USGS QUAD   -  LESLIE (2017)
 DQ3542
 DQ3542                         *CURRENT SURVEY CONTROL
 DQ3542  ______________________________________________________________________
 DQ3542* NAD 83(1986) POSITION- 35 45 56.50   (N) 092 31 17.92   (W)   HD_HELD1
 DQ3542* NAVD 88 ORTHO HEIGHT -   456.279 (meters)     1496.98  (feet) ADJUSTED
 DQ3542  ______________________________________________________________________
 DQ3542  GEOID HEIGHT    -        -27.875 (meters)                     GEOID18
 DQ3542  DYNAMIC HEIGHT  -        455.853 (meters)     1495.58  (feet) COMP
 DQ3542  MODELED GRAVITY -    979,684.6   (mgal)                       NAVD 88
 DQ3542
 DQ3542  VERT ORDER      -  SECOND    CLASS I
 DQ3542
 DQ3542.The horizontal coordinates were determined by differentially corrected
 DQ3542.hand held GPS observations or other comparable positioning techniques
 DQ3542.and have an estimated accuracy of +/- 3 meters.
 DQ3542
 DQ3542.The orthometric height was determined by differential leveling and
 DQ3542.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3542.in January 2017.
 DQ3542
 DQ3542.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3542.GEOID18 height accuracy estimate available here.
 DQ3542
 DQ3542.Click photographs - Photos may exist for this station.
 DQ3542
 DQ3542.The dynamic height is computed by dividing the NAVD 88
 DQ3542.geopotential number by the normal gravity value computed on the
 DQ3542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3542.degrees latitude (g = 980.6199 gals.).
 DQ3542
 DQ3542.The modeled gravity was interpolated from observed gravity values.
 DQ3542
 DQ3542;                    North         East    Units  Estimated Accuracy
 DQ3542;SPC AR N     -   159,034.0     352,830.9     MT  (+/- 3 meters HH1 GPS) 
 DQ3542
 DQ3542_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV4324058066(NAD 83)
 DQ3542
 DQ3542                          SUPERSEDED SURVEY CONTROL
 DQ3542
 DQ3542.No superseded survey control is available for this station.
 DQ3542
 DQ3542_MARKER: DB = BENCH MARK DISK
 DQ3542_SETTING: 66 = SET IN ROCK OUTCROP
 DQ3542_STAMPING: K 345 2015
 DQ3542_MARK LOGO: ARHD
 DQ3542_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ3542_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DQ3542+STABILITY: POSITION/ELEVATION WELL
 DQ3542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3542+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2019
 DQ3542
 DQ3542  HISTORY     - Date     Condition        Report By
 DQ3542  HISTORY     - 20151124 MONUMENTED       ARHD
 DQ3542  HISTORY     - 20191220 GOOD             NGS
 DQ3542
 DQ3542                          STATION DESCRIPTION
 DQ3542
 DQ3542'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 DQ3542'THE STATION IS LOCATED ABOUT 6.4 MI (10.3 KM) SOUTHWEST OF OXLEY, 4.9
 DQ3542'MI (7.9 KM) SOUTH-SOUTHEAST OF LESLIE AND 4.6 MI (7.4 KM) NORTH OF
 DQ3542'BOTKINBURG.  OWNERSHIP--DENNARD COMMUNITY CHURCH.
 DQ3542'
 DQ3542'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 254,
 DQ3542'GO NORTH ON HIGHWAY 65 FOR 0.7 MI (1.1 KM) TO THE STATION ON THE
 DQ3542'RIGHT.
 DQ3542'
 DQ3542'IT IS 130 FT (39.6 M) SOUTH OF DENNARD CEMETERY ROAD CENTERLINE, 42 FT
 DQ3542'(12.8 M) WEST OF THE NORTHWEST CORNER OF A CHURCH BUILDING, 31 FT (9.4
 DQ3542'M) NORTHWEST OF A LIGHT POLE AND 15 FT (4.6 M) NORTHEAST OF THE
 DQ3542'NORTHEAST CORNER A ROCK DENNARD COMMUNITY CHURCH SIGN.
 DQ3542
 DQ3542                          STATION RECOVERY (2019)
 DQ3542
 DQ3542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2019 (BW)
 DQ3542'DISK SCRAPED BY MOWER, BUT STILL STABLE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ3571 ***********************************************************************
 DQ3571  DESIGNATION -  K 346
 DQ3571  PID         -  DQ3571
 DQ3571  STATE/COUNTY-  AR/SEARCY
 DQ3571  COUNTRY     -  US
 DQ3571  USGS QUAD   -  MARSHALL (2017)
 DQ3571
 DQ3571                         *CURRENT SURVEY CONTROL
 DQ3571  ______________________________________________________________________
 DQ3571* NAD 83(1986) POSITION- 35 54 11.9    (N) 092 39 30.5    (W)   HD_HELD2
 DQ3571* NAVD 88 ORTHO HEIGHT -   261.063 (meters)      856.50  (feet) ADJUSTED
 DQ3571  ______________________________________________________________________
 DQ3571  GEOID HEIGHT    -        -28.125 (meters)                     GEOID18
 DQ3571  DYNAMIC HEIGHT  -        260.824 (meters)      855.72  (feet) COMP
 DQ3571  MODELED GRAVITY -    979,712.2   (mgal)                       NAVD 88
 DQ3571
 DQ3571  VERT ORDER      -  SECOND    CLASS I
 DQ3571
 DQ3571.The horizontal coordinates were established by autonomous hand held GPS
 DQ3571.observations and have an estimated accuracy of +/- 10 meters.
 DQ3571
 DQ3571.The orthometric height was determined by differential leveling and
 DQ3571.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3571.in January 2017.
 DQ3571
 DQ3571.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3571.GEOID18 height accuracy estimate available here.
 DQ3571
 DQ3571.Click photographs - Photos may exist for this station.
 DQ3571
 DQ3571.The dynamic height is computed by dividing the NAVD 88
 DQ3571.geopotential number by the normal gravity value computed on the
 DQ3571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3571.degrees latitude (g = 980.6199 gals.).
 DQ3571
 DQ3571.The modeled gravity was interpolated from observed gravity values.
 DQ3571
 DQ3571;                    North         East    Units  Estimated Accuracy
 DQ3571;SPC AR N     -   174,376.      340,561.      MT  (+/- 10 meters HH2 GPS)
 DQ3571
 DQ3571_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV3081873277(NAD 83)
 DQ3571
 DQ3571                          SUPERSEDED SURVEY CONTROL
 DQ3571
 DQ3571.No superseded survey control is available for this station.
 DQ3571
 DQ3571_MARKER: DB = BENCH MARK DISK
 DQ3571_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ3571_SP_SET: BOX CULVERT HEADWALL
 DQ3571_STAMPING: K 346 2016
 DQ3571_MARK LOGO: ARHD
 DQ3571_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3571+STABILITY: SURFACE MOTION
 DQ3571_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ3571+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2025
 DQ3571
 DQ3571  HISTORY     - Date     Condition        Report By
 DQ3571  HISTORY     - 20160127 MONUMENTED       ARHD
 DQ3571  HISTORY     - 20250714 GOOD             ARHD
 DQ3571
 DQ3571                          STATION DESCRIPTION
 DQ3571
 DQ3571'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 DQ3571'THE STATION IS LOCATED ABOUT 7.6 MI (12.2 KM) NORTHWEST OF LESLIE, 3.5
 DQ3571'MI (5.6 KM) NORTHEAST OF CANAAN AND 1.6 MI (2.6 KM) WEST-SOUTHWEST OF
 DQ3571'MARSHALL.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ3571'
 DQ3571'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 27,
 DQ3571'GO NORTH ON HIGHWAY 65 FOR 1.45 MI (2.33 KM) TO CITY STREET AIRPORT
 DQ3571'ROAD, GO SOUTH ON AIRPORT ROAD FOR 0.37 MI (0.60 KM) TO THE STATION ON
 DQ3571'THE RIGHT, IN THE SOUTHWEST CORNER OF A 4 HOLE BOX CULVERT.
 DQ3571'
 DQ3571'IT IS 28 FT (8.5 M) NORTHWEST OF AIRPORT ROAD CENTERLINE AND 4 FT (1.2
 DQ3571'M) EAST OF A 12 INCH (30 CM) ASH WITH A WITNESS SIGN ON IT.
 DQ3571
 DQ3571                          STATION RECOVERY (2025)
 DQ3571
 DQ3571'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2025 (JH)
 DQ3571'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ3601 ***********************************************************************
 DQ3601  DESIGNATION -  K 347
 DQ3601  PID         -  DQ3601
 DQ3601  STATE/COUNTY-  AR/SEARCY
 DQ3601  COUNTRY     -  US
 DQ3601  USGS QUAD   -  SNOWBALL (2017)
 DQ3601
 DQ3601                         *CURRENT SURVEY CONTROL
 DQ3601  ______________________________________________________________________
 DQ3601* NAD 83(1986) POSITION- 35 59 55.5    (N) 092 45 46.4    (W)   HD_HELD2
 DQ3601* NAVD 88 ORTHO HEIGHT -   267.028 (meters)      876.07  (feet) ADJUSTED
 DQ3601  ______________________________________________________________________
 DQ3601  GEOID HEIGHT    -        -28.325 (meters)                     GEOID18
 DQ3601  DYNAMIC HEIGHT  -        266.787 (meters)      875.28  (feet) COMP
 DQ3601  MODELED GRAVITY -    979,725.7   (mgal)                       NAVD 88
 DQ3601
 DQ3601  VERT ORDER      -  SECOND    CLASS I
 DQ3601
 DQ3601.The horizontal coordinates were established by autonomous hand held GPS
 DQ3601.observations and have an estimated accuracy of +/- 10 meters.
 DQ3601
 DQ3601.The orthometric height was determined by differential leveling and
 DQ3601.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3601.in January 2017.
 DQ3601
 DQ3601.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3601.GEOID18 height accuracy estimate available here.
 DQ3601
 DQ3601.Click photographs - Photos may exist for this station.
 DQ3601
 DQ3601.The dynamic height is computed by dividing the NAVD 88
 DQ3601.geopotential number by the normal gravity value computed on the
 DQ3601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3601.degrees latitude (g = 980.6199 gals.).
 DQ3601
 DQ3601.The modeled gravity was interpolated from observed gravity values.
 DQ3601
 DQ3601;                    North         East    Units  Estimated Accuracy
 DQ3601;SPC AR N     -   185,033.      331,217.      MT  (+/- 10 meters HH2 GPS)
 DQ3601
 DQ3601_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV2137083835(NAD 83)
 DQ3601
 DQ3601                          SUPERSEDED SURVEY CONTROL
 DQ3601
 DQ3601.No superseded survey control is available for this station.
 DQ3601
 DQ3601_MARKER: DB = BENCH MARK DISK
 DQ3601_SETTING: 66 = SET IN ROCK OUTCROP
 DQ3601_STAMPING: K 347 2016
 DQ3601_MARK LOGO: ARHD
 DQ3601_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ3601_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DQ3601+STABILITY: POSITION/ELEVATION WELL
 DQ3601_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3601+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2016
 DQ3601
 DQ3601  HISTORY     - Date     Condition        Report By
 DQ3601  HISTORY     - 20160307 MONUMENTED       ARHD
 DQ3601
 DQ3601                          STATION DESCRIPTION
 DQ3601
 DQ3601'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 DQ3601'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) WEST-SOUTHWEST OF
 DQ3601'MAUMEE, 7.2 MI (11.6 KM) NORTH-NORTHEAST OF SNOWBALL AND 3.2 MI (5.1
 DQ3601'KM) SOUTHEAST OF SAINT JOE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ3601'
 DQ3601'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 333,
 DQ3601'GO SOUTH ON HIGHWAY 65 FOR 0.1 MI (0.2 KM) TO COUNTY ROAD COURSEYS
 DQ3601'DRIVE TURN RIGHT ON COURSEYS DRIVE AND GO.05 MI TO THE STATION ON THE
 DQ3601'RIGHT.
 DQ3601'
 DQ3601'IT IS 23 SOUTH OF A WITNESS POST, 24 FT (7.3 M) WEST OF COURSEYS DRIVE
 DQ3601'CENTERLINE, 22 FT (6.7 M) SOUTH OF A GUY POLE AND 22 FT (6.7 M)
 DQ3601'SOUTHEAST OF A PIPE FENCE CORNER.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ3627 ***********************************************************************
 DQ3627  DESIGNATION -  K 348
 DQ3627  PID         -  DQ3627
 DQ3627  STATE/COUNTY-  AR/SEARCY
 DQ3627  COUNTRY     -  US
 DQ3627  USGS QUAD   -  WESTERN GROVE (2017)
 DQ3627
 DQ3627                         *CURRENT SURVEY CONTROL
 DQ3627  ______________________________________________________________________
 DQ3627* NAD 83(1986) POSITION- 36 04 11.9    (N) 092 56 46.6    (W)   HD_HELD2
 DQ3627* NAVD 88 ORTHO HEIGHT -   348.683 (meters)     1143.97  (feet) ADJUSTED
 DQ3627  ______________________________________________________________________
 DQ3627  GEOID HEIGHT    -        -28.324 (meters)                     GEOID18
 DQ3627  DYNAMIC HEIGHT  -        348.367 (meters)     1142.93  (feet) COMP
 DQ3627  MODELED GRAVITY -    979,715.7   (mgal)                       NAVD 88
 DQ3627
 DQ3627  VERT ORDER      -  SECOND    CLASS I
 DQ3627
 DQ3627.The horizontal coordinates were established by autonomous hand held GPS
 DQ3627.observations and have an estimated accuracy of +/- 10 meters.
 DQ3627
 DQ3627.The orthometric height was determined by differential leveling and
 DQ3627.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3627.in January 2017.
 DQ3627
 DQ3627.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3627.GEOID18 height accuracy estimate available here.
 DQ3627
 DQ3627.Click photographs - Photos may exist for this station.
 DQ3627
 DQ3627.The dynamic height is computed by dividing the NAVD 88
 DQ3627.geopotential number by the normal gravity value computed on the
 DQ3627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3627.degrees latitude (g = 980.6199 gals.).
 DQ3627
 DQ3627.The modeled gravity was interpolated from observed gravity values.
 DQ3627
 DQ3627;                    North         East    Units  Estimated Accuracy
 DQ3627;SPC AR N     -   193,079.      314,759.      MT  (+/- 10 meters HH2 GPS)
 DQ3627
 DQ3627_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV0483791710(NAD 83)
 DQ3627
 DQ3627                          SUPERSEDED SURVEY CONTROL
 DQ3627
 DQ3627.No superseded survey control is available for this station.
 DQ3627
 DQ3627_MARKER: DB = BENCH MARK DISK
 DQ3627_SETTING: 66 = SET IN ROCK OUTCROP
 DQ3627_STAMPING: K 348 2016
 DQ3627_MARK LOGO: ARHD
 DQ3627_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ3627_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DQ3627+STABILITY: POSITION/ELEVATION WELL
 DQ3627_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ3627+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2016
 DQ3627
 DQ3627  HISTORY     - Date     Condition        Report By
 DQ3627  HISTORY     - 20160420 MONUMENTED       ARHD
 DQ3627
 DQ3627                          STATION DESCRIPTION
 DQ3627
 DQ3627'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 DQ3627'THE STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) NORTHEAST OF HASTY, 6.3
 DQ3627'MI (10.1 KM) SOUTH-SOUTHWEST OF EVERTON AND 2.2 MI (3.5 KM) SOUTH OF
 DQ3627'WESTERN GROVE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ3627'
 DQ3627'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 123
 DQ3627'SOUTH, GO SOUTH ON HIGHWAY 65 FOR 1.6 MI (2.6 KM) T0 NEWTON COUNTY
 DQ3627'ROAD TURN RIGHT AND GO SOUTHWEST ON NEWTON COUNTY ROAD FOR 0.3 MI (0.5
 DQ3627'KM) TO THE STATION ON THE LEFT.
 DQ3627'
 DQ3627'IT IS 12 FT (3.7 M) EAST OF NEWTON COUNTY ROAD CENTERLINE, 6 FT (1.8
 DQ3627'M) SOUTHWEST OF A 12 INCH (30 CM) CEDAR TREE, 4 FT (1.2 M) WEST OF A
 DQ3627'WEB WIRE FENCE AND 4 FT (1.2 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0361 ***********************************************************************
 GF0361  DESIGNATION -  K 35
 GF0361  PID         -  GF0361
 GF0361  STATE/COUNTY-  AR/CARROLL
 GF0361  COUNTRY     -  US
 GF0361  USGS QUAD   -  BLUE EYE (2017)
 GF0361
 GF0361                         *CURRENT SURVEY CONTROL
 GF0361  ______________________________________________________________________
 GF0361* NAD 83(1986) POSITION- 36 29 51.72   (N) 093 23 57.31   (W)   HD_HELD1
 GF0361* NAVD 88 ORTHO HEIGHT -   394.933 (meters)     1295.71  (feet) ADJUSTED
 GF0361  ______________________________________________________________________
 GF0361  GEOID HEIGHT    -        -28.510 (meters)                     GEOID18
 GF0361  DYNAMIC HEIGHT  -        394.587 (meters)     1294.57  (feet) COMP
 GF0361  MODELED GRAVITY -    979,745.1   (mgal)                       NAVD 88
 GF0361
 GF0361  VERT ORDER      -  SECOND    CLASS 0
 GF0361
 GF0361.The horizontal coordinates were determined by differentially corrected
 GF0361.hand held GPS observations or other comparable positioning techniques
 GF0361.and have an estimated accuracy of +/- 3 meters.
 GF0361
 GF0361.The orthometric height was determined by differential leveling and
 GF0361.adjusted by the NATIONAL GEODETIC SURVEY
 GF0361.in June 1991.
 GF0361
 GF0361.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0361.GEOID18 height accuracy estimate available here.
 GF0361
 GF0361.Click photographs - Photos may exist for this station.
 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     -   241,023.3     274,632.0     MT  (+/- 3 meters HH1 GPS) 
 GF0361
 GF0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA6424339227(NAD 83)
 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
 GF0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0361.See file dsdata.pdf to determine how the superseded data were derived.
 GF0361
 GF0361_MARKER: DB = BENCH MARK DISK
 GF0361_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GF0361_SP_SET: BUILDING
 GF0361_STAMPING: K 35 1934
 GF0361_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 DQ8647 ***********************************************************************
 DQ8647  DESIGNATION -  K 351
 DQ8647  PID         -  DQ8647
 DQ8647  STATE/COUNTY-  AR/DREW
 DQ8647  COUNTRY     -  US
 DQ8647  USGS QUAD   -  MONTICELLO NORTH (2017)
 DQ8647
 DQ8647                         *CURRENT SURVEY CONTROL
 DQ8647  ______________________________________________________________________
 DQ8647* NAD 83(1986) POSITION- 33 37 43.2    (N) 091 46 27.0    (W)   HD_HELD2
 DQ8647* NAVD 88 ORTHO HEIGHT -    87.687 (meters)      287.69  (feet) ADJUSTED
 DQ8647  ______________________________________________________________________
 DQ8647  GEOID HEIGHT    -        -25.746 (meters)                     GEOID18
 DQ8647  DYNAMIC HEIGHT  -         87.597 (meters)      287.39  (feet) COMP
 DQ8647  MODELED GRAVITY -    979,611.3   (mgal)                       NAVD 88
 DQ8647
 DQ8647  VERT ORDER      -  SECOND    CLASS I
 DQ8647
 DQ8647.The horizontal coordinates were established by autonomous hand held GPS
 DQ8647.observations and have an estimated accuracy of +/- 10 meters.
 DQ8647
 DQ8647.The orthometric height was determined by differential leveling and
 DQ8647.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8647.in July 2018.
 DQ8647
 DQ8647.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8647.GEOID18 height accuracy estimate available here.
 DQ8647
 DQ8647.Click photographs - Photos may exist for this station.
 DQ8647
 DQ8647.The dynamic height is computed by dividing the NAVD 88
 DQ8647.geopotential number by the normal gravity value computed on the
 DQ8647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8647.degrees latitude (g = 980.6199 gals.).
 DQ8647
 DQ8647.The modeled gravity was interpolated from observed gravity values.
 DQ8647
 DQ8647;                    North         East    Units  Estimated Accuracy
 DQ8647;SPC AR S     -   506,721.      420,953.      MT  (+/- 10 meters HH2 GPS)
 DQ8647
 DQ8647_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT1369621658(NAD 83)
 DQ8647
 DQ8647                          SUPERSEDED SURVEY CONTROL
 DQ8647
 DQ8647.No superseded survey control is available for this station.
 DQ8647
 DQ8647_MARKER: DB = BENCH MARK DISK
 DQ8647_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DQ8647_SP_SET: SIGNAL BOX BASE
 DQ8647_STAMPING: K 351 2017
 DQ8647_MARK LOGO: ARHD
 DQ8647_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ8647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ8647+STABILITY: SURFACE MOTION
 DQ8647_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ8647+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2017
 DQ8647
 DQ8647  HISTORY     - Date     Condition        Report By
 DQ8647  HISTORY     - 20171220 MONUMENTED       ARHD
 DQ8647
 DQ8647                          STATION DESCRIPTION
 DQ8647
 DQ8647'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2017 (JDH)
 DQ8647'THE STATION IS LOCATED ABOUT 10.3 MI (16.6 KM) NORTHWEST OF COMINTO,
 DQ8647'9.1 MI (14.6 KM) EAST OF WILMAR AND 1.0 MI (1.6 KM) EAST OF
 DQ8647'MONTICELLO.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ8647'
 DQ8647'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 138 AND US HIGHWAY
 DQ8647'278, GO NORTHEAST FOR 50 FT (15.2 M) TO THE STATION ON THE RIGHT.
 DQ8647'
 DQ8647'IT IS 50 FT (15.2 M) NORTHEAST OF HIGHWAY 138 AND HIGHWAY 278
 DQ8647'INTERSECTION, 14 FT (4.3 M) NORTHEAST OF A COMBINATION POLE AND 8 FT
 DQ8647'(2.4 M) SOUTHEAST OF AN AT AND T FIBER OPTIC MANHOLE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ8678 ***********************************************************************
 DQ8678  DESIGNATION -  K 352
 DQ8678  PID         -  DQ8678
 DQ8678  STATE/COUNTY-  AR/DREW
 DQ8678  COUNTRY     -  US
 DQ8678  USGS QUAD   -  MCGEHEE NORTH (2017)
 DQ8678
 DQ8678                         *CURRENT SURVEY CONTROL
 DQ8678  ______________________________________________________________________
 DQ8678* NAD 83(1986) POSITION- 33 41 42.5    (N) 091 28 58.0    (W)   HD_HELD2
 DQ8678* NAVD 88 ORTHO HEIGHT -    47.943 (meters)      157.29  (feet) ADJUSTED
 DQ8678  ______________________________________________________________________
 DQ8678  GEOID HEIGHT    -        -26.066 (meters)                     GEOID18
 DQ8678  DYNAMIC HEIGHT  -         47.894 (meters)      157.13  (feet) COMP
 DQ8678  MODELED GRAVITY -    979,617.4   (mgal)                       NAVD 88
 DQ8678
 DQ8678  VERT ORDER      -  SECOND    CLASS I
 DQ8678
 DQ8678.The horizontal coordinates were established by autonomous hand held GPS
 DQ8678.observations and have an estimated accuracy of +/- 10 meters.
 DQ8678
 DQ8678.The orthometric height was determined by differential leveling and
 DQ8678.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8678.in July 2018.
 DQ8678
 DQ8678.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8678.GEOID18 height accuracy estimate available here.
 DQ8678
 DQ8678.Click photographs - Photos may exist for this station.
 DQ8678
 DQ8678.The dynamic height is computed by dividing the NAVD 88
 DQ8678.geopotential number by the normal gravity value computed on the
 DQ8678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8678.degrees latitude (g = 980.6199 gals.).
 DQ8678
 DQ8678.The modeled gravity was interpolated from observed gravity values.
 DQ8678
 DQ8678;                    North         East    Units  Estimated Accuracy
 DQ8678;SPC AR S     -   514,191.      447,950.      MT  (+/- 10 meters HH2 GPS)
 DQ8678
 DQ8678_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT4061729387(NAD 83)
 DQ8678
 DQ8678                          SUPERSEDED SURVEY CONTROL
 DQ8678
 DQ8678.No superseded survey control is available for this station.
 DQ8678
 DQ8678_MARKER: DB = BENCH MARK DISK
 DQ8678_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DQ8678_SP_SET: BRIDGE ABUTMENT
 DQ8678_STAMPING: K 352 2018
 DQ8678_MARK LOGO: ARHD
 DQ8678_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ8678_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8678_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8678+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2018
 DQ8678
 DQ8678  HISTORY     - Date     Condition        Report By
 DQ8678  HISTORY     - 20180110 MONUMENTED       ARHD
 DQ8678
 DQ8678                          STATION DESCRIPTION
 DQ8678
 DQ8678'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (JDH)
 DQ8678'THE STATION IS LOCATED ABOUT 6.6 MI (10.6 KM) NORTHWEST OF MCGEHEE,
 DQ8678'5.5 MI (8.8 KM) SOUTH OF WINCHESTER AND 4.9 MI (7.9 KM) EAST OF SELMA.
 DQ8678'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ8678'
 DQ8678'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 277,
 DQ8678'GO SOUTH ON HIGHWAY 277 FOR 2.30 MI (3.70 KM) TO THE STATION ON THE
 DQ8678'LEFT, IN THE SOUTHEAST CORNER OF BAYOU BARTHOLOMEW BRIDGE ABUTMENT.
 DQ8678'
 DQ8678'IT IS 16 FT (4.9 M) SOUTH OF HIGHWAY 277 CENTERLINE AND 3 FT (0.9 M)
 DQ8678'SOUTH OF A GUARD RAIL.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ8705 ***********************************************************************
 DQ8705  DESIGNATION -  K 353
 DQ8705  PID         -  DQ8705
 DQ8705  STATE/COUNTY-  AR/DESHA
 DQ8705  COUNTRY     -  US
 DQ8705  USGS QUAD   -  WINCHESTER (2017)
 DQ8705
 DQ8705                         *CURRENT SURVEY CONTROL
 DQ8705  ______________________________________________________________________
 DQ8705* NAD 83(1986) POSITION- 33 47 56.6    (N) 091 28 02.7    (W)   HD_HELD2
 DQ8705* NAVD 88 ORTHO HEIGHT -    47.020 (meters)      154.26  (feet) ADJUSTED
 DQ8705  ______________________________________________________________________
 DQ8705  GEOID HEIGHT    -        -26.067 (meters)                     GEOID18
 DQ8705  DYNAMIC HEIGHT  -         46.972 (meters)      154.11  (feet) COMP
 DQ8705  MODELED GRAVITY -    979,627.4   (mgal)                       NAVD 88
 DQ8705
 DQ8705  VERT ORDER      -  SECOND    CLASS I
 DQ8705
 DQ8705.The horizontal coordinates were established by autonomous hand held GPS
 DQ8705.observations and have an estimated accuracy of +/- 10 meters.
 DQ8705
 DQ8705.The orthometric height was determined by differential leveling and
 DQ8705.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8705.in July 2018.
 DQ8705
 DQ8705.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8705.GEOID18 height accuracy estimate available here.
 DQ8705
 DQ8705.Click photographs - Photos may exist for this station.
 DQ8705
 DQ8705.The dynamic height is computed by dividing the NAVD 88
 DQ8705.geopotential number by the normal gravity value computed on the
 DQ8705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8705.degrees latitude (g = 980.6199 gals.).
 DQ8705
 DQ8705.The modeled gravity was interpolated from observed gravity values.
 DQ8705
 DQ8705;                    North         East    Units  Estimated Accuracy
 DQ8705;SPC AR S     -   525,724.      449,314.      MT  (+/- 10 meters HH2 GPS)
 DQ8705
 DQ8705_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT4186940931(NAD 83)
 DQ8705
 DQ8705                          SUPERSEDED SURVEY CONTROL
 DQ8705
 DQ8705.No superseded survey control is available for this station.
 DQ8705
 DQ8705_MARKER: DB = BENCH MARK DISK
 DQ8705_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DQ8705_SP_SET: DROP INLET
 DQ8705_STAMPING: K 353 2018
 DQ8705_MARK LOGO: ARHD
 DQ8705_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ8705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ8705+STABILITY: SURFACE MOTION
 DQ8705_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8705+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2018
 DQ8705
 DQ8705  HISTORY     - Date     Condition        Report By
 DQ8705  HISTORY     - 20180307 MONUMENTED       ARHD
 DQ8705
 DQ8705                          STATION DESCRIPTION
 DQ8705
 DQ8705'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (JDH)
 DQ8705'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) EAST-SOUTHEAST OF GOURD,
 DQ8705'6.2 MI (10.0 KM) SOUTH-SOUTHEAST OF DUMAS AND 1.7 MI (2.7 KM)
 DQ8705'NORTH-NORTHEAST OF WINCHESTER.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ8705'
 DQ8705'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 138,
 DQ8705'GO NORTH ON HIGHWAY 65 FOR 1.5 MI (2.4 KM) TO THE STATION ON THE LEFT,
 DQ8705'IN A CONCRETE DROP INLET IN THE CENTER OF THE MEDIAN.
 DQ8705'
 DQ8705'IT IS 200 FT (61.0 M) NORTH OF THE CENTER OF A TURN AROUND IN THE
 DQ8705'MEDIAN, 26 FT (7.9 M) WEST OF HIGHWAY 65 NORTH BOUND LANE SHOULDER AND
 DQ8705'14 FT (4.3 M) EAST OF HIGHWAY 65 SOUTH BOUND LANE SHOULDER.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR1113 ***********************************************************************
 DR1113  DESIGNATION -  K 354
 DR1113  PID         -  DR1113
 DR1113  STATE/COUNTY-  AR/CLARK
 DR1113  COUNTRY     -  US
 DR1113  USGS QUAD   -  ARKADELPHIA (2017)
 DR1113
 DR1113                         *CURRENT SURVEY CONTROL
 DR1113  ______________________________________________________________________
 DR1113* NAD 83(1986) POSITION- 34 03 00.4    (N) 093 05 41.5    (W)   HD_HELD2
 DR1113* NAVD 88 ORTHO HEIGHT -    69.828 (meters)      229.09  (feet) ADJUSTED
 DR1113  ______________________________________________________________________
 DR1113  GEOID HEIGHT    -        -26.792 (meters)                     GEOID18
 DR1113  DYNAMIC HEIGHT  -         69.758 (meters)      228.86  (feet) COMP
 DR1113  MODELED GRAVITY -    979,633.9   (mgal)                       NAVD 88
 DR1113
 DR1113  VERT ORDER      -  SECOND    CLASS I
 DR1113
 DR1113.The horizontal coordinates were established by autonomous hand held GPS
 DR1113.observations and have an estimated accuracy of +/- 10 meters.
 DR1113
 DR1113.The orthometric height was determined by differential leveling and
 DR1113.adjusted by the NATIONAL GEODETIC SURVEY
 DR1113.in February 2019.
 DR1113
 DR1113.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR1113.GEOID18 height accuracy estimate available here.
 DR1113
 DR1113.Click photographs - Photos may exist for this station.
 DR1113
 DR1113.The dynamic height is computed by dividing the NAVD 88
 DR1113.geopotential number by the normal gravity value computed on the
 DR1113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR1113.degrees latitude (g = 980.6199 gals.).
 DR1113
 DR1113.The modeled gravity was interpolated from observed gravity values.
 DR1113
 DR1113;                    North         East    Units  Estimated Accuracy
 DR1113;SPC AR S     -   553,981.      298,921.      MT  (+/- 10 meters HH2 GPS)
 DR1113
 DR1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT9124467716(NAD 83)
 DR1113
 DR1113                          SUPERSEDED SURVEY CONTROL
 DR1113
 DR1113.No superseded survey control is available for this station.
 DR1113
 DR1113_MARKER: DB = BENCH MARK DISK
 DR1113_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DR1113_SP_SET: HEADWALL
 DR1113_STAMPING: K 354 2018
 DR1113_MARK LOGO: ARHD
 DR1113_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR1113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR1113+STABILITY: SURFACE MOTION
 DR1113_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR1113+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2018
 DR1113
 DR1113  HISTORY     - Date     Condition        Report By
 DR1113  HISTORY     - 20181107 MONUMENTED       ARHD
 DR1113
 DR1113                          STATION DESCRIPTION
 DR1113
 DR1113'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (JDH)
 DR1113'THE STATION IS LOCATED ABOUT 9.1 MI (14.6 KM) SOUTH-SOUTHEAST OF DE
 DR1113'GRAY, 5.4 MI (8.7 KM) SOUTH-SOUTHWEST OF ARKADELPHIA AND 3.7 MI (6.0
 DR1113'KM) NORTH OF CURTIS.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR1113'
 DR1113'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 26 AND US HIGHWAY 67,
 DR1113'GO SOUTH NO HIGHWAY 67 FOR 0.7 MI (1.1 KM) TO CITY STREET MCCLELLAN
 DR1113'BOULEVARD AND GO EAST ON MCCLELLAN BOULEVARD FOR 0.25 MI (0.40 KM) TO
 DR1113'THE STATION ON THE LEFT, IN THE EAST END OF THE NORTH HEADWALL.
 DR1113'
 DR1113'IT IS 102 FT (31.1 M) WEST OF SCROLL DRIVE CENTERLINE, 28 FT (8.5 M)
 DR1113'NORTH OF MCCLELLAN BOULEVARD CENTERLINE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR3451 ***********************************************************************
 DR3451  HT_MOD      -  This is a Height Modernization Survey Station.
 DR3451  DESIGNATION -  K 355
 DR3451  PID         -  DR3451
 DR3451  STATE/COUNTY-  AR/MISSISSIPPI
 DR3451  COUNTRY     -  US
 DR3451  USGS QUAD   -  DELL (2017)
 DR3451
 DR3451                         *CURRENT SURVEY CONTROL
 DR3451  ______________________________________________________________________
 DR3451* NAD 83(2011) POSITION- 35 45 23.40200(N) 090 02 07.27251(W)   ADJUSTED
 DR3451* NAD 83(2011) ELLIP HT-    41.799 (meters)        (10/02/24)   ADJUSTED
 DR3451* NAD 83(2011) EPOCH   -  2010.00
 DR3451* NAVD 88 ORTHO HEIGHT -    69.59  (meters)      228.3   (feet) GPS OBS
 DR3451  ______________________________________________________________________
 DR3451  GEOID HEIGHT    -        -27.788 (meters)                     GEOID18
 DR3451  NAD 83(2011) X  -     -3,197.391 (meters)                     COMP
 DR3451  NAD 83(2011) Y  - -5,181,865.944 (meters)                     COMP
 DR3451  NAD 83(2011) Z  -  3,706,324.476 (meters)                     COMP
 DR3451  LAPLACE CORR    -          0.29  (seconds)                    DEFLEC18
 DR3451
 DR3451  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR3451  Standards:
 DR3451         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR3451            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR3451  -------------------------------------------------------------------
 DR3451  NETWORK    0.76   1.65           0.33   0.29   0.84     -0.11778589
 DR3451  -------------------------------------------------------------------
 DR3451  Click here for local accuracies and other accuracy information.
 DR3451
 DR3451.The horizontal coordinates were established by GPS observations
 DR3451.and adjusted by the ARKANSAS DEPT OF TRANS in October 2024.
 DR3451
 DR3451.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR3451.been affixed to the stable North American tectonic plate. See 
 DR3451.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR3451
 DR3451.The horizontal coordinates are valid at the epoch date displayed above
 DR3451.which is a decimal equivalence of Year/Month/Day.
 DR3451
 DR3451.The orthometric height was determined by GPS observations and a
 DR3451.high-resolution geoid model using precise GPS observation and
 DR3451.processing techniques.
 DR3451
 DR3451.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR3451.GEOID18 height accuracy estimate available here.
 DR3451
 DR3451.Click photographs - Photos may exist for this station.
 DR3451
 DR3451.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR3451
 DR3451.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR3451
 DR3451.The ellipsoidal height was determined by GPS observations
 DR3451.and is referenced to NAD 83.
 DR3451
 DR3451. The following values were computed from the NAD 83(2011) position.
 DR3451
 DR3451;                    North         East     Units Scale Factor Converg.
 DR3451;SPC AR N     -   159,661.527   577,660.353   MT  0.99994044   +1 08 35.6
 DR3451;SPC AR N     -   523,822.86  1,895,207.34   sFT  0.99994044   +1 08 35.6
 DR3451;UTM  15      - 3,960,995.839   768,053.766   MT  1.00048551   +1 44 00.2
 DR3451;UTM  16      - 3,961,191.681   225,551.252   MT  1.00052827   -1 46 29.2
 DR3451
 DR3451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR3451!SPC AR N     -   0.99999344  x   0.99994044  =   0.99993388
 DR3451!UTM  15      -   0.99999344  x   1.00048551  =   1.00047895
 DR3451!UTM  16      -   0.99999344  x   1.00052827  =   1.00052171
 DR3451
 DR3451_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6805360995(NAD 83)
 DR3451
 DR3451                          SUPERSEDED SURVEY CONTROL
 DR3451
 DR3451  NAVD 88 (06/22/20)   69.659  (m)          228.54   (f) ADJUSTED    1 2
 DR3451
 DR3451.Superseded values are not recommended for survey control.
 DR3451
 DR3451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR3451.See file dsdata.pdf to determine how the superseded data were derived.
 DR3451
 DR3451_MARKER: F = FLANGE-ENCASED ROD
 DR3451_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DR3451_STAMPING: K 355 2019
 DR3451_MARK LOGO: ARHD
 DR3451_PROJECTION: FLUSH
 DR3451_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DR3451_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR3451_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR3451+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2024
 DR3451_ROD/PIPE-DEPTH: 26.5 meters
 DR3451_SLEEVE-DEPTH  : 0.60 meters
 DR3451
 DR3451  HISTORY     - Date     Condition        Report By
 DR3451  HISTORY     - 2019086  MONUMENTED       ARHD
 DR3451  HISTORY     - 20240731 GOOD             ARHD
 DR3451
 DR3451                          STATION DESCRIPTION
 DR3451
 DR3451'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2019 (JDH)
 DR3451'THE STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) NORTH-NORTHEAST OF
 DR3451'KEISER, 6.0 MI (9.7 KM) WEST OF LUXORA AND 5.1 MI (8.2 KM) NORTHWEST
 DR3451'OF OSCEOLA.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR3451'
 DR3451'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 119 AND STATE HIGHWAY
 DR3451'158, GO NORTHEAST AT THAT INTERSECTION FOR 80 FT (24.4 M) TO THE
 DR3451'STATION ON THE RIGHT.
 DR3451'
 DR3451'IT IS 50 FT (15.2 M) EAST OF COUNTY ROAD N 471 CENTERLINE, 45 FT (13.7
 DR3451'M) NORTH OF HIGHWAY 119 CENTERLINE, 28 FT (8.5 M) WEST OF A POWER
 DR3451'POLE, 12 FT (3.7 M) NORTHEAST OF A TELE BOX, 1 FT (0.3 M) WEST OF A
 DR3451'WITNESS POST, 1 FT (0.3 M) SOUTH OF A GUY WIRE.
 DR3451'
 DR3451'NOTE-ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH (13 CM) LOGO CAP.
 DR3451
 DR3451                          STATION RECOVERY (2024)
 DR3451
 DR3451'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (JDH)
 DR3451'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR7091 ***********************************************************************
 DR7091  DESIGNATION -  K 356
 DR7091  PID         -  DR7091
 DR7091  STATE/COUNTY-  AR/CRITTENDEN
 DR7091  COUNTRY     -  US
 DR7091  USGS QUAD   -  NORTHWEST MEMPHIS (2019)
 DR7091
 DR7091                         *CURRENT SURVEY CONTROL
 DR7091  ______________________________________________________________________
 DR7091* NAD 83(1986) POSITION- 35 09 13.2    (N) 090 06 24.3    (W)   HD_HELD2
 DR7091* NAVD 88 ORTHO HEIGHT -    73.788 (meters)      242.09  (feet) ADJUSTED
 DR7091  ______________________________________________________________________
 DR7091  GEOID HEIGHT    -        -27.329 (meters)                     GEOID18
 DR7091  DYNAMIC HEIGHT  -         73.721 (meters)      241.87  (feet) COMP
 DR7091  MODELED GRAVITY -    979,731.4   (mgal)                       NAVD 88
 DR7091
 DR7091  VERT ORDER      -  SECOND    CLASS I
 DR7091
 DR7091.The horizontal coordinates were established by autonomous hand held GPS
 DR7091.observations and have an estimated accuracy of +/- 10 meters.
 DR7091
 DR7091.The orthometric height was determined by differential leveling and
 DR7091.adjusted by the NATIONAL GEODETIC SURVEY
 DR7091.in January 2022.
 DR7091
 DR7091.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7091.GEOID18 height accuracy estimate available here.
 DR7091
 DR7091.Click photographs - Photos may exist for this station.
 DR7091
 DR7091.The dynamic height is computed by dividing the NAVD 88
 DR7091.geopotential number by the normal gravity value computed on the
 DR7091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7091.degrees latitude (g = 980.6199 gals.).
 DR7091
 DR7091.The modeled gravity was interpolated from observed gravity values.
 DR7091
 DR7091;                    North         East    Units  Estimated Accuracy
 DR7091;SPC AR N     -    92,667.      572,491.      MT  (+/- 10 meters HH2 GPS)
 DR7091
 DR7091_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6355793917(NAD 83)
 DR7091
 DR7091                          SUPERSEDED SURVEY CONTROL
 DR7091
 DR7091.No superseded survey control is available for this station.
 DR7091
 DR7091_MARKER: DB = BENCH MARK DISK
 DR7091_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DR7091+WITH SETTING: PAVEMENT
 DR7091_SP_SET: CAMERA POLE BASE
 DR7091_STAMPING: K 356 2021
 DR7091_MARK LOGO: ARHD
 DR7091_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR7091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR7091+STABILITY: SURFACE MOTION
 DR7091_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR7091+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2021
 DR7091
 DR7091  HISTORY     - Date     Condition        Report By
 DR7091  HISTORY     - 20210623 MONUMENTED       ARHD
 DR7091
 DR7091                          STATION DESCRIPTION
 DR7091
 DR7091'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2021 (JDH)
 DR7091'THE MARK IS LOCATED ABOUT 12.0 MI (19.3 KM) EAST-NORTHEAST OF
 DR7091'EDMONDSON, 11.4 MI (18.3 KM) SOUTHEAST OF JERICHO AND 4.4 MI (7.1 KM)
 DR7091'EAST OF WEST MEMPHIS.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7091'
 DR7091'TO REACH FROM THE INTERSECTION OF US I-40 AND STATE HIGHWAY 27, GO
 DR7091'EAST ALONG I-40 FOR 1.2 MI (1.9 KM) TO THE STATION ON THE RIGHT, IN
 DR7091'THE CONCRETE CAMERA POLE BASE.
 DR7091'
 DR7091'IT IS 56 FT (17.1 M) WEST OF THE SOUTHWEST BRIDGE CORNER, 14 FT (4.3
 DR7091'M) SOUTH OF THE CONCRETE EDGE OF I-40 EAST BOUND LANE AND 12 FT (3.7
 DR7091'M) SOUTH OF A GUARD RAIL.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR7312 ***********************************************************************
 DR7312  DESIGNATION -  K 357
 DR7312  PID         -  DR7312
 DR7312  STATE/COUNTY-  AR/SHARP
 DR7312  COUNTRY     -  US
 DR7312  USGS QUAD   -  STUART (2017)
 DR7312
 DR7312                         *CURRENT SURVEY CONTROL
 DR7312  ______________________________________________________________________
 DR7312* NAD 83(1986) POSITION- 36 15 37.5    (N) 091 33 06.2    (W)   HD_HELD2
 DR7312* NAVD 88 ORTHO HEIGHT -   224.785 (meters)      737.48  (feet) ADJUSTED
 DR7312  ______________________________________________________________________
 DR7312  GEOID HEIGHT    -        -28.292 (meters)                     GEOID18
 DR7312  DYNAMIC HEIGHT  -        224.595 (meters)      736.86  (feet) COMP
 DR7312  MODELED GRAVITY -    979,782.0   (mgal)                       NAVD 88
 DR7312
 DR7312  VERT ORDER      -  SECOND    CLASS I
 DR7312
 DR7312.The horizontal coordinates were established by autonomous hand held GPS
 DR7312.observations and have an estimated accuracy of +/- 10 meters.
 DR7312
 DR7312.The orthometric height was determined by differential leveling and
 DR7312.adjusted by the NATIONAL GEODETIC SURVEY
 DR7312.in January 2022.
 DR7312
 DR7312.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7312.GEOID18 height accuracy estimate available here.
 DR7312
 DR7312.Click photographs - Photos may exist for this station.
 DR7312
 DR7312.The dynamic height is computed by dividing the NAVD 88
 DR7312.geopotential number by the normal gravity value computed on the
 DR7312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7312.degrees latitude (g = 980.6199 gals.).
 DR7312
 DR7312.The modeled gravity was interpolated from observed gravity values.
 DR7312
 DR7312;                    North         East    Units  Estimated Accuracy
 DR7312;SPC AR N     -   213,893.      440,285.      MT  (+/- 10 meters HH2 GPS)
 DR7312
 DR7312_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA3010313805(NAD 83)
 DR7312
 DR7312                          SUPERSEDED SURVEY CONTROL
 DR7312
 DR7312.No superseded survey control is available for this station.
 DR7312
 DR7312_MARKER: DB = BENCH MARK DISK
 DR7312_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DR7312+WITH SETTING: PAVEMENT
 DR7312_SP_SET: ABANDONED SIGN BASE
 DR7312_STAMPING: K 357 2021
 DR7312_MARK LOGO: ARHD
 DR7312_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR7312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR7312+STABILITY: SURFACE MOTION
 DR7312_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR7312+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2021
 DR7312
 DR7312  HISTORY     - Date     Condition        Report By
 DR7312  HISTORY     - 20210901 MONUMENTED       ARHD
 DR7312
 DR7312                          STATION DESCRIPTION
 DR7312
 DR7312'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2021 (JDH)
 DR7312'THE MARK IS LOCATED ABOUT 5.4 MI (8.7 KM) SOUTHWEST OF HARDY, 4.0 MI
 DR7312'(6.4 KM) NORTHEAST OF ASH FLAT AND 1.9 MI (3.1 KM) WEST OF STUART.
 DR7312'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7312'
 DR7312'TO REACH FROM THE INTERSECTION OF US HIGHWAY 62/412 AND US HIGHWAY
 DR7312'167, GO EAST ALONG HIGHWAY 62/412 FOR 3.40 MI (5.47 KM) TO THE STATION
 DR7312'ON THE LEFT, IN AN OLD 2'X2' CONCRETE ABANDONED SIGN BASE.
 DR7312'
 DR7312'IT IS 91 FT (27.7 M) EAST OF TEKAKWITHA STREET CENTERLINE, 67 FT (20.4
 DR7312'M) NORTH OF HIGHWAY 62/412 CENTERLINE AND 62 FT (18.9 M) SOUTH OF AN
 DR7312'ASPHALT PARKING LOT.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR7611 ***********************************************************************
 DR7611  DESIGNATION -  K 358
 DR7611  PID         -  DR7611
 DR7611  STATE/COUNTY-  AR/PRAIRIE
 DR7611  COUNTRY     -  US
 DR7611  USGS QUAD   -  HAZEN (2017)
 DR7611
 DR7611                         *CURRENT SURVEY CONTROL
 DR7611  ______________________________________________________________________
 DR7611* NAD 83(1986) POSITION- 34 46 48.6    (N) 091 32 39.5    (W)   HD_HELD2
 DR7611* NAVD 88 ORTHO HEIGHT -    65.119 (meters)      213.64  (feet) ADJUSTED
 DR7611  ______________________________________________________________________
 DR7611  GEOID HEIGHT    -        -26.944 (meters)                     GEOID18
 DR7611  DYNAMIC HEIGHT  -         65.057 (meters)      213.44  (feet) COMP
 DR7611  MODELED GRAVITY -    979,694.2   (mgal)                       NAVD 88
 DR7611
 DR7611  VERT ORDER      -  SECOND    CLASS I
 DR7611
 DR7611.The horizontal coordinates were established by autonomous hand held GPS
 DR7611.observations and have an estimated accuracy of +/- 10 meters.
 DR7611
 DR7611.The orthometric height was determined by differential leveling and
 DR7611.adjusted by the NATIONAL GEODETIC SURVEY
 DR7611.in June 2022.
 DR7611
 DR7611.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7611.GEOID18 height accuracy estimate available here.
 DR7611
 DR7611.Click photographs - Photos may exist for this station.
 DR7611
 DR7611.The dynamic height is computed by dividing the NAVD 88
 DR7611.geopotential number by the normal gravity value computed on the
 DR7611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7611.degrees latitude (g = 980.6199 gals.).
 DR7611
 DR7611.The modeled gravity was interpolated from observed gravity values.
 DR7611
 DR7611;                    North         East    Units  Estimated Accuracy
 DR7611;SPC AR S     -   634,514.      441,710.      MT  (+/- 10 meters HH2 GPS)
 DR7611
 DR7611_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU3319349630(NAD 83)
 DR7611
 DR7611                          SUPERSEDED SURVEY CONTROL
 DR7611
 DR7611.No superseded survey control is available for this station.
 DR7611
 DR7611_MARKER: DB = BENCH MARK DISK
 DR7611_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DR7611_SP_SET: HEADWALL
 DR7611_STAMPING: K 358 2021
 DR7611_MARK LOGO: ARHD
 DR7611_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR7611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR7611+STABILITY: SURFACE MOTION
 DR7611_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR7611+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2021
 DR7611
 DR7611  HISTORY     - Date     Condition        Report By
 DR7611  HISTORY     - 20211201 MONUMENTED       ARHD
 DR7611
 DR7611                          STATION DESCRIPTION
 DR7611
 DR7611'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2021 (JDH)
 DR7611'THE MARK IS LOCATED ABOUT 11.5 MI (18.5 KM) EAST OF CARLISLE, 9.3 MI
 DR7611'(15.0 KM) NORTH-NORTHEAST OF SLOVAK AND 2.1 MI (3.4 KM) EAST OF HAZEN.
 DR7611'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7611'
 DR7611'TO REACH FROM THE INTERSECTION OF US HIGHWAY 70 AND US HIGHWAY 63,
 DR7611'HEAD EAST ALONG HIGHWAY 70 FOR 0.33 MI (0.53 KM) TO THE STATION ON THE
 DR7611'LEFT, IN THE EAST END OF THE ABANDONED RAIL ROAD SOUTH HEADWALL.
 DR7611'
 DR7611'IT IS 81 FT (24.7 M) NORTH OF HIGHWAY 70 CENTERLINE AND 49 FT (14.9 M)
 DR7611'NORTH OF HIGHWAY 70 NORTH HEADWALL.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR8575 ***********************************************************************
 DR8575  DESIGNATION -  K 359
 DR8575  PID         -  DR8575
 DR8575  STATE/COUNTY-  AR/FRANKLIN
 DR8575  COUNTRY     -  US
 DR8575  USGS QUAD   -  WATALULA (2017)
 DR8575
 DR8575                         *CURRENT SURVEY CONTROL
 DR8575  ______________________________________________________________________
 DR8575* NAD 83(1986) POSITION- 35 30 38.3    (N) 093 50 57.5    (W)   HD_HELD2
 DR8575* NAVD 88 ORTHO HEIGHT -   173.932 (meters)      570.64  (feet) ADJUSTED
 DR8575  ______________________________________________________________________
 DR8575  GEOID HEIGHT    -        -29.152 (meters)                     GEOID18
 DR8575  DYNAMIC HEIGHT  -        173.772 (meters)      570.12  (feet) COMP
 DR8575  MODELED GRAVITY -    979,712.9   (mgal)                       NAVD 88
 DR8575
 DR8575  VERT ORDER      -  SECOND    CLASS I
 DR8575
 DR8575.The horizontal coordinates were established by autonomous hand held GPS
 DR8575.observations and have an estimated accuracy of +/- 10 meters.
 DR8575
 DR8575.The orthometric height was determined by differential leveling and
 DR8575.adjusted by the NATIONAL GEODETIC SURVEY
 DR8575.in February 2023.
 DR8575
 DR8575.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8575.GEOID18 height accuracy estimate available here.
 DR8575
 DR8575.Click photographs - Photos may exist for this station.
 DR8575
 DR8575.The dynamic height is computed by dividing the NAVD 88
 DR8575.geopotential number by the normal gravity value computed on the
 DR8575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR8575.degrees latitude (g = 980.6199 gals.).
 DR8575
 DR8575.The modeled gravity was interpolated from observed gravity values.
 DR8575
 DR8575;                    North         East    Units  Estimated Accuracy
 DR8575;SPC AR N     -   132,187.      232,256.      MT  (+/- 10 meters HH2 GPS)
 DR8575
 DR8575_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV2298330004(NAD 83)
 DR8575
 DR8575                          SUPERSEDED SURVEY CONTROL
 DR8575
 DR8575.No superseded survey control is available for this station.
 DR8575
 DR8575_MARKER: DB = BENCH MARK DISK
 DR8575_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DR8575_SP_SET: HEADWALL
 DR8575_STAMPING: K 359 2022
 DR8575_MARK LOGO: ARHD
 DR8575_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR8575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR8575+STABILITY: SURFACE MOTION
 DR8575_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR8575+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2022
 DR8575
 DR8575  HISTORY     - Date     Condition        Report By
 DR8575  HISTORY     - 20221102 MONUMENTED       ARHD
 DR8575
 DR8575                          STATION DESCRIPTION
 DR8575
 DR8575'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2022 (JDH)
 DR8575'THE MARK IS LOCATED ABOUT 4.6 MI (7.4 KM) SOUTHEAST OF CRAVENS, 4.5 MI
 DR8575'(7.2 KM) SOUTH-SOUTHWEST OF WATALULA AND 2.0 MI (3.2 KM) NORTHWEST OF
 DR8575'OZARK.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR8575'
 DR8575'TO REACH FROM THE INTERSECTION OF US HIGHWAY 64 AND STATE HIGHWAY 23
 DR8575'N, HEAD NORTH ALONG HIGHWAY 23 FOR 1.60 MI (2.57 KM) TO THE STATION ON
 DR8575'THE RIGHT, IN THE EAST END OF THE NORTH HEADWALL.
 DR8575'
 DR8575'IT IS 24 FT (7.3 M) SOUTHWEST OF A FENCE, 22 FT (6.7 M) NORTHEAST
 DR8575'OF HIGHWAY 23 CENTERLINE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0077 ***********************************************************************
 GF0077  DESIGNATION -  K 36
 GF0077  PID         -  GF0077
 GF0077  STATE/COUNTY-  AR/BAXTER
 GF0077  COUNTRY     -  US
 GF0077  USGS QUAD   -  MIDWAY (2017)
 GF0077
 GF0077                         *CURRENT SURVEY CONTROL
 GF0077  ______________________________________________________________________
 GF0077* NAD 83(1986) POSITION- 36 28 02.     (N) 092 28 02.     (W)   SCALED
 GF0077* NAVD 88 ORTHO HEIGHT -   334.562 (meters)     1097.64  (feet) ADJUSTED
 GF0077  ______________________________________________________________________
 GF0077  GEOID HEIGHT    -        -28.405 (meters)                     GEOID18
 GF0077  DYNAMIC HEIGHT  -        334.280 (meters)     1096.72  (feet) COMP
 GF0077  MODELED GRAVITY -    979,778.1   (mgal)                       NAVD 88
 GF0077
 GF0077  VERT ORDER      -  SECOND    CLASS 0
 GF0077
 GF0077.The horizontal coordinates were scaled from a map and have
 GF0077.an estimated accuracy of +/- 6 seconds.
 GF0077
 GF0077.The orthometric height was determined by differential leveling and
 GF0077.adjusted by the NATIONAL GEODETIC SURVEY
 GF0077.in June 1991.
 GF0077
 GF0077.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0077.GEOID18 height accuracy estimate available here.
 GF0077
 GF0077.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA477359(NAD 83)
 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
 GF0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0077.See file dsdata.pdf to determine how the superseded data were derived.
 GF0077
 GF0077_MARKER: DB = BENCH MARK DISK
 GF0077_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GF0077_STAMPING: K 36 1934
 GF0077_MARK LOGO: CGS
 GF0077_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 DR9511 ***********************************************************************
 DR9511  DESIGNATION -  K 360
 DR9511  PID         -  DR9511
 DR9511  STATE/COUNTY-  AR/FAULKNER
 DR9511  COUNTRY     -  US
 DR9511  USGS QUAD   -  HAMLET (2017)
 DR9511
 DR9511                         *CURRENT SURVEY CONTROL
 DR9511  ______________________________________________________________________
 DR9511* NAD 83(1986) POSITION- 35 05 14.5    (N) 092 21 46.0    (W)   HD_HELD2
 DR9511* NAVD 88 ORTHO HEIGHT -   102.450 (meters)      336.12  (feet) ADJUSTED
 DR9511  ______________________________________________________________________
 DR9511  GEOID HEIGHT    -        -27.825 (meters)                     GEOID18
 DR9511  DYNAMIC HEIGHT  -        102.354 (meters)      335.81  (feet) COMP
 DR9511  MODELED GRAVITY -    979,695.4   (mgal)                       NAVD 88
 DR9511
 DR9511  VERT ORDER      -  FIRST     CLASS II
 DR9511
 DR9511.The horizontal coordinates were established by autonomous hand held GPS
 DR9511.observations and have an estimated accuracy of +/- 10 meters.
 DR9511
 DR9511.The orthometric height was determined by differential leveling and
 DR9511.adjusted by the NATIONAL GEODETIC SURVEY
 DR9511.in January 2024.
 DR9511
 DR9511.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9511.GEOID18 height accuracy estimate available here.
 DR9511
 DR9511.Click photographs - Photos may exist for this station.
 DR9511
 DR9511.The dynamic height is computed by dividing the NAVD 88
 DR9511.geopotential number by the normal gravity value computed on the
 DR9511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9511.degrees latitude (g = 980.6199 gals.).
 DR9511
 DR9511.The modeled gravity was interpolated from observed gravity values.
 DR9511
 DR9511;                    North         East    Units  Estimated Accuracy
 DR9511;SPC AR N     -    83,714.      366,919.      MT  (+/- 10 meters HH2 GPS)
 DR9511
 DR9511_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5808682916(NAD 83)
 DR9511
 DR9511                          SUPERSEDED SURVEY CONTROL
 DR9511
 DR9511.No superseded survey control is available for this station.
 DR9511
 DR9511_MARKER: DB = BENCH MARK DISK
 DR9511_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DR9511+WITH SETTING: PAVEMENT
 DR9511_SP_SET: FLAG POLE BASE
 DR9511_STAMPING: K 360 2023
 DR9511_MARK LOGO: ARHD
 DR9511_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR9511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR9511+STABILITY: SURFACE MOTION
 DR9511_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9511+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2023
 DR9511
 DR9511  HISTORY     - Date     Condition        Report By
 DR9511  HISTORY     - 20230925 MONUMENTED       ARHD
 DR9511
 DR9511                          STATION DESCRIPTION
 DR9511
 DR9511'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2023 (JDH)
 DR9511'THE MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) SOUTHWEST OF HOLLAND, 4.5
 DR9511'MI (7.2 KM) EAST OF CONWAY AND 3.3 MI (5.3 KM) WEST OF HAMLET.
 DR9511'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR9511'
 DR9511'TO REACH FROM THE INTERSECTION OF US I-40 AND US HIGHWAY 64, HEAD EAST
 DR9511'ALONG HIGHWAY 64 FOR 3.37 MI (5.42 KM) TO THE STATION ON THE RIGHT, AN
 DR9511'ALUMINUM CAP SET IN THE CONCRETE BASE OF A FLAG POLE.
 DR9511'
 DR9511'IT IS 8 FT (2.4 M) SOUTHEAST OF THE EAST GATE EDGE, 8 FT (2.4 M) EAST
 DR9511'OF EDGE OF ASPHALT FOR ARDOT DRIVE AND 2 FT (0.6 M) WEST OF A FLAG
 DR9511'POLE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DS1907 ***********************************************************************
 DS1907  DESIGNATION -  K 361
 DS1907  PID         -  DS1907
 DS1907  STATE/COUNTY-  AR/SCOTT
 DS1907  COUNTRY     -  US
 DS1907  USGS QUAD   -  WALDRON (2017)
 DS1907
 DS1907                         *CURRENT SURVEY CONTROL
 DS1907  ______________________________________________________________________
 DS1907* NAD 83(1986) POSITION- 34 53 23.1    (N) 094 05 24.1    (W)   HD_HELD2
 DS1907* NAVD 88 ORTHO HEIGHT -   211.658 (meters)      694.41  (feet) ADJUSTED
 DS1907  ______________________________________________________________________
 DS1907  GEOID HEIGHT    -        -30.648 (meters)                     GEOID18
 DS1907  DYNAMIC HEIGHT  -        211.438 (meters)      693.69  (feet) COMP
 DS1907  MODELED GRAVITY -    979,590.9   (mgal)                       NAVD 88
 DS1907
 DS1907  VERT ORDER      -  FIRST     CLASS II
 DS1907
 DS1907.The horizontal coordinates were established by autonomous hand held GPS
 DS1907.observations and have an estimated accuracy of +/- 10 meters.
 DS1907
 DS1907.The orthometric height was determined by differential leveling and
 DS1907.adjusted by the NATIONAL GEODETIC SURVEY
 DS1907.in August 2024.
 DS1907
 DS1907.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS1907.GEOID18 height accuracy estimate available here.
 DS1907
 DS1907.Click photographs - Photos may exist for this station.
 DS1907
 DS1907.The dynamic height is computed by dividing the NAVD 88
 DS1907.geopotential number by the normal gravity value computed on the
 DS1907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS1907.degrees latitude (g = 980.6199 gals.).
 DS1907
 DS1907.The modeled gravity was interpolated from observed gravity values.
 DS1907
 DS1907;                    North         East    Units  Estimated Accuracy
 DS1907;SPC AR N     -    63,758.      208,962.      MT  (+/- 10 meters HH2 GPS)
 DS1907
 DS1907_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU0039761358(NAD 83)
 DS1907
 DS1907                          SUPERSEDED SURVEY CONTROL
 DS1907
 DS1907.No superseded survey control is available for this station.
 DS1907
 DS1907_MARKER: DV = VERTICAL CONTROL DISK
 DS1907_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DS1907_SP_SET: HEADWALL
 DS1907_STAMPING: K 361 2024
 DS1907_MARK LOGO: ARHD
 DS1907_PROJECTION: FLUSH
 DS1907_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS1907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS1907+STABILITY: SURFACE MOTION
 DS1907_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS1907+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2024
 DS1907
 DS1907  HISTORY     - Date     Condition        Report By
 DS1907  HISTORY     - 20240328 MONUMENTED       ARHD
 DS1907
 DS1907                          STATION DESCRIPTION
 DS1907
 DS1907'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (JDH)
 DS1907'THE MARK IS LOCATED ABOUT 8.0 MI (12.9 KM) NORTH-NORTHWEST OF BOLES,
 DS1907'6.2 MI (10.0 KM) EAST-SOUTHEAST OF HON AND IN THE TOWN OF WALDRON, AR
 DS1907'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DS1907'
 DS1907'TO REACH FROM THE INTERSECTION OF HIGHWAY 71B AND HIGHWAY 80, HEAD
 DS1907'SOUTH ON HIGHWAY 71B FOR 0.5 MI (0.8 KM) TO THE STATION ON THE RIGHT,
 DS1907'A ALUMINUM CAP SET IN NORTH END OF WEST HEADWALL.
 DS1907'
 DS1907'IT IS 84 FT (25.6 M) EAST-SOUTHEAST OF POWERPOLE, 51 FT (15.5 M) SOUTH
 DS1907'OF CENTER OF A PRIVATE DRIVE LEADING TO ALUMINUM BARN AND 18.1 FT (5.5
 DS1907'M) WEST OF THE CENTERLINE OF HIGHWAY 71B.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DS2453 ***********************************************************************
 DS2453  DESIGNATION -  K 362
 DS2453  PID         -  DS2453
 DS2453  STATE/COUNTY-  AR/COLUMBIA
 DS2453  COUNTRY     -  US
 DS2453  USGS QUAD   -  MAGNOLIA (2017)
 DS2453
 DS2453                         *CURRENT SURVEY CONTROL
 DS2453  ______________________________________________________________________
 DS2453* NAD 83(1986) POSITION- 33 16 44.8    (N) 093 14 24.0    (W)   HD_HELD2
 DS2453* NAVD 88 ORTHO HEIGHT -    88.458 (meters)      290.22  (feet) ADJUSTED
 DS2453  ______________________________________________________________________
 DS2453  GEOID HEIGHT    -        -26.443 (meters)                     GEOID18
 DS2453  DYNAMIC HEIGHT  -         88.363 (meters)      289.90  (feet) COMP
 DS2453  MODELED GRAVITY -    979,562.6   (mgal)                       NAVD 88
 DS2453
 DS2453  VERT ORDER      -  SECOND    CLASS I
 DS2453
 DS2453.The horizontal coordinates were established by autonomous hand held GPS
 DS2453.observations and have an estimated accuracy of +/- 10 meters.
 DS2453
 DS2453.The orthometric height was determined by differential leveling and
 DS2453.adjusted by the NATIONAL GEODETIC SURVEY
 DS2453.in October 2024.
 DS2453
 DS2453.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS2453.GEOID18 height accuracy estimate available here.
 DS2453
 DS2453.Click photographs - Photos may exist for this station.
 DS2453
 DS2453.The dynamic height is computed by dividing the NAVD 88
 DS2453.geopotential number by the normal gravity value computed on the
 DS2453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS2453.degrees latitude (g = 980.6199 gals.).
 DS2453
 DS2453.The modeled gravity was interpolated from observed gravity values.
 DS2453
 DS2453;                    North         East    Units  Estimated Accuracy
 DS2453;SPC AR S     -   468,628.      284,487.      MT  (+/- 10 meters HH2 GPS)
 DS2453
 DS2453_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS7765182255(NAD 83)
 DS2453
 DS2453                          SUPERSEDED SURVEY CONTROL
 DS2453
 DS2453.No superseded survey control is available for this station.
 DS2453
 DS2453_MARKER: DB = BENCH MARK DISK
 DS2453_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DS2453_SP_SET: CATCH BASIN
 DS2453_STAMPING: K 362 2024
 DS2453_MARK LOGO: ARHD
 DS2453_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS2453_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS2453_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DS2453+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2024
 DS2453
 DS2453  HISTORY     - Date     Condition        Report By
 DS2453  HISTORY     - 20240813 MONUMENTED       ARHD
 DS2453
 DS2453                          STATION DESCRIPTION
 DS2453
 DS2453'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (JDH)
 DS2453'THE MARK IS LOCATED ABOUT 6.7 MI (10.8 KM) NORTHWEST OF CALHOUN, 5.8
 DS2453'MI (9.3 KM) SOUTH-SOUTHEAST OF WALDO AND 0.9 MI (1.4 KM)
 DS2453'NORTH-NORTHWEST OF MAGNOLIA.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DS2453'
 DS2453'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 82B AND STATE HIGHWAY
 DS2453'371 HEAD NORTH ALONG HIGHWAY 82B FOR 0.85 MI (1.37 KM) TO CITY STREET
 DS2453'W STADIUM STREET.  TURN RIGHT AND GO EAST ALONG W STADIUM STREET FOR
 DS2453'0.25 MI (0.40 KM) TO THE STATION ON THE LEFT, AN ALUMINUM CAP SET IN
 DS2453'CONCRETE CATCH BASIN.
 DS2453'
 DS2453'IT IS 53 FT (16.2 M) WEST-SOUTHWEST OF POWER POLE WITH STREET LIGHT,
 DS2453'27 FT (8.2 M) WEST OF NORTH WASHINGTON STREET CENTERLINE AND 22 FT
 DS2453'(6.7 M) NORTH OF WEST STADIUM STREET CENTERLINE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DS3566 ***********************************************************************
 DS3566  DESIGNATION -  K 363
 DS3566  PID         -  DS3566
 DS3566  STATE/COUNTY-  AR/MILLER
 DS3566  COUNTRY     -  US
 DS3566  USGS QUAD   -  MANDEVILLE (2017)
 DS3566
 DS3566                         *CURRENT SURVEY CONTROL
 DS3566  ______________________________________________________________________
 DS3566* NAD 83(1986) POSITION- 33 25 43.6    (N) 093 54 02.4    (W)   HD_HELD2
 DS3566* NAVD 88 ORTHO HEIGHT -    80.838 (meters)      265.22  (feet) ADJUSTED
 DS3566  ______________________________________________________________________
 DS3566  GEOID HEIGHT    -        -26.899 (meters)                     GEOID18
 DS3566  DYNAMIC HEIGHT  -         80.752 (meters)      264.93  (feet) COMP
 DS3566  MODELED GRAVITY -    979,567.5   (mgal)                       NAVD 88
 DS3566
 DS3566  VERT ORDER      -  FIRST     CLASS II
 DS3566
 DS3566.The horizontal coordinates were established by autonomous hand held GPS
 DS3566.observations and have an estimated accuracy of +/- 10 meters.
 DS3566
 DS3566.The orthometric height was determined by differential leveling and
 DS3566.adjusted by the NATIONAL GEODETIC SURVEY
 DS3566.in January 2026.
 DS3566
 DS3566.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3566.GEOID18 height accuracy estimate available here.
 DS3566
 DS3566.Click photographs - Photos may exist for this station.
 DS3566
 DS3566.The dynamic height is computed by dividing the NAVD 88
 DS3566.geopotential number by the normal gravity value computed on the
 DS3566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS3566.degrees latitude (g = 980.6199 gals.).
 DS3566
 DS3566.The modeled gravity was interpolated from observed gravity values.
 DS3566
 DS3566;                    North         East    Units  Estimated Accuracy
 DS3566;SPC AR S     -   486,169.      223,255.      MT  (+/- 10 meters HH2 GPS)
 DS3566
 DS3566_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS1627199185(NAD 83)
 DS3566
 DS3566                          SUPERSEDED SURVEY CONTROL
 DS3566
 DS3566.No superseded survey control is available for this station.
 DS3566
 DS3566_MARKER: DB = BENCH MARK DISK
 DS3566_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DS3566_SP_SET: BRIDGE PARAPET WALL
 DS3566_STAMPING: 904 K 363 2025
 DS3566_MARK LOGO: ARHD
 DS3566_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS3566_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3566_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3566+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2025
 DS3566
 DS3566  HISTORY     - Date     Condition        Report By
 DS3566  HISTORY     - 20250513 MONUMENTED       ARHD
 DS3566
 DS3566                          STATION DESCRIPTION
 DS3566
 DS3566'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2025 (JDH)
 DS3566'THE MARK IS LOCATED ABOUT 8.0 MI (12.9 KM) EAST OF TEXARKANA, 7.8 MI
 DS3566'(12.6 KM) SOUTH OF HOMAN AND 5.1 MI (8.2 KM) SOUTHEAST OF MANDEVILLE.
 DS3566'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DS3566'
 DS3566'TO REACH FROM THE INTERSECTION OF HIGHWAY US 82 AND STATE HIGHWAY 237,
 DS3566'HEAD EAST ALONG HIGHWAY 82 FOR 4.45 MI (7.16 KM) TO THE STATION ON THE
 DS3566'RIGHT, AN ALUMINUM CAP SET IN THE SOUTHWEST CORNER OF THE BRIDGE.
 DS3566'
 DS3566'IT IS 40 FT (12.2 M) SOUTH OF HIGHWAY 82 CENTERLINE, 13 FT (4.0 M)
 DS3566'EAST OF GUARD RAIL AND 1 FT (0.3 M) SOUTHEAST OF HIGHWAY 82 OVER
 DS3566'MILLING CREEK PLACK.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DS3562 ***********************************************************************
 DS3562  DESIGNATION -  K 364
 DS3562  PID         -  DS3562
 DS3562  STATE/COUNTY-  AR/MILLER
 DS3562  COUNTRY     -  US
 DS3562  USGS QUAD   -  MANDEVILLE (2017)
 DS3562
 DS3562                         *CURRENT SURVEY CONTROL
 DS3562  ______________________________________________________________________
 DS3562* NAD 83(1986) POSITION- 33 25 46.8    (N) 093 58 14.3    (W)   HD_HELD2
 DS3562* NAVD 88 ORTHO HEIGHT -   118.435 (meters)      388.57  (feet) ADJUSTED
 DS3562  ______________________________________________________________________
 DS3562  GEOID HEIGHT    -        -26.899 (meters)                     GEOID18
 DS3562  DYNAMIC HEIGHT  -        118.309 (meters)      388.15  (feet) COMP
 DS3562  MODELED GRAVITY -    979,570.5   (mgal)                       NAVD 88
 DS3562
 DS3562  VERT ORDER      -  FIRST     CLASS II
 DS3562
 DS3562.The horizontal coordinates were established by autonomous hand held GPS
 DS3562.observations and have an estimated accuracy of +/- 10 meters.
 DS3562
 DS3562.The orthometric height was determined by differential leveling and
 DS3562.adjusted by the NATIONAL GEODETIC SURVEY
 DS3562.in January 2026.
 DS3562
 DS3562.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3562.GEOID18 height accuracy estimate available here.
 DS3562
 DS3562.Click photographs - Photos may exist for this station.
 DS3562
 DS3562.The dynamic height is computed by dividing the NAVD 88
 DS3562.geopotential number by the normal gravity value computed on the
 DS3562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS3562.degrees latitude (g = 980.6199 gals.).
 DS3562
 DS3562.The modeled gravity was interpolated from observed gravity values.
 DS3562
 DS3562;                    North         East    Units  Estimated Accuracy
 DS3562;SPC AR S     -   486,391.      216,751.      MT  (+/- 10 meters HH2 GPS)
 DS3562
 DS3562_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS0976799342(NAD 83)
 DS3562
 DS3562                          SUPERSEDED SURVEY CONTROL
 DS3562
 DS3562.No superseded survey control is available for this station.
 DS3562
 DS3562_MARKER: DB = BENCH MARK DISK
 DS3562_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DS3562_SP_SET: POWER POLE BASE
 DS3562_STAMPING: K 364 2025
 DS3562_MARK LOGO: ARHD
 DS3562_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS3562_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3562_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DS3562+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2025
 DS3562
 DS3562  HISTORY     - Date     Condition        Report By
 DS3562  HISTORY     - 20250603 MONUMENTED       ARHD
 DS3562
 DS3562                          STATION DESCRIPTION
 DS3562
 DS3562'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2025 (JDH)
 DS3562'THE MARK IS LOCATED ABOUT 9.2 MI (14.8 KM) SOUTH-SOUTHWEST OF HOMAN,
 DS3562'4.0 MI (6.4 KM) EAST-SOUTHEAST OF TEXARKANA AND 3.6 MI (5.8 KM) SOUTH
 DS3562'OF MANDEVILLE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DS3562'
 DS3562'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 237 AND US HIGHWAY 82,
 DS3562'HEAD EAST ALONG HIGHWAY 82 FOR 0.42 MI (0.68 KM) TO THE STATION ON THE
 DS3562'RIGHT, AN ALUMINUM CAP SET IN THE CONCRETE BASE OF A LARGE METAL POWER
 DS3562'POLE.
 DS3562'
 DS3562'IT IS 63 FT (19.2 M) SOUTH OF HIGHWAY 82 CENTERLINE, 33 FT (10.1 M)
 DS3562'EAST OF AN ASPHALT DRIVE AND 9 FT (2.7 M) WEST OF A METAL FENCE
 DS3562'CORNER.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DS3781 ***********************************************************************
 DS3781  DESIGNATION -  K 365
 DS3781  PID         -  DS3781
 DS3781  STATE/COUNTY-  AR/MADISON
 DS3781  COUNTRY     -  US
 DS3781  USGS QUAD   -  FORUM (2017)
 DS3781
 DS3781                         *CURRENT SURVEY CONTROL
 DS3781  ______________________________________________________________________
 DS3781* NAD 83(1986) POSITION- 36 11 01.2    (N) 093 42 23.5    (W)   HD_HELD2
 DS3781* NAVD 88 ORTHO HEIGHT -   476.486 (meters)     1563.27  (feet) ADJUSTED
 DS3781  ______________________________________________________________________
 DS3781  GEOID HEIGHT    -        -28.049 (meters)                     GEOID18
 DS3781  DYNAMIC HEIGHT  -        476.055 (meters)     1561.86  (feet) COMP
 DS3781  MODELED GRAVITY -    979,711.6   (mgal)                       NAVD 88
 DS3781
 DS3781  VERT ORDER      -  SECOND    CLASS I
 DS3781
 DS3781.The horizontal coordinates were established by autonomous hand held GPS
 DS3781.observations and have an estimated accuracy of +/- 10 meters.
 DS3781
 DS3781.The orthometric height was determined by differential leveling and
 DS3781.adjusted by the NATIONAL GEODETIC SURVEY
 DS3781.in January 2026.
 DS3781
 DS3781.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3781.GEOID18 height accuracy estimate available here.
 DS3781
 DS3781.Click photographs - Photos may exist for this station.
 DS3781
 DS3781.The dynamic height is computed by dividing the NAVD 88
 DS3781.geopotential number by the normal gravity value computed on the
 DS3781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS3781.degrees latitude (g = 980.6199 gals.).
 DS3781
 DS3781.The modeled gravity was interpolated from observed gravity values.
 DS3781
 DS3781;                    North         East    Units  Estimated Accuracy
 DS3781;SPC AR N     -   206,615.      246,500.      MT  (+/- 10 meters HH2 GPS)
 DS3781
 DS3781_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA3646904551(NAD 83)
 DS3781
 DS3781                          SUPERSEDED SURVEY CONTROL
 DS3781
 DS3781.No superseded survey control is available for this station.
 DS3781
 DS3781_MARKER: DB = BENCH MARK DISK
 DS3781_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DS3781_SP_SET: HEADWALL
 DS3781_STAMPING: K 365 2025
 DS3781_MARK LOGO: ARHD
 DS3781_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS3781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS3781+STABILITY: SURFACE MOTION
 DS3781_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3781+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2025
 DS3781
 DS3781  HISTORY     - Date     Condition        Report By
 DS3781  HISTORY     - 20250924 MONUMENTED       ARHD
 DS3781
 DS3781                          STATION DESCRIPTION
 DS3781
 DS3781'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2025 (JDH)
 DS3781'THE MARK IS LOCATED ABOUT 7.0 MI (11.3 KM) NORTH-NORTHEAST OF
 DS3781'HUNTSVILLE, 6.9 MI (11.1 KM) NORTHEAST OF HARTWELL AND IN THE TOWN OF
 DS3781'FORUM, AR.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DS3781'
 DS3781'TO REACH FROM THE INTERSECTION OF US HIGHWAY 412 AND STATE HIGHWAY
 DS3781'127, HEAD NORTH ALONG HIGHWAY 127 FOR 4.32 MI (6.95 KM) TO THE STATION
 DS3781'ON THE RIGHT, AN ALUMINUM CAP SET IN THE CENTER OF THE NORTH HEADWALL.
 DS3781'IT IS 111 FT (33.8 M) WEST OF A GRAVEL DRIVEWAY CENTERLINE, 67 FT
 DS3781'(20.4 M) EAST OF A GRAVEL DRIVEWAY CENTERLINE ANS 22 FT (6.7 M) NORTH
 DS3781'OF HIGHWAY 127 CENTERLINE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0127 ***********************************************************************
 GF0127  DESIGNATION -  K 37
 GF0127  PID         -  GF0127
 GF0127  STATE/COUNTY-  AR/MARION
 GF0127  COUNTRY     -  US
 GF0127  USGS QUAD   -  BRUNO (2017)
 GF0127
 GF0127                         *CURRENT SURVEY CONTROL
 GF0127  ______________________________________________________________________
 GF0127* NAD 83(1986) POSITION- 36 13 51.     (N) 092 47 02.     (W)   SCALED
 GF0127* NAVD 88 ORTHO HEIGHT -   204.831 (meters)      672.02  (feet) ADJUSTED
 GF0127  ______________________________________________________________________
 GF0127  GEOID HEIGHT    -        -28.431 (meters)                     GEOID18
 GF0127  DYNAMIC HEIGHT  -        204.649 (meters)      671.42  (feet) COMP
 GF0127  MODELED GRAVITY -    979,740.1   (mgal)                       NAVD 88
 GF0127
 GF0127  VERT ORDER      -  SECOND    CLASS 0
 GF0127
 GF0127.The horizontal coordinates were scaled from a map and have
 GF0127.an estimated accuracy of +/- 6 seconds.
 GF0127
 GF0127.The orthometric height was determined by differential leveling and
 GF0127.adjusted by the NATIONAL GEODETIC SURVEY
 GF0127.in June 1991.
 GF0127
 GF0127.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0127.GEOID18 height accuracy estimate available here.
 GF0127
 GF0127.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA194095(NAD 83)
 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
 GF0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0127.See file dsdata.pdf to determine how the superseded data were derived.
 GF0127
 GF0127_MARKER: DB = BENCH MARK DISK
 GF0127_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 GF0127_SP_SET: WALL
 GF0127_STAMPING: K 37 1934
 GF0127_MARK LOGO: CGS
 GF0127_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0062 ***********************************************************************
 GF0062  DESIGNATION -  K 39
 GF0062  PID         -  GF0062
 GF0062  STATE/COUNTY-  AR/IZARD
 GF0062  COUNTRY     -  US
 GF0062  USGS QUAD   -  NORFORK DAM SOUTH (2017)
 GF0062
 GF0062                         *CURRENT SURVEY CONTROL
 GF0062  ______________________________________________________________________
 GF0062* NAD 83(1986) POSITION- 36 08 09.     (N) 092 12 23.     (W)   SCALED
 GF0062* NAVD 88 ORTHO HEIGHT -   112.411 (meters)      368.80  (feet) ADJUSTED
 GF0062  ______________________________________________________________________
 GF0062  GEOID HEIGHT    -        -28.154 (meters)                     GEOID18
 GF0062  DYNAMIC HEIGHT  -        112.315 (meters)      368.49  (feet) COMP
 GF0062  MODELED GRAVITY -    979,776.5   (mgal)                       NAVD 88
 GF0062
 GF0062  VERT ORDER      -  SECOND    CLASS 0
 GF0062
 GF0062.The horizontal coordinates were scaled from a map and have
 GF0062.an estimated accuracy of +/- 6 seconds.
 GF0062
 GF0062.The orthometric height was determined by differential leveling and
 GF0062.adjusted by the NATIONAL GEODETIC SURVEY
 GF0062.in June 1991.
 GF0062
 GF0062.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0062.GEOID18 height accuracy estimate available here.
 GF0062
 GF0062.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV714993(NAD 83)
 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
 GF0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0062.See file dsdata.pdf to determine how the superseded data were derived.
 GF0062
 GF0062_MARKER: DB = BENCH MARK DISK
 GF0062_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GF0062_SP_SET: BRIDGE
 GF0062_STAMPING: K 39 1934
 GF0062_MARK LOGO: CGS
 GF0062_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GF0062
 GF0062  HISTORY     - Date     Condition        Report By
 GF0062  HISTORY     - 1934     MONUMENTED       CGS
 GF0062  HISTORY     - 20150415 MARK NOT FOUND   ARHD
 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.
 GF0062
 GF0062                          STATION RECOVERY (2015)
 GF0062
 GF0062'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 GF0062'THERE IS A NEW ABUTMENT THERE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0025 ***********************************************************************
 FF0025  DESIGNATION -  K 4
 FF0025  PID         -  FF0025
 FF0025  STATE/COUNTY-  AR/POINSETT
 FF0025  COUNTRY     -  US
 FF0025  USGS QUAD   -  MARKED TREE (2017)
 FF0025
 FF0025                         *CURRENT SURVEY CONTROL
 FF0025  ______________________________________________________________________
 FF0025* NAD 83(1986) POSITION- 35 31 01.     (N) 090 23 49.     (W)   SCALED
 FF0025* NAVD 88 ORTHO HEIGHT -    68.164 (meters)      223.63  (feet) ADJUSTED
 FF0025  ______________________________________________________________________
 FF0025  GEOID HEIGHT    -        -27.691 (meters)                     GEOID18
 FF0025  DYNAMIC HEIGHT  -         68.104 (meters)      223.44  (feet) COMP
 FF0025  MODELED GRAVITY -    979,752.4   (mgal)                       NAVD 88
 FF0025
 FF0025  VERT ORDER      -  FIRST     CLASS II
 FF0025
 FF0025.The horizontal coordinates were scaled from a map and have
 FF0025.an estimated accuracy of +/- 6 seconds.
 FF0025
 FF0025.The orthometric height was determined by differential leveling and
 FF0025.adjusted by the NATIONAL GEODETIC SURVEY
 FF0025.in June 1991.
 FF0025
 FF0025.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0025.GEOID18 height accuracy estimate available here.
 FF0025
 FF0025.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV360334(NAD 83)
 FF0025
 FF0025                          SUPERSEDED SURVEY CONTROL
 FF0025
 FF0025  NGVD 29 (10/05/93)   68.122  (m)          223.50   (f) ADJUSTED    1 2
 FF0025  NGVD 29 (??/??/87)   68.108  (m)          223.45   (f) SUPERSEDED  1 2
 FF0025
 FF0025.Superseded values are not recommended for survey control.
 FF0025
 FF0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0025.See file dsdata.pdf to determine how the superseded data were derived.
 FF0025
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0592 ***********************************************************************
 GE0592  DESIGNATION -  K 40 RESET
 GE0592  PID         -  GE0592
 GE0592  STATE/COUNTY-  AR/FULTON
 GE0592  COUNTRY     -  US
 GE0592  USGS QUAD   -  AGNOS (2017)
 GE0592
 GE0592                         *CURRENT SURVEY CONTROL
 GE0592  ______________________________________________________________________
 GE0592* NAD 83(1986) POSITION- 36 16 01.     (N) 091 40 15.     (W)   SCALED
 GE0592* NAVD 88 ORTHO HEIGHT -   255.851 (meters)      839.40  (feet) ADJUSTED
 GE0592  ______________________________________________________________________
 GE0592  GEOID HEIGHT    -        -28.196 (meters)                     GEOID18
 GE0592  DYNAMIC HEIGHT  -        255.636 (meters)      838.70  (feet) COMP
 GE0592  MODELED GRAVITY -    979,783.6   (mgal)                       NAVD 88
 GE0592
 GE0592  VERT ORDER      -  SECOND    CLASS 0
 GE0592
 GE0592.The horizontal coordinates were scaled from a map and have
 GE0592.an estimated accuracy of +/- 6 seconds.
 GE0592
 GE0592.The orthometric height was determined by differential leveling and
 GE0592.adjusted by the NATIONAL GEODETIC SURVEY
 GE0592.in June 1991.
 GE0592
 GE0592.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0592.GEOID18 height accuracy estimate available here.
 GE0592
 GE0592.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA193143(NAD 83)
 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
 GE0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0592.See file dsdata.pdf to determine how the superseded data were derived.
 GE0592
 GE0592_MARKER: DB = BENCH MARK DISK
 GE0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0592_STAMPING: K 40 1934 RESET 1955
 GE0592_MARK LOGO: CGS
 GE0592_PROJECTION: PROJECTING 18 CENTIMETERS
 GE0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0592+STABILITY: SURFACE MOTION
 GE0592_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GE0592+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2016
 GE0592
 GE0592  HISTORY     - Date     Condition        Report By
 GE0592  HISTORY     - 1955     MONUMENTED       CGS
 GE0592  HISTORY     - 20160809 GOOD             ARHD
 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.
 GE0592
 GE0592                          STATION RECOVERY (2016)
 GE0592
 GE0592'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (VJB)
 GE0592'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GE0298 ***********************************************************************
 GE0298  DESIGNATION -  K 41
 GE0298  PID         -  GE0298
 GE0298  STATE/COUNTY-  AR/RANDOLPH
 GE0298  COUNTRY     -  US
 GE0298  USGS QUAD   -  POCAHONTAS (2017)
 GE0298
 GE0298                         *CURRENT SURVEY CONTROL
 GE0298  ______________________________________________________________________
 GE0298* NAD 83(1986) POSITION- 36 20 18.     (N) 090 56 32.     (W)   SCALED
 GE0298* NAVD 88 ORTHO HEIGHT -    87.179 (meters)      286.02  (feet) ADJUSTED
 GE0298  ______________________________________________________________________
 GE0298  GEOID HEIGHT    -        -28.429 (meters)                     GEOID18
 GE0298  DYNAMIC HEIGHT  -         87.109 (meters)      285.79  (feet) COMP
 GE0298  MODELED GRAVITY -    979,826.8   (mgal)                       NAVD 88
 GE0298
 GE0298  VERT ORDER      -  SECOND    CLASS 0
 GE0298
 GE0298.The horizontal coordinates were scaled from a map and have
 GE0298.an estimated accuracy of +/- 6 seconds.
 GE0298
 GE0298.The orthometric height was determined by differential leveling and
 GE0298.adjusted by the NATIONAL GEODETIC SURVEY
 GE0298.in June 1991.
 GE0298
 GE0298.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0298.GEOID18 height accuracy estimate available here.
 GE0298
 GE0298.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA846234(NAD 83)
 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
 GE0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0298.See file dsdata.pdf to determine how the superseded data were derived.
 GE0298
 GE0298_MARKER: DB = BENCH MARK DISK
 GE0298_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GE0298_SP_SET: CULVERT HEADWALL
 GE0298_STAMPING: K 41 1934
 GE0298_MARK LOGO: CGS
 GE0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0298+STABILITY: SURFACE MOTION
 GE0298
 GE0298  HISTORY     - Date     Condition        Report By
 GE0298  HISTORY     - 1934     MONUMENTED       CGS
 GE0298  HISTORY     - 1966     MARK NOT FOUND   CGS
 GE0298
 GE0298                          STATION DESCRIPTION
 GE0298
 GE0298'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FF1133 ***********************************************************************
 FF1133  DESIGNATION -  K 43
 FF1133  PID         -  FF1133
 FF1133  STATE/COUNTY-  AR/INDEPENDENCE
 FF1133  COUNTRY     -  US
 FF1133  USGS QUAD   -  NEWARK (2017)
 FF1133
 FF1133                         *CURRENT SURVEY CONTROL
 FF1133  ______________________________________________________________________
 FF1133* NAD 83(1986) POSITION- 35 40 58.     (N) 091 23 42.     (W)   SCALED
 FF1133* NAVD 88 ORTHO HEIGHT -    71.736 (meters)      235.35  (feet) ADJUSTED
 FF1133  ______________________________________________________________________
 FF1133  GEOID HEIGHT    -        -27.550 (meters)                     GEOID18
 FF1133  DYNAMIC HEIGHT  -         71.675 (meters)      235.15  (feet) COMP
 FF1133  MODELED GRAVITY -    979,780.5   (mgal)                       NAVD 88
 FF1133
 FF1133  VERT ORDER      -  SECOND    CLASS 0
 FF1133
 FF1133.The horizontal coordinates were scaled from a map and have
 FF1133.an estimated accuracy of +/- 6 seconds.
 FF1133
 FF1133.The orthometric height was determined by differential leveling and
 FF1133.adjusted by the NATIONAL GEODETIC SURVEY
 FF1133.in June 1991.
 FF1133
 FF1133.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1133.GEOID18 height accuracy estimate available here.
 FF1133
 FF1133.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV452499(NAD 83)
 FF1133
 FF1133                          SUPERSEDED SURVEY CONTROL
 FF1133
 FF1133  NGVD 29 (11/26/84)   71.666  (m)          235.12   (f) ADJUSTED    2 0
 FF1133
 FF1133.Superseded values are not recommended for survey control.
 FF1133
 FF1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1133.See file dsdata.pdf to determine how the superseded data were derived.
 FF1133
 FF1133_MARKER: DB = BENCH MARK DISK
 FF1133_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF1133_STAMPING: K 43 1935
 FF1133_MARK LOGO: CGS
 FF1133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0941 ***********************************************************************
 FF0941  DESIGNATION -  K 44
 FF0941  PID         -  FF0941
 FF0941  STATE/COUNTY-  AR/LAWRENCE
 FF0941  COUNTRY     -  US
 FF0941  USGS QUAD   -  STRAWBERRY (2017)
 FF0941
 FF0941                         *CURRENT SURVEY CONTROL
 FF0941  ______________________________________________________________________
 FF0941* NAD 83(1986) POSITION- 35 59 21.86   (N) 091 16 22.78   (W)   HD_HELD1
 FF0941* NAVD 88 ORTHO HEIGHT -   100.768 (meters)      330.60  (feet) ADJUSTED
 FF0941  ______________________________________________________________________
 FF0941  GEOID HEIGHT    -        -28.127 (meters)                     GEOID18
 FF0941  DYNAMIC HEIGHT  -        100.682 (meters)      330.32  (feet) COMP
 FF0941  MODELED GRAVITY -    979,778.4   (mgal)                       NAVD 88
 FF0941
 FF0941  VERT ORDER      -  SECOND    CLASS 0
 FF0941
 FF0941.The horizontal coordinates were determined by differentially corrected
 FF0941.hand held GPS observations or other comparable positioning techniques
 FF0941.and have an estimated accuracy of +/- 3 meters.
 FF0941
 FF0941.The orthometric height was determined by differential leveling and
 FF0941.adjusted by the NATIONAL GEODETIC SURVEY
 FF0941.in June 1991.
 FF0941
 FF0941.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0941.GEOID18 height accuracy estimate available here.
 FF0941
 FF0941.Click photographs - Photos may exist for this station.
 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     -   183,972.1     465,555.1     MT  (+/- 3 meters HH1 GPS) 
 FF0941
 FF0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV5567984152(NAD 83)
 FF0941
 FF0941                          SUPERSEDED SURVEY CONTROL
 FF0941
 FF0941  NGVD 29 (11/26/84)  100.679  (m)          330.31   (f) ADJUSTED    2 0
 FF0941
 FF0941.Superseded values are not recommended for survey control.
 FF0941
 FF0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0941.See file dsdata.pdf to determine how the superseded data were derived.
 FF0941
 FF0941_MARKER: DB = BENCH MARK DISK
 FF0941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0941_STAMPING: K 44 1935 330.311
 FF0941_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1281 ***********************************************************************
 FG1281  DESIGNATION -  K 46
 FG1281  PID         -  FG1281
 FG1281  STATE/COUNTY-  AR/YELL
 FG1281  COUNTRY     -  US
 FG1281  USGS QUAD   -  BLUE MOUNTAIN (2017)
 FG1281
 FG1281                         *CURRENT SURVEY CONTROL
 FG1281  ______________________________________________________________________
 FG1281* NAD 83(1986) POSITION- 35 07 36.     (N) 093 38 51.     (W)   SCALED
 FG1281* NAVD 88 ORTHO HEIGHT -   153.460 (meters)      503.48  (feet) ADJUSTED
 FG1281  ______________________________________________________________________
 FG1281  GEOID HEIGHT    -        -29.812 (meters)                     GEOID18
 FG1281  DYNAMIC HEIGHT  -        153.309 (meters)      502.98  (feet) COMP
 FG1281  MODELED GRAVITY -    979,647.9   (mgal)                       NAVD 88
 FG1281
 FG1281  VERT ORDER      -  SECOND    CLASS I
 FG1281
 FG1281.The horizontal coordinates were scaled from a map and have
 FG1281.an estimated accuracy of +/- 6 seconds.
 FG1281
 FG1281.The orthometric height was determined by differential leveling and
 FG1281.adjusted by the NATIONAL GEODETIC SURVEY
 FG1281.in September 2023.
 FG1281
 FG1281.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1281.GEOID18 height accuracy estimate available here.
 FG1281
 FG1281.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU410872(NAD 83)
 FG1281
 FG1281                          SUPERSEDED SURVEY CONTROL
 FG1281
 FG1281  NAVD 88 (06/15/91)  153.448  (m)          503.44   (f) SUPERSEDED  2 0
 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
 FG1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1281.See file dsdata.pdf to determine how the superseded data were derived.
 FG1281
 FG1281_MARKER: DB = BENCH MARK DISK
 FG1281_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG1281_STAMPING: K 46 1934
 FG1281_MARK LOGO: CGS
 FG1281_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1069 ***********************************************************************
 FG1069  DESIGNATION -  K 47
 FG1069  PID         -  FG1069
 FG1069  STATE/COUNTY-  AR/POPE
 FG1069  COUNTRY     -  US
 FG1069  USGS QUAD   -  DOVER (2017)
 FG1069
 FG1069                         *CURRENT SURVEY CONTROL
 FG1069  ______________________________________________________________________
 FG1069* NAD 83(1986) POSITION- 35 24 10.     (N) 093 07 16.     (W)   SCALED
 FG1069* NAVD 88 ORTHO HEIGHT -   126.813 (meters)      416.05  (feet) ADJUSTED
 FG1069  ______________________________________________________________________
 FG1069  GEOID HEIGHT    -        -28.963 (meters)                     GEOID18
 FG1069  DYNAMIC HEIGHT  -        126.695 (meters)      415.67  (feet) COMP
 FG1069  MODELED GRAVITY -    979,699.4   (mgal)                       NAVD 88
 FG1069
 FG1069  VERT ORDER      -  SECOND    CLASS 0
 FG1069
 FG1069.The horizontal coordinates were scaled from a map and have
 FG1069.an estimated accuracy of +/- 6 seconds.
 FG1069
 FG1069.The orthometric height was determined by differential leveling and
 FG1069.adjusted by the NATIONAL GEODETIC SURVEY
 FG1069.in June 1991.
 FG1069
 FG1069.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1069.GEOID18 height accuracy estimate available here.
 FG1069
 FG1069.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV890177(NAD 83)
 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
 FG1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1069.See file dsdata.pdf to determine how the superseded data were derived.
 FG1069
 FG1069_MARKER: DB = BENCH MARK DISK
 FG1069_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG1069_STAMPING: K 47 1934
 FG1069_MARK LOGO: CGS
 FG1069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG1069
 FG1069  HISTORY     - Date     Condition        Report By
 FG1069  HISTORY     - 1934     MONUMENTED       CGS
 FG1069  HISTORY     - 1935     GOOD             CGS
 FG1069  HISTORY     - 1965     MARK NOT FOUND   LOCSUR
 FG1069  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 FG1069  HISTORY     - 20100714 MARK NOT FOUND   ARHD
 FG1069  HISTORY     - 20110926 MARK NOT FOUND   ARHD
 FG1069
 FG1069                          STATION DESCRIPTION
 FG1069
 FG1069'DESCRIBED BY COAST AND 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.
 FG1069
 FG1069                          STATION RECOVERY (2010)
 FG1069
 FG1069'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2010 (ST)
 FG1069'MARK NOT FOUND.
 FG1069
 FG1069                          STATION RECOVERY (2011)
 FG1069
 FG1069'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (SES)
 FG1069'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0050 ***********************************************************************
 FG0050  DESIGNATION -  K 48
 FG0050  PID         -  FG0050
 FG0050  STATE/COUNTY-  AR/VAN BUREN
 FG0050  COUNTRY     -  US
 FG0050  USGS QUAD   -  CLINTON (2017)
 FG0050
 FG0050                         *CURRENT SURVEY CONTROL
 FG0050  ______________________________________________________________________
 FG0050* NAD 83(1986) POSITION- 35 36 25.     (N) 092 24 40.     (W)   SCALED
 FG0050* NAVD 88 ORTHO HEIGHT -   157.725 (meters)      517.47  (feet) ADJUSTED
 FG0050  ______________________________________________________________________
 FG0050  GEOID HEIGHT    -        -27.879 (meters)                     GEOID18
 FG0050  DYNAMIC HEIGHT  -        157.582 (meters)      517.00  (feet) COMP
 FG0050  MODELED GRAVITY -    979,728.1   (mgal)                       NAVD 88
 FG0050
 FG0050  VERT ORDER      -  SECOND    CLASS 0
 FG0050
 FG0050.The horizontal coordinates were scaled from a map and have
 FG0050.an estimated accuracy of +/- 6 seconds.
 FG0050
 FG0050.The orthometric height was determined by differential leveling and
 FG0050.adjusted by the NATIONAL GEODETIC SURVEY
 FG0050.in June 1991.
 FG0050
 FG0050.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0050.GEOID18 height accuracy estimate available here.
 FG0050
 FG0050.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV533405(NAD 83)
 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
 FG0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0050.See file dsdata.pdf to determine how the superseded data were derived.
 FG0050
 FG0050_MARKER: DB = BENCH MARK DISK
 FG0050_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0050_STAMPING: K 48 1934
 FG0050_MARK LOGO: CGS
 FG0050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0050
 FG0050  HISTORY     - Date     Condition        Report By
 FG0050  HISTORY     - 1934     MONUMENTED       CGS
 FG0050  HISTORY     - 1935     GOOD             CGS
 FG0050  HISTORY     - 1973     POOR             USGS
 FG0050  HISTORY     - 20150826 MARK NOT FOUND   ARHD
 FG0050
 FG0050                          STATION DESCRIPTION
 FG0050
 FG0050'DESCRIBED BY COAST AND 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.
 FG0050
 FG0050                          STATION RECOVERY (2015)
 FG0050
 FG0050'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 FG0050'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0353 ***********************************************************************
 FG0353  DESIGNATION -  K 49
 FG0353  PID         -  FG0353
 FG0353  STATE/COUNTY-  AR/CONWAY
 FG0353  COUNTRY     -  US
 FG0353  USGS QUAD   -  MORRILTON EAST (2017)
 FG0353
 FG0353                         *CURRENT SURVEY CONTROL
 FG0353  ______________________________________________________________________
 FG0353* NAD 83(1986) POSITION- 35 11 01.     (N) 092 44 08.     (W)   SCALED
 FG0353* NAVD 88 ORTHO HEIGHT -   111.071 (meters)      364.41  (feet) ADJUSTED
 FG0353  ______________________________________________________________________
 FG0353  GEOID HEIGHT    -        -28.587 (meters)                     GEOID18
 FG0353  DYNAMIC HEIGHT  -        110.966 (meters)      364.06  (feet) COMP
 FG0353  MODELED GRAVITY -    979,690.4   (mgal)                       NAVD 88
 FG0353
 FG0353  VERT ORDER      -  SECOND    CLASS 0
 FG0353
 FG0353.The horizontal coordinates were scaled from a map and have
 FG0353.an estimated accuracy of +/- 6 seconds.
 FG0353
 FG0353.The orthometric height was determined by differential leveling and
 FG0353.adjusted by the NATIONAL GEODETIC SURVEY
 FG0353.in June 1991.
 FG0353
 FG0353.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0353.GEOID18 height accuracy estimate available here.
 FG0353
 FG0353.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU240934(NAD 83)
 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
 FG0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0353.See file dsdata.pdf to determine how the superseded data were derived.
 FG0353
 FG0353_MARKER: DB = BENCH MARK DISK
 FG0353_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0353_STAMPING: K 49 1934
 FG0353_MARK LOGO: CGS
 FG0353_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0353
 FG0353  HISTORY     - Date     Condition        Report By
 FG0353  HISTORY     - 1934     MONUMENTED       CGS
 FG0353  HISTORY     - 1958     MARK NOT FOUND   CGS
 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 GF0475 ***********************************************************************
 GF0475  DESIGNATION -  K 51 RESET
 GF0475  PID         -  GF0475
 GF0475  STATE/COUNTY-  AR/MADISON
 GF0475  COUNTRY     -  US
 GF0475  USGS QUAD   -  HUNTSVILLE (2017)
 GF0475
 GF0475                         *CURRENT SURVEY CONTROL
 GF0475  ______________________________________________________________________
 GF0475* NAD 83(1986) POSITION- 36 02 24.57   (N) 093 42 22.95   (W)   HD_HELD1
 GF0475* NAVD 88 ORTHO HEIGHT -   401.96  (meters)     1318.8   (feet) RESET
 GF0475  ______________________________________________________________________
 GF0475  GEOID HEIGHT    -        -27.976 (meters)                     GEOID18
 GF0475  VERT ORDER      -  THIRD
 GF0475
 GF0475.The horizontal coordinates were determined by differentially corrected
 GF0475.hand held GPS observations or other comparable positioning techniques
 GF0475.and have an estimated accuracy of +/- 3 meters.
 GF0475
 GF0475.The orthometric height was computed from unverified reset data.
 GF0475
 GF0475.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0475.GEOID18 height accuracy estimate available here.
 GF0475
 GF0475.Click photographs - Photos may exist for this station.
 GF0475
 GF0475;                    North         East    Units  Estimated Accuracy
 GF0475;SPC AR N     -   190,693.8     246,237.7     MT  (+/- 3 meters HH1 GPS) 
 GF0475
 GF0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV3636788633(NAD 83)
 GF0475
 GF0475                          SUPERSEDED SURVEY CONTROL
 GF0475
 GF0475.No superseded survey control is available for this station.
 GF0475
 GF0475_MARKER: DB = BENCH MARK DISK
 GF0475_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GF0475_SP_SET: CULVERT HEADWALL
 GF0475_STAMPING: K 51 RESET 1962
 GF0475_MARK LOGO: CGS
 GF0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0475+STABILITY: SURFACE MOTION
 GF0475_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GF0475+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2012
 GF0475
 GF0475  HISTORY     - Date     Condition        Report By
 GF0475  HISTORY     - 1962     MONUMENTED       CGS
 GF0475  HISTORY     - 20120910 GOOD             ARHD
 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.
 GF0475
 GF0475                          STATION RECOVERY (2012)
 GF0475
 GF0475'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (AMC)
 GF0475'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1323 ***********************************************************************
 FG1323  DESIGNATION -  K 52
 FG1323  PID         -  FG1323
 FG1323  STATE/COUNTY-  AR/MADISON
 FG1323  COUNTRY     -  US
 FG1323  USGS QUAD   -  DURHAM (2017)
 FG1323
 FG1323                         *CURRENT SURVEY CONTROL
 FG1323  ______________________________________________________________________
 FG1323* NAD 83(1986) POSITION- 35 55 26.     (N) 093 56 22.     (W)   SCALED
 FG1323* NAVD 88 ORTHO HEIGHT -   390.079 (meters)     1279.78  (feet) ADJUSTED
 FG1323  ______________________________________________________________________
 FG1323  GEOID HEIGHT    -        -28.014 (meters)                     GEOID18
 FG1323  DYNAMIC HEIGHT  -        389.720 (meters)     1278.61  (feet) COMP
 FG1323  MODELED GRAVITY -    979,700.4   (mgal)                       NAVD 88
 FG1323
 FG1323  VERT ORDER      -  SECOND    CLASS 0
 FG1323
 FG1323.The horizontal coordinates were scaled from a map and have
 FG1323.an estimated accuracy of +/- 6 seconds.
 FG1323
 FG1323.The orthometric height was determined by differential leveling and
 FG1323.adjusted by the NATIONAL GEODETIC SURVEY
 FG1323.in June 1991.
 FG1323
 FG1323.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1323.GEOID18 height accuracy estimate available here.
 FG1323
 FG1323.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV152759(NAD 83)
 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
 FG1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1323.See file dsdata.pdf to determine how the superseded data were derived.
 FG1323
 FG1323_MARKER: DB = BENCH MARK DISK
 FG1323_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG1323_STAMPING: K 52 1934
 FG1323_MARK LOGO: CGS
 FG1323_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2396 ***********************************************************************
 EH2396  DESIGNATION -  K 53
 EH2396  PID         -  EH2396
 EH2396  STATE/COUNTY-  AR/LONOKE
 EH2396  COUNTRY     -  US
 EH2396  USGS QUAD   -  ENGLAND (2017)
 EH2396
 EH2396                         *CURRENT SURVEY CONTROL
 EH2396  ______________________________________________________________________
 EH2396* NAD 83(1986) POSITION- 34 32 39.     (N) 091 58 11.     (W)   SCALED
 EH2396* NAVD 88 ORTHO HEIGHT -    71.794 (meters)      235.54  (feet) ADJUSTED
 EH2396  ______________________________________________________________________
 EH2396  GEOID HEIGHT    -        -26.303 (meters)                     GEOID18
 EH2396  DYNAMIC HEIGHT  -         71.726 (meters)      235.32  (feet) COMP
 EH2396  MODELED GRAVITY -    979,695.0   (mgal)                       NAVD 88
 EH2396
 EH2396  VERT ORDER      -  SECOND    CLASS 0
 EH2396
 EH2396.The horizontal coordinates were scaled from a map and have
 EH2396.an estimated accuracy of +/- 6 seconds.
 EH2396
 EH2396.The orthometric height was determined by differential leveling and
 EH2396.adjusted by the NATIONAL GEODETIC SURVEY
 EH2396.in June 1991.
 EH2396
 EH2396.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2396.GEOID18 height accuracy estimate available here.
 EH2396
 EH2396.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU945229(NAD 83)
 EH2396
 EH2396                          SUPERSEDED SURVEY CONTROL
 EH2396
 EH2396  NGVD 29 (11/26/84)   71.833  (m)          235.67   (f) ADJUSTED    2 0
 EH2396
 EH2396.Superseded values are not recommended for survey control.
 EH2396
 EH2396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2396.See file dsdata.pdf to determine how the superseded data were derived.
 EH2396
 EH2396_MARKER: DB = BENCH MARK DISK
 EH2396_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH2396_SP_SET: BUILDING
 EH2396_STAMPING: K 53 1934
 EH2396_MARK LOGO: CGS
 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
 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'RAIWAY STATION N0 LONGER EXISTS, NOW A PARK.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1682 ***********************************************************************
 EH1682  DESIGNATION -  K 54
 EH1682  PID         -  EH1682
 EH1682  STATE/COUNTY-  AR/JEFFERSON
 EH1682  COUNTRY     -  US
 EH1682  USGS QUAD   -  ROB ROY (2017)
 EH1682
 EH1682                         *CURRENT SURVEY CONTROL
 EH1682  ______________________________________________________________________
 EH1682* NAD 83(1986) POSITION- 34 18 07.     (N) 091 53 01.     (W)   SCALED
 EH1682* NAVD 88 ORTHO HEIGHT -    62.950 (meters)      206.53  (feet) ADJUSTED
 EH1682  ______________________________________________________________________
 EH1682  GEOID HEIGHT    -        -26.091 (meters)                     GEOID18
 EH1682  DYNAMIC HEIGHT  -         62.889 (meters)      206.33  (feet) COMP
 EH1682  MODELED GRAVITY -    979,670.5   (mgal)                       NAVD 88
 EH1682
 EH1682  VERT ORDER      -  SECOND    CLASS 0
 EH1682
 EH1682.The horizontal coordinates were scaled from a map and have
 EH1682.an estimated accuracy of +/- 6 seconds.
 EH1682
 EH1682.The orthometric height was determined by differential leveling and
 EH1682.adjusted by the NATIONAL GEODETIC SURVEY
 EH1682.in June 1991.
 EH1682
 EH1682.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1682.GEOID18 height accuracy estimate available here.
 EH1682
 EH1682.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT027961(NAD 83)
 EH1682
 EH1682                          SUPERSEDED SURVEY CONTROL
 EH1682
 EH1682  NGVD 29 (11/26/84)   62.976  (m)          206.61   (f) ADJUSTED    2 0
 EH1682
 EH1682.Superseded values are not recommended for survey control.
 EH1682
 EH1682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1682.See file dsdata.pdf to determine how the superseded data were derived.
 EH1682
 EH1682_MARKER: DB = BENCH MARK DISK
 EH1682_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EH1682_STAMPING: K 54 1934
 EH1682_MARK LOGO: CGS
 EH1682_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1233 ***********************************************************************
 EH1233  DESIGNATION -  K 55
 EH1233  PID         -  EH1233
 EH1233  STATE/COUNTY-  AR/MONROE
 EH1233  COUNTRY     -  US
 EH1233  USGS QUAD   -  DE VALLS BLUFF SE (2017)
 EH1233
 EH1233                         *CURRENT SURVEY CONTROL
 EH1233  ______________________________________________________________________
 EH1233* NAD 83(1986) POSITION- 34 48 24.     (N) 091 16 13.     (W)   SCALED
 EH1233* NAVD 88 ORTHO HEIGHT -    57.946 (meters)      190.11  (feet) ADJUSTED
 EH1233  ______________________________________________________________________
 EH1233  GEOID HEIGHT    -        -26.865 (meters)                     GEOID18
 EH1233  DYNAMIC HEIGHT  -         57.892 (meters)      189.93  (feet) COMP
 EH1233  MODELED GRAVITY -    979,706.4   (mgal)                       NAVD 88
 EH1233
 EH1233  VERT ORDER      -  FIRST     CLASS II
 EH1233
 EH1233.The horizontal coordinates were scaled from a map and have
 EH1233.an estimated accuracy of +/- 6 seconds.
 EH1233
 EH1233.The orthometric height was determined by differential leveling and
 EH1233.adjusted by the NATIONAL GEODETIC SURVEY
 EH1233.in June 1991.
 EH1233
 EH1233.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1233.GEOID18 height accuracy estimate available here.
 EH1233
 EH1233.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU582529(NAD 83)
 EH1233
 EH1233                          SUPERSEDED SURVEY CONTROL
 EH1233
 EH1233  NGVD 29 (11/26/84)   57.954  (m)          190.14   (f) ADJUSTED    1 2
 EH1233
 EH1233.Superseded values are not recommended for survey control.
 EH1233
 EH1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1233.See file dsdata.pdf to determine how the superseded data were derived.
 EH1233
 EH1233_MARKER: DB = BENCH MARK DISK
 EH1233_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH1233_SP_SET: BUILDING
 EH1233_STAMPING: K 55 1935
 EH1233_MARK LOGO: CGS
 EH1233_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH1233_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1233+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2007
 EH1233
 EH1233  HISTORY     - Date     Condition        Report By
 EH1233  HISTORY     - 1935     MONUMENTED       CGS
 EH1233  HISTORY     - 1955     GOOD             CGS
 EH1233  HISTORY     - 20030423 GOOD             USACE
 EH1233  HISTORY     - 20070412 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.
 EH1233
 EH1233                          STATION RECOVERY (2007)
 EH1233
 EH1233'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2007 (JMH)
 EH1233'FOUND GOOD AS DESCRIBED.  OLD MILITARY ROAD IS NOW ARK HIWAY 302.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1352 ***********************************************************************
 EH1352  DESIGNATION -  K 57
 EH1352  PID         -  EH1352
 EH1352  STATE/COUNTY-  AR/ARKANSAS
 EH1352  COUNTRY     -  US
 EH1352  USGS QUAD   -  DE WITT SW (2017)
 EH1352
 EH1352                         *CURRENT SURVEY CONTROL
 EH1352  ______________________________________________________________________
 EH1352* NAD 83(1986) POSITION- 34 18 07.7    (N) 091 24 09.0    (W)   HD_HELD2
 EH1352* NAVD 88 ORTHO HEIGHT -    60.602 (meters)      198.83  (feet) ADJUSTED
 EH1352  ______________________________________________________________________
 EH1352  GEOID HEIGHT    -        -26.381 (meters)                     GEOID18
 EH1352  DYNAMIC HEIGHT  -         60.543 (meters)      198.63  (feet) COMP
 EH1352  MODELED GRAVITY -    979,666.8   (mgal)                       NAVD 88
 EH1352
 EH1352  VERT ORDER      -  SECOND    CLASS I
 EH1352
 EH1352.The horizontal coordinates were established by autonomous hand held GPS
 EH1352.observations and have an estimated accuracy of +/- 10 meters.
 EH1352
 EH1352.The orthometric height was determined by differential leveling and
 EH1352.adjusted by the NATIONAL GEODETIC SURVEY
 EH1352.in September 2022.
 EH1352
 EH1352.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1352.GEOID18 height accuracy estimate available here.
 EH1352
 EH1352.Click photographs - Photos may exist for this station.
 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     -   581,555.      455,000.      MT  (+/- 10 meters HH2 GPS)
 EH1352
 EH1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT4700896812(NAD 83)
 EH1352
 EH1352                          SUPERSEDED SURVEY CONTROL
 EH1352
 EH1352  NAVD 88 (08/03/93)   60.645  (m)          198.97   (f) SUPERSEDED  1 2
 EH1352  NAVD 88 (06/15/91)   60.710  (m)          199.18   (f) SUPERSEDED  1 2
 EH1352  NGVD 29 (11/26/84)   60.718  (m)          199.21   (f) ADJUSTED    1 2
 EH1352
 EH1352.Superseded values are not recommended for survey control.
 EH1352
 EH1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1352.See file dsdata.pdf to determine how the superseded data were derived.
 EH1352
 EH1352_MARKER: DB = BENCH MARK DISK
 EH1352_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EH1352_STAMPING: K 57 1935
 EH1352_MARK LOGO: CGS
 EH1352_PROJECTION: PROJECTING 9 CENTIMETERS
 EH1352_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1352_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH1352+SATELLITE: SATELLITE OBSERVATIONS - January 19, 2022
 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  HISTORY     - 20220119 GOOD             ARHD
 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.
 EH1352
 EH1352                          STATION RECOVERY (2022)
 EH1352
 EH1352'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2022 (JDH)
 EH1352'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EK0039 ***********************************************************************
 EK0039  DESIGNATION -  K 58
 EK0039  PID         -  EK0039
 EK0039  STATE/COUNTY-  AR/POLK
 EK0039  COUNTRY     -  US
 EK0039  USGS QUAD   -  RICH MOUNTAIN (2017)
 EK0039
 EK0039                         *CURRENT SURVEY CONTROL
 EK0039  ______________________________________________________________________
 EK0039* NAD 83(1986) POSITION- 34 40 46.     (N) 094 17 39.     (W)   SCALED
 EK0039* NAVD 88 ORTHO HEIGHT -   441.661 (meters)     1449.02  (feet) ADJUSTED
 EK0039  ______________________________________________________________________
 EK0039  GEOID HEIGHT    -        -30.565 (meters)                     GEOID18
 EK0039  DYNAMIC HEIGHT  -        441.175 (meters)     1447.42  (feet) COMP
 EK0039  MODELED GRAVITY -    979,522.6   (mgal)                       NAVD 88
 EK0039
 EK0039  VERT ORDER      -  SECOND    CLASS 0
 EK0039
 EK0039.The horizontal coordinates were scaled from a map and have
 EK0039.an estimated accuracy of +/- 6 seconds.
 EK0039
 EK0039.The orthometric height was determined by differential leveling and
 EK0039.adjusted by the NATIONAL GEODETIC SURVEY
 EK0039.in June 1991.
 EK0039
 EK0039.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0039.GEOID18 height accuracy estimate available here.
 EK0039
 EK0039.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU814382(NAD 83)
 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
 EK0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0039.See file dsdata.pdf to determine how the superseded data were derived.
 EK0039
 EK0039_MARKER: DB = BENCH MARK DISK
 EK0039_SETTING: 66 = SET IN ROCK OUTCROP
 EK0039_STAMPING: K 58 1934
 EK0039_MARK LOGO: CGS
 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             CGS
 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 COAST AND GEODETIC SURVEY 1961
 EK0039'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1316 ***********************************************************************
 EJ1316  DESIGNATION -  K 59
 EJ1316  PID         -  EJ1316
 EJ1316  STATE/COUNTY-  AR/HOT SPRING
 EJ1316  COUNTRY     -  US
 EJ1316  USGS QUAD   -  BONNERDALE (2017)
 EJ1316
 EJ1316                         *CURRENT SURVEY CONTROL
 EJ1316  ______________________________________________________________________
 EJ1316* NAD 83(1986) POSITION- 34 23 05.     (N) 093 22 55.     (W)   SCALED
 EJ1316* NAVD 88 ORTHO HEIGHT -   199.410 (meters)      654.23  (feet) ADJUSTED
 EJ1316  ______________________________________________________________________
 EJ1316  GEOID HEIGHT    -        -27.643 (meters)                     GEOID18
 EJ1316  DYNAMIC HEIGHT  -        199.209 (meters)      653.57  (feet) COMP
 EJ1316  MODELED GRAVITY -    979,623.5   (mgal)                       NAVD 88
 EJ1316
 EJ1316  VERT ORDER      -  SECOND    CLASS 0
 EJ1316
 EJ1316.The horizontal coordinates were scaled from a map and have
 EJ1316.an estimated accuracy of +/- 6 seconds.
 EJ1316
 EJ1316.The orthometric height was determined by differential leveling and
 EJ1316.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1316.in June 1991.
 EJ1316
 EJ1316.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1316.GEOID18 height accuracy estimate available here.
 EJ1316
 EJ1316.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU648048(NAD 83)
 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
 EJ1316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1316.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1316
 EJ1316_MARKER: DB = BENCH MARK DISK
 EJ1316_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EJ1316_SP_SET: CULVERT HEADWALL
 EJ1316_STAMPING: K 59 1934
 EJ1316_MARK LOGO: CGS
 EJ1316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1316+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0109 ***********************************************************************
 GF0109  DESIGNATION -  K 6
 GF0109  PID         -  GF0109
 GF0109  STATE/COUNTY-  AR/BOONE
 GF0109  COUNTRY     -  US
 GF0109  USGS QUAD   -  EVERTON (2017)
 GF0109
 GF0109                         *CURRENT SURVEY CONTROL
 GF0109  ______________________________________________________________________
 GF0109* NAD 83(1986) POSITION- 36 10 03.     (N) 092 56 13.     (W)   SCALED
 GF0109* NAVD 88 ORTHO HEIGHT -   315.487 (meters)     1035.06  (feet) ADJUSTED
 GF0109  ______________________________________________________________________
 GF0109  GEOID HEIGHT    -        -28.353 (meters)                     GEOID18
 GF0109  DYNAMIC HEIGHT  -        315.207 (meters)     1034.14  (feet) COMP
 GF0109  MODELED GRAVITY -    979,735.6   (mgal)                       NAVD 88
 GF0109
 GF0109  VERT ORDER      -  FIRST     CLASS II
 GF0109
 GF0109.The horizontal coordinates were scaled from a map and have
 GF0109.an estimated accuracy of +/- 6 seconds.
 GF0109
 GF0109.The orthometric height was determined by differential leveling and
 GF0109.adjusted by the NATIONAL GEODETIC SURVEY
 GF0109.in June 1991.
 GF0109
 GF0109.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0109.GEOID18 height accuracy estimate available here.
 GF0109
 GF0109.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA056025(NAD 83)
 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
 GF0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0109.See file dsdata.pdf to determine how the superseded data were derived.
 GF0109
 GF0109_MARKER: DB = BENCH MARK DISK
 GF0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0109_STAMPING: K 6 1931
 GF0109_MARK LOGO: CGS
 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             CGS
 GF0109
 GF0109                          STATION DESCRIPTION
 GF0109
 GF0109'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EK0158 ***********************************************************************
 EK0158  DESIGNATION -  K 60
 EK0158  PID         -  EK0158
 EK0158  STATE/COUNTY-  AR/HOWARD
 EK0158  COUNTRY     -  US
 EK0158  USGS QUAD   -  DIERKS (2017)
 EK0158
 EK0158                         *CURRENT SURVEY CONTROL
 EK0158  ______________________________________________________________________
 EK0158* NAD 83(1986) POSITION- 34 04 02.     (N) 094 03 53.     (W)   SCALED
 EK0158* NAVD 88 ORTHO HEIGHT -   107.945 (meters)      354.15  (feet) ADJUSTED
 EK0158  ______________________________________________________________________
 EK0158  GEOID HEIGHT    -        -27.711 (meters)                     GEOID18
 EK0158  DYNAMIC HEIGHT  -        107.835 (meters)      353.79  (feet) COMP
 EK0158  MODELED GRAVITY -    979,620.3   (mgal)                       NAVD 88
 EK0158
 EK0158  VERT ORDER      -  SECOND    CLASS 0
 EK0158
 EK0158.The horizontal coordinates were scaled from a map and have
 EK0158.an estimated accuracy of +/- 6 seconds.
 EK0158
 EK0158.The orthometric height was determined by differential leveling and
 EK0158.adjusted by the NATIONAL GEODETIC SURVEY
 EK0158.in June 1991.
 EK0158
 EK0158.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0158.GEOID18 height accuracy estimate available here.
 EK0158
 EK0158.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT017701(NAD 83)
 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
 EK0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0158.See file dsdata.pdf to determine how the superseded data were derived.
 EK0158
 EK0158_MARKER: DB = BENCH MARK DISK
 EK0158_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EK0158_STAMPING: K 60 1934
 EK0158_MARK LOGO: CGS
 EK0158_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0158
 EK0158  HISTORY     - Date     Condition        Report By
 EK0158  HISTORY     - 1934     MONUMENTED       CGS
 EK0158  HISTORY     - 1962     GOOD             CGS
 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 COAST AND GEODETIC SURVEY 1962
 EK0158'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL1020 ***********************************************************************
 DL1020  DESIGNATION -  K 62
 DL1020  PID         -  DL1020
 DL1020  STATE/COUNTY-  AR/HEMPSTEAD
 DL1020  COUNTRY     -  US
 DL1020  USGS QUAD   -  WASHINGTON (2017)
 DL1020
 DL1020                         *CURRENT SURVEY CONTROL
 DL1020  ______________________________________________________________________
 DL1020* NAD 83(1986) POSITION- 33 50 53.     (N) 093 43 12.     (W)   SCALED
 DL1020* NAVD 88 ORTHO HEIGHT -   120.420 (meters)      395.08  (feet) ADJUSTED
 DL1020  ______________________________________________________________________
 DL1020  GEOID HEIGHT    -        -27.076 (meters)                     GEOID18
 DL1020  DYNAMIC HEIGHT  -        120.297 (meters)      394.67  (feet) COMP
 DL1020  MODELED GRAVITY -    979,610.9   (mgal)                       NAVD 88
 DL1020
 DL1020  VERT ORDER      -  SECOND    CLASS 0
 DL1020
 DL1020.The horizontal coordinates were scaled from a map and have
 DL1020.an estimated accuracy of +/- 6 seconds.
 DL1020
 DL1020.The orthometric height was determined by differential leveling and
 DL1020.adjusted by the NATIONAL GEODETIC SURVEY
 DL1020.in June 1991.
 DL1020
 DL1020.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1020.GEOID18 height accuracy estimate available here.
 DL1020
 DL1020.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT333455(NAD 83)
 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
 DL1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1020.See file dsdata.pdf to determine how the superseded data were derived.
 DL1020
 DL1020_MARKER: DB = BENCH MARK DISK
 DL1020_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL1020_SP_SET: BUILDING
 DL1020_STAMPING: K 62 1935
 DL1020_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 DM0149 ***********************************************************************
 DM0149  DESIGNATION -  K 63
 DM0149  PID         -  DM0149
 DM0149  STATE/COUNTY-  AR/MILLER
 DM0149  COUNTRY     -  US
 DM0149  USGS QUAD   -  TEXARKANA (2019)
 DM0149
 DM0149                         *CURRENT SURVEY CONTROL
 DM0149  ______________________________________________________________________
 DM0149* NAD 83(1986) POSITION- 33 26 07.     (N) 094 01 19.     (W)   SCALED
 DM0149* NAVD 88 ORTHO HEIGHT -    96.933 (meters)      318.02  (feet) ADJUSTED
 DM0149  ______________________________________________________________________
 DM0149  GEOID HEIGHT    -        -26.916 (meters)                     GEOID18
 DM0149  DYNAMIC HEIGHT  -         96.830 (meters)      317.68  (feet) COMP
 DM0149  MODELED GRAVITY -    979,572.8   (mgal)                       NAVD 88
 DM0149
 DM0149  VERT ORDER      -  SECOND    CLASS 0
 DM0149
 DM0149.The horizontal coordinates were scaled from a map and have
 DM0149.an estimated accuracy of +/- 6 seconds.
 DM0149
 DM0149.The orthometric height was determined by differential leveling and
 DM0149.adjusted by the NATIONAL GEODETIC SURVEY
 DM0149.in June 1991.
 DM0149
 DM0149.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM0149.GEOID18 height accuracy estimate available here.
 DM0149
 DM0149.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT050000(NAD 83)
 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
 DM0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0149.See file dsdata.pdf to determine how the superseded data were derived.
 DM0149
 DM0149_MARKER: DB = BENCH MARK DISK
 DM0149_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM0149_SP_SET: UNSPECIFIED
 DM0149_STAMPING: K 63 1935
 DM0149_MARK LOGO: CGS
 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   CGS
 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DL0455 ***********************************************************************
 DL0455  DESIGNATION -  K 64 RESET
 DL0455  PID         -  DL0455
 DL0455  STATE/COUNTY-  AR/NEVADA
 DL0455  COUNTRY     -  US
 DL0455  USGS QUAD   -  EMMET (2017)
 DL0455
 DL0455                         *CURRENT SURVEY CONTROL
 DL0455  ______________________________________________________________________
 DL0455* NAD 83(1986) POSITION- 33 43 35.5    (N) 093 28 05.9    (W)   HD_HELD2
 DL0455* NAVD 88 ORTHO HEIGHT -    99.27  (meters)      325.7   (feet) RESET
 DL0455  ______________________________________________________________________
 DL0455  GEOID HEIGHT    -        -26.889 (meters)                     GEOID18
 DL0455  VERT ORDER      -  THIRD
 DL0455
 DL0455.The horizontal coordinates were established by autonomous hand held GPS
 DL0455.observations and have an estimated accuracy of +/- 10 meters.
 DL0455
 DL0455.The orthometric height was computed from unverified reset data.
 DL0455
 DL0455.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0455.GEOID18 height accuracy estimate available here.
 DL0455
 DL0455.Click photographs - Photos may exist for this station.
 DL0455
 DL0455;                    North         East    Units  Estimated Accuracy
 DL0455;SPC AR S     -   518,527.      263,932.      MT  (+/- 10 meters HH2 GPS)
 DL0455
 DL0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT5661431933(NAD 83)
 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
 DL0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0455.See file dsdata.pdf to determine how the superseded data were derived.
 DL0455
 DL0455_MARKER: DV = VERTICAL CONTROL DISK
 DL0455_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL0455_SP_SET: CONCRETE PORCH
 DL0455_STAMPING: K 64 RESET 1975
 DL0455_MARK LOGO: NGS
 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 = MARCH 20, 2026 22:17:28 EDT
 DK1047 ***********************************************************************
 DK1047  DESIGNATION -  K 65
 DK1047  PID         -  DK1047
 DK1047  STATE/COUNTY-  AR/CHICOT
 DK1047  COUNTRY     -  US
 DK1047  USGS QUAD   -  EMPIRE (2017)
 DK1047
 DK1047                         *CURRENT SURVEY CONTROL
 DK1047  ______________________________________________________________________
 DK1047* NAD 83(1986) POSITION- 33 07 10.     (N) 091 26 29.     (W)   SCALED
 DK1047* NAVD 88 ORTHO HEIGHT -    32.417 (meters)      106.35  (feet) ADJUSTED
 DK1047  ______________________________________________________________________
 DK1047  GEOID HEIGHT    -        -25.902 (meters)                     GEOID18
 DK1047  DYNAMIC HEIGHT  -         32.383 (meters)      106.24  (feet) COMP
 DK1047  MODELED GRAVITY -    979,586.8   (mgal)                       NAVD 88
 DK1047
 DK1047  VERT ORDER      -  SECOND    CLASS 0
 DK1047
 DK1047.The horizontal coordinates were scaled from a map and have
 DK1047.an estimated accuracy of +/- 6 seconds.
 DK1047
 DK1047.The orthometric height was determined by differential leveling and
 DK1047.adjusted by the NATIONAL GEODETIC SURVEY
 DK1047.in June 1991.
 DK1047
 DK1047.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1047.GEOID18 height accuracy estimate available here.
 DK1047
 DK1047.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS454656(NAD 83)
 DK1047
 DK1047                          SUPERSEDED SURVEY CONTROL
 DK1047
 DK1047  NGVD 29 (11/26/84)   32.532  (m)          106.73   (f) ADJUSTED    2 0
 DK1047
 DK1047.Superseded values are not recommended for survey control.
 DK1047
 DK1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1047.See file dsdata.pdf to determine how the superseded data were derived.
 DK1047
 DK1047_MARKER: DB = BENCH MARK DISK
 DK1047_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DK1047_STAMPING: K 65 1935
 DK1047_MARK LOGO: CGS
 DK1047_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0476 ***********************************************************************
 FG0476  DESIGNATION -  K 67
 FG0476  PID         -  FG0476
 FG0476  STATE/COUNTY-  AR/POPE
 FG0476  COUNTRY     -  US
 FG0476  USGS QUAD   -  HATTIEVILLE (2017)
 FG0476
 FG0476                         *CURRENT SURVEY CONTROL
 FG0476  ______________________________________________________________________
 FG0476* NAD 83(1986) POSITION- 35 22 14.14   (N) 092 52 16.32   (W)   HD_HELD1
 FG0476* NAVD 88 ORTHO HEIGHT -   116.851 (meters)      383.37  (feet) ADJUSTED
 FG0476  ______________________________________________________________________
 FG0476  GEOID HEIGHT    -        -28.673 (meters)                     GEOID18
 FG0476  DYNAMIC HEIGHT  -        116.742 (meters)      383.01  (feet) COMP
 FG0476  MODELED GRAVITY -    979,702.1   (mgal)                       NAVD 88
 FG0476
 FG0476  VERT ORDER      -  SECOND    CLASS 0
 FG0476
 FG0476.The horizontal coordinates were determined by differentially corrected
 FG0476.hand held GPS observations or other comparable positioning techniques
 FG0476.and have an estimated accuracy of +/- 3 meters.
 FG0476
 FG0476.The orthometric height was determined by differential leveling and
 FG0476.adjusted by the NATIONAL GEODETIC SURVEY
 FG0476.in June 1991.
 FG0476
 FG0476.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0476.GEOID18 height accuracy estimate available here.
 FG0476
 FG0476.Click photographs - Photos may exist for this station.
 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     -   115,425.3     320,835.5     MT  (+/- 3 meters HH1 GPS) 
 FG0476
 FG0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV1169914149(NAD 83)
 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
 FG0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0476.See file dsdata.pdf to determine how the superseded data were derived.
 FG0476
 FG0476_MARKER: DB = BENCH MARK DISK
 FG0476_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0476_STAMPING: K 67 1935
 FG0476_MARK LOGO: CGS
 FG0476_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0166 ***********************************************************************
 FG0166  DESIGNATION -  K 68
 FG0166  PID         -  FG0166
 FG0166  STATE/COUNTY-  AR/FAULKNER
 FG0166  COUNTRY     -  US
 FG0166  USGS QUAD   -  GREENBRIER (2017)
 FG0166
 FG0166                         *CURRENT SURVEY CONTROL
 FG0166  ______________________________________________________________________
 FG0166* NAD 83(1986) POSITION- 35 14 57.     (N) 092 23 15.     (W)   SCALED
 FG0166* NAVD 88 ORTHO HEIGHT -   134.398 (meters)      440.94  (feet) ADJUSTED
 FG0166  ______________________________________________________________________
 FG0166  GEOID HEIGHT    -        -28.023 (meters)                     GEOID18
 FG0166  DYNAMIC HEIGHT  -        134.272 (meters)      440.52  (feet) COMP
 FG0166  MODELED GRAVITY -    979,696.4   (mgal)                       NAVD 88
 FG0166
 FG0166  VERT ORDER      -  SECOND    CLASS 0
 FG0166
 FG0166.The horizontal coordinates were scaled from a map and have
 FG0166.an estimated accuracy of +/- 6 seconds.
 FG0166
 FG0166.The orthometric height was determined by differential leveling and
 FG0166.adjusted by the NATIONAL GEODETIC SURVEY
 FG0166.in June 1991.
 FG0166
 FG0166.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0166.GEOID18 height accuracy estimate available here.
 FG0166
 FG0166.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV557008(NAD 83)
 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
 FG0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0166.See file dsdata.pdf to determine how the superseded data were derived.
 FG0166
 FG0166_MARKER: DB = BENCH MARK DISK
 FG0166_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0166_STAMPING: K 68 1934
 FG0166_MARK LOGO: CGS
 FG0166_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0166
 FG0166  HISTORY     - Date     Condition        Report By
 FG0166  HISTORY     - 1934     MONUMENTED       CGS
 FG0166  HISTORY     - 20150411 MARK NOT FOUND   ARHD
 FG0166
 FG0166                          STATION DESCRIPTION
 FG0166
 FG0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 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.
 FG0166
 FG0166                          STATION RECOVERY (2015)
 FG0166
 FG0166'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (WDA)
 FG0166'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0107 ***********************************************************************
 FG0107  DESIGNATION -  K 69
 FG0107  PID         -  FG0107
 FG0107  STATE/COUNTY-  AR/FAULKNER
 FG0107  COUNTRY     -  US
 FG0107  USGS QUAD   -  VILONIA (2017)
 FG0107
 FG0107                         *CURRENT SURVEY CONTROL
 FG0107  ______________________________________________________________________
 FG0107* NAD 83(1986) POSITION- 35 06 13.08   (N) 092 07 43.96   (W)   HD_HELD1
 FG0107* NAVD 88 ORTHO HEIGHT -    96.515 (meters)      316.65  (feet) ADJUSTED
 FG0107  ______________________________________________________________________
 FG0107  GEOID HEIGHT    -        -27.554 (meters)                     GEOID18
 FG0107  DYNAMIC HEIGHT  -         96.425 (meters)      316.35  (feet) COMP
 FG0107  MODELED GRAVITY -    979,702.8   (mgal)                       NAVD 88
 FG0107
 FG0107  VERT ORDER      -  SECOND    CLASS 0
 FG0107
 FG0107.The horizontal coordinates were determined by differentially corrected
 FG0107.hand held GPS observations or other comparable positioning techniques
 FG0107.and have an estimated accuracy of +/- 3 meters.
 FG0107
 FG0107.The orthometric height was determined by differential leveling and
 FG0107.adjusted by the NATIONAL GEODETIC SURVEY
 FG0107.in June 1991.
 FG0107
 FG0107.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0107.GEOID18 height accuracy estimate available here.
 FG0107
 FG0107.Click photographs - Photos may exist for this station.
 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     -    85,466.1     388,250.2     MT  (+/- 3 meters HH1 GPS) 
 FG0107
 FG0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7939284882(NAD 83)
 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
 FG0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0107.See file dsdata.pdf to determine how the superseded data were derived.
 FG0107
 FG0107_MARKER: DB = BENCH MARK DISK
 FG0107_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0107_STAMPING: K 69 1934
 FG0107_MARK LOGO: CGS
 FG0107_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0107
 FG0107  HISTORY     - Date     Condition        Report By
 FG0107  HISTORY     - 1934     MONUMENTED       CGS
 FG0107  HISTORY     - 1940     GOOD             CGS
 FG0107  HISTORY     - 20050317 MARK NOT FOUND   ARHD
 FG0107  HISTORY     - 20110719 MARK NOT FOUND   ARHD
 FG0107
 FG0107                          STATION DESCRIPTION
 FG0107
 FG0107'DESCRIBED BY COAST AND 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 DEPARTMENT OF TRANSPORTATION 2005 (VJB)
 FG0107'MARK NOT FOUND.
 FG0107
 FG0107                          STATION RECOVERY (2011)
 FG0107
 FG0107'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (SES)
 FG0107'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0035 ***********************************************************************
 FG0035  DESIGNATION -  K 7
 FG0035  PID         -  FG0035
 FG0035  STATE/COUNTY-  AR/VAN BUREN
 FG0035  COUNTRY     -  US
 FG0035  USGS QUAD   -  SHIRLEY (2017)
 FG0035
 FG0035                         *CURRENT SURVEY CONTROL
 FG0035  ______________________________________________________________________
 FG0035* NAD 83(1986) POSITION- 35 42 28.     (N) 092 19 29.     (W)   SCALED
 FG0035* NAVD 88 ORTHO HEIGHT -   182.864 (meters)      599.95  (feet) ADJUSTED
 FG0035  ______________________________________________________________________
 FG0035  GEOID HEIGHT    -        -27.739 (meters)                     GEOID18
 FG0035  DYNAMIC HEIGHT  -        182.693 (meters)      599.39  (feet) COMP
 FG0035  MODELED GRAVITY -    979,694.7   (mgal)                       NAVD 88
 FG0035
 FG0035  VERT ORDER      -  FIRST     CLASS II
 FG0035
 FG0035.The horizontal coordinates were scaled from a map and have
 FG0035.an estimated accuracy of +/- 6 seconds.
 FG0035
 FG0035.The orthometric height was determined by differential leveling and
 FG0035.adjusted by the NATIONAL GEODETIC SURVEY
 FG0035.in June 1991.
 FG0035
 FG0035.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0035.GEOID18 height accuracy estimate available here.
 FG0035
 FG0035.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV610517(NAD 83)
 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
 FG0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0035.See file dsdata.pdf to determine how the superseded data were derived.
 FG0035
 FG0035_MARKER: DB = BENCH MARK DISK
 FG0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0035_STAMPING: K 7 1931
 FG0035_MARK LOGO: CGS
 FG0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0035+STABILITY: SURFACE MOTION
 FG0035
 FG0035  HISTORY     - Date     Condition        Report By
 FG0035  HISTORY     - 1931     MONUMENTED       CGS
 FG0035  HISTORY     - 1935     MARK NOT FOUND   CGS
 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 COAST AND GEODETIC SURVEY 1935
 FG0035'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0007 ***********************************************************************
 EJ0007  DESIGNATION -  K 70
 EJ0007  PID         -  EJ0007
 EJ0007  STATE/COUNTY-  AR/PULASKI
 EJ0007  COUNTRY     -  US
 EJ0007  USGS QUAD   -  MAYFLOWER (2017)
 EJ0007
 EJ0007                         *CURRENT SURVEY CONTROL
 EJ0007  ______________________________________________________________________
 EJ0007* NAD 83(1986) POSITION- 34 52 48.     (N) 092 24 46.     (W)   SCALED
 EJ0007* NAVD 88 ORTHO HEIGHT -    92.762 (meters)      304.34  (feet) ADJUSTED
 EJ0007  ______________________________________________________________________
 EJ0007  GEOID HEIGHT    -        -27.254 (meters)                     GEOID18
 EJ0007  DYNAMIC HEIGHT  -         92.676 (meters)      304.05  (feet) COMP
 EJ0007  MODELED GRAVITY -    979,700.3   (mgal)                       NAVD 88
 EJ0007
 EJ0007  VERT ORDER      -  SECOND    CLASS I
 EJ0007
 EJ0007.The horizontal coordinates were scaled from a map and have
 EJ0007.an estimated accuracy of +/- 6 seconds.
 EJ0007
 EJ0007.The orthometric height was determined by differential leveling and
 EJ0007.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0007.in September 2023.
 EJ0007
 EJ0007.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0007.GEOID18 height accuracy estimate available here.
 EJ0007
 EJ0007.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU536598(NAD 83)
 EJ0007
 EJ0007                          SUPERSEDED SURVEY CONTROL
 EJ0007
 EJ0007  NAVD 88 (06/15/91)   92.762  (m)          304.34   (f) SUPERSEDED  2 0
 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
 EJ0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0007.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0007
 EJ0007_MARKER: DB = BENCH MARK DISK
 EJ0007_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0007_STAMPING: K 70 1934
 EJ0007_MARK LOGO: CGS
 EJ0007_PROJECTION: PROJECTING 3 CENTIMETERS
 EJ0007_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0007
 EJ0007  HISTORY     - Date     Condition        Report By
 EJ0007  HISTORY     - 1934     MONUMENTED       CGS
 EJ0007  HISTORY     - 1967     GOOD             CGS
 EJ0007  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0007
 EJ0007                          STATION DESCRIPTION
 EJ0007
 EJ0007'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG0403 ***********************************************************************
 FG0403  DESIGNATION -  K 71
 FG0403  PID         -  FG0403
 FG0403  STATE/COUNTY-  AR/PERRY
 FG0403  COUNTRY     -  US
 FG0403  USGS QUAD   -  HOUSTON (2017)
 FG0403
 FG0403                         *CURRENT SURVEY CONTROL
 FG0403  ______________________________________________________________________
 FG0403* NAD 83(1986) POSITION- 35 03 04.     (N) 092 43 00.     (W)   SCALED
 FG0403* NAVD 88 ORTHO HEIGHT -   117.659 (meters)      386.02  (feet) ADJUSTED
 FG0403  ______________________________________________________________________
 FG0403  GEOID HEIGHT    -        -28.346 (meters)                     GEOID18
 FG0403  DYNAMIC HEIGHT  -        117.547 (meters)      385.65  (feet) COMP
 FG0403  MODELED GRAVITY -    979,685.0   (mgal)                       NAVD 88
 FG0403
 FG0403  VERT ORDER      -  SECOND    CLASS I
 FG0403
 FG0403.The horizontal coordinates were scaled from a map and have
 FG0403.an estimated accuracy of +/- 6 seconds.
 FG0403
 FG0403.The orthometric height was determined by differential leveling and
 FG0403.adjusted by the NATIONAL GEODETIC SURVEY
 FG0403.in September 2023.
 FG0403
 FG0403.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0403.GEOID18 height accuracy estimate available here.
 FG0403
 FG0403.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU258787(NAD 83)
 FG0403
 FG0403                          SUPERSEDED SURVEY CONTROL
 FG0403
 FG0403  NAVD 88 (06/15/91)  117.680  (m)          386.09   (f) SUPERSEDED  2 0
 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
 FG0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0403.See file dsdata.pdf to determine how the superseded data were derived.
 FG0403
 FG0403_MARKER: DB = BENCH MARK DISK
 FG0403_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0403_STAMPING: K 71 1934
 FG0403_MARK LOGO: CGS
 FG0403_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0403
 FG0403  HISTORY     - Date     Condition        Report By
 FG0403  HISTORY     - 1934     MONUMENTED       CGS
 FG0403  HISTORY     - 1960     MARK NOT FOUND   CGS
 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 COAST AND GEODETIC SURVEY 1960
 FG0403'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0315 ***********************************************************************
 FG0315  DESIGNATION -  K 72
 FG0315  PID         -  FG0315
 FG0315  STATE/COUNTY-  AR/POPE
 FG0315  COUNTRY     -  US
 FG0315  USGS QUAD   -  ATKINS (2017)
 FG0315
 FG0315                         *CURRENT SURVEY CONTROL
 FG0315  ______________________________________________________________________
 FG0315* NAD 83(1986) POSITION- 35 14 30.20   (N) 092 54 27.03   (W)   HD_HELD1
 FG0315* NAVD 88 ORTHO HEIGHT -   101.347 (meters)      332.50  (feet) ADJUSTED
 FG0315  ______________________________________________________________________
 FG0315  GEOID HEIGHT    -        -28.814 (meters)                     GEOID18
 FG0315  DYNAMIC HEIGHT  -        101.252 (meters)      332.19  (feet) COMP
 FG0315  MODELED GRAVITY -    979,696.1   (mgal)                       NAVD 88
 FG0315
 FG0315  VERT ORDER      -  SECOND    CLASS I
 FG0315
 FG0315.The horizontal coordinates were determined by differentially corrected
 FG0315.hand held GPS observations or other comparable positioning techniques
 FG0315.and have an estimated accuracy of +/- 3 meters.
 FG0315
 FG0315.The orthometric height was determined by differential leveling and
 FG0315.adjusted by the NATIONAL GEODETIC SURVEY
 FG0315.in September 2023.
 FG0315
 FG0315.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0315.GEOID18 height accuracy estimate available here.
 FG0315
 FG0315.Click photographs - Photos may exist for this station.
 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     -   101,158.5     317,404.6     MT  (+/- 3 meters HH1 GPS) 
 FG0315
 FG0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU0841599853(NAD 83)
 FG0315
 FG0315                          SUPERSEDED SURVEY CONTROL
 FG0315
 FG0315  NAVD 88 (06/15/91)  101.350  (m)          332.51   (f) SUPERSEDED  1 2
 FG0315  NGVD 29 (??/??/92)  101.366  (m)          332.57   (f) ADJ UNCH    1 2
 FG0315
 FG0315.Superseded values are not recommended for survey control.
 FG0315
 FG0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0315.See file dsdata.pdf to determine how the superseded data were derived.
 FG0315
 FG0315_MARKER: DB = BENCH MARK DISK
 FG0315_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0315_STAMPING: K 72 1934
 FG0315_MARK LOGO: CGS
 FG0315_PROJECTION: RECESSED 3 CENTIMETERS
 FG0315_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0315
 FG0315  HISTORY     - Date     Condition        Report By
 FG0315  HISTORY     - 1934     MONUMENTED       CGS
 FG0315  HISTORY     - 1967     GOOD             CGS
 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  HISTORY     - 20120214 MARK NOT FOUND   ARHD
 FG0315
 FG0315                          STATION DESCRIPTION
 FG0315
 FG0315'DESCRIBED BY COAST AND 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.
 FG0315
 FG0315                          STATION RECOVERY (2012)
 FG0315
 FG0315'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (AMC)
 FG0315'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1234 ***********************************************************************
 FF1234  DESIGNATION -  K 74
 FF1234  PID         -  FF1234
 FF1234  STATE/COUNTY-  AR/WOODRUFF
 FF1234  COUNTRY     -  US
 FF1234  USGS QUAD   -  GRAYS (2017)
 FF1234
 FF1234                         *CURRENT SURVEY CONTROL
 FF1234  ______________________________________________________________________
 FF1234* NAD 83(1986) POSITION- 35 13 29.     (N) 091 14 04.     (W)   SCALED
 FF1234* NAVD 88 ORTHO HEIGHT -    60.572 (meters)      198.73  (feet) ADJUSTED
 FF1234  ______________________________________________________________________
 FF1234  GEOID HEIGHT    -        -27.338 (meters)                     GEOID18
 FF1234  DYNAMIC HEIGHT  -         60.517 (meters)      198.55  (feet) COMP
 FF1234  MODELED GRAVITY -    979,730.2   (mgal)                       NAVD 88
 FF1234
 FF1234  VERT ORDER      -  SECOND    CLASS 0
 FF1234
 FF1234.The horizontal coordinates were scaled from a map and have
 FF1234.an estimated accuracy of +/- 6 seconds.
 FF1234
 FF1234.The orthometric height was determined by differential leveling and
 FF1234.adjusted by the NATIONAL GEODETIC SURVEY
 FF1234.in June 1991.
 FF1234
 FF1234.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1234.GEOID18 height accuracy estimate available here.
 FF1234
 FF1234.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU606993(NAD 83)
 FF1234
 FF1234                          SUPERSEDED SURVEY CONTROL
 FF1234
 FF1234  NGVD 29 (11/26/84)   60.536  (m)          198.61   (f) ADJUSTED    2 0
 FF1234
 FF1234.Superseded values are not recommended for survey control.
 FF1234
 FF1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1234.See file dsdata.pdf to determine how the superseded data were derived.
 FF1234
 FF1234_MARKER: DB = BENCH MARK DISK
 FF1234_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF1234_STAMPING: K 74 1934
 FF1234_MARK LOGO: CGS
 FF1234_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1157 ***********************************************************************
 FF1157  DESIGNATION -  K 75
 FF1157  PID         -  FF1157
 FF1157  STATE/COUNTY-  AR/JACKSON
 FF1157  COUNTRY     -  US
 FF1157  USGS QUAD   -  GRUBBS (2017)
 FF1157
 FF1157                         *CURRENT SURVEY CONTROL
 FF1157  ______________________________________________________________________
 FF1157* NAD 83(1986) POSITION- 35 38 56.     (N) 091 02 48.     (W)   SCALED
 FF1157* NAVD 88 ORTHO HEIGHT -    69.133 (meters)      226.81  (feet) ADJUSTED
 FF1157  ______________________________________________________________________
 FF1157  GEOID HEIGHT    -        -27.608 (meters)                     GEOID18
 FF1157  DYNAMIC HEIGHT  -         69.074 (meters)      226.62  (feet) COMP
 FF1157  MODELED GRAVITY -    979,773.3   (mgal)                       NAVD 88
 FF1157
 FF1157  VERT ORDER      -  SECOND    CLASS 0
 FF1157
 FF1157.The horizontal coordinates were scaled from a map and have
 FF1157.an estimated accuracy of +/- 6 seconds.
 FF1157
 FF1157.The orthometric height was determined by differential leveling and
 FF1157.adjusted by the NATIONAL GEODETIC SURVEY
 FF1157.in June 1991.
 FF1157
 FF1157.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1157.GEOID18 height accuracy estimate available here.
 FF1157
 FF1157.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV768467(NAD 83)
 FF1157
 FF1157                          SUPERSEDED SURVEY CONTROL
 FF1157
 FF1157  NGVD 29 (11/26/84)   69.062  (m)          226.58   (f) ADJUSTED    2 0
 FF1157
 FF1157.Superseded values are not recommended for survey control.
 FF1157
 FF1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1157.See file dsdata.pdf to determine how the superseded data were derived.
 FF1157
 FF1157_MARKER: DB = BENCH MARK DISK
 FF1157_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF1157_STAMPING: K 75 1934
 FF1157_MARK LOGO: CGS
 FF1157_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0791 ***********************************************************************
 FF0791  DESIGNATION -  K 76
 FF0791  PID         -  FF0791
 FF0791  STATE/COUNTY-  AR/POINSETT
 FF0791  COUNTRY     -  US
 FF0791  USGS QUAD   -  HARRISBURG (2017)
 FF0791
 FF0791                         *CURRENT SURVEY CONTROL
 FF0791  ______________________________________________________________________
 FF0791* NAD 83(1986) POSITION- 35 34 41.     (N) 090 43 15.     (W)   SCALED
 FF0791* NAVD 88 ORTHO HEIGHT -    84.516 (meters)      277.28  (feet) ADJUSTED
 FF0791  ______________________________________________________________________
 FF0791  GEOID HEIGHT    -        -27.625 (meters)                     GEOID18
 FF0791  DYNAMIC HEIGHT  -         84.442 (meters)      277.04  (feet) COMP
 FF0791  MODELED GRAVITY -    979,756.6   (mgal)                       NAVD 88
 FF0791
 FF0791  VERT ORDER      -  FIRST     CLASS II
 FF0791
 FF0791.The horizontal coordinates were scaled from a map and have
 FF0791.an estimated accuracy of +/- 6 seconds.
 FF0791
 FF0791.The orthometric height was determined by differential leveling and
 FF0791.adjusted by the NATIONAL GEODETIC SURVEY
 FF0791.in June 1991.
 FF0791
 FF0791.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0791.GEOID18 height accuracy estimate available here.
 FF0791
 FF0791.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV065395(NAD 83)
 FF0791
 FF0791                          SUPERSEDED SURVEY CONTROL
 FF0791
 FF0791  NGVD 29 (11/26/84)   84.458  (m)          277.09   (f) ADJUSTED    1 2
 FF0791
 FF0791.Superseded values are not recommended for survey control.
 FF0791
 FF0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0791.See file dsdata.pdf to determine how the superseded data were derived.
 FF0791
 FF0791_MARKER: DB = BENCH MARK DISK
 FF0791_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF0791_STAMPING: K 76 1934
 FF0791_MARK LOGO: CGS
 FF0791_PROJECTION: PROJECTING 8 CENTIMETERS
 FF0791_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1311 ***********************************************************************
 FF1311  DESIGNATION -  K 8
 FF1311  PID         -  FF1311
 FF1311  STATE/COUNTY-  AR/WHITE
 FF1311  COUNTRY     -  US
 FF1311  USGS QUAD   -  KENSETT (2017)
 FF1311
 FF1311                         *CURRENT SURVEY CONTROL
 FF1311  ______________________________________________________________________
 FF1311* NAD 83(1986) POSITION- 35 13 55.1    (N) 091 40 28.0    (W)   HD_HELD2
 FF1311* NAVD 88 ORTHO HEIGHT -    67.318 (meters)      220.86  (feet) ADJUSTED
 FF1311  ______________________________________________________________________
 FF1311  GEOID HEIGHT    -        -27.350 (meters)                     GEOID18
 FF1311  DYNAMIC HEIGHT  -         67.257 (meters)      220.66  (feet) COMP
 FF1311  MODELED GRAVITY -    979,733.7   (mgal)                       NAVD 88
 FF1311
 FF1311  VERT ORDER      -  SECOND    CLASS I
 FF1311
 FF1311.The horizontal coordinates were established by autonomous hand held GPS
 FF1311.observations and have an estimated accuracy of +/- 10 meters.
 FF1311
 FF1311.The orthometric height was determined by differential leveling and
 FF1311.adjusted by the NATIONAL GEODETIC SURVEY
 FF1311.in November 2018.
 FF1311
 FF1311.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1311.GEOID18 height accuracy estimate available here.
 FF1311
 FF1311.Click photographs - Photos may exist for this station.
 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     -    99,745.      429,634.      MT  (+/- 10 meters HH2 GPS)
 FF1311
 FF1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU2062099573(NAD 83)
 FF1311
 FF1311                          SUPERSEDED SURVEY CONTROL
 FF1311
 FF1311  NAVD 88 (06/15/91)   67.297  (m)          220.79   (f) SUPERSEDED  1 2
 FF1311  NGVD 29 (11/26/84)   67.253  (m)          220.65   (f) ADJUSTED    1 2
 FF1311
 FF1311.Superseded values are not recommended for survey control.
 FF1311
 FF1311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1311.See file dsdata.pdf to determine how the superseded data were derived.
 FF1311
 FF1311_MARKER: DB = BENCH MARK DISK
 FF1311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1311_STAMPING: 222.646 K 8 1931
 FF1311_MARK LOGO: CGS
 FF1311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1311+STABILITY: SURFACE MOTION
 FF1311_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1311+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2018
 FF1311
 FF1311  HISTORY     - Date     Condition        Report By
 FF1311  HISTORY     - 1931     MONUMENTED       CGS
 FF1311  HISTORY     - 1935     GOOD             CGS
 FF1311  HISTORY     - 1990     POOR             USPSQD
 FF1311  HISTORY     - 20180820 GOOD             ARHD
 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.
 FF1311
 FF1311                          STATION RECOVERY (2018)
 FF1311
 FF1311'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (BAB)
 FF1311'THE MARK HAS SOME SCRATCHES ON TOP, BUT STILL IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0564 ***********************************************************************
 EJ0564  DESIGNATION -  K 80
 EJ0564  PID         -  EJ0564
 EJ0564  STATE/COUNTY-  AR/GRANT
 EJ0564  COUNTRY     -  US
 EJ0564  USGS QUAD   -  PRAGUE (2017)
 EJ0564
 EJ0564                         *CURRENT SURVEY CONTROL
 EJ0564  ______________________________________________________________________
 EJ0564* NAD 83(1986) POSITION- 34 17 31.     (N) 092 17 59.     (W)   SCALED
 EJ0564* NAVD 88 ORTHO HEIGHT -    87.691 (meters)      287.70  (feet) ADJUSTED
 EJ0564  ______________________________________________________________________
 EJ0564  GEOID HEIGHT    -        -26.022 (meters)                     GEOID18
 EJ0564  DYNAMIC HEIGHT  -         87.606 (meters)      287.42  (feet) COMP
 EJ0564  MODELED GRAVITY -    979,671.5   (mgal)                       NAVD 88
 EJ0564
 EJ0564  VERT ORDER      -  SECOND    CLASS 0
 EJ0564
 EJ0564.The horizontal coordinates were scaled from a map and have
 EJ0564.an estimated accuracy of +/- 6 seconds.
 EJ0564
 EJ0564.The orthometric height was determined by differential leveling and
 EJ0564.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0564.in June 1991.
 EJ0564
 EJ0564.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0564.GEOID18 height accuracy estimate available here.
 EJ0564
 EJ0564.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT644947(NAD 83)
 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
 EJ0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0564.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0564
 EJ0564_MARKER: DB = BENCH MARK DISK
 EJ0564_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0564_STAMPING: K 80 1935
 EJ0564_MARK LOGO: CGS
 EJ0564_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0564
 EJ0564  HISTORY     - Date     Condition        Report By
 EJ0564  HISTORY     - 1935     MONUMENTED       CGS
 EJ0564  HISTORY     - 1937     GOOD             ARGS
 EJ0564  HISTORY     - 20080108 MARK NOT FOUND   ARHD
 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.
 EJ0564
 EJ0564                          STATION RECOVERY (2008)
 EJ0564
 EJ0564'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2008 (WDA)
 EJ0564'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0689 ***********************************************************************
 EJ0689  DESIGNATION -  K 81
 EJ0689  PID         -  EJ0689
 EJ0689  STATE/COUNTY-  AR/DALLAS
 EJ0689  COUNTRY     -  US
 EJ0689  USGS QUAD   -  LEOLA (2017)
 EJ0689
 EJ0689                         *CURRENT SURVEY CONTROL
 EJ0689  ______________________________________________________________________
 EJ0689* NAD 83(1986) POSITION- 34 08 08.57   (N) 092 34 54.73   (W)   HD_HELD1
 EJ0689* NAVD 88 ORTHO HEIGHT -    97.718 (meters)      320.60  (feet) ADJUSTED
 EJ0689  ______________________________________________________________________
 EJ0689  GEOID HEIGHT    -        -26.216 (meters)                     GEOID18
 EJ0689  DYNAMIC HEIGHT  -         97.621 (meters)      320.28  (feet) COMP
 EJ0689  MODELED GRAVITY -    979,645.2   (mgal)                       NAVD 88
 EJ0689
 EJ0689  VERT ORDER      -  SECOND    CLASS 0
 EJ0689
 EJ0689.The horizontal coordinates were determined by differentially corrected
 EJ0689.hand held GPS observations or other comparable positioning techniques
 EJ0689.and have an estimated accuracy of +/- 3 meters.
 EJ0689
 EJ0689.The orthometric height was determined by differential leveling and
 EJ0689.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0689.in June 1991.
 EJ0689
 EJ0689.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0689.GEOID18 height accuracy estimate available here.
 EJ0689
 EJ0689.Click photographs - Photos may exist for this station.
 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     -   563,088.0     346,334.3     MT  (+/- 3 meters HH1 GPS) 
 EJ0689
 EJ0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT3855277282(NAD 83)
 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
 EJ0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0689.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0689
 EJ0689_MARKER: DB = BENCH MARK DISK
 EJ0689_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0689_STAMPING: K 81 1935
 EJ0689_MARK LOGO: CGS
 EJ0689_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0689
 EJ0689  HISTORY     - Date     Condition        Report By
 EJ0689  HISTORY     - 1935     MONUMENTED       CGS
 EJ0689  HISTORY     - 20160622 MARK NOT FOUND   ARHD
 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.
 EJ0689
 EJ0689                          STATION RECOVERY (2016)
 EJ0689
 EJ0689'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 EJ0689'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1340 ***********************************************************************
 EH1340  DESIGNATION -  K 82
 EH1340  PID         -  EH1340
 EH1340  STATE/COUNTY-  AR/ARKANSAS
 EH1340  COUNTRY     -  US
 EH1340  USGS QUAD   -  DE WITT (2017)
 EH1340
 EH1340                         *CURRENT SURVEY CONTROL
 EH1340  ______________________________________________________________________
 EH1340* NAD 83(1986) POSITION- 34 16 03.     (N) 091 20 41.     (W)   SCALED
 EH1340* NAVD 88 ORTHO HEIGHT -    60.323 (meters)      197.91  (feet) ADJUSTED
 EH1340  ______________________________________________________________________
 EH1340  GEOID HEIGHT    -        -26.385 (meters)                     GEOID18
 EH1340  DYNAMIC HEIGHT  -         60.264 (meters)      197.72  (feet) COMP
 EH1340  MODELED GRAVITY -    979,663.7   (mgal)                       NAVD 88
 EH1340
 EH1340  VERT ORDER      -  FIRST     CLASS II
 EH1340
 EH1340.The horizontal coordinates were scaled from a map and have
 EH1340.an estimated accuracy of +/- 6 seconds.
 EH1340
 EH1340.The orthometric height was determined by differential leveling and
 EH1340.adjusted by the NATIONAL GEODETIC SURVEY
 EH1340.in August 1993.
 EH1340
 EH1340.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1340.GEOID18 height accuracy estimate available here.
 EH1340
 EH1340.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT523930(NAD 83)
 EH1340
 EH1340                          SUPERSEDED SURVEY CONTROL
 EH1340
 EH1340  NAVD 88 (06/15/91)   60.282  (m)          197.78   (f) SUPERSEDED  1 2
 EH1340  NGVD 29 (11/26/84)   60.349  (m)          198.00   (f) ADJUSTED    1 2
 EH1340
 EH1340.Superseded values are not recommended for survey control.
 EH1340
 EH1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1340.See file dsdata.pdf to determine how the superseded data were derived.
 EH1340
 EH1340_MARKER: DB = BENCH MARK DISK
 EH1340_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EH1340_STAMPING: K 82 1935
 EH1340_MARK LOGO: CGS
 EH1340_PROJECTION: PROJECTING 3 CENTIMETERS
 EH1340_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 DK1412 ***********************************************************************
 DK1412  DESIGNATION -  K 83
 DK1412  PID         -  DK1412
 DK1412  STATE/COUNTY-  AR/DREW
 DK1412  COUNTRY     -  US
 DK1412  USGS QUAD   -  COLLINS (2017)
 DK1412
 DK1412                         *CURRENT SURVEY CONTROL
 DK1412  ______________________________________________________________________
 DK1412* NAD 83(1986) POSITION- 33 31 47.34   (N) 091 31 25.32   (W)   HD_HELD1
 DK1412* NAVD 88 ORTHO HEIGHT -    41.730 (meters)      136.91  (feet) ADJUSTED
 DK1412  ______________________________________________________________________
 DK1412  GEOID HEIGHT    -        -25.978 (meters)                     GEOID18
 DK1412  DYNAMIC HEIGHT  -         41.687 (meters)      136.77  (feet) COMP
 DK1412  MODELED GRAVITY -    979,606.8   (mgal)                       NAVD 88
 DK1412
 DK1412  VERT ORDER      -  SECOND    CLASS 0
 DK1412
 DK1412.The horizontal coordinates were determined by differentially corrected
 DK1412.hand held GPS observations or other comparable positioning techniques
 DK1412.and have an estimated accuracy of +/- 3 meters.
 DK1412
 DK1412.The orthometric height was determined by differential leveling and
 DK1412.adjusted by the NATIONAL GEODETIC SURVEY
 DK1412.in June 1991.
 DK1412
 DK1412.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1412.GEOID18 height accuracy estimate available here.
 DK1412
 DK1412.Click photographs - Photos may exist for this station.
 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     -   495,837.4     444,241.8     MT  (+/- 3 meters HH1 GPS) 
 DK1412
 DK1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT3708511000(NAD 83)
 DK1412
 DK1412                          SUPERSEDED SURVEY CONTROL
 DK1412
 DK1412  NGVD 29 (11/26/84)   41.842  (m)          137.28   (f) ADJUSTED    2 0
 DK1412
 DK1412.Superseded values are not recommended for survey control.
 DK1412
 DK1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1412.See file dsdata.pdf to determine how the superseded data were derived.
 DK1412
 DK1412_MARKER: DB = BENCH MARK DISK
 DK1412_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DK1412_STAMPING: K 83 1935
 DK1412_MARK LOGO: CGS
 DK1412_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 DEPARTMENT OF TRANSPORTATION 2006 (VJB)
 DK1412'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0364 ***********************************************************************
 EJ0364  DESIGNATION -  K 84
 EJ0364  PID         -  EJ0364
 EJ0364  STATE/COUNTY-  AR/SALINE
 EJ0364  COUNTRY     -  US
 EJ0364  USGS QUAD   -  SPRING LAKE (2017)
 EJ0364
 EJ0364                         *CURRENT SURVEY CONTROL
 EJ0364  ______________________________________________________________________
 EJ0364* NAD 83(1986) POSITION- 34 31 34.     (N) 092 20 15.     (W)   SCALED
 EJ0364* NAVD 88 ORTHO HEIGHT -    90.071 (meters)      295.51  (feet) ADJUSTED
 EJ0364  ______________________________________________________________________
 EJ0364  GEOID HEIGHT    -        -26.282 (meters)                     GEOID18
 EJ0364  DYNAMIC HEIGHT  -         89.986 (meters)      295.23  (feet) COMP
 EJ0364  MODELED GRAVITY -    979,681.9   (mgal)                       NAVD 88
 EJ0364
 EJ0364  VERT ORDER      -  SECOND    CLASS 0
 EJ0364
 EJ0364.The horizontal coordinates were scaled from a map and have
 EJ0364.an estimated accuracy of +/- 6 seconds.
 EJ0364
 EJ0364.The orthometric height was determined by differential leveling and
 EJ0364.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0364.in June 1991.
 EJ0364
 EJ0364.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0364.GEOID18 height accuracy estimate available here.
 EJ0364
 EJ0364.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU608206(NAD 83)
 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
 EJ0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0364.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0364
 EJ0364_MARKER: DB = BENCH MARK DISK
 EJ0364_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0364_STAMPING: K 84 1935
 EJ0364_MARK LOGO: CGS
 EJ0364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0364
 EJ0364  HISTORY     - Date     Condition        Report By
 EJ0364  HISTORY     - 1935     MONUMENTED       CGS
 EJ0364  HISTORY     - 1935     GOOD             CGS
 EJ0364  HISTORY     - 198411   MARK NOT FOUND   USGS
 EJ0364
 EJ0364                          STATION DESCRIPTION
 EJ0364
 EJ0364'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FF0172 ***********************************************************************
 FF0172  DESIGNATION -  K 86
 FF0172  PID         -  FF0172
 FF0172  STATE/COUNTY-  AR/CRITTENDEN
 FF0172  COUNTRY     -  US
 FF0172  USGS QUAD   -  CRAWFORDSVILLE (2017)
 FF0172
 FF0172                         *CURRENT SURVEY CONTROL
 FF0172  ______________________________________________________________________
 FF0172* NAD 83(1986) POSITION- 35 14 09.     (N) 090 21 25.     (W)   SCALED
 FF0172* NAVD 88 ORTHO HEIGHT -    66.006 (meters)      216.55  (feet) POSTED
 FF0172  ______________________________________________________________________
 FF0172  GEOID HEIGHT    -        -27.312 (meters)                     GEOID18
 FF0172  DYNAMIC HEIGHT  -         65.95  (meters)      216.4   (feet) COMP
 FF0172  MODELED GRAVITY -    979,739.9   (mgal)                       NAVD 88
 FF0172
 FF0172  VERT ORDER      -  * POSTED, SEE BELOW
 FF0172
 FF0172.The horizontal coordinates were scaled from a 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
 FF0172.* This is a POSTED BENCH MARK height.
 FF0172
 FF0172.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0172.GEOID18 height accuracy estimate available here.
 FF0172
 FF0172.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV405023(NAD 83)
 FF0172
 FF0172                          SUPERSEDED SURVEY CONTROL
 FF0172
 FF0172  NGVD 29 (11/26/84)   66.007  (m)          216.56   (f) ADJUSTED    2 0
 FF0172
 FF0172.Superseded values are not recommended for survey control.
 FF0172
 FF0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0172.See file dsdata.pdf to determine how the superseded data were derived.
 FF0172
 FF0172_MARKER: DB = BENCH MARK DISK
 FF0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0172_STAMPING: K 86 1935
 FF0172_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1275 ***********************************************************************
 EH1275  DESIGNATION -  K 87
 EH1275  PID         -  EH1275
 EH1275  STATE/COUNTY-  AR/PRAIRIE
 EH1275  COUNTRY     -  US
 EH1275  USGS QUAD   -  DES ARC EAST (2017)
 EH1275
 EH1275                         *CURRENT SURVEY CONTROL
 EH1275  ______________________________________________________________________
 EH1275* NAD 83(1986) POSITION- 34 54 39.27   (N) 091 29 38.77   (W)   HD_HELD1
 EH1275* NAVD 88 ORTHO HEIGHT -    62.157 (meters)      203.93  (feet) ADJUSTED
 EH1275  ______________________________________________________________________
 EH1275  GEOID HEIGHT    -        -27.102 (meters)                     GEOID18
 EH1275  DYNAMIC HEIGHT  -         62.099 (meters)      203.74  (feet) COMP
 EH1275  MODELED GRAVITY -    979,706.2   (mgal)                       NAVD 88
 EH1275
 EH1275  VERT ORDER      -  SECOND    CLASS 0
 EH1275
 EH1275.The horizontal coordinates were determined by differentially corrected
 EH1275.hand held GPS observations or other comparable positioning techniques
 EH1275.and have an estimated accuracy of +/- 3 meters.
 EH1275
 EH1275.The orthometric height was determined by differential leveling and
 EH1275.adjusted by the NATIONAL GEODETIC SURVEY
 EH1275.in June 1991.
 EH1275
 EH1275.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1275.GEOID18 height accuracy estimate available here.
 EH1275
 EH1275.Click photographs - Photos may exist for this station.
 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     -   649,040.2     446,233.9     MT  (+/- 3 meters HH1 GPS) 
 EH1275
 EH1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU3756964197(NAD 83)
 EH1275
 EH1275                          SUPERSEDED SURVEY CONTROL
 EH1275
 EH1275  NGVD 29 (11/26/84)   62.159  (m)          203.93   (f) ADJUSTED    2 0
 EH1275
 EH1275.Superseded values are not recommended for survey control.
 EH1275
 EH1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1275.See file dsdata.pdf to determine how the superseded data were derived.
 EH1275
 EH1275_MARKER: DB = BENCH MARK DISK
 EH1275_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EH1275_STAMPING: K 87 1935
 EH1275_MARK LOGO: CGS
 EH1275_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EK0253 ***********************************************************************
 EK0253  DESIGNATION -  K 88
 EK0253  PID         -  EK0253
 EK0253  STATE/COUNTY-  AR/HOWARD
 EK0253  COUNTRY     -  US
 EK0253  USGS QUAD   -  DIERKS (2017)
 EK0253
 EK0253                         *CURRENT SURVEY CONTROL
 EK0253  ______________________________________________________________________
 EK0253* NAD 83(1986) POSITION- 34 06 50.88   (N) 094 02 32.46   (W)   HD_HELD1
 EK0253* NAVD 88 ORTHO HEIGHT -   120.245 (meters)      394.50  (feet) ADJUSTED
 EK0253  ______________________________________________________________________
 EK0253  GEOID HEIGHT    -        -27.793 (meters)                     GEOID18
 EK0253  DYNAMIC HEIGHT  -        120.123 (meters)      394.10  (feet) COMP
 EK0253  MODELED GRAVITY -    979,618.0   (mgal)                       NAVD 88
 EK0253
 EK0253  VERT ORDER      -  SECOND    CLASS 0
 EK0253
 EK0253.The horizontal coordinates were determined by differentially corrected
 EK0253.hand held GPS observations or other comparable positioning techniques
 EK0253.and have an estimated accuracy of +/- 3 meters.
 EK0253
 EK0253.The orthometric height was determined by differential leveling and
 EK0253.adjusted by the NATIONAL GEODETIC SURVEY
 EK0253.in June 1991.
 EK0253
 EK0253.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0253.GEOID18 height accuracy estimate available here.
 EK0253
 EK0253.Click photographs - Photos may exist for this station.
 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     -   562,421.2     211,598.3     MT  (+/- 3 meters HH1 GPS) 
 EK0253
 EK0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT0386875301(NAD 83)
 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
 EK0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0253.See file dsdata.pdf to determine how the superseded data were derived.
 EK0253
 EK0253_MARKER: DB = BENCH MARK DISK
 EK0253_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EK0253_STAMPING: K 88 1935
 EK0253_MARK LOGO: CGS
 EK0253_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0253
 EK0253  HISTORY     - Date     Condition        Report By
 EK0253  HISTORY     - 1935     MONUMENTED       CGS
 EK0253  HISTORY     - 1962     MARK NOT FOUND   CGS
 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 COAST AND GEODETIC SURVEY 1962
 EK0253'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1469 ***********************************************************************
 EJ1469  DESIGNATION -  K 89
 EJ1469  PID         -  EJ1469
 EJ1469  STATE/COUNTY-  AR/PIKE
 EJ1469  COUNTRY     -  US
 EJ1469  USGS QUAD   -  LODI (2017)
 EJ1469
 EJ1469                         *CURRENT SURVEY CONTROL
 EJ1469  ______________________________________________________________________
 EJ1469* NAD 83(1986) POSITION- 34 16 51.     (N) 093 43 53.     (W)   SCALED
 EJ1469* NAVD 88 ORTHO HEIGHT -   191.850 (meters)      629.43  (feet) ADJUSTED
 EJ1469  ______________________________________________________________________
 EJ1469  GEOID HEIGHT    -        -27.819 (meters)                     GEOID18
 EJ1469  DYNAMIC HEIGHT  -        191.653 (meters)      628.78  (feet) COMP
 EJ1469  MODELED GRAVITY -    979,605.9   (mgal)                       NAVD 88
 EJ1469
 EJ1469  VERT ORDER      -  SECOND    CLASS 0
 EJ1469
 EJ1469.The horizontal coordinates were scaled from a map and have
 EJ1469.an estimated accuracy of +/- 6 seconds.
 EJ1469
 EJ1469.The orthometric height was determined by differential leveling and
 EJ1469.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1469.in June 1991.
 EJ1469
 EJ1469.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1469.GEOID18 height accuracy estimate available here.
 EJ1469
 EJ1469.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT326935(NAD 83)
 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
 EJ1469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1469.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1469
 EJ1469_MARKER: DB = BENCH MARK DISK
 EJ1469_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ1469_STAMPING: K 89 1935
 EJ1469_MARK LOGO: CGS
 EJ1469_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0994 ***********************************************************************
 FF0994  DESIGNATION -  K 9
 FF0994  PID         -  FF0994
 FF0994  STATE/COUNTY-  AR/JACKSON
 FF0994  COUNTRY     -  US
 FF0994  USGS QUAD   -  SWIFTON WEST (2017)
 FF0994
 FF0994                         *CURRENT SURVEY CONTROL
 FF0994  ______________________________________________________________________
 FF0994* NAD 83(1986) POSITION- 35 47 33.     (N) 091 09 13.     (W)   SCALED
 FF0994* NAVD 88 ORTHO HEIGHT -    74.945 (meters)      245.88  (feet) ADJUSTED
 FF0994  ______________________________________________________________________
 FF0994  GEOID HEIGHT    -        -27.790 (meters)                     GEOID18
 FF0994  DYNAMIC HEIGHT  -         74.881 (meters)      245.67  (feet) COMP
 FF0994  MODELED GRAVITY -    979,784.1   (mgal)                       NAVD 88
 FF0994
 FF0994  VERT ORDER      -  FIRST     CLASS II
 FF0994
 FF0994.The horizontal coordinates were scaled from a map and have
 FF0994.an estimated accuracy of +/- 6 seconds.
 FF0994
 FF0994.The orthometric height was determined by differential leveling and
 FF0994.adjusted by the NATIONAL GEODETIC SURVEY
 FF0994.in June 1991.
 FF0994
 FF0994.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0994.GEOID18 height accuracy estimate available here.
 FF0994
 FF0994.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV668625(NAD 83)
 FF0994
 FF0994                          SUPERSEDED SURVEY CONTROL
 FF0994
 FF0994  NGVD 29 (11/26/84)   74.872  (m)          245.64   (f) ADJUSTED    1 2
 FF0994
 FF0994.Superseded values are not recommended for survey control.
 FF0994
 FF0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0994.See file dsdata.pdf to determine how the superseded data were derived.
 FF0994
 FF0994_MARKER: DB = BENCH MARK DISK
 FF0994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0994_STAMPING: 245.643 K 9 1931
 FF0994_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0937 ***********************************************************************
 FF0937  DESIGNATION -  K 9 3
 FF0937  PID         -  FF0937
 FF0937  STATE/COUNTY-  AR/LAWRENCE
 FF0937  COUNTRY     -  US
 FF0937  USGS QUAD   -  STRAWBERRY (2017)
 FF0937
 FF0937                         *CURRENT SURVEY CONTROL
 FF0937  ______________________________________________________________________
 FF0937* NAD 83(1986) POSITION- 35 55 43.     (N) 091 17 31.     (W)   SCALED
 FF0937* NAVD 88 ORTHO HEIGHT -    90.854 (meters)      298.08  (feet) ADJUSTED
 FF0937  ______________________________________________________________________
 FF0937  GEOID HEIGHT    -        -28.037 (meters)                     GEOID18
 FF0937  DYNAMIC HEIGHT  -         90.777 (meters)      297.82  (feet) COMP
 FF0937  MODELED GRAVITY -    979,779.8   (mgal)                       NAVD 88
 FF0937
 FF0937  VERT ORDER      -  SECOND    CLASS 0
 FF0937
 FF0937.The horizontal coordinates were scaled from a map and have
 FF0937.an estimated accuracy of +/- 6 seconds.
 FF0937
 FF0937.The orthometric height was determined by differential leveling and
 FF0937.adjusted by the NATIONAL GEODETIC SURVEY
 FF0937.in June 1991.
 FF0937
 FF0937.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0937.GEOID18 height accuracy estimate available here.
 FF0937
 FF0937.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV540773(NAD 83)
 FF0937
 FF0937                          SUPERSEDED SURVEY CONTROL
 FF0937
 FF0937  NGVD 29 (11/26/84)   90.767  (m)          297.79   (f) ADJUSTED    2 0
 FF0937
 FF0937.Superseded values are not recommended for survey control.
 FF0937
 FF0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0937.See file dsdata.pdf to determine how the superseded data were derived.
 FF0937
 FF0937_MARKER: DD = SURVEY DISK
 FF0937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0937_STAMPING: K 9-3 1934
 FF0937_MARK LOGO: USACE
 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       USACE
 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, 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 = MARCH 20, 2026 22:17:28 EDT
 FF0935 ***********************************************************************
 FF0935  DESIGNATION -  K 9 4
 FF0935  PID         -  FF0935
 FF0935  STATE/COUNTY-  AR/LAWRENCE
 FF0935  COUNTRY     -  US
 FF0935  USGS QUAD   -  STRAWBERRY (2017)
 FF0935
 FF0935                         *CURRENT SURVEY CONTROL
 FF0935  ______________________________________________________________________
 FF0935* NAD 83(1986) POSITION- 35 53 46.54   (N) 091 17 24.53   (W)   HD_HELD1
 FF0935* NAVD 88 ORTHO HEIGHT -   100.961 (meters)      331.24  (feet) ADJUSTED
 FF0935  ______________________________________________________________________
 FF0935  GEOID HEIGHT    -        -27.986 (meters)                     GEOID18
 FF0935  DYNAMIC HEIGHT  -        100.874 (meters)      330.95  (feet) COMP
 FF0935  MODELED GRAVITY -    979,779.8   (mgal)                       NAVD 88
 FF0935
 FF0935  VERT ORDER      -  SECOND    CLASS 0
 FF0935
 FF0935.The horizontal coordinates were determined by differentially corrected
 FF0935.hand held GPS observations or other comparable positioning techniques
 FF0935.and have an estimated accuracy of +/- 3 meters.
 FF0935
 FF0935.The orthometric height was determined by differential leveling and
 FF0935.adjusted by the NATIONAL GEODETIC SURVEY
 FF0935.in June 1991.
 FF0935
 FF0935.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0935.GEOID18 height accuracy estimate available here.
 FF0935
 FF0935.Click photographs - Photos may exist for this station.
 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     -   173,626.4     464,083.0     MT  (+/- 3 meters HH1 GPS) 
 FF0935
 FF0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV5431373792(NAD 83)
 FF0935
 FF0935                          SUPERSEDED SURVEY CONTROL
 FF0935
 FF0935  NGVD 29 (11/26/84)  100.875  (m)          330.95   (f) ADJUSTED    2 0
 FF0935
 FF0935.Superseded values are not recommended for survey control.
 FF0935
 FF0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0935.See file dsdata.pdf to determine how the superseded data were derived.
 FF0935
 FF0935_MARKER: DD = SURVEY DISK
 FF0935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0935_STAMPING: K 9-4 1934
 FF0935_MARK LOGO: USACE
 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       USACE
 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 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 = MARCH 20, 2026 22:17:28 EDT
 DK1456 ***********************************************************************
 DK1456  DESIGNATION -  K 90
 DK1456  PID         -  DK1456
 DK1456  STATE/COUNTY-  AR/LINCOLN
 DK1456  COUNTRY     -  US
 DK1456  USGS QUAD   -  AVERY (2017)
 DK1456
 DK1456                         *CURRENT SURVEY CONTROL
 DK1456  ______________________________________________________________________
 DK1456* NAD 83(1986) POSITION- 33 56 55.     (N) 091 39 07.     (W)   SCALED
 DK1456* NAVD 88 ORTHO HEIGHT -    53.523 (meters)      175.60  (feet) ADJUSTED
 DK1456  ______________________________________________________________________
 DK1456  GEOID HEIGHT    -        -25.917 (meters)                     GEOID18
 DK1456  DYNAMIC HEIGHT  -         53.469 (meters)      175.42  (feet) COMP
 DK1456  MODELED GRAVITY -    979,643.3   (mgal)                       NAVD 88
 DK1456
 DK1456  VERT ORDER      -  SECOND    CLASS 0
 DK1456
 DK1456.The horizontal coordinates were scaled from a map and have
 DK1456.an estimated accuracy of +/- 6 seconds.
 DK1456
 DK1456.The orthometric height was determined by differential leveling and
 DK1456.adjusted by the NATIONAL GEODETIC SURVEY
 DK1456.in June 1991.
 DK1456
 DK1456.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1456.GEOID18 height accuracy estimate available here.
 DK1456
 DK1456.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT245572(NAD 83)
 DK1456
 DK1456                          SUPERSEDED SURVEY CONTROL
 DK1456
 DK1456  NGVD 29 (11/26/84)   53.604  (m)          175.87   (f) ADJUSTED    2 0
 DK1456
 DK1456.Superseded values are not recommended for survey control.
 DK1456
 DK1456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1456.See file dsdata.pdf to determine how the superseded data were derived.
 DK1456
 DK1456_MARKER: DB = BENCH MARK DISK
 DK1456_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DK1456_STAMPING: K 90 1935
 DK1456_MARK LOGO: CGS
 DK1456_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 DL0044 ***********************************************************************
 DL0044  DESIGNATION -  K 91
 DL0044  PID         -  DL0044
 DL0044  STATE/COUNTY-  AR/CALHOUN
 DL0044  COUNTRY     -  US
 DL0044  USGS QUAD   -  TINSMAN (2017)
 DL0044
 DL0044                         *CURRENT SURVEY CONTROL
 DL0044  ______________________________________________________________________
 DL0044* NAD 83(1986) POSITION- 33 38 50.     (N) 092 21 15.     (W)   SCALED
 DL0044* NAVD 88 ORTHO HEIGHT -    53.705 (meters)      176.20  (feet) ADJUSTED
 DL0044  ______________________________________________________________________
 DL0044  GEOID HEIGHT    -        -26.033 (meters)                     GEOID18
 DL0044  DYNAMIC HEIGHT  -         53.650 (meters)      176.02  (feet) COMP
 DL0044  MODELED GRAVITY -    979,607.9   (mgal)                       NAVD 88
 DL0044
 DL0044  VERT ORDER      -  SECOND    CLASS 0
 DL0044
 DL0044.The horizontal coordinates were scaled from a map and have
 DL0044.an estimated accuracy of +/- 6 seconds.
 DL0044
 DL0044.The orthometric height was determined by differential leveling and
 DL0044.adjusted by the NATIONAL GEODETIC SURVEY
 DL0044.in June 1991.
 DL0044
 DL0044.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0044.GEOID18 height accuracy estimate available here.
 DL0044
 DL0044.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT598232(NAD 83)
 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
 DL0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0044.See file dsdata.pdf to determine how the superseded data were derived.
 DL0044
 DL0044_MARKER: DB = BENCH MARK DISK
 DL0044_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DL0044_STAMPING: K 91 1935
 DL0044_MARK LOGO: CGS
 DL0044_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0044
 DL0044  HISTORY     - Date     Condition        Report By
 DL0044  HISTORY     - 1935     MONUMENTED       CGS
 DL0044  HISTORY     - 1964     GOOD             CGS
 DL0044  HISTORY     - 20130627 MARK NOT FOUND   ARHD
 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 COAST AND GEODETIC SURVEY 1964
 DL0044'RECOVERED IN GOOD CONDITION.
 DL0044
 DL0044                          STATION RECOVERY (2013)
 DL0044
 DL0044'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (JDH)
 DL0044'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK1391 ***********************************************************************
 DK1391  DESIGNATION -  K 92
 DK1391  PID         -  DK1391
 DK1391  STATE/COUNTY-  AR/ASHLEY
 DK1391  COUNTRY     -  US
 DK1391  USGS QUAD   -  CROSSETT NORTH (2017)
 DK1391
 DK1391                         *CURRENT SURVEY CONTROL
 DK1391  ______________________________________________________________________
 DK1391* NAD 83(1986) POSITION- 33 12 37.     (N) 091 58 36.     (W)   SCALED
 DK1391* NAVD 88 ORTHO HEIGHT -    44.481 (meters)      145.93  (feet) ADJUSTED
 DK1391  ______________________________________________________________________
 DK1391  GEOID HEIGHT    -        -25.882 (meters)                     GEOID18
 DK1391  DYNAMIC HEIGHT  -         44.434 (meters)      145.78  (feet) COMP
 DK1391  MODELED GRAVITY -    979,579.1   (mgal)                       NAVD 88
 DK1391
 DK1391  VERT ORDER      -  SECOND    CLASS 0
 DK1391
 DK1391.The horizontal coordinates were scaled from a map and have
 DK1391.an estimated accuracy of +/- 6 seconds.
 DK1391
 DK1391.The orthometric height was determined by differential leveling and
 DK1391.adjusted by the NATIONAL GEODETIC SURVEY
 DK1391.in June 1991.
 DK1391
 DK1391.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1391.GEOID18 height accuracy estimate available here.
 DK1391
 DK1391.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS953750(NAD 83)
 DK1391
 DK1391                          SUPERSEDED SURVEY CONTROL
 DK1391
 DK1391  NGVD 29 (11/26/84)   44.555  (m)          146.18   (f) ADJUSTED    2 0
 DK1391
 DK1391.Superseded values are not recommended for survey control.
 DK1391
 DK1391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1391.See file dsdata.pdf to determine how the superseded data were derived.
 DK1391
 DK1391_MARKER: DB = BENCH MARK DISK
 DK1391_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DK1391_STAMPING: K 92 1935
 DK1391_MARK LOGO: CGS
 DK1391_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 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 = MARCH 20, 2026 22:17:28 EDT
 FG1505 ***********************************************************************
 FG1505  DESIGNATION -  K 93
 FG1505  PID         -  FG1505
 FG1505  STATE/COUNTY-  AR/FRANKLIN
 FG1505  COUNTRY     -  US
 FG1505  USGS QUAD   -  CRAVENS (2017)
 FG1505
 FG1505                         *CURRENT SURVEY CONTROL
 FG1505  ______________________________________________________________________
 FG1505* NAD 83(1986) POSITION- 35 35 39.     (N) 093 54 49.     (W)   SCALED
 FG1505* NAVD 88 ORTHO HEIGHT -   319.914 (meters)     1049.58  (feet) ADJUSTED
 FG1505  ______________________________________________________________________
 FG1505  GEOID HEIGHT    -        -28.865 (meters)                     GEOID18
 FG1505  DYNAMIC HEIGHT  -        319.620 (meters)     1048.62  (feet) COMP
 FG1505  MODELED GRAVITY -    979,702.8   (mgal)                       NAVD 88
 FG1505
 FG1505  VERT ORDER      -  SECOND    CLASS 0
 FG1505
 FG1505.The horizontal coordinates were scaled from a map and have
 FG1505.an estimated accuracy of +/- 6 seconds.
 FG1505
 FG1505.The orthometric height was determined by differential leveling and
 FG1505.adjusted by the NATIONAL GEODETIC SURVEY
 FG1505.in June 1991.
 FG1505
 FG1505.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1505.GEOID18 height accuracy estimate available here.
 FG1505
 FG1505.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV172393(NAD 83)
 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
 FG1505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1505.See file dsdata.pdf to determine how the superseded data were derived.
 FG1505
 FG1505_MARKER: DB = BENCH MARK DISK
 FG1505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1505_STAMPING: K 93 1935
 FG1505_MARK LOGO: CGS
 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             CGS
 FG1505
 FG1505                          STATION DESCRIPTION
 FG1505
 FG1505'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG1413 ***********************************************************************
 FG1413  DESIGNATION -  K 94
 FG1413  PID         -  FG1413
 FG1413  STATE/COUNTY-  AR/JOHNSON
 FG1413  COUNTRY     -  US
 FG1413  USGS QUAD   -  HARMONY (2017)
 FG1413
 FG1413                         *CURRENT SURVEY CONTROL
 FG1413  ______________________________________________________________________
 FG1413* NAD 83(1986) POSITION- 35 33 16.     (N) 093 36 03.     (W)   SCALED
 FG1413* NAVD 88 ORTHO HEIGHT -   193.425 (meters)      634.60  (feet) ADJUSTED
 FG1413  ______________________________________________________________________
 FG1413  GEOID HEIGHT    -        -28.854 (meters)                     GEOID18
 FG1413  DYNAMIC HEIGHT  -        193.245 (meters)      634.00  (feet) COMP
 FG1413  MODELED GRAVITY -    979,703.9   (mgal)                       NAVD 88
 FG1413
 FG1413  VERT ORDER      -  SECOND    CLASS 0
 FG1413
 FG1413.The horizontal coordinates were scaled from a map and have
 FG1413.an estimated accuracy of +/- 6 seconds.
 FG1413
 FG1413.The orthometric height was determined by differential leveling and
 FG1413.adjusted by the NATIONAL GEODETIC SURVEY
 FG1413.in June 1991.
 FG1413
 FG1413.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1413.GEOID18 height accuracy estimate available here.
 FG1413
 FG1413.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV455346(NAD 83)
 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
 FG1413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1413.See file dsdata.pdf to determine how the superseded data were derived.
 FG1413
 FG1413_MARKER: DB = BENCH MARK DISK
 FG1413_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG1413_STAMPING: K 94 1935
 FG1413_MARK LOGO: CGS
 FG1413_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG1413
 FG1413  HISTORY     - Date     Condition        Report By
 FG1413  HISTORY     - 1935     MONUMENTED       CGS
 FG1413  HISTORY     - 1959     MARK NOT FOUND   CGS
 FG1413
 FG1413                          STATION DESCRIPTION
 FG1413
 FG1413'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG1480 ***********************************************************************
 FG1480  DESIGNATION -  K 95
 FG1480  PID         -  FG1480
 FG1480  STATE/COUNTY-  AR/JOHNSON
 FG1480  COUNTRY     -  US
 FG1480  USGS QUAD   -  OARK (2017)
 FG1480
 FG1480                         *CURRENT SURVEY CONTROL
 FG1480  ______________________________________________________________________
 FG1480* NAD 83(1986) POSITION- 35 39 30.     (N) 093 35 34.     (W)   SCALED
 FG1480* NAVD 88 ORTHO HEIGHT -   328.140 (meters)     1076.57  (feet) ADJUSTED
 FG1480  ______________________________________________________________________
 FG1480  GEOID HEIGHT    -        -28.439 (meters)                     GEOID18
 FG1480  DYNAMIC HEIGHT  -        327.826 (meters)     1075.54  (feet) COMP
 FG1480  MODELED GRAVITY -    979,667.0   (mgal)                       NAVD 88
 FG1480
 FG1480  VERT ORDER      -  SECOND    CLASS 0
 FG1480
 FG1480.The horizontal coordinates were scaled from a map and have
 FG1480.an estimated accuracy of +/- 6 seconds.
 FG1480
 FG1480.The orthometric height was determined by differential leveling and
 FG1480.adjusted by the NATIONAL GEODETIC SURVEY
 FG1480.in June 1991.
 FG1480
 FG1480.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1480.GEOID18 height accuracy estimate available here.
 FG1480
 FG1480.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV463462(NAD 83)
 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
 FG1480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1480.See file dsdata.pdf to determine how the superseded data were derived.
 FG1480
 FG1480_MARKER: DB = BENCH MARK DISK
 FG1480_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG1480_STAMPING: K 95 1935
 FG1480_MARK LOGO: CGS
 FG1480_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0368 ***********************************************************************
 EJ0368  DESIGNATION -  K 96
 EJ0368  PID         -  EJ0368
 EJ0368  STATE/COUNTY-  AR/SALINE
 EJ0368  COUNTRY     -  US
 EJ0368  USGS QUAD   -  BRYANT (2017)
 EJ0368
 EJ0368                         *CURRENT SURVEY CONTROL
 EJ0368  ______________________________________________________________________
 EJ0368* NAD 83(1986) POSITION- 34 30 26.     (N) 092 27 36.     (W)   SCALED
 EJ0368* NAVD 88 ORTHO HEIGHT -   119.620 (meters)      392.45  (feet) ADJUSTED
 EJ0368  ______________________________________________________________________
 EJ0368  GEOID HEIGHT    -        -26.250 (meters)                     GEOID18
 EJ0368  DYNAMIC HEIGHT  -        119.506 (meters)      392.08  (feet) COMP
 EJ0368  MODELED GRAVITY -    979,678.6   (mgal)                       NAVD 88
 EJ0368
 EJ0368  VERT ORDER      -  SECOND    CLASS 0
 EJ0368
 EJ0368.The horizontal coordinates were scaled from a map and have
 EJ0368.an estimated accuracy of +/- 6 seconds.
 EJ0368
 EJ0368.The orthometric height was determined by differential leveling and
 EJ0368.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0368.in June 1991.
 EJ0368
 EJ0368.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0368.GEOID18 height accuracy estimate available here.
 EJ0368
 EJ0368.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU495185(NAD 83)
 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
 EJ0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0368.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0368
 EJ0368_MARKER: DB = BENCH MARK DISK
 EJ0368_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0368_STAMPING: K 96 1935
 EJ0368_MARK LOGO: CGS
 EJ0368_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0497 ***********************************************************************
 EJ0497  DESIGNATION -  K 97
 EJ0497  PID         -  EJ0497
 EJ0497  STATE/COUNTY-  AR/JEFFERSON
 EJ0497  COUNTRY     -  US
 EJ0497  USGS QUAD   -  HARDIN (2017)
 EJ0497
 EJ0497                         *CURRENT SURVEY CONTROL
 EJ0497  ______________________________________________________________________
 EJ0497* NAD 83(1986) POSITION- 34 21 25.     (N) 092 09 00.     (W)   SCALED
 EJ0497* NAVD 88 ORTHO HEIGHT -   102.810 (meters)      337.30  (feet) ADJUSTED
 EJ0497  ______________________________________________________________________
 EJ0497  GEOID HEIGHT    -        -26.039 (meters)                     GEOID18
 EJ0497  DYNAMIC HEIGHT  -        102.711 (meters)      336.98  (feet) COMP
 EJ0497  MODELED GRAVITY -    979,675.5   (mgal)                       NAVD 88
 EJ0497
 EJ0497  VERT ORDER      -  FIRST     CLASS II
 EJ0497
 EJ0497.The horizontal coordinates were scaled from a map and have
 EJ0497.an estimated accuracy of +/- 6 seconds.
 EJ0497
 EJ0497.The orthometric height was determined by differential leveling and
 EJ0497.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0497.in September 2023.
 EJ0497
 EJ0497.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0497.GEOID18 height accuracy estimate available here.
 EJ0497
 EJ0497.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU781020(NAD 83)
 EJ0497
 EJ0497                          SUPERSEDED SURVEY CONTROL
 EJ0497
 EJ0497  NAVD 88 (??/??/92)  102.810  (m)          337.30   (f) SUPERSEDED  3 0
 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
 EJ0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0497.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0497
 EJ0497_MARKER: DB = BENCH MARK DISK
 EJ0497_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0497_STAMPING: K 97 1935
 EJ0497_MARK LOGO: CGS
 EJ0497_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0880 ***********************************************************************
 EJ0880  DESIGNATION -  K 98
 EJ0880  PID         -  EJ0880
 EJ0880  STATE/COUNTY-  AR/SALINE
 EJ0880  COUNTRY     -  US
 EJ0880  USGS QUAD   -  LAKE NORRELL (2017)
 EJ0880
 EJ0880                         *CURRENT SURVEY CONTROL
 EJ0880  ______________________________________________________________________
 EJ0880* NAD 83(1986) POSITION- 34 42 33.     (N) 092 42 20.     (W)   SCALED
 EJ0880* NAVD 88 ORTHO HEIGHT -   130.846 (meters)      429.28  (feet) ADJUSTED
 EJ0880  ______________________________________________________________________
 EJ0880  GEOID HEIGHT    -        -27.081 (meters)                     GEOID18
 EJ0880  DYNAMIC HEIGHT  -        130.720 (meters)      428.87  (feet) COMP
 EJ0880  MODELED GRAVITY -    979,670.5   (mgal)                       NAVD 88
 EJ0880
 EJ0880  VERT ORDER      -  SECOND    CLASS 0
 EJ0880
 EJ0880.The horizontal coordinates were scaled from a map and have
 EJ0880.an estimated accuracy of +/- 6 seconds.
 EJ0880
 EJ0880.The orthometric height was determined by differential leveling and
 EJ0880.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0880.in June 1991.
 EJ0880
 EJ0880.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0880.GEOID18 height accuracy estimate available here.
 EJ0880
 EJ0880.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU269408(NAD 83)
 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
 EJ0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0880.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0880
 EJ0880_MARKER: DB = BENCH MARK DISK
 EJ0880_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0880_STAMPING: K 98 1935
 EJ0880_MARK LOGO: CGS
 EJ0880_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0880
 EJ0880  HISTORY     - Date     Condition        Report By
 EJ0880  HISTORY     - 1935     MONUMENTED       CGS
 EJ0880  HISTORY     - 1939     GOOD             CGS
 EJ0880
 EJ0880                          STATION DESCRIPTION
 EJ0880
 EJ0880'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DQ3570 ***********************************************************************
 DQ3570  DESIGNATION -  K SCOTT
 DQ3570  PID         -  DQ3570
 DQ3570  STATE/COUNTY-  AR/SEARCY
 DQ3570  COUNTRY     -  US
 DQ3570  USGS QUAD   -  MARSHALL (2017)
 DQ3570
 DQ3570                         *CURRENT SURVEY CONTROL
 DQ3570  ______________________________________________________________________
 DQ3570* NAD 83(1986) POSITION- 35 53 53.54   (N) 092 39 34.17   (W)   HD_HELD1
 DQ3570* NAVD 88 ORTHO HEIGHT -   282.626 (meters)      927.25  (feet) ADJUSTED
 DQ3570  ______________________________________________________________________
 DQ3570  GEOID HEIGHT    -        -28.115 (meters)                     GEOID18
 DQ3570  DYNAMIC HEIGHT  -        282.367 (meters)      926.40  (feet) COMP
 DQ3570  MODELED GRAVITY -    979,710.6   (mgal)                       NAVD 88
 DQ3570
 DQ3570  VERT ORDER      -  SECOND    CLASS I
 DQ3570
 DQ3570.The horizontal coordinates were determined by differentially corrected
 DQ3570.hand held GPS observations or other comparable positioning techniques
 DQ3570.and have an estimated accuracy of +/- 3 meters.
 DQ3570
 DQ3570.The orthometric height was determined by differential leveling and
 DQ3570.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3570.in January 2017.
 DQ3570
 DQ3570.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3570.GEOID18 height accuracy estimate available here.
 DQ3570
 DQ3570.Click photographs - Photos may exist for this station.
 DQ3570
 DQ3570.The dynamic height is computed by dividing the NAVD 88
 DQ3570.geopotential number by the normal gravity value computed on the
 DQ3570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3570.degrees latitude (g = 980.6199 gals.).
 DQ3570
 DQ3570.The modeled gravity was interpolated from observed gravity values.
 DQ3570
 DQ3570;                    North         East    Units  Estimated Accuracy
 DQ3570;SPC AR N     -   173,810.5     340,464.8     MT  (+/- 3 meters HH1 GPS) 
 DQ3570
 DQ3570_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV3072872711(NAD 83)
 DQ3570
 DQ3570                          SUPERSEDED SURVEY CONTROL
 DQ3570
 DQ3570.No superseded survey control is available for this station.
 DQ3570
 DQ3570_MARKER: F = FLANGE-ENCASED ROD
 DQ3570_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DQ3570_STAMPING: K SCOTT 2016
 DQ3570_MARK LOGO: ARHD
 DQ3570_PROJECTION: FLUSH
 DQ3570_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DQ3570_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ3570_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3570+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2025
 DQ3570_ROD/PIPE-DEPTH: 5.0 meters
 DQ3570_SLEEVE-DEPTH  : 0.6 meters
 DQ3570
 DQ3570  HISTORY     - Date     Condition        Report By
 DQ3570  HISTORY     - 20160128 MONUMENTED       ARHD
 DQ3570  HISTORY     - 20250714 GOOD             ARHD
 DQ3570
 DQ3570                          STATION DESCRIPTION
 DQ3570
 DQ3570'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 DQ3570'THE STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) NORTHWEST OF LESLIE, 3.3
 DQ3570'MI (5.3 KM) NORTHEAST OF CANAAN AND 1.8 MI (2.9 KM) WEST-SOUTHWEST OF
 DQ3570'MARSHALL.  OWNERSHIP--MARSHALL AIRPORT.
 DQ3570'
 DQ3570'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 27,
 DQ3570'GO NORTH ON HIGHWAY 65 FOR 1.45 MI (2.33 KM) TO CITY STREET AIRPORT
 DQ3570'ROAD TURN LEFT AND GO 0.7 MI (1.1 KM) TO THE MARSHALL AIRPORT THEN GO
 DQ3570'THRU THE MARSHALL AIRPORT GATE FOR 0.1 MI (0.2 KM) ACROSS PART OF THE
 DQ3570'ASPHALT PARKING TO THE STATION ON THE RIGHT.
 DQ3570'
 DQ3570'IT IS 129 FT (39.3 M) NORTHWEST OF THE NORTH SIDE OF A TAXIWAY AND 1
 DQ3570'FT (0.3 M) SOUTHEAST OF A CHAIN LINK FENCE CORNER.
 DQ3570'
 DQ3570'NOTE-ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH (13 CM) LOGO CAP.
 DQ3570
 DQ3570                          STATION RECOVERY (2025)
 DQ3570
 DQ3570'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2025 (JH)
 DQ3570'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR7328 ***********************************************************************
 DR7328  DESIGNATION -  K SCOTT
 DR7328  PID         -  DR7328
 DR7328  STATE/COUNTY-  AR/SHARP
 DR7328  COUNTRY     -  US
 DR7328  USGS QUAD   -  HARDY (2017)
 DR7328
 DR7328                         *CURRENT SURVEY CONTROL
 DR7328  ______________________________________________________________________
 DR7328* NAD 83(1986) POSITION- 36 18 56.84   (N) 091 28 40.60   (W)   HD_HELD1
 DR7328* NAVD 88 ORTHO HEIGHT -   114.831 (meters)      376.74  (feet) ADJUSTED
 DR7328  ______________________________________________________________________
 DR7328  GEOID HEIGHT    -        -28.413 (meters)                     GEOID18
 DR7328  DYNAMIC HEIGHT  -        114.736 (meters)      376.43  (feet) COMP
 DR7328  MODELED GRAVITY -    979,803.8   (mgal)                       NAVD 88
 DR7328
 DR7328  VERT ORDER      -  SECOND    CLASS I
 DR7328
 DR7328.The horizontal coordinates were determined by differentially corrected
 DR7328.hand held GPS observations or other comparable positioning techniques
 DR7328.and have an estimated accuracy of +/- 3 meters.
 DR7328
 DR7328.The orthometric height was determined by differential leveling and
 DR7328.adjusted by the NATIONAL GEODETIC SURVEY
 DR7328.in January 2022.
 DR7328
 DR7328.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7328.GEOID18 height accuracy estimate available here.
 DR7328
 DR7328.Click photographs - Photos may exist for this station.
 DR7328
 DR7328.The dynamic height is computed by dividing the NAVD 88
 DR7328.geopotential number by the normal gravity value computed on the
 DR7328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7328.degrees latitude (g = 980.6199 gals.).
 DR7328
 DR7328.The modeled gravity was interpolated from observed gravity values.
 DR7328
 DR7328;                    North         East    Units  Estimated Accuracy
 DR7328;SPC AR N     -   220,070.0     446,882.7     MT  (+/- 3 meters HH1 GPS) 
 DR7328
 DR7328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA3663520049(NAD 83)
 DR7328
 DR7328                          SUPERSEDED SURVEY CONTROL
 DR7328
 DR7328.No superseded survey control is available for this station.
 DR7328
 DR7328_MARKER: DB = BENCH MARK DISK
 DR7328_SETTING: 66 = SET IN ROCK OUTCROP
 DR7328_STAMPING: K SCOTT 2021
 DR7328_MARK LOGO: ARHD
 DR7328_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR7328_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DR7328+STABILITY: POSITION/ELEVATION WELL
 DR7328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7328+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2021
 DR7328
 DR7328  HISTORY     - Date     Condition        Report By
 DR7328  HISTORY     - 20210914 MONUMENTED       ARHD
 DR7328
 DR7328                          STATION DESCRIPTION
 DR7328
 DR7328'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2021 (JDH)
 DR7328'THE MARK IS LOCATED ABOUT 8.1 MI (13.0 KM) WEST-NORTHWEST OF
 DR7328'WILLIFORD, 4.2 MI (6.8 KM) NORTH-NORTHEAST OF STUART AND IN THE TOWN
 DR7328'OF HARDY, AR.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7328'
 DR7328'TO REACH FROM THE INTERSECTION OF US HIGHWAY 62/412 AND US HIGHWAY 63,
 DR7328'HEAD SOUTH ALONG HIGHWAY 63 FOR 0.65 MI (1.05 KM) TO THE STATION ON
 DR7328'THE LEFT, IN A 3'X3' ROCK.
 DR7328'
 DR7328'IT IS 61 FT (18.6 M) NORTHWEST OF A COMBINATION POLE, 45 FT (13.7 M)
 DR7328'NORTH OF HIGHWAY 63 CENTERLINE AND 16 FT (4.9 M) SOUTH OF A ROCK
 DR7328'LEDGE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL1436 ***********************************************************************
 DL1436  DESIGNATION -  KAIRK
 DL1436  PID         -  DL1436
 DL1436  STATE/COUNTY-  AR/NEVADA
 DL1436  COUNTRY     -  US
 DL1436  USGS QUAD   -  BLUFF CITY (2017)
 DL1436
 DL1436                         *CURRENT SURVEY CONTROL
 DL1436  ______________________________________________________________________
 DL1436* NAD 83(1997) POSITION- 33 39 37.27584(N) 093 09 08.31276(W)   ADJUSTED
 DL1436* NAVD 88 ORTHO HEIGHT -   111.    (meters)      364.    (feet) SCALED
 DL1436  ______________________________________________________________________
 DL1436  GEOID HEIGHT    -        -26.541 (meters)                     GEOID18
 DL1436  LAPLACE CORR    -          1.37  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1436.GEOID18 height accuracy estimate available here.
 DL1436
 DL1436.Click photographs - Photos may exist for this station.
 DL1436
 DL1436.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1436
 DL1436. The following values were computed from the NAD 83(1997) position.
 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     -   0.99998674  x   0.99993965  =   0.99992639
 DL1436!UTM  15      -   0.99998674  x   0.99960246  =   0.99958921
 DL1436
 DL1436:                Primary Azimuth Mark                     Grid Az
 DL1436:SPC AR S     -  CALE                                     248 26 00.4
 DL1436:UTM  15      -  CALE                                     247 52 22.5
 DL1436
 DL1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT8587824508(NAD 83)
 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(1993)-  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
 DL1436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1436.See file dsdata.pdf to determine how the superseded data were derived.
 DL1436
 DL1436_MARKER: DS = TRIANGULATION STATION DISK
 DL1436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1436_STAMPING: KAIRK 1942
 DL1436_MARK LOGO: CGS
 DL1436_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL1436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1436+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0252 ***********************************************************************
 EJ0252  DESIGNATION -  KAN
 EJ0252  PID         -  EJ0252
 EJ0252  STATE/COUNTY-  AR/PULASKI
 EJ0252  COUNTRY     -  US
 EJ0252  USGS QUAD   -  PINNACLE MOUNTAIN (2017)
 EJ0252
 EJ0252                         *CURRENT SURVEY CONTROL
 EJ0252  ______________________________________________________________________
 EJ0252* NAD 83(1986) POSITION- 34 49 29.89   (N) 092 28 54.47   (W)   HD_HELD1
 EJ0252* NAVD 88 ORTHO HEIGHT -    82.896 (meters)      271.97  (feet) ADJUSTED
 EJ0252  ______________________________________________________________________
 EJ0252  GEOID HEIGHT    -        -27.111 (meters)                     GEOID18
 EJ0252  DYNAMIC HEIGHT  -         82.819 (meters)      271.72  (feet) COMP
 EJ0252  MODELED GRAVITY -    979,701.6   (mgal)                       NAVD 88
 EJ0252
 EJ0252  VERT ORDER      -  SECOND    CLASS I
 EJ0252
 EJ0252.The horizontal coordinates were determined by differentially corrected
 EJ0252.hand held GPS observations or other comparable positioning techniques
 EJ0252.and have an estimated accuracy of +/- 3 meters.
 EJ0252
 EJ0252.The orthometric height was determined by differential leveling and
 EJ0252.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0252.in September 2023.
 EJ0252
 EJ0252.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0252.GEOID18 height accuracy estimate available here.
 EJ0252
 EJ0252.Click photographs - Photos may exist for this station.
 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     -   639,495.6     355,923.7     MT  (+/- 3 meters HH1 GPS) 
 EJ0252
 EJ0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU4738753755(NAD 83)
 EJ0252
 EJ0252                          SUPERSEDED SURVEY CONTROL
 EJ0252
 EJ0252  NAVD 88 (06/15/91)   82.913  (m)          272.02   (f) SUPERSEDED  2 0
 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
 EJ0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0252.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0252
 EJ0252_MARKER: DD = SURVEY DISK
 EJ0252_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0252_STAMPING: KAN 1934
 EJ0252_MARK LOGO: CGS+SS
 EJ0252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0252
 EJ0252  HISTORY     - Date     Condition        Report By
 EJ0252  HISTORY     - 1934     MONUMENTED       ARGS
 EJ0252  HISTORY     - 1935     GOOD             CGS
 EJ0252  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0252
 EJ0252                          STATION DESCRIPTION
 EJ0252
 EJ0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 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 AND 4.4 FEET SOUTH OF NORTH CORNER
 EJ0252'OF 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 = MARCH 20, 2026 22:17:28 EDT
 EH2952 ***********************************************************************
 EH2952  DESIGNATION -  KANSAS
 EH2952  PID         -  EH2952
 EH2952  STATE/COUNTY-  AR/MONROE
 EH2952  COUNTRY     -  US
 EH2952  USGS QUAD   -  CROCKETTS BLUFF (2017)
 EH2952
 EH2952                         *CURRENT SURVEY CONTROL
 EH2952  ______________________________________________________________________
 EH2952* NAD 83(1997) POSITION- 34 29 41.83629(N) 091 07 37.66875(W)   ADJUSTED
 EH2952* NAVD 88 ORTHO HEIGHT -    50.84  (+/-2cm)      166.8   (feet) VERTCON3
 EH2952  ______________________________________________________________________
 EH2952  GEOID HEIGHT    -        -26.796 (meters)                     GEOID18
 EH2952  LAPLACE CORR    -         -0.84  (seconds)                    DEFLEC18
 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
 EH2952.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2952.GEOID18 height accuracy estimate available here.
 EH2952
 EH2952.The vertical order pertains to the NGVD 29 superseded value.
 EH2952
 EH2952.Click photographs - Photos may exist for this station.
 EH2952
 EH2952.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2952
 EH2952. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999623  x   0.99995068  =   0.99994691
 EH2952!UTM  15      -   0.99999623  x   0.99996448  =   0.99996071
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU7195618629(NAD 83)
 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(1993)-  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              50.88   (m)          166.9    (f) LEVELING    3  
 EH2952
 EH2952.Superseded values are not recommended for survey control.
 EH2952
 EH2952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2952.See file dsdata.pdf to determine how the superseded data were derived.
 EH2952
 EH2952_MARKER: DS = TRIANGULATION STATION DISK
 EH2952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2952_STAMPING: KANSAS 1965
 EH2952_MARK LOGO: CGS
 EH2952_PROJECTION: FLUSH
 EH2952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2952+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0242 ***********************************************************************
 EJ0242  DESIGNATION -  KAP
 EJ0242  PID         -  EJ0242
 EJ0242  STATE/COUNTY-  AR/PULASKI
 EJ0242  COUNTRY     -  US
 EJ0242  USGS QUAD   -  MAYFLOWER (2017)
 EJ0242
 EJ0242                         *CURRENT SURVEY CONTROL
 EJ0242  ______________________________________________________________________
 EJ0242* NAD 83(1986) POSITION- 34 52 38.76   (N) 092 29 19.76   (W)   HD_HELD1
 EJ0242* NAVD 88 ORTHO HEIGHT -    81.786 (meters)      268.33  (feet) ADJUSTED
 EJ0242  ______________________________________________________________________
 EJ0242  GEOID HEIGHT    -        -27.351 (meters)                     GEOID18
 EJ0242  DYNAMIC HEIGHT  -         81.710 (meters)      268.08  (feet) COMP
 EJ0242  MODELED GRAVITY -    979,698.0   (mgal)                       NAVD 88
 EJ0242
 EJ0242  VERT ORDER      -  SECOND    CLASS I
 EJ0242
 EJ0242.The horizontal coordinates were determined by differentially corrected
 EJ0242.hand held GPS observations or other comparable positioning techniques
 EJ0242.and have an estimated accuracy of +/- 3 meters.
 EJ0242
 EJ0242.The orthometric height was determined by differential leveling and
 EJ0242.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0242.in September 2023.
 EJ0242
 EJ0242.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0242.GEOID18 height accuracy estimate available here.
 EJ0242
 EJ0242.Click photographs - Photos may exist for this station.
 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     -   645,318.9     355,308.9     MT  (+/- 3 meters HH1 GPS) 
 EJ0242
 EJ0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU4671559570(NAD 83)
 EJ0242
 EJ0242                          SUPERSEDED SURVEY CONTROL
 EJ0242
 EJ0242  NAVD 88 (06/15/91)   81.806  (m)          268.39   (f) SUPERSEDED  2 0
 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
 EJ0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0242.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0242
 EJ0242_MARKER: DD = SURVEY DISK
 EJ0242_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0242_STAMPING: KAP 1934
 EJ0242_MARK LOGO: CGS+SS
 EJ0242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0242
 EJ0242  HISTORY     - Date     Condition        Report By
 EJ0242  HISTORY     - 1934     MONUMENTED       ARGS
 EJ0242  HISTORY     - 20050512 MARK NOT FOUND   GEOCAC
 EJ0242
 EJ0242                          STATION DESCRIPTION
 EJ0242
 EJ0242'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1934
 EJ0242'2.1 MILES SOUTH OF ROLAND ALONG C.R.I. AND P.RY. FROM THE STATION,
 EJ0242'ABOUT 175 FEET SOUTHWEST OF TELEPHONE POLE 157+15, ABOUT 160 FEET
 EJ0242'SOUTHEAST OF CONCRETE CULVERT UNDER R.R., 47.9 FEET SOUTH OF THE
 EJ0242'CENTERLINE OF CHICAGO, ROCK ISLAND AND PACIFIC R.R. AND 37.9 FEET
 EJ0242'NORTH OF THE CENTERLINE OF THE COUNTY ROAD.  A TABLET SET IN A PRECAST
 EJ0242'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 = MARCH 20, 2026 22:17:28 EDT
 EJ0302 ***********************************************************************
 EJ0302  DESIGNATION -  KARD
 EJ0302  PID         -  EJ0302
 EJ0302  STATE/COUNTY-  AR/PULASKI
 EJ0302  COUNTRY     -  US
 EJ0302  USGS QUAD   -  MCALMONT (2017)
 EJ0302
 EJ0302                         *CURRENT SURVEY CONTROL
 EJ0302  ______________________________________________________________________
 EJ0302* NAD 83(1986) POSITION- 34 45 50.     (N) 092 14 06.     (W)   SCALED
 EJ0302* NAVD 88 ORTHO HEIGHT -    76.11  (+/-2cm)      249.7   (feet) VERTCON3
 EJ0302  ______________________________________________________________________
 EJ0302  GEOID HEIGHT    -        -26.687 (meters)                     GEOID18
 EJ0302  VERT ORDER      -  ? (See Below)
 EJ0302
 EJ0302.The horizontal coordinates were scaled from a 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
 EJ0302.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0302.GEOID18 height accuracy estimate available here.
 EJ0302
 EJ0302.The vertical order pertains to the NGVD 29 superseded value.
 EJ0302
 EJ0302.Click photographs - Photos may exist for this station.
 EJ0302
 EJ0302;                    North         East    Units  Estimated Accuracy
 EJ0302;SPC AR S     -   632,640.      378,490.      MT  (+/- 180 meters Scaled)
 EJ0302
 EJ0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU700471(NAD 83)
 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
 EJ0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0302.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0302
 EJ0302_MARKER: DD = SURVEY DISK
 EJ0302_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0302_STAMPING: KARD 1938
 EJ0302_MARK LOGO: CGS+SS
 EJ0302_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0302
 EJ0302  HISTORY     - Date     Condition        Report By
 EJ0302  HISTORY     - 1938     MONUMENTED       ARGS
 EJ0302  HISTORY     - 1955     MARK NOT FOUND   CGS
 EJ0302
 EJ0302                          STATION DESCRIPTION
 EJ0302
 EJ0302'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0305 ***********************************************************************
 EJ0305  DESIGNATION -  KARK
 EJ0305  PID         -  EJ0305
 EJ0305  STATE/COUNTY-  AR/PULASKI
 EJ0305  COUNTRY     -  US
 EJ0305  USGS QUAD   -  MCALMONT (2017)
 EJ0305
 EJ0305                         *CURRENT SURVEY CONTROL
 EJ0305  ______________________________________________________________________
 EJ0305* NAD 83(1986) POSITION- 34 47 35.     (N) 092 11 59.     (W)   SCALED
 EJ0305* NAVD 88 ORTHO HEIGHT -    84.63  (+/-2cm)      277.7   (feet) VERTCON3
 EJ0305  ______________________________________________________________________
 EJ0305  GEOID HEIGHT    -        -26.756 (meters)                     GEOID18
 EJ0305  VERT ORDER      -  ? (See Below)
 EJ0305
 EJ0305.The horizontal coordinates were scaled from a 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
 EJ0305.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0305.GEOID18 height accuracy estimate available here.
 EJ0305
 EJ0305.The vertical order pertains to the NGVD 29 superseded value.
 EJ0305
 EJ0305.Click photographs - Photos may exist for this station.
 EJ0305
 EJ0305;                    North         East    Units  Estimated Accuracy
 EJ0305;SPC AR S     -   635,870.      381,720.      MT  (+/- 180 meters Scaled)
 EJ0305
 EJ0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU732503(NAD 83)
 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
 EJ0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0305.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0305
 EJ0305_MARKER: DD = SURVEY DISK
 EJ0305_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0305_STAMPING: KARK 1937
 EJ0305_MARK LOGO: CGS+SS
 EJ0305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0305
 EJ0305  HISTORY     - Date     Condition        Report By
 EJ0305  HISTORY     - 1937     MONUMENTED       ARGS
 EJ0305  HISTORY     - 1955     GOOD             CGS
 EJ0305
 EJ0305                          STATION DESCRIPTION
 EJ0305
 EJ0305'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0304 ***********************************************************************
 EJ0304  DESIGNATION -  KARL
 EJ0304  PID         -  EJ0304
 EJ0304  STATE/COUNTY-  AR/PULASKI
 EJ0304  COUNTRY     -  US
 EJ0304  USGS QUAD   -  MCALMONT (2017)
 EJ0304
 EJ0304                         *CURRENT SURVEY CONTROL
 EJ0304  ______________________________________________________________________
 EJ0304* NAD 83(1986) POSITION- 34 47 15.     (N) 092 12 20.     (W)   SCALED
 EJ0304* NAVD 88 ORTHO HEIGHT -    84.59  (+/-2cm)      277.5   (feet) VERTCON3
 EJ0304  ______________________________________________________________________
 EJ0304  GEOID HEIGHT    -        -26.742 (meters)                     GEOID18
 EJ0304  VERT ORDER      -  ? (See Below)
 EJ0304
 EJ0304.The horizontal coordinates were scaled from a 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
 EJ0304.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0304.GEOID18 height accuracy estimate available here.
 EJ0304
 EJ0304.The vertical order pertains to the NGVD 29 superseded value.
 EJ0304
 EJ0304.Click photographs - Photos may exist for this station.
 EJ0304
 EJ0304;                    North         East    Units  Estimated Accuracy
 EJ0304;SPC AR S     -   635,250.      381,190.      MT  (+/- 180 meters Scaled)
 EJ0304
 EJ0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU726497(NAD 83)
 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
 EJ0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0304.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0304
 EJ0304_MARKER: DD = SURVEY DISK
 EJ0304_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0304_STAMPING: KARL 1937
 EJ0304_MARK LOGO: CGS+SS
 EJ0304_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0304
 EJ0304  HISTORY     - Date     Condition        Report By
 EJ0304  HISTORY     - 1937     MONUMENTED       ARGS
 EJ0304  HISTORY     - 1955     GOOD             CGS
 EJ0304
 EJ0304                          STATION DESCRIPTION
 EJ0304
 EJ0304'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0249 ***********************************************************************
 EJ0249  DESIGNATION -  KAT
 EJ0249  PID         -  EJ0249
 EJ0249  STATE/COUNTY-  AR/PULASKI
 EJ0249  COUNTRY     -  US
 EJ0249  USGS QUAD   -  PINNACLE MOUNTAIN (2017)
 EJ0249
 EJ0249                         *CURRENT SURVEY CONTROL
 EJ0249  ______________________________________________________________________
 EJ0249* NAD 83(1986) POSITION- 34 51 00.     (N) 092 28 31.     (W)   SCALED
 EJ0249* NAVD 88 ORTHO HEIGHT -    81.237 (meters)      266.53  (feet) ADJUSTED
 EJ0249  ______________________________________________________________________
 EJ0249  GEOID HEIGHT    -        -27.214 (meters)                     GEOID18
 EJ0249  DYNAMIC HEIGHT  -         81.162 (meters)      266.28  (feet) COMP
 EJ0249  MODELED GRAVITY -    979,701.1   (mgal)                       NAVD 88
 EJ0249
 EJ0249  VERT ORDER      -  SECOND    CLASS I
 EJ0249
 EJ0249.The horizontal coordinates were scaled from a map and have
 EJ0249.an estimated accuracy of +/- 6 seconds.
 EJ0249
 EJ0249.The orthometric height was determined by differential leveling and
 EJ0249.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0249.in September 2023.
 EJ0249
 EJ0249.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0249.GEOID18 height accuracy estimate available here.
 EJ0249
 EJ0249.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU479565(NAD 83)
 EJ0249
 EJ0249                          SUPERSEDED SURVEY CONTROL
 EJ0249
 EJ0249  NAVD 88 (06/15/91)   81.255  (m)          266.58   (f) SUPERSEDED  2 0
 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
 EJ0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0249.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0249
 EJ0249_MARKER: DD = SURVEY DISK
 EJ0249_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0249_STAMPING: KAT 1934
 EJ0249_MARK LOGO: CGS+SS
 EJ0249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0249
 EJ0249  HISTORY     - Date     Condition        Report By
 EJ0249  HISTORY     - 1934     MONUMENTED       ARGS
 EJ0249  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0249
 EJ0249                          STATION DESCRIPTION
 EJ0249
 EJ0249'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1934
 EJ0249'2 MILES WEST OF PINNACLE ALONG C.R.I. AND P. RY. FROM STATION, ABOUT
 EJ0249'850 FEET SOUTHWEST OF RAILROAD BRIDGE NO. 1557 OVER BIG MAUMELLE
 EJ0249'CREEK, ABOUT 375 FEET SOUTHWEST OF M.P.155, 27.6 FEET NORTHWEST OF
 EJ0249'FENCE PARALLELING RAILROAD AND 22.5 FEET SOUTHEAST OF THE CENTERLINE
 EJ0249'OF THE CHICAGO, ROCK ISLAND AND PACIFIC R.R.  TABLET SET IN PRECAST
 EJ0249'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 = MARCH 20, 2026 22:17:28 EDT
 EJ0248 ***********************************************************************
 EJ0248  DESIGNATION -  KAY
 EJ0248  PID         -  EJ0248
 EJ0248  STATE/COUNTY-  AR/PULASKI
 EJ0248  COUNTRY     -  US
 EJ0248  USGS QUAD   -  PINNACLE MOUNTAIN (2017)
 EJ0248
 EJ0248                         *CURRENT SURVEY CONTROL
 EJ0248  ______________________________________________________________________
 EJ0248* NAD 83(1986) POSITION- 34 51 11.     (N) 092 28 11.     (W)   SCALED
 EJ0248* NAVD 88 ORTHO HEIGHT -    87.728 (meters)      287.82  (feet) ADJUSTED
 EJ0248  ______________________________________________________________________
 EJ0248  GEOID HEIGHT    -        -27.220 (meters)                     GEOID18
 EJ0248  DYNAMIC HEIGHT  -         87.646 (meters)      287.55  (feet) COMP
 EJ0248  MODELED GRAVITY -    979,701.3   (mgal)                       NAVD 88
 EJ0248
 EJ0248  VERT ORDER      -  SECOND    CLASS I
 EJ0248
 EJ0248.The horizontal coordinates were scaled from a map and have
 EJ0248.an estimated accuracy of +/- 6 seconds.
 EJ0248
 EJ0248.The orthometric height was determined by differential leveling and
 EJ0248.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0248.in September 2023.
 EJ0248
 EJ0248.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0248.GEOID18 height accuracy estimate available here.
 EJ0248
 EJ0248.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU484568(NAD 83)
 EJ0248
 EJ0248                          SUPERSEDED SURVEY CONTROL
 EJ0248
 EJ0248  NAVD 88 (06/15/91)   87.746  (m)          287.88   (f) SUPERSEDED  2 0
 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
 EJ0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0248.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0248
 EJ0248_MARKER: DD = SURVEY DISK
 EJ0248_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0248_STAMPING: KAY 1934
 EJ0248_MARK LOGO: CGS+SS
 EJ0248_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0248
 EJ0248  HISTORY     - Date     Condition        Report By
 EJ0248  HISTORY     - 1934     MONUMENTED       ARGS
 EJ0248  HISTORY     - 198506   MARK NOT FOUND   USGS
 EJ0248  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0248
 EJ0248                          STATION DESCRIPTION
 EJ0248
 EJ0248'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1934
 EJ0248'2.4 MILES WEST OF PINNACLE ALONG C.R.I. AND P.RY. FROM THE STATION,
 EJ0248'ABOUT 0.5 MILE SOUTH OF NATURAL STEPS RY. STATION, ABOUT 375 FEET
 EJ0248'SOUTH OF TELEPHONE MARKED 155+15, ABOUT 120 FEET NORTHWEST OF
 EJ0248'NORTHWEST CORNER OF TENNANT HOUSE, 87.5 FEET SOUTHEAST OF CENTERLINE
 EJ0248'OF C.R.I. AND P.RY. AND 34.2 FEET NORTH OF 24-INCH IN DIAMETER OAK
 EJ0248'TREE.  TABLET SET IN 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 = MARCH 20, 2026 22:17:28 EDT
 FF2110 ***********************************************************************
 FF2110  DESIGNATION -  KEE
 FF2110  PID         -  FF2110
 FF2110  STATE/COUNTY-  AR/GREENE
 FF2110  COUNTRY     -  US
 FF2110  USGS QUAD   -  LORADO (2017)
 FF2110
 FF2110                         *CURRENT SURVEY CONTROL
 FF2110  ______________________________________________________________________
 FF2110* NAD 83(1997) POSITION- 35 59 01.81326(N) 090 44 10.88055(W)   ADJUSTED
 FF2110* NAVD 88 ORTHO HEIGHT -   137.    (meters)      449.    (feet) SCALED
 FF2110  ______________________________________________________________________
 FF2110  GEOID HEIGHT    -        -27.955 (meters)                     GEOID18
 FF2110  LAPLACE CORR    -         -0.47  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF2110.GEOID18 height accuracy estimate available here.
 FF2110
 FF2110.Click photographs - Photos may exist for this station.
 FF2110
 FF2110.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF2110
 FF2110. The following values were computed from the NAD 83(1997) position.
 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     -   0.99998288  x   0.99996019  =   0.99994307
 FF2110!UTM  15      -   0.99998288  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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV0407584525(NAD 83)
 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(1995)-  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
 FF2110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2110.See file dsdata.pdf to determine how the superseded data were derived.
 FF2110
 FF2110_MARKER: DS = TRIANGULATION STATION DISK
 FF2110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2110_STAMPING: KEE 1953
 FF2110_MARK LOGO: CGS
 FF2110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF2110+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0241 ***********************************************************************
 EJ0241  DESIGNATION -  KEG
 EJ0241  PID         -  EJ0241
 EJ0241  STATE/COUNTY-  AR/PULASKI
 EJ0241  COUNTRY     -  US
 EJ0241  USGS QUAD   -  MAYFLOWER (2017)
 EJ0241
 EJ0241                         *CURRENT SURVEY CONTROL
 EJ0241  ______________________________________________________________________
 EJ0241* NAD 83(1986) POSITION- 34 52 59.07   (N) 092 29 48.90   (W)   HD_HELD1
 EJ0241* NAVD 88 ORTHO HEIGHT -    87.268 (meters)      286.31  (feet) ADJUSTED
 EJ0241  ______________________________________________________________________
 EJ0241  GEOID HEIGHT    -        -27.385 (meters)                     GEOID18
 EJ0241  DYNAMIC HEIGHT  -         87.186 (meters)      286.04  (feet) COMP
 EJ0241  MODELED GRAVITY -    979,697.0   (mgal)                       NAVD 88
 EJ0241
 EJ0241  VERT ORDER      -  SECOND    CLASS I
 EJ0241
 EJ0241.The horizontal coordinates were determined by differentially corrected
 EJ0241.hand held GPS observations or other comparable positioning techniques
 EJ0241.and have an estimated accuracy of +/- 3 meters.
 EJ0241
 EJ0241.The orthometric height was determined by differential leveling and
 EJ0241.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0241.in September 2023.
 EJ0241
 EJ0241.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0241.GEOID18 height accuracy estimate available here.
 EJ0241
 EJ0241.Click photographs - Photos may exist for this station.
 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     -   645,948.4     354,571.9     MT  (+/- 3 meters HH1 GPS) 
 EJ0241
 EJ0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU4597260192(NAD 83)
 EJ0241
 EJ0241                          SUPERSEDED SURVEY CONTROL
 EJ0241
 EJ0241  NAVD 88 (06/15/91)   87.287  (m)          286.37   (f) SUPERSEDED  2 0
 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
 EJ0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0241.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0241
 EJ0241_MARKER: DD = SURVEY DISK
 EJ0241_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0241_STAMPING: KEG 1934
 EJ0241_MARK LOGO: CGS+SS
 EJ0241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0241
 EJ0241  HISTORY     - Date     Condition        Report By
 EJ0241  HISTORY     - 1934     MONUMENTED       ARGS
 EJ0241
 EJ0241                          STATION DESCRIPTION
 EJ0241
 EJ0241'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1934
 EJ0241'1.5 MILE SOUTH OF ROLAND ALONG C.R.I.AND P. RY. FROM STATION, ABOUT
 EJ0241'1000 FEET NORTHWEST OF PRIVATE RAILROAD CROSSING, ABOUT 300 FEET
 EJ0241'NORTHWEST OF M.P.158, 45.4 FEET NORTHEAST OF THE CENTERLINE OF THE
 EJ0241'COUNTY ROAD, 31.6 FEET SOUTHWEST OF THE CENTERLINE OF C.R.I. AND P.RY.
 EJ0241'AND 18.8 FEET EAST OF A 12-INCH PINE TREE.  A TABLET SET IN PRECAST
 EJ0241'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1899 ***********************************************************************
 FF1899  DESIGNATION -  KEISER
 FF1899  PID         -  FF1899
 FF1899  STATE/COUNTY-  AR/MISSISSIPPI
 FF1899  COUNTRY     -  US
 FF1899  USGS QUAD   -  KEISER (2017)
 FF1899
 FF1899                         *CURRENT SURVEY CONTROL
 FF1899  ______________________________________________________________________
 FF1899* NAD 83(1997) POSITION- 35 40 11.10305(N) 090 05 56.20454(W)   ADJUSTED
 FF1899* NAVD 88 ORTHO HEIGHT -    69.    (meters)      226.    (feet) SCALED
 FF1899  ______________________________________________________________________
 FF1899  GEOID HEIGHT    -        -27.731 (meters)                     GEOID18
 FF1899  LAPLACE CORR    -          0.78  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1899.GEOID18 height accuracy estimate available here.
 FF1899
 FF1899.Click photographs - Photos may exist for this station.
 FF1899
 FF1899.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1899
 FF1899. The following values were computed from the NAD 83(1997) position.
 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     -  LITTLE                                   336 51 19.2
 FF1899:SPC TN       -  LITTLE                                   340 21 40.5
 FF1899:UTM  15      -  LITTLE                                   336 16 08.2
 FF1899
 FF1899_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6258751198(NAD 83)
 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(1995)-  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
 FF1899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1899.See file dsdata.pdf to determine how the superseded data were derived.
 FF1899
 FF1899_MARKER: DS = TRIANGULATION STATION DISK
 FF1899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1899_STAMPING: KEISER 1954
 FF1899_MARK LOGO: CGS
 FF1899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1899+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1900 ***********************************************************************
 FF1900  DESIGNATION -  KEISER MUNICIPAL TANK
 FF1900  PID         -  FF1900
 FF1900  STATE/COUNTY-  AR/MISSISSIPPI
 FF1900  COUNTRY     -  US
 FF1900  USGS QUAD   -  KEISER (2017)
 FF1900
 FF1900                         *CURRENT SURVEY CONTROL
 FF1900  ______________________________________________________________________
 FF1900* NAD 83(1997) POSITION- 35 40 33.05775(N) 090 05 49.84088(W)   ADJUSTED
 FF1900  ______________________________________________________________________
 FF1900  GEOID HEIGHT    -        -27.733 (meters)                     GEOID18
 FF1900  LAPLACE CORR    -          0.74  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1900.GEOID18 height accuracy estimate available here.
 FF1900
 FF1900.Click photographs - Photos may exist for this station.
 FF1900
 FF1900.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1900
 FF1900. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6272751879(NAD 83)
 FF1900
 FF1900                          SUPERSEDED SURVEY CONTROL
 FF1900
 FF1900  NAD 83(1995)-  35 40 33.05798(N)    090 05 49.84108(W) AD(       ) 3
 FF1900  NAD 83(1986)-  35 40 33.06908(N)    090 05 49.83896(W) AD(       ) 3
 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
 FF1900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1900.See file dsdata.pdf to determine how the superseded data were derived.
 FF1900
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1508 ***********************************************************************
 DL1508  DESIGNATION -  KELLER
 DL1508  PID         -  DL1508
 DL1508  STATE/COUNTY-  AR/MILLER
 DL1508  COUNTRY     -  US
 DL1508  USGS QUAD   -  GARLAND (2017)
 DL1508
 DL1508                         *CURRENT SURVEY CONTROL
 DL1508  ______________________________________________________________________
 DL1508* NAD 83(1997) POSITION- 33 18 07.45658(N) 093 43 44.82590(W)   ADJUSTED
 DL1508* NAVD 88 ORTHO HEIGHT -    68.    (meters)      223.    (feet) SCALED
 DL1508  ______________________________________________________________________
 DL1508  GEOID HEIGHT    -        -26.733 (meters)                     GEOID18
 DL1508  LAPLACE CORR    -          0.49  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1508.GEOID18 height accuracy estimate available here.
 DL1508
 DL1508.Click photographs - Photos may exist for this station.
 DL1508
 DL1508.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1508
 DL1508. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999353  x   0.99999954  =   0.99999307
 DL1508!UTM  15      -   0.99999353  x   0.99965681  =   0.99965034
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS3212185012(NAD 83)
 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(1993)-  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
 DL1508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1508.See file dsdata.pdf to determine how the superseded data were derived.
 DL1508
 DL1508_MARKER: DS = TRIANGULATION STATION DISK
 DL1508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1508_STAMPING: KELLER 1951
 DL1508_MARK LOGO: CGS
 DL1508_PROJECTION: RECESSED 20 CENTIMETERS
 DL1508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1508+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DL0702 ***********************************************************************
 DL0702  DESIGNATION -  KELLY LAKE 1 BOLT
 DL0702  PID         -  DL0702
 DL0702  STATE/COUNTY-  AR/MILLER
 DL0702  COUNTRY     -  US
 DL0702  USGS QUAD   -  GARLAND (2017)
 DL0702
 DL0702                         *CURRENT SURVEY CONTROL
 DL0702  ______________________________________________________________________
 DL0702* NAD 83(1986) POSITION- 33 17 18.     (N) 093 42 47.     (W)   SCALED
 DL0702* NAVD 88 ORTHO HEIGHT -    67.17  (+/-2cm)      220.4   (feet) VERTCON3
 DL0702  ______________________________________________________________________
 DL0702  GEOID HEIGHT    -        -26.709 (meters)                     GEOID18
 DL0702  VERT ORDER      -  ? (See Below)
 DL0702
 DL0702.The horizontal coordinates were scaled from a 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
 DL0702.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0702.GEOID18 height accuracy estimate available here.
 DL0702
 DL0702.The vertical order pertains to the NGVD 29 superseded value.
 DL0702
 DL0702.Click photographs - Photos may exist for this station.
 DL0702
 DL0702;                    North         East    Units  Estimated Accuracy
 DL0702;SPC AR S     -   470,290.      240,440.      MT  (+/- 180 meters Scaled)
 DL0702
 DL0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS336834(NAD 83)
 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
 DL0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0702.See file dsdata.pdf to determine how the superseded data were derived.
 DL0702
 DL0702_MARKER: B = BOLT
 DL0702_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL0702_SP_SET: UNDERGROUND STONE
 DL0702_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0702
 DL0702  HISTORY     - Date     Condition        Report By
 DL0702  HISTORY     - UNK      MONUMENTED       USACE
 DL0702  HISTORY     - 1935     GOOD             CGS
 DL0702
 DL0702                          STATION DESCRIPTION
 DL0702
 DL0702'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DL0704 ***********************************************************************
 DL0704  DESIGNATION -  KELLY LAKE 2 BOLT
 DL0704  PID         -  DL0704
 DL0704  STATE/COUNTY-  AR/MILLER
 DL0704  COUNTRY     -  US
 DL0704  USGS QUAD   -  GARLAND (2017)
 DL0704
 DL0704                         *CURRENT SURVEY CONTROL
 DL0704  ______________________________________________________________________
 DL0704* NAD 83(1986) POSITION- 33 17 23.     (N) 093 42 51.     (W)   SCALED
 DL0704* NAVD 88 ORTHO HEIGHT -    66.89  (+/-2cm)      219.5   (feet) VERTCON3
 DL0704  ______________________________________________________________________
 DL0704  GEOID HEIGHT    -        -26.712 (meters)                     GEOID18
 DL0704  VERT ORDER      -  ? (See Below)
 DL0704
 DL0704.The horizontal coordinates were scaled from a 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
 DL0704.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0704.GEOID18 height accuracy estimate available here.
 DL0704
 DL0704.The vertical order pertains to the NGVD 29 superseded value.
 DL0704
 DL0704.Click photographs - Photos may exist for this station.
 DL0704
 DL0704;                    North         East    Units  Estimated Accuracy
 DL0704;SPC AR S     -   470,440.      240,340.      MT  (+/- 180 meters Scaled)
 DL0704
 DL0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS335836(NAD 83)
 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
 DL0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0704.See file dsdata.pdf to determine how the superseded data were derived.
 DL0704
 DL0704_MARKER: B = BOLT
 DL0704_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL0704_SP_SET: UNDERGROUND STONE
 DL0704_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0704
 DL0704  HISTORY     - Date     Condition        Report By
 DL0704  HISTORY     - UNK      MONUMENTED       USACE
 DL0704  HISTORY     - 1935     GOOD             CGS
 DL0704
 DL0704                          STATION DESCRIPTION
 DL0704
 DL0704'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DK2016 ***********************************************************************
 DK2016  DESIGNATION -  KELSO
 DK2016  PID         -  DK2016
 DK2016  STATE/COUNTY-  AR/DESHA
 DK2016  COUNTRY     -  US
 DK2016  USGS QUAD   -  KELSO (2017)
 DK2016
 DK2016                         *CURRENT SURVEY CONTROL
 DK2016  ______________________________________________________________________
 DK2016* NAD 83(1997) POSITION- 33 48 21.26403(N) 091 16 03.32047(W)   ADJUSTED
 DK2016* NAVD 88 ORTHO HEIGHT -    45.    (meters)      148.    (feet) SCALED
 DK2016  ______________________________________________________________________
 DK2016  GEOID HEIGHT    -        -26.366 (meters)                     GEOID18
 DK2016  LAPLACE CORR    -         -1.99  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK2016.GEOID18 height accuracy estimate available here.
 DK2016
 DK2016.Click photographs - Photos may exist for this station.
 DK2016
 DK2016.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK2016
 DK2016. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 DK2016:SPC AR S     -  KELSO AZ MK                              199 05 34.1
 DK2016:UTM  15      -  KELSO AZ MK                              198 32 19.1
 DK2016
 DK2016_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT6035641984(NAD 83)
 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(1993)-  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
 DK2016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2016.See file dsdata.pdf to determine how the superseded data were derived.
 DK2016
 DK2016_MARKER: DS = TRIANGULATION STATION DISK
 DK2016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2016_STAMPING: KELSO 1940
 DK2016_MARK LOGO: CGS
 DK2016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK2016+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DQ3560 ***********************************************************************
 DQ3560  DESIGNATION -  KEN ROLLINS
 DQ3560  PID         -  DQ3560
 DQ3560  STATE/COUNTY-  AR/SEARCY
 DQ3560  COUNTRY     -  US
 DQ3560  USGS QUAD   -  HARRIET (2017)
 DQ3560
 DQ3560                         *CURRENT SURVEY CONTROL
 DQ3560  ______________________________________________________________________
 DQ3560* NAD 83(1986) POSITION- 35 53 39.68   (N) 092 36 53.14   (W)   HD_HELD1
 DQ3560* NAVD 88 ORTHO HEIGHT -   420.420 (meters)     1379.33  (feet) ADJUSTED
 DQ3560  ______________________________________________________________________
 DQ3560  GEOID HEIGHT    -        -28.059 (meters)                     GEOID18
 DQ3560  DYNAMIC HEIGHT  -        420.035 (meters)     1378.06  (feet) COMP
 DQ3560  MODELED GRAVITY -    979,702.8   (mgal)                       NAVD 88
 DQ3560
 DQ3560  VERT ORDER      -  SECOND    CLASS I
 DQ3560
 DQ3560.The horizontal coordinates were determined by differentially corrected
 DQ3560.hand held GPS observations or other comparable positioning techniques
 DQ3560.and have an estimated accuracy of +/- 3 meters.
 DQ3560
 DQ3560.The orthometric height was determined by differential leveling and
 DQ3560.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3560.in January 2017.
 DQ3560
 DQ3560.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3560.GEOID18 height accuracy estimate available here.
 DQ3560
 DQ3560.Click photographs - Photos may exist for this station.
 DQ3560
 DQ3560.The dynamic height is computed by dividing the NAVD 88
 DQ3560.geopotential number by the normal gravity value computed on the
 DQ3560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3560.degrees latitude (g = 980.6199 gals.).
 DQ3560
 DQ3560.The modeled gravity was interpolated from observed gravity values.
 DQ3560
 DQ3560;                    North         East    Units  Estimated Accuracy
 DQ3560;SPC AR N     -   173,357.3     344,500.1     MT  (+/- 3 meters HH1 GPS) 
 DQ3560
 DQ3560_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV3476672299(NAD 83)
 DQ3560
 DQ3560                          SUPERSEDED SURVEY CONTROL
 DQ3560
 DQ3560.No superseded survey control is available for this station.
 DQ3560
 DQ3560_MARKER: DD = SURVEY DISK
 DQ3560_SETTING: 66 = SET IN ROCK OUTCROP
 DQ3560_STAMPING: KEN ROLLINS LITTLE ROCK DISTRICT 2015
 DQ3560_MARK LOGO: USACE
 DQ3560_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3560_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DQ3560+STABILITY: POSITION/ELEVATION WELL
 DQ3560_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3560+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2025
 DQ3560
 DQ3560  HISTORY     - Date     Condition        Report By
 DQ3560  HISTORY     - 20150606 MONUMENTED       USACE
 DQ3560  HISTORY     - 20150611 GOOD             USACEL
 DQ3560  HISTORY     - 20160106 GOOD             ARHD
 DQ3560  HISTORY     - 20250715 GOOD             ARHD
 DQ3560
 DQ3560                          STATION DESCRIPTION
 DQ3560
 DQ3560'DESCRIBED BY USACE LITTLE ROCK 2015 (SCC)
 DQ3560'OPUS SOLUTION AVAILABLE.
 DQ3560
 DQ3560                          STATION RECOVERY (2016)
 DQ3560
 DQ3560'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 DQ3560'THE STATION IS LOCATED ABOUT 5.5 MI (8.8 KM) NORTHWEST OF LESLIE, 5.3
 DQ3560'MI (8.5 KM) EAST-NORTHEAST OF CANAAN AND 1.4 MI (2.3 KM) SOUTHEAST OF
 DQ3560'MARSHALL.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ3560'
 DQ3560'FROM THE INTERSECTION OF US HIGHWAY 65 AND ARKANSAS 27 NORTH NEAR THE
 DQ3560'SOUTH SIDE OF MARSHALL ARKANSAS, TRAVEL 1.75 KM (1.09 MI)
 DQ3560'SOUTH-SOUTHEAST ON US 65 TO A REST AREA AND THE MARK ON THE RIGHT.
 DQ3560'
 DQ3560'THE MARK IS 40 M (131.2 FT) SOUTH OF THE SOUTHERN MOST PICNIC SHELTER,
 DQ3560'2 M (6.6 FT) EAST OF THE SIGN FOR THE COFFEE SHOP, 45 M (147.6 FT)
 DQ3560'WEST OF THE CENTER LINE OF US 65, 25 M (82.0 FT) WEST OF THE CENTER
 DQ3560'LINE OF SEARCY CO HIGHWAY 9, 36 M (118.1 FT) SOUTHEAST OF THE
 DQ3560'SOUTHEAST CORNER OF THE COFFEE SHOP.
 DQ3560
 DQ3560                          STATION RECOVERY (2025)
 DQ3560
 DQ3560'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2025 (JH)
 DQ3560'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0812 ***********************************************************************
 GF0812  DESIGNATION -  KENNEDY
 GF0812  PID         -  GF0812
 GF0812  STATE/COUNTY-  AR/BOONE
 GF0812  COUNTRY     -  US
 GF0812  USGS QUAD   -  GAITHER (2017)
 GF0812
 GF0812                         *CURRENT SURVEY CONTROL
 GF0812  ______________________________________________________________________
 GF0812* NAD 83(1997) POSITION- 36 14 28.19346(N) 093 13 30.56854(W)   ADJUSTED
 GF0812* NAVD 88 ORTHO HEIGHT -   637.    (meters)     2090.    (feet) SCALED
 GF0812  ______________________________________________________________________
 GF0812  GEOID HEIGHT    -        -28.188 (meters)                     GEOID18
 GF0812  LAPLACE CORR    -         -1.28  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0812.GEOID18 height accuracy estimate available here.
 GF0812
 GF0812.Click photographs - Photos may exist for this station.
 GF0812
 GF0812.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0812
 GF0812. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 GF0812:SPC AR N     -  KENNEDY AZ MK                            114 48 07.4
 GF0812:UTM  15      -  KENNEDY AZ MK                            114 13 20.1
 GF0812
 GF0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA7976910721(NAD 83)
 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
 GF0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0812.See file dsdata.pdf to determine how the superseded data were derived.
 GF0812
 GF0812_MARKER: DS = TRIANGULATION STATION DISK
 GF0812_SETTING: 66 = SET IN ROCK OUTCROP
 GF0812_STAMPING: KENNEDY 1954
 GF0812_MARK LOGO: CGS
 GF0812_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GF0812+STABILITY: POSITION/ELEVATION WELL
 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 = MARCH 20, 2026 22:17:28 EDT
 DL0368 ***********************************************************************
 DL0368  DESIGNATION -  KENT
 DL0368  PID         -  DL0368
 DL0368  STATE/COUNTY-  AR/OUACHITA
 DL0368  COUNTRY     -  US
 DL0368  USGS QUAD   -  HARMONY GROVE (2017)
 DL0368
 DL0368                         *CURRENT SURVEY CONTROL
 DL0368  ______________________________________________________________________
 DL0368* NAD 83(1997) POSITION- 33 37 32.23519(N) 092 48 49.15400(W)   ADJUSTED
 DL0368* NAVD 88 ORTHO HEIGHT -    34.682 (meters)      113.79  (feet) ADJUSTED
 DL0368  ______________________________________________________________________
 DL0368  GEOID HEIGHT    -        -26.286 (meters)                     GEOID18
 DL0368  LAPLACE CORR    -          1.11  (seconds)                    DEFLEC18
 DL0368  DYNAMIC HEIGHT  -         34.647 (meters)      113.67  (feet) COMP
 DL0368  MODELED GRAVITY -    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 and
 DL0368.adjusted by the NATIONAL GEODETIC SURVEY
 DL0368.in June 1991.
 DL0368
 DL0368.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0368.GEOID18 height accuracy estimate available here.
 DL0368
 DL0368.Click photographs - Photos may exist for this station.
 DL0368
 DL0368.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT1728320662(NAD 83)
 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(1993)-  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  NGVD 29              34.71   (m)          113.9    (f) LEVELING    3  
 DL0368
 DL0368.Superseded values are not recommended for survey control.
 DL0368
 DL0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0368.See file dsdata.pdf to determine how the superseded data were derived.
 DL0368
 DL0368_MARKER: DS = TRIANGULATION STATION DISK
 DL0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0368_STAMPING: KENT 1941
 DL0368_MARK LOGO: CGS
 DL0368_PROJECTION: RECESSED 46 CENTIMETERS
 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 - July 23, 2013
 DL0368
 DL0368  HISTORY     - Date     Condition        Report By
 DL0368  HISTORY     - 1941     MONUMENTED       CGS
 DL0368  HISTORY     - 1960     GOOD             CGS
 DL0368  HISTORY     - 1964     GOOD             CGS
 DL0368  HISTORY     - 1964     GOOD             CGS
 DL0368  HISTORY     - 19921130 GOOD             NOS
 DL0368  HISTORY     - 20130723 GOOD             ARHD
 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 COAST AND 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 COAST AND 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.
 DL0368
 DL0368                          STATION RECOVERY (2013)
 DL0368
 DL0368'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (CAW)
 DL0368'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH2822 ***********************************************************************
 EH2822  DESIGNATION -  KENT
 EH2822  PID         -  EH2822
 EH2822  STATE/COUNTY-  AR/LEE
 EH2822  COUNTRY     -  US
 EH2822  USGS QUAD   -  BRICKEYS (2017)
 EH2822
 EH2822                         *CURRENT SURVEY CONTROL
 EH2822  ______________________________________________________________________
 EH2822* NAD 83(1997) POSITION- 34 47 59.05471(N) 090 32 23.65805(W)   ADJUSTED
 EH2822* NAVD 88 ORTHO HEIGHT -    58.    (meters)      190.    (feet) SCALED
 EH2822  ______________________________________________________________________
 EH2822  GEOID HEIGHT    -        -26.954 (meters)                     GEOID18
 EH2822  LAPLACE CORR    -         -1.17  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2822.GEOID18 height accuracy estimate available here.
 EH2822
 EH2822.Click photographs - Photos may exist for this station.
 EH2822
 EH2822.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2822
 EH2822. The following values were computed from the NAD 83(1997) position.
 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 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 MS W     -   0.99999513  x   0.99995440  =   0.99994953
 EH2822!UTM  15      -   0.99999513  x   1.00022432  =   1.00021945
 EH2822
 EH2822:                Primary Azimuth Mark                     Grid Az
 EH2822:SPC AR S     -  KENT AZ MK                               059 13 15.3
 EH2822:SPC MS W     -  KENT AZ MK                               060 09 21.6
 EH2822:UTM  15      -  KENT AZ MK                               058 38 00.7
 EH2822
 EH2822_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU2505753593(NAD 83)
 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(1995)-  34 47 59.05538(N)    090 32 23.65680(W) AD(       ) 2
 EH2822  NAD 83(1993)-  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
 EH2822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2822.See file dsdata.pdf to determine how the superseded data were derived.
 EH2822
 EH2822_MARKER: DS = TRIANGULATION STATION DISK
 EH2822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2822_STAMPING: KENT 1953
 EH2822_MARK LOGO: CGS
 EH2822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2822+STABILITY: SURFACE MOTION
 EH2822
 EH2822  HISTORY     - Date     Condition        Report By
 EH2822  HISTORY     - 1953     MONUMENTED       CGS
 EH2822  HISTORY     - 1957     GOOD             USACE
 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 ARMY CORPS OF 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 = MARCH 20, 2026 22:17:28 EDT
 EH2823 ***********************************************************************
 EH2823  DESIGNATION -  KENT 2
 EH2823  PID         -  EH2823
 EH2823  STATE/COUNTY-  AR/LEE
 EH2823  COUNTRY     -  US
 EH2823  USGS QUAD   -  BRICKEYS (2017)
 EH2823
 EH2823                         *CURRENT SURVEY CONTROL
 EH2823  ______________________________________________________________________
 EH2823* NAD 83(1997) POSITION- 34 48 03.93387(N) 090 32 10.84944(W)   ADJUSTED
 EH2823* NAVD 88 ORTHO HEIGHT -    66.0   (meters)      217.    (feet) VERTCON3
 EH2823  ______________________________________________________________________
 EH2823  GEOID HEIGHT    -        -26.957 (meters)                     GEOID18
 EH2823  LAPLACE CORR    -         -1.20  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2823.GEOID18 height accuracy estimate available here.
 EH2823
 EH2823.Click photographs - Photos may exist for this station.
 EH2823
 EH2823.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2823
 EH2823. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 EH2823:SPC AR S     -  KENT 2 AZ MK                             234 05 13.6
 EH2823:SPC MS W     -  KENT 2 AZ MK                             235 01 19.8
 EH2823:UTM  15      -  KENT 2 AZ MK                             233 29 58.7
 EH2823
 EH2823_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU2537953751(NAD 83)
 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(1995)-  34 48 03.93404(N)    090 32 10.84968(W) AD(       ) 1
 EH2823  NAD 83(1993)-  34 48 03.93464(N)    090 32 10.84917(W) AD(       ) 1
 EH2823  NAD 83(1990)-  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
 EH2823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2823.See file dsdata.pdf to determine how the superseded data were derived.
 EH2823
 EH2823_MARKER: DH = HORIZONTAL CONTROL DISK
 EH2823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2823_STAMPING: KENT 2 1979
 EH2823_MARK LOGO: NGS
 EH2823_PROJECTION: FLUSH
 EH2823_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EH2823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2823+STABILITY: SURFACE MOTION
 EH2823
 EH2823  HISTORY     - Date     Condition        Report By
 EH2823  HISTORY     - 1979     MONUMENTED       NGS
 EH2823  HISTORY     - 20050413 MARK NOT FOUND   USACE
 EH2823
 EH2823                          STATION DESCRIPTION
 EH2823
 EH2823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 EH2823'THE STATION IS LOCATED ABOUT 32.2 KM NORTH OF HELENA, 22.5 KM
 EH2823'EAST-NORTHEAST OF MARIANNA, 18.5 KM SOUTH-SOUTHWEST OF HUGHES, AND
 EH2823'ATOP THE MAIN LEVEE ALONG THE WEST SIDE OF THE MISSISSIPPI RIVER.
 EH2823'PERMISSION FOR THE STATION WAS OBTAINED FROM MR. BURRELL B. FAIR,
 EH2823'CHIEF ENGINEER FOR THE ST FRANCIS LEVEE DISTRICT, P.O. BOX 308, WEST
 EH2823'MEMPHIS, AR 72301.  TELEPHONE NUMBER 501-735-1062.
 EH2823'
 EH2823'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 79 AND STATE
 EH2823'HIGHWAY 131, ABOUT 1.1 KM SOUTH OF BRICKEYS, GO SOUTHEASTERLY ON STATE
 EH2823'HIGHWAY 131 FOR 9.4 KM (5.85 MI) TO A CROSSROAD AND A SMALL STORE IN
 EH2823'THE SOUTHEAST ANGLE.  TURN RIGHT AND GO SOUTHERLY ON A GRAVELED ROAD
 EH2823'FOR 3.3 KM (2.05 MI) TO A CATTLE GUARD.  CONTINUE AHEAD FOR 0.08 KM
 EH2823'(0.05 MI) TO A FORK.
 EH2823'
 EH2823'THE STATION IS 42.0 METERS AHEAD AND ATOP THE LEVEE.
 EH2823'
 EH2823'THE STATION IS A STANDARD NGS DISK STAMPED ---KENT 2 1979---, SET INTO
 EH2823'THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH
 EH2823'GROUND.  IT IS LOCATED 7.5 METERS SOUTHEAST FROM THE CENTER OF THE
 EH2823'LEVEE ROAD AND 1.77 METERS WEST FROM A METAL WITNESS POST.
 EH2823'
 EH2823'THE UNDERGROUND MARK IS A STANDARD NGS DISK 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 STAMPED
 EH2823'---KENT 2 NO 3 1979---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 EH2823'30 CM IN DIAMETER RECESSED 2 CM BELOW THE GROUND.  IT IS LOCATED 49.5
 EH2823'METERS SOUTHWEST FROM THE JUNCTION OF THE LEVEE ROAD AND A SIDE ROAD,
 EH2823'10.8 METERS SOUTHEAST FROM THE CENTER OF THE SIDE ROAD, AND 4.9 METERS
 EH2823'NORTHWEST FROM THE CENTER OF THE LEVEE ROAD.  THE MARK IS BELOW
 EH2823'STATION 0.5 METER.
 EH2823'
 EH2823'REFERENCE MARK NUMBER 04 IS A STANDARD NGS DISK STAMPED
 EH2823'---KENT 2 NO 4 1979---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 EH2823'30 CM IN DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 24.8 METERS
 EH2823'NORTHEAST FROM THE JUNCTION OF THE LEVEE ROAD AND A SIDE ROAD, 7.2
 EH2823'METERS SOUTHEAST FROM THE CENTER OF THE SIDE ROAD, 5.0 METERS
 EH2823'NORTHWEST FROM THE CENTER OF THE LEVEE ROAD, AND 0.55 METER EAST FROM
 EH2823'A METAL WITNESS POST.  THE MARK IS BELOW STATION 0.5 METER.
 EH2823'
 EH2823'AZIMUTH MARK NUMBER 01 IS A STANDARD NGS DISK STAMPED
 EH2823'---KENT 2 1979---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM
 EH2823'IN DIAMETER RECESSED 2 CM BELOW THE GROUND.  IT IS LOCATED 34.6 METERS
 EH2823'SOUTH FROM THE JUNCTION OF THE LEVEE ROAD AND A SIDE ROAD, 6.5 METERS
 EH2823'WEST FROM THE CENTER OF THE LEVEE ROAD, AND 0.80 METER NORTH-NORTHWEST
 EH2823'FROM A METAL WITNESS POST.
 EH2823'
 EH2823'TO REACH AZIMUTH MARK FROM THE STATION PROCEED SOUTHWEST ON THE LEVEE
 EH2823'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 = MARCH 20, 2026 22:17:28 EDT
 EH2828 ***********************************************************************
 EH2828  DESIGNATION -  KENT 2 AZ MK
 EH2828  PID         -  EH2828
 EH2828  STATE/COUNTY-  AR/LEE
 EH2828  COUNTRY     -  US
 EH2828  USGS QUAD   -  BRICKEYS (2017)
 EH2828
 EH2828                         *CURRENT SURVEY CONTROL
 EH2828  ______________________________________________________________________
 EH2828* NAD 83(1997) POSITION- 34 47 50.04208(N) 090 32 34.81538(W)   ADJUSTED
 EH2828* NAVD 88 ORTHO HEIGHT -    65.5   (meters)      215.    (feet) VERTCON3
 EH2828  ______________________________________________________________________
 EH2828  GEOID HEIGHT    -        -26.952 (meters)                     GEOID18
 EH2828  LAPLACE CORR    -         -1.14  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2828.GEOID18 height accuracy estimate available here.
 EH2828
 EH2828.Click photographs - Photos may exist for this station.
 EH2828
 EH2828.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2828
 EH2828. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU2478053308(NAD 83)
 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(1995)-  34 47 50.04227(N)    090 32 34.81564(W) AD(       ) 2
 EH2828  NAD 83(1993)-  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
 EH2828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2828.See file dsdata.pdf to determine how the superseded data were derived.
 EH2828
 EH2828_MARKER: DZ = AZIMUTH MARK DISK
 EH2828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2828_STAMPING: KENT 2 1979
 EH2828_MARK LOGO: NGS
 EH2828_PROJECTION: RECESSED 5 CENTIMETERS
 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     - 1979     MONUMENTED       NGS
 EH2828  HISTORY     - 20050413 GOOD             USACE
 EH2828
 EH2828                          STATION DESCRIPTION
 EH2828
 EH2828'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 EH2828'THE STATION IS LOCATED ABOUT 32.3 KILOMETERS (20 MI) NORTH OF HELENA,
 EH2828'22.5 KILOMETERS (14 MI) EAST-NORTHEAST OF MARIANNA, AND 18.5
 EH2828'KILOMETERS (11-1/2 MI) SOUTH-SOUTHWEST OF HUGHES.  PERMISSION FOR THE
 EH2828'STATION WAS OBTAINED FROM MR. BURRELL B. FAIR, CHIEF ENGINEER FOR THE
 EH2828'ST. FRANCIS LEVEE DISTRICT, P.O. BOX 308, WEST MEMPHIS, AR. 72301.
 EH2828'TELEPHONE NUMBER 501-735-1062.
 EH2828'
 EH2828'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 79 AND STATE
 EH2828'HIGHWAY 131, ABOUT 0.7 MILE (1.1 KM) SOUTHWEST OF BRICKEYS, GO
 EH2828'SOUTHEASTERLY ON STATE HIGHWAY 131 FOR 5.85 MILES (9.4 KM) TO A
 EH2828'CROSSROAD AND A SMALL STORE IN THE SOUTHEAST ANGLE.  TURN RIGHT AND GO
 EH2828'SOUTHERLY ON A DIRT ROAD FOR 2.05 MILE (3.3 KM) TO A CATTLE GUARD.
 EH2828'CONTINUE AHEAD 0.05 MILE (0.1 KM) A FORK.  TAKE THE RIGHT FORK TO THE
 EH2828'TOP OF THE 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 STAMPED
 EH2828'---KENT 2 1979---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM
 EH2828'IN DIAMETER RECESSED 2 CM BELOW THE GROUND.  IT IS LOCATED 34.6 METERS
 EH2828'SOUTH FROM THE JUNCTION OF THE LEVEE ROAD AND A SIDE ROAD, 6.5 METERS
 EH2828'WEST FROM THE CENTER OF THE LEVEE ROAD, AND 0.80 METER NORTH-NORTHWEST
 EH2828'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 = MARCH 20, 2026 22:17:28 EDT
 DL0366 ***********************************************************************
 DL0366  DESIGNATION -  KENT AZ MK
 DL0366  PID         -  DL0366
 DL0366  STATE/COUNTY-  AR/OUACHITA
 DL0366  COUNTRY     -  US
 DL0366  USGS QUAD   -  HARMONY GROVE (2017)
 DL0366
 DL0366                         *CURRENT SURVEY CONTROL
 DL0366  ______________________________________________________________________
 DL0366* NAD 83(1986) POSITION- 33 37 44.     (N) 092 48 38.     (W)   SCALED
 DL0366* NAVD 88 ORTHO HEIGHT -    34.016 (meters)      111.60  (feet) ADJUSTED
 DL0366  ______________________________________________________________________
 DL0366  GEOID HEIGHT    -        -26.284 (meters)                     GEOID18
 DL0366  DYNAMIC HEIGHT  -         33.981 (meters)      111.49  (feet) COMP
 DL0366  MODELED GRAVITY -    979,611.9   (mgal)                       NAVD 88
 DL0366
 DL0366  VERT ORDER      -  FIRST     CLASS II
 DL0366
 DL0366.The horizontal coordinates were scaled from a map and have
 DL0366.an estimated accuracy of +/- 6 seconds.
 DL0366
 DL0366.The orthometric height was determined by differential leveling and
 DL0366.adjusted by the NATIONAL GEODETIC SURVEY
 DL0366.in June 1991.
 DL0366
 DL0366.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0366.GEOID18 height accuracy estimate available here.
 DL0366
 DL0366.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT175210(NAD 83)
 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
 DL0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0366.See file dsdata.pdf to determine how the superseded data were derived.
 DL0366
 DL0366_MARKER: DZ = AZIMUTH MARK DISK
 DL0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0366_STAMPING: KENT 1941
 DL0366_MARK LOGO: CGS
 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             CGS
 DL0366  HISTORY     - 1964     GOOD             CGS
 DL0366  HISTORY     - 20090610 MARK NOT FOUND   ARHD
 DL0366
 DL0366                          STATION DESCRIPTION
 DL0366
 DL0366'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1964
 DL0366'RECOVERED IN GOOD CONDITION.
 DL0366
 DL0366                          STATION RECOVERY (2009)
 DL0366
 DL0366'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2009 (ST)
 DL0366'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0367 ***********************************************************************
 DL0367  DESIGNATION -  KENT RM 1
 DL0367  PID         -  DL0367
 DL0367  STATE/COUNTY-  AR/OUACHITA
 DL0367  COUNTRY     -  US
 DL0367  USGS QUAD   -  HARMONY GROVE (2017)
 DL0367
 DL0367                         *CURRENT SURVEY CONTROL
 DL0367  ______________________________________________________________________
 DL0367* NAD 83(1986) POSITION- 33 37 32.91   (N) 092 48 47.95   (W)   HD_HELD1
 DL0367* NAVD 88 ORTHO HEIGHT -    34.888 (meters)      114.46  (feet) ADJUSTED
 DL0367  ______________________________________________________________________
 DL0367  GEOID HEIGHT    -        -26.286 (meters)                     GEOID18
 DL0367  DYNAMIC HEIGHT  -         34.852 (meters)      114.34  (feet) COMP
 DL0367  MODELED GRAVITY -    979,611.3   (mgal)                       NAVD 88
 DL0367
 DL0367  VERT ORDER      -  FIRST     CLASS II
 DL0367
 DL0367.The horizontal coordinates were determined by differentially corrected
 DL0367.hand held GPS observations or other comparable positioning techniques
 DL0367.and have an estimated accuracy of +/- 3 meters.
 DL0367
 DL0367.The orthometric height was determined by differential leveling and
 DL0367.adjusted by the NATIONAL GEODETIC SURVEY
 DL0367.in June 1991.
 DL0367
 DL0367.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0367.GEOID18 height accuracy estimate available here.
 DL0367
 DL0367.Click photographs - Photos may exist for this station.
 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     -   506,680.6     324,538.8     MT  (+/- 3 meters HH1 GPS) 
 DL0367
 DL0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT1731420683(NAD 83)
 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
 DL0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0367.See file dsdata.pdf to determine how the superseded data were derived.
 DL0367
 DL0367_MARKER: DR = REFERENCE MARK DISK
 DL0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0367_STAMPING: KENT NO 1 1941
 DL0367_MARK LOGO: CGS
 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             CGS
 DL0367  HISTORY     - 1964     GOOD             CGS
 DL0367  HISTORY     - 20090610 MARK NOT FOUND   ARHD
 DL0367
 DL0367                          STATION DESCRIPTION
 DL0367
 DL0367'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1964
 DL0367'RECOVERED IN GOOD CONDITION.
 DL0367
 DL0367                          STATION RECOVERY (2009)
 DL0367
 DL0367'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2009 (ST)
 DL0367'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1890 ***********************************************************************
 EJ1890  DESIGNATION -  KENTUCKY
 EJ1890  PID         -  EJ1890
 EJ1890  STATE/COUNTY-  AR/SALINE
 EJ1890  COUNTRY     -  US
 EJ1890  USGS QUAD   -  LAKE NORRELL (2017)
 EJ1890
 EJ1890                         *CURRENT SURVEY CONTROL
 EJ1890  ______________________________________________________________________
 EJ1890* NAD 83(1997) POSITION- 34 38 42.14788(N) 092 42 31.82545(W)   ADJUSTED
 EJ1890* NAVD 88 ORTHO HEIGHT -   180.    (meters)      591.    (feet) SCALED
 EJ1890  ______________________________________________________________________
 EJ1890  GEOID HEIGHT    -        -26.857 (meters)                     GEOID18
 EJ1890  LAPLACE CORR    -          2.80  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1890.GEOID18 height accuracy estimate available here.
 EJ1890
 EJ1890.Click photographs - Photos may exist for this station.
 EJ1890
 EJ1890.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1890
 EJ1890. The following values were computed from the NAD 83(1997) position.
 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     -  SALEM                                    112 04 09.2
 EJ1890:UTM  15      -  SALEM                                    111 30 25.1
 EJ1890
 EJ1890_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU2668333719(NAD 83)
 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
 EJ1890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1890.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1890
 EJ1890_MARKER: DS = TRIANGULATION STATION DISK
 EJ1890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1890_STAMPING: KENTUCKY 1963
 EJ1890_MARK LOGO: CGS
 EJ1890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1890+STABILITY: SURFACE MOTION
 EJ1890
 EJ1890  HISTORY     - Date     Condition        Report By
 EJ1890  HISTORY     - 1963     MONUMENTED       CGS
 EJ1890  HISTORY     - 20140422 MARK NOT FOUND   ARHD
 EJ1890
 EJ1890                          STATION DESCRIPTION
 EJ1890
 EJ1890'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (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.
 EJ1890
 EJ1890                          STATION RECOVERY (2014)
 EJ1890
 EJ1890'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (VJB)
 EJ1890'PRESUMED DESTROYED, LARGE CHUNK OF CONCRETE FOUND BUT NO CAP.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1752 ***********************************************************************
 FG1752  DESIGNATION -  KENWOOD RESET
 FG1752  PID         -  FG1752
 FG1752  STATE/COUNTY-  AR/CONWAY
 FG1752  COUNTRY     -  US
 FG1752  USGS QUAD   -  MORRILTON WEST (2017)
 FG1752
 FG1752                         *CURRENT SURVEY CONTROL
 FG1752  ______________________________________________________________________
 FG1752* NAD 83(1997) POSITION- 35 12 02.25848(N) 092 48 48.83001(W)   ADJUSTED
 FG1752* NAVD 88 ORTHO HEIGHT -    97.    (meters)      318.    (feet) SCALED
 FG1752  ______________________________________________________________________
 FG1752  GEOID HEIGHT    -        -28.711 (meters)                     GEOID18
 FG1752  LAPLACE CORR    -          2.01  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1752.GEOID18 height accuracy estimate available here.
 FG1752
 FG1752.Click photographs - Photos may exist for this station.
 FG1752
 FG1752.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1752
 FG1752. The following values were computed from the NAD 83(1997) position.
 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     -   0.99998929  x   0.99995821  =   0.99994750
 FG1752!UTM  15      -   0.99998929  x   0.99960355  =   0.99959284
 FG1752
 FG1752:                Primary Azimuth Mark                     Grid Az
 FG1752:SPC AR N     -  KENWOOD AZ MK                            139 46 23.6
 FG1752:UTM  15      -  KENWOOD AZ MK                            139 11 32.4
 FG1752
 FG1752_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU1697095308(NAD 83)
 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
 FG1752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1752.See file dsdata.pdf to determine how the superseded data were derived.
 FG1752
 FG1752_MARKER: DS = TRIANGULATION STATION DISK
 FG1752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1752_STAMPING: KENWOOD 1940 1962
 FG1752_MARK LOGO: CGS
 FG1752_PROJECTION: FLUSH
 FG1752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1752+STABILITY: SURFACE MOTION
 FG1752
 FG1752  HISTORY     - Date     Condition        Report By
 FG1752  HISTORY     - 1962     MONUMENTED       CGS
 FG1752  HISTORY     - 1967     GOOD             CGS
 FG1752  HISTORY     - 1984     GOOD             NGS
 FG1752  HISTORY     - 20150228 MARK NOT FOUND   ARHD
 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.
 FG1752
 FG1752                          STATION RECOVERY (2015)
 FG1752
 FG1752'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (VJB)
 FG1752'RM 2 RECOVERED BUT NOT THE STATION MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0648 ***********************************************************************
 DL0648  DESIGNATION -  KERLIN
 DL0648  PID         -  DL0648
 DL0648  STATE/COUNTY-  AR/COLUMBIA
 DL0648  COUNTRY     -  US
 DL0648  USGS QUAD   -  CALHOUN (2017)
 DL0648
 DL0648                         *CURRENT SURVEY CONTROL
 DL0648  ______________________________________________________________________
 DL0648* NAD 83(1997) POSITION- 33 12 16.52441(N) 093 13 00.68749(W)   ADJUSTED
 DL0648* NAVD 88 ORTHO HEIGHT -   105.804 (meters)      347.13  (feet) ADJUSTED
 DL0648  ______________________________________________________________________
 DL0648  GEOID HEIGHT    -        -26.368 (meters)                     GEOID18
 DL0648  LAPLACE CORR    -          0.65  (seconds)                    DEFLEC18
 DL0648  DYNAMIC HEIGHT  -        105.690 (meters)      346.75  (feet) COMP
 DL0648  MODELED GRAVITY -    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 and
 DL0648.adjusted by the NATIONAL GEODETIC SURVEY
 DL0648.in June 1991.
 DL0648
 DL0648.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0648.GEOID18 height accuracy estimate available here.
 DL0648
 DL0648.Click photographs - Photos may exist for this station.
 DL0648
 DL0648.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 DL0648:SPC AR S     -  KERLIN AZ MK                             340 55 40.8
 DL0648:UTM  15      -  KERLIN AZ MK                             340 21 56.5
 DL0648
 DL0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS7978873989(NAD 83)
 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(1993)-  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  NGVD 29             105.85   (m)          347.3    (f) LEVELING    3  
 DL0648
 DL0648.Superseded values are not recommended for survey control.
 DL0648
 DL0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0648.See file dsdata.pdf to determine how the superseded data were derived.
 DL0648
 DL0648_MARKER: DS = TRIANGULATION STATION DISK
 DL0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0648_STAMPING: KERLIN 1950
 DL0648_MARK LOGO: CGS
 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             CGS
 DL0648  HISTORY     - 1963     GOOD             CGS
 DL0648  HISTORY     - 1963     GOOD             CGS
 DL0648  HISTORY     - 20240807 MARK NOT FOUND   ARHD
 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 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 COAST AND 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 COAST AND GEODETIC SURVEY 1963
 DL0648'RECOVERED IN GOOD CONDITION.
 DL0648
 DL0648                          STATION RECOVERY (2024)
 DL0648
 DL0648'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (SCW)
 DL0648'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0646 ***********************************************************************
 DL0646  DESIGNATION -  KERLIN AZ MK
 DL0646  PID         -  DL0646
 DL0646  STATE/COUNTY-  AR/COLUMBIA
 DL0646  COUNTRY     -  US
 DL0646  USGS QUAD   -  CALHOUN (2017)
 DL0646
 DL0646                         *CURRENT SURVEY CONTROL
 DL0646  ______________________________________________________________________
 DL0646* NAD 83(1986) POSITION- 33 12 41.     (N) 093 13 12.     (W)   SCALED
 DL0646* NAVD 88 ORTHO HEIGHT -    98.909 (meters)      324.50  (feet) ADJUSTED
 DL0646  ______________________________________________________________________
 DL0646  GEOID HEIGHT    -        -26.376 (meters)                     GEOID18
 DL0646  DYNAMIC HEIGHT  -         98.802 (meters)      324.15  (feet) COMP
 DL0646  MODELED GRAVITY -    979,557.4   (mgal)                       NAVD 88
 DL0646
 DL0646  VERT ORDER      -  SECOND    CLASS 0
 DL0646
 DL0646.The horizontal coordinates were scaled from a map and have
 DL0646.an estimated accuracy of +/- 6 seconds.
 DL0646
 DL0646.The orthometric height was determined by differential leveling and
 DL0646.adjusted by the NATIONAL GEODETIC SURVEY
 DL0646.in June 1991.
 DL0646
 DL0646.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0646.GEOID18 height accuracy estimate available here.
 DL0646
 DL0646.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS794747(NAD 83)
 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
 DL0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0646.See file dsdata.pdf to determine how the superseded data were derived.
 DL0646
 DL0646_MARKER: DZ = AZIMUTH MARK DISK
 DL0646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0646_STAMPING: KERLIN 1950
 DL0646_MARK LOGO: CGS
 DL0646_PROJECTION: PROJECTING 5 CENTIMETERS
 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             CGS
 DL0646  HISTORY     - 1963     GOOD             CGS
 DL0646  HISTORY     - 20240807 MARK NOT FOUND   ARHD
 DL0646
 DL0646                          STATION DESCRIPTION
 DL0646
 DL0646'DESCRIBED BY COAST AND 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, T17S, R20W, 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 COAST AND GEODETIC SURVEY 1963
 DL0646'RECOVERED IN GOOD CONDITION.
 DL0646
 DL0646                          STATION RECOVERY (2024)
 DL0646
 DL0646'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (SCW)
 DL0646'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0649 ***********************************************************************
 DL0649  DESIGNATION -  KERLIN RM 1
 DL0649  PID         -  DL0649
 DL0649  STATE/COUNTY-  AR/COLUMBIA
 DL0649  COUNTRY     -  US
 DL0649  USGS QUAD   -  CALHOUN (2017)
 DL0649
 DL0649                         *CURRENT SURVEY CONTROL
 DL0649  ______________________________________________________________________
 DL0649* NAD 83(1986) POSITION- 33 12 15.78   (N) 093 13 00.96   (W)   HD_HELD1
 DL0649* NAVD 88 ORTHO HEIGHT -   105.554 (meters)      346.31  (feet) ADJUSTED
 DL0649  ______________________________________________________________________
 DL0649  GEOID HEIGHT    -        -26.368 (meters)                     GEOID18
 DL0649  DYNAMIC HEIGHT  -        105.440 (meters)      345.93  (feet) COMP
 DL0649  MODELED GRAVITY -    979,556.9   (mgal)                       NAVD 88
 DL0649
 DL0649  VERT ORDER      -  SECOND    CLASS 0
 DL0649
 DL0649.The horizontal coordinates were determined by differentially corrected
 DL0649.hand held GPS observations or other comparable positioning techniques
 DL0649.and have an estimated accuracy of +/- 3 meters.
 DL0649
 DL0649.The orthometric height was determined by differential leveling and
 DL0649.adjusted by the NATIONAL GEODETIC SURVEY
 DL0649.in June 1991.
 DL0649
 DL0649.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0649.GEOID18 height accuracy estimate available here.
 DL0649
 DL0649.Click photographs - Photos may exist for this station.
 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     -   460,315.2     286,536.7     MT  (+/- 3 meters HH1 GPS) 
 DL0649
 DL0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS7978173966(NAD 83)
 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
 DL0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0649.See file dsdata.pdf to determine how the superseded data were derived.
 DL0649
 DL0649_MARKER: DR = REFERENCE MARK DISK
 DL0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0649_STAMPING: KERLIN NO 1 1950
 DL0649_MARK LOGO: CGS
 DL0649_PROJECTION: PROJECTING 38 CENTIMETERS
 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             CGS
 DL0649  HISTORY     - 1963     GOOD             CGS
 DL0649  HISTORY     - 20240807 MARK NOT FOUND   ARHD
 DL0649
 DL0649                          STATION DESCRIPTION
 DL0649
 DL0649'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1963
 DL0649'RECOVERED IN GOOD CONDITION.
 DL0649
 DL0649                          STATION RECOVERY (2024)
 DL0649
 DL0649'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (SCW)
 DL0649'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0647 ***********************************************************************
 DL0647  DESIGNATION -  KERLIN RM 2
 DL0647  PID         -  DL0647
 DL0647  STATE/COUNTY-  AR/COLUMBIA
 DL0647  COUNTRY     -  US
 DL0647  USGS QUAD   -  CALHOUN (2017)
 DL0647
 DL0647                         *CURRENT SURVEY CONTROL
 DL0647  ______________________________________________________________________
 DL0647* NAD 83(1986) POSITION- 33 12 16.76   (N) 093 13 01.32   (W)   HD_HELD1
 DL0647* NAVD 88 ORTHO HEIGHT -   106.156 (meters)      348.28  (feet) ADJUSTED
 DL0647  ______________________________________________________________________
 DL0647  GEOID HEIGHT    -        -26.369 (meters)                     GEOID18
 DL0647  DYNAMIC HEIGHT  -        106.042 (meters)      347.91  (feet) COMP
 DL0647  MODELED GRAVITY -    979,556.9   (mgal)                       NAVD 88
 DL0647
 DL0647  VERT ORDER      -  SECOND    CLASS 0
 DL0647
 DL0647.The horizontal coordinates were determined by differentially corrected
 DL0647.hand held GPS observations or other comparable positioning techniques
 DL0647.and have an estimated accuracy of +/- 3 meters.
 DL0647
 DL0647.The orthometric height was determined by differential leveling and
 DL0647.adjusted by the NATIONAL GEODETIC SURVEY
 DL0647.in June 1991.
 DL0647
 DL0647.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0647.GEOID18 height accuracy estimate available here.
 DL0647
 DL0647.Click photographs - Photos may exist for this station.
 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     -   460,345.5     286,527.7     MT  (+/- 3 meters HH1 GPS) 
 DL0647
 DL0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS7977273996(NAD 83)
 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
 DL0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0647.See file dsdata.pdf to determine how the superseded data were derived.
 DL0647
 DL0647_MARKER: DR = REFERENCE MARK DISK
 DL0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0647_STAMPING: KERLIN NO 2 1950
 DL0647_MARK LOGO: CGS
 DL0647_PROJECTION: PROJECTING 10 CENTIMETERS
 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             CGS
 DL0647  HISTORY     - 1963     GOOD             CGS
 DL0647  HISTORY     - 20240807 MARK NOT FOUND   ARHD
 DL0647
 DL0647                          STATION DESCRIPTION
 DL0647
 DL0647'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1963
 DL0647'RECOVERED IN GOOD CONDITION.
 DL0647
 DL0647                          STATION RECOVERY (2024)
 DL0647
 DL0647'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (SCW)
 DL0647'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0307 ***********************************************************************
 EJ0307  DESIGNATION -  KERN
 EJ0307  PID         -  EJ0307
 EJ0307  STATE/COUNTY-  AR/PULASKI
 EJ0307  COUNTRY     -  US
 EJ0307  USGS QUAD   -  MCALMONT (2017)
 EJ0307
 EJ0307                         *CURRENT SURVEY CONTROL
 EJ0307  ______________________________________________________________________
 EJ0307* NAD 83(1986) POSITION- 34 48 49.     (N) 092 10 31.     (W)   SCALED
 EJ0307* NAVD 88 ORTHO HEIGHT -    77.87  (+/-2cm)      255.5   (feet) VERTCON3
 EJ0307  ______________________________________________________________________
 EJ0307  GEOID HEIGHT    -        -26.811 (meters)                     GEOID18
 EJ0307  VERT ORDER      -  ? (See Below)
 EJ0307
 EJ0307.The horizontal coordinates were scaled from a 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
 EJ0307.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0307.GEOID18 height accuracy estimate available here.
 EJ0307
 EJ0307.The vertical order pertains to the NGVD 29 superseded value.
 EJ0307
 EJ0307.Click photographs - Photos may exist for this station.
 EJ0307
 EJ0307;                    North         East    Units  Estimated Accuracy
 EJ0307;SPC AR S     -   638,150.      383,960.      MT  (+/- 180 meters Scaled)
 EJ0307
 EJ0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU754526(NAD 83)
 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
 EJ0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0307.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0307
 EJ0307_MARKER: DD = SURVEY DISK
 EJ0307_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0307_STAMPING: KERN 1937
 EJ0307_MARK LOGO: CGS+SS
 EJ0307_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0307
 EJ0307  HISTORY     - Date     Condition        Report By
 EJ0307  HISTORY     - 1937     MONUMENTED       ARGS
 EJ0307  HISTORY     - 1955     GOOD             CGS
 EJ0307
 EJ0307                          STATION DESCRIPTION
 EJ0307
 EJ0307'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1600 ***********************************************************************
 EJ1600  DESIGNATION -  KERR
 EJ1600  PID         -  EJ1600
 EJ1600  STATE/COUNTY-  AR/LONOKE
 EJ1600  COUNTRY     -  US
 EJ1600  USGS QUAD   -  JACKSONVILLE (2017)
 EJ1600
 EJ1600                         *CURRENT SURVEY CONTROL
 EJ1600  ______________________________________________________________________
 EJ1600* NAD 83(1997) POSITION- 34 47 09.12368(N) 092 04 30.56403(W)   ADJUSTED
 EJ1600* NAVD 88 ORTHO HEIGHT -    74.882 (meters)      245.68  (feet) POSTED
 EJ1600  ______________________________________________________________________
 EJ1600  GEOID HEIGHT    -        -26.727 (meters)                     GEOID18
 EJ1600  LAPLACE CORR    -         -0.27  (seconds)                    DEFLEC18
 EJ1600  DYNAMIC HEIGHT  -         74.81  (meters)      245.4   (feet) COMP
 EJ1600  MODELED GRAVITY -    979,709.3   (mgal)                       NAVD 88
 EJ1600
 EJ1600  HORZ ORDER      -  FIRST
 EJ1600  VERT ORDER      -  * POSTED, 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
 EJ1600.* This is a POSTED BENCH MARK height.
 EJ1600
 EJ1600.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1600.GEOID18 height accuracy estimate available here.
 EJ1600
 EJ1600.Click photographs - Photos may exist for this station.
 EJ1600
 EJ1600.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU8461449686(NAD 83)
 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  USSD        -  34 47 08.95800(N)    092 04 29.71700(W) AD(       ) 3
 EJ1600  NGVD 29 (??/??/92)   74.921  (m)          245.80   (f) ADJ UNCH    1 2
 EJ1600  NGVD 29              74.94   (m)          245.9    (f) LEVELING    3  
 EJ1600
 EJ1600.Superseded values are not recommended for survey control.
 EJ1600
 EJ1600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1600.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1600
 EJ1600_MARKER: DS = TRIANGULATION STATION DISK
 EJ1600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1600_STAMPING: KERR 1916 1920
 EJ1600_MARK LOGO: CGS
 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             CGS
 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1569 ***********************************************************************
 EJ1569  DESIGNATION -  KERR RM 1
 EJ1569  PID         -  EJ1569
 EJ1569  STATE/COUNTY-  AR/LONOKE
 EJ1569  COUNTRY     -  US
 EJ1569  USGS QUAD   -  JACKSONVILLE (2017)
 EJ1569
 EJ1569                         *CURRENT SURVEY CONTROL
 EJ1569  ______________________________________________________________________
 EJ1569* NAD 83(1986) POSITION- 34 47 09.44   (N) 092 04 31.47   (W)   HD_HELD1
 EJ1569* NAVD 88 ORTHO HEIGHT -    74.338 (meters)      243.89  (feet) ADJUSTED
 EJ1569  ______________________________________________________________________
 EJ1569  GEOID HEIGHT    -        -26.727 (meters)                     GEOID18
 EJ1569  DYNAMIC HEIGHT  -         74.269 (meters)      243.66  (feet) COMP
 EJ1569  MODELED GRAVITY -    979,709.3   (mgal)                       NAVD 88
 EJ1569
 EJ1569  VERT ORDER      -  FIRST     CLASS II
 EJ1569
 EJ1569.The horizontal coordinates were determined by differentially corrected
 EJ1569.hand held GPS observations or other comparable positioning techniques
 EJ1569.and have an estimated accuracy of +/- 3 meters.
 EJ1569
 EJ1569.The orthometric height was determined by differential leveling and
 EJ1569.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1569.in June 1991.
 EJ1569
 EJ1569.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1569.GEOID18 height accuracy estimate available here.
 EJ1569
 EJ1569.Click photographs - Photos may exist for this station.
 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     -   635,066.3     393,098.2     MT  (+/- 3 meters HH1 GPS) 
 EJ1569
 EJ1569_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU8459049696(NAD 83)
 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
 EJ1569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1569.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1569
 EJ1569_MARKER: DR = REFERENCE MARK DISK
 EJ1569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1569_STAMPING: KERR RM 1 1916 1920
 EJ1569_MARK LOGO: CGS
 EJ1569_PROJECTION: FLUSH
 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             CGS
 EJ1569
 EJ1569                          STATION DESCRIPTION
 EJ1569
 EJ1569'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1575 ***********************************************************************
 EJ1575  DESIGNATION -  KERR RM 2
 EJ1575  PID         -  EJ1575
 EJ1575  STATE/COUNTY-  AR/LONOKE
 EJ1575  COUNTRY     -  US
 EJ1575  USGS QUAD   -  JACKSONVILLE (2017)
 EJ1575
 EJ1575                         *CURRENT SURVEY CONTROL
 EJ1575  ______________________________________________________________________
 EJ1575* NAD 83(1986) POSITION- 34 47 09.50   (N) 092 04 30.37   (W)   HD_HELD1
 EJ1575* NAVD 88 ORTHO HEIGHT -    74.276 (meters)      243.69  (feet) ADJUSTED
 EJ1575  ______________________________________________________________________
 EJ1575  GEOID HEIGHT    -        -26.727 (meters)                     GEOID18
 EJ1575  DYNAMIC HEIGHT  -         74.207 (meters)      243.46  (feet) COMP
 EJ1575  MODELED GRAVITY -    979,709.3   (mgal)                       NAVD 88
 EJ1575
 EJ1575  VERT ORDER      -  FIRST     CLASS II
 EJ1575
 EJ1575.The horizontal coordinates were determined by differentially corrected
 EJ1575.hand held GPS observations or other comparable positioning techniques
 EJ1575.and have an estimated accuracy of +/- 3 meters.
 EJ1575
 EJ1575.The orthometric height was determined by differential leveling and
 EJ1575.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1575.in June 1991.
 EJ1575
 EJ1575.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1575.GEOID18 height accuracy estimate available here.
 EJ1575
 EJ1575.Click photographs - Photos may exist for this station.
 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     -   635,068.1     393,126.2     MT  (+/- 3 meters HH1 GPS) 
 EJ1575
 EJ1575_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU8461849698(NAD 83)
 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
 EJ1575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1575.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1575
 EJ1575_MARKER: DR = REFERENCE MARK DISK
 EJ1575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1575_STAMPING: RM KERR 1916 1920
 EJ1575_MARK LOGO: CGS
 EJ1575_PROJECTION: FLUSH
 EJ1575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1575+STABILITY: SURFACE MOTION
 EJ1575
 EJ1575  HISTORY     - Date     Condition        Report By
 EJ1575  HISTORY     - 1935     MONUMENTED       CGS
 EJ1575  HISTORY     - 1967     GOOD             CGS
 EJ1575
 EJ1575                          STATION DESCRIPTION
 EJ1575
 EJ1575'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 GG0633 ***********************************************************************
 GG0633  DESIGNATION -  KESSLER
 GG0633  PID         -  GG0633
 GG0633  STATE/COUNTY-  AR/WASHINGTON
 GG0633  COUNTRY     -  US
 GG0633  USGS QUAD   -  FAYETTEVILLE (2017)
 GG0633
 GG0633                         *CURRENT SURVEY CONTROL
 GG0633  ______________________________________________________________________
 GG0633* NAD 83(1997) POSITION- 36 01 10.83178(N) 094 13 08.88750(W)   ADJUSTED
 GG0633* NAVD 88 ORTHO HEIGHT -   565.6   (meters)     1856.    (feet) VERTCON3
 GG0633  ______________________________________________________________________
 GG0633  GEOID HEIGHT    -        -28.103 (meters)                     GEOID18
 GG0633  LAPLACE CORR    -          2.07  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0633.GEOID18 height accuracy estimate available here.
 GG0633
 GG0633.Click photographs - Photos may exist for this station.
 GG0633
 GG0633.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0633
 GG0633. The following values were computed from the NAD 83(1997) position.
 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     -   0.99991565  x   0.99996474  =   0.99988040
 GG0633!UTM  15      -   0.99991565  x   0.99974869  =   0.99966436
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9014686818(NAD 83)
 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 VORTAC 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(1993)-  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
 GG0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0633.See file dsdata.pdf to determine how the superseded data were derived.
 GG0633
 GG0633_MARKER: DS = TRIANGULATION STATION DISK
 GG0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0633_STAMPING: KESSLER 1935
 GG0633_MARK LOGO: CGS
 GG0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0633+STABILITY: SURFACE MOTION
 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 DEPARTMENT OF TRANSPORTATION 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0246 ***********************************************************************
 EJ0246  DESIGNATION -  KID
 EJ0246  PID         -  EJ0246
 EJ0246  STATE/COUNTY-  AR/PULASKI
 EJ0246  COUNTRY     -  US
 EJ0246  USGS QUAD   -  PINNACLE MOUNTAIN (2017)
 EJ0246
 EJ0246                         *CURRENT SURVEY CONTROL
 EJ0246  ______________________________________________________________________
 EJ0246* NAD 83(1986) POSITION- 34 51 32.     (N) 092 28 13.     (W)   SCALED
 EJ0246* NAVD 88 ORTHO HEIGHT -    83.173 (meters)      272.88  (feet) ADJUSTED
 EJ0246  ______________________________________________________________________
 EJ0246  GEOID HEIGHT    -        -27.247 (meters)                     GEOID18
 EJ0246  DYNAMIC HEIGHT  -         83.095 (meters)      272.62  (feet) COMP
 EJ0246  MODELED GRAVITY -    979,700.8   (mgal)                       NAVD 88
 EJ0246
 EJ0246  VERT ORDER      -  SECOND    CLASS I
 EJ0246
 EJ0246.The horizontal coordinates were scaled from a map and have
 EJ0246.an estimated accuracy of +/- 6 seconds.
 EJ0246
 EJ0246.The orthometric height was determined by differential leveling and
 EJ0246.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0246.in September 2023.
 EJ0246
 EJ0246.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0246.GEOID18 height accuracy estimate available here.
 EJ0246
 EJ0246.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU484575(NAD 83)
 EJ0246
 EJ0246                          SUPERSEDED SURVEY CONTROL
 EJ0246
 EJ0246  NAVD 88 (06/15/91)   83.191  (m)          272.94   (f) SUPERSEDED  2 0
 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
 EJ0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0246.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0246
 EJ0246_MARKER: DD = SURVEY DISK
 EJ0246_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0246_STAMPING: KID 1934
 EJ0246_MARK LOGO: CGS+SS
 EJ0246_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0246
 EJ0246  HISTORY     - Date     Condition        Report By
 EJ0246  HISTORY     - 1934     MONUMENTED       ARGS
 EJ0246  HISTORY     - 1960     MARK NOT FOUND   USGS
 EJ0246  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0246
 EJ0246                          STATION DESCRIPTION
 EJ0246
 EJ0246'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1934
 EJ0246'2.9 MILES WEST OF PINNACLE ALONG C.R.I. AND P. RY. FROM THE STATION,
 EJ0246'POST SET AT NATURAL STEPS SIDING, 56.6 FEET SOUTH OF SOUTHWEST CORNER
 EJ0246'OF CHICAGO, ROCK ISLAND AND PACIFIC R.R. STATION, 16.2 FEET EAST OF
 EJ0246'THE CENTERLINE OF C.R.I. AND P. RY. MAIN TRACK.  A TABLET SET IN A
 EJ0246'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 = MARCH 20, 2026 22:17:28 EDT
 EJ0250 ***********************************************************************
 EJ0250  DESIGNATION -  KIM
 EJ0250  PID         -  EJ0250
 EJ0250  STATE/COUNTY-  AR/PULASKI
 EJ0250  COUNTRY     -  US
 EJ0250  USGS QUAD   -  PINNACLE MOUNTAIN (2017)
 EJ0250
 EJ0250                         *CURRENT SURVEY CONTROL
 EJ0250  ______________________________________________________________________
 EJ0250* NAD 83(1986) POSITION- 34 49 41.     (N) 092 28 59.     (W)   SCALED
 EJ0250* NAVD 88 ORTHO HEIGHT -    83.786 (meters)      274.89  (feet) ADJUSTED
 EJ0250  ______________________________________________________________________
 EJ0250  GEOID HEIGHT    -        -27.127 (meters)                     GEOID18
 EJ0250  DYNAMIC HEIGHT  -         83.708 (meters)      274.63  (feet) COMP
 EJ0250  MODELED GRAVITY -    979,701.1   (mgal)                       NAVD 88
 EJ0250
 EJ0250  VERT ORDER      -  SECOND    CLASS I
 EJ0250
 EJ0250.The horizontal coordinates were scaled from a map and have
 EJ0250.an estimated accuracy of +/- 6 seconds.
 EJ0250
 EJ0250.The orthometric height was determined by differential leveling and
 EJ0250.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0250.in September 2023.
 EJ0250
 EJ0250.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0250.GEOID18 height accuracy estimate available here.
 EJ0250
 EJ0250.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU472540(NAD 83)
 EJ0250
 EJ0250                          SUPERSEDED SURVEY CONTROL
 EJ0250
 EJ0250  NAVD 88 (06/15/91)   83.803  (m)          274.94   (f) SUPERSEDED  2 0
 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
 EJ0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0250.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0250
 EJ0250_MARKER: DD = SURVEY DISK
 EJ0250_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0250_STAMPING: KIM 1934
 EJ0250_MARK LOGO: CGS+SS
 EJ0250_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0250
 EJ0250  HISTORY     - Date     Condition        Report By
 EJ0250  HISTORY     - 1934     MONUMENTED       ARGS
 EJ0250
 EJ0250                          STATION DESCRIPTION
 EJ0250
 EJ0250'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1934
 EJ0250'0.2 MILES WEST OF PINNACLE ALONG C.R.I. AND P. RY. FROM STATION, SET
 EJ0250'ON EAST SIDE OF TRACK IN CURVE IN RAILROAD NEAR RAILROAD CROSSING,
 EJ0250'90.5 FEET NORTH OF TELEPHONE POLE MARKED 153+5, 30.8 FEET EAST OF THE
 EJ0250'CENTERLINE OF THE CHICAGO, ROCK ISLAND AND PACIFIC R.R.  16.1 FEET
 EJ0250'WEST OF FENCE PARALLELING RAILROAD.  TABLET SET IN PRECAST CONCRETE
 EJ0250'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ2333 ***********************************************************************
 DQ2333  DESIGNATION -  KIM
 DQ2333  PID         -  DQ2333
 DQ2333  STATE/COUNTY-  AR/PULASKI
 DQ2333  COUNTRY     -  US
 DQ2333  USGS QUAD   -  NORTH LITTLE ROCK (2017)
 DQ2333
 DQ2333                         *CURRENT SURVEY CONTROL
 DQ2333  ______________________________________________________________________
 DQ2333* NAD 83(1986) POSITION- 34 48 00.32   (N) 092 21 19.17   (W)   HD_HELD1
 DQ2333* NAVD 88 ORTHO HEIGHT -    76.705 (meters)      251.66  (feet) ADJUSTED
 DQ2333  ______________________________________________________________________
 DQ2333  GEOID HEIGHT    -        -26.862 (meters)                     GEOID18
 DQ2333  DYNAMIC HEIGHT  -         76.634 (meters)      251.42  (feet) COMP
 DQ2333  MODELED GRAVITY -    979,707.2   (mgal)                       NAVD 88
 DQ2333
 DQ2333  VERT ORDER      -  FIRST     CLASS II
 DQ2333
 DQ2333.The horizontal coordinates were determined by differentially corrected
 DQ2333.hand held GPS observations or other comparable positioning techniques
 DQ2333.and have an estimated accuracy of +/- 3 meters.
 DQ2333
 DQ2333.The orthometric height was determined by differential leveling and
 DQ2333.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2333.in June 2016.
 DQ2333
 DQ2333.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2333.GEOID18 height accuracy estimate available here.
 DQ2333
 DQ2333.Click photographs - Photos may exist for this station.
 DQ2333
 DQ2333.The dynamic height is computed by dividing the NAVD 88
 DQ2333.geopotential number by the normal gravity value computed on the
 DQ2333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2333.degrees latitude (g = 980.6199 gals.).
 DQ2333
 DQ2333.The modeled gravity was interpolated from observed gravity values.
 DQ2333
 DQ2333;                    North         East    Units  Estimated Accuracy
 DQ2333;SPC AR S     -   636,688.1     367,484.2     MT  (+/- 3 meters HH1 GPS) 
 DQ2333
 DQ2333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5897051063(NAD 83)
 DQ2333
 DQ2333                          SUPERSEDED SURVEY CONTROL
 DQ2333
 DQ2333.No superseded survey control is available for this station.
 DQ2333
 DQ2333_MARKER: DD = SURVEY DISK
 DQ2333_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DQ2333_SP_SET: DAM RETAINING WALL
 DQ2333_STAMPING: KIM 2016
 DQ2333_MARK LOGO: USACE
 DQ2333_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ2333_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2333_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2333+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2016
 DQ2333
 DQ2333  HISTORY     - Date     Condition        Report By
 DQ2333  HISTORY     - 20160505 MONUMENTED       USACE
 DQ2333
 DQ2333                          STATION DESCRIPTION
 DQ2333
 DQ2333'DESCRIBED BY US ARMY CORPS OF ENGINEERS 2016 (SCC)
 DQ2333'THE STATION IS LOCATED ABOUT 8.2 MI (13.2 KM) EAST-SOUTHEAST OF
 DQ2333'PINNACLE, 5.4 MI (8.7 KM) WEST-NORTHWEST OF NORTH LITTLE ROCK AND 5.2
 DQ2333'MI (8.4 KM) NORTHWEST OF LITTLE ROCK.
 DQ2333'
 DQ2333'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 51 (CRYSTAL HILLS
 DQ2333'ROAD)AND NORTHSHORE DRIVE PROCEED SOUTH 0.12 KM (0.07 MI) TO THE
 DQ2333'INTERSECTION WITH COOKS LANDING ROAD.  TURN RIGHT AND PROCEED
 DQ2333'SOUTHERLY ON ROAD FOR 1.1 KM (0.7 MI) TO THE STATION ON THE RIGHT.
 DQ2333'
 DQ2333'IT IS 31.2 M (102.4 FT) WEST OF THE CENTERLINE OF ROAD, 3.4 M (11.2
 DQ2333'FT) EAST OF A METAL WITNESS POST AND SIGN L0CATED THE WEST TOP EDGE OF
 DQ2333'LEVY AND ABOUT 1.8 M (5.9 FT) HIGHER THAN THE ROAD.
 DQ2333'
 DQ2333'MONUMENT IS LOCATED IN THE APPROXIMATELY CENTER OF A 4 FT (1.2 M) WIDE
 DQ2333'BURIED DAM RETAINING WALL.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0308 ***********************************************************************
 EJ0308  DESIGNATION -  KIMP
 EJ0308  PID         -  EJ0308
 EJ0308  STATE/COUNTY-  AR/PULASKI
 EJ0308  COUNTRY     -  US
 EJ0308  USGS QUAD   -  MCALMONT (2017)
 EJ0308
 EJ0308                         *CURRENT SURVEY CONTROL
 EJ0308  ______________________________________________________________________
 EJ0308* NAD 83(1986) POSITION- 34 49 46.     (N) 092 09 19.     (W)   SCALED
 EJ0308* NAVD 88 ORTHO HEIGHT -    74.98  (+/-2cm)      246.0   (feet) VERTCON3
 EJ0308  ______________________________________________________________________
 EJ0308  GEOID HEIGHT    -        -26.854 (meters)                     GEOID18
 EJ0308  VERT ORDER      -  ? (See Below)
 EJ0308
 EJ0308.The horizontal coordinates were scaled from a 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
 EJ0308.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0308.GEOID18 height accuracy estimate available here.
 EJ0308
 EJ0308.The vertical order pertains to the NGVD 29 superseded value.
 EJ0308
 EJ0308.Click photographs - Photos may exist for this station.
 EJ0308
 EJ0308;                    North         East    Units  Estimated Accuracy
 EJ0308;SPC AR S     -   639,900.      385,800.      MT  (+/- 180 meters Scaled)
 EJ0308
 EJ0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU772544(NAD 83)
 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
 EJ0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0308.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0308
 EJ0308_MARKER: DD = SURVEY DISK
 EJ0308_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0308_STAMPING: KIMP 1937
 EJ0308_MARK LOGO: CGS+SS
 EJ0308_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0308
 EJ0308  HISTORY     - Date     Condition        Report By
 EJ0308  HISTORY     - 1937     MONUMENTED       ARGS
 EJ0308  HISTORY     - 1955     GOOD             CGS
 EJ0308
 EJ0308                          STATION DESCRIPTION
 EJ0308
 EJ0308'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 GF0818 ***********************************************************************
 GF0818  DESIGNATION -  KINGS
 GF0818  PID         -  GF0818
 GF0818  STATE/COUNTY-  AR/MADISON
 GF0818  COUNTRY     -  US
 GF0818  USGS QUAD   -  OSAGE SW (2017)
 GF0818
 GF0818                         *CURRENT SURVEY CONTROL
 GF0818  ______________________________________________________________________
 GF0818* NAD 83(1997) POSITION- 36 01 07.11511(N) 093 27 08.58918(W)   ADJUSTED
 GF0818* NAVD 88 ORTHO HEIGHT -   655.6   (meters)     2151.    (feet) VERTCON3
 GF0818  ______________________________________________________________________
 GF0818  GEOID HEIGHT    -        -27.917 (meters)                     GEOID18
 GF0818  LAPLACE CORR    -          1.06  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0818.GEOID18 height accuracy estimate available here.
 GF0818
 GF0818.Click photographs - Photos may exist for this station.
 GF0818
 GF0818.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0818
 GF0818. The following values were computed from the NAD 83(1997) position.
 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     -   0.99990150  x   0.99996460  =   0.99986610
 GF0818!UTM  15      -   0.99990150  x   0.99962047  =   0.99952200
 GF0818
 GF0818:                Primary Azimuth Mark                     Grid Az
 GF0818:SPC AR N     -  KINGS AZ MK                              278 47 21.7
 GF0818:UTM  15      -  KINGS AZ MK                              278 12 36.9
 GF0818
 GF0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV5923786110(NAD 83)
 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(1993)-  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
 GF0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0818.See file dsdata.pdf to determine how the superseded data were derived.
 GF0818
 GF0818_MARKER: DS = TRIANGULATION STATION DISK
 GF0818_SETTING: 66 = SET IN ROCK OUTCROP
 GF0818_STAMPING: KINGS 1971
 GF0818_MARK LOGO: CGS
 GF0818_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GF0818+STABILITY: POSITION/ELEVATION WELL
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0819 ***********************************************************************
 GF0819  DESIGNATION -  KINGS RM 2
 GF0819  PID         -  GF0819
 GF0819  STATE/COUNTY-  AR/MADISON
 GF0819  COUNTRY     -  US
 GF0819  USGS QUAD   -  OSAGE SW (2017)
 GF0819
 GF0819                         *CURRENT SURVEY CONTROL
 GF0819  ______________________________________________________________________
 GF0819* NAD 83(1997) POSITION- 36 01 07.25958(N) 093 27 09.09743(W)   ADJUSTED
 GF0819* NAVD 88 ORTHO HEIGHT -   654.9   (meters)     2149.    (feet) VERTCON3
 GF0819  ______________________________________________________________________
 GF0819  GEOID HEIGHT    -        -27.917 (meters)                     GEOID18
 GF0819  LAPLACE CORR    -          1.07  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0819.GEOID18 height accuracy estimate available here.
 GF0819
 GF0819.Click photographs - Photos may exist for this station.
 GF0819
 GF0819.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0819
 GF0819. The following values were computed from the NAD 83(1997) position.
 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     -   0.99990161  x   0.99996461  =   0.99986622
 GF0819!UTM  15      -   0.99990161  x   0.99962049  =   0.99952213
 GF0819
 GF0819:                Primary Azimuth Mark                     Grid Az
 GF0819:SPC AR N     -  LUCKIE                                   349 41 46.3
 GF0819:UTM  15      -  LUCKIE                                   349 07 01.5
 GF0819
 GF0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV5922486115(NAD 83)
 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(1993)-  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
 GF0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0819.See file dsdata.pdf to determine how the superseded data were derived.
 GF0819
 GF0819_MARKER: DR = REFERENCE MARK DISK
 GF0819_SETTING: 66 = SET IN ROCK OUTCROP
 GF0819_STAMPING: KINGS NO 2 1971
 GF0819_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1286 ***********************************************************************
 DL1286  DESIGNATION -  KINGSLAND
 DL1286  PID         -  DL1286
 DL1286  STATE/COUNTY-  AR/CLEVELAND
 DL1286  COUNTRY     -  US
 DL1286  USGS QUAD   -  FORDYCE NE (2017)
 DL1286
 DL1286                         *CURRENT SURVEY CONTROL
 DL1286  ______________________________________________________________________
 DL1286* NAD 83(1997) POSITION- 33 53 36.03709(N) 092 20 27.62120(W)   ADJUSTED
 DL1286* NAVD 88 ORTHO HEIGHT -    88.    (meters)      289.    (feet) SCALED
 DL1286  ______________________________________________________________________
 DL1286  GEOID HEIGHT    -        -26.023 (meters)                     GEOID18
 DL1286  LAPLACE CORR    -          1.27  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1286.GEOID18 height accuracy estimate available here.
 DL1286
 DL1286.Click photographs - Photos may exist for this station.
 DL1286
 DL1286.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1286
 DL1286. The following values were computed from the NAD 83(1997) position.
 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  =   0.99963605
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT6093350525(NAD 83)
 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(1993)-  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
 DL1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1286.See file dsdata.pdf to determine how the superseded data were derived.
 DL1286
 DL1286_MARKER: DS = TRIANGULATION STATION DISK
 DL1286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1286_STAMPING: KINGSLAND 1964
 DL1286_MARK LOGO: CGS
 DL1286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1286+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ2013 ***********************************************************************
 EJ2013  DESIGNATION -  KIRBY
 EJ2013  PID         -  EJ2013
 EJ2013  STATE/COUNTY-  AR/PIKE
 EJ2013  COUNTRY     -  US
 EJ2013  USGS QUAD   -  NARROWS DAM (2017)
 EJ2013
 EJ2013                         *CURRENT SURVEY CONTROL
 EJ2013  ______________________________________________________________________
 EJ2013* NAD 83(1997) POSITION- 34 13 14.34578(N) 093 38 01.15445(W)   ADJUSTED
 EJ2013* NAVD 88 ORTHO HEIGHT -   323.8   (meters)     1062.    (feet) VERTCON3
 EJ2013  ______________________________________________________________________
 EJ2013  GEOID HEIGHT    -        -27.570 (meters)                     GEOID18
 EJ2013  LAPLACE CORR    -          1.38  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ2013.GEOID18 height accuracy estimate available here.
 EJ2013
 EJ2013.Click photographs - Photos may exist for this station.
 EJ2013
 EJ2013.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ2013
 EJ2013. The following values were computed from the NAD 83(1997) position.
 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     -   0.99995350  x   0.99992373  =   0.99987723
 EJ2013!UTM  15      -   0.99995350  x   0.99964199  =   0.99959550
 EJ2013
 EJ2013:                Primary Azimuth Mark                     Grid Az
 EJ2013:SPC AR S     -  KIRBY AZ MK                              290 03 40.3
 EJ2013:UTM  15      -  KIRBY AZ MK                              289 30 11.6
 EJ2013
 EJ2013_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT4163486803(NAD 83)
 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(1993)-  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
 EJ2013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2013.See file dsdata.pdf to determine how the superseded data were derived.
 EJ2013
 EJ2013_MARKER: DS = TRIANGULATION STATION DISK
 EJ2013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ2013_STAMPING: KIRBY 1957
 EJ2013_MARK LOGO: CGS
 EJ2013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ2013+STABILITY: SURFACE MOTION
 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 DEPARTMENT OF TRANSPORTATION 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0306 ***********************************************************************
 EJ0306  DESIGNATION -  KIRK
 EJ0306  PID         -  EJ0306
 EJ0306  STATE/COUNTY-  AR/PULASKI
 EJ0306  COUNTRY     -  US
 EJ0306  USGS QUAD   -  MCALMONT (2017)
 EJ0306
 EJ0306                         *CURRENT SURVEY CONTROL
 EJ0306  ______________________________________________________________________
 EJ0306* NAD 83(1986) POSITION- 34 48 19.     (N) 092 11 05.     (W)   SCALED
 EJ0306* NAVD 88 ORTHO HEIGHT -    82.99  (+/-2cm)      272.3   (feet) VERTCON3
 EJ0306  ______________________________________________________________________
 EJ0306  GEOID HEIGHT    -        -26.789 (meters)                     GEOID18
 EJ0306  VERT ORDER      -  ? (See Below)
 EJ0306
 EJ0306.The horizontal coordinates were scaled from a 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
 EJ0306.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0306.GEOID18 height accuracy estimate available here.
 EJ0306
 EJ0306.The vertical order pertains to the NGVD 29 superseded value.
 EJ0306
 EJ0306.Click photographs - Photos may exist for this station.
 EJ0306
 EJ0306;                    North         East    Units  Estimated Accuracy
 EJ0306;SPC AR S     -   637,220.      383,100.      MT  (+/- 180 meters Scaled)
 EJ0306
 EJ0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU745517(NAD 83)
 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
 EJ0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0306.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0306
 EJ0306_MARKER: DD = SURVEY DISK
 EJ0306_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0306_STAMPING: KIRK 1937
 EJ0306_MARK LOGO: CGS+SS
 EJ0306_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0306
 EJ0306  HISTORY     - Date     Condition        Report By
 EJ0306  HISTORY     - 1937     MONUMENTED       ARGS
 EJ0306  HISTORY     - 1955     GOOD             CGS
 EJ0306  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0306  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 EJ0306
 EJ0306                          STATION DESCRIPTION
 EJ0306
 EJ0306'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0244 ***********************************************************************
 EJ0244  DESIGNATION -  KIT
 EJ0244  PID         -  EJ0244
 EJ0244  STATE/COUNTY-  AR/PULASKI
 EJ0244  COUNTRY     -  US
 EJ0244  USGS QUAD   -  MAYFLOWER (2017)
 EJ0244
 EJ0244                         *CURRENT SURVEY CONTROL
 EJ0244  ______________________________________________________________________
 EJ0244* NAD 83(1986) POSITION- 34 52 30.38   (N) 092 28 47.77   (W)   HD_HELD1
 EJ0244* NAVD 88 ORTHO HEIGHT -    84.700 (meters)      277.89  (feet) ADJUSTED
 EJ0244  ______________________________________________________________________
 EJ0244  GEOID HEIGHT    -        -27.330 (meters)                     GEOID18
 EJ0244  DYNAMIC HEIGHT  -         84.621 (meters)      277.63  (feet) COMP
 EJ0244  MODELED GRAVITY -    979,698.8   (mgal)                       NAVD 88
 EJ0244
 EJ0244  VERT ORDER      -  SECOND    CLASS I
 EJ0244
 EJ0244.The horizontal coordinates were determined by differentially corrected
 EJ0244.hand held GPS observations or other comparable positioning techniques
 EJ0244.and have an estimated accuracy of +/- 3 meters.
 EJ0244
 EJ0244.The orthometric height was determined by differential leveling and
 EJ0244.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0244.in September 2023.
 EJ0244
 EJ0244.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0244.GEOID18 height accuracy estimate available here.
 EJ0244
 EJ0244.Click photographs - Photos may exist for this station.
 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     -   645,056.8     356,120.1     MT  (+/- 3 meters HH1 GPS) 
 EJ0244
 EJ0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU4752859316(NAD 83)
 EJ0244
 EJ0244                          SUPERSEDED SURVEY CONTROL
 EJ0244
 EJ0244  NAVD 88 (06/15/91)   84.719  (m)          277.95   (f) SUPERSEDED  2 0
 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
 EJ0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0244.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0244
 EJ0244_MARKER: DD = SURVEY DISK
 EJ0244_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0244_STAMPING: KIT 1934
 EJ0244_MARK LOGO: CGS+SS
 EJ0244_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0244
 EJ0244  HISTORY     - Date     Condition        Report By
 EJ0244  HISTORY     - 1934     MONUMENTED       ARGS
 EJ0244  HISTORY     - 1960     MARK NOT FOUND   USGS
 EJ0244  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0244
 EJ0244                          STATION DESCRIPTION
 EJ0244
 EJ0244'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1934
 EJ0244'2.6 MILES SOUTH OF ROLAND ALONG C.R.I. AND P. RY. FROM THE STATION,
 EJ0244'ABOUT 375 FEET SOUTHWEST OF M.P.157, ABOUT 110 FEET NORTHEAST OF THE
 EJ0244'CENTERLINE OF COUNTY ROAD, 18.2 FEET NORTHEAST OF THE CENTERLINE OF A
 EJ0244'FARM ROAD AT A RAILROAD CROSSING AND 5 FEET SOUTHEAST OF THE
 EJ0244'CENTERLINE OF FARM 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 = MARCH 20, 2026 22:17:28 EDT
 DP8076 ***********************************************************************
 DP8076  DESIGNATION -  KIT CARSON
 DP8076  PID         -  DP8076
 DP8076  STATE/COUNTY-  AR/SEBASTIAN
 DP8076  COUNTRY     -  US
 DP8076  USGS QUAD   -  BARLING (2017)
 DP8076
 DP8076                         *CURRENT SURVEY CONTROL
 DP8076  ______________________________________________________________________
 DP8076* NAD 83(2011) POSITION- 35 19 10.22780(N) 094 18 12.68993(W)   ADJUSTED
 DP8076* NAD 83(2011) ELLIP HT-   100.891 (meters)        (11/06/18)   ADJUSTED
 DP8076* NAD 83(2011) EPOCH   -  2010.00
 DP8076* NAVD 88 ORTHO HEIGHT -   131.124 (meters)      430.20  (feet) ADJUSTED
 DP8076  ______________________________________________________________________
 DP8076  GEOID HEIGHT    -        -30.219 (meters)                     GEOID18
 DP8076  NAD 83(2011) X  -   -390,966.042 (meters)                     COMP
 DP8076  NAD 83(2011) Y  - -5,195,406.796 (meters)                     COMP
 DP8076  NAD 83(2011) Z  -  3,666,905.131 (meters)                     COMP
 DP8076  LAPLACE CORR    -          1.79  (seconds)                    DEFLEC18
 DP8076  DYNAMIC HEIGHT  -        131.000 (meters)      429.79  (feet) COMP
 DP8076  MODELED GRAVITY -    979,685.3   (mgal)                       NAVD 88
 DP8076
 DP8076  VERT ORDER      -  FIRST     CLASS II
 DP8076
 DP8076  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP8076  Standards:
 DP8076         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP8076            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP8076  -------------------------------------------------------------------
 DP8076  NETWORK    0.60   1.29           0.27   0.21   0.66      0.05547593
 DP8076  -------------------------------------------------------------------
 DP8076  Click here for local accuracies and other accuracy information.
 DP8076
 DP8076.The horizontal coordinates were established by GPS observations
 DP8076.and adjusted by the ARKANSAS DEPT OF TRANS in November 2018.
 DP8076
 DP8076.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP8076.been affixed to the stable North American tectonic plate. See 
 DP8076.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP8076
 DP8076.The horizontal coordinates are valid at the epoch date displayed above
 DP8076.which is a decimal equivalence of Year/Month/Day.
 DP8076
 DP8076.The orthometric height was determined by differential leveling and
 DP8076.adjusted by the NATIONAL GEODETIC SURVEY
 DP8076.in November 2015.
 DP8076
 DP8076.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8076.GEOID18 height accuracy estimate available here.
 DP8076
 DP8076.Click photographs - Photos may exist for this station.
 DP8076
 DP8076.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP8076
 DP8076.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP8076
 DP8076.The ellipsoidal height was determined by GPS observations
 DP8076.and is referenced to NAD 83.
 DP8076
 DP8076.The dynamic height is computed by dividing the NAVD 88
 DP8076.geopotential number by the normal gravity value computed on the
 DP8076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8076.degrees latitude (g = 980.6199 gals.).
 DP8076
 DP8076.The modeled gravity was interpolated from observed gravity values.
 DP8076
 DP8076. The following values were computed from the NAD 83(2011) position.
 DP8076
 DP8076;                    North         East     Units Scale Factor Converg.
 DP8076;SPC AR N     -   111,857.384   190,566.392   MT  0.99994655   -1 20 25.5
 DP8076;SPC AR N     -   366,985.43    625,216.57   sFT  0.99994655   -1 20 25.5
 DP8076;UTM  15      - 3,909,255.510   381,511.988   MT  0.99977302   -0 45 13.3
 DP8076
 DP8076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP8076!SPC AR N     -   0.99998416  x   0.99994655  =   0.99993072
 DP8076!UTM  15      -   0.99998416  x   0.99977302  =   0.99975719
 DP8076
 DP8076_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV8151109255(NAD 83)
 DP8076
 DP8076                          SUPERSEDED SURVEY CONTROL
 DP8076
 DP8076.No superseded survey control is available for this station.
 DP8076
 DP8076_MARKER: F = FLANGE-ENCASED ROD
 DP8076_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DP8076_STAMPING: KIT CARSON 2015
 DP8076_MARK LOGO: ARHD
 DP8076_PROJECTION: FLUSH
 DP8076_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP8076_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8076_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8076+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2024
 DP8076_ROD/PIPE-DEPTH: 4.94 meters
 DP8076_SLEEVE-DEPTH  : 0.9 meters
 DP8076
 DP8076  HISTORY     - Date     Condition        Report By
 DP8076  HISTORY     - 20150108 MONUMENTED       ARHD
 DP8076  HISTORY     - 20180925 GOOD             ARHD
 DP8076  HISTORY     - 20200210 GOOD             USACEL
 DP8076  HISTORY     - 20240319 GOOD             ARHD
 DP8076
 DP8076                          STATION DESCRIPTION
 DP8076
 DP8076'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 DP8076'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) SOUTHEAST OF FORT SMITH,
 DP8076'5.6 MI (9.0 KM) EAST OF SOUTH FORT SMITH AND IN THE TOWN OF BARLING,
 DP8076'AR.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DP8076'
 DP8076'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 22, STATE HIGHWAY 59
 DP8076'NORTH AND CITY STREET FRONTIER ROAD, GO WEST ON FRONTIER ROAD FOR 0.44
 DP8076'MI (0.7 KM) TO THE STATION ON THE RIGHT.
 DP8076'
 DP8076'IT IS 48 FT (14.6 M) SOUTH OF A DROP INLET LID, 40 FT (12.2 M) EAST OF
 DP8076'A 24 INCH (61 CM) CONCRETE CULVERT, 38 FT (11.6 M) SOUTH OF A LIGHT
 DP8076'POLE AND 5 FT (1.5 M) EAST OF THE CENTER OF A LEVY.
 DP8076'
 DP8076'NOTE-ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH (13 CM) LOGO CAP.
 DP8076
 DP8076                          STATION RECOVERY (2018)
 DP8076
 DP8076'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (JAW)
 DP8076'RECOVERED AS DESCRIBED.
 DP8076
 DP8076                          STATION RECOVERY (2020)
 DP8076
 DP8076'RECOVERY NOTE BY USACE LITTLE ROCK 2020 (JKC)
 DP8076'RECOVERED AS DESCRIBED.
 DP8076
 DP8076                          STATION RECOVERY (2024)
 DP8076
 DP8076'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (JH)
 DP8076'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR6235 ***********************************************************************
 DR6235  DESIGNATION -  KMEZ 1
 DR6235  PID         -  DR6235
 DR6235  STATE/COUNTY-  AR/POLK
 DR6235  COUNTRY     -  US
 DR6235  USGS QUAD   -  MENA (2017)
 DR6235
 DR6235                         *CURRENT SURVEY CONTROL
 DR6235  ______________________________________________________________________
 DR6235* NAD 83(2011) POSITION- 34 32 52.04678(N) 094 12 26.74650(W)   ADJUSTED
 DR6235* NAD 83(2011) ELLIP HT-   292.767 (meters)        (11/05/20)   ADJUSTED
 DR6235* NAD 83(2011) EPOCH   -  2010.00
 DR6235* NAVD 88 ORTHO HEIGHT -   322.7   (meters)     1059.    (feet) GPS OBS
 DR6235  ______________________________________________________________________
 DR6235  GEOID HEIGHT    -        -29.912 (meters)                     GEOID18
 DR6235  NAD 83(2011) X  -   -385,860.313 (meters)                     COMP
 DR6235  NAD 83(2011) Y  - -5,245,105.921 (meters)                     COMP
 DR6235  NAD 83(2011) Z  -  3,596,825.836 (meters)                     COMP
 DR6235  LAPLACE CORR    -          4.06  (seconds)                    DEFLEC18
 DR6235
 DR6235  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR6235  Standards:
 DR6235         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR6235            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR6235  -------------------------------------------------------------------
 DR6235  NETWORK    0.54   1.20           0.22   0.22   0.61      0.01526106
 DR6235  -------------------------------------------------------------------
 DR6235  Click here for local accuracies and other accuracy information.
 DR6235
 DR6235.The horizontal coordinates were established by GPS observations
 DR6235.and adjusted by the MSE CORPORATION in November 2020.
 DR6235
 DR6235.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR6235.been affixed to the stable North American tectonic plate. See 
 DR6235.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR6235
 DR6235.The horizontal coordinates are valid at the epoch date displayed above
 DR6235.which is a decimal equivalence of Year/Month/Day.
 DR6235
 DR6235.The orthometric height was determined by GPS observations and a
 DR6235.high-resolution geoid model.
 DR6235
 DR6235.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6235.GEOID18 height accuracy estimate available here.
 DR6235
 DR6235.Click photographs - Photos may exist for this station.
 DR6235
 DR6235.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR6235
 DR6235.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR6235
 DR6235.The ellipsoidal height was determined by GPS observations
 DR6235.and is referenced to NAD 83.
 DR6235
 DR6235. The following values were computed from the NAD 83(2011) position.
 DR6235
 DR6235;                    North         East     Units Scale Factor Converg.
 DR6235;SPC AR S     -   610,827.902   197,409.575   MT  0.99995851   -1 14 07.7
 DR6235;SPC AR S     - 2,004,024.54    647,667.91   sFT  0.99995851   -1 14 07.7
 DR6235;UTM  15      - 3,823,558.690   389,214.388   MT  0.99975128   -0 41 05.3
 DR6235
 DR6235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR6235!SPC AR S     -   0.99995405  x   0.99995851  =   0.99991256
 DR6235!UTM  15      -   0.99995405  x   0.99975128  =   0.99970534
 DR6235
 DR6235_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU8921423558(NAD 83)
 DR6235
 DR6235                          SUPERSEDED SURVEY CONTROL
 DR6235
 DR6235.No superseded survey control is available for this station.
 DR6235
 DR6235_MARKER: DD = SURVEY DISK
 DR6235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR6235_STAMPING: KMEZ 1
 DR6235_PROJECTION: FLUSH
 DR6235_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DR6235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR6235+STABILITY: SURFACE MOTION
 DR6235_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6235+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2020
 DR6235
 DR6235  HISTORY     - Date     Condition        Report By
 DR6235  HISTORY     - 20200424 MONUMENTED       MSE
 DR6235
 DR6235                          STATION DESCRIPTION
 DR6235
 DR6235'DESCRIBED BY MSE CORPORATION 2020 (TJM)
 DR6235'THE STATION IS LOCATED ABOUT 11 KM (6.8 MI) EAST OF POTTER, 4.74 KM
 DR6235'(2.95 MI) (2.95 MI) SOUTHEAST OF MENA, AT THE MENA INTERMOUNTAIN
 DR6235'REGIONAL AIRPORT, NEAR THE NORTH END OF THE AIRFIELD, JUST SOUTH OF
 DR6235'THE RUNUP RAMP FOR RUNWAY END 17, BETWEEN THE RUNWAY AND PARALLEL
 DR6235'TAXI.
 DR6235'
 DR6235'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 59 AND 71 AND STATE
 DR6235'HIGHWAY 8 IN NORTHEAST MENA, GO SOUTHEASTERLY ON HIGHWAY 8 FOR 3.94 KM
 DR6235'(2.45 MI) TO A PAVED ROAD RIGHT, COUNTY ROAD 980.  TURN RIGHT,
 DR6235'SOUTHEAST, THEN SOUTH ON COUNTY ROAD 980 FOR 0.69 KM (0.43 MI) TO A
 DR6235'CROSSROAD, AIRPORT LANE.  TURN RIGHT, WEST ON THE ROAD FOR 0.14 KM
 DR6235'(0.09 MI) TO A TAXIWAY.  TURN LEFT, SOUTH ALONG THE TAXIWAY FOR 0.16
 DR6235'KM (0.10 MI) TO THE STATION ON THE RIGHT.  AIRPORT OFFICE IS WEST AND
 DR6235'ACROSS THE RUNWAY FROM THE STATION.
 DR6235'
 DR6235'THE STATION IS A PUNCH HOLE ON THE TOP CENTER OF AN ALUMINUM CAP
 DR6235'MONUMENT ON TOP OF A REBAR ROD SURROUNDED BY CONCRETE FLUSH WITH THE
 DR6235'GROUND.  IT IS 12.0 M (39.4 FT) SOUTHEAST OF THE SOUTHWEST CORNER OF
 DR6235'THE B3 35-17 SIGN, 27.7 M (90.9 FT) WEST-SOUTHWEST OF THE CENTER OF
 DR6235'THE PARALLEL TAXIWAY, 28.1 M (92.2 FT) SOUTH-SOUTHEAST OF THE CENTER
 DR6235'OF THE CONNECTOR TAXIWAY, 10.7 M (35.1 FT) SOUTHEAST OF THE CENTER OF
 DR6235'A FLARED IN SECTION, 45.3 M (148.6 FT) EAST-NORTHEAST OF THE
 DR6235'CENTERLINE OF THE RUNWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR6236 ***********************************************************************
 DR6236  DESIGNATION -  KMEZ 2
 DR6236  PID         -  DR6236
 DR6236  STATE/COUNTY-  AR/POLK
 DR6236  COUNTRY     -  US
 DR6236  USGS QUAD   -  MENA (2017)
 DR6236
 DR6236                         *CURRENT SURVEY CONTROL
 DR6236  ______________________________________________________________________
 DR6236* NAD 83(2011) POSITION- 34 33 18.88963(N) 094 12 30.80292(W)   ADJUSTED
 DR6236* NAD 83(2011) ELLIP HT-   286.372 (meters)        (11/05/20)   ADJUSTED
 DR6236* NAD 83(2011) EPOCH   -  2010.00
 DR6236* NAVD 88 ORTHO HEIGHT -   316.3   (meters)     1038.    (feet) GPS OBS
 DR6236  ______________________________________________________________________
 DR6236  GEOID HEIGHT    -        -29.955 (meters)                     GEOID18
 DR6236  NAD 83(2011) X  -   -385,928.648 (meters)                     COMP
 DR6236  NAD 83(2011) Y  - -5,244,625.207 (meters)                     COMP
 DR6236  NAD 83(2011) Z  -  3,597,503.495 (meters)                     COMP
 DR6236  LAPLACE CORR    -          3.97  (seconds)                    DEFLEC18
 DR6236
 DR6236  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR6236  Standards:
 DR6236         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR6236            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR6236  -------------------------------------------------------------------
 DR6236  NETWORK    0.56   1.23           0.23   0.23   0.63      0.00738360
 DR6236  -------------------------------------------------------------------
 DR6236  Click here for local accuracies and other accuracy information.
 DR6236
 DR6236.The horizontal coordinates were established by GPS observations
 DR6236.and adjusted by the MSE CORPORATION in November 2020.
 DR6236
 DR6236.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR6236.been affixed to the stable North American tectonic plate. See 
 DR6236.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR6236
 DR6236.The horizontal coordinates are valid at the epoch date displayed above
 DR6236.which is a decimal equivalence of Year/Month/Day.
 DR6236
 DR6236.The orthometric height was determined by GPS observations and a
 DR6236.high-resolution geoid model.
 DR6236
 DR6236.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6236.GEOID18 height accuracy estimate available here.
 DR6236
 DR6236.Click photographs - Photos may exist for this station.
 DR6236
 DR6236.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR6236
 DR6236.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR6236
 DR6236.The ellipsoidal height was determined by GPS observations
 DR6236.and is referenced to NAD 83.
 DR6236
 DR6236. The following values were computed from the NAD 83(2011) position.
 DR6236
 DR6236;                    North         East     Units Scale Factor Converg.
 DR6236;SPC AR S     -   611,657.056   197,324.022   MT  0.99995968   -1 14 10.0
 DR6236;SPC AR S     - 2,006,744.86    647,387.23   sFT  0.99995968   -1 14 10.0
 DR6236;UTM  15      - 3,824,386.812   389,120.890   MT  0.99975153   -0 41 08.0
 DR6236
 DR6236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR6236!SPC AR S     -   0.99995505  x   0.99995968  =   0.99991473
 DR6236!UTM  15      -   0.99995505  x   0.99975153  =   0.99970659
 DR6236
 DR6236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU8912024386(NAD 83)
 DR6236
 DR6236                          SUPERSEDED SURVEY CONTROL
 DR6236
 DR6236.No superseded survey control is available for this station.
 DR6236
 DR6236_MARKER: DD = SURVEY DISK
 DR6236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR6236_STAMPING: KMEZ 2
 DR6236_PROJECTION: FLUSH
 DR6236_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DR6236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR6236+STABILITY: SURFACE MOTION
 DR6236_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6236+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2020
 DR6236
 DR6236  HISTORY     - Date     Condition        Report By
 DR6236  HISTORY     - 20200424 MONUMENTED       MSE
 DR6236
 DR6236                          STATION DESCRIPTION
 DR6236
 DR6236'DESCRIBED BY MSE CORPORATION 2020 (TJM)
 DR6236'THE STATION IS LOCATED ABOUT 11 KM (6.8 MI) EAST OF POTTER, 4.74 KM
 DR6236'(2.95 MI) (2.95 MI) SOUTHEAST OF MENA, AT THE MENA INTERMOUNTAIN
 DR6236'REGIONAL AIRPORT, NEAR THE NORTH END OF THE AIRFIELD, JUST SOUTH OF
 DR6236'THE RUNUP RAMP FOR RUNWAY END 17, BETWEEN THE RUNWAY AND PARALLEL
 DR6236'TAXI.
 DR6236'
 DR6236'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 59 AND 71 AND STATE
 DR6236'HIGHWAY 8 IN NORTHEAST MENA, GO SOUTHEASTERLY ON HIGHWAY 8 FOR 3.94 KM
 DR6236'(2.45 MI) TO A PAVED ROAD RIGHT, COUNTY ROAD 980.  TURN RIGHT,
 DR6236'SOUTHEAST, THEN SOUTH ON COUNTY ROAD 980 FOR 0.69 KM (0.43 MI) TO A
 DR6236'CROSSROAD, AIRPORT LANE.  TURN RIGHT, WEST ON THE ROAD FOR 0.14 KM
 DR6236'(0.09 MI) TO A TAXIWAY.  TURN RIGHT, NORTH ALONG THE TAXIWAY FOR 0.69
 DR6236'KM (0.43 MI) TO THE STATION ON THE LEFT.
 DR6236'
 DR6236'THE STATION IS A PUNCH HOLE ON THE TOP CENTER OF AN ALUMINUM CAP
 DR6236'MONUMENT ON TOP OF A REBAR ROD SURROUNDED BY CONCRETE FLUSH WITH THE
 DR6236'GROUND.  IT IS 16.2 M (53.1 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF
 DR6236'THE B1 17-35 SIGN, 35.7 M (117.1 FT) WEST-SOUTHWEST OF THE CENTER OF
 DR6236'THE PARALLEL TAXIWAY, 22.5 M (73.8 FT) SOUTH-SOUTHEAST OF THE CENTER
 DR6236'OF THE CONNECTOR TAXIWAY, 7.3 M (24.0 FT) SOUTHEAST OF THE SOUTHWEST
 DR6236'CORNER OF A SIGN, 37.4 M (122.7 FT) EAST-NORTHEAST OF THE CENTERLINE
 DR6236'OF THE RUNWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GE0227 ***********************************************************************
 GE0227  DESIGNATION -  KNOBEL
 GE0227  PID         -  GE0227
 GE0227  STATE/COUNTY-  AR/CLAY
 GE0227  COUNTRY     -  US
 GE0227  USGS QUAD   -  KNOBEL (2017)
 GE0227
 GE0227                         *CURRENT SURVEY CONTROL
 GE0227  ______________________________________________________________________
 GE0227* NAD 83(1997) POSITION- 36 19 25.35786(N) 090 35 49.75439(W)   ADJUSTED
 GE0227* NAVD 88 ORTHO HEIGHT -    85.538 (meters)      280.64  (feet) ADJUSTED
 GE0227  ______________________________________________________________________
 GE0227  GEOID HEIGHT    -        -28.491 (meters)                     GEOID18
 GE0227  LAPLACE CORR    -         -0.22  (seconds)                    DEFLEC18
 GE0227  DYNAMIC HEIGHT  -         85.469 (meters)      280.41  (feet) COMP
 GE0227  MODELED GRAVITY -    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 and
 GE0227.adjusted by the NATIONAL GEODETIC SURVEY
 GE0227.in June 1991.
 GE0227
 GE0227.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0227.GEOID18 height accuracy estimate available here.
 GE0227
 GE0227.Click photographs - Photos may exist for this station.
 GE0227
 GE0227.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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     -  KNOBEL AZ MK                             087 53 43.4
 GE0227:UTM  15      -  KNOBEL AZ MK                             087 17 16.2
 GE0227
 GE0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA1569322533(NAD 83)
 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  NGVD 29              85.53   (m)          280.6    (f) LEVELING    3  
 GE0227
 GE0227.Superseded values are not recommended for survey control.
 GE0227
 GE0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0227.See file dsdata.pdf to determine how the superseded data were derived.
 GE0227
 GE0227_MARKER: DS = TRIANGULATION STATION DISK
 GE0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0227_STAMPING: KNOBEL 1955
 GE0227_MARK LOGO: CGS
 GE0227_PROJECTION: FLUSH
 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             CGS
 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 GE0230 ***********************************************************************
 GE0230  DESIGNATION -  KNOBEL AZ MK
 GE0230  PID         -  GE0230
 GE0230  STATE/COUNTY-  AR/CLAY
 GE0230  COUNTRY     -  US
 GE0230  USGS QUAD   -  KNOBEL (2017)
 GE0230
 GE0230                         *CURRENT SURVEY CONTROL
 GE0230  ______________________________________________________________________
 GE0230* NAD 83(1986) POSITION- 36 19 24.     (N) 090 35 32.     (W)   SCALED
 GE0230* NAVD 88 ORTHO HEIGHT -    85.139 (meters)      279.33  (feet) ADJUSTED
 GE0230  ______________________________________________________________________
 GE0230  GEOID HEIGHT    -        -28.492 (meters)                     GEOID18
 GE0230  DYNAMIC HEIGHT  -         85.070 (meters)      279.10  (feet) COMP
 GE0230  MODELED GRAVITY -    979,825.8   (mgal)                       NAVD 88
 GE0230
 GE0230  VERT ORDER      -  FIRST     CLASS II
 GE0230
 GE0230.The horizontal coordinates were scaled from a map and have
 GE0230.an estimated accuracy of +/- 6 seconds.
 GE0230
 GE0230.The orthometric height was determined by differential leveling and
 GE0230.adjusted by the NATIONAL GEODETIC SURVEY
 GE0230.in June 1991.
 GE0230
 GE0230.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0230.GEOID18 height accuracy estimate available here.
 GE0230
 GE0230.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA161225(NAD 83)
 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
 GE0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0230.See file dsdata.pdf to determine how the superseded data were derived.
 GE0230
 GE0230_MARKER: DZ = AZIMUTH MARK DISK
 GE0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0230_STAMPING: KNOBEL 1955
 GE0230_MARK LOGO: CGS
 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             CGS
 GE0230
 GE0230                          STATION DESCRIPTION
 GE0230
 GE0230'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 GE0228 ***********************************************************************
 GE0228  DESIGNATION -  KNOBEL RM 1
 GE0228  PID         -  GE0228
 GE0228  STATE/COUNTY-  AR/CLAY
 GE0228  COUNTRY     -  US
 GE0228  USGS QUAD   -  KNOBEL (2017)
 GE0228
 GE0228                         *CURRENT SURVEY CONTROL
 GE0228  ______________________________________________________________________
 GE0228* NAD 83(1986) POSITION- 36 19 24.85   (N) 090 35 50.58   (W)   HD_HELD1
 GE0228* NAVD 88 ORTHO HEIGHT -    85.581 (meters)      280.78  (feet) ADJUSTED
 GE0228  ______________________________________________________________________
 GE0228  GEOID HEIGHT    -        -28.491 (meters)                     GEOID18
 GE0228  DYNAMIC HEIGHT  -         85.512 (meters)      280.55  (feet) COMP
 GE0228  MODELED GRAVITY -    979,825.9   (mgal)                       NAVD 88
 GE0228
 GE0228  VERT ORDER      -  FIRST     CLASS II
 GE0228
 GE0228.The horizontal coordinates were determined by differentially corrected
 GE0228.hand held GPS observations or other comparable positioning techniques
 GE0228.and have an estimated accuracy of +/- 3 meters.
 GE0228
 GE0228.The orthometric height was determined by differential leveling and
 GE0228.adjusted by the NATIONAL GEODETIC SURVEY
 GE0228.in June 1991.
 GE0228
 GE0228.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0228.GEOID18 height accuracy estimate available here.
 GE0228
 GE0228.Click photographs - Photos may exist for this station.
 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     -   221,706.1     525,944.6     MT  (+/- 3 meters HH1 GPS) 
 GE0228
 GE0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA1567322517(NAD 83)
 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
 GE0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0228.See file dsdata.pdf to determine how the superseded data were derived.
 GE0228
 GE0228_MARKER: DR = REFERENCE MARK DISK
 GE0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0228_STAMPING: KNOBEL NO 1 1955
 GE0228_MARK LOGO: CGS
 GE0228_PROJECTION: FLUSH
 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             CGS
 GE0228
 GE0228                          STATION DESCRIPTION
 GE0228
 GE0228'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 GE0229 ***********************************************************************
 GE0229  DESIGNATION -  KNOBEL RM 2
 GE0229  PID         -  GE0229
 GE0229  STATE/COUNTY-  AR/CLAY
 GE0229  COUNTRY     -  US
 GE0229  USGS QUAD   -  KNOBEL (2017)
 GE0229
 GE0229                         *CURRENT SURVEY CONTROL
 GE0229  ______________________________________________________________________
 GE0229* NAD 83(1986) POSITION- 36 19 25.65   (N) 090 35 50.62   (W)   HD_HELD1
 GE0229* NAVD 88 ORTHO HEIGHT -    85.523 (meters)      280.59  (feet) ADJUSTED
 GE0229  ______________________________________________________________________
 GE0229  GEOID HEIGHT    -        -28.492 (meters)                     GEOID18
 GE0229  DYNAMIC HEIGHT  -         85.454 (meters)      280.36  (feet) COMP
 GE0229  MODELED GRAVITY -    979,825.9   (mgal)                       NAVD 88
 GE0229
 GE0229  VERT ORDER      -  FIRST     CLASS II
 GE0229
 GE0229.The horizontal coordinates were determined by differentially corrected
 GE0229.hand held GPS observations or other comparable positioning techniques
 GE0229.and have an estimated accuracy of +/- 3 meters.
 GE0229
 GE0229.The orthometric height was determined by differential leveling and
 GE0229.adjusted by the NATIONAL GEODETIC SURVEY
 GE0229.in June 1991.
 GE0229
 GE0229.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0229.GEOID18 height accuracy estimate available here.
 GE0229
 GE0229.Click photographs - Photos may exist for this station.
 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     -   221,730.8     525,943.3     MT  (+/- 3 meters HH1 GPS) 
 GE0229
 GE0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA1567122542(NAD 83)
 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
 GE0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0229.See file dsdata.pdf to determine how the superseded data were derived.
 GE0229
 GE0229_MARKER: DR = REFERENCE MARK DISK
 GE0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0229_STAMPING: KNOBEL NO 2 1955
 GE0229_MARK LOGO: CGS
 GE0229_PROJECTION: FLUSH
 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             CGS
 GE0229  HISTORY     - 19980429 GOOD             USACE
 GE0229
 GE0229                          STATION DESCRIPTION
 GE0229
 GE0229'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EH2812 ***********************************************************************
 EH2812  DESIGNATION -  KNOWLTON
 EH2812  PID         -  EH2812
 EH2812  STATE/COUNTY-  AR/DESHA
 EH2812  COUNTRY     -  US
 EH2812  USGS QUAD   -  LACONIA (2017)
 EH2812
 EH2812                         *CURRENT SURVEY CONTROL
 EH2812  ______________________________________________________________________
 EH2812* NAD 83(1997) POSITION- 34 04 21.68464(N) 090 55 39.47313(W)   ADJUSTED
 EH2812* NAVD 88 ORTHO HEIGHT -    48.    (meters)      157.    (feet) SCALED
 EH2812  ______________________________________________________________________
 EH2812  GEOID HEIGHT    -        -26.582 (meters)                     GEOID18
 EH2812  LAPLACE CORR    -         -0.38  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2812.GEOID18 height accuracy estimate available here.
 EH2812
 EH2812.Click photographs - Photos may exist for this station.
 EH2812
 EH2812.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2812
 EH2812. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999665  x   0.99991869  =   0.99991534
 EH2812!UTM  15      -   0.99999665  x   1.00005081  =   1.00004746
 EH2812
 EH2812:                Primary Azimuth Mark                     Grid Az
 EH2812:SPC AR S     -  KNOWLTON AZ MK                           349 38 34.5
 EH2812:UTM  15      -  KNOWLTON AZ MK                           349 04 54.2
 EH2812
 EH2812_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT9123172153(NAD 83)
 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                                     3501435.2 |
 EH2812|---------------------------------------------------------------------|
 EH2812
 EH2812                          SUPERSEDED SURVEY CONTROL
 EH2812
 EH2812  NAD 83(1993)-  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
 EH2812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2812.See file dsdata.pdf to determine how the superseded data were derived.
 EH2812
 EH2812_MARKER: DS = TRIANGULATION STATION DISK
 EH2812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2812_STAMPING: KNOWLTON 1964
 EH2812_MARK LOGO: CGS
 EH2812_PROJECTION: FLUSH
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1866 ***********************************************************************
 FG1866  DESIGNATION -  KNOXVILLE
 FG1866  PID         -  FG1866
 FG1866  STATE/COUNTY-  AR/JOHNSON
 FG1866  COUNTRY     -  US
 FG1866  USGS QUAD   -  CLARKSVILLE (2017)
 FG1866
 FG1866                         *CURRENT SURVEY CONTROL
 FG1866  ______________________________________________________________________
 FG1866* NAD 83(1997) POSITION- 35 23 21.40774(N) 093 23 18.39364(W)   ADJUSTED
 FG1866* NAVD 88 ORTHO HEIGHT -   190.7   (meters)      626.    (feet) VERTCON3
 FG1866  ______________________________________________________________________
 FG1866  GEOID HEIGHT    -        -29.315 (meters)                     GEOID18
 FG1866  LAPLACE CORR    -          1.55  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1866.GEOID18 height accuracy estimate available here.
 FG1866
 FG1866.Click photographs - Photos may exist for this station.
 FG1866
 FG1866.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1866
 FG1866. The following values were computed from the NAD 83(1997) position.
 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     -   0.99997467  x   0.99994169  =   0.99991636
 FG1866!UTM  15      -   0.99997467  x   0.99961534  =   0.99959002
 FG1866
 FG1866:                Primary Azimuth Mark                     Grid Az
 FG1866:SPC AR N     -  KNOXVILLE AZ MK 2                        081 10 52.5
 FG1866:UTM  15      -  KNOXVILLE AZ MK 2                        080 35 53.8
 FG1866
 FG1866_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV6472216283(NAD 83)
 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(1993)-  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
 FG1866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1866.See file dsdata.pdf to determine how the superseded data were derived.
 FG1866
 FG1866_MARKER: DS = TRIANGULATION STATION DISK
 FG1866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1866_STAMPING: KNOXVILLE 1940
 FG1866_MARK LOGO: CGS
 FG1866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1866+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0309 ***********************************************************************
 EJ0309  DESIGNATION -  KONE
 EJ0309  PID         -  EJ0309
 EJ0309  STATE/COUNTY-  AR/PULASKI
 EJ0309  COUNTRY     -  US
 EJ0309  USGS QUAD   -  MCALMONT (2017)
 EJ0309
 EJ0309                         *CURRENT SURVEY CONTROL
 EJ0309  ______________________________________________________________________
 EJ0309* NAD 83(1986) POSITION- 34 50 30.     (N) 092 08 24.     (W)   SCALED
 EJ0309* NAVD 88 ORTHO HEIGHT -    75.28  (+/-2cm)      247.0   (feet) VERTCON3
 EJ0309  ______________________________________________________________________
 EJ0309  GEOID HEIGHT    -        -26.887 (meters)                     GEOID18
 EJ0309  VERT ORDER      -  ? (See Below)
 EJ0309
 EJ0309.The horizontal coordinates were scaled from a 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
 EJ0309.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0309.GEOID18 height accuracy estimate available here.
 EJ0309
 EJ0309.The vertical order pertains to the NGVD 29 superseded value.
 EJ0309
 EJ0309.Click photographs - Photos may exist for this station.
 EJ0309
 EJ0309;                    North         East    Units  Estimated Accuracy
 EJ0309;SPC AR S     -   641,250.      387,200.      MT  (+/- 180 meters Scaled)
 EJ0309
 EJ0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU786558(NAD 83)
 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
 EJ0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0309.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0309
 EJ0309_MARKER: DD = SURVEY DISK
 EJ0309_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0309_STAMPING: KONE 1937
 EJ0309_MARK LOGO: CGS+SS
 EJ0309_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0309
 EJ0309  HISTORY     - Date     Condition        Report By
 EJ0309  HISTORY     - 1937     MONUMENTED       ARGS
 EJ0309  HISTORY     - 1955     GOOD             CGS
 EJ0309
 EJ0309                          STATION DESCRIPTION
 EJ0309
 EJ0309'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0310 ***********************************************************************
 EJ0310  DESIGNATION -  KOOL
 EJ0310  PID         -  EJ0310
 EJ0310  STATE/COUNTY-  AR/PULASKI
 EJ0310  COUNTRY     -  US
 EJ0310  USGS QUAD   -  JACKSONVILLE (2017)
 EJ0310
 EJ0310                         *CURRENT SURVEY CONTROL
 EJ0310  ______________________________________________________________________
 EJ0310* NAD 83(1986) POSITION- 34 51 07.55   (N) 092 07 19.07   (W)   HD_HELD1
 EJ0310* NAVD 88 ORTHO HEIGHT -    79.62  (+/-2cm)      261.2   (feet) VERTCON3
 EJ0310  ______________________________________________________________________
 EJ0310  GEOID HEIGHT    -        -26.912 (meters)                     GEOID18
 EJ0310  VERT ORDER      -  ? (See Below)
 EJ0310
 EJ0310.The horizontal coordinates were determined by differentially corrected
 EJ0310.hand held GPS observations or other comparable positioning techniques
 EJ0310.and have an estimated accuracy of +/- 3 meters.
 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
 EJ0310.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0310.GEOID18 height accuracy estimate available here.
 EJ0310
 EJ0310.The vertical order pertains to the NGVD 29 superseded value.
 EJ0310
 EJ0310.Click photographs - Photos may exist for this station.
 EJ0310
 EJ0310;                    North         East    Units  Estimated Accuracy
 EJ0310;SPC AR S     -   642,408.0     388,845.9     MT  (+/- 3 meters HH1 GPS) 
 EJ0310
 EJ0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU8026756992(NAD 83)
 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
 EJ0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0310.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0310
 EJ0310_MARKER: DD = SURVEY DISK
 EJ0310_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0310_STAMPING: KOOL 1937
 EJ0310_MARK LOGO: CGS+SS
 EJ0310_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0310
 EJ0310  HISTORY     - Date     Condition        Report By
 EJ0310  HISTORY     - 1937     MONUMENTED       ARGS
 EJ0310  HISTORY     - 1955     GOOD             CGS
 EJ0310
 EJ0310                          STATION DESCRIPTION
 EJ0310
 EJ0310'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1796 ***********************************************************************
 EJ1796  DESIGNATION -  KOONCE
 EJ1796  PID         -  EJ1796
 EJ1796  STATE/COUNTY-  AR/JEFFERSON
 EJ1796  COUNTRY     -  US
 EJ1796  USGS QUAD   -  PINE BLUFF (2017)
 EJ1796
 EJ1796                         *CURRENT SURVEY CONTROL
 EJ1796  ______________________________________________________________________
 EJ1796* NAD 83(1997) POSITION- 34 07 44.60435(N) 092 07 10.71945(W)   ADJUSTED
 EJ1796* NAVD 88 ORTHO HEIGHT -    93.    (meters)      305.    (feet) SCALED
 EJ1796  ______________________________________________________________________
 EJ1796  GEOID HEIGHT    -        -25.873 (meters)                     GEOID18
 EJ1796  LAPLACE CORR    -          0.68  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1796.GEOID18 height accuracy estimate available here.
 EJ1796
 EJ1796.Click photographs - Photos may exist for this station.
 EJ1796
 EJ1796.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1796
 EJ1796. The following values were computed from the NAD 83(1997) position.
 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     -   0.99998947  x   0.99991983  =   0.99990930
 EJ1796!UTM  15      -   0.99998947  x   0.99968123  =   0.99967071
 EJ1796
 EJ1796:                Primary Azimuth Mark                     Grid Az
 EJ1796:SPC AR S     -  KOONCE AZ MK                             243 26 24.1
 EJ1796:UTM  15      -  KOONCE AZ MK                             242 52 44.7
 EJ1796
 EJ1796_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT8117676815(NAD 83)
 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
 EJ1796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1796.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1796
 EJ1796_MARKER: DS = TRIANGULATION STATION DISK
 EJ1796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1796_STAMPING: KOONCE 1964
 EJ1796_MARK LOGO: CGS
 EJ1796_PROJECTION: FLUSH
 EJ1796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1796+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0303 ***********************************************************************
 EJ0303  DESIGNATION -  KUHN
 EJ0303  PID         -  EJ0303
 EJ0303  STATE/COUNTY-  AR/PULASKI
 EJ0303  COUNTRY     -  US
 EJ0303  USGS QUAD   -  MCALMONT (2017)
 EJ0303
 EJ0303                         *CURRENT SURVEY CONTROL
 EJ0303  ______________________________________________________________________
 EJ0303* NAD 83(1986) POSITION- 34 46 49.     (N) 092 12 39.     (W)   SCALED
 EJ0303* NAVD 88 ORTHO HEIGHT -    78.95  (+/-2cm)      259.0   (feet) VERTCON3
 EJ0303  ______________________________________________________________________
 EJ0303  GEOID HEIGHT    -        -26.723 (meters)                     GEOID18
 EJ0303  VERT ORDER      -  ? (See Below)
 EJ0303
 EJ0303.The horizontal coordinates were scaled from a 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
 EJ0303.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0303.GEOID18 height accuracy estimate available here.
 EJ0303
 EJ0303.The vertical order pertains to the NGVD 29 superseded value.
 EJ0303
 EJ0303.Click photographs - Photos may exist for this station.
 EJ0303
 EJ0303;                    North         East    Units  Estimated Accuracy
 EJ0303;SPC AR S     -   634,450.      380,700.      MT  (+/- 180 meters Scaled)
 EJ0303
 EJ0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU722489(NAD 83)
 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
 EJ0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0303.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0303
 EJ0303_MARKER: DD = SURVEY DISK
 EJ0303_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0303_STAMPING: KUHN 1937
 EJ0303_MARK LOGO: CGS+SS
 EJ0303_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0303
 EJ0303  HISTORY     - Date     Condition        Report By
 EJ0303  HISTORY     - 1937     MONUMENTED       ARGS
 EJ0303  HISTORY     - 1955     GOOD             CGS
 EJ0303
 EJ0303                          STATION DESCRIPTION
 EJ0303
 EJ0303'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0247 ***********************************************************************
 EJ0247  DESIGNATION -  KUM
 EJ0247  PID         -  EJ0247
 EJ0247  STATE/COUNTY-  AR/PULASKI
 EJ0247  COUNTRY     -  US
 EJ0247  USGS QUAD   -  PINNACLE MOUNTAIN (2017)
 EJ0247
 EJ0247                         *CURRENT SURVEY CONTROL
 EJ0247  ______________________________________________________________________
 EJ0247* NAD 83(1986) POSITION- 34 51 25.     (N) 092 28 09.     (W)   SCALED
 EJ0247* NAVD 88 ORTHO HEIGHT -    80.066 (meters)      262.68  (feet) ADJUSTED
 EJ0247  ______________________________________________________________________
 EJ0247  GEOID HEIGHT    -        -27.237 (meters)                     GEOID18
 EJ0247  DYNAMIC HEIGHT  -         79.992 (meters)      262.44  (feet) COMP
 EJ0247  MODELED GRAVITY -    979,701.0   (mgal)                       NAVD 88
 EJ0247
 EJ0247  VERT ORDER      -  SECOND    CLASS I
 EJ0247
 EJ0247.The horizontal coordinates were scaled from a map and have
 EJ0247.an estimated accuracy of +/- 6 seconds.
 EJ0247
 EJ0247.The orthometric height was determined by differential leveling and
 EJ0247.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0247.in September 2023.
 EJ0247
 EJ0247.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0247.GEOID18 height accuracy estimate available here.
 EJ0247
 EJ0247.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU485573(NAD 83)
 EJ0247
 EJ0247                          SUPERSEDED SURVEY CONTROL
 EJ0247
 EJ0247  NAVD 88 (06/15/91)   80.084  (m)          262.74   (f) SUPERSEDED  2 0
 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
 EJ0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0247.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0247
 EJ0247_MARKER: DD = SURVEY DISK
 EJ0247_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0247_STAMPING: KUM 1934
 EJ0247_MARK LOGO: CGS+SS
 EJ0247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0247
 EJ0247  HISTORY     - Date     Condition        Report By
 EJ0247  HISTORY     - 1934     MONUMENTED       ARGS
 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 ARKANSAS GEODETIC SURVEY 1934
 EJ0247'2.7 MILES WEST OF PINNACLE ALONG C.R.I. AND P. RY. FROM THE STATION,
 EJ0247'ABOUT 0.2 MILE SOUTHEAST OF NATURAL STEPS RY. STATION, 92 FEET
 EJ0247'NORTHEAST OF CENTERLINE OF CHICAGO, ROCK ISLAND AND PACIFIC R.R. AND
 EJ0247'79.5 FEET NORTH OF TELEPHONE POLE 155+20.  TABLET SET IN PRECAST
 EJ0247'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 = MARCH 20, 2026 22:17:28 EDT
 EJ0243 ***********************************************************************
 EJ0243  DESIGNATION -  KUP
 EJ0243  PID         -  EJ0243
 EJ0243  STATE/COUNTY-  AR/PULASKI
 EJ0243  COUNTRY     -  US
 EJ0243  USGS QUAD   -  MAYFLOWER (2017)
 EJ0243
 EJ0243                         *CURRENT SURVEY CONTROL
 EJ0243  ______________________________________________________________________
 EJ0243* NAD 83(1986) POSITION- 34 52 34.04   (N) 092 28 53.65   (W)   HD_HELD1
 EJ0243* NAVD 88 ORTHO HEIGHT -    84.056 (meters)      275.77  (feet) ADJUSTED
 EJ0243  ______________________________________________________________________
 EJ0243  GEOID HEIGHT    -        -27.336 (meters)                     GEOID18
 EJ0243  DYNAMIC HEIGHT  -         83.977 (meters)      275.51  (feet) COMP
 EJ0243  MODELED GRAVITY -    979,698.6   (mgal)                       NAVD 88
 EJ0243
 EJ0243  VERT ORDER      -  SECOND    CLASS I
 EJ0243
 EJ0243.The horizontal coordinates were determined by differentially corrected
 EJ0243.hand held GPS observations or other comparable positioning techniques
 EJ0243.and have an estimated accuracy of +/- 3 meters.
 EJ0243
 EJ0243.The orthometric height was determined by differential leveling and
 EJ0243.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0243.in September 2023.
 EJ0243
 EJ0243.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0243.GEOID18 height accuracy estimate available here.
 EJ0243
 EJ0243.Click photographs - Photos may exist for this station.
 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     -   645,170.3     355,971.3     MT  (+/- 3 meters HH1 GPS) 
 EJ0243
 EJ0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU4737959428(NAD 83)
 EJ0243
 EJ0243                          SUPERSEDED SURVEY CONTROL
 EJ0243
 EJ0243  NAVD 88 (06/15/91)   84.075  (m)          275.84   (f) SUPERSEDED  2 0
 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
 EJ0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0243.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0243
 EJ0243_MARKER: DD = SURVEY DISK
 EJ0243_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0243_STAMPING: KUP 1934
 EJ0243_MARK LOGO: CGS+SS
 EJ0243_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0243
 EJ0243  HISTORY     - Date     Condition        Report By
 EJ0243  HISTORY     - 1934     MONUMENTED       ARGS
 EJ0243  HISTORY     - 19841129 MARK NOT FOUND   USPSQD
 EJ0243
 EJ0243                          STATION DESCRIPTION
 EJ0243
 EJ0243'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1934
 EJ0243'2.5 MILES SOUTH OF ROLAND ALONG C.R.I. AND P. RY. FROM STATION, ABOUT
 EJ0243'225 FEET WEST OF M.P.157, 98.9 FEET NORTH OF THE CENTERLINE OF COUNTY
 EJ0243'ROAD, 17.9 FEET NORTH OF THE CENTERLINE OF CHICAGO, ROCK ISLAND AND
 EJ0243'PACIFIC R.R.  A TABLET SET IN A 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0311 ***********************************************************************
 EJ0311  DESIGNATION -  KWAA
 EJ0311  PID         -  EJ0311
 EJ0311  STATE/COUNTY-  AR/PULASKI
 EJ0311  COUNTRY     -  US
 EJ0311  USGS QUAD   -  JACKSONVILLE (2017)
 EJ0311
 EJ0311                         *CURRENT SURVEY CONTROL
 EJ0311  ______________________________________________________________________
 EJ0311* NAD 83(1986) POSITION- 34 51 55.77   (N) 092 06 39.52   (W)   HD_HELD1
 EJ0311* NAVD 88 ORTHO HEIGHT -    86.618 (meters)      284.18  (feet) POSTED
 EJ0311  ______________________________________________________________________
 EJ0311  GEOID HEIGHT    -        -26.949 (meters)                     GEOID18
 EJ0311  DYNAMIC HEIGHT  -         86.54  (meters)      283.9   (feet) COMP
 EJ0311  MODELED GRAVITY -    979,708.0   (mgal)                       NAVD 88
 EJ0311
 EJ0311  VERT ORDER      -  * POSTED, SEE BELOW
 EJ0311
 EJ0311.The horizontal coordinates were determined by differentially corrected
 EJ0311.hand held GPS observations or other comparable positioning techniques
 EJ0311.and have an estimated accuracy of +/- 3 meters.
 EJ0311
 EJ0311.The orthometric height was determined by differential leveling
 EJ0311.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 EJ0311
 EJ0311.* This is a POSTED BENCH MARK height.
 EJ0311
 EJ0311.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0311.GEOID18 height accuracy estimate available here.
 EJ0311
 EJ0311.Click photographs - Photos may exist for this station.
 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     -   643,892.9     389,852.3     MT  (+/- 3 meters HH1 GPS) 
 EJ0311
 EJ0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU8125858487(NAD 83)
 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
 EJ0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0311.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0311
 EJ0311_MARKER: DD = SURVEY DISK
 EJ0311_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0311_STAMPING: KWAA 1937
 EJ0311_MARK LOGO: CGS+SS
 EJ0311_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0311
 EJ0311  HISTORY     - Date     Condition        Report By
 EJ0311  HISTORY     - 1937     MONUMENTED       ARGS
 EJ0311  HISTORY     - 1955     MARK NOT FOUND   CGS
 EJ0311
 EJ0311                          STATION DESCRIPTION
 EJ0311
 EJ0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0312 ***********************************************************************
 EJ0312  DESIGNATION -  KWAB
 EJ0312  PID         -  EJ0312
 EJ0312  STATE/COUNTY-  AR/PULASKI
 EJ0312  COUNTRY     -  US
 EJ0312  USGS QUAD   -  CABOT (2017)
 EJ0312
 EJ0312                         *CURRENT SURVEY CONTROL
 EJ0312  ______________________________________________________________________
 EJ0312* NAD 83(1986) POSITION- 34 53 02.24   (N) 092 05 02.58   (W)   HD_HELD1
 EJ0312* NAVD 88 ORTHO HEIGHT -    79.24  (+/-2cm)      260.0   (feet) VERTCON3
 EJ0312  ______________________________________________________________________
 EJ0312  GEOID HEIGHT    -        -26.997 (meters)                     GEOID18
 EJ0312  VERT ORDER      -  ? (See Below)
 EJ0312
 EJ0312.The horizontal coordinates were determined by differentially corrected
 EJ0312.hand held GPS observations or other comparable positioning techniques
 EJ0312.and have an estimated accuracy of +/- 3 meters.
 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
 EJ0312.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0312.GEOID18 height accuracy estimate available here.
 EJ0312
 EJ0312.The vertical order pertains to the NGVD 29 superseded value.
 EJ0312
 EJ0312.Click photographs - Photos may exist for this station.
 EJ0312
 EJ0312;                    North         East    Units  Estimated Accuracy
 EJ0312;SPC AR S     -   645,938.9     392,316.2     MT  (+/- 3 meters HH1 GPS) 
 EJ0312
 EJ0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU8370160556(NAD 83)
 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
 EJ0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0312.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0312
 EJ0312_MARKER: DD = SURVEY DISK
 EJ0312_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0312_STAMPING: KWAB 1937
 EJ0312_MARK LOGO: CGS+SS
 EJ0312_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0312
 EJ0312  HISTORY     - Date     Condition        Report By
 EJ0312  HISTORY     - 1937     MONUMENTED       ARGS
 EJ0312  HISTORY     - 1955     GOOD             CGS
 EJ0312
 EJ0312                          STATION DESCRIPTION
 EJ0312
 EJ0312'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0313 ***********************************************************************
 EJ0313  DESIGNATION -  KWAC
 EJ0313  PID         -  EJ0313
 EJ0313  STATE/COUNTY-  AR/PULASKI
 EJ0313  COUNTRY     -  US
 EJ0313  USGS QUAD   -  CABOT (2017)
 EJ0313
 EJ0313                         *CURRENT SURVEY CONTROL
 EJ0313  ______________________________________________________________________
 EJ0313* NAD 83(1986) POSITION- 34 53 13.54   (N) 092 04 51.95   (W)   HD_HELD1
 EJ0313* NAVD 88 ORTHO HEIGHT -    79.05  (+/-2cm)      259.3   (feet) VERTCON3
 EJ0313  ______________________________________________________________________
 EJ0313  GEOID HEIGHT    -        -27.005 (meters)                     GEOID18
 EJ0313  VERT ORDER      -  ? (See Below)
 EJ0313
 EJ0313.The horizontal coordinates were determined by differentially corrected
 EJ0313.hand held GPS observations or other comparable positioning techniques
 EJ0313.and have an estimated accuracy of +/- 3 meters.
 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
 EJ0313.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0313.GEOID18 height accuracy estimate available here.
 EJ0313
 EJ0313.The vertical order pertains to the NGVD 29 superseded value.
 EJ0313
 EJ0313.Click photographs - Photos may exist for this station.
 EJ0313
 EJ0313;                    North         East    Units  Estimated Accuracy
 EJ0313;SPC AR S     -   646,287.0     392,586.4     MT  (+/- 3 meters HH1 GPS) 
 EJ0313
 EJ0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU8396760907(NAD 83)
 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
 EJ0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0313.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0313
 EJ0313_MARKER: DD = SURVEY DISK
 EJ0313_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0313_STAMPING: KWAC 1937
 EJ0313_MARK LOGO: CGS+SS
 EJ0313_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0313
 EJ0313  HISTORY     - Date     Condition        Report By
 EJ0313  HISTORY     - 1937     MONUMENTED       ARGS
 EJ0313  HISTORY     - 1955     GOOD             CGS
 EJ0313  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 EJ0313
 EJ0313                          STATION DESCRIPTION
 EJ0313
 EJ0313'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0314 ***********************************************************************
 EJ0314  DESIGNATION -  KWAD
 EJ0314  PID         -  EJ0314
 EJ0314  STATE/COUNTY-  AR/LONOKE
 EJ0314  COUNTRY     -  US
 EJ0314  USGS QUAD   -  CABOT (2017)
 EJ0314
 EJ0314                         *CURRENT SURVEY CONTROL
 EJ0314  ______________________________________________________________________
 EJ0314* NAD 83(1986) POSITION- 34 55 08.40   (N) 092 03 26.57   (W)   HD_HELD1
 EJ0314* NAVD 88 ORTHO HEIGHT -    78.01  (+/-2cm)      255.9   (feet) VERTCON3
 EJ0314  ______________________________________________________________________
 EJ0314  GEOID HEIGHT    -        -27.087 (meters)                     GEOID18
 EJ0314  VERT ORDER      -  ? (See Below)
 EJ0314
 EJ0314.The horizontal coordinates were determined by differentially corrected
 EJ0314.hand held GPS observations or other comparable positioning techniques
 EJ0314.and have an estimated accuracy of +/- 3 meters.
 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
 EJ0314.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0314.GEOID18 height accuracy estimate available here.
 EJ0314
 EJ0314.The vertical order pertains to the NGVD 29 superseded value.
 EJ0314
 EJ0314.Click photographs - Photos may exist for this station.
 EJ0314
 EJ0314;                    North         East    Units  Estimated Accuracy
 EJ0314;SPC AR S     -   649,825.2     394,756.5     MT  (+/- 3 meters HH1 GPS) 
 EJ0314
 EJ0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU8610164465(NAD 83)
 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
 EJ0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0314.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0314
 EJ0314_MARKER: DD = SURVEY DISK
 EJ0314_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0314_STAMPING: KWAD 1938
 EJ0314_MARK LOGO: CGS+SS
 EJ0314_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0314
 EJ0314  HISTORY     - Date     Condition        Report By
 EJ0314  HISTORY     - 1938     MONUMENTED       ARGS
 EJ0314  HISTORY     - 1955     GOOD             CGS
 EJ0314  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 EJ0314
 EJ0314                          STATION DESCRIPTION
 EJ0314
 EJ0314'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0315 ***********************************************************************
 EJ0315  DESIGNATION -  KWAE
 EJ0315  PID         -  EJ0315
 EJ0315  STATE/COUNTY-  AR/LONOKE
 EJ0315  COUNTRY     -  US
 EJ0315  USGS QUAD   -  CABOT (2017)
 EJ0315
 EJ0315                         *CURRENT SURVEY CONTROL
 EJ0315  ______________________________________________________________________
 EJ0315* NAD 83(1986) POSITION- 34 57 13.02   (N) 092 01 52.09   (W)   HD_HELD1
 EJ0315* NAVD 88 ORTHO HEIGHT -    80.767 (meters)      264.98  (feet) POSTED
 EJ0315  ______________________________________________________________________
 EJ0315  GEOID HEIGHT    -        -27.165 (meters)                     GEOID18
 EJ0315  DYNAMIC HEIGHT  -         80.69  (meters)      264.7   (feet) COMP
 EJ0315  MODELED GRAVITY -    979,706.2   (mgal)                       NAVD 88
 EJ0315
 EJ0315  VERT ORDER      -  * POSTED, SEE BELOW
 EJ0315
 EJ0315.The horizontal coordinates were determined by differentially corrected
 EJ0315.hand held GPS observations or other comparable positioning techniques
 EJ0315.and have an estimated accuracy of +/- 3 meters.
 EJ0315
 EJ0315.The orthometric height was determined by differential leveling
 EJ0315.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 EJ0315
 EJ0315.* This is a POSTED BENCH MARK height.
 EJ0315
 EJ0315.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0315.GEOID18 height accuracy estimate available here.
 EJ0315
 EJ0315.Click photographs - Photos may exist for this station.
 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     -   653,664.7     397,155.9     MT  (+/- 3 meters HH1 GPS) 
 EJ0315
 EJ0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU8846168327(NAD 83)
 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
 EJ0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0315.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0315
 EJ0315_MARKER: DD = SURVEY DISK
 EJ0315_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0315_STAMPING: KWAE 1937
 EJ0315_MARK LOGO: CGS+SS
 EJ0315_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0315
 EJ0315  HISTORY     - Date     Condition        Report By
 EJ0315  HISTORY     - 1937     MONUMENTED       ARGS
 EJ0315  HISTORY     - 1955     GOOD             CGS
 EJ0315  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 EJ0315
 EJ0315                          STATION DESCRIPTION
 EJ0315
 EJ0315'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0316 ***********************************************************************
 EJ0316  DESIGNATION -  KWAG
 EJ0316  PID         -  EJ0316
 EJ0316  STATE/COUNTY-  AR/LONOKE
 EJ0316  COUNTRY     -  US
 EJ0316  USGS QUAD   -  CABOT (2017)
 EJ0316
 EJ0316                         *CURRENT SURVEY CONTROL
 EJ0316  ______________________________________________________________________
 EJ0316* NAD 83(1986) POSITION- 34 58 22.     (N) 092 00 57.     (W)   SCALED
 EJ0316* NAVD 88 ORTHO HEIGHT -    88.057 (meters)      288.90  (feet) POSTED
 EJ0316  ______________________________________________________________________
 EJ0316  GEOID HEIGHT    -        -27.203 (meters)                     GEOID18
 EJ0316  DYNAMIC HEIGHT  -         87.98  (meters)      288.6   (feet) COMP
 EJ0316  MODELED GRAVITY -    979,706.0   (mgal)                       NAVD 88
 EJ0316
 EJ0316  VERT ORDER      -  * POSTED, SEE BELOW
 EJ0316
 EJ0316.The horizontal coordinates were scaled from a 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
 EJ0316.* This is a POSTED BENCH MARK height.
 EJ0316
 EJ0316.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0316.GEOID18 height accuracy estimate available here.
 EJ0316
 EJ0316.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU898704(NAD 83)
 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
 EJ0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0316.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0316
 EJ0316_MARKER: DD = SURVEY DISK
 EJ0316_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0316_STAMPING: KWAG 1937
 EJ0316_MARK LOGO: CGS+SS
 EJ0316_PROJECTION: FLUSH
 EJ0316_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0316
 EJ0316  HISTORY     - Date     Condition        Report By
 EJ0316  HISTORY     - 1937     MONUMENTED       ARGS
 EJ0316  HISTORY     - 1955     GOOD             CGS
 EJ0316  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 EJ0316
 EJ0316                          STATION DESCRIPTION
 EJ0316
 EJ0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0317 ***********************************************************************
 EJ0317  DESIGNATION -  KWAH
 EJ0317  PID         -  EJ0317
 EJ0317  STATE/COUNTY-  AR/LONOKE
 EJ0317  COUNTRY     -  US
 EJ0317  USGS QUAD   -  CABOT (2017)
 EJ0317
 EJ0317                         *CURRENT SURVEY CONTROL
 EJ0317  ______________________________________________________________________
 EJ0317* NAD 83(1986) POSITION- 34 58 46.     (N) 092 00 32.     (W)   SCALED
 EJ0317* NAVD 88 ORTHO HEIGHT -    85.66  (+/-2cm)      281.0   (feet) VERTCON3
 EJ0317  ______________________________________________________________________
 EJ0317  GEOID HEIGHT    -        -27.216 (meters)                     GEOID18
 EJ0317  VERT ORDER      -  ? (See Below)
 EJ0317
 EJ0317.The horizontal coordinates were scaled from a 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
 EJ0317.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0317.GEOID18 height accuracy estimate available here.
 EJ0317
 EJ0317.The vertical order pertains to the NGVD 29 superseded value.
 EJ0317
 EJ0317.Click photographs - Photos may exist for this station.
 EJ0317
 EJ0317;                    North         East    Units  Estimated Accuracy
 EJ0317;SPC AR S     -   656,530.      399,190.      MT  (+/- 180 meters Scaled)
 EJ0317
 EJ0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU904712(NAD 83)
 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
 EJ0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0317.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0317
 EJ0317_MARKER: DD = SURVEY DISK
 EJ0317_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0317_STAMPING: KWAH 1937
 EJ0317_MARK LOGO: CGS+SS
 EJ0317_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0317
 EJ0317  HISTORY     - Date     Condition        Report By
 EJ0317  HISTORY     - 1937     MONUMENTED       ARGS
 EJ0317  HISTORY     - 1955     GOOD             CGS
 EJ0317  HISTORY     - 1976     MARK NOT FOUND   USGS
 EJ0317
 EJ0317                          STATION DESCRIPTION
 EJ0317
 EJ0317'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0318 ***********************************************************************
 EJ0318  DESIGNATION -  KWAI
 EJ0318  PID         -  EJ0318
 EJ0318  STATE/COUNTY-  AR/LONOKE
 EJ0318  COUNTRY     -  US
 EJ0318  USGS QUAD   -  CABOT (2017)
 EJ0318
 EJ0318                         *CURRENT SURVEY CONTROL
 EJ0318  ______________________________________________________________________
 EJ0318* NAD 83(1986) POSITION- 34 58 59.     (N) 092 00 01.     (W)   SCALED
 EJ0318* NAVD 88 ORTHO HEIGHT -    82.54  (+/-2cm)      270.8   (feet) VERTCON3
 EJ0318  ______________________________________________________________________
 EJ0318  GEOID HEIGHT    -        -27.221 (meters)                     GEOID18
 EJ0318  VERT ORDER      -  ? (See Below)
 EJ0318
 EJ0318.The horizontal coordinates were scaled from a 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
 EJ0318.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0318.GEOID18 height accuracy estimate available here.
 EJ0318
 EJ0318.The vertical order pertains to the NGVD 29 superseded value.
 EJ0318
 EJ0318.Click photographs - Photos may exist for this station.
 EJ0318
 EJ0318;                    North         East    Units  Estimated Accuracy
 EJ0318;SPC AR S     -   656,930.      399,980.      MT  (+/- 180 meters Scaled)
 EJ0318
 EJ0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU912716(NAD 83)
 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
 EJ0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0318.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0318
 EJ0318_MARKER: DD = SURVEY DISK
 EJ0318_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0318_STAMPING: KWAI 1937
 EJ0318_MARK LOGO: CGS+SS
 EJ0318_PROJECTION: RECESSED 20 CENTIMETERS
 EJ0318_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0318
 EJ0318  HISTORY     - Date     Condition        Report By
 EJ0318  HISTORY     - 1937     MONUMENTED       ARGS
 EJ0318  HISTORY     - 1955     MARK NOT FOUND   CGS
 EJ0318  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 EJ0318
 EJ0318                          STATION DESCRIPTION
 EJ0318
 EJ0318'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EH2419 ***********************************************************************
 EH2419  DESIGNATION -  KWAJ
 EH2419  PID         -  EH2419
 EH2419  STATE/COUNTY-  AR/LONOKE
 EH2419  COUNTRY     -  US
 EH2419  USGS QUAD   -  OAK GROVE (2017)
 EH2419
 EH2419                         *CURRENT SURVEY CONTROL
 EH2419  ______________________________________________________________________
 EH2419* NAD 83(1986) POSITION- 34 59 11.     (N) 091 59 48.     (W)   SCALED
 EH2419* NAVD 88 ORTHO HEIGHT -    81.28  (+/-2cm)      266.7   (feet) VERTCON3
 EH2419  ______________________________________________________________________
 EH2419  GEOID HEIGHT    -        -27.227 (meters)                     GEOID18
 EH2419  VERT ORDER      -  ? (See Below)
 EH2419
 EH2419.The horizontal coordinates were scaled from a 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
 EH2419.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2419.GEOID18 height accuracy estimate available here.
 EH2419
 EH2419.The vertical order pertains to the NGVD 29 superseded value.
 EH2419
 EH2419.Click photographs - Photos may exist for this station.
 EH2419
 EH2419;                    North         East    Units  Estimated Accuracy
 EH2419;SPC AR S     -   657,300.      400,300.      MT  (+/- 180 meters Scaled)
 EH2419
 EH2419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU915719(NAD 83)
 EH2419
 EH2419                          SUPERSEDED SURVEY CONTROL
 EH2419
 EH2419  NGVD 29 (11/26/84)   81.274  (m)          266.65   (f) ADJUSTED       
 EH2419
 EH2419.Superseded values are not recommended for survey control.
 EH2419
 EH2419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2419.See file dsdata.pdf to determine how the superseded data were derived.
 EH2419
 EH2419_MARKER: DD = SURVEY DISK
 EH2419_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EH2419_STAMPING: KWAJ 1937
 EH2419_MARK LOGO: CGS+SS
 EH2419_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1482 ***********************************************************************
 FF1482  DESIGNATION -  KWAL
 FF1482  PID         -  FF1482
 FF1482  STATE/COUNTY-  AR/LONOKE
 FF1482  COUNTRY     -  US
 FF1482  USGS QUAD   -  BEEBE (2017)
 FF1482
 FF1482                         *CURRENT SURVEY CONTROL
 FF1482  ______________________________________________________________________
 FF1482* NAD 83(1986) POSITION- 35 00 24.     (N) 091 58 23.     (W)   SCALED
 FF1482* NAVD 88 ORTHO HEIGHT -    71.93  (+/-2cm)      236.0   (feet) VERTCON3
 FF1482  ______________________________________________________________________
 FF1482  GEOID HEIGHT    -        -27.261 (meters)                     GEOID18
 FF1482  VERT ORDER      -  ? (See Below)
 FF1482
 FF1482.The horizontal coordinates were scaled from a 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
 FF1482.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1482.GEOID18 height accuracy estimate available here.
 FF1482
 FF1482.The vertical order pertains to the NGVD 29 superseded value.
 FF1482
 FF1482.Click photographs - Photos may exist for this station.
 FF1482
 FF1482;                    North         East    Units  Estimated Accuracy
 FF1482;SPC AR S     -   659,550.      402,460.      MT  (+/- 180 meters Scaled)
 FF1482
 FF1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU937742(NAD 83)
 FF1482
 FF1482                          SUPERSEDED SURVEY CONTROL
 FF1482
 FF1482  NGVD 29 (11/26/84)   71.922  (m)          235.96   (f) ADJUSTED       
 FF1482
 FF1482.Superseded values are not recommended for survey control.
 FF1482
 FF1482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1482.See file dsdata.pdf to determine how the superseded data were derived.
 FF1482
 FF1482_MARKER: DD = SURVEY DISK
 FF1482_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF1482_STAMPING: KWAL 1938
 FF1482_MARK LOGO: CGS+SS
 FF1482_PROJECTION: RECESSED 24 CENTIMETERS
 FF1482_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0279 ***********************************************************************
 EJ0279  DESIGNATION -  L 10
 EJ0279  PID         -  EJ0279
 EJ0279  STATE/COUNTY-  AR/PULASKI
 EJ0279  COUNTRY     -  US
 EJ0279  USGS QUAD   -  NORTH LITTLE ROCK (2017)
 EJ0279
 EJ0279                         *CURRENT SURVEY CONTROL
 EJ0279  ______________________________________________________________________
 EJ0279* NAD 83(1986) POSITION- 34 45 20.62   (N) 092 16 51.49   (W)   HD_HELD1
 EJ0279* NAVD 88 ORTHO HEIGHT -    81.717 (meters)      268.10  (feet) ADJUSTED
 EJ0279  ______________________________________________________________________
 EJ0279  GEOID HEIGHT    -        -26.672 (meters)                     GEOID18
 EJ0279  DYNAMIC HEIGHT  -         81.641 (meters)      267.85  (feet) COMP
 EJ0279  MODELED GRAVITY -    979,709.7   (mgal)                       NAVD 88
 EJ0279
 EJ0279  VERT ORDER      -  SECOND    CLASS I
 EJ0279
 EJ0279.The horizontal coordinates were determined by differentially corrected
 EJ0279.hand held GPS observations or other comparable positioning techniques
 EJ0279.and have an estimated accuracy of +/- 3 meters.
 EJ0279
 EJ0279.The orthometric height was determined by differential leveling and
 EJ0279.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0279.in June 2022.
 EJ0279
 EJ0279.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0279.GEOID18 height accuracy estimate available here.
 EJ0279
 EJ0279.Click photographs - Photos may exist for this station.
 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     -   631,745.7     374,274.9     MT  (+/- 3 meters HH1 GPS) 
 EJ0279
 EJ0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6580746190(NAD 83)
 EJ0279
 EJ0279                          SUPERSEDED SURVEY CONTROL
 EJ0279
 EJ0279  NAVD 88 (06/15/91)   81.694  (m)          268.02   (f) SUPERSEDED  1 2
 EJ0279  NGVD 29 (06/07/95)   81.745  (m)          268.19   (f) ADJUSTED    1 2
 EJ0279  NGVD 29 (??/??/92)   81.770  (m)          268.27   (f) SUPERSEDED  1 2
 EJ0279
 EJ0279.Superseded values are not recommended for survey control.
 EJ0279
 EJ0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0279.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0279
 EJ0279_MARKER: DB = BENCH MARK DISK
 EJ0279_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EJ0279_SP_SET: ABUTMENT
 EJ0279_STAMPING: 268.274 L 10 1932
 EJ0279_MARK LOGO: CGS
 EJ0279_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ0279_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EJ0279+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2025
 EJ0279
 EJ0279  HISTORY     - Date     Condition        Report By
 EJ0279  HISTORY     - 1932     MONUMENTED       CGS
 EJ0279  HISTORY     - 1934     GOOD             CGS
 EJ0279  HISTORY     - 1984     GOOD             NGS
 EJ0279  HISTORY     - 1987     POOR             USPSQD
 EJ0279  HISTORY     - 1988     GOOD             USPSQD
 EJ0279  HISTORY     - 1989     GOOD             USPSQD
 EJ0279  HISTORY     - 1990     GOOD             USPSQD
 EJ0279  HISTORY     - 20120521 GOOD             FAMM
 EJ0279  HISTORY     - 20240723 GOOD             USGS
 EJ0279  HISTORY     - 20251101 GOOD             BASE9
 EJ0279
 EJ0279                          STATION DESCRIPTION
 EJ0279
 EJ0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 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 (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.
 EJ0279
 EJ0279                          STATION RECOVERY (2012)
 EJ0279
 EJ0279'RECOVERY NOTE BY FUGRO AERIAL AND MOBILE MAPPING INC 2012 (MRY)
 EJ0279'RECOVERED IN GOOD CONDITION.
 EJ0279
 EJ0279                          STATION RECOVERY (2024)
 EJ0279
 EJ0279'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2024 (EL)
 EJ0279'RECOVERED IN GOOD CONDITION.
 EJ0279
 EJ0279                          STATION RECOVERY (2025)
 EJ0279
 EJ0279'RECOVERY NOTE BY BASE 9 GEODETIC CONSULTING SERVICE 2025 (DRD)
 EJ0279'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1150 ***********************************************************************
 FF1150  DESIGNATION -  L 10 11
 FF1150  PID         -  FF1150
 FF1150  STATE/COUNTY-  AR/JACKSON
 FF1150  COUNTRY     -  US
 FF1150  USGS QUAD   -  AMAGON (2017)
 FF1150
 FF1150                         *CURRENT SURVEY CONTROL
 FF1150  ______________________________________________________________________
 FF1150* NAD 83(1986) POSITION- 35 33 37.     (N) 091 03 23.     (W)   SCALED
 FF1150* NAVD 88 ORTHO HEIGHT -    71.167 (meters)      233.49  (feet) ADJUSTED
 FF1150  ______________________________________________________________________
 FF1150  GEOID HEIGHT    -        -27.526 (meters)                     GEOID18
 FF1150  DYNAMIC HEIGHT  -         71.105 (meters)      233.28  (feet) COMP
 FF1150  MODELED GRAVITY -    979,764.1   (mgal)                       NAVD 88
 FF1150
 FF1150  VERT ORDER      -  SECOND    CLASS 0
 FF1150
 FF1150.The horizontal coordinates were scaled from a map and have
 FF1150.an estimated accuracy of +/- 6 seconds.
 FF1150
 FF1150.The orthometric height was determined by differential leveling and
 FF1150.adjusted by the NATIONAL GEODETIC SURVEY
 FF1150.in June 1991.
 FF1150
 FF1150.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1150.GEOID18 height accuracy estimate available here.
 FF1150
 FF1150.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV761369(NAD 83)
 FF1150
 FF1150                          SUPERSEDED SURVEY CONTROL
 FF1150
 FF1150  NGVD 29 (11/26/84)   71.098  (m)          233.26   (f) ADJUSTED    2 0
 FF1150
 FF1150.Superseded values are not recommended for survey control.
 FF1150
 FF1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1150.See file dsdata.pdf to determine how the superseded data were derived.
 FF1150
 FF1150_MARKER: DD = SURVEY DISK
 FF1150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1150_STAMPING: L-10-11 1934
 FF1150_MARK LOGO: USACE
 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       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1145 ***********************************************************************
 FF1145  DESIGNATION -  L 10 12
 FF1145  PID         -  FF1145
 FF1145  STATE/COUNTY-  AR/JACKSON
 FF1145  COUNTRY     -  US
 FF1145  USGS QUAD   -  AMAGON (2017)
 FF1145
 FF1145                         *CURRENT SURVEY CONTROL
 FF1145  ______________________________________________________________________
 FF1145* NAD 83(1986) POSITION- 35 33 43.     (N) 091 06 40.     (W)   SCALED
 FF1145* NAVD 88 ORTHO HEIGHT -    67.575 (meters)      221.70  (feet) ADJUSTED
 FF1145  ______________________________________________________________________
 FF1145  GEOID HEIGHT    -        -27.522 (meters)                     GEOID18
 FF1145  DYNAMIC HEIGHT  -         67.517 (meters)      221.51  (feet) COMP
 FF1145  MODELED GRAVITY -    979,764.5   (mgal)                       NAVD 88
 FF1145
 FF1145  VERT ORDER      -  SECOND    CLASS 0
 FF1145
 FF1145.The horizontal coordinates were scaled from a map and have
 FF1145.an estimated accuracy of +/- 6 seconds.
 FF1145
 FF1145.The orthometric height was determined by differential leveling and
 FF1145.adjusted by the NATIONAL GEODETIC SURVEY
 FF1145.in June 1991.
 FF1145
 FF1145.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1145.GEOID18 height accuracy estimate available here.
 FF1145
 FF1145.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV711370(NAD 83)
 FF1145
 FF1145                          SUPERSEDED SURVEY CONTROL
 FF1145
 FF1145  NGVD 29 (11/26/84)   67.509  (m)          221.49   (f) ADJUSTED    2 0
 FF1145
 FF1145.Superseded values are not recommended for survey control.
 FF1145
 FF1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1145.See file dsdata.pdf to determine how the superseded data were derived.
 FF1145
 FF1145_MARKER: DD = SURVEY DISK
 FF1145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1145_STAMPING: BML-10-12
 FF1145_MARK LOGO: USACE
 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       USACE
 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, 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 = MARCH 20, 2026 22:17:28 EDT
 FF1163 ***********************************************************************
 FF1163  DESIGNATION -  L 10 4
 FF1163  PID         -  FF1163
 FF1163  STATE/COUNTY-  AR/JACKSON
 FF1163  COUNTRY     -  US
 FF1163  USGS QUAD   -  AUVERGNE (2017)
 FF1163
 FF1163                         *CURRENT SURVEY CONTROL
 FF1163  ______________________________________________________________________
 FF1163* NAD 83(1986) POSITION- 35 30 42.     (N) 091 13 49.     (W)   SCALED
 FF1163* NAVD 88 ORTHO HEIGHT -    71.30  (+/-2cm)      233.9   (feet) VERTCON3
 FF1163  ______________________________________________________________________
 FF1163  GEOID HEIGHT    -        -27.460 (meters)                     GEOID18
 FF1163  VERT ORDER      -  ? (See Below)
 FF1163
 FF1163.The horizontal coordinates were scaled from a 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
 FF1163.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1163.GEOID18 height accuracy estimate available here.
 FF1163
 FF1163.The vertical order pertains to the NGVD 29 superseded value.
 FF1163
 FF1163.Click photographs - Photos may exist for this station.
 FF1163
 FF1163;                    North         East    Units  Estimated Accuracy
 FF1163;SPC AR N     -   131,000.      469,820.      MT  (+/- 180 meters Scaled)
 FF1163
 FF1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV604312(NAD 83)
 FF1163
 FF1163                          SUPERSEDED SURVEY CONTROL
 FF1163
 FF1163  NGVD 29 (11/26/84)   71.246  (m)          233.75   (f) ADJUSTED       
 FF1163
 FF1163.Superseded values are not recommended for survey control.
 FF1163
 FF1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1163.See file dsdata.pdf to determine how the superseded data were derived.
 FF1163
 FF1163_MARKER: P = PIPE CAP
 FF1163_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF1163_STAMPING: L 10-4
 FF1163_MARK LOGO: USACE
 FF1163_MAGNETIC: P = MARKER IS A STEEL PIPE
 FF1163_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1163
 FF1163  HISTORY     - Date     Condition        Report By
 FF1163  HISTORY     - UNK      MONUMENTED       USACE
 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, 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 = MARCH 20, 2026 22:17:28 EDT
 FF1171 ***********************************************************************
 FF1171  DESIGNATION -  L 10 5
 FF1171  PID         -  FF1171
 FF1171  STATE/COUNTY-  AR/JACKSON
 FF1171  COUNTRY     -  US
 FF1171  USGS QUAD   -  NEWPORT (2017)
 FF1171
 FF1171                         *CURRENT SURVEY CONTROL
 FF1171  ______________________________________________________________________
 FF1171* NAD 83(1986) POSITION- 35 35 42.     (N) 091 15 09.     (W)   SCALED
 FF1171* NAVD 88 ORTHO HEIGHT -    68.973 (meters)      226.29  (feet) ADJUSTED
 FF1171  ______________________________________________________________________
 FF1171  GEOID HEIGHT    -        -27.519 (meters)                     GEOID18
 FF1171  DYNAMIC HEIGHT  -         68.913 (meters)      226.09  (feet) COMP
 FF1171  MODELED GRAVITY -    979,769.7   (mgal)                       NAVD 88
 FF1171
 FF1171  VERT ORDER      -  SECOND    CLASS 0
 FF1171
 FF1171.The horizontal coordinates were scaled from a map and have
 FF1171.an estimated accuracy of +/- 6 seconds.
 FF1171
 FF1171.The orthometric height was determined by differential leveling and
 FF1171.adjusted by the NATIONAL GEODETIC SURVEY
 FF1171.in June 1991.
 FF1171
 FF1171.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1171.GEOID18 height accuracy estimate available here.
 FF1171
 FF1171.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV583404(NAD 83)
 FF1171
 FF1171                          SUPERSEDED SURVEY CONTROL
 FF1171
 FF1171  NGVD 29 (11/26/84)   68.911  (m)          226.09   (f) ADJUSTED    2 0
 FF1171
 FF1171.Superseded values are not recommended for survey control.
 FF1171
 FF1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1171.See file dsdata.pdf to determine how the superseded data were derived.
 FF1171
 FF1171_MARKER: P = PIPE CAP
 FF1171_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF1171_STAMPING: L 10-5
 FF1171_MARK LOGO: USACE
 FF1171_MAGNETIC: P = MARKER IS A STEEL PIPE
 FF1171_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1171
 FF1171  HISTORY     - Date     Condition        Report By
 FF1171  HISTORY     - UNK      MONUMENTED       USACE
 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 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 = MARCH 20, 2026 22:17:28 EDT
 FF1156 ***********************************************************************
 FF1156  DESIGNATION -  L 10 9
 FF1156  PID         -  FF1156
 FF1156  STATE/COUNTY-  AR/JACKSON
 FF1156  COUNTRY     -  US
 FF1156  USGS QUAD   -  GRUBBS (2017)
 FF1156
 FF1156                         *CURRENT SURVEY CONTROL
 FF1156  ______________________________________________________________________
 FF1156* NAD 83(1986) POSITION- 35 38 58.     (N) 091 03 19.     (W)   SCALED
 FF1156* NAVD 88 ORTHO HEIGHT -    68.807 (meters)      225.74  (feet) ADJUSTED
 FF1156  ______________________________________________________________________
 FF1156  GEOID HEIGHT    -        -27.606 (meters)                     GEOID18
 FF1156  DYNAMIC HEIGHT  -         68.748 (meters)      225.55  (feet) COMP
 FF1156  MODELED GRAVITY -    979,773.4   (mgal)                       NAVD 88
 FF1156
 FF1156  VERT ORDER      -  SECOND    CLASS 0
 FF1156
 FF1156.The horizontal coordinates were scaled from a map and have
 FF1156.an estimated accuracy of +/- 6 seconds.
 FF1156
 FF1156.The orthometric height was determined by differential leveling and
 FF1156.adjusted by the NATIONAL GEODETIC SURVEY
 FF1156.in June 1991.
 FF1156
 FF1156.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1156.GEOID18 height accuracy estimate available here.
 FF1156
 FF1156.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV760468(NAD 83)
 FF1156
 FF1156                          SUPERSEDED SURVEY CONTROL
 FF1156
 FF1156  NGVD 29 (11/26/84)   68.737  (m)          225.51   (f) ADJUSTED    2 0
 FF1156
 FF1156.Superseded values are not recommended for survey control.
 FF1156
 FF1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1156.See file dsdata.pdf to determine how the superseded data were derived.
 FF1156
 FF1156_MARKER: DD = SURVEY DISK
 FF1156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1156_STAMPING: L 10-9
 FF1156_MARK LOGO: USACE
 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       USACE
 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'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 = MARCH 20, 2026 22:17:28 EDT
 FG0434 ***********************************************************************
 FG0434  DESIGNATION -  L 100
 FG0434  PID         -  FG0434
 FG0434  STATE/COUNTY-  AR/CONWAY
 FG0434  COUNTRY     -  US
 FG0434  USGS QUAD   -  PERRYVILLE (2017)
 FG0434
 FG0434                         *CURRENT SURVEY CONTROL
 FG0434  ______________________________________________________________________
 FG0434* NAD 83(1986) POSITION- 35 06 38.     (N) 092 48 57.     (W)   SCALED
 FG0434* NAVD 88 ORTHO HEIGHT -    89.423 (meters)      293.38  (feet) ADJUSTED
 FG0434  ______________________________________________________________________
 FG0434  GEOID HEIGHT    -        -28.625 (meters)                     GEOID18
 FG0434  DYNAMIC HEIGHT  -         89.338 (meters)      293.10  (feet) COMP
 FG0434  MODELED GRAVITY -    979,683.6   (mgal)                       NAVD 88
 FG0434
 FG0434  VERT ORDER      -  SECOND    CLASS 0
 FG0434
 FG0434.The horizontal coordinates were scaled from a map and have
 FG0434.an estimated accuracy of +/- 6 seconds.
 FG0434
 FG0434.The orthometric height was determined by differential leveling and
 FG0434.adjusted by the NATIONAL GEODETIC SURVEY
 FG0434.in June 1991.
 FG0434
 FG0434.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0434.GEOID18 height accuracy estimate available here.
 FG0434
 FG0434.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU167853(NAD 83)
 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
 FG0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0434.See file dsdata.pdf to determine how the superseded data were derived.
 FG0434
 FG0434_MARKER: DB = BENCH MARK DISK
 FG0434_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0434_STAMPING: L 100 1935
 FG0434_MARK LOGO: CGS
 FG0434_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1067 ***********************************************************************
 EJ1067  DESIGNATION -  L 101
 EJ1067  PID         -  EJ1067
 EJ1067  STATE/COUNTY-  AR/YELL
 EJ1067  COUNTRY     -  US
 EJ1067  USGS QUAD   -  NIMROD DAM (2017)
 EJ1067
 EJ1067                         *CURRENT SURVEY CONTROL
 EJ1067  ______________________________________________________________________
 EJ1067* NAD 83(1986) POSITION- 34 59 00.     (N) 093 10 13.     (W)   SCALED
 EJ1067* NAVD 88 ORTHO HEIGHT -   251.594 (meters)      825.44  (feet) ADJUSTED
 EJ1067  ______________________________________________________________________
 EJ1067  GEOID HEIGHT    -        -29.028 (meters)                     GEOID18
 EJ1067  DYNAMIC HEIGHT  -        251.345 (meters)      824.62  (feet) COMP
 EJ1067  MODELED GRAVITY -    979,637.9   (mgal)                       NAVD 88
 EJ1067
 EJ1067  VERT ORDER      -  SECOND    CLASS 0
 EJ1067
 EJ1067.The horizontal coordinates were scaled from a map and have
 EJ1067.an estimated accuracy of +/- 6 seconds.
 EJ1067
 EJ1067.The orthometric height was determined by differential leveling and
 EJ1067.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1067.in June 1991.
 EJ1067
 EJ1067.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1067.GEOID18 height accuracy estimate available here.
 EJ1067
 EJ1067.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU844712(NAD 83)
 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
 EJ1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1067.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1067
 EJ1067_MARKER: DB = BENCH MARK DISK
 EJ1067_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ1067_STAMPING: L 101 1935
 EJ1067_MARK LOGO: CGS
 EJ1067_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1067
 EJ1067  HISTORY     - Date     Condition        Report By
 EJ1067  HISTORY     - 1935     MONUMENTED       CGS
 EJ1067  HISTORY     - 1968     MARK NOT FOUND   CGS
 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 COAST AND GEODETIC SURVEY 1968
 EJ1067'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0963 ***********************************************************************
 EJ0963  DESIGNATION -  L 102
 EJ0963  PID         -  EJ0963
 EJ0963  STATE/COUNTY-  AR/PERRY
 EJ0963  COUNTRY     -  US
 EJ0963  USGS QUAD   -  NIMROD SE (2017)
 EJ0963
 EJ0963                         *CURRENT SURVEY CONTROL
 EJ0963  ______________________________________________________________________
 EJ0963* NAD 83(1986) POSITION- 34 52 24.     (N) 093 04 23.     (W)   SCALED
 EJ0963* NAVD 88 ORTHO HEIGHT -   141.890 (meters)      465.52  (feet) ADJUSTED
 EJ0963  ______________________________________________________________________
 EJ0963  GEOID HEIGHT    -        -28.461 (meters)                     GEOID18
 EJ0963  DYNAMIC HEIGHT  -        141.749 (meters)      465.05  (feet) COMP
 EJ0963  MODELED GRAVITY -    979,645.2   (mgal)                       NAVD 88
 EJ0963
 EJ0963  VERT ORDER      -  SECOND    CLASS 0
 EJ0963
 EJ0963.The horizontal coordinates were scaled from a map and have
 EJ0963.an estimated accuracy of +/- 6 seconds.
 EJ0963
 EJ0963.The orthometric height was determined by differential leveling and
 EJ0963.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0963.in June 1991.
 EJ0963
 EJ0963.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0963.GEOID18 height accuracy estimate available here.
 EJ0963
 EJ0963.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU933589(NAD 83)
 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
 EJ0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0963.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0963
 EJ0963_MARKER: DB = BENCH MARK DISK
 EJ0963_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0963_STAMPING: L 102 1935
 EJ0963_MARK LOGO: CGS
 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             USACE
 EJ0963
 EJ0963                          STATION DESCRIPTION
 EJ0963
 EJ0963'DESCRIBED BY US ARMY CORPS OF 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1096 ***********************************************************************
 EJ1096  DESIGNATION -  L 103
 EJ1096  PID         -  EJ1096
 EJ1096  STATE/COUNTY-  AR/GARLAND
 EJ1096  COUNTRY     -  US
 EJ1096  USGS QUAD   -  HOT SPRINGS NORTH (2017)
 EJ1096
 EJ1096                         *CURRENT SURVEY CONTROL
 EJ1096  ______________________________________________________________________
 EJ1096* NAD 83(1986) POSITION- 34 36 38.92   (N) 093 02 02.12   (W)   HD_HELD1
 EJ1096* NAVD 88 ORTHO HEIGHT -   232.295 (meters)      762.12  (feet) ADJUSTED
 EJ1096  ______________________________________________________________________
 EJ1096  GEOID HEIGHT    -        -27.427 (meters)                     GEOID18
 EJ1096  DYNAMIC HEIGHT  -        232.067 (meters)      761.37  (feet) COMP
 EJ1096  MODELED GRAVITY -    979,649.8   (mgal)                       NAVD 88
 EJ1096
 EJ1096  VERT ORDER      -  SECOND    CLASS 0
 EJ1096
 EJ1096.The horizontal coordinates were determined by differentially corrected
 EJ1096.hand held GPS observations or other comparable positioning techniques
 EJ1096.and have an estimated accuracy of +/- 3 meters.
 EJ1096
 EJ1096.The orthometric height was determined by differential leveling and
 EJ1096.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1096.in June 1991.
 EJ1096
 EJ1096.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1096.GEOID18 height accuracy estimate available here.
 EJ1096
 EJ1096.Click photographs - Photos may exist for this station.
 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     -   616,113.2     305,175.0     MT  (+/- 3 meters HH1 GPS) 
 EJ1096
 EJ1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU9688929885(NAD 83)
 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
 EJ1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1096.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1096
 EJ1096_MARKER: DB = BENCH MARK DISK
 EJ1096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1096_STAMPING: L 103 1935
 EJ1096_MARK LOGO: CGS
 EJ1096_PROJECTION: PROJECTING 15 CENTIMETERS
 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 - November 25, 2018
 EJ1096
 EJ1096  HISTORY     - Date     Condition        Report By
 EJ1096  HISTORY     - 1935     MONUMENTED       CGS
 EJ1096  HISTORY     - 1944     GOOD             CGS
 EJ1096  HISTORY     - 20040310 GOOD             ARHD
 EJ1096  HISTORY     - 20140214 GOOD             ARHD
 EJ1096  HISTORY     - 20160712 GOOD             ARHD
 EJ1096  HISTORY     - 20181125 GOOD             ARHD
 EJ1096
 EJ1096                          STATION DESCRIPTION
 EJ1096
 EJ1096'DESCRIBED BY COAST AND 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 DEPARTMENT OF TRANSPORTATION 2004 (VJB)
 EJ1096'RECOVERED IN GOOD CONDITION.
 EJ1096
 EJ1096                          STATION RECOVERY (2014)
 EJ1096
 EJ1096'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (BAB)
 EJ1096'RECOVERED IN GOOD CONDITION.
 EJ1096
 EJ1096                          STATION RECOVERY (2016)
 EJ1096
 EJ1096'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (WDA)
 EJ1096'RECOVERED IN GOOD CONDITION.
 EJ1096
 EJ1096                          STATION RECOVERY (2018)
 EJ1096
 EJ1096'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (MAR)
 EJ1096'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0984 ***********************************************************************
 EJ0984  DESIGNATION -  L 104
 EJ0984  PID         -  EJ0984
 EJ0984  STATE/COUNTY-  AR/SALINE
 EJ0984  COUNTRY     -  US
 EJ0984  USGS QUAD   -  NIMROD SE (2017)
 EJ0984
 EJ0984                         *CURRENT SURVEY CONTROL
 EJ0984  ______________________________________________________________________
 EJ0984* NAD 83(1986) POSITION- 34 48 40.     (N) 093 01 17.     (W)   SCALED
 EJ0984* NAVD 88 ORTHO HEIGHT -   329.494 (meters)     1081.01  (feet) ADJUSTED
 EJ0984  ______________________________________________________________________
 EJ0984  GEOID HEIGHT    -        -28.026 (meters)                     GEOID18
 EJ0984  DYNAMIC HEIGHT  -        329.163 (meters)     1079.93  (feet) COMP
 EJ0984  MODELED GRAVITY -    979,620.0   (mgal)                       NAVD 88
 EJ0984
 EJ0984  VERT ORDER      -  SECOND    CLASS 0
 EJ0984
 EJ0984.The horizontal coordinates were scaled from a map and have
 EJ0984.an estimated accuracy of +/- 6 seconds.
 EJ0984
 EJ0984.The orthometric height was determined by differential leveling and
 EJ0984.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0984.in June 1991.
 EJ0984
 EJ0984.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0984.GEOID18 height accuracy estimate available here.
 EJ0984
 EJ0984.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU980520(NAD 83)
 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
 EJ0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0984.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0984
 EJ0984_MARKER: DB = BENCH MARK DISK
 EJ0984_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0984_STAMPING: L 104 1935
 EJ0984_MARK LOGO: CGS
 EJ0984_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0984
 EJ0984  HISTORY     - Date     Condition        Report By
 EJ0984  HISTORY     - 1935     MONUMENTED       CGS
 EJ0984  HISTORY     - 1960     POOR             CGS
 EJ0984  HISTORY     - 1968     MARK NOT FOUND   USGS
 EJ0984
 EJ0984                          STATION DESCRIPTION
 EJ0984
 EJ0984'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0994 ***********************************************************************
 EJ0994  DESIGNATION -  L 105
 EJ0994  PID         -  EJ0994
 EJ0994  STATE/COUNTY-  AR/GARLAND
 EJ0994  COUNTRY     -  US
 EJ0994  USGS QUAD   -  STEVE (2017)
 EJ0994
 EJ0994                         *CURRENT SURVEY CONTROL
 EJ0994  ______________________________________________________________________
 EJ0994* NAD 83(1986) POSITION- 34 45 28.     (N) 093 15 27.     (W)   SCALED
 EJ0994* NAVD 88 ORTHO HEIGHT -   289.076 (meters)      948.41  (feet) ADJUSTED
 EJ0994  ______________________________________________________________________
 EJ0994  GEOID HEIGHT    -        -28.404 (meters)                     GEOID18
 EJ0994  DYNAMIC HEIGHT  -        288.785 (meters)      947.46  (feet) COMP
 EJ0994  MODELED GRAVITY -    979,622.5   (mgal)                       NAVD 88
 EJ0994
 EJ0994  VERT ORDER      -  SECOND    CLASS 0
 EJ0994
 EJ0994.The horizontal coordinates were scaled from a map and have
 EJ0994.an estimated accuracy of +/- 6 seconds.
 EJ0994
 EJ0994.The orthometric height was determined by differential leveling and
 EJ0994.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0994.in June 1991.
 EJ0994
 EJ0994.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0994.GEOID18 height accuracy estimate available here.
 EJ0994
 EJ0994.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU764462(NAD 83)
 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
 EJ0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0994.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0994
 EJ0994_MARKER: DB = BENCH MARK DISK
 EJ0994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0994_STAMPING: L 105 1935
 EJ0994_MARK LOGO: CGS
 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             CGS
 EJ0994  HISTORY     - 1968     MARK NOT FOUND   USGS
 EJ0994
 EJ0994                          STATION DESCRIPTION
 EJ0994
 EJ0994'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EH2093 ***********************************************************************
 EH2093  DESIGNATION -  L 107
 EH2093  PID         -  EH2093
 EH2093  STATE/COUNTY-  AR/LONOKE
 EH2093  COUNTRY     -  US
 EH2093  USGS QUAD   -  LONOKE (2017)
 EH2093
 EH2093                         *CURRENT SURVEY CONTROL
 EH2093  ______________________________________________________________________
 EH2093* NAD 83(1986) POSITION- 34 47 05.     (N) 091 57 40.     (W)   SCALED
 EH2093* NAVD 88 ORTHO HEIGHT -    68.253 (meters)      223.93  (feet) ADJUSTED
 EH2093  ______________________________________________________________________
 EH2093  GEOID HEIGHT    -        -26.766 (meters)                     GEOID18
 EH2093  DYNAMIC HEIGHT  -         68.190 (meters)      223.72  (feet) COMP
 EH2093  MODELED GRAVITY -    979,706.2   (mgal)                       NAVD 88
 EH2093
 EH2093  VERT ORDER      -  FIRST     CLASS II
 EH2093
 EH2093.The horizontal coordinates were scaled from a map and have
 EH2093.an estimated accuracy of +/- 6 seconds.
 EH2093
 EH2093.The orthometric height was determined by differential leveling and
 EH2093.adjusted by the NATIONAL GEODETIC SURVEY
 EH2093.in June 1991.
 EH2093
 EH2093.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2093.GEOID18 height accuracy estimate available here.
 EH2093
 EH2093.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU950496(NAD 83)
 EH2093
 EH2093                          SUPERSEDED SURVEY CONTROL
 EH2093
 EH2093  NGVD 29 (11/26/84)   68.273  (m)          223.99   (f) ADJUSTED    1 2
 EH2093
 EH2093.Superseded values are not recommended for survey control.
 EH2093
 EH2093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2093.See file dsdata.pdf to determine how the superseded data were derived.
 EH2093
 EH2093_MARKER: DB = BENCH MARK DISK
 EH2093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2093_STAMPING: L 107 1954
 EH2093_MARK LOGO: CGS
 EH2093_PROJECTION: PROJECTING 15 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2031 ***********************************************************************
 EH2031  DESIGNATION -  L 108
 EH2031  PID         -  EH2031
 EH2031  STATE/COUNTY-  AR/LONOKE
 EH2031  COUNTRY     -  US
 EH2031  USGS QUAD   -  CARLISLE (2017)
 EH2031
 EH2031                         *CURRENT SURVEY CONTROL
 EH2031  ______________________________________________________________________
 EH2031* NAD 83(1986) POSITION- 34 48 14.2    (N) 091 42 49.0    (W)   HD_HELD2
 EH2031* NAVD 88 ORTHO HEIGHT -    73.003 (meters)      239.51  (feet) ADJUSTED
 EH2031  ______________________________________________________________________
 EH2031  GEOID HEIGHT    -        -26.930 (meters)                     GEOID18
 EH2031  DYNAMIC HEIGHT  -         72.934 (meters)      239.28  (feet) COMP
 EH2031  MODELED GRAVITY -    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 established by autonomous hand held GPS
 EH2031.observations and have an estimated accuracy of +/- 10 meters.
 EH2031
 EH2031.The orthometric height was determined by differential leveling and
 EH2031.adjusted by the NATIONAL GEODETIC SURVEY
 EH2031.in June 1991.
 EH2031
 EH2031.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2031.GEOID18 height accuracy estimate available here.
 EH2031
 EH2031.Click photographs - Photos may exist for this station.
 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     -   637,096.      426,206.      MT  (+/- 10 meters HH2 GPS)
 EH2031
 EH2031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU1766752055(NAD 83)
 EH2031
 EH2031                          SUPERSEDED SURVEY CONTROL
 EH2031
 EH2031  NGVD 29 (11/26/84)   73.013  (m)          239.54   (f) ADJUSTED    1 2
 EH2031
 EH2031.Superseded values are not recommended for survey control.
 EH2031
 EH2031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2031.See file dsdata.pdf to determine how the superseded data were derived.
 EH2031
 EH2031_MARKER: DB = BENCH MARK DISK
 EH2031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2031_STAMPING: L 108 1954
 EH2031_MARK LOGO: CGS
 EH2031_PROJECTION: PROJECTING 6 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1088 ***********************************************************************
 EH1088  DESIGNATION -  L 109
 EH1088  PID         -  EH1088
 EH1088  STATE/COUNTY-  AR/PRAIRIE
 EH1088  COUNTRY     -  US
 EH1088  USGS QUAD   -  DE VALLS BLUFF (2017)
 EH1088
 EH1088                         *CURRENT SURVEY CONTROL
 EH1088  ______________________________________________________________________
 EH1088* NAD 83(1986) POSITION- 34 46 58.     (N) 091 29 49.     (W)   SCALED
 EH1088* NAVD 88 ORTHO HEIGHT -    68.718 (meters)      225.45  (feet) ADJUSTED
 EH1088  ______________________________________________________________________
 EH1088  GEOID HEIGHT    -        -26.945 (meters)                     GEOID18
 EH1088  DYNAMIC HEIGHT  -         68.653 (meters)      225.24  (feet) COMP
 EH1088  MODELED GRAVITY -    979,695.7   (mgal)                       NAVD 88
 EH1088
 EH1088  VERT ORDER      -  FIRST     CLASS II
 EH1088
 EH1088.The horizontal coordinates were scaled from a map and have
 EH1088.an estimated accuracy of +/- 6 seconds.
 EH1088
 EH1088.The orthometric height was determined by differential leveling and
 EH1088.adjusted by the NATIONAL GEODETIC SURVEY
 EH1088.in June 1991.
 EH1088
 EH1088.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1088.GEOID18 height accuracy estimate available here.
 EH1088
 EH1088.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU375499(NAD 83)
 EH1088
 EH1088                          SUPERSEDED SURVEY CONTROL
 EH1088
 EH1088  NGVD 29 (11/26/84)   68.722  (m)          225.47   (f) ADJUSTED    1 2
 EH1088
 EH1088.Superseded values are not recommended for survey control.
 EH1088
 EH1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1088.See file dsdata.pdf to determine how the superseded data were derived.
 EH1088
 EH1088_MARKER: DB = BENCH MARK DISK
 EH1088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1088_STAMPING: L 109 1954
 EH1088_MARK LOGO: CGS
 EH1088_PROJECTION: PROJECTING 18 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 DL0004 ***********************************************************************
 DL0004  DESIGNATION -  L 11
 DL0004  PID         -  DL0004
 DL0004  STATE/COUNTY-  AR/CLEVELAND
 DL0004  COUNTRY     -  US
 DL0004  USGS QUAD   -  RISON (2017)
 DL0004
 DL0004                         *CURRENT SURVEY CONTROL
 DL0004  ______________________________________________________________________
 DL0004* NAD 83(1986) POSITION- 33 57 39.     (N) 092 11 30.     (W)   SCALED
 DL0004* NAVD 88 ORTHO HEIGHT -    71.966 (meters)      236.11  (feet) ADJUSTED
 DL0004  ______________________________________________________________________
 DL0004  GEOID HEIGHT    -        -25.840 (meters)                     GEOID18
 DL0004  DYNAMIC HEIGHT  -         71.895 (meters)      235.88  (feet) COMP
 DL0004  MODELED GRAVITY -    979,653.2   (mgal)                       NAVD 88
 DL0004
 DL0004  VERT ORDER      -  SECOND    CLASS I
 DL0004
 DL0004.The horizontal coordinates were scaled from a map and have
 DL0004.an estimated accuracy of +/- 6 seconds.
 DL0004
 DL0004.The orthometric height was determined by differential leveling and
 DL0004.adjusted by the NATIONAL GEODETIC SURVEY
 DL0004.in September 2023.
 DL0004
 DL0004.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0004.GEOID18 height accuracy estimate available here.
 DL0004
 DL0004.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT746581(NAD 83)
 DL0004
 DL0004                          SUPERSEDED SURVEY CONTROL
 DL0004
 DL0004  NAVD 88 (06/15/91)   71.966  (m)          236.11   (f) SUPERSEDED  2 0
 DL0004  NGVD 29 (??/??/92)   72.032  (m)          236.33   (f) ADJ UNCH    2 0
 DL0004
 DL0004.Superseded values are not recommended for survey control.
 DL0004
 DL0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0004.See file dsdata.pdf to determine how the superseded data were derived.
 DL0004
 DL0004_MARKER: DB = BENCH MARK DISK
 DL0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0004_STAMPING: 236.374 L 11 1932
 DL0004_MARK LOGO: CGS
 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'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 = MARCH 20, 2026 22:17:28 EDT
 FF1237 ***********************************************************************
 FF1237  DESIGNATION -  L 11 5
 FF1237  PID         -  FF1237
 FF1237  STATE/COUNTY-  AR/WOODRUFF
 FF1237  COUNTRY     -  US
 FF1237  USGS QUAD   -  MCCRORY (2017)
 FF1237
 FF1237                         *CURRENT SURVEY CONTROL
 FF1237  ______________________________________________________________________
 FF1237* NAD 83(1986) POSITION- 35 17 45.     (N) 091 14 17.     (W)   SCALED
 FF1237* NAVD 88 ORTHO HEIGHT -    60.108 (meters)      197.20  (feet) ADJUSTED
 FF1237  ______________________________________________________________________
 FF1237  GEOID HEIGHT    -        -27.394 (meters)                     GEOID18
 FF1237  DYNAMIC HEIGHT  -         60.054 (meters)      197.03  (feet) COMP
 FF1237  MODELED GRAVITY -    979,736.2   (mgal)                       NAVD 88
 FF1237
 FF1237  VERT ORDER      -  SECOND    CLASS 0
 FF1237
 FF1237.The horizontal coordinates were scaled from a map and have
 FF1237.an estimated accuracy of +/- 6 seconds.
 FF1237
 FF1237.The orthometric height was determined by differential leveling and
 FF1237.adjusted by the NATIONAL GEODETIC SURVEY
 FF1237.in June 1991.
 FF1237
 FF1237.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1237.GEOID18 height accuracy estimate available here.
 FF1237
 FF1237.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV602072(NAD 83)
 FF1237
 FF1237                          SUPERSEDED SURVEY CONTROL
 FF1237
 FF1237  NGVD 29 (11/26/84)   60.067  (m)          197.07   (f) ADJUSTED    2 0
 FF1237
 FF1237.Superseded values are not recommended for survey control.
 FF1237
 FF1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1237.See file dsdata.pdf to determine how the superseded data were derived.
 FF1237
 FF1237_MARKER: P = PIPE CAP
 FF1237_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF1237_STAMPING: BM L 11-5 1934
 FF1237_MARK LOGO: USACE
 FF1237_MAGNETIC: P = MARKER IS A STEEL PIPE
 FF1237_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1237
 FF1237  HISTORY     - Date     Condition        Report By
 FF1237  HISTORY     - 1934     MONUMENTED       USACE
 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 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 = MARCH 20, 2026 22:17:28 EDT
 FF1248 ***********************************************************************
 FF1248  DESIGNATION -  L 11 6
 FF1248  PID         -  FF1248
 FF1248  STATE/COUNTY-  AR/JACKSON
 FF1248  COUNTRY     -  US
 FF1248  USGS QUAD   -  TUPELO (2017)
 FF1248
 FF1248                         *CURRENT SURVEY CONTROL
 FF1248  ______________________________________________________________________
 FF1248* NAD 83(1986) POSITION- 35 29 23.     (N) 091 13 49.     (W)   SCALED
 FF1248* NAVD 88 ORTHO HEIGHT -    69.125 (meters)      226.79  (feet) ADJUSTED
 FF1248  ______________________________________________________________________
 FF1248  GEOID HEIGHT    -        -27.449 (meters)                     GEOID18
 FF1248  DYNAMIC HEIGHT  -         69.065 (meters)      226.59  (feet) COMP
 FF1248  MODELED GRAVITY -    979,762.4   (mgal)                       NAVD 88
 FF1248
 FF1248  VERT ORDER      -  SECOND    CLASS 0
 FF1248
 FF1248.The horizontal coordinates were scaled from a map and have
 FF1248.an estimated accuracy of +/- 6 seconds.
 FF1248
 FF1248.The orthometric height was determined by differential leveling and
 FF1248.adjusted by the NATIONAL GEODETIC SURVEY
 FF1248.in June 1991.
 FF1248
 FF1248.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1248.GEOID18 height accuracy estimate available here.
 FF1248
 FF1248.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV605287(NAD 83)
 FF1248
 FF1248                          SUPERSEDED SURVEY CONTROL
 FF1248
 FF1248  NGVD 29 (11/26/84)   69.071  (m)          226.61   (f) ADJUSTED    2 0
 FF1248
 FF1248.Superseded values are not recommended for survey control.
 FF1248
 FF1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1248.See file dsdata.pdf to determine how the superseded data were derived.
 FF1248
 FF1248_MARKER: DD = SURVEY DISK
 FF1248_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF1248_STAMPING: BM L 11-6 1934
 FF1248_MARK LOGO: USACE
 FF1248_MAGNETIC: P = MARKER IS A STEEL PIPE
 FF1248_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1248
 FF1248  HISTORY     - Date     Condition        Report By
 FF1248  HISTORY     - 1934     MONUMENTED       USACE
 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 MILES NORTH ALONG THE ABANDONED CHICAGO, ROCK ISLAND AND PACIFIC
 FF1248'RAILROAD FROM THE STATION AT WELDON, JACKSON COUNTY, 17 POLES NORTH OF
 FF1248'MILEPOST 42, 60 FEET NORTH OF A DIRT ROAD, 45 FEET EAST OF THE
 FF1248'CENTERLINE OF THE TRACK, 27 FEET NORTH OF A FENCE CORNER, AND 2 FEET
 FF1248'WEST OF THE FENCE.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK
 FF1248'STAMPED BM L 11-6 1934 AND SET IN THE TOP OF A 4-INCH PIPE FILLED WITH
 FF1248'CONCRETE AND 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 = MARCH 20, 2026 22:17:28 EDT
 FF1187 ***********************************************************************
 FF1187  DESIGNATION -  L 11 7
 FF1187  PID         -  FF1187
 FF1187  STATE/COUNTY-  AR/CROSS
 FF1187  COUNTRY     -  US
 FF1187  USGS QUAD   -  TILTON (2017)
 FF1187
 FF1187                         *CURRENT SURVEY CONTROL
 FF1187  ______________________________________________________________________
 FF1187* NAD 83(1986) POSITION- 35 19 21.     (N) 091 00 50.     (W)   SCALED
 FF1187* NAVD 88 ORTHO HEIGHT -    68.519 (meters)      224.80  (feet) ADJUSTED
 FF1187  ______________________________________________________________________
 FF1187  GEOID HEIGHT    -        -27.321 (meters)                     GEOID18
 FF1187  DYNAMIC HEIGHT  -         68.458 (meters)      224.60  (feet) COMP
 FF1187  MODELED GRAVITY -    979,743.2   (mgal)                       NAVD 88
 FF1187
 FF1187  VERT ORDER      -  FIRST     CLASS II
 FF1187
 FF1187.The horizontal coordinates were scaled from a map and have
 FF1187.an estimated accuracy of +/- 6 seconds.
 FF1187
 FF1187.The orthometric height was determined by differential leveling and
 FF1187.adjusted by the NATIONAL GEODETIC SURVEY
 FF1187.in June 1991.
 FF1187
 FF1187.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1187.GEOID18 height accuracy estimate available here.
 FF1187
 FF1187.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV805106(NAD 83)
 FF1187
 FF1187                          SUPERSEDED SURVEY CONTROL
 FF1187
 FF1187  NGVD 29 (11/26/84)   68.477  (m)          224.66   (f) ADJUSTED    1 2
 FF1187
 FF1187.Superseded values are not recommended for survey control.
 FF1187
 FF1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1187.See file dsdata.pdf to determine how the superseded data were derived.
 FF1187
 FF1187_MARKER: DD = SURVEY DISK
 FF1187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1187_STAMPING: L-11-7
 FF1187_MARK LOGO: USACE
 FF1187_PROJECTION: PROJECTING 20 CENTIMETERS
 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       USACE
 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
 FF1187'5.55 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 = MARCH 20, 2026 22:17:28 EDT
 EH1617 ***********************************************************************
 EH1617  DESIGNATION -  L 112 RESET
 EH1617  PID         -  EH1617
 EH1617  STATE/COUNTY-  AR/JEFFERSON
 EH1617  COUNTRY     -  US
 EH1617  USGS QUAD   -  REYDELL (2017)
 EH1617
 EH1617                         *CURRENT SURVEY CONTROL
 EH1617  ______________________________________________________________________
 EH1617* NAD 83(1986) POSITION- 34 11 26.     (N) 091 32 22.     (W)   SCALED
 EH1617* NAVD 88 ORTHO HEIGHT -    54.70  (meters)      179.5   (feet) RESET
 EH1617  ______________________________________________________________________
 EH1617  GEOID HEIGHT    -        -26.146 (meters)                     GEOID18
 EH1617  VERT ORDER      -  THIRD
 EH1617
 EH1617.The horizontal coordinates were scaled from a map and have
 EH1617.an estimated accuracy of +/- 6 seconds.
 EH1617
 EH1617.The orthometric height was computed from unverified reset data.
 EH1617
 EH1617.No vertical observational check was made to the station.
 EH1617
 EH1617.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1617.GEOID18 height accuracy estimate available here.
 EH1617
 EH1617.Click photographs - Photos may exist for this station.
 EH1617
 EH1617;                    North         East    Units  Estimated Accuracy
 EH1617;SPC AR S     -   569,110.      442,450.      MT  (+/- 180 meters Scaled)
 EH1617
 EH1617_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT345842(NAD 83)
 EH1617
 EH1617                          SUPERSEDED SURVEY CONTROL
 EH1617
 EH1617  NGVD 29 (??/??/??)   54.79   (m)          179.8    (f) RESET       3  
 EH1617
 EH1617.Superseded values are not recommended for survey control.
 EH1617
 EH1617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1617.See file dsdata.pdf to determine how the superseded data were derived.
 EH1617
 EH1617_MARKER: DB = BENCH MARK DISK
 EH1617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1617_STAMPING: L 112 RESET 1958
 EH1617_MARK LOGO: CGS
 EH1617_PROJECTION: PROJECTING 5 CENTIMETERS
 EH1617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1617+STABILITY: SURFACE MOTION
 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'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 = MARCH 20, 2026 22:17:28 EDT
 EH2065 ***********************************************************************
 EH2065  DESIGNATION -  L 113
 EH2065  PID         -  EH2065
 EH2065  STATE/COUNTY-  AR/ARKANSAS
 EH2065  COUNTRY     -  US
 EH2065  USGS QUAD   -  STUTTGART NORTH (2017)
 EH2065
 EH2065                         *CURRENT SURVEY CONTROL
 EH2065  ______________________________________________________________________
 EH2065* NAD 83(1986) POSITION- 34 31 21.     (N) 091 31 35.     (W)   SCALED
 EH2065* NAVD 88 ORTHO HEIGHT -    64.822 (meters)      212.67  (feet) ADJUSTED
 EH2065  ______________________________________________________________________
 EH2065  GEOID HEIGHT    -        -26.620 (meters)                     GEOID18
 EH2065  DYNAMIC HEIGHT  -         64.760 (meters)      212.47  (feet) COMP
 EH2065  MODELED GRAVITY -    979,679.8   (mgal)                       NAVD 88
 EH2065
 EH2065  VERT ORDER      -  FIRST     CLASS II
 EH2065
 EH2065.The horizontal coordinates were scaled from a map and have
 EH2065.an estimated accuracy of +/- 6 seconds.
 EH2065
 EH2065.The orthometric height was determined by differential leveling and
 EH2065.adjusted by the NATIONAL GEODETIC SURVEY
 EH2065.in June 1991.
 EH2065
 EH2065.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2065.GEOID18 height accuracy estimate available here.
 EH2065
 EH2065.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU352210(NAD 83)
 EH2065
 EH2065                          SUPERSEDED SURVEY CONTROL
 EH2065
 EH2065  NGVD 29 (11/26/84)   64.850  (m)          212.76   (f) ADJUSTED    1 2
 EH2065
 EH2065.Superseded values are not recommended for survey control.
 EH2065
 EH2065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2065.See file dsdata.pdf to determine how the superseded data were derived.
 EH2065
 EH2065_MARKER: DB = BENCH MARK DISK
 EH2065_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EH2065_SP_SET: CULVERT HEADWALL
 EH2065_STAMPING: L 113 1954
 EH2065_MARK LOGO: CGS
 EH2065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2065+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2377 ***********************************************************************
 EH2377  DESIGNATION -  L 114
 EH2377  PID         -  EH2377
 EH2377  STATE/COUNTY-  AR/PRAIRIE
 EH2377  COUNTRY     -  US
 EH2377  USGS QUAD   -  SLOVAK (2017)
 EH2377
 EH2377                         *CURRENT SURVEY CONTROL
 EH2377  ______________________________________________________________________
 EH2377* NAD 83(1986) POSITION- 34 43 43.     (N) 091 35 24.     (W)   SCALED
 EH2377* NAVD 88 ORTHO HEIGHT -    65.038 (meters)      213.38  (feet) ADJUSTED
 EH2377  ______________________________________________________________________
 EH2377  GEOID HEIGHT    -        -26.868 (meters)                     GEOID18
 EH2377  DYNAMIC HEIGHT  -         64.977 (meters)      213.18  (feet) COMP
 EH2377  MODELED GRAVITY -    979,690.3   (mgal)                       NAVD 88
 EH2377
 EH2377  VERT ORDER      -  FIRST     CLASS II
 EH2377
 EH2377.The horizontal coordinates were scaled from a map and have
 EH2377.an estimated accuracy of +/- 6 seconds.
 EH2377
 EH2377.The orthometric height was determined by differential leveling and
 EH2377.adjusted by the NATIONAL GEODETIC SURVEY
 EH2377.in June 1991.
 EH2377
 EH2377.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2377.GEOID18 height accuracy estimate available here.
 EH2377
 EH2377.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU290438(NAD 83)
 EH2377
 EH2377                          SUPERSEDED SURVEY CONTROL
 EH2377
 EH2377  NGVD 29 (11/26/84)   65.056  (m)          213.44   (f) ADJUSTED    1 2
 EH2377
 EH2377.Superseded values are not recommended for survey control.
 EH2377
 EH2377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2377.See file dsdata.pdf to determine how the superseded data were derived.
 EH2377
 EH2377_MARKER: DB = BENCH MARK DISK
 EH2377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2377_STAMPING: L 114 1954
 EH2377_MARK LOGO: CGS
 EH2377_PROJECTION: PROJECTING 12 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1396 ***********************************************************************
 EH1396  DESIGNATION -  L 115
 EH1396  PID         -  EH1396
 EH1396  STATE/COUNTY-  AR/ARKANSAS
 EH1396  COUNTRY     -  US
 EH1396  USGS QUAD   -  ALMYRA (2017)
 EH1396
 EH1396                         *CURRENT SURVEY CONTROL
 EH1396  ______________________________________________________________________
 EH1396* NAD 83(1986) POSITION- 34 23 14.     (N) 091 22 45.     (W)   SCALED
 EH1396* NAVD 88 ORTHO HEIGHT -    57.579 (meters)      188.91  (feet) ADJUSTED
 EH1396  ______________________________________________________________________
 EH1396  GEOID HEIGHT    -        -26.522 (meters)                     GEOID18
 EH1396  DYNAMIC HEIGHT  -         57.523 (meters)      188.72  (feet) COMP
 EH1396  MODELED GRAVITY -    979,671.7   (mgal)                       NAVD 88
 EH1396
 EH1396  VERT ORDER      -  FIRST     CLASS II
 EH1396
 EH1396.The horizontal coordinates were scaled from a map and have
 EH1396.an estimated accuracy of +/- 6 seconds.
 EH1396
 EH1396.The orthometric height was determined by differential leveling and
 EH1396.adjusted by the NATIONAL GEODETIC SURVEY
 EH1396.in August 1993.
 EH1396
 EH1396.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1396.GEOID18 height accuracy estimate available here.
 EH1396
 EH1396.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU490062(NAD 83)
 EH1396
 EH1396                          SUPERSEDED SURVEY CONTROL
 EH1396
 EH1396  NAVD 88 (06/15/91)   57.638  (m)          189.10   (f) SUPERSEDED  1 2
 EH1396  NGVD 29 (11/26/84)   57.645  (m)          189.12   (f) ADJUSTED    1 2
 EH1396
 EH1396.Superseded values are not recommended for survey control.
 EH1396
 EH1396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1396.See file dsdata.pdf to determine how the superseded data were derived.
 EH1396
 EH1396_MARKER: DB = BENCH MARK DISK
 EH1396_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH1396_SP_SET: ABUTMENT
 EH1396_STAMPING: L 115 1954
 EH1396_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1397 ***********************************************************************
 EH1397  DESIGNATION -  L 115 RESET
 EH1397  PID         -  EH1397
 EH1397  STATE/COUNTY-  AR/ARKANSAS
 EH1397  COUNTRY     -  US
 EH1397  USGS QUAD   -  ALMYRA (2017)
 EH1397
 EH1397                         *CURRENT SURVEY CONTROL
 EH1397  ______________________________________________________________________
 EH1397* NAD 83(1986) POSITION- 34 23 14.     (N) 091 22 45.     (W)   SCALED
 EH1397* NAVD 88 ORTHO HEIGHT -    58.04  (+/-2cm)      190.4   (feet) VERTCON3
 EH1397  ______________________________________________________________________
 EH1397  GEOID HEIGHT    -        -26.522 (meters)                     GEOID18
 EH1397  VERT ORDER      -  ? (See Below)
 EH1397
 EH1397.The horizontal coordinates were scaled from a 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
 EH1397.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1397.GEOID18 height accuracy estimate available here.
 EH1397
 EH1397.The vertical order pertains to the NGVD 29 superseded value.
 EH1397
 EH1397.Click photographs - Photos may exist for this station.
 EH1397
 EH1397;                    North         East    Units  Estimated Accuracy
 EH1397;SPC AR S     -   591,010.      457,090.      MT  (+/- 180 meters Scaled)
 EH1397
 EH1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU490062(NAD 83)
 EH1397
 EH1397                          SUPERSEDED SURVEY CONTROL
 EH1397
 EH1397  NGVD 29 (11/26/84)   58.103  (m)          190.63   (f) ADJUSTED       
 EH1397
 EH1397.Superseded values are not recommended for survey control.
 EH1397
 EH1397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1397.See file dsdata.pdf to determine how the superseded data were derived.
 EH1397
 EH1397_MARKER: DB = BENCH MARK DISK
 EH1397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1397_STAMPING: L 115 RESET 1960
 EH1397_MARK LOGO: CGS
 EH1397_PROJECTION: PROJECTING 15 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1437 ***********************************************************************
 EH1437  DESIGNATION -  L 116
 EH1437  PID         -  EH1437
 EH1437  STATE/COUNTY-  AR/ARKANSAS
 EH1437  COUNTRY     -  US
 EH1437  USGS QUAD   -  ALMYRA (2017)
 EH1437
 EH1437                         *CURRENT SURVEY CONTROL
 EH1437  ______________________________________________________________________
 EH1437* NAD 83(1986) POSITION- 34 28 40.     (N) 091 29 16.     (W)   SCALED
 EH1437* NAVD 88 ORTHO HEIGHT -    64.897 (meters)      212.92  (feet) ADJUSTED
 EH1437  ______________________________________________________________________
 EH1437  GEOID HEIGHT    -        -26.577 (meters)                     GEOID18
 EH1437  DYNAMIC HEIGHT  -         64.835 (meters)      212.71  (feet) COMP
 EH1437  MODELED GRAVITY -    979,678.5   (mgal)                       NAVD 88
 EH1437
 EH1437  VERT ORDER      -  FIRST     CLASS II
 EH1437
 EH1437.The horizontal coordinates were scaled from a map and have
 EH1437.an estimated accuracy of +/- 6 seconds.
 EH1437
 EH1437.The orthometric height was determined by differential leveling and
 EH1437.adjusted by the NATIONAL GEODETIC SURVEY
 EH1437.in August 1993.
 EH1437
 EH1437.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1437.GEOID18 height accuracy estimate available here.
 EH1437
 EH1437.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU388161(NAD 83)
 EH1437
 EH1437                          SUPERSEDED SURVEY CONTROL
 EH1437
 EH1437  NAVD 88 (06/15/91)   64.937  (m)          213.05   (f) SUPERSEDED  1 2
 EH1437  NGVD 29 (11/26/84)   64.941  (m)          213.06   (f) ADJUSTED    1 2
 EH1437
 EH1437.Superseded values are not recommended for survey control.
 EH1437
 EH1437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1437.See file dsdata.pdf to determine how the superseded data were derived.
 EH1437
 EH1437_MARKER: DB = BENCH MARK DISK
 EH1437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1437_STAMPING: L 116 1935
 EH1437_MARK LOGO: CGS
 EH1437_PROJECTION: PROJECTING 12 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0126 ***********************************************************************
 EJ0126  DESIGNATION -  L 117
 EJ0126  PID         -  EJ0126
 EJ0126  STATE/COUNTY-  AR/PULASKI
 EJ0126  COUNTRY     -  US
 EJ0126  USGS QUAD   -  SWEET HOME (2017)
 EJ0126
 EJ0126                         *CURRENT SURVEY CONTROL
 EJ0126  ______________________________________________________________________
 EJ0126* NAD 83(1986) POSITION- 34 43 50.     (N) 092 14 44.     (W)   SCALED
 EJ0126* NAVD 88 ORTHO HEIGHT -    77.852 (meters)      255.42  (feet) ADJUSTED
 EJ0126  ______________________________________________________________________
 EJ0126  GEOID HEIGHT    -        -26.619 (meters)                     GEOID18
 EJ0126  DYNAMIC HEIGHT  -         77.780 (meters)      255.18  (feet) COMP
 EJ0126  MODELED GRAVITY -    979,707.0   (mgal)                       NAVD 88
 EJ0126
 EJ0126  VERT ORDER      -  FIRST     CLASS II
 EJ0126
 EJ0126.The horizontal coordinates were scaled from a map and have
 EJ0126.an estimated accuracy of +/- 6 seconds.
 EJ0126
 EJ0126.The orthometric height was determined by differential leveling and
 EJ0126.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0126.in June 1991.
 EJ0126
 EJ0126.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0126.GEOID18 height accuracy estimate available here.
 EJ0126
 EJ0126.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU690434(NAD 83)
 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
 EJ0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0126.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0126
 EJ0126_MARKER: DB = BENCH MARK DISK
 EJ0126_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EJ0126_SP_SET: CULVERT HEADWALL
 EJ0126_STAMPING: L 117 1955
 EJ0126_MARK LOGO: CGS
 EJ0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0126+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0065 ***********************************************************************
 EJ0065  DESIGNATION -  L 118
 EJ0065  PID         -  EJ0065
 EJ0065  STATE/COUNTY-  AR/PULASKI
 EJ0065  COUNTRY     -  US
 EJ0065  USGS QUAD   -  NORTH LITTLE ROCK (2017)
 EJ0065
 EJ0065                         *CURRENT SURVEY CONTROL
 EJ0065  ______________________________________________________________________
 EJ0065* NAD 83(1986) POSITION- 34 45 13.     (N) 092 15 32.     (W)   SCALED
 EJ0065* NAVD 88 ORTHO HEIGHT -    81.882 (meters)      268.64  (feet) ADJUSTED
 EJ0065  ______________________________________________________________________
 EJ0065  GEOID HEIGHT    -        -26.665 (meters)                     GEOID18
 EJ0065  DYNAMIC HEIGHT  -         81.806 (meters)      268.39  (feet) COMP
 EJ0065  MODELED GRAVITY -    979,712.0   (mgal)                       NAVD 88
 EJ0065
 EJ0065  VERT ORDER      -  FIRST     CLASS II
 EJ0065
 EJ0065.The horizontal coordinates were scaled from a map and have
 EJ0065.an estimated accuracy of +/- 6 seconds.
 EJ0065
 EJ0065.The orthometric height was determined by differential leveling and
 EJ0065.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0065.in June 1991.
 EJ0065
 EJ0065.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0065.GEOID18 height accuracy estimate available here.
 EJ0065
 EJ0065.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU678459(NAD 83)
 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
 EJ0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0065.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0065
 EJ0065_MARKER: DB = BENCH MARK DISK
 EJ0065_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EJ0065_SP_SET: ABUTMENT
 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             CGS
 EJ0065  HISTORY     - 1984     GOOD             NGS
 EJ0065  HISTORY     - 1989     GOOD             USPSQD
 EJ0065  HISTORY     - 1990     GOOD             USPSQD
 EJ0065  HISTORY     - 20140720 MARK NOT FOUND   GEOCAC
 EJ0065
 EJ0065                          STATION DESCRIPTION
 EJ0065
 EJ0065'DESCRIBED BY COAST AND 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.
 EJ0065
 EJ0065                          STATION RECOVERY (2014)
 EJ0065
 EJ0065'RECOVERY NOTE BY GEOCACHING 2014 (RCF)
 EJ0065'THE APPROACH SPANS TO THE CRIANDP RAILROAD BRIDGE, AND THE WASHINGTON
 EJ0065'AVE OVERPASS, HAVE BEEN REMOVED.  THE MARK IS PRESUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0598 ***********************************************************************
 DL0598  DESIGNATION -  L 119
 DL0598  PID         -  DL0598
 DL0598  STATE/COUNTY-  AR/COLUMBIA
 DL0598  COUNTRY     -  US
 DL0598  USGS QUAD   -  BUSSEY (2017)
 DL0598
 DL0598                         *CURRENT SURVEY CONTROL
 DL0598  ______________________________________________________________________
 DL0598* NAD 83(1986) POSITION- 33 09 23.     (N) 093 27 36.     (W)   SCALED
 DL0598* NAVD 88 ORTHO HEIGHT -    79.743 (meters)      261.62  (feet) ADJUSTED
 DL0598  ______________________________________________________________________
 DL0598  GEOID HEIGHT    -        -26.439 (meters)                     GEOID18
 DL0598  DYNAMIC HEIGHT  -         79.657 (meters)      261.34  (feet) COMP
 DL0598  MODELED GRAVITY -    979,556.1   (mgal)                       NAVD 88
 DL0598
 DL0598  VERT ORDER      -  SECOND    CLASS 0
 DL0598
 DL0598.The horizontal coordinates were scaled from a map and have
 DL0598.an estimated accuracy of +/- 6 seconds.
 DL0598
 DL0598.The orthometric height was determined by differential leveling and
 DL0598.adjusted by the NATIONAL GEODETIC SURVEY
 DL0598.in June 1991.
 DL0598
 DL0598.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0598.GEOID18 height accuracy estimate available here.
 DL0598
 DL0598.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS571687(NAD 83)
 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
 DL0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0598.See file dsdata.pdf to determine how the superseded data were derived.
 DL0598
 DL0598_MARKER: DB = BENCH MARK DISK
 DL0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0598_STAMPING: L 119 1934
 DL0598_MARK LOGO: CGS
 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             CGS
 DL0598
 DL0598                          STATION DESCRIPTION
 DL0598
 DL0598'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FF1226 ***********************************************************************
 FF1226  DESIGNATION -  L 12 1
 FF1226  PID         -  FF1226
 FF1226  STATE/COUNTY-  AR/WOODRUFF
 FF1226  COUNTRY     -  US
 FF1226  USGS QUAD   -  HUNTER WEST (2017)
 FF1226
 FF1226                         *CURRENT SURVEY CONTROL
 FF1226  ______________________________________________________________________
 FF1226* NAD 83(1986) POSITION- 35 03 50.     (N) 091 14 52.     (W)   SCALED
 FF1226* NAVD 88 ORTHO HEIGHT -    60.80  (+/-2cm)      199.5   (feet) VERTCON3
 FF1226  ______________________________________________________________________
 FF1226  GEOID HEIGHT    -        -27.127 (meters)                     GEOID18
 FF1226  VERT ORDER      -  ? (See Below)
 FF1226
 FF1226.The horizontal coordinates were scaled from a 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
 FF1226.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1226.GEOID18 height accuracy estimate available here.
 FF1226
 FF1226.The vertical order pertains to the NGVD 29 superseded value.
 FF1226
 FF1226.Click photographs - Photos may exist for this station.
 FF1226
 FF1226;                    North         East    Units  Estimated Accuracy
 FF1226;SPC AR N     -    81,310.      468,610.      MT  (+/- 180 meters Scaled)
 FF1226
 FF1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU597815(NAD 83)
 FF1226
 FF1226                          SUPERSEDED SURVEY CONTROL
 FF1226
 FF1226  NGVD 29 (11/26/84)   60.777  (m)          199.40   (f) ADJUSTED       
 FF1226
 FF1226.Superseded values are not recommended for survey control.
 FF1226
 FF1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1226.See file dsdata.pdf to determine how the superseded data were derived.
 FF1226
 FF1226_MARKER: P = PIPE CAP
 FF1226_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF1226_STAMPING: L-12-1 1934
 FF1226_MARK LOGO: USACE
 FF1226_MAGNETIC: P = MARKER IS A STEEL PIPE
 FF1226_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1226
 FF1226  HISTORY     - Date     Condition        Report By
 FF1226  HISTORY     - 1934     MONUMENTED       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1231 ***********************************************************************
 FF1231  DESIGNATION -  L 12 11
 FF1231  PID         -  FF1231
 FF1231  STATE/COUNTY-  AR/WOODRUFF
 FF1231  COUNTRY     -  US
 FF1231  USGS QUAD   -  GRAYS (2017)
 FF1231
 FF1231                         *CURRENT SURVEY CONTROL
 FF1231  ______________________________________________________________________
 FF1231* NAD 83(1986) POSITION- 35 08 49.     (N) 091 14 27.     (W)   SCALED
 FF1231* NAVD 88 ORTHO HEIGHT -    67.52  (+/-2cm)      221.5   (feet) VERTCON3
 FF1231  ______________________________________________________________________
 FF1231  GEOID HEIGHT    -        -27.248 (meters)                     GEOID18
 FF1231  VERT ORDER      -  ? (See Below)
 FF1231
 FF1231.The horizontal coordinates were scaled from a 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
 FF1231.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1231.GEOID18 height accuracy estimate available here.
 FF1231
 FF1231.The vertical order pertains to the NGVD 29 superseded value.
 FF1231
 FF1231.Click photographs - Photos may exist for this station.
 FF1231
 FF1231;                    North         East    Units  Estimated Accuracy
 FF1231;SPC AR N     -    90,530.      469,180.      MT  (+/- 180 meters Scaled)
 FF1231
 FF1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU602907(NAD 83)
 FF1231
 FF1231                          SUPERSEDED SURVEY CONTROL
 FF1231
 FF1231  NGVD 29 (11/26/84)   67.485  (m)          221.41   (f) ADJUSTED       
 FF1231
 FF1231.Superseded values are not recommended for survey control.
 FF1231
 FF1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1231.See file dsdata.pdf to determine how the superseded data were derived.
 FF1231
 FF1231_MARKER: P = PIPE CAP
 FF1231_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF1231_STAMPING: L 12-11 1934
 FF1231_MARK LOGO: USACE
 FF1231_MAGNETIC: P = MARKER IS A STEEL PIPE
 FF1231_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1231
 FF1231  HISTORY     - Date     Condition        Report By
 FF1231  HISTORY     - 1934     MONUMENTED       USACE
 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, 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 = MARCH 20, 2026 22:17:28 EDT
 FF1235 ***********************************************************************
 FF1235  DESIGNATION -  L 12 12
 FF1235  PID         -  FF1235
 FF1235  STATE/COUNTY-  AR/WOODRUFF
 FF1235  COUNTRY     -  US
 FF1235  USGS QUAD   -  GRAYS (2017)
 FF1235
 FF1235                         *CURRENT SURVEY CONTROL
 FF1235  ______________________________________________________________________
 FF1235* NAD 83(1986) POSITION- 35 13 29.     (N) 091 14 04.     (W)   SCALED
 FF1235* NAVD 88 ORTHO HEIGHT -    60.47  (+/-2cm)      198.4   (feet) VERTCON3
 FF1235  ______________________________________________________________________
 FF1235  GEOID HEIGHT    -        -27.338 (meters)                     GEOID18
 FF1235  VERT ORDER      -  ? (See Below)
 FF1235
 FF1235.The horizontal coordinates were scaled from a 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
 FF1235.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1235.GEOID18 height accuracy estimate available here.
 FF1235
 FF1235.The vertical order pertains to the NGVD 29 superseded value.
 FF1235
 FF1235.Click photographs - Photos may exist for this station.
 FF1235
 FF1235;                    North         East    Units  Estimated Accuracy
 FF1235;SPC AR N     -    99,160.      469,690.      MT  (+/- 180 meters Scaled)
 FF1235
 FF1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU606993(NAD 83)
 FF1235
 FF1235                          SUPERSEDED SURVEY CONTROL
 FF1235
 FF1235  NGVD 29 (11/26/84)   60.434  (m)          198.27   (f) ADJUSTED       
 FF1235
 FF1235.Superseded values are not recommended for survey control.
 FF1235
 FF1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1235.See file dsdata.pdf to determine how the superseded data were derived.
 FF1235
 FF1235_MARKER: DD = SURVEY DISK
 FF1235_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF1235_STAMPING: L-12-12 1934
 FF1235_MARK LOGO: USACE
 FF1235_MAGNETIC: P = MARKER IS A STEEL PIPE
 FF1235_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1235
 FF1235  HISTORY     - Date     Condition        Report By
 FF1235  HISTORY     - 1934     MONUMENTED       USACE
 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, 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 = MARCH 20, 2026 22:17:28 EDT
 FF1229 ***********************************************************************
 FF1229  DESIGNATION -  L 12 2
 FF1229  PID         -  FF1229
 FF1229  STATE/COUNTY-  AR/WOODRUFF
 FF1229  COUNTRY     -  US
 FF1229  USGS QUAD   -  HUNTER WEST (2017)
 FF1229
 FF1229                         *CURRENT SURVEY CONTROL
 FF1229  ______________________________________________________________________
 FF1229* NAD 83(1986) POSITION- 35 07 05.     (N) 091 14 41.     (W)   SCALED
 FF1229* NAVD 88 ORTHO HEIGHT -    65.61  (+/-2cm)      215.3   (feet) VERTCON3
 FF1229  ______________________________________________________________________
 FF1229  GEOID HEIGHT    -        -27.209 (meters)                     GEOID18
 FF1229  VERT ORDER      -  ? (See Below)
 FF1229
 FF1229.The horizontal coordinates were scaled from a 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
 FF1229.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1229.GEOID18 height accuracy estimate available here.
 FF1229
 FF1229.The vertical order pertains to the NGVD 29 superseded value.
 FF1229
 FF1229.Click photographs - Photos may exist for this station.
 FF1229
 FF1229;                    North         East    Units  Estimated Accuracy
 FF1229;SPC AR N     -    87,320.      468,850.      MT  (+/- 180 meters Scaled)
 FF1229
 FF1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU599875(NAD 83)
 FF1229
 FF1229                          SUPERSEDED SURVEY CONTROL
 FF1229
 FF1229  NGVD 29 (11/26/84)   65.577  (m)          215.15   (f) ADJUSTED       
 FF1229
 FF1229.Superseded values are not recommended for survey control.
 FF1229
 FF1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1229.See file dsdata.pdf to determine how the superseded data were derived.
 FF1229
 FF1229_MARKER: P = PIPE CAP
 FF1229_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF1229_STAMPING: L 12-2 1934
 FF1229_MARK LOGO: USACE
 FF1229_MAGNETIC: P = MARKER IS A STEEL PIPE
 FF1229_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1229
 FF1229  HISTORY     - Date     Condition        Report By
 FF1229  HISTORY     - 1934     MONUMENTED       USACE
 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 MILE NORTH ALONG THE ABANDONED CHICAGO, ROCK ISLAND AND PACIFIC
 FF1229'RAILROAD FROM THE STATION AT HOWELL, WOODRUFF COUNTY, 35 FEET
 FF1229'NORTHWEST OF POLE 16/25, AND 30 FEET WEST OF THE CENTERLINE OF THE
 FF1229'TRACK.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP, STAMPED L 12-2
 FF1229'AND FASTENED ON THE TOP OF AN IRON PIPE SET IN CONCRETE.  NOTE-AREA IS
 FF1229'IN PLOWED FIELD AND ALL 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 = MARCH 20, 2026 22:17:28 EDT
 FF1820 ***********************************************************************
 FF1820  DESIGNATION -  L 12 3
 FF1820  PID         -  FF1820
 FF1820  STATE/COUNTY-  AR/WOODRUFF
 FF1820  COUNTRY     -  US
 FF1820  USGS QUAD   -  GRAYS (2017)
 FF1820
 FF1820                         *CURRENT SURVEY CONTROL
 FF1820  ______________________________________________________________________
 FF1820* NAD 83(1997) POSITION- 35 10 51.91724(N) 091 14 11.97804(W)   NO CHECK
 FF1820* NAVD 88 ORTHO HEIGHT -    68.57  (+/-2cm)      225.0   (feet) VERTCON3
 FF1820  ______________________________________________________________________
 FF1820  GEOID HEIGHT    -        -27.290 (meters)                     GEOID18
 FF1820  LAPLACE CORR    -          1.01  (seconds)                    DEFLEC18
 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
 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
 FF1820.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1820.GEOID18 height accuracy estimate available here.
 FF1820
 FF1820.The vertical order pertains to the NGVD 29 superseded value.
 FF1820
 FF1820.Click photographs - Photos may exist for this station.
 FF1820
 FF1820.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1820
 FF1820. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999352  x   0.99996054  =   0.99995406
 FF1820!UTM  15      -   0.99999352  x   0.99991772  =   0.99991124
 FF1820
 FF1820_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU6056094549(NAD 83)
 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              68.54   (m)          224.9    (f) LEVELING    3  
 FF1820
 FF1820.Superseded values are not recommended for survey control.
 FF1820
 FF1820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1820.See file dsdata.pdf to determine how the superseded data were derived.
 FF1820
 FF1820_MARKER: DD = SURVEY DISK
 FF1820_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF1820_STAMPING: L-12-3 1934
 FF1820_MARK LOGO: USACE
 FF1820_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1820
 FF1820  HISTORY     - Date     Condition        Report By
 FF1820  HISTORY     - 1954     MONUMENTED       USACE
 FF1820  HISTORY     - 1974     GOOD             NGS
 FF1820  HISTORY     - 20030529 MARK NOT FOUND   USACE
 FF1820
 FF1820                          STATION DESCRIPTION
 FF1820
 FF1820'DESCRIBED BY US ARMY CORPS OF 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 = MARCH 20, 2026 22:17:28 EDT
 FF1282 ***********************************************************************
 FF1282  DESIGNATION -  L 12 4
 FF1282  PID         -  FF1282
 FF1282  STATE/COUNTY-  AR/WOODRUFF
 FF1282  COUNTRY     -  US
 FF1282  USGS QUAD   -  HUNTER EAST (2017)
 FF1282
 FF1282                         *CURRENT SURVEY CONTROL
 FF1282  ______________________________________________________________________
 FF1282* NAD 83(1986) POSITION- 35 05 21.     (N) 091 06 22.     (W)   SCALED
 FF1282* NAVD 88 ORTHO HEIGHT -    64.457 (meters)      211.47  (feet) ADJUSTED
 FF1282  ______________________________________________________________________
 FF1282  GEOID HEIGHT    -        -27.076 (meters)                     GEOID18
 FF1282  DYNAMIC HEIGHT  -         64.399 (meters)      211.28  (feet) COMP
 FF1282  MODELED GRAVITY -    979,727.3   (mgal)                       NAVD 88
 FF1282
 FF1282  VERT ORDER      -  FIRST     CLASS II
 FF1282
 FF1282.The horizontal coordinates were scaled from a map and have
 FF1282.an estimated accuracy of +/- 6 seconds.
 FF1282
 FF1282.The orthometric height was determined by differential leveling and
 FF1282.adjusted by the NATIONAL GEODETIC SURVEY
 FF1282.in June 1991.
 FF1282
 FF1282.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1282.GEOID18 height accuracy estimate available here.
 FF1282
 FF1282.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU726845(NAD 83)
 FF1282
 FF1282                          SUPERSEDED SURVEY CONTROL
 FF1282
 FF1282  NGVD 29 (11/26/84)   64.436  (m)          211.40   (f) ADJUSTED    1 2
 FF1282
 FF1282.Superseded values are not recommended for survey control.
 FF1282
 FF1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1282.See file dsdata.pdf to determine how the superseded data were derived.
 FF1282
 FF1282_MARKER: DD = SURVEY DISK
 FF1282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1282_STAMPING: BM L-12-4 1934
 FF1282_MARK LOGO: USACE
 FF1282_PROJECTION: PROJECTING 5 CENTIMETERS
 FF1282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1282+STABILITY: SURFACE MOTION
 FF1282
 FF1282  HISTORY     - Date     Condition        Report By
 FF1282  HISTORY     - 1934     MONUMENTED       USACE
 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 MILES NORTHEAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM THE
 FF1282'STATION AT HUNTER, ABOUT 0.1 MILE SOUTHWEST OF MILE POLE 184, AT A
 FF1282'DIRT ROAD CROSSING, 48 FEET NORTHWEST OF NORTHWEST RAIL, 27 FEET
 FF1282'SOUTHEAST OF CENTERLINE OF STATE HIGHWAY 39, 26 FEET SOUTHWEST OF
 FF1282'CENTERLINE OF DIRT ROAD, 61 FEET WEST OF CENTER OF CROSSING, 34 FEET
 FF1282'WEST OF A CROSSING SIGN, 53 FEET SOUTH AND ACROSS HIGHWAY AND A DIRT
 FF1282'ROAD FROM A POWER POLE WITH A BRANCH LINE WEST AND A GUY WIRE WHICH
 FF1282'EXTENDS TO A GUY POLE ACROSS HIGHWAY, ABOUT 4 FEET BELOW LEVEL OF
 FF1282'TRACK, ABOUT 1 FOOT ABOVE LEVEL OF HIGHWAY AND SET IN THE TOP OF A
 FF1282'CONCRETE POST 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 = MARCH 20, 2026 22:17:28 EDT
 FF1270 ***********************************************************************
 FF1270  DESIGNATION -  L 12 8
 FF1270  PID         -  FF1270
 FF1270  STATE/COUNTY-  AR/WOODRUFF
 FF1270  COUNTRY     -  US
 FF1270  USGS QUAD   -  FAIR OAKS (2017)
 FF1270
 FF1270                         *CURRENT SURVEY CONTROL
 FF1270  ______________________________________________________________________
 FF1270* NAD 83(1986) POSITION- 35 11 33.     (N) 091 03 05.     (W)   SCALED
 FF1270* NAVD 88 ORTHO HEIGHT -    65.622 (meters)      215.29  (feet) ADJUSTED
 FF1270  ______________________________________________________________________
 FF1270  GEOID HEIGHT    -        -27.196 (meters)                     GEOID18
 FF1270  DYNAMIC HEIGHT  -         65.562 (meters)      215.10  (feet) COMP
 FF1270  MODELED GRAVITY -    979,733.9   (mgal)                       NAVD 88
 FF1270
 FF1270  VERT ORDER      -  FIRST     CLASS II
 FF1270
 FF1270.The horizontal coordinates were scaled from a map and have
 FF1270.an estimated accuracy of +/- 6 seconds.
 FF1270
 FF1270.The orthometric height was determined by differential leveling and
 FF1270.adjusted by the NATIONAL GEODETIC SURVEY
 FF1270.in June 1991.
 FF1270
 FF1270.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1270.GEOID18 height accuracy estimate available here.
 FF1270
 FF1270.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU774961(NAD 83)
 FF1270
 FF1270                          SUPERSEDED SURVEY CONTROL
 FF1270
 FF1270  NGVD 29 (11/26/84)   65.592  (m)          215.20   (f) ADJUSTED    1 2
 FF1270
 FF1270.Superseded values are not recommended for survey control.
 FF1270
 FF1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1270.See file dsdata.pdf to determine how the superseded data were derived.
 FF1270
 FF1270_MARKER: DD = SURVEY DISK
 FF1270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1270_STAMPING: BM L-12-8 1934
 FF1270_MARK LOGO: USACE
 FF1270_PROJECTION: PROJECTING 8 CENTIMETERS
 FF1270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1270+STABILITY: SURFACE MOTION
 FF1270
 FF1270  HISTORY     - Date     Condition        Report By
 FF1270  HISTORY     - 1934     MONUMENTED       USACE
 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 MILES SOUTHWEST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM THE
 FF1270'STATION AT FAIROAKS, ABOUT 0.3 MILE SOUTHWEST OF MILE POLE 176, AT
 FF1270'ROAD CROSSING AT PENROSE, 51 FEET NORTHWEST OF NORTHWEST RAIL, 21 FEET
 FF1270'SOUTH OF CENTERLINE OF ROAD, 71 FEET WEST-SOUTHWEST OF CENTER OF
 FF1270'CROSSING OF MAIN TRACK AND ROAD, 20 FEET WEST-NORTHWEST OF A TELEPHONE
 FF1270'POLE, 2 1/2 FEET NORTHWEST OF A FENCE LINE, ABOUT 4 FEET BELOW LEVEL
 FF1270'OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 FF1270'NOTE-THE ROAD 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 = MARCH 20, 2026 22:17:28 EDT
 FF1223 ***********************************************************************
 FF1223  DESIGNATION -  L 12 9
 FF1223  PID         -  FF1223
 FF1223  STATE/COUNTY-  AR/WOODRUFF
 FF1223  COUNTRY     -  US
 FF1223  USGS QUAD   -  HUNTER WEST (2017)
 FF1223
 FF1223                         *CURRENT SURVEY CONTROL
 FF1223  ______________________________________________________________________
 FF1223* NAD 83(1986) POSITION- 35 01 59.     (N) 091 14 56.     (W)   SCALED
 FF1223* NAVD 88 ORTHO HEIGHT -    58.22  (+/-2cm)      191.0   (feet) VERTCON3
 FF1223  ______________________________________________________________________
 FF1223  GEOID HEIGHT    -        -27.080 (meters)                     GEOID18
 FF1223  VERT ORDER      -  ? (See Below)
 FF1223
 FF1223.The horizontal coordinates were scaled from a 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
 FF1223.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1223.GEOID18 height accuracy estimate available here.
 FF1223
 FF1223.The vertical order pertains to the NGVD 29 superseded value.
 FF1223
 FF1223.Click photographs - Photos may exist for this station.
 FF1223
 FF1223;                    North         East    Units  Estimated Accuracy
 FF1223;SPC AR N     -    77,890.      468,540.      MT  (+/- 180 meters Scaled)
 FF1223
 FF1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU597781(NAD 83)
 FF1223
 FF1223                          SUPERSEDED SURVEY CONTROL
 FF1223
 FF1223  NGVD 29 (11/26/84)   58.196  (m)          190.93   (f) ADJUSTED       
 FF1223
 FF1223.Superseded values are not recommended for survey control.
 FF1223
 FF1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1223.See file dsdata.pdf to determine how the superseded data were derived.
 FF1223
 FF1223_MARKER: DD = SURVEY DISK
 FF1223_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF1223_STAMPING: L-12-9 1934
 FF1223_MARK LOGO: USACE
 FF1223_MAGNETIC: P = MARKER IS A STEEL PIPE
 FF1223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1223
 FF1223  HISTORY     - Date     Condition        Report By
 FF1223  HISTORY     - 1934     MONUMENTED       USACE
 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 MILES NORTH ALONG THE ABANDONED CHICAGO, ROCK ISLAND AND PACIFIC
 FF1223'RAILROAD FROM THE HIGH SCHOOL AT COTTON PLANT, WOODRUFF COUNTY, 220
 FF1223'YARDS SOUTH OF MILEPOST 11, OPPOSITE A FARMHOUSE, 40 FEET EAST OF THE
 FF1223'CENTERLINE OF THE TRACK, AND NEAR THE PROPERTY LINE.  A CORPS OF
 FF1223'ENGINEERS, U.S. ARMY, STANDARD DISK, SET IN THE TOP OF AN IRON PIPE
 FF1223'FILLED WITH CONCRETE AND PROJECTING 6 INCHES ABOVE GROUND.  NOTE-AREA
 FF1223'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 = MARCH 20, 2026 22:17:28 EDT
 DL0640 ***********************************************************************
 DL0640  DESIGNATION -  L 120
 DL0640  PID         -  DL0640
 DL0640  STATE/COUNTY-  AR/COLUMBIA
 DL0640  COUNTRY     -  US
 DL0640  USGS QUAD   -  CALHOUN (2017)
 DL0640
 DL0640                         *CURRENT SURVEY CONTROL
 DL0640  ______________________________________________________________________
 DL0640* NAD 83(1986) POSITION- 33 13 07.     (N) 093 13 52.     (W)   SCALED
 DL0640* NAVD 88 ORTHO HEIGHT -    96.608 (meters)      316.95  (feet) ADJUSTED
 DL0640  ______________________________________________________________________
 DL0640  GEOID HEIGHT    -        -26.388 (meters)                     GEOID18
 DL0640  DYNAMIC HEIGHT  -         96.504 (meters)      316.61  (feet) COMP
 DL0640  MODELED GRAVITY -    979,558.0   (mgal)                       NAVD 88
 DL0640
 DL0640  VERT ORDER      -  SECOND    CLASS 0
 DL0640
 DL0640.The horizontal coordinates were scaled from a map and have
 DL0640.an estimated accuracy of +/- 6 seconds.
 DL0640
 DL0640.The orthometric height was determined by differential leveling and
 DL0640.adjusted by the NATIONAL GEODETIC SURVEY
 DL0640.in June 1991.
 DL0640
 DL0640.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0640.GEOID18 height accuracy estimate available here.
 DL0640
 DL0640.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS784755(NAD 83)
 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
 DL0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0640.See file dsdata.pdf to determine how the superseded data were derived.
 DL0640
 DL0640_MARKER: DB = BENCH MARK DISK
 DL0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0640_STAMPING: L 120 1934
 DL0640_MARK LOGO: CGS
 DL0640_PROJECTION: PROJECTING 15 CENTIMETERS
 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             CGS
 DL0640  HISTORY     - 1963     GOOD             CGS
 DL0640
 DL0640                          STATION DESCRIPTION
 DL0640
 DL0640'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1963
 DL0640'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0694 ***********************************************************************
 FG0694  DESIGNATION -  L 125
 FG0694  PID         -  FG0694
 FG0694  STATE/COUNTY-  AR/VAN BUREN
 FG0694  COUNTRY     -  US
 FG0694  USGS QUAD   -  REX (2017)
 FG0694
 FG0694                         *CURRENT SURVEY CONTROL
 FG0694  ______________________________________________________________________
 FG0694* NAD 83(1986) POSITION- 35 36 12.     (N) 092 38 28.     (W)   SCALED
 FG0694* NAVD 88 ORTHO HEIGHT -   369.248 (meters)     1211.44  (feet) ADJUSTED
 FG0694  ______________________________________________________________________
 FG0694  GEOID HEIGHT    -        -28.032 (meters)                     GEOID18
 FG0694  DYNAMIC HEIGHT  -        368.896 (meters)     1210.29  (feet) COMP
 FG0694  MODELED GRAVITY -    979,670.5   (mgal)                       NAVD 88
 FG0694
 FG0694  VERT ORDER      -  SECOND    CLASS 0
 FG0694
 FG0694.The horizontal coordinates were scaled from a map and have
 FG0694.an estimated accuracy of +/- 6 seconds.
 FG0694
 FG0694.The orthometric height was determined by differential leveling and
 FG0694.adjusted by the NATIONAL GEODETIC SURVEY
 FG0694.in June 1991.
 FG0694
 FG0694.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0694.GEOID18 height accuracy estimate available here.
 FG0694
 FG0694.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV325400(NAD 83)
 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
 FG0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0694.See file dsdata.pdf to determine how the superseded data were derived.
 FG0694
 FG0694_MARKER: DB = BENCH MARK DISK
 FG0694_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0694_STAMPING: L 125 1935
 FG0694_MARK LOGO: CGS
 FG0694_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0694
 FG0694  HISTORY     - Date     Condition        Report By
 FG0694  HISTORY     - 1935     MONUMENTED       CGS
 FG0694  HISTORY     - 1939     GOOD             CGS
 FG0694
 FG0694                          STATION DESCRIPTION
 FG0694
 FG0694'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG0949 ***********************************************************************
 FG0949  DESIGNATION -  L 126
 FG0949  PID         -  FG0949
 FG0949  STATE/COUNTY-  AR/POPE
 FG0949  COUNTRY     -  US
 FG0949  USGS QUAD   -  FORT DOUGLAS (2017)
 FG0949
 FG0949                         *CURRENT SURVEY CONTROL
 FG0949  ______________________________________________________________________
 FG0949* NAD 83(1986) POSITION- 35 39 09.     (N) 093 09 28.     (W)   SCALED
 FG0949* NAVD 88 ORTHO HEIGHT -   500.365 (meters)     1641.61  (feet) ADJUSTED
 FG0949  ______________________________________________________________________
 FG0949  GEOID HEIGHT    -        -28.320 (meters)                     GEOID18
 FG0949  DYNAMIC HEIGHT  -        499.881 (meters)     1640.03  (feet) COMP
 FG0949  MODELED GRAVITY -    979,649.6   (mgal)                       NAVD 88
 FG0949
 FG0949  VERT ORDER      -  SECOND    CLASS 0
 FG0949
 FG0949.The horizontal coordinates were scaled from a map and have
 FG0949.an estimated accuracy of +/- 6 seconds.
 FG0949
 FG0949.The orthometric height was determined by differential leveling and
 FG0949.adjusted by the NATIONAL GEODETIC SURVEY
 FG0949.in June 1991.
 FG0949
 FG0949.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0949.GEOID18 height accuracy estimate available here.
 FG0949
 FG0949.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV857454(NAD 83)
 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
 FG0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0949.See file dsdata.pdf to determine how the superseded data were derived.
 FG0949
 FG0949_MARKER: DB = BENCH MARK DISK
 FG0949_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0949_STAMPING: L 126 1935
 FG0949_MARK LOGO: CGS
 FG0949_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1043 ***********************************************************************
 FG1043  DESIGNATION -  L 127
 FG1043  PID         -  FG1043
 FG1043  STATE/COUNTY-  AR/POPE
 FG1043  COUNTRY     -  US
 FG1043  USGS QUAD   -  LEE MOUNTAIN (2017)
 FG1043
 FG1043                         *CURRENT SURVEY CONTROL
 FG1043  ______________________________________________________________________
 FG1043* NAD 83(1986) POSITION- 35 26 30.     (N) 093 12 17.     (W)   SCALED
 FG1043* NAVD 88 ORTHO HEIGHT -   124.044 (meters)      406.97  (feet) ADJUSTED
 FG1043  ______________________________________________________________________
 FG1043  GEOID HEIGHT    -        -28.985 (meters)                     GEOID18
 FG1043  DYNAMIC HEIGHT  -        123.928 (meters)      406.59  (feet) COMP
 FG1043  MODELED GRAVITY -    979,698.9   (mgal)                       NAVD 88
 FG1043
 FG1043  VERT ORDER      -  SECOND    CLASS 0
 FG1043
 FG1043.The horizontal coordinates were scaled from a map and have
 FG1043.an estimated accuracy of +/- 6 seconds.
 FG1043
 FG1043.The orthometric height was determined by differential leveling and
 FG1043.adjusted by the NATIONAL GEODETIC SURVEY
 FG1043.in June 1991.
 FG1043
 FG1043.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1043.GEOID18 height accuracy estimate available here.
 FG1043
 FG1043.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV814220(NAD 83)
 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
 FG1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1043.See file dsdata.pdf to determine how the superseded data were derived.
 FG1043
 FG1043_MARKER: DB = BENCH MARK DISK
 FG1043_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG1043_STAMPING: L 127 1935
 FG1043_MARK LOGO: CGS
 FG1043_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0869 ***********************************************************************
 FG0869  DESIGNATION -  L 128
 FG0869  PID         -  FG0869
 FG0869  STATE/COUNTY-  AR/JOHNSON
 FG0869  COUNTRY     -  US
 FG0869  USGS QUAD   -  FORT DOUGLAS (2017)
 FG0869
 FG0869                         *CURRENT SURVEY CONTROL
 FG0869  ______________________________________________________________________
 FG0869* NAD 83(1986) POSITION- 35 40 50.     (N) 093 13 15.     (W)   SCALED
 FG0869* NAVD 88 ORTHO HEIGHT -   360.840 (meters)     1183.86  (feet) ADJUSTED
 FG0869  ______________________________________________________________________
 FG0869  GEOID HEIGHT    -        -28.310 (meters)                     GEOID18
 FG0869  DYNAMIC HEIGHT  -        360.500 (meters)     1182.74  (feet) COMP
 FG0869  MODELED GRAVITY -    979,682.3   (mgal)                       NAVD 88
 FG0869
 FG0869  VERT ORDER      -  SECOND    CLASS 0
 FG0869
 FG0869.The horizontal coordinates were scaled from a map and have
 FG0869.an estimated accuracy of +/- 6 seconds.
 FG0869
 FG0869.The orthometric height was determined by differential leveling and
 FG0869.adjusted by the NATIONAL GEODETIC SURVEY
 FG0869.in June 1991.
 FG0869
 FG0869.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0869.GEOID18 height accuracy estimate available here.
 FG0869
 FG0869.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV800485(NAD 83)
 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
 FG0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0869.See file dsdata.pdf to determine how the superseded data were derived.
 FG0869
 FG0869_MARKER: DB = BENCH MARK DISK
 FG0869_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0869_STAMPING: L 128 1935
 FG0869_MARK LOGO: CGS
 FG0869_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 DK1350 ***********************************************************************
 DK1350  DESIGNATION -  L 13
 DK1350  PID         -  DK1350
 DK1350  STATE/COUNTY-  AR/ASHLEY
 DK1350  COUNTRY     -  US
 DK1350  USGS QUAD   -  PORTLAND (2017)
 DK1350
 DK1350                         *CURRENT SURVEY CONTROL
 DK1350  ______________________________________________________________________
 DK1350* NAD 83(1986) POSITION- 33 12 12.     (N) 091 31 25.     (W)   SCALED
 DK1350* NAVD 88 ORTHO HEIGHT -    35.048 (meters)      114.99  (feet) ADJUSTED
 DK1350  ______________________________________________________________________
 DK1350  GEOID HEIGHT    -        -25.886 (meters)                     GEOID18
 DK1350  DYNAMIC HEIGHT  -         35.011 (meters)      114.87  (feet) COMP
 DK1350  MODELED GRAVITY -    979,584.1   (mgal)                       NAVD 88
 DK1350
 DK1350  VERT ORDER      -  FIRST     CLASS II
 DK1350
 DK1350.The horizontal coordinates were scaled from a map and have
 DK1350.an estimated accuracy of +/- 6 seconds.
 DK1350
 DK1350.The orthometric height was determined by differential leveling and
 DK1350.adjusted by the NATIONAL GEODETIC SURVEY
 DK1350.in June 1991.
 DK1350
 DK1350.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1350.GEOID18 height accuracy estimate available here.
 DK1350
 DK1350.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS376747(NAD 83)
 DK1350
 DK1350                          SUPERSEDED SURVEY CONTROL
 DK1350
 DK1350  NGVD 29 (11/26/84)   35.152  (m)          115.33   (f) ADJUSTED    1 2
 DK1350
 DK1350.Superseded values are not recommended for survey control.
 DK1350
 DK1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1350.See file dsdata.pdf to determine how the superseded data were derived.
 DK1350
 DK1350_MARKER: DB = BENCH MARK DISK
 DK1350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1350_STAMPING: L 13 1932
 DK1350_MARK LOGO: CGS
 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 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 = MARCH 20, 2026 22:17:28 EDT
 EH1283 ***********************************************************************
 EH1283  DESIGNATION -  L 13 5
 EH1283  PID         -  EH1283
 EH1283  STATE/COUNTY-  AR/MONROE
 EH1283  COUNTRY     -  US
 EH1283  USGS QUAD   -  BRINKLEY (2017)
 EH1283
 EH1283                         *CURRENT SURVEY CONTROL
 EH1283  ______________________________________________________________________
 EH1283* NAD 83(1986) POSITION- 34 57 07.     (N) 091 10 45.     (W)   SCALED
 EH1283* NAVD 88 ORTHO HEIGHT -    60.984 (meters)      200.08  (feet) ADJUSTED
 EH1283  ______________________________________________________________________
 EH1283  GEOID HEIGHT    -        -26.920 (meters)                     GEOID18
 EH1283  DYNAMIC HEIGHT  -         60.928 (meters)      199.89  (feet) COMP
 EH1283  MODELED GRAVITY -    979,723.1   (mgal)                       NAVD 88
 EH1283
 EH1283  VERT ORDER      -  SECOND    CLASS 0
 EH1283
 EH1283.The horizontal coordinates were scaled from a map and have
 EH1283.an estimated accuracy of +/- 6 seconds.
 EH1283
 EH1283.The orthometric height was determined by differential leveling and
 EH1283.adjusted by the NATIONAL GEODETIC SURVEY
 EH1283.in June 1991.
 EH1283
 EH1283.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1283.GEOID18 height accuracy estimate available here.
 EH1283
 EH1283.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU662692(NAD 83)
 EH1283
 EH1283                          SUPERSEDED SURVEY CONTROL
 EH1283
 EH1283  NGVD 29 (11/26/84)   60.974  (m)          200.05   (f) ADJUSTED    2 0
 EH1283
 EH1283.Superseded values are not recommended for survey control.
 EH1283
 EH1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1283.See file dsdata.pdf to determine how the superseded data were derived.
 EH1283
 EH1283_MARKER: P = PIPE CAP
 EH1283_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1283_MARK LOGO: USACE
 EH1283_MAGNETIC: P = MARKER IS A STEEL PIPE
 EH1283_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1283
 EH1283  HISTORY     - Date     Condition        Report By
 EH1283  HISTORY     - UNK      MONUMENTED       USACE
 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'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 = MARCH 20, 2026 22:17:28 EDT
 DE6226 ***********************************************************************
 DE6226  DESIGNATION -  L 130 RESET
 DE6226  PID         -  DE6226
 DE6226  STATE/COUNTY-  AR/BOONE
 DE6226  COUNTRY     -  US
 DE6226  USGS QUAD   -  WESTERN GROVE (2017)
 DE6226
 DE6226                         *CURRENT SURVEY CONTROL
 DE6226  ______________________________________________________________________
 DE6226* NAD 83(1986) POSITION- 36 07 15.     (N) 092 58 05.     (W)   SCALED
 DE6226* NAVD 88 ORTHO HEIGHT -   346.89  (+/-2cm)     1138.1   (feet) VERTCON3
 DE6226  ______________________________________________________________________
 DE6226  GEOID HEIGHT    -        -28.314 (meters)                     GEOID18
 DE6226  VERT ORDER      -  THIRD (See Below)
 DE6226
 DE6226.The horizontal coordinates were scaled from a 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
 DE6226.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE6226.GEOID18 height accuracy estimate available here.
 DE6226
 DE6226.The vertical order pertains to the NGVD 29 superseded value.
 DE6226
 DE6226.Click photographs - Photos may exist for this station.
 DE6226
 DE6226;                    North         East    Units  Estimated Accuracy
 DE6226;SPC AR N     -   198,740.      312,850.      MT  (+/- 180 meters Scaled)
 DE6226
 DE6226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV028973(NAD 83)
 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
 DE6226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6226.See file dsdata.pdf to determine how the superseded data were derived.
 DE6226
 DE6226_MARKER: DB = BENCH MARK DISK
 DE6226_STAMPING: L 130 RESET 1965
 DE6226_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1434 ***********************************************************************
 EJ1434  DESIGNATION -  L 131
 EJ1434  PID         -  EJ1434
 EJ1434  STATE/COUNTY-  AR/MONTGOMERY
 EJ1434  COUNTRY     -  US
 EJ1434  USGS QUAD   -  BIG FORK (2017)
 EJ1434
 EJ1434                         *CURRENT SURVEY CONTROL
 EJ1434  ______________________________________________________________________
 EJ1434* NAD 83(1986) POSITION- 34 27 05.     (N) 093 53 16.     (W)   SCALED
 EJ1434* NAVD 88 ORTHO HEIGHT -   362.212 (meters)     1188.36  (feet) ADJUSTED
 EJ1434  ______________________________________________________________________
 EJ1434  GEOID HEIGHT    -        -28.522 (meters)                     GEOID18
 EJ1434  DYNAMIC HEIGHT  -        361.834 (meters)     1187.12  (feet) COMP
 EJ1434  MODELED GRAVITY -    979,579.9   (mgal)                       NAVD 88
 EJ1434
 EJ1434  VERT ORDER      -  SECOND    CLASS 0
 EJ1434
 EJ1434.The horizontal coordinates were scaled from a map and have
 EJ1434.an estimated accuracy of +/- 6 seconds.
 EJ1434
 EJ1434.The orthometric height was determined by differential leveling and
 EJ1434.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1434.in June 1991.
 EJ1434
 EJ1434.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1434.GEOID18 height accuracy estimate available here.
 EJ1434
 EJ1434.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU184125(NAD 83)
 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
 EJ1434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1434.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1434
 EJ1434_MARKER: DB = BENCH MARK DISK
 EJ1434_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ1434_STAMPING: L 131 1935
 EJ1434_MARK LOGO: CGS
 EJ1434_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1434
 EJ1434  HISTORY     - Date     Condition        Report By
 EJ1434  HISTORY     - 1935     MONUMENTED       CGS
 EJ1434  HISTORY     - 1961     GOOD             CGS
 EJ1434
 EJ1434                          STATION DESCRIPTION
 EJ1434
 EJ1434'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EK0070 ***********************************************************************
 EK0070  DESIGNATION -  L 132
 EK0070  PID         -  EK0070
 EK0070  STATE/COUNTY-  AR/POLK
 EK0070  COUNTRY     -  US
 EK0070  USGS QUAD   -  MENA (2017)
 EK0070
 EK0070                         *CURRENT SURVEY CONTROL
 EK0070  ______________________________________________________________________
 EK0070* NAD 83(1986) POSITION- 34 33 33.     (N) 094 14 20.     (W)   SCALED
 EK0070* NAVD 88 ORTHO HEIGHT -   345.320 (meters)     1132.94  (feet) ADJUSTED
 EK0070  ______________________________________________________________________
 EK0070  GEOID HEIGHT    -        -30.052 (meters)                     GEOID18
 EK0070  DYNAMIC HEIGHT  -        344.946 (meters)     1131.71  (feet) COMP
 EK0070  MODELED GRAVITY -    979,544.4   (mgal)                       NAVD 88
 EK0070
 EK0070  VERT ORDER      -  SECOND    CLASS 0
 EK0070
 EK0070.The horizontal coordinates were scaled from a map and have
 EK0070.an estimated accuracy of +/- 6 seconds.
 EK0070
 EK0070.The orthometric height was determined by differential leveling and
 EK0070.adjusted by the NATIONAL GEODETIC SURVEY
 EK0070.in June 1991.
 EK0070
 EK0070.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0070.GEOID18 height accuracy estimate available here.
 EK0070
 EK0070.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU863248(NAD 83)
 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
 EK0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0070.See file dsdata.pdf to determine how the superseded data were derived.
 EK0070
 EK0070_MARKER: DB = BENCH MARK DISK
 EK0070_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EK0070_STAMPING: L 132 1935
 EK0070_MARK LOGO: CGS
 EK0070_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0070
 EK0070  HISTORY     - Date     Condition        Report By
 EK0070  HISTORY     - 1935     MONUMENTED       CGS
 EK0070  HISTORY     - 1961     GOOD             CGS
 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 COAST AND GEODETIC SURVEY 1961
 EK0070'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1522 ***********************************************************************
 EJ1522  DESIGNATION -  L 133
 EJ1522  PID         -  EJ1522
 EJ1522  STATE/COUNTY-  AR/POLK
 EJ1522  COUNTRY     -  US
 EJ1522  USGS QUAD   -  PINE RIDGE (2017)
 EJ1522
 EJ1522                         *CURRENT SURVEY CONTROL
 EJ1522  ______________________________________________________________________
 EJ1522* NAD 83(1986) POSITION- 34 31 19.     (N) 093 56 45.     (W)   SCALED
 EJ1522* NAVD 88 ORTHO HEIGHT -   289.356 (meters)      949.33  (feet) ADJUSTED
 EJ1522  ______________________________________________________________________
 EJ1522  GEOID HEIGHT    -        -29.061 (meters)                     GEOID18
 EJ1522  DYNAMIC HEIGHT  -        289.053 (meters)      948.33  (feet) COMP
 EJ1522  MODELED GRAVITY -    979,583.3   (mgal)                       NAVD 88
 EJ1522
 EJ1522  VERT ORDER      -  SECOND    CLASS 0
 EJ1522
 EJ1522.The horizontal coordinates were scaled from a map and have
 EJ1522.an estimated accuracy of +/- 6 seconds.
 EJ1522
 EJ1522.The orthometric height was determined by differential leveling and
 EJ1522.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1522.in June 1991.
 EJ1522
 EJ1522.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1522.GEOID18 height accuracy estimate available here.
 EJ1522
 EJ1522.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU131204(NAD 83)
 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
 EJ1522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1522.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1522
 EJ1522_MARKER: DB = BENCH MARK DISK
 EJ1522_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ1522_STAMPING: L 133 1935
 EJ1522_MARK LOGO: CGS
 EJ1522_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1522
 EJ1522  HISTORY     - Date     Condition        Report By
 EJ1522  HISTORY     - 1935     MONUMENTED       CGS
 EJ1522  HISTORY     - 1961     GOOD             CGS
 EJ1522
 EJ1522                          STATION DESCRIPTION
 EJ1522
 EJ1522'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EK0066 ***********************************************************************
 EK0066  DESIGNATION -  L 134 RESET
 EK0066  PID         -  EK0066
 EK0066  STATE/COUNTY-  AR/POLK
 EK0066  COUNTRY     -  US
 EK0066  USGS QUAD   -  BOARD CAMP (2017)
 EK0066
 EK0066                         *CURRENT SURVEY CONTROL
 EK0066  ______________________________________________________________________
 EK0066* NAD 83(1986) POSITION- 34 34 58.     (N) 094 03 15.     (W)   SCALED
 EK0066* NAVD 88 ORTHO HEIGHT -   283.07  (meters)      928.7   (feet) RESET
 EK0066  ______________________________________________________________________
 EK0066  GEOID HEIGHT    -        -29.665 (meters)                     GEOID18
 EK0066  VERT ORDER      -  THIRD
 EK0066
 EK0066.The horizontal coordinates were scaled from a map and have
 EK0066.an estimated accuracy of +/- 6 seconds.
 EK0066
 EK0066.The orthometric height was computed from unverified reset data.
 EK0066
 EK0066.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0066.GEOID18 height accuracy estimate available here.
 EK0066
 EK0066.Click photographs - Photos may exist for this station.
 EK0066
 EK0066;                    North         East    Units  Estimated Accuracy
 EK0066;SPC AR S     -   614,420.      211,550.      MT  (+/- 180 meters Scaled)
 EK0066
 EK0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU033272(NAD 83)
 EK0066
 EK0066                          SUPERSEDED SURVEY CONTROL
 EK0066
 EK0066.No superseded survey control is available for this station.
 EK0066
 EK0066_MARKER: DB = BENCH MARK DISK
 EK0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0066_STAMPING: L 134 1935 RESET 1957
 EK0066_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EK0660 ***********************************************************************
 EK0660  DESIGNATION -  L 135
 EK0660  PID         -  EK0660
 EK0660  STATE/COUNTY-  AR/POLK
 EK0660  COUNTRY     -  US
 EK0660  USGS QUAD   -  BOARD CAMP (2017)
 EK0660
 EK0660                         *CURRENT SURVEY CONTROL
 EK0660  ______________________________________________________________________
 EK0660* NAD 83(1986) POSITION- 34 33 48.     (N) 094 00 01.     (W)   SCALED
 EK0660* NAVD 88 ORTHO HEIGHT -   265.049 (meters)      869.58  (feet) ADJUSTED
 EK0660  ______________________________________________________________________
 EK0660  GEOID HEIGHT    -        -29.430 (meters)                     GEOID18
 EK0660  DYNAMIC HEIGHT  -        264.771 (meters)      868.67  (feet) COMP
 EK0660  MODELED GRAVITY -    979,581.1   (mgal)                       NAVD 88
 EK0660
 EK0660  VERT ORDER      -  SECOND    CLASS 0
 EK0660
 EK0660.The horizontal coordinates were scaled from a map and have
 EK0660.an estimated accuracy of +/- 6 seconds.
 EK0660
 EK0660.The orthometric height was determined by differential leveling and
 EK0660.adjusted by the NATIONAL GEODETIC SURVEY
 EK0660.in June 1991.
 EK0660
 EK0660.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0660.GEOID18 height accuracy estimate available here.
 EK0660
 EK0660.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU082250(NAD 83)
 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
 EK0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0660.See file dsdata.pdf to determine how the superseded data were derived.
 EK0660
 EK0660_MARKER: DB = BENCH MARK DISK
 EK0660_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EK0660_STAMPING: L 135 1935
 EK0660_MARK LOGO: CGS
 EK0660_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0660
 EK0660  HISTORY     - Date     Condition        Report By
 EK0660  HISTORY     - 1935     MONUMENTED       CGS
 EK0660  HISTORY     - 1961     MARK NOT FOUND   CGS
 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 COAST AND GEODETIC SURVEY 1961
 EK0660'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1167 ***********************************************************************
 EJ1167  DESIGNATION -  L 136
 EJ1167  PID         -  EJ1167
 EJ1167  STATE/COUNTY-  AR/CLARK
 EJ1167  COUNTRY     -  US
 EJ1167  USGS QUAD   -  CHALYBEATE MOUNTAIN WEST (2017)
 EJ1167
 EJ1167                         *CURRENT SURVEY CONTROL
 EJ1167  ______________________________________________________________________
 EJ1167* NAD 83(1986) POSITION- 34 13 42.43   (N) 093 22 36.83   (W)   HD_HELD1
 EJ1167* NAVD 88 ORTHO HEIGHT -   186.296 (meters)      611.21  (feet) ADJUSTED
 EJ1167  ______________________________________________________________________
 EJ1167  GEOID HEIGHT    -        -27.315 (meters)                     GEOID18
 EJ1167  DYNAMIC HEIGHT  -        186.106 (meters)      610.58  (feet) COMP
 EJ1167  MODELED GRAVITY -    979,613.1   (mgal)                       NAVD 88
 EJ1167
 EJ1167  VERT ORDER      -  SECOND    CLASS 0
 EJ1167
 EJ1167.The horizontal coordinates were determined by differentially corrected
 EJ1167.hand held GPS observations or other comparable positioning techniques
 EJ1167.and have an estimated accuracy of +/- 3 meters.
 EJ1167
 EJ1167.The orthometric height was determined by differential leveling and
 EJ1167.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1167.in June 1991.
 EJ1167
 EJ1167.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1167.GEOID18 height accuracy estimate available here.
 EJ1167
 EJ1167.Click photographs - Photos may exist for this station.
 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     -   574,074.8     273,150.6     MT  (+/- 3 meters HH1 GPS) 
 EJ1167
 EJ1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT6528787551(NAD 83)
 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
 EJ1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1167.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1167
 EJ1167_MARKER: DB = BENCH MARK DISK
 EJ1167_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ1167_STAMPING: L 136 1935
 EJ1167_MARK LOGO: CGS
 EJ1167_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1167
 EJ1167  HISTORY     - Date     Condition        Report By
 EJ1167  HISTORY     - 1935     MONUMENTED       CGS
 EJ1167  HISTORY     - 1964     GOOD             CGS
 EJ1167
 EJ1167                          STATION DESCRIPTION
 EJ1167
 EJ1167'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1194 ***********************************************************************
 EJ1194  DESIGNATION -  L 137
 EJ1194  PID         -  EJ1194
 EJ1194  STATE/COUNTY-  AR/GARLAND
 EJ1194  COUNTRY     -  US
 EJ1194  USGS QUAD   -  PEARCY (2017)
 EJ1194
 EJ1194                         *CURRENT SURVEY CONTROL
 EJ1194  ______________________________________________________________________
 EJ1194* NAD 83(1986) POSITION- 34 24 18.     (N) 093 17 06.     (W)   SCALED
 EJ1194* NAVD 88 ORTHO HEIGHT -   190.835 (meters)      626.10  (feet) ADJUSTED
 EJ1194  ______________________________________________________________________
 EJ1194  GEOID HEIGHT    -        -27.519 (meters)                     GEOID18
 EJ1194  DYNAMIC HEIGHT  -        190.644 (meters)      625.47  (feet) COMP
 EJ1194  MODELED GRAVITY -    979,630.3   (mgal)                       NAVD 88
 EJ1194
 EJ1194  VERT ORDER      -  SECOND    CLASS 0
 EJ1194
 EJ1194.The horizontal coordinates were scaled from a map and have
 EJ1194.an estimated accuracy of +/- 6 seconds.
 EJ1194
 EJ1194.The orthometric height was determined by differential leveling and
 EJ1194.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1194.in June 1991.
 EJ1194
 EJ1194.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1194.GEOID18 height accuracy estimate available here.
 EJ1194
 EJ1194.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU738070(NAD 83)
 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
 EJ1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1194.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1194
 EJ1194_MARKER: DB = BENCH MARK DISK
 EJ1194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1194_STAMPING: L 137 1935
 EJ1194_MARK LOGO: CGS
 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   CGS
 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 COAST AND GEODETIC SURVEY 1965
 EJ1194'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1202 ***********************************************************************
 EJ1202  DESIGNATION -  L 138
 EJ1202  PID         -  EJ1202
 EJ1202  STATE/COUNTY-  AR/CLARK
 EJ1202  COUNTRY     -  US
 EJ1202  USGS QUAD   -  CHALYBEATE MOUNTAIN EAST (2017)
 EJ1202
 EJ1202                         *CURRENT SURVEY CONTROL
 EJ1202  ______________________________________________________________________
 EJ1202* NAD 83(1986) POSITION- 34 13 37.38   (N) 093 15 38.62   (W)   HD_HELD1
 EJ1202* NAVD 88 ORTHO HEIGHT -   124.909 (meters)      409.81  (feet) ADJUSTED
 EJ1202  ______________________________________________________________________
 EJ1202  GEOID HEIGHT    -        -27.156 (meters)                     GEOID18
 EJ1202  DYNAMIC HEIGHT  -        124.782 (meters)      409.39  (feet) COMP
 EJ1202  MODELED GRAVITY -    979,623.5   (mgal)                       NAVD 88
 EJ1202
 EJ1202  VERT ORDER      -  SECOND    CLASS 0
 EJ1202
 EJ1202.The horizontal coordinates were determined by differentially corrected
 EJ1202.hand held GPS observations or other comparable positioning techniques
 EJ1202.and have an estimated accuracy of +/- 3 meters.
 EJ1202
 EJ1202.The orthometric height was determined by differential leveling and
 EJ1202.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1202.in June 1991.
 EJ1202
 EJ1202.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1202.GEOID18 height accuracy estimate available here.
 EJ1202
 EJ1202.Click photographs - Photos may exist for this station.
 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     -   573,781.4     283,850.5     MT  (+/- 3 meters HH1 GPS) 
 EJ1202
 EJ1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT7598687362(NAD 83)
 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
 EJ1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1202.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1202
 EJ1202_MARKER: DB = BENCH MARK DISK
 EJ1202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1202_STAMPING: L 138 1935
 EJ1202_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1609 ***********************************************************************
 EH1609  DESIGNATION -  L 14
 EH1609  PID         -  EH1609
 EH1609  STATE/COUNTY-  AR/JEFFERSON
 EH1609  COUNTRY     -  US
 EH1609  USGS QUAD   -  CADES (2017)
 EH1609
 EH1609                         *CURRENT SURVEY CONTROL
 EH1609  ______________________________________________________________________
 EH1609* NAD 83(1986) POSITION- 34 07 26.     (N) 091 34 26.     (W)   SCALED
 EH1609* NAVD 88 ORTHO HEIGHT -    55.385 (meters)      181.71  (feet) ADJUSTED
 EH1609  ______________________________________________________________________
 EH1609  GEOID HEIGHT    -        -26.063 (meters)                     GEOID18
 EH1609  DYNAMIC HEIGHT  -         55.331 (meters)      181.53  (feet) COMP
 EH1609  MODELED GRAVITY -    979,656.8   (mgal)                       NAVD 88
 EH1609
 EH1609  VERT ORDER      -  FIRST     CLASS II
 EH1609
 EH1609.The horizontal coordinates were scaled from a map and have
 EH1609.an estimated accuracy of +/- 6 seconds.
 EH1609
 EH1609.The orthometric height was determined by differential leveling and
 EH1609.adjusted by the NATIONAL GEODETIC SURVEY
 EH1609.in August 1993.
 EH1609
 EH1609.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1609.GEOID18 height accuracy estimate available here.
 EH1609
 EH1609.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT315768(NAD 83)
 EH1609
 EH1609                          SUPERSEDED SURVEY CONTROL
 EH1609
 EH1609  NAVD 88 (06/15/91)   55.426  (m)          181.84   (f) SUPERSEDED  1 2
 EH1609  NGVD 29 (11/26/84)   55.473  (m)          182.00   (f) ADJUSTED    1 2
 EH1609
 EH1609.Superseded values are not recommended for survey control.
 EH1609
 EH1609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1609.See file dsdata.pdf to determine how the superseded data were derived.
 EH1609
 EH1609_MARKER: DB = BENCH MARK DISK
 EH1609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1609_STAMPING: L 14 1932 181.834
 EH1609_MARK LOGO: CGS
 EH1609_PROJECTION: PROJECTING 12 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1063 ***********************************************************************
 EH1063  DESIGNATION -  L 14 1
 EH1063  PID         -  EH1063
 EH1063  STATE/COUNTY-  AR/MONROE
 EH1063  COUNTRY     -  US
 EH1063  USGS QUAD   -  HOLLY GROVE (2017)
 EH1063
 EH1063                         *CURRENT SURVEY CONTROL
 EH1063  ______________________________________________________________________
 EH1063* NAD 83(1986) POSITION- 34 36 16.     (N) 091 14 33.     (W)   SCALED
 EH1063* NAVD 88 ORTHO HEIGHT -    53.135 (meters)      174.33  (feet) ADJUSTED
 EH1063  ______________________________________________________________________
 EH1063  GEOID HEIGHT    -        -26.773 (meters)                     GEOID18
 EH1063  DYNAMIC HEIGHT  -         53.084 (meters)      174.16  (feet) COMP
 EH1063  MODELED GRAVITY -    979,686.4   (mgal)                       NAVD 88
 EH1063
 EH1063  VERT ORDER      -  FIRST     CLASS II
 EH1063
 EH1063.The horizontal coordinates were scaled from a map and have
 EH1063.an estimated accuracy of +/- 6 seconds.
 EH1063
 EH1063.The orthometric height was determined by differential leveling and
 EH1063.adjusted by the NATIONAL GEODETIC SURVEY
 EH1063.in June 1991.
 EH1063
 EH1063.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1063.GEOID18 height accuracy estimate available here.
 EH1063
 EH1063.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU611305(NAD 83)
 EH1063
 EH1063                          SUPERSEDED SURVEY CONTROL
 EH1063
 EH1063  NGVD 29 (11/26/84)   53.157  (m)          174.40   (f) ADJUSTED    1 2
 EH1063
 EH1063.Superseded values are not recommended for survey control.
 EH1063
 EH1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1063.See file dsdata.pdf to determine how the superseded data were derived.
 EH1063
 EH1063_MARKER: DD = SURVEY DISK
 EH1063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1063_STAMPING: BM L-14-1
 EH1063_MARK LOGO: USACE
 EH1063_PROJECTION: PROJECTING 3 CENTIMETERS
 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       USACE
 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'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.
 EH1063
 EH1063                          STATION RECOVERY (1971)
 EH1063
 EH1063'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 EH1063'RAIL AND TIES HAVE BEEN REMOVED AND LAND IS UNDER CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1069 ***********************************************************************
 EH1069  DESIGNATION -  L 14 12
 EH1069  PID         -  EH1069
 EH1069  STATE/COUNTY-  AR/MONROE
 EH1069  COUNTRY     -  US
 EH1069  USGS QUAD   -  HOLLY GROVE (2017)
 EH1069
 EH1069                         *CURRENT SURVEY CONTROL
 EH1069  ______________________________________________________________________
 EH1069* NAD 83(1986) POSITION- 34 35 42.     (N) 091 11 58.     (W)   SCALED
 EH1069* NAVD 88 ORTHO HEIGHT -    55.121 (meters)      180.84  (feet) ADJUSTED
 EH1069  ______________________________________________________________________
 EH1069  GEOID HEIGHT    -        -26.773 (meters)                     GEOID18
 EH1069  DYNAMIC HEIGHT  -         55.069 (meters)      180.67  (feet) COMP
 EH1069  MODELED GRAVITY -    979,686.0   (mgal)                       NAVD 88
 EH1069
 EH1069  VERT ORDER      -  FIRST     CLASS II
 EH1069
 EH1069.The horizontal coordinates were scaled from a map and have
 EH1069.an estimated accuracy of +/- 6 seconds.
 EH1069
 EH1069.The orthometric height was determined by differential leveling and
 EH1069.adjusted by the NATIONAL GEODETIC SURVEY
 EH1069.in June 1991.
 EH1069
 EH1069.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1069.GEOID18 height accuracy estimate available here.
 EH1069
 EH1069.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU651296(NAD 83)
 EH1069
 EH1069                          SUPERSEDED SURVEY CONTROL
 EH1069
 EH1069  NGVD 29 (11/26/84)   55.145  (m)          180.92   (f) ADJUSTED    1 2
 EH1069
 EH1069.Superseded values are not recommended for survey control.
 EH1069
 EH1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1069.See file dsdata.pdf to determine how the superseded data were derived.
 EH1069
 EH1069_MARKER: P = PIPE CAP
 EH1069_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1069_STAMPING: L-14-12
 EH1069_MARK LOGO: USACE
 EH1069_MAGNETIC: P = MARKER IS A STEEL PIPE
 EH1069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1069
 EH1069  HISTORY     - Date     Condition        Report By
 EH1069  HISTORY     - UNK      MONUMENTED       USACE
 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'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 = MARCH 20, 2026 22:17:28 EDT
 EH1072 ***********************************************************************
 EH1072  DESIGNATION -  L 14 2
 EH1072  PID         -  EH1072
 EH1072  STATE/COUNTY-  AR/MONROE
 EH1072  COUNTRY     -  US
 EH1072  USGS QUAD   -  HOLLY GROVE (2017)
 EH1072
 EH1072                         *CURRENT SURVEY CONTROL
 EH1072  ______________________________________________________________________
 EH1072* NAD 83(1986) POSITION- 34 35 18.     (N) 091 09 16.     (W)   SCALED
 EH1072* NAVD 88 ORTHO HEIGHT -    54.846 (meters)      179.94  (feet) ADJUSTED
 EH1072  ______________________________________________________________________
 EH1072  GEOID HEIGHT    -        -26.776 (meters)                     GEOID18
 EH1072  DYNAMIC HEIGHT  -         54.794 (meters)      179.77  (feet) COMP
 EH1072  MODELED GRAVITY -    979,685.6   (mgal)                       NAVD 88
 EH1072
 EH1072  VERT ORDER      -  FIRST     CLASS II
 EH1072
 EH1072.The horizontal coordinates were scaled from a map and have
 EH1072.an estimated accuracy of +/- 6 seconds.
 EH1072
 EH1072.The orthometric height was determined by differential leveling and
 EH1072.adjusted by the NATIONAL GEODETIC SURVEY
 EH1072.in June 1991.
 EH1072
 EH1072.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1072.GEOID18 height accuracy estimate available here.
 EH1072
 EH1072.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU692289(NAD 83)
 EH1072
 EH1072                          SUPERSEDED SURVEY CONTROL
 EH1072
 EH1072  NGVD 29 (11/26/84)   54.871  (m)          180.02   (f) ADJUSTED    1 2
 EH1072
 EH1072.Superseded values are not recommended for survey control.
 EH1072
 EH1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1072.See file dsdata.pdf to determine how the superseded data were derived.
 EH1072
 EH1072_MARKER: P = PIPE CAP
 EH1072_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1072_STAMPING: BM L-14-2
 EH1072_MARK LOGO: USACE
 EH1072_PROJECTION: RECESSED 5 CENTIMETERS
 EH1072_MAGNETIC: P = MARKER IS A STEEL PIPE
 EH1072_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1072
 EH1072  HISTORY     - Date     Condition        Report By
 EH1072  HISTORY     - UNK      MONUMENTED       USACE
 EH1072  HISTORY     - 1955     GOOD             CGS
 EH1072
 EH1072                          STATION DESCRIPTION
 EH1072
 EH1072'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1076 ***********************************************************************
 EH1076  DESIGNATION -  L 14 3
 EH1076  PID         -  EH1076
 EH1076  STATE/COUNTY-  AR/MONROE
 EH1076  COUNTRY     -  US
 EH1076  USGS QUAD   -  PINE CITY (2017)
 EH1076
 EH1076                         *CURRENT SURVEY CONTROL
 EH1076  ______________________________________________________________________
 EH1076* NAD 83(1986) POSITION- 34 34 54.     (N) 091 06 24.     (W)   SCALED
 EH1076* NAVD 88 ORTHO HEIGHT -    53.365 (meters)      175.08  (feet) ADJUSTED
 EH1076  ______________________________________________________________________
 EH1076  GEOID HEIGHT    -        -26.787 (meters)                     GEOID18
 EH1076  DYNAMIC HEIGHT  -         53.314 (meters)      174.91  (feet) COMP
 EH1076  MODELED GRAVITY -    979,684.9   (mgal)                       NAVD 88
 EH1076
 EH1076  VERT ORDER      -  FIRST     CLASS II
 EH1076
 EH1076.The horizontal coordinates were scaled from a map and have
 EH1076.an estimated accuracy of +/- 6 seconds.
 EH1076
 EH1076.The orthometric height was determined by differential leveling and
 EH1076.adjusted by the NATIONAL GEODETIC SURVEY
 EH1076.in June 1991.
 EH1076
 EH1076.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1076.GEOID18 height accuracy estimate available here.
 EH1076
 EH1076.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU736282(NAD 83)
 EH1076
 EH1076                          SUPERSEDED SURVEY CONTROL
 EH1076
 EH1076  NGVD 29 (11/26/84)   53.392  (m)          175.17   (f) ADJUSTED    1 2
 EH1076
 EH1076.Superseded values are not recommended for survey control.
 EH1076
 EH1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1076.See file dsdata.pdf to determine how the superseded data were derived.
 EH1076
 EH1076_MARKER: DD = SURVEY DISK
 EH1076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1076_STAMPING: L-14-3 B.M.
 EH1076_MARK LOGO: USACE
 EH1076_PROJECTION: PROJECTING 8 CENTIMETERS
 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       USACE
 EH1076  HISTORY     - 1956     GOOD             CGS
 EH1076
 EH1076                          STATION DESCRIPTION
 EH1076
 EH1076'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1086 ***********************************************************************
 EH1086  DESIGNATION -  L 14 4 RESET
 EH1086  PID         -  EH1086
 EH1086  STATE/COUNTY-  AR/PHILLIPS
 EH1086  COUNTRY     -  US
 EH1086  USGS QUAD   -  PINE CITY (2017)
 EH1086
 EH1086                         *CURRENT SURVEY CONTROL
 EH1086  ______________________________________________________________________
 EH1086* NAD 83(1986) POSITION- 34 34 09.     (N) 091 00 55.     (W)   SCALED
 EH1086* NAVD 88 ORTHO HEIGHT -    53.78  (meters)      176.4   (feet) RESET
 EH1086  ______________________________________________________________________
 EH1086  GEOID HEIGHT    -        -26.832 (meters)                     GEOID18
 EH1086  VERT ORDER      -  THIRD
 EH1086
 EH1086.The horizontal coordinates were scaled from a map and have
 EH1086.an estimated accuracy of +/- 6 seconds.
 EH1086
 EH1086.The orthometric height was computed from unverified reset data.
 EH1086
 EH1086.No vertical observational check was made to the station.
 EH1086
 EH1086.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1086.GEOID18 height accuracy estimate available here.
 EH1086
 EH1086.Click photographs - Photos may exist for this station.
 EH1086
 EH1086;                    North         East    Units  Estimated Accuracy
 EH1086;SPC AR S     -   611,450.      490,360.      MT  (+/- 180 meters Scaled)
 EH1086
 EH1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU820270(NAD 83)
 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
 EH1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1086.See file dsdata.pdf to determine how the superseded data were derived.
 EH1086
 EH1086_MARKER: DB = BENCH MARK DISK
 EH1086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1086_STAMPING: BM L-14-4 U.S.E. RESET 1971
 EH1086_MARK LOGO: CGS
 EH1086_PROJECTION: PROJECTING 5 CENTIMETERS
 EH1086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1086+STABILITY: SURFACE MOTION
 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'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 = MARCH 20, 2026 22:17:28 EDT
 EJ0721 ***********************************************************************
 EJ0721  DESIGNATION -  L 140
 EJ0721  PID         -  EJ0721
 EJ0721  STATE/COUNTY-  AR/HOT SPRING
 EJ0721  COUNTRY     -  US
 EJ0721  USGS QUAD   -  MALVERN NORTH (2017)
 EJ0721
 EJ0721                         *CURRENT SURVEY CONTROL
 EJ0721  ______________________________________________________________________
 EJ0721* NAD 83(1986) POSITION- 34 26 27.     (N) 092 49 02.     (W)   SCALED
 EJ0721* NAVD 88 ORTHO HEIGHT -   173.183 (meters)      568.18  (feet) ADJUSTED
 EJ0721  ______________________________________________________________________
 EJ0721  GEOID HEIGHT    -        -26.480 (meters)                     GEOID18
 EJ0721  DYNAMIC HEIGHT  -        173.018 (meters)      567.64  (feet) COMP
 EJ0721  MODELED GRAVITY -    979,677.7   (mgal)                       NAVD 88
 EJ0721
 EJ0721  VERT ORDER      -  SECOND    CLASS 0
 EJ0721
 EJ0721.The horizontal coordinates were scaled from a map and have
 EJ0721.an estimated accuracy of +/- 6 seconds.
 EJ0721
 EJ0721.The orthometric height was determined by differential leveling and
 EJ0721.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0721.in June 1991.
 EJ0721
 EJ0721.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0721.GEOID18 height accuracy estimate available here.
 EJ0721
 EJ0721.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU167110(NAD 83)
 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
 EJ0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0721.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0721
 EJ0721_MARKER: DB = BENCH MARK DISK
 EJ0721_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0721_STAMPING: L 140 1935
 EJ0721_MARK LOGO: CGS
 EJ0721_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1434 ***********************************************************************
 FG1434  DESIGNATION -  L 141
 FG1434  PID         -  FG1434
 FG1434  STATE/COUNTY-  AR/FRANKLIN
 FG1434  COUNTRY     -  US
 FG1434  USGS QUAD   -  YALE (2017)
 FG1434
 FG1434                         *CURRENT SURVEY CONTROL
 FG1434  ______________________________________________________________________
 FG1434* NAD 83(1986) POSITION- 35 40 02.9    (N) 093 44 52.4    (W)   HD_HELD2
 FG1434* NAVD 88 ORTHO HEIGHT -   395.731 (meters)     1298.33  (feet) ADJUSTED
 FG1434  ______________________________________________________________________
 FG1434  GEOID HEIGHT    -        -28.514 (meters)                     GEOID18
 FG1434  DYNAMIC HEIGHT  -        395.363 (meters)     1297.12  (feet) COMP
 FG1434  MODELED GRAVITY -    979,690.4   (mgal)                       NAVD 88
 FG1434
 FG1434  VERT ORDER      -  SECOND    CLASS 0
 FG1434
 FG1434.The horizontal coordinates were established by autonomous hand held GPS
 FG1434.observations and have an estimated accuracy of +/- 10 meters.
 FG1434
 FG1434.The orthometric height was determined by differential leveling and
 FG1434.adjusted by the NATIONAL GEODETIC SURVEY
 FG1434.in June 1991.
 FG1434
 FG1434.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1434.GEOID18 height accuracy estimate available here.
 FG1434
 FG1434.Click photographs - Photos may exist for this station.
 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     -   149,416.      241,763.      MT  (+/- 10 meters HH2 GPS)
 FG1434
 FG1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV3231247324(NAD 83)
 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
 FG1434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1434.See file dsdata.pdf to determine how the superseded data were derived.
 FG1434
 FG1434_MARKER: DB = BENCH MARK DISK
 FG1434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1434_STAMPING: L 141 1935
 FG1434_MARK LOGO: CGS
 FG1434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1434+STABILITY: SURFACE MOTION
 FG1434_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FG1434+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2014
 FG1434
 FG1434  HISTORY     - Date     Condition        Report By
 FG1434  HISTORY     - 1935     MONUMENTED       CGS
 FG1434  HISTORY     - 1959     GOOD             CGS
 FG1434  HISTORY     - 20140717 GOOD             ARHD
 FG1434
 FG1434                          STATION DESCRIPTION
 FG1434
 FG1434'DESCRIBED BY COAST AND 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.
 FG1434
 FG1434                          STATION RECOVERY (2014)
 FG1434
 FG1434'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (WDA)
 FG1434'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1454 ***********************************************************************
 FG1454  DESIGNATION -  L 142
 FG1454  PID         -  FG1454
 FG1454  STATE/COUNTY-  AR/NEWTON
 FG1454  COUNTRY     -  US
 FG1454  USGS QUAD   -  BOSTON (2017)
 FG1454
 FG1454                         *CURRENT SURVEY CONTROL
 FG1454  ______________________________________________________________________
 FG1454* NAD 83(1986) POSITION- 35 45 09.     (N) 093 30 01.     (W)   SCALED
 FG1454* NAVD 88 ORTHO HEIGHT -   444.599 (meters)     1458.66  (feet) ADJUSTED
 FG1454  ______________________________________________________________________
 FG1454  GEOID HEIGHT    -        -28.122 (meters)                     GEOID18
 FG1454  DYNAMIC HEIGHT  -        444.164 (meters)     1457.23  (feet) COMP
 FG1454  MODELED GRAVITY -    979,643.0   (mgal)                       NAVD 88
 FG1454
 FG1454  VERT ORDER      -  SECOND    CLASS 0
 FG1454
 FG1454.The horizontal coordinates were scaled from a map and have
 FG1454.an estimated accuracy of +/- 6 seconds.
 FG1454
 FG1454.The orthometric height was determined by differential leveling and
 FG1454.adjusted by the NATIONAL GEODETIC SURVEY
 FG1454.in June 1991.
 FG1454
 FG1454.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1454.GEOID18 height accuracy estimate available here.
 FG1454
 FG1454.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV547566(NAD 83)
 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
 FG1454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1454.See file dsdata.pdf to determine how the superseded data were derived.
 FG1454
 FG1454_MARKER: DB = BENCH MARK DISK
 FG1454_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG1454_STAMPING: L 142 1935
 FG1454_MARK LOGO: CGS
 FG1454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1377 ***********************************************************************
 FG1377  DESIGNATION -  L 143
 FG1377  PID         -  FG1377
 FG1377  STATE/COUNTY-  AR/MADISON
 FG1377  COUNTRY     -  US
 FG1377  USGS QUAD   -  DELANEY (2017)
 FG1377
 FG1377                         *CURRENT SURVEY CONTROL
 FG1377  ______________________________________________________________________
 FG1377* NAD 83(1986) POSITION- 35 49 24.     (N) 093 56 07.     (W)   SCALED
 FG1377* NAVD 88 ORTHO HEIGHT -   508.703 (meters)     1668.97  (feet) ADJUSTED
 FG1377  ______________________________________________________________________
 FG1377  GEOID HEIGHT    -        -28.060 (meters)                     GEOID18
 FG1377  DYNAMIC HEIGHT  -        508.216 (meters)     1667.37  (feet) COMP
 FG1377  MODELED GRAVITY -    979,660.7   (mgal)                       NAVD 88
 FG1377
 FG1377  VERT ORDER      -  SECOND    CLASS 0
 FG1377
 FG1377.The horizontal coordinates were scaled from a map and have
 FG1377.an estimated accuracy of +/- 6 seconds.
 FG1377
 FG1377.The orthometric height was determined by differential leveling and
 FG1377.adjusted by the NATIONAL GEODETIC SURVEY
 FG1377.in June 1991.
 FG1377
 FG1377.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1377.GEOID18 height accuracy estimate available here.
 FG1377
 FG1377.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV155647(NAD 83)
 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
 FG1377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1377.See file dsdata.pdf to determine how the superseded data were derived.
 FG1377
 FG1377_MARKER: DB = BENCH MARK DISK
 FG1377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1377_STAMPING: L 143 1935
 FG1377_MARK LOGO: CGS
 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             CGS
 FG1377
 FG1377                          STATION DESCRIPTION
 FG1377
 FG1377'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FH0071 ***********************************************************************
 FH0071  DESIGNATION -  L 144
 FH0071  PID         -  FH0071
 FH0071  STATE/COUNTY-  AR/WASHINGTON
 FH0071  COUNTRY     -  US
 FH0071  USGS QUAD   -  SULPHUR CITY (2017)
 FH0071
 FH0071                         *CURRENT SURVEY CONTROL
 FH0071  ______________________________________________________________________
 FH0071* NAD 83(1986) POSITION- 35 55 27.     (N) 094 03 14.     (W)   SCALED
 FH0071* NAVD 88 ORTHO HEIGHT -   405.940 (meters)     1331.82  (feet) ADJUSTED
 FH0071  ______________________________________________________________________
 FH0071  GEOID HEIGHT    -        -28.026 (meters)                     GEOID18
 FH0071  DYNAMIC HEIGHT  -        405.566 (meters)     1330.59  (feet) COMP
 FH0071  MODELED GRAVITY -    979,700.5   (mgal)                       NAVD 88
 FH0071
 FH0071  VERT ORDER      -  SECOND    CLASS 0
 FH0071
 FH0071.The horizontal coordinates were scaled from a map and have
 FH0071.an estimated accuracy of +/- 6 seconds.
 FH0071
 FH0071.The orthometric height was determined by differential leveling and
 FH0071.adjusted by the NATIONAL GEODETIC SURVEY
 FH0071.in June 1991.
 FH0071
 FH0071.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0071.GEOID18 height accuracy estimate available here.
 FH0071
 FH0071.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV049760(NAD 83)
 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
 FH0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0071.See file dsdata.pdf to determine how the superseded data were derived.
 FH0071
 FH0071_MARKER: DB = BENCH MARK DISK
 FH0071_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FH0071_STAMPING: L 144 1935
 FH0071_MARK LOGO: CGS
 FH0071_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0071
 FH0071  HISTORY     - Date     Condition        Report By
 FH0071  HISTORY     - 1935     MONUMENTED       CGS
 FH0071  HISTORY     - 1960     MARK NOT FOUND   CGS
 FH0071
 FH0071                          STATION DESCRIPTION
 FH0071
 FH0071'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 GF0510 ***********************************************************************
 GF0510  DESIGNATION -  L 145
 GF0510  PID         -  GF0510
 GF0510  STATE/COUNTY-  AR/MADISON
 GF0510  COUNTRY     -  US
 GF0510  USGS QUAD   -  KINGSTON (2017)
 GF0510
 GF0510                         *CURRENT SURVEY CONTROL
 GF0510  ______________________________________________________________________
 GF0510* NAD 83(1986) POSITION- 36 03 59.5    (N) 093 32 19.4    (W)   HD_HELD2
 GF0510* NAVD 88 ORTHO HEIGHT -   413.848 (meters)     1357.77  (feet) ADJUSTED
 GF0510  ______________________________________________________________________
 GF0510  GEOID HEIGHT    -        -27.962 (meters)                     GEOID18
 GF0510  DYNAMIC HEIGHT  -        413.468 (meters)     1356.52  (feet) COMP
 GF0510  MODELED GRAVITY -    979,702.4   (mgal)                       NAVD 88
 GF0510
 GF0510  VERT ORDER      -  SECOND    CLASS 0
 GF0510
 GF0510.The horizontal coordinates were established by autonomous hand held GPS
 GF0510.observations and have an estimated accuracy of +/- 10 meters.
 GF0510
 GF0510.The orthometric height was determined by differential leveling and
 GF0510.adjusted by the NATIONAL GEODETIC SURVEY
 GF0510.in June 1991.
 GF0510
 GF0510.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0510.GEOID18 height accuracy estimate available here.
 GF0510
 GF0510.Click photographs - Photos may exist for this station.
 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     -   193,370.      261,389.      MT  (+/- 10 meters HH2 GPS)
 GF0510
 GF0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV5148691461(NAD 83)
 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
 GF0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0510.See file dsdata.pdf to determine how the superseded data were derived.
 GF0510
 GF0510_MARKER: DB = BENCH MARK DISK
 GF0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0510_STAMPING: L 145 1935
 GF0510_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0145 ***********************************************************************
 GF0145  DESIGNATION -  L 146
 GF0145  PID         -  GF0145
 GF0145  STATE/COUNTY-  AR/SEARCY
 GF0145  COUNTRY     -  US
 GF0145  USGS QUAD   -  SAINT JOE (2017)
 GF0145
 GF0145                         *CURRENT SURVEY CONTROL
 GF0145  ______________________________________________________________________
 GF0145* NAD 83(1986) POSITION- 36 00 41.     (N) 092 50 33.     (W)   SCALED
 GF0145* NAVD 88 ORTHO HEIGHT -   291.893 (meters)      957.65  (feet) ADJUSTED
 GF0145  ______________________________________________________________________
 GF0145  GEOID HEIGHT    -        -28.327 (meters)                     GEOID18
 GF0145  DYNAMIC HEIGHT  -        291.629 (meters)      956.79  (feet) COMP
 GF0145  MODELED GRAVITY -    979,719.8   (mgal)                       NAVD 88
 GF0145
 GF0145  VERT ORDER      -  SECOND    CLASS 0
 GF0145
 GF0145.The horizontal coordinates were scaled from a map and have
 GF0145.an estimated accuracy of +/- 6 seconds.
 GF0145
 GF0145.The orthometric height was determined by differential leveling and
 GF0145.adjusted by the NATIONAL GEODETIC SURVEY
 GF0145.in June 1991.
 GF0145
 GF0145.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0145.GEOID18 height accuracy estimate available here.
 GF0145
 GF0145.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV141852(NAD 83)
 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
 GF0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0145.See file dsdata.pdf to determine how the superseded data were derived.
 GF0145
 GF0145_MARKER: DB = BENCH MARK DISK
 GF0145_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GF0145_STAMPING: L 146 1935
 GF0145_MARK LOGO: CGS
 GF0145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0145
 GF0145  HISTORY     - Date     Condition        Report By
 GF0145  HISTORY     - 1935     MONUMENTED       CGS
 GF0145  HISTORY     - 20150312 MARK NOT FOUND   ARHD
 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.
 GF0145
 GF0145                          STATION RECOVERY (2015)
 GF0145
 GF0145'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (BAB)
 GF0145'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0596 ***********************************************************************
 FG0596  DESIGNATION -  L 149
 FG0596  PID         -  FG0596
 FG0596  STATE/COUNTY-  AR/SEARCY
 FG0596  COUNTRY     -  US
 FG0596  USGS QUAD   -  SNOWBALL (2017)
 FG0596
 FG0596                         *CURRENT SURVEY CONTROL
 FG0596  ______________________________________________________________________
 FG0596* NAD 83(1986) POSITION- 35 53 26.51   (N) 092 49 29.66   (W)   HD_HELD1
 FG0596* NAVD 88 ORTHO HEIGHT -   237.975 (meters)      780.76  (feet) ADJUSTED
 FG0596  ______________________________________________________________________
 FG0596  GEOID HEIGHT    -        -28.165 (meters)                     GEOID18
 FG0596  DYNAMIC HEIGHT  -        237.758 (meters)      780.04  (feet) COMP
 FG0596  MODELED GRAVITY -    979,717.0   (mgal)                       NAVD 88
 FG0596
 FG0596  VERT ORDER      -  SECOND    CLASS I
 FG0596
 FG0596.The horizontal coordinates were determined by differentially corrected
 FG0596.hand held GPS observations or other comparable positioning techniques
 FG0596.and have an estimated accuracy of +/- 3 meters.
 FG0596
 FG0596.The orthometric height was determined by differential leveling and
 FG0596.adjusted by the NATIONAL GEODETIC SURVEY
 FG0596.in June 1991.
 FG0596
 FG0596.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0596.GEOID18 height accuracy estimate available here.
 FG0596
 FG0596.Click photographs - Photos may exist for this station.
 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     -   173,090.1     325,525.6     MT  (+/- 3 meters HH1 GPS) 
 FG0596
 FG0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV1580271839(NAD 83)
 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
 FG0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0596.See file dsdata.pdf to determine how the superseded data were derived.
 FG0596
 FG0596_MARKER: DB = BENCH MARK DISK
 FG0596_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0596_STAMPING: L 149 1935
 FG0596_MARK LOGO: CGS
 FG0596_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0596_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FG0596+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2015
 FG0596
 FG0596  HISTORY     - Date     Condition        Report By
 FG0596  HISTORY     - 1935     MONUMENTED       CGS
 FG0596  HISTORY     - 1935     GOOD             CGS
 FG0596  HISTORY     - 20150303 GOOD             ARHD
 FG0596
 FG0596                          STATION DESCRIPTION
 FG0596
 FG0596'DESCRIBED BY COAST AND 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.
 FG0596
 FG0596                          STATION RECOVERY (2015)
 FG0596
 FG0596'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 FG0596'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1475 ***********************************************************************
 EH1475  DESIGNATION -  L 15 3
 EH1475  PID         -  EH1475
 EH1475  STATE/COUNTY-  AR/MONROE
 EH1475  COUNTRY     -  US
 EH1475  USGS QUAD   -  TURNER (2017)
 EH1475
 EH1475                         *CURRENT SURVEY CONTROL
 EH1475  ______________________________________________________________________
 EH1475* NAD 83(1986) POSITION- 34 23 48.     (N) 091 04 51.     (W)   SCALED
 EH1475* NAVD 88 ORTHO HEIGHT -    47.621 (meters)      156.24  (feet) ADJUSTED
 EH1475  ______________________________________________________________________
 EH1475  GEOID HEIGHT    -        -26.787 (meters)                     GEOID18
 EH1475  DYNAMIC HEIGHT  -         47.575 (meters)      156.09  (feet) COMP
 EH1475  MODELED GRAVITY -    979,665.1   (mgal)                       NAVD 88
 EH1475
 EH1475  VERT ORDER      -  SECOND    CLASS 0
 EH1475
 EH1475.The horizontal coordinates were scaled from a map and have
 EH1475.an estimated accuracy of +/- 6 seconds.
 EH1475
 EH1475.The orthometric height was determined by differential leveling and
 EH1475.adjusted by the NATIONAL GEODETIC SURVEY
 EH1475.in August 1993.
 EH1475
 EH1475.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1475.GEOID18 height accuracy estimate available here.
 EH1475
 EH1475.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU764078(NAD 83)
 EH1475
 EH1475                          SUPERSEDED SURVEY CONTROL
 EH1475
 EH1475  NAVD 88 (06/15/91)   47.605  (m)          156.18   (f) SUPERSEDED  2 0
 EH1475  NGVD 29 (11/26/84)   47.650  (m)          156.33   (f) ADJUSTED    2 0
 EH1475
 EH1475.Superseded values are not recommended for survey control.
 EH1475
 EH1475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1475.See file dsdata.pdf to determine how the superseded data were derived.
 EH1475
 EH1475_MARKER: DD = SURVEY DISK
 EH1475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1475_STAMPING: L 15 3 B.M.
 EH1475_MARK LOGO: USACE
 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       USACE
 EH1475  HISTORY     - 1965     MARK NOT FOUND   USGS
 EH1475
 EH1475                          STATION DESCRIPTION
 EH1475
 EH1475'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1467 ***********************************************************************
 EH1467  DESIGNATION -  L 15 70
 EH1467  PID         -  EH1467
 EH1467  STATE/COUNTY-  AR/ARKANSAS
 EH1467  COUNTRY     -  US
 EH1467  USGS QUAD   -  CROCKETTS BLUFF (2017)
 EH1467
 EH1467                         *CURRENT SURVEY CONTROL
 EH1467  ______________________________________________________________________
 EH1467* NAD 83(1986) POSITION- 34 22 40.     (N) 091 07 52.     (W)   SCALED
 EH1467* NAVD 88 ORTHO HEIGHT -    60.500 (meters)      198.49  (feet) ADJUSTED
 EH1467  ______________________________________________________________________
 EH1467  GEOID HEIGHT    -        -26.724 (meters)                     GEOID18
 EH1467  DYNAMIC HEIGHT  -         60.441 (meters)      198.30  (feet) COMP
 EH1467  MODELED GRAVITY -    979,665.1   (mgal)                       NAVD 88
 EH1467
 EH1467  VERT ORDER      -  FIRST     CLASS II
 EH1467
 EH1467.The horizontal coordinates were scaled from a map and have
 EH1467.an estimated accuracy of +/- 6 seconds.
 EH1467
 EH1467.The orthometric height was determined by differential leveling and
 EH1467.adjusted by the NATIONAL GEODETIC SURVEY
 EH1467.in August 1993.
 EH1467
 EH1467.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1467.GEOID18 height accuracy estimate available here.
 EH1467
 EH1467.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU718056(NAD 83)
 EH1467
 EH1467                          SUPERSEDED SURVEY CONTROL
 EH1467
 EH1467  NAVD 88 (06/15/91)   60.480  (m)          198.42   (f) SUPERSEDED  1 2
 EH1467  NGVD 29 (11/26/84)   60.527  (m)          198.58   (f) ADJUSTED    1 2
 EH1467
 EH1467.Superseded values are not recommended for survey control.
 EH1467
 EH1467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1467.See file dsdata.pdf to determine how the superseded data were derived.
 EH1467
 EH1467_MARKER: DD = SURVEY DISK
 EH1467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1467_STAMPING: L 15 70
 EH1467_MARK LOGO: USACE
 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       USACE
 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'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 = MARCH 20, 2026 22:17:28 EDT
 FG0624 ***********************************************************************
 FG0624  DESIGNATION -  L 150
 FG0624  PID         -  FG0624
 FG0624  STATE/COUNTY-  AR/SEARCY
 FG0624  COUNTRY     -  US
 FG0624  USGS QUAD   -  HARRIET (2017)
 FG0624
 FG0624                         *CURRENT SURVEY CONTROL
 FG0624  ______________________________________________________________________
 FG0624* NAD 83(1986) POSITION- 35 54 56.     (N) 092 36 38.     (W)   SCALED
 FG0624* NAVD 88 ORTHO HEIGHT -   346.555 (meters)     1136.99  (feet) ADJUSTED
 FG0624  ______________________________________________________________________
 FG0624  GEOID HEIGHT    -        -28.103 (meters)                     GEOID18
 FG0624  DYNAMIC HEIGHT  -        346.237 (meters)     1135.95  (feet) COMP
 FG0624  MODELED GRAVITY -    979,706.3   (mgal)                       NAVD 88
 FG0624
 FG0624  VERT ORDER      -  SECOND    CLASS 0
 FG0624
 FG0624.The horizontal coordinates were scaled from a map and have
 FG0624.an estimated accuracy of +/- 6 seconds.
 FG0624
 FG0624.The orthometric height was determined by differential leveling and
 FG0624.adjusted by the NATIONAL GEODETIC SURVEY
 FG0624.in June 1991.
 FG0624
 FG0624.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0624.GEOID18 height accuracy estimate available here.
 FG0624
 FG0624.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV351746(NAD 83)
 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
 FG0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0624.See file dsdata.pdf to determine how the superseded data were derived.
 FG0624
 FG0624_MARKER: DB = BENCH MARK DISK
 FG0624_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0624_STAMPING: L 150 1935
 FG0624_MARK LOGO: CGS
 FG0624_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1231 ***********************************************************************
 EJ1231  DESIGNATION -  L 151
 EJ1231  PID         -  EJ1231
 EJ1231  STATE/COUNTY-  AR/CLARK
 EJ1231  COUNTRY     -  US
 EJ1231  USGS QUAD   -  HOLLYWOOD (2017)
 EJ1231
 EJ1231                         *CURRENT SURVEY CONTROL
 EJ1231  ______________________________________________________________________
 EJ1231* NAD 83(1986) POSITION- 34 02 05.     (N) 093 13 19.     (W)   SCALED
 EJ1231* NAVD 88 ORTHO HEIGHT -    67.467 (meters)      221.35  (feet) ADJUSTED
 EJ1231  ______________________________________________________________________
 EJ1231  GEOID HEIGHT    -        -26.909 (meters)                     GEOID18
 EJ1231  DYNAMIC HEIGHT  -         67.399 (meters)      221.12  (feet) COMP
 EJ1231  MODELED GRAVITY -    979,628.1   (mgal)                       NAVD 88
 EJ1231
 EJ1231  VERT ORDER      -  SECOND    CLASS 0
 EJ1231
 EJ1231.The horizontal coordinates were scaled from a map and have
 EJ1231.an estimated accuracy of +/- 6 seconds.
 EJ1231
 EJ1231.The orthometric height was determined by differential leveling and
 EJ1231.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1231.in June 1991.
 EJ1231
 EJ1231.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1231.GEOID18 height accuracy estimate available here.
 EJ1231
 EJ1231.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT795660(NAD 83)
 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
 EJ1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1231.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1231
 EJ1231_MARKER: DB = BENCH MARK DISK
 EJ1231_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ1231_STAMPING: L 151 1935
 EJ1231_MARK LOGO: CGS
 EJ1231_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1231
 EJ1231  HISTORY     - Date     Condition        Report By
 EJ1231  HISTORY     - 1935     MONUMENTED       CGS
 EJ1231  HISTORY     - 1962     GOOD             CGS
 EJ1231  HISTORY     - 1964     GOOD             CGS
 EJ1231  HISTORY     - 20050201 MARK NOT FOUND   ARHD
 EJ1231
 EJ1231                          STATION DESCRIPTION
 EJ1231
 EJ1231'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1964
 EJ1231'RECOVERED IN GOOD CONDITION.
 EJ1231
 EJ1231                          STATION RECOVERY (2005)
 EJ1231
 EJ1231'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2005 (MSK)
 EJ1231'MARK NOT FOUND
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0806 ***********************************************************************
 FG0806  DESIGNATION -  L 156
 FG0806  PID         -  FG0806
 FG0806  STATE/COUNTY-  AR/NEWTON
 FG0806  COUNTRY     -  US
 FG0806  USGS QUAD   -  BOXLEY (2017)
 FG0806
 FG0806                         *CURRENT SURVEY CONTROL
 FG0806  ______________________________________________________________________
 FG0806* NAD 83(1986) POSITION- 35 53 22.     (N) 093 22 51.     (W)   SCALED
 FG0806* NAVD 88 ORTHO HEIGHT -   689.174 (meters)     2261.07  (feet) ADJUSTED
 FG0806  ______________________________________________________________________
 FG0806  GEOID HEIGHT    -        -27.950 (meters)                     GEOID18
 FG0806  DYNAMIC HEIGHT  -        688.506 (meters)     2258.87  (feet) COMP
 FG0806  MODELED GRAVITY -    979,639.8   (mgal)                       NAVD 88
 FG0806
 FG0806  VERT ORDER      -  SECOND    CLASS 0
 FG0806
 FG0806.The horizontal coordinates were scaled from a map and have
 FG0806.an estimated accuracy of +/- 6 seconds.
 FG0806
 FG0806.The orthometric height was determined by differential leveling and
 FG0806.adjusted by the NATIONAL GEODETIC SURVEY
 FG0806.in June 1991.
 FG0806
 FG0806.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0806.GEOID18 height accuracy estimate available here.
 FG0806
 FG0806.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV656717(NAD 83)
 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
 FG0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0806.See file dsdata.pdf to determine how the superseded data were derived.
 FG0806
 FG0806_MARKER: DB = BENCH MARK DISK
 FG0806_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0806_STAMPING: L 156 1935
 FG0806_MARK LOGO: CGS
 FG0806_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0806
 FG0806  HISTORY     - Date     Condition        Report By
 FG0806  HISTORY     - 1935     MONUMENTED       CGS
 FG0806  HISTORY     - 20160608 MARK NOT FOUND   ARHD
 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.
 FG0806
 FG0806                          STATION RECOVERY (2016)
 FG0806
 FG0806'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (BAB)
 FG0806'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0557 ***********************************************************************
 GF0557  DESIGNATION -  L 157
 GF0557  PID         -  GF0557
 GF0557  STATE/COUNTY-  AR/CARROLL
 GF0557  COUNTRY     -  US
 GF0557  USGS QUAD   -  BERRYVILLE (2017)
 GF0557
 GF0557                         *CURRENT SURVEY CONTROL
 GF0557  ______________________________________________________________________
 GF0557* NAD 83(1986) POSITION- 36 16 33.     (N) 093 37 17.     (W)   SCALED
 GF0557* NAVD 88 ORTHO HEIGHT -   427.060 (meters)     1401.11  (feet) ADJUSTED
 GF0557  ______________________________________________________________________
 GF0557  GEOID HEIGHT    -        -28.164 (meters)                     GEOID18
 GF0557  DYNAMIC HEIGHT  -        426.674 (meters)     1399.85  (feet) COMP
 GF0557  MODELED GRAVITY -    979,716.2   (mgal)                       NAVD 88
 GF0557
 GF0557  VERT ORDER      -  SECOND    CLASS 0
 GF0557
 GF0557.The horizontal coordinates were scaled from a map and have
 GF0557.an estimated accuracy of +/- 6 seconds.
 GF0557
 GF0557.The orthometric height was determined by differential leveling and
 GF0557.adjusted by the NATIONAL GEODETIC SURVEY
 GF0557.in June 1991.
 GF0557
 GF0557.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0557.GEOID18 height accuracy estimate available here.
 GF0557
 GF0557.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA441147(NAD 83)
 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
 GF0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0557.See file dsdata.pdf to determine how the superseded data were derived.
 GF0557
 GF0557_MARKER: DB = BENCH MARK DISK
 GF0557_SETTING: 80 = SET IN A BOULDER
 GF0557_STAMPING: L 157 1935
 GF0557_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0387 ***********************************************************************
 GF0387  DESIGNATION -  L 159 RESET
 GF0387  PID         -  GF0387
 GF0387  STATE/COUNTY-  AR/BOONE
 GF0387  COUNTRY     -  US
 GF0387  USGS QUAD   -  GAITHER (2017)
 GF0387
 GF0387                         *CURRENT SURVEY CONTROL
 GF0387  ______________________________________________________________________
 GF0387* NAD 83(1986) POSITION- 36 11 22.     (N) 093 11 46.     (W)   SCALED
 GF0387* NAVD 88 ORTHO HEIGHT -   489.01  (meters)     1604.4   (feet) RESET
 GF0387  ______________________________________________________________________
 GF0387  GEOID HEIGHT    -        -28.151 (meters)                     GEOID18
 GF0387  VERT ORDER      -  THIRD
 GF0387
 GF0387.The horizontal coordinates were scaled from a map and have
 GF0387.an estimated accuracy of +/- 6 seconds.
 GF0387
 GF0387.The orthometric height was computed from unverified reset data.
 GF0387
 GF0387.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0387.GEOID18 height accuracy estimate available here.
 GF0387
 GF0387.Click photographs - Photos may exist for this station.
 GF0387
 GF0387;                    North         East    Units  Estimated Accuracy
 GF0387;SPC AR N     -   206,580.      292,420.      MT  (+/- 180 meters Scaled)
 GF0387
 GF0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA823049(NAD 83)
 GF0387
 GF0387                          SUPERSEDED SURVEY CONTROL
 GF0387
 GF0387.No superseded survey control is available for this station.
 GF0387
 GF0387_MARKER: DB = BENCH MARK DISK
 GF0387_SETTING: 66 = SET IN ROCK OUTCROP
 GF0387_STAMPING: L 159 RESET 1959
 GF0387_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1198 ***********************************************************************
 FF1198  DESIGNATION -  L 16
 FF1198  PID         -  FF1198
 FF1198  STATE/COUNTY-  AR/JACKSON
 FF1198  COUNTRY     -  US
 FF1198  USGS QUAD   -  TUPELO (2017)
 FF1198
 FF1198                         *CURRENT SURVEY CONTROL
 FF1198  ______________________________________________________________________
 FF1198* NAD 83(1986) POSITION- 35 29 03.     (N) 091 09 39.     (W)   SCALED
 FF1198* NAVD 88 ORTHO HEIGHT -    67.575 (meters)      221.70  (feet) ADJUSTED
 FF1198  ______________________________________________________________________
 FF1198  GEOID HEIGHT    -        -27.465 (meters)                     GEOID18
 FF1198  DYNAMIC HEIGHT  -         67.515 (meters)      221.51  (feet) COMP
 FF1198  MODELED GRAVITY -    979,759.1   (mgal)                       NAVD 88
 FF1198
 FF1198  VERT ORDER      -  SECOND    CLASS 0
 FF1198
 FF1198.The horizontal coordinates were scaled from a map and have
 FF1198.an estimated accuracy of +/- 6 seconds.
 FF1198
 FF1198.The orthometric height was determined by differential leveling and
 FF1198.adjusted by the NATIONAL GEODETIC SURVEY
 FF1198.in June 1991.
 FF1198
 FF1198.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1198.GEOID18 height accuracy estimate available here.
 FF1198
 FF1198.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV668282(NAD 83)
 FF1198
 FF1198                          SUPERSEDED SURVEY CONTROL
 FF1198
 FF1198  NGVD 29 (11/26/84)   67.516  (m)          221.51   (f) ADJUSTED    2 0
 FF1198
 FF1198.Superseded values are not recommended for survey control.
 FF1198
 FF1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1198.See file dsdata.pdf to determine how the superseded data were derived.
 FF1198
 FF1198_MARKER: DB = BENCH MARK DISK
 FF1198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1198_STAMPING: 221.496 L 16 1932
 FF1198_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1063 ***********************************************************************
 EJ1063  DESIGNATION -  L 161
 EJ1063  PID         -  EJ1063
 EJ1063  STATE/COUNTY-  AR/GARLAND
 EJ1063  COUNTRY     -  US
 EJ1063  USGS QUAD   -  MOUNTAIN PINE (2017)
 EJ1063
 EJ1063                         *CURRENT SURVEY CONTROL
 EJ1063  ______________________________________________________________________
 EJ1063* NAD 83(1986) POSITION- 34 34 46.     (N) 093 12 02.     (W)   SCALED
 EJ1063* NAVD 88 ORTHO HEIGHT -   127.044 (meters)      416.81  (feet) ADJUSTED
 EJ1063  ______________________________________________________________________
 EJ1063  GEOID HEIGHT    -        -27.757 (meters)                     GEOID18
 EJ1063  DYNAMIC HEIGHT  -        126.918 (meters)      416.40  (feet) COMP
 EJ1063  MODELED GRAVITY -    979,648.0   (mgal)                       NAVD 88
 EJ1063
 EJ1063  VERT ORDER      -  SECOND    CLASS 0
 EJ1063
 EJ1063.The horizontal coordinates were scaled from a map and have
 EJ1063.an estimated accuracy of +/- 6 seconds.
 EJ1063
 EJ1063.The orthometric height was determined by differential leveling and
 EJ1063.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1063.in June 1991.
 EJ1063
 EJ1063.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1063.GEOID18 height accuracy estimate available here.
 EJ1063
 EJ1063.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU816264(NAD 83)
 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
 EJ1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1063.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1063
 EJ1063_MARKER: DB = BENCH MARK DISK
 EJ1063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1063_STAMPING: L 161 1935
 EJ1063_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1077 ***********************************************************************
 EJ1077  DESIGNATION -  L 162
 EJ1077  PID         -  EJ1077
 EJ1077  STATE/COUNTY-  AR/GARLAND
 EJ1077  COUNTRY     -  US
 EJ1077  USGS QUAD   -  CRYSTAL SPRINGS (2017)
 EJ1077
 EJ1077                         *CURRENT SURVEY CONTROL
 EJ1077  ______________________________________________________________________
 EJ1077* NAD 83(1986) POSITION- 34 37 06.     (N) 093 20 19.     (W)   SCALED
 EJ1077* NAVD 88 ORTHO HEIGHT -   189.210 (meters)      620.77  (feet) ADJUSTED
 EJ1077  ______________________________________________________________________
 EJ1077  GEOID HEIGHT    -        -28.167 (meters)                     GEOID18
 EJ1077  DYNAMIC HEIGHT  -        189.022 (meters)      620.15  (feet) COMP
 EJ1077  MODELED GRAVITY -    979,639.2   (mgal)                       NAVD 88
 EJ1077
 EJ1077  VERT ORDER      -  SECOND    CLASS 0
 EJ1077
 EJ1077.The horizontal coordinates were scaled from a map and have
 EJ1077.an estimated accuracy of +/- 6 seconds.
 EJ1077
 EJ1077.The orthometric height was determined by differential leveling and
 EJ1077.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1077.in June 1991.
 EJ1077
 EJ1077.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1077.GEOID18 height accuracy estimate available here.
 EJ1077
 EJ1077.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU689307(NAD 83)
 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
 EJ1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1077.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1077
 EJ1077_MARKER: DB = BENCH MARK DISK
 EJ1077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1077_STAMPING: L 162 1935
 EJ1077_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1369 ***********************************************************************
 FF1369  DESIGNATION -  L 164
 FF1369  PID         -  FF1369
 FF1369  STATE/COUNTY-  AR/WHITE
 FF1369  COUNTRY     -  US
 FF1369  USGS QUAD   -  KENSETT (2017)
 FF1369
 FF1369                         *CURRENT SURVEY CONTROL
 FF1369  ______________________________________________________________________
 FF1369* NAD 83(1986) POSITION- 35 13 45.     (N) 091 43 20.     (W)   SCALED
 FF1369* NAVD 88 ORTHO HEIGHT -    71.765 (meters)      235.45  (feet) ADJUSTED
 FF1369  ______________________________________________________________________
 FF1369  GEOID HEIGHT    -        -27.352 (meters)                     GEOID18
 FF1369  DYNAMIC HEIGHT  -         71.700 (meters)      235.24  (feet) COMP
 FF1369  MODELED GRAVITY -    979,731.3   (mgal)                       NAVD 88
 FF1369
 FF1369  VERT ORDER      -  FIRST     CLASS II
 FF1369
 FF1369.The horizontal coordinates were scaled from a map and have
 FF1369.an estimated accuracy of +/- 6 seconds.
 FF1369
 FF1369.The orthometric height was determined by differential leveling and
 FF1369.adjusted by the NATIONAL GEODETIC SURVEY
 FF1369.in June 1991.
 FF1369
 FF1369.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1369.GEOID18 height accuracy estimate available here.
 FF1369
 FF1369.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU162992(NAD 83)
 FF1369
 FF1369                          SUPERSEDED SURVEY CONTROL
 FF1369
 FF1369  NGVD 29 (11/26/84)   71.722  (m)          235.31   (f) ADJUSTED    1 2
 FF1369
 FF1369.Superseded values are not recommended for survey control.
 FF1369
 FF1369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1369.See file dsdata.pdf to determine how the superseded data were derived.
 FF1369
 FF1369_MARKER: DB = BENCH MARK DISK
 FF1369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1369_STAMPING: L 164 1955
 FF1369_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 DP2416 ***********************************************************************
 DP2416  DESIGNATION -  L 165 RESET
 DP2416  PID         -  DP2416
 DP2416  STATE/COUNTY-  AR/INDEPENDENCE
 DP2416  COUNTRY     -  US
 DP2416  USGS QUAD   -  SULPHUR ROCK (2017)
 DP2416
 DP2416                         *CURRENT SURVEY CONTROL
 DP2416  ______________________________________________________________________
 DP2416* NAD 83(1986) POSITION- 35 49 58.4    (N) 091 35 15.4    (W)   HD_HELD2
 DP2416* NAVD 88 ORTHO HEIGHT -   126.956 (meters)      416.52  (feet) ADJUSTED
 DP2416  ______________________________________________________________________
 DP2416  GEOID HEIGHT    -        -27.688 (meters)                     GEOID18
 DP2416  DYNAMIC HEIGHT  -        126.846 (meters)      416.16  (feet) COMP
 DP2416  MODELED GRAVITY -    979,765.6   (mgal)                       NAVD 88
 DP2416
 DP2416  VERT ORDER      -  SECOND    CLASS I
 DP2416
 DP2416.The horizontal coordinates were established by autonomous hand held GPS
 DP2416.observations and have an estimated accuracy of +/- 10 meters.
 DP2416
 DP2416.The orthometric height was determined by differential leveling and
 DP2416.adjusted by the NATIONAL GEODETIC SURVEY
 DP2416.in October 2014.
 DP2416
 DP2416.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2416.GEOID18 height accuracy estimate available here.
 DP2416
 DP2416.Click photographs - Photos may exist for this station.
 DP2416
 DP2416.The dynamic height is computed by dividing the NAVD 88
 DP2416.geopotential number by the normal gravity value computed on the
 DP2416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2416.degrees latitude (g = 980.6199 gals.).
 DP2416
 DP2416.The modeled gravity was interpolated from observed gravity values.
 DP2416
 DP2416;                    North         East    Units  Estimated Accuracy
 DP2416;SPC AR N     -   166,442.      437,259.      MT  (+/- 10 meters HH2 GPS)
 DP2416
 DP2416_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV2756766334(NAD 83)
 DP2416
 DP2416                          SUPERSEDED SURVEY CONTROL
 DP2416
 DP2416.No superseded survey control is available for this station.
 DP2416
 DP2416_MARKER: DB = BENCH MARK DISK
 DP2416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP2416_STAMPING: L 165 RESET 2012
 DP2416_MARK LOGO: ARHD
 DP2416_PROJECTION: FLUSH
 DP2416_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP2416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP2416+STABILITY: SURFACE MOTION
 DP2416_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2416+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2014
 DP2416
 DP2416  HISTORY     - Date     Condition        Report By
 DP2416  HISTORY     - 20120808 MONUMENTED       ARHD
 DP2416  HISTORY     - 20141112 GOOD             ARHD
 DP2416
 DP2416                          STATION DESCRIPTION
 DP2416
 DP2416'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (JDH)
 DP2416'THE STATION IS LOCATED ABOUT 12.0 KM (7.5 MI) NORTHWEST OF SULPHUR
 DP2416'ROCK, 9.1 KM (5.7 MI) SOUTH-SOUTHEAST OF SANDTOWN AND 8.5 KM (5.3 MI)
 DP2416'NORTHEAST OF BATESVILLE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DP2416'
 DP2416'TO REACH FROM THE INTERSECTION OF HIGHWAY 167 AND HIGHWAY 394E, GO
 DP2416'NORTH ALONG HIGHWAY 167 FOR 2.0 MI (3.2 KM) TO THE STATION ON THE
 DP2416'RIGHT.    IT IS 8.6 M (28.2 FT) EAST OF A POWER POLE, 4.3 M (14.1 FT)
 DP2416'SOUTH OF THE CENTERLINE OF VICTORY LANE AND 3.8 M (12.5 FT) EAST OF A
 DP2416'FENCE CORNER EAST AND SOUTHWEST.
 DP2416
 DP2416                          STATION RECOVERY (2014)
 DP2416
 DP2416'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (JDH)
 DP2416'TO REACH FROM THE INTERSECTION OF US HIGHWAY 167 AND STATE HIGHWAY
 DP2416'394E, GO NORTH ALONG HIGHWAY 167 FOR 2.0 MILES TO VICTORY LANE, TURN
 DP2416'RIGHT ON VICTORY LANE AND GO TO THE END OF IT TO THE STATION ON THE
 DP2416'RIGHT.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GE0613 ***********************************************************************
 GE0613  DESIGNATION -  L 166
 GE0613  PID         -  GE0613
 GE0613  STATE/COUNTY-  AR/SHARP
 GE0613  COUNTRY     -  US
 GE0613  USGS QUAD   -  STUART (2017)
 GE0613
 GE0613                         *CURRENT SURVEY CONTROL
 GE0613  ______________________________________________________________________
 GE0613* NAD 83(1986) POSITION- 36 15 27.     (N) 091 33 53.     (W)   SCALED
 GE0613* NAVD 88 ORTHO HEIGHT -   194.772 (meters)      639.01  (feet) ADJUSTED
 GE0613  ______________________________________________________________________
 GE0613  GEOID HEIGHT    -        -28.280 (meters)                     GEOID18
 GE0613  DYNAMIC HEIGHT  -        194.607 (meters)      638.47  (feet) COMP
 GE0613  MODELED GRAVITY -    979,781.3   (mgal)                       NAVD 88
 GE0613
 GE0613  VERT ORDER      -  SECOND    CLASS 0
 GE0613
 GE0613.The horizontal coordinates were scaled from a map and have
 GE0613.an estimated accuracy of +/- 6 seconds.
 GE0613
 GE0613.The orthometric height was determined by differential leveling and
 GE0613.adjusted by the NATIONAL GEODETIC SURVEY
 GE0613.in June 1991.
 GE0613
 GE0613.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0613.GEOID18 height accuracy estimate available here.
 GE0613
 GE0613.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA289134(NAD 83)
 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
 GE0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0613.See file dsdata.pdf to determine how the superseded data were derived.
 GE0613
 GE0613_MARKER: DB = BENCH MARK DISK
 GE0613_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GE0613_SP_SET: CULVERT HEADWALL
 GE0613_STAMPING: L 166 1955
 GE0613_MARK LOGO: CGS
 GE0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0613+STABILITY: SURFACE MOTION
 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 DEPARTMENT OF TRANSPORTATION 2003 (DFC)
 GE0613'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1199 ***********************************************************************
 EH1199  DESIGNATION -  L 168
 EH1199  PID         -  EH1199
 EH1199  STATE/COUNTY-  AR/MONROE
 EH1199  COUNTRY     -  US
 EH1199  USGS QUAD   -  ROE (2017)
 EH1199
 EH1199                         *CURRENT SURVEY CONTROL
 EH1199  ______________________________________________________________________
 EH1199* NAD 83(1986) POSITION- 34 39 05.     (N) 091 23 40.     (W)   SCALED
 EH1199* NAVD 88 ORTHO HEIGHT -    65.034 (meters)      213.37  (feet) ADJUSTED
 EH1199  ______________________________________________________________________
 EH1199  GEOID HEIGHT    -        -26.796 (meters)                     GEOID18
 EH1199  DYNAMIC HEIGHT  -         64.972 (meters)      213.16  (feet) COMP
 EH1199  MODELED GRAVITY -    979,687.5   (mgal)                       NAVD 88
 EH1199
 EH1199  VERT ORDER      -  FIRST     CLASS II
 EH1199
 EH1199.The horizontal coordinates were scaled from a map and have
 EH1199.an estimated accuracy of +/- 6 seconds.
 EH1199
 EH1199.The orthometric height was determined by differential leveling and
 EH1199.adjusted by the NATIONAL GEODETIC SURVEY
 EH1199.in June 1991.
 EH1199
 EH1199.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1199.GEOID18 height accuracy estimate available here.
 EH1199
 EH1199.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU471355(NAD 83)
 EH1199
 EH1199                          SUPERSEDED SURVEY CONTROL
 EH1199
 EH1199  NGVD 29 (11/26/84)   65.058  (m)          213.44   (f) ADJUSTED    1 2
 EH1199
 EH1199.Superseded values are not recommended for survey control.
 EH1199
 EH1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1199.See file dsdata.pdf to determine how the superseded data were derived.
 EH1199
 EH1199_MARKER: DB = BENCH MARK DISK
 EH1199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1199_STAMPING: L 168 1955
 EH1199_MARK LOGO: CGS
 EH1199_PROJECTION: PROJECTING 8 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1176 ***********************************************************************
 EH1176  DESIGNATION -  L 169
 EH1176  PID         -  EH1176
 EH1176  STATE/COUNTY-  AR/ST FRANCIS
 EH1176  COUNTRY     -  US
 EH1176  USGS QUAD   -  WHEATLEY (2017)
 EH1176
 EH1176                         *CURRENT SURVEY CONTROL
 EH1176  ______________________________________________________________________
 EH1176* NAD 83(1986) POSITION- 34 56 34.     (N) 091 00 14.     (W)   SCALED
 EH1176* NAVD 88 ORTHO HEIGHT -    63.580 (meters)      208.60  (feet) ADJUSTED
 EH1176  ______________________________________________________________________
 EH1176  GEOID HEIGHT    -        -26.852 (meters)                     GEOID18
 EH1176  DYNAMIC HEIGHT  -         63.522 (meters)      208.41  (feet) COMP
 EH1176  MODELED GRAVITY -    979,724.5   (mgal)                       NAVD 88
 EH1176
 EH1176  VERT ORDER      -  FIRST     CLASS II
 EH1176
 EH1176.The horizontal coordinates were scaled from a map and have
 EH1176.an estimated accuracy of +/- 6 seconds.
 EH1176
 EH1176.The orthometric height was determined by differential leveling and
 EH1176.adjusted by the NATIONAL GEODETIC SURVEY
 EH1176.in June 1991.
 EH1176
 EH1176.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1176.GEOID18 height accuracy estimate available here.
 EH1176
 EH1176.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU822685(NAD 83)
 EH1176
 EH1176                          SUPERSEDED SURVEY CONTROL
 EH1176
 EH1176  NGVD 29 (11/26/84)   63.579  (m)          208.59   (f) ADJUSTED    1 2
 EH1176
 EH1176.Superseded values are not recommended for survey control.
 EH1176
 EH1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1176.See file dsdata.pdf to determine how the superseded data were derived.
 EH1176
 EH1176_MARKER: DB = BENCH MARK DISK
 EH1176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1176_STAMPING: L 169 1955
 EH1176_MARK LOGO: CGS
 EH1176_PROJECTION: PROJECTING 8 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0544 ***********************************************************************
 GE0544  DESIGNATION -  L 17
 GE0544  PID         -  GE0544
 GE0544  STATE/COUNTY-  AR/IZARD
 GE0544  COUNTRY     -  US
 GE0544  USGS QUAD   -  MELBOURNE (2017)
 GE0544
 GE0544                         *CURRENT SURVEY CONTROL
 GE0544  ______________________________________________________________________
 GE0544* NAD 83(1986) POSITION- 36 03 34.     (N) 091 54 26.     (W)   SCALED
 GE0544* NAVD 88 ORTHO HEIGHT -   184.219 (meters)      604.39  (feet) ADJUSTED
 GE0544  ______________________________________________________________________
 GE0544  GEOID HEIGHT    -        -27.886 (meters)                     GEOID18
 GE0544  DYNAMIC HEIGHT  -        184.061 (meters)      603.87  (feet) COMP
 GE0544  MODELED GRAVITY -    979,771.9   (mgal)                       NAVD 88
 GE0544
 GE0544  VERT ORDER      -  SECOND    CLASS 0
 GE0544
 GE0544.The horizontal coordinates were scaled from a map and have
 GE0544.an estimated accuracy of +/- 6 seconds.
 GE0544
 GE0544.The orthometric height was determined by differential leveling and
 GE0544.adjusted by the NATIONAL GEODETIC SURVEY
 GE0544.in June 1991.
 GE0544
 GE0544.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0544.GEOID18 height accuracy estimate available here.
 GE0544
 GE0544.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV984910(NAD 83)
 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
 GE0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0544.See file dsdata.pdf to determine how the superseded data were derived.
 GE0544
 GE0544_MARKER: DB = BENCH MARK DISK
 GE0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0544_STAMPING: 604.054 L 17 1932
 GE0544_MARK LOGO: CGS
 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             CGS
 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EH1230 ***********************************************************************
 EH1230  DESIGNATION -  L 170
 EH1230  PID         -  EH1230
 EH1230  STATE/COUNTY-  AR/MONROE
 EH1230  COUNTRY     -  US
 EH1230  USGS QUAD   -  DE VALLS BLUFF SE (2017)
 EH1230
 EH1230                         *CURRENT SURVEY CONTROL
 EH1230  ______________________________________________________________________
 EH1230* NAD 83(1986) POSITION- 34 47 14.9    (N) 091 16 50.6    (W)   HD_HELD2
 EH1230* NAVD 88 ORTHO HEIGHT -    56.173 (meters)      184.29  (feet) ADJUSTED
 EH1230  ______________________________________________________________________
 EH1230  GEOID HEIGHT    -        -26.857 (meters)                     GEOID18
 EH1230  DYNAMIC HEIGHT  -         56.120 (meters)      184.12  (feet) COMP
 EH1230  MODELED GRAVITY -    979,704.1   (mgal)                       NAVD 88
 EH1230
 EH1230  VERT ORDER      -  FIRST     CLASS II
 EH1230
 EH1230.The horizontal coordinates were established by autonomous hand held GPS
 EH1230.observations and have an estimated accuracy of +/- 10 meters.
 EH1230
 EH1230.The orthometric height was determined by differential leveling and
 EH1230.adjusted by the NATIONAL GEODETIC SURVEY
 EH1230.in June 1991.
 EH1230
 EH1230.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1230.GEOID18 height accuracy estimate available here.
 EH1230
 EH1230.Click photographs - Photos may exist for this station.
 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     -   635,463.      465,831.      MT  (+/- 10 meters HH2 GPS)
 EH1230
 EH1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU5729950821(NAD 83)
 EH1230
 EH1230                          SUPERSEDED SURVEY CONTROL
 EH1230
 EH1230  NGVD 29 (11/26/84)   56.184  (m)          184.33   (f) ADJUSTED    1 2
 EH1230
 EH1230.Superseded values are not recommended for survey control.
 EH1230
 EH1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1230.See file dsdata.pdf to determine how the superseded data were derived.
 EH1230
 EH1230_MARKER: DB = BENCH MARK DISK
 EH1230_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EH1230_SP_SET: CULVERT HEADWALL
 EH1230_STAMPING: L 170 1955
 EH1230_MARK LOGO: CGS
 EH1230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1230+STABILITY: SURFACE MOTION
 EH1230_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH1230+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2007
 EH1230
 EH1230  HISTORY     - Date     Condition        Report By
 EH1230  HISTORY     - 1955     MONUMENTED       CGS
 EH1230  HISTORY     - 20030423 GOOD             USACE
 EH1230  HISTORY     - 20070412 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.
 EH1230
 EH1230                          STATION RECOVERY (2007)
 EH1230
 EH1230'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2007 (JMH)
 EH1230'FOUND GOOD AS DESCRIBED.  OLD MILITARY ROAD IS NOW ARK HWY 302.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH0823 ***********************************************************************
 EH0823  DESIGNATION -  L 171
 EH0823  PID         -  EH0823
 EH0823  STATE/COUNTY-  AR/PHILLIPS
 EH0823  COUNTRY     -  US
 EH0823  USGS QUAD   -  LEXA (2017)
 EH0823
 EH0823                         *CURRENT SURVEY CONTROL
 EH0823  ______________________________________________________________________
 EH0823* NAD 83(1986) POSITION- 34 32 58.     (N) 090 52 03.     (W)   SCALED
 EH0823* NAVD 88 ORTHO HEIGHT -    56.134 (meters)      184.17  (feet) ADJUSTED
 EH0823  ______________________________________________________________________
 EH0823  GEOID HEIGHT    -        -26.951 (meters)                     GEOID18
 EH0823  DYNAMIC HEIGHT  -         56.079 (meters)      183.99  (feet) COMP
 EH0823  MODELED GRAVITY -    979,672.2   (mgal)                       NAVD 88
 EH0823
 EH0823  VERT ORDER      -  FIRST     CLASS II
 EH0823
 EH0823.The horizontal coordinates were scaled from a map and have
 EH0823.an estimated accuracy of +/- 6 seconds.
 EH0823
 EH0823.The orthometric height was determined by differential leveling and
 EH0823.adjusted by the NATIONAL GEODETIC SURVEY
 EH0823.in June 1991.
 EH0823
 EH0823.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0823.GEOID18 height accuracy estimate available here.
 EH0823
 EH0823.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU956251(NAD 83)
 EH0823
 EH0823                          SUPERSEDED SURVEY CONTROL
 EH0823
 EH0823  NGVD 29 (11/26/84)   56.168  (m)          184.28   (f) ADJUSTED    1 2
 EH0823
 EH0823.Superseded values are not recommended for survey control.
 EH0823
 EH0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0823.See file dsdata.pdf to determine how the superseded data were derived.
 EH0823
 EH0823_MARKER: DB = BENCH MARK DISK
 EH0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0823_STAMPING: L 171 1956
 EH0823_MARK LOGO: CGS
 EH0823_PROJECTION: PROJECTING 8 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH0901 ***********************************************************************
 EH0901  DESIGNATION -  L 172
 EH0901  PID         -  EH0901
 EH0901  STATE/COUNTY-  AR/PHILLIPS
 EH0901  COUNTRY     -  US
 EH0901  USGS QUAD   -  WEST HELENA (2017)
 EH0901
 EH0901                         *CURRENT SURVEY CONTROL
 EH0901  ______________________________________________________________________
 EH0901* NAD 83(1986) POSITION- 34 33 54.5    (N) 090 40 17.6    (W)   HD_HELD2
 EH0901* NAVD 88 ORTHO HEIGHT -    68.583 (meters)      225.01  (feet) ADJUSTED
 EH0901  ______________________________________________________________________
 EH0901  GEOID HEIGHT    -        -27.009 (meters)                     GEOID18
 EH0901  DYNAMIC HEIGHT  -         68.517 (meters)      224.79  (feet) COMP
 EH0901  MODELED GRAVITY -    979,668.7   (mgal)                       NAVD 88
 EH0901
 EH0901  VERT ORDER      -  FIRST     CLASS II
 EH0901
 EH0901.The horizontal coordinates were established by autonomous hand held GPS
 EH0901.observations and have an estimated accuracy of +/- 10 meters.
 EH0901
 EH0901.The orthometric height was determined by differential leveling and
 EH0901.adjusted by the NATIONAL GEODETIC SURVEY
 EH0901.in June 1991.
 EH0901
 EH0901.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0901.GEOID18 height accuracy estimate available here.
 EH0901
 EH0901.Click photographs - Photos may exist for this station.
 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     -   611,359.      521,901.      MT  (+/- 10 meters HH2 GPS)
 EH0901
 EH0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU1361327283(NAD 83)
 EH0901
 EH0901                          SUPERSEDED SURVEY CONTROL
 EH0901
 EH0901  NGVD 29 (11/26/84)   68.615  (m)          225.11   (f) ADJUSTED    1 2
 EH0901
 EH0901.Superseded values are not recommended for survey control.
 EH0901
 EH0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0901.See file dsdata.pdf to determine how the superseded data were derived.
 EH0901
 EH0901_MARKER: DB = BENCH MARK DISK
 EH0901_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 EH0901_SP_SET: CULVERT HEADWALL
 EH0901_STAMPING: L 172 1956
 EH0901_MARK LOGO: CGS
 EH0901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0901+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0219 ***********************************************************************
 FF0219  DESIGNATION -  L 173
 FF0219  PID         -  FF0219
 FF0219  STATE/COUNTY-  AR/CRITTENDEN
 FF0219  COUNTRY     -  US
 FF0219  USGS QUAD   -  EDMONDSON (2017)
 FF0219
 FF0219                         *CURRENT SURVEY CONTROL
 FF0219  ______________________________________________________________________
 FF0219* NAD 83(1986) POSITION- 35 06 09.     (N) 090 19 58.     (W)   SCALED
 FF0219* NAVD 88 ORTHO HEIGHT -    62.272 (meters)      204.30  (feet) ADJUSTED
 FF0219  ______________________________________________________________________
 FF0219  GEOID HEIGHT    -        -27.202 (meters)                     GEOID18
 FF0219  DYNAMIC HEIGHT  -         62.216 (meters)      204.12  (feet) COMP
 FF0219  MODELED GRAVITY -    979,733.0   (mgal)                       NAVD 88
 FF0219
 FF0219  VERT ORDER      -  FIRST     CLASS II
 FF0219
 FF0219.The horizontal coordinates were scaled from a map and have
 FF0219.an estimated accuracy of +/- 6 seconds.
 FF0219
 FF0219.The orthometric height was determined by differential leveling and
 FF0219.adjusted by the NATIONAL GEODETIC SURVEY
 FF0219.in June 1991.
 FF0219
 FF0219.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0219.GEOID18 height accuracy estimate available here.
 FF0219
 FF0219.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU431876(NAD 83)
 FF0219
 FF0219                          SUPERSEDED SURVEY CONTROL
 FF0219
 FF0219  NGVD 29 (11/26/84)   62.249  (m)          204.23   (f) ADJUSTED    1 2
 FF0219
 FF0219.Superseded values are not recommended for survey control.
 FF0219
 FF0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0219.See file dsdata.pdf to determine how the superseded data were derived.
 FF0219
 FF0219_MARKER: P = PIPE CAP
 FF0219_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF0219_STAMPING: L 173 1956
 FF0219_MARK LOGO: CGS
 FF0219_MAGNETIC: P = MARKER IS A STEEL PIPE
 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 = MARCH 20, 2026 22:17:28 EDT
 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  COUNTRY     -  US
 FF1751  USGS QUAD   -  TYRONZA (2017)
 FF1751
 FF1751                         *CURRENT SURVEY CONTROL
 FF1751  ______________________________________________________________________
 FF1751* NAD 83(2011) POSITION- 35 25 43.32518(N) 090 17 38.91109(W)   ADJUSTED
 FF1751* NAD 83(2011) ELLIP HT-    40.067 (meters)        (06/27/12)   ADJUSTED
 FF1751* NAD 83(2011) EPOCH   -  2010.00
 FF1751* NAVD 88 ORTHO HEIGHT -    67.73  (meters)      222.2   (feet) GPS OBS
 FF1751  ______________________________________________________________________
 FF1751  NAVD 88 orthometric height was determined with geoid model    GEOID03
 FF1751  GEOID HEIGHT    -        -27.623 (meters)                     GEOID03
 FF1751  GEOID HEIGHT    -        -27.582 (meters)                     GEOID18
 FF1751  NAD 83(2011) X  -    -26,710.934 (meters)                     COMP
 FF1751  NAD 83(2011) Y  - -5,202,964.939 (meters)                     COMP
 FF1751  NAD 83(2011) Z  -  3,676,748.278 (meters)                     COMP
 FF1751  LAPLACE CORR    -          0.18  (seconds)                    DEFLEC18
 FF1751
 FF1751  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FF1751  Standards:
 FF1751         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FF1751            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FF1751  -------------------------------------------------------------------
 FF1751  NETWORK    2.05   2.27           0.92   0.73   1.16      0.12738840
 FF1751  -------------------------------------------------------------------
 FF1751  Click here for local accuracies and other accuracy information.
 FF1751
 FF1751.The horizontal coordinates were established by GPS observations
 FF1751.and adjusted by the National Geodetic Survey in June 2012.
 FF1751
 FF1751.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FF1751.been affixed to the stable North American tectonic plate. See 
 FF1751.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FF1751
 FF1751.The horizontal coordinates are valid at the epoch date displayed above
 FF1751.which is a decimal equivalence of Year/Month/Day.
 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.
 FF1751
 FF1751.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1751.GEOID18 height accuracy estimate available here.
 FF1751
 FF1751.Click photographs - Photos may exist for this station.
 FF1751
 FF1751.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF1751
 FF1751.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1751
 FF1751.The ellipsoidal height was determined by GPS observations
 FF1751.and is referenced to NAD 83.
 FF1751
 FF1751. The following values were computed from the NAD 83(2011) position.
 FF1751
 FF1751;                    North         East     Units Scale Factor Converg.
 FF1751;SPC AR N     -   122,863.282   554,891.003   MT  0.99993960   +0 59 33.5
 FF1751;SPC AR N     -   403,093.95  1,820,504.90   sFT  0.99993960   +0 59 33.5
 FF1751;UTM  15      - 3,923,950.088   745,649.510   MT  1.00034371   +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   1.00034371  =   1.00033742
 FF1751
 FF1751_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV4564923950(NAD 83)
 FF1751
 FF1751                          SUPERSEDED SURVEY CONTROL
 FF1751
 FF1751  NAD 83(2007)-  35 25 43.32522(N)    090 17 38.91211(W) AD(2002.00) 0
 FF1751  ELLIP H (02/10/07)   40.095  (m)                       GP(2002.00)    
 FF1751  NAD 83(1997)-  35 25 43.32506(N)    090 17 38.91187(W) AD(       ) 1
 FF1751  ELLIP H (05/31/05)   40.081  (m)                       GP(       ) 4 2
 FF1751  NAVD 88 (01/31/95)   67.639  (m)          221.91   (f) ADJUSTED    1 2
 FF1751  NGVD 29 (??/??/??)   67.59   (m)          221.8    (f) RESET       3  
 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
 FF1751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1751.See file dsdata.pdf to determine how the superseded data were derived.
 FF1751
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1173 ***********************************************************************
 FF1173  DESIGNATION -  L 175
 FF1173  PID         -  FF1173
 FF1173  STATE/COUNTY-  AR/CROSS
 FF1173  COUNTRY     -  US
 FF1173  USGS QUAD   -  FAIR OAKS (2017)
 FF1173
 FF1173                         *CURRENT SURVEY CONTROL
 FF1173  ______________________________________________________________________
 FF1173* NAD 83(1986) POSITION- 35 14 30.     (N) 091 00 48.     (W)   SCALED
 FF1173* NAVD 88 ORTHO HEIGHT -    66.486 (meters)      218.13  (feet) ADJUSTED
 FF1173  ______________________________________________________________________
 FF1173  GEOID HEIGHT    -        -27.239 (meters)                     GEOID18
 FF1173  DYNAMIC HEIGHT  -         66.427 (meters)      217.94  (feet) COMP
 FF1173  MODELED GRAVITY -    979,737.6   (mgal)                       NAVD 88
 FF1173
 FF1173  VERT ORDER      -  FIRST     CLASS II
 FF1173
 FF1173.The horizontal coordinates were scaled from a map and have
 FF1173.an estimated accuracy of +/- 6 seconds.
 FF1173
 FF1173.The orthometric height was determined by differential leveling and
 FF1173.adjusted by the NATIONAL GEODETIC SURVEY
 FF1173.in June 1991.
 FF1173
 FF1173.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1173.GEOID18 height accuracy estimate available here.
 FF1173
 FF1173.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV807016(NAD 83)
 FF1173
 FF1173                          SUPERSEDED SURVEY CONTROL
 FF1173
 FF1173  NGVD 29 (11/26/84)   66.452  (m)          218.02   (f) ADJUSTED    1 2
 FF1173
 FF1173.Superseded values are not recommended for survey control.
 FF1173
 FF1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1173.See file dsdata.pdf to determine how the superseded data were derived.
 FF1173
 FF1173_MARKER: DB = BENCH MARK DISK
 FF1173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1173_STAMPING: L 175 1956
 FF1173_MARK LOGO: CGS
 FF1173_PROJECTION: PROJECTING 8 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH0845 ***********************************************************************
 EH0845  DESIGNATION -  L 176
 EH0845  PID         -  EH0845
 EH0845  STATE/COUNTY-  AR/LEE
 EH0845  COUNTRY     -  US
 EH0845  USGS QUAD   -  MORO (2017)
 EH0845
 EH0845                         *CURRENT SURVEY CONTROL
 EH0845  ______________________________________________________________________
 EH0845* NAD 83(2011) POSITION- 34 48 45.72110(N) 090 59 48.98868(W)   ADJUSTED
 EH0845* NAD 83(2011) ELLIP HT-    34.954 (meters)        (04/01/24)   ADJUSTED
 EH0845* NAD 83(2011) EPOCH   -  2010.00
 EH0845* NAVD 88 ORTHO HEIGHT -    61.715 (meters)      202.48  (feet) ADJUSTED
 EH0845  ______________________________________________________________________
 EH0845  GEOID HEIGHT    -        -26.743 (meters)                     GEOID18
 EH0845  NAD 83(2011) X  -    -91,211.735 (meters)                     COMP
 EH0845  NAD 83(2011) Y  - -5,241,552.377 (meters)                     COMP
 EH0845  NAD 83(2011) Z  -  3,620,846.406 (meters)                     COMP
 EH0845  LAPLACE CORR    -          0.19  (seconds)                    DEFLEC18
 EH0845  DYNAMIC HEIGHT  -         61.659 (meters)      202.29  (feet) COMP
 EH0845  MODELED GRAVITY -    979,720.2   (mgal)                       NAVD 88
 EH0845
 EH0845  VERT ORDER      -  FIRST     CLASS II
 EH0845
 EH0845  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 EH0845  Standards:
 EH0845         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 EH0845            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 EH0845  -------------------------------------------------------------------
 EH0845  NETWORK    0.76   1.10           0.30   0.32   0.56     -0.05856227
 EH0845  -------------------------------------------------------------------
 EH0845  Click here for local accuracies and other accuracy information.
 EH0845
 EH0845.The horizontal coordinates were established by GPS observations
 EH0845.and adjusted by the ARKANSAS DEPT OF TRANS in April 2024.
 EH0845
 EH0845.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 EH0845.been affixed to the stable North American tectonic plate. See 
 EH0845.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 EH0845
 EH0845.The horizontal coordinates are valid at the epoch date displayed above
 EH0845.which is a decimal equivalence of Year/Month/Day.
 EH0845
 EH0845.The orthometric height was determined by differential leveling and
 EH0845.adjusted by the NATIONAL GEODETIC SURVEY
 EH0845.in June 1991.
 EH0845
 EH0845.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0845.GEOID18 height accuracy estimate available here.
 EH0845
 EH0845.Click photographs - Photos may exist for this station.
 EH0845
 EH0845.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH0845
 EH0845.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH0845
 EH0845.The ellipsoidal height was determined by GPS observations
 EH0845.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 EH0845
 EH0845;                    North         East     Units Scale Factor Converg.
 EH0845;SPC AR S     -   638,480.359   491,775.058   MT  1.00001059   +0 33 41.0
 EH0845;SPC AR S     - 2,094,747.64  1,613,432.00   sFT  1.00001059   +0 33 41.0
 EH0845;UTM  15      - 3,854,101.311   683,211.045   MT  1.00001372   +1 08 37.9
 EH0845
 EH0845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH0845!SPC AR S     -   0.99999451  x   1.00001059  =   1.00000510
 EH0845!UTM  15      -   0.99999451  x   1.00001372  =   1.00000823
 EH0845
 EH0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU8321154101(NAD 83)
 EH0845
 EH0845                          SUPERSEDED SURVEY CONTROL
 EH0845
 EH0845  NGVD 29 (11/26/84)   61.722  (m)          202.50   (f) ADJUSTED    1 2
 EH0845
 EH0845.Superseded values are not recommended for survey control.
 EH0845
 EH0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0845.See file dsdata.pdf to determine how the superseded data were derived.
 EH0845
 EH0845_MARKER: DB = BENCH MARK DISK
 EH0845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0845_STAMPING: L 176 1955
 EH0845_MARK LOGO: CGS
 EH0845_PROJECTION: PROJECTING 10 CENTIMETERS
 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 - June 21, 2022
 EH0845
 EH0845  HISTORY     - Date     Condition        Report By
 EH0845  HISTORY     - 1955     MONUMENTED       CGS
 EH0845  HISTORY     - 20030331 GOOD             USACE
 EH0845  HISTORY     - 20041020 GOOD             ARHD
 EH0845  HISTORY     - 20120430 GOOD             ASSOEN
 EH0845  HISTORY     - 20220621 GOOD             ARHD
 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.
 EH0845
 EH0845                          STATION RECOVERY (2004)
 EH0845
 EH0845'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2004 (VJB)
 EH0845'RECOVERED IN GOOD CONDITION.
 EH0845
 EH0845                          STATION RECOVERY (2012)
 EH0845
 EH0845'RECOVERY NOTE BY ASSOCIATED ENGINEERING 2012 (MPM)
 EH0845'RECOVERED AS DESCRIBED.  FENCE CORNER IS MISSING, BUT THE OLD CONCRETE
 EH0845'BASE OF THE FENCE CORNER IS STILL IN PLACE.
 EH0845
 EH0845                          STATION RECOVERY (2022)
 EH0845
 EH0845'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2022 (JDH)
 EH0845'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1261 ***********************************************************************
 EH1261  DESIGNATION -  L 177 RESET
 EH1261  PID         -  EH1261
 EH1261  STATE/COUNTY-  AR/ST FRANCIS
 EH1261  COUNTRY     -  US
 EH1261  USGS QUAD   -  WHEATLEY (2017)
 EH1261
 EH1261                         *CURRENT SURVEY CONTROL
 EH1261  ______________________________________________________________________
 EH1261* NAD 83(1986) POSITION- 34 59 20.     (N) 091 06 56.     (W)   SCALED
 EH1261* NAVD 88 ORTHO HEIGHT -    63.40  (meters)      208.0   (feet) RESET
 EH1261  ______________________________________________________________________
 EH1261  GEOID HEIGHT    -        -26.926 (meters)                     GEOID18
 EH1261  VERT ORDER      -  THIRD
 EH1261
 EH1261.The horizontal coordinates were scaled from a map and have
 EH1261.an estimated accuracy of +/- 6 seconds.
 EH1261
 EH1261.The orthometric height was computed from unverified reset data.
 EH1261
 EH1261.No vertical observational check was made to the station.
 EH1261
 EH1261.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1261.GEOID18 height accuracy estimate available here.
 EH1261
 EH1261.Click photographs - Photos may exist for this station.
 EH1261
 EH1261;                    North         East    Units  Estimated Accuracy
 EH1261;SPC AR N     -    73,090.      480,750.      MT  (+/- 180 meters Scaled)
 EH1261
 EH1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU719734(NAD 83)
 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
 EH1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1261.See file dsdata.pdf to determine how the superseded data were derived.
 EH1261
 EH1261_MARKER: DD = SURVEY DISK
 EH1261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1261_STAMPING: L 177 1955 RESET 1958
 EH1261_MARK LOGO: USACE
 EH1261_PROJECTION: RECESSED 6 CENTIMETERS
 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       USACE
 EH1261
 EH1261                          STATION DESCRIPTION
 EH1261
 EH1261'DESCRIBED BY US ARMY CORPS OF 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 = MARCH 20, 2026 22:17:28 EDT
 FF0254 ***********************************************************************
 FF0254  DESIGNATION -  L 178
 FF0254  PID         -  FF0254
 FF0254  STATE/COUNTY-  AR/CRITTENDEN
 FF0254  COUNTRY     -  US
 FF0254  USGS QUAD   -  WEST MEMPHIS (2017)
 FF0254
 FF0254                         *CURRENT SURVEY CONTROL
 FF0254  ______________________________________________________________________
 FF0254* NAD 83(1986) POSITION- 35 07 57.     (N) 090 10 27.     (W)   SCALED
 FF0254* NAVD 88 ORTHO HEIGHT -    65.463 (meters)      214.77  (feet) ADJUSTED
 FF0254  ______________________________________________________________________
 FF0254  GEOID HEIGHT    -        -27.307 (meters)                     GEOID18
 FF0254  DYNAMIC HEIGHT  -         65.403 (meters)      214.58  (feet) COMP
 FF0254  MODELED GRAVITY -    979,731.7   (mgal)                       NAVD 88
 FF0254
 FF0254  VERT ORDER      -  FIRST     CLASS II
 FF0254
 FF0254.The horizontal coordinates were scaled from a map and have
 FF0254.an estimated accuracy of +/- 6 seconds.
 FF0254
 FF0254.The orthometric height was determined by differential leveling and
 FF0254.adjusted by the NATIONAL GEODETIC SURVEY
 FF0254.in June 1991.
 FF0254
 FF0254.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0254.GEOID18 height accuracy estimate available here.
 FF0254
 FF0254.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU574913(NAD 83)
 FF0254
 FF0254                          SUPERSEDED SURVEY CONTROL
 FF0254
 FF0254  NGVD 29 (11/26/84)   65.435  (m)          214.68   (f) ADJUSTED    1 2
 FF0254
 FF0254.Superseded values are not recommended for survey control.
 FF0254
 FF0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0254.See file dsdata.pdf to determine how the superseded data were derived.
 FF0254
 FF0254_MARKER: DB = BENCH MARK DISK
 FF0254_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FF0254_STAMPING: L 178 1956
 FF0254_MARK LOGO: CGS
 FF0254_MAGNETIC: I = MARKER IS A STEEL ROD
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0762 ***********************************************************************
 FF0762  DESIGNATION -  L 179
 FF0762  PID         -  FF0762
 FF0762  STATE/COUNTY-  AR/POINSETT
 FF0762  COUNTRY     -  US
 FF0762  USGS QUAD   -  TRUMANN (2017)
 FF0762
 FF0762                         *CURRENT SURVEY CONTROL
 FF0762  ______________________________________________________________________
 FF0762* NAD 83(1986) POSITION- 35 41 27.     (N) 090 31 01.     (W)   SCALED
 FF0762* NAVD 88 ORTHO HEIGHT -    67.517 (meters)      221.51  (feet) ADJUSTED
 FF0762  ______________________________________________________________________
 FF0762  GEOID HEIGHT    -        -27.848 (meters)                     GEOID18
 FF0762  DYNAMIC HEIGHT  -         67.459 (meters)      221.32  (feet) COMP
 FF0762  MODELED GRAVITY -    979,769.4   (mgal)                       NAVD 88
 FF0762
 FF0762  VERT ORDER      -  FIRST     CLASS II
 FF0762
 FF0762.The horizontal coordinates were scaled from a map and have
 FF0762.an estimated accuracy of +/- 6 seconds.
 FF0762
 FF0762.The orthometric height was determined by differential leveling and
 FF0762.adjusted by the NATIONAL GEODETIC SURVEY
 FF0762.in June 1991.
 FF0762
 FF0762.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0762.GEOID18 height accuracy estimate available here.
 FF0762
 FF0762.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV246524(NAD 83)
 FF0762
 FF0762                          SUPERSEDED SURVEY CONTROL
 FF0762
 FF0762  NGVD 29 (11/26/84)   67.435  (m)          221.24   (f) ADJUSTED    1 2
 FF0762
 FF0762.Superseded values are not recommended for survey control.
 FF0762
 FF0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0762.See file dsdata.pdf to determine how the superseded data were derived.
 FF0762
 FF0762_MARKER: DB = BENCH MARK DISK
 FF0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0762_STAMPING: L 179 1956
 FF0762_MARK LOGO: CGS
 FF0762_PROJECTION: PROJECTING 13 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0363 ***********************************************************************
 GF0363  DESIGNATION -  L 18
 GF0363  PID         -  GF0363
 GF0363  STATE/COUNTY-  AR/BOONE
 GF0363  COUNTRY     -  US
 GF0363  USGS QUAD   -  HARRISON (2017)
 GF0363
 GF0363                         *CURRENT SURVEY CONTROL
 GF0363  ______________________________________________________________________
 GF0363* NAD 83(1986) POSITION- 36 09 42.22   (N) 093 07 19.76   (W)   HD_HELD1
 GF0363* NAVD 88 ORTHO HEIGHT -   370.627 (meters)     1215.97  (feet) ADJUSTED
 GF0363  ______________________________________________________________________
 GF0363  GEOID HEIGHT    -        -28.228 (meters)                     GEOID18
 GF0363  DYNAMIC HEIGHT  -        370.293 (meters)     1214.87  (feet) COMP
 GF0363  MODELED GRAVITY -    979,721.6   (mgal)                       NAVD 88
 GF0363
 GF0363  VERT ORDER      -  SECOND    CLASS I
 GF0363
 GF0363.The horizontal coordinates were determined by differentially corrected
 GF0363.hand held GPS observations or other comparable positioning techniques
 GF0363.and have an estimated accuracy of +/- 3 meters.
 GF0363
 GF0363.The orthometric height was determined by differential leveling and
 GF0363.adjusted by the NATIONAL GEODETIC SURVEY
 GF0363.in June 1991.
 GF0363
 GF0363.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0363.GEOID18 height accuracy estimate available here.
 GF0363
 GF0363.Click photographs - Photos may exist for this station.
 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     -   203,425.9     299,032.8     MT  (+/- 3 meters HH1 GPS) 
 GF0363
 GF0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA8901201893(NAD 83)
 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
 GF0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0363.See file dsdata.pdf to determine how the superseded data were derived.
 GF0363
 GF0363_MARKER: DB = BENCH MARK DISK
 GF0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0363_STAMPING: L 18 1932
 GF0363_MARK LOGO: CGS
 GF0363_PROJECTION: PROJECTING
 GF0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0363+STABILITY: SURFACE MOTION
 GF0363_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0363+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2011
 GF0363
 GF0363  HISTORY     - Date     Condition        Report By
 GF0363  HISTORY     - 1932     MONUMENTED       CGS
 GF0363  HISTORY     - 1935     GOOD             CGS
 GF0363  HISTORY     - 20111101 GOOD             ARHD
 GF0363
 GF0363                          STATION DESCRIPTION
 GF0363
 GF0363'DESCRIBED BY COAST AND 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.
 GF0363
 GF0363                          STATION RECOVERY (2011)
 GF0363
 GF0363'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (JDH)
 GF0363'THE STATION IS LOCATED ABOUT 8.5 MI (13.7 KM) SOUTHEAST OF BATAVIA,
 GF0363'4.8 MI (7.7 KM) SOUTH OF HARRISON AND 2.8 MI (4.5 KM) EAST-NORTHEAST
 GF0363'OF GAITHER.
 GF0363'
 GF0363'TO REACH FROM THE INTERSECTION OF HIGHWAY 7 AND HIGHWAY 206, GO NORTH
 GF0363'ON HIGHWAY 7 FOR 1.5 MI (2.4 KM) TO THE MARK ON THE LEFT.
 GF0363'
 GF0363'IT IS 29.7 M (97.4 FT) SOUTHEAST OF AN OLD WATER WELL, THE HOUSE IS NO
 GF0363'LONGER THERE.  10.3 M (33.8 FT) WEST OF THE CENTERLINE OF HIGHWAY 7
 GF0363'AND 10.2 M (33.5 FT) SOUTH OF THE SOUTH EDGE OF A SIDEWALK.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 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  COUNTRY     -  US
 DG4764  USGS QUAD   -  CATFISH POINT (2018)
 DG4764
 DG4764                         *CURRENT SURVEY CONTROL
 DG4764  ______________________________________________________________________
 DG4764* NAD 83(2011) POSITION- 33 39 19.07484(N) 091 13 57.00472(W)   ADJUSTED
 DG4764* NAD 83(2011) ELLIP HT-    18.243 (meters)        (06/27/12)   ADJUSTED
 DG4764* NAD 83(2011) EPOCH   -  2010.00
 DG4764* NAVD 88 ORTHO HEIGHT -    44.73  (meters)      146.8   (feet) GPS OBS
 DG4764  ______________________________________________________________________
 DG4764  NAVD 88 orthometric height was determined with geoid model    G99SSS
 DG4764  GEOID HEIGHT    -        -27.211 (meters)                     G99SSS
 DG4764  GEOID HEIGHT    -        -26.455 (meters)                     GEOID18
 DG4764  NAD 83(2011) X  -   -114,313.740 (meters)                     COMP
 DG4764  NAD 83(2011) Y  - -5,313,328.684 (meters)                     COMP
 DG4764  NAD 83(2011) Z  -  3,514,695.101 (meters)                     COMP
 DG4764  LAPLACE CORR    -         -1.58  (seconds)                    DEFLEC18
 DG4764
 DG4764  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG4764  Standards:
 DG4764         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG4764            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG4764  -------------------------------------------------------------------
 DG4764  NETWORK    0.49   0.51           0.20   0.20   0.26      0.01700568
 DG4764  -------------------------------------------------------------------
 DG4764  Click here for local accuracies and other accuracy information.
 DG4764
 DG4764.The horizontal coordinates were established by GPS observations
 DG4764.and adjusted by the National Geodetic Survey in June 2012.
 DG4764
 DG4764.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG4764.been affixed to the stable North American tectonic plate. See 
 DG4764.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG4764
 DG4764.The horizontal coordinates are valid at the epoch date displayed above
 DG4764.which is a decimal equivalence of Year/Month/Day.
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG4764.GEOID18 height accuracy estimate available here.
 DG4764
 DG4764.Click photographs - Photos may exist for this station.
 DG4764
 DG4764.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4764
 DG4764.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG4764
 DG4764.The ellipsoidal height was determined by GPS observations
 DG4764.and is referenced to NAD 83.
 DG4764
 DG4764. The following values were computed from the NAD 83(2011) position.
 DG4764
 DG4764;                    North         East     Units Scale Factor Converg.
 DG4764;SPC AR S     -   509,918.418   471,185.397   MT  0.99994022   +0 25 46.4
 DG4764;SPC AR S     - 1,672,957.34  1,545,880.76   sFT  0.99994022   +0 25 46.4
 DG4764;UTM  15      - 3,725,338.461   663,891.124   MT  0.99993115   +0 58 47.1
 DG4764
 DG4764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4764!SPC AR S     -   0.99999714  x   0.99994022  =   0.99993736
 DG4764!UTM  15      -   0.99999714  x   0.99993115  =   0.99992829
 DG4764
 DG4764:                Primary Azimuth Mark                     Grid Az
 DG4764:SPC AR S     -  MRL R 5                                  145 51 51.7
 DG4764:UTM  15      -  MRL R 5                                  145 18 51.0
 DG4764
 DG4764_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT6389125338(NAD 83)
 DG4764
 DG4764|---------------------------------------------------------------------|
 DG4764| PID    Reference Object                     Distance      Geod. Az  |
 DG4764|                                                           dddmmss.s |
 DG4764| DP1651 MRL R 5                             APPROX. 0.5 KM 1461738.1 |
 DG4764|---------------------------------------------------------------------|
 DG4764
 DG4764                          SUPERSEDED SURVEY CONTROL
 DG4764
 DG4764  NAD 83(2011)-  33 39 19.07413(N)    091 13 57.00432(W) AD(2010.00) 0
 DG4764  NAD 83(2007)-  33 39 19.07469(N)    091 13 57.00553(W) AD(2002.00) 0
 DG4764  ELLIP H (02/10/07)   18.267  (m)                       GP(2002.00)    
 DG4764  NAD 83(1997)-  33 39 19.07425(N)    091 13 57.00490(W) AD(       ) 1
 DG4764  ELLIP H (03/17/04)   18.259  (m)                       GP(       ) 4 2
 DG4764  NAVD 88 (08/11/14)   44.7    (m)  GEOID12A model used  GPS OBS        
 DG4764
 DG4764.Superseded values are not recommended for survey control.
 DG4764
 DG4764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4764.See file dsdata.pdf to determine how the superseded data were derived.
 DG4764
 DG4764_MARKER: DD = SURVEY DISK
 DG4764_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DG4764_STAMPING: L 18 42
 DG4764_MARK LOGO: USACE
 DG4764_MAGNETIC: P = MARKER IS A STEEL PIPE
 DG4764_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG4764_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4764+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2012
 DG4764
 DG4764  HISTORY     - Date     Condition        Report By
 DG4764  HISTORY     - 1986     MONUMENTED       USACE
 DG4764  HISTORY     - 20020914 GOOD             PYBURN
 DG4764  HISTORY     - 20030728 GOOD             EMCINC
 DG4764  HISTORY     - 20121129 GOOD             JMSM
 DG4764
 DG4764                          STATION DESCRIPTION
 DG4764
 DG4764'DESCRIBED BY PYBURN AND ODOM, INCORPORATED 2002
 DG4764'THE STATION IS LOCATED 20 MILES NORTH NORTHWEST OF REENVILLE,
 DG4764'MISSISSIPPI, 23 MILES NORTH OF LAKE VILLAGE, ARKANSAS, 4 MILES NORTH
 DG4764'OF ARKANSAS CITY, ARKANSAS, 9 MILES EAST OF MCGEHEE, ARKANSAS, ON THE
 DG4764'WEST BANK OF THE MISSISSIPPI RIVER.  OWNERSHIP IS BY USACE.
 DG4764'
 DG4764'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ROUTE 65 AND STATE
 DG4764'ROUTE 1 IN MCGEHEE, TRAVEL 9 MILES NORTHEAST ON STATE ROUTE 1, TO THE
 DG4764'INTERSECTION OF STATE ROUTE 1 AND STATE ROUTE 4. TURN RIGHT AND
 DG4764'PROCEED 0.35 MILES EAST ON STATE ROUTE 4 (ALSO CALLED SPRAGUE STREET)
 DG4764'TO ITS INTERSECTION WITH DESOTO STREET AND THE TOE OF THE THE
 DG4764'MISSISSIPPI RIVER LEVEE, GO  0.25 MILES SOUTH ON DESOTO STREET UP THE
 DG4764'RAMP TO THE TOP OF THE LEVEE.  PROCEED 4.9 MILES NORTH ALONG THE TOP
 DG4764'OF THE LEVEE TO THE STATION ON THE LEFT, LOCATED AT THE PROTECTED SIDE
 DG4764'TOE OF THE LEVEE.
 DG4764'
 DG4764'THE STATION IS LOCATED AT LEVEE STATION 550+00, 25 FEET WEST OF THE
 DG4764'PROTECTED SIDE TOE OF LEVEE, 160 FEET WEST OF THE CENTERLINE OF THE
 DG4764'LEVEE, 250 FEET SOUTH OF FENCE POST AT TOE OF LEVEE.
 DG4764'
 DG4764'THE STATION IS SURROUNDED BY 4 STEEL POST WHICH PROJECT 4 FEET ABOVE
 DG4764'THE GROUND.  THE STATION IS A 1 1/2 INCH PIPE WITH A BRASS DISK INSIDE
 DG4764'OF A 3 INCH STEEL CASING.  THE CASING CAP WITH THE ORIGINAL STAMPING
 DG4764'IS MISSING.
 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.
 DG4764
 DG4764                          STATION RECOVERY (2012)
 DG4764
 DG4764'RECOVERY NOTE BY JOHNSON-MCADAMS SURVEYING AND MAPPING 2012 (JFF)
 DG4764'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0729 ***********************************************************************
 FF0729  DESIGNATION -  L 180
 FF0729  PID         -  FF0729
 FF0729  STATE/COUNTY-  AR/CRAIGHEAD
 FF0729  COUNTRY     -  US
 FF0729  USGS QUAD   -  HERMAN (2017)
 FF0729
 FF0729                         *CURRENT SURVEY CONTROL
 FF0729  ______________________________________________________________________
 FF0729* NAD 83(1986) POSITION- 35 51 12.     (N) 090 45 05.     (W)   SCALED
 FF0729* NAVD 88 ORTHO HEIGHT -    87.966 (meters)      288.60  (feet) ADJUSTED
 FF0729  ______________________________________________________________________
 FF0729  GEOID HEIGHT    -        -27.811 (meters)                     GEOID18
 FF0729  DYNAMIC HEIGHT  -         87.892 (meters)      288.36  (feet) COMP
 FF0729  MODELED GRAVITY -    979,783.2   (mgal)                       NAVD 88
 FF0729
 FF0729  VERT ORDER      -  FIRST     CLASS II
 FF0729
 FF0729.The horizontal coordinates were scaled from a map and have
 FF0729.an estimated accuracy of +/- 6 seconds.
 FF0729
 FF0729.The orthometric height was determined by differential leveling and
 FF0729.adjusted by the NATIONAL GEODETIC SURVEY
 FF0729.in June 1991.
 FF0729
 FF0729.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0729.GEOID18 height accuracy estimate available here.
 FF0729
 FF0729.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV030700(NAD 83)
 FF0729
 FF0729                          SUPERSEDED SURVEY CONTROL
 FF0729
 FF0729  NGVD 29 (11/26/84)   87.879  (m)          288.32   (f) ADJUSTED    1 2
 FF0729
 FF0729.Superseded values are not recommended for survey control.
 FF0729
 FF0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0729.See file dsdata.pdf to determine how the superseded data were derived.
 FF0729
 FF0729_MARKER: DB = BENCH MARK DISK
 FF0729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0729_STAMPING: L 180 1956
 FF0729_MARK LOGO: CGS
 FF0729_PROJECTION: PROJECTING 10 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1188 ***********************************************************************
 FF1188  DESIGNATION -  L 181
 FF1188  PID         -  FF1188
 FF1188  STATE/COUNTY-  AR/CROSS
 FF1188  COUNTRY     -  US
 FF1188  USGS QUAD   -  TILTON (2017)
 FF1188
 FF1188                         *CURRENT SURVEY CONTROL
 FF1188  ______________________________________________________________________
 FF1188* NAD 83(1986) POSITION- 35 20 17.     (N) 091 00 37.     (W)   SCALED
 FF1188* NAVD 88 ORTHO HEIGHT -    68.007 (meters)      223.12  (feet) ADJUSTED
 FF1188  ______________________________________________________________________
 FF1188  GEOID HEIGHT    -        -27.336 (meters)                     GEOID18
 FF1188  DYNAMIC HEIGHT  -         67.947 (meters)      222.92  (feet) COMP
 FF1188  MODELED GRAVITY -    979,744.5   (mgal)                       NAVD 88
 FF1188
 FF1188  VERT ORDER      -  FIRST     CLASS II
 FF1188
 FF1188.The horizontal coordinates were scaled from a map and have
 FF1188.an estimated accuracy of +/- 6 seconds.
 FF1188
 FF1188.The orthometric height was determined by differential leveling and
 FF1188.adjusted by the NATIONAL GEODETIC SURVEY
 FF1188.in June 1991.
 FF1188
 FF1188.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1188.GEOID18 height accuracy estimate available here.
 FF1188
 FF1188.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV808123(NAD 83)
 FF1188
 FF1188                          SUPERSEDED SURVEY CONTROL
 FF1188
 FF1188  NGVD 29 (11/26/84)   67.965  (m)          222.98   (f) ADJUSTED    1 2
 FF1188
 FF1188.Superseded values are not recommended for survey control.
 FF1188
 FF1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1188.See file dsdata.pdf to determine how the superseded data were derived.
 FF1188
 FF1188_MARKER: DB = BENCH MARK DISK
 FF1188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1188_STAMPING: L 181 1956
 FF1188_MARK LOGO: CGS
 FF1188_PROJECTION: PROJECTING 8 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0797 ***********************************************************************
 FF0797  DESIGNATION -  L 182
 FF0797  PID         -  FF0797
 FF0797  STATE/COUNTY-  AR/POINSETT
 FF0797  COUNTRY     -  US
 FF0797  USGS QUAD   -  HARRISBURG (2017)
 FF0797
 FF0797                         *CURRENT SURVEY CONTROL
 FF0797  ______________________________________________________________________
 FF0797* NAD 83(1986) POSITION- 35 32 30.1    (N) 090 43 17.6    (W)   HD_HELD2
 FF0797* NAVD 88 ORTHO HEIGHT -    87.166 (meters)      285.98  (feet) ADJUSTED
 FF0797  ______________________________________________________________________
 FF0797  GEOID HEIGHT    -        -27.588 (meters)                     GEOID18
 FF0797  DYNAMIC HEIGHT  -         87.089 (meters)      285.72  (feet) COMP
 FF0797  MODELED GRAVITY -    979,754.4   (mgal)                       NAVD 88
 FF0797
 FF0797  VERT ORDER      -  FIRST     CLASS II
 FF0797
 FF0797.The horizontal coordinates were established by autonomous hand held GPS
 FF0797.observations and have an estimated accuracy of +/- 10 meters.
 FF0797
 FF0797.The orthometric height was determined by differential leveling and
 FF0797.adjusted by the NATIONAL GEODETIC SURVEY
 FF0797.in June 1991.
 FF0797
 FF0797.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0797.GEOID18 height accuracy estimate available here.
 FF0797
 FF0797.Click photographs - Photos may exist for this station.
 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.      515,922.      MT  (+/- 10 meters HH2 GPS)
 FF0797
 FF0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV0655035505(NAD 83)
 FF0797
 FF0797                          SUPERSEDED SURVEY CONTROL
 FF0797
 FF0797  NGVD 29 (11/26/84)   87.108  (m)          285.79   (f) ADJUSTED    1 2
 FF0797
 FF0797.Superseded values are not recommended for survey control.
 FF0797
 FF0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0797.See file dsdata.pdf to determine how the superseded data were derived.
 FF0797
 FF0797_MARKER: DB = BENCH MARK DISK
 FF0797_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FF0797_SP_SET: BOX CULVERT
 FF0797_STAMPING: L 182 1956
 FF0797_MARK LOGO: CGS
 FF0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0797+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0094 ***********************************************************************
 FF0094  DESIGNATION -  L 184
 FF0094  PID         -  FF0094
 FF0094  STATE/COUNTY-  AR/CRAIGHEAD
 FF0094  COUNTRY     -  US
 FF0094  USGS QUAD   -  LAKE CITY (2017)
 FF0094
 FF0094                         *CURRENT SURVEY CONTROL
 FF0094  ______________________________________________________________________
 FF0094* NAD 83(1986) POSITION- 35 50 12.     (N) 090 22 35.     (W)   SCALED
 FF0094* NAVD 88 ORTHO HEIGHT -    69.876 (meters)      229.25  (feet) POSTED
 FF0094  ______________________________________________________________________
 FF0094  GEOID HEIGHT    -        -28.034 (meters)                     GEOID18
 FF0094  DYNAMIC HEIGHT  -         69.82  (meters)      229.1   (feet) COMP
 FF0094  MODELED GRAVITY -    979,779.4   (mgal)                       NAVD 88
 FF0094
 FF0094  VERT ORDER      -  * POSTED, SEE BELOW
 FF0094
 FF0094.The horizontal coordinates were scaled from a 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
 FF0094.* This is a POSTED BENCH MARK height.
 FF0094
 FF0094.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0094.GEOID18 height accuracy estimate available here.
 FF0094
 FF0094.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV369690(NAD 83)
 FF0094
 FF0094                          SUPERSEDED SURVEY CONTROL
 FF0094
 FF0094  NGVD 29 (11/26/84)   69.835  (m)          229.12   (f) ADJUSTED    1 2
 FF0094
 FF0094.Superseded values are not recommended for survey control.
 FF0094
 FF0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0094.See file dsdata.pdf to determine how the superseded data were derived.
 FF0094
 FF0094_MARKER: DB = BENCH MARK DISK
 FF0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0094_STAMPING: L 184 1956
 FF0094_MARK LOGO: CGS
 FF0094_PROJECTION: PROJECTING 8 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FE1856 ***********************************************************************
 FE1856  DESIGNATION -  L 185
 FE1856  PID         -  FE1856
 FE1856  STATE/COUNTY-  AR/MISSISSIPPI
 FE1856  COUNTRY     -  US
 FE1856  USGS QUAD   -  BLYTHEVILLE (2017)
 FE1856
 FE1856                         *CURRENT SURVEY CONTROL
 FE1856  ______________________________________________________________________
 FE1856* NAD 83(1986) POSITION- 35 52 47.     (N) 089 59 52.     (W)   SCALED
 FE1856* NAVD 88 ORTHO HEIGHT -    73.780 (meters)      242.06  (feet) ADJUSTED
 FE1856  ______________________________________________________________________
 FE1856  GEOID HEIGHT    -        -28.000 (meters)                     GEOID18
 FE1856  DYNAMIC HEIGHT  -         73.718 (meters)      241.86  (feet) COMP
 FE1856  MODELED GRAVITY -    979,791.1   (mgal)                       NAVD 88
 FE1856
 FE1856  VERT ORDER      -  FIRST     CLASS II
 FE1856
 FE1856.The horizontal coordinates were scaled from a map and have
 FE1856.an estimated accuracy of +/- 6 seconds.
 FE1856
 FE1856.The orthometric height was determined by differential leveling and
 FE1856.adjusted by the NATIONAL GEODETIC SURVEY
 FE1856.in June 1991.
 FE1856
 FE1856.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE1856.GEOID18 height accuracy estimate available here.
 FE1856
 FE1856.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE293747(NAD 83)
 FE1856
 FE1856                          SUPERSEDED SURVEY CONTROL
 FE1856
 FE1856  NGVD 29 (11/26/84)   73.744  (m)          241.94   (f) ADJUSTED    1 2
 FE1856
 FE1856.Superseded values are not recommended for survey control.
 FE1856
 FE1856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1856.See file dsdata.pdf to determine how the superseded data were derived.
 FE1856
 FE1856_MARKER: DB = BENCH MARK DISK
 FE1856_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FE1856_SP_SET: CULVERT HEADWALL
 FE1856_STAMPING: L 185 1956
 FE1856_MARK LOGO: CGS
 FE1856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1856+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0157 ***********************************************************************
 GE0157  DESIGNATION -  L 187
 GE0157  PID         -  GE0157
 GE0157  STATE/COUNTY-  AR/GREENE
 GE0157  COUNTRY     -  US
 GE0157  USGS QUAD   -  PARAGOULD EAST (2017)
 GE0157
 GE0157                         *CURRENT SURVEY CONTROL
 GE0157  ______________________________________________________________________
 GE0157* NAD 83(1986) POSITION- 36 02 58.     (N) 090 29 06.     (W)   SCALED
 GE0157* NAVD 88 ORTHO HEIGHT -    81.086 (meters)      266.03  (feet) ADJUSTED
 GE0157  ______________________________________________________________________
 GE0157  GEOID HEIGHT    -        -28.227 (meters)                     GEOID18
 GE0157  DYNAMIC HEIGHT  -         81.018 (meters)      265.81  (feet) COMP
 GE0157  MODELED GRAVITY -    979,793.1   (mgal)                       NAVD 88
 GE0157
 GE0157  VERT ORDER      -  FIRST     CLASS II
 GE0157
 GE0157.The horizontal coordinates were scaled from a map and have
 GE0157.an estimated accuracy of +/- 6 seconds.
 GE0157
 GE0157.The orthometric height was determined by differential leveling and
 GE0157.adjusted by the NATIONAL GEODETIC SURVEY
 GE0157.in June 1991.
 GE0157
 GE0157.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0157.GEOID18 height accuracy estimate available here.
 GE0157
 GE0157.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV265923(NAD 83)
 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
 GE0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0157.See file dsdata.pdf to determine how the superseded data were derived.
 GE0157
 GE0157_MARKER: DB = BENCH MARK DISK
 GE0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0157_STAMPING: L 187 1956
 GE0157_MARK LOGO: CGS
 GE0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0157+STABILITY: SURFACE MOTION
 GE0157_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GE0157+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2008
 GE0157
 GE0157  HISTORY     - Date     Condition        Report By
 GE0157  HISTORY     - 1956     MONUMENTED       CGS
 GE0157  HISTORY     - 20020320 MARK NOT FOUND   USACE
 GE0157  HISTORY     - 20081021 GOOD             ARHD
 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.
 GE0157
 GE0157                          STATION RECOVERY (2008)
 GE0157
 GE0157'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2008 (WDA)
 GE0157'10.4 FEET NORTHEAST OF A CHAINLINK FENCE CORNER
 GE0157'74.0 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF A 1 STORY BRICK
 GE0157'BUILDING
 GE0157'3.5 FEET SOUTHWEST OF A COMBINATION POLE
 GE0157'7.7 FEET NORTHWEST OF A 2 FOOT CONCRETE CULVERT
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GE0084 ***********************************************************************
 GE0084  DESIGNATION -  L 188
 GE0084  PID         -  GE0084
 GE0084  STATE/COUNTY-  AR/CLAY
 GE0084  COUNTRY     -  US
 GE0084  USGS QUAD   -  RECTOR (2017)
 GE0084
 GE0084                         *CURRENT SURVEY CONTROL
 GE0084  ______________________________________________________________________
 GE0084* NAD 83(1986) POSITION- 36 16 22.     (N) 090 16 47.     (W)   SCALED
 GE0084* NAVD 88 ORTHO HEIGHT -    88.089 (meters)      289.01  (feet) ADJUSTED
 GE0084  ______________________________________________________________________
 GE0084  GEOID HEIGHT    -        -28.469 (meters)                     GEOID18
 GE0084  DYNAMIC HEIGHT  -         88.017 (meters)      288.77  (feet) COMP
 GE0084  MODELED GRAVITY -    979,812.5   (mgal)                       NAVD 88
 GE0084
 GE0084  VERT ORDER      -  FIRST     CLASS II
 GE0084
 GE0084.The horizontal coordinates were scaled from a map and have
 GE0084.an estimated accuracy of +/- 6 seconds.
 GE0084
 GE0084.The orthometric height was determined by differential leveling and
 GE0084.adjusted by the NATIONAL GEODETIC SURVEY
 GE0084.in June 1991.
 GE0084
 GE0084.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0084.GEOID18 height accuracy estimate available here.
 GE0084
 GE0084.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA443176(NAD 83)
 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
 GE0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0084.See file dsdata.pdf to determine how the superseded data were derived.
 GE0084
 GE0084_MARKER: DB = BENCH MARK DISK
 GE0084_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GE0084_SP_SET: PIER
 GE0084_STAMPING: L 188 1956
 GE0084_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FE1845 ***********************************************************************
 FE1845  DESIGNATION -  L 189
 FE1845  PID         -  FE1845
 FE1845  STATE/COUNTY-  AR/MISSISSIPPI
 FE1845  COUNTRY     -  US
 FE1845  USGS QUAD   -  BLYTHEVILLE (2017)
 FE1845
 FE1845                         *CURRENT SURVEY CONTROL
 FE1845  ______________________________________________________________________
 FE1845* NAD 83(1986) POSITION- 35 57 32.     (N) 089 57 26.     (W)   SCALED
 FE1845* NAVD 88 ORTHO HEIGHT -    76.347 (meters)      250.48  (feet) ADJUSTED
 FE1845  ______________________________________________________________________
 FE1845  GEOID HEIGHT    -        -28.174 (meters)                     GEOID18
 FE1845  DYNAMIC HEIGHT  -         76.283 (meters)      250.27  (feet) COMP
 FE1845  MODELED GRAVITY -    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 map and have
 FE1845.an estimated accuracy of +/- 6 seconds.
 FE1845
 FE1845.The orthometric height was determined by differential leveling and
 FE1845.adjusted by the NATIONAL GEODETIC SURVEY
 FE1845.in June 1991.
 FE1845
 FE1845.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE1845.GEOID18 height accuracy estimate available here.
 FE1845
 FE1845.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE332834(NAD 83)
 FE1845
 FE1845                          SUPERSEDED SURVEY CONTROL
 FE1845
 FE1845  NGVD 29 (11/26/84)   76.299  (m)          250.32   (f) ADJUSTED    1 2
 FE1845
 FE1845.Superseded values are not recommended for survey control.
 FE1845
 FE1845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1845.See file dsdata.pdf to determine how the superseded data were derived.
 FE1845
 FE1845_MARKER: DB = BENCH MARK DISK
 FE1845_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 FE1845+WITH SETTING: PAVEMENT
 FE1845_SP_SET: FLAGPOLE BASE
 FE1845_STAMPING: L 189 1956
 FE1845_MARK LOGO: CGS
 FE1845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1845+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0857 ***********************************************************************
 FG0857  DESIGNATION -  L 19
 FG0857  PID         -  FG0857
 FG0857  STATE/COUNTY-  AR/JOHNSON
 FG0857  COUNTRY     -  US
 FG0857  USGS QUAD   -  LUDWIG (2017)
 FG0857
 FG0857                         *CURRENT SURVEY CONTROL
 FG0857  ______________________________________________________________________
 FG0857* NAD 83(1986) POSITION- 35 33 59.     (N) 093 26 09.     (W)   SCALED
 FG0857* NAVD 88 ORTHO HEIGHT -   270.778 (meters)      888.38  (feet) ADJUSTED
 FG0857  ______________________________________________________________________
 FG0857  GEOID HEIGHT    -        -28.677 (meters)                     GEOID18
 FG0857  DYNAMIC HEIGHT  -        270.521 (meters)      887.53  (feet) COMP
 FG0857  MODELED GRAVITY -    979,679.1   (mgal)                       NAVD 88
 FG0857
 FG0857  VERT ORDER      -  SECOND    CLASS 0
 FG0857
 FG0857.The horizontal coordinates were scaled from a map and have
 FG0857.an estimated accuracy of +/- 6 seconds.
 FG0857
 FG0857.The orthometric height was determined by differential leveling and
 FG0857.adjusted by the NATIONAL GEODETIC SURVEY
 FG0857.in June 1991.
 FG0857
 FG0857.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0857.GEOID18 height accuracy estimate available here.
 FG0857
 FG0857.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV605359(NAD 83)
 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
 FG0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0857.See file dsdata.pdf to determine how the superseded data were derived.
 FG0857
 FG0857_MARKER: DB = BENCH MARK DISK
 FG0857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0857_STAMPING: 888.318 L 19 1932
 FG0857_MARK LOGO: CGS
 FG0857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0857+STABILITY: SURFACE MOTION
 FG0857_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG0857+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2009
 FG0857
 FG0857  HISTORY     - Date     Condition        Report By
 FG0857  HISTORY     - 1932     MONUMENTED       CGS
 FG0857  HISTORY     - 1935     GOOD             CGS
 FG0857  HISTORY     - 20090304 GOOD             ARHD
 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 COAST AND GEODETIC SURVEY 1935
 FG0857'RECOVERED IN GOOD CONDITION.
 FG0857
 FG0857                          STATION RECOVERY (2009)
 FG0857
 FG0857'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2009 (WDA)
 FG0857'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 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  COUNTRY     -  US
 DG4765  USGS QUAD   -  RED LEAF (2017)
 DG4765
 DG4765                         *CURRENT SURVEY CONTROL
 DG4765  ______________________________________________________________________
 DG4765* NAD 83(2011) POSITION- 33 18 14.66575(N) 091 11 19.28057(W)   ADJUSTED
 DG4765* NAD 83(2011) ELLIP HT-    13.225 (meters)        (06/27/12)   ADJUSTED
 DG4765* NAD 83(2011) EPOCH   -  2010.00
 DG4765* NAVD 88 ORTHO HEIGHT -    39.52  (meters)      129.7   (feet) GPS OBS
 DG4765  ______________________________________________________________________
 DG4765  NAVD 88 orthometric height was determined with geoid model    G99SSS
 DG4765  GEOID HEIGHT    -        -27.043 (meters)                     G99SSS
 DG4765  GEOID HEIGHT    -        -26.270 (meters)                     GEOID18
 DG4765  NAD 83(2011) X  -   -110,696.486 (meters)                     COMP
 DG4765  NAD 83(2011) Y  - -5,334,895.161 (meters)                     COMP
 DG4765  NAD 83(2011) Z  -  3,482,200.328 (meters)                     COMP
 DG4765  LAPLACE CORR    -         -2.38  (seconds)                    DEFLEC18
 DG4765
 DG4765  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG4765  Standards:
 DG4765         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG4765            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG4765  -------------------------------------------------------------------
 DG4765  NETWORK    0.94   1.20           0.42   0.34   0.61      0.02489131
 DG4765  -------------------------------------------------------------------
 DG4765  Click here for local accuracies and other accuracy information.
 DG4765
 DG4765.The horizontal coordinates were established by GPS observations
 DG4765.and adjusted by the National Geodetic Survey in June 2012.
 DG4765
 DG4765.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG4765.been affixed to the stable North American tectonic plate. See 
 DG4765.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG4765
 DG4765.The horizontal coordinates are valid at the epoch date displayed above
 DG4765.which is a decimal equivalence of Year/Month/Day.
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG4765.GEOID18 height accuracy estimate available here.
 DG4765
 DG4765.Click photographs - Photos may exist for this station.
 DG4765
 DG4765.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4765
 DG4765.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG4765
 DG4765.The ellipsoidal height was determined by GPS observations
 DG4765.and is referenced to NAD 83.
 DG4765
 DG4765. The following values were computed from the NAD 83(2011) position.
 DG4765
 DG4765;                    North         East     Units Scale Factor Converg.
 DG4765;SPC AR S     -   470,996.880   475,557.613   MT  0.99999910   +0 27 14.7
 DG4765;SPC AR S     - 1,545,262.26  1,560,225.27   sFT  0.99999910   +0 27 14.7
 DG4765;UTM  15      - 3,686,461.313   668,633.573   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS6863386461(NAD 83)
 DG4765
 DG4765                          SUPERSEDED SURVEY CONTROL
 DG4765
 DG4765  NAD 83(2007)-  33 18 14.66563(N)    091 11 19.28144(W) AD(2002.00) 0
 DG4765  ELLIP H (02/10/07)   13.248  (m)                       GP(2002.00)    
 DG4765  NAD 83(1997)-  33 18 14.66518(N)    091 11 19.28092(W) AD(       ) 1
 DG4765  ELLIP H (03/17/04)   13.242  (m)                       GP(       ) 4 2
 DG4765
 DG4765.Superseded values are not recommended for survey control.
 DG4765
 DG4765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4765.See file dsdata.pdf to determine how the superseded data were derived.
 DG4765
 DG4765_MARKER: DD = SURVEY DISK
 DG4765_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DG4765_STAMPING: L 19 69
 DG4765_MARK LOGO: USACE
 DG4765_MAGNETIC: I = MARKER IS A STEEL ROD
 DG4765_STABILITY: B = PROBABLY HOLD 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       USACE
 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, AR.  IT
 DG4765'IS ON THEWEST BANK OF THE MISSISSIPPI RIVER AND IS LOCATED IN THE
 DG4765'RIGHT OF WAY FOR THE MISSISSIPPI RIVER LEVEE. OWNERSHIP--USACE.
 DG4765'
 DG4765'TO REACH THE STATION FROM THE WEST END OF THE U.S. ROUTE 82 BRIDGE
 DG4765'OVER THE MISSISSIPPI RIVER, PROCEED 0.3 MILES WEST ON U.S. 82 TO ITS
 DG4765'INTERSECTION WITH SUNNYSIDE ROAD, TURN RIGHT ON SUNNYSIDE ROAD.
 DG4765'PROCEED 0.2 MILES NORTHERLY TO IMMIGRANT ROAD, TURN RIGHT AND PROCEED
 DG4765'0.3 MILES EASTERLY ON IMMIGRANT ROAD TO THE TOP OF THE MISSISSIPPI
 DG4765'RIVER LEVEE, TURN LEFT AND PROCEED 1.6 MILES NORTHERLY ALONG THE TOP
 DG4765'OF THE LEVEE TO THE STATION ON THE LEFT.
 DG4765'
 DG4765'OF THE MISSISSIPPI RIVER LEVEE, 165 EAST OF THE TOE OF THE LEVEE, 2
 DG4765'FEET WEST OF A BARBWIRE FENCE, 2 FEET SOUTH OF THE YELLOW WITNESS
 DG4765'POST, 64 FEET SOUTH OF SUNNYSIDE ROAD, AT LEVEE STATION 2453+00.  THE
 DG4765'MONUMENT IS A STANDARD USACE 3 1/2 INCH BRASS DISK, ATTACHED TO THE
 DG4765'TOP OF A DEEP ROD WHICH IS HOUSED IN A STEEL SLEEVE.
 DG4765
 DG4765                          STATION RECOVERY (2003)
 DG4765
 DG4765'RECOVERY NOTE BY EMC INCORPORATED 2003 (DG)
 DG4765'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GE0220 ***********************************************************************
 GE0220  DESIGNATION -  L 190
 GE0220  PID         -  GE0220
 GE0220  STATE/COUNTY-  AR/CLAY
 GE0220  COUNTRY     -  US
 GE0220  USGS QUAD   -  KNOBEL (2017)
 GE0220
 GE0220                         *CURRENT SURVEY CONTROL
 GE0220  ______________________________________________________________________
 GE0220* NAD 83(1986) POSITION- 36 16 45.     (N) 090 34 43.     (W)   SCALED
 GE0220* NAVD 88 ORTHO HEIGHT -    86.154 (meters)      282.66  (feet) ADJUSTED
 GE0220  ______________________________________________________________________
 GE0220  GEOID HEIGHT    -        -28.441 (meters)                     GEOID18
 GE0220  DYNAMIC HEIGHT  -         86.084 (meters)      282.43  (feet) COMP
 GE0220  MODELED GRAVITY -    979,820.3   (mgal)                       NAVD 88
 GE0220
 GE0220  VERT ORDER      -  FIRST     CLASS II
 GE0220
 GE0220.The horizontal coordinates were scaled from a map and have
 GE0220.an estimated accuracy of +/- 6 seconds.
 GE0220
 GE0220.The orthometric height was determined by differential leveling and
 GE0220.adjusted by the NATIONAL GEODETIC SURVEY
 GE0220.in June 1991.
 GE0220
 GE0220.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0220.GEOID18 height accuracy estimate available here.
 GE0220
 GE0220.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA174176(NAD 83)
 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
 GE0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0220.See file dsdata.pdf to determine how the superseded data were derived.
 GE0220
 GE0220_MARKER: DB = BENCH MARK DISK
 GE0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0220_STAMPING: L 190 1956
 GE0220_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 DL0386 ***********************************************************************
 DL0386  DESIGNATION -  L 192 X
 DL0386  PID         -  DL0386
 DL0386  STATE/COUNTY-  AR/CLARK
 DL0386  COUNTRY     -  US
 DL0386  USGS QUAD   -  CURTIS (2017)
 DL0386
 DL0386                         *CURRENT SURVEY CONTROL
 DL0386  ______________________________________________________________________
 DL0386* NAD 83(1986) POSITION- 33 58 16.0    (N) 093 06 36.1    (W)   HD_HELD2
 DL0386* NAVD 88 ORTHO HEIGHT -    54.120 (meters)      177.56  (feet) ADJUSTED
 DL0386  ______________________________________________________________________
 DL0386  GEOID HEIGHT    -        -26.732 (meters)                     GEOID18
 DL0386  DYNAMIC HEIGHT  -         54.066 (meters)      177.38  (feet) COMP
 DL0386  MODELED GRAVITY -    979,629.0   (mgal)                       NAVD 88
 DL0386
 DL0386  VERT ORDER      -  FIRST     CLASS II
 DL0386
 DL0386.The horizontal coordinates were established by autonomous hand held GPS
 DL0386.observations and have an estimated accuracy of +/- 10 meters.
 DL0386
 DL0386.The orthometric height was determined by differential leveling and
 DL0386.adjusted by the NATIONAL GEODETIC SURVEY
 DL0386.in June 1991.
 DL0386
 DL0386.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0386.GEOID18 height accuracy estimate available here.
 DL0386
 DL0386.Click photographs - Photos may exist for this station.
 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     -   545,235.      297,426.      MT  (+/- 10 meters HH2 GPS)
 DL0386
 DL0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT8983558958(NAD 83)
 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
 DL0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0386.See file dsdata.pdf to determine how the superseded data were derived.
 DL0386
 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_MARK LOGO: CGS
 DL0386_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0386
 DL0386  HISTORY     - Date     Condition        Report By
 DL0386  HISTORY     - 1959     MONUMENTED       CGS
 DL0386  HISTORY     - 1960     GOOD             CGS
 DL0386
 DL0386                          STATION DESCRIPTION
 DL0386
 DL0386'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DL0307 ***********************************************************************
 DL0307  DESIGNATION -  L 193 X
 DL0307  PID         -  DL0307
 DL0307  STATE/COUNTY-  AR/OUACHITA
 DL0307  COUNTRY     -  US
 DL0307  USGS QUAD   -  BRAGG CITY (2017)
 DL0307
 DL0307                         *CURRENT SURVEY CONTROL
 DL0307  ______________________________________________________________________
 DL0307* NAD 83(1986) POSITION- 33 38 22.     (N) 092 54 34.     (W)   SCALED
 DL0307* NAVD 88 ORTHO HEIGHT -    34.403 (meters)      112.87  (feet) ADJUSTED
 DL0307  ______________________________________________________________________
 DL0307  GEOID HEIGHT    -        -26.359 (meters)                     GEOID18
 DL0307  DYNAMIC HEIGHT  -         34.367 (meters)      112.75  (feet) COMP
 DL0307  MODELED GRAVITY -    979,605.9   (mgal)                       NAVD 88
 DL0307
 DL0307  VERT ORDER      -  FIRST     CLASS II
 DL0307
 DL0307.The horizontal coordinates were scaled from a map and have
 DL0307.an estimated accuracy of +/- 6 seconds.
 DL0307
 DL0307.The orthometric height was determined by differential leveling and
 DL0307.adjusted by the NATIONAL GEODETIC SURVEY
 DL0307.in June 1991.
 DL0307
 DL0307.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0307.GEOID18 height accuracy estimate available here.
 DL0307
 DL0307.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT083221(NAD 83)
 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
 DL0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0307.See file dsdata.pdf to determine how the superseded data were derived.
 DL0307
 DL0307_MARKER: DB = BENCH MARK DISK
 DL0307_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0307_STAMPING: L 193 X 1959
 DL0307_MARK LOGO: CGS
 DL0307_MAGNETIC: P = MARKER IS A STEEL PIPE
 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             CGS
 DL0307  HISTORY     - 1964     GOOD             CGS
 DL0307
 DL0307                          STATION DESCRIPTION
 DL0307
 DL0307'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1964
 DL0307'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0415 ***********************************************************************
 DL0415  DESIGNATION -  L 196
 DL0415  PID         -  DL0415
 DL0415  STATE/COUNTY-  AR/OUACHITA
 DL0415  COUNTRY     -  US
 DL0415  USGS QUAD   -  CHIDESTER (2017)
 DL0415
 DL0415                         *CURRENT SURVEY CONTROL
 DL0415  ______________________________________________________________________
 DL0415* NAD 83(1986) POSITION- 33 42 00.4    (N) 093 01 23.5    (W)   HD_HELD2
 DL0415* NAVD 88 ORTHO HEIGHT -    90.332 (meters)      296.36  (feet) ADJUSTED
 DL0415  ______________________________________________________________________
 DL0415  GEOID HEIGHT    -        -26.451 (meters)                     GEOID18
 DL0415  DYNAMIC HEIGHT  -         90.240 (meters)      296.06  (feet) COMP
 DL0415  MODELED GRAVITY -    979,609.8   (mgal)                       NAVD 88
 DL0415
 DL0415  VERT ORDER      -  FIRST     CLASS II
 DL0415
 DL0415.The horizontal coordinates were established by autonomous hand held GPS
 DL0415.observations and have an estimated accuracy of +/- 10 meters.
 DL0415
 DL0415.The orthometric height was determined by differential leveling and
 DL0415.adjusted by the NATIONAL GEODETIC SURVEY
 DL0415.in June 1991.
 DL0415
 DL0415.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0415.GEOID18 height accuracy estimate available here.
 DL0415
 DL0415.Click photographs - Photos may exist for this station.
 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     -   515,096.      305,149.      MT  (+/- 10 meters HH2 GPS)
 DL0415
 DL0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT9785028905(NAD 83)
 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
 DL0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0415.See file dsdata.pdf to determine how the superseded data were derived.
 DL0415
 DL0415_MARKER: DB = BENCH MARK DISK
 DL0415_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DL0415+WITH SETTING: PAVEMENT
 DL0415_SP_SET: WATER TANK FOOTING
 DL0415_STAMPING: L 196 1960
 DL0415_MARK LOGO: CGS
 DL0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0415+STABILITY: SURFACE MOTION
 DL0415_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL0415+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2018
 DL0415
 DL0415  HISTORY     - Date     Condition        Report By
 DL0415  HISTORY     - 1960     MONUMENTED       CGS
 DL0415  HISTORY     - 1964     GOOD             CGS
 DL0415  HISTORY     - 20160315 GOOD             ARHD
 DL0415  HISTORY     - 20180828 GOOD             ARHD
 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 COAST AND GEODETIC SURVEY 1964
 DL0415'RECOVERED IN GOOD CONDITION.
 DL0415
 DL0415                          STATION RECOVERY (2016)
 DL0415
 DL0415'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (BAB)
 DL0415'RECOVERED IN GOOD CONDITION.
 DL0415
 DL0415                          STATION RECOVERY (2018)
 DL0415
 DL0415'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (JDH)
 DL0415'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0373 ***********************************************************************
 DL0373  DESIGNATION -  L 197
 DL0373  PID         -  DL0373
 DL0373  STATE/COUNTY-  AR/OUACHITA
 DL0373  COUNTRY     -  US
 DL0373  USGS QUAD   -  CAMDEN (2017)
 DL0373
 DL0373                         *CURRENT SURVEY CONTROL
 DL0373  ______________________________________________________________________
 DL0373* NAD 83(1986) POSITION- 33 35 49.     (N) 092 49 03.     (W)   SCALED
 DL0373* NAVD 88 ORTHO HEIGHT -    35.098 (meters)      115.15  (feet) ADJUSTED
 DL0373  ______________________________________________________________________
 DL0373  GEOID HEIGHT    -        -26.286 (meters)                     GEOID18
 DL0373  DYNAMIC HEIGHT  -         35.062 (meters)      115.03  (feet) COMP
 DL0373  MODELED GRAVITY -    979,607.4   (mgal)                       NAVD 88
 DL0373
 DL0373  VERT ORDER      -  FIRST     CLASS II
 DL0373
 DL0373.The horizontal coordinates were scaled from a map and have
 DL0373.an estimated accuracy of +/- 6 seconds.
 DL0373
 DL0373.The orthometric height was determined by differential leveling and
 DL0373.adjusted by the NATIONAL GEODETIC SURVEY
 DL0373.in June 1991.
 DL0373
 DL0373.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0373.GEOID18 height accuracy estimate available here.
 DL0373
 DL0373.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT169174(NAD 83)
 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
 DL0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0373.See file dsdata.pdf to determine how the superseded data were derived.
 DL0373
 DL0373_MARKER: DB = BENCH MARK DISK
 DL0373_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL0373_SP_SET: PILLAR
 DL0373_STAMPING: L 197 1960
 DL0373_MARK LOGO: CGS
 DL0373_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0373_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL0373+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2013
 DL0373
 DL0373  HISTORY     - Date     Condition        Report By
 DL0373  HISTORY     - 1960     MONUMENTED       CGS
 DL0373  HISTORY     - 1964     GOOD             CGS
 DL0373  HISTORY     - 20090610 GOOD             ARHD
 DL0373  HISTORY     - 20120409 GOOD             JCLS
 DL0373  HISTORY     - 20130709 GOOD             ARHD
 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 COAST AND GEODETIC SURVEY 1964
 DL0373'RECOVERED IN GOOD CONDITION.
 DL0373
 DL0373                          STATION RECOVERY (2009)
 DL0373
 DL0373'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2009 (DA)
 DL0373'RECOVERED IN GOOD CONDITION.
 DL0373
 DL0373                          STATION RECOVERY (2012)
 DL0373
 DL0373'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2012 (MRY)
 DL0373'RECOVERED IN GOOD CONDITION.
 DL0373
 DL0373                          STATION RECOVERY (2013)
 DL0373
 DL0373'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (KBC)
 DL0373'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0222 ***********************************************************************
 DL0222  DESIGNATION -  L 198
 DL0222  PID         -  DL0222
 DL0222  STATE/COUNTY-  AR/UNION
 DL0222  COUNTRY     -  US
 DL0222  USGS QUAD   -  SMACKOVER (2017)
 DL0222
 DL0222                         *CURRENT SURVEY CONTROL
 DL0222  ______________________________________________________________________
 DL0222* NAD 83(1986) POSITION- 33 20 27.2    (N) 092 39 35.9    (W)   HD_HELD2
 DL0222* NAVD 88 ORTHO HEIGHT -    62.971 (meters)      206.60  (feet) ADJUSTED
 DL0222  ______________________________________________________________________
 DL0222  GEOID HEIGHT    -        -26.284 (meters)                     GEOID18
 DL0222  DYNAMIC HEIGHT  -         62.904 (meters)      206.38  (feet) COMP
 DL0222  MODELED GRAVITY -    979,581.8   (mgal)                       NAVD 88
 DL0222
 DL0222  VERT ORDER      -  FIRST     CLASS II
 DL0222
 DL0222.The horizontal coordinates were established by autonomous hand held GPS
 DL0222.observations and have an estimated accuracy of +/- 10 meters.
 DL0222
 DL0222.The orthometric height was determined by differential leveling and
 DL0222.adjusted by the NATIONAL GEODETIC SURVEY
 DL0222.in June 1991.
 DL0222
 DL0222.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0222.GEOID18 height accuracy estimate available here.
 DL0222
 DL0222.Click photographs - Photos may exist for this station.
 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     -   474,979.      338,563.      MT  (+/- 10 meters HH2 GPS)
 DL0222
 DL0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS3164189130(NAD 83)
 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
 DL0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0222.See file dsdata.pdf to determine how the superseded data were derived.
 DL0222
 DL0222_MARKER: DB = BENCH MARK DISK
 DL0222_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL0222_SP_SET: FOUNDATION
 DL0222_STAMPING: L 198 1960
 DL0222_MARK LOGO: CGS
 DL0222_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0222_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL0222+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2011
 DL0222
 DL0222  HISTORY     - Date     Condition        Report By
 DL0222  HISTORY     - 1960     MONUMENTED       CGS
 DL0222  HISTORY     - 1964     GOOD             CGS
 DL0222  HISTORY     - 20090610 GOOD             ARHD
 DL0222  HISTORY     - 20110421 GOOD             ARHD
 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 COAST AND GEODETIC SURVEY 1964
 DL0222'RECOVERED IN GOOD CONDITION.
 DL0222
 DL0222                          STATION RECOVERY (2009)
 DL0222
 DL0222'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2009 (ST)
 DL0222'RECOVERED IN GOOD CONDITION.
 DL0222
 DL0222                          STATION RECOVERY (2011)
 DL0222
 DL0222'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (SES)
 DL0222'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0842 ***********************************************************************
 DL0842  DESIGNATION -  L 199
 DL0842  PID         -  DL0842
 DL0842  STATE/COUNTY-  AR/LAFAYETTE
 DL0842  COUNTRY     -  US
 DL0842  USGS QUAD   -  BRADLEY (2017)
 DL0842
 DL0842                         *CURRENT SURVEY CONTROL
 DL0842  ______________________________________________________________________
 DL0842* NAD 83(1986) POSITION- 33 06 24.     (N) 093 43 24.     (W)   SCALED
 DL0842* NAVD 88 ORTHO HEIGHT -    64.372 (meters)      211.19  (feet) ADJUSTED
 DL0842  ______________________________________________________________________
 DL0842  GEOID HEIGHT    -        -26.510 (meters)                     GEOID18
 DL0842  DYNAMIC HEIGHT  -         64.302 (meters)      210.96  (feet) COMP
 DL0842  MODELED GRAVITY -    979,549.0   (mgal)                       NAVD 88
 DL0842
 DL0842  VERT ORDER      -  FIRST     CLASS II
 DL0842
 DL0842.The horizontal coordinates were scaled from a map and have
 DL0842.an estimated accuracy of +/- 6 seconds.
 DL0842
 DL0842.The orthometric height was determined by differential leveling and
 DL0842.adjusted by the NATIONAL GEODETIC SURVEY
 DL0842.in June 1991.
 DL0842
 DL0842.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0842.GEOID18 height accuracy estimate available here.
 DL0842
 DL0842.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS325633(NAD 83)
 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
 DL0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0842.See file dsdata.pdf to determine how the superseded data were derived.
 DL0842
 DL0842_MARKER: DB = BENCH MARK DISK
 DL0842_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DL0842_SP_SET: COTTON GIN BASE
 DL0842_STAMPING: L 199 1960
 DL0842_MARK LOGO: CGS
 DL0842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0842+STABILITY: SURFACE MOTION
 DL0842
 DL0842  HISTORY     - Date     Condition        Report By
 DL0842  HISTORY     - 1960     MONUMENTED       CGS
 DL0842  HISTORY     - 1963     GOOD             CGS
 DL0842
 DL0842                          STATION DESCRIPTION
 DL0842
 DL0842'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 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 COAST AND GEODETIC SURVEY 1963
 DL0842'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GE0485 ***********************************************************************
 GE0485  DESIGNATION -  L 2
 GE0485  PID         -  GE0485
 GE0485  STATE/COUNTY-  AR/LAWRENCE
 GE0485  COUNTRY     -  US
 GE0485  USGS QUAD   -  BLACK ROCK (2017)
 GE0485
 GE0485                         *CURRENT SURVEY CONTROL
 GE0485  ______________________________________________________________________
 GE0485* NAD 83(1986) POSITION- 36 06 26.     (N) 091 05 35.     (W)   SCALED
 GE0485* NAVD 88 ORTHO HEIGHT -    79.813 (meters)      261.85  (feet) ADJUSTED
 GE0485  ______________________________________________________________________
 GE0485  GEOID HEIGHT    -        -28.152 (meters)                     GEOID18
 GE0485  DYNAMIC HEIGHT  -         79.747 (meters)      261.64  (feet) COMP
 GE0485  MODELED GRAVITY -    979,804.0   (mgal)                       NAVD 88
 GE0485
 GE0485  VERT ORDER      -  FIRST     CLASS II
 GE0485
 GE0485.The horizontal coordinates were scaled from a map and have
 GE0485.an estimated accuracy of +/- 6 seconds.
 GE0485
 GE0485.The orthometric height was determined by differential leveling and
 GE0485.adjusted by the NATIONAL GEODETIC SURVEY
 GE0485.in January 1995.
 GE0485
 GE0485.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0485.GEOID18 height accuracy estimate available here.
 GE0485
 GE0485.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV716975(NAD 83)
 GE0485
 GE0485                          SUPERSEDED SURVEY CONTROL
 GE0485
 GE0485  NAVD 88 (06/15/91)   79.869  (m)          262.04   (f) SUPERSEDED  1 2
 GE0485  NGVD 29 (10/05/93)   79.722  (m)          261.55   (f) ADJUSTED    1 2
 GE0485  NGVD 29 (??/??/92)   79.778  (m)          261.74   (f) SUPERSEDED  1 2
 GE0485
 GE0485.Superseded values are not recommended for survey control.
 GE0485
 GE0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0485.See file dsdata.pdf to determine how the superseded data were derived.
 GE0485
 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             CGS
 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FH0124 ***********************************************************************
 FH0124  DESIGNATION -  L 20
 FH0124  PID         -  FH0124
 FH0124  STATE/COUNTY-  AR/SEBASTIAN
 FH0124  COUNTRY     -  US
 FH0124  USGS QUAD   -  GREENWOOD (2017)
 FH0124
 FH0124                         *CURRENT SURVEY CONTROL
 FH0124  ______________________________________________________________________
 FH0124* NAD 83(1986) POSITION- 35 08 47.     (N) 094 16 15.     (W)   SCALED
 FH0124* NAVD 88 ORTHO HEIGHT -   198.698 (meters)      651.90  (feet) POSTED
 FH0124  ______________________________________________________________________
 FH0124  GEOID HEIGHT    -        -30.650 (meters)                     GEOID18
 FH0124  DYNAMIC HEIGHT  -        198.50  (meters)      651.2   (feet) COMP
 FH0124  MODELED GRAVITY -    979,642.2   (mgal)                       NAVD 88
 FH0124
 FH0124  VERT ORDER      -  * POSTED, SEE BELOW
 FH0124
 FH0124.The horizontal coordinates were scaled from a 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
 FH0124.* This is a POSTED BENCH MARK height.
 FH0124
 FH0124.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0124.GEOID18 height accuracy estimate available here.
 FH0124
 FH0124.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU842900(NAD 83)
 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
 FH0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0124.See file dsdata.pdf to determine how the superseded data were derived.
 FH0124
 FH0124_MARKER: DB = BENCH MARK DISK
 FH0124_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FH0124_SP_SET: CULVERT HEADWALL
 FH0124_STAMPING: L 20 1931
 FH0124_MARK LOGO: CGS
 FH0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0124+STABILITY: SURFACE MOTION
 FH0124
 FH0124  HISTORY     - Date     Condition        Report By
 FH0124  HISTORY     - 1931     MONUMENTED       CGS
 FH0124  HISTORY     - 1969     MARK NOT FOUND   USGS
 FH0124  HISTORY     - 1985     MARK NOT FOUND   NGS
 FH0124
 FH0124                          STATION DESCRIPTION
 FH0124
 FH0124'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 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  COUNTRY     -  US
 DG4763  USGS QUAD   -  AVON (2018)
 DG4763
 DG4763                         *CURRENT SURVEY CONTROL
 DG4763  ______________________________________________________________________
 DG4763* NAD 83(2011) POSITION- 33 11 03.48054(N) 091 06 20.16182(W)   ADJUSTED
 DG4763* NAD 83(2011) ELLIP HT-    11.600 (meters)        (06/27/12)   ADJUSTED
 DG4763* NAD 83(2011) EPOCH   -  2010.00
 DG4763* NAVD 88 ORTHO HEIGHT -    37.86  (meters)      124.2   (feet) GPS OBS
 DG4763  ______________________________________________________________________
 DG4763  NAVD 88 orthometric height was determined with geoid model    G99SSS
 DG4763  GEOID HEIGHT    -        -27.015 (meters)                     G99SSS
 DG4763  GEOID HEIGHT    -        -26.244 (meters)                     GEOID18
 DG4763  NAD 83(2011) X  -   -103,100.363 (meters)                     COMP
 DG4763  NAD 83(2011) Y  - -5,342,329.754 (meters)                     COMP
 DG4763  NAD 83(2011) Z  -  3,471,089.491 (meters)                     COMP
 DG4763  LAPLACE CORR    -         -2.01  (seconds)                    DEFLEC18
 DG4763
 DG4763  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG4763  Standards:
 DG4763         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG4763            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG4763  -------------------------------------------------------------------
 DG4763  NETWORK    0.40   0.49           0.16   0.17   0.25      0.02477174
 DG4763  -------------------------------------------------------------------
 DG4763  Click here for local accuracies and other accuracy information.
 DG4763
 DG4763.The horizontal coordinates were established by GPS observations
 DG4763.and adjusted by the National Geodetic Survey in June 2012.
 DG4763
 DG4763.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG4763.been affixed to the stable North American tectonic plate. See 
 DG4763.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG4763
 DG4763.The horizontal coordinates are valid at the epoch date displayed above
 DG4763.which is a decimal equivalence of Year/Month/Day.
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG4763.GEOID18 height accuracy estimate available here.
 DG4763
 DG4763.Click photographs - Photos may exist for this station.
 DG4763
 DG4763.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4763
 DG4763.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG4763
 DG4763.The ellipsoidal height was determined by GPS observations
 DG4763.and is referenced to NAD 83.
 DG4763
 DG4763. The following values were computed from the NAD 83(2011) position.
 DG4763
 DG4763;                    North         East     Units Scale Factor Converg.
 DG4763;SPC AR S     -   457,777.725   483,411.545   MT  1.00002766   +0 30 02.1
 DG4763;SPC AR S     - 1,501,892.42  1,585,992.71   sFT  1.00002766   +0 30 02.1
 DG4763;UTM  15      - 3,673,317.177   676,611.069   MT  0.99998459   +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   0.99998459  =   0.99998277
 DG4763
 DG4763_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS7661173317(NAD 83)
 DG4763
 DG4763                          SUPERSEDED SURVEY CONTROL
 DG4763
 DG4763  NAD 83(2011)-  33 11 03.47930(N)    091 06 20.16177(W) AD(2010.00) 0
 DG4763  ELLIP H (08/11/14)   11.579  (m)                       GP(2010.00)    
 DG4763  NAD 83(2007)-  33 11 03.48043(N)    091 06 20.16271(W) AD(2002.00) 0
 DG4763  ELLIP H (02/10/07)   11.623  (m)                       GP(2002.00)    
 DG4763  NAD 83(1997)-  33 11 03.48036(N)    091 06 20.16236(W) AD(       ) 1
 DG4763  ELLIP H (03/17/04)   11.617  (m)                       GP(       ) 4 2
 DG4763  NAVD 88 (08/11/14)   37.8    (m)  GEOID12A model used  GPS OBS        
 DG4763
 DG4763.Superseded values are not recommended for survey control.
 DG4763
 DG4763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4763.See file dsdata.pdf to determine how the superseded data were derived.
 DG4763
 DG4763_MARKER: DD = SURVEY DISK
 DG4763_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DG4763_STAMPING: L 20 48
 DG4763_MARK LOGO: USACE
 DG4763_MAGNETIC: I = MARKER IS A STEEL ROD
 DG4763_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4763_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4763+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2012
 DG4763
 DG4763  HISTORY     - Date     Condition        Report By
 DG4763  HISTORY     - UNK      MONUMENTED       USACE
 DG4763  HISTORY     - 20020917 GOOD             PYBURN
 DG4763  HISTORY     - 20030731 GOOD             EMCINC
 DG4763  HISTORY     - 20121211 GOOD             JMSM
 DG4763
 DG4763                          STATION DESCRIPTION
 DG4763
 DG4763'DESCRIBED BY PYBURN AND ODOM, INCORPORATED 2002
 DG4763'THE STATION IS LOCATED 16 MILES SOUTH SOUTHWEST OF REENVILLE,
 DG4763'MISSISSIPPI, 10 MILES NORTHEAST OF EUDORA, ARKANSAS, AND 8 MILES
 DG4763'MILES SOUTHEAST OF LAKE VILLAGE, ARKANSAS, ON THE WEST BANK OF THE
 DG4763'MISSISSIPPI RIVER.
 DG4763'
 DG4763'OWNERSHIP IS BY CORPS OF ENGINEERS
 DG4763'
 DG4763'TO REACH THE
 DG4763'STATION FROM GREENVILLE, MISSISSIPPI, CROSS THE MISSISSIPPI RIVER
 DG4763'BRIDGE INTO CHICOT COUNTY ARKANSAS, PROCEED WESTERLY ALONG U.S.
 DG4763'82 FOR APPROXIMATELY 1 MILE TO THE INTERSECTION OF U.S. 82 AND
 DG4763'ARKANSA SSTATE ROUTE 142, TURN LEFT ONTO ROUTE 142 AND PROCEED 5.0
 DG4763'MILES SOUTHEASTERLY TO THE MISSISSIPPI 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.
 DG4763'
 DG4763'THE STATION IS
 DG4763'LOCATED 122 FEET NORTHWEST OF A STEEL POST MARKING LEVEE STATION 3000,
 DG4763'IT IS 140 FEET NORTHWEST OF THE CENTERLINE OF THE MISSISSIPPI RIVER
 DG4763'LEVEE, AND 100 FEET SOUTHEAST OF THE WOODS LINE.  THE MARK IS A DEEP
 DG4763'ROD WITH 2 INCH BRASS DISK WHICH IS ENCASED IN A 3 1/2 INCH STEEL
 DG4763'GALVANIZED PIPE WITH A SCREW ON CAP.THE SCREW ON CAP IS STAMPED BM L
 DG4763'20 48. THE 3 1/2 INCH PIPE PROJECTS 2 INCH ABOVE THE GROUND, THE 2 IN.
 DG4763'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                          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.
 DG4763
 DG4763                          STATION RECOVERY (2012)
 DG4763
 DG4763'RECOVERY NOTE BY JOHNSON-MCADAMS SURVEYING AND MAPPING 2012 (JFF)
 DG4763'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0114 ***********************************************************************
 DL0114  DESIGNATION -  L 200
 DL0114  PID         -  DL0114
 DL0114  STATE/COUNTY-  AR/UNION
 DL0114  COUNTRY     -  US
 DL0114  USGS QUAD   -  NEW LONDON (2017)
 DL0114
 DL0114                         *CURRENT SURVEY CONTROL
 DL0114  ______________________________________________________________________
 DL0114* NAD 83(1986) POSITION- 33 09 33.     (N) 092 15 43.     (W)   SCALED
 DL0114* NAVD 88 ORTHO HEIGHT -    35.230 (meters)      115.58  (feet) ADJUSTED
 DL0114  ______________________________________________________________________
 DL0114  GEOID HEIGHT    -        -26.145 (meters)                     GEOID18
 DL0114  DYNAMIC HEIGHT  -         35.192 (meters)      115.46  (feet) COMP
 DL0114  MODELED GRAVITY -    979,564.7   (mgal)                       NAVD 88
 DL0114
 DL0114  VERT ORDER      -  FIRST     CLASS II
 DL0114
 DL0114.The horizontal coordinates were scaled from a map and have
 DL0114.an estimated accuracy of +/- 6 seconds.
 DL0114
 DL0114.The orthometric height was determined by differential leveling and
 DL0114.adjusted by the NATIONAL GEODETIC SURVEY
 DL0114.in June 1991.
 DL0114
 DL0114.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0114.GEOID18 height accuracy estimate available here.
 DL0114
 DL0114.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS688691(NAD 83)
 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
 DL0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0114.See file dsdata.pdf to determine how the superseded data were derived.
 DL0114
 DL0114_MARKER: DB = BENCH MARK DISK
 DL0114_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL0114_STAMPING: L 200 1960
 DL0114_MARK LOGO: CGS
 DL0114_MAGNETIC: I = MARKER IS A STEEL ROD
 DL0114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0114_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL0114+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2015
 DL0114
 DL0114  HISTORY     - Date     Condition        Report By
 DL0114  HISTORY     - 1960     MONUMENTED       CGS
 DL0114  HISTORY     - 1964     GOOD             CGS
 DL0114  HISTORY     - 20040926 GOOD             USPSQD
 DL0114  HISTORY     - 20150608 GOOD             ARHD
 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 COAST AND 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.
 DL0114
 DL0114                          STATION RECOVERY (2015)
 DL0114
 DL0114'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (BAB)
 DL0114'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0083 ***********************************************************************
 DL0083  DESIGNATION -  L 201
 DL0083  PID         -  DL0083
 DL0083  STATE/COUNTY-  AR/UNION
 DL0083  COUNTRY     -  US
 DL0083  USGS QUAD   -  URBANA (2017)
 DL0083
 DL0083                         *CURRENT SURVEY CONTROL
 DL0083  ______________________________________________________________________
 DL0083* NAD 83(1986) POSITION- 33 13 56.     (N) 092 28 13.     (W)   SCALED
 DL0083* NAVD 88 ORTHO HEIGHT -    60.471 (meters)      198.40  (feet) ADJUSTED
 DL0083  ______________________________________________________________________
 DL0083  GEOID HEIGHT    -        -26.244 (meters)                     GEOID18
 DL0083  DYNAMIC HEIGHT  -         60.406 (meters)      198.18  (feet) COMP
 DL0083  MODELED GRAVITY -    979,563.1   (mgal)                       NAVD 88
 DL0083
 DL0083  VERT ORDER      -  FIRST     CLASS II
 DL0083
 DL0083.The horizontal coordinates were scaled from a map and have
 DL0083.an estimated accuracy of +/- 6 seconds.
 DL0083
 DL0083.The orthometric height was determined by differential leveling and
 DL0083.adjusted by the NATIONAL GEODETIC SURVEY
 DL0083.in June 1991.
 DL0083
 DL0083.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0083.GEOID18 height accuracy estimate available here.
 DL0083
 DL0083.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS493771(NAD 83)
 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
 DL0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0083.See file dsdata.pdf to determine how the superseded data were derived.
 DL0083
 DL0083_MARKER: DB = BENCH MARK DISK
 DL0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0083_STAMPING: L 201 1960
 DL0083_MARK LOGO: CGS
 DL0083_PROJECTION: PROJECTING 18 CENTIMETERS
 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             CGS
 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DL0555 ***********************************************************************
 DL0555  DESIGNATION -  L 202
 DL0555  PID         -  DL0555
 DL0555  STATE/COUNTY-  AR/COLUMBIA
 DL0555  COUNTRY     -  US
 DL0555  USGS QUAD   -  WALDO (2017)
 DL0555
 DL0555                         *CURRENT SURVEY CONTROL
 DL0555  ______________________________________________________________________
 DL0555* NAD 83(1986) POSITION- 33 21 01.     (N) 093 20 33.     (W)   SCALED
 DL0555* NAVD 88 ORTHO HEIGHT -    90.333 (meters)      296.37  (feet) ADJUSTED
 DL0555  ______________________________________________________________________
 DL0555  GEOID HEIGHT    -        -26.577 (meters)                     GEOID18
 DL0555  DYNAMIC HEIGHT  -         90.236 (meters)      296.05  (feet) COMP
 DL0555  MODELED GRAVITY -    979,566.5   (mgal)                       NAVD 88
 DL0555
 DL0555  VERT ORDER      -  FIRST     CLASS II
 DL0555
 DL0555.The horizontal coordinates were scaled from a map and have
 DL0555.an estimated accuracy of +/- 6 seconds.
 DL0555
 DL0555.The orthometric height was determined by differential leveling and
 DL0555.adjusted by the NATIONAL GEODETIC SURVEY
 DL0555.in June 1991.
 DL0555
 DL0555.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0555.GEOID18 height accuracy estimate available here.
 DL0555
 DL0555.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS681901(NAD 83)
 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
 DL0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0555.See file dsdata.pdf to determine how the superseded data were derived.
 DL0555
 DL0555_MARKER: DB = BENCH MARK DISK
 DL0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0555_STAMPING: L 202 1960
 DL0555_MARK LOGO: CGS
 DL0555_PROJECTION: PROJECTING 15 CENTIMETERS
 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             CGS
 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 COAST AND GEODETIC SURVEY 1963
 DL0555'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0768 ***********************************************************************
 DL0768  DESIGNATION -  L 203
 DL0768  PID         -  DL0768
 DL0768  STATE/COUNTY-  AR/LAFAYETTE
 DL0768  COUNTRY     -  US
 DL0768  USGS QUAD   -  LEWISVILLE (2017)
 DL0768
 DL0768                         *CURRENT SURVEY CONTROL
 DL0768  ______________________________________________________________________
 DL0768* NAD 83(1986) POSITION- 33 16 13.     (N) 093 36 40.     (W)   SCALED
 DL0768* NAVD 88 ORTHO HEIGHT -    79.147 (meters)      259.67  (feet) ADJUSTED
 DL0768  ______________________________________________________________________
 DL0768  GEOID HEIGHT    -        -26.638 (meters)                     GEOID18
 DL0768  DYNAMIC HEIGHT  -         79.062 (meters)      259.39  (feet) COMP
 DL0768  MODELED GRAVITY -    979,562.5   (mgal)                       NAVD 88
 DL0768
 DL0768  VERT ORDER      -  FIRST     CLASS II
 DL0768
 DL0768.The horizontal coordinates were scaled from a map and have
 DL0768.an estimated accuracy of +/- 6 seconds.
 DL0768
 DL0768.The orthometric height was determined by differential leveling and
 DL0768.adjusted by the NATIONAL GEODETIC SURVEY
 DL0768.in June 1991.
 DL0768
 DL0768.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0768.GEOID18 height accuracy estimate available here.
 DL0768
 DL0768.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS430814(NAD 83)
 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
 DL0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0768.See file dsdata.pdf to determine how the superseded data were derived.
 DL0768
 DL0768_MARKER: DB = BENCH MARK DISK
 DL0768_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL0768_STAMPING: L 203 1960
 DL0768_MARK LOGO: CGS
 DL0768_MAGNETIC: I = MARKER IS A STEEL ROD
 DL0768_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0768_ROD/PIPE-DEPTH: 6.4 meters
 DL0768
 DL0768  HISTORY     - Date     Condition        Report By
 DL0768  HISTORY     - 1960     MONUMENTED       CGS
 DL0768  HISTORY     - 1963     GOOD             CGS
 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 COAST AND GEODETIC SURVEY 1963
 DL0768'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0513 ***********************************************************************
 DL0513  DESIGNATION -  L 204
 DL0513  PID         -  DL0513
 DL0513  STATE/COUNTY-  AR/OUACHITA
 DL0513  COUNTRY     -  US
 DL0513  USGS QUAD   -  STEPHENS (2017)
 DL0513
 DL0513                         *CURRENT SURVEY CONTROL
 DL0513  ______________________________________________________________________
 DL0513* NAD 83(1986) POSITION- 33 26 36.2    (N) 093 01 29.6    (W)   HD_HELD2
 DL0513* NAVD 88 ORTHO HEIGHT -    64.151 (meters)      210.47  (feet) ADJUSTED
 DL0513  ______________________________________________________________________
 DL0513  GEOID HEIGHT    -        -26.378 (meters)                     GEOID18
 DL0513  DYNAMIC HEIGHT  -         64.084 (meters)      210.25  (feet) COMP
 DL0513  MODELED GRAVITY -    979,585.7   (mgal)                       NAVD 88
 DL0513
 DL0513  VERT ORDER      -  FIRST     CLASS II
 DL0513
 DL0513.The horizontal coordinates were established by autonomous hand held GPS
 DL0513.observations and have an estimated accuracy of +/- 10 meters.
 DL0513
 DL0513.The orthometric height was determined by differential leveling and
 DL0513.adjusted by the NATIONAL GEODETIC SURVEY
 DL0513.in March 2014.
 DL0513
 DL0513.No vertical observational check was made to the station.
 DL0513
 DL0513.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0513.GEOID18 height accuracy estimate available here.
 DL0513
 DL0513.Click photographs - Photos may exist for this station.
 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     -   486,626.      304,707.      MT  (+/- 10 meters HH2 GPS)
 DL0513
 DL0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT9768600443(NAD 83)
 DL0513
 DL0513                          SUPERSEDED SURVEY CONTROL
 DL0513
 DL0513  NAVD 88 (06/15/91)   64.176  (m)          210.55   (f) SUPERSEDED  1 2
 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
 DL0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0513.See file dsdata.pdf to determine how the superseded data were derived.
 DL0513
 DL0513_MARKER: DB = BENCH MARK DISK
 DL0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0513_STAMPING: L 204 1960
 DL0513_MARK LOGO: CGS
 DL0513_PROJECTION: FLUSH
 DL0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0513+STABILITY: SURFACE MOTION
 DL0513_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL0513+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2013
 DL0513
 DL0513  HISTORY     - Date     Condition        Report By
 DL0513  HISTORY     - 1960     MONUMENTED       CGS
 DL0513  HISTORY     - 1964     GOOD             CGS
 DL0513  HISTORY     - 20110921 GOOD             ARHD
 DL0513  HISTORY     - 20130416 GOOD             ARHD
 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 COAST AND GEODETIC SURVEY 1964
 DL0513'RECOVERED IN GOOD CONDITION.
 DL0513
 DL0513                          STATION RECOVERY (2011)
 DL0513
 DL0513'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (AMC)
 DL0513'RECOVERED IN GOOD CONDITION.
 DL0513
 DL0513                          STATION RECOVERY (2013)
 DL0513
 DL0513'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (JDH)
 DL0513'RECOVERED IN GOOD CONDITION.
 DL0513'
 DL0513'NOTE-ADD- 15 M (49.2 FT) WEST OF A COUNTY ROAD 109.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0643 ***********************************************************************
 DL0643  DESIGNATION -  L 205
 DL0643  PID         -  DL0643
 DL0643  STATE/COUNTY-  AR/COLUMBIA
 DL0643  COUNTRY     -  US
 DL0643  USGS QUAD   -  CALHOUN (2017)
 DL0643
 DL0643                         *CURRENT SURVEY CONTROL
 DL0643  ______________________________________________________________________
 DL0643* NAD 83(1986) POSITION- 33 13 38.     (N) 093 13 05.     (W)   SCALED
 DL0643* NAVD 88 ORTHO HEIGHT -    95.567 (meters)      313.54  (feet) ADJUSTED
 DL0643  ______________________________________________________________________
 DL0643  GEOID HEIGHT    -        -26.389 (meters)                     GEOID18
 DL0643  DYNAMIC HEIGHT  -         95.464 (meters)      313.20  (feet) COMP
 DL0643  MODELED GRAVITY -    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 map and have
 DL0643.an estimated accuracy of +/- 6 seconds.
 DL0643
 DL0643.The orthometric height was determined by differential leveling and
 DL0643.adjusted by the NATIONAL GEODETIC SURVEY
 DL0643.in June 1991.
 DL0643
 DL0643.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0643.GEOID18 height accuracy estimate available here.
 DL0643
 DL0643.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS796764(NAD 83)
 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
 DL0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0643.See file dsdata.pdf to determine how the superseded data were derived.
 DL0643
 DL0643_MARKER: DB = BENCH MARK DISK
 DL0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0643_STAMPING: L 205 1960
 DL0643_MARK LOGO: CGS
 DL0643_PROJECTION: PROJECTING 5 CENTIMETERS
 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  HISTORY     - 20140903 MARK NOT FOUND   WOOLPT
 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.
 DL0643
 DL0643                          STATION RECOVERY (2014)
 DL0643
 DL0643'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2014 (DPM)
 DL0643'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1526 ***********************************************************************
 FF1526  DESIGNATION -  L 206
 FF1526  PID         -  FF1526
 FF1526  STATE/COUNTY-  AR/WHITE
 FF1526  COUNTRY     -  US
 FF1526  USGS QUAD   -  LETONA (2017)
 FF1526
 FF1526                         *CURRENT SURVEY CONTROL
 FF1526  ______________________________________________________________________
 FF1526* NAD 83(1986) POSITION- 35 15 31.01   (N) 091 52 23.62   (W)   HD_HELD1
 FF1526* NAVD 88 ORTHO HEIGHT -    98.309 (meters)      322.54  (feet) ADJUSTED
 FF1526  ______________________________________________________________________
 FF1526  GEOID HEIGHT    -        -27.442 (meters)                     GEOID18
 FF1526  DYNAMIC HEIGHT  -         98.220 (meters)      322.24  (feet) COMP
 FF1526  MODELED GRAVITY -    979,727.0   (mgal)                       NAVD 88
 FF1526
 FF1526  VERT ORDER      -  SECOND    CLASS 0
 FF1526
 FF1526.The horizontal coordinates were determined by differentially corrected
 FF1526.hand held GPS observations or other comparable positioning techniques
 FF1526.and have an estimated accuracy of +/- 3 meters.
 FF1526
 FF1526.The orthometric height was determined by differential leveling and
 FF1526.adjusted by the NATIONAL GEODETIC SURVEY
 FF1526.in June 1991.
 FF1526
 FF1526.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1526.GEOID18 height accuracy estimate available here.
 FF1526
 FF1526.Click photographs - Photos may exist for this station.
 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     -   102,659.3     411,535.7     MT  (+/- 3 meters HH1 GPS) 
 FF1526
 FF1526_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV0249702304(NAD 83)
 FF1526
 FF1526                          SUPERSEDED SURVEY CONTROL
 FF1526
 FF1526  NGVD 29 (11/26/84)   98.260  (m)          322.37   (f) ADJUSTED    2 0
 FF1526
 FF1526.Superseded values are not recommended for survey control.
 FF1526
 FF1526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1526.See file dsdata.pdf to determine how the superseded data were derived.
 FF1526
 FF1526_MARKER: DB = BENCH MARK DISK
 FF1526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1526_STAMPING: L 206 1962
 FF1526_MARK LOGO: CGS
 FF1526_PROJECTION: PROJECTING 10 CENTIMETERS
 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 - August 20, 2018
 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  HISTORY     - 20180820 GOOD             ARHD
 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.
 FF1526
 FF1526                          STATION RECOVERY (2018)
 FF1526
 FF1526'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (BAB)
 FF1526'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0198 ***********************************************************************
 FG0198  DESIGNATION -  L 207
 FG0198  PID         -  FG0198
 FG0198  STATE/COUNTY-  AR/CLEBURNE
 FG0198  COUNTRY     -  US
 FG0198  USGS QUAD   -  HEBER SPRINGS (2017)
 FG0198
 FG0198                         *CURRENT SURVEY CONTROL
 FG0198  ______________________________________________________________________
 FG0198* NAD 83(1986) POSITION- 35 26 54.     (N) 092 05 02.     (W)   SCALED
 FG0198* NAVD 88 ORTHO HEIGHT -   249.112 (meters)      817.30  (feet) ADJUSTED
 FG0198  ______________________________________________________________________
 FG0198  GEOID HEIGHT    -        -27.554 (meters)                     GEOID18
 FG0198  DYNAMIC HEIGHT  -        248.883 (meters)      816.54  (feet) COMP
 FG0198  MODELED GRAVITY -    979,708.5   (mgal)                       NAVD 88
 FG0198
 FG0198  VERT ORDER      -  SECOND    CLASS 0
 FG0198
 FG0198.The horizontal coordinates were scaled from a map and have
 FG0198.an estimated accuracy of +/- 6 seconds.
 FG0198
 FG0198.The orthometric height was determined by differential leveling and
 FG0198.adjusted by the NATIONAL GEODETIC SURVEY
 FG0198.in June 1991.
 FG0198
 FG0198.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0198.GEOID18 height accuracy estimate available here.
 FG0198
 FG0198.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV831231(NAD 83)
 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
 FG0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0198.See file dsdata.pdf to determine how the superseded data were derived.
 FG0198
 FG0198_MARKER: DB = BENCH MARK DISK
 FG0198_SETTING: 66 = SET IN ROCK OUTCROP
 FG0198_STAMPING: L 207 1934
 FG0198_MARK LOGO: CGS
 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             CGS
 FG0198  HISTORY     - 20030730 MARK NOT FOUND   USACE
 FG0198  HISTORY     - 20111107 MARK NOT FOUND   ARHD
 FG0198  HISTORY     - 20150511 MARK NOT FOUND   ARHD
 FG0198
 FG0198                          STATION DESCRIPTION
 FG0198
 FG0198'DESCRIBED BY COAST AND 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.
 FG0198
 FG0198                          STATION RECOVERY (2011)
 FG0198
 FG0198'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (SES)
 FG0198'MARK NOT FOUND.
 FG0198
 FG0198                          STATION RECOVERY (2015)
 FG0198
 FG0198'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (WDA)
 FG0198'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0135 ***********************************************************************
 FG0135  DESIGNATION -  L 208
 FG0135  PID         -  FG0135
 FG0135  STATE/COUNTY-  AR/FAULKNER
 FG0135  COUNTRY     -  US
 FG0135  USGS QUAD   -  ENOLA (2017)
 FG0135
 FG0135                         *CURRENT SURVEY CONTROL
 FG0135  ______________________________________________________________________
 FG0135* NAD 83(1986) POSITION- 35 10 48.     (N) 092 09 22.     (W)   SCALED
 FG0135* NAVD 88 ORTHO HEIGHT -   104.521 (meters)      342.92  (feet) ADJUSTED
 FG0135  ______________________________________________________________________
 FG0135  GEOID HEIGHT    -        -27.671 (meters)                     GEOID18
 FG0135  DYNAMIC HEIGHT  -        104.424 (meters)      342.60  (feet) COMP
 FG0135  MODELED GRAVITY -    979,704.0   (mgal)                       NAVD 88
 FG0135
 FG0135  VERT ORDER      -  SECOND    CLASS I
 FG0135
 FG0135.The horizontal coordinates were scaled from a map and have
 FG0135.an estimated accuracy of +/- 6 seconds.
 FG0135
 FG0135.The orthometric height was determined by differential leveling and
 FG0135.adjusted by the NATIONAL GEODETIC SURVEY
 FG0135.in June 1991.
 FG0135
 FG0135.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0135.GEOID18 height accuracy estimate available here.
 FG0135
 FG0135.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU768933(NAD 83)
 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
 FG0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0135.See file dsdata.pdf to determine how the superseded data were derived.
 FG0135
 FG0135_MARKER: DB = BENCH MARK DISK
 FG0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0135_STAMPING: L 208 1962
 FG0135_MARK LOGO: CGS
 FG0135_PROJECTION: PROJECTING 8 CENTIMETERS
 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 - January 30, 2011
 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  HISTORY     - 20100106 GOOD             NGS
 FG0135  HISTORY     - 20110130 GOOD             ARHD
 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.
 FG0135
 FG0135                          STATION RECOVERY (2010)
 FG0135
 FG0135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2010 (JBW)
 FG0135'RECOVERED IN GOOD CONDITION.
 FG0135
 FG0135                          STATION RECOVERY (2011)
 FG0135
 FG0135'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (JDH)
 FG0135'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0221 ***********************************************************************
 FG0221  DESIGNATION -  L 209
 FG0221  PID         -  FG0221
 FG0221  STATE/COUNTY-  AR/FAULKNER
 FG0221  COUNTRY     -  US
 FG0221  USGS QUAD   -  DAMASCUS (2017)
 FG0221
 FG0221                         *CURRENT SURVEY CONTROL
 FG0221  ______________________________________________________________________
 FG0221* NAD 83(1986) POSITION- 35 20 11.     (N) 092 26 16.     (W)   SCALED
 FG0221* NAVD 88 ORTHO HEIGHT -   148.679 (meters)      487.79  (feet) ADJUSTED
 FG0221  ______________________________________________________________________
 FG0221  GEOID HEIGHT    -        -28.068 (meters)                     GEOID18
 FG0221  DYNAMIC HEIGHT  -        148.541 (meters)      487.34  (feet) COMP
 FG0221  MODELED GRAVITY -    979,703.6   (mgal)                       NAVD 88
 FG0221
 FG0221  VERT ORDER      -  SECOND    CLASS 0
 FG0221
 FG0221.The horizontal coordinates were scaled from a map and have
 FG0221.an estimated accuracy of +/- 6 seconds.
 FG0221
 FG0221.The orthometric height was determined by differential leveling and
 FG0221.adjusted by the NATIONAL GEODETIC SURVEY
 FG0221.in June 1991.
 FG0221
 FG0221.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0221.GEOID18 height accuracy estimate available here.
 FG0221
 FG0221.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV510104(NAD 83)
 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
 FG0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0221.See file dsdata.pdf to determine how the superseded data were derived.
 FG0221
 FG0221_MARKER: DB = BENCH MARK DISK
 FG0221_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FG0221_SP_SET: CULVERT HEADWALL
 FG0221_STAMPING: L 209 1962
 FG0221_MARK LOGO: CGS
 FG0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0221+STABILITY: SURFACE MOTION
 FG0221
 FG0221  HISTORY     - Date     Condition        Report By
 FG0221  HISTORY     - 1962     MONUMENTED       CGS
 FG0221  HISTORY     - 1967     GOOD             CGS
 FG0221  HISTORY     - 20111004 MARK NOT FOUND   ARHD
 FG0221  HISTORY     - 20150924 MARK NOT FOUND   ARHD
 FG0221
 FG0221                          STATION DESCRIPTION
 FG0221
 FG0221'DESCRIBED BY COAST AND 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.
 FG0221
 FG0221                          STATION RECOVERY (2011)
 FG0221
 FG0221'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (SES)
 FG0221'
 FG0221'.
 FG0221'
 FG0221
 FG0221                          STATION RECOVERY (2015)
 FG0221
 FG0221'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 FG0221'THERE IS A NEW CULVERT THERE NOW.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EK0022 ***********************************************************************
 EK0022  DESIGNATION -  L 21
 EK0022  PID         -  EK0022
 EK0022  STATE/COUNTY-  AR/POLK
 EK0022  COUNTRY     -  US
 EK0022  USGS QUAD   -  MENA (2017)
 EK0022
 EK0022                         *CURRENT SURVEY CONTROL
 EK0022  ______________________________________________________________________
 EK0022* NAD 83(1986) POSITION- 34 35 03.3    (N) 094 14 16.7    (W)   HD_HELD2
 EK0022* NAVD 88 ORTHO HEIGHT -   354.905 (meters)     1164.38  (feet) ADJUSTED
 EK0022  ______________________________________________________________________
 EK0022  GEOID HEIGHT    -        -30.158 (meters)                     GEOID18
 EK0022  DYNAMIC HEIGHT  -        354.521 (meters)     1163.12  (feet) COMP
 EK0022  MODELED GRAVITY -    979,544.3   (mgal)                       NAVD 88
 EK0022
 EK0022  VERT ORDER      -  FIRST     CLASS II
 EK0022
 EK0022.The horizontal coordinates were established by autonomous hand held GPS
 EK0022.observations and have an estimated accuracy of +/- 10 meters.
 EK0022
 EK0022.The orthometric height was determined by differential leveling and
 EK0022.adjusted by the NATIONAL GEODETIC SURVEY
 EK0022.in May 2024.
 EK0022
 EK0022.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0022.GEOID18 height accuracy estimate available here.
 EK0022
 EK0022.Click photographs - Photos may exist for this station.
 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     -   614,932.      194,695.      MT  (+/- 10 meters HH2 GPS)
 EK0022
 EK0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU8646127635(NAD 83)
 EK0022
 EK0022                          SUPERSEDED SURVEY CONTROL
 EK0022
 EK0022  NAVD 88 (06/15/91)  354.905  (m)         1164.38   (f) SUPERSEDED  1 2
 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
 EK0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0022.See file dsdata.pdf to determine how the superseded data were derived.
 EK0022
 EK0022_MARKER: DB = BENCH MARK DISK
 EK0022_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EK0022_SP_SET: BUILDING
 EK0022_STAMPING: L 21 1932
 EK0022_MARK LOGO: CGS
 EK0022_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0022_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EK0022+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2024
 EK0022
 EK0022  HISTORY     - Date     Condition        Report By
 EK0022  HISTORY     - 1932     MONUMENTED       CGS
 EK0022  HISTORY     - 1961     GOOD             CGS
 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  HISTORY     - 20071213 GOOD             GEOCAC
 EK0022  HISTORY     - 20101107 GOOD             GEOCAC
 EK0022  HISTORY     - 20240226 GOOD             ARHD
 EK0022
 EK0022                          STATION DESCRIPTION
 EK0022
 EK0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (ALW)
 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 COAST AND 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.
 EK0022
 EK0022                          STATION RECOVERY (2007)
 EK0022
 EK0022'RECOVERY NOTE BY GEOCACHING 2007 (CA)
 EK0022'RECOVERED IN GOOD CONDITION.
 EK0022
 EK0022                          STATION RECOVERY (2010)
 EK0022
 EK0022'RECOVERY NOTE BY GEOCACHING 2010 (LPC)
 EK0022'RECOVERED IN GOOD CONDITION.
 EK0022
 EK0022                          STATION RECOVERY (2024)
 EK0022
 EK0022'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (JDH)
 EK0022'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0247 ***********************************************************************
 FG0247  DESIGNATION -  L 210
 FG0247  PID         -  FG0247
 FG0247  STATE/COUNTY-  AR/CLEBURNE
 FG0247  COUNTRY     -  US
 FG0247  USGS QUAD   -  QUITMAN (2017)
 FG0247
 FG0247                         *CURRENT SURVEY CONTROL
 FG0247  ______________________________________________________________________
 FG0247* NAD 83(1986) POSITION- 35 22 52.     (N) 092 13 52.     (W)   SCALED
 FG0247* NAVD 88 ORTHO HEIGHT -   211.457 (meters)      693.76  (feet) ADJUSTED
 FG0247  ______________________________________________________________________
 FG0247  GEOID HEIGHT    -        -27.730 (meters)                     GEOID18
 FG0247  DYNAMIC HEIGHT  -        211.262 (meters)      693.12  (feet) COMP
 FG0247  MODELED GRAVITY -    979,709.0   (mgal)                       NAVD 88
 FG0247
 FG0247  VERT ORDER      -  SECOND    CLASS 0
 FG0247
 FG0247.The horizontal coordinates were scaled from a map and have
 FG0247.an estimated accuracy of +/- 6 seconds.
 FG0247
 FG0247.The orthometric height was determined by differential leveling and
 FG0247.adjusted by the NATIONAL GEODETIC SURVEY
 FG0247.in June 1991.
 FG0247
 FG0247.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0247.GEOID18 height accuracy estimate available here.
 FG0247
 FG0247.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV698155(NAD 83)
 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
 FG0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0247.See file dsdata.pdf to determine how the superseded data were derived.
 FG0247
 FG0247_MARKER: DB = BENCH MARK DISK
 FG0247_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FG0247_SP_SET: CULVERT HEADWALL
 FG0247_STAMPING: L 210 1962
 FG0247_MARK LOGO: CGS
 FG0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0247+STABILITY: SURFACE MOTION
 FG0247_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FG0247+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2015
 FG0247
 FG0247  HISTORY     - Date     Condition        Report By
 FG0247  HISTORY     - 1962     MONUMENTED       CGS
 FG0247  HISTORY     - 1967     GOOD             CGS
 FG0247  HISTORY     - 20100329 GOOD             ASCI
 FG0247  HISTORY     - 20120222 GOOD             ARHD
 FG0247  HISTORY     - 20150411 GOOD             ARHD
 FG0247
 FG0247                          STATION DESCRIPTION
 FG0247
 FG0247'DESCRIBED BY COAST AND 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.
 FG0247
 FG0247                          STATION RECOVERY (2010)
 FG0247
 FG0247'RECOVERY NOTE BY ARKANSAS SURVEYING AND CONSULTING INC 2010 (DMB)
 FG0247'RECOVERED AS DESCRIBED, MARK FOUND IN GOOD CONDITION.
 FG0247
 FG0247                          STATION RECOVERY (2012)
 FG0247
 FG0247'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (AMC)
 FG0247'RECOVERED IN GOOD CONDITION.
 FG0247
 FG0247                          STATION RECOVERY (2015)
 FG0247
 FG0247'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (WDA)
 FG0247'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FE1901 ***********************************************************************
 FE1901  DESIGNATION -  L 213
 FE1901  PID         -  FE1901
 FE1901  STATE/COUNTY-  AR/MISSISSIPPI
 FE1901  COUNTRY     -  US
 FE1901  USGS QUAD   -  CHIC (2019)
 FE1901
 FE1901                         *CURRENT SURVEY CONTROL
 FE1901  ______________________________________________________________________
 FE1901* NAD 83(1997) POSITION- 35 55 37.78696(N) 089 42 00.55922(W)   ADJUSTED
 FE1901* NAVD 88 ORTHO HEIGHT -    83.698 (meters)      274.60  (feet) ADJUSTED
 FE1901  ______________________________________________________________________
 FE1901  GEOID HEIGHT    -        -28.066 (meters)                     GEOID18
 FE1901  LAPLACE CORR    -          0.09  (seconds)                    DEFLEC18
 FE1901  DYNAMIC HEIGHT  -         83.628 (meters)      274.37  (feet) COMP
 FE1901  MODELED GRAVITY -    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 and
 FE1901.adjusted by the NATIONAL GEODETIC SURVEY
 FE1901.in June 1991.
 FE1901
 FE1901.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE1901.GEOID18 height accuracy estimate available here.
 FE1901
 FE1901.Click photographs - Photos may exist for this station.
 FE1901
 FE1901.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999127  x   0.99995379  =   0.99994506
 FE1901!UTM  16      -   0.99999127  x   1.00033133  =   1.00032260
 FE1901
 FE1901_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5638979239(NAD 83)
 FE1901
 FE1901                          SUPERSEDED SURVEY CONTROL
 FE1901
 FE1901  NAD 83(1995)-  35 55 37.78754(N)    089 42 00.55928(W) AD(       ) 2
 FE1901  NAD 83(1990)-  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              83.63   (m)          274.4    (f) LEVELING    3  
 FE1901  NGVD 29 (11/26/84)   83.626  (m)          274.36   (f) ADJUSTED    1 1
 FE1901
 FE1901.Superseded values are not recommended for survey control.
 FE1901
 FE1901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1901.See file dsdata.pdf to determine how the superseded data were derived.
 FE1901
 FE1901_MARKER: DV = VERTICAL CONTROL DISK
 FE1901_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FE1901+WITH SETTING: INTO GROUND
 FE1901_STAMPING: L 213 1976
 FE1901_MARK LOGO: NGS
 FE1901_MAGNETIC: I = MARKER IS A STEEL ROD
 FE1901_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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             USACE
 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 ARMY CORPS OF ENGINEERS 2000 (JMH)
 FE1901'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FE1869 ***********************************************************************
 FE1869  DESIGNATION -  L 214
 FE1869  PID         -  FE1869
 FE1869  STATE/COUNTY-  AR/MISSISSIPPI
 FE1869  COUNTRY     -  US
 FE1869  USGS QUAD   -  OSCEOLA (2017)
 FE1869
 FE1869                         *CURRENT SURVEY CONTROL
 FE1869  ______________________________________________________________________
 FE1869* NAD 83(1986) POSITION- 35 41 10.     (N) 089 57 35.     (W)   SCALED
 FE1869* NAVD 88 ORTHO HEIGHT -    81.141 (meters)      266.21  (feet) ADJUSTED
 FE1869  ______________________________________________________________________
 FE1869  GEOID HEIGHT    -        -27.678 (meters)                     GEOID18
 FE1869  DYNAMIC HEIGHT  -         81.072 (meters)      265.98  (feet) COMP
 FE1869  MODELED GRAVITY -    979,780.0   (mgal)                       NAVD 88
 FE1869
 FE1869  VERT ORDER      -  FIRST     CLASS II
 FE1869
 FE1869.The horizontal coordinates were scaled from a map and have
 FE1869.an estimated accuracy of +/- 6 seconds.
 FE1869
 FE1869.The orthometric height was determined by differential leveling and
 FE1869.adjusted by the NATIONAL GEODETIC SURVEY
 FE1869.in June 2020.
 FE1869
 FE1869.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE1869.GEOID18 height accuracy estimate available here.
 FE1869
 FE1869.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE321531(NAD 83)
 FE1869
 FE1869                          SUPERSEDED SURVEY CONTROL
 FE1869
 FE1869  NAVD 88 (06/15/91)   81.136  (m)          266.19   (f) SUPERSEDED  1 1
 FE1869  NGVD 29 (11/26/84)   81.094  (m)          266.06   (f) ADJUSTED    1 1
 FE1869
 FE1869.Superseded values are not recommended for survey control.
 FE1869
 FE1869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1869.See file dsdata.pdf to determine how the superseded data were derived.
 FE1869
 FE1869_MARKER: DV = VERTICAL CONTROL DISK
 FE1869_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FE1869+WITH SETTING: INTO GROUND
 FE1869_STAMPING: L 214 1976
 FE1869_MARK LOGO: NGS
 FE1869_MAGNETIC: I = MARKER IS A STEEL ROD
 FE1869_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1869_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1869+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2019
 FE1869
 FE1869  HISTORY     - Date     Condition        Report By
 FE1869  HISTORY     - 1976     MONUMENTED       NGS
 FE1869  HISTORY     - 20020729 GOOD             USACE
 FE1869  HISTORY     - 20190417 GOOD             ARHD
 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.
 FE1869
 FE1869                          STATION RECOVERY (2019)
 FE1869
 FE1869'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2019 (JDH)
 FE1869'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FE1871 ***********************************************************************
 FE1871  DESIGNATION -  L 215
 FE1871  PID         -  FE1871
 FE1871  STATE/COUNTY-  AR/MISSISSIPPI
 FE1871  COUNTRY     -  US
 FE1871  USGS QUAD   -  OSCEOLA (2017)
 FE1871
 FE1871                         *CURRENT SURVEY CONTROL
 FE1871  ______________________________________________________________________
 FE1871* NAD 83(1986) POSITION- 35 39 51.9    (N) 089 56 39.1    (W)   HD_HELD2
 FE1871* NAVD 88 ORTHO HEIGHT -    81.023 (meters)      265.82  (feet) ADJUSTED
 FE1871  ______________________________________________________________________
 FE1871  GEOID HEIGHT    -        -27.640 (meters)                     GEOID18
 FE1871  DYNAMIC HEIGHT  -         80.954 (meters)      265.60  (feet) COMP
 FE1871  MODELED GRAVITY -    979,778.8   (mgal)                       NAVD 88
 FE1871
 FE1871  VERT ORDER      -  FIRST     CLASS II
 FE1871
 FE1871.The horizontal coordinates were established by autonomous hand held GPS
 FE1871.observations and have an estimated accuracy of +/- 10 meters.
 FE1871
 FE1871.The orthometric height was determined by differential leveling and
 FE1871.adjusted by the NATIONAL GEODETIC SURVEY
 FE1871.in June 2020.
 FE1871
 FE1871.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE1871.GEOID18 height accuracy estimate available here.
 FE1871
 FE1871.Click photographs - Photos may exist for this station.
 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     -   149,616.      586,116.      MT  (+/- 10 meters HH2 GPS)
 FE1871
 FE1871_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3348950722(NAD 83)
 FE1871
 FE1871                          SUPERSEDED SURVEY CONTROL
 FE1871
 FE1871  NAVD 88 (06/15/91)   80.974  (m)          265.66   (f) SUPERSEDED  1 1
 FE1871  NGVD 29 (11/26/84)   80.936  (m)          265.54   (f) ADJUSTED    1 1
 FE1871
 FE1871.Superseded values are not recommended for survey control.
 FE1871
 FE1871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1871.See file dsdata.pdf to determine how the superseded data were derived.
 FE1871
 FE1871_MARKER: DV = VERTICAL CONTROL DISK
 FE1871_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1871_STAMPING: L 215 1976
 FE1871_MARK LOGO: NGS
 FE1871_PROJECTION: FLUSH
 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 - July 23, 2019
 FE1871
 FE1871  HISTORY     - Date     Condition        Report By
 FE1871  HISTORY     - 1976     MONUMENTED       NGS
 FE1871  HISTORY     - 20000901 GOOD             USACE
 FE1871  HISTORY     - 20060625 GOOD             AHI
 FE1871  HISTORY     - 20090811 GOOD             USACE
 FE1871  HISTORY     - 20190723 GOOD             ARHD
 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 ARMY CORPS OF 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.
 FE1871
 FE1871                          STATION RECOVERY (2009)
 FE1871
 FE1871'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2009 (JMH)
 FE1871'RECOVERED IN GOOD CONDITION.
 FE1871
 FE1871                          STATION RECOVERY (2019)
 FE1871
 FE1871'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2019 (JDH)
 FE1871'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1100 ***********************************************************************
 FF1100  DESIGNATION -  L 216
 FF1100  PID         -  FF1100
 FF1100  STATE/COUNTY-  AR/MISSISSIPPI
 FF1100  COUNTRY     -  US
 FF1100  USGS QUAD   -  PECAN POINT (2017)
 FF1100
 FF1100                         *CURRENT SURVEY CONTROL
 FF1100  ______________________________________________________________________
 FF1100* NAD 83(1997) POSITION- 35 28 40.37635(N) 090 06 30.01475(W)   ADJUSTED
 FF1100* NAVD 88 ORTHO HEIGHT -    76.209 (meters)      250.03  (feet) ADJUSTED
 FF1100  ______________________________________________________________________
 FF1100  GEOID HEIGHT    -        -27.586 (meters)                     GEOID18
 FF1100  LAPLACE CORR    -          1.24  (seconds)                    DEFLEC18
 FF1100  DYNAMIC HEIGHT  -         76.142 (meters)      249.81  (feet) COMP
 FF1100  MODELED GRAVITY -    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 and
 FF1100.adjusted by the NATIONAL GEODETIC SURVEY
 FF1100.in June 1991.
 FF1100
 FF1100.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1100.GEOID18 height accuracy estimate available here.
 FF1100
 FF1100.Click photographs - Photos may exist for this station.
 FF1100
 FF1100.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6236229884(NAD 83)
 FF1100
 FF1100                          SUPERSEDED SURVEY CONTROL
 FF1100
 FF1100  NAD 83(1995)-  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              76.19   (m)          250.0    (f) LEVELING    3  
 FF1100  NGVD 29 (11/26/84)   76.188  (m)          249.96   (f) ADJUSTED    1 1
 FF1100
 FF1100.Superseded values are not recommended for survey control.
 FF1100
 FF1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1100.See file dsdata.pdf to determine how the superseded data were derived.
 FF1100
 FF1100_MARKER: DV = VERTICAL CONTROL DISK
 FF1100_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FF1100+WITH SETTING: INTO GROUND
 FF1100_STAMPING: L 216 1976
 FF1100_MARK LOGO: NGS
 FF1100_MAGNETIC: I = MARKER IS A STEEL ROD
 FF1100_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1071 ***********************************************************************
 FF1071  DESIGNATION -  L 217
 FF1071  PID         -  FF1071
 FF1071  STATE/COUNTY-  AR/CRITTENDEN
 FF1071  COUNTRY     -  US
 FF1071  USGS QUAD   -  NORTHWEST MEMPHIS (2019)
 FF1071
 FF1071                         *CURRENT SURVEY CONTROL
 FF1071  ______________________________________________________________________
 FF1071* NAD 83(1997) POSITION- 35 13 41.11268(N) 090 06 10.98115(W)   ADJUSTED
 FF1071* NAVD 88 ORTHO HEIGHT -    74.738 (meters)      245.20  (feet) ADJUSTED
 FF1071  ______________________________________________________________________
 FF1071  GEOID HEIGHT    -        -27.339 (meters)                     GEOID18
 FF1071  LAPLACE CORR    -         -0.10  (seconds)                    DEFLEC18
 FF1071  DYNAMIC HEIGHT  -         74.671 (meters)      244.98  (feet) COMP
 FF1071  MODELED GRAVITY -    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 and
 FF1071.adjusted by the NATIONAL GEODETIC SURVEY
 FF1071.in June 1991.
 FF1071
 FF1071.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1071.GEOID18 height accuracy estimate available here.
 FF1071
 FF1071.Click photographs - Photos may exist for this station.
 FF1071
 FF1071.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999256  x   0.99995514  =   0.99994770
 FF1071!SPC TN       -   0.99999256  x   1.00000394  =   0.99999650
 FF1071!UTM  15      -   0.99999256  x   1.00045677  =   1.00044933
 FF1071
 FF1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6365302184(NAD 83)
 FF1071
 FF1071                          SUPERSEDED SURVEY CONTROL
 FF1071
 FF1071  NAD 83(1995)-  35 13 41.11283(N)    090 06 10.98112(W) AD(       ) 2
 FF1071  NAD 83(1993)-  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              74.72   (m)          245.1    (f) LEVELING    3  
 FF1071  NGVD 29 (11/26/84)   74.721  (m)          245.15   (f) ADJUSTED    1 1
 FF1071
 FF1071.Superseded values are not recommended for survey control.
 FF1071
 FF1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1071.See file dsdata.pdf to determine how the superseded data were derived.
 FF1071
 FF1071_MARKER: DV = VERTICAL CONTROL DISK
 FF1071_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FF1071+WITH SETTING: INTO GROUND
 FF1071_STAMPING: L 217 1976
 FF1071_MARK LOGO: NGS
 FF1071_MAGNETIC: I = MARKER IS A STEEL ROD
 FF1071_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH0194 ***********************************************************************
 EH0194  HT_MOD      -  This is a Height Modernization Survey Station.
 EH0194  DESIGNATION -  L 218
 EH0194  PID         -  EH0194
 EH0194  STATE/COUNTY-  AR/CRITTENDEN
 EH0194  COUNTRY     -  US
 EH0194  USGS QUAD   -  HORSESHOE LAKE (2017)
 EH0194
 EH0194                         *CURRENT SURVEY CONTROL
 EH0194  ______________________________________________________________________
 EH0194* NAD 83(2011) POSITION- 34 58 45.52927(N) 090 18 24.61468(W)   ADJUSTED
 EH0194* NAD 83(2011) ELLIP HT-    43.204 (meters)        (06/27/12)   ADJUSTED
 EH0194* NAD 83(2011) EPOCH   -  2010.00
 EH0194* NAVD 88 ORTHO HEIGHT -    70.38  (meters)      230.9   (feet) GPS OBS
 EH0194  ______________________________________________________________________
 EH0194  NAVD 88 orthometric height was determined with geoid model    GEOID03
 EH0194  GEOID HEIGHT    -        -27.124 (meters)                     GEOID03
 EH0194  GEOID HEIGHT    -        -27.188 (meters)                     GEOID18
 EH0194  NAD 83(2011) X  -    -28,017.729 (meters)                     COMP
 EH0194  NAD 83(2011) Y  - -5,231,703.206 (meters)                     COMP
 EH0194  NAD 83(2011) Z  -  3,636,011.529 (meters)                     COMP
 EH0194  LAPLACE CORR    -         -1.59  (seconds)                    DEFLEC18
 EH0194
 EH0194  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 EH0194  Standards:
 EH0194         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 EH0194            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 EH0194  -------------------------------------------------------------------
 EH0194  NETWORK    1.56   3.55           0.71   0.54   1.81     -0.07792076
 EH0194  -------------------------------------------------------------------
 EH0194  Click here for local accuracies and other accuracy information.
 EH0194
 EH0194.The horizontal coordinates were established by GPS observations
 EH0194.and adjusted by the National Geodetic Survey in June 2012.
 EH0194
 EH0194.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 EH0194.been affixed to the stable North American tectonic plate. See 
 EH0194.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 EH0194
 EH0194.The horizontal coordinates are valid at the epoch date displayed above
 EH0194.which is a decimal equivalence of Year/Month/Day.
 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.
 EH0194
 EH0194.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0194.GEOID18 height accuracy estimate available here.
 EH0194
 EH0194.Click photographs - Photos may exist for this station.
 EH0194
 EH0194.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH0194
 EH0194.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH0194
 EH0194.The ellipsoidal height was determined by GPS observations
 EH0194.and is referenced to NAD 83.
 EH0194
 EH0194. The following values were computed from the NAD 83(2011) position.
 EH0194
 EH0194;                    North         East     Units Scale Factor Converg.
 EH0194;SPC AR N     -    72,995.715   554,595.635   MT  0.99999128   +0 59 06.9
 EH0194;SPC AR N     -   239,486.77  1,819,535.85   sFT  0.99999128   +0 59 06.9
 EH0194;UTM  15      - 3,874,062.895   745,848.654   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU4584874062(NAD 83)
 EH0194
 EH0194                          SUPERSEDED SURVEY CONTROL
 EH0194
 EH0194  NAD 83(2007)-  34 58 45.52924(N)    090 18 24.61568(W) AD(2002.00) 0
 EH0194  ELLIP H (02/10/07)   43.222  (m)                       GP(2002.00)    
 EH0194  NAD 83(1997)-  34 58 45.52914(N)    090 18 24.61548(W) AD(       ) 1
 EH0194  ELLIP H (05/31/05)   43.213  (m)                       GP(       ) 4 2
 EH0194  NAVD 88 (06/15/91)   70.423  (m)          231.05   (f) ADJUSTED    1 2
 EH0194  NGVD 29 (11/26/84)   70.431  (m)          231.07   (f) ADJUSTED    1 2
 EH0194
 EH0194.Superseded values are not recommended for survey control.
 EH0194
 EH0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0194.See file dsdata.pdf to determine how the superseded data were derived.
 EH0194
 EH0194_MARKER: DV = VERTICAL CONTROL DISK
 EH0194_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0194+WITH SETTING: INTO GROUND
 EH0194_STAMPING: L 218 1976
 EH0194_MARK LOGO: NGS
 EH0194_MAGNETIC: I = MARKER IS A STEEL ROD
 EH0194_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0194_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0194+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2013
 EH0194
 EH0194  HISTORY     - Date     Condition        Report By
 EH0194  HISTORY     - 1976     MONUMENTED       NGS
 EH0194  HISTORY     - 20030317 GOOD             USACE
 EH0194  HISTORY     - 20030723 GOOD             EMCINC
 EH0194  HISTORY     - 20111025 GOOD             ARHD
 EH0194  HISTORY     - 20130824 GOOD             USACE
 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
 EH0194
 EH0194                          STATION RECOVERY (2011)
 EH0194
 EH0194'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (I)
 EH0194'RECOVERED IN GOOD CONDITION.
 EH0194
 EH0194                          STATION RECOVERY (2013)
 EH0194
 EH0194'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2013 (DLB)
 EH0194'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH0218 ***********************************************************************
 EH0218  DESIGNATION -  L 219
 EH0218  PID         -  EH0218
 EH0218  STATE/COUNTY-  AR/LEE
 EH0218  COUNTRY     -  US
 EH0218  USGS QUAD   -  HUGHES (2017)
 EH0218
 EH0218                         *CURRENT SURVEY CONTROL
 EH0218  ______________________________________________________________________
 EH0218* NAD 83(1986) POSITION- 34 53 36.     (N) 090 27 45.     (W)   SCALED
 EH0218* NAVD 88 ORTHO HEIGHT -    66.349 (meters)      217.68  (feet) ADJUSTED
 EH0218  ______________________________________________________________________
 EH0218  GEOID HEIGHT    -        -27.029 (meters)                     GEOID18
 EH0218  DYNAMIC HEIGHT  -         66.288 (meters)      217.48  (feet) COMP
 EH0218  MODELED GRAVITY -    979,715.3   (mgal)                       NAVD 88
 EH0218
 EH0218  VERT ORDER      -  FIRST     CLASS II
 EH0218
 EH0218.The horizontal coordinates were scaled from a map and have
 EH0218.an estimated accuracy of +/- 6 seconds.
 EH0218
 EH0218.The orthometric height was determined by differential leveling and
 EH0218.adjusted by the NATIONAL GEODETIC SURVEY
 EH0218.in June 1991.
 EH0218
 EH0218.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0218.GEOID18 height accuracy estimate available here.
 EH0218
 EH0218.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU318641(NAD 83)
 EH0218
 EH0218                          SUPERSEDED SURVEY CONTROL
 EH0218
 EH0218  NGVD 29 (11/26/84)   66.372  (m)          217.76   (f) ADJUSTED    1 2
 EH0218
 EH0218.Superseded values are not recommended for survey control.
 EH0218
 EH0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0218.See file dsdata.pdf to determine how the superseded data were derived.
 EH0218
 EH0218_MARKER: DV = VERTICAL CONTROL DISK
 EH0218_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0218+WITH SETTING: INTO GROUND
 EH0218_STAMPING: L 219 1976
 EH0218_MARK LOGO: NGS
 EH0218_MAGNETIC: I = MARKER IS A STEEL ROD
 EH0218_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 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 2 FEET BELOW LEVEE 1 FT SOUTHWEST OF A WITNESS
 EH0218'POST.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DM0012 ***********************************************************************
 DM0012  DESIGNATION -  L 22
 DM0012  PID         -  DM0012
 DM0012  STATE/COUNTY-  AR/LITTLE RIVER
 DM0012  COUNTRY     -  US
 DM0012  USGS QUAD   -  WINTHROP (2017)
 DM0012
 DM0012                         *CURRENT SURVEY CONTROL
 DM0012  ______________________________________________________________________
 DM0012* NAD 83(1986) POSITION- 33 48 10.     (N) 094 19 18.     (W)   SCALED
 DM0012* NAVD 88 ORTHO HEIGHT -    91.788 (meters)      301.14  (feet) ADJUSTED
 DM0012  ______________________________________________________________________
 DM0012  GEOID HEIGHT    -        -27.267 (meters)                     GEOID18
 DM0012  DYNAMIC HEIGHT  -         91.694 (meters)      300.83  (feet) COMP
 DM0012  MODELED GRAVITY -    979,608.7   (mgal)                       NAVD 88
 DM0012
 DM0012  VERT ORDER      -  FIRST     CLASS II
 DM0012
 DM0012.The horizontal coordinates were scaled from a map and have
 DM0012.an estimated accuracy of +/- 6 seconds.
 DM0012
 DM0012.The orthometric height was determined by differential leveling and
 DM0012.adjusted by the NATIONAL GEODETIC SURVEY
 DM0012.in June 1991.
 DM0012
 DM0012.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM0012.GEOID18 height accuracy estimate available here.
 DM0012
 DM0012.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT776410(NAD 83)
 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
 DM0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0012.See file dsdata.pdf to determine how the superseded data were derived.
 DM0012
 DM0012_MARKER: DB = BENCH MARK DISK
 DM0012_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM0012_SP_SET: CULVERT HEADWALL
 DM0012_STAMPING: L 22 1932
 DM0012_MARK LOGO: CGS
 DM0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0012+STABILITY: SURFACE MOTION
 DM0012
 DM0012  HISTORY     - Date     Condition        Report By
 DM0012  HISTORY     - 1932     MONUMENTED       CGS
 DM0012  HISTORY     - 1962     GOOD             CGS
 DM0012  HISTORY     - 1985     GOOD             NGS
 DM0012
 DM0012                          STATION DESCRIPTION
 DM0012
 DM0012'DESCRIBED BY COAST AND 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EH0711 ***********************************************************************
 EH0711  DESIGNATION -  L 220
 EH0711  PID         -  EH0711
 EH0711  STATE/COUNTY-  AR/PHILLIPS
 EH0711  COUNTRY     -  US
 EH0711  USGS QUAD   -  FRIARS POINT NW (2018)
 EH0711
 EH0711                         *CURRENT SURVEY CONTROL
 EH0711  ______________________________________________________________________
 EH0711* NAD 83(1986) POSITION- 34 22 56.     (N) 090 40 20.     (W)   SCALED
 EH0711* NAVD 88 ORTHO HEIGHT -    60.433 (meters)      198.27  (feet) ADJUSTED
 EH0711  ______________________________________________________________________
 EH0711  GEOID HEIGHT    -        -26.932 (meters)                     GEOID18
 EH0711  DYNAMIC HEIGHT  -         60.374 (meters)      198.08  (feet) COMP
 EH0711  MODELED GRAVITY -    979,656.4   (mgal)                       NAVD 88
 EH0711
 EH0711  VERT ORDER      -  FIRST     CLASS II
 EH0711
 EH0711.The horizontal coordinates were scaled from a map and have
 EH0711.an estimated accuracy of +/- 6 seconds.
 EH0711
 EH0711.The orthometric height was determined by differential leveling and
 EH0711.adjusted by the NATIONAL GEODETIC SURVEY
 EH0711.in September 2022.
 EH0711
 EH0711.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0711.GEOID18 height accuracy estimate available here.
 EH0711
 EH0711.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU140069(NAD 83)
 EH0711
 EH0711                          SUPERSEDED SURVEY CONTROL
 EH0711
 EH0711  NAVD 88 (06/15/91)   60.421  (m)          198.23   (f) SUPERSEDED  1 2
 EH0711  NGVD 29 (11/26/84)   60.462  (m)          198.37   (f) ADJUSTED    1 2
 EH0711
 EH0711.Superseded values are not recommended for survey control.
 EH0711
 EH0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0711.See file dsdata.pdf to determine how the superseded data were derived.
 EH0711
 EH0711_MARKER: DV = VERTICAL CONTROL 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: I = MARKER IS A STEEL ROD
 EH0711_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0711_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0711+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2016
 EH0711
 EH0711  HISTORY     - Date     Condition        Report By
 EH0711  HISTORY     - 1976     MONUMENTED       NGS
 EH0711  HISTORY     - 1985     GOOD             NGS
 EH0711  HISTORY     - 20000901 GOOD             USACE
 EH0711  HISTORY     - 20041020 GOOD             ARHD
 EH0711  HISTORY     - 20160414 GOOD             ARHD
 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 ARMY CORPS OF ENGINEERS 2000 (JMH)
 EH0711'RECOVERED IN GOOD CONDITION.
 EH0711
 EH0711                          STATION RECOVERY (2004)
 EH0711
 EH0711'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2004 (VJB)
 EH0711'RECOVERED IN GOOD CONDITION.
 EH0711
 EH0711                          STATION RECOVERY (2016)
 EH0711
 EH0711'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (VJB)
 EH0711'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH0747 ***********************************************************************
 EH0747  DESIGNATION -  L 221
 EH0747  PID         -  EH0747
 EH0747  STATE/COUNTY-  AR/PHILLIPS
 EH0747  COUNTRY     -  US
 EH0747  USGS QUAD   -  MELLWOOD (2017)
 EH0747
 EH0747                         *CURRENT SURVEY CONTROL
 EH0747  ______________________________________________________________________
 EH0747* NAD 83(1986) POSITION- 34 11 22.     (N) 090 55 06.     (W)   SCALED
 EH0747* NAVD 88 ORTHO HEIGHT -    58.306 (meters)      191.29  (feet) ADJUSTED
 EH0747  ______________________________________________________________________
 EH0747  GEOID HEIGHT    -        -26.680 (meters)                     GEOID18
 EH0747  DYNAMIC HEIGHT  -         58.248 (meters)      191.10  (feet) COMP
 EH0747  MODELED GRAVITY -    979,647.8   (mgal)                       NAVD 88
 EH0747
 EH0747  VERT ORDER      -  FIRST     CLASS II
 EH0747
 EH0747.The horizontal coordinates were scaled from a map and have
 EH0747.an estimated accuracy of +/- 6 seconds.
 EH0747
 EH0747.The orthometric height was determined by differential leveling and
 EH0747.adjusted by the NATIONAL GEODETIC SURVEY
 EH0747.in June 1991.
 EH0747
 EH0747.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0747.GEOID18 height accuracy estimate available here.
 EH0747
 EH0747.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT918851(NAD 83)
 EH0747
 EH0747                          SUPERSEDED SURVEY CONTROL
 EH0747
 EH0747  NGVD 29 (11/26/84)   58.369  (m)          191.50   (f) ADJUSTED    1 2
 EH0747
 EH0747.Superseded values are not recommended for survey control.
 EH0747
 EH0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0747.See file dsdata.pdf to determine how the superseded data were derived.
 EH0747
 EH0747_MARKER: DV = VERTICAL CONTROL 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_MAGNETIC: I = MARKER IS A STEEL ROD
 EH0747_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH0988 ***********************************************************************
 EH0988  HT_MOD      -  This is a Height Modernization Survey Station.
 EH0988  DESIGNATION -  L 222
 EH0988  PID         -  EH0988
 EH0988  STATE/COUNTY-  AR/LEE
 EH0988  COUNTRY     -  US
 EH0988  USGS QUAD   -  LA GRANGE (2017)
 EH0988
 EH0988                         *CURRENT SURVEY CONTROL
 EH0988  ______________________________________________________________________
 EH0988* NAD 83(2011) POSITION- 34 39 58.42256(N) 090 37 46.32728(W)   ADJUSTED
 EH0988* NAD 83(2011) ELLIP HT-    36.767 (meters)        (06/27/12)   ADJUSTED
 EH0988* NAD 83(2011) EPOCH   -  2010.00
 EH0988* NAVD 88 ORTHO HEIGHT -    63.79  (meters)      209.3   (feet) GPS OBS
 EH0988  ______________________________________________________________________
 EH0988  NAVD 88 orthometric height was determined with geoid model    GEOID03
 EH0988  GEOID HEIGHT    -        -26.965 (meters)                     GEOID03
 EH0988  GEOID HEIGHT    -        -26.969 (meters)                     GEOID18
 EH0988  NAD 83(2011) X  -    -57,700.684 (meters)                     COMP
 EH0988  NAD 83(2011) Y  - -5,251,289.884 (meters)                     COMP
 EH0988  NAD 83(2011) Z  -  3,607,494.748 (meters)                     COMP
 EH0988  LAPLACE CORR    -         -0.79  (seconds)                    DEFLEC18
 EH0988
 EH0988  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 EH0988  Standards:
 EH0988         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 EH0988            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 EH0988  -------------------------------------------------------------------
 EH0988  NETWORK    0.49   0.78           0.22   0.18   0.40      0.07732479
 EH0988  -------------------------------------------------------------------
 EH0988  Click here for local accuracies and other accuracy information.
 EH0988
 EH0988.The horizontal coordinates were established by GPS observations
 EH0988.and adjusted by the National Geodetic Survey in June 2012.
 EH0988
 EH0988.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 EH0988.been affixed to the stable North American tectonic plate. See 
 EH0988.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 EH0988
 EH0988.The horizontal coordinates are valid at the epoch date displayed above
 EH0988.which is a decimal equivalence of Year/Month/Day.
 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.
 EH0988
 EH0988.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0988.GEOID18 height accuracy estimate available here.
 EH0988
 EH0988.Click photographs - Photos may exist for this station.
 EH0988
 EH0988.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH0988
 EH0988.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH0988
 EH0988.The ellipsoidal height was determined by GPS observations
 EH0988.and is referenced to NAD 83.
 EH0988
 EH0988. The following values were computed from the NAD 83(2011) position.
 EH0988
 EH0988;                    North         East     Units Scale Factor Converg.
 EH0988;SPC AR S     -   622,622.637   525,606.722   MT  0.99997914   +0 46 01.3
 EH0988;SPC AR S     - 2,042,721.10  1,724,428.05   sFT  0.99997914   +0 46 01.3
 EH0988;UTM  15      - 3,838,586.642   717,205.539   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  =   1.00017576
 EH0988
 EH0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU1720538586(NAD 83)
 EH0988
 EH0988                          SUPERSEDED SURVEY CONTROL
 EH0988
 EH0988  NAD 83(2007)-  34 39 58.42263(N)    090 37 46.32834(W) AD(2002.00) 0
 EH0988  ELLIP H (02/10/07)   36.787  (m)                       GP(2002.00)    
 EH0988  NAD 83(1997)-  34 39 58.42242(N)    090 37 46.32779(W) AD(       ) 1
 EH0988  ELLIP H (01/24/03)   36.788  (m)                       GP(       ) 2 2
 EH0988  NAVD 88 (01/25/03)   63.72   (m)  UNKNOWN  model used  GPS OBS        
 EH0988  NAVD 88              63.75   (m)          209.2    (f) LEVELING    3  
 EH0988  NAVD 88 (06/15/91)   63.750  (m)          209.15   (f) ADJUSTED    1 2
 EH0988  NGVD 29 (11/26/84)   63.781  (m)          209.25   (f) ADJUSTED    1 2
 EH0988
 EH0988.Superseded values are not recommended for survey control.
 EH0988
 EH0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0988.See file dsdata.pdf to determine how the superseded data were derived.
 EH0988
 EH0988_MARKER: DB = BENCH MARK DISK
 EH0988_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0988+WITH SETTING: INTO GROUND
 EH0988_STAMPING: L 222 1976
 EH0988_MARK LOGO: NGS
 EH0988_PROJECTION: RECESSED 8 CENTIMETERS
 EH0988_MAGNETIC: I = MARKER IS A STEEL ROD
 EH0988_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0988_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0988+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2007
 EH0988_ROD/PIPE-DEPTH: 1.2 meters
 EH0988
 EH0988  HISTORY     - Date     Condition        Report By
 EH0988  HISTORY     - 1976     MONUMENTED       NGS
 EH0988  HISTORY     - 20000901 GOOD             USACE
 EH0988  HISTORY     - 20011017 GOOD             3001
 EH0988  HISTORY     - 20070821 GOOD             USACE
 EH0988
 EH0988                          STATION DESCRIPTION
 EH0988
 EH0988'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 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 FT ENCASED IN A PIPE 2 FT BELOW LEVEE, 1 FT
 EH0988'SOUTHWEST OF A WITNESS POST.
 EH0988
 EH0988                          STATION RECOVERY (2000)
 EH0988
 EH0988'RECOVERY NOTE BY US ARMY CORPS OF 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.  10.6 MILES SOUTHEAST OF MARIANNA, AR.  7.9
 EH0988'MILES NORTH OF WEST HELENA, AR.  4.9 MILES SOUTHEAST OF HUXTABLE PUMP
 EH0988'STATON.
 EH0988'
 EH0988'TO REACH THE STATION FROM THE INTERSECTION OF HWY 79 AND 121,
 EH0988'APPROXIMATELY 3.3 MILES NORTHEAST OF MARIANNA, AR., PROCEED SOUTHEAST
 EH0988'ON HWY 121 1.2 MILES TO THE START OF THE GRAVEL ROAD ON TOP OF THE
 EH0988'LEVEE.  FOLLOW THE GRAVEL ROAD ON TOP OF LEVEE 5.4 MILES TO THE W.G.
 EH0988'HUXTABLE PUMP STATION.  PROCEED SOUTHEAST ON TOP OF LEVEE 3.1 MILES TO
 EH0988'THE INTERSECTION OF THE MAIN MISSISSIPPI RIVER LEVEE.  TURN RIGHT
 EH0988'(SOUTH) ON MAIN LEVEE, PROCEED SOUTH 4.7 MILES TO LMP 215 216 AND MARK
 EH0988'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, ENCASED IN A PVC PIPE.  DISK RECESSED 3 INCHES BELOW
 EH0988'TOP OF PIPE, 20 FEET NORTHWEST OF THE CENTERLINE OF LEVEE.  2 FT
 EH0988'NORTHEAST OF LMP 215 216.  1 FOOT SOUTHEAST OF WITNESS POST.
 EH0988
 EH0988                          STATION RECOVERY (2007)
 EH0988
 EH0988'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2007 (JMH)
 EH0988'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1439 ***********************************************************************
 EH1439  DESIGNATION -  L 223
 EH1439  PID         -  EH1439
 EH1439  STATE/COUNTY-  AR/DESHA
 EH1439  COUNTRY     -  US
 EH1439  USGS QUAD   -  SNOW LAKE (2017)
 EH1439
 EH1439                         *CURRENT SURVEY CONTROL
 EH1439  ______________________________________________________________________
 EH1439* NAD 83(1997) POSITION- 34 00 42.44027(N) 091 00 44.87209(W)   ADJUSTED
 EH1439* NAD 83(1997) ELLIP HT-    29.088 (meters)        (09/14/99)   ADJUSTED
 EH1439* NAVD 88 ORTHO HEIGHT -    55.312 (meters)      181.47  (feet) ADJUSTED
 EH1439  ______________________________________________________________________
 EH1439  GEOID HEIGHT    -        -26.524 (meters)                     GEOID18
 EH1439  NAD 83(1997) X  -    -93,518.949 (meters)                     COMP
 EH1439  NAD 83(1997) Y  - -5,291,724.800 (meters)                     COMP
 EH1439  NAD 83(1997) Z  -  3,547,546.860 (meters)                     COMP
 EH1439  LAPLACE CORR    -         -0.82  (seconds)                    DEFLEC18
 EH1439  DYNAMIC HEIGHT  -         55.257 (meters)      181.29  (feet) COMP
 EH1439  MODELED GRAVITY -    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 and
 EH1439.adjusted by the NATIONAL GEODETIC SURVEY
 EH1439.in September 2022.
 EH1439
 EH1439.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1439.GEOID18 height accuracy estimate available here.
 EH1439
 EH1439.Click photographs - Photos may exist for this station.
 EH1439
 EH1439.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH1439
 EH1439.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH1439
 EH1439.The ellipsoidal height was determined by GPS observations
 EH1439.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT8353365244(NAD 83)
 EH1439
 EH1439                          SUPERSEDED SURVEY CONTROL
 EH1439
 EH1439  NAD 83(1993)-  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  NAVD 88 (06/15/91)   55.300  (m)          181.43   (f) SUPERSEDED  1 2
 EH1439  NGVD 29              55.34   (m)          181.6    (f) LEVELING    3  
 EH1439  NGVD 29 (11/26/84)   55.344  (m)          181.57   (f) ADJUSTED    1 2
 EH1439
 EH1439.Superseded values are not recommended for survey control.
 EH1439
 EH1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1439.See file dsdata.pdf to determine how the superseded data were derived.
 EH1439
 EH1439_MARKER: DV = VERTICAL CONTROL 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_MAGNETIC: I = MARKER IS A STEEL ROD
 EH1439_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1037 ***********************************************************************
 EH1037  DESIGNATION -  L 224
 EH1037  PID         -  EH1037
 EH1037  STATE/COUNTY-  AR/PHILLIPS
 EH1037  COUNTRY     -  US
 EH1037  USGS QUAD   -  WEST HELENA (2017)
 EH1037
 EH1037                         *CURRENT SURVEY CONTROL
 EH1037  ______________________________________________________________________
 EH1037* NAD 83(1986) POSITION- 34 33 16.1    (N) 090 42 19.4    (W)   HD_HELD2
 EH1037* NAVD 88 ORTHO HEIGHT -    63.625 (meters)      208.74  (feet) ADJUSTED
 EH1037  ______________________________________________________________________
 EH1037  GEOID HEIGHT    -        -27.012 (meters)                     GEOID18
 EH1037  DYNAMIC HEIGHT  -         63.563 (meters)      208.54  (feet) COMP
 EH1037  MODELED GRAVITY -    979,668.1   (mgal)                       NAVD 88
 EH1037
 EH1037  VERT ORDER      -  FIRST     CLASS II
 EH1037
 EH1037.The horizontal coordinates were established by autonomous hand held GPS
 EH1037.observations and have an estimated accuracy of +/- 10 meters.
 EH1037
 EH1037.The orthometric height was determined by differential leveling and
 EH1037.adjusted by the NATIONAL GEODETIC SURVEY
 EH1037.in June 1991.
 EH1037
 EH1037.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1037.GEOID18 height accuracy estimate available here.
 EH1037
 EH1037.Click photographs - Photos may exist for this station.
 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     -   610,136.      518,812.      MT  (+/- 10 meters HH2 GPS)
 EH1037
 EH1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU1053526029(NAD 83)
 EH1037
 EH1037                          SUPERSEDED SURVEY CONTROL
 EH1037
 EH1037  NGVD 29 (11/26/84)   63.663  (m)          208.87   (f) ADJUSTED    1 2
 EH1037
 EH1037.Superseded values are not recommended for survey control.
 EH1037
 EH1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1037.See file dsdata.pdf to determine how the superseded data were derived.
 EH1037
 EH1037_MARKER: DV = VERTICAL CONTROL 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_MARK LOGO: NGS
 EH1037_MAGNETIC: I = MARKER IS A STEEL ROD
 EH1037_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1465 ***********************************************************************
 EH1465  DESIGNATION -  L 225
 EH1465  PID         -  EH1465
 EH1465  STATE/COUNTY-  AR/ARKANSAS
 EH1465  COUNTRY     -  US
 EH1465  USGS QUAD   -  ETHEL (2017)
 EH1465
 EH1465                         *CURRENT SURVEY CONTROL
 EH1465  ______________________________________________________________________
 EH1465* NAD 83(1986) POSITION- 34 22 09.     (N) 091 08 04.     (W)   SCALED
 EH1465* NAVD 88 ORTHO HEIGHT -    57.907 (meters)      189.98  (feet) ADJUSTED
 EH1465  ______________________________________________________________________
 EH1465  GEOID HEIGHT    -        -26.712 (meters)                     GEOID18
 EH1465  DYNAMIC HEIGHT  -         57.851 (meters)      189.80  (feet) COMP
 EH1465  MODELED GRAVITY -    979,664.6   (mgal)                       NAVD 88
 EH1465
 EH1465  VERT ORDER      -  FIRST     CLASS II
 EH1465
 EH1465.The horizontal coordinates were scaled from a map and have
 EH1465.an estimated accuracy of +/- 6 seconds.
 EH1465
 EH1465.The orthometric height was determined by differential leveling and
 EH1465.adjusted by the NATIONAL GEODETIC SURVEY
 EH1465.in August 1993.
 EH1465
 EH1465.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1465.GEOID18 height accuracy estimate available here.
 EH1465
 EH1465.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU715046(NAD 83)
 EH1465
 EH1465                          SUPERSEDED SURVEY CONTROL
 EH1465
 EH1465  NAVD 88 (06/15/91)   57.885  (m)          189.91   (f) SUPERSEDED  1 2
 EH1465  NGVD 29 (11/26/84)   57.934  (m)          190.07   (f) ADJUSTED    1 2
 EH1465
 EH1465.Superseded values are not recommended for survey control.
 EH1465
 EH1465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1465.See file dsdata.pdf to determine how the superseded data were derived.
 EH1465
 EH1465_MARKER: DV = VERTICAL CONTROL DISK
 EH1465_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EH1465_SP_SET: CULVERT HEADWALL
 EH1465_STAMPING: L 225 1976
 EH1465_MARK LOGO: NGS
 EH1465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1465+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DK0892 ***********************************************************************
 DK0892  DESIGNATION -  L 226
 DK0892  PID         -  DK0892
 DK0892  STATE/COUNTY-  AR/DESHA
 DK0892  COUNTRY     -  US
 DK0892  USGS QUAD   -  DUMAS (2017)
 DK0892
 DK0892                         *CURRENT SURVEY CONTROL
 DK0892  ______________________________________________________________________
 DK0892* NAD 83(1986) POSITION- 33 58 31.     (N) 091 23 06.     (W)   SCALED
 DK0892* NAVD 88 ORTHO HEIGHT -    58.834 (meters)      193.02  (feet) ADJUSTED
 DK0892  ______________________________________________________________________
 DK0892  GEOID HEIGHT    -        -26.115 (meters)                     GEOID18
 DK0892  DYNAMIC HEIGHT  -         58.777 (meters)      192.84  (feet) COMP
 DK0892  MODELED GRAVITY -    979,655.4   (mgal)                       NAVD 88
 DK0892
 DK0892  VERT ORDER      -  FIRST     CLASS II
 DK0892
 DK0892.The horizontal coordinates were scaled from a map and have
 DK0892.an estimated accuracy of +/- 6 seconds.
 DK0892
 DK0892.The orthometric height was determined by differential leveling and
 DK0892.adjusted by the NATIONAL GEODETIC SURVEY
 DK0892.in June 1991.
 DK0892
 DK0892.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK0892.GEOID18 height accuracy estimate available here.
 DK0892
 DK0892.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT491605(NAD 83)
 DK0892
 DK0892                          SUPERSEDED SURVEY CONTROL
 DK0892
 DK0892  NGVD 29 (11/26/84)   58.897  (m)          193.23   (f) ADJUSTED    1 2
 DK0892
 DK0892.Superseded values are not recommended for survey control.
 DK0892
 DK0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0892.See file dsdata.pdf to determine how the superseded data were derived.
 DK0892
 DK0892_MARKER: DV = VERTICAL CONTROL DISK
 DK0892_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DK0892_SP_SET: BRIDGE
 DK0892_STAMPING: L 226 1976
 DK0892_MARK LOGO: NGS
 DK0892_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK0892_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK0892+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2015
 DK0892
 DK0892  HISTORY     - Date     Condition        Report By
 DK0892  HISTORY     - 1976     MONUMENTED       NGS
 DK0892  HISTORY     - 20030806 MARK NOT FOUND   USACE
 DK0892  HISTORY     - 20150311 GOOD             USACEL
 DK0892  HISTORY     - 20150930 GOOD             BFENG
 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.
 DK0892
 DK0892                          STATION RECOVERY (2015)
 DK0892
 DK0892'RECOVERY NOTE BY USACE LITTLE ROCK 2015 (SCC)
 DK0892'FOUND AS DESCRIBED.  SIGNS ON THE END OF THE BRIDGE PREVENT GPS UNLESS
 DK0892'THE SIGNS ARE REMOVED AND THE ANTENNA IS RAISED TO AN ESTIMATED HEIGHT
 DK0892'OF 4 METERS.
 DK0892
 DK0892                          STATION RECOVERY (2015)
 DK0892
 DK0892'RECOVERY NOTE BY B AND F ENGINEERING 2015 (SMS)
 DK0892'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1236 ***********************************************************************
 EJ1236  DESIGNATION -  L 23
 EJ1236  PID         -  EJ1236
 EJ1236  STATE/COUNTY-  AR/CLARK
 EJ1236  COUNTRY     -  US
 EJ1236  USGS QUAD   -  OKOLONA NORTH (2017)
 EJ1236
 EJ1236                         *CURRENT SURVEY CONTROL
 EJ1236  ______________________________________________________________________
 EJ1236* NAD 83(1986) POSITION- 34 01 29.     (N) 093 21 22.     (W)   SCALED
 EJ1236* NAVD 88 ORTHO HEIGHT -    97.896 (meters)      321.18  (feet) ADJUSTED
 EJ1236  ______________________________________________________________________
 EJ1236  GEOID HEIGHT    -        -27.010 (meters)                     GEOID18
 EJ1236  DYNAMIC HEIGHT  -         97.797 (meters)      320.86  (feet) COMP
 EJ1236  MODELED GRAVITY -    979,626.1   (mgal)                       NAVD 88
 EJ1236
 EJ1236  VERT ORDER      -  SECOND    CLASS 0
 EJ1236
 EJ1236.The horizontal coordinates were scaled from a map and have
 EJ1236.an estimated accuracy of +/- 6 seconds.
 EJ1236
 EJ1236.The orthometric height was determined by differential leveling and
 EJ1236.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1236.in June 1991.
 EJ1236
 EJ1236.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1236.GEOID18 height accuracy estimate available here.
 EJ1236
 EJ1236.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT671649(NAD 83)
 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
 EJ1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1236.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1236
 EJ1236_MARKER: DB = BENCH MARK DISK
 EJ1236_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EJ1236_SP_SET: CULVERT HEADWALL
 EJ1236_STAMPING: 321.184 L 23 1932
 EJ1236_MARK LOGO: CGS
 EJ1236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1236+STABILITY: SURFACE MOTION
 EJ1236_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EJ1236+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2016
 EJ1236
 EJ1236  HISTORY     - Date     Condition        Report By
 EJ1236  HISTORY     - 1932     MONUMENTED       CGS
 EJ1236  HISTORY     - 1934     GOOD             CGS
 EJ1236  HISTORY     - 1964     GOOD             CGS
 EJ1236  HISTORY     - 20160120 GOOD             ARHD
 EJ1236
 EJ1236                          STATION DESCRIPTION
 EJ1236
 EJ1236'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1964
 EJ1236'RECOVERED IN GOOD CONDITION.
 EJ1236
 EJ1236                          STATION RECOVERY (2016)
 EJ1236
 EJ1236'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (BAB)
 EJ1236'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1483 ***********************************************************************
 EJ1483  DESIGNATION -  L 24 RESET
 EJ1483  PID         -  EJ1483
 EJ1483  STATE/COUNTY-  AR/SCOTT
 EJ1483  COUNTRY     -  US
 EJ1483  USGS QUAD   -  BUCK KNOB (2017)
 EJ1483
 EJ1483                         *CURRENT SURVEY CONTROL
 EJ1483  ______________________________________________________________________
 EJ1483* NAD 83(1986) POSITION- 34 42 34.     (N) 093 56 08.     (W)   SCALED
 EJ1483* NAVD 88 ORTHO HEIGHT -   311.13  (meters)     1020.8   (feet) RESET
 EJ1483  ______________________________________________________________________
 EJ1483  GEOID HEIGHT    -        -29.859 (meters)                     GEOID18
 EJ1483  VERT ORDER      -  THIRD
 EJ1483
 EJ1483.The horizontal coordinates were scaled from a map and have
 EJ1483.an estimated accuracy of +/- 6 seconds.
 EJ1483
 EJ1483.The orthometric height was computed from unverified reset data.
 EJ1483
 EJ1483.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1483.GEOID18 height accuracy estimate available here.
 EJ1483
 EJ1483.Click photographs - Photos may exist for this station.
 EJ1483
 EJ1483;                    North         East    Units  Estimated Accuracy
 EJ1483;SPC AR N     -    43,470.      222,690.      MT  (+/- 180 meters Scaled)
 EJ1483
 EJ1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU143412(NAD 83)
 EJ1483
 EJ1483                          SUPERSEDED SURVEY CONTROL
 EJ1483
 EJ1483.No superseded survey control is available for this station.
 EJ1483
 EJ1483_MARKER: DB = BENCH MARK DISK
 EJ1483_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EJ1483_SP_SET: CULVERT HEADWALL
 EJ1483_STAMPING: L 24 RESET 1968
 EJ1483_MARK LOGO: CGS
 EJ1483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1483+STABILITY: SURFACE MOTION
 EJ1483
 EJ1483  HISTORY     - Date     Condition        Report By
 EJ1483  HISTORY     - 1968     MONUMENTED       ARHD
 EJ1483
 EJ1483                          STATION DESCRIPTION
 EJ1483
 EJ1483'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 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 = MARCH 20, 2026 22:17:28 EDT
 DK0933 ***********************************************************************
 DK0933  DESIGNATION -  L 240
 DK0933  PID         -  DK0933
 DK0933  STATE/COUNTY-  AR/DESHA
 DK0933  COUNTRY     -  US
 DK0933  USGS QUAD   -  WINCHESTER (2017)
 DK0933
 DK0933                         *CURRENT SURVEY CONTROL
 DK0933  ______________________________________________________________________
 DK0933* NAD 83(1986) POSITION- 33 47 17.     (N) 091 28 41.     (W)   SCALED
 DK0933* NAVD 88 ORTHO HEIGHT -    47.322 (meters)      155.26  (feet) ADJUSTED
 DK0933  ______________________________________________________________________
 DK0933  GEOID HEIGHT    -        -26.055 (meters)                     GEOID18
 DK0933  DYNAMIC HEIGHT  -         47.274 (meters)      155.10  (feet) COMP
 DK0933  MODELED GRAVITY -    979,626.7   (mgal)                       NAVD 88
 DK0933
 DK0933  VERT ORDER      -  FIRST     CLASS II
 DK0933
 DK0933.The horizontal coordinates were scaled from a map and have
 DK0933.an estimated accuracy of +/- 6 seconds.
 DK0933
 DK0933.The orthometric height was determined by differential leveling and
 DK0933.adjusted by the NATIONAL GEODETIC SURVEY
 DK0933.in June 1991.
 DK0933
 DK0933.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK0933.GEOID18 height accuracy estimate available here.
 DK0933
 DK0933.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT409396(NAD 83)
 DK0933
 DK0933                          SUPERSEDED SURVEY CONTROL
 DK0933
 DK0933  NGVD 29 (11/26/84)   47.453  (m)          155.69   (f) ADJUSTED    1 2
 DK0933
 DK0933.Superseded values are not recommended for survey control.
 DK0933
 DK0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0933.See file dsdata.pdf to determine how the superseded data were derived.
 DK0933
 DK0933_MARKER: DB = BENCH MARK DISK
 DK0933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0933_STAMPING: L 240 1938
 DK0933_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 DK1038 ***********************************************************************
 DK1038  DESIGNATION -  L 243
 DK1038  PID         -  DK1038
 DK1038  STATE/COUNTY-  AR/CHICOT
 DK1038  COUNTRY     -  US
 DK1038  USGS QUAD   -  JEROME (2017)
 DK1038
 DK1038                         *CURRENT SURVEY CONTROL
 DK1038  ______________________________________________________________________
 DK1038* NAD 83(1986) POSITION- 33 27 08.     (N) 091 26 54.     (W)   SCALED
 DK1038* NAVD 88 ORTHO HEIGHT -    41.229 (meters)      135.27  (feet) ADJUSTED
 DK1038  ______________________________________________________________________
 DK1038  GEOID HEIGHT    -        -26.055 (meters)                     GEOID18
 DK1038  DYNAMIC HEIGHT  -         41.186 (meters)      135.12  (feet) COMP
 DK1038  MODELED GRAVITY -    979,596.4   (mgal)                       NAVD 88
 DK1038
 DK1038  VERT ORDER      -  FIRST     CLASS II
 DK1038
 DK1038.The horizontal coordinates were scaled from a map and have
 DK1038.an estimated accuracy of +/- 6 seconds.
 DK1038
 DK1038.The orthometric height was determined by differential leveling and
 DK1038.adjusted by the NATIONAL GEODETIC SURVEY
 DK1038.in June 1991.
 DK1038
 DK1038.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1038.GEOID18 height accuracy estimate available here.
 DK1038
 DK1038.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT442024(NAD 83)
 DK1038
 DK1038                          SUPERSEDED SURVEY CONTROL
 DK1038
 DK1038  NGVD 29 (11/26/84)   41.341  (m)          135.63   (f) ADJUSTED    1 2
 DK1038
 DK1038.Superseded values are not recommended for survey control.
 DK1038
 DK1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1038.See file dsdata.pdf to determine how the superseded data were derived.
 DK1038
 DK1038_MARKER: DB = BENCH MARK DISK
 DK1038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1038_STAMPING: L 243 1939
 DK1038_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0386 ***********************************************************************
 FG0386  DESIGNATION -  L 244
 FG0386  PID         -  FG0386
 FG0386  STATE/COUNTY-  AR/PERRY
 FG0386  COUNTRY     -  US
 FG0386  USGS QUAD   -  ADONA (2017)
 FG0386
 FG0386                         *CURRENT SURVEY CONTROL
 FG0386  ______________________________________________________________________
 FG0386* NAD 83(1986) POSITION- 35 02 12.     (N) 092 57 06.     (W)   SCALED
 FG0386* NAVD 88 ORTHO HEIGHT -   129.668 (meters)      425.42  (feet) ADJUSTED
 FG0386  ______________________________________________________________________
 FG0386  GEOID HEIGHT    -        -28.704 (meters)                     GEOID18
 FG0386  DYNAMIC HEIGHT  -        129.542 (meters)      425.01  (feet) COMP
 FG0386  MODELED GRAVITY -    979,666.0   (mgal)                       NAVD 88
 FG0386
 FG0386  VERT ORDER      -  SECOND    CLASS 0
 FG0386
 FG0386.The horizontal coordinates were scaled from a map and have
 FG0386.an estimated accuracy of +/- 6 seconds.
 FG0386
 FG0386.The orthometric height was determined by differential leveling and
 FG0386.adjusted by the NATIONAL GEODETIC SURVEY
 FG0386.in June 1991.
 FG0386
 FG0386.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0386.GEOID18 height accuracy estimate available here.
 FG0386
 FG0386.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU044771(NAD 83)
 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
 FG0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0386.See file dsdata.pdf to determine how the superseded data were derived.
 FG0386
 FG0386_MARKER: DB = BENCH MARK DISK
 FG0386_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0386_STAMPING: L 244 1939
 FG0386_MARK LOGO: CGS
 FG0386_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0876 ***********************************************************************
 FF0876  DESIGNATION -  L 246
 FF0876  PID         -  FF0876
 FF0876  STATE/COUNTY-  AR/CRAIGHEAD
 FF0876  COUNTRY     -  US
 FF0876  USGS QUAD   -  CASH (2017)
 FF0876
 FF0876                         *CURRENT SURVEY CONTROL
 FF0876  ______________________________________________________________________
 FF0876* NAD 83(1986) POSITION- 35 45 28.     (N) 090 57 50.     (W)   SCALED
 FF0876* NAVD 88 ORTHO HEIGHT -    75.117 (meters)      246.45  (feet) ADJUSTED
 FF0876  ______________________________________________________________________
 FF0876  GEOID HEIGHT    -        -27.738 (meters)                     GEOID18
 FF0876  DYNAMIC HEIGHT  -         75.053 (meters)      246.24  (feet) COMP
 FF0876  MODELED GRAVITY -    979,782.5   (mgal)                       NAVD 88
 FF0876
 FF0876  VERT ORDER      -  SECOND    CLASS 0
 FF0876
 FF0876.The horizontal coordinates were scaled from a map and have
 FF0876.an estimated accuracy of +/- 6 seconds.
 FF0876
 FF0876.The orthometric height was determined by differential leveling and
 FF0876.adjusted by the NATIONAL GEODETIC SURVEY
 FF0876.in June 1991.
 FF0876
 FF0876.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0876.GEOID18 height accuracy estimate available here.
 FF0876
 FF0876.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV840589(NAD 83)
 FF0876
 FF0876                          SUPERSEDED SURVEY CONTROL
 FF0876
 FF0876  NGVD 29 (11/26/84)   75.041  (m)          246.20   (f) ADJUSTED    2 0
 FF0876
 FF0876.Superseded values are not recommended for survey control.
 FF0876
 FF0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0876.See file dsdata.pdf to determine how the superseded data were derived.
 FF0876
 FF0876_MARKER: DB = BENCH MARK DISK
 FF0876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0876_STAMPING: L 246 1938
 FF0876_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 DL0591 ***********************************************************************
 DL0591  DESIGNATION -  L 247
 DL0591  PID         -  DL0591
 DL0591  STATE/COUNTY-  AR/COLUMBIA
 DL0591  COUNTRY     -  US
 DL0591  USGS QUAD   -  BUSSEY (2017)
 DL0591
 DL0591                         *CURRENT SURVEY CONTROL
 DL0591  ______________________________________________________________________
 DL0591* NAD 83(1986) POSITION- 33 12 05.     (N) 093 27 55.     (W)   SCALED
 DL0591* NAVD 88 ORTHO HEIGHT -    80.463 (meters)      263.99  (feet) ADJUSTED
 DL0591  ______________________________________________________________________
 DL0591  GEOID HEIGHT    -        -26.495 (meters)                     GEOID18
 DL0591  DYNAMIC HEIGHT  -         80.376 (meters)      263.70  (feet) COMP
 DL0591  MODELED GRAVITY -    979,558.8   (mgal)                       NAVD 88
 DL0591
 DL0591  VERT ORDER      -  SECOND    CLASS 0
 DL0591
 DL0591.The horizontal coordinates were scaled from a map and have
 DL0591.an estimated accuracy of +/- 6 seconds.
 DL0591
 DL0591.The orthometric height was determined by differential leveling and
 DL0591.adjusted by the NATIONAL GEODETIC SURVEY
 DL0591.in June 1991.
 DL0591
 DL0591.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0591.GEOID18 height accuracy estimate available here.
 DL0591
 DL0591.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS566737(NAD 83)
 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
 DL0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0591.See file dsdata.pdf to determine how the superseded data were derived.
 DL0591
 DL0591_MARKER: DB = BENCH MARK DISK
 DL0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0591_STAMPING: L 247 1938
 DL0591_MARK LOGO: CGS
 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   CGS
 DL0591
 DL0591                          STATION DESCRIPTION
 DL0591
 DL0591'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG0684 ***********************************************************************
 FG0684  DESIGNATION -  L 248
 FG0684  PID         -  FG0684
 FG0684  STATE/COUNTY-  AR/VAN BUREN
 FG0684  COUNTRY     -  US
 FG0684  USGS QUAD   -  ALREAD (2017)
 FG0684
 FG0684                         *CURRENT SURVEY CONTROL
 FG0684  ______________________________________________________________________
 FG0684* NAD 83(1986) POSITION- 35 38 54.     (N) 092 44 26.     (W)   SCALED
 FG0684* NAVD 88 ORTHO HEIGHT -   429.304 (meters)     1408.47  (feet) ADJUSTED
 FG0684  ______________________________________________________________________
 FG0684  GEOID HEIGHT    -        -28.013 (meters)                     GEOID18
 FG0684  DYNAMIC HEIGHT  -        428.891 (meters)     1407.12  (feet) COMP
 FG0684  MODELED GRAVITY -    979,658.8   (mgal)                       NAVD 88
 FG0684
 FG0684  VERT ORDER      -  SECOND    CLASS 0
 FG0684
 FG0684.The horizontal coordinates were scaled from a map and have
 FG0684.an estimated accuracy of +/- 6 seconds.
 FG0684
 FG0684.The orthometric height was determined by differential leveling and
 FG0684.adjusted by the NATIONAL GEODETIC SURVEY
 FG0684.in June 1991.
 FG0684
 FG0684.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0684.GEOID18 height accuracy estimate available here.
 FG0684
 FG0684.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV234449(NAD 83)
 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
 FG0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0684.See file dsdata.pdf to determine how the superseded data were derived.
 FG0684
 FG0684_MARKER: DB = BENCH MARK DISK
 FG0684_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0684_STAMPING: L 248 1939
 FG0684_MARK LOGO: CGS
 FG0684_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1573 ***********************************************************************
 EH1573  DESIGNATION -  L 249
 EH1573  PID         -  EH1573
 EH1573  STATE/COUNTY-  AR/LINCOLN
 EH1573  COUNTRY     -  US
 EH1573  USGS QUAD   -  CADES (2017)
 EH1573
 EH1573                         *CURRENT SURVEY CONTROL
 EH1573  ______________________________________________________________________
 EH1573* NAD 83(1986) POSITION- 34 00 20.     (N) 091 33 07.     (W)   SCALED
 EH1573* NAVD 88 ORTHO HEIGHT -    51.315 (meters)      168.36  (feet) ADJUSTED
 EH1573  ______________________________________________________________________
 EH1573  GEOID HEIGHT    -        -26.007 (meters)                     GEOID18
 EH1573  DYNAMIC HEIGHT  -         51.265 (meters)      168.19  (feet) COMP
 EH1573  MODELED GRAVITY -    979,647.5   (mgal)                       NAVD 88
 EH1573
 EH1573  VERT ORDER      -  SECOND    CLASS 0
 EH1573
 EH1573.The horizontal coordinates were scaled from a map and have
 EH1573.an estimated accuracy of +/- 6 seconds.
 EH1573
 EH1573.The orthometric height was determined by differential leveling and
 EH1573.adjusted by the NATIONAL GEODETIC SURVEY
 EH1573.in June 1991.
 EH1573
 EH1573.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1573.GEOID18 height accuracy estimate available here.
 EH1573
 EH1573.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT337637(NAD 83)
 EH1573
 EH1573                          SUPERSEDED SURVEY CONTROL
 EH1573
 EH1573  NGVD 29 (11/26/84)   51.390  (m)          168.60   (f) ADJUSTED    2 0
 EH1573
 EH1573.Superseded values are not recommended for survey control.
 EH1573
 EH1573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1573.See file dsdata.pdf to determine how the superseded data were derived.
 EH1573
 EH1573_MARKER: DB = BENCH MARK DISK
 EH1573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1573_STAMPING: L 249 1940
 EH1573_MARK LOGO: CGS
 EH1573_PROJECTION: PROJECTING 13 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1179 ***********************************************************************
 FG1179  DESIGNATION -  L 25
 FG1179  PID         -  FG1179
 FG1179  STATE/COUNTY-  AR/POPE
 FG1179  COUNTRY     -  US
 FG1179  USGS QUAD   -  RUSSELLVILLE WEST (2017)
 FG1179
 FG1179                         *CURRENT SURVEY CONTROL
 FG1179  ______________________________________________________________________
 FG1179* NAD 83(1986) POSITION- 35 16 42.1    (N) 093 08 02.4    (W)   HD_HELD2
 FG1179* NAVD 88 ORTHO HEIGHT -   107.839 (meters)      353.80  (feet) ADJUSTED
 FG1179  ______________________________________________________________________
 FG1179  GEOID HEIGHT    -        -29.171 (meters)                     GEOID18
 FG1179  DYNAMIC HEIGHT  -        107.737 (meters)      353.47  (feet) COMP
 FG1179  MODELED GRAVITY -    979,684.4   (mgal)                       NAVD 88
 FG1179
 FG1179  VERT ORDER      -  FIRST     CLASS II
 FG1179
 FG1179.The horizontal coordinates were established by autonomous hand held GPS
 FG1179.observations and have an estimated accuracy of +/- 10 meters.
 FG1179
 FG1179.The orthometric height was determined by differential leveling and
 FG1179.adjusted by the NATIONAL GEODETIC SURVEY
 FG1179.in April 2013.
 FG1179
 FG1179.No vertical observational check was made to the station.
 FG1179
 FG1179.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1179.GEOID18 height accuracy estimate available here.
 FG1179
 FG1179.Click photographs - Photos may exist for this station.
 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     -   105,437.      296,838.      MT  (+/- 10 meters HH2 GPS)
 FG1179
 FG1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV8781303921(NAD 83)
 FG1179
 FG1179                          SUPERSEDED SURVEY CONTROL
 FG1179
 FG1179  NAVD 88 (06/15/91)  107.844  (m)          353.82   (f) SUPERSEDED  1 2
 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
 FG1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1179.See file dsdata.pdf to determine how the superseded data were derived.
 FG1179
 FG1179_MARKER: DB = BENCH MARK DISK
 FG1179_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 FG1179+WITH SETTING: PAVEMENT
 FG1179_SP_SET: MAT FOUNDATION
 FG1179_STAMPING: 353.818 L 25 1932
 FG1179_MARK LOGO: CGS
 FG1179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1179+STABILITY: SURFACE MOTION
 FG1179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG1179+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2012
 FG1179
 FG1179  HISTORY     - Date     Condition        Report By
 FG1179  HISTORY     - 1932     MONUMENTED       CGS
 FG1179  HISTORY     - 1935     GOOD             CGS
 FG1179  HISTORY     - 1984     GOOD             NGS
 FG1179  HISTORY     - 1987     GOOD             USPSQD
 FG1179  HISTORY     - 1989     GOOD             USPSQD
 FG1179  HISTORY     - 1989     GOOD             USPSQD
 FG1179  HISTORY     - 1990     GOOD             USPSQD
 FG1179  HISTORY     - 20081014 GOOD             NGS
 FG1179  HISTORY     - 20091105 GOOD             GEOCAC
 FG1179  HISTORY     - 20120801 GOOD             ARHD
 FG1179
 FG1179                          STATION DESCRIPTION
 FG1179
 FG1179'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 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 (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 (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.
 FG1179
 FG1179                          STATION RECOVERY (2008)
 FG1179
 FG1179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2008 (JBW)
 FG1179'RECOVERED IN GOOD CONDITION.
 FG1179
 FG1179                          STATION RECOVERY (2009)
 FG1179
 FG1179'RECOVERY NOTE BY GEOCACHING 2009 (RT)
 FG1179'RECOVERED IN GOOD CONDITION.
 FG1179
 FG1179                          STATION RECOVERY (2012)
 FG1179
 FG1179'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (JDH)
 FG1179'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0530 ***********************************************************************
 EJ0530  DESIGNATION -  L 250
 EJ0530  PID         -  EJ0530
 EJ0530  STATE/COUNTY-  AR/JEFFERSON
 EJ0530  COUNTRY     -  US
 EJ0530  USGS QUAD   -  WRIGHT (2017)
 EJ0530
 EJ0530                         *CURRENT SURVEY CONTROL
 EJ0530  ______________________________________________________________________
 EJ0530* NAD 83(1986) POSITION- 34 22 42.     (N) 092 05 04.     (W)   SCALED
 EJ0530* NAVD 88 ORTHO HEIGHT -    68.672 (meters)      225.30  (feet) ADJUSTED
 EJ0530  ______________________________________________________________________
 EJ0530  GEOID HEIGHT    -        -26.082 (meters)                     GEOID18
 EJ0530  DYNAMIC HEIGHT  -         68.606 (meters)      225.08  (feet) COMP
 EJ0530  MODELED GRAVITY -    979,680.8   (mgal)                       NAVD 88
 EJ0530
 EJ0530  VERT ORDER      -  SECOND    CLASS 0
 EJ0530
 EJ0530.The horizontal coordinates were scaled from a map and have
 EJ0530.an estimated accuracy of +/- 6 seconds.
 EJ0530
 EJ0530.The orthometric height was determined by differential leveling and
 EJ0530.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0530.in June 1991.
 EJ0530
 EJ0530.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0530.GEOID18 height accuracy estimate available here.
 EJ0530
 EJ0530.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU841044(NAD 83)
 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
 EJ0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0530.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0530
 EJ0530_MARKER: DB = BENCH MARK DISK
 EJ0530_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0530_STAMPING: L 250 1940
 EJ0530_MARK LOGO: CGS
 EJ0530_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1773 ***********************************************************************
 EH1773  DESIGNATION -  L 251
 EH1773  PID         -  EH1773
 EH1773  STATE/COUNTY-  AR/JEFFERSON
 EH1773  COUNTRY     -  US
 EH1773  USGS QUAD   -  ROB ROY (2017)
 EH1773
 EH1773                         *CURRENT SURVEY CONTROL
 EH1773  ______________________________________________________________________
 EH1773* NAD 83(1986) POSITION- 34 17 13.     (N) 091 58 08.     (W)   SCALED
 EH1773* NAVD 88 ORTHO HEIGHT -    63.307 (meters)      207.70  (feet) ADJUSTED
 EH1773  ______________________________________________________________________
 EH1773  GEOID HEIGHT    -        -26.050 (meters)                     GEOID18
 EH1773  DYNAMIC HEIGHT  -         63.246 (meters)      207.50  (feet) COMP
 EH1773  MODELED GRAVITY -    979,670.2   (mgal)                       NAVD 88
 EH1773
 EH1773  VERT ORDER      -  SECOND    CLASS 0
 EH1773
 EH1773.The horizontal coordinates were scaled from a map and have
 EH1773.an estimated accuracy of +/- 6 seconds.
 EH1773
 EH1773.The orthometric height was determined by differential leveling and
 EH1773.adjusted by the NATIONAL GEODETIC SURVEY
 EH1773.in June 1991.
 EH1773
 EH1773.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1773.GEOID18 height accuracy estimate available here.
 EH1773
 EH1773.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT949944(NAD 83)
 EH1773
 EH1773                          SUPERSEDED SURVEY CONTROL
 EH1773
 EH1773  NGVD 29 (11/26/84)   63.339  (m)          207.80   (f) ADJUSTED    2 0
 EH1773
 EH1773.Superseded values are not recommended for survey control.
 EH1773
 EH1773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1773.See file dsdata.pdf to determine how the superseded data were derived.
 EH1773
 EH1773_MARKER: DB = BENCH MARK DISK
 EH1773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1773_STAMPING: L 251 1940
 EH1773_MARK LOGO: CGS
 EH1773_PROJECTION: PROJECTING 13 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0171 ***********************************************************************
 EJ0171  DESIGNATION -  L 252
 EJ0171  PID         -  EJ0171
 EJ0171  STATE/COUNTY-  AR/PULASKI
 EJ0171  COUNTRY     -  US
 EJ0171  USGS QUAD   -  KEO (2017)
 EJ0171
 EJ0171                         *CURRENT SURVEY CONTROL
 EJ0171  ______________________________________________________________________
 EJ0171* NAD 83(1986) POSITION- 34 31 37.     (N) 092 07 04.     (W)   SCALED
 EJ0171* NAVD 88 ORTHO HEIGHT -    70.291 (meters)      230.61  (feet) ADJUSTED
 EJ0171  ______________________________________________________________________
 EJ0171  GEOID HEIGHT    -        -26.244 (meters)                     GEOID18
 EJ0171  DYNAMIC HEIGHT  -         70.225 (meters)      230.40  (feet) COMP
 EJ0171  MODELED GRAVITY -    979,692.5   (mgal)                       NAVD 88
 EJ0171
 EJ0171  VERT ORDER      -  SECOND    CLASS 0
 EJ0171
 EJ0171.The horizontal coordinates were scaled from a map and have
 EJ0171.an estimated accuracy of +/- 6 seconds.
 EJ0171
 EJ0171.The orthometric height was determined by differential leveling and
 EJ0171.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0171.in June 1991.
 EJ0171
 EJ0171.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0171.GEOID18 height accuracy estimate available here.
 EJ0171
 EJ0171.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU809209(NAD 83)
 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
 EJ0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0171.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0171
 EJ0171_MARKER: DB = BENCH MARK DISK
 EJ0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0171_STAMPING: L 252 1940
 EJ0171_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1086 ***********************************************************************
 FG1086  DESIGNATION -  L 253 RESET
 FG1086  PID         -  FG1086
 FG1086  STATE/COUNTY-  AR/YELL
 FG1086  COUNTRY     -  US
 FG1086  USGS QUAD   -  RUSSELLVILLE WEST (2017)
 FG1086
 FG1086                         *CURRENT SURVEY CONTROL
 FG1086  ______________________________________________________________________
 FG1086* NAD 83(1986) POSITION- 35 16 13.     (N) 093 14 48.     (W)   SCALED
 FG1086* NAVD 88 ORTHO HEIGHT -   119.20  (meters)      391.1   (feet) RESET
 FG1086  ______________________________________________________________________
 FG1086  GEOID HEIGHT    -        -29.330 (meters)                     GEOID18
 FG1086  VERT ORDER      -  THIRD
 FG1086
 FG1086.The horizontal coordinates were scaled from a map and have
 FG1086.an estimated accuracy of +/- 6 seconds.
 FG1086
 FG1086.The orthometric height was computed from unverified reset data.
 FG1086
 FG1086.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1086.GEOID18 height accuracy estimate available here.
 FG1086
 FG1086.Click photographs - Photos may exist for this station.
 FG1086
 FG1086;                    North         East    Units  Estimated Accuracy
 FG1086;SPC AR N     -   104,660.      286,580.      MT  (+/- 180 meters Scaled)
 FG1086
 FG1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV775030(NAD 83)
 FG1086
 FG1086                          SUPERSEDED SURVEY CONTROL
 FG1086
 FG1086.No superseded survey control is available for this station.
 FG1086
 FG1086_MARKER: DB = BENCH MARK DISK
 FG1086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1086_STAMPING: L 253 RESET 1962
 FG1086_MARK LOGO: CGS
 FG1086_PROJECTION: PROJECTING 10 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1215 ***********************************************************************
 FG1215  DESIGNATION -  L 254
 FG1215  PID         -  FG1215
 FG1215  STATE/COUNTY-  AR/LOGAN
 FG1215  COUNTRY     -  US
 FG1215  USGS QUAD   -  HARTMAN (2017)
 FG1215
 FG1215                         *CURRENT SURVEY CONTROL
 FG1215  ______________________________________________________________________
 FG1215* NAD 83(1986) POSITION- 35 23 09.     (N) 093 31 47.     (W)   SCALED
 FG1215* NAVD 88 ORTHO HEIGHT -   118.655 (meters)      389.29  (feet) ADJUSTED
 FG1215  ______________________________________________________________________
 FG1215  GEOID HEIGHT    -        -29.421 (meters)                     GEOID18
 FG1215  DYNAMIC HEIGHT  -        118.544 (meters)      388.92  (feet) COMP
 FG1215  MODELED GRAVITY -    979,701.4   (mgal)                       NAVD 88
 FG1215
 FG1215  VERT ORDER      -  SECOND    CLASS 0
 FG1215
 FG1215.The horizontal coordinates were scaled from a map and have
 FG1215.an estimated accuracy of +/- 6 seconds.
 FG1215
 FG1215.The orthometric height was determined by differential leveling and
 FG1215.adjusted by the NATIONAL GEODETIC SURVEY
 FG1215.in June 1991.
 FG1215
 FG1215.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1215.GEOID18 height accuracy estimate available here.
 FG1215
 FG1215.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV518159(NAD 83)
 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
 FG1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1215.See file dsdata.pdf to determine how the superseded data were derived.
 FG1215
 FG1215_MARKER: DB = BENCH MARK DISK
 FG1215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1215_STAMPING: L 254 1940
 FG1215_MARK LOGO: CGS
 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             CGS
 FG1215  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG1215
 FG1215                          STATION DESCRIPTION
 FG1215
 FG1215'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1245 ***********************************************************************
 FG1245  DESIGNATION -  L 255
 FG1245  PID         -  FG1245
 FG1245  STATE/COUNTY-  AR/FRANKLIN
 FG1245  COUNTRY     -  US
 FG1245  USGS QUAD   -  OZARK (2017)
 FG1245
 FG1245                         *CURRENT SURVEY CONTROL
 FG1245  ______________________________________________________________________
 FG1245* NAD 83(1986) POSITION- 35 24 36.     (N) 093 49 13.     (W)   SCALED
 FG1245* NAVD 88 ORTHO HEIGHT -   114.134 (meters)      374.45  (feet) ADJUSTED
 FG1245  ______________________________________________________________________
 FG1245  GEOID HEIGHT    -        -29.495 (meters)                     GEOID18
 FG1245  DYNAMIC HEIGHT  -        114.028 (meters)      374.11  (feet) COMP
 FG1245  MODELED GRAVITY -    979,700.9   (mgal)                       NAVD 88
 FG1245
 FG1245  VERT ORDER      -  SECOND    CLASS 0
 FG1245
 FG1245.The horizontal coordinates were scaled from a map and have
 FG1245.an estimated accuracy of +/- 6 seconds.
 FG1245
 FG1245.The orthometric height was determined by differential leveling and
 FG1245.adjusted by the NATIONAL GEODETIC SURVEY
 FG1245.in June 1991.
 FG1245
 FG1245.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1245.GEOID18 height accuracy estimate available here.
 FG1245
 FG1245.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV255188(NAD 83)
 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
 FG1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1245.See file dsdata.pdf to determine how the superseded data were derived.
 FG1245
 FG1245_MARKER: DB = BENCH MARK DISK
 FG1245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1245_STAMPING: L 255 1940
 FG1245_MARK LOGO: CGS
 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             CGS
 FG1245  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG1245
 FG1245                          STATION DESCRIPTION
 FG1245
 FG1245'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG1246 ***********************************************************************
 FG1246  DESIGNATION -  L 255 RESET
 FG1246  PID         -  FG1246
 FG1246  STATE/COUNTY-  AR/FRANKLIN
 FG1246  COUNTRY     -  US
 FG1246  USGS QUAD   -  OZARK (2017)
 FG1246
 FG1246                         *CURRENT SURVEY CONTROL
 FG1246  ______________________________________________________________________
 FG1246* NAD 83(1986) POSITION- 35 24 37.2    (N) 093 49 13.6    (W)   HD_HELD2
 FG1246* NAVD 88 ORTHO HEIGHT -   114.18  (meters)      374.6   (feet) RESET
 FG1246  ______________________________________________________________________
 FG1246  GEOID HEIGHT    -        -29.495 (meters)                     GEOID18
 FG1246  VERT ORDER      -  THIRD
 FG1246
 FG1246.The horizontal coordinates were established by autonomous hand held GPS
 FG1246.observations and have an estimated accuracy of +/- 10 meters.
 FG1246
 FG1246.The orthometric height was computed from unverified reset data.
 FG1246
 FG1246.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1246.GEOID18 height accuracy estimate available here.
 FG1246
 FG1246.Click photographs - Photos may exist for this station.
 FG1246
 FG1246;                    North         East    Units  Estimated Accuracy
 FG1246;SPC AR N     -   121,012.      234,668.      MT  (+/- 10 meters HH2 GPS)
 FG1246
 FG1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV2550718858(NAD 83)
 FG1246
 FG1246                          SUPERSEDED SURVEY CONTROL
 FG1246
 FG1246.No superseded survey control is available for this station.
 FG1246
 FG1246_MARKER: DB = BENCH MARK DISK
 FG1246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1246_STAMPING: L 255 RESET 1964
 FG1246_MARK LOGO: CGS
 FG1246_PROJECTION: PROJECTING 10 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FH0188 ***********************************************************************
 FH0188  DESIGNATION -  L 256
 FH0188  PID         -  FH0188
 FH0188  STATE/COUNTY-  AR/SEBASTIAN
 FH0188  COUNTRY     -  US
 FH0188  USGS QUAD   -  MULBERRY (2017)
 FH0188
 FH0188                         *CURRENT SURVEY CONTROL
 FH0188  ______________________________________________________________________
 FH0188* NAD 83(1986) POSITION- 35 23 11.     (N) 094 07 07.     (W)   SCALED
 FH0188* NAVD 88 ORTHO HEIGHT -   121.998 (meters)      400.26  (feet) ADJUSTED
 FH0188  ______________________________________________________________________
 FH0188  GEOID HEIGHT    -        -29.777 (meters)                     GEOID18
 FH0188  DYNAMIC HEIGHT  -        121.885 (meters)      399.88  (feet) COMP
 FH0188  MODELED GRAVITY -    979,705.7   (mgal)                       NAVD 88
 FH0188
 FH0188  VERT ORDER      -  SECOND    CLASS 0
 FH0188
 FH0188.The horizontal coordinates were scaled from a map and have
 FH0188.an estimated accuracy of +/- 6 seconds.
 FH0188
 FH0188.The orthometric height was determined by differential leveling and
 FH0188.adjusted by the NATIONAL GEODETIC SURVEY
 FH0188.in June 1991.
 FH0188
 FH0188.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0188.GEOID18 height accuracy estimate available here.
 FH0188
 FH0188.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV984164(NAD 83)
 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
 FH0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0188.See file dsdata.pdf to determine how the superseded data were derived.
 FH0188
 FH0188_MARKER: DB = BENCH MARK DISK
 FH0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0188_STAMPING: L 256 1940
 FH0188_MARK LOGO: CGS
 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             CGS
 FH0188  HISTORY     - 1964     MARK NOT FOUND   LOCENG
 FH0188
 FH0188                          STATION DESCRIPTION
 FH0188
 FH0188'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DL0848 ***********************************************************************
 DL0848  DESIGNATION -  L 257
 DL0848  PID         -  DL0848
 DL0848  STATE/COUNTY-  AR/MILLER
 DL0848  COUNTRY     -  US
 DL0848  USGS QUAD   -  MANDEVILLE (2017)
 DL0848
 DL0848                         *CURRENT SURVEY CONTROL
 DL0848  ______________________________________________________________________
 DL0848* NAD 83(1986) POSITION- 33 27 28.     (N) 093 59 42.     (W)   SCALED
 DL0848* NAVD 88 ORTHO HEIGHT -   111.948 (meters)      367.28  (feet) ADJUSTED
 DL0848  ______________________________________________________________________
 DL0848  GEOID HEIGHT    -        -26.933 (meters)                     GEOID18
 DL0848  DYNAMIC HEIGHT  -        111.829 (meters)      366.89  (feet) COMP
 DL0848  MODELED GRAVITY -    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 map and have
 DL0848.an estimated accuracy of +/- 6 seconds.
 DL0848
 DL0848.The orthometric height was determined by differential leveling and
 DL0848.adjusted by the NATIONAL GEODETIC SURVEY
 DL0848.in June 1991.
 DL0848
 DL0848.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0848.GEOID18 height accuracy estimate available here.
 DL0848
 DL0848.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT075024(NAD 83)
 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
 DL0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0848.See file dsdata.pdf to determine how the superseded data were derived.
 DL0848
 DL0848_MARKER: DB = BENCH MARK DISK
 DL0848_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL0848_SP_SET: BUILDING
 DL0848_STAMPING: L 257 1945
 DL0848_MARK LOGO: CGS
 DL0848_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0848
 DL0848  HISTORY     - Date     Condition        Report By
 DL0848  HISTORY     - 1945     MONUMENTED       CGS
 DL0848  HISTORY     - 1964     GOOD             CGS
 DL0848  HISTORY     - 1981     GOOD             NGS
 DL0848
 DL0848                          STATION DESCRIPTION
 DL0848
 DL0848'DESCRIBED BY COAST AND 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 NATIONAL GEODETIC SURVEY 1981
 DL0848'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL1138 ***********************************************************************
 DL1138  DESIGNATION -  L 258
 DL1138  PID         -  DL1138
 DL1138  STATE/COUNTY-  AR/MILLER
 DL1138  COUNTRY     -  US
 DL1138  USGS QUAD   -  GARLAND (2017)
 DL1138
 DL1138                         *CURRENT SURVEY CONTROL
 DL1138  ______________________________________________________________________
 DL1138* NAD 83(1986) POSITION- 33 16 48.     (N) 093 44 19.     (W)   SCALED
 DL1138* NAVD 88 ORTHO HEIGHT -    67.443 (meters)      221.27  (feet) ADJUSTED
 DL1138  ______________________________________________________________________
 DL1138  GEOID HEIGHT    -        -26.708 (meters)                     GEOID18
 DL1138  DYNAMIC HEIGHT  -         67.371 (meters)      221.03  (feet) COMP
 DL1138  MODELED GRAVITY -    979,561.1   (mgal)                       NAVD 88
 DL1138
 DL1138  VERT ORDER      -  FIRST     CLASS I
 DL1138
 DL1138.The horizontal coordinates were scaled from a map and have
 DL1138.an estimated accuracy of +/- 6 seconds.
 DL1138
 DL1138.The orthometric height was determined by differential leveling and
 DL1138.adjusted by the NATIONAL GEODETIC SURVEY
 DL1138.in June 1991.
 DL1138
 DL1138.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1138.GEOID18 height accuracy estimate available here.
 DL1138
 DL1138.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS312825(NAD 83)
 DL1138
 DL1138                          SUPERSEDED SURVEY CONTROL
 DL1138
 DL1138  NGVD 29 (11/26/84)   67.473  (m)          221.37   (f) ADJUSTED    1 1
 DL1138
 DL1138.Superseded values are not recommended for survey control.
 DL1138
 DL1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1138.See file dsdata.pdf to determine how the superseded data were derived.
 DL1138
 DL1138_MARKER: DV = VERTICAL CONTROL DISK
 DL1138_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL1138_STAMPING: L 258 1977
 DL1138_MARK LOGO: NGS
 DL1138_MAGNETIC: I = MARKER IS A STEEL ROD
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1112 ***********************************************************************
 DL1112  DESIGNATION -  L 259
 DL1112  PID         -  DL1112
 DL1112  STATE/COUNTY-  AR/MILLER
 DL1112  COUNTRY     -  US
 DL1112  USGS QUAD   -  DODDRIDGE (2017)
 DL1112
 DL1112                         *CURRENT SURVEY CONTROL
 DL1112  ______________________________________________________________________
 DL1112* NAD 83(1986) POSITION- 33 06 31.     (N) 093 53 56.     (W)   SCALED
 DL1112* NAVD 88 ORTHO HEIGHT -    76.951 (meters)      252.46  (feet) ADJUSTED
 DL1112  ______________________________________________________________________
 DL1112  GEOID HEIGHT    -        -26.590 (meters)                     GEOID18
 DL1112  DYNAMIC HEIGHT  -         76.867 (meters)      252.19  (feet) COMP
 DL1112  MODELED GRAVITY -    979,545.9   (mgal)                       NAVD 88
 DL1112
 DL1112  VERT ORDER      -  FIRST     CLASS I
 DL1112
 DL1112.The horizontal coordinates were scaled from a map and have
 DL1112.an estimated accuracy of +/- 6 seconds.
 DL1112
 DL1112.The orthometric height was determined by differential leveling and
 DL1112.adjusted by the NATIONAL GEODETIC SURVEY
 DL1112.in June 1991.
 DL1112
 DL1112.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1112.GEOID18 height accuracy estimate available here.
 DL1112
 DL1112.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS161636(NAD 83)
 DL1112
 DL1112                          SUPERSEDED SURVEY CONTROL
 DL1112
 DL1112  NGVD 29 (11/26/84)   76.985  (m)          252.58   (f) ADJUSTED    1 1
 DL1112
 DL1112.Superseded values are not recommended for survey control.
 DL1112
 DL1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1112.See file dsdata.pdf to determine how the superseded data were derived.
 DL1112
 DL1112_MARKER: DV = VERTICAL CONTROL DISK
 DL1112_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL1112_SP_SET: BOX CULVERT HEADWALL
 DL1112_STAMPING: L 259 1977
 DL1112_MARK LOGO: NGS
 DL1112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1112+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1168 ***********************************************************************
 DL1168  DESIGNATION -  L 260
 DL1168  PID         -  DL1168
 DL1168  STATE/COUNTY-  AR/MILLER
 DL1168  COUNTRY     -  US
 DL1168  USGS QUAD   -  FULTON (2017)
 DL1168
 DL1168                         *CURRENT SURVEY CONTROL
 DL1168  ______________________________________________________________________
 DL1168* NAD 83(1986) POSITION- 33 31 52.     (N) 093 47 50.     (W)   SCALED
 DL1168* NAVD 88 ORTHO HEIGHT -    86.530 (meters)      283.89  (feet) ADJUSTED
 DL1168  ______________________________________________________________________
 DL1168  GEOID HEIGHT    -        -26.991 (meters)                     GEOID18
 DL1168  DYNAMIC HEIGHT  -         86.439 (meters)      283.59  (feet) COMP
 DL1168  MODELED GRAVITY -    979,580.0   (mgal)                       NAVD 88
 DL1168
 DL1168  VERT ORDER      -  FIRST     CLASS I
 DL1168
 DL1168.The horizontal coordinates were scaled from a map and have
 DL1168.an estimated accuracy of +/- 6 seconds.
 DL1168
 DL1168.The orthometric height was determined by differential leveling and
 DL1168.adjusted by the NATIONAL GEODETIC SURVEY
 DL1168.in June 1991.
 DL1168
 DL1168.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1168.GEOID18 height accuracy estimate available here.
 DL1168
 DL1168.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT259104(NAD 83)
 DL1168
 DL1168                          SUPERSEDED SURVEY CONTROL
 DL1168
 DL1168  NGVD 29 (11/26/84)   86.545  (m)          283.94   (f) ADJUSTED    1 1
 DL1168
 DL1168.Superseded values are not recommended for survey control.
 DL1168
 DL1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1168.See file dsdata.pdf to determine how the superseded data were derived.
 DL1168
 DL1168_MARKER: DV = VERTICAL CONTROL DISK
 DL1168_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DL1168+WITH SETTING: INTO GROUND
 DL1168_STAMPING: L 260 1977
 DL1168_MARK LOGO: NGS
 DL1168_MAGNETIC: I = MARKER IS A STEEL ROD
 DL1168_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 DM1027 ***********************************************************************
 DM1027  DESIGNATION -  L 261
 DM1027  PID         -  DM1027
 DM1027  STATE/COUNTY-  AR/MILLER
 DM1027  COUNTRY     -  US
 DM1027  USGS QUAD   -  OGDEN (2017)
 DM1027
 DM1027                         *CURRENT SURVEY CONTROL
 DM1027  ______________________________________________________________________
 DM1027* NAD 83(1986) POSITION- 33 32 09.     (N) 094 00 36.     (W)   SCALED
 DM1027* NAVD 88 ORTHO HEIGHT -    82.273 (meters)      269.92  (feet) ADJUSTED
 DM1027  ______________________________________________________________________
 DM1027  GEOID HEIGHT    -        -27.007 (meters)                     GEOID18
 DM1027  DYNAMIC HEIGHT  -         82.186 (meters)      269.64  (feet) COMP
 DM1027  MODELED GRAVITY -    979,578.0   (mgal)                       NAVD 88
 DM1027
 DM1027  VERT ORDER      -  FIRST     CLASS I
 DM1027
 DM1027.The horizontal coordinates were scaled from a map and have
 DM1027.an estimated accuracy of +/- 6 seconds.
 DM1027
 DM1027.The orthometric height was determined by differential leveling and
 DM1027.adjusted by the NATIONAL GEODETIC SURVEY
 DM1027.in June 1991.
 DM1027
 DM1027.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1027.GEOID18 height accuracy estimate available here.
 DM1027
 DM1027.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT062111(NAD 83)
 DM1027
 DM1027                          SUPERSEDED SURVEY CONTROL
 DM1027
 DM1027  NGVD 29 (11/26/84)   82.289  (m)          269.98   (f) ADJUSTED    1 1
 DM1027
 DM1027.Superseded values are not recommended for survey control.
 DM1027
 DM1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1027.See file dsdata.pdf to determine how the superseded data were derived.
 DM1027
 DM1027_MARKER: DV = VERTICAL CONTROL DISK
 DM1027_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DM1027+WITH SETTING: INTO GROUND
 DM1027_STAMPING: L 261 1977
 DM1027_MARK LOGO: NGS
 DM1027_MAGNETIC: I = MARKER IS A STEEL ROD
 DM1027_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FH0163 ***********************************************************************
 FH0163  DESIGNATION -  L 28
 FH0163  PID         -  FH0163
 FH0163  STATE/COUNTY-  AR/CRAWFORD
 FH0163  COUNTRY     -  US
 FH0163  USGS QUAD   -  VAN BUREN (2017)
 FH0163
 FH0163                         *CURRENT SURVEY CONTROL
 FH0163  ______________________________________________________________________
 FH0163* NAD 83(1986) POSITION- 35 26 52.32   (N) 094 17 40.46   (W)   HD_HELD1
 FH0163* NAVD 88 ORTHO HEIGHT -   139.454 (meters)      457.53  (feet) ADJUSTED
 FH0163  ______________________________________________________________________
 FH0163  GEOID HEIGHT    -        -29.768 (meters)                     GEOID18
 FH0163  DYNAMIC HEIGHT  -        139.324 (meters)      457.10  (feet) COMP
 FH0163  MODELED GRAVITY -    979,696.1   (mgal)                       NAVD 88
 FH0163
 FH0163  VERT ORDER      -  FIRST     CLASS II
 FH0163
 FH0163.The horizontal coordinates were determined by differentially corrected
 FH0163.hand held GPS observations or other comparable positioning techniques
 FH0163.and have an estimated accuracy of +/- 3 meters.
 FH0163
 FH0163.The orthometric height was determined by differential leveling and
 FH0163.adjusted by the NATIONAL GEODETIC SURVEY
 FH0163.in June 1991.
 FH0163
 FH0163.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0163.GEOID18 height accuracy estimate available here.
 FH0163
 FH0163.Click photographs - Photos may exist for this station.
 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     -   126,074.8     191,712.0     MT  (+/- 3 meters HH1 GPS) 
 FH0163
 FH0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV8251223481(NAD 83)
 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
 FH0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0163.See file dsdata.pdf to determine how the superseded data were derived.
 FH0163
 FH0163_MARKER: DB = BENCH MARK DISK
 FH0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0163_STAMPING: 457.243 L 28 1932
 FH0163_MARK LOGO: CGS
 FH0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0163+STABILITY: SURFACE MOTION
 FH0163_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH0163+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2024
 FH0163
 FH0163  HISTORY     - Date     Condition        Report By
 FH0163  HISTORY     - 1932     MONUMENTED       CGS
 FH0163  HISTORY     - 1959     GOOD             CGS
 FH0163  HISTORY     - 1987     GOOD             USPSQD
 FH0163  HISTORY     - 1989     GOOD             USPSQD
 FH0163  HISTORY     - 20140512 GOOD             ARHD
 FH0163  HISTORY     - 20240321 GOOD             ARHD
 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 COAST AND 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.
 FH0163
 FH0163                          STATION RECOVERY (2014)
 FH0163
 FH0163'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (AMC)
 FH0163'A FASTER WAY TO GET TO THE POINT DESCRIBED IS TO TURN SOUTH ON SHIBLEY
 FH0163'ROAD OFF HWY 64 AND TRAVEL SOUTH 0.5 MILES TO THE RAILROAD CROSSING OF
 FH0163'MISSOURI PACIFIC RAILROAD. THE POINT IS SOUTHWEST OF THE CROSSING,
 FH0163'SOUTH OF THE RAILROAD TRACK (40 FEET) IN A FIELD WITH A WITNESS POST.
 FH0163
 FH0163                          STATION RECOVERY (2024)
 FH0163
 FH0163'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (JH)
 FH0163'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1615 ***********************************************************************
 EJ1615  DESIGNATION -  L 287
 EJ1615  PID         -  EJ1615
 EJ1615  STATE/COUNTY-  AR/PULASKI
 EJ1615  COUNTRY     -  US
 EJ1615  USGS QUAD   -  SWEET HOME (2017)
 EJ1615
 EJ1615                         *CURRENT SURVEY CONTROL
 EJ1615  ______________________________________________________________________
 EJ1615* NAD 83(1986) POSITION- 34 38 02.1    (N) 092 13 30.6    (W)   HD_HELD2
 EJ1615* NAVD 88 ORTHO HEIGHT -    78.145 (meters)      256.38  (feet) ADJUSTED
 EJ1615  ______________________________________________________________________
 EJ1615  GEOID HEIGHT    -        -26.496 (meters)                     GEOID18
 EJ1615  DYNAMIC HEIGHT  -         78.071 (meters)      256.14  (feet) COMP
 EJ1615  MODELED GRAVITY -    979,683.7   (mgal)                       NAVD 88
 EJ1615
 EJ1615  VERT ORDER      -  FIRST     CLASS II
 EJ1615
 EJ1615.The horizontal coordinates were established by autonomous hand held GPS
 EJ1615.observations and have an estimated accuracy of +/- 10 meters.
 EJ1615
 EJ1615.The orthometric height was determined by differential leveling and
 EJ1615.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1615.in June 1991.
 EJ1615
 EJ1615.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1615.GEOID18 height accuracy estimate available here.
 EJ1615
 EJ1615.Click photographs - Photos may exist for this station.
 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.      379,354.      MT  (+/- 10 meters HH2 GPS)
 EJ1615
 EJ1615_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7101932719(NAD 83)
 EJ1615
 EJ1615                          SUPERSEDED SURVEY CONTROL
 EJ1615
 EJ1615.No superseded survey control is available for this station.
 EJ1615
 EJ1615_MARKER: F = FLANGE-ENCASED ROD
 EJ1615_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EJ1615_STAMPING: L 287 1984
 EJ1615_MARK LOGO: NGS
 EJ1615_PROJECTION: RECESSED 3 CENTIMETERS
 EJ1615_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EJ1615_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1615_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EJ1615+SATELLITE: SATELLITE OBSERVATIONS - January 03, 2017
 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  HISTORY     - 20150512 GOOD             ARHD
 EJ1615  HISTORY     - 20170103 GOOD             ARHD
 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.
 EJ1615
 EJ1615                          STATION RECOVERY (2015)
 EJ1615
 EJ1615'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (BAB)
 EJ1615'RECOVERED IN GOOD CONDITION.
 EJ1615
 EJ1615                          STATION RECOVERY (2017)
 EJ1615
 EJ1615'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2017 (JDH)
 EJ1615'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1647 ***********************************************************************
 EJ1647  DESIGNATION -  L 288
 EJ1647  PID         -  EJ1647
 EJ1647  STATE/COUNTY-  AR/JEFFERSON
 EJ1647  COUNTRY     -  US
 EJ1647  USGS QUAD   -  WHITE HALL (2017)
 EJ1647
 EJ1647                         *CURRENT SURVEY CONTROL
 EJ1647  ______________________________________________________________________
 EJ1647* NAD 83(1986) POSITION- 34 16 35.     (N) 092 05 33.     (W)   SCALED
 EJ1647* NAVD 88 ORTHO HEIGHT -    88.431 (meters)      290.13  (feet) ADJUSTED
 EJ1647  ______________________________________________________________________
 EJ1647  GEOID HEIGHT    -        -26.004 (meters)                     GEOID18
 EJ1647  DYNAMIC HEIGHT  -         88.346 (meters)      289.85  (feet) COMP
 EJ1647  MODELED GRAVITY -    979,668.5   (mgal)                       NAVD 88
 EJ1647
 EJ1647  VERT ORDER      -  FIRST     CLASS II
 EJ1647
 EJ1647.The horizontal coordinates were scaled from a map and have
 EJ1647.an estimated accuracy of +/- 6 seconds.
 EJ1647
 EJ1647.The orthometric height was determined by differential leveling and
 EJ1647.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1647.in June 1991.
 EJ1647
 EJ1647.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1647.GEOID18 height accuracy estimate available here.
 EJ1647
 EJ1647.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT835931(NAD 83)
 EJ1647
 EJ1647                          SUPERSEDED SURVEY CONTROL
 EJ1647
 EJ1647.No superseded survey control is available for this station.
 EJ1647
 EJ1647_MARKER: I = METAL ROD
 EJ1647_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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  HISTORY     - 20120306 MARK NOT FOUND   JCLS
 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.
 EJ1647
 EJ1647                          STATION RECOVERY (2012)
 EJ1647
 EJ1647'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2012 (MRY)
 EJ1647'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH2593 ***********************************************************************
 EH2593  DESIGNATION -  L 289
 EH2593  PID         -  EH2593
 EH2593  STATE/COUNTY-  AR/LINCOLN
 EH2593  COUNTRY     -  US
 EH2593  USGS QUAD   -  GRADY (2017)
 EH2593
 EH2593                         *CURRENT SURVEY CONTROL
 EH2593  ______________________________________________________________________
 EH2593* NAD 83(1986) POSITION- 34 04 46.     (N) 091 41 59.     (W)   SCALED
 EH2593* NAVD 88 ORTHO HEIGHT -    56.408 (meters)      185.07  (feet) ADJUSTED
 EH2593  ______________________________________________________________________
 EH2593  GEOID HEIGHT    -        -25.950 (meters)                     GEOID18
 EH2593  DYNAMIC HEIGHT  -         56.353 (meters)      184.88  (feet) COMP
 EH2593  MODELED GRAVITY -    979,657.3   (mgal)                       NAVD 88
 EH2593
 EH2593  VERT ORDER      -  FIRST     CLASS II
 EH2593
 EH2593.The horizontal coordinates were scaled from a map and have
 EH2593.an estimated accuracy of +/- 6 seconds.
 EH2593
 EH2593.The orthometric height was determined by differential leveling and
 EH2593.adjusted by the NATIONAL GEODETIC SURVEY
 EH2593.in June 1991.
 EH2593
 EH2593.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2593.GEOID18 height accuracy estimate available here.
 EH2593
 EH2593.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT199717(NAD 83)
 EH2593
 EH2593                          SUPERSEDED SURVEY CONTROL
 EH2593
 EH2593.No superseded survey control is available for this station.
 EH2593
 EH2593_MARKER: I = METAL ROD
 EH2593_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1190 ***********************************************************************
 FG1190  DESIGNATION -  L 29
 FG1190  PID         -  FG1190
 FG1190  STATE/COUNTY-  AR/FRANKLIN
 FG1190  COUNTRY     -  US
 FG1190  USGS QUAD   -  CECIL (2017)
 FG1190
 FG1190                         *CURRENT SURVEY CONTROL
 FG1190  ______________________________________________________________________
 FG1190* NAD 83(1986) POSITION- 35 28 24.     (N) 093 56 22.     (W)   SCALED
 FG1190* NAVD 88 ORTHO HEIGHT -   116.819 (meters)      383.26  (feet) ADJUSTED
 FG1190  ______________________________________________________________________
 FG1190  GEOID HEIGHT    -        -29.326 (meters)                     GEOID18
 FG1190  DYNAMIC HEIGHT  -        116.710 (meters)      382.91  (feet) COMP
 FG1190  MODELED GRAVITY -    979,698.3   (mgal)                       NAVD 88
 FG1190
 FG1190  VERT ORDER      -  FIRST     CLASS II
 FG1190
 FG1190.The horizontal coordinates were scaled from a map and have
 FG1190.an estimated accuracy of +/- 6 seconds.
 FG1190
 FG1190.The orthometric height was determined by differential leveling and
 FG1190.adjusted by the NATIONAL GEODETIC SURVEY
 FG1190.in June 1991.
 FG1190
 FG1190.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1190.GEOID18 height accuracy estimate available here.
 FG1190
 FG1190.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV147259(NAD 83)
 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
 FG1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1190.See file dsdata.pdf to determine how the superseded data were derived.
 FG1190
 FG1190_MARKER: DB = BENCH MARK DISK
 FG1190_STAMPING: L 29 1832
 FG1190_MARK LOGO: CGS
 FG1190_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG1190
 FG1190  HISTORY     - Date     Condition        Report By
 FG1190  HISTORY     - 1932     MONUMENTED       CGS
 FG1190  HISTORY     - 1963     MARK NOT FOUND   USGS
 FG1190
 FG1190                          STATION DESCRIPTION
 FG1190
 FG1190'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1668 ***********************************************************************
 EJ1668  DESIGNATION -  L 290
 EJ1668  PID         -  EJ1668
 EJ1668  STATE/COUNTY-  AR/PULASKI
 EJ1668  COUNTRY     -  US
 EJ1668  USGS QUAD   -  NORTH LITTLE ROCK (2017)
 EJ1668
 EJ1668                         *CURRENT SURVEY CONTROL
 EJ1668  ______________________________________________________________________
 EJ1668* NAD 83(1986) POSITION- 34 51 20.     (N) 092 21 04.     (W)   SCALED
 EJ1668* NAVD 88 ORTHO HEIGHT -    91.822 (meters)      301.25  (feet) ADJUSTED
 EJ1668  ______________________________________________________________________
 EJ1668  GEOID HEIGHT    -        -27.082 (meters)                     GEOID18
 EJ1668  DYNAMIC HEIGHT  -         91.737 (meters)      300.97  (feet) COMP
 EJ1668  MODELED GRAVITY -    979,702.5   (mgal)                       NAVD 88
 EJ1668
 EJ1668  VERT ORDER      -  FIRST     CLASS II
 EJ1668
 EJ1668.The horizontal coordinates were scaled from a map and have
 EJ1668.an estimated accuracy of +/- 6 seconds.
 EJ1668
 EJ1668.The orthometric height was determined by differential leveling and
 EJ1668.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1668.in June 1991.
 EJ1668
 EJ1668.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1668.GEOID18 height accuracy estimate available here.
 EJ1668
 EJ1668.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU593572(NAD 83)
 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
 EJ1668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1668.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1668
 EJ1668_MARKER: DV = VERTICAL CONTROL DISK
 EJ1668_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EJ1668_SP_SET: 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  HISTORY     - 20120508 GOOD             ARHD
 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.
 EJ1668
 EJ1668                          STATION RECOVERY (2012)
 EJ1668
 EJ1668'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (JDH)
 EJ1668'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1548 ***********************************************************************
 FG1548  DESIGNATION -  L 291
 FG1548  PID         -  FG1548
 FG1548  STATE/COUNTY-  AR/CONWAY
 FG1548  COUNTRY     -  US
 FG1548  USGS QUAD   -  MENIFEE (2017)
 FG1548
 FG1548                         *CURRENT SURVEY CONTROL
 FG1548  ______________________________________________________________________
 FG1548* NAD 83(1986) POSITION- 35 08 26.     (N) 092 32 13.     (W)   SCALED
 FG1548* NAVD 88 ORTHO HEIGHT -    92.450 (meters)      303.31  (feet) ADJUSTED
 FG1548  ______________________________________________________________________
 FG1548  GEOID HEIGHT    -        -28.212 (meters)                     GEOID18
 FG1548  DYNAMIC HEIGHT  -         92.364 (meters)      303.03  (feet) COMP
 FG1548  MODELED GRAVITY -    979,697.9   (mgal)                       NAVD 88
 FG1548
 FG1548  VERT ORDER      -  FIRST     CLASS II
 FG1548
 FG1548.The horizontal coordinates were scaled from a map and have
 FG1548.an estimated accuracy of +/- 6 seconds.
 FG1548
 FG1548.The orthometric height was determined by differential leveling and
 FG1548.adjusted by the NATIONAL GEODETIC SURVEY
 FG1548.in June 1991.
 FG1548
 FG1548.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1548.GEOID18 height accuracy estimate available here.
 FG1548
 FG1548.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU421887(NAD 83)
 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
 FG1548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1548.See file dsdata.pdf to determine how the superseded data were derived.
 FG1548
 FG1548_MARKER: I = METAL ROD
 FG1548_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FG1548+WITH SETTING: INFORMATION.
 FG1548_STAMPING: L 291 1984
 FG1548_MARK LOGO: NGS
 FG1548_PROJECTION: RECESSED 2 CENTIMETERS
 FG1548_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1548_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FG1548+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2015
 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  HISTORY     - 20151027 GOOD             CONSOL
 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.
 FG1548
 FG1548                          STATION RECOVERY (2015)
 FG1548
 FG1548'RECOVERY NOTE BY CONSOLIDATED LAND SERVICE 2015
 FG1548'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK1734 ***********************************************************************
 DK1734  DESIGNATION -  L 292
 DK1734  PID         -  DK1734
 DK1734  STATE/COUNTY-  AR/DESHA
 DK1734  COUNTRY     -  US
 DK1734  USGS QUAD   -  DUMAS (2017)
 DK1734
 DK1734                         *CURRENT SURVEY CONTROL
 DK1734  ______________________________________________________________________
 DK1734* NAD 83(1986) POSITION- 33 53 57.     (N) 091 29 20.     (W)   SCALED
 DK1734* NAVD 88 ORTHO HEIGHT -    48.959 (meters)      160.63  (feet) ADJUSTED
 DK1734  ______________________________________________________________________
 DK1734  GEOID HEIGHT    -        -26.039 (meters)                     GEOID18
 DK1734  DYNAMIC HEIGHT  -         48.909 (meters)      160.46  (feet) COMP
 DK1734  MODELED GRAVITY -    979,635.9   (mgal)                       NAVD 88
 DK1734
 DK1734  VERT ORDER      -  FIRST     CLASS II
 DK1734
 DK1734.The horizontal coordinates were scaled from a map and have
 DK1734.an estimated accuracy of +/- 6 seconds.
 DK1734
 DK1734.The orthometric height was determined by differential leveling and
 DK1734.adjusted by the NATIONAL GEODETIC SURVEY
 DK1734.in June 1991.
 DK1734
 DK1734.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1734.GEOID18 height accuracy estimate available here.
 DK1734
 DK1734.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT397520(NAD 83)
 DK1734
 DK1734                          SUPERSEDED SURVEY CONTROL
 DK1734
 DK1734.No superseded survey control is available for this station.
 DK1734
 DK1734_MARKER: F = FLANGE-ENCASED ROD
 DK1734_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 - March 08, 2018
 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  HISTORY     - 20180308 GOOD             ARHD
 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.
 DK1734
 DK1734                          STATION RECOVERY (2018)
 DK1734
 DK1734'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (JDH)
 DK1734'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1573 ***********************************************************************
 FG1573  DESIGNATION -  L 293
 FG1573  PID         -  FG1573
 FG1573  STATE/COUNTY-  AR/POPE
 FG1573  COUNTRY     -  US
 FG1573  USGS QUAD   -  ATKINS (2017)
 FG1573
 FG1573                         *CURRENT SURVEY CONTROL
 FG1573  ______________________________________________________________________
 FG1573* NAD 83(1986) POSITION- 35 14 35.     (N) 092 58 17.     (W)   SCALED
 FG1573* NAVD 88 ORTHO HEIGHT -   134.016 (meters)      439.68  (feet) ADJUSTED
 FG1573  ______________________________________________________________________
 FG1573  GEOID HEIGHT    -        -28.875 (meters)                     GEOID18
 FG1573  DYNAMIC HEIGHT  -        133.889 (meters)      439.27  (feet) COMP
 FG1573  MODELED GRAVITY -    979,687.3   (mgal)                       NAVD 88
 FG1573
 FG1573  VERT ORDER      -  FIRST     CLASS II
 FG1573
 FG1573.The horizontal coordinates were scaled from a map and have
 FG1573.an estimated accuracy of +/- 6 seconds.
 FG1573
 FG1573.The orthometric height was determined by differential leveling and
 FG1573.adjusted by the NATIONAL GEODETIC SURVEY
 FG1573.in June 1991.
 FG1573
 FG1573.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1573.GEOID18 height accuracy estimate available here.
 FG1573
 FG1573.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU026999(NAD 83)
 FG1573
 FG1573                          SUPERSEDED SURVEY CONTROL
 FG1573
 FG1573.No superseded survey control is available for this station.
 FG1573
 FG1573_MARKER: I = METAL ROD
 FG1573_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1610 ***********************************************************************
 FG1610  DESIGNATION -  L 294
 FG1610  PID         -  FG1610
 FG1610  STATE/COUNTY-  AR/JOHNSON
 FG1610  COUNTRY     -  US
 FG1610  USGS QUAD   -  CLARKSVILLE (2017)
 FG1610
 FG1610                         *CURRENT SURVEY CONTROL
 FG1610  ______________________________________________________________________
 FG1610* NAD 83(1986) POSITION- 35 24 32.9    (N) 093 22 55.1    (W)   HD_HELD2
 FG1610* NAVD 88 ORTHO HEIGHT -   112.847 (meters)      370.23  (feet) ADJUSTED
 FG1610  ______________________________________________________________________
 FG1610  GEOID HEIGHT    -        -29.260 (meters)                     GEOID18
 FG1610  DYNAMIC HEIGHT  -        112.742 (meters)      369.89  (feet) COMP
 FG1610  MODELED GRAVITY -    979,703.6   (mgal)                       NAVD 88
 FG1610
 FG1610  VERT ORDER      -  FIRST     CLASS II
 FG1610
 FG1610.The horizontal coordinates were established by autonomous hand held GPS
 FG1610.observations and have an estimated accuracy of +/- 10 meters.
 FG1610
 FG1610.The orthometric height was determined by differential leveling and
 FG1610.adjusted by the NATIONAL GEODETIC SURVEY
 FG1610.in June 1991.
 FG1610
 FG1610.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1610.GEOID18 height accuracy estimate available here.
 FG1610
 FG1610.Click photographs - Photos may exist for this station.
 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     -   120,232.      274,485.      MT  (+/- 10 meters HH2 GPS)
 FG1610
 FG1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV6531818483(NAD 83)
 FG1610
 FG1610                          SUPERSEDED SURVEY CONTROL
 FG1610
 FG1610.No superseded survey control is available for this station.
 FG1610
 FG1610_MARKER: DV = VERTICAL CONTROL 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FG1610+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2015
 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  HISTORY     - 20150318 GOOD             ARHD
 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.
 FG1610
 FG1610                          STATION RECOVERY (2015)
 FG1610
 FG1610'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (WDA)
 FG1610'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FH0769 ***********************************************************************
 FH0769  DESIGNATION -  L 295
 FH0769  PID         -  FH0769
 FH0769  STATE/COUNTY-  AR/FRANKLIN
 FH0769  COUNTRY     -  US
 FH0769  USGS QUAD   -  MULBERRY (2017)
 FH0769
 FH0769                         *CURRENT SURVEY CONTROL
 FH0769  ______________________________________________________________________
 FH0769* NAD 83(1986) POSITION- 35 26 26.     (N) 094 01 53.     (W)   SCALED
 FH0769* NAVD 88 ORTHO HEIGHT -   247.250 (meters)      811.19  (feet) ADJUSTED
 FH0769  ______________________________________________________________________
 FH0769  GEOID HEIGHT    -        -29.491 (meters)                     GEOID18
 FH0769  DYNAMIC HEIGHT  -        247.021 (meters)      810.43  (feet) COMP
 FH0769  MODELED GRAVITY -    979,698.2   (mgal)                       NAVD 88
 FH0769
 FH0769  VERT ORDER      -  FIRST     CLASS II
 FH0769
 FH0769.The horizontal coordinates were scaled from a map and have
 FH0769.an estimated accuracy of +/- 6 seconds.
 FH0769
 FH0769.The orthometric height was determined by differential leveling and
 FH0769.adjusted by the NATIONAL GEODETIC SURVEY
 FH0769.in June 1991.
 FH0769
 FH0769.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0769.GEOID18 height accuracy estimate available here.
 FH0769
 FH0769.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV063223(NAD 83)
 FH0769
 FH0769                          SUPERSEDED SURVEY CONTROL
 FH0769
 FH0769.No superseded survey control is available for this station.
 FH0769
 FH0769_MARKER: DV = VERTICAL CONTROL DISK
 FH0769_SETTING: 66 = SET IN 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH0769+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2015
 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  HISTORY     - 20151006 GOOD             CONSOL
 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.
 FH0769
 FH0769                          STATION RECOVERY (2015)
 FH0769
 FH0769'RECOVERY NOTE BY CONSOLIDATED LAND SERVICE 2015
 FH0769'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1639 ***********************************************************************
 FG1639  DESIGNATION -  L 296
 FG1639  PID         -  FG1639
 FG1639  STATE/COUNTY-  AR/FRANKLIN
 FG1639  COUNTRY     -  US
 FG1639  USGS QUAD   -  OZARK (2017)
 FG1639
 FG1639                         *CURRENT SURVEY CONTROL
 FG1639  ______________________________________________________________________
 FG1639* NAD 83(1986) POSITION- 35 28 35.     (N) 093 47 16.     (W)   SCALED
 FG1639* NAVD 88 ORTHO HEIGHT -   169.034 (meters)      554.57  (feet) ADJUSTED
 FG1639  ______________________________________________________________________
 FG1639  GEOID HEIGHT    -        -29.248 (meters)                     GEOID18
 FG1639  DYNAMIC HEIGHT  -        168.878 (meters)      554.06  (feet) COMP
 FG1639  MODELED GRAVITY -    979,706.9   (mgal)                       NAVD 88
 FG1639
 FG1639  VERT ORDER      -  FIRST     CLASS II
 FG1639
 FG1639.The horizontal coordinates were scaled from a map and have
 FG1639.an estimated accuracy of +/- 6 seconds.
 FG1639
 FG1639.The orthometric height was determined by differential leveling and
 FG1639.adjusted by the NATIONAL GEODETIC SURVEY
 FG1639.in June 1991.
 FG1639
 FG1639.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1639.GEOID18 height accuracy estimate available here.
 FG1639
 FG1639.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV285261(NAD 83)
 FG1639
 FG1639                          SUPERSEDED SURVEY CONTROL
 FG1639
 FG1639.No superseded survey control is available for this station.
 FG1639
 FG1639_MARKER: I = METAL ROD
 FG1639_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FG1639+WITH SETTING: INFORMATION.
 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 = MARCH 20, 2026 22:17:28 EDT
 FH0793 ***********************************************************************
 FH0793  DESIGNATION -  L 297
 FH0793  PID         -  FH0793
 FH0793  STATE/COUNTY-  AR/SEBASTIAN
 FH0793  COUNTRY     -  US
 FH0793  USGS QUAD   -  BARLING (2017)
 FH0793
 FH0793                         *CURRENT SURVEY CONTROL
 FH0793  ______________________________________________________________________
 FH0793* NAD 83(1986) POSITION- 35 18 58.     (N) 094 16 17.     (W)   SCALED
 FH0793* NAVD 88 ORTHO HEIGHT -   121.894 (meters)      399.91  (feet) ADJUSTED
 FH0793  ______________________________________________________________________
 FH0793  GEOID HEIGHT    -        -30.191 (meters)                     GEOID18
 FH0793  DYNAMIC HEIGHT  -        121.778 (meters)      399.53  (feet) COMP
 FH0793  MODELED GRAVITY -    979,686.2   (mgal)                       NAVD 88
 FH0793
 FH0793  VERT ORDER      -  FIRST     CLASS II
 FH0793
 FH0793.The horizontal coordinates were scaled from a map and have
 FH0793.an estimated accuracy of +/- 6 seconds.
 FH0793
 FH0793.The orthometric height was determined by differential leveling and
 FH0793.adjusted by the NATIONAL GEODETIC SURVEY
 FH0793.in June 1991.
 FH0793
 FH0793.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0793.GEOID18 height accuracy estimate available here.
 FH0793
 FH0793.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV844088(NAD 83)
 FH0793
 FH0793                          SUPERSEDED SURVEY CONTROL
 FH0793
 FH0793.No superseded survey control is available for this station.
 FH0793
 FH0793_MARKER: DV = VERTICAL CONTROL 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH0793+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2007
 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  HISTORY     - 20070427 GOOD             PB
 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.
 FH0793
 FH0793                          STATION RECOVERY (2007)
 FH0793
 FH0793'RECOVERY NOTE BY PBS&J 2007
 FH0793'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FH0816 ***********************************************************************
 FH0816  DESIGNATION -  L 298
 FH0816  PID         -  FH0816
 FH0816  STATE/COUNTY-  AR/SEBASTIAN
 FH0816  COUNTRY     -  US
 FH0816  USGS QUAD   -  BARLING (2017)
 FH0816
 FH0816                         *CURRENT SURVEY CONTROL
 FH0816  ______________________________________________________________________
 FH0816* NAD 83(1986) POSITION- 35 15 19.     (N) 094 21 18.     (W)   SCALED
 FH0816* NAVD 88 ORTHO HEIGHT -   151.318 (meters)      496.45  (feet) ADJUSTED
 FH0816  ______________________________________________________________________
 FH0816  GEOID HEIGHT    -        -30.483 (meters)                     GEOID18
 FH0816  DYNAMIC HEIGHT  -        151.172 (meters)      495.97  (feet) COMP
 FH0816  MODELED GRAVITY -    979,668.2   (mgal)                       NAVD 88
 FH0816
 FH0816  VERT ORDER      -  FIRST     CLASS II
 FH0816
 FH0816.The horizontal coordinates were scaled from a map and have
 FH0816.an estimated accuracy of +/- 6 seconds.
 FH0816
 FH0816.The orthometric height was determined by differential leveling and
 FH0816.adjusted by the NATIONAL GEODETIC SURVEY
 FH0816.in June 1991.
 FH0816
 FH0816.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0816.GEOID18 height accuracy estimate available here.
 FH0816
 FH0816.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV767021(NAD 83)
 FH0816
 FH0816                          SUPERSEDED SURVEY CONTROL
 FH0816
 FH0816.No superseded survey control is available for this station.
 FH0816
 FH0816_MARKER: I = METAL ROD
 FH0816_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH0816+WITH SETTING: INFORMATION.
 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 = MARCH 20, 2026 22:17:28 EDT
 EK0673 ***********************************************************************
 EK0673  DESIGNATION -  L 299
 EK0673  PID         -  EK0673
 EK0673  STATE/COUNTY-  AR/SCOTT
 EK0673  COUNTRY     -  US
 EK0673  USGS QUAD   -  WALDRON (2017)
 EK0673
 EK0673                         *CURRENT SURVEY CONTROL
 EK0673  ______________________________________________________________________
 EK0673* NAD 83(1986) POSITION- 34 59 45.0    (N) 094 06 17.8    (W)   HD_HELD2
 EK0673* NAVD 88 ORTHO HEIGHT -   183.677 (meters)      602.61  (feet) ADJUSTED
 EK0673  ______________________________________________________________________
 EK0673  GEOID HEIGHT    -        -30.639 (meters)                     GEOID18
 EK0673  DYNAMIC HEIGHT  -        183.493 (meters)      602.01  (feet) COMP
 EK0673  MODELED GRAVITY -    979,626.1   (mgal)                       NAVD 88
 EK0673
 EK0673  VERT ORDER      -  FIRST     CLASS II
 EK0673
 EK0673.The horizontal coordinates were established by autonomous hand held GPS
 EK0673.observations and have an estimated accuracy of +/- 10 meters.
 EK0673
 EK0673.The orthometric height was determined by differential leveling and
 EK0673.adjusted by the NATIONAL GEODETIC SURVEY
 EK0673.in June 1991.
 EK0673
 EK0673.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0673.GEOID18 height accuracy estimate available here.
 EK0673
 EK0673.Click photographs - Photos may exist for this station.
 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     -    75,553.      207,851.      MT  (+/- 10 meters HH2 GPS)
 EK0673
 EK0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU9916473138(NAD 83)
 EK0673
 EK0673                          SUPERSEDED SURVEY CONTROL
 EK0673
 EK0673.No superseded survey control is available for this station.
 EK0673
 EK0673_MARKER: DV = VERTICAL CONTROL DISK
 EK0673_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0735 ***********************************************************************
 FF0735  DESIGNATION -  L 3
 FF0735  PID         -  FF0735
 FF0735  STATE/COUNTY-  AR/CRAIGHEAD
 FF0735  COUNTRY     -  US
 FF0735  USGS QUAD   -  JONESBORO (2017)
 FF0735
 FF0735                         *CURRENT SURVEY CONTROL
 FF0735  ______________________________________________________________________
 FF0735* NAD 83(1986) POSITION- 35 50 35.     (N) 090 41 49.     (W)   SCALED
 FF0735* NAVD 88 ORTHO HEIGHT -    93.401 (meters)      306.43  (feet) ADJUSTED
 FF0735  ______________________________________________________________________
 FF0735  GEOID HEIGHT    -        -27.824 (meters)                     GEOID18
 FF0735  DYNAMIC HEIGHT  -         93.321 (meters)      306.17  (feet) COMP
 FF0735  MODELED GRAVITY -    979,780.8   (mgal)                       NAVD 88
 FF0735
 FF0735  VERT ORDER      -  SECOND    CLASS I
 FF0735
 FF0735.The horizontal coordinates were scaled from a map and have
 FF0735.an estimated accuracy of +/- 6 seconds.
 FF0735
 FF0735.The orthometric height was determined by differential leveling and
 FF0735.adjusted by the NATIONAL GEODETIC SURVEY
 FF0735.in January 2022.
 FF0735
 FF0735.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0735.GEOID18 height accuracy estimate available here.
 FF0735
 FF0735.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV079689(NAD 83)
 FF0735
 FF0735                          SUPERSEDED SURVEY CONTROL
 FF0735
 FF0735  NAVD 88 (02/07/13)   93.408  (m)          306.46   (f) SUPERSEDED  1 2
 FF0735  NAVD 88 (06/15/91)   93.401  (m)          306.43   (f) SUPERSEDED  1 2
 FF0735  NGVD 29 (10/05/93)   93.318  (m)          306.16   (f) ADJUSTED    1 2
 FF0735  NGVD 29 (??/??/87)   93.312  (m)          306.14   (f) SUPERSEDED  1 2
 FF0735
 FF0735.Superseded values are not recommended for survey control.
 FF0735
 FF0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0735.See file dsdata.pdf to determine how the superseded data were derived.
 FF0735
 FF0735_MARKER: DB = BENCH MARK DISK
 FF0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0735_STAMPING: L 3 1928 306.141
 FF0735_MARK LOGO: CGS
 FF0735_PROJECTION: FLUSH
 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 - March 25, 2011
 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  HISTORY     - 20110325 GOOD             ASSOEN
 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.
 FF0735
 FF0735                          STATION RECOVERY (2011)
 FF0735
 FF0735'RECOVERY NOTE BY ASSOCIATED ENGINEERING 2011 (MPM)
 FF0735'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0993 ***********************************************************************
 FG0993  DESIGNATION -  L 30
 FG0993  PID         -  FG0993
 FG0993  STATE/COUNTY-  AR/JOHNSON
 FG0993  COUNTRY     -  US
 FG0993  USGS QUAD   -  CLARKSVILLE (2017)
 FG0993
 FG0993                         *CURRENT SURVEY CONTROL
 FG0993  ______________________________________________________________________
 FG0993* NAD 83(1986) POSITION- 35 28 15.96   (N) 093 27 54.81   (W)   HD_HELD1
 FG0993* NAVD 88 ORTHO HEIGHT -   112.935 (meters)      370.52  (feet) ADJUSTED
 FG0993  ______________________________________________________________________
 FG0993  GEOID HEIGHT    -        -29.119 (meters)                     GEOID18
 FG0993  DYNAMIC HEIGHT  -        112.831 (meters)      370.18  (feet) COMP
 FG0993  MODELED GRAVITY -    979,712.8   (mgal)                       NAVD 88
 FG0993
 FG0993  VERT ORDER      -  FIRST     CLASS II
 FG0993
 FG0993.The horizontal coordinates were determined by differentially corrected
 FG0993.hand held GPS observations or other comparable positioning techniques
 FG0993.and have an estimated accuracy of +/- 3 meters.
 FG0993
 FG0993.The orthometric height was determined by differential leveling and
 FG0993.adjusted by the NATIONAL GEODETIC SURVEY
 FG0993.in June 1991.
 FG0993
 FG0993.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0993.GEOID18 height accuracy estimate available here.
 FG0993
 FG0993.Click photographs - Photos may exist for this station.
 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     -   127,214.7     267,026.6     MT  (+/- 3 meters HH1 GPS) 
 FG0993
 FG0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV5779225387(NAD 83)
 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
 FG0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0993.See file dsdata.pdf to determine how the superseded data were derived.
 FG0993
 FG0993_MARKER: DB = BENCH MARK DISK
 FG0993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0993_STAMPING: 370.455 L 30 1932
 FG0993_MARK LOGO: CGS
 FG0993_PROJECTION: FLUSH
 FG0993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0993+STABILITY: SURFACE MOTION
 FG0993_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG0993+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2010
 FG0993
 FG0993  HISTORY     - Date     Condition        Report By
 FG0993  HISTORY     - 1932     MONUMENTED       CGS
 FG0993  HISTORY     - 1935     GOOD             CGS
 FG0993  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG0993  HISTORY     - 20080420 GOOD             GEOCAC
 FG0993  HISTORY     - 20100118 GOOD             GEOCAC
 FG0993
 FG0993                          STATION DESCRIPTION
 FG0993
 FG0993'DESCRIBED BY COAST AND 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.
 FG0993
 FG0993                          STATION RECOVERY (2008)
 FG0993
 FG0993'RECOVERY NOTE BY GEOCACHING 2008 (CA)
 FG0993'RECOVERED IN GOOD CONDITION.
 FG0993
 FG0993                          STATION RECOVERY (2010)
 FG0993
 FG0993'RECOVERY NOTE BY GEOCACHING 2010 (JA)
 FG0993'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EK0700 ***********************************************************************
 EK0700  DESIGNATION -  L 300
 EK0700  PID         -  EK0700
 EK0700  STATE/COUNTY-  AR/POLK
 EK0700  COUNTRY     -  US
 EK0700  USGS QUAD   -  ACORN (2017)
 EK0700
 EK0700                         *CURRENT SURVEY CONTROL
 EK0700  ______________________________________________________________________
 EK0700* NAD 83(1986) POSITION- 34 41 13.     (N) 094 11 43.     (W)   SCALED
 EK0700* NAVD 88 ORTHO HEIGHT -   393.476 (meters)     1290.93  (feet) ADJUSTED
 EK0700  ______________________________________________________________________
 EK0700  GEOID HEIGHT    -        -30.398 (meters)                     GEOID18
 EK0700  DYNAMIC HEIGHT  -        393.047 (meters)     1289.52  (feet) COMP
 EK0700  MODELED GRAVITY -    979,535.0   (mgal)                       NAVD 88
 EK0700
 EK0700  VERT ORDER      -  FIRST     CLASS II
 EK0700
 EK0700.The horizontal coordinates were scaled from a map and have
 EK0700.an estimated accuracy of +/- 6 seconds.
 EK0700
 EK0700.The orthometric height was determined by differential leveling and
 EK0700.adjusted by the NATIONAL GEODETIC SURVEY
 EK0700.in June 1991.
 EK0700
 EK0700.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0700.GEOID18 height accuracy estimate available here.
 EK0700
 EK0700.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU905389(NAD 83)
 EK0700
 EK0700                          SUPERSEDED SURVEY CONTROL
 EK0700
 EK0700.No superseded survey control is available for this station.
 EK0700
 EK0700_MARKER: DV = VERTICAL CONTROL DISK
 EK0700_SETTING: 66 = SET IN 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EK0700+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2019
 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  HISTORY     - 20070621 GOOD             ARHD
 EK0700  HISTORY     - 20080703 GOOD             GEOCAC
 EK0700  HISTORY     - 20190515 GOOD             ARHD
 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.
 EK0700
 EK0700                          STATION RECOVERY (2007)
 EK0700
 EK0700'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2007 (WDA)
 EK0700'RECOVERED IN GOOD CONDITION.
 EK0700
 EK0700                          STATION RECOVERY (2008)
 EK0700
 EK0700'RECOVERY NOTE BY GEOCACHING 2008 (CA)
 EK0700'RECOVERED IN GOOD CONDITION.
 EK0700
 EK0700                          STATION RECOVERY (2019)
 EK0700
 EK0700'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2019 (BAB)
 EK0700'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EK0727 ***********************************************************************
 EK0727  DESIGNATION -  L 301
 EK0727  PID         -  EK0727
 EK0727  STATE/COUNTY-  AR/POLK
 EK0727  COUNTRY     -  US
 EK0727  USGS QUAD   -  COVE (2017)
 EK0727
 EK0727                         *CURRENT SURVEY CONTROL
 EK0727  ______________________________________________________________________
 EK0727* NAD 83(1986) POSITION- 34 26 16.     (N) 094 24 41.     (W)   SCALED
 EK0727* NAVD 88 ORTHO HEIGHT -   331.681 (meters)     1088.19  (feet) ADJUSTED
 EK0727  ______________________________________________________________________
 EK0727  GEOID HEIGHT    -        -29.943 (meters)                     GEOID18
 EK0727  DYNAMIC HEIGHT  -        331.323 (meters)     1087.02  (feet) COMP
 EK0727  MODELED GRAVITY -    979,548.1   (mgal)                       NAVD 88
 EK0727
 EK0727  VERT ORDER      -  FIRST     CLASS II
 EK0727
 EK0727.The horizontal coordinates were scaled from a map and have
 EK0727.an estimated accuracy of +/- 6 seconds.
 EK0727
 EK0727.The orthometric height was determined by differential leveling and
 EK0727.adjusted by the NATIONAL GEODETIC SURVEY
 EK0727.in June 1991.
 EK0727
 EK0727.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0727.GEOID18 height accuracy estimate available here.
 EK0727
 EK0727.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU703116(NAD 83)
 EK0727
 EK0727                          SUPERSEDED SURVEY CONTROL
 EK0727
 EK0727.No superseded survey control is available for this station.
 EK0727
 EK0727_MARKER: DV = VERTICAL CONTROL DISK
 EK0727_SETTING: 66 = SET IN 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 = MARCH 20, 2026 22:17:28 EDT
 EK0755 ***********************************************************************
 EK0755  DESIGNATION -  L 302
 EK0755  PID         -  EK0755
 EK0755  STATE/COUNTY-  AR/SEVIER
 EK0755  COUNTRY     -  US
 EK0755  USGS QUAD   -  GILLHAM (2017)
 EK0755
 EK0755                         *CURRENT SURVEY CONTROL
 EK0755  ______________________________________________________________________
 EK0755* NAD 83(1986) POSITION- 34 08 52.     (N) 094 18 54.     (W)   SCALED
 EK0755* NAVD 88 ORTHO HEIGHT -   185.623 (meters)      609.00  (feet) ADJUSTED
 EK0755  ______________________________________________________________________
 EK0755  GEOID HEIGHT    -        -28.174 (meters)                     GEOID18
 EK0755  DYNAMIC HEIGHT  -        185.434 (meters)      608.38  (feet) COMP
 EK0755  MODELED GRAVITY -    979,613.1   (mgal)                       NAVD 88
 EK0755
 EK0755  VERT ORDER      -  FIRST     CLASS II
 EK0755
 EK0755.The horizontal coordinates were scaled from a map and have
 EK0755.an estimated accuracy of +/- 6 seconds.
 EK0755
 EK0755.The orthometric height was determined by differential leveling and
 EK0755.adjusted by the NATIONAL GEODETIC SURVEY
 EK0755.in June 1991.
 EK0755
 EK0755.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0755.GEOID18 height accuracy estimate available here.
 EK0755
 EK0755.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT787793(NAD 83)
 EK0755
 EK0755                          SUPERSEDED SURVEY CONTROL
 EK0755
 EK0755.No superseded survey control is available for this station.
 EK0755
 EK0755_MARKER: I = METAL ROD
 EK0755_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 DM1062 ***********************************************************************
 DM1062  DESIGNATION -  L 303
 DM1062  PID         -  DM1062
 DM1062  STATE/COUNTY-  AR/LITTLE RIVER
 DM1062  COUNTRY     -  US
 DM1062  USGS QUAD   -  ARKINDA (2017)
 DM1062
 DM1062                         *CURRENT SURVEY CONTROL
 DM1062  ______________________________________________________________________
 DM1062* NAD 83(1986) POSITION- 33 51 16.     (N) 094 25 17.     (W)   SCALED
 DM1062* NAVD 88 ORTHO HEIGHT -   103.917 (meters)      340.93  (feet) ADJUSTED
 DM1062  ______________________________________________________________________
 DM1062  GEOID HEIGHT    -        -27.404 (meters)                     GEOID18
 DM1062  DYNAMIC HEIGHT  -        103.811 (meters)      340.59  (feet) COMP
 DM1062  MODELED GRAVITY -    979,610.9   (mgal)                       NAVD 88
 DM1062
 DM1062  VERT ORDER      -  FIRST     CLASS II
 DM1062
 DM1062.The horizontal coordinates were scaled from a map and have
 DM1062.an estimated accuracy of +/- 6 seconds.
 DM1062
 DM1062.The orthometric height was determined by differential leveling and
 DM1062.adjusted by the NATIONAL GEODETIC SURVEY
 DM1062.in June 1991.
 DM1062
 DM1062.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1062.GEOID18 height accuracy estimate available here.
 DM1062
 DM1062.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT685469(NAD 83)
 DM1062
 DM1062                          SUPERSEDED SURVEY CONTROL
 DM1062
 DM1062.No superseded survey control is available for this station.
 DM1062
 DM1062_MARKER: DV = VERTICAL CONTROL DISK
 DM1062_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DM1062_SP_SET: BOX CULVERT HEADWALL
 DM1062_STAMPING: L 303 1985
 DM1062_MARK LOGO: NGS
 DM1062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1062+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2622 ***********************************************************************
 EH2622  DESIGNATION -  L 305
 EH2622  PID         -  EH2622
 EH2622  STATE/COUNTY-  AR/DESHA
 EH2622  COUNTRY     -  US
 EH2622  USGS QUAD   -  LACONIA (2017)
 EH2622
 EH2622                         *CURRENT SURVEY CONTROL
 EH2622  ______________________________________________________________________
 EH2622* NAD 83(1997) POSITION- 34 06 29.73193(N) 090 57 25.01565(W)   ADJUSTED
 EH2622* NAD 83(1997) ELLIP HT-    30.536 (meters)        (09/14/99)   ADJUSTED
 EH2622* NAVD 88 ORTHO HEIGHT -    56.885 (meters)      186.63  (feet) ADJUSTED
 EH2622  ______________________________________________________________________
 EH2622  GEOID HEIGHT    -        -26.595 (meters)                     GEOID18
 EH2622  NAD 83(1997) X  -    -88,291.516 (meters)                     COMP
 EH2622  NAD 83(1997) Y  - -5,285,821.848 (meters)                     COMP
 EH2622  NAD 83(1997) Z  -  3,556,412.783 (meters)                     COMP
 EH2622  LAPLACE CORR    -         -0.68  (seconds)                    DEFLEC18
 EH2622  DYNAMIC HEIGHT  -         56.828 (meters)      186.44  (feet) COMP
 EH2622  MODELED GRAVITY -    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 and
 EH2622.adjusted by the NATIONAL GEODETIC SURVEY
 EH2622.in June 1991.
 EH2622
 EH2622.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2622.GEOID18 height accuracy estimate available here.
 EH2622
 EH2622.Click photographs - Photos may exist for this station.
 EH2622
 EH2622.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH2622
 EH2622.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2622
 EH2622.The ellipsoidal height was determined by GPS observations
 EH2622.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT8844676044(NAD 83)
 EH2622
 EH2622                          SUPERSEDED SURVEY CONTROL
 EH2622
 EH2622  NAD 83(1993)-  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              56.94   (m)          186.8    (f) LEVELING    3  
 EH2622  NGVD 29 (11/26/84)   56.941  (m)          186.81   (f) ADJUSTED    1 2
 EH2622
 EH2622.Superseded values are not recommended for survey control.
 EH2622
 EH2622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2622.See file dsdata.pdf to determine how the superseded data were derived.
 EH2622
 EH2622_MARKER: I = METAL ROD
 EH2622_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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             USACE
 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 ARMY CORPS OF ENGINEERS 2000 (JMH)
 EH2622'RECOVERED IN GOOD CONDITION.  STAMPING IS ON COLLAR.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL1243 ***********************************************************************
 DL1243  DESIGNATION -  L 307
 DL1243  PID         -  DL1243
 DL1243  STATE/COUNTY-  AR/MILLER
 DL1243  COUNTRY     -  US
 DL1243  USGS QUAD   -  MANDEVILLE (2017)
 DL1243
 DL1243                         *CURRENT SURVEY CONTROL
 DL1243  ______________________________________________________________________
 DL1243* NAD 83(1986) POSITION- 33 25 45.     (N) 093 55 36.     (W)   SCALED
 DL1243* NAVD 88 ORTHO HEIGHT -   107.712 (meters)      353.39  (feet) ADJUSTED
 DL1243  ______________________________________________________________________
 DL1243  GEOID HEIGHT    -        -26.896 (meters)                     GEOID18
 DL1243  DYNAMIC HEIGHT  -        107.597 (meters)      353.01  (feet) COMP
 DL1243  MODELED GRAVITY -    979,568.6   (mgal)                       NAVD 88
 DL1243
 DL1243  VERT ORDER      -  FIRST     CLASS II
 DL1243
 DL1243.The horizontal coordinates were scaled from a map and have
 DL1243.an estimated accuracy of +/- 6 seconds.
 DL1243
 DL1243.The orthometric height was determined by differential leveling and
 DL1243.adjusted by the NATIONAL GEODETIC SURVEY
 DL1243.in June 1991.
 DL1243
 DL1243.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1243.GEOID18 height accuracy estimate available here.
 DL1243
 DL1243.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS138992(NAD 83)
 DL1243
 DL1243                          SUPERSEDED SURVEY CONTROL
 DL1243
 DL1243.No superseded survey control is available for this station.
 DL1243
 DL1243_MARKER: I = METAL ROD
 DL1243_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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  HISTORY     - 20250402 MARK NOT FOUND   ARHD
 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.
 DL1243
 DL1243                          STATION RECOVERY (2025)
 DL1243
 DL1243'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2025 (JH)
 DL1243'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GE1275 ***********************************************************************
 GE1275  DESIGNATION -  L 308
 GE1275  PID         -  GE1275
 GE1275  STATE/COUNTY-  AR/FULTON
 GE1275  COUNTRY     -  US
 GE1275  USGS QUAD   -  MAMMOTH SPRING (2017)
 GE1275
 GE1275                         *CURRENT SURVEY CONTROL
 GE1275  ______________________________________________________________________
 GE1275* NAD 83(1986) POSITION- 36 29 36.1    (N) 091 32 09.0    (W)   HD_HELD2
 GE1275* NAVD 88 ORTHO HEIGHT -   158.179 (meters)      518.96  (feet) ADJUSTED
 GE1275  ______________________________________________________________________
 GE1275  GEOID HEIGHT    -        -28.546 (meters)                     GEOID18
 GE1275  DYNAMIC HEIGHT  -        158.050 (meters)      518.54  (feet) COMP
 GE1275  MODELED GRAVITY -    979,809.3   (mgal)                       NAVD 88
 GE1275
 GE1275  VERT ORDER      -  FIRST     CLASS II
 GE1275
 GE1275.The horizontal coordinates were established by autonomous hand held GPS
 GE1275.observations and have an estimated accuracy of +/- 10 meters.
 GE1275
 GE1275.The orthometric height was determined by differential leveling and
 GE1275.adjusted by the NATIONAL GEODETIC SURVEY
 GE1275.in January 1995.
 GE1275
 GE1275.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE1275.GEOID18 height accuracy estimate available here.
 GE1275
 GE1275.Click photographs - Photos may exist for this station.
 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     -   239,749.      441,591.      MT  (+/- 10 meters HH2 GPS)
 GE1275
 GE1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA3113939668(NAD 83)
 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
 GE1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1275.See file dsdata.pdf to determine how the superseded data were derived.
 GE1275
 GE1275_MARKER: DV = VERTICAL CONTROL DISK
 GE1275_SETTING: 66 = SET IN ROCK OUTCROP
 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 - August 10, 2010
 GE1275
 GE1275  HISTORY     - Date     Condition        Report By
 GE1275  HISTORY     - 1990     MONUMENTED       NGS
 GE1275  HISTORY     - 20100810 GOOD             ARHD
 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.
 GE1275
 GE1275                          STATION RECOVERY (2010)
 GE1275
 GE1275'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2010 (NVL)
 GE1275'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GG0917 ***********************************************************************
 GG0917  DESIGNATION -  L 309
 GG0917  PID         -  GG0917
 GG0917  STATE/COUNTY-  AR/BENTON
 GG0917  COUNTRY     -  US
 GG0917  USGS QUAD   -  BENTONVILLE SOUTH (2017)
 GG0917
 GG0917                         *CURRENT SURVEY CONTROL
 GG0917  ______________________________________________________________________
 GG0917* NAD 83(2011) POSITION- 36 17 23.31639(N) 094 07 37.76262(W)   ADJUSTED
 GG0917* NAD 83(2011) ELLIP HT-   375.891 (meters)        (11/15/19)   ADJUSTED
 GG0917* NAD 83(2011) EPOCH   -  2010.00
 GG0917* NAVD 88 ORTHO HEIGHT -   404.031 (meters)     1325.56  (feet) ADJUSTED
 GG0917  ______________________________________________________________________
 GG0917  GEOID HEIGHT    -        -28.128 (meters)                     GEOID18
 GG0917  NAD 83(2011) X  -   -370,454.616 (meters)                     COMP
 GG0917  NAD 83(2011) Y  - -5,133,985.998 (meters)                     COMP
 GG0917  NAD 83(2011) Z  -  3,754,382.461 (meters)                     COMP
 GG0917  LAPLACE CORR    -          0.17  (seconds)                    DEFLEC18
 GG0917  DYNAMIC HEIGHT  -        403.673 (meters)     1324.38  (feet) COMP
 GG0917  MODELED GRAVITY -    979,733.4   (mgal)                       NAVD 88
 GG0917
 GG0917  VERT ORDER      -  FIRST     CLASS II
 GG0917
 GG0917  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GG0917  Standards:
 GG0917         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GG0917            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GG0917  -------------------------------------------------------------------
 GG0917  NETWORK    0.55   2.10           0.25   0.19   1.07     -0.04521084
 GG0917  -------------------------------------------------------------------
 GG0917  Click here for local accuracies and other accuracy information.
 GG0917
 GG0917.The horizontal coordinates were established by GPS observations
 GG0917.and adjusted by the CEI ENGINEERING ASSOC in November 2019.
 GG0917
 GG0917.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GG0917.been affixed to the stable North American tectonic plate. See 
 GG0917.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GG0917
 GG0917.The horizontal coordinates are valid at the epoch date displayed above
 GG0917.which is a decimal equivalence of Year/Month/Day.
 GG0917
 GG0917.The orthometric height was determined by differential leveling and
 GG0917.adjusted by the NATIONAL GEODETIC SURVEY
 GG0917.in June 1991.
 GG0917
 GG0917.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0917.GEOID18 height accuracy estimate available here.
 GG0917
 GG0917.Click photographs - Photos may exist for this station.
 GG0917
 GG0917.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GG0917
 GG0917.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0917
 GG0917.The ellipsoidal height was determined by GPS observations
 GG0917.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 GG0917
 GG0917;                    North         East     Units Scale Factor Converg.
 GG0917;SPC AR N     -   219,126.945   208,924.571   MT  1.00001165   -1 14 16.0
 GG0917;SPC AR N     -   718,918.99    685,446.70   sFT  1.00001165   -1 14 16.0
 GG0917;UTM  15      - 4,016,682.719   398,783.104   MT  0.99972623   -0 40 01.9
 GG0917
 GG0917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0917!SPC AR N     -   0.99994101  x   1.00001165  =   0.99995266
 GG0917!UTM  15      -   0.99994101  x   0.99972623  =   0.99966726
 GG0917
 GG0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA9878316682(NAD 83)
 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
 GG0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0917.See file dsdata.pdf to determine how the superseded data were derived.
 GG0917
 GG0917_MARKER: I = METAL ROD
 GG0917_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GG0917+WITH SETTING: INFORMATION.
 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 SUITABLE FOR
 GG0917+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2019
 GG0917
 GG0917  HISTORY     - Date     Condition        Report By
 GG0917  HISTORY     - 1989     MONUMENTED       NGS
 GG0917  HISTORY     - 20120207 GOOD             ARHD
 GG0917  HISTORY     - 20170327 GOOD             ARHD
 GG0917  HISTORY     - 20190702 GOOD             CEI
 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.
 GG0917
 GG0917                          STATION RECOVERY (2012)
 GG0917
 GG0917'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (KWS)
 GG0917'RECOVERED IN GOOD CONDITION.
 GG0917
 GG0917                          STATION RECOVERY (2017)
 GG0917
 GG0917'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2017 (JDH)
 GG0917'RECOVERED IN GOOD CONDITION.
 GG0917
 GG0917                          STATION RECOVERY (2019)
 GG0917
 GG0917'RECOVERY NOTE BY CEI ENGINEERING ASSOC 2019 (JKB)
 GG0917'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GG0211 ***********************************************************************
 GG0211  DESIGNATION -  L 31
 GG0211  PID         -  GG0211
 GG0211  STATE/COUNTY-  AR/BENTON
 GG0211  COUNTRY     -  US
 GG0211  USGS QUAD   -  SILOAM SPRINGS (2017)
 GG0211
 GG0211                         *CURRENT SURVEY CONTROL
 GG0211  ______________________________________________________________________
 GG0211* NAD 83(1986) POSITION- 36 13 01.     (N) 094 30 48.     (W)   SCALED
 GG0211* NAVD 88 ORTHO HEIGHT -   360.911 (meters)     1184.09  (feet) ADJUSTED
 GG0211  ______________________________________________________________________
 GG0211  GEOID HEIGHT    -        -28.347 (meters)                     GEOID18
 GG0211  DYNAMIC HEIGHT  -        360.595 (meters)     1183.05  (feet) COMP
 GG0211  MODELED GRAVITY -    979,744.4   (mgal)                       NAVD 88
 GG0211
 GG0211  VERT ORDER      -  SECOND    CLASS 0
 GG0211
 GG0211.The horizontal coordinates were scaled from a map and have
 GG0211.an estimated accuracy of +/- 6 seconds.
 GG0211
 GG0211.The orthometric height was determined by differential leveling and
 GG0211.adjusted by the NATIONAL GEODETIC SURVEY
 GG0211.in June 1991.
 GG0211
 GG0211.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0211.GEOID18 height accuracy estimate available here.
 GG0211
 GG0211.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA639090(NAD 83)
 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
 GG0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0211.See file dsdata.pdf to determine how the superseded data were derived.
 GG0211
 GG0211_MARKER: DB = BENCH MARK DISK
 GG0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0211_STAMPING: L 31 1934
 GG0211_MARK LOGO: CGS
 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             CGS
 GG0211  HISTORY     - 1987     GOOD             USPSQD
 GG0211  HISTORY     - 1988     GOOD             USPSQD
 GG0211  HISTORY     - 20100414 MARK NOT FOUND   AR-007
 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 COAST AND 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.
 GG0211
 GG0211                          STATION RECOVERY (2010)
 GG0211
 GG0211'RECOVERY NOTE BY BENTON COUNTY ARKANSAS 2010 (GT)
 GG0211'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GG0905 ***********************************************************************
 GG0905  DESIGNATION -  L 310
 GG0905  PID         -  GG0905
 GG0905  STATE/COUNTY-  AR/WASHINGTON
 GG0905  COUNTRY     -  US
 GG0905  USGS QUAD   -  FAYETTEVILLE (2017)
 GG0905
 GG0905                         *CURRENT SURVEY CONTROL
 GG0905  ______________________________________________________________________
 GG0905* NAD 83(1986) POSITION- 36 06 09.     (N) 094 09 51.     (W)   SCALED
 GG0905* NAVD 88 ORTHO HEIGHT -   373.051 (meters)     1223.92  (feet) ADJUSTED
 GG0905  ______________________________________________________________________
 GG0905  GEOID HEIGHT    -        -28.078 (meters)                     GEOID18
 GG0905  DYNAMIC HEIGHT  -        372.716 (meters)     1222.82  (feet) COMP
 GG0905  MODELED GRAVITY -    979,724.0   (mgal)                       NAVD 88
 GG0905
 GG0905  VERT ORDER      -  FIRST     CLASS II
 GG0905
 GG0905.The horizontal coordinates were scaled from a map and have
 GG0905.an estimated accuracy of +/- 6 seconds.
 GG0905
 GG0905.The orthometric height was determined by differential leveling and
 GG0905.adjusted by the NATIONAL GEODETIC SURVEY
 GG0905.in June 1991.
 GG0905
 GG0905.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0905.GEOID18 height accuracy estimate available here.
 GG0905
 GG0905.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV952959(NAD 83)
 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
 GG0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0905.See file dsdata.pdf to determine how the superseded data were derived.
 GG0905
 GG0905_MARKER: F = FLANGE-ENCASED ROD
 GG0905_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GG0905_STAMPING: L 310 1989
 GG0905_MARK LOGO: NGS
 GG0905_PROJECTION: FLUSH
 GG0905_MAGNETIC: N = NO MAGNETIC MATERIAL
 GG0905_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0905_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0905+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2012
 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  HISTORY     - 20110823 GOOD             NGS
 GG0905  HISTORY     - 20120131 GOOD             ARHD
 GG0905  HISTORY     - 20150319 GOOD             INDIV
 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 DEPARTMENT OF TRANSPORTATION 2005 (VJB)
 GG0905'RECOVERED IN GOOD CONDITION.
 GG0905
 GG0905                          STATION RECOVERY (2011)
 GG0905
 GG0905'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2011 (JBW)
 GG0905'RECOVERED IN GOOD CONDITION.
 GG0905
 GG0905                          STATION RECOVERY (2012)
 GG0905
 GG0905'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (JDH)
 GG0905'RECOVERED AS DESCRIBED.
 GG0905
 GG0905                          STATION RECOVERY (2015)
 GG0905
 GG0905'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (JAP)
 GG0905'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FH1205 ***********************************************************************
 FH1205  DESIGNATION -  L 311
 FH1205  PID         -  FH1205
 FH1205  STATE/COUNTY-  AR/CRAWFORD
 FH1205  COUNTRY     -  US
 FH1205  USGS QUAD   -  VAN BUREN (2017)
 FH1205
 FH1205                         *CURRENT SURVEY CONTROL
 FH1205  ______________________________________________________________________
 FH1205* NAD 83(1986) POSITION- 35 28 58.7    (N) 094 17 44.5    (W)   HD_HELD2
 FH1205* NAVD 88 ORTHO HEIGHT -   155.950 (meters)      511.65  (feet) ADJUSTED
 FH1205  ______________________________________________________________________
 FH1205  GEOID HEIGHT    -        -29.619 (meters)                     GEOID18
 FH1205  DYNAMIC HEIGHT  -        155.804 (meters)      511.17  (feet) COMP
 FH1205  MODELED GRAVITY -    979,694.8   (mgal)                       NAVD 88
 FH1205
 FH1205  VERT ORDER      -  FIRST     CLASS II
 FH1205
 FH1205.The horizontal coordinates were established by autonomous hand held GPS
 FH1205.observations and have an estimated accuracy of +/- 10 meters.
 FH1205
 FH1205.The orthometric height was determined by differential leveling and
 FH1205.adjusted by the NATIONAL GEODETIC SURVEY
 FH1205.in June 1991.
 FH1205
 FH1205.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1205.GEOID18 height accuracy estimate available here.
 FH1205
 FH1205.Click photographs - Photos may exist for this station.
 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     -   129,971.      191,701.      MT  (+/- 10 meters HH2 GPS)
 FH1205
 FH1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV8246127376(NAD 83)
 FH1205
 FH1205                          SUPERSEDED SURVEY CONTROL
 FH1205
 FH1205  NGVD 29 (10/05/93)  155.854  (m)          511.33   (f) ADJUSTED    1 2
 FH1205
 FH1205.Superseded values are not recommended for survey control.
 FH1205
 FH1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1205.See file dsdata.pdf to determine how the superseded data were derived.
 FH1205
 FH1205_MARKER: I = METAL ROD
 FH1205_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH1205+WITH SETTING: INFORMATION.
 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 14, 2014
 FH1205
 FH1205  HISTORY     - Date     Condition        Report By
 FH1205  HISTORY     - 1989     MONUMENTED       NGS
 FH1205  HISTORY     - 20060402 GOOD             ARHD
 FH1205  HISTORY     - 20140414 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 DEPARTMENT OF TRANSPORTATION 2006 (VJB)
 FH1205'RECOVERED IN GOOD CONDITION.
 FH1205
 FH1205                          STATION RECOVERY (2014)
 FH1205
 FH1205'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (AMC)
 FH1205'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FH1228 ***********************************************************************
 FH1228  DESIGNATION -  L 312
 FH1228  PID         -  FH1228
 FH1228  STATE/COUNTY-  AR/CRAWFORD
 FH1228  COUNTRY     -  US
 FH1228  USGS QUAD   -  MOUNTAINBURG (2017)
 FH1228
 FH1228                         *CURRENT SURVEY CONTROL
 FH1228  ______________________________________________________________________
 FH1228* NAD 83(1986) POSITION- 35 42 11.     (N) 094 08 18.     (W)   SCALED
 FH1228* NAVD 88 ORTHO HEIGHT -   484.842 (meters)     1590.69  (feet) ADJUSTED
 FH1228  ______________________________________________________________________
 FH1228  GEOID HEIGHT    -        -28.509 (meters)                     GEOID18
 FH1228  DYNAMIC HEIGHT  -        484.381 (meters)     1589.17  (feet) COMP
 FH1228  MODELED GRAVITY -    979,667.6   (mgal)                       NAVD 88
 FH1228
 FH1228  VERT ORDER      -  FIRST     CLASS II
 FH1228
 FH1228.The horizontal coordinates were scaled from a map and have
 FH1228.an estimated accuracy of +/- 6 seconds.
 FH1228
 FH1228.The orthometric height was determined by differential leveling and
 FH1228.adjusted by the NATIONAL GEODETIC SURVEY
 FH1228.in June 1991.
 FH1228
 FH1228.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1228.GEOID18 height accuracy estimate available here.
 FH1228
 FH1228.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV970516(NAD 83)
 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
 FH1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1228.See file dsdata.pdf to determine how the superseded data were derived.
 FH1228
 FH1228_MARKER: I = METAL ROD
 FH1228_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 GE1258 ***********************************************************************
 GE1258  DESIGNATION -  L 313
 GE1258  PID         -  GE1258
 GE1258  STATE/COUNTY-  AR/FULTON
 GE1258  COUNTRY     -  US
 GE1258  USGS QUAD   -  HARDY (2017)
 GE1258
 GE1258                         *CURRENT SURVEY CONTROL
 GE1258  ______________________________________________________________________
 GE1258* NAD 83(1986) POSITION- 36 21 10.50   (N) 091 28 33.97   (W)   HD_HELD1
 GE1258* NAVD 88 ORTHO HEIGHT -   210.605 (meters)      690.96  (feet) ADJUSTED
 GE1258  ______________________________________________________________________
 GE1258  GEOID HEIGHT    -        -28.448 (meters)                     GEOID18
 GE1258  DYNAMIC HEIGHT  -        210.429 (meters)      690.38  (feet) COMP
 GE1258  MODELED GRAVITY -    979,789.2   (mgal)                       NAVD 88
 GE1258
 GE1258  VERT ORDER      -  FIRST     CLASS II
 GE1258
 GE1258.The horizontal coordinates were determined by differentially corrected
 GE1258.hand held GPS observations or other comparable positioning techniques
 GE1258.and have an estimated accuracy of +/- 3 meters.
 GE1258
 GE1258.The orthometric height was determined by differential leveling and
 GE1258.adjusted by the NATIONAL GEODETIC SURVEY
 GE1258.in January 1995.
 GE1258
 GE1258.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE1258.GEOID18 height accuracy estimate available here.
 GE1258
 GE1258.Click photographs - Photos may exist for this station.
 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     -   224,190.8     447,026.1     MT  (+/- 3 meters HH1 GPS) 
 GE1258
 GE1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA3673524171(NAD 83)
 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
 GE1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1258.See file dsdata.pdf to determine how the superseded data were derived.
 GE1258
 GE1258_MARKER: DV = VERTICAL CONTROL DISK
 GE1258_SETTING: 66 = SET IN ROCK OUTCROP
 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 = MARCH 20, 2026 22:17:28 EDT
 FF2180 ***********************************************************************
 FF2180  HT_MOD      -  This is a Height Modernization Survey Station.
 FF2180  DESIGNATION -  L 314
 FF2180  PID         -  FF2180
 FF2180  STATE/COUNTY-  AR/POINSETT
 FF2180  COUNTRY     -  US
 FF2180  USGS QUAD   -  JOYLAND (2017)
 FF2180
 FF2180                         *CURRENT SURVEY CONTROL
 FF2180  ______________________________________________________________________
 FF2180* NAD 83(2011) POSITION- 35 29 59.96136(N) 090 22 51.47669(W)   ADJUSTED
 FF2180* NAD 83(2011) ELLIP HT-    38.834 (meters)        (06/27/12)   ADJUSTED
 FF2180* NAD 83(2011) EPOCH   -  2010.00
 FF2180* NAVD 88 ORTHO HEIGHT -    66.61  (meters)      218.5   (feet) GPS OBS
 FF2180  ______________________________________________________________________
 FF2180  NAVD 88 orthometric height was determined with geoid model    GEOID03
 FF2180  GEOID HEIGHT    -        -27.738 (meters)                     GEOID03
 FF2180  GEOID HEIGHT    -        -27.674 (meters)                     GEOID18
 FF2180  NAD 83(2011) X  -    -34,564.751 (meters)                     COMP
 FF2180  NAD 83(2011) Y  - -5,198,328.600 (meters)                     COMP
 FF2180  NAD 83(2011) Z  -  3,683,189.560 (meters)                     COMP
 FF2180  LAPLACE CORR    -         -0.18  (seconds)                    DEFLEC18
 FF2180
 FF2180  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FF2180  Standards:
 FF2180         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FF2180            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FF2180  -------------------------------------------------------------------
 FF2180  NETWORK    2.50   2.69           1.03   1.01   1.37     -0.14038015
 FF2180  -------------------------------------------------------------------
 FF2180  Click here for local accuracies and other accuracy information.
 FF2180
 FF2180.The horizontal coordinates were established by GPS observations
 FF2180.and adjusted by the National Geodetic Survey in June 2012.
 FF2180
 FF2180.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FF2180.been affixed to the stable North American tectonic plate. See 
 FF2180.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FF2180
 FF2180.The horizontal coordinates are valid at the epoch date displayed above
 FF2180.which is a decimal equivalence of Year/Month/Day.
 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.
 FF2180
 FF2180.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF2180.GEOID18 height accuracy estimate available here.
 FF2180
 FF2180.Click photographs - Photos may exist for this station.
 FF2180
 FF2180.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF2180
 FF2180.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF2180
 FF2180.The ellipsoidal height was determined by GPS observations
 FF2180.and is referenced to NAD 83.
 FF2180
 FF2180. The following values were computed from the NAD 83(2011) position.
 FF2180
 FF2180;                    North         East     Units Scale Factor Converg.
 FF2180;SPC AR N     -   130,637.939   546,878.140   MT  0.99993701   +0 56 31.6
 FF2180;SPC AR N     -   428,601.30  1,794,216.03   sFT  0.99993701   +0 56 31.6
 FF2180;UTM  15      - 3,931,646.436   737,555.526   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  =   0.99993092
 FF2180!UTM  15      -   0.99999390  x   1.00029549  =   1.00028939
 FF2180
 FF2180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV3755531646(NAD 83)
 FF2180
 FF2180                          SUPERSEDED SURVEY CONTROL
 FF2180
 FF2180  NAD 83(2007)-  35 29 59.96137(N)    090 22 51.47770(W) AD(2002.00) 0
 FF2180  ELLIP H (02/10/07)   38.856  (m)                       GP(2002.00)    
 FF2180  NAD 83(1997)-  35 29 59.96129(N)    090 22 51.47757(W) AD(       ) 1
 FF2180  ELLIP H (05/31/05)   38.845  (m)                       GP(       ) 4 2
 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
 FF2180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2180.See file dsdata.pdf to determine how the superseded data were derived.
 FF2180
 FF2180_MARKER: I = METAL ROD
 FF2180_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 FF2206 ***********************************************************************
 FF2206  DESIGNATION -  L 315
 FF2206  PID         -  FF2206
 FF2206  STATE/COUNTY-  AR/CRAIGHEAD
 FF2206  COUNTRY     -  US
 FF2206  USGS QUAD   -  BONO (2017)
 FF2206
 FF2206                         *CURRENT SURVEY CONTROL
 FF2206  ______________________________________________________________________
 FF2206* NAD 83(1986) POSITION- 35 55 58.     (N) 090 48 50.     (W)   SCALED
 FF2206* NAVD 88 ORTHO HEIGHT -    75.791 (meters)      248.66  (feet) ADJUSTED
 FF2206  ______________________________________________________________________
 FF2206  GEOID HEIGHT    -        -27.881 (meters)                     GEOID18
 FF2206  DYNAMIC HEIGHT  -         75.728 (meters)      248.45  (feet) COMP
 FF2206  MODELED GRAVITY -    979,798.4   (mgal)                       NAVD 88
 FF2206
 FF2206  VERT ORDER      -  FIRST     CLASS II
 FF2206
 FF2206.The horizontal coordinates were scaled from a map and have
 FF2206.an estimated accuracy of +/- 6 seconds.
 FF2206
 FF2206.The orthometric height was determined by differential leveling and
 FF2206.adjusted by the NATIONAL GEODETIC SURVEY
 FF2206.in January 1995.
 FF2206
 FF2206.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF2206.GEOID18 height accuracy estimate available here.
 FF2206
 FF2206.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV972787(NAD 83)
 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
 FF2206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2206.See file dsdata.pdf to determine how the superseded data were derived.
 FF2206
 FF2206_MARKER: I = METAL ROD
 FF2206_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 GE1231 ***********************************************************************
 GE1231  DESIGNATION -  L 316
 GE1231  PID         -  GE1231
 GE1231  STATE/COUNTY-  AR/LAWRENCE
 GE1231  COUNTRY     -  US
 GE1231  USGS QUAD   -  IMBODEN (2017)
 GE1231
 GE1231                         *CURRENT SURVEY CONTROL
 GE1231  ______________________________________________________________________
 GE1231* NAD 83(1986) POSITION- 36 12 53.     (N) 091 12 54.     (W)   SCALED
 GE1231* NAVD 88 ORTHO HEIGHT -   112.505 (meters)      369.11  (feet) ADJUSTED
 GE1231  ______________________________________________________________________
 GE1231  GEOID HEIGHT    -        -28.294 (meters)                     GEOID18
 GE1231  DYNAMIC HEIGHT  -        112.412 (meters)      368.81  (feet) COMP
 GE1231  MODELED GRAVITY -    979,804.1   (mgal)                       NAVD 88
 GE1231
 GE1231  VERT ORDER      -  FIRST     CLASS II
 GE1231
 GE1231.The horizontal coordinates were scaled from a map and have
 GE1231.an estimated accuracy of +/- 6 seconds.
 GE1231
 GE1231.The orthometric height was determined by differential leveling and
 GE1231.adjusted by the NATIONAL GEODETIC SURVEY
 GE1231.in January 1995.
 GE1231
 GE1231.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE1231.GEOID18 height accuracy estimate available here.
 GE1231
 GE1231.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA604092(NAD 83)
 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
 GE1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1231.See file dsdata.pdf to determine how the superseded data were derived.
 GE1231
 GE1231_MARKER: DV = VERTICAL CONTROL DISK
 GE1231_SETTING: 66 = SET IN ROCK OUTCROP
 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  HISTORY     - 20150505 MARK NOT FOUND   ARHD
 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.
 GE1231
 GE1231                          STATION RECOVERY (2015)
 GE1231
 GE1231'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 GE1231'THE HIGHWAY HAS HAD NEW CONSTRUCTION AND THE BENCH MARK LOOKS TO HAVE
 GE1231'BEEN REMOVED IN THE PROCESS.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GE0161 ***********************************************************************
 GE0161  DESIGNATION -  L 32
 GE0161  PID         -  GE0161
 GE0161  STATE/COUNTY-  AR/GREENE
 GE0161  COUNTRY     -  US
 GE0161  USGS QUAD   -  PARAGOULD EAST (2017)
 GE0161
 GE0161                         *CURRENT SURVEY CONTROL
 GE0161  ______________________________________________________________________
 GE0161* NAD 83(1986) POSITION- 36 03 47.     (N) 090 28 56.     (W)   SCALED
 GE0161* NAVD 88 ORTHO HEIGHT -    84.444 (meters)      277.05  (feet) ADJUSTED
 GE0161  ______________________________________________________________________
 GE0161  GEOID HEIGHT    -        -28.240 (meters)                     GEOID18
 GE0161  DYNAMIC HEIGHT  -         84.373 (meters)      276.81  (feet) COMP
 GE0161  MODELED GRAVITY -    979,794.5   (mgal)                       NAVD 88
 GE0161
 GE0161  VERT ORDER      -  FIRST     CLASS II
 GE0161
 GE0161.The horizontal coordinates were scaled from a map and have
 GE0161.an estimated accuracy of +/- 6 seconds.
 GE0161
 GE0161.The orthometric height was determined by differential leveling and
 GE0161.adjusted by the NATIONAL GEODETIC SURVEY
 GE0161.in June 1991.
 GE0161
 GE0161.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0161.GEOID18 height accuracy estimate available here.
 GE0161
 GE0161.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV267938(NAD 83)
 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
 GE0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0161.See file dsdata.pdf to determine how the superseded data were derived.
 GE0161
 GE0161_MARKER: DB = BENCH MARK DISK
 GE0161_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GE0161_SP_SET: PIER
 GE0161_STAMPING: L 32 1933
 GE0161_MARK LOGO: CGS
 GE0161_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE0161_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE0161+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2008
 GE0161
 GE0161  HISTORY     - Date     Condition        Report By
 GE0161  HISTORY     - 1933     MONUMENTED       CGS
 GE0161  HISTORY     - 1956     GOOD             CGS
 GE0161  HISTORY     - 20020502 GOOD             USACE
 GE0161  HISTORY     - 20081021 GOOD             ARHD
 GE0161
 GE0161                          STATION DESCRIPTION
 GE0161
 GE0161'DESCRIBED BY COAST AND 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.
 GE0161
 GE0161                          STATION RECOVERY (2008)
 GE0161
 GE0161'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2008 (WDA)
 GE0161'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK2840 ***********************************************************************
 DK2840  DESIGNATION -  L 320
 DK2840  PID         -  DK2840
 DK2840  STATE/COUNTY-  AR/PULASKI
 DK2840  COUNTRY     -  US
 DK2840  USGS QUAD   -  LITTLE ROCK (2017)
 DK2840
 DK2840                         *CURRENT SURVEY CONTROL
 DK2840  ______________________________________________________________________
 DK2840* NAD 83(1986) POSITION- 34 40 46.4    (N) 092 21 08.1    (W)   HD_HELD2
 DK2840* NAVD 88 ORTHO HEIGHT -    87.209 (meters)      286.12  (feet) ADJUSTED
 DK2840  ______________________________________________________________________
 DK2840  GEOID HEIGHT    -        -26.501 (meters)                     GEOID18
 DK2840  DYNAMIC HEIGHT  -         87.128 (meters)      285.85  (feet) COMP
 DK2840  MODELED GRAVITY -    979,710.0   (mgal)                       NAVD 88
 DK2840
 DK2840  VERT ORDER      -  FIRST     CLASS II
 DK2840
 DK2840.The horizontal coordinates were established by autonomous hand held GPS
 DK2840.observations and have an estimated accuracy of +/- 10 meters.
 DK2840
 DK2840.The orthometric height was determined by differential leveling and
 DK2840.adjusted by the NATIONAL GEODETIC SURVEY
 DK2840.in May 2008.
 DK2840
 DK2840.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK2840.GEOID18 height accuracy estimate available here.
 DK2840
 DK2840.Click photographs - Photos may exist for this station.
 DK2840
 DK2840.The dynamic height is computed by dividing the NAVD 88
 DK2840.geopotential number by the normal gravity value computed on the
 DK2840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2840.degrees latitude (g = 980.6199 gals.).
 DK2840
 DK2840.The modeled gravity was interpolated from observed gravity values.
 DK2840
 DK2840;                    North         East    Units  Estimated Accuracy
 DK2840;SPC AR S     -   623,316.      367,720.      MT  (+/- 10 meters HH2 GPS)
 DK2840
 DK2840_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5933837698(NAD 83)
 DK2840
 DK2840                          SUPERSEDED SURVEY CONTROL
 DK2840
 DK2840.No superseded survey control is available for this station.
 DK2840
 DK2840_MARKER: DB = BENCH MARK DISK
 DK2840_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DK2840_SP_SET: HEADWALL
 DK2840_STAMPING: L 320 2007
 DK2840_MARK LOGO: ARHD
 DK2840_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK2840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK2840+STABILITY: SURFACE MOTION
 DK2840_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2840+SATELLITE: SATELLITE OBSERVATIONS - January 03, 2017
 DK2840
 DK2840  HISTORY     - Date     Condition        Report By
 DK2840  HISTORY     - 20070406 MONUMENTED       ARHD
 DK2840  HISTORY     - 20170103 GOOD             ARHD
 DK2840
 DK2840                          STATION DESCRIPTION
 DK2840
 DK2840'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2007
 DK2840'THE MARK IS LOCATED ABOUT 3.0 MILES SOUTHWEST OF LITTLE ROCK ARKANSAS.
 DK2840'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DK2840'
 DK2840'STATION IS LOCATED AT THE INTERSECTION OF US INTERSTATE HIGHWAY 30 AND
 DK2840'YOUNG STREET. IN THE HEADWALL OF A BOX CULVERT EAST OF YOUNG STREET
 DK2840'AND NORTH OF INTERSTATE 30 ON WEST BOUND ACCESS ROAD.
 DK2840'
 DK2840'11.2 METERS SOUTHEAST OF A CHAIN LINK FENCE, 10.8 METERS EAST OF THE
 DK2840'CENTER LINE OF YOUNG STREET, 8.3 METERS NORTH OF THE CENTER OF ACCESS
 DK2840'ROAD FOR INTERSTATE, AND 0.9 METERS WEST OF A WITNESS POST.
 DK2840
 DK2840                          STATION RECOVERY (2017)
 DK2840
 DK2840'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2017 (JDH)
 DK2840'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK2866 ***********************************************************************
 DK2866  DESIGNATION -  L 321
 DK2866  PID         -  DK2866
 DK2866  STATE/COUNTY-  AR/PULASKI
 DK2866  COUNTRY     -  US
 DK2866  USGS QUAD   -  NORTH LITTLE ROCK (2017)
 DK2866
 DK2866                         *CURRENT SURVEY CONTROL
 DK2866  ______________________________________________________________________
 DK2866* NAD 83(1986) POSITION- 34 47 28.     (N) 092 21 53.     (W)   SCALED
 DK2866* NAVD 88 ORTHO HEIGHT -    80.139 (meters)      262.92  (feet) ADJUSTED
 DK2866  ______________________________________________________________________
 DK2866  GEOID HEIGHT    -        -26.831 (meters)                     GEOID18
 DK2866  DYNAMIC HEIGHT  -         80.064 (meters)      262.68  (feet) COMP
 DK2866  MODELED GRAVITY -    979,698.7   (mgal)                       NAVD 88
 DK2866
 DK2866  VERT ORDER      -  FIRST     CLASS II
 DK2866
 DK2866.The horizontal coordinates were scaled from a map and have
 DK2866.an estimated accuracy of +/- 6 seconds.
 DK2866
 DK2866.The orthometric height was determined by differential leveling and
 DK2866.adjusted by the NATIONAL GEODETIC SURVEY
 DK2866.in May 2008.
 DK2866
 DK2866.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK2866.GEOID18 height accuracy estimate available here.
 DK2866
 DK2866.Click photographs - Photos may exist for this station.
 DK2866
 DK2866.The dynamic height is computed by dividing the NAVD 88
 DK2866.geopotential number by the normal gravity value computed on the
 DK2866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2866.degrees latitude (g = 980.6199 gals.).
 DK2866
 DK2866.The modeled gravity was interpolated from observed gravity values.
 DK2866
 DK2866;                    North         East    Units  Estimated Accuracy
 DK2866;SPC AR S     -   635,700.      366,620.      MT  (+/- 180 meters Scaled)
 DK2866
 DK2866_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU581500(NAD 83)
 DK2866
 DK2866                          SUPERSEDED SURVEY CONTROL
 DK2866
 DK2866.No superseded survey control is available for this station.
 DK2866
 DK2866_MARKER: DB = BENCH MARK DISK
 DK2866_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK2866_SP_SET: BRIDGE ABUTMENT
 DK2866_STAMPING: L 321 2007
 DK2866_MARK LOGO: ARHD
 DK2866_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK2866_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK2866_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2866+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2015
 DK2866
 DK2866  HISTORY     - Date     Condition        Report By
 DK2866  HISTORY     - 20070411 MONUMENTED       ARHD
 DK2866  HISTORY     - 20120203 GOOD             ARHD
 DK2866  HISTORY     - 20141122 GOOD             USACEL
 DK2866  HISTORY     - 20150620 GOOD             USACEL
 DK2866
 DK2866                          STATION DESCRIPTION
 DK2866
 DK2866'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2007
 DK2866'THE STATION IS LOCATED ABOUT 2.0 MILES WEST OF LITTLE ROCK ARKANSAS.
 DK2866'OWNERSHIP--ROAD RIGHT-OF-WAY. ALONG A BIKE PATH GOING DOWN THE
 DK2866'ARKANSAS RIVER.
 DK2866'
 DK2866'TO REACH FROM THE INTERSECTION OF INTERSTATE HIGHWAY 430 AND STATE
 DK2866'HIGHWAY 10 WEST OF LITTLE ROCK, GO WEST ON HIGHWAY 10 FOR 0.40 MILES
 DK2866'TO RIVER MOUNTAIN ROAD ON THE RIGHT. TURN RIGHT ON ROAD AND GO 2.6
 DK2866'MILES TO THE STATION ON THE RIGHT, IN THE SOUTHWEST END OF BIKE PATH
 DK2866'BRIDGE OVER A SMALL CREEK.
 DK2866'
 DK2866'ACCESS TO STATION CAN ONLY BE HAD THROUGH SOUTHERN ENTRANCE AT MURRAY
 DK2866'LOCK AND DAM.
 DK2866'
 DK2866'43.7 METERS WEST OF THE CENTER OF CREEK, 9.9 METERS NORTH OF A CABLE
 DK2866'MARKER, AND 1.3 METERS SOUTH OF THE CENTER OF THE BRIDGE.
 DK2866
 DK2866                          STATION RECOVERY (2012)
 DK2866
 DK2866'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (JDH)
 DK2866'RECOVERED AS DESCRIBED.
 DK2866
 DK2866                          STATION RECOVERY (2014)
 DK2866
 DK2866'RECOVERY NOTE BY USACE LITTLE ROCK 2014 (SCC)
 DK2866'RECOVERED IN GOOD CONDITION.
 DK2866
 DK2866                          STATION RECOVERY (2015)
 DK2866
 DK2866'RECOVERY NOTE BY USACE LITTLE ROCK 2015 (SCC)
 DK2866'TO ACCESS FROM DOWNSTREAM, PARK AT THE PARKING LOT JUST DOWNSTREAM AND
 DK2866'FOLLOW THE RIVER TRAIL TOWARD TWO RIVERS PARK FOR 0.7 MI (1.1 KM) TO
 DK2866'THE JIMMERSON CREEK FOOT BRIDGE WITH THE MARK ON THE FAR END OF THE
 DK2866'FOOT BRIDGE ON THE LEFT.
 DK2866'
 DK2866'TO ACCESS FROM UPSTREAM, PARK AT THE TWO RIVERS PARK BRIDGE AT THE END
 DK2866'OF RIVER MOUNTAIN ROAD.  FROM THE END OF AUTO TRAVEL, WALK DOWNSTREAM
 DK2866'ALONG THE ARKANSAS RIVER TRAIL, GOING UNDER THE I 430 BRIDGE AND GO
 DK2866'1.1 MI (1.8 KM) TO THE JIMMERSON CREEK BRIDGE AND THE MARK ON THE
 DK2866'RIGHT.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO4789 ***********************************************************************
 DO4789  DESIGNATION -  L 326
 DO4789  PID         -  DO4789
 DO4789  STATE/COUNTY-  AR/POPE
 DO4789  COUNTRY     -  US
 DO4789  USGS QUAD   -  RUSSELLVILLE EAST (2017)
 DO4789
 DO4789                         *CURRENT SURVEY CONTROL
 DO4789  ______________________________________________________________________
 DO4789* NAD 83(1986) POSITION- 35 15 50.6    (N) 093 07 15.5    (W)   HD_HELD2
 DO4789* NAVD 88 ORTHO HEIGHT -   112.908 (meters)      370.43  (feet) ADJUSTED
 DO4789  ______________________________________________________________________
 DO4789  GEOID HEIGHT    -        -29.161 (meters)                     GEOID18
 DO4789  DYNAMIC HEIGHT  -        112.801 (meters)      370.08  (feet) COMP
 DO4789  MODELED GRAVITY -    979,684.4   (mgal)                       NAVD 88
 DO4789
 DO4789  VERT ORDER      -  FIRST     CLASS II
 DO4789
 DO4789.The horizontal coordinates were established by autonomous hand held GPS
 DO4789.observations and have an estimated accuracy of +/- 10 meters.
 DO4789
 DO4789.The orthometric height was determined by differential leveling and
 DO4789.adjusted by the NATIONAL GEODETIC SURVEY
 DO4789.in April 2013.
 DO4789
 DO4789.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO4789.GEOID18 height accuracy estimate available here.
 DO4789
 DO4789.Click photographs - Photos may exist for this station.
 DO4789
 DO4789.The dynamic height is computed by dividing the NAVD 88
 DO4789.geopotential number by the normal gravity value computed on the
 DO4789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO4789.degrees latitude (g = 980.6199 gals.).
 DO4789
 DO4789.The modeled gravity was interpolated from observed gravity values.
 DO4789
 DO4789;                    North         East    Units  Estimated Accuracy
 DO4789;SPC AR N     -   103,836.      298,005.      MT  (+/- 10 meters HH2 GPS)
 DO4789
 DO4789_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV8899602333(NAD 83)
 DO4789
 DO4789                          SUPERSEDED SURVEY CONTROL
 DO4789
 DO4789.No superseded survey control is available for this station.
 DO4789
 DO4789_MARKER: DB = BENCH MARK DISK
 DO4789_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DO4789_SP_SET: HEADWALL
 DO4789_STAMPING: L 326 2009
 DO4789_MARK LOGO: ARHD
 DO4789_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO4789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO4789+STABILITY: SURFACE MOTION
 DO4789_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO4789+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2015
 DO4789
 DO4789  HISTORY     - Date     Condition        Report By
 DO4789  HISTORY     - 20090609 MONUMENTED       ARHD
 DO4789  HISTORY     - 20151020 GOOD             CONSOL
 DO4789
 DO4789                          STATION DESCRIPTION
 DO4789
 DO4789'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2009 (DS)
 DO4789'THE STATION IS LOCATED ABOUT 1.0 MI (1.6 KM) EAST OF
 DO4789'RUSSELLVILLE.OWNERSHIP--ROAD RIGHT-OF-WAY.
 DO4789'
 DO4789'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 64 AND STATE ROAD 324
 DO4789'EAST OF RUSSELLVILLE, GO EAST ON ROAD 324 FOR 0.45 MI (0.7 KM) TO
 DO4789'MACON AVENUE ON THE RIGHT.  TURN RIGHT ON AVENUE AND GO 0.5 MI (0.8
 DO4789'KM) UNTIL MACON AVENUE CHANGES TO 16TH STREET IN A CURVE.  CONTINUE ON
 DO4789'16TH STREET FOR 0.5 MI (0.8 KM) TO A STOP SIGN AT HIGHWAY 331.
 DO4789'CONTINUE ON 16TH STREET FOR 1.0 MI (1.6 KM) TO THE JUNCTION OF 16TH
 DO4789'STREET AND KNOXVILLE STREET AND THE STATION, IN THE NORTHWEST CORNER
 DO4789'OF THE INTERSECTION IN A HEADWALL.
 DO4789'
 DO4789'IT IS 18.5 M (60.7 FT) NORTH OF THE CENTER OF 16TH STREET, 12.5 M
 DO4789'(41.0 FT) WEST OF THE CENTER OF KNOXVILLE STREET, 12.4 M (40.7 FT)
 DO4789'EAST OF A LIGHT POLE, 8.5 M (27.9 FT) NORTHEAST OF A SIGNAL POLE, 0.1
 DO4789'M (0.3 FT) EAST OF A FIBERGLASS WITNESS POST.
 DO4789
 DO4789                          STATION RECOVERY (2015)
 DO4789
 DO4789'RECOVERY NOTE BY CONSOLIDATED LAND SERVICE 2015
 DO4789'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0033 ***********************************************************************
 FF0033  DESIGNATION -  L 33
 FF0033  PID         -  FF0033
 FF0033  STATE/COUNTY-  AR/MISSISSIPPI
 FF0033  COUNTRY     -  US
 FF0033  USGS QUAD   -  DELL (2017)
 FF0033
 FF0033                         *CURRENT SURVEY CONTROL
 FF0033  ______________________________________________________________________
 FF0033* NAD 83(1986) POSITION- 35 50 51.     (N) 090 03 23.     (W)   SCALED
 FF0033* NAVD 88 ORTHO HEIGHT -    72.986 (meters)      239.45  (feet) ADJUSTED
 FF0033  ______________________________________________________________________
 FF0033  GEOID HEIGHT    -        -27.937 (meters)                     GEOID18
 FF0033  DYNAMIC HEIGHT  -         72.924 (meters)      239.25  (feet) COMP
 FF0033  MODELED GRAVITY -    979,791.0   (mgal)                       NAVD 88
 FF0033
 FF0033  VERT ORDER      -  FIRST     CLASS II
 FF0033
 FF0033.The horizontal coordinates were scaled from a map and have
 FF0033.an estimated accuracy of +/- 6 seconds.
 FF0033
 FF0033.The orthometric height was determined by differential leveling and
 FF0033.adjusted by the NATIONAL GEODETIC SURVEY
 FF0033.in June 1991.
 FF0033
 FF0033.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0033.GEOID18 height accuracy estimate available here.
 FF0033
 FF0033.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV658710(NAD 83)
 FF0033
 FF0033                          SUPERSEDED SURVEY CONTROL
 FF0033
 FF0033  NGVD 29 (11/26/84)   72.960  (m)          239.37   (f) ADJUSTED    1 2
 FF0033
 FF0033.Superseded values are not recommended for survey control.
 FF0033
 FF0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0033.See file dsdata.pdf to determine how the superseded data were derived.
 FF0033
 FF0033_MARKER: DB = BENCH MARK DISK
 FF0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0033_STAMPING: L 33 1933
 FF0033_MARK LOGO: CGS
 FF0033_PROJECTION: FLUSH
 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 = MARCH 20, 2026 22:17:28 EDT
 DO2568 ***********************************************************************
 DO2568  DESIGNATION -  L 330
 DO2568  PID         -  DO2568
 DO2568  STATE/COUNTY-  AR/CRAIGHEAD
 DO2568  COUNTRY     -  US
 DO2568  USGS QUAD   -  JONESBORO (2017)
 DO2568
 DO2568                         *CURRENT SURVEY CONTROL
 DO2568  ______________________________________________________________________
 DO2568* NAD 83(1986) POSITION- 35 48 23.82   (N) 090 40 41.19   (W)   HD_HELD1
 DO2568* NAVD 88 ORTHO HEIGHT -    88.236 (meters)      289.49  (feet) ADJUSTED
 DO2568  ______________________________________________________________________
 DO2568  GEOID HEIGHT    -        -27.809 (meters)                     GEOID18
 DO2568  DYNAMIC HEIGHT  -         88.160 (meters)      289.24  (feet) COMP
 DO2568  MODELED GRAVITY -    979,779.1   (mgal)                       NAVD 88
 DO2568
 DO2568  VERT ORDER      -  FIRST     CLASS II
 DO2568
 DO2568.The horizontal coordinates were determined by differentially corrected
 DO2568.hand held GPS observations or other comparable positioning techniques
 DO2568.and have an estimated accuracy of +/- 3 meters.
 DO2568
 DO2568.The orthometric height was determined by differential leveling and
 DO2568.adjusted by the NATIONAL GEODETIC SURVEY
 DO2568.in February 2013.
 DO2568
 DO2568.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2568.GEOID18 height accuracy estimate available here.
 DO2568
 DO2568.Click photographs - Photos may exist for this station.
 DO2568
 DO2568.The dynamic height is computed by dividing the NAVD 88
 DO2568.geopotential number by the normal gravity value computed on the
 DO2568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2568.degrees latitude (g = 980.6199 gals.).
 DO2568
 DO2568.The modeled gravity was interpolated from observed gravity values.
 DO2568
 DO2568;                    North         East    Units  Estimated Accuracy
 DO2568;SPC AR N     -   164,251.3     519,466.6     MT  (+/- 3 meters HH1 GPS) 
 DO2568
 DO2568_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV0979464987(NAD 83)
 DO2568
 DO2568                          SUPERSEDED SURVEY CONTROL
 DO2568
 DO2568.No superseded survey control is available for this station.
 DO2568
 DO2568_MARKER: DB = BENCH MARK DISK
 DO2568_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DO2568_SP_SET: BRIDGE ABUTMENT
 DO2568_STAMPING: L 330 2011
 DO2568_MARK LOGO: ARHD
 DO2568_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO2568
 DO2568  HISTORY     - Date     Condition        Report By
 DO2568  HISTORY     - 20110121 MONUMENTED       ASSOEN
 DO2568
 DO2568                          STATION DESCRIPTION
 DO2568
 DO2568'DESCRIBED BY ASSOCIATED ENGINEERING 2011 (MPM)
 DO2568'THE MARK IS LOCATED ABOUT 8.1 MI (13.0 KM) WEST OF NEEDHAM, 7.6 MI
 DO2568'(12.2 KM) EAST-SOUTHEAST OF HERMAN AND 2.9 MI (4.7 KM) SOUTH-SOUTHEAST
 DO2568'OF JONESBORO.
 DO2568'
 DO2568'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DO2568'
 DO2568'TO REACH FROM THE INTERSECTION OF CARAWAY ROAD AND RACE STREET HEAD
 DO2568'SOUTH ON CARAWAY ROAD 2 MI (3.2 KM) TO THE MARK ON THE LEFT.
 DO2568'
 DO2568'IT IS 38.95 FT (11.9 M) EAST OF THE CENTERLINE OF THE ROAD, 34.8 FT
 DO2568'(10.6 M) NORTH OF A DRAINAGE INLET AND SET VERTICALLY IN THE SOUTHEAST
 DO2568'FACE OF THE ABUTMENT AND ABOUT 3 FT (0.9 M) HIGHER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO2593 ***********************************************************************
 DO2593  DESIGNATION -  L 331
 DO2593  PID         -  DO2593
 DO2593  STATE/COUNTY-  AR/CRAIGHEAD
 DO2593  COUNTRY     -  US
 DO2593  USGS QUAD   -  JONESBORO (2017)
 DO2593
 DO2593                         *CURRENT SURVEY CONTROL
 DO2593  ______________________________________________________________________
 DO2593* NAD 83(1986) POSITION- 35 51 24.07   (N) 090 39 27.28   (W)   HD_HELD1
 DO2593* NAVD 88 ORTHO HEIGHT -   103.741 (meters)      340.36  (feet) ADJUSTED
 DO2593  ______________________________________________________________________
 DO2593  GEOID HEIGHT    -        -27.861 (meters)                     GEOID18
 DO2593  DYNAMIC HEIGHT  -        103.652 (meters)      340.06  (feet) COMP
 DO2593  MODELED GRAVITY -    979,782.3   (mgal)                       NAVD 88
 DO2593
 DO2593  VERT ORDER      -  FIRST     CLASS II
 DO2593
 DO2593.The horizontal coordinates were determined by differentially corrected
 DO2593.hand held GPS observations or other comparable positioning techniques
 DO2593.and have an estimated accuracy of +/- 3 meters.
 DO2593
 DO2593.The orthometric height was determined by differential leveling and
 DO2593.adjusted by the NATIONAL GEODETIC SURVEY
 DO2593.in February 2013.
 DO2593
 DO2593.No vertical observational check was made to the station.
 DO2593
 DO2593.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2593.GEOID18 height accuracy estimate available here.
 DO2593
 DO2593.Click photographs - Photos may exist for this station.
 DO2593
 DO2593.The dynamic height is computed by dividing the NAVD 88
 DO2593.geopotential number by the normal gravity value computed on the
 DO2593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2593.degrees latitude (g = 980.6199 gals.).
 DO2593
 DO2593.The modeled gravity was interpolated from observed gravity values.
 DO2593
 DO2593;                    North         East    Units  Estimated Accuracy
 DO2593;SPC AR N     -   169,831.1     521,246.2     MT  (+/- 3 meters HH1 GPS) 
 DO2593
 DO2593_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV1151670586(NAD 83)
 DO2593
 DO2593                          SUPERSEDED SURVEY CONTROL
 DO2593
 DO2593.No superseded survey control is available for this station.
 DO2593
 DO2593_MARKER: F = FLANGE-ENCASED ROD
 DO2593_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DO2593_STAMPING: L 331 2011
 DO2593_MARK LOGO: NONE
 DO2593_PROJECTION: RECESSED 3 CENTIMETERS
 DO2593_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DO2593_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO2593_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2593+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2010
 DO2593_ROD/PIPE-DEPTH: 6.0 meters
 DO2593_SLEEVE-DEPTH  : 1 meters
 DO2593
 DO2593  HISTORY     - Date     Condition        Report By
 DO2593  HISTORY     - 20101123 MONUMENTED       ASSOEN
 DO2593
 DO2593                          STATION DESCRIPTION
 DO2593
 DO2593'DESCRIBED BY ASSOCIATED ENGINEERING 2010 (MPM)
 DO2593'THE MARK IS LOCATED ABOUT 7.3 MI (11.7 KM) WEST-NORTHWEST OF NEEDHAM,
 DO2593'5.2 MI (8.4 KM) SOUTHWEST OF BROOKLAND AND 2.8 MI (4.5 KM)
 DO2593'EAST-NORTHEAST OF JONESBORO.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DO2593'
 DO2593'TO REACH FROM THE INTERSECTION OF NORTH CARAWAY ROAD AND EAST JOHNSON
 DO2593'AVENUE HEAD NORTHEAST ON EAST JOHNSON AVENUE 0.8 MI (1.3 KM) THEN TURN
 DO2593'LEFT AT STADIUM BOULEVARD AND CONTINUE NORTHEAST ON EAST JOHNSON
 DO2593'AVENUE 0.30 MI (0.5 KM) TO THE MARK ON THE RIGHT.
 DO2593'
 DO2593'IT IS 50.6 FT (15.4 M) SOUTHEAST OF THE CENTERLINE OF EAST JOHNSON
 DO2593'AVENUE, 47.35 FT (14.4 M) SOUTHWEST OF THE CENTERLINE OF JEWELL DRIVE,
 DO2593'43.5 FT (13.3 M) NORTHEAST OF THE NORTHEAST CORNER OF A FOCUS BANK
 DO2593'SIGN AND 13.75 FT (4.2 M) NORTHWEST OF A TELEPHONE MANHOLE.
 DO2593'
 DO2593'NOTE-ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH (13 CM) LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO2621 ***********************************************************************
 DO2621  DESIGNATION -  L 332
 DO2621  PID         -  DO2621
 DO2621  STATE/COUNTY-  AR/CRAIGHEAD
 DO2621  COUNTRY     -  US
 DO2621  USGS QUAD   -  NEEDHAM (2017)
 DO2621
 DO2621                         *CURRENT SURVEY CONTROL
 DO2621  ______________________________________________________________________
 DO2621* NAD 83(1986) POSITION- 35 49 14.21   (N) 090 37 27.74   (W)   HD_HELD1
 DO2621* NAVD 88 ORTHO HEIGHT -    72.143 (meters)      236.69  (feet) ADJUSTED
 DO2621  ______________________________________________________________________
 DO2621  GEOID HEIGHT    -        -27.865 (meters)                     GEOID18
 DO2621  DYNAMIC HEIGHT  -         72.082 (meters)      236.49  (feet) COMP
 DO2621  MODELED GRAVITY -    979,781.4   (mgal)                       NAVD 88
 DO2621
 DO2621  VERT ORDER      -  FIRST     CLASS II
 DO2621
 DO2621.The horizontal coordinates were determined by differentially corrected
 DO2621.hand held GPS observations or other comparable positioning techniques
 DO2621.and have an estimated accuracy of +/- 3 meters.
 DO2621
 DO2621.The orthometric height was determined by differential leveling and
 DO2621.adjusted by the NATIONAL GEODETIC SURVEY
 DO2621.in February 2013.
 DO2621
 DO2621.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2621.GEOID18 height accuracy estimate available here.
 DO2621
 DO2621.Click photographs - Photos may exist for this station.
 DO2621
 DO2621.The dynamic height is computed by dividing the NAVD 88
 DO2621.geopotential number by the normal gravity value computed on the
 DO2621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2621.degrees latitude (g = 980.6199 gals.).
 DO2621
 DO2621.The modeled gravity was interpolated from observed gravity values.
 DO2621
 DO2621;                    North         East    Units  Estimated Accuracy
 DO2621;SPC AR N     -   165,870.6     524,301.0     MT  (+/- 3 meters HH1 GPS) 
 DO2621
 DO2621_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV1461366656(NAD 83)
 DO2621
 DO2621                          SUPERSEDED SURVEY CONTROL
 DO2621
 DO2621.No superseded survey control is available for this station.
 DO2621
 DO2621_MARKER: F = FLANGE-ENCASED ROD
 DO2621_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DO2621_STAMPING: L 332 2011
 DO2621_MARK LOGO: NONE
 DO2621_PROJECTION: RECESSED 3 CENTIMETERS
 DO2621_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2621_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO2621_ROD/PIPE-DEPTH: 10.8 meters
 DO2621_SLEEVE-DEPTH  : 1 meters
 DO2621
 DO2621  HISTORY     - Date     Condition        Report By
 DO2621  HISTORY     - 20101204 MONUMENTED       ASSOEN
 DO2621
 DO2621                          STATION DESCRIPTION
 DO2621
 DO2621'DESCRIBED BY ASSOCIATED ENGINEERING 2010 (MPM)
 DO2621'THE MARK IS LOCATED ABOUT 6.0 MI (9.7 KM) SOUTH-SOUTHWEST OF
 DO2621'BROOKLAND, 5.0 MI (8.0 KM) WEST OF NEEDHAM AND 4.7 MI (7.6 KM)
 DO2621'EAST-SOUTHEAST OF JONESBORO.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DO2621'
 DO2621'TO REACH FROM THE INTERSECTION OF EAST NETTLETON AVENUE AND EAST
 DO2621'HIGHLAND DRIVE GO EAST ON EAST HIGHLAND DRIVE 1.60 MI (2.6 KM) TO THE
 DO2621'MARK ON THE RIGHT.
 DO2621'
 DO2621'IT IS 81.70 FT (24.9 M) SOUTH OF THE CENTERLINE OF EAST HIGHLAND
 DO2621'DRIVE, 68.42 FT (20.9 M) WEST OF THE CENTERLINE OF COMMERCE DRIVE,
 DO2621'32.57 FT (9.9 M) SOUTHWEST OF A TRAFFIC LIGHT POLE, 25.74 FT (7.8 M)
 DO2621'NORTHWEST OF A POWER LINE POLE AND 11.21 FT (3.4 M) SOUTHEAST OF A
 DO2621'FIBERGLASS WITNESS POST.
 DO2621'
 DO2621'NOTE-ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH (13 CM) LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO7796 ***********************************************************************
 DO7796  DESIGNATION -  L 333
 DO7796  PID         -  DO7796
 DO7796  STATE/COUNTY-  AR/BOONE
 DO7796  COUNTRY     -  US
 DO7796  USGS QUAD   -  HARRISON (2017)
 DO7796
 DO7796                         *CURRENT SURVEY CONTROL
 DO7796  ______________________________________________________________________
 DO7796* NAD 83(1986) POSITION- 36 10 17.65   (N) 093 02 31.50   (W)   HD_HELD1
 DO7796* NAVD 88 ORTHO HEIGHT -   351.698 (meters)     1153.86  (feet) ADJUSTED
 DO7796  ______________________________________________________________________
 DO7796  GEOID HEIGHT    -        -28.271 (meters)                     GEOID18
 DO7796  DYNAMIC HEIGHT  -        351.383 (meters)     1152.83  (feet) COMP
 DO7796  MODELED GRAVITY -    979,725.6   (mgal)                       NAVD 88
 DO7796
 DO7796  VERT ORDER      -  SECOND    CLASS I
 DO7796
 DO7796.The horizontal coordinates were determined by differentially corrected
 DO7796.hand held GPS observations or other comparable positioning techniques
 DO7796.and have an estimated accuracy of +/- 3 meters.
 DO7796
 DO7796.The orthometric height was determined by differential leveling and
 DO7796.adjusted by the NATIONAL GEODETIC SURVEY
 DO7796.in February 2014.
 DO7796
 DO7796.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7796.GEOID18 height accuracy estimate available here.
 DO7796
 DO7796.Click photographs - Photos may exist for this station.
 DO7796
 DO7796.The dynamic height is computed by dividing the NAVD 88
 DO7796.geopotential number by the normal gravity value computed on the
 DO7796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7796.degrees latitude (g = 980.6199 gals.).
 DO7796
 DO7796.The modeled gravity was interpolated from observed gravity values.
 DO7796
 DO7796;                    North         East    Units  Estimated Accuracy
 DO7796;SPC AR N     -   204,438.7     306,248.7     MT  (+/- 3 meters HH1 GPS) 
 DO7796
 DO7796_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA9621502979(NAD 83)
 DO7796
 DO7796                          SUPERSEDED SURVEY CONTROL
 DO7796
 DO7796.No superseded survey control is available for this station.
 DO7796
 DO7796_MARKER: DB = BENCH MARK DISK
 DO7796_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DO7796_STAMPING: L 333 2011
 DO7796_MARK LOGO: ARHD
 DO7796_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO7796_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7796_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO7796+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2011
 DO7796
 DO7796  HISTORY     - Date     Condition        Report By
 DO7796  HISTORY     - 20111121 MONUMENTED       ARHD
 DO7796
 DO7796                          STATION DESCRIPTION
 DO7796
 DO7796'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (JDH)
 DO7796'THE STATION IS LOCATED ABOUT 7.2 MI (11.6 KM) EAST-NORTHEAST OF
 DO7796'GAITHER, 6.9 MI (11.1 KM) NORTHWEST OF WESTERN GROVE AND 5.4 MI (8.7
 DO7796'KM) SOUTHEAST OF HARRISON.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DO7796'
 DO7796'TO REACH FROM THE INTERSECTION OF HIGHWAY 7 AND HIGHWAY 206, GO EAST
 DO7796'ON HIGHWAY 206 FOR 4.6 MI (7.4 KM) THEN GO STRAIGHT OFF THE CURVE ONTO
 DO7796'POLLOCK ROAD FOR 1 MI (1.6 KM) THEN TURN LEFT ON BELLEFONTE ROAD AND
 DO7796'GO NORTH FOR 0.8 MI (1.3 KM) TO THE MARK ON THE LEFT.
 DO7796'
 DO7796'IT IS 17.5 M (57.4 FT) SOUTH OF A POWER POLE, 14.8 M (48.6 FT)
 DO7796'NORTHWEST OF A FENCE CORNER, 5.4 M (17.7 FT) NORTH OF GRAVEL DRIVE AND
 DO7796'5.3 M (17.4 FT) WEST OF THE CENTERLINE OF BELLEFONTE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO7946 ***********************************************************************
 DO7946  DESIGNATION -  L 335
 DO7946  PID         -  DO7946
 DO7946  STATE/COUNTY-  AR/GREENE
 DO7946  COUNTRY     -  US
 DO7946  USGS QUAD   -  WALCOTT (2017)
 DO7946
 DO7946                         *CURRENT SURVEY CONTROL
 DO7946  ______________________________________________________________________
 DO7946* NAD 83(1986) POSITION- 36 04 36.     (N) 090 44 52.     (W)   SCALED
 DO7946* NAVD 88 ORTHO HEIGHT -    80.858 (meters)      265.28  (feet) ADJUSTED
 DO7946  ______________________________________________________________________
 DO7946  GEOID HEIGHT    -        -28.108 (meters)                     GEOID18
 DO7946  DYNAMIC HEIGHT  -         80.792 (meters)      265.07  (feet) COMP
 DO7946  MODELED GRAVITY -    979,806.4   (mgal)                       NAVD 88
 DO7946
 DO7946  VERT ORDER      -  FIRST     CLASS II
 DO7946
 DO7946.The horizontal coordinates were scaled from a map and have
 DO7946.an estimated accuracy of +/- 6 seconds.
 DO7946
 DO7946.The orthometric height was determined by differential leveling and
 DO7946.adjusted by the NATIONAL GEODETIC SURVEY
 DO7946.in March 2014.
 DO7946
 DO7946.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7946.GEOID18 height accuracy estimate available here.
 DO7946
 DO7946.Click photographs - Photos may exist for this station.
 DO7946
 DO7946.The dynamic height is computed by dividing the NAVD 88
 DO7946.geopotential number by the normal gravity value computed on the
 DO7946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7946.degrees latitude (g = 980.6199 gals.).
 DO7946
 DO7946.The modeled gravity was interpolated from observed gravity values.
 DO7946
 DO7946;                    North         East    Units  Estimated Accuracy
 DO7946;SPC AR N     -   194,130.      512,790.      MT  (+/- 180 meters Scaled)
 DO7946
 DO7946_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV028947(NAD 83)
 DO7946
 DO7946                          SUPERSEDED SURVEY CONTROL
 DO7946
 DO7946.No superseded survey control is available for this station.
 DO7946
 DO7946_MARKER: F = FLANGE-ENCASED ROD
 DO7946_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DO7946_STAMPING: L 335 2012
 DO7946_MARK LOGO: ASSOEN
 DO7946_PROJECTION: RECESSED 3 CENTIMETERS
 DO7946_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO7946_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7946_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7946+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2012
 DO7946_ROD/PIPE-DEPTH: 7.42 meters
 DO7946_SLEEVE-DEPTH  : 1 meters
 DO7946
 DO7946  HISTORY     - Date     Condition        Report By
 DO7946  HISTORY     - 20121009 MONUMENTED       ASSOEN
 DO7946
 DO7946                          STATION DESCRIPTION
 DO7946
 DO7946'DESCRIBED BY ASSOCIATED ENGINEERING 2012 (MPM)
 DO7946'THE MARK IS LOCATED ABOUT 11.9 KM (7.4 MI) SOUTH-SOUTHEAST OF O'KEAN,
 DO7946'10.1 KM (6.3 MI) NORTH-NORTHWEST OF LORADO AND 7.8 KM (4.8 MI)
 DO7946'WEST-NORTHWEST OF WALCOTT.
 DO7946'
 DO7946'TO REACH FROM THE INTERSECTION OF HIGHWAY 412 WEST AND HIGHWAY 168 IN
 DO7946'PARAGOULD, ARKANSAS, GO WEST ON HIGHWAY 412 FOR 5.50 MI (8.8 KM) TURN
 DO7946'LEFT ON TO GREENE COUNTY ROAD 214 AND HEAD NORTH FOR 0.50 MI (0.8 KM)
 DO7946'TO THE MARK ON THE LEFT.
 DO7946'
 DO7946'IT IS 30.48 M (100.0 FT) NORTHWEST OF A TELEPHONE PEDESTAL, 22.56 M
 DO7946'(74.0 FT) NORTHWEST OF THE CENTERLINE OF GREENE COUNTY ROAD 214, 7.16
 DO7946'M (23.5 FT) WEST OF THE CENTERLINE OF A GRAVEL ROAD, 0.76 M (2.5 FT)
 DO7946'NORTH OF A POWER POLE AND 0.50 M (1.6 FT) EAST OF A WITNESS POST.
 DO7946'
 DO7946'NOTE-ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH (13 CM) LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO8371 ***********************************************************************
 DO8371  DESIGNATION -  L 337
 DO8371  PID         -  DO8371
 DO8371  STATE/COUNTY-  AR/HEMPSTEAD
 DO8371  COUNTRY     -  US
 DO8371  USGS QUAD   -  SHEPPARD (2017)
 DO8371
 DO8371                         *CURRENT SURVEY CONTROL
 DO8371  ______________________________________________________________________
 DO8371* NAD 83(1986) POSITION- 33 39 24.8    (N) 093 38 21.4    (W)   HD_HELD2
 DO8371* NAVD 88 ORTHO HEIGHT -    87.465 (meters)      286.96  (feet) ADJUSTED
 DO8371  ______________________________________________________________________
 DO8371  GEOID HEIGHT    -        -26.994 (meters)                     GEOID18
 DO8371  DYNAMIC HEIGHT  -         87.373 (meters)      286.66  (feet) COMP
 DO8371  MODELED GRAVITY -    979,582.2   (mgal)                       NAVD 88
 DO8371
 DO8371  VERT ORDER      -  SECOND    CLASS I
 DO8371
 DO8371.The horizontal coordinates were established by autonomous hand held GPS
 DO8371.observations and have an estimated accuracy of +/- 10 meters.
 DO8371
 DO8371.The orthometric height was determined by differential leveling and
 DO8371.adjusted by the NATIONAL GEODETIC SURVEY
 DO8371.in February 2014.
 DO8371
 DO8371.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8371.GEOID18 height accuracy estimate available here.
 DO8371
 DO8371.Click photographs - Photos may exist for this station.
 DO8371
 DO8371.The dynamic height is computed by dividing the NAVD 88
 DO8371.geopotential number by the normal gravity value computed on the
 DO8371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8371.degrees latitude (g = 980.6199 gals.).
 DO8371
 DO8371.The modeled gravity was interpolated from observed gravity values.
 DO8371
 DO8371;                    North         East    Units  Estimated Accuracy
 DO8371;SPC AR S     -   511,045.      247,965.      MT  (+/- 10 meters HH2 GPS)
 DO8371
 DO8371_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT4072724296(NAD 83)
 DO8371
 DO8371                          SUPERSEDED SURVEY CONTROL
 DO8371
 DO8371.No superseded survey control is available for this station.
 DO8371
 DO8371_MARKER: X = CHISELED CROSS
 DO8371_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DO8371_SP_SET: MAN HOLE RIM
 DO8371_STAMPING: L 337 2013
 DO8371_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO8371_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO8371_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO8371+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2013
 DO8371
 DO8371  HISTORY     - Date     Condition        Report By
 DO8371  HISTORY     - 20130326 MONUMENTED       ARHD
 DO8371
 DO8371                          STATION DESCRIPTION
 DO8371
 DO8371'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (JDH)
 DO8371'THE STATION IS LOCATED ABOUT 8.4 KM (5.2 MI) EAST-NORTHEAST OF
 DO8371'SHEPPARD, 7.7 KM (4.8 MI) NORTH OF SPRING HILL AND 4.6 KM (2.9 MI)
 DO8371'WEST-SOUTHWEST OF HOPE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DO8371'
 DO8371'TO REACH FROM THE INTERSECTION OF TO REACH FROM THE INTERSECTION OF
 DO8371'HIGHWAY 355 AND HIGHWAY 67, GO NORTH ALONG HIGHWAY 67 FOR 10.6 MI
 DO8371'(17.1 KM) TO THE STATION ON THE RIGHT, A X IN THE RIM OF A MAN HOLE.
 DO8371'
 DO8371'IT IS 64 M (210.0 FT) WEST OF A FIBER OPTIC CABLE MARKER, 11.7 M (38.4
 DO8371'FT) SOUTH OF THE CENTERLINE OF HIGHWAY 67 AND 6.9 M (22.6 FT) NORTH OF
 DO8371'A BARBWIRE FENCE.
 DO8371'
 DO8371'NOTE-THE DATUM POINT IS STAMPED ON THE NORTH EDGE OF A MANHOLE RIM.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DP5063 ***********************************************************************
 DP5063  DESIGNATION -  L 338
 DP5063  PID         -  DP5063
 DP5063  STATE/COUNTY-  AR/PULASKI
 DP5063  COUNTRY     -  US
 DP5063  USGS QUAD   -  ALEXANDER (2017)
 DP5063
 DP5063                         *CURRENT SURVEY CONTROL
 DP5063  ______________________________________________________________________
 DP5063* NAD 83(1986) POSITION- 34 38 58.5    (N) 092 25 03.3    (W)   HD_HELD2
 DP5063* NAVD 88 ORTHO HEIGHT -    92.729 (meters)      304.23  (feet) ADJUSTED
 DP5063  ______________________________________________________________________
 DP5063  GEOID HEIGHT    -        -26.457 (meters)                     GEOID18
 DP5063  DYNAMIC HEIGHT  -         92.643 (meters)      303.95  (feet) COMP
 DP5063  MODELED GRAVITY -    979,707.6   (mgal)                       NAVD 88
 DP5063
 DP5063  VERT ORDER      -  SECOND    CLASS I
 DP5063
 DP5063.The horizontal coordinates were established by autonomous hand held GPS
 DP5063.observations and have an estimated accuracy of +/- 10 meters.
 DP5063
 DP5063.The orthometric height was determined by differential leveling and
 DP5063.adjusted by the NATIONAL GEODETIC SURVEY
 DP5063.in December 2014.
 DP5063
 DP5063.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5063.GEOID18 height accuracy estimate available here.
 DP5063
 DP5063.Click photographs - Photos may exist for this station.
 DP5063
 DP5063.The dynamic height is computed by dividing the NAVD 88
 DP5063.geopotential number by the normal gravity value computed on the
 DP5063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5063.degrees latitude (g = 980.6199 gals.).
 DP5063
 DP5063.The modeled gravity was interpolated from observed gravity values.
 DP5063
 DP5063;                    North         East    Units  Estimated Accuracy
 DP5063;SPC AR S     -   620,013.      361,719.      MT  (+/- 10 meters HH2 GPS)
 DP5063
 DP5063_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5337234338(NAD 83)
 DP5063
 DP5063                          SUPERSEDED SURVEY CONTROL
 DP5063
 DP5063.No superseded survey control is available for this station.
 DP5063
 DP5063_MARKER: DB = BENCH MARK DISK
 DP5063_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DP5063_SP_SET: BRIDGE PARAPET WALL
 DP5063_STAMPING: L 338 2013
 DP5063_MARK LOGO: ARHD
 DP5063_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5063_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP5063_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP5063+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2013
 DP5063
 DP5063  HISTORY     - Date     Condition        Report By
 DP5063  HISTORY     - 20130910 MONUMENTED       ARHD
 DP5063
 DP5063                          STATION DESCRIPTION
 DP5063
 DP5063'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (JDH)
 DP5063'THE STATION IS LOCATED ABOUT 9.7 MI (15.6 KM) EAST OF CONGO, 5.5 MI
 DP5063'(8.8 KM) NORTHEAST OF BRYANT AND 1.9 MI (3.1 KM) NORTHEAST OF
 DP5063'ALEXANDER.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DP5063'
 DP5063'TO REACH FROM THE INTERSECTION OF BASELINE ROAD AND NORTH FRONTAGE
 DP5063'ROAD PARALLELING I-30, GO WEST ON NORTH FRONTAGE ROAD FOR 2.7 MI (4.3
 DP5063'KM) TO THE STATION ON THE LEFT IN THE SOUTHEAST CORNER OF THE BRIDGE
 DP5063'PARAPET WALL.
 DP5063'
 DP5063'IT IS 4 FT (1.2 M) ABOVE THE BRIDGE DECK, 17 FT (5.2 M) SOUTHEAST OF
 DP5063'THE CENTERLINE OF NORTH FRONTAGE ROAD AND 10 FT (3.0 M) NORTH OF
 DP5063'OVERPASS BRIDGE PILLING.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DP5087 ***********************************************************************
 DP5087  DESIGNATION -  L 340
 DP5087  PID         -  DP5087
 DP5087  STATE/COUNTY-  AR/SALINE
 DP5087  COUNTRY     -  US
 DP5087  USGS QUAD   -  LONSDALE (2017)
 DP5087
 DP5087                         *CURRENT SURVEY CONTROL
 DP5087  ______________________________________________________________________
 DP5087* NAD 83(1986) POSITION- 34 32 44.8    (N) 092 45 13.9    (W)   HD_HELD2
 DP5087* NAVD 88 ORTHO HEIGHT -   108.757 (meters)      356.81  (feet) ADJUSTED
 DP5087  ______________________________________________________________________
 DP5087  GEOID HEIGHT    -        -26.633 (meters)                     GEOID18
 DP5087  DYNAMIC HEIGHT  -        108.655 (meters)      356.48  (feet) COMP
 DP5087  MODELED GRAVITY -    979,688.3   (mgal)                       NAVD 88
 DP5087
 DP5087  VERT ORDER      -  SECOND    CLASS I
 DP5087
 DP5087.The horizontal coordinates were established by autonomous hand held GPS
 DP5087.observations and have an estimated accuracy of +/- 10 meters.
 DP5087
 DP5087.The orthometric height was determined by differential leveling and
 DP5087.adjusted by the NATIONAL GEODETIC SURVEY
 DP5087.in December 2014.
 DP5087
 DP5087.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5087.GEOID18 height accuracy estimate available here.
 DP5087
 DP5087.Click photographs - Photos may exist for this station.
 DP5087
 DP5087.The dynamic height is computed by dividing the NAVD 88
 DP5087.geopotential number by the normal gravity value computed on the
 DP5087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5087.degrees latitude (g = 980.6199 gals.).
 DP5087
 DP5087.The modeled gravity was interpolated from observed gravity values.
 DP5087
 DP5087;                    North         East    Units  Estimated Accuracy
 DP5087;SPC AR S     -   608,675.      330,807.      MT  (+/- 10 meters HH2 GPS)
 DP5087
 DP5087_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU2258422700(NAD 83)
 DP5087
 DP5087                          SUPERSEDED SURVEY CONTROL
 DP5087
 DP5087.No superseded survey control is available for this station.
 DP5087
 DP5087_MARKER: DB = BENCH MARK DISK
 DP5087_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP5087_SP_SET: BRIDGE ABUTMENT
 DP5087_STAMPING: L 340 2014
 DP5087_MARK LOGO: ARHD
 DP5087_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5087_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP5087_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP5087+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2014
 DP5087
 DP5087  HISTORY     - Date     Condition        Report By
 DP5087  HISTORY     - 20140618 MONUMENTED       ARHD
 DP5087
 DP5087                          STATION DESCRIPTION
 DP5087
 DP5087'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (JDH)
 DP5087'THE STATION IS LOCATED ABOUT 8.8 MI (14.2 KM) NORTHWEST OF TRASK WOOD,
 DP5087'7.4 MI (11.9 KM) WEST-NORTHWEST OF HASKELL AND 3.1 MI (5.0 KM) EAST OF
 DP5087'LONSDALE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DP5087'
 DP5087'TO REACH FROM THE INTERSECTION OF I-30 AND HIGHWAY 70, GO WEST ON
 DP5087'HIGHWAY 70 FOR 4.95 MI (8.0 KM) TO THE STATION ON THE RIGHT.
 DP5087'
 DP5087'IT IS IN THE NORTHWEST CORNER OF A BRIDGE ABUTMENT, 19 FT (5.8 M)
 DP5087'NORTH OF HIGHWAY 70 CENTERLINE AND 2 FT (0.6 M) NORTH OF A GUARD RAIL.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DP6903 ***********************************************************************
 DP6903  DESIGNATION -  L 341
 DP6903  PID         -  DP6903
 DP6903  STATE/COUNTY-  AR/WHITE
 DP6903  COUNTRY     -  US
 DP6903  USGS QUAD   -  VELVET RIDGE (2017)
 DP6903
 DP6903                         *CURRENT SURVEY CONTROL
 DP6903  ______________________________________________________________________
 DP6903* NAD 83(1986) POSITION- 35 24 29.7    (N) 091 34 25.1    (W)   HD_HELD2
 DP6903* NAVD 88 ORTHO HEIGHT -   192.346 (meters)      631.06  (feet) ADJUSTED
 DP6903  ______________________________________________________________________
 DP6903  GEOID HEIGHT    -        -27.249 (meters)                     GEOID18
 DP6903  DYNAMIC HEIGHT  -        192.173 (meters)      630.49  (feet) COMP
 DP6903  MODELED GRAVITY -    979,730.6   (mgal)                       NAVD 88
 DP6903
 DP6903  VERT ORDER      -  SECOND    CLASS I
 DP6903
 DP6903.The horizontal coordinates were established by autonomous hand held GPS
 DP6903.observations and have an estimated accuracy of +/- 10 meters.
 DP6903
 DP6903.The orthometric height was determined by differential leveling and
 DP6903.adjusted by the NATIONAL GEODETIC SURVEY
 DP6903.in October 2015.
 DP6903
 DP6903.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6903.GEOID18 height accuracy estimate available here.
 DP6903
 DP6903.Click photographs - Photos may exist for this station.
 DP6903
 DP6903.The dynamic height is computed by dividing the NAVD 88
 DP6903.geopotential number by the normal gravity value computed on the
 DP6903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6903.degrees latitude (g = 980.6199 gals.).
 DP6903
 DP6903.The modeled gravity was interpolated from observed gravity values.
 DP6903
 DP6903;                    North         East    Units  Estimated Accuracy
 DP6903;SPC AR N     -   119,336.      438,725.      MT  (+/- 10 meters HH2 GPS)
 DP6903
 DP6903_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV2951219252(NAD 83)
 DP6903
 DP6903                          SUPERSEDED SURVEY CONTROL
 DP6903
 DP6903.No superseded survey control is available for this station.
 DP6903
 DP6903_MARKER: DB = BENCH MARK DISK
 DP6903_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DP6903_SP_SET: HEADWALL
 DP6903_STAMPING: L 341 2014
 DP6903_MARK LOGO: ARHD
 DP6903_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP6903+STABILITY: SURFACE MOTION
 DP6903_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6903+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2014
 DP6903
 DP6903  HISTORY     - Date     Condition        Report By
 DP6903  HISTORY     - 20140925 MONUMENTED       ARHD
 DP6903
 DP6903                          STATION DESCRIPTION
 DP6903
 DP6903'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (JDH)
 DP6903'THE STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) WEST OF BRADFORD, 6.6 MI
 DP6903'(10.6 KM) EAST-SOUTHEAST OF STEPROCK AND IN THE TOWN OF VELVET RIDGE,
 DP6903'AR.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DP6903'
 DP6903'TO REACH FROM THE INTERSECTION OF US I-67 AND US HIGHWAY 167, GO NORTH
 DP6903'ALONG HIGHWAY 167 FOR 6.65 MI (10.7 KM) TO THE STATION ON THE RIGHT,
 DP6903'IN THE NORTH END OF THE EAST HEADWALL.
 DP6903'
 DP6903'IT IS 70 FT (21.3 M) EAST OF HIGHWAY 167 CENTERLINE, 22 FT (6.7 M)
 DP6903'WEST OF A FENCE AND 7 FT (2.1 M) NORTH OF A 36 INCH (91 CM) CONCRETE
 DP6903'CULVERT.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DP8064 ***********************************************************************
 DP8064  DESIGNATION -  L 342
 DP8064  PID         -  DP8064
 DP8064  STATE/COUNTY-  AR/SEBASTIAN
 DP8064  COUNTRY     -  US
 DP8064  USGS QUAD   -  SOUTH FORT SMITH (2017)
 DP8064
 DP8064                         *CURRENT SURVEY CONTROL
 DP8064  ______________________________________________________________________
 DP8064* NAD 83(2011) POSITION- 35 18 32.49720(N) 094 23 25.71617(W)   ADJUSTED
 DP8064* NAD 83(2011) ELLIP HT-   119.595 (meters)        (11/06/18)   ADJUSTED
 DP8064* NAD 83(2011) EPOCH   -  2010.00
 DP8064* NAVD 88 ORTHO HEIGHT -   149.961 (meters)      492.00  (feet) ADJUSTED
 DP8064  ______________________________________________________________________
 DP8064  GEOID HEIGHT    -        -30.358 (meters)                     GEOID18
 DP8064  NAD 83(2011) X  -   -398,902.733 (meters)                     COMP
 DP8064  NAD 83(2011) Y  - -5,195,492.910 (meters)                     COMP
 DP8064  NAD 83(2011) Z  -  3,665,967.091 (meters)                     COMP
 DP8064  LAPLACE CORR    -          1.83  (seconds)                    DEFLEC18
 DP8064  DYNAMIC HEIGHT  -        149.818 (meters)      491.53  (feet) COMP
 DP8064  MODELED GRAVITY -    979,679.4   (mgal)                       NAVD 88
 DP8064
 DP8064  VERT ORDER      -  FIRST     CLASS II
 DP8064
 DP8064  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP8064  Standards:
 DP8064         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP8064            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP8064  -------------------------------------------------------------------
 DP8064  NETWORK    0.76   2.78           0.35   0.26   1.42     -0.01626074
 DP8064  -------------------------------------------------------------------
 DP8064  Click here for local accuracies and other accuracy information.
 DP8064
 DP8064.The horizontal coordinates were established by GPS observations
 DP8064.and adjusted by the ARKANSAS DEPT OF TRANS in November 2018.
 DP8064
 DP8064.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP8064.been affixed to the stable North American tectonic plate. See 
 DP8064.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP8064
 DP8064.The horizontal coordinates are valid at the epoch date displayed above
 DP8064.which is a decimal equivalence of Year/Month/Day.
 DP8064
 DP8064.The orthometric height was determined by differential leveling and
 DP8064.adjusted by the NATIONAL GEODETIC SURVEY
 DP8064.in November 2015.
 DP8064
 DP8064.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8064.GEOID18 height accuracy estimate available here.
 DP8064
 DP8064.Click photographs - Photos may exist for this station.
 DP8064
 DP8064.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP8064
 DP8064.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP8064
 DP8064.The ellipsoidal height was determined by GPS observations
 DP8064.and is referenced to NAD 83.
 DP8064
 DP8064.The dynamic height is computed by dividing the NAVD 88
 DP8064.geopotential number by the normal gravity value computed on the
 DP8064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8064.degrees latitude (g = 980.6199 gals.).
 DP8064
 DP8064.The modeled gravity was interpolated from observed gravity values.
 DP8064
 DP8064. The following values were computed from the NAD 83(2011) position.
 DP8064
 DP8064;                    North         East     Units Scale Factor Converg.
 DP8064;SPC AR N     -   110,883.429   182,634.149   MT  0.99994741   -1 23 27.7
 DP8064;SPC AR N     -   363,790.05    599,192.20   sFT  0.99994741   -1 23 27.7
 DP8064;UTM  15      - 3,908,200.515   373,591.422   MT  0.99979692   -0 48 13.6
 DP8064
 DP8064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP8064!SPC AR N     -   0.99998123  x   0.99994741  =   0.99992864
 DP8064!UTM  15      -   0.99998123  x   0.99979692  =   0.99977815
 DP8064
 DP8064_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV7359108200(NAD 83)
 DP8064
 DP8064                          SUPERSEDED SURVEY CONTROL
 DP8064
 DP8064.No superseded survey control is available for this station.
 DP8064
 DP8064_MARKER: DB = BENCH MARK DISK
 DP8064_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DP8064_SP_SET: DROP INLET
 DP8064_STAMPING: L 342 2015
 DP8064_MARK LOGO: ARHD
 DP8064_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP8064_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP8064_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8064+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2018
 DP8064
 DP8064  HISTORY     - Date     Condition        Report By
 DP8064  HISTORY     - 20150107 MONUMENTED       ARHD
 DP8064  HISTORY     - 20180925 GOOD             ARHD
 DP8064
 DP8064                          STATION DESCRIPTION
 DP8064
 DP8064'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 DP8064'THE STATION IS LOCATED ABOUT 5.3 MI (8.5 KM) SOUTH OF FORT SMITH, 5.2
 DP8064'MI (8.4 KM) WEST-SOUTHWEST OF BARLING AND 1.6 MI (2.6 KM)
 DP8064'SOUTH-SOUTHEAST OF SOUTH FORT SMITH.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DP8064'
 DP8064'TO REACH FROM THE INTERSECTION OF US I-540 AND STATE HIGHWAY 255, GO
 DP8064'SOUTH ON HIGHWAY 255 FOR 0.4 MI (0.6 KM) THEN TURN RIGHT ON STATE
 DP8064'HIGHWAY 45 AND GO SOUTH ON HIGHWAY 45 FOR 1.12 MI (1.8 KM) TO CITY
 DP8064'STREET AYERS ROAD.  TURN RIGHT AND GO WEST ON AYERS ROAD FOR 0.25 MI
 DP8064'(0.4 KM) TO CITY STREET BALL ROAD.  TURN LEFT AND GO SOUTH ON BALL
 DP8064'ROAD FOR 0.02 MI (0.0 KM) TO THE STATION ON THE LEFT, IN A DROP INLET.
 DP8064'IT IS 59 FT (18.0 M) EAST OF A FIRE HYDRANT, 34 FT (10.4 M) SOUTH OF A
 DP8064'CONCRETE DRIVE, 25 FT (7.6 M) EAST OF BALL ROAD CENTERLINE AND 10 FT
 DP8064'(3.0 M) SOUTH OF A COMBINATION POLE.
 DP8064
 DP8064                          STATION RECOVERY (2018)
 DP8064
 DP8064'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (JAW)
 DP8064'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ4466 ***********************************************************************
 DQ4466  DESIGNATION -  L 343
 DQ4466  PID         -  DQ4466
 DQ4466  STATE/COUNTY-  AR/JEFFERSON
 DQ4466  COUNTRY     -  US
 DQ4466  USGS QUAD   -  LADD (2017)
 DQ4466
 DQ4466                         *CURRENT SURVEY CONTROL
 DQ4466  ______________________________________________________________________
 DQ4466* NAD 83(1986) POSITION- 34 12 53.9    (N) 091 56 21.8    (W)   HD_HELD2
 DQ4466* NAVD 88 ORTHO HEIGHT -    62.072 (meters)      203.65  (feet) ADJUSTED
 DQ4466  ______________________________________________________________________
 DQ4466  GEOID HEIGHT    -        -25.984 (meters)                     GEOID18
 DQ4466  DYNAMIC HEIGHT  -         62.011 (meters)      203.45  (feet) COMP
 DQ4466  MODELED GRAVITY -    979,665.3   (mgal)                       NAVD 88
 DQ4466
 DQ4466  VERT ORDER      -  FIRST     CLASS II
 DQ4466
 DQ4466.The horizontal coordinates were established by autonomous hand held GPS
 DQ4466.observations and have an estimated accuracy of +/- 10 meters.
 DQ4466
 DQ4466.The orthometric height was determined by differential leveling and
 DQ4466.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4466.in February 2017.
 DQ4466
 DQ4466.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4466.GEOID18 height accuracy estimate available here.
 DQ4466
 DQ4466.Click photographs - Photos may exist for this station.
 DQ4466
 DQ4466.The dynamic height is computed by dividing the NAVD 88
 DQ4466.geopotential number by the normal gravity value computed on the
 DQ4466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4466.degrees latitude (g = 980.6199 gals.).
 DQ4466
 DQ4466.The modeled gravity was interpolated from observed gravity values.
 DQ4466
 DQ4466;                    North         East    Units  Estimated Accuracy
 DQ4466;SPC AR S     -   571,728.      405,585.      MT  (+/- 10 meters HH2 GPS)
 DQ4466
 DQ4466_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT9769986500(NAD 83)
 DQ4466
 DQ4466                          SUPERSEDED SURVEY CONTROL
 DQ4466
 DQ4466.No superseded survey control is available for this station.
 DQ4466
 DQ4466_MARKER: DB = BENCH MARK DISK
 DQ4466_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ4466_SP_SET: HEADWALL
 DQ4466_STAMPING: L 343 2015
 DQ4466_MARK LOGO: ARHD
 DQ4466_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ4466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ4466+STABILITY: SURFACE MOTION
 DQ4466
 DQ4466  HISTORY     - Date     Condition        Report By
 DQ4466  HISTORY     - 20150623 MONUMENTED       ARHD
 DQ4466
 DQ4466                          STATION DESCRIPTION
 DQ4466
 DQ4466'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 DQ4466'THE STATION IS LOCATED ABOUT 5.4 MI (8.7 KM) NORTH-NORTHWEST OF LADD,
 DQ4466'5.2 MI (8.4 KM) SOUTH-SOUTHWEST OF ROB ROY AND 3.8 MI (6.1 KM)
 DQ4466'EAST-SOUTHEAST OF PINE BLUFF.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ4466'
 DQ4466'TO REACH FROM THE INTERSECTION OF US HIGHWAY 79/63 AND US HIGHWAY 65
 DQ4466'B, GO NORTH ON HIGHWAY 79/63 FOR 1.6 MI (2.6 KM) TO THE STATION ON THE
 DQ4466'LEFT, IN THE EAST END OF THE NORTH HEADWALL.
 DQ4466'
 DQ4466'IT IS 56 FT (17.1 M) NORTH OF HIGHWAY 79 CENTERLINE AND 15 FT (4.6 M)
 DQ4466'EAST OF CENTER OF CREEK.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ3511 ***********************************************************************
 DQ3511  DESIGNATION -  L 344
 DQ3511  PID         -  DQ3511
 DQ3511  STATE/COUNTY-  AR/VAN BUREN
 DQ3511  COUNTRY     -  US
 DQ3511  USGS QUAD   -  CLINTON (2017)
 DQ3511
 DQ3511                         *CURRENT SURVEY CONTROL
 DQ3511  ______________________________________________________________________
 DQ3511* NAD 83(1986) POSITION- 35 32 48.2    (N) 092 26 51.6    (W)   HD_HELD2
 DQ3511* NAVD 88 ORTHO HEIGHT -   219.029 (meters)      718.60  (feet) ADJUSTED
 DQ3511  ______________________________________________________________________
 DQ3511  GEOID HEIGHT    -        -27.955 (meters)                     GEOID18
 DQ3511  DYNAMIC HEIGHT  -        218.830 (meters)      717.94  (feet) COMP
 DQ3511  MODELED GRAVITY -    979,717.7   (mgal)                       NAVD 88
 DQ3511
 DQ3511  VERT ORDER      -  SECOND    CLASS I
 DQ3511
 DQ3511.The horizontal coordinates were established by autonomous hand held GPS
 DQ3511.observations and have an estimated accuracy of +/- 10 meters.
 DQ3511
 DQ3511.The orthometric height was determined by differential leveling and
 DQ3511.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3511.in January 2017.
 DQ3511
 DQ3511.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3511.GEOID18 height accuracy estimate available here.
 DQ3511
 DQ3511.Click photographs - Photos may exist for this station.
 DQ3511
 DQ3511.The dynamic height is computed by dividing the NAVD 88
 DQ3511.geopotential number by the normal gravity value computed on the
 DQ3511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3511.degrees latitude (g = 980.6199 gals.).
 DQ3511
 DQ3511.The modeled gravity was interpolated from observed gravity values.
 DQ3511
 DQ3511;                    North         East    Units  Estimated Accuracy
 DQ3511;SPC AR N     -   134,707.      359,410.      MT  (+/- 10 meters HH2 GPS)
 DQ3511
 DQ3511_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV5006433815(NAD 83)
 DQ3511
 DQ3511                          SUPERSEDED SURVEY CONTROL
 DQ3511
 DQ3511.No superseded survey control is available for this station.
 DQ3511
 DQ3511_MARKER: DB = BENCH MARK DISK
 DQ3511_SETTING: 66 = SET IN ROCK OUTCROP
 DQ3511_STAMPING: L 344 2015
 DQ3511_MARK LOGO: ARHD
 DQ3511_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ3511_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DQ3511+STABILITY: POSITION/ELEVATION WELL
 DQ3511_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3511+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2015
 DQ3511
 DQ3511  HISTORY     - Date     Condition        Report By
 DQ3511  HISTORY     - 20150909 MONUMENTED       ARHD
 DQ3511
 DQ3511                          STATION DESCRIPTION
 DQ3511
 DQ3511'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 DQ3511'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) NORTH-NORTHWEST OF BEE
 DQ3511'BRANCH, 6.8 MI (10.9 KM) NORTH-NORTHEAST OF FORMOSA AND 3.2 MI (5.1
 DQ3511'KM) SOUTH-SOUTHEAST OF CLINTON.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ3511'
 DQ3511'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 9,
 DQ3511'GO NORTH ON HIGHWAY 65 FOR 1.4 MI (2.3 KM) TO THE STATION ON THE LEFT,
 DQ3511'IN A 2X2' ROCK.
 DQ3511'
 DQ3511'IT IS 74 FT (22.6 M) WEST OF HIGHWAY 65 CENTERLINE, 61 FT (18.6 M)
 DQ3511'SOUTH OF AN ASPHALT DRIVE NUMBER 3384, 28 FT (8.5 M) NORTH OF AN
 DQ3511'ASPHALT DRIVE NUMBER 3410 AND 23 FT (7.0 M) EAST OF A FIRE HYDRANT.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ3543 ***********************************************************************
 DQ3543  DESIGNATION -  L 345
 DQ3543  PID         -  DQ3543
 DQ3543  STATE/COUNTY-  AR/VAN BUREN
 DQ3543  COUNTRY     -  US
 DQ3543  USGS QUAD   -  LESLIE (2017)
 DQ3543
 DQ3543                         *CURRENT SURVEY CONTROL
 DQ3543  ______________________________________________________________________
 DQ3543* NAD 83(1986) POSITION- 35 46 45.52   (N) 092 31 43.55   (W)   HD_HELD1
 DQ3543* NAVD 88 ORTHO HEIGHT -   442.347 (meters)     1451.27  (feet) ADJUSTED
 DQ3543  ______________________________________________________________________
 DQ3543  GEOID HEIGHT    -        -27.889 (meters)                     GEOID18
 DQ3543  DYNAMIC HEIGHT  -        441.940 (meters)     1449.93  (feet) COMP
 DQ3543  MODELED GRAVITY -    979,697.7   (mgal)                       NAVD 88
 DQ3543
 DQ3543  VERT ORDER      -  SECOND    CLASS I
 DQ3543
 DQ3543.The horizontal coordinates were determined by differentially corrected
 DQ3543.hand held GPS observations or other comparable positioning techniques
 DQ3543.and have an estimated accuracy of +/- 3 meters.
 DQ3543
 DQ3543.The orthometric height was determined by differential leveling and
 DQ3543.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3543.in January 2017.
 DQ3543
 DQ3543.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3543.GEOID18 height accuracy estimate available here.
 DQ3543
 DQ3543.Click photographs - Photos may exist for this station.
 DQ3543
 DQ3543.The dynamic height is computed by dividing the NAVD 88
 DQ3543.geopotential number by the normal gravity value computed on the
 DQ3543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3543.degrees latitude (g = 980.6199 gals.).
 DQ3543
 DQ3543.The modeled gravity was interpolated from observed gravity values.
 DQ3543
 DQ3543;                    North         East    Units  Estimated Accuracy
 DQ3543;SPC AR N     -   160,548.2     352,195.2     MT  (+/- 3 meters HH1 GPS) 
 DQ3543
 DQ3543_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV4258959573(NAD 83)
 DQ3543
 DQ3543                          SUPERSEDED SURVEY CONTROL
 DQ3543
 DQ3543.No superseded survey control is available for this station.
 DQ3543
 DQ3543_MARKER: DB = BENCH MARK DISK
 DQ3543_SETTING: 66 = SET IN ROCK OUTCROP
 DQ3543_STAMPING: L 345 2015
 DQ3543_MARK LOGO: ARHD
 DQ3543_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ3543_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DQ3543+STABILITY: POSITION/ELEVATION WELL
 DQ3543_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3543+SATELLITE: SATELLITE OBSERVATIONS - November 24, 2015
 DQ3543
 DQ3543  HISTORY     - Date     Condition        Report By
 DQ3543  HISTORY     - 20151124 MONUMENTED       ARHD
 DQ3543
 DQ3543                          STATION DESCRIPTION
 DQ3543
 DQ3543'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 DQ3543'THE STATION IS LOCATED ABOUT 5.9 MI (9.5 KM) SOUTHWEST OF OXLEY, 5.6
 DQ3543'MI (9.0 KM) NORTH OF BOTKINBURG AND 3.9 MI (6.3 KM) SOUTH-SOUTHEAST OF
 DQ3543'LESLIE.  OWNERSHIP--HEATH HALTON.
 DQ3543'
 DQ3543'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 254,
 DQ3543'GO NORTH ON HIGHWAY 65 FOR 1.7 MI (2.7 KM) TO THE STATION ON THE
 DQ3543'RIGHT.
 DQ3543'
 DQ3543'IT IS 108 FT (32.9 M) SOUTHEAST OF THE SOUTHEAST FENCE CORNER AROUND A
 DQ3543'TOWER, 62 FT (18.9 M) SOUTH OF A FENCE CORNER, 185 FT (56.4 M)
 DQ3543'SOUTHEAST OF THE SOUTHEAST CORNER OF THE COUNTRY STORE AND 18 FT (5.5
 DQ3543'M) EAST OF A PRIVATE DRIVE CENTERLINE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ3572 ***********************************************************************
 DQ3572  DESIGNATION -  L 346
 DQ3572  PID         -  DQ3572
 DQ3572  STATE/COUNTY-  AR/SEARCY
 DQ3572  COUNTRY     -  US
 DQ3572  USGS QUAD   -  MARSHALL (2017)
 DQ3572
 DQ3572                         *CURRENT SURVEY CONTROL
 DQ3572  ______________________________________________________________________
 DQ3572* NAD 83(1986) POSITION- 35 54 31.08   (N) 092 39 16.46   (W)   HD_HELD1
 DQ3572* NAVD 88 ORTHO HEIGHT -   288.091 (meters)      945.18  (feet) ADJUSTED
 DQ3572  ______________________________________________________________________
 DQ3572  GEOID HEIGHT    -        -28.133 (meters)                     GEOID18
 DQ3572  DYNAMIC HEIGHT  -        287.828 (meters)      944.32  (feet) COMP
 DQ3572  MODELED GRAVITY -    979,713.0   (mgal)                       NAVD 88
 DQ3572
 DQ3572  VERT ORDER      -  SECOND    CLASS I
 DQ3572
 DQ3572.The horizontal coordinates were determined by differentially corrected
 DQ3572.hand held GPS observations or other comparable positioning techniques
 DQ3572.and have an estimated accuracy of +/- 3 meters.
 DQ3572
 DQ3572.The orthometric height was determined by differential leveling and
 DQ3572.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3572.in January 2017.
 DQ3572
 DQ3572.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3572.GEOID18 height accuracy estimate available here.
 DQ3572
 DQ3572.Click photographs - Photos may exist for this station.
 DQ3572
 DQ3572.The dynamic height is computed by dividing the NAVD 88
 DQ3572.geopotential number by the normal gravity value computed on the
 DQ3572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3572.degrees latitude (g = 980.6199 gals.).
 DQ3572
 DQ3572.The modeled gravity was interpolated from observed gravity values.
 DQ3572
 DQ3572;                    North         East    Units  Estimated Accuracy
 DQ3572;SPC AR N     -   174,964.5     340,916.6     MT  (+/- 3 meters HH1 GPS) 
 DQ3572
 DQ3572_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV3116873869(NAD 83)
 DQ3572
 DQ3572                          SUPERSEDED SURVEY CONTROL
 DQ3572
 DQ3572.No superseded survey control is available for this station.
 DQ3572
 DQ3572_MARKER: DB = BENCH MARK DISK
 DQ3572_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DQ3572_SP_SET: SIGN BASE
 DQ3572_STAMPING: L 346 2016
 DQ3572_MARK LOGO: ARHD
 DQ3572_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ3572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3572+STABILITY: SURFACE MOTION
 DQ3572_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3572+SATELLITE: SATELLITE OBSERVATIONS - January 27, 2016
 DQ3572
 DQ3572  HISTORY     - Date     Condition        Report By
 DQ3572  HISTORY     - 20160127 MONUMENTED       ARHD
 DQ3572
 DQ3572                          STATION DESCRIPTION
 DQ3572
 DQ3572'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 DQ3572'THE STATION IS LOCATED ABOUT 7.7 MI (12.4 KM) NORTHWEST OF LESLIE, 4.0
 DQ3572'MI (6.4 KM) NORTHEAST OF CANAAN AND 1.3 MI (2.1 KM) WEST OF MARSHALL.
 DQ3572'OWNERSHIP--WILLIS DALE HORTON.
 DQ3572'
 DQ3572'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 27,
 DQ3572'GO NORTH ON HIGHWAY 65 FOR 1.35 MI (2.17 KM) TO THE STATION ON THE
 DQ3572'RIGHT, IN AN OLD 2X2X1' CONCRETE SIGN BASE THAT HAS 4 ANCHOR BOLTS
 DQ3572'STICKING OUT OF IT.
 DQ3572'
 DQ3572'IT IS 90 FT (27.4 M) NORTH OF A BOX CULVERT ON THE NORTH SIDE OF
 DQ3572'HIGHWAY 65, 79 FT (24.1 M) NORTHEAST OF THE SOUTHEAST CORNER OF PIZZA
 DQ3572'HUT AND 65 FT (19.8 M) NORTHEAST OF THE NORTH SIDE OF PIZZA HUT SIGN.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ3602 ***********************************************************************
 DQ3602  DESIGNATION -  L 347
 DQ3602  PID         -  DQ3602
 DQ3602  STATE/COUNTY-  AR/SEARCY
 DQ3602  COUNTRY     -  US
 DQ3602  USGS QUAD   -  SAINT JOE (2017)
 DQ3602
 DQ3602                         *CURRENT SURVEY CONTROL
 DQ3602  ______________________________________________________________________
 DQ3602* NAD 83(1986) POSITION- 36 00 03.47   (N) 092 45 42.50   (W)   HD_HELD1
 DQ3602* NAVD 88 ORTHO HEIGHT -   276.489 (meters)      907.11  (feet) ADJUSTED
 DQ3602  ______________________________________________________________________
 DQ3602  GEOID HEIGHT    -        -28.327 (meters)                     GEOID18
 DQ3602  DYNAMIC HEIGHT  -        276.241 (meters)      906.30  (feet) COMP
 DQ3602  MODELED GRAVITY -    979,725.9   (mgal)                       NAVD 88
 DQ3602
 DQ3602  VERT ORDER      -  SECOND    CLASS I
 DQ3602
 DQ3602.The horizontal coordinates were determined by differentially corrected
 DQ3602.hand held GPS observations or other comparable positioning techniques
 DQ3602.and have an estimated accuracy of +/- 3 meters.
 DQ3602
 DQ3602.The orthometric height was determined by differential leveling and
 DQ3602.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3602.in January 2017.
 DQ3602
 DQ3602.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3602.GEOID18 height accuracy estimate available here.
 DQ3602
 DQ3602.Click photographs - Photos may exist for this station.
 DQ3602
 DQ3602.The dynamic height is computed by dividing the NAVD 88
 DQ3602.geopotential number by the normal gravity value computed on the
 DQ3602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3602.degrees latitude (g = 980.6199 gals.).
 DQ3602
 DQ3602.The modeled gravity was interpolated from observed gravity values.
 DQ3602
 DQ3602;                    North         East    Units  Estimated Accuracy
 DQ3602;SPC AR N     -   185,278.2     331,316.9     MT  (+/- 3 meters HH1 GPS) 
 DQ3602
 DQ3602_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV2146784081(NAD 83)
 DQ3602
 DQ3602                          SUPERSEDED SURVEY CONTROL
 DQ3602
 DQ3602.No superseded survey control is available for this station.
 DQ3602
 DQ3602_MARKER: DB = BENCH MARK DISK
 DQ3602_SETTING: 80 = SET IN A BOULDER
 DQ3602_STAMPING: L 347 2016
 DQ3602_MARK LOGO: ARHD
 DQ3602_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ3602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3602+STABILITY: SURFACE MOTION
 DQ3602_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3602+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2016
 DQ3602
 DQ3602  HISTORY     - Date     Condition        Report By
 DQ3602  HISTORY     - 20160309 MONUMENTED       ARHD
 DQ3602
 DQ3602                          STATION DESCRIPTION
 DQ3602
 DQ3602'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 DQ3602'THE STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) WEST-SOUTHWEST OF
 DQ3602'MAUMEE, 7.3 MI (11.7 KM) NORTH-NORTHEAST OF SNOWBALL AND 3.1 MI (5.0
 DQ3602'KM) SOUTHEAST OF SAINT JOE.  OWNERSHIP--RANDY-ADKINS.
 DQ3602'
 DQ3602'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 333,
 DQ3602'GO EAST ON HIGHWAY 333 FOR 0.1 MI (0.2 KM) TO THE STATION ON THE LEFT.
 DQ3602'IT IS 18 FT (5.5 M) SOUTH OF A FENCE CORNER, 108 FT (32.9 M) WEST OF
 DQ3602'THE WEST POWER POLE OF A TRANSMISSION LINE, 104 FT (31.7 M) NORTH OF
 DQ3602'HIGHWAY 333 CENTERLINE, 73 FT (22.3 M) NORTH OF A FENCE CORNER AND
 DQ3602'WITNESS POST, 55 FT (16.8 M) NORTH OF THE WEST END OF DOUBLE METAL
 DQ3602'GATES AND 3 FT (0.9 M) WEST OF A FENCE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ3628 ***********************************************************************
 DQ3628  DESIGNATION -  L 348
 DQ3628  PID         -  DQ3628
 DQ3628  STATE/COUNTY-  AR/NEWTON
 DQ3628  COUNTRY     -  US
 DQ3628  USGS QUAD   -  WESTERN GROVE (2017)
 DQ3628
 DQ3628                         *CURRENT SURVEY CONTROL
 DQ3628  ______________________________________________________________________
 DQ3628* NAD 83(1986) POSITION- 36 04 37.3    (N) 092 56 43.8    (W)   HD_HELD2
 DQ3628* NAVD 88 ORTHO HEIGHT -   382.448 (meters)     1254.75  (feet) ADJUSTED
 DQ3628  ______________________________________________________________________
 DQ3628  GEOID HEIGHT    -        -28.324 (meters)                     GEOID18
 DQ3628  DYNAMIC HEIGHT  -        382.102 (meters)     1253.61  (feet) COMP
 DQ3628  MODELED GRAVITY -    979,715.6   (mgal)                       NAVD 88
 DQ3628
 DQ3628  VERT ORDER      -  SECOND    CLASS I
 DQ3628
 DQ3628.The horizontal coordinates were established by autonomous hand held GPS
 DQ3628.observations and have an estimated accuracy of +/- 10 meters.
 DQ3628
 DQ3628.The orthometric height was determined by differential leveling and
 DQ3628.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3628.in January 2017.
 DQ3628
 DQ3628.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3628.GEOID18 height accuracy estimate available here.
 DQ3628
 DQ3628.Click photographs - Photos may exist for this station.
 DQ3628
 DQ3628.The dynamic height is computed by dividing the NAVD 88
 DQ3628.geopotential number by the normal gravity value computed on the
 DQ3628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3628.degrees latitude (g = 980.6199 gals.).
 DQ3628
 DQ3628.The modeled gravity was interpolated from observed gravity values.
 DQ3628
 DQ3628;                    North         East    Units  Estimated Accuracy
 DQ3628;SPC AR N     -   193,861.      314,837.      MT  (+/- 10 meters HH2 GPS)
 DQ3628
 DQ3628_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV0490792493(NAD 83)
 DQ3628
 DQ3628                          SUPERSEDED SURVEY CONTROL
 DQ3628
 DQ3628.No superseded survey control is available for this station.
 DQ3628
 DQ3628_MARKER: DB = BENCH MARK DISK
 DQ3628_SETTING: 66 = SET IN ROCK OUTCROP
 DQ3628_STAMPING: L 348 2016
 DQ3628_MARK LOGO: ARHD
 DQ3628_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ3628_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DQ3628+STABILITY: POSITION/ELEVATION WELL
 DQ3628_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3628+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2016
 DQ3628
 DQ3628  HISTORY     - Date     Condition        Report By
 DQ3628  HISTORY     - 20160420 MONUMENTED       ARHD
 DQ3628
 DQ3628                          STATION DESCRIPTION
 DQ3628
 DQ3628'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 DQ3628'THE STATION IS LOCATED ABOUT 7.1 MI (11.4 KM) NORTHEAST OF HASTY, 5.8
 DQ3628'MI (9.3 KM) SOUTH-SOUTHWEST OF EVERTON AND 1.7 MI (2.7 KM)
 DQ3628'SOUTH-SOUTHEAST OF WESTERN GROVE.  OWNERSHIP--JANE-BUCKNER.
 DQ3628'
 DQ3628'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 123
 DQ3628'SOUTH, GO SOUTH ON HIGHWAY 65 FOR 1.3 MI (2.1 KM) TO THE STATION ON
 DQ3628'THE LEFT.
 DQ3628'
 DQ3628'IT IS 130 FT (39.6 M) NORTHWEST OF HIGHWAY 65 CENTERLINE, 100 FT (30.5
 DQ3628'M) SOUTHEAST OF A POWER POLE WITH GUY WIRE, 36 FT (11.0 M) NORTHEAST
 DQ3628'OF A DRIVEWAY CENTERLINE AND 10 FT (3.0 M) SOUTHWEST OF A 5-BARB WIRE
 DQ3628'FENCE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ8648 ***********************************************************************
 DQ8648  DESIGNATION -  L 351
 DQ8648  PID         -  DQ8648
 DQ8648  STATE/COUNTY-  AR/DREW
 DQ8648  COUNTRY     -  US
 DQ8648  USGS QUAD   -  MONTICELLO NORTH (2017)
 DQ8648
 DQ8648                         *CURRENT SURVEY CONTROL
 DQ8648  ______________________________________________________________________
 DQ8648* NAD 83(1986) POSITION- 33 37 42.8    (N) 091 45 42.1    (W)   HD_HELD2
 DQ8648* NAVD 88 ORTHO HEIGHT -    86.284 (meters)      283.08  (feet) ADJUSTED
 DQ8648  ______________________________________________________________________
 DQ8648  GEOID HEIGHT    -        -25.748 (meters)                     GEOID18
 DQ8648  DYNAMIC HEIGHT  -         86.196 (meters)      282.79  (feet) COMP
 DQ8648  MODELED GRAVITY -    979,612.9   (mgal)                       NAVD 88
 DQ8648
 DQ8648  VERT ORDER      -  SECOND    CLASS I
 DQ8648
 DQ8648.The horizontal coordinates were established by autonomous hand held GPS
 DQ8648.observations and have an estimated accuracy of +/- 10 meters.
 DQ8648
 DQ8648.The orthometric height was determined by differential leveling and
 DQ8648.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8648.in July 2018.
 DQ8648
 DQ8648.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8648.GEOID18 height accuracy estimate available here.
 DQ8648
 DQ8648.Click photographs - Photos may exist for this station.
 DQ8648
 DQ8648.The dynamic height is computed by dividing the NAVD 88
 DQ8648.geopotential number by the normal gravity value computed on the
 DQ8648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8648.degrees latitude (g = 980.6199 gals.).
 DQ8648
 DQ8648.The modeled gravity was interpolated from observed gravity values.
 DQ8648
 DQ8648;                    North         East    Units  Estimated Accuracy
 DQ8648;SPC AR S     -   506,711.      422,110.      MT  (+/- 10 meters HH2 GPS)
 DQ8648
 DQ8648_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT1485321659(NAD 83)
 DQ8648
 DQ8648                          SUPERSEDED SURVEY CONTROL
 DQ8648
 DQ8648.No superseded survey control is available for this station.
 DQ8648
 DQ8648_MARKER: DB = BENCH MARK DISK
 DQ8648_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DQ8648_SP_SET: SIGN BASE
 DQ8648_STAMPING: L 351 2017
 DQ8648_MARK LOGO: ARHD
 DQ8648_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ8648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ8648+STABILITY: SURFACE MOTION
 DQ8648_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8648+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2017
 DQ8648
 DQ8648  HISTORY     - Date     Condition        Report By
 DQ8648  HISTORY     - 20171220 MONUMENTED       ARHD
 DQ8648
 DQ8648                          STATION DESCRIPTION
 DQ8648
 DQ8648'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2017 (JDH)
 DQ8648'THE STATION IS LOCATED ABOUT 9.8 MI (15.8 KM) EAST OF WILMAR, 9.7 MI
 DQ8648'(15.6 KM) NORTHWEST OF COMINTO AND 1.7 MI (2.7 KM) EAST OF MONTICELLO.
 DQ8648'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ8648'
 DQ8648'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 138 AND US HIGHWAY
 DQ8648'278, GO EAST FOR 0.7 MI (1.1 KM) TO THE STATION ON THE RIGHT.
 DQ8648'
 DQ8648'IT IS 91 FT (27.7 M) NORTHEAST OF THE NORTHWEST CORNER OF A METAL
 DQ8648'BUILDING, 45 FT (13.7 M) SOUTH OF HIGHWAY 278 CENTERLINE, 32 FT (9.8
 DQ8648'M) EAST OF A CONCRETE DRIVE CENTERLINE AND 23 FT (7.0 M) NORTH OF THE
 DQ8648'CENTER OF AN ABANDONED GAS PUMP ISLAND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ8679 ***********************************************************************
 DQ8679  DESIGNATION -  L 352
 DQ8679  PID         -  DQ8679
 DQ8679  STATE/COUNTY-  AR/DREW
 DQ8679  COUNTRY     -  US
 DQ8679  USGS QUAD   -  MCGEHEE NORTH (2017)
 DQ8679
 DQ8679                         *CURRENT SURVEY CONTROL
 DQ8679  ______________________________________________________________________
 DQ8679* NAD 83(1986) POSITION- 33 41 44.2    (N) 091 28 42.0    (W)   HD_HELD2
 DQ8679* NAVD 88 ORTHO HEIGHT -    46.478 (meters)      152.49  (feet) ADJUSTED
 DQ8679  ______________________________________________________________________
 DQ8679  GEOID HEIGHT    -        -26.073 (meters)                     GEOID18
 DQ8679  DYNAMIC HEIGHT  -         46.431 (meters)      152.33  (feet) COMP
 DQ8679  MODELED GRAVITY -    979,617.3   (mgal)                       NAVD 88
 DQ8679
 DQ8679  VERT ORDER      -  SECOND    CLASS I
 DQ8679
 DQ8679.The horizontal coordinates were established by autonomous hand held GPS
 DQ8679.observations and have an estimated accuracy of +/- 10 meters.
 DQ8679
 DQ8679.The orthometric height was determined by differential leveling and
 DQ8679.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8679.in July 2018.
 DQ8679
 DQ8679.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8679.GEOID18 height accuracy estimate available here.
 DQ8679
 DQ8679.Click photographs - Photos may exist for this station.
 DQ8679
 DQ8679.The dynamic height is computed by dividing the NAVD 88
 DQ8679.geopotential number by the normal gravity value computed on the
 DQ8679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8679.degrees latitude (g = 980.6199 gals.).
 DQ8679
 DQ8679.The modeled gravity was interpolated from observed gravity values.
 DQ8679
 DQ8679;                    North         East    Units  Estimated Accuracy
 DQ8679;SPC AR S     -   514,246.      448,362.      MT  (+/- 10 meters HH2 GPS)
 DQ8679
 DQ8679_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT4102829445(NAD 83)
 DQ8679
 DQ8679                          SUPERSEDED SURVEY CONTROL
 DQ8679
 DQ8679.No superseded survey control is available for this station.
 DQ8679
 DQ8679_MARKER: DB = BENCH MARK DISK
 DQ8679_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DQ8679_SP_SET: BELL BASE
 DQ8679_STAMPING: L 352 2018
 DQ8679_MARK LOGO: ARHD
 DQ8679_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ8679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ8679+STABILITY: SURFACE MOTION
 DQ8679_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ8679+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2018
 DQ8679
 DQ8679  HISTORY     - Date     Condition        Report By
 DQ8679  HISTORY     - 20180110 MONUMENTED       ARHD
 DQ8679
 DQ8679                          STATION DESCRIPTION
 DQ8679
 DQ8679'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (JDH)
 DQ8679'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) NORTHWEST OF MCGEHEE,
 DQ8679'5.4 MI (8.7 KM) SOUTH OF WINCHESTER AND 5.1 MI (8.2 KM) EAST OF SELMA.
 DQ8679'OWNERSHIP--TILLAR FARMS.
 DQ8679'
 DQ8679'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 277,
 DQ8679'GO SOUTH ON HIGHWAY 277 FOR 2.30 MI (3.70 KM) TO THE STATION ON THE
 DQ8679'LEFT, IN THE CONCRETE BASE OF A 4 INCH (10 CM) X 3 FT (0.9 M) SQUARE
 DQ8679'METAL BELL PEDESTAL WITH 3-3 INCH (8 CM) X 3 FT (0.9 M) PIPES AT 2 FT
 DQ8679'(0.6 M) APART.
 DQ8679'
 DQ8679'IT IS 78 FT (23.8 M) SOUTH OF HIGHWAY 277 CENTERLINE, 53 FT (16.2 M)
 DQ8679'EAST OF THE EAST PAVED DRIVE CENTERLINE OF THE TILLAR CEMETERY, 35 FT
 DQ8679'(10.7 M) SOUTHEAST OF THE EAST END OF A 4 INCH (10 CM) X 4 FT (1.2 M)
 DQ8679'METAL PIPE GATE AND 28 FT (8.5 M) SOUTHWEST OF A POWER POLE WITH GUY.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ8706 ***********************************************************************
 DQ8706  DESIGNATION -  L 353
 DQ8706  PID         -  DQ8706
 DQ8706  STATE/COUNTY-  AR/DESHA
 DQ8706  COUNTRY     -  US
 DQ8706  USGS QUAD   -  WINCHESTER (2017)
 DQ8706
 DQ8706                         *CURRENT SURVEY CONTROL
 DQ8706  ______________________________________________________________________
 DQ8706* NAD 83(1986) POSITION- 33 48 50.1    (N) 091 28 11.8    (W)   HD_HELD2
 DQ8706* NAVD 88 ORTHO HEIGHT -    48.294 (meters)      158.44  (feet) ADJUSTED
 DQ8706  ______________________________________________________________________
 DQ8706  GEOID HEIGHT    -        -26.058 (meters)                     GEOID18
 DQ8706  DYNAMIC HEIGHT  -         48.245 (meters)      158.28  (feet) COMP
 DQ8706  MODELED GRAVITY -    979,629.0   (mgal)                       NAVD 88
 DQ8706
 DQ8706  VERT ORDER      -  SECOND    CLASS I
 DQ8706
 DQ8706.The horizontal coordinates were established by autonomous hand held GPS
 DQ8706.observations and have an estimated accuracy of +/- 10 meters.
 DQ8706
 DQ8706.The orthometric height was determined by differential leveling and
 DQ8706.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8706.in July 2018.
 DQ8706
 DQ8706.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8706.GEOID18 height accuracy estimate available here.
 DQ8706
 DQ8706.Click photographs - Photos may exist for this station.
 DQ8706
 DQ8706.The dynamic height is computed by dividing the NAVD 88
 DQ8706.geopotential number by the normal gravity value computed on the
 DQ8706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8706.degrees latitude (g = 980.6199 gals.).
 DQ8706
 DQ8706.The modeled gravity was interpolated from observed gravity values.
 DQ8706
 DQ8706;                    North         East    Units  Estimated Accuracy
 DQ8706;SPC AR S     -   527,371.      449,072.      MT  (+/- 10 meters HH2 GPS)
 DQ8706
 DQ8706_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT4161142576(NAD 83)
 DQ8706
 DQ8706                          SUPERSEDED SURVEY CONTROL
 DQ8706
 DQ8706.No superseded survey control is available for this station.
 DQ8706
 DQ8706_MARKER: DB = BENCH MARK DISK
 DQ8706_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ8706_SP_SET: HEADWALL
 DQ8706_STAMPING: L 353 2018
 DQ8706_MARK LOGO: ARHD
 DQ8706_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ8706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ8706+STABILITY: SURFACE MOTION
 DQ8706_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8706+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2018
 DQ8706
 DQ8706  HISTORY     - Date     Condition        Report By
 DQ8706  HISTORY     - 20180307 MONUMENTED       ARHD
 DQ8706
 DQ8706                          STATION DESCRIPTION
 DQ8706
 DQ8706'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (JDH)
 DQ8706'THE STATION IS LOCATED ABOUT 7.6 MI (12.2 KM) EAST-SOUTHEAST OF GOURD,
 DQ8706'5.2 MI (8.4 KM) SOUTH-SOUTHEAST OF DUMAS AND 2.7 MI (4.3 KM) NORTH OF
 DQ8706'WINCHESTER.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ8706'
 DQ8706'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 138,
 DQ8706'GO NORTH ON HIGHWAY 65 FOR 2.55 MI (4.10 KM) TO THE STATION ON THE
 DQ8706'RIGHT, IN THE CENTER OF THE EAST HEADWALL.
 DQ8706'
 DQ8706'IT IS 300 FT (91.4 M) NORTH OF AN ASPHALT DRIVE CENTERLINE AND 20 FT
 DQ8706'(6.1 M) EAST OF HIGHWAY 65 NORTH BOUND LANE SHOULDER.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR1114 ***********************************************************************
 DR1114  DESIGNATION -  L 354
 DR1114  PID         -  DR1114
 DR1114  STATE/COUNTY-  AR/CLARK
 DR1114  COUNTRY     -  US
 DR1114  USGS QUAD   -  ARKADELPHIA (2017)
 DR1114
 DR1114                         *CURRENT SURVEY CONTROL
 DR1114  ______________________________________________________________________
 DR1114* NAD 83(1986) POSITION- 34 02 50.5    (N) 093 05 30.2    (W)   HD_HELD2
 DR1114* NAVD 88 ORTHO HEIGHT -    70.651 (meters)      231.79  (feet) ADJUSTED
 DR1114  ______________________________________________________________________
 DR1114  GEOID HEIGHT    -        -26.786 (meters)                     GEOID18
 DR1114  DYNAMIC HEIGHT  -         70.580 (meters)      231.56  (feet) COMP
 DR1114  MODELED GRAVITY -    979,634.1   (mgal)                       NAVD 88
 DR1114
 DR1114  VERT ORDER      -  SECOND    CLASS I
 DR1114
 DR1114.The horizontal coordinates were established by autonomous hand held GPS
 DR1114.observations and have an estimated accuracy of +/- 10 meters.
 DR1114
 DR1114.The orthometric height was determined by differential leveling and
 DR1114.adjusted by the NATIONAL GEODETIC SURVEY
 DR1114.in February 2019.
 DR1114
 DR1114.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR1114.GEOID18 height accuracy estimate available here.
 DR1114
 DR1114.Click photographs - Photos may exist for this station.
 DR1114
 DR1114.The dynamic height is computed by dividing the NAVD 88
 DR1114.geopotential number by the normal gravity value computed on the
 DR1114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR1114.degrees latitude (g = 980.6199 gals.).
 DR1114
 DR1114.The modeled gravity was interpolated from observed gravity values.
 DR1114
 DR1114;                    North         East    Units  Estimated Accuracy
 DR1114;SPC AR S     -   553,673.      299,208.      MT  (+/- 10 meters HH2 GPS)
 DR1114
 DR1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT9153467411(NAD 83)
 DR1114
 DR1114                          SUPERSEDED SURVEY CONTROL
 DR1114
 DR1114.No superseded survey control is available for this station.
 DR1114
 DR1114_MARKER: DB = BENCH MARK DISK
 DR1114_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DR1114_SP_SET: HEADWALL
 DR1114_STAMPING: L 354 2018
 DR1114_MARK LOGO: ARHD
 DR1114_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR1114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR1114+STABILITY: SURFACE MOTION
 DR1114_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR1114+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2018
 DR1114
 DR1114  HISTORY     - Date     Condition        Report By
 DR1114  HISTORY     - 20181107 MONUMENTED       ARHD
 DR1114
 DR1114                          STATION DESCRIPTION
 DR1114
 DR1114'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (JDH)
 DR1114'THE STATION IS LOCATED ABOUT 9.4 MI (15.1 KM) SOUTH OF CADDO VALLEY,
 DR1114'5.5 MI (8.8 KM) SOUTH-SOUTHWEST OF ARKADELPHIA AND 3.5 MI (5.6 KM)
 DR1114'NORTH-NORTHEAST OF CURTIS.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR1114'
 DR1114'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 26 AND US HIGHWAY 67,
 DR1114'GO SOUTH NO HIGHWAY 67 FOR 0.7 MI (1.1 KM) TO CITY STREET MCCLELLAN
 DR1114'BOULEVARD AND GO EAST ON MCCLELLAN BOULEVARD FOR 0.45 MI (0.72 KM) TO
 DR1114'CITY STREET TECHNOLOGY DRIVE AND GO SOUTH ON TECHNOLOGY DRIVE FOR 0.25
 DR1114'MI (0.40 KM) TO THE STATION ON THE RIGHT, IN THE CENTER OF THE SOUTH
 DR1114'HEADWALL.
 DR1114'
 DR1114'IT IS 40 FT (12.2 M) SOUTH OF TECHNOLOGY DRIVE CENTERLINE, 18 FT (5.5
 DR1114'M) WEST OF A SEWER MANHOLE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR3452 ***********************************************************************
 DR3452  DESIGNATION -  L 355
 DR3452  PID         -  DR3452
 DR3452  STATE/COUNTY-  AR/MISSISSIPPI
 DR3452  COUNTRY     -  US
 DR3452  USGS QUAD   -  DELL (2017)
 DR3452
 DR3452                         *CURRENT SURVEY CONTROL
 DR3452  ______________________________________________________________________
 DR3452* NAD 83(1986) POSITION- 35 45 25.4    (N) 090 01 04.9    (W)   HD_HELD2
 DR3452* NAVD 88 ORTHO HEIGHT -    70.468 (meters)      231.19  (feet) ADJUSTED
 DR3452  ______________________________________________________________________
 DR3452  GEOID HEIGHT    -        -27.785 (meters)                     GEOID18
 DR3452  DYNAMIC HEIGHT  -         70.408 (meters)      231.00  (feet) COMP
 DR3452  MODELED GRAVITY -    979,784.8   (mgal)                       NAVD 88
 DR3452
 DR3452  VERT ORDER      -  FIRST     CLASS II
 DR3452
 DR3452.The horizontal coordinates were established by autonomous hand held GPS
 DR3452.observations and have an estimated accuracy of +/- 10 meters.
 DR3452
 DR3452.The orthometric height was determined by differential leveling and
 DR3452.adjusted by the NATIONAL GEODETIC SURVEY
 DR3452.in June 2020.
 DR3452
 DR3452.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR3452.GEOID18 height accuracy estimate available here.
 DR3452
 DR3452.Click photographs - Photos may exist for this station.
 DR3452
 DR3452.The dynamic height is computed by dividing the NAVD 88
 DR3452.geopotential number by the normal gravity value computed on the
 DR3452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR3452.degrees latitude (g = 980.6199 gals.).
 DR3452
 DR3452.The modeled gravity was interpolated from observed gravity values.
 DR3452
 DR3452;                    North         East    Units  Estimated Accuracy
 DR3452;SPC AR N     -   159,754.      579,226.      MT  (+/- 10 meters HH2 GPS)
 DR3452
 DR3452_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6961861104(NAD 83)
 DR3452
 DR3452                          SUPERSEDED SURVEY CONTROL
 DR3452
 DR3452.No superseded survey control is available for this station.
 DR3452
 DR3452_MARKER: DB = BENCH MARK DISK
 DR3452_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DR3452_SP_SET: TRANSMISSION TOWER LINE BASE
 DR3452_STAMPING: L 355 2019
 DR3452_MARK LOGO: ARHD
 DR3452_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR3452_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR3452_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR3452+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2019
 DR3452
 DR3452  HISTORY     - Date     Condition        Report By
 DR3452  HISTORY     - 20190826 MONUMENTED       ARHD
 DR3452
 DR3452                          STATION DESCRIPTION
 DR3452
 DR3452'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2019 (JDH)
 DR3452'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) SOUTH OF DELL, 5.0 MI
 DR3452'(8.0 KM) WEST OF LUXORA AND 4.5 MI (7.2 KM) NORTHWEST OF OSCEOLA.
 DR3452'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR3452'
 DR3452'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 119 AND STATE HIGHWAY
 DR3452'158, GO EAST ON HIGHWAY 158 FOR 1 MI (1.6 KM) TO THE STATION ON THE
 DR3452'LEFT, IN THE SOUTHEAST CORNER OF A TRANSMISSION LINE CONCRETE BASE.
 DR3452'
 DR3452'IT IS 10 FT (3.0 M) WEST OF COUNTY ROAD N 530 CENTERLINE, 290 FT (88.4
 DR3452'M) NORTH OF HIGHWAY 158 CENTERLINE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR7092 ***********************************************************************
 DR7092  DESIGNATION -  L 356
 DR7092  PID         -  DR7092
 DR7092  STATE/COUNTY-  AR/CRITTENDEN
 DR7092  COUNTRY     -  US
 DR7092  USGS QUAD   -  NORTHWEST MEMPHIS (2019)
 DR7092
 DR7092                         *CURRENT SURVEY CONTROL
 DR7092  ______________________________________________________________________
 DR7092* NAD 83(1986) POSITION- 35 09 10.4    (N) 090 05 52.3    (W)   HD_HELD2
 DR7092* NAVD 88 ORTHO HEIGHT -    78.557 (meters)      257.73  (feet) ADJUSTED
 DR7092  ______________________________________________________________________
 DR7092  GEOID HEIGHT    -        -27.332 (meters)                     GEOID18
 DR7092  DYNAMIC HEIGHT  -         78.486 (meters)      257.50  (feet) COMP
 DR7092  MODELED GRAVITY -    979,730.9   (mgal)                       NAVD 88
 DR7092
 DR7092  VERT ORDER      -  SECOND    CLASS I
 DR7092
 DR7092.The horizontal coordinates were established by autonomous hand held GPS
 DR7092.observations and have an estimated accuracy of +/- 10 meters.
 DR7092
 DR7092.The orthometric height was determined by differential leveling and
 DR7092.adjusted by the NATIONAL GEODETIC SURVEY
 DR7092.in January 2022.
 DR7092
 DR7092.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7092.GEOID18 height accuracy estimate available here.
 DR7092
 DR7092.Click photographs - Photos may exist for this station.
 DR7092
 DR7092.The dynamic height is computed by dividing the NAVD 88
 DR7092.geopotential number by the normal gravity value computed on the
 DR7092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7092.degrees latitude (g = 980.6199 gals.).
 DR7092
 DR7092.The modeled gravity was interpolated from observed gravity values.
 DR7092
 DR7092;                    North         East    Units  Estimated Accuracy
 DR7092;SPC AR N     -    92,597.      573,302.      MT  (+/- 10 meters HH2 GPS)
 DR7092
 DR7092_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6436993854(NAD 83)
 DR7092
 DR7092                          SUPERSEDED SURVEY CONTROL
 DR7092
 DR7092.No superseded survey control is available for this station.
 DR7092
 DR7092_MARKER: DB = BENCH MARK DISK
 DR7092_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DR7092+WITH SETTING: PAVEMENT
 DR7092_SP_SET: CAMERA POLE BASE
 DR7092_STAMPING: L 356 2021
 DR7092_MARK LOGO: ARHD
 DR7092_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR7092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR7092+STABILITY: SURFACE MOTION
 DR7092_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR7092+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2021
 DR7092
 DR7092  HISTORY     - Date     Condition        Report By
 DR7092  HISTORY     - 20210623 MONUMENTED       ARHD
 DR7092
 DR7092                          STATION DESCRIPTION
 DR7092
 DR7092'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2021 (JDH)
 DR7092'THE MARK IS LOCATED ABOUT 12.4 MI (20.0 KM) EAST-NORTHEAST OF
 DR7092'EDMONDSON, 11.7 MI (18.8 KM) SOUTHEAST OF JERICHO AND 4.9 MI (7.9 KM)
 DR7092'EAST OF WEST MEMPHIS.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7092'
 DR7092'TO REACH FROM THE INTERSECTION OF US I-40 AND STATE HIGHWAY 27, GO
 DR7092'EAST ALONG I-40 FOR 1.6 MI (2.6 KM) TO THE STATION ON THE RIGHT, IN
 DR7092'THE CONCRETE BASE OF A CAMERA POLE.
 DR7092'
 DR7092'IT IS 12 FT (3.7 M) SOUTH OF THE SOUTH CONCRETE EDGE OF I-40 EAST
 DR7092'BOUND LANE AND 10 FT (3.0 M) SOUTH OF A GUARD RAIL.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR7315 ***********************************************************************
 DR7315  DESIGNATION -  L 357
 DR7315  PID         -  DR7315
 DR7315  STATE/COUNTY-  AR/SHARP
 DR7315  COUNTRY     -  US
 DR7315  USGS QUAD   -  STUART (2017)
 DR7315
 DR7315                         *CURRENT SURVEY CONTROL
 DR7315  ______________________________________________________________________
 DR7315* NAD 83(1986) POSITION- 36 15 36.3    (N) 091 32 35.4    (W)   HD_HELD2
 DR7315* NAVD 88 ORTHO HEIGHT -   216.830 (meters)      711.38  (feet) ADJUSTED
 DR7315  ______________________________________________________________________
 DR7315  GEOID HEIGHT    -        -28.297 (meters)                     GEOID18
 DR7315  DYNAMIC HEIGHT  -        216.647 (meters)      710.78  (feet) COMP
 DR7315  MODELED GRAVITY -    979,782.4   (mgal)                       NAVD 88
 DR7315
 DR7315  VERT ORDER      -  SECOND    CLASS I
 DR7315
 DR7315.The horizontal coordinates were established by autonomous hand held GPS
 DR7315.observations and have an estimated accuracy of +/- 10 meters.
 DR7315
 DR7315.The orthometric height was determined by differential leveling and
 DR7315.adjusted by the NATIONAL GEODETIC SURVEY
 DR7315.in January 2022.
 DR7315
 DR7315.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7315.GEOID18 height accuracy estimate available here.
 DR7315
 DR7315.Click photographs - Photos may exist for this station.
 DR7315
 DR7315.The dynamic height is computed by dividing the NAVD 88
 DR7315.geopotential number by the normal gravity value computed on the
 DR7315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7315.degrees latitude (g = 980.6199 gals.).
 DR7315
 DR7315.The modeled gravity was interpolated from observed gravity values.
 DR7315
 DR7315;                    North         East    Units  Estimated Accuracy
 DR7315;SPC AR N     -   213,860.      441,054.      MT  (+/- 10 meters HH2 GPS)
 DR7315
 DR7315_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA3087213780(NAD 83)
 DR7315
 DR7315                          SUPERSEDED SURVEY CONTROL
 DR7315
 DR7315.No superseded survey control is available for this station.
 DR7315
 DR7315_MARKER: DB = BENCH MARK DISK
 DR7315_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DR7315+WITH SETTING: PAVEMENT
 DR7315_SP_SET: SQUARE BASE FOR CORS
 DR7315_STAMPING: L 357 2021
 DR7315_MARK LOGO: ARHD
 DR7315_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR7315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR7315+STABILITY: SURFACE MOTION
 DR7315
 DR7315  HISTORY     - Date     Condition        Report By
 DR7315  HISTORY     - 20210901 MONUMENTED       ARHD
 DR7315
 DR7315                          STATION DESCRIPTION
 DR7315
 DR7315'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2021 (JDH)
 DR7315'THE MARK IS LOCATED ABOUT 5.1 MI (8.2 KM) SOUTHWEST OF HARDY, 4.4 MI
 DR7315'(7.1 KM) NORTHEAST OF ASH FLAT AND 1.4 MI (2.3 KM) WEST OF STUART.
 DR7315'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7315'
 DR7315'TO REACH FROM THE INTERSECTION OF US HIGHWAY 62/412 AND US HIGHWAY
 DR7315'167, GO EAST ALONG HIGHWAY 62/412 FOR 3.85 MI (6.19 KM) TO THE ARDOT
 DR7315'MAINTENANCE PROPERTY AND STATION ON THE LEFT, AT THE ARHL CORS.
 DR7315'
 DR7315'IT IS 75 FT (22.9 M) SOUTH OF THE SOUTHEAST CORNER OF THE ARDOT
 DR7315'MAINTENANCE BUILDING, 56 FT (17.1 M) NORTH OF HIGHWAY 62/412
 DR7315'CENTERLINE AND 46 FT (14.0 M) WEST OF A TELE BOX.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR8090 ***********************************************************************
 DR8090  DESIGNATION -  L 358
 DR8090  PID         -  DR8090
 DR8090  STATE/COUNTY-  AR/ARKANSAS
 DR8090  COUNTRY     -  US
 DR8090  USGS QUAD   -  DE WITT SW (2017)
 DR8090
 DR8090                         *CURRENT SURVEY CONTROL
 DR8090  ______________________________________________________________________
 DR8090* NAD 83(1986) POSITION- 34 17 50.9    (N) 091 27 33.0    (W)   HD_HELD2
 DR8090* NAVD 88 ORTHO HEIGHT -    56.336 (meters)      184.83  (feet) ADJUSTED
 DR8090  ______________________________________________________________________
 DR8090  GEOID HEIGHT    -        -26.333 (meters)                     GEOID18
 DR8090  DYNAMIC HEIGHT  -         56.281 (meters)      184.65  (feet) COMP
 DR8090  MODELED GRAVITY -    979,667.4   (mgal)                       NAVD 88
 DR8090
 DR8090  VERT ORDER      -  SECOND    CLASS I
 DR8090
 DR8090.The horizontal coordinates were established by autonomous hand held GPS
 DR8090.observations and have an estimated accuracy of +/- 10 meters.
 DR8090
 DR8090.The orthometric height was determined by differential leveling and
 DR8090.adjusted by the NATIONAL GEODETIC SURVEY
 DR8090.in September 2022.
 DR8090
 DR8090.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8090.GEOID18 height accuracy estimate available here.
 DR8090
 DR8090.Click photographs - Photos may exist for this station.
 DR8090
 DR8090.The dynamic height is computed by dividing the NAVD 88
 DR8090.geopotential number by the normal gravity value computed on the
 DR8090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR8090.degrees latitude (g = 980.6199 gals.).
 DR8090
 DR8090.The modeled gravity was interpolated from observed gravity values.
 DR8090
 DR8090;                    North         East    Units  Estimated Accuracy
 DR8090;SPC AR S     -   581,009.      449,786.      MT  (+/- 10 meters HH2 GPS)
 DR8090
 DR8090_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT4180096214(NAD 83)
 DR8090
 DR8090                          SUPERSEDED SURVEY CONTROL
 DR8090
 DR8090.No superseded survey control is available for this station.
 DR8090
 DR8090_MARKER: DB = BENCH MARK DISK
 DR8090_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DR8090_SP_SET: HEADWALL
 DR8090_STAMPING: L 358 2022
 DR8090_MARK LOGO: ARHD
 DR8090_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR8090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR8090+STABILITY: SURFACE MOTION
 DR8090_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR8090+SATELLITE: SATELLITE OBSERVATIONS - January 19, 2022
 DR8090
 DR8090  HISTORY     - Date     Condition        Report By
 DR8090  HISTORY     - 20220119 MONUMENTED       ARHD
 DR8090
 DR8090                          STATION DESCRIPTION
 DR8090
 DR8090'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2022 (JDH)
 DR8090'THE MARK IS LOCATED ABOUT 8.0 MI (12.9 KM) SOUTH-SOUTHWEST OF ALMYRA,
 DR8090'7.0 MI (11.3 KM) WEST OF DE WITT AND 3.8 MI (6.1 KM) EAST OF LODGE
 DR8090'CORNER.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR8090'
 DR8090'TO REACH FROM THE INTERSECTION OF US HIGHWAY 165 AND STATE HIGHWAY
 DR8090'276, HEAD EAST ALONG HIGHWAY 165 FOR 3.95 MI (6.36 KM) TO THE STATION
 DR8090'ON THE RIGHT, IN THE EAST END OF THE SOUTH HEADWALL.
 DR8090'
 DR8090'IT IS 102 FT (31.1 M) WEST OF A POWER POLE, 35 FT (10.7 M) NORTHEAST
 DR8090'OF A FENCE CORNER AND 29 FT (8.8 M) SOUTH OF HIGHWAY 165 CENTERLINE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR8576 ***********************************************************************
 DR8576  DESIGNATION -  L 359
 DR8576  PID         -  DR8576
 DR8576  STATE/COUNTY-  AR/FRANKLIN
 DR8576  COUNTRY     -  US
 DR8576  USGS QUAD   -  WATALULA (2017)
 DR8576
 DR8576                         *CURRENT SURVEY CONTROL
 DR8576  ______________________________________________________________________
 DR8576* NAD 83(1986) POSITION- 35 30 52.2    (N) 093 51 06.2    (W)   HD_HELD2
 DR8576* NAVD 88 ORTHO HEIGHT -   190.843 (meters)      626.12  (feet) ADJUSTED
 DR8576  ______________________________________________________________________
 DR8576  GEOID HEIGHT    -        -29.139 (meters)                     GEOID18
 DR8576  DYNAMIC HEIGHT  -        190.668 (meters)      625.55  (feet) COMP
 DR8576  MODELED GRAVITY -    979,713.1   (mgal)                       NAVD 88
 DR8576
 DR8576  VERT ORDER      -  SECOND    CLASS I
 DR8576
 DR8576.The horizontal coordinates were established by autonomous hand held GPS
 DR8576.observations and have an estimated accuracy of +/- 10 meters.
 DR8576
 DR8576.The orthometric height was determined by differential leveling and
 DR8576.adjusted by the NATIONAL GEODETIC SURVEY
 DR8576.in February 2023.
 DR8576
 DR8576.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8576.GEOID18 height accuracy estimate available here.
 DR8576
 DR8576.Click photographs - Photos may exist for this station.
 DR8576
 DR8576.The dynamic height is computed by dividing the NAVD 88
 DR8576.geopotential number by the normal gravity value computed on the
 DR8576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR8576.degrees latitude (g = 980.6199 gals.).
 DR8576
 DR8576.The modeled gravity was interpolated from observed gravity values.
 DR8576
 DR8576;                    North         East    Units  Estimated Accuracy
 DR8576;SPC AR N     -   132,620.      232,045.      MT  (+/- 10 meters HH2 GPS)
 DR8576
 DR8576_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV2276730435(NAD 83)
 DR8576
 DR8576                          SUPERSEDED SURVEY CONTROL
 DR8576
 DR8576.No superseded survey control is available for this station.
 DR8576
 DR8576_MARKER: DB = BENCH MARK DISK
 DR8576_SETTING: 66 = SET IN ROCK OUTCROP
 DR8576_STAMPING: L 359 2022
 DR8576_MARK LOGO: ARHD
 DR8576_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR8576_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DR8576+STABILITY: POSITION/ELEVATION WELL
 DR8576_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR8576+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2022
 DR8576
 DR8576  HISTORY     - Date     Condition        Report By
 DR8576  HISTORY     - 20221102 MONUMENTED       ARHD
 DR8576
 DR8576                          STATION DESCRIPTION
 DR8576
 DR8576'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2022 (JDH)
 DR8576'THE MARK IS LOCATED ABOUT 4.3 MI (6.9 KM) EAST-SOUTHEAST OF CRAVENS,
 DR8576'4.3 MI (6.9 KM) SOUTH-SOUTHWEST OF WATALULA AND 2.3 MI (3.7 KM)
 DR8576'NORTHWEST OF OZARK.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR8576'
 DR8576'TO REACH FROM THE INTERSECTION OF US HIGHWAY 64 AND STATE HIGHWAY 23
 DR8576'N, HEAD NORTH ALONG HIGHWAY 23 FOR 1.90 MI (3.06 KM) TO THE STATION ON
 DR8576'THE RIGHT,  IN A ROCK OUTCROP.
 DR8576'
 DR8576'IT IS 43 FT (13.1 M) NORTH OF A CONCRETE DRIVE
 DR8576'CENTERLINE, 23 FT (7.0 M) NORTHEAST OF HIGHWAY 23 CENTERLINE, 22 FT
 DR8576'(6.7 M) NORTHWEST OF A WATER METER.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0078 ***********************************************************************
 GF0078  DESIGNATION -  L 36
 GF0078  PID         -  GF0078
 GF0078  STATE/COUNTY-  AR/BAXTER
 GF0078  COUNTRY     -  US
 GF0078  USGS QUAD   -  MIDWAY (2017)
 GF0078
 GF0078                         *CURRENT SURVEY CONTROL
 GF0078  ______________________________________________________________________
 GF0078* NAD 83(1986) POSITION- 36 27 08.     (N) 092 27 57.     (W)   SCALED
 GF0078* NAVD 88 ORTHO HEIGHT -   306.414 (meters)     1005.29  (feet) ADJUSTED
 GF0078  ______________________________________________________________________
 GF0078  GEOID HEIGHT    -        -28.409 (meters)                     GEOID18
 GF0078  DYNAMIC HEIGHT  -        306.155 (meters)     1004.44  (feet) COMP
 GF0078  MODELED GRAVITY -    979,778.3   (mgal)                       NAVD 88
 GF0078
 GF0078  VERT ORDER      -  SECOND    CLASS 0
 GF0078
 GF0078.The horizontal coordinates were scaled from a map and have
 GF0078.an estimated accuracy of +/- 6 seconds.
 GF0078
 GF0078.The orthometric height was determined by differential leveling and
 GF0078.adjusted by the NATIONAL GEODETIC SURVEY
 GF0078.in June 1991.
 GF0078
 GF0078.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0078.GEOID18 height accuracy estimate available here.
 GF0078
 GF0078.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA478342(NAD 83)
 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
 GF0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0078.See file dsdata.pdf to determine how the superseded data were derived.
 GF0078
 GF0078_MARKER: DB = BENCH MARK DISK
 GF0078_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GF0078_STAMPING: L 36 1934
 GF0078_MARK LOGO: CGS
 GF0078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 DR9512 ***********************************************************************
 DR9512  DESIGNATION -  L 360
 DR9512  PID         -  DR9512
 DR9512  STATE/COUNTY-  AR/FAULKNER
 DR9512  COUNTRY     -  US
 DR9512  USGS QUAD   -  HAMLET (2017)
 DR9512
 DR9512                         *CURRENT SURVEY CONTROL
 DR9512  ______________________________________________________________________
 DR9512* NAD 83(1986) POSITION- 35 05 16.3    (N) 092 21 45.8    (W)   HD_HELD2
 DR9512* NAVD 88 ORTHO HEIGHT -   103.905 (meters)      340.90  (feet) ADJUSTED
 DR9512  ______________________________________________________________________
 DR9512  GEOID HEIGHT    -        -27.826 (meters)                     GEOID18
 DR9512  DYNAMIC HEIGHT  -        103.807 (meters)      340.57  (feet) COMP
 DR9512  MODELED GRAVITY -    979,695.4   (mgal)                       NAVD 88
 DR9512
 DR9512  VERT ORDER      -  FIRST     CLASS II
 DR9512
 DR9512.The horizontal coordinates were established by autonomous hand held GPS
 DR9512.observations and have an estimated accuracy of +/- 10 meters.
 DR9512
 DR9512.The orthometric height was determined by differential leveling and
 DR9512.adjusted by the NATIONAL GEODETIC SURVEY
 DR9512.in January 2024.
 DR9512
 DR9512.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9512.GEOID18 height accuracy estimate available here.
 DR9512
 DR9512.Click photographs - Photos may exist for this station.
 DR9512
 DR9512.The dynamic height is computed by dividing the NAVD 88
 DR9512.geopotential number by the normal gravity value computed on the
 DR9512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9512.degrees latitude (g = 980.6199 gals.).
 DR9512
 DR9512.The modeled gravity was interpolated from observed gravity values.
 DR9512
 DR9512;                    North         East    Units  Estimated Accuracy
 DR9512;SPC AR N     -    83,770.      366,924.      MT  (+/- 10 meters HH2 GPS)
 DR9512
 DR9512_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5809082972(NAD 83)
 DR9512
 DR9512                          SUPERSEDED SURVEY CONTROL
 DR9512
 DR9512.No superseded survey control is available for this station.
 DR9512
 DR9512_MARKER: DB = BENCH MARK DISK
 DR9512_SETTING: 66 = SET IN ROCK OUTCROP
 DR9512_STAMPING: L 360 2023
 DR9512_MARK LOGO: ARHD
 DR9512_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR9512_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DR9512+STABILITY: POSITION/ELEVATION WELL
 DR9512_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9512+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2023
 DR9512
 DR9512  HISTORY     - Date     Condition        Report By
 DR9512  HISTORY     - 20230925 MONUMENTED       ARHD
 DR9512
 DR9512                          STATION DESCRIPTION
 DR9512
 DR9512'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2023 (JDH)
 DR9512'THE MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) SOUTHWEST OF HOLLAND, 4.5
 DR9512'MI (7.2 KM) EAST OF CONWAY AND 3.3 MI (5.3 KM) WEST-NORTHWEST OF
 DR9512'HAMLET.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR9512'
 DR9512'TO REACH FROM THE INTERSECTION OF US I-40 AND US HIGHWAY 64, HEAD EAST
 DR9512'ALONG HIGHWAY 64 FOR 3.37 MI (5.42 KM) TO THE STATION ON THE LEFT, AN
 DR9512'ALUMINUM CAP SET IN A ROCK OUTCROP.
 DR9512'
 DR9512'IT IS 27 FT (8.2 M) NORTH OF HIGHWAY 64 EDGE OF ASPHALT, 24 FT (7.3 M)
 DR9512'SOUTH OF THE WOOD LINE AND 11 FT (3.4 M) NORTH OF THE DITCH
 DR9512'CENTERLINE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DS1908 ***********************************************************************
 DS1908  DESIGNATION -  L 361
 DS1908  PID         -  DS1908
 DS1908  STATE/COUNTY-  AR/SCOTT
 DS1908  COUNTRY     -  US
 DS1908  USGS QUAD   -  WALDRON (2017)
 DS1908
 DS1908                         *CURRENT SURVEY CONTROL
 DS1908  ______________________________________________________________________
 DS1908* NAD 83(1986) POSITION- 34 54 10.5    (N) 094 05 29.2    (W)   HD_HELD2
 DS1908* NAVD 88 ORTHO HEIGHT -   200.978 (meters)      659.38  (feet) ADJUSTED
 DS1908  ______________________________________________________________________
 DS1908  GEOID HEIGHT    -        -30.661 (meters)                     GEOID18
 DS1908  DYNAMIC HEIGHT  -        200.770 (meters)      658.69  (feet) COMP
 DS1908  MODELED GRAVITY -    979,593.6   (mgal)                       NAVD 88
 DS1908
 DS1908  VERT ORDER      -  FIRST     CLASS II
 DS1908
 DS1908.The horizontal coordinates were established by autonomous hand held GPS
 DS1908.observations and have an estimated accuracy of +/- 10 meters.
 DS1908
 DS1908.The orthometric height was determined by differential leveling and
 DS1908.adjusted by the NATIONAL GEODETIC SURVEY
 DS1908.in August 2024.
 DS1908
 DS1908.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS1908.GEOID18 height accuracy estimate available here.
 DS1908
 DS1908.Click photographs - Photos may exist for this station.
 DS1908
 DS1908.The dynamic height is computed by dividing the NAVD 88
 DS1908.geopotential number by the normal gravity value computed on the
 DS1908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS1908.degrees latitude (g = 980.6199 gals.).
 DS1908
 DS1908.The modeled gravity was interpolated from observed gravity values.
 DS1908
 DS1908;                    North         East    Units  Estimated Accuracy
 DS1908;SPC AR N     -    65,221.      208,864.      MT  (+/- 10 meters HH2 GPS)
 DS1908
 DS1908_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU0028462820(NAD 83)
 DS1908
 DS1908                          SUPERSEDED SURVEY CONTROL
 DS1908
 DS1908.No superseded survey control is available for this station.
 DS1908
 DS1908_MARKER: DV = VERTICAL CONTROL DISK
 DS1908_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DS1908_SP_SET: DECK CONNECTION
 DS1908_STAMPING: L 361 2024
 DS1908_MARK LOGO: ARHD
 DS1908_PROJECTION: FLUSH
 DS1908_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS1908_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS1908_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DS1908+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2024
 DS1908
 DS1908  HISTORY     - Date     Condition        Report By
 DS1908  HISTORY     - 20240328 MONUMENTED       ARHD
 DS1908
 DS1908                          STATION DESCRIPTION
 DS1908
 DS1908'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (JDH)
 DS1908'THE MARK IS LOCATED ABOUT 8.8 MI (14.2 KM) NORTH-NORTHWEST OF BOLES,
 DS1908'5.7 MI (9.2 KM) EAST-SOUTHEAST OF HON AND IN THE TOWN OF WALDRON, AR
 DS1908'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DS1908'
 DS1908'TO REACH FROM THE INTERSECTION OF HIGHWAY 71B AND HIGHWAY 80, HEAD
 DS1908'NORTH ON HIGHWAY 71B FOR 0.53 MI (0.85 KM) TO THE STATION ON THE LEFT,
 DS1908'A ALUMINUM CAP SET IN THE CONCRETE CONNECTIONS TO THE BRIDGE DECK.
 DS1908'
 DS1908'IT IS 117.5 FT (35.8 M) NORTH OF LIGHT POLE, 27 FT (8.2 M) SOUTH OF
 DS1908'SOUTH END OF POTEAU RIVER BRIDGE AND 19 FT (5.8 M) WEST OF THE
 DS1908'CENTERLINE OF HIGHWAY 71B.
 DS1908'
 DS1908'NOTE-BENCH MARK IS FLUSH IN CONCRETE EVEN LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DS2455 ***********************************************************************
 DS2455  DESIGNATION -  L 362
 DS2455  PID         -  DS2455
 DS2455  STATE/COUNTY-  AR/COLUMBIA
 DS2455  COUNTRY     -  US
 DS2455  USGS QUAD   -  WALDO (2017)
 DS2455
 DS2455                         *CURRENT SURVEY CONTROL
 DS2455  ______________________________________________________________________
 DS2455* NAD 83(1986) POSITION- 33 16 02.1    (N) 093 15 16.3    (W)   HD_HELD2
 DS2455* NAVD 88 ORTHO HEIGHT -    90.466 (meters)      296.80  (feet) ADJUSTED
 DS2455  ______________________________________________________________________
 DS2455  GEOID HEIGHT    -        -26.445 (meters)                     GEOID18
 DS2455  DYNAMIC HEIGHT  -         90.369 (meters)      296.49  (feet) COMP
 DS2455  MODELED GRAVITY -    979,561.5   (mgal)                       NAVD 88
 DS2455
 DS2455  VERT ORDER      -  SECOND    CLASS I
 DS2455
 DS2455.The horizontal coordinates were established by autonomous hand held GPS
 DS2455.observations and have an estimated accuracy of +/- 10 meters.
 DS2455
 DS2455.The orthometric height was determined by differential leveling and
 DS2455.adjusted by the NATIONAL GEODETIC SURVEY
 DS2455.in October 2024.
 DS2455
 DS2455.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS2455.GEOID18 height accuracy estimate available here.
 DS2455
 DS2455.Click photographs - Photos may exist for this station.
 DS2455
 DS2455.The dynamic height is computed by dividing the NAVD 88
 DS2455.geopotential number by the normal gravity value computed on the
 DS2455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS2455.degrees latitude (g = 980.6199 gals.).
 DS2455
 DS2455.The modeled gravity was interpolated from observed gravity values.
 DS2455
 DS2455;                    North         East    Units  Estimated Accuracy
 DS2455;SPC AR S     -   467,330.      283,117.      MT  (+/- 10 meters HH2 GPS)
 DS2455
 DS2455_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS7629480943(NAD 83)
 DS2455
 DS2455                          SUPERSEDED SURVEY CONTROL
 DS2455
 DS2455.No superseded survey control is available for this station.
 DS2455
 DS2455_MARKER: DB = BENCH MARK DISK
 DS2455_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DS2455_SP_SET: DROP INLET
 DS2455_STAMPING: L 362 2024
 DS2455_MARK LOGO: ARHD
 DS2455_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS2455_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS2455_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS2455+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2024
 DS2455
 DS2455  HISTORY     - Date     Condition        Report By
 DS2455  HISTORY     - 20240814 MONUMENTED       ARHD
 DS2455
 DS2455                          STATION DESCRIPTION
 DS2455
 DS2455'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (JDH)
 DS2455'THE MARK IS LOCATED ABOUT 6.7 MI (10.8 KM) WEST-NORTHWEST OF CALHOUN,
 DS2455'6.3 MI (10.1 KM) SOUTH-SOUTHEAST OF WALDO AND 0.9 MI (1.4 KM) WEST OF
 DS2455'MAGNOLIA.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DS2455'
 DS2455'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 371 AND STATE HIGHWAY
 DS2455'82B, HEAD WEST ALONG HIGHWAY 371 FOR 0.56 MI (0.90 KM) TO CITY STREET
 DS2455'WEST MAIN STREET.  TURN LEFT AND GO ALONG WEST MAIN STREET FOR 0.07 MI
 DS2455'(0.11 KM) TO THE STATION ON THE RIGHT, AN ALUMINUM CAP SET IN THE WEST
 DS2455'SIDE OF A DROP INLET.
 DS2455'
 DS2455'IT IS 35 FT (10.7 M) NORTH OF BOUNDARY STREET CENTERLINE, 33 FT (10.1
 DS2455'M) SOUTHEAST OF A TELEPHONE POLE AND 17 FT (5.2 M) NORTHWEST OF WEST
 DS2455'MAIN STREET CENTERLINE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DS3538 ***********************************************************************
 DS3538  DESIGNATION -  L 363
 DS3538  PID         -  DS3538
 DS3538  STATE/COUNTY-  AR/MILLER
 DS3538  COUNTRY     -  US
 DS3538  USGS QUAD   -  TEXARKANA (2019)
 DS3538
 DS3538                         *CURRENT SURVEY CONTROL
 DS3538  ______________________________________________________________________
 DS3538* NAD 83(1986) POSITION- 33 25 31.1    (N) 094 00 46.0    (W)   HD_HELD2
 DS3538* NAVD 88 ORTHO HEIGHT -    96.045 (meters)      315.11  (feet) ADJUSTED
 DS3538  ______________________________________________________________________
 DS3538  GEOID HEIGHT    -        -26.904 (meters)                     GEOID18
 DS3538  DYNAMIC HEIGHT  -         95.943 (meters)      314.77  (feet) COMP
 DS3538  MODELED GRAVITY -    979,571.7   (mgal)                       NAVD 88
 DS3538
 DS3538  VERT ORDER      -  FIRST     CLASS II
 DS3538
 DS3538.The horizontal coordinates were established by autonomous hand held GPS
 DS3538.observations and have an estimated accuracy of +/- 10 meters.
 DS3538
 DS3538.The orthometric height was determined by differential leveling and
 DS3538.adjusted by the NATIONAL GEODETIC SURVEY
 DS3538.in January 2026.
 DS3538
 DS3538.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3538.GEOID18 height accuracy estimate available here.
 DS3538
 DS3538.Click photographs - Photos may exist for this station.
 DS3538
 DS3538.The dynamic height is computed by dividing the NAVD 88
 DS3538.geopotential number by the normal gravity value computed on the
 DS3538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS3538.degrees latitude (g = 980.6199 gals.).
 DS3538
 DS3538.The modeled gravity was interpolated from observed gravity values.
 DS3538
 DS3538;                    North         East    Units  Estimated Accuracy
 DS3538;SPC AR S     -   485,983.      212,824.      MT  (+/- 10 meters HH2 GPS)
 DS3538
 DS3538_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS0584598896(NAD 83)
 DS3538
 DS3538                          SUPERSEDED SURVEY CONTROL
 DS3538
 DS3538.No superseded survey control is available for this station.
 DS3538
 DS3538_MARKER: DB = BENCH MARK DISK
 DS3538_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DS3538_SP_SET: POWER POLE BASE
 DS3538_STAMPING: L 363 2025
 DS3538_MARK LOGO: ARHD
 DS3538_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS3538_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3538
 DS3538  HISTORY     - Date     Condition        Report By
 DS3538  HISTORY     - 20250515 MONUMENTED       ARHD
 DS3538
 DS3538                          STATION DESCRIPTION
 DS3538
 DS3538'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2025 (JDH)
 DS3538'THE MARK IS LOCATED ABOUT 10.9 MI (17.5 KM) SOUTHWEST OF HOMAN, 4.8 MI
 DS3538'(7.7 KM) SOUTHWEST OF MANDEVILLE AND 1.8 MI (2.9 KM) SOUTHEAST OF
 DS3538'TEXARKANA.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DS3538'
 DS3538'TO REACH FROM THE INTERSECTION OF US I-49 AND US HIGHWAY 82, HEAD WEST
 DS3538'ALONG HIGHWAY 82 FOR 0.50 MI (0.80 KM) TO CITY STREET SOUTH OATS
 DS3538'STREET.  TURN LEFT AND GO SOUTH ALONG SOUTH OATS STREET FOR 0.40 MI
 DS3538'(0.64 KM) TO THE STATION ON THE RIGHT, AN ALUMINUM CAP SET IN THE EAST
 DS3538'SIDE OF A CONCRETE BASE OF LARGE POWER POLE.
 DS3538'
 DS3538'IT IS 30 FT (9.1 M) WEST-SOUTHWEST OF THE CENTER OF A HEADWALL AND 29
 DS3538'FT (8.8 M) NORTH WITH 111605 ON IT.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DS3563 ***********************************************************************
 DS3563  DESIGNATION -  L 364
 DS3563  PID         -  DS3563
 DS3563  STATE/COUNTY-  AR/MILLER
 DS3563  COUNTRY     -  US
 DS3563  USGS QUAD   -  MANDEVILLE (2017)
 DS3563
 DS3563                         *CURRENT SURVEY CONTROL
 DS3563  ______________________________________________________________________
 DS3563* NAD 83(1986) POSITION- 33 25 45.6    (N) 093 57 47.3    (W)   HD_HELD2
 DS3563* NAVD 88 ORTHO HEIGHT -   105.966 (meters)      347.66  (feet) ADJUSTED
 DS3563  ______________________________________________________________________
 DS3563  GEOID HEIGHT    -        -26.897 (meters)                     GEOID18
 DS3563  DYNAMIC HEIGHT  -        105.853 (meters)      347.29  (feet) COMP
 DS3563  MODELED GRAVITY -    979,570.2   (mgal)                       NAVD 88
 DS3563
 DS3563  VERT ORDER      -  FIRST     CLASS II
 DS3563
 DS3563.The horizontal coordinates were established by autonomous hand held GPS
 DS3563.observations and have an estimated accuracy of +/- 10 meters.
 DS3563
 DS3563.The orthometric height was determined by differential leveling and
 DS3563.adjusted by the NATIONAL GEODETIC SURVEY
 DS3563.in January 2026.
 DS3563
 DS3563.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3563.GEOID18 height accuracy estimate available here.
 DS3563
 DS3563.Click photographs - Photos may exist for this station.
 DS3563
 DS3563.The dynamic height is computed by dividing the NAVD 88
 DS3563.geopotential number by the normal gravity value computed on the
 DS3563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS3563.degrees latitude (g = 980.6199 gals.).
 DS3563
 DS3563.The modeled gravity was interpolated from observed gravity values.
 DS3563
 DS3563;                    North         East    Units  Estimated Accuracy
 DS3563;SPC AR S     -   486,340.      217,448.      MT  (+/- 10 meters HH2 GPS)
 DS3563
 DS3563_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS1046499299(NAD 83)
 DS3563
 DS3563                          SUPERSEDED SURVEY CONTROL
 DS3563
 DS3563.No superseded survey control is available for this station.
 DS3563
 DS3563_MARKER: B = BOLT
 DS3563_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DS3563_SP_SET: POWER POLE BASE
 DS3563_STAMPING: L 364 2025
 DS3563_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS3563_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3563
 DS3563  HISTORY     - Date     Condition        Report By
 DS3563  HISTORY     - 20250603 MONUMENTED       ARHD
 DS3563
 DS3563                          STATION DESCRIPTION
 DS3563
 DS3563'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2025 (JDH)
 DS3563'THE MARK IS LOCATED ABOUT 9.0 MI (14.5 KM) SOUTH-SOUTHWEST OF HOMAN,
 DS3563'4.4 MI (7.1 KM) EAST OF TEXARKANA AND 3.6 MI (5.8 KM) SOUTH OF
 DS3563'MANDEVILLE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DS3563'
 DS3563'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 237 AND US HIGHWAY 82,
 DS3563'HEAD EAST ALONG HIGHWAY 82 FOR 0.85 MI (1.37 KM) TO THE STATION ON THE
 DS3563'RIGHT, A STAMPED BOLT IN A LARGE METAL POWER POLE.
 DS3563'
 DS3563'IT IS 112 FT (34.1 M) SOUTH OF HIGHWAY 82 CENTERLINE AND 11 FT (3.4 M)
 DS3563'SOUTH OF A FENCE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DS3782 ***********************************************************************
 DS3782  DESIGNATION -  L 365
 DS3782  PID         -  DS3782
 DS3782  STATE/COUNTY-  AR/MADISON
 DS3782  COUNTRY     -  US
 DS3782  USGS QUAD   -  FORUM (2017)
 DS3782
 DS3782                         *CURRENT SURVEY CONTROL
 DS3782  ______________________________________________________________________
 DS3782* NAD 83(1986) POSITION- 36 10 54.0    (N) 093 42 51.4    (W)   HD_HELD2
 DS3782* NAVD 88 ORTHO HEIGHT -   479.494 (meters)     1573.14  (feet) ADJUSTED
 DS3782  ______________________________________________________________________
 DS3782  GEOID HEIGHT    -        -28.046 (meters)                     GEOID18
 DS3782  DYNAMIC HEIGHT  -        479.060 (meters)     1571.72  (feet) COMP
 DS3782  MODELED GRAVITY -    979,711.6   (mgal)                       NAVD 88
 DS3782
 DS3782  VERT ORDER      -  SECOND    CLASS I
 DS3782
 DS3782.The horizontal coordinates were established by autonomous hand held GPS
 DS3782.observations and have an estimated accuracy of +/- 10 meters.
 DS3782
 DS3782.The orthometric height was determined by differential leveling and
 DS3782.adjusted by the NATIONAL GEODETIC SURVEY
 DS3782.in January 2026.
 DS3782
 DS3782.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3782.GEOID18 height accuracy estimate available here.
 DS3782
 DS3782.Click photographs - Photos may exist for this station.
 DS3782
 DS3782.The dynamic height is computed by dividing the NAVD 88
 DS3782.geopotential number by the normal gravity value computed on the
 DS3782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS3782.degrees latitude (g = 980.6199 gals.).
 DS3782
 DS3782.The modeled gravity was interpolated from observed gravity values.
 DS3782
 DS3782;                    North         East    Units  Estimated Accuracy
 DS3782;SPC AR N     -   206,405.      245,799.      MT  (+/- 10 meters HH2 GPS)
 DS3782
 DS3782_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA3577104334(NAD 83)
 DS3782
 DS3782                          SUPERSEDED SURVEY CONTROL
 DS3782
 DS3782.No superseded survey control is available for this station.
 DS3782
 DS3782_MARKER: DB = BENCH MARK DISK
 DS3782_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DS3782_SP_SET: HEADWALL
 DS3782_STAMPING: L 365 2025
 DS3782_MARK LOGO: ARHD
 DS3782_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS3782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS3782+STABILITY: SURFACE MOTION
 DS3782_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DS3782+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2025
 DS3782
 DS3782  HISTORY     - Date     Condition        Report By
 DS3782  HISTORY     - 20250924 MONUMENTED       ARHD
 DS3782
 DS3782                          STATION DESCRIPTION
 DS3782
 DS3782'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2025 (JDH)
 DS3782'THE MARK IS LOCATED ABOUT 6.8 MI (10.9 KM) NORTH-NORTHEAST OF
 DS3782'HUNTSVILLE, 6.5 MI (10.5 KM) NORTHEAST OF HARTWELL AND IN THE TOWN OF
 DS3782'FORUM, AR.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DS3782'
 DS3782'TO REACH FROM THE INTERSECTION OF US HIGHWAY 412 AND STATE HIGHWAY
 DS3782'127, HEAD NORTH ALONG HIGHWAY 127 FOR 2.25 MI (3.62 KM) TO THE STATION
 DS3782'ON THE RIGHT, AN ALUMINUM CAP SET IN THE CENTER OF THE NORTHEAST
 DS3782'HEADWALL.
 DS3782'
 DS3782'IT IS 58 FT (17.7 M) SOUTHEAST OF A GRAVEL DRIVEWAY CENTERLINE AND 19
 DS3782'FT (5.8 M) NORTHEAST OF HIGHWAY 127 CENTERLINE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0128 ***********************************************************************
 GF0128  DESIGNATION -  L 37
 GF0128  PID         -  GF0128
 GF0128  STATE/COUNTY-  AR/MARION
 GF0128  COUNTRY     -  US
 GF0128  USGS QUAD   -  BRUNO (2017)
 GF0128
 GF0128                         *CURRENT SURVEY CONTROL
 GF0128  ______________________________________________________________________
 GF0128* NAD 83(1986) POSITION- 36 14 38.     (N) 092 45 50.     (W)   SCALED
 GF0128* NAVD 88 ORTHO HEIGHT -   205.319 (meters)      673.62  (feet) ADJUSTED
 GF0128  ______________________________________________________________________
 GF0128  GEOID HEIGHT    -        -28.437 (meters)                     GEOID18
 GF0128  DYNAMIC HEIGHT  -        205.137 (meters)      673.02  (feet) COMP
 GF0128  MODELED GRAVITY -    979,741.3   (mgal)                       NAVD 88
 GF0128
 GF0128  VERT ORDER      -  SECOND    CLASS 0
 GF0128
 GF0128.The horizontal coordinates were scaled from a map and have
 GF0128.an estimated accuracy of +/- 6 seconds.
 GF0128
 GF0128.The orthometric height was determined by differential leveling and
 GF0128.adjusted by the NATIONAL GEODETIC SURVEY
 GF0128.in June 1991.
 GF0128
 GF0128.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0128.GEOID18 height accuracy estimate available here.
 GF0128
 GF0128.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA212110(NAD 83)
 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
 GF0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0128.See file dsdata.pdf to determine how the superseded data were derived.
 GF0128
 GF0128_MARKER: DB = BENCH MARK DISK
 GF0128_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GF0128_STAMPING: L 37 1934
 GF0128_MARK LOGO: CGS
 GF0128_PROJECTION: PROJECTING 36 CENTIMETERS
 GF0128_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0128_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0128+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2024
 GF0128
 GF0128  HISTORY     - Date     Condition        Report By
 GF0128  HISTORY     - 1934     MONUMENTED       CGS
 GF0128  HISTORY     - 20231031 GOOD             ARHD
 GF0128  HISTORY     - 20241028 GOOD             ARHD
 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.
 GF0128
 GF0128                          STATION RECOVERY (2023)
 GF0128
 GF0128'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2023 (MWM)
 GF0128'NO EVIDENCE OF POLE 397-10, SOUTHWEST CORNER OF STATION OR SWITCH
 GF0128'STAND.  SET IN A CONCRETE POST PROJECTING 1.2 FT (0.4 M) ABOVE THE
 GF0128'GROUND SURFACE, 162 FT (49.4 M) NORTHEAST OF THE SOUTHEAST CORNER OF
 GF0128'BOX CULVERT UNDER RAILROAD, 29 FT (8.8 M) SOUTHEAST OF THE SOUTHWEST
 GF0128'CORNER OF A ONE STORY FRAME HOUSE, 73 FT (22.3 M) SOUTHWEST OF THE
 GF0128'SOUTHEAST CORNER OF A ONE STORY FRAME HOUSE, 0.5 FT (15 CM) NORTH OF A
 GF0128'WITNESS POST.
 GF0128
 GF0128                          STATION RECOVERY (2024)
 GF0128
 GF0128'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (MM)
 GF0128'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0102 ***********************************************************************
 GF0102  DESIGNATION -  L 38
 GF0102  PID         -  GF0102
 GF0102  STATE/COUNTY-  AR/BAXTER
 GF0102  COUNTRY     -  US
 GF0102  USGS QUAD   -  GAMALIEL (2017)
 GF0102
 GF0102                         *CURRENT SURVEY CONTROL
 GF0102  ______________________________________________________________________
 GF0102* NAD 83(1997) POSITION- 36 23 01.12441(N) 092 10 20.95614(W)   ADJUSTED
 GF0102* NAD 83(1997) ELLIP HT-   251.888 (meters)        (09/24/01)   ADJUSTED
 GF0102* NAVD 88 ORTHO HEIGHT -   280.268 (meters)      919.51  (feet) ADJUSTED
 GF0102  ______________________________________________________________________
 GF0102  GEOID HEIGHT    -        -28.336 (meters)                     GEOID18
 GF0102  NAD 83(1997) X  -   -194,887.363 (meters)                     COMP
 GF0102  NAD 83(1997) Y  - -5,137,369.027 (meters)                     COMP
 GF0102  NAD 83(1997) Z  -  3,762,697.163 (meters)                     COMP
 GF0102  LAPLACE CORR    -          1.70  (seconds)                    DEFLEC18
 GF0102  DYNAMIC HEIGHT  -        280.033 (meters)      918.74  (feet) COMP
 GF0102  MODELED GRAVITY -    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 and
 GF0102.adjusted by the NATIONAL GEODETIC SURVEY
 GF0102.in June 1991.
 GF0102
 GF0102.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0102.GEOID18 height accuracy estimate available here.
 GF0102
 GF0102.Click photographs - Photos may exist for this station.
 GF0102
 GF0102.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GF0102
 GF0102.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0102
 GF0102.The ellipsoidal height was determined by GPS observations
 GF0102.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA7421926819(NAD 83)
 GF0102
 GF0102                          SUPERSEDED SURVEY CONTROL
 GF0102
 GF0102  ELLIP H (09/14/99)  251.928  (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  NGVD 29             280.16   (m)          919.2    (f) LEVELING    3  
 GF0102
 GF0102.Superseded values are not recommended for survey control.
 GF0102
 GF0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0102.See file dsdata.pdf to determine how the superseded data were derived.
 GF0102
 GF0102_MARKER: DB = BENCH MARK DISK
 GF0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 - March 18, 2010
 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  HISTORY     - 20070415 GOOD             ARHD
 GF0102  HISTORY     - 20100318 GOOD             MAPTEC
 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.
 GF0102
 GF0102                          STATION RECOVERY (2007)
 GF0102
 GF0102'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2007 (VJB)
 GF0102'LOTS OF OBSTRUCTION BY NEARBY TREES.
 GF0102
 GF0102                          STATION RECOVERY (2010)
 GF0102
 GF0102'RECOVERY NOTE BY MAPTECH INCORPORATED 2010 (JML)
 GF0102'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0063 ***********************************************************************
 GF0063  DESIGNATION -  L 39
 GF0063  PID         -  GF0063
 GF0063  STATE/COUNTY-  AR/IZARD
 GF0063  COUNTRY     -  US
 GF0063  USGS QUAD   -  CALICO ROCK (2017)
 GF0063
 GF0063                         *CURRENT SURVEY CONTROL
 GF0063  ______________________________________________________________________
 GF0063* NAD 83(1986) POSITION- 36 07 29.     (N) 092 11 22.     (W)   SCALED
 GF0063* NAVD 88 ORTHO HEIGHT -   114.548 (meters)      375.81  (feet) ADJUSTED
 GF0063  ______________________________________________________________________
 GF0063  GEOID HEIGHT    -        -28.126 (meters)                     GEOID18
 GF0063  DYNAMIC HEIGHT  -        114.451 (meters)      375.49  (feet) COMP
 GF0063  MODELED GRAVITY -    979,779.3   (mgal)                       NAVD 88
 GF0063
 GF0063  VERT ORDER      -  SECOND    CLASS 0
 GF0063
 GF0063.The horizontal coordinates were scaled from a map and have
 GF0063.an estimated accuracy of +/- 6 seconds.
 GF0063
 GF0063.The orthometric height was determined by differential leveling and
 GF0063.adjusted by the NATIONAL GEODETIC SURVEY
 GF0063.in June 1991.
 GF0063
 GF0063.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0063.GEOID18 height accuracy estimate available here.
 GF0063
 GF0063.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV729980(NAD 83)
 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
 GF0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0063.See file dsdata.pdf to determine how the superseded data were derived.
 GF0063
 GF0063_MARKER: DB = BENCH MARK DISK
 GF0063_SETTING: 66 = SET IN ROCK OUTCROP
 GF0063_STAMPING: L 39 1934
 GF0063_MARK LOGO: CGS
 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  HISTORY     - 20150415 MARK NOT FOUND   ARHD
 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.
 GF0063
 GF0063                          STATION RECOVERY (2015)
 GF0063
 GF0063'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 GF0063'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0107 ***********************************************************************
 FF0107  DESIGNATION -  L 4
 FF0107  PID         -  FF0107
 FF0107  STATE/COUNTY-  AR/POINSETT
 FF0107  COUNTRY     -  US
 FF0107  USGS QUAD   -  TYRONZA (2017)
 FF0107
 FF0107                         *CURRENT SURVEY CONTROL
 FF0107  ______________________________________________________________________
 FF0107* NAD 83(1986) POSITION- 35 29 42.     (N) 090 21 49.     (W)   SCALED
 FF0107* NAVD 88 ORTHO HEIGHT -    67.456 (meters)      221.31  (feet) ADJUSTED
 FF0107  ______________________________________________________________________
 FF0107  GEOID HEIGHT    -        -27.670 (meters)                     GEOID18
 FF0107  DYNAMIC HEIGHT  -         67.397 (meters)      221.12  (feet) COMP
 FF0107  MODELED GRAVITY -    979,755.1   (mgal)                       NAVD 88
 FF0107
 FF0107  VERT ORDER      -  FIRST     CLASS II
 FF0107
 FF0107.The horizontal coordinates were scaled from a map and have
 FF0107.an estimated accuracy of +/- 6 seconds.
 FF0107
 FF0107.The orthometric height was determined by differential leveling and
 FF0107.adjusted by the NATIONAL GEODETIC SURVEY
 FF0107.in June 1991.
 FF0107
 FF0107.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0107.GEOID18 height accuracy estimate available here.
 FF0107
 FF0107.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV391311(NAD 83)
 FF0107
 FF0107                          SUPERSEDED SURVEY CONTROL
 FF0107
 FF0107  NGVD 29 (11/26/84)   67.396  (m)          221.12   (f) ADJUSTED    1 2
 FF0107
 FF0107.Superseded values are not recommended for survey control.
 FF0107
 FF0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0107.See file dsdata.pdf to determine how the superseded data were derived.
 FF0107
 FF0107_MARKER: DB = BENCH MARK DISK
 FF0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0107_STAMPING: 221.138 L 4 1928
 FF0107_MARK LOGO: CGS
 FF0107_PROJECTION: PROJECTING 13 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0594 ***********************************************************************
 GE0594  DESIGNATION -  L 40
 GE0594  PID         -  GE0594
 GE0594  STATE/COUNTY-  AR/FULTON
 GE0594  COUNTRY     -  US
 GE0594  USGS QUAD   -  AGNOS (2017)
 GE0594
 GE0594                         *CURRENT SURVEY CONTROL
 GE0594  ______________________________________________________________________
 GE0594* NAD 83(1986) POSITION- 36 15 47.9    (N) 091 38 16.7    (W)   HD_HELD2
 GE0594* NAVD 88 ORTHO HEIGHT -   233.061 (meters)      764.63  (feet) ADJUSTED
 GE0594  ______________________________________________________________________
 GE0594  GEOID HEIGHT    -        -28.220 (meters)                     GEOID18
 GE0594  DYNAMIC HEIGHT  -        232.865 (meters)      763.99  (feet) COMP
 GE0594  MODELED GRAVITY -    979,784.6   (mgal)                       NAVD 88
 GE0594
 GE0594  VERT ORDER      -  SECOND    CLASS I
 GE0594
 GE0594.The horizontal coordinates were established by autonomous hand held GPS
 GE0594.observations and have an estimated accuracy of +/- 10 meters.
 GE0594
 GE0594.The orthometric height was determined by differential leveling and
 GE0594.adjusted by the NATIONAL GEODETIC SURVEY
 GE0594.in January 2022.
 GE0594
 GE0594.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0594.GEOID18 height accuracy estimate available here.
 GE0594
 GE0594.Click photographs - Photos may exist for this station.
 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     -   214,182.      432,533.      MT  (+/- 10 meters HH2 GPS)
 GE0594
 GE0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA2235014013(NAD 83)
 GE0594
 GE0594                          SUPERSEDED SURVEY CONTROL
 GE0594
 GE0594  NAVD 88 (06/15/91)  233.042  (m)          764.57   (f) SUPERSEDED  2 0
 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
 GE0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0594.See file dsdata.pdf to determine how the superseded data were derived.
 GE0594
 GE0594_MARKER: DB = BENCH MARK DISK
 GE0594_STAMPING: L 40 1934
 GE0594_MARK LOGO: CGS
 GE0594_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0594_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE0594+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2021
 GE0594
 GE0594  HISTORY     - Date     Condition        Report By
 GE0594  HISTORY     - 1934     MONUMENTED       CGS
 GE0594  HISTORY     - 1955     MARK NOT FOUND   CGS
 GE0594  HISTORY     - 20160809 GOOD             ARHD
 GE0594  HISTORY     - 20210901 GOOD             ARHD
 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 COAST AND GEODETIC SURVEY 1955
 GE0594'MARK NOT FOUND.
 GE0594
 GE0594                          STATION RECOVERY (2016)
 GE0594
 GE0594'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (VJB)
 GE0594'RECOVERED IN GOOD CONDITION.
 GE0594
 GE0594                          STATION RECOVERY (2021)
 GE0594
 GE0594'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2021 (JDH)
 GE0594'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GE0299 ***********************************************************************
 GE0299  DESIGNATION -  L 41
 GE0299  PID         -  GE0299
 GE0299  STATE/COUNTY-  AR/RANDOLPH
 GE0299  COUNTRY     -  US
 GE0299  USGS QUAD   -  POCAHONTAS (2017)
 GE0299
 GE0299                         *CURRENT SURVEY CONTROL
 GE0299  ______________________________________________________________________
 GE0299* NAD 83(1986) POSITION- 36 21 21.     (N) 090 55 59.     (W)   SCALED
 GE0299* NAVD 88 ORTHO HEIGHT -   100.627 (meters)      330.14  (feet) ADJUSTED
 GE0299  ______________________________________________________________________
 GE0299  GEOID HEIGHT    -        -28.466 (meters)                     GEOID18
 GE0299  DYNAMIC HEIGHT  -        100.546 (meters)      329.87  (feet) COMP
 GE0299  MODELED GRAVITY -    979,827.6   (mgal)                       NAVD 88
 GE0299
 GE0299  VERT ORDER      -  SECOND    CLASS 0
 GE0299
 GE0299.The horizontal coordinates were scaled from a map and have
 GE0299.an estimated accuracy of +/- 6 seconds.
 GE0299
 GE0299.The orthometric height was determined by differential leveling and
 GE0299.adjusted by the NATIONAL GEODETIC SURVEY
 GE0299.in June 1991.
 GE0299
 GE0299.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0299.GEOID18 height accuracy estimate available here.
 GE0299
 GE0299.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA854254(NAD 83)
 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
 GE0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0299.See file dsdata.pdf to determine how the superseded data were derived.
 GE0299
 GE0299_MARKER: DB = BENCH MARK DISK
 GE0299_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GE0299_STAMPING: L 41 1934
 GE0299_MARK LOGO: CGS
 GE0299_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0299
 GE0299  HISTORY     - Date     Condition        Report By
 GE0299  HISTORY     - 1934     MONUMENTED       CGS
 GE0299  HISTORY     - 1966     GOOD             CGS
 GE0299  HISTORY     - 20020912 MARK NOT FOUND   USACE
 GE0299
 GE0299                          STATION DESCRIPTION
 GE0299
 GE0299'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FF1550 ***********************************************************************
 FF1550  DESIGNATION -  L 42
 FF1550  PID         -  FF1550
 FF1550  STATE/COUNTY-  AR/CLEBURNE
 FF1550  COUNTRY     -  US
 FF1550  USGS QUAD   -  CONCORD (2017)
 FF1550
 FF1550                         *CURRENT SURVEY CONTROL
 FF1550  ______________________________________________________________________
 FF1550* NAD 83(1986) POSITION- 35 40 31.     (N) 091 49 18.     (W)   SCALED
 FF1550* NAVD 88 ORTHO HEIGHT -   326.901 (meters)     1072.51  (feet) ADJUSTED
 FF1550  ______________________________________________________________________
 FF1550  GEOID HEIGHT    -        -27.368 (meters)                     GEOID18
 FF1550  DYNAMIC HEIGHT  -        326.605 (meters)     1071.54  (feet) COMP
 FF1550  MODELED GRAVITY -    979,717.9   (mgal)                       NAVD 88
 FF1550
 FF1550  VERT ORDER      -  SECOND    CLASS 0
 FF1550
 FF1550.The horizontal coordinates were scaled from a map and have
 FF1550.an estimated accuracy of +/- 6 seconds.
 FF1550
 FF1550.The orthometric height was determined by differential leveling and
 FF1550.adjusted by the NATIONAL GEODETIC SURVEY
 FF1550.in June 1991.
 FF1550
 FF1550.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1550.GEOID18 height accuracy estimate available here.
 FF1550
 FF1550.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV066485(NAD 83)
 FF1550
 FF1550                          SUPERSEDED SURVEY CONTROL
 FF1550
 FF1550  NGVD 29 (11/26/84)  326.822  (m)         1072.25   (f) ADJUSTED    2 0
 FF1550
 FF1550.Superseded values are not recommended for survey control.
 FF1550
 FF1550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1550.See file dsdata.pdf to determine how the superseded data were derived.
 FF1550
 FF1550_MARKER: DB = BENCH MARK DISK
 FF1550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1550_STAMPING: L 42 1935
 FF1550_MARK LOGO: CGS
 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  HISTORY     - 20111109 MARK NOT FOUND   ARHD
 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.
 FF1550
 FF1550                          STATION RECOVERY (2011)
 FF1550
 FF1550'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (KWS)
 FF1550'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1305 ***********************************************************************
 FG1305  DESIGNATION -  L 45
 FG1305  PID         -  FG1305
 FG1305  STATE/COUNTY-  AR/LOGAN
 FG1305  COUNTRY     -  US
 FG1305  USGS QUAD   -  BOONEVILLE (2017)
 FG1305
 FG1305                         *CURRENT SURVEY CONTROL
 FG1305  ______________________________________________________________________
 FG1305* NAD 83(1986) POSITION- 35 11 39.     (N) 093 55 29.     (W)   SCALED
 FG1305* NAVD 88 ORTHO HEIGHT -   176.361 (meters)      578.61  (feet) ADJUSTED
 FG1305  ______________________________________________________________________
 FG1305  GEOID HEIGHT    -        -30.068 (meters)                     GEOID18
 FG1305  DYNAMIC HEIGHT  -        176.191 (meters)      578.05  (feet) COMP
 FG1305  MODELED GRAVITY -    979,664.3   (mgal)                       NAVD 88
 FG1305
 FG1305  VERT ORDER      -  SECOND    CLASS 0
 FG1305
 FG1305.The horizontal coordinates were scaled from a map and have
 FG1305.an estimated accuracy of +/- 6 seconds.
 FG1305
 FG1305.The orthometric height was determined by differential leveling and
 FG1305.adjusted by the NATIONAL GEODETIC SURVEY
 FG1305.in June 1991.
 FG1305
 FG1305.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1305.GEOID18 height accuracy estimate available here.
 FG1305
 FG1305.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU158949(NAD 83)
 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
 FG1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1305.See file dsdata.pdf to determine how the superseded data were derived.
 FG1305
 FG1305_MARKER: DB = BENCH MARK DISK
 FG1305_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG1305_STAMPING: L 45 1934
 FG1305_MARK LOGO: CGS
 FG1305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG1305
 FG1305  HISTORY     - Date     Condition        Report By
 FG1305  HISTORY     - 1934     MONUMENTED       CGS
 FG1305  HISTORY     - 1959     GOOD             CGS
 FG1305  HISTORY     - 20110324 MARK NOT FOUND   ARHD
 FG1305
 FG1305                          STATION DESCRIPTION
 FG1305
 FG1305'DESCRIBED BY COAST AND 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.
 FG1305
 FG1305                          STATION RECOVERY (2011)
 FG1305
 FG1305'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011
 FG1305'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0052 ***********************************************************************
 FG0052  DESIGNATION -  L 48
 FG0052  PID         -  FG0052
 FG0052  STATE/COUNTY-  AR/VAN BUREN
 FG0052  COUNTRY     -  US
 FG0052  USGS QUAD   -  CLINTON (2017)
 FG0052
 FG0052                         *CURRENT SURVEY CONTROL
 FG0052  ______________________________________________________________________
 FG0052* NAD 83(1986) POSITION- 35 35 59.     (N) 092 26 40.     (W)   SCALED
 FG0052* NAVD 88 ORTHO HEIGHT -   170.917 (meters)      560.75  (feet) ADJUSTED
 FG0052  ______________________________________________________________________
 FG0052  GEOID HEIGHT    -        -27.926 (meters)                     GEOID18
 FG0052  DYNAMIC HEIGHT  -        170.762 (meters)      560.24  (feet) COMP
 FG0052  MODELED GRAVITY -    979,723.1   (mgal)                       NAVD 88
 FG0052
 FG0052  VERT ORDER      -  SECOND    CLASS 0
 FG0052
 FG0052.The horizontal coordinates were scaled from a map and have
 FG0052.an estimated accuracy of +/- 6 seconds.
 FG0052
 FG0052.The orthometric height was determined by differential leveling and
 FG0052.adjusted by the NATIONAL GEODETIC SURVEY
 FG0052.in June 1991.
 FG0052
 FG0052.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0052.GEOID18 height accuracy estimate available here.
 FG0052
 FG0052.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV503396(NAD 83)
 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
 FG0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0052.See file dsdata.pdf to determine how the superseded data were derived.
 FG0052
 FG0052_MARKER: DB = BENCH MARK DISK
 FG0052_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0052_STAMPING: L 48 1934
 FG0052_MARK LOGO: CGS
 FG0052_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0052
 FG0052  HISTORY     - Date     Condition        Report By
 FG0052  HISTORY     - 1934     MONUMENTED       CGS
 FG0052  HISTORY     - 1935     GOOD             CGS
 FG0052  HISTORY     - 1941     MARK NOT FOUND   ARHD
 FG0052  HISTORY     - 20150826 MARK NOT FOUND   ARHD
 FG0052
 FG0052                          STATION DESCRIPTION
 FG0052
 FG0052'DESCRIBED BY COAST AND 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 DEPARTMENT OF TRANSPORTATION 1941
 FG0052'MARK NOT FOUND.
 FG0052
 FG0052                          STATION RECOVERY (2015)
 FG0052
 FG0052'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 FG0052'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0354 ***********************************************************************
 FG0354  DESIGNATION -  L 49
 FG0354  PID         -  FG0354
 FG0354  STATE/COUNTY-  AR/CONWAY
 FG0354  COUNTRY     -  US
 FG0354  USGS QUAD   -  MORRILTON EAST (2017)
 FG0354
 FG0354                         *CURRENT SURVEY CONTROL
 FG0354  ______________________________________________________________________
 FG0354* NAD 83(1986) POSITION- 35 09 47.85   (N) 092 44 40.47   (W)   HD_HELD1
 FG0354* NAVD 88 ORTHO HEIGHT -   106.750 (meters)      350.23  (feet) ADJUSTED
 FG0354  ______________________________________________________________________
 FG0354  GEOID HEIGHT    -        -28.585 (meters)                     GEOID18
 FG0354  DYNAMIC HEIGHT  -        106.649 (meters)      349.90  (feet) COMP
 FG0354  MODELED GRAVITY -    979,688.9   (mgal)                       NAVD 88
 FG0354
 FG0354  VERT ORDER      -  SECOND    CLASS 0
 FG0354
 FG0354.The horizontal coordinates were determined by differentially corrected
 FG0354.hand held GPS observations or other comparable positioning techniques
 FG0354.and have an estimated accuracy of +/- 3 meters.
 FG0354
 FG0354.The orthometric height was determined by differential leveling and
 FG0354.adjusted by the NATIONAL GEODETIC SURVEY
 FG0354.in June 1991.
 FG0354
 FG0354.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0354.GEOID18 height accuracy estimate available here.
 FG0354
 FG0354.Click photographs - Photos may exist for this station.
 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     -    92,333.3     332,167.6     MT  (+/- 3 meters HH1 GPS) 
 FG0354
 FG0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU2326191181(NAD 83)
 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
 FG0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0354.See file dsdata.pdf to determine how the superseded data were derived.
 FG0354
 FG0354_MARKER: DB = BENCH MARK DISK
 FG0354_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0354_STAMPING: L 49 1934
 FG0354_MARK LOGO: CGS
 FG0354_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0354
 FG0354  HISTORY     - Date     Condition        Report By
 FG0354  HISTORY     - 1934     MONUMENTED       CGS
 FG0354  HISTORY     - 1959     GOOD             CGS
 FG0354  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG0354
 FG0354                          STATION DESCRIPTION
 FG0354
 FG0354'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 GF0476 ***********************************************************************
 GF0476  DESIGNATION -  L 51
 GF0476  PID         -  GF0476
 GF0476  STATE/COUNTY-  AR/MADISON
 GF0476  COUNTRY     -  US
 GF0476  USGS QUAD   -  HUNTSVILLE (2017)
 GF0476
 GF0476                         *CURRENT SURVEY CONTROL
 GF0476  ______________________________________________________________________
 GF0476* NAD 83(1986) POSITION- 36 03 32.     (N) 093 43 37.     (W)   SCALED
 GF0476* NAVD 88 ORTHO HEIGHT -   482.287 (meters)     1582.30  (feet) ADJUSTED
 GF0476  ______________________________________________________________________
 GF0476  GEOID HEIGHT    -        -27.974 (meters)                     GEOID18
 GF0476  DYNAMIC HEIGHT  -        481.840 (meters)     1580.84  (feet) COMP
 GF0476  MODELED GRAVITY -    979,691.5   (mgal)                       NAVD 88
 GF0476
 GF0476  VERT ORDER      -  SECOND    CLASS 0
 GF0476
 GF0476.The horizontal coordinates were scaled from a map and have
 GF0476.an estimated accuracy of +/- 6 seconds.
 GF0476
 GF0476.The orthometric height was determined by differential leveling and
 GF0476.adjusted by the NATIONAL GEODETIC SURVEY
 GF0476.in June 1991.
 GF0476
 GF0476.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0476.GEOID18 height accuracy estimate available here.
 GF0476
 GF0476.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV345907(NAD 83)
 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
 GF0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0476.See file dsdata.pdf to determine how the superseded data were derived.
 GF0476
 GF0476_MARKER: DB = BENCH MARK DISK
 GF0476_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GF0476_STAMPING: L 51 1934
 GF0476_MARK LOGO: CGS
 GF0476_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0476
 GF0476  HISTORY     - Date     Condition        Report By
 GF0476  HISTORY     - 1934     MONUMENTED       CGS
 GF0476  HISTORY     - 1956     MARK NOT FOUND   CGS
 GF0476  HISTORY     - 1973     MARK NOT FOUND   USGS
 GF0476  HISTORY     - 20120910 MARK NOT FOUND   ARHD
 GF0476
 GF0476                          STATION DESCRIPTION
 GF0476
 GF0476'DESCRIBED BY COAST AND 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.
 GF0476
 GF0476                          STATION RECOVERY (2012)
 GF0476
 GF0476'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (AMC)
 GF0476'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1324 ***********************************************************************
 FG1324  DESIGNATION -  L 52
 FG1324  PID         -  FG1324
 FG1324  STATE/COUNTY-  AR/MADISON
 FG1324  COUNTRY     -  US
 FG1324  USGS QUAD   -  DURHAM (2017)
 FG1324
 FG1324                         *CURRENT SURVEY CONTROL
 FG1324  ______________________________________________________________________
 FG1324* NAD 83(1986) POSITION- 35 54 11.     (N) 093 55 51.     (W)   SCALED
 FG1324* NAVD 88 ORTHO HEIGHT -   397.314 (meters)     1303.52  (feet) ADJUSTED
 FG1324  ______________________________________________________________________
 FG1324  GEOID HEIGHT    -        -28.019 (meters)                     GEOID18
 FG1324  DYNAMIC HEIGHT  -        396.947 (meters)     1302.32  (feet) COMP
 FG1324  MODELED GRAVITY -    979,697.1   (mgal)                       NAVD 88
 FG1324
 FG1324  VERT ORDER      -  SECOND    CLASS 0
 FG1324
 FG1324.The horizontal coordinates were scaled from a map and have
 FG1324.an estimated accuracy of +/- 6 seconds.
 FG1324
 FG1324.The orthometric height was determined by differential leveling and
 FG1324.adjusted by the NATIONAL GEODETIC SURVEY
 FG1324.in June 1991.
 FG1324
 FG1324.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1324.GEOID18 height accuracy estimate available here.
 FG1324
 FG1324.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV160735(NAD 83)
 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
 FG1324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1324.See file dsdata.pdf to determine how the superseded data were derived.
 FG1324
 FG1324_MARKER: DB = BENCH MARK DISK
 FG1324_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FG1324_SP_SET: CLIFF
 FG1324_STAMPING: L 52 1934
 FG1324_MARK LOGO: CGS
 FG1324_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1324
 FG1324  HISTORY     - Date     Condition        Report By
 FG1324  HISTORY     - 1934     MONUMENTED       CGS
 FG1324  HISTORY     - 1935     GOOD             CGS
 FG1324  HISTORY     - 19981031 MARK NOT FOUND   USPSQD
 FG1324
 FG1324                          STATION DESCRIPTION
 FG1324
 FG1324'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EH2397 ***********************************************************************
 EH2397  DESIGNATION -  L 53
 EH2397  PID         -  EH2397
 EH2397  STATE/COUNTY-  AR/LONOKE
 EH2397  COUNTRY     -  US
 EH2397  USGS QUAD   -  ENGLAND (2017)
 EH2397
 EH2397                         *CURRENT SURVEY CONTROL
 EH2397  ______________________________________________________________________
 EH2397* NAD 83(1986) POSITION- 34 32 39.0    (N) 091 58 08.9    (W)   HD_HELD2
 EH2397* NAVD 88 ORTHO HEIGHT -    71.672 (meters)      235.14  (feet) ADJUSTED
 EH2397  ______________________________________________________________________
 EH2397  GEOID HEIGHT    -        -26.303 (meters)                     GEOID18
 EH2397  DYNAMIC HEIGHT  -         71.605 (meters)      234.92  (feet) COMP
 EH2397  MODELED GRAVITY -    979,694.9   (mgal)                       NAVD 88
 EH2397
 EH2397  VERT ORDER      -  SECOND    CLASS 0
 EH2397
 EH2397.The horizontal coordinates were established by autonomous hand held GPS
 EH2397.observations and have an estimated accuracy of +/- 10 meters.
 EH2397
 EH2397.The orthometric height was determined by differential leveling and
 EH2397.adjusted by the NATIONAL GEODETIC SURVEY
 EH2397.in June 1991.
 EH2397
 EH2397.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2397.GEOID18 height accuracy estimate available here.
 EH2397
 EH2397.Click photographs - Photos may exist for this station.
 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     -   608,242.      402,833.      MT  (+/- 10 meters HH2 GPS)
 EH2397
 EH2397_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU9458822977(NAD 83)
 EH2397
 EH2397                          SUPERSEDED SURVEY CONTROL
 EH2397
 EH2397  NGVD 29 (11/26/84)   71.712  (m)          235.28   (f) ADJUSTED    2 0
 EH2397
 EH2397.Superseded values are not recommended for survey control.
 EH2397
 EH2397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2397.See file dsdata.pdf to determine how the superseded data were derived.
 EH2397
 EH2397_MARKER: DB = BENCH MARK DISK
 EH2397_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH2397_SP_SET: BUILDING
 EH2397_STAMPING: L 53 1934
 EH2397_MARK LOGO: CGS
 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 DEPARTMENT OF TRANSPORTATION 2003
 EH2397'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1235 ***********************************************************************
 EH1235  DESIGNATION -  L 55
 EH1235  PID         -  EH1235
 EH1235  STATE/COUNTY-  AR/MONROE
 EH1235  COUNTRY     -  US
 EH1235  USGS QUAD   -  KEEVIL (2017)
 EH1235
 EH1235                         *CURRENT SURVEY CONTROL
 EH1235  ______________________________________________________________________
 EH1235* NAD 83(1986) POSITION- 34 49 48.     (N) 091 14 56.     (W)   SCALED
 EH1235* NAVD 88 ORTHO HEIGHT -    57.704 (meters)      189.32  (feet) ADJUSTED
 EH1235  ______________________________________________________________________
 EH1235  GEOID HEIGHT    -        -26.868 (meters)                     GEOID18
 EH1235  DYNAMIC HEIGHT  -         57.651 (meters)      189.14  (feet) COMP
 EH1235  MODELED GRAVITY -    979,709.6   (mgal)                       NAVD 88
 EH1235
 EH1235  VERT ORDER      -  FIRST     CLASS II
 EH1235
 EH1235.The horizontal coordinates were scaled from a map and have
 EH1235.an estimated accuracy of +/- 6 seconds.
 EH1235
 EH1235.The orthometric height was determined by differential leveling and
 EH1235.adjusted by the NATIONAL GEODETIC SURVEY
 EH1235.in June 1991.
 EH1235
 EH1235.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1235.GEOID18 height accuracy estimate available here.
 EH1235
 EH1235.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU601555(NAD 83)
 EH1235
 EH1235                          SUPERSEDED SURVEY CONTROL
 EH1235
 EH1235  NGVD 29 (11/26/84)   57.712  (m)          189.34   (f) ADJUSTED    1 2
 EH1235
 EH1235.Superseded values are not recommended for survey control.
 EH1235
 EH1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1235.See file dsdata.pdf to determine how the superseded data were derived.
 EH1235
 EH1235_MARKER: DB = BENCH MARK DISK
 EH1235_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EH1235_STAMPING: L 55 1935
 EH1235_MARK LOGO: CGS
 EH1235_PROJECTION: PROJECTING 10 CENTIMETERS
 EH1235_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1047 ***********************************************************************
 EH1047  DESIGNATION -  L 56 RESET
 EH1047  PID         -  EH1047
 EH1047  STATE/COUNTY-  AR/PHILLIPS
 EH1047  COUNTRY     -  US
 EH1047  USGS QUAD   -  MARVELL (2017)
 EH1047
 EH1047                         *CURRENT SURVEY CONTROL
 EH1047  ______________________________________________________________________
 EH1047* NAD 83(1986) POSITION- 34 32 26.     (N) 090 56 32.     (W)   SCALED
 EH1047* NAVD 88 ORTHO HEIGHT -    57.714 (meters)      189.35  (feet) ADJUSTED
 EH1047  ______________________________________________________________________
 EH1047  GEOID HEIGHT    -        -26.903 (meters)                     GEOID18
 EH1047  DYNAMIC HEIGHT  -         57.658 (meters)      189.17  (feet) COMP
 EH1047  MODELED GRAVITY -    979,673.4   (mgal)                       NAVD 88
 EH1047
 EH1047  VERT ORDER      -  FIRST     CLASS II
 EH1047
 EH1047.The horizontal coordinates were scaled from a map and have
 EH1047.an estimated accuracy of +/- 6 seconds.
 EH1047
 EH1047.The orthometric height was determined by differential leveling and
 EH1047.adjusted by the NATIONAL GEODETIC SURVEY
 EH1047.in August 1993.
 EH1047
 EH1047.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1047.GEOID18 height accuracy estimate available here.
 EH1047
 EH1047.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU888240(NAD 83)
 EH1047
 EH1047                          SUPERSEDED SURVEY CONTROL
 EH1047
 EH1047  NAVD 88 (06/15/91)   57.711  (m)          189.34   (f) SUPERSEDED  1 2
 EH1047  NGVD 29 (11/26/84)   57.747  (m)          189.46   (f) ADJUSTED    1 2
 EH1047
 EH1047.Superseded values are not recommended for survey control.
 EH1047
 EH1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1047.See file dsdata.pdf to determine how the superseded data were derived.
 EH1047
 EH1047_MARKER: DB = BENCH MARK DISK
 EH1047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1047_STAMPING: L 56 RESET 1959
 EH1047_MARK LOGO: CGS
 EH1047_PROJECTION: PROJECTING 3 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1351 ***********************************************************************
 EH1351  DESIGNATION -  L 57
 EH1351  PID         -  EH1351
 EH1351  STATE/COUNTY-  AR/ARKANSAS
 EH1351  COUNTRY     -  US
 EH1351  USGS QUAD   -  DE WITT (2017)
 EH1351
 EH1351                         *CURRENT SURVEY CONTROL
 EH1351  ______________________________________________________________________
 EH1351* NAD 83(1986) POSITION- 34 17 48.     (N) 091 22 13.     (W)   SCALED
 EH1351* NAVD 88 ORTHO HEIGHT -    58.749 (meters)      192.75  (feet) ADJUSTED
 EH1351  ______________________________________________________________________
 EH1351  GEOID HEIGHT    -        -26.401 (meters)                     GEOID18
 EH1351  DYNAMIC HEIGHT  -         58.692 (meters)      192.56  (feet) COMP
 EH1351  MODELED GRAVITY -    979,665.9   (mgal)                       NAVD 88
 EH1351
 EH1351  VERT ORDER      -  FIRST     CLASS II
 EH1351
 EH1351.The horizontal coordinates were scaled from a map and have
 EH1351.an estimated accuracy of +/- 6 seconds.
 EH1351
 EH1351.The orthometric height was determined by differential leveling and
 EH1351.adjusted by the NATIONAL GEODETIC SURVEY
 EH1351.in August 1993.
 EH1351
 EH1351.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1351.GEOID18 height accuracy estimate available here.
 EH1351
 EH1351.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT499962(NAD 83)
 EH1351
 EH1351                          SUPERSEDED SURVEY CONTROL
 EH1351
 EH1351  NAVD 88 (06/15/91)   58.707  (m)          192.61   (f) SUPERSEDED  1 2
 EH1351  NGVD 29 (11/26/84)   58.775  (m)          192.83   (f) ADJUSTED    1 2
 EH1351
 EH1351.Superseded values are not recommended for survey control.
 EH1351
 EH1351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1351.See file dsdata.pdf to determine how the superseded data were derived.
 EH1351
 EH1351_MARKER: DB = BENCH MARK DISK
 EH1351_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EH1351_STAMPING: L 57 1935
 EH1351_MARK LOGO: CGS
 EH1351_PROJECTION: PROJECTING 9 CENTIMETERS
 EH1351_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EK0040 ***********************************************************************
 EK0040  DESIGNATION -  L 58
 EK0040  PID         -  EK0040
 EK0040  STATE/COUNTY-  AR/POLK
 EK0040  COUNTRY     -  US
 EK0040  USGS QUAD   -  RICH MOUNTAIN (2017)
 EK0040
 EK0040                         *CURRENT SURVEY CONTROL
 EK0040  ______________________________________________________________________
 EK0040* NAD 83(1986) POSITION- 34 41 05.     (N) 094 18 00.     (W)   SCALED
 EK0040* NAVD 88 ORTHO HEIGHT -   452.248 (meters)     1483.75  (feet) ADJUSTED
 EK0040  ______________________________________________________________________
 EK0040  GEOID HEIGHT    -        -30.597 (meters)                     GEOID18
 EK0040  DYNAMIC HEIGHT  -        451.751 (meters)     1482.12  (feet) COMP
 EK0040  MODELED GRAVITY -    979,522.0   (mgal)                       NAVD 88
 EK0040
 EK0040  VERT ORDER      -  SECOND    CLASS 0
 EK0040
 EK0040.The horizontal coordinates were scaled from a map and have
 EK0040.an estimated accuracy of +/- 6 seconds.
 EK0040
 EK0040.The orthometric height was determined by differential leveling and
 EK0040.adjusted by the NATIONAL GEODETIC SURVEY
 EK0040.in June 1991.
 EK0040
 EK0040.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0040.GEOID18 height accuracy estimate available here.
 EK0040
 EK0040.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU809388(NAD 83)
 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
 EK0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0040.See file dsdata.pdf to determine how the superseded data were derived.
 EK0040
 EK0040_MARKER: DB = BENCH MARK DISK
 EK0040_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EK0040_STAMPING: L 58 1934
 EK0040_MARK LOGO: CGS
 EK0040_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0040
 EK0040  HISTORY     - Date     Condition        Report By
 EK0040  HISTORY     - 1934     MONUMENTED       CGS
 EK0040  HISTORY     - 1961     GOOD             CGS
 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 COAST AND GEODETIC SURVEY 1961
 EK0040'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1317 ***********************************************************************
 EJ1317  DESIGNATION -  L 59
 EJ1317  PID         -  EJ1317
 EJ1317  STATE/COUNTY-  AR/MONTGOMERY
 EJ1317  COUNTRY     -  US
 EJ1317  USGS QUAD   -  AMITY (2017)
 EJ1317
 EJ1317                         *CURRENT SURVEY CONTROL
 EJ1317  ______________________________________________________________________
 EJ1317* NAD 83(1986) POSITION- 34 22 19.     (N) 093 24 40.     (W)   SCALED
 EJ1317* NAVD 88 ORTHO HEIGHT -   179.149 (meters)      587.76  (feet) ADJUSTED
 EJ1317  ______________________________________________________________________
 EJ1317  GEOID HEIGHT    -        -27.668 (meters)                     GEOID18
 EJ1317  DYNAMIC HEIGHT  -        178.968 (meters)      587.16  (feet) COMP
 EJ1317  MODELED GRAVITY -    979,621.0   (mgal)                       NAVD 88
 EJ1317
 EJ1317  VERT ORDER      -  SECOND    CLASS 0
 EJ1317
 EJ1317.The horizontal coordinates were scaled from a map and have
 EJ1317.an estimated accuracy of +/- 6 seconds.
 EJ1317
 EJ1317.The orthometric height was determined by differential leveling and
 EJ1317.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1317.in June 1991.
 EJ1317
 EJ1317.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1317.GEOID18 height accuracy estimate available here.
 EJ1317
 EJ1317.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU622034(NAD 83)
 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
 EJ1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1317.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1317
 EJ1317_MARKER: DB = BENCH MARK DISK
 EJ1317_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ1317_STAMPING: L 59 1934
 EJ1317_MARK LOGO: CGS
 EJ1317_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1317
 EJ1317  HISTORY     - Date     Condition        Report By
 EJ1317  HISTORY     - 1934     MONUMENTED       CGS
 EJ1317  HISTORY     - 1962     GOOD             CGS
 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 COAST AND GEODETIC SURVEY 1962
 EJ1317'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0110 ***********************************************************************
 GF0110  DESIGNATION -  L 6
 GF0110  PID         -  GF0110
 GF0110  STATE/COUNTY-  AR/BOONE
 GF0110  COUNTRY     -  US
 GF0110  USGS QUAD   -  EVERTON (2017)
 GF0110
 GF0110                         *CURRENT SURVEY CONTROL
 GF0110  ______________________________________________________________________
 GF0110* NAD 83(1986) POSITION- 36 09 20.     (N) 092 54 25.     (W)   SCALED
 GF0110* NAVD 88 ORTHO HEIGHT -   261.095 (meters)      856.61  (feet) ADJUSTED
 GF0110  ______________________________________________________________________
 GF0110  GEOID HEIGHT    -        -28.375 (meters)                     GEOID18
 GF0110  DYNAMIC HEIGHT  -        260.864 (meters)      855.85  (feet) COMP
 GF0110  MODELED GRAVITY -    979,739.6   (mgal)                       NAVD 88
 GF0110
 GF0110  VERT ORDER      -  FIRST     CLASS II
 GF0110
 GF0110.The horizontal coordinates were scaled from a map and have
 GF0110.an estimated accuracy of +/- 6 seconds.
 GF0110
 GF0110.The orthometric height was determined by differential leveling and
 GF0110.adjusted by the NATIONAL GEODETIC SURVEY
 GF0110.in June 1991.
 GF0110
 GF0110.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0110.GEOID18 height accuracy estimate available here.
 GF0110
 GF0110.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA083012(NAD 83)
 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
 GF0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0110.See file dsdata.pdf to determine how the superseded data were derived.
 GF0110
 GF0110_MARKER: DB = BENCH MARK DISK
 GF0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0110_STAMPING: L 6 1931
 GF0110_MARK LOGO: CGS
 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             CGS
 GF0110
 GF0110                          STATION DESCRIPTION
 GF0110
 GF0110'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1328 ***********************************************************************
 EJ1328  DESIGNATION -  L 61
 EJ1328  PID         -  EJ1328
 EJ1328  STATE/COUNTY-  AR/PIKE
 EJ1328  COUNTRY     -  US
 EJ1328  USGS QUAD   -  NARROWS DAM (2017)
 EJ1328
 EJ1328                         *CURRENT SURVEY CONTROL
 EJ1328  ______________________________________________________________________
 EJ1328* NAD 83(1986) POSITION- 34 08 47.     (N) 093 37 59.     (W)   SCALED
 EJ1328* NAVD 88 ORTHO HEIGHT -   160.929 (meters)      527.98  (feet) ADJUSTED
 EJ1328  ______________________________________________________________________
 EJ1328  GEOID HEIGHT    -        -27.393 (meters)                     GEOID18
 EJ1328  DYNAMIC HEIGHT  -        160.765 (meters)      527.44  (feet) COMP
 EJ1328  MODELED GRAVITY -    979,613.5   (mgal)                       NAVD 88
 EJ1328
 EJ1328  VERT ORDER      -  SECOND    CLASS 0
 EJ1328
 EJ1328.The horizontal coordinates were scaled from a map and have
 EJ1328.an estimated accuracy of +/- 6 seconds.
 EJ1328
 EJ1328.The orthometric height was determined by differential leveling and
 EJ1328.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1328.in June 1991.
 EJ1328
 EJ1328.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1328.GEOID18 height accuracy estimate available here.
 EJ1328
 EJ1328.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT416785(NAD 83)
 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
 EJ1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1328.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1328
 EJ1328_MARKER: DB = BENCH MARK DISK
 EJ1328_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EJ1328_SP_SET: BRIDGE
 EJ1328_STAMPING: L 61 1934
 EJ1328_MARK LOGO: CGS
 EJ1328_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1328
 EJ1328  HISTORY     - Date     Condition        Report By
 EJ1328  HISTORY     - 1934     MONUMENTED       CGS
 EJ1328  HISTORY     - 1962     GOOD             CGS
 EJ1328  HISTORY     - 20040923 MARK NOT FOUND   USPSQD
 EJ1328
 EJ1328                          STATION DESCRIPTION
 EJ1328
 EJ1328'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DL1024 ***********************************************************************
 DL1024  DESIGNATION -  L 62
 DL1024  PID         -  DL1024
 DL1024  STATE/COUNTY-  AR/HEMPSTEAD
 DL1024  COUNTRY     -  US
 DL1024  USGS QUAD   -  WASHINGTON (2017)
 DL1024
 DL1024                         *CURRENT SURVEY CONTROL
 DL1024  ______________________________________________________________________
 DL1024* NAD 83(1986) POSITION- 33 49 24.     (N) 093 42 07.     (W)   SCALED
 DL1024* NAVD 88 ORTHO HEIGHT -   103.152 (meters)      338.42  (feet) ADJUSTED
 DL1024  ______________________________________________________________________
 DL1024  GEOID HEIGHT    -        -27.056 (meters)                     GEOID18
 DL1024  DYNAMIC HEIGHT  -        103.046 (meters)      338.08  (feet) COMP
 DL1024  MODELED GRAVITY -    979,605.1   (mgal)                       NAVD 88
 DL1024
 DL1024  VERT ORDER      -  SECOND    CLASS 0
 DL1024
 DL1024.The horizontal coordinates were scaled from a map and have
 DL1024.an estimated accuracy of +/- 6 seconds.
 DL1024
 DL1024.The orthometric height was determined by differential leveling and
 DL1024.adjusted by the NATIONAL GEODETIC SURVEY
 DL1024.in June 1991.
 DL1024
 DL1024.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1024.GEOID18 height accuracy estimate available here.
 DL1024
 DL1024.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT350427(NAD 83)
 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
 DL1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1024.See file dsdata.pdf to determine how the superseded data were derived.
 DL1024
 DL1024_MARKER: DB = BENCH MARK DISK
 DL1024_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DL1024_STAMPING: L 62 1934
 DL1024_MARK LOGO: CGS
 DL1024_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL1024
 DL1024  HISTORY     - Date     Condition        Report By
 DL1024  HISTORY     - 1935     MONUMENTED       CGS
 DL1024  HISTORY     - 1962     GOOD             CGS
 DL1024
 DL1024                          STATION DESCRIPTION
 DL1024
 DL1024'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DM0151 ***********************************************************************
 DM0151  DESIGNATION -  L 63
 DM0151  PID         -  DM0151
 DM0151  STATE/COUNTY-  AR/MILLER
 DM0151  COUNTRY     -  US
 DM0151  USGS QUAD   -  TEXARKANA (2019)
 DM0151
 DM0151                         *CURRENT SURVEY CONTROL
 DM0151  ______________________________________________________________________
 DM0151* NAD 83(1986) POSITION- 33 26 43.59   (N) 094 00 43.00   (W)   HD_HELD1
 DM0151* NAVD 88 ORTHO HEIGHT -    95.597 (meters)      313.64  (feet) ADJUSTED
 DM0151  ______________________________________________________________________
 DM0151  GEOID HEIGHT    -        -26.924 (meters)                     GEOID18
 DM0151  DYNAMIC HEIGHT  -         95.495 (meters)      313.30  (feet) COMP
 DM0151  MODELED GRAVITY -    979,573.2   (mgal)                       NAVD 88
 DM0151
 DM0151  VERT ORDER      -  SECOND    CLASS 0
 DM0151
 DM0151.The horizontal coordinates were determined by differentially corrected
 DM0151.hand held GPS observations or other comparable positioning techniques
 DM0151.and have an estimated accuracy of +/- 3 meters.
 DM0151
 DM0151.The orthometric height was determined by differential leveling and
 DM0151.adjusted by the NATIONAL GEODETIC SURVEY
 DM0151.in June 1991.
 DM0151
 DM0151.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM0151.GEOID18 height accuracy estimate available here.
 DM0151
 DM0151.Click photographs - Photos may exist for this station.
 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     -   488,214.7     212,945.3     MT  (+/- 3 meters HH1 GPS) 
 DM0151
 DM0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT0594401128(NAD 83)
 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
 DM0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0151.See file dsdata.pdf to determine how the superseded data were derived.
 DM0151
 DM0151_MARKER: DB = BENCH MARK DISK
 DM0151_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM0151_SP_SET: CULVERT HEADWALL
 DM0151_STAMPING: L 63 1935
 DM0151_MARK LOGO: CGS
 DM0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0151+STABILITY: SURFACE MOTION
 DM0151
 DM0151  HISTORY     - Date     Condition        Report By
 DM0151  HISTORY     - 1935     MONUMENTED       CGS
 DM0151  HISTORY     - 1964     GOOD             CGS
 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 COAST AND GEODETIC SURVEY 1964
 DM0151'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK1050 ***********************************************************************
 DK1050  DESIGNATION -  L 65
 DK1050  PID         -  DK1050
 DK1050  STATE/COUNTY-  AR/CHICOT
 DK1050  COUNTRY     -  US
 DK1050  USGS QUAD   -  EUDORA NW (2017)
 DK1050
 DK1050                         *CURRENT SURVEY CONTROL
 DK1050  ______________________________________________________________________
 DK1050* NAD 83(1986) POSITION- 33 07 31.     (N) 091 24 50.     (W)   SCALED
 DK1050* NAVD 88 ORTHO HEIGHT -    32.447 (meters)      106.45  (feet) ADJUSTED
 DK1050  ______________________________________________________________________
 DK1050  GEOID HEIGHT    -        -25.913 (meters)                     GEOID18
 DK1050  DYNAMIC HEIGHT  -         32.413 (meters)      106.34  (feet) COMP
 DK1050  MODELED GRAVITY -    979,587.7   (mgal)                       NAVD 88
 DK1050
 DK1050  VERT ORDER      -  SECOND    CLASS 0
 DK1050
 DK1050.The horizontal coordinates were scaled from a map and have
 DK1050.an estimated accuracy of +/- 6 seconds.
 DK1050
 DK1050.The orthometric height was determined by differential leveling and
 DK1050.adjusted by the NATIONAL GEODETIC SURVEY
 DK1050.in June 1991.
 DK1050
 DK1050.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1050.GEOID18 height accuracy estimate available here.
 DK1050
 DK1050.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS479662(NAD 83)
 DK1050
 DK1050                          SUPERSEDED SURVEY CONTROL
 DK1050
 DK1050  NGVD 29 (11/26/84)   32.561  (m)          106.83   (f) ADJUSTED    2 0
 DK1050
 DK1050.Superseded values are not recommended for survey control.
 DK1050
 DK1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1050.See file dsdata.pdf to determine how the superseded data were derived.
 DK1050
 DK1050_MARKER: DB = BENCH MARK DISK
 DK1050_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DK1050_STAMPING: L 65 1935
 DK1050_MARK LOGO: CGS
 DK1050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0450 ***********************************************************************
 FG0450  DESIGNATION -  L 66
 FG0450  PID         -  FG0450
 FG0450  STATE/COUNTY-  AR/POPE
 FG0450  COUNTRY     -  US
 FG0450  USGS QUAD   -  HECTOR (2017)
 FG0450
 FG0450                         *CURRENT SURVEY CONTROL
 FG0450  ______________________________________________________________________
 FG0450* NAD 83(1986) POSITION- 35 27 59.90   (N) 092 58 29.14   (W)   HD_HELD1
 FG0450* NAVD 88 ORTHO HEIGHT -   219.983 (meters)      721.73  (feet) ADJUSTED
 FG0450  ______________________________________________________________________
 FG0450  GEOID HEIGHT    -        -28.648 (meters)                     GEOID18
 FG0450  DYNAMIC HEIGHT  -        219.777 (meters)      721.05  (feet) COMP
 FG0450  MODELED GRAVITY -    979,691.5   (mgal)                       NAVD 88
 FG0450
 FG0450  VERT ORDER      -  SECOND    CLASS 0
 FG0450
 FG0450.The horizontal coordinates were determined by differentially corrected
 FG0450.hand held GPS observations or other comparable positioning techniques
 FG0450.and have an estimated accuracy of +/- 3 meters.
 FG0450
 FG0450.The orthometric height was determined by differential leveling and
 FG0450.adjusted by the NATIONAL GEODETIC SURVEY
 FG0450.in June 1991.
 FG0450
 FG0450.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0450.GEOID18 height accuracy estimate available here.
 FG0450
 FG0450.Click photographs - Photos may exist for this station.
 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     -   126,168.3     311,530.9     MT  (+/- 3 meters HH1 GPS) 
 FG0450
 FG0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV0228924793(NAD 83)
 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
 FG0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0450.See file dsdata.pdf to determine how the superseded data were derived.
 FG0450
 FG0450_MARKER: DB = BENCH MARK DISK
 FG0450_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0450_STAMPING: L 66 1935
 FG0450_MARK LOGO: CGS
 FG0450_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0450_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FG0450+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2016
 FG0450
 FG0450  HISTORY     - Date     Condition        Report By
 FG0450  HISTORY     - 1935     MONUMENTED       CGS
 FG0450  HISTORY     - 20060125 GOOD             ARHD
 FG0450  HISTORY     - 20161228 GOOD             ARHD
 FG0450
 FG0450                          STATION DESCRIPTION
 FG0450
 FG0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 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 DEPARTMENT OF TRANSPORTATION 2006 (MDP)
 FG0450'RECOVERED IN GOOD CONDITION.
 FG0450
 FG0450                          STATION RECOVERY (2016)
 FG0450
 FG0450'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 FG0450'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0477 ***********************************************************************
 FG0477  DESIGNATION -  L 67
 FG0477  PID         -  FG0477
 FG0477  STATE/COUNTY-  AR/POPE
 FG0477  COUNTRY     -  US
 FG0477  USGS QUAD   -  JERUSALEM (2017)
 FG0477
 FG0477                         *CURRENT SURVEY CONTROL
 FG0477  ______________________________________________________________________
 FG0477* NAD 83(1986) POSITION- 35 23 12.02   (N) 092 52 00.03   (W)   HD_HELD1
 FG0477* NAVD 88 ORTHO HEIGHT -   196.228 (meters)      643.79  (feet) ADJUSTED
 FG0477  ______________________________________________________________________
 FG0477  GEOID HEIGHT    -        -28.644 (meters)                     GEOID18
 FG0477  DYNAMIC HEIGHT  -        196.045 (meters)      643.19  (feet) COMP
 FG0477  MODELED GRAVITY -    979,700.7   (mgal)                       NAVD 88
 FG0477
 FG0477  VERT ORDER      -  SECOND    CLASS 0
 FG0477
 FG0477.The horizontal coordinates were determined by differentially corrected
 FG0477.hand held GPS observations or other comparable positioning techniques
 FG0477.and have an estimated accuracy of +/- 3 meters.
 FG0477
 FG0477.The orthometric height was determined by differential leveling and
 FG0477.adjusted by the NATIONAL GEODETIC SURVEY
 FG0477.in June 1991.
 FG0477
 FG0477.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0477.GEOID18 height accuracy estimate available here.
 FG0477
 FG0477.Click photographs - Photos may exist for this station.
 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     -   117,205.3     321,262.4     MT  (+/- 3 meters HH1 GPS) 
 FG0477
 FG0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV1210815933(NAD 83)
 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
 FG0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0477.See file dsdata.pdf to determine how the superseded data were derived.
 FG0477
 FG0477_MARKER: DB = BENCH MARK DISK
 FG0477_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0477_STAMPING: L 67 1935
 FG0477_MARK LOGO: CGS
 FG0477_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0170 ***********************************************************************
 FG0170  DESIGNATION -  L 68
 FG0170  PID         -  FG0170
 FG0170  STATE/COUNTY-  AR/FAULKNER
 FG0170  COUNTRY     -  US
 FG0170  USGS QUAD   -  DAMASCUS (2017)
 FG0170
 FG0170                         *CURRENT SURVEY CONTROL
 FG0170  ______________________________________________________________________
 FG0170* NAD 83(1986) POSITION- 35 16 31.     (N) 092 22 53.     (W)   SCALED
 FG0170* NAVD 88 ORTHO HEIGHT -   196.234 (meters)      643.81  (feet) ADJUSTED
 FG0170  ______________________________________________________________________
 FG0170  GEOID HEIGHT    -        -27.995 (meters)                     GEOID18
 FG0170  DYNAMIC HEIGHT  -        196.050 (meters)      643.21  (feet) COMP
 FG0170  MODELED GRAVITY -    979,692.6   (mgal)                       NAVD 88
 FG0170
 FG0170  VERT ORDER      -  SECOND    CLASS 0
 FG0170
 FG0170.The horizontal coordinates were scaled from a map and have
 FG0170.an estimated accuracy of +/- 6 seconds.
 FG0170
 FG0170.The orthometric height was determined by differential leveling and
 FG0170.adjusted by the NATIONAL GEODETIC SURVEY
 FG0170.in June 1991.
 FG0170
 FG0170.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0170.GEOID18 height accuracy estimate available here.
 FG0170
 FG0170.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV562037(NAD 83)
 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
 FG0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0170.See file dsdata.pdf to determine how the superseded data were derived.
 FG0170
 FG0170_MARKER: DB = BENCH MARK DISK
 FG0170_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0170_STAMPING: L 68 1934
 FG0170_MARK LOGO: CGS
 FG0170_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0170
 FG0170  HISTORY     - Date     Condition        Report By
 FG0170  HISTORY     - 1934     MONUMENTED       CGS
 FG0170  HISTORY     - 1960     MARK NOT FOUND   CGS
 FG0170  HISTORY     - 20150411 MARK NOT FOUND   ARHD
 FG0170
 FG0170                          STATION DESCRIPTION
 FG0170
 FG0170'DESCRIBED BY COAST AND 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.
 FG0170
 FG0170                          STATION RECOVERY (2015)
 FG0170
 FG0170'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (WDA)
 FG0170'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0108 ***********************************************************************
 FG0108  DESIGNATION -  L 69
 FG0108  PID         -  FG0108
 FG0108  STATE/COUNTY-  AR/FAULKNER
 FG0108  COUNTRY     -  US
 FG0108  USGS QUAD   -  VILONIA (2017)
 FG0108
 FG0108                         *CURRENT SURVEY CONTROL
 FG0108  ______________________________________________________________________
 FG0108* NAD 83(1986) POSITION- 35 05 36.24   (N) 092 09 38.83   (W)   HD_HELD1
 FG0108* NAVD 88 ORTHO HEIGHT -    99.666 (meters)      326.99  (feet) ADJUSTED
 FG0108  ______________________________________________________________________
 FG0108  GEOID HEIGHT    -        -27.571 (meters)                     GEOID18
 FG0108  DYNAMIC HEIGHT  -         99.573 (meters)      326.68  (feet) COMP
 FG0108  MODELED GRAVITY -    979,699.8   (mgal)                       NAVD 88
 FG0108
 FG0108  VERT ORDER      -  SECOND    CLASS 0
 FG0108
 FG0108.The horizontal coordinates were determined by differentially corrected
 FG0108.hand held GPS observations or other comparable positioning techniques
 FG0108.and have an estimated accuracy of +/- 3 meters.
 FG0108
 FG0108.The orthometric height was determined by differential leveling and
 FG0108.adjusted by the NATIONAL GEODETIC SURVEY
 FG0108.in June 1991.
 FG0108
 FG0108.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0108.GEOID18 height accuracy estimate available here.
 FG0108
 FG0108.Click photographs - Photos may exist for this station.
 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     -    84,335.1     385,339.2     MT  (+/- 3 meters HH1 GPS) 
 FG0108
 FG0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7649383722(NAD 83)
 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
 FG0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0108.See file dsdata.pdf to determine how the superseded data were derived.
 FG0108
 FG0108_MARKER: DB = BENCH MARK DISK
 FG0108_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0108_STAMPING: L 69 1934
 FG0108_MARK LOGO: CGS
 FG0108_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0108
 FG0108  HISTORY     - Date     Condition        Report By
 FG0108  HISTORY     - 1934     MONUMENTED       CGS
 FG0108  HISTORY     - 1959     GOOD             CGS
 FG0108  HISTORY     - 20050217 MARK NOT FOUND   ARHD
 FG0108  HISTORY     - 20110719 MARK NOT FOUND   ARHD
 FG0108
 FG0108                          STATION DESCRIPTION
 FG0108
 FG0108'DESCRIBED BY COAST AND 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 DEPARTMENT OF TRANSPORTATION 2005 (VJB)
 FG0108'MARK NOT FOUND.
 FG0108
 FG0108                          STATION RECOVERY (2011)
 FG0108
 FG0108'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (SES)
 FG0108'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0036 ***********************************************************************
 FG0036  DESIGNATION -  L 7
 FG0036  PID         -  FG0036
 FG0036  STATE/COUNTY-  AR/VAN BUREN
 FG0036  COUNTRY     -  US
 FG0036  USGS QUAD   -  SHIRLEY (2017)
 FG0036
 FG0036                         *CURRENT SURVEY CONTROL
 FG0036  ______________________________________________________________________
 FG0036* NAD 83(1986) POSITION- 35 41 02.     (N) 092 18 18.     (W)   SCALED
 FG0036* NAVD 88 ORTHO HEIGHT -   169.386 (meters)      555.73  (feet) ADJUSTED
 FG0036  ______________________________________________________________________
 FG0036  GEOID HEIGHT    -        -27.722 (meters)                     GEOID18
 FG0036  DYNAMIC HEIGHT  -        169.230 (meters)      555.22  (feet) COMP
 FG0036  MODELED GRAVITY -    979,708.2   (mgal)                       NAVD 88
 FG0036
 FG0036  VERT ORDER      -  FIRST     CLASS II
 FG0036
 FG0036.The horizontal coordinates were scaled from a map and have
 FG0036.an estimated accuracy of +/- 6 seconds.
 FG0036
 FG0036.The orthometric height was determined by differential leveling and
 FG0036.adjusted by the NATIONAL GEODETIC SURVEY
 FG0036.in June 1991.
 FG0036
 FG0036.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0036.GEOID18 height accuracy estimate available here.
 FG0036
 FG0036.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV628491(NAD 83)
 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
 FG0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0036.See file dsdata.pdf to determine how the superseded data were derived.
 FG0036
 FG0036_MARKER: DB = BENCH MARK DISK
 FG0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0036_STAMPING: L 7 1931
 FG0036_MARK LOGO: CGS
 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             CGS
 FG0036  HISTORY     - 1935     MARK NOT FOUND   CGS
 FG0036
 FG0036                          STATION DESCRIPTION
 FG0036
 FG0036'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1935
 FG0036'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0008 ***********************************************************************
 EJ0008  DESIGNATION -  L 70
 EJ0008  PID         -  EJ0008
 EJ0008  STATE/COUNTY-  AR/PULASKI
 EJ0008  COUNTRY     -  US
 EJ0008  USGS QUAD   -  MAYFLOWER (2017)
 EJ0008
 EJ0008                         *CURRENT SURVEY CONTROL
 EJ0008  ______________________________________________________________________
 EJ0008* NAD 83(1986) POSITION- 34 52 46.12   (N) 092 23 24.83   (W)   HD_HELD1
 EJ0008* NAVD 88 ORTHO HEIGHT -    81.827 (meters)      268.46  (feet) ADJUSTED
 EJ0008  ______________________________________________________________________
 EJ0008  GEOID HEIGHT    -        -27.225 (meters)                     GEOID18
 EJ0008  DYNAMIC HEIGHT  -         81.750 (meters)      268.21  (feet) COMP
 EJ0008  MODELED GRAVITY -    979,700.4   (mgal)                       NAVD 88
 EJ0008
 EJ0008  VERT ORDER      -  FIRST     CLASS II
 EJ0008
 EJ0008.The horizontal coordinates were determined by differentially corrected
 EJ0008.hand held GPS observations or other comparable positioning techniques
 EJ0008.and have an estimated accuracy of +/- 3 meters.
 EJ0008
 EJ0008.The orthometric height was determined by differential leveling and
 EJ0008.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0008.in June 1991.
 EJ0008
 EJ0008.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0008.GEOID18 height accuracy estimate available here.
 EJ0008
 EJ0008.Click photographs - Photos may exist for this station.
 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     -   645,507.0     364,323.5     MT  (+/- 3 meters HH1 GPS) 
 EJ0008
 EJ0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5572459847(NAD 83)
 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
 EJ0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0008.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0008
 EJ0008_MARKER: DB = BENCH MARK DISK
 EJ0008_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0008_STAMPING: L 70 1934
 EJ0008_MARK LOGO: CGS
 EJ0008_PROJECTION: RECESSED 3 CENTIMETERS
 EJ0008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0008
 EJ0008  HISTORY     - Date     Condition        Report By
 EJ0008  HISTORY     - 1934     MONUMENTED       CGS
 EJ0008  HISTORY     - 1967     GOOD             CGS
 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG0404 ***********************************************************************
 FG0404  DESIGNATION -  L 71
 FG0404  PID         -  FG0404
 FG0404  STATE/COUNTY-  AR/PERRY
 FG0404  COUNTRY     -  US
 FG0404  USGS QUAD   -  HOUSTON (2017)
 FG0404
 FG0404                         *CURRENT SURVEY CONTROL
 FG0404  ______________________________________________________________________
 FG0404* NAD 83(1986) POSITION- 35 01 57.64   (N) 092 41 33.19   (W)   HD_HELD1
 FG0404* NAVD 88 ORTHO HEIGHT -    91.082 (meters)      298.82  (feet) ADJUSTED
 FG0404  ______________________________________________________________________
 FG0404  GEOID HEIGHT    -        -28.257 (meters)                     GEOID18
 FG0404  DYNAMIC HEIGHT  -         90.996 (meters)      298.54  (feet) COMP
 FG0404  MODELED GRAVITY -    979,686.1   (mgal)                       NAVD 88
 FG0404
 FG0404  VERT ORDER      -  SECOND    CLASS I
 FG0404
 FG0404.The horizontal coordinates were determined by differentially corrected
 FG0404.hand held GPS observations or other comparable positioning techniques
 FG0404.and have an estimated accuracy of +/- 3 meters.
 FG0404
 FG0404.The orthometric height was determined by differential leveling and
 FG0404.adjusted by the NATIONAL GEODETIC SURVEY
 FG0404.in September 2023.
 FG0404
 FG0404.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0404.GEOID18 height accuracy estimate available here.
 FG0404
 FG0404.Click photographs - Photos may exist for this station.
 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     -    77,808.9     336,804.9     MT  (+/- 3 meters HH1 GPS) 
 FG0404
 FG0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU2804376710(NAD 83)
 FG0404
 FG0404                          SUPERSEDED SURVEY CONTROL
 FG0404
 FG0404  NAVD 88 (06/15/91)   91.105  (m)          298.90   (f) SUPERSEDED  2 0
 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
 FG0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0404.See file dsdata.pdf to determine how the superseded data were derived.
 FG0404
 FG0404_MARKER: DB = BENCH MARK DISK
 FG0404_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0404_STAMPING: L 71 1934
 FG0404_MARK LOGO: CGS
 FG0404_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0316 ***********************************************************************
 FG0316  DESIGNATION -  L 72
 FG0316  PID         -  FG0316
 FG0316  STATE/COUNTY-  AR/POPE
 FG0316  COUNTRY     -  US
 FG0316  USGS QUAD   -  ATKINS (2017)
 FG0316
 FG0316                         *CURRENT SURVEY CONTROL
 FG0316  ______________________________________________________________________
 FG0316* NAD 83(1986) POSITION- 35 14 30.63   (N) 092 52 30.07   (W)   HD_HELD1
 FG0316* NAVD 88 ORTHO HEIGHT -   100.453 (meters)      329.57  (feet) ADJUSTED
 FG0316  ______________________________________________________________________
 FG0316  GEOID HEIGHT    -        -28.783 (meters)                     GEOID18
 FG0316  DYNAMIC HEIGHT  -        100.359 (meters)      329.26  (feet) COMP
 FG0316  MODELED GRAVITY -    979,696.8   (mgal)                       NAVD 88
 FG0316
 FG0316  VERT ORDER      -  SECOND    CLASS I
 FG0316
 FG0316.The horizontal coordinates were determined by differentially corrected
 FG0316.hand held GPS observations or other comparable positioning techniques
 FG0316.and have an estimated accuracy of +/- 3 meters.
 FG0316
 FG0316.The orthometric height was determined by differential leveling and
 FG0316.adjusted by the NATIONAL GEODETIC SURVEY
 FG0316.in September 2023.
 FG0316
 FG0316.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0316.GEOID18 height accuracy estimate available here.
 FG0316
 FG0316.Click photographs - Photos may exist for this station.
 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     -   101,145.0     320,361.5     MT  (+/- 3 meters HH1 GPS) 
 FG0316
 FG0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU1137199870(NAD 83)
 FG0316
 FG0316                          SUPERSEDED SURVEY CONTROL
 FG0316
 FG0316  NAVD 88 (06/15/91)  100.482  (m)          329.66   (f) SUPERSEDED  1 2
 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
 FG0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0316.See file dsdata.pdf to determine how the superseded data were derived.
 FG0316
 FG0316_MARKER: DB = BENCH MARK DISK
 FG0316_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0316_STAMPING: L 72 1934
 FG0316_MARK LOGO: CGS
 FG0316_PROJECTION: PROJECTING 10 CENTIMETERS
 FG0316_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0316_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG0316+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2015
 FG0316
 FG0316  HISTORY     - Date     Condition        Report By
 FG0316  HISTORY     - 1934     MONUMENTED       CGS
 FG0316  HISTORY     - 1967     GOOD             CGS
 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  HISTORY     - 20070427 GOOD             PB
 FG0316  HISTORY     - 20151020 GOOD             CONSOL
 FG0316
 FG0316                          STATION DESCRIPTION
 FG0316
 FG0316'DESCRIBED BY COAST AND 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.
 FG0316
 FG0316                          STATION RECOVERY (2007)
 FG0316
 FG0316'RECOVERY NOTE BY PBS&J 2007
 FG0316'RECOVERED AS DESCRIBED
 FG0316
 FG0316                          STATION RECOVERY (2015)
 FG0316
 FG0316'RECOVERY NOTE BY CONSOLIDATED LAND SERVICE 2015
 FG0316'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0924 ***********************************************************************
 EJ0924  DESIGNATION -  L 73
 EJ0924  PID         -  EJ0924
 EJ0924  STATE/COUNTY-  AR/SALINE
 EJ0924  COUNTRY     -  US
 EJ0924  USGS QUAD   -  PARON (2017)
 EJ0924
 EJ0924                         *CURRENT SURVEY CONTROL
 EJ0924  ______________________________________________________________________
 EJ0924* NAD 83(1986) POSITION- 34 49 17.     (N) 092 46 44.     (W)   SCALED
 EJ0924* NAVD 88 ORTHO HEIGHT -   191.829 (meters)      629.36  (feet) ADJUSTED
 EJ0924  ______________________________________________________________________
 EJ0924  GEOID HEIGHT    -        -27.597 (meters)                     GEOID18
 EJ0924  DYNAMIC HEIGHT  -        191.643 (meters)      628.75  (feet) COMP
 EJ0924  MODELED GRAVITY -    979,658.5   (mgal)                       NAVD 88
 EJ0924
 EJ0924  VERT ORDER      -  SECOND    CLASS 0
 EJ0924
 EJ0924.The horizontal coordinates were scaled from a map and have
 EJ0924.an estimated accuracy of +/- 6 seconds.
 EJ0924
 EJ0924.The orthometric height was determined by differential leveling and
 EJ0924.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0924.in June 1991.
 EJ0924
 EJ0924.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0924.GEOID18 height accuracy estimate available here.
 EJ0924
 EJ0924.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU202532(NAD 83)
 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
 EJ0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0924.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0924
 EJ0924_MARKER: DB = BENCH MARK DISK
 EJ0924_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0924_STAMPING: L 73 1935
 EJ0924_MARK LOGO: CGS
 EJ0924_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0925 ***********************************************************************
 EJ0925  DESIGNATION -  L 73 RESET
 EJ0925  PID         -  EJ0925
 EJ0925  STATE/COUNTY-  AR/SALINE
 EJ0925  COUNTRY     -  US
 EJ0925  USGS QUAD   -  PARON (2017)
 EJ0925
 EJ0925                         *CURRENT SURVEY CONTROL
 EJ0925  ______________________________________________________________________
 EJ0925* NAD 83(1986) POSITION- 34 49 17.     (N) 092 46 44.     (W)   SCALED
 EJ0925* NAVD 88 ORTHO HEIGHT -   192.22  (meters)      630.6   (feet) RESET
 EJ0925  ______________________________________________________________________
 EJ0925  GEOID HEIGHT    -        -27.597 (meters)                     GEOID18
 EJ0925  VERT ORDER      -  THIRD
 EJ0925
 EJ0925.The horizontal coordinates were scaled from a map and have
 EJ0925.an estimated accuracy of +/- 6 seconds.
 EJ0925
 EJ0925.The orthometric height was computed from unverified reset data.
 EJ0925
 EJ0925.No vertical observational check was made to the station.
 EJ0925
 EJ0925.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0925.GEOID18 height accuracy estimate available here.
 EJ0925
 EJ0925.Click photographs - Photos may exist for this station.
 EJ0925
 EJ0925;                    North         East    Units  Estimated Accuracy
 EJ0925;SPC AR S     -   639,270.      328,740.      MT  (+/- 180 meters Scaled)
 EJ0925
 EJ0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU202532(NAD 83)
 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
 EJ0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0925.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0925
 EJ0925_MARKER: DB = BENCH MARK DISK
 EJ0925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0925_STAMPING: L 73 RESET 1959
 EJ0925_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1236 ***********************************************************************
 FF1236  DESIGNATION -  L 74
 FF1236  PID         -  FF1236
 FF1236  STATE/COUNTY-  AR/WOODRUFF
 FF1236  COUNTRY     -  US
 FF1236  USGS QUAD   -  MCCRORY (2017)
 FF1236
 FF1236                         *CURRENT SURVEY CONTROL
 FF1236  ______________________________________________________________________
 FF1236* NAD 83(1986) POSITION- 35 15 30.     (N) 091 14 03.     (W)   SCALED
 FF1236* NAVD 88 ORTHO HEIGHT -    61.107 (meters)      200.48  (feet) ADJUSTED
 FF1236  ______________________________________________________________________
 FF1236  GEOID HEIGHT    -        -27.368 (meters)                     GEOID18
 FF1236  DYNAMIC HEIGHT  -         61.051 (meters)      200.30  (feet) COMP
 FF1236  MODELED GRAVITY -    979,732.9   (mgal)                       NAVD 88
 FF1236
 FF1236  VERT ORDER      -  SECOND    CLASS 0
 FF1236
 FF1236.The horizontal coordinates were scaled from a map and have
 FF1236.an estimated accuracy of +/- 6 seconds.
 FF1236
 FF1236.The orthometric height was determined by differential leveling and
 FF1236.adjusted by the NATIONAL GEODETIC SURVEY
 FF1236.in June 1991.
 FF1236
 FF1236.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1236.GEOID18 height accuracy estimate available here.
 FF1236
 FF1236.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV606031(NAD 83)
 FF1236
 FF1236                          SUPERSEDED SURVEY CONTROL
 FF1236
 FF1236  NGVD 29 (11/26/84)   61.069  (m)          200.36   (f) ADJUSTED    2 0
 FF1236
 FF1236.Superseded values are not recommended for survey control.
 FF1236
 FF1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1236.See file dsdata.pdf to determine how the superseded data were derived.
 FF1236
 FF1236_MARKER: DB = BENCH MARK DISK
 FF1236_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF1236_STAMPING: 200.305 L 74 1934
 FF1236_MARK LOGO: CGS
 FF1236_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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  HISTORY     - 20140911 MARK NOT FOUND   ARHD
 FF1236
 FF1236                          STATION DESCRIPTION
 FF1236
 FF1236'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 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.
 FF1236
 FF1236                          STATION RECOVERY (2014)
 FF1236
 FF1236'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (BAB)
 FF1236'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0780 ***********************************************************************
 EJ0780  DESIGNATION -  L 78
 EJ0780  PID         -  EJ0780
 EJ0780  STATE/COUNTY-  AR/GARLAND
 EJ0780  COUNTRY     -  US
 EJ0780  USGS QUAD   -  LONSDALE (2017)
 EJ0780
 EJ0780                         *CURRENT SURVEY CONTROL
 EJ0780  ______________________________________________________________________
 EJ0780* NAD 83(1986) POSITION- 34 32 40.     (N) 092 48 30.     (W)   SCALED
 EJ0780* NAVD 88 ORTHO HEIGHT -   129.257 (meters)      424.07  (feet) ADJUSTED
 EJ0780  ______________________________________________________________________
 EJ0780  GEOID HEIGHT    -        -26.714 (meters)                     GEOID18
 EJ0780  DYNAMIC HEIGHT  -        129.133 (meters)      423.66  (feet) COMP
 EJ0780  MODELED GRAVITY -    979,674.7   (mgal)                       NAVD 88
 EJ0780
 EJ0780  VERT ORDER      -  SECOND    CLASS 0
 EJ0780
 EJ0780.The horizontal coordinates were scaled from a map and have
 EJ0780.an estimated accuracy of +/- 6 seconds.
 EJ0780
 EJ0780.The orthometric height was determined by differential leveling and
 EJ0780.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0780.in June 1991.
 EJ0780
 EJ0780.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0780.GEOID18 height accuracy estimate available here.
 EJ0780
 EJ0780.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU175225(NAD 83)
 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
 EJ0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0780.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0780
 EJ0780_MARKER: DB = BENCH MARK DISK
 EJ0780_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0780_STAMPING: L 78 1935
 EJ0780_MARK LOGO: CGS
 EJ0780_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0780
 EJ0780  HISTORY     - Date     Condition        Report By
 EJ0780  HISTORY     - 1935     MONUMENTED       CGS
 EJ0780  HISTORY     - 1935     GOOD             CGS
 EJ0780  HISTORY     - 1939     GOOD             CGS
 EJ0780  HISTORY     - 20110921 MARK NOT FOUND   ARHD
 EJ0780
 EJ0780                          STATION DESCRIPTION
 EJ0780
 EJ0780'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1939
 EJ0780'RECOVERED IN GOOD CONDITION.
 EJ0780
 EJ0780                          STATION RECOVERY (2011)
 EJ0780
 EJ0780'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (AMC)
 EJ0780'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0757 ***********************************************************************
 EJ0757  DESIGNATION -  L 79
 EJ0757  PID         -  EJ0757
 EJ0757  STATE/COUNTY-  AR/SALINE
 EJ0757  COUNTRY     -  US
 EJ0757  USGS QUAD   -  BENTON (2017)
 EJ0757
 EJ0757                         *CURRENT SURVEY CONTROL
 EJ0757  ______________________________________________________________________
 EJ0757* NAD 83(1986) POSITION- 34 31 48.     (N) 092 37 06.     (W)   SCALED
 EJ0757* NAVD 88 ORTHO HEIGHT -    87.012 (meters)      285.47  (feet) ADJUSTED
 EJ0757  ______________________________________________________________________
 EJ0757  GEOID HEIGHT    -        -26.387 (meters)                     GEOID18
 EJ0757  DYNAMIC HEIGHT  -         86.931 (meters)      285.21  (feet) COMP
 EJ0757  MODELED GRAVITY -    979,701.2   (mgal)                       NAVD 88
 EJ0757
 EJ0757  VERT ORDER      -  SECOND    CLASS 0
 EJ0757
 EJ0757.The horizontal coordinates were scaled from a map and have
 EJ0757.an estimated accuracy of +/- 6 seconds.
 EJ0757
 EJ0757.The orthometric height was determined by differential leveling and
 EJ0757.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0757.in June 1991.
 EJ0757
 EJ0757.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0757.GEOID18 height accuracy estimate available here.
 EJ0757
 EJ0757.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU350209(NAD 83)
 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
 EJ0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0757.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0757
 EJ0757_MARKER: DB = BENCH MARK DISK
 EJ0757_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EJ0757_SP_SET: ABUTMENT
 EJ0757_STAMPING: L 79 1935
 EJ0757_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1312 ***********************************************************************
 FF1312  DESIGNATION -  L 8
 FF1312  PID         -  FF1312
 FF1312  STATE/COUNTY-  AR/WHITE
 FF1312  COUNTRY     -  US
 FF1312  USGS QUAD   -  KENSETT (2017)
 FF1312
 FF1312                         *CURRENT SURVEY CONTROL
 FF1312  ______________________________________________________________________
 FF1312* NAD 83(1986) POSITION- 35 13 48.     (N) 091 40 10.     (W)   SCALED
 FF1312* NAVD 88 ORTHO HEIGHT -    67.783 (meters)      222.38  (feet) ADJUSTED
 FF1312  ______________________________________________________________________
 FF1312  GEOID HEIGHT    -        -27.351 (meters)                     GEOID18
 FF1312  DYNAMIC HEIGHT  -         67.722 (meters)      222.18  (feet) COMP
 FF1312  MODELED GRAVITY -    979,733.8   (mgal)                       NAVD 88
 FF1312
 FF1312  VERT ORDER      -  FIRST     CLASS II
 FF1312
 FF1312.The horizontal coordinates were scaled from a map and have
 FF1312.an estimated accuracy of +/- 6 seconds.
 FF1312
 FF1312.The orthometric height was determined by differential leveling and
 FF1312.adjusted by the NATIONAL GEODETIC SURVEY
 FF1312.in June 1991.
 FF1312
 FF1312.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1312.GEOID18 height accuracy estimate available here.
 FF1312
 FF1312.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU210993(NAD 83)
 FF1312
 FF1312                          SUPERSEDED SURVEY CONTROL
 FF1312
 FF1312  NGVD 29 (11/26/84)   67.739  (m)          222.24   (f) ADJUSTED    1 2
 FF1312
 FF1312.Superseded values are not recommended for survey control.
 FF1312
 FF1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1312.See file dsdata.pdf to determine how the superseded data were derived.
 FF1312
 FF1312_MARKER: DB = BENCH MARK DISK
 FF1312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1312_STAMPING: 220.240 L 8 1931
 FF1312_MARK LOGO: CGS
 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'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 = MARCH 20, 2026 22:17:28 EDT
 GE0493 ***********************************************************************
 GE0493  DESIGNATION -  L 8 2
 GE0493  PID         -  GE0493
 GE0493  STATE/COUNTY-  AR/LAWRENCE
 GE0493  COUNTRY     -  US
 GE0493  USGS QUAD   -  EATON (2017)
 GE0493
 GE0493                         *CURRENT SURVEY CONTROL
 GE0493  ______________________________________________________________________
 GE0493* NAD 83(1986) POSITION- 36 03 50.     (N) 091 11 16.     (W)   SCALED
 GE0493* NAVD 88 ORTHO HEIGHT -   114.359 (meters)      375.19  (feet) ADJUSTED
 GE0493  ______________________________________________________________________
 GE0493  GEOID HEIGHT    -        -28.167 (meters)                     GEOID18
 GE0493  DYNAMIC HEIGHT  -        114.263 (meters)      374.88  (feet) COMP
 GE0493  MODELED GRAVITY -    979,790.8   (mgal)                       NAVD 88
 GE0493
 GE0493  VERT ORDER      -  SECOND    CLASS 0
 GE0493
 GE0493.The horizontal coordinates were scaled from a map and have
 GE0493.an estimated accuracy of +/- 6 seconds.
 GE0493
 GE0493.The orthometric height was determined by differential leveling and
 GE0493.adjusted by the NATIONAL GEODETIC SURVEY
 GE0493.in June 1991.
 GE0493
 GE0493.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0493.GEOID18 height accuracy estimate available here.
 GE0493
 GE0493.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV632925(NAD 83)
 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
 GE0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0493.See file dsdata.pdf to determine how the superseded data were derived.
 GE0493
 GE0493_MARKER: DD = SURVEY DISK
 GE0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0493_STAMPING: L 8-2 1934
 GE0493_MARK LOGO: USACE
 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             CGS
 GE0493  HISTORY     - 20141203 MARK NOT FOUND   ARHD
 GE0493
 GE0493                          STATION DESCRIPTION
 GE0493
 GE0493'DESCRIBED BY COAST AND 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.
 GE0493
 GE0493                          STATION RECOVERY (2014)
 GE0493
 GE0493'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (BAB)
 GE0493'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GE0497 ***********************************************************************
 GE0497  DESIGNATION -  L 8 3
 GE0497  PID         -  GE0497
 GE0497  STATE/COUNTY-  AR/LAWRENCE
 GE0497  COUNTRY     -  US
 GE0497  USGS QUAD   -  BLACK ROCK (2017)
 GE0497
 GE0497                         *CURRENT SURVEY CONTROL
 GE0497  ______________________________________________________________________
 GE0497* NAD 83(1986) POSITION- 36 04 56.     (N) 091 07 11.     (W)   SCALED
 GE0497* NAVD 88 ORTHO HEIGHT -    90.717 (meters)      297.63  (feet) ADJUSTED
 GE0497  ______________________________________________________________________
 GE0497  GEOID HEIGHT    -        -28.144 (meters)                     GEOID18
 GE0497  DYNAMIC HEIGHT  -         90.642 (meters)      297.38  (feet) COMP
 GE0497  MODELED GRAVITY -    979,802.9   (mgal)                       NAVD 88
 GE0497
 GE0497  VERT ORDER      -  SECOND    CLASS 0
 GE0497
 GE0497.The horizontal coordinates were scaled from a map and have
 GE0497.an estimated accuracy of +/- 6 seconds.
 GE0497
 GE0497.The orthometric height was determined by differential leveling and
 GE0497.adjusted by the NATIONAL GEODETIC SURVEY
 GE0497.in June 1991.
 GE0497
 GE0497.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0497.GEOID18 height accuracy estimate available here.
 GE0497
 GE0497.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV692947(NAD 83)
 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
 GE0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0497.See file dsdata.pdf to determine how the superseded data were derived.
 GE0497
 GE0497_MARKER: DD = SURVEY DISK
 GE0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0497_STAMPING: L 8-3 1934
 GE0497_MARK LOGO: USACE
 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 - December 03, 2014
 GE0497
 GE0497  HISTORY     - Date     Condition        Report By
 GE0497  HISTORY     - 1934     MONUMENTED       USACE
 GE0497  HISTORY     - 1949     GOOD             CGS
 GE0497  HISTORY     - 20021026 GOOD             USACE
 GE0497  HISTORY     - 20141203 GOOD             ARHD
 GE0497
 GE0497                          STATION DESCRIPTION
 GE0497
 GE0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 GE0497'AT POWHATAN, ABOUT 0.1 MILE WEST OF THE COURTHOUSE, 150 FEET WEST OF
 GE0497'THE JUNCTION OF U.S. HIGHWAY 63 AND STATE HIGHWAY 25, 64 FEET EAST OF
 GE0497'THE NORTHEAST CORNER OF THE CHURCH, 57 FEET SOUTH OF THE CENTERLINE OF
 GE0497'U.S. HIGHWAY 63, AND 63 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY
 GE0497'25.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK STAMPED L 8-3 1934
 GE0497'AND SET IN THE TOP OF A CONCRETE CYLINDER.
 GE0497
 GE0497                          STATION RECOVERY (2002)
 GE0497
 GE0497'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0497'RECOVERED IN GOOD CONDITION.
 GE0497
 GE0497                          STATION RECOVERY (2014)
 GE0497
 GE0497'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (BAB)
 GE0497'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GE0495 ***********************************************************************
 GE0495  DESIGNATION -  L 8 4
 GE0495  PID         -  GE0495
 GE0495  STATE/COUNTY-  AR/LAWRENCE
 GE0495  COUNTRY     -  US
 GE0495  USGS QUAD   -  EATON (2017)
 GE0495
 GE0495                         *CURRENT SURVEY CONTROL
 GE0495  ______________________________________________________________________
 GE0495* NAD 83(1986) POSITION- 36 04 00.     (N) 091 07 57.     (W)   SCALED
 GE0495* NAVD 88 ORTHO HEIGHT -    93.683 (meters)      307.36  (feet) ADJUSTED
 GE0495  ______________________________________________________________________
 GE0495  GEOID HEIGHT    -        -28.140 (meters)                     GEOID18
 GE0495  DYNAMIC HEIGHT  -         93.605 (meters)      307.10  (feet) COMP
 GE0495  MODELED GRAVITY -    979,801.3   (mgal)                       NAVD 88
 GE0495
 GE0495  VERT ORDER      -  SECOND    CLASS 0
 GE0495
 GE0495.The horizontal coordinates were scaled from a map and have
 GE0495.an estimated accuracy of +/- 6 seconds.
 GE0495
 GE0495.The orthometric height was determined by differential leveling and
 GE0495.adjusted by the NATIONAL GEODETIC SURVEY
 GE0495.in June 1991.
 GE0495
 GE0495.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0495.GEOID18 height accuracy estimate available here.
 GE0495
 GE0495.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV681929(NAD 83)
 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
 GE0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0495.See file dsdata.pdf to determine how the superseded data were derived.
 GE0495
 GE0495_MARKER: DD = SURVEY DISK
 GE0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0495_STAMPING: L 8-4 1934
 GE0495_MARK LOGO: USACE
 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       USACE
 GE0495  HISTORY     - 1949     GOOD             CGS
 GE0495
 GE0495                          STATION DESCRIPTION
 GE0495
 GE0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0688 ***********************************************************************
 EJ0688  DESIGNATION -  L 81
 EJ0688  PID         -  EJ0688
 EJ0688  STATE/COUNTY-  AR/DALLAS
 EJ0688  COUNTRY     -  US
 EJ0688  USGS QUAD   -  CARTHAGE (2017)
 EJ0688
 EJ0688                         *CURRENT SURVEY CONTROL
 EJ0688  ______________________________________________________________________
 EJ0688* NAD 83(1986) POSITION- 34 06 23.     (N) 092 34 06.     (W)   SCALED
 EJ0688* NAVD 88 ORTHO HEIGHT -    94.021 (meters)      308.47  (feet) ADJUSTED
 EJ0688  ______________________________________________________________________
 EJ0688  GEOID HEIGHT    -        -26.204 (meters)                     GEOID18
 EJ0688  DYNAMIC HEIGHT  -         93.928 (meters)      308.16  (feet) COMP
 EJ0688  MODELED GRAVITY -    979,642.2   (mgal)                       NAVD 88
 EJ0688
 EJ0688  VERT ORDER      -  SECOND    CLASS 0
 EJ0688
 EJ0688.The horizontal coordinates were scaled from a map and have
 EJ0688.an estimated accuracy of +/- 6 seconds.
 EJ0688
 EJ0688.The orthometric height was determined by differential leveling and
 EJ0688.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0688.in June 1991.
 EJ0688
 EJ0688.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0688.GEOID18 height accuracy estimate available here.
 EJ0688
 EJ0688.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT398740(NAD 83)
 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
 EJ0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0688.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0688
 EJ0688_MARKER: DB = BENCH MARK DISK
 EJ0688_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0688_STAMPING: L 81 1935
 EJ0688_MARK LOGO: CGS
 EJ0688_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 DK1428 ***********************************************************************
 DK1428  DESIGNATION -  L 83
 DK1428  PID         -  DK1428
 DK1428  STATE/COUNTY-  AR/DREW
 DK1428  COUNTRY     -  US
 DK1428  USGS QUAD   -  MONTICELLO NORTH (2017)
 DK1428
 DK1428                         *CURRENT SURVEY CONTROL
 DK1428  ______________________________________________________________________
 DK1428* NAD 83(1986) POSITION- 33 37 52.     (N) 091 51 47.     (W)   SCALED
 DK1428* NAVD 88 ORTHO HEIGHT -    69.431 (meters)      227.79  (feet) ADJUSTED
 DK1428  ______________________________________________________________________
 DK1428  GEOID HEIGHT    -        -25.760 (meters)                     GEOID18
 DK1428  DYNAMIC HEIGHT  -         69.361 (meters)      227.56  (feet) COMP
 DK1428  MODELED GRAVITY -    979,618.0   (mgal)                       NAVD 88
 DK1428
 DK1428  VERT ORDER      -  SECOND    CLASS 0
 DK1428
 DK1428.The horizontal coordinates were scaled from a map and have
 DK1428.an estimated accuracy of +/- 6 seconds.
 DK1428
 DK1428.The orthometric height was determined by differential leveling and
 DK1428.adjusted by the NATIONAL GEODETIC SURVEY
 DK1428.in June 1991.
 DK1428
 DK1428.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1428.GEOID18 height accuracy estimate available here.
 DK1428
 DK1428.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT054218(NAD 83)
 DK1428
 DK1428                          SUPERSEDED SURVEY CONTROL
 DK1428
 DK1428  NGVD 29 (11/26/84)   69.532  (m)          228.12   (f) ADJUSTED    2 0
 DK1428
 DK1428.Superseded values are not recommended for survey control.
 DK1428
 DK1428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1428.See file dsdata.pdf to determine how the superseded data were derived.
 DK1428
 DK1428_MARKER: DB = BENCH MARK DISK
 DK1428_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DK1428_STAMPING: L 83 1935
 DK1428_MARK LOGO: CGS
 DK1428_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1428_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK1428+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2013
 DK1428
 DK1428  HISTORY     - Date     Condition        Report By
 DK1428  HISTORY     - 1935     MONUMENTED       CGS
 DK1428  HISTORY     - 20070918 GOOD             ARHD
 DK1428  HISTORY     - 20130618 GOOD             ARHD
 DK1428
 DK1428                          STATION DESCRIPTION
 DK1428
 DK1428'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 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.
 DK1428
 DK1428                          STATION RECOVERY (2007)
 DK1428
 DK1428'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2007 (VJB)
 DK1428'RECOVERED IN GOOD CONDITION.
 DK1428
 DK1428                          STATION RECOVERY (2013)
 DK1428
 DK1428'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (KBC)
 DK1428'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0366 ***********************************************************************
 EJ0366  DESIGNATION -  L 84
 EJ0366  PID         -  EJ0366
 EJ0366  STATE/COUNTY-  AR/SALINE
 EJ0366  COUNTRY     -  US
 EJ0366  USGS QUAD   -  CANE CREEK (2017)
 EJ0366
 EJ0366                         *CURRENT SURVEY CONTROL
 EJ0366  ______________________________________________________________________
 EJ0366* NAD 83(1986) POSITION- 34 29 59.     (N) 092 20 38.     (W)   SCALED
 EJ0366* NAVD 88 ORTHO HEIGHT -   104.363 (meters)      342.40  (feet) ADJUSTED
 EJ0366  ______________________________________________________________________
 EJ0366  GEOID HEIGHT    -        -26.219 (meters)                     GEOID18
 EJ0366  DYNAMIC HEIGHT  -        104.264 (meters)      342.07  (feet) COMP
 EJ0366  MODELED GRAVITY -    979,684.0   (mgal)                       NAVD 88
 EJ0366
 EJ0366  VERT ORDER      -  SECOND    CLASS 0
 EJ0366
 EJ0366.The horizontal coordinates were scaled from a map and have
 EJ0366.an estimated accuracy of +/- 6 seconds.
 EJ0366
 EJ0366.The orthometric height was determined by differential leveling and
 EJ0366.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0366.in June 1991.
 EJ0366
 EJ0366.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0366.GEOID18 height accuracy estimate available here.
 EJ0366
 EJ0366.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU602177(NAD 83)
 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
 EJ0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0366.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0366
 EJ0366_MARKER: DB = BENCH MARK DISK
 EJ0366_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0366_STAMPING: L 84 1935
 EJ0366_MARK LOGO: CGS
 EJ0366_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0366
 EJ0366  HISTORY     - Date     Condition        Report By
 EJ0366  HISTORY     - 1935     MONUMENTED       CGS
 EJ0366  HISTORY     - 1964     GOOD             CGS
 EJ0366
 EJ0366                          STATION DESCRIPTION
 EJ0366
 EJ0366'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG0906 ***********************************************************************
 FG0906  DESIGNATION -  L 85
 FG0906  PID         -  FG0906
 FG0906  STATE/COUNTY-  AR/JOHNSON
 FG0906  COUNTRY     -  US
 FG0906  USGS QUAD   -  LUDWIG (2017)
 FG0906
 FG0906                         *CURRENT SURVEY CONTROL
 FG0906  ______________________________________________________________________
 FG0906* NAD 83(1986) POSITION- 35 30 29.     (N) 093 24 52.     (W)   SCALED
 FG0906* NAVD 88 ORTHO HEIGHT -   221.480 (meters)      726.64  (feet) ADJUSTED
 FG0906  ______________________________________________________________________
 FG0906  GEOID HEIGHT    -        -28.938 (meters)                     GEOID18
 FG0906  DYNAMIC HEIGHT  -        221.275 (meters)      725.97  (feet) COMP
 FG0906  MODELED GRAVITY -    979,703.6   (mgal)                       NAVD 88
 FG0906
 FG0906  VERT ORDER      -  SECOND    CLASS 0
 FG0906
 FG0906.The horizontal coordinates were scaled from a map and have
 FG0906.an estimated accuracy of +/- 6 seconds.
 FG0906
 FG0906.The orthometric height was determined by differential leveling and
 FG0906.adjusted by the NATIONAL GEODETIC SURVEY
 FG0906.in June 1991.
 FG0906
 FG0906.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0906.GEOID18 height accuracy estimate available here.
 FG0906
 FG0906.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV624294(NAD 83)
 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
 FG0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0906.See file dsdata.pdf to determine how the superseded data were derived.
 FG0906
 FG0906_MARKER: DB = BENCH MARK DISK
 FG0906_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0906_STAMPING: L 85 1935
 FG0906_MARK LOGO: CGS
 FG0906_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0174 ***********************************************************************
 FF0174  DESIGNATION -  L 86
 FF0174  PID         -  FF0174
 FF0174  STATE/COUNTY-  AR/CRITTENDEN
 FF0174  COUNTRY     -  US
 FF0174  USGS QUAD   -  CRAWFORDSVILLE (2017)
 FF0174
 FF0174                         *CURRENT SURVEY CONTROL
 FF0174  ______________________________________________________________________
 FF0174* NAD 83(1986) POSITION- 35 13 24.     (N) 090 19 39.     (W)   SCALED
 FF0174* NAVD 88 ORTHO HEIGHT -    67.923 (meters)      222.84  (feet) POSTED
 FF0174  ______________________________________________________________________
 FF0174  GEOID HEIGHT    -        -27.307 (meters)                     GEOID18
 FF0174  DYNAMIC HEIGHT  -         67.86  (meters)      222.6   (feet) COMP
 FF0174  MODELED GRAVITY -    979,738.8   (mgal)                       NAVD 88
 FF0174
 FF0174  VERT ORDER      -  * POSTED, SEE BELOW
 FF0174
 FF0174.The horizontal coordinates were scaled from a 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
 FF0174.* This is a POSTED BENCH MARK height.
 FF0174
 FF0174.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0174.GEOID18 height accuracy estimate available here.
 FF0174
 FF0174.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV432010(NAD 83)
 FF0174
 FF0174                          SUPERSEDED SURVEY CONTROL
 FF0174
 FF0174  NGVD 29 (11/26/84)   67.925  (m)          222.85   (f) ADJUSTED    2 0
 FF0174
 FF0174.Superseded values are not recommended for survey control.
 FF0174
 FF0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0174.See file dsdata.pdf to determine how the superseded data were derived.
 FF0174
 FF0174_MARKER: DB = BENCH MARK DISK
 FF0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0174_STAMPING: L 86 1935
 FF0174_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1276 ***********************************************************************
 EH1276  DESIGNATION -  L 87
 EH1276  PID         -  EH1276
 EH1276  STATE/COUNTY-  AR/PRAIRIE
 EH1276  COUNTRY     -  US
 EH1276  USGS QUAD   -  DES ARC EAST (2017)
 EH1276
 EH1276                         *CURRENT SURVEY CONTROL
 EH1276  ______________________________________________________________________
 EH1276* NAD 83(1986) POSITION- 34 53 08.56   (N) 091 29 43.52   (W)   HD_HELD1
 EH1276* NAVD 88 ORTHO HEIGHT -    62.006 (meters)      203.43  (feet) ADJUSTED
 EH1276  ______________________________________________________________________
 EH1276  GEOID HEIGHT    -        -27.070 (meters)                     GEOID18
 EH1276  DYNAMIC HEIGHT  -         61.948 (meters)      203.24  (feet) COMP
 EH1276  MODELED GRAVITY -    979,704.2   (mgal)                       NAVD 88
 EH1276
 EH1276  VERT ORDER      -  SECOND    CLASS 0
 EH1276
 EH1276.The horizontal coordinates were determined by differentially corrected
 EH1276.hand held GPS observations or other comparable positioning techniques
 EH1276.and have an estimated accuracy of +/- 3 meters.
 EH1276
 EH1276.The orthometric height was determined by differential leveling and
 EH1276.adjusted by the NATIONAL GEODETIC SURVEY
 EH1276.in June 1991.
 EH1276
 EH1276.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1276.GEOID18 height accuracy estimate available here.
 EH1276
 EH1276.Click photographs - Photos may exist for this station.
 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     -   646,244.2     446,127.1     MT  (+/- 3 meters HH1 GPS) 
 EH1276
 EH1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU3749161401(NAD 83)
 EH1276
 EH1276                          SUPERSEDED SURVEY CONTROL
 EH1276
 EH1276  NGVD 29 (11/26/84)   62.012  (m)          203.45   (f) ADJUSTED    2 0
 EH1276
 EH1276.Superseded values are not recommended for survey control.
 EH1276
 EH1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1276.See file dsdata.pdf to determine how the superseded data were derived.
 EH1276
 EH1276_MARKER: DB = BENCH MARK DISK
 EH1276_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EH1276_STAMPING: L 87 1935
 EH1276_MARK LOGO: CGS
 EH1276_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EK0274 ***********************************************************************
 EK0274  DESIGNATION -  L 88
 EK0274  PID         -  EK0274
 EK0274  STATE/COUNTY-  AR/SEVIER
 EK0274  COUNTRY     -  US
 EK0274  USGS QUAD   -  GILLHAM DAM (2017)
 EK0274
 EK0274                         *CURRENT SURVEY CONTROL
 EK0274  ______________________________________________________________________
 EK0274* NAD 83(1986) POSITION- 34 09 45.     (N) 094 13 22.     (W)   SCALED
 EK0274* NAVD 88 ORTHO HEIGHT -   142.151 (meters)      466.37  (feet) ADJUSTED
 EK0274  ______________________________________________________________________
 EK0274  GEOID HEIGHT    -        -28.128 (meters)                     GEOID18
 EK0274  DYNAMIC HEIGHT  -        142.006 (meters)      465.90  (feet) COMP
 EK0274  MODELED GRAVITY -    979,616.3   (mgal)                       NAVD 88
 EK0274
 EK0274  VERT ORDER      -  SECOND    CLASS 0
 EK0274
 EK0274.The horizontal coordinates were scaled from a map and have
 EK0274.an estimated accuracy of +/- 6 seconds.
 EK0274
 EK0274.The orthometric height was determined by differential leveling and
 EK0274.adjusted by the NATIONAL GEODETIC SURVEY
 EK0274.in June 1991.
 EK0274
 EK0274.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0274.GEOID18 height accuracy estimate available here.
 EK0274
 EK0274.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT872808(NAD 83)
 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
 EK0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0274.See file dsdata.pdf to determine how the superseded data were derived.
 EK0274
 EK0274_MARKER: DB = BENCH MARK DISK
 EK0274_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EK0274_STAMPING: L 88 1935
 EK0274_MARK LOGO: CGS
 EK0274_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0274
 EK0274  HISTORY     - Date     Condition        Report By
 EK0274  HISTORY     - 1935     MONUMENTED       CGS
 EK0274  HISTORY     - 1962     GOOD             CGS
 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 COAST AND GEODETIC SURVEY 1962
 EK0274'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1468 ***********************************************************************
 EJ1468  DESIGNATION -  L 89
 EJ1468  PID         -  EJ1468
 EJ1468  STATE/COUNTY-  AR/PIKE
 EJ1468  COUNTRY     -  US
 EJ1468  USGS QUAD   -  LODI (2017)
 EJ1468
 EJ1468                         *CURRENT SURVEY CONTROL
 EJ1468  ______________________________________________________________________
 EJ1468* NAD 83(1986) POSITION- 34 18 12.     (N) 093 43 42.     (W)   SCALED
 EJ1468* NAVD 88 ORTHO HEIGHT -   225.103 (meters)      738.53  (feet) ADJUSTED
 EJ1468  ______________________________________________________________________
 EJ1468  GEOID HEIGHT    -        -27.862 (meters)                     GEOID18
 EJ1468  DYNAMIC HEIGHT  -        224.872 (meters)      737.77  (feet) COMP
 EJ1468  MODELED GRAVITY -    979,604.5   (mgal)                       NAVD 88
 EJ1468
 EJ1468  VERT ORDER      -  SECOND    CLASS 0
 EJ1468
 EJ1468.The horizontal coordinates were scaled from a map and have
 EJ1468.an estimated accuracy of +/- 6 seconds.
 EJ1468
 EJ1468.The orthometric height was determined by differential leveling and
 EJ1468.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1468.in June 1991.
 EJ1468
 EJ1468.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1468.GEOID18 height accuracy estimate available here.
 EJ1468
 EJ1468.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT329960(NAD 83)
 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
 EJ1468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1468.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1468
 EJ1468_MARKER: DB = BENCH MARK DISK
 EJ1468_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ1468_STAMPING: L 89 1935
 EJ1468_MARK LOGO: CGS
 EJ1468_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1001 ***********************************************************************
 FF1001  DESIGNATION -  L 9
 FF1001  PID         -  FF1001
 FF1001  STATE/COUNTY-  AR/JACKSON
 FF1001  COUNTRY     -  US
 FF1001  USGS QUAD   -  SWIFTON WEST (2017)
 FF1001
 FF1001                         *CURRENT SURVEY CONTROL
 FF1001  ______________________________________________________________________
 FF1001* NAD 83(1986) POSITION- 35 49 34.     (N) 091 07 52.     (W)   SCALED
 FF1001* NAVD 88 ORTHO HEIGHT -    75.569 (meters)      247.93  (feet) ADJUSTED
 FF1001  ______________________________________________________________________
 FF1001  GEOID HEIGHT    -        -27.842 (meters)                     GEOID18
 FF1001  DYNAMIC HEIGHT  -         75.505 (meters)      247.72  (feet) COMP
 FF1001  MODELED GRAVITY -    979,786.5   (mgal)                       NAVD 88
 FF1001
 FF1001  VERT ORDER      -  FIRST     CLASS II
 FF1001
 FF1001.The horizontal coordinates were scaled from a map and have
 FF1001.an estimated accuracy of +/- 6 seconds.
 FF1001
 FF1001.The orthometric height was determined by differential leveling and
 FF1001.adjusted by the NATIONAL GEODETIC SURVEY
 FF1001.in June 1991.
 FF1001
 FF1001.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1001.GEOID18 height accuracy estimate available here.
 FF1001
 FF1001.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV688662(NAD 83)
 FF1001
 FF1001                          SUPERSEDED SURVEY CONTROL
 FF1001
 FF1001  NGVD 29 (11/26/84)   75.494  (m)          247.68   (f) ADJUSTED    1 2
 FF1001
 FF1001.Superseded values are not recommended for survey control.
 FF1001
 FF1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1001.See file dsdata.pdf to determine how the superseded data were derived.
 FF1001
 FF1001_MARKER: DB = BENCH MARK DISK
 FF1001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1001_STAMPING: L 9 1931 247.683
 FF1001_MARK LOGO: CGS
 FF1001_PROJECTION: FLUSH
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0992 ***********************************************************************
 FF0992  DESIGNATION -  L 9 1
 FF0992  PID         -  FF0992
 FF0992  STATE/COUNTY-  AR/JACKSON
 FF0992  COUNTRY     -  US
 FF0992  USGS QUAD   -  SWIFTON WEST (2017)
 FF0992
 FF0992                         *CURRENT SURVEY CONTROL
 FF0992  ______________________________________________________________________
 FF0992* NAD 83(1986) POSITION- 35 46 30.     (N) 091 09 57.     (W)   SCALED
 FF0992* NAVD 88 ORTHO HEIGHT -    74.558 (meters)      244.61  (feet) ADJUSTED
 FF0992  ______________________________________________________________________
 FF0992  GEOID HEIGHT    -        -27.764 (meters)                     GEOID18
 FF0992  DYNAMIC HEIGHT  -         74.495 (meters)      244.41  (feet) COMP
 FF0992  MODELED GRAVITY -    979,782.8   (mgal)                       NAVD 88
 FF0992
 FF0992  VERT ORDER      -  FIRST     CLASS II
 FF0992
 FF0992.The horizontal coordinates were scaled from a map and have
 FF0992.an estimated accuracy of +/- 6 seconds.
 FF0992
 FF0992.The orthometric height was determined by differential leveling and
 FF0992.adjusted by the NATIONAL GEODETIC SURVEY
 FF0992.in June 1991.
 FF0992
 FF0992.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0992.GEOID18 height accuracy estimate available here.
 FF0992
 FF0992.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV657605(NAD 83)
 FF0992
 FF0992                          SUPERSEDED SURVEY CONTROL
 FF0992
 FF0992  NGVD 29 (11/26/84)   74.486  (m)          244.38   (f) ADJUSTED    1 2
 FF0992
 FF0992.Superseded values are not recommended for survey control.
 FF0992
 FF0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0992.See file dsdata.pdf to determine how the superseded data were derived.
 FF0992
 FF0992_MARKER: DS = TRIANGULATION STATION DISK
 FF0992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0992_STAMPING: L-9-1
 FF0992_MARK LOGO: USACE
 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       USACE
 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'ABOUT 3.6 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 FF0992'TUCKERMAN, JACKSON COUNTY, AT VANCE, 50 FEET SOUTH OF POLE 248+12, AND
 FF0992'35 FEET EAST OF THE CENTERLINE OF THE TRACK.  A CORPS OF ENGINEERS,
 FF0992'UNITED STATES ARMY, STANDARD TRIANGULATION STATION DISK STAMPED L-9-1
 FF0992'AND SET IN THE TOP OF A 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 = MARCH 20, 2026 22:17:28 EDT
 FF1002 ***********************************************************************
 FF1002  DESIGNATION -  L 9 2
 FF1002  PID         -  FF1002
 FF1002  STATE/COUNTY-  AR/JACKSON
 FF1002  COUNTRY     -  US
 FF1002  USGS QUAD   -  SWIFTON WEST (2017)
 FF1002
 FF1002                         *CURRENT SURVEY CONTROL
 FF1002  ______________________________________________________________________
 FF1002* NAD 83(1997) POSITION- 35 49 33.89941(N) 091 07 53.27559(W)   NO CHECK
 FF1002* NAVD 88 ORTHO HEIGHT -    75.976 (meters)      249.26  (feet) ADJUSTED
 FF1002  ______________________________________________________________________
 FF1002  GEOID HEIGHT    -        -27.842 (meters)                     GEOID18
 FF1002  LAPLACE CORR    -          0.23  (seconds)                    DEFLEC18
 FF1002  DYNAMIC HEIGHT  -         75.911 (meters)      249.05  (feet) COMP
 FF1002  MODELED GRAVITY -    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
 FF1002.No horizontal observational check was made to the station.
 FF1002
 FF1002.The orthometric height was determined by differential leveling and
 FF1002.adjusted by the NATIONAL GEODETIC SURVEY
 FF1002.in June 1991.
 FF1002
 FF1002.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1002.GEOID18 height accuracy estimate available here.
 FF1002
 FF1002.Click photographs - Photos may exist for this station.
 FF1002
 FF1002.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999245  x   0.99994481  =   0.99993726
 FF1002!UTM  15      -   0.99999245  x   0.99995105  =   0.99994350
 FF1002
 FF1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV6878566270(NAD 83)
 FF1002
 FF1002                          SUPERSEDED SURVEY CONTROL
 FF1002
 FF1002  NAD 83(1995)-  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              75.90   (m)          249.0    (f) LEVELING    3  
 FF1002  NGVD 29 (11/26/84)   75.900  (m)          249.02   (f) ADJUSTED    1 2
 FF1002
 FF1002.Superseded values are not recommended for survey control.
 FF1002
 FF1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1002.See file dsdata.pdf to determine how the superseded data were derived.
 FF1002
 FF1002_MARKER: DD = SURVEY DISK
 FF1002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1002_STAMPING: L-9-2
 FF1002_MARK LOGO: USACE
 FF1002_PROJECTION: FLUSH
 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       USACE
 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 ARMY CORPS OF 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 = MARCH 20, 2026 22:17:28 EDT
 DK1457 ***********************************************************************
 DK1457  DESIGNATION -  L 90
 DK1457  PID         -  DK1457
 DK1457  STATE/COUNTY-  AR/LINCOLN
 DK1457  COUNTRY     -  US
 DK1457  USGS QUAD   -  GOULD (2017)
 DK1457
 DK1457                         *CURRENT SURVEY CONTROL
 DK1457  ______________________________________________________________________
 DK1457* NAD 83(1986) POSITION- 33 57 50.     (N) 091 37 19.     (W)   SCALED
 DK1457* NAVD 88 ORTHO HEIGHT -    51.249 (meters)      168.14  (feet) ADJUSTED
 DK1457  ______________________________________________________________________
 DK1457  GEOID HEIGHT    -        -25.939 (meters)                     GEOID18
 DK1457  DYNAMIC HEIGHT  -         51.198 (meters)      167.97  (feet) COMP
 DK1457  MODELED GRAVITY -    979,645.8   (mgal)                       NAVD 88
 DK1457
 DK1457  VERT ORDER      -  SECOND    CLASS 0
 DK1457
 DK1457.The horizontal coordinates were scaled from a map and have
 DK1457.an estimated accuracy of +/- 6 seconds.
 DK1457
 DK1457.The orthometric height was determined by differential leveling and
 DK1457.adjusted by the NATIONAL GEODETIC SURVEY
 DK1457.in June 1991.
 DK1457
 DK1457.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1457.GEOID18 height accuracy estimate available here.
 DK1457
 DK1457.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT273590(NAD 83)
 DK1457
 DK1457                          SUPERSEDED SURVEY CONTROL
 DK1457
 DK1457  NGVD 29 (11/26/84)   51.329  (m)          168.40   (f) ADJUSTED    2 0
 DK1457
 DK1457.Superseded values are not recommended for survey control.
 DK1457
 DK1457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1457.See file dsdata.pdf to determine how the superseded data were derived.
 DK1457
 DK1457_MARKER: DB = BENCH MARK DISK
 DK1457_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DK1457_STAMPING: L 90 1935
 DK1457_MARK LOGO: CGS
 DK1457_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 DL0045 ***********************************************************************
 DL0045  DESIGNATION -  L 91
 DL0045  PID         -  DL0045
 DL0045  STATE/COUNTY-  AR/CALHOUN
 DL0045  COUNTRY     -  US
 DL0045  USGS QUAD   -  TINSMAN (2017)
 DL0045
 DL0045                         *CURRENT SURVEY CONTROL
 DL0045  ______________________________________________________________________
 DL0045* NAD 83(1986) POSITION- 33 40 51.     (N) 092 21 15.     (W)   SCALED
 DL0045* NAVD 88 ORTHO HEIGHT -    57.190 (meters)      187.63  (feet) ADJUSTED
 DL0045  ______________________________________________________________________
 DL0045  GEOID HEIGHT    -        -26.033 (meters)                     GEOID18
 DL0045  DYNAMIC HEIGHT  -         57.131 (meters)      187.44  (feet) COMP
 DL0045  MODELED GRAVITY -    979,609.6   (mgal)                       NAVD 88
 DL0045
 DL0045  VERT ORDER      -  SECOND    CLASS 0
 DL0045
 DL0045.The horizontal coordinates were scaled from a map and have
 DL0045.an estimated accuracy of +/- 6 seconds.
 DL0045
 DL0045.The orthometric height was determined by differential leveling and
 DL0045.adjusted by the NATIONAL GEODETIC SURVEY
 DL0045.in June 1991.
 DL0045
 DL0045.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0045.GEOID18 height accuracy estimate available here.
 DL0045
 DL0045.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT598269(NAD 83)
 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
 DL0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0045.See file dsdata.pdf to determine how the superseded data were derived.
 DL0045
 DL0045_MARKER: DB = BENCH MARK DISK
 DL0045_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DL0045_STAMPING: L 91 1935
 DL0045_MARK LOGO: CGS
 DL0045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0045
 DL0045  HISTORY     - Date     Condition        Report By
 DL0045  HISTORY     - 1935     MONUMENTED       CGS
 DL0045  HISTORY     - 1964     GOOD             CGS
 DL0045  HISTORY     - 20130702 MARK NOT FOUND   ARHD
 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 COAST AND GEODETIC SURVEY 1964
 DL0045'RECOVERED IN GOOD CONDITION.
 DL0045
 DL0045                          STATION RECOVERY (2013)
 DL0045
 DL0045'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (KBC)
 DL0045'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1507 ***********************************************************************
 FG1507  DESIGNATION -  L 93
 FG1507  PID         -  FG1507
 FG1507  STATE/COUNTY-  AR/FRANKLIN
 FG1507  COUNTRY     -  US
 FG1507  USGS QUAD   -  CRAVENS (2017)
 FG1507
 FG1507                         *CURRENT SURVEY CONTROL
 FG1507  ______________________________________________________________________
 FG1507* NAD 83(1986) POSITION- 35 34 06.     (N) 093 55 18.     (W)   SCALED
 FG1507* NAVD 88 ORTHO HEIGHT -   211.196 (meters)      692.90  (feet) ADJUSTED
 FG1507  ______________________________________________________________________
 FG1507  GEOID HEIGHT    -        -28.981 (meters)                     GEOID18
 FG1507  DYNAMIC HEIGHT  -        211.001 (meters)      692.26  (feet) COMP
 FG1507  MODELED GRAVITY -    979,707.5   (mgal)                       NAVD 88
 FG1507
 FG1507  VERT ORDER      -  SECOND    CLASS 0
 FG1507
 FG1507.The horizontal coordinates were scaled from a map and have
 FG1507.an estimated accuracy of +/- 6 seconds.
 FG1507
 FG1507.The orthometric height was determined by differential leveling and
 FG1507.adjusted by the NATIONAL GEODETIC SURVEY
 FG1507.in June 1991.
 FG1507
 FG1507.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1507.GEOID18 height accuracy estimate available here.
 FG1507
 FG1507.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV164364(NAD 83)
 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
 FG1507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1507.See file dsdata.pdf to determine how the superseded data were derived.
 FG1507
 FG1507_MARKER: DB = BENCH MARK DISK
 FG1507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1507_STAMPING: L 93 1935
 FG1507_MARK LOGO: CGS
 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             CGS
 FG1507
 FG1507                          STATION DESCRIPTION
 FG1507
 FG1507'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG1414 ***********************************************************************
 FG1414  DESIGNATION -  L 94
 FG1414  PID         -  FG1414
 FG1414  STATE/COUNTY-  AR/JOHNSON
 FG1414  COUNTRY     -  US
 FG1414  USGS QUAD   -  HARMONY (2017)
 FG1414
 FG1414                         *CURRENT SURVEY CONTROL
 FG1414  ______________________________________________________________________
 FG1414* NAD 83(1986) POSITION- 35 33 05.     (N) 093 34 05.     (W)   SCALED
 FG1414* NAVD 88 ORTHO HEIGHT -   195.306 (meters)      640.77  (feet) ADJUSTED
 FG1414  ______________________________________________________________________
 FG1414  GEOID HEIGHT    -        -28.850 (meters)                     GEOID18
 FG1414  DYNAMIC HEIGHT  -        195.126 (meters)      640.18  (feet) COMP
 FG1414  MODELED GRAVITY -    979,705.1   (mgal)                       NAVD 88
 FG1414
 FG1414  VERT ORDER      -  SECOND    CLASS 0
 FG1414
 FG1414.The horizontal coordinates were scaled from a map and have
 FG1414.an estimated accuracy of +/- 6 seconds.
 FG1414
 FG1414.The orthometric height was determined by differential leveling and
 FG1414.adjusted by the NATIONAL GEODETIC SURVEY
 FG1414.in June 1991.
 FG1414
 FG1414.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1414.GEOID18 height accuracy estimate available here.
 FG1414
 FG1414.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV485343(NAD 83)
 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
 FG1414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1414.See file dsdata.pdf to determine how the superseded data were derived.
 FG1414
 FG1414_MARKER: DB = BENCH MARK DISK
 FG1414_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG1414_STAMPING: L 94 1935
 FG1414_MARK LOGO: CGS
 FG1414_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG1414
 FG1414  HISTORY     - Date     Condition        Report By
 FG1414  HISTORY     - 1935     MONUMENTED       CGS
 FG1414  HISTORY     - 1959     MARK NOT FOUND   CGS
 FG1414
 FG1414                          STATION DESCRIPTION
 FG1414
 FG1414'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG1463 ***********************************************************************
 FG1463  DESIGNATION -  L 95
 FG1463  PID         -  FG1463
 FG1463  STATE/COUNTY-  AR/JOHNSON
 FG1463  COUNTRY     -  US
 FG1463  USGS QUAD   -  OARK (2017)
 FG1463
 FG1463                         *CURRENT SURVEY CONTROL
 FG1463  ______________________________________________________________________
 FG1463* NAD 83(1986) POSITION- 35 42 28.     (N) 093 33 33.     (W)   SCALED
 FG1463* NAVD 88 ORTHO HEIGHT -   533.723 (meters)     1751.06  (feet) ADJUSTED
 FG1463  ______________________________________________________________________
 FG1463  GEOID HEIGHT    -        -28.278 (meters)                     GEOID18
 FG1463  DYNAMIC HEIGHT  -        533.225 (meters)     1749.42  (feet) COMP
 FG1463  MODELED GRAVITY -    979,683.1   (mgal)                       NAVD 88
 FG1463
 FG1463  VERT ORDER      -  SECOND    CLASS 0
 FG1463
 FG1463.The horizontal coordinates were scaled from a map and have
 FG1463.an estimated accuracy of +/- 6 seconds.
 FG1463
 FG1463.The orthometric height was determined by differential leveling and
 FG1463.adjusted by the NATIONAL GEODETIC SURVEY
 FG1463.in June 1991.
 FG1463
 FG1463.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1463.GEOID18 height accuracy estimate available here.
 FG1463
 FG1463.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV494516(NAD 83)
 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
 FG1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1463.See file dsdata.pdf to determine how the superseded data were derived.
 FG1463
 FG1463_MARKER: DB = BENCH MARK DISK
 FG1463_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG1463_STAMPING: L 95 1935
 FG1463_MARK LOGO: CGS
 FG1463_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0367 ***********************************************************************
 EJ0367  DESIGNATION -  L 96
 EJ0367  PID         -  EJ0367
 EJ0367  STATE/COUNTY-  AR/SALINE
 EJ0367  COUNTRY     -  US
 EJ0367  USGS QUAD   -  BELFAST (2017)
 EJ0367
 EJ0367                         *CURRENT SURVEY CONTROL
 EJ0367  ______________________________________________________________________
 EJ0367* NAD 83(1986) POSITION- 34 28 54.     (N) 092 27 16.     (W)   SCALED
 EJ0367* NAVD 88 ORTHO HEIGHT -   116.173 (meters)      381.14  (feet) ADJUSTED
 EJ0367  ______________________________________________________________________
 EJ0367  GEOID HEIGHT    -        -26.203 (meters)                     GEOID18
 EJ0367  DYNAMIC HEIGHT  -        116.062 (meters)      380.78  (feet) COMP
 EJ0367  MODELED GRAVITY -    979,681.7   (mgal)                       NAVD 88
 EJ0367
 EJ0367  VERT ORDER      -  SECOND    CLASS 0
 EJ0367
 EJ0367.The horizontal coordinates were scaled from a map and have
 EJ0367.an estimated accuracy of +/- 6 seconds.
 EJ0367
 EJ0367.The orthometric height was determined by differential leveling and
 EJ0367.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0367.in June 1991.
 EJ0367
 EJ0367.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0367.GEOID18 height accuracy estimate available here.
 EJ0367
 EJ0367.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU500156(NAD 83)
 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
 EJ0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0367.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0367
 EJ0367_MARKER: DB = BENCH MARK DISK
 EJ0367_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0367_STAMPING: L 96 1935
 EJ0367_MARK LOGO: CGS
 EJ0367_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0495 ***********************************************************************
 EJ0495  DESIGNATION -  L 97
 EJ0495  PID         -  EJ0495
 EJ0495  STATE/COUNTY-  AR/JEFFERSON
 EJ0495  COUNTRY     -  US
 EJ0495  USGS QUAD   -  HARDIN (2017)
 EJ0495
 EJ0495                         *CURRENT SURVEY CONTROL
 EJ0495  ______________________________________________________________________
 EJ0495* NAD 83(1986) POSITION- 34 20 11.     (N) 092 07 45.     (W)   SCALED
 EJ0495* NAVD 88 ORTHO HEIGHT -    93.429 (meters)      306.52  (feet) ADJUSTED
 EJ0495  ______________________________________________________________________
 EJ0495  GEOID HEIGHT    -        -26.036 (meters)                     GEOID18
 EJ0495  DYNAMIC HEIGHT  -         93.339 (meters)      306.23  (feet) COMP
 EJ0495  MODELED GRAVITY -    979,672.8   (mgal)                       NAVD 88
 EJ0495
 EJ0495  VERT ORDER      -  FIRST     CLASS II
 EJ0495
 EJ0495.The horizontal coordinates were scaled from a map and have
 EJ0495.an estimated accuracy of +/- 6 seconds.
 EJ0495
 EJ0495.The orthometric height was determined by differential leveling and
 EJ0495.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0495.in June 1991.
 EJ0495
 EJ0495.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0495.GEOID18 height accuracy estimate available here.
 EJ0495
 EJ0495.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT801997(NAD 83)
 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
 EJ0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0495.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0495
 EJ0495_MARKER: DB = BENCH MARK DISK
 EJ0495_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0495_STAMPING: L 97 1935
 EJ0495_MARK LOGO: CGS
 EJ0495_PROJECTION: PROJECTING 6 CENTIMETERS
 EJ0495_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0882 ***********************************************************************
 EJ0882  DESIGNATION -  L 98
 EJ0882  PID         -  EJ0882
 EJ0882  STATE/COUNTY-  AR/SALINE
 EJ0882  COUNTRY     -  US
 EJ0882  USGS QUAD   -  LAKE NORRELL (2017)
 EJ0882
 EJ0882                         *CURRENT SURVEY CONTROL
 EJ0882  ______________________________________________________________________
 EJ0882* NAD 83(1986) POSITION- 34 43 36.     (N) 092 44 03.     (W)   SCALED
 EJ0882* NAVD 88 ORTHO HEIGHT -   162.339 (meters)      532.61  (feet) ADJUSTED
 EJ0882  ______________________________________________________________________
 EJ0882  GEOID HEIGHT    -        -27.197 (meters)                     GEOID18
 EJ0882  DYNAMIC HEIGHT  -        162.183 (meters)      532.10  (feet) COMP
 EJ0882  MODELED GRAVITY -    979,668.0   (mgal)                       NAVD 88
 EJ0882
 EJ0882  VERT ORDER      -  SECOND    CLASS 0
 EJ0882
 EJ0882.The horizontal coordinates were scaled from a map and have
 EJ0882.an estimated accuracy of +/- 6 seconds.
 EJ0882
 EJ0882.The orthometric height was determined by differential leveling and
 EJ0882.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0882.in June 1991.
 EJ0882
 EJ0882.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0882.GEOID18 height accuracy estimate available here.
 EJ0882
 EJ0882.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU243427(NAD 83)
 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
 EJ0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0882.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0882
 EJ0882_MARKER: DB = BENCH MARK DISK
 EJ0882_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0882_STAMPING: L 98 1935
 EJ0882_MARK LOGO: CGS
 EJ0882_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0882
 EJ0882  HISTORY     - Date     Condition        Report By
 EJ0882  HISTORY     - 1935     MONUMENTED       CGS
 EJ0882  HISTORY     - 1939     GOOD             CGS
 EJ0882  HISTORY     - 1974     MARK NOT FOUND   USGS
 EJ0882
 EJ0882                          STATION DESCRIPTION
 EJ0882
 EJ0882'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0844 ***********************************************************************
 EJ0844  DESIGNATION -  L 99
 EJ0844  PID         -  EJ0844
 EJ0844  STATE/COUNTY-  AR/PULASKI
 EJ0844  COUNTRY     -  US
 EJ0844  USGS QUAD   -  FERNDALE (2017)
 EJ0844
 EJ0844                         *CURRENT SURVEY CONTROL
 EJ0844  ______________________________________________________________________
 EJ0844* NAD 83(1986) POSITION- 34 50 16.     (N) 092 33 08.     (W)   SCALED
 EJ0844* NAVD 88 ORTHO HEIGHT -   100.179 (meters)      328.67  (feet) ADJUSTED
 EJ0844  ______________________________________________________________________
 EJ0844  GEOID HEIGHT    -        -27.279 (meters)                     GEOID18
 EJ0844  DYNAMIC HEIGHT  -        100.085 (meters)      328.36  (feet) COMP
 EJ0844  MODELED GRAVITY -    979,691.0   (mgal)                       NAVD 88
 EJ0844
 EJ0844  VERT ORDER      -  SECOND    CLASS 0
 EJ0844
 EJ0844.The horizontal coordinates were scaled from a map and have
 EJ0844.an estimated accuracy of +/- 6 seconds.
 EJ0844
 EJ0844.The orthometric height was determined by differential leveling and
 EJ0844.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0844.in June 1991.
 EJ0844
 EJ0844.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0844.GEOID18 height accuracy estimate available here.
 EJ0844
 EJ0844.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU409551(NAD 83)
 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
 EJ0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0844.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0844
 EJ0844_MARKER: DB = BENCH MARK DISK
 EJ0844_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0844_STAMPING: L 99 1935
 EJ0844_MARK LOGO: CGS
 EJ0844_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0844
 EJ0844  HISTORY     - Date     Condition        Report By
 EJ0844  HISTORY     - 1935     MONUMENTED       CGS
 EJ0844  HISTORY     - 1960     MARK NOT FOUND   CGS
 EJ0844
 EJ0844                          STATION DESCRIPTION
 EJ0844
 EJ0844'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DR8385 ***********************************************************************
 DR8385  HT_MOD      -  This is a Height Modernization Survey Station.
 DR8385  DESIGNATION -  L11D
 DR8385  PID         -  DR8385
 DR8385  STATE/COUNTY-  AR/FRANKLIN
 DR8385  COUNTRY     -  US
 DR8385  USGS QUAD   -  OZARK (2017)
 DR8385
 DR8385                         *CURRENT SURVEY CONTROL
 DR8385  ______________________________________________________________________
 DR8385* NAD 83(2011) POSITION- 35 28 21.94275(N) 093 48 46.53328(W)   ADJUSTED
 DR8385* NAD 83(2011) ELLIP HT-    87.261 (meters)        (03/22/22)   ADJUSTED
 DR8385* NAD 83(2011) EPOCH   -  2010.00
 DR8385* NAVD 88 ORTHO HEIGHT -   116.50  (meters)      382.2   (feet) GPS OBS
 DR8385  ______________________________________________________________________
 DR8385  GEOID HEIGHT    -        -29.283 (meters)                     GEOID18
 DR8385  NAD 83(2011) X  -   -345,810.546 (meters)                     COMP
 DR8385  NAD 83(2011) Y  - -5,188,725.835 (meters)                     COMP
 DR8385  NAD 83(2011) Z  -  3,680,757.897 (meters)                     COMP
 DR8385  LAPLACE CORR    -          1.14  (seconds)                    DEFLEC18
 DR8385
 DR8385  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR8385  Standards:
 DR8385         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR8385            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR8385  -------------------------------------------------------------------
 DR8385  NETWORK    0.65   1.06           0.27   0.26   0.54      0.03080977
 DR8385  -------------------------------------------------------------------
 DR8385  Click here for local accuracies and other accuracy information.
 DR8385
 DR8385.The horizontal coordinates were established by GPS observations
 DR8385.and adjusted by the USACE LITTLE ROCK in March 2022.
 DR8385
 DR8385.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR8385.been affixed to the stable North American tectonic plate. See 
 DR8385.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR8385
 DR8385.The horizontal coordinates are valid at the epoch date displayed above
 DR8385.which is a decimal equivalence of Year/Month/Day.
 DR8385
 DR8385.The orthometric height was determined by GPS observations and a
 DR8385.high-resolution geoid model using precise GPS observation and
 DR8385.processing techniques.
 DR8385
 DR8385.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8385.GEOID18 height accuracy estimate available here.
 DR8385
 DR8385.Click photographs - Photos may exist for this station.
 DR8385
 DR8385.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR8385
 DR8385.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR8385
 DR8385.The ellipsoidal height was determined by GPS observations
 DR8385.and is referenced to NAD 83.
 DR8385
 DR8385. The following values were computed from the NAD 83(2011) position.
 DR8385
 DR8385;                    North         East     Units Scale Factor Converg.
 DR8385;SPC AR N     -   127,924.320   235,478.353   MT  0.99993782   -1 03 17.8
 DR8385;SPC AR N     -   419,698.37    772,565.23   sFT  0.99993782   -1 03 17.8
 DR8385;UTM  15      - 3,925,776.247   426,247.533   MT  0.99966703   -0 28 18.4
 DR8385
 DR8385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR8385!SPC AR N     -   0.99998630  x   0.99993782  =   0.99992412
 DR8385!UTM  15      -   0.99998630  x   0.99966703  =   0.99965334
 DR8385
 DR8385_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV2624725776(NAD 83)
 DR8385
 DR8385                          SUPERSEDED SURVEY CONTROL
 DR8385
 DR8385.No superseded survey control is available for this station.
 DR8385
 DR8385_MARKER: DD = SURVEY DISK
 DR8385_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DR8385_SP_SET: DAM
 DR8385_STAMPING: L11D
 DR8385_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR8385_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR8385_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR8385+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2020
 DR8385
 DR8385  HISTORY     - Date     Condition        Report By
 DR8385  HISTORY     - 20200225 MONUMENTED       USACE
 DR8385
 DR8385                          STATION DESCRIPTION
 DR8385
 DR8385'DESCRIBED BY US ARMY CORPS OF ENGINEERS 2020 (JKC)
 DR8385'THE MARK IS LOCATED ABOUT 7.8 MI (12.6 KM) EAST-NORTHEAST OF CECIL,
 DR8385'7.0 MI (11.3 KM) SOUTH OF WATALULA AND 1.3 MI (2.1 KM) SOUTHEAST OF
 DR8385'OZARK.
 DR8385'
 DR8385'THE MARK IS LOCATED ON LOCK AND DAM NUMBER 12 ON THE ARKANSAS RIVER.
 DR8385'SET IN THE DOWNSTREAM END OF JOINT 11 OF THE UPSTREAM LAND WALL.
 DR8385'ACCESS IS RESTRICTED TO AUTHORIZED PERSONNEL ONLY.
 DR8385'
 DR8385'IT IS 3.2 M (10.5 FT) SOUTHWEST OF THE CENTER OF A METAL LIGHT POLE
 DR8385'WITH SPEAKER, 1.4 M (4.6 FT) EAST OF THE WEST HAND RAIL, 1.3 M
 DR8385'(4.3 FT) NORTHEAST OF THE CENTER OF A LIFE RING BOX, 0.5 M (1.6 FT)
 DR8385'WEST OF THE EAST HAND RAIL.
 DR8385'
 DR8385'NOTE-THERE IS NO LOGO ON THE DISK.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR8383 ***********************************************************************
 DR8383  DESIGNATION -  L32D
 DR8383  PID         -  DR8383
 DR8383  STATE/COUNTY-  AR/SEBASTIAN
 DR8383  COUNTRY     -  US
 DR8383  USGS QUAD   -  BARLING (2017)
 DR8383
 DR8383                         *CURRENT SURVEY CONTROL
 DR8383  ______________________________________________________________________
 DR8383* NAD 83(2011) POSITION- 35 20 51.29219(N) 094 17 46.90559(W)   ADJUSTED
 DR8383* NAD 83(2011) ELLIP HT-    92.545 (meters)        (03/22/22)   ADJUSTED
 DR8383* NAD 83(2011) EPOCH   -  2010.00
 DR8383* NAVD 88 ORTHO HEIGHT -   122.613 (meters)      402.27  (feet) ADJUSTED
 DR8383  ______________________________________________________________________
 DR8383  GEOID HEIGHT    -        -30.125 (meters)                     GEOID18
 DR8383  NAD 83(2011) X  -   -390,181.124 (meters)                     COMP
 DR8383  NAD 83(2011) Y  - -5,193,652.558 (meters)                     COMP
 DR8383  NAD 83(2011) Z  -  3,669,441.276 (meters)                     COMP
 DR8383  LAPLACE CORR    -          1.85  (seconds)                    DEFLEC18
 DR8383  DYNAMIC HEIGHT  -        122.497 (meters)      401.89  (feet) COMP
 DR8383  MODELED GRAVITY -    979,690.4   (mgal)                       NAVD 88
 DR8383
 DR8383  VERT ORDER      -  FIRST     CLASS II
 DR8383
 DR8383  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR8383  Standards:
 DR8383         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR8383            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR8383  -------------------------------------------------------------------
 DR8383  NETWORK    0.65   1.06           0.27   0.26   0.54      0.03963741
 DR8383  -------------------------------------------------------------------
 DR8383  Click here for local accuracies and other accuracy information.
 DR8383
 DR8383.The horizontal coordinates were established by GPS observations
 DR8383.and adjusted by the USACE LITTLE ROCK in March 2022.
 DR8383
 DR8383.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR8383.been affixed to the stable North American tectonic plate. See 
 DR8383.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR8383
 DR8383.The horizontal coordinates are valid at the epoch date displayed above
 DR8383.which is a decimal equivalence of Year/Month/Day.
 DR8383
 DR8383.The orthometric height was determined by differential leveling and
 DR8383.adjusted by the NATIONAL GEODETIC SURVEY
 DR8383.in September 2024.
 DR8383
 DR8383.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8383.GEOID18 height accuracy estimate available here.
 DR8383
 DR8383.Click photographs - Photos may exist for this station.
 DR8383
 DR8383.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR8383
 DR8383.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR8383
 DR8383.The ellipsoidal height was determined by GPS observations
 DR8383.and is referenced to NAD 83.
 DR8383
 DR8383.The dynamic height is computed by dividing the NAVD 88
 DR8383.geopotential number by the normal gravity value computed on the
 DR8383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR8383.degrees latitude (g = 980.6199 gals.).
 DR8383
 DR8383.The modeled gravity was interpolated from observed gravity values.
 DR8383
 DR8383. The following values were computed from the NAD 83(2011) position.
 DR8383
 DR8383;                    North         East     Units Scale Factor Converg.
 DR8383;SPC AR N     -   114,955.812   191,290.092   MT  0.99994442   -1 20 10.5
 DR8383;SPC AR N     -   377,150.86    627,590.91   sFT  0.99994442   -1 20 10.5
 DR8383;UTM  15      - 3,912,360.644   382,203.817   MT  0.99977100   -0 45 00.3
 DR8383
 DR8383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR8383!SPC AR N     -   0.99998547  x   0.99994442  =   0.99992990
 DR8383!UTM  15      -   0.99998547  x   0.99977100  =   0.99975648
 DR8383
 DR8383_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV8220312360(NAD 83)
 DR8383
 DR8383                          SUPERSEDED SURVEY CONTROL
 DR8383
 DR8383  NAVD 88 (03/22/22)  122.63   (m)  GEOID18  model used  GPS OBS        
 DR8383
 DR8383.Superseded values are not recommended for survey control.
 DR8383
 DR8383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR8383.See file dsdata.pdf to determine how the superseded data were derived.
 DR8383
 DR8383_MARKER: DD = SURVEY DISK
 DR8383_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DR8383_SP_SET: DAM WALKWAY
 DR8383_STAMPING: L32D
 DR8383_MARK LOGO: USACE
 DR8383_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR8383_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR8383_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR8383+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2024
 DR8383
 DR8383  HISTORY     - Date     Condition        Report By
 DR8383  HISTORY     - 19690101 MONUMENTED       USACEL
 DR8383  HISTORY     - 20200210 GOOD             USACEL
 DR8383  HISTORY     - 20240415 GOOD             ARHD
 DR8383
 DR8383                          STATION DESCRIPTION
 DR8383
 DR8383'DESCRIBED BY USACE LITTLE ROCK 2020 (JKC)
 DR8383'THE MARK IS LOCATED ABOUT 6.3 MI (10.1 KM) EAST-SOUTHEAST OF FORT
 DR8383'SMITH, 6.0 MI (9.7 KM) EAST OF SOUTH FORT SMITH AND 1.5 MI (2.4 KM)
 DR8383'NORTH OF BARLING.
 DR8383'
 DR8383'THE MARK IS LOCATED ON LOCK AND DAM NUMBER 13 ON THE ARKANSAS RIVER.
 DR8383'SET IN THE DOWNSTREAM LAND WALL. ACCESS IS RESTRICTED TO AUTHORIZED
 DR8383'PERSONNEL ONLY.
 DR8383'
 DR8383'IT IS 14.3 M (46.9 FT) NORTHWEST OF OF THE NORTHWEST CORNER OF A METAL
 DR8383'LIGHT POLE WITH SIREN, 10.5 M (34.4 FT) SOUTHEAST OF THE CENTER OF A
 DR8383'METAL CLEAT, 1.1 M (3.6 FT) NORTHEAST OF THE SOUTHWEST HANDRAIL, 0.9 M
 DR8383'(3.0 FT) SOUTHWEST OF THE NORTHEAST HANDRAIL.NOTE-THERE IS NO LOGO ON
 DR8383'THE DISK.
 DR8383
 DR8383                          STATION RECOVERY (2024)
 DR8383
 DR8383'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (JDH)
 DR8383'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH2962 ***********************************************************************
 EH2962  DESIGNATION -  LA GRUE
 EH2962  PID         -  EH2962
 EH2962  STATE/COUNTY-  AR/ARKANSAS
 EH2962  COUNTRY     -  US
 EH2962  USGS QUAD   -  WEBER (2017)
 EH2962
 EH2962                         *CURRENT SURVEY CONTROL
 EH2962  ______________________________________________________________________
 EH2962* NAD 83(1997) POSITION- 34 12 28.89983(N) 091 12 42.40345(W)   ADJUSTED
 EH2962* NAVD 88 ORTHO HEIGHT -    58.    (meters)      190.    (feet) SCALED
 EH2962  ______________________________________________________________________
 EH2962  GEOID HEIGHT    -        -26.449 (meters)                     GEOID18
 EH2962  LAPLACE CORR    -         -1.60  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2962.GEOID18 height accuracy estimate available here.
 EH2962
 EH2962.Click photographs - Photos may exist for this station.
 EH2962
 EH2962.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2962
 EH2962. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999505  x   0.99992304  =   0.99991809
 EH2962!UTM  15      -   0.99999505  x   0.99993456  =   0.99992961
 EH2962
 EH2962:                Primary Azimuth Mark                     Grid Az
 EH2962:SPC AR S     -  LA GRUE AZ MK                            267 52 19.0
 EH2962:UTM  15      -  LA GRUE AZ MK                            267 18 27.2
 EH2962
 EH2962_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT6474486667(NAD 83)
 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(1993)-  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
 EH2962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2962.See file dsdata.pdf to determine how the superseded data were derived.
 EH2962
 EH2962_MARKER: DS = TRIANGULATION STATION DISK
 EH2962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2962_STAMPING: LA GRUE 1964
 EH2962_MARK LOGO: CGS
 EH2962_PROJECTION: FLUSH
 EH2962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2962+STABILITY: SURFACE MOTION
 EH2962
 EH2962  HISTORY     - Date     Condition        Report By
 EH2962  HISTORY     - 1964     MONUMENTED       CGS
 EH2962
 EH2962                          STATION DESCRIPTION
 EH2962
 EH2962'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RAT)
 EH2962'THE STATION IS 7-1/4 MILES SOUTH AND 21 MILES WEST OF ELAINE, 6 MILES
 EH2962'SOUTH AND 8 MILES EAST OF DE WITT, AT THE EXTREME SOUTHEAST CORNER OF
 EH2962'SECTION 34, T5S, R2W, AND IN THE LA GRUE COMMUNITY.
 EH2962'
 EH2962'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 1, 152, AND
 EH2962'176, 3.75 MILES SOUTH OF DE WITT, GO EAST, SOUTH, AND EAST ON HIGHWAY
 EH2962'152 FOR 7.6 MILES TO THE JUNCTION WITH STATE HIGHWAY 17 AND THE END OF
 EH2962'PAVEMENT IN THE SMALL COMMUNITY OF DE LUCE.  CONTINUE EAST ON HIGHWAY
 EH2962'17 (GRAVEL ROAD) FOR 1.8 MILES TO A WITNESS POST AND THE AZIMUTH MARK
 EH2962'ON THE RIGHT.  CONTINUE EAST ON HIGHWAY 17 FOR 0.25 MILE TO THE END OF
 EH2962'STATE MAINTENANCE AND THE STATION ON THE LEFT.
 EH2962'
 EH2962'STATION MARKS ARE STANDARD DISKS STAMPED LA GRUE 1964.  THE SURFACE
 EH2962'DISK IS SET IN A SQUARE CONCRETE MONUMENT FLUSH WITH THE SURFACE OF
 EH2962'THE GROUND.  IT IS 61 FEET NORTH OF THE CENTER OF HIGHWAY 17, 43.5
 EH2962'FEET NORTHWEST OF A CORNER FENCE POST, 34 FEET NORTHEAST OF A METAL
 EH2962'WITNESS POST SET IN A FENCELINE, AND 31 FEET WEST OF A NORTH-SOUTH
 EH2962'FENCE.
 EH2962'
 EH2962'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES
 EH2962'BELOW THE SURFACE OF THE GROUND.
 EH2962'
 EH2962'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED LA GRUE NO 1 1964, IS
 EH2962'SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.  IT IS 12.5
 EH2962'FEET SOUTH OF THE CENTER OF A TRACK ROAD, 2 FEET WEST OF A METAL
 EH2962'WITNESS POST, AND 1 FOOT NORTH OF A FENCE.
 EH2962'
 EH2962'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED LA GRUE NO 2 1964, IS
 EH2962'SET IN A SQUARE CONCRETE MONUMENT FLUSH WITH THE SURFACE OF THE
 EH2962'GROUND.  IT IS 96 FEET WEST OF THE METAL WITNESS POST, 29 FEET NORTH
 EH2962'OF THE CENTER OF HIGHWAY 17, 27 FEET WEST OF THE CENTER OF A METAL
 EH2962'GATE, AND 1 FOOT NORTH OF A FENCE.
 EH2962'
 EH2962'U.S. DEPARTMENT OF AGRICULTURE BIOLOGICAL SURVEY MARK, STAMPED 66 T5S
 EH2962'R2W S34 S3 S2 CC T6S 1935, IS A 2 INCH CAPPED PIPE WHICH PROJECTS 1
 EH2962'INCH.  IT IS 47 FEET SOUTHEAST OF THE CORNER FENCE POST, 44 FEET
 EH2962'NORTHEAST OF A POWER POLE, 14 FEET SOUTH OF THE CENTER OF THE TRACK
 EH2962'ROAD, AND 1 FOOT NORTHEAST OF A METAL WITNESS POST.
 EH2962'
 EH2962'AZIMUTH MARK, A STANDARD DISK STAMPED LA GRUE 1964, IS SET IN A SQUARE
 EH2962'CONCRETE MONUMENT FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 28 FEET
 EH2962'SOUTH OF THE CENTER OF HIGHWAY 17, 2 FEET NORTHWEST OF A METAL WITNESS
 EH2962'POST, AND 1.2 FEET EAST OF A POWER POLE.
 EH2962'
 EH2962'NOTE-REFERENCE MARKS MEASURED WITH 30 METER TAPE PULLING 5 KG TAPE
 EH2962'TENSION AND 300 FOOT TAPE PULLING 7 KG TAPE TENSION.
 EH2962'
 EH2962'STATION WAS BUILT IN 1964 AND OCCUPIED IN 1965.  HEIGHT OF LIGHT ABOVE
 EH2962'STATION MARK 38 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL1274 ***********************************************************************
 DL1274  DESIGNATION -  LACEY
 DL1274  PID         -  DL1274
 DL1274  STATE/COUNTY-  AR/BRADLEY
 DL1274  COUNTRY     -  US
 DL1274  USGS QUAD   -  FARMVILLE (2017)
 DL1274
 DL1274                         *CURRENT SURVEY CONTROL
 DL1274  ______________________________________________________________________
 DL1274* NAD 83(1997) POSITION- 33 37 24.59017(N) 092 13 21.78010(W)   ADJUSTED
 DL1274* NAVD 88 ORTHO HEIGHT -    69.    (meters)      226.    (feet) SCALED
 DL1274  ______________________________________________________________________
 DL1274  GEOID HEIGHT    -        -25.944 (meters)                     GEOID18
 DL1274  LAPLACE CORR    -          1.17  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1274.GEOID18 height accuracy estimate available here.
 DL1274
 DL1274.Click photographs - Photos may exist for this station.
 DL1274
 DL1274.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1274
 DL1274. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999325  x   0.99994402  =   0.99993727
 DL1274!UTM  15      -   0.99999325  x   0.99966408  =   0.99965734
 DL1274
 DL1274:                Primary Azimuth Mark                     Grid Az
 DL1274:SPC AR S     -  LACEY AZ MK                              224 27 18.0
 DL1274:UTM  15      -  LACEY AZ MK                              223 53 59.8
 DL1274
 DL1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT7209620682(NAD 83)
 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
 DL1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1274.See file dsdata.pdf to determine how the superseded data were derived.
 DL1274
 DL1274_MARKER: DS = TRIANGULATION STATION DISK
 DL1274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1274_STAMPING: LACEY 1942
 DL1274_MARK LOGO: CGS
 DL1274_PROJECTION: FLUSH
 DL1274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1274+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1428 ***********************************************************************
 DL1428  DESIGNATION -  LACKLAND
 DL1428  PID         -  DL1428
 DL1428  STATE/COUNTY-  AR/NEVADA
 DL1428  COUNTRY     -  US
 DL1428  USGS QUAD   -  WHELEN SPRINGS (2017)
 DL1428
 DL1428                         *CURRENT SURVEY CONTROL
 DL1428  ______________________________________________________________________
 DL1428* NAD 83(1997) POSITION- 33 45 45.03403(N) 093 13 59.65393(W)   ADJUSTED
 DL1428* NAVD 88 ORTHO HEIGHT -   111.10  (+/-2cm)      364.5   (feet) VERTCON3
 DL1428  ______________________________________________________________________
 DL1428  GEOID HEIGHT    -        -26.663 (meters)                     GEOID18
 DL1428  LAPLACE CORR    -          1.66  (seconds)                    DEFLEC18
 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
 DL1428.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1428.GEOID18 height accuracy estimate available here.
 DL1428
 DL1428.The vertical order pertains to the NGVD 29 superseded value.
 DL1428
 DL1428.Click photographs - Photos may exist for this station.
 DL1428
 DL1428.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1428
 DL1428. The following values were computed from the NAD 83(1997) position.
 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     -   0.99998674  x   0.99992966  =   0.99991641
 DL1428!UTM  15      -   0.99998674  x   0.99960575  =   0.99959250
 DL1428
 DL1428:                Primary Azimuth Mark                     Grid Az
 DL1428:SPC AR S     -  PRESCOTT MAG 2 RESET                     289 04 53.7
 DL1428:UTM  15      -  PRESCOTT MAG 2 RESET                     288 31 15.5
 DL1428
 DL1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT7840135848(NAD 83)
 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(1993)-  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             111.11   (m)          364.5    (f) LEVELING    3  
 DL1428
 DL1428.Superseded values are not recommended for survey control.
 DL1428
 DL1428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1428.See file dsdata.pdf to determine how the superseded data were derived.
 DL1428
 DL1428_MARKER: DS = TRIANGULATION STATION DISK
 DL1428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1428_STAMPING: LACKLAND 1941
 DL1428_MARK LOGO: CGS
 DL1428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1428+STABILITY: SURFACE MOTION
 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.  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 = MARCH 20, 2026 22:17:28 EDT
 EH2630 ***********************************************************************
 EH2630  DESIGNATION -  LACONIA
 EH2630  PID         -  EH2630
 EH2630  STATE/COUNTY-  AR/DESHA
 EH2630  COUNTRY     -  US
 EH2630  USGS QUAD   -  LACONIA (2017)
 EH2630
 EH2630                         *CURRENT SURVEY CONTROL
 EH2630  ______________________________________________________________________
 EH2630* NAD 83(1997) POSITION- 34 02 10.16004(N) 090 57 01.04865(W)   ADJUSTED
 EH2630* NAD 83(1997) ELLIP HT-    29.214 (meters)        (09/14/99)   ADJUSTED
 EH2630* NAVD 88 ORTHO HEIGHT -    55.490 (meters)      182.05  (feet) ADJUSTED
 EH2630  ______________________________________________________________________
 EH2630  GEOID HEIGHT    -        -26.556 (meters)                     GEOID18
 EH2630  NAD 83(1997) X  -    -87,751.623 (meters)                     COMP
 EH2630  NAD 83(1997) Y  - -5,290,311.139 (meters)                     COMP
 EH2630  NAD 83(1997) Z  -  3,549,787.041 (meters)                     COMP
 EH2630  LAPLACE CORR    -         -0.37  (seconds)                    DEFLEC18
 EH2630  DYNAMIC HEIGHT  -         55.435 (meters)      181.87  (feet) COMP
 EH2630  MODELED GRAVITY -    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 and
 EH2630.adjusted by the NATIONAL GEODETIC SURVEY
 EH2630.in June 1991.
 EH2630
 EH2630.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2630.GEOID18 height accuracy estimate available here.
 EH2630
 EH2630.Click photographs - Photos may exist for this station.
 EH2630
 EH2630.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH2630
 EH2630.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2630
 EH2630.The ellipsoidal height was determined by GPS observations
 EH2630.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT8922168059(NAD 83)
 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(1993)-  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              55.53   (m)          182.2    (f) LEVELING    3  
 EH2630  NGVD 29 (11/26/84)   55.534  (m)          182.20   (f) ADJUSTED    1 2
 EH2630
 EH2630.Superseded values are not recommended for survey control.
 EH2630
 EH2630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2630.See file dsdata.pdf to determine how the superseded data were derived.
 EH2630
 EH2630_MARKER: DS = TRIANGULATION STATION DISK
 EH2630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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             USACE
 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 ARMY CORPS OF 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 = MARCH 20, 2026 22:17:28 EDT
 EH2629 ***********************************************************************
 EH2629  DESIGNATION -  LACONIA AZ MK
 EH2629  PID         -  EH2629
 EH2629  STATE/COUNTY-  AR/DESHA
 EH2629  COUNTRY     -  US
 EH2629  USGS QUAD   -  LACONIA (2017)
 EH2629
 EH2629                         *CURRENT SURVEY CONTROL
 EH2629  ______________________________________________________________________
 EH2629* NAD 83(1997) POSITION- 34 02 21.27060(N) 090 56 47.69700(W)   ADJUSTED
 EH2629* NAD 83(1997) ELLIP HT-    29.352 (meters)        (09/14/99)   ADJUSTED
 EH2629* NAVD 88 ORTHO HEIGHT -    55.625 (meters)      182.50  (feet) ADJUSTED
 EH2629  ______________________________________________________________________
 EH2629  GEOID HEIGHT    -        -26.558 (meters)                     GEOID18
 EH2629  NAD 83(1997) X  -    -87,406.014 (meters)                     COMP
 EH2629  NAD 83(1997) Y  - -5,290,125.328 (meters)                     COMP
 EH2629  NAD 83(1997) Z  -  3,550,070.804 (meters)                     COMP
 EH2629  LAPLACE CORR    -         -0.36  (seconds)                    DEFLEC18
 EH2629  DYNAMIC HEIGHT  -         55.569 (meters)      182.31  (feet) COMP
 EH2629  MODELED GRAVITY -    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 and
 EH2629.adjusted by the NATIONAL GEODETIC SURVEY
 EH2629.in June 1991.
 EH2629
 EH2629.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2629.GEOID18 height accuracy estimate available here.
 EH2629
 EH2629.Click photographs - Photos may exist for this station.
 EH2629
 EH2629.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH2629
 EH2629.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2629
 EH2629.The ellipsoidal height was determined by GPS observations
 EH2629.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT8955668408(NAD 83)
 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(1993)-  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              55.67   (m)          182.6    (f) LEVELING    3  
 EH2629  NGVD 29 (11/26/84)   55.669  (m)          182.64   (f) ADJUSTED    1 2
 EH2629
 EH2629.Superseded values are not recommended for survey control.
 EH2629
 EH2629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2629.See file dsdata.pdf to determine how the superseded data were derived.
 EH2629
 EH2629_MARKER: DZ = AZIMUTH MARK DISK
 EH2629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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     - 1964     MONUMENTED       CGS
 EH2629  HISTORY     - 1985     GOOD             NGS
 EH2629  HISTORY     - 20050412 GOOD             USACE
 EH2629
 EH2629                          STATION DESCRIPTION
 EH2629
 EH2629'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RAT)
 EH2629'THE STATION IS LOCATED ABOUT 13 KM (8 MI) SOUTH-SOUTHEAST OF CRUMROD,
 EH2629'8 KM (5 MI) EAST-SOUTHEST OF SNOW LAKE, ON THE MAIN LEVEE ALONG THE
 EH2629'MISSISSIPPI RIVER, IN T7S, R2E, CENTRAL SECTION 31.
 EH2629'OWNERSHIP--LCAONIA LEVEE DISTRICT NO 1 OF DESHA COUNTY ARKANSAS, PO
 EH2629'BOX 381, MCGEHEE, AR 71654, PHONE 501-222-3456.
 EH2629'
 EH2629'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 20, 44 AND 85 IN ELAINE,
 EH2629'GO SOUTH ON HIGHWAY 85 FOR 27.0 KM (16.8 MI) TO THE DESHA COUNTY LINE.
 EH2629'CONTINUE AHEAD FOR 6.7 KM (4.2 MI) TO A CROSSROAD (HIGHWAY 85 TURN
 EH2629'RIGHT, WEST).  TURN LEFT (EASTERLY) ON A DIRT ROAD FOR 5.8 KM (3.6 MI)
 EH2629'TO THE LEVEE ROAD.  TURN RIGHT, SOUTHWEST, ON THE LEVEE ROAD FOR 0.46
 EH2629'KM (0.3 MI) 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 CURVE LEFT.
 EH2629'
 EH2629'STATION MARK IS A CGS AZIMUTH MARK DISK STAMPED--LACONIA 1965--, SET
 EH2629'IN THE TOP OF A SQUARE CONCRETE POST 2 CM BELOW GROUND.  IT IS 31
 EH2629'METERS EAST OF THE EXTENDED CENTER OF THE ROAD LEADING SOUTH, 26
 EH2629'METERS EAST OF THE MIDDLE OF THE CURVE, 3.5 METERS SOUTHWEST OF THE
 EH2629'ROAD CENTER, 0.2 METER LOWER THAN THE ROAD, AND 0.5 METER
 EH2629'EAST-SOUTHEAST OF A 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 (GRH)
 EH2629'27.2 KM (16.9 MI) SOUTHERLY ALONG THE TOP OF THE LEVEE FROM A GRAVEL
 EH2629'ROAD CROSSING IN MELLWOOD, SET JUST BEFORE A CURVE LEADING NORTHWEST
 EH2629'IN THE LEVEE, 0.48 KM (0.3 MI) NORTHEAST OF BENCH MARK H 223, 3.5
 EH2629'METERS (11.5 FT) SOUTH-SOUTHWEST OF THE APPROXIMATE CENTER OF THE
 EH2629'LEVEE ROAD, 26.0 METERS (85.3 FT) EAST OF A CURVE IN THE LEVEE, AND
 EH2629'31.0 METERS (101.7 FT) EAST OF THE EXTENDED CENTER OF A ROAD LEADING
 EH2629'SOUTH.  IT IS 0.51 METERS EAST-SOUTHEAST FROM A WITNESS POST.  IT IS
 EH2629'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 = MARCH 20, 2026 22:17:28 EDT
 EH2631 ***********************************************************************
 EH2631  DESIGNATION -  LACONIA RM 1
 EH2631  PID         -  EH2631
 EH2631  STATE/COUNTY-  AR/DESHA
 EH2631  COUNTRY     -  US
 EH2631  USGS QUAD   -  LACONIA (2017)
 EH2631
 EH2631                         *CURRENT SURVEY CONTROL
 EH2631  ______________________________________________________________________
 EH2631* NAD 83(1986) POSITION- 34 02 09.36   (N) 090 57 01.03   (W)   HD_HELD1
 EH2631* NAVD 88 ORTHO HEIGHT -    55.317 (meters)      181.49  (feet) ADJUSTED
 EH2631  ______________________________________________________________________
 EH2631  GEOID HEIGHT    -        -26.556 (meters)                     GEOID18
 EH2631  DYNAMIC HEIGHT  -         55.262 (meters)      181.31  (feet) COMP
 EH2631  MODELED GRAVITY -    979,639.7   (mgal)                       NAVD 88
 EH2631
 EH2631  VERT ORDER      -  FIRST     CLASS II
 EH2631
 EH2631.The horizontal coordinates were determined by differentially corrected
 EH2631.hand held GPS observations or other comparable positioning techniques
 EH2631.and have an estimated accuracy of +/- 3 meters.
 EH2631
 EH2631.The orthometric height was determined by differential leveling and
 EH2631.adjusted by the NATIONAL GEODETIC SURVEY
 EH2631.in June 1991.
 EH2631
 EH2631.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2631.GEOID18 height accuracy estimate available here.
 EH2631
 EH2631.Click photographs - Photos may exist for this station.
 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     -   552,365.2     496,927.1     MT  (+/- 3 meters HH1 GPS) 
 EH2631
 EH2631_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT8922268035(NAD 83)
 EH2631
 EH2631                          SUPERSEDED SURVEY CONTROL
 EH2631
 EH2631  NGVD 29 (11/26/84)   55.361  (m)          181.63   (f) ADJUSTED    1 2
 EH2631
 EH2631.Superseded values are not recommended for survey control.
 EH2631
 EH2631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2631.See file dsdata.pdf to determine how the superseded data were derived.
 EH2631
 EH2631_MARKER: DR = REFERENCE MARK DISK
 EH2631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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) SOUTHERLY ALONG THE TOP OF THE LEVEE FROM A GRAVEL
 EH2631'ROAD CROSSING IN MELLWOOD, AT A SPUR LEVEE, 30.2 METERS (99.1 FT)
 EH2631'SOUTH-SOUTHEAST OF THE APPROXIMATE CENTER OF THE LEVEE ROAD, 2.0
 EH2631'METERS (6.5 FT) EAST-NORTHEAST OF THE CENTER OF THE SPUR LEVEE ROAD,
 EH2631'16.5 METERS (54.1 FT) NORTH-NORTHWEST OF A LONE 0.5 CM COTTONWOOD
 EH2631'TREE, AND 24.6 METERS (80.8 FT) SOUTH OF STATION LACONIA.  NOTE-DISK
 EH2631'IS SCARRED AND CONCRETE POST HAS BEEN CHIPPED.  IT IS 1.4 METERS
 EH2631'WEST-SOUTHWEST FROM A WITNESS POST AND ABOUT LEVEL WITH LEVEE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH2632 ***********************************************************************
 EH2632  DESIGNATION -  LACONIA RM 2
 EH2632  PID         -  EH2632
 EH2632  STATE/COUNTY-  AR/DESHA
 EH2632  COUNTRY     -  US
 EH2632  USGS QUAD   -  LACONIA (2017)
 EH2632
 EH2632                         *CURRENT SURVEY CONTROL
 EH2632  ______________________________________________________________________
 EH2632* NAD 83(1986) POSITION- 34 02 10.28   (N) 090 57 01.95   (W)   HD_HELD1
 EH2632* NAVD 88 ORTHO HEIGHT -    55.564 (meters)      182.30  (feet) ADJUSTED
 EH2632  ______________________________________________________________________
 EH2632  GEOID HEIGHT    -        -26.556 (meters)                     GEOID18
 EH2632  DYNAMIC HEIGHT  -         55.508 (meters)      182.11  (feet) COMP
 EH2632  MODELED GRAVITY -    979,639.7   (mgal)                       NAVD 88
 EH2632
 EH2632  VERT ORDER      -  FIRST     CLASS II
 EH2632
 EH2632.The horizontal coordinates were determined by differentially corrected
 EH2632.hand held GPS observations or other comparable positioning techniques
 EH2632.and have an estimated accuracy of +/- 3 meters.
 EH2632
 EH2632.The orthometric height was determined by differential leveling and
 EH2632.adjusted by the NATIONAL GEODETIC SURVEY
 EH2632.in June 1991.
 EH2632
 EH2632.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2632.GEOID18 height accuracy estimate available here.
 EH2632
 EH2632.Click photographs - Photos may exist for this station.
 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     -   552,393.3     496,903.3     MT  (+/- 3 meters HH1 GPS) 
 EH2632
 EH2632_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT8919768062(NAD 83)
 EH2632
 EH2632                          SUPERSEDED SURVEY CONTROL
 EH2632
 EH2632  NGVD 29 (11/26/84)   55.608  (m)          182.44   (f) ADJUSTED    1 2
 EH2632
 EH2632.Superseded values are not recommended for survey control.
 EH2632
 EH2632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2632.See file dsdata.pdf to determine how the superseded data were derived.
 EH2632
 EH2632_MARKER: DR = REFERENCE MARK DISK
 EH2632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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) SOUTHERLY ALONG THE TOP OF THE LEVEE FROM THE GRAVEL
 EH2632'ROAD CROSSING IN MELLWOOD, AT A SPUR LEVEE, 2.8 METERS (9.2 FT)
 EH2632'NORTHWEST OF THE CENTER OF THE LEVEE ROAD, 32.0 METERS (104.9 FT)
 EH2632'SOUTHWEST OF THE LEVEE ROAD JUNCTION, 29.0 METERS (95.1 FT) WEST OF
 EH2632'THE CENTER OF THE SPUR LEVEE ROAD, AND 23.3 METERS (76.6 FT) WEST OF
 EH2632'TRIANGULATION STATION LAVONIA.  IT IS 0.4 METERS NORTHEAST FROM A
 EH2632'WITNESS POST AND 0.2 M BELOW LEVEE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1807 ***********************************************************************
 FG1807  DESIGNATION -  LADD
 FG1807  PID         -  FG1807
 FG1807  STATE/COUNTY-  AR/POPE
 FG1807  COUNTRY     -  US
 FG1807  USGS QUAD   -  SIMPSON (2017)
 FG1807
 FG1807                         *CURRENT SURVEY CONTROL
 FG1807  ______________________________________________________________________
 FG1807* NAD 83(1997) POSITION- 35 32 36.88581(N) 093 06 19.58195(W)   ADJUSTED
 FG1807* NAVD 88 ORTHO HEIGHT -   474.8   (meters)     1558.    (feet) VERTCON3
 FG1807  ______________________________________________________________________
 FG1807  GEOID HEIGHT    -        -28.580 (meters)                     GEOID18
 FG1807  LAPLACE CORR    -          2.09  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1807.GEOID18 height accuracy estimate available here.
 FG1807
 FG1807.Click photographs - Photos may exist for this station.
 FG1807
 FG1807.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1807
 FG1807. The following values were computed from the NAD 83(1997) position.
 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  =   0.99986617
 FG1807!UTM  15      -   0.99992997  x   0.99960113  =   0.99953113
 FG1807
 FG1807:                Primary Azimuth Mark                     Grid Az
 FG1807:SPC AR N     -  LONDON                                   214 37 54.7
 FG1807:UTM  15      -  LONDON                                   214 02 59.7
 FG1807
 FG1807_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV9044233331(NAD 83)
 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
 FG1807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1807.See file dsdata.pdf to determine how the superseded data were derived.
 FG1807
 FG1807_MARKER: DS = TRIANGULATION STATION DISK
 FG1807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1807_STAMPING: LADD 1954
 FG1807_MARK LOGO: CGS
 FG1807_PROJECTION: PROJECTING 8 CENTIMETERS
 FG1807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1807+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1887 ***********************************************************************
 FF1887  DESIGNATION -  LAFFERTY
 FF1887  PID         -  FF1887
 FF1887  STATE/COUNTY-  AR/IZARD
 FF1887  COUNTRY     -  US
 FF1887  USGS QUAD   -  MOUNT PLEASANT (2017)
 FF1887
 FF1887                         *CURRENT SURVEY CONTROL
 FF1887  ______________________________________________________________________
 FF1887* NAD 83(1997) POSITION- 35 54 26.80941(N) 091 51 01.35085(W)   ADJUSTED
 FF1887* NAVD 88 ORTHO HEIGHT -   259.    (meters)      850.    (feet) SCALED
 FF1887  ______________________________________________________________________
 FF1887  GEOID HEIGHT    -        -27.705 (meters)                     GEOID18
 FF1887  LAPLACE CORR    -         -0.46  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1887.GEOID18 height accuracy estimate available here.
 FF1887
 FF1887.Click photographs - Photos may exist for this station.
 FF1887
 FF1887.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1887
 FF1887. The following values were computed from the NAD 83(1997) position.
 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  =   0.99991549
 FF1887!UTM  15      -   0.99996368  x   0.99973260  =   0.99969629
 FF1887
 FF1887:                Primary Azimuth Mark                     Grid Az
 FF1887:SPC AR N     -  LAFFERTY AZ MK                           190 56 39.8
 FF1887:UTM  15      -  LAFFERTY AZ MK                           190 21 25.8
 FF1887
 FF1887_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV0373674293(NAD 83)
 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
 FF1887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1887.See file dsdata.pdf to determine how the superseded data were derived.
 FF1887
 FF1887_MARKER: DS = TRIANGULATION STATION DISK
 FF1887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1887_STAMPING: LAFFERTY 1954
 FF1887_MARK LOGO: CGS
 FF1887_PROJECTION: FLUSH
 FF1887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1887+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2867 ***********************************************************************
 EH2867  DESIGNATION -  LAGRANGE RAD STA KBJ 62 MAST
 EH2867  PID         -  EH2867
 EH2867  STATE/COUNTY-  AR/LEE
 EH2867  COUNTRY     -  US
 EH2867  USGS QUAD   -  RONDO (2017)
 EH2867
 EH2867                         *CURRENT SURVEY CONTROL
 EH2867  ______________________________________________________________________
 EH2867* NAD 83(1997) POSITION- 34 40 38.92163(N) 090 46 00.39669(W)   ADJUSTED
 EH2867  ______________________________________________________________________
 EH2867  GEOID HEIGHT    -        -26.890 (meters)                     GEOID18
 EH2867  LAPLACE CORR    -         -0.81  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2867.GEOID18 height accuracy estimate available here.
 EH2867
 EH2867.Click photographs - Photos may exist for this station.
 EH2867
 EH2867.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2867
 EH2867. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU0460039546(NAD 83)
 EH2867
 EH2867                          SUPERSEDED SURVEY CONTROL
 EH2867
 EH2867  NAD 83(1995)-  34 40 38.92466(N)    090 46 00.39470(W) AD(       ) 3
 EH2867  NAD 83(1993)-  34 40 38.92529(N)    090 46 00.39433(W) AD(       ) 3
 EH2867  NAD 83(1986)-  34 40 38.92902(N)    090 46 00.39433(W) AD(       ) 3
 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
 EH2867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2867.See file dsdata.pdf to determine how the superseded data were derived.
 EH2867
 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 = MARCH 20, 2026 22:17:28 EDT
 DK2141 ***********************************************************************
 DK2141  HT_MOD      -  This is a Height Modernization Survey Station.
 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  COUNTRY     -  US
 DK2141  USGS QUAD   -  LAKE VILLAGE (2017)
 DK2141
 DK2141                         *CURRENT SURVEY CONTROL
 DK2141  ______________________________________________________________________
 DK2141* NAD 83(2011) POSITION- 33 20 26.61521(N) 091 19 00.88623(W)   ADJUSTED
 DK2141* NAD 83(2011) ELLIP HT-    11.427 (meters)        (06/27/12)   ADJUSTED
 DK2141* NAD 83(2011) EPOCH   -  2010.00
 DK2141* NAVD 88 ORTHO HEIGHT -    37.57  (meters)      123.3   (feet) GPS OBS
 DK2141  ______________________________________________________________________
 DK2141  GEOID HEIGHT    -        -26.160 (meters)                     GEOID18
 DK2141  NAD 83(2011) X  -   -122,583.948 (meters)                     COMP
 DK2141  NAD 83(2011) Y  - -5,332,399.966 (meters)                     COMP
 DK2141  NAD 83(2011) Z  -  3,485,596.157 (meters)                     COMP
 DK2141  LAPLACE CORR    -         -1.82  (seconds)                    DEFLEC18
 DK2141
 DK2141  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK2141  Standards:
 DK2141         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK2141            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK2141  -------------------------------------------------------------------
 DK2141  NETWORK    0.45   0.88           0.18   0.19   0.45     -0.01735948
 DK2141  -------------------------------------------------------------------
 DK2141  Click here for local accuracies and other accuracy information.
 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 June 2012.
 DK2141
 DK2141.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK2141.been affixed to the stable North American tectonic plate. See 
 DK2141.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK2141
 DK2141.The horizontal coordinates are valid at the epoch date displayed above
 DK2141.which is a decimal equivalence of Year/Month/Day.
 DK2141
 DK2141.The orthometric height was determined by GPS observations and a
 DK2141.high-resolution geoid model.
 DK2141
 DK2141.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK2141.GEOID18 height accuracy estimate available here.
 DK2141
 DK2141.Click photographs - Photos may exist for this station.
 DK2141
 DK2141.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK2141
 DK2141.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK2141
 DK2141.The ellipsoidal height was determined by GPS observations
 DK2141.and is referenced to NAD 83.
 DK2141
 DK2141. The following values were computed from the NAD 83(2011) position.
 DK2141
 DK2141;                    North         East     Units Scale Factor Converg.
 DK2141;SPC AR S     -   474,974.759   463,589.164   MT  0.99999122   +0 22 56.3
 DK2141;SPC AR S     - 1,558,313.02  1,520,958.78   sFT  0.99999122   +0 22 56.3
 DK2141;UTM  15      - 3,690,325.568   656,628.869   MT  0.99990247   +0 55 30.9
 DK2141
 DK2141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK2141!SPC AR S     -   0.99999821  x   0.99999122  =   0.99998943
 DK2141!UTM  15      -   0.99999821  x   0.99990247  =   0.99990068
 DK2141
 DK2141_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS5662890325(NAD 83)
 DK2141
 DK2141                          SUPERSEDED SURVEY CONTROL
 DK2141
 DK2141  NAD 83(2007)-  33 20 26.61516(N)    091 19 00.88709(W) AD(2002.00) 0
 DK2141  ELLIP H (02/10/07)   11.449  (m)                       GP(2002.00)    
 DK2141  ELLIP H (09/21/01)   11.436  (m)                       GP(       ) 4 2
 DK2141  NAD 83(1997)-  33 20 26.61498(N)    091 19 00.88669(W) AD(       ) B
 DK2141  ELLIP H (09/19/97)   11.475  (m)                       GP(       ) 4 1
 DK2141  NAD 83(1993)-  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  NAVD 88 (09/19/97)   37.62   (m)  GEOID96  model used  GPS OBS        
 DK2141  NGVD 29 (11/13/90)   37.54   (m)  RAPSU86  model used  GPS OBS        
 DK2141
 DK2141.Superseded values are not recommended for survey control.
 DK2141
 DK2141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2141.See file dsdata.pdf to determine how the superseded data were derived.
 DK2141
 DK2141_MARKER: DH = HORIZONTAL CONTROL DISK
 DK2141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2141_STAMPING: LAKE 1986
 DK2141_MARK LOGO: NGS
 DK2141_PROJECTION: FLUSH
 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 - February 08, 2024
 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  HISTORY     - 20150228 GOOD             ARHD
 DK2141  HISTORY     - 20170808 MARK NOT FOUND   ARHD
 DK2141  HISTORY     - 20240208 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 DEPARTMENT OF TRANSPORTATION 2004 (VJB)
 DK2141'RECOVERED AS DESCRIBED
 DK2141
 DK2141                          STATION RECOVERY (2015)
 DK2141
 DK2141'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (VJB)
 DK2141'RECOVERED IN GOOD CONDITION.
 DK2141
 DK2141                          STATION RECOVERY (2017)
 DK2141
 DK2141'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2017 (JDH)
 DK2141'THE AIRPLANE TURN AROUND IS NOT THERE ANYMORE.
 DK2141
 DK2141                          STATION RECOVERY (2024)
 DK2141
 DK2141'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (JDH)
 DK2141'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DS1597 ***********************************************************************
 DS1597  HT_MOD      -  This is a Height Modernization Survey Station.
 DS1597  DESIGNATION -  LAKE 2
 DS1597  PID         -  DS1597
 DS1597  STATE/COUNTY-  AR/CHICOT
 DS1597  COUNTRY     -  US
 DS1597  USGS QUAD   -  LAKE VILLAGE (2017)
 DS1597
 DS1597                         *CURRENT SURVEY CONTROL
 DS1597  ______________________________________________________________________
 DS1597* NAD 83(2011) POSITION- 33 21 00.64832(N) 091 18 50.73176(W)   ADJUSTED
 DS1597* NAD 83(2011) ELLIP HT-    11.369 (meters)        (03/28/24)   ADJUSTED
 DS1597* NAD 83(2011) EPOCH   -  2010.00
 DS1597* NAVD 88 ORTHO HEIGHT -    37.53  (meters)      123.1   (feet) GPS OBS
 DS1597  ______________________________________________________________________
 DS1597  GEOID HEIGHT    -        -26.177 (meters)                     GEOID18
 DS1597  NAD 83(2011) X  -   -122,308.214 (meters)                     COMP
 DS1597  NAD 83(2011) Y  - -5,331,829.746 (meters)                     COMP
 DS1597  NAD 83(2011) Z  -  3,486,472.022 (meters)                     COMP
 DS1597  LAPLACE CORR    -         -1.92  (seconds)                    DEFLEC18
 DS1597
 DS1597  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS1597  Standards:
 DS1597         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS1597            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS1597  -------------------------------------------------------------------
 DS1597  NETWORK    0.48   0.92           0.19   0.20   0.47     -0.02123110
 DS1597  -------------------------------------------------------------------
 DS1597  Click here for local accuracies and other accuracy information.
 DS1597
 DS1597.The horizontal coordinates were established by GPS observations
 DS1597.and adjusted by the ARKANSAS DEPT OF TRANS in March 2024.
 DS1597
 DS1597.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS1597.been affixed to the stable North American tectonic plate. See 
 DS1597.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS1597
 DS1597.The horizontal coordinates are valid at the epoch date displayed above
 DS1597.which is a decimal equivalence of Year/Month/Day.
 DS1597
 DS1597.The orthometric height was determined by GPS observations and a
 DS1597.high-resolution geoid model using precise GPS observation and
 DS1597.processing techniques.
 DS1597
 DS1597.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS1597.GEOID18 height accuracy estimate available here.
 DS1597
 DS1597.Click photographs - Photos may exist for this station.
 DS1597
 DS1597.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS1597
 DS1597.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS1597
 DS1597.The ellipsoidal height was determined by GPS observations
 DS1597.and is referenced to NAD 83.
 DS1597
 DS1597. The following values were computed from the NAD 83(2011) position.
 DS1597
 DS1597;                    North         East     Units Scale Factor Converg.
 DS1597;SPC AR S     -   476,024.991   463,844.715   MT  0.99998925   +0 23 02.0
 DS1597;SPC AR S     - 1,561,758.66  1,521,797.20   sFT  0.99998925   +0 23 02.0
 DS1597;UTM  15      - 3,691,378.082   656,874.434   MT  0.99990342   +0 55 37.3
 DS1597
 DS1597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1597!SPC AR S     -   0.99999822  x   0.99998925  =   0.99998747
 DS1597!UTM  15      -   0.99999822  x   0.99990342  =   0.99990164
 DS1597
 DS1597_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS5687491378(NAD 83)
 DS1597
 DS1597                          SUPERSEDED SURVEY CONTROL
 DS1597
 DS1597.No superseded survey control is available for this station.
 DS1597
 DS1597_MARKER: DH = HORIZONTAL CONTROL DISK
 DS1597_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DS1597_SP_SET: CONCRETE SIGN BASE
 DS1597_STAMPING: LAKE 2 2024
 DS1597_MARK LOGO: ARHD
 DS1597_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS1597_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS1597_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS1597+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2024
 DS1597
 DS1597  HISTORY     - Date     Condition        Report By
 DS1597  HISTORY     - 20240208 MONUMENTED       ARHD
 DS1597
 DS1597                          STATION DESCRIPTION
 DS1597
 DS1597'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (JDH)
 DS1597'THE MARK IS LOCATED ABOUT 6.7 MI (10.8 KM) WEST-SOUTHWEST OF LUNA, 5.4
 DS1597'MI (8.7 KM) SOUTH OF MACON LAKE AND 2.4 MI (3.9 KM) NORTHWEST OF LAKE
 DS1597'VILLAGE.  OWNERSHIP--LAKE VILLAGE AIRPORT.
 DS1597'
 DS1597'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND US HIGHWAY 82,
 DS1597'HEAD NORTH ALONG HIGHWAY 65 FOR 0.50 MI (0.80 KM) TO CITY STREET
 DS1597'AIRPORT ROAD.  TURN LEFT AND HEAD WEST ALONG AIRPORT ROAD FOR 1.45 MI
 DS1597'(2.33 KM) TO CITY STREET HANGER DRIVE.  TURN RIGHT AND HEAD NORTH
 DS1597'ALONG HANGER DRIVE FOR 0.85 MI (1.37 KM) O THE STATION ON THE LEFT.
 DS1597'
 DS1597'IT IS AN ALUMINUM CAP SET IN A 4X6' SIGN BASE, 104 FT (31.7 M)
 DS1597'NORTHWEST OF THE WEST EDGE OF THE TAXI WAY, 83 FT (25.3 M) SOUTHEAST
 DS1597'OF THE EAST EDGE OF THE RUNWAY, 21 FT (6.4 M) SOUTHEAST OF ANOTHER 4X6
 DS1597'FT (1.2 M) CONCRETE SIGN BASE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK2142 ***********************************************************************
 DK2142  DESIGNATION -  LAKE AZ MK
 DK2142  PID         -  DK2142
 DK2142  STATE/COUNTY-  AR/CHICOT
 DK2142  COUNTRY     -  US
 DK2142  USGS QUAD   -  LAKE VILLAGE (2017)
 DK2142
 DK2142                         *CURRENT SURVEY CONTROL
 DK2142  ______________________________________________________________________
 DK2142* NAD 83(1997) POSITION- 33 20 56.06296(N) 091 18 52.11127(W)   ADJUSTED
 DK2142* NAD 83(1997) ELLIP HT-    10.717 (meters)        (09/24/01)   ADJUSTED
 DK2142* NAVD 88 ORTHO HEIGHT -    36.9   (meters)      121.    (feet) VERTCON3
 DK2142  ______________________________________________________________________
 DK2142  GEOID HEIGHT    -        -26.174 (meters)                     GEOID18
 DK2142  NAD 83(1997) X  -   -122,345.642 (meters)                     COMP
 DK2142  NAD 83(1997) Y  - -5,331,906.025 (meters)                     COMP
 DK2142  NAD 83(1997) Z  -  3,486,353.657 (meters)                     COMP
 DK2142  LAPLACE CORR    -         -1.90  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK2142.GEOID18 height accuracy estimate available here.
 DK2142
 DK2142.Click photographs - Photos may exist for this station.
 DK2142
 DK2142.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK2142
 DK2142.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK2142
 DK2142.The ellipsoidal height was determined by GPS observations
 DK2142.and is referenced to NAD 83.
 DK2142
 DK2142. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS5684191236(NAD 83)
 DK2142
 DK2142                          SUPERSEDED SURVEY CONTROL
 DK2142
 DK2142  ELLIP H (09/14/99)   10.756  (m)                       GP(       ) 4 1
 DK2142  NAD 83(1993)-  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)  RAPSU86  model used  GPS OBS        
 DK2142
 DK2142.Superseded values are not recommended for survey control.
 DK2142
 DK2142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2142.See file dsdata.pdf to determine how the superseded data were derived.
 DK2142
 DK2142_MARKER: DZ = AZIMUTH MARK DISK
 DK2142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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  HISTORY     - 20240208 MARK NOT FOUND   ARHD
 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.
 DK2142
 DK2142                          STATION RECOVERY (2024)
 DK2142
 DK2142'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (JH)
 DK2142'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0146 ***********************************************************************
 DL0146  DESIGNATION -  LAKE BOLT
 DL0146  PID         -  DL0146
 DL0146  STATE/COUNTY-  AR/UNION
 DL0146  COUNTRY     -  US
 DL0146  USGS QUAD   -  FELSENTHAL DAM (2017)
 DL0146
 DL0146                         *CURRENT SURVEY CONTROL
 DL0146  ______________________________________________________________________
 DL0146* NAD 83(1986) POSITION- 33 02 42.     (N) 092 06 58.     (W)   SCALED
 DL0146* NAVD 88 ORTHO HEIGHT -    18.11  (+/-2cm)       59.4   (feet) VERTCON3
 DL0146  ______________________________________________________________________
 DL0146  GEOID HEIGHT    -        -26.061 (meters)                     GEOID18
 DL0146  VERT ORDER      -  ? (See Below)
 DL0146
 DL0146.The horizontal coordinates were scaled from a 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
 DL0146.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0146.GEOID18 height accuracy estimate available here.
 DL0146
 DL0146.The vertical order pertains to the NGVD 29 superseded value.
 DL0146
 DL0146.Click photographs - Photos may exist for this station.
 DL0146
 DL0146;                    North         East    Units  Estimated Accuracy
 DL0146;SPC AR S     -   441,970.      389,150.      MT  (+/- 180 meters Scaled)
 DL0146
 DL0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS825566(NAD 83)
 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
 DL0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0146.See file dsdata.pdf to determine how the superseded data were derived.
 DL0146
 DL0146_MARKER: B = BOLT
 DL0146_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL0146_SP_SET: UNDERGROUND STONE
 DL0146_PROJECTION: RECESSED 91 CENTIMETERS
 DL0146_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0146
 DL0146  HISTORY     - Date     Condition        Report By
 DL0146  HISTORY     - UNK      MONUMENTED       USACE
 DL0146  HISTORY     - 1934     GOOD             CGS
 DL0146  HISTORY     - 1977     MARK NOT FOUND   USGS
 DL0146
 DL0146                          STATION DESCRIPTION
 DL0146
 DL0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 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 = MARCH 20, 2026 22:17:28 EDT
 EH3008 ***********************************************************************
 EH3008  DESIGNATION -  LAKE DICK FARM INC WATER TANK
 EH3008  PID         -  EH3008
 EH3008  STATE/COUNTY-  AR/JEFFERSON
 EH3008  COUNTRY     -  US
 EH3008  USGS QUAD   -  MOSCOW (2017)
 EH3008
 EH3008                         *CURRENT SURVEY CONTROL
 EH3008  ______________________________________________________________________
 EH3008* NAD 83(1997) POSITION- 34 14 59.07239(N) 091 50 25.95264(W)   ADJUSTED
 EH3008  ______________________________________________________________________
 EH3008  GEOID HEIGHT    -        -26.052 (meters)                     GEOID18
 EH3008  LAPLACE CORR    -         -0.56  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH3008.GEOID18 height accuracy estimate available here.
 EH3008
 EH3008.Click photographs - Photos may exist for this station.
 EH3008
 EH3008.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH3008
 EH3008. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT0676190455(NAD 83)
 EH3008
 EH3008                          SUPERSEDED SURVEY CONTROL
 EH3008
 EH3008  NAD 83(1986)-  34 14 59.08051(N)    091 50 25.94606(W) AD(       ) 3
 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
 EH3008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3008.See file dsdata.pdf to determine how the superseded data were derived.
 EH3008
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2942 ***********************************************************************
 EH2942  DESIGNATION -  LAKE POINT
 EH2942  PID         -  EH2942
 EH2942  STATE/COUNTY-  AR/PHILLIPS
 EH2942  COUNTRY     -  US
 EH2942  USGS QUAD   -  INDIAN BAY SE (2017)
 EH2942
 EH2942                         *CURRENT SURVEY CONTROL
 EH2942  ______________________________________________________________________
 EH2942* NAD 83(1997) POSITION- 34 18 43.03150(N) 091 02 59.36607(W)   ADJUSTED
 EH2942* NAVD 88 ORTHO HEIGHT -    54.25  (+/-2cm)      178.0   (feet) VERTCON3
 EH2942  ______________________________________________________________________
 EH2942  GEOID HEIGHT    -        -26.731 (meters)                     GEOID18
 EH2942  LAPLACE CORR    -         -1.51  (seconds)                    DEFLEC18
 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
 EH2942.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2942.GEOID18 height accuracy estimate available here.
 EH2942
 EH2942.The vertical order pertains to the NGVD 29 superseded value.
 EH2942
 EH2942.Click photographs - Photos may exist for this station.
 EH2942
 EH2942.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2942
 EH2942. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999568  x   0.99993016  =   0.99992584
 EH2942!UTM  15      -   0.99999568  x   0.99999694  =   0.99999262
 EH2942
 EH2942:                Primary Azimuth Mark                     Grid Az
 EH2942:SPC AR S     -  LAKE POINT AZ MK                         046 11 22.4
 EH2942:UTM  15      -  LAKE POINT AZ MK                         045 37 18.3
 EH2942
 EH2942_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT7944698467(NAD 83)
 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(1993)-  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              54.27   (m)          178.1    (f) LEVELING    3  
 EH2942
 EH2942.Superseded values are not recommended for survey control.
 EH2942
 EH2942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2942.See file dsdata.pdf to determine how the superseded data were derived.
 EH2942
 EH2942_MARKER: DS = TRIANGULATION STATION DISK
 EH2942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2942_STAMPING: LAKE POINT 1965
 EH2942_MARK LOGO: CGS
 EH2942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2942+STABILITY: SURFACE MOTION
 EH2942_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2942+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2007
 EH2942
 EH2942  HISTORY     - Date     Condition        Report By
 EH2942  HISTORY     - 1965     MONUMENTED       CGS
 EH2942  HISTORY     - 20070831 GOOD             USACE
 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.
 EH2942
 EH2942                          STATION RECOVERY (2007)
 EH2942
 EH2942'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2007 (POP)
 EH2942'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK2064 ***********************************************************************
 DK2064  DESIGNATION -  LAKE VILLAGE WATER TANK
 DK2064  PID         -  DK2064
 DK2064  STATE/COUNTY-  AR/CHICOT
 DK2064  COUNTRY     -  US
 DK2064  USGS QUAD   -  LAKE VILLAGE (2017)
 DK2064
 DK2064                         *CURRENT SURVEY CONTROL
 DK2064  ______________________________________________________________________
 DK2064* NAD 83(1997) POSITION- 33 20 21.22704(N) 091 16 43.39507(W)   ADJUSTED
 DK2064  ______________________________________________________________________
 DK2064  GEOID HEIGHT    -        -26.207 (meters)                     GEOID18
 DK2064  LAPLACE CORR    -         -1.93  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK2064.GEOID18 height accuracy estimate available here.
 DK2064
 DK2064.Click photographs - Photos may exist for this station.
 DK2064
 DK2064.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK2064
 DK2064. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS6018690217(NAD 83)
 DK2064
 DK2064                          SUPERSEDED SURVEY CONTROL
 DK2064
 DK2064  NAD 83(1993)-  33 20 21.22715(N)    091 16 43.39493(W) AD(       ) 3
 DK2064  NAD 83(1986)-  33 20 21.23649(N)    091 16 43.38792(W) AD(       ) 3
 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
 DK2064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2064.See file dsdata.pdf to determine how the superseded data were derived.
 DK2064
 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 = MARCH 20, 2026 22:17:28 EDT
 DK1122 ***********************************************************************
 DK1122  DESIGNATION -  LAKEPORT CAP
 DK1122  PID         -  DK1122
 DK1122  STATE/COUNTY-  AR/CHICOT
 DK1122  COUNTRY     -  US
 DK1122  USGS QUAD   -  AVON (2018)
 DK1122
 DK1122                         *CURRENT SURVEY CONTROL
 DK1122  ______________________________________________________________________
 DK1122* NAD 83(1986) POSITION- 33 13 39.     (N) 091 07 26.     (W)   SCALED
 DK1122* NAVD 88 ORTHO HEIGHT -    38.25  (+/-2cm)      125.5   (feet) VERTCON3
 DK1122  ______________________________________________________________________
 DK1122  GEOID HEIGHT    -        -26.263 (meters)                     GEOID18
 DK1122  VERT ORDER      -  ? (See Below)
 DK1122
 DK1122.The horizontal coordinates were scaled from a 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
 DK1122.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1122.GEOID18 height accuracy estimate available here.
 DK1122
 DK1122.The vertical order pertains to the NGVD 29 superseded value.
 DK1122
 DK1122.Click photographs - Photos may exist for this station.
 DK1122
 DK1122;                    North         East    Units  Estimated Accuracy
 DK1122;SPC AR S     -   462,550.      481,670.      MT  (+/- 180 meters Scaled)
 DK1122
 DK1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS748780(NAD 83)
 DK1122
 DK1122                          SUPERSEDED SURVEY CONTROL
 DK1122
 DK1122  USVN        -  33 13 37.43000(N)    091 07 31.09000(W) AD(       ) 3
 DK1122  NGVD 29 (11/26/84)   38.303  (m)          125.67   (f) ADJUSTED       
 DK1122
 DK1122.Superseded values are not recommended for survey control.
 DK1122
 DK1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1122.See file dsdata.pdf to determine how the superseded data were derived.
 DK1122
 DK1122_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1122_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1122_MARK LOGO: USACE
 DK1122_PROJECTION: PROJECTING 30 CENTIMETERS
 DK1122_MAGNETIC: P = MARKER IS A STEEL PIPE
 DK1122_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1122
 DK1122  HISTORY     - Date     Condition        Report By
 DK1122  HISTORY     - UNK      MONUMENTED       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1864 ***********************************************************************
 FG1864  DESIGNATION -  LAMAR
 FG1864  PID         -  FG1864
 FG1864  STATE/COUNTY-  AR/JOHNSON
 FG1864  COUNTRY     -  US
 FG1864  USGS QUAD   -  CLARKSVILLE (2017)
 FG1864
 FG1864                         *CURRENT SURVEY CONTROL
 FG1864  ______________________________________________________________________
 FG1864* NAD 83(1997) POSITION- 35 27 43.29854(N) 093 23 19.57949(W)   ADJUSTED
 FG1864* NAVD 88 ORTHO HEIGHT -   222.8   (meters)      731.    (feet) VERTCON3
 FG1864  ______________________________________________________________________
 FG1864  GEOID HEIGHT    -        -29.107 (meters)                     GEOID18
 FG1864  LAPLACE CORR    -          0.71  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1864.GEOID18 height accuracy estimate available here.
 FG1864
 FG1864.Click photographs - Photos may exist for this station.
 FG1864
 FG1864.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1864
 FG1864. The following values were computed from the NAD 83(1997) position.
 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     -   0.99996960  x   0.99993820  =   0.99990780
 FG1864!UTM  15      -   0.99996960  x   0.99961533  =   0.99958494
 FG1864
 FG1864:                Primary Azimuth Mark                     Grid Az
 FG1864:SPC AR N     -  KNOXVILLE                                180 35 44.5
 FG1864:UTM  15      -  KNOXVILLE                                180 00 47.2
 FG1864
 FG1864_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV6472424351(NAD 83)
 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(1993)-  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
 FG1864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1864.See file dsdata.pdf to determine how the superseded data were derived.
 FG1864
 FG1864_MARKER: DS = TRIANGULATION STATION DISK
 FG1864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1864_STAMPING: LAMAR 1940
 FG1864_MARK LOGO: CGS
 FG1864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1864+STABILITY: SURFACE MOTION
 FG1864
 FG1864  HISTORY     - Date     Condition        Report By
 FG1864  HISTORY     - 1940     MONUMENTED       CGS
 FG1864  HISTORY     - 1967     GOOD             CGS
 FG1864  HISTORY     - 20140930 MARK NOT FOUND   ARHD
 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.
 FG1864
 FG1864                          STATION RECOVERY (2014)
 FG1864
 FG1864'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (VJB)
 FG1864'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1452 ***********************************************************************
 FF1452  DESIGNATION -  LAMB
 FF1452  PID         -  FF1452
 FF1452  STATE/COUNTY-  AR/WHITE
 FF1452  COUNTRY     -  US
 FF1452  USGS QUAD   -  MCRAE (2017)
 FF1452
 FF1452                         *CURRENT SURVEY CONTROL
 FF1452  ______________________________________________________________________
 FF1452* NAD 83(1986) POSITION- 35 06 49.89   (N) 091 49 17.70   (W)   HD_HELD1
 FF1452* NAVD 88 ORTHO HEIGHT -    70.93  (+/-2cm)      232.7   (feet) VERTCON3
 FF1452  ______________________________________________________________________
 FF1452  GEOID HEIGHT    -        -27.334 (meters)                     GEOID18
 FF1452  VERT ORDER      -  ? (See Below)
 FF1452
 FF1452.The horizontal coordinates were determined by differentially corrected
 FF1452.hand held GPS observations or other comparable positioning techniques
 FF1452.and have an estimated accuracy of +/- 3 meters.
 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
 FF1452.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1452.GEOID18 height accuracy estimate available here.
 FF1452
 FF1452.The vertical order pertains to the NGVD 29 superseded value.
 FF1452
 FF1452.Click photographs - Photos may exist for this station.
 FF1452
 FF1452;                    North         East    Units  Estimated Accuracy
 FF1452;SPC AR N     -    86,607.5     416,264.2     MT  (+/- 3 meters HH1 GPS) 
 FF1452
 FF1452_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU0738586304(NAD 83)
 FF1452
 FF1452                          SUPERSEDED SURVEY CONTROL
 FF1452
 FF1452  NGVD 29 (11/26/84)   70.908  (m)          232.64   (f) ADJUSTED       
 FF1452
 FF1452.Superseded values are not recommended for survey control.
 FF1452
 FF1452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1452.See file dsdata.pdf to determine how the superseded data were derived.
 FF1452
 FF1452_MARKER: DD = SURVEY DISK
 FF1452_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF1452_STAMPING: LAMB 1934
 FF1452_MARK LOGO: CGS+SS
 FF1452_PROJECTION: RECESSED 6 CENTIMETERS
 FF1452_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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, 78.3 FEET NORTHEAST OF THE NORTH CORNER OF THE MISSOURI
 FF1452'PACIFIC RAILROAD STATION, 34.8 FEET NORTHWEST OF A 28 INCH OAK TREE,
 FF1452'13.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK, SET IN
 FF1452'THE TOP OF A CONCRETE POST WHICH IS 0.2 FOOT BELOW THE TOP OF THE
 FF1452'GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH2818 ***********************************************************************
 EH2818  DESIGNATION -  LAMBROOK
 EH2818  PID         -  EH2818
 EH2818  STATE/COUNTY-  AR/PHILLIPS
 EH2818  COUNTRY     -  US
 EH2818  USGS QUAD   -  LAMBROOK (2017)
 EH2818
 EH2818                         *CURRENT SURVEY CONTROL
 EH2818  ______________________________________________________________________
 EH2818* NAD 83(1997) POSITION- 34 19 17.83772(N) 090 57 03.77683(W)   ADJUSTED
 EH2818* NAVD 88 ORTHO HEIGHT -    48.    (meters)      157.    (feet) SCALED
 EH2818  ______________________________________________________________________
 EH2818  GEOID HEIGHT    -        -26.828 (meters)                     GEOID18
 EH2818  LAPLACE CORR    -         -1.09  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2818.GEOID18 height accuracy estimate available here.
 EH2818
 EH2818.Click photographs - Photos may exist for this station.
 EH2818
 EH2818.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2818
 EH2818. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999668  x   0.99993099  =   0.99992767
 EH2818!SPC MS W     -   0.99999668  x   0.99998982  =   0.99998650
 EH2818!UTM  15      -   0.99999668  x   1.00003807  =   1.00003475
 EH2818
 EH2818:                Primary Azimuth Mark                     Grid Az
 EH2818:SPC AR S     -  LAMBROOK AZ MK                           229 57 21.1
 EH2818:SPC MS W     -  LAMBROOK AZ MK                           230 53 28.5
 EH2818:UTM  15      -  LAMBROOK AZ MK                           229 23 14.4
 EH2818
 EH2818_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT8851499718(NAD 83)
 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(1993)-  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
 EH2818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2818.See file dsdata.pdf to determine how the superseded data were derived.
 EH2818
 EH2818_MARKER: DS = TRIANGULATION STATION DISK
 EH2818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2818_STAMPING: LAMBROOK 1965
 EH2818_MARK LOGO: CGS
 EH2818_PROJECTION: FLUSH
 EH2818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2818+STABILITY: SURFACE MOTION
 EH2818
 EH2818  HISTORY     - Date     Condition        Report By
 EH2818  HISTORY     - 1965     MONUMENTED       CGS
 EH2818  HISTORY     - 20050412 MARK NOT FOUND   USACE
 EH2818
 EH2818                          STATION DESCRIPTION
 EH2818
 EH2818'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAT)
 EH2818'STATION IS ABOUT 6 MILES WEST OF ELAINE, 1-1/2 MILES SOUTHEAST OF
 EH2818'LAMBROOK, NEAR THE NORTHEAST CORNER OF THE NORTHWEST 1/4 OF SECTION
 EH2818'30, T3S, R2E, AND ON HIGHWAY RIGHT-OF-WAY PROPERTY.
 EH2818'
 EH2818'TO REACH THE STATION FROM JUNCTION OF STATE HIGHWAYS 44, 85 AND 20 IN
 EH2818'ELAINE, GO WEST ON STATE HIGHWAY 20 FOR 3.05 MILES TO A CHURCH ON THE
 EH2818'RIGHT.  CONTINUE WEST ON STATE HIGHWAY 20 FOR 3.0 MILES TO WHERE THE
 EH2818'HIGHWAY CURVES TO THE RIGHT.  TURN RIGHT AND GO NORTHWEST ON HIGHWAY
 EH2818'20 FOR 0.05 MILE TO THE STATION ON THE RIGHT.
 EH2818'
 EH2818'STATION MARKS ARE STANDARD DISKS STAMPED LAMBROOK 1965.  THE SURFACE
 EH2818'DISK IS SET IN A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 EH2818'SURFACE OF THE GROUND.  IT IS 124 FEET WEST OF A POWER POLE, 58 FEET
 EH2818'NORTHWEST OF THE NORTH END OF A CORRUGATED CULVERT, 46 FEET NORTHEAST
 EH2818'OF THE CENTERLINE OF STATE HIGHWAY 20, 36 FEET SOUTHWEST OF A FENCE
 EH2818'CORNER, AND 17 FEET SOUTHWEST OF THE CENTERLINE OF OLD STATE HIGHWAY
 EH2818'20.
 EH2818'
 EH2818'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES
 EH2818'BELOW THE SURFACE OF THE GROUND.
 EH2818'
 EH2818'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED LAMBROOK NO 1 1965, IS
 EH2818'SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT IS 99
 EH2818'FEET NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 20, 31 FEET WEST OF
 EH2818'THE CENTERLINE OF A DIRT ROAD, 30 FEET NORTHEAST OF THE CENTERLINE OF
 EH2818'OLD STATE HIGHWAY 20, AND 2 FEET WEST OF THE POWER POLE.
 EH2818'
 EH2818'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED LAMBROOK NO 2 1965, IS
 EH2818'SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.  IT IS 64
 EH2818'FEET NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 20, 25 FEET
 EH2818'SOUTHEAST OF THE CENTER OF A BOARD GATE, 11 FEET NORTHEAST OF THE
 EH2818'CENTERLINE OF THE OLD HIGHWAY, AND 1 FOOT SOUTHWEST OF A WIRE FENCE.
 EH2818'
 EH2818'AZIMUTH MARK, A STANDARD DISK STAMPED LAMBROOK 1965, IS SET IN A
 EH2818'SQUARE MONUMENT WHICH PROJECTS 6 INCHES.  IT IS 22 FEET WEST OF THE
 EH2818'CENTERLINE OF A GRAVELED ROAD, AND 1.5 FEET NORTH OF A POWER POLE.
 EH2818'
 EH2818'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST ON STATE
 EH2818'HIGHWAY 20 FOR 0.3 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH
 EH2818'ON A GRAVELED ROAD FOR 0.4 MILE TO THE 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1831 ***********************************************************************
 EJ1831  DESIGNATION -  LANDERS
 EJ1831  PID         -  EJ1831
 EJ1831  STATE/COUNTY-  AR/HOT SPRING
 EJ1831  COUNTRY     -  US
 EJ1831  USGS QUAD   -  POYEN (2017)
 EJ1831
 EJ1831                         *CURRENT SURVEY CONTROL
 EJ1831  ______________________________________________________________________
 EJ1831* NAD 83(1997) POSITION- 34 15 19.15094(N) 092 44 31.33925(W)   ADJUSTED
 EJ1831* NAVD 88 ORTHO HEIGHT -   154.    (meters)      505.    (feet) SCALED
 EJ1831  ______________________________________________________________________
 EJ1831  GEOID HEIGHT    -        -26.367 (meters)                     GEOID18
 EJ1831  LAPLACE CORR    -          1.60  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1831.GEOID18 height accuracy estimate available here.
 EJ1831
 EJ1831.Click photographs - Photos may exist for this station.
 EJ1831
 EJ1831.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1831
 EJ1831. The following values were computed from the NAD 83(1997) position.
 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  =   0.99958692
 EJ1831
 EJ1831:                Primary Azimuth Mark                     Grid Az
 EJ1831:SPC AR S     -  LANDERS AZ MK                            333 47 37.8
 EJ1831:UTM  15      -  LANDERS AZ MK                            333 14 00.0
 EJ1831
 EJ1831_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT2375090496(NAD 83)
 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
 EJ1831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1831.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1831
 EJ1831_MARKER: DS = TRIANGULATION STATION DISK
 EJ1831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1831_STAMPING: LANDERS 1964
 EJ1831_MARK LOGO: CGS
 EJ1831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1831+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2999 ***********************************************************************
 EH2999  DESIGNATION -  LANGFORD
 EH2999  PID         -  EH2999
 EH2999  STATE/COUNTY-  AR/JEFFERSON
 EH2999  COUNTRY     -  US
 EH2999  USGS QUAD   -  REYDELL (2017)
 EH2999
 EH2999                         *CURRENT SURVEY CONTROL
 EH2999  ______________________________________________________________________
 EH2999* NAD 83(1997) POSITION- 34 10 07.79017(N) 091 36 20.20110(W)   ADJUSTED
 EH2999* NAVD 88 ORTHO HEIGHT -    55.    (meters)      180.    (feet) SCALED
 EH2999  ______________________________________________________________________
 EH2999  GEOID HEIGHT    -        -26.081 (meters)                     GEOID18
 EH2999  LAPLACE CORR    -         -0.95  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2999.GEOID18 height accuracy estimate available here.
 EH2999
 EH2999.Click photographs - Photos may exist for this station.
 EH2999
 EH2999.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2999
 EH2999. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999547  x   0.99992121  =   0.99991668
 EH2999!UTM  15      -   0.99999547  x   0.99980360  =   0.99979907
 EH2999
 EH2999:                Primary Azimuth Mark                     Grid Az
 EH2999:SPC AR S     -  LANGFORD AZ MK                           271 19 30.1
 EH2999:UTM  15      -  LANGFORD AZ MK                           270 45 45.0
 EH2999
 EH2999_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT2851881754(NAD 83)
 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
 EH2999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2999.See file dsdata.pdf to determine how the superseded data were derived.
 EH2999
 EH2999_MARKER: DS = TRIANGULATION STATION DISK
 EH2999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2999_STAMPING: LANGFORD 1940
 EH2999_MARK LOGO: CGS
 EH2999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2999+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1845 ***********************************************************************
 EJ1845  DESIGNATION -  LANGLEY
 EJ1845  PID         -  EJ1845
 EJ1845  STATE/COUNTY-  AR/DALLAS
 EJ1845  COUNTRY     -  US
 EJ1845  USGS QUAD   -  MANNING (2017)
 EJ1845
 EJ1845                         *CURRENT SURVEY CONTROL
 EJ1845  ______________________________________________________________________
 EJ1845* NAD 83(1997) POSITION- 34 03 52.27988(N) 092 52 02.11405(W)   ADJUSTED
 EJ1845* NAVD 88 ORTHO HEIGHT -   123.    (meters)      404.    (feet) SCALED
 EJ1845  ______________________________________________________________________
 EJ1845  GEOID HEIGHT    -        -26.498 (meters)                     GEOID18
 EJ1845  LAPLACE CORR    -          2.18  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1845.GEOID18 height accuracy estimate available here.
 EJ1845
 EJ1845.Click photographs - Photos may exist for this station.
 EJ1845
 EJ1845.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1845
 EJ1845. The following values were computed from the NAD 83(1997) position.
 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     -   0.99998485  x   0.99991861  =   0.99990346
 EJ1845!UTM  15      -   0.99998485  x   0.99960185  =   0.99958671
 EJ1845
 EJ1845:                Primary Azimuth Mark                     Grid Az
 EJ1845:SPC AR S     -  LANGLEY AZ MK                            238 47 29.6
 EJ1845:UTM  15      -  LANGLEY AZ MK                            238 13 54.5
 EJ1845
 EJ1845_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT1224969318(NAD 83)
 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
 EJ1845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1845.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1845
 EJ1845_MARKER: DS = TRIANGULATION STATION DISK
 EJ1845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1845_STAMPING: LANGLEY 1941
 EJ1845_MARK LOGO: CGS
 EJ1845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1845+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2829 ***********************************************************************
 EH2829  DESIGNATION -  LANGUILLE
 EH2829  PID         -  EH2829
 EH2829  STATE/COUNTY-  AR/LEE
 EH2829  COUNTRY     -  US
 EH2829  USGS QUAD   -  SOUDAN (2017)
 EH2829
 EH2829                         *CURRENT SURVEY CONTROL
 EH2829  ______________________________________________________________________
 EH2829* NAD 83(1997) POSITION- 34 45 06.24128(N) 090 43 23.13873(W)   ADJUSTED
 EH2829* NAVD 88 ORTHO HEIGHT -   113.    (meters)      371.    (feet) SCALED
 EH2829  ______________________________________________________________________
 EH2829  GEOID HEIGHT    -        -26.846 (meters)                     GEOID18
 EH2829  LAPLACE CORR    -         -0.89  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2829.GEOID18 height accuracy estimate available here.
 EH2829
 EH2829.Click photographs - Photos may exist for this station.
 EH2829
 EH2829.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2829
 EH2829. The following values were computed from the NAD 83(1997) position.
 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 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     -   0.99998648  x   0.99999670  =   0.99998318
 EH2829!SPC MS W     -   0.99998648  x   0.99996569  =   0.99995217
 EH2829!UTM  15      -   0.99998648  x   1.00013541  =   1.00012189
 EH2829
 EH2829:                Primary Azimuth Mark                     Grid Az
 EH2829:SPC AR S     -  LANGUILLE AZ MK                          005 08 54.2
 EH2829:SPC MS W     -  LANGUILLE AZ MK                          006 05 06.8
 EH2829:UTM  15      -  LANGUILLE AZ MK                          004 33 52.9
 EH2829
 EH2829_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU0841647873(NAD 83)
 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(1995)-  34 45 06.24314(N)    090 43 23.13721(W) AD(       ) 1
 EH2829  NAD 83(1993)-  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
 EH2829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2829.See file dsdata.pdf to determine how the superseded data were derived.
 EH2829
 EH2829_MARKER: DS = TRIANGULATION STATION DISK
 EH2829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2829_STAMPING: LANGUILLE 1953
 EH2829_MARK LOGO: CGS
 EH2829_PROJECTION: FLUSH
 EH2829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2829+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1469 ***********************************************************************
 FF1469  DESIGNATION -  LARD
 FF1469  PID         -  FF1469
 FF1469  STATE/COUNTY-  AR/WHITE
 FF1469  COUNTRY     -  US
 FF1469  USGS QUAD   -  BEEBE (2017)
 FF1469
 FF1469                         *CURRENT SURVEY CONTROL
 FF1469  ______________________________________________________________________
 FF1469* NAD 83(1986) POSITION- 35 03 15.     (N) 091 54 13.     (W)   SCALED
 FF1469* NAVD 88 ORTHO HEIGHT -    66.43  (+/-2cm)      217.9   (feet) VERTCON3
 FF1469  ______________________________________________________________________
 FF1469  GEOID HEIGHT    -        -27.306 (meters)                     GEOID18
 FF1469  VERT ORDER      -  ? (See Below)
 FF1469
 FF1469.The horizontal coordinates were scaled from a 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
 FF1469.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1469.GEOID18 height accuracy estimate available here.
 FF1469
 FF1469.The vertical order pertains to the NGVD 29 superseded value.
 FF1469
 FF1469.Click photographs - Photos may exist for this station.
 FF1469
 FF1469;                    North         East    Units  Estimated Accuracy
 FF1469;SPC AR N     -    79,980.      408,790.      MT  (+/- 180 meters Scaled)
 FF1469
 FF1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU999795(NAD 83)
 FF1469
 FF1469                          SUPERSEDED SURVEY CONTROL
 FF1469
 FF1469  NGVD 29 (11/26/84)   66.415  (m)          217.90   (f) ADJUSTED       
 FF1469
 FF1469.Superseded values are not recommended for survey control.
 FF1469
 FF1469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1469.See file dsdata.pdf to determine how the superseded data were derived.
 FF1469
 FF1469_MARKER: DD = SURVEY DISK
 FF1469_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF1469_STAMPING: LARD 1934
 FF1469_MARK LOGO: CGS+SS
 FF1469_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0874 ***********************************************************************
 GF0874  DESIGNATION -  LARUE
 GF0874  PID         -  GF0874
 GF0874  STATE/COUNTY-  AR/BENTON
 GF0874  COUNTRY     -  US
 GF0874  USGS QUAD   -  WAR EAGLE (2017)
 GF0874
 GF0874                         *CURRENT SURVEY CONTROL
 GF0874  ______________________________________________________________________
 GF0874* NAD 83(1997) POSITION- 36 18 46.85003(N) 093 59 02.38229(W)   ADJUSTED
 GF0874* NAVD 88 ORTHO HEIGHT -   427.    (meters)     1401.    (feet) SCALED
 GF0874  ______________________________________________________________________
 GF0874  GEOID HEIGHT    -        -28.143 (meters)                     GEOID18
 GF0874  LAPLACE CORR    -          0.37  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0874.GEOID18 height accuracy estimate available here.
 GF0874
 GF0874.Click photographs - Photos may exist for this station.
 GF0874
 GF0874.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0874
 GF0874. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA1166519116(NAD 83)
 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(1993)-  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
 GF0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0874.See file dsdata.pdf to determine how the superseded data were derived.
 GF0874
 GF0874_MARKER: DS = TRIANGULATION STATION DISK
 GF0874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0874_STAMPING: LARUE 1961
 GF0874_MARK LOGO: CGS
 GF0874_PROJECTION: FLUSH
 GF0874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0874+STABILITY: SURFACE MOTION
 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  HISTORY     - 20100224 MARK NOT FOUND   AR-007
 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.
 GF0874
 GF0874                          STATION RECOVERY (2010)
 GF0874
 GF0874'RECOVERY NOTE BY BENTON COUNTY ARKANSAS 2010 (GT)
 GF0874'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL1555 ***********************************************************************
 DL1555  DESIGNATION -  LASSETER
 DL1555  PID         -  DL1555
 DL1555  STATE/COUNTY-  AR/HEMPSTEAD
 DL1555  COUNTRY     -  US
 DL1555  USGS QUAD   -  HOPE (2017)
 DL1555
 DL1555                         *CURRENT SURVEY CONTROL
 DL1555  ______________________________________________________________________
 DL1555* NAD 83(1997) POSITION- 33 38 38.44882(N) 093 33 08.19248(W)   ADJUSTED
 DL1555* NAVD 88 ORTHO HEIGHT -   141.    (meters)      463.    (feet) SCALED
 DL1555  ______________________________________________________________________
 DL1555  GEOID HEIGHT    -        -26.914 (meters)                     GEOID18
 DL1555  LAPLACE CORR    -          1.34  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1555.GEOID18 height accuracy estimate available here.
 DL1555
 DL1555.Click photographs - Photos may exist for this station.
 DL1555
 DL1555.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1555
 DL1555. The following values were computed from the NAD 83(1997) position.
 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     -  LASSETER AZ MK                           314 08 27.5
 DL1555:UTM  15      -  LASSETER AZ MK                           313 34 41.3
 DL1555
 DL1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT4878622822(NAD 83)
 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(1993)-  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
 DL1555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1555.See file dsdata.pdf to determine how the superseded data were derived.
 DL1555
 DL1555_MARKER: DS = TRIANGULATION STATION DISK
 DL1555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1555_STAMPING: LASSETER 1941
 DL1555_MARK LOGO: CGS
 DL1555_PROJECTION: FLUSH
 DL1555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1555+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DK1365 ***********************************************************************
 DK1365  DESIGNATION -  LAST
 DK1365  PID         -  DK1365
 DK1365  STATE/COUNTY-  AR/ASHLEY
 DK1365  COUNTRY     -  US
 DK1365  USGS QUAD   -  WILMOT (2017)
 DK1365
 DK1365                         *CURRENT SURVEY CONTROL
 DK1365  ______________________________________________________________________
 DK1365* NAD 83(1986) POSITION- 33 07 09.     (N) 091 31 42.     (W)   SCALED
 DK1365* NAVD 88 ORTHO HEIGHT -    34.088 (meters)      111.84  (feet) ADJUSTED
 DK1365  ______________________________________________________________________
 DK1365  GEOID HEIGHT    -        -25.873 (meters)                     GEOID18
 DK1365  DYNAMIC HEIGHT  -         34.052 (meters)      111.72  (feet) COMP
 DK1365  MODELED GRAVITY -    979,580.6   (mgal)                       NAVD 88
 DK1365
 DK1365  VERT ORDER      -  FIRST     CLASS II
 DK1365
 DK1365.The horizontal coordinates were scaled from a map and have
 DK1365.an estimated accuracy of +/- 6 seconds.
 DK1365
 DK1365.The orthometric height was determined by differential leveling and
 DK1365.adjusted by the NATIONAL GEODETIC SURVEY
 DK1365.in June 1991.
 DK1365
 DK1365.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1365.GEOID18 height accuracy estimate available here.
 DK1365
 DK1365.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS372654(NAD 83)
 DK1365
 DK1365                          SUPERSEDED SURVEY CONTROL
 DK1365
 DK1365  NGVD 29 (11/26/84)   34.192  (m)          112.18   (f) ADJUSTED    1 2
 DK1365
 DK1365.Superseded values are not recommended for survey control.
 DK1365
 DK1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1365.See file dsdata.pdf to determine how the superseded data were derived.
 DK1365
 DK1365_MARKER: P = PIPE CAP
 DK1365_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1365_MARK LOGO: USACE
 DK1365_MAGNETIC: P = MARKER IS A STEEL PIPE
 DK1365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1365
 DK1365  HISTORY     - Date     Condition        Report By
 DK1365  HISTORY     - UNK      MONUMENTED       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0854 ***********************************************************************
 GE0854  DESIGNATION -  LAURATOWN
 GE0854  PID         -  GE0854
 GE0854  STATE/COUNTY-  AR/LAWRENCE
 GE0854  COUNTRY     -  US
 GE0854  USGS QUAD   -  BLACK ROCK (2017)
 GE0854
 GE0854                         *CURRENT SURVEY CONTROL
 GE0854  ______________________________________________________________________
 GE0854* NAD 83(1997) POSITION- 36 01 12.51476(N) 091 05 04.03036(W)   ADJUSTED
 GE0854* NAVD 88 ORTHO HEIGHT -    77.    (meters)      253.    (feet) SCALED
 GE0854  ______________________________________________________________________
 GE0854  GEOID HEIGHT    -        -28.068 (meters)                     GEOID18
 GE0854  LAPLACE CORR    -          1.16  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0854.GEOID18 height accuracy estimate available here.
 GE0854
 GE0854.Click photographs - Photos may exist for this station.
 GE0854
 GE0854.The Laplace correction was computed from DEFLEC18 derived deflections.
 GE0854
 GE0854. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV7260987879(NAD 83)
 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
 GE0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0854.See file dsdata.pdf to determine how the superseded data were derived.
 GE0854
 GE0854_MARKER: DS = TRIANGULATION STATION DISK
 GE0854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0854_STAMPING: LAURATOWN 1953
 GE0854_MARK LOGO: CGS
 GE0854_PROJECTION: RECESSED 30 CENTIMETERS
 GE0854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0854+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FH0971 ***********************************************************************
 FH0971  DESIGNATION -  LAVACA
 FH0971  PID         -  FH0971
 FH0971  STATE/COUNTY-  AR/SEBASTIAN
 FH0971  COUNTRY     -  US
 FH0971  USGS QUAD   -  LAVACA (2017)
 FH0971
 FH0971                         *CURRENT SURVEY CONTROL
 FH0971  ______________________________________________________________________
 FH0971* NAD 83(1997) POSITION- 35 21 24.53054(N) 094 10 10.68624(W)   ADJUSTED
 FH0971* NAVD 88 ORTHO HEIGHT -   140.    (meters)      459.    (feet) SCALED
 FH0971  ______________________________________________________________________
 FH0971  GEOID HEIGHT    -        -29.940 (meters)                     GEOID18
 FH0971  LAPLACE CORR    -          2.21  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0971.GEOID18 height accuracy estimate available here.
 FH0971
 FH0971.Click photographs - Photos may exist for this station.
 FH0971
 FH0971.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH0971
 FH0971. The following values were computed from the NAD 83(1997) position.
 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     -  BEVERLY                                  085 39 27.9
 FH0971:UTM  15      -  BEVERLY                                  085 04 19.7
 FH0971
 FH0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9373113241(NAD 83)
 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(1993)-  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
 FH0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0971.See file dsdata.pdf to determine how the superseded data were derived.
 FH0971
 FH0971_MARKER: DS = TRIANGULATION STATION DISK
 FH0971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0971_STAMPING: LAVACA 1940
 FH0971_MARK LOGO: CGS
 FH0971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0971+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1336 ***********************************************************************
 DL1336  DESIGNATION -  LAWSON
 DL1336  PID         -  DL1336
 DL1336  STATE/COUNTY-  AR/UNION
 DL1336  COUNTRY     -  US
 DL1336  USGS QUAD   -  HARRELL BRAKE (2017)
 DL1336
 DL1336                         *CURRENT SURVEY CONTROL
 DL1336  ______________________________________________________________________
 DL1336* NAD 83(1997) POSITION- 33 15 32.82107(N) 092 25 15.04182(W)   ADJUSTED
 DL1336* NAVD 88 ORTHO HEIGHT -    75.    (meters)      246.    (feet) SCALED
 DL1336  ______________________________________________________________________
 DL1336  GEOID HEIGHT    -        -26.243 (meters)                     GEOID18
 DL1336  LAPLACE CORR    -          0.34  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1336.GEOID18 height accuracy estimate available here.
 DL1336
 DL1336.Click photographs - Photos may exist for this station.
 DL1336
 DL1336.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1336
 DL1336. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999235  x   1.00000932  =   1.00000167
 DL1336!UTM  15      -   0.99999235  x   0.99963588  =   0.99962824
 DL1336
 DL1336:                Primary Azimuth Mark                     Grid Az
 DL1336:SPC AR S     -  BEND                                     175 33 52.6
 DL1336:UTM  15      -  BEND                                     175 00 41.1
 DL1336
 DL1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS5394380162(NAD 83)
 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(1993)-  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
 DL1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1336.See file dsdata.pdf to determine how the superseded data were derived.
 DL1336
 DL1336_MARKER: DS = TRIANGULATION STATION DISK
 DL1336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1336_STAMPING: LAWSON 1952
 DL1336_MARK LOGO: CGS
 DL1336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1336+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0864 ***********************************************************************
 GF0864  DESIGNATION -  LAWSON
 GF0864  PID         -  GF0864
 GF0864  STATE/COUNTY-  AR/MADISON
 GF0864  COUNTRY     -  US
 GF0864  USGS QUAD   -  HARTWELL (2017)
 GF0864
 GF0864                         *CURRENT SURVEY CONTROL
 GF0864  ______________________________________________________________________
 GF0864* NAD 83(1997) POSITION- 36 06 37.34674(N) 093 48 43.79041(W)   ADJUSTED
 GF0864* NAVD 88 ORTHO HEIGHT -   511.1   (meters)     1677.    (feet) VERTCON3
 GF0864  ______________________________________________________________________
 GF0864  GEOID HEIGHT    -        -27.992 (meters)                     GEOID18
 GF0864  LAPLACE CORR    -          0.09  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0864.GEOID18 height accuracy estimate available here.
 GF0864
 GF0864.Click photographs - Photos may exist for this station.
 GF0864
 GF0864.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0864
 GF0864. The following values were computed from the NAD 83(1997) position.
 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     -   0.99992418  x   0.99997800  =   0.99990218
 GF0864!UTM  15      -   0.99992418  x   0.99966583  =   0.99959003
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV2690296496(NAD 83)
 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(1993)-  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
 GF0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0864.See file dsdata.pdf to determine how the superseded data were derived.
 GF0864
 GF0864_MARKER: DS = TRIANGULATION STATION DISK
 GF0864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0864_STAMPING: LAWSON 1971
 GF0864_MARK LOGO: CGS
 GF0864_PROJECTION: FLUSH
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0071 ***********************************************************************
 FF0071  DESIGNATION -  LEACHVILLE
 FF0071  PID         -  FF0071
 FF0071  STATE/COUNTY-  AR/MISSISSIPPI
 FF0071  COUNTRY     -  US
 FF0071  USGS QUAD   -  LEACHVILLE (2017)
 FF0071
 FF0071                         *CURRENT SURVEY CONTROL
 FF0071  ______________________________________________________________________
 FF0071* NAD 83(1997) POSITION- 35 56 26.82848(N) 090 15 26.08926(W)   ADJUSTED
 FF0071* NAVD 88 ORTHO HEIGHT -    72.224 (meters)      236.95  (feet) ADJUSTED
 FF0071  ______________________________________________________________________
 FF0071  GEOID HEIGHT    -        -28.180 (meters)                     GEOID18
 FF0071  LAPLACE CORR    -          0.41  (seconds)                    DEFLEC18
 FF0071  DYNAMIC HEIGHT  -         72.163 (meters)      236.75  (feet) COMP
 FF0071  MODELED GRAVITY -    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 and
 FF0071.adjusted by the NATIONAL GEODETIC SURVEY
 FF0071.in June 1991.
 FF0071
 FF0071.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0071.GEOID18 height accuracy estimate available here.
 FF0071
 FF0071.Click photographs - Photos may exist for this station.
 FF0071
 FF0071.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999309  x   0.99995524  =   0.99994833
 FF0071!SPC MO E     -   0.99999309  x   0.99993924  =   0.99993233
 FF0071!UTM  15      -   0.99999309  x   1.00035433  =   1.00034741
 FF0071
 FF0071:                Primary Azimuth Mark                     Grid Az
 FF0071:SPC AR N     -  LEACHVILLE MUNICIPAL TANK                180 05 44.1
 FF0071:SPC MO E     -  LEACHVILLE MUNICIPAL TANK                180 58 02.0
 FF0071:UTM  15      -  LEACHVILLE MUNICIPAL TANK                179 29 56.5
 FF0071
 FF0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV4741280858(NAD 83)
 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(1995)-  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              72.21   (m)          236.9    (f) LEVELING    3  
 FF0071  NGVD 29 (11/26/84)   72.212  (m)          236.92   (f) ADJUSTED    1 2
 FF0071
 FF0071.Superseded values are not recommended for survey control.
 FF0071
 FF0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0071.See file dsdata.pdf to determine how the superseded data were derived.
 FF0071
 FF0071_MARKER: DS = TRIANGULATION STATION DISK
 FF0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0071_STAMPING: LEACHVILLE 1955
 FF0071_MARK LOGO: CGS
 FF0071_PROJECTION: FLUSH
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1926 ***********************************************************************
 FF1926  DESIGNATION -  LEACHVILLE BUFFALO IS COMP TK
 FF1926  PID         -  FF1926
 FF1926  STATE/COUNTY-  AR/MISSISSIPPI
 FF1926  COUNTRY     -  US
 FF1926  USGS QUAD   -  LEACHVILLE (2017)
 FF1926
 FF1926                         *CURRENT SURVEY CONTROL
 FF1926  ______________________________________________________________________
 FF1926* NAD 83(1997) POSITION- 35 56 26.62229(N) 090 15 24.80626(W)   ADJUSTED
 FF1926  ______________________________________________________________________
 FF1926  GEOID HEIGHT    -        -28.180 (meters)                     GEOID18
 FF1926  LAPLACE CORR    -          0.41  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1926.GEOID18 height accuracy estimate available here.
 FF1926
 FF1926.Click photographs - Photos may exist for this station.
 FF1926
 FF1926.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1926
 FF1926. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV4744480852(NAD 83)
 FF1926
 FF1926                          SUPERSEDED SURVEY CONTROL
 FF1926
 FF1926  NAD 83(1995)-  35 56 26.63048(N)    090 15 24.80855(W) AD(       ) 3
 FF1926  NAD 83(1986)-  35 56 26.63393(N)    090 15 24.80688(W) AD(       ) 3
 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
 FF1926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1926.See file dsdata.pdf to determine how the superseded data were derived.
 FF1926
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1925 ***********************************************************************
 FF1925  DESIGNATION -  LEACHVILLE MUNICIPAL TANK
 FF1925  PID         -  FF1925
 FF1925  STATE/COUNTY-  AR/MISSISSIPPI
 FF1925  COUNTRY     -  US
 FF1925  USGS QUAD   -  LEACHVILLE (2017)
 FF1925
 FF1925                         *CURRENT SURVEY CONTROL
 FF1925  ______________________________________________________________________
 FF1925* NAD 83(1997) POSITION- 35 56 04.75005(N) 090 15 26.61512(W)   ADJUSTED
 FF1925  ______________________________________________________________________
 FF1925  GEOID HEIGHT    -        -28.171 (meters)                     GEOID18
 FF1925  LAPLACE CORR    -          0.44  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1925.GEOID18 height accuracy estimate available here.
 FF1925
 FF1925.Click photographs - Photos may exist for this station.
 FF1925
 FF1925.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1925
 FF1925. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV4741880177(NAD 83)
 FF1925
 FF1925                          SUPERSEDED SURVEY CONTROL
 FF1925
 FF1925  NAD 83(1995)-  35 56 04.75884(N)    090 15 26.61741(W) AD(       ) 3
 FF1925  NAD 83(1986)-  35 56 04.76212(N)    090 15 26.61561(W) AD(       ) 3
 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
 FF1925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1925.See file dsdata.pdf to determine how the superseded data were derived.
 FF1925
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0072 ***********************************************************************
 FF0072  DESIGNATION -  LEACHVILLE RM 1
 FF0072  PID         -  FF0072
 FF0072  STATE/COUNTY-  AR/MISSISSIPPI
 FF0072  COUNTRY     -  US
 FF0072  USGS QUAD   -  LEACHVILLE (2017)
 FF0072
 FF0072                         *CURRENT SURVEY CONTROL
 FF0072  ______________________________________________________________________
 FF0072* NAD 83(1986) POSITION- 35 56 26.44   (N) 090 15 25.20   (W)   HD_HELD1
 FF0072* NAVD 88 ORTHO HEIGHT -    72.355 (meters)      237.38  (feet) ADJUSTED
 FF0072  ______________________________________________________________________
 FF0072  GEOID HEIGHT    -        -28.180 (meters)                     GEOID18
 FF0072  DYNAMIC HEIGHT  -         72.293 (meters)      237.18  (feet) COMP
 FF0072  MODELED GRAVITY -    979,785.2   (mgal)                       NAVD 88
 FF0072
 FF0072  VERT ORDER      -  FIRST     CLASS II
 FF0072
 FF0072.The horizontal coordinates were determined by differentially corrected
 FF0072.hand held GPS observations or other comparable positioning techniques
 FF0072.and have an estimated accuracy of +/- 3 meters.
 FF0072
 FF0072.The orthometric height was determined by differential leveling and
 FF0072.adjusted by the NATIONAL GEODETIC SURVEY
 FF0072.in June 1991.
 FF0072
 FF0072.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0072.GEOID18 height accuracy estimate available here.
 FF0072
 FF0072.Click photographs - Photos may exist for this station.
 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     -   179,715.5     557,257.7     MT  (+/- 3 meters HH1 GPS) 
 FF0072
 FF0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV4743480846(NAD 83)
 FF0072
 FF0072                          SUPERSEDED SURVEY CONTROL
 FF0072
 FF0072  NGVD 29 (11/26/84)   72.342  (m)          237.34   (f) ADJUSTED    1 2
 FF0072
 FF0072.Superseded values are not recommended for survey control.
 FF0072
 FF0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0072.See file dsdata.pdf to determine how the superseded data were derived.
 FF0072
 FF0072_MARKER: DR = REFERENCE MARK DISK
 FF0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0072_STAMPING: LEACHVILLE NO 1 1955
 FF0072_MARK LOGO: CGS
 FF0072_PROJECTION: PROJECTING 3 CENTIMETERS
 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, 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 = MARCH 20, 2026 22:17:28 EDT
 FF0070 ***********************************************************************
 FF0070  DESIGNATION -  LEACHVILLE RM 2
 FF0070  PID         -  FF0070
 FF0070  STATE/COUNTY-  AR/MISSISSIPPI
 FF0070  COUNTRY     -  US
 FF0070  USGS QUAD   -  LEACHVILLE (2017)
 FF0070
 FF0070                         *CURRENT SURVEY CONTROL
 FF0070  ______________________________________________________________________
 FF0070* NAD 83(1986) POSITION- 35 56 27.77   (N) 090 15 26.36   (W)   HD_HELD1
 FF0070* NAVD 88 ORTHO HEIGHT -    72.391 (meters)      237.50  (feet) ADJUSTED
 FF0070  ______________________________________________________________________
 FF0070  GEOID HEIGHT    -        -28.181 (meters)                     GEOID18
 FF0070  DYNAMIC HEIGHT  -         72.330 (meters)      237.30  (feet) COMP
 FF0070  MODELED GRAVITY -    979,785.2   (mgal)                       NAVD 88
 FF0070
 FF0070  VERT ORDER      -  FIRST     CLASS II
 FF0070
 FF0070.The horizontal coordinates were determined by differentially corrected
 FF0070.hand held GPS observations or other comparable positioning techniques
 FF0070.and have an estimated accuracy of +/- 3 meters.
 FF0070
 FF0070.The orthometric height was determined by differential leveling and
 FF0070.adjusted by the NATIONAL GEODETIC SURVEY
 FF0070.in June 1991.
 FF0070
 FF0070.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0070.GEOID18 height accuracy estimate available here.
 FF0070
 FF0070.Click photographs - Photos may exist for this station.
 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     -   179,755.9     557,227.9     MT  (+/- 3 meters HH1 GPS) 
 FF0070
 FF0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV4740480886(NAD 83)
 FF0070
 FF0070                          SUPERSEDED SURVEY CONTROL
 FF0070
 FF0070  NGVD 29 (11/26/84)   72.379  (m)          237.46   (f) ADJUSTED    1 2
 FF0070
 FF0070.Superseded values are not recommended for survey control.
 FF0070
 FF0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0070.See file dsdata.pdf to determine how the superseded data were derived.
 FF0070
 FF0070_MARKER: DR = REFERENCE MARK DISK
 FF0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0070_STAMPING: LEACHVILLE NO 2 1955
 FF0070_MARK LOGO: CGS
 FF0070_PROJECTION: FLUSH
 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, 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 = MARCH 20, 2026 22:17:28 EDT
 FF1444 ***********************************************************************
 FF1444  DESIGNATION -  LEAK
 FF1444  PID         -  FF1444
 FF1444  STATE/COUNTY-  AR/WHITE
 FF1444  COUNTRY     -  US
 FF1444  USGS QUAD   -  GARNER (2017)
 FF1444
 FF1444                         *CURRENT SURVEY CONTROL
 FF1444  ______________________________________________________________________
 FF1444* NAD 83(1986) POSITION- 35 09 17.     (N) 091 46 06.     (W)   SCALED
 FF1444* NAVD 88 ORTHO HEIGHT -    67.87  (+/-2cm)      222.7   (feet) VERTCON3
 FF1444  ______________________________________________________________________
 FF1444  GEOID HEIGHT    -        -27.348 (meters)                     GEOID18
 FF1444  VERT ORDER      -  ? (See Below)
 FF1444
 FF1444.The horizontal coordinates were scaled from a 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
 FF1444.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1444.GEOID18 height accuracy estimate available here.
 FF1444
 FF1444.The vertical order pertains to the NGVD 29 superseded value.
 FF1444
 FF1444.Click photographs - Photos may exist for this station.
 FF1444
 FF1444;                    North         East    Units  Estimated Accuracy
 FF1444;SPC AR N     -    91,150.      421,110.      MT  (+/- 180 meters Scaled)
 FF1444
 FF1444_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU121908(NAD 83)
 FF1444
 FF1444                          SUPERSEDED SURVEY CONTROL
 FF1444
 FF1444  NGVD 29 (11/26/84)   67.843  (m)          222.58   (f) ADJUSTED       
 FF1444
 FF1444.Superseded values are not recommended for survey control.
 FF1444
 FF1444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1444.See file dsdata.pdf to determine how the superseded data were derived.
 FF1444
 FF1444_MARKER: DD = SURVEY DISK
 FF1444_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 FF1444+WITH SETTING: PAVEMENT
 FF1444_SP_SET: SIGNAL BASE
 FF1444_STAMPING: LEAK 1934
 FF1444_MARK LOGO: CGS+SS
 FF1444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1444+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1851 ***********************************************************************
 FF1851  DESIGNATION -  LEBO
 FF1851  PID         -  FF1851
 FF1851  STATE/COUNTY-  AR/WHITE
 FF1851  COUNTRY     -  US
 FF1851  USGS QUAD   -  STEPROCK (2017)
 FF1851
 FF1851                         *CURRENT SURVEY CONTROL
 FF1851  ______________________________________________________________________
 FF1851* NAD 83(1997) POSITION- 35 29 13.36981(N) 091 39 25.43524(W)   ADJUSTED
 FF1851* NAVD 88 ORTHO HEIGHT -   187.79  (+/-2cm)      616.1   (feet) VERTCON3
 FF1851  ______________________________________________________________________
 FF1851  GEOID HEIGHT    -        -27.275 (meters)                     GEOID18
 FF1851  LAPLACE CORR    -          0.48  (seconds)                    DEFLEC18
 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
 FF1851.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1851.GEOID18 height accuracy estimate available here.
 FF1851
 FF1851.The vertical order pertains to the NGVD 29 superseded value.
 FF1851
 FF1851.Click photographs - Photos may exist for this station.
 FF1851
 FF1851.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1851
 FF1851. The following values were computed from the NAD 83(1997) position.
 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     -   0.99997481  x   0.99993737  =   0.99991218
 FF1851!UTM  15      -   0.99997481  x   0.99978287  =   0.99975768
 FF1851
 FF1851:                Primary Azimuth Mark                     Grid Az
 FF1851:SPC AR N     -  LEBO AZ MK                               272 01 55.6
 FF1851:UTM  15      -  LEBO AZ MK                               271 27 07.1
 FF1851
 FF1851_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV2181827885(NAD 83)
 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             187.74   (m)          615.9    (f) LEVELING    3  
 FF1851
 FF1851.Superseded values are not recommended for survey control.
 FF1851
 FF1851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1851.See file dsdata.pdf to determine how the superseded data were derived.
 FF1851
 FF1851_MARKER: DS = TRIANGULATION STATION DISK
 FF1851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1851_STAMPING: LEBO 1954
 FF1851_MARK LOGO: CGS
 FF1851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1851+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ2050 ***********************************************************************
 EJ2050  DESIGNATION -  LEDGE
 EJ2050  PID         -  EJ2050
 EJ2050  STATE/COUNTY-  AR/SCOTT
 EJ2050  COUNTRY     -  US
 EJ2050  USGS QUAD   -  BUCK KNOB (2017)
 EJ2050
 EJ2050                         *CURRENT SURVEY CONTROL
 EJ2050  ______________________________________________________________________
 EJ2050* NAD 83(1997) POSITION- 34 42 07.82114(N) 093 54 58.25184(W)   ADJUSTED
 EJ2050* NAVD 88 ORTHO HEIGHT -   336.7   (meters)     1105.    (feet) VERTCON3
 EJ2050  ______________________________________________________________________
 EJ2050  GEOID HEIGHT    -        -29.773 (meters)                     GEOID18
 EJ2050  LAPLACE CORR    -          4.36  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ2050.GEOID18 height accuracy estimate available here.
 EJ2050
 EJ2050.Click photographs - Photos may exist for this station.
 EJ2050
 EJ2050.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ2050
 EJ2050. The following values were computed from the NAD 83(1997) position.
 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  =   0.99993808
 EJ2050!UTM  15      -   0.99995182  x   0.99968677  =   0.99963861
 EJ2050
 EJ2050:                Primary Azimuth Mark                     Grid Az
 EJ2050:SPC AR N     -  LEDGE AZ MK                              270 45 16.0
 EJ2050:SPC AR S     -  LEDGE AZ MK                              270 42 42.8
 EJ2050:UTM  15      -  LEDGE AZ MK                              270 09 39.7
 EJ2050
 EJ2050_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU1609340397(NAD 83)
 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(1993)-  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
 EJ2050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2050.See file dsdata.pdf to determine how the superseded data were derived.
 EJ2050
 EJ2050_MARKER: DS = TRIANGULATION STATION DISK
 EJ2050_SETTING: 66 = SET IN ROCK OUTCROP
 EJ2050_STAMPING: LEDGE 1956
 EJ2050_MARK LOGO: CGS
 EJ2050_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EJ2050+STABILITY: POSITION/ELEVATION WELL
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0238 ***********************************************************************
 EJ0238  DESIGNATION -  LEE
 EJ0238  PID         -  EJ0238
 EJ0238  STATE/COUNTY-  AR/PULASKI
 EJ0238  COUNTRY     -  US
 EJ0238  USGS QUAD   -  MAYFLOWER (2017)
 EJ0238
 EJ0238                         *CURRENT SURVEY CONTROL
 EJ0238  ______________________________________________________________________
 EJ0238* NAD 83(1986) POSITION- 34 55 10.71   (N) 092 29 08.61   (W)   HD_HELD1
 EJ0238* NAVD 88 ORTHO HEIGHT -    88.430 (meters)      290.12  (feet) ADJUSTED
 EJ0238  ______________________________________________________________________
 EJ0238  GEOID HEIGHT    -        -27.518 (meters)                     GEOID18
 EJ0238  DYNAMIC HEIGHT  -         88.347 (meters)      289.85  (feet) COMP
 EJ0238  MODELED GRAVITY -    979,694.0   (mgal)                       NAVD 88
 EJ0238
 EJ0238  VERT ORDER      -  SECOND    CLASS I
 EJ0238
 EJ0238.The horizontal coordinates were determined by differentially corrected
 EJ0238.hand held GPS observations or other comparable positioning techniques
 EJ0238.and have an estimated accuracy of +/- 3 meters.
 EJ0238
 EJ0238.The orthometric height was determined by differential leveling and
 EJ0238.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0238.in September 2023.
 EJ0238
 EJ0238.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0238.GEOID18 height accuracy estimate available here.
 EJ0238
 EJ0238.Click photographs - Photos may exist for this station.
 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     -   650,000.2     355,614.2     MT  (+/- 3 meters HH1 GPS) 
 EJ0238
 EJ0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU4697464252(NAD 83)
 EJ0238
 EJ0238                          SUPERSEDED SURVEY CONTROL
 EJ0238
 EJ0238  NAVD 88 (06/15/91)   88.451  (m)          290.19   (f) SUPERSEDED  2 0
 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
 EJ0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0238.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0238
 EJ0238_MARKER: DD = SURVEY DISK
 EJ0238_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0238_STAMPING: LEE 1934
 EJ0238_MARK LOGO: CGS+SS
 EJ0238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0238
 EJ0238  HISTORY     - Date     Condition        Report By
 EJ0238  HISTORY     - 1934     MONUMENTED       ARGS
 EJ0238  HISTORY     - 20050512 MARK NOT FOUND   GEOCAC
 EJ0238
 EJ0238                          STATION DESCRIPTION
 EJ0238
 EJ0238'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1934
 EJ0238'1.5 MILES NORTH OF ROLAND ALONG C.R.I. AND P. RY. FROM STATION, POST
 EJ0238'SET IN Y OF PUBLIC ROAD ABOUT 300 FEET SOUTHWEST OF RAILROAD CROSSING,
 EJ0238'ABOUT 125 FEET WEST OF M.P. NO. 161, 88.5 FEET NORTH OF SOUTH SIDE OF
 EJ0238'Y IN COUNTY PUBLIC ROAD, 81.8 FEET WEST OF CENTERLINE OF CHICAGO, ROCK
 EJ0238'ISLAND AND PACIFIC RY. AND 27.7 FEET SOUTH OF NORTH SIDE OF Y IN
 EJ0238'COUNTY 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 = MARCH 20, 2026 22:17:28 EDT
 EH2700 ***********************************************************************
 EH2700  DESIGNATION -  LEE
 EH2700  PID         -  EH2700
 EH2700  STATE/COUNTY-  AR/LEE
 EH2700  COUNTRY     -  US
 EH2700  USGS QUAD   -  COUNCIL (2017)
 EH2700
 EH2700                         *CURRENT SURVEY CONTROL
 EH2700  ______________________________________________________________________
 EH2700* NAD 83(1997) POSITION- 34 52 17.33711(N) 090 25 41.33273(W)   ADJUSTED
 EH2700* NAVD 88 ORTHO HEIGHT -    67.3   (meters)      221.    (feet) VERTCON3
 EH2700  ______________________________________________________________________
 EH2700  GEOID HEIGHT    -        -27.065 (meters)                     GEOID18
 EH2700  LAPLACE CORR    -         -1.81  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2700.GEOID18 height accuracy estimate available here.
 EH2700
 EH2700.Click photographs - Photos may exist for this station.
 EH2700
 EH2700.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2700
 EH2700. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999369  x   1.00002506  =   1.00001875
 EH2700!SPC MS W     -   0.99999369  x   0.99995093  =   0.99994462
 EH2700!UTM  15      -   0.99999369  x   1.00028116  =   1.00027485
 EH2700
 EH2700:                Primary Azimuth Mark                     Grid Az
 EH2700:SPC AR S     -  LEE AZ MK                                341 01 29.9
 EH2700:SPC MS W     -  LEE AZ MK                                341 57 32.2
 EH2700:UTM  15      -  LEE AZ MK                                340 26 01.0
 EH2700
 EH2700_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU3507961808(NAD 83)
 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(1995)-  34 52 17.33707(N)    090 25 41.33246(W) AD(       ) 1
 EH2700  NAD 83(1993)-  34 52 17.33723(N)    090 25 41.33206(W) AD(       ) 1
 EH2700  NAD 83(1990)-  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
 EH2700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2700.See file dsdata.pdf to determine how the superseded data were derived.
 EH2700
 EH2700_MARKER: DH = HORIZONTAL CONTROL DISK
 EH2700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2700_STAMPING: LEE 1979
 EH2700_MARK LOGO: NGS
 EH2700_PROJECTION: FLUSH
 EH2700_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EH2700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2700+STABILITY: SURFACE MOTION
 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.) SOUTH-SOUTHEAST
 EH2700'OF HUGHES, 4.83 KILOMETERS (3 MI.) EAST OF COUNCIL LAKE AND ATOP THE
 EH2700'WEST LEVEE OF THE MISSISSIPPI RIVER.  PERMISSION WAS OBTAINED FROM ST.
 EH2700'FRANCIS LEVEE DISTRICT, MR. B.B. FAIR, CHIEF ENGINEER, P.O. BOX 308,
 EH2700'WEST MEMPHIS, ARKANSAS, 72301.  TELEPHONE 735-1062.
 EH2700'
 EH2700'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 38 AND 149 IN
 EH2700'HUGHES, GO EAST AND SOUTH ON STATE HIGHWAY 38 FOR 2.75 MILES
 EH2700'(4.43 KM.) TO A FORK, AT A SIGN (EDS CAMP)   TAKE THE RIGHT FORK AND
 EH2700'GO SOUTHERLY ON A GRAVEL ROAD FOR 2.35 MILES (3.78 KM.) TO A
 EH2700'T-JUNCTION.  TURN LEFT AND GO SOUTHERLY FOR 0.4 MILE (0.64 KM.) TO A
 EH2700'FORK.  TAKE THE LEFT FORK AND GO SOUTHEAST ALONG THE TOP OF A LEVEE
 EH2700'FOR 1.7 MILES (2.74 KM.) TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 EH2700'SOUTHEASTERLY ALONG THE TOP OF THE LEVEE FOR 0.5 MILE (0.80 KM.) TO
 EH2700'THE STATION ON THE LEFT.
 EH2700'
 EH2700'THE STATION IS A STANDARD NGS DISK STAMPED ---LEE 1979---, SET INTO
 EH2700'THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH
 EH2700'GROUND.  IT IS LOCATED 5.7 METERS EAST FROM THE CENTER OF THE LEVEE
 EH2700'ROAD AND 1.5 METERS NORTHWEST FROM A METAL WITNESS POST.  THE
 EH2700'UNDERGROUND MARK IS A STANDARD DISK STAMPED ---LEE 1979---, SET INTO
 EH2700'THE TOP OF AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE GROUND.
 EH2700'
 EH2700'REFERENCE MARK NUMBER 01 IS A STANDARD NGS DISK STAMPED
 EH2700'---LEE NO 1 1979---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 EH2700'CM IN DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 5.3 METERS WEST FROM
 EH2700'THE CENTER OF THE LEVEE ROAD AND 0.4 METER EAST FROM A METAL WITNESS
 EH2700'POST.  MARK IS BELOW STATION 0.3 METER.
 EH2700'
 EH2700'REFERENCE MARK NUMBER 02 IS A STANDARD NGS DISK STAMPED
 EH2700'---LEE NO 2 1979---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 EH2700'CM IN DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 4.0 METERS EAST FROM
 EH2700'THE CENTER OF THE LEVEE ROAD AND 0.45 METER WEST FROM A METAL WITNESS
 EH2700'POST.  MARK IS BELOW STATION 0.3 METER.
 EH2700'
 EH2700'AZIMUTH MARK NUMBER 01 IS A STANDARD NGS DISK STAMPED ---LEE 1979---,
 EH2700'FLUSH WITH GROUND.  IT IS LOCATED 5.0 METERS NORTH-NORTHEAST FROM THE
 EH2700'CENTER OF THE LEVEE ROAD AND 0.35 METER SOUTH-SOUTHWEST FROM A METAL
 EH2700'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 = MARCH 20, 2026 22:17:28 EDT
 FG1833 ***********************************************************************
 FG1833  DESIGNATION -  LEE
 FG1833  PID         -  FG1833
 FG1833  STATE/COUNTY-  AR/POPE
 FG1833  COUNTRY     -  US
 FG1833  USGS QUAD   -  LEE MOUNTAIN (2017)
 FG1833
 FG1833                         *CURRENT SURVEY CONTROL
 FG1833  ______________________________________________________________________
 FG1833* NAD 83(1997) POSITION- 35 25 57.84969(N) 093 09 06.70013(W)   ADJUSTED
 FG1833* NAVD 88 ORTHO HEIGHT -   314.    (meters)     1030.    (feet) SCALED
 FG1833  ______________________________________________________________________
 FG1833  GEOID HEIGHT    -        -28.932 (meters)                     GEOID18
 FG1833  LAPLACE CORR    -          1.25  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1833.GEOID18 height accuracy estimate available here.
 FG1833
 FG1833.Click photographs - Photos may exist for this station.
 FG1833
 FG1833.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1833
 FG1833. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 FG1833:SPC AR N     -  LEE AZ MK                                137 17 57.6
 FG1833:UTM  15      -  LEE AZ MK                                136 43 01.5
 FG1833
 FG1833_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV8621521044(NAD 83)
 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
 FG1833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1833.See file dsdata.pdf to determine how the superseded data were derived.
 FG1833
 FG1833_MARKER: DS = TRIANGULATION STATION DISK
 FG1833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1833_STAMPING: LEE 1954
 FG1833_MARK LOGO: CGS
 FG1833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1833+STABILITY: SURFACE MOTION
 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 SOUTHEAST
 FG1833'END OF LEE MOUNTAIN, IN THE NORTHEAST 1/4 OF SECTION 17, T9N, R21W AND
 FG1833'ON LAND OWNED BY WAYNE NODIN.  IT IS ABOUT 30 FEET SOUTHEAST OF THE
 FG1833'SOUTHEAST EDGE OF A PEACH ORCHARD, 9 FEET SOUTHEAST OF A GATE POST AND
 FG1833'9 FEET SOUTH OF A 4 X 4 INCH WHITE WITNESS POST.
 FG1833'
 FG1833'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 7 AND 27, GO
 FG1833'WEST AND NORTH ON HIGHWAY 7 FOR 2.25 MILES TO A T-JUNCTION, TURN LEFT
 FG1833'AND GO WESTERLY ON A GRAVELED ROAD FOR 0.35 MILE TO THE AZIMUTH MARK
 FG1833'ON THE RIGHT, CONTINUE WESTERLY 2.15 MILES TO A GATE AND A T-JUNCTION,
 FG1833'TURN RIGHT AND GO NORTH AND EAST FOR 0.8 MILE TO A T-JUNCTION,
 FG1833'CONTINUE 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 SOUTHWEST
 FG1833'ABOUT 60 YARDS TO A Y-JUNCTION, BEAR LEFT AND GO SOUTH THROUGH THE
 FG1833'ORCHARD FOR 0.15 MILE TO THE STATION.
 FG1833'
 FG1833'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED LEE 1954.
 FG1833'
 FG1833'REFERENCE MARK NO. 1 IS 36 FEET SOUTHEAST OF THE EAST GATE POST.  IT
 FG1833'PROJECTS 6 INCHES AND THE DISK IS STAMPED LEE NO 1 1964.
 FG1833'
 FG1833'REFERENCE MARK NO. 2 IS 8 FEET NORTHWEST OF THE WEST GATE POST.  IT
 FG1833'PROJECTS 3 INCHES AND THE DISK IS STAMPED LEE NO 2 1954.
 FG1833'
 FG1833'THE AZIMUTH MARK IS 28 FEET NORTH OF THE CENTER OF THE ROAD, 16 FEET
 FG1833'WEST OF A FENCE CORNER 2 FEET SOUTH OF A FENCE AND 2 FEET WEST OF A 4
 FG1833'X 4 INCH WHITE WITNESS POST.  IT PROJECTS 3 INCHES AND THE DISK IS
 FG1833'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 TO ROAD
 FG1833'CHANGES FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FG1833'
 FG1833'THE STATION IS LOCATED ABOUT 4 MILES NORTHWEST OF DOVER, NEAR THE
 FG1833'SOUTHEAST END OF LEE MOUNTAIN, IN THE NORTHEAST 1/4 OF SECTION 17,
 FG1833'T9N, R21W AND NEAR THE SOUTH EDGE OF THE MOUNTAIN.
 FG1833'
 FG1833'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 7 AND 27 IN DOVER, GO
 FG1833'NORTH ON STATE HIGHWAY 7 FOR 1.6 MILES TO THE JUNCTION OF STATE
 FG1833'HIGHWAY 333.  CONTINUE AHEAD AND GO NORTH ON STATE HIGHWAY 7 FOR 0.75
 FG1833'MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO WEST ON GRAVELED ROAD FOR
 FG1833'0.35 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE AHEAD AND GO
 FG1833'WESTERLY ON GRAVELED ROAD FOR 1.3 MILES TO A FORK.  TAKE THE RIGHT
 FG1833'FORK AND GO NORTHWESTERLY ON GRAVELED ROAD FOR 0.9 MILE TO A SIDE ROAD
 FG1833'RIGHT.  TURN RIGHT, GO NORTH AND EAST ON GRADED ROAD FOR 0.85 MILE TO
 FG1833'A SIDE ROAD LEFT.  CONTINUE AHEAD AND GO EAST ON GRADED ROAD FOR 0.6
 FG1833'MILE TO A SIDE ROAD LEFT.  CONTINUE AHEAD AND GO EAST ON FARM ROAD FOR
 FG1833'0.85 MILE TO AN OLD SHED.  TAKE TRACK ROAD SOUTH THROUGH PEACH ORCHARD
 FG1833'FOR 0.15 MILE TO THE HIGHEST POINT AND STATION.
 FG1833'
 FG1833'STATION MARK IS A STANDARD DISK STAMPED LEE 1954, SET IN THE TOP OF A
 FG1833'ROUND CONCRETE POST PROJECTING 3 INCHES.  IT IS 30 FEET SOUTH OF THE
 FG1833'SOUTH EDGE OF THE PEACH ORCHARD, 9 FEET SOUTHEAST OF THE EAST GATE
 FG1833'POST OF A GATE, 7 FEET SOUTH OF A FENCE AND 2 FEET WEST OF A METAL
 FG1833'WITNESS POST.
 FG1833'
 FG1833'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED LEE NO 1 1954, SET IN
 FG1833'THE TOP OF A ROUND CONCRETE POST PROJECTING 3 INCHES.  IT IS 37 FEET
 FG1833'EAST-SOUTHEAST OF THE GATE POST, 15 FEET SOUTH OF THE FENCE AND ABOUT
 FG1833'1 FOOT LOWER THAN THE STATION.
 FG1833'
 FG1833'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED LEE NO 2 1954, SET IN
 FG1833'THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND SURFACE.  IT IS
 FG1833'30 FEET WEST OF THE GATE POST, 3 FEET NORTH OF THE FENCE AND ABOUT THE
 FG1833'SAME ELEVATION AS THE STATION MARK.
 FG1833'
 FG1833'AZIMUTH MARK IS A STANDARD DISK STAMPED LEE 1954, SET IN THE TOP OF A
 FG1833'ROUND CONCRETE POST PROJECTING 4 INCHES.  IT IS 30 FEET NORTH OF THE
 FG1833'CENTER OF THE GRAVELED ROAD, 16 FEET WEST OF A T-FENCE CORNER, 2 FEET
 FG1833'SOUTH OF A FENCE AND 1 FOOT NORTH OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FH0983 ***********************************************************************
 FH0983  DESIGNATION -  LEE
 FH0983  PID         -  FH0983
 FH0983  STATE/COUNTY-  AR/SEBASTIAN
 FH0983  COUNTRY     -  US
 FH0983  USGS QUAD   -  BARLING (2017)
 FH0983
 FH0983                         *CURRENT SURVEY CONTROL
 FH0983  ______________________________________________________________________
 FH0983* NAD 83(1997) POSITION- 35 20 08.78333(N) 094 19 43.85757(W)   ADJUSTED
 FH0983* NAVD 88 ORTHO HEIGHT -   180.    (meters)      591.    (feet) SCALED
 FH0983  ______________________________________________________________________
 FH0983  GEOID HEIGHT    -        -30.195 (meters)                     GEOID18
 FH0983  LAPLACE CORR    -          1.90  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0983.GEOID18 height accuracy estimate available here.
 FH0983
 FH0983.Click photographs - Photos may exist for this station.
 FH0983
 FH0983.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH0983
 FH0983. The following values were computed from the NAD 83(1997) position.
 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 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;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;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 N     -   0.99997647  x   1.00004993  =   1.00002640
 FH0983!SPC OK S     -   0.99997647  x   1.00002185  =   0.99999832
 FH0983!UTM  15      -   0.99997647  x   0.99977973  =   0.99975621
 FH0983
 FH0983:                Primary Azimuth Mark                     Grid Az
 FH0983:SPC AR N     -  VAN BUREN                                347 59 24.4
 FH0983:SPC OK N     -  VAN BUREN                                344 28 06.3
 FH0983:SPC OK S     -  VAN BUREN                                344 33 04.1
 FH0983:UTM  15      -  VAN BUREN                                347 24 13.0
 FH0983
 FH0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV7923411090(NAD 83)
 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(1993)-  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
 FH0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0983.See file dsdata.pdf to determine how the superseded data were derived.
 FH0983
 FH0983_MARKER: DS = TRIANGULATION STATION DISK
 FH0983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0983_STAMPING: LEE 1940
 FH0983_MARK LOGO: CGS
 FH0983_PROJECTION: RECESSED 46 CENTIMETERS
 FH0983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0983+STABILITY: SURFACE MOTION
 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             USACE
 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 ARMY CORPS OF 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 = MARCH 20, 2026 22:17:28 EDT
 EH2713 ***********************************************************************
 EH2713  DESIGNATION -  LEE AZ MK
 EH2713  PID         -  EH2713
 EH2713  STATE/COUNTY-  AR/LEE
 EH2713  COUNTRY     -  US
 EH2713  USGS QUAD   -  HUGHES (2017)
 EH2713
 EH2713                         *CURRENT SURVEY CONTROL
 EH2713  ______________________________________________________________________
 EH2713* NAD 83(1997) POSITION- 34 52 40.40156(N) 090 25 50.47799(W)   ADJUSTED
 EH2713* NAVD 88 ORTHO HEIGHT -    67.0   (meters)      220.    (feet) VERTCON3
 EH2713  ______________________________________________________________________
 EH2713  GEOID HEIGHT    -        -27.063 (meters)                     GEOID18
 EH2713  LAPLACE CORR    -         -1.80  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2713.GEOID18 height accuracy estimate available here.
 EH2713
 EH2713.Click photographs - Photos may exist for this station.
 EH2713
 EH2713.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2713
 EH2713. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU3482962513(NAD 83)
 EH2713
 EH2713                          SUPERSEDED SURVEY CONTROL
 EH2713
 EH2713  NAD 83(1995)-  34 52 40.40153(N)    090 25 50.47770(W) AD(       ) 2
 EH2713  NAD 83(1993)-  34 52 40.40170(N)    090 25 50.47727(W) AD(       ) 2
 EH2713  NAD 83(1990)-  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
 EH2713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2713.See file dsdata.pdf to determine how the superseded data were derived.
 EH2713
 EH2713_MARKER: DZ = AZIMUTH MARK DISK
 EH2713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2713_STAMPING: LEE 1979
 EH2713_MARK LOGO: NGS
 EH2713_PROJECTION: FLUSH
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1460 ***********************************************************************
 FF1460  DESIGNATION -  LEEP
 FF1460  PID         -  FF1460
 FF1460  STATE/COUNTY-  AR/WHITE
 FF1460  COUNTRY     -  US
 FF1460  USGS QUAD   -  MCRAE (2017)
 FF1460
 FF1460                         *CURRENT SURVEY CONTROL
 FF1460  ______________________________________________________________________
 FF1460* NAD 83(1986) POSITION- 35 05 26.     (N) 091 51 06.     (W)   SCALED
 FF1460* NAVD 88 ORTHO HEIGHT -    69.79  (+/-2cm)      229.0   (feet) VERTCON3
 FF1460  ______________________________________________________________________
 FF1460  GEOID HEIGHT    -        -27.324 (meters)                     GEOID18
 FF1460  VERT ORDER      -  ? (See Below)
 FF1460
 FF1460.The horizontal coordinates were scaled from a 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
 FF1460.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1460.GEOID18 height accuracy estimate available here.
 FF1460
 FF1460.The vertical order pertains to the NGVD 29 superseded value.
 FF1460
 FF1460.Click photographs - Photos may exist for this station.
 FF1460
 FF1460;                    North         East    Units  Estimated Accuracy
 FF1460;SPC AR N     -    84,020.      413,530.      MT  (+/- 180 meters Scaled)
 FF1460
 FF1460_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU046836(NAD 83)
 FF1460
 FF1460                          SUPERSEDED SURVEY CONTROL
 FF1460
 FF1460  NGVD 29 (11/26/84)   69.765  (m)          228.89   (f) ADJUSTED       
 FF1460
 FF1460.Superseded values are not recommended for survey control.
 FF1460
 FF1460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1460.See file dsdata.pdf to determine how the superseded data were derived.
 FF1460
 FF1460_MARKER: DD = SURVEY DISK
 FF1460_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF1460_STAMPING: LEEP 1934
 FF1460_MARK LOGO: CGS+SS
 FF1460_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0765 ***********************************************************************
 EJ0765  DESIGNATION -  LEG
 EJ0765  PID         -  EJ0765
 EJ0765  STATE/COUNTY-  AR/PULASKI
 EJ0765  COUNTRY     -  US
 EJ0765  USGS QUAD   -  FOURCHE (2017)
 EJ0765
 EJ0765                         *CURRENT SURVEY CONTROL
 EJ0765  ______________________________________________________________________
 EJ0765* NAD 83(1986) POSITION- 34 56 36.     (N) 092 30 29.     (W)   SCALED
 EJ0765* NAVD 88 ORTHO HEIGHT -    89.829 (meters)      294.71  (feet) ADJUSTED
 EJ0765  ______________________________________________________________________
 EJ0765  GEOID HEIGHT    -        -27.634 (meters)                     GEOID18
 EJ0765  DYNAMIC HEIGHT  -         89.744 (meters)      294.44  (feet) COMP
 EJ0765  MODELED GRAVITY -    979,688.9   (mgal)                       NAVD 88
 EJ0765
 EJ0765  VERT ORDER      -  SECOND    CLASS I
 EJ0765
 EJ0765.The horizontal coordinates were scaled from a map and have
 EJ0765.an estimated accuracy of +/- 6 seconds.
 EJ0765
 EJ0765.The orthometric height was determined by differential leveling and
 EJ0765.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0765.in September 2023.
 EJ0765
 EJ0765.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0765.GEOID18 height accuracy estimate available here.
 EJ0765
 EJ0765.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU449668(NAD 83)
 EJ0765
 EJ0765                          SUPERSEDED SURVEY CONTROL
 EJ0765
 EJ0765  NAVD 88 (06/15/91)   89.851  (m)          294.79   (f) SUPERSEDED  2 0
 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
 EJ0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0765.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0765
 EJ0765_MARKER: DD = SURVEY DISK
 EJ0765_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0765_STAMPING: LEG 1934
 EJ0765_MARK LOGO: CGS+SS
 EJ0765_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0765
 EJ0765  HISTORY     - Date     Condition        Report By
 EJ0765  HISTORY     - 1934     MONUMENTED       ARGS
 EJ0765
 EJ0765                          STATION DESCRIPTION
 EJ0765
 EJ0765'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1934
 EJ0765'4 MI NORTH FROM ROLAND ALONG C.R.I. AND P.RY. FROM STATION, ABOUT 1.5
 EJ0765'MILE 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. AND 9.7
 EJ0765'FEET SOUTHWEST OF TELEPHONE POLE MARKED 163+15.  TABLET SET IN PRECAST
 EJ0765'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1929 ***********************************************************************
 FG1929  DESIGNATION -  LEHMAN
 FG1929  PID         -  FG1929
 FG1929  STATE/COUNTY-  AR/MADISON
 FG1929  COUNTRY     -  US
 FG1929  USGS QUAD   -  SAINT PAUL (2017)
 FG1929
 FG1929                         *CURRENT SURVEY CONTROL
 FG1929  ______________________________________________________________________
 FG1929* NAD 83(1997) POSITION- 35 52 29.11111(N) 093 45 31.82235(W)   ADJUSTED
 FG1929* NAVD 88 ORTHO HEIGHT -   721.1   (meters)     2366.    (feet) VERTCON3
 FG1929  ______________________________________________________________________
 FG1929  GEOID HEIGHT    -        -27.988 (meters)                     GEOID18
 FG1929  LAPLACE CORR    -          0.72  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1929.GEOID18 height accuracy estimate available here.
 FG1929
 FG1929.Click photographs - Photos may exist for this station.
 FG1929
 FG1929.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1929
 FG1929. The following values were computed from the NAD 83(1997) position.
 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     -   0.99989122  x   0.99994875  =   0.99983998
 FG1929!UTM  15      -   0.99989122  x   0.99965782  =   0.99954908
 FG1929
 FG1929:                Primary Azimuth Mark                     Grid Az
 FG1929:SPC AR N     -  LEHMAN AZ MK                             223 35 21.1
 FG1929:UTM  15      -  LEHMAN AZ MK                             223 00 37.6
 FG1929
 FG1929_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV3149870322(NAD 83)
 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(1993)-  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
 FG1929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1929.See file dsdata.pdf to determine how the superseded data were derived.
 FG1929
 FG1929_MARKER: DS = TRIANGULATION STATION DISK
 FG1929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1929_STAMPING: LEHMAN 1971
 FG1929_MARK LOGO: CGS
 FG1929_PROJECTION: FLUSH
 FG1929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1929+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DQ3516 ***********************************************************************
 DQ3516  DESIGNATION -  LEO FRASER
 DQ3516  PID         -  DQ3516
 DQ3516  STATE/COUNTY-  AR/VAN BUREN
 DQ3516  COUNTRY     -  US
 DQ3516  USGS QUAD   -  CLINTON (2017)
 DQ3516
 DQ3516                         *CURRENT SURVEY CONTROL
 DQ3516  ______________________________________________________________________
 DQ3516* NAD 83(1986) POSITION- 35 35 14.0    (N) 092 27 04.1    (W)   HD_HELD2
 DQ3516* NAVD 88 ORTHO HEIGHT -   161.508 (meters)      529.88  (feet) ADJUSTED
 DQ3516  ______________________________________________________________________
 DQ3516  GEOID HEIGHT    -        -27.946 (meters)                     GEOID18
 DQ3516  DYNAMIC HEIGHT  -        161.361 (meters)      529.40  (feet) COMP
 DQ3516  MODELED GRAVITY -    979,725.2   (mgal)                       NAVD 88
 DQ3516
 DQ3516  VERT ORDER      -  SECOND    CLASS I
 DQ3516
 DQ3516.The horizontal coordinates were established by autonomous hand held GPS
 DQ3516.observations and have an estimated accuracy of +/- 10 meters.
 DQ3516
 DQ3516.The orthometric height was determined by differential leveling and
 DQ3516.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3516.in January 2017.
 DQ3516
 DQ3516.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3516.GEOID18 height accuracy estimate available here.
 DQ3516
 DQ3516.Click photographs - Photos may exist for this station.
 DQ3516
 DQ3516.The dynamic height is computed by dividing the NAVD 88
 DQ3516.geopotential number by the normal gravity value computed on the
 DQ3516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3516.degrees latitude (g = 980.6199 gals.).
 DQ3516
 DQ3516.The modeled gravity was interpolated from observed gravity values.
 DQ3516
 DQ3516;                    North         East    Units  Estimated Accuracy
 DQ3516;SPC AR N     -   139,202.      359,116.      MT  (+/- 10 meters HH2 GPS)
 DQ3516
 DQ3516_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV4972438305(NAD 83)
 DQ3516
 DQ3516                          SUPERSEDED SURVEY CONTROL
 DQ3516
 DQ3516.No superseded survey control is available for this station.
 DQ3516
 DQ3516_MARKER: DD = SURVEY DISK
 DQ3516_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DQ3516_SP_SET: BRIDGE PARAPET WALL
 DQ3516_STAMPING: LEO FRASER 2015
 DQ3516_MARK LOGO: USACE
 DQ3516_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3516_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ3516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3516+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2025
 DQ3516
 DQ3516  HISTORY     - Date     Condition        Report By
 DQ3516  HISTORY     - 2015     MONUMENTED       USACE
 DQ3516  HISTORY     - 20151003 GOOD             ARHD
 DQ3516  HISTORY     - 20250723 GOOD             ARHD
 DQ3516
 DQ3516                          STATION DESCRIPTION
 DQ3516
 DQ3516'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 DQ3516'THE STATION IS LOCATED ABOUT 8.8 MI (14.2 KM) WEST-SOUTHWEST OF
 DQ3516'SHIRLEY, 8.5 MI (13.7 KM) SOUTH-SOUTHEAST OF BOTKINBURG AND IN THE
 DQ3516'TOWN OF CLINTON, AR.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ3516'
 DQ3516'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 95,
 DQ3516'GO NORTH ON HIGHWAY 65 FOR 1.8 MI (2.9 KM) TO THE STATION ON THE
 DQ3516'RIGHT, IN THE SOUTH EAST CORNER OF THE BRIDGE PARAPET WALL.
 DQ3516'
 DQ3516'IT IS 38 FT (11.6 M) NORTHEAST OF HIGHWAY 65 CENTERLINE, 21 FT (6.4 M)
 DQ3516'WEST OF A DRAIN AND 3 FT (0.9 M) NORTH OF THE NORTH EDGE OF A SIDE
 DQ3516'WALK.
 DQ3516
 DQ3516                          STATION RECOVERY (2025)
 DQ3516
 DQ3516'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2025 (WAT)
 DQ3516'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1835 ***********************************************************************
 EJ1835  DESIGNATION -  LEOLA
 EJ1835  PID         -  EJ1835
 EJ1835  STATE/COUNTY-  AR/GRANT
 EJ1835  COUNTRY     -  US
 EJ1835  USGS QUAD   -  LEOLA (2017)
 EJ1835
 EJ1835                         *CURRENT SURVEY CONTROL
 EJ1835  ______________________________________________________________________
 EJ1835* NAD 83(1997) POSITION- 34 09 48.22780(N) 092 34 19.18065(W)   ADJUSTED
 EJ1835* NAVD 88 ORTHO HEIGHT -    95.    (meters)      312.    (feet) SCALED
 EJ1835  ______________________________________________________________________
 EJ1835  GEOID HEIGHT    -        -26.213 (meters)                     GEOID18
 EJ1835  LAPLACE CORR    -          1.09  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1835.GEOID18 height accuracy estimate available here.
 EJ1835
 EJ1835.Click photographs - Photos may exist for this station.
 EJ1835
 EJ1835.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1835
 EJ1835. The following values were computed from the NAD 83(1997) position.
 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  =   0.99960839
 EJ1835
 EJ1835:                Primary Azimuth Mark                     Grid Az
 EJ1835:SPC AR S     -  LEOLA AZ MK                              290 56 11.2
 EJ1835:UTM  15      -  LEOLA AZ MK                              290 22 33.4
 EJ1835
 EJ1835_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT3944980356(NAD 83)
 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
 EJ1835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1835.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1835
 EJ1835_MARKER: DS = TRIANGULATION STATION DISK
 EJ1835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1835_STAMPING: LEOLA 1964
 EJ1835_MARK LOGO: CGS
 EJ1835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1835+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1833 ***********************************************************************
 EJ1833  DESIGNATION -  LEOLA H G TOLER AND SONS TANK
 EJ1833  PID         -  EJ1833
 EJ1833  STATE/COUNTY-  AR/GRANT
 EJ1833  COUNTRY     -  US
 EJ1833  USGS QUAD   -  LEOLA (2017)
 EJ1833
 EJ1833                         *CURRENT SURVEY CONTROL
 EJ1833  ______________________________________________________________________
 EJ1833* NAD 83(1997) POSITION- 34 11 14.91432(N) 092 35 50.61327(W)   ADJUSTED
 EJ1833  ______________________________________________________________________
 EJ1833  GEOID HEIGHT    -        -26.235 (meters)                     GEOID18
 EJ1833  LAPLACE CORR    -          1.17  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1833.GEOID18 height accuracy estimate available here.
 EJ1833
 EJ1833.Click photographs - Photos may exist for this station.
 EJ1833
 EJ1833.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1833
 EJ1833. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT3709883016(NAD 83)
 EJ1833
 EJ1833                          SUPERSEDED SURVEY CONTROL
 EJ1833
 EJ1833  NAD 83(1986)-  34 11 14.92487(N)    092 35 50.60348(W) AD(       ) 3
 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
 EJ1833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1833.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1833
 EJ1833_MARKER: 53 = ELEVATED 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 = MARCH 20, 2026 22:17:28 EDT
 FF1919 ***********************************************************************
 FF1919  DESIGNATION -  LEPANTO
 FF1919  PID         -  FF1919
 FF1919  STATE/COUNTY-  AR/POINSETT
 FF1919  COUNTRY     -  US
 FF1919  USGS QUAD   -  LEPANTO (2017)
 FF1919
 FF1919                         *CURRENT SURVEY CONTROL
 FF1919  ______________________________________________________________________
 FF1919* NAD 83(1997) POSITION- 35 35 51.46400(N) 090 18 17.96798(W)   ADJUSTED
 FF1919* NAVD 88 ORTHO HEIGHT -    68.    (meters)      223.    (feet) SCALED
 FF1919  ______________________________________________________________________
 FF1919  GEOID HEIGHT    -        -27.778 (meters)                     GEOID18
 FF1919  LAPLACE CORR    -         -0.05  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1919.GEOID18 height accuracy estimate available here.
 FF1919
 FF1919.Click photographs - Photos may exist for this station.
 FF1919
 FF1919.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1919
 FF1919. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999368  x   0.99993596  =   0.99992964
 FF1919!UTM  15      -   0.99999368  x   1.00033464  =   1.00032832
 FF1919
 FF1919:                Primary Azimuth Mark                     Grid Az
 FF1919:SPC AR N     -  LEPANTO AZ MK                            176 30 44.7
 FF1919:UTM  15      -  LEPANTO AZ MK                            175 55 45.3
 FF1919
 FF1919_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV4415142664(NAD 83)
 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(1995)-  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
 FF1919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1919.See file dsdata.pdf to determine how the superseded data were derived.
 FF1919
 FF1919_MARKER: DS = TRIANGULATION STATION DISK
 FF1919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1919_STAMPING: LEPANTO 1954
 FF1919_MARK LOGO: CGS
 FF1919_PROJECTION: FLUSH
 FF1919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1919+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1920 ***********************************************************************
 FF1920  DESIGNATION -  LEPANTO FEDERAL COMPRESS N TK
 FF1920  PID         -  FF1920
 FF1920  STATE/COUNTY-  AR/POINSETT
 FF1920  COUNTRY     -  US
 FF1920  USGS QUAD   -  LEPANTO (2017)
 FF1920
 FF1920                         *CURRENT SURVEY CONTROL
 FF1920  ______________________________________________________________________
 FF1920* NAD 83(1997) POSITION- 35 36 21.74312(N) 090 19 49.35559(W)   ADJUSTED
 FF1920  ______________________________________________________________________
 FF1920  GEOID HEIGHT    -        -27.783 (meters)                     GEOID18
 FF1920  LAPLACE CORR    -         -0.15  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1920.GEOID18 height accuracy estimate available here.
 FF1920
 FF1920.Click photographs - Photos may exist for this station.
 FF1920
 FF1920.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1920
 FF1920. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV4182643535(NAD 83)
 FF1920
 FF1920                          SUPERSEDED SURVEY CONTROL
 FF1920
 FF1920  NAD 83(1995)-  35 36 21.74414(N)    090 19 49.35350(W) AD(       ) 3
 FF1920  NAD 83(1986)-  35 36 21.75515(N)    090 19 49.35541(W) AD(       ) 3
 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
 FF1920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1920.See file dsdata.pdf to determine how the superseded data were derived.
 FF1920
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1918 ***********************************************************************
 FF1918  DESIGNATION -  LEPANTO MUNICIPAL TANK
 FF1918  PID         -  FF1918
 FF1918  STATE/COUNTY-  AR/POINSETT
 FF1918  COUNTRY     -  US
 FF1918  USGS QUAD   -  LEPANTO (2017)
 FF1918
 FF1918                         *CURRENT SURVEY CONTROL
 FF1918  ______________________________________________________________________
 FF1918* NAD 83(1997) POSITION- 35 36 28.12953(N) 090 19 56.11263(W)   ADJUSTED
 FF1918  ______________________________________________________________________
 FF1918  GEOID HEIGHT    -        -27.784 (meters)                     GEOID18
 FF1918  LAPLACE CORR    -         -0.16  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1918.GEOID18 height accuracy estimate available here.
 FF1918
 FF1918.Click photographs - Photos may exist for this station.
 FF1918
 FF1918.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1918
 FF1918. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV4165043727(NAD 83)
 FF1918
 FF1918                          SUPERSEDED SURVEY CONTROL
 FF1918
 FF1918  NAD 83(1995)-  35 36 28.13053(N)    090 19 56.11057(W) AD(       ) 3
 FF1918  NAD 83(1986)-  35 36 28.14159(N)    090 19 56.11248(W) AD(       ) 3
 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
 FF1918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1918.See file dsdata.pdf to determine how the superseded data were derived.
 FF1918
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1773 ***********************************************************************
 FG1773  DESIGNATION -  LESLIE
 FG1773  PID         -  FG1773
 FG1773  STATE/COUNTY-  AR/SEARCY
 FG1773  COUNTRY     -  US
 FG1773  USGS QUAD   -  LESLIE (2017)
 FG1773
 FG1773                         *CURRENT SURVEY CONTROL
 FG1773  ______________________________________________________________________
 FG1773* NAD 83(1997) POSITION- 35 47 51.92427(N) 092 33 31.25842(W)   ADJUSTED
 FG1773* NAVD 88 ORTHO HEIGHT -   478.    (meters)     1568.    (feet) SCALED
 FG1773  ______________________________________________________________________
 FG1773  GEOID HEIGHT    -        -27.911 (meters)                     GEOID18
 FG1773  LAPLACE CORR    -          0.55  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1773.GEOID18 height accuracy estimate available here.
 FG1773
 FG1773.Click photographs - Photos may exist for this station.
 FG1773
 FG1773.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1773
 FG1773. The following values were computed from the NAD 83(1997) position.
 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     -   0.99992934  x   0.99994285  =   0.99987220
 FG1773!UTM  15      -   0.99992934  x   0.99961959  =   0.99954896
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV3987661606(NAD 83)
 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
 FG1773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1773.See file dsdata.pdf to determine how the superseded data were derived.
 FG1773
 FG1773_MARKER: DS = TRIANGULATION STATION DISK
 FG1773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1773_STAMPING: LESLIE 1954
 FG1773_MARK LOGO: CGS
 FG1773_PROJECTION: FLUSH
 FG1773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1773+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1412 ***********************************************************************
 DL1412  DESIGNATION -  LESTER
 DL1412  PID         -  DL1412
 DL1412  STATE/COUNTY-  AR/OUACHITA
 DL1412  COUNTRY     -  US
 DL1412  USGS QUAD   -  BRAGG CITY (2017)
 DL1412
 DL1412                         *CURRENT SURVEY CONTROL
 DL1412  ______________________________________________________________________
 DL1412* NAD 83(1997) POSITION- 33 42 51.85888(N) 092 56 38.23312(W)   ADJUSTED
 DL1412* NAVD 88 ORTHO HEIGHT -   103.    (meters)      338.    (feet) SCALED
 DL1412  ______________________________________________________________________
 DL1412  GEOID HEIGHT    -        -26.401 (meters)                     GEOID18
 DL1412  LAPLACE CORR    -          1.00  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1412.GEOID18 height accuracy estimate available here.
 DL1412
 DL1412.Click photographs - Photos may exist for this station.
 DL1412
 DL1412.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1412
 DL1412. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 DL1412:SPC AR S     -  LESTER AZ MK                             083 45 51.0
 DL1412:UTM  15      -  LESTER AZ MK                             083 12 17.0
 DL1412
 DL1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT0519330491(NAD 83)
 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(1993)-  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
 DL1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1412.See file dsdata.pdf to determine how the superseded data were derived.
 DL1412
 DL1412_MARKER: DS = TRIANGULATION STATION DISK
 DL1412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1412_STAMPING: LESTER 1941
 DL1412_MARK LOGO: CGS
 DL1412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1412+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2819 ***********************************************************************
 EH2819  DESIGNATION -  LEVEE
 EH2819  PID         -  EH2819
 EH2819  STATE/COUNTY-  AR/PHILLIPS
 EH2819  COUNTRY     -  US
 EH2819  USGS QUAD   -  WATKINS CORNER (2017)
 EH2819
 EH2819                         *CURRENT SURVEY CONTROL
 EH2819  ______________________________________________________________________
 EH2819* NAD 83(1997) POSITION- 34 24 29.17394(N) 090 56 29.28902(W)   ADJUSTED
 EH2819* NAVD 88 ORTHO HEIGHT -    54.74  (+/-2cm)      179.6   (feet) VERTCON3
 EH2819  ______________________________________________________________________
 EH2819  GEOID HEIGHT    -        -26.916 (meters)                     GEOID18
 EH2819  LAPLACE CORR    -         -1.07  (seconds)                    DEFLEC18
 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
 EH2819.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2819.GEOID18 height accuracy estimate available here.
 EH2819
 EH2819.The vertical order pertains to the NGVD 29 superseded value.
 EH2819
 EH2819.Click photographs - Photos may exist for this station.
 EH2819
 EH2819.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2819
 EH2819. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999563  x   0.99993967  =   0.99993530
 EH2819!UTM  15      -   0.99999563  x   1.00004126  =   1.00003689
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU8920109328(NAD 83)
 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(1993)-  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              54.71   (m)          179.5    (f) LEVELING    3  
 EH2819
 EH2819.Superseded values are not recommended for survey control.
 EH2819
 EH2819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2819.See file dsdata.pdf to determine how the superseded data were derived.
 EH2819
 EH2819_MARKER: DS = TRIANGULATION STATION DISK
 EH2819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2819_STAMPING: LEVEE 1965
 EH2819_MARK LOGO: CGS
 EH2819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2819+STABILITY: SURFACE MOTION
 EH2819_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2819+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2007
 EH2819
 EH2819  HISTORY     - Date     Condition        Report By
 EH2819  HISTORY     - 1965     MONUMENTED       CGS
 EH2819  HISTORY     - 20070831 GOOD             USACE
 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.
 EH2819
 EH2819                          STATION RECOVERY (2007)
 EH2819
 EH2819'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2007 (POP)
 EH2819'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1828 ***********************************************************************
 FF1828  DESIGNATION -  LEVEE
 FF1828  PID         -  FF1828
 FF1828  STATE/COUNTY-  AR/JACKSON
 FF1828  COUNTRY     -  US
 FF1828  USGS QUAD   -  AUGUSTA NE (2017)
 FF1828
 FF1828                         *CURRENT SURVEY CONTROL
 FF1828  ______________________________________________________________________
 FF1828* NAD 83(1997) POSITION- 35 27 09.92085(N) 091 19 30.50104(W)   ADJUSTED
 FF1828* NAVD 88 ORTHO HEIGHT -    64.31  (+/-2cm)      211.0   (feet) VERTCON3
 FF1828  ______________________________________________________________________
 FF1828  GEOID HEIGHT    -        -27.373 (meters)                     GEOID18
 FF1828  LAPLACE CORR    -         -1.37  (seconds)                    DEFLEC18
 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
 FF1828.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1828.GEOID18 height accuracy estimate available here.
 FF1828
 FF1828.The vertical order pertains to the NGVD 29 superseded value.
 FF1828
 FF1828.Click photographs - Photos may exist for this station.
 FF1828
 FF1828.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1828
 FF1828. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999420  x   0.99993855  =   0.99993275
 FF1828!UTM  15      -   0.99999420  x   0.99988470  =   0.99987890
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV5199424542(NAD 83)
 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              64.26   (m)          210.8    (f) LEVELING    3  
 FF1828
 FF1828.Superseded values are not recommended for survey control.
 FF1828
 FF1828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1828.See file dsdata.pdf to determine how the superseded data were derived.
 FF1828
 FF1828_MARKER: DS = TRIANGULATION STATION DISK
 FF1828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1828_STAMPING: LEVEE 1954
 FF1828_MARK LOGO: CGS
 FF1828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1828+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1736 ***********************************************************************
 EJ1736  DESIGNATION -  LEVY ST JOSEPHS ORPHANGE CROSS
 EJ1736  PID         -  EJ1736
 EJ1736  STATE/COUNTY-  AR/PULASKI
 EJ1736  COUNTRY     -  US
 EJ1736  USGS QUAD   -  NORTH LITTLE ROCK (2017)
 EJ1736
 EJ1736                         *CURRENT SURVEY CONTROL
 EJ1736  ______________________________________________________________________
 EJ1736* NAD 83(1997) POSITION- 34 48 59.98195(N) 092 16 17.65057(W)   ADJUSTED
 EJ1736  ______________________________________________________________________
 EJ1736  GEOID HEIGHT    -        -26.847 (meters)                     GEOID18
 EJ1736  LAPLACE CORR    -          0.96  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1736.GEOID18 height accuracy estimate available here.
 EJ1736
 EJ1736.Click photographs - Photos may exist for this station.
 EJ1736
 EJ1736.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1736
 EJ1736. The following values were computed from the NAD 83(1997) position.
 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;UTM  15      - 3,852,953.641   566,619.029   MT  0.99965470   +0 24 57.3
 EJ1736
 EJ1736_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6661952953(NAD 83)
 EJ1736
 EJ1736                          SUPERSEDED SURVEY CONTROL
 EJ1736
 EJ1736  NAD 83(1986)-  34 48 59.99302(N)    092 16 17.63917(W) AD(       ) 3
 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
 EJ1736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1736.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1736
 EJ1736_MARKER: 91 = CHURCH CROSS
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1503 ***********************************************************************
 DL1503  DESIGNATION -  LEWIS
 DL1503  PID         -  DL1503
 DL1503  STATE/COUNTY-  AR/LAFAYETTE
 DL1503  COUNTRY     -  US
 DL1503  USGS QUAD   -  OLD TOWN (2017)
 DL1503
 DL1503                         *CURRENT SURVEY CONTROL
 DL1503  ______________________________________________________________________
 DL1503* NAD 83(1997) POSITION- 33 24 38.41292(N) 093 35 09.74486(W)   ADJUSTED
 DL1503* NAVD 88 ORTHO HEIGHT -   115.54  (+/-2cm)      379.1   (feet) VERTCON3
 DL1503  ______________________________________________________________________
 DL1503  GEOID HEIGHT    -        -26.778 (meters)                     GEOID18
 DL1503  LAPLACE CORR    -          0.95  (seconds)                    DEFLEC18
 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
 DL1503.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1503.GEOID18 height accuracy estimate available here.
 DL1503
 DL1503.The vertical order pertains to the NGVD 29 superseded value.
 DL1503
 DL1503.Click photographs - Photos may exist for this station.
 DL1503
 DL1503.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1503
 DL1503. The following values were computed from the NAD 83(1997) position.
 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     -   0.99998607  x   0.99997730  =   0.99996337
 DL1503!UTM  15      -   0.99998607  x   0.99963661  =   0.99962268
 DL1503
 DL1503:                Primary Azimuth Mark                     Grid Az
 DL1503:SPC AR S     -  LEWIS AZ MK                              332 08 23.3
 DL1503:UTM  15      -  LEWIS AZ MK                              331 34 29.3
 DL1503
 DL1503_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS4550996968(NAD 83)
 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(1993)-  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             115.57   (m)          379.2    (f) LEVELING    3  
 DL1503
 DL1503.Superseded values are not recommended for survey control.
 DL1503
 DL1503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1503.See file dsdata.pdf to determine how the superseded data were derived.
 DL1503
 DL1503_MARKER: DS = TRIANGULATION STATION DISK
 DL1503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1503_STAMPING: LEWIS 1950
 DL1503_MARK LOGO: CGS
 DL1503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1503+STABILITY: SURFACE MOTION
 DL1503
 DL1503  HISTORY     - Date     Condition        Report By
 DL1503  HISTORY     - 1950     MONUMENTED       CGS
 DL1503  HISTORY     - 1951     GOOD             CGS
 DL1503  HISTORY     - 1963     GOOD             CGS
 DL1503  HISTORY     - 20070801 MARK NOT FOUND   ARHD
 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.
 DL1503
 DL1503                          STATION RECOVERY (2007)
 DL1503
 DL1503'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2007 (WDA)
 DL1503'MARK NOT FOUND
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL1504 ***********************************************************************
 DL1504  DESIGNATION -  LEWISVILLE MUNICIPAL TANK
 DL1504  PID         -  DL1504
 DL1504  STATE/COUNTY-  AR/LAFAYETTE
 DL1504  COUNTRY     -  US
 DL1504  USGS QUAD   -  LEWISVILLE (2017)
 DL1504
 DL1504                         *CURRENT SURVEY CONTROL
 DL1504  ______________________________________________________________________
 DL1504* NAD 83(1997) POSITION- 33 21 40.19248(N) 093 34 58.35133(W)   ADJUSTED
 DL1504  ______________________________________________________________________
 DL1504  GEOID HEIGHT    -        -26.727 (meters)                     GEOID18
 DL1504  LAPLACE CORR    -          0.90  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1504.GEOID18 height accuracy estimate available here.
 DL1504
 DL1504.Click photographs - Photos may exist for this station.
 DL1504
 DL1504.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1504
 DL1504. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS4577291478(NAD 83)
 DL1504
 DL1504                          SUPERSEDED SURVEY CONTROL
 DL1504
 DL1504  NAD 83(1993)-  33 21 40.19945(N)    093 34 58.34274(W) AD(       ) 3
 DL1504  NAD 83(1986)-  33 21 40.20363(N)    093 34 58.33945(W) AD(       ) 3
 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
 DL1504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1504.See file dsdata.pdf to determine how the superseded data were derived.
 DL1504
 DL1504_MARKER: 53 = ELEVATED TANK
 DL1504_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1504+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2010
 DL1504
 DL1504  HISTORY     - Date     Condition        Report By
 DL1504  HISTORY     - 1951     FIRST OBSERVED   CGS
 DL1504  HISTORY     - 20101204 GOOD             GEOCAC
 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.
 DL1504
 DL1504                          STATION RECOVERY (2010)
 DL1504
 DL1504'RECOVERY NOTE BY GEOCACHING 2010 (JA)
 DL1504'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1663 ***********************************************************************
 FG1663  DESIGNATION -  LIBERTY
 FG1663  PID         -  FG1663
 FG1663  STATE/COUNTY-  AR/STONE
 FG1663  COUNTRY     -  US
 FG1663  USGS QUAD   -  MOUNTAIN VIEW SW (2017)
 FG1663
 FG1663                         *CURRENT SURVEY CONTROL
 FG1663  ______________________________________________________________________
 FG1663* NAD 83(1997) POSITION- 35 49 07.49938(N) 092 13 52.15743(W)   ADJUSTED
 FG1663* NAVD 88 ORTHO HEIGHT -   470.    (meters)     1542.    (feet) SCALED
 FG1663  ______________________________________________________________________
 FG1663  GEOID HEIGHT    -        -27.659 (meters)                     GEOID18
 FG1663  LAPLACE CORR    -          1.59  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1663.GEOID18 height accuracy estimate available here.
 FG1663
 FG1663.Click photographs - Photos may exist for this station.
 FG1663
 FG1663.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1663
 FG1663. The following values were computed from the NAD 83(1997) position.
 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     -   0.99993056  x   0.99994428  =   0.99987485
 FG1663!UTM  15      -   0.99993056  x   0.99965944  =   0.99959003
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV6945364118(NAD 83)
 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
 FG1663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1663.See file dsdata.pdf to determine how the superseded data were derived.
 FG1663
 FG1663_MARKER: DS = TRIANGULATION STATION DISK
 FG1663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1663_STAMPING: LIBERTY 1954
 FG1663_MARK LOGO: CGS
 FG1663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1663+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1685 ***********************************************************************
 FG1685  DESIGNATION -  LIBERTY
 FG1685  PID         -  FG1685
 FG1685  STATE/COUNTY-  AR/WHITE
 FG1685  COUNTRY     -  US
 FG1685  USGS QUAD   -  ROSE BUD (2017)
 FG1685
 FG1685                         *CURRENT SURVEY CONTROL
 FG1685  ______________________________________________________________________
 FG1685* NAD 83(1997) POSITION- 35 21 01.05607(N) 092 00 33.07248(W)   ADJUSTED
 FG1685* NAVD 88 ORTHO HEIGHT -   263.    (meters)      863.    (feet) SCALED
 FG1685  ______________________________________________________________________
 FG1685  GEOID HEIGHT    -        -27.514 (meters)                     GEOID18
 FG1685  LAPLACE CORR    -          1.22  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1685.GEOID18 height accuracy estimate available here.
 FG1685
 FG1685.Click photographs - Photos may exist for this station.
 FG1685
 FG1685.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1685
 FG1685. The following values were computed from the NAD 83(1997) position.
 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     -   0.99996303  x   0.99994422  =   0.99990725
 FG1685!UTM  15      -   0.99996303  x   0.99969988  =   0.99966292
 FG1685
 FG1685:                Primary Azimuth Mark                     Grid Az
 FG1685:SPC AR N     -  LIBERTY AZ MK                            293 42 04.0
 FG1685:UTM  15      -  LIBERTY AZ MK                            293 07 20.9
 FG1685
 FG1685_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV9002712340(NAD 83)
 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
 FG1685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1685.See file dsdata.pdf to determine how the superseded data were derived.
 FG1685
 FG1685_MARKER: DS = TRIANGULATION STATION DISK
 FG1685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1685_STAMPING: LIBERTY 1962
 FG1685_MARK LOGO: CGS
 FG1685_PROJECTION: FLUSH
 FG1685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1685+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FH0961 ***********************************************************************
 FH0961  DESIGNATION -  LIBERTY
 FH0961  PID         -  FH0961
 FH0961  STATE/COUNTY-  AR/CRAWFORD
 FH0961  COUNTRY     -  US
 FH0961  USGS QUAD   -  NATURAL DAM (2017)
 FH0961
 FH0961                         *CURRENT SURVEY CONTROL
 FH0961  ______________________________________________________________________
 FH0961* NAD 83(1997) POSITION- 35 44 10.48788(N) 094 26 18.50034(W)   ADJUSTED
 FH0961* NAVD 88 ORTHO HEIGHT -   385.    (meters)     1263.    (feet) SCALED
 FH0961  ______________________________________________________________________
 FH0961  GEOID HEIGHT    -        -28.651 (meters)                     GEOID18
 FH0961  LAPLACE CORR    -          0.50  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0961.GEOID18 height accuracy estimate available here.
 FH0961
 FH0961.Click photographs - Photos may exist for this station.
 FH0961
 FH0961.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH0961
 FH0961. The following values were computed from the NAD 83(1997) position.
 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     -   0.99994405  x   0.99993944  =   0.99988349
 FH0961!SPC OK N     -   0.99994405  x   0.99997355  =   0.99991760
 FH0961!UTM  15      -   0.99994405  x   0.99980851  =   0.99975257
 FH0961
 FH0961:                Primary Azimuth Mark                     Grid Az
 FH0961:SPC AR N     -  LOVELL                                   099 42 49.2
 FH0961:SPC OK N     -  LOVELL                                   096 11 34.4
 FH0961:UTM  15      -  LOVELL                                   099 08 06.0
 FH0961
 FH0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV6991955648(NAD 83)
 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(1993)-  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
 FH0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0961.See file dsdata.pdf to determine how the superseded data were derived.
 FH0961
 FH0961_MARKER: DS = TRIANGULATION STATION DISK
 FH0961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0961_STAMPING: LIBERTY 1935
 FH0961_MARK LOGO: CGS
 FH0961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0961+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1478 ***********************************************************************
 FF1478  DESIGNATION -  LICK
 FF1478  PID         -  FF1478
 FF1478  STATE/COUNTY-  AR/LONOKE
 FF1478  COUNTRY     -  US
 FF1478  USGS QUAD   -  BEEBE (2017)
 FF1478
 FF1478                         *CURRENT SURVEY CONTROL
 FF1478  ______________________________________________________________________
 FF1478* NAD 83(1986) POSITION- 35 01 42.     (N) 091 57 01.     (W)   SCALED
 FF1478* NAVD 88 ORTHO HEIGHT -    74.27  (+/-2cm)      243.7   (feet) VERTCON3
 FF1478  ______________________________________________________________________
 FF1478  GEOID HEIGHT    -        -27.287 (meters)                     GEOID18
 FF1478  VERT ORDER      -  ? (See Below)
 FF1478
 FF1478.The horizontal coordinates were scaled from a 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
 FF1478.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1478.GEOID18 height accuracy estimate available here.
 FF1478
 FF1478.The vertical order pertains to the NGVD 29 superseded value.
 FF1478
 FF1478.Click photographs - Photos may exist for this station.
 FF1478
 FF1478;                    North         East    Units  Estimated Accuracy
 FF1478;SPC AR S     -   661,960.      404,540.      MT  (+/- 180 meters Scaled)
 FF1478
 FF1478_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU957766(NAD 83)
 FF1478
 FF1478                          SUPERSEDED SURVEY CONTROL
 FF1478
 FF1478  NGVD 29 (11/26/84)   74.260  (m)          243.63   (f) ADJUSTED       
 FF1478
 FF1478.Superseded values are not recommended for survey control.
 FF1478
 FF1478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1478.See file dsdata.pdf to determine how the superseded data were derived.
 FF1478
 FF1478_MARKER: DD = SURVEY DISK
 FF1478_STAMPING: LICK 1934
 FF1478_MARK LOGO: CGS+SS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1435 ***********************************************************************
 FF1435  DESIGNATION -  LIFE
 FF1435  PID         -  FF1435
 FF1435  STATE/COUNTY-  AR/WHITE
 FF1435  COUNTRY     -  US
 FF1435  USGS QUAD   -  KENSETT (2017)
 FF1435
 FF1435                         *CURRENT SURVEY CONTROL
 FF1435  ______________________________________________________________________
 FF1435* NAD 83(1986) POSITION- 35 11 50.     (N) 091 42 46.     (W)   SCALED
 FF1435* NAVD 88 ORTHO HEIGHT -    67.730 (meters)      222.21  (feet) ADJUSTED
 FF1435  ______________________________________________________________________
 FF1435  GEOID HEIGHT    -        -27.351 (meters)                     GEOID18
 FF1435  DYNAMIC HEIGHT  -         67.669 (meters)      222.01  (feet) COMP
 FF1435  MODELED GRAVITY -    979,730.4   (mgal)                       NAVD 88
 FF1435
 FF1435  VERT ORDER      -  FIRST     CLASS II
 FF1435
 FF1435.The horizontal coordinates were scaled from a map and have
 FF1435.an estimated accuracy of +/- 6 seconds.
 FF1435
 FF1435.The orthometric height was determined by differential leveling and
 FF1435.adjusted by the NATIONAL GEODETIC SURVEY
 FF1435.in June 1991.
 FF1435
 FF1435.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1435.GEOID18 height accuracy estimate available here.
 FF1435
 FF1435.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU171956(NAD 83)
 FF1435
 FF1435                          SUPERSEDED SURVEY CONTROL
 FF1435
 FF1435  NGVD 29 (11/26/84)   67.695  (m)          222.10   (f) ADJUSTED    1 2
 FF1435
 FF1435.Superseded values are not recommended for survey control.
 FF1435
 FF1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1435.See file dsdata.pdf to determine how the superseded data were derived.
 FF1435
 FF1435_MARKER: DD = SURVEY DISK
 FF1435_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF1435_STAMPING: LIFE 1934
 FF1435_MARK LOGO: CGS+SS
 FF1435_PROJECTION: PROJECTING 15 CENTIMETERS
 FF1435_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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, 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 = MARCH 20, 2026 22:17:28 EDT
 GE1032 ***********************************************************************
 GE1032  DESIGNATION -  LIGHT RESET
 GE1032  PID         -  GE1032
 GE1032  STATE/COUNTY-  AR/GREENE
 GE1032  COUNTRY     -  US
 GE1032  USGS QUAD   -  WALCOTT (2017)
 GE1032
 GE1032                         *CURRENT SURVEY CONTROL
 GE1032  ______________________________________________________________________
 GE1032* NAD 83(1997) POSITION- 36 06 22.60329(N) 090 44 33.32337(W)   ADJUSTED
 GE1032* NAVD 88 ORTHO HEIGHT -    80.16  (+/-2cm)      263.0   (feet) VERTCON3
 GE1032  ______________________________________________________________________
 GE1032  GEOID HEIGHT    -        -28.172 (meters)                     GEOID18
 GE1032  LAPLACE CORR    -         -1.15  (seconds)                    DEFLEC18
 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
 GE1032.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE1032.GEOID18 height accuracy estimate available here.
 GE1032
 GE1032.The vertical order pertains to the NGVD 29 superseded value.
 GE1032
 GE1032.Click photographs - Photos may exist for this station.
 GE1032
 GE1032.The Laplace correction was computed from DEFLEC18 derived deflections.
 GE1032
 GE1032. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 GE1032:SPC AR N     -  LIGHT AZ MK                              179 24 06.8
 GE1032:UTM  15      -  LIGHT AZ MK                              178 48 10.3
 GE1032
 GE1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV0319798095(NAD 83)
 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              80.11   (m)          262.8    (f) LEVELING    3  
 GE1032
 GE1032.Superseded values are not recommended for survey control.
 GE1032
 GE1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1032.See file dsdata.pdf to determine how the superseded data were derived.
 GE1032
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2877 ***********************************************************************
 EH2877  DESIGNATION -  LIGON
 EH2877  PID         -  EH2877
 EH2877  STATE/COUNTY-  AR/LEE
 EH2877  COUNTRY     -  US
 EH2877  USGS QUAD   -  AUBREY (2017)
 EH2877
 EH2877                         *CURRENT SURVEY CONTROL
 EH2877  ______________________________________________________________________
 EH2877* NAD 83(1997) POSITION- 34 39 54.46030(N) 090 55 08.43727(W)   ADJUSTED
 EH2877* NAVD 88 ORTHO HEIGHT -    55.37  (+/-2cm)      181.7   (feet) VERTCON3
 EH2877  ______________________________________________________________________
 EH2877  GEOID HEIGHT    -        -26.808 (meters)                     GEOID18
 EH2877  LAPLACE CORR    -         -1.05  (seconds)                    DEFLEC18
 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
 EH2877.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2877.GEOID18 height accuracy estimate available here.
 EH2877
 EH2877.The vertical order pertains to the NGVD 29 superseded value.
 EH2877
 EH2877.Click photographs - Photos may exist for this station.
 EH2877
 EH2877.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2877
 EH2877. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999552  x   0.99997893  =   0.99997445
 EH2877!UTM  15      -   0.99999552  x   1.00004815  =   1.00004367
 EH2877
 EH2877:                Primary Azimuth Mark                     Grid Az
 EH2877:SPC AR S     -  LIGON RM 3 AZIMUTH                       085 23 13.7
 EH2877:UTM  15      -  LIGON RM 3 AZIMUTH                       084 48 29.5
 EH2877
 EH2877_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU9067937878(NAD 83)
 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(1995)-  34 39 54.46499(N)    090 55 08.43575(W) AD(       ) 2
 EH2877  NAD 83(1993)-  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              55.39   (m)          181.7    (f) LEVELING    3  
 EH2877
 EH2877.Superseded values are not recommended for survey control.
 EH2877
 EH2877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2877.See file dsdata.pdf to determine how the superseded data were derived.
 EH2877
 EH2877_MARKER: DS = TRIANGULATION STATION DISK
 EH2877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2877_STAMPING: LIGON 1965
 EH2877_MARK LOGO: CGS
 EH2877_PROJECTION: FLUSH
 EH2877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2877+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DQ3523 ***********************************************************************
 DQ3523  DESIGNATION -  LILA JEAN
 DQ3523  PID         -  DQ3523
 DQ3523  STATE/COUNTY-  AR/VAN BUREN
 DQ3523  COUNTRY     -  US
 DQ3523  USGS QUAD   -  CLINTON (2017)
 DQ3523
 DQ3523                         *CURRENT SURVEY CONTROL
 DQ3523  ______________________________________________________________________
 DQ3523* NAD 83(1986) POSITION- 35 35 34.4    (N) 092 27 17.0    (W)   HD_HELD2
 DQ3523* NAVD 88 ORTHO HEIGHT -   158.506 (meters)      520.03  (feet) ADJUSTED
 DQ3523  ______________________________________________________________________
 DQ3523  GEOID HEIGHT    -        -27.944 (meters)                     GEOID18
 DQ3523  DYNAMIC HEIGHT  -        158.362 (meters)      519.56  (feet) COMP
 DQ3523  MODELED GRAVITY -    979,724.2   (mgal)                       NAVD 88
 DQ3523
 DQ3523  VERT ORDER      -  SECOND    CLASS I
 DQ3523
 DQ3523.The horizontal coordinates were established by autonomous hand held GPS
 DQ3523.observations and have an estimated accuracy of +/- 10 meters.
 DQ3523
 DQ3523.The orthometric height was determined by differential leveling and
 DQ3523.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3523.in January 2017.
 DQ3523
 DQ3523.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3523.GEOID18 height accuracy estimate available here.
 DQ3523
 DQ3523.Click photographs - Photos may exist for this station.
 DQ3523
 DQ3523.The dynamic height is computed by dividing the NAVD 88
 DQ3523.geopotential number by the normal gravity value computed on the
 DQ3523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3523.degrees latitude (g = 980.6199 gals.).
 DQ3523
 DQ3523.The modeled gravity was interpolated from observed gravity values.
 DQ3523
 DQ3523;                    North         East    Units  Estimated Accuracy
 DQ3523;SPC AR N     -   139,832.      358,794.      MT  (+/- 10 meters HH2 GPS)
 DQ3523
 DQ3523_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV4939638932(NAD 83)
 DQ3523
 DQ3523                          SUPERSEDED SURVEY CONTROL
 DQ3523
 DQ3523.No superseded survey control is available for this station.
 DQ3523
 DQ3523_MARKER: DB = BENCH MARK DISK
 DQ3523_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DQ3523_SP_SET: BRIDGE PARAPET WALL
 DQ3523_STAMPING: LILA JEAN 2015
 DQ3523_MARK LOGO: ARHD
 DQ3523_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3523_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ3523_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ3523+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2025
 DQ3523
 DQ3523  HISTORY     - Date     Condition        Report By
 DQ3523  HISTORY     - 20151008 MONUMENTED       ARHD
 DQ3523  HISTORY     - 20190529 GOOD             NGS
 DQ3523  HISTORY     - 20250723 GOOD             ARHD
 DQ3523
 DQ3523                          STATION DESCRIPTION
 DQ3523
 DQ3523'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 DQ3523'THE STATION IS LOCATED ABOUT 8.8 MI (14.2 KM) WEST-SOUTHWEST OF
 DQ3523'SHIRLEY, 8.1 MI (13.0 KM) SOUTH-SOUTHEAST OF BOTKINBURG AND IN THE
 DQ3523'TOWN OF CLINTON, AR.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ3523'
 DQ3523'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 65B,
 DQ3523'GO NORTH ON HIGHWAY 65 FOR 0.2 MI (0.3 KM) TO THE STATION ON THE
 DQ3523'RIGHT, IN THE SOUTHEAST CORNER OF THE TOWN BRANCH BRIDGE PARAPET WALL.
 DQ3523'IT IS 38 FT (11.6 M) EAST OF HIGHWAY 65 CENTERLINE, 20 FT (6.1 M)
 DQ3523'NORTH OF THE END OF THE PARAPET WALL AND 6 FT (1.8 M) EAST OF A
 DQ3523'CONCRETE CURB.
 DQ3523
 DQ3523                          STATION RECOVERY (2019)
 DQ3523
 DQ3523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2019 (BW)
 DQ3523'RECOVERED IN GOOD CONDITION.
 DQ3523
 DQ3523                          STATION RECOVERY (2025)
 DQ3523
 DQ3523'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2025 (WAT)
 DQ3523'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1447 ***********************************************************************
 FF1447  DESIGNATION -  LIMA
 FF1447  PID         -  FF1447
 FF1447  STATE/COUNTY-  AR/WHITE
 FF1447  COUNTRY     -  US
 FF1447  USGS QUAD   -  GARNER (2017)
 FF1447
 FF1447                         *CURRENT SURVEY CONTROL
 FF1447  ______________________________________________________________________
 FF1447* NAD 83(1986) POSITION- 35 08 30.27   (N) 091 47 07.07   (W)   HD_HELD1
 FF1447* NAVD 88 ORTHO HEIGHT -    67.58  (+/-2cm)      221.7   (feet) VERTCON3
 FF1447  ______________________________________________________________________
 FF1447  GEOID HEIGHT    -        -27.346 (meters)                     GEOID18
 FF1447  VERT ORDER      -  ? (See Below)
 FF1447
 FF1447.The horizontal coordinates were determined by differentially corrected
 FF1447.hand held GPS observations or other comparable positioning techniques
 FF1447.and have an estimated accuracy of +/- 3 meters.
 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
 FF1447.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1447.GEOID18 height accuracy estimate available here.
 FF1447
 FF1447.The vertical order pertains to the NGVD 29 superseded value.
 FF1447
 FF1447.Click photographs - Photos may exist for this station.
 FF1447
 FF1447;                    North         East    Units  Estimated Accuracy
 FF1447;SPC AR N     -    89,707.4     419,565.3     MT  (+/- 3 meters HH1 GPS) 
 FF1447
 FF1447_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU1065489437(NAD 83)
 FF1447
 FF1447                          SUPERSEDED SURVEY CONTROL
 FF1447
 FF1447  NGVD 29 (11/26/84)   67.555  (m)          221.64   (f) ADJUSTED       
 FF1447
 FF1447.Superseded values are not recommended for survey control.
 FF1447
 FF1447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1447.See file dsdata.pdf to determine how the superseded data were derived.
 FF1447
 FF1447_MARKER: DD = SURVEY DISK
 FF1447_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF1447_STAMPING: LIMA 1934
 FF1447_MARK LOGO: CGS+SS
 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, 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 = MARCH 20, 2026 22:17:28 EDT
 FG1700 ***********************************************************************
 FG1700  DESIGNATION -  LINDER
 FG1700  PID         -  FG1700
 FG1700  STATE/COUNTY-  AR/FAULKNER
 FG1700  COUNTRY     -  US
 FG1700  USGS QUAD   -  HOLLAND (2017)
 FG1700
 FG1700                         *CURRENT SURVEY CONTROL
 FG1700  ______________________________________________________________________
 FG1700* NAD 83(1997) POSITION- 35 12 18.84739(N) 092 21 43.83792(W)   ADJUSTED
 FG1700* NAVD 88 ORTHO HEIGHT -   166.    (meters)      545.    (feet) SCALED
 FG1700  ______________________________________________________________________
 FG1700  GEOID HEIGHT    -        -27.980 (meters)                     GEOID18
 FG1700  LAPLACE CORR    -          2.39  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1700.GEOID18 height accuracy estimate available here.
 FG1700
 FG1700.Click photographs - Photos may exist for this station.
 FG1700
 FG1700.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1700
 FG1700. The following values were computed from the NAD 83(1997) position.
 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     -   0.99997834  x   0.99995768  =   0.99993602
 FG1700!UTM  15      -   0.99997834  x   0.99964154  =   0.99961988
 FG1700
 FG1700:                Primary Azimuth Mark                     Grid Az
 FG1700:SPC AR N     -  LINDER AZ MK                             283 15 51.4
 FG1700:UTM  15      -  LINDER AZ MK                             282 41 08.9
 FG1700
 FG1700_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5805795989(NAD 83)
 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
 FG1700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1700.See file dsdata.pdf to determine how the superseded data were derived.
 FG1700
 FG1700_MARKER: DS = TRIANGULATION STATION DISK
 FG1700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1700_STAMPING: LINDER 1940
 FG1700_MARK LOGO: CGS
 FG1700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1700+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 AI3581 ***********************************************************************
 AI3581  SACS        -  This is a Secondary Airport Control Station.
 AI3581  DESIGNATION -  LIT A
 AI3581  PID         -  AI3581
 AI3581  STATE/COUNTY-  AR/PULASKI
 AI3581  COUNTRY     -  US
 AI3581  USGS QUAD   -  SWEET HOME (2017)
 AI3581
 AI3581                         *CURRENT SURVEY CONTROL
 AI3581  ______________________________________________________________________
 AI3581* NAD 83(2011) POSITION- 34 43 26.89529(N) 092 13 38.47141(W)   ADJUSTED
 AI3581* NAD 83(2011) ELLIP HT-    48.589 (meters)        (06/27/12)   ADJUSTED
 AI3581* NAD 83(2011) EPOCH   -  2010.00
 AI3581* NAVD 88 ORTHO HEIGHT -    75.21  (meters)      246.8   (feet) GPS OBS
 AI3581  ______________________________________________________________________
 AI3581  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AI3581  GEOID HEIGHT    -        -26.571 (meters)                     GEOID99
 AI3581  GEOID HEIGHT    -        -26.612 (meters)                     GEOID18
 AI3581  NAD 83(2011) X  -   -203,961.204 (meters)                     COMP
 AI3581  NAD 83(2011) Y  - -5,243,994.926 (meters)                     COMP
 AI3581  NAD 83(2011) Z  -  3,612,783.393 (meters)                     COMP
 AI3581  LAPLACE CORR    -         -0.12  (seconds)                    DEFLEC18
 AI3581
 AI3581  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI3581  Standards:
 AI3581         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI3581            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI3581  -------------------------------------------------------------------
 AI3581  NETWORK    0.63   1.65           0.29   0.21   0.84      0.07308921
 AI3581  -------------------------------------------------------------------
 AI3581  Click here for local accuracies and other accuracy information.
 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 June 2012.
 AI3581
 AI3581.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI3581.been affixed to the stable North American tectonic plate. See 
 AI3581.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI3581
 AI3581.The horizontal coordinates are valid at the epoch date displayed above
 AI3581.which is a decimal equivalence of Year/Month/Day.
 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 published vertical control network.
 AI3581
 AI3581.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI3581.GEOID18 height accuracy estimate available here.
 AI3581
 AI3581.Click photographs - Photos may exist 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 DEFLEC18 derived deflections.
 AI3581
 AI3581.The ellipsoidal height was determined by GPS observations
 AI3581.and is referenced to NAD 83.
 AI3581
 AI3581. The following values were computed from the NAD 83(2011) position.
 AI3581
 AI3581;                    North         East     Units Scale Factor Converg.
 AI3581;SPC AR S     -   628,229.029   379,176.140   MT  0.99999079   -0 07 38.1
 AI3581;SPC AR S     - 2,061,114.74  1,244,013.72   sFT  0.99999079   -0 07 38.1
 AI3581;UTM  15      - 3,842,723.379   570,741.865   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  =   0.99965406
 AI3581
 AI3581:                Primary Azimuth Mark                     Grid Az
 AI3581:SPC AR S     -  ADAMS 2                                  011 06 09.1
 AI3581:UTM  15      -  ADAMS 2                                  010 32 06.5
 AI3581
 AI3581_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7074142723(NAD 83)
 AI3581
 AI3581|---------------------------------------------------------------------|
 AI3581| PID    Reference Object                     Distance      Geod. Az  |
 AI3581|                                                           dddmmss.s |
 AI3581| EJ0132 ADAMS 2                             APPROX. 0.6 KM 0105831.0 |
 AI3581|---------------------------------------------------------------------|
 AI3581
 AI3581                          SUPERSEDED SURVEY CONTROL
 AI3581
 AI3581  NAD 83(2007)-  34 43 26.89528(N)    092 13 38.47235(W) AD(2002.00) 0
 AI3581  ELLIP H (02/10/07)   48.609  (m)                       GP(2002.00)    
 AI3581  ELLIP H (12/13/01)   48.620  (m)                       GP(       ) 4 2
 AI3581  NAD 83(1997)-  34 43 26.89517(N)    092 13 38.47247(W) AD(       ) 1
 AI3581  ELLIP H (02/22/00)   48.605  (m)                       GP(       ) 4 2
 AI3581
 AI3581.Superseded values are not recommended for survey control.
 AI3581
 AI3581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI3581.See file dsdata.pdf to determine how the superseded data were derived.
 AI3581
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0130 ***********************************************************************
 EJ0130  SACS        -  This is a Secondary Airport Control Station.
 EJ0130  DESIGNATION -  LIT ARP 2
 EJ0130  PID         -  EJ0130
 EJ0130  STATE/COUNTY-  AR/PULASKI
 EJ0130  COUNTRY     -  US
 EJ0130  USGS QUAD   -  SWEET HOME (2017)
 EJ0130
 EJ0130                         *CURRENT SURVEY CONTROL
 EJ0130  ______________________________________________________________________
 EJ0130* NAD 83(2011) POSITION- 34 43 48.76617(N) 092 13 59.93525(W)   ADJUSTED
 EJ0130* NAD 83(2011) ELLIP HT-    50.894 (meters)        (06/27/12)   ADJUSTED
 EJ0130* NAD 83(2011) EPOCH   -  2010.00
 EJ0130* NAVD 88 ORTHO HEIGHT -    77.509 (meters)      254.29  (feet) ADJUSTED
 EJ0130  ______________________________________________________________________
 EJ0130  GEOID HEIGHT    -        -26.620 (meters)                     GEOID18
 EJ0130  NAD 83(2011) X  -   -204,492.003 (meters)                     COMP
 EJ0130  NAD 83(2011) Y  - -5,243,591.920 (meters)                     COMP
 EJ0130  NAD 83(2011) Z  -  3,613,338.621 (meters)                     COMP
 EJ0130  LAPLACE CORR    -         -0.10  (seconds)                    DEFLEC18
 EJ0130  DYNAMIC HEIGHT  -         77.437 (meters)      254.06  (feet) COMP
 EJ0130  MODELED GRAVITY -    979,706.4   (mgal)                       NAVD 88
 EJ0130
 EJ0130  VERT ORDER      -  SECOND    CLASS 0
 EJ0130
 EJ0130  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 EJ0130  Standards:
 EJ0130         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 EJ0130            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 EJ0130  -------------------------------------------------------------------
 EJ0130  NETWORK    0.62   1.57           0.29   0.20   0.80      0.07840967
 EJ0130  -------------------------------------------------------------------
 EJ0130  Click here for local accuracies and other accuracy information.
 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 June 2012.
 EJ0130
 EJ0130.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 EJ0130.been affixed to the stable North American tectonic plate. See 
 EJ0130.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 EJ0130
 EJ0130.The horizontal coordinates are valid at the epoch date displayed above
 EJ0130.which is a decimal equivalence of Year/Month/Day.
 EJ0130
 EJ0130.The orthometric height was determined by differential leveling and
 EJ0130.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0130.in June 1991.
 EJ0130
 EJ0130.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0130.GEOID18 height accuracy estimate available here.
 EJ0130
 EJ0130.Click photographs - Photos may exist for this station.
 EJ0130
 EJ0130.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EJ0130
 EJ0130.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ0130
 EJ0130.The ellipsoidal height was determined by GPS observations
 EJ0130.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 EJ0130
 EJ0130;                    North         East     Units Scale Factor Converg.
 EJ0130;SPC AR S     -   628,904.211   378,631.586   MT  0.99999207   -0 07 50.1
 EJ0130;SPC AR S     - 2,063,329.90  1,242,227.13   sFT  0.99999207   -0 07 50.1
 EJ0130;UTM  15      - 3,843,392.915   570,190.834   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7019043392(NAD 83)
 EJ0130
 EJ0130                          SUPERSEDED SURVEY CONTROL
 EJ0130
 EJ0130  NAD 83(2007)-  34 43 48.76616(N)    092 13 59.93619(W) AD(2002.00) 0
 EJ0130  ELLIP H (02/10/07)   50.913  (m)                       GP(2002.00)    
 EJ0130  ELLIP H (12/13/01)   50.925  (m)                       GP(       ) 4 2
 EJ0130  NAD 83(1997)-  34 43 48.76620(N)    092 13 59.93641(W) AD(       ) 1
 EJ0130  ELLIP H (02/22/00)   50.909  (m)                       GP(       ) 4 2
 EJ0130  NAVD 88 (02/22/00)   77.52   (m)  GEOID99  model used  GPS OBS        
 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
 EJ0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0130.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0130
 EJ0130_MARKER: DT = TOPOGRAPHIC STATION DISK
 EJ0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0130_STAMPING: ARP 2 1963
 EJ0130_MARK LOGO: CGS
 EJ0130_PROJECTION: FLUSH
 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             NGS
 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 NATIONAL 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 = MARCH 20, 2026 22:17:28 EDT
 FF0607 ***********************************************************************
 FF0607  DESIGNATION -  LITTLE
 FF0607  PID         -  FF0607
 FF0607  STATE/COUNTY-  AR/ST FRANCIS
 FF0607  COUNTRY     -  US
 FF0607  USGS QUAD   -  FORREST CITY (2017)
 FF0607
 FF0607                         *CURRENT SURVEY CONTROL
 FF0607  ______________________________________________________________________
 FF0607* NAD 83(1997) POSITION- 35 00 10.04569(N) 090 46 06.40637(W)   ADJUSTED
 FF0607* NAVD 88 ORTHO HEIGHT -    92.126 (meters)      302.25  (feet) ADJUSTED
 FF0607  ______________________________________________________________________
 FF0607  GEOID HEIGHT    -        -26.900 (meters)                     GEOID18
 FF0607  LAPLACE CORR    -         -0.19  (seconds)                    DEFLEC18
 FF0607  DYNAMIC HEIGHT  -         92.042 (meters)      301.97  (feet) COMP
 FF0607  MODELED GRAVITY -    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 and
 FF0607.adjusted by the NATIONAL GEODETIC SURVEY
 FF0607.in June 1991.
 FF0607
 FF0607.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0607.GEOID18 height accuracy estimate available here.
 FF0607
 FF0607.Click photographs - Photos may exist for this station.
 FF0607
 FF0607.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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     -   0.99998976  x   0.99998707  =   0.99997683
 FF0607!SPC AR S     -   0.99998976  x   1.00006120  =   1.00005096
 FF0607!UTM  15      -   0.99998976  x   1.00011114  =   1.00010090
 FF0607
 FF0607:                Primary Azimuth Mark                     Grid Az
 FF0607:SPC AR N     -  FORREST                                  324 49 23.7
 FF0607:SPC AR S     -  FORREST                                  324 51 02.2
 FF0607:UTM  15      -  FORREST                                  324 15 33.8
 FF0607
 FF0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU0364375628(NAD 83)
 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(1995)-  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  USSD        -  35 00 09.89800(N)    090 46 05.76000(W) AD(       ) 3
 FF0607  NGVD 29              92.11   (m)          302.2    (f) LEVELING    3  
 FF0607  NGVD 29 (11/26/84)   92.109  (m)          302.19   (f) ADJUSTED    1 2
 FF0607
 FF0607.Superseded values are not recommended for survey control.
 FF0607
 FF0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0607.See file dsdata.pdf to determine how the superseded data were derived.
 FF0607
 FF0607_MARKER: DS = TRIANGULATION STATION DISK
 FF0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0607_STAMPING: LITTLE 1916 1920 BM
 FF0607_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1895 ***********************************************************************
 FF1895  DESIGNATION -  LITTLE
 FF1895  PID         -  FF1895
 FF1895  STATE/COUNTY-  AR/MISSISSIPPI
 FF1895  COUNTRY     -  US
 FF1895  USGS QUAD   -  MANILA SOUTH (2017)
 FF1895
 FF1895                         *CURRENT SURVEY CONTROL
 FF1895  ______________________________________________________________________
 FF1895* NAD 83(1997) POSITION- 35 45 26.71595(N) 090 08 32.96174(W)   ADJUSTED
 FF1895* NAVD 88 ORTHO HEIGHT -    69.    (meters)      226.    (feet) SCALED
 FF1895  ______________________________________________________________________
 FF1895  GEOID HEIGHT    -        -27.818 (meters)                     GEOID18
 FF1895  LAPLACE CORR    -          0.65  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1895.GEOID18 height accuracy estimate available here.
 FF1895
 FF1895.Click photographs - Photos may exist for this station.
 FF1895
 FF1895.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1895
 FF1895. The following values were computed from the NAD 83(1997) position.
 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     -  LITTLE AZ MK                             166 08 02.6
 FF1895:UTM  15      -  LITTLE AZ MK                             165 32 39.2
 FF1895
 FF1895_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV5836160810(NAD 83)
 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(1995)-  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
 FF1895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1895.See file dsdata.pdf to determine how the superseded data were derived.
 FF1895
 FF1895_MARKER: DS = TRIANGULATION STATION DISK
 FF1895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1895_STAMPING: LITTLE 1954
 FF1895_MARK LOGO: CGS
 FF1895_PROJECTION: FLUSH
 FF1895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1895+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0608 ***********************************************************************
 FF0608  DESIGNATION -  LITTLE RM 1
 FF0608  PID         -  FF0608
 FF0608  STATE/COUNTY-  AR/ST FRANCIS
 FF0608  COUNTRY     -  US
 FF0608  USGS QUAD   -  FORREST CITY (2017)
 FF0608
 FF0608                         *CURRENT SURVEY CONTROL
 FF0608  ______________________________________________________________________
 FF0608* NAD 83(1986) POSITION- 35 00 09.95   (N) 090 46 04.78   (W)   HD_HELD1
 FF0608* NAVD 88 ORTHO HEIGHT -    91.535 (meters)      300.31  (feet) ADJUSTED
 FF0608  ______________________________________________________________________
 FF0608  GEOID HEIGHT    -        -26.900 (meters)                     GEOID18
 FF0608  DYNAMIC HEIGHT  -         91.452 (meters)      300.04  (feet) COMP
 FF0608  MODELED GRAVITY -    979,721.9   (mgal)                       NAVD 88
 FF0608
 FF0608  VERT ORDER      -  FIRST     CLASS II
 FF0608
 FF0608.The horizontal coordinates were determined by differentially corrected
 FF0608.hand held GPS observations or other comparable positioning techniques
 FF0608.and have an estimated accuracy of +/- 3 meters.
 FF0608
 FF0608.The orthometric height was determined by differential leveling and
 FF0608.adjusted by the NATIONAL GEODETIC SURVEY
 FF0608.in June 1991.
 FF0608
 FF0608.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0608.GEOID18 height accuracy estimate available here.
 FF0608
 FF0608.Click photographs - Photos may exist for this station.
 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     -    74,971.6     512,459.4     MT  (+/- 3 meters HH1 GPS) 
 FF0608
 FF0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU0368575625(NAD 83)
 FF0608
 FF0608                          SUPERSEDED SURVEY CONTROL
 FF0608
 FF0608  NGVD 29 (11/26/84)   91.518  (m)          300.26   (f) ADJUSTED    1 2
 FF0608
 FF0608.Superseded values are not recommended for survey control.
 FF0608
 FF0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0608.See file dsdata.pdf to determine how the superseded data were derived.
 FF0608
 FF0608_MARKER: DR = REFERENCE MARK DISK
 FF0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0608_STAMPING: LITTLE RM 1 1916 1920 BM
 FF0608_MARK LOGO: CGS
 FF0608_PROJECTION: RECESSED 3 CENTIMETERS
 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 EAST FROM FORREST CITY ALONG THE CHICAGO, ROCK ISLAND AND
 FF0608'PACIFIC RAILROAD FROM THE STATION, ABOUT 0.3 MILE SOUTHEAST OF MILE
 FF0608'POLE 44, 28.8 FEET NORTH-NORTHEAST OF NEAR RAIL AND ON THE INSIDE OF A
 FF0608'CURVE IN TRACK, 61 1/2 FEET NORTH AND ACROSS TRACK FROM THE 24TH
 FF0608'TELEPHONE POLE WEST OF MILE POLE 43, 135.8 FEET EAST AND ACROSS TRACK
 FF0608'FROM THE STATION MARK, 76 FEET NORTH-NORTHWEST AND ACROSS TRACK FROM
 FF0608'RM NO. 2, 2 1/2 FEET SOUTH OF THE TOP OF A HIGH BANK, 108 FEET
 FF0608'WEST-SOUTHWEST OF TELEPHONE POLE NO. 1900, 2 FEET NORTH OF A WHITE
 FF0608'WOODEN WITNESS POST, ABOUT LEVEL WITH TRACK AND SET IN THE TOP OF A
 FF0608'CONRETE POST ABOUT 1 INCH UNDERGROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0609 ***********************************************************************
 FF0609  DESIGNATION -  LITTLE RM 2
 FF0609  PID         -  FF0609
 FF0609  STATE/COUNTY-  AR/ST FRANCIS
 FF0609  COUNTRY     -  US
 FF0609  USGS QUAD   -  FORREST CITY (2017)
 FF0609
 FF0609                         *CURRENT SURVEY CONTROL
 FF0609  ______________________________________________________________________
 FF0609* NAD 83(1986) POSITION- 35 00 09.20   (N) 090 46 04.79   (W)   HD_HELD1
 FF0609* NAVD 88 ORTHO HEIGHT -    91.684 (meters)      300.80  (feet) ADJUSTED
 FF0609  ______________________________________________________________________
 FF0609  GEOID HEIGHT    -        -26.900 (meters)                     GEOID18
 FF0609  DYNAMIC HEIGHT  -         91.600 (meters)      300.52  (feet) COMP
 FF0609  MODELED GRAVITY -    979,721.9   (mgal)                       NAVD 88
 FF0609
 FF0609  VERT ORDER      -  FIRST     CLASS II
 FF0609
 FF0609.The horizontal coordinates were determined by differentially corrected
 FF0609.hand held GPS observations or other comparable positioning techniques
 FF0609.and have an estimated accuracy of +/- 3 meters.
 FF0609
 FF0609.The orthometric height was determined by differential leveling and
 FF0609.adjusted by the NATIONAL GEODETIC SURVEY
 FF0609.in June 1991.
 FF0609
 FF0609.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0609.GEOID18 height accuracy estimate available here.
 FF0609
 FF0609.Click photographs - Photos may exist for this station.
 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     -    74,948.5     512,459.4     MT  (+/- 3 meters HH1 GPS) 
 FF0609
 FF0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU0368575602(NAD 83)
 FF0609
 FF0609                          SUPERSEDED SURVEY CONTROL
 FF0609
 FF0609  NGVD 29 (11/26/84)   91.666  (m)          300.74   (f) ADJUSTED    1 2
 FF0609
 FF0609.Superseded values are not recommended for survey control.
 FF0609
 FF0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0609.See file dsdata.pdf to determine how the superseded data were derived.
 FF0609
 FF0609_MARKER: DR = REFERENCE MARK DISK
 FF0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0609_STAMPING: LITTLE RM 2 1916 1920
 FF0609_MARK LOGO: CGS
 FF0609_PROJECTION: PROJECTING 5 CENTIMETERS
 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 EAST FROM FORREST CITY ALONG THE CHICAGO, ROCK ISLAND AND
 FF0609'PACIFIC RAILROAD FROM THE STATION, ABOUT 0.3 MILE SOUTHEAST OF MILE
 FF0609'POLE 44, 33.3 FEET SOUTH-SOUTHWEST OF NEAR RAIL AND ON THE OUTSIDE OF
 FF0609'A CURVE IN TRACK, ACROSS TRACK FROM A POINT BETWEEN TELEPHONE POLES
 FF0609'NO. 1900 AND 1901, 24 FEET SOUTHEAST OF THE 24TH TELEPHONE POLE WEST
 FF0609'OF MILE POLE 43, 159.6 FEET SOUTHEAST OF THE STATION MARK, ABOUT 1
 FF0609'FOOT BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST
 FF0609'PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0606 ***********************************************************************
 FF0606  DESIGNATION -  LITTLE RM 3
 FF0606  PID         -  FF0606
 FF0606  STATE/COUNTY-  AR/ST FRANCIS
 FF0606  COUNTRY     -  US
 FF0606  USGS QUAD   -  FORREST CITY (2017)
 FF0606
 FF0606                         *CURRENT SURVEY CONTROL
 FF0606  ______________________________________________________________________
 FF0606* NAD 83(1986) POSITION- 35 00 10.42   (N) 090 46 07.00   (W)   HD_HELD1
 FF0606* NAVD 88 ORTHO HEIGHT -    92.160 (meters)      302.36  (feet) ADJUSTED
 FF0606  ______________________________________________________________________
 FF0606  GEOID HEIGHT    -        -26.900 (meters)                     GEOID18
 FF0606  DYNAMIC HEIGHT  -         92.075 (meters)      302.08  (feet) COMP
 FF0606  MODELED GRAVITY -    979,721.9   (mgal)                       NAVD 88
 FF0606
 FF0606  VERT ORDER      -  FIRST     CLASS II
 FF0606
 FF0606.The horizontal coordinates were determined by differentially corrected
 FF0606.hand held GPS observations or other comparable positioning techniques
 FF0606.and have an estimated accuracy of +/- 3 meters.
 FF0606
 FF0606.The orthometric height was determined by differential leveling and
 FF0606.adjusted by the NATIONAL GEODETIC SURVEY
 FF0606.in June 1991.
 FF0606
 FF0606.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0606.GEOID18 height accuracy estimate available here.
 FF0606
 FF0606.Click photographs - Photos may exist for this station.
 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     -    74,985.4     512,402.9     MT  (+/- 3 meters HH1 GPS) 
 FF0606
 FF0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU0362875639(NAD 83)
 FF0606
 FF0606                          SUPERSEDED SURVEY CONTROL
 FF0606
 FF0606  NGVD 29 (11/26/84)   92.142  (m)          302.30   (f) ADJUSTED    1 2
 FF0606
 FF0606.Superseded values are not recommended for survey control.
 FF0606
 FF0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0606.See file dsdata.pdf to determine how the superseded data were derived.
 FF0606
 FF0606_MARKER: DR = REFERENCE MARK DISK
 FF0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0606_STAMPING: LITTLE RM 3 1916 1920
 FF0606_MARK LOGO: CGS
 FF0606_PROJECTION: PROJECTING 5 CENTIMETERS
 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 EAST FROM FORREST CITY ALONG THE CHICAGO, ROCK ISLAND AND
 FF0606'PACIFIC RAILROAD FROM THE STATION, ABOUT 0.3 MILE SOUTHEAST OF MILE
 FF0606'POLE 44, 24.8 FEET SOUTH-SOUTHWEST OF NEAR RAIL OF TRACK AND ON THE
 FF0606'OUTSIDE OF A CURVE IN TRACK, 63 FEET WEST-NORTHWEST OF THE 25TH
 FF0606'TELEPHONE POLE WEST OF MILE POLE 43, 66 FEET EAST-SOUTHEAST OF THE
 FF0606'26TH TELEPHONE POLE WEST OF MILE POLE 43, 61.8 FEET WEST-NORTHWEST OF
 FF0606'STATION MARK, ABOUT 1 FOOT BELOW LEVEL OF TRACK AND SET IN THE TOP OF
 FF0606'A CONCRETE POST PROJECTING 2 INCHES.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GE0285 ***********************************************************************
 GE0285  DESIGNATION -  LITTLE ROCK
 GE0285  PID         -  GE0285
 GE0285  STATE/COUNTY-  AR/RANDOLPH
 GE0285  COUNTRY     -  US
 GE0285  USGS QUAD   -  POCAHONTAS (2017)
 GE0285
 GE0285                         *CURRENT SURVEY CONTROL
 GE0285  ______________________________________________________________________
 GE0285* NAD 83(1986) POSITION- 36 15 37.     (N) 090 58 17.     (W)   SCALED
 GE0285* NAVD 88 ORTHO HEIGHT -    94.570 (meters)      310.27  (feet) ADJUSTED
 GE0285  ______________________________________________________________________
 GE0285  GEOID HEIGHT    -        -28.302 (meters)                     GEOID18
 GE0285  DYNAMIC HEIGHT  -         94.493 (meters)      310.02  (feet) COMP
 GE0285  MODELED GRAVITY -    979,819.0   (mgal)                       NAVD 88
 GE0285
 GE0285  VERT ORDER      -  FIRST     CLASS II
 GE0285
 GE0285.The horizontal coordinates were scaled from a map and have
 GE0285.an estimated accuracy of +/- 6 seconds.
 GE0285
 GE0285.The orthometric height was determined by differential leveling and
 GE0285.adjusted by the NATIONAL GEODETIC SURVEY
 GE0285.in June 1991.
 GE0285
 GE0285.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0285.GEOID18 height accuracy estimate available here.
 GE0285
 GE0285.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA822147(NAD 83)
 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
 GE0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0285.See file dsdata.pdf to determine how the superseded data were derived.
 GE0285
 GE0285_MARKER: P = PIPE CAP
 GE0285_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GE0285_STAMPING: LITTLE ROCK
 GE0285_MARK LOGO: USACE
 GE0285_MAGNETIC: P = MARKER IS A STEEL PIPE
 GE0285_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0285
 GE0285  HISTORY     - Date     Condition        Report By
 GE0285  HISTORY     - UNK      MONUMENTED       USACE
 GE0285  HISTORY     - 1934     GOOD             CGS
 GE0285  HISTORY     - 20020912 MARK NOT FOUND   USACE
 GE0285
 GE0285                          STATION DESCRIPTION
 GE0285
 GE0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1580 ***********************************************************************
 FF1580  DESIGNATION -  LITTLE ROCK
 FF1580  PID         -  FF1580
 FF1580  STATE/COUNTY-  AR/IZARD
 FF1580  COUNTRY     -  US
 FF1580  USGS QUAD   -  MOUNT PLEASANT (2017)
 FF1580
 FF1580                         *CURRENT SURVEY CONTROL
 FF1580  ______________________________________________________________________
 FF1580* NAD 83(1986) POSITION- 35 52 58.     (N) 091 51 43.     (W)   SCALED
 FF1580* NAVD 88 ORTHO HEIGHT -    91.741 (meters)      300.99  (feet) ADJUSTED
 FF1580  ______________________________________________________________________
 FF1580  GEOID HEIGHT    -        -27.694 (meters)                     GEOID18
 FF1580  DYNAMIC HEIGHT  -         91.662 (meters)      300.73  (feet) COMP
 FF1580  MODELED GRAVITY -    979,777.6   (mgal)                       NAVD 88
 FF1580
 FF1580  VERT ORDER      -  SECOND    CLASS I
 FF1580
 FF1580.The horizontal coordinates were scaled from a map and have
 FF1580.an estimated accuracy of +/- 6 seconds.
 FF1580
 FF1580.The orthometric height was determined by differential leveling and
 FF1580.adjusted by the NATIONAL GEODETIC SURVEY
 FF1580.in June 1991.
 FF1580
 FF1580.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1580.GEOID18 height accuracy estimate available here.
 FF1580
 FF1580.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV027715(NAD 83)
 FF1580
 FF1580                          SUPERSEDED SURVEY CONTROL
 FF1580
 FF1580  NGVD 29 (11/26/84)   91.653  (m)          300.70   (f) ADJUSTED    2 0
 FF1580
 FF1580.Superseded values are not recommended for survey control.
 FF1580
 FF1580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1580.See file dsdata.pdf to determine how the superseded data were derived.
 FF1580
 FF1580_MARKER: P = PIPE CAP
 FF1580_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF1580_STAMPING: LITTLE ROCK
 FF1580_MARK LOGO: USACE
 FF1580_MAGNETIC: P = MARKER IS A STEEL PIPE
 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 22, 2015
 FF1580
 FF1580  HISTORY     - Date     Condition        Report By
 FF1580  HISTORY     - UNK      MONUMENTED       USACE
 FF1580  HISTORY     - 1934     GOOD             CGS
 FF1580  HISTORY     - 20060418 GOOD             ARHD
 FF1580  HISTORY     - 20150422 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 DEPARTMENT OF TRANSPORTATION 2006 (VJB)
 FF1580'RECOVERED IN GOOD CONDITION.
 FF1580
 FF1580                          STATION RECOVERY (2015)
 FF1580
 FF1580'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 FF1580'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1718 ***********************************************************************
 EJ1718  DESIGNATION -  LITTLE ROCK A STATION
 EJ1718  PID         -  EJ1718
 EJ1718  STATE/COUNTY-  AR/PULASKI
 EJ1718  COUNTRY     -  US
 EJ1718  USGS QUAD   -  LITTLE ROCK (2017)
 EJ1718
 EJ1718                         *CURRENT SURVEY CONTROL
 EJ1718  ______________________________________________________________________
 EJ1718* NAD 83(1997) POSITION- 34 44 47.28143(N) 092 17 17.15590(W)   ADJUSTED
 EJ1718* NAVD 88 ORTHO HEIGHT -   102.    (meters)      335.    (feet) SCALED
 EJ1718  ______________________________________________________________________
 EJ1718  GEOID HEIGHT    -        -26.647 (meters)                     GEOID18
 EJ1718  LAPLACE CORR    -         -0.07  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1718.GEOID18 height accuracy estimate available here.
 EJ1718
 EJ1718.Click photographs - Photos may exist for this station.
 EJ1718
 EJ1718.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1718
 EJ1718. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 EJ1718:SPC AR S     -  LITTLE ROCK CATHOLIC CATHEDRAL           107 25 40.5
 EJ1718:UTM  15      -  LITTLE ROCK CATHOLIC CATHEDRAL           106 51 39.3
 EJ1718
 EJ1718_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6516245158(NAD 83)
 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
 EJ1718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1718.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1718
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0131 ***********************************************************************
 EJ0131  DESIGNATION -  LITTLE ROCK ADAMS FLD ARP
 EJ0131  PID         -  EJ0131
 EJ0131  STATE/COUNTY-  AR/PULASKI
 EJ0131  COUNTRY     -  US
 EJ0131  USGS QUAD   -  SWEET HOME (2017)
 EJ0131
 EJ0131                         *CURRENT SURVEY CONTROL
 EJ0131  ______________________________________________________________________
 EJ0131* NAD 83(1986) POSITION- 34 43 53.     (N) 092 13 58.     (W)   SCALED
 EJ0131* NAVD 88 ORTHO HEIGHT -    77.942 (meters)      255.71  (feet) ADJUSTED
 EJ0131  ______________________________________________________________________
 EJ0131  GEOID HEIGHT    -        -26.622 (meters)                     GEOID18
 EJ0131  DYNAMIC HEIGHT  -         77.870 (meters)      255.48  (feet) COMP
 EJ0131  MODELED GRAVITY -    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 map and have
 EJ0131.an estimated accuracy of +/- 6 seconds.
 EJ0131
 EJ0131.The orthometric height was determined by differential leveling and
 EJ0131.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0131.in June 1991.
 EJ0131
 EJ0131.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0131.GEOID18 height accuracy estimate available here.
 EJ0131
 EJ0131.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU702435(NAD 83)
 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
 EJ0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0131.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0131
 EJ0131_MARKER: DT = TOPOGRAPHIC STATION DISK
 EJ0131_SETTING: 7 = 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             NGS
 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 NATIONAL 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1713 ***********************************************************************
 EJ1713  DESIGNATION -  LITTLE ROCK CAPITOL DOME
 EJ1713  PID         -  EJ1713
 EJ1713  STATE/COUNTY-  AR/PULASKI
 EJ1713  COUNTRY     -  US
 EJ1713  USGS QUAD   -  LITTLE ROCK (2017)
 EJ1713
 EJ1713                         *CURRENT SURVEY CONTROL
 EJ1713  ______________________________________________________________________
 EJ1713* NAD 83(1997) POSITION- 34 44 47.75373(N) 092 17 20.77074(W)   ADJUSTED
 EJ1713  ______________________________________________________________________
 EJ1713  GEOID HEIGHT    -        -26.647 (meters)                     GEOID18
 EJ1713  LAPLACE CORR    -         -0.07  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1713.GEOID18 height accuracy estimate available here.
 EJ1713
 EJ1713.Click photographs - Photos may exist for this station.
 EJ1713
 EJ1713.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1713
 EJ1713. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6507045172(NAD 83)
 EJ1713
 EJ1713                          SUPERSEDED SURVEY CONTROL
 EJ1713
 EJ1713  NAD 83(1986)-  34 44 47.76483(N)    092 17 20.75949(W) AD(       ) 3
 EJ1713  NAD 27      -  34 44 47.43337(N)    092 17 20.21427(W) AD(       ) 3
 EJ1713  USSD        -  34 44 47.59200(N)    092 17 19.90000(W) AD(       ) 3
 EJ1713
 EJ1713.Superseded values are not recommended for survey control.
 EJ1713
 EJ1713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1713.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1713
 EJ1713_MARKER: 87 = DOME
 EJ1713_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EJ1713+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2013
 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  HISTORY     - 20081220 GOOD             GEOCAC
 EJ1713  HISTORY     - 20130615 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 THE BALL ON
 EJ1713'TOP OF THE CAPITOL DOME.  THIS IS A GOLD-COLORED BALL ON A VERTICAL
 EJ1713'SHAFT OR FINIAL EXTENDING UPWARD FROM THE CENTER OF THE CAPITOL DOME.
 EJ1713'IT IS LOCATED NEAR THE 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.
 EJ1713
 EJ1713                          STATION RECOVERY (2008)
 EJ1713
 EJ1713'RECOVERY NOTE BY GEOCACHING 2008 (LPC)
 EJ1713'RECOVERED IN GOOD CONDITION.
 EJ1713
 EJ1713                          STATION RECOVERY (2013)
 EJ1713
 EJ1713'RECOVERY NOTE BY GEOCACHING 2013 (RFC)
 EJ1713'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1704 ***********************************************************************
 EJ1704  DESIGNATION -  LITTLE ROCK CATHOLIC CATHEDRAL
 EJ1704  PID         -  EJ1704
 EJ1704  STATE/COUNTY-  AR/PULASKI
 EJ1704  COUNTRY     -  US
 EJ1704  USGS QUAD   -  LITTLE ROCK (2017)
 EJ1704
 EJ1704                         *CURRENT SURVEY CONTROL
 EJ1704  ______________________________________________________________________
 EJ1704* NAD 83(1997) POSITION- 34 44 32.86752(N) 092 16 20.99197(W)   ADJUSTED
 EJ1704  ______________________________________________________________________
 EJ1704  GEOID HEIGHT    -        -26.638 (meters)                     GEOID18
 EJ1704  LAPLACE CORR    -         -0.15  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1704.GEOID18 height accuracy estimate available here.
 EJ1704
 EJ1704.Click photographs - Photos may exist for this station.
 EJ1704
 EJ1704.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1704
 EJ1704. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6659344724(NAD 83)
 EJ1704
 EJ1704                          SUPERSEDED SURVEY CONTROL
 EJ1704
 EJ1704  NAD 83(1986)-  34 44 32.87803(N)    092 16 20.98083(W) AD(       ) 3
 EJ1704  NAD 27      -  34 44 32.54800(N)    092 16 20.43800(W) AD(       ) 3
 EJ1704  USSD        -  34 44 32.70600(N)    092 16 20.12600(W) AD(       ) 3
 EJ1704
 EJ1704.Superseded values are not recommended for survey control.
 EJ1704
 EJ1704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1704.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1704
 EJ1704_MARKER: 91 = CHURCH CROSS
 EJ1704_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EJ1704+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2010
 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  HISTORY     - 20100530 GOOD             GEOCAC
 EJ1704
 EJ1704                          STATION DESCRIPTION
 EJ1704
 EJ1704'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1935
 EJ1704'STATION POINT HAS NOT BEEN DISTURBED.  ORIGINAL DESCRIPTION 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.
 EJ1704
 EJ1704                          STATION RECOVERY (2010)
 EJ1704
 EJ1704'RECOVERY NOTE BY GEOCACHING 2010 (LPC)
 EJ1704'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 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  COUNTRY     -  US
 DH7107  USGS QUAD   -  ALEXANDER (2017)
 DH7107
 DH7107                         *CURRENT SURVEY CONTROL
 DH7107  ______________________________________________________________________
 DH7107* NAD 83(2011) POSITION- 34 40 21.44376(N) 092 22 57.18150(W)   ADJUSTED
 DH7107* NAD 83(2011) ELLIP HT-    74.406 (meters)        (04/??/25)   ADJUSTED
 DH7107* NAD 83(2011) EPOCH   -  2010.00
 DH7107* NAVD 88 ORTHO HEIGHT -   100.898 (meters)      331.03  (feet) ADJUSTED
 DH7107  ______________________________________________________________________
 DH7107  GEOID HEIGHT    -        -26.491 (meters)                     GEOID18
 DH7107  NAD 83(2011) X  -   -218,300.984 (meters)                     COMP
 DH7107  NAD 83(2011) Y  - -5,246,694.799 (meters)                     COMP
 DH7107  NAD 83(2011) Z  -  3,608,099.610 (meters)                     COMP
 DH7107  VERT ORDER      -  FIRST     CLASS II
 DH7107
 DH7107  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH7107  Standards:
 DH7107         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH7107            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH7107  -------------------------------------------------------------------
 DH7107  NETWORK    0.17   0.22           0.07   0.07   0.11     -0.40543700
 DH7107  -------------------------------------------------------------------
 DH7107
 DH7107.The coordinates were established by GPS observations
 DH7107.and adjusted by the National Geodetic Survey in April 2025.
 DH7107
 DH7107.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH7107.been affixed to the stable North American Tectonic Plate. 
 DH7107
 DH7107.The coordinates are valid at the epoch date displayed above
 DH7107.which is a decimal equivalence of Year/Month/Day.
 DH7107
 DH7107.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DH7107.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DH7107.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DH7107.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DH7107.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DH7107.published epoch of 2010.00.
 DH7107
 DH7107.Additional information on MYCS is available at:
 DH7107.https://geodesy.noaa.gov/CORS/index.shtml
 DH7107
 DH7107.The orthometric height was determined by differential leveling and
 DH7107.adjusted by the NATIONAL GEODETIC SURVEY
 DH7107.in April 2014.
 DH7107
 DH7107.No vertical observational check was made to the station.
 DH7107
 DH7107.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH7107.GEOID18 height accuracy estimate available here.
 DH7107
 DH7107.The PID for the CORS L1 Phase Center is DQ6778.
 DH7107
 DH7107.Click photographs - Photos may exist for this station.
 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 following values were computed from the NAD 83(2011) position.
 DH7107
 DH7107;                    North         East     Units Scale Factor Converg.
 DH7107;SPC AR S     -   622,556.753   364,939.924   MT  0.99998038   -0 12 50.8
 DH7107;SPC AR S     - 2,042,504.95  1,197,307.07   sFT  0.99998038   -0 12 50.8
 DH7107;UTM  15      - 3,836,912.609   556,567.169   MT  0.99963944   +0 21 04.6
 DH7107
 DH7107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7107!SPC AR S     -   0.99998832  x   0.99998038  =   0.99996870
 DH7107!UTM  15      -   0.99998832  x   0.99963944  =   0.99962776
 DH7107
 DH7107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5656736912(NAD 83)
 DH7107
 DH7107                          SUPERSEDED SURVEY CONTROL
 DH7107
 DH7107  NAD 83(2011)-  34 40 21.44393(N)    092 22 57.18150(W) AD(2010.00) c
 DH7107  ELLIP H (07/??/22)   74.419  (m)                       GP(2010.00) c c
 DH7107  NAD 83(2011)-  34 40 21.44392(N)    092 22 57.18151(W) AD(2010.00) c
 DH7107  ELLIP H (06/??/19)   74.409  (m)                       GP(2010.00) c c
 DH7107  NAD 83(2011)-  34 40 21.44380(N)    092 22 57.18150(W) AD(2010.00) c
 DH7107  NAD 83(2011)-  34 40 21.44390(N)    092 22 57.18143(W) AD(2010.00) c
 DH7107  ELLIP H (08/??/11)   74.398  (m)                       GP(2010.00) c c
 DH7107  NAD 83(CORS)-  34 40 21.44379(N)    092 22 57.18174(W) AD(2002.00) c
 DH7107  ELLIP H (11/??/05)   74.408  (m)                       GP(2002.00) c c
 DH7107  NAD 83(CORS)-  34 40 21.44380(N)    092 22 57.18233(W) AD(2002.00) c
 DH7107  ELLIP H (02/??/02)   74.424  (m)                       GP(2002.00) c c
 DH7107
 DH7107.Superseded values are not recommended for survey control.
 DH7107
 DH7107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH7107.See file dsdata.pdf to determine how the superseded data were derived.
 DH7107
 DH7107_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH7107_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH7107
 DH7107                          STATION DESCRIPTION
 DH7107
 DH7107'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DH7107'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DH7107'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DH7107'AND LOG FILES ACCESSIBLE AT:
 DH7107'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1739 ***********************************************************************
 EH1739  DESIGNATION -  LITTLE ROCK DISTRICT 3
 EH1739  PID         -  EH1739
 EH1739  STATE/COUNTY-  AR/JEFFERSON
 EH1739  COUNTRY     -  US
 EH1739  USGS QUAD   -  MOSCOW (2017)
 EH1739
 EH1739                         *CURRENT SURVEY CONTROL
 EH1739  ______________________________________________________________________
 EH1739* NAD 83(1986) POSITION- 34 11 08.     (N) 091 46 06.     (W)   SCALED
 EH1739* NAVD 88 ORTHO HEIGHT -    61.791 (meters)      202.73  (feet) ADJUSTED
 EH1739  ______________________________________________________________________
 EH1739  GEOID HEIGHT    -        -26.006 (meters)                     GEOID18
 EH1739  DYNAMIC HEIGHT  -         61.730 (meters)      202.53  (feet) COMP
 EH1739  MODELED GRAVITY -    979,662.1   (mgal)                       NAVD 88
 EH1739
 EH1739  VERT ORDER      -  SECOND    CLASS 0
 EH1739
 EH1739.The horizontal coordinates were scaled from a map and have
 EH1739.an estimated accuracy of +/- 6 seconds.
 EH1739
 EH1739.The orthometric height was determined by differential leveling and
 EH1739.adjusted by the NATIONAL GEODETIC SURVEY
 EH1739.in August 1993.
 EH1739
 EH1739.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1739.GEOID18 height accuracy estimate available here.
 EH1739
 EH1739.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT134834(NAD 83)
 EH1739
 EH1739                          SUPERSEDED SURVEY CONTROL
 EH1739
 EH1739  NAVD 88 (06/15/91)   61.809  (m)          202.79   (f) SUPERSEDED  2 0
 EH1739  NGVD 29 (11/26/84)   61.844  (m)          202.90   (f) ADJUSTED    2 0
 EH1739
 EH1739.Superseded values are not recommended for survey control.
 EH1739
 EH1739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1739.See file dsdata.pdf to determine how the superseded data were derived.
 EH1739
 EH1739_MARKER: P = PIPE CAP
 EH1739_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1739_MARK LOGO: USACE
 EH1739_MAGNETIC: P = MARKER IS A STEEL PIPE
 EH1739_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1739
 EH1739  HISTORY     - Date     Condition        Report By
 EH1739  HISTORY     - UNK      MONUMENTED       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1711 ***********************************************************************
 EH1711  DESIGNATION -  LITTLE ROCK DISTRICT 1
 EH1711  PID         -  EH1711
 EH1711  STATE/COUNTY-  AR/JEFFERSON
 EH1711  COUNTRY     -  US
 EH1711  USGS QUAD   -  CADES (2017)
 EH1711
 EH1711                         *CURRENT SURVEY CONTROL
 EH1711  ______________________________________________________________________
 EH1711* NAD 83(1986) POSITION- 34 06 27.     (N) 091 34 06.     (W)   SCALED
 EH1711* NAVD 88 ORTHO HEIGHT -    58.576 (meters)      192.18  (feet) ADJUSTED
 EH1711  ______________________________________________________________________
 EH1711  GEOID HEIGHT    -        -26.053 (meters)                     GEOID18
 EH1711  DYNAMIC HEIGHT  -         58.518 (meters)      191.99  (feet) COMP
 EH1711  MODELED GRAVITY -    979,655.6   (mgal)                       NAVD 88
 EH1711
 EH1711  VERT ORDER      -  SECOND    CLASS 0
 EH1711
 EH1711.The horizontal coordinates were scaled from a map and have
 EH1711.an estimated accuracy of +/- 6 seconds.
 EH1711
 EH1711.The orthometric height was determined by differential leveling and
 EH1711.adjusted by the NATIONAL GEODETIC SURVEY
 EH1711.in August 1993.
 EH1711
 EH1711.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1711.GEOID18 height accuracy estimate available here.
 EH1711
 EH1711.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT320750(NAD 83)
 EH1711
 EH1711                          SUPERSEDED SURVEY CONTROL
 EH1711
 EH1711  NGVD 29 (11/26/84)   58.674  (m)          192.50   (f) ADJUSTED    2 0
 EH1711
 EH1711.Superseded values are not recommended for survey control.
 EH1711
 EH1711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1711.See file dsdata.pdf to determine how the superseded data were derived.
 EH1711
 EH1711_MARKER: P = PIPE CAP
 EH1711_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1711_MARK LOGO: USACE
 EH1711_MAGNETIC: P = MARKER IS A STEEL PIPE
 EH1711_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1711
 EH1711  HISTORY     - Date     Condition        Report By
 EH1711  HISTORY     - UNK      MONUMENTED       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1712 ***********************************************************************
 EH1712  DESIGNATION -  LITTLE ROCK DISTRICT 2
 EH1712  PID         -  EH1712
 EH1712  STATE/COUNTY-  AR/JEFFERSON
 EH1712  COUNTRY     -  US
 EH1712  USGS QUAD   -  CADES (2017)
 EH1712
 EH1712                         *CURRENT SURVEY CONTROL
 EH1712  ______________________________________________________________________
 EH1712* NAD 83(1986) POSITION- 34 06 20.     (N) 091 35 25.     (W)   SCALED
 EH1712* NAVD 88 ORTHO HEIGHT -    55.286 (meters)      181.38  (feet) ADJUSTED
 EH1712  ______________________________________________________________________
 EH1712  GEOID HEIGHT    -        -26.037 (meters)                     GEOID18
 EH1712  DYNAMIC HEIGHT  -         55.232 (meters)      181.21  (feet) COMP
 EH1712  MODELED GRAVITY -    979,655.8   (mgal)                       NAVD 88
 EH1712
 EH1712  VERT ORDER      -  SECOND    CLASS 0
 EH1712
 EH1712.The horizontal coordinates were scaled from a map and have
 EH1712.an estimated accuracy of +/- 6 seconds.
 EH1712
 EH1712.The orthometric height was determined by differential leveling and
 EH1712.adjusted by the NATIONAL GEODETIC SURVEY
 EH1712.in August 1993.
 EH1712
 EH1712.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1712.GEOID18 height accuracy estimate available here.
 EH1712
 EH1712.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT300747(NAD 83)
 EH1712
 EH1712                          SUPERSEDED SURVEY CONTROL
 EH1712
 EH1712  NAVD 88 (06/15/91)   55.330  (m)          181.53   (f) SUPERSEDED  2 0
 EH1712  NGVD 29 (11/26/84)   55.380  (m)          181.69   (f) ADJUSTED    2 0
 EH1712
 EH1712.Superseded values are not recommended for survey control.
 EH1712
 EH1712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1712.See file dsdata.pdf to determine how the superseded data were derived.
 EH1712
 EH1712_MARKER: P = PIPE CAP
 EH1712_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1712_MARK LOGO: USACE
 EH1712_MAGNETIC: P = MARKER IS A STEEL PIPE
 EH1712_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1712
 EH1712  HISTORY     - Date     Condition        Report By
 EH1712  HISTORY     - UNK      MONUMENTED       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1699 ***********************************************************************
 EJ1699  DESIGNATION -  LITTLE ROCK GRANITE MTN SPIPE
 EJ1699  PID         -  EJ1699
 EJ1699  STATE/COUNTY-  AR/PULASKI
 EJ1699  COUNTRY     -  US
 EJ1699  USGS QUAD   -  LITTLE ROCK (2017)
 EJ1699
 EJ1699                         *CURRENT SURVEY CONTROL
 EJ1699  ______________________________________________________________________
 EJ1699* NAD 83(1997) POSITION- 34 41 55.75925(N) 092 15 20.14936(W)   ADJUSTED
 EJ1699  ______________________________________________________________________
 EJ1699  GEOID HEIGHT    -        -26.567 (meters)                     GEOID18
 EJ1699  LAPLACE CORR    -         -0.55  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1699.GEOID18 height accuracy estimate available here.
 EJ1699
 EJ1699.Click photographs - Photos may exist for this station.
 EJ1699
 EJ1699.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1699
 EJ1699. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6817639896(NAD 83)
 EJ1699
 EJ1699                          SUPERSEDED SURVEY CONTROL
 EJ1699
 EJ1699  NAD 83(1986)-  34 41 55.77033(N)    092 15 20.13705(W) AD(       ) 3
 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
 EJ1699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1699.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1699
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1708 ***********************************************************************
 EJ1708  DESIGNATION -  LITTLE ROCK LONGITUDE OBS PIER
 EJ1708  PID         -  EJ1708
 EJ1708  STATE/COUNTY-  AR/PULASKI
 EJ1708  COUNTRY     -  US
 EJ1708  USGS QUAD   -  LITTLE ROCK (2017)
 EJ1708
 EJ1708                         *CURRENT SURVEY CONTROL
 EJ1708  ______________________________________________________________________
 EJ1708* NAD 83(1997) POSITION- 34 44 52.37751(N) 092 16 25.73372(W)   ADJUSTED
 EJ1708* NAVD 88 ORTHO HEIGHT -    93.    (meters)      305.    (feet) SCALED
 EJ1708  ______________________________________________________________________
 EJ1708  GEOID HEIGHT    -        -26.651 (meters)                     GEOID18
 EJ1708  LAPLACE CORR    -         -0.04  (seconds)                    DEFLEC18
 EJ1708  HORZ ORDER      -  THIRD
 EJ1708
 EJ1708.The horizontal coordinates were established by classical geodetic methods
 EJ1708.and adjusted by the National Geodetic Survey in September 1999.
 EJ1708
 EJ1708.The orthometric height was scaled from a topographic map.
 EJ1708
 EJ1708.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1708.GEOID18 height accuracy estimate available here.
 EJ1708
 EJ1708.Click photographs - Photos may exist for this station.
 EJ1708
 EJ1708.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1708
 EJ1708. The following values were computed from the NAD 83(1997) position.
 EJ1708
 EJ1708;                    North         East     Units Scale Factor Converg.
 EJ1708;SPC AR S     -   630,873.595   374,927.644   MT  0.99999586   -0 09 11.7
 EJ1708;SPC AR S     - 2,069,791.12  1,230,075.11   sFT  0.99999586   -0 09 11.7
 EJ1708;UTM  15      - 3,845,324.880   566,468.827   MT  0.99965445   +0 24 50.1
 EJ1708
 EJ1708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ1708!SPC AR S     -   0.99998959  x   0.99999586  =   0.99998545
 EJ1708!UTM  15      -   0.99998959  x   0.99965445  =   0.99964405
 EJ1708
 EJ1708_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6646845324(NAD 83)
 EJ1708
 EJ1708                          SUPERSEDED SURVEY CONTROL
 EJ1708
 EJ1708  NAD 83(1986)-  34 44 52.38830(N)    092 16 25.72230(W) AD(       ) 3
 EJ1708  NAD 27      -  34 44 51.45000(N)    092 16 25.43000(W) AD(       ) 3
 EJ1708  USSD        -  34 44 52.22000(N)    092 16 24.86000(W) AD(       ) 3
 EJ1708
 EJ1708.Superseded values are not recommended for survey control.
 EJ1708
 EJ1708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1708.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1708
 EJ1708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1708+STABILITY: SURFACE MOTION
 EJ1708
 EJ1708  HISTORY     - Date     Condition        Report By
 EJ1708  HISTORY     - 1882     FIRST OBSERVED   CGS
 EJ1708  HISTORY     - 1949     GOOD             CGS
 EJ1708  HISTORY     - 1957     GOOD             CGS
 EJ1708
 EJ1708                          STATION DESCRIPTION
 EJ1708
 EJ1708'DESCRIBED BY COAST AND GEODETIC SURVEY 1882 (FHP)
 EJ1708'IN THE WESTERN PART OF THE GROUNDS SURROUNDING THE CUSTOMHOUSE
 EJ1708'AND POST OFFICE AT LITTLE ROCK, NEAR THE CORNER OF SECOND
 EJ1708'AND SPRING STREETS.  THE STATION OF 1882 IS 13.278 METERS
 EJ1708'(43.56 FEET) OR 0.48 SEC OF LATITUDE NORTH AND 3.48 METERS
 EJ1708'(11.4 FEET) (0.009 MIN OR 0.14 SEC) WEST OF THE STATION
 EJ1708'OF 1885.  IN 1885 THE 1882 PIER COULD NOT BE RECOVERED AND
 EJ1708'A CEMENTED BRICK PIER WAS CONSTRUCTED.  THIS WAS USED IN
 EJ1708'1893 AND 1896.  AFTER EACH OCCUPATION THE UPPER PART OF
 EJ1708'THE PIER WAS REMOVED, LEAVING A PART 3 FEET BY 14 INCHES,
 EJ1708'ABOUT 6 INCHES BELOW THE SURFACE OF THE GROUND.  THIS PIER
 EJ1708'WAS 1.232 METERS (4.04 FEET) OR 0.04 SEC OF LATITUDE NORTH
 EJ1708'AND 40.131 METERS (131.66 FEET) OR 1.58 SEC OF LONGITUDE
 EJ1708'WEST, N 88 DEG 14 MIN 30 SEC W FROM THE FLAGPOLE
 EJ1708'OVER THE SECOND STREET ENTRANCE TO THE POST OFFICE.  THE
 EJ1708'CENTER OF THE PIER WAS ABOUT 10-1/2 METERS,
 EJ1708'RESPECTIVELY, FROM THE CURB ON SPRING STREET, THE CURB
 EJ1708'ON SECOND STREET, AND THE WEST WALL OF THE POST-OFFICE
 EJ1708'BUILDING, AND 3-3/4 METERS NORTH OF THE PROLONGATION OF
 EJ1708'THE SOUTH WALL OF THE NEAREST PART OF THE SAME BUILDING.
 EJ1708'IN 1896 THE TRANSIT WAS MOUNTED ON THE WESTERN END OF
 EJ1708'THIS PIER ABOUT 0.13 METER (0.4 FOOT) WEST OF ITS FORMER
 EJ1708'POSITION.  IN 1914 A NEW PIER WAS ESTABLISHED 16.55 METERS
 EJ1708'(54.3 FEET) OR 0.54 SEC OF LATITUDE NORTH AND 9.17
 EJ1708'METERS (30.09 FEET) OR 0.36 SEC OF LONGITUDE EAST OF
 EJ1708'THE PIER OF 1885.  IN 1920 THE STATION WAS AT AN UNMARKED
 EJ1708'POINT 18.70 METERS (61.4 FEET) OR 0.61 SEC OF LATITUDE
 EJ1708'NORTH AND 6.35 METERS (20.8 FEET) (0.017 DEG OR 0.25 SEC)
 EJ1708'EAST OF THE PIER OF 1885.
 EJ1708
 EJ1708                          STATION RECOVERY (1949)
 EJ1708
 EJ1708'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CAS)
 EJ1708'STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 EJ1708'IT IS ABOUT 12 INCHES UNDERGROUND AND ABOUT 14 BY 36 INCHES.
 EJ1708'
 EJ1708'THE DESCRIPTION WAS ADEQUATE FOR RECOVERY.  A NEW DESCRIPTION
 EJ1708'FOLLOWS-
 EJ1708'
 EJ1708'STATION IS LOCATED ON THE LAWN OF THE OLD POST OFFICE BUILDING,
 EJ1708'46 FEET SW OF LIGHT POST ON S SIDE OF W ENTRANCE, 45 FEET
 EJ1708'S OF CENTER OF SIDEWALK LEADING INTO W ENTRANCE OF BUILDING,
 EJ1708'38 FEET W OF SW CORNER OF BUILDING, 36 FEET N OF N CURB
 EJ1708'OF SECOND STREET, AND 35 FEET E OF E CURB OF SPRING STREET.
 EJ1708
 EJ1708                          STATION RECOVERY (1957)
 EJ1708
 EJ1708'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (KAM)
 EJ1708'THE STATION WAS RECOVERED AS DESCRIBED IN 1951 AND THE MARK
 EJ1708'WAS FOUND AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0068 ***********************************************************************
 EJ0068  DESIGNATION -  LITTLE ROCK NW BASE RESET
 EJ0068  PID         -  EJ0068
 EJ0068  STATE/COUNTY-  AR/PULASKI
 EJ0068  COUNTRY     -  US
 EJ0068  USGS QUAD   -  MCALMONT (2017)
 EJ0068
 EJ0068                         *CURRENT SURVEY CONTROL
 EJ0068  ______________________________________________________________________
 EJ0068* NAD 83(1986) POSITION- 34 45 27.95   (N) 092 13 44.66   (W)   HD_HELD1
 EJ0068* NAVD 88 ORTHO HEIGHT -    78.123 (meters)      256.31  (feet) ADJUSTED
 EJ0068  ______________________________________________________________________
 EJ0068  GEOID HEIGHT    -        -26.672 (meters)                     GEOID18
 EJ0068  DYNAMIC HEIGHT  -         78.051 (meters)      256.07  (feet) COMP
 EJ0068  MODELED GRAVITY -    979,711.2   (mgal)                       NAVD 88
 EJ0068
 EJ0068  VERT ORDER      -  FIRST     CLASS II
 EJ0068
 EJ0068.The horizontal coordinates were determined by differentially corrected
 EJ0068.hand held GPS observations or other comparable positioning techniques
 EJ0068.and have an estimated accuracy of +/- 3 meters.
 EJ0068
 EJ0068.The orthometric height was determined by differential leveling and
 EJ0068.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0068.in June 1991.
 EJ0068
 EJ0068.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0068.GEOID18 height accuracy estimate available here.
 EJ0068
 EJ0068.Click photographs - Photos may exist for this station.
 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     -   631,959.7     379,027.0     MT  (+/- 3 meters HH1 GPS) 
 EJ0068
 EJ0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7055546451(NAD 83)
 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
 EJ0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0068.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0068
 EJ0068_MARKER: DS = TRIANGULATION STATION DISK
 EJ0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0068_STAMPING: NW BASE BM 1916 1920
 EJ0068_MARK LOGO: CGS
 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       USACE
 EJ0068  HISTORY     - 1955     GOOD             CGS
 EJ0068  HISTORY     - 1962     GOOD             CGS
 EJ0068  HISTORY     - 1967     GOOD             CGS
 EJ0068  HISTORY     - 1967     GOOD             CGS
 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 ARMY CORPS OF 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0069 ***********************************************************************
 EJ0069  DESIGNATION -  LITTLE ROCK NW BASE RM 1
 EJ0069  PID         -  EJ0069
 EJ0069  STATE/COUNTY-  AR/PULASKI
 EJ0069  COUNTRY     -  US
 EJ0069  USGS QUAD   -  MCALMONT (2017)
 EJ0069
 EJ0069                         *CURRENT SURVEY CONTROL
 EJ0069  ______________________________________________________________________
 EJ0069* NAD 83(1986) POSITION- 34 45 27.     (N) 092 13 45.     (W)   SCALED
 EJ0069* NAVD 88 ORTHO HEIGHT -    79.046 (meters)      259.34  (feet) ADJUSTED
 EJ0069  ______________________________________________________________________
 EJ0069  GEOID HEIGHT    -        -26.671 (meters)                     GEOID18
 EJ0069  DYNAMIC HEIGHT  -         78.973 (meters)      259.10  (feet) COMP
 EJ0069  MODELED GRAVITY -    979,711.2   (mgal)                       NAVD 88
 EJ0069
 EJ0069  VERT ORDER      -  FIRST     CLASS II
 EJ0069
 EJ0069.The horizontal coordinates were scaled from a map and have
 EJ0069.an estimated accuracy of +/- 6 seconds.
 EJ0069
 EJ0069.The orthometric height was determined by differential leveling and
 EJ0069.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0069.in June 1991.
 EJ0069
 EJ0069.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0069.GEOID18 height accuracy estimate available here.
 EJ0069
 EJ0069.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU705464(NAD 83)
 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
 EJ0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0069.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0069
 EJ0069_MARKER: DR = REFERENCE MARK DISK
 EJ0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0069_STAMPING: USCE AZ MARK 1951 NW BASE
 EJ0069_MARK LOGO: CGS
 EJ0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0069+STABILITY: SURFACE MOTION
 EJ0069
 EJ0069  HISTORY     - Date     Condition        Report By
 EJ0069  HISTORY     - 1916     MONUMENTED       CGS
 EJ0069  HISTORY     - 1967     GOOD             CGS
 EJ0069  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 EJ0069  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 EJ0069
 EJ0069                          STATION DESCRIPTION
 EJ0069
 EJ0069'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0070 ***********************************************************************
 EJ0070  DESIGNATION -  LITTLE ROCK NW BASE RM 2
 EJ0070  PID         -  EJ0070
 EJ0070  STATE/COUNTY-  AR/PULASKI
 EJ0070  COUNTRY     -  US
 EJ0070  USGS QUAD   -  MCALMONT (2017)
 EJ0070
 EJ0070                         *CURRENT SURVEY CONTROL
 EJ0070  ______________________________________________________________________
 EJ0070* NAD 83(1986) POSITION- 34 45 27.     (N) 092 13 45.     (W)   SCALED
 EJ0070* NAVD 88 ORTHO HEIGHT -    78.466 (meters)      257.43  (feet) ADJUSTED
 EJ0070  ______________________________________________________________________
 EJ0070  GEOID HEIGHT    -        -26.671 (meters)                     GEOID18
 EJ0070  DYNAMIC HEIGHT  -         78.394 (meters)      257.20  (feet) COMP
 EJ0070  MODELED GRAVITY -    979,711.2   (mgal)                       NAVD 88
 EJ0070
 EJ0070  VERT ORDER      -  FIRST     CLASS II
 EJ0070
 EJ0070.The horizontal coordinates were scaled from a map and have
 EJ0070.an estimated accuracy of +/- 6 seconds.
 EJ0070
 EJ0070.The orthometric height was determined by differential leveling and
 EJ0070.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0070.in June 1991.
 EJ0070
 EJ0070.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0070.GEOID18 height accuracy estimate available here.
 EJ0070
 EJ0070.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU705464(NAD 83)
 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
 EJ0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0070.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0070
 EJ0070_MARKER: DR = REFERENCE MARK DISK
 EJ0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0070_MARK LOGO: CGS
 EJ0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0070+STABILITY: SURFACE MOTION
 EJ0070
 EJ0070  HISTORY     - Date     Condition        Report By
 EJ0070  HISTORY     - 1916     MONUMENTED       CGS
 EJ0070  HISTORY     - 1967     GOOD             CGS
 EJ0070  HISTORY     - 1989     GOOD             USPSQD
 EJ0070  HISTORY     - 1990     POOR             USPSQD
 EJ0070
 EJ0070                          STATION DESCRIPTION
 EJ0070
 EJ0070'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1705 ***********************************************************************
 EJ1705  DESIGNATION -  LITTLE ROCK PO ROOF POLE
 EJ1705  PID         -  EJ1705
 EJ1705  STATE/COUNTY-  AR/PULASKI
 EJ1705  COUNTRY     -  US
 EJ1705  USGS QUAD   -  LITTLE ROCK (2017)
 EJ1705
 EJ1705                         *CURRENT SURVEY CONTROL
 EJ1705  ______________________________________________________________________
 EJ1705* NAD 83(1997) POSITION- 34 44 51.80710(N) 092 16 24.39077(W)   ADJUSTED
 EJ1705* NAVD 88 ORTHO HEIGHT -    90.    (meters)      295.    (feet) SCALED
 EJ1705  ______________________________________________________________________
 EJ1705  GEOID HEIGHT    -        -26.651 (meters)                     GEOID18
 EJ1705  LAPLACE CORR    -         -0.04  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1705.GEOID18 height accuracy estimate available here.
 EJ1705
 EJ1705.Click photographs - Photos may exist for this station.
 EJ1705
 EJ1705.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1705
 EJ1705. The following values were computed from the NAD 83(1997) position.
 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  =   0.99964458
 EJ1705
 EJ1705:                Primary Azimuth Mark                     Grid Az
 EJ1705:SPC AR S     -  LITTLE ROCK CAPITOL DOME                 265 10 46.6
 EJ1705:UTM  15      -  LITTLE ROCK CAPITOL DOME                 264 36 44.7
 EJ1705
 EJ1705_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6650345307(NAD 83)
 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  USSD        -  34 44 51.64600(N)    092 16 23.51800(W) AD(       ) 3
 EJ1705
 EJ1705.Superseded values are not recommended for survey control.
 EJ1705
 EJ1705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1705.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1705
 EJ1705_MARKER: 61 = POLE
 EJ1705_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EJ1705+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2010
 EJ1705
 EJ1705  HISTORY     - Date     Condition        Report By
 EJ1705  HISTORY     - 1920     FIRST OBSERVED   CGS
 EJ1705  HISTORY     - 1935     GOOD             ARGS
 EJ1705  HISTORY     - 20100530 GOOD             GEOCAC
 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.
 EJ1705
 EJ1705                          STATION RECOVERY (2010)
 EJ1705
 EJ1705'RECOVERY NOTE BY GEOCACHING 2010 (LPC)
 EJ1705'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1733 ***********************************************************************
 EJ1733  DESIGNATION -  LITTLE ROCK PULASKI HTS PRESB
 EJ1733  PID         -  EJ1733
 EJ1733  STATE/COUNTY-  AR/PULASKI
 EJ1733  COUNTRY     -  US
 EJ1733  USGS QUAD   -  NORTH LITTLE ROCK (2017)
 EJ1733
 EJ1733                         *CURRENT SURVEY CONTROL
 EJ1733  ______________________________________________________________________
 EJ1733* NAD 83(1997) POSITION- 34 45 21.59488(N) 092 19 19.78829(W)   ADJUSTED
 EJ1733  ______________________________________________________________________
 EJ1733  GEOID HEIGHT    -        -26.676 (meters)                     GEOID18
 EJ1733  LAPLACE CORR    -          0.24  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1733.GEOID18 height accuracy estimate available here.
 EJ1733
 EJ1733.Click photographs - Photos may exist for this station.
 EJ1733
 EJ1733.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1733
 EJ1733. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6203746193(NAD 83)
 EJ1733
 EJ1733                          SUPERSEDED SURVEY CONTROL
 EJ1733
 EJ1733  NAD 83(1986)-  34 45 21.60633(N)    092 19 19.77736(W) AD(       ) 3
 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
 EJ1733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1733.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1733
 EJ1733_MARKER: 90 = CHURCH 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1734 ***********************************************************************
 EJ1734  DESIGNATION -  LITTLE ROCK PULASKI HTS BAP CH
 EJ1734  PID         -  EJ1734
 EJ1734  STATE/COUNTY-  AR/PULASKI
 EJ1734  COUNTRY     -  US
 EJ1734  USGS QUAD   -  NORTH LITTLE ROCK (2017)
 EJ1734
 EJ1734                         *CURRENT SURVEY CONTROL
 EJ1734  ______________________________________________________________________
 EJ1734* NAD 83(1997) POSITION- 34 45 24.43418(N) 092 19 02.47000(W)   ADJUSTED
 EJ1734  ______________________________________________________________________
 EJ1734  GEOID HEIGHT    -        -26.677 (meters)                     GEOID18
 EJ1734  LAPLACE CORR    -          0.11  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1734.GEOID18 height accuracy estimate available here.
 EJ1734
 EJ1734.Click photographs - Photos may exist for this station.
 EJ1734
 EJ1734.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1734
 EJ1734. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6247646284(NAD 83)
 EJ1734
 EJ1734                          SUPERSEDED SURVEY CONTROL
 EJ1734
 EJ1734  NAD 83(1986)-  34 45 24.44617(N)    092 19 02.45871(W) AD(       ) 3
 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
 EJ1734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1734.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1734
 EJ1734_MARKER: 90 = CHURCH 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1706 ***********************************************************************
 EJ1706  DESIGNATION -  LITTLE ROCK RAD STA KMMK FM
 EJ1706  PID         -  EJ1706
 EJ1706  STATE/COUNTY-  AR/PULASKI
 EJ1706  COUNTRY     -  US
 EJ1706  USGS QUAD   -  LITTLE ROCK (2017)
 EJ1706
 EJ1706                         *CURRENT SURVEY CONTROL
 EJ1706  ______________________________________________________________________
 EJ1706* NAD 83(1997) POSITION- 34 44 44.12133(N) 092 16 22.96322(W)   ADJUSTED
 EJ1706  ______________________________________________________________________
 EJ1706  GEOID HEIGHT    -        -26.646 (meters)                     GEOID18
 EJ1706  LAPLACE CORR    -         -0.08  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1706.GEOID18 height accuracy estimate available here.
 EJ1706
 EJ1706.Click photographs - Photos may exist for this station.
 EJ1706
 EJ1706.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1706
 EJ1706. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6654145071(NAD 83)
 EJ1706
 EJ1706                          SUPERSEDED SURVEY CONTROL
 EJ1706
 EJ1706  NAD 83(1986)-  34 44 44.13492(N)    092 16 22.95191(W) AD(       ) 3
 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
 EJ1706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1706.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1706
 EJ1706_MARKER: 42 = RADIO/TV MAST
 EJ1706_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EJ1706+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2010
 EJ1706
 EJ1706  HISTORY     - Date     Condition        Report By
 EJ1706  HISTORY     - 1964     FIRST OBSERVED   CGS
 EJ1706  HISTORY     - 1971     GOOD             NGS
 EJ1706  HISTORY     - 20100530 GOOD             GEOCAC
 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.
 EJ1706
 EJ1706                          STATION RECOVERY (2010)
 EJ1706
 EJ1706'RECOVERY NOTE BY GEOCACHING 2010 (LPC)
 EJ1706'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1743 ***********************************************************************
 EJ1743  DESIGNATION -  LITTLE ROCK RAD STA KKD 291 TR
 EJ1743  PID         -  EJ1743
 EJ1743  STATE/COUNTY-  AR/PULASKI
 EJ1743  COUNTRY     -  US
 EJ1743  USGS QUAD   -  NORTH LITTLE ROCK (2017)
 EJ1743
 EJ1743                         *CURRENT SURVEY CONTROL
 EJ1743  ______________________________________________________________________
 EJ1743* NAD 83(1997) POSITION- 34 46 20.68382(N) 092 21 27.96051(W)   ADJUSTED
 EJ1743  ______________________________________________________________________
 EJ1743  GEOID HEIGHT    -        -26.748 (meters)                     GEOID18
 EJ1743  LAPLACE CORR    -          1.14  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1743.GEOID18 height accuracy estimate available here.
 EJ1743
 EJ1743.Click photographs - Photos may exist for this station.
 EJ1743
 EJ1743.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1743
 EJ1743. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5876747992(NAD 83)
 EJ1743
 EJ1743                          SUPERSEDED SURVEY CONTROL
 EJ1743
 EJ1743  NAD 83(1986)-  34 46 20.69580(N)    092 21 27.94978(W) AD(       ) 3
 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
 EJ1743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1743.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1743
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1747 ***********************************************************************
 EJ1747  DESIGNATION -  LITTLE ROCK RAD STA KKD 274 TR
 EJ1747  PID         -  EJ1747
 EJ1747  STATE/COUNTY-  AR/PULASKI
 EJ1747  COUNTRY     -  US
 EJ1747  USGS QUAD   -  NORTH LITTLE ROCK (2017)
 EJ1747
 EJ1747                         *CURRENT SURVEY CONTROL
 EJ1747  ______________________________________________________________________
 EJ1747* NAD 83(1997) POSITION- 34 46 11.12724(N) 092 20 25.12250(W)   ADJUSTED
 EJ1747  ______________________________________________________________________
 EJ1747  GEOID HEIGHT    -        -26.726 (meters)                     GEOID18
 EJ1747  LAPLACE CORR    -          0.79  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1747.GEOID18 height accuracy estimate available here.
 EJ1747
 EJ1747.Click photographs - Photos may exist for this station.
 EJ1747
 EJ1747.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1747
 EJ1747. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6036647708(NAD 83)
 EJ1747
 EJ1747                          SUPERSEDED SURVEY CONTROL
 EJ1747
 EJ1747  NAD 83(1986)-  34 46 11.13909(N)    092 20 25.11171(W) AD(       ) 3
 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
 EJ1747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1747.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1747
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0275 ***********************************************************************
 EJ0275  DESIGNATION -  LITTLE ROCK REF PT A
 EJ0275  PID         -  EJ0275
 EJ0275  STATE/COUNTY-  AR/PULASKI
 EJ0275  COUNTRY     -  US
 EJ0275  USGS QUAD   -  LITTLE ROCK (2017)
 EJ0275
 EJ0275                         *CURRENT SURVEY CONTROL
 EJ0275  ______________________________________________________________________
 EJ0275* NAD 83(1997) POSITION- 34 44 46.82058(N) 092 17 17.40832(W)   NO CHECK
 EJ0275* NAVD 88 ORTHO HEIGHT -   101.37  (+/-2cm)      332.6   (feet) VERTCON3
 EJ0275  ______________________________________________________________________
 EJ0275  GEOID HEIGHT    -        -26.647 (meters)                     GEOID18
 EJ0275  LAPLACE CORR    -         -0.07  (seconds)                    DEFLEC18
 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
 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
 EJ0275.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0275.GEOID18 height accuracy estimate available here.
 EJ0275
 EJ0275.The vertical order pertains to the NGVD 29 superseded value.
 EJ0275
 EJ0275.Click photographs - Photos may exist for this station.
 EJ0275
 EJ0275.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ0275
 EJ0275. The following values were computed from the NAD 83(1997) position.
 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  =   0.99964060
 EJ0275
 EJ0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6515645144(NAD 83)
 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             101.42   (m)          332.7    (f) LEVELING    3  
 EJ0275
 EJ0275.Superseded values are not recommended for survey control.
 EJ0275
 EJ0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0275.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0275
 EJ0275_MARKER: DV = VERTICAL CONTROL DISK
 EJ0275_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EJ0275+WITH SETTING: INTO GROUND
 EJ0275_STAMPING: PT. A
 EJ0275_MARK LOGO: NGS
 EJ0275_PROJECTION: RECESSED 3 CENTIMETERS
 EJ0275_MAGNETIC: I = MARKER IS A STEEL ROD
 EJ0275_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1605 ***********************************************************************
 EJ1605  DESIGNATION -  LITTLE ROCK RM
 EJ1605  PID         -  EJ1605
 EJ1605  STATE/COUNTY-  AR/PULASKI
 EJ1605  COUNTRY     -  US
 EJ1605  USGS QUAD   -  LITTLE ROCK (2017)
 EJ1605
 EJ1605                         *CURRENT SURVEY CONTROL
 EJ1605  ______________________________________________________________________
 EJ1605* NAD 83(1997) POSITION- 34 44 40.45772(N) 092 17 19.95692(W)   ADJUSTED
 EJ1605* NAVD 88 ORTHO HEIGHT -   103.684 (meters)      340.17  (feet) ADJUSTED
 EJ1605  ______________________________________________________________________
 EJ1605  GEOID HEIGHT    -        -26.642 (meters)                     GEOID18
 EJ1605  LAPLACE CORR    -         -0.08  (seconds)                    DEFLEC18
 EJ1605  DYNAMIC HEIGHT  -        103.588 (meters)      339.86  (feet) COMP
 EJ1605  MODELED GRAVITY -    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 and
 EJ1605.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1605.in May 2008.
 EJ1605
 EJ1605.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1605.GEOID18 height accuracy estimate available here.
 EJ1605
 EJ1605.Click photographs - Photos may exist for this station.
 EJ1605
 EJ1605.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 EJ1605:SPC AR S     -  LITTLE ROCK CATHOLIC CATHEDRAL           099 01 14.0
 EJ1605:UTM  15      -  LITTLE ROCK CATHOLIC CATHEDRAL           098 27 12.8
 EJ1605
 EJ1605_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6509244947(NAD 83)
 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  NAVD 88 (06/15/91)  103.655  (m)          340.07   (f) SUPERSEDED  1 2
 EJ1605
 EJ1605.Superseded values are not recommended for survey control.
 EJ1605
 EJ1605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1605.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1605
 EJ1605_MARKER: DB = BENCH MARK DISK
 EJ1605_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EJ1605_SP_SET: SIDEWALK
 EJ1605_STAMPING: REF MARK
 EJ1605_MARK LOGO: CGS
 EJ1605_PROJECTION: RECESSED
 EJ1605_MAGNETIC: N = NO MAGNETIC MATERIAL
 EJ1605_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1605_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EJ1605+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2025
 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  HISTORY     - 20070407 GOOD             ARHD
 EJ1605  HISTORY     - 20130401 GOOD             NGS
 EJ1605  HISTORY     - 20250616 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, 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.  THE MARK IS ABOUT 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.
 EJ1605
 EJ1605                          STATION RECOVERY (2007)
 EJ1605
 EJ1605'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2007 (VJB)
 EJ1605'RECOVERED IN GOOD CONDITION.  NOTE--DUE TO CONSTRUCTION AROUND MARK
 EJ1605'AND A SIDEWALK BUILT COMPLETELY AROUND IT AND FLUSH WITH THE SIDEWALK,
 EJ1605'THE MARK HAS CHANGED ELEVATION QUITE A LOT. BE CAUTIOUS.
 EJ1605
 EJ1605                          STATION RECOVERY (2013)
 EJ1605
 EJ1605'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2013 (JBW)
 EJ1605'REPEAT MEASUREMENTS TO THIS BENCH MARK, SHOWED CONSIDERABLE MOVEMENT
 EJ1605'TO ADJACENT PUBLISHED CONTROL. DO NOT USE FOR CONTROL.
 EJ1605
 EJ1605                          STATION RECOVERY (2025)
 EJ1605
 EJ1605'RECOVERY NOTE BY US POWER SQUADRON 2025 (WKG)
 EJ1605'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1698 ***********************************************************************
 EJ1698  DESIGNATION -  LITTLE ROCK SE BASE
 EJ1698  PID         -  EJ1698
 EJ1698  STATE/COUNTY-  AR/PULASKI
 EJ1698  COUNTRY     -  US
 EJ1698  USGS QUAD   -  SWEET HOME (2017)
 EJ1698
 EJ1698                         *CURRENT SURVEY CONTROL
 EJ1698  ______________________________________________________________________
 EJ1698* NAD 83(1997) POSITION- 34 43 47.75966(N) 092 09 16.07869(W)   ADJUSTED
 EJ1698* NAVD 88 ORTHO HEIGHT -    77.2   (meters)      253.    (feet) VERTCON3
 EJ1698  ______________________________________________________________________
 EJ1698  GEOID HEIGHT    -        -26.607 (meters)                     GEOID18
 EJ1698  LAPLACE CORR    -          0.57  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1698.GEOID18 height accuracy estimate available here.
 EJ1698
 EJ1698.Click photographs - Photos may exist for this station.
 EJ1698
 EJ1698.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1698
 EJ1698. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999207  x   0.99999201  =   0.99998408
 EJ1698!UTM  15      -   0.99999207  x   0.99967386  =   0.99966593
 EJ1698
 EJ1698_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7740943419(NAD 83)
 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  USSD        -  34 43 47.60000(N)    092 09 15.22000(W) AD(       ) 3
 EJ1698  NGVD 29 (07/19/86)   77.2    (m)          253.     (f) VERT ANG       
 EJ1698
 EJ1698.Superseded values are not recommended for survey control.
 EJ1698
 EJ1698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1698.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1698
 EJ1698_MARKER: DS = TRIANGULATION STATION DISK
 EJ1698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1698_STAMPING: SE BASE 1916
 EJ1698_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1749 ***********************************************************************
 EJ1749  DESIGNATION -  LITTLE ROCK SQUAT TANK
 EJ1749  PID         -  EJ1749
 EJ1749  STATE/COUNTY-  AR/PULASKI
 EJ1749  COUNTRY     -  US
 EJ1749  USGS QUAD   -  NORTH LITTLE ROCK (2017)
 EJ1749
 EJ1749                         *CURRENT SURVEY CONTROL
 EJ1749  ______________________________________________________________________
 EJ1749* NAD 83(1997) POSITION- 34 45 25.42232(N) 092 18 29.42072(W)   ADJUSTED
 EJ1749  ______________________________________________________________________
 EJ1749  GEOID HEIGHT    -        -26.678 (meters)                     GEOID18
 EJ1749  LAPLACE CORR    -          0.02  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1749.GEOID18 height accuracy estimate available here.
 EJ1749
 EJ1749.Click photographs - Photos may exist for this station.
 EJ1749
 EJ1749.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1749
 EJ1749. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6331646320(NAD 83)
 EJ1749
 EJ1749                          SUPERSEDED SURVEY CONTROL
 EJ1749
 EJ1749  NAD 83(1986)-  34 45 25.43383(N)    092 18 29.40951(W) AD(       ) 3
 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
 EJ1749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1749.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1749
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1728 ***********************************************************************
 EH1728  DESIGNATION -  LMP 11
 EH1728  PID         -  EH1728
 EH1728  STATE/COUNTY-  AR/JEFFERSON
 EH1728  COUNTRY     -  US
 EH1728  USGS QUAD   -  CORNERSTONE (2017)
 EH1728
 EH1728                         *CURRENT SURVEY CONTROL
 EH1728  ______________________________________________________________________
 EH1728* NAD 83(1986) POSITION- 34 10 26.     (N) 091 40 09.     (W)   SCALED
 EH1728* NAVD 88 ORTHO HEIGHT -    58.869 (meters)      193.14  (feet) ADJUSTED
 EH1728  ______________________________________________________________________
 EH1728  GEOID HEIGHT    -        -26.048 (meters)                     GEOID18
 EH1728  DYNAMIC HEIGHT  -         58.811 (meters)      192.95  (feet) COMP
 EH1728  MODELED GRAVITY -    979,660.8   (mgal)                       NAVD 88
 EH1728
 EH1728  VERT ORDER      -  SECOND    CLASS 0
 EH1728
 EH1728.The horizontal coordinates were scaled from a map and have
 EH1728.an estimated accuracy of +/- 6 seconds.
 EH1728
 EH1728.The orthometric height was determined by differential leveling and
 EH1728.adjusted by the NATIONAL GEODETIC SURVEY
 EH1728.in August 1993.
 EH1728
 EH1728.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1728.GEOID18 height accuracy estimate available here.
 EH1728
 EH1728.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT226822(NAD 83)
 EH1728
 EH1728                          SUPERSEDED SURVEY CONTROL
 EH1728
 EH1728  NAVD 88 (06/15/91)   58.898  (m)          193.23   (f) SUPERSEDED  2 0
 EH1728  NGVD 29 (11/26/84)   58.936  (m)          193.36   (f) ADJUSTED    2 0
 EH1728
 EH1728.Superseded values are not recommended for survey control.
 EH1728
 EH1728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1728.See file dsdata.pdf to determine how the superseded data were derived.
 EH1728
 EH1728_MARKER: P = PIPE CAP
 EH1728_SETTING: 17 = SET INTO TOP OF 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 = MARCH 20, 2026 22:17:28 EDT
 EH1517 ***********************************************************************
 EH1517  DESIGNATION -  LMP 18
 EH1517  PID         -  EH1517
 EH1517  STATE/COUNTY-  AR/JEFFERSON
 EH1517  COUNTRY     -  US
 EH1517  USGS QUAD   -  GILLETT (2017)
 EH1517
 EH1517                         *CURRENT SURVEY CONTROL
 EH1517  ______________________________________________________________________
 EH1517* NAD 83(1986) POSITION- 34 04 56.     (N) 091 26 24.     (W)   SCALED
 EH1517* NAVD 88 ORTHO HEIGHT -    56.211 (meters)      184.42  (feet) ADJUSTED
 EH1517  ______________________________________________________________________
 EH1517  GEOID HEIGHT    -        -26.126 (meters)                     GEOID18
 EH1517  DYNAMIC HEIGHT  -         56.156 (meters)      184.24  (feet) COMP
 EH1517  MODELED GRAVITY -    979,654.0   (mgal)                       NAVD 88
 EH1517
 EH1517  VERT ORDER      -  FIRST     CLASS II
 EH1517
 EH1517.The horizontal coordinates were scaled from a map and have
 EH1517.an estimated accuracy of +/- 6 seconds.
 EH1517
 EH1517.The orthometric height was determined by differential leveling and
 EH1517.adjusted by the NATIONAL GEODETIC SURVEY
 EH1517.in August 1993.
 EH1517
 EH1517.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1517.GEOID18 height accuracy estimate available here.
 EH1517
 EH1517.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT439723(NAD 83)
 EH1517
 EH1517                          SUPERSEDED SURVEY CONTROL
 EH1517
 EH1517  NGVD 29 (11/26/84)   56.332  (m)          184.82   (f) ADJUSTED    1 2
 EH1517
 EH1517.Superseded values are not recommended for survey control.
 EH1517
 EH1517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1517.See file dsdata.pdf to determine how the superseded data were derived.
 EH1517
 EH1517_MARKER: P = PIPE CAP
 EH1517_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1517_STAMPING: 18
 EH1517_MARK LOGO: USACE
 EH1517_MAGNETIC: P = MARKER IS A STEEL PIPE
 EH1517_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1517
 EH1517  HISTORY     - Date     Condition        Report By
 EH1517  HISTORY     - UNK      MONUMENTED       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1514 ***********************************************************************
 EH1514  DESIGNATION -  LMP 19
 EH1514  PID         -  EH1514
 EH1514  STATE/COUNTY-  AR/ARKANSAS
 EH1514  COUNTRY     -  US
 EH1514  USGS QUAD   -  GILLETT (2017)
 EH1514
 EH1514                         *CURRENT SURVEY CONTROL
 EH1514  ______________________________________________________________________
 EH1514* NAD 83(1986) POSITION- 34 04 41.     (N) 091 25 41.     (W)   SCALED
 EH1514* NAVD 88 ORTHO HEIGHT -    56.532 (meters)      185.47  (feet) ADJUSTED
 EH1514  ______________________________________________________________________
 EH1514  GEOID HEIGHT    -        -26.133 (meters)                     GEOID18
 EH1514  DYNAMIC HEIGHT  -         56.477 (meters)      185.29  (feet) COMP
 EH1514  MODELED GRAVITY -    979,654.2   (mgal)                       NAVD 88
 EH1514
 EH1514  VERT ORDER      -  SECOND    CLASS 0
 EH1514
 EH1514.The horizontal coordinates were scaled from a map and have
 EH1514.an estimated accuracy of +/- 6 seconds.
 EH1514
 EH1514.The orthometric height was determined by differential leveling and
 EH1514.adjusted by the NATIONAL GEODETIC SURVEY
 EH1514.in August 1993.
 EH1514
 EH1514.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1514.GEOID18 height accuracy estimate available here.
 EH1514
 EH1514.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT450719(NAD 83)
 EH1514
 EH1514                          SUPERSEDED SURVEY CONTROL
 EH1514
 EH1514  NGVD 29 (11/26/84)   56.639  (m)          185.82   (f) ADJUSTED    2 0
 EH1514
 EH1514.Superseded values are not recommended for survey control.
 EH1514
 EH1514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1514.See file dsdata.pdf to determine how the superseded data were derived.
 EH1514
 EH1514_MARKER: P = PIPE CAP
 EH1514_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1514_STAMPING: 19
 EH1514_MARK LOGO: USACE
 EH1514_MAGNETIC: P = MARKER IS A STEEL PIPE
 EH1514_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1514
 EH1514  HISTORY     - Date     Condition        Report By
 EH1514  HISTORY     - UNK      MONUMENTED       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1744 ***********************************************************************
 EH1744  DESIGNATION -  LMP 2
 EH1744  PID         -  EH1744
 EH1744  STATE/COUNTY-  AR/JEFFERSON
 EH1744  COUNTRY     -  US
 EH1744  USGS QUAD   -  MOSCOW (2017)
 EH1744
 EH1744                         *CURRENT SURVEY CONTROL
 EH1744  ______________________________________________________________________
 EH1744* NAD 83(1986) POSITION- 34 12 29.     (N) 091 47 02.     (W)   SCALED
 EH1744* NAVD 88 ORTHO HEIGHT -    60.103 (meters)      197.19  (feet) ADJUSTED
 EH1744  ______________________________________________________________________
 EH1744  GEOID HEIGHT    -        -26.027 (meters)                     GEOID18
 EH1744  DYNAMIC HEIGHT  -         60.044 (meters)      196.99  (feet) COMP
 EH1744  MODELED GRAVITY -    979,663.0   (mgal)                       NAVD 88
 EH1744
 EH1744  VERT ORDER      -  SECOND    CLASS 0
 EH1744
 EH1744.The horizontal coordinates were scaled from a map and have
 EH1744.an estimated accuracy of +/- 6 seconds.
 EH1744
 EH1744.The orthometric height was determined by differential leveling and
 EH1744.adjusted by the NATIONAL GEODETIC SURVEY
 EH1744.in August 1993.
 EH1744
 EH1744.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1744.GEOID18 height accuracy estimate available here.
 EH1744
 EH1744.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT120858(NAD 83)
 EH1744
 EH1744                          SUPERSEDED SURVEY CONTROL
 EH1744
 EH1744  NAVD 88 (06/15/91)   60.118  (m)          197.24   (f) SUPERSEDED  2 0
 EH1744  NGVD 29 (11/26/84)   60.153  (m)          197.35   (f) ADJUSTED    2 0
 EH1744
 EH1744.Superseded values are not recommended for survey control.
 EH1744
 EH1744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1744.See file dsdata.pdf to determine how the superseded data were derived.
 EH1744
 EH1744_MARKER: P = PIPE CAP
 EH1744_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1744_STAMPING: 2
 EH1744_MARK LOGO: USACE
 EH1744_MAGNETIC: P = MARKER IS A STEEL PIPE
 EH1744_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1744
 EH1744  HISTORY     - Date     Condition        Report By
 EH1744  HISTORY     - UNK      MONUMENTED       USACE
 EH1744  HISTORY     - 1940     GOOD             CGS
 EH1744
 EH1744                          STATION DESCRIPTION
 EH1744
 EH1744'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1511 ***********************************************************************
 EH1511  DESIGNATION -  LMP 20
 EH1511  PID         -  EH1511
 EH1511  STATE/COUNTY-  AR/ARKANSAS
 EH1511  COUNTRY     -  US
 EH1511  USGS QUAD   -  GILLETT (2017)
 EH1511
 EH1511                         *CURRENT SURVEY CONTROL
 EH1511  ______________________________________________________________________
 EH1511* NAD 83(1986) POSITION- 34 03 51.     (N) 091 25 27.     (W)   SCALED
 EH1511* NAVD 88 ORTHO HEIGHT -    56.747 (meters)      186.18  (feet) ADJUSTED
 EH1511  ______________________________________________________________________
 EH1511  GEOID HEIGHT    -        -26.125 (meters)                     GEOID18
 EH1511  DYNAMIC HEIGHT  -         56.692 (meters)      186.00  (feet) COMP
 EH1511  MODELED GRAVITY -    979,653.9   (mgal)                       NAVD 88
 EH1511
 EH1511  VERT ORDER      -  SECOND    CLASS 0
 EH1511
 EH1511.The horizontal coordinates were scaled from a map and have
 EH1511.an estimated accuracy of +/- 6 seconds.
 EH1511
 EH1511.The orthometric height was determined by differential leveling and
 EH1511.adjusted by the NATIONAL GEODETIC SURVEY
 EH1511.in August 1993.
 EH1511
 EH1511.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1511.GEOID18 height accuracy estimate available here.
 EH1511
 EH1511.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT454703(NAD 83)
 EH1511
 EH1511                          SUPERSEDED SURVEY CONTROL
 EH1511
 EH1511  NGVD 29 (11/26/84)   56.859  (m)          186.54   (f) ADJUSTED    2 0
 EH1511
 EH1511.Superseded values are not recommended for survey control.
 EH1511
 EH1511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1511.See file dsdata.pdf to determine how the superseded data were derived.
 EH1511
 EH1511_MARKER: P = PIPE CAP
 EH1511_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1511_STAMPING: 20
 EH1511_MARK LOGO: USACE
 EH1511_MAGNETIC: P = MARKER IS A STEEL PIPE
 EH1511_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1511
 EH1511  HISTORY     - Date     Condition        Report By
 EH1511  HISTORY     - UNK      MONUMENTED       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1506 ***********************************************************************
 EH1506  DESIGNATION -  LMP 21
 EH1506  PID         -  EH1506
 EH1506  STATE/COUNTY-  AR/ARKANSAS
 EH1506  COUNTRY     -  US
 EH1506  USGS QUAD   -  GILLETT (2017)
 EH1506
 EH1506                         *CURRENT SURVEY CONTROL
 EH1506  ______________________________________________________________________
 EH1506* NAD 83(1986) POSITION- 34 03 24.     (N) 091 24 35.     (W)   SCALED
 EH1506* NAVD 88 ORTHO HEIGHT -    57.496 (meters)      188.63  (feet) ADJUSTED
 EH1506  ______________________________________________________________________
 EH1506  GEOID HEIGHT    -        -26.132 (meters)                     GEOID18
 EH1506  DYNAMIC HEIGHT  -         57.439 (meters)      188.45  (feet) COMP
 EH1506  MODELED GRAVITY -    979,654.1   (mgal)                       NAVD 88
 EH1506
 EH1506  VERT ORDER      -  SECOND    CLASS 0
 EH1506
 EH1506.The horizontal coordinates were scaled from a map and have
 EH1506.an estimated accuracy of +/- 6 seconds.
 EH1506
 EH1506.The orthometric height was determined by differential leveling and
 EH1506.adjusted by the NATIONAL GEODETIC SURVEY
 EH1506.in August 1993.
 EH1506
 EH1506.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1506.GEOID18 height accuracy estimate available here.
 EH1506
 EH1506.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT467695(NAD 83)
 EH1506
 EH1506                          SUPERSEDED SURVEY CONTROL
 EH1506
 EH1506  NGVD 29 (11/26/84)   57.610  (m)          189.01   (f) ADJUSTED    2 0
 EH1506
 EH1506.Superseded values are not recommended for survey control.
 EH1506
 EH1506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1506.See file dsdata.pdf to determine how the superseded data were derived.
 EH1506
 EH1506_MARKER: P = PIPE CAP
 EH1506_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1506_STAMPING: 21
 EH1506_MARK LOGO: USACE
 EH1506_MAGNETIC: P = MARKER IS A STEEL PIPE
 EH1506_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1506
 EH1506  HISTORY     - Date     Condition        Report By
 EH1506  HISTORY     - UNK      MONUMENTED       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1504 ***********************************************************************
 EH1504  DESIGNATION -  LMP 22
 EH1504  PID         -  EH1504
 EH1504  STATE/COUNTY-  AR/ARKANSAS
 EH1504  COUNTRY     -  US
 EH1504  USGS QUAD   -  GILLETT (2017)
 EH1504
 EH1504                         *CURRENT SURVEY CONTROL
 EH1504  ______________________________________________________________________
 EH1504* NAD 83(1986) POSITION- 34 03 03.     (N) 091 23 43.     (W)   SCALED
 EH1504* NAVD 88 ORTHO HEIGHT -    56.513 (meters)      185.41  (feet) ADJUSTED
 EH1504  ______________________________________________________________________
 EH1504  GEOID HEIGHT    -        -26.141 (meters)                     GEOID18
 EH1504  DYNAMIC HEIGHT  -         56.457 (meters)      185.23  (feet) COMP
 EH1504  MODELED GRAVITY -    979,654.3   (mgal)                       NAVD 88
 EH1504
 EH1504  VERT ORDER      -  SECOND    CLASS 0
 EH1504
 EH1504.The horizontal coordinates were scaled from a map and have
 EH1504.an estimated accuracy of +/- 6 seconds.
 EH1504
 EH1504.The orthometric height was determined by differential leveling and
 EH1504.adjusted by the NATIONAL GEODETIC SURVEY
 EH1504.in August 1993.
 EH1504
 EH1504.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1504.GEOID18 height accuracy estimate available here.
 EH1504
 EH1504.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT481689(NAD 83)
 EH1504
 EH1504                          SUPERSEDED SURVEY CONTROL
 EH1504
 EH1504  NGVD 29 (11/26/84)   56.630  (m)          185.79   (f) ADJUSTED    2 0
 EH1504
 EH1504.Superseded values are not recommended for survey control.
 EH1504
 EH1504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1504.See file dsdata.pdf to determine how the superseded data were derived.
 EH1504
 EH1504_MARKER: P = PIPE CAP
 EH1504_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1504_STAMPING: 22
 EH1504_MARK LOGO: USACE
 EH1504_MAGNETIC: P = MARKER IS A STEEL PIPE
 EH1504_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1504
 EH1504  HISTORY     - Date     Condition        Report By
 EH1504  HISTORY     - UNK      MONUMENTED       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1742 ***********************************************************************
 EH1742  DESIGNATION -  LMP 3
 EH1742  PID         -  EH1742
 EH1742  STATE/COUNTY-  AR/JEFFERSON
 EH1742  COUNTRY     -  US
 EH1742  USGS QUAD   -  MOSCOW (2017)
 EH1742
 EH1742                         *CURRENT SURVEY CONTROL
 EH1742  ______________________________________________________________________
 EH1742* NAD 83(1986) POSITION- 34 11 49.     (N) 091 46 37.     (W)   SCALED
 EH1742* NAVD 88 ORTHO HEIGHT -    62.346 (meters)      204.55  (feet) ADJUSTED
 EH1742  ______________________________________________________________________
 EH1742  GEOID HEIGHT    -        -26.016 (meters)                     GEOID18
 EH1742  DYNAMIC HEIGHT  -         62.285 (meters)      204.35  (feet) COMP
 EH1742  MODELED GRAVITY -    979,662.5   (mgal)                       NAVD 88
 EH1742
 EH1742  VERT ORDER      -  SECOND    CLASS 0
 EH1742
 EH1742.The horizontal coordinates were scaled from a map and have
 EH1742.an estimated accuracy of +/- 6 seconds.
 EH1742
 EH1742.The orthometric height was determined by differential leveling and
 EH1742.adjusted by the NATIONAL GEODETIC SURVEY
 EH1742.in August 1993.
 EH1742
 EH1742.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1742.GEOID18 height accuracy estimate available here.
 EH1742
 EH1742.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT126846(NAD 83)
 EH1742
 EH1742                          SUPERSEDED SURVEY CONTROL
 EH1742
 EH1742  NAVD 88 (06/15/91)   62.362  (m)          204.60   (f) SUPERSEDED  2 0
 EH1742  NGVD 29 (11/26/84)   62.397  (m)          204.71   (f) ADJUSTED    2 0
 EH1742
 EH1742.Superseded values are not recommended for survey control.
 EH1742
 EH1742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1742.See file dsdata.pdf to determine how the superseded data were derived.
 EH1742
 EH1742_MARKER: P = PIPE CAP
 EH1742_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1742_STAMPING: 3
 EH1742_MARK LOGO: USACE
 EH1742_MAGNETIC: P = MARKER IS A STEEL PIPE
 EH1742_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1742
 EH1742  HISTORY     - Date     Condition        Report By
 EH1742  HISTORY     - UNK      MONUMENTED       USACE
 EH1742  HISTORY     - 1940     GOOD             CGS
 EH1742
 EH1742                          STATION DESCRIPTION
 EH1742
 EH1742'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1740 ***********************************************************************
 EH1740  DESIGNATION -  LMP 4
 EH1740  PID         -  EH1740
 EH1740  STATE/COUNTY-  AR/JEFFERSON
 EH1740  COUNTRY     -  US
 EH1740  USGS QUAD   -  MOSCOW (2017)
 EH1740
 EH1740                         *CURRENT SURVEY CONTROL
 EH1740  ______________________________________________________________________
 EH1740* NAD 83(1986) POSITION- 34 11 10.     (N) 091 46 16.     (W)   SCALED
 EH1740* NAVD 88 ORTHO HEIGHT -    61.849 (meters)      202.92  (feet) ADJUSTED
 EH1740  ______________________________________________________________________
 EH1740  GEOID HEIGHT    -        -26.005 (meters)                     GEOID18
 EH1740  DYNAMIC HEIGHT  -         61.789 (meters)      202.72  (feet) COMP
 EH1740  MODELED GRAVITY -    979,662.2   (mgal)                       NAVD 88
 EH1740
 EH1740  VERT ORDER      -  SECOND    CLASS 0
 EH1740
 EH1740.The horizontal coordinates were scaled from a map and have
 EH1740.an estimated accuracy of +/- 6 seconds.
 EH1740
 EH1740.The orthometric height was determined by differential leveling and
 EH1740.adjusted by the NATIONAL GEODETIC SURVEY
 EH1740.in August 1993.
 EH1740
 EH1740.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1740.GEOID18 height accuracy estimate available here.
 EH1740
 EH1740.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT132834(NAD 83)
 EH1740
 EH1740                          SUPERSEDED SURVEY CONTROL
 EH1740
 EH1740  NAVD 88 (06/15/91)   61.867  (m)          202.98   (f) SUPERSEDED  2 0
 EH1740  NGVD 29 (11/26/84)   61.903  (m)          203.09   (f) ADJUSTED    2 0
 EH1740
 EH1740.Superseded values are not recommended for survey control.
 EH1740
 EH1740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1740.See file dsdata.pdf to determine how the superseded data were derived.
 EH1740
 EH1740_MARKER: P = PIPE CAP
 EH1740_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1740_STAMPING: 4
 EH1740_MARK LOGO: USACE
 EH1740_MAGNETIC: P = MARKER IS A STEEL PIPE
 EH1740_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1740
 EH1740  HISTORY     - Date     Condition        Report By
 EH1740  HISTORY     - UNK      MONUMENTED       USACE
 EH1740  HISTORY     - 1940     GOOD             CGS
 EH1740
 EH1740                          STATION DESCRIPTION
 EH1740
 EH1740'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1738 ***********************************************************************
 EH1738  DESIGNATION -  LMP 5
 EH1738  PID         -  EH1738
 EH1738  STATE/COUNTY-  AR/JEFFERSON
 EH1738  COUNTRY     -  US
 EH1738  USGS QUAD   -  MOSCOW (2017)
 EH1738
 EH1738                         *CURRENT SURVEY CONTROL
 EH1738  ______________________________________________________________________
 EH1738* NAD 83(1986) POSITION- 34 11 22.     (N) 091 45 17.     (W)   SCALED
 EH1738* NAVD 88 ORTHO HEIGHT -    60.182 (meters)      197.45  (feet) ADJUSTED
 EH1738  ______________________________________________________________________
 EH1738  GEOID HEIGHT    -        -26.017 (meters)                     GEOID18
 EH1738  DYNAMIC HEIGHT  -         60.123 (meters)      197.25  (feet) COMP
 EH1738  MODELED GRAVITY -    979,662.0   (mgal)                       NAVD 88
 EH1738
 EH1738  VERT ORDER      -  SECOND    CLASS 0
 EH1738
 EH1738.The horizontal coordinates were scaled from a map and have
 EH1738.an estimated accuracy of +/- 6 seconds.
 EH1738
 EH1738.The orthometric height was determined by differential leveling and
 EH1738.adjusted by the NATIONAL GEODETIC SURVEY
 EH1738.in August 1993.
 EH1738
 EH1738.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1738.GEOID18 height accuracy estimate available here.
 EH1738
 EH1738.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT147838(NAD 83)
 EH1738
 EH1738                          SUPERSEDED SURVEY CONTROL
 EH1738
 EH1738  NAVD 88 (06/15/91)   60.201  (m)          197.51   (f) SUPERSEDED  2 0
 EH1738  NGVD 29 (11/26/84)   60.238  (m)          197.63   (f) ADJUSTED    2 0
 EH1738
 EH1738.Superseded values are not recommended for survey control.
 EH1738
 EH1738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1738.See file dsdata.pdf to determine how the superseded data were derived.
 EH1738
 EH1738_MARKER: P = PIPE CAP
 EH1738_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1738_STAMPING: 5
 EH1738_MARK LOGO: USACE
 EH1738_MAGNETIC: P = MARKER IS A STEEL PIPE
 EH1738_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1738
 EH1738  HISTORY     - Date     Condition        Report By
 EH1738  HISTORY     - UNK      MONUMENTED       USACE
 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 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 = MARCH 20, 2026 22:17:28 EDT
 FF1480 ***********************************************************************
 FF1480  DESIGNATION -  LOCK
 FF1480  PID         -  FF1480
 FF1480  STATE/COUNTY-  AR/LONOKE
 FF1480  COUNTRY     -  US
 FF1480  USGS QUAD   -  BEEBE (2017)
 FF1480
 FF1480                         *CURRENT SURVEY CONTROL
 FF1480  ______________________________________________________________________
 FF1480* NAD 83(1986) POSITION- 35 01 26.     (N) 091 57 24.     (W)   SCALED
 FF1480* NAVD 88 ORTHO HEIGHT -    77.72  (+/-2cm)      255.0   (feet) VERTCON3
 FF1480  ______________________________________________________________________
 FF1480  GEOID HEIGHT    -        -27.283 (meters)                     GEOID18
 FF1480  VERT ORDER      -  ? (See Below)
 FF1480
 FF1480.The horizontal coordinates were scaled from a 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
 FF1480.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1480.GEOID18 height accuracy estimate available here.
 FF1480
 FF1480.The vertical order pertains to the NGVD 29 superseded value.
 FF1480
 FF1480.Click photographs - Photos may exist for this station.
 FF1480
 FF1480;                    North         East    Units  Estimated Accuracy
 FF1480;SPC AR S     -   661,460.      403,960.      MT  (+/- 180 meters Scaled)
 FF1480
 FF1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU951761(NAD 83)
 FF1480
 FF1480                          SUPERSEDED SURVEY CONTROL
 FF1480
 FF1480  NGVD 29 (11/26/84)   77.715  (m)          254.97   (f) ADJUSTED       
 FF1480
 FF1480.Superseded values are not recommended for survey control.
 FF1480
 FF1480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1480.See file dsdata.pdf to determine how the superseded data were derived.
 FF1480
 FF1480_MARKER: DD = SURVEY DISK
 FF1480_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF1480_STAMPING: LOCK 1934
 FF1480_MARK LOGO: CGS+SS
 FF1480_PROJECTION: FLUSH
 FF1480_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 DL0147 ***********************************************************************
 DL0147  DESIGNATION -  LOCK 6 BOLT
 DL0147  PID         -  DL0147
 DL0147  STATE/COUNTY-  AR/UNION
 DL0147  COUNTRY     -  US
 DL0147  USGS QUAD   -  FELSENTHAL DAM (2017)
 DL0147
 DL0147                         *CURRENT SURVEY CONTROL
 DL0147  ______________________________________________________________________
 DL0147* NAD 83(1986) POSITION- 33 01 55.72   (N) 092 05 19.89   (W)   HD_HELD1
 DL0147* NAVD 88 ORTHO HEIGHT -    19.87  (+/-2cm)       65.2   (feet) VERTCON3
 DL0147  ______________________________________________________________________
 DL0147  GEOID HEIGHT    -        -26.051 (meters)                     GEOID18
 DL0147  VERT ORDER      -  ? (See Below)
 DL0147
 DL0147.The horizontal coordinates were determined by differentially corrected
 DL0147.hand held GPS observations or other comparable positioning techniques
 DL0147.and have an estimated accuracy of +/- 3 meters.
 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
 DL0147.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0147.GEOID18 height accuracy estimate available here.
 DL0147
 DL0147.The vertical order pertains to the NGVD 29 superseded value.
 DL0147
 DL0147.Click photographs - Photos may exist for this station.
 DL0147
 DL0147;                    North         East    Units  Estimated Accuracy
 DL0147;SPC AR S     -   440,541.1     391,698.3     MT  (+/- 3 meters HH1 GPS) 
 DL0147
 DL0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS8508555219(NAD 83)
 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
 DL0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0147.See file dsdata.pdf to determine how the superseded data were derived.
 DL0147
 DL0147_MARKER: B = BOLT
 DL0147_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL0147_SP_SET: UNDERGROUND STONE
 DL0147_PROJECTION: RECESSED 91 CENTIMETERS
 DL0147_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0147
 DL0147  HISTORY     - Date     Condition        Report By
 DL0147  HISTORY     - UNK      MONUMENTED       USACE
 DL0147  HISTORY     - 1934     GOOD             CGS
 DL0147
 DL0147                          STATION DESCRIPTION
 DL0147
 DL0147'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FH0940 ***********************************************************************
 FH0940  DESIGNATION -  LOCKE TOWER
 FH0940  PID         -  FH0940
 FH0940  STATE/COUNTY-  AR/CRAWFORD
 FH0940  COUNTRY     -  US
 FH0940  USGS QUAD   -  FERN (2017)
 FH0940
 FH0940                         *CURRENT SURVEY CONTROL
 FH0940  ______________________________________________________________________
 FH0940* NAD 83(1997) POSITION- 35 38 58.00197(N) 094 04 43.70890(W)   ADJUSTED
 FH0940* NAVD 88 ORTHO HEIGHT -   544.4   (meters)     1786.    (feet) VERTCON3
 FH0940  ______________________________________________________________________
 FH0940  GEOID HEIGHT    -        -28.656 (meters)                     GEOID18
 FH0940  LAPLACE CORR    -          1.24  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0940.GEOID18 height accuracy estimate available here.
 FH0940
 FH0940.Click photographs - Photos may exist for this station.
 FH0940
 FH0940.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH0940
 FH0940. The following values were computed from the NAD 83(1997) position.
 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     -   0.99991906  x   0.99993658  =   0.99985564
 FH0940!UTM  15      -   0.99991906  x   0.99971753  =   0.99963661
 FH0940
 FH0940:                Primary Azimuth Mark                     Grid Az
 FH0940:SPC AR N     -  LOCKE TOWER AZ MK                        272 34 29.2
 FH0940:UTM  15      -  LOCKE TOWER AZ MK                        271 59 38.1
 FH0940
 FH0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV0233945603(NAD 83)
 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(1993)-  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
 FH0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0940.See file dsdata.pdf to determine how the superseded data were derived.
 FH0940
 FH0940_MARKER: DS = TRIANGULATION STATION DISK
 FH0940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0940_STAMPING: LOCKE TOWER 1935
 FH0940_MARK LOGO: CGS
 FH0940_PROJECTION: PROJECTING 5 CENTIMETERS
 FH0940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0940+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DM1170 ***********************************************************************
 DM1170  DESIGNATION -  LOCKESBURG MUNICIPAL TANK
 DM1170  PID         -  DM1170
 DM1170  STATE/COUNTY-  AR/SEVIER
 DM1170  COUNTRY     -  US
 DM1170  USGS QUAD   -  LOCKESBURG (2017)
 DM1170
 DM1170                         *CURRENT SURVEY CONTROL
 DM1170  ______________________________________________________________________
 DM1170* NAD 83(1997) POSITION- 33 58 07.10681(N) 094 10 01.43876(W)   ADJUSTED
 DM1170  ______________________________________________________________________
 DM1170  GEOID HEIGHT    -        -27.555 (meters)                     GEOID18
 DM1170  LAPLACE CORR    -          1.27  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1170.GEOID18 height accuracy estimate available here.
 DM1170
 DM1170.Click photographs - Photos may exist for this station.
 DM1170
 DM1170.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM1170
 DM1170. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT9218159292(NAD 83)
 DM1170
 DM1170                          SUPERSEDED SURVEY CONTROL
 DM1170
 DM1170  NAD 83(1993)-  33 58 07.11084(N)    094 10 01.43629(W) AD(       ) 3
 DM1170  NAD 83(1993)-  33 58 07.11083(N)    094 10 01.43609(W) AD(       ) 3
 DM1170  NAD 83(1986)-  33 58 07.11471(N)    094 10 01.43116(W) AD(       ) 3
 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
 DM1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1170.See file dsdata.pdf to determine how the superseded data were derived.
 DM1170
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1455 ***********************************************************************
 FF1455  DESIGNATION -  LOCO
 FF1455  PID         -  FF1455
 FF1455  STATE/COUNTY-  AR/WHITE
 FF1455  COUNTRY     -  US
 FF1455  USGS QUAD   -  MCRAE (2017)
 FF1455
 FF1455                         *CURRENT SURVEY CONTROL
 FF1455  ______________________________________________________________________
 FF1455* NAD 83(1986) POSITION- 35 06 17.     (N) 091 50 01.     (W)   SCALED
 FF1455* NAVD 88 ORTHO HEIGHT -    68.95  (+/-2cm)      226.2   (feet) VERTCON3
 FF1455  ______________________________________________________________________
 FF1455  GEOID HEIGHT    -        -27.330 (meters)                     GEOID18
 FF1455  VERT ORDER      -  ? (See Below)
 FF1455
 FF1455.The horizontal coordinates were scaled from a 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
 FF1455.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1455.GEOID18 height accuracy estimate available here.
 FF1455
 FF1455.The vertical order pertains to the NGVD 29 superseded value.
 FF1455
 FF1455.Click photographs - Photos may exist for this station.
 FF1455
 FF1455;                    North         East    Units  Estimated Accuracy
 FF1455;SPC AR N     -    85,590.      415,170.      MT  (+/- 180 meters Scaled)
 FF1455
 FF1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU063852(NAD 83)
 FF1455
 FF1455                          SUPERSEDED SURVEY CONTROL
 FF1455
 FF1455  NGVD 29 (11/26/84)   68.924  (m)          226.13   (f) ADJUSTED       
 FF1455
 FF1455.Superseded values are not recommended for survey control.
 FF1455
 FF1455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1455.See file dsdata.pdf to determine how the superseded data were derived.
 FF1455
 FF1455_MARKER: DD = SURVEY DISK
 FF1455_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF1455_STAMPING: LOCO 1934
 FF1455_MARK LOGO: CGS+SS
 FF1455_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1432 ***********************************************************************
 FF1432  DESIGNATION -  LOIS
 FF1432  PID         -  FF1432
 FF1432  STATE/COUNTY-  AR/WHITE
 FF1432  COUNTRY     -  US
 FF1432  USGS QUAD   -  KENSETT (2017)
 FF1432
 FF1432                         *CURRENT SURVEY CONTROL
 FF1432  ______________________________________________________________________
 FF1432* NAD 83(1986) POSITION- 35 12 32.     (N) 091 41 51.     (W)   SCALED
 FF1432* NAVD 88 ORTHO HEIGHT -    68.12  (+/-2cm)      223.5   (feet) VERTCON3
 FF1432  ______________________________________________________________________
 FF1432  GEOID HEIGHT    -        -27.351 (meters)                     GEOID18
 FF1432  VERT ORDER      -  ? (See Below)
 FF1432
 FF1432.The horizontal coordinates were scaled from a 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
 FF1432.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1432.GEOID18 height accuracy estimate available here.
 FF1432
 FF1432.The vertical order pertains to the NGVD 29 superseded value.
 FF1432
 FF1432.Click photographs - Photos may exist for this station.
 FF1432
 FF1432;                    North         East    Units  Estimated Accuracy
 FF1432;SPC AR N     -    97,180.      427,540.      MT  (+/- 180 meters Scaled)
 FF1432
 FF1432_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU185969(NAD 83)
 FF1432
 FF1432                          SUPERSEDED SURVEY CONTROL
 FF1432
 FF1432  NGVD 29 (11/26/84)   68.077  (m)          223.35   (f) ADJUSTED       
 FF1432
 FF1432.Superseded values are not recommended for survey control.
 FF1432
 FF1432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1432.See file dsdata.pdf to determine how the superseded data were derived.
 FF1432
 FF1432_MARKER: DD = SURVEY DISK
 FF1432_STAMPING: LOIS 1934
 FF1432_MARK LOGO: CGS+SS
 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 = MARCH 20, 2026 22:17:28 EDT
 DM1166 ***********************************************************************
 DM1166  DESIGNATION -  LOMMOND
 DM1166  PID         -  DM1166
 DM1166  STATE/COUNTY-  AR/SEVIER
 DM1166  COUNTRY     -  US
 DM1166  USGS QUAD   -  BEN LOMOND (2017)
 DM1166
 DM1166                         *CURRENT SURVEY CONTROL
 DM1166  ______________________________________________________________________
 DM1166* NAD 83(1997) POSITION- 33 50 22.74761(N) 094 05 41.02488(W)   ADJUSTED
 DM1166* NAVD 88 ORTHO HEIGHT -   152.    (meters)      499.    (feet) SCALED
 DM1166  ______________________________________________________________________
 DM1166  GEOID HEIGHT    -        -27.249 (meters)                     GEOID18
 DM1166  LAPLACE CORR    -          0.64  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1166.GEOID18 height accuracy estimate available here.
 DM1166
 DM1166.Click photographs - Photos may exist for this station.
 DM1166
 DM1166.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM1166
 DM1166. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 DM1166:SPC AR S     -  BEN LOMMOND LOOKOUT TOWER AFC            332 39 15.8
 DM1166:UTM  15      -  BEN LOMMOND LOOKOUT TOWER AFC            332 05 30.0
 DM1166
 DM1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT9871244916(NAD 83)
 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(1993)-  33 50 22.75265(N)    094 05 41.02137(W) AD(       ) 1
 DM1166  NAD 83(1993)-  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
 DM1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1166.See file dsdata.pdf to determine how the superseded data were derived.
 DM1166
 DM1166_MARKER: DS = TRIANGULATION STATION DISK
 DM1166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1166_STAMPING: LOMMOND 1941
 DM1166_MARK LOGO: CGS
 DM1166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1166+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1858 ***********************************************************************
 FG1858  DESIGNATION -  LONDON
 FG1858  PID         -  FG1858
 FG1858  STATE/COUNTY-  AR/POPE
 FG1858  COUNTRY     -  US
 FG1858  USGS QUAD   -  DELAWARE (2017)
 FG1858
 FG1858                         *CURRENT SURVEY CONTROL
 FG1858  ______________________________________________________________________
 FG1858* NAD 83(1997) POSITION- 35 22 03.46576(N) 093 15 00.70731(W)   ADJUSTED
 FG1858* NAVD 88 ORTHO HEIGHT -   264.8   (meters)      869.    (feet) VERTCON3
 FG1858  ______________________________________________________________________
 FG1858  GEOID HEIGHT    -        -29.183 (meters)                     GEOID18
 FG1858  LAPLACE CORR    -          1.57  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1858.GEOID18 height accuracy estimate available here.
 FG1858
 FG1858.Click photographs - Photos may exist for this station.
 FG1858
 FG1858.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1858
 FG1858. The following values were computed from the NAD 83(1997) position.
 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     -   0.99996302  x   0.99994304  =   0.99990606
 FG1858!UTM  15      -   0.99996302  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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV7727113841(NAD 83)
 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(1993)-  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
 FG1858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1858.See file dsdata.pdf to determine how the superseded data were derived.
 FG1858
 FG1858_MARKER: DS = TRIANGULATION STATION DISK
 FG1858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1858_STAMPING: LONDON 1940
 FG1858_MARK LOGO: CGS
 FG1858_PROJECTION: PROJECTING
 FG1858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1858+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1926 ***********************************************************************
 FG1926  DESIGNATION -  LONE
 FG1926  PID         -  FG1926
 FG1926  STATE/COUNTY-  AR/FRANKLIN
 FG1926  COUNTRY     -  US
 FG1926  USGS QUAD   -  CRAVENS (2017)
 FG1926
 FG1926                         *CURRENT SURVEY CONTROL
 FG1926  ______________________________________________________________________
 FG1926* NAD 83(1997) POSITION- 35 31 49.76999(N) 093 57 48.40933(W)   ADJUSTED
 FG1926* NAVD 88 ORTHO HEIGHT -   212.3   (meters)      697.    (feet) VERTCON3
 FG1926  ______________________________________________________________________
 FG1926  GEOID HEIGHT    -        -29.145 (meters)                     GEOID18
 FG1926  LAPLACE CORR    -          1.04  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1926.GEOID18 height accuracy estimate available here.
 FG1926
 FG1926.Click photographs - Photos may exist for this station.
 FG1926
 FG1926.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1926
 FG1926. The following values were computed from the NAD 83(1997) position.
 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     -   0.99997126  x   0.99993637  =   0.99990763
 FG1926!UTM  15      -   0.99997126  x   0.99969402  =   0.99966529
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV1265332301(NAD 83)
 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(1993)-  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
 FG1926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1926.See file dsdata.pdf to determine how the superseded data were derived.
 FG1926
 FG1926_MARKER: DS = TRIANGULATION STATION DISK
 FG1926_SETTING: 80 = SET IN A BOULDER
 FG1926_STAMPING: LONE 1971
 FG1926_MARK LOGO: CGS
 FG1926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1926+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0860 ***********************************************************************
 GE0860  DESIGNATION -  LONE OAK
 GE0860  PID         -  GE0860
 GE0860  STATE/COUNTY-  AR/SHARP
 GE0860  COUNTRY     -  US
 GE0860  USGS QUAD   -  RAVENDEN (2017)
 GE0860
 GE0860                         *CURRENT SURVEY CONTROL
 GE0860  ______________________________________________________________________
 GE0860* NAD 83(1997) POSITION- 36 08 59.30069(N) 091 21 04.20017(W)   ADJUSTED
 GE0860* NAVD 88 ORTHO HEIGHT -   203.83  (+/-2cm)      668.7   (feet) VERTCON3
 GE0860  ______________________________________________________________________
 GE0860  GEOID HEIGHT    -        -28.242 (meters)                     GEOID18
 GE0860  LAPLACE CORR    -          0.03  (seconds)                    DEFLEC18
 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
 GE0860.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0860.GEOID18 height accuracy estimate available here.
 GE0860
 GE0860.The vertical order pertains to the NGVD 29 superseded value.
 GE0860
 GE0860.Click photographs - Photos may exist for this station.
 GE0860
 GE0860.The Laplace correction was computed from DEFLEC18 derived deflections.
 GE0860
 GE0860. The following values were computed from the NAD 83(1997) position.
 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  =   0.99984355
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA4833001823(NAD 83)
 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             203.74   (m)          668.4    (f) LEVELING    3  
 GE0860
 GE0860.Superseded values are not recommended for survey control.
 GE0860
 GE0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0860.See file dsdata.pdf to determine how the superseded data were derived.
 GE0860
 GE0860_MARKER: DS = TRIANGULATION STATION DISK
 GE0860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0860_STAMPING: LONE OAK 1953
 GE0860_MARK LOGO: CGS
 GE0860_PROJECTION: FLUSH
 GE0860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0860+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0693 ***********************************************************************
 GF0693  DESIGNATION -  LONG
 GF0693  PID         -  GF0693
 GF0693  STATE/COUNTY-  AR/MARION
 GF0693  COUNTRY     -  US
 GF0693  USGS QUAD   -  BULL SHOALS (2017)
 GF0693
 GF0693                         *CURRENT SURVEY CONTROL
 GF0693  ______________________________________________________________________
 GF0693* NAD 83(1997) POSITION- 36 28 04.73023(N) 092 32 16.56936(W)   ADJUSTED
 GF0693* NAVD 88 ORTHO HEIGHT -   366.    (meters)     1201.    (feet) SCALED
 GF0693  ______________________________________________________________________
 GF0693  GEOID HEIGHT    -        -28.404 (meters)                     GEOID18
 GF0693  LAPLACE CORR    -          0.79  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0693.GEOID18 height accuracy estimate available here.
 GF0693
 GF0693.Click photographs - Photos may exist for this station.
 GF0693
 GF0693.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0693
 GF0693. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 GF0693:SPC AR N     -  WALLACE KNOB                             130 30 10.4
 GF0693:SPC MO C     -  WALLACE KNOB                             130 12 44.7
 GF0693:UTM  15      -  WALLACE KNOB                             129 54 54.8
 GF0693
 GF0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA4139735955(NAD 83)
 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
 GF0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0693.See file dsdata.pdf to determine how the superseded data were derived.
 GF0693
 GF0693_MARKER: DD = SURVEY DISK
 GF0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0693_STAMPING: LONG 1940
 GF0693_MARK LOGO: USACE
 GF0693_PROJECTION: FLUSH
 GF0693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0693+STABILITY: SURFACE MOTION
 GF0693
 GF0693  HISTORY     - Date     Condition        Report By
 GF0693  HISTORY     - 1940     MONUMENTED       USACE
 GF0693  HISTORY     - 1953     GOOD             CGS
 GF0693  HISTORY     - 1965     GOOD             CGS
 GF0693
 GF0693                          STATION DESCRIPTION
 GF0693
 GF0693'DESCRIBED BY COAST AND GEODETIC SURVEY 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1840 ***********************************************************************
 EJ1840  DESIGNATION -  LONO
 EJ1840  PID         -  EJ1840
 EJ1840  STATE/COUNTY-  AR/HOT SPRING
 EJ1840  COUNTRY     -  US
 EJ1840  USGS QUAD   -  WILLOW (2017)
 EJ1840
 EJ1840                         *CURRENT SURVEY CONTROL
 EJ1840  ______________________________________________________________________
 EJ1840* NAD 83(1997) POSITION- 34 09 52.61017(N) 092 41 24.09150(W)   ADJUSTED
 EJ1840* NAVD 88 ORTHO HEIGHT -   151.    (meters)      495.    (feet) SCALED
 EJ1840  ______________________________________________________________________
 EJ1840  GEOID HEIGHT    -        -26.300 (meters)                     GEOID18
 EJ1840  LAPLACE CORR    -          1.37  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1840.GEOID18 height accuracy estimate available here.
 EJ1840
 EJ1840.Click photographs - Photos may exist for this station.
 EJ1840
 EJ1840.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1840
 EJ1840. The following values were computed from the NAD 83(1997) position.
 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  =   0.99990147
 EJ1840!UTM  15      -   0.99998043  x   0.99961006  =   0.99959049
 EJ1840
 EJ1840:                Primary Azimuth Mark                     Grid Az
 EJ1840:SPC AR S     -  LANDERS                                  334 55 39.5
 EJ1840:UTM  15      -  LANDERS                                  334 22 02.5
 EJ1840
 EJ1840_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT2857080451(NAD 83)
 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
 EJ1840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1840.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1840
 EJ1840_MARKER: DS = TRIANGULATION STATION DISK
 EJ1840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1840_STAMPING: LONO 1964
 EJ1840_MARK LOGO: CGS
 EJ1840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1840+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2169 ***********************************************************************
 EH2169  DESIGNATION -  LONOKE E BASE
 EH2169  PID         -  EH2169
 EH2169  STATE/COUNTY-  AR/LONOKE
 EH2169  COUNTRY     -  US
 EH2169  USGS QUAD   -  CARLISLE (2017)
 EH2169
 EH2169                         *CURRENT SURVEY CONTROL
 EH2169  ______________________________________________________________________
 EH2169* NAD 83(1997) POSITION- 34 46 57.39421(N) 091 43 59.71466(W)   ADJUSTED
 EH2169* NAVD 88 ORTHO HEIGHT -    70.    (meters)      230.    (feet) SCALED
 EH2169  ______________________________________________________________________
 EH2169  GEOID HEIGHT    -        -26.885 (meters)                     GEOID18
 EH2169  LAPLACE CORR    -         -0.83  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2169.GEOID18 height accuracy estimate available here.
 EH2169
 EH2169.Click photographs - Photos may exist for this station.
 EH2169
 EH2169.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2169
 EH2169. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999323  x   1.00000359  =   0.99999682
 EH2169!UTM  15      -   0.99999323  x   0.99976556  =   0.99975880
 EH2169
 EH2169:                Primary Azimuth Mark                     Grid Az
 EH2169:SPC AR S     -  CARLISLE MUNICIPAL TANK                  278 59 17.1
 EH2169:UTM  15      -  CARLISLE MUNICIPAL TANK                  278 24 52.8
 EH2169
 EH2169_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU1590049666(NAD 83)
 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
 EH2169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2169.See file dsdata.pdf to determine how the superseded data were derived.
 EH2169
 EH2169_MARKER: DS = TRIANGULATION STATION DISK
 EH2169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2169_STAMPING: LONOKE E BASE 1934
 EH2169_MARK LOGO: CGS
 EH2169_PROJECTION: RECESSED 56 CENTIMETERS
 EH2169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2169+STABILITY: SURFACE MOTION
 EH2169_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2169+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2019
 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  HISTORY     - 20191030 GOOD             ARHD
 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 RAILROAD
 EH2169'RIGHT-OF-WAY AT THE FIRST PUBLIC-ROAD CROSSING, ABOUT 0.8 MILE E OF
 EH2169'THE RAILWAY STATION IN CARLISLE.  THE STATION IS 44.2 FEET E OF A N-S
 EH2169'ROAD, 78.2 FEET N OF THE N RAIL OF THE RAILROAD, 31.21 FEET N OF E-W
 EH2169'FENCE LINE, AND 98.02 FEET N OF TRAVERSE STATION CARLISLE.
 EH2169'
 EH2169'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 EH2169'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 STATION,
 EH2169'49.5 FEET S OF THE S RAIL OF THE CHICAGO ROCK ISLAND AND PACIFIC
 EH2169'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, 24
 EH2169'FEET E OF THE CENTER LINE OF A N-S COUNTRY ROAD, AND 2 FEET E OF THE
 EH2169'FENCE LINE.
 EH2169'
 EH2169'THE AZIMUTH MARK IS JUST E OF A FILLING STATION LORECO, SERVICE
 EH2169'STATION OWNED BY H. HUFF, 54 FEET S OF CENTER LINE OF U.S. HIGHWAY 70,
 EH2169'AND ABOUT 36 FEET FROM THE NE CORNER OF THE FILLING STATION, 0.2 MILE
 EH2169'E OF CARLISLE, AND 0.5 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 A DEPTH OF
 EH2169'14 INCHES IS LOCATED 29.3 FEET NE OF A FENCE CORNER, AND 23.7 FEET E
 EH2169'OF N-S FENCE LINE WAS FOUND IN GOOD 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 LINE.
 EH2169'
 EH2169'REFERENCE MARK NO.2 IS A CONCRETE POST 1.0 FOOT IN DIAMETER PROJECTING
 EH2169'0.5 FOOT.  IT IS LOCATED 185 FEET W OF PETERSONS WAREHOUSE (NW CORNER)
 EH2169'IT IS 151 FEET W OF CENTER LINE OF DIRT ROAD, 54.4 FEET S OF THE N
 EH2169'RAIL OF CHICAGO ROCK ISLAND AND PACIFIC RAILROAD, AND 24.3 FEET S OF
 EH2169'TELEGRAPH POLE NO.3620.  CONDITION GOOD.
 EH2169'
 EH2169'THE AZIMUTH MARK IS A CONCRETE POST 1.0 FOOT IN DIAMETER PROJECTING
 EH2169'0.67 FOOT.  IT IS LOCATED 57.4 FEET S OF THE CENTER LINE OF U.S.
 EH2169'HIGHWAY 70, 43.2 FEET NE OF CORNER OF FILLING STATION, AND 27.1 FEET W
 EH2169'OF CENTER LINE DIRT ROAD.  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 CONDITION.
 EH2169'THE PRESENT DESCRIPTION FOLLOWS- THE STATION IS ABOUT 0.8 MILE E OF
 EH2169'THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY STATION AT CARLISLE, ON
 EH2169'THE W.L. MURRAY PROPERTY (NOT ON THE RAILROAD RIGHT-OF-WAY)  NEAR A
 EH2169'ROAD CROSSING, 78.2 FEET N OF THE N RAIL OF THE MAIN TRACK OF THE
 EH2169'CHICAGO ROCK 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 FENCE, 44
 EH2169'FEET E OF THE CENTER LINE OF A ROAD, AND 37-1/2 FEET N OF RAILROAD
 EH2169'POLE NO. 102 PLUS 01.  THE SURFACE MARK IS ABOUT 14 INCHES BELOW
 EH2169'GROUND.  THE DISK IS STAMPED LONOKE EAST BASE 1934.
 EH2169'
 EH2169'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 EH2169'IN CONCRETE AS DESCRIBED.
 EH2169'
 EH2169'REFERENCE MARK NO.1 IS SW OF THE STATION, 169 FEET (NOT 151) W OF THE
 EH2169'CENTER LINE OF THE ROAD, 49.5 FEET S OF THE S RAIL OF THE MAIN TRACK,
 EH2169'1-1/2 FEET S OF THE RIGHT-OF-WAY FENCE, 24 FEET S OF POLE NO.3620, AND
 EH2169'6 FEET S OF A POLE.  THE MARK PROJECTS 8 INCHES ABOVE GROUND.  THE
 EH2169'DISK IS STAMPED E BASE LONOKE NO.1 1934.
 EH2169'
 EH2169'REFERENCE MARK NO.2, IS N OF THE STATION, 23 FEET E OF THE CENTER LINE
 EH2169'OF THE ROAD, 103.3 FEET SSW OF THE W.L. MURRAY RESIDENCE, AND 2-1/2
 EH2169'FEET E OF A FENCE.  THE MARK PROJECTS 8 INCHES ABOVE GROUND.  THE DISK
 EH2169'IS STAMPED E BASE LONOKE 1934 NO.2.
 EH2169'
 EH2169'THE DISTANCE BETWEEN THE REFERENCE MARKS WOULD BE DIFFICULT TO MEASURE
 EH2169'ACCURATELY.  H.E. BREEN IN 1935 APPARENTLY HAD THE NUMBERS OF THE
 EH2169'REFERENCE MARKS REVERSED.
 EH2169'
 EH2169'THE AZIMUTH MARK IS WSW OF THE STATION, 43.2 FEET ENE OF THE H. HUFF
 EH2169'SERVICE STATION, 57-1/2 FEET S OF THE CENTER LINE OF U.S. HIGHWAY 70,
 EH2169'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 10 FEET
 EH2169'HIGH AT THE AZIMUTH MARK IS NECESSARY TO CLEAR THE SIGN.  THE LINE
 EH2169'WILL PROBABLY BE TOTALLY OBSTRUCTED BY TREES IN 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 RECOVERY
 EH2169'NOTE, AND ARE IN GOOD CONDITION.  PRESENT DESCRIPTION FOLLOWS- STATION
 EH2169'IS A STANDARD BRONZE DISK IN A CONCRETE CYLINDER, AND IS BURIED ABOUT
 EH2169'15 INCHES, STAMPED LONOKE E BASE 1934.  STATION IS ABOUT 0.8 MILE E OF
 EH2169'THE RAILROAD STATION IN CARLISLE, ARKANSAS, ON PROPERTY OF W.L. MURRAY
 EH2169'AND NOT THE RAILROAD RIGHT-OF-WAY, NEAR A ROAD CROSSING.  IT IS 78.2
 EH2169'FEET N OF N RAIL OF MAIN TRACK OF CHICAGO, ROCK ISLAND AND PACIFIC
 EH2169'RAILWAY, 31 FEET N OF RIGHT-OF-WAY FENCE, 39 FEET NE OF A FENCE
 EH2169'CORNER, 24 FEET E OF A FENCE, 44 FEET E OF CENTER OF N-S ROAD (DIRT)
 EH2169'AND 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 CYLINDER,
 EH2169'STAMPED LONOKE E BASE NO.1 1934.  IT IS SW OF STATION ACROSS THE
 EH2169'TRACKS 169 FEET W OF CENTER LINE OF ROAD, 49.5 FEET S OF S RAIL OF
 EH2169'MAIN 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 ABOVE THE
 EH2169'GROUND.
 EH2169'
 EH2169'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN A CONCRETE
 EH2169'CYLINDER, STAMPED E BASE NO.2 1934, N OF STATION, 23 FEET E OF CENTER
 EH2169'LINE OF ROAD, 103.3 FEET SSW OF W.L. MURRAY RESIDENCE, AND 2-1/2 FEET
 EH2169'E OF A FENCE.  MARK PROJECTS 8 INCHES ABOVE GROUND.
 EH2169'
 EH2169'AZIMUTH MARK IS A STANDARD BRONZE DISK IN A CONCRETE CYLINDER, STAMPED
 EH2169'LONOKE E BASE AZIMUTH 1934, AND PROJECTS 8 INCHES ABOVE GROUND.  ABOVE
 EH2169'0.8 MILE WSW OF STATION, 43.2 FEET E OF CARSON AND LISENBY ESSO
 EH2169'STATION (OWNERS HAVE CHANGED THIS YEAR)  57-1/2 FEET S OF CENTER LINE
 EH2169'OF U.S. HIGHWAY 70, AND 28 FEET W OF CENTER LINE OF A DIRT ROAD.
 EH2169'THERE IS A SIGNBOARD ON LINE TO THE AZIMUTH MARK.  A SIGNAL 10 FEET
 EH2169'HIGH AT AZIMUTH IS NEEDED TO CLEAR SIGN.
 EH2169'
 EH2169'TO REACH THE STATION FROM LONOKE GO E ON U.S. HIGHWAY 70 TO CARLISLE,
 EH2169'THEN E ABOUT 0.8 MILE TO PETERSON WAREHOUSE, TURN N ON DIRT ROAD ABOUT
 EH2169'0.1 MILE ACROSS THE RAILROAD TRACKS AND 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 MILES E OF
 EH2169'LONOKE ON THE PROPERTY OF W.L. MURRAY WHO LIVES IN THE FIRST HOUSE N
 EH2169'OF THE STATION.  IT IS 15 INCHES BELOW THE SURFACE OF THE GROUND AND
 EH2169'78.2 FEET N OF THE N RAIL OF THE ROCK ISLAND RAILROAD AND 31 FEET N OF
 EH2169'N RIGHT-OF-WAY FENCE AND 44 FEET E OF THE CENTER LINE OF A N-S DIRT
 EH2169'ROAD.  STATION IS STAMPED LONOKE E BASE 1934.
 EH2169'
 EH2169'STATION IS REACHED AS FOLLOWS- FROM THE INTERSECTION OF THE MAIN N-S
 EH2169'STREET IN CARLISLE AND U.S. HIGHWAY 70,GO E ON U.S. HIGHWAY 70 1.0
 EH2169'MILE TO DIRT ROAD LEADING N ON THE W SIDE OF RICE WAREHOUSE, TURN LEFT
 EH2169'(N) AND GO ABOUT 100 YARDS TO RAILROAD CROSSING.  STATION IS ABOUT 30
 EH2169'YARDS NE OF THIS CROSSING.
 EH2169'
 EH2169'REFERENCE MARK NO.1 IS STAMPED LONOKE E BASE NO.1 1934 AND IS ABOUT
 EH2169'THE SAME ELEVATION AS THE STATION.  IT IS 1.0 FOOT S OF THE S
 EH2169'RIGHT-OF-WAY FENCE AND 169 FEET W OF THE CENTER LINE OF DIRT ROAD.
 EH2169'
 EH2169'REFERENCE MARK NO.2 IS STAMPED LONOKE E BASE NO.2 1934 AND IS ABOUT
 EH2169'THE ELEVATION OF THE STATION.  IT IS 1.0 FOOT E OF N-S FENCE ON THE W
 EH2169'SIDE OF MURRAYS PROPERTY.
 EH2169'
 EH2169'AZIMUTH MARK IS FLUSH WITH THE GROUND 57.5 FEET S OF THE CENTER LINE
 EH2169'OF U.S. HIGHWAY 70 AND 43.2 FEET E OF THE CARSON AND LISENBY SERVICE
 EH2169'STATION.
 EH2169'
 EH2169'ALL MARKS ARE IN GOOD CONDITION AND NO NEW MARKS WERE 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.  IT MAY BE
 EH2169'COVERED BY A DIRT FILL.
 EH2169'
 EH2169'REFERENCE MARK 1 IS 0.7 MI. E ALONG THE CHICAGO, ROCK ISLAND AND
 EH2169'PACIFIC RAILROAD FROM THE STATION AT CARLISLE, AT A ROAD CROSSING, 169
 EH2169'FT. W OF THE CENTERLINE OF A N-AND-S GRAVELED ROAD, 51 FT. W OF A
 EH2169'TELEPHONE POLE, 49.5 FT. S OF THE S RAIL OF THE MAIN TRACK, 1.2 FT. S
 EH2169'OF A FENCE, 1.2 FT. W OF A WITNESS POST, A REFERENCE-MARK DISK, SET IN
 EH2169'THE TOP OF 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 FARMHOUSE, 293
 EH2169'FT. N OF THE N RAIL OF THE MAIN TRACK, 62 FT. S OF A FENCE CORNER, 23
 EH2169'FT. E OF THE CENTERLINE OF A GRAVELED ROAD, 1 FT. E OF A FENCE, 1.8
 EH2169'FT. E OF A WITNESS POST, A REFERENCE-MARK DISK, SET IN THE TOP OF A
 EH2169'CONCRETE 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 OF THE
 EH2169'CENTERLINE OF U.S. HIGHWAY 70, 21 FT. NE OF THE NE CORNER OF MYRTLES
 EH2169'CAFE, 51.7 FT. SW OF A POWER POLE, 28 FT.  W OF THE CENTERLINE OF A
 EH2169'DIRT ROAD LEADING S, AN AZIMUTH-MARK DISK, SET IN THE TOP OF A
 EH2169'CONCRETE POST PROJECTING 0.1 FT.  ABOVE THE GROUND, AND STAMPED LONOKE
 EH2169'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 AZIMUTH MARK
 EH2169'WAS SEARCHED FOR BUT WAS NOT RECOVERED AND SHOULD BE CONSIDERED LOST.
 EH2169'A NEW AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.  THE DISTANCES AND
 EH2169'DIRECTIONS TO REFERENCE MARKS 1 AND 2 CHECKED.  THE STATION WAS FOUND
 EH2169'TO BE UNDER A GRAVELED DRIVEWAY, AND TOO CLOSE TO A POWER LINE TO
 EH2169'ERECT A TOWER OVER AT THIS TIME.  A REFERENCE MARK NO. 3 WAS
 EH2169'ESTABLISHED AND OCCUPIED AS THE STATION.  FOR FURTHER REFERENCE TO
 EH2169'THIS STATION, SEE THE DESCRIPTIONS OF LONOKE E 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, INCLUDING
 EH2169'THE 1934 AZIMUTH MARK.  FOLLOWING IS A DESCRIPTION OF THE 1934 AZIMUTH
 EH2169'MARK.
 EH2169'
 EH2169'AZIMUTH MARK IS A STANDARD DISK, STAMPED LONOKE E BASE AZI 1934, SET
 EH2169'IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND SURFACE.  IT
 EH2169'IS LOCATED IN THE PARKING AREA FOR MYRTLES CAFE, 57 FEET SOUTH OF THE
 EH2169'CENTER OF U.S. HIGHWAY 70, 52 FEET SOUTHWEST OF A POWERLINE POLE, 28
 EH2169'FEET WEST OF 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 SOUTH COURT
 EH2169'STREET FOR 0.15 MILE TO THE JUNCTION OF U.S. HIGHWAY 70.  TURN LEFT
 EH2169'AND GO EAST ON U.S. HIGHWAY 70 FOR 0.15 MILE TO MYRTLES CAFE ON THE
 EH2169'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 CONDITION.
 EH2169'HOWEVER, THE REFERENCE MARK NO. 1 IS NOW INSIDE A BUILDING OF THE
 EH2169'BRANDT MACHINE CO. AND COULD NOT BE CHECKED FOR ANGLE OR DISTANCE.  A
 EH2169'NEW REFERENCE MARK NO. 4 WAS ESTABLISHED.  THE STATION WAS OCCUPIED
 EH2169'AND ALL HORIZONTAL ANGLES OBSERVED USING A DISTANT RADIO MAST AS THE
 EH2169'INITIAL.  IN CHECKING THE HORIZONTAL ANGLES BETWEEN POSITIONED
 EH2169'INTERSECTION STATION CARLISLE, ARKANSAS STATE RICE MILL TALL WATER
 EH2169'TANK 1934, REFERENCE MARK NO. 2 AND TRAVERSE STATION CARLISLE 1916 BM
 EH2169'920 AGAINST THE 1934 VALUES, ALL CHECKED WITHIN THE REQUIRED LIMITS.
 EH2169'IN CHECKING THE HORIZONTAL MEASURED DISTANCE BETWEEN THE STATION AND
 EH2169'REFERENCE MARK NO. 2 A DISCREPANCY OF - 0.01 OF A FOOT WAS NOTED AS
 EH2169'MEASURED IN 1934 AND PLUS 0.14 OF A FOOT AS MEASURED IN 1938, AND -
 EH2169'0.01 OF A FOOT WAS NOTED BETWEEN 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, ABOUT 0.1
 EH2169'OF A MILE NORTH OF U, S, HIGHWAY 70 AND ON THE PROPERTY OF THE
 EH2169'WINCROCK FARMS, CARLISLE DIVISION.
 EH2169'
 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 OFFICE IN
 EH2169'CARLISLE, GO EASTERLY 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 GRAIN ELEVATOR AND
 EH2169'THE STATION ON THE RIGHT AS DESCRIBED.
 EH2169'
 EH2169'THE STATION IS 78.1 FEET NORTH OF THE NORTH RAIL OF THE CHICAGO, ROCK
 EH2169'ISLAND AND PACIFIC RAILROAD TRACK, 46 FEET EAST OF THE APPROXIMATE
 EH2169'CENTER OF A GRAVELED ROAD, 44.1 FEET WEST-NORTHWEST OF THE SOUTHWEST
 EH2169'CORNER OF A GRAIN ELEVATOR, 48.9 FEET WEST-SOUTHWEST OF THE NORTHWEST
 EH2169'CORNER OF THE ELEVATOR, 39.5 FEET NORTH-NORTHWEST OF A TELEPHONE POLE,
 EH2169'37 FEET SOUTH OF THE APPROXIMATE CENTER OF THE CONCRETE RAMP LEADING
 EH2169'INTO THE ELEVATOR, 26.2 FEET NORTH OF THE NORTH RAIL OF A SIDING, 25
 EH2169'FEET WEST OF A LARGE GAS METER, AND IN THE NORTH EDGE OF A GRAVELED
 EH2169'DRIVE ALONG THE SOUTH SIDE OF THE ELEVATOR.  IT IS A STANDARD DISK SET
 EH2169'IN THE TOP OF 12-INCH, ROUND, CONCRETE MONUMENT ABOUT 22 INCHES BELOW
 EH2169'THE SURFACE OF THE DRIVEWAY AND THE DISK IS STAMPED LONOKE E BASE
 EH2169'1934.  NOTE- BOTH THE 1934 AND 1938 DESCRIPTIONS STATE THAT THE DISK
 EH2169'IS STAMPED LONOKE EAST BASE 1934 WHICH IS IN ERROR.
 EH2169'
 EH2169'REFERENCE MARK NO. 2 IS 113 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 EH2169'THE WINROCK FARMS MAINTENANCE BUILDING, 93 FEET NORTH OF A SOUTHWEST
 EH2169'FENCE CORNER POST, 73 FEET SOUTH OF THE APPROXIMATE CENTER OF A
 EH2169'PRIVATE DRIVEWAY. 62 FEET SOUTH OF A NORTHWEST FENCE CORNER POST, 22
 EH2169'FEET EAST OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD, 1.1 FEET
 EH2169'EAST OF A METAL WITNESS POST AND SIGN, AND 0.5 OF A FOOT EAST OF A
 EH2169'WOVEN WIRE FENCE.  IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH,
 EH2169'ROUND, 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 STATION AND
 EH2169'THE DESCRIPTIVE MEASUREMENTS WILL BE FOUND IN THE DESCRIPTION FOR THAT
 EH2169'STATION.
 EH2169'
 EH2169'REFERENCE MARK NO. 4 IS 49.4 FEET SOUTH OF THE SOUTH RAIL OF THE
 EH2169'RAILROAD TRACK, 33 FEET WEST OF THE APPROXIMATE CENTER OF A PAVED
 EH2169'ROAD, 13 FEET SOUTH OF THE APPROXIMATE CENTER OF A GRAVELED DRIVEWAY,
 EH2169'11 FEET NORTH OF THE APPROXIMATE CENTER OF THE CONCRETE LOADING RAMP
 EH2169'FLOOR, 1.2 FEET NORTH OF THE SOUTH EDGE OF A CONCRETE FOOTING, AND 0.9
 EH2169'OF A FOOT EAST OF THE EAST EDGE OF A STEEL STANCHION SUPPORTING THE
 EH2169'ROOF OF 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 FOOTING
 EH2169'OF THE RAMP, AND THE DISK IS STAMPED LONOKE E BASE 1934 NO 4 1970.
 EH2169'
 EH2169'CARLISLE 1916 BM 920 IS 55 FEET EAST OF THE APPROXIMATE CENTER OF THE
 EH2169'PAVED ROAD, 47 FEET NORTH-NORTHEAST OF THE NORTHWEST CORNER OF THE
 EH2169'WINROCK FARMS SEEDHOUSE, 38.5 FEET EAST OF A RAILROAD SIGNAL AT
 EH2169'CROSSING, 24.1 FEET NORTH OF THE NORTH RAIL OF A RAILROAD SIGING, 17
 EH2169'FEET NORTH OF THE APPROXIMATE CENTER OF THE SEEDHOUSE DRIVE, 15 FEET
 EH2169'SOUTH OF THE SOUTH RAIL OF THE MAIN RAILROAD TRACK, AND 1.1 FEET EAST
 EH2169'OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD TRIANGULATION
 EH2169'STATION DISK SET IN THE TOP OF A 14-INCH, SQUARE, FLUSH, CONCRETE
 EH2169'MONUMENT AND THE DISK IS STAMPED CARLISLE 1916 BM 920.
 EH2169'
 EH2169'THE AZIMUTH MARK IS 185 FEET NORTH OF THE APPROXIMATE CENTER OF A
 EH2169'GRAVELED ROAD, 123 FEET NORTH OF THE WEST END OF A LARGE AMMONIA GAS
 EH2169'STORAGE TANK, 39.5 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD
 EH2169'TRACKS, 18 FEET EAST OF THE APPROXIMATE CENTER OF A DIRT ROAD, AND 2.0
 EH2169'FEET EAST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET
 EH2169'IN THE TOP OF A 10-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 4
 EH2169'INCHES AND THE DISK IS STAMPED LONOKE E.  BASE 1934 RESET 1965.
 EH2169'
 EH2169'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON GRAVELED AND
 EH2169'PAVED ROAD FOR APPROXIMATELY 0.1 OF A MILE TO A GRAVELED ROAD RIGHT
 EH2169'BETWEEN THE BRANDTS MACHINE CO. AND U. S. HIGHWAY 70.  HERE TURN RIGHT
 EH2169'ON THE GRAVELED ROAD AND GO WESTERLY FOR 0.15 OF A MILE TO A LARGE
 EH2169'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.
 EH2169
 EH2169                          STATION RECOVERY (2019)
 EH2169
 EH2169'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2019 (JDH)
 EH2169'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH2160 ***********************************************************************
 EH2160  DESIGNATION -  LONOKE E BASE AZ MK
 EH2160  PID         -  EH2160
 EH2160  STATE/COUNTY-  AR/LONOKE
 EH2160  COUNTRY     -  US
 EH2160  USGS QUAD   -  CARLISLE (2017)
 EH2160
 EH2160                         *CURRENT SURVEY CONTROL
 EH2160  ______________________________________________________________________
 EH2160* NAD 83(1986) POSITION- 34 46 48.     (N) 091 44 43.     (W)   SCALED
 EH2160* NAVD 88 ORTHO HEIGHT -    69.839 (meters)      229.13  (feet) ADJUSTED
 EH2160  ______________________________________________________________________
 EH2160  GEOID HEIGHT    -        -26.875 (meters)                     GEOID18
 EH2160  DYNAMIC HEIGHT  -         69.774 (meters)      228.92  (feet) COMP
 EH2160  MODELED GRAVITY -    979,697.9   (mgal)                       NAVD 88
 EH2160
 EH2160  VERT ORDER      -  FIRST     CLASS II
 EH2160
 EH2160.The horizontal coordinates were scaled from a map and have
 EH2160.an estimated accuracy of +/- 6 seconds.
 EH2160
 EH2160.The orthometric height was determined by differential leveling and
 EH2160.adjusted by the NATIONAL GEODETIC SURVEY
 EH2160.in June 1991.
 EH2160
 EH2160.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2160.GEOID18 height accuracy estimate available here.
 EH2160
 EH2160.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU148493(NAD 83)
 EH2160
 EH2160                          SUPERSEDED SURVEY CONTROL
 EH2160
 EH2160  NGVD 29 (11/26/84)   69.850  (m)          229.17   (f) ADJUSTED    1 2
 EH2160
 EH2160.Superseded values are not recommended for survey control.
 EH2160
 EH2160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2160.See file dsdata.pdf to determine how the superseded data were derived.
 EH2160
 EH2160_MARKER: DZ = AZIMUTH MARK DISK
 EH2160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2160_STAMPING: LONOKE E BASE AZI 1934
 EH2160_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2164 ***********************************************************************
 EH2164  DESIGNATION -  LONOKE E BASE RM 1
 EH2164  PID         -  EH2164
 EH2164  STATE/COUNTY-  AR/LONOKE
 EH2164  COUNTRY     -  US
 EH2164  USGS QUAD   -  CARLISLE (2017)
 EH2164
 EH2164                         *CURRENT SURVEY CONTROL
 EH2164  ______________________________________________________________________
 EH2164* NAD 83(1986) POSITION- 34 46 56.11   (N) 091 44 02.34   (W)   HD_HELD1
 EH2164* NAVD 88 ORTHO HEIGHT -    71.543 (meters)      234.72  (feet) ADJUSTED
 EH2164  ______________________________________________________________________
 EH2164  GEOID HEIGHT    -        -26.884 (meters)                     GEOID18
 EH2164  DYNAMIC HEIGHT  -         71.476 (meters)      234.50  (feet) COMP
 EH2164  MODELED GRAVITY -    979,697.6   (mgal)                       NAVD 88
 EH2164
 EH2164  VERT ORDER      -  FIRST     CLASS II
 EH2164
 EH2164.The horizontal coordinates were determined by differentially corrected
 EH2164.hand held GPS observations or other comparable positioning techniques
 EH2164.and have an estimated accuracy of +/- 3 meters.
 EH2164
 EH2164.The orthometric height was determined by differential leveling and
 EH2164.adjusted by the NATIONAL GEODETIC SURVEY
 EH2164.in June 1991.
 EH2164
 EH2164.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2164.GEOID18 height accuracy estimate available here.
 EH2164
 EH2164.Click photographs - Photos may exist for this station.
 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     -   634,684.6     424,348.4     MT  (+/- 3 meters HH1 GPS) 
 EH2164
 EH2164_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU1583449626(NAD 83)
 EH2164
 EH2164                          SUPERSEDED SURVEY CONTROL
 EH2164
 EH2164  NGVD 29 (11/26/84)   71.554  (m)          234.76   (f) ADJUSTED    1 2
 EH2164
 EH2164.Superseded values are not recommended for survey control.
 EH2164
 EH2164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2164.See file dsdata.pdf to determine how the superseded data were derived.
 EH2164
 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_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2171 ***********************************************************************
 EH2171  DESIGNATION -  LONOKE E BASE RM 2
 EH2171  PID         -  EH2171
 EH2171  STATE/COUNTY-  AR/LONOKE
 EH2171  COUNTRY     -  US
 EH2171  USGS QUAD   -  CARLISLE (2017)
 EH2171
 EH2171                         *CURRENT SURVEY CONTROL
 EH2171  ______________________________________________________________________
 EH2171* NAD 83(1986) POSITION- 34 46 59.51   (N) 091 43 59.87   (W)   HD_HELD1
 EH2171* NAVD 88 ORTHO HEIGHT -    71.724 (meters)      235.31  (feet) ADJUSTED
 EH2171  ______________________________________________________________________
 EH2171  GEOID HEIGHT    -        -26.886 (meters)                     GEOID18
 EH2171  DYNAMIC HEIGHT  -         71.657 (meters)      235.09  (feet) COMP
 EH2171  MODELED GRAVITY -    979,697.7   (mgal)                       NAVD 88
 EH2171
 EH2171  VERT ORDER      -  SECOND    CLASS I
 EH2171
 EH2171.The horizontal coordinates were determined by differentially corrected
 EH2171.hand held GPS observations or other comparable positioning techniques
 EH2171.and have an estimated accuracy of +/- 3 meters.
 EH2171
 EH2171.The orthometric height was determined by differential leveling and
 EH2171.adjusted by the NATIONAL GEODETIC SURVEY
 EH2171.in June 2022.
 EH2171
 EH2171.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2171.GEOID18 height accuracy estimate available here.
 EH2171
 EH2171.Click photographs - Photos may exist for this station.
 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     -   634,789.5     424,410.9     MT  (+/- 3 meters HH1 GPS) 
 EH2171
 EH2171_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU1589649731(NAD 83)
 EH2171
 EH2171                          SUPERSEDED SURVEY CONTROL
 EH2171
 EH2171  NAVD 88 (06/15/91)   71.721  (m)          235.30   (f) SUPERSEDED  1 2
 EH2171  NGVD 29 (11/26/84)   71.732  (m)          235.34   (f) ADJUSTED    1 2
 EH2171
 EH2171.Superseded values are not recommended for survey control.
 EH2171
 EH2171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2171.See file dsdata.pdf to determine how the superseded data were derived.
 EH2171
 EH2171_MARKER: DR = REFERENCE MARK DISK
 EH2171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2171_SP_SET: MONUMENT
 EH2171_STAMPING: E BASE LONOKE NO 2 1934
 EH2171_MARK LOGO: CGS
 EH2171_PROJECTION: PROJECTING 15 CENTIMETERS
 EH2171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2171+STABILITY: SURFACE MOTION
 EH2171_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2171+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2021
 EH2171
 EH2171  HISTORY     - Date     Condition        Report By
 EH2171  HISTORY     - 1934     MONUMENTED       CGS
 EH2171  HISTORY     - 1970     GOOD             NGS
 EH2171  HISTORY     - 20030609 GOOD             USACE
 EH2171  HISTORY     - 20140421 GOOD             ARHD
 EH2171  HISTORY     - 20211116 GOOD             ARHD
 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.
 EH2171
 EH2171                          STATION RECOVERY (2014)
 EH2171
 EH2171'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (JDH)
 EH2171'RECOVERED IN GOOD CONDITION.
 EH2171
 EH2171                          STATION RECOVERY (2021)
 EH2171
 EH2171'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2021 (JDH)
 EH2171'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH2172 ***********************************************************************
 EH2172  DESIGNATION -  LONOKE E BASE RM 3
 EH2172  PID         -  EH2172
 EH2172  STATE/COUNTY-  AR/LONOKE
 EH2172  COUNTRY     -  US
 EH2172  USGS QUAD   -  CARLISLE (2017)
 EH2172
 EH2172                         *CURRENT SURVEY CONTROL
 EH2172  ______________________________________________________________________
 EH2172* NAD 83(1997) POSITION- 34 46 58.43994(N) 091 43 59.60734(W)   ADJUSTED
 EH2172* NAVD 88 ORTHO HEIGHT -    71.03  (meters)      233.0   (feet) RESET
 EH2172  ______________________________________________________________________
 EH2172  GEOID HEIGHT    -        -26.886 (meters)                     GEOID18
 EH2172  LAPLACE CORR    -         -0.82  (seconds)                    DEFLEC18
 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
 EH2172.No vertical observational check was made to the station.
 EH2172
 EH2172.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2172.GEOID18 height accuracy estimate available here.
 EH2172
 EH2172.Click photographs - Photos may exist for this station.
 EH2172
 EH2172.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2172
 EH2172. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999307  x   1.00000366  =   0.99999673
 EH2172!UTM  15      -   0.99999307  x   0.99976557  =   0.99975864
 EH2172
 EH2172:                Primary Azimuth Mark                     Grid Az
 EH2172:SPC AR S     -  CARLISLE MUNICIPAL TANK                  277 23 57.0
 EH2172:UTM  15      -  CARLISLE MUNICIPAL TANK                  276 49 32.6
 EH2172
 EH2172_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU1590349698(NAD 83)
 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 (11/26/84)   71.397  (m)          234.24   (f) ADJUSTED       
 EH2172
 EH2172.Superseded values are not recommended for survey control.
 EH2172
 EH2172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2172.See file dsdata.pdf to determine how the superseded data were derived.
 EH2172
 EH2172_MARKER: DR = REFERENCE MARK DISK
 EH2172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2172_SP_SET: MONUMENT
 EH2172_STAMPING: LONOKE E. BASE NO 3 1934
 EH2172_MARK LOGO: CGS
 EH2172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2172+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2173 ***********************************************************************
 EH2173  DESIGNATION -  LONOKE E BASE RM 4
 EH2173  PID         -  EH2173
 EH2173  STATE/COUNTY-  AR/LONOKE
 EH2173  COUNTRY     -  US
 EH2173  USGS QUAD   -  CARLISLE (2017)
 EH2173
 EH2173                         *CURRENT SURVEY CONTROL
 EH2173  ______________________________________________________________________
 EH2173* NAD 83(1986) POSITION- 34 46 56.09   (N) 091 44 00.73   (W)   HD_HELD1
 EH2173* NAVD 88 ORTHO HEIGHT -    71.27  (meters)      233.8   (feet) RESET
 EH2173  ______________________________________________________________________
 EH2173  GEOID HEIGHT    -        -26.885 (meters)                     GEOID18
 EH2173  VERT ORDER      -  THIRD
 EH2173
 EH2173.The horizontal coordinates were determined by differentially corrected
 EH2173.hand held GPS observations or other comparable positioning techniques
 EH2173.and have an estimated accuracy of +/- 3 meters.
 EH2173
 EH2173.The orthometric height was computed from unverified reset data.
 EH2173
 EH2173.No vertical observational check was made to the station.
 EH2173
 EH2173.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2173.GEOID18 height accuracy estimate available here.
 EH2173
 EH2173.Click photographs - Photos may exist for this station.
 EH2173
 EH2173;                    North         East    Units  Estimated Accuracy
 EH2173;SPC AR S     -   634,684.1     424,389.3     MT  (+/- 3 meters HH1 GPS) 
 EH2173
 EH2173_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU1587549626(NAD 83)
 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
 EH2173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2173.See file dsdata.pdf to determine how the superseded data were derived.
 EH2173
 EH2173_MARKER: DR = REFERENCE MARK DISK
 EH2173_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 EH2173_SP_SET: FOOTING
 EH2173_STAMPING: LONOKE E BASE 1934 NO 4 1970
 EH2173_MARK LOGO: CGS
 EH2173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2173+STABILITY: SURFACE MOTION
 EH2173
 EH2173  HISTORY     - Date     Condition        Report By
 EH2173  HISTORY     - 1970     MONUMENTED       NGS
 EH2173
 EH2173                          STATION DESCRIPTION
 EH2173
 EH2173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 EH2173'0.5 MI EAST FROM CARLISLE.  THIS MARK IS AT THE LONOKE EAST BASE 1934
 EH2173'TRIANGULATION STATION SITE, 254.96 FEET SOUTH-SOUTHWEST OF LONOKE E.
 EH2173'BASE RM 3, 156.41 FEET SOUTHWEST OF LONOKE EAST BASE, 95.98 FEET
 EH2173'WEST-SOUTHWEST OF CARLISLE, 49.4 FEET SOUTH OF THE SOUTH RAIL OF THE
 EH2173'CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD TRACKS, 33 FEET WEST OF THE
 EH2173'APPROXIMATE CENTER OF A PAVED ROAD, 13 FEET SOUTH OF THE APPROXIMATE
 EH2173'CENTER OF A GRAVELED DRIVEWAY, 11 FEET NORTH OF THE APPROXIMATE CENTER
 EH2173'OF THE CONCRETE LOADING RAMP FLOOR, 1.2 FEET NORTH OF THE SOUTH EDGE
 EH2173'OF A CONCRETE FOOTING, AND 0.9 OF A FOOT EAST OF THE EAST EDGE OF A
 EH2173'STEEL STANCHION SUPPORTING THE ROOF OF THE RAMP LEADING INTO THE
 EH2173'BRANDT MACHINE CO.  IT IS A STANDARD REFERENCE MARK DISK CEMENTED IN A
 EH2173'DRILL HOLE IN THE 2 1/2 BY 3 FOOT CONCRETE FOOTING OF THE RAMP, AND
 EH2173'THE DISK IS STAMPED LONOKE E BASE 1934 NO 4 1970.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH2115 ***********************************************************************
 EH2115  DESIGNATION -  LONOKE RM
 EH2115  PID         -  EH2115
 EH2115  STATE/COUNTY-  AR/LONOKE
 EH2115  COUNTRY     -  US
 EH2115  USGS QUAD   -  LONOKE (2017)
 EH2115
 EH2115                         *CURRENT SURVEY CONTROL
 EH2115  ______________________________________________________________________
 EH2115* NAD 83(1986) POSITION- 34 47 03.84   (N) 091 53 47.61   (W)   HD_HELD1
 EH2115* NAVD 88 ORTHO HEIGHT -    73.695 (meters)      241.78  (feet) ADJUSTED
 EH2115  ______________________________________________________________________
 EH2115  GEOID HEIGHT    -        -26.798 (meters)                     GEOID18
 EH2115  DYNAMIC HEIGHT  -         73.626 (meters)      241.55  (feet) COMP
 EH2115  MODELED GRAVITY -    979,703.6   (mgal)                       NAVD 88
 EH2115
 EH2115  VERT ORDER      -  FIRST     CLASS II
 EH2115
 EH2115.The horizontal coordinates were determined by differentially corrected
 EH2115.hand held GPS observations or other comparable positioning techniques
 EH2115.and have an estimated accuracy of +/- 3 meters.
 EH2115
 EH2115.The orthometric height was determined by differential leveling and
 EH2115.adjusted by the NATIONAL GEODETIC SURVEY
 EH2115.in June 1991.
 EH2115
 EH2115.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2115.GEOID18 height accuracy estimate available here.
 EH2115
 EH2115.Click photographs - Photos may exist for this station.
 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     -   634,895.9     409,467.7     MT  (+/- 3 meters HH1 GPS) 
 EH2115
 EH2115_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU0095649688(NAD 83)
 EH2115
 EH2115                          SUPERSEDED SURVEY CONTROL
 EH2115
 EH2115  NGVD 29 (11/26/84)   73.709  (m)          241.83   (f) ADJUSTED    1 2
 EH2115
 EH2115.Superseded values are not recommended for survey control.
 EH2115
 EH2115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2115.See file dsdata.pdf to determine how the superseded data were derived.
 EH2115
 EH2115_MARKER: DR = REFERENCE MARK DISK
 EH2115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2115_STAMPING: BM
 EH2115_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2113 ***********************************************************************
 EH2113  DESIGNATION -  LONOKE W BASE
 EH2113  PID         -  EH2113
 EH2113  STATE/COUNTY-  AR/LONOKE
 EH2113  COUNTRY     -  US
 EH2113  USGS QUAD   -  LONOKE (2017)
 EH2113
 EH2113                         *CURRENT SURVEY CONTROL
 EH2113  ______________________________________________________________________
 EH2113* NAD 83(1997) POSITION- 34 47 03.62355(N) 091 53 47.62640(W)   ADJUSTED
 EH2113* NAVD 88 ORTHO HEIGHT -    73.793 (meters)      242.10  (feet) ADJUSTED
 EH2113  ______________________________________________________________________
 EH2113  GEOID HEIGHT    -        -26.798 (meters)                     GEOID18
 EH2113  LAPLACE CORR    -         -0.84  (seconds)                    DEFLEC18
 EH2113  DYNAMIC HEIGHT  -         73.724 (meters)      241.88  (feet) COMP
 EH2113  MODELED GRAVITY -    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 and
 EH2113.adjusted by the NATIONAL GEODETIC SURVEY
 EH2113.in June 1991.
 EH2113
 EH2113.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2113.GEOID18 height accuracy estimate available here.
 EH2113
 EH2113.Click photographs - Photos may exist for this station.
 EH2113
 EH2113.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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  =   0.99971825
 EH2113
 EH2113:                Primary Azimuth Mark                     Grid Az
 EH2113:SPC AR S     -  LONOKE W BASE AZ MK                      092 32 45.7
 EH2113:UTM  15      -  LONOKE W BASE AZ MK                      091 58 27.7
 EH2113
 EH2113_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU0095649682(NAD 83)
 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              73.82   (m)          242.2    (f) LEVELING    3  
 EH2113  NGVD 29 (11/26/84)   73.806  (m)          242.15   (f) ADJUSTED    1 2
 EH2113
 EH2113.Superseded values are not recommended for survey control.
 EH2113
 EH2113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2113.See file dsdata.pdf to determine how the superseded data were derived.
 EH2113
 EH2113_MARKER: DS = TRIANGULATION STATION DISK
 EH2113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2113_STAMPING: LONOKE WEST BASE 1934
 EH2113_MARK LOGO: CGS
 EH2113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2113+STABILITY: SURFACE MOTION
 EH2113_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH2113+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2014
 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  HISTORY     - 20140422 GOOD             ARHD
 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.
 EH2113
 EH2113                          STATION RECOVERY (2014)
 EH2113
 EH2113'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014
 EH2113'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH2120 ***********************************************************************
 EH2120  DESIGNATION -  LONOKE W BASE AZ MK
 EH2120  PID         -  EH2120
 EH2120  STATE/COUNTY-  AR/LONOKE
 EH2120  COUNTRY     -  US
 EH2120  USGS QUAD   -  POCKET PRAIRIE (2017)
 EH2120
 EH2120                         *CURRENT SURVEY CONTROL
 EH2120  ______________________________________________________________________
 EH2120* NAD 83(1986) POSITION- 34 47 00.6    (N) 091 52 27.3    (W)   HD_HELD2
 EH2120* NAVD 88 ORTHO HEIGHT -    73.054 (meters)      239.68  (feet) ADJUSTED
 EH2120  ______________________________________________________________________
 EH2120  GEOID HEIGHT    -        -26.809 (meters)                     GEOID18
 EH2120  DYNAMIC HEIGHT  -         72.986 (meters)      239.45  (feet) COMP
 EH2120  MODELED GRAVITY -    979,702.6   (mgal)                       NAVD 88
 EH2120
 EH2120  VERT ORDER      -  FIRST     CLASS II
 EH2120
 EH2120.The horizontal coordinates were established by autonomous hand held GPS
 EH2120.observations and have an estimated accuracy of +/- 10 meters.
 EH2120
 EH2120.The orthometric height was determined by differential leveling and
 EH2120.adjusted by the NATIONAL GEODETIC SURVEY
 EH2120.in June 1991.
 EH2120
 EH2120.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2120.GEOID18 height accuracy estimate available here.
 EH2120
 EH2120.Click photographs - Photos may exist for this station.
 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     -   634,798.      411,510.      MT  (+/- 10 meters HH2 GPS)
 EH2120
 EH2120_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU0299849611(NAD 83)
 EH2120
 EH2120                          SUPERSEDED SURVEY CONTROL
 EH2120
 EH2120  NGVD 29 (11/26/84)   73.068  (m)          239.72   (f) ADJUSTED    1 2
 EH2120
 EH2120.Superseded values are not recommended for survey control.
 EH2120
 EH2120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2120.See file dsdata.pdf to determine how the superseded data were derived.
 EH2120
 EH2120_MARKER: DZ = AZIMUTH MARK DISK
 EH2120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2120_STAMPING: LONOKE WEST BASE AZI 1934
 EH2120_MARK LOGO: CGS
 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'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 = MARCH 20, 2026 22:17:28 EDT
 FF1442 ***********************************************************************
 FF1442  DESIGNATION -  LOOK
 FF1442  PID         -  FF1442
 FF1442  STATE/COUNTY-  AR/WHITE
 FF1442  COUNTRY     -  US
 FF1442  USGS QUAD   -  KENSETT (2017)
 FF1442
 FF1442                         *CURRENT SURVEY CONTROL
 FF1442  ______________________________________________________________________
 FF1442* NAD 83(1986) POSITION- 35 10 24.     (N) 091 44 38.     (W)   SCALED
 FF1442* NAVD 88 ORTHO HEIGHT -    67.69  (+/-2cm)      222.1   (feet) VERTCON3
 FF1442  ______________________________________________________________________
 FF1442  GEOID HEIGHT    -        -27.351 (meters)                     GEOID18
 FF1442  VERT ORDER      -  ? (See Below)
 FF1442
 FF1442.The horizontal coordinates were scaled from a 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
 FF1442.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1442.GEOID18 height accuracy estimate available here.
 FF1442
 FF1442.The vertical order pertains to the NGVD 29 superseded value.
 FF1442
 FF1442.Click photographs - Photos may exist for this station.
 FF1442
 FF1442;                    North         East    Units  Estimated Accuracy
 FF1442;SPC AR N     -    93,220.      423,330.      MT  (+/- 180 meters Scaled)
 FF1442
 FF1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU143929(NAD 83)
 FF1442
 FF1442                          SUPERSEDED SURVEY CONTROL
 FF1442
 FF1442  NGVD 29 (11/26/84)   67.653  (m)          221.96   (f) ADJUSTED       
 FF1442
 FF1442.Superseded values are not recommended for survey control.
 FF1442
 FF1442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1442.See file dsdata.pdf to determine how the superseded data were derived.
 FF1442
 FF1442_MARKER: DD = SURVEY DISK
 FF1442_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF1442_STAMPING: LOOK 1934
 FF1442_MARK LOGO: CGS+SS
 FF1442_PROJECTION: PROJECTING 21 CENTIMETERS
 FF1442_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0875 ***********************************************************************
 GE0875  DESIGNATION -  LOOKOUT TOWER 214 4
 GE0875  PID         -  GE0875
 GE0875  STATE/COUNTY-  AR/SHARP
 GE0875  COUNTRY     -  US
 GE0875  USGS QUAD   -  WIRTH (2017)
 GE0875
 GE0875                         *CURRENT SURVEY CONTROL
 GE0875  ______________________________________________________________________
 GE0875* NAD 83(1997) POSITION- 36 23 24.73044(N) 091 25 40.58686(W)   ADJUSTED
 GE0875  ______________________________________________________________________
 GE0875  GEOID HEIGHT    -        -28.459 (meters)                     GEOID18
 GE0875  LAPLACE CORR    -          0.52  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0875.GEOID18 height accuracy estimate available here.
 GE0875
 GE0875.Click photographs - Photos may exist for this station.
 GE0875
 GE0875.The Laplace correction was computed from DEFLEC18 derived deflections.
 GE0875
 GE0875. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA4098928376(NAD 83)
 GE0875
 GE0875                          SUPERSEDED SURVEY CONTROL
 GE0875
 GE0875  NAD 83(1986)-  36 23 24.73901(N)    091 25 40.58566(W) AD(       ) 3
 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
 GE0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0875.See file dsdata.pdf to determine how the superseded data were derived.
 GE0875
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1284 ***********************************************************************
 DL1284  DESIGNATION -  LOOKOUT TOWER 3 3 AFC
 DL1284  PID         -  DL1284
 DL1284  STATE/COUNTY-  AR/CALHOUN
 DL1284  COUNTRY     -  US
 DL1284  USGS QUAD   -  CHAMBERSVILLE (2017)
 DL1284
 DL1284                         *CURRENT SURVEY CONTROL
 DL1284  ______________________________________________________________________
 DL1284* NAD 83(1997) POSITION- 33 38 21.63104(N) 092 27 36.14943(W)   ADJUSTED
 DL1284  ______________________________________________________________________
 DL1284  GEOID HEIGHT    -        -26.077 (meters)                     GEOID18
 DL1284  LAPLACE CORR    -          0.52  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1284.GEOID18 height accuracy estimate available here.
 DL1284
 DL1284.Click photographs - Photos may exist for this station.
 DL1284
 DL1284.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1284
 DL1284. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT5007422298(NAD 83)
 DL1284
 DL1284                          SUPERSEDED SURVEY CONTROL
 DL1284
 DL1284  NAD 83(1993)-  33 38 21.64007(N)    092 27 36.14096(W) AD(       ) 3
 DL1284  NAD 83(1986)-  33 38 21.64213(N)    092 27 36.14249(W) AD(       ) 3
 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
 DL1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1284.See file dsdata.pdf to determine how the superseded data were derived.
 DL1284
 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 = MARCH 20, 2026 22:17:28 EDT
 FF2091 ***********************************************************************
 FF2091  DESIGNATION -  LOOKOUT TOWER 3 MI S PINETREE
 FF2091  PID         -  FF2091
 FF2091  STATE/COUNTY-  AR/ST FRANCIS
 FF2091  COUNTRY     -  US
 FF2091  USGS QUAD   -  HAWKINS (2017)
 FF2091
 FF2091                         *CURRENT SURVEY CONTROL
 FF2091  ______________________________________________________________________
 FF2091* NAD 83(1997) POSITION- 35 05 12.90644(N) 090 55 44.75501(W)   ADJUSTED
 FF2091  ______________________________________________________________________
 FF2091  GEOID HEIGHT    -        -27.006 (meters)                     GEOID18
 FF2091  LAPLACE CORR    -          0.20  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF2091.GEOID18 height accuracy estimate available here.
 FF2091
 FF2091.Click photographs - Photos may exist for this station.
 FF2091
 FF2091.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF2091
 FF2091. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU8878784643(NAD 83)
 FF2091
 FF2091                          SUPERSEDED SURVEY CONTROL
 FF2091
 FF2091  NAD 83(1995)-  35 05 12.91373(N)    090 55 44.75266(W) AD(       ) 3
 FF2091  NAD 83(1986)-  35 05 12.91582(N)    090 55 44.75394(W) AD(       ) 3
 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
 FF2091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2091.See file dsdata.pdf to determine how the superseded data were derived.
 FF2091
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1419 ***********************************************************************
 DL1419  DESIGNATION -  LOOKOUT TOWER 35 AFC
 DL1419  PID         -  DL1419
 DL1419  STATE/COUNTY-  AR/DALLAS
 DL1419  COUNTRY     -  US
 DL1419  USGS QUAD   -  SPARKMAN (2017)
 DL1419
 DL1419                         *CURRENT SURVEY CONTROL
 DL1419  ______________________________________________________________________
 DL1419* NAD 83(1997) POSITION- 33 55 48.94565(N) 092 46 19.82868(W)   ADJUSTED
 DL1419  ______________________________________________________________________
 DL1419  GEOID HEIGHT    -        -26.342 (meters)                     GEOID18
 DL1419  LAPLACE CORR    -          1.40  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1419.GEOID18 height accuracy estimate available here.
 DL1419
 DL1419.Click photographs - Photos may exist for this station.
 DL1419
 DL1419.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1419
 DL1419. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT2105654447(NAD 83)
 DL1419
 DL1419                          SUPERSEDED SURVEY CONTROL
 DL1419
 DL1419  NAD 83(1993)-  33 55 48.95515(N)    092 46 19.82028(W) AD(       ) 3
 DL1419  NAD 83(1986)-  33 55 48.95572(N)    092 46 19.82048(W) AD(       ) 3
 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
 DL1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1419.See file dsdata.pdf to determine how the superseded data were derived.
 DL1419
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0663 ***********************************************************************
 GF0663  DESIGNATION -  LOOKOUT TOWER 4 UNIT 16
 GF0663  PID         -  GF0663
 GF0663  STATE/COUNTY-  AR/BAXTER
 GF0663  COUNTRY     -  US
 GF0663  USGS QUAD   -  GAMALIEL (2017)
 GF0663
 GF0663                         *CURRENT SURVEY CONTROL
 GF0663  ______________________________________________________________________
 GF0663* NAD 83(1997) POSITION- 36 22 49.61996(N) 092 09 34.33270(W)   ADJUSTED
 GF0663  ______________________________________________________________________
 GF0663  GEOID HEIGHT    -        -28.319 (meters)                     GEOID18
 GF0663  LAPLACE CORR    -          1.41  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0663.GEOID18 height accuracy estimate available here.
 GF0663
 GF0663.Click photographs - Photos may exist for this station.
 GF0663
 GF0663.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0663
 GF0663. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA7538426475(NAD 83)
 GF0663
 GF0663                          SUPERSEDED SURVEY CONTROL
 GF0663
 GF0663  NAD 83(1986)-  36 22 49.63056(N)    092 09 34.33289(W) AD(       ) 3
 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
 GF0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0663.See file dsdata.pdf to determine how the superseded data were derived.
 GF0663
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1473 ***********************************************************************
 FF1473  DESIGNATION -  LOOP
 FF1473  PID         -  FF1473
 FF1473  STATE/COUNTY-  AR/LONOKE
 FF1473  COUNTRY     -  US
 FF1473  USGS QUAD   -  BEEBE (2017)
 FF1473
 FF1473                         *CURRENT SURVEY CONTROL
 FF1473  ______________________________________________________________________
 FF1473* NAD 83(1986) POSITION- 35 02 33.     (N) 091 55 30.     (W)   SCALED
 FF1473* NAVD 88 ORTHO HEIGHT -    67.35  (+/-2cm)      221.0   (feet) VERTCON3
 FF1473  ______________________________________________________________________
 FF1473  GEOID HEIGHT    -        -27.299 (meters)                     GEOID18
 FF1473  VERT ORDER      -  ? (See Below)
 FF1473
 FF1473.The horizontal coordinates were scaled from a 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
 FF1473.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1473.GEOID18 height accuracy estimate available here.
 FF1473
 FF1473.The vertical order pertains to the NGVD 29 superseded value.
 FF1473
 FF1473.Click photographs - Photos may exist for this station.
 FF1473
 FF1473;                    North         East    Units  Estimated Accuracy
 FF1473;SPC AR S     -   663,530.      406,840.      MT  (+/- 180 meters Scaled)
 FF1473
 FF1473_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU980782(NAD 83)
 FF1473
 FF1473                          SUPERSEDED SURVEY CONTROL
 FF1473
 FF1473  NGVD 29 (11/26/84)   67.337  (m)          220.92   (f) ADJUSTED       
 FF1473
 FF1473.Superseded values are not recommended for survey control.
 FF1473
 FF1473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1473.See file dsdata.pdf to determine how the superseded data were derived.
 FF1473
 FF1473_MARKER: DD = SURVEY DISK
 FF1473_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF1473_STAMPING: LOOP 1934
 FF1473_MARK LOGO: CGS+SS
 FF1473_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH3036 ***********************************************************************
 EH3036  DESIGNATION -  LOOP 2
 EH3036  PID         -  EH3036
 EH3036  STATE/COUNTY-  AR/JEFFERSON
 EH3036  COUNTRY     -  US
 EH3036  USGS QUAD   -  ROB ROY (2017)
 EH3036
 EH3036                         *CURRENT SURVEY CONTROL
 EH3036  ______________________________________________________________________
 EH3036* NAD 83(1997) POSITION- 34 20 01.83731(N) 091 55 56.52066(W)   ADJUSTED
 EH3036* NAVD 88 ORTHO HEIGHT -    66.    (meters)      217.    (feet) SCALED
 EH3036  ______________________________________________________________________
 EH3036  GEOID HEIGHT    -        -26.103 (meters)                     GEOID18
 EH3036  LAPLACE CORR    -         -0.58  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH3036.GEOID18 height accuracy estimate available here.
 EH3036
 EH3036.Click photographs - Photos may exist for this station.
 EH3036
 EH3036.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH3036
 EH3036. The following values were computed from the NAD 83(1997) position.
 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  =   0.99971262
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT9820899689(NAD 83)
 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
 EH3036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3036.See file dsdata.pdf to determine how the superseded data were derived.
 EH3036
 EH3036_MARKER: DS = TRIANGULATION STATION DISK
 EH3036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH3036_STAMPING: LOOP 2 1965
 EH3036_MARK LOGO: CGS
 EH3036_PROJECTION: FLUSH
 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 = MARCH 20, 2026 22:17:28 EDT
 EH0758 ***********************************************************************
 EH0758  DESIGNATION -  LORAYS
 EH0758  PID         -  EH0758
 EH0758  STATE/COUNTY-  AR/DESHA
 EH0758  COUNTRY     -  US
 EH0758  USGS QUAD   -  LACONIA (2017)
 EH0758
 EH0758                         *CURRENT SURVEY CONTROL
 EH0758  ______________________________________________________________________
 EH0758* NAD 83(1997) POSITION- 34 07 04.26649(N) 090 57 53.39124(W)   ADJUSTED
 EH0758* NAD 83(1997) ELLIP HT-    30.308 (meters)        (09/14/99)   ADJUSTED
 EH0758* NAVD 88 ORTHO HEIGHT -    56.705 (meters)      186.04  (feet) ADJUSTED
 EH0758  ______________________________________________________________________
 EH0758  GEOID HEIGHT    -        -26.598 (meters)                     GEOID18
 EH0758  NAD 83(1997) X  -    -89,008.627 (meters)                     COMP
 EH0758  NAD 83(1997) Y  - -5,285,212.774 (meters)                     COMP
 EH0758  NAD 83(1997) Z  -  3,557,293.655 (meters)                     COMP
 EH0758  LAPLACE CORR    -         -0.80  (seconds)                    DEFLEC18
 EH0758  DYNAMIC HEIGHT  -         56.649 (meters)      185.86  (feet) COMP
 EH0758  MODELED GRAVITY -    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 and
 EH0758.adjusted by the NATIONAL GEODETIC SURVEY
 EH0758.in September 2022.
 EH0758
 EH0758.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0758.GEOID18 height accuracy estimate available here.
 EH0758
 EH0758.Click photographs - Photos may exist for this station.
 EH0758
 EH0758.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH0758
 EH0758.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH0758
 EH0758.The ellipsoidal height was determined by GPS observations
 EH0758.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(1997) position.
 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 46.3
 EH0758:UTM  15      -  THORNTON                                 197 58 01.3
 EH0758
 EH0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT8769877093(NAD 83)
 EH0758
 EH0758|---------------------------------------------------------------------|
 EH0758| PID    Reference Object                     Distance      Geod. Az  |
 EH0758|                                                           dddmmss.s |
 EH0758| EH2811 THORNTON                            APPROX. 5.4 KM 1990632.0 |
 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(1993)-  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  NAVD 88 (06/15/91)   56.687  (m)          185.98   (f) SUPERSEDED  1 2
 EH0758  NGVD 29              56.75   (m)          186.2    (f) LEVELING    3  
 EH0758  NGVD 29 (11/26/84)   56.747  (m)          186.18   (f) ADJUSTED    1 2
 EH0758
 EH0758.Superseded values are not recommended for survey control.
 EH0758
 EH0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0758.See file dsdata.pdf to determine how the superseded data were derived.
 EH0758
 EH0758_MARKER: DS = TRIANGULATION STATION DISK
 EH0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0758_STAMPING: LORAYS 1964
 EH0758_MARK LOGO: CGS
 EH0758_PROJECTION: FLUSH
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1461 ***********************************************************************
 FF1461  DESIGNATION -  LOST
 FF1461  PID         -  FF1461
 FF1461  STATE/COUNTY-  AR/WHITE
 FF1461  COUNTRY     -  US
 FF1461  USGS QUAD   -  MCRAE (2017)
 FF1461
 FF1461                         *CURRENT SURVEY CONTROL
 FF1461  ______________________________________________________________________
 FF1461* NAD 83(1986) POSITION- 35 04 54.     (N) 091 51 52.     (W)   SCALED
 FF1461* NAVD 88 ORTHO HEIGHT -    69.29  (+/-2cm)      227.3   (feet) VERTCON3
 FF1461  ______________________________________________________________________
 FF1461  GEOID HEIGHT    -        -27.320 (meters)                     GEOID18
 FF1461  VERT ORDER      -  ? (See Below)
 FF1461
 FF1461.The horizontal coordinates were scaled from a 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
 FF1461.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1461.GEOID18 height accuracy estimate available here.
 FF1461
 FF1461.The vertical order pertains to the NGVD 29 superseded value.
 FF1461
 FF1461.Click photographs - Photos may exist for this station.
 FF1461
 FF1461;                    North         East    Units  Estimated Accuracy
 FF1461;SPC AR N     -    83,030.      412,360.      MT  (+/- 180 meters Scaled)
 FF1461
 FF1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU035826(NAD 83)
 FF1461
 FF1461                          SUPERSEDED SURVEY CONTROL
 FF1461
 FF1461  NGVD 29 (11/26/84)   69.275  (m)          227.28   (f) ADJUSTED       
 FF1461
 FF1461.Superseded values are not recommended for survey control.
 FF1461
 FF1461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1461.See file dsdata.pdf to determine how the superseded data were derived.
 FF1461
 FF1461_MARKER: DD = SURVEY DISK
 FF1461_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF1461_STAMPING: LOST 1934
 FF1461_MARK LOGO: CGS+SS
 FF1461_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1825 ***********************************************************************
 FF1825  DESIGNATION -  LOST
 FF1825  PID         -  FF1825
 FF1825  STATE/COUNTY-  AR/PRAIRIE
 FF1825  COUNTRY     -  US
 FF1825  USGS QUAD   -  GREGORY SW (2017)
 FF1825
 FF1825                         *CURRENT SURVEY CONTROL
 FF1825  ______________________________________________________________________
 FF1825* NAD 83(1997) POSITION- 35 02 28.87692(N) 091 25 56.74971(W)   ADJUSTED
 FF1825* NAVD 88 ORTHO HEIGHT -    60.    (meters)      197.    (feet) SCALED
 FF1825  ______________________________________________________________________
 FF1825  GEOID HEIGHT    -        -27.234 (meters)                     GEOID18
 FF1825  LAPLACE CORR    -          0.76  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1825.GEOID18 height accuracy estimate available here.
 FF1825
 FF1825.Click photographs - Photos may exist for this station.
 FF1825
 FF1825.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1825
 FF1825. The following values were computed from the NAD 83(1997) position.
 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;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     -   0.99999485  x   1.00007282  =   1.00006767
 FF1825!UTM  15      -   0.99999485  x   0.99985195  =   0.99984680
 FF1825
 FF1825:                Primary Azimuth Mark                     Grid Az
 FF1825:SPC AR S     -  LOST AZ MK                               323 58 19.4
 FF1825:UTM  15      -  LOST AZ MK                               323 23 22.3
 FF1825
 FF1825_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU4297778752(NAD 83)
 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
 FF1825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1825.See file dsdata.pdf to determine how the superseded data were derived.
 FF1825
 FF1825_MARKER: DS = TRIANGULATION STATION DISK
 FF1825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1825_STAMPING: LOST 1954
 FF1825_MARK LOGO: CGS
 FF1825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1825+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2911 ***********************************************************************
 EH2911  DESIGNATION -  LOUISIANA
 EH2911  PID         -  EH2911
 EH2911  STATE/COUNTY-  AR/PHILLIPS
 EH2911  COUNTRY     -  US
 EH2911  USGS QUAD   -  MONROE (2017)
 EH2911
 EH2911                         *CURRENT SURVEY CONTROL
 EH2911  ______________________________________________________________________
 EH2911* NAD 83(1997) POSITION- 34 38 43.78650(N) 091 02 57.32119(W)   ADJUSTED
 EH2911* NAVD 88 ORTHO HEIGHT -    60.    (meters)      197.    (feet) SCALED
 EH2911  ______________________________________________________________________
 EH2911  GEOID HEIGHT    -        -26.761 (meters)                     GEOID18
 EH2911  LAPLACE CORR    -         -0.37  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2911.GEOID18 height accuracy estimate available here.
 EH2911
 EH2911.Click photographs - Photos may exist for this station.
 EH2911
 EH2911.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2911
 EH2911. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999479  x   0.99997522  =   0.99997001
 EH2911!UTM  15      -   0.99999479  x   0.99999399  =   0.99998878
 EH2911
 EH2911:                Primary Azimuth Mark                     Grid Az
 EH2911:SPC AR S     -  LOUISIANA AZ MK                          341 00 10.6
 EH2911:UTM  15      -  LOUISIANA AZ MK                          340 25 32.8
 EH2911
 EH2911_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU7878535461(NAD 83)
 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(1993)-  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
 EH2911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2911.See file dsdata.pdf to determine how the superseded data were derived.
 EH2911
 EH2911_MARKER: DS = TRIANGULATION STATION DISK
 EH2911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2911_STAMPING: LOUISIANA 1965
 EH2911_MARK LOGO: CGS
 EH2911_PROJECTION: FLUSH
 EH2911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2911+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2910 ***********************************************************************
 EH2910  DESIGNATION -  LOUISIANA PURCHASE MARKER
 EH2910  PID         -  EH2910
 EH2910  STATE/COUNTY-  AR/PHILLIPS
 EH2910  COUNTRY     -  US
 EH2910  USGS QUAD   -  MONROE (2017)
 EH2910
 EH2910                         *CURRENT SURVEY CONTROL
 EH2910  ______________________________________________________________________
 EH2910* NAD 83(1997) POSITION- 34 38 44.45490(N) 091 03 07.33724(W)   ADJUSTED
 EH2910* NAVD 88 ORTHO HEIGHT -    56.    (meters)      184.    (feet) SCALED
 EH2910  ______________________________________________________________________
 EH2910  GEOID HEIGHT    -        -26.760 (meters)                     GEOID18
 EH2910  LAPLACE CORR    -         -0.34  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2910.GEOID18 height accuracy estimate available here.
 EH2910
 EH2910.Click photographs - Photos may exist for this station.
 EH2910
 EH2910.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2910
 EH2910. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999541  x   0.99997526  =   0.99997067
 EH2910!UTM  15      -   0.99999541  x   0.99999286  =   0.99998827
 EH2910
 EH2910_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU7852935477(NAD 83)
 EH2910
 EH2910                          SUPERSEDED SURVEY CONTROL
 EH2910
 EH2910  NAD 83(1993)-  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
 EH2910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2910.See file dsdata.pdf to determine how the superseded data were derived.
 EH2910
 EH2910_MARKER: V = STONE MONUMENT
 EH2910_SETTING: 2 = IMBEDDED OR DRIVEN IN THE GROUND
 EH2910_SP_SET: OBJECT IMBEDDED IN GROUND
 EH2910_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH2910_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH2910+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2015
 EH2910
 EH2910  HISTORY     - Date     Condition        Report By
 EH2910  HISTORY     - 1815     MONUMENTED       LOCSUR
 EH2910  HISTORY     - 1965     GOOD             CGS
 EH2910  HISTORY     - 20030116 GOOD             GEOCAC
 EH2910  HISTORY     - 20041022 GOOD             USPSQD
 EH2910  HISTORY     - 20120107 GOOD             GEOCAC
 EH2910  HISTORY     - 20150309 GOOD             GEOCAC
 EH2910  HISTORY     - 20151017 GOOD             USACEL
 EH2910
 EH2910                          STATION DESCRIPTION
 EH2910
 EH2910'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1815 (PR)
 EH2910'MARK SET IN 1815 BY SURVEYOR PROSPECT ROBBINS.
 EH2910
 EH2910                          STATION RECOVERY (1965)
 EH2910
 EH2910'RECOVERY NOTE 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.
 EH2910
 EH2910                          STATION RECOVERY (2012)
 EH2910
 EH2910'RECOVERY NOTE BY GEOCACHING 2012 (JA)
 EH2910'RECOVERED IN GOOD CONDITION.
 EH2910
 EH2910                          STATION RECOVERY (2015)
 EH2910
 EH2910'RECOVERY NOTE BY GEOCACHING 2015 (LPC)
 EH2910'RECOVERED IN GOOD CONDITION.
 EH2910
 EH2910                          STATION RECOVERY (2015)
 EH2910
 EH2910'RECOVERY NOTE BY USACE LITTLE ROCK 2015 (SCC)
 EH2910'FOUND AT THE END OF A BOARD WALK IN THE LOUISANIA PURCHASE PARK. THE
 EH2910'POINT IS NOT
 EH2910'SUITABLE FOR GPS. IT IS ESTIMATED THAT AN ANTENNA WOULD HAVE TO BE 20
 EH2910'PLUS METERS ABOVE
 EH2910'THE STONE TO GET A CLEAR VIEW.
 EH2910'IT IS RUMORED THAT THE MARK HAS BEEN RAISED UP MY THE ARKANSAS STATE
 EH2910'PARKS.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1464 ***********************************************************************
 FF1464  DESIGNATION -  LOVE
 FF1464  PID         -  FF1464
 FF1464  STATE/COUNTY-  AR/WHITE
 FF1464  COUNTRY     -  US
 FF1464  USGS QUAD   -  BEEBE (2017)
 FF1464
 FF1464                         *CURRENT SURVEY CONTROL
 FF1464  ______________________________________________________________________
 FF1464* NAD 83(1986) POSITION- 35 04 13.     (N) 091 52 46.     (W)   SCALED
 FF1464* NAVD 88 ORTHO HEIGHT -    74.845 (meters)      245.55  (feet) POSTED
 FF1464  ______________________________________________________________________
 FF1464  GEOID HEIGHT    -        -27.313 (meters)                     GEOID18
 FF1464  DYNAMIC HEIGHT  -         74.78  (meters)      245.3   (feet) COMP
 FF1464  MODELED GRAVITY -    979,716.8   (mgal)                       NAVD 88
 FF1464
 FF1464  VERT ORDER      -  * POSTED, SEE BELOW
 FF1464
 FF1464.The horizontal coordinates were scaled from a 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
 FF1464.* This is a POSTED BENCH MARK height.
 FF1464
 FF1464.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1464.GEOID18 height accuracy estimate available here.
 FF1464
 FF1464.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU021814(NAD 83)
 FF1464
 FF1464                          SUPERSEDED SURVEY CONTROL
 FF1464
 FF1464  NGVD 29 (11/26/84)   74.838  (m)          245.53   (f) ADJUSTED    2 0
 FF1464
 FF1464.Superseded values are not recommended for survey control.
 FF1464
 FF1464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1464.See file dsdata.pdf to determine how the superseded data were derived.
 FF1464
 FF1464_MARKER: DD = SURVEY DISK
 FF1464_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF1464_STAMPING: LOVE 1934
 FF1464_MARK LOGO: CGS+SS
 FF1464_PROJECTION: RECESSED 20 CENTIMETERS
 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, WHITE COUNTY, NEAR
 FF1464'1/4 CORNER, BETWEEN SECS. 8 AND 9, T5N, R8W, 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 = MARCH 20, 2026 22:17:28 EDT
 FH0953 ***********************************************************************
 FH0953  DESIGNATION -  LOVELL
 FH0953  PID         -  FH0953
 FH0953  STATE/COUNTY-  AR/CRAWFORD
 FH0953  COUNTRY     -  US
 FH0953  USGS QUAD   -  MOUNTAINBURG (2017)
 FH0953
 FH0953                         *CURRENT SURVEY CONTROL
 FH0953  ______________________________________________________________________
 FH0953* NAD 83(1997) POSITION- 35 42 04.10152(N) 094 08 46.44270(W)   ADJUSTED
 FH0953* NAVD 88 ORTHO HEIGHT -   608.    (meters)     1995.    (feet) SCALED
 FH0953  ______________________________________________________________________
 FH0953  GEOID HEIGHT    -        -28.517 (meters)                     GEOID18
 FH0953  LAPLACE CORR    -          0.70  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0953.GEOID18 height accuracy estimate available here.
 FH0953
 FH0953.Click photographs - Photos may exist for this station.
 FH0953
 FH0953.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH0953
 FH0953. The following values were computed from the NAD 83(1997) position.
 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  =   0.99984705
 FH0953!UTM  15      -   0.99990903  x   0.99973251  =   0.99964157
 FH0953
 FH0953:                Primary Azimuth Mark                     Grid Az
 FH0953:SPC AR N     -  LOCKE TOWER                              134 26 46.4
 FH0953:UTM  15      -  LOCKE TOWER                              133 51 58.6
 FH0953
 FH0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9630251406(NAD 83)
 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(1993)-  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
 FH0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0953.See file dsdata.pdf to determine how the superseded data were derived.
 FH0953
 FH0953_MARKER: DS = TRIANGULATION STATION DISK
 FH0953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0953_STAMPING: LOVELL 1935
 FH0953_MARK LOGO: CGS
 FH0953_PROJECTION: FLUSH
 FH0953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0953+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FH0954 ***********************************************************************
 FH0954  DESIGNATION -  LOVELL RM 3
 FH0954  PID         -  FH0954
 FH0954  STATE/COUNTY-  AR/CRAWFORD
 FH0954  COUNTRY     -  US
 FH0954  USGS QUAD   -  MOUNTAINBURG (2017)
 FH0954
 FH0954                         *CURRENT SURVEY CONTROL
 FH0954  ______________________________________________________________________
 FH0954* NAD 83(1997) POSITION- 35 42 03.84059(N) 094 08 46.98406(W)   ADJUSTED
 FH0954* NAVD 88 ORTHO HEIGHT -   608.7   (meters)     1997.    (feet) VERTCON3
 FH0954  ______________________________________________________________________
 FH0954  GEOID HEIGHT    -        -28.517 (meters)                     GEOID18
 FH0954  LAPLACE CORR    -          0.71  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0954.GEOID18 height accuracy estimate available here.
 FH0954
 FH0954.Click photographs - Photos may exist for this station.
 FH0954
 FH0954.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH0954
 FH0954. The following values were computed from the NAD 83(1997) position.
 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     -   0.99990894  x   0.99993801  =   0.99984696
 FH0954!UTM  15      -   0.99990894  x   0.99973254  =   0.99964150
 FH0954
 FH0954:                Primary Azimuth Mark                     Grid Az
 FH0954:SPC AR N     -  LOVELL AZ MK                             217 18 50.3
 FH0954:UTM  15      -  LOVELL AZ MK                             216 44 02.5
 FH0954
 FH0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9628851398(NAD 83)
 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(1993)-  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
 FH0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0954.See file dsdata.pdf to determine how the superseded data were derived.
 FH0954
 FH0954_MARKER: DR = REFERENCE MARK DISK
 FH0954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0954_STAMPING: LOVELL 1935 NO 3 1971
 FH0954_MARK LOGO: CGS
 FH0954_PROJECTION: FLUSH
 FH0954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0954+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EK0852 ***********************************************************************
 EK0852  DESIGNATION -  LOVING
 EK0852  PID         -  EK0852
 EK0852  STATE/COUNTY-  AR/SCOTT
 EK0852  COUNTRY     -  US
 EK0852  USGS QUAD   -  LOVING (2019)
 EK0852
 EK0852                         *CURRENT SURVEY CONTROL
 EK0852  ______________________________________________________________________
 EK0852* NAD 83(1997) POSITION- 34 49 26.86845(N) 094 26 12.46359(W)   ADJUSTED
 EK0852* NAVD 88 ORTHO HEIGHT -   415.09  (+/-2cm)     1361.8   (feet) VERTCON3
 EK0852  ______________________________________________________________________
 EK0852  GEOID HEIGHT    -        -31.247 (meters)                     GEOID18
 EK0852  LAPLACE CORR    -          3.40  (seconds)                    DEFLEC18
 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
 EK0852.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0852.GEOID18 height accuracy estimate available here.
 EK0852
 EK0852.The vertical order pertains to the NGVD 29 superseded value.
 EK0852
 EK0852.Click photographs - Photos may exist for this station.
 EK0852
 EK0852.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0852
 EK0852. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU6860554480(NAD 83)
 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(1993)-  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             414.98   (m)         1361.5    (f) LEVELING    3  
 EK0852
 EK0852.Superseded values are not recommended for survey control.
 EK0852
 EK0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0852.See file dsdata.pdf to determine how the superseded data were derived.
 EK0852
 EK0852_MARKER: DS = TRIANGULATION STATION DISK
 EK0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0852_STAMPING: LOVING 1952
 EK0852_MARK LOGO: CGS
 EK0852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0852+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0236 ***********************************************************************
 EJ0236  DESIGNATION -  LOW
 EJ0236  PID         -  EJ0236
 EJ0236  STATE/COUNTY-  AR/PULASKI
 EJ0236  COUNTRY     -  US
 EJ0236  USGS QUAD   -  MAYFLOWER (2017)
 EJ0236
 EJ0236                         *CURRENT SURVEY CONTROL
 EJ0236  ______________________________________________________________________
 EJ0236* NAD 83(1986) POSITION- 34 55 48.47   (N) 092 29 12.10   (W)   HD_HELD1
 EJ0236* NAVD 88 ORTHO HEIGHT -    84.202 (meters)      276.25  (feet) ADJUSTED
 EJ0236  ______________________________________________________________________
 EJ0236  GEOID HEIGHT    -        -27.558 (meters)                     GEOID18
 EJ0236  DYNAMIC HEIGHT  -         84.123 (meters)      275.99  (feet) COMP
 EJ0236  MODELED GRAVITY -    979,692.9   (mgal)                       NAVD 88
 EJ0236
 EJ0236  VERT ORDER      -  SECOND    CLASS I
 EJ0236
 EJ0236.The horizontal coordinates were determined by differentially corrected
 EJ0236.hand held GPS observations or other comparable positioning techniques
 EJ0236.and have an estimated accuracy of +/- 3 meters.
 EJ0236
 EJ0236.The orthometric height was determined by differential leveling and
 EJ0236.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0236.in September 2023.
 EJ0236
 EJ0236.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0236.GEOID18 height accuracy estimate available here.
 EJ0236
 EJ0236.Click photographs - Photos may exist for this station.
 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     -   651,164.3     355,531.2     MT  (+/- 3 meters HH1 GPS) 
 EJ0236
 EJ0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU4687965415(NAD 83)
 EJ0236
 EJ0236                          SUPERSEDED SURVEY CONTROL
 EJ0236
 EJ0236  NAVD 88 (06/15/91)   84.223  (m)          276.32   (f) SUPERSEDED  2 0
 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
 EJ0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0236.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0236
 EJ0236_MARKER: DD = SURVEY DISK
 EJ0236_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0236_STAMPING: LOW 1934
 EJ0236_MARK LOGO: CGS+SS
 EJ0236_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0236
 EJ0236  HISTORY     - Date     Condition        Report By
 EJ0236  HISTORY     - 1934     MONUMENTED       ARGS
 EJ0236
 EJ0236                          STATION DESCRIPTION
 EJ0236
 EJ0236'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1934
 EJ0236'2.4 MILES NORTH OF ROLAND ALONG C.R.I. AND P. RY. FROM STATION, ABOUT
 EJ0236'150 FEET SOUTH OF R.R. CULVERT, 86.1 FEET WEST OF TELEPHONE POLE
 EJ0236'MARKED NO. 161+30, 39.4 FEET WEST OF CENTERLINE OF CHICAGO, ROCK
 EJ0236'ISLAND AND PACIFIC R.R., 18.7 FEET EAST OF CENTERLINE OF COUNTY ROAD
 EJ0236'AND 9.1 FT. EAST OF FENCE PARALLELING RAILROAD.  TABLET SET IN PRECAST
 EJ0236'CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GG0610 ***********************************************************************
 GG0610  DESIGNATION -  LOWELL
 GG0610  PID         -  GG0610
 GG0610  STATE/COUNTY-  AR/BENTON
 GG0610  COUNTRY     -  US
 GG0610  USGS QUAD   -  SONORA (2017)
 GG0610
 GG0610                         *CURRENT SURVEY CONTROL
 GG0610  ______________________________________________________________________
 GG0610* NAD 83(1997) POSITION- 36 14 50.11634(N) 094 06 54.01439(W)   ADJUSTED
 GG0610* NAVD 88 ORTHO HEIGHT -   411.    (meters)     1348.    (feet) SCALED
 GG0610  ______________________________________________________________________
 GG0610  GEOID HEIGHT    -        -28.095 (meters)                     GEOID18
 GG0610  LAPLACE CORR    -          0.51  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0610.GEOID18 height accuracy estimate available here.
 GG0610
 GG0610.Click photographs - Photos may exist for this station.
 GG0610
 GG0610.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0610
 GG0610. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 GG0610:SPC AR N     -  LOWELL AZ MK                             038 32 23.2
 GG0610:UTM  15      -  LOWELL AZ MK                             037 58 06.2
 GG0610
 GG0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA9982011949(NAD 83)
 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(1993)-  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
 GG0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0610.See file dsdata.pdf to determine how the superseded data were derived.
 GG0610
 GG0610_MARKER: DS = TRIANGULATION STATION DISK
 GG0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0610_STAMPING: LOWELL 1961
 GG0610_MARK LOGO: CGS
 GG0610_PROJECTION: FLUSH
 GG0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0610+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GG0600 ***********************************************************************
 GG0600  DESIGNATION -  LOWELL STEELE CANNING CO TANK
 GG0600  PID         -  GG0600
 GG0600  STATE/COUNTY-  AR/BENTON
 GG0600  COUNTRY     -  US
 GG0600  USGS QUAD   -  BENTONVILLE SOUTH (2017)
 GG0600
 GG0600                         *CURRENT SURVEY CONTROL
 GG0600  ______________________________________________________________________
 GG0600* NAD 83(1997) POSITION- 36 15 15.14378(N) 094 07 53.33757(W)   ADJUSTED
 GG0600  ______________________________________________________________________
 GG0600  GEOID HEIGHT    -        -28.105 (meters)                     GEOID18
 GG0600  LAPLACE CORR    -          0.57  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0600.GEOID18 height accuracy estimate available here.
 GG0600
 GG0600.Click photographs - Photos may exist for this station.
 GG0600
 GG0600.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0600
 GG0600. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA9834812737(NAD 83)
 GG0600
 GG0600                          SUPERSEDED SURVEY CONTROL
 GG0600
 GG0600  NAD 83(1997)-  36 15 15.15534(N)    094 07 53.33873(W) AD(       ) 3
 GG0600  NAD 83(1993)-  36 15 15.15550(N)    094 07 53.33863(W) AD(       ) 3
 GG0600  NAD 83(1986)-  36 15 15.15506(N)    094 07 53.33781(W) AD(       ) 3
 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
 GG0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0600.See file dsdata.pdf to determine how the superseded data were derived.
 GG0600
 GG0600_MARKER: 53 = ELEVATED TANK
 GG0600_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0600+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2009
 GG0600
 GG0600  HISTORY     - Date     Condition        Report By
 GG0600  HISTORY     - 1961     FIRST OBSERVED   CGS
 GG0600  HISTORY     - 1988     GOOD             USPSQD
 GG0600  HISTORY     - 20090810 GOOD             GEOCAC
 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.
 GG0600
 GG0600                          STATION RECOVERY (2009)
 GG0600
 GG0600'RECOVERY NOTE BY GEOCACHING 2009 (JA)
 GG0600'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0790 ***********************************************************************
 GF0790  DESIGNATION -  LOWRY
 GF0790  PID         -  GF0790
 GF0790  STATE/COUNTY-  AR/BOONE
 GF0790  COUNTRY     -  US
 GF0790  USGS QUAD   -  OMAHA NE (2017)
 GF0790
 GF0790                         *CURRENT SURVEY CONTROL
 GF0790  ______________________________________________________________________
 GF0790* NAD 83(1997) POSITION- 36 29 41.62331(N) 093 06 02.24966(W)   ADJUSTED
 GF0790* NAVD 88 ORTHO HEIGHT -   399.    (meters)     1309.    (feet) SCALED
 GF0790  ______________________________________________________________________
 GF0790  GEOID HEIGHT    -        -28.562 (meters)                     GEOID18
 GF0790  LAPLACE CORR    -         -1.25  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0790.GEOID18 height accuracy estimate available here.
 GF0790
 GF0790.Click photographs - Photos may exist for this station.
 GF0790
 GF0790.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0790
 GF0790. The following values were computed from the NAD 83(1997) position.
 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     -   0.99994185  x   1.00006218  =   1.00000402
 GF0790!SPC MO C     -   0.99994185  x   0.99996900  =   0.99991085
 GF0790!UTM  15      -   0.99994185  x   0.99960100  =   0.99954287
 GF0790
 GF0790:                Primary Azimuth Mark                     Grid Az
 GF0790:SPC AR N     -  BERGMAN                                  154 44 23.4
 GF0790:SPC MO C     -  BERGMAN                                  154 27 23.8
 GF0790:UTM  15      -  BERGMAN                                  154 09 33.2
 GF0790
 GF0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA9098738846(NAD 83)
 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
 GF0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0790.See file dsdata.pdf to determine how the superseded data were derived.
 GF0790
 GF0790_MARKER: DS = TRIANGULATION STATION DISK
 GF0790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0790_STAMPING: LOWRY 1953
 GF0790_MARK LOGO: CGS
 GF0790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0790+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 AJ4471 ***********************************************************************
 AJ4471  FBN         -  This is a Federal Base Network Control Station.
 AJ4471  DESIGNATION -  LR 1 NEW
 AJ4471  PID         -  AJ4471
 AJ4471  STATE/COUNTY-  AR/PULASKI
 AJ4471  COUNTRY     -  US
 AJ4471  USGS QUAD   -  ALEXANDER (2017)
 AJ4471
 AJ4471                         *CURRENT SURVEY CONTROL
 AJ4471  ______________________________________________________________________
 AJ4471* NAD 83(2011) POSITION- 34 40 21.44374(N) 092 22 57.18145(W)   ADJUSTED
 AJ4471* NAD 83(2011) ELLIP HT-    66.582 (meters)        (06/27/12)   ADJUSTED
 AJ4471* NAD 83(2011) EPOCH   -  2010.00
 AJ4471* NAVD 88 ORTHO HEIGHT -    92.803 (meters)      304.47  (feet) ADJUSTED
 AJ4471  ______________________________________________________________________
 AJ4471  GEOID HEIGHT    -        -26.491 (meters)                     GEOID18
 AJ4471  NAD 83(2011) X  -   -218,300.715 (meters)                     COMP
 AJ4471  NAD 83(2011) Y  - -5,246,688.370 (meters)                     COMP
 AJ4471  NAD 83(2011) Z  -  3,608,095.158 (meters)                     COMP
 AJ4471  LAPLACE CORR    -          0.44  (seconds)                    DEFLEC18
 AJ4471  DYNAMIC HEIGHT  -         92.717 (meters)      304.19  (feet) COMP
 AJ4471  MODELED GRAVITY -    979,713.3   (mgal)                       NAVD 88
 AJ4471
 AJ4471  VERT ORDER      -  FIRST     CLASS II
 AJ4471
 AJ4471  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ4471  Standards:
 AJ4471         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ4471            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ4471  -------------------------------------------------------------------
 AJ4471  NETWORK    0.11   0.25           0.05   0.04   0.13     -0.01691339
 AJ4471  -------------------------------------------------------------------
 AJ4471  Click here for local accuracies and other accuracy information.
 AJ4471
 AJ4471.The horizontal coordinates were established by GPS observations
 AJ4471.and adjusted by the National Geodetic Survey in June 2012.
 AJ4471
 AJ4471.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ4471.been affixed to the stable North American tectonic plate. See 
 AJ4471.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AJ4471
 AJ4471.The horizontal coordinates are valid at the epoch date displayed above
 AJ4471.which is a decimal equivalence of Year/Month/Day.
 AJ4471
 AJ4471.The orthometric height was determined by differential leveling and
 AJ4471.adjusted by the NATIONAL GEODETIC SURVEY
 AJ4471.in May 2008.
 AJ4471
 AJ4471.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ4471.GEOID18 height accuracy estimate available here.
 AJ4471
 AJ4471.Click photographs - Photos may exist for this station.
 AJ4471
 AJ4471.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ4471
 AJ4471.The Laplace correction was computed from DEFLEC18 derived deflections.
 AJ4471
 AJ4471.The ellipsoidal height was determined by GPS observations
 AJ4471.and is referenced to NAD 83.
 AJ4471
 AJ4471.The dynamic height is computed by dividing the NAVD 88
 AJ4471.geopotential number by the normal gravity value computed on the
 AJ4471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ4471.degrees latitude (g = 980.6199 gals.).
 AJ4471
 AJ4471.The modeled gravity was interpolated from observed gravity values.
 AJ4471
 AJ4471. The following values were computed from the NAD 83(2011) position.
 AJ4471
 AJ4471;                    North         East     Units Scale Factor Converg.
 AJ4471;SPC AR S     -   622,556.752   364,939.926   MT  0.99998038   -0 12 50.8
 AJ4471;SPC AR S     - 2,042,504.94  1,197,307.07   sFT  0.99998038   -0 12 50.8
 AJ4471;UTM  15      - 3,836,912.608   556,567.170   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5656736912(NAD 83)
 AJ4471
 AJ4471                          SUPERSEDED SURVEY CONTROL
 AJ4471
 AJ4471  NAD 83(2007)-  34 40 21.44377(N)    092 22 57.18234(W) AD(2002.00) 0
 AJ4471  ELLIP H (02/10/07)   66.601  (m)                       GP(2002.00)    
 AJ4471  NAD 83(1997)-  34 40 21.44363(N)    092 22 57.18237(W) AD(       ) A
 AJ4471  ELLIP H (07/20/01)   66.596  (m)                       GP(       ) 4 1
 AJ4471  NAVD 88 (07/20/01)   93.1    (m)  GEOID99  model used  GPS OBS        
 AJ4471
 AJ4471.Superseded values are not recommended for survey control.
 AJ4471
 AJ4471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ4471.See file dsdata.pdf to determine how the superseded data were derived.
 AJ4471
 AJ4471_MARKER: F = FLANGE-ENCASED ROD
 AJ4471_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ4471_STAMPING: AHTD LR1 1997
 AJ4471_MARK LOGO: ARHD
 AJ4471_PROJECTION: RECESSED 3 CENTIMETERS
 AJ4471_MAGNETIC: I = MARKER IS A STEEL ROD
 AJ4471_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ4471_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ4471+SATELLITE: SATELLITE OBSERVATIONS - January 03, 2017
 AJ4471
 AJ4471  HISTORY     - Date     Condition        Report By
 AJ4471  HISTORY     - 1997     MONUMENTED       ARHD
 AJ4471  HISTORY     - 19990917 GOOD             NGS
 AJ4471  HISTORY     - 20070505 GOOD             NGS
 AJ4471  HISTORY     - 20120228 GOOD             ARHD
 AJ4471  HISTORY     - 20140505 GOOD             ARHD
 AJ4471  HISTORY     - 20170103 GOOD             ARHD
 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
 AJ4471
 AJ4471                          STATION RECOVERY (2007)
 AJ4471
 AJ4471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2007 (JBW)
 AJ4471'RECOVERED AS DESCRIBED.
 AJ4471
 AJ4471                          STATION RECOVERY (2012)
 AJ4471
 AJ4471'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (JDH)
 AJ4471'RECOVERED AS DESCRIBED.
 AJ4471
 AJ4471                          STATION RECOVERY (2014)
 AJ4471
 AJ4471'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (JDH)
 AJ4471'RECOVERED AS DESCRIBED.
 AJ4471
 AJ4471                          STATION RECOVERY (2017)
 AJ4471
 AJ4471'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2017 (JDH)
 AJ4471'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 AE2992 ***********************************************************************
 AE2992  CBN         -  This is a Cooperative Base Network Control Station.
 AE2992  DESIGNATION -  LR 2
 AE2992  PID         -  AE2992
 AE2992  STATE/COUNTY-  AR/PULASKI
 AE2992  COUNTRY     -  US
 AE2992  USGS QUAD   -  ALEXANDER (2017)
 AE2992
 AE2992                         *CURRENT SURVEY CONTROL
 AE2992  ______________________________________________________________________
 AE2992* NAD 83(2011) POSITION- 34 40 22.98066(N) 092 23 03.62592(W)   ADJUSTED
 AE2992* NAD 83(2011) ELLIP HT-    62.008 (meters)        (06/27/12)   ADJUSTED
 AE2992* NAD 83(2011) EPOCH   -  2010.00
 AE2992* NAVD 88 ORTHO HEIGHT -    88.507 (meters)      290.38  (feet) ADJUSTED
 AE2992  ______________________________________________________________________
 AE2992  GEOID HEIGHT    -        -26.492 (meters)                     GEOID18
 AE2992  NAD 83(2011) X  -   -218,463.364 (meters)                     COMP
 AE2992  NAD 83(2011) Y  - -5,246,650.869 (meters)                     COMP
 AE2992  NAD 83(2011) Z  -  3,608,131.506 (meters)                     COMP
 AE2992  LAPLACE CORR    -          0.46  (seconds)                    DEFLEC18
 AE2992  DYNAMIC HEIGHT  -         88.426 (meters)      290.11  (feet) COMP
 AE2992  MODELED GRAVITY -    979,713.2   (mgal)                       NAVD 88
 AE2992
 AE2992  VERT ORDER      -  FIRST     CLASS II
 AE2992
 AE2992  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AE2992  Standards:
 AE2992         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AE2992            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AE2992  -------------------------------------------------------------------
 AE2992  NETWORK    0.54   1.45           0.25   0.18   0.74      0.08451040
 AE2992  -------------------------------------------------------------------
 AE2992  Click here for local accuracies and other accuracy information.
 AE2992
 AE2992.The horizontal coordinates were established by GPS observations
 AE2992.and adjusted by the National Geodetic Survey in June 2012.
 AE2992
 AE2992.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AE2992.been affixed to the stable North American tectonic plate. See 
 AE2992.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AE2992
 AE2992.The horizontal coordinates are valid at the epoch date displayed above
 AE2992.which is a decimal equivalence of Year/Month/Day.
 AE2992
 AE2992.The orthometric height was determined by differential leveling and
 AE2992.adjusted by the NATIONAL GEODETIC SURVEY
 AE2992.in May 2008.
 AE2992
 AE2992.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE2992.GEOID18 height accuracy estimate available here.
 AE2992
 AE2992.Click photographs - Photos may exist for this station.
 AE2992
 AE2992.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2992
 AE2992.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE2992
 AE2992.The ellipsoidal height was determined by GPS observations
 AE2992.and is referenced to NAD 83.
 AE2992
 AE2992.The dynamic height is computed by dividing the NAVD 88
 AE2992.geopotential number by the normal gravity value computed on the
 AE2992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2992.degrees latitude (g = 980.6199 gals.).
 AE2992
 AE2992.The modeled gravity was interpolated from observed gravity values.
 AE2992
 AE2992. The following values were computed from the NAD 83(2011) position.
 AE2992
 AE2992;                    North         East     Units Scale Factor Converg.
 AE2992;SPC AR S     -   622,604.726   364,776.042   MT  0.99998046   -0 12 54.4
 AE2992;SPC AR S     - 2,042,662.34  1,196,769.40   sFT  0.99998046   -0 12 54.4
 AE2992;UTM  15      - 3,836,958.947   556,402.877   MT  0.99963921   +0 21 00.9
 AE2992
 AE2992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2992!SPC AR S     -   0.99999027  x   0.99998046  =   0.99997073
 AE2992!UTM  15      -   0.99999027  x   0.99963921  =   0.99962948
 AE2992
 AE2992_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5640236958(NAD 83)
 AE2992
 AE2992|---------------------------------------------------------------------|
 AE2992| PID    Reference Object                     Distance      Geod. Az  |
 AE2992|                                                           dddmmss.s |
 AE2992| AE2985 AHTD LR 1                           170.766 METERS 10606     |
 AE2992|---------------------------------------------------------------------|
 AE2992
 AE2992                          SUPERSEDED SURVEY CONTROL
 AE2992
 AE2992  NAD 83(2007)-  34 40 22.98066(N)    092 23 03.62685(W) AD(2002.00) 0
 AE2992  ELLIP H (02/10/07)   62.029  (m)                       GP(2002.00)    
 AE2992  ELLIP H (09/21/01)   62.033  (m)                       GP(       ) 4 2
 AE2992  NAD 83(1997)-  34 40 22.98053(N)    092 23 03.62709(W) AD(       ) B
 AE2992  ELLIP H (09/19/97)   62.014  (m)                       GP(       ) 4 1
 AE2992  NAVD 88 (09/19/97)   88.5    (m)  GEOID96  model used  GPS OBS        
 AE2992
 AE2992.Superseded values are not recommended for survey control.
 AE2992
 AE2992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2992.See file dsdata.pdf to determine how the superseded data were derived.
 AE2992
 AE2992_MARKER: F = FLANGE-ENCASED 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 - May 05, 2014
 AE2992_ROD/PIPE-DEPTH: 6.10 meters
 AE2992_SLEEVE-DEPTH  : 1.0 meters
 AE2992
 AE2992  HISTORY     - Date     Condition        Report By
 AE2992  HISTORY     - 1997     MONUMENTED       ARHD
 AE2992  HISTORY     - 20070505 GOOD             NGS
 AE2992  HISTORY     - 20120228 GOOD             ARHD
 AE2992  HISTORY     - 20140505 GOOD             ARHD
 AE2992
 AE2992                          STATION DESCRIPTION
 AE2992
 AE2992'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 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.
 AE2992
 AE2992                          STATION RECOVERY (2007)
 AE2992
 AE2992'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2007 (JBW)
 AE2992'RECOVERED AS DESCRIBED.
 AE2992
 AE2992                          STATION RECOVERY (2012)
 AE2992
 AE2992'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (JDH)
 AE2992'RECOVERED AS DESCRIBED.
 AE2992
 AE2992                          STATION RECOVERY (2014)
 AE2992
 AE2992'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (JDH)
 AE2992'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0820 ***********************************************************************
 GF0820  DESIGNATION -  LUCKIE
 GF0820  PID         -  GF0820
 GF0820  STATE/COUNTY-  AR/MADISON
 GF0820  COUNTRY     -  US
 GF0820  USGS QUAD   -  OSAGE SW (2017)
 GF0820
 GF0820                         *CURRENT SURVEY CONTROL
 GF0820  ______________________________________________________________________
 GF0820* NAD 83(1997) POSITION- 36 04 07.98931(N) 093 27 52.96985(W)   ADJUSTED
 GF0820* NAVD 88 ORTHO HEIGHT -   671.0   (meters)     2201.    (feet) VERTCON3
 GF0820  ______________________________________________________________________
 GF0820  GEOID HEIGHT    -        -27.930 (meters)                     GEOID18
 GF0820  LAPLACE CORR    -          0.75  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0820.GEOID18 height accuracy estimate available here.
 GF0820
 GF0820.Click photographs - Photos may exist for this station.
 GF0820
 GF0820.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0820
 GF0820. The following values were computed from the NAD 83(1997) position.
 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     -   0.99989908  x   0.99997163  =   0.99987071
 GF0820!UTM  15      -   0.99989908  x   0.99962158  =   0.99952070
 GF0820
 GF0820:                Primary Azimuth Mark                     Grid Az
 GF0820:SPC AR N     -  LUCKIE AZ MK                             257 20 41.6
 GF0820:UTM  15      -  LUCKIE AZ MK                             256 45 58.3
 GF0820
 GF0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV5815291688(NAD 83)
 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(1993)-  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
 GF0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0820.See file dsdata.pdf to determine how the superseded data were derived.
 GF0820
 GF0820_MARKER: DS = TRIANGULATION STATION DISK
 GF0820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0820_STAMPING: LUCKIE 1971
 GF0820_MARK LOGO: CGS
 GF0820_PROJECTION: FLUSH
 GF0820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0820+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DS2479 ***********************************************************************
 DS2479  DESIGNATION -  LUCKY
 DS2479  PID         -  DS2479
 DS2479  STATE/COUNTY-  AR/COLUMBIA
 DS2479  COUNTRY     -  US
 DS2479  USGS QUAD   -  MAGNOLIA (2017)
 DS2479
 DS2479                         *CURRENT SURVEY CONTROL
 DS2479  ______________________________________________________________________
 DS2479* NAD 83(2011) POSITION- 33 20 51.50834(N) 093 12 37.87102(W)   ADJUSTED
 DS2479* NAD 83(2011) ELLIP HT-    74.602 (meters)        (12/09/24)   ADJUSTED
 DS2479* NAD 83(2011) EPOCH   -  2010.00
 DS2479* NAVD 88 ORTHO HEIGHT -   101.065 (meters)      331.58  (feet) ADJUSTED
 DS2479  ______________________________________________________________________
 DS2479  GEOID HEIGHT    -        -26.471 (meters)                     GEOID18
 DS2479  NAD 83(2011) X  -   -298,698.357 (meters)                     COMP
 DS2479  NAD 83(2011) Y  - -5,325,069.170 (meters)                     COMP
 DS2479  NAD 83(2011) Z  -  3,486,271.559 (meters)                     COMP
 DS2479  LAPLACE CORR    -          1.23  (seconds)                    DEFLEC18
 DS2479  DYNAMIC HEIGHT  -        100.957 (meters)      331.22  (feet) COMP
 DS2479  MODELED GRAVITY -    979,568.7   (mgal)                       NAVD 88
 DS2479
 DS2479  VERT ORDER      -  SECOND    CLASS I
 DS2479
 DS2479  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS2479  Standards:
 DS2479         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS2479            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS2479  -------------------------------------------------------------------
 DS2479  NETWORK    0.82   1.43           0.35   0.32   0.73      0.06394266
 DS2479  -------------------------------------------------------------------
 DS2479  Click here for local accuracies and other accuracy information.
 DS2479
 DS2479.The horizontal coordinates were established by GPS observations
 DS2479.and adjusted by the NONE DEFINED in December 2024.
 DS2479
 DS2479.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS2479.been affixed to the stable North American tectonic plate. See 
 DS2479.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS2479
 DS2479.The horizontal coordinates are valid at the epoch date displayed above
 DS2479.which is a decimal equivalence of Year/Month/Day.
 DS2479
 DS2479.The orthometric height was determined by differential leveling and
 DS2479.adjusted by the NATIONAL GEODETIC SURVEY
 DS2479.in October 2024.
 DS2479
 DS2479.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS2479.GEOID18 height accuracy estimate available here.
 DS2479
 DS2479.Click photographs - Photos may exist for this station.
 DS2479
 DS2479.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS2479
 DS2479.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS2479
 DS2479.The ellipsoidal height was determined by GPS observations
 DS2479.and is referenced to NAD 83.
 DS2479
 DS2479.The dynamic height is computed by dividing the NAVD 88
 DS2479.geopotential number by the normal gravity value computed on the
 DS2479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS2479.degrees latitude (g = 980.6199 gals.).
 DS2479
 DS2479.The modeled gravity was interpolated from observed gravity values.
 DS2479
 DS2479. The following values were computed from the NAD 83(2011) position.
 DS2479
 DS2479;                    North         East     Units Scale Factor Converg.
 DS2479;SPC AR S     -   476,195.723   287,322.548   MT  0.99998978   -0 40 39.1
 DS2479;SPC AR S     - 1,562,318.80    942,657.39   sFT  0.99998978   -0 40 39.1
 DS2479;UTM  15      - 3,689,847.340   480,411.592   MT  0.99960473   -0 06 56.6
 DS2479
 DS2479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS2479!SPC AR S     -   0.99998829  x   0.99998978  =   0.99997807
 DS2479!UTM  15      -   0.99998829  x   0.99960473  =   0.99959302
 DS2479
 DS2479_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS8041189847(NAD 83)
 DS2479
 DS2479                          SUPERSEDED SURVEY CONTROL
 DS2479
 DS2479.No superseded survey control is available for this station.
 DS2479
 DS2479_MARKER: F = FLANGE-ENCASED ROD
 DS2479_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DS2479_STAMPING: LUCKY 2024
 DS2479_MARK LOGO: ARHD
 DS2479_PROJECTION: FLUSH
 DS2479_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DS2479_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS2479_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS2479+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2024
 DS2479_ROD/PIPE-DEPTH: 8.2 meters
 DS2479
 DS2479  HISTORY     - Date     Condition        Report By
 DS2479  HISTORY     - 20240904 MONUMENTED       ARHD
 DS2479  HISTORY     - 20241002 GOOD             ARHD
 DS2479
 DS2479                          STATION DESCRIPTION
 DS2479
 DS2479'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (JDH)
 DS2479'THE MARK IS LOCATED ABOUT 5.8 MI (9.3 KM) NORTH-NORTHEAST OF MAGNOLIA,
 DS2479'5.5 MI (8.8 KM) SOUTHEAST OF LAMARTINE AND 4.9 MI (7.9 KM) EAST OF
 DS2479'WALDO.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DS2479'
 DS2479'TO REACH FROM THE INTERSECTION OF US HIGHWAY 79 AND STATE HIGHWAY 98,
 DS2479'HEAD WAEST ALONG HIGHWAY 98 FOR 0.50 MI (0.80 KM) TO MULERIDER TRAIL.
 DS2479'TURN RIGHT AND GO NORTH ALONG MULERIDER TRAIL FOR 0.21 MI (0.34 KM) TO
 DS2479'THE STATION ON THE RIGHT, A ROD MARK.
 DS2479'
 DS2479'IT IS 94 FT (28.7 M) EAST OF MULBERRY STREET CENTERLINE, 36 FT (11.0
 DS2479'M) SOUTH OF FRONT STREET CENTERLINE, 32 FT (9.8 M) NORTH OF THE NORTH
 DS2479'RAIL OF UNION PACIFIC RAILROAD AND 11 FT (3.4 M) NORTH OF A WITNESS
 DS2479'POST.
 DS2479
 DS2479                          STATION RECOVERY (2024)
 DS2479
 DS2479'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (JDH)
 DS2479'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1815 ***********************************************************************
 FG1815  DESIGNATION -  LUDWIG
 FG1815  PID         -  FG1815
 FG1815  STATE/COUNTY-  AR/JOHNSON
 FG1815  COUNTRY     -  US
 FG1815  USGS QUAD   -  LUDWIG (2017)
 FG1815
 FG1815                         *CURRENT SURVEY CONTROL
 FG1815  ______________________________________________________________________
 FG1815* NAD 83(1997) POSITION- 35 30 40.82792(N) 093 25 27.46131(W)   ADJUSTED
 FG1815* NAVD 88 ORTHO HEIGHT -   231.0   (meters)      758.    (feet) VERTCON3
 FG1815  ______________________________________________________________________
 FG1815  GEOID HEIGHT    -        -28.929 (meters)                     GEOID18
 FG1815  LAPLACE CORR    -          1.08  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1815.GEOID18 height accuracy estimate available here.
 FG1815
 FG1815.Click photographs - Photos may exist for this station.
 FG1815
 FG1815.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1815
 FG1815. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 FG1815:SPC AR N     -  LUDWIG AZ MK                             090 55 40.3
 FG1815:UTM  15      -  LUDWIG AZ MK                             090 20 43.9
 FG1815
 FG1815_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV6152429833(NAD 83)
 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(1993)-  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
 FG1815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1815.See file dsdata.pdf to determine how the superseded data were derived.
 FG1815
 FG1815_MARKER: DS = TRIANGULATION STATION DISK
 FG1815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1815_STAMPING: LUDWIG 1971
 FG1815_MARK LOGO: CGS
 FG1815_PROJECTION: FLUSH
 FG1815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1815+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DP8103 ***********************************************************************
 DP8103  DESIGNATION -  LUKE
 DP8103  PID         -  DP8103
 DP8103  STATE/COUNTY-  AR/MADISON
 DP8103  COUNTRY     -  US
 DP8103  USGS QUAD   -  PETTIGREW (2017)
 DP8103
 DP8103                         *CURRENT SURVEY CONTROL
 DP8103  ______________________________________________________________________
 DP8103* NAD 83(1986) POSITION- 35 46 31.59   (N) 093 39 58.43   (W)   HD_HELD1
 DP8103* NAVD 88 ORTHO HEIGHT -   655.176 (meters)     2149.52  (feet) ADJUSTED
 DP8103  ______________________________________________________________________
 DP8103  GEOID HEIGHT    -        -28.131 (meters)                     GEOID18
 DP8103  DYNAMIC HEIGHT  -        654.560 (meters)     2147.50  (feet) COMP
 DP8103  MODELED GRAVITY -    979,671.0   (mgal)                       NAVD 88
 DP8103
 DP8103  VERT ORDER      -  SECOND    CLASS I
 DP8103
 DP8103.The horizontal coordinates were determined by differentially corrected
 DP8103.hand held GPS observations or other comparable positioning techniques
 DP8103.and have an estimated accuracy of +/- 3 meters.
 DP8103
 DP8103.The orthometric height was determined by differential leveling and
 DP8103.adjusted by the NATIONAL GEODETIC SURVEY
 DP8103.in October 2015.
 DP8103
 DP8103.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8103.GEOID18 height accuracy estimate available here.
 DP8103
 DP8103.Click photographs - Photos may exist for this station.
 DP8103
 DP8103.The dynamic height is computed by dividing the NAVD 88
 DP8103.geopotential number by the normal gravity value computed on the
 DP8103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8103.degrees latitude (g = 980.6199 gals.).
 DP8103
 DP8103.The modeled gravity was interpolated from observed gravity values.
 DP8103
 DP8103;                    North         East    Units  Estimated Accuracy
 DP8103;SPC AR N     -   161,265.2     249,357.8     MT  (+/- 3 meters HH1 GPS) 
 DP8103
 DP8103_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV3978459246(NAD 83)
 DP8103
 DP8103                          SUPERSEDED SURVEY CONTROL
 DP8103
 DP8103.No superseded survey control is available for this station.
 DP8103
 DP8103_MARKER: DB = BENCH MARK DISK
 DP8103_SETTING: 66 = SET IN ROCK OUTCROP
 DP8103_STAMPING: LUKE 2015
 DP8103_MARK LOGO: ARHD
 DP8103_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP8103_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DP8103+STABILITY: POSITION/ELEVATION WELL
 DP8103_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8103+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2015
 DP8103
 DP8103  HISTORY     - Date     Condition        Report By
 DP8103  HISTORY     - 20150325 MONUMENTED       ARHD
 DP8103
 DP8103                          STATION DESCRIPTION
 DP8103
 DP8103'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 DP8103'THE STATION IS LOCATED ABOUT 6.4 MI (10.3 KM) EAST-SOUTHEAST OF SAINT
 DP8103'PAUL, 5.8 MI (9.3 KM) SOUTHWEST OF BOSTON AND 3.1 MI (5.0 KM)
 DP8103'SOUTH-SOUTHWEST OF PETTIGREW.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DP8103'
 DP8103'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 23 AND STATE HIGHWAY
 DP8103'16, GO EAST ON HIGHWAY 16 FOR 3.5 MI (5.6 KM) THEN TURN RIGHT ON
 DP8103'COUNTY ROAD 4645 AND GO ALONG 4645 FOR 4.7 MI (7.6 KM) TO THE STATION
 DP8103'ON THE LEFT, IN A 2X2' ROCK OUTCROP.
 DP8103'
 DP8103'IT IS 66 FT (20.1 M) WEST OF THE SOUTHWEST CORNER OF A METAL SHED, 61
 DP8103'FT (18.6 M) SOUTH OF THE CENTERLINE OF A GRAVEL ROAD, 41 FT (12.5 M)
 DP8103'NORTHWEST OF THE EAST END OF A METAL GATE AND 33 FT (10.1 M) SOUTH OF
 DP8103'A POWER POLE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0237 ***********************************************************************
 EJ0237  DESIGNATION -  LUM
 EJ0237  PID         -  EJ0237
 EJ0237  STATE/COUNTY-  AR/PULASKI
 EJ0237  COUNTRY     -  US
 EJ0237  USGS QUAD   -  MAYFLOWER (2017)
 EJ0237
 EJ0237                         *CURRENT SURVEY CONTROL
 EJ0237  ______________________________________________________________________
 EJ0237* NAD 83(1986) POSITION- 34 55 25.34   (N) 092 28 56.79   (W)   HD_HELD1
 EJ0237* NAVD 88 ORTHO HEIGHT -    85.937 (meters)      281.95  (feet) ADJUSTED
 EJ0237  ______________________________________________________________________
 EJ0237  GEOID HEIGHT    -        -27.529 (meters)                     GEOID18
 EJ0237  DYNAMIC HEIGHT  -         85.856 (meters)      281.68  (feet) COMP
 EJ0237  MODELED GRAVITY -    979,693.8   (mgal)                       NAVD 88
 EJ0237
 EJ0237  VERT ORDER      -  SECOND    CLASS I
 EJ0237
 EJ0237.The horizontal coordinates were determined by differentially corrected
 EJ0237.hand held GPS observations or other comparable positioning techniques
 EJ0237.and have an estimated accuracy of +/- 3 meters.
 EJ0237
 EJ0237.The orthometric height was determined by differential leveling and
 EJ0237.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0237.in September 2023.
 EJ0237
 EJ0237.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0237.GEOID18 height accuracy estimate available here.
 EJ0237
 EJ0237.Click photographs - Photos may exist for this station.
 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     -   650,449.6     355,916.4     MT  (+/- 3 meters HH1 GPS) 
 EJ0237
 EJ0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU4727264704(NAD 83)
 EJ0237
 EJ0237                          SUPERSEDED SURVEY CONTROL
 EJ0237
 EJ0237  NAVD 88 (06/15/91)   85.958  (m)          282.01   (f) SUPERSEDED  2 0
 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
 EJ0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0237.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0237
 EJ0237_MARKER: DD = SURVEY DISK
 EJ0237_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0237_STAMPING: LUM 1934
 EJ0237_MARK LOGO: CGS+SS
 EJ0237_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0237
 EJ0237  HISTORY     - Date     Condition        Report By
 EJ0237  HISTORY     - 1934     MONUMENTED       ARGS
 EJ0237
 EJ0237                          STATION DESCRIPTION
 EJ0237
 EJ0237'DESCRIBED BY ARKANSAS GEODETIC SURVEY 1934
 EJ0237'1.8 MILES NORTH OF ROLAND ALONG C.R.I. AND P.RY. FROM STATION, ABOUT
 EJ0237'750 FEET SOUTH OF RAILROAD BRIDGE NO. 1615, ABOUT 450 FEET SOUTH OF
 EJ0237'RAILROAD CROSSING, ABOUT 300 FEET NORTH OF TELEPHONE POLE MARKED NO.
 EJ0237'161+10, 33.9 FEET EAST OF CENTERLINE OF CHICAGO, ROCK ISLAND AND
 EJ0237'PACIFIC R.R. AND 7 FEET NORTHWEST OF TELEPHONE POLE.  TABLET SET IN
 EJ0237'PRECAST CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1467 ***********************************************************************
 FF1467  DESIGNATION -  LUMP
 FF1467  PID         -  FF1467
 FF1467  STATE/COUNTY-  AR/WHITE
 FF1467  COUNTRY     -  US
 FF1467  USGS QUAD   -  BEEBE (2017)
 FF1467
 FF1467                         *CURRENT SURVEY CONTROL
 FF1467  ______________________________________________________________________
 FF1467* NAD 83(1986) POSITION- 35 03 43.     (N) 091 53 25.     (W)   SCALED
 FF1467* NAVD 88 ORTHO HEIGHT -    68.58  (+/-2cm)      225.0   (feet) VERTCON3
 FF1467  ______________________________________________________________________
 FF1467  GEOID HEIGHT    -        -27.309 (meters)                     GEOID18
 FF1467  VERT ORDER      -  ? (See Below)
 FF1467
 FF1467.The horizontal coordinates were scaled from a 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
 FF1467.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1467.GEOID18 height accuracy estimate available here.
 FF1467
 FF1467.The vertical order pertains to the NGVD 29 superseded value.
 FF1467
 FF1467.Click photographs - Photos may exist for this station.
 FF1467
 FF1467;                    North         East    Units  Estimated Accuracy
 FF1467;SPC AR N     -    80,840.      410,010.      MT  (+/- 180 meters Scaled)
 FF1467
 FF1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU011804(NAD 83)
 FF1467
 FF1467                          SUPERSEDED SURVEY CONTROL
 FF1467
 FF1467  NGVD 29 (11/26/84)   68.563  (m)          224.94   (f) ADJUSTED       
 FF1467
 FF1467.Superseded values are not recommended for survey control.
 FF1467
 FF1467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1467.See file dsdata.pdf to determine how the superseded data were derived.
 FF1467
 FF1467_MARKER: DD = SURVEY DISK
 FF1467_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF1467_STAMPING: LUMP 1934
 FF1467_MARK LOGO: CGS+SS
 FF1467_PROJECTION: FLUSH
 FF1467_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2832 ***********************************************************************
 EH2832  DESIGNATION -  LUMP
 EH2832  PID         -  EH2832
 EH2832  STATE/COUNTY-  AR/LEE
 EH2832  COUNTRY     -  US
 EH2832  USGS QUAD   -  STUBBS ISLAND (2018)
 EH2832
 EH2832                         *CURRENT SURVEY CONTROL
 EH2832  ______________________________________________________________________
 EH2832* NAD 83(1997) POSITION- 34 44 10.08502(N) 090 34 22.01618(W)   ADJUSTED
 EH2832* NAVD 88 ORTHO HEIGHT -    65.7   (meters)      216.    (feet) VERTCON3
 EH2832  ______________________________________________________________________
 EH2832  GEOID HEIGHT    -        -26.954 (meters)                     GEOID18
 EH2832  LAPLACE CORR    -         -0.92  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2832.GEOID18 height accuracy estimate available here.
 EH2832
 EH2832.Click photographs - Photos may exist for this station.
 EH2832
 EH2832.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2832
 EH2832. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU2221946465(NAD 83)
 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(1995)-  34 44 10.08527(N)    090 34 22.01688(W) AD(       ) 1
 EH2832  NAD 83(1993)-  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
 EH2832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2832.See file dsdata.pdf to determine how the superseded data were derived.
 EH2832
 EH2832_MARKER: DH = HORIZONTAL CONTROL DISK
 EH2832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2832_STAMPING: LUMP 1979
 EH2832_MARK LOGO: NGS
 EH2832_PROJECTION: FLUSH
 EH2832_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EH2832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2832+STABILITY: SURFACE MOTION
 EH2832
 EH2832  HISTORY     - Date     Condition        Report By
 EH2832  HISTORY     - 1979     MONUMENTED       NGS
 EH2832
 EH2832                          STATION DESCRIPTION
 EH2832
 EH2832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 EH2832'THE STATION IS LOCATED 27.4 KM SOUTHWEST OF HUGHES, 24.1 KM NORTH OF
 EH2832'HELENA, 19.3 KM EAST-SOUTHEAST OF MARIANNA, AND ON THE MAIN LEVEE ON
 EH2832'THE WEST SIDE OF THE MISSISSIPPI RIVER.  PERMISSION FOR THE STATION
 EH2832'WAS OBTAINED FROM MR. BURRELL B. FAIR, CHIEF ENGINEER FOR THE ST
 EH2832'FRANCIS LEVEE DISTRICT, P.O. BOX 308, 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. HIGHWAY
 EH2832'79 FOR 5.5 KM (3.4 MI) TO A POINT WHERE THE HIGHWAY CROSSES A LEVEE, A
 EH2832'SIGN FOR THE CORPS OF ENGINEERS PUMPING STATION ON THE LEFT, AND STATE
 EH2832'HIGHWAY 121 ON THE RIGHT.  TURN RIGHT AND GO EASTERLY FOLLOWING STATE
 EH2832'HIGHWAY 121 FOR 15.2 KM (9.45 MI) TO THE END OF THE HIGHWAY AND A DIRT
 EH2832'ROAD ON THE RIGHT, JUST BEFORE A SMALL PARK.  TURN RIGHT AND GO
 EH2832'WESTERLY ON A WINDING ROAD FOR 3.3 KM (2.05 MI) TO A STOP SIGN ON TOP
 EH2832'OF THE 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 5.2 KM
 EH2832'(3.25 MI) TO A FORK AND THE MAIN LEVEE.  KEEP LEFT AND GO
 EH2832'NORTHEASTERLY FOLLOWING THE MAIN LEVEE FOR 3.8 KM (2.35 MI) TO THE
 EH2832'STATION ON THE RIGHT.
 EH2832'
 EH2832'THE STATION IS A STANDARD NGS DISK STAMPED ---LUMP 1979---, SET INTO
 EH2832'THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH
 EH2832'GROUND.  IT IS LOCATED 8.00 METERS EAST FROM THE CENTER OF THE LEVEE
 EH2832'ROAD AND 1.68 METERS EAST FROM A METAL WITNESS POST.
 EH2832'
 EH2832'THE UNDERGROUND MARK IS A STANDARD NGS DISK 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 STAMPED
 EH2832'---LUMP NO 1 1979---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 EH2832'CM IN DIAMETER RECESSED 5 CM BELOW THE GROUND.  IT IS LOCATED 6.8
 EH2832'METERS WEST-NORTHWEST FROM THE CENTER OF THE LEVEE ROAD, AND 0.46
 EH2832'METER NORTHEAST FROM A METAL WITNESS POST.  THE MARK IS BELOW STATION
 EH2832'0.5 METER.
 EH2832'
 EH2832'REFERENCE MARK NUMBER 02 IS A STANDARD NGS DISK STAMPED
 EH2832'---LUMP NO 2 1979---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 EH2832'CM IN DIAMETER RECESSED 3 CM BELOW THE GROUND.  IT IS LOCATED 7.0
 EH2832'METERS WEST-NORTHWEST FROM THE CENTER OF THE LEVEE ROAD AND 0.99 METER
 EH2832'SOUTH-SOUTHWEST FROM A METAL WITNESS POST.  THE MARK IS BELOW STATION
 EH2832'0.5 METER.
 EH2832'
 EH2832'AZIMUTH MARK NUMBER 01 IS A STANDARD NGS DISK STAMPED ---LUMP 1979---,
 EH2832'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH
 EH2832'WITH GROUND.  IT IS LOCATED 50.0 METERS NORTH-NORTHEAST FROM THE
 EH2832'JUNCTION OF THE LEVEE ROAD AND A SIDE ROAD, 9.0 METERS NORTHWEST FROM
 EH2832'THE CENTER OF THE LEVEE ROAD AND 0.46 METER SOUTHEAST FROM A METAL
 EH2832'WITNESS POST.
 EH2832'
 EH2832'TO REACH AZIMUTH MARK FROM THE STATION PROCEED NORTHERLY ON THE LEVEE
 EH2832'ROAD FOR 0.7 KM (0.45 MI) TO THE MARK ON THE LEFT.
 EH2832'
 EH2832'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 34.4 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH2835 ***********************************************************************
 EH2835  DESIGNATION -  LUMP AZ MK
 EH2835  PID         -  EH2835
 EH2835  STATE/COUNTY-  AR/LEE
 EH2835  COUNTRY     -  US
 EH2835  USGS QUAD   -  STUBBS ISLAND (2018)
 EH2835
 EH2835                         *CURRENT SURVEY CONTROL
 EH2835  ______________________________________________________________________
 EH2835* NAD 83(1997) POSITION- 34 44 32.26726(N) 090 34 19.80808(W)   ADJUSTED
 EH2835* NAVD 88 ORTHO HEIGHT -    64.8   (meters)      213.    (feet) VERTCON3
 EH2835  ______________________________________________________________________
 EH2835  GEOID HEIGHT    -        -26.951 (meters)                     GEOID18
 EH2835  LAPLACE CORR    -         -0.92  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2835.GEOID18 height accuracy estimate available here.
 EH2835
 EH2835.Click photographs - Photos may exist for this station.
 EH2835
 EH2835.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2835
 EH2835. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU2225947149(NAD 83)
 EH2835
 EH2835                          SUPERSEDED SURVEY CONTROL
 EH2835
 EH2835  NAD 83(1995)-  34 44 32.26751(N)    090 34 19.80876(W) AD(       ) 2
 EH2835  NAD 83(1993)-  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
 EH2835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2835.See file dsdata.pdf to determine how the superseded data were derived.
 EH2835
 EH2835_MARKER: DZ = AZIMUTH MARK DISK
 EH2835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2835_STAMPING: LUMP 1979
 EH2835_MARK LOGO: NGS
 EH2835_PROJECTION: FLUSH
 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     - 1979     MONUMENTED       NGS
 EH2835  HISTORY     - 20050413 GOOD             USACE
 EH2835
 EH2835                          STATION DESCRIPTION
 EH2835
 EH2835'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 EH2835'THE STATION IS LOCATED 27.4 KM SOUTHWEST OF HUGHES, 24.1 KM NORTH OF
 EH2835'HELENA, 19.3 KM EAST-SOUTHEAST OF MARIANNA AND ON THE MAIN LEVEE ON
 EH2835'THE WEST BANK OF THE MISSISSIPPI RIVER.  PERMISSION FOR THE STATION
 EH2835'WAS OBTAINED FROM MR. BURRELL B. FAIR, CHIEF ENGINEER FOR THE ST
 EH2835'FRANCIS LEVEE DISTRICT, P.O. BOX 308, 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 STATE
 EH2835'HIGHWAY 1 ON THE NORTH SIDE OF MARIANNA, GO NORTHEAST ON U.S. HIGHWAY
 EH2835'79 FOR 5.5 KM (3.4 MI) TO A POINT WHERE THE HIGHWAY CROSSES A LEVEE, A
 EH2835'SIGN FOR THE CORPS OF ENGINEERS PUMPING STATION ON THE LEFT, AND STATE
 EH2835'HIGHWAY 121 ON THE RIGHT.  TURN RIGHT AND GO EASTERLY FOLLOWING STATE
 EH2835'HIGHWAY 121 FOR 15.2 KM (9.45 MI) TO THE END OF THE HIGHWAY AND A DIRT
 EH2835'ROAD ON THE RIGHT, JUST BEFORE A SMALL PARK.  TURN RIGHT AND GO
 EH2835'WESTERLY ON A WINDING ROAD FOR 3.3 KM (2.05 MI) TO A STOP SIGN ON TOP
 EH2835'OF THE LEVEE AND A DIRT CROSSROAD.  TURN LEFT AND PASS BY THE PUMPING
 EH2835'STATION AND FOLLOW THE DIRT ROAD ON TOP OF THE LEVEE FOR 5.2 KM
 EH2835'(3.25 MI) TO A FORK AND THE MAIN LEVEE.  KEEP LEFT AND GO
 EH2835'NORTHEASTERLY FOLLOWING THE MAIN LEVEE FOR 4.5 KM (2.8 MI) TO THE
 EH2835'STATION ON THE LEFT.
 EH2835'
 EH2835'THE STATION IS A STANDARD NGS AZIMUTH DISK STAMPED---LUMP 1979---,
 EH2835'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH
 EH2835'WITH GROUND.  IT IS LOCATED 50 METERS NORTH-NORTHEAST FROM THE
 EH2835'JUNCTION OF THE LEVEE ROAD AND A SIDE ROAD, 9.0 METERS NORTHWEST FROM
 EH2835'THE CENTER OF THE LEVEE ROAD AND 0.46 METER SOUTHEAST FROM A METAL
 EH2835'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 = MARCH 20, 2026 22:17:28 EDT
 DK1080 ***********************************************************************
 DK1080  DESIGNATION -  LUNA RM 1
 DK1080  PID         -  DK1080
 DK1080  STATE/COUNTY-  AR/CHICOT
 DK1080  COUNTRY     -  US
 DK1080  USGS QUAD   -  LUNA (2017)
 DK1080
 DK1080                         *CURRENT SURVEY CONTROL
 DK1080  ______________________________________________________________________
 DK1080* NAD 83(1986) POSITION- 33 23 09.47   (N) 091 11 58.25   (W)   HD_HELD1
 DK1080* NAVD 88 ORTHO HEIGHT -    39.21  (+/-2cm)      128.6   (feet) VERTCON3
 DK1080  ______________________________________________________________________
 DK1080  GEOID HEIGHT    -        -26.382 (meters)                     GEOID18
 DK1080  VERT ORDER      -  ? (See Below)
 DK1080
 DK1080.The horizontal coordinates were determined by differentially corrected
 DK1080.hand held GPS observations or other comparable positioning techniques
 DK1080.and have an estimated accuracy of +/- 3 meters.
 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
 DK1080.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1080.GEOID18 height accuracy estimate available here.
 DK1080
 DK1080.The vertical order pertains to the NGVD 29 superseded value.
 DK1080
 DK1080.Click photographs - Photos may exist for this station.
 DK1080
 DK1080;                    North         East    Units  Estimated Accuracy
 DK1080;SPC AR S     -   480,071.1     474,478.5     MT  (+/- 3 meters HH1 GPS) 
 DK1080
 DK1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS6746895524(NAD 83)
 DK1080
 DK1080                          SUPERSEDED SURVEY CONTROL
 DK1080
 DK1080  NGVD 29 (11/26/84)   39.238  (m)          128.73   (f) ADJUSTED       
 DK1080
 DK1080.Superseded values are not recommended for survey control.
 DK1080
 DK1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1080.See file dsdata.pdf to determine how the superseded data were derived.
 DK1080
 DK1080_MARKER: DR = REFERENCE MARK DISK
 DK1080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1080_STAMPING: LUNA NO 1 1929
 DK1080_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1798 ***********************************************************************
 FG1798  DESIGNATION -  LURTON
 FG1798  PID         -  FG1798
 FG1798  STATE/COUNTY-  AR/NEWTON
 FG1798  COUNTRY     -  US
 FG1798  USGS QUAD   -  LURTON (2017)
 FG1798
 FG1798                         *CURRENT SURVEY CONTROL
 FG1798  ______________________________________________________________________
 FG1798* NAD 83(1997) POSITION- 35 47 58.04199(N) 093 04 02.53447(W)   ADJUSTED
 FG1798* NAVD 88 ORTHO HEIGHT -   663.    (meters)     2175.    (feet) SCALED
 FG1798  ______________________________________________________________________
 FG1798  GEOID HEIGHT    -        -28.066 (meters)                     GEOID18
 FG1798  LAPLACE CORR    -          2.10  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1798.GEOID18 height accuracy estimate available here.
 FG1798
 FG1798.Click photographs - Photos may exist for this station.
 FG1798
 FG1798.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1798
 FG1798. The following values were computed from the NAD 83(1997) position.
 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     -   0.99990034  x   0.99994297  =   0.99984331
 FG1798!UTM  15      -   0.99990034  x   0.99960046  =   0.99950084
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV9391261707(NAD 83)
 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
 FG1798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1798.See file dsdata.pdf to determine how the superseded data were derived.
 FG1798
 FG1798_MARKER: DS = TRIANGULATION STATION DISK
 FG1798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1798_STAMPING: LURTON 1954
 FG1798_MARK LOGO: CGS
 FG1798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1798+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 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  COUNTRY     -  US
 FE2715  USGS QUAD   -  LUXORA (2017)
 FE2715
 FE2715                         *CURRENT SURVEY CONTROL
 FE2715  ______________________________________________________________________
 FE2715* NAD 83(2011) POSITION- 35 45 21.96004(N) 089 59 25.26302(W)   ADJUSTED
 FE2715* NAD 83(2011) ELLIP HT-    44.043 (meters)        (06/27/12)   ADJUSTED
 FE2715* NAD 83(2011) EPOCH   -  2010.00
 FE2715* NAVD 88 ORTHO HEIGHT -    71.84  (meters)      235.7   (feet) GPS OBS
 FE2715  ______________________________________________________________________
 FE2715  NAVD 88 orthometric height was determined with geoid model    GEOID03
 FE2715  GEOID HEIGHT    -        -27.746 (meters)                     GEOID03
 FE2715  GEOID HEIGHT    -        -27.777 (meters)                     GEOID18
 FE2715  NAD 83(2011) X  -        872.681 (meters)                     COMP
 FE2715  NAD 83(2011) Y  - -5,181,894.647 (meters)                     COMP
 FE2715  NAD 83(2011) Z  -  3,706,289.722 (meters)                     COMP
 FE2715  LAPLACE CORR    -          0.51  (seconds)                    DEFLEC18
 FE2715
 FE2715  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FE2715  Standards:
 FE2715         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FE2715            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FE2715  -------------------------------------------------------------------
 FE2715  NETWORK    1.03   1.69           0.47   0.35   0.86     -0.03493848
 FE2715  -------------------------------------------------------------------
 FE2715  Click here for local accuracies and other accuracy information.
 FE2715
 FE2715.The horizontal coordinates were established by GPS observations
 FE2715.and adjusted by the National Geodetic Survey in June 2012.
 FE2715
 FE2715.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FE2715.been affixed to the stable North American tectonic plate. See 
 FE2715.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FE2715
 FE2715.The horizontal coordinates are valid at the epoch date displayed above
 FE2715.which is a decimal equivalence of Year/Month/Day.
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE2715.GEOID18 height accuracy estimate available here.
 FE2715
 FE2715.Click photographs - Photos may exist for this station.
 FE2715
 FE2715.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2715
 FE2715.The Laplace correction was computed from DEFLEC18 derived deflections.
 FE2715
 FE2715.The ellipsoidal height was determined by GPS observations
 FE2715.and is referenced to NAD 83.
 FE2715
 FE2715. The following values were computed from the NAD 83(2011) position.
 FE2715
 FE2715;                    North         East     Units Scale Factor Converg.
 FE2715;SPC AR N     -   159,699.226   581,730.229   MT  0.99994042   +1 10 09.9
 FE2715;SPC AR N     -   523,946.54  1,908,559.93   sFT  0.99994042   +1 10 09.9
 FE2715;SPC TN       -   165,210.307   239,228.940   MT  0.99994932   -2 20 10.0
 FE2715;SPC TN       -   542,027.48    784,870.28   sFT  0.99994932   -2 20 10.0
 FE2715;UTM  16      - 3,961,022.055   229,620.105   MT  1.00050094   -1 44 54.3
 FE2715;UTM  15      - 3,961,075.507   772,125.311   MT  1.00051261   +1 45 35.0
 FE2715
 FE2715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2715!SPC AR N     -   0.99999309  x   0.99994042  =   0.99993351
 FE2715!SPC TN       -   0.99999309  x   0.99994932  =   0.99994241
 FE2715!UTM  16      -   0.99999309  x   1.00050094  =   1.00049402
 FE2715!UTM  15      -   0.99999309  x   1.00051261  =   1.00050569
 FE2715
 FE2715_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE2962061022(NAD 83)
 FE2715
 FE2715                          SUPERSEDED SURVEY CONTROL
 FE2715
 FE2715  NAD 83(2007)-  35 45 21.96009(N)    089 59 25.26399(W) AD(2002.00) 0
 FE2715  ELLIP H (02/10/07)   44.067  (m)                       GP(2002.00)    
 FE2715  NAD 83(1997)-  35 45 21.95967(N)    089 59 25.26425(W) AD(       ) 1
 FE2715  ELLIP H (05/31/05)   44.076  (m)                       GP(       ) 4 2
 FE2715  NAD 83(1997)-  35 45 21.96061(N)    089 59 25.26494(W) AD(       ) 2
 FE2715  NAD 83(1995)-  35 45 21.96137(N)    089 59 25.26475(W) AD(       ) 2
 FE2715  NAD 83(1990)-  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
 FE2715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2715.See file dsdata.pdf to determine how the superseded data were derived.
 FE2715
 FE2715_MARKER: DZ = AZIMUTH MARK DISK
 FE2715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2715_STAMPING: LUX 1954 1977 NO 2
 FE2715_MARK LOGO: NGS
 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 - June 25, 2008
 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  HISTORY     - 20070710 GOOD             USACE
 FE2715  HISTORY     - 20080625 GOOD             USACE
 FE2715  HISTORY     - 20190716 MARK NOT FOUND   ARHD
 FE2715
 FE2715                          STATION DESCRIPTION
 FE2715
 FE2715'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 FE2715'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE 1977 DATA WAS
 FE2715'NOT AVAILABLE TO MAKE COMPARISONS.
 FE2715'
 FE2715'THE STATION IS LOCATED ABOUT 6.4 KILOMETERS (4 MI) NORTH OF OSCEOLA,
 FE2715'5.6 KILOMETERS (3.5 MI) WEST OF LUXORA AND ON PROPERTY OF MR. JIMMY
 FE2715'HARDIN, OSCEOLA, AR.
 FE2715'
 FE2715'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 55 AND
 FE2715'STATE HIGHWAY 158 ABOUT 4 MILES (6.4 KM) WEST OF LUXORA, GO EAST ON
 FE2715'STATE HIGHWAY 158 FOR 1.15 MILES (1.85 KM) TO THE STATION ON THE LEFT.
 FE2715'
 FE2715'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK STAMPED
 FE2715'---LUX 1954 1977 NO 2---, SET INTO THE TOP OF A ROUND CONCRETE
 FE2715'MONUMENT 30 CM IN DIAMETER PROJECTING 5 CM ABOVE THE GROUND.  IT IS
 FE2715'LOCATED 11.5 METERS NORTH FROM THE CENTER OF STATE HIGHWAY 158, 1.0
 FE2715'METER WEST FROM A METAL WITNESS POST, AND 0.85 METER EAST FROM A POWER
 FE2715'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
 FE2715
 FE2715                          STATION RECOVERY (2007)
 FE2715
 FE2715'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2007 (JMH)
 FE2715'RECOVERED IN GOOD CONDITION.
 FE2715
 FE2715                          STATION RECOVERY (2008)
 FE2715
 FE2715'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2008 (DLB)
 FE2715'POWER POLE HAS BEEN REMOVED.  THE MARK IS NOW IN A CULTIVATED FIELD.
 FE2715
 FE2715                          STATION RECOVERY (2019)
 FE2715
 FE2715'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2019 (JDH)
 FE2715'THE CAP HAS BEEN NOCKED OFF BY A BUSH HOG.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FE2711 ***********************************************************************
 FE2711  DESIGNATION -  LUX RESET
 FE2711  PID         -  FE2711
 FE2711  STATE/COUNTY-  AR/MISSISSIPPI
 FE2711  COUNTRY     -  US
 FE2711  USGS QUAD   -  LUXORA (2017)
 FE2711
 FE2711                         *CURRENT SURVEY CONTROL
 FE2711  ______________________________________________________________________
 FE2711* NAD 83(1997) POSITION- 35 45 21.88110(N) 089 58 59.20151(W)   ADJUSTED
 FE2711* NAVD 88 ORTHO HEIGHT -    72.1   (meters)      237.    (feet) VERTCON3
 FE2711  ______________________________________________________________________
 FE2711  GEOID HEIGHT    -        -27.774 (meters)                     GEOID18
 FE2711  LAPLACE CORR    -          0.55  (seconds)                    DEFLEC18
 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
 FE2711.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE2711.GEOID18 height accuracy estimate available here.
 FE2711
 FE2711.The vertical order pertains to the NGVD 29 superseded value.
 FE2711
 FE2711.Click photographs - Photos may exist for this station.
 FE2711
 FE2711.The Laplace correction was computed from DEFLEC18 derived deflections.
 FE2711
 FE2711. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999305  x   0.99994042  =   0.99993347
 FE2711!SPC TN       -   0.99999305  x   0.99994932  =   0.99994237
 FE2711!UTM  16      -   0.99999305  x   1.00049658  =   1.00048962
 FE2711!UTM  15      -   0.99999305  x   1.00051701  =   1.00051005
 FE2711
 FE2711:                Primary Azimuth Mark                     Grid Az
 FE2711:SPC AR N     -  LUX AZ MK 2                              269 02 34.7
 FE2711:SPC TN       -  LUX AZ MK 2                              272 32 54.5
 FE2711:UTM  16      -  LUX AZ MK 2                              271 57 38.9
 FE2711:UTM  15      -  LUX AZ MK 2                              268 27 09.5
 FE2711
 FE2711_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3027460999(NAD 83)
 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 0773517.7 |
 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 2701259.8 |
 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(1995)-  35 45 21.88182(N)    089 58 59.20132(W) AD(       ) 2
 FE2711  NAD 83(1990)-  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
 FE2711.Superseded values are not recommended for survey control.
 FE2711
 FE2711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2711.See file dsdata.pdf to determine how the superseded data were derived.
 FE2711
 FE2711_MARKER: DH = HORIZONTAL CONTROL DISK
 FE2711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2711_STAMPING: LUX 1954 1977
 FE2711_MARK LOGO: NGS
 FE2711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2711+STABILITY: SURFACE MOTION
 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.  REFERENCE
 FE2711'MARKS 1 AND 3 WERE FOUND DESTROYED.  THE UNDERGROUND MARK WAS HELD AND
 FE2711'A NEW SURFACE MARK WAS SET 18 INCHES BELOW GROUND SURFACE AT THIS
 FE2711'TIME.  ALSO REFERENCE MARKS 4 AND 5, AND A AZIMUTH MARK 2 WERE
 FE2711'ESTABLISHED AT THIS TIME.
 FE2711'
 FE2711'THE STATION IS LOCATED ABOUT 4 MILES NORTH OF OSCEOLA, 3 MILES WEST OF
 FE2711'LUXORA, 1-1/2 MILES EAST OF INTERSTATE HIGHWAY 55, IN SECTION 11,
 FE2711'T13N, R10E, AT THE EDGE OF A CULTIVATED FIELD.
 FE2711'
 FE2711'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 55 AND
 FE2711'STATE HIGHWAY 158, ABOUT 4-1/2 MILES WEST OF LUXORA, GO EAST ON STATE
 FE2711'HIGHWAY 158 FOR 1.6 MILES TO A FRAME HOUSE ON THE LEFT, AND THE
 FE2711'STATION ON THE LEFT, JUST WEST OF THE HOUSE IN THE CORNER OF A
 FE2711'CULTIVATED FIELD.  TO REACH AZIMUTH MARK 2 FROM THE STATION, GO WEST
 FE2711'ON STATE HIGHWAY 158 FOR 0.4 MILE TO THE MARK ON THE RIGHT, NORTH SIDE
 FE2711'OF THE ROAD.
 FE2711'
 FE2711'THE STATION MARKS, STAMPED ---LUX 1954 1977---, ARE STANDARD DISKS.
 FE2711'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 FE2711'MONUMENT THAT IS 18 INCHES BELOW THE GROUND SURFACE.  IT IS 91 FEET
 FE2711'EAST-NORTHEAST OF A POWERLINE POLE, 81 FEET NORTHWEST OF THE NORTHWEST
 FE2711'CORNER OF A HOUSE, AND 57 FEET NORTH OF CENTER OF THE HIGHWAY.  THE
 FE2711'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 45
 FE2711'INCHES BELOW THE GROUND SURFACE.
 FE2711'
 FE2711'REFERENCE MARK 4, STAMPED ---LUX 1954 NO 4 1977---, IS A STANDARD DISK
 FE2711'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS FLUSH WITH
 FE2711'THE GROUND.  IT IS 31.5 FEET NORTH OF CENTER OF THE HIGHWAY, AND 2
 FE2711'FEET EAST OF A METAL WITNESS POST.
 FE2711'
 FE2711'REFERENCE MARK 5, STAMPED ---LUX 1954 NO 5 1977---, IS A STANDARD DISK
 FE2711'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS FLUSH WITH
 FE2711'THE GROUND.  IT IS 34 FEET NORTH OF CENTER OF THE HIGHWAY, 2 FEET WEST
 FE2711'OF A METAL WITNESS POST, AND 1 FOOT EAST OF A POWERLINE POLE.
 FE2711'
 FE2711'AZIMUTH MARK 2, STAMPED ---LUX 1954 NO 2 1977---, A STANDARD DISK SET
 FE2711'IN THE TOP OF A 12-INCH CONCRETE MONUMENT THAT IS FLUSH WITH THE
 FE2711'GROUND.  IT IS 33 FEET NORTH OF CENTER OF THE HIGHWAY, 3 FEET WEST OF
 FE2711'A METAL WITNESS POST, AND 3 FEET EAST OF A POWERLINE POLE.
 FE2711'
 FE2711'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT THE STATION MARK, REFERENCE
 FE2711'MARKS, AND THE AZIMUTH MARK.  HEIGHT OF LIGHT ABOVE MARK WAS 1.7
 FE2711'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 MARK 2 WERE
 FE2711'RECOVERED IN GOOD CONDITION.  THE 1977 DATA WAS NOT AVAILABLE TO MAKE
 FE2711'COMPARISON ON THE DISTANCES.  THE HORIZONTAL DIRECTIONS TO ALL MARKS
 FE2711'CHECKED ADEQUATE.
 FE2711'
 FE2711'THE STATION IS LOCATED ABOUT 6.4 KILOMETERS (4.0 MI) NORTH OF OSCEOLA,
 FE2711'4.8 KILOMETERS (3.0 MI) WEST OF LUXORA, AND ON PROPERTY OF MR. JIMMY
 FE2711'HARDIN, OSCEOLA, AR.
 FE2711'
 FE2711'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 55 AND
 FE2711'STATE HIGHWAY 158, ABOUT 4.0 MILES (6.4 KM) WEST OF LUXORA, GO EAST ON
 FE2711'STATE HIGHWAY 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 (0.64 KM) TO THE
 FE2711'STATION ON THE LEFT.
 FE2711'
 FE2711'THE STATION IS A STANDARD NGS DISK STAMPED ---LUX 1954 1977---, SET
 FE2711'INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER RECESSED
 FE2711'30 CM BELOW THE GROUND.  IT IS LOCATED 133 FEET SOUTHEAST FROM THE
 FE2711'SOUTHWEST CORNER OF A LARGE POLE SHED, 39.47 METERS WEST-NORTHWEST
 FE2711'FROM A POWER POLE, 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 STAMPED
 FE2711'---LUX 1954 N0 4 1977---, SET INTO THE TOP OF A ROUND CONCRETE
 FE2711'MONUMENT 30 CM IN DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 9.1
 FE2711'METERS NORTH FROM THE CENTER OF STATE HIGHWAY 158 AND 0.50 METERS
 FE2711'NORTHWEST FROM A METAL WITNESS POST.  MARK IS ABOVE STATION 0.3
 FE2711'METERS.
 FE2711'
 FE2711'REFERENCE MARK NUMBER 05 IS A STANDARD NGS DISK STAMPED
 FE2711'---LUX 1954 N0 5 1977---, SET INTO THE TOP OF A ROUND CONCRETE
 FE2711'MONUMENT 30 CM IN DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 10.3
 FE2711'METERS NORTH FROM THE CENTER OF STATE HIGHWAY 158, 0.83 METERS
 FE2711'NORTHEAST FROM THE METAL WITNESS POST AND 0.50 METERS EAST FROM A
 FE2711'POWER POLE.  MARK IS ABOVE STATION 0.3 METERS.
 FE2711'
 FE2711'AZIMUTH MARK NUMBER 02 IS A STANDARD NGS DISK STAMPED
 FE2711'---LUX 1954 1977 N0 2.---, SET INTO THE TOP OF A ROUND CONCRETE
 FE2711'MONUMENT 30 CM IN DIAMETER PROJECTING 5 CM ABOVE THE GROUND.  IT IS
 FE2711'LOCATED 11.5 METERS NORTH FROM THE CENTER OF STATE HIGHWAY 158, 1.0
 FE2711'METERS WEST FROM A METAL WITNESS POST AND 0.85 METERS EAST FROM A
 FE2711'POWER POLE.
 FE2711'
 FE2711'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.7 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FE2670 ***********************************************************************
 FE2670  DESIGNATION -  LUXORA
 FE2670  PID         -  FE2670
 FE2670  STATE/COUNTY-  AR/MISSISSIPPI
 FE2670  COUNTRY     -  US
 FE2670  USGS QUAD   -  OSCEOLA (2017)
 FE2670
 FE2670                         *CURRENT SURVEY CONTROL
 FE2670  ______________________________________________________________________
 FE2670* NAD 83(1997) POSITION- 35 44 55.91615(N) 089 56 13.45769(W)   ADJUSTED
 FE2670* NAVD 88 ORTHO HEIGHT -    76.    (meters)      249.    (feet) SCALED
 FE2670  ______________________________________________________________________
 FE2670  GEOID HEIGHT    -        -27.747 (meters)                     GEOID18
 FE2670  LAPLACE CORR    -          0.74  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE2670.GEOID18 height accuracy estimate available here.
 FE2670
 FE2670.Click photographs - Photos may exist for this station.
 FE2670
 FE2670.The Laplace correction was computed from DEFLEC18 derived deflections.
 FE2670
 FE2670. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999242  x   0.99994005  =   0.99993247
 FE2670!UTM  16      -   0.99999242  x   1.00046927  =   1.00046169
 FE2670!UTM  15      -   0.99999242  x   1.00054540  =   1.00053782
 FE2670
 FE2670_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3441460073(NAD 83)
 FE2670
 FE2670                          SUPERSEDED SURVEY CONTROL
 FE2670
 FE2670  NAD 83(1995)-  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
 FE2670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2670.See file dsdata.pdf to determine how the superseded data were derived.
 FE2670
 FE2670_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 FE2670_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FE2670_MARK LOGO: MRC
 FE2670_MAGNETIC: P = MARKER IS A STEEL PIPE
 FE2670_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FE2713 ***********************************************************************
 FE2713  DESIGNATION -  LUXORA
 FE2713  PID         -  FE2713
 FE2713  STATE/COUNTY-  AR/MISSISSIPPI
 FE2713  COUNTRY     -  US
 FE2713  USGS QUAD   -  LUXORA (2017)
 FE2713
 FE2713                         *CURRENT SURVEY CONTROL
 FE2713  ______________________________________________________________________
 FE2713* NAD 83(1997) POSITION- 35 45 23.31467(N) 089 55 54.59585(W)   ADJUSTED
 FE2713* NAVD 88 ORTHO HEIGHT -    75.    (meters)      246.    (feet) SCALED
 FE2713  ______________________________________________________________________
 FE2713  GEOID HEIGHT    -        -27.756 (meters)                     GEOID18
 FE2713  LAPLACE CORR    -          0.71  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE2713.GEOID18 height accuracy estimate available here.
 FE2713
 FE2713.Click photographs - Photos may exist for this station.
 FE2713
 FE2713.The Laplace correction was computed from DEFLEC18 derived deflections.
 FE2713
 FE2713. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999258  x   0.99994044  =   0.99993302
 FE2713!SPC TN       -   0.99999258  x   0.99994931  =   0.99994189
 FE2713!UTM  16      -   0.99999258  x   1.00046600  =   1.00045858
 FE2713!UTM  15      -   0.99999258  x   1.00054846  =   1.00054103
 FE2713
 FE2713:                Primary Azimuth Mark                     Grid Az
 FE2713:SPC AR N     -  LUXORA AZ MK                             350 27 26.7
 FE2713:SPC TN       -  LUXORA AZ MK                             353 57 45.9
 FE2713:UTM  16      -  LUXORA AZ MK                             353 22 30.3
 FE2713:UTM  15      -  LUXORA AZ MK                             349 52 00.8
 FE2713
 FE2713_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3491360903(NAD 83)
 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(1995)-  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
 FE2713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2713.See file dsdata.pdf to determine how the superseded data were derived.
 FE2713
 FE2713_MARKER: DS = TRIANGULATION STATION DISK
 FE2713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2713_STAMPING: LUXORA 1954
 FE2713_MARK LOGO: CGS
 FE2713_PROJECTION: RECESSED 5 CENTIMETERS
 FE2713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2713+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FE2712 ***********************************************************************
 FE2712  DESIGNATION -  LUXORA MUNICIPAL TANK
 FE2712  PID         -  FE2712
 FE2712  STATE/COUNTY-  AR/MISSISSIPPI
 FE2712  COUNTRY     -  US
 FE2712  USGS QUAD   -  LUXORA (2017)
 FE2712
 FE2712                         *CURRENT SURVEY CONTROL
 FE2712  ______________________________________________________________________
 FE2712* NAD 83(1997) POSITION- 35 45 27.94896(N) 089 55 45.25839(W)   ADJUSTED
 FE2712  ______________________________________________________________________
 FE2712  GEOID HEIGHT    -        -27.757 (meters)                     GEOID18
 FE2712  LAPLACE CORR    -          0.70  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE2712.GEOID18 height accuracy estimate available here.
 FE2712
 FE2712.Click photographs - Photos may exist for this station.
 FE2712
 FE2712.The Laplace correction was computed from DEFLEC18 derived deflections.
 FE2712
 FE2712. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3515261039(NAD 83)
 FE2712
 FE2712                          SUPERSEDED SURVEY CONTROL
 FE2712
 FE2712  NAD 83(1995)-  35 45 27.94936(N)    089 55 45.25862(W) AD(       ) 3
 FE2712  NAD 83(1986)-  35 45 27.96010(N)    089 55 45.25653(W) AD(       ) 3
 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
 FE2712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2712.See file dsdata.pdf to determine how the superseded data were derived.
 FE2712
 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 = MARCH 20, 2026 22:17:28 EDT
 FE2717 ***********************************************************************
 FE2717  DESIGNATION -  LUXORA SW BELL RAD MAST
 FE2717  PID         -  FE2717
 FE2717  STATE/COUNTY-  AR/MISSISSIPPI
 FE2717  COUNTRY     -  US
 FE2717  USGS QUAD   -  LUXORA (2017)
 FE2717
 FE2717                         *CURRENT SURVEY CONTROL
 FE2717  ______________________________________________________________________
 FE2717* NAD 83(1997) POSITION- 35 45 54.90452(N) 089 55 54.87527(W)   ADJUSTED
 FE2717  ______________________________________________________________________
 FE2717  GEOID HEIGHT    -        -27.770 (meters)                     GEOID18
 FE2717  LAPLACE CORR    -          0.63  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE2717.GEOID18 height accuracy estimate available here.
 FE2717
 FE2717.Click photographs - Photos may exist for this station.
 FE2717
 FE2717.The Laplace correction was computed from DEFLEC18 derived deflections.
 FE2717
 FE2717. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3493661877(NAD 83)
 FE2717
 FE2717                          SUPERSEDED SURVEY CONTROL
 FE2717
 FE2717  NAD 83(1995)-  35 45 54.90496(N)    089 55 54.87511(W) AD(       ) 3
 FE2717  NAD 83(1986)-  35 45 54.91540(N)    089 55 54.87332(W) AD(       ) 3
 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
 FE2717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2717.See file dsdata.pdf to determine how the superseded data were derived.
 FE2717
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0861 ***********************************************************************
 GE0861  DESIGNATION -  LYNN
 GE0861  PID         -  GE0861
 GE0861  STATE/COUNTY-  AR/LAWRENCE
 GE0861  COUNTRY     -  US
 GE0861  USGS QUAD   -  SMITHVILLE (2017)
 GE0861
 GE0861                         *CURRENT SURVEY CONTROL
 GE0861  ______________________________________________________________________
 GE0861* NAD 83(1997) POSITION- 36 01 56.60794(N) 091 15 19.92887(W)   ADJUSTED
 GE0861* NAVD 88 ORTHO HEIGHT -   129.    (meters)      423.    (feet) SCALED
 GE0861  ______________________________________________________________________
 GE0861  GEOID HEIGHT    -        -28.163 (meters)                     GEOID18
 GE0861  LAPLACE CORR    -         -0.02  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0861.GEOID18 height accuracy estimate available here.
 GE0861
 GE0861.Click photographs - Photos may exist for this station.
 GE0861
 GE0861.The Laplace correction was computed from DEFLEC18 derived deflections.
 GE0861
 GE0861. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 GE0861:SPC AR N     -  LYNN AZ MK                               179 29 50.1
 GE0861:UTM  15      -  LYNN AZ MK                               178 54 14.6
 GE0861
 GE0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV5716788948(NAD 83)
 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
 GE0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0861.See file dsdata.pdf to determine how the superseded data were derived.
 GE0861
 GE0861_MARKER: DS = TRIANGULATION STATION DISK
 GE0861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0861_STAMPING: LYNN 1953
 GE0861_MARK LOGO: CGS
 GE0861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0861+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0482 ***********************************************************************
 EJ0482  DESIGNATION -  M
 EJ0482  PID         -  EJ0482
 EJ0482  STATE/COUNTY-  AR/JEFFERSON
 EJ0482  COUNTRY     -  US
 EJ0482  USGS QUAD   -  PINE BLUFF (2017)
 EJ0482
 EJ0482                         *CURRENT SURVEY CONTROL
 EJ0482  ______________________________________________________________________
 EJ0482* NAD 83(1986) POSITION- 34 13 34.     (N) 092 01 13.     (W)   SCALED
 EJ0482* NAVD 88 ORTHO HEIGHT -    69.676 (meters)      228.60  (feet) ADJUSTED
 EJ0482  ______________________________________________________________________
 EJ0482  GEOID HEIGHT    -        -25.973 (meters)                     GEOID18
 EJ0482  DYNAMIC HEIGHT  -         69.608 (meters)      228.37  (feet) COMP
 EJ0482  MODELED GRAVITY -    979,667.3   (mgal)                       NAVD 88
 EJ0482
 EJ0482  VERT ORDER      -  FIRST     CLASS II
 EJ0482
 EJ0482.The horizontal coordinates were scaled from a map and have
 EJ0482.an estimated accuracy of +/- 6 seconds.
 EJ0482
 EJ0482.The orthometric height was determined by differential leveling and
 EJ0482.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0482.in September 2023.
 EJ0482
 EJ0482.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0482.GEOID18 height accuracy estimate available here.
 EJ0482
 EJ0482.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT902876(NAD 83)
 EJ0482
 EJ0482                          SUPERSEDED SURVEY CONTROL
 EJ0482
 EJ0482  NAVD 88 (06/15/91)   69.676  (m)          228.60   (f) SUPERSEDED  1 2
 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
 EJ0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0482.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0482
 EJ0482_MARKER: Q = CHISELED SQUARE
 EJ0482_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0482_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0482
 EJ0482  HISTORY     - Date     Condition        Report By
 EJ0482  HISTORY     - 1888     MONUMENTED       CGS
 EJ0482  HISTORY     - 1938     GOOD             CGS
 EJ0482  HISTORY     - 1962     MARK NOT FOUND   USGS
 EJ0482  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0482
 EJ0482                          STATION DESCRIPTION
 EJ0482
 EJ0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 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 = MARCH 20, 2026 22:17:28 EDT
 AB8302 ***********************************************************************
 AB8302  DESIGNATION -  M 06 A
 AB8302  PID         -  AB8302
 AB8302  STATE/COUNTY-  AR/POPE
 AB8302  COUNTRY     -  US
 AB8302  USGS QUAD   -  RUSSELLVILLE EAST (2017)
 AB8302
 AB8302                         *CURRENT SURVEY CONTROL
 AB8302  ______________________________________________________________________
 AB8302* NAD 83(1986) POSITION- 35 15 27.5    (N) 093 06 01.5    (W)   HD_HELD2
 AB8302* NAVD 88 ORTHO HEIGHT -   112.767 (meters)      369.97  (feet) ADJUSTED
 AB8302  ______________________________________________________________________
 AB8302  GEOID HEIGHT    -        -29.126 (meters)                     GEOID18
 AB8302  DYNAMIC HEIGHT  -        112.660 (meters)      369.62  (feet) COMP
 AB8302  MODELED GRAVITY -    979,685.6   (mgal)                       NAVD 88
 AB8302
 AB8302  VERT ORDER      -  FIRST     CLASS II
 AB8302
 AB8302.This mark is at Russellville Airport (RUE)
 AB8302
 AB8302.The horizontal coordinates were established by autonomous hand held GPS
 AB8302.observations and have an estimated accuracy of +/- 10 meters.
 AB8302
 AB8302.The orthometric height was determined by differential leveling and
 AB8302.adjusted by the NATIONAL GEODETIC SURVEY
 AB8302.in April 2013.
 AB8302
 AB8302.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB8302.GEOID18 height accuracy estimate available here.
 AB8302
 AB8302.Click photographs - Photos may exist for this station.
 AB8302
 AB8302.The dynamic height is computed by dividing the NAVD 88
 AB8302.geopotential number by the normal gravity value computed on the
 AB8302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8302.degrees latitude (g = 980.6199 gals.).
 AB8302
 AB8302.The modeled gravity was interpolated from observed gravity values.
 AB8302
 AB8302;                    North         East    Units  Estimated Accuracy
 AB8302;SPC AR N     -   103,103.      299,868.      MT  (+/- 10 meters HH2 GPS)
 AB8302
 AB8302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV9086501619(NAD 83)
 AB8302
 AB8302                          SUPERSEDED SURVEY CONTROL
 AB8302
 AB8302.No superseded survey control is available for this station.
 AB8302
 AB8302_MARKER: DD = SURVEY DISK
 AB8302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8302_STAMPING: M 06 A 1995
 AB8302_MARK LOGO: NOS
 AB8302_PROJECTION: FLUSH
 AB8302_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8302+STABILITY: SURFACE MOTION
 AB8302_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8302+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2009
 AB8302
 AB8302  HISTORY     - Date     Condition        Report By
 AB8302  HISTORY     - 1995     MONUMENTED       NOS
 AB8302  HISTORY     - 20090316 GOOD             ARHD
 AB8302
 AB8302                          STATION DESCRIPTION
 AB8302
 AB8302'DESCRIBED BY NATIONAL OCEAN SERVICE 1995 (SWA)
 AB8302'THIS STATION IS LOCATED AT THE RUSSELLVILLE MUNICIPAL AIRPORT NEAR
 AB8302'RUNWAY END 7.  82.80 FT (25.24 M) SOUTHEAST OF THE SECOND TAXIWAY
 AB8302'LIGHT REFLECTOR, NORTHEAST OF THE END, 69.54 FT (21.20 M) NORTHWEST OF
 AB8302'THE SECOND RUNWAY LIGHT 98.19 FT (29.93 M) NORTHWEST OF THE CENTERLINE
 AB8302'OF RUNWAY 7.  IT IS A STANDARD NOS BRASS DISK MOUNTED IN A CONCRETE
 AB8302'POST FLUSH WITH THE GROUND, STAMPED M06 A 1995.
 AB8302
 AB8302                          STATION RECOVERY (2009)
 AB8302
 AB8302'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2009 (DS)
 AB8302'THE STATION IS LOCATED ABOUT 1.0 MI (1.6 KM) SOUTHEAST OF
 AB8302'RUSSELLVILLE, AT THE RUSSELLVILLE REGIONAL AIRPORT.
 AB8302'OWNERSHIP-RUSSELLVILLE, AR REGIONAL AIRPORT.
 AB8302'
 AB8302'TO REACH FROM THE INTERSECTION OF FROM THE OVERPASS AT THE JUNCTION OF
 AB8302'INTERSTATE HIGHWAY 40 AND STATE HIGHWAYS 64 AND 331 (EXIT 84) ON THE
 AB8302'EAST SIDE OF RUSSELLVILLE, GO SOUTH ON HIGHWAYS 64 AND 331 FOR 0.48 KM
 AB8302'(0.30 MI) TO A PAVED T-JUNCTION.  TURN RIGHT, WEST ON HIGHWAYS 64 AND
 AB8302'331 FOR 0.74 KM (0.46 MI) TO A PAVED CROSSROAD.  TURN LEFT, SOUTH ON
 AB8302'HIGHWAY 331 (ELMIRA AVENUE) FOR 1.53 KM (0.95 MI) TO A PAVED
 AB8302'CROSSROAD.  TURN LEFT, EAST ON EAST 16TH STREET FOR 0.40 KM (0.25 MI)
 AB8302'TO A PAVED ROAD RIGHT.  TURN RIGHT, SOUTHEAST ON THE AIRPORT ENTRANCE
 AB8302'ROAD FOR 0.38 KM (0.24 MI) TO A DRIVEWAY AND A PARKING LOT ON THE
 AB8302'LEFT.  TURN LEFT, EAST ON THE DRIVEWAY AND THROUGH THE PARKING LOT FOR
 AB8302'0.06 KM (0.04 MI) TO A LOCKED GATE AND AIRPORT OFFICE ON THE RIGHT.
 AB8302'TURN RIGHT, SOUTHEAST, PASSING THROUGH THE GATE AND 0.05 MI (0.1 KM)
 AB8302'ACROSS APRON TO A TAXIWAY.  TURN RIGHT 0.1 MI (0.2 KM) ACROSS APRON.
 AB8302'
 AB8302'IT IS 38.5 M (126.3 FT) NORTHEAST OF A RUNWAY LIGHT ON THE NORTH SIDE
 AB8302'OF THE RUNWAYS WEST END., 25.4 M (83.3 FT) SOUTH OF OF A 24 INCH (61
 AB8302'CM) CMP., 21.3 M (69.9 FT) NORTHWEST OF OF THE SECOND RUNWAY LIGHT ON
 AB8302'THE NORTH SIDE OF THE WEST END OF RUNWAY., 18.5 M (60.7 FT) NORTH OF
 AB8302'NORTH EDGE OF MAIN RUNWAY.  AND SET IN THE TOP OF A 50-CM (20 INCH)
 AB8302'ROUND CONCRETE POST ABOUT LEVEL WITH THE RUNWAY, 38.5 M (126.3 FT)
 AB8302'NORTHEAST OF A RUNWAY LIGHT ON THE NORTH SIDE OF THE RUNWAYS WEST
 AB8302'END., 25.4 M (83.3 FT) SOUTH OF OF A 24 INCH (61 CM) CMP., 21.3 M
 AB8302'(69.9 FT) NORTHWEST OF OF THE SECOND RUNWAY LIGHT ON THE NORTH SIDE OF
 AB8302'THE WEST END OF RUNWAY., 18.5 M (60.7 FT) NORTH OF NORTH EDGE OF MAIN
 AB8302'RUNWAY.  AND SET IN THE TOP OF A 60-CM (24 INCH) ROUND CONCRETE POST
 AB8302'ABOUT LEVEL WITH THE RUNWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GE0562 ***********************************************************************
 GE0562  DESIGNATION -  M 1
 GE0562  PID         -  GE0562
 GE0562  STATE/COUNTY-  AR/FULTON
 GE0562  COUNTRY     -  US
 GE0562  USGS QUAD   -  STUART (2017)
 GE0562
 GE0562                         *CURRENT SURVEY CONTROL
 GE0562  ______________________________________________________________________
 GE0562* NAD 83(1986) POSITION- 36 21 52.     (N) 091 30 40.     (W)   SCALED
 GE0562* NAVD 88 ORTHO HEIGHT -   118.252 (meters)      387.97  (feet) ADJUSTED
 GE0562  ______________________________________________________________________
 GE0562  GEOID HEIGHT    -        -28.458 (meters)                     GEOID18
 GE0562  DYNAMIC HEIGHT  -        118.153 (meters)      387.64  (feet) COMP
 GE0562  MODELED GRAVITY -    979,796.3   (mgal)                       NAVD 88
 GE0562
 GE0562  VERT ORDER      -  FIRST     CLASS II
 GE0562
 GE0562.The horizontal coordinates were scaled from a map and have
 GE0562.an estimated accuracy of +/- 6 seconds.
 GE0562
 GE0562.The orthometric height was determined by differential leveling and
 GE0562.adjusted by the NATIONAL GEODETIC SURVEY
 GE0562.in June 1991.
 GE0562
 GE0562.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0562.GEOID18 height accuracy estimate available here.
 GE0562
 GE0562.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA335254(NAD 83)
 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
 GE0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0562.See file dsdata.pdf to determine how the superseded data were derived.
 GE0562
 GE0562_MARKER: DB = BENCH MARK DISK
 GE0562_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GE0562_SP_SET: CULVERT HEADWALL
 GE0562_STAMPING: M 1 1928
 GE0562_MARK LOGO: CGS
 GE0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0562+STABILITY: SURFACE MOTION
 GE0562
 GE0562  HISTORY     - Date     Condition        Report By
 GE0562  HISTORY     - 1928     MONUMENTED       CGS
 GE0562  HISTORY     - 1961     MARK NOT FOUND   CGS
 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 COAST AND GEODETIC SURVEY 1961
 GE0562'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1462 ***********************************************************************
 EJ1462  DESIGNATION -  M 1
 EJ1462  PID         -  EJ1462
 EJ1462  STATE/COUNTY-  AR/POLK
 EJ1462  COUNTRY     -  US
 EJ1462  USGS QUAD   -  BIG FORK (2017)
 EJ1462
 EJ1462                         *CURRENT SURVEY CONTROL
 EJ1462  ______________________________________________________________________
 EJ1462* NAD 83(1986) POSITION- 34 28 33.22   (N) 093 57 48.71   (W)   HD_HELD1
 EJ1462* NAVD 88 ORTHO HEIGHT -   328.868 (meters)     1078.96  (feet) ADJUSTED
 EJ1462  ______________________________________________________________________
 EJ1462  GEOID HEIGHT    -        -28.822 (meters)                     GEOID18
 EJ1462  DYNAMIC HEIGHT  -        328.520 (meters)     1077.82  (feet) COMP
 EJ1462  MODELED GRAVITY -    979,568.5   (mgal)                       NAVD 88
 EJ1462
 EJ1462  VERT ORDER      -  SECOND    CLASS 0
 EJ1462
 EJ1462.The horizontal coordinates were determined by differentially corrected
 EJ1462.hand held GPS observations or other comparable positioning techniques
 EJ1462.and have an estimated accuracy of +/- 3 meters.
 EJ1462
 EJ1462.The orthometric height was determined by differential leveling and
 EJ1462.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1462.in June 1991.
 EJ1462
 EJ1462.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1462.GEOID18 height accuracy estimate available here.
 EJ1462
 EJ1462.Click photographs - Photos may exist for this station.
 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     -   602,398.2     219,637.9     MT  (+/- 3 meters HH1 GPS) 
 EJ1462
 EJ1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU1151715345(NAD 83)
 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
 EJ1462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1462.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1462
 EJ1462_MARKER: DB = BENCH MARK DISK
 EJ1462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1462_STAMPING: M 1 1934
 EJ1462_MARK LOGO: CGS
 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             CGS
 EJ1462  HISTORY     - 1961     GOOD             CGS
 EJ1462
 EJ1462                          STATION DESCRIPTION
 EJ1462
 EJ1462'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1961
 EJ1462'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1427 ***********************************************************************
 EJ1427  DESIGNATION -  M 10
 EJ1427  PID         -  EJ1427
 EJ1427  STATE/COUNTY-  AR/PIKE
 EJ1427  COUNTRY     -  US
 EJ1427  USGS QUAD   -  NEWHOPE (2017)
 EJ1427
 EJ1427                         *CURRENT SURVEY CONTROL
 EJ1427  ______________________________________________________________________
 EJ1427* NAD 83(1986) POSITION- 34 14 39.     (N) 093 54 42.     (W)   SCALED
 EJ1427* NAVD 88 ORTHO HEIGHT -   239.957 (meters)      787.26  (feet) ADJUSTED
 EJ1427  ______________________________________________________________________
 EJ1427  GEOID HEIGHT    -        -27.917 (meters)                     GEOID18
 EJ1427  DYNAMIC HEIGHT  -        239.711 (meters)      786.45  (feet) COMP
 EJ1427  MODELED GRAVITY -    979,606.0   (mgal)                       NAVD 88
 EJ1427
 EJ1427  VERT ORDER      -  SECOND    CLASS 0
 EJ1427
 EJ1427.The horizontal coordinates were scaled from a map and have
 EJ1427.an estimated accuracy of +/- 6 seconds.
 EJ1427
 EJ1427.The orthometric height was determined by differential leveling and
 EJ1427.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1427.in June 1991.
 EJ1427
 EJ1427.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1427.GEOID18 height accuracy estimate available here.
 EJ1427
 EJ1427.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT160896(NAD 83)
 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
 EJ1427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1427.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1427
 EJ1427_MARKER: DB = BENCH MARK DISK
 EJ1427_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ1427_STAMPING: M 10 1934
 EJ1427_MARK LOGO: CGS
 EJ1427_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1427
 EJ1427  HISTORY     - Date     Condition        Report By
 EJ1427  HISTORY     - 1934     MONUMENTED       CGS
 EJ1427  HISTORY     - 1935     GOOD             CGS
 EJ1427  HISTORY     - 1962     GOOD             CGS
 EJ1427
 EJ1427                          STATION DESCRIPTION
 EJ1427
 EJ1427'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1962
 EJ1427'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0900 ***********************************************************************
 FF0900  DESIGNATION -  M 10 2
 FF0900  PID         -  FF0900
 FF0900  STATE/COUNTY-  AR/POINSETT
 FF0900  COUNTRY     -  US
 FF0900  USGS QUAD   -  POWERS SLOUGH (2017)
 FF0900
 FF0900                         *CURRENT SURVEY CONTROL
 FF0900  ______________________________________________________________________
 FF0900* NAD 83(1986) POSITION- 35 33 52.     (N) 090 47 03.     (W)   SCALED
 FF0900* NAVD 88 ORTHO HEIGHT -    73.644 (meters)      241.61  (feet) ADJUSTED
 FF0900  ______________________________________________________________________
 FF0900  GEOID HEIGHT    -        -27.593 (meters)                     GEOID18
 FF0900  DYNAMIC HEIGHT  -         73.580 (meters)      241.40  (feet) COMP
 FF0900  MODELED GRAVITY -    979,761.9   (mgal)                       NAVD 88
 FF0900
 FF0900  VERT ORDER      -  FIRST     CLASS II
 FF0900
 FF0900.The horizontal coordinates were scaled from a map and have
 FF0900.an estimated accuracy of +/- 6 seconds.
 FF0900
 FF0900.The orthometric height was determined by differential leveling and
 FF0900.adjusted by the NATIONAL GEODETIC SURVEY
 FF0900.in June 1991.
 FF0900
 FF0900.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0900.GEOID18 height accuracy estimate available here.
 FF0900
 FF0900.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV008378(NAD 83)
 FF0900
 FF0900                          SUPERSEDED SURVEY CONTROL
 FF0900
 FF0900  NGVD 29 (11/26/84)   73.588  (m)          241.43   (f) ADJUSTED    1 2
 FF0900
 FF0900.Superseded values are not recommended for survey control.
 FF0900
 FF0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0900.See file dsdata.pdf to determine how the superseded data were derived.
 FF0900
 FF0900_MARKER: DD = SURVEY DISK
 FF0900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0900_STAMPING: M-1C-2
 FF0900_MARK LOGO: USACE
 FF0900_PROJECTION: PROJECTING 5 CENTIMETERS
 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       USACE
 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
 FF0900'3.45 MILES WEST ALONG STATE HIGHWAY 14 FROM THE FIRST BAPTIST CHURCH
 FF0900'AT HARRISBURG, ABOUT 0.5 MILE EAST OF BRIDGE OVER L ANGUILLE RIVER, AT
 FF0900'A NORTH-SOUTH CROSSROAD, 63 FEET NORTH OF CENTERLINE OF HIGHWAY, 91
 FF0900'FEET WEST OF CENTERLINE OF NORTH-SOUTH ROAD, 64 FEET SOUTH OF
 FF0900'SOUTHWEST CORNER OF A SMALL HOUSE, 87 FEET NORTHWEST OF WEST END OF A
 FF0900'24-INCH CORRUGATED PIPE CULVERT UNDER ROAD NORTH, 1 FOOT WEST OF A
 FF0900'WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW LEVEL OF HIGHWAY AND SET
 FF0900'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.  NOTE-THE CONCRETE
 FF0900'POST HAS BEEN CHIPPED AND DISK IS BATTERED.  THE MARK IS SOLID IN
 FF0900'GROUND AND WILL 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 = MARCH 20, 2026 22:17:28 EDT
 FF0839 ***********************************************************************
 FF0839  DESIGNATION -  M 10 37
 FF0839  PID         -  FF0839
 FF0839  STATE/COUNTY-  AR/POINSETT
 FF0839  COUNTRY     -  US
 FF0839  USGS QUAD   -  WEINER (2017)
 FF0839
 FF0839                         *CURRENT SURVEY CONTROL
 FF0839  ______________________________________________________________________
 FF0839* NAD 83(1986) POSITION- 35 37 10.     (N) 090 53 55.     (W)   SCALED
 FF0839* NAVD 88 ORTHO HEIGHT -    75.531 (meters)      247.80  (feet) ADJUSTED
 FF0839  ______________________________________________________________________
 FF0839  GEOID HEIGHT    -        -27.607 (meters)                     GEOID18
 FF0839  DYNAMIC HEIGHT  -         75.465 (meters)      247.59  (feet) COMP
 FF0839  MODELED GRAVITY -    979,768.9   (mgal)                       NAVD 88
 FF0839
 FF0839  VERT ORDER      -  FIRST     CLASS II
 FF0839
 FF0839.The horizontal coordinates were scaled from a map and have
 FF0839.an estimated accuracy of +/- 6 seconds.
 FF0839
 FF0839.The orthometric height was determined by differential leveling and
 FF0839.adjusted by the NATIONAL GEODETIC SURVEY
 FF0839.in June 1991.
 FF0839
 FF0839.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0839.GEOID18 height accuracy estimate available here.
 FF0839
 FF0839.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV903437(NAD 83)
 FF0839
 FF0839                          SUPERSEDED SURVEY CONTROL
 FF0839
 FF0839  NGVD 29 (11/26/84)   75.469  (m)          247.60   (f) ADJUSTED    1 2
 FF0839
 FF0839.Superseded values are not recommended for survey control.
 FF0839
 FF0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0839.See file dsdata.pdf to determine how the superseded data were derived.
 FF0839
 FF0839_MARKER: DD = SURVEY DISK
 FF0839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0839_STAMPING: M-10-37
 FF0839_MARK LOGO: USACE
 FF0839_PROJECTION: FLUSH
 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       USACE
 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, 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 = MARCH 20, 2026 22:17:28 EDT
 FF0906 ***********************************************************************
 FF0906  DESIGNATION -  M 10 95
 FF0906  PID         -  FF0906
 FF0906  STATE/COUNTY-  AR/POINSETT
 FF0906  COUNTRY     -  US
 FF0906  USGS QUAD   -  POWERS SLOUGH (2017)
 FF0906
 FF0906                         *CURRENT SURVEY CONTROL
 FF0906  ______________________________________________________________________
 FF0906* NAD 83(1997) POSITION- 35 33 53.43191(N) 090 49 44.04581(W)   NO CHECK
 FF0906* NAVD 88 ORTHO HEIGHT -    73.171 (meters)      240.06  (feet) ADJUSTED
 FF0906  ______________________________________________________________________
 FF0906  GEOID HEIGHT    -        -27.580 (meters)                     GEOID18
 FF0906  LAPLACE CORR    -         -0.43  (seconds)                    DEFLEC18
 FF0906  DYNAMIC HEIGHT  -         73.107 (meters)      239.85  (feet) COMP
 FF0906  MODELED GRAVITY -    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
 FF0906.No horizontal observational check was made to the station.
 FF0906
 FF0906.The orthometric height was determined by differential leveling and
 FF0906.adjusted by the NATIONAL GEODETIC SURVEY
 FF0906.in June 1991.
 FF0906
 FF0906.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0906.GEOID18 height accuracy estimate available here.
 FF0906
 FF0906.Click photographs - Photos may exist for this station.
 FF0906
 FF0906.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999284  x   0.99993599  =   0.99992883
 FF0906!UTM  15      -   0.99999284  x   1.00007710  =   1.00006994
 FF0906
 FF0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV9676037853(NAD 83)
 FF0906
 FF0906                          SUPERSEDED SURVEY CONTROL
 FF0906
 FF0906  NAD 83(1995)-  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 (11/26/84)   73.114  (m)          239.87   (f) ADJUSTED    1 2
 FF0906
 FF0906.Superseded values are not recommended for survey control.
 FF0906
 FF0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0906.See file dsdata.pdf to determine how the superseded data were derived.
 FF0906
 FF0906_MARKER: DD = SURVEY DISK
 FF0906_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF0906_STAMPING: M 10 STA 95
 FF0906_MARK LOGO: USACE
 FF0906_PROJECTION: FLUSH
 FF0906_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0906
 FF0906  HISTORY     - Date     Condition        Report By
 FF0906  HISTORY     - 1954     MONUMENTED       USACE
 FF0906  HISTORY     - 1956     GOOD             CGS
 FF0906  HISTORY     - 20020808 MARK NOT FOUND   USACE
 FF0906
 FF0906                          STATION DESCRIPTION
 FF0906
 FF0906'DESCRIBED BY US ARMY CORPS OF 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 = MARCH 20, 2026 22:17:28 EDT
 FG0433 ***********************************************************************
 FG0433  DESIGNATION -  M 100
 FG0433  PID         -  FG0433
 FG0433  STATE/COUNTY-  AR/CONWAY
 FG0433  COUNTRY     -  US
 FG0433  USGS QUAD   -  PERRYVILLE (2017)
 FG0433
 FG0433                         *CURRENT SURVEY CONTROL
 FG0433  ______________________________________________________________________
 FG0433* NAD 83(1986) POSITION- 35 07 25.     (N) 092 49 56.     (W)   SCALED
 FG0433* NAVD 88 ORTHO HEIGHT -    96.087 (meters)      315.25  (feet) ADJUSTED
 FG0433  ______________________________________________________________________
 FG0433  GEOID HEIGHT    -        -28.660 (meters)                     GEOID18
 FG0433  DYNAMIC HEIGHT  -         95.996 (meters)      314.95  (feet) COMP
 FG0433  MODELED GRAVITY -    979,681.5   (mgal)                       NAVD 88
 FG0433
 FG0433  VERT ORDER      -  SECOND    CLASS 0
 FG0433
 FG0433.The horizontal coordinates were scaled from a map and have
 FG0433.an estimated accuracy of +/- 6 seconds.
 FG0433
 FG0433.The orthometric height was determined by differential leveling and
 FG0433.adjusted by the NATIONAL GEODETIC SURVEY
 FG0433.in June 1991.
 FG0433
 FG0433.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0433.GEOID18 height accuracy estimate available here.
 FG0433
 FG0433.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU152867(NAD 83)
 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
 FG0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0433.See file dsdata.pdf to determine how the superseded data were derived.
 FG0433
 FG0433_MARKER: DB = BENCH MARK DISK
 FG0433_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0433_STAMPING: M 100 1935
 FG0433_MARK LOGO: CGS
 FG0433_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0433
 FG0433  HISTORY     - Date     Condition        Report By
 FG0433  HISTORY     - 1935     MONUMENTED       CGS
 FG0433  HISTORY     - 1960     MARK NOT FOUND   CGS
 FG0433
 FG0433                          STATION DESCRIPTION
 FG0433
 FG0433'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1068 ***********************************************************************
 EJ1068  DESIGNATION -  M 101
 EJ1068  PID         -  EJ1068
 EJ1068  STATE/COUNTY-  AR/PERRY
 EJ1068  COUNTRY     -  US
 EJ1068  USGS QUAD   -  NIMROD DAM (2017)
 EJ1068
 EJ1068                         *CURRENT SURVEY CONTROL
 EJ1068  ______________________________________________________________________
 EJ1068* NAD 83(1986) POSITION- 34 57 49.     (N) 093 09 35.     (W)   SCALED
 EJ1068* NAVD 88 ORTHO HEIGHT -   127.309 (meters)      417.68  (feet) ADJUSTED
 EJ1068  ______________________________________________________________________
 EJ1068  GEOID HEIGHT    -        -28.971 (meters)                     GEOID18
 EJ1068  DYNAMIC HEIGHT  -        127.184 (meters)      417.27  (feet) COMP
 EJ1068  MODELED GRAVITY -    979,650.7   (mgal)                       NAVD 88
 EJ1068
 EJ1068  VERT ORDER      -  SECOND    CLASS 0
 EJ1068
 EJ1068.The horizontal coordinates were scaled from a map and have
 EJ1068.an estimated accuracy of +/- 6 seconds.
 EJ1068
 EJ1068.The orthometric height was determined by differential leveling and
 EJ1068.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1068.in June 1991.
 EJ1068
 EJ1068.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1068.GEOID18 height accuracy estimate available here.
 EJ1068
 EJ1068.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU854690(NAD 83)
 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
 EJ1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1068.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1068
 EJ1068_MARKER: DB = BENCH MARK DISK
 EJ1068_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ1068_STAMPING: M 101 1935
 EJ1068_MARK LOGO: CGS
 EJ1068_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1068
 EJ1068  HISTORY     - Date     Condition        Report By
 EJ1068  HISTORY     - 1935     MONUMENTED       CGS
 EJ1068  HISTORY     - 1965     MARK NOT FOUND   CGS
 EJ1068  HISTORY     - 1968     MARK NOT FOUND   USGS
 EJ1068
 EJ1068                          STATION DESCRIPTION
 EJ1068
 EJ1068'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0966 ***********************************************************************
 EJ0966  DESIGNATION -  M 102
 EJ0966  PID         -  EJ0966
 EJ0966  STATE/COUNTY-  AR/PERRY
 EJ0966  COUNTRY     -  US
 EJ0966  USGS QUAD   -  NIMROD SE (2017)
 EJ0966
 EJ0966                         *CURRENT SURVEY CONTROL
 EJ0966  ______________________________________________________________________
 EJ0966* NAD 83(1986) POSITION- 34 51 39.4    (N) 093 05 49.0    (W)   HD_HELD2
 EJ0966* NAVD 88 ORTHO HEIGHT -   155.026 (meters)      508.61  (feet) ADJUSTED
 EJ0966  ______________________________________________________________________
 EJ0966  GEOID HEIGHT    -        -28.465 (meters)                     GEOID18
 EJ0966  DYNAMIC HEIGHT  -        154.873 (meters)      508.11  (feet) COMP
 EJ0966  MODELED GRAVITY -    979,642.6   (mgal)                       NAVD 88
 EJ0966
 EJ0966  VERT ORDER      -  SECOND    CLASS 0
 EJ0966
 EJ0966.The horizontal coordinates were established by autonomous hand held GPS
 EJ0966.observations and have an estimated accuracy of +/- 10 meters.
 EJ0966
 EJ0966.The orthometric height was determined by differential leveling and
 EJ0966.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0966.in June 1991.
 EJ0966
 EJ0966.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0966.GEOID18 height accuracy estimate available here.
 EJ0966
 EJ0966.Click photographs - Photos may exist for this station.
 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     -    59,093.      299,693.      MT  (+/- 10 meters HH2 GPS)
 EJ0966
 EJ0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU9113857626(NAD 83)
 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
 EJ0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0966.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0966
 EJ0966_MARKER: DB = BENCH MARK DISK
 EJ0966_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0966_STAMPING: M 102 1935
 EJ0966_MARK LOGO: CGS
 EJ0966_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0966_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EJ0966+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2013
 EJ0966
 EJ0966  HISTORY     - Date     Condition        Report By
 EJ0966  HISTORY     - 1935     MONUMENTED       CGS
 EJ0966  HISTORY     - 1968     GOOD             USACE
 EJ0966  HISTORY     - 20130201 GOOD             ARHD
 EJ0966
 EJ0966                          STATION DESCRIPTION
 EJ0966
 EJ0966'DESCRIBED BY US ARMY CORPS OF 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.
 EJ0966
 EJ0966                          STATION RECOVERY (2013)
 EJ0966
 EJ0966'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (LPB)
 EJ0966'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1097 ***********************************************************************
 EJ1097  DESIGNATION -  M 103
 EJ1097  PID         -  EJ1097
 EJ1097  STATE/COUNTY-  AR/GARLAND
 EJ1097  COUNTRY     -  US
 EJ1097  USGS QUAD   -  JESSIEVILLE (2017)
 EJ1097
 EJ1097                         *CURRENT SURVEY CONTROL
 EJ1097  ______________________________________________________________________
 EJ1097* NAD 83(1986) POSITION- 34 37 45.     (N) 093 03 23.     (W)   SCALED
 EJ1097* NAVD 88 ORTHO HEIGHT -   207.697 (meters)      681.42  (feet) ADJUSTED
 EJ1097  ______________________________________________________________________
 EJ1097  GEOID HEIGHT    -        -27.535 (meters)                     GEOID18
 EJ1097  DYNAMIC HEIGHT  -        207.493 (meters)      680.75  (feet) COMP
 EJ1097  MODELED GRAVITY -    979,647.9   (mgal)                       NAVD 88
 EJ1097
 EJ1097  VERT ORDER      -  SECOND    CLASS 0
 EJ1097
 EJ1097.The horizontal coordinates were scaled from a map and have
 EJ1097.an estimated accuracy of +/- 6 seconds.
 EJ1097
 EJ1097.The orthometric height was determined by differential leveling and
 EJ1097.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1097.in June 1991.
 EJ1097
 EJ1097.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1097.GEOID18 height accuracy estimate available here.
 EJ1097
 EJ1097.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU948319(NAD 83)
 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
 EJ1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1097.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1097
 EJ1097_MARKER: DB = BENCH MARK DISK
 EJ1097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1097_STAMPING: M 103 1935
 EJ1097_MARK LOGO: CGS
 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             CGS
 EJ1097  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ1097
 EJ1097                          STATION DESCRIPTION
 EJ1097
 EJ1097'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0983 ***********************************************************************
 EJ0983  DESIGNATION -  M 104
 EJ0983  PID         -  EJ0983
 EJ0983  STATE/COUNTY-  AR/SALINE
 EJ0983  COUNTRY     -  US
 EJ0983  USGS QUAD   -  PARON SW (2017)
 EJ0983
 EJ0983                         *CURRENT SURVEY CONTROL
 EJ0983  ______________________________________________________________________
 EJ0983* NAD 83(1986) POSITION- 34 49 05.     (N) 092 59 29.     (W)   SCALED
 EJ0983* NAVD 88 ORTHO HEIGHT -   305.415 (meters)     1002.02  (feet) ADJUSTED
 EJ0983  ______________________________________________________________________
 EJ0983  GEOID HEIGHT    -        -27.989 (meters)                     GEOID18
 EJ0983  DYNAMIC HEIGHT  -        305.109 (meters)     1001.01  (feet) COMP
 EJ0983  MODELED GRAVITY -    979,623.6   (mgal)                       NAVD 88
 EJ0983
 EJ0983  VERT ORDER      -  SECOND    CLASS 0
 EJ0983
 EJ0983.The horizontal coordinates were scaled from a map and have
 EJ0983.an estimated accuracy of +/- 6 seconds.
 EJ0983
 EJ0983.The orthometric height was determined by differential leveling and
 EJ0983.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0983.in June 1991.
 EJ0983
 EJ0983.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0983.GEOID18 height accuracy estimate available here.
 EJ0983
 EJ0983.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU007528(NAD 83)
 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
 EJ0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0983.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0983
 EJ0983_MARKER: DB = BENCH MARK DISK
 EJ0983_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0983_STAMPING: M 104 1935
 EJ0983_MARK LOGO: CGS
 EJ0983_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0983
 EJ0983  HISTORY     - Date     Condition        Report By
 EJ0983  HISTORY     - 1935     MONUMENTED       CGS
 EJ0983  HISTORY     - 1960     POOR             CGS
 EJ0983
 EJ0983                          STATION DESCRIPTION
 EJ0983
 EJ0983'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0995 ***********************************************************************
 EJ0995  DESIGNATION -  M 105
 EJ0995  PID         -  EJ0995
 EJ0995  STATE/COUNTY-  AR/GARLAND
 EJ0995  COUNTRY     -  US
 EJ0995  USGS QUAD   -  AVANT (2017)
 EJ0995
 EJ0995                         *CURRENT SURVEY CONTROL
 EJ0995  ______________________________________________________________________
 EJ0995* NAD 83(1986) POSITION- 34 44 39.     (N) 093 17 06.     (W)   SCALED
 EJ0995* NAVD 88 ORTHO HEIGHT -   248.361 (meters)      814.83  (feet) ADJUSTED
 EJ0995  ______________________________________________________________________
 EJ0995  GEOID HEIGHT    -        -28.428 (meters)                     GEOID18
 EJ0995  DYNAMIC HEIGHT  -        248.111 (meters)      814.01  (feet) COMP
 EJ0995  MODELED GRAVITY -    979,623.9   (mgal)                       NAVD 88
 EJ0995
 EJ0995  VERT ORDER      -  SECOND    CLASS 0
 EJ0995
 EJ0995.The horizontal coordinates were scaled from a map and have
 EJ0995.an estimated accuracy of +/- 6 seconds.
 EJ0995
 EJ0995.The orthometric height was determined by differential leveling and
 EJ0995.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0995.in June 1991.
 EJ0995
 EJ0995.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0995.GEOID18 height accuracy estimate available here.
 EJ0995
 EJ0995.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU739447(NAD 83)
 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
 EJ0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0995.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0995
 EJ0995_MARKER: DB = BENCH MARK DISK
 EJ0995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0995_STAMPING: M 105 1935
 EJ0995_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2092 ***********************************************************************
 EH2092  DESIGNATION -  M 107
 EH2092  PID         -  EH2092
 EH2092  STATE/COUNTY-  AR/LONOKE
 EH2092  COUNTRY     -  US
 EH2092  USGS QUAD   -  LONOKE (2017)
 EH2092
 EH2092                         *CURRENT SURVEY CONTROL
 EH2092  ______________________________________________________________________
 EH2092* NAD 83(1986) POSITION- 34 47 06.     (N) 091 58 51.     (W)   SCALED
 EH2092* NAVD 88 ORTHO HEIGHT -    69.614 (meters)      228.39  (feet) ADJUSTED
 EH2092  ______________________________________________________________________
 EH2092  GEOID HEIGHT    -        -26.757 (meters)                     GEOID18
 EH2092  DYNAMIC HEIGHT  -         69.549 (meters)      228.18  (feet) COMP
 EH2092  MODELED GRAVITY -    979,706.9   (mgal)                       NAVD 88
 EH2092
 EH2092  VERT ORDER      -  FIRST     CLASS II
 EH2092
 EH2092.The horizontal coordinates were scaled from a map and have
 EH2092.an estimated accuracy of +/- 6 seconds.
 EH2092
 EH2092.The orthometric height was determined by differential leveling and
 EH2092.adjusted by the NATIONAL GEODETIC SURVEY
 EH2092.in June 1991.
 EH2092
 EH2092.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2092.GEOID18 height accuracy estimate available here.
 EH2092
 EH2092.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU932496(NAD 83)
 EH2092
 EH2092                          SUPERSEDED SURVEY CONTROL
 EH2092
 EH2092  NGVD 29 (11/26/84)   69.636  (m)          228.46   (f) ADJUSTED    1 2
 EH2092
 EH2092.Superseded values are not recommended for survey control.
 EH2092
 EH2092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2092.See file dsdata.pdf to determine how the superseded data were derived.
 EH2092
 EH2092_MARKER: DB = BENCH MARK DISK
 EH2092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2092_STAMPING: M 107 1954
 EH2092_MARK LOGO: CGS
 EH2092_PROJECTION: PROJECTING 15 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2032 ***********************************************************************
 EH2032  DESIGNATION -  M 108
 EH2032  PID         -  EH2032
 EH2032  STATE/COUNTY-  AR/LONOKE
 EH2032  COUNTRY     -  US
 EH2032  USGS QUAD   -  CARLISLE (2017)
 EH2032
 EH2032                         *CURRENT SURVEY CONTROL
 EH2032  ______________________________________________________________________
 EH2032* NAD 83(1986) POSITION- 34 48 11.     (N) 091 42 48.     (W)   SCALED
 EH2032* NAVD 88 ORTHO HEIGHT -    73.069 (meters)      239.73  (feet) ADJUSTED
 EH2032  ______________________________________________________________________
 EH2032  GEOID HEIGHT    -        -26.929 (meters)                     GEOID18
 EH2032  DYNAMIC HEIGHT  -         73.001 (meters)      239.50  (feet) COMP
 EH2032  MODELED GRAVITY -    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 map and have
 EH2032.an estimated accuracy of +/- 6 seconds.
 EH2032
 EH2032.The orthometric height was determined by differential leveling and
 EH2032.adjusted by the NATIONAL GEODETIC SURVEY
 EH2032.in June 1991.
 EH2032
 EH2032.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2032.GEOID18 height accuracy estimate available here.
 EH2032
 EH2032.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU176519(NAD 83)
 EH2032
 EH2032                          SUPERSEDED SURVEY CONTROL
 EH2032
 EH2032  NGVD 29 (11/26/84)   73.080  (m)          239.76   (f) ADJUSTED    1 2
 EH2032
 EH2032.Superseded values are not recommended for survey control.
 EH2032
 EH2032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2032.See file dsdata.pdf to determine how the superseded data were derived.
 EH2032
 EH2032_MARKER: DB = BENCH MARK DISK
 EH2032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2032_STAMPING: M 108 1954
 EH2032_MARK LOGO: CGS
 EH2032_PROJECTION: PROJECTING 18 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2217 ***********************************************************************
 EH2217  DESIGNATION -  M 109
 EH2217  PID         -  EH2217
 EH2217  STATE/COUNTY-  AR/PRAIRIE
 EH2217  COUNTRY     -  US
 EH2217  USGS QUAD   -  HAZEN (2017)
 EH2217
 EH2217                         *CURRENT SURVEY CONTROL
 EH2217  ______________________________________________________________________
 EH2217* NAD 83(1986) POSITION- 34 46 22.     (N) 091 30 00.     (W)   SCALED
 EH2217* NAVD 88 ORTHO HEIGHT -    69.912 (meters)      229.37  (feet) ADJUSTED
 EH2217  ______________________________________________________________________
 EH2217  GEOID HEIGHT    -        -26.934 (meters)                     GEOID18
 EH2217  DYNAMIC HEIGHT  -         69.846 (meters)      229.15  (feet) COMP
 EH2217  MODELED GRAVITY -    979,694.7   (mgal)                       NAVD 88
 EH2217
 EH2217  VERT ORDER      -  FIRST     CLASS II
 EH2217
 EH2217.The horizontal coordinates were scaled from a map and have
 EH2217.an estimated accuracy of +/- 6 seconds.
 EH2217
 EH2217.The orthometric height was determined by differential leveling and
 EH2217.adjusted by the NATIONAL GEODETIC SURVEY
 EH2217.in June 1991.
 EH2217
 EH2217.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2217.GEOID18 height accuracy estimate available here.
 EH2217
 EH2217.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU372488(NAD 83)
 EH2217
 EH2217                          SUPERSEDED SURVEY CONTROL
 EH2217
 EH2217  NGVD 29 (11/26/84)   69.917  (m)          229.39   (f) ADJUSTED    1 2
 EH2217
 EH2217.Superseded values are not recommended for survey control.
 EH2217
 EH2217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2217.See file dsdata.pdf to determine how the superseded data were derived.
 EH2217
 EH2217_MARKER: DB = BENCH MARK DISK
 EH2217_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH2217_SP_SET: FOUNDATION
 EH2217_STAMPING: M 109 1954
 EH2217_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 DL0008 ***********************************************************************
 DL0008  DESIGNATION -  M 11
 DL0008  PID         -  DL0008
 DL0008  STATE/COUNTY-  AR/CLEVELAND
 DL0008  COUNTRY     -  US
 DL0008  USGS QUAD   -  RISON (2017)
 DL0008
 DL0008                         *CURRENT SURVEY CONTROL
 DL0008  ______________________________________________________________________
 DL0008* NAD 83(1986) POSITION- 33 54 48.     (N) 092 12 41.     (W)   SCALED
 DL0008* NAVD 88 ORTHO HEIGHT -    51.459 (meters)      168.83  (feet) ADJUSTED
 DL0008  ______________________________________________________________________
 DL0008  GEOID HEIGHT    -        -25.904 (meters)                     GEOID18
 DL0008  DYNAMIC HEIGHT  -         51.408 (meters)      168.66  (feet) COMP
 DL0008  MODELED GRAVITY -    979,644.0   (mgal)                       NAVD 88
 DL0008
 DL0008  VERT ORDER      -  SECOND    CLASS I
 DL0008
 DL0008.The horizontal coordinates were scaled from a map and have
 DL0008.an estimated accuracy of +/- 6 seconds.
 DL0008
 DL0008.The orthometric height was determined by differential leveling and
 DL0008.adjusted by the NATIONAL GEODETIC SURVEY
 DL0008.in September 2023.
 DL0008
 DL0008.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0008.GEOID18 height accuracy estimate available here.
 DL0008
 DL0008.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT729528(NAD 83)
 DL0008
 DL0008                          SUPERSEDED SURVEY CONTROL
 DL0008
 DL0008  NAVD 88 (06/15/91)   51.459  (m)          168.83   (f) SUPERSEDED  2 0
 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
 DL0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0008.See file dsdata.pdf to determine how the superseded data were derived.
 DL0008
 DL0008_MARKER: DB = BENCH MARK DISK
 DL0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0008_STAMPING: 169.111 M 11 1932
 DL0008_MARK LOGO: CGS
 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'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 = MARCH 20, 2026 22:17:28 EDT
 EJ1358 ***********************************************************************
 EJ1358  DESIGNATION -  M 11
 EJ1358  PID         -  EJ1358
 EJ1358  STATE/COUNTY-  AR/PIKE
 EJ1358  COUNTRY     -  US
 EJ1358  USGS QUAD   -  NEWHOPE (2017)
 EJ1358
 EJ1358                         *CURRENT SURVEY CONTROL
 EJ1358  ______________________________________________________________________
 EJ1358* NAD 83(1986) POSITION- 34 13 47.     (N) 093 52 53.     (W)   SCALED
 EJ1358* NAVD 88 ORTHO HEIGHT -   230.770 (meters)      757.12  (feet) ADJUSTED
 EJ1358  ______________________________________________________________________
 EJ1358  GEOID HEIGHT    -        -27.851 (meters)                     GEOID18
 EJ1358  DYNAMIC HEIGHT  -        230.534 (meters)      756.34  (feet) COMP
 EJ1358  MODELED GRAVITY -    979,605.5   (mgal)                       NAVD 88
 EJ1358
 EJ1358  VERT ORDER      -  SECOND    CLASS 0
 EJ1358
 EJ1358.The horizontal coordinates were scaled from a map and have
 EJ1358.an estimated accuracy of +/- 6 seconds.
 EJ1358
 EJ1358.The orthometric height was determined by differential leveling and
 EJ1358.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1358.in June 1991.
 EJ1358
 EJ1358.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1358.GEOID18 height accuracy estimate available here.
 EJ1358
 EJ1358.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT188879(NAD 83)
 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
 EJ1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1358.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1358
 EJ1358_MARKER: DB = BENCH MARK DISK
 EJ1358_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ1358_STAMPING: M 11 1932
 EJ1358_MARK LOGO: CGS
 EJ1358_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1358
 EJ1358  HISTORY     - Date     Condition        Report By
 EJ1358  HISTORY     - 1932     MONUMENTED       CGS
 EJ1358  HISTORY     - 1934     GOOD             CGS
 EJ1358  HISTORY     - 1962     MARK NOT FOUND   CGS
 EJ1358
 EJ1358                          STATION DESCRIPTION
 EJ1358
 EJ1358'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1962
 EJ1358'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF2096 ***********************************************************************
 FF2096  DESIGNATION -  M 11 2
 FF2096  PID         -  FF2096
 FF2096  STATE/COUNTY-  AR/CROSS
 FF2096  COUNTRY     -  US
 FF2096  USGS QUAD   -  CHERRY VALLEY WEST (2017)
 FF2096
 FF2096                         *CURRENT SURVEY CONTROL
 FF2096  ______________________________________________________________________
 FF2096* NAD 83(1997) POSITION- 35 24 06.47452(N) 090 50 10.01488(W)   NO CHECK
 FF2096* NAVD 88 ORTHO HEIGHT -    72.48  (+/-2cm)      237.8   (feet) VERTCON3
 FF2096  ______________________________________________________________________
 FF2096  GEOID HEIGHT    -        -27.405 (meters)                     GEOID18
 FF2096  LAPLACE CORR    -         -0.18  (seconds)                    DEFLEC18
 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
 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
 FF2096.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF2096.GEOID18 height accuracy estimate available here.
 FF2096
 FF2096.The vertical order pertains to the NGVD 29 superseded value.
 FF2096
 FF2096.Click photographs - Photos may exist for this station.
 FF2096
 FF2096.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF2096
 FF2096. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999292  x   0.99994098  =   0.99993390
 FF2096!UTM  15      -   0.99999292  x   1.00007588  =   1.00006880
 FF2096
 FF2096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV9650319752(NAD 83)
 FF2096
 FF2096                          SUPERSEDED SURVEY CONTROL
 FF2096
 FF2096  NAD 83(1995)-  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              72.44   (m)          237.7    (f) LEVELING    3  
 FF2096
 FF2096.Superseded values are not recommended for survey control.
 FF2096
 FF2096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2096.See file dsdata.pdf to determine how the superseded data were derived.
 FF2096
 FF2096_MARKER: DB = BENCH MARK DISK
 FF2096_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF2096_STAMPING: M-11-2
 FF2096_MARK LOGO: USACE
 FF2096_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF2096
 FF2096  HISTORY     - Date     Condition        Report By
 FF2096  HISTORY     - 1954     MONUMENTED       USACE
 FF2096
 FF2096                          STATION DESCRIPTION
 FF2096
 FF2096'DESCRIBED BY US ARMY CORPS OF 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 = MARCH 20, 2026 22:17:28 EDT
 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  COUNTRY     -  US
 FF0653  USGS QUAD   -  HICKORY RIDGE (2017)
 FF0653
 FF0653                         *CURRENT SURVEY CONTROL
 FF0653  ______________________________________________________________________
 FF0653* NAD 83(2011) POSITION- 35 25 34.40214(N) 090 59 25.88339(W)   ADJUSTED
 FF0653* NAD 83(2011) ELLIP HT-    42.166 (meters)        (06/27/12)   ADJUSTED
 FF0653* NAD 83(2011) EPOCH   -  2010.00
 FF0653* NAVD 88 ORTHO HEIGHT -    69.65  (meters)      228.5   (feet) GPS OBS
 FF0653  ______________________________________________________________________
 FF0653  NAVD 88 orthometric height was determined with geoid model    GEOID03
 FF0653  GEOID HEIGHT    -        -27.436 (meters)                     GEOID03
 FF0653  GEOID HEIGHT    -        -27.420 (meters)                     GEOID18
 FF0653  NAD 83(2011) X  -    -89,947.778 (meters)                     COMP
 FF0653  NAD 83(2011) Y  - -5,202,417.101 (meters)                     COMP
 FF0653  NAD 83(2011) Z  -  3,676,525.410 (meters)                     COMP
 FF0653  LAPLACE CORR    -          0.02  (seconds)                    DEFLEC18
 FF0653
 FF0653  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FF0653  Standards:
 FF0653         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FF0653            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FF0653  -------------------------------------------------------------------
 FF0653  NETWORK    1.78   2.55           0.80   0.64   1.30      0.01673993
 FF0653  -------------------------------------------------------------------
 FF0653  Click here for local accuracies and other accuracy information.
 FF0653
 FF0653.The horizontal coordinates were established by GPS observations
 FF0653.and adjusted by the National Geodetic Survey in June 2012.
 FF0653
 FF0653.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FF0653.been affixed to the stable North American tectonic plate. See 
 FF0653.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FF0653
 FF0653.The horizontal coordinates are valid at the epoch date displayed above
 FF0653.which is a decimal equivalence of Year/Month/Day.
 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.
 FF0653
 FF0653.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0653.GEOID18 height accuracy estimate available here.
 FF0653
 FF0653.Click photographs - Photos may exist for this station.
 FF0653
 FF0653.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF0653
 FF0653.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF0653
 FF0653.The ellipsoidal height was determined by GPS observations
 FF0653.and is referenced to NAD 83.
 FF0653
 FF0653. The following values were computed from the NAD 83(2011) position.
 FF0653
 FF0653;                    North         East     Units Scale Factor Converg.
 FF0653;SPC AR N     -   121,716.436   491,665.759   MT  0.99993972   +0 35 14.7
 FF0653;SPC AR N     -   399,331.34  1,613,073.41   sFT  0.99993972   +0 35 14.7
 FF0653;UTM  15      - 3,922,165.978   682,424.548   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV8242422165(NAD 83)
 FF0653
 FF0653                          SUPERSEDED SURVEY CONTROL
 FF0653
 FF0653  NAD 83(2007)-  35 25 34.40218(N)    090 59 25.88438(W) AD(2002.00) 0
 FF0653  ELLIP H (02/10/07)   42.186  (m)                       GP(2002.00)    
 FF0653  NAD 83(1997)-  35 25 34.40212(N)    090 59 25.88410(W) AD(       ) B
 FF0653  ELLIP H (04/05/04)   42.182  (m)                       GP(       ) 3 2
 FF0653  NAVD 88              69.56   (m)          228.2    (f) LEVELING    3  
 FF0653  NAVD 88 (06/15/91)   69.558  (m)          228.21   (f) ADJUSTED    1 2
 FF0653  NGVD 29 (11/26/84)   69.511  (m)          228.05   (f) ADJUSTED    1 2
 FF0653
 FF0653.Superseded values are not recommended for survey control.
 FF0653
 FF0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0653.See file dsdata.pdf to determine how the superseded data were derived.
 FF0653
 FF0653_MARKER: DD = SURVEY DISK
 FF0653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0653_STAMPING: M-11-5
 FF0653_MARK LOGO: USACE
 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 - July 28, 2009
 FF0653
 FF0653  HISTORY     - Date     Condition        Report By
 FF0653  HISTORY     - UNK      MONUMENTED       USACE
 FF0653  HISTORY     - 1956     GOOD             CGS
 FF0653  HISTORY     - 20020326 GOOD             USACE
 FF0653  HISTORY     - 20020426 GOOD             USACE
 FF0653  HISTORY     - 20090728 GOOD             JMSM
 FF0653
 FF0653                          STATION DESCRIPTION
 FF0653
 FF0653'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 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.
 FF0653'
 FF0653'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 49 AND E LAUREL
 FF0653'ST AT HICKORY RIDGE, GO NORTH ALONG HIGHWAY 49 FOR 1.7 MI (2.7 KM) TO
 FF0653'MARK ON THE LEFT, ACROSS TRACKS.
 FF0653'
 FF0653'THE STATION IS ACROSS TRACK FROM ROAD CROSSING OF HIGHWAY 49 AND CR NO
 FF0653'104, 48.5 FT (14.8 M) WEST OF WEST RAIL, 16 FT (4.9 M) SOUTH OF
 FF0653'APPROXIMATE CENTER OF GRAVEL ROAD, 28 FT (8.5 M) WEST OF RR CROSSING
 FF0653'WARNING SIGN, 43.5 FT EAST OF PP, 7.5 FT (2.3 M) EAST OF TELEPHONE
 FF0653'CABLE WARNING SIGN, 2 FT (0.6 M) NORTH OF ORANGE CARSONITE WITNESS
 FF0653'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.
 FF0653
 FF0653                          STATION RECOVERY (2009)
 FF0653
 FF0653'RECOVERY NOTE BY JOHNSON-MCADAMS SURVEYING AND MAPPING 2009 (WJB)
 FF0653'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0696 ***********************************************************************
 FF0696  DESIGNATION -  M 11 7
 FF0696  PID         -  FF0696
 FF0696  STATE/COUNTY-  AR/CROSS
 FF0696  COUNTRY     -  US
 FF0696  USGS QUAD   -  VANNDALE (2017)
 FF0696
 FF0696                         *CURRENT SURVEY CONTROL
 FF0696  ______________________________________________________________________
 FF0696* NAD 83(1986) POSITION- 35 18 47.     (N) 090 46 20.     (W)   SCALED
 FF0696* NAVD 88 ORTHO HEIGHT -    83.682 (meters)      274.55  (feet) ADJUSTED
 FF0696  ______________________________________________________________________
 FF0696  GEOID HEIGHT    -        -27.294 (meters)                     GEOID18
 FF0696  DYNAMIC HEIGHT  -         83.607 (meters)      274.30  (feet) COMP
 FF0696  MODELED GRAVITY -    979,737.7   (mgal)                       NAVD 88
 FF0696
 FF0696  VERT ORDER      -  FIRST     CLASS II
 FF0696
 FF0696.The horizontal coordinates were scaled from a map and have
 FF0696.an estimated accuracy of +/- 6 seconds.
 FF0696
 FF0696.The orthometric height was determined by differential leveling and
 FF0696.adjusted by the NATIONAL GEODETIC SURVEY
 FF0696.in June 1991.
 FF0696
 FF0696.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0696.GEOID18 height accuracy estimate available here.
 FF0696
 FF0696.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV025100(NAD 83)
 FF0696
 FF0696                          SUPERSEDED SURVEY CONTROL
 FF0696
 FF0696  NGVD 29 (11/26/84)   83.643  (m)          274.42   (f) ADJUSTED    1 2
 FF0696
 FF0696.Superseded values are not recommended for survey control.
 FF0696
 FF0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0696.See file dsdata.pdf to determine how the superseded data were derived.
 FF0696
 FF0696_MARKER: P = PIPE CAP
 FF0696_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF0696_STAMPING: M-11-7
 FF0696_MARK LOGO: USACE
 FF0696_MAGNETIC: P = MARKER IS A STEEL PIPE
 FF0696_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0696
 FF0696  HISTORY     - Date     Condition        Report By
 FF0696  HISTORY     - UNK      MONUMENTED       USACE
 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, ALONG THE MISSOURI PACIFIC RAILROAD, ABOUT 0.15 MILE
 FF0696'NORTH OF THE FLAG STATION, AT AN EAST-WEST GRAVEL ROAD CROSSING (THE
 FF0696'ROAD JUNCTIONS WITH STATE HIGHWAY 1 AT CENTER OF A CURVE IN HIGHWAY
 FF0696'WITH TANGENTS EXTENDING NORTH AND WEST), ACROSS TRACK FROM A POINT
 FF0696'BETWEEN TELEPHONE POLES 274/04 AND 274/05, 28 FEET WEST OF WEST RAIL
 FF0696'OF MAIN TRACK, 14 FEET WEST OF WEST RAIL OF SIDING, 67 FEET SOUTH OF
 FF0696'CENTER LINE OF GRAVEL ROAD, 108 FEET SOUTHWEST AND ACROSS ROAD AND
 FF0696'TRACK FROM CROSSING WARNING SIGN, 43 1/2 FEET SOUTH OF TELEPHONE POLE
 FF0696'NO. 1327, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 3 1/2
 FF0696'FEET 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 = MARCH 20, 2026 22:17:28 EDT
 FF0666 ***********************************************************************
 FF0666  DESIGNATION -  M 11 8
 FF0666  PID         -  FF0666
 FF0666  STATE/COUNTY-  AR/POINSETT
 FF0666  COUNTRY     -  US
 FF0666  USGS QUAD   -  HICKORY RIDGE (2017)
 FF0666
 FF0666                         *CURRENT SURVEY CONTROL
 FF0666  ______________________________________________________________________
 FF0666* NAD 83(1986) POSITION- 35 29 29.     (N) 090 58 22.     (W)   SCALED
 FF0666* NAVD 88 ORTHO HEIGHT -    71.295 (meters)      233.91  (feet) ADJUSTED
 FF0666  ______________________________________________________________________
 FF0666  GEOID HEIGHT    -        -27.482 (meters)                     GEOID18
 FF0666  DYNAMIC HEIGHT  -         71.233 (meters)      233.70  (feet) COMP
 FF0666  MODELED GRAVITY -    979,758.8   (mgal)                       NAVD 88
 FF0666
 FF0666  VERT ORDER      -  FIRST     CLASS II
 FF0666
 FF0666.The horizontal coordinates were scaled from a map and have
 FF0666.an estimated accuracy of +/- 6 seconds.
 FF0666
 FF0666.The orthometric height was determined by differential leveling and
 FF0666.adjusted by the NATIONAL GEODETIC SURVEY
 FF0666.in June 1991.
 FF0666
 FF0666.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0666.GEOID18 height accuracy estimate available here.
 FF0666
 FF0666.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV838294(NAD 83)
 FF0666
 FF0666                          SUPERSEDED SURVEY CONTROL
 FF0666
 FF0666  NGVD 29 (11/26/84)   71.243  (m)          233.74   (f) ADJUSTED    1 2
 FF0666
 FF0666.Superseded values are not recommended for survey control.
 FF0666
 FF0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0666.See file dsdata.pdf to determine how the superseded data were derived.
 FF0666
 FF0666_MARKER: DD = SURVEY DISK
 FF0666_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF0666_STAMPING: M-11-8
 FF0666_MARK LOGO: USACE
 FF0666_PROJECTION: RECESSED 3 CENTIMETERS
 FF0666_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0666
 FF0666  HISTORY     - Date     Condition        Report By
 FF0666  HISTORY     - UNK      MONUMENTED       USACE
 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'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 = MARCH 20, 2026 22:17:28 EDT
 EH1922 ***********************************************************************
 EH1922  DESIGNATION -  M 110
 EH1922  PID         -  EH1922
 EH1922  STATE/COUNTY-  AR/PRAIRIE
 EH1922  COUNTRY     -  US
 EH1922  USGS QUAD   -  DES ARC WEST (2017)
 EH1922
 EH1922                         *CURRENT SURVEY CONTROL
 EH1922  ______________________________________________________________________
 EH1922* NAD 83(1986) POSITION- 34 59 27.2    (N) 091 36 51.2    (W)   HD_HELD2
 EH1922* NAVD 88 ORTHO HEIGHT -    64.979 (meters)      213.19  (feet) ADJUSTED
 EH1922  ______________________________________________________________________
 EH1922  GEOID HEIGHT    -        -27.224 (meters)                     GEOID18
 EH1922  DYNAMIC HEIGHT  -         64.919 (meters)      212.99  (feet) COMP
 EH1922  MODELED GRAVITY -    979,711.8   (mgal)                       NAVD 88
 EH1922
 EH1922  VERT ORDER      -  FIRST     CLASS II
 EH1922
 EH1922.The horizontal coordinates were established by autonomous hand held GPS
 EH1922.observations and have an estimated accuracy of +/- 10 meters.
 EH1922
 EH1922.The orthometric height was determined by differential leveling and
 EH1922.adjusted by the NATIONAL GEODETIC SURVEY
 EH1922.in June 1991.
 EH1922
 EH1922.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1922.GEOID18 height accuracy estimate available here.
 EH1922
 EH1922.Click photographs - Photos may exist for this station.
 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     -   657,866.      435,223.      MT  (+/- 10 meters HH2 GPS)
 EH1922
 EH1922_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU2647272909(NAD 83)
 EH1922
 EH1922                          SUPERSEDED SURVEY CONTROL
 EH1922
 EH1922  NGVD 29 (11/26/84)   64.979  (m)          213.19   (f) ADJUSTED    1 2
 EH1922
 EH1922.Superseded values are not recommended for survey control.
 EH1922
 EH1922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1922.See file dsdata.pdf to determine how the superseded data were derived.
 EH1922
 EH1922_MARKER: DB = BENCH MARK DISK
 EH1922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1922_STAMPING: M 110 1954
 EH1922_MARK LOGO: CGS
 EH1922_PROJECTION: PROJECTING 21 CENTIMETERS
 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 - March 17, 2020
 EH1922
 EH1922  HISTORY     - Date     Condition        Report By
 EH1922  HISTORY     - 1954     MONUMENTED       CGS
 EH1922  HISTORY     - 20030611 GOOD             USACE
 EH1922  HISTORY     - 20200317 GOOD             ARHD
 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.
 EH1922
 EH1922                          STATION RECOVERY (2020)
 EH1922
 EH1922'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2020 (JDH)
 EH1922'IT IS 1.3 FT (0.4 M) ABOVE THE GROUND AND HAS HAD A LOT OF DIRT WORK
 EH1922'DONE AROUND IT OVER SEVERAL YEARS DUE TO FARMING.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1950 ***********************************************************************
 EH1950  DESIGNATION -  M 111
 EH1950  PID         -  EH1950
 EH1950  STATE/COUNTY-  AR/LONOKE
 EH1950  COUNTRY     -  US
 EH1950  USGS QUAD   -  LONOKE (2017)
 EH1950
 EH1950                         *CURRENT SURVEY CONTROL
 EH1950  ______________________________________________________________________
 EH1950* NAD 83(1986) POSITION- 34 51 52.     (N) 091 52 29.     (W)   SCALED
 EH1950* NAVD 88 ORTHO HEIGHT -    75.517 (meters)      247.76  (feet) ADJUSTED
 EH1950  ______________________________________________________________________
 EH1950  GEOID HEIGHT    -        -26.970 (meters)                     GEOID18
 EH1950  DYNAMIC HEIGHT  -         75.447 (meters)      247.53  (feet) COMP
 EH1950  MODELED GRAVITY -    979,705.0   (mgal)                       NAVD 88
 EH1950
 EH1950  VERT ORDER      -  FIRST     CLASS II
 EH1950
 EH1950.The horizontal coordinates were scaled from a map and have
 EH1950.an estimated accuracy of +/- 6 seconds.
 EH1950
 EH1950.The orthometric height was determined by differential leveling and
 EH1950.adjusted by the NATIONAL GEODETIC SURVEY
 EH1950.in June 1991.
 EH1950
 EH1950.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1950.GEOID18 height accuracy estimate available here.
 EH1950
 EH1950.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU028585(NAD 83)
 EH1950
 EH1950                          SUPERSEDED SURVEY CONTROL
 EH1950
 EH1950  NGVD 29 (11/26/84)   75.526  (m)          247.79   (f) ADJUSTED    1 2
 EH1950
 EH1950.Superseded values are not recommended for survey control.
 EH1950
 EH1950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1950.See file dsdata.pdf to determine how the superseded data were derived.
 EH1950
 EH1950_MARKER: DB = BENCH MARK DISK
 EH1950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1950_STAMPING: M 111 1955
 EH1950_MARK LOGO: CGS
 EH1950_PROJECTION: PROJECTING 18 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1618 ***********************************************************************
 EH1618  DESIGNATION -  M 112
 EH1618  PID         -  EH1618
 EH1618  STATE/COUNTY-  AR/JEFFERSON
 EH1618  COUNTRY     -  US
 EH1618  USGS QUAD   -  REYDELL (2017)
 EH1618
 EH1618                         *CURRENT SURVEY CONTROL
 EH1618  ______________________________________________________________________
 EH1618* NAD 83(1986) POSITION- 34 12 00.     (N) 091 32 18.     (W)   SCALED
 EH1618* NAVD 88 ORTHO HEIGHT -    54.339 (meters)      178.28  (feet) ADJUSTED
 EH1618  ______________________________________________________________________
 EH1618  GEOID HEIGHT    -        -26.157 (meters)                     GEOID18
 EH1618  DYNAMIC HEIGHT  -         54.286 (meters)      178.10  (feet) COMP
 EH1618  MODELED GRAVITY -    979,661.5   (mgal)                       NAVD 88
 EH1618
 EH1618  VERT ORDER      -  FIRST     CLASS II
 EH1618
 EH1618.The horizontal coordinates were scaled from a map and have
 EH1618.an estimated accuracy of +/- 6 seconds.
 EH1618
 EH1618.The orthometric height was determined by differential leveling and
 EH1618.adjusted by the NATIONAL GEODETIC SURVEY
 EH1618.in August 1993.
 EH1618
 EH1618.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1618.GEOID18 height accuracy estimate available here.
 EH1618
 EH1618.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT346852(NAD 83)
 EH1618
 EH1618                          SUPERSEDED SURVEY CONTROL
 EH1618
 EH1618  NAVD 88 (06/15/91)   54.384  (m)          178.42   (f) SUPERSEDED  1 2
 EH1618  NGVD 29 (11/26/84)   54.418  (m)          178.54   (f) ADJUSTED    1 2
 EH1618
 EH1618.Superseded values are not recommended for survey control.
 EH1618
 EH1618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1618.See file dsdata.pdf to determine how the superseded data were derived.
 EH1618
 EH1618_MARKER: DB = BENCH MARK DISK
 EH1618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1618_STAMPING: M 112 1954
 EH1618_MARK LOGO: CGS
 EH1618_PROJECTION: PROJECTING 12 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1619 ***********************************************************************
 EH1619  DESIGNATION -  M 112 RESET
 EH1619  PID         -  EH1619
 EH1619  STATE/COUNTY-  AR/JEFFERSON
 EH1619  COUNTRY     -  US
 EH1619  USGS QUAD   -  REYDELL (2017)
 EH1619
 EH1619                         *CURRENT SURVEY CONTROL
 EH1619  ______________________________________________________________________
 EH1619* NAD 83(1986) POSITION- 34 12 00.     (N) 091 32 18.     (W)   SCALED
 EH1619* NAVD 88 ORTHO HEIGHT -    54.35  (meters)      178.3   (feet) RESET
 EH1619  ______________________________________________________________________
 EH1619  GEOID HEIGHT    -        -26.157 (meters)                     GEOID18
 EH1619  VERT ORDER      -  THIRD
 EH1619
 EH1619.The horizontal coordinates were scaled from a map and have
 EH1619.an estimated accuracy of +/- 6 seconds.
 EH1619
 EH1619.The orthometric height was computed from unverified reset data.
 EH1619
 EH1619.No vertical observational check was made to the station.
 EH1619
 EH1619.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1619.GEOID18 height accuracy estimate available here.
 EH1619
 EH1619.Click photographs - Photos may exist for this station.
 EH1619
 EH1619;                    North         East    Units  Estimated Accuracy
 EH1619;SPC AR S     -   570,160.      442,550.      MT  (+/- 180 meters Scaled)
 EH1619
 EH1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT346852(NAD 83)
 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
 EH1619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1619.See file dsdata.pdf to determine how the superseded data were derived.
 EH1619
 EH1619_MARKER: DB = BENCH MARK DISK
 EH1619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1619_STAMPING: M 112 RESET 1958
 EH1619_MARK LOGO: CGS
 EH1619_PROJECTION: PROJECTING 15 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2067 ***********************************************************************
 EH2067  DESIGNATION -  M 113
 EH2067  PID         -  EH2067
 EH2067  STATE/COUNTY-  AR/ARKANSAS
 EH2067  COUNTRY     -  US
 EH2067  USGS QUAD   -  STUTTGART NORTH (2017)
 EH2067
 EH2067                         *CURRENT SURVEY CONTROL
 EH2067  ______________________________________________________________________
 EH2067* NAD 83(1986) POSITION- 34 32 00.2    (N) 091 30 48.4    (W)   HD_HELD2
 EH2067* NAVD 88 ORTHO HEIGHT -    65.618 (meters)      215.28  (feet) ADJUSTED
 EH2067  ______________________________________________________________________
 EH2067  GEOID HEIGHT    -        -26.642 (meters)                     GEOID18
 EH2067  DYNAMIC HEIGHT  -         65.555 (meters)      215.08  (feet) COMP
 EH2067  MODELED GRAVITY -    979,680.1   (mgal)                       NAVD 88
 EH2067
 EH2067  VERT ORDER      -  FIRST     CLASS II
 EH2067
 EH2067.The horizontal coordinates were established by autonomous hand held GPS
 EH2067.observations and have an estimated accuracy of +/- 10 meters.
 EH2067
 EH2067.The orthometric height was determined by differential leveling and
 EH2067.adjusted by the NATIONAL GEODETIC SURVEY
 EH2067.in June 1991.
 EH2067
 EH2067.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2067.GEOID18 height accuracy estimate available here.
 EH2067
 EH2067.Click photographs - Photos may exist for this station.
 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     -   607,152.      444,665.      MT  (+/- 10 meters HH2 GPS)
 EH2067
 EH2067_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU3642122303(NAD 83)
 EH2067
 EH2067                          SUPERSEDED SURVEY CONTROL
 EH2067
 EH2067  NGVD 29 (11/26/84)   65.646  (m)          215.37   (f) ADJUSTED    1 2
 EH2067
 EH2067.Superseded values are not recommended for survey control.
 EH2067
 EH2067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2067.See file dsdata.pdf to determine how the superseded data were derived.
 EH2067
 EH2067_MARKER: DB = BENCH MARK DISK
 EH2067_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EH2067_SP_SET: CULVERT HEADWALL
 EH2067_STAMPING: M 113 1954
 EH2067_MARK LOGO: CGS
 EH2067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2067+STABILITY: SURFACE MOTION
 EH2067_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH2067+SATELLITE: SATELLITE OBSERVATIONS - December 21, 2017
 EH2067
 EH2067  HISTORY     - Date     Condition        Report By
 EH2067  HISTORY     - 1954     MONUMENTED       CGS
 EH2067  HISTORY     - 1955     GOOD             CGS
 EH2067  HISTORY     - 20030612 GOOD             USACE
 EH2067  HISTORY     - 20171221 GOOD             ARHD
 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.
 EH2067
 EH2067                          STATION RECOVERY (2017)
 EH2067
 EH2067'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2017 (JDH)
 EH2067'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1700 ***********************************************************************
 EH1700  DESIGNATION -  M 114
 EH1700  PID         -  EH1700
 EH1700  STATE/COUNTY-  AR/ARKANSAS
 EH1700  COUNTRY     -  US
 EH1700  USGS QUAD   -  STUTTGART SOUTH (2017)
 EH1700
 EH1700                         *CURRENT SURVEY CONTROL
 EH1700  ______________________________________________________________________
 EH1700* NAD 83(1986) POSITION- 34 29 16.     (N) 091 34 16.     (W)   SCALED
 EH1700* NAVD 88 ORTHO HEIGHT -    59.550 (meters)      195.37  (feet) ADJUSTED
 EH1700  ______________________________________________________________________
 EH1700  GEOID HEIGHT    -        -26.541 (meters)                     GEOID18
 EH1700  DYNAMIC HEIGHT  -         59.493 (meters)      195.19  (feet) COMP
 EH1700  MODELED GRAVITY -    979,680.3   (mgal)                       NAVD 88
 EH1700
 EH1700  VERT ORDER      -  FIRST     CLASS II
 EH1700
 EH1700.The horizontal coordinates were scaled from a map and have
 EH1700.an estimated accuracy of +/- 6 seconds.
 EH1700
 EH1700.The orthometric height was determined by differential leveling and
 EH1700.adjusted by the NATIONAL GEODETIC SURVEY
 EH1700.in June 1991.
 EH1700
 EH1700.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1700.GEOID18 height accuracy estimate available here.
 EH1700
 EH1700.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU312171(NAD 83)
 EH1700
 EH1700                          SUPERSEDED SURVEY CONTROL
 EH1700
 EH1700  NGVD 29 (11/26/84)   59.579  (m)          195.47   (f) ADJUSTED    1 2
 EH1700
 EH1700.Superseded values are not recommended for survey control.
 EH1700
 EH1700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1700.See file dsdata.pdf to determine how the superseded data were derived.
 EH1700
 EH1700_MARKER: DB = BENCH MARK DISK
 EH1700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1700_STAMPING: M 114 1954
 EH1700_MARK LOGO: CGS
 EH1700_PROJECTION: PROJECTING 12 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1394 ***********************************************************************
 EH1394  DESIGNATION -  M 115
 EH1394  PID         -  EH1394
 EH1394  STATE/COUNTY-  AR/ARKANSAS
 EH1394  COUNTRY     -  US
 EH1394  USGS QUAD   -  DE WITT NE (2017)
 EH1394
 EH1394                         *CURRENT SURVEY CONTROL
 EH1394  ______________________________________________________________________
 EH1394* NAD 83(1986) POSITION- 34 23 14.     (N) 091 21 48.     (W)   SCALED
 EH1394* NAVD 88 ORTHO HEIGHT -    60.933 (meters)      199.91  (feet) ADJUSTED
 EH1394  ______________________________________________________________________
 EH1394  GEOID HEIGHT    -        -26.535 (meters)                     GEOID18
 EH1394  DYNAMIC HEIGHT  -         60.875 (meters)      199.72  (feet) COMP
 EH1394  MODELED GRAVITY -    979,671.4   (mgal)                       NAVD 88
 EH1394
 EH1394  VERT ORDER      -  FIRST     CLASS II
 EH1394
 EH1394.The horizontal coordinates were scaled from a map and have
 EH1394.an estimated accuracy of +/- 6 seconds.
 EH1394
 EH1394.The orthometric height was determined by differential leveling and
 EH1394.adjusted by the NATIONAL GEODETIC SURVEY
 EH1394.in August 1993.
 EH1394
 EH1394.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1394.GEOID18 height accuracy estimate available here.
 EH1394
 EH1394.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU504063(NAD 83)
 EH1394
 EH1394                          SUPERSEDED SURVEY CONTROL
 EH1394
 EH1394  NAVD 88 (06/15/91)   60.995  (m)          200.11   (f) SUPERSEDED  1 2
 EH1394  NGVD 29 (11/26/84)   61.002  (m)          200.14   (f) ADJUSTED    1 2
 EH1394
 EH1394.Superseded values are not recommended for survey control.
 EH1394
 EH1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1394.See file dsdata.pdf to determine how the superseded data were derived.
 EH1394
 EH1394_MARKER: DB = BENCH MARK DISK
 EH1394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1394_STAMPING: M 115 1954
 EH1394_MARK LOGO: CGS
 EH1394_PROJECTION: PROJECTING 9 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1435 ***********************************************************************
 EH1435  DESIGNATION -  M 116
 EH1435  PID         -  EH1435
 EH1435  STATE/COUNTY-  AR/ARKANSAS
 EH1435  COUNTRY     -  US
 EH1435  USGS QUAD   -  ALMYRA (2017)
 EH1435
 EH1435                         *CURRENT SURVEY CONTROL
 EH1435  ______________________________________________________________________
 EH1435* NAD 83(1986) POSITION- 34 28 39.     (N) 091 28 01.     (W)   SCALED
 EH1435* NAVD 88 ORTHO HEIGHT -    64.992 (meters)      213.23  (feet) ADJUSTED
 EH1435  ______________________________________________________________________
 EH1435  GEOID HEIGHT    -        -26.589 (meters)                     GEOID18
 EH1435  DYNAMIC HEIGHT  -         64.930 (meters)      213.02  (feet) COMP
 EH1435  MODELED GRAVITY -    979,678.1   (mgal)                       NAVD 88
 EH1435
 EH1435  VERT ORDER      -  FIRST     CLASS II
 EH1435
 EH1435.The horizontal coordinates were scaled from a map and have
 EH1435.an estimated accuracy of +/- 6 seconds.
 EH1435
 EH1435.The orthometric height was determined by differential leveling and
 EH1435.adjusted by the NATIONAL GEODETIC SURVEY
 EH1435.in August 1993.
 EH1435
 EH1435.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1435.GEOID18 height accuracy estimate available here.
 EH1435
 EH1435.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU407161(NAD 83)
 EH1435
 EH1435                          SUPERSEDED SURVEY CONTROL
 EH1435
 EH1435  NAVD 88 (06/15/91)   65.034  (m)          213.37   (f) SUPERSEDED  1 2
 EH1435  NGVD 29 (11/26/84)   65.038  (m)          213.38   (f) ADJUSTED    1 2
 EH1435
 EH1435.Superseded values are not recommended for survey control.
 EH1435
 EH1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1435.See file dsdata.pdf to determine how the superseded data were derived.
 EH1435
 EH1435_MARKER: DB = BENCH MARK DISK
 EH1435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1435_STAMPING: M 116 1955
 EH1435_MARK LOGO: CGS
 EH1435_PROJECTION: FLUSH
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0067 ***********************************************************************
 EJ0067  DESIGNATION -  M 118
 EJ0067  PID         -  EJ0067
 EJ0067  STATE/COUNTY-  AR/PULASKI
 EJ0067  COUNTRY     -  US
 EJ0067  USGS QUAD   -  MCALMONT (2017)
 EJ0067
 EJ0067                         *CURRENT SURVEY CONTROL
 EJ0067  ______________________________________________________________________
 EJ0067* NAD 83(1986) POSITION- 34 45 22.     (N) 092 14 16.     (W)   SCALED
 EJ0067* NAVD 88 ORTHO HEIGHT -    79.256 (meters)      260.03  (feet) ADJUSTED
 EJ0067  ______________________________________________________________________
 EJ0067  GEOID HEIGHT    -        -26.669 (meters)                     GEOID18
 EJ0067  DYNAMIC HEIGHT  -         79.182 (meters)      259.78  (feet) COMP
 EJ0067  MODELED GRAVITY -    979,712.6   (mgal)                       NAVD 88
 EJ0067
 EJ0067  VERT ORDER      -  FIRST     CLASS II
 EJ0067
 EJ0067.The horizontal coordinates were scaled from a map and have
 EJ0067.an estimated accuracy of +/- 6 seconds.
 EJ0067
 EJ0067.The orthometric height was determined by differential leveling and
 EJ0067.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0067.in June 1991.
 EJ0067
 EJ0067.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0067.GEOID18 height accuracy estimate available here.
 EJ0067
 EJ0067.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU697462(NAD 83)
 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
 EJ0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0067.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0067
 EJ0067_MARKER: DB = BENCH MARK DISK
 EJ0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0067_STAMPING: M 118 1955
 EJ0067_MARK LOGO: CGS
 EJ0067_PROJECTION: PROJECTING 10 CENTIMETERS
 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             CGS
 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DL0602 ***********************************************************************
 DL0602  DESIGNATION -  M 119
 DL0602  PID         -  DL0602
 DL0602  STATE/COUNTY-  AR/COLUMBIA
 DL0602  COUNTRY     -  US
 DL0602  USGS QUAD   -  BUSSEY (2017)
 DL0602
 DL0602                         *CURRENT SURVEY CONTROL
 DL0602  ______________________________________________________________________
 DL0602* NAD 83(1986) POSITION- 33 08 04.     (N) 093 27 37.     (W)   SCALED
 DL0602* NAVD 88 ORTHO HEIGHT -    76.449 (meters)      250.82  (feet) ADJUSTED
 DL0602  ______________________________________________________________________
 DL0602  GEOID HEIGHT    -        -26.412 (meters)                     GEOID18
 DL0602  DYNAMIC HEIGHT  -         76.366 (meters)      250.54  (feet) COMP
 DL0602  MODELED GRAVITY -    979,554.9   (mgal)                       NAVD 88
 DL0602
 DL0602  VERT ORDER      -  SECOND    CLASS 0
 DL0602
 DL0602.The horizontal coordinates were scaled from a map and have
 DL0602.an estimated accuracy of +/- 6 seconds.
 DL0602
 DL0602.The orthometric height was determined by differential leveling and
 DL0602.adjusted by the NATIONAL GEODETIC SURVEY
 DL0602.in June 1991.
 DL0602
 DL0602.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0602.GEOID18 height accuracy estimate available here.
 DL0602
 DL0602.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS570662(NAD 83)
 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
 DL0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0602.See file dsdata.pdf to determine how the superseded data were derived.
 DL0602
 DL0602_MARKER: DB = BENCH MARK DISK
 DL0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0602_STAMPING: M 119 1934
 DL0602_MARK LOGO: CGS
 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   CGS
 DL0602
 DL0602                          STATION DESCRIPTION
 DL0602
 DL0602'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DK1374 ***********************************************************************
 DK1374  DESIGNATION -  M 12
 DK1374  PID         -  DK1374
 DK1374  STATE/COUNTY-  AR/ASHLEY
 DK1374  COUNTRY     -  US
 DK1374  USGS QUAD   -  CROSSETT NORTH (2017)
 DK1374
 DK1374                         *CURRENT SURVEY CONTROL
 DK1374  ______________________________________________________________________
 DK1374* NAD 83(1986) POSITION- 33 09 20.     (N) 091 54 55.     (W)   SCALED
 DK1374* NAVD 88 ORTHO HEIGHT -    49.335 (meters)      161.86  (feet) ADJUSTED
 DK1374  ______________________________________________________________________
 DK1374  GEOID HEIGHT    -        -25.892 (meters)                     GEOID18
 DK1374  DYNAMIC HEIGHT  -         49.283 (meters)      161.69  (feet) COMP
 DK1374  MODELED GRAVITY -    979,572.5   (mgal)                       NAVD 88
 DK1374
 DK1374  VERT ORDER      -  SECOND    CLASS 0
 DK1374
 DK1374.The horizontal coordinates were scaled from a map and have
 DK1374.an estimated accuracy of +/- 6 seconds.
 DK1374
 DK1374.The orthometric height was determined by differential leveling and
 DK1374.adjusted by the NATIONAL GEODETIC SURVEY
 DK1374.in June 1991.
 DK1374
 DK1374.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1374.GEOID18 height accuracy estimate available here.
 DK1374
 DK1374.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS011690(NAD 83)
 DK1374
 DK1374                          SUPERSEDED SURVEY CONTROL
 DK1374
 DK1374  NGVD 29 (11/26/84)   49.412  (m)          162.11   (f) ADJUSTED    2 0
 DK1374
 DK1374.Superseded values are not recommended for survey control.
 DK1374
 DK1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1374.See file dsdata.pdf to determine how the superseded data were derived.
 DK1374
 DK1374_MARKER: DB = BENCH MARK DISK
 DK1374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1374_STAMPING: 162.106 M 12 1932
 DK1374_MARK LOGO: CGS
 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 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 DEPARTMENT OF TRANSPORTATION 2005 (VJB)
 DK1374'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1347 ***********************************************************************
 EJ1347  DESIGNATION -  M 12 RESET
 EJ1347  PID         -  EJ1347
 EJ1347  STATE/COUNTY-  AR/PIKE
 EJ1347  COUNTRY     -  US
 EJ1347  USGS QUAD   -  LODI (2017)
 EJ1347
 EJ1347                         *CURRENT SURVEY CONTROL
 EJ1347  ______________________________________________________________________
 EJ1347* NAD 83(1986) POSITION- 34 15 00.     (N) 093 38 28.     (W)   SCALED
 EJ1347* NAVD 88 ORTHO HEIGHT -   204.54  (meters)      671.1   (feet) RESET
 EJ1347  ______________________________________________________________________
 EJ1347  GEOID HEIGHT    -        -27.658 (meters)                     GEOID18
 EJ1347  VERT ORDER      -  THIRD
 EJ1347
 EJ1347.The horizontal coordinates were scaled from a map and have
 EJ1347.an estimated accuracy of +/- 6 seconds.
 EJ1347
 EJ1347.The orthometric height was computed from unverified reset data.
 EJ1347
 EJ1347.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1347.GEOID18 height accuracy estimate available here.
 EJ1347
 EJ1347.Click photographs - Photos may exist for this station.
 EJ1347
 EJ1347;                    North         East    Units  Estimated Accuracy
 EJ1347;SPC AR S     -   576,820.      248,850.      MT  (+/- 180 meters Scaled)
 EJ1347
 EJ1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT409900(NAD 83)
 EJ1347
 EJ1347                          SUPERSEDED SURVEY CONTROL
 EJ1347
 EJ1347.No superseded survey control is available for this station.
 EJ1347
 EJ1347_MARKER: DB = BENCH MARK DISK
 EJ1347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1347_STAMPING: M 12 RESET 1962
 EJ1347_MARK LOGO: CGS
 EJ1347_PROJECTION: FLUSH
 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 = MARCH 20, 2026 22:17:28 EDT
 DL0653 ***********************************************************************
 DL0653  DESIGNATION -  M 120
 DL0653  PID         -  DL0653
 DL0653  STATE/COUNTY-  AR/COLUMBIA
 DL0653  COUNTRY     -  US
 DL0653  USGS QUAD   -  CALHOUN (2017)
 DL0653
 DL0653                         *CURRENT SURVEY CONTROL
 DL0653  ______________________________________________________________________
 DL0653* NAD 83(1986) POSITION- 33 11 02.97   (N) 093 13 30.58   (W)   HD_HELD1
 DL0653* NAVD 88 ORTHO HEIGHT -    94.336 (meters)      309.50  (feet) ADJUSTED
 DL0653  ______________________________________________________________________
 DL0653  GEOID HEIGHT    -        -26.356 (meters)                     GEOID18
 DL0653  DYNAMIC HEIGHT  -         94.234 (meters)      309.17  (feet) COMP
 DL0653  MODELED GRAVITY -    979,555.1   (mgal)                       NAVD 88
 DL0653
 DL0653  VERT ORDER      -  SECOND    CLASS 0
 DL0653
 DL0653.The horizontal coordinates were determined by differentially corrected
 DL0653.hand held GPS observations or other comparable positioning techniques
 DL0653.and have an estimated accuracy of +/- 3 meters.
 DL0653
 DL0653.The orthometric height was determined by differential leveling and
 DL0653.adjusted by the NATIONAL GEODETIC SURVEY
 DL0653.in June 1991.
 DL0653
 DL0653.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0653.GEOID18 height accuracy estimate available here.
 DL0653
 DL0653.Click photographs - Photos may exist for this station.
 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     -   458,081.3     285,742.8     MT  (+/- 3 meters HH1 GPS) 
 DL0653
 DL0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS7901071725(NAD 83)
 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
 DL0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0653.See file dsdata.pdf to determine how the superseded data were derived.
 DL0653
 DL0653_MARKER: DB = BENCH MARK DISK
 DL0653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0653_STAMPING: M 120 1960
 DL0653_MARK LOGO: CGS
 DL0653_PROJECTION: RECESSED 5 CENTIMETERS
 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             CGS
 DL0653  HISTORY     - 1963     GOOD             CGS
 DL0653
 DL0653                          STATION DESCRIPTION
 DL0653
 DL0653'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1963
 DL0653'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0266 ***********************************************************************
 DL0266  DESIGNATION -  M 121
 DL0266  PID         -  DL0266
 DL0266  STATE/COUNTY-  AR/UNION
 DL0266  COUNTRY     -  US
 DL0266  USGS QUAD   -  NEWELL (2017)
 DL0266
 DL0266                         *CURRENT SURVEY CONTROL
 DL0266  ______________________________________________________________________
 DL0266* NAD 83(1986) POSITION- 33 13 10.     (N) 092 51 52.     (W)   SCALED
 DL0266* NAVD 88 ORTHO HEIGHT -    91.065 (meters)      298.77  (feet) ADJUSTED
 DL0266  ______________________________________________________________________
 DL0266  GEOID HEIGHT    -        -26.298 (meters)                     GEOID18
 DL0266  DYNAMIC HEIGHT  -         90.967 (meters)      298.45  (feet) COMP
 DL0266  MODELED GRAVITY -    979,561.9   (mgal)                       NAVD 88
 DL0266
 DL0266  VERT ORDER      -  SECOND    CLASS 0
 DL0266
 DL0266.The horizontal coordinates were scaled from a map and have
 DL0266.an estimated accuracy of +/- 6 seconds.
 DL0266
 DL0266.The orthometric height was determined by differential leveling and
 DL0266.adjusted by the NATIONAL GEODETIC SURVEY
 DL0266.in June 1991.
 DL0266
 DL0266.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0266.GEOID18 height accuracy estimate available here.
 DL0266
 DL0266.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS126756(NAD 83)
 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
 DL0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0266.See file dsdata.pdf to determine how the superseded data were derived.
 DL0266
 DL0266_MARKER: DB = BENCH MARK DISK
 DL0266_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DL0266_STAMPING: M 121 1934
 DL0266_MARK LOGO: CGS
 DL0266_PROJECTION: PROJECTING 9 CENTIMETERS
 DL0266_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0266
 DL0266  HISTORY     - Date     Condition        Report By
 DL0266  HISTORY     - 1934     MONUMENTED       CGS
 DL0266  HISTORY     - 1955     GOOD             CGS
 DL0266  HISTORY     - 1964     MARK NOT FOUND   CGS
 DL0266  HISTORY     - 20110421 MARK NOT FOUND   ARHD
 DL0266
 DL0266                          STATION DESCRIPTION
 DL0266
 DL0266'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1964
 DL0266'MARK NOT FOUND.
 DL0266
 DL0266                          STATION RECOVERY (2011)
 DL0266
 DL0266'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (SES)
 DL0266'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0696 ***********************************************************************
 FG0696  DESIGNATION -  M 125
 FG0696  PID         -  FG0696
 FG0696  STATE/COUNTY-  AR/VAN BUREN
 FG0696  COUNTRY     -  US
 FG0696  USGS QUAD   -  REX (2017)
 FG0696
 FG0696                         *CURRENT SURVEY CONTROL
 FG0696  ______________________________________________________________________
 FG0696* NAD 83(1986) POSITION- 35 35 06.     (N) 092 37 45.     (W)   SCALED
 FG0696* NAVD 88 ORTHO HEIGHT -   362.618 (meters)     1189.69  (feet) ADJUSTED
 FG0696  ______________________________________________________________________
 FG0696  GEOID HEIGHT    -        -28.053 (meters)                     GEOID18
 FG0696  DYNAMIC HEIGHT  -        362.278 (meters)     1188.57  (feet) COMP
 FG0696  MODELED GRAVITY -    979,685.5   (mgal)                       NAVD 88
 FG0696
 FG0696  VERT ORDER      -  SECOND    CLASS 0
 FG0696
 FG0696.The horizontal coordinates were scaled from a map and have
 FG0696.an estimated accuracy of +/- 6 seconds.
 FG0696
 FG0696.The orthometric height was determined by differential leveling and
 FG0696.adjusted by the NATIONAL GEODETIC SURVEY
 FG0696.in June 1991.
 FG0696
 FG0696.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0696.GEOID18 height accuracy estimate available here.
 FG0696
 FG0696.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV335379(NAD 83)
 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
 FG0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0696.See file dsdata.pdf to determine how the superseded data were derived.
 FG0696
 FG0696_MARKER: DB = BENCH MARK DISK
 FG0696_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0696_STAMPING: M 125 1935
 FG0696_MARK LOGO: CGS
 FG0696_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0696
 FG0696  HISTORY     - Date     Condition        Report By
 FG0696  HISTORY     - 1935     MONUMENTED       CGS
 FG0696  HISTORY     - 1963     MARK NOT FOUND   CGS
 FG0696
 FG0696                          STATION DESCRIPTION
 FG0696
 FG0696'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG0948 ***********************************************************************
 FG0948  DESIGNATION -  M 126
 FG0948  PID         -  FG0948
 FG0948  STATE/COUNTY-  AR/POPE
 FG0948  COUNTRY     -  US
 FG0948  USGS QUAD   -  FORT DOUGLAS (2017)
 FG0948
 FG0948                         *CURRENT SURVEY CONTROL
 FG0948  ______________________________________________________________________
 FG0948* NAD 83(1986) POSITION- 35 38 08.37   (N) 093 09 32.01   (W)   HD_HELD1
 FG0948* NAVD 88 ORTHO HEIGHT -   520.973 (meters)     1709.23  (feet) ADJUSTED
 FG0948  ______________________________________________________________________
 FG0948  GEOID HEIGHT    -        -28.368 (meters)                     GEOID18
 FG0948  DYNAMIC HEIGHT  -        520.479 (meters)     1707.60  (feet) COMP
 FG0948  MODELED GRAVITY -    979,667.0   (mgal)                       NAVD 88
 FG0948
 FG0948  VERT ORDER      -  SECOND    CLASS 0
 FG0948
 FG0948.The horizontal coordinates were determined by differentially corrected
 FG0948.hand held GPS observations or other comparable positioning techniques
 FG0948.and have an estimated accuracy of +/- 3 meters.
 FG0948
 FG0948.The orthometric height was determined by differential leveling and
 FG0948.adjusted by the NATIONAL GEODETIC SURVEY
 FG0948.in June 1991.
 FG0948
 FG0948.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0948.GEOID18 height accuracy estimate available here.
 FG0948
 FG0948.Click photographs - Photos may exist for this station.
 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     -   145,099.7     295,040.7     MT  (+/- 3 meters HH1 GPS) 
 FG0948
 FG0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV8561343550(NAD 83)
 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
 FG0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0948.See file dsdata.pdf to determine how the superseded data were derived.
 FG0948
 FG0948_MARKER: DB = BENCH MARK DISK
 FG0948_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0948_STAMPING: M 126 1935
 FG0948_MARK LOGO: CGS
 FG0948_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1042 ***********************************************************************
 FG1042  DESIGNATION -  M 127
 FG1042  PID         -  FG1042
 FG1042  STATE/COUNTY-  AR/POPE
 FG1042  COUNTRY     -  US
 FG1042  USGS QUAD   -  LEE MOUNTAIN (2017)
 FG1042
 FG1042                         *CURRENT SURVEY CONTROL
 FG1042  ______________________________________________________________________
 FG1042* NAD 83(1986) POSITION- 35 27 14.     (N) 093 11 17.     (W)   SCALED
 FG1042* NAVD 88 ORTHO HEIGHT -   135.529 (meters)      444.65  (feet) ADJUSTED
 FG1042  ______________________________________________________________________
 FG1042  GEOID HEIGHT    -        -28.938 (meters)                     GEOID18
 FG1042  DYNAMIC HEIGHT  -        135.403 (meters)      444.23  (feet) COMP
 FG1042  MODELED GRAVITY -    979,702.7   (mgal)                       NAVD 88
 FG1042
 FG1042  VERT ORDER      -  SECOND    CLASS 0
 FG1042
 FG1042.The horizontal coordinates were scaled from a map and have
 FG1042.an estimated accuracy of +/- 6 seconds.
 FG1042
 FG1042.The orthometric height was determined by differential leveling and
 FG1042.adjusted by the NATIONAL GEODETIC SURVEY
 FG1042.in June 1991.
 FG1042
 FG1042.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1042.GEOID18 height accuracy estimate available here.
 FG1042
 FG1042.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV829233(NAD 83)
 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
 FG1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1042.See file dsdata.pdf to determine how the superseded data were derived.
 FG1042
 FG1042_MARKER: DB = BENCH MARK DISK
 FG1042_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG1042_STAMPING: M 127 1935
 FG1042_MARK LOGO: CGS
 FG1042_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0865 ***********************************************************************
 FG0865  DESIGNATION -  M 128
 FG0865  PID         -  FG0865
 FG0865  STATE/COUNTY-  AR/POPE
 FG0865  COUNTRY     -  US
 FG0865  USGS QUAD   -  FORT DOUGLAS (2017)
 FG0865
 FG0865                         *CURRENT SURVEY CONTROL
 FG0865  ______________________________________________________________________
 FG0865* NAD 83(1986) POSITION- 35 42 21.4    (N) 093 09 13.1    (W)   HD_HELD2
 FG0865* NAVD 88 ORTHO HEIGHT -   576.908 (meters)     1892.74  (feet) ADJUSTED
 FG0865  ______________________________________________________________________
 FG0865  GEOID HEIGHT    -        -28.192 (meters)                     GEOID18
 FG0865  DYNAMIC HEIGHT  -        576.352 (meters)     1890.91  (feet) COMP
 FG0865  MODELED GRAVITY -    979,650.0   (mgal)                       NAVD 88
 FG0865
 FG0865  VERT ORDER      -  SECOND    CLASS 0
 FG0865
 FG0865.The horizontal coordinates were established by autonomous hand held GPS
 FG0865.observations and have an estimated accuracy of +/- 10 meters.
 FG0865
 FG0865.The orthometric height was determined by differential leveling and
 FG0865.adjusted by the NATIONAL GEODETIC SURVEY
 FG0865.in June 1991.
 FG0865
 FG0865.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0865.GEOID18 height accuracy estimate available here.
 FG0865
 FG0865.Click photographs - Photos may exist for this station.
 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     -   152,892.      295,608.      MT  (+/- 10 meters HH2 GPS)
 FG0865
 FG0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV8610151345(NAD 83)
 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
 FG0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0865.See file dsdata.pdf to determine how the superseded data were derived.
 FG0865
 FG0865_MARKER: DB = BENCH MARK DISK
 FG0865_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0865_STAMPING: M 128 1935
 FG0865_MARK LOGO: CGS
 FG0865_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 DK1346 ***********************************************************************
 DK1346  DESIGNATION -  M 13
 DK1346  PID         -  DK1346
 DK1346  STATE/COUNTY-  AR/ASHLEY
 DK1346  COUNTRY     -  US
 DK1346  USGS QUAD   -  PORTLAND (2017)
 DK1346
 DK1346                         *CURRENT SURVEY CONTROL
 DK1346  ______________________________________________________________________
 DK1346* NAD 83(1986) POSITION- 33 09 08.     (N) 091 31 56.     (W)   SCALED
 DK1346* NAVD 88 ORTHO HEIGHT -    36.038 (meters)      118.23  (feet) ADJUSTED
 DK1346  ______________________________________________________________________
 DK1346  GEOID HEIGHT    -        -25.864 (meters)                     GEOID18
 DK1346  DYNAMIC HEIGHT  -         36.000 (meters)      118.11  (feet) COMP
 DK1346  MODELED GRAVITY -    979,582.7   (mgal)                       NAVD 88
 DK1346
 DK1346  VERT ORDER      -  FIRST     CLASS II
 DK1346
 DK1346.The horizontal coordinates were scaled from a map and have
 DK1346.an estimated accuracy of +/- 6 seconds.
 DK1346
 DK1346.The orthometric height was determined by differential leveling and
 DK1346.adjusted by the NATIONAL GEODETIC SURVEY
 DK1346.in June 1991.
 DK1346
 DK1346.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1346.GEOID18 height accuracy estimate available here.
 DK1346
 DK1346.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS368691(NAD 83)
 DK1346
 DK1346                          SUPERSEDED SURVEY CONTROL
 DK1346
 DK1346  NGVD 29 (11/26/84)   36.144  (m)          118.58   (f) ADJUSTED    1 2
 DK1346
 DK1346.Superseded values are not recommended for survey control.
 DK1346
 DK1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1346.See file dsdata.pdf to determine how the superseded data were derived.
 DK1346
 DK1346_MARKER: DB = BENCH MARK DISK
 DK1346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1346_STAMPING: M 13 1932
 DK1346_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1026 ***********************************************************************
 EH1026  DESIGNATION -  M 13 3
 EH1026  PID         -  EH1026
 EH1026  STATE/COUNTY-  AR/LEE
 EH1026  COUNTRY     -  US
 EH1026  USGS QUAD   -  HAYNES (2017)
 EH1026
 EH1026                         *CURRENT SURVEY CONTROL
 EH1026  ______________________________________________________________________
 EH1026* NAD 83(1986) POSITION- 34 53 28.25   (N) 090 47 33.95   (W)   HD_HELD1
 EH1026* NAVD 88 ORTHO HEIGHT -    67.723 (meters)      222.19  (feet) ADJUSTED
 EH1026  ______________________________________________________________________
 EH1026  GEOID HEIGHT    -        -26.830 (meters)                     GEOID18
 EH1026  DYNAMIC HEIGHT  -         67.661 (meters)      221.98  (feet) COMP
 EH1026  MODELED GRAVITY -    979,719.4   (mgal)                       NAVD 88
 EH1026
 EH1026  VERT ORDER      -  SECOND    CLASS 0
 EH1026
 EH1026.The horizontal coordinates were determined by differentially corrected
 EH1026.hand held GPS observations or other comparable positioning techniques
 EH1026.and have an estimated accuracy of +/- 3 meters.
 EH1026
 EH1026.The orthometric height was determined by differential leveling and
 EH1026.adjusted by the NATIONAL GEODETIC SURVEY
 EH1026.in June 1991.
 EH1026
 EH1026.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1026.GEOID18 height accuracy estimate available here.
 EH1026
 EH1026.Click photographs - Photos may exist for this station.
 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     -   647,388.0     510,352.8     MT  (+/- 3 meters HH1 GPS) 
 EH1026
 EH1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU0169763198(NAD 83)
 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
 EH1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1026.See file dsdata.pdf to determine how the superseded data were derived.
 EH1026
 EH1026_MARKER: P = PIPE CAP
 EH1026_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1026_STAMPING: M-13-3
 EH1026_MARK LOGO: USACE
 EH1026_MAGNETIC: P = MARKER IS A STEEL PIPE
 EH1026_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1026
 EH1026  HISTORY     - Date     Condition        Report By
 EH1026  HISTORY     - UNK      MONUMENTED       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1025 ***********************************************************************
 EH1025  DESIGNATION -  M 13 3 RM
 EH1025  PID         -  EH1025
 EH1025  STATE/COUNTY-  AR/LEE
 EH1025  COUNTRY     -  US
 EH1025  USGS QUAD   -  HAYNES (2017)
 EH1025
 EH1025                         *CURRENT SURVEY CONTROL
 EH1025  ______________________________________________________________________
 EH1025* NAD 83(1986) POSITION- 34 53 27.     (N) 090 47 33.     (W)   SCALED
 EH1025* NAVD 88 ORTHO HEIGHT -    67.72  (+/-2cm)      222.2   (feet) VERTCON3
 EH1025  ______________________________________________________________________
 EH1025  GEOID HEIGHT    -        -26.830 (meters)                     GEOID18
 EH1025  VERT ORDER      -  ? (See Below)
 EH1025
 EH1025.The horizontal coordinates were scaled from a 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
 EH1025.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1025.GEOID18 height accuracy estimate available here.
 EH1025
 EH1025.The vertical order pertains to the NGVD 29 superseded value.
 EH1025
 EH1025.Click photographs - Photos may exist for this station.
 EH1025
 EH1025;                    North         East    Units  Estimated Accuracy
 EH1025;SPC AR S     -   647,350.      510,380.      MT  (+/- 180 meters Scaled)
 EH1025
 EH1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU017631(NAD 83)
 EH1025
 EH1025                          SUPERSEDED SURVEY CONTROL
 EH1025
 EH1025  NGVD 29 (11/26/84)   67.718  (m)          222.17   (f) ADJUSTED       
 EH1025
 EH1025.Superseded values are not recommended for survey control.
 EH1025
 EH1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1025.See file dsdata.pdf to determine how the superseded data were derived.
 EH1025
 EH1025_MARKER: DR = REFERENCE MARK DISK
 EH1025_STAMPING: M-13-3
 EH1025_MARK LOGO: USACE
 EH1025_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1025
 EH1025  HISTORY     - Date     Condition        Report By
 EH1025  HISTORY     - UNK      MONUMENTED       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0153 ***********************************************************************
 GF0153  DESIGNATION -  M 130
 GF0153  PID         -  GF0153
 GF0153  STATE/COUNTY-  AR/BOONE
 GF0153  COUNTRY     -  US
 GF0153  USGS QUAD   -  EVERTON (2017)
 GF0153
 GF0153                         *CURRENT SURVEY CONTROL
 GF0153  ______________________________________________________________________
 GF0153* NAD 83(1986) POSITION- 36 08 04.     (N) 092 57 09.     (W)   SCALED
 GF0153* NAVD 88 ORTHO HEIGHT -   317.450 (meters)     1041.50  (feet) ADJUSTED
 GF0153  ______________________________________________________________________
 GF0153  GEOID HEIGHT    -        -28.332 (meters)                     GEOID18
 GF0153  DYNAMIC HEIGHT  -        317.166 (meters)     1040.57  (feet) COMP
 GF0153  MODELED GRAVITY -    979,727.2   (mgal)                       NAVD 88
 GF0153
 GF0153  VERT ORDER      -  SECOND    CLASS 0
 GF0153
 GF0153.The horizontal coordinates were scaled from a map and have
 GF0153.an estimated accuracy of +/- 6 seconds.
 GF0153
 GF0153.The orthometric height was determined by differential leveling and
 GF0153.adjusted by the NATIONAL GEODETIC SURVEY
 GF0153.in June 1991.
 GF0153
 GF0153.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0153.GEOID18 height accuracy estimate available here.
 GF0153
 GF0153.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV042988(NAD 83)
 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
 GF0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0153.See file dsdata.pdf to determine how the superseded data were derived.
 GF0153
 GF0153_MARKER: DB = BENCH MARK DISK
 GF0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0153_STAMPING: M 130 1935
 GF0153_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1431 ***********************************************************************
 EJ1431  DESIGNATION -  M 131
 EJ1431  PID         -  EJ1431
 EJ1431  STATE/COUNTY-  AR/MONTGOMERY
 EJ1431  COUNTRY     -  US
 EJ1431  USGS QUAD   -  POLK CREEK MOUNTAIN (2017)
 EJ1431
 EJ1431                         *CURRENT SURVEY CONTROL
 EJ1431  ______________________________________________________________________
 EJ1431* NAD 83(1986) POSITION- 34 27 58.     (N) 093 52 19.     (W)   SCALED
 EJ1431* NAVD 88 ORTHO HEIGHT -   323.910 (meters)     1062.69  (feet) ADJUSTED
 EJ1431  ______________________________________________________________________
 EJ1431  GEOID HEIGHT    -        -28.580 (meters)                     GEOID18
 EJ1431  DYNAMIC HEIGHT  -        323.573 (meters)     1061.59  (feet) COMP
 EJ1431  MODELED GRAVITY -    979,584.2   (mgal)                       NAVD 88
 EJ1431
 EJ1431  VERT ORDER      -  SECOND    CLASS 0
 EJ1431
 EJ1431.The horizontal coordinates were scaled from a map and have
 EJ1431.an estimated accuracy of +/- 6 seconds.
 EJ1431
 EJ1431.The orthometric height was determined by differential leveling and
 EJ1431.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1431.in June 1991.
 EJ1431
 EJ1431.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1431.GEOID18 height accuracy estimate available here.
 EJ1431
 EJ1431.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU199141(NAD 83)
 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
 EJ1431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1431.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1431
 EJ1431_MARKER: DB = BENCH MARK DISK
 EJ1431_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ1431_STAMPING: M 131 1935
 EJ1431_MARK LOGO: CGS
 EJ1431_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1431
 EJ1431  HISTORY     - Date     Condition        Report By
 EJ1431  HISTORY     - 1935     MONUMENTED       CGS
 EJ1431  HISTORY     - 1961     GOOD             CGS
 EJ1431
 EJ1431                          STATION DESCRIPTION
 EJ1431
 EJ1431'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EK0072 ***********************************************************************
 EK0072  DESIGNATION -  M 132
 EK0072  PID         -  EK0072
 EK0072  STATE/COUNTY-  AR/POLK
 EK0072  COUNTRY     -  US
 EK0072  USGS QUAD   -  MENA (2017)
 EK0072
 EK0072                         *CURRENT SURVEY CONTROL
 EK0072  ______________________________________________________________________
 EK0072* NAD 83(1986) POSITION- 34 32 09.     (N) 094 14 07.     (W)   SCALED
 EK0072* NAVD 88 ORTHO HEIGHT -   356.122 (meters)     1168.38  (feet) ADJUSTED
 EK0072  ______________________________________________________________________
 EK0072  GEOID HEIGHT    -        -29.916 (meters)                     GEOID18
 EK0072  DYNAMIC HEIGHT  -        355.737 (meters)     1167.11  (feet) COMP
 EK0072  MODELED GRAVITY -    979,544.5   (mgal)                       NAVD 88
 EK0072
 EK0072  VERT ORDER      -  SECOND    CLASS 0
 EK0072
 EK0072.The horizontal coordinates were scaled from a map and have
 EK0072.an estimated accuracy of +/- 6 seconds.
 EK0072
 EK0072.The orthometric height was determined by differential leveling and
 EK0072.adjusted by the NATIONAL GEODETIC SURVEY
 EK0072.in June 1991.
 EK0072
 EK0072.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0072.GEOID18 height accuracy estimate available here.
 EK0072
 EK0072.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU866222(NAD 83)
 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
 EK0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0072.See file dsdata.pdf to determine how the superseded data were derived.
 EK0072
 EK0072_MARKER: DB = BENCH MARK DISK
 EK0072_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EK0072_STAMPING: M 132 1935
 EK0072_MARK LOGO: CGS
 EK0072_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0072
 EK0072  HISTORY     - Date     Condition        Report By
 EK0072  HISTORY     - 1935     MONUMENTED       CGS
 EK0072  HISTORY     - 1961     MARK NOT FOUND   CGS
 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 COAST AND GEODETIC SURVEY 1961
 EK0072'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1523 ***********************************************************************
 EJ1523  DESIGNATION -  M 133
 EJ1523  PID         -  EJ1523
 EJ1523  STATE/COUNTY-  AR/MONTGOMERY
 EJ1523  COUNTRY     -  US
 EJ1523  USGS QUAD   -  PINE RIDGE (2017)
 EJ1523
 EJ1523                         *CURRENT SURVEY CONTROL
 EJ1523  ______________________________________________________________________
 EJ1523* NAD 83(1986) POSITION- 34 31 41.     (N) 093 55 37.     (W)   SCALED
 EJ1523* NAVD 88 ORTHO HEIGHT -   272.393 (meters)      893.68  (feet) ADJUSTED
 EJ1523  ______________________________________________________________________
 EJ1523  GEOID HEIGHT    -        -29.056 (meters)                     GEOID18
 EJ1523  DYNAMIC HEIGHT  -        272.109 (meters)      892.74  (feet) COMP
 EJ1523  MODELED GRAVITY -    979,585.4   (mgal)                       NAVD 88
 EJ1523
 EJ1523  VERT ORDER      -  SECOND    CLASS 0
 EJ1523
 EJ1523.The horizontal coordinates were scaled from a map and have
 EJ1523.an estimated accuracy of +/- 6 seconds.
 EJ1523
 EJ1523.The orthometric height was determined by differential leveling and
 EJ1523.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1523.in June 1991.
 EJ1523
 EJ1523.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1523.GEOID18 height accuracy estimate available here.
 EJ1523
 EJ1523.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU149210(NAD 83)
 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
 EJ1523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1523.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1523
 EJ1523_MARKER: DB = BENCH MARK DISK
 EJ1523_SETTING: 66 = SET IN ROCK OUTCROP
 EJ1523_STAMPING: M 133 1935
 EJ1523_MARK LOGO: CGS
 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   CGS
 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 COAST AND GEODETIC SURVEY 1961
 EJ1523'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EK0658 ***********************************************************************
 EK0658  DESIGNATION -  M 135
 EK0658  PID         -  EK0658
 EK0658  STATE/COUNTY-  AR/POLK
 EK0658  COUNTRY     -  US
 EK0658  USGS QUAD   -  BOARD CAMP (2017)
 EK0658
 EK0658                         *CURRENT SURVEY CONTROL
 EK0658  ______________________________________________________________________
 EK0658* NAD 83(1986) POSITION- 34 34 26.     (N) 094 00 11.     (W)   SCALED
 EK0658* NAVD 88 ORTHO HEIGHT -   257.417 (meters)      844.54  (feet) ADJUSTED
 EK0658  ______________________________________________________________________
 EK0658  GEOID HEIGHT    -        -29.489 (meters)                     GEOID18
 EK0658  DYNAMIC HEIGHT  -        257.147 (meters)      843.66  (feet) COMP
 EK0658  MODELED GRAVITY -    979,580.8   (mgal)                       NAVD 88
 EK0658
 EK0658  VERT ORDER      -  SECOND    CLASS 0
 EK0658
 EK0658.The horizontal coordinates were scaled from a map and have
 EK0658.an estimated accuracy of +/- 6 seconds.
 EK0658
 EK0658.The orthometric height was determined by differential leveling and
 EK0658.adjusted by the NATIONAL GEODETIC SURVEY
 EK0658.in June 1991.
 EK0658
 EK0658.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0658.GEOID18 height accuracy estimate available here.
 EK0658
 EK0658.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU079262(NAD 83)
 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
 EK0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0658.See file dsdata.pdf to determine how the superseded data were derived.
 EK0658
 EK0658_MARKER: DB = BENCH MARK DISK
 EK0658_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EK0658_STAMPING: M 135 1935
 EK0658_MARK LOGO: CGS
 EK0658_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0658
 EK0658  HISTORY     - Date     Condition        Report By
 EK0658  HISTORY     - 1935     MONUMENTED       CGS
 EK0658  HISTORY     - 1961     GOOD             CGS
 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 COAST AND GEODETIC SURVEY 1961
 EK0658'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1168 ***********************************************************************
 EJ1168  DESIGNATION -  M 136
 EJ1168  PID         -  EJ1168
 EJ1168  STATE/COUNTY-  AR/CLARK
 EJ1168  COUNTRY     -  US
 EJ1168  USGS QUAD   -  CHALYBEATE MOUNTAIN EAST (2017)
 EJ1168
 EJ1168                         *CURRENT SURVEY CONTROL
 EJ1168  ______________________________________________________________________
 EJ1168* NAD 83(1986) POSITION- 34 13 00.     (N) 093 21 03.     (W)   SCALED
 EJ1168* NAVD 88 ORTHO HEIGHT -   171.394 (meters)      562.32  (feet) ADJUSTED
 EJ1168  ______________________________________________________________________
 EJ1168  GEOID HEIGHT    -        -27.256 (meters)                     GEOID18
 EJ1168  DYNAMIC HEIGHT  -        171.219 (meters)      561.74  (feet) COMP
 EJ1168  MODELED GRAVITY -    979,614.7   (mgal)                       NAVD 88
 EJ1168
 EJ1168  VERT ORDER      -  SECOND    CLASS 0
 EJ1168
 EJ1168.The horizontal coordinates were scaled from a map and have
 EJ1168.an estimated accuracy of +/- 6 seconds.
 EJ1168
 EJ1168.The orthometric height was determined by differential leveling and
 EJ1168.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1168.in June 1991.
 EJ1168
 EJ1168.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1168.GEOID18 height accuracy estimate available here.
 EJ1168
 EJ1168.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT676862(NAD 83)
 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
 EJ1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1168.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1168
 EJ1168_MARKER: DB = BENCH MARK DISK
 EJ1168_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 EJ1168_SP_SET: BOX CULVERT HEADWALL
 EJ1168_STAMPING: M 136 1935
 EJ1168_MARK LOGO: CGS
 EJ1168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1168+STABILITY: SURFACE MOTION
 EJ1168
 EJ1168  HISTORY     - Date     Condition        Report By
 EJ1168  HISTORY     - 1935     MONUMENTED       CGS
 EJ1168  HISTORY     - 1964     GOOD             CGS
 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 COAST AND GEODETIC SURVEY 1964
 EJ1168'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1193 ***********************************************************************
 EJ1193  DESIGNATION -  M 137
 EJ1193  PID         -  EJ1193
 EJ1193  STATE/COUNTY-  AR/HOT SPRING
 EJ1193  COUNTRY     -  US
 EJ1193  USGS QUAD   -  PEARCY (2017)
 EJ1193
 EJ1193                         *CURRENT SURVEY CONTROL
 EJ1193  ______________________________________________________________________
 EJ1193* NAD 83(1986) POSITION- 34 23 23.     (N) 093 16 40.     (W)   SCALED
 EJ1193* NAVD 88 ORTHO HEIGHT -   181.674 (meters)      596.04  (feet) ADJUSTED
 EJ1193  ______________________________________________________________________
 EJ1193  GEOID HEIGHT    -        -27.474 (meters)                     GEOID18
 EJ1193  DYNAMIC HEIGHT  -        181.492 (meters)      595.45  (feet) COMP
 EJ1193  MODELED GRAVITY -    979,630.5   (mgal)                       NAVD 88
 EJ1193
 EJ1193  VERT ORDER      -  SECOND    CLASS 0
 EJ1193
 EJ1193.The horizontal coordinates were scaled from a map and have
 EJ1193.an estimated accuracy of +/- 6 seconds.
 EJ1193
 EJ1193.The orthometric height was determined by differential leveling and
 EJ1193.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1193.in June 1991.
 EJ1193
 EJ1193.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1193.GEOID18 height accuracy estimate available here.
 EJ1193
 EJ1193.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU744054(NAD 83)
 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
 EJ1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1193.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1193
 EJ1193_MARKER: DB = BENCH MARK DISK
 EJ1193_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ1193_STAMPING: M 137 1935
 EJ1193_MARK LOGO: CGS
 EJ1193_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1193
 EJ1193  HISTORY     - Date     Condition        Report By
 EJ1193  HISTORY     - 1935     MONUMENTED       CGS
 EJ1193  HISTORY     - 20160309 MARK NOT FOUND   ARHD
 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.
 EJ1193
 EJ1193                          STATION RECOVERY (2016)
 EJ1193
 EJ1193'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (VJB)
 EJ1193'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1201 ***********************************************************************
 EJ1201  DESIGNATION -  M 138
 EJ1201  PID         -  EJ1201
 EJ1201  STATE/COUNTY-  AR/CLARK
 EJ1201  COUNTRY     -  US
 EJ1201  USGS QUAD   -  CHALYBEATE MOUNTAIN EAST (2017)
 EJ1201
 EJ1201                         *CURRENT SURVEY CONTROL
 EJ1201  ______________________________________________________________________
 EJ1201* NAD 83(1986) POSITION- 34 14 57.04   (N) 093 16 05.62   (W)   HD_HELD1
 EJ1201* NAVD 88 ORTHO HEIGHT -   168.178 (meters)      551.76  (feet) ADJUSTED
 EJ1201  ______________________________________________________________________
 EJ1201  GEOID HEIGHT    -        -27.209 (meters)                     GEOID18
 EJ1201  DYNAMIC HEIGHT  -        168.009 (meters)      551.21  (feet) COMP
 EJ1201  MODELED GRAVITY -    979,626.2   (mgal)                       NAVD 88
 EJ1201
 EJ1201  VERT ORDER      -  SECOND    CLASS 0
 EJ1201
 EJ1201.The horizontal coordinates were determined by differentially corrected
 EJ1201.hand held GPS observations or other comparable positioning techniques
 EJ1201.and have an estimated accuracy of +/- 3 meters.
 EJ1201
 EJ1201.The orthometric height was determined by differential leveling and
 EJ1201.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1201.in June 1991.
 EJ1201
 EJ1201.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1201.GEOID18 height accuracy estimate available here.
 EJ1201
 EJ1201.Click photographs - Photos may exist for this station.
 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     -   576,244.1     283,190.0     MT  (+/- 3 meters HH1 GPS) 
 EJ1201
 EJ1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT7530289817(NAD 83)
 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
 EJ1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1201.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1201
 EJ1201_MARKER: DB = BENCH MARK DISK
 EJ1201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1201_STAMPING: M 138 1935
 EJ1201_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0737 ***********************************************************************
 EJ0737  DESIGNATION -  M 139
 EJ0737  PID         -  EJ0737
 EJ0737  STATE/COUNTY-  AR/HOT SPRING
 EJ0737  COUNTRY     -  US
 EJ0737  USGS QUAD   -  SOCIAL HILL (2017)
 EJ0737
 EJ0737                         *CURRENT SURVEY CONTROL
 EJ0737  ______________________________________________________________________
 EJ0737* NAD 83(1986) POSITION- 34 21 25.     (N) 092 57 48.     (W)   SCALED
 EJ0737* NAVD 88 ORTHO HEIGHT -   106.981 (meters)      350.99  (feet) ADJUSTED
 EJ0737  ______________________________________________________________________
 EJ0737  GEOID HEIGHT    -        -26.745 (meters)                     GEOID18
 EJ0737  DYNAMIC HEIGHT  -        106.877 (meters)      350.65  (feet) COMP
 EJ0737  MODELED GRAVITY -    979,657.5   (mgal)                       NAVD 88
 EJ0737
 EJ0737  VERT ORDER      -  SECOND    CLASS 0
 EJ0737
 EJ0737.The horizontal coordinates were scaled from a map and have
 EJ0737.an estimated accuracy of +/- 6 seconds.
 EJ0737
 EJ0737.The orthometric height was determined by differential leveling and
 EJ0737.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0737.in June 1991.
 EJ0737
 EJ0737.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0737.GEOID18 height accuracy estimate available here.
 EJ0737
 EJ0737.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU033017(NAD 83)
 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
 EJ0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0737.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0737
 EJ0737_MARKER: DB = BENCH MARK DISK
 EJ0737_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0737_STAMPING: M 139 1935
 EJ0737_MARK LOGO: CGS
 EJ0737_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1436 ***********************************************************************
 EJ1436  DESIGNATION -  M 14
 EJ1436  PID         -  EJ1436
 EJ1436  STATE/COUNTY-  AR/MONTGOMERY
 EJ1436  COUNTRY     -  US
 EJ1436  USGS QUAD   -  BIG FORK (2017)
 EJ1436
 EJ1436                         *CURRENT SURVEY CONTROL
 EJ1436  ______________________________________________________________________
 EJ1436* NAD 83(1986) POSITION- 34 25 24.88   (N) 093 54 30.54   (W)   HD_HELD1
 EJ1436* NAVD 88 ORTHO HEIGHT -   364.462 (meters)     1195.74  (feet) ADJUSTED
 EJ1436  ______________________________________________________________________
 EJ1436  GEOID HEIGHT    -        -28.414 (meters)                     GEOID18
 EJ1436  DYNAMIC HEIGHT  -        364.081 (meters)     1194.49  (feet) COMP
 EJ1436  MODELED GRAVITY -    979,579.7   (mgal)                       NAVD 88
 EJ1436
 EJ1436  VERT ORDER      -  SECOND    CLASS 0
 EJ1436
 EJ1436.The horizontal coordinates were determined by differentially corrected
 EJ1436.hand held GPS observations or other comparable positioning techniques
 EJ1436.and have an estimated accuracy of +/- 3 meters.
 EJ1436
 EJ1436.The orthometric height was determined by differential leveling and
 EJ1436.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1436.in June 1991.
 EJ1436
 EJ1436.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1436.GEOID18 height accuracy estimate available here.
 EJ1436
 EJ1436.Click photographs - Photos may exist for this station.
 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     -   596,500.3     224,585.6     MT  (+/- 3 meters HH1 GPS) 
 EJ1436
 EJ1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU1652009497(NAD 83)
 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
 EJ1436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1436.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1436
 EJ1436_MARKER: DD = SURVEY DISK
 EJ1436_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ1436_STAMPING: M 14 1934
 EJ1436_MARK LOGO: CGS+SS
 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             CGS
 EJ1436  HISTORY     - 1971     GOOD             USFS
 EJ1436  HISTORY     - 20040701 GOOD             ARHD
 EJ1436
 EJ1436                          STATION DESCRIPTION
 EJ1436
 EJ1436'DESCRIBED BY COAST AND 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 DEPARTMENT OF TRANSPORTATION 2004 (VJB)
 EJ1436'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1605 ***********************************************************************
 EH1605  DESIGNATION -  M 14
 EH1605  PID         -  EH1605
 EH1605  STATE/COUNTY-  AR/JEFFERSON
 EH1605  COUNTRY     -  US
 EH1605  USGS QUAD   -  CADES (2017)
 EH1605
 EH1605                         *CURRENT SURVEY CONTROL
 EH1605  ______________________________________________________________________
 EH1605* NAD 83(1986) POSITION- 34 06 26.     (N) 091 34 07.     (W)   SCALED
 EH1605* NAVD 88 ORTHO HEIGHT -    55.692 (meters)      182.72  (feet) ADJUSTED
 EH1605  ______________________________________________________________________
 EH1605  GEOID HEIGHT    -        -26.053 (meters)                     GEOID18
 EH1605  DYNAMIC HEIGHT  -         55.637 (meters)      182.54  (feet) COMP
 EH1605  MODELED GRAVITY -    979,655.6   (mgal)                       NAVD 88
 EH1605
 EH1605  VERT ORDER      -  SECOND    CLASS 0
 EH1605
 EH1605.The horizontal coordinates were scaled from a map and have
 EH1605.an estimated accuracy of +/- 6 seconds.
 EH1605
 EH1605.The orthometric height was determined by differential leveling and
 EH1605.adjusted by the NATIONAL GEODETIC SURVEY
 EH1605.in August 1993.
 EH1605
 EH1605.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1605.GEOID18 height accuracy estimate available here.
 EH1605
 EH1605.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT320749(NAD 83)
 EH1605
 EH1605                          SUPERSEDED SURVEY CONTROL
 EH1605
 EH1605  NAVD 88 (06/15/91)   55.738  (m)          182.87   (f) SUPERSEDED  2 0
 EH1605  NGVD 29 (11/26/84)   55.739  (m)          182.87   (f) ADJUSTED    2 0
 EH1605
 EH1605.Superseded values are not recommended for survey control.
 EH1605
 EH1605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1605.See file dsdata.pdf to determine how the superseded data were derived.
 EH1605
 EH1605_MARKER: DB = BENCH MARK DISK
 EH1605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1605_STAMPING: M 14 1932 182.870
 EH1605_MARK LOGO: CGS
 EH1605_PROJECTION: PROJECTING 8 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH0824 ***********************************************************************
 EH0824  DESIGNATION -  M 14 12
 EH0824  PID         -  EH0824
 EH0824  STATE/COUNTY-  AR/PHILLIPS
 EH0824  COUNTRY     -  US
 EH0824  USGS QUAD   -  LEXA (2017)
 EH0824
 EH0824                         *CURRENT SURVEY CONTROL
 EH0824  ______________________________________________________________________
 EH0824* NAD 83(1986) POSITION- 34 32 52.     (N) 090 51 11.     (W)   SCALED
 EH0824* NAVD 88 ORTHO HEIGHT -    58.618 (meters)      192.32  (feet) ADJUSTED
 EH0824  ______________________________________________________________________
 EH0824  GEOID HEIGHT    -        -26.961 (meters)                     GEOID18
 EH0824  DYNAMIC HEIGHT  -         58.561 (meters)      192.13  (feet) COMP
 EH0824  MODELED GRAVITY -    979,671.4   (mgal)                       NAVD 88
 EH0824
 EH0824  VERT ORDER      -  FIRST     CLASS II
 EH0824
 EH0824.The horizontal coordinates were scaled from a map and have
 EH0824.an estimated accuracy of +/- 6 seconds.
 EH0824
 EH0824.The orthometric height was determined by differential leveling and
 EH0824.adjusted by the NATIONAL GEODETIC SURVEY
 EH0824.in June 1991.
 EH0824
 EH0824.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0824.GEOID18 height accuracy estimate available here.
 EH0824
 EH0824.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU970249(NAD 83)
 EH0824
 EH0824                          SUPERSEDED SURVEY CONTROL
 EH0824
 EH0824  NGVD 29 (11/26/84)   58.653  (m)          192.43   (f) ADJUSTED    1 2
 EH0824
 EH0824.Superseded values are not recommended for survey control.
 EH0824
 EH0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0824.See file dsdata.pdf to determine how the superseded data were derived.
 EH0824
 EH0824_MARKER: DD = SURVEY DISK
 EH0824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0824_STAMPING: BM M-14-12
 EH0824_MARK LOGO: USACE
 EH0824_PROJECTION: PROJECTING 8 CENTIMETERS
 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       USACE
 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'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 = MARCH 20, 2026 22:17:28 EDT
 EH0820 ***********************************************************************
 EH0820  DESIGNATION -  M 14 15
 EH0820  PID         -  EH0820
 EH0820  STATE/COUNTY-  AR/PHILLIPS
 EH0820  COUNTRY     -  US
 EH0820  USGS QUAD   -  MARVELL (2017)
 EH0820
 EH0820                         *CURRENT SURVEY CONTROL
 EH0820  ______________________________________________________________________
 EH0820* NAD 83(1986) POSITION- 34 33 18.     (N) 090 54 43.     (W)   SCALED
 EH0820* NAVD 88 ORTHO HEIGHT -    63.637 (meters)      208.78  (feet) ADJUSTED
 EH0820  ______________________________________________________________________
 EH0820  GEOID HEIGHT    -        -26.915 (meters)                     GEOID18
 EH0820  DYNAMIC HEIGHT  -         63.576 (meters)      208.58  (feet) COMP
 EH0820  MODELED GRAVITY -    979,674.6   (mgal)                       NAVD 88
 EH0820
 EH0820  VERT ORDER      -  FIRST     CLASS II
 EH0820
 EH0820.The horizontal coordinates were scaled from a map and have
 EH0820.an estimated accuracy of +/- 6 seconds.
 EH0820
 EH0820.The orthometric height was determined by differential leveling and
 EH0820.adjusted by the NATIONAL GEODETIC SURVEY
 EH0820.in June 1991.
 EH0820
 EH0820.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0820.GEOID18 height accuracy estimate available here.
 EH0820
 EH0820.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU915256(NAD 83)
 EH0820
 EH0820                          SUPERSEDED SURVEY CONTROL
 EH0820
 EH0820  NGVD 29 (11/26/84)   63.671  (m)          208.89   (f) ADJUSTED    1 2
 EH0820
 EH0820.Superseded values are not recommended for survey control.
 EH0820
 EH0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0820.See file dsdata.pdf to determine how the superseded data were derived.
 EH0820
 EH0820_MARKER: DD = SURVEY DISK
 EH0820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0820_STAMPING: M-14-15 B.M.
 EH0820_MARK LOGO: USACE
 EH0820_PROJECTION: RECESSED 3 CENTIMETERS
 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       USACE
 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'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 = MARCH 20, 2026 22:17:28 EDT
 EH0869 ***********************************************************************
 EH0869  DESIGNATION -  M 14 51 4
 EH0869  PID         -  EH0869
 EH0869  STATE/COUNTY-  AR/LEE
 EH0869  COUNTRY     -  US
 EH0869  USGS QUAD   -  RONDO (2017)
 EH0869
 EH0869                         *CURRENT SURVEY CONTROL
 EH0869  ______________________________________________________________________
 EH0869* NAD 83(1986) POSITION- 34 39 28.     (N) 090 52 22.     (W)   SCALED
 EH0869* NAVD 88 ORTHO HEIGHT -    58.898 (meters)      193.23  (feet) ADJUSTED
 EH0869  ______________________________________________________________________
 EH0869  GEOID HEIGHT    -        -26.849 (meters)                     GEOID18
 EH0869  DYNAMIC HEIGHT  -         58.843 (meters)      193.05  (feet) COMP
 EH0869  MODELED GRAVITY -    979,692.9   (mgal)                       NAVD 88
 EH0869
 EH0869  VERT ORDER      -  FIRST     CLASS II
 EH0869
 EH0869.The horizontal coordinates were scaled from a map and have
 EH0869.an estimated accuracy of +/- 6 seconds.
 EH0869
 EH0869.The orthometric height was determined by differential leveling and
 EH0869.adjusted by the NATIONAL GEODETIC SURVEY
 EH0869.in June 1991.
 EH0869
 EH0869.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0869.GEOID18 height accuracy estimate available here.
 EH0869
 EH0869.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU949371(NAD 83)
 EH0869
 EH0869                          SUPERSEDED SURVEY CONTROL
 EH0869
 EH0869  NGVD 29 (11/26/84)   58.912  (m)          193.28   (f) ADJUSTED    1 2
 EH0869
 EH0869.Superseded values are not recommended for survey control.
 EH0869
 EH0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0869.See file dsdata.pdf to determine how the superseded data were derived.
 EH0869
 EH0869_MARKER: DD = SURVEY DISK
 EH0869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0869_STAMPING: M-14-51-4 1951
 EH0869_MARK LOGO: USACE
 EH0869_PROJECTION: PROJECTING 15 CENTIMETERS
 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       USACE
 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'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 = MARCH 20, 2026 22:17:28 EDT
 EH0818 ***********************************************************************
 EH0818  DESIGNATION -  M 14 6 RM
 EH0818  PID         -  EH0818
 EH0818  STATE/COUNTY-  AR/PHILLIPS
 EH0818  COUNTRY     -  US
 EH0818  USGS QUAD   -  MARVELL (2017)
 EH0818
 EH0818                         *CURRENT SURVEY CONTROL
 EH0818  ______________________________________________________________________
 EH0818* NAD 83(1986) POSITION- 34 33 26.     (N) 090 55 36.     (W)   SCALED
 EH0818* NAVD 88 ORTHO HEIGHT -    58.663 (meters)      192.46  (feet) ADJUSTED
 EH0818  ______________________________________________________________________
 EH0818  GEOID HEIGHT    -        -26.902 (meters)                     GEOID18
 EH0818  DYNAMIC HEIGHT  -         58.607 (meters)      192.28  (feet) COMP
 EH0818  MODELED GRAVITY -    979,675.6   (mgal)                       NAVD 88
 EH0818
 EH0818  VERT ORDER      -  FIRST     CLASS II
 EH0818
 EH0818.The horizontal coordinates were scaled from a map and have
 EH0818.an estimated accuracy of +/- 6 seconds.
 EH0818
 EH0818.The orthometric height was determined by differential leveling and
 EH0818.adjusted by the NATIONAL GEODETIC SURVEY
 EH0818.in June 1991.
 EH0818
 EH0818.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0818.GEOID18 height accuracy estimate available here.
 EH0818
 EH0818.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU902258(NAD 83)
 EH0818
 EH0818                          SUPERSEDED SURVEY CONTROL
 EH0818
 EH0818  NGVD 29 (11/26/84)   58.697  (m)          192.58   (f) ADJUSTED    1 2
 EH0818
 EH0818.Superseded values are not recommended for survey control.
 EH0818
 EH0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0818.See file dsdata.pdf to determine how the superseded data were derived.
 EH0818
 EH0818_MARKER: DD = SURVEY DISK
 EH0818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0818_STAMPING: REF. MAR. M.14-6 1951
 EH0818_MARK LOGO: USACE
 EH0818_PROJECTION: PROJECTING 5 CENTIMETERS
 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       USACE
 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'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 = MARCH 20, 2026 22:17:28 EDT
 EJ0722 ***********************************************************************
 EJ0722  DESIGNATION -  M 140
 EJ0722  PID         -  EJ0722
 EJ0722  STATE/COUNTY-  AR/HOT SPRING
 EJ0722  COUNTRY     -  US
 EJ0722  USGS QUAD   -  MALVERN NORTH (2017)
 EJ0722
 EJ0722                         *CURRENT SURVEY CONTROL
 EJ0722  ______________________________________________________________________
 EJ0722* NAD 83(1986) POSITION- 34 25 38.     (N) 092 48 49.     (W)   SCALED
 EJ0722* NAVD 88 ORTHO HEIGHT -   119.427 (meters)      391.82  (feet) ADJUSTED
 EJ0722  ______________________________________________________________________
 EJ0722  GEOID HEIGHT    -        -26.475 (meters)                     GEOID18
 EJ0722  DYNAMIC HEIGHT  -        119.313 (meters)      391.45  (feet) COMP
 EJ0722  MODELED GRAVITY -    979,679.3   (mgal)                       NAVD 88
 EJ0722
 EJ0722  VERT ORDER      -  SECOND    CLASS 0
 EJ0722
 EJ0722.The horizontal coordinates were scaled from a map and have
 EJ0722.an estimated accuracy of +/- 6 seconds.
 EJ0722
 EJ0722.The orthometric height was determined by differential leveling and
 EJ0722.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0722.in June 1991.
 EJ0722
 EJ0722.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0722.GEOID18 height accuracy estimate available here.
 EJ0722
 EJ0722.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU171095(NAD 83)
 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
 EJ0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0722.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0722
 EJ0722_MARKER: DB = BENCH MARK DISK
 EJ0722_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0722_STAMPING: M 140 1935
 EJ0722_MARK LOGO: CGS
 EJ0722_PROJECTION: RECESSED 30 CENTIMETERS
 EJ0722_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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  HISTORY     - 20090129 GOOD             JCLS
 EJ0722  HISTORY     - 20160314 MARK NOT FOUND   ARHD
 EJ0722
 EJ0722                          STATION DESCRIPTION
 EJ0722
 EJ0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 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.
 EJ0722
 EJ0722                          STATION RECOVERY (2009)
 EJ0722
 EJ0722'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2009
 EJ0722'RECOVERED IN GOOD CONDITION.
 EJ0722
 EJ0722                          STATION RECOVERY (2016)
 EJ0722
 EJ0722'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (BAB)
 EJ0722'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1437 ***********************************************************************
 FG1437  DESIGNATION -  M 141
 FG1437  PID         -  FG1437
 FG1437  STATE/COUNTY-  AR/FRANKLIN
 FG1437  COUNTRY     -  US
 FG1437  USGS QUAD   -  YALE (2017)
 FG1437
 FG1437                         *CURRENT SURVEY CONTROL
 FG1437  ______________________________________________________________________
 FG1437* NAD 83(1986) POSITION- 35 38 59.0    (N) 093 43 54.7    (W)   HD_HELD2
 FG1437* NAVD 88 ORTHO HEIGHT -   488.774 (meters)     1603.59  (feet) ADJUSTED
 FG1437  ______________________________________________________________________
 FG1437  GEOID HEIGHT    -        -28.532 (meters)                     GEOID18
 FG1437  DYNAMIC HEIGHT  -        488.312 (meters)     1602.07  (feet) COMP
 FG1437  MODELED GRAVITY -    979,671.5   (mgal)                       NAVD 88
 FG1437
 FG1437  VERT ORDER      -  SECOND    CLASS 0
 FG1437
 FG1437.The horizontal coordinates were established by autonomous hand held GPS
 FG1437.observations and have an estimated accuracy of +/- 10 meters.
 FG1437
 FG1437.The orthometric height was determined by differential leveling and
 FG1437.adjusted by the NATIONAL GEODETIC SURVEY
 FG1437.in June 1991.
 FG1437
 FG1437.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1437.GEOID18 height accuracy estimate available here.
 FG1437
 FG1437.Click photographs - Photos may exist for this station.
 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     -   147,422.      243,179.      MT  (+/- 10 meters HH2 GPS)
 FG1437
 FG1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV3374845345(NAD 83)
 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
 FG1437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1437.See file dsdata.pdf to determine how the superseded data were derived.
 FG1437
 FG1437_MARKER: DB = BENCH MARK DISK
 FG1437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1437_STAMPING: M 141 1935
 FG1437_MARK LOGO: CGS
 FG1437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1437+STABILITY: SURFACE MOTION
 FG1437_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FG1437+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2013
 FG1437
 FG1437  HISTORY     - Date     Condition        Report By
 FG1437  HISTORY     - 1935     MONUMENTED       CGS
 FG1437  HISTORY     - 1959     GOOD             CGS
 FG1437  HISTORY     - 20130613 GOOD             INDIV
 FG1437
 FG1437                          STATION DESCRIPTION
 FG1437
 FG1437'DESCRIBED BY COAST AND 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.
 FG1437
 FG1437                          STATION RECOVERY (2013)
 FG1437
 FG1437'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (WDA)
 FG1437'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1455 ***********************************************************************
 FG1455  DESIGNATION -  M 142
 FG1455  PID         -  FG1455
 FG1455  STATE/COUNTY-  AR/NEWTON
 FG1455  COUNTRY     -  US
 FG1455  USGS QUAD   -  FALLSVILLE (2017)
 FG1455
 FG1455                         *CURRENT SURVEY CONTROL
 FG1455  ______________________________________________________________________
 FG1455* NAD 83(1986) POSITION- 35 46 28.     (N) 093 29 41.     (W)   SCALED
 FG1455* NAVD 88 ORTHO HEIGHT -   613.602 (meters)     2013.13  (feet) ADJUSTED
 FG1455  ______________________________________________________________________
 FG1455  GEOID HEIGHT    -        -28.058 (meters)                     GEOID18
 FG1455  DYNAMIC HEIGHT  -        613.000 (meters)     2011.15  (feet) COMP
 FG1455  MODELED GRAVITY -    979,630.6   (mgal)                       NAVD 88
 FG1455
 FG1455  VERT ORDER      -  SECOND    CLASS 0
 FG1455
 FG1455.The horizontal coordinates were scaled from a map and have
 FG1455.an estimated accuracy of +/- 6 seconds.
 FG1455
 FG1455.The orthometric height was determined by differential leveling and
 FG1455.adjusted by the NATIONAL GEODETIC SURVEY
 FG1455.in June 1991.
 FG1455
 FG1455.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1455.GEOID18 height accuracy estimate available here.
 FG1455
 FG1455.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV552590(NAD 83)
 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
 FG1455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1455.See file dsdata.pdf to determine how the superseded data were derived.
 FG1455
 FG1455_MARKER: DB = BENCH MARK DISK
 FG1455_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG1455_STAMPING: M 142 1935
 FG1455_MARK LOGO: CGS
 FG1455_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1378 ***********************************************************************
 FG1378  DESIGNATION -  M 143
 FG1378  PID         -  FG1378
 FG1378  STATE/COUNTY-  AR/MADISON
 FG1378  COUNTRY     -  US
 FG1378  USGS QUAD   -  DELANEY (2017)
 FG1378
 FG1378                         *CURRENT SURVEY CONTROL
 FG1378  ______________________________________________________________________
 FG1378* NAD 83(1986) POSITION- 35 50 53.     (N) 093 55 52.     (W)   SCALED
 FG1378* NAVD 88 ORTHO HEIGHT -   448.466 (meters)     1471.34  (feet) ADJUSTED
 FG1378  ______________________________________________________________________
 FG1378  GEOID HEIGHT    -        -28.047 (meters)                     GEOID18
 FG1378  DYNAMIC HEIGHT  -        448.044 (meters)     1469.96  (feet) COMP
 FG1378  MODELED GRAVITY -    979,678.8   (mgal)                       NAVD 88
 FG1378
 FG1378  VERT ORDER      -  SECOND    CLASS 0
 FG1378
 FG1378.The horizontal coordinates were scaled from a map and have
 FG1378.an estimated accuracy of +/- 6 seconds.
 FG1378
 FG1378.The orthometric height was determined by differential leveling and
 FG1378.adjusted by the NATIONAL GEODETIC SURVEY
 FG1378.in June 1991.
 FG1378
 FG1378.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1378.GEOID18 height accuracy estimate available here.
 FG1378
 FG1378.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV159674(NAD 83)
 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
 FG1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1378.See file dsdata.pdf to determine how the superseded data were derived.
 FG1378
 FG1378_MARKER: DB = BENCH MARK DISK
 FG1378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1378_STAMPING: M 143 1935
 FG1378_MARK LOGO: CGS
 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             CGS
 FG1378  HISTORY     - 1973     MARK NOT FOUND   NGS
 FG1378
 FG1378                          STATION DESCRIPTION
 FG1378
 FG1378'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 GF0511 ***********************************************************************
 GF0511  DESIGNATION -  M 145
 GF0511  PID         -  GF0511
 GF0511  STATE/COUNTY-  AR/MADISON
 GF0511  COUNTRY     -  US
 GF0511  USGS QUAD   -  KINGSTON (2017)
 GF0511
 GF0511                         *CURRENT SURVEY CONTROL
 GF0511  ______________________________________________________________________
 GF0511* NAD 83(1986) POSITION- 36 05 09.     (N) 093 32 33.     (W)   SCALED
 GF0511* NAVD 88 ORTHO HEIGHT -   400.459 (meters)     1313.84  (feet) ADJUSTED
 GF0511  ______________________________________________________________________
 GF0511  GEOID HEIGHT    -        -27.974 (meters)                     GEOID18
 GF0511  DYNAMIC HEIGHT  -        400.092 (meters)     1312.64  (feet) COMP
 GF0511  MODELED GRAVITY -    979,702.3   (mgal)                       NAVD 88
 GF0511
 GF0511  VERT ORDER      -  SECOND    CLASS 0
 GF0511
 GF0511.The horizontal coordinates were scaled from a map and have
 GF0511.an estimated accuracy of +/- 6 seconds.
 GF0511
 GF0511.The orthometric height was determined by differential leveling and
 GF0511.adjusted by the NATIONAL GEODETIC SURVEY
 GF0511.in June 1991.
 GF0511
 GF0511.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0511.GEOID18 height accuracy estimate available here.
 GF0511
 GF0511.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV511936(NAD 83)
 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
 GF0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0511.See file dsdata.pdf to determine how the superseded data were derived.
 GF0511
 GF0511_MARKER: DB = BENCH MARK DISK
 GF0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0511_STAMPING: M 145 1935
 GF0511_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0147 ***********************************************************************
 GF0147  DESIGNATION -  M 146
 GF0147  PID         -  GF0147
 GF0147  STATE/COUNTY-  AR/SEARCY
 GF0147  COUNTRY     -  US
 GF0147  USGS QUAD   -  SAINT JOE (2017)
 GF0147
 GF0147                         *CURRENT SURVEY CONTROL
 GF0147  ______________________________________________________________________
 GF0147* NAD 83(1986) POSITION- 36 01 28.     (N) 092 49 02.     (W)   SCALED
 GF0147* NAVD 88 ORTHO HEIGHT -   256.188 (meters)      840.51  (feet) ADJUSTED
 GF0147  ______________________________________________________________________
 GF0147  GEOID HEIGHT    -        -28.339 (meters)                     GEOID18
 GF0147  DYNAMIC HEIGHT  -        255.957 (meters)      839.75  (feet) COMP
 GF0147  MODELED GRAVITY -    979,726.7   (mgal)                       NAVD 88
 GF0147
 GF0147  VERT ORDER      -  SECOND    CLASS 0
 GF0147
 GF0147.The horizontal coordinates were scaled from a map and have
 GF0147.an estimated accuracy of +/- 6 seconds.
 GF0147
 GF0147.The orthometric height was determined by differential leveling and
 GF0147.adjusted by the NATIONAL GEODETIC SURVEY
 GF0147.in June 1991.
 GF0147
 GF0147.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0147.GEOID18 height accuracy estimate available here.
 GF0147
 GF0147.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV164866(NAD 83)
 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
 GF0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0147.See file dsdata.pdf to determine how the superseded data were derived.
 GF0147
 GF0147_MARKER: DB = BENCH MARK DISK
 GF0147_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GF0147_STAMPING: M 146 1935
 GF0147_MARK LOGO: CGS
 GF0147_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0147
 GF0147  HISTORY     - Date     Condition        Report By
 GF0147  HISTORY     - 1935     MONUMENTED       CGS
 GF0147  HISTORY     - 20150312 MARK NOT FOUND   ARHD
 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.
 GF0147
 GF0147                          STATION RECOVERY (2015)
 GF0147
 GF0147'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (BAB)
 GF0147'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0520 ***********************************************************************
 FG0520  DESIGNATION -  M 147
 FG0520  PID         -  FG0520
 FG0520  STATE/COUNTY-  AR/SEARCY
 FG0520  COUNTRY     -  US
 FG0520  USGS QUAD   -  TILLY (2017)
 FG0520
 FG0520                         *CURRENT SURVEY CONTROL
 FG0520  ______________________________________________________________________
 FG0520* NAD 83(1986) POSITION- 35 43 28.92   (N) 092 50 13.96   (W)   HD_HELD1
 FG0520* NAVD 88 ORTHO HEIGHT -   609.676 (meters)     2000.25  (feet) ADJUSTED
 FG0520  ______________________________________________________________________
 FG0520  GEOID HEIGHT    -        -27.980 (meters)                     GEOID18
 FG0520  DYNAMIC HEIGHT  -        609.083 (meters)     1998.30  (feet) COMP
 FG0520  MODELED GRAVITY -    979,640.3   (mgal)                       NAVD 88
 FG0520
 FG0520  VERT ORDER      -  SECOND    CLASS 0
 FG0520
 FG0520.The horizontal coordinates were determined by differentially corrected
 FG0520.hand held GPS observations or other comparable positioning techniques
 FG0520.and have an estimated accuracy of +/- 3 meters.
 FG0520
 FG0520.The orthometric height was determined by differential leveling and
 FG0520.adjusted by the NATIONAL GEODETIC SURVEY
 FG0520.in June 1991.
 FG0520
 FG0520.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0520.GEOID18 height accuracy estimate available here.
 FG0520
 FG0520.Click photographs - Photos may exist for this station.
 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     -   154,682.9     324,258.0     MT  (+/- 3 meters HH1 GPS) 
 FG0520
 FG0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV1472253426(NAD 83)
 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
 FG0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0520.See file dsdata.pdf to determine how the superseded data were derived.
 FG0520
 FG0520_MARKER: DB = BENCH MARK DISK
 FG0520_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0520_STAMPING: M 147 1935
 FG0520_MARK LOGO: CGS
 FG0520_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0520
 FG0520  HISTORY     - Date     Condition        Report By
 FG0520  HISTORY     - 1935     MONUMENTED       CGS
 FG0520
 FG0520                          STATION DESCRIPTION
 FG0520
 FG0520'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG0671 ***********************************************************************
 FG0671  DESIGNATION -  M 148
 FG0671  PID         -  FG0671
 FG0671  STATE/COUNTY-  AR/VAN BUREN
 FG0671  COUNTRY     -  US
 FG0671  USGS QUAD   -  LOST CORNER (2017)
 FG0671
 FG0671                         *CURRENT SURVEY CONTROL
 FG0671  ______________________________________________________________________
 FG0671* NAD 83(1986) POSITION- 35 32 35.98   (N) 092 50 33.04   (W)   HD_HELD1
 FG0671* NAVD 88 ORTHO HEIGHT -   503.411 (meters)     1651.61  (feet) ADJUSTED
 FG0671  ______________________________________________________________________
 FG0671  GEOID HEIGHT    -        -28.279 (meters)                     GEOID18
 FG0671  DYNAMIC HEIGHT  -        502.917 (meters)     1649.99  (feet) COMP
 FG0671  MODELED GRAVITY -    979,636.4   (mgal)                       NAVD 88
 FG0671
 FG0671  VERT ORDER      -  SECOND    CLASS 0
 FG0671
 FG0671.The horizontal coordinates were determined by differentially corrected
 FG0671.hand held GPS observations or other comparable positioning techniques
 FG0671.and have an estimated accuracy of +/- 3 meters.
 FG0671
 FG0671.The orthometric height was determined by differential leveling and
 FG0671.adjusted by the NATIONAL GEODETIC SURVEY
 FG0671.in June 1991.
 FG0671
 FG0671.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0671.GEOID18 height accuracy estimate available here.
 FG0671
 FG0671.Click photographs - Photos may exist for this station.
 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     -   134,565.3     323,606.4     MT  (+/- 3 meters HH1 GPS) 
 FG0671
 FG0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV1427533310(NAD 83)
 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
 FG0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0671.See file dsdata.pdf to determine how the superseded data were derived.
 FG0671
 FG0671_MARKER: DB = BENCH MARK DISK
 FG0671_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0671_STAMPING: M 148 1935
 FG0671_MARK LOGO: CGS
 FG0671_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0671
 FG0671  HISTORY     - Date     Condition        Report By
 FG0671  HISTORY     - 1935     MONUMENTED       CGS
 FG0671
 FG0671                          STATION DESCRIPTION
 FG0671
 FG0671'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0597 ***********************************************************************
 FG0597  DESIGNATION -  M 149
 FG0597  PID         -  FG0597
 FG0597  STATE/COUNTY-  AR/SEARCY
 FG0597  COUNTRY     -  US
 FG0597  USGS QUAD   -  SNOWBALL (2017)
 FG0597
 FG0597                         *CURRENT SURVEY CONTROL
 FG0597  ______________________________________________________________________
 FG0597* NAD 83(1986) POSITION- 35 52 49.87   (N) 092 48 18.02   (W)   HD_HELD1
 FG0597* NAVD 88 ORTHO HEIGHT -   288.934 (meters)      947.94  (feet) ADJUSTED
 FG0597  ______________________________________________________________________
 FG0597  GEOID HEIGHT    -        -28.138 (meters)                     GEOID18
 FG0597  DYNAMIC HEIGHT  -        288.671 (meters)      947.08  (feet) COMP
 FG0597  MODELED GRAVITY -    979,716.7   (mgal)                       NAVD 88
 FG0597
 FG0597  VERT ORDER      -  SECOND    CLASS I
 FG0597
 FG0597.The horizontal coordinates were determined by differentially corrected
 FG0597.hand held GPS observations or other comparable positioning techniques
 FG0597.and have an estimated accuracy of +/- 3 meters.
 FG0597
 FG0597.The orthometric height was determined by differential leveling and
 FG0597.adjusted by the NATIONAL GEODETIC SURVEY
 FG0597.in June 1991.
 FG0597
 FG0597.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0597.GEOID18 height accuracy estimate available here.
 FG0597
 FG0597.Click photographs - Photos may exist for this station.
 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     -   171,946.0     327,312.9     MT  (+/- 3 meters HH1 GPS) 
 FG0597
 FG0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV1760070713(NAD 83)
 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
 FG0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0597.See file dsdata.pdf to determine how the superseded data were derived.
 FG0597
 FG0597_MARKER: DB = BENCH MARK DISK
 FG0597_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0597_STAMPING: M 149 1935
 FG0597_MARK LOGO: CGS
 FG0597_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0597_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FG0597+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2015
 FG0597
 FG0597  HISTORY     - Date     Condition        Report By
 FG0597  HISTORY     - 1935     MONUMENTED       CGS
 FG0597  HISTORY     - 20150303 GOOD             ARHD
 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.
 FG0597
 FG0597                          STATION RECOVERY (2015)
 FG0597
 FG0597'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 FG0597'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1433 ***********************************************************************
 EJ1433  DESIGNATION -  M 15
 EJ1433  PID         -  EJ1433
 EJ1433  STATE/COUNTY-  AR/MONTGOMERY
 EJ1433  COUNTRY     -  US
 EJ1433  USGS QUAD   -  BIG FORK (2017)
 EJ1433
 EJ1433                         *CURRENT SURVEY CONTROL
 EJ1433  ______________________________________________________________________
 EJ1433* NAD 83(1986) POSITION- 34 27 54.77   (N) 093 53 04.94   (W)   HD_HELD1
 EJ1433* NAVD 88 ORTHO HEIGHT -   331.191 (meters)     1086.58  (feet) ADJUSTED
 EJ1433  ______________________________________________________________________
 EJ1433  GEOID HEIGHT    -        -28.598 (meters)                     GEOID18
 EJ1433  DYNAMIC HEIGHT  -        330.845 (meters)     1085.45  (feet) COMP
 EJ1433  MODELED GRAVITY -    979,581.2   (mgal)                       NAVD 88
 EJ1433
 EJ1433  VERT ORDER      -  SECOND    CLASS 0
 EJ1433
 EJ1433.The horizontal coordinates were determined by differentially corrected
 EJ1433.hand held GPS observations or other comparable positioning techniques
 EJ1433.and have an estimated accuracy of +/- 3 meters.
 EJ1433
 EJ1433.The orthometric height was determined by differential leveling and
 EJ1433.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1433.in June 1991.
 EJ1433
 EJ1433.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1433.GEOID18 height accuracy estimate available here.
 EJ1433
 EJ1433.Click photographs - Photos may exist for this station.
 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     -   601,077.5     226,855.8     MT  (+/- 3 meters HH1 GPS) 
 EJ1433
 EJ1433_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU1874614094(NAD 83)
 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
 EJ1433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1433.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1433
 EJ1433_MARKER: DB = BENCH MARK DISK
 EJ1433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1433_STAMPING: M 15 1934
 EJ1433_MARK LOGO: CGS
 EJ1433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1433+STABILITY: SURFACE MOTION
 EJ1433
 EJ1433  HISTORY     - Date     Condition        Report By
 EJ1433  HISTORY     - 1934     MONUMENTED       CGS
 EJ1433  HISTORY     - 1935     GOOD             CGS
 EJ1433  HISTORY     - 1961     GOOD             CGS
 EJ1433
 EJ1433                          STATION DESCRIPTION
 EJ1433
 EJ1433'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1961
 EJ1433'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH0642 ***********************************************************************
 EH0642  DESIGNATION -  M 15 4
 EH0642  PID         -  EH0642
 EH0642  STATE/COUNTY-  AR/PHILLIPS
 EH0642  COUNTRY     -  US
 EH0642  USGS QUAD   -  WATKINS CORNER (2017)
 EH0642
 EH0642                         *CURRENT SURVEY CONTROL
 EH0642  ______________________________________________________________________
 EH0642* NAD 83(1986) POSITION- 34 29 25.     (N) 090 57 19.     (W)   SCALED
 EH0642* NAVD 88 ORTHO HEIGHT -    56.685 (meters)      185.97  (feet) ADJUSTED
 EH0642  ______________________________________________________________________
 EH0642  GEOID HEIGHT    -        -26.917 (meters)                     GEOID18
 EH0642  DYNAMIC HEIGHT  -         56.630 (meters)      185.79  (feet) COMP
 EH0642  MODELED GRAVITY -    979,669.4   (mgal)                       NAVD 88
 EH0642
 EH0642  VERT ORDER      -  FIRST     CLASS II
 EH0642
 EH0642.The horizontal coordinates were scaled from a map and have
 EH0642.an estimated accuracy of +/- 6 seconds.
 EH0642
 EH0642.The orthometric height was determined by differential leveling and
 EH0642.adjusted by the NATIONAL GEODETIC SURVEY
 EH0642.in August 1993.
 EH0642
 EH0642.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0642.GEOID18 height accuracy estimate available here.
 EH0642
 EH0642.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU877184(NAD 83)
 EH0642
 EH0642                          SUPERSEDED SURVEY CONTROL
 EH0642
 EH0642  NAVD 88 (06/15/91)   56.677  (m)          185.95   (f) SUPERSEDED  1 2
 EH0642  NGVD 29 (11/26/84)   56.717  (m)          186.08   (f) ADJUSTED    1 2
 EH0642
 EH0642.Superseded values are not recommended for survey control.
 EH0642
 EH0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0642.See file dsdata.pdf to determine how the superseded data were derived.
 EH0642
 EH0642_MARKER: DD = SURVEY DISK
 EH0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0642_STAMPING: M 15 4
 EH0642_MARK LOGO: USACE
 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       USACE
 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'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 = MARCH 20, 2026 22:17:28 EDT
 FG0623 ***********************************************************************
 FG0623  DESIGNATION -  M 150
 FG0623  PID         -  FG0623
 FG0623  STATE/COUNTY-  AR/SEARCY
 FG0623  COUNTRY     -  US
 FG0623  USGS QUAD   -  HARRIET (2017)
 FG0623
 FG0623                         *CURRENT SURVEY CONTROL
 FG0623  ______________________________________________________________________
 FG0623* NAD 83(1986) POSITION- 35 53 37.     (N) 092 36 51.     (W)   SCALED
 FG0623* NAVD 88 ORTHO HEIGHT -   433.129 (meters)     1421.02  (feet) ADJUSTED
 FG0623  ______________________________________________________________________
 FG0623  GEOID HEIGHT    -        -28.057 (meters)                     GEOID18
 FG0623  DYNAMIC HEIGHT  -        432.732 (meters)     1419.72  (feet) COMP
 FG0623  MODELED GRAVITY -    979,702.8   (mgal)                       NAVD 88
 FG0623
 FG0623  VERT ORDER      -  SECOND    CLASS 0
 FG0623
 FG0623.The horizontal coordinates were scaled from a map and have
 FG0623.an estimated accuracy of +/- 6 seconds.
 FG0623
 FG0623.The orthometric height was determined by differential leveling and
 FG0623.adjusted by the NATIONAL GEODETIC SURVEY
 FG0623.in June 1991.
 FG0623
 FG0623.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0623.GEOID18 height accuracy estimate available here.
 FG0623
 FG0623.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV348722(NAD 83)
 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
 FG0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0623.See file dsdata.pdf to determine how the superseded data were derived.
 FG0623
 FG0623_MARKER: DB = BENCH MARK DISK
 FG0623_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0623_STAMPING: M 150 1935
 FG0623_MARK LOGO: CGS
 FG0623_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0623
 FG0623  HISTORY     - Date     Condition        Report By
 FG0623  HISTORY     - 1935     MONUMENTED       CGS
 FG0623  HISTORY     - 1959     MARK NOT FOUND   CGS
 FG0623
 FG0623                          STATION DESCRIPTION
 FG0623
 FG0623'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1230 ***********************************************************************
 EJ1230  DESIGNATION -  M 151
 EJ1230  PID         -  EJ1230
 EJ1230  STATE/COUNTY-  AR/CLARK
 EJ1230  COUNTRY     -  US
 EJ1230  USGS QUAD   -  HOLLYWOOD (2017)
 EJ1230
 EJ1230                         *CURRENT SURVEY CONTROL
 EJ1230  ______________________________________________________________________
 EJ1230* NAD 83(1986) POSITION- 34 00 59.9    (N) 093 11 47.3    (W)   HD_HELD2
 EJ1230* NAVD 88 ORTHO HEIGHT -    63.065 (meters)      206.91  (feet) ADJUSTED
 EJ1230  ______________________________________________________________________
 EJ1230  GEOID HEIGHT    -        -26.864 (meters)                     GEOID18
 EJ1230  DYNAMIC HEIGHT  -         63.001 (meters)      206.70  (feet) COMP
 EJ1230  MODELED GRAVITY -    979,627.0   (mgal)                       NAVD 88
 EJ1230
 EJ1230  VERT ORDER      -  SECOND    CLASS 0
 EJ1230
 EJ1230.The horizontal coordinates were established by autonomous hand held GPS
 EJ1230.observations and have an estimated accuracy of +/- 10 meters.
 EJ1230
 EJ1230.The orthometric height was determined by differential leveling and
 EJ1230.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1230.in June 1991.
 EJ1230
 EJ1230.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1230.GEOID18 height accuracy estimate available here.
 EJ1230
 EJ1230.Click photographs - Photos may exist for this station.
 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     -   550,374.      289,497.      MT  (+/- 10 meters HH2 GPS)
 EJ1230
 EJ1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT8185964018(NAD 83)
 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
 EJ1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1230.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1230
 EJ1230_MARKER: DB = BENCH MARK DISK
 EJ1230_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ1230_STAMPING: M 151 1935
 EJ1230_MARK LOGO: CGS
 EJ1230_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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             CGS
 EJ1230  HISTORY     - 1964     GOOD             CGS
 EJ1230  HISTORY     - 20050201 GOOD             ARHD
 EJ1230  HISTORY     - 20160120 POOR             ARHD
 EJ1230
 EJ1230                          STATION DESCRIPTION
 EJ1230
 EJ1230'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1964
 EJ1230'RECOVERED IN GOOD CONDITION.
 EJ1230
 EJ1230                          STATION RECOVERY (2005)
 EJ1230
 EJ1230'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2005 (MSK)
 EJ1230'RECOVERED AS DESCRIBED, GOOD CONDITION
 EJ1230
 EJ1230                          STATION RECOVERY (2016)
 EJ1230
 EJ1230'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (BAB)
 EJ1230'HAS BEEN HIT BY BUSH HOG. CAN NO LONGER READ CAP.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0676 ***********************************************************************
 EJ0676  DESIGNATION -  M 152
 EJ0676  PID         -  EJ0676
 EJ0676  STATE/COUNTY-  AR/HOT SPRING
 EJ0676  COUNTRY     -  US
 EJ0676  USGS QUAD   -  DONALDSON (2017)
 EJ0676
 EJ0676                         *CURRENT SURVEY CONTROL
 EJ0676  ______________________________________________________________________
 EJ0676* NAD 83(1986) POSITION- 34 12 56.     (N) 092 56 29.     (W)   SCALED
 EJ0676* NAVD 88 ORTHO HEIGHT -    65.960 (meters)      216.40  (feet) ADJUSTED
 EJ0676  ______________________________________________________________________
 EJ0676  GEOID HEIGHT    -        -26.668 (meters)                     GEOID18
 EJ0676  DYNAMIC HEIGHT  -         65.895 (meters)      216.19  (feet) COMP
 EJ0676  MODELED GRAVITY -    979,653.1   (mgal)                       NAVD 88
 EJ0676
 EJ0676  VERT ORDER      -  FIRST     CLASS II
 EJ0676
 EJ0676.The horizontal coordinates were scaled from a map and have
 EJ0676.an estimated accuracy of +/- 6 seconds.
 EJ0676
 EJ0676.The orthometric height was determined by differential leveling and
 EJ0676.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0676.in June 1991.
 EJ0676
 EJ0676.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0676.GEOID18 height accuracy estimate available here.
 EJ0676
 EJ0676.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT053860(NAD 83)
 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
 EJ0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0676.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0676
 EJ0676_MARKER: DB = BENCH MARK DISK
 EJ0676_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0676_STAMPING: M 152 1935
 EJ0676_MARK LOGO: CGS
 EJ0676_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0807 ***********************************************************************
 FG0807  DESIGNATION -  M 156
 FG0807  PID         -  FG0807
 FG0807  STATE/COUNTY-  AR/NEWTON
 FG0807  COUNTRY     -  US
 FG0807  USGS QUAD   -  BOXLEY (2017)
 FG0807
 FG0807                         *CURRENT SURVEY CONTROL
 FG0807  ______________________________________________________________________
 FG0807* NAD 83(1986) POSITION- 35 54 52.     (N) 093 23 19.     (W)   SCALED
 FG0807* NAVD 88 ORTHO HEIGHT -   659.905 (meters)     2165.04  (feet) ADJUSTED
 FG0807  ______________________________________________________________________
 FG0807  GEOID HEIGHT    -        -27.949 (meters)                     GEOID18
 FG0807  DYNAMIC HEIGHT  -        659.267 (meters)     2162.95  (feet) COMP
 FG0807  MODELED GRAVITY -    979,643.8   (mgal)                       NAVD 88
 FG0807
 FG0807  VERT ORDER      -  SECOND    CLASS 0
 FG0807
 FG0807.The horizontal coordinates were scaled from a map and have
 FG0807.an estimated accuracy of +/- 6 seconds.
 FG0807
 FG0807.The orthometric height was determined by differential leveling and
 FG0807.adjusted by the NATIONAL GEODETIC SURVEY
 FG0807.in June 1991.
 FG0807
 FG0807.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0807.GEOID18 height accuracy estimate available here.
 FG0807
 FG0807.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV649745(NAD 83)
 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
 FG0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0807.See file dsdata.pdf to determine how the superseded data were derived.
 FG0807
 FG0807_MARKER: DB = BENCH MARK DISK
 FG0807_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0807_STAMPING: M 156 1935
 FG0807_MARK LOGO: CGS
 FG0807_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0807
 FG0807  HISTORY     - Date     Condition        Report By
 FG0807  HISTORY     - 1935     MONUMENTED       CGS
 FG0807  HISTORY     - 20160608 MARK NOT FOUND   ARHD
 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.
 FG0807
 FG0807                          STATION RECOVERY (2016)
 FG0807
 FG0807'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (BAB)
 FG0807'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0556 ***********************************************************************
 GF0556  DESIGNATION -  M 157
 GF0556  PID         -  GF0556
 GF0556  STATE/COUNTY-  AR/CARROLL
 GF0556  COUNTRY     -  US
 GF0556  USGS QUAD   -  ROCKHOUSE (2017)
 GF0556
 GF0556                         *CURRENT SURVEY CONTROL
 GF0556  ______________________________________________________________________
 GF0556* NAD 83(1986) POSITION- 36 16 26.     (N) 093 38 01.     (W)   SCALED
 GF0556* NAVD 88 ORTHO HEIGHT -   357.090 (meters)     1171.55  (feet) ADJUSTED
 GF0556  ______________________________________________________________________
 GF0556  GEOID HEIGHT    -        -28.164 (meters)                     GEOID18
 GF0556  DYNAMIC HEIGHT  -        356.768 (meters)     1170.50  (feet) COMP
 GF0556  MODELED GRAVITY -    979,721.6   (mgal)                       NAVD 88
 GF0556
 GF0556  VERT ORDER      -  SECOND    CLASS 0
 GF0556
 GF0556.The horizontal coordinates were scaled from a map and have
 GF0556.an estimated accuracy of +/- 6 seconds.
 GF0556
 GF0556.The orthometric height was determined by differential leveling and
 GF0556.adjusted by the NATIONAL GEODETIC SURVEY
 GF0556.in June 1991.
 GF0556
 GF0556.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0556.GEOID18 height accuracy estimate available here.
 GF0556
 GF0556.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA430145(NAD 83)
 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
 GF0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0556.See file dsdata.pdf to determine how the superseded data were derived.
 GF0556
 GF0556_MARKER: DB = BENCH MARK DISK
 GF0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0556_STAMPING: M 157 1935
 GF0556_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0447 ***********************************************************************
 GF0447  DESIGNATION -  M 158
 GF0447  PID         -  GF0447
 GF0447  STATE/COUNTY-  AR/CARROLL
 GF0447  COUNTRY     -  US
 GF0447  USGS QUAD   -  OSAGE (2017)
 GF0447
 GF0447                         *CURRENT SURVEY CONTROL
 GF0447  ______________________________________________________________________
 GF0447* NAD 83(1986) POSITION- 36 14 50.     (N) 093 26 47.     (W)   SCALED
 GF0447* NAVD 88 ORTHO HEIGHT -   384.418 (meters)     1261.21  (feet) ADJUSTED
 GF0447  ______________________________________________________________________
 GF0447  GEOID HEIGHT    -        -28.132 (meters)                     GEOID18
 GF0447  DYNAMIC HEIGHT  -        384.071 (meters)     1260.07  (feet) COMP
 GF0447  MODELED GRAVITY -    979,720.7   (mgal)                       NAVD 88
 GF0447
 GF0447  VERT ORDER      -  SECOND    CLASS 0
 GF0447
 GF0447.The horizontal coordinates were scaled from a map and have
 GF0447.an estimated accuracy of +/- 6 seconds.
 GF0447
 GF0447.The orthometric height was determined by differential leveling and
 GF0447.adjusted by the NATIONAL GEODETIC SURVEY
 GF0447.in June 1991.
 GF0447
 GF0447.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0447.GEOID18 height accuracy estimate available here.
 GF0447
 GF0447.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA598114(NAD 83)
 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
 GF0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0447.See file dsdata.pdf to determine how the superseded data were derived.
 GF0447
 GF0447_MARKER: DB = BENCH MARK DISK
 GF0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0447_STAMPING: M 158 1935
 GF0447_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0388 ***********************************************************************
 GF0388  DESIGNATION -  M 159
 GF0388  PID         -  GF0388
 GF0388  STATE/COUNTY-  AR/BOONE
 GF0388  COUNTRY     -  US
 GF0388  USGS QUAD   -  GAITHER (2017)
 GF0388
 GF0388                         *CURRENT SURVEY CONTROL
 GF0388  ______________________________________________________________________
 GF0388* NAD 83(1986) POSITION- 36 10 13.7    (N) 093 12 52.6    (W)   HD_HELD2
 GF0388* NAVD 88 ORTHO HEIGHT -   639.294 (meters)     2097.42  (feet) ADJUSTED
 GF0388  ______________________________________________________________________
 GF0388  GEOID HEIGHT    -        -28.100 (meters)                     GEOID18
 GF0388  DYNAMIC HEIGHT  -        638.710 (meters)     2095.50  (feet) COMP
 GF0388  MODELED GRAVITY -    979,696.7   (mgal)                       NAVD 88
 GF0388
 GF0388  VERT ORDER      -  SECOND    CLASS 0
 GF0388
 GF0388.The horizontal coordinates were established by autonomous hand held GPS
 GF0388.observations and have an estimated accuracy of +/- 10 meters.
 GF0388
 GF0388.The orthometric height was determined by differential leveling and
 GF0388.adjusted by the NATIONAL GEODETIC SURVEY
 GF0388.in June 1991.
 GF0388
 GF0388.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0388.GEOID18 height accuracy estimate available here.
 GF0388
 GF0388.Click photographs - Photos may exist for this station.
 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     -   204,495.      290,726.      MT  (+/- 10 meters HH2 GPS)
 GF0388
 GF0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA8069902877(NAD 83)
 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
 GF0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0388.See file dsdata.pdf to determine how the superseded data were derived.
 GF0388
 GF0388_MARKER: DB = BENCH MARK DISK
 GF0388_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GF0388_STAMPING: M 159 1935
 GF0388_MARK LOGO: CGS
 GF0388_PROJECTION: PROJECTING 15 CENTIMETERS
 GF0388_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0388
 GF0388  HISTORY     - Date     Condition        Report By
 GF0388  HISTORY     - 1935     MONUMENTED       CGS
 GF0388  HISTORY     - 1959     GOOD             CGS
 GF0388
 GF0388                          STATION DESCRIPTION
 GF0388
 GF0388'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FF0917 ***********************************************************************
 FF0917  DESIGNATION -  M 16
 FF0917  PID         -  FF0917
 FF0917  STATE/COUNTY-  AR/JACKSON
 FF0917  COUNTRY     -  US
 FF0917  USGS QUAD   -  AUVERGNE (2017)
 FF0917
 FF0917                         *CURRENT SURVEY CONTROL
 FF0917  ______________________________________________________________________
 FF0917* NAD 83(1986) POSITION- 35 31 30.83   (N) 091 10 35.38   (W)   HD_HELD1
 FF0917* NAVD 88 ORTHO HEIGHT -    67.161 (meters)      220.34  (feet) ADJUSTED
 FF0917  ______________________________________________________________________
 FF0917  GEOID HEIGHT    -        -27.486 (meters)                     GEOID18
 FF0917  DYNAMIC HEIGHT  -         67.103 (meters)      220.15  (feet) COMP
 FF0917  MODELED GRAVITY -    979,761.1   (mgal)                       NAVD 88
 FF0917
 FF0917  VERT ORDER      -  SECOND    CLASS 0
 FF0917
 FF0917.The horizontal coordinates were determined by differentially corrected
 FF0917.hand held GPS observations or other comparable positioning techniques
 FF0917.and have an estimated accuracy of +/- 3 meters.
 FF0917
 FF0917.The orthometric height was determined by differential leveling and
 FF0917.adjusted by the NATIONAL GEODETIC SURVEY
 FF0917.in June 1991.
 FF0917
 FF0917.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0917.GEOID18 height accuracy estimate available here.
 FF0917
 FF0917.Click photographs - Photos may exist for this station.
 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     -   132,543.0     474,687.2     MT  (+/- 3 meters HH1 GPS) 
 FF0917
 FF0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV6533632820(NAD 83)
 FF0917
 FF0917                          SUPERSEDED SURVEY CONTROL
 FF0917
 FF0917  NGVD 29 (11/26/84)   67.098  (m)          220.14   (f) ADJUSTED    2 0
 FF0917
 FF0917.Superseded values are not recommended for survey control.
 FF0917
 FF0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0917.See file dsdata.pdf to determine how the superseded data were derived.
 FF0917
 FF0917_MARKER: DB = BENCH MARK DISK
 FF0917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0917_STAMPING: 220.137 M 16 1932
 FF0917_MARK LOGO: CGS
 FF0917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0917+STABILITY: SURFACE MOTION
 FF0917_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF0917+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2014
 FF0917
 FF0917  HISTORY     - Date     Condition        Report By
 FF0917  HISTORY     - 1932     MONUMENTED       CGS
 FF0917  HISTORY     - 1938     GOOD             CGS
 FF0917  HISTORY     - 20020920 GOOD             USACE
 FF0917  HISTORY     - 20070428 GOOD             PB
 FF0917  HISTORY     - 20140827 GOOD             ARHD
 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.
 FF0917
 FF0917                          STATION RECOVERY (2007)
 FF0917
 FF0917'RECOVERY NOTE BY PBS&J 2007
 FF0917'RECOVERED IN GOOD CONDITION.
 FF0917
 FF0917                          STATION RECOVERY (2014)
 FF0917
 FF0917'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (BAB)
 FF0917'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1341 ***********************************************************************
 EJ1341  DESIGNATION -  M 16 RESET
 EJ1341  PID         -  EJ1341
 EJ1341  STATE/COUNTY-  AR/PIKE
 EJ1341  COUNTRY     -  US
 EJ1341  USGS QUAD   -  GLENWOOD (2017)
 EJ1341
 EJ1341                         *CURRENT SURVEY CONTROL
 EJ1341  ______________________________________________________________________
 EJ1341* NAD 83(1986) POSITION- 34 19 29.     (N) 093 35 28.     (W)   SCALED
 EJ1341* NAVD 88 ORTHO HEIGHT -   201.06  (meters)      659.6   (feet) RESET
 EJ1341  ______________________________________________________________________
 EJ1341  GEOID HEIGHT    -        -27.791 (meters)                     GEOID18
 EJ1341  VERT ORDER      -  THIRD
 EJ1341
 EJ1341.The horizontal coordinates were scaled from a map and have
 EJ1341.an estimated accuracy of +/- 6 seconds.
 EJ1341
 EJ1341.The orthometric height was computed from unverified reset data.
 EJ1341
 EJ1341.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1341.GEOID18 height accuracy estimate available here.
 EJ1341
 EJ1341.Click photographs - Photos may exist for this station.
 EJ1341
 EJ1341;                    North         East    Units  Estimated Accuracy
 EJ1341;SPC AR S     -   585,040.      253,580.      MT  (+/- 180 meters Scaled)
 EJ1341
 EJ1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT456983(NAD 83)
 EJ1341
 EJ1341                          SUPERSEDED SURVEY CONTROL
 EJ1341
 EJ1341.No superseded survey control is available for this station.
 EJ1341
 EJ1341_MARKER: DB = BENCH MARK DISK
 EJ1341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1341_STAMPING: M 16 RESET 1962
 EJ1341_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1062 ***********************************************************************
 EJ1062  DESIGNATION -  M 161
 EJ1062  PID         -  EJ1062
 EJ1062  STATE/COUNTY-  AR/GARLAND
 EJ1062  COUNTRY     -  US
 EJ1062  USGS QUAD   -  MOUNTAIN PINE (2017)
 EJ1062
 EJ1062                         *CURRENT SURVEY CONTROL
 EJ1062  ______________________________________________________________________
 EJ1062* NAD 83(1986) POSITION- 34 34 28.     (N) 093 10 24.     (W)   SCALED
 EJ1062* NAVD 88 ORTHO HEIGHT -   148.419 (meters)      486.94  (feet) ADJUSTED
 EJ1062  ______________________________________________________________________
 EJ1062  GEOID HEIGHT    -        -27.687 (meters)                     GEOID18
 EJ1062  DYNAMIC HEIGHT  -        148.272 (meters)      486.46  (feet) COMP
 EJ1062  MODELED GRAVITY -    979,646.2   (mgal)                       NAVD 88
 EJ1062
 EJ1062  VERT ORDER      -  SECOND    CLASS 0
 EJ1062
 EJ1062.The horizontal coordinates were scaled from a map and have
 EJ1062.an estimated accuracy of +/- 6 seconds.
 EJ1062
 EJ1062.The orthometric height was determined by differential leveling and
 EJ1062.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1062.in June 1991.
 EJ1062
 EJ1062.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1062.GEOID18 height accuracy estimate available here.
 EJ1062
 EJ1062.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU841258(NAD 83)
 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
 EJ1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1062.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1062
 EJ1062_MARKER: DB = BENCH MARK DISK
 EJ1062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1062_STAMPING: M 161 1935
 EJ1062_MARK LOGO: CGS
 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             CGS
 EJ1062  HISTORY     - 19980425 GOOD             USPSQD
 EJ1062  HISTORY     - 20020425 POOR             ARHD
 EJ1062  HISTORY     - 20130617 GOOD             FAMM
 EJ1062
 EJ1062                          STATION DESCRIPTION
 EJ1062
 EJ1062'DESCRIBED BY COAST AND 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 DEPARTMENT OF TRANSPORTATION 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.
 EJ1062
 EJ1062                          STATION RECOVERY (2013)
 EJ1062
 EJ1062'RECOVERY NOTE BY FUGRO AERIAL AND MOBILE MAPPING INC 2013
 EJ1062'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1028 ***********************************************************************
 EJ1028  DESIGNATION -  M 162
 EJ1028  PID         -  EJ1028
 EJ1028  STATE/COUNTY-  AR/GARLAND
 EJ1028  COUNTRY     -  US
 EJ1028  USGS QUAD   -  CRYSTAL SPRINGS (2017)
 EJ1028
 EJ1028                         *CURRENT SURVEY CONTROL
 EJ1028  ______________________________________________________________________
 EJ1028* NAD 83(1986) POSITION- 34 36 32.     (N) 093 20 17.     (W)   SCALED
 EJ1028* NAVD 88 ORTHO HEIGHT -   166.594 (meters)      546.57  (feet) ADJUSTED
 EJ1028  ______________________________________________________________________
 EJ1028  GEOID HEIGHT    -        -28.137 (meters)                     GEOID18
 EJ1028  DYNAMIC HEIGHT  -        166.428 (meters)      546.02  (feet) COMP
 EJ1028  MODELED GRAVITY -    979,639.6   (mgal)                       NAVD 88
 EJ1028
 EJ1028  VERT ORDER      -  SECOND    CLASS 0
 EJ1028
 EJ1028.The horizontal coordinates were scaled from a map and have
 EJ1028.an estimated accuracy of +/- 6 seconds.
 EJ1028
 EJ1028.The orthometric height was determined by differential leveling and
 EJ1028.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1028.in June 1991.
 EJ1028
 EJ1028.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1028.GEOID18 height accuracy estimate available here.
 EJ1028
 EJ1028.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU690297(NAD 83)
 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
 EJ1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1028.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1028
 EJ1028_MARKER: DB = BENCH MARK DISK
 EJ1028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1028_STAMPING: M 162 1935
 EJ1028_MARK LOGO: CGS
 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             CGS
 EJ1028
 EJ1028                          STATION DESCRIPTION
 EJ1028
 EJ1028'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1037 ***********************************************************************
 EJ1037  DESIGNATION -  M 163
 EJ1037  PID         -  EJ1037
 EJ1037  STATE/COUNTY-  AR/MONTGOMERY
 EJ1037  COUNTRY     -  US
 EJ1037  USGS QUAD   -  MCGRAW MOUNTAIN (2017)
 EJ1037
 EJ1037                         *CURRENT SURVEY CONTROL
 EJ1037  ______________________________________________________________________
 EJ1037* NAD 83(1986) POSITION- 34 37 18.     (N) 093 27 57.     (W)   SCALED
 EJ1037* NAVD 88 ORTHO HEIGHT -   198.970 (meters)      652.79  (feet) ADJUSTED
 EJ1037  ______________________________________________________________________
 EJ1037  GEOID HEIGHT    -        -28.456 (meters)                     GEOID18
 EJ1037  DYNAMIC HEIGHT  -        198.771 (meters)      652.13  (feet) COMP
 EJ1037  MODELED GRAVITY -    979,626.8   (mgal)                       NAVD 88
 EJ1037
 EJ1037  VERT ORDER      -  SECOND    CLASS 0
 EJ1037
 EJ1037.The horizontal coordinates were scaled from a map and have
 EJ1037.an estimated accuracy of +/- 6 seconds.
 EJ1037
 EJ1037.The orthometric height was determined by differential leveling and
 EJ1037.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1037.in June 1991.
 EJ1037
 EJ1037.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1037.GEOID18 height accuracy estimate available here.
 EJ1037
 EJ1037.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU572311(NAD 83)
 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
 EJ1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1037.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1037
 EJ1037_MARKER: DB = BENCH MARK DISK
 EJ1037_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EJ1037_SP_SET: WELL CURB
 EJ1037_STAMPING: M 163 1935
 EJ1037_MARK LOGO: CGS
 EJ1037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1037+STABILITY: SURFACE MOTION
 EJ1037
 EJ1037  HISTORY     - Date     Condition        Report By
 EJ1037  HISTORY     - 1935     MONUMENTED       CGS
 EJ1037  HISTORY     - 1961     GOOD             CGS
 EJ1037
 EJ1037                          STATION DESCRIPTION
 EJ1037
 EJ1037'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FF1368 ***********************************************************************
 FF1368  DESIGNATION -  M 164
 FF1368  PID         -  FF1368
 FF1368  STATE/COUNTY-  AR/WHITE
 FF1368  COUNTRY     -  US
 FF1368  USGS QUAD   -  KENSETT (2017)
 FF1368
 FF1368                         *CURRENT SURVEY CONTROL
 FF1368  ______________________________________________________________________
 FF1368* NAD 83(1986) POSITION- 35 14 45.     (N) 091 43 40.     (W)   SCALED
 FF1368* NAVD 88 ORTHO HEIGHT -    71.484 (meters)      234.53  (feet) ADJUSTED
 FF1368  ______________________________________________________________________
 FF1368  GEOID HEIGHT    -        -27.355 (meters)                     GEOID18
 FF1368  DYNAMIC HEIGHT  -         71.419 (meters)      234.31  (feet) COMP
 FF1368  MODELED GRAVITY -    979,731.1   (mgal)                       NAVD 88
 FF1368
 FF1368  VERT ORDER      -  FIRST     CLASS II
 FF1368
 FF1368.The horizontal coordinates were scaled from a map and have
 FF1368.an estimated accuracy of +/- 6 seconds.
 FF1368
 FF1368.The orthometric height was determined by differential leveling and
 FF1368.adjusted by the NATIONAL GEODETIC SURVEY
 FF1368.in June 1991.
 FF1368
 FF1368.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1368.GEOID18 height accuracy estimate available here.
 FF1368
 FF1368.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV157010(NAD 83)
 FF1368
 FF1368                          SUPERSEDED SURVEY CONTROL
 FF1368
 FF1368  NGVD 29 (11/26/84)   71.437  (m)          234.37   (f) ADJUSTED    1 2
 FF1368
 FF1368.Superseded values are not recommended for survey control.
 FF1368
 FF1368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1368.See file dsdata.pdf to determine how the superseded data were derived.
 FF1368
 FF1368_MARKER: DB = BENCH MARK DISK
 FF1368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1368_STAMPING: M 164 1955
 FF1368_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 DP2415 ***********************************************************************
 DP2415  DESIGNATION -  M 165 RESET
 DP2415  PID         -  DP2415
 DP2415  STATE/COUNTY-  AR/INDEPENDENCE
 DP2415  COUNTRY     -  US
 DP2415  USGS QUAD   -  SULPHUR ROCK (2017)
 DP2415
 DP2415                         *CURRENT SURVEY CONTROL
 DP2415  ______________________________________________________________________
 DP2415* NAD 83(1986) POSITION- 35 50 40.90   (N) 091 35 05.52   (W)   HD_HELD1
 DP2415* NAVD 88 ORTHO HEIGHT -   135.372 (meters)      444.13  (feet) ADJUSTED
 DP2415  ______________________________________________________________________
 DP2415  GEOID HEIGHT    -        -27.701 (meters)                     GEOID18
 DP2415  DYNAMIC HEIGHT  -        135.255 (meters)      443.75  (feet) COMP
 DP2415  MODELED GRAVITY -    979,763.9   (mgal)                       NAVD 88
 DP2415
 DP2415  VERT ORDER      -  SECOND    CLASS I
 DP2415
 DP2415.The horizontal coordinates were determined by differentially corrected
 DP2415.hand held GPS observations or other comparable positioning techniques
 DP2415.and have an estimated accuracy of +/- 3 meters.
 DP2415
 DP2415.The orthometric height was determined by differential leveling and
 DP2415.adjusted by the NATIONAL GEODETIC SURVEY
 DP2415.in October 2014.
 DP2415
 DP2415.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2415.GEOID18 height accuracy estimate available here.
 DP2415
 DP2415.Click photographs - Photos may exist for this station.
 DP2415
 DP2415.The dynamic height is computed by dividing the NAVD 88
 DP2415.geopotential number by the normal gravity value computed on the
 DP2415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2415.degrees latitude (g = 980.6199 gals.).
 DP2415
 DP2415.The modeled gravity was interpolated from observed gravity values.
 DP2415
 DP2415;                    North         East    Units  Estimated Accuracy
 DP2415;SPC AR N     -   167,753.1     437,501.1     MT  (+/- 3 meters HH1 GPS) 
 DP2415
 DP2415_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV2779667647(NAD 83)
 DP2415
 DP2415                          SUPERSEDED SURVEY CONTROL
 DP2415
 DP2415.No superseded survey control is available for this station.
 DP2415
 DP2415_MARKER: DB = BENCH MARK DISK
 DP2415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP2415_STAMPING: M 165 RESET 2012
 DP2415_MARK LOGO: ARHD
 DP2415_PROJECTION: FLUSH
 DP2415_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP2415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP2415+STABILITY: SURFACE MOTION
 DP2415_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2415+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2012
 DP2415
 DP2415  HISTORY     - Date     Condition        Report By
 DP2415  HISTORY     - 20120822 MONUMENTED       ARHD
 DP2415
 DP2415                          STATION DESCRIPTION
 DP2415
 DP2415'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (JDH)
 DP2415'THE STATION IS LOCATED ABOUT 11.1 KM (6.9 MI) SOUTH-SOUTHWEST OF CAVE
 DP2415'CITY, 9.8 KM (6.1 MI) NORTH-NORTHEAST OF BATESVILLE AND 8.0 KM (5.0
 DP2415'MI) SOUTHEAST OF SANDTOWN.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DP2415'
 DP2415'TO REACH FROM THE INTERSECTION OF HIGHWAY 167 AND HIGHWAY 394E, GO
 DP2415'NORTH ALONG HIGHWAY 167 FOR 2.6 MI (4.2 KM) TO THE STATION ON THE
 DP2415'RIGHT.
 DP2415'
 DP2415'IT IS 43 M (141.1 FT) EAST OF A BARB WIRE FENCE, 11.7 M (38.4 FT)
 DP2415'NORTHEAST OF THE NORTHWEST CORNER OF A 1 STORY METAL BUILDING AND 7.7
 DP2415'M (25.3 FT) NORTH OF THE NORTHEAST CORNER OF A 1 STORY METAL BUILDING.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GE0616 ***********************************************************************
 GE0616  DESIGNATION -  M 166
 GE0616  PID         -  GE0616
 GE0616  STATE/COUNTY-  AR/FULTON
 GE0616  COUNTRY     -  US
 GE0616  USGS QUAD   -  STUART (2017)
 GE0616
 GE0616                         *CURRENT SURVEY CONTROL
 GE0616  ______________________________________________________________________
 GE0616* NAD 83(1986) POSITION- 36 15 06.     (N) 091 35 05.     (W)   SCALED
 GE0616* NAVD 88 ORTHO HEIGHT -   188.460 (meters)      618.31  (feet) ADJUSTED
 GE0616  ______________________________________________________________________
 GE0616  GEOID HEIGHT    -        -28.256 (meters)                     GEOID18
 GE0616  DYNAMIC HEIGHT  -        188.300 (meters)      617.78  (feet) COMP
 GE0616  MODELED GRAVITY -    979,781.5   (mgal)                       NAVD 88
 GE0616
 GE0616  VERT ORDER      -  SECOND    CLASS 0
 GE0616
 GE0616.The horizontal coordinates were scaled from a map and have
 GE0616.an estimated accuracy of +/- 6 seconds.
 GE0616
 GE0616.The orthometric height was determined by differential leveling and
 GE0616.adjusted by the NATIONAL GEODETIC SURVEY
 GE0616.in June 1991.
 GE0616
 GE0616.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0616.GEOID18 height accuracy estimate available here.
 GE0616
 GE0616.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA271127(NAD 83)
 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
 GE0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0616.See file dsdata.pdf to determine how the superseded data were derived.
 GE0616
 GE0616_MARKER: DB = BENCH MARK DISK
 GE0616_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GE0616_SP_SET: CULVERT HEADWALL
 GE0616_STAMPING: M 166 1955
 GE0616_MARK LOGO: CGS
 GE0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0616+STABILITY: SURFACE MOTION
 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 DEPARTMENT OF TRANSPORTATION 2003 (DFC)
 GE0616'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GE0577 ***********************************************************************
 GE0577  DESIGNATION -  M 167
 GE0577  PID         -  GE0577
 GE0577  STATE/COUNTY-  AR/FULTON
 GE0577  COUNTRY     -  US
 GE0577  USGS QUAD   -  SALEM (2017)
 GE0577
 GE0577                         *CURRENT SURVEY CONTROL
 GE0577  ______________________________________________________________________
 GE0577* NAD 83(1986) POSITION- 36 19 36.8    (N) 091 46 25.6    (W)   HD_HELD2
 GE0577* NAVD 88 ORTHO HEIGHT -   239.266 (meters)      784.99  (feet) ADJUSTED
 GE0577  ______________________________________________________________________
 GE0577  GEOID HEIGHT    -        -28.263 (meters)                     GEOID18
 GE0577  DYNAMIC HEIGHT  -        239.063 (meters)      784.33  (feet) COMP
 GE0577  MODELED GRAVITY -    979,780.3   (mgal)                       NAVD 88
 GE0577
 GE0577  VERT ORDER      -  SECOND    CLASS 0
 GE0577
 GE0577.The horizontal coordinates were established by autonomous hand held GPS
 GE0577.observations and have an estimated accuracy of +/- 10 meters.
 GE0577
 GE0577.The orthometric height was determined by differential leveling and
 GE0577.adjusted by the NATIONAL GEODETIC SURVEY
 GE0577.in June 1991.
 GE0577
 GE0577.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0577.GEOID18 height accuracy estimate available here.
 GE0577
 GE0577.Click photographs - Photos may exist for this station.
 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     -   221,201.      420,313.      MT  (+/- 10 meters HH2 GPS)
 GE0577
 GE0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA1006120903(NAD 83)
 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
 GE0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0577.See file dsdata.pdf to determine how the superseded data were derived.
 GE0577
 GE0577_MARKER: DB = BENCH MARK DISK
 GE0577_SETTING: 66 = SET IN ROCK OUTCROP
 GE0577_STAMPING: M 167 1955
 GE0577_MARK LOGO: CGS
 GE0577_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GE0577+STABILITY: POSITION/ELEVATION WELL
 GE0577_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE0577+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2021
 GE0577
 GE0577  HISTORY     - Date     Condition        Report By
 GE0577  HISTORY     - 1955     MONUMENTED       CGS
 GE0577  HISTORY     - 20210915 POOR             ARHD
 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.
 GE0577
 GE0577                          STATION RECOVERY (2021)
 GE0577
 GE0577'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2021 (JH)
 GE0577'BUSH HOG HAS NOCKED OFF THE BRASS CAP.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1204 ***********************************************************************
 EH1204  DESIGNATION -  M 168
 EH1204  PID         -  EH1204
 EH1204  STATE/COUNTY-  AR/MONROE
 EH1204  COUNTRY     -  US
 EH1204  USGS QUAD   -  CLARENDON (2017)
 EH1204
 EH1204                         *CURRENT SURVEY CONTROL
 EH1204  ______________________________________________________________________
 EH1204* NAD 83(1986) POSITION- 34 39 24.     (N) 091 21 09.     (W)   SCALED
 EH1204* NAVD 88 ORTHO HEIGHT -    54.645 (meters)      179.28  (feet) ADJUSTED
 EH1204  ______________________________________________________________________
 EH1204  GEOID HEIGHT    -        -26.796 (meters)                     GEOID18
 EH1204  DYNAMIC HEIGHT  -         54.593 (meters)      179.11  (feet) COMP
 EH1204  MODELED GRAVITY -    979,688.9   (mgal)                       NAVD 88
 EH1204
 EH1204  VERT ORDER      -  FIRST     CLASS II
 EH1204
 EH1204.The horizontal coordinates were scaled from a map and have
 EH1204.an estimated accuracy of +/- 6 seconds.
 EH1204
 EH1204.The orthometric height was determined by differential leveling and
 EH1204.adjusted by the NATIONAL GEODETIC SURVEY
 EH1204.in June 1991.
 EH1204
 EH1204.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1204.GEOID18 height accuracy estimate available here.
 EH1204
 EH1204.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU509362(NAD 83)
 EH1204
 EH1204                          SUPERSEDED SURVEY CONTROL
 EH1204
 EH1204  NGVD 29 (11/26/84)   54.668  (m)          179.36   (f) ADJUSTED    1 2
 EH1204
 EH1204.Superseded values are not recommended for survey control.
 EH1204
 EH1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1204.See file dsdata.pdf to determine how the superseded data were derived.
 EH1204
 EH1204_MARKER: DB = BENCH MARK DISK
 EH1204_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH1204_SP_SET: PIER
 EH1204_STAMPING: M 168 1955
 EH1204_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH0944 ***********************************************************************
 EH0944  DESIGNATION -  M 169
 EH0944  PID         -  EH0944
 EH0944  STATE/COUNTY-  AR/ST FRANCIS
 EH0944  COUNTRY     -  US
 EH0944  USGS QUAD   -  PALESTINE (2017)
 EH0944
 EH0944                         *CURRENT SURVEY CONTROL
 EH0944  ______________________________________________________________________
 EH0944* NAD 83(1986) POSITION- 34 57 04.0    (N) 090 58 38.5    (W)   HD_HELD2
 EH0944* NAVD 88 ORTHO HEIGHT -    63.569 (meters)      208.56  (feet) ADJUSTED
 EH0944  ______________________________________________________________________
 EH0944  GEOID HEIGHT    -        -26.859 (meters)                     GEOID18
 EH0944  DYNAMIC HEIGHT  -         63.511 (meters)      208.37  (feet) COMP
 EH0944  MODELED GRAVITY -    979,725.5   (mgal)                       NAVD 88
 EH0944
 EH0944  VERT ORDER      -  FIRST     CLASS II
 EH0944
 EH0944.The horizontal coordinates were established by autonomous hand held GPS
 EH0944.observations and have an estimated accuracy of +/- 10 meters.
 EH0944
 EH0944.The orthometric height was determined by differential leveling and
 EH0944.adjusted by the NATIONAL GEODETIC SURVEY
 EH0944.in June 1991.
 EH0944
 EH0944.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0944.GEOID18 height accuracy estimate available here.
 EH0944
 EH0944.Click photographs - Photos may exist for this station.
 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     -    69,023.      493,408.      MT  (+/- 10 meters HH2 GPS)
 EH0944
 EH0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU8469269489(NAD 83)
 EH0944
 EH0944                          SUPERSEDED SURVEY CONTROL
 EH0944
 EH0944  NGVD 29 (11/26/84)   63.568  (m)          208.56   (f) ADJUSTED    1 2
 EH0944
 EH0944.Superseded values are not recommended for survey control.
 EH0944
 EH0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0944.See file dsdata.pdf to determine how the superseded data were derived.
 EH0944
 EH0944_MARKER: DB = BENCH MARK DISK
 EH0944_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EH0944_SP_SET: CULVERT
 EH0944_STAMPING: M 169 1955
 EH0944_MARK LOGO: CGS
 EH0944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0944+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1232 ***********************************************************************
 EH1232  DESIGNATION -  M 170
 EH1232  PID         -  EH1232
 EH1232  STATE/COUNTY-  AR/MONROE
 EH1232  COUNTRY     -  US
 EH1232  USGS QUAD   -  DE VALLS BLUFF SE (2017)
 EH1232
 EH1232                         *CURRENT SURVEY CONTROL
 EH1232  ______________________________________________________________________
 EH1232* NAD 83(1986) POSITION- 34 47 44.     (N) 091 16 36.     (W)   SCALED
 EH1232* NAVD 88 ORTHO HEIGHT -    56.310 (meters)      184.74  (feet) ADJUSTED
 EH1232  ______________________________________________________________________
 EH1232  GEOID HEIGHT    -        -26.861 (meters)                     GEOID18
 EH1232  DYNAMIC HEIGHT  -         56.258 (meters)      184.57  (feet) COMP
 EH1232  MODELED GRAVITY -    979,705.1   (mgal)                       NAVD 88
 EH1232
 EH1232  VERT ORDER      -  FIRST     CLASS II
 EH1232
 EH1232.The horizontal coordinates were scaled from a map and have
 EH1232.an estimated accuracy of +/- 6 seconds.
 EH1232
 EH1232.The orthometric height was determined by differential leveling and
 EH1232.adjusted by the NATIONAL GEODETIC SURVEY
 EH1232.in June 1991.
 EH1232
 EH1232.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1232.GEOID18 height accuracy estimate available here.
 EH1232
 EH1232.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU576517(NAD 83)
 EH1232
 EH1232                          SUPERSEDED SURVEY CONTROL
 EH1232
 EH1232  NGVD 29 (11/26/84)   56.321  (m)          184.78   (f) ADJUSTED    1 2
 EH1232
 EH1232.Superseded values are not recommended for survey control.
 EH1232
 EH1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1232.See file dsdata.pdf to determine how the superseded data were derived.
 EH1232
 EH1232_MARKER: DB = BENCH MARK DISK
 EH1232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1232_STAMPING: M 170 1955
 EH1232_MARK LOGO: CGS
 EH1232_PROJECTION: PROJECTING 8 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH0826 ***********************************************************************
 EH0826  DESIGNATION -  M 171
 EH0826  PID         -  EH0826
 EH0826  STATE/COUNTY-  AR/PHILLIPS
 EH0826  COUNTRY     -  US
 EH0826  USGS QUAD   -  LEXA (2017)
 EH0826
 EH0826                         *CURRENT SURVEY CONTROL
 EH0826  ______________________________________________________________________
 EH0826* NAD 83(1986) POSITION- 34 33 01.     (N) 090 50 17.     (W)   SCALED
 EH0826* NAVD 88 ORTHO HEIGHT -    55.546 (meters)      182.24  (feet) ADJUSTED
 EH0826  ______________________________________________________________________
 EH0826  GEOID HEIGHT    -        -26.968 (meters)                     GEOID18
 EH0826  DYNAMIC HEIGHT  -         55.492 (meters)      182.06  (feet) COMP
 EH0826  MODELED GRAVITY -    979,671.3   (mgal)                       NAVD 88
 EH0826
 EH0826  VERT ORDER      -  FIRST     CLASS II
 EH0826
 EH0826.The horizontal coordinates were scaled from a map and have
 EH0826.an estimated accuracy of +/- 6 seconds.
 EH0826
 EH0826.The orthometric height was determined by differential leveling and
 EH0826.adjusted by the NATIONAL GEODETIC SURVEY
 EH0826.in June 1991.
 EH0826
 EH0826.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0826.GEOID18 height accuracy estimate available here.
 EH0826
 EH0826.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU983252(NAD 83)
 EH0826
 EH0826                          SUPERSEDED SURVEY CONTROL
 EH0826
 EH0826  NGVD 29 (11/26/84)   55.581  (m)          182.35   (f) ADJUSTED    1 2
 EH0826
 EH0826.Superseded values are not recommended for survey control.
 EH0826
 EH0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0826.See file dsdata.pdf to determine how the superseded data were derived.
 EH0826
 EH0826_MARKER: DB = BENCH MARK DISK
 EH0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0826_STAMPING: M 171 1956
 EH0826_MARK LOGO: CGS
 EH0826_PROJECTION: PROJECTING 5 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH0903 ***********************************************************************
 EH0903  DESIGNATION -  M 172 RESET
 EH0903  PID         -  EH0903
 EH0903  STATE/COUNTY-  AR/PHILLIPS
 EH0903  COUNTRY     -  US
 EH0903  USGS QUAD   -  WEST HELENA (2017)
 EH0903
 EH0903                         *CURRENT SURVEY CONTROL
 EH0903  ______________________________________________________________________
 EH0903* NAD 83(1986) POSITION- 34 33 15.     (N) 090 39 59.     (W)   SCALED
 EH0903* NAVD 88 ORTHO HEIGHT -    72.37  (meters)      237.4   (feet) RESET
 EH0903  ______________________________________________________________________
 EH0903  GEOID HEIGHT    -        -27.013 (meters)                     GEOID18
 EH0903  VERT ORDER      -  THIRD
 EH0903
 EH0903.The horizontal coordinates were scaled from a map and have
 EH0903.an estimated accuracy of +/- 6 seconds.
 EH0903
 EH0903.The orthometric height was computed from unverified reset data.
 EH0903
 EH0903.No vertical observational check was made to the station.
 EH0903
 EH0903.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0903.GEOID18 height accuracy estimate available here.
 EH0903
 EH0903.Click photographs - Photos may exist for this station.
 EH0903
 EH0903;                    North         East    Units  Estimated Accuracy
 EH0903;SPC AR S     -   610,150.      522,390.      MT  (+/- 180 meters Scaled)
 EH0903
 EH0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU141260(NAD 83)
 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
 EH0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0903.See file dsdata.pdf to determine how the superseded data were derived.
 EH0903
 EH0903_MARKER: DB = BENCH MARK DISK
 EH0903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0903_STAMPING: M 172 RESET 1965
 EH0903_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0237 ***********************************************************************
 FF0237  DESIGNATION -  M 173
 FF0237  PID         -  FF0237
 FF0237  STATE/COUNTY-  AR/CRITTENDEN
 FF0237  COUNTRY     -  US
 FF0237  USGS QUAD   -  WEST MEMPHIS (2017)
 FF0237
 FF0237                         *CURRENT SURVEY CONTROL
 FF0237  ______________________________________________________________________
 FF0237* NAD 83(1986) POSITION- 35 07 33.1    (N) 090 12 43.5    (W)   HD_HELD2
 FF0237* NAVD 88 ORTHO HEIGHT -    64.017 (meters)      210.03  (feet) ADJUSTED
 FF0237  ______________________________________________________________________
 FF0237  GEOID HEIGHT    -        -27.288 (meters)                     GEOID18
 FF0237  DYNAMIC HEIGHT  -         63.960 (meters)      209.84  (feet) COMP
 FF0237  MODELED GRAVITY -    979,732.4   (mgal)                       NAVD 88
 FF0237
 FF0237  VERT ORDER      -  SECOND    CLASS I
 FF0237
 FF0237.The horizontal coordinates were established by autonomous hand held GPS
 FF0237.observations and have an estimated accuracy of +/- 10 meters.
 FF0237
 FF0237.The orthometric height was determined by differential leveling and
 FF0237.adjusted by the NATIONAL GEODETIC SURVEY
 FF0237.in January 2022.
 FF0237
 FF0237.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0237.GEOID18 height accuracy estimate available here.
 FF0237
 FF0237.Click photographs - Photos may exist for this station.
 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     -    89,404.      562,951.      MT  (+/- 10 meters HH2 GPS)
 FF0237
 FF0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU5404590558(NAD 83)
 FF0237
 FF0237                          SUPERSEDED SURVEY CONTROL
 FF0237
 FF0237  NAVD 88 (06/15/91)   64.037  (m)          210.09   (f) SUPERSEDED  1 2
 FF0237  NGVD 29 (11/26/84)   64.013  (m)          210.02   (f) ADJUSTED    1 2
 FF0237
 FF0237.Superseded values are not recommended for survey control.
 FF0237
 FF0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0237.See file dsdata.pdf to determine how the superseded data were derived.
 FF0237
 FF0237_MARKER: DB = BENCH MARK DISK
 FF0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0237_STAMPING: M 173 1956
 FF0237_MARK LOGO: CGS
 FF0237_PROJECTION: PROJECTING 5 CENTIMETERS
 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 - August 04, 2021
 FF0237
 FF0237  HISTORY     - Date     Condition        Report By
 FF0237  HISTORY     - 1956     MONUMENTED       CGS
 FF0237  HISTORY     - 1957     GOOD             CGS
 FF0237  HISTORY     - 20030130 GOOD             USACE
 FF0237  HISTORY     - 20180425 GOOD             BFENG
 FF0237  HISTORY     - 20210804 GOOD             ARHD
 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.
 FF0237
 FF0237                          STATION RECOVERY (2018)
 FF0237
 FF0237'RECOVERY NOTE BY B AND F ENGINEERING 2018 (JJB)
 FF0237'RECOVERED IN GOOD CONDITION.
 FF0237
 FF0237                          STATION RECOVERY (2021)
 FF0237
 FF0237'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2021 (JDH)
 FF0237'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0126 ***********************************************************************
 FF0126  DESIGNATION -  M 174
 FF0126  PID         -  FF0126
 FF0126  STATE/COUNTY-  AR/CRITTENDEN
 FF0126  COUNTRY     -  US
 FF0126  USGS QUAD   -  TYRONZA (2017)
 FF0126
 FF0126                         *CURRENT SURVEY CONTROL
 FF0126  ______________________________________________________________________
 FF0126* NAD 83(1986) POSITION- 35 23 42.     (N) 090 16 00.     (W)   SCALED
 FF0126* NAVD 88 ORTHO HEIGHT -    68.368 (meters)      224.30  (feet) ADJUSTED
 FF0126  ______________________________________________________________________
 FF0126  GEOID HEIGHT    -        -27.530 (meters)                     GEOID18
 FF0126  DYNAMIC HEIGHT  -         68.307 (meters)      224.10  (feet) COMP
 FF0126  MODELED GRAVITY -    979,749.9   (mgal)                       NAVD 88
 FF0126
 FF0126  VERT ORDER      -  FIRST     CLASS II
 FF0126
 FF0126.The horizontal coordinates were scaled from a map and have
 FF0126.an estimated accuracy of +/- 6 seconds.
 FF0126
 FF0126.The orthometric height was determined by differential leveling and
 FF0126.adjusted by the NATIONAL GEODETIC SURVEY
 FF0126.in June 1991.
 FF0126
 FF0126.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0126.GEOID18 height accuracy estimate available here.
 FF0126
 FF0126.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV482202(NAD 83)
 FF0126
 FF0126                          SUPERSEDED SURVEY CONTROL
 FF0126
 FF0126  NGVD 29 (10/05/93)   68.335  (m)          224.20   (f) ADJUSTED    1 2
 FF0126  NGVD 29 (??/??/87)   68.313  (m)          224.12   (f) SUPERSEDED  1 2
 FF0126
 FF0126.Superseded values are not recommended for survey control.
 FF0126
 FF0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0126.See file dsdata.pdf to determine how the superseded data were derived.
 FF0126
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0572 ***********************************************************************
 FF0572  DESIGNATION -  M 175
 FF0572  PID         -  FF0572
 FF0572  STATE/COUNTY-  AR/CROSS
 FF0572  COUNTRY     -  US
 FF0572  USGS QUAD   -  HAMLIN (2017)
 FF0572
 FF0572                         *CURRENT SURVEY CONTROL
 FF0572  ______________________________________________________________________
 FF0572* NAD 83(1986) POSITION- 35 14 23.     (N) 090 59 13.     (W)   SCALED
 FF0572* NAVD 88 ORTHO HEIGHT -    66.952 (meters)      219.66  (feet) ADJUSTED
 FF0572  ______________________________________________________________________
 FF0572  GEOID HEIGHT    -        -27.227 (meters)                     GEOID18
 FF0572  DYNAMIC HEIGHT  -         66.892 (meters)      219.46  (feet) COMP
 FF0572  MODELED GRAVITY -    979,737.6   (mgal)                       NAVD 88
 FF0572
 FF0572  VERT ORDER      -  FIRST     CLASS II
 FF0572
 FF0572.The horizontal coordinates were scaled from a map and have
 FF0572.an estimated accuracy of +/- 6 seconds.
 FF0572
 FF0572.The orthometric height was determined by differential leveling and
 FF0572.adjusted by the NATIONAL GEODETIC SURVEY
 FF0572.in June 1991.
 FF0572
 FF0572.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0572.GEOID18 height accuracy estimate available here.
 FF0572
 FF0572.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV831014(NAD 83)
 FF0572
 FF0572                          SUPERSEDED SURVEY CONTROL
 FF0572
 FF0572  NGVD 29 (11/26/84)   66.916  (m)          219.54   (f) ADJUSTED    1 2
 FF0572
 FF0572.Superseded values are not recommended for survey control.
 FF0572
 FF0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0572.See file dsdata.pdf to determine how the superseded data were derived.
 FF0572
 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_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH0846 ***********************************************************************
 EH0846  DESIGNATION -  M 176
 EH0846  PID         -  EH0846
 EH0846  STATE/COUNTY-  AR/LEE
 EH0846  COUNTRY     -  US
 EH0846  USGS QUAD   -  MORO (2017)
 EH0846
 EH0846                         *CURRENT SURVEY CONTROL
 EH0846  ______________________________________________________________________
 EH0846* NAD 83(2011) POSITION- 34 48 04.65888(N) 090 59 42.81283(W)   ADJUSTED
 EH0846* NAD 83(2011) ELLIP HT-    33.539 (meters)        (04/01/24)   ADJUSTED
 EH0846* NAD 83(2011) EPOCH   -  2010.00
 EH0846* NAVD 88 ORTHO HEIGHT -    60.248 (meters)      197.66  (feet) ADJUSTED
 EH0846  ______________________________________________________________________
 EH0846  GEOID HEIGHT    -        -26.734 (meters)                     GEOID18
 EH0846  NAD 83(2011) X  -    -91,067.321 (meters)                     COMP
 EH0846  NAD 83(2011) Y  - -5,242,276.128 (meters)                     COMP
 EH0846  NAD 83(2011) Z  -  3,619,806.626 (meters)                     COMP
 EH0846  LAPLACE CORR    -          0.17  (seconds)                    DEFLEC18
 EH0846  DYNAMIC HEIGHT  -         60.192 (meters)      197.48  (feet) COMP
 EH0846  MODELED GRAVITY -    979,719.8   (mgal)                       NAVD 88
 EH0846
 EH0846  VERT ORDER      -  FIRST     CLASS II
 EH0846
 EH0846  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 EH0846  Standards:
 EH0846         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 EH0846            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 EH0846  -------------------------------------------------------------------
 EH0846  NETWORK    0.92   1.41           0.38   0.37   0.72     -0.10178715
 EH0846  -------------------------------------------------------------------
 EH0846  Click here for local accuracies and other accuracy information.
 EH0846
 EH0846.The horizontal coordinates were established by GPS observations
 EH0846.and adjusted by the ARKANSAS DEPT OF TRANS in April 2024.
 EH0846
 EH0846.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 EH0846.been affixed to the stable North American tectonic plate. See 
 EH0846.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 EH0846
 EH0846.The horizontal coordinates are valid at the epoch date displayed above
 EH0846.which is a decimal equivalence of Year/Month/Day.
 EH0846
 EH0846.The orthometric height was determined by differential leveling and
 EH0846.adjusted by the NATIONAL GEODETIC SURVEY
 EH0846.in June 1991.
 EH0846
 EH0846.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0846.GEOID18 height accuracy estimate available here.
 EH0846
 EH0846.Click photographs - Photos may exist for this station.
 EH0846
 EH0846.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH0846
 EH0846.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH0846
 EH0846.The ellipsoidal height was determined by GPS observations
 EH0846.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 EH0846
 EH0846;                    North         East     Units Scale Factor Converg.
 EH0846;SPC AR S     -   637,216.580   491,944.433   MT  1.00000791   +0 33 44.5
 EH0846;SPC AR S     - 2,090,601.40  1,613,987.69   sFT  1.00000791   +0 33 44.5
 EH0846;UTM  15      - 3,852,839.313   683,393.256   MT  1.00001455   +1 08 40.2
 EH0846
 EH0846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH0846!SPC AR S     -   0.99999474  x   1.00000791  =   1.00000265
 EH0846!UTM  15      -   0.99999474  x   1.00001455  =   1.00000929
 EH0846
 EH0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU8339352839(NAD 83)
 EH0846
 EH0846                          SUPERSEDED SURVEY CONTROL
 EH0846
 EH0846  NGVD 29 (11/26/84)   60.256  (m)          197.69   (f) ADJUSTED    1 2
 EH0846
 EH0846.Superseded values are not recommended for survey control.
 EH0846
 EH0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0846.See file dsdata.pdf to determine how the superseded data were derived.
 EH0846
 EH0846_MARKER: DB = BENCH MARK DISK
 EH0846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0846_STAMPING: M 176 1955
 EH0846_MARK LOGO: CGS
 EH0846_PROJECTION: PROJECTING 5 CENTIMETERS
 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 - June 21, 2022
 EH0846
 EH0846  HISTORY     - Date     Condition        Report By
 EH0846  HISTORY     - 1955     MONUMENTED       CGS
 EH0846  HISTORY     - 1970     GOOD             USGS
 EH0846  HISTORY     - 20030331 GOOD             USACE
 EH0846  HISTORY     - 20120430 GOOD             ASSOEN
 EH0846  HISTORY     - 20220621 GOOD             ARHD
 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.
 EH0846
 EH0846                          STATION RECOVERY (2012)
 EH0846
 EH0846'RECOVERY NOTE BY ASSOCIATED ENGINEERING 2012 (MPM)
 EH0846'RECOVERED IN GOOD CONDITION.
 EH0846
 EH0846                          STATION RECOVERY (2022)
 EH0846
 EH0846'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2022 (JDH)
 EH0846'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0626 ***********************************************************************
 FF0626  DESIGNATION -  M 178
 FF0626  PID         -  FF0626
 FF0626  STATE/COUNTY-  AR/ST FRANCIS
 FF0626  COUNTRY     -  US
 FF0626  USGS QUAD   -  ROUND POND (2017)
 FF0626
 FF0626                         *CURRENT SURVEY CONTROL
 FF0626  ______________________________________________________________________
 FF0626* NAD 83(1986) POSITION- 35 03 35.     (N) 090 37 08.     (W)   SCALED
 FF0626* NAVD 88 ORTHO HEIGHT -    60.847 (meters)      199.63  (feet) ADJUSTED
 FF0626  ______________________________________________________________________
 FF0626  GEOID HEIGHT    -        -27.005 (meters)                     GEOID18
 FF0626  DYNAMIC HEIGHT  -         60.792 (meters)      199.45  (feet) COMP
 FF0626  MODELED GRAVITY -    979,735.0   (mgal)                       NAVD 88
 FF0626
 FF0626  VERT ORDER      -  FIRST     CLASS II
 FF0626
 FF0626.The horizontal coordinates were scaled from a map and have
 FF0626.an estimated accuracy of +/- 6 seconds.
 FF0626
 FF0626.The orthometric height was determined by differential leveling and
 FF0626.adjusted by the NATIONAL GEODETIC SURVEY
 FF0626.in June 1991.
 FF0626
 FF0626.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0626.GEOID18 height accuracy estimate available here.
 FF0626
 FF0626.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU171822(NAD 83)
 FF0626
 FF0626                          SUPERSEDED SURVEY CONTROL
 FF0626
 FF0626  NGVD 29 (11/26/84)   60.829  (m)          199.57   (f) ADJUSTED    1 2
 FF0626
 FF0626.Superseded values are not recommended for survey control.
 FF0626
 FF0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0626.See file dsdata.pdf to determine how the superseded data were derived.
 FF0626
 FF0626_MARKER: DB = BENCH MARK DISK
 FF0626_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FF0626_STAMPING: M 178 1956
 FF0626_MARK LOGO: CGS
 FF0626_MAGNETIC: I = MARKER IS A STEEL ROD
 FF0626_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0626_ROD/PIPE-DEPTH: 15.2 meters
 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, 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 = MARCH 20, 2026 22:17:28 EDT
 FF0758 ***********************************************************************
 FF0758  DESIGNATION -  M 179
 FF0758  PID         -  FF0758
 FF0758  STATE/COUNTY-  AR/CRAIGHEAD
 FF0758  COUNTRY     -  US
 FF0758  USGS QUAD   -  TRUMANN (2017)
 FF0758
 FF0758                         *CURRENT SURVEY CONTROL
 FF0758  ______________________________________________________________________
 FF0758* NAD 83(1986) POSITION- 35 43 16.     (N) 090 32 12.     (W)   SCALED
 FF0758* NAVD 88 ORTHO HEIGHT -    69.718 (meters)      228.73  (feet) ADJUSTED
 FF0758  ______________________________________________________________________
 FF0758  GEOID HEIGHT    -        -27.864 (meters)                     GEOID18
 FF0758  DYNAMIC HEIGHT  -         69.658 (meters)      228.54  (feet) COMP
 FF0758  MODELED GRAVITY -    979,772.4   (mgal)                       NAVD 88
 FF0758
 FF0758  VERT ORDER      -  FIRST     CLASS II
 FF0758
 FF0758.The horizontal coordinates were scaled from a map and have
 FF0758.an estimated accuracy of +/- 6 seconds.
 FF0758
 FF0758.The orthometric height was determined by differential leveling and
 FF0758.adjusted by the NATIONAL GEODETIC SURVEY
 FF0758.in June 1991.
 FF0758
 FF0758.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0758.GEOID18 height accuracy estimate available here.
 FF0758
 FF0758.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV228558(NAD 83)
 FF0758
 FF0758                          SUPERSEDED SURVEY CONTROL
 FF0758
 FF0758  NGVD 29 (11/26/84)   69.640  (m)          228.48   (f) ADJUSTED    1 2
 FF0758
 FF0758.Superseded values are not recommended for survey control.
 FF0758
 FF0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0758.See file dsdata.pdf to determine how the superseded data were derived.
 FF0758
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1356 ***********************************************************************
 EJ1356  DESIGNATION -  M 18
 EJ1356  PID         -  EJ1356
 EJ1356  STATE/COUNTY-  AR/PIKE
 EJ1356  COUNTRY     -  US
 EJ1356  USGS QUAD   -  CENTER POINT NE (2017)
 EJ1356
 EJ1356                         *CURRENT SURVEY CONTROL
 EJ1356  ______________________________________________________________________
 EJ1356* NAD 83(1986) POSITION- 34 14 35.     (N) 093 49 41.     (W)   SCALED
 EJ1356* NAVD 88 ORTHO HEIGHT -   175.455 (meters)      575.64  (feet) ADJUSTED
 EJ1356  ______________________________________________________________________
 EJ1356  GEOID HEIGHT    -        -27.834 (meters)                     GEOID18
 EJ1356  DYNAMIC HEIGHT  -        175.277 (meters)      575.05  (feet) COMP
 EJ1356  MODELED GRAVITY -    979,613.4   (mgal)                       NAVD 88
 EJ1356
 EJ1356  VERT ORDER      -  SECOND    CLASS 0
 EJ1356
 EJ1356.The horizontal coordinates were scaled from a map and have
 EJ1356.an estimated accuracy of +/- 6 seconds.
 EJ1356
 EJ1356.The orthometric height was determined by differential leveling and
 EJ1356.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1356.in June 1991.
 EJ1356
 EJ1356.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1356.GEOID18 height accuracy estimate available here.
 EJ1356
 EJ1356.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT237894(NAD 83)
 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
 EJ1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1356.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1356
 EJ1356_MARKER: DB = BENCH MARK DISK
 EJ1356_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ1356_STAMPING: M 18 1932
 EJ1356_MARK LOGO: CGS
 EJ1356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1356
 EJ1356  HISTORY     - Date     Condition        Report By
 EJ1356  HISTORY     - 1932     MONUMENTED       CGS
 EJ1356  HISTORY     - 1934     GOOD             CGS
 EJ1356  HISTORY     - 1962     MARK NOT FOUND   CGS
 EJ1356
 EJ1356                          STATION DESCRIPTION
 EJ1356
 EJ1356'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1962
 EJ1356'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0365 ***********************************************************************
 GF0365  DESIGNATION -  M 18
 GF0365  PID         -  GF0365
 GF0365  STATE/COUNTY-  AR/NEWTON
 GF0365  COUNTRY     -  US
 GF0365  USGS QUAD   -  JASPER (2017)
 GF0365
 GF0365                         *CURRENT SURVEY CONTROL
 GF0365  ______________________________________________________________________
 GF0365* NAD 83(1986) POSITION- 36 06 33.     (N) 093 08 03.     (W)   SCALED
 GF0365* NAVD 88 ORTHO HEIGHT -   304.015 (meters)      997.42  (feet) ADJUSTED
 GF0365  ______________________________________________________________________
 GF0365  GEOID HEIGHT    -        -28.219 (meters)                     GEOID18
 GF0365  DYNAMIC HEIGHT  -        303.742 (meters)      996.53  (feet) COMP
 GF0365  MODELED GRAVITY -    979,724.4   (mgal)                       NAVD 88
 GF0365
 GF0365  VERT ORDER      -  SECOND    CLASS 0
 GF0365
 GF0365.The horizontal coordinates were scaled from a map and have
 GF0365.an estimated accuracy of +/- 6 seconds.
 GF0365
 GF0365.The orthometric height was determined by differential leveling and
 GF0365.adjusted by the NATIONAL GEODETIC SURVEY
 GF0365.in June 1991.
 GF0365
 GF0365.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0365.GEOID18 height accuracy estimate available here.
 GF0365
 GF0365.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV879960(NAD 83)
 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
 GF0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0365.See file dsdata.pdf to determine how the superseded data were derived.
 GF0365
 GF0365_MARKER: DB = BENCH MARK DISK
 GF0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0365_STAMPING: 997.029 M 18 1932
 GF0365_MARK LOGO: CGS
 GF0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0365+STABILITY: SURFACE MOTION
 GF0365
 GF0365  HISTORY     - Date     Condition        Report By
 GF0365  HISTORY     - 1932     MONUMENTED       CGS
 GF0365
 GF0365                          STATION DESCRIPTION
 GF0365
 GF0365'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FF0730 ***********************************************************************
 FF0730  DESIGNATION -  M 180
 FF0730  PID         -  FF0730
 FF0730  STATE/COUNTY-  AR/CRAIGHEAD
 FF0730  COUNTRY     -  US
 FF0730  USGS QUAD   -  JONESBORO (2017)
 FF0730
 FF0730                         *CURRENT SURVEY CONTROL
 FF0730  ______________________________________________________________________
 FF0730* NAD 83(1986) POSITION- 35 50 58.     (N) 090 44 10.     (W)   SCALED
 FF0730* NAVD 88 ORTHO HEIGHT -    87.423 (meters)      286.82  (feet) ADJUSTED
 FF0730  ______________________________________________________________________
 FF0730  GEOID HEIGHT    -        -27.812 (meters)                     GEOID18
 FF0730  DYNAMIC HEIGHT  -         87.348 (meters)      286.57  (feet) COMP
 FF0730  MODELED GRAVITY -    979,782.0   (mgal)                       NAVD 88
 FF0730
 FF0730  VERT ORDER      -  FIRST     CLASS II
 FF0730
 FF0730.The horizontal coordinates were scaled from a map and have
 FF0730.an estimated accuracy of +/- 6 seconds.
 FF0730
 FF0730.The orthometric height was determined by differential leveling and
 FF0730.adjusted by the NATIONAL GEODETIC SURVEY
 FF0730.in June 1991.
 FF0730
 FF0730.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0730.GEOID18 height accuracy estimate available here.
 FF0730
 FF0730.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV044696(NAD 83)
 FF0730
 FF0730                          SUPERSEDED SURVEY CONTROL
 FF0730
 FF0730  NGVD 29 (11/26/84)   87.335  (m)          286.53   (f) ADJUSTED    1 2
 FF0730
 FF0730.Superseded values are not recommended for survey control.
 FF0730
 FF0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0730.See file dsdata.pdf to determine how the superseded data were derived.
 FF0730
 FF0730_MARKER: DB = BENCH MARK DISK
 FF0730_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FF0730_SP_SET: CULVERT HEADWALL
 FF0730_STAMPING: M 180 1956
 FF0730_MARK LOGO: CGS
 FF0730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0730+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1184 ***********************************************************************
 FF1184  DESIGNATION -  M 181
 FF1184  PID         -  FF1184
 FF1184  STATE/COUNTY-  AR/CROSS
 FF1184  COUNTRY     -  US
 FF1184  USGS QUAD   -  TILTON (2017)
 FF1184
 FF1184                         *CURRENT SURVEY CONTROL
 FF1184  ______________________________________________________________________
 FF1184* NAD 83(1986) POSITION- 35 18 58.     (N) 091 00 55.     (W)   SCALED
 FF1184* NAVD 88 ORTHO HEIGHT -    67.420 (meters)      221.19  (feet) ADJUSTED
 FF1184  ______________________________________________________________________
 FF1184  GEOID HEIGHT    -        -27.315 (meters)                     GEOID18
 FF1184  DYNAMIC HEIGHT  -         67.360 (meters)      221.00  (feet) COMP
 FF1184  MODELED GRAVITY -    979,742.7   (mgal)                       NAVD 88
 FF1184
 FF1184  VERT ORDER      -  FIRST     CLASS II
 FF1184
 FF1184.The horizontal coordinates were scaled from a map and have
 FF1184.an estimated accuracy of +/- 6 seconds.
 FF1184
 FF1184.The orthometric height was determined by differential leveling and
 FF1184.adjusted by the NATIONAL GEODETIC SURVEY
 FF1184.in June 1991.
 FF1184
 FF1184.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1184.GEOID18 height accuracy estimate available here.
 FF1184
 FF1184.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV804099(NAD 83)
 FF1184
 FF1184                          SUPERSEDED SURVEY CONTROL
 FF1184
 FF1184  NGVD 29 (11/26/84)   67.378  (m)          221.06   (f) ADJUSTED    1 2
 FF1184
 FF1184.Superseded values are not recommended for survey control.
 FF1184
 FF1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1184.See file dsdata.pdf to determine how the superseded data were derived.
 FF1184
 FF1184_MARKER: DB = BENCH MARK DISK
 FF1184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1184_STAMPING: M 181 1956
 FF1184_MARK LOGO: CGS
 FF1184_PROJECTION: PROJECTING 8 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0718 ***********************************************************************
 FF0718  DESIGNATION -  M 182
 FF0718  PID         -  FF0718
 FF0718  STATE/COUNTY-  AR/POINSETT
 FF0718  COUNTRY     -  US
 FF0718  USGS QUAD   -  CHERRY VALLEY EAST (2017)
 FF0718
 FF0718                         *CURRENT SURVEY CONTROL
 FF0718  ______________________________________________________________________
 FF0718* NAD 83(1986) POSITION- 35 28 42.     (N) 090 40 00.     (W)   SCALED
 FF0718* NAVD 88 ORTHO HEIGHT -    70.133 (meters)      230.09  (feet) ADJUSTED
 FF0718  ______________________________________________________________________
 FF0718  GEOID HEIGHT    -        -27.544 (meters)                     GEOID18
 FF0718  DYNAMIC HEIGHT  -         70.071 (meters)      229.89  (feet) COMP
 FF0718  MODELED GRAVITY -    979,749.0   (mgal)                       NAVD 88
 FF0718
 FF0718  VERT ORDER      -  FIRST     CLASS II
 FF0718
 FF0718.The horizontal coordinates were scaled from a map and have
 FF0718.an estimated accuracy of +/- 6 seconds.
 FF0718
 FF0718.The orthometric height was determined by differential leveling and
 FF0718.adjusted by the NATIONAL GEODETIC SURVEY
 FF0718.in June 1991.
 FF0718
 FF0718.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0718.GEOID18 height accuracy estimate available here.
 FF0718
 FF0718.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV116285(NAD 83)
 FF0718
 FF0718                          SUPERSEDED SURVEY CONTROL
 FF0718
 FF0718  NGVD 29 (11/26/84)   70.080  (m)          229.92   (f) ADJUSTED    1 2
 FF0718
 FF0718.Superseded values are not recommended for survey control.
 FF0718
 FF0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0718.See file dsdata.pdf to determine how the superseded data were derived.
 FF0718
 FF0718_MARKER: DB = BENCH MARK DISK
 FF0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0718_STAMPING: M 182 1956
 FF0718_MARK LOGO: CGS
 FF0718_PROJECTION: PROJECTING 5 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0862 ***********************************************************************
 FF0862  DESIGNATION -  M 183
 FF0862  PID         -  FF0862
 FF0862  STATE/COUNTY-  AR/CRAIGHEAD
 FF0862  COUNTRY     -  US
 FF0862  USGS QUAD   -  HERMAN (2017)
 FF0862
 FF0862                         *CURRENT SURVEY CONTROL
 FF0862  ______________________________________________________________________
 FF0862* NAD 83(1986) POSITION- 35 48 13.     (N) 090 48 20.     (W)   SCALED
 FF0862* NAVD 88 ORTHO HEIGHT -    84.054 (meters)      275.77  (feet) ADJUSTED
 FF0862  ______________________________________________________________________
 FF0862  GEOID HEIGHT    -        -27.770 (meters)                     GEOID18
 FF0862  DYNAMIC HEIGHT  -         83.983 (meters)      275.53  (feet) COMP
 FF0862  MODELED GRAVITY -    979,783.7   (mgal)                       NAVD 88
 FF0862
 FF0862  VERT ORDER      -  FIRST     CLASS II
 FF0862
 FF0862.The horizontal coordinates were scaled from a map and have
 FF0862.an estimated accuracy of +/- 6 seconds.
 FF0862
 FF0862.The orthometric height was determined by differential leveling and
 FF0862.adjusted by the NATIONAL GEODETIC SURVEY
 FF0862.in June 1991.
 FF0862
 FF0862.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0862.GEOID18 height accuracy estimate available here.
 FF0862
 FF0862.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV982643(NAD 83)
 FF0862
 FF0862                          SUPERSEDED SURVEY CONTROL
 FF0862
 FF0862  NGVD 29 (11/26/84)   83.975  (m)          275.51   (f) ADJUSTED    1 2
 FF0862
 FF0862.Superseded values are not recommended for survey control.
 FF0862
 FF0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0862.See file dsdata.pdf to determine how the superseded data were derived.
 FF0862
 FF0862_MARKER: DB = BENCH MARK DISK
 FF0862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0862_STAMPING: M 183 1956
 FF0862_MARK LOGO: CGS
 FF0862_PROJECTION: PROJECTING 8 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0091 ***********************************************************************
 FF0091  DESIGNATION -  M 184
 FF0091  PID         -  FF0091
 FF0091  STATE/COUNTY-  AR/CRAIGHEAD
 FF0091  COUNTRY     -  US
 FF0091  USGS QUAD   -  CARAWAY (2017)
 FF0091
 FF0091                         *CURRENT SURVEY CONTROL
 FF0091  ______________________________________________________________________
 FF0091* NAD 83(1986) POSITION- 35 50 20.     (N) 090 21 50.     (W)   SCALED
 FF0091* NAVD 88 ORTHO HEIGHT -    70.957 (meters)      232.80  (feet) POSTED
 FF0091  ______________________________________________________________________
 FF0091  GEOID HEIGHT    -        -28.036 (meters)                     GEOID18
 FF0091  DYNAMIC HEIGHT  -         70.90  (meters)      232.6   (feet) COMP
 FF0091  MODELED GRAVITY -    979,779.4   (mgal)                       NAVD 88
 FF0091
 FF0091  VERT ORDER      -  * POSTED, SEE BELOW
 FF0091
 FF0091.The horizontal coordinates were scaled from a 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
 FF0091.* This is a POSTED BENCH MARK height.
 FF0091
 FF0091.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0091.GEOID18 height accuracy estimate available here.
 FF0091
 FF0091.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV380692(NAD 83)
 FF0091
 FF0091                          SUPERSEDED SURVEY CONTROL
 FF0091
 FF0091  NGVD 29 (11/26/84)   70.918  (m)          232.67   (f) ADJUSTED    1 2
 FF0091
 FF0091.Superseded values are not recommended for survey control.
 FF0091
 FF0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0091.See file dsdata.pdf to determine how the superseded data were derived.
 FF0091
 FF0091_MARKER: DB = BENCH MARK DISK
 FF0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0091_STAMPING: M 184 1956
 FF0091_MARK LOGO: CGS
 FF0091_PROJECTION: PROJECTING 8 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FE1855 ***********************************************************************
 FE1855  DESIGNATION -  M 185
 FE1855  PID         -  FE1855
 FE1855  STATE/COUNTY-  AR/MISSISSIPPI
 FE1855  COUNTRY     -  US
 FE1855  USGS QUAD   -  BLYTHEVILLE (2017)
 FE1855
 FE1855                         *CURRENT SURVEY CONTROL
 FE1855  ______________________________________________________________________
 FE1855* NAD 83(1986) POSITION- 35 53 01.     (N) 089 59 29.     (W)   SCALED
 FE1855* NAVD 88 ORTHO HEIGHT -    73.901 (meters)      242.46  (feet) ADJUSTED
 FE1855  ______________________________________________________________________
 FE1855  GEOID HEIGHT    -        -28.009 (meters)                     GEOID18
 FE1855  DYNAMIC HEIGHT  -         73.839 (meters)      242.25  (feet) COMP
 FE1855  MODELED GRAVITY -    979,791.1   (mgal)                       NAVD 88
 FE1855
 FE1855  VERT ORDER      -  FIRST     CLASS II
 FE1855
 FE1855.The horizontal coordinates were scaled from a map and have
 FE1855.an estimated accuracy of +/- 6 seconds.
 FE1855
 FE1855.The orthometric height was determined by differential leveling and
 FE1855.adjusted by the NATIONAL GEODETIC SURVEY
 FE1855.in June 1991.
 FE1855
 FE1855.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE1855.GEOID18 height accuracy estimate available here.
 FE1855
 FE1855.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE299751(NAD 83)
 FE1855
 FE1855                          SUPERSEDED SURVEY CONTROL
 FE1855
 FE1855  NGVD 29 (11/26/84)   73.864  (m)          242.34   (f) ADJUSTED    1 2
 FE1855
 FE1855.Superseded values are not recommended for survey control.
 FE1855
 FE1855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1855.See file dsdata.pdf to determine how the superseded data were derived.
 FE1855
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0162 ***********************************************************************
 GE0162  DESIGNATION -  M 186
 GE0162  PID         -  GE0162
 GE0162  STATE/COUNTY-  AR/GREENE
 GE0162  COUNTRY     -  US
 GE0162  USGS QUAD   -  PARAGOULD EAST (2017)
 GE0162
 GE0162                         *CURRENT SURVEY CONTROL
 GE0162  ______________________________________________________________________
 GE0162* NAD 83(1986) POSITION- 36 03 50.09   (N) 090 28 01.15   (W)   HD_HELD1
 GE0162* NAVD 88 ORTHO HEIGHT -    82.168 (meters)      269.58  (feet) ADJUSTED
 GE0162  ______________________________________________________________________
 GE0162  GEOID HEIGHT    -        -28.247 (meters)                     GEOID18
 GE0162  DYNAMIC HEIGHT  -         82.099 (meters)      269.35  (feet) COMP
 GE0162  MODELED GRAVITY -    979,795.8   (mgal)                       NAVD 88
 GE0162
 GE0162  VERT ORDER      -  FIRST     CLASS II
 GE0162
 GE0162.The horizontal coordinates were determined by differentially corrected
 GE0162.hand held GPS observations or other comparable positioning techniques
 GE0162.and have an estimated accuracy of +/- 3 meters.
 GE0162
 GE0162.The orthometric height was determined by differential leveling and
 GE0162.adjusted by the NATIONAL GEODETIC SURVEY
 GE0162.in June 1991.
 GE0162
 GE0162.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0162.GEOID18 height accuracy estimate available here.
 GE0162
 GE0162.Click photographs - Photos may exist for this station.
 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     -   193,072.3     538,101.0     MT  (+/- 3 meters HH1 GPS) 
 GE0162
 GE0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV2813394007(NAD 83)
 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
 GE0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0162.See file dsdata.pdf to determine how the superseded data were derived.
 GE0162
 GE0162_MARKER: DB = BENCH MARK DISK
 GE0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0162_STAMPING: M 186 1956
 GE0162_MARK LOGO: CGS
 GE0162_PROJECTION: PROJECTING 0 CENTIMETERS
 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 - October 30, 2012
 GE0162
 GE0162  HISTORY     - Date     Condition        Report By
 GE0162  HISTORY     - 1956     MONUMENTED       CGS
 GE0162  HISTORY     - 20020502 GOOD             USACE
 GE0162  HISTORY     - 20121001 GOOD             ASSOEN
 GE0162  HISTORY     - 20121030 GOOD             ASSOEN
 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.
 GE0162
 GE0162                          STATION RECOVERY (2012)
 GE0162
 GE0162'RECOVERY NOTE BY ASSOCIATED ENGINEERING 2012 (MPM)
 GE0162'RECOVERED AS DESCRIBED
 GE0162
 GE0162                          STATION RECOVERY (2012)
 GE0162
 GE0162'RECOVERY NOTE BY ASSOCIATED ENGINEERING 2012 (MPM)
 GE0162'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DG5285 ***********************************************************************
 DG5285  DESIGNATION -  M 186X
 DG5285  PID         -  DG5285
 DG5285  STATE/COUNTY-  AR/GREENE
 DG5285  COUNTRY     -  US
 DG5285  USGS QUAD   -  PARAGOULD EAST (2017)
 DG5285
 DG5285                         *CURRENT SURVEY CONTROL
 DG5285  ______________________________________________________________________
 DG5285* NAD 83(2011) POSITION- 36 03 50.63164(N) 090 28 02.29495(W)   ADJUSTED
 DG5285* NAD 83(2011) ELLIP HT-    53.912 (meters)        (06/27/12)   ADJUSTED
 DG5285* NAD 83(2011) EPOCH   -  2010.00
 DG5285* NAVD 88 ORTHO HEIGHT -    82.16  (meters)      269.6   (feet) LEVELING
 DG5285  ______________________________________________________________________
 DG5285  GEOID HEIGHT    -        -28.247 (meters)                     GEOID18
 DG5285  NAD 83(2011) X  -    -42,099.650 (meters)                     COMP
 DG5285  NAD 83(2011) Y  - -5,161,689.157 (meters)                     COMP
 DG5285  NAD 83(2011) Z  -  3,733,972.017 (meters)                     COMP
 DG5285  LAPLACE CORR    -         -0.75  (seconds)                    DEFLEC18
 DG5285  VERT ORDER      -  THIRD ?
 DG5285
 DG5285  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG5285  Standards:
 DG5285         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG5285            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG5285  -------------------------------------------------------------------
 DG5285  NETWORK    1.31   1.78           0.56   0.51   0.91     -0.14841039
 DG5285  -------------------------------------------------------------------
 DG5285  Click here for local accuracies and other accuracy information.
 DG5285
 DG5285.The horizontal coordinates were established by GPS observations
 DG5285.and adjusted by the National Geodetic Survey in June 2012.
 DG5285
 DG5285.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG5285.been affixed to the stable North American tectonic plate. See 
 DG5285.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG5285
 DG5285.The horizontal coordinates are valid at the epoch date displayed above
 DG5285.which is a decimal equivalence of Year/Month/Day.
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG5285.GEOID18 height accuracy estimate available here.
 DG5285
 DG5285.Click photographs - Photos may exist for this station.
 DG5285
 DG5285.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5285
 DG5285.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG5285
 DG5285.The ellipsoidal height was determined by GPS observations
 DG5285.and is referenced to NAD 83.
 DG5285
 DG5285. The following values were computed from the NAD 83(2011) position.
 DG5285
 DG5285;                    North         East     Units Scale Factor Converg.
 DG5285;SPC AR N     -   193,088.546   538,072.060   MT  0.99997092   +0 53 30.7
 DG5285;SPC AR N     -   633,491.34  1,765,324.75   sFT  0.99997092   +0 53 30.7
 DG5285;UTM  15      - 3,994,023.192   728,104.085   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  =   1.00023270
 DG5285
 DG5285_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV2810494023(NAD 83)
 DG5285
 DG5285                          SUPERSEDED SURVEY CONTROL
 DG5285
 DG5285  NAD 83(2007)-  36 03 50.63162(N)    090 28 02.29600(W) AD(2002.00) 0
 DG5285  ELLIP H (02/10/07)   53.932  (m)                       GP(2002.00)    
 DG5285  NAD 83(1997)-  36 03 50.63158(N)    090 28 02.29579(W) AD(       ) B
 DG5285  ELLIP H (04/05/04)   53.928  (m)                       GP(       ) 3 2
 DG5285
 DG5285.Superseded values are not recommended for survey control.
 DG5285
 DG5285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5285.See file dsdata.pdf to determine how the superseded data were derived.
 DG5285
 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 16, 2009
 DG5285_ROD/PIPE-DEPTH: 2.1 meters
 DG5285
 DG5285  HISTORY     - Date     Condition        Report By
 DG5285  HISTORY     - 20020617 MONUMENTED       EMCINC
 DG5285  HISTORY     - 20090616 GOOD             NGS
 DG5285
 DG5285                          STATION DESCRIPTION
 DG5285
 DG5285'DESCRIBED BY EMC INCORPORATED 2002 (WB)
 DG5285'THE MARK IS LOCATED IN PARAGOULD, ARKANSAS.
 DG5285'
 DG5285'TO REACH THE MARK FROM THE INTERSECTION OF U.S. 49 AND U.S. HIGHWAY
 DG5285'412 IN PARAGOULD, ARKANSAS GO EAST ON U.S. 412 FOR 3.46 KILOMETERS
 DG5285'(2.15 MILES) TO SOUTH SIXTEENTH STREET ON THE LEFT. THENCE NORTH ON
 DG5285'SOUTH SIXTEENTH STREET 0.40 KILOMETERS (0.25 MILES) TO THE
 DG5285'INTERSECTION WITH EAST COURT STREET, THENCE WEST ON EAST COURT STREET
 DG5285'0.08 KILOMETERS (0.05 MILES) TO NORTH FIFTEENTH STREET ON THE RIGHT.
 DG5285'THENCE NORTH ON NORTH FIFTEENTH STREET 0.80 KILOMETERS (0.5 MILES) TO
 DG5285'NORTH-END AVENUE ON THE LEFT. THENCE WEST ON NORTH-END AVENUE 45.0
 DG5285'METERS (148.0 FEET) TO THE MARK ON THE RIGHT ON THE NORTH SHOULDER OF
 DG5285'NORTH-END AVENUE.
 DG5285'
 DG5285'THE MARK IS 7.0 METERS (23.0 FEET) NORTH OF THE CENTER OF NORTH-END
 DG5285'AVENUE, 45.3 METERS (148.3 FEET) WEST, NORTHWEST OF THE CENTERLINE
 DG5285'INTERSECTION OF NORTH-END AVENUE AND NORTH FIFTEENTH STREET, AND 34.2
 DG5285'METERS (112.2 FEET) NORTHWEST OF BENCHMARK M 186.
 DG5285'
 DG5285'THE MARK IS A MEMPHIS DISTRICT CORPS OF ENGINEERS ALUMINUM CAP SET ON
 DG5285'AN ALUMINUM ROD, RECESSED 0.1 METERS (0.3 FEET) BELOW GROUND.
 DG5285
 DG5285                          STATION RECOVERY (2009)
 DG5285
 DG5285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2009
 DG5285'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GE0116 ***********************************************************************
 GE0116  DESIGNATION -  M 187
 GE0116  PID         -  GE0116
 GE0116  STATE/COUNTY-  AR/GREENE
 GE0116  COUNTRY     -  US
 GE0116  USGS QUAD   -  PARAGOULD EAST (2017)
 GE0116
 GE0116                         *CURRENT SURVEY CONTROL
 GE0116  ______________________________________________________________________
 GE0116* NAD 83(1986) POSITION- 36 04 23.     (N) 090 28 23.     (W)   SCALED
 GE0116* NAVD 88 ORTHO HEIGHT -    82.908 (meters)      272.01  (feet) ADJUSTED
 GE0116  ______________________________________________________________________
 GE0116  GEOID HEIGHT    -        -28.251 (meters)                     GEOID18
 GE0116  DYNAMIC HEIGHT  -         82.839 (meters)      271.78  (feet) COMP
 GE0116  MODELED GRAVITY -    979,796.2   (mgal)                       NAVD 88
 GE0116
 GE0116  VERT ORDER      -  FIRST     CLASS II
 GE0116
 GE0116.The horizontal coordinates were scaled from a map and have
 GE0116.an estimated accuracy of +/- 6 seconds.
 GE0116
 GE0116.The orthometric height was determined by differential leveling and
 GE0116.adjusted by the NATIONAL GEODETIC SURVEY
 GE0116.in June 1991.
 GE0116
 GE0116.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0116.GEOID18 height accuracy estimate available here.
 GE0116
 GE0116.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV275950(NAD 83)
 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
 GE0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0116.See file dsdata.pdf to determine how the superseded data were derived.
 GE0116
 GE0116_MARKER: DB = BENCH MARK DISK
 GE0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0116_STAMPING: M 187 1956
 GE0116_MARK LOGO: CGS
 GE0116_PROJECTION: PROJECTING 10 CENTIMETERS
 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 - December 02, 2017
 GE0116
 GE0116  HISTORY     - Date     Condition        Report By
 GE0116  HISTORY     - 1956     MONUMENTED       CGS
 GE0116  HISTORY     - 20020502 GOOD             USACE
 GE0116  HISTORY     - 20030513 GOOD             JCLS
 GE0116  HISTORY     - 20081021 GOOD             ARHD
 GE0116  HISTORY     - 20100321 GOOD             JCLS
 GE0116  HISTORY     - 20121001 GOOD             ASSOEN
 GE0116  HISTORY     - 20160614 GOOD             JCLS
 GE0116  HISTORY     - 20171202 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.
 GE0116
 GE0116                          STATION RECOVERY (2008)
 GE0116
 GE0116'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2008 (WDA)
 GE0116'22.5 FEET WEST OF A CARSONITE WITNESS POST
 GE0116'39.4 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A 1 STORY HOUSE
 GE0116
 GE0116                          STATION RECOVERY (2010)
 GE0116
 GE0116'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2010 (DM)
 GE0116'RECOVERED IN GOOD CONDITION.
 GE0116
 GE0116                          STATION RECOVERY (2012)
 GE0116
 GE0116'RECOVERY NOTE BY ASSOCIATED ENGINEERING 2012 (MPM)
 GE0116'RECOVERED AS DESCRIBED
 GE0116
 GE0116                          STATION RECOVERY (2016)
 GE0116
 GE0116'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2016 (MRY)
 GE0116'RECOVERED IN GOOD CONDITION.
 GE0116
 GE0116                          STATION RECOVERY (2017)
 GE0116
 GE0116'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2017 (MRY)
 GE0116'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GE0130 ***********************************************************************
 GE0130  DESIGNATION -  M 188
 GE0130  PID         -  GE0130
 GE0130  STATE/COUNTY-  AR/GREENE
 GE0130  COUNTRY     -  US
 GE0130  USGS QUAD   -  MARMADUKE (2017)
 GE0130
 GE0130                         *CURRENT SURVEY CONTROL
 GE0130  ______________________________________________________________________
 GE0130* NAD 83(1986) POSITION- 36 07 47.     (N) 090 29 32.     (W)   SCALED
 GE0130* NAVD 88 ORTHO HEIGHT -    93.155 (meters)      305.63  (feet) ADJUSTED
 GE0130  ______________________________________________________________________
 GE0130  GEOID HEIGHT    -        -28.278 (meters)                     GEOID18
 GE0130  DYNAMIC HEIGHT  -         93.077 (meters)      305.37  (feet) COMP
 GE0130  MODELED GRAVITY -    979,799.2   (mgal)                       NAVD 88
 GE0130
 GE0130  VERT ORDER      -  FIRST     CLASS II
 GE0130
 GE0130.The horizontal coordinates were scaled from a map and have
 GE0130.an estimated accuracy of +/- 6 seconds.
 GE0130
 GE0130.The orthometric height was determined by differential leveling and
 GE0130.adjusted by the NATIONAL GEODETIC SURVEY
 GE0130.in June 1991.
 GE0130
 GE0130.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0130.GEOID18 height accuracy estimate available here.
 GE0130
 GE0130.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA256012(NAD 83)
 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
 GE0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0130.See file dsdata.pdf to determine how the superseded data were derived.
 GE0130
 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_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FE1843 ***********************************************************************
 FE1843  DESIGNATION -  M 189
 FE1843  PID         -  FE1843
 FE1843  STATE/COUNTY-  AR/MISSISSIPPI
 FE1843  COUNTRY     -  US
 FE1843  USGS QUAD   -  BLYTHEVILLE (2017)
 FE1843
 FE1843                         *CURRENT SURVEY CONTROL
 FE1843  ______________________________________________________________________
 FE1843* NAD 83(1986) POSITION- 35 57 30.     (N) 089 57 52.     (W)   SCALED
 FE1843* NAVD 88 ORTHO HEIGHT -    76.257 (meters)      250.19  (feet) ADJUSTED
 FE1843  ______________________________________________________________________
 FE1843  GEOID HEIGHT    -        -28.172 (meters)                     GEOID18
 FE1843  DYNAMIC HEIGHT  -         76.193 (meters)      249.98  (feet) COMP
 FE1843  MODELED GRAVITY -    979,791.4   (mgal)                       NAVD 88
 FE1843
 FE1843  VERT ORDER      -  SECOND    CLASS I
 FE1843
 FE1843.This mark is at Arkansas Int Airport (BYH)
 FE1843
 FE1843.The horizontal coordinates were scaled from a map and have
 FE1843.an estimated accuracy of +/- 6 seconds.
 FE1843
 FE1843.The orthometric height was determined by differential leveling and
 FE1843.adjusted by the NATIONAL GEODETIC SURVEY
 FE1843.in September 2024.
 FE1843
 FE1843.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE1843.GEOID18 height accuracy estimate available here.
 FE1843
 FE1843.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE326833(NAD 83)
 FE1843
 FE1843                          SUPERSEDED SURVEY CONTROL
 FE1843
 FE1843  NAVD 88 (06/15/91)   76.282  (m)          250.27   (f) SUPERSEDED  1 2
 FE1843  NGVD 29 (11/26/84)   76.233  (m)          250.11   (f) ADJUSTED    1 2
 FE1843
 FE1843.Superseded values are not recommended for survey control.
 FE1843
 FE1843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1843.See file dsdata.pdf to determine how the superseded data were derived.
 FE1843
 FE1843_MARKER: DB = BENCH MARK DISK
 FE1843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1843_STAMPING: M 189 1956
 FE1843_MARK LOGO: CGS
 FE1843_PROJECTION: PROJECTING 10 CENTIMETERS
 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 - July 28, 2024
 FE1843
 FE1843  HISTORY     - Date     Condition        Report By
 FE1843  HISTORY     - 1956     MONUMENTED       CGS
 FE1843  HISTORY     - 20020320 GOOD             USACE
 FE1843  HISTORY     - 20240728 GOOD             ARHD
 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.
 FE1843
 FE1843                          STATION RECOVERY (2024)
 FE1843
 FE1843'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (JDH)
 FE1843'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DG5286 ***********************************************************************
 DG5286  DESIGNATION -  M 189 X
 DG5286  PID         -  DG5286
 DG5286  STATE/COUNTY-  AR/MISSISSIPPI
 DG5286  COUNTRY     -  US
 DG5286  USGS QUAD   -  BLYTHEVILLE (2017)
 DG5286
 DG5286                         *CURRENT SURVEY CONTROL
 DG5286  ______________________________________________________________________
 DG5286* NAD 83(2011) POSITION- 35 57 33.16452(N) 089 57 51.34929(W)   ADJUSTED
 DG5286* NAD 83(2011) ELLIP HT-    47.790 (meters)        (06/27/12)   ADJUSTED
 DG5286* NAD 83(2011) EPOCH   -  2010.00
 DG5286* NAVD 88 ORTHO HEIGHT -    75.977 (meters)      249.27  (feet) ADJUSTED
 DG5286  ______________________________________________________________________
 DG5286  GEOID HEIGHT    -        -28.174 (meters)                     GEOID18
 DG5286  NAD 83(2011) X  -      3,223.800 (meters)                     COMP
 DG5286  NAD 83(2011) Y  - -5,168,695.315 (meters)                     COMP
 DG5286  NAD 83(2011) Z  -  3,724,557.392 (meters)                     COMP
 DG5286  LAPLACE CORR    -         -0.11  (seconds)                    DEFLEC18
 DG5286  DYNAMIC HEIGHT  -         75.913 (meters)      249.06  (feet) COMP
 DG5286  MODELED GRAVITY -    979,791.4   (mgal)                       NAVD 88
 DG5286
 DG5286  VERT ORDER      -  SECOND    CLASS I
 DG5286
 DG5286  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG5286  Standards:
 DG5286         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG5286            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG5286  -------------------------------------------------------------------
 DG5286  NETWORK    1.39   1.49           0.62   0.50   0.76      0.05138630
 DG5286  -------------------------------------------------------------------
 DG5286  Click here for local accuracies and other accuracy information.
 DG5286
 DG5286.The horizontal coordinates were established by GPS observations
 DG5286.and adjusted by the National Geodetic Survey in June 2012.
 DG5286
 DG5286.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG5286.been affixed to the stable North American tectonic plate. See 
 DG5286.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG5286
 DG5286.The horizontal coordinates are valid at the epoch date displayed above
 DG5286.which is a decimal equivalence of Year/Month/Day.
 DG5286
 DG5286.The orthometric height was determined by differential leveling and
 DG5286.adjusted by the NATIONAL GEODETIC SURVEY
 DG5286.in September 2024.
 DG5286
 DG5286.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG5286.GEOID18 height accuracy estimate available here.
 DG5286
 DG5286.Click photographs - Photos may exist for this station.
 DG5286
 DG5286.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5286
 DG5286.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG5286
 DG5286.The ellipsoidal height was determined by GPS observations
 DG5286.and is referenced to NAD 83.
 DG5286
 DG5286.The dynamic height is computed by dividing the NAVD 88
 DG5286.geopotential number by the normal gravity value computed on the
 DG5286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5286.degrees latitude (g = 980.6199 gals.).
 DG5286
 DG5286.The modeled gravity was interpolated from observed gravity values.
 DG5286
 DG5286. The following values were computed from the NAD 83(2011) position.
 DG5286
 DG5286;                    North         East     Units Scale Factor Converg.
 DG5286;SPC AR N     -   182,278.303   583,623.037   MT  0.99995729   +1 11 04.5
 DG5286;SPC AR N     -   598,024.73  1,914,769.91   sFT  0.99995729   +1 11 04.5
 DG5286;UTM  16      - 3,983,487.476   232,663.132   MT  1.00048073   -1 44 30.0
 DG5286;UTM  15      - 3,983,685.903   773,784.605   MT  1.00052374   +1 47 01.4
 DG5286
 DG5286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5286!SPC AR N     -   0.99999250  x   0.99995729  =   0.99994979
 DG5286!UTM  16      -   0.99999250  x   1.00048073  =   1.00047323
 DG5286!UTM  15      -   0.99999250  x   1.00052374  =   1.00051624
 DG5286
 DG5286_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3266383487(NAD 83)
 DG5286
 DG5286                          SUPERSEDED SURVEY CONTROL
 DG5286
 DG5286  NAD 83(2007)-  35 57 33.16455(N)    089 57 51.35020(W) AD(2002.00) 0
 DG5286  ELLIP H (02/10/07)   47.816  (m)                       GP(2002.00)    
 DG5286  NAD 83(1997)-  35 57 33.16437(N)    089 57 51.34997(W) AD(       ) B
 DG5286  ELLIP H (04/05/04)   47.823  (m)                       GP(       ) 4 2
 DG5286  NAVD 88              75.99   (m)          249.3    (f) LEVELING    3  
 DG5286
 DG5286.Superseded values are not recommended for survey control.
 DG5286
 DG5286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5286.See file dsdata.pdf to determine how the superseded data were derived.
 DG5286
 DG5286_MARKER: DD = SURVEY DISK
 DG5286_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DG5286_SP_SET: CURB
 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 28, 2024
 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  HISTORY     - 20240728 GOOD             ARHD
 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.
 DG5286'
 DG5286'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 18 AND STATE
 DG5286'ROAD 151 ON THE WEST EDGE OF BLYTHVILLE, ARKANSAS GO NORTHWEST ON
 DG5286'STATE ROAD 151, 5.16 KILOMETERS (3.2 MILES) TO MEMORIAL DRIVE ON THE
 DG5286'RIGHT AT THE MAIN ENTRANCE TO THE BLYTHVILLE-GOSNELL REGIONAL AIRPORT.
 DG5286'THENCE RIGHT (EAST) ON MEMORIAL DRIVE 0.08 KILOMETERS (0.05 MILES) TO
 DG5286'THE MARK ON THE LEFT, IN THE SOUTH END OF A MEDIAN BETWEEN TRAFFIC
 DG5286'LANES.
 DG5286'
 DG5286'THE MARK IS 35.7 METERS (117.2 FEET) NORTH OF BENCHMARK M 189, 28.5
 DG5286'METERS (93.5 FEET) EAST, NORTHEAST OF THE EAST END OF THE SOUTH
 DG5286'HEADWALL OF A CONCRETE BOX CULVERT UNDER MEMORIAL DRIVE, 33.0 METERS
 DG5286'(108.3 FEET) SOUTHWEST OF A POWER POLE WITH A TRANSFORMER AND LIGHT
 DG5286'AND 0.5 METERS (1.6 FEET) WEST OF A CARSONITE WITNESS POST SET IN THE
 DG5286'MEDIAN ON MEMORIAL DRIVE.
 DG5286'
 DG5286'THE MARK IS A U.S. ARMY CORPS OF ENGINEERS BRONZE DISC SET FLUSH WITH
 DG5286'THE TOP OF A CONCRETE CURB IN THE MEDIAN ON MEMORIAL DRIVE.
 DG5286
 DG5286                          STATION RECOVERY (2003)
 DG5286
 DG5286'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 DG5286'RECOVERED AS DESCRIBED.
 DG5286
 DG5286                          STATION RECOVERY (2024)
 DG5286
 DG5286'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (JDH)
 DG5286'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0859 ***********************************************************************
 FG0859  DESIGNATION -  M 19
 FG0859  PID         -  FG0859
 FG0859  STATE/COUNTY-  AR/JOHNSON
 FG0859  COUNTRY     -  US
 FG0859  USGS QUAD   -  LUDWIG (2017)
 FG0859
 FG0859                         *CURRENT SURVEY CONTROL
 FG0859  ______________________________________________________________________
 FG0859* NAD 83(1986) POSITION- 35 31 34.     (N) 093 25 40.     (W)   SCALED
 FG0859* NAVD 88 ORTHO HEIGHT -   199.797 (meters)      655.50  (feet) ADJUSTED
 FG0859  ______________________________________________________________________
 FG0859  GEOID HEIGHT    -        -28.868 (meters)                     GEOID18
 FG0859  DYNAMIC HEIGHT  -        199.612 (meters)      654.89  (feet) COMP
 FG0859  MODELED GRAVITY -    979,703.4   (mgal)                       NAVD 88
 FG0859
 FG0859  VERT ORDER      -  SECOND    CLASS 0
 FG0859
 FG0859.The horizontal coordinates were scaled from a map and have
 FG0859.an estimated accuracy of +/- 6 seconds.
 FG0859
 FG0859.The orthometric height was determined by differential leveling and
 FG0859.adjusted by the NATIONAL GEODETIC SURVEY
 FG0859.in June 1991.
 FG0859
 FG0859.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0859.GEOID18 height accuracy estimate available here.
 FG0859
 FG0859.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV612314(NAD 83)
 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
 FG0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0859.See file dsdata.pdf to determine how the superseded data were derived.
 FG0859
 FG0859_MARKER: DB = BENCH MARK DISK
 FG0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0859_STAMPING: M 19 1932
 FG0859_MARK LOGO: CGS
 FG0859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0859+STABILITY: SURFACE MOTION
 FG0859
 FG0859  HISTORY     - Date     Condition        Report By
 FG0859  HISTORY     - 1932     MONUMENTED       CGS
 FG0859  HISTORY     - 1935     GOOD             CGS
 FG0859  HISTORY     - 1971     GOOD             USFS
 FG0859
 FG0859                          STATION DESCRIPTION
 FG0859
 FG0859'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1439 ***********************************************************************
 EJ1439  DESIGNATION -  M 19
 EJ1439  PID         -  EJ1439
 EJ1439  STATE/COUNTY-  AR/MONTGOMERY
 EJ1439  COUNTRY     -  US
 EJ1439  USGS QUAD   -  BIG FORK (2017)
 EJ1439
 EJ1439                         *CURRENT SURVEY CONTROL
 EJ1439  ______________________________________________________________________
 EJ1439* NAD 83(1986) POSITION- 34 22 51.31   (N) 093 53 07.13   (W)   HD_HELD1
 EJ1439* NAVD 88 ORTHO HEIGHT -   285.793 (meters)      937.64  (feet) ADJUSTED
 EJ1439  ______________________________________________________________________
 EJ1439  GEOID HEIGHT    -        -28.232 (meters)                     GEOID18
 EJ1439  DYNAMIC HEIGHT  -        285.497 (meters)      936.67  (feet) COMP
 EJ1439  MODELED GRAVITY -    979,591.2   (mgal)                       NAVD 88
 EJ1439
 EJ1439  VERT ORDER      -  SECOND    CLASS 0
 EJ1439
 EJ1439.The horizontal coordinates were determined by differentially corrected
 EJ1439.hand held GPS observations or other comparable positioning techniques
 EJ1439.and have an estimated accuracy of +/- 3 meters.
 EJ1439
 EJ1439.The orthometric height was determined by differential leveling and
 EJ1439.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1439.in June 1991.
 EJ1439
 EJ1439.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1439.GEOID18 height accuracy estimate available here.
 EJ1439
 EJ1439.Click photographs - Photos may exist for this station.
 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     -   591,729.9     226,627.8     MT  (+/- 3 meters HH1 GPS) 
 EJ1439
 EJ1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU1860804747(NAD 83)
 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
 EJ1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1439.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1439
 EJ1439_MARKER: DB = BENCH MARK DISK
 EJ1439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1439_STAMPING: M 19 1934
 EJ1439_MARK LOGO: CGS
 EJ1439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1439+STABILITY: SURFACE MOTION
 EJ1439
 EJ1439  HISTORY     - Date     Condition        Report By
 EJ1439  HISTORY     - 1934     MONUMENTED       CGS
 EJ1439  HISTORY     - 1935     GOOD             CGS
 EJ1439  HISTORY     - 1961     MARK NOT FOUND   CGS
 EJ1439
 EJ1439                          STATION DESCRIPTION
 EJ1439
 EJ1439'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1961
 EJ1439'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GE0219 ***********************************************************************
 GE0219  DESIGNATION -  M 190
 GE0219  PID         -  GE0219
 GE0219  STATE/COUNTY-  AR/GREENE
 GE0219  COUNTRY     -  US
 GE0219  USGS QUAD   -  KNOBEL (2017)
 GE0219
 GE0219                         *CURRENT SURVEY CONTROL
 GE0219  ______________________________________________________________________
 GE0219* NAD 83(1986) POSITION- 36 15 49.     (N) 090 34 01.     (W)   SCALED
 GE0219* NAVD 88 ORTHO HEIGHT -    87.087 (meters)      285.72  (feet) ADJUSTED
 GE0219  ______________________________________________________________________
 GE0219  GEOID HEIGHT    -        -28.422 (meters)                     GEOID18
 GE0219  DYNAMIC HEIGHT  -         87.016 (meters)      285.49  (feet) COMP
 GE0219  MODELED GRAVITY -    979,817.9   (mgal)                       NAVD 88
 GE0219
 GE0219  VERT ORDER      -  FIRST     CLASS II
 GE0219
 GE0219.The horizontal coordinates were scaled from a map and have
 GE0219.an estimated accuracy of +/- 6 seconds.
 GE0219
 GE0219.The orthometric height was determined by differential leveling and
 GE0219.adjusted by the NATIONAL GEODETIC SURVEY
 GE0219.in June 1991.
 GE0219
 GE0219.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0219.GEOID18 height accuracy estimate available here.
 GE0219
 GE0219.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA185159(NAD 83)
 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
 GE0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0219.See file dsdata.pdf to determine how the superseded data were derived.
 GE0219
 GE0219_MARKER: DB = BENCH MARK DISK
 GE0219_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GE0219_STAMPING: M 190 1956
 GE0219_MARK LOGO: CGS
 GE0219_PROJECTION: FLUSH
 GE0219_MAGNETIC: I = MARKER IS A STEEL ROD
 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 = MARCH 20, 2026 22:17:28 EDT
 DL0389 ***********************************************************************
 DL0389  DESIGNATION -  M 192 X
 DL0389  PID         -  DL0389
 DL0389  STATE/COUNTY-  AR/CLARK
 DL0389  COUNTRY     -  US
 DL0389  USGS QUAD   -  CURTIS (2017)
 DL0389
 DL0389                         *CURRENT SURVEY CONTROL
 DL0389  ______________________________________________________________________
 DL0389* NAD 83(1986) POSITION- 33 57 13.     (N) 093 07 11.     (W)   SCALED
 DL0389* NAVD 88 ORTHO HEIGHT -    59.640 (meters)      195.67  (feet) ADJUSTED
 DL0389  ______________________________________________________________________
 DL0389  GEOID HEIGHT    -        -26.719 (meters)                     GEOID18
 DL0389  DYNAMIC HEIGHT  -         59.580 (meters)      195.47  (feet) COMP
 DL0389  MODELED GRAVITY -    979,629.2   (mgal)                       NAVD 88
 DL0389
 DL0389  VERT ORDER      -  FIRST     CLASS II
 DL0389
 DL0389.The horizontal coordinates were scaled from a map and have
 DL0389.an estimated accuracy of +/- 6 seconds.
 DL0389
 DL0389.The orthometric height was determined by differential leveling and
 DL0389.adjusted by the NATIONAL GEODETIC SURVEY
 DL0389.in June 1991.
 DL0389
 DL0389.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0389.GEOID18 height accuracy estimate available here.
 DL0389
 DL0389.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT889570(NAD 83)
 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
 DL0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0389.See file dsdata.pdf to determine how the superseded data were derived.
 DL0389
 DL0389_MARKER: DB = BENCH MARK DISK
 DL0389_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL0389_SP_SET: BOX CULVERT HEADWALL
 DL0389_STAMPING: M 192 X 1959
 DL0389_MARK LOGO: CGS
 DL0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0389+STABILITY: SURFACE MOTION
 DL0389
 DL0389  HISTORY     - Date     Condition        Report By
 DL0389  HISTORY     - 1959     MONUMENTED       CGS
 DL0389  HISTORY     - 1960     GOOD             CGS
 DL0389
 DL0389                          STATION DESCRIPTION
 DL0389
 DL0389'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DL0329 ***********************************************************************
 DL0329  DESIGNATION -  M 196
 DL0329  PID         -  DL0329
 DL0329  STATE/COUNTY-  AR/OUACHITA
 DL0329  COUNTRY     -  US
 DL0329  USGS QUAD   -  CAMDEN (2017)
 DL0329
 DL0329                         *CURRENT SURVEY CONTROL
 DL0329  ______________________________________________________________________
 DL0329* NAD 83(1986) POSITION- 33 31 46.     (N) 092 48 12.     (W)   SCALED
 DL0329* NAVD 88 ORTHO HEIGHT -    41.284 (meters)      135.45  (feet) ADJUSTED
 DL0329  ______________________________________________________________________
 DL0329  GEOID HEIGHT    -        -26.274 (meters)                     GEOID18
 DL0329  DYNAMIC HEIGHT  -         41.242 (meters)      135.31  (feet) COMP
 DL0329  MODELED GRAVITY -    979,599.7   (mgal)                       NAVD 88
 DL0329
 DL0329  VERT ORDER      -  FIRST     CLASS II
 DL0329
 DL0329.The horizontal coordinates were scaled from a map and have
 DL0329.an estimated accuracy of +/- 6 seconds.
 DL0329
 DL0329.The orthometric height was determined by differential leveling and
 DL0329.adjusted by the NATIONAL GEODETIC SURVEY
 DL0329.in June 1991.
 DL0329
 DL0329.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0329.GEOID18 height accuracy estimate available here.
 DL0329
 DL0329.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT182100(NAD 83)
 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
 DL0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0329.See file dsdata.pdf to determine how the superseded data were derived.
 DL0329
 DL0329_MARKER: DB = BENCH MARK DISK
 DL0329_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL0329_STAMPING: M 196 1960
 DL0329_MARK LOGO: CGS
 DL0329_MAGNETIC: I = MARKER IS A STEEL ROD
 DL0329_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0329_ROD/PIPE-DEPTH: 12.2 meters
 DL0329
 DL0329  HISTORY     - Date     Condition        Report By
 DL0329  HISTORY     - 1960     MONUMENTED       CGS
 DL0329  HISTORY     - 1964     GOOD             CGS
 DL0329  HISTORY     - 20090610 MARK NOT FOUND   ARHD
 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 COAST AND GEODETIC SURVEY 1964
 DL0329'RECOVERED IN GOOD CONDITION.
 DL0329
 DL0329                          STATION RECOVERY (2009)
 DL0329
 DL0329'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2009 (ST)
 DL0329'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0223 ***********************************************************************
 DL0223  DESIGNATION -  M 198
 DL0223  PID         -  DL0223
 DL0223  STATE/COUNTY-  AR/UNION
 DL0223  COUNTRY     -  US
 DL0223  USGS QUAD   -  SMACKOVER (2017)
 DL0223
 DL0223                         *CURRENT SURVEY CONTROL
 DL0223  ______________________________________________________________________
 DL0223* NAD 83(1986) POSITION- 33 19 50.     (N) 092 39 43.     (W)   SCALED
 DL0223* NAVD 88 ORTHO HEIGHT -    48.514 (meters)      159.17  (feet) ADJUSTED
 DL0223  ______________________________________________________________________
 DL0223  GEOID HEIGHT    -        -26.285 (meters)                     GEOID18
 DL0223  DYNAMIC HEIGHT  -         48.463 (meters)      159.00  (feet) COMP
 DL0223  MODELED GRAVITY -    979,580.3   (mgal)                       NAVD 88
 DL0223
 DL0223  VERT ORDER      -  FIRST     CLASS II
 DL0223
 DL0223.The horizontal coordinates were scaled from a map and have
 DL0223.an estimated accuracy of +/- 6 seconds.
 DL0223
 DL0223.The orthometric height was determined by differential leveling and
 DL0223.adjusted by the NATIONAL GEODETIC SURVEY
 DL0223.in June 1991.
 DL0223
 DL0223.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0223.GEOID18 height accuracy estimate available here.
 DL0223
 DL0223.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS314879(NAD 83)
 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
 DL0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0223.See file dsdata.pdf to determine how the superseded data were derived.
 DL0223
 DL0223_MARKER: DB = BENCH MARK DISK
 DL0223_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL0223_STAMPING: M 198 1960
 DL0223_MARK LOGO: CGS
 DL0223_MAGNETIC: I = MARKER IS A STEEL ROD
 DL0223_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0223_ROD/PIPE-DEPTH: 24.4 meters
 DL0223
 DL0223  HISTORY     - Date     Condition        Report By
 DL0223  HISTORY     - 1960     MONUMENTED       CGS
 DL0223  HISTORY     - 1964     GOOD             CGS
 DL0223  HISTORY     - 20110421 MARK NOT FOUND   ARHD
 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 COAST AND GEODETIC SURVEY 1964
 DL0223'RECOVERED IN GOOD CONDITION.
 DL0223
 DL0223                          STATION RECOVERY (2011)
 DL0223
 DL0223'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (SES)
 DL0223'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0843 ***********************************************************************
 DL0843  DESIGNATION -  M 199
 DL0843  PID         -  DL0843
 DL0843  STATE/COUNTY-  AR/LAFAYETTE
 DL0843  COUNTRY     -  US
 DL0843  USGS QUAD   -  BRADLEY (2017)
 DL0843
 DL0843                         *CURRENT SURVEY CONTROL
 DL0843  ______________________________________________________________________
 DL0843* NAD 83(1986) POSITION- 33 07 16.     (N) 093 43 25.     (W)   SCALED
 DL0843* NAVD 88 ORTHO HEIGHT -    65.072 (meters)      213.49  (feet) ADJUSTED
 DL0843  ______________________________________________________________________
 DL0843  GEOID HEIGHT    -        -26.526 (meters)                     GEOID18
 DL0843  DYNAMIC HEIGHT  -         65.001 (meters)      213.26  (feet) COMP
 DL0843  MODELED GRAVITY -    979,550.1   (mgal)                       NAVD 88
 DL0843
 DL0843  VERT ORDER      -  FIRST     CLASS II
 DL0843
 DL0843.The horizontal coordinates were scaled from a map and have
 DL0843.an estimated accuracy of +/- 6 seconds.
 DL0843
 DL0843.The orthometric height was determined by differential leveling and
 DL0843.adjusted by the NATIONAL GEODETIC SURVEY
 DL0843.in June 1991.
 DL0843
 DL0843.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0843.GEOID18 height accuracy estimate available here.
 DL0843
 DL0843.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS324649(NAD 83)
 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
 DL0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0843.See file dsdata.pdf to determine how the superseded data were derived.
 DL0843
 DL0843_MARKER: DB = BENCH MARK DISK
 DL0843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0843_STAMPING: M 199 1960
 DL0843_MARK LOGO: CGS
 DL0843_PROJECTION: PROJECTING 15 CENTIMETERS
 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             CGS
 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 COAST AND GEODETIC SURVEY 1963
 DL0843'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GE0487 ***********************************************************************
 GE0487  DESIGNATION -  M 2 RESET
 GE0487  PID         -  GE0487
 GE0487  STATE/COUNTY-  AR/LAWRENCE
 GE0487  COUNTRY     -  US
 GE0487  USGS QUAD   -  BLACK ROCK (2017)
 GE0487
 GE0487                         *CURRENT SURVEY CONTROL
 GE0487  ______________________________________________________________________
 GE0487* NAD 83(1986) POSITION- 36 06 14.     (N) 091 05 35.     (W)   SCALED
 GE0487* NAVD 88 ORTHO HEIGHT -    78.74  (meters)      258.3   (feet) RESET
 GE0487  ______________________________________________________________________
 GE0487  GEOID HEIGHT    -        -28.149 (meters)                     GEOID18
 GE0487  VERT ORDER      -  THIRD
 GE0487
 GE0487.The horizontal coordinates were scaled from a map and have
 GE0487.an estimated accuracy of +/- 6 seconds.
 GE0487
 GE0487.The orthometric height was computed from unverified reset data.
 GE0487
 GE0487.No vertical observational check was made to the station.
 GE0487
 GE0487.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0487.GEOID18 height accuracy estimate available here.
 GE0487
 GE0487.Click photographs - Photos may exist for this station.
 GE0487
 GE0487;                    North         East    Units  Estimated Accuracy
 GE0487;SPC AR N     -   196,810.      481,660.      MT  (+/- 180 meters Scaled)
 GE0487
 GE0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV716971(NAD 83)
 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
 GE0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0487.See file dsdata.pdf to determine how the superseded data were derived.
 GE0487
 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 = MARCH 20, 2026 22:17:28 EDT
 FH0125 ***********************************************************************
 FH0125  DESIGNATION -  M 20
 FH0125  PID         -  FH0125
 FH0125  STATE/COUNTY-  AR/SEBASTIAN
 FH0125  COUNTRY     -  US
 FH0125  USGS QUAD   -  HUNTINGTON (2017)
 FH0125
 FH0125                         *CURRENT SURVEY CONTROL
 FH0125  ______________________________________________________________________
 FH0125* NAD 83(1986) POSITION- 35 06 10.     (N) 094 15 56.     (W)   SCALED
 FH0125* NAVD 88 ORTHO HEIGHT -   175.049 (meters)      574.31  (feet) POSTED
 FH0125  ______________________________________________________________________
 FH0125  GEOID HEIGHT    -        -30.759 (meters)                     GEOID18
 FH0125  DYNAMIC HEIGHT  -        174.87  (meters)      573.7   (feet) COMP
 FH0125  MODELED GRAVITY -    979,630.6   (mgal)                       NAVD 88
 FH0125
 FH0125  VERT ORDER      -  * POSTED, SEE BELOW
 FH0125
 FH0125.The horizontal coordinates were scaled from a 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
 FH0125.* This is a POSTED BENCH MARK height.
 FH0125
 FH0125.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0125.GEOID18 height accuracy estimate available here.
 FH0125
 FH0125.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU846851(NAD 83)
 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
 FH0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0125.See file dsdata.pdf to determine how the superseded data were derived.
 FH0125
 FH0125_MARKER: DB = BENCH MARK DISK
 FH0125_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FH0125_SP_SET: BRIDGE ABUTMENT
 FH0125_STAMPING: M 20 1931
 FH0125_MARK LOGO: CGS
 FH0125_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FH0125
 FH0125  HISTORY     - Date     Condition        Report By
 FH0125  HISTORY     - 1931     MONUMENTED       CGS
 FH0125  HISTORY     - 1946     GOOD             CGS
 FH0125
 FH0125                          STATION DESCRIPTION
 FH0125
 FH0125'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1946
 FH0125'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FH0126 ***********************************************************************
 FH0126  DESIGNATION -  M 20 RESET
 FH0126  PID         -  FH0126
 FH0126  STATE/COUNTY-  AR/SEBASTIAN
 FH0126  COUNTRY     -  US
 FH0126  USGS QUAD   -  HUNTINGTON (2017)
 FH0126
 FH0126                         *CURRENT SURVEY CONTROL
 FH0126  ______________________________________________________________________
 FH0126* NAD 83(1986) POSITION- 35 06 10.     (N) 094 15 56.     (W)   SCALED
 FH0126* NAVD 88 ORTHO HEIGHT -   175.065 (meters)      574.36  (feet) ADJUSTED
 FH0126  ______________________________________________________________________
 FH0126  GEOID HEIGHT    -        -30.759 (meters)                     GEOID18
 FH0126  DYNAMIC HEIGHT  -        174.889 (meters)      573.78  (feet) COMP
 FH0126  MODELED GRAVITY -    979,630.6   (mgal)                       NAVD 88
 FH0126
 FH0126  VERT ORDER      -  FIRST     CLASS II
 FH0126
 FH0126.The horizontal coordinates were scaled from a map and have
 FH0126.an estimated accuracy of +/- 6 seconds.
 FH0126
 FH0126.The orthometric height was determined by differential leveling and
 FH0126.adjusted by the NATIONAL GEODETIC SURVEY
 FH0126.in June 1991.
 FH0126
 FH0126.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0126.GEOID18 height accuracy estimate available here.
 FH0126
 FH0126.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU846851(NAD 83)
 FH0126
 FH0126                          SUPERSEDED SURVEY CONTROL
 FH0126
 FH0126.No superseded survey control is available for this station.
 FH0126
 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FH0126+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2011
 FH0126
 FH0126  HISTORY     - Date     Condition        Report By
 FH0126  HISTORY     - 1950     MONUMENTED       ARHD
 FH0126  HISTORY     - 1951     GOOD             CGS
 FH0126  HISTORY     - 1959     GOOD             CGS
 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  HISTORY     - 20110315 GOOD             ARHD
 FH0126
 FH0126                          STATION DESCRIPTION
 FH0126
 FH0126'DESCRIBED BY COAST AND 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 COAST AND 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.
 FH0126
 FH0126                          STATION RECOVERY (2011)
 FH0126
 FH0126'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (I)
 FH0126'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0113 ***********************************************************************
 DL0113  DESIGNATION -  M 200
 DL0113  PID         -  DL0113
 DL0113  STATE/COUNTY-  AR/UNION
 DL0113  COUNTRY     -  US
 DL0113  USGS QUAD   -  NEW LONDON (2017)
 DL0113
 DL0113                         *CURRENT SURVEY CONTROL
 DL0113  ______________________________________________________________________
 DL0113* NAD 83(1986) POSITION- 33 09 20.     (N) 092 16 42.     (W)   SCALED
 DL0113* NAVD 88 ORTHO HEIGHT -    38.616 (meters)      126.69  (feet) ADJUSTED
 DL0113  ______________________________________________________________________
 DL0113  GEOID HEIGHT    -        -26.155 (meters)                     GEOID18
 DL0113  DYNAMIC HEIGHT  -         38.574 (meters)      126.55  (feet) COMP
 DL0113  MODELED GRAVITY -    979,563.8   (mgal)                       NAVD 88
 DL0113
 DL0113  VERT ORDER      -  FIRST     CLASS II
 DL0113
 DL0113.The horizontal coordinates were scaled from a map and have
 DL0113.an estimated accuracy of +/- 6 seconds.
 DL0113
 DL0113.The orthometric height was determined by differential leveling and
 DL0113.adjusted by the NATIONAL GEODETIC SURVEY
 DL0113.in June 1991.
 DL0113
 DL0113.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0113.GEOID18 height accuracy estimate available here.
 DL0113
 DL0113.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS672687(NAD 83)
 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
 DL0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0113.See file dsdata.pdf to determine how the superseded data were derived.
 DL0113
 DL0113_MARKER: DB = BENCH MARK DISK
 DL0113_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL0113_SP_SET: DERRICK BASE
 DL0113_STAMPING: M 200 1960
 DL0113_MARK LOGO: CGS
 DL0113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0113_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL0113+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2015
 DL0113
 DL0113  HISTORY     - Date     Condition        Report By
 DL0113  HISTORY     - 1960     MONUMENTED       CGS
 DL0113  HISTORY     - 1964     GOOD             CGS
 DL0113  HISTORY     - 20040926 MARK NOT FOUND   USPSQD
 DL0113  HISTORY     - 20150429 GOOD             NGS
 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 COAST AND 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.
 DL0113
 DL0113                          STATION RECOVERY (2015)
 DL0113
 DL0113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2015 (JBW)
 DL0113'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0084 ***********************************************************************
 DL0084  DESIGNATION -  M 201
 DL0084  PID         -  DL0084
 DL0084  STATE/COUNTY-  AR/UNION
 DL0084  COUNTRY     -  US
 DL0084  USGS QUAD   -  URBANA (2017)
 DL0084
 DL0084                         *CURRENT SURVEY CONTROL
 DL0084  ______________________________________________________________________
 DL0084* NAD 83(1986) POSITION- 33 14 09.     (N) 092 27 16.     (W)   SCALED
 DL0084* NAVD 88 ORTHO HEIGHT -    66.942 (meters)      219.63  (feet) ADJUSTED
 DL0084  ______________________________________________________________________
 DL0084  GEOID HEIGHT    -        -26.242 (meters)                     GEOID18
 DL0084  DYNAMIC HEIGHT  -         66.870 (meters)      219.39  (feet) COMP
 DL0084  MODELED GRAVITY -    979,563.8   (mgal)                       NAVD 88
 DL0084
 DL0084  VERT ORDER      -  FIRST     CLASS II
 DL0084
 DL0084.The horizontal coordinates were scaled from a map and have
 DL0084.an estimated accuracy of +/- 6 seconds.
 DL0084
 DL0084.The orthometric height was determined by differential leveling and
 DL0084.adjusted by the NATIONAL GEODETIC SURVEY
 DL0084.in June 1991.
 DL0084
 DL0084.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0084.GEOID18 height accuracy estimate available here.
 DL0084
 DL0084.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS508775(NAD 83)
 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
 DL0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0084.See file dsdata.pdf to determine how the superseded data were derived.
 DL0084
 DL0084_MARKER: DB = BENCH MARK DISK
 DL0084_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL0084_STAMPING: M 201 1960
 DL0084_MARK LOGO: CGS
 DL0084_MAGNETIC: I = MARKER IS A STEEL ROD
 DL0084_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0084_ROD/PIPE-DEPTH: 14.6 meters
 DL0084
 DL0084  HISTORY     - Date     Condition        Report By
 DL0084  HISTORY     - 1960     MONUMENTED       CGS
 DL0084  HISTORY     - 1964     GOOD             CGS
 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DL0556 ***********************************************************************
 DL0556  DESIGNATION -  M 202
 DL0556  PID         -  DL0556
 DL0556  STATE/COUNTY-  AR/COLUMBIA
 DL0556  COUNTRY     -  US
 DL0556  USGS QUAD   -  WALDO (2017)
 DL0556
 DL0556                         *CURRENT SURVEY CONTROL
 DL0556  ______________________________________________________________________
 DL0556* NAD 83(1986) POSITION- 33 21 02.     (N) 093 21 29.     (W)   SCALED
 DL0556* NAVD 88 ORTHO HEIGHT -    94.688 (meters)      310.66  (feet) ADJUSTED
 DL0556  ______________________________________________________________________
 DL0556  GEOID HEIGHT    -        -26.588 (meters)                     GEOID18
 DL0556  DYNAMIC HEIGHT  -         94.587 (meters)      310.32  (feet) COMP
 DL0556  MODELED GRAVITY -    979,566.6   (mgal)                       NAVD 88
 DL0556
 DL0556  VERT ORDER      -  FIRST     CLASS II
 DL0556
 DL0556.The horizontal coordinates were scaled from a map and have
 DL0556.an estimated accuracy of +/- 6 seconds.
 DL0556
 DL0556.The orthometric height was determined by differential leveling and
 DL0556.adjusted by the NATIONAL GEODETIC SURVEY
 DL0556.in June 1991.
 DL0556
 DL0556.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0556.GEOID18 height accuracy estimate available here.
 DL0556
 DL0556.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS666902(NAD 83)
 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
 DL0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0556.See file dsdata.pdf to determine how the superseded data were derived.
 DL0556
 DL0556_MARKER: DB = BENCH MARK DISK
 DL0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0556_STAMPING: M 202 1960
 DL0556_MARK LOGO: CGS
 DL0556_PROJECTION: PROJECTING 8 CENTIMETERS
 DL0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0556+STABILITY: SURFACE MOTION
 DL0556_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL0556+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2024
 DL0556
 DL0556  HISTORY     - Date     Condition        Report By
 DL0556  HISTORY     - 1960     MONUMENTED       CGS
 DL0556  HISTORY     - 1963     GOOD             CGS
 DL0556  HISTORY     - 20110622 GOOD             ARHD
 DL0556  HISTORY     - 20140521 GOOD             BFENG
 DL0556  HISTORY     - 20240806 GOOD             ARHD
 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 COAST AND GEODETIC SURVEY 1963
 DL0556'RECOVERED IN GOOD CONDITION.
 DL0556
 DL0556                          STATION RECOVERY (2011)
 DL0556
 DL0556'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (MCA)
 DL0556'RECOVERED IN GOOD CONDITION.
 DL0556
 DL0556                          STATION RECOVERY (2014)
 DL0556
 DL0556'RECOVERY NOTE BY B AND F ENGINEERING 2014 (HRM)
 DL0556'RECOVERED IN GOOD CONDITION.
 DL0556
 DL0556                          STATION RECOVERY (2024)
 DL0556
 DL0556'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (SCW)
 DL0556'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0770 ***********************************************************************
 DL0770  DESIGNATION -  M 203
 DL0770  PID         -  DL0770
 DL0770  STATE/COUNTY-  AR/LAFAYETTE
 DL0770  COUNTRY     -  US
 DL0770  USGS QUAD   -  BRADLEY NE (2017)
 DL0770
 DL0770                         *CURRENT SURVEY CONTROL
 DL0770  ______________________________________________________________________
 DL0770* NAD 83(1986) POSITION- 33 14 39.     (N) 093 37 06.     (W)   SCALED
 DL0770* NAVD 88 ORTHO HEIGHT -    78.173 (meters)      256.47  (feet) ADJUSTED
 DL0770  ______________________________________________________________________
 DL0770  GEOID HEIGHT    -        -26.611 (meters)                     GEOID18
 DL0770  DYNAMIC HEIGHT  -         78.088 (meters)      256.19  (feet) COMP
 DL0770  MODELED GRAVITY -    979,560.9   (mgal)                       NAVD 88
 DL0770
 DL0770  VERT ORDER      -  FIRST     CLASS II
 DL0770
 DL0770.The horizontal coordinates were scaled from a map and have
 DL0770.an estimated accuracy of +/- 6 seconds.
 DL0770
 DL0770.The orthometric height was determined by differential leveling and
 DL0770.adjusted by the NATIONAL GEODETIC SURVEY
 DL0770.in June 1991.
 DL0770
 DL0770.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0770.GEOID18 height accuracy estimate available here.
 DL0770
 DL0770.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS423785(NAD 83)
 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
 DL0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0770.See file dsdata.pdf to determine how the superseded data were derived.
 DL0770
 DL0770_MARKER: DB = BENCH MARK DISK
 DL0770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0770_STAMPING: M 203 1960
 DL0770_MARK LOGO: CGS
 DL0770_PROJECTION: PROJECTING 15 CENTIMETERS
 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             CGS
 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 COAST AND GEODETIC SURVEY 1963
 DL0770'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0514 ***********************************************************************
 DL0514  DESIGNATION -  M 204
 DL0514  PID         -  DL0514
 DL0514  STATE/COUNTY-  AR/OUACHITA
 DL0514  COUNTRY     -  US
 DL0514  USGS QUAD   -  STEPHENS (2017)
 DL0514
 DL0514                         *CURRENT SURVEY CONTROL
 DL0514  ______________________________________________________________________
 DL0514* NAD 83(1986) POSITION- 33 26 12.     (N) 093 01 58.     (W)   SCALED
 DL0514* NAVD 88 ORTHO HEIGHT -    54.562 (meters)      179.01  (feet) ADJUSTED
 DL0514  ______________________________________________________________________
 DL0514  GEOID HEIGHT    -        -26.382 (meters)                     GEOID18
 DL0514  DYNAMIC HEIGHT  -         54.505 (meters)      178.82  (feet) COMP
 DL0514  MODELED GRAVITY -    979,585.2   (mgal)                       NAVD 88
 DL0514
 DL0514  VERT ORDER      -  FIRST     CLASS II
 DL0514
 DL0514.The horizontal coordinates were scaled from a map and have
 DL0514.an estimated accuracy of +/- 6 seconds.
 DL0514
 DL0514.The orthometric height was determined by differential leveling and
 DL0514.adjusted by the NATIONAL GEODETIC SURVEY
 DL0514.in June 1991.
 DL0514
 DL0514.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0514.GEOID18 height accuracy estimate available here.
 DL0514
 DL0514.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS969996(NAD 83)
 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
 DL0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0514.See file dsdata.pdf to determine how the superseded data were derived.
 DL0514
 DL0514_MARKER: DB = BENCH MARK DISK
 DL0514_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0514_STAMPING: M 204 1960
 DL0514_MARK LOGO: CGS
 DL0514_MAGNETIC: P = MARKER IS A STEEL PIPE
 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  HISTORY     - 20110921 MARK NOT FOUND   ARHD
 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.
 DL0514
 DL0514                          STATION RECOVERY (2011)
 DL0514
 DL0514'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (AMC)
 DL0514'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0645 ***********************************************************************
 DL0645  DESIGNATION -  M 205
 DL0645  PID         -  DL0645
 DL0645  STATE/COUNTY-  AR/COLUMBIA
 DL0645  COUNTRY     -  US
 DL0645  USGS QUAD   -  CALHOUN (2017)
 DL0645
 DL0645                         *CURRENT SURVEY CONTROL
 DL0645  ______________________________________________________________________
 DL0645* NAD 83(1986) POSITION- 33 13 40.     (N) 093 13 00.     (W)   SCALED
 DL0645* NAVD 88 ORTHO HEIGHT -    95.154 (meters)      312.18  (feet) ADJUSTED
 DL0645  ______________________________________________________________________
 DL0645  GEOID HEIGHT    -        -26.389 (meters)                     GEOID18
 DL0645  DYNAMIC HEIGHT  -         95.051 (meters)      311.85  (feet) COMP
 DL0645  MODELED GRAVITY -    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 map and have
 DL0645.an estimated accuracy of +/- 6 seconds.
 DL0645
 DL0645.The orthometric height was determined by differential leveling and
 DL0645.adjusted by the NATIONAL GEODETIC SURVEY
 DL0645.in June 1991.
 DL0645
 DL0645.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0645.GEOID18 height accuracy estimate available here.
 DL0645
 DL0645.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS798765(NAD 83)
 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
 DL0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0645.See file dsdata.pdf to determine how the superseded data were derived.
 DL0645
 DL0645_MARKER: DB = BENCH MARK DISK
 DL0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0645_STAMPING: M 205 1960
 DL0645_MARK LOGO: CGS
 DL0645_PROJECTION: PROJECTING 15 CENTIMETERS
 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   CGS
 DL0645  HISTORY     - 20140903 MARK NOT FOUND   WOOLPT
 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 COAST AND GEODETIC SURVEY 1966
 DL0645'MARK NOT FOUND.
 DL0645
 DL0645                          STATION RECOVERY (2014)
 DL0645
 DL0645'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2014 (DPM)
 DL0645'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1525 ***********************************************************************
 FF1525  DESIGNATION -  M 206
 FF1525  PID         -  FF1525
 FF1525  STATE/COUNTY-  AR/WHITE
 FF1525  COUNTRY     -  US
 FF1525  USGS QUAD   -  SIDON (2017)
 FF1525
 FF1525                         *CURRENT SURVEY CONTROL
 FF1525  ______________________________________________________________________
 FF1525* NAD 83(1986) POSITION- 35 15 45.     (N) 091 53 17.     (W)   SCALED
 FF1525* NAVD 88 ORTHO HEIGHT -    94.059 (meters)      308.59  (feet) ADJUSTED
 FF1525  ______________________________________________________________________
 FF1525  GEOID HEIGHT    -        -27.453 (meters)                     GEOID18
 FF1525  DYNAMIC HEIGHT  -         93.974 (meters)      308.31  (feet) COMP
 FF1525  MODELED GRAVITY -    979,727.5   (mgal)                       NAVD 88
 FF1525
 FF1525  VERT ORDER      -  SECOND    CLASS 0
 FF1525
 FF1525.The horizontal coordinates were scaled from a map and have
 FF1525.an estimated accuracy of +/- 6 seconds.
 FF1525
 FF1525.The orthometric height was determined by differential leveling and
 FF1525.adjusted by the NATIONAL GEODETIC SURVEY
 FF1525.in June 1991.
 FF1525
 FF1525.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1525.GEOID18 height accuracy estimate available here.
 FF1525
 FF1525.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV011027(NAD 83)
 FF1525
 FF1525                          SUPERSEDED SURVEY CONTROL
 FF1525
 FF1525  NGVD 29 (11/26/84)   94.010  (m)          308.43   (f) ADJUSTED    2 0
 FF1525
 FF1525.Superseded values are not recommended for survey control.
 FF1525
 FF1525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1525.See file dsdata.pdf to determine how the superseded data were derived.
 FF1525
 FF1525_MARKER: DB = BENCH MARK DISK
 FF1525_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FF1525_SP_SET: CULVERT HEADWALL
 FF1525_STAMPING: M 206 1962
 FF1525_MARK LOGO: CGS
 FF1525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1525+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0201 ***********************************************************************
 FG0201  DESIGNATION -  M 207
 FG0201  PID         -  FG0201
 FG0201  STATE/COUNTY-  AR/CLEBURNE
 FG0201  COUNTRY     -  US
 FG0201  USGS QUAD   -  HEBER SPRINGS (2017)
 FG0201
 FG0201                         *CURRENT SURVEY CONTROL
 FG0201  ______________________________________________________________________
 FG0201* NAD 83(1986) POSITION- 35 27 14.     (N) 092 03 56.     (W)   SCALED
 FG0201* NAVD 88 ORTHO HEIGHT -   271.644 (meters)      891.22  (feet) ADJUSTED
 FG0201  ______________________________________________________________________
 FG0201  GEOID HEIGHT    -        -27.537 (meters)                     GEOID18
 FG0201  DYNAMIC HEIGHT  -        271.394 (meters)      890.40  (feet) COMP
 FG0201  MODELED GRAVITY -    979,704.4   (mgal)                       NAVD 88
 FG0201
 FG0201  VERT ORDER      -  SECOND    CLASS 0
 FG0201
 FG0201.The horizontal coordinates were scaled from a map and have
 FG0201.an estimated accuracy of +/- 6 seconds.
 FG0201
 FG0201.The orthometric height was determined by differential leveling and
 FG0201.adjusted by the NATIONAL GEODETIC SURVEY
 FG0201.in June 1991.
 FG0201
 FG0201.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0201.GEOID18 height accuracy estimate available here.
 FG0201
 FG0201.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV847237(NAD 83)
 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
 FG0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0201.See file dsdata.pdf to determine how the superseded data were derived.
 FG0201
 FG0201_MARKER: DB = BENCH MARK DISK
 FG0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0201_STAMPING: M 207 1962
 FG0201_MARK LOGO: CGS
 FG0201_PROJECTION: PROJECTING 8 CENTIMETERS
 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  HISTORY     - 20111107 MARK NOT FOUND   ARHD
 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.
 FG0201
 FG0201                          STATION RECOVERY (2011)
 FG0201
 FG0201'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (SES)
 FG0201'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DP2642 ***********************************************************************
 DP2642  DESIGNATION -  M 208 RESET
 DP2642  PID         -  DP2642
 DP2642  STATE/COUNTY-  AR/FAULKNER
 DP2642  COUNTRY     -  US
 DP2642  USGS QUAD   -  ENOLA (2017)
 DP2642
 DP2642                         *CURRENT SURVEY CONTROL
 DP2642  ______________________________________________________________________
 DP2642* NAD 83(1986) POSITION- 35 09 35.57   (N) 092 13 23.24   (W)   HD_HELD1
 DP2642* NAVD 88 ORTHO HEIGHT -    94.286 (meters)      309.34  (feet) ADJUSTED
 DP2642  ______________________________________________________________________
 DP2642  GEOID HEIGHT    -        -27.745 (meters)                     GEOID18
 DP2642  DYNAMIC HEIGHT  -         94.198 (meters)      309.05  (feet) COMP
 DP2642  MODELED GRAVITY -    979,702.7   (mgal)                       NAVD 88
 DP2642
 DP2642  VERT ORDER      -  SECOND    CLASS I
 DP2642
 DP2642.The horizontal coordinates were determined by differentially corrected
 DP2642.hand held GPS observations or other comparable positioning techniques
 DP2642.and have an estimated accuracy of +/- 3 meters.
 DP2642
 DP2642.The orthometric height was determined by differential leveling and
 DP2642.adjusted by the NATIONAL GEODETIC SURVEY
 DP2642.in July 2014.
 DP2642
 DP2642.No vertical observational check was made to the station.
 DP2642
 DP2642.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2642.GEOID18 height accuracy estimate available here.
 DP2642
 DP2642.Click photographs - Photos may exist for this station.
 DP2642
 DP2642.The dynamic height is computed by dividing the NAVD 88
 DP2642.geopotential number by the normal gravity value computed on the
 DP2642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2642.degrees latitude (g = 980.6199 gals.).
 DP2642
 DP2642.The modeled gravity was interpolated from observed gravity values.
 DP2642
 DP2642;                    North         East    Units  Estimated Accuracy
 DP2642;SPC AR N     -    91,721.5     379,672.0     MT  (+/- 3 meters HH1 GPS) 
 DP2642
 DP2642_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7075391049(NAD 83)
 DP2642
 DP2642                          SUPERSEDED SURVEY CONTROL
 DP2642
 DP2642.No superseded survey control is available for this station.
 DP2642
 DP2642_MARKER: DV = VERTICAL CONTROL DISK
 DP2642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP2642_STAMPING: M 208 1962 RESET 2011
 DP2642_MARK LOGO: ARHD
 DP2642_PROJECTION: FLUSH
 DP2642_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DP2642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP2642+STABILITY: SURFACE MOTION
 DP2642_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2642+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2011
 DP2642
 DP2642  HISTORY     - Date     Condition        Report By
 DP2642  HISTORY     - 20111010 MONUMENTED       ARHD
 DP2642
 DP2642                          STATION DESCRIPTION
 DP2642
 DP2642'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (JDH)
 DP2642'THE STATION IS LOCATED ABOUT 8.5 KM (5.3 MI) NORTH OF VILONIA, 4.8 KM
 DP2642'(3.0 MI) EAST-SOUTHEAST OF HOLLAND AND 4.3 KM (2.7 MI) SOUTH-SOUTHWEST
 DP2642'OF ENOLA.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DP2642'
 DP2642'TO REACH FROM THE INTERSECTION OF HIGHWAY 64 AND HIGHWAY 36.  GO NORTH
 DP2642'ALONG HIGHWAY 36 FOR 8.5 MI (13.7 KM) TO THE INTERSECTION OF HIGHWAY
 DP2642'36 AND HIGHWAY 107, ON THE NORTH SIDE OF HIGHWAY 36 AND THE EAST SIDE
 DP2642'OF HIGHWAY 107.
 DP2642'
 DP2642'IT IS 93.4 FT (28.5 M) SOUTHWEST OF THE SOUTH END OF 6 FT (1.8 M)
 DP2642'CHAIN LINK FENCE, 70.3 FT (21.4 M) WEST OF THE PROJECTED CENTERLINE OF
 DP2642'SHARON ROAD, 48 FT (14.6 M) WEST OF A FIBER OPTIC JUNCTION BOX AND SET
 DP2642'IN THE TOP OF A 18-IN (46 CM) ROUND CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0383 ***********************************************************************
 FG0383  DESIGNATION -  M 209
 FG0383  PID         -  FG0383
 FG0383  STATE/COUNTY-  AR/CONWAY
 FG0383  COUNTRY     -  US
 FG0383  USGS QUAD   -  DAMASCUS (2017)
 FG0383
 FG0383                         *CURRENT SURVEY CONTROL
 FG0383  ______________________________________________________________________
 FG0383* NAD 83(1986) POSITION- 35 19 16.6    (N) 092 29 09.2    (W)   HD_HELD2
 FG0383* NAVD 88 ORTHO HEIGHT -   103.342 (meters)      339.05  (feet) ADJUSTED
 FG0383  ______________________________________________________________________
 FG0383  GEOID HEIGHT    -        -28.166 (meters)                     GEOID18
 FG0383  DYNAMIC HEIGHT  -        103.245 (meters)      338.73  (feet) COMP
 FG0383  MODELED GRAVITY -    979,698.8   (mgal)                       NAVD 88
 FG0383
 FG0383  VERT ORDER      -  SECOND    CLASS 0
 FG0383
 FG0383.The horizontal coordinates were established by autonomous hand held GPS
 FG0383.observations and have an estimated accuracy of +/- 10 meters.
 FG0383
 FG0383.The orthometric height was determined by differential leveling and
 FG0383.adjusted by the NATIONAL GEODETIC SURVEY
 FG0383.in June 1991.
 FG0383
 FG0383.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0383.GEOID18 height accuracy estimate available here.
 FG0383
 FG0383.Click photographs - Photos may exist for this station.
 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     -   109,713.      355,821.      MT  (+/- 10 meters HH2 GPS)
 FG0383
 FG0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV4672908793(NAD 83)
 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
 FG0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0383.See file dsdata.pdf to determine how the superseded data were derived.
 FG0383
 FG0383_MARKER: DB = BENCH MARK DISK
 FG0383_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FG0383_SP_SET: BRIDGE
 FG0383_STAMPING: M 209 1962
 FG0383_MARK LOGO: CGS
 FG0383_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG0383_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FG0383+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2011
 FG0383
 FG0383  HISTORY     - Date     Condition        Report By
 FG0383  HISTORY     - 1962     MONUMENTED       CGS
 FG0383  HISTORY     - 1967     GOOD             CGS
 FG0383  HISTORY     - 20100112 GOOD             ARHD
 FG0383  HISTORY     - 20111004 GOOD             ARHD
 FG0383  HISTORY     - 20150609 MARK NOT FOUND   USACEL
 FG0383  HISTORY     - 20150924 MARK NOT FOUND   ARHD
 FG0383
 FG0383                          STATION DESCRIPTION
 FG0383
 FG0383'DESCRIBED BY COAST AND 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.
 FG0383
 FG0383                          STATION RECOVERY (2010)
 FG0383
 FG0383'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2010 (WDA)
 FG0383'RECOVERED IN GOOD CONDITION.
 FG0383
 FG0383                          STATION RECOVERY (2011)
 FG0383
 FG0383'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (SES)
 FG0383'
 FG0383'.
 FG0383'
 FG0383
 FG0383                          STATION RECOVERY (2015)
 FG0383
 FG0383'RECOVERY NOTE BY USACE LITTLE ROCK 2015 (SCC)
 FG0383'IN 2006 THE GEOCACHE WEBSITE INDICATED THAT THIS MARK WAS RECOVERED,
 FG0383'COMPLETE WITH PICTURES.  IN 2009 GOOGLE EARTH DID THE STREET VIEW AND
 FG0383'THE MARK APPEARS TO STILL BE THERE.  THE CURRENT IMAGERY IN GOOGLE
 FG0383'EARTH DATED 11/12/2012 SHOWS A NEW BRIDGE THAT IS JUST BEING
 FG0383'COMPLETED, JUST NORTH OF THE OLD BRIDGE.  THE OLD BRIDGE APPEARS TO
 FG0383'HAVE BEEN REMOVED.  I SUSPECT THAT THIS MARK HAS BEEN DESTROYED.
 FG0383
 FG0383                          STATION RECOVERY (2015)
 FG0383
 FG0383'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 FG0383'THERE IS A NEW BRIDGE THERE NOW.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EK0662 ***********************************************************************
 EK0662  DESIGNATION -  M 21
 EK0662  PID         -  EK0662
 EK0662  STATE/COUNTY-  AR/POLK
 EK0662  COUNTRY     -  US
 EK0662  USGS QUAD   -  MENA (2017)
 EK0662
 EK0662                         *CURRENT SURVEY CONTROL
 EK0662  ______________________________________________________________________
 EK0662* NAD 83(2011) POSITION- 34 35 00.36497(N) 094 14 22.99251(W)   ADJUSTED
 EK0662* NAD 83(2011) ELLIP HT-   328.752 (meters)        (11/05/20)   ADJUSTED
 EK0662* NAD 83(2011) EPOCH   -  2010.00
 EK0662* NAVD 88 ORTHO HEIGHT -   358.917 (meters)     1177.55  (feet) ADJUSTED
 EK0662  ______________________________________________________________________
 EK0662  GEOID HEIGHT    -        -30.159 (meters)                     GEOID18
 EK0662  NAD 83(2011) X  -   -388,652.603 (meters)                     COMP
 EK0662  NAD 83(2011) Y  - -5,242,679.864 (meters)                     COMP
 EK0662  NAD 83(2011) Z  -  3,600,102.502 (meters)                     COMP
 EK0662  LAPLACE CORR    -          3.87  (seconds)                    DEFLEC18
 EK0662  DYNAMIC HEIGHT  -        358.529 (meters)     1176.27  (feet) COMP
 EK0662  MODELED GRAVITY -    979,544.0   (mgal)                       NAVD 88
 EK0662
 EK0662  VERT ORDER      -  FIRST     CLASS II
 EK0662
 EK0662  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 EK0662  Standards:
 EK0662         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 EK0662            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 EK0662  -------------------------------------------------------------------
 EK0662  NETWORK    0.58   1.27           0.24   0.23   0.65      0.02615790
 EK0662  -------------------------------------------------------------------
 EK0662  Click here for local accuracies and other accuracy information.
 EK0662
 EK0662.The horizontal coordinates were established by GPS observations
 EK0662.and adjusted by the MSE CORPORATION in November 2020.
 EK0662
 EK0662.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 EK0662.been affixed to the stable North American tectonic plate. See 
 EK0662.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 EK0662
 EK0662.The horizontal coordinates are valid at the epoch date displayed above
 EK0662.which is a decimal equivalence of Year/Month/Day.
 EK0662
 EK0662.The orthometric height was determined by differential leveling and
 EK0662.adjusted by the NATIONAL GEODETIC SURVEY
 EK0662.in June 1991.
 EK0662
 EK0662.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0662.GEOID18 height accuracy estimate available here.
 EK0662
 EK0662.Click photographs - Photos may exist for this station.
 EK0662
 EK0662.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EK0662
 EK0662.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0662
 EK0662.The ellipsoidal height was determined by GPS observations
 EK0662.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 EK0662
 EK0662;                    North         East     Units Scale Factor Converg.
 EK0662;SPC AR S     -   614,845.250   194,533.026   MT  0.99996427   -1 15 12.8
 EK0662;SPC AR S     - 2,017,204.79    638,230.44   sFT  0.99996427   -1 15 12.8
 EK0662;UTM  15      - 3,827,547.405   386,299.991   MT  0.99975934   -0 42 13.5
 EK0662
 EK0662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EK0662!SPC AR S     -   0.99994840  x   0.99996427  =   0.99991267
 EK0662!UTM  15      -   0.99994840  x   0.99975934  =   0.99970775
 EK0662
 EK0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU8629927547(NAD 83)
 EK0662
 EK0662                          SUPERSEDED SURVEY CONTROL
 EK0662
 EK0662  ELLIP H (09/24/01)  328.794  (m)                       GP(       ) 4 2
 EK0662  NAD 83(1997)-  34 35 00.36517(N)    094 14 22.99235(W) AD(       ) 1
 EK0662  ELLIP H (09/14/99)  328.869  (m)                       GP(       ) 4 1
 EK0662  NAD 83(1993)-  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  NGVD 29             358.82   (m)         1177.2    (f) LEVELING    3  
 EK0662
 EK0662.Superseded values are not recommended for survey control.
 EK0662
 EK0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0662.See file dsdata.pdf to determine how the superseded data were derived.
 EK0662
 EK0662_MARKER: DB = BENCH MARK DISK
 EK0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0662_STAMPING: M 21 1932 1177.215
 EK0662_MARK LOGO: CGS
 EK0662_PROJECTION: PROJECTING 24 CENTIMETERS
 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 - February 26, 2024
 EK0662
 EK0662  HISTORY     - Date     Condition        Report By
 EK0662  HISTORY     - 1932     MONUMENTED       CGS
 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  HISTORY     - 20071213 GOOD             GEOCAC
 EK0662  HISTORY     - 20101107 GOOD             GEOCAC
 EK0662  HISTORY     - 20200423 GOOD             MSE
 EK0662  HISTORY     - 20240226 GOOD             ARHD
 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.
 EK0662
 EK0662                          STATION RECOVERY (2007)
 EK0662
 EK0662'RECOVERY NOTE BY GEOCACHING 2007 (CA)
 EK0662'RECOVERED IN GOOD CONDITION.
 EK0662
 EK0662                          STATION RECOVERY (2010)
 EK0662
 EK0662'RECOVERY NOTE BY GEOCACHING 2010 (LPC)
 EK0662'RECOVERED IN GOOD CONDITION.
 EK0662
 EK0662                          STATION RECOVERY (2020)
 EK0662
 EK0662'RECOVERY NOTE BY MSE CORPORATION 2020 (TJM)
 EK0662'THE STATION IS LOCATED ABOUT 11.1 KM (6.9 MI) WEST OF INK, 9.6 KM (6.0
 EK0662'MI) NORTHEAST OF POTTER AND 0.3 KM (0.2 MI) NORTHWEST OF CENTER OF
 EK0662'MENA.  IN THE CENTER OF THE TRAFFIC CIRCLE OF JANSSEN PARK.
 EK0662'
 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'
 EK0662'IT IS 23.9 M (78.4 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A CABIN
 EK0662'WITH SIGN BUILT IN 1851, 12.5 M (41.0 FT) SOUTHWEST OF THE CENTER OF A
 EK0662'FLAGPOLE, 6.6 M (21.7 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 EK0662'BASE OF A CLOCK, 1.0 M (3.3 FT) WEST-NORTHWEST OF THE NORTHEAST CORNER
 EK0662'OF THE CONCRETE BASE AROUND A FLOWER BED AND 1.0 M (3.3 FT) (34.6 FT)
 EK0662'SOUTH-SOUTHEAST OF THE CENTER OF A LIGHT POLE.
 EK0662
 EK0662                          STATION RECOVERY (2024)
 EK0662
 EK0662'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (JDH)
 EK0662'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1408 ***********************************************************************
 EJ1408  DESIGNATION -  M 21
 EJ1408  PID         -  EJ1408
 EJ1408  STATE/COUNTY-  AR/PIKE
 EJ1408  COUNTRY     -  US
 EJ1408  USGS QUAD   -  ATHENS (2017)
 EJ1408
 EJ1408                         *CURRENT SURVEY CONTROL
 EJ1408  ______________________________________________________________________
 EJ1408* NAD 83(1986) POSITION- 34 18 42.     (N) 093 55 34.     (W)   SCALED
 EJ1408* NAVD 88 ORTHO HEIGHT -   276.184 (meters)      906.11  (feet) ADJUSTED
 EJ1408  ______________________________________________________________________
 EJ1408  GEOID HEIGHT    -        -28.107 (meters)                     GEOID18
 EJ1408  DYNAMIC HEIGHT  -        275.901 (meters)      905.19  (feet) COMP
 EJ1408  MODELED GRAVITY -    979,602.7   (mgal)                       NAVD 88
 EJ1408
 EJ1408  VERT ORDER      -  SECOND    CLASS 0
 EJ1408
 EJ1408.The horizontal coordinates were scaled from a map and have
 EJ1408.an estimated accuracy of +/- 6 seconds.
 EJ1408
 EJ1408.The orthometric height was determined by differential leveling and
 EJ1408.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1408.in June 1991.
 EJ1408
 EJ1408.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1408.GEOID18 height accuracy estimate available here.
 EJ1408
 EJ1408.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT147971(NAD 83)
 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
 EJ1408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1408.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1408
 EJ1408_MARKER: DB = BENCH MARK DISK
 EJ1408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1408_STAMPING: M 21 1934
 EJ1408_MARK LOGO: CGS
 EJ1408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1408+STABILITY: SURFACE MOTION
 EJ1408
 EJ1408  HISTORY     - Date     Condition        Report By
 EJ1408  HISTORY     - 1934     MONUMENTED       CGS
 EJ1408  HISTORY     - 1935     GOOD             CGS
 EJ1408  HISTORY     - 1961     MARK NOT FOUND   CGS
 EJ1408  HISTORY     - 1978     MARK NOT FOUND   USGS
 EJ1408
 EJ1408                          STATION DESCRIPTION
 EJ1408
 EJ1408'DESCRIBED BY COAST AND 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FE1902 ***********************************************************************
 FE1902  HT_MOD      -  This is a Height Modernization Survey Station.
 FE1902  DESIGNATION -  M 213
 FE1902  PID         -  FE1902
 FE1902  STATE/COUNTY-  AR/MISSISSIPPI
 FE1902  COUNTRY     -  US
 FE1902  USGS QUAD   -  CHIC (2019)
 FE1902
 FE1902                         *CURRENT SURVEY CONTROL
 FE1902  ______________________________________________________________________
 FE1902* NAD 83(2011) POSITION- 35 55 18.91302(N) 089 42 59.95703(W)   ADJUSTED
 FE1902* NAD 83(2011) ELLIP HT-    55.365 (meters)        (06/27/12)   ADJUSTED
 FE1902* NAD 83(2011) EPOCH   -  2010.00
 FE1902* NAVD 88 ORTHO HEIGHT -    83.42  (meters)      273.7   (feet) GPS OBS
 FE1902  ______________________________________________________________________
 FE1902  NAVD 88 orthometric height was determined with geoid model    GEOID03
 FE1902  GEOID HEIGHT    -        -28.005 (meters)                     GEOID03
 FE1902  GEOID HEIGHT    -        -28.056 (meters)                     GEOID18
 FE1902  NAD 83(2011) X  -     25,572.731 (meters)                     COMP
 FE1902  NAD 83(2011) Y  - -5,171,067.934 (meters)                     COMP
 FE1902  NAD 83(2011) Z  -  3,721,211.698 (meters)                     COMP
 FE1902  LAPLACE CORR    -          0.17  (seconds)                    DEFLEC18
 FE1902
 FE1902  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FE1902  Standards:
 FE1902         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FE1902            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FE1902  -------------------------------------------------------------------
 FE1902  NETWORK    0.65   1.04           0.29   0.24   0.53      0.10298059
 FE1902  -------------------------------------------------------------------
 FE1902  Click here for local accuracies and other accuracy information.
 FE1902
 FE1902.The horizontal coordinates were established by GPS observations
 FE1902.and adjusted by the National Geodetic Survey in June 2012.
 FE1902
 FE1902.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FE1902.been affixed to the stable North American tectonic plate. See 
 FE1902.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FE1902
 FE1902.The horizontal coordinates are valid at the epoch date displayed above
 FE1902.which is a decimal equivalence of Year/Month/Day.
 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.
 FE1902
 FE1902.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE1902.GEOID18 height accuracy estimate available here.
 FE1902
 FE1902.Click photographs - Photos may exist for this station.
 FE1902
 FE1902.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE1902
 FE1902.The Laplace correction was computed from DEFLEC18 derived deflections.
 FE1902
 FE1902.The ellipsoidal height was determined by GPS observations
 FE1902.and is referenced to NAD 83.
 FE1902
 FE1902. The following values were computed from the NAD 83(2011) position.
 FE1902
 FE1902;                    North         East     Units Scale Factor Converg.
 FE1902;SPC AR N     -   178,631.589   606,049.476   MT  0.99995325   +1 19 43.2
 FE1902;SPC AR N     -   586,060.47  1,988,347.32   sFT  0.99995325   +1 19 43.2
 FE1902;UTM  16      - 3,978,699.044   254,884.378   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  =   1.00033170
 FE1902
 FE1902:                Primary Azimuth Mark                     Grid Az
 FE1902:SPC AR N     -  SP 10                                    237 02 46.6
 FE1902:UTM  16      -  SP 10                                    239 58 10.4
 FE1902
 FE1902_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5488478699(NAD 83)
 FE1902
 FE1902|---------------------------------------------------------------------|
 FE1902| PID    Reference Object                     Distance      Geod. Az  |
 FE1902|                                                           dddmmss.s |
 FE1902| DE9690 SP 10                               408.457 METERS 2382229.8 |
 FE1902|---------------------------------------------------------------------|
 FE1902
 FE1902                          SUPERSEDED SURVEY CONTROL
 FE1902
 FE1902  NAD 83(2007)-  35 55 18.91307(N)    089 42 59.95799(W) AD(2002.00) 0
 FE1902  ELLIP H (02/10/07)   55.390  (m)                       GP(2002.00)    
 FE1902  NAD 83(1997)-  35 55 18.91267(N)    089 42 59.95799(W) AD(       ) 1
 FE1902  ELLIP H (01/24/03)   55.390  (m)                       GP(       ) 2 2
 FE1902  NAVD 88 (01/25/03)   83.39   (m)  UNKNOWN  model used  GPS OBS        
 FE1902  NAVD 88              83.42   (m)          273.7    (f) LEVELING    3  
 FE1902  NAVD 88 (06/15/91)   83.422  (m)          273.69   (f) ADJUSTED    1 1
 FE1902  NGVD 29 (11/26/84)   83.351  (m)          273.46   (f) ADJUSTED    1 1
 FE1902
 FE1902.Superseded values are not recommended for survey control.
 FE1902
 FE1902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1902.See file dsdata.pdf to determine how the superseded data were derived.
 FE1902
 FE1902_MARKER: DV = VERTICAL CONTROL DISK
 FE1902_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FE1902+WITH SETTING: INFORMATION.
 FE1902_STAMPING: M 213 1976
 FE1902_MARK LOGO: NGS
 FE1902_PROJECTION: FLUSH
 FE1902_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE1902_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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             USACE
 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 ARMY CORPS OF 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 NORTHEAST ON COUNTY ROAD 236 FOR 3.2 MILES TO THE STATION
 FE1902'ON THE RIGHT SIDE OF THE LEVEE.
 FE1902'
 FE1902'THE STATION IS 18 FEET WEST OF CENTERLINE OF LEVEE, 2.87 FEET
 FE1902'SOUTHWEST OF LEVEE MILE POST 54/55 AND 150 FEET SOUTHEAST OF BARB WIRE
 FE1902'FENCE.
 FE1902'
 FE1902'THE STATION IS A DISK ON TOP OF A COPPER COATED STEEL ROD, SET TO A
 FE1902'DEPTH OF 4 FEET, 2 FEET BELOW THE LEVEE, AND 1 FOOT NORTH OF A WITNESS
 FE1902'POST. (NOTE- WITNESS POST DESTROYED BY COWS).
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FE1870 ***********************************************************************
 FE1870  DESIGNATION -  M 214
 FE1870  PID         -  FE1870
 FE1870  STATE/COUNTY-  AR/MISSISSIPPI
 FE1870  COUNTRY     -  US
 FE1870  USGS QUAD   -  OSCEOLA (2017)
 FE1870
 FE1870                         *CURRENT SURVEY CONTROL
 FE1870  ______________________________________________________________________
 FE1870* NAD 83(2011) POSITION- 35 40 25.39228(N) 089 57 15.94898(W)   ADJUSTED
 FE1870* NAD 83(2011) ELLIP HT-    53.316 (meters)        (06/27/12)   ADJUSTED
 FE1870* NAD 83(2011) EPOCH   -  2010.00
 FE1870* NAVD 88 ORTHO HEIGHT -    80.996 (meters)      265.73  (feet) ADJUSTED
 FE1870  ______________________________________________________________________
 FE1870  GEOID HEIGHT    -        -27.660 (meters)                     GEOID18
 FE1870  NAD 83(2011) X  -      4,125.627 (meters)                     COMP
 FE1870  NAD 83(2011) Y  - -5,187,236.358 (meters)                     COMP
 FE1870  NAD 83(2011) Z  -  3,698,873.731 (meters)                     COMP
 FE1870  LAPLACE CORR    -          1.15  (seconds)                    DEFLEC18
 FE1870  DYNAMIC HEIGHT  -         80.927 (meters)      265.51  (feet) COMP
 FE1870  MODELED GRAVITY -    979,779.0   (mgal)                       NAVD 88
 FE1870
 FE1870  VERT ORDER      -  FIRST     CLASS II
 FE1870
 FE1870  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FE1870  Standards:
 FE1870         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FE1870            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FE1870  -------------------------------------------------------------------
 FE1870  NETWORK    1.78   2.45           0.80   0.64   1.25     -0.08464280
 FE1870  -------------------------------------------------------------------
 FE1870  Click here for local accuracies and other accuracy information.
 FE1870
 FE1870.The horizontal coordinates were established by GPS observations
 FE1870.and adjusted by the National Geodetic Survey in June 2012.
 FE1870
 FE1870.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FE1870.been affixed to the stable North American tectonic plate. See 
 FE1870.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FE1870
 FE1870.The horizontal coordinates are valid at the epoch date displayed above
 FE1870.which is a decimal equivalence of Year/Month/Day.
 FE1870
 FE1870.The orthometric height was determined by differential leveling and
 FE1870.adjusted by the NATIONAL GEODETIC SURVEY
 FE1870.in June 2020.
 FE1870
 FE1870.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE1870.GEOID18 height accuracy estimate available here.
 FE1870
 FE1870.Click photographs - Photos may exist for this station.
 FE1870
 FE1870.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE1870
 FE1870.The Laplace correction was computed from DEFLEC18 derived deflections.
 FE1870
 FE1870.The ellipsoidal height was determined by GPS observations
 FE1870.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 FE1870
 FE1870;                    North         East     Units Scale Factor Converg.
 FE1870;SPC AR N     -   150,628.289   585,167.885   MT  0.99993715   +1 11 25.1
 FE1870;SPC AR N     -   494,186.31  1,919,838.30   sFT  0.99993715   +1 11 25.1
 FE1870;UTM  16      - 3,951,782.879   232,593.490   MT  1.00048125   -1 43 26.2
 FE1870;UTM  15      - 3,952,035.069   775,658.040   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  =   1.00047288
 FE1870!UTM  15      -   0.99999163  x   1.00053648  =   1.00052811
 FE1870
 FE1870_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3259351782(NAD 83)
 FE1870
 FE1870                          SUPERSEDED SURVEY CONTROL
 FE1870
 FE1870  NAD 83(2007)-  35 40 25.39232(N)    089 57 15.94996(W) AD(2002.00) 0
 FE1870  ELLIP H (02/10/07)   53.340  (m)                       GP(2002.00)    
 FE1870  NAD 83(1997)-  35 40 25.39198(N)    089 57 15.95011(W) AD(       ) 1
 FE1870  ELLIP H (05/31/05)   53.343  (m)                       GP(       ) 4 2
 FE1870  NAVD 88 (05/31/05)   80.99   (m)  GEOID03  model used  GPS OBS        
 FE1870  NAVD 88 (06/15/91)   81.028  (m)          265.84   (f) SUPERSEDED  1 1
 FE1870  NGVD 29 (11/26/84)   80.988  (m)          265.71   (f) ADJUSTED    1 1
 FE1870
 FE1870.Superseded values are not recommended for survey control.
 FE1870
 FE1870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1870.See file dsdata.pdf to determine how the superseded data were derived.
 FE1870
 FE1870_MARKER: DV = VERTICAL CONTROL DISK
 FE1870_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FE1870+WITH SETTING: INTO GROUND
 FE1870_STAMPING: M 214 1976
 FE1870_MARK LOGO: NGS
 FE1870_PROJECTION: FLUSH
 FE1870_MAGNETIC: I = MARKER IS A STEEL ROD
 FE1870_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1870_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1870+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2019
 FE1870
 FE1870  HISTORY     - Date     Condition        Report By
 FE1870  HISTORY     - 1976     MONUMENTED       NGS
 FE1870  HISTORY     - 20020729 GOOD             USACE
 FE1870  HISTORY     - 20030717 GOOD             EMCINC
 FE1870  HISTORY     - 20090728 GOOD             JMSM
 FE1870  HISTORY     - 20190723 GOOD             ARHD
 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
 FE1870
 FE1870                          STATION RECOVERY (2009)
 FE1870
 FE1870'RECOVERY NOTE BY JOHNSON-MCADAMS SURVEYING AND MAPPING 2009 (WJB)
 FE1870'RECOVERED IN GOOD CONDITION.
 FE1870
 FE1870                          STATION RECOVERY (2019)
 FE1870
 FE1870'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2019 (JDH)
 FE1870'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FE1893 ***********************************************************************
 FE1893  DESIGNATION -  M 215
 FE1893  PID         -  FE1893
 FE1893  STATE/COUNTY-  AR/MISSISSIPPI
 FE1893  COUNTRY     -  US
 FE1893  USGS QUAD   -  NODENA (2017)
 FE1893
 FE1893                         *CURRENT SURVEY CONTROL
 FE1893  ______________________________________________________________________
 FE1893* NAD 83(1986) POSITION- 35 33 59.     (N) 089 59 53.     (W)   SCALED
 FE1893* NAVD 88 ORTHO HEIGHT -    77.749 (meters)      255.08  (feet) ADJUSTED
 FE1893  ______________________________________________________________________
 FE1893  GEOID HEIGHT    -        -27.574 (meters)                     GEOID18
 FE1893  DYNAMIC HEIGHT  -         77.681 (meters)      254.86  (feet) COMP
 FE1893  MODELED GRAVITY -    979,765.7   (mgal)                       NAVD 88
 FE1893
 FE1893  VERT ORDER      -  FIRST     CLASS I
 FE1893
 FE1893.The horizontal coordinates were scaled from a map and have
 FE1893.an estimated accuracy of +/- 6 seconds.
 FE1893
 FE1893.The orthometric height was determined by differential leveling and
 FE1893.adjusted by the NATIONAL GEODETIC SURVEY
 FE1893.in June 1991.
 FE1893
 FE1893.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE1893.GEOID18 height accuracy estimate available here.
 FE1893
 FE1893.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE282399(NAD 83)
 FE1893
 FE1893                          SUPERSEDED SURVEY CONTROL
 FE1893
 FE1893  NGVD 29 (11/26/84)   77.720  (m)          254.99   (f) ADJUSTED    1 1
 FE1893
 FE1893.Superseded values are not recommended for survey control.
 FE1893
 FE1893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1893.See file dsdata.pdf to determine how the superseded data were derived.
 FE1893
 FE1893_MARKER: DV = VERTICAL CONTROL DISK
 FE1893_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1893_STAMPING: M 215 1976
 FE1893_MARK LOGO: NGS
 FE1893_MAGNETIC: I = MARKER IS A STEEL ROD
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1099 ***********************************************************************
 FF1099  HT_MOD      -  This is a Height Modernization Survey Station.
 FF1099  DESIGNATION -  M 216
 FF1099  PID         -  FF1099
 FF1099  STATE/COUNTY-  AR/MISSISSIPPI
 FF1099  COUNTRY     -  US
 FF1099  USGS QUAD   -  PECAN POINT (2017)
 FF1099
 FF1099                         *CURRENT SURVEY CONTROL
 FF1099  ______________________________________________________________________
 FF1099* NAD 83(2011) POSITION- 35 28 05.69214(N) 090 07 15.62488(W)   ADJUSTED
 FF1099* NAD 83(2011) ELLIP HT-    49.038 (meters)        (06/27/12)   ADJUSTED
 FF1099* NAD 83(2011) EPOCH   -  2010.00
 FF1099* NAVD 88 ORTHO HEIGHT -    76.65  (meters)      251.5   (feet) GPS OBS
 FF1099  ______________________________________________________________________
 FF1099  NAVD 88 orthometric height was determined with geoid model    GEOID03
 FF1099  GEOID HEIGHT    -        -27.574 (meters)                     GEOID03
 FF1099  GEOID HEIGHT    -        -27.582 (meters)                     GEOID18
 FF1099  NAD 83(2011) X  -    -10,983.278 (meters)                     COMP
 FF1099  NAD 83(2011) Y  - -5,200,484.503 (meters)                     COMP
 FF1099  NAD 83(2011) Z  -  3,680,327.828 (meters)                     COMP
 FF1099  LAPLACE CORR    -          1.09  (seconds)                    DEFLEC18
 FF1099
 FF1099  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FF1099  Standards:
 FF1099         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FF1099            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FF1099  -------------------------------------------------------------------
 FF1099  NETWORK    2.19   2.49           1.00   0.75   1.27      0.11436601
 FF1099  -------------------------------------------------------------------
 FF1099  Click here for local accuracies and other accuracy information.
 FF1099
 FF1099.The horizontal coordinates were established by GPS observations
 FF1099.and adjusted by the National Geodetic Survey in June 2012.
 FF1099
 FF1099.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FF1099.been affixed to the stable North American tectonic plate. See 
 FF1099.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FF1099
 FF1099.The horizontal coordinates are valid at the epoch date displayed above
 FF1099.which is a decimal equivalence of Year/Month/Day.
 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.
 FF1099
 FF1099.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1099.GEOID18 height accuracy estimate available here.
 FF1099
 FF1099.Click photographs - Photos may exist for this station.
 FF1099
 FF1099.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF1099
 FF1099.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1099
 FF1099.The ellipsoidal height was determined by GPS observations
 FF1099.and is referenced to NAD 83.
 FF1099
 FF1099. The following values were computed from the NAD 83(2011) position.
 FF1099
 FF1099;                    North         East     Units Scale Factor Converg.
 FF1099;SPC AR N     -   127,536.013   570,526.034   MT  0.99993797   +1 05 36.2
 FF1099;SPC AR N     -   418,424.40  1,871,800.83   sFT  0.99993797   +1 05 36.2
 FF1099;UTM  15      - 3,928,782.328   761,243.724   MT  1.00044113   +1 40 17.4
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6124328782(NAD 83)
 FF1099
 FF1099                          SUPERSEDED SURVEY CONTROL
 FF1099
 FF1099  NAD 83(2007)-  35 28 05.69220(N)    090 07 15.62590(W) AD(2002.00) 0
 FF1099  ELLIP H (02/10/07)   49.066  (m)                       GP(2002.00)    
 FF1099  NAD 83(1997)-  35 28 05.69204(N)    090 07 15.62572(W) AD(       ) 1
 FF1099  ELLIP H (05/31/05)   49.057  (m)                       GP(       ) 4 2
 FF1099  NAVD 88 (06/15/91)   76.636  (m)          251.43   (f) ADJUSTED    1 1
 FF1099  NGVD 29 (11/26/84)   76.616  (m)          251.36   (f) ADJUSTED    1 1
 FF1099
 FF1099.Superseded values are not recommended for survey control.
 FF1099
 FF1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1099.See file dsdata.pdf to determine how the superseded data were derived.
 FF1099
 FF1099_MARKER: DV = VERTICAL CONTROL DISK
 FF1099_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FF1099+WITH SETTING: INTO GROUND
 FF1099_STAMPING: M 216 1976
 FF1099_MARK LOGO: NGS
 FF1099_MAGNETIC: I = MARKER IS A STEEL ROD
 FF1099_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1099+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2013
 FF1099
 FF1099  HISTORY     - Date     Condition        Report By
 FF1099  HISTORY     - 1976     MONUMENTED       NGS
 FF1099  HISTORY     - 20030123 GOOD             USACE
 FF1099  HISTORY     - 20030722 GOOD             EMCINC
 FF1099  HISTORY     - 20130823 GOOD             USACE
 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
 FF1099
 FF1099                          STATION RECOVERY (2013)
 FF1099
 FF1099'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2013 (DLB)
 FF1099'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1069 ***********************************************************************
 FF1069  DESIGNATION -  M 217
 FF1069  PID         -  FF1069
 FF1069  STATE/COUNTY-  AR/CRITTENDEN
 FF1069  COUNTRY     -  US
 FF1069  USGS QUAD   -  NORTHWEST MEMPHIS (2019)
 FF1069
 FF1069                         *CURRENT SURVEY CONTROL
 FF1069  ______________________________________________________________________
 FF1069* NAD 83(1986) POSITION- 35 12 59.     (N) 090 06 10.     (W)   SCALED
 FF1069* NAVD 88 ORTHO HEIGHT -    73.920 (meters)      242.52  (feet) ADJUSTED
 FF1069  ______________________________________________________________________
 FF1069  GEOID HEIGHT    -        -27.336 (meters)                     GEOID18
 FF1069  DYNAMIC HEIGHT  -         73.854 (meters)      242.30  (feet) COMP
 FF1069  MODELED GRAVITY -    979,737.8   (mgal)                       NAVD 88
 FF1069
 FF1069  VERT ORDER      -  FIRST     CLASS I
 FF1069
 FF1069.The horizontal coordinates were scaled from a map and have
 FF1069.an estimated accuracy of +/- 6 seconds.
 FF1069
 FF1069.The orthometric height was determined by differential leveling and
 FF1069.adjusted by the NATIONAL GEODETIC SURVEY
 FF1069.in June 1991.
 FF1069
 FF1069.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1069.GEOID18 height accuracy estimate available here.
 FF1069
 FF1069.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV637008(NAD 83)
 FF1069
 FF1069                          SUPERSEDED SURVEY CONTROL
 FF1069
 FF1069  NGVD 29 (11/26/84)   73.904  (m)          242.47   (f) ADJUSTED    1 1
 FF1069
 FF1069.Superseded values are not recommended for survey control.
 FF1069
 FF1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1069.See file dsdata.pdf to determine how the superseded data were derived.
 FF1069
 FF1069_MARKER: DV = VERTICAL CONTROL DISK
 FF1069_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FF1069+WITH SETTING: INTO GROUND
 FF1069_STAMPING: M 217 1976
 FF1069_MARK LOGO: NGS
 FF1069_MAGNETIC: I = MARKER IS A STEEL ROD
 FF1069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH0196 ***********************************************************************
 EH0196  DESIGNATION -  M 218
 EH0196  PID         -  EH0196
 EH0196  STATE/COUNTY-  AR/CRITTENDEN
 EH0196  COUNTRY     -  US
 EH0196  USGS QUAD   -  HORSESHOE LAKE (2017)
 EH0196
 EH0196                         *CURRENT SURVEY CONTROL
 EH0196  ______________________________________________________________________
 EH0196* NAD 83(1986) POSITION- 34 57 31.     (N) 090 16 52.     (W)   SCALED
 EH0196* NAVD 88 ORTHO HEIGHT -    69.782 (meters)      228.94  (feet) ADJUSTED
 EH0196  ______________________________________________________________________
 EH0196  GEOID HEIGHT    -        -27.218 (meters)                     GEOID18
 EH0196  DYNAMIC HEIGHT  -         69.718 (meters)      228.73  (feet) COMP
 EH0196  MODELED GRAVITY -    979,713.6   (mgal)                       NAVD 88
 EH0196
 EH0196  VERT ORDER      -  FIRST     CLASS II
 EH0196
 EH0196.The horizontal coordinates were scaled from a map and have
 EH0196.an estimated accuracy of +/- 6 seconds.
 EH0196
 EH0196.The orthometric height was determined by differential leveling and
 EH0196.adjusted by the NATIONAL GEODETIC SURVEY
 EH0196.in June 1991.
 EH0196
 EH0196.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0196.GEOID18 height accuracy estimate available here.
 EH0196
 EH0196.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU482718(NAD 83)
 EH0196
 EH0196                          SUPERSEDED SURVEY CONTROL
 EH0196
 EH0196  NGVD 29 (11/26/84)   69.792  (m)          228.98   (f) ADJUSTED    1 2
 EH0196
 EH0196.Superseded values are not recommended for survey control.
 EH0196
 EH0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0196.See file dsdata.pdf to determine how the superseded data were derived.
 EH0196
 EH0196_MARKER: DV = VERTICAL CONTROL DISK
 EH0196_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0196+WITH SETTING: INTO GROUND
 EH0196_STAMPING: M 218 1976
 EH0196_MARK LOGO: NGS
 EH0196_MAGNETIC: I = MARKER IS A STEEL ROD
 EH0196_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0196_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0196+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2011
 EH0196
 EH0196  HISTORY     - Date     Condition        Report By
 EH0196  HISTORY     - 1976     MONUMENTED       NGS
 EH0196  HISTORY     - 20030317 GOOD             USACE
 EH0196  HISTORY     - 20111025 GOOD             ARHD
 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.
 EH0196
 EH0196                          STATION RECOVERY (2011)
 EH0196
 EH0196'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (I)
 EH0196'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH0219 ***********************************************************************
 EH0219  DESIGNATION -  M 219
 EH0219  PID         -  EH0219
 EH0219  STATE/COUNTY-  AR/LEE
 EH0219  COUNTRY     -  US
 EH0219  USGS QUAD   -  HUGHES (2017)
 EH0219
 EH0219                         *CURRENT SURVEY CONTROL
 EH0219  ______________________________________________________________________
 EH0219* NAD 83(1986) POSITION- 34 53 21.     (N) 090 28 25.     (W)   SCALED
 EH0219* NAVD 88 ORTHO HEIGHT -    66.307 (meters)      217.54  (feet) ADJUSTED
 EH0219  ______________________________________________________________________
 EH0219  GEOID HEIGHT    -        -27.017 (meters)                     GEOID18
 EH0219  DYNAMIC HEIGHT  -         66.246 (meters)      217.34  (feet) COMP
 EH0219  MODELED GRAVITY -    979,715.3   (mgal)                       NAVD 88
 EH0219
 EH0219  VERT ORDER      -  FIRST     CLASS II
 EH0219
 EH0219.The horizontal coordinates were scaled from a map and have
 EH0219.an estimated accuracy of +/- 6 seconds.
 EH0219
 EH0219.The orthometric height was determined by differential leveling and
 EH0219.adjusted by the NATIONAL GEODETIC SURVEY
 EH0219.in June 1991.
 EH0219
 EH0219.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0219.GEOID18 height accuracy estimate available here.
 EH0219
 EH0219.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU308636(NAD 83)
 EH0219
 EH0219                          SUPERSEDED SURVEY CONTROL
 EH0219
 EH0219  NGVD 29 (11/26/84)   66.330  (m)          217.62   (f) ADJUSTED    1 2
 EH0219
 EH0219.Superseded values are not recommended for survey control.
 EH0219
 EH0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0219.See file dsdata.pdf to determine how the superseded data were derived.
 EH0219
 EH0219_MARKER: DV = VERTICAL CONTROL DISK
 EH0219_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0219+WITH SETTING: INTO GROUND
 EH0219_STAMPING: M 219 1976
 EH0219_MARK LOGO: NGS
 EH0219_MAGNETIC: I = MARKER IS A STEEL ROD
 EH0219_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0219_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0219+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2012
 EH0219
 EH0219  HISTORY     - Date     Condition        Report By
 EH0219  HISTORY     - 1976     MONUMENTED       NGS
 EH0219  HISTORY     - 20030318 GOOD             USACE
 EH0219  HISTORY     - 20120221 GOOD             BFENG
 EH0219
 EH0219                          STATION DESCRIPTION
 EH0219
 EH0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 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'FT ENCASED IN A PIPE 2 FT BELOW LEVEE 1 FT SOUTHWEST OF A WITNESS
 EH0219'POST.
 EH0219
 EH0219                          STATION RECOVERY (2003)
 EH0219
 EH0219'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (DLB)
 EH0219'RECOVERED IN GOOD CONDITION.
 EH0219
 EH0219                          STATION RECOVERY (2012)
 EH0219
 EH0219'RECOVERY NOTE BY B AND F ENGINEERING 2012 (RDB)
 EH0219'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DM0016 ***********************************************************************
 DM0016  DESIGNATION -  M 22
 DM0016  PID         -  DM0016
 DM0016  STATE/COUNTY-  AR/LITTLE RIVER
 DM0016  COUNTRY     -  US
 DM0016  USGS QUAD   -  WINTHROP (2017)
 DM0016
 DM0016                         *CURRENT SURVEY CONTROL
 DM0016  ______________________________________________________________________
 DM0016* NAD 83(1986) POSITION- 33 46 28.20   (N) 094 15 50.02   (W)   HD_HELD1
 DM0016* NAVD 88 ORTHO HEIGHT -    94.898 (meters)      311.34  (feet) ADJUSTED
 DM0016  ______________________________________________________________________
 DM0016  GEOID HEIGHT    -        -27.201 (meters)                     GEOID18
 DM0016  DYNAMIC HEIGHT  -         94.800 (meters)      311.02  (feet) COMP
 DM0016  MODELED GRAVITY -    979,607.3   (mgal)                       NAVD 88
 DM0016
 DM0016  VERT ORDER      -  FIRST     CLASS II
 DM0016
 DM0016.The horizontal coordinates were determined by differentially corrected
 DM0016.hand held GPS observations or other comparable positioning techniques
 DM0016.and have an estimated accuracy of +/- 3 meters.
 DM0016
 DM0016.The orthometric height was determined by differential leveling and
 DM0016.adjusted by the NATIONAL GEODETIC SURVEY
 DM0016.in June 1991.
 DM0016
 DM0016.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM0016.GEOID18 height accuracy estimate available here.
 DM0016
 DM0016.Click photographs - Photos may exist for this station.
 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     -   525,190.7     190,331.6     MT  (+/- 3 meters HH1 GPS) 
 DM0016
 DM0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT8297037871(NAD 83)
 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
 DM0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0016.See file dsdata.pdf to determine how the superseded data were derived.
 DM0016
 DM0016_MARKER: DB = BENCH MARK DISK
 DM0016_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM0016_SP_SET: CULVERT HEADWALL
 DM0016_STAMPING: M 22 1932
 DM0016_MARK LOGO: CGS
 DM0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0016+STABILITY: SURFACE MOTION
 DM0016
 DM0016  HISTORY     - Date     Condition        Report By
 DM0016  HISTORY     - 1932     MONUMENTED       CGS
 DM0016  HISTORY     - 1962     GOOD             CGS
 DM0016  HISTORY     - 1985     GOOD             NGS
 DM0016
 DM0016                          STATION DESCRIPTION
 DM0016
 DM0016'DESCRIBED BY COAST AND 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EH0752 ***********************************************************************
 EH0752  DESIGNATION -  M 221
 EH0752  PID         -  EH0752
 EH0752  STATE/COUNTY-  AR/PHILLIPS
 EH0752  COUNTRY     -  US
 EH0752  USGS QUAD   -  MELLWOOD (2017)
 EH0752
 EH0752                         *CURRENT SURVEY CONTROL
 EH0752  ______________________________________________________________________
 EH0752* NAD 83(1986) POSITION- 34 10 38.     (N) 090 55 34.     (W)   SCALED
 EH0752* NAVD 88 ORTHO HEIGHT -    56.027 (meters)      183.82  (feet) ADJUSTED
 EH0752  ______________________________________________________________________
 EH0752  GEOID HEIGHT    -        -26.665 (meters)                     GEOID18
 EH0752  DYNAMIC HEIGHT  -         55.972 (meters)      183.63  (feet) COMP
 EH0752  MODELED GRAVITY -    979,647.4   (mgal)                       NAVD 88
 EH0752
 EH0752  VERT ORDER      -  FIRST     CLASS II
 EH0752
 EH0752.The horizontal coordinates were scaled from a map and have
 EH0752.an estimated accuracy of +/- 6 seconds.
 EH0752
 EH0752.The orthometric height was determined by differential leveling and
 EH0752.adjusted by the NATIONAL GEODETIC SURVEY
 EH0752.in September 2022.
 EH0752
 EH0752.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0752.GEOID18 height accuracy estimate available here.
 EH0752
 EH0752.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT911837(NAD 83)
 EH0752
 EH0752                          SUPERSEDED SURVEY CONTROL
 EH0752
 EH0752  NAVD 88 (06/15/91)   56.023  (m)          183.80   (f) SUPERSEDED  1 2
 EH0752  NGVD 29 (11/26/84)   56.088  (m)          184.02   (f) ADJUSTED    1 2
 EH0752
 EH0752.Superseded values are not recommended for survey control.
 EH0752
 EH0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0752.See file dsdata.pdf to determine how the superseded data were derived.
 EH0752
 EH0752_MARKER: DV = VERTICAL CONTROL 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: NGS
 EH0752_MAGNETIC: I = MARKER IS A STEEL ROD
 EH0752_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH0992 ***********************************************************************
 EH0992  DESIGNATION -  M 222
 EH0992  PID         -  EH0992
 EH0992  STATE/COUNTY-  AR/PHILLIPS
 EH0992  COUNTRY     -  US
 EH0992  USGS QUAD   -  LA GRANGE (2017)
 EH0992
 EH0992                         *CURRENT SURVEY CONTROL
 EH0992  ______________________________________________________________________
 EH0992* NAD 83(1986) POSITION- 34 38 20.     (N) 090 37 48.     (W)   SCALED
 EH0992* NAVD 88 ORTHO HEIGHT -    63.923 (meters)      209.72  (feet) ADJUSTED
 EH0992  ______________________________________________________________________
 EH0992  GEOID HEIGHT    -        -26.982 (meters)                     GEOID18
 EH0992  DYNAMIC HEIGHT  -         63.862 (meters)      209.52  (feet) COMP
 EH0992  MODELED GRAVITY -    979,680.6   (mgal)                       NAVD 88
 EH0992
 EH0992  VERT ORDER      -  FIRST     CLASS II
 EH0992
 EH0992.The horizontal coordinates were scaled from a map and have
 EH0992.an estimated accuracy of +/- 6 seconds.
 EH0992
 EH0992.The orthometric height was determined by differential leveling and
 EH0992.adjusted by the NATIONAL GEODETIC SURVEY
 EH0992.in June 1991.
 EH0992
 EH0992.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0992.GEOID18 height accuracy estimate available here.
 EH0992
 EH0992.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU172355(NAD 83)
 EH0992
 EH0992                          SUPERSEDED SURVEY CONTROL
 EH0992
 EH0992  NGVD 29 (11/26/84)   63.955  (m)          209.83   (f) ADJUSTED    1 2
 EH0992
 EH0992.Superseded values are not recommended for survey control.
 EH0992
 EH0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0992.See file dsdata.pdf to determine how the superseded data were derived.
 EH0992
 EH0992_MARKER: DV = VERTICAL CONTROL 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_MARK LOGO: NGS
 EH0992_MAGNETIC: I = MARKER IS A STEEL ROD
 EH0992_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1438 ***********************************************************************
 EH1438  DESIGNATION -  M 223
 EH1438  PID         -  EH1438
 EH1438  STATE/COUNTY-  AR/DESHA
 EH1438  COUNTRY     -  US
 EH1438  USGS QUAD   -  SNOW LAKE (2017)
 EH1438
 EH1438                         *CURRENT SURVEY CONTROL
 EH1438  ______________________________________________________________________
 EH1438* NAD 83(1986) POSITION- 34 01 01.     (N) 091 00 16.     (W)   SCALED
 EH1438* NAVD 88 ORTHO HEIGHT -    48.831 (meters)      160.21  (feet) ADJUSTED
 EH1438  ______________________________________________________________________
 EH1438  GEOID HEIGHT    -        -26.529 (meters)                     GEOID18
 EH1438  DYNAMIC HEIGHT  -         48.783 (meters)      160.05  (feet) COMP
 EH1438  MODELED GRAVITY -    979,638.8   (mgal)                       NAVD 88
 EH1438
 EH1438  VERT ORDER      -  FIRST     CLASS II
 EH1438
 EH1438.The horizontal coordinates were scaled from a map and have
 EH1438.an estimated accuracy of +/- 6 seconds.
 EH1438
 EH1438.The orthometric height was determined by differential leveling and
 EH1438.adjusted by the NATIONAL GEODETIC SURVEY
 EH1438.in June 1991.
 EH1438
 EH1438.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1438.GEOID18 height accuracy estimate available here.
 EH1438
 EH1438.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT842658(NAD 83)
 EH1438
 EH1438                          SUPERSEDED SURVEY CONTROL
 EH1438
 EH1438  NGVD 29 (11/26/84)   48.875  (m)          160.35   (f) ADJUSTED    1 2
 EH1438
 EH1438.Superseded values are not recommended for survey control.
 EH1438
 EH1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1438.See file dsdata.pdf to determine how the superseded data were derived.
 EH1438
 EH1438_MARKER: DV = VERTICAL CONTROL DISK
 EH1438_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH1438_STAMPING: M 223 1976
 EH1438_MARK LOGO: NGS
 EH1438_MAGNETIC: I = MARKER IS A STEEL ROD
 EH1438_STABILITY: B = PROBABLY HOLD 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   USACE
 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 ARMY CORPS OF ENGINEERS 2000 (JMH)
 EH1438'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1473 ***********************************************************************
 EH1473  DESIGNATION -  M 224
 EH1473  PID         -  EH1473
 EH1473  STATE/COUNTY-  AR/MONROE
 EH1473  COUNTRY     -  US
 EH1473  USGS QUAD   -  TURNER (2017)
 EH1473
 EH1473                         *CURRENT SURVEY CONTROL
 EH1473  ______________________________________________________________________
 EH1473* NAD 83(1986) POSITION- 34 23 32.     (N) 091 05 34.     (W)   SCALED
 EH1473* NAVD 88 ORTHO HEIGHT -    46.379 (meters)      152.16  (feet) ADJUSTED
 EH1473  ______________________________________________________________________
 EH1473  GEOID HEIGHT    -        -26.772 (meters)                     GEOID18
 EH1473  DYNAMIC HEIGHT  -         46.334 (meters)      152.01  (feet) COMP
 EH1473  MODELED GRAVITY -    979,665.1   (mgal)                       NAVD 88
 EH1473
 EH1473  VERT ORDER      -  FIRST     CLASS II
 EH1473
 EH1473.The horizontal coordinates were scaled from a map and have
 EH1473.an estimated accuracy of +/- 6 seconds.
 EH1473
 EH1473.The orthometric height was determined by differential leveling and
 EH1473.adjusted by the NATIONAL GEODETIC SURVEY
 EH1473.in August 1993.
 EH1473
 EH1473.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1473.GEOID18 height accuracy estimate available here.
 EH1473
 EH1473.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU753072(NAD 83)
 EH1473
 EH1473                          SUPERSEDED SURVEY CONTROL
 EH1473
 EH1473  NAVD 88 (06/15/91)   46.362  (m)          152.11   (f) SUPERSEDED  1 2
 EH1473  NGVD 29 (11/26/84)   46.407  (m)          152.25   (f) ADJUSTED    1 2
 EH1473
 EH1473.Superseded values are not recommended for survey control.
 EH1473
 EH1473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1473.See file dsdata.pdf to determine how the superseded data were derived.
 EH1473
 EH1473_MARKER: DV = VERTICAL CONTROL 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_MARK LOGO: NGS
 EH1473_MAGNETIC: I = MARKER IS A STEEL ROD
 EH1473_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1464 ***********************************************************************
 EH1464  DESIGNATION -  M 225
 EH1464  PID         -  EH1464
 EH1464  STATE/COUNTY-  AR/ARKANSAS
 EH1464  COUNTRY     -  US
 EH1464  USGS QUAD   -  ETHEL (2017)
 EH1464
 EH1464                         *CURRENT SURVEY CONTROL
 EH1464  ______________________________________________________________________
 EH1464* NAD 83(1986) POSITION- 34 22 08.2    (N) 091 09 15.0    (W)   HD_HELD2
 EH1464* NAVD 88 ORTHO HEIGHT -    56.851 (meters)      186.52  (feet) ADJUSTED
 EH1464  ______________________________________________________________________
 EH1464  GEOID HEIGHT    -        -26.694 (meters)                     GEOID18
 EH1464  DYNAMIC HEIGHT  -         56.795 (meters)      186.33  (feet) COMP
 EH1464  MODELED GRAVITY -    979,665.1   (mgal)                       NAVD 88
 EH1464
 EH1464  VERT ORDER      -  FIRST     CLASS II
 EH1464
 EH1464.The horizontal coordinates were established by autonomous hand held GPS
 EH1464.observations and have an estimated accuracy of +/- 10 meters.
 EH1464
 EH1464.The orthometric height was determined by differential leveling and
 EH1464.adjusted by the NATIONAL GEODETIC SURVEY
 EH1464.in August 1993.
 EH1464
 EH1464.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1464.GEOID18 height accuracy estimate available here.
 EH1464
 EH1464.Click photographs - Photos may exist for this station.
 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     -   589,126.      477,797.      MT  (+/- 10 meters HH2 GPS)
 EH1464
 EH1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU6972804608(NAD 83)
 EH1464
 EH1464                          SUPERSEDED SURVEY CONTROL
 EH1464
 EH1464  NAVD 88 (06/15/91)   56.828  (m)          186.44   (f) SUPERSEDED  1 2
 EH1464  NGVD 29 (11/26/84)   56.878  (m)          186.61   (f) ADJUSTED    1 2
 EH1464
 EH1464.Superseded values are not recommended for survey control.
 EH1464
 EH1464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1464.See file dsdata.pdf to determine how the superseded data were derived.
 EH1464
 EH1464_MARKER: DV = VERTICAL CONTROL DISK
 EH1464_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EH1464_SP_SET: CULVERT HEADWALL
 EH1464_STAMPING: M 225 1976
 EH1464_MARK LOGO: NGS
 EH1464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1464+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DK0889 ***********************************************************************
 DK0889  DESIGNATION -  M 226
 DK0889  PID         -  DK0889
 DK0889  STATE/COUNTY-  AR/DESHA
 DK0889  COUNTRY     -  US
 DK0889  USGS QUAD   -  DUMAS (2017)
 DK0889
 DK0889                         *CURRENT SURVEY CONTROL
 DK0889  ______________________________________________________________________
 DK0889* NAD 83(1986) POSITION- 33 58 05.97   (N) 091 23 23.43   (W)   HD_HELD1
 DK0889* NAVD 88 ORTHO HEIGHT -    56.805 (meters)      186.37  (feet) ADJUSTED
 DK0889  ______________________________________________________________________
 DK0889  GEOID HEIGHT    -        -26.111 (meters)                     GEOID18
 DK0889  DYNAMIC HEIGHT  -         56.749 (meters)      186.18  (feet) COMP
 DK0889  MODELED GRAVITY -    979,655.3   (mgal)                       NAVD 88
 DK0889
 DK0889  VERT ORDER      -  FIRST     CLASS II
 DK0889
 DK0889.The horizontal coordinates were determined by differentially corrected
 DK0889.hand held GPS observations or other comparable positioning techniques
 DK0889.and have an estimated accuracy of +/- 3 meters.
 DK0889
 DK0889.The orthometric height was determined by differential leveling and
 DK0889.adjusted by the NATIONAL GEODETIC SURVEY
 DK0889.in June 1991.
 DK0889
 DK0889.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK0889.GEOID18 height accuracy estimate available here.
 DK0889
 DK0889.Click photographs - Photos may exist for this station.
 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     -   544,537.7     456,385.4     MT  (+/- 3 meters HH1 GPS) 
 DK0889
 DK0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT4875759811(NAD 83)
 DK0889
 DK0889                          SUPERSEDED SURVEY CONTROL
 DK0889
 DK0889  NGVD 29 (11/26/84)   56.868  (m)          186.57   (f) ADJUSTED    1 2
 DK0889
 DK0889.Superseded values are not recommended for survey control.
 DK0889
 DK0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0889.See file dsdata.pdf to determine how the superseded data were derived.
 DK0889
 DK0889_MARKER: DV = VERTICAL CONTROL DISK
 DK0889_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DK0889_STAMPING: M 226 1976
 DK0889_MARK LOGO: NGS
 DK0889_PROJECTION: FLUSH
 DK0889_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK0889_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK0889+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2015
 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  HISTORY     - 20150311 GOOD             USACEL
 DK0889  HISTORY     - 20150317 GOOD             USACEL
 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.
 DK0889
 DK0889                          STATION RECOVERY (2015)
 DK0889
 DK0889'RECOVERY NOTE BY USACE LITTLE ROCK 2015 (SCC)
 DK0889'FOUND IN GOOD CONDITION.  THE CATTLE GUARD IS GONE AND THE WITNESS
 DK0889'POST IS MISSING.  THE COORDINATES HAVE BEEN UPDATED WITH AN OPUS-RS
 DK0889'REPORT.  THE RESULTS OF THIS SHORT OBSERVATION ARE NOT GOOD BUT SHOULD
 DK0889'HELP IN RECOVERY.
 DK0889
 DK0889                          STATION RECOVERY (2015)
 DK0889
 DK0889'RECOVERY NOTE BY USACE LITTLE ROCK 2015 (SCC)
 DK0889'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1241 ***********************************************************************
 EJ1241  DESIGNATION -  M 23
 EJ1241  PID         -  EJ1241
 EJ1241  STATE/COUNTY-  AR/CLARK
 EJ1241  COUNTRY     -  US
 EJ1241  USGS QUAD   -  ANTOINE (2017)
 EJ1241
 EJ1241                         *CURRENT SURVEY CONTROL
 EJ1241  ______________________________________________________________________
 EJ1241* NAD 83(1986) POSITION- 34 02 06.     (N) 093 24 39.     (W)   SCALED
 EJ1241* NAVD 88 ORTHO HEIGHT -    81.062 (meters)      265.95  (feet) ADJUSTED
 EJ1241  ______________________________________________________________________
 EJ1241  GEOID HEIGHT    -        -27.062 (meters)                     GEOID18
 EJ1241  DYNAMIC HEIGHT  -         80.981 (meters)      265.69  (feet) COMP
 EJ1241  MODELED GRAVITY -    979,631.5   (mgal)                       NAVD 88
 EJ1241
 EJ1241  VERT ORDER      -  SECOND    CLASS 0
 EJ1241
 EJ1241.The horizontal coordinates were scaled from a map and have
 EJ1241.an estimated accuracy of +/- 6 seconds.
 EJ1241
 EJ1241.The orthometric height was determined by differential leveling and
 EJ1241.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1241.in June 1991.
 EJ1241
 EJ1241.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1241.GEOID18 height accuracy estimate available here.
 EJ1241
 EJ1241.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT620661(NAD 83)
 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
 EJ1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1241.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1241
 EJ1241_MARKER: DB = BENCH MARK DISK
 EJ1241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1241_STAMPING: 265.964 M 13 1932
 EJ1241_MARK LOGO: CGS
 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             CGS
 EJ1241  HISTORY     - 1964     GOOD             CGS
 EJ1241  HISTORY     - 20160121 MARK NOT FOUND   ARHD
 EJ1241
 EJ1241                          STATION DESCRIPTION
 EJ1241
 EJ1241'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1964
 EJ1241'RECOVERED IN GOOD CONDITION.
 EJ1241
 EJ1241                          STATION RECOVERY (2016)
 EJ1241
 EJ1241'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 EJ1241'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EK0054 ***********************************************************************
 EK0054  DESIGNATION -  M 24 RESET
 EK0054  PID         -  EK0054
 EK0054  STATE/COUNTY-  AR/SCOTT
 EK0054  COUNTRY     -  US
 EK0054  USGS QUAD   -  Y CITY (2017)
 EK0054
 EK0054                         *CURRENT SURVEY CONTROL
 EK0054  ______________________________________________________________________
 EK0054* NAD 83(1986) POSITION- 34 43 45.     (N) 094 00 18.     (W)   SCALED
 EK0054* NAVD 88 ORTHO HEIGHT -   261.55  (meters)      858.1   (feet) RESET
 EK0054  ______________________________________________________________________
 EK0054  GEOID HEIGHT    -        -30.130 (meters)                     GEOID18
 EK0054  VERT ORDER      -  THIRD
 EK0054
 EK0054.The horizontal coordinates were scaled from a map and have
 EK0054.an estimated accuracy of +/- 6 seconds.
 EK0054
 EK0054.The orthometric height was computed from unverified reset data.
 EK0054
 EK0054.No vertical observational check was made to the station.
 EK0054
 EK0054.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0054.GEOID18 height accuracy estimate available here.
 EK0054
 EK0054.Click photographs - Photos may exist for this station.
 EK0054
 EK0054;                    North         East    Units  Estimated Accuracy
 EK0054;SPC AR N     -    45,790.      216,370.      MT  (+/- 180 meters Scaled)
 EK0054
 EK0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU079434(NAD 83)
 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
 EK0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0054.See file dsdata.pdf to determine how the superseded data were derived.
 EK0054
 EK0054_MARKER: DB = BENCH MARK DISK
 EK0054_SETTING: 7 = 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 = MARCH 20, 2026 22:17:28 EDT
 DK0929 ***********************************************************************
 DK0929  DESIGNATION -  M 240
 DK0929  PID         -  DK0929
 DK0929  STATE/COUNTY-  AR/DREW
 DK0929  COUNTRY     -  US
 DK0929  USGS QUAD   -  MCGEHEE NORTH (2017)
 DK0929
 DK0929                         *CURRENT SURVEY CONTROL
 DK0929  ______________________________________________________________________
 DK0929* NAD 83(1986) POSITION- 33 44 01.     (N) 091 28 39.     (W)   SCALED
 DK0929* NAVD 88 ORTHO HEIGHT -    47.817 (meters)      156.88  (feet) ADJUSTED
 DK0929  ______________________________________________________________________
 DK0929  GEOID HEIGHT    -        -26.070 (meters)                     GEOID18
 DK0929  DYNAMIC HEIGHT  -         47.768 (meters)      156.72  (feet) COMP
 DK0929  MODELED GRAVITY -    979,621.0   (mgal)                       NAVD 88
 DK0929
 DK0929  VERT ORDER      -  FIRST     CLASS II
 DK0929
 DK0929.The horizontal coordinates were scaled from a map and have
 DK0929.an estimated accuracy of +/- 6 seconds.
 DK0929
 DK0929.The orthometric height was determined by differential leveling and
 DK0929.adjusted by the NATIONAL GEODETIC SURVEY
 DK0929.in June 1991.
 DK0929
 DK0929.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK0929.GEOID18 height accuracy estimate available here.
 DK0929
 DK0929.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT410336(NAD 83)
 DK0929
 DK0929                          SUPERSEDED SURVEY CONTROL
 DK0929
 DK0929  NGVD 29 (11/26/84)   47.944  (m)          157.30   (f) ADJUSTED    1 2
 DK0929
 DK0929.Superseded values are not recommended for survey control.
 DK0929
 DK0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0929.See file dsdata.pdf to determine how the superseded data were derived.
 DK0929
 DK0929_MARKER: DB = BENCH MARK DISK
 DK0929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0929_STAMPING: M 240 1939
 DK0929_MARK LOGO: CGS
 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     - 20071025 MARK NOT FOUND   UARM
 DK0929
 DK0929                          STATION DESCRIPTION
 DK0929
 DK0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 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 (2007)
 DK0929
 DK0929'RECOVERY NOTE BY UNIVERSITY OF ARKANSAS MONTICELLO 2007 (DJM)
 DK0929'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK1035 ***********************************************************************
 DK1035  DESIGNATION -  M 243
 DK1035  PID         -  DK1035
 DK1035  STATE/COUNTY-  AR/CHICOT
 DK1035  COUNTRY     -  US
 DK1035  USGS QUAD   -  JEROME (2017)
 DK1035
 DK1035                         *CURRENT SURVEY CONTROL
 DK1035  ______________________________________________________________________
 DK1035* NAD 83(1986) POSITION- 33 25 42.     (N) 091 27 21.     (W)   SCALED
 DK1035* NAVD 88 ORTHO HEIGHT -    39.744 (meters)      130.39  (feet) ADJUSTED
 DK1035  ______________________________________________________________________
 DK1035  GEOID HEIGHT    -        -26.035 (meters)                     GEOID18
 DK1035  DYNAMIC HEIGHT  -         39.702 (meters)      130.26  (feet) COMP
 DK1035  MODELED GRAVITY -    979,594.8   (mgal)                       NAVD 88
 DK1035
 DK1035  VERT ORDER      -  FIRST     CLASS II
 DK1035
 DK1035.The horizontal coordinates were scaled from a map and have
 DK1035.an estimated accuracy of +/- 6 seconds.
 DK1035
 DK1035.The orthometric height was determined by differential leveling and
 DK1035.adjusted by the NATIONAL GEODETIC SURVEY
 DK1035.in June 1991.
 DK1035
 DK1035.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1035.GEOID18 height accuracy estimate available here.
 DK1035
 DK1035.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS435998(NAD 83)
 DK1035
 DK1035                          SUPERSEDED SURVEY CONTROL
 DK1035
 DK1035  NGVD 29 (11/26/84)   39.855  (m)          130.76   (f) ADJUSTED    1 2
 DK1035
 DK1035.Superseded values are not recommended for survey control.
 DK1035
 DK1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1035.See file dsdata.pdf to determine how the superseded data were derived.
 DK1035
 DK1035_MARKER: DB = BENCH MARK DISK
 DK1035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1035_STAMPING: M 243 1939
 DK1035_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0384 ***********************************************************************
 FG0384  DESIGNATION -  M 244
 FG0384  PID         -  FG0384
 FG0384  STATE/COUNTY-  AR/PERRY
 FG0384  COUNTRY     -  US
 FG0384  USGS QUAD   -  ADONA (2017)
 FG0384
 FG0384                         *CURRENT SURVEY CONTROL
 FG0384  ______________________________________________________________________
 FG0384* NAD 83(1986) POSITION- 35 01 28.     (N) 092 59 53.     (W)   SCALED
 FG0384* NAVD 88 ORTHO HEIGHT -   115.138 (meters)      377.75  (feet) ADJUSTED
 FG0384  ______________________________________________________________________
 FG0384  GEOID HEIGHT    -        -28.782 (meters)                     GEOID18
 FG0384  DYNAMIC HEIGHT  -        115.027 (meters)      377.38  (feet) COMP
 FG0384  MODELED GRAVITY -    979,669.7   (mgal)                       NAVD 88
 FG0384
 FG0384  VERT ORDER      -  SECOND    CLASS 0
 FG0384
 FG0384.The horizontal coordinates were scaled from a map and have
 FG0384.an estimated accuracy of +/- 6 seconds.
 FG0384
 FG0384.The orthometric height was determined by differential leveling and
 FG0384.adjusted by the NATIONAL GEODETIC SURVEY
 FG0384.in June 1991.
 FG0384
 FG0384.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0384.GEOID18 height accuracy estimate available here.
 FG0384
 FG0384.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU001757(NAD 83)
 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
 FG0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0384.See file dsdata.pdf to determine how the superseded data were derived.
 FG0384
 FG0384_MARKER: DB = BENCH MARK DISK
 FG0384_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0384_STAMPING: M 244 1939
 FG0384_MARK LOGO: CGS
 FG0384_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0878 ***********************************************************************
 FF0878  DESIGNATION -  M 246
 FF0878  PID         -  FF0878
 FF0878  STATE/COUNTY-  AR/CRAIGHEAD
 FF0878  COUNTRY     -  US
 FF0878  USGS QUAD   -  CASH (2017)
 FF0878
 FF0878                         *CURRENT SURVEY CONTROL
 FF0878  ______________________________________________________________________
 FF0878* NAD 83(1986) POSITION- 35 46 51.8    (N) 090 56 50.9    (W)   HD_HELD2
 FF0878* NAVD 88 ORTHO HEIGHT -    75.410 (meters)      247.41  (feet) ADJUSTED
 FF0878  ______________________________________________________________________
 FF0878  GEOID HEIGHT    -        -27.763 (meters)                     GEOID18
 FF0878  DYNAMIC HEIGHT  -         75.346 (meters)      247.20  (feet) COMP
 FF0878  MODELED GRAVITY -    979,784.4   (mgal)                       NAVD 88
 FF0878
 FF0878  VERT ORDER      -  SECOND    CLASS 0
 FF0878
 FF0878.The horizontal coordinates were established by autonomous hand held GPS
 FF0878.observations and have an estimated accuracy of +/- 10 meters.
 FF0878
 FF0878.The orthometric height was determined by differential leveling and
 FF0878.adjusted by the NATIONAL GEODETIC SURVEY
 FF0878.in June 1991.
 FF0878
 FF0878.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0878.GEOID18 height accuracy estimate available here.
 FF0878
 FF0878.Click photographs - Photos may exist for this station.
 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     -   161,122.      495,154.      MT  (+/- 10 meters HH2 GPS)
 FF0878
 FF0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV8551261608(NAD 83)
 FF0878
 FF0878                          SUPERSEDED SURVEY CONTROL
 FF0878
 FF0878  NGVD 29 (11/26/84)   75.333  (m)          247.16   (f) ADJUSTED    2 0
 FF0878
 FF0878.Superseded values are not recommended for survey control.
 FF0878
 FF0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0878.See file dsdata.pdf to determine how the superseded data were derived.
 FF0878
 FF0878_MARKER: DB = BENCH MARK DISK
 FF0878_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FF0878_SP_SET: CULVERT HEADWALL
 FF0878_STAMPING: M 246 1938
 FF0878_MARK LOGO: CGS
 FF0878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0878+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DL0592 ***********************************************************************
 DL0592  DESIGNATION -  M 247
 DL0592  PID         -  DL0592
 DL0592  STATE/COUNTY-  AR/COLUMBIA
 DL0592  COUNTRY     -  US
 DL0592  USGS QUAD   -  BUSSEY (2017)
 DL0592
 DL0592                         *CURRENT SURVEY CONTROL
 DL0592  ______________________________________________________________________
 DL0592* NAD 83(1986) POSITION- 33 11 27.     (N) 093 27 35.     (W)   SCALED
 DL0592* NAVD 88 ORTHO HEIGHT -    80.302 (meters)      263.46  (feet) ADJUSTED
 DL0592  ______________________________________________________________________
 DL0592  GEOID HEIGHT    -        -26.481 (meters)                     GEOID18
 DL0592  DYNAMIC HEIGHT  -         80.215 (meters)      263.17  (feet) COMP
 DL0592  MODELED GRAVITY -    979,558.1   (mgal)                       NAVD 88
 DL0592
 DL0592  VERT ORDER      -  SECOND    CLASS 0
 DL0592
 DL0592.The horizontal coordinates were scaled from a map and have
 DL0592.an estimated accuracy of +/- 6 seconds.
 DL0592
 DL0592.The orthometric height was determined by differential leveling and
 DL0592.adjusted by the NATIONAL GEODETIC SURVEY
 DL0592.in June 1991.
 DL0592
 DL0592.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0592.GEOID18 height accuracy estimate available here.
 DL0592
 DL0592.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS571725(NAD 83)
 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
 DL0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0592.See file dsdata.pdf to determine how the superseded data were derived.
 DL0592
 DL0592_MARKER: DB = BENCH MARK DISK
 DL0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0592_STAMPING: M 247 1938
 DL0592_MARK LOGO: CGS
 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             CGS
 DL0592
 DL0592                          STATION DESCRIPTION
 DL0592
 DL0592'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1534 ***********************************************************************
 EJ1534  DESIGNATION -  M 248
 EJ1534  PID         -  EJ1534
 EJ1534  STATE/COUNTY-  AR/MONTGOMERY
 EJ1534  COUNTRY     -  US
 EJ1534  USGS QUAD   -  ODEN (2017)
 EJ1534
 EJ1534                         *CURRENT SURVEY CONTROL
 EJ1534  ______________________________________________________________________
 EJ1534* NAD 83(1986) POSITION- 34 36 31.     (N) 093 46 44.     (W)   SCALED
 EJ1534* NAVD 88 ORTHO HEIGHT -   231.019 (meters)      757.93  (feet) ADJUSTED
 EJ1534  ______________________________________________________________________
 EJ1534  GEOID HEIGHT    -        -29.095 (meters)                     GEOID18
 EJ1534  DYNAMIC HEIGHT  -        230.780 (meters)      757.15  (feet) COMP
 EJ1534  MODELED GRAVITY -    979,594.0   (mgal)                       NAVD 88
 EJ1534
 EJ1534  VERT ORDER      -  SECOND    CLASS 0
 EJ1534
 EJ1534.The horizontal coordinates were scaled from a map and have
 EJ1534.an estimated accuracy of +/- 6 seconds.
 EJ1534
 EJ1534.The orthometric height was determined by differential leveling and
 EJ1534.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1534.in June 1991.
 EJ1534
 EJ1534.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1534.GEOID18 height accuracy estimate available here.
 EJ1534
 EJ1534.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU285299(NAD 83)
 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
 EJ1534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1534.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1534
 EJ1534_MARKER: DB = BENCH MARK DISK
 EJ1534_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ1534_STAMPING: M 248 1939
 EJ1534_MARK LOGO: CGS
 EJ1534_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1534
 EJ1534  HISTORY     - Date     Condition        Report By
 EJ1534  HISTORY     - 1939     MONUMENTED       CGS
 EJ1534  HISTORY     - 1961     GOOD             CGS
 EJ1534  HISTORY     - 1983     MARK NOT FOUND   USGS
 EJ1534
 EJ1534                          STATION DESCRIPTION
 EJ1534
 EJ1534'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EH1574 ***********************************************************************
 EH1574  DESIGNATION -  M 249
 EH1574  PID         -  EH1574
 EH1574  STATE/COUNTY-  AR/LINCOLN
 EH1574  COUNTRY     -  US
 EH1574  USGS QUAD   -  CADES (2017)
 EH1574
 EH1574                         *CURRENT SURVEY CONTROL
 EH1574  ______________________________________________________________________
 EH1574* NAD 83(1986) POSITION- 34 00 41.     (N) 091 32 35.     (W)   SCALED
 EH1574* NAVD 88 ORTHO HEIGHT -    51.545 (meters)      169.11  (feet) ADJUSTED
 EH1574  ______________________________________________________________________
 EH1574  GEOID HEIGHT    -        -26.015 (meters)                     GEOID18
 EH1574  DYNAMIC HEIGHT  -         51.494 (meters)      168.94  (feet) COMP
 EH1574  MODELED GRAVITY -    979,647.9   (mgal)                       NAVD 88
 EH1574
 EH1574  VERT ORDER      -  SECOND    CLASS 0
 EH1574
 EH1574.The horizontal coordinates were scaled from a map and have
 EH1574.an estimated accuracy of +/- 6 seconds.
 EH1574
 EH1574.The orthometric height was determined by differential leveling and
 EH1574.adjusted by the NATIONAL GEODETIC SURVEY
 EH1574.in June 1991.
 EH1574
 EH1574.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1574.GEOID18 height accuracy estimate available here.
 EH1574
 EH1574.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT345643(NAD 83)
 EH1574
 EH1574                          SUPERSEDED SURVEY CONTROL
 EH1574
 EH1574  NGVD 29 (11/26/84)   51.620  (m)          169.36   (f) ADJUSTED    2 0
 EH1574
 EH1574.Superseded values are not recommended for survey control.
 EH1574
 EH1574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1574.See file dsdata.pdf to determine how the superseded data were derived.
 EH1574
 EH1574_MARKER: DB = BENCH MARK DISK
 EH1574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1574_STAMPING: M 249 1940
 EH1574_MARK LOGO: CGS
 EH1574_PROJECTION: PROJECTING 13 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0269 ***********************************************************************
 GE0269  DESIGNATION -  M 25
 GE0269  PID         -  GE0269
 GE0269  STATE/COUNTY-  AR/CLAY
 GE0269  COUNTRY     -  US
 GE0269  USGS QUAD   -  DATTO (2017)
 GE0269
 GE0269                         *CURRENT SURVEY CONTROL
 GE0269  ______________________________________________________________________
 GE0269* NAD 83(1986) POSITION- 36 29 29.     (N) 090 42 41.     (W)   SCALED
 GE0269* NAVD 88 ORTHO HEIGHT -    88.027 (meters)      288.80  (feet) ADJUSTED
 GE0269  ______________________________________________________________________
 GE0269  GEOID HEIGHT    -        -28.915 (meters)                     GEOID18
 GE0269  DYNAMIC HEIGHT  -         87.955 (meters)      288.57  (feet) COMP
 GE0269  MODELED GRAVITY -    979,822.8   (mgal)                       NAVD 88
 GE0269
 GE0269  VERT ORDER      -  FIRST     CLASS II
 GE0269
 GE0269.The horizontal coordinates were scaled from a map and have
 GE0269.an estimated accuracy of +/- 6 seconds.
 GE0269
 GE0269.The orthometric height was determined by differential leveling and
 GE0269.adjusted by the NATIONAL GEODETIC SURVEY
 GE0269.in June 1991.
 GE0269
 GE0269.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0269.GEOID18 height accuracy estimate available here.
 GE0269
 GE0269.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA049408(NAD 83)
 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
 GE0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0269.See file dsdata.pdf to determine how the superseded data were derived.
 GE0269
 GE0269_MARKER: DB = BENCH MARK DISK
 GE0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0269_STAMPING: 288.717 M 25 1932
 GE0269_MARK LOGO: CGS
 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             CGS
 GE0269  HISTORY     - 1972     MARK NOT FOUND   USGS
 GE0269  HISTORY     - 1976     MARK NOT FOUND   USGS
 GE0269
 GE0269                          STATION DESCRIPTION
 GE0269
 GE0269'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG1165 ***********************************************************************
 FG1165  DESIGNATION -  M 25
 FG1165  PID         -  FG1165
 FG1165  STATE/COUNTY-  AR/YELL
 FG1165  COUNTRY     -  US
 FG1165  USGS QUAD   -  OLA (2017)
 FG1165
 FG1165                         *CURRENT SURVEY CONTROL
 FG1165  ______________________________________________________________________
 FG1165* NAD 83(1986) POSITION- 35 01 57.     (N) 093 12 58.     (W)   SCALED
 FG1165* NAVD 88 ORTHO HEIGHT -   106.245 (meters)      348.57  (feet) ADJUSTED
 FG1165  ______________________________________________________________________
 FG1165  GEOID HEIGHT    -        -29.250 (meters)                     GEOID18
 FG1165  DYNAMIC HEIGHT  -        106.141 (meters)      348.23  (feet) COMP
 FG1165  MODELED GRAVITY -    979,660.0   (mgal)                       NAVD 88
 FG1165
 FG1165  VERT ORDER      -  SECOND    CLASS I
 FG1165
 FG1165.The horizontal coordinates were scaled from a map and have
 FG1165.an estimated accuracy of +/- 6 seconds.
 FG1165
 FG1165.The orthometric height was determined by differential leveling and
 FG1165.adjusted by the NATIONAL GEODETIC SURVEY
 FG1165.in September 2023.
 FG1165
 FG1165.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1165.GEOID18 height accuracy estimate available here.
 FG1165
 FG1165.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU802766(NAD 83)
 FG1165
 FG1165                          SUPERSEDED SURVEY CONTROL
 FG1165
 FG1165  NAVD 88 (06/15/91)  106.225  (m)          348.51   (f) SUPERSEDED  2 0
 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
 FG1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1165.See file dsdata.pdf to determine how the superseded data were derived.
 FG1165
 FG1165_MARKER: DB = BENCH MARK DISK
 FG1165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1165_STAMPING: M 25 1932
 FG1165_MARK LOGO: CGS
 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             CGS
 FG1165  HISTORY     - 20121212 MARK NOT FOUND   ARHD
 FG1165
 FG1165                          STATION DESCRIPTION
 FG1165
 FG1165'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 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.
 FG1165
 FG1165                          STATION RECOVERY (2012)
 FG1165
 FG1165'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (JDH)
 FG1165'MARK NOT FOUND
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1466 ***********************************************************************
 EJ1466  DESIGNATION -  M 25
 EJ1466  PID         -  EJ1466
 EJ1466  STATE/COUNTY-  AR/POLK
 EJ1466  COUNTRY     -  US
 EJ1466  USGS QUAD   -  BIG FORK (2017)
 EJ1466
 EJ1466                         *CURRENT SURVEY CONTROL
 EJ1466  ______________________________________________________________________
 EJ1466* NAD 83(1986) POSITION- 34 27 01.96   (N) 093 58 40.04   (W)   HD_HELD1
 EJ1466* NAVD 88 ORTHO HEIGHT -   369.047 (meters)     1210.78  (feet) ADJUSTED
 EJ1466  ______________________________________________________________________
 EJ1466  GEOID HEIGHT    -        -28.687 (meters)                     GEOID18
 EJ1466  DYNAMIC HEIGHT  -        368.655 (meters)     1209.50  (feet) COMP
 EJ1466  MODELED GRAVITY -    979,562.0   (mgal)                       NAVD 88
 EJ1466
 EJ1466  VERT ORDER      -  SECOND    CLASS 0
 EJ1466
 EJ1466.The horizontal coordinates were determined by differentially corrected
 EJ1466.hand held GPS observations or other comparable positioning techniques
 EJ1466.and have an estimated accuracy of +/- 3 meters.
 EJ1466
 EJ1466.The orthometric height was determined by differential leveling and
 EJ1466.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1466.in June 1991.
 EJ1466
 EJ1466.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1466.GEOID18 height accuracy estimate available here.
 EJ1466
 EJ1466.Click photographs - Photos may exist for this station.
 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     -   599,611.9     218,274.1     MT  (+/- 3 meters HH1 GPS) 
 EJ1466
 EJ1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU1018112546(NAD 83)
 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
 EJ1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1466.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1466
 EJ1466_MARKER: DD = SURVEY DISK
 EJ1466_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ1466_STAMPING: M 25 1934
 EJ1466_MARK LOGO: CGS+SS
 EJ1466_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1466
 EJ1466  HISTORY     - Date     Condition        Report By
 EJ1466  HISTORY     - 1934     MONUMENTED       ARGS
 EJ1466  HISTORY     - 1961     GOOD             CGS
 EJ1466
 EJ1466                          STATION DESCRIPTION
 EJ1466
 EJ1466'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0531 ***********************************************************************
 EJ0531  DESIGNATION -  M 250
 EJ0531  PID         -  EJ0531
 EJ0531  STATE/COUNTY-  AR/JEFFERSON
 EJ0531  COUNTRY     -  US
 EJ0531  USGS QUAD   -  WRIGHT (2017)
 EJ0531
 EJ0531                         *CURRENT SURVEY CONTROL
 EJ0531  ______________________________________________________________________
 EJ0531* NAD 83(1986) POSITION- 34 22 37.     (N) 092 04 26.     (W)   SCALED
 EJ0531* NAVD 88 ORTHO HEIGHT -    67.626 (meters)      221.87  (feet) ADJUSTED
 EJ0531  ______________________________________________________________________
 EJ0531  GEOID HEIGHT    -        -26.086 (meters)                     GEOID18
 EJ0531  DYNAMIC HEIGHT  -         67.562 (meters)      221.66  (feet) COMP
 EJ0531  MODELED GRAVITY -    979,680.8   (mgal)                       NAVD 88
 EJ0531
 EJ0531  VERT ORDER      -  SECOND    CLASS 0
 EJ0531
 EJ0531.The horizontal coordinates were scaled from a map and have
 EJ0531.an estimated accuracy of +/- 6 seconds.
 EJ0531
 EJ0531.The orthometric height was determined by differential leveling and
 EJ0531.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0531.in June 1991.
 EJ0531
 EJ0531.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0531.GEOID18 height accuracy estimate available here.
 EJ0531
 EJ0531.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU851043(NAD 83)
 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
 EJ0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0531.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0531
 EJ0531_MARKER: DB = BENCH MARK DISK
 EJ0531_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0531_STAMPING: M 250 1940
 EJ0531_MARK LOGO: CGS
 EJ0531_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1774 ***********************************************************************
 EH1774  DESIGNATION -  M 251
 EH1774  PID         -  EH1774
 EH1774  STATE/COUNTY-  AR/JEFFERSON
 EH1774  COUNTRY     -  US
 EH1774  USGS QUAD   -  ROB ROY (2017)
 EH1774
 EH1774                         *CURRENT SURVEY CONTROL
 EH1774  ______________________________________________________________________
 EH1774* NAD 83(1986) POSITION- 34 16 53.     (N) 091 58 52.     (W)   SCALED
 EH1774* NAVD 88 ORTHO HEIGHT -    64.860 (meters)      212.79  (feet) ADJUSTED
 EH1774  ______________________________________________________________________
 EH1774  GEOID HEIGHT    -        -26.041 (meters)                     GEOID18
 EH1774  DYNAMIC HEIGHT  -         64.798 (meters)      212.59  (feet) COMP
 EH1774  MODELED GRAVITY -    979,670.0   (mgal)                       NAVD 88
 EH1774
 EH1774  VERT ORDER      -  SECOND    CLASS 0
 EH1774
 EH1774.The horizontal coordinates were scaled from a map and have
 EH1774.an estimated accuracy of +/- 6 seconds.
 EH1774
 EH1774.The orthometric height was determined by differential leveling and
 EH1774.adjusted by the NATIONAL GEODETIC SURVEY
 EH1774.in June 1991.
 EH1774
 EH1774.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1774.GEOID18 height accuracy estimate available here.
 EH1774
 EH1774.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT937938(NAD 83)
 EH1774
 EH1774                          SUPERSEDED SURVEY CONTROL
 EH1774
 EH1774  NGVD 29 (11/26/84)   64.892  (m)          212.90   (f) ADJUSTED    2 0
 EH1774
 EH1774.Superseded values are not recommended for survey control.
 EH1774
 EH1774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1774.See file dsdata.pdf to determine how the superseded data were derived.
 EH1774
 EH1774_MARKER: DB = BENCH MARK DISK
 EH1774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1774_STAMPING: M 251 1940
 EH1774_MARK LOGO: CGS
 EH1774_PROJECTION: PROJECTING 10 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0179 ***********************************************************************
 EJ0179  DESIGNATION -  M 252
 EJ0179  PID         -  EJ0179
 EJ0179  STATE/COUNTY-  AR/PULASKI
 EJ0179  COUNTRY     -  US
 EJ0179  USGS QUAD   -  KEO (2017)
 EJ0179
 EJ0179                         *CURRENT SURVEY CONTROL
 EJ0179  ______________________________________________________________________
 EJ0179* NAD 83(1986) POSITION- 34 33 34.     (N) 092 06 02.     (W)   SCALED
 EJ0179* NAVD 88 ORTHO HEIGHT -    71.554 (meters)      234.76  (feet) ADJUSTED
 EJ0179  ______________________________________________________________________
 EJ0179  GEOID HEIGHT    -        -26.292 (meters)                     GEOID18
 EJ0179  DYNAMIC HEIGHT  -         71.486 (meters)      234.53  (feet) COMP
 EJ0179  MODELED GRAVITY -    979,695.9   (mgal)                       NAVD 88
 EJ0179
 EJ0179  VERT ORDER      -  SECOND    CLASS 0
 EJ0179
 EJ0179.The horizontal coordinates were scaled from a map and have
 EJ0179.an estimated accuracy of +/- 6 seconds.
 EJ0179
 EJ0179.The orthometric height was determined by differential leveling and
 EJ0179.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0179.in June 1991.
 EJ0179
 EJ0179.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0179.GEOID18 height accuracy estimate available here.
 EJ0179
 EJ0179.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU825245(NAD 83)
 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
 EJ0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0179.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0179
 EJ0179_MARKER: DB = BENCH MARK DISK
 EJ0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0179_STAMPING: M 252 1940
 EJ0179_MARK LOGO: CGS
 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             CGS
 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG1088 ***********************************************************************
 FG1088  DESIGNATION -  M 253 RESET
 FG1088  PID         -  FG1088
 FG1088  STATE/COUNTY-  AR/YELL
 FG1088  COUNTRY     -  US
 FG1088  USGS QUAD   -  DELAWARE (2017)
 FG1088
 FG1088                         *CURRENT SURVEY CONTROL
 FG1088  ______________________________________________________________________
 FG1088* NAD 83(1986) POSITION- 35 16 35.     (N) 093 15 44.     (W)   SCALED
 FG1088* NAVD 88 ORTHO HEIGHT -   107.27  (meters)      351.9   (feet) RESET
 FG1088  ______________________________________________________________________
 FG1088  GEOID HEIGHT    -        -29.341 (meters)                     GEOID18
 FG1088  VERT ORDER      -  THIRD
 FG1088
 FG1088.The horizontal coordinates were scaled from a map and have
 FG1088.an estimated accuracy of +/- 6 seconds.
 FG1088
 FG1088.The orthometric height was computed from unverified reset data.
 FG1088
 FG1088.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1088.GEOID18 height accuracy estimate available here.
 FG1088
 FG1088.Click photographs - Photos may exist for this station.
 FG1088
 FG1088;                    North         East    Units  Estimated Accuracy
 FG1088;SPC AR N     -   105,360.      285,170.      MT  (+/- 180 meters Scaled)
 FG1088
 FG1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV761037(NAD 83)
 FG1088
 FG1088                          SUPERSEDED SURVEY CONTROL
 FG1088
 FG1088.No superseded survey control is available for this station.
 FG1088
 FG1088_MARKER: DB = BENCH MARK DISK
 FG1088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1088_STAMPING: M 253 RESET 1962
 FG1088_MARK LOGO: CGS
 FG1088_PROJECTION: PROJECTING 10 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1963 ***********************************************************************
 FG1963  DESIGNATION -  M 254 RESET
 FG1963  PID         -  FG1963
 FG1963  STATE/COUNTY-  AR/LOGAN
 FG1963  COUNTRY     -  US
 FG1963  USGS QUAD   -  HARTMAN (2017)
 FG1963
 FG1963                         *CURRENT SURVEY CONTROL
 FG1963  ______________________________________________________________________
 FG1963* NAD 83(1986) POSITION- 35 22 43.     (N) 093 32 29.     (W)   SCALED
 FG1963* NAVD 88 ORTHO HEIGHT -   121.42  (meters)      398.4   (feet) RESET
 FG1963  ______________________________________________________________________
 FG1963  GEOID HEIGHT    -        -29.446 (meters)                     GEOID18
 FG1963  VERT ORDER      -  THIRD
 FG1963
 FG1963.The horizontal coordinates were scaled from a map and have
 FG1963.an estimated accuracy of +/- 6 seconds.
 FG1963
 FG1963.The orthometric height was computed from unverified reset data.
 FG1963
 FG1963.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1963.GEOID18 height accuracy estimate available here.
 FG1963
 FG1963.Click photographs - Photos may exist for this station.
 FG1963
 FG1963;                    North         East    Units  Estimated Accuracy
 FG1963;SPC AR N     -   117,060.      259,950.      MT  (+/- 180 meters Scaled)
 FG1963
 FG1963_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV508151(NAD 83)
 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
 FG1963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1963.See file dsdata.pdf to determine how the superseded data were derived.
 FG1963
 FG1963_MARKER: DV = VERTICAL CONTROL DISK
 FG1963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 DEPARTMENT OF TRANSPORTATION 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 = MARCH 20, 2026 22:17:28 EDT
 DL0847 ***********************************************************************
 DL0847  DESIGNATION -  M 257
 DL0847  PID         -  DL0847
 DL0847  STATE/COUNTY-  AR/MILLER
 DL0847  COUNTRY     -  US
 DL0847  USGS QUAD   -  MANDEVILLE (2017)
 DL0847
 DL0847                         *CURRENT SURVEY CONTROL
 DL0847  ______________________________________________________________________
 DL0847* NAD 83(1986) POSITION- 33 27 28.     (N) 093 59 42.     (W)   SCALED
 DL0847* NAVD 88 ORTHO HEIGHT -   111.332 (meters)      365.26  (feet) ADJUSTED
 DL0847  ______________________________________________________________________
 DL0847  GEOID HEIGHT    -        -26.933 (meters)                     GEOID18
 DL0847  DYNAMIC HEIGHT  -        111.214 (meters)      364.87  (feet) COMP
 DL0847  MODELED GRAVITY -    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 map and have
 DL0847.an estimated accuracy of +/- 6 seconds.
 DL0847
 DL0847.The orthometric height was determined by differential leveling and
 DL0847.adjusted by the NATIONAL GEODETIC SURVEY
 DL0847.in June 1991.
 DL0847
 DL0847.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0847.GEOID18 height accuracy estimate available here.
 DL0847
 DL0847.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT075024(NAD 83)
 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
 DL0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0847.See file dsdata.pdf to determine how the superseded data were derived.
 DL0847
 DL0847_MARKER: DB = BENCH MARK DISK
 DL0847_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL0847_SP_SET: BUILDING
 DL0847_STAMPING: M 257 1945
 DL0847_MARK LOGO: CGS
 DL0847_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0847
 DL0847  HISTORY     - Date     Condition        Report By
 DL0847  HISTORY     - 1945     MONUMENTED       CGS
 DL0847  HISTORY     - 1964     GOOD             CGS
 DL0847  HISTORY     - 1981     GOOD             NGS
 DL0847
 DL0847                          STATION DESCRIPTION
 DL0847
 DL0847'DESCRIBED BY COAST AND 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 NATIONAL GEODETIC SURVEY 1981
 DL0847'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL1137 ***********************************************************************
 DL1137  DESIGNATION -  M 258
 DL1137  PID         -  DL1137
 DL1137  STATE/COUNTY-  AR/MILLER
 DL1137  COUNTRY     -  US
 DL1137  USGS QUAD   -  GARLAND (2017)
 DL1137
 DL1137                         *CURRENT SURVEY CONTROL
 DL1137  ______________________________________________________________________
 DL1137* NAD 83(1986) POSITION- 33 16 10.     (N) 093 44 00.     (W)   SCALED
 DL1137* NAVD 88 ORTHO HEIGHT -    67.442 (meters)      221.27  (feet) ADJUSTED
 DL1137  ______________________________________________________________________
 DL1137  GEOID HEIGHT    -        -26.694 (meters)                     GEOID18
 DL1137  DYNAMIC HEIGHT  -         67.369 (meters)      221.03  (feet) COMP
 DL1137  MODELED GRAVITY -    979,560.5   (mgal)                       NAVD 88
 DL1137
 DL1137  VERT ORDER      -  FIRST     CLASS I
 DL1137
 DL1137.The horizontal coordinates were scaled from a map and have
 DL1137.an estimated accuracy of +/- 6 seconds.
 DL1137
 DL1137.The orthometric height was determined by differential leveling and
 DL1137.adjusted by the NATIONAL GEODETIC SURVEY
 DL1137.in June 1991.
 DL1137
 DL1137.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1137.GEOID18 height accuracy estimate available here.
 DL1137
 DL1137.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS317813(NAD 83)
 DL1137
 DL1137                          SUPERSEDED SURVEY CONTROL
 DL1137
 DL1137  NGVD 29 (11/26/84)   67.471  (m)          221.36   (f) ADJUSTED    1 1
 DL1137
 DL1137.Superseded values are not recommended for survey control.
 DL1137
 DL1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1137.See file dsdata.pdf to determine how the superseded data were derived.
 DL1137
 DL1137_MARKER: DV = VERTICAL CONTROL DISK
 DL1137_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DL1137+WITH SETTING: INTO GROUND
 DL1137_STAMPING: M 258 1977
 DL1137_MARK LOGO: NGS
 DL1137_MAGNETIC: I = MARKER IS A STEEL ROD
 DL1137_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1111 ***********************************************************************
 DL1111  DESIGNATION -  M 259
 DL1111  PID         -  DL1111
 DL1111  STATE/COUNTY-  AR/MILLER
 DL1111  COUNTRY     -  US
 DL1111  USGS QUAD   -  DODDRIDGE (2017)
 DL1111
 DL1111                         *CURRENT SURVEY CONTROL
 DL1111  ______________________________________________________________________
 DL1111* NAD 83(1986) POSITION- 33 05 37.     (N) 093 54 02.     (W)   SCALED
 DL1111* NAVD 88 ORTHO HEIGHT -    69.710 (meters)      228.71  (feet) ADJUSTED
 DL1111  ______________________________________________________________________
 DL1111  GEOID HEIGHT    -        -26.576 (meters)                     GEOID18
 DL1111  DYNAMIC HEIGHT  -         69.634 (meters)      228.46  (feet) COMP
 DL1111  MODELED GRAVITY -    979,544.3   (mgal)                       NAVD 88
 DL1111
 DL1111  VERT ORDER      -  FIRST     CLASS I
 DL1111
 DL1111.The horizontal coordinates were scaled from a map and have
 DL1111.an estimated accuracy of +/- 6 seconds.
 DL1111
 DL1111.The orthometric height was determined by differential leveling and
 DL1111.adjusted by the NATIONAL GEODETIC SURVEY
 DL1111.in June 1991.
 DL1111
 DL1111.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1111.GEOID18 height accuracy estimate available here.
 DL1111
 DL1111.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS159620(NAD 83)
 DL1111
 DL1111                          SUPERSEDED SURVEY CONTROL
 DL1111
 DL1111  NGVD 29 (11/26/84)   69.744  (m)          228.82   (f) ADJUSTED    1 1
 DL1111
 DL1111.Superseded values are not recommended for survey control.
 DL1111
 DL1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1111.See file dsdata.pdf to determine how the superseded data were derived.
 DL1111
 DL1111_MARKER: DV = VERTICAL CONTROL DISK
 DL1111_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DL1111+WITH SETTING: INTO GROUND
 DL1111_STAMPING: M 259 1977
 DL1111_MARK LOGO: NGS
 DL1111_MAGNETIC: I = MARKER IS A STEEL ROD
 DL1111_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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'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 = MARCH 20, 2026 22:17:28 EDT
 GG0054 ***********************************************************************
 GG0054  DESIGNATION -  M 26
 GG0054  PID         -  GG0054
 GG0054  STATE/COUNTY-  AR/BENTON
 GG0054  COUNTRY     -  US
 GG0054  USGS QUAD   -  PEA RIDGE (2017)
 GG0054
 GG0054                         *CURRENT SURVEY CONTROL
 GG0054  ______________________________________________________________________
 GG0054* NAD 83(1986) POSITION- 36 26 15.0    (N) 094 00 05.2    (W)   HD_HELD2
 GG0054* NAVD 88 ORTHO HEIGHT -   443.461 (meters)     1454.92  (feet) ADJUSTED
 GG0054  ______________________________________________________________________
 GG0054  GEOID HEIGHT    -        -28.225 (meters)                     GEOID18
 GG0054  DYNAMIC HEIGHT  -        443.071 (meters)     1453.64  (feet) COMP
 GG0054  MODELED GRAVITY -    979,738.7   (mgal)                       NAVD 88
 GG0054
 GG0054  VERT ORDER      -  FIRST     CLASS II
 GG0054
 GG0054.The horizontal coordinates were established by autonomous hand held GPS
 GG0054.observations and have an estimated accuracy of +/- 10 meters.
 GG0054
 GG0054.The orthometric height was determined by differential leveling and
 GG0054.adjusted by the NATIONAL GEODETIC SURVEY
 GG0054.in June 1991.
 GG0054
 GG0054.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0054.GEOID18 height accuracy estimate available here.
 GG0054
 GG0054.Click photographs - Photos may exist for this station.
 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     -   235,276.      220,548.      MT  (+/- 10 meters HH2 GPS)
 GG0054
 GG0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA1024132941(NAD 83)
 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
 GG0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0054.See file dsdata.pdf to determine how the superseded data were derived.
 GG0054
 GG0054_MARKER: DB = BENCH MARK DISK
 GG0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0054_STAMPING: M 26 1932
 GG0054_MARK LOGO: CGS
 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             CGS
 GG0054  HISTORY     - 1979     GOOD             NPS
 GG0054  HISTORY     - 1987     GOOD             USPSQD
 GG0054  HISTORY     - 1988     GOOD             USPSQD
 GG0054
 GG0054                          STATION DESCRIPTION
 GG0054
 GG0054'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1407 ***********************************************************************
 EJ1407  DESIGNATION -  M 26
 EJ1407  PID         -  EJ1407
 EJ1407  STATE/COUNTY-  AR/HOWARD
 EJ1407  COUNTRY     -  US
 EJ1407  USGS QUAD   -  ATHENS (2017)
 EJ1407
 EJ1407                         *CURRENT SURVEY CONTROL
 EJ1407  ______________________________________________________________________
 EJ1407* NAD 83(1986) POSITION- 34 18 33.     (N) 093 57 39.     (W)   SCALED
 EJ1407* NAVD 88 ORTHO HEIGHT -   288.341 (meters)      946.00  (feet) ADJUSTED
 EJ1407  ______________________________________________________________________
 EJ1407  GEOID HEIGHT    -        -28.143 (meters)                     GEOID18
 EJ1407  DYNAMIC HEIGHT  -        288.044 (meters)      945.02  (feet) COMP
 EJ1407  MODELED GRAVITY -    979,599.3   (mgal)                       NAVD 88
 EJ1407
 EJ1407  VERT ORDER      -  SECOND    CLASS 0
 EJ1407
 EJ1407.The horizontal coordinates were scaled from a map and have
 EJ1407.an estimated accuracy of +/- 6 seconds.
 EJ1407
 EJ1407.The orthometric height was determined by differential leveling and
 EJ1407.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1407.in June 1991.
 EJ1407
 EJ1407.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1407.GEOID18 height accuracy estimate available here.
 EJ1407
 EJ1407.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT115968(NAD 83)
 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
 EJ1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1407.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1407
 EJ1407_MARKER: DB = BENCH MARK DISK
 EJ1407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1407_STAMPING: M 26 1934
 EJ1407_MARK LOGO: CGS
 EJ1407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1407+STABILITY: SURFACE MOTION
 EJ1407
 EJ1407  HISTORY     - Date     Condition        Report By
 EJ1407  HISTORY     - 1934     MONUMENTED       CGS
 EJ1407  HISTORY     - 1935     GOOD             CGS
 EJ1407  HISTORY     - 1961     MARK NOT FOUND   CGS
 EJ1407  HISTORY     - 1978     MARK NOT FOUND   USGS
 EJ1407
 EJ1407                          STATION DESCRIPTION
 EJ1407
 EJ1407'DESCRIBED BY COAST AND 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DL1167 ***********************************************************************
 DL1167  DESIGNATION -  M 260
 DL1167  PID         -  DL1167
 DL1167  STATE/COUNTY-  AR/MILLER
 DL1167  COUNTRY     -  US
 DL1167  USGS QUAD   -  FULTON (2017)
 DL1167
 DL1167                         *CURRENT SURVEY CONTROL
 DL1167  ______________________________________________________________________
 DL1167* NAD 83(1986) POSITION- 33 31 19.     (N) 093 47 24.     (W)   SCALED
 DL1167* NAVD 88 ORTHO HEIGHT -    75.785 (meters)      248.64  (feet) ADJUSTED
 DL1167  ______________________________________________________________________
 DL1167  GEOID HEIGHT    -        -26.983 (meters)                     GEOID18
 DL1167  DYNAMIC HEIGHT  -         75.704 (meters)      248.37  (feet) COMP
 DL1167  MODELED GRAVITY -    979,579.0   (mgal)                       NAVD 88
 DL1167
 DL1167  VERT ORDER      -  FIRST     CLASS I
 DL1167
 DL1167.The horizontal coordinates were scaled from a map and have
 DL1167.an estimated accuracy of +/- 6 seconds.
 DL1167
 DL1167.The orthometric height was determined by differential leveling and
 DL1167.adjusted by the NATIONAL GEODETIC SURVEY
 DL1167.in June 1991.
 DL1167
 DL1167.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1167.GEOID18 height accuracy estimate available here.
 DL1167
 DL1167.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT266094(NAD 83)
 DL1167
 DL1167                          SUPERSEDED SURVEY CONTROL
 DL1167
 DL1167  NGVD 29 (11/26/84)   75.800  (m)          248.69   (f) ADJUSTED    1 1
 DL1167
 DL1167.Superseded values are not recommended for survey control.
 DL1167
 DL1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1167.See file dsdata.pdf to determine how the superseded data were derived.
 DL1167
 DL1167_MARKER: DV = VERTICAL CONTROL DISK
 DL1167_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL1167_STAMPING: M 260 1977
 DL1167_MARK LOGO: NGS
 DL1167_MAGNETIC: I = MARKER IS A STEEL ROD
 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 = MARCH 20, 2026 22:17:28 EDT
 DM1029 ***********************************************************************
 DM1029  DESIGNATION -  M 261
 DM1029  PID         -  DM1029
 DM1029  STATE/COUNTY-  AR/MILLER
 DM1029  COUNTRY     -  US
 DM1029  USGS QUAD   -  OGDEN (2017)
 DM1029
 DM1029                         *CURRENT SURVEY CONTROL
 DM1029  ______________________________________________________________________
 DM1029* NAD 83(1986) POSITION- 33 32 24.28   (N) 094 01 33.44   (W)   HD_HELD1
 DM1029* NAVD 88 ORTHO HEIGHT -    82.529 (meters)      270.76  (feet) ADJUSTED
 DM1029  ______________________________________________________________________
 DM1029  GEOID HEIGHT    -        -27.010 (meters)                     GEOID18
 DM1029  DYNAMIC HEIGHT  -         82.442 (meters)      270.48  (feet) COMP
 DM1029  MODELED GRAVITY -    979,578.6   (mgal)                       NAVD 88
 DM1029
 DM1029  VERT ORDER      -  FIRST     CLASS I
 DM1029
 DM1029.The horizontal coordinates were determined by differentially corrected
 DM1029.hand held GPS observations or other comparable positioning techniques
 DM1029.and have an estimated accuracy of +/- 3 meters.
 DM1029
 DM1029.The orthometric height was determined by differential leveling and
 DM1029.adjusted by the NATIONAL GEODETIC SURVEY
 DM1029.in June 1991.
 DM1029
 DM1029.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1029.GEOID18 height accuracy estimate available here.
 DM1029
 DM1029.Click photographs - Photos may exist for this station.
 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     -   498,734.4     211,850.5     MT  (+/- 3 meters HH1 GPS) 
 DM1029
 DM1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT0474511633(NAD 83)
 DM1029
 DM1029                          SUPERSEDED SURVEY CONTROL
 DM1029
 DM1029  NGVD 29 (11/26/84)   82.545  (m)          270.82   (f) ADJUSTED    1 1
 DM1029
 DM1029.Superseded values are not recommended for survey control.
 DM1029
 DM1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1029.See file dsdata.pdf to determine how the superseded data were derived.
 DM1029
 DM1029_MARKER: DV = VERTICAL CONTROL DISK
 DM1029_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DM1029+WITH SETTING: INTO GROUND
 DM1029_STAMPING: M 261 1977
 DM1029_MARK LOGO: NGS
 DM1029_MAGNETIC: I = MARKER IS A STEEL ROD
 DM1029_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM1029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1029+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2016
 DM1029
 DM1029  HISTORY     - Date     Condition        Report By
 DM1029  HISTORY     - 1977     MONUMENTED       NGS
 DM1029  HISTORY     - 19971025 GOOD             USPSQD
 DM1029  HISTORY     - 20160323 GOOD             ARHD
 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.
 DM1029
 DM1029                          STATION RECOVERY (2016)
 DM1029
 DM1029'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JTS)
 DM1029'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FH0002 ***********************************************************************
 FH0002  DESIGNATION -  M 27
 FH0002  PID         -  FH0002
 FH0002  STATE/COUNTY-  AR/WASHINGTON
 FH0002  COUNTRY     -  US
 FH0002  USGS QUAD   -  WEST FORK (2017)
 FH0002
 FH0002                         *CURRENT SURVEY CONTROL
 FH0002  ______________________________________________________________________
 FH0002* NAD 83(1986) POSITION- 35 57 17.2    (N) 094 10 53.9    (W)   HD_HELD2
 FH0002* NAVD 88 ORTHO HEIGHT -   393.797 (meters)     1291.98  (feet) ADJUSTED
 FH0002  ______________________________________________________________________
 FH0002  GEOID HEIGHT    -        -28.090 (meters)                     GEOID18
 FH0002  DYNAMIC HEIGHT  -        393.435 (meters)     1290.79  (feet) COMP
 FH0002  MODELED GRAVITY -    979,703.0   (mgal)                       NAVD 88
 FH0002
 FH0002  VERT ORDER      -  FIRST     CLASS II
 FH0002
 FH0002.The horizontal coordinates were established by autonomous hand held GPS
 FH0002.observations and have an estimated accuracy of +/- 10 meters.
 FH0002
 FH0002.The orthometric height was determined by differential leveling and
 FH0002.adjusted by the NATIONAL GEODETIC SURVEY
 FH0002.in June 1991.
 FH0002
 FH0002.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0002.GEOID18 height accuracy estimate available here.
 FH0002
 FH0002.Click photographs - Photos may exist for this station.
 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     -   182,068.      203,208.      MT  (+/- 10 meters HH2 GPS)
 FH0002
 FH0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9343879577(NAD 83)
 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
 FH0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0002.See file dsdata.pdf to determine how the superseded data were derived.
 FH0002
 FH0002_MARKER: DB = BENCH MARK DISK
 FH0002_SETTING: 66 = SET IN ROCK OUTCROP
 FH0002_STAMPING: M 27 1932
 FH0002_MARK LOGO: CGS
 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             CGS
 FH0002
 FH0002                          STATION DESCRIPTION
 FH0002
 FH0002'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FH0132 ***********************************************************************
 FH0132  DESIGNATION -  M 28
 FH0132  PID         -  FH0132
 FH0132  STATE/COUNTY-  AR/CRAWFORD
 FH0132  COUNTRY     -  US
 FH0132  USGS QUAD   -  RUDY (2017)
 FH0132
 FH0132                         *CURRENT SURVEY CONTROL
 FH0132  ______________________________________________________________________
 FH0132* NAD 83(1986) POSITION- 35 30 04.     (N) 094 16 18.     (W)   SCALED
 FH0132* NAVD 88 ORTHO HEIGHT -   141.628 (meters)      464.66  (feet) ADJUSTED
 FH0132  ______________________________________________________________________
 FH0132  GEOID HEIGHT    -        -29.521 (meters)                     GEOID18
 FH0132  DYNAMIC HEIGHT  -        141.496 (meters)      464.22  (feet) COMP
 FH0132  MODELED GRAVITY -    979,703.8   (mgal)                       NAVD 88
 FH0132
 FH0132  VERT ORDER      -  FIRST     CLASS II
 FH0132
 FH0132.The horizontal coordinates were scaled from a map and have
 FH0132.an estimated accuracy of +/- 6 seconds.
 FH0132
 FH0132.The orthometric height was determined by differential leveling and
 FH0132.adjusted by the NATIONAL GEODETIC SURVEY
 FH0132.in June 1991.
 FH0132
 FH0132.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0132.GEOID18 height accuracy estimate available here.
 FH0132
 FH0132.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV846293(NAD 83)
 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
 FH0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0132.See file dsdata.pdf to determine how the superseded data were derived.
 FH0132
 FH0132_MARKER: DB = BENCH MARK DISK
 FH0132_SETTING: 66 = SET IN ROCK OUTCROP
 FH0132_STAMPING: M 28 1932
 FH0132_MARK LOGO: CGS
 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   CGS
 FH0132  HISTORY     - 19891103 MARK NOT FOUND   NGS
 FH0132
 FH0132                          STATION DESCRIPTION
 FH0132
 FH0132'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1616 ***********************************************************************
 EJ1616  DESIGNATION -  M 287
 EJ1616  PID         -  EJ1616
 EJ1616  STATE/COUNTY-  AR/PULASKI
 EJ1616  COUNTRY     -  US
 EJ1616  USGS QUAD   -  WOODSON (2017)
 EJ1616
 EJ1616                         *CURRENT SURVEY CONTROL
 EJ1616  ______________________________________________________________________
 EJ1616* NAD 83(1986) POSITION- 34 37 01.9    (N) 092 13 10.8    (W)   HD_HELD2
 EJ1616* NAVD 88 ORTHO HEIGHT -    76.477 (meters)      250.91  (feet) ADJUSTED
 EJ1616  ______________________________________________________________________
 EJ1616  GEOID HEIGHT    -        -26.471 (meters)                     GEOID18
 EJ1616  DYNAMIC HEIGHT  -         76.404 (meters)      250.67  (feet) COMP
 EJ1616  MODELED GRAVITY -    979,681.7   (mgal)                       NAVD 88
 EJ1616
 EJ1616  VERT ORDER      -  FIRST     CLASS II
 EJ1616
 EJ1616.The horizontal coordinates were established by autonomous hand held GPS
 EJ1616.observations and have an estimated accuracy of +/- 10 meters.
 EJ1616
 EJ1616.The orthometric height was determined by differential leveling and
 EJ1616.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1616.in June 1991.
 EJ1616
 EJ1616.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1616.GEOID18 height accuracy estimate available here.
 EJ1616
 EJ1616.Click photographs - Photos may exist for this station.
 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     -   616,364.      379,855.      MT  (+/- 10 meters HH2 GPS)
 EJ1616
 EJ1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7153730869(NAD 83)
 EJ1616
 EJ1616                          SUPERSEDED SURVEY CONTROL
 EJ1616
 EJ1616.No superseded survey control is available for this station.
 EJ1616
 EJ1616_MARKER: F = FLANGE-ENCASED ROD
 EJ1616_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EJ1616_STAMPING: M 287 1984
 EJ1616_MARK LOGO: NGS
 EJ1616_PROJECTION: FLUSH
 EJ1616_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EJ1616_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1616_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EJ1616+SATELLITE: SATELLITE OBSERVATIONS - January 03, 2017
 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  HISTORY     - 20070427 GOOD             PB
 EJ1616  HISTORY     - 20150512 GOOD             ARHD
 EJ1616  HISTORY     - 20170103 GOOD             ARHD
 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.
 EJ1616
 EJ1616                          STATION RECOVERY (2007)
 EJ1616
 EJ1616'RECOVERY NOTE BY PBS&J 2007
 EJ1616'RECOVERED AS DESCRIBED
 EJ1616
 EJ1616                          STATION RECOVERY (2015)
 EJ1616
 EJ1616'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (BAB)
 EJ1616'RECOVERED IN GOOD CONDITION.
 EJ1616
 EJ1616                          STATION RECOVERY (2017)
 EJ1616
 EJ1616'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2017 (JDH)
 EJ1616'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ2080 ***********************************************************************
 EJ2080  DESIGNATION -  M 288 RESET
 EJ2080  PID         -  EJ2080
 EJ2080  STATE/COUNTY-  AR/JEFFERSON
 EJ2080  COUNTRY     -  US
 EJ2080  USGS QUAD   -  WHITE HALL (2017)
 EJ2080
 EJ2080                         *CURRENT SURVEY CONTROL
 EJ2080  ______________________________________________________________________
 EJ2080* NAD 83(1986) POSITION- 34 15 47.     (N) 092 05 01.     (W)   SCALED
 EJ2080* NAVD 88 ORTHO HEIGHT -    81.09  (meters)      266.0   (feet) RESET
 EJ2080  ______________________________________________________________________
 EJ2080  GEOID HEIGHT    -        -25.994 (meters)                     GEOID18
 EJ2080  VERT ORDER      -  THIRD
 EJ2080
 EJ2080.The horizontal coordinates were scaled from a map and have
 EJ2080.an estimated accuracy of +/- 6 seconds.
 EJ2080
 EJ2080.The orthometric height was computed from unverified reset data.
 EJ2080
 EJ2080.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ2080.GEOID18 height accuracy estimate available here.
 EJ2080
 EJ2080.Click photographs - Photos may exist for this station.
 EJ2080
 EJ2080;                    North         East    Units  Estimated Accuracy
 EJ2080;SPC AR S     -   577,060.      392,300.      MT  (+/- 180 meters Scaled)
 EJ2080
 EJ2080_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT843917(NAD 83)
 EJ2080
 EJ2080                          SUPERSEDED SURVEY CONTROL
 EJ2080
 EJ2080.No superseded survey control is available for this station.
 EJ2080
 EJ2080_MARKER: DV = VERTICAL CONTROL DISK
 EJ2080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 DEPARTMENT OF TRANSPORTATION 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 = MARCH 20, 2026 22:17:28 EDT
 EH2599 ***********************************************************************
 EH2599  DESIGNATION -  M 289
 EH2599  PID         -  EH2599
 EH2599  STATE/COUNTY-  AR/LINCOLN
 EH2599  COUNTRY     -  US
 EH2599  USGS QUAD   -  CADES (2017)
 EH2599
 EH2599                         *CURRENT SURVEY CONTROL
 EH2599  ______________________________________________________________________
 EH2599* NAD 83(1986) POSITION- 34 02 24.     (N) 091 37 04.     (W)   SCALED
 EH2599* NAVD 88 ORTHO HEIGHT -    54.414 (meters)      178.52  (feet) ADJUSTED
 EH2599  ______________________________________________________________________
 EH2599  GEOID HEIGHT    -        -25.978 (meters)                     GEOID18
 EH2599  DYNAMIC HEIGHT  -         54.361 (meters)      178.35  (feet) COMP
 EH2599  MODELED GRAVITY -    979,651.5   (mgal)                       NAVD 88
 EH2599
 EH2599  VERT ORDER      -  FIRST     CLASS II
 EH2599
 EH2599.The horizontal coordinates were scaled from a map and have
 EH2599.an estimated accuracy of +/- 6 seconds.
 EH2599
 EH2599.The orthometric height was determined by differential leveling and
 EH2599.adjusted by the NATIONAL GEODETIC SURVEY
 EH2599.in June 1991.
 EH2599
 EH2599.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2599.GEOID18 height accuracy estimate available here.
 EH2599
 EH2599.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT275674(NAD 83)
 EH2599
 EH2599                          SUPERSEDED SURVEY CONTROL
 EH2599
 EH2599.No superseded survey control is available for this station.
 EH2599
 EH2599_MARKER: I = METAL ROD
 EH2599_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1192 ***********************************************************************
 FG1192  DESIGNATION -  M 29
 FG1192  PID         -  FG1192
 FG1192  STATE/COUNTY-  AR/FRANKLIN
 FG1192  COUNTRY     -  US
 FG1192  USGS QUAD   -  CECIL (2017)
 FG1192
 FG1192                         *CURRENT SURVEY CONTROL
 FG1192  ______________________________________________________________________
 FG1192* NAD 83(1986) POSITION- 35 27 09.     (N) 093 53 23.     (W)   SCALED
 FG1192* NAVD 88 ORTHO HEIGHT -   117.521 (meters)      385.57  (feet) ADJUSTED
 FG1192  ______________________________________________________________________
 FG1192  GEOID HEIGHT    -        -29.371 (meters)                     GEOID18
 FG1192  DYNAMIC HEIGHT  -        117.412 (meters)      385.21  (feet) COMP
 FG1192  MODELED GRAVITY -    979,700.8   (mgal)                       NAVD 88
 FG1192
 FG1192  VERT ORDER      -  FIRST     CLASS II
 FG1192
 FG1192.The horizontal coordinates were scaled from a map and have
 FG1192.an estimated accuracy of +/- 6 seconds.
 FG1192
 FG1192.The orthometric height was determined by differential leveling and
 FG1192.adjusted by the NATIONAL GEODETIC SURVEY
 FG1192.in June 1991.
 FG1192
 FG1192.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1192.GEOID18 height accuracy estimate available here.
 FG1192
 FG1192.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV192235(NAD 83)
 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
 FG1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1192.See file dsdata.pdf to determine how the superseded data were derived.
 FG1192
 FG1192_MARKER: DB = BENCH MARK DISK
 FG1192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1192_STAMPING: M 29 1932
 FG1192_MARK LOGO: CGS
 FG1192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1192+STABILITY: SURFACE MOTION
 FG1192
 FG1192  HISTORY     - Date     Condition        Report By
 FG1192  HISTORY     - 1932     MONUMENTED       CGS
 FG1192  HISTORY     - 1963     MARK NOT FOUND   USGS
 FG1192
 FG1192                          STATION DESCRIPTION
 FG1192
 FG1192'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1414 ***********************************************************************
 EJ1414  DESIGNATION -  M 29
 EJ1414  PID         -  EJ1414
 EJ1414  STATE/COUNTY-  AR/PIKE
 EJ1414  COUNTRY     -  US
 EJ1414  USGS QUAD   -  LANGLEY (2017)
 EJ1414
 EJ1414                         *CURRENT SURVEY CONTROL
 EJ1414  ______________________________________________________________________
 EJ1414* NAD 83(1986) POSITION- 34 18 46.94   (N) 093 50 30.78   (W)   HD_HELD1
 EJ1414* NAVD 88 ORTHO HEIGHT -   244.231 (meters)      801.28  (feet) ADJUSTED
 EJ1414  ______________________________________________________________________
 EJ1414  GEOID HEIGHT    -        -28.007 (meters)                     GEOID18
 EJ1414  DYNAMIC HEIGHT  -        243.979 (meters)      800.45  (feet) COMP
 EJ1414  MODELED GRAVITY -    979,601.6   (mgal)                       NAVD 88
 EJ1414
 EJ1414  VERT ORDER      -  SECOND    CLASS 0
 EJ1414
 EJ1414.The horizontal coordinates were determined by differentially corrected
 EJ1414.hand held GPS observations or other comparable positioning techniques
 EJ1414.and have an estimated accuracy of +/- 3 meters.
 EJ1414
 EJ1414.The orthometric height was determined by differential leveling and
 EJ1414.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1414.in June 1991.
 EJ1414
 EJ1414.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1414.GEOID18 height accuracy estimate available here.
 EJ1414
 EJ1414.Click photographs - Photos may exist for this station.
 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     -   584,129.0     230,485.7     MT  (+/- 3 meters HH1 GPS) 
 EJ1414
 EJ1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT2253997186(NAD 83)
 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
 EJ1414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1414.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1414
 EJ1414_MARKER: DB = BENCH MARK DISK
 EJ1414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1414_STAMPING: M 29
 EJ1414_MARK LOGO: CGS
 EJ1414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1414+STABILITY: SURFACE MOTION
 EJ1414
 EJ1414  HISTORY     - Date     Condition        Report By
 EJ1414  HISTORY     - 1934     MONUMENTED       CGS
 EJ1414  HISTORY     - 1966     GOOD             CGS
 EJ1414  HISTORY     - 1978     MARK NOT FOUND   USGS
 EJ1414
 EJ1414                          STATION DESCRIPTION
 EJ1414
 EJ1414'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1669 ***********************************************************************
 EJ1669  DESIGNATION -  M 290
 EJ1669  PID         -  EJ1669
 EJ1669  STATE/COUNTY-  AR/PULASKI
 EJ1669  COUNTRY     -  US
 EJ1669  USGS QUAD   -  CATO (2017)
 EJ1669
 EJ1669                         *CURRENT SURVEY CONTROL
 EJ1669  ______________________________________________________________________
 EJ1669* NAD 83(1986) POSITION- 34 52 47.2    (N) 092 21 43.7    (W)   HD_HELD2
 EJ1669* NAVD 88 ORTHO HEIGHT -    81.871 (meters)      268.61  (feet) ADJUSTED
 EJ1669  ______________________________________________________________________
 EJ1669  GEOID HEIGHT    -        -27.193 (meters)                     GEOID18
 EJ1669  DYNAMIC HEIGHT  -         81.795 (meters)      268.36  (feet) COMP
 EJ1669  MODELED GRAVITY -    979,699.4   (mgal)                       NAVD 88
 EJ1669
 EJ1669  VERT ORDER      -  FIRST     CLASS II
 EJ1669
 EJ1669.The horizontal coordinates were established by autonomous hand held GPS
 EJ1669.observations and have an estimated accuracy of +/- 10 meters.
 EJ1669
 EJ1669.The orthometric height was determined by differential leveling and
 EJ1669.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1669.in June 1991.
 EJ1669
 EJ1669.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1669.GEOID18 height accuracy estimate available here.
 EJ1669
 EJ1669.Click photographs - Photos may exist for this station.
 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     -   645,531.      366,892.      MT  (+/- 10 meters HH2 GPS)
 EJ1669
 EJ1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5829159896(NAD 83)
 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
 EJ1669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1669.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1669
 EJ1669_MARKER: F = FLANGE-ENCASED ROD
 EJ1669_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EJ1669+WITH SETTING: INFORMATION.
 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  HISTORY     - 20120508 GOOD             ARHD
 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.
 EJ1669
 EJ1669                          STATION RECOVERY (2012)
 EJ1669
 EJ1669'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (JDH)
 EJ1669'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1549 ***********************************************************************
 FG1549  DESIGNATION -  M 291
 FG1549  PID         -  FG1549
 FG1549  STATE/COUNTY-  AR/CONWAY
 FG1549  COUNTRY     -  US
 FG1549  USGS QUAD   -  MENIFEE (2017)
 FG1549
 FG1549                         *CURRENT SURVEY CONTROL
 FG1549  ______________________________________________________________________
 FG1549* NAD 83(2011) POSITION- 35 08 50.63801(N) 092 33 08.38858(W)   ADJUSTED
 FG1549* NAD 83(2011) ELLIP HT-    68.324 (meters)        (09/12/23)   ADJUSTED
 FG1549* NAD 83(2011) EPOCH   -  2010.00
 FG1549* NAVD 88 ORTHO HEIGHT -    96.558 (meters)      316.79  (feet) ADJUSTED
 FG1549  ______________________________________________________________________
 FG1549  GEOID HEIGHT    -        -28.245 (meters)                     GEOID18
 FG1549  NAD 83(2011) X  -   -232,504.528 (meters)                     COMP
 FG1549  NAD 83(2011) Y  - -5,215,906.423 (meters)                     COMP
 FG1549  NAD 83(2011) Z  -  3,651,289.574 (meters)                     COMP
 FG1549  LAPLACE CORR    -          2.76  (seconds)                    DEFLEC18
 FG1549  DYNAMIC HEIGHT  -         96.468 (meters)      316.50  (feet) COMP
 FG1549  MODELED GRAVITY -    979,697.7   (mgal)                       NAVD 88
 FG1549
 FG1549  VERT ORDER      -  FIRST     CLASS II
 FG1549
 FG1549  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FG1549  Standards:
 FG1549         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FG1549            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FG1549  -------------------------------------------------------------------
 FG1549  NETWORK    0.64   1.45           0.28   0.24   0.74      0.09861530
 FG1549  -------------------------------------------------------------------
 FG1549  Click here for local accuracies and other accuracy information.
 FG1549
 FG1549.The horizontal coordinates were established by GPS observations
 FG1549.and adjusted by the GARVER ENGINEERS in September 2023.
 FG1549
 FG1549.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FG1549.been affixed to the stable North American tectonic plate. See 
 FG1549.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FG1549
 FG1549.The horizontal coordinates are valid at the epoch date displayed above
 FG1549.which is a decimal equivalence of Year/Month/Day.
 FG1549
 FG1549.The orthometric height was determined by differential leveling and
 FG1549.adjusted by the NATIONAL GEODETIC SURVEY
 FG1549.in June 1991.
 FG1549
 FG1549.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1549.GEOID18 height accuracy estimate available here.
 FG1549
 FG1549.Click photographs - Photos may exist for this station.
 FG1549
 FG1549.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FG1549
 FG1549.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1549
 FG1549.The ellipsoidal height was determined by GPS observations
 FG1549.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 FG1549
 FG1549;                    North         East     Units Scale Factor Converg.
 FG1549;SPC AR N     -    90,454.943   349,671.410   MT  0.99996482   -0 19 17.0
 FG1549;SPC AR N     -   296,767.59  1,147,213.62   sFT  0.99996482   -0 19 17.0
 FG1549;UTM  15      - 3,889,481.011   540,777.364   MT  0.99962049   +0 15 27.8
 FG1549
 FG1549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1549!SPC AR N     -   0.99998928  x   0.99996482  =   0.99995410
 FG1549!UTM  15      -   0.99998928  x   0.99962049  =   0.99960977
 FG1549
 FG1549_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU4077789481(NAD 83)
 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
 FG1549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1549.See file dsdata.pdf to determine how the superseded data were derived.
 FG1549
 FG1549_MARKER: F = FLANGE-ENCASED ROD
 FG1549_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FG1549+WITH SETTING: INFORMATION.
 FG1549_STAMPING: M 291 1984
 FG1549_MARK LOGO: NGS
 FG1549_PROJECTION: FLUSH
 FG1549_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG1549_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG1549+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2022
 FG1549_ROD/PIPE-DEPTH: 2.3 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  HISTORY     - 20221019 GOOD             GARV
 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.
 FG1549
 FG1549                          STATION RECOVERY (2022)
 FG1549
 FG1549'RECOVERY NOTE BY GARVER 2022 (DDH)
 FG1549'IN MENIFEE, 0.17 KM (0.11 MI) NORTHWEST ALONG U.S. HIGHWAY 64 FROM THE
 FG1549'POST OFFICE TO THE MARK ON THE LEFT, 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 (3902),
 FG1549'33.86 METERS (111.1 FT) NORTHEAST OF THE NORTHWEST CORNER OF A TRAILER
 FG1549'HOUSE(3892), AND 0.73 METERS (2.4 FT) NORTHWEST OF A TELEPHONE
 FG1549'JUNCTION BOX AND A SAWED OFF POLE BRACING THE JUNCTION BOX.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK1736 ***********************************************************************
 DK1736  DESIGNATION -  M 292
 DK1736  PID         -  DK1736
 DK1736  STATE/COUNTY-  AR/DESHA
 DK1736  COUNTRY     -  US
 DK1736  USGS QUAD   -  DUMAS (2017)
 DK1736
 DK1736                         *CURRENT SURVEY CONTROL
 DK1736  ______________________________________________________________________
 DK1736* NAD 83(1986) POSITION- 33 52 56.     (N) 091 28 07.     (W)   SCALED
 DK1736* NAVD 88 ORTHO HEIGHT -    47.747 (meters)      156.65  (feet) ADJUSTED
 DK1736  ______________________________________________________________________
 DK1736  GEOID HEIGHT    -        -26.053 (meters)                     GEOID18
 DK1736  DYNAMIC HEIGHT  -         47.699 (meters)      156.49  (feet) COMP
 DK1736  MODELED GRAVITY -    979,634.4   (mgal)                       NAVD 88
 DK1736
 DK1736  VERT ORDER      -  FIRST     CLASS II
 DK1736
 DK1736.The horizontal coordinates were scaled from a map and have
 DK1736.an estimated accuracy of +/- 6 seconds.
 DK1736
 DK1736.The orthometric height was determined by differential leveling and
 DK1736.adjusted by the NATIONAL GEODETIC SURVEY
 DK1736.in June 1991.
 DK1736
 DK1736.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1736.GEOID18 height accuracy estimate available here.
 DK1736
 DK1736.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT416501(NAD 83)
 DK1736
 DK1736                          SUPERSEDED SURVEY CONTROL
 DK1736
 DK1736.No superseded survey control is available for this station.
 DK1736
 DK1736_MARKER: I = METAL ROD
 DK1736_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1574 ***********************************************************************
 FG1574  DESIGNATION -  M 293
 FG1574  PID         -  FG1574
 FG1574  STATE/COUNTY-  AR/POPE
 FG1574  COUNTRY     -  US
 FG1574  USGS QUAD   -  HOLLA BEND (2017)
 FG1574
 FG1574                         *CURRENT SURVEY CONTROL
 FG1574  ______________________________________________________________________
 FG1574* NAD 83(1986) POSITION- 35 14 32.     (N) 093 00 01.     (W)   SCALED
 FG1574* NAVD 88 ORTHO HEIGHT -   125.496 (meters)      411.73  (feet) ADJUSTED
 FG1574  ______________________________________________________________________
 FG1574  GEOID HEIGHT    -        -28.926 (meters)                     GEOID18
 FG1574  DYNAMIC HEIGHT  -        125.377 (meters)      411.34  (feet) COMP
 FG1574  MODELED GRAVITY -    979,684.7   (mgal)                       NAVD 88
 FG1574
 FG1574  VERT ORDER      -  FIRST     CLASS II
 FG1574
 FG1574.The horizontal coordinates were scaled from a map and have
 FG1574.an estimated accuracy of +/- 6 seconds.
 FG1574
 FG1574.The orthometric height was determined by differential leveling and
 FG1574.adjusted by the NATIONAL GEODETIC SURVEY
 FG1574.in June 1991.
 FG1574
 FG1574.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1574.GEOID18 height accuracy estimate available here.
 FG1574
 FG1574.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU999999(NAD 83)
 FG1574
 FG1574                          SUPERSEDED SURVEY CONTROL
 FG1574
 FG1574.No superseded survey control is available for this station.
 FG1574
 FG1574_MARKER: F = FLANGE-ENCASED ROD
 FG1574_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FG1574_STAMPING: M 293 1984
 FG1574_MARK LOGO: NGS
 FG1574_PROJECTION: FLUSH
 FG1574_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1574_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG1574+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2015
 FG1574_ROD/PIPE-DEPTH: 3.1 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  HISTORY     - 20070427 GOOD             PB
 FG1574  HISTORY     - 20090512 GOOD             ARHD
 FG1574  HISTORY     - 20151020 GOOD             CONSOL
 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.
 FG1574
 FG1574                          STATION RECOVERY (2007)
 FG1574
 FG1574'RECOVERY NOTE BY PBS&J 2007
 FG1574'RECOVERED AS DESCRIBED
 FG1574
 FG1574                          STATION RECOVERY (2009)
 FG1574
 FG1574'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2009 (WDA)
 FG1574'RECOVERED IN GOOD CONDITION.
 FG1574
 FG1574                          STATION RECOVERY (2015)
 FG1574
 FG1574'RECOVERY NOTE BY CONSOLIDATED LAND SERVICE 2015
 FG1574'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1611 ***********************************************************************
 FG1611  DESIGNATION -  M 294
 FG1611  PID         -  FG1611
 FG1611  STATE/COUNTY-  AR/JOHNSON
 FG1611  COUNTRY     -  US
 FG1611  USGS QUAD   -  CLARKSVILLE (2017)
 FG1611
 FG1611                         *CURRENT SURVEY CONTROL
 FG1611  ______________________________________________________________________
 FG1611* NAD 83(1986) POSITION- 35 24 51.2    (N) 093 23 02.9    (W)   HD_HELD2
 FG1611* NAVD 88 ORTHO HEIGHT -   117.599 (meters)      385.82  (feet) ADJUSTED
 FG1611  ______________________________________________________________________
 FG1611  GEOID HEIGHT    -        -29.249 (meters)                     GEOID18
 FG1611  DYNAMIC HEIGHT  -        117.490 (meters)      385.47  (feet) COMP
 FG1611  MODELED GRAVITY -    979,704.3   (mgal)                       NAVD 88
 FG1611
 FG1611  VERT ORDER      -  FIRST     CLASS II
 FG1611
 FG1611.The horizontal coordinates were established by autonomous hand held GPS
 FG1611.observations and have an estimated accuracy of +/- 10 meters.
 FG1611
 FG1611.The orthometric height was determined by differential leveling and
 FG1611.adjusted by the NATIONAL GEODETIC SURVEY
 FG1611.in June 1991.
 FG1611
 FG1611.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1611.GEOID18 height accuracy estimate available here.
 FG1611
 FG1611.Click photographs - Photos may exist for this station.
 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     -   120,799.      274,296.      MT  (+/- 10 meters HH2 GPS)
 FG1611
 FG1611_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV6512419048(NAD 83)
 FG1611
 FG1611                          SUPERSEDED SURVEY CONTROL
 FG1611
 FG1611.No superseded survey control is available for this station.
 FG1611
 FG1611_MARKER: DV = VERTICAL CONTROL DISK
 FG1611_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FG1611_SP_SET: BRIDGE PIER
 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     - 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 (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 = MARCH 20, 2026 22:17:28 EDT
 FH0770 ***********************************************************************
 FH0770  DESIGNATION -  M 295
 FH0770  PID         -  FH0770
 FH0770  STATE/COUNTY-  AR/FRANKLIN
 FH0770  COUNTRY     -  US
 FH0770  USGS QUAD   -  MULBERRY (2017)
 FH0770
 FH0770                         *CURRENT SURVEY CONTROL
 FH0770  ______________________________________________________________________
 FH0770* NAD 83(1986) POSITION- 35 26 13.     (N) 094 02 50.     (W)   SCALED
 FH0770* NAVD 88 ORTHO HEIGHT -   240.160 (meters)      787.92  (feet) ADJUSTED
 FH0770  ______________________________________________________________________
 FH0770  GEOID HEIGHT    -        -29.521 (meters)                     GEOID18
 FH0770  DYNAMIC HEIGHT  -        239.936 (meters)      787.19  (feet) COMP
 FH0770  MODELED GRAVITY -    979,696.7   (mgal)                       NAVD 88
 FH0770
 FH0770  VERT ORDER      -  FIRST     CLASS II
 FH0770
 FH0770.The horizontal coordinates were scaled from a map and have
 FH0770.an estimated accuracy of +/- 6 seconds.
 FH0770
 FH0770.The orthometric height was determined by differential leveling and
 FH0770.adjusted by the NATIONAL GEODETIC SURVEY
 FH0770.in June 1991.
 FH0770
 FH0770.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0770.GEOID18 height accuracy estimate available here.
 FH0770
 FH0770.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV049220(NAD 83)
 FH0770
 FH0770                          SUPERSEDED SURVEY CONTROL
 FH0770
 FH0770.No superseded survey control is available for this station.
 FH0770
 FH0770_MARKER: DV = VERTICAL CONTROL DISK
 FH0770_SETTING: 66 = SET IN 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 = MARCH 20, 2026 22:17:28 EDT
 FG1640 ***********************************************************************
 FG1640  DESIGNATION -  M 296
 FG1640  PID         -  FG1640
 FG1640  STATE/COUNTY-  AR/FRANKLIN
 FG1640  COUNTRY     -  US
 FG1640  USGS QUAD   -  OZARK (2017)
 FG1640
 FG1640                         *CURRENT SURVEY CONTROL
 FG1640  ______________________________________________________________________
 FG1640* NAD 83(1986) POSITION- 35 28 38.     (N) 093 47 43.     (W)   SCALED
 FG1640* NAVD 88 ORTHO HEIGHT -   163.081 (meters)      535.04  (feet) ADJUSTED
 FG1640  ______________________________________________________________________
 FG1640  GEOID HEIGHT    -        -29.252 (meters)                     GEOID18
 FG1640  DYNAMIC HEIGHT  -        162.931 (meters)      534.55  (feet) COMP
 FG1640  MODELED GRAVITY -    979,708.4   (mgal)                       NAVD 88
 FG1640
 FG1640  VERT ORDER      -  FIRST     CLASS II
 FG1640
 FG1640.The horizontal coordinates were scaled from a map and have
 FG1640.an estimated accuracy of +/- 6 seconds.
 FG1640
 FG1640.The orthometric height was determined by differential leveling and
 FG1640.adjusted by the NATIONAL GEODETIC SURVEY
 FG1640.in June 1991.
 FG1640
 FG1640.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1640.GEOID18 height accuracy estimate available here.
 FG1640
 FG1640.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV278262(NAD 83)
 FG1640
 FG1640                          SUPERSEDED SURVEY CONTROL
 FG1640
 FG1640.No superseded survey control is available for this station.
 FG1640
 FG1640_MARKER: I = METAL ROD
 FG1640_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FG1640+WITH SETTING: INFORMATION.
 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 = MARCH 20, 2026 22:17:28 EDT
 DP8081 ***********************************************************************
 DP8081  DESIGNATION -  M 297 RESET
 DP8081  PID         -  DP8081
 DP8081  STATE/COUNTY-  AR/SEBASTIAN
 DP8081  COUNTRY     -  US
 DP8081  USGS QUAD   -  BARLING (2017)
 DP8081
 DP8081                         *CURRENT SURVEY CONTROL
 DP8081  ______________________________________________________________________
 DP8081* NAD 83(1986) POSITION- 35 19 10.4    (N) 094 17 16.4    (W)   HD_HELD2
 DP8081* NAVD 88 ORTHO HEIGHT -   123.100 (meters)      403.87  (feet) ADJUSTED
 DP8081  ______________________________________________________________________
 DP8081  GEOID HEIGHT    -        -30.200 (meters)                     GEOID18
 DP8081  DYNAMIC HEIGHT  -        122.983 (meters)      403.49  (feet) COMP
 DP8081  MODELED GRAVITY -    979,686.0   (mgal)                       NAVD 88
 DP8081
 DP8081  VERT ORDER      -  FIRST     CLASS II
 DP8081
 DP8081.The horizontal coordinates were established by autonomous hand held GPS
 DP8081.observations and have an estimated accuracy of +/- 10 meters.
 DP8081
 DP8081.The orthometric height was determined by differential leveling and
 DP8081.adjusted by the NATIONAL GEODETIC SURVEY
 DP8081.in November 2015.
 DP8081
 DP8081.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8081.GEOID18 height accuracy estimate available here.
 DP8081
 DP8081.Click photographs - Photos may exist for this station.
 DP8081
 DP8081.The dynamic height is computed by dividing the NAVD 88
 DP8081.geopotential number by the normal gravity value computed on the
 DP8081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8081.degrees latitude (g = 980.6199 gals.).
 DP8081
 DP8081.The modeled gravity was interpolated from observed gravity values.
 DP8081
 DP8081;                    North         East    Units  Estimated Accuracy
 DP8081;SPC AR N     -   111,830.      191,988.      MT  (+/- 10 meters HH2 GPS)
 DP8081
 DP8081_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV8293309242(NAD 83)
 DP8081
 DP8081                          SUPERSEDED SURVEY CONTROL
 DP8081
 DP8081.No superseded survey control is available for this station.
 DP8081
 DP8081_MARKER: DB = BENCH MARK DISK
 DP8081_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP8081_SP_SET: BRIDGE ABUTMENT
 DP8081_STAMPING: M 297 RESET 2008
 DP8081_MARK LOGO: ARHD
 DP8081_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP8081_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8081_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8081+SATELLITE: SATELLITE OBSERVATIONS - 2008
 DP8081
 DP8081  HISTORY     - Date     Condition        Report By
 DP8081  HISTORY     - 2008     MONUMENTED       ARHD
 DP8081
 DP8081                          STATION DESCRIPTION
 DP8081
 DP8081'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2008 (JDH)
 DP8081'THE STATION IS LOCATED ABOUT 6.6 MI (10.6 KM) WEST OF LAVACA, 6.4 MI
 DP8081'(10.3 KM) EAST OF SOUTH FORT SMITH AND 0.9 MI (1.4 KM) EAST-SOUTHEAST
 DP8081'OF BARLING.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DP8081'
 DP8081'TO REACH FROM THE INTERSECTION OF US I-49 AND STATE HIGHWAY 22, GO
 DP8081'EAST ON HIGHWAY 22 FOR 0.4 MI (0.6 KM) THEN TURN LEFT ONTO A PAVED
 DP8081'ROAD AND GO NORTH ON THE PAVED ROAD FOR.06 MI TO THE STATION ON THE
 DP8081'LEFT.
 DP8081'
 DP8081'IT IS 59 FT (18.0 M) SOUTHEAST OF A COMBINATION POLE, 12 FT (3.7 M)
 DP8081'WEST OF THE CENTERLINE OF A PAVED ROAD AND 1 FT (0.3 M) SOUTH OF A
 DP8081'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FH0817 ***********************************************************************
 FH0817  DESIGNATION -  M 298
 FH0817  PID         -  FH0817
 FH0817  STATE/COUNTY-  AR/SEBASTIAN
 FH0817  COUNTRY     -  US
 FH0817  USGS QUAD   -  GREENWOOD (2017)
 FH0817
 FH0817                         *CURRENT SURVEY CONTROL
 FH0817  ______________________________________________________________________
 FH0817* NAD 83(1986) POSITION- 35 14 53.     (N) 094 20 29.     (W)   SCALED
 FH0817* NAVD 88 ORTHO HEIGHT -   141.621 (meters)      464.63  (feet) ADJUSTED
 FH0817  ______________________________________________________________________
 FH0817  GEOID HEIGHT    -        -30.486 (meters)                     GEOID18
 FH0817  DYNAMIC HEIGHT  -        141.484 (meters)      464.19  (feet) COMP
 FH0817  MODELED GRAVITY -    979,667.3   (mgal)                       NAVD 88
 FH0817
 FH0817  VERT ORDER      -  FIRST     CLASS II
 FH0817
 FH0817.The horizontal coordinates were scaled from a map and have
 FH0817.an estimated accuracy of +/- 6 seconds.
 FH0817
 FH0817.The orthometric height was determined by differential leveling and
 FH0817.adjusted by the NATIONAL GEODETIC SURVEY
 FH0817.in June 1991.
 FH0817
 FH0817.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0817.GEOID18 height accuracy estimate available here.
 FH0817
 FH0817.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV779013(NAD 83)
 FH0817
 FH0817                          SUPERSEDED SURVEY CONTROL
 FH0817
 FH0817.No superseded survey control is available for this station.
 FH0817
 FH0817_MARKER: DV = VERTICAL CONTROL DISK
 FH0817_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 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 = MARCH 20, 2026 22:17:28 EDT
 EK0674 ***********************************************************************
 EK0674  DESIGNATION -  M 299
 EK0674  PID         -  EK0674
 EK0674  STATE/COUNTY-  AR/SCOTT
 EK0674  COUNTRY     -  US
 EK0674  USGS QUAD   -  WALDRON (2017)
 EK0674
 EK0674                         *CURRENT SURVEY CONTROL
 EK0674  ______________________________________________________________________
 EK0674* NAD 83(1986) POSITION- 34 58 50.     (N) 094 05 39.     (W)   SCALED
 EK0674* NAVD 88 ORTHO HEIGHT -   199.055 (meters)      653.07  (feet) ADJUSTED
 EK0674  ______________________________________________________________________
 EK0674  GEOID HEIGHT    -        -30.629 (meters)                     GEOID18
 EK0674  DYNAMIC HEIGHT  -        198.853 (meters)      652.40  (feet) COMP
 EK0674  MODELED GRAVITY -    979,617.3   (mgal)                       NAVD 88
 EK0674
 EK0674  VERT ORDER      -  FIRST     CLASS II
 EK0674
 EK0674.The horizontal coordinates were scaled from a map and have
 EK0674.an estimated accuracy of +/- 6 seconds.
 EK0674
 EK0674.The orthometric height was determined by differential leveling and
 EK0674.adjusted by the NATIONAL GEODETIC SURVEY
 EK0674.in June 1991.
 EK0674
 EK0674.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0674.GEOID18 height accuracy estimate available here.
 EK0674
 EK0674.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU001714(NAD 83)
 EK0674
 EK0674                          SUPERSEDED SURVEY CONTROL
 EK0674
 EK0674.No superseded survey control is available for this station.
 EK0674
 EK0674_MARKER: DV = VERTICAL CONTROL DISK
 EK0674_SETTING: 66 = SET IN 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 = MARCH 20, 2026 22:17:28 EDT
 FF0737 ***********************************************************************
 FF0737  DESIGNATION -  M 3
 FF0737  PID         -  FF0737
 FF0737  STATE/COUNTY-  AR/CRAIGHEAD
 FF0737  COUNTRY     -  US
 FF0737  USGS QUAD   -  JONESBORO (2017)
 FF0737
 FF0737                         *CURRENT SURVEY CONTROL
 FF0737  ______________________________________________________________________
 FF0737* NAD 83(1986) POSITION- 35 50 16.     (N) 090 40 37.     (W)   SCALED
 FF0737* NAVD 88 ORTHO HEIGHT -    84.711 (meters)      277.92  (feet) ADJUSTED
 FF0737  ______________________________________________________________________
 FF0737  GEOID HEIGHT    -        -27.832 (meters)                     GEOID18
 FF0737  DYNAMIC HEIGHT  -         84.639 (meters)      277.69  (feet) COMP
 FF0737  MODELED GRAVITY -    979,780.9   (mgal)                       NAVD 88
 FF0737
 FF0737  VERT ORDER      -  FIRST     CLASS II
 FF0737
 FF0737.The horizontal coordinates were scaled from a map and have
 FF0737.an estimated accuracy of +/- 6 seconds.
 FF0737
 FF0737.The orthometric height was determined by differential leveling and
 FF0737.adjusted by the NATIONAL GEODETIC SURVEY
 FF0737.in June 1991.
 FF0737
 FF0737.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0737.GEOID18 height accuracy estimate available here.
 FF0737
 FF0737.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV098684(NAD 83)
 FF0737
 FF0737                          SUPERSEDED SURVEY CONTROL
 FF0737
 FF0737  NGVD 29 (11/26/84)   84.628  (m)          277.65   (f) ADJUSTED    1 2
 FF0737
 FF0737.Superseded values are not recommended for survey control.
 FF0737
 FF0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0737.See file dsdata.pdf to determine how the superseded data were derived.
 FF0737
 FF0737_MARKER: DB = BENCH MARK DISK
 FF0737_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FF0737_SP_SET: CULVERT HEADWALL
 FF0737_STAMPING: 277.650 M 3 1928
 FF0737_MARK LOGO: CGS
 FF0737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0737+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1003 ***********************************************************************
 FG1003  DESIGNATION -  M 30
 FG1003  PID         -  FG1003
 FG1003  STATE/COUNTY-  AR/JOHNSON
 FG1003  COUNTRY     -  US
 FG1003  USGS QUAD   -  DELAWARE (2017)
 FG1003
 FG1003                         *CURRENT SURVEY CONTROL
 FG1003  ______________________________________________________________________
 FG1003* NAD 83(1986) POSITION- 35 21 23.     (N) 093 20 36.     (W)   SCALED
 FG1003* NAVD 88 ORTHO HEIGHT -   104.369 (meters)      342.42  (feet) ADJUSTED
 FG1003  ______________________________________________________________________
 FG1003  GEOID HEIGHT    -        -29.337 (meters)                     GEOID18
 FG1003  DYNAMIC HEIGHT  -        104.270 (meters)      342.09  (feet) COMP
 FG1003  MODELED GRAVITY -    979,694.2   (mgal)                       NAVD 88
 FG1003
 FG1003  VERT ORDER      -  FIRST     CLASS II
 FG1003
 FG1003.The horizontal coordinates were scaled from a map and have
 FG1003.an estimated accuracy of +/- 6 seconds.
 FG1003
 FG1003.The orthometric height was determined by differential leveling and
 FG1003.adjusted by the NATIONAL GEODETIC SURVEY
 FG1003.in June 1991.
 FG1003
 FG1003.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1003.GEOID18 height accuracy estimate available here.
 FG1003
 FG1003.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV688126(NAD 83)
 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
 FG1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1003.See file dsdata.pdf to determine how the superseded data were derived.
 FG1003
 FG1003_MARKER: DB = BENCH MARK DISK
 FG1003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1003_STAMPING: M 30 1932
 FG1003_MARK LOGO: CGS
 FG1003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1003+STABILITY: SURFACE MOTION
 FG1003
 FG1003  HISTORY     - Date     Condition        Report By
 FG1003  HISTORY     - 1932     MONUMENTED       CGS
 FG1003  HISTORY     - 1935     GOOD             CGS
 FG1003  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG1003
 FG1003                          STATION DESCRIPTION
 FG1003
 FG1003'DESCRIBED BY COAST AND 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1353 ***********************************************************************
 EJ1353  DESIGNATION -  M 30
 EJ1353  PID         -  EJ1353
 EJ1353  STATE/COUNTY-  AR/PIKE
 EJ1353  COUNTRY     -  US
 EJ1353  USGS QUAD   -  NARROWS DAM (2017)
 EJ1353
 EJ1353                         *CURRENT SURVEY CONTROL
 EJ1353  ______________________________________________________________________
 EJ1353* NAD 83(1986) POSITION- 34 14 14.97   (N) 093 44 27.81   (W)   HD_HELD1
 EJ1353* NAVD 88 ORTHO HEIGHT -   191.596 (meters)      628.59  (feet) ADJUSTED
 EJ1353  ______________________________________________________________________
 EJ1353  GEOID HEIGHT    -        -27.736 (meters)                     GEOID18
 EJ1353  DYNAMIC HEIGHT  -        191.400 (meters)      627.95  (feet) COMP
 EJ1353  MODELED GRAVITY -    979,610.6   (mgal)                       NAVD 88
 EJ1353
 EJ1353  VERT ORDER      -  SECOND    CLASS 0
 EJ1353
 EJ1353.The horizontal coordinates were determined by differentially corrected
 EJ1353.hand held GPS observations or other comparable positioning techniques
 EJ1353.and have an estimated accuracy of +/- 3 meters.
 EJ1353
 EJ1353.The orthometric height was determined by differential leveling and
 EJ1353.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1353.in June 1991.
 EJ1353
 EJ1353.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1353.GEOID18 height accuracy estimate available here.
 EJ1353
 EJ1353.Click photographs - Photos may exist for this station.
 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     -   575,588.2     239,621.5     MT  (+/- 3 meters HH1 GPS) 
 EJ1353
 EJ1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT3175588737(NAD 83)
 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
 EJ1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1353.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1353
 EJ1353_MARKER: DB = BENCH MARK DISK
 EJ1353_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ1353_STAMPING: M 30 1932
 EJ1353_MARK LOGO: CGS
 EJ1353_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1353
 EJ1353  HISTORY     - Date     Condition        Report By
 EJ1353  HISTORY     - 1932     MONUMENTED       CGS
 EJ1353  HISTORY     - 1934     GOOD             CGS
 EJ1353  HISTORY     - 1962     GOOD             CGS
 EJ1353
 EJ1353                          STATION DESCRIPTION
 EJ1353
 EJ1353'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1962
 EJ1353'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EK0701 ***********************************************************************
 EK0701  DESIGNATION -  M 300
 EK0701  PID         -  EK0701
 EK0701  STATE/COUNTY-  AR/POLK
 EK0701  COUNTRY     -  US
 EK0701  USGS QUAD   -  ACORN (2017)
 EK0701
 EK0701                         *CURRENT SURVEY CONTROL
 EK0701  ______________________________________________________________________
 EK0701* NAD 83(1986) POSITION- 34 40 55.     (N) 094 10 51.     (W)   SCALED
 EK0701* NAVD 88 ORTHO HEIGHT -   431.429 (meters)     1415.45  (feet) ADJUSTED
 EK0701  ______________________________________________________________________
 EK0701  GEOID HEIGHT    -        -30.350 (meters)                     GEOID18
 EK0701  DYNAMIC HEIGHT  -        430.958 (meters)     1413.90  (feet) COMP
 EK0701  MODELED GRAVITY -    979,530.2   (mgal)                       NAVD 88
 EK0701
 EK0701  VERT ORDER      -  FIRST     CLASS II
 EK0701
 EK0701.The horizontal coordinates were scaled from a map and have
 EK0701.an estimated accuracy of +/- 6 seconds.
 EK0701
 EK0701.The orthometric height was determined by differential leveling and
 EK0701.adjusted by the NATIONAL GEODETIC SURVEY
 EK0701.in June 1991.
 EK0701
 EK0701.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0701.GEOID18 height accuracy estimate available here.
 EK0701
 EK0701.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU918384(NAD 83)
 EK0701
 EK0701                          SUPERSEDED SURVEY CONTROL
 EK0701
 EK0701.No superseded survey control is available for this station.
 EK0701
 EK0701_MARKER: F = FLANGE-ENCASED ROD
 EK0701_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EK0701+WITH SETTING: INFORMATION.
 EK0701_STAMPING: M 300 1985
 EK0701_MARK LOGO: NGS
 EK0701_PROJECTION: FLUSH
 EK0701_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0701_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EK0701+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2019
 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  HISTORY     - 20070621 GOOD             ARHD
 EK0701  HISTORY     - 20080703 GOOD             GEOCAC
 EK0701  HISTORY     - 20190516 GOOD             ARHD
 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.
 EK0701
 EK0701                          STATION RECOVERY (2007)
 EK0701
 EK0701'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2007 (WDA)
 EK0701'RECOVERED IN GOOD CONDITION.
 EK0701
 EK0701                          STATION RECOVERY (2008)
 EK0701
 EK0701'RECOVERY NOTE BY GEOCACHING 2008 (CA)
 EK0701'RECOVERED IN GOOD CONDITION.
 EK0701
 EK0701                          STATION RECOVERY (2019)
 EK0701
 EK0701'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2019 (BAB)
 EK0701'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EK0728 ***********************************************************************
 EK0728  DESIGNATION -  M 301
 EK0728  PID         -  EK0728
 EK0728  STATE/COUNTY-  AR/POLK
 EK0728  COUNTRY     -  US
 EK0728  USGS QUAD   -  COVE (2017)
 EK0728
 EK0728                         *CURRENT SURVEY CONTROL
 EK0728  ______________________________________________________________________
 EK0728* NAD 83(1986) POSITION- 34 25 13.     (N) 094 24 39.     (W)   SCALED
 EK0728* NAVD 88 ORTHO HEIGHT -   292.602 (meters)      959.98  (feet) ADJUSTED
 EK0728  ______________________________________________________________________
 EK0728  GEOID HEIGHT    -        -29.831 (meters)                     GEOID18
 EK0728  DYNAMIC HEIGHT  -        292.286 (meters)      958.94  (feet) COMP
 EK0728  MODELED GRAVITY -    979,549.6   (mgal)                       NAVD 88
 EK0728
 EK0728  VERT ORDER      -  FIRST     CLASS II
 EK0728
 EK0728.The horizontal coordinates were scaled from a map and have
 EK0728.an estimated accuracy of +/- 6 seconds.
 EK0728
 EK0728.The orthometric height was determined by differential leveling and
 EK0728.adjusted by the NATIONAL GEODETIC SURVEY
 EK0728.in June 1991.
 EK0728
 EK0728.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0728.GEOID18 height accuracy estimate available here.
 EK0728
 EK0728.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU703096(NAD 83)
 EK0728
 EK0728                          SUPERSEDED SURVEY CONTROL
 EK0728
 EK0728.No superseded survey control is available for this station.
 EK0728
 EK0728_MARKER: DV = VERTICAL CONTROL DISK
 EK0728_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 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 = MARCH 20, 2026 22:17:28 EDT
 EK0756 ***********************************************************************
 EK0756  DESIGNATION -  M 302
 EK0756  PID         -  EK0756
 EK0756  STATE/COUNTY-  AR/SEVIER
 EK0756  COUNTRY     -  US
 EK0756  USGS QUAD   -  GILLHAM (2017)
 EK0756
 EK0756                         *CURRENT SURVEY CONTROL
 EK0756  ______________________________________________________________________
 EK0756* NAD 83(1986) POSITION- 34 07 57.     (N) 094 18 37.     (W)   SCALED
 EK0756* NAVD 88 ORTHO HEIGHT -   196.815 (meters)      645.72  (feet) ADJUSTED
 EK0756  ______________________________________________________________________
 EK0756  GEOID HEIGHT    -        -28.116 (meters)                     GEOID18
 EK0756  DYNAMIC HEIGHT  -        196.615 (meters)      645.06  (feet) COMP
 EK0756  MODELED GRAVITY -    979,615.3   (mgal)                       NAVD 88
 EK0756
 EK0756  VERT ORDER      -  FIRST     CLASS II
 EK0756
 EK0756.The horizontal coordinates were scaled from a map and have
 EK0756.an estimated accuracy of +/- 6 seconds.
 EK0756
 EK0756.The orthometric height was determined by differential leveling and
 EK0756.adjusted by the NATIONAL GEODETIC SURVEY
 EK0756.in June 1991.
 EK0756
 EK0756.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0756.GEOID18 height accuracy estimate available here.
 EK0756
 EK0756.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT791776(NAD 83)
 EK0756
 EK0756                          SUPERSEDED SURVEY CONTROL
 EK0756
 EK0756.No superseded survey control is available for this station.
 EK0756
 EK0756_MARKER: DV = VERTICAL CONTROL DISK
 EK0756_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 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  HISTORY     - 20190528 MARK NOT FOUND   ARHD
 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.
 EK0756
 EK0756                          STATION RECOVERY (2019)
 EK0756
 EK0756'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2019 (BAB)
 EK0756'MARK NOT FOUND.  BRIDGE DOES NOT EXIST ANYMORE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DM1063 ***********************************************************************
 DM1063  DESIGNATION -  M 303
 DM1063  PID         -  DM1063
 DM1063  STATE/COUNTY-  AR/LITTLE RIVER
 DM1063  COUNTRY     -  US
 DM1063  USGS QUAD   -  ARKINDA (2017)
 DM1063
 DM1063                         *CURRENT SURVEY CONTROL
 DM1063  ______________________________________________________________________
 DM1063* NAD 83(1986) POSITION- 33 51 09.     (N) 094 23 42.     (W)   SCALED
 DM1063* NAVD 88 ORTHO HEIGHT -   106.995 (meters)      351.03  (feet) ADJUSTED
 DM1063  ______________________________________________________________________
 DM1063  GEOID HEIGHT    -        -27.393 (meters)                     GEOID18
 DM1063  DYNAMIC HEIGHT  -        106.885 (meters)      350.67  (feet) COMP
 DM1063  MODELED GRAVITY -    979,610.9   (mgal)                       NAVD 88
 DM1063
 DM1063  VERT ORDER      -  FIRST     CLASS II
 DM1063
 DM1063.The horizontal coordinates were scaled from a map and have
 DM1063.an estimated accuracy of +/- 6 seconds.
 DM1063
 DM1063.The orthometric height was determined by differential leveling and
 DM1063.adjusted by the NATIONAL GEODETIC SURVEY
 DM1063.in June 1991.
 DM1063
 DM1063.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1063.GEOID18 height accuracy estimate available here.
 DM1063
 DM1063.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT709466(NAD 83)
 DM1063
 DM1063                          SUPERSEDED SURVEY CONTROL
 DM1063
 DM1063.No superseded survey control is available for this station.
 DM1063
 DM1063_MARKER: I = METAL ROD
 DM1063_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2628 ***********************************************************************
 EH2628  DESIGNATION -  M 305
 EH2628  PID         -  EH2628
 EH2628  STATE/COUNTY-  AR/DESHA
 EH2628  COUNTRY     -  US
 EH2628  USGS QUAD   -  LACONIA (2017)
 EH2628
 EH2628                         *CURRENT SURVEY CONTROL
 EH2628  ______________________________________________________________________
 EH2628* NAD 83(1997) POSITION- 34 03 59.56972(N) 090 55 56.86428(W)   ADJUSTED
 EH2628* NAD 83(1997) ELLIP HT-    29.560 (meters)        (09/14/99)   ADJUSTED
 EH2628* NAVD 88 ORTHO HEIGHT -    55.884 (meters)      183.35  (feet) ADJUSTED
 EH2628  ______________________________________________________________________
 EH2628  GEOID HEIGHT    -        -26.577 (meters)                     GEOID18
 EH2628  NAD 83(1997) X  -    -86,074.694 (meters)                     COMP
 EH2628  NAD 83(1997) Y  - -5,288,451.098 (meters)                     COMP
 EH2628  NAD 83(1997) Z  -  3,552,580.354 (meters)                     COMP
 EH2628  LAPLACE CORR    -         -0.36  (seconds)                    DEFLEC18
 EH2628  DYNAMIC HEIGHT  -         55.829 (meters)      183.17  (feet) COMP
 EH2628  MODELED GRAVITY -    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 and
 EH2628.adjusted by the NATIONAL GEODETIC SURVEY
 EH2628.in June 1991.
 EH2628
 EH2628.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2628.GEOID18 height accuracy estimate available here.
 EH2628
 EH2628.Click photographs - Photos may exist for this station.
 EH2628
 EH2628.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH2628
 EH2628.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2628
 EH2628.The ellipsoidal height was determined by GPS observations
 EH2628.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT9079971463(NAD 83)
 EH2628
 EH2628                          SUPERSEDED SURVEY CONTROL
 EH2628
 EH2628  NAD 83(1993)-  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              55.93   (m)          183.5    (f) LEVELING    3  
 EH2628  NGVD 29 (11/26/84)   55.931  (m)          183.50   (f) ADJUSTED    1 2
 EH2628
 EH2628.Superseded values are not recommended for survey control.
 EH2628
 EH2628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2628.See file dsdata.pdf to determine how the superseded data were derived.
 EH2628
 EH2628_MARKER: I = METAL ROD
 EH2628_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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             USACE
 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 ARMY CORPS OF ENGINEERS 2000 (JMH)
 EH2628'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DM1154 ***********************************************************************
 DM1154  DESIGNATION -  M 307
 DM1154  PID         -  DM1154
 DM1154  STATE/COUNTY-  AR/MILLER
 DM1154  COUNTRY     -  US
 DM1154  USGS QUAD   -  TEXARKANA (2019)
 DM1154
 DM1154                         *CURRENT SURVEY CONTROL
 DM1154  ______________________________________________________________________
 DM1154* NAD 83(1986) POSITION- 33 29 26.     (N) 094 02 34.     (W)   SCALED
 DM1154* NAVD 88 ORTHO HEIGHT -    88.910 (meters)      291.70  (feet) ADJUSTED
 DM1154  ______________________________________________________________________
 DM1154  GEOID HEIGHT    -        -26.965 (meters)                     GEOID18
 DM1154  DYNAMIC HEIGHT  -         88.816 (meters)      291.39  (feet) COMP
 DM1154  MODELED GRAVITY -    979,577.7   (mgal)                       NAVD 88
 DM1154
 DM1154  VERT ORDER      -  FIRST     CLASS II
 DM1154
 DM1154.The horizontal coordinates were scaled from a map and have
 DM1154.an estimated accuracy of +/- 6 seconds.
 DM1154
 DM1154.The orthometric height was determined by differential leveling and
 DM1154.adjusted by the NATIONAL GEODETIC SURVEY
 DM1154.in June 1991.
 DM1154
 DM1154.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1154.GEOID18 height accuracy estimate available here.
 DM1154
 DM1154.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT031061(NAD 83)
 DM1154
 DM1154                          SUPERSEDED SURVEY CONTROL
 DM1154
 DM1154.No superseded survey control is available for this station.
 DM1154
 DM1154_MARKER: I = METAL ROD
 DM1154_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 GE1274 ***********************************************************************
 GE1274  DESIGNATION -  M 308
 GE1274  PID         -  GE1274
 GE1274  STATE/COUNTY-  AR/FULTON
 GE1274  COUNTRY     -  US
 GE1274  USGS QUAD   -  MAMMOTH SPRING (2017)
 GE1274
 GE1274                         *CURRENT SURVEY CONTROL
 GE1274  ______________________________________________________________________
 GE1274* NAD 83(1986) POSITION- 36 28 51.4    (N) 091 31 19.7    (W)   HD_HELD2
 GE1274* NAVD 88 ORTHO HEIGHT -   153.388 (meters)      503.24  (feet) ADJUSTED
 GE1274  ______________________________________________________________________
 GE1274  GEOID HEIGHT    -        -28.532 (meters)                     GEOID18
 GE1274  DYNAMIC HEIGHT  -        153.263 (meters)      502.83  (feet) COMP
 GE1274  MODELED GRAVITY -    979,814.3   (mgal)                       NAVD 88
 GE1274
 GE1274  VERT ORDER      -  FIRST     CLASS II
 GE1274
 GE1274.The horizontal coordinates were established by autonomous hand held GPS
 GE1274.observations and have an estimated accuracy of +/- 10 meters.
 GE1274
 GE1274.The orthometric height was determined by differential leveling and
 GE1274.adjusted by the NATIONAL GEODETIC SURVEY
 GE1274.in January 1995.
 GE1274
 GE1274.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE1274.GEOID18 height accuracy estimate available here.
 GE1274
 GE1274.Click photographs - Photos may exist for this station.
 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     -   238,377.      442,825.      MT  (+/- 10 meters HH2 GPS)
 GE1274
 GE1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA3238738309(NAD 83)
 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
 GE1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1274.See file dsdata.pdf to determine how the superseded data were derived.
 GE1274
 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  HISTORY     - 20100203 GOOD             ARHD
 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.
 GE1274
 GE1274                          STATION RECOVERY (2010)
 GE1274
 GE1274'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2010 (MSK)
 GE1274'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GG0918 ***********************************************************************
 GG0918  DESIGNATION -  M 309
 GG0918  PID         -  GG0918
 GG0918  STATE/COUNTY-  AR/BENTON
 GG0918  COUNTRY     -  US
 GG0918  USGS QUAD   -  BENTONVILLE SOUTH (2017)
 GG0918
 GG0918                         *CURRENT SURVEY CONTROL
 GG0918  ______________________________________________________________________
 GG0918* NAD 83(2011) POSITION- 36 18 41.48743(N) 094 07 30.68369(W)   ADJUSTED
 GG0918* NAD 83(2011) ELLIP HT-   376.998 (meters)        (11/15/19)   ADJUSTED
 GG0918* NAD 83(2011) EPOCH   -  2010.00
 GG0918* NAVD 88 ORTHO HEIGHT -   405.146 (meters)     1329.22  (feet) ADJUSTED
 GG0918  ______________________________________________________________________
 GG0918  GEOID HEIGHT    -        -28.140 (meters)                     GEOID18
 GG0918  NAD 83(2011) X  -   -370,175.862 (meters)                     COMP
 GG0918  NAD 83(2011) Y  - -5,132,576.729 (meters)                     COMP
 GG0918  NAD 83(2011) Z  -  3,756,325.103 (meters)                     COMP
 GG0918  LAPLACE CORR    -          0.09  (seconds)                    DEFLEC18
 GG0918  DYNAMIC HEIGHT  -        404.787 (meters)     1328.04  (feet) COMP
 GG0918  MODELED GRAVITY -    979,733.0   (mgal)                       NAVD 88
 GG0918
 GG0918  VERT ORDER      -  FIRST     CLASS II
 GG0918
 GG0918  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GG0918  Standards:
 GG0918         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GG0918            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GG0918  -------------------------------------------------------------------
 GG0918  NETWORK    0.57   2.12           0.26   0.20   1.08     -0.05210780
 GG0918  -------------------------------------------------------------------
 GG0918  Click here for local accuracies and other accuracy information.
 GG0918
 GG0918.The horizontal coordinates were established by GPS observations
 GG0918.and adjusted by the CEI ENGINEERING ASSOC in November 2019.
 GG0918
 GG0918.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GG0918.been affixed to the stable North American tectonic plate. See 
 GG0918.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GG0918
 GG0918.The horizontal coordinates are valid at the epoch date displayed above
 GG0918.which is a decimal equivalence of Year/Month/Day.
 GG0918
 GG0918.The orthometric height was determined by differential leveling and
 GG0918.adjusted by the NATIONAL GEODETIC SURVEY
 GG0918.in June 1991.
 GG0918
 GG0918.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0918.GEOID18 height accuracy estimate available here.
 GG0918
 GG0918.Click photographs - Photos may exist for this station.
 GG0918
 GG0918.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GG0918
 GG0918.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0918
 GG0918.The ellipsoidal height was determined by GPS observations
 GG0918.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 GG0918
 GG0918;                    North         East     Units Scale Factor Converg.
 GG0918;SPC AR N     -   221,532.109   209,153.179   MT  1.00001639   -1 14 11.9
 GG0918;SPC AR N     -   726,809.93    686,196.72   sFT  1.00001639   -1 14 11.9
 GG0918;UTM  15      - 4,019,089.345   398,987.696   MT  0.99972572   -0 39 58.9
 GG0918
 GG0918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0918!SPC AR N     -   0.99994084  x   1.00001639  =   0.99995722
 GG0918!UTM  15      -   0.99994084  x   0.99972572  =   0.99966657
 GG0918
 GG0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA9898719089(NAD 83)
 GG0918
 GG0918                          SUPERSEDED SURVEY CONTROL
 GG0918
 GG0918  NAD 83(2011)-  36 18 41.48744(N)    094 07 30.68363(W) AD(2010.00) 0
 GG0918  ELLIP H (06/27/12)  377.046  (m)                       GP(2010.00)    
 GG0918  NAD 83(2007)-  36 18 41.48736(N)    094 07 30.68408(W) AD(2002.00) B
 GG0918  ELLIP H (11/18/09)  377.035  (m)                       GP(2002.00) 4 1
 GG0918  NAVD 88             405.15   (m)         1329.2    (f) LEVELING    3  
 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
 GG0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0918.See file dsdata.pdf to determine how the superseded data were derived.
 GG0918
 GG0918_MARKER: F = FLANGE-ENCASED ROD
 GG0918_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GG0918+WITH SETTING: INFORMATION.
 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 - July 02, 2019
 GG0918
 GG0918  HISTORY     - Date     Condition        Report By
 GG0918  HISTORY     - 1989     MONUMENTED       NGS
 GG0918  HISTORY     - 20070909 GOOD             GEOCAC
 GG0918  HISTORY     - 20090305 GOOD             CTA
 GG0918  HISTORY     - 20100225 GOOD             MCCENG
 GG0918  HISTORY     - 20110823 GOOD             NGS
 GG0918  HISTORY     - 20190702 GOOD             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.
 GG0918
 GG0918                          STATION RECOVERY (2007)
 GG0918
 GG0918'RECOVERY NOTE BY GEOCACHING 2007 (CB)
 GG0918'RECOVERED IN GOOD CONDITION.
 GG0918
 GG0918                          STATION RECOVERY (2009)
 GG0918
 GG0918'RECOVERY NOTE BY CRAFTON, TULL AND ASSOCIATES INC 2009 (TBW)
 GG0918'RECOVERED AS DESCRIBED.
 GG0918
 GG0918                          STATION RECOVERY (2010)
 GG0918
 GG0918'RECOVERY NOTE BY MCCLELLAND ENGINEERS 2010 (DLM)
 GG0918'RECOVERED AS DESCRIBED.
 GG0918
 GG0918                          STATION RECOVERY (2011)
 GG0918
 GG0918'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2011 (JBW)
 GG0918'RECOVERED IN GOOD CONDITION.
 GG0918
 GG0918                          STATION RECOVERY (2019)
 GG0918
 GG0918'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2019 (JKB)
 GG0918'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GG0212 ***********************************************************************
 GG0212  DESIGNATION -  M 31
 GG0212  PID         -  GG0212
 GG0212  STATE/COUNTY-  AR/BENTON
 GG0212  COUNTRY     -  US
 GG0212  USGS QUAD   -  SILOAM SPRINGS (2017)
 GG0212
 GG0212                         *CURRENT SURVEY CONTROL
 GG0212  ______________________________________________________________________
 GG0212* NAD 83(1986) POSITION- 36 14 02.     (N) 094 30 32.     (W)   SCALED
 GG0212* NAVD 88 ORTHO HEIGHT -   337.971 (meters)     1108.83  (feet) ADJUSTED
 GG0212  ______________________________________________________________________
 GG0212  GEOID HEIGHT    -        -28.329 (meters)                     GEOID18
 GG0212  DYNAMIC HEIGHT  -        337.675 (meters)     1107.86  (feet) COMP
 GG0212  MODELED GRAVITY -    979,746.1   (mgal)                       NAVD 88
 GG0212
 GG0212  VERT ORDER      -  SECOND    CLASS 0
 GG0212
 GG0212.The horizontal coordinates were scaled from a map and have
 GG0212.an estimated accuracy of +/- 6 seconds.
 GG0212
 GG0212.The orthometric height was determined by differential leveling and
 GG0212.adjusted by the NATIONAL GEODETIC SURVEY
 GG0212.in June 1991.
 GG0212
 GG0212.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0212.GEOID18 height accuracy estimate available here.
 GG0212
 GG0212.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA644109(NAD 83)
 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
 GG0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0212.See file dsdata.pdf to determine how the superseded data were derived.
 GG0212
 GG0212_MARKER: DB = BENCH MARK DISK
 GG0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0212_STAMPING: M 31 1934
 GG0212_MARK LOGO: CGS
 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  HISTORY     - 20100414 MARK NOT FOUND   AR-007
 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.
 GG0212
 GG0212                          STATION RECOVERY (2010)
 GG0212
 GG0212'RECOVERY NOTE BY BENTON COUNTY ARKANSAS 2010 (GT)
 GG0212'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GG0904 ***********************************************************************
 GG0904  DESIGNATION -  M 310
 GG0904  PID         -  GG0904
 GG0904  STATE/COUNTY-  AR/WASHINGTON
 GG0904  COUNTRY     -  US
 GG0904  USGS QUAD   -  FAYETTEVILLE (2017)
 GG0904
 GG0904                         *CURRENT SURVEY CONTROL
 GG0904  ______________________________________________________________________
 GG0904* NAD 83(1986) POSITION- 36 05 05.     (N) 094 09 55.     (W)   SCALED
 GG0904* NAVD 88 ORTHO HEIGHT -   394.974 (meters)     1295.84  (feet) ADJUSTED
 GG0904  ______________________________________________________________________
 GG0904  GEOID HEIGHT    -        -28.074 (meters)                     GEOID18
 GG0904  DYNAMIC HEIGHT  -        394.619 (meters)     1294.68  (feet) COMP
 GG0904  MODELED GRAVITY -    979,722.5   (mgal)                       NAVD 88
 GG0904
 GG0904  VERT ORDER      -  FIRST     CLASS II
 GG0904
 GG0904.The horizontal coordinates were scaled from a map and have
 GG0904.an estimated accuracy of +/- 6 seconds.
 GG0904
 GG0904.The orthometric height was determined by differential leveling and
 GG0904.adjusted by the NATIONAL GEODETIC SURVEY
 GG0904.in June 1991.
 GG0904
 GG0904.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0904.GEOID18 height accuracy estimate available here.
 GG0904
 GG0904.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV950939(NAD 83)
 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
 GG0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0904.See file dsdata.pdf to determine how the superseded data were derived.
 GG0904
 GG0904_MARKER: F = FLANGE-ENCASED ROD
 GG0904_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 - January 31, 2012
 GG0904_ROD/PIPE-DEPTH: 6.1 meters
 GG0904
 GG0904  HISTORY     - Date     Condition        Report By
 GG0904  HISTORY     - 1989     MONUMENTED       NGS
 GG0904  HISTORY     - 20061222 GOOD             GEOCAC
 GG0904  HISTORY     - 20080930 GOOD             ARHD
 GG0904  HISTORY     - 20110512 GOOD             COSTEL
 GG0904  HISTORY     - 20120131 GOOD             ARHD
 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.
 GG0904
 GG0904                          STATION RECOVERY (2006)
 GG0904
 GG0904'RECOVERY NOTE BY GEOCACHING 2006 (RGP)
 GG0904'RECOVERED AS DESCRIBED.
 GG0904
 GG0904                          STATION RECOVERY (2008)
 GG0904
 GG0904'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2008 (TPS)
 GG0904'RECOVERED IN GOOD CONDITION.
 GG0904
 GG0904                          STATION RECOVERY (2011)
 GG0904
 GG0904'RECOVERY NOTE BY COSTELLO LAND SURVEYING 2011 (TFC)
 GG0904'RECOVERED IN GOOD CONDITION. WITNESS POST IS MISSING.
 GG0904
 GG0904                          STATION RECOVERY (2012)
 GG0904
 GG0904'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (JDH)
 GG0904'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FH1206 ***********************************************************************
 FH1206  DESIGNATION -  M 311
 FH1206  PID         -  FH1206
 FH1206  STATE/COUNTY-  AR/CRAWFORD
 FH1206  COUNTRY     -  US
 FH1206  USGS QUAD   -  VAN BUREN (2017)
 FH1206
 FH1206                         *CURRENT SURVEY CONTROL
 FH1206  ______________________________________________________________________
 FH1206* NAD 83(1986) POSITION- 35 29 32.7    (N) 094 17 31.5    (W)   HD_HELD2
 FH1206* NAVD 88 ORTHO HEIGHT -   174.397 (meters)      572.17  (feet) ADJUSTED
 FH1206  ______________________________________________________________________
 FH1206  GEOID HEIGHT    -        -29.573 (meters)                     GEOID18
 FH1206  DYNAMIC HEIGHT  -        174.234 (meters)      571.63  (feet) COMP
 FH1206  MODELED GRAVITY -    979,696.0   (mgal)                       NAVD 88
 FH1206
 FH1206  VERT ORDER      -  FIRST     CLASS II
 FH1206
 FH1206.The horizontal coordinates were established by autonomous hand held GPS
 FH1206.observations and have an estimated accuracy of +/- 10 meters.
 FH1206
 FH1206.The orthometric height was determined by differential leveling and
 FH1206.adjusted by the NATIONAL GEODETIC SURVEY
 FH1206.in June 1991.
 FH1206
 FH1206.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1206.GEOID18 height accuracy estimate available here.
 FH1206
 FH1206.Click photographs - Photos may exist for this station.
 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     -   131,011.      192,053.      MT  (+/- 10 meters HH2 GPS)
 FH1206
 FH1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV8280228419(NAD 83)
 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
 FH1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1206.See file dsdata.pdf to determine how the superseded data were derived.
 FH1206
 FH1206_MARKER: I = METAL ROD
 FH1206_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH1206+WITH SETTING: INFORMATION.
 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 - April 14, 2014
 FH1206
 FH1206  HISTORY     - Date     Condition        Report By
 FH1206  HISTORY     - 1989     MONUMENTED       NGS
 FH1206  HISTORY     - 20140414 GOOD             ARHD
 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.
 FH1206
 FH1206                          STATION RECOVERY (2014)
 FH1206
 FH1206'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (AMC)
 FH1206'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FH1229 ***********************************************************************
 FH1229  DESIGNATION -  M 312
 FH1229  PID         -  FH1229
 FH1229  STATE/COUNTY-  AR/CRAWFORD
 FH1229  COUNTRY     -  US
 FH1229  USGS QUAD   -  MOUNTAINBURG (2017)
 FH1229
 FH1229                         *CURRENT SURVEY CONTROL
 FH1229  ______________________________________________________________________
 FH1229* NAD 83(1986) POSITION- 35 42 46.7    (N) 094 07 56.0    (W)   HD_HELD2
 FH1229* NAVD 88 ORTHO HEIGHT -   505.510 (meters)     1658.49  (feet) ADJUSTED
 FH1229  ______________________________________________________________________
 FH1229  GEOID HEIGHT    -        -28.471 (meters)                     GEOID18
 FH1229  DYNAMIC HEIGHT  -        505.031 (meters)     1656.92  (feet) COMP
 FH1229  MODELED GRAVITY -    979,669.4   (mgal)                       NAVD 88
 FH1229
 FH1229  VERT ORDER      -  FIRST     CLASS II
 FH1229
 FH1229.The horizontal coordinates were established by autonomous hand held GPS
 FH1229.observations and have an estimated accuracy of +/- 10 meters.
 FH1229
 FH1229.The orthometric height was determined by differential leveling and
 FH1229.adjusted by the NATIONAL GEODETIC SURVEY
 FH1229.in June 1991.
 FH1229
 FH1229.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1229.GEOID18 height accuracy estimate available here.
 FH1229
 FH1229.Click photographs - Photos may exist for this station.
 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     -   155,149.      207,084.      MT  (+/- 10 meters HH2 GPS)
 FH1229
 FH1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9758452704(NAD 83)
 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
 FH1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1229.See file dsdata.pdf to determine how the superseded data were derived.
 FH1229
 FH1229_MARKER: DV = VERTICAL CONTROL DISK
 FH1229_SETTING: 66 = SET IN ROCK OUTCROP
 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 = MARCH 20, 2026 22:17:28 EDT
 GE1257 ***********************************************************************
 GE1257  DESIGNATION -  M 313
 GE1257  PID         -  GE1257
 GE1257  STATE/COUNTY-  AR/FULTON
 GE1257  COUNTRY     -  US
 GE1257  USGS QUAD   -  HARDY (2017)
 GE1257
 GE1257                         *CURRENT SURVEY CONTROL
 GE1257  ______________________________________________________________________
 GE1257* NAD 83(1986) POSITION- 36 20 32.     (N) 091 28 59.     (W)   SCALED
 GE1257* NAVD 88 ORTHO HEIGHT -   196.086 (meters)      643.33  (feet) ADJUSTED
 GE1257  ______________________________________________________________________
 GE1257  GEOID HEIGHT    -        -28.435 (meters)                     GEOID18
 GE1257  DYNAMIC HEIGHT  -        195.923 (meters)      642.79  (feet) COMP
 GE1257  MODELED GRAVITY -    979,793.6   (mgal)                       NAVD 88
 GE1257
 GE1257  VERT ORDER      -  FIRST     CLASS II
 GE1257
 GE1257.The horizontal coordinates were scaled from a map and have
 GE1257.an estimated accuracy of +/- 6 seconds.
 GE1257
 GE1257.The orthometric height was determined by differential leveling and
 GE1257.adjusted by the NATIONAL GEODETIC SURVEY
 GE1257.in January 1995.
 GE1257
 GE1257.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE1257.GEOID18 height accuracy estimate available here.
 GE1257
 GE1257.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA361229(NAD 83)
 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
 GE1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1257.See file dsdata.pdf to determine how the superseded data were derived.
 GE1257
 GE1257_MARKER: DV = VERTICAL CONTROL DISK
 GE1257_SETTING: 66 = SET IN ROCK OUTCROP
 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 = MARCH 20, 2026 22:17:28 EDT
 FF2181 ***********************************************************************
 FF2181  HT_MOD      -  This is a Height Modernization Survey Station.
 FF2181  DESIGNATION -  M 314
 FF2181  PID         -  FF2181
 FF2181  STATE/COUNTY-  AR/POINSETT
 FF2181  COUNTRY     -  US
 FF2181  USGS QUAD   -  MARKED TREE (2017)
 FF2181
 FF2181                         *CURRENT SURVEY CONTROL
 FF2181  ______________________________________________________________________
 FF2181* NAD 83(2011) POSITION- 35 31 39.12705(N) 090 24 49.24693(W)   ADJUSTED
 FF2181* NAD 83(2011) ELLIP HT-    38.728 (meters)        (06/27/12)   ADJUSTED
 FF2181* NAD 83(2011) EPOCH   -  2010.00
 FF2181* NAVD 88 ORTHO HEIGHT -    66.53  (meters)      218.3   (feet) GPS OBS
 FF2181  ______________________________________________________________________
 FF2181  NAVD 88 orthometric height was determined with geoid model    GEOID03
 FF2181  GEOID HEIGHT    -        -27.767 (meters)                     GEOID03
 FF2181  GEOID HEIGHT    -        -27.700 (meters)                     GEOID18
 FF2181  NAD 83(2011) X  -    -37,519.996 (meters)                     COMP
 FF2181  NAD 83(2011) Y  - -5,196,532.606 (meters)                     COMP
 FF2181  NAD 83(2011) Z  -  3,685,677.213 (meters)                     COMP
 FF2181  LAPLACE CORR    -         -0.19  (seconds)                    DEFLEC18
 FF2181
 FF2181  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FF2181  Standards:
 FF2181         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FF2181            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FF2181  -------------------------------------------------------------------
 FF2181  NETWORK    2.48   2.72           1.06   0.96   1.39     -0.13087336
 FF2181  -------------------------------------------------------------------
 FF2181  Click here for local accuracies and other accuracy information.
 FF2181
 FF2181.The horizontal coordinates were established by GPS observations
 FF2181.and adjusted by the National Geodetic Survey in June 2012.
 FF2181
 FF2181.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FF2181.been affixed to the stable North American tectonic plate. See 
 FF2181.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FF2181
 FF2181.The horizontal coordinates are valid at the epoch date displayed above
 FF2181.which is a decimal equivalence of Year/Month/Day.
 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.
 FF2181
 FF2181.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF2181.GEOID18 height accuracy estimate available here.
 FF2181
 FF2181.Click photographs - Photos may exist for this station.
 FF2181
 FF2181.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF2181
 FF2181.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF2181
 FF2181.The ellipsoidal height was determined by GPS observations
 FF2181.and is referenced to NAD 83.
 FF2181
 FF2181. The following values were computed from the NAD 83(2011) position.
 FF2181
 FF2181;                    North         East     Units Scale Factor Converg.
 FF2181;SPC AR N     -   133,645.274   543,861.370   MT  0.99993642   +0 55 23.1
 FF2181;SPC AR N     -   438,467.87  1,784,318.51   sFT  0.99993642   +0 55 23.1
 FF2181;UTM  15      - 3,934,624.121   734,507.402   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV3450734624(NAD 83)
 FF2181
 FF2181                          SUPERSEDED SURVEY CONTROL
 FF2181
 FF2181  NAD 83(2007)-  35 31 39.12707(N)    090 24 49.24801(W) AD(2002.00) 0
 FF2181  ELLIP H (02/10/07)   38.742  (m)                       GP(2002.00)    
 FF2181  NAD 83(1997)-  35 31 39.12699(N)    090 24 49.24786(W) AD(       ) 1
 FF2181  ELLIP H (05/31/05)   38.732  (m)                       GP(       ) 4 2
 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
 FF2181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2181.See file dsdata.pdf to determine how the superseded data were derived.
 FF2181
 FF2181_MARKER: I = METAL ROD
 FF2181_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 - August 03, 2007
 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  HISTORY     - 20070803 GOOD             USACE
 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
 FF2181
 FF2181                          STATION RECOVERY (2007)
 FF2181
 FF2181'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2007 (JMH)
 FF2181'ACCESS COVER AND LID MISSING, MARK PROJECTS 0.25 FT ABOVE GROUND
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF2207 ***********************************************************************
 FF2207  DESIGNATION -  M 315
 FF2207  PID         -  FF2207
 FF2207  STATE/COUNTY-  AR/GREENE
 FF2207  COUNTRY     -  US
 FF2207  USGS QUAD   -  BONO (2017)
 FF2207
 FF2207                         *CURRENT SURVEY CONTROL
 FF2207  ______________________________________________________________________
 FF2207* NAD 83(1986) POSITION- 35 58 08.     (N) 090 50 53.     (W)   SCALED
 FF2207* NAVD 88 ORTHO HEIGHT -    76.165 (meters)      249.88  (feet) ADJUSTED
 FF2207  ______________________________________________________________________
 FF2207  GEOID HEIGHT    -        -27.921 (meters)                     GEOID18
 FF2207  DYNAMIC HEIGHT  -         76.101 (meters)      249.67  (feet) COMP
 FF2207  MODELED GRAVITY -    979,802.9   (mgal)                       NAVD 88
 FF2207
 FF2207  VERT ORDER      -  FIRST     CLASS II
 FF2207
 FF2207.The horizontal coordinates were scaled from a map and have
 FF2207.an estimated accuracy of +/- 6 seconds.
 FF2207
 FF2207.The orthometric height was determined by differential leveling and
 FF2207.adjusted by the NATIONAL GEODETIC SURVEY
 FF2207.in January 1995.
 FF2207
 FF2207.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF2207.GEOID18 height accuracy estimate available here.
 FF2207
 FF2207.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV940826(NAD 83)
 FF2207
 FF2207                          SUPERSEDED SURVEY CONTROL
 FF2207
 FF2207  NGVD 29 (10/05/93)   76.083  (m)          249.62   (f) ADJUSTED    1 2
 FF2207
 FF2207.Superseded values are not recommended for survey control.
 FF2207
 FF2207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2207.See file dsdata.pdf to determine how the superseded data were derived.
 FF2207
 FF2207_MARKER: I = METAL ROD
 FF2207_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 GE1232 ***********************************************************************
 GE1232  DESIGNATION -  M 316
 GE1232  PID         -  GE1232
 GE1232  STATE/COUNTY-  AR/LAWRENCE
 GE1232  COUNTRY     -  US
 GE1232  USGS QUAD   -  IMBODEN (2017)
 GE1232
 GE1232                         *CURRENT SURVEY CONTROL
 GE1232  ______________________________________________________________________
 GE1232* NAD 83(1986) POSITION- 36 13 17.     (N) 091 13 28.     (W)   SCALED
 GE1232* NAVD 88 ORTHO HEIGHT -   111.586 (meters)      366.10  (feet) ADJUSTED
 GE1232  ______________________________________________________________________
 GE1232  GEOID HEIGHT    -        -28.306 (meters)                     GEOID18
 GE1232  DYNAMIC HEIGHT  -        111.494 (meters)      365.79  (feet) COMP
 GE1232  MODELED GRAVITY -    979,803.0   (mgal)                       NAVD 88
 GE1232
 GE1232  VERT ORDER      -  FIRST     CLASS II
 GE1232
 GE1232.The horizontal coordinates were scaled from a map and have
 GE1232.an estimated accuracy of +/- 6 seconds.
 GE1232
 GE1232.The orthometric height was determined by differential leveling and
 GE1232.adjusted by the NATIONAL GEODETIC SURVEY
 GE1232.in January 1995.
 GE1232
 GE1232.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE1232.GEOID18 height accuracy estimate available here.
 GE1232
 GE1232.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA595099(NAD 83)
 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
 GE1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1232.See file dsdata.pdf to determine how the superseded data were derived.
 GE1232
 GE1232_MARKER: DV = VERTICAL CONTROL DISK
 GE1232_SETTING: 66 = SET IN ROCK OUTCROP
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0158 ***********************************************************************
 GE0158  DESIGNATION -  M 32
 GE0158  PID         -  GE0158
 GE0158  STATE/COUNTY-  AR/GREENE
 GE0158  COUNTRY     -  US
 GE0158  USGS QUAD   -  PARAGOULD EAST (2017)
 GE0158
 GE0158                         *CURRENT SURVEY CONTROL
 GE0158  ______________________________________________________________________
 GE0158* NAD 83(1986) POSITION- 36 03 12.     (N) 090 29 08.     (W)   SCALED
 GE0158* NAVD 88 ORTHO HEIGHT -    83.953 (meters)      275.44  (feet) ADJUSTED
 GE0158  ______________________________________________________________________
 GE0158  GEOID HEIGHT    -        -28.230 (meters)                     GEOID18
 GE0158  DYNAMIC HEIGHT  -         83.883 (meters)      275.21  (feet) COMP
 GE0158  MODELED GRAVITY -    979,793.4   (mgal)                       NAVD 88
 GE0158
 GE0158  VERT ORDER      -  FIRST     CLASS II
 GE0158
 GE0158.The horizontal coordinates were scaled from a map and have
 GE0158.an estimated accuracy of +/- 6 seconds.
 GE0158
 GE0158.The orthometric height was determined by differential leveling and
 GE0158.adjusted by the NATIONAL GEODETIC SURVEY
 GE0158.in June 1991.
 GE0158
 GE0158.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0158.GEOID18 height accuracy estimate available here.
 GE0158
 GE0158.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV264927(NAD 83)
 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
 GE0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0158.See file dsdata.pdf to determine how the superseded data were derived.
 GE0158
 GE0158_MARKER: DB = BENCH MARK DISK
 GE0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0158_STAMPING: M 32 1933
 GE0158_MARK LOGO: CGS
 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             CGS
 GE0158  HISTORY     - 20020319 MARK NOT FOUND   USACE
 GE0158  HISTORY     - 20081021 MARK NOT FOUND   ARHD
 GE0158
 GE0158                          STATION DESCRIPTION
 GE0158
 GE0158'DESCRIBED BY COAST AND 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.
 GE0158
 GE0158                          STATION RECOVERY (2008)
 GE0158
 GE0158'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2008 (WDA)
 GE0158'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ4571 ***********************************************************************
 DQ4571  DESIGNATION -  M 320 RESET
 DQ4571  PID         -  DQ4571
 DQ4571  STATE/COUNTY-  AR/PULASKI
 DQ4571  COUNTRY     -  US
 DQ4571  USGS QUAD   -  LITTLE ROCK (2017)
 DQ4571
 DQ4571                         *CURRENT SURVEY CONTROL
 DQ4571  ______________________________________________________________________
 DQ4571* NAD 83(1986) POSITION- 34 40 38.3    (N) 092 21 39.1    (W)   HD_HELD2
 DQ4571* NAVD 88 ORTHO HEIGHT -    93.364 (meters)      306.31  (feet) ADJUSTED
 DQ4571  ______________________________________________________________________
 DQ4571  GEOID HEIGHT    -        -26.497 (meters)                     GEOID18
 DQ4571  DYNAMIC HEIGHT  -         93.278 (meters)      306.03  (feet) COMP
 DQ4571  MODELED GRAVITY -    979,711.8   (mgal)                       NAVD 88
 DQ4571
 DQ4571  VERT ORDER      -  FIRST     CLASS II
 DQ4571
 DQ4571.The horizontal coordinates were established by autonomous hand held GPS
 DQ4571.observations and have an estimated accuracy of +/- 10 meters.
 DQ4571
 DQ4571.The orthometric height was determined by differential leveling and
 DQ4571.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4571.in April 2017.
 DQ4571
 DQ4571.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4571.GEOID18 height accuracy estimate available here.
 DQ4571
 DQ4571.Click photographs - Photos may exist for this station.
 DQ4571
 DQ4571.The dynamic height is computed by dividing the NAVD 88
 DQ4571.geopotential number by the normal gravity value computed on the
 DQ4571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4571.degrees latitude (g = 980.6199 gals.).
 DQ4571
 DQ4571.The modeled gravity was interpolated from observed gravity values.
 DQ4571
 DQ4571;                    North         East    Units  Estimated Accuracy
 DQ4571;SPC AR S     -   623,069.      366,930.      MT  (+/- 10 meters HH2 GPS)
 DQ4571
 DQ4571_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5855037444(NAD 83)
 DQ4571
 DQ4571                          SUPERSEDED SURVEY CONTROL
 DQ4571
 DQ4571.No superseded survey control is available for this station.
 DQ4571
 DQ4571_MARKER: DB = BENCH MARK DISK
 DQ4571_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DQ4571_SP_SET: BRIDGE PARAPET WALL
 DQ4571_STAMPING: M 320 RESET 2017
 DQ4571_MARK LOGO: ARHD
 DQ4571_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ4571_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4571_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ4571+SATELLITE: SATELLITE OBSERVATIONS - January 03, 2017
 DQ4571
 DQ4571  HISTORY     - Date     Condition        Report By
 DQ4571  HISTORY     - 20170103 MONUMENTED       ARHD
 DQ4571
 DQ4571                          STATION DESCRIPTION
 DQ4571
 DQ4571'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2017 (JDH)
 DQ4571'THE STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) WEST OF SWEET HOME, 6.3
 DQ4571'MI (10.1 KM) SOUTHWEST OF LITTLE ROCK AND 5.6 MI (9.0 KM) NORTHEAST OF
 DQ4571'ALEXANDER.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ4571'
 DQ4571'THE STATION IS LOCATED AT THE INTERSECTION OF US INTERSTATE HIGHWAY 30
 DQ4571'AND CITY STREET CHICOT ROAD, IN THE SOUTHEAST BRIDGE PARAPET WALL ON
 DQ4571'THE EAST SIDE OF THE OVERPASS OF INTERSTATE 30 ON CHICOT ROAD.
 DQ4571'
 DQ4571'IT IS 6.8 M (22.3 FT) EAST OF THE CENTER LINE OF CHICOT ROAD, 6.3 M
 DQ4571'(20.7 FT) NORTH OF WING WALL OF BRIDGE AND 1.0 M (3.3 FT) HIGHER THAN
 DQ4571'THE ROAD SURFACE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK2867 ***********************************************************************
 DK2867  DESIGNATION -  M 321
 DK2867  PID         -  DK2867
 DK2867  STATE/COUNTY-  AR/PULASKI
 DK2867  COUNTRY     -  US
 DK2867  USGS QUAD   -  NORTH LITTLE ROCK (2017)
 DK2867
 DK2867                         *CURRENT SURVEY CONTROL
 DK2867  ______________________________________________________________________
 DK2867* NAD 83(1986) POSITION- 34 47 23.     (N) 092 21 26.     (W)   SCALED
 DK2867* NAVD 88 ORTHO HEIGHT -    77.410 (meters)      253.97  (feet) ADJUSTED
 DK2867  ______________________________________________________________________
 DK2867  GEOID HEIGHT    -        -26.819 (meters)                     GEOID18
 DK2867  DYNAMIC HEIGHT  -         77.338 (meters)      253.73  (feet) COMP
 DK2867  MODELED GRAVITY -    979,700.1   (mgal)                       NAVD 88
 DK2867
 DK2867  VERT ORDER      -  FIRST     CLASS II
 DK2867
 DK2867.The horizontal coordinates were scaled from a map and have
 DK2867.an estimated accuracy of +/- 6 seconds.
 DK2867
 DK2867.The orthometric height was determined by differential leveling and
 DK2867.adjusted by the NATIONAL GEODETIC SURVEY
 DK2867.in May 2008.
 DK2867
 DK2867.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK2867.GEOID18 height accuracy estimate available here.
 DK2867
 DK2867.Click photographs - Photos may exist for this station.
 DK2867
 DK2867.The dynamic height is computed by dividing the NAVD 88
 DK2867.geopotential number by the normal gravity value computed on the
 DK2867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2867.degrees latitude (g = 980.6199 gals.).
 DK2867
 DK2867.The modeled gravity was interpolated from observed gravity values.
 DK2867
 DK2867;                    North         East    Units  Estimated Accuracy
 DK2867;SPC AR S     -   635,540.      367,310.      MT  (+/- 180 meters Scaled)
 DK2867
 DK2867_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU588499(NAD 83)
 DK2867
 DK2867                          SUPERSEDED SURVEY CONTROL
 DK2867
 DK2867.No superseded survey control is available for this station.
 DK2867
 DK2867_MARKER: DB = BENCH MARK DISK
 DK2867_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DK2867_SP_SET: CULVERT HEADWALL
 DK2867_STAMPING: M 321 2007
 DK2867_MARK LOGO: ARHD
 DK2867_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK2867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK2867+STABILITY: SURFACE MOTION
 DK2867_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2867+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2012
 DK2867
 DK2867  HISTORY     - Date     Condition        Report By
 DK2867  HISTORY     - 20070411 MONUMENTED       ARHD
 DK2867  HISTORY     - 20120302 GOOD             ARHD
 DK2867
 DK2867                          STATION DESCRIPTION
 DK2867
 DK2867'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2007
 DK2867'THE STATION IS LOCATED ABOUT 2.0 MILES WEST OF LITTLE ROCK ARKANSAS.
 DK2867'OWNERSHIP--ROAD RIGHT-OF-WAY. ALONG A BIKE PATH AT MURRAY LOCK AND
 DK2867'DAM.
 DK2867'
 DK2867'TO REACH FROM THE INTERSECTION OF RIVERFRONT DRIVE AND CANTRELL ROAD
 DK2867'WEST OF LITTLE ROCK, GO NORTH ON RIVERFRONT DRIVE FOR 4.2 MILES TO THE
 DK2867'STATION ON THE RIGHT. IN THE HEADWALL OF A CULVERT AT MURRAY PARK AND
 DK2867'DAM.
 DK2867'
 DK2867'13.0 METERS NORTH OF THE CENTERLINE OF ROAD LEADING TO DAM, AND 7.2
 DK2867'METERS NORTH OF THE NORTH EDGE OF CONCRETE.
 DK2867
 DK2867                          STATION RECOVERY (2012)
 DK2867
 DK2867'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (JDH)
 DK2867'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO4790 ***********************************************************************
 DO4790  DESIGNATION -  M 326
 DO4790  PID         -  DO4790
 DO4790  STATE/COUNTY-  AR/POPE
 DO4790  COUNTRY     -  US
 DO4790  USGS QUAD   -  RUSSELLVILLE EAST (2017)
 DO4790
 DO4790                         *CURRENT SURVEY CONTROL
 DO4790  ______________________________________________________________________
 DO4790* NAD 83(1986) POSITION- 35 15 48.4    (N) 093 06 14.6    (W)   HD_HELD2
 DO4790* NAVD 88 ORTHO HEIGHT -   114.922 (meters)      377.04  (feet) ADJUSTED
 DO4790  ______________________________________________________________________
 DO4790  GEOID HEIGHT    -        -29.128 (meters)                     GEOID18
 DO4790  DYNAMIC HEIGHT  -        114.813 (meters)      376.68  (feet) COMP
 DO4790  MODELED GRAVITY -    979,685.7   (mgal)                       NAVD 88
 DO4790
 DO4790  VERT ORDER      -  FIRST     CLASS II
 DO4790
 DO4790.The horizontal coordinates were established by autonomous hand held GPS
 DO4790.observations and have an estimated accuracy of +/- 10 meters.
 DO4790
 DO4790.The orthometric height was determined by differential leveling and
 DO4790.adjusted by the NATIONAL GEODETIC SURVEY
 DO4790.in April 2013.
 DO4790
 DO4790.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO4790.GEOID18 height accuracy estimate available here.
 DO4790
 DO4790.Click photographs - Photos may exist for this station.
 DO4790
 DO4790.The dynamic height is computed by dividing the NAVD 88
 DO4790.geopotential number by the normal gravity value computed on the
 DO4790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO4790.degrees latitude (g = 980.6199 gals.).
 DO4790
 DO4790.The modeled gravity was interpolated from observed gravity values.
 DO4790
 DO4790;                    North         East    Units  Estimated Accuracy
 DO4790;SPC AR N     -   103,751.      299,544.      MT  (+/- 10 meters HH2 GPS)
 DO4790
 DO4790_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV9053502263(NAD 83)
 DO4790
 DO4790                          SUPERSEDED SURVEY CONTROL
 DO4790
 DO4790.No superseded survey control is available for this station.
 DO4790
 DO4790_MARKER: DB = BENCH MARK DISK
 DO4790_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DO4790_SP_SET: DROP INLET
 DO4790_STAMPING: M 326 2009
 DO4790_MARK LOGO: ARHD
 DO4790_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO4790_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO4790_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO4790+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2015
 DO4790
 DO4790  HISTORY     - Date     Condition        Report By
 DO4790  HISTORY     - 20090609 MONUMENTED       ARHD
 DO4790  HISTORY     - 20151020 GOOD             CONSOL
 DO4790
 DO4790                          STATION DESCRIPTION
 DO4790
 DO4790'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2009 (DS)
 DO4790'THE STATION IS LOCATED ABOUT 1.0 MI (1.6 KM) EAST OF
 DO4790'RUSSELLVILLE.OWNERSHIP--ROAD RIGHT-OF-WAY.
 DO4790'
 DO4790'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 64 AND STATE ROAD 324
 DO4790'EAST OF RUSSELLVILLE, GO EAST ON ROAD 324 FOR 0.45 MI (0.7 KM) TO
 DO4790'MACON AVENUE ON THE RIGHT.  TURN RIGHT ON AVENUE AND GO 0.5 MI (0.8
 DO4790'KM) UNTIL MACON AVENUE CHANGES TO 16TH STREET IN A CURVE.  CONTINUE ON
 DO4790'16TH STREET FOR 0.5 MI (0.8 KM) TO A STOP SIGN AT HIGHWAY 331.
 DO4790'CONTINUE ON 16TH STREET FOR 0.05 MI (0.1 KM) TO THE STATION ON THE
 DO4790'LEFT.
 DO4790'
 DO4790'IT IS 21.1 M (69.2 FT) WEST OF A TELEPHONE JUNCTION BOX, 18.5 M (60.7
 DO4790'FT) EAST OF THE CENTER OF SOUTH DAYTON AVENUE, 12.0 M (39.4 FT) NORTH
 DO4790'OF THE NORTHWEST CORNER OF A BUILDING, 11.1 SOUTH OF THE CENTER OF
 DO4790'16TH STREET, 0.5 M (1.6 FT) WEST OF THE CENTER OF A DROP INLET.
 DO4790
 DO4790                          STATION RECOVERY (2015)
 DO4790
 DO4790'RECOVERY NOTE BY CONSOLIDATED LAND SERVICE 2015
 DO4790'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0028 ***********************************************************************
 FF0028  DESIGNATION -  M 33
 FF0028  PID         -  FF0028
 FF0028  STATE/COUNTY-  AR/MISSISSIPPI
 FF0028  COUNTRY     -  US
 FF0028  USGS QUAD   -  DELL (2017)
 FF0028
 FF0028                         *CURRENT SURVEY CONTROL
 FF0028  ______________________________________________________________________
 FF0028* NAD 83(1986) POSITION- 35 52 20.     (N) 090 00 38.     (W)   SCALED
 FF0028* NAVD 88 ORTHO HEIGHT -    73.330 (meters)      240.58  (feet) ADJUSTED
 FF0028  ______________________________________________________________________
 FF0028  GEOID HEIGHT    -        -27.984 (meters)                     GEOID18
 FF0028  DYNAMIC HEIGHT  -         73.268 (meters)      240.38  (feet) COMP
 FF0028  MODELED GRAVITY -    979,790.8   (mgal)                       NAVD 88
 FF0028
 FF0028  VERT ORDER      -  FIRST     CLASS II
 FF0028
 FF0028.The horizontal coordinates were scaled from a map and have
 FF0028.an estimated accuracy of +/- 6 seconds.
 FF0028
 FF0028.The orthometric height was determined by differential leveling and
 FF0028.adjusted by the NATIONAL GEODETIC SURVEY
 FF0028.in June 1991.
 FF0028
 FF0028.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0028.GEOID18 height accuracy estimate available here.
 FF0028
 FF0028.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV699739(NAD 83)
 FF0028
 FF0028                          SUPERSEDED SURVEY CONTROL
 FF0028
 FF0028  NGVD 29 (11/26/84)   73.297  (m)          240.48   (f) ADJUSTED    1 2
 FF0028
 FF0028.Superseded values are not recommended for survey control.
 FF0028
 FF0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0028.See file dsdata.pdf to determine how the superseded data were derived.
 FF0028
 FF0028_MARKER: DB = BENCH MARK DISK
 FF0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0028_STAMPING: M 33 1933
 FF0028_MARK LOGO: CGS
 FF0028_PROJECTION: PROJECTING 10 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1457 ***********************************************************************
 EJ1457  DESIGNATION -  M 33
 EJ1457  PID         -  EJ1457
 EJ1457  STATE/COUNTY-  AR/POLK
 EJ1457  COUNTRY     -  US
 EJ1457  USGS QUAD   -  BIG FORK (2017)
 EJ1457
 EJ1457                         *CURRENT SURVEY CONTROL
 EJ1457  ______________________________________________________________________
 EJ1457* NAD 83(1986) POSITION- 34 26 14.     (N) 093 59 50.     (W)   SCALED
 EJ1457* NAVD 88 ORTHO HEIGHT -   457.602 (meters)     1501.32  (feet) ADJUSTED
 EJ1457  ______________________________________________________________________
 EJ1457  GEOID HEIGHT    -        -28.642 (meters)                     GEOID18
 EJ1457  DYNAMIC HEIGHT  -        457.114 (meters)     1499.71  (feet) COMP
 EJ1457  MODELED GRAVITY -    979,556.1   (mgal)                       NAVD 88
 EJ1457
 EJ1457  VERT ORDER      -  SECOND    CLASS 0
 EJ1457
 EJ1457.The horizontal coordinates were scaled from a map and have
 EJ1457.an estimated accuracy of +/- 6 seconds.
 EJ1457
 EJ1457.The orthometric height was determined by differential leveling and
 EJ1457.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1457.in June 1991.
 EJ1457
 EJ1457.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1457.GEOID18 height accuracy estimate available here.
 EJ1457
 EJ1457.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU083110(NAD 83)
 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
 EJ1457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1457.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1457
 EJ1457_MARKER: DB = BENCH MARK DISK
 EJ1457_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ1457_STAMPING: M 33 1934
 EJ1457_MARK LOGO: CGS
 EJ1457_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1457
 EJ1457  HISTORY     - Date     Condition        Report By
 EJ1457  HISTORY     - 1934     MONUMENTED       CGS
 EJ1457  HISTORY     - 1935     GOOD             CGS
 EJ1457  HISTORY     - 1961     GOOD             CGS
 EJ1457
 EJ1457                          STATION DESCRIPTION
 EJ1457
 EJ1457'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1961
 EJ1457'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO2569 ***********************************************************************
 DO2569  DESIGNATION -  M 330
 DO2569  PID         -  DO2569
 DO2569  STATE/COUNTY-  AR/CRAIGHEAD
 DO2569  COUNTRY     -  US
 DO2569  USGS QUAD   -  JONESBORO (2017)
 DO2569
 DO2569                         *CURRENT SURVEY CONTROL
 DO2569  ______________________________________________________________________
 DO2569* NAD 83(1986) POSITION- 35 48 24.67   (N) 090 41 55.37   (W)   HD_HELD1
 DO2569* NAVD 88 ORTHO HEIGHT -    93.179 (meters)      305.70  (feet) ADJUSTED
 DO2569  ______________________________________________________________________
 DO2569  GEOID HEIGHT    -        -27.794 (meters)                     GEOID18
 DO2569  DYNAMIC HEIGHT  -         93.100 (meters)      305.45  (feet) COMP
 DO2569  MODELED GRAVITY -    979,779.2   (mgal)                       NAVD 88
 DO2569
 DO2569  VERT ORDER      -  FIRST     CLASS II
 DO2569
 DO2569.The horizontal coordinates were determined by differentially corrected
 DO2569.hand held GPS observations or other comparable positioning techniques
 DO2569.and have an estimated accuracy of +/- 3 meters.
 DO2569
 DO2569.The orthometric height was determined by differential leveling and
 DO2569.adjusted by the NATIONAL GEODETIC SURVEY
 DO2569.in February 2013.
 DO2569
 DO2569.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2569.GEOID18 height accuracy estimate available here.
 DO2569
 DO2569.Click photographs - Photos may exist for this station.
 DO2569
 DO2569.The dynamic height is computed by dividing the NAVD 88
 DO2569.geopotential number by the normal gravity value computed on the
 DO2569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2569.degrees latitude (g = 980.6199 gals.).
 DO2569
 DO2569.The modeled gravity was interpolated from observed gravity values.
 DO2569
 DO2569;                    North         East    Units  Estimated Accuracy
 DO2569;SPC AR N     -   164,252.7     517,604.1     MT  (+/- 3 meters HH1 GPS) 
 DO2569
 DO2569_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV0793164969(NAD 83)
 DO2569
 DO2569                          SUPERSEDED SURVEY CONTROL
 DO2569
 DO2569.No superseded survey control is available for this station.
 DO2569
 DO2569_MARKER: DB = BENCH MARK DISK
 DO2569_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DO2569_SP_SET: BRIDGE ABUTMENT
 DO2569_STAMPING: M 330 2011
 DO2569_MARK LOGO: ARHD
 DO2569_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2569_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO2569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2569+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2011
 DO2569
 DO2569  HISTORY     - Date     Condition        Report By
 DO2569  HISTORY     - 20110121 MONUMENTED       ASSOEN
 DO2569
 DO2569                          STATION DESCRIPTION
 DO2569
 DO2569'DESCRIBED BY ASSOCIATED ENGINEERING 2011 (MPM)
 DO2569'THE MARK IS LOCATED ABOUT 9.1 MI (14.6 KM) SOUTHEAST OF BONO, 6.6 MI
 DO2569'(10.6 KM) EAST-SOUTHEAST OF HERMAN AND 2.5 MI (4.0 KM) SOUTH OF
 DO2569'JONESBORO.
 DO2569'
 DO2569'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DO2569'
 DO2569'TO REACH FROM THE INTERSECTION OF EAST HIGHLAND DRIVE AND HARRISBURG
 DO2569'ROAD HEAD SOUTHERLY ON HARRISBURG ROAD 1.1 MI (1.8 KM) TO THE MARK ON
 DO2569'THE RIGHT.
 DO2569'
 DO2569'IT IS 99.3 FT (30.3 M) SOUTH OF THE CENTERLINE OF THE SOUTHBOUND LANES
 DO2569'OF HIGHWAY 63, 39.45 FT (12.0 M) WEST OF THE CENTERLINE OF HARRISBURG
 DO2569'ROAD, 7.6 FT (2.3 M) SOUTHEAST OF A STREET LIGHT POLE AND SET
 DO2569'VERTICALLY IN THE SOUTHWEST FACE OF THE ABUTMENT AND ABOUT 3 FT (0.9
 DO2569'M) HIGHER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO2594 ***********************************************************************
 DO2594  DESIGNATION -  M 331
 DO2594  PID         -  DO2594
 DO2594  STATE/COUNTY-  AR/CRAIGHEAD
 DO2594  COUNTRY     -  US
 DO2594  USGS QUAD   -  JONESBORO (2017)
 DO2594
 DO2594                         *CURRENT SURVEY CONTROL
 DO2594  ______________________________________________________________________
 DO2594* NAD 83(1986) POSITION- 35 51 08.94   (N) 090 39 58.62   (W)   HD_HELD1
 DO2594* NAVD 88 ORTHO HEIGHT -    89.220 (meters)      292.72  (feet) ADJUSTED
 DO2594  ______________________________________________________________________
 DO2594  GEOID HEIGHT    -        -27.851 (meters)                     GEOID18
 DO2594  DYNAMIC HEIGHT  -         89.144 (meters)      292.47  (feet) COMP
 DO2594  MODELED GRAVITY -    979,781.7   (mgal)                       NAVD 88
 DO2594
 DO2594  VERT ORDER      -  FIRST     CLASS II
 DO2594
 DO2594.The horizontal coordinates were determined by differentially corrected
 DO2594.hand held GPS observations or other comparable positioning techniques
 DO2594.and have an estimated accuracy of +/- 3 meters.
 DO2594
 DO2594.The orthometric height was determined by differential leveling and
 DO2594.adjusted by the NATIONAL GEODETIC SURVEY
 DO2594.in February 2013.
 DO2594
 DO2594.No vertical observational check was made to the station.
 DO2594
 DO2594.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2594.GEOID18 height accuracy estimate available here.
 DO2594
 DO2594.Click photographs - Photos may exist for this station.
 DO2594
 DO2594.The dynamic height is computed by dividing the NAVD 88
 DO2594.geopotential number by the normal gravity value computed on the
 DO2594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2594.degrees latitude (g = 980.6199 gals.).
 DO2594
 DO2594.The modeled gravity was interpolated from observed gravity values.
 DO2594
 DO2594;                    North         East    Units  Estimated Accuracy
 DO2594;SPC AR N     -   169,354.1     520,466.3     MT  (+/- 3 meters HH1 GPS) 
 DO2594
 DO2594_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV1074170101(NAD 83)
 DO2594
 DO2594                          SUPERSEDED SURVEY CONTROL
 DO2594
 DO2594.No superseded survey control is available for this station.
 DO2594
 DO2594_MARKER: DB = BENCH MARK DISK
 DO2594_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DO2594_SP_SET: HEADWALL
 DO2594_STAMPING: M 331 2011
 DO2594_MARK LOGO: NONE
 DO2594_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO2594+STABILITY: SURFACE MOTION
 DO2594_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2594+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2010
 DO2594
 DO2594  HISTORY     - Date     Condition        Report By
 DO2594  HISTORY     - 20101129 MONUMENTED       ASSOEN
 DO2594
 DO2594                          STATION DESCRIPTION
 DO2594
 DO2594'DESCRIBED BY ASSOCIATED ENGINEERING 2010 (MPM)
 DO2594'THE MARK IS LOCATED ABOUT 7.6 MI (12.2 KM) EAST OF HERMAN, 5.8 MI (9.3
 DO2594'KM) SOUTHWEST OF BROOKLAND AND 2.2 MI (3.5 KM) EAST-NORTHEAST OF
 DO2594'JONESBORO.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DO2594'
 DO2594'TO REACH FROM THE INTERSECTION OF NORTH CARAWAY ROAD AND EAST JOHNSON
 DO2594'AVENUE GO NORTHEAST ON EAST JOHNSON AVENUE 0.7 MI (1.1 KM) TO THE MARK
 DO2594'ON THE RIGHT.
 DO2594'
 DO2594'IT IS 81.70 FT (24.9 M) WEST-SOUTHWEST OF THE EASTERLY END OF A
 DO2594'GUARDRAIL SECTION, 69 FT (21.0 M) EAST-NORTHEAST OF THE WESTERLY END
 DO2594'OF A GUARDRAIL SECTION, 51 FT (15.5 M) SOUTHEAST OF THE CENTERLINE OF
 DO2594'EAST JOHNSON AVENUE AND 0.50 FT (15 CM) NORTHEAST OF A FIBERGLASS
 DO2594'WITNESS POST.
 DO2594'
 DO2594'NOTE-THERE IS NO LOGO ON THE DISK.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO2622 ***********************************************************************
 DO2622  DESIGNATION -  M 332
 DO2622  PID         -  DO2622
 DO2622  STATE/COUNTY-  AR/CRAIGHEAD
 DO2622  COUNTRY     -  US
 DO2622  USGS QUAD   -  NEEDHAM (2017)
 DO2622
 DO2622                         *CURRENT SURVEY CONTROL
 DO2622  ______________________________________________________________________
 DO2622* NAD 83(1986) POSITION- 35 49 14.46   (N) 090 37 11.14   (W)   HD_HELD1
 DO2622* NAVD 88 ORTHO HEIGHT -    72.234 (meters)      236.99  (feet) ADJUSTED
 DO2622  ______________________________________________________________________
 DO2622  GEOID HEIGHT    -        -27.869 (meters)                     GEOID18
 DO2622  DYNAMIC HEIGHT  -         72.172 (meters)      236.78  (feet) COMP
 DO2622  MODELED GRAVITY -    979,781.5   (mgal)                       NAVD 88
 DO2622
 DO2622  VERT ORDER      -  FIRST     CLASS II
 DO2622
 DO2622.The horizontal coordinates were determined by differentially corrected
 DO2622.hand held GPS observations or other comparable positioning techniques
 DO2622.and have an estimated accuracy of +/- 3 meters.
 DO2622
 DO2622.The orthometric height was determined by differential leveling and
 DO2622.adjusted by the NATIONAL GEODETIC SURVEY
 DO2622.in February 2013.
 DO2622
 DO2622.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2622.GEOID18 height accuracy estimate available here.
 DO2622
 DO2622.Click photographs - Photos may exist for this station.
 DO2622
 DO2622.The dynamic height is computed by dividing the NAVD 88
 DO2622.geopotential number by the normal gravity value computed on the
 DO2622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2622.degrees latitude (g = 980.6199 gals.).
 DO2622
 DO2622.The modeled gravity was interpolated from observed gravity values.
 DO2622
 DO2622;                    North         East    Units  Estimated Accuracy
 DO2622;SPC AR N     -   165,884.2     524,717.5     MT  (+/- 3 meters HH1 GPS) 
 DO2622
 DO2622_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV1502966674(NAD 83)
 DO2622
 DO2622                          SUPERSEDED SURVEY CONTROL
 DO2622
 DO2622.No superseded survey control is available for this station.
 DO2622
 DO2622_MARKER: DB = BENCH MARK DISK
 DO2622_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DO2622_SP_SET: HEADWALL
 DO2622_STAMPING: M 332 2011
 DO2622_MARK LOGO: ARHD
 DO2622_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO2622+STABILITY: SURFACE MOTION
 DO2622_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2622+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2010
 DO2622
 DO2622  HISTORY     - Date     Condition        Report By
 DO2622  HISTORY     - 20101201 MONUMENTED       ASSOEN
 DO2622
 DO2622                          STATION DESCRIPTION
 DO2622
 DO2622'DESCRIBED BY ASSOCIATED ENGINEERING 2010 (MPM)
 DO2622'THE MARK IS LOCATED ABOUT 5.9 MI (9.5 KM) SOUTH-SOUTHWEST OF
 DO2622'BROOKLAND, 5.0 MI (8.0 KM) EAST-SOUTHEAST OF JONESBORO AND 4.8 MI (7.7
 DO2622'KM) WEST OF NEEDHAM.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DO2622'
 DO2622'TO REACH FROM THE INTERSECTION OF OF EAST NETTLETON AVENUE AND EAST
 DO2622'HIGHLAND DRIVE GO EAST ON EAST HIGHLAND DRIVE 1.80 MI (2.9 KM) TO THE
 DO2622'MARK ON THE RIGHT.
 DO2622'
 DO2622'IT IS 56.40 FT (17.2 M) SOUTH OF THE CENTERLINE OF EAST HIGHLAND
 DO2622'DRIVE, 27.3 FT (8.3 M) WEST OF THE SOUTHEAST CORNER OF A BOX CULVERT
 DO2622'AND 2.14 FT (0.7 M) EAST OF A FIBERGLASS WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO7802 ***********************************************************************
 DO7802  DESIGNATION -  M 333
 DO7802  PID         -  DO7802
 DO7802  STATE/COUNTY-  AR/BOONE
 DO7802  COUNTRY     -  US
 DO7802  USGS QUAD   -  HARRISON (2017)
 DO7802
 DO7802                         *CURRENT SURVEY CONTROL
 DO7802  ______________________________________________________________________
 DO7802* NAD 83(1986) POSITION- 36 10 21.47   (N) 093 00 55.39   (W)   HD_HELD1
 DO7802* NAVD 88 ORTHO HEIGHT -   384.542 (meters)     1261.62  (feet) ADJUSTED
 DO7802  ______________________________________________________________________
 DO7802  GEOID HEIGHT    -        -28.284 (meters)                     GEOID18
 DO7802  DYNAMIC HEIGHT  -        384.198 (meters)     1260.49  (feet) COMP
 DO7802  MODELED GRAVITY -    979,728.1   (mgal)                       NAVD 88
 DO7802
 DO7802  VERT ORDER      -  SECOND    CLASS I
 DO7802
 DO7802.The horizontal coordinates were determined by differentially corrected
 DO7802.hand held GPS observations or other comparable positioning techniques
 DO7802.and have an estimated accuracy of +/- 3 meters.
 DO7802
 DO7802.The orthometric height was determined by differential leveling and
 DO7802.adjusted by the NATIONAL GEODETIC SURVEY
 DO7802.in February 2014.
 DO7802
 DO7802.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7802.GEOID18 height accuracy estimate available here.
 DO7802
 DO7802.Click photographs - Photos may exist for this station.
 DO7802
 DO7802.The dynamic height is computed by dividing the NAVD 88
 DO7802.geopotential number by the normal gravity value computed on the
 DO7802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7802.degrees latitude (g = 980.6199 gals.).
 DO7802
 DO7802.The modeled gravity was interpolated from observed gravity values.
 DO7802
 DO7802;                    North         East    Units  Estimated Accuracy
 DO7802;SPC AR N     -   204,531.3     308,651.7     MT  (+/- 3 meters HH1 GPS) 
 DO7802
 DO7802_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA9861603096(NAD 83)
 DO7802
 DO7802                          SUPERSEDED SURVEY CONTROL
 DO7802
 DO7802.No superseded survey control is available for this station.
 DO7802
 DO7802_MARKER: DB = BENCH MARK DISK
 DO7802_SETTING: 66 = SET IN ROCK OUTCROP
 DO7802_STAMPING: M 333 2011
 DO7802_MARK LOGO: ARHD
 DO7802_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO7802_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DO7802+STABILITY: POSITION/ELEVATION WELL
 DO7802_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7802+SATELLITE: SATELLITE OBSERVATIONS - January 04, 2012
 DO7802
 DO7802  HISTORY     - Date     Condition        Report By
 DO7802  HISTORY     - 20120104 MONUMENTED       ARHD
 DO7802
 DO7802                          STATION DESCRIPTION
 DO7802
 DO7802'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (JDH)
 DO7802'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) SOUTHEAST OF HARRISON,
 DO7802'6.2 MI (10.0 KM) WEST OF EVERTON AND 6.0 MI (9.7 KM) NORTHWEST OF
 DO7802'WESTERN GROVE.  OWNERSHIP--MIKE THOMAS.
 DO7802'
 DO7802'TO REACH FROM THE INTERSECTION OF HIGHWAY 65 AND HIGHWAY 123, GO NORTH
 DO7802'ALONG HIGHWAY 65 FOR 6.7 MI (10.8 KM) TO AN ASPHALT ROAD THEN TURN
 DO7802'LEFT GO EAST ON THE ROAD FOR 0.08 MI (0.1 KM) TO THE STATION ON THE
 DO7802'LEFT.
 DO7802'
 DO7802'IT IS 12.5 M (41.0 FT) NORTH OF A WITNESS POST, 208 FT (63.4 M)
 DO7802'SOUTHEAST OF THE SOUTH EAST CORNER OF THE RIVER OF LIFE CHURCH, 48 FT
 DO7802'(14.6 M) NORTHEAST OF A COMBINATION POLE, 30 FT (9.1 M) EAST OF AN
 DO7802'ASPHALT DRIVE, 26.6 FT (8.1 M) NORTH OF AN ASPHALT ROAD AND 10 FT (3.0
 DO7802'M) NORTHWEST OF A WATER METER.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO7947 ***********************************************************************
 DO7947  DESIGNATION -  M 335
 DO7947  PID         -  DO7947
 DO7947  STATE/COUNTY-  AR/GREENE
 DO7947  COUNTRY     -  US
 DO7947  USGS QUAD   -  WALCOTT (2017)
 DO7947
 DO7947                         *CURRENT SURVEY CONTROL
 DO7947  ______________________________________________________________________
 DO7947* NAD 83(1986) POSITION- 36 04 08.46   (N) 090 44 51.42   (W)   HD_HELD1
 DO7947* NAVD 88 ORTHO HEIGHT -    79.930 (meters)      262.24  (feet) ADJUSTED
 DO7947  ______________________________________________________________________
 DO7947  GEOID HEIGHT    -        -28.093 (meters)                     GEOID18
 DO7947  DYNAMIC HEIGHT  -         79.864 (meters)      262.02  (feet) COMP
 DO7947  MODELED GRAVITY -    979,806.8   (mgal)                       NAVD 88
 DO7947
 DO7947  VERT ORDER      -  FIRST     CLASS II
 DO7947
 DO7947.The horizontal coordinates were determined by differentially corrected
 DO7947.hand held GPS observations or other comparable positioning techniques
 DO7947.and have an estimated accuracy of +/- 3 meters.
 DO7947
 DO7947.The orthometric height was determined by differential leveling and
 DO7947.adjusted by the NATIONAL GEODETIC SURVEY
 DO7947.in March 2014.
 DO7947
 DO7947.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7947.GEOID18 height accuracy estimate available here.
 DO7947
 DO7947.Click photographs - Photos may exist for this station.
 DO7947
 DO7947.The dynamic height is computed by dividing the NAVD 88
 DO7947.geopotential number by the normal gravity value computed on the
 DO7947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7947.degrees latitude (g = 980.6199 gals.).
 DO7947
 DO7947.The modeled gravity was interpolated from observed gravity values.
 DO7947
 DO7947;                    North         East    Units  Estimated Accuracy
 DO7947;SPC AR N     -   193,280.9     512,814.8     MT  (+/- 3 meters HH1 GPS) 
 DO7947
 DO7947_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV0284193951(NAD 83)
 DO7947
 DO7947                          SUPERSEDED SURVEY CONTROL
 DO7947
 DO7947.No superseded survey control is available for this station.
 DO7947
 DO7947_MARKER: F = FLANGE-ENCASED ROD
 DO7947_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DO7947_STAMPING: M 335 2012
 DO7947_MARK LOGO: ASSOEN
 DO7947_PROJECTION: RECESSED 3 CENTIMETERS
 DO7947_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO7947_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7947_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7947+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2017
 DO7947_ROD/PIPE-DEPTH: 8.34 meters
 DO7947_SLEEVE-DEPTH  : 1 meters
 DO7947
 DO7947  HISTORY     - Date     Condition        Report By
 DO7947  HISTORY     - 20121009 MONUMENTED       ASSOEN
 DO7947  HISTORY     - 20170321 GOOD             ARHD
 DO7947
 DO7947                          STATION DESCRIPTION
 DO7947
 DO7947'DESCRIBED BY ASSOCIATED ENGINEERING 2012 (MPM)
 DO7947'THE MARK IS LOCATED ABOUT 12.6 KM (7.8 MI) SOUTH-SOUTHEAST OF O'KEAN,
 DO7947'9.3 KM (5.8 MI) NORTH-NORTHWEST OF LORADO AND 7.5 KM (4.7 MI)
 DO7947'WEST-NORTHWEST OF WALCOTT.
 DO7947'
 DO7947'TO REACH FROM THE INTERSECTION OF HIGHWAY 412 WEST AND HIGHWAY 168 IN
 DO7947'PARAGOULD, ARKANSAS, GO WEST ON HIGHWAY 412 FOR 5.55 MI (8.9 KM) TURN
 DO7947'LEFT ON HIGHWAY 228 AND GO SOUTHWEST 0.03 MI (0.0 KM) TO THE MARK ON
 DO7947'THE LEFT.
 DO7947'
 DO7947'IT IS 13.56 M (44.5 FT) EAST OF THE CENTERLINE OF HIGHWAY 228, 11.58 M
 DO7947'(38.0 FT) SOUTHWEST OF A GUY WIRE ANCHOR, 7.62 M (25.0 FT) WEST OF A
 DO7947'FIRE HYDRANT, 2.96 M (9.7 FT) WEST OF A LIGHT POLE AND 0.50 M (1.6 FT)
 DO7947'EAST OF A WITNESS POST.
 DO7947'
 DO7947'NOTE-ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH (13 CM) LOGO CAP.
 DO7947
 DO7947                          STATION RECOVERY (2017)
 DO7947
 DO7947'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2017 (JDH)
 DO7947'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO8373 ***********************************************************************
 DO8373  DESIGNATION -  M 337
 DO8373  PID         -  DO8373
 DO8373  STATE/COUNTY-  AR/HEMPSTEAD
 DO8373  COUNTRY     -  US
 DO8373  USGS QUAD   -  HOPE (2017)
 DO8373
 DO8373                         *CURRENT SURVEY CONTROL
 DO8373  ______________________________________________________________________
 DO8373* NAD 83(1986) POSITION- 33 39 50.76   (N) 093 36 44.45   (W)   HD_HELD1
 DO8373* NAVD 88 ORTHO HEIGHT -    96.013 (meters)      315.00  (feet) ADJUSTED
 DO8373  ______________________________________________________________________
 DO8373  GEOID HEIGHT    -        -26.977 (meters)                     GEOID18
 DO8373  DYNAMIC HEIGHT  -         95.912 (meters)      314.67  (feet) COMP
 DO8373  MODELED GRAVITY -    979,582.5   (mgal)                       NAVD 88
 DO8373
 DO8373  VERT ORDER      -  SECOND    CLASS I
 DO8373
 DO8373.The horizontal coordinates were determined by differentially corrected
 DO8373.hand held GPS observations or other comparable positioning techniques
 DO8373.and have an estimated accuracy of +/- 3 meters.
 DO8373
 DO8373.The orthometric height was determined by differential leveling and
 DO8373.adjusted by the NATIONAL GEODETIC SURVEY
 DO8373.in February 2014.
 DO8373
 DO8373.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8373.GEOID18 height accuracy estimate available here.
 DO8373
 DO8373.Click photographs - Photos may exist for this station.
 DO8373
 DO8373.The dynamic height is computed by dividing the NAVD 88
 DO8373.geopotential number by the normal gravity value computed on the
 DO8373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8373.degrees latitude (g = 980.6199 gals.).
 DO8373
 DO8373.The modeled gravity was interpolated from observed gravity values.
 DO8373
 DO8373;                    North         East    Units  Estimated Accuracy
 DO8373;SPC AR S     -   511,805.3     250,475.2     MT  (+/- 3 meters HH1 GPS) 
 DO8373
 DO8373_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT4322925081(NAD 83)
 DO8373
 DO8373                          SUPERSEDED SURVEY CONTROL
 DO8373
 DO8373.No superseded survey control is available for this station.
 DO8373
 DO8373_MARKER: DB = BENCH MARK DISK
 DO8373_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DO8373_SP_SET: HEADWALL
 DO8373_STAMPING: M 337 2013
 DO8373_MARK LOGO: ARHD
 DO8373_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO8373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO8373+STABILITY: SURFACE MOTION
 DO8373_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO8373+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2016
 DO8373
 DO8373  HISTORY     - Date     Condition        Report By
 DO8373  HISTORY     - 20130326 MONUMENTED       ARHD
 DO8373  HISTORY     - 20160321 GOOD             ARHD
 DO8373  HISTORY     - 20160324 GOOD             ARHD
 DO8373
 DO8373                          STATION DESCRIPTION
 DO8373
 DO8373'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (JDH)
 DO8373'THE STATION IS LOCATED ABOUT 11.0 KM (6.8 MI) EAST-NORTHEAST OF
 DO8373'SHEPPARD, 9.1 KM (5.7 MI) NORTH-NORTHEAST OF SPRING HILL AND 2.0 KM
 DO8373'(1.2 MI) WEST OF HOPE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DO8373'
 DO8373'TO REACH FROM THE INTERSECTION OF TO REACH FROM THE INTERSECTION OF
 DO8373'HIGHWAY 355 AND HIGHWAY 67, GO NORTH ALONG HIGHWAY 67 FOR 12.3 MI
 DO8373'(19.8 KM) TO THE STATION ON THE LEFT, IN THE CENTER OF A HEADWALL.
 DO8373'
 DO8373'IT IS 21.5 M (70.5 FT) SOUTHEAST OF RAILROAD MILE MARKER NUMBER 459,
 DO8373'16 M (52.5 FT) SOUTH OF NEAR RAIL OF RAILROAD AND 9.8 M (32.2 FT)
 DO8373'NORTH OF THE CENTERLINE OF HIGHWAY 67.
 DO8373
 DO8373                          STATION RECOVERY (2016)
 DO8373
 DO8373'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 DO8373'RECOVERED IN GOOD CONDITION.
 DO8373
 DO8373                          STATION RECOVERY (2016)
 DO8373
 DO8373'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JTS)
 DO8373'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DP5064 ***********************************************************************
 DP5064  DESIGNATION -  M 338
 DP5064  PID         -  DP5064
 DP5064  STATE/COUNTY-  AR/PULASKI
 DP5064  COUNTRY     -  US
 DP5064  USGS QUAD   -  ALEXANDER (2017)
 DP5064
 DP5064                         *CURRENT SURVEY CONTROL
 DP5064  ______________________________________________________________________
 DP5064* NAD 83(1986) POSITION- 34 38 49.6    (N) 092 25 32.6    (W)   HD_HELD2
 DP5064* NAVD 88 ORTHO HEIGHT -    92.754 (meters)      304.31  (feet) ADJUSTED
 DP5064  ______________________________________________________________________
 DP5064  GEOID HEIGHT    -        -26.454 (meters)                     GEOID18
 DP5064  DYNAMIC HEIGHT  -         92.668 (meters)      304.03  (feet) COMP
 DP5064  MODELED GRAVITY -    979,707.6   (mgal)                       NAVD 88
 DP5064
 DP5064  VERT ORDER      -  SECOND    CLASS I
 DP5064
 DP5064.The horizontal coordinates were established by autonomous hand held GPS
 DP5064.observations and have an estimated accuracy of +/- 10 meters.
 DP5064
 DP5064.The orthometric height was determined by differential leveling and
 DP5064.adjusted by the NATIONAL GEODETIC SURVEY
 DP5064.in December 2014.
 DP5064
 DP5064.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5064.GEOID18 height accuracy estimate available here.
 DP5064
 DP5064.Click photographs - Photos may exist for this station.
 DP5064
 DP5064.The dynamic height is computed by dividing the NAVD 88
 DP5064.geopotential number by the normal gravity value computed on the
 DP5064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5064.degrees latitude (g = 980.6199 gals.).
 DP5064
 DP5064.The modeled gravity was interpolated from observed gravity values.
 DP5064
 DP5064;                    North         East    Units  Estimated Accuracy
 DP5064;SPC AR S     -   619,742.      360,972.      MT  (+/- 10 meters HH2 GPS)
 DP5064
 DP5064_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5262834060(NAD 83)
 DP5064
 DP5064                          SUPERSEDED SURVEY CONTROL
 DP5064
 DP5064.No superseded survey control is available for this station.
 DP5064
 DP5064_MARKER: DB = BENCH MARK DISK
 DP5064_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DP5064_SP_SET: BRIDGE PARAPET WALL
 DP5064_STAMPING: M 338 2013
 DP5064_MARK LOGO: ARHD
 DP5064_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5064_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP5064_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP5064+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2013
 DP5064
 DP5064  HISTORY     - Date     Condition        Report By
 DP5064  HISTORY     - 20130910 MONUMENTED       ARHD
 DP5064
 DP5064                          STATION DESCRIPTION
 DP5064
 DP5064'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (JDH)
 DP5064'THE STATION IS LOCATED ABOUT 9.2 MI (14.8 KM) EAST OF CONGO, 5.0 MI
 DP5064'(8.0 KM) NORTHEAST OF BRYANT AND 1.5 MI (2.4 KM) NORTHEAST OF
 DP5064'ALEXANDER.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DP5064'
 DP5064'TO REACH FROM THE INTERSECTION OF BASELINE ROAD AND NORTH FRONTAGE
 DP5064'ROAD PARALLELING I-30, GO WEST ON NORTH FRONTAGE ROAD FOR 3.2 MI (5.1
 DP5064'KM) TO THE STATION ON THE LEFT IN THE SOUTHWEST CORNER OF THE BRIDGE
 DP5064'IN THE PARAPET WALL.
 DP5064'
 DP5064'IT IS 4 FT (1.2 M) ABOVE THE BRIDGE DECK, 17 FT (5.2 M) SOUTHEAST OF
 DP5064'THE CENTERLINE OF NORTH FRONTAGE ROAD AND 9 FT (2.7 M) NORTH OF
 DP5064'GUARDRAIL.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GG0108 ***********************************************************************
 GG0108  DESIGNATION -  M 34
 GG0108  PID         -  GG0108
 GG0108  STATE/COUNTY-  AR/BENTON
 GG0108  COUNTRY     -  US
 GG0108  USGS QUAD   -  HIWASSE (2017)
 GG0108
 GG0108                         *CURRENT SURVEY CONTROL
 GG0108  ______________________________________________________________________
 GG0108* NAD 83(1986) POSITION- 36 25 54.     (N) 094 20 01.     (W)   SCALED
 GG0108* NAVD 88 ORTHO HEIGHT -   406.145 (meters)     1332.49  (feet) ADJUSTED
 GG0108  ______________________________________________________________________
 GG0108  GEOID HEIGHT    -        -28.155 (meters)                     GEOID18
 GG0108  DYNAMIC HEIGHT  -        405.798 (meters)     1331.36  (feet) COMP
 GG0108  MODELED GRAVITY -    979,767.0   (mgal)                       NAVD 88
 GG0108
 GG0108  VERT ORDER      -  SECOND    CLASS 0
 GG0108
 GG0108.The horizontal coordinates were scaled from a map and have
 GG0108.an estimated accuracy of +/- 6 seconds.
 GG0108
 GG0108.The orthometric height was determined by differential leveling and
 GG0108.adjusted by the NATIONAL GEODETIC SURVEY
 GG0108.in June 1991.
 GG0108
 GG0108.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0108.GEOID18 height accuracy estimate available here.
 GG0108
 GG0108.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA804326(NAD 83)
 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
 GG0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0108.See file dsdata.pdf to determine how the superseded data were derived.
 GG0108
 GG0108_MARKER: DB = BENCH MARK DISK
 GG0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0108_STAMPING: M 34 1934
 GG0108_MARK LOGO: CGS
 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   CGS
 GG0108
 GG0108                          STATION DESCRIPTION
 GG0108
 GG0108'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EK0254 ***********************************************************************
 EK0254  DESIGNATION -  M 34
 EK0254  PID         -  EK0254
 EK0254  STATE/COUNTY-  AR/POLK
 EK0254  COUNTRY     -  US
 EK0254  USGS QUAD   -  NICHOLS MOUNTAIN (2017)
 EK0254
 EK0254                         *CURRENT SURVEY CONTROL
 EK0254  ______________________________________________________________________
 EK0254* NAD 83(1986) POSITION- 34 27 08.75   (N) 094 01 34.49   (W)   HD_HELD1
 EK0254* NAVD 88 ORTHO HEIGHT -   460.871 (meters)     1512.04  (feet) ADJUSTED
 EK0254  ______________________________________________________________________
 EK0254  GEOID HEIGHT    -        -28.807 (meters)                     GEOID18
 EK0254  DYNAMIC HEIGHT  -        460.384 (meters)     1510.44  (feet) COMP
 EK0254  MODELED GRAVITY -    979,563.9   (mgal)                       NAVD 88
 EK0254
 EK0254  VERT ORDER      -  SECOND    CLASS 0
 EK0254
 EK0254.The horizontal coordinates were determined by differentially corrected
 EK0254.hand held GPS observations or other comparable positioning techniques
 EK0254.and have an estimated accuracy of +/- 3 meters.
 EK0254
 EK0254.The orthometric height was determined by differential leveling and
 EK0254.adjusted by the NATIONAL GEODETIC SURVEY
 EK0254.in June 1991.
 EK0254
 EK0254.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0254.GEOID18 height accuracy estimate available here.
 EK0254
 EK0254.Click photographs - Photos may exist for this station.
 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     -   599,908.2     213,826.3     MT  (+/- 3 meters HH1 GPS) 
 EK0254
 EK0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU0573112800(NAD 83)
 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
 EK0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0254.See file dsdata.pdf to determine how the superseded data were derived.
 EK0254
 EK0254_MARKER: DB = BENCH MARK DISK
 EK0254_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EK0254_STAMPING: M 34 1934
 EK0254_MARK LOGO: CGS
 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             CGS
 EK0254  HISTORY     - 1961     GOOD             CGS
 EK0254
 EK0254                          STATION DESCRIPTION
 EK0254
 EK0254'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1961
 EK0254'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DP5088 ***********************************************************************
 DP5088  DESIGNATION -  M 340
 DP5088  PID         -  DP5088
 DP5088  STATE/COUNTY-  AR/SALINE
 DP5088  COUNTRY     -  US
 DP5088  USGS QUAD   -  LONSDALE (2017)
 DP5088
 DP5088                         *CURRENT SURVEY CONTROL
 DP5088  ______________________________________________________________________
 DP5088* NAD 83(1986) POSITION- 34 32 54.98   (N) 092 46 09.41   (W)   HD_HELD1
 DP5088* NAVD 88 ORTHO HEIGHT -   132.795 (meters)      435.68  (feet) ADJUSTED
 DP5088  ______________________________________________________________________
 DP5088  GEOID HEIGHT    -        -26.665 (meters)                     GEOID18
 DP5088  DYNAMIC HEIGHT  -        132.669 (meters)      435.26  (feet) COMP
 DP5088  MODELED GRAVITY -    979,686.5   (mgal)                       NAVD 88
 DP5088
 DP5088  VERT ORDER      -  SECOND    CLASS I
 DP5088
 DP5088.The horizontal coordinates were determined by differentially corrected
 DP5088.hand held GPS observations or other comparable positioning techniques
 DP5088.and have an estimated accuracy of +/- 3 meters.
 DP5088
 DP5088.The orthometric height was determined by differential leveling and
 DP5088.adjusted by the NATIONAL GEODETIC SURVEY
 DP5088.in December 2014.
 DP5088
 DP5088.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5088.GEOID18 height accuracy estimate available here.
 DP5088
 DP5088.Click photographs - Photos may exist for this station.
 DP5088
 DP5088.The dynamic height is computed by dividing the NAVD 88
 DP5088.geopotential number by the normal gravity value computed on the
 DP5088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5088.degrees latitude (g = 980.6199 gals.).
 DP5088
 DP5088.The modeled gravity was interpolated from observed gravity values.
 DP5088
 DP5088;                    North         East    Units  Estimated Accuracy
 DP5088;SPC AR S     -   608,999.2     329,393.9     MT  (+/- 3 meters HH1 GPS) 
 DP5088
 DP5088_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU2116823011(NAD 83)
 DP5088
 DP5088                          SUPERSEDED SURVEY CONTROL
 DP5088
 DP5088.No superseded survey control is available for this station.
 DP5088
 DP5088_MARKER: DB = BENCH MARK DISK
 DP5088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP5088_STAMPING: M 340 2014
 DP5088_MARK LOGO: ARHD
 DP5088_PROJECTION: FLUSH
 DP5088_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP5088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP5088+STABILITY: SURFACE MOTION
 DP5088_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5088+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2014
 DP5088
 DP5088  HISTORY     - Date     Condition        Report By
 DP5088  HISTORY     - 20140618 MONUMENTED       ARHD
 DP5088
 DP5088                          STATION DESCRIPTION
 DP5088
 DP5088'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (JDH)
 DP5088'THE STATION IS LOCATED ABOUT 9.5 MI (15.3 KM) NORTHWEST OF TRASKWOOD,
 DP5088'8.2 MI (13.2 KM) WEST-NORTHWEST OF HASKELL AND 2.2 MI (3.5 KM) EAST OF
 DP5088'LONSDALE.  OWNERSHIP-RON DUNNING.
 DP5088'
 DP5088'TO REACH FROM THE INTERSECTION OF I-30 AND HIGHWAY 70, GO WEST ON
 DP5088'HIGHWAY 70 FOR 5.85 MI (9.4 KM) TO THE STATION ON THE RIGHT.
 DP5088'
 DP5088'IT IS 118 FT (36.0 M) NORTH OF HIGHWAY 70 CENTERLINE, 55 FT (16.8 M)
 DP5088'EAST OF POWER POLE WITH WOOD GUY, 15 FT (4.6 M) NORTH OF A NORTH-WEST
 DP5088'FENCE CORNER AND 15 FT (4.6 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DP6904 ***********************************************************************
 DP6904  DESIGNATION -  M 341
 DP6904  PID         -  DP6904
 DP6904  STATE/COUNTY-  AR/WHITE
 DP6904  COUNTRY     -  US
 DP6904  USGS QUAD   -  VELVET RIDGE (2017)
 DP6904
 DP6904                         *CURRENT SURVEY CONTROL
 DP6904  ______________________________________________________________________
 DP6904* NAD 83(1986) POSITION- 35 25 25.1    (N) 091 34 33.8    (W)   HD_HELD2
 DP6904* NAVD 88 ORTHO HEIGHT -   179.699 (meters)      589.56  (feet) ADJUSTED
 DP6904  ______________________________________________________________________
 DP6904  GEOID HEIGHT    -        -27.247 (meters)                     GEOID18
 DP6904  DYNAMIC HEIGHT  -        179.538 (meters)      589.03  (feet) COMP
 DP6904  MODELED GRAVITY -    979,733.5   (mgal)                       NAVD 88
 DP6904
 DP6904  VERT ORDER      -  SECOND    CLASS I
 DP6904
 DP6904.The horizontal coordinates were established by autonomous hand held GPS
 DP6904.observations and have an estimated accuracy of +/- 10 meters.
 DP6904
 DP6904.The orthometric height was determined by differential leveling and
 DP6904.adjusted by the NATIONAL GEODETIC SURVEY
 DP6904.in October 2015.
 DP6904
 DP6904.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6904.GEOID18 height accuracy estimate available here.
 DP6904
 DP6904.Click photographs - Photos may exist for this station.
 DP6904
 DP6904.The dynamic height is computed by dividing the NAVD 88
 DP6904.geopotential number by the normal gravity value computed on the
 DP6904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6904.degrees latitude (g = 980.6199 gals.).
 DP6904
 DP6904.The modeled gravity was interpolated from observed gravity values.
 DP6904
 DP6904;                    North         East    Units  Estimated Accuracy
 DP6904;SPC AR N     -   121,043.      438,498.      MT  (+/- 10 meters HH2 GPS)
 DP6904
 DP6904_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV2926820955(NAD 83)
 DP6904
 DP6904                          SUPERSEDED SURVEY CONTROL
 DP6904
 DP6904.No superseded survey control is available for this station.
 DP6904
 DP6904_MARKER: DB = BENCH MARK DISK
 DP6904_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DP6904_SP_SET: HEADWALL
 DP6904_STAMPING: M 341 2014
 DP6904_MARK LOGO: ARHD
 DP6904_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP6904+STABILITY: SURFACE MOTION
 DP6904_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP6904+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2014
 DP6904
 DP6904  HISTORY     - Date     Condition        Report By
 DP6904  HISTORY     - 20140925 MONUMENTED       ARHD
 DP6904
 DP6904                          STATION DESCRIPTION
 DP6904
 DP6904'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (JDH)
 DP6904'THE STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) WEST OF BRADFORD, 6.3 MI
 DP6904'(10.1 KM) EAST OF STEPROCK AND 0.7 MI (1.1 KM) NORTH OF VELVET RIDGE.
 DP6904'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DP6904'
 DP6904'TO REACH FROM THE INTERSECTION OF US I-67 AND US HIGHWAY 167, GO NORTH
 DP6904'ALONG HIGHWAY 167 FOR 7.7 MI (12.4 KM) TO THE STATION ON THE RIGHT, IN
 DP6904'THE SOUTH END OF THE EAST HEADWALL.
 DP6904'
 DP6904'IT IS 62 FT (18.9 M) EAST OF HIGHWAY 167 CENTERLINE, 42 FT (12.8 M)
 DP6904'NORTH OF A CONCRETE DRIVE AND 7 FT (2.1 M) EAST OF A 36 INCH (91 CM)
 DP6904'CONCRETE CULVERT.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DP8065 ***********************************************************************
 DP8065  DESIGNATION -  M 342
 DP8065  PID         -  DP8065
 DP8065  STATE/COUNTY-  AR/SEBASTIAN
 DP8065  COUNTRY     -  US
 DP8065  USGS QUAD   -  SOUTH FORT SMITH (2017)
 DP8065
 DP8065                         *CURRENT SURVEY CONTROL
 DP8065  ______________________________________________________________________
 DP8065* NAD 83(1986) POSITION- 35 18 53.6    (N) 094 23 13.7    (W)   HD_HELD2
 DP8065* NAVD 88 ORTHO HEIGHT -   148.953 (meters)      488.69  (feet) ADJUSTED
 DP8065  ______________________________________________________________________
 DP8065  GEOID HEIGHT    -        -30.334 (meters)                     GEOID18
 DP8065  DYNAMIC HEIGHT  -        148.811 (meters)      488.22  (feet) COMP
 DP8065  MODELED GRAVITY -    979,680.8   (mgal)                       NAVD 88
 DP8065
 DP8065  VERT ORDER      -  FIRST     CLASS II
 DP8065
 DP8065.The horizontal coordinates were established by autonomous hand held GPS
 DP8065.observations and have an estimated accuracy of +/- 10 meters.
 DP8065
 DP8065.The orthometric height was determined by differential leveling and
 DP8065.adjusted by the NATIONAL GEODETIC SURVEY
 DP8065.in November 2015.
 DP8065
 DP8065.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8065.GEOID18 height accuracy estimate available here.
 DP8065
 DP8065.Click photographs - Photos may exist for this station.
 DP8065
 DP8065.The dynamic height is computed by dividing the NAVD 88
 DP8065.geopotential number by the normal gravity value computed on the
 DP8065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8065.degrees latitude (g = 980.6199 gals.).
 DP8065
 DP8065.The modeled gravity was interpolated from observed gravity values.
 DP8065
 DP8065;                    North         East    Units  Estimated Accuracy
 DP8065;SPC AR N     -   111,526.      182,953.      MT  (+/- 10 meters HH2 GPS)
 DP8065
 DP8065_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV7390308846(NAD 83)
 DP8065
 DP8065                          SUPERSEDED SURVEY CONTROL
 DP8065
 DP8065.No superseded survey control is available for this station.
 DP8065
 DP8065_MARKER: DB = BENCH MARK DISK
 DP8065_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DP8065_SP_SET: BOX CULVERT
 DP8065_STAMPING: M 342 2015
 DP8065_MARK LOGO: ARHD
 DP8065_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP8065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP8065+STABILITY: SURFACE MOTION
 DP8065_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8065+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2015
 DP8065
 DP8065  HISTORY     - Date     Condition        Report By
 DP8065  HISTORY     - 20150107 MONUMENTED       ARHD
 DP8065
 DP8065                          STATION DESCRIPTION
 DP8065
 DP8065'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 DP8065'THE STATION IS LOCATED ABOUT 4.9 MI (7.9 KM) SOUTH OF FORT SMITH, 4.9
 DP8065'MI (7.9 KM) WEST OF BARLING AND 1.4 MI (2.3 KM) SOUTHEAST OF SOUTH
 DP8065'FORT SMITH.OWNERSHIP--ROAD RIGHT-OF-WAY.
 DP8065'
 DP8065'TO REACH FROM THE INTERSECTION OF US I-540 AND STATE HIGHWAY 255, GO
 DP8065'SOUTH ON HIGHWAY 255 FOR 0.4 MI (0.6 KM) THEN TURN RIGHT ON STATE
 DP8065'HIGHWAY 45 AND GO SOUTH ON HIGHWAY 45 FOR 0.85 MI (1.4 KM) TO THE
 DP8065'STATION ON THE LEFT IN THE SOUTH SIDE OF THE EAST END OF A BOX
 DP8065'CULVERT.
 DP8065'
 DP8065'IT IS 77 FT (23.5 M) SOUTH OF THE CENTER OF THE RAIL ROAD TRACKS, 50
 DP8065'FT (15.2 M) EAST OF HIGHWAY 45 CENTERLINE AND 18 FT (5.5 M) WEST OF A
 DP8065'CHAIN LINK FENCE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ4467 ***********************************************************************
 DQ4467  DESIGNATION -  M 343
 DQ4467  PID         -  DQ4467
 DQ4467  STATE/COUNTY-  AR/JEFFERSON
 DQ4467  COUNTRY     -  US
 DQ4467  USGS QUAD   -  LADD (2017)
 DQ4467
 DQ4467                         *CURRENT SURVEY CONTROL
 DQ4467  ______________________________________________________________________
 DQ4467* NAD 83(1986) POSITION- 34 12 46.1    (N) 091 56 52.9    (W)   HD_HELD2
 DQ4467* NAVD 88 ORTHO HEIGHT -    63.191 (meters)      207.32  (feet) ADJUSTED
 DQ4467  ______________________________________________________________________
 DQ4467  GEOID HEIGHT    -        -25.980 (meters)                     GEOID18
 DQ4467  DYNAMIC HEIGHT  -         63.129 (meters)      207.12  (feet) COMP
 DQ4467  MODELED GRAVITY -    979,665.5   (mgal)                       NAVD 88
 DQ4467
 DQ4467  VERT ORDER      -  FIRST     CLASS II
 DQ4467
 DQ4467.The horizontal coordinates were established by autonomous hand held GPS
 DQ4467.observations and have an estimated accuracy of +/- 10 meters.
 DQ4467
 DQ4467.The orthometric height was determined by differential leveling and
 DQ4467.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4467.in February 2017.
 DQ4467
 DQ4467.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4467.GEOID18 height accuracy estimate available here.
 DQ4467
 DQ4467.Click photographs - Photos may exist for this station.
 DQ4467
 DQ4467.The dynamic height is computed by dividing the NAVD 88
 DQ4467.geopotential number by the normal gravity value computed on the
 DQ4467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4467.degrees latitude (g = 980.6199 gals.).
 DQ4467
 DQ4467.The modeled gravity was interpolated from observed gravity values.
 DQ4467
 DQ4467;                    North         East    Units  Estimated Accuracy
 DQ4467;SPC AR S     -   571,487.      404,789.      MT  (+/- 10 meters HH2 GPS)
 DQ4467
 DQ4467_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT9690686252(NAD 83)
 DQ4467
 DQ4467                          SUPERSEDED SURVEY CONTROL
 DQ4467
 DQ4467.No superseded survey control is available for this station.
 DQ4467
 DQ4467_MARKER: DB = BENCH MARK DISK
 DQ4467_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ4467_SP_SET: HEADWALL
 DQ4467_STAMPING: M 343 2015
 DQ4467_MARK LOGO: ARHD
 DQ4467_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ4467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ4467+STABILITY: SURFACE MOTION
 DQ4467
 DQ4467  HISTORY     - Date     Condition        Report By
 DQ4467  HISTORY     - 20150623 MONUMENTED       ARHD
 DQ4467
 DQ4467                          STATION DESCRIPTION
 DQ4467
 DQ4467'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 DQ4467'THE STATION IS LOCATED ABOUT 5.5 MI (8.8 KM) SOUTH-SOUTHWEST OF ROB
 DQ4467'ROY, 5.4 MI (8.7 KM) NORTH-NORTHWEST OF LADD AND 3.3 MI (5.3 KM)
 DQ4467'EAST-SOUTHEAST OF PINE BLUFF.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ4467'
 DQ4467'TO REACH FROM THE INTERSECTION OF US HIGHWAY 79/63 AND US HIGHWAY 65
 DQ4467'B, GO NORTH ON HIGHWAY 79/63 FOR 1.05 MI (1.69 KM) TO THE STATION ON
 DQ4467'THE RIGHT, IN THE CENTER OF THE SOUTH HEADWALL.
 DQ4467'
 DQ4467'IT IS 40 FT (12.2 M) SOUTH OF HIGHWAY 79 CENTERLINE AND 37 FT (11.3 M)
 DQ4467'WEST OF A GUARD RAIL.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ3512 ***********************************************************************
 DQ3512  DESIGNATION -  M 344
 DQ3512  PID         -  DQ3512
 DQ3512  STATE/COUNTY-  AR/VAN BUREN
 DQ3512  COUNTRY     -  US
 DQ3512  USGS QUAD   -  CLINTON (2017)
 DQ3512
 DQ3512                         *CURRENT SURVEY CONTROL
 DQ3512  ______________________________________________________________________
 DQ3512* NAD 83(1986) POSITION- 35 33 27.7    (N) 092 26 38.9    (W)   HD_HELD2
 DQ3512* NAVD 88 ORTHO HEIGHT -   233.630 (meters)      766.50  (feet) ADJUSTED
 DQ3512  ______________________________________________________________________
 DQ3512  GEOID HEIGHT    -        -27.947 (meters)                     GEOID18
 DQ3512  DYNAMIC HEIGHT  -        233.419 (meters)      765.81  (feet) COMP
 DQ3512  MODELED GRAVITY -    979,721.4   (mgal)                       NAVD 88
 DQ3512
 DQ3512  VERT ORDER      -  SECOND    CLASS I
 DQ3512
 DQ3512.The horizontal coordinates were established by autonomous hand held GPS
 DQ3512.observations and have an estimated accuracy of +/- 10 meters.
 DQ3512
 DQ3512.The orthometric height was determined by differential leveling and
 DQ3512.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3512.in January 2017.
 DQ3512
 DQ3512.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3512.GEOID18 height accuracy estimate available here.
 DQ3512
 DQ3512.Click photographs - Photos may exist for this station.
 DQ3512
 DQ3512.The dynamic height is computed by dividing the NAVD 88
 DQ3512.geopotential number by the normal gravity value computed on the
 DQ3512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3512.degrees latitude (g = 980.6199 gals.).
 DQ3512
 DQ3512.The modeled gravity was interpolated from observed gravity values.
 DQ3512
 DQ3512;                    North         East    Units  Estimated Accuracy
 DQ3512;SPC AR N     -   135,923.      359,735.      MT  (+/- 10 meters HH2 GPS)
 DQ3512
 DQ3512_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV5037635034(NAD 83)
 DQ3512
 DQ3512                          SUPERSEDED SURVEY CONTROL
 DQ3512
 DQ3512.No superseded survey control is available for this station.
 DQ3512
 DQ3512_MARKER: DB = BENCH MARK DISK
 DQ3512_SETTING: 66 = SET IN ROCK OUTCROP
 DQ3512_STAMPING: M 344 2015
 DQ3512_MARK LOGO: ARHD
 DQ3512_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ3512_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DQ3512+STABILITY: POSITION/ELEVATION WELL
 DQ3512_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ3512+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2015
 DQ3512
 DQ3512  HISTORY     - Date     Condition        Report By
 DQ3512  HISTORY     - 20150930 MONUMENTED       ARHD
 DQ3512
 DQ3512                          STATION DESCRIPTION
 DQ3512
 DQ3512'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 DQ3512'THE STATION IS LOCATED ABOUT 7.9 MI (12.7 KM) NORTH-NORTHWEST OF BEE
 DQ3512'BRANCH, 7.5 MI (12.1 KM) NORTH-NORTHEAST OF FORMOSA AND 2.5 MI (4.0
 DQ3512'KM) SOUTH-SOUTHEAST OF CLINTON.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ3512'
 DQ3512'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 95,
 DQ3512'GO NORTH ON HIGHWAY 65 FOR 0.45 MI (0.72 KM) TO THE STATION ON THE
 DQ3512'RIGHT, IN A 1X1' ROCK.
 DQ3512'
 DQ3512'IT IS 102 FT (31.1 M) SOUTH OF THE INTERSECTION OF HIGHWAY 95 AND HUIE
 DQ3512'STREET, 45 FT (13.7 M) EAST OF A COMBINATION POLE, 37 FT (11.3 M) WEST
 DQ3512'OF A 28 INCH (71 CM) OAK, 35 FT (10.7 M) SOUTHWEST OF A 24 INCH (61
 DQ3512'CM) OAK AND 18 FT (5.5 M) EAST OF HUIE STREET CENTERLINE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ3544 ***********************************************************************
 DQ3544  DESIGNATION -  M 345
 DQ3544  PID         -  DQ3544
 DQ3544  STATE/COUNTY-  AR/VAN BUREN
 DQ3544  COUNTRY     -  US
 DQ3544  USGS QUAD   -  LESLIE (2017)
 DQ3544
 DQ3544                         *CURRENT SURVEY CONTROL
 DQ3544  ______________________________________________________________________
 DQ3544* NAD 83(1986) POSITION- 35 47 04.3    (N) 092 32 34.9    (W)   HD_HELD2
 DQ3544* NAVD 88 ORTHO HEIGHT -   336.472 (meters)     1103.91  (feet) ADJUSTED
 DQ3544  ______________________________________________________________________
 DQ3544  GEOID HEIGHT    -        -27.903 (meters)                     GEOID18
 DQ3544  DYNAMIC HEIGHT  -        336.164 (meters)     1102.90  (feet) COMP
 DQ3544  MODELED GRAVITY -    979,707.5   (mgal)                       NAVD 88
 DQ3544
 DQ3544  VERT ORDER      -  SECOND    CLASS I
 DQ3544
 DQ3544.The horizontal coordinates were established by autonomous hand held GPS
 DQ3544.observations and have an estimated accuracy of +/- 10 meters.
 DQ3544
 DQ3544.The orthometric height was determined by differential leveling and
 DQ3544.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3544.in January 2017.
 DQ3544
 DQ3544.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3544.GEOID18 height accuracy estimate available here.
 DQ3544
 DQ3544.Click photographs - Photos may exist for this station.
 DQ3544
 DQ3544.The dynamic height is computed by dividing the NAVD 88
 DQ3544.geopotential number by the normal gravity value computed on the
 DQ3544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3544.degrees latitude (g = 980.6199 gals.).
 DQ3544
 DQ3544.The modeled gravity was interpolated from observed gravity values.
 DQ3544
 DQ3544;                    North         East    Units  Estimated Accuracy
 DQ3544;SPC AR N     -   161,134.      350,909.      MT  (+/- 10 meters HH2 GPS)
 DQ3544
 DQ3544_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV4129760146(NAD 83)
 DQ3544
 DQ3544                          SUPERSEDED SURVEY CONTROL
 DQ3544
 DQ3544.No superseded survey control is available for this station.
 DQ3544
 DQ3544_MARKER: DB = BENCH MARK DISK
 DQ3544_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DQ3544_SP_SET: DROP INLET
 DQ3544_STAMPING: M 345 2015
 DQ3544_MARK LOGO: ARHD
 DQ3544_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3544_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ3544_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ3544+SATELLITE: SATELLITE OBSERVATIONS - November 24, 2015
 DQ3544
 DQ3544  HISTORY     - Date     Condition        Report By
 DQ3544  HISTORY     - 20151124 MONUMENTED       ARHD
 DQ3544
 DQ3544                          STATION DESCRIPTION
 DQ3544
 DQ3544'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 DQ3544'THE STATION IS LOCATED ABOUT 6.3 MI (10.1 KM) SOUTHWEST OF OXLEY, 6.1
 DQ3544'MI (9.8 KM) NORTH-NORTHWEST OF BOTKINBURG AND 3.3 MI (5.3 KM)
 DQ3544'SOUTH-SOUTHEAST OF LESLIE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ3544'
 DQ3544'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 254,
 DQ3544'GO NORTH ON HIGHWAY 65 FOR 2.7 MI (4.3 KM) TO THE STATION ON THE
 DQ3544'RIGHT.
 DQ3544'
 DQ3544'IT IS 96 FT (29.3 M) NORTHEAST OF US HIGHWAY 65 CENTERLINE, 15 FT (4.6
 DQ3544'M) EAST OF A RUNAWAY TRUCK RAMP CENTERLINE AND 4 FT (1.2 M) WEST OF A
 DQ3544'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ3573 ***********************************************************************
 DQ3573  DESIGNATION -  M 346
 DQ3573  PID         -  DQ3573
 DQ3573  STATE/COUNTY-  AR/SEARCY
 DQ3573  COUNTRY     -  US
 DQ3573  USGS QUAD   -  MARSHALL (2017)
 DQ3573
 DQ3573                         *CURRENT SURVEY CONTROL
 DQ3573  ______________________________________________________________________
 DQ3573* NAD 83(1986) POSITION- 35 54 39.4    (N) 092 40 17.6    (W)   HD_HELD2
 DQ3573* NAVD 88 ORTHO HEIGHT -   274.014 (meters)      898.99  (feet) ADJUSTED
 DQ3573  ______________________________________________________________________
 DQ3573  GEOID HEIGHT    -        -28.151 (meters)                     GEOID18
 DQ3573  DYNAMIC HEIGHT  -        273.766 (meters)      898.18  (feet) COMP
 DQ3573  MODELED GRAVITY -    979,719.3   (mgal)                       NAVD 88
 DQ3573
 DQ3573  VERT ORDER      -  SECOND    CLASS I
 DQ3573
 DQ3573.The horizontal coordinates were established by autonomous hand held GPS
 DQ3573.observations and have an estimated accuracy of +/- 10 meters.
 DQ3573
 DQ3573.The orthometric height was determined by differential leveling and
 DQ3573.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3573.in January 2017.
 DQ3573
 DQ3573.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3573.GEOID18 height accuracy estimate available here.
 DQ3573
 DQ3573.Click photographs - Photos may exist for this station.
 DQ3573
 DQ3573.The dynamic height is computed by dividing the NAVD 88
 DQ3573.geopotential number by the normal gravity value computed on the
 DQ3573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3573.degrees latitude (g = 980.6199 gals.).
 DQ3573
 DQ3573.The modeled gravity was interpolated from observed gravity values.
 DQ3573
 DQ3573;                    North         East    Units  Estimated Accuracy
 DQ3573;SPC AR N     -   175,231.      339,385.      MT  (+/- 10 meters HH2 GPS)
 DQ3573
 DQ3573_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV2963574120(NAD 83)
 DQ3573
 DQ3573                          SUPERSEDED SURVEY CONTROL
 DQ3573
 DQ3573.No superseded survey control is available for this station.
 DQ3573
 DQ3573_MARKER: DB = BENCH MARK DISK
 DQ3573_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ3573_SP_SET: HEADWALL
 DQ3573_STAMPING: M 346 2016
 DQ3573_MARK LOGO: ARHD
 DQ3573_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3573+STABILITY: SURFACE MOTION
 DQ3573_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ3573+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2016
 DQ3573
 DQ3573  HISTORY     - Date     Condition        Report By
 DQ3573  HISTORY     - 20160201 MONUMENTED       ARHD
 DQ3573
 DQ3573                          STATION DESCRIPTION
 DQ3573
 DQ3573'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 DQ3573'THE STATION IS LOCATED ABOUT 8.4 MI (13.5 KM) EAST OF SNOWBALL, 3.5 MI
 DQ3573'(5.6 KM) NORTH-NORTHEAST OF CANAAN AND 2.3 MI (3.7 KM) WEST OF
 DQ3573'MARSHALL.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ3573'
 DQ3573'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND OLD STATE HIGHWAY
 DQ3573'65, GO NORTH ON OLD HIGHWAY 65 FOR 0.1 MI (0.2 KM) TO THE STATION ON
 DQ3573'THE LEFT, IN THE CENTER OF THE WEST HEADWALL.
 DQ3573'
 DQ3573'IT IS 36 FT (11.0 M) WEST OF A GUARD RAIL AND 18 FT (5.5 M) WEST OF
 DQ3573'OLD HIGHWAY 65 CENTERLINE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ3603 ***********************************************************************
 DQ3603  DESIGNATION -  M 347
 DQ3603  PID         -  DQ3603
 DQ3603  STATE/COUNTY-  AR/SEARCY
 DQ3603  COUNTRY     -  US
 DQ3603  USGS QUAD   -  SAINT JOE (2017)
 DQ3603
 DQ3603                         *CURRENT SURVEY CONTROL
 DQ3603  ______________________________________________________________________
 DQ3603* NAD 83(1986) POSITION- 36 00 07.3    (N) 092 46 05.1    (W)   HD_HELD2
 DQ3603* NAVD 88 ORTHO HEIGHT -   278.309 (meters)      913.09  (feet) ADJUSTED
 DQ3603  ______________________________________________________________________
 DQ3603  GEOID HEIGHT    -        -28.328 (meters)                     GEOID18
 DQ3603  DYNAMIC HEIGHT  -        278.059 (meters)      912.27  (feet) COMP
 DQ3603  MODELED GRAVITY -    979,724.1   (mgal)                       NAVD 88
 DQ3603
 DQ3603  VERT ORDER      -  SECOND    CLASS I
 DQ3603
 DQ3603.The horizontal coordinates were established by autonomous hand held GPS
 DQ3603.observations and have an estimated accuracy of +/- 10 meters.
 DQ3603
 DQ3603.The orthometric height was determined by differential leveling and
 DQ3603.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3603.in January 2017.
 DQ3603
 DQ3603.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3603.GEOID18 height accuracy estimate available here.
 DQ3603
 DQ3603.Click photographs - Photos may exist for this station.
 DQ3603
 DQ3603.The dynamic height is computed by dividing the NAVD 88
 DQ3603.geopotential number by the normal gravity value computed on the
 DQ3603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3603.degrees latitude (g = 980.6199 gals.).
 DQ3603
 DQ3603.The modeled gravity was interpolated from observed gravity values.
 DQ3603
 DQ3603;                    North         East    Units  Estimated Accuracy
 DQ3603;SPC AR N     -   185,401.      330,752.      MT  (+/- 10 meters HH2 GPS)
 DQ3603
 DQ3603_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV2090184198(NAD 83)
 DQ3603
 DQ3603                          SUPERSEDED SURVEY CONTROL
 DQ3603
 DQ3603.No superseded survey control is available for this station.
 DQ3603
 DQ3603_MARKER: DB = BENCH MARK DISK
 DQ3603_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DQ3603_SP_SET: GAS ISLAND
 DQ3603_STAMPING: M 347 2016
 DQ3603_MARK LOGO: ARHD
 DQ3603_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3603_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ3603_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ3603+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2016
 DQ3603
 DQ3603  HISTORY     - Date     Condition        Report By
 DQ3603  HISTORY     - 20160329 MONUMENTED       ARHD
 DQ3603
 DQ3603                          STATION DESCRIPTION
 DQ3603
 DQ3603'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 DQ3603'THE STATION IS LOCATED ABOUT 7.6 MI (12.2 KM) WEST-SOUTHWEST OF
 DQ3603'MAUMEE, 7.2 MI (11.6 KM) NORTH-NORTHEAST OF SNOWBALL AND 2.8 MI (4.5
 DQ3603'KM) SOUTHEAST OF SAINT JOE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ3603'
 DQ3603'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 333,
 DQ3603'GO NORTH ON HIGHWAY 65 FOR 0.25 MI (0.40 KM) TO THE STATION ON THE
 DQ3603'LEFT, IN THE WEST END OF AN OLD GAS PUMP ISLAND.
 DQ3603'
 DQ3603'IT IS 59 FT (18.0 M) EAST OF A GRAVEL DRIVE CENTERLINE, 37 FT (11.3 M)
 DQ3603'SOUTH OF US HIGHWAY 65 CENTERLINE AND 18 FT (5.5 M) NORTH OF THE
 DQ3603'NORTHWEST CORNER OF AN OLD GAS STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ3629 ***********************************************************************
 DQ3629  DESIGNATION -  M 348
 DQ3629  PID         -  DQ3629
 DQ3629  STATE/COUNTY-  AR/NEWTON
 DQ3629  COUNTRY     -  US
 DQ3629  USGS QUAD   -  WESTERN GROVE (2017)
 DQ3629
 DQ3629                         *CURRENT SURVEY CONTROL
 DQ3629  ______________________________________________________________________
 DQ3629* NAD 83(1986) POSITION- 36 05 09.3    (N) 092 56 57.4    (W)   HD_HELD2
 DQ3629* NAVD 88 ORTHO HEIGHT -   370.328 (meters)     1214.98  (feet) ADJUSTED
 DQ3629  ______________________________________________________________________
 DQ3629  GEOID HEIGHT    -        -28.323 (meters)                     GEOID18
 DQ3629  DYNAMIC HEIGHT  -        369.993 (meters)     1213.89  (feet) COMP
 DQ3629  MODELED GRAVITY -    979,715.2   (mgal)                       NAVD 88
 DQ3629
 DQ3629  VERT ORDER      -  SECOND    CLASS I
 DQ3629
 DQ3629.The horizontal coordinates were established by autonomous hand held GPS
 DQ3629.observations and have an estimated accuracy of +/- 10 meters.
 DQ3629
 DQ3629.The orthometric height was determined by differential leveling and
 DQ3629.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3629.in January 2017.
 DQ3629
 DQ3629.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3629.GEOID18 height accuracy estimate available here.
 DQ3629
 DQ3629.Click photographs - Photos may exist for this station.
 DQ3629
 DQ3629.The dynamic height is computed by dividing the NAVD 88
 DQ3629.geopotential number by the normal gravity value computed on the
 DQ3629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3629.degrees latitude (g = 980.6199 gals.).
 DQ3629
 DQ3629.The modeled gravity was interpolated from observed gravity values.
 DQ3629
 DQ3629;                    North         East    Units  Estimated Accuracy
 DQ3629;SPC AR N     -   194,851.      314,506.      MT  (+/- 10 meters HH2 GPS)
 DQ3629
 DQ3629_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV0456693479(NAD 83)
 DQ3629
 DQ3629                          SUPERSEDED SURVEY CONTROL
 DQ3629
 DQ3629.No superseded survey control is available for this station.
 DQ3629
 DQ3629_MARKER: DB = BENCH MARK DISK
 DQ3629_SETTING: 66 = SET IN ROCK OUTCROP
 DQ3629_STAMPING: M 348 2016
 DQ3629_MARK LOGO: ARHD
 DQ3629_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ3629_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DQ3629+STABILITY: POSITION/ELEVATION WELL
 DQ3629_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3629+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2016
 DQ3629
 DQ3629  HISTORY     - Date     Condition        Report By
 DQ3629  HISTORY     - 20160420 MONUMENTED       ARHD
 DQ3629
 DQ3629                          STATION DESCRIPTION
 DQ3629
 DQ3629'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 DQ3629'THE STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) NORTHEAST OF HASTY, 5.3
 DQ3629'MI (8.5 KM) SOUTH-SOUTHWEST OF EVERTON AND 1.1 MI (1.8 KM)
 DQ3629'SOUTH-SOUTHEAST OF WESTERN GROVE.  OWNERSHIP--DEBRA-DAVIDSON.
 DQ3629'
 DQ3629'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 123
 DQ3629'SOUTH, GO SOUTH ON HIGHWAY 65 FOR 0.6 MI (1.0 KM) TO THE STATION ON
 DQ3629'THE LEFT.
 DQ3629'
 DQ3629'IT IS 120 FT (36.6 M) WEST OF THE SOUTHWEST CORNER OF A RED BLOCK
 DQ3629'HOUSE, 59 FT (18.0 M) EAST OF HIGHWAY 65 CENTERLINE, 45 FT (13.7 M)
 DQ3629'SOUTHWEST OF A DRIVEWAY CENTERLINE, 30 FT (9.1 M) NORTHEAST OF A
 DQ3629'WITNESS POST AND 15 FT (4.6 M) NORTH OF A 5-BARB FENCE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0324 ***********************************************************************
 GF0324  DESIGNATION -  M 35
 GF0324  PID         -  GF0324
 GF0324  STATE/COUNTY-  AR/BOONE
 GF0324  COUNTRY     -  US
 GF0324  USGS QUAD   -  OMAHA (2017)
 GF0324
 GF0324                         *CURRENT SURVEY CONTROL
 GF0324  ______________________________________________________________________
 GF0324* NAD 83(1986) POSITION- 36 28 10.     (N) 093 12 22.     (W)   SCALED
 GF0324* NAVD 88 ORTHO HEIGHT -   360.584 (meters)     1183.02  (feet) ADJUSTED
 GF0324  ______________________________________________________________________
 GF0324  GEOID HEIGHT    -        -28.496 (meters)                     GEOID18
 GF0324  DYNAMIC HEIGHT  -        360.268 (meters)     1181.98  (feet) COMP
 GF0324  MODELED GRAVITY -    979,747.0   (mgal)                       NAVD 88
 GF0324
 GF0324  VERT ORDER      -  SECOND    CLASS 0
 GF0324
 GF0324.The horizontal coordinates were scaled from a map and have
 GF0324.an estimated accuracy of +/- 6 seconds.
 GF0324
 GF0324.The orthometric height was determined by differential leveling and
 GF0324.adjusted by the NATIONAL GEODETIC SURVEY
 GF0324.in June 1991.
 GF0324
 GF0324.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0324.GEOID18 height accuracy estimate available here.
 GF0324
 GF0324.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA815360(NAD 83)
 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
 GF0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0324.See file dsdata.pdf to determine how the superseded data were derived.
 GF0324
 GF0324_MARKER: DB = BENCH MARK DISK
 GF0324_SETTING: 66 = SET IN ROCK OUTCROP
 GF0324_STAMPING: M 35 1934
 GF0324_MARK LOGO: CGS
 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  HISTORY     - 20140410 MARK NOT FOUND   ARHD
 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.
 GF0324
 GF0324                          STATION RECOVERY (2014)
 GF0324
 GF0324'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014
 GF0324'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ8653 ***********************************************************************
 DQ8653  DESIGNATION -  M 351
 DQ8653  PID         -  DQ8653
 DQ8653  STATE/COUNTY-  AR/DREW
 DQ8653  COUNTRY     -  US
 DQ8653  USGS QUAD   -  COLLINS NW (2017)
 DQ8653
 DQ8653                         *CURRENT SURVEY CONTROL
 DQ8653  ______________________________________________________________________
 DQ8653* NAD 83(1986) POSITION- 33 37 52.4    (N) 091 44 41.5    (W)   HD_HELD2
 DQ8653* NAVD 88 ORTHO HEIGHT -    69.869 (meters)      229.23  (feet) ADJUSTED
 DQ8653  ______________________________________________________________________
 DQ8653  GEOID HEIGHT    -        -25.754 (meters)                     GEOID18
 DQ8653  DYNAMIC HEIGHT  -         69.798 (meters)      229.00  (feet) COMP
 DQ8653  MODELED GRAVITY -    979,616.8   (mgal)                       NAVD 88
 DQ8653
 DQ8653  VERT ORDER      -  SECOND    CLASS I
 DQ8653
 DQ8653.The horizontal coordinates were established by autonomous hand held GPS
 DQ8653.observations and have an estimated accuracy of +/- 10 meters.
 DQ8653
 DQ8653.The orthometric height was determined by differential leveling and
 DQ8653.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8653.in July 2018.
 DQ8653
 DQ8653.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8653.GEOID18 height accuracy estimate available here.
 DQ8653
 DQ8653.Click photographs - Photos may exist for this station.
 DQ8653
 DQ8653.The dynamic height is computed by dividing the NAVD 88
 DQ8653.geopotential number by the normal gravity value computed on the
 DQ8653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8653.degrees latitude (g = 980.6199 gals.).
 DQ8653
 DQ8653.The modeled gravity was interpolated from observed gravity values.
 DQ8653
 DQ8653;                    North         East    Units  Estimated Accuracy
 DQ8653;SPC AR S     -   507,011.      423,671.      MT  (+/- 10 meters HH2 GPS)
 DQ8653
 DQ8653_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT1641121974(NAD 83)
 DQ8653
 DQ8653                          SUPERSEDED SURVEY CONTROL
 DQ8653
 DQ8653.No superseded survey control is available for this station.
 DQ8653
 DQ8653_MARKER: DB = BENCH MARK DISK
 DQ8653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ8653_STAMPING: M 351 2017
 DQ8653_MARK LOGO: ARHD
 DQ8653_PROJECTION: FLUSH
 DQ8653_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DQ8653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ8653+STABILITY: SURFACE MOTION
 DQ8653_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ8653+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2017
 DQ8653
 DQ8653  HISTORY     - Date     Condition        Report By
 DQ8653  HISTORY     - 20171228 MONUMENTED       ARHD
 DQ8653
 DQ8653                          STATION DESCRIPTION
 DQ8653
 DQ8653'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2017 (JDH)
 DQ8653'THE STATION IS LOCATED ABOUT 10.8 MI (17.4 KM) EAST OF WILMAR, 9.0 MI
 DQ8653'(14.5 KM) NORTHWEST OF COMINTO AND 2.7 MI (4.3 KM) EAST OF MONTICELLO.
 DQ8653'OWNERSHIP--MISSIONARY BAPTIST CHURCH.
 DQ8653'
 DQ8653'TO REACH FROM THE INTERSECTION OF US HIGHWAY 278 AND STATE HIGHWAY 35,
 DQ8653'GO EAST ON HIGHWAY 278 FOR 0.75 MI (1.21 KM) TO COUNTY CARPENTER ROAD.
 DQ8653'TURN LEFT ON CARPENTER ROAD AND GO FOR 0.1 MI (0.2 KM) TO THE STATION
 DQ8653'ON THE RIGHT, A CONCRETE POST WITH A 4 FT (1.2 M) GRADER BLADE DROVE
 DQ8653'DOWN IN IT.
 DQ8653'
 DQ8653'IT IS 54 FT (16.5 M) NORTH OF A POWER POLE WITH LIGHT, 36 FT (11.0 M)
 DQ8653'SOUTHWEST OF A POWER POLE, 26 FT (7.9 M) EAST OF CARPENTER ROAD
 DQ8653'CENTERLINE, 26 FT (7.9 M) NORTHWEST OF A WITNESS POST AND 19 FT (5.8
 DQ8653'M) NORTHEAST OF A 18 INCH (46 CM) METAL CULVERT.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ8680 ***********************************************************************
 DQ8680  DESIGNATION -  M 352
 DQ8680  PID         -  DQ8680
 DQ8680  STATE/COUNTY-  AR/DREW
 DQ8680  COUNTRY     -  US
 DQ8680  USGS QUAD   -  MCGEHEE NORTH (2017)
 DQ8680
 DQ8680                         *CURRENT SURVEY CONTROL
 DQ8680  ______________________________________________________________________
 DQ8680* NAD 83(1986) POSITION- 33 42 00.45   (N) 091 27 59.45   (W)   HD_HELD1
 DQ8680* NAVD 88 ORTHO HEIGHT -    47.223 (meters)      154.93  (feet) ADJUSTED
 DQ8680  ______________________________________________________________________
 DQ8680  GEOID HEIGHT    -        -26.092 (meters)                     GEOID18
 DQ8680  DYNAMIC HEIGHT  -         47.175 (meters)      154.77  (feet) COMP
 DQ8680  MODELED GRAVITY -    979,617.1   (mgal)                       NAVD 88
 DQ8680
 DQ8680  VERT ORDER      -  SECOND    CLASS I
 DQ8680
 DQ8680.The horizontal coordinates were determined by differentially corrected
 DQ8680.hand held GPS observations or other comparable positioning techniques
 DQ8680.and have an estimated accuracy of +/- 3 meters.
 DQ8680
 DQ8680.The orthometric height was determined by differential leveling and
 DQ8680.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8680.in July 2018.
 DQ8680
 DQ8680.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8680.GEOID18 height accuracy estimate available here.
 DQ8680
 DQ8680.Click photographs - Photos may exist for this station.
 DQ8680
 DQ8680.The dynamic height is computed by dividing the NAVD 88
 DQ8680.geopotential number by the normal gravity value computed on the
 DQ8680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8680.degrees latitude (g = 980.6199 gals.).
 DQ8680
 DQ8680.The modeled gravity was interpolated from observed gravity values.
 DQ8680
 DQ8680;                    North         East    Units  Estimated Accuracy
 DQ8680;SPC AR S     -   514,752.1     449,455.1     MT  (+/- 3 meters HH1 GPS) 
 DQ8680
 DQ8680_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT4211629962(NAD 83)
 DQ8680
 DQ8680                          SUPERSEDED SURVEY CONTROL
 DQ8680
 DQ8680.No superseded survey control is available for this station.
 DQ8680
 DQ8680_MARKER: DB = BENCH MARK DISK
 DQ8680_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DQ8680_SP_SET: WATER WELL
 DQ8680_STAMPING: M 352 2018
 DQ8680_MARK LOGO: ARHD
 DQ8680_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ8680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ8680+STABILITY: SURFACE MOTION
 DQ8680_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8680+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2018
 DQ8680
 DQ8680  HISTORY     - Date     Condition        Report By
 DQ8680  HISTORY     - 20180110 MONUMENTED       ARHD
 DQ8680
 DQ8680                          STATION DESCRIPTION
 DQ8680
 DQ8680'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (JDH)
 DQ8680'THE STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) NORTHWEST OF MCGEHEE,
 DQ8680'5.8 MI (9.3 KM) EAST OF SELMA AND 5.1 MI (8.2 KM) SOUTH OF WINCHESTER.
 DQ8680'OWNERSHIP--TILLAR FARMS.
 DQ8680'
 DQ8680'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 277,
 DQ8680'GO SOUTH ON HIGHWAY 277 FOR 1.3 MI (2.1 KM) TO THE STATION ON THE
 DQ8680'LEFT, IN THE NORTHWEST CORNER OF THE CONCRETE BASE OF A WATER WELL.
 DQ8680'
 DQ8680'IT IS 66 FT (20.1 M) SOUTH OF HIGHWAY 277 CENTERLINE, 20 FT (6.1 M)
 DQ8680'SOUTH OF A POWER POLE AND 10 FT (3.0 M) SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ8709 ***********************************************************************
 DQ8709  DESIGNATION -  M 353
 DQ8709  PID         -  DQ8709
 DQ8709  STATE/COUNTY-  AR/DESHA
 DQ8709  COUNTRY     -  US
 DQ8709  USGS QUAD   -  WINCHESTER (2017)
 DQ8709
 DQ8709                         *CURRENT SURVEY CONTROL
 DQ8709  ______________________________________________________________________
 DQ8709* NAD 83(1986) POSITION- 33 51 27.7    (N) 091 29 06.4    (W)   HD_HELD2
 DQ8709* NAVD 88 ORTHO HEIGHT -    48.912 (meters)      160.47  (feet) ADJUSTED
 DQ8709  ______________________________________________________________________
 DQ8709  GEOID HEIGHT    -        -26.031 (meters)                     GEOID18
 DQ8709  DYNAMIC HEIGHT  -         48.862 (meters)      160.31  (feet) COMP
 DQ8709  MODELED GRAVITY -    979,633.8   (mgal)                       NAVD 88
 DQ8709
 DQ8709  VERT ORDER      -  SECOND    CLASS I
 DQ8709
 DQ8709.The horizontal coordinates were established by autonomous hand held GPS
 DQ8709.observations and have an estimated accuracy of +/- 10 meters.
 DQ8709
 DQ8709.The orthometric height was determined by differential leveling and
 DQ8709.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8709.in July 2018.
 DQ8709
 DQ8709.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8709.GEOID18 height accuracy estimate available here.
 DQ8709
 DQ8709.Click photographs - Photos may exist for this station.
 DQ8709
 DQ8709.The dynamic height is computed by dividing the NAVD 88
 DQ8709.geopotential number by the normal gravity value computed on the
 DQ8709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8709.degrees latitude (g = 980.6199 gals.).
 DQ8709
 DQ8709.The modeled gravity was interpolated from observed gravity values.
 DQ8709
 DQ8709;                    North         East    Units  Estimated Accuracy
 DQ8709;SPC AR S     -   532,219.      447,643.      MT  (+/- 10 meters HH2 GPS)
 DQ8709
 DQ8709_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT4013547409(NAD 83)
 DQ8709
 DQ8709                          SUPERSEDED SURVEY CONTROL
 DQ8709
 DQ8709.No superseded survey control is available for this station.
 DQ8709
 DQ8709_MARKER: DB = BENCH MARK DISK
 DQ8709_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DQ8709_SP_SET: SIGN BASE
 DQ8709_STAMPING: M 353 2018
 DQ8709_MARK LOGO: ARHD
 DQ8709_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ8709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ8709+STABILITY: SURFACE MOTION
 DQ8709_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8709+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2018
 DQ8709
 DQ8709  HISTORY     - Date     Condition        Report By
 DQ8709  HISTORY     - 20180307 MONUMENTED       ARHD
 DQ8709
 DQ8709                          STATION DESCRIPTION
 DQ8709
 DQ8709'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (JDH)
 DQ8709'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) EAST OF GOURD, 5.8 MI
 DQ8709'(9.3 KM) NORTH OF WINCHESTER AND 2.1 MI (3.4 KM) SOUTH OF DUMAS.
 DQ8709'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ8709'
 DQ8709'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND US HIGHWAY 165, GO
 DQ8709'SOUTH ON HIGHWAY 65 FOR 0.8 MI (1.3 KM) TO BROOKHAVEN DRIVE (CITY).
 DQ8709'TURN RIGHT AND GO WEST ON BROOKHAVEN DRIVE FOR 0.4 MI (0.6 KM) TO
 DQ8709'SOUTH MAIN CITY STREET.  TURN LEFT AND GO SOUTH ON SOUTH MAIN STREET
 DQ8709'FOR 1.0 MI (1.6 KM) TO THE STATION ON THE RIGHT, IN THE CONCRETE BASE
 DQ8709'OF WALNUT LAKE CEMETERY SIGN.
 DQ8709'
 DQ8709'IT IS 57 FT (17.4 M) NORTH OF CEMETERY ROAD CENTERLINE, 49 FT (14.9 M)
 DQ8709'WEST OF SOUTH MAIN STREET CENTERLINE AND 27 FT (8.2 M) EAST OF
 DQ8709'RAILROAD CENTERLINE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR1115 ***********************************************************************
 DR1115  DESIGNATION -  M 354
 DR1115  PID         -  DR1115
 DR1115  STATE/COUNTY-  AR/CLARK
 DR1115  COUNTRY     -  US
 DR1115  USGS QUAD   -  ARKADELPHIA (2017)
 DR1115
 DR1115                         *CURRENT SURVEY CONTROL
 DR1115  ______________________________________________________________________
 DR1115* NAD 83(1986) POSITION- 34 01 46.8    (N) 093 05 02.8    (W)   HD_HELD2
 DR1115* NAVD 88 ORTHO HEIGHT -    60.855 (meters)      199.66  (feet) ADJUSTED
 DR1115  ______________________________________________________________________
 DR1115  GEOID HEIGHT    -        -26.764 (meters)                     GEOID18
 DR1115  DYNAMIC HEIGHT  -         60.794 (meters)      199.46  (feet) COMP
 DR1115  MODELED GRAVITY -    979,634.2   (mgal)                       NAVD 88
 DR1115
 DR1115  VERT ORDER      -  SECOND    CLASS I
 DR1115
 DR1115.The horizontal coordinates were established by autonomous hand held GPS
 DR1115.observations and have an estimated accuracy of +/- 10 meters.
 DR1115
 DR1115.The orthometric height was determined by differential leveling and
 DR1115.adjusted by the NATIONAL GEODETIC SURVEY
 DR1115.in February 2019.
 DR1115
 DR1115.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR1115.GEOID18 height accuracy estimate available here.
 DR1115
 DR1115.Click photographs - Photos may exist for this station.
 DR1115
 DR1115.The dynamic height is computed by dividing the NAVD 88
 DR1115.geopotential number by the normal gravity value computed on the
 DR1115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR1115.degrees latitude (g = 980.6199 gals.).
 DR1115
 DR1115.The modeled gravity was interpolated from observed gravity values.
 DR1115
 DR1115;                    North         East    Units  Estimated Accuracy
 DR1115;SPC AR S     -   551,703.      299,889.      MT  (+/- 10 meters HH2 GPS)
 DR1115
 DR1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT9223565448(NAD 83)
 DR1115
 DR1115                          SUPERSEDED SURVEY CONTROL
 DR1115
 DR1115.No superseded survey control is available for this station.
 DR1115
 DR1115_MARKER: DB = BENCH MARK DISK
 DR1115_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DR1115_SP_SET: BRIDGE ABUTMENT
 DR1115_STAMPING: M 354 2018
 DR1115_MARK LOGO: ARHD
 DR1115_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR1115_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR1115_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR1115+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2018
 DR1115
 DR1115  HISTORY     - Date     Condition        Report By
 DR1115  HISTORY     - 20181107 MONUMENTED       ARHD
 DR1115
 DR1115                          STATION DESCRIPTION
 DR1115
 DR1115'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (JDH)
 DR1115'THE STATION IS LOCATED ABOUT 8.5 MI (13.7 KM) NORTH-NORTHEAST OF
 DR1115'GURDON, 6.5 MI (10.5 KM) SOUTH-SOUTHWEST OF ARKADELPHIA AND 2.5 MI
 DR1115'(4.0 KM) NORTH-NORTHEAST OF CURTIS.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR1115'
 DR1115'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 26 AND US HIGHWAY 67,
 DR1115'HEAD SOUTH ON HIGHWAY 67 FOR 1.8 MI (2.9 KM) TO COUNTY RICHWOOD ROAD.
 DR1115'TURN LEFT AND GO EAST ON RICHWOOD ROAD FOR 1.1 MI (1.8 KM) TO COUNTY
 DR1115'HASLEY ROAD.  TURN RIGHT AND GO SOUTH ON HASLEY ROAD FOR 0.6 MI (1.0
 DR1115'KM) TO THE STATION ON THE LEFT, IN THE NORTHWEST CORNER OF THE BRIDGE
 DR1115'ABUTMENT.
 DR1115'
 DR1115'IT IS 50 FT (15.2 M) SOUTHWEST OF A FENCE CORNER, 11 FT (3.4 M)
 DR1115'NORTHEAST OF HASLEY ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR3453 ***********************************************************************
 DR3453  DESIGNATION -  M 355
 DR3453  PID         -  DR3453
 DR3453  STATE/COUNTY-  AR/MISSISSIPPI
 DR3453  COUNTRY     -  US
 DR3453  USGS QUAD   -  DELL (2017)
 DR3453
 DR3453                         *CURRENT SURVEY CONTROL
 DR3453  ______________________________________________________________________
 DR3453* NAD 83(1986) POSITION- 35 45 22.1    (N) 090 00 40.5    (W)   HD_HELD2
 DR3453* NAVD 88 ORTHO HEIGHT -    77.558 (meters)      254.45  (feet) ADJUSTED
 DR3453  ______________________________________________________________________
 DR3453  GEOID HEIGHT    -        -27.782 (meters)                     GEOID18
 DR3453  DYNAMIC HEIGHT  -         77.493 (meters)      254.24  (feet) COMP
 DR3453  MODELED GRAVITY -    979,784.8   (mgal)                       NAVD 88
 DR3453
 DR3453  VERT ORDER      -  FIRST     CLASS II
 DR3453
 DR3453.The horizontal coordinates were established by autonomous hand held GPS
 DR3453.observations and have an estimated accuracy of +/- 10 meters.
 DR3453
 DR3453.The orthometric height was determined by differential leveling and
 DR3453.adjusted by the NATIONAL GEODETIC SURVEY
 DR3453.in June 2020.
 DR3453
 DR3453.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR3453.GEOID18 height accuracy estimate available here.
 DR3453
 DR3453.Click photographs - Photos may exist for this station.
 DR3453
 DR3453.The dynamic height is computed by dividing the NAVD 88
 DR3453.geopotential number by the normal gravity value computed on the
 DR3453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR3453.degrees latitude (g = 980.6199 gals.).
 DR3453
 DR3453.The modeled gravity was interpolated from observed gravity values.
 DR3453
 DR3453;                    North         East    Units  Estimated Accuracy
 DR3453;SPC AR N     -   159,665.      579,841.      MT  (+/- 10 meters HH2 GPS)
 DR3453
 DR3453_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV7023461021(NAD 83)
 DR3453
 DR3453                          SUPERSEDED SURVEY CONTROL
 DR3453
 DR3453.No superseded survey control is available for this station.
 DR3453
 DR3453_MARKER: DB = BENCH MARK DISK
 DR3453_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR3453_SP_SET: DROPLET DRAIN
 DR3453_STAMPING: M 355 2019
 DR3453_MARK LOGO: ARHD
 DR3453_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR3453_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR3453_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR3453+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2019
 DR3453
 DR3453  HISTORY     - Date     Condition        Report By
 DR3453  HISTORY     - 20190827 MONUMENTED       ARHD
 DR3453
 DR3453                          STATION DESCRIPTION
 DR3453
 DR3453'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2019 (JDH)
 DR3453'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) SOUTH-SOUTHEAST OF DELL,
 DR3453'4.7 MI (7.6 KM) WEST OF LUXORA AND 4.2 MI (6.8 KM) NORTH-NORTHWEST OF
 DR3453'OSCEOLA.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR3453'
 DR3453'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 119 AND STATE HIGHWAY
 DR3453'158, GO EAST ON HIGHWAY 158 FOR 1.35 MI (2.17 KM) TO THE STATION ON
 DR3453'THE RIGHT, IN THE CENTER OF THE SOUTH HEADWALL.
 DR3453'
 DR3453'IT IS 33 FT (10.1 M) WEST OF THE SOUTHWEST CORNER OF I-55 OVERPASS
 DR3453'BRIDGE, 20 FT (6.1 M) SOUTH OF HIGHWAY 158 CENTERLINE, 4 FT (1.2 M)
 DR3453'SOUTH OF A GUARD RAIL.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR7093 ***********************************************************************
 DR7093  DESIGNATION -  M 356
 DR7093  PID         -  DR7093
 DR7093  STATE/COUNTY-  AR/CRITTENDEN
 DR7093  COUNTRY     -  US
 DR7093  USGS QUAD   -  NORTHWEST MEMPHIS (2019)
 DR7093
 DR7093                         *CURRENT SURVEY CONTROL
 DR7093  ______________________________________________________________________
 DR7093* NAD 83(1986) POSITION- 35 09 11.1    (N) 090 05 22.8    (W)   HD_HELD2
 DR7093* NAVD 88 ORTHO HEIGHT -    74.303 (meters)      243.78  (feet) ADJUSTED
 DR7093  ______________________________________________________________________
 DR7093  GEOID HEIGHT    -        -27.334 (meters)                     GEOID18
 DR7093  DYNAMIC HEIGHT  -         74.236 (meters)      243.56  (feet) COMP
 DR7093  MODELED GRAVITY -    979,730.6   (mgal)                       NAVD 88
 DR7093
 DR7093  VERT ORDER      -  SECOND    CLASS I
 DR7093
 DR7093.The horizontal coordinates were established by autonomous hand held GPS
 DR7093.observations and have an estimated accuracy of +/- 10 meters.
 DR7093
 DR7093.The orthometric height was determined by differential leveling and
 DR7093.adjusted by the NATIONAL GEODETIC SURVEY
 DR7093.in January 2022.
 DR7093
 DR7093.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7093.GEOID18 height accuracy estimate available here.
 DR7093
 DR7093.Click photographs - Photos may exist for this station.
 DR7093
 DR7093.The dynamic height is computed by dividing the NAVD 88
 DR7093.geopotential number by the normal gravity value computed on the
 DR7093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7093.degrees latitude (g = 980.6199 gals.).
 DR7093
 DR7093.The modeled gravity was interpolated from observed gravity values.
 DR7093
 DR7093;                    North         East    Units  Estimated Accuracy
 DR7093;SPC AR N     -    92,633.      574,048.      MT  (+/- 10 meters HH2 GPS)
 DR7093
 DR7093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6511593898(NAD 83)
 DR7093
 DR7093                          SUPERSEDED SURVEY CONTROL
 DR7093
 DR7093.No superseded survey control is available for this station.
 DR7093
 DR7093_MARKER: B = BOLT
 DR7093_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DR7093_SP_SET: SIGN BASE
 DR7093_STAMPING: M 356
 DR7093_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR7093_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7093_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR7093+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2021
 DR7093
 DR7093  HISTORY     - Date     Condition        Report By
 DR7093  HISTORY     - 20210623 MONUMENTED       ARHD
 DR7093
 DR7093                          STATION DESCRIPTION
 DR7093
 DR7093'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2021 (JDH)
 DR7093'THE MARK IS LOCATED ABOUT 12.9 MI (20.8 KM) EAST-NORTHEAST OF
 DR7093'EDMONDSON, 12.0 MI (19.3 KM) SOUTHEAST OF JERICHO AND 5.4 MI (8.7 KM)
 DR7093'EAST OF WEST MEMPHIS.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7093'
 DR7093'TO REACH FROM THE INTERSECTION OF US I-40 AND STATE HIGHWAY 27, GO
 DR7093'EAST ALONG I-40 FOR 2.2 MI (3.5 KM) TO THE STATION ON THE LEFT, IN A
 DR7093'BOLT OF A DIGITAL SIGN BASE.
 DR7093'
 DR7093'IT IS 3 FT (0.9 M) SOUTH OF THE CONCRETE EDGE OF THE I-40 WEST BOUND
 DR7093'LANE AND 1 FT (0.3 M) NORTH OF THE CONCRETE EDGE OF THE I-40 EAST
 DR7093'BOUND LANE.
 DR7093'
 DR7093'NOTE--M 356 WAS STAMPED ON THE BOLT.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR7316 ***********************************************************************
 DR7316  DESIGNATION -  M 357
 DR7316  PID         -  DR7316
 DR7316  STATE/COUNTY-  AR/SHARP
 DR7316  COUNTRY     -  US
 DR7316  USGS QUAD   -  STUART (2017)
 DR7316
 DR7316                         *CURRENT SURVEY CONTROL
 DR7316  ______________________________________________________________________
 DR7316* NAD 83(1986) POSITION- 36 15 36.5    (N) 091 32 35.2    (W)   HD_HELD2
 DR7316* NAVD 88 ORTHO HEIGHT -   216.803 (meters)      711.29  (feet) ADJUSTED
 DR7316  ______________________________________________________________________
 DR7316  GEOID HEIGHT    -        -28.298 (meters)                     GEOID18
 DR7316  DYNAMIC HEIGHT  -        216.619 (meters)      710.69  (feet) COMP
 DR7316  MODELED GRAVITY -    979,782.4   (mgal)                       NAVD 88
 DR7316
 DR7316  VERT ORDER      -  SECOND    CLASS I
 DR7316
 DR7316.The horizontal coordinates were established by autonomous hand held GPS
 DR7316.observations and have an estimated accuracy of +/- 10 meters.
 DR7316
 DR7316.The orthometric height was determined by differential leveling and
 DR7316.adjusted by the NATIONAL GEODETIC SURVEY
 DR7316.in January 2022.
 DR7316
 DR7316.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7316.GEOID18 height accuracy estimate available here.
 DR7316
 DR7316.Click photographs - Photos may exist for this station.
 DR7316
 DR7316.The dynamic height is computed by dividing the NAVD 88
 DR7316.geopotential number by the normal gravity value computed on the
 DR7316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7316.degrees latitude (g = 980.6199 gals.).
 DR7316
 DR7316.The modeled gravity was interpolated from observed gravity values.
 DR7316
 DR7316;                    North         East    Units  Estimated Accuracy
 DR7316;SPC AR N     -   213,866.      441,059.      MT  (+/- 10 meters HH2 GPS)
 DR7316
 DR7316_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA3087713786(NAD 83)
 DR7316
 DR7316                          SUPERSEDED SURVEY CONTROL
 DR7316
 DR7316.No superseded survey control is available for this station.
 DR7316
 DR7316_MARKER: DB = BENCH MARK DISK
 DR7316_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DR7316_SP_SET: HEADWALL
 DR7316_STAMPING: M 357 2021
 DR7316_MARK LOGO: ARHD
 DR7316_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR7316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR7316+STABILITY: SURFACE MOTION
 DR7316_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7316+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2021
 DR7316
 DR7316  HISTORY     - Date     Condition        Report By
 DR7316  HISTORY     - 20210901 MONUMENTED       ARHD
 DR7316
 DR7316                          STATION DESCRIPTION
 DR7316
 DR7316'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2021 (JDH)
 DR7316'THE MARK IS LOCATED ABOUT 5.1 MI (8.2 KM) SOUTHWEST OF HARDY, 4.4 MI
 DR7316'(7.1 KM) NORTHEAST OF ASH FLAT AND 1.4 MI (2.3 KM) WEST OF STUART.
 DR7316'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7316'
 DR7316'TO REACH FROM THE INTERSECTION OF US HIGHWAY 62/412 AND US HIGHWAY
 DR7316'167, GO EAST ALONG HIGHWAY 62/412 FOR 3.85 MI (6.19 KM) TO THE STATION
 DR7316'ON THE LEFT, IN THE WEST END OF A HEADWALL.
 DR7316'
 DR7316'IT IS 87 FT (26.5 M) NORTH OF HIGHWAY 62/412 CENTERLINE, 43 FT (13.1
 DR7316'M) SOUTH OF THE SOUTHEAST OF THE SOUTHEAST CORNER OF THE ARDOT
 DR7316'MAINTENANCE BUILDING AND 34 FT (10.4 M) NORTHWEST OF A TELE BOX.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR8092 ***********************************************************************
 DR8092  DESIGNATION -  M 358
 DR8092  PID         -  DR8092
 DR8092  STATE/COUNTY-  AR/ARKANSAS
 DR8092  COUNTRY     -  US
 DR8092  USGS QUAD   -  DE WITT SW (2017)
 DR8092
 DR8092                         *CURRENT SURVEY CONTROL
 DR8092  ______________________________________________________________________
 DR8092* NAD 83(1986) POSITION- 34 17 54.1    (N) 091 23 37.2    (W)   HD_HELD2
 DR8092* NAVD 88 ORTHO HEIGHT -    59.491 (meters)      195.18  (feet) ADJUSTED
 DR8092  ______________________________________________________________________
 DR8092  GEOID HEIGHT    -        -26.383 (meters)                     GEOID18
 DR8092  DYNAMIC HEIGHT  -         59.433 (meters)      194.99  (feet) COMP
 DR8092  MODELED GRAVITY -    979,666.4   (mgal)                       NAVD 88
 DR8092
 DR8092  VERT ORDER      -  SECOND    CLASS I
 DR8092
 DR8092.The horizontal coordinates were established by autonomous hand held GPS
 DR8092.observations and have an estimated accuracy of +/- 10 meters.
 DR8092
 DR8092.The orthometric height was determined by differential leveling and
 DR8092.adjusted by the NATIONAL GEODETIC SURVEY
 DR8092.in September 2022.
 DR8092
 DR8092.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8092.GEOID18 height accuracy estimate available here.
 DR8092
 DR8092.Click photographs - Photos may exist for this station.
 DR8092
 DR8092.The dynamic height is computed by dividing the NAVD 88
 DR8092.geopotential number by the normal gravity value computed on the
 DR8092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR8092.degrees latitude (g = 980.6199 gals.).
 DR8092
 DR8092.The modeled gravity was interpolated from observed gravity values.
 DR8092
 DR8092;                    North         East    Units  Estimated Accuracy
 DR8092;SPC AR S     -   581,141.      455,815.      MT  (+/- 10 meters HH2 GPS)
 DR8092
 DR8092_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT4782796406(NAD 83)
 DR8092
 DR8092                          SUPERSEDED SURVEY CONTROL
 DR8092
 DR8092.No superseded survey control is available for this station.
 DR8092
 DR8092_MARKER: DB = BENCH MARK DISK
 DR8092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR8092_STAMPING: M 358 2022
 DR8092_MARK LOGO: ARHD
 DR8092_PROJECTION: FLUSH
 DR8092_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DR8092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR8092+STABILITY: SURFACE MOTION
 DR8092_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR8092+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2022
 DR8092
 DR8092  HISTORY     - Date     Condition        Report By
 DR8092  HISTORY     - 20220124 MONUMENTED       ARHD
 DR8092
 DR8092                          STATION DESCRIPTION
 DR8092
 DR8092'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2022 (JDH)
 DR8092'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) EAST OF LODGE CORNER, 7.5
 DR8092'MI (12.1 KM) SOUTH OF ALMYRA AND 3.2 MI (5.1 KM) WEST OF DE WITT.
 DR8092'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR8092'
 DR8092'TO REACH FROM THE INTERSECTION OF US HIGHWAY 165 AND STATE HIGHWAY 11,
 DR8092'HEAD EAST ALONG HIGHWAY 165 FOR 5.65 MI (9.09 KM) TO THE STATION ON
 DR8092'THE RIGHT, IN A CONCRETE MONUMENT.
 DR8092'
 DR8092'IT IS 47 FT (14.3 M) SOUTH OF HIGHWAY 165 CENTERLINE, 36 FT (11.0 M)
 DR8092'WEST OF A DIRT DRIVEWAY CENTERLINE AND 14 FT (4.3 M) SOUTHWEST OF A
 DR8092'POWER POLE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR9224 ***********************************************************************
 DR9224  DESIGNATION -  M 359
 DR9224  PID         -  DR9224
 DR9224  STATE/COUNTY-  AR/YELL
 DR9224  COUNTRY     -  US
 DR9224  USGS QUAD   -  OLA (2017)
 DR9224
 DR9224                         *CURRENT SURVEY CONTROL
 DR9224  ______________________________________________________________________
 DR9224* NAD 83(2011) POSITION- 35 02 05.20395(N) 093 13 42.38111(W)   ADJUSTED
 DR9224* NAD 83(2011) ELLIP HT-    92.752 (meters)        (03/26/24)   ADJUSTED
 DR9224* NAD 83(2011) EPOCH   -  2010.00
 DR9224* NAVD 88 ORTHO HEIGHT -   122.052 (meters)      400.43  (feet) ADJUSTED
 DR9224  ______________________________________________________________________
 DR9224  GEOID HEIGHT    -        -29.275 (meters)                     GEOID18
 DR9224  NAD 83(2011) X  -   -294,441.965 (meters)                     COMP
 DR9224  NAD 83(2011) Y  - -5,219,991.099 (meters)                     COMP
 DR9224  NAD 83(2011) Z  -  3,641,080.100 (meters)                     COMP
 DR9224  LAPLACE CORR    -          2.55  (seconds)                    DEFLEC18
 DR9224  DYNAMIC HEIGHT  -        121.933 (meters)      400.04  (feet) COMP
 DR9224  MODELED GRAVITY -    979,661.7   (mgal)                       NAVD 88
 DR9224
 DR9224  VERT ORDER      -  SECOND    CLASS I
 DR9224
 DR9224  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR9224  Standards:
 DR9224         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR9224            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR9224  -------------------------------------------------------------------
 DR9224  NETWORK    1.18   2.37           0.47   0.49   1.21      0.16654111
 DR9224  -------------------------------------------------------------------
 DR9224  Click here for local accuracies and other accuracy information.
 DR9224
 DR9224.The horizontal coordinates were established by GPS observations
 DR9224.and adjusted by the ARKANSAS DEPT OF TRANS in March 2024.
 DR9224
 DR9224.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR9224.been affixed to the stable North American tectonic plate. See 
 DR9224.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR9224
 DR9224.The horizontal coordinates are valid at the epoch date displayed above
 DR9224.which is a decimal equivalence of Year/Month/Day.
 DR9224
 DR9224.The orthometric height was determined by differential leveling and
 DR9224.adjusted by the NATIONAL GEODETIC SURVEY
 DR9224.in September 2023.
 DR9224
 DR9224.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9224.GEOID18 height accuracy estimate available here.
 DR9224
 DR9224.Click photographs - Photos may exist for this station.
 DR9224
 DR9224.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR9224
 DR9224.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR9224
 DR9224.The ellipsoidal height was determined by GPS observations
 DR9224.and is referenced to NAD 83.
 DR9224
 DR9224.The dynamic height is computed by dividing the NAVD 88
 DR9224.geopotential number by the normal gravity value computed on the
 DR9224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9224.degrees latitude (g = 980.6199 gals.).
 DR9224
 DR9224.The modeled gravity was interpolated from observed gravity values.
 DR9224
 DR9224. The following values were computed from the NAD 83(2011) position.
 DR9224
 DR9224;                    North         East     Units Scale Factor Converg.
 DR9224;SPC AR N     -    78,518.973   287,910.474   MT  0.99998161   -0 42 53.4
 DR9224;SPC AR N     -   257,607.66    944,586.28   sFT  0.99998161   -0 42 53.4
 DR9224;UTM  15      - 3,876,923.767   479,163.350   MT  0.99960535   -0 07 52.1
 DR9224
 DR9224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR9224!SPC AR N     -   0.99998544  x   0.99998161  =   0.99996705
 DR9224!UTM  15      -   0.99998544  x   0.99960535  =   0.99959080
 DR9224
 DR9224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU7916376923(NAD 83)
 DR9224
 DR9224                          SUPERSEDED SURVEY CONTROL
 DR9224
 DR9224.No superseded survey control is available for this station.
 DR9224
 DR9224_MARKER: DB = BENCH MARK DISK
 DR9224_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DR9224_STAMPING: M 359 2023
 DR9224_MARK LOGO: ARHD
 DR9224_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR9224_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9224_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9224+SATELLITE: SATELLITE OBSERVATIONS - January 04, 2023
 DR9224
 DR9224  HISTORY     - Date     Condition        Report By
 DR9224  HISTORY     - 20230104 MONUMENTED       ARHD
 DR9224
 DR9224                          STATION DESCRIPTION
 DR9224
 DR9224'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2023 (JDH)
 DR9224'THE MARK IS LOCATED ABOUT 9.4 MI (15.1 KM) SOUTH-SOUTHEAST OF
 DR9224'CHICKALAH, 5.0 MI (8.0 KM) NORTHEAST OF PLAINVIEW AND IN THE TOWN OF
 DR9224'OLA, AR.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR9224'
 DR9224'TO REACH FROM THE INTERSECTION OF HIGHWAY 10 AND 7 GO WEST ALONG
 DR9224'HIGHWAY 10 FOR 0.4 MI (0.6 KM) TO THE STATION ON THE RIGHT SET IN 1X1
 DR9224'ROCK.
 DR9224'
 DR9224'IT IS 76 FT (23.2 M) NORTH OF THE CENTERLINE OF WEST SPRING ST AND
 DR9224'38.6 FT (11.8 M) WEST OF THE CENTERLINE OF HIGHWAY 10.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0079 ***********************************************************************
 GF0079  DESIGNATION -  M 36
 GF0079  PID         -  GF0079
 GF0079  STATE/COUNTY-  AR/BAXTER
 GF0079  COUNTRY     -  US
 GF0079  USGS QUAD   -  MIDWAY (2017)
 GF0079
 GF0079                         *CURRENT SURVEY CONTROL
 GF0079  ______________________________________________________________________
 GF0079* NAD 83(1986) POSITION- 36 25 49.     (N) 092 27 27.     (W)   SCALED
 GF0079* NAVD 88 ORTHO HEIGHT -   302.169 (meters)      991.37  (feet) ADJUSTED
 GF0079  ______________________________________________________________________
 GF0079  GEOID HEIGHT    -        -28.416 (meters)                     GEOID18
 GF0079  DYNAMIC HEIGHT  -        301.913 (meters)      990.53  (feet) COMP
 GF0079  MODELED GRAVITY -    979,777.5   (mgal)                       NAVD 88
 GF0079
 GF0079  VERT ORDER      -  SECOND    CLASS 0
 GF0079
 GF0079.The horizontal coordinates were scaled from a map and have
 GF0079.an estimated accuracy of +/- 6 seconds.
 GF0079
 GF0079.The orthometric height was determined by differential leveling and
 GF0079.adjusted by the NATIONAL GEODETIC SURVEY
 GF0079.in June 1991.
 GF0079
 GF0079.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0079.GEOID18 height accuracy estimate available here.
 GF0079
 GF0079.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA486318(NAD 83)
 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
 GF0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0079.See file dsdata.pdf to determine how the superseded data were derived.
 GF0079
 GF0079_MARKER: DB = BENCH MARK DISK
 GF0079_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GF0079_STAMPING: M 36 1934
 GF0079_MARK LOGO: CGS
 GF0079_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 DR9513 ***********************************************************************
 DR9513  DESIGNATION -  M 360
 DR9513  PID         -  DR9513
 DR9513  STATE/COUNTY-  AR/FAULKNER
 DR9513  COUNTRY     -  US
 DR9513  USGS QUAD   -  HAMLET (2017)
 DR9513
 DR9513                         *CURRENT SURVEY CONTROL
 DR9513  ______________________________________________________________________
 DR9513* NAD 83(2011) POSITION- 35 05 19.69987(N) 092 22 13.93634(W)   ADJUSTED
 DR9513* NAD 83(2011) ELLIP HT-    75.625 (meters)        (03/27/24)   ADJUSTED
 DR9513* NAD 83(2011) EPOCH   -  2010.00
 DR9513* NAVD 88 ORTHO HEIGHT -   103.487 (meters)      339.52  (feet) ADJUSTED
 DR9513  ______________________________________________________________________
 DR9513  GEOID HEIGHT    -        -27.840 (meters)                     GEOID18
 DR9513  NAD 83(2011) X  -   -216,108.895 (meters)                     COMP
 DR9513  NAD 83(2011) Y  - -5,220,360.226 (meters)                     COMP
 DR9513  NAD 83(2011) Z  -  3,645,976.455 (meters)                     COMP
 DR9513  LAPLACE CORR    -          2.37  (seconds)                    DEFLEC18
 DR9513  DYNAMIC HEIGHT  -        103.390 (meters)      339.21  (feet) COMP
 DR9513  MODELED GRAVITY -    979,695.4   (mgal)                       NAVD 88
 DR9513
 DR9513  VERT ORDER      -  FIRST     CLASS II
 DR9513
 DR9513  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR9513  Standards:
 DR9513         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR9513            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR9513  -------------------------------------------------------------------
 DR9513  NETWORK    0.55   0.98           0.22   0.23   0.50      0.04062338
 DR9513  -------------------------------------------------------------------
 DR9513  Click here for local accuracies and other accuracy information.
 DR9513
 DR9513.The horizontal coordinates were established by GPS observations
 DR9513.and adjusted by the ARKANSAS DEPT OF TRANS in March 2024.
 DR9513
 DR9513.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR9513.been affixed to the stable North American tectonic plate. See 
 DR9513.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR9513
 DR9513.The horizontal coordinates are valid at the epoch date displayed above
 DR9513.which is a decimal equivalence of Year/Month/Day.
 DR9513
 DR9513.The orthometric height was determined by differential leveling and
 DR9513.adjusted by the NATIONAL GEODETIC SURVEY
 DR9513.in January 2024.
 DR9513
 DR9513.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9513.GEOID18 height accuracy estimate available here.
 DR9513
 DR9513.Click photographs - Photos may exist for this station.
 DR9513
 DR9513.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR9513
 DR9513.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR9513
 DR9513.The ellipsoidal height was determined by GPS observations
 DR9513.and is referenced to NAD 83.
 DR9513
 DR9513.The dynamic height is computed by dividing the NAVD 88
 DR9513.geopotential number by the normal gravity value computed on the
 DR9513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9513.degrees latitude (g = 980.6199 gals.).
 DR9513
 DR9513.The modeled gravity was interpolated from observed gravity values.
 DR9513
 DR9513. The following values were computed from the NAD 83(2011) position.
 DR9513
 DR9513;                    North         East     Units Scale Factor Converg.
 DR9513;SPC AR N     -    83,876.992   366,211.851   MT  0.99997307   -0 12 56.2
 DR9513;SPC AR N     -   275,186.43  1,201,480.05   sFT  0.99997307   -0 12 56.2
 DR9513;UTM  15      - 3,883,072.516   557,377.729   MT  0.99964057   +0 21 42.7
 DR9513
 DR9513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR9513!SPC AR N     -   0.99998813  x   0.99997307  =   0.99996120
 DR9513!UTM  15      -   0.99998813  x   0.99964057  =   0.99962870
 DR9513
 DR9513_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5737783072(NAD 83)
 DR9513
 DR9513                          SUPERSEDED SURVEY CONTROL
 DR9513
 DR9513.No superseded survey control is available for this station.
 DR9513
 DR9513_MARKER: DB = BENCH MARK DISK
 DR9513_SETTING: 66 = SET IN ROCK OUTCROP
 DR9513_STAMPING: M 360 2023
 DR9513_MARK LOGO: ARHD
 DR9513_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR9513_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DR9513+STABILITY: POSITION/ELEVATION WELL
 DR9513_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9513+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2023
 DR9513
 DR9513  HISTORY     - Date     Condition        Report By
 DR9513  HISTORY     - 20230925 MONUMENTED       ARHD
 DR9513
 DR9513                          STATION DESCRIPTION
 DR9513
 DR9513'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2023 (JDH)
 DR9513'THE MARK IS LOCATED ABOUT 7.9 MI (12.7 KM) SOUTHWEST OF HOLLAND, 4.0
 DR9513'MI (6.4 KM) EAST OF CONWAY AND 3.8 MI (6.1 KM) WEST OF HAMLET.
 DR9513'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR9513'
 DR9513'TO REACH FROM THE INTERSECTION OF US I-40 AND US HIGHWAY 64, HEAD EAST
 DR9513'ALONG HIGHWAY 64 FOR 3.45 MI (5.55 KM) TO THE STATION ON THE LEFT, AN
 DR9513'ALUMINUM CAP SET IN A ROCK OUTCROP.
 DR9513'
 DR9513'IT IS 38 FT (11.6 M) NORTH OF HIGHWAY 64 EDGE OF ASPHALT, 13 FT (4.0
 DR9513'M) NORTH OF A DITCH CENTERLINE AND 2 FT (0.6 M) SOUTH OF THE WOODLINE
 DR9513'EDGE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DS1909 ***********************************************************************
 DS1909  DESIGNATION -  M 361
 DS1909  PID         -  DS1909
 DS1909  STATE/COUNTY-  AR/SCOTT
 DS1909  COUNTRY     -  US
 DS1909  USGS QUAD   -  WALDRON (2017)
 DS1909
 DS1909                         *CURRENT SURVEY CONTROL
 DS1909  ______________________________________________________________________
 DS1909* NAD 83(1986) POSITION- 34 54 14.7    (N) 094 05 30.4    (W)   HD_HELD2
 DS1909* NAVD 88 ORTHO HEIGHT -   200.949 (meters)      659.28  (feet) ADJUSTED
 DS1909  ______________________________________________________________________
 DS1909  GEOID HEIGHT    -        -30.663 (meters)                     GEOID18
 DS1909  DYNAMIC HEIGHT  -        200.741 (meters)      658.60  (feet) COMP
 DS1909  MODELED GRAVITY -    979,593.8   (mgal)                       NAVD 88
 DS1909
 DS1909  VERT ORDER      -  FIRST     CLASS II
 DS1909
 DS1909.The horizontal coordinates were established by autonomous hand held GPS
 DS1909.observations and have an estimated accuracy of +/- 10 meters.
 DS1909
 DS1909.The orthometric height was determined by differential leveling and
 DS1909.adjusted by the NATIONAL GEODETIC SURVEY
 DS1909.in August 2024.
 DS1909
 DS1909.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS1909.GEOID18 height accuracy estimate available here.
 DS1909
 DS1909.Click photographs - Photos may exist for this station.
 DS1909
 DS1909.The dynamic height is computed by dividing the NAVD 88
 DS1909.geopotential number by the normal gravity value computed on the
 DS1909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS1909.degrees latitude (g = 980.6199 gals.).
 DS1909
 DS1909.The modeled gravity was interpolated from observed gravity values.
 DS1909
 DS1909;                    North         East    Units  Estimated Accuracy
 DS1909;SPC AR N     -    65,351.      208,836.      MT  (+/- 10 meters HH2 GPS)
 DS1909
 DS1909_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU0025562950(NAD 83)
 DS1909
 DS1909                          SUPERSEDED SURVEY CONTROL
 DS1909
 DS1909.No superseded survey control is available for this station.
 DS1909
 DS1909_MARKER: DV = VERTICAL CONTROL DISK
 DS1909_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DS1909_SP_SET: DECK CONNECTION
 DS1909_STAMPING: M 361 2024
 DS1909_MARK LOGO: ARHD
 DS1909_PROJECTION: FLUSH
 DS1909_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS1909_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS1909_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DS1909+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2024
 DS1909
 DS1909  HISTORY     - Date     Condition        Report By
 DS1909  HISTORY     - 20240328 MONUMENTED       ARHD
 DS1909
 DS1909                          STATION DESCRIPTION
 DS1909
 DS1909'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (JDH)
 DS1909'THE MARK IS LOCATED ABOUT 8.9 MI (14.3 KM) NORTH-NORTHWEST OF BOLES,
 DS1909'5.6 MI (9.0 KM) EAST-SOUTHEAST OF HON AND IN THE TOWN OF WALDRON, AR
 DS1909'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DS1909'
 DS1909'TO REACH FROM THE INTERSECTION OF HIGHWAY 80 AND HIGHWAY 71B, HEAD
 DS1909'NORTH ON HIGHWAY 71B FOR 0.55 MI (0.88 KM) TO THE STATION ON THE LEFT,
 DS1909'NEAR A SIGN FOR POTEAU RIVER, A ALUMINUM CAP SET IN THE CONCRETE
 DS1909'CONNECTING TO THE BRIDGE DECK.
 DS1909'
 DS1909'IT IS 28.1 FT (8.6 M) NORTH OF NORTH END OF POTEAU RIVER BRIDGE AND 18
 DS1909'FT (5.5 M) WEST OF THE CENTERLINE OF HIGHWAY 71B.
 DS1909'
 DS1909'NOTE-BENCH MARK IS LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DS2456 ***********************************************************************
 DS2456  DESIGNATION -  M 362
 DS2456  PID         -  DS2456
 DS2456  STATE/COUNTY-  AR/COLUMBIA
 DS2456  COUNTRY     -  US
 DS2456  USGS QUAD   -  WALDO (2017)
 DS2456
 DS2456                         *CURRENT SURVEY CONTROL
 DS2456  ______________________________________________________________________
 DS2456* NAD 83(1986) POSITION- 33 16 06.1    (N) 093 15 32.3    (W)   HD_HELD2
 DS2456* NAVD 88 ORTHO HEIGHT -    82.185 (meters)      269.64  (feet) ADJUSTED
 DS2456  ______________________________________________________________________
 DS2456  GEOID HEIGHT    -        -26.449 (meters)                     GEOID18
 DS2456  DYNAMIC HEIGHT  -         82.097 (meters)      269.35  (feet) COMP
 DS2456  MODELED GRAVITY -    979,561.6   (mgal)                       NAVD 88
 DS2456
 DS2456  VERT ORDER      -  SECOND    CLASS I
 DS2456
 DS2456.The horizontal coordinates were established by autonomous hand held GPS
 DS2456.observations and have an estimated accuracy of +/- 10 meters.
 DS2456
 DS2456.The orthometric height was determined by differential leveling and
 DS2456.adjusted by the NATIONAL GEODETIC SURVEY
 DS2456.in October 2024.
 DS2456
 DS2456.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS2456.GEOID18 height accuracy estimate available here.
 DS2456
 DS2456.Click photographs - Photos may exist for this station.
 DS2456
 DS2456.The dynamic height is computed by dividing the NAVD 88
 DS2456.geopotential number by the normal gravity value computed on the
 DS2456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS2456.degrees latitude (g = 980.6199 gals.).
 DS2456
 DS2456.The modeled gravity was interpolated from observed gravity values.
 DS2456
 DS2456;                    North         East    Units  Estimated Accuracy
 DS2456;SPC AR S     -   467,458.      282,705.      MT  (+/- 10 meters HH2 GPS)
 DS2456
 DS2456_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS7588181068(NAD 83)
 DS2456
 DS2456                          SUPERSEDED SURVEY CONTROL
 DS2456
 DS2456.No superseded survey control is available for this station.
 DS2456
 DS2456_MARKER: DB = BENCH MARK DISK
 DS2456_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DS2456_SP_SET: RETAINING WALL
 DS2456_STAMPING: M 362 2024
 DS2456_MARK LOGO: ARHD
 DS2456_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS2456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS2456+STABILITY: SURFACE MOTION
 DS2456_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DS2456+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2024
 DS2456
 DS2456  HISTORY     - Date     Condition        Report By
 DS2456  HISTORY     - 20240814 MONUMENTED       ARHD
 DS2456
 DS2456                          STATION DESCRIPTION
 DS2456
 DS2456'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (JDH)
 DS2456'THE MARK IS LOCATED ABOUT 6.8 MI (10.9 KM) NORTH-NORTHEAST OF
 DS2456'MACEDONIA, 6.1 MI (9.8 KM) SOUTH-SOUTHEAST OF WALDO AND 1.2 MI (1.9
 DS2456'KM) WEST OF MAGNOLIA.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DS2456'
 DS2456'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 371 AND STATE HIGHWAY
 DS2456'82B, HEAD WEST ALONG HIGHWAY 371 FOR 0.95 MI (1.53 KM) TO THE ARDOT
 DS2456'MAINTENANCE SHOP.  TURN LEFT AND GO SOUTH THROUGH ARDOT LOT FOR 0.03
 DS2456'MI (0.05 KM) TO THE STATION ON THE LEFT, AN ALUMINUM CAP SET IN THE
 DS2456'WEST SIDE OF THE RAMP.
 DS2456'
 DS2456'IT IS 102 FT (31.1 M) SOUTH OF MAIN GATE TO THE ARDOT MAINTENANCE SHOP
 DS2456'AND 33 FT (10.1 M) WEST OF A CHAIN LINK FENCE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DS3539 ***********************************************************************
 DS3539  DESIGNATION -  M 363
 DS3539  PID         -  DS3539
 DS3539  STATE/COUNTY-  AR/MILLER
 DS3539  COUNTRY     -  US
 DS3539  USGS QUAD   -  TEXARKANA (2019)
 DS3539
 DS3539                         *CURRENT SURVEY CONTROL
 DS3539  ______________________________________________________________________
 DS3539* NAD 83(1986) POSITION- 33 25 11.4    (N) 094 00 46.4    (W)   HD_HELD2
 DS3539* NAVD 88 ORTHO HEIGHT -   109.672 (meters)      359.82  (feet) ADJUSTED
 DS3539  ______________________________________________________________________
 DS3539  GEOID HEIGHT    -        -26.899 (meters)                     GEOID18
 DS3539  DYNAMIC HEIGHT  -        109.555 (meters)      359.43  (feet) COMP
 DS3539  MODELED GRAVITY -    979,571.3   (mgal)                       NAVD 88
 DS3539
 DS3539  VERT ORDER      -  FIRST     CLASS II
 DS3539
 DS3539.The horizontal coordinates were established by autonomous hand held GPS
 DS3539.observations and have an estimated accuracy of +/- 10 meters.
 DS3539
 DS3539.The orthometric height was determined by differential leveling and
 DS3539.adjusted by the NATIONAL GEODETIC SURVEY
 DS3539.in January 2026.
 DS3539
 DS3539.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3539.GEOID18 height accuracy estimate available here.
 DS3539
 DS3539.Click photographs - Photos may exist for this station.
 DS3539
 DS3539.The dynamic height is computed by dividing the NAVD 88
 DS3539.geopotential number by the normal gravity value computed on the
 DS3539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS3539.degrees latitude (g = 980.6199 gals.).
 DS3539
 DS3539.The modeled gravity was interpolated from observed gravity values.
 DS3539
 DS3539;                    North         East    Units  Estimated Accuracy
 DS3539;SPC AR S     -   485,377.      212,802.      MT  (+/- 10 meters HH2 GPS)
 DS3539
 DS3539_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS0582898289(NAD 83)
 DS3539
 DS3539                          SUPERSEDED SURVEY CONTROL
 DS3539
 DS3539.No superseded survey control is available for this station.
 DS3539
 DS3539_MARKER: B = BOLT
 DS3539_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DS3539_SP_SET: POWER POLE BASE
 DS3539_STAMPING: M 363 2025
 DS3539_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS3539_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3539_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DS3539+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2025
 DS3539
 DS3539  HISTORY     - Date     Condition        Report By
 DS3539  HISTORY     - 20250515 MONUMENTED       ARHD
 DS3539
 DS3539                          STATION DESCRIPTION
 DS3539
 DS3539'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2025 (JDH)
 DS3539'THE MARK IS LOCATED ABOUT 11.2 MI (18.0 KM) SOUTHWEST OF HOMAN, 5.1 MI
 DS3539'(8.2 KM) SOUTH-SOUTHWEST OF MANDEVILLE AND 2.1 MI (3.4 KM) SOUTHEAST
 DS3539'OF TEXARKANA.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DS3539'
 DS3539'TO REACH FROM THE INTERSECTION OF US I-49 AND US HIGHWAY 82, HEAD WEST
 DS3539'ALONG HIGHWAY 82 FOR 0.50 MI (0.80 KM) TO CITY STREET SOUTH OATS
 DS3539'STREET.  TURN LEFT AND GO SOUTH ALONG SOUTH OATS STREET FOR 0.75 MI
 DS3539'(1.21 KM) TO THE STATION ON THE RIGHT, A BOLT WITH M 363 STAMPED ON
 DS3539'THE BOLT ON A POWER POLE BASE.
 DS3539'
 DS3539'IT IS 66 FT (20.1 M) SOUTH OF A POWER POLE WITH SWEPCO 52112, 26 FT
 DS3539'(7.9 M) WEST OF OATS STREET CENTERLINE AND 22 FT (6.7 M) NORTH OF
 DS3539'DUDLEY STREET CENTERLINE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DS3564 ***********************************************************************
 DS3564  DESIGNATION -  M 364
 DS3564  PID         -  DS3564
 DS3564  STATE/COUNTY-  AR/MILLER
 DS3564  COUNTRY     -  US
 DS3564  USGS QUAD   -  MANDEVILLE (2017)
 DS3564
 DS3564                         *CURRENT SURVEY CONTROL
 DS3564  ______________________________________________________________________
 DS3564* NAD 83(1986) POSITION- 33 25 45.5    (N) 093 56 59.1    (W)   HD_HELD2
 DS3564* NAVD 88 ORTHO HEIGHT -   103.428 (meters)      339.33  (feet) ADJUSTED
 DS3564  ______________________________________________________________________
 DS3564  GEOID HEIGHT    -        -26.897 (meters)                     GEOID18
 DS3564  DYNAMIC HEIGHT  -        103.317 (meters)      338.97  (feet) COMP
 DS3564  MODELED GRAVITY -    979,569.6   (mgal)                       NAVD 88
 DS3564
 DS3564  VERT ORDER      -  FIRST     CLASS II
 DS3564
 DS3564.The horizontal coordinates were established by autonomous hand held GPS
 DS3564.observations and have an estimated accuracy of +/- 10 meters.
 DS3564
 DS3564.The orthometric height was determined by differential leveling and
 DS3564.adjusted by the NATIONAL GEODETIC SURVEY
 DS3564.in January 2026.
 DS3564
 DS3564.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3564.GEOID18 height accuracy estimate available here.
 DS3564
 DS3564.Click photographs - Photos may exist for this station.
 DS3564
 DS3564.The dynamic height is computed by dividing the NAVD 88
 DS3564.geopotential number by the normal gravity value computed on the
 DS3564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS3564.degrees latitude (g = 980.6199 gals.).
 DS3564
 DS3564.The modeled gravity was interpolated from observed gravity values.
 DS3564
 DS3564;                    North         East    Units  Estimated Accuracy
 DS3564;SPC AR S     -   486,313.      218,693.      MT  (+/- 10 meters HH2 GPS)
 DS3564
 DS3564_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS1170899284(NAD 83)
 DS3564
 DS3564                          SUPERSEDED SURVEY CONTROL
 DS3564
 DS3564.No superseded survey control is available for this station.
 DS3564
 DS3564_MARKER: DB = BENCH MARK DISK
 DS3564_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DS3564_SP_SET: HEADWALL
 DS3564_STAMPING: M 364 2025
 DS3564_MARK LOGO: ARHD
 DS3564_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS3564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS3564+STABILITY: SURFACE MOTION
 DS3564_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DS3564+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2025
 DS3564
 DS3564  HISTORY     - Date     Condition        Report By
 DS3564  HISTORY     - 20250603 MONUMENTED       ARHD
 DS3564
 DS3564                          STATION DESCRIPTION
 DS3564
 DS3564'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2025 (JDH)
 DS3564'THE MARK IS LOCATED ABOUT 8.6 MI (13.8 KM) SOUTH-SOUTHWEST OF HOMAN,
 DS3564'5.1 MI (8.2 KM) EAST OF TEXARKANA AND 3.7 MI (6.0 KM) SOUTH-SOUTHEAST
 DS3564'OF MANDEVILLE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DS3564'
 DS3564'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 237 AND US HIGHWAY 82,
 DS3564'HEAD EAST ALONG HIGHWAY 82 FOR 1.63 MI (2.62 KM) TO THE STATION ON THE
 DS3564'RIGHT, AN ALUMINUM CAP SET IN THE CENTER OF THE SOUTH HEADWALL.
 DS3564'
 DS3564'IT IS 370 FT (112.8 M) WEST OF WARD ROAD CENTERLINE AND 45 FT (13.7 M)
 DS3564'SOUTH OF HIGHWAY 82 CENTERLINE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0130 ***********************************************************************
 GF0130  DESIGNATION -  M 37
 GF0130  PID         -  GF0130
 GF0130  STATE/COUNTY-  AR/MARION
 GF0130  COUNTRY     -  US
 GF0130  USGS QUAD   -  COTTER SW (2017)
 GF0130
 GF0130                         *CURRENT SURVEY CONTROL
 GF0130  ______________________________________________________________________
 GF0130* NAD 83(1986) POSITION- 36 15 07.     (N) 092 44 06.     (W)   SCALED
 GF0130* NAVD 88 ORTHO HEIGHT -   222.110 (meters)      728.71  (feet) ADJUSTED
 GF0130  ______________________________________________________________________
 GF0130  GEOID HEIGHT    -        -28.439 (meters)                     GEOID18
 GF0130  DYNAMIC HEIGHT  -        221.914 (meters)      728.06  (feet) COMP
 GF0130  MODELED GRAVITY -    979,743.8   (mgal)                       NAVD 88
 GF0130
 GF0130  VERT ORDER      -  SECOND    CLASS 0
 GF0130
 GF0130.The horizontal coordinates were scaled from a map and have
 GF0130.an estimated accuracy of +/- 6 seconds.
 GF0130
 GF0130.The orthometric height was determined by differential leveling and
 GF0130.adjusted by the NATIONAL GEODETIC SURVEY
 GF0130.in June 1991.
 GF0130
 GF0130.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0130.GEOID18 height accuracy estimate available here.
 GF0130
 GF0130.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA238119(NAD 83)
 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
 GF0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0130.See file dsdata.pdf to determine how the superseded data were derived.
 GF0130
 GF0130_MARKER: DB = BENCH MARK DISK
 GF0130_SETTING: 66 = SET IN ROCK OUTCROP
 GF0130_STAMPING: M 37 1934
 GF0130_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0103 ***********************************************************************
 GF0103  DESIGNATION -  M 38
 GF0103  PID         -  GF0103
 GF0103  STATE/COUNTY-  AR/FULTON
 GF0103  COUNTRY     -  US
 GF0103  USGS QUAD   -  GAMALIEL (2017)
 GF0103
 GF0103                         *CURRENT SURVEY CONTROL
 GF0103  ______________________________________________________________________
 GF0103* NAD 83(1986) POSITION- 36 22 31.     (N) 092 08 47.     (W)   SCALED
 GF0103* NAVD 88 ORTHO HEIGHT -   266.083 (meters)      872.97  (feet) ADJUSTED
 GF0103  ______________________________________________________________________
 GF0103  GEOID HEIGHT    -        -28.304 (meters)                     GEOID18
 GF0103  DYNAMIC HEIGHT  -        265.859 (meters)      872.24  (feet) COMP
 GF0103  MODELED GRAVITY -    979,782.8   (mgal)                       NAVD 88
 GF0103
 GF0103  VERT ORDER      -  SECOND    CLASS 0
 GF0103
 GF0103.The horizontal coordinates were scaled from a map and have
 GF0103.an estimated accuracy of +/- 6 seconds.
 GF0103
 GF0103.The orthometric height was determined by differential leveling and
 GF0103.adjusted by the NATIONAL GEODETIC SURVEY
 GF0103.in June 1991.
 GF0103
 GF0103.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0103.GEOID18 height accuracy estimate available here.
 GF0103
 GF0103.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA765259(NAD 83)
 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
 GF0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0103.See file dsdata.pdf to determine how the superseded data were derived.
 GF0103
 GF0103_MARKER: DB = BENCH MARK DISK
 GF0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0103_STAMPING: M 38 1934
 GF0103_MARK LOGO: CGS
 GF0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0103+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0065 ***********************************************************************
 GF0065  DESIGNATION -  M 39
 GF0065  PID         -  GF0065
 GF0065  STATE/COUNTY-  AR/IZARD
 GF0065  COUNTRY     -  US
 GF0065  USGS QUAD   -  CALICO ROCK (2017)
 GF0065
 GF0065                         *CURRENT SURVEY CONTROL
 GF0065  ______________________________________________________________________
 GF0065* NAD 83(1986) POSITION- 36 06 59.     (N) 092 08 39.     (W)   SCALED
 GF0065* NAVD 88 ORTHO HEIGHT -   112.002 (meters)      367.46  (feet) ADJUSTED
 GF0065  ______________________________________________________________________
 GF0065  GEOID HEIGHT    -        -28.090 (meters)                     GEOID18
 GF0065  DYNAMIC HEIGHT  -        111.907 (meters)      367.15  (feet) COMP
 GF0065  MODELED GRAVITY -    979,787.8   (mgal)                       NAVD 88
 GF0065
 GF0065  VERT ORDER      -  SECOND    CLASS 0
 GF0065
 GF0065.The horizontal coordinates were scaled from a map and have
 GF0065.an estimated accuracy of +/- 6 seconds.
 GF0065
 GF0065.The orthometric height was determined by differential leveling and
 GF0065.adjusted by the NATIONAL GEODETIC SURVEY
 GF0065.in June 1991.
 GF0065
 GF0065.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0065.GEOID18 height accuracy estimate available here.
 GF0065
 GF0065.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV770971(NAD 83)
 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
 GF0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0065.See file dsdata.pdf to determine how the superseded data were derived.
 GF0065
 GF0065_MARKER: DB = BENCH MARK DISK
 GF0065_SETTING: 66 = SET IN ROCK OUTCROP
 GF0065_STAMPING: M 39 1934
 GF0065_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1421 ***********************************************************************
 EJ1421  DESIGNATION -  M 39
 EJ1421  PID         -  EJ1421
 EJ1421  STATE/COUNTY-  AR/PIKE
 EJ1421  COUNTRY     -  US
 EJ1421  USGS QUAD   -  LODI (2017)
 EJ1421
 EJ1421                         *CURRENT SURVEY CONTROL
 EJ1421  ______________________________________________________________________
 EJ1421* NAD 83(1986) POSITION- 34 18 46.77   (N) 093 40 38.39   (W)   HD_HELD1
 EJ1421* NAVD 88 ORTHO HEIGHT -   270.946 (meters)      888.93  (feet) ADJUSTED
 EJ1421  ______________________________________________________________________
 EJ1421  GEOID HEIGHT    -        -27.832 (meters)                     GEOID18
 EJ1421  DYNAMIC HEIGHT  -        270.668 (meters)      888.02  (feet) COMP
 EJ1421  MODELED GRAVITY -    979,605.5   (mgal)                       NAVD 88
 EJ1421
 EJ1421  VERT ORDER      -  SECOND    CLASS 0
 EJ1421
 EJ1421.The horizontal coordinates were determined by differentially corrected
 EJ1421.hand held GPS observations or other comparable positioning techniques
 EJ1421.and have an estimated accuracy of +/- 3 meters.
 EJ1421
 EJ1421.The orthometric height was determined by differential leveling and
 EJ1421.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1421.in June 1991.
 EJ1421
 EJ1421.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1421.GEOID18 height accuracy estimate available here.
 EJ1421
 EJ1421.Click photographs - Photos may exist for this station.
 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     -   583,863.5     245,628.5     MT  (+/- 3 meters HH1 GPS) 
 EJ1421
 EJ1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT3767997068(NAD 83)
 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
 EJ1421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1421.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1421
 EJ1421_MARKER: DB = BENCH MARK DISK
 EJ1421_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ1421_STAMPING: M 39 1934
 EJ1421_MARK LOGO: CGS
 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             CGS
 EJ1421  HISTORY     - 1966     MARK NOT FOUND   CGS
 EJ1421  HISTORY     - 1976     MARK NOT FOUND   USGS
 EJ1421
 EJ1421                          STATION DESCRIPTION
 EJ1421
 EJ1421'DESCRIBED BY COAST AND 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1449 ***********************************************************************
 EJ1449  DESIGNATION -  M 4
 EJ1449  PID         -  EJ1449
 EJ1449  STATE/COUNTY-  AR/MONTGOMERY
 EJ1449  COUNTRY     -  US
 EJ1449  USGS QUAD   -  POLK CREEK MOUNTAIN (2017)
 EJ1449
 EJ1449                         *CURRENT SURVEY CONTROL
 EJ1449  ______________________________________________________________________
 EJ1449* NAD 83(1986) POSITION- 34 26 54.     (N) 093 49 23.     (W)   SCALED
 EJ1449* NAVD 88 ORTHO HEIGHT -   288.796 (meters)      947.49  (feet) ADJUSTED
 EJ1449  ______________________________________________________________________
 EJ1449  GEOID HEIGHT    -        -28.413 (meters)                     GEOID18
 EJ1449  DYNAMIC HEIGHT  -        288.497 (meters)      946.51  (feet) COMP
 EJ1449  MODELED GRAVITY -    979,593.6   (mgal)                       NAVD 88
 EJ1449
 EJ1449  VERT ORDER      -  SECOND    CLASS 0
 EJ1449
 EJ1449.The horizontal coordinates were scaled from a map and have
 EJ1449.an estimated accuracy of +/- 6 seconds.
 EJ1449
 EJ1449.The orthometric height was determined by differential leveling and
 EJ1449.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1449.in June 1991.
 EJ1449
 EJ1449.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1449.GEOID18 height accuracy estimate available here.
 EJ1449
 EJ1449.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU243121(NAD 83)
 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
 EJ1449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1449.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1449
 EJ1449_MARKER: DB = BENCH MARK DISK
 EJ1449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1449_STAMPING: M 4 1934
 EJ1449_MARK LOGO: CGS
 EJ1449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1449+STABILITY: SURFACE MOTION
 EJ1449
 EJ1449  HISTORY     - Date     Condition        Report By
 EJ1449  HISTORY     - 1934     MONUMENTED       CGS
 EJ1449  HISTORY     - 1935     GOOD             CGS
 EJ1449  HISTORY     - 1961     MARK NOT FOUND   CGS
 EJ1449  HISTORY     - 1978     MARK NOT FOUND   USGS
 EJ1449
 EJ1449                          STATION DESCRIPTION
 EJ1449
 EJ1449'DESCRIBED BY COAST AND 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FF0109 ***********************************************************************
 FF0109  DESIGNATION -  M 4
 FF0109  PID         -  FF0109
 FF0109  STATE/COUNTY-  AR/POINSETT
 FF0109  COUNTRY     -  US
 FF0109  USGS QUAD   -  TYRONZA (2017)
 FF0109
 FF0109                         *CURRENT SURVEY CONTROL
 FF0109  ______________________________________________________________________
 FF0109* NAD 83(1986) POSITION- 35 29 21.     (N) 090 21 16.     (W)   SCALED
 FF0109* NAVD 88 ORTHO HEIGHT -    67.469 (meters)      221.35  (feet) ADJUSTED
 FF0109  ______________________________________________________________________
 FF0109  GEOID HEIGHT    -        -27.664 (meters)                     GEOID18
 FF0109  DYNAMIC HEIGHT  -         67.410 (meters)      221.16  (feet) COMP
 FF0109  MODELED GRAVITY -    979,754.9   (mgal)                       NAVD 88
 FF0109
 FF0109  VERT ORDER      -  FIRST     CLASS II
 FF0109
 FF0109.The horizontal coordinates were scaled from a map and have
 FF0109.an estimated accuracy of +/- 6 seconds.
 FF0109
 FF0109.The orthometric height was determined by differential leveling and
 FF0109.adjusted by the NATIONAL GEODETIC SURVEY
 FF0109.in June 1991.
 FF0109
 FF0109.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0109.GEOID18 height accuracy estimate available here.
 FF0109
 FF0109.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV399305(NAD 83)
 FF0109
 FF0109                          SUPERSEDED SURVEY CONTROL
 FF0109
 FF0109  NGVD 29 (11/26/84)   67.409  (m)          221.16   (f) ADJUSTED    1 2
 FF0109
 FF0109.Superseded values are not recommended for survey control.
 FF0109
 FF0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0109.See file dsdata.pdf to determine how the superseded data were derived.
 FF0109
 FF0109_MARKER: DB = BENCH MARK DISK
 FF0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0109_STAMPING: 221.158 M 4 1928
 FF0109_MARK LOGO: CGS
 FF0109_PROJECTION: PROJECTING 8 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0597 ***********************************************************************
 GE0597  DESIGNATION -  M 40
 GE0597  PID         -  GE0597
 GE0597  STATE/COUNTY-  AR/SHARP
 GE0597  COUNTRY     -  US
 GE0597  USGS QUAD   -  ASH FLAT (2017)
 GE0597
 GE0597                         *CURRENT SURVEY CONTROL
 GE0597  ______________________________________________________________________
 GE0597* NAD 83(1986) POSITION- 36 14 46.     (N) 091 36 50.     (W)   SCALED
 GE0597* NAVD 88 ORTHO HEIGHT -   208.385 (meters)      683.68  (feet) ADJUSTED
 GE0597  ______________________________________________________________________
 GE0597  GEOID HEIGHT    -        -28.217 (meters)                     GEOID18
 GE0597  DYNAMIC HEIGHT  -        208.210 (meters)      683.10  (feet) COMP
 GE0597  MODELED GRAVITY -    979,785.1   (mgal)                       NAVD 88
 GE0597
 GE0597  VERT ORDER      -  SECOND    CLASS 0
 GE0597
 GE0597.The horizontal coordinates were scaled from a map and have
 GE0597.an estimated accuracy of +/- 6 seconds.
 GE0597
 GE0597.The orthometric height was determined by differential leveling and
 GE0597.adjusted by the NATIONAL GEODETIC SURVEY
 GE0597.in June 1991.
 GE0597
 GE0597.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0597.GEOID18 height accuracy estimate available here.
 GE0597
 GE0597.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA245121(NAD 83)
 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
 GE0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0597.See file dsdata.pdf to determine how the superseded data were derived.
 GE0597
 GE0597_MARKER: DB = BENCH MARK DISK
 GE0597_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GE0597_STAMPING: M 40 1934
 GE0597_MARK LOGO: CGS
 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 DEPARTMENT OF TRANSPORTATION 2003 (DFC)
 GE0597'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GE0300 ***********************************************************************
 GE0300  DESIGNATION -  M 41
 GE0300  PID         -  GE0300
 GE0300  STATE/COUNTY-  AR/RANDOLPH
 GE0300  COUNTRY     -  US
 GE0300  USGS QUAD   -  POCAHONTAS (2017)
 GE0300
 GE0300                         *CURRENT SURVEY CONTROL
 GE0300  ______________________________________________________________________
 GE0300* NAD 83(1986) POSITION- 36 22 27.     (N) 090 55 15.     (W)   SCALED
 GE0300* NAVD 88 ORTHO HEIGHT -   117.960 (meters)      387.01  (feet) ADJUSTED
 GE0300  ______________________________________________________________________
 GE0300  GEOID HEIGHT    -        -28.510 (meters)                     GEOID18
 GE0300  DYNAMIC HEIGHT  -        117.865 (meters)      386.70  (feet) COMP
 GE0300  MODELED GRAVITY -    979,826.1   (mgal)                       NAVD 88
 GE0300
 GE0300  VERT ORDER      -  SECOND    CLASS 0
 GE0300
 GE0300.The horizontal coordinates were scaled from a map and have
 GE0300.an estimated accuracy of +/- 6 seconds.
 GE0300
 GE0300.The orthometric height was determined by differential leveling and
 GE0300.adjusted by the NATIONAL GEODETIC SURVEY
 GE0300.in June 1991.
 GE0300
 GE0300.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0300.GEOID18 height accuracy estimate available here.
 GE0300
 GE0300.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA865274(NAD 83)
 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
 GE0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0300.See file dsdata.pdf to determine how the superseded data were derived.
 GE0300
 GE0300_MARKER: DB = BENCH MARK DISK
 GE0300_SETTING: 66 = SET IN ROCK OUTCROP
 GE0300_STAMPING: M 41 1934
 GE0300_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1556 ***********************************************************************
 FF1556  DESIGNATION -  M 42
 FF1556  PID         -  FF1556
 FF1556  STATE/COUNTY-  AR/INDEPENDENCE
 FF1556  COUNTRY     -  US
 FF1556  USGS QUAD   -  CONCORD (2017)
 FF1556
 FF1556                         *CURRENT SURVEY CONTROL
 FF1556  ______________________________________________________________________
 FF1556* NAD 83(1986) POSITION- 35 41 58.     (N) 091 45 39.     (W)   SCALED
 FF1556* NAVD 88 ORTHO HEIGHT -   290.824 (meters)      954.15  (feet) ADJUSTED
 FF1556  ______________________________________________________________________
 FF1556  GEOID HEIGHT    -        -27.422 (meters)                     GEOID18
 FF1556  DYNAMIC HEIGHT  -        290.567 (meters)      953.30  (feet) COMP
 FF1556  MODELED GRAVITY -    979,741.1   (mgal)                       NAVD 88
 FF1556
 FF1556  VERT ORDER      -  SECOND    CLASS 0
 FF1556
 FF1556.The horizontal coordinates were scaled from a map and have
 FF1556.an estimated accuracy of +/- 6 seconds.
 FF1556
 FF1556.The orthometric height was determined by differential leveling and
 FF1556.adjusted by the NATIONAL GEODETIC SURVEY
 FF1556.in June 1991.
 FF1556
 FF1556.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1556.GEOID18 height accuracy estimate available here.
 FF1556
 FF1556.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV121513(NAD 83)
 FF1556
 FF1556                          SUPERSEDED SURVEY CONTROL
 FF1556
 FF1556  NGVD 29 (11/26/84)  290.750  (m)          953.90   (f) ADJUSTED    2 0
 FF1556
 FF1556.Superseded values are not recommended for survey control.
 FF1556
 FF1556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1556.See file dsdata.pdf to determine how the superseded data were derived.
 FF1556
 FF1556_MARKER: DB = BENCH MARK DISK
 FF1556_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF1556_STAMPING: M 42 1935 953.902
 FF1556_MARK LOGO: CGS
 FF1556_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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  HISTORY     - 20111109 MARK NOT FOUND   ARHD
 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.
 FF1556
 FF1556                          STATION RECOVERY (2011)
 FF1556
 FF1556'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (KWS)
 FF1556'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1131 ***********************************************************************
 FF1131  DESIGNATION -  M 43
 FF1131  PID         -  FF1131
 FF1131  STATE/COUNTY-  AR/INDEPENDENCE
 FF1131  COUNTRY     -  US
 FF1131  USGS QUAD   -  NEWARK (2017)
 FF1131
 FF1131                         *CURRENT SURVEY CONTROL
 FF1131  ______________________________________________________________________
 FF1131* NAD 83(1986) POSITION- 35 41 44.     (N) 091 26 39.     (W)   SCALED
 FF1131* NAVD 88 ORTHO HEIGHT -    73.967 (meters)      242.67  (feet) ADJUSTED
 FF1131  ______________________________________________________________________
 FF1131  GEOID HEIGHT    -        -27.531 (meters)                     GEOID18
 FF1131  DYNAMIC HEIGHT  -         73.904 (meters)      242.47  (feet) COMP
 FF1131  MODELED GRAVITY -    979,781.7   (mgal)                       NAVD 88
 FF1131
 FF1131  VERT ORDER      -  SECOND    CLASS 0
 FF1131
 FF1131.The horizontal coordinates were scaled from a map and have
 FF1131.an estimated accuracy of +/- 6 seconds.
 FF1131
 FF1131.The orthometric height was determined by differential leveling and
 FF1131.adjusted by the NATIONAL GEODETIC SURVEY
 FF1131.in June 1991.
 FF1131
 FF1131.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1131.GEOID18 height accuracy estimate available here.
 FF1131
 FF1131.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV407512(NAD 83)
 FF1131
 FF1131                          SUPERSEDED SURVEY CONTROL
 FF1131
 FF1131  NGVD 29 (11/26/84)   73.895  (m)          242.44   (f) ADJUSTED    2 0
 FF1131
 FF1131.Superseded values are not recommended for survey control.
 FF1131
 FF1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1131.See file dsdata.pdf to determine how the superseded data were derived.
 FF1131
 FF1131_MARKER: DB = BENCH MARK DISK
 FF1131_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF1131_STAMPING: M 43 1935
 FF1131_MARK LOGO: CGS
 FF1131_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1458 ***********************************************************************
 EJ1458  DESIGNATION -  M 43
 EJ1458  PID         -  EJ1458
 EJ1458  STATE/COUNTY-  AR/POLK
 EJ1458  COUNTRY     -  US
 EJ1458  USGS QUAD   -  BIG FORK (2017)
 EJ1458
 EJ1458                         *CURRENT SURVEY CONTROL
 EJ1458  ______________________________________________________________________
 EJ1458* NAD 83(1986) POSITION- 34 26 01.     (N) 093 57 10.     (W)   SCALED
 EJ1458* NAVD 88 ORTHO HEIGHT -   418.318 (meters)     1372.43  (feet) ADJUSTED
 EJ1458  ______________________________________________________________________
 EJ1458  GEOID HEIGHT    -        -28.537 (meters)                     GEOID18
 EJ1458  DYNAMIC HEIGHT  -        417.877 (meters)     1370.98  (feet) COMP
 EJ1458  MODELED GRAVITY -    979,569.1   (mgal)                       NAVD 88
 EJ1458
 EJ1458  VERT ORDER      -  SECOND    CLASS 0
 EJ1458
 EJ1458.The horizontal coordinates were scaled from a map and have
 EJ1458.an estimated accuracy of +/- 6 seconds.
 EJ1458
 EJ1458.The orthometric height was determined by differential leveling and
 EJ1458.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1458.in June 1991.
 EJ1458
 EJ1458.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1458.GEOID18 height accuracy estimate available here.
 EJ1458
 EJ1458.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU124106(NAD 83)
 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
 EJ1458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1458.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1458
 EJ1458_MARKER: DD = SURVEY DISK
 EJ1458_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ1458_STAMPING: M 43 1934
 EJ1458_MARK LOGO: CGS+SS
 EJ1458_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1458
 EJ1458  HISTORY     - Date     Condition        Report By
 EJ1458  HISTORY     - 1934     MONUMENTED       ARGS
 EJ1458  HISTORY     - 1935     GOOD             CGS
 EJ1458  HISTORY     - 1961     GOOD             CGS
 EJ1458
 EJ1458                          STATION DESCRIPTION
 EJ1458
 EJ1458'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1961
 EJ1458'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GE0492 ***********************************************************************
 GE0492  DESIGNATION -  M 44
 GE0492  PID         -  GE0492
 GE0492  STATE/COUNTY-  AR/LAWRENCE
 GE0492  COUNTRY     -  US
 GE0492  USGS QUAD   -  EATON (2017)
 GE0492
 GE0492                         *CURRENT SURVEY CONTROL
 GE0492  ______________________________________________________________________
 GE0492* NAD 83(1986) POSITION- 36 02 34.     (N) 091 12 46.     (W)   SCALED
 GE0492* NAVD 88 ORTHO HEIGHT -    88.850 (meters)      291.50  (feet) ADJUSTED
 GE0492  ______________________________________________________________________
 GE0492  GEOID HEIGHT    -        -28.166 (meters)                     GEOID18
 GE0492  DYNAMIC HEIGHT  -         88.775 (meters)      291.26  (feet) COMP
 GE0492  MODELED GRAVITY -    979,787.4   (mgal)                       NAVD 88
 GE0492
 GE0492  VERT ORDER      -  SECOND    CLASS 0
 GE0492
 GE0492.The horizontal coordinates were scaled from a map and have
 GE0492.an estimated accuracy of +/- 6 seconds.
 GE0492
 GE0492.The orthometric height was determined by differential leveling and
 GE0492.adjusted by the NATIONAL GEODETIC SURVEY
 GE0492.in June 1991.
 GE0492
 GE0492.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0492.GEOID18 height accuracy estimate available here.
 GE0492
 GE0492.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV609901(NAD 83)
 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
 GE0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0492.See file dsdata.pdf to determine how the superseded data were derived.
 GE0492
 GE0492_MARKER: DB = BENCH MARK DISK
 GE0492_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GE0492_STAMPING: M 44 1935 291.207
 GE0492_MARK LOGO: CGS
 GE0492_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0492
 GE0492  HISTORY     - Date     Condition        Report By
 GE0492  HISTORY     - 1935     MONUMENTED       CGS
 GE0492  HISTORY     - 1949     GOOD             CGS
 GE0492  HISTORY     - 1964     POOR             USGS
 GE0492  HISTORY     - 20141203 MARK NOT FOUND   ARHD
 GE0492
 GE0492                          STATION DESCRIPTION
 GE0492
 GE0492'DESCRIBED BY COAST AND 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.
 GE0492
 GE0492                          STATION RECOVERY (2014)
 GE0492
 GE0492'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (BAB)
 GE0492'LAND OWNER SAID DIRT WORK HAD BEEN DONE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1441 ***********************************************************************
 EJ1441  DESIGNATION -  M 44
 EJ1441  PID         -  EJ1441
 EJ1441  STATE/COUNTY-  AR/PIKE
 EJ1441  COUNTRY     -  US
 EJ1441  USGS QUAD   -  LANGLEY (2017)
 EJ1441
 EJ1441                         *CURRENT SURVEY CONTROL
 EJ1441  ______________________________________________________________________
 EJ1441* NAD 83(1986) POSITION- 34 20 55.73   (N) 093 50 22.17   (W)   HD_HELD1
 EJ1441* NAVD 88 ORTHO HEIGHT -   257.421 (meters)      844.56  (feet) ADJUSTED
 EJ1441  ______________________________________________________________________
 EJ1441  GEOID HEIGHT    -        -28.080 (meters)                     GEOID18
 EJ1441  DYNAMIC HEIGHT  -        257.156 (meters)      843.69  (feet) COMP
 EJ1441  MODELED GRAVITY -    979,596.8   (mgal)                       NAVD 88
 EJ1441
 EJ1441  VERT ORDER      -  SECOND    CLASS 0
 EJ1441
 EJ1441.The horizontal coordinates were determined by differentially corrected
 EJ1441.hand held GPS observations or other comparable positioning techniques
 EJ1441.and have an estimated accuracy of +/- 3 meters.
 EJ1441
 EJ1441.The orthometric height was determined by differential leveling and
 EJ1441.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1441.in June 1991.
 EJ1441
 EJ1441.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1441.GEOID18 height accuracy estimate available here.
 EJ1441
 EJ1441.Click photographs - Photos may exist for this station.
 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     -   588,092.6     230,777.1     MT  (+/- 3 meters HH1 GPS) 
 EJ1441
 EJ1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU2279201152(NAD 83)
 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
 EJ1441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1441.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1441
 EJ1441_MARKER: DB = BENCH MARK DISK
 EJ1441_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ1441_STAMPING: M 44 1934
 EJ1441_MARK LOGO: CGS
 EJ1441_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1306 ***********************************************************************
 FG1306  DESIGNATION -  M 45
 FG1306  PID         -  FG1306
 FG1306  STATE/COUNTY-  AR/LOGAN
 FG1306  COUNTRY     -  US
 FG1306  USGS QUAD   -  BOONEVILLE (2017)
 FG1306
 FG1306                         *CURRENT SURVEY CONTROL
 FG1306  ______________________________________________________________________
 FG1306* NAD 83(1986) POSITION- 35 10 43.     (N) 093 55 23.     (W)   SCALED
 FG1306* NAVD 88 ORTHO HEIGHT -   213.738 (meters)      701.24  (feet) ADJUSTED
 FG1306  ______________________________________________________________________
 FG1306  GEOID HEIGHT    -        -30.092 (meters)                     GEOID18
 FG1306  DYNAMIC HEIGHT  -        213.531 (meters)      700.56  (feet) COMP
 FG1306  MODELED GRAVITY -    979,662.3   (mgal)                       NAVD 88
 FG1306
 FG1306  VERT ORDER      -  SECOND    CLASS 0
 FG1306
 FG1306.The horizontal coordinates were scaled from a map and have
 FG1306.an estimated accuracy of +/- 6 seconds.
 FG1306
 FG1306.The orthometric height was determined by differential leveling and
 FG1306.adjusted by the NATIONAL GEODETIC SURVEY
 FG1306.in June 1991.
 FG1306
 FG1306.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1306.GEOID18 height accuracy estimate available here.
 FG1306
 FG1306.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU159932(NAD 83)
 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
 FG1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1306.See file dsdata.pdf to determine how the superseded data were derived.
 FG1306
 FG1306_MARKER: DB = BENCH MARK DISK
 FG1306_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG1306_STAMPING: M 45 1934
 FG1306_MARK LOGO: CGS
 FG1306_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG1306
 FG1306  HISTORY     - Date     Condition        Report By
 FG1306  HISTORY     - 1934     MONUMENTED       CGS
 FG1306  HISTORY     - 1959     GOOD             CGS
 FG1306  HISTORY     - 1978     MARK NOT FOUND   USGS
 FG1306
 FG1306                          STATION DESCRIPTION
 FG1306
 FG1306'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1438 ***********************************************************************
 EJ1438  DESIGNATION -  M 45
 EJ1438  PID         -  EJ1438
 EJ1438  STATE/COUNTY-  AR/MONTGOMERY
 EJ1438  COUNTRY     -  US
 EJ1438  USGS QUAD   -  BIG FORK (2017)
 EJ1438
 EJ1438                         *CURRENT SURVEY CONTROL
 EJ1438  ______________________________________________________________________
 EJ1438* NAD 83(1986) POSITION- 34 24 08.     (N) 093 53 33.     (W)   SCALED
 EJ1438* NAVD 88 ORTHO HEIGHT -   314.433 (meters)     1031.60  (feet) ADJUSTED
 EJ1438  ______________________________________________________________________
 EJ1438  GEOID HEIGHT    -        -28.311 (meters)                     GEOID18
 EJ1438  DYNAMIC HEIGHT  -        314.106 (meters)     1030.53  (feet) COMP
 EJ1438  MODELED GRAVITY -    979,586.3   (mgal)                       NAVD 88
 EJ1438
 EJ1438  VERT ORDER      -  SECOND    CLASS 0
 EJ1438
 EJ1438.The horizontal coordinates were scaled from a map and have
 EJ1438.an estimated accuracy of +/- 6 seconds.
 EJ1438
 EJ1438.The orthometric height was determined by differential leveling and
 EJ1438.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1438.in June 1991.
 EJ1438
 EJ1438.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1438.GEOID18 height accuracy estimate available here.
 EJ1438
 EJ1438.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU179071(NAD 83)
 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
 EJ1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1438.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1438
 EJ1438_MARKER: DB = BENCH MARK DISK
 EJ1438_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ1438_STAMPING: M 45 1934
 EJ1438_MARK LOGO: CGS
 EJ1438_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1438
 EJ1438  HISTORY     - Date     Condition        Report By
 EJ1438  HISTORY     - 1934     MONUMENTED       CGS
 EJ1438  HISTORY     - 1935     GOOD             CGS
 EJ1438  HISTORY     - 1961     MARK NOT FOUND   CGS
 EJ1438  HISTORY     - 1978     MARK NOT FOUND   USGS
 EJ1438
 EJ1438                          STATION DESCRIPTION
 EJ1438
 EJ1438'DESCRIBED BY COAST AND 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG1283 ***********************************************************************
 FG1283  DESIGNATION -  M 46
 FG1283  PID         -  FG1283
 FG1283  STATE/COUNTY-  AR/YELL
 FG1283  COUNTRY     -  US
 FG1283  USGS QUAD   -  MAGAZINE MOUNTAIN NE (2017)
 FG1283
 FG1283                         *CURRENT SURVEY CONTROL
 FG1283  ______________________________________________________________________
 FG1283* NAD 83(1986) POSITION- 35 07 32.     (N) 093 36 10.     (W)   SCALED
 FG1283* NAVD 88 ORTHO HEIGHT -   147.988 (meters)      485.52  (feet) ADJUSTED
 FG1283  ______________________________________________________________________
 FG1283  GEOID HEIGHT    -        -29.762 (meters)                     GEOID18
 FG1283  DYNAMIC HEIGHT  -        147.841 (meters)      485.04  (feet) COMP
 FG1283  MODELED GRAVITY -    979,644.0   (mgal)                       NAVD 88
 FG1283
 FG1283  VERT ORDER      -  SECOND    CLASS I
 FG1283
 FG1283.The horizontal coordinates were scaled from a map and have
 FG1283.an estimated accuracy of +/- 6 seconds.
 FG1283
 FG1283.The orthometric height was determined by differential leveling and
 FG1283.adjusted by the NATIONAL GEODETIC SURVEY
 FG1283.in September 2023.
 FG1283
 FG1283.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1283.GEOID18 height accuracy estimate available here.
 FG1283
 FG1283.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU450871(NAD 83)
 FG1283
 FG1283                          SUPERSEDED SURVEY CONTROL
 FG1283
 FG1283  NAVD 88 (06/15/91)  147.975  (m)          485.48   (f) SUPERSEDED  2 0
 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
 FG1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1283.See file dsdata.pdf to determine how the superseded data were derived.
 FG1283
 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_MARK LOGO: CGS
 FG1283_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1283
 FG1283  HISTORY     - Date     Condition        Report By
 FG1283  HISTORY     - 1934     MONUMENTED       CGS
 FG1283  HISTORY     - 1964     GOOD             CGS
 FG1283  HISTORY     - 20221220 MARK NOT FOUND   ARHD
 FG1283
 FG1283                          STATION DESCRIPTION
 FG1283
 FG1283'DESCRIBED BY COAST AND 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.
 FG1283
 FG1283                          STATION RECOVERY (2022)
 FG1283
 FG1283'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2022 (CW)
 FG1283'THE STONES ARE NOT ON TOP OF THE CONCRETE ABUTMENT.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1072 ***********************************************************************
 FG1072  DESIGNATION -  M 47
 FG1072  PID         -  FG1072
 FG1072  STATE/COUNTY-  AR/POPE
 FG1072  COUNTRY     -  US
 FG1072  USGS QUAD   -  LEE MOUNTAIN (2017)
 FG1072
 FG1072                         *CURRENT SURVEY CONTROL
 FG1072  ______________________________________________________________________
 FG1072* NAD 83(1986) POSITION- 35 28 02.     (N) 093 08 14.     (W)   SCALED
 FG1072* NAVD 88 ORTHO HEIGHT -   217.986 (meters)      715.18  (feet) ADJUSTED
 FG1072  ______________________________________________________________________
 FG1072  GEOID HEIGHT    -        -28.840 (meters)                     GEOID18
 FG1072  DYNAMIC HEIGHT  -        217.782 (meters)      714.51  (feet) COMP
 FG1072  MODELED GRAVITY -    979,692.7   (mgal)                       NAVD 88
 FG1072
 FG1072  VERT ORDER      -  SECOND    CLASS 0
 FG1072
 FG1072.The horizontal coordinates were scaled from a map and have
 FG1072.an estimated accuracy of +/- 6 seconds.
 FG1072
 FG1072.The orthometric height was determined by differential leveling and
 FG1072.adjusted by the NATIONAL GEODETIC SURVEY
 FG1072.in June 1991.
 FG1072
 FG1072.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1072.GEOID18 height accuracy estimate available here.
 FG1072
 FG1072.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV875248(NAD 83)
 FG1072
 FG1072                          SUPERSEDED SURVEY CONTROL
 FG1072
 FG1072  NGVD 29 (??/??/92)  217.937  (m)          715.02   (f) ADJ UNCH    2 0
 FG1072
 FG1072.Superseded values are not recommended for survey control.
 FG1072
 FG1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1072.See file dsdata.pdf to determine how the superseded data were derived.
 FG1072
 FG1072_MARKER: DB = BENCH MARK DISK
 FG1072_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG1072_STAMPING: M 47 1934
 FG1072_MARK LOGO: CGS
 FG1072_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG1072
 FG1072  HISTORY     - Date     Condition        Report By
 FG1072  HISTORY     - 1934     MONUMENTED       CGS
 FG1072  HISTORY     - 1960     MARK NOT FOUND   USGS
 FG1072  HISTORY     - 20100714 MARK NOT FOUND   ARHD
 FG1072  HISTORY     - 20110926 MARK NOT FOUND   ARHD
 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.
 FG1072
 FG1072                          STATION RECOVERY (2010)
 FG1072
 FG1072'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2010 (ST)
 FG1072'MARK NOT FOUND.
 FG1072
 FG1072                          STATION RECOVERY (2011)
 FG1072
 FG1072'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (SES)
 FG1072'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0056 ***********************************************************************
 FG0056  DESIGNATION -  M 48
 FG0056  PID         -  FG0056
 FG0056  STATE/COUNTY-  AR/VAN BUREN
 FG0056  COUNTRY     -  US
 FG0056  USGS QUAD   -  CLINTON (2017)
 FG0056
 FG0056                         *CURRENT SURVEY CONTROL
 FG0056  ______________________________________________________________________
 FG0056* NAD 83(1986) POSITION- 35 35 41.     (N) 092 27 42.     (W)   SCALED
 FG0056* NAVD 88 ORTHO HEIGHT -   162.377 (meters)      532.73  (feet) ADJUSTED
 FG0056  ______________________________________________________________________
 FG0056  GEOID HEIGHT    -        -27.948 (meters)                     GEOID18
 FG0056  DYNAMIC HEIGHT  -        162.229 (meters)      532.25  (feet) COMP
 FG0056  MODELED GRAVITY -    979,723.4   (mgal)                       NAVD 88
 FG0056
 FG0056  VERT ORDER      -  SECOND    CLASS 0
 FG0056
 FG0056.The horizontal coordinates were scaled from a map and have
 FG0056.an estimated accuracy of +/- 6 seconds.
 FG0056
 FG0056.The orthometric height was determined by differential leveling and
 FG0056.adjusted by the NATIONAL GEODETIC SURVEY
 FG0056.in June 1991.
 FG0056
 FG0056.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0056.GEOID18 height accuracy estimate available here.
 FG0056
 FG0056.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV487391(NAD 83)
 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
 FG0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0056.See file dsdata.pdf to determine how the superseded data were derived.
 FG0056
 FG0056_MARKER: DB = BENCH MARK DISK
 FG0056_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0056_STAMPING: M 48 1934
 FG0056_MARK LOGO: CGS
 FG0056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0056
 FG0056  HISTORY     - Date     Condition        Report By
 FG0056  HISTORY     - 1934     MONUMENTED       CGS
 FG0056  HISTORY     - 1939     GOOD             CGS
 FG0056  HISTORY     - 20250723 MARK NOT FOUND   ARHD
 FG0056
 FG0056                          STATION DESCRIPTION
 FG0056
 FG0056'DESCRIBED BY COAST AND 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.
 FG0056
 FG0056                          STATION RECOVERY (2025)
 FG0056
 FG0056'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2025 (WAT)
 FG0056'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0326 ***********************************************************************
 FG0326  DESIGNATION -  M 49
 FG0326  PID         -  FG0326
 FG0326  STATE/COUNTY-  AR/CONWAY
 FG0326  COUNTRY     -  US
 FG0326  USGS QUAD   -  MORRILTON EAST (2017)
 FG0326
 FG0326                         *CURRENT SURVEY CONTROL
 FG0326  ______________________________________________________________________
 FG0326* NAD 83(1986) POSITION- 35 09 09.0    (N) 092 44 40.3    (W)   HD_HELD2
 FG0326* NAVD 88 ORTHO HEIGHT -   117.446 (meters)      385.32  (feet) ADJUSTED
 FG0326  ______________________________________________________________________
 FG0326  GEOID HEIGHT    -        -28.574 (meters)                     GEOID18
 FG0326  DYNAMIC HEIGHT  -        117.335 (meters)      384.96  (feet) COMP
 FG0326  MODELED GRAVITY -    979,688.1   (mgal)                       NAVD 88
 FG0326
 FG0326  VERT ORDER      -  FIRST     CLASS II
 FG0326
 FG0326.The horizontal coordinates were established by autonomous hand held GPS
 FG0326.observations and have an estimated accuracy of +/- 10 meters.
 FG0326
 FG0326.The orthometric height was determined by differential leveling and
 FG0326.adjusted by the NATIONAL GEODETIC SURVEY
 FG0326.in October 2015.
 FG0326
 FG0326.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0326.GEOID18 height accuracy estimate available here.
 FG0326
 FG0326.Click photographs - Photos may exist for this station.
 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     -    91,136.      332,163.      MT  (+/- 10 meters HH2 GPS)
 FG0326
 FG0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU2326889984(NAD 83)
 FG0326
 FG0326                          SUPERSEDED SURVEY CONTROL
 FG0326
 FG0326  NAVD 88 (06/15/91)  117.449  (m)          385.33   (f) SUPERSEDED  1 2
 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
 FG0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0326.See file dsdata.pdf to determine how the superseded data were derived.
 FG0326
 FG0326_MARKER: DB = BENCH MARK DISK
 FG0326_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FG0326_SP_SET: SMALL STRUCTURE FOOTING
 FG0326_STAMPING: M 49 1934
 FG0326_MARK LOGO: CGS
 FG0326_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG0326_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FG0326+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2015
 FG0326
 FG0326  HISTORY     - Date     Condition        Report By
 FG0326  HISTORY     - 1934     MONUMENTED       CGS
 FG0326  HISTORY     - 1967     GOOD             CGS
 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  HISTORY     - 20090520 GOOD             ARHD
 FG0326  HISTORY     - 20151013 GOOD             CONSOL
 FG0326
 FG0326                          STATION DESCRIPTION
 FG0326
 FG0326'DESCRIBED BY COAST AND 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.
 FG0326
 FG0326                          STATION RECOVERY (2009)
 FG0326
 FG0326'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2009 (JDH)
 FG0326'RECOVERED AS DESCRIBED.
 FG0326
 FG0326                          STATION RECOVERY (2015)
 FG0326
 FG0326'RECOVERY NOTE BY CONSOLIDATED LAND SERVICE 2015 (RDG)
 FG0326'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1350 ***********************************************************************
 EJ1350  DESIGNATION -  M 5
 EJ1350  PID         -  EJ1350
 EJ1350  STATE/COUNTY-  AR/PIKE
 EJ1350  COUNTRY     -  US
 EJ1350  USGS QUAD   -  NARROWS DAM (2017)
 EJ1350
 EJ1350                         *CURRENT SURVEY CONTROL
 EJ1350  ______________________________________________________________________
 EJ1350* NAD 83(1986) POSITION- 34 14 47.     (N) 093 41 39.     (W)   SCALED
 EJ1350* NAVD 88 ORTHO HEIGHT -   213.589 (meters)      700.75  (feet) ADJUSTED
 EJ1350  ______________________________________________________________________
 EJ1350  GEOID HEIGHT    -        -27.705 (meters)                     GEOID18
 EJ1350  DYNAMIC HEIGHT  -        213.371 (meters)      700.03  (feet) COMP
 EJ1350  MODELED GRAVITY -    979,610.8   (mgal)                       NAVD 88
 EJ1350
 EJ1350  VERT ORDER      -  SECOND    CLASS 0
 EJ1350
 EJ1350.The horizontal coordinates were scaled from a map and have
 EJ1350.an estimated accuracy of +/- 6 seconds.
 EJ1350
 EJ1350.The orthometric height was determined by differential leveling and
 EJ1350.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1350.in June 1991.
 EJ1350
 EJ1350.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1350.GEOID18 height accuracy estimate available here.
 EJ1350
 EJ1350.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT360896(NAD 83)
 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
 EJ1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1350.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1350
 EJ1350_MARKER: DB = BENCH MARK DISK
 EJ1350_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ1350_STAMPING: M 5 1932
 EJ1350_MARK LOGO: CGS
 EJ1350_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1350
 EJ1350  HISTORY     - Date     Condition        Report By
 EJ1350  HISTORY     - 1932     MONUMENTED       CGS
 EJ1350  HISTORY     - 1934     GOOD             CGS
 EJ1350  HISTORY     - 1962     GOOD             CGS
 EJ1350
 EJ1350                          STATION DESCRIPTION
 EJ1350
 EJ1350'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1962
 EJ1350'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0253 ***********************************************************************
 FF0253  DESIGNATION -  M 5
 FF0253  PID         -  FF0253
 FF0253  STATE/COUNTY-  AR/CRITTENDEN
 FF0253  COUNTRY     -  US
 FF0253  USGS QUAD   -  WEST MEMPHIS (2017)
 FF0253
 FF0253                         *CURRENT SURVEY CONTROL
 FF0253  ______________________________________________________________________
 FF0253* NAD 83(1986) POSITION- 35 07 58.     (N) 090 10 27.     (W)   SCALED
 FF0253* NAVD 88 ORTHO HEIGHT -    65.710 (meters)      215.58  (feet) ADJUSTED
 FF0253  ______________________________________________________________________
 FF0253  GEOID HEIGHT    -        -27.307 (meters)                     GEOID18
 FF0253  DYNAMIC HEIGHT  -         65.650 (meters)      215.39  (feet) COMP
 FF0253  MODELED GRAVITY -    979,731.7   (mgal)                       NAVD 88
 FF0253
 FF0253  VERT ORDER      -  FIRST     CLASS II
 FF0253
 FF0253.The horizontal coordinates were scaled from a map and have
 FF0253.an estimated accuracy of +/- 6 seconds.
 FF0253
 FF0253.The orthometric height was determined by differential leveling and
 FF0253.adjusted by the NATIONAL GEODETIC SURVEY
 FF0253.in June 1991.
 FF0253
 FF0253.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0253.GEOID18 height accuracy estimate available here.
 FF0253
 FF0253.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU574914(NAD 83)
 FF0253
 FF0253                          SUPERSEDED SURVEY CONTROL
 FF0253
 FF0253  NGVD 29 (11/26/84)   65.680  (m)          215.49   (f) ADJUSTED    1 2
 FF0253
 FF0253.Superseded values are not recommended for survey control.
 FF0253
 FF0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0253.See file dsdata.pdf to determine how the superseded data were derived.
 FF0253
 FF0253_MARKER: DB = BENCH MARK DISK
 FF0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0253_STAMPING: M 5 1928
 FF0253_MARK LOGO: CGS
 FF0253_PROJECTION: PROJECTING 15 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FH0066 ***********************************************************************
 FH0066  DESIGNATION -  M 50
 FH0066  PID         -  FH0066
 FH0066  STATE/COUNTY-  AR/WASHINGTON
 FH0066  COUNTRY     -  US
 FH0066  USGS QUAD   -  PRAIRIE GROVE (2017)
 FH0066
 FH0066                         *CURRENT SURVEY CONTROL
 FH0066  ______________________________________________________________________
 FH0066* NAD 83(1986) POSITION- 35 58 30.5    (N) 094 18 57.2    (W)   HD_HELD2
 FH0066* NAVD 88 ORTHO HEIGHT -   355.302 (meters)     1165.69  (feet) ADJUSTED
 FH0066  ______________________________________________________________________
 FH0066  GEOID HEIGHT    -        -28.215 (meters)                     GEOID18
 FH0066  DYNAMIC HEIGHT  -        354.982 (meters)     1164.64  (feet) COMP
 FH0066  MODELED GRAVITY -    979,719.5   (mgal)                       NAVD 88
 FH0066
 FH0066  VERT ORDER      -  SECOND    CLASS 0
 FH0066
 FH0066.The horizontal coordinates were established by autonomous hand held GPS
 FH0066.observations and have an estimated accuracy of +/- 10 meters.
 FH0066
 FH0066.The orthometric height was determined by differential leveling and
 FH0066.adjusted by the NATIONAL GEODETIC SURVEY
 FH0066.in June 1991.
 FH0066
 FH0066.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0066.GEOID18 height accuracy estimate available here.
 FH0066
 FH0066.Click photographs - Photos may exist for this station.
 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     -   184,603.      191,153.      MT  (+/- 10 meters HH2 GPS)
 FH0066
 FH0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV8136181991(NAD 83)
 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
 FH0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0066.See file dsdata.pdf to determine how the superseded data were derived.
 FH0066
 FH0066_MARKER: DB = BENCH MARK DISK
 FH0066_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FH0066_SP_SET: FOOTING
 FH0066_STAMPING: M 50 1934
 FH0066_MARK LOGO: CGS
 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             CGS
 FH0066  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 FH0066
 FH0066                          STATION DESCRIPTION
 FH0066
 FH0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 FH0066'AT PRAIRIE 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 = MARCH 20, 2026 22:17:28 EDT
 GF0479 ***********************************************************************
 GF0479  DESIGNATION -  M 51
 GF0479  PID         -  GF0479
 GF0479  STATE/COUNTY-  AR/MADISON
 GF0479  COUNTRY     -  US
 GF0479  USGS QUAD   -  HUNTSVILLE (2017)
 GF0479
 GF0479                         *CURRENT SURVEY CONTROL
 GF0479  ______________________________________________________________________
 GF0479* NAD 83(1986) POSITION- 36 05 15.91   (N) 093 43 54.31   (W)   HD_HELD1
 GF0479* NAVD 88 ORTHO HEIGHT -   424.126 (meters)     1391.49  (feet) ADJUSTED
 GF0479  ______________________________________________________________________
 GF0479  GEOID HEIGHT    -        -27.993 (meters)                     GEOID18
 GF0479  DYNAMIC HEIGHT  -        423.737 (meters)     1390.21  (feet) COMP
 GF0479  MODELED GRAVITY -    979,704.8   (mgal)                       NAVD 88
 GF0479
 GF0479  VERT ORDER      -  SECOND    CLASS 0
 GF0479
 GF0479.The horizontal coordinates were determined by differentially corrected
 GF0479.hand held GPS observations or other comparable positioning techniques
 GF0479.and have an estimated accuracy of +/- 3 meters.
 GF0479
 GF0479.The orthometric height was determined by differential leveling and
 GF0479.adjusted by the NATIONAL GEODETIC SURVEY
 GF0479.in June 1991.
 GF0479
 GF0479.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0479.GEOID18 height accuracy estimate available here.
 GF0479
 GF0479.Click photographs - Photos may exist for this station.
 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     -   196,013.8     244,044.0     MT  (+/- 3 meters HH1 GPS) 
 GF0479
 GF0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV3412193929(NAD 83)
 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
 GF0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0479.See file dsdata.pdf to determine how the superseded data were derived.
 GF0479
 GF0479_MARKER: DB = BENCH MARK DISK
 GF0479_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GF0479_SP_SET: BUILDING WALL
 GF0479_STAMPING: M 51 1934
 GF0479_MARK LOGO: CGS
 GF0479_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GF0479
 GF0479  HISTORY     - Date     Condition        Report By
 GF0479  HISTORY     - 1934     MONUMENTED       CGS
 GF0479  HISTORY     - 1935     GOOD             CGS
 GF0479  HISTORY     - 1987     GOOD             USPSQD
 GF0479  HISTORY     - 1988     GOOD             USPSQD
 GF0479
 GF0479                          STATION DESCRIPTION
 GF0479
 GF0479'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1418 ***********************************************************************
 EJ1418  DESIGNATION -  M 51
 EJ1418  PID         -  EJ1418
 EJ1418  STATE/COUNTY-  AR/PIKE
 EJ1418  COUNTRY     -  US
 EJ1418  USGS QUAD   -  LODI (2017)
 EJ1418
 EJ1418                         *CURRENT SURVEY CONTROL
 EJ1418  ______________________________________________________________________
 EJ1418* NAD 83(1986) POSITION- 34 18 44.12   (N) 093 43 50.77   (W)   HD_HELD1
 EJ1418* NAVD 88 ORTHO HEIGHT -   232.021 (meters)      761.22  (feet) ADJUSTED
 EJ1418  ______________________________________________________________________
 EJ1418  GEOID HEIGHT    -        -27.881 (meters)                     GEOID18
 EJ1418  DYNAMIC HEIGHT  -        231.783 (meters)      760.44  (feet) COMP
 EJ1418  MODELED GRAVITY -    979,604.0   (mgal)                       NAVD 88
 EJ1418
 EJ1418  VERT ORDER      -  SECOND    CLASS 0
 EJ1418
 EJ1418.The horizontal coordinates were determined by differentially corrected
 EJ1418.hand held GPS observations or other comparable positioning techniques
 EJ1418.and have an estimated accuracy of +/- 3 meters.
 EJ1418
 EJ1418.The orthometric height was determined by differential leveling and
 EJ1418.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1418.in June 1991.
 EJ1418
 EJ1418.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1418.GEOID18 height accuracy estimate available here.
 EJ1418
 EJ1418.Click photographs - Photos may exist for this station.
 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     -   583,863.7     240,709.4     MT  (+/- 3 meters HH1 GPS) 
 EJ1418
 EJ1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT3276297020(NAD 83)
 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
 EJ1418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1418.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1418
 EJ1418_MARKER: DB = BENCH MARK DISK
 EJ1418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1418_STAMPING: M 51 1934
 EJ1418_MARK LOGO: CGS
 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             CGS
 EJ1418  HISTORY     - 1966     MARK NOT FOUND   CGS
 EJ1418  HISTORY     - 1976     MARK NOT FOUND   USGS
 EJ1418  HISTORY     - 19840627 MARK NOT FOUND   USGS
 EJ1418
 EJ1418                          STATION DESCRIPTION
 EJ1418
 EJ1418'DESCRIBED BY COAST AND 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1329 ***********************************************************************
 EJ1329  DESIGNATION -  M 53
 EJ1329  PID         -  EJ1329
 EJ1329  STATE/COUNTY-  AR/PIKE
 EJ1329  COUNTRY     -  US
 EJ1329  USGS QUAD   -  NARROWS DAM (2017)
 EJ1329
 EJ1329                         *CURRENT SURVEY CONTROL
 EJ1329  ______________________________________________________________________
 EJ1329* NAD 83(1986) POSITION- 34 10 13.     (N) 093 37 45.     (W)   SCALED
 EJ1329* NAVD 88 ORTHO HEIGHT -   230.469 (meters)      756.13  (feet) ADJUSTED
 EJ1329  ______________________________________________________________________
 EJ1329  GEOID HEIGHT    -        -27.439 (meters)                     GEOID18
 EJ1329  DYNAMIC HEIGHT  -        230.232 (meters)      755.35  (feet) COMP
 EJ1329  MODELED GRAVITY -    979,605.6   (mgal)                       NAVD 88
 EJ1329
 EJ1329  VERT ORDER      -  SECOND    CLASS 0
 EJ1329
 EJ1329.The horizontal coordinates were scaled from a map and have
 EJ1329.an estimated accuracy of +/- 6 seconds.
 EJ1329
 EJ1329.The orthometric height was determined by differential leveling and
 EJ1329.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1329.in June 1991.
 EJ1329
 EJ1329.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1329.GEOID18 height accuracy estimate available here.
 EJ1329
 EJ1329.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT420812(NAD 83)
 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
 EJ1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1329.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1329
 EJ1329_MARKER: DD = SURVEY DISK
 EJ1329_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ1329_STAMPING: M 53 1934
 EJ1329_MARK LOGO: CGS+SS
 EJ1329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1329
 EJ1329  HISTORY     - Date     Condition        Report By
 EJ1329  HISTORY     - 1934     MONUMENTED       ARGS
 EJ1329  HISTORY     - 1962     GOOD             CGS
 EJ1329
 EJ1329                          STATION DESCRIPTION
 EJ1329
 EJ1329'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1333 ***********************************************************************
 EJ1333  DESIGNATION -  M 54
 EJ1333  PID         -  EJ1333
 EJ1333  STATE/COUNTY-  AR/PIKE
 EJ1333  COUNTRY     -  US
 EJ1333  USGS QUAD   -  NARROWS DAM (2017)
 EJ1333
 EJ1333                         *CURRENT SURVEY CONTROL
 EJ1333  ______________________________________________________________________
 EJ1333* NAD 83(1986) POSITION- 34 12 36.     (N) 093 38 35.     (W)   SCALED
 EJ1333* NAVD 88 ORTHO HEIGHT -   192.238 (meters)      630.70  (feet) ADJUSTED
 EJ1333  ______________________________________________________________________
 EJ1333  GEOID HEIGHT    -        -27.553 (meters)                     GEOID18
 EJ1333  DYNAMIC HEIGHT  -        192.042 (meters)      630.06  (feet) COMP
 EJ1333  MODELED GRAVITY -    979,611.0   (mgal)                       NAVD 88
 EJ1333
 EJ1333  VERT ORDER      -  SECOND    CLASS 0
 EJ1333
 EJ1333.The horizontal coordinates were scaled from a map and have
 EJ1333.an estimated accuracy of +/- 6 seconds.
 EJ1333
 EJ1333.The orthometric height was determined by differential leveling and
 EJ1333.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1333.in June 1991.
 EJ1333
 EJ1333.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1333.GEOID18 height accuracy estimate available here.
 EJ1333
 EJ1333.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT407856(NAD 83)
 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
 EJ1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1333.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1333
 EJ1333_MARKER: DD = SURVEY DISK
 EJ1333_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ1333_STAMPING: M 54 1934
 EJ1333_MARK LOGO: CGS+SS
 EJ1333_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1333
 EJ1333  HISTORY     - Date     Condition        Report By
 EJ1333  HISTORY     - 1934     MONUMENTED       ARGS
 EJ1333  HISTORY     - 1962     MARK NOT FOUND   CGS
 EJ1333
 EJ1333                          STATION DESCRIPTION
 EJ1333
 EJ1333'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EH1696 ***********************************************************************
 EH1696  DESIGNATION -  M 54
 EH1696  PID         -  EH1696
 EH1696  STATE/COUNTY-  AR/ARKANSAS
 EH1696  COUNTRY     -  US
 EH1696  USGS QUAD   -  HUMPHREY (2017)
 EH1696
 EH1696                         *CURRENT SURVEY CONTROL
 EH1696  ______________________________________________________________________
 EH1696* NAD 83(1986) POSITION- 34 26 05.     (N) 091 38 56.     (W)   SCALED
 EH1696* NAVD 88 ORTHO HEIGHT -    58.674 (meters)      192.50  (feet) ADJUSTED
 EH1696  ______________________________________________________________________
 EH1696  GEOID HEIGHT    -        -26.400 (meters)                     GEOID18
 EH1696  DYNAMIC HEIGHT  -         58.618 (meters)      192.32  (feet) COMP
 EH1696  MODELED GRAVITY -    979,679.0   (mgal)                       NAVD 88
 EH1696
 EH1696  VERT ORDER      -  SECOND    CLASS 0
 EH1696
 EH1696.The horizontal coordinates were scaled from a map and have
 EH1696.an estimated accuracy of +/- 6 seconds.
 EH1696
 EH1696.The orthometric height was determined by differential leveling and
 EH1696.adjusted by the NATIONAL GEODETIC SURVEY
 EH1696.in June 1991.
 EH1696
 EH1696.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1696.GEOID18 height accuracy estimate available here.
 EH1696
 EH1696.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU241111(NAD 83)
 EH1696
 EH1696                          SUPERSEDED SURVEY CONTROL
 EH1696
 EH1696  NGVD 29 (11/26/84)   58.697  (m)          192.58   (f) ADJUSTED    2 0
 EH1696
 EH1696.Superseded values are not recommended for survey control.
 EH1696
 EH1696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1696.See file dsdata.pdf to determine how the superseded data were derived.
 EH1696
 EH1696_MARKER: DB = BENCH MARK DISK
 EH1696_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EH1696_STAMPING: M 54 1934
 EH1696_MARK LOGO: CGS
 EH1696_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1240 ***********************************************************************
 EH1240  DESIGNATION -  M 55
 EH1240  PID         -  EH1240
 EH1240  STATE/COUNTY-  AR/MONROE
 EH1240  COUNTRY     -  US
 EH1240  USGS QUAD   -  KEEVIL (2017)
 EH1240
 EH1240                         *CURRENT SURVEY CONTROL
 EH1240  ______________________________________________________________________
 EH1240* NAD 83(1986) POSITION- 34 51 07.3    (N) 091 13 37.4    (W)   HD_HELD2
 EH1240* NAVD 88 ORTHO HEIGHT -    57.700 (meters)      189.30  (feet) ADJUSTED
 EH1240  ______________________________________________________________________
 EH1240  GEOID HEIGHT    -        -26.869 (meters)                     GEOID18
 EH1240  DYNAMIC HEIGHT  -         57.647 (meters)      189.13  (feet) COMP
 EH1240  MODELED GRAVITY -    979,712.5   (mgal)                       NAVD 88
 EH1240
 EH1240  VERT ORDER      -  FIRST     CLASS II
 EH1240
 EH1240.The horizontal coordinates were established by autonomous hand held GPS
 EH1240.observations and have an estimated accuracy of +/- 10 meters.
 EH1240
 EH1240.The orthometric height was determined by differential leveling and
 EH1240.adjusted by the NATIONAL GEODETIC SURVEY
 EH1240.in June 1991.
 EH1240
 EH1240.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1240.GEOID18 height accuracy estimate available here.
 EH1240
 EH1240.Click photographs - Photos may exist for this station.
 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     -   642,661.      470,688.      MT  (+/- 10 meters HH2 GPS)
 EH1240
 EH1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU6208358067(NAD 83)
 EH1240
 EH1240                          SUPERSEDED SURVEY CONTROL
 EH1240
 EH1240  NGVD 29 (11/26/84)   57.706  (m)          189.32   (f) ADJUSTED    1 2
 EH1240
 EH1240.Superseded values are not recommended for survey control.
 EH1240
 EH1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1240.See file dsdata.pdf to determine how the superseded data were derived.
 EH1240
 EH1240_MARKER: DB = BENCH MARK DISK
 EH1240_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH1240_SP_SET: BRIDGE
 EH1240_STAMPING: M 55 1935
 EH1240_MARK LOGO: CGS
 EH1240_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH1240_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1240+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2011
 EH1240
 EH1240  HISTORY     - Date     Condition        Report By
 EH1240  HISTORY     - 1935     MONUMENTED       CGS
 EH1240  HISTORY     - 1955     GOOD             CGS
 EH1240  HISTORY     - 20030424 GOOD             USACE
 EH1240  HISTORY     - 20110420 GOOD             ARHD
 EH1240  HISTORY     - 20160714 MARK NOT FOUND   ARHD
 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.
 EH1240
 EH1240                          STATION RECOVERY (2011)
 EH1240
 EH1240'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (NVL)
 EH1240'RECOVERED IN GOOD CONDITION.
 EH1240
 EH1240                          STATION RECOVERY (2016)
 EH1240
 EH1240'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 EH1240'THERE IS NEW CONSTRUCTION OF A NEW BOX CULVERT.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH0836 ***********************************************************************
 EH0836  DESIGNATION -  M 56
 EH0836  PID         -  EH0836
 EH0836  STATE/COUNTY-  AR/PHILLIPS
 EH0836  COUNTRY     -  US
 EH0836  USGS QUAD   -  LEXA (2017)
 EH0836
 EH0836                         *CURRENT SURVEY CONTROL
 EH0836  ______________________________________________________________________
 EH0836* NAD 83(1986) POSITION- 34 33 18.     (N) 090 45 22.     (W)   SCALED
 EH0836* NAVD 88 ORTHO HEIGHT -    60.720 (meters)      199.21  (feet) ADJUSTED
 EH0836  ______________________________________________________________________
 EH0836  GEOID HEIGHT    -        -27.002 (meters)                     GEOID18
 EH0836  DYNAMIC HEIGHT  -         60.661 (meters)      199.02  (feet) COMP
 EH0836  MODELED GRAVITY -    979,669.1   (mgal)                       NAVD 88
 EH0836
 EH0836  VERT ORDER      -  FIRST     CLASS II
 EH0836
 EH0836.The horizontal coordinates were scaled from a map and have
 EH0836.an estimated accuracy of +/- 6 seconds.
 EH0836
 EH0836.The orthometric height was determined by differential leveling and
 EH0836.adjusted by the NATIONAL GEODETIC SURVEY
 EH0836.in June 1991.
 EH0836
 EH0836.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0836.GEOID18 height accuracy estimate available here.
 EH0836
 EH0836.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU058259(NAD 83)
 EH0836
 EH0836                          SUPERSEDED SURVEY CONTROL
 EH0836
 EH0836  NGVD 29 (11/26/84)   60.740  (m)          199.28   (f) ADJUSTED    1 2
 EH0836
 EH0836.Superseded values are not recommended for survey control.
 EH0836
 EH0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0836.See file dsdata.pdf to determine how the superseded data were derived.
 EH0836
 EH0836_MARKER: DB = BENCH MARK DISK
 EH0836_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EH0836_STAMPING: M 56 1935
 EH0836_MARK LOGO: CGS
 EH0836_PROJECTION: PROJECTING 5 CENTIMETERS
 EH0836_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1382 ***********************************************************************
 EH1382  DESIGNATION -  M 57
 EH1382  PID         -  EH1382
 EH1382  STATE/COUNTY-  AR/ARKANSAS
 EH1382  COUNTRY     -  US
 EH1382  USGS QUAD   -  DE WITT (2017)
 EH1382
 EH1382                         *CURRENT SURVEY CONTROL
 EH1382  ______________________________________________________________________
 EH1382* NAD 83(1986) POSITION- 34 17 31.     (N) 091 20 37.     (W)   SCALED
 EH1382* NAVD 88 ORTHO HEIGHT -    57.821 (meters)      189.70  (feet) ADJUSTED
 EH1382  ______________________________________________________________________
 EH1382  GEOID HEIGHT    -        -26.419 (meters)                     GEOID18
 EH1382  DYNAMIC HEIGHT  -         57.764 (meters)      189.51  (feet) COMP
 EH1382  MODELED GRAVITY -    979,665.2   (mgal)                       NAVD 88
 EH1382
 EH1382  VERT ORDER      -  FIRST     CLASS II
 EH1382
 EH1382.The horizontal coordinates were scaled from a map and have
 EH1382.an estimated accuracy of +/- 6 seconds.
 EH1382
 EH1382.The orthometric height was determined by differential leveling and
 EH1382.adjusted by the NATIONAL GEODETIC SURVEY
 EH1382.in September 2022.
 EH1382
 EH1382.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1382.GEOID18 height accuracy estimate available here.
 EH1382
 EH1382.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT524957(NAD 83)
 EH1382
 EH1382                          SUPERSEDED SURVEY CONTROL
 EH1382
 EH1382  NAVD 88 (08/03/93)   57.816  (m)          189.68   (f) SUPERSEDED  1 2
 EH1382  NAVD 88 (06/15/91)   57.895  (m)          189.94   (f) SUPERSEDED  1 2
 EH1382  NGVD 29 (11/26/84)   57.898  (m)          189.95   (f) ADJUSTED    1 2
 EH1382
 EH1382.Superseded values are not recommended for survey control.
 EH1382
 EH1382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1382.See file dsdata.pdf to determine how the superseded data were derived.
 EH1382
 EH1382_MARKER: DB = BENCH MARK DISK
 EH1382_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EH1382_STAMPING: M 57 1935
 EH1382_MARK LOGO: CGS
 EH1382_PROJECTION: PROJECTING 3 CENTIMETERS
 EH1382_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EK0043 ***********************************************************************
 EK0043  DESIGNATION -  M 58 RESET
 EK0043  PID         -  EK0043
 EK0043  STATE/COUNTY-  AR/POLK
 EK0043  COUNTRY     -  US
 EK0043  USGS QUAD   -  RICH MOUNTAIN (2017)
 EK0043
 EK0043                         *CURRENT SURVEY CONTROL
 EK0043  ______________________________________________________________________
 EK0043* NAD 83(1997) POSITION- 34 41 25.86881(N) 094 20 15.83928(W)   ADJUSTED
 EK0043  ______________________________________________________________________
 EK0043  GEOID HEIGHT    -        -30.679 (meters)                     GEOID18
 EK0043  LAPLACE CORR    -          2.86  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0043.GEOID18 height accuracy estimate available here.
 EK0043
 EK0043.Click photographs - Photos may exist for this station.
 EK0043
 EK0043.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0043
 EK0043. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 EK0043:SPC AR S     -  RICH MTN LOOKOUT TOWER                   157 26 47.2
 EK0043:UTM  15      -  RICH MTN LOOKOUT TOWER                   156 53 58.1
 EK0043
 EK0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU7746739537(NAD 83)
 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(1993)-  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
 EK0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0043.See file dsdata.pdf to determine how the superseded data were derived.
 EK0043
 EK0043_MARKER: DB = BENCH MARK DISK
 EK0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0043_STAMPING: M 58 1934 RESET 1961
 EK0043_MARK LOGO: CGS
 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             CGS
 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 COAST AND GEODETIC SURVEY 1961
 EK0043'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1354 ***********************************************************************
 EJ1354  DESIGNATION -  M 6
 EJ1354  PID         -  EJ1354
 EJ1354  STATE/COUNTY-  AR/PIKE
 EJ1354  COUNTRY     -  US
 EJ1354  USGS QUAD   -  CENTER POINT NE (2017)
 EJ1354
 EJ1354                         *CURRENT SURVEY CONTROL
 EJ1354  ______________________________________________________________________
 EJ1354* NAD 83(1986) POSITION- 34 14 41.     (N) 093 46 48.     (W)   SCALED
 EJ1354* NAVD 88 ORTHO HEIGHT -   198.957 (meters)      652.74  (feet) ADJUSTED
 EJ1354  ______________________________________________________________________
 EJ1354  GEOID HEIGHT    -        -27.793 (meters)                     GEOID18
 EJ1354  DYNAMIC HEIGHT  -        198.754 (meters)      652.08  (feet) COMP
 EJ1354  MODELED GRAVITY -    979,608.2   (mgal)                       NAVD 88
 EJ1354
 EJ1354  VERT ORDER      -  SECOND    CLASS 0
 EJ1354
 EJ1354.The horizontal coordinates were scaled from a map and have
 EJ1354.an estimated accuracy of +/- 6 seconds.
 EJ1354
 EJ1354.The orthometric height was determined by differential leveling and
 EJ1354.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1354.in June 1991.
 EJ1354
 EJ1354.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1354.GEOID18 height accuracy estimate available here.
 EJ1354
 EJ1354.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT281895(NAD 83)
 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
 EJ1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1354.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1354
 EJ1354_MARKER: DB = BENCH MARK DISK
 EJ1354_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ1354_STAMPING: M 6 1932
 EJ1354_MARK LOGO: CGS
 EJ1354_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1354
 EJ1354  HISTORY     - Date     Condition        Report By
 EJ1354  HISTORY     - 1932     MONUMENTED       CGS
 EJ1354  HISTORY     - 1934     GOOD             CGS
 EJ1354  HISTORY     - 1962     MARK NOT FOUND   CGS
 EJ1354
 EJ1354                          STATION DESCRIPTION
 EJ1354
 EJ1354'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1962
 EJ1354'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0111 ***********************************************************************
 GF0111  DESIGNATION -  M 6
 GF0111  PID         -  GF0111
 GF0111  STATE/COUNTY-  AR/BOONE
 GF0111  COUNTRY     -  US
 GF0111  USGS QUAD   -  WESTERN GROVE (2017)
 GF0111
 GF0111                         *CURRENT SURVEY CONTROL
 GF0111  ______________________________________________________________________
 GF0111* NAD 83(1986) POSITION- 36 07 20.     (N) 092 54 11.     (W)   SCALED
 GF0111* NAVD 88 ORTHO HEIGHT -   277.029 (meters)      908.89  (feet) ADJUSTED
 GF0111  ______________________________________________________________________
 GF0111  GEOID HEIGHT    -        -28.362 (meters)                     GEOID18
 GF0111  DYNAMIC HEIGHT  -        276.780 (meters)      908.07  (feet) COMP
 GF0111  MODELED GRAVITY -    979,727.5   (mgal)                       NAVD 88
 GF0111
 GF0111  VERT ORDER      -  FIRST     CLASS II
 GF0111
 GF0111.The horizontal coordinates were scaled from a map and have
 GF0111.an estimated accuracy of +/- 6 seconds.
 GF0111
 GF0111.The orthometric height was determined by differential leveling and
 GF0111.adjusted by the NATIONAL GEODETIC SURVEY
 GF0111.in June 1991.
 GF0111
 GF0111.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0111.GEOID18 height accuracy estimate available here.
 GF0111
 GF0111.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV087975(NAD 83)
 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
 GF0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0111.See file dsdata.pdf to determine how the superseded data were derived.
 GF0111
 GF0111_MARKER: DB = BENCH MARK DISK
 GF0111_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GF0111_STAMPING: M 6 1931
 GF0111_MARK LOGO: CGS
 GF0111_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0111
 GF0111  HISTORY     - Date     Condition        Report By
 GF0111  HISTORY     - 1931     MONUMENTED       CGS
 GF0111  HISTORY     - 1935     GOOD             CGS
 GF0111
 GF0111                          STATION DESCRIPTION
 GF0111
 GF0111'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EK0160 ***********************************************************************
 EK0160  DESIGNATION -  M 60
 EK0160  PID         -  EK0160
 EK0160  STATE/COUNTY-  AR/SEVIER
 EK0160  COUNTRY     -  US
 EK0160  USGS QUAD   -  DIERKS (2017)
 EK0160
 EK0160                         *CURRENT SURVEY CONTROL
 EK0160  ______________________________________________________________________
 EK0160* NAD 83(1986) POSITION- 34 02 06.     (N) 094 06 17.     (W)   SCALED
 EK0160* NAVD 88 ORTHO HEIGHT -   119.235 (meters)      391.19  (feet) ADJUSTED
 EK0160  ______________________________________________________________________
 EK0160  GEOID HEIGHT    -        -27.672 (meters)                     GEOID18
 EK0160  DYNAMIC HEIGHT  -        119.114 (meters)      390.79  (feet) COMP
 EK0160  MODELED GRAVITY -    979,617.7   (mgal)                       NAVD 88
 EK0160
 EK0160  VERT ORDER      -  SECOND    CLASS 0
 EK0160
 EK0160.The horizontal coordinates were scaled from a map and have
 EK0160.an estimated accuracy of +/- 6 seconds.
 EK0160
 EK0160.The orthometric height was determined by differential leveling and
 EK0160.adjusted by the NATIONAL GEODETIC SURVEY
 EK0160.in June 1991.
 EK0160
 EK0160.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0160.GEOID18 height accuracy estimate available here.
 EK0160
 EK0160.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT980665(NAD 83)
 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
 EK0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0160.See file dsdata.pdf to determine how the superseded data were derived.
 EK0160
 EK0160_MARKER: DB = BENCH MARK DISK
 EK0160_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EK0160_STAMPING: M 60 1934
 EK0160_MARK LOGO: CGS
 EK0160_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0160
 EK0160  HISTORY     - Date     Condition        Report By
 EK0160  HISTORY     - 1934     MONUMENTED       CGS
 EK0160  HISTORY     - 1962     MARK NOT FOUND   CGS
 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 COAST AND GEODETIC SURVEY 1962
 EK0160'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1330 ***********************************************************************
 EJ1330  DESIGNATION -  M 61
 EJ1330  PID         -  EJ1330
 EJ1330  STATE/COUNTY-  AR/PIKE
 EJ1330  COUNTRY     -  US
 EJ1330  USGS QUAD   -  NARROWS DAM (2017)
 EJ1330
 EJ1330                         *CURRENT SURVEY CONTROL
 EJ1330  ______________________________________________________________________
 EJ1330* NAD 83(1986) POSITION- 34 10 38.     (N) 093 37 51.     (W)   SCALED
 EJ1330* NAVD 88 ORTHO HEIGHT -   206.792 (meters)      678.45  (feet) ADJUSTED
 EJ1330  ______________________________________________________________________
 EJ1330  GEOID HEIGHT    -        -27.457 (meters)                     GEOID18
 EJ1330  DYNAMIC HEIGHT  -        206.580 (meters)      677.75  (feet) COMP
 EJ1330  MODELED GRAVITY -    979,606.9   (mgal)                       NAVD 88
 EJ1330
 EJ1330  VERT ORDER      -  SECOND    CLASS 0
 EJ1330
 EJ1330.The horizontal coordinates were scaled from a map and have
 EJ1330.an estimated accuracy of +/- 6 seconds.
 EJ1330
 EJ1330.The orthometric height was determined by differential leveling and
 EJ1330.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1330.in June 1991.
 EJ1330
 EJ1330.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1330.GEOID18 height accuracy estimate available here.
 EJ1330
 EJ1330.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT418819(NAD 83)
 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
 EJ1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1330.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1330
 EJ1330_MARKER: DB = BENCH MARK DISK
 EJ1330_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ1330_STAMPING: M 61 1934
 EJ1330_MARK LOGO: CGS
 EJ1330_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1330
 EJ1330  HISTORY     - Date     Condition        Report By
 EJ1330  HISTORY     - 1934     MONUMENTED       CGS
 EJ1330  HISTORY     - 1962     MARK NOT FOUND   CGS
 EJ1330
 EJ1330                          STATION DESCRIPTION
 EJ1330
 EJ1330'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DL1027 ***********************************************************************
 DL1027  DESIGNATION -  M 62
 DL1027  PID         -  DL1027
 DL1027  STATE/COUNTY-  AR/HEMPSTEAD
 DL1027  COUNTRY     -  US
 DL1027  USGS QUAD   -  WASHINGTON (2017)
 DL1027
 DL1027                         *CURRENT SURVEY CONTROL
 DL1027  ______________________________________________________________________
 DL1027* NAD 83(1986) POSITION- 33 48 00.     (N) 093 41 09.     (W)   SCALED
 DL1027* NAVD 88 ORTHO HEIGHT -   129.262 (meters)      424.09  (feet) ADJUSTED
 DL1027  ______________________________________________________________________
 DL1027  GEOID HEIGHT    -        -27.037 (meters)                     GEOID18
 DL1027  DYNAMIC HEIGHT  -        129.128 (meters)      423.65  (feet) COMP
 DL1027  MODELED GRAVITY -    979,598.5   (mgal)                       NAVD 88
 DL1027
 DL1027  VERT ORDER      -  SECOND    CLASS 0
 DL1027
 DL1027.The horizontal coordinates were scaled from a map and have
 DL1027.an estimated accuracy of +/- 6 seconds.
 DL1027
 DL1027.The orthometric height was determined by differential leveling and
 DL1027.adjusted by the NATIONAL GEODETIC SURVEY
 DL1027.in June 1991.
 DL1027
 DL1027.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1027.GEOID18 height accuracy estimate available here.
 DL1027
 DL1027.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT365401(NAD 83)
 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
 DL1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1027.See file dsdata.pdf to determine how the superseded data were derived.
 DL1027
 DL1027_MARKER: DB = BENCH MARK DISK
 DL1027_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DL1027_STAMPING: M 62 1934
 DL1027_MARK LOGO: CGS
 DL1027_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL1027
 DL1027  HISTORY     - Date     Condition        Report By
 DL1027  HISTORY     - 1935     MONUMENTED       CGS
 DL1027  HISTORY     - 1962     GOOD             CGS
 DL1027  HISTORY     - 20130313 MARK NOT FOUND   ARHD
 DL1027
 DL1027                          STATION DESCRIPTION
 DL1027
 DL1027'DESCRIBED BY COAST AND 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.
 DL1027
 DL1027                          STATION RECOVERY (2013)
 DL1027
 DL1027'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (JDH)
 DL1027'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0463 ***********************************************************************
 DL0463  DESIGNATION -  M 64
 DL0463  PID         -  DL0463
 DL0463  STATE/COUNTY-  AR/NEVADA
 DL0463  COUNTRY     -  US
 DL0463  USGS QUAD   -  PRESCOTT WEST (2017)
 DL0463
 DL0463                         *CURRENT SURVEY CONTROL
 DL0463  ______________________________________________________________________
 DL0463* NAD 83(1986) POSITION- 33 46 10.     (N) 093 25 20.     (W)   SCALED
 DL0463* NAVD 88 ORTHO HEIGHT -    89.180 (meters)      292.58  (feet) ADJUSTED
 DL0463  ______________________________________________________________________
 DL0463  GEOID HEIGHT    -        -26.863 (meters)                     GEOID18
 DL0463  DYNAMIC HEIGHT  -         89.087 (meters)      292.28  (feet) COMP
 DL0463  MODELED GRAVITY -    979,599.8   (mgal)                       NAVD 88
 DL0463
 DL0463  VERT ORDER      -  SECOND    CLASS 0
 DL0463
 DL0463.The horizontal coordinates were scaled from a map and have
 DL0463.an estimated accuracy of +/- 6 seconds.
 DL0463
 DL0463.The orthometric height was determined by differential leveling and
 DL0463.adjusted by the NATIONAL GEODETIC SURVEY
 DL0463.in June 1991.
 DL0463
 DL0463.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0463.GEOID18 height accuracy estimate available here.
 DL0463
 DL0463.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT609366(NAD 83)
 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
 DL0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0463.See file dsdata.pdf to determine how the superseded data were derived.
 DL0463
 DL0463_MARKER: DB = BENCH MARK DISK
 DL0463_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DL0463_STAMPING: M 64 1935
 DL0463_MARK LOGO: CGS
 DL0463_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0463
 DL0463  HISTORY     - Date     Condition        Report By
 DL0463  HISTORY     - 1935     MONUMENTED       CGS
 DL0463  HISTORY     - 1963     GOOD             CGS
 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 COAST AND GEODETIC SURVEY 1963
 DL0463'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK1051 ***********************************************************************
 DK1051  DESIGNATION -  M 65
 DK1051  PID         -  DK1051
 DK1051  STATE/COUNTY-  AR/CHICOT
 DK1051  COUNTRY     -  US
 DK1051  USGS QUAD   -  EMPIRE (2017)
 DK1051
 DK1051                         *CURRENT SURVEY CONTROL
 DK1051  ______________________________________________________________________
 DK1051* NAD 83(1986) POSITION- 33 07 27.     (N) 091 22 59.     (W)   SCALED
 DK1051* NAVD 88 ORTHO HEIGHT -    31.816 (meters)      104.38  (feet) ADJUSTED
 DK1051  ______________________________________________________________________
 DK1051  GEOID HEIGHT    -        -25.935 (meters)                     GEOID18
 DK1051  DYNAMIC HEIGHT  -         31.782 (meters)      104.27  (feet) COMP
 DK1051  MODELED GRAVITY -    979,586.3   (mgal)                       NAVD 88
 DK1051
 DK1051  VERT ORDER      -  SECOND    CLASS 0
 DK1051
 DK1051.The horizontal coordinates were scaled from a map and have
 DK1051.an estimated accuracy of +/- 6 seconds.
 DK1051
 DK1051.The orthometric height was determined by differential leveling and
 DK1051.adjusted by the NATIONAL GEODETIC SURVEY
 DK1051.in June 1991.
 DK1051
 DK1051.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1051.GEOID18 height accuracy estimate available here.
 DK1051
 DK1051.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS508662(NAD 83)
 DK1051
 DK1051                          SUPERSEDED SURVEY CONTROL
 DK1051
 DK1051  NGVD 29 (11/26/84)   31.927  (m)          104.75   (f) ADJUSTED    2 0
 DK1051
 DK1051.Superseded values are not recommended for survey control.
 DK1051
 DK1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1051.See file dsdata.pdf to determine how the superseded data were derived.
 DK1051
 DK1051_MARKER: DB = BENCH MARK DISK
 DK1051_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DK1051_STAMPING: M 65 1935
 DK1051_MARK LOGO: CGS
 DK1051_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0451 ***********************************************************************
 FG0451  DESIGNATION -  M 66
 FG0451  PID         -  FG0451
 FG0451  STATE/COUNTY-  AR/POPE
 FG0451  COUNTRY     -  US
 FG0451  USGS QUAD   -  HECTOR (2017)
 FG0451
 FG0451                         *CURRENT SURVEY CONTROL
 FG0451  ______________________________________________________________________
 FG0451* NAD 83(1986) POSITION- 35 28 56.44   (N) 092 58 09.06   (W)   HD_HELD1
 FG0451* NAVD 88 ORTHO HEIGHT -   189.839 (meters)      622.83  (feet) ADJUSTED
 FG0451  ______________________________________________________________________
 FG0451  GEOID HEIGHT    -        -28.615 (meters)                     GEOID18
 FG0451  DYNAMIC HEIGHT  -        189.661 (meters)      622.25  (feet) COMP
 FG0451  MODELED GRAVITY -    979,692.7   (mgal)                       NAVD 88
 FG0451
 FG0451  VERT ORDER      -  SECOND    CLASS 0
 FG0451
 FG0451.The horizontal coordinates were determined by differentially corrected
 FG0451.hand held GPS observations or other comparable positioning techniques
 FG0451.and have an estimated accuracy of +/- 3 meters.
 FG0451
 FG0451.The orthometric height was determined by differential leveling and
 FG0451.adjusted by the NATIONAL GEODETIC SURVEY
 FG0451.in June 1991.
 FG0451
 FG0451.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0451.GEOID18 height accuracy estimate available here.
 FG0451
 FG0451.Click photographs - Photos may exist for this station.
 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     -   127,905.6     312,054.3     MT  (+/- 3 meters HH1 GPS) 
 FG0451
 FG0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV0279526535(NAD 83)
 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
 FG0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0451.See file dsdata.pdf to determine how the superseded data were derived.
 FG0451
 FG0451_MARKER: DB = BENCH MARK DISK
 FG0451_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0451_STAMPING: M 66 1935
 FG0451_MARK LOGO: CGS
 FG0451_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0451_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG0451+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2016
 FG0451
 FG0451  HISTORY     - Date     Condition        Report By
 FG0451  HISTORY     - 1935     MONUMENTED       CGS
 FG0451  HISTORY     - 1935     GOOD             CGS
 FG0451  HISTORY     - 20060125 GOOD             ARHD
 FG0451  HISTORY     - 20160609 GOOD             ARHD
 FG0451  HISTORY     - 20161228 GOOD             ARHD
 FG0451
 FG0451                          STATION DESCRIPTION
 FG0451
 FG0451'DESCRIBED BY COAST AND 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 DEPARTMENT OF TRANSPORTATION 2006 (MDP)
 FG0451'RECOVERED IN GOOD CONDITION.
 FG0451
 FG0451                          STATION RECOVERY (2016)
 FG0451
 FG0451'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (BAB)
 FG0451'RECOVERED AS DESCRIBED.
 FG0451
 FG0451                          STATION RECOVERY (2016)
 FG0451
 FG0451'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 FG0451'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0457 ***********************************************************************
 FG0457  DESIGNATION -  M 67
 FG0457  PID         -  FG0457
 FG0457  STATE/COUNTY-  AR/POPE
 FG0457  COUNTRY     -  US
 FG0457  USGS QUAD   -  JERUSALEM (2017)
 FG0457
 FG0457                         *CURRENT SURVEY CONTROL
 FG0457  ______________________________________________________________________
 FG0457* NAD 83(1986) POSITION- 35 24 35.94   (N) 092 51 50.70   (W)   HD_HELD1
 FG0457* NAVD 88 ORTHO HEIGHT -   179.757 (meters)      589.75  (feet) ADJUSTED
 FG0457  ______________________________________________________________________
 FG0457  GEOID HEIGHT    -        -28.610 (meters)                     GEOID18
 FG0457  DYNAMIC HEIGHT  -        179.589 (meters)      589.20  (feet) COMP
 FG0457  MODELED GRAVITY -    979,697.0   (mgal)                       NAVD 88
 FG0457
 FG0457  VERT ORDER      -  SECOND    CLASS 0
 FG0457
 FG0457.The horizontal coordinates were determined by differentially corrected
 FG0457.hand held GPS observations or other comparable positioning techniques
 FG0457.and have an estimated accuracy of +/- 3 meters.
 FG0457
 FG0457.The orthometric height was determined by differential leveling and
 FG0457.adjusted by the NATIONAL GEODETIC SURVEY
 FG0457.in June 1991.
 FG0457
 FG0457.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0457.GEOID18 height accuracy estimate available here.
 FG0457
 FG0457.Click photographs - Photos may exist for this station.
 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     -   119,789.3     321,520.6     MT  (+/- 3 meters HH1 GPS) 
 FG0457
 FG0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV1234018518(NAD 83)
 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
 FG0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0457.See file dsdata.pdf to determine how the superseded data were derived.
 FG0457
 FG0457_MARKER: DB = BENCH MARK DISK
 FG0457_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0457_STAMPING: M 67 1935
 FG0457_MARK LOGO: CGS
 FG0457_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0457
 FG0457  HISTORY     - Date     Condition        Report By
 FG0457  HISTORY     - 1935     MONUMENTED       CGS
 FG0457
 FG0457                          STATION DESCRIPTION
 FG0457
 FG0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0173 ***********************************************************************
 FG0173  DESIGNATION -  M 68
 FG0173  PID         -  FG0173
 FG0173  STATE/COUNTY-  AR/FAULKNER
 FG0173  COUNTRY     -  US
 FG0173  USGS QUAD   -  GUY (2017)
 FG0173
 FG0173                         *CURRENT SURVEY CONTROL
 FG0173  ______________________________________________________________________
 FG0173* NAD 83(1986) POSITION- 35 18 03.     (N) 092 21 56.     (W)   SCALED
 FG0173* NAVD 88 ORTHO HEIGHT -   196.638 (meters)      645.14  (feet) ADJUSTED
 FG0173  ______________________________________________________________________
 FG0173  GEOID HEIGHT    -        -27.955 (meters)                     GEOID18
 FG0173  DYNAMIC HEIGHT  -        196.454 (meters)      644.53  (feet) COMP
 FG0173  MODELED GRAVITY -    979,696.0   (mgal)                       NAVD 88
 FG0173
 FG0173  VERT ORDER      -  SECOND    CLASS 0
 FG0173
 FG0173.The horizontal coordinates were scaled from a map and have
 FG0173.an estimated accuracy of +/- 6 seconds.
 FG0173
 FG0173.The orthometric height was determined by differential leveling and
 FG0173.adjusted by the NATIONAL GEODETIC SURVEY
 FG0173.in June 1991.
 FG0173
 FG0173.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0173.GEOID18 height accuracy estimate available here.
 FG0173
 FG0173.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV576065(NAD 83)
 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
 FG0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0173.See file dsdata.pdf to determine how the superseded data were derived.
 FG0173
 FG0173_MARKER: DB = BENCH MARK DISK
 FG0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0173_STAMPING: M 68 1934
 FG0173_MARK LOGO: CGS
 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             CGS
 FG0173  HISTORY     - 20150411 MARK NOT FOUND   ARHD
 FG0173
 FG0173                          STATION DESCRIPTION
 FG0173
 FG0173'DESCRIBED BY COAST AND 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.
 FG0173
 FG0173                          STATION RECOVERY (2015)
 FG0173
 FG0173'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (WDA)
 FG0173'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1416 ***********************************************************************
 EJ1416  DESIGNATION -  M 7
 EJ1416  PID         -  EJ1416
 EJ1416  STATE/COUNTY-  AR/PIKE
 EJ1416  COUNTRY     -  US
 EJ1416  USGS QUAD   -  LANGLEY (2017)
 EJ1416
 EJ1416                         *CURRENT SURVEY CONTROL
 EJ1416  ______________________________________________________________________
 EJ1416* NAD 83(1986) POSITION- 34 18 31.67   (N) 093 47 15.36   (W)   HD_HELD1
 EJ1416* NAVD 88 ORTHO HEIGHT -   249.162 (meters)      817.46  (feet) ADJUSTED
 EJ1416  ______________________________________________________________________
 EJ1416  GEOID HEIGHT    -        -27.928 (meters)                     GEOID18
 EJ1416  DYNAMIC HEIGHT  -        248.905 (meters)      816.62  (feet) COMP
 EJ1416  MODELED GRAVITY -    979,599.0   (mgal)                       NAVD 88
 EJ1416
 EJ1416  VERT ORDER      -  SECOND    CLASS 0
 EJ1416
 EJ1416.The horizontal coordinates were determined by differentially corrected
 EJ1416.hand held GPS observations or other comparable positioning techniques
 EJ1416.and have an estimated accuracy of +/- 3 meters.
 EJ1416
 EJ1416.The orthometric height was determined by differential leveling and
 EJ1416.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1416.in June 1991.
 EJ1416
 EJ1416.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1416.GEOID18 height accuracy estimate available here.
 EJ1416
 EJ1416.Click photographs - Photos may exist for this station.
 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     -   583,570.0     235,472.8     MT  (+/- 3 meters HH1 GPS) 
 EJ1416
 EJ1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT2753096676(NAD 83)
 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
 EJ1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1416.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1416
 EJ1416_MARKER: DD = SURVEY DISK
 EJ1416_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ1416_STAMPING: M 7 1934
 EJ1416_MARK LOGO: CGS+SS
 EJ1416_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1416
 EJ1416  HISTORY     - Date     Condition        Report By
 EJ1416  HISTORY     - 1934     MONUMENTED       ARGS
 EJ1416  HISTORY     - 1966     MARK NOT FOUND   CGS
 EJ1416  HISTORY     - 1977     MARK NOT FOUND   USGS
 EJ1416
 EJ1416                          STATION DESCRIPTION
 EJ1416
 EJ1416'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG0037 ***********************************************************************
 FG0037  DESIGNATION -  M 7
 FG0037  PID         -  FG0037
 FG0037  STATE/COUNTY-  AR/VAN BUREN
 FG0037  COUNTRY     -  US
 FG0037  USGS QUAD   -  SHIRLEY (2017)
 FG0037
 FG0037                         *CURRENT SURVEY CONTROL
 FG0037  ______________________________________________________________________
 FG0037* NAD 83(1986) POSITION- 35 39 17.     (N) 092 19 02.     (W)   SCALED
 FG0037* NAVD 88 ORTHO HEIGHT -   165.388 (meters)      542.61  (feet) ADJUSTED
 FG0037  ______________________________________________________________________
 FG0037  GEOID HEIGHT    -        -27.754 (meters)                     GEOID18
 FG0037  DYNAMIC HEIGHT  -        165.239 (meters)      542.12  (feet) COMP
 FG0037  MODELED GRAVITY -    979,728.5   (mgal)                       NAVD 88
 FG0037
 FG0037  VERT ORDER      -  FIRST     CLASS II
 FG0037
 FG0037.The horizontal coordinates were scaled from a map and have
 FG0037.an estimated accuracy of +/- 6 seconds.
 FG0037
 FG0037.The orthometric height was determined by differential leveling and
 FG0037.adjusted by the NATIONAL GEODETIC SURVEY
 FG0037.in June 1991.
 FG0037
 FG0037.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0037.GEOID18 height accuracy estimate available here.
 FG0037
 FG0037.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV618458(NAD 83)
 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
 FG0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0037.See file dsdata.pdf to determine how the superseded data were derived.
 FG0037
 FG0037_MARKER: DB = BENCH MARK DISK
 FG0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0037_STAMPING: M 7 1931
 FG0037_MARK LOGO: CGS
 FG0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0037+STABILITY: SURFACE MOTION
 FG0037
 FG0037  HISTORY     - Date     Condition        Report By
 FG0037  HISTORY     - 1931     MONUMENTED       CGS
 FG0037  HISTORY     - 1934     GOOD             CGS
 FG0037  HISTORY     - 1935     GOOD             CGS
 FG0037  HISTORY     - 20041228 MARK NOT FOUND   USPSQD
 FG0037
 FG0037                          STATION DESCRIPTION
 FG0037
 FG0037'DESCRIBED BY COAST AND 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 GE0284 ***********************************************************************
 GE0284  DESIGNATION -  M 7 8
 GE0284  PID         -  GE0284
 GE0284  STATE/COUNTY-  AR/RANDOLPH
 GE0284  COUNTRY     -  US
 GE0284  USGS QUAD   -  POCAHONTAS (2017)
 GE0284
 GE0284                         *CURRENT SURVEY CONTROL
 GE0284  ______________________________________________________________________
 GE0284* NAD 83(1986) POSITION- 36 15 43.     (N) 090 58 05.     (W)   SCALED
 GE0284* NAVD 88 ORTHO HEIGHT -    85.465 (meters)      280.40  (feet) ADJUSTED
 GE0284  ______________________________________________________________________
 GE0284  GEOID HEIGHT    -        -28.305 (meters)                     GEOID18
 GE0284  DYNAMIC HEIGHT  -         85.395 (meters)      280.17  (feet) COMP
 GE0284  MODELED GRAVITY -    979,819.3   (mgal)                       NAVD 88
 GE0284
 GE0284  VERT ORDER      -  SECOND    CLASS 0
 GE0284
 GE0284.The horizontal coordinates were scaled from a map and have
 GE0284.an estimated accuracy of +/- 6 seconds.
 GE0284
 GE0284.The orthometric height was determined by differential leveling and
 GE0284.adjusted by the NATIONAL GEODETIC SURVEY
 GE0284.in June 1991.
 GE0284
 GE0284.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0284.GEOID18 height accuracy estimate available here.
 GE0284
 GE0284.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA825149(NAD 83)
 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
 GE0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0284.See file dsdata.pdf to determine how the superseded data were derived.
 GE0284
 GE0284_MARKER: DD = SURVEY DISK
 GE0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0284_STAMPING: M 7-8
 GE0284_MARK LOGO: USACE
 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       USACE
 GE0284  HISTORY     - 1943     GOOD             CGS
 GE0284  HISTORY     - 20020912 MARK NOT FOUND   USACE
 GE0284
 GE0284                          STATION DESCRIPTION
 GE0284
 GE0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 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 (2002)
 GE0284
 GE0284'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB)
 GE0284'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0009 ***********************************************************************
 EJ0009  DESIGNATION -  M 70
 EJ0009  PID         -  EJ0009
 EJ0009  STATE/COUNTY-  AR/PULASKI
 EJ0009  COUNTRY     -  US
 EJ0009  USGS QUAD   -  NORTH LITTLE ROCK (2017)
 EJ0009
 EJ0009                         *CURRENT SURVEY CONTROL
 EJ0009  ______________________________________________________________________
 EJ0009* NAD 83(1986) POSITION- 34 51 48.38   (N) 092 21 46.62   (W)   HD_HELD1
 EJ0009* NAVD 88 ORTHO HEIGHT -    81.516 (meters)      267.44  (feet) ADJUSTED
 EJ0009  ______________________________________________________________________
 EJ0009  GEOID HEIGHT    -        -27.129 (meters)                     GEOID18
 EJ0009  DYNAMIC HEIGHT  -         81.440 (meters)      267.19  (feet) COMP
 EJ0009  MODELED GRAVITY -    979,701.7   (mgal)                       NAVD 88
 EJ0009
 EJ0009  VERT ORDER      -  FIRST     CLASS II
 EJ0009
 EJ0009.The horizontal coordinates were determined by differentially corrected
 EJ0009.hand held GPS observations or other comparable positioning techniques
 EJ0009.and have an estimated accuracy of +/- 3 meters.
 EJ0009
 EJ0009.The orthometric height was determined by differential leveling and
 EJ0009.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0009.in September 2023.
 EJ0009
 EJ0009.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0009.GEOID18 height accuracy estimate available here.
 EJ0009
 EJ0009.Click photographs - Photos may exist for this station.
 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     -   643,718.5     366,811.3     MT  (+/- 3 meters HH1 GPS) 
 EJ0009
 EJ0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5822858084(NAD 83)
 EJ0009
 EJ0009                          SUPERSEDED SURVEY CONTROL
 EJ0009
 EJ0009  NAVD 88 (06/15/91)   81.516  (m)          267.44   (f) SUPERSEDED  1 2
 EJ0009  NGVD 29 (06/07/95)   81.581  (m)          267.65   (f) ADJUSTED    1 2
 EJ0009  NGVD 29 (??/??/92)   81.518  (m)          267.45   (f) SUPERSEDED  1 2
 EJ0009
 EJ0009.Superseded values are not recommended for survey control.
 EJ0009
 EJ0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0009.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0009
 EJ0009_MARKER: DB = BENCH MARK DISK
 EJ0009_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0009_STAMPING: M 70 1934
 EJ0009_MARK LOGO: CGS
 EJ0009_PROJECTION: PROJECTING 8 CENTIMETERS
 EJ0009_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0009
 EJ0009  HISTORY     - Date     Condition        Report By
 EJ0009  HISTORY     - 1934     MONUMENTED       CGS
 EJ0009  HISTORY     - 1967     GOOD             CGS
 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  HISTORY     - 20120508 GOOD             ARHD
 EJ0009
 EJ0009                          STATION DESCRIPTION
 EJ0009
 EJ0009'DESCRIBED BY COAST AND 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.
 EJ0009
 EJ0009                          STATION RECOVERY (2012)
 EJ0009
 EJ0009'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (JDH)
 EJ0009'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0405 ***********************************************************************
 FG0405  DESIGNATION -  M 71
 FG0405  PID         -  FG0405
 FG0405  STATE/COUNTY-  AR/PERRY
 FG0405  COUNTRY     -  US
 FG0405  USGS QUAD   -  HOUSTON (2017)
 FG0405
 FG0405                         *CURRENT SURVEY CONTROL
 FG0405  ______________________________________________________________________
 FG0405* NAD 83(1986) POSITION- 35 01 16.     (N) 092 40 20.     (W)   SCALED
 FG0405* NAVD 88 ORTHO HEIGHT -    88.596 (meters)      290.67  (feet) ADJUSTED
 FG0405  ______________________________________________________________________
 FG0405  GEOID HEIGHT    -        -28.189 (meters)                     GEOID18
 FG0405  DYNAMIC HEIGHT  -         88.512 (meters)      290.39  (feet) COMP
 FG0405  MODELED GRAVITY -    979,686.8   (mgal)                       NAVD 88
 FG0405
 FG0405  VERT ORDER      -  SECOND    CLASS I
 FG0405
 FG0405.The horizontal coordinates were scaled from a map and have
 FG0405.an estimated accuracy of +/- 6 seconds.
 FG0405
 FG0405.The orthometric height was determined by differential leveling and
 FG0405.adjusted by the NATIONAL GEODETIC SURVEY
 FG0405.in September 2023.
 FG0405
 FG0405.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0405.GEOID18 height accuracy estimate available here.
 FG0405
 FG0405.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU299754(NAD 83)
 FG0405
 FG0405                          SUPERSEDED SURVEY CONTROL
 FG0405
 FG0405  NAVD 88 (06/15/91)   88.620  (m)          290.75   (f) SUPERSEDED  2 0
 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
 FG0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0405.See file dsdata.pdf to determine how the superseded data were derived.
 FG0405
 FG0405_MARKER: DB = BENCH MARK DISK
 FG0405_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FG0405_SP_SET: BRIDGE
 FG0405_STAMPING: M 71 1934
 FG0405_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1238 ***********************************************************************
 FF1238  DESIGNATION -  M 74
 FF1238  PID         -  FF1238
 FF1238  STATE/COUNTY-  AR/WOODRUFF
 FF1238  COUNTRY     -  US
 FF1238  USGS QUAD   -  MCCRORY (2017)
 FF1238
 FF1238                         *CURRENT SURVEY CONTROL
 FF1238  ______________________________________________________________________
 FF1238* NAD 83(1986) POSITION- 35 18 23.     (N) 091 14 18.     (W)   SCALED
 FF1238* NAVD 88 ORTHO HEIGHT -    63.718 (meters)      209.05  (feet) ADJUSTED
 FF1238  ______________________________________________________________________
 FF1238  GEOID HEIGHT    -        -27.399 (meters)                     GEOID18
 FF1238  DYNAMIC HEIGHT  -         63.661 (meters)      208.86  (feet) COMP
 FF1238  MODELED GRAVITY -    979,737.3   (mgal)                       NAVD 88
 FF1238
 FF1238  VERT ORDER      -  SECOND    CLASS 0
 FF1238
 FF1238.The horizontal coordinates were scaled from a map and have
 FF1238.an estimated accuracy of +/- 6 seconds.
 FF1238
 FF1238.The orthometric height was determined by differential leveling and
 FF1238.adjusted by the NATIONAL GEODETIC SURVEY
 FF1238.in June 1991.
 FF1238
 FF1238.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1238.GEOID18 height accuracy estimate available here.
 FF1238
 FF1238.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV601084(NAD 83)
 FF1238
 FF1238                          SUPERSEDED SURVEY CONTROL
 FF1238
 FF1238  NGVD 29 (11/26/84)   63.677  (m)          208.91   (f) ADJUSTED    2 0
 FF1238
 FF1238.Superseded values are not recommended for survey control.
 FF1238
 FF1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1238.See file dsdata.pdf to determine how the superseded data were derived.
 FF1238
 FF1238_MARKER: DB = BENCH MARK DISK
 FF1238_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF1238_STAMPING: M 74 1934
 FF1238_MARK LOGO: CGS
 FF1238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1161 ***********************************************************************
 FF1161  DESIGNATION -  M 75
 FF1161  PID         -  FF1161
 FF1161  STATE/COUNTY-  AR/POINSETT
 FF1161  COUNTRY     -  US
 FF1161  USGS QUAD   -  GRUBBS (2017)
 FF1161
 FF1161                         *CURRENT SURVEY CONTROL
 FF1161  ______________________________________________________________________
 FF1161* NAD 83(1986) POSITION- 35 41 28.     (N) 091 01 08.     (W)   SCALED
 FF1161* NAVD 88 ORTHO HEIGHT -    72.754 (meters)      238.69  (feet) ADJUSTED
 FF1161  ______________________________________________________________________
 FF1161  GEOID HEIGHT    -        -27.658 (meters)                     GEOID18
 FF1161  DYNAMIC HEIGHT  -         72.692 (meters)      238.49  (feet) COMP
 FF1161  MODELED GRAVITY -    979,777.5   (mgal)                       NAVD 88
 FF1161
 FF1161  VERT ORDER      -  SECOND    CLASS 0
 FF1161
 FF1161.The horizontal coordinates were scaled from a map and have
 FF1161.an estimated accuracy of +/- 6 seconds.
 FF1161
 FF1161.The orthometric height was determined by differential leveling and
 FF1161.adjusted by the NATIONAL GEODETIC SURVEY
 FF1161.in June 1991.
 FF1161
 FF1161.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1161.GEOID18 height accuracy estimate available here.
 FF1161
 FF1161.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV792514(NAD 83)
 FF1161
 FF1161                          SUPERSEDED SURVEY CONTROL
 FF1161
 FF1161  NGVD 29 (11/26/84)   72.681  (m)          238.45   (f) ADJUSTED    2 0
 FF1161
 FF1161.Superseded values are not recommended for survey control.
 FF1161
 FF1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1161.See file dsdata.pdf to determine how the superseded data were derived.
 FF1161
 FF1161_MARKER: DB = BENCH MARK DISK
 FF1161_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF1161_STAMPING: M 75 1935
 FF1161_MARK LOGO: CGS
 FF1161_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0795 ***********************************************************************
 FF0795  DESIGNATION -  M 76
 FF0795  PID         -  FF0795
 FF0795  STATE/COUNTY-  AR/POINSETT
 FF0795  COUNTRY     -  US
 FF0795  USGS QUAD   -  HARRISBURG (2017)
 FF0795
 FF0795                         *CURRENT SURVEY CONTROL
 FF0795  ______________________________________________________________________
 FF0795* NAD 83(1986) POSITION- 35 33 48.     (N) 090 43 30.     (W)   SCALED
 FF0795* NAVD 88 ORTHO HEIGHT -    83.852 (meters)      275.10  (feet) ADJUSTED
 FF0795  ______________________________________________________________________
 FF0795  GEOID HEIGHT    -        -27.609 (meters)                     GEOID18
 FF0795  DYNAMIC HEIGHT  -         83.778 (meters)      274.86  (feet) COMP
 FF0795  MODELED GRAVITY -    979,756.1   (mgal)                       NAVD 88
 FF0795
 FF0795  VERT ORDER      -  FIRST     CLASS II
 FF0795
 FF0795.The horizontal coordinates were scaled from a map and have
 FF0795.an estimated accuracy of +/- 6 seconds.
 FF0795
 FF0795.The orthometric height was determined by differential leveling and
 FF0795.adjusted by the NATIONAL GEODETIC SURVEY
 FF0795.in June 1991.
 FF0795
 FF0795.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0795.GEOID18 height accuracy estimate available here.
 FF0795
 FF0795.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV061378(NAD 83)
 FF0795
 FF0795                          SUPERSEDED SURVEY CONTROL
 FF0795
 FF0795  NGVD 29 (11/26/84)   83.793  (m)          274.91   (f) ADJUSTED    1 2
 FF0795
 FF0795.Superseded values are not recommended for survey control.
 FF0795
 FF0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0795.See file dsdata.pdf to determine how the superseded data were derived.
 FF0795
 FF0795_MARKER: DB = BENCH MARK DISK
 FF0795_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF0795_STAMPING: M 76 1934
 FF0795_MARK LOGO: CGS
 FF0795_PROJECTION: PROJECTING 5 CENTIMETERS
 FF0795_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0781 ***********************************************************************
 EJ0781  DESIGNATION -  M 78
 EJ0781  PID         -  EJ0781
 EJ0781  STATE/COUNTY-  AR/GARLAND
 EJ0781  COUNTRY     -  US
 EJ0781  USGS QUAD   -  LONSDALE (2017)
 EJ0781
 EJ0781                         *CURRENT SURVEY CONTROL
 EJ0781  ______________________________________________________________________
 EJ0781* NAD 83(1986) POSITION- 34 32 39.     (N) 092 48 44.     (W)   SCALED
 EJ0781* NAVD 88 ORTHO HEIGHT -   130.273 (meters)      427.40  (feet) ADJUSTED
 EJ0781  ______________________________________________________________________
 EJ0781  GEOID HEIGHT    -        -26.720 (meters)                     GEOID18
 EJ0781  DYNAMIC HEIGHT  -        130.148 (meters)      426.99  (feet) COMP
 EJ0781  MODELED GRAVITY -    979,673.5   (mgal)                       NAVD 88
 EJ0781
 EJ0781  VERT ORDER      -  SECOND    CLASS 0
 EJ0781
 EJ0781.The horizontal coordinates were scaled from a map and have
 EJ0781.an estimated accuracy of +/- 6 seconds.
 EJ0781
 EJ0781.The orthometric height was determined by differential leveling and
 EJ0781.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0781.in June 1991.
 EJ0781
 EJ0781.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0781.GEOID18 height accuracy estimate available here.
 EJ0781
 EJ0781.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU172225(NAD 83)
 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
 EJ0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0781.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0781
 EJ0781_MARKER: DB = BENCH MARK DISK
 EJ0781_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0781_STAMPING: M 78 1935
 EJ0781_MARK LOGO: CGS
 EJ0781_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0781
 EJ0781  HISTORY     - Date     Condition        Report By
 EJ0781  HISTORY     - 1935     MONUMENTED       CGS
 EJ0781  HISTORY     - 1972     MARK NOT FOUND   USGS
 EJ0781  HISTORY     - 20110921 POOR             ARHD
 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.
 EJ0781
 EJ0781                          STATION RECOVERY (2011)
 EJ0781
 EJ0781'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (AMC)
 EJ0781'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0755 ***********************************************************************
 EJ0755  DESIGNATION -  M 79
 EJ0755  PID         -  EJ0755
 EJ0755  STATE/COUNTY-  AR/SALINE
 EJ0755  COUNTRY     -  US
 EJ0755  USGS QUAD   -  BENTON (2017)
 EJ0755
 EJ0755                         *CURRENT SURVEY CONTROL
 EJ0755  ______________________________________________________________________
 EJ0755* NAD 83(1986) POSITION- 34 32 27.     (N) 092 36 20.     (W)   SCALED
 EJ0755* NAVD 88 ORTHO HEIGHT -    88.114 (meters)      289.09  (feet) ADJUSTED
 EJ0755  ______________________________________________________________________
 EJ0755  GEOID HEIGHT    -        -26.390 (meters)                     GEOID18
 EJ0755  DYNAMIC HEIGHT  -         88.032 (meters)      288.82  (feet) COMP
 EJ0755  MODELED GRAVITY -    979,703.5   (mgal)                       NAVD 88
 EJ0755
 EJ0755  VERT ORDER      -  SECOND    CLASS 0
 EJ0755
 EJ0755.The horizontal coordinates were scaled from a map and have
 EJ0755.an estimated accuracy of +/- 6 seconds.
 EJ0755
 EJ0755.The orthometric height was determined by differential leveling and
 EJ0755.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0755.in June 1991.
 EJ0755
 EJ0755.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0755.GEOID18 height accuracy estimate available here.
 EJ0755
 EJ0755.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU361221(NAD 83)
 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
 EJ0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0755.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0755
 EJ0755_MARKER: DB = BENCH MARK DISK
 EJ0755_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EJ0755_SP_SET: ABUTMENT
 EJ0755_STAMPING: M 79 1935
 EJ0755_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1313 ***********************************************************************
 FF1313  DESIGNATION -  M 8
 FF1313  PID         -  FF1313
 FF1313  STATE/COUNTY-  AR/WHITE
 FF1313  COUNTRY     -  US
 FF1313  USGS QUAD   -  KENSETT (2017)
 FF1313
 FF1313                         *CURRENT SURVEY CONTROL
 FF1313  ______________________________________________________________________
 FF1313* NAD 83(1986) POSITION- 35 13 54.1    (N) 091 40 04.1    (W)   HD_HELD2
 FF1313* NAVD 88 ORTHO HEIGHT -    69.836 (meters)      229.12  (feet) ADJUSTED
 FF1313  ______________________________________________________________________
 FF1313  GEOID HEIGHT    -        -27.351 (meters)                     GEOID18
 FF1313  DYNAMIC HEIGHT  -         69.773 (meters)      228.91  (feet) COMP
 FF1313  MODELED GRAVITY -    979,734.0   (mgal)                       NAVD 88
 FF1313
 FF1313  VERT ORDER      -  FIRST     CLASS II
 FF1313
 FF1313.The horizontal coordinates were established by autonomous hand held GPS
 FF1313.observations and have an estimated accuracy of +/- 10 meters.
 FF1313
 FF1313.The orthometric height was determined by differential leveling and
 FF1313.adjusted by the NATIONAL GEODETIC SURVEY
 FF1313.in June 1991.
 FF1313
 FF1313.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1313.GEOID18 height accuracy estimate available here.
 FF1313
 FF1313.Click photographs - Photos may exist for this station.
 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     -    99,716.      430,238.      MT  (+/- 10 meters HH2 GPS)
 FF1313
 FF1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU2122499550(NAD 83)
 FF1313
 FF1313                          SUPERSEDED SURVEY CONTROL
 FF1313
 FF1313  NGVD 29 (11/26/84)   69.793  (m)          228.98   (f) ADJUSTED    1 2
 FF1313
 FF1313.Superseded values are not recommended for survey control.
 FF1313
 FF1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1313.See file dsdata.pdf to determine how the superseded data were derived.
 FF1313
 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_MARK LOGO: CGS
 FF1313_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF1313_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF1313+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2018
 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  HISTORY     - 20181001 GOOD             ARHD
 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.
 FF1313
 FF1313                          STATION RECOVERY (2018)
 FF1313
 FF1313'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (JDH)
 FF1313'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0558 ***********************************************************************
 EJ0558  DESIGNATION -  M 80
 EJ0558  PID         -  EJ0558
 EJ0558  STATE/COUNTY-  AR/JEFFERSON
 EJ0558  COUNTRY     -  US
 EJ0558  USGS QUAD   -  HARDIN (2017)
 EJ0558
 EJ0558                         *CURRENT SURVEY CONTROL
 EJ0558  ______________________________________________________________________
 EJ0558* NAD 83(1986) POSITION- 34 16 14.     (N) 092 12 41.     (W)   SCALED
 EJ0558* NAVD 88 ORTHO HEIGHT -   103.819 (meters)      340.61  (feet) ADJUSTED
 EJ0558  ______________________________________________________________________
 EJ0558  GEOID HEIGHT    -        -25.996 (meters)                     GEOID18
 EJ0558  DYNAMIC HEIGHT  -        103.719 (meters)      340.28  (feet) COMP
 EJ0558  MODELED GRAVITY -    979,664.1   (mgal)                       NAVD 88
 EJ0558
 EJ0558  VERT ORDER      -  SECOND    CLASS 0
 EJ0558
 EJ0558.The horizontal coordinates were scaled from a map and have
 EJ0558.an estimated accuracy of +/- 6 seconds.
 EJ0558
 EJ0558.The orthometric height was determined by differential leveling and
 EJ0558.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0558.in June 1991.
 EJ0558
 EJ0558.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0558.GEOID18 height accuracy estimate available here.
 EJ0558
 EJ0558.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT725924(NAD 83)
 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
 EJ0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0558.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0558
 EJ0558_MARKER: DB = BENCH MARK DISK
 EJ0558_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0558_STAMPING: M 80 1935
 EJ0558_MARK LOGO: CGS
 EJ0558_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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  HISTORY     - 20080108 MARK NOT FOUND   ARHD
 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.
 EJ0558
 EJ0558                          STATION RECOVERY (2008)
 EJ0558
 EJ0558'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2008 (WDA)
 EJ0558'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0686 ***********************************************************************
 EJ0686  DESIGNATION -  M 81
 EJ0686  PID         -  EJ0686
 EJ0686  STATE/COUNTY-  AR/DALLAS
 EJ0686  COUNTRY     -  US
 EJ0686  USGS QUAD   -  CARTHAGE (2017)
 EJ0686
 EJ0686                         *CURRENT SURVEY CONTROL
 EJ0686  ______________________________________________________________________
 EJ0686* NAD 83(1986) POSITION- 34 04 38.     (N) 092 33 16.     (W)   SCALED
 EJ0686* NAVD 88 ORTHO HEIGHT -    91.425 (meters)      299.95  (feet) ADJUSTED
 EJ0686  ______________________________________________________________________
 EJ0686  GEOID HEIGHT    -        -26.189 (meters)                     GEOID18
 EJ0686  DYNAMIC HEIGHT  -         91.334 (meters)      299.65  (feet) COMP
 EJ0686  MODELED GRAVITY -    979,639.2   (mgal)                       NAVD 88
 EJ0686
 EJ0686  VERT ORDER      -  SECOND    CLASS 0
 EJ0686
 EJ0686.The horizontal coordinates were scaled from a map and have
 EJ0686.an estimated accuracy of +/- 6 seconds.
 EJ0686
 EJ0686.The orthometric height was determined by differential leveling and
 EJ0686.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0686.in June 1991.
 EJ0686
 EJ0686.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0686.GEOID18 height accuracy estimate available here.
 EJ0686
 EJ0686.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT411708(NAD 83)
 EJ0686
 EJ0686                          SUPERSEDED SURVEY CONTROL
 EJ0686
 EJ0686  NGVD 29 (??/??/92)   91.460  (m)          300.07   (f) ADJ UNCH    2 0
 EJ0686
 EJ0686.Superseded values are not recommended for survey control.
 EJ0686
 EJ0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0686.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0686
 EJ0686_MARKER: DB = BENCH MARK DISK
 EJ0686_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0686_STAMPING: M 81 1935
 EJ0686_MARK LOGO: CGS
 EJ0686_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0631 ***********************************************************************
 EJ0631  DESIGNATION -  M 84
 EJ0631  PID         -  EJ0631
 EJ0631  STATE/COUNTY-  AR/GRANT
 EJ0631  COUNTRY     -  US
 EJ0631  USGS QUAD   -  CANE CREEK (2017)
 EJ0631
 EJ0631                         *CURRENT SURVEY CONTROL
 EJ0631  ______________________________________________________________________
 EJ0631* NAD 83(1986) POSITION- 34 27 57.     (N) 092 21 03.     (W)   SCALED
 EJ0631* NAVD 88 ORTHO HEIGHT -   100.848 (meters)      330.87  (feet) ADJUSTED
 EJ0631  ______________________________________________________________________
 EJ0631  GEOID HEIGHT    -        -26.144 (meters)                     GEOID18
 EJ0631  DYNAMIC HEIGHT  -        100.752 (meters)      330.55  (feet) COMP
 EJ0631  MODELED GRAVITY -    979,687.5   (mgal)                       NAVD 88
 EJ0631
 EJ0631  VERT ORDER      -  SECOND    CLASS 0
 EJ0631
 EJ0631.The horizontal coordinates were scaled from a map and have
 EJ0631.an estimated accuracy of +/- 6 seconds.
 EJ0631
 EJ0631.The orthometric height was determined by differential leveling and
 EJ0631.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0631.in June 1991.
 EJ0631
 EJ0631.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0631.GEOID18 height accuracy estimate available here.
 EJ0631
 EJ0631.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU596139(NAD 83)
 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
 EJ0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0631.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0631
 EJ0631_MARKER: DB = BENCH MARK DISK
 EJ0631_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0631_STAMPING: M 84 1935
 EJ0631_MARK LOGO: CGS
 EJ0631_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0631
 EJ0631  HISTORY     - Date     Condition        Report By
 EJ0631  HISTORY     - 1935     MONUMENTED       CGS
 EJ0631  HISTORY     - 1964     GOOD             CGS
 EJ0631
 EJ0631                          STATION DESCRIPTION
 EJ0631
 EJ0631'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG0905 ***********************************************************************
 FG0905  DESIGNATION -  M 85
 FG0905  PID         -  FG0905
 FG0905  STATE/COUNTY-  AR/JOHNSON
 FG0905  COUNTRY     -  US
 FG0905  USGS QUAD   -  LUDWIG (2017)
 FG0905
 FG0905                         *CURRENT SURVEY CONTROL
 FG0905  ______________________________________________________________________
 FG0905* NAD 83(1986) POSITION- 35 30 18.     (N) 093 23 11.     (W)   SCALED
 FG0905* NAVD 88 ORTHO HEIGHT -   190.634 (meters)      625.44  (feet) ADJUSTED
 FG0905  ______________________________________________________________________
 FG0905  GEOID HEIGHT    -        -28.948 (meters)                     GEOID18
 FG0905  DYNAMIC HEIGHT  -        190.457 (meters)      624.86  (feet) COMP
 FG0905  MODELED GRAVITY -    979,699.2   (mgal)                       NAVD 88
 FG0905
 FG0905  VERT ORDER      -  SECOND    CLASS 0
 FG0905
 FG0905.The horizontal coordinates were scaled from a map and have
 FG0905.an estimated accuracy of +/- 6 seconds.
 FG0905
 FG0905.The orthometric height was determined by differential leveling and
 FG0905.adjusted by the NATIONAL GEODETIC SURVEY
 FG0905.in June 1991.
 FG0905
 FG0905.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0905.GEOID18 height accuracy estimate available here.
 FG0905
 FG0905.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV649291(NAD 83)
 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
 FG0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0905.See file dsdata.pdf to determine how the superseded data were derived.
 FG0905
 FG0905_MARKER: DB = BENCH MARK DISK
 FG0905_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0905_STAMPING: M 85 1935
 FG0905_MARK LOGO: CGS
 FG0905_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1277 ***********************************************************************
 EH1277  DESIGNATION -  M 87
 EH1277  PID         -  EH1277
 EH1277  STATE/COUNTY-  AR/PRAIRIE
 EH1277  COUNTRY     -  US
 EH1277  USGS QUAD   -  DE VALLS BLUFF (2017)
 EH1277
 EH1277                         *CURRENT SURVEY CONTROL
 EH1277  ______________________________________________________________________
 EH1277* NAD 83(1986) POSITION- 34 51 17.     (N) 091 29 49.     (W)   SCALED
 EH1277* NAVD 88 ORTHO HEIGHT -    57.855 (meters)      189.81  (feet) ADJUSTED
 EH1277  ______________________________________________________________________
 EH1277  GEOID HEIGHT    -        -27.031 (meters)                     GEOID18
 EH1277  DYNAMIC HEIGHT  -         57.801 (meters)      189.64  (feet) COMP
 EH1277  MODELED GRAVITY -    979,701.6   (mgal)                       NAVD 88
 EH1277
 EH1277  VERT ORDER      -  SECOND    CLASS 0
 EH1277
 EH1277.The horizontal coordinates were scaled from a map and have
 EH1277.an estimated accuracy of +/- 6 seconds.
 EH1277
 EH1277.The orthometric height was determined by differential leveling and
 EH1277.adjusted by the NATIONAL GEODETIC SURVEY
 EH1277.in June 1991.
 EH1277
 EH1277.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1277.GEOID18 height accuracy estimate available here.
 EH1277
 EH1277.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU374579(NAD 83)
 EH1277
 EH1277                          SUPERSEDED SURVEY CONTROL
 EH1277
 EH1277  NGVD 29 (11/26/84)   57.866  (m)          189.85   (f) ADJUSTED    2 0
 EH1277
 EH1277.Superseded values are not recommended for survey control.
 EH1277
 EH1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1277.See file dsdata.pdf to determine how the superseded data were derived.
 EH1277
 EH1277_MARKER: DB = BENCH MARK DISK
 EH1277_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EH1277_STAMPING: M 87 1935
 EH1277_MARK LOGO: CGS
 EH1277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EK0275 ***********************************************************************
 EK0275  DESIGNATION -  M 88
 EK0275  PID         -  EK0275
 EK0275  STATE/COUNTY-  AR/SEVIER
 EK0275  COUNTRY     -  US
 EK0275  USGS QUAD   -  GILLHAM DAM (2017)
 EK0275
 EK0275                         *CURRENT SURVEY CONTROL
 EK0275  ______________________________________________________________________
 EK0275* NAD 83(1986) POSITION- 34 10 22.     (N) 094 13 47.     (W)   SCALED
 EK0275* NAVD 88 ORTHO HEIGHT -   193.869 (meters)      636.05  (feet) ADJUSTED
 EK0275  ______________________________________________________________________
 EK0275  GEOID HEIGHT    -        -28.169 (meters)                     GEOID18
 EK0275  DYNAMIC HEIGHT  -        193.672 (meters)      635.41  (feet) COMP
 EK0275  MODELED GRAVITY -    979,616.3   (mgal)                       NAVD 88
 EK0275
 EK0275  VERT ORDER      -  SECOND    CLASS 0
 EK0275
 EK0275.The horizontal coordinates were scaled from a map and have
 EK0275.an estimated accuracy of +/- 6 seconds.
 EK0275
 EK0275.The orthometric height was determined by differential leveling and
 EK0275.adjusted by the NATIONAL GEODETIC SURVEY
 EK0275.in June 1991.
 EK0275
 EK0275.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0275.GEOID18 height accuracy estimate available here.
 EK0275
 EK0275.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT866819(NAD 83)
 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
 EK0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0275.See file dsdata.pdf to determine how the superseded data were derived.
 EK0275
 EK0275_MARKER: DB = BENCH MARK DISK
 EK0275_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EK0275_STAMPING: M 88 1935
 EK0275_MARK LOGO: CGS
 EK0275_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0275
 EK0275  HISTORY     - Date     Condition        Report By
 EK0275  HISTORY     - 1935     MONUMENTED       CGS
 EK0275  HISTORY     - 1962     GOOD             CGS
 EK0275
 EK0275                          STATION DESCRIPTION
 EK0275
 EK0275'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FF2132 ***********************************************************************
 FF2132  DESIGNATION -  M 9 2
 FF2132  PID         -  FF2132
 FF2132  STATE/COUNTY-  AR/CRAIGHEAD
 FF2132  COUNTRY     -  US
 FF2132  USGS QUAD   -  CASH (2017)
 FF2132
 FF2132                         *CURRENT SURVEY CONTROL
 FF2132  ______________________________________________________________________
 FF2132* NAD 83(1997) POSITION- 35 50 40.48842(N) 090 53 56.22386(W)   NO CHECK
 FF2132* NAVD 88 ORTHO HEIGHT -    75.    (meters)      246.    (feet) SCALED
 FF2132  ______________________________________________________________________
 FF2132  GEOID HEIGHT    -        -27.822 (meters)                     GEOID18
 FF2132  LAPLACE CORR    -          0.16  (seconds)                    DEFLEC18
 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
 FF2132.No horizontal observational check was made to the station.
 FF2132
 FF2132.The orthometric height was scaled from a topographic map.
 FF2132
 FF2132.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF2132.GEOID18 height accuracy estimate available here.
 FF2132
 FF2132.Click photographs - Photos may exist for this station.
 FF2132
 FF2132.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF2132
 FF2132. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV8974668748(NAD 83)
 FF2132
 FF2132                          SUPERSEDED SURVEY CONTROL
 FF2132
 FF2132  NAD 83(1995)-  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
 FF2132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2132.See file dsdata.pdf to determine how the superseded data were derived.
 FF2132
 FF2132_MARKER: DH = HORIZONTAL CONTROL DISK
 FF2132_SETTING: 7 = 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       USACE
 FF2132  HISTORY     - 20020826 MARK NOT FOUND   USACE
 FF2132
 FF2132                          STATION DESCRIPTION
 FF2132
 FF2132'DESCRIBED BY US ARMY CORPS OF 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 = MARCH 20, 2026 22:17:28 EDT
 DK1458 ***********************************************************************
 DK1458  DESIGNATION -  M 90
 DK1458  PID         -  DK1458
 DK1458  STATE/COUNTY-  AR/LINCOLN
 DK1458  COUNTRY     -  US
 DK1458  USGS QUAD   -  GOULD (2017)
 DK1458
 DK1458                         *CURRENT SURVEY CONTROL
 DK1458  ______________________________________________________________________
 DK1458* NAD 83(1986) POSITION- 33 58 23.     (N) 091 35 30.     (W)   SCALED
 DK1458* NAVD 88 ORTHO HEIGHT -    52.553 (meters)      172.42  (feet) ADJUSTED
 DK1458  ______________________________________________________________________
 DK1458  GEOID HEIGHT    -        -25.963 (meters)                     GEOID18
 DK1458  DYNAMIC HEIGHT  -         52.501 (meters)      172.25  (feet) COMP
 DK1458  MODELED GRAVITY -    979,647.0   (mgal)                       NAVD 88
 DK1458
 DK1458  VERT ORDER      -  SECOND    CLASS 0
 DK1458
 DK1458.The horizontal coordinates were scaled from a map and have
 DK1458.an estimated accuracy of +/- 6 seconds.
 DK1458
 DK1458.The orthometric height was determined by differential leveling and
 DK1458.adjusted by the NATIONAL GEODETIC SURVEY
 DK1458.in June 1991.
 DK1458
 DK1458.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1458.GEOID18 height accuracy estimate available here.
 DK1458
 DK1458.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT301600(NAD 83)
 DK1458
 DK1458                          SUPERSEDED SURVEY CONTROL
 DK1458
 DK1458  NGVD 29 (11/26/84)   52.631  (m)          172.67   (f) ADJUSTED    2 0
 DK1458
 DK1458.Superseded values are not recommended for survey control.
 DK1458
 DK1458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1458.See file dsdata.pdf to determine how the superseded data were derived.
 DK1458
 DK1458_MARKER: DB = BENCH MARK DISK
 DK1458_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DK1458_STAMPING: M 90 1935
 DK1458_MARK LOGO: CGS
 DK1458_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 DL0046 ***********************************************************************
 DL0046  DESIGNATION -  M 91
 DL0046  PID         -  DL0046
 DL0046  STATE/COUNTY-  AR/CALHOUN
 DL0046  COUNTRY     -  US
 DL0046  USGS QUAD   -  TINSMAN (2017)
 DL0046
 DL0046                         *CURRENT SURVEY CONTROL
 DL0046  ______________________________________________________________________
 DL0046* NAD 83(1986) POSITION- 33 42 03.     (N) 092 21 16.     (W)   SCALED
 DL0046* NAVD 88 ORTHO HEIGHT -    56.737 (meters)      186.14  (feet) ADJUSTED
 DL0046  ______________________________________________________________________
 DL0046  GEOID HEIGHT    -        -26.033 (meters)                     GEOID18
 DL0046  DYNAMIC HEIGHT  -         56.679 (meters)      185.95  (feet) COMP
 DL0046  MODELED GRAVITY -    979,610.2   (mgal)                       NAVD 88
 DL0046
 DL0046  VERT ORDER      -  SECOND    CLASS 0
 DL0046
 DL0046.The horizontal coordinates were scaled from a map and have
 DL0046.an estimated accuracy of +/- 6 seconds.
 DL0046
 DL0046.The orthometric height was determined by differential leveling and
 DL0046.adjusted by the NATIONAL GEODETIC SURVEY
 DL0046.in June 1991.
 DL0046
 DL0046.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0046.GEOID18 height accuracy estimate available here.
 DL0046
 DL0046.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT598291(NAD 83)
 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
 DL0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0046.See file dsdata.pdf to determine how the superseded data were derived.
 DL0046
 DL0046_MARKER: DB = BENCH MARK DISK
 DL0046_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DL0046_STAMPING: M 91 1935
 DL0046_MARK LOGO: CGS
 DL0046_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0046
 DL0046  HISTORY     - Date     Condition        Report By
 DL0046  HISTORY     - 1935     MONUMENTED       CGS
 DL0046  HISTORY     - 1964     GOOD             CGS
 DL0046  HISTORY     - 20130702 POOR             ARHD
 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 COAST AND GEODETIC SURVEY 1964
 DL0046'RECOVERED IN GOOD CONDITION.
 DL0046
 DL0046                          STATION RECOVERY (2013)
 DL0046
 DL0046'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (CAW)
 DL0046'LAYED OVER IN THE GROUND
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK1393 ***********************************************************************
 DK1393  DESIGNATION -  M 92
 DK1393  PID         -  DK1393
 DK1393  STATE/COUNTY-  AR/ASHLEY
 DK1393  COUNTRY     -  US
 DK1393  USGS QUAD   -  CROSSETT NORTH (2017)
 DK1393
 DK1393                         *CURRENT SURVEY CONTROL
 DK1393  ______________________________________________________________________
 DK1393* NAD 83(1986) POSITION- 33 10 19.     (N) 091 57 21.     (W)   SCALED
 DK1393* NAVD 88 ORTHO HEIGHT -    42.737 (meters)      140.21  (feet) ADJUSTED
 DK1393  ______________________________________________________________________
 DK1393  GEOID HEIGHT    -        -25.899 (meters)                     GEOID18
 DK1393  DYNAMIC HEIGHT  -         42.691 (meters)      140.06  (feet) COMP
 DK1393  MODELED GRAVITY -    979,574.3   (mgal)                       NAVD 88
 DK1393
 DK1393  VERT ORDER      -  SECOND    CLASS 0
 DK1393
 DK1393.The horizontal coordinates were scaled from a map and have
 DK1393.an estimated accuracy of +/- 6 seconds.
 DK1393
 DK1393.The orthometric height was determined by differential leveling and
 DK1393.adjusted by the NATIONAL GEODETIC SURVEY
 DK1393.in June 1991.
 DK1393
 DK1393.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1393.GEOID18 height accuracy estimate available here.
 DK1393
 DK1393.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS973708(NAD 83)
 DK1393
 DK1393                          SUPERSEDED SURVEY CONTROL
 DK1393
 DK1393  NGVD 29 (11/26/84)   42.810  (m)          140.45   (f) ADJUSTED    2 0
 DK1393
 DK1393.Superseded values are not recommended for survey control.
 DK1393
 DK1393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1393.See file dsdata.pdf to determine how the superseded data were derived.
 DK1393
 DK1393_MARKER: DB = BENCH MARK DISK
 DK1393_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DK1393_STAMPING: M 92 1935
 DK1393_MARK LOGO: CGS
 DK1393_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 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 = MARCH 20, 2026 22:17:28 EDT
 FG1416 ***********************************************************************
 FG1416  DESIGNATION -  M 94
 FG1416  PID         -  FG1416
 FG1416  STATE/COUNTY-  AR/JOHNSON
 FG1416  COUNTRY     -  US
 FG1416  USGS QUAD   -  HARMONY (2017)
 FG1416
 FG1416                         *CURRENT SURVEY CONTROL
 FG1416  ______________________________________________________________________
 FG1416* NAD 83(1986) POSITION- 35 32 17.     (N) 093 32 20.     (W)   SCALED
 FG1416* NAVD 88 ORTHO HEIGHT -   197.318 (meters)      647.37  (feet) ADJUSTED
 FG1416  ______________________________________________________________________
 FG1416  GEOID HEIGHT    -        -28.884 (meters)                     GEOID18
 FG1416  DYNAMIC HEIGHT  -        197.136 (meters)      646.77  (feet) COMP
 FG1416  MODELED GRAVITY -    979,707.5   (mgal)                       NAVD 88
 FG1416
 FG1416  VERT ORDER      -  SECOND    CLASS 0
 FG1416
 FG1416.The horizontal coordinates were scaled from a map and have
 FG1416.an estimated accuracy of +/- 6 seconds.
 FG1416
 FG1416.The orthometric height was determined by differential leveling and
 FG1416.adjusted by the NATIONAL GEODETIC SURVEY
 FG1416.in June 1991.
 FG1416
 FG1416.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1416.GEOID18 height accuracy estimate available here.
 FG1416
 FG1416.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV511328(NAD 83)
 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
 FG1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1416.See file dsdata.pdf to determine how the superseded data were derived.
 FG1416
 FG1416_MARKER: DB = BENCH MARK DISK
 FG1416_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FG1416_SP_SET: CULVERT HEADWALL
 FG1416_STAMPING: M 94 1935
 FG1416_MARK LOGO: CGS
 FG1416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1416+STABILITY: SURFACE MOTION
 FG1416
 FG1416  HISTORY     - Date     Condition        Report By
 FG1416  HISTORY     - 1935     MONUMENTED       CGS
 FG1416  HISTORY     - 20120927 MARK NOT FOUND   ARHD
 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.
 FG1416
 FG1416                          STATION RECOVERY (2012)
 FG1416
 FG1416'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (CW)
 FG1416'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1464 ***********************************************************************
 FG1464  DESIGNATION -  M 95
 FG1464  PID         -  FG1464
 FG1464  STATE/COUNTY-  AR/JOHNSON
 FG1464  COUNTRY     -  US
 FG1464  USGS QUAD   -  OARK (2017)
 FG1464
 FG1464                         *CURRENT SURVEY CONTROL
 FG1464  ______________________________________________________________________
 FG1464* NAD 83(1986) POSITION- 35 43 44.     (N) 093 33 05.     (W)   SCALED
 FG1464* NAVD 88 ORTHO HEIGHT -   616.549 (meters)     2022.79  (feet) ADJUSTED
 FG1464  ______________________________________________________________________
 FG1464  GEOID HEIGHT    -        -28.198 (meters)                     GEOID18
 FG1464  DYNAMIC HEIGHT  -        615.969 (meters)     2020.89  (feet) COMP
 FG1464  MODELED GRAVITY -    979,671.5   (mgal)                       NAVD 88
 FG1464
 FG1464  VERT ORDER      -  SECOND    CLASS 0
 FG1464
 FG1464.The horizontal coordinates were scaled from a map and have
 FG1464.an estimated accuracy of +/- 6 seconds.
 FG1464
 FG1464.The orthometric height was determined by differential leveling and
 FG1464.adjusted by the NATIONAL GEODETIC SURVEY
 FG1464.in June 1991.
 FG1464
 FG1464.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1464.GEOID18 height accuracy estimate available here.
 FG1464
 FG1464.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV501540(NAD 83)
 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
 FG1464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1464.See file dsdata.pdf to determine how the superseded data were derived.
 FG1464
 FG1464_MARKER: DB = BENCH MARK DISK
 FG1464_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG1464_STAMPING: M 95 1935
 FG1464_MARK LOGO: CGS
 FG1464_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0641 ***********************************************************************
 EJ0641  DESIGNATION -  M 96
 EJ0641  PID         -  EJ0641
 EJ0641  STATE/COUNTY-  AR/SALINE
 EJ0641  COUNTRY     -  US
 EJ0641  USGS QUAD   -  BELFAST (2017)
 EJ0641
 EJ0641                         *CURRENT SURVEY CONTROL
 EJ0641  ______________________________________________________________________
 EJ0641* NAD 83(1986) POSITION- 34 27 15.     (N) 092 26 18.     (W)   SCALED
 EJ0641* NAVD 88 ORTHO HEIGHT -   119.925 (meters)      393.45  (feet) ADJUSTED
 EJ0641  ______________________________________________________________________
 EJ0641  GEOID HEIGHT    -        -26.151 (meters)                     GEOID18
 EJ0641  DYNAMIC HEIGHT  -        119.811 (meters)      393.08  (feet) COMP
 EJ0641  MODELED GRAVITY -    979,685.3   (mgal)                       NAVD 88
 EJ0641
 EJ0641  VERT ORDER      -  SECOND    CLASS 0
 EJ0641
 EJ0641.The horizontal coordinates were scaled from a map and have
 EJ0641.an estimated accuracy of +/- 6 seconds.
 EJ0641
 EJ0641.The orthometric height was determined by differential leveling and
 EJ0641.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0641.in June 1991.
 EJ0641
 EJ0641.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0641.GEOID18 height accuracy estimate available here.
 EJ0641
 EJ0641.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU515126(NAD 83)
 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
 EJ0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0641.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0641
 EJ0641_MARKER: DB = BENCH MARK DISK
 EJ0641_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0641_STAMPING: M 96 1935
 EJ0641_MARK LOGO: CGS
 EJ0641_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0641
 EJ0641  HISTORY     - Date     Condition        Report By
 EJ0641  HISTORY     - 1935     MONUMENTED       CGS
 EJ0641  HISTORY     - 1962     MARK NOT FOUND   CGS
 EJ0641
 EJ0641                          STATION DESCRIPTION
 EJ0641
 EJ0641'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0493 ***********************************************************************
 EJ0493  DESIGNATION -  M 97
 EJ0493  PID         -  EJ0493
 EJ0493  STATE/COUNTY-  AR/JEFFERSON
 EJ0493  COUNTRY     -  US
 EJ0493  USGS QUAD   -  WHITE HALL (2017)
 EJ0493
 EJ0493                         *CURRENT SURVEY CONTROL
 EJ0493  ______________________________________________________________________
 EJ0493* NAD 83(1986) POSITION- 34 17 59.     (N) 092 05 10.     (W)   SCALED
 EJ0493* NAVD 88 ORTHO HEIGHT -    73.411 (meters)      240.85  (feet) ADJUSTED
 EJ0493  ______________________________________________________________________
 EJ0493  GEOID HEIGHT    -        -26.025 (meters)                     GEOID18
 EJ0493  DYNAMIC HEIGHT  -         73.340 (meters)      240.62  (feet) COMP
 EJ0493  MODELED GRAVITY -    979,670.7   (mgal)                       NAVD 88
 EJ0493
 EJ0493  VERT ORDER      -  FIRST     CLASS II
 EJ0493
 EJ0493.The horizontal coordinates were scaled from a map and have
 EJ0493.an estimated accuracy of +/- 6 seconds.
 EJ0493
 EJ0493.The orthometric height was determined by differential leveling and
 EJ0493.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0493.in June 1991.
 EJ0493
 EJ0493.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0493.GEOID18 height accuracy estimate available here.
 EJ0493
 EJ0493.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT840957(NAD 83)
 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
 EJ0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0493.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0493
 EJ0493_MARKER: DB = BENCH MARK DISK
 EJ0493_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0493_STAMPING: M 97 1935
 EJ0493_MARK LOGO: CGS
 EJ0493_PROJECTION: PROJECTING 15 CENTIMETERS
 EJ0493_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0493_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EJ0493+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2008
 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  HISTORY     - 20080611 GOOD             USACEL
 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.
 EJ0493
 EJ0493                          STATION RECOVERY (2008)
 EJ0493
 EJ0493'RECOVERY NOTE BY USACE LITTLE ROCK 2008 (RED)
 EJ0493'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0859 ***********************************************************************
 EJ0859  DESIGNATION -  M 98
 EJ0859  PID         -  EJ0859
 EJ0859  STATE/COUNTY-  AR/PULASKI
 EJ0859  COUNTRY     -  US
 EJ0859  USGS QUAD   -  FOURCHE SW (2017)
 EJ0859
 EJ0859                         *CURRENT SURVEY CONTROL
 EJ0859  ______________________________________________________________________
 EJ0859* NAD 83(1986) POSITION- 34 47 27.     (N) 092 39 06.     (W)   SCALED
 EJ0859* NAVD 88 ORTHO HEIGHT -   176.985 (meters)      580.66  (feet) ADJUSTED
 EJ0859  ______________________________________________________________________
 EJ0859  GEOID HEIGHT    -        -27.264 (meters)                     GEOID18
 EJ0859  DYNAMIC HEIGHT  -        176.817 (meters)      580.11  (feet) COMP
 EJ0859  MODELED GRAVITY -    979,681.1   (mgal)                       NAVD 88
 EJ0859
 EJ0859  VERT ORDER      -  SECOND    CLASS 0
 EJ0859
 EJ0859.The horizontal coordinates were scaled from a map and have
 EJ0859.an estimated accuracy of +/- 6 seconds.
 EJ0859
 EJ0859.The orthometric height was determined by differential leveling and
 EJ0859.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0859.in June 1991.
 EJ0859
 EJ0859.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0859.GEOID18 height accuracy estimate available here.
 EJ0859
 EJ0859.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU318499(NAD 83)
 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
 EJ0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0859.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0859
 EJ0859_MARKER: DB = BENCH MARK DISK
 EJ0859_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0859_STAMPING: M 98 1935
 EJ0859_MARK LOGO: CGS
 EJ0859_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0845 ***********************************************************************
 EJ0845  DESIGNATION -  M 99
 EJ0845  PID         -  EJ0845
 EJ0845  STATE/COUNTY-  AR/PULASKI
 EJ0845  COUNTRY     -  US
 EJ0845  USGS QUAD   -  FERNDALE (2017)
 EJ0845
 EJ0845                         *CURRENT SURVEY CONTROL
 EJ0845  ______________________________________________________________________
 EJ0845* NAD 83(1986) POSITION- 34 51 41.     (N) 092 33 57.     (W)   SCALED
 EJ0845* NAVD 88 ORTHO HEIGHT -    94.477 (meters)      309.96  (feet) ADJUSTED
 EJ0845  ______________________________________________________________________
 EJ0845  GEOID HEIGHT    -        -27.401 (meters)                     GEOID18
 EJ0845  DYNAMIC HEIGHT  -         94.388 (meters)      309.67  (feet) COMP
 EJ0845  MODELED GRAVITY -    979,692.3   (mgal)                       NAVD 88
 EJ0845
 EJ0845  VERT ORDER      -  SECOND    CLASS 0
 EJ0845
 EJ0845.The horizontal coordinates were scaled from a map and have
 EJ0845.an estimated accuracy of +/- 6 seconds.
 EJ0845
 EJ0845.The orthometric height was determined by differential leveling and
 EJ0845.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0845.in June 1991.
 EJ0845
 EJ0845.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0845.GEOID18 height accuracy estimate available here.
 EJ0845
 EJ0845.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU396577(NAD 83)
 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
 EJ0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0845.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0845
 EJ0845_MARKER: DB = BENCH MARK DISK
 EJ0845_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0845_STAMPING: M 99 1935
 EJ0845_MARK LOGO: CGS
 EJ0845_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0845
 EJ0845  HISTORY     - Date     Condition        Report By
 EJ0845  HISTORY     - 1935     MONUMENTED       CGS
 EJ0845  HISTORY     - 1960     MARK NOT FOUND   CGS
 EJ0845
 EJ0845                          STATION DESCRIPTION
 EJ0845
 EJ0845'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DR9228 ***********************************************************************
 DR9228  DESIGNATION -  M GLENN
 DR9228  PID         -  DR9228
 DR9228  STATE/COUNTY-  AR/YELL
 DR9228  COUNTRY     -  US
 DR9228  USGS QUAD   -  DANVILLE MOUNTAIN (2017)
 DR9228
 DR9228                         *CURRENT SURVEY CONTROL
 DR9228  ______________________________________________________________________
 DR9228* NAD 83(1986) POSITION- 35 03 46.3    (N) 093 15 33.8    (W)   HD_HELD2
 DR9228* NAVD 88 ORTHO HEIGHT -    96.884 (meters)      317.86  (feet) ADJUSTED
 DR9228  ______________________________________________________________________
 DR9228  GEOID HEIGHT    -        -29.376 (meters)                     GEOID18
 DR9228  DYNAMIC HEIGHT  -         96.790 (meters)      317.55  (feet) COMP
 DR9228  MODELED GRAVITY -    979,664.8   (mgal)                       NAVD 88
 DR9228
 DR9228  VERT ORDER      -  SECOND    CLASS I
 DR9228
 DR9228.The horizontal coordinates were established by autonomous hand held GPS
 DR9228.observations and have an estimated accuracy of +/- 10 meters.
 DR9228
 DR9228.The orthometric height was determined by differential leveling and
 DR9228.adjusted by the NATIONAL GEODETIC SURVEY
 DR9228.in September 2023.
 DR9228
 DR9228.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9228.GEOID18 height accuracy estimate available here.
 DR9228
 DR9228.Click photographs - Photos may exist for this station.
 DR9228
 DR9228.The dynamic height is computed by dividing the NAVD 88
 DR9228.geopotential number by the normal gravity value computed on the
 DR9228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9228.degrees latitude (g = 980.6199 gals.).
 DR9228
 DR9228.The modeled gravity was interpolated from observed gravity values.
 DR9228
 DR9228;                    North         East    Units  Estimated Accuracy
 DR9228;SPC AR N     -    81,670.      285,126.      MT  (+/- 10 meters HH2 GPS)
 DR9228
 DR9228_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU7634880044(NAD 83)
 DR9228
 DR9228                          SUPERSEDED SURVEY CONTROL
 DR9228
 DR9228.No superseded survey control is available for this station.
 DR9228
 DR9228_MARKER: DB = BENCH MARK DISK
 DR9228_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DR9228_SP_SET: CULVERT HEADWALL
 DR9228_STAMPING: M GLENN 2023
 DR9228_MARK LOGO: ARHD
 DR9228_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR9228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR9228+STABILITY: SURFACE MOTION
 DR9228_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9228+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2023
 DR9228
 DR9228  HISTORY     - Date     Condition        Report By
 DR9228  HISTORY     - 20230808 MONUMENTED       ARHD
 DR9228
 DR9228                          STATION DESCRIPTION
 DR9228
 DR9228'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2023 (JDH)
 DR9228'THE MARK IS LOCATED ABOUT 7.1 MI (11.4 KM) SOUTH OF CHICKALAH, 5.5 MI
 DR9228'(8.8 KM) NORTH-NORTHEAST OF PLAINVIEW AND 3.0 MI (4.8 KM) NORTHWEST OF
 DR9228'OLA.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR9228'
 DR9228'TO REACH FROM THE INTERSECTION OF HIGHWAY 10 AND 7 GO WEST ALONG ALONG
 DR9228'HIGHWAY 10 FOR 3.1 MI (5.0 KM) TO THE STATION ON THE RIGHT.
 DR9228'
 DR9228'IT IS 45.6 FT (13.9 M) WEST OF CENTER OF HEADWALL BENEATH TRAIN
 DR9228'TRACKS, 35.6 FT (10.9 M) EAST OF THE CENTERLINE OF HIGHWAY 10, 1 FT
 DR9228'(0.3 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DG9424 ***********************************************************************
 DG9424  SACS        -  This is a Secondary Airport Control Station.
 DG9424  DESIGNATION -  M39 A
 DG9424  PID         -  DG9424
 DG9424  STATE/COUNTY-  AR/POLK
 DG9424  COUNTRY     -  US
 DG9424  USGS QUAD   -  MENA (2017)
 DG9424
 DG9424                         *CURRENT SURVEY CONTROL
 DG9424  ______________________________________________________________________
 DG9424* NAD 83(2011) POSITION- 34 32 29.51604(N) 094 12 21.66285(W)   ADJUSTED
 DG9424* NAD 83(2011) ELLIP HT-   298.672 (meters)        (06/27/12)   ADJUSTED
 DG9424* NAD 83(2011) EPOCH   -  2010.00
 DG9424* NAVD 88 ORTHO HEIGHT -   327.65  (meters)     1075.0   (feet) GPS OBS
 DG9424  ______________________________________________________________________
 DG9424  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DG9424  GEOID HEIGHT    -        -28.943 (meters)                     GEOID03
 DG9424  GEOID HEIGHT    -        -29.874 (meters)                     GEOID18
 DG9424  NAD 83(2011) X  -   -385,760.273 (meters)                     COMP
 DG9424  NAD 83(2011) Y  - -5,245,512.925 (meters)                     COMP
 DG9424  NAD 83(2011) Z  -  3,596,257.295 (meters)                     COMP
 DG9424  LAPLACE CORR    -          4.07  (seconds)                    DEFLEC18
 DG9424
 DG9424  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG9424  Standards:
 DG9424         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG9424            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG9424  -------------------------------------------------------------------
 DG9424  NETWORK    0.63   1.31           0.27   0.24   0.67      0.00428440
 DG9424  -------------------------------------------------------------------
 DG9424  Click here for local accuracies and other accuracy information.
 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 National Geodetic Survey in June 2012.
 DG9424
 DG9424.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG9424.been affixed to the stable North American tectonic plate. See 
 DG9424.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG9424
 DG9424.The horizontal coordinates are valid at the epoch date displayed above
 DG9424.which is a decimal equivalence of Year/Month/Day.
 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 published vertical control network.
 DG9424
 DG9424.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG9424.GEOID18 height accuracy estimate available here.
 DG9424
 DG9424.Click photographs - Photos may exist for this station.
 DG9424
 DG9424.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9424
 DG9424.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG9424
 DG9424.The ellipsoidal height was determined by GPS observations
 DG9424.and is referenced to NAD 83.
 DG9424
 DG9424. The following values were computed from the NAD 83(2011) position.
 DG9424
 DG9424;                    North         East     Units Scale Factor Converg.
 DG9424;SPC AR S     -   610,131.025   197,524.196   MT  0.99995754   -1 14 04.9
 DG9424;SPC AR S     - 2,001,738.20    648,043.97   sFT  0.99995754   -1 14 04.9
 DG9424;UTM  15      - 3,822,863.091   389,335.677   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU8933522863(NAD 83)
 DG9424
 DG9424                          SUPERSEDED SURVEY CONTROL
 DG9424
 DG9424  NAD 83(2007)-  34 32 29.51604(N)    094 12 21.66364(W) AD(2002.00) 0
 DG9424  ELLIP H (02/10/07)  298.692  (m)                       GP(2002.00)    
 DG9424  NAD 83(1997)-  34 32 29.51588(N)    094 12 21.66367(W) AD(       ) 1
 DG9424  ELLIP H (03/09/05)  298.674  (m)                       GP(       ) 4 2
 DG9424
 DG9424.Superseded values are not recommended for survey control.
 DG9424
 DG9424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG9424.See file dsdata.pdf to determine how the superseded data were derived.
 DG9424
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1484 ***********************************************************************
 DL1484  DESIGNATION -  MACEDONIA
 DL1484  PID         -  DL1484
 DL1484  STATE/COUNTY-  AR/COLUMBIA
 DL1484  COUNTRY     -  US
 DL1484  USGS QUAD   -  MACEDONIA (2017)
 DL1484
 DL1484                         *CURRENT SURVEY CONTROL
 DL1484  ______________________________________________________________________
 DL1484* NAD 83(1997) POSITION- 33 10 33.40301(N) 093 18 50.41119(W)   ADJUSTED
 DL1484* NAVD 88 ORTHO HEIGHT -   114.    (meters)      374.    (feet) SCALED
 DL1484  ______________________________________________________________________
 DL1484  GEOID HEIGHT    -        -26.389 (meters)                     GEOID18
 DL1484  LAPLACE CORR    -          0.73  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1484.GEOID18 height accuracy estimate available here.
 DL1484
 DL1484.Click photographs - Photos may exist for this station.
 DL1484
 DL1484.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1484
 DL1484. The following values were computed from the NAD 83(1997) position.
 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  =   0.99959683
 DL1484
 DL1484:                Primary Azimuth Mark                     Grid Az
 DL1484:SPC AR S     -  WESTERN                                  191 06 13.2
 DL1484:UTM  15      -  WESTERN                                  190 32 24.2
 DL1484
 DL1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS7072570836(NAD 83)
 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(1993)-  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
 DL1484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1484.See file dsdata.pdf to determine how the superseded data were derived.
 DL1484
 DL1484_MARKER: DS = TRIANGULATION STATION DISK
 DL1484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1484_STAMPING: MACEDONIA 1950
 DL1484_MARK LOGO: CGS
 DL1484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1484+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DK2003 ***********************************************************************
 DK2003  HT_MOD      -  This is a Height Modernization Survey Station.
 DK2003  DESIGNATION -  MACON
 DK2003  PID         -  DK2003
 DK2003  STATE/COUNTY-  AR/CHICOT
 DK2003  COUNTRY     -  US
 DK2003  USGS QUAD   -  HALLEY (2017)
 DK2003
 DK2003                         *CURRENT SURVEY CONTROL
 DK2003  ______________________________________________________________________
 DK2003* NAD 83(2011) POSITION- 33 30 26.24628(N) 091 18 11.66153(W)   ADJUSTED
 DK2003* NAD 83(2011) ELLIP HT-    15.401 (meters)        (06/27/12)   ADJUSTED
 DK2003* NAD 83(2011) EPOCH   -  2010.00
 DK2003* NAVD 88 ORTHO HEIGHT -    41.79  (meters)      137.1   (feet) GPS OBS
 DK2003  ______________________________________________________________________
 DK2003  NAVD 88 orthometric height was determined with geoid model    G99SSS
 DK2003  GEOID HEIGHT    -        -27.108 (meters)                     G99SSS
 DK2003  GEOID HEIGHT    -        -26.328 (meters)                     GEOID18
 DK2003  NAD 83(2011) X  -   -121,080.010 (meters)                     COMP
 DK2003  NAD 83(2011) Y  - -5,322,258.972 (meters)                     COMP
 DK2003  NAD 83(2011) Z  -  3,501,017.066 (meters)                     COMP
 DK2003  LAPLACE CORR    -         -2.46  (seconds)                    DEFLEC18
 DK2003
 DK2003  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK2003  Standards:
 DK2003         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK2003            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK2003  -------------------------------------------------------------------
 DK2003  NETWORK    0.55   0.71           0.22   0.23   0.36      0.01423182
 DK2003  -------------------------------------------------------------------
 DK2003  Click here for local accuracies and other accuracy information.
 DK2003
 DK2003.The horizontal coordinates were established by GPS observations
 DK2003.and adjusted by the National Geodetic Survey in June 2012.
 DK2003
 DK2003.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK2003.been affixed to the stable North American tectonic plate. See 
 DK2003.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK2003
 DK2003.The horizontal coordinates are valid at the epoch date displayed above
 DK2003.which is a decimal equivalence of Year/Month/Day.
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK2003.GEOID18 height accuracy estimate available here.
 DK2003
 DK2003.Click photographs - Photos may exist 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 DEFLEC18 derived deflections.
 DK2003
 DK2003.The ellipsoidal height was determined by GPS observations
 DK2003.and is referenced to NAD 83.
 DK2003
 DK2003. The following values were computed from the NAD 83(2011) position.
 DK2003
 DK2003;                    North         East     Units Scale Factor Converg.
 DK2003;SPC AR S     -   493,456.423   464,736.291   MT  0.99996050   +0 23 23.9
 DK2003;SPC AR S     - 1,618,948.28  1,524,722.31   sFT  0.99996050   +0 23 23.9
 DK2003;UTM  15      - 3,708,815.996   657,600.108   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:                Primary Azimuth Mark                     Grid Az
 DK2003:SPC AR S     -  MACON AZ MK                              129 14 20.5
 DK2003:UTM  15      -  MACON AZ MK                              128 41 31.6
 DK2003
 DK2003_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT5760008815(NAD 83)
 DK2003
 DK2003|---------------------------------------------------------------------|
 DK2003| PID    Reference Object                     Distance      Geod. Az  |
 DK2003|                                                           dddmmss.s |
 DK2003| DK2002 MACON RM A                           29.595 METERS 00146     |
 DK2003| CY6922 MACON AZ MK                                        1293744.4 |
 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 3034735.7 |
 DK2003|---------------------------------------------------------------------|
 DK2003
 DK2003                          SUPERSEDED SURVEY CONTROL
 DK2003
 DK2003  NAD 83(2011)-  33 30 26.24576(N)    091 18 11.66145(W) AD(2010.00) 0
 DK2003  ELLIP H (08/11/14)   15.386  (m)                       GP(2010.00)    
 DK2003  NAD 83(2007)-  33 30 26.24610(N)    091 18 11.66223(W) AD(2002.00) 0
 DK2003  ELLIP H (02/10/07)   15.424  (m)                       GP(2002.00)    
 DK2003  NAD 83(1997)-  33 30 26.24569(N)    091 18 11.66163(W) AD(       ) B
 DK2003  ELLIP H (11/18/03)   15.399  (m)                       GP(       ) 4 1
 DK2003  NAD 83(1997)-  33 30 26.24639(N)    091 18 11.66077(W) AD(       ) 1
 DK2003  NAD 83(1993)-  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  NAVD 88 (08/11/14)   41.7    (m)  GEOID12A model used  GPS OBS        
 DK2003  NGVD 29 (07/19/86)   41.0    (m)          135.     (f) VERT ANG       
 DK2003
 DK2003.Superseded values are not recommended for survey control.
 DK2003
 DK2003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2003.See file dsdata.pdf to determine how the superseded data were derived.
 DK2003
 DK2003_MARKER: DS = TRIANGULATION STATION DISK
 DK2003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2003_STAMPING: MACON 1965
 DK2003_MARK LOGO: CGS
 DK2003_PROJECTION: RECESSED 20 CENTIMETERS
 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 - December 03, 2012
 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  HISTORY     - 20121203 GOOD             JMSM
 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
 DK2003                          STATION RECOVERY (2002)
 DK2003
 DK2003'RECOVERY NOTE BY PYBURN AND ODOM, INCORPORATED 2002
 DK2003'RECOVERED AS DESCRIBED
 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.
 DK2003
 DK2003                          STATION RECOVERY (2012)
 DK2003
 DK2003'RECOVERY NOTE BY JOHNSON-MCADAMS SURVEYING AND MAPPING 2012 (JFF)
 DK2003'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK2002 ***********************************************************************
 DK2002  DESIGNATION -  MACON RM A
 DK2002  PID         -  DK2002
 DK2002  STATE/COUNTY-  AR/CHICOT
 DK2002  COUNTRY     -  US
 DK2002  USGS QUAD   -  HALLEY (2017)
 DK2002
 DK2002                         *CURRENT SURVEY CONTROL
 DK2002  ______________________________________________________________________
 DK2002* NAD 83(1997) POSITION- 33 30 27.20649(N) 091 18 11.62557(W)   ADJUSTED
 DK2002* NAVD 88 ORTHO HEIGHT -    40.9   (meters)      134.    (feet) VERTCON3
 DK2002  ______________________________________________________________________
 DK2002  GEOID HEIGHT    -        -26.328 (meters)                     GEOID18
 DK2002  LAPLACE CORR    -         -2.46  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK2002.GEOID18 height accuracy estimate available here.
 DK2002
 DK2002.Click photographs - Photos may exist for this station.
 DK2002
 DK2002.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK2002
 DK2002. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT5760008845(NAD 83)
 DK2002
 DK2002|---------------------------------------------------------------------|
 DK2002| PID    Reference Object                     Distance      Geod. Az  |
 DK2002|                                                           dddmmss.s |
 DK2002| DK1999 EUNICE                              APPROX. 7.4 KM 0631131.0 |
 DK2002| DK2003 MACON                                29.595 METERS 18146     |
 DK2002| DK2006 HALLEY MUN TANK                     APPROX. 9.2 KM 3033812.6 |
 DK2002|---------------------------------------------------------------------|
 DK2002
 DK2002                          SUPERSEDED SURVEY CONTROL
 DK2002
 DK2002  NAD 83(1993)-  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
 DK2002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2002.See file dsdata.pdf to determine how the superseded data were derived.
 DK2002
 DK2002_MARKER: DS = TRIANGULATION STATION DISK
 DK2002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2002_STAMPING: MACON RM A 1965
 DK2002_MARK LOGO: CGS
 DK2002_PROJECTION: RECESSED 30 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH3010 ***********************************************************************
 EH3010  DESIGNATION -  MADDING
 EH3010  PID         -  EH3010
 EH3010  STATE/COUNTY-  AR/JEFFERSON
 EH3010  COUNTRY     -  US
 EH3010  USGS QUAD   -  MOSCOW (2017)
 EH3010
 EH3010                         *CURRENT SURVEY CONTROL
 EH3010  ______________________________________________________________________
 EH3010* NAD 83(1997) POSITION- 34 13 28.52877(N) 091 50 00.75104(W)   ADJUSTED
 EH3010* NAVD 88 ORTHO HEIGHT -    61.03  (+/-2cm)      200.2   (feet) VERTCON3
 EH3010  ______________________________________________________________________
 EH3010  GEOID HEIGHT    -        -26.026 (meters)                     GEOID18
 EH3010  LAPLACE CORR    -         -0.57  (seconds)                    DEFLEC18
 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
 EH3010.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH3010.GEOID18 height accuracy estimate available here.
 EH3010
 EH3010.The vertical order pertains to the NGVD 29 superseded value.
 EH3010
 EH3010.Click photographs - Photos may exist for this station.
 EH3010
 EH3010.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH3010
 EH3010. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999450  x   0.99992396  =   0.99991847
 EH3010!UTM  15      -   0.99999450  x   0.99974229  =   0.99973680
 EH3010
 EH3010:                Primary Azimuth Mark                     Grid Az
 EH3010:SPC AR S     -  MADDING AZ MK                            046 23 53.2
 EH3010:UTM  15      -  MADDING AZ MK                            045 50 06.6
 EH3010
 EH3010_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT0743887673(NAD 83)
 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              61.08   (m)          200.4    (f) LEVELING    3  
 EH3010
 EH3010.Superseded values are not recommended for survey control.
 EH3010
 EH3010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3010.See file dsdata.pdf to determine how the superseded data were derived.
 EH3010
 EH3010_MARKER: DS = TRIANGULATION STATION DISK
 EH3010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH3010_STAMPING: MADDING 1938
 EH3010_MARK LOGO: CGS
 EH3010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH3010+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1750 ***********************************************************************
 EH1750  DESIGNATION -  MADDING RM 1
 EH1750  PID         -  EH1750
 EH1750  STATE/COUNTY-  AR/JEFFERSON
 EH1750  COUNTRY     -  US
 EH1750  USGS QUAD   -  MOSCOW (2017)
 EH1750
 EH1750                         *CURRENT SURVEY CONTROL
 EH1750  ______________________________________________________________________
 EH1750* NAD 83(1986) POSITION- 34 13 28.63   (N) 091 49 58.79   (W)   HD_HELD1
 EH1750* NAVD 88 ORTHO HEIGHT -    61.668 (meters)      202.32  (feet) ADJUSTED
 EH1750  ______________________________________________________________________
 EH1750  GEOID HEIGHT    -        -26.027 (meters)                     GEOID18
 EH1750  DYNAMIC HEIGHT  -         61.608 (meters)      202.13  (feet) COMP
 EH1750  MODELED GRAVITY -    979,665.0   (mgal)                       NAVD 88
 EH1750
 EH1750  VERT ORDER      -  SECOND    CLASS 0
 EH1750
 EH1750.The horizontal coordinates were determined by differentially corrected
 EH1750.hand held GPS observations or other comparable positioning techniques
 EH1750.and have an estimated accuracy of +/- 3 meters.
 EH1750
 EH1750.The orthometric height was determined by differential leveling and
 EH1750.adjusted by the NATIONAL GEODETIC SURVEY
 EH1750.in August 1993.
 EH1750
 EH1750.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1750.GEOID18 height accuracy estimate available here.
 EH1750
 EH1750.Click photographs - Photos may exist for this station.
 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     -   572,809.1     415,386.6     MT  (+/- 3 meters HH1 GPS) 
 EH1750
 EH1750_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT0748887677(NAD 83)
 EH1750
 EH1750                          SUPERSEDED SURVEY CONTROL
 EH1750
 EH1750  NAVD 88 (06/15/91)   61.678  (m)          202.36   (f) SUPERSEDED  2 0
 EH1750  NGVD 29 (11/26/84)   61.710  (m)          202.46   (f) ADJUSTED    2 0
 EH1750
 EH1750.Superseded values are not recommended for survey control.
 EH1750
 EH1750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1750.See file dsdata.pdf to determine how the superseded data were derived.
 EH1750
 EH1750_MARKER: DR = REFERENCE MARK DISK
 EH1750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1750_STAMPING: MADDING NO 1 1938
 EH1750_MARK LOGO: CGS
 EH1750_PROJECTION: RECESSED 46 CENTIMETERS
 EH1750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1750+STABILITY: SURFACE MOTION
 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 MILES SOUTHEAST OF ALTHEIMER, JEFFERSON COUNTY, 6.7 MILES SOUTH
 EH1750'AND 1.0 MILE EAST OF, T5S, R7W, 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 = MARCH 20, 2026 22:17:28 EDT
 EH1751 ***********************************************************************
 EH1751  DESIGNATION -  MADDING RM 2
 EH1751  PID         -  EH1751
 EH1751  STATE/COUNTY-  AR/JEFFERSON
 EH1751  COUNTRY     -  US
 EH1751  USGS QUAD   -  MOSCOW (2017)
 EH1751
 EH1751                         *CURRENT SURVEY CONTROL
 EH1751  ______________________________________________________________________
 EH1751* NAD 83(1986) POSITION- 34 13 26.93   (N) 091 50 00.83   (W)   HD_HELD1
 EH1751* NAVD 88 ORTHO HEIGHT -    62.214 (meters)      204.11  (feet) ADJUSTED
 EH1751  ______________________________________________________________________
 EH1751  GEOID HEIGHT    -        -26.026 (meters)                     GEOID18
 EH1751  DYNAMIC HEIGHT  -         62.153 (meters)      203.91  (feet) COMP
 EH1751  MODELED GRAVITY -    979,665.0   (mgal)                       NAVD 88
 EH1751
 EH1751  VERT ORDER      -  SECOND    CLASS 0
 EH1751
 EH1751.The horizontal coordinates were determined by differentially corrected
 EH1751.hand held GPS observations or other comparable positioning techniques
 EH1751.and have an estimated accuracy of +/- 3 meters.
 EH1751
 EH1751.The orthometric height was determined by differential leveling and
 EH1751.adjusted by the NATIONAL GEODETIC SURVEY
 EH1751.in August 1993.
 EH1751
 EH1751.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1751.GEOID18 height accuracy estimate available here.
 EH1751
 EH1751.Click photographs - Photos may exist for this station.
 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     -   572,756.7     415,334.5     MT  (+/- 3 meters HH1 GPS) 
 EH1751
 EH1751_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT0743687624(NAD 83)
 EH1751
 EH1751                          SUPERSEDED SURVEY CONTROL
 EH1751
 EH1751  NAVD 88 (06/15/91)   62.224  (m)          204.15   (f) SUPERSEDED  2 0
 EH1751  NGVD 29 (11/26/84)   62.256  (m)          204.25   (f) ADJUSTED    2 0
 EH1751
 EH1751.Superseded values are not recommended for survey control.
 EH1751
 EH1751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1751.See file dsdata.pdf to determine how the superseded data were derived.
 EH1751
 EH1751_MARKER: DR = REFERENCE MARK DISK
 EH1751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1751_STAMPING: MADDING NO 2 1938
 EH1751_MARK LOGO: CGS
 EH1751_PROJECTION: PROJECTING 15 CENTIMETERS
 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 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 = MARCH 20, 2026 22:17:28 EDT
 FG1888 ***********************************************************************
 FG1888  DESIGNATION -  MAG
 FG1888  PID         -  FG1888
 FG1888  STATE/COUNTY-  AR/LOGAN
 FG1888  COUNTRY     -  US
 FG1888  USGS QUAD   -  BLUE MOUNTAIN (2017)
 FG1888
 FG1888                         *CURRENT SURVEY CONTROL
 FG1888  ______________________________________________________________________
 FG1888* NAD 83(1997) POSITION- 35 10 01.25833(N) 093 38 41.01331(W)   ADJUSTED
 FG1888* NAVD 88 ORTHO HEIGHT -   839.    (meters)     2753.    (feet) SCALED
 FG1888  ______________________________________________________________________
 FG1888  GEOID HEIGHT    -        -29.633 (meters)                     GEOID18
 FG1888  LAPLACE CORR    -          2.42  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1888.GEOID18 height accuracy estimate available here.
 FG1888
 FG1888.Click photographs - Photos may exist for this station.
 FG1888
 FG1888.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1888
 FG1888. The following values were computed from the NAD 83(1997) position.
 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     -   0.99987296  x   0.99996228  =   0.99983525
 FG1888!UTM  15      -   0.99987296  x   0.99964248  =   0.99951549
 FG1888
 FG1888:                Primary Azimuth Mark                     Grid Az
 FG1888:SPC AR N     -  JEAN RESET                               198 29 16.4
 FG1888:UTM  15      -  JEAN RESET                               197 54 07.9
 FG1888
 FG1888_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU4128791755(NAD 83)
 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(1993)-  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
 FG1888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1888.See file dsdata.pdf to determine how the superseded data were derived.
 FG1888
 FG1888_MARKER: DS = TRIANGULATION STATION DISK
 FG1888_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 FG1888_STAMPING: MAG 1928
 FG1888_MARK LOGO: CGS
 FG1888_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG1888_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FG1888+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2021
 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  HISTORY     - 20081109 GOOD             GEOCAC
 FG1888  HISTORY     - 20100906 POOR             GEOCAC
 FG1888  HISTORY     - 20211008 SEE DESCRIPTION  USAF
 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.
 FG1888
 FG1888                          STATION RECOVERY (2008)
 FG1888
 FG1888'RECOVERY NOTE BY GEOCACHING 2008 (CA)
 FG1888'MARK HAS BEEN MOVED AS DESCRIBED IN 2005 RECOVERY.
 FG1888
 FG1888                          STATION RECOVERY (2010)
 FG1888
 FG1888'RECOVERY NOTE BY GEOCACHING 2010 (JA)
 FG1888'BENCHMARK IS IN CONDITION AS DESCRIBED ABOVE. BENCHMARK 43T (PID
 FG1888'UNKNOWN) HAS BEEN PLACED IN PLACE OF THE BOULDER THAT CONTAINS THIS
 FG1888'BENCHMARK.
 FG1888
 FG1888                          STATION RECOVERY (2021)
 FG1888
 FG1888'RECOVERY NOTE BY US AIR FORCE 2021 (WTL)
 FG1888'MARK RECOVERED HOWEVER, RECOVERED MARK HAS DIFFERENT IDENTIFYING
 FG1888'INFORMATION THAN THAT DESCRIBED IN PID.  SEE UPLOADED PHOTO OF
 FG1888'RECOVERED MARK.  AS PREVIOUSLY DESCRIBED, 1928 MARK WAS REMOVED
 FG1888'HOWEVER, ORIGINAL MARK WAS NOT RECOVERED AT THE LOCATION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1889 ***********************************************************************
 FG1889  DESIGNATION -  MAGAZINE
 FG1889  PID         -  FG1889
 FG1889  STATE/COUNTY-  AR/LOGAN
 FG1889  COUNTRY     -  US
 FG1889  USGS QUAD   -  BLUE MOUNTAIN (2017)
 FG1889
 FG1889                         *CURRENT SURVEY CONTROL
 FG1889  ______________________________________________________________________
 FG1889* NAD 83(1997) POSITION- 35 09 47.21630(N) 093 40 43.77599(W)   ADJUSTED
 FG1889* NAVD 88 ORTHO HEIGHT -   824.    (meters)     2703.    (feet) SCALED
 FG1889  ______________________________________________________________________
 FG1889  GEOID HEIGHT    -        -29.713 (meters)                     GEOID18
 FG1889  LAPLACE CORR    -          4.68  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1889.GEOID18 height accuracy estimate available here.
 FG1889
 FG1889.Click photographs - Photos may exist for this station.
 FG1889
 FG1889.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1889
 FG1889. The following values were computed from the NAD 83(1997) position.
 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     -   0.99987533  x   0.99996278  =   0.99983811
 FG1889!UTM  15      -   0.99987533  x   0.99964710  =   0.99952247
 FG1889
 FG1889:                Primary Azimuth Mark                     Grid Az
 FG1889:SPC AR N     -  DANVILLE                                 111 43 56.6
 FG1889:UTM  15      -  DANVILLE                                 111 08 47.1
 FG1889
 FG1889_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU3817891343(NAD 83)
 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(1993)-  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  USSD        -  35 09 47.04700(N)    093 40 42.96900(W) AD(       ) 3
 FG1889
 FG1889.Superseded values are not recommended for survey control.
 FG1889
 FG1889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1889.See file dsdata.pdf to determine how the superseded data were derived.
 FG1889
 FG1889_MARKER: DS = TRIANGULATION STATION DISK
 FG1889_SETTING: 66 = SET IN ROCK OUTCROP
 FG1889_MARK LOGO: CGS
 FG1889_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FG1889+STABILITY: POSITION/ELEVATION WELL
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1890 ***********************************************************************
 FG1890  DESIGNATION -  MAGAZINE 2
 FG1890  PID         -  FG1890
 FG1890  STATE/COUNTY-  AR/LOGAN
 FG1890  COUNTRY     -  US
 FG1890  USGS QUAD   -  BLUE MOUNTAIN (2017)
 FG1890
 FG1890                         *CURRENT SURVEY CONTROL
 FG1890  ______________________________________________________________________
 FG1890* NAD 83(1997) POSITION- 35 09 46.91200(N) 093 40 43.13192(W)   ADJUSTED
 FG1890* NAVD 88 ORTHO HEIGHT -   824.    (meters)     2703.    (feet) SCALED
 FG1890  ______________________________________________________________________
 FG1890  GEOID HEIGHT    -        -29.713 (meters)                     GEOID18
 FG1890  LAPLACE CORR    -          4.66  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1890.GEOID18 height accuracy estimate available here.
 FG1890
 FG1890.Click photographs - Photos may exist for this station.
 FG1890
 FG1890.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1890
 FG1890. The following values were computed from the NAD 83(1997) position.
 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     -   0.99987533  x   0.99996279  =   0.99983812
 FG1890!UTM  15      -   0.99987533  x   0.99964708  =   0.99952245
 FG1890
 FG1890:                Primary Azimuth Mark                     Grid Az
 FG1890:SPC AR N     -  MAGAZINE 2 AZ MK                         285 50 10.5
 FG1890:UTM  15      -  MAGAZINE 2 AZ MK                         285 15 01.1
 FG1890
 FG1890_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU3819491333(NAD 83)
 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(1993)-  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
 FG1890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1890.See file dsdata.pdf to determine how the superseded data were derived.
 FG1890
 FG1890_MARKER: DS = TRIANGULATION STATION DISK
 FG1890_SETTING: 66 = SET IN ROCK OUTCROP
 FG1890_STAMPING: MAGAZINE NO 2 1940
 FG1890_MARK LOGO: CGS
 FG1890_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FG1890+STABILITY: POSITION/ELEVATION WELL
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1892 ***********************************************************************
 EJ1892  DESIGNATION -  MAGNET
 EJ1892  PID         -  EJ1892
 EJ1892  STATE/COUNTY-  AR/HOT SPRING
 EJ1892  COUNTRY     -  US
 EJ1892  USGS QUAD   -  LONSDALE (2017)
 EJ1892
 EJ1892                         *CURRENT SURVEY CONTROL
 EJ1892  ______________________________________________________________________
 EJ1892* NAD 83(1997) POSITION- 34 30 05.04906(N) 092 49 18.38521(W)   ADJUSTED
 EJ1892* NAVD 88 ORTHO HEIGHT -   259.    (meters)      850.    (feet) SCALED
 EJ1892  ______________________________________________________________________
 EJ1892  GEOID HEIGHT    -        -26.590 (meters)                     GEOID18
 EJ1892  LAPLACE CORR    -          2.40  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1892.GEOID18 height accuracy estimate available here.
 EJ1892
 EJ1892.Click photographs - Photos may exist for this station.
 EJ1892
 EJ1892.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1892
 EJ1892. The following values were computed from the NAD 83(1997) position.
 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     -  MAGNET BAROID WATER TANK                 157 59 12.2
 EJ1892:UTM  15      -  MAGNET BAROID WATER TANK                 157 25 33.0
 EJ1892
 EJ1892_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU1636117767(NAD 83)
 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
 EJ1892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1892.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1892
 EJ1892_MARKER: DS = TRIANGULATION STATION DISK
 EJ1892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1892_STAMPING: MAGNET 1963
 EJ1892_MARK LOGO: CGS
 EJ1892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1892+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DL0627 ***********************************************************************
 DL0627  CBN         -  This is a Cooperative Base Network Control Station.
 DL0627  DESIGNATION -  MAGNOLIA 2
 DL0627  PID         -  DL0627
 DL0627  STATE/COUNTY-  AR/COLUMBIA
 DL0627  COUNTRY     -  US
 DL0627  USGS QUAD   -  MAGNOLIA (2017)
 DL0627
 DL0627                         *CURRENT SURVEY CONTROL
 DL0627  ______________________________________________________________________
 DL0627* NAD 83(2011) POSITION- 33 17 25.46088(N) 093 14 09.65478(W)   ADJUSTED
 DL0627* NAD 83(2011) ELLIP HT-    79.217 (meters)        (06/27/12)   ADJUSTED
 DL0627* NAD 83(2011) EPOCH   -  2010.00
 DL0627* NAVD 88 ORTHO HEIGHT -   105.7   (meters)      347.    (feet) GPS OBS
 DL0627  ______________________________________________________________________
 DL0627  NAVD 88 orthometric height was determined with geoid model    GEOID96
 DL0627  GEOID HEIGHT    -        -26.334 (meters)                     GEOID96
 DL0627  GEOID HEIGHT    -        -26.449 (meters)                     GEOID18
 DL0627  NAD 83(2011) X  -   -301,264.933 (meters)                     COMP
 DL0627  NAD 83(2011) Y  - -5,328,421.011 (meters)                     COMP
 DL0627  NAD 83(2011) Z  -  3,480,969.493 (meters)                     COMP
 DL0627  LAPLACE CORR    -          1.13  (seconds)                    DEFLEC18
 DL0627
 DL0627  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL0627  Standards:
 DL0627         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL0627            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL0627  -------------------------------------------------------------------
 DL0627  NETWORK    0.57   1.29           0.26   0.20   0.66      0.02409916
 DL0627  -------------------------------------------------------------------
 DL0627  Click here for local accuracies and other accuracy information.
 DL0627
 DL0627.The horizontal coordinates were established by GPS observations
 DL0627.and adjusted by the National Geodetic Survey in June 2012.
 DL0627
 DL0627.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL0627.been affixed to the stable North American tectonic plate. See 
 DL0627.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL0627
 DL0627.The horizontal coordinates are valid at the epoch date displayed above
 DL0627.which is a decimal equivalence of Year/Month/Day.
 DL0627
 DL0627.The orthometric height was determined by GPS observations and a
 DL0627.high-resolution geoid model.
 DL0627
 DL0627.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0627.GEOID18 height accuracy estimate available here.
 DL0627
 DL0627.Click photographs - Photos may exist for this station.
 DL0627
 DL0627.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL0627
 DL0627.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL0627
 DL0627.The ellipsoidal height was determined by GPS observations
 DL0627.and is referenced to NAD 83.
 DL0627
 DL0627. The following values were computed from the NAD 83(2011) position.
 DL0627
 DL0627;                    North         East     Units Scale Factor Converg.
 DL0627;SPC AR S     -   469,876.583   284,872.851   MT  1.00000214   -0 41 30.4
 DL0627;SPC AR S     - 1,541,586.76    934,620.35   sFT  1.00000214   -0 41 30.4
 DL0627;UTM  15      - 3,683,506.952   478,024.928   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS7802483506(NAD 83)
 DL0627
 DL0627|---------------------------------------------------------------------|
 DL0627| PID    Reference Object                     Distance      Geod. Az  |
 DL0627|                                                           dddmmss.s |
 DL0627| DL1471 MAGNOLIA 2 AZ MK                    157.026 METERS 08358     |
 DL0627| DL0629 MAGNOLIA 2 RM 5                      16.069 METERS 12221     |
 DL0627| DL0628 MAGNOLIA RM 4                        24.546 METERS 25708     |
 DL0627| DL0626 MAGNOLIA                             32.294 METERS 28619     |
 DL0627|---------------------------------------------------------------------|
 DL0627
 DL0627                          SUPERSEDED SURVEY CONTROL
 DL0627
 DL0627  NAD 83(2007)-  33 17 25.46088(N)    093 14 09.65567(W) AD(2002.00) 0
 DL0627  ELLIP H (02/10/07)   79.231  (m)                       GP(2002.00)    
 DL0627  ELLIP H (07/20/01)   79.220  (m)                       GP(       ) 4 1
 DL0627  NAD 83(1997)-  33 17 25.46057(N)    093 14 09.65577(W) AD(       ) B
 DL0627  ELLIP H (09/19/97)   79.268  (m)                       GP(       ) 4 1
 DL0627  NAD 83(1993)-  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  NGVD 29             105.76   (m)          347.0    (f) LEVELING    3  
 DL0627
 DL0627.Superseded values are not recommended for survey control.
 DL0627
 DL0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0627.See file dsdata.pdf to determine how the superseded data were derived.
 DL0627
 DL0627_MARKER: DH = HORIZONTAL CONTROL DISK
 DL0627_SETTING: 7 = 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 - May 28, 2008
 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  HISTORY     - 20080528 GOOD             ARHD
 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 GROUNDS
 DL0627'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 NORTH
 DL0627'ON STATE HIGHWAY 19 FOR 1.5 MILES TO A FORK AT SOUTH EDGE OF
 DL0627'UNIVERSITY GROUNDS.  TAKE RIGHT FORK FOR 0.05 MILE TO A SIDE ROAD
 DL0627'LEFT, TURN LEFT AND GO NORTH FOR 0.15 MILE TO BUSSEY HALL AND AZIMUTH
 DL0627'MARK ON THE RIGHT, TURN LEFT AND GO WEST FOR 0.1 MILE TO STATION.
 DL0627'
 DL0627'THE STATION SURFACE AND UNDERGROUND MARKS ARE STANDARD TRIANGULATION
 DL0627'STATION DISK, STAMPED MAGNOLIA 2 1976, SURFACE MARK IS SET IN TOP OF A
 DL0627'ROUND CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 59.2 FEET NORTHEAST
 DL0627'OF THE NORTHWEST CORNER OF AUDITORIUM BUILDING, 59.1 FEET NORTHWEST OF
 DL0627'NORTHEAST CORNER OF AUDITORIUM BUILDING, 53 FEET EAST OF 20 INCH PECAN
 DL0627'TREE, 11.2 FEET NORTH OF WEST EDGE OF BRICK EDGED SIDEWALK IN FRONT OF
 DL0627'AUDITORIUM 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 OF
 DL0627'CROSS HALL, 32.5 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF NEW
 DL0627'AUDITORIUM BUILDING AND 15.8 FEET NORTHWEST OF THE NORTHEAST CORNER OF
 DL0627'A CONCRETE WALL AROUND A PLANTER. (NOTE) THE ARROW ON DISK POINTS TO
 DL0627'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 CONCRETE
 DL0627'SIDEWALK.  IT IS 11.8 FEET NORTH OF THE NORTHEAST CORNER OF AUDITORIUM
 DL0627'BUILDING, 15.8 FEET SOUTH OF THE EAST ONE OF SEVERAL LIGHT POST, 15.3
 DL0627'FEET NORTHWEST OF THE NORTHWEST CORNER OF CONCRETE WALL AROUND A
 DL0627'PLANTER.
 DL0627'
 DL0627'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, STAMPED MAGNOLIA 2 1976,
 DL0627'SET IN A DRILL HOLE IN CONCRETE SIDE WALK, LEADING TO THE WEST
 DL0627'ENTRANCE OF BUSSEY HALL.  IT IS 71.5 FEET SOUTHWEST OF THE NORTHWEST
 DL0627'CORNER OF BUSSEY HALL, 93.8 FEET NORTHWEST OF NORTHWEST CORNER OF
 DL0627'SOUTHWEST WING OF BUSSEY HALL, 43.2 FEET NORTHWEST OF THE CENTER OF A
 DL0627'BIRD-BATH AND 10 FEET EAST OF THE EAST CURB OF 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.
 DL0627'
 DL0627'TO REACH THE STATION FROM THE COLUMBIA COUNTY COURTHOUSE IN MAGNOLIA,
 DL0627'GO EAST ON STATE HIGHWAY 82-B FOR 0.12 MILES (0.19 KM) TO THE
 DL0627'INTERSECTION OF U.S. HIGHWAY 82 AND ARKANSAS STATE HIGHWAYS 79-B AND
 DL0627'133.  TURN LEFT AND GO NORTH ON HIGHWAY 133 FOR 1.8 MILES (2.9 KM) TO
 DL0627'A PARKING LOT AND A SIX-STORY BELL TOWER AND THE STATION ON THE RIGHT.
 DL0627'
 DL0627'THE STATION IS IN FRONT OF THE HARTON THEATER UNDER THE THEATER SIGN.
 DL0627'LOCATED 59.2 FEET (18.0 M) NORTHEAST OF THE NORTHWEST CORNER OF THE
 DL0627'THEATER BUILDING, 59.1 FEET (18.0 M) NORTHWEST OF THE NORTHEAST CORNER
 DL0627'OF THE SAME BUILDING, 11.2 FEET (3.4 M) NORTH OF THE NORTH EDGE OF AN
 DL0627'EAST-WEST SIDEWALK, 8.8 FEET (2.7 M) NORTH OF A LIGHT POLE AND FLUSH
 DL0627'WITH GROUND.
 DL0627
 DL0627                          STATION RECOVERY (2000)
 DL0627
 DL0627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DW)
 DL0627'RECOVERED AS DESCRIBED.
 DL0627
 DL0627                          STATION RECOVERY (2008)
 DL0627
 DL0627'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2008 (VJB)
 DL0627'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL1471 ***********************************************************************
 DL1471  DESIGNATION -  MAGNOLIA 2 AZ MK
 DL1471  PID         -  DL1471
 DL1471  STATE/COUNTY-  AR/COLUMBIA
 DL1471  COUNTRY     -  US
 DL1471  USGS QUAD   -  MAGNOLIA (2017)
 DL1471
 DL1471                         *CURRENT SURVEY CONTROL
 DL1471  ______________________________________________________________________
 DL1471* NAD 83(1997) POSITION- 33 17 25.99564(N) 093 14 03.62036(W)   NO CHECK
 DL1471* NAVD 88 ORTHO HEIGHT -   103.    (meters)      338.    (feet) VERTCON3
 DL1471  ______________________________________________________________________
 DL1471  GEOID HEIGHT    -        -26.448 (meters)                     GEOID18
 DL1471  LAPLACE CORR    -          1.13  (seconds)                    DEFLEC18
 DL1471  HORZ ORDER      -  THIRD
 DL1471
 DL1471.The horizontal coordinates were established by classical geodetic methods
 DL1471.and adjusted by the National Geodetic Survey in September 1999.
 DL1471
 DL1471.No horizontal observational check was made to the station.
 DL1471
 DL1471.The NAVD 88 height was computed by applying the VERTCON shift value to
 DL1471.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DL1471
 DL1471.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1471.GEOID18 height accuracy estimate available here.
 DL1471
 DL1471.Click photographs - Photos may exist for this station.
 DL1471
 DL1471.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1471
 DL1471. The following values were computed from the NAD 83(1997) position.
 DL1471
 DL1471;                    North         East     Units Scale Factor Converg.
 DL1471;SPC AR S     -   469,891.173   285,029.172   MT  1.00000211   -0 41 27.1
 DL1471;SPC AR S     - 1,541,634.62    935,133.21   sFT  1.00000211   -0 41 27.1
 DL1471;UTM  15      - 3,683,523.069   478,181.037   MT  0.99960587   -0 07 43.1
 DL1471
 DL1471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1471!SPC AR S     -   0.99998799  x   1.00000211  =   0.99999010
 DL1471!UTM  15      -   0.99998799  x   0.99960587  =   0.99959386
 DL1471
 DL1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS7818183523(NAD 83)
 DL1471
 DL1471|---------------------------------------------------------------------|
 DL1471| PID    Reference Object                     Distance      Geod. Az  |
 DL1471|                                                           dddmmss.s |
 DL1471| DL0627 MAGNOLIA 2                          157.026 METERS 26358     |
 DL1471| DL0626 MAGNOLIA                            187.298 METERS 26744     |
 DL1471|---------------------------------------------------------------------|
 DL1471
 DL1471                          SUPERSEDED SURVEY CONTROL
 DL1471
 DL1471  NAD 83(1993)-  33 17 26.00449(N)    093 14 03.61129(W) AD(       ) 3
 DL1471  NAD 83(1986)-  33 17 26.00674(N)    093 14 03.60990(W) AD(       ) 3
 DL1471  NAD 27      -  33 17 25.54863(N)    093 14 03.00922(W) AD(       ) 3
 DL1471  NGVD 29 (07/19/86)  103.     (m)          338.     (f) VERT ANG       
 DL1471
 DL1471.Superseded values are not recommended for survey control.
 DL1471
 DL1471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1471.See file dsdata.pdf to determine how the superseded data were derived.
 DL1471
 DL1471_MARKER: DZ = AZIMUTH MARK DISK
 DL1471_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL1471_SP_SET: SIDEWALK
 DL1471_STAMPING: MAGNOLIA 2 1976
 DL1471_MARK LOGO: NGS
 DL1471_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL1471
 DL1471  HISTORY     - Date     Condition        Report By
 DL1471  HISTORY     - 1976     MONUMENTED       NGS
 DL1471
 DL1471                          STATION DESCRIPTION
 DL1471
 DL1471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 DL1471'THE MARK IS LOCATED ABOUT 6.7 MI (10.8 KM) NORTHWEST OF CALHOUN, 5.5
 DL1471'MI (8.8 KM) SOUTHEAST OF WALDO AND 1.7 MI (2.7 KM) NORTH OF MAGNOLIA.
 DL1471'
 DL1471'IT IS SET IN A DRILL HOLE IN CONCRETE SIDE WALK LEADING TO THE WEST
 DL1471'ENTRANCE OF BUSSEY HALL, 71.5 FT (21.8 M) SOUTHWEST OF THE NORTHWEST
 DL1471'CORNER OF BUSSEY HALL, 93.8 FT (28.6 M) NORTHWEST OF THE NORTHWEST
 DL1471'CORNER OF SOUTHWEST WING OF BUSSEY HALL, 43.2 FT (13.2 M) NORTHWEST OF
 DL1471'THE CENTER OF A BIRD-BATH AND 10 FT (3.0 M) EAST OF THE EAST CURB OF
 DL1471'STREET.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0629 ***********************************************************************
 DL0629  DESIGNATION -  MAGNOLIA 2 RM 5
 DL0629  PID         -  DL0629
 DL0629  STATE/COUNTY-  AR/COLUMBIA
 DL0629  COUNTRY     -  US
 DL0629  USGS QUAD   -  MAGNOLIA (2017)
 DL0629
 DL0629                         *CURRENT SURVEY CONTROL
 DL0629  ______________________________________________________________________
 DL0629* NAD 83(1986) POSITION- 33 17 25.18   (N) 093 14 09.13   (W)   HD_HELD1
 DL0629* NAVD 88 ORTHO HEIGHT -   105.70  (+/-2cm)      346.8   (feet) VERTCON3
 DL0629  ______________________________________________________________________
 DL0629  GEOID HEIGHT    -        -26.449 (meters)                     GEOID18
 DL0629  VERT ORDER      -  THIRD (See Below)
 DL0629
 DL0629.The horizontal coordinates were determined by differentially corrected
 DL0629.hand held GPS observations or other comparable positioning techniques
 DL0629.and have an estimated accuracy of +/- 3 meters.
 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
 DL0629.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0629.GEOID18 height accuracy estimate available here.
 DL0629
 DL0629.The vertical order pertains to the NGVD 29 superseded value.
 DL0629
 DL0629.Click photographs - Photos may exist for this station.
 DL0629
 DL0629;                    North         East    Units  Estimated Accuracy
 DL0629;SPC AR S     -   469,867.8     284,886.3     MT  (+/- 3 meters HH1 GPS) 
 DL0629
 DL0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS7803883498(NAD 83)
 DL0629
 DL0629                          SUPERSEDED SURVEY CONTROL
 DL0629
 DL0629  NGVD 29 (08/21/02)  105.74   (m)          346.9    (f) RESET       3  
 DL0629
 DL0629.Superseded values are not recommended for survey control.
 DL0629
 DL0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0629.See file dsdata.pdf to determine how the superseded data were derived.
 DL0629
 DL0629_MARKER: DR = REFERENCE MARK DISK
 DL0629_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL0629_SP_SET: SIDEWALK
 DL0629_STAMPING: MAGNOLIA 2 NO 5 1976
 DL0629_MARK LOGO: NGS
 DL0629_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0629
 DL0629  HISTORY     - Date     Condition        Report By
 DL0629  HISTORY     - 1976     MONUMENTED       NGS
 DL0629  HISTORY     - 20240807 MARK NOT FOUND   ARHD
 DL0629
 DL0629                          STATION DESCRIPTION
 DL0629
 DL0629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 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.
 DL0629
 DL0629                          STATION RECOVERY (2024)
 DL0629
 DL0629'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (SCW)
 DL0629'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL1470 ***********************************************************************
 DL1470  DESIGNATION -  MAGNOLIA ARK P AND L RAD MAST
 DL1470  PID         -  DL1470
 DL1470  STATE/COUNTY-  AR/COLUMBIA
 DL1470  COUNTRY     -  US
 DL1470  USGS QUAD   -  MAGNOLIA (2017)
 DL1470
 DL1470                         *CURRENT SURVEY CONTROL
 DL1470  ______________________________________________________________________
 DL1470* NAD 83(1997) POSITION- 33 16 08.62718(N) 093 14 47.13285(W)   ADJUSTED
 DL1470  ______________________________________________________________________
 DL1470  GEOID HEIGHT    -        -26.440 (meters)                     GEOID18
 DL1470  LAPLACE CORR    -          1.07  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1470.GEOID18 height accuracy estimate available here.
 DL1470
 DL1470.Click photographs - Photos may exist for this station.
 DL1470
 DL1470.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1470
 DL1470. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS7705081143(NAD 83)
 DL1470
 DL1470                          SUPERSEDED SURVEY CONTROL
 DL1470
 DL1470  NAD 83(1993)-  33 16 08.63598(N)    093 14 47.12375(W) AD(       ) 3
 DL1470  NAD 83(1986)-  33 16 08.63765(N)    093 14 47.12281(W) AD(       ) 3
 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
 DL1470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1470.See file dsdata.pdf to determine how the superseded data were derived.
 DL1470
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1462 ***********************************************************************
 DL1462  DESIGNATION -  MAGNOLIA FIRST METH CH SPIRE
 DL1462  PID         -  DL1462
 DL1462  STATE/COUNTY-  AR/COLUMBIA
 DL1462  COUNTRY     -  US
 DL1462  USGS QUAD   -  MAGNOLIA (2017)
 DL1462
 DL1462                         *CURRENT SURVEY CONTROL
 DL1462  ______________________________________________________________________
 DL1462* NAD 83(1997) POSITION- 33 16 02.42458(N) 093 14 35.21597(W)   ADJUSTED
 DL1462  ______________________________________________________________________
 DL1462  GEOID HEIGHT    -        -26.437 (meters)                     GEOID18
 DL1462  LAPLACE CORR    -          1.02  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1462.GEOID18 height accuracy estimate available here.
 DL1462
 DL1462.Click photographs - Photos may exist for this station.
 DL1462
 DL1462.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1462
 DL1462. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS7735780951(NAD 83)
 DL1462
 DL1462                          SUPERSEDED SURVEY CONTROL
 DL1462
 DL1462  NAD 83(1993)-  33 16 02.43338(N)    093 14 35.20686(W) AD(       ) 3
 DL1462  NAD 83(1986)-  33 16 02.43505(N)    093 14 35.20582(W) AD(       ) 3
 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
 DL1462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1462.See file dsdata.pdf to determine how the superseded data were derived.
 DL1462
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1468 ***********************************************************************
 DL1468  DESIGNATION -  MAGNOLIA RAD STAT KVMA MAST
 DL1468  PID         -  DL1468
 DL1468  STATE/COUNTY-  AR/COLUMBIA
 DL1468  COUNTRY     -  US
 DL1468  USGS QUAD   -  MAGNOLIA (2017)
 DL1468
 DL1468                         *CURRENT SURVEY CONTROL
 DL1468  ______________________________________________________________________
 DL1468* NAD 83(1997) POSITION- 33 17 59.45493(N) 093 14 00.01349(W)   ADJUSTED
 DL1468  ______________________________________________________________________
 DL1468  GEOID HEIGHT    -        -26.455 (meters)                     GEOID18
 DL1468  LAPLACE CORR    -          1.14  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1468.GEOID18 height accuracy estimate available here.
 DL1468
 DL1468.Click photographs - Photos may exist for this station.
 DL1468
 DL1468.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1468
 DL1468. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS7827684553(NAD 83)
 DL1468
 DL1468                          SUPERSEDED SURVEY CONTROL
 DL1468
 DL1468  NAD 83(1993)-  33 17 59.46373(N)    093 14 00.00444(W) AD(       ) 3
 DL1468  NAD 83(1986)-  33 17 59.46503(N)    093 14 00.00353(W) AD(       ) 3
 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
 DL1468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1468.See file dsdata.pdf to determine how the superseded data were derived.
 DL1468
 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 = MARCH 20, 2026 22:17:28 EDT
 DL0630 ***********************************************************************
 DL0630  DESIGNATION -  MAGNOLIA RM 1
 DL0630  PID         -  DL0630
 DL0630  STATE/COUNTY-  AR/COLUMBIA
 DL0630  COUNTRY     -  US
 DL0630  USGS QUAD   -  MAGNOLIA (2017)
 DL0630
 DL0630                         *CURRENT SURVEY CONTROL
 DL0630  ______________________________________________________________________
 DL0630* NAD 83(1986) POSITION- 33 17 24.76   (N) 093 14 10.65   (W)   HD_HELD1
 DL0630* NAVD 88 ORTHO HEIGHT -   104.688 (meters)      343.46  (feet) ADJUSTED
 DL0630  ______________________________________________________________________
 DL0630  GEOID HEIGHT    -        -26.449 (meters)                     GEOID18
 DL0630  DYNAMIC HEIGHT  -        104.576 (meters)      343.10  (feet) COMP
 DL0630  MODELED GRAVITY -    979,563.5   (mgal)                       NAVD 88
 DL0630
 DL0630  VERT ORDER      -  SECOND    CLASS 0
 DL0630
 DL0630.The horizontal coordinates were determined by differentially corrected
 DL0630.hand held GPS observations or other comparable positioning techniques
 DL0630.and have an estimated accuracy of +/- 3 meters.
 DL0630
 DL0630.The orthometric height was determined by differential leveling and
 DL0630.adjusted by the NATIONAL GEODETIC SURVEY
 DL0630.in June 1991.
 DL0630
 DL0630.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0630.GEOID18 height accuracy estimate available here.
 DL0630
 DL0630.Click photographs - Photos may exist for this station.
 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     -   469,855.3     284,846.8     MT  (+/- 3 meters HH1 GPS) 
 DL0630
 DL0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS7799983485(NAD 83)
 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
 DL0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0630.See file dsdata.pdf to determine how the superseded data were derived.
 DL0630
 DL0630_MARKER: DR = REFERENCE MARK DISK
 DL0630_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL0630_SP_SET: SIDEWALK
 DL0630_STAMPING: MAGNOLIA NO 1 1950
 DL0630_MARK LOGO: CGS
 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             CGS
 DL0630  HISTORY     - 20110921 MARK NOT FOUND   ARHD
 DL0630
 DL0630                          STATION DESCRIPTION
 DL0630
 DL0630'DESCRIBED BY COAST AND 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.
 DL0630
 DL0630                          STATION RECOVERY (2011)
 DL0630
 DL0630'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (KWS)
 DL0630'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0625 ***********************************************************************
 DL0625  DESIGNATION -  MAGNOLIA RM 2
 DL0625  PID         -  DL0625
 DL0625  STATE/COUNTY-  AR/COLUMBIA
 DL0625  COUNTRY     -  US
 DL0625  USGS QUAD   -  MAGNOLIA (2017)
 DL0625
 DL0625                         *CURRENT SURVEY CONTROL
 DL0625  ______________________________________________________________________
 DL0625* NAD 83(1986) POSITION- 33 17 25.63   (N) 093 14 11.45   (W)   HD_HELD1
 DL0625* NAVD 88 ORTHO HEIGHT -   105.179 (meters)      345.07  (feet) ADJUSTED
 DL0625  ______________________________________________________________________
 DL0625  GEOID HEIGHT    -        -26.450 (meters)                     GEOID18
 DL0625  DYNAMIC HEIGHT  -        105.067 (meters)      344.71  (feet) COMP
 DL0625  MODELED GRAVITY -    979,563.6   (mgal)                       NAVD 88
 DL0625
 DL0625  VERT ORDER      -  SECOND    CLASS I
 DL0625
 DL0625.The horizontal coordinates were determined by differentially corrected
 DL0625.hand held GPS observations or other comparable positioning techniques
 DL0625.and have an estimated accuracy of +/- 3 meters.
 DL0625
 DL0625.The orthometric height was determined by differential leveling and
 DL0625.adjusted by the NATIONAL GEODETIC SURVEY
 DL0625.in October 2024.
 DL0625
 DL0625.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0625.GEOID18 height accuracy estimate available here.
 DL0625
 DL0625.Click photographs - Photos may exist for this station.
 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     -   469,882.4     284,826.5     MT  (+/- 3 meters HH1 GPS) 
 DL0625
 DL0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS7797883512(NAD 83)
 DL0625
 DL0625                          SUPERSEDED SURVEY CONTROL
 DL0625
 DL0625  NAVD 88 (06/15/91)  105.167  (m)          345.04   (f) SUPERSEDED  2 0
 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
 DL0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0625.See file dsdata.pdf to determine how the superseded data were derived.
 DL0625
 DL0625_MARKER: DR = REFERENCE MARK DISK
 DL0625_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL0625_SP_SET: SIDEWALK
 DL0625_STAMPING: MAGNOLIA NO 2 1950
 DL0625_MARK LOGO: CGS
 DL0625_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL0625_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0625_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL0625+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2024
 DL0625
 DL0625  HISTORY     - Date     Condition        Report By
 DL0625  HISTORY     - 1950     MONUMENTED       CGS
 DL0625  HISTORY     - 1960     GOOD             CGS
 DL0625  HISTORY     - 1976     GOOD             NGS
 DL0625  HISTORY     - 20110921 GOOD             ARHD
 DL0625  HISTORY     - 20240807 GOOD             ARHD
 DL0625
 DL0625                          STATION DESCRIPTION
 DL0625
 DL0625'DESCRIBED BY COAST AND 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.
 DL0625
 DL0625                          STATION RECOVERY (2011)
 DL0625
 DL0625'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (KWS)
 DL0625'RECOVERED IN GOOD CONDITION.
 DL0625
 DL0625                          STATION RECOVERY (2024)
 DL0625
 DL0625'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (SCW)
 DL0625'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0628 ***********************************************************************
 DL0628  DESIGNATION -  MAGNOLIA RM 4
 DL0628  PID         -  DL0628
 DL0628  STATE/COUNTY-  AR/COLUMBIA
 DL0628  COUNTRY     -  US
 DL0628  USGS QUAD   -  MAGNOLIA (2017)
 DL0628
 DL0628                         *CURRENT SURVEY CONTROL
 DL0628  ______________________________________________________________________
 DL0628* NAD 83(1986) POSITION- 33 17 25.28   (N) 093 14 10.58   (W)   HD_HELD1
 DL0628* NAVD 88 ORTHO HEIGHT -   105.441 (meters)      345.93  (feet) ADJUSTED
 DL0628  ______________________________________________________________________
 DL0628  GEOID HEIGHT    -        -26.449 (meters)                     GEOID18
 DL0628  DYNAMIC HEIGHT  -        105.328 (meters)      345.56  (feet) COMP
 DL0628  MODELED GRAVITY -    979,563.5   (mgal)                       NAVD 88
 DL0628
 DL0628  VERT ORDER      -  SECOND    CLASS I
 DL0628
 DL0628.The horizontal coordinates were determined by differentially corrected
 DL0628.hand held GPS observations or other comparable positioning techniques
 DL0628.and have an estimated accuracy of +/- 3 meters.
 DL0628
 DL0628.The orthometric height was determined by differential leveling and
 DL0628.adjusted by the NATIONAL GEODETIC SURVEY
 DL0628.in October 2024.
 DL0628
 DL0628.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0628.GEOID18 height accuracy estimate available here.
 DL0628
 DL0628.Click photographs - Photos may exist for this station.
 DL0628
 DL0628.The dynamic height is computed by dividing the NAVD 88
 DL0628.geopotential number by the normal gravity value computed on the
 DL0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL0628.degrees latitude (g = 980.6199 gals.).
 DL0628
 DL0628.The modeled gravity was interpolated from observed gravity values.
 DL0628
 DL0628;                    North         East    Units  Estimated Accuracy
 DL0628;SPC AR S     -   469,871.3     284,848.8     MT  (+/- 3 meters HH1 GPS) 
 DL0628
 DL0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS7800083501(NAD 83)
 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
 DL0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0628.See file dsdata.pdf to determine how the superseded data were derived.
 DL0628
 DL0628_MARKER: DR = REFERENCE MARK DISK
 DL0628_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL0628_SP_SET: SIDEWALK
 DL0628_STAMPING: MAGNOLIA 1950 NO 4 1975
 DL0628_MARK LOGO: NGS
 DL0628_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL0628_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0628_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL0628+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2024
 DL0628
 DL0628  HISTORY     - Date     Condition        Report By
 DL0628  HISTORY     - 1975     MONUMENTED       NGS
 DL0628  HISTORY     - 1976     GOOD             NGS
 DL0628  HISTORY     - 20240807 GOOD             ARHD
 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.
 DL0628
 DL0628                          STATION RECOVERY (2024)
 DL0628
 DL0628'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (SCW)
 DL0628'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ2066 ***********************************************************************
 EJ2066  DESIGNATION -  MALEPORT
 EJ2066  PID         -  EJ2066
 EJ2066  STATE/COUNTY-  AR/HOT SPRING
 EJ2066  COUNTRY     -  US
 EJ2066  USGS QUAD   -  MALVERN SOUTH (2017)
 EJ2066
 EJ2066                         *CURRENT SURVEY CONTROL
 EJ2066  ______________________________________________________________________
 EJ2066* NAD 83(1997) POSITION- 34 20 01.47924(N) 092 45 36.48622(W)   ADJUSTED
 EJ2066* NAD 83(1997) ELLIP HT-   136.133 (meters)        (09/24/01)   ADJUSTED
 EJ2066* NAVD 88 ORTHO HEIGHT -   162.7   (meters)      534.    (feet) VERTCON3
 EJ2066  ______________________________________________________________________
 EJ2066  GEOID HEIGHT    -        -26.402 (meters)                     GEOID18
 EJ2066  NAD 83(1997) X  -   -253,900.099 (meters)                     COMP
 EJ2066  NAD 83(1997) Y  - -5,266,462.953 (meters)                     COMP
 EJ2066  NAD 83(1997) Z  -  3,577,154.440 (meters)                     COMP
 EJ2066  LAPLACE CORR    -          1.80  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ2066.GEOID18 height accuracy estimate available here.
 EJ2066
 EJ2066.Click photographs - Photos may exist for this station.
 EJ2066
 EJ2066.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EJ2066
 EJ2066.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ2066
 EJ2066.The ellipsoidal height was determined by GPS observations
 EJ2066.and is referenced to NAD 83.
 EJ2066
 EJ2066. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT2206499187(NAD 83)
 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)  136.150  (m)                       GP(       ) 4 1
 EJ2066  ELLIP H (01/21/93)  135.842  (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)  RAPSU86  model used  GPS OBS        
 EJ2066
 EJ2066.Superseded values are not recommended for survey control.
 EJ2066
 EJ2066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2066.See file dsdata.pdf to determine how the superseded data were derived.
 EJ2066
 EJ2066_MARKER: I = METAL ROD
 EJ2066_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ2067 ***********************************************************************
 EJ2067  DESIGNATION -  MALEPORT AZ MK
 EJ2067  PID         -  EJ2067
 EJ2067  STATE/COUNTY-  AR/HOT SPRING
 EJ2067  COUNTRY     -  US
 EJ2067  USGS QUAD   -  MALVERN SOUTH (2017)
 EJ2067
 EJ2067                         *CURRENT SURVEY CONTROL
 EJ2067  ______________________________________________________________________
 EJ2067* NAD 83(1997) POSITION- 34 19 47.39314(N) 092 45 49.65432(W)   ADJUSTED
 EJ2067* NAD 83(1997) ELLIP HT-   136.671 (meters)        (09/24/01)   ADJUSTED
 EJ2067* NAVD 88 ORTHO HEIGHT -   163.3   (meters)      536.    (feet) VERTCON3
 EJ2067  ______________________________________________________________________
 EJ2067  GEOID HEIGHT    -        -26.406 (meters)                     GEOID18
 EJ2067  NAD 83(1997) X  -   -254,248.138 (meters)                     COMP
 EJ2067  NAD 83(1997) Y  - -5,266,691.689 (meters)                     COMP
 EJ2067  NAD 83(1997) Z  -  3,576,796.311 (meters)                     COMP
 EJ2067  LAPLACE CORR    -          1.99  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ2067.GEOID18 height accuracy estimate available here.
 EJ2067
 EJ2067.Click photographs - Photos may exist for this station.
 EJ2067
 EJ2067.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EJ2067
 EJ2067.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ2067
 EJ2067.The ellipsoidal height was determined by GPS observations
 EJ2067.and is referenced to NAD 83.
 EJ2067
 EJ2067. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT2172898753(NAD 83)
 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)  136.689  (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)  RAPSU86  model used  GPS OBS        
 EJ2067
 EJ2067.Superseded values are not recommended for survey control.
 EJ2067
 EJ2067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2067.See file dsdata.pdf to determine how the superseded data were derived.
 EJ2067
 EJ2067_MARKER: I = METAL ROD
 EJ2067_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 EH3074 ***********************************************************************
 EH3074  DESIGNATION -  MALONE
 EH3074  PID         -  EH3074
 EH3074  STATE/COUNTY-  AR/LONOKE
 EH3074  COUNTRY     -  US
 EH3074  USGS QUAD   -  ENGLAND (2017)
 EH3074
 EH3074                         *CURRENT SURVEY CONTROL
 EH3074  ______________________________________________________________________
 EH3074* NAD 83(1997) POSITION- 34 32 48.52422(N) 091 54 39.15430(W)   ADJUSTED
 EH3074* NAVD 88 ORTHO HEIGHT -    68.    (meters)      223.    (feet) SCALED
 EH3074  ______________________________________________________________________
 EH3074  GEOID HEIGHT    -        -26.348 (meters)                     GEOID18
 EH3074  LAPLACE CORR    -         -1.19  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH3074.GEOID18 height accuracy estimate available here.
 EH3074
 EH3074.Click photographs - Photos may exist for this station.
 EH3074
 EH3074.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH3074
 EH3074. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999347  x   0.99995836  =   0.99995183
 EH3074!UTM  15      -   0.99999347  x   0.99972309  =   0.99971656
 EH3074
 EH3074:                Primary Azimuth Mark                     Grid Az
 EH3074:SPC AR S     -  COY MUNICIPAL TANK                       101 09 03.9
 EH3074:UTM  15      -  COY MUNICIPAL TANK                       100 34 59.9
 EH3074
 EH3074_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU9993123326(NAD 83)
 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
 EH3074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3074.See file dsdata.pdf to determine how the superseded data were derived.
 EH3074
 EH3074_MARKER: DS = TRIANGULATION STATION DISK
 EH3074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH3074_STAMPING: MALONE 1938
 EH3074_MARK LOGO: CGS
 EH3074_PROJECTION: RECESSED 46 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0666 ***********************************************************************
 EJ0666  DESIGNATION -  MALVERN
 EJ0666  PID         -  EJ0666
 EJ0666  STATE/COUNTY-  AR/HOT SPRING
 EJ0666  COUNTRY     -  US
 EJ0666  USGS QUAD   -  MALVERN SOUTH (2017)
 EJ0666
 EJ0666                         *CURRENT SURVEY CONTROL
 EJ0666  ______________________________________________________________________
 EJ0666* NAD 83(1986) POSITION- 34 21 58.     (N) 092 48 56.     (W)   SCALED
 EJ0666* NAVD 88 ORTHO HEIGHT -    82.695 (meters)      271.31  (feet) ADJUSTED
 EJ0666  ______________________________________________________________________
 EJ0666  GEOID HEIGHT    -        -26.485 (meters)                     GEOID18
 EJ0666  DYNAMIC HEIGHT  -         82.616 (meters)      271.05  (feet) COMP
 EJ0666  MODELED GRAVITY -    979,669.7   (mgal)                       NAVD 88
 EJ0666
 EJ0666  VERT ORDER      -  SECOND    CLASS 0
 EJ0666
 EJ0666.The horizontal coordinates were scaled from a map and have
 EJ0666.an estimated accuracy of +/- 6 seconds.
 EJ0666
 EJ0666.The orthometric height was determined by differential leveling and
 EJ0666.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0666.in June 1991.
 EJ0666
 EJ0666.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0666.GEOID18 height accuracy estimate available here.
 EJ0666
 EJ0666.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU169027(NAD 83)
 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
 EJ0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0666.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0666
 EJ0666_MARKER: Q = CHISELED SQUARE
 EJ0666_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EJ0666_SP_SET: DOOR SILL
 EJ0666_STAMPING: U.S.B.M.
 EJ0666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0666+STABILITY: SURFACE MOTION
 EJ0666
 EJ0666  HISTORY     - Date     Condition        Report By
 EJ0666  HISTORY     - UNK      MONUMENTED       USACE
 EJ0666  HISTORY     - 1935     GOOD             CGS
 EJ0666  HISTORY     - 1937     GOOD             ARGS
 EJ0666  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ0666
 EJ0666                          STATION DESCRIPTION
 EJ0666
 EJ0666'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1859 ***********************************************************************
 EJ1859  DESIGNATION -  MALVERN
 EJ1859  PID         -  EJ1859
 EJ1859  STATE/COUNTY-  AR/HOT SPRING
 EJ1859  COUNTRY     -  US
 EJ1859  USGS QUAD   -  MALVERN SOUTH (2017)
 EJ1859
 EJ1859                         *CURRENT SURVEY CONTROL
 EJ1859  ______________________________________________________________________
 EJ1859* NAD 83(1997) POSITION- 34 21 51.76972(N) 092 47 53.60037(W)   ADJUSTED
 EJ1859* NAVD 88 ORTHO HEIGHT -   109.135 (meters)      358.05  (feet) ADJUSTED
 EJ1859  ______________________________________________________________________
 EJ1859  GEOID HEIGHT    -        -26.461 (meters)                     GEOID18
 EJ1859  LAPLACE CORR    -          2.04  (seconds)                    DEFLEC18
 EJ1859  DYNAMIC HEIGHT  -        109.030 (meters)      357.71  (feet) COMP
 EJ1859  MODELED GRAVITY -    979,666.9   (mgal)                       NAVD 88
 EJ1859
 EJ1859  HORZ ORDER      -  THIRD
 EJ1859  VERT ORDER      -  SECOND    CLASS I
 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 determined by differential leveling and
 EJ1859.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1859.in April 2017.
 EJ1859
 EJ1859.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1859.GEOID18 height accuracy estimate available here.
 EJ1859
 EJ1859.Click photographs - Photos may exist for this station.
 EJ1859
 EJ1859.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1859
 EJ1859.The dynamic height is computed by dividing the NAVD 88
 EJ1859.geopotential number by the normal gravity value computed on the
 EJ1859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EJ1859.degrees latitude (g = 980.6199 gals.).
 EJ1859
 EJ1859.The modeled gravity was interpolated from observed gravity values.
 EJ1859
 EJ1859. The following values were computed from the NAD 83(1997) position.
 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     -   0.99998702  x   0.99993500  =   0.99992202
 EJ1859!UTM  15      -   0.99998702  x   0.99960424  =   0.99959127
 EJ1859
 EJ1859:                Primary Azimuth Mark                     Grid Az
 EJ1859:SPC AR S     -  MALVERN WEST MUNICIPAL TANK              274 37 11.7
 EJ1859:UTM  15      -  MALVERN WEST MUNICIPAL TANK              274 03 33.4
 EJ1859
 EJ1859_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU1855302577(NAD 83)
 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
 EJ1859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1859.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1859
 EJ1859_MARKER: DS = TRIANGULATION STATION DISK
 EJ1859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1859_STAMPING: MALVERN 1963
 EJ1859_MARK LOGO: CGS
 EJ1859_PROJECTION: PROJECTING 5 CENTIMETERS
 EJ1859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1859+STABILITY: SURFACE MOTION
 EJ1859_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EJ1859+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2016
 EJ1859
 EJ1859  HISTORY     - Date     Condition        Report By
 EJ1859  HISTORY     - 1963     MONUMENTED       CGS
 EJ1859  HISTORY     - 19980425 GOOD             USPSQD
 EJ1859  HISTORY     - 20061020 GOOD             GEOCAC
 EJ1859  HISTORY     - 20160613 GOOD             ARHD
 EJ1859  HISTORY     - 20160615 GOOD             ARHD
 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.
 EJ1859
 EJ1859                          STATION RECOVERY (2006)
 EJ1859
 EJ1859'RECOVERY NOTE BY GEOCACHING 2006 (JMR)
 EJ1859'RECOVERED IN GOOD CONDITION.
 EJ1859
 EJ1859                          STATION RECOVERY (2016)
 EJ1859
 EJ1859'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (BAB)
 EJ1859'RECOVERED AS DESCRIBED.
 EJ1859
 EJ1859                          STATION RECOVERY (2016)
 EJ1859
 EJ1859'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 EJ1859'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1858 ***********************************************************************
 EJ1858  DESIGNATION -  MALVERN FIRST BAPTIST CHURCH
 EJ1858  PID         -  EJ1858
 EJ1858  STATE/COUNTY-  AR/HOT SPRING
 EJ1858  COUNTRY     -  US
 EJ1858  USGS QUAD   -  MALVERN SOUTH (2017)
 EJ1858
 EJ1858                         *CURRENT SURVEY CONTROL
 EJ1858  ______________________________________________________________________
 EJ1858* NAD 83(1997) POSITION- 34 21 38.56826(N) 092 48 38.42656(W)   ADJUSTED
 EJ1858  ______________________________________________________________________
 EJ1858  GEOID HEIGHT    -        -26.478 (meters)                     GEOID18
 EJ1858  LAPLACE CORR    -          2.24  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1858.GEOID18 height accuracy estimate available here.
 EJ1858
 EJ1858.Click photographs - Photos may exist for this station.
 EJ1858
 EJ1858.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1858
 EJ1858. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU1740902168(NAD 83)
 EJ1858
 EJ1858                          SUPERSEDED SURVEY CONTROL
 EJ1858
 EJ1858  NAD 83(1986)-  34 21 38.57897(N)    092 48 38.41787(W) AD(       ) 3
 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
 EJ1858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1858.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1858
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1930 ***********************************************************************
 FF1930  DESIGNATION -  MANGRUM
 FF1930  PID         -  FF1930
 FF1930  STATE/COUNTY-  AR/CRAIGHEAD
 FF1930  COUNTRY     -  US
 FF1930  USGS QUAD   -  CARAWAY (2017)
 FF1930
 FF1930                         *CURRENT SURVEY CONTROL
 FF1930  ______________________________________________________________________
 FF1930* NAD 83(1997) POSITION- 35 47 22.92869(N) 090 21 32.14948(W)   ADJUSTED
 FF1930* NAVD 88 ORTHO HEIGHT -    69.    (meters)      226.    (feet) SCALED
 FF1930  ______________________________________________________________________
 FF1930  GEOID HEIGHT    -        -27.962 (meters)                     GEOID18
 FF1930  LAPLACE CORR    -          0.35  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1930.GEOID18 height accuracy estimate available here.
 FF1930
 FF1930.Click photographs - Photos may exist for this station.
 FF1930
 FF1930.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1930
 FF1930. The following values were computed from the NAD 83(1997) position.
 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     -  BOWMAN                                   285 37 58.3
 FF1930:UTM  15      -  BOWMAN                                   285 02 33.2
 FF1930
 FF1930_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV3869063842(NAD 83)
 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(1995)-  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
 FF1930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1930.See file dsdata.pdf to determine how the superseded data were derived.
 FF1930
 FF1930_MARKER: DS = TRIANGULATION STATION DISK
 FF1930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1930_STAMPING: MANGRUM 1954
 FF1930_MARK LOGO: CGS
 FF1930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1930+STABILITY: SURFACE MOTION
 FF1930
 FF1930  HISTORY     - Date     Condition        Report By
 FF1930  HISTORY     - 1954     MONUMENTED       CGS
 FF1930  HISTORY     - 1978     GOOD             USGS
 FF1930
 FF1930                          STATION DESCRIPTION
 FF1930
 FF1930'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM)
 FF1930'THE STATION IS ABOUT 9 MILES SOUTH OF MONETTE, 5 MILES EAST-SOUTHEAST
 FF1930'OF LAKE CITY, 3.5 MILES SOUTH OF BLACK OAK, 3 MILES NORTHWEST OF
 FF1930'CARAWAY, 60 FEET WEST OF THE CENTER OF STATE HIGHWAY 143, 33 FEET EAST
 FF1930'OF THE CENTER OF A GRAVEL ROAD, 22 FEET NORTH OF THE NORTH SIDE OF A
 FF1930'HOUSE, 6 FEET NORTHEAST OF A 4 IN X 4 IN WITNESS POST AND IN THE
 FF1930'VILLAGE OF MANGRUM.
 FF1930'
 FF1930'THE STATION MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED MANGRUM
 FF1930'1954.
 FF1930'
 FF1930'TO REACH THE STATION FROM THE RAILROAD STATION IN BLACK OAK GO SOUTH
 FF1930'ON STATE HIGHWAY 143 FOR 1.45 MILES, TURN LEFT AND GO EAST ON THE
 FF1930'HIGHWAY FOR 0.35 MILE, TURN RIGHT AND GO SOUTH ON THE HIGHWAY FOR 1.55
 FF1930'MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE SOUTH ON
 FF1930'THE HIGHWAY FOR 0.3 MILE TO THE STATION MARK ON THE RIGHT AS
 FF1930'DESCRIBED.
 FF1930'
 FF1930'R.M. 1 IS 23 FEET WEST OF THE CENTER OF THE GRAVEL ROAD AND 1 FOOT
 FF1930'EAST OF A WIRE FENCE.  IT PROJECTS 3 INCHES AND THE DISK IS STAMPED
 FF1930'MANGRUM NO 1 1954.
 FF1930'
 FF1930'R.M. 2 IS 18 FEET WEST OF THE CENTER OF THE GRAVEL ROAD AND 1 FOOT
 FF1930'EAST OF THE WIRE FENCE.  IT PROJECTS 4 INCHES AND THE DISK IS STAMPED
 FF1930'MANGRUM NO 2 1954.
 FF1930'
 FF1930'THE AZIMUTH MARK IS 37 FEET EAST OF THE CENTER OF THE HIGHWAY, 11 FEET
 FF1930'SOUTH OF THE CENTER OF A DIRT ROAD, 2 FEET SOUTH OF A 4 IN X 4 IN
 FF1930'WITNESS POST, 2 FEET SOUTHWEST OF A FENCE CORNER AND 1 FOOT WEST OF A
 FF1930'WIRE FENCE.  IT PROJECTS 5 INCHES AND THE DISK IS STAMPED MANGRUM
 FF1930'1954.
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0050 ***********************************************************************
 FF0050  DESIGNATION -  MANILA
 FF0050  PID         -  FF0050
 FF0050  STATE/COUNTY-  AR/MISSISSIPPI
 FF0050  COUNTRY     -  US
 FF0050  USGS QUAD   -  MANILA NORTH (2017)
 FF0050
 FF0050                         *CURRENT SURVEY CONTROL
 FF0050  ______________________________________________________________________
 FF0050* NAD 83(1997) POSITION- 35 53 15.90569(N) 090 09 32.99106(W)   ADJUSTED
 FF0050* NAVD 88 ORTHO HEIGHT -    73.426 (meters)      240.90  (feet) ADJUSTED
 FF0050  ______________________________________________________________________
 FF0050  GEOID HEIGHT    -        -28.051 (meters)                     GEOID18
 FF0050  LAPLACE CORR    -          0.67  (seconds)                    DEFLEC18
 FF0050  DYNAMIC HEIGHT  -         73.364 (meters)      240.70  (feet) COMP
 FF0050  MODELED GRAVITY -    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 and
 FF0050.adjusted by the NATIONAL GEODETIC SURVEY
 FF0050.in June 1991.
 FF0050
 FF0050.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0050.GEOID18 height accuracy estimate available here.
 FF0050
 FF0050.Click photographs - Photos may exist for this station.
 FF0050
 FF0050.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999288  x   0.99994992  =   0.99994280
 FF0050!SPC MO E     -   0.99999288  x   0.99994500  =   0.99993788
 FF0050!UTM  15      -   0.99999288  x   1.00041036  =   1.00040324
 FF0050
 FF0050:                Primary Azimuth Mark                     Grid Az
 FF0050:SPC AR N     -  MANILA AZ MK                             357 00 33.4
 FF0050:SPC MO E     -  MANILA AZ MK                             357 52 50.4
 FF0050:UTM  15      -  MANILA AZ MK                             356 24 51.4
 FF0050
 FF0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV5643375226(NAD 83)
 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(1995)-  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              73.42   (m)          240.9    (f) LEVELING    3  
 FF0050  NGVD 29 (11/26/84)   73.416  (m)          240.87   (f) ADJUSTED    1 2
 FF0050
 FF0050.Superseded values are not recommended for survey control.
 FF0050
 FF0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0050.See file dsdata.pdf to determine how the superseded data were derived.
 FF0050
 FF0050_MARKER: DS = TRIANGULATION STATION DISK
 FF0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0050_STAMPING: MANILA 1955
 FF0050_MARK LOGO: CGS
 FF0050_PROJECTION: FLUSH
 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 - January 31, 2008
 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  HISTORY     - 20080131 GOOD             JCLS
 FF0050  HISTORY     - 20101020 MARK NOT FOUND   ARHD
 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.
 FF0050
 FF0050                          STATION RECOVERY (2008)
 FF0050
 FF0050'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2008
 FF0050'RECOVERED IN GOOD CONDITION.
 FF0050
 FF0050                          STATION RECOVERY (2010)
 FF0050
 FF0050'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2010 (VJB)
 FF0050'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0053 ***********************************************************************
 FF0053  DESIGNATION -  MANILA AZ MK
 FF0053  PID         -  FF0053
 FF0053  STATE/COUNTY-  AR/MISSISSIPPI
 FF0053  COUNTRY     -  US
 FF0053  USGS QUAD   -  MANILA NORTH (2017)
 FF0053
 FF0053                         *CURRENT SURVEY CONTROL
 FF0053  ______________________________________________________________________
 FF0053* NAD 83(1986) POSITION- 35 53 35.     (N) 090 09 32.     (W)   SCALED
 FF0053* NAVD 88 ORTHO HEIGHT -    73.501 (meters)      241.14  (feet) ADJUSTED
 FF0053  ______________________________________________________________________
 FF0053  GEOID HEIGHT    -        -28.061 (meters)                     GEOID18
 FF0053  DYNAMIC HEIGHT  -         73.439 (meters)      240.94  (feet) COMP
 FF0053  MODELED GRAVITY -    979,787.0   (mgal)                       NAVD 88
 FF0053
 FF0053  VERT ORDER      -  FIRST     CLASS II
 FF0053
 FF0053.The horizontal coordinates were scaled from a map and have
 FF0053.an estimated accuracy of +/- 6 seconds.
 FF0053
 FF0053.The orthometric height was determined by differential leveling and
 FF0053.adjusted by the NATIONAL GEODETIC SURVEY
 FF0053.in June 1991.
 FF0053
 FF0053.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0053.GEOID18 height accuracy estimate available here.
 FF0053
 FF0053.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV564758(NAD 83)
 FF0053
 FF0053                          SUPERSEDED SURVEY CONTROL
 FF0053
 FF0053  NGVD 29 (11/26/84)   73.491  (m)          241.11   (f) ADJUSTED    1 2
 FF0053
 FF0053.Superseded values are not recommended for survey control.
 FF0053
 FF0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0053.See file dsdata.pdf to determine how the superseded data were derived.
 FF0053
 FF0053_MARKER: DZ = AZIMUTH MARK DISK
 FF0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = MARCH 20, 2026 22:17:28 EDT
 DS1925 ***********************************************************************
 DS1925  DESIGNATION -  MANILA AZ MK RESET
 DS1925  PID         -  DS1925
 DS1925  STATE/COUNTY-  AR/MISSISSIPPI
 DS1925  COUNTRY     -  US
 DS1925  USGS QUAD   -  MANILA NORTH (2017)
 DS1925
 DS1925                         *CURRENT SURVEY CONTROL
 DS1925  ______________________________________________________________________
 DS1925* NAD 83(1986) POSITION- 35 53 33.75   (N) 090 09 33.75   (W)   HD_HELD1
 DS1925* NAVD 88 ORTHO HEIGHT -    73.526 (meters)      241.23  (feet) ADJUSTED
 DS1925  ______________________________________________________________________
 DS1925  GEOID HEIGHT    -        -28.061 (meters)                     GEOID18
 DS1925  DYNAMIC HEIGHT  -         73.463 (meters)      241.02  (feet) COMP
 DS1925  MODELED GRAVITY -    979,786.9   (mgal)                       NAVD 88
 DS1925
 DS1925  VERT ORDER      -  SECOND    CLASS I
 DS1925
 DS1925.The horizontal coordinates were determined by differentially corrected
 DS1925.hand held GPS observations or other comparable positioning techniques
 DS1925.and have an estimated accuracy of +/- 3 meters.
 DS1925
 DS1925.The orthometric height was determined by differential leveling and
 DS1925.adjusted by the NATIONAL GEODETIC SURVEY
 DS1925.in September 2024.
 DS1925
 DS1925.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS1925.GEOID18 height accuracy estimate available here.
 DS1925
 DS1925.Click photographs - Photos may exist for this station.
 DS1925
 DS1925.The dynamic height is computed by dividing the NAVD 88
 DS1925.geopotential number by the normal gravity value computed on the
 DS1925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS1925.degrees latitude (g = 980.6199 gals.).
 DS1925
 DS1925.The modeled gravity was interpolated from observed gravity values.
 DS1925
 DS1925;                    North         East    Units  Estimated Accuracy
 DS1925;SPC AR N     -   174,554.4     566,164.1     MT  (+/- 3 meters HH1 GPS) 
 DS1925
 DS1925_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV5639875776(NAD 83)
 DS1925
 DS1925                          SUPERSEDED SURVEY CONTROL
 DS1925
 DS1925.No superseded survey control is available for this station.
 DS1925
 DS1925_MARKER: DZ = AZIMUTH MARK DISK
 DS1925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS1925_STAMPING: MANILA 1955 RESET
 DS1925_MARK LOGO: CGS
 DS1925_PROJECTION: PROJECTING 15 CENTIMETERS
 DS1925_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS1925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS1925+STABILITY: SURFACE MOTION
 DS1925_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS1925+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2024
 DS1925
 DS1925  HISTORY     - Date     Condition        Report By
 DS1925  HISTORY     - 20240610 MONUMENTED       ARHD
 DS1925
 DS1925                          STATION DESCRIPTION
 DS1925
 DS1925'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (JDH)
 DS1925'THE MARK IS LOCATED ABOUT 7.1 MI (11.4 KM) WEST-NORTHWEST OF DELL, 6.3
 DS1925'MI (10.1 KM) EAST-SOUTHEAST OF LEACHVILLE AND 1.0 MI (1.6 KM)
 DS1925'NORTH-NORTHEAST OF MANILA.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DS1925'
 DS1925'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 78 AND STATE HIGHWAY
 DS1925'77 HEAD NORTH ALONG HIGHWAY 78 FOR 1.40 MI (2.25 KM) TO CITY STREET
 DS1925'WEST LAKE STREET.  TURN RIGHT AND GO EAST ALONG WEST LAKE STREET FOR
 DS1925'1.00 MI (1.61 KM) TO COUNTY ROAD NORTH 243.  TURN LEFT AND GO ALONG
 DS1925'COUNTY ROAD 243 FOR 0.40 MI (0.64 KM) TO THE STATION ON THE LEFT.
 DS1925'
 DS1925'IT IS ABOUT 0.25 MI (0.40 KM) NORTH OF WEST END OF THE EAST-WEST
 DS1925'RUNWAY OF MANILA MUNICIPAL AIRPORT, 29.0 FT (8.8 M) WEST OF THE COUNTY
 DS1925'ROAD 243 CENTERLINE OF ROAD, 7.0 FT (2.1 M) SOUTH OF A FENCE CORNER,
 DS1925'1.0 FT (0.3 M) EAST OF A FENCE LINE, 1.0 FT (0.3 M) EAST OF A WITNESS
 DS1925'POST, ABOUT 1.0 FT (0.3 M) ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A
 DS1925'CONCRETE POST PROJECTING 5 INCHES (13 CM).
 DS1925'
 DS1925'NOTE-MARK WAS FOUND LEANING SO IT WAS DUG ON ONE SIDE AND STRAIGHTEN
 DS1925'UP AND FILLED BACK IN WITH DIRT AND CONCRETE.
 DS1925'
 DS1925'NOTE-THE ORIGINAL DISK WAS STAMPED RESET.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1898 ***********************************************************************
 FF1898  DESIGNATION -  MANILA MUNICIPAL TANK
 FF1898  PID         -  FF1898
 FF1898  STATE/COUNTY-  AR/MISSISSIPPI
 FF1898  COUNTRY     -  US
 FF1898  USGS QUAD   -  MANILA NORTH (2017)
 FF1898
 FF1898                         *CURRENT SURVEY CONTROL
 FF1898  ______________________________________________________________________
 FF1898* NAD 83(1997) POSITION- 35 52 45.10701(N) 090 10 02.67872(W)   ADJUSTED
 FF1898  ______________________________________________________________________
 FF1898  GEOID HEIGHT    -        -28.038 (meters)                     GEOID18
 FF1898  LAPLACE CORR    -          0.71  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1898.GEOID18 height accuracy estimate available here.
 FF1898
 FF1898.Click photographs - Photos may exist for this station.
 FF1898
 FF1898.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1898
 FF1898. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV5571674256(NAD 83)
 FF1898
 FF1898                          SUPERSEDED SURVEY CONTROL
 FF1898
 FF1898  NAD 83(1995)-  35 52 45.11227(N)    090 10 02.68095(W) AD(       ) 3
 FF1898  NAD 83(1986)-  35 52 45.11886(N)    090 10 02.67886(W) AD(       ) 3
 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
 FF1898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1898.See file dsdata.pdf to determine how the superseded data were derived.
 FF1898
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0051 ***********************************************************************
 FF0051  DESIGNATION -  MANILA RM 1
 FF0051  PID         -  FF0051
 FF0051  STATE/COUNTY-  AR/MISSISSIPPI
 FF0051  COUNTRY     -  US
 FF0051  USGS QUAD   -  MANILA NORTH (2017)
 FF0051
 FF0051                         *CURRENT SURVEY CONTROL
 FF0051  ______________________________________________________________________
 FF0051* NAD 83(1986) POSITION- 35 53 15.71   (N) 090 09 32.03   (W)   HD_HELD1
 FF0051* NAVD 88 ORTHO HEIGHT -    73.472 (meters)      241.05  (feet) ADJUSTED
 FF0051  ______________________________________________________________________
 FF0051  GEOID HEIGHT    -        -28.051 (meters)                     GEOID18
 FF0051  DYNAMIC HEIGHT  -         73.410 (meters)      240.85  (feet) COMP
 FF0051  MODELED GRAVITY -    979,786.8   (mgal)                       NAVD 88
 FF0051
 FF0051  VERT ORDER      -  FIRST     CLASS II
 FF0051
 FF0051.The horizontal coordinates were determined by differentially corrected
 FF0051.hand held GPS observations or other comparable positioning techniques
 FF0051.and have an estimated accuracy of +/- 3 meters.
 FF0051
 FF0051.The orthometric height was determined by differential leveling and
 FF0051.adjusted by the NATIONAL GEODETIC SURVEY
 FF0051.in June 1991.
 FF0051
 FF0051.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0051.GEOID18 height accuracy estimate available here.
 FF0051
 FF0051.Click photographs - Photos may exist for this station.
 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     -   173,999.3     566,217.6     MT  (+/- 3 meters HH1 GPS) 
 FF0051
 FF0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV5645775221(NAD 83)
 FF0051
 FF0051                          SUPERSEDED SURVEY CONTROL
 FF0051
 FF0051  NGVD 29 (11/26/84)   73.463  (m)          241.02   (f) ADJUSTED    1 2
 FF0051
 FF0051.Superseded values are not recommended for survey control.
 FF0051
 FF0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0051.See file dsdata.pdf to determine how the superseded data were derived.
 FF0051
 FF0051_MARKER: DR = REFERENCE MARK DISK
 FF0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 NOT SUITABLE FOR
 FF0051+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2013
 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  HISTORY     - 20101020 GOOD             ARHD
 FF0051  HISTORY     - 20130409 GOOD             ARCENG
 FF0051
 FF0051                          STATION DESCRIPTION
 FF0051
 FF0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 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 OF
 FF0051'THE CENTER OF MANILA.  OWNERSHIP-CITY OF MANILA, 116 OLYMPIA STREET,
 FF0051'MANILA AR 72442.  PHONE IS 501-561-4437.
 FF0051'
 FF0051'TO REACH THE STATION FROM THE CITY HALL (WEST OLYMPIA AND NORTH
 FF0051'BALTIMORE) IN THE CENTER OF MANILA.  GO NORTH ON NORTH BALTIMORE
 FF0051'STREET FOR 0.78 KM (0.50 MI) TO A T JUNCTION.  TURN RIGHT AND GO EAST
 FF0051'ON EAST LAKE STREET FOR 0.62 KM (0.40 MI) TO A PAVED CROSSROAD.  TURN
 FF0051'LEFT AND GO NORTH ON A PAVED ROAD FOR 0.06 KM (0.05 MI) TO THE NORTH
 FF0051'END OF A TENNIS COURT AND A SMALL CONCRETE BLOCK PUMP HOUSE AND THE
 FF0051'STATION ON THE RIGHT AT THE NORTHEAST CORNER OF THE TENNIS COURT.
 FF0051'
 FF0051'THE STATION IS LOCATED 42.6 M (139.8 FT) EAST FROM THE CENTER OF THE
 FF0051'PAVED ROAD, 24.9 M (81.7 FT) EAST FROM MANILA 1955, 1.7 M (5.6 FT)
 FF0051'NORTHEAST FROM THE NORTHEAST CORNER OF THE TENNIS COURT AND 0.3 M
 FF0051'(1.0 FT) WEST FROM A UTILITY POLE AND IS FLUSH WITH THE GROUND.
 FF0051'DESCRIBED BY E.J. HANSMANN.
 FF0051
 FF0051                          STATION RECOVERY (2010)
 FF0051
 FF0051'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2010 (VJB)
 FF0051'RECOVERED IN GOOD CONDITION.
 FF0051
 FF0051                          STATION RECOVERY (2013)
 FF0051
 FF0051'RECOVERY NOTE BY ARCHER ENGINEERING 2013 (MSA)
 FF0051'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0052 ***********************************************************************
 FF0052  DESIGNATION -  MANILA RM 2
 FF0052  PID         -  FF0052
 FF0052  STATE/COUNTY-  AR/MISSISSIPPI
 FF0052  COUNTRY     -  US
 FF0052  USGS QUAD   -  MANILA NORTH (2017)
 FF0052
 FF0052                         *CURRENT SURVEY CONTROL
 FF0052  ______________________________________________________________________
 FF0052* NAD 83(1986) POSITION- 35 53 16.72   (N) 090 09 33.30   (W)   HD_HELD1
 FF0052* NAVD 88 ORTHO HEIGHT -    73.394 (meters)      240.79  (feet) ADJUSTED
 FF0052  ______________________________________________________________________
 FF0052  GEOID HEIGHT    -        -28.051 (meters)                     GEOID18
 FF0052  DYNAMIC HEIGHT  -         73.331 (meters)      240.59  (feet) COMP
 FF0052  MODELED GRAVITY -    979,786.8   (mgal)                       NAVD 88
 FF0052
 FF0052  VERT ORDER      -  FIRST     CLASS II
 FF0052
 FF0052.The horizontal coordinates were determined by differentially corrected
 FF0052.hand held GPS observations or other comparable positioning techniques
 FF0052.and have an estimated accuracy of +/- 3 meters.
 FF0052
 FF0052.The orthometric height was determined by differential leveling and
 FF0052.adjusted by the NATIONAL GEODETIC SURVEY
 FF0052.in June 1991.
 FF0052
 FF0052.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0052.GEOID18 height accuracy estimate available here.
 FF0052
 FF0052.Click photographs - Photos may exist for this station.
 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     -   174,029.8     566,185.2     MT  (+/- 3 meters HH1 GPS) 
 FF0052
 FF0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV5642475251(NAD 83)
 FF0052
 FF0052                          SUPERSEDED SURVEY CONTROL
 FF0052
 FF0052  NGVD 29 (11/26/84)   73.384  (m)          240.76   (f) ADJUSTED    1 2
 FF0052
 FF0052.Superseded values are not recommended for survey control.
 FF0052
 FF0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0052.See file dsdata.pdf to determine how the superseded data were derived.
 FF0052
 FF0052_MARKER: DR = REFERENCE MARK DISK
 FF0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0052_STAMPING: MANILA NO 2 1955
 FF0052_MARK LOGO: CGS
 FF0052_PROJECTION: FLUSH
 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     - 19901127 MARK NOT FOUND   NGS
 FF0052
 FF0052                          STATION DESCRIPTION
 FF0052
 FF0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 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 (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 = MARCH 20, 2026 22:17:28 EDT
 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  COUNTRY     -  US
 FF2145  USGS QUAD   -  MANILA NORTH (2017)
 FF2145
 FF2145                         *CURRENT SURVEY CONTROL
 FF2145  ______________________________________________________________________
 FF2145* NAD 83(2011) POSITION- 35 53 29.97868(N) 090 09 17.53839(W)   ADJUSTED
 FF2145* NAD 83(2011) ELLIP HT-    45.131 (meters)        (06/27/12)   ADJUSTED
 FF2145* NAD 83(2011) EPOCH   -  2010.00
 FF2145* NAVD 88 ORTHO HEIGHT -    73.178 (meters)      240.08  (feet) ADJUSTED
 FF2145  ______________________________________________________________________
 FF2145  GEOID HEIGHT    -        -28.057 (meters)                     GEOID18
 FF2145  NAD 83(2011) X  -    -13,982.966 (meters)                     COMP
 FF2145  NAD 83(2011) Y  - -5,173,073.072 (meters)                     COMP
 FF2145  NAD 83(2011) Z  -  3,718,486.180 (meters)                     COMP
 FF2145  LAPLACE CORR    -          0.64  (seconds)                    DEFLEC18
 FF2145  DYNAMIC HEIGHT  -         73.117 (meters)      239.88  (feet) COMP
 FF2145  MODELED GRAVITY -    979,787.1   (mgal)                       NAVD 88
 FF2145
 FF2145  VERT ORDER      -  SECOND    CLASS I
 FF2145
 FF2145  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FF2145  Standards:
 FF2145         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FF2145            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FF2145  -------------------------------------------------------------------
 FF2145  NETWORK    0.30   0.73           0.13   0.11   0.37     -0.01460002
 FF2145  -------------------------------------------------------------------
 FF2145  Click here for local accuracies and other accuracy information.
 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 June 2012.
 FF2145
 FF2145.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FF2145.been affixed to the stable North American tectonic plate. See 
 FF2145.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FF2145
 FF2145.The horizontal coordinates are valid at the epoch date displayed above
 FF2145.which is a decimal equivalence of Year/Month/Day.
 FF2145
 FF2145.The orthometric height was determined by differential leveling and
 FF2145.adjusted by the NATIONAL GEODETIC SURVEY
 FF2145.in September 2024.
 FF2145
 FF2145.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF2145.GEOID18 height accuracy estimate available here.
 FF2145
 FF2145.Click photographs - Photos may exist for this station.
 FF2145
 FF2145.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF2145
 FF2145.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF2145
 FF2145.The ellipsoidal height was determined by GPS observations
 FF2145.and is referenced to NAD 83.
 FF2145
 FF2145.The dynamic height is computed by dividing the NAVD 88
 FF2145.geopotential number by the normal gravity value computed on the
 FF2145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF2145.degrees latitude (g = 980.6199 gals.).
 FF2145
 FF2145.The modeled gravity was interpolated from observed gravity values.
 FF2145
 FF2145. The following values were computed from the NAD 83(2011) position.
 FF2145
 FF2145;                    North         East     Units Scale Factor Converg.
 FF2145;SPC AR N     -   174,445.775   566,572.783   MT  0.99995028   +1 04 25.2
 FF2145;SPC AR N     -   572,327.51  1,858,830.87   sFT  0.99995028   +1 04 25.2
 FF2145;UTM  15      - 3,975,671.990   756,808.183   MT  1.00041273   +1 40 08.0
 FF2145
 FF2145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF2145!SPC AR N     -   0.99999292  x   0.99995028  =   0.99994320
 FF2145!UTM  15      -   0.99999292  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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV5680875671(NAD 83)
 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  NAD 83(2007)-  35 53 29.97872(N)    090 09 17.53943(W) AD(2002.00) 0
 FF2145  ELLIP H (02/10/07)   45.153  (m)                       GP(2002.00)    
 FF2145  ELLIP H (07/20/01)   45.177  (m)                       GP(       ) 4 1
 FF2145  NAD 83(1993)-  35 53 29.97816(N)    090 09 17.53981(W) AD(       ) B
 FF2145  ELLIP H (09/07/94)   45.196  (m)                       GP(       ) 4 1
 FF2145  NAD 83(1986)-  35 53 29.98961(N)    090 09 17.54110(W) AD(       ) 1
 FF2145  NAVD 88 (07/20/01)   73.23   (m)  GEOID99  model used  GPS OBS        
 FF2145  NAVD 88 (12/14/95)   73.15   (m)  GEOID93  model used  GPS OBS        
 FF2145  NAVD 88 (09/07/94)   73.2    (m)  GEOID93  model used  GPS OBS        
 FF2145  NGVD 29 (11/13/90)   73.11   (m)  RAPSU86  model used  GPS OBS        
 FF2145
 FF2145.Superseded values are not recommended for survey control.
 FF2145
 FF2145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2145.See file dsdata.pdf to determine how the superseded data were derived.
 FF2145
 FF2145_MARKER: F = FLANGE-ENCASED ROD
 FF2145_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 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 - June 10, 2024
 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  HISTORY     - 20100321 GOOD             JCLS
 FF2145  HISTORY     - 20240610 GOOD             ARHD
 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.
 FF2145
 FF2145                          STATION RECOVERY (2010)
 FF2145
 FF2145'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2010 (DM)
 FF2145'RECOVERED IN GOOD CONDITION.
 FF2145
 FF2145                          STATION RECOVERY (2024)
 FF2145
 FF2145'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (JDH)
 FF2145'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF2146 ***********************************************************************
 FF2146  DESIGNATION -  MANIPORT AZ MK
 FF2146  PID         -  FF2146
 FF2146  STATE/COUNTY-  AR/MISSISSIPPI
 FF2146  COUNTRY     -  US
 FF2146  USGS QUAD   -  MANILA NORTH (2017)
 FF2146
 FF2146                         *CURRENT SURVEY CONTROL
 FF2146  ______________________________________________________________________
 FF2146* NAD 83(1997) POSITION- 35 53 51.70505(N) 090 09 17.30401(W)   ADJUSTED
 FF2146* NAD 83(1997) ELLIP HT-    44.766 (meters)        (09/24/01)   ADJUSTED
 FF2146* NAVD 88 ORTHO HEIGHT -    72.7   (meters)      239.    (feet) VERTCON3
 FF2146  ______________________________________________________________________
 FF2146  GEOID HEIGHT    -        -28.068 (meters)                     GEOID18
 FF2146  NAD 83(1997) X  -    -13,976.027 (meters)                     COMP
 FF2146  NAD 83(1997) Y  - -5,172,680.184 (meters)                     COMP
 FF2146  NAD 83(1997) Z  -  3,719,028.440 (meters)                     COMP
 FF2146  LAPLACE CORR    -          0.63  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF2146.GEOID18 height accuracy estimate available here.
 FF2146
 FF2146.Click photographs - Photos may exist for this station.
 FF2146
 FF2146.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF2146
 FF2146.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF2146
 FF2146.The ellipsoidal height was determined by GPS observations
 FF2146.and is referenced to NAD 83.
 FF2146
 FF2146. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV5679476341(NAD 83)
 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)   44.785  (m)                       GP(       ) 4 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)  RAPSU86  model used  GPS OBS        
 FF2146
 FF2146.Superseded values are not recommended for survey control.
 FF2146
 FF2146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2146.See file dsdata.pdf to determine how the superseded data were derived.
 FF2146
 FF2146_MARKER: I = METAL ROD
 FF2146_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1902 ***********************************************************************
 FG1902  DESIGNATION -  MANITOU
 FG1902  PID         -  FG1902
 FG1902  STATE/COUNTY-  AR/FRANKLIN
 FG1902  COUNTRY     -  US
 FG1902  USGS QUAD   -  CECIL (2017)
 FG1902
 FG1902                         *CURRENT SURVEY CONTROL
 FG1902  ______________________________________________________________________
 FG1902* NAD 83(1997) POSITION- 35 28 39.91142(N) 093 52 44.02430(W)   ADJUSTED
 FG1902* NAVD 88 ORTHO HEIGHT -   295.1   (meters)      968.    (feet) VERTCON3
 FG1902  ______________________________________________________________________
 FG1902  GEOID HEIGHT    -        -29.275 (meters)                     GEOID18
 FG1902  LAPLACE CORR    -         -0.63  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1902.GEOID18 height accuracy estimate available here.
 FG1902
 FG1902.Click photographs - Photos may exist for this station.
 FG1902
 FG1902.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1902
 FG1902. The following values were computed from the NAD 83(1997) position.
 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  =   0.99989594
 FG1902!UTM  15      -   0.99995828  x   0.99967834  =   0.99963664
 FG1902
 FG1902:                Primary Azimuth Mark                     Grid Az
 FG1902:SPC AR N     -  51                                       081 40 44.4
 FG1902:UTM  15      -  51                                       081 05 44.9
 FG1902
 FG1902_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV2026726381(NAD 83)
 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(1993)-  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
 FG1902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1902.See file dsdata.pdf to determine how the superseded data were derived.
 FG1902
 FG1902_MARKER: DS = TRIANGULATION STATION DISK
 FG1902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1902_STAMPING: MANITOU 1940
 FG1902_MARK LOGO: CGS
 FG1902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1902+STABILITY: SURFACE MOTION
 FG1902
 FG1902  HISTORY     - Date     Condition        Report By
 FG1902  HISTORY     - 1940     MONUMENTED       CGS
 FG1902  HISTORY     - 1959     GOOD             CGS
 FG1902  HISTORY     - 1971     GOOD             USACE
 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 ARMY CORPS OF 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 = MARCH 20, 2026 22:17:28 EDT
 DL1417 ***********************************************************************
 DL1417  DESIGNATION -  MANNING
 DL1417  PID         -  DL1417
 DL1417  STATE/COUNTY-  AR/DALLAS
 DL1417  COUNTRY     -  US
 DL1417  USGS QUAD   -  SPARKMAN (2017)
 DL1417
 DL1417                         *CURRENT SURVEY CONTROL
 DL1417  ______________________________________________________________________
 DL1417* NAD 83(1997) POSITION- 33 58 56.28984(N) 092 46 19.96284(W)   ADJUSTED
 DL1417* NAVD 88 ORTHO HEIGHT -   117.    (meters)      384.    (feet) SCALED
 DL1417  ______________________________________________________________________
 DL1417  GEOID HEIGHT    -        -26.365 (meters)                     GEOID18
 DL1417  LAPLACE CORR    -          1.48  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1417.GEOID18 height accuracy estimate available here.
 DL1417
 DL1417.Click photographs - Photos may exist for this station.
 DL1417
 DL1417.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1417
 DL1417. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 DL1417:SPC AR S     -  TULIP                                    057 06 45.9
 DL1417:UTM  15      -  TULIP                                    056 33 11.6
 DL1417
 DL1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT2104060217(NAD 83)
 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(1993)-  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
 DL1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1417.See file dsdata.pdf to determine how the superseded data were derived.
 DL1417
 DL1417_MARKER: DS = TRIANGULATION STATION DISK
 DL1417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1417_STAMPING: MANNING 1964
 DL1417_MARK LOGO: CGS
 DL1417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1417+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FH0242 ***********************************************************************
 FH0242  DESIGNATION -  MANSFIELD
 FH0242  PID         -  FH0242
 FH0242  STATE/COUNTY-  AR/SEBASTIAN
 FH0242  COUNTRY     -  US
 FH0242  USGS QUAD   -  HUNTINGTON (2017)
 FH0242
 FH0242                         *CURRENT SURVEY CONTROL
 FH0242  ______________________________________________________________________
 FH0242* NAD 83(1986) POSITION- 35 03 15.     (N) 094 15 24.     (W)   SCALED
 FH0242* NAVD 88 ORTHO HEIGHT -   185.711 (meters)      609.29  (feet) ADJUSTED
 FH0242  ______________________________________________________________________
 FH0242  GEOID HEIGHT    -        -30.827 (meters)                     GEOID18
 FH0242  DYNAMIC HEIGHT  -        185.523 (meters)      608.67  (feet) COMP
 FH0242  MODELED GRAVITY -    979,619.7   (mgal)                       NAVD 88
 FH0242
 FH0242  VERT ORDER      -  SECOND    CLASS 0
 FH0242
 FH0242.The horizontal coordinates were scaled from a map and have
 FH0242.an estimated accuracy of +/- 6 seconds.
 FH0242
 FH0242.The orthometric height was determined by differential leveling and
 FH0242.adjusted by the NATIONAL GEODETIC SURVEY
 FH0242.in June 1991.
 FH0242
 FH0242.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0242.GEOID18 height accuracy estimate available here.
 FH0242
 FH0242.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU853797(NAD 83)
 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
 FH0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0242.See file dsdata.pdf to determine how the superseded data were derived.
 FH0242
 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             CGS
 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 GF0850 ***********************************************************************
 GF0850  DESIGNATION -  MARBLE
 GF0850  PID         -  GF0850
 GF0850  STATE/COUNTY-  AR/MADISON
 GF0850  COUNTRY     -  US
 GF0850  USGS QUAD   -  MARBLE (2017)
 GF0850
 GF0850                         *CURRENT SURVEY CONTROL
 GF0850  ______________________________________________________________________
 GF0850* NAD 83(1997) POSITION- 36 07 55.39425(N) 093 33 04.36646(W)   ADJUSTED
 GF0850* NAVD 88 ORTHO HEIGHT -   437.7   (meters)     1436.    (feet) VERTCON3
 GF0850  ______________________________________________________________________
 GF0850  GEOID HEIGHT    -        -28.006 (meters)                     GEOID18
 GF0850  LAPLACE CORR    -          1.06  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0850.GEOID18 height accuracy estimate available here.
 GF0850
 GF0850.Click photographs - Photos may exist for this station.
 GF0850
 GF0850.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0850
 GF0850. The following values were computed from the NAD 83(1997) position.
 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     -   0.99993570  x   0.99998155  =   0.99991725
 GF0850!UTM  15      -   0.99993570  x   0.99963031  =   0.99956603
 GF0850
 GF0850:                Primary Azimuth Mark                     Grid Az
 GF0850:SPC AR N     -  MARBLE AZ MK                             282 22 19.4
 GF0850:UTM  15      -  MARBLE AZ MK                             281 47 40.0
 GF0850
 GF0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV5040398736(NAD 83)
 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(1993)-  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
 GF0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0850.See file dsdata.pdf to determine how the superseded data were derived.
 GF0850
 GF0850_MARKER: DS = TRIANGULATION STATION DISK
 GF0850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0850_STAMPING: MARBLE 1971
 GF0850_MARK LOGO: CGS
 GF0850_PROJECTION: RECESSED 5 CENTIMETERS
 GF0850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0850+STABILITY: SURFACE MOTION
 GF0850_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0850+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2025
 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  HISTORY     - 20161205 GOOD             ARHD
 GF0850  HISTORY     - 20250730 GOOD             ARHD
 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.
 GF0850
 GF0850                          STATION RECOVERY (2016)
 GF0850
 GF0850'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (WDA)
 GF0850'RECOVERED IN GOOD CONDITION.
 GF0850
 GF0850                          STATION RECOVERY (2025)
 GF0850
 GF0850'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2025 (JH)
 GF0850'81 FT (24.7 M) NORTH A GRAVEL DRIVE CENTERLINE AND 2 FT (0.6 M) EAST
 GF0850'OF AN ARDOT BOUNDARY SIGN.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0849 ***********************************************************************
 GF0849  DESIGNATION -  MARBLE RM 1
 GF0849  PID         -  GF0849
 GF0849  STATE/COUNTY-  AR/MADISON
 GF0849  COUNTRY     -  US
 GF0849  USGS QUAD   -  MARBLE (2017)
 GF0849
 GF0849                         *CURRENT SURVEY CONTROL
 GF0849  ______________________________________________________________________
 GF0849* NAD 83(1997) POSITION- 36 07 55.58484(N) 093 33 04.15312(W)   ADJUSTED
 GF0849* NAVD 88 ORTHO HEIGHT -   437.7   (meters)     1436.    (feet) VERTCON3
 GF0849  ______________________________________________________________________
 GF0849  GEOID HEIGHT    -        -28.006 (meters)                     GEOID18
 GF0849  LAPLACE CORR    -          1.06  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0849.GEOID18 height accuracy estimate available here.
 GF0849
 GF0849.Click photographs - Photos may exist for this station.
 GF0849
 GF0849.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0849
 GF0849. The following values were computed from the NAD 83(1997) position.
 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     -   0.99993570  x   0.99998156  =   0.99991726
 GF0849!UTM  15      -   0.99993570  x   0.99963030  =   0.99956602
 GF0849
 GF0849:                Primary Azimuth Mark                     Grid Az
 GF0849:SPC AR N     -  CLOUD                                    265 18 08.6
 GF0849:UTM  15      -  CLOUD                                    264 43 29.2
 GF0849
 GF0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV5040898741(NAD 83)
 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(1993)-  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
 GF0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0849.See file dsdata.pdf to determine how the superseded data were derived.
 GF0849
 GF0849_MARKER: DR = REFERENCE MARK DISK
 GF0849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0849_STAMPING: MARBLE NO 1 1971
 GF0849_MARK LOGO: CGS
 GF0849_PROJECTION: FLUSH
 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     - 1988     GOOD             USPSQD
 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 (1988)
 GF0849
 GF0849'RECOVERY NOTE BY US POWER SQUADRON 1988 (RAN)
 GF0849'RECOVERED IN GOOD CONDITION.
 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 = MARCH 20, 2026 22:17:28 EDT
 DK1063 ***********************************************************************
 DK1063  DESIGNATION -  MARGIE BOLT
 DK1063  PID         -  DK1063
 DK1063  STATE/COUNTY-  AR/CHICOT
 DK1063  COUNTRY     -  US
 DK1063  USGS QUAD   -  EUDORA SOUTH (2017)
 DK1063
 DK1063                         *CURRENT SURVEY CONTROL
 DK1063  ______________________________________________________________________
 DK1063* NAD 83(1986) POSITION- 33 07 15.     (N) 091 15 51.     (W)   SCALED
 DK1063* NAVD 88 ORTHO HEIGHT -    40.43  (+/-2cm)      132.6   (feet) VERTCON3
 DK1063  ______________________________________________________________________
 DK1063  GEOID HEIGHT    -        -26.035 (meters)                     GEOID18
 DK1063  VERT ORDER      -  ? (See Below)
 DK1063
 DK1063.The horizontal coordinates were scaled from a 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
 DK1063.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1063.GEOID18 height accuracy estimate available here.
 DK1063
 DK1063.The vertical order pertains to the NGVD 29 superseded value.
 DK1063
 DK1063.Click photographs - Photos may exist for this station.
 DK1063
 DK1063;                    North         East    Units  Estimated Accuracy
 DK1063;SPC AR S     -   450,620.      468,680.      MT  (+/- 180 meters Scaled)
 DK1063
 DK1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS619660(NAD 83)
 DK1063
 DK1063                          SUPERSEDED SURVEY CONTROL
 DK1063
 DK1063  NGVD 29 (11/26/84)   40.519  (m)          132.94   (f) ADJUSTED       
 DK1063
 DK1063.Superseded values are not recommended for survey control.
 DK1063
 DK1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1063.See file dsdata.pdf to determine how the superseded data were derived.
 DK1063
 DK1063_MARKER: B = BOLT
 DK1063_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK1063_SP_SET: UNDERGROUND STONE
 DK1063_PROJECTION: RECESSED 91 CENTIMETERS
 DK1063_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1063
 DK1063  HISTORY     - Date     Condition        Report By
 DK1063  HISTORY     - UNK      MONUMENTED       USACE
 DK1063  HISTORY     - 1934     GOOD             CGS
 DK1063
 DK1063                          STATION DESCRIPTION
 DK1063
 DK1063'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 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 = MARCH 20, 2026 22:17:28 EDT
 DK1064 ***********************************************************************
 DK1064  DESIGNATION -  MARGIE CAP
 DK1064  PID         -  DK1064
 DK1064  STATE/COUNTY-  AR/CHICOT
 DK1064  COUNTRY     -  US
 DK1064  USGS QUAD   -  EUDORA SOUTH (2017)
 DK1064
 DK1064                         *CURRENT SURVEY CONTROL
 DK1064  ______________________________________________________________________
 DK1064* NAD 83(1986) POSITION- 33 07 14.     (N) 091 15 51.     (W)   SCALED
 DK1064* NAVD 88 ORTHO HEIGHT -    41.67  (+/-2cm)      136.7   (feet) VERTCON3
 DK1064  ______________________________________________________________________
 DK1064  GEOID HEIGHT    -        -26.035 (meters)                     GEOID18
 DK1064  VERT ORDER      -  ? (See Below)
 DK1064
 DK1064.The horizontal coordinates were scaled from a 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
 DK1064.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1064.GEOID18 height accuracy estimate available here.
 DK1064
 DK1064.The vertical order pertains to the NGVD 29 superseded value.
 DK1064
 DK1064.Click photographs - Photos may exist for this station.
 DK1064
 DK1064;                    North         East    Units  Estimated Accuracy
 DK1064;SPC AR S     -   450,590.      468,680.      MT  (+/- 180 meters Scaled)
 DK1064
 DK1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS619659(NAD 83)
 DK1064
 DK1064                          SUPERSEDED SURVEY CONTROL
 DK1064
 DK1064  NGVD 29 (11/26/84)   41.757  (m)          137.00   (f) ADJUSTED       
 DK1064
 DK1064.Superseded values are not recommended for survey control.
 DK1064
 DK1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1064.See file dsdata.pdf to determine how the superseded data were derived.
 DK1064
 DK1064_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1064_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1064_MARK LOGO: USACE
 DK1064_MAGNETIC: P = MARKER IS A STEEL PIPE
 DK1064_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1064
 DK1064  HISTORY     - Date     Condition        Report By
 DK1064  HISTORY     - UNK      MONUMENTED       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1013 ***********************************************************************
 EH1013  DESIGNATION -  MARIANNA
 EH1013  PID         -  EH1013
 EH1013  STATE/COUNTY-  AR/LEE
 EH1013  COUNTRY     -  US
 EH1013  USGS QUAD   -  MARIANNA (2017)
 EH1013
 EH1013                         *CURRENT SURVEY CONTROL
 EH1013  ______________________________________________________________________
 EH1013* NAD 83(1997) POSITION- 34 46 26.26547(N) 090 45 24.66219(W)   ADJUSTED
 EH1013* NAVD 88 ORTHO HEIGHT -    69.496 (meters)      228.00  (feet) ADJUSTED
 EH1013  ______________________________________________________________________
 EH1013  GEOID HEIGHT    -        -26.819 (meters)                     GEOID18
 EH1013  LAPLACE CORR    -         -0.99  (seconds)                    DEFLEC18
 EH1013  DYNAMIC HEIGHT  -         69.431 (meters)      227.79  (feet) COMP
 EH1013  MODELED GRAVITY -    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 and
 EH1013.adjusted by the NATIONAL GEODETIC SURVEY
 EH1013.in June 1991.
 EH1013
 EH1013.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1013.GEOID18 height accuracy estimate available here.
 EH1013
 EH1013.Click photographs - Photos may exist for this station.
 EH1013
 EH1013.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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;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     -   0.99999330  x   1.00000164  =   0.99999494
 EH1013!UTM  15      -   0.99999330  x   1.00011936  =   1.00011266
 EH1013
 EH1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU0527050269(NAD 83)
 EH1013
 EH1013                          SUPERSEDED SURVEY CONTROL
 EH1013
 EH1013  NAD 83(1995)-  34 46 26.26830(N)    090 45 24.66149(W) AD(       ) 2
 EH1013  NAD 83(1993)-  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              69.50   (m)          228.0    (f) LEVELING    3  
 EH1013  NGVD 29 (11/26/84)   69.504  (m)          228.03   (f) ADJUSTED    2 0
 EH1013
 EH1013.Superseded values are not recommended for survey control.
 EH1013
 EH1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1013.See file dsdata.pdf to determine how the superseded data were derived.
 EH1013
 EH1013_MARKER: DB = BENCH MARK DISK
 EH1013_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH1013_SP_SET: BUILDING
 EH1013_STAMPING: MARIANNA 1934
 EH1013_MARK LOGO: CGS
 EH1013_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH1013
 EH1013  HISTORY     - Date     Condition        Report By
 EH1013  HISTORY     - 1934     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 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 = MARCH 20, 2026 22:17:28 EDT
 EH2893 ***********************************************************************
 EH2893  DESIGNATION -  MARIANNA
 EH2893  PID         -  EH2893
 EH2893  STATE/COUNTY-  AR/LEE
 EH2893  COUNTRY     -  US
 EH2893  USGS QUAD   -  MARIANNA (2017)
 EH2893
 EH2893                         *CURRENT SURVEY CONTROL
 EH2893  ______________________________________________________________________
 EH2893* NAD 83(1997) POSITION- 34 46 25.52067(N) 090 45 25.74108(W)   ADJUSTED
 EH2893* NAVD 88 ORTHO HEIGHT -    66.    (meters)      217.    (feet) SCALED
 EH2893  ______________________________________________________________________
 EH2893  GEOID HEIGHT    -        -26.819 (meters)                     GEOID18
 EH2893  LAPLACE CORR    -         -0.99  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2893.GEOID18 height accuracy estimate available here.
 EH2893
 EH2893.Click photographs - Photos may exist for this station.
 EH2893
 EH2893.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2893
 EH2893. The following values were computed from the NAD 83(1997) position.
 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;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     -   0.99999385  x   1.00000159  =   0.99999544
 EH2893!UTM  15      -   0.99999385  x   1.00011923  =   1.00011308
 EH2893
 EH2893:                Primary Azimuth Mark                     Grid Az
 EH2893:SPC AR S     -  MARIANNA AZ MK                           349 59 43.1
 EH2893:UTM  15      -  MARIANNA AZ MK                           349 24 40.6
 EH2893
 EH2893_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU0524350245(NAD 83)
 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(1995)-  34 46 25.52351(N)    090 45 25.74039(W) AD(       ) 1
 EH2893  NAD 83(1993)-  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
 EH2893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2893.See file dsdata.pdf to determine how the superseded data were derived.
 EH2893
 EH2893_MARKER: DS = TRIANGULATION STATION DISK
 EH2893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2893_STAMPING: MARIANNA 1953
 EH2893_MARK LOGO: CGS
 EH2893_PROJECTION: FLUSH
 EH2893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2893+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2824 ***********************************************************************
 EH2824  DESIGNATION -  MARIANNA ATT MICROWAVE
 EH2824  PID         -  EH2824
 EH2824  STATE/COUNTY-  AR/LEE
 EH2824  COUNTRY     -  US
 EH2824  USGS QUAD   -  BRICKEYS (2017)
 EH2824
 EH2824                         *CURRENT SURVEY CONTROL
 EH2824  ______________________________________________________________________
 EH2824* NAD 83(1997) POSITION- 34 47 32.47724(N) 090 32 55.79906(W)   ADJUSTED
 EH2824  ______________________________________________________________________
 EH2824  GEOID HEIGHT    -        -26.949 (meters)                     GEOID18
 EH2824  LAPLACE CORR    -         -1.08  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2824.GEOID18 height accuracy estimate available here.
 EH2824
 EH2824.Click photographs - Photos may exist for this station.
 EH2824
 EH2824.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2824
 EH2824. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU2426052754(NAD 83)
 EH2824
 EH2824                          SUPERSEDED SURVEY CONTROL
 EH2824
 EH2824  NAD 83(1995)-  34 47 32.47694(N)    090 32 55.80005(W) AD(       ) 3
 EH2824  NAD 83(1993)-  34 47 32.47852(N)    090 32 55.79816(W) AD(       ) 3
 EH2824  NAD 83(1986)-  34 47 32.48545(N)    090 32 55.79761(W) AD(       ) 3
 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
 EH2824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2824.See file dsdata.pdf to determine how the superseded data were derived.
 EH2824
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2890 ***********************************************************************
 EH2890  DESIGNATION -  MARIANNA FED COMP CO WATER TK
 EH2890  PID         -  EH2890
 EH2890  STATE/COUNTY-  AR/LEE
 EH2890  COUNTRY     -  US
 EH2890  USGS QUAD   -  MARIANNA (2017)
 EH2890
 EH2890                         *CURRENT SURVEY CONTROL
 EH2890  ______________________________________________________________________
 EH2890* NAD 83(1997) POSITION- 34 46 36.87024(N) 090 46 09.03108(W)   ADJUSTED
 EH2890  ______________________________________________________________________
 EH2890  GEOID HEIGHT    -        -26.812 (meters)                     GEOID18
 EH2890  LAPLACE CORR    -         -0.94  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2890.GEOID18 height accuracy estimate available here.
 EH2890
 EH2890.Click photographs - Photos may exist for this station.
 EH2890
 EH2890.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2890
 EH2890. The following values were computed from the NAD 83(1997) position.
 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;UTM  15      - 3,850,570.908   704,135.566   MT  1.00011363   +1 16 22.3
 EH2890
 EH2890_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU0413550570(NAD 83)
 EH2890
 EH2890                          SUPERSEDED SURVEY CONTROL
 EH2890
 EH2890  NAD 83(1995)-  34 46 36.87296(N)    090 46 09.02949(W) AD(       ) 3
 EH2890  NAD 83(1993)-  34 46 36.87459(N)    090 46 09.02859(W) AD(       ) 3
 EH2890  NAD 83(1986)-  34 46 36.87791(N)    090 46 09.02853(W) AD(       ) 3
 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
 EH2890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2890.See file dsdata.pdf to determine how the superseded data were derived.
 EH2890
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2891 ***********************************************************************
 EH2891  DESIGNATION -  MARIANNA MUNICIPAL TANK
 EH2891  PID         -  EH2891
 EH2891  STATE/COUNTY-  AR/LEE
 EH2891  COUNTRY     -  US
 EH2891  USGS QUAD   -  MARIANNA (2017)
 EH2891
 EH2891                         *CURRENT SURVEY CONTROL
 EH2891  ______________________________________________________________________
 EH2891* NAD 83(1997) POSITION- 34 46 29.81848(N) 090 45 55.72796(W)   ADJUSTED
 EH2891  ______________________________________________________________________
 EH2891  GEOID HEIGHT    -        -26.814 (meters)                     GEOID18
 EH2891  LAPLACE CORR    -         -0.94  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2891.GEOID18 height accuracy estimate available here.
 EH2891
 EH2891.Click photographs - Photos may exist for this station.
 EH2891
 EH2891.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2891
 EH2891. The following values were computed from the NAD 83(1997) position.
 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;UTM  15      - 3,850,361.152   704,478.608   MT  1.00011536   +1 16 29.7
 EH2891
 EH2891_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU0447850361(NAD 83)
 EH2891
 EH2891                          SUPERSEDED SURVEY CONTROL
 EH2891
 EH2891  NAD 83(1995)-  34 46 29.82119(N)    090 45 55.72641(W) AD(       ) 3
 EH2891  NAD 83(1993)-  34 46 29.82285(N)    090 45 55.72549(W) AD(       ) 3
 EH2891  NAD 83(1986)-  34 46 29.82619(N)    090 45 55.72537(W) AD(       ) 3
 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
 EH2891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2891.See file dsdata.pdf to determine how the superseded data were derived.
 EH2891
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2865 ***********************************************************************
 EH2865  DESIGNATION -  MARIANNA RAD STA KLN 71 TOWER
 EH2865  PID         -  EH2865
 EH2865  STATE/COUNTY-  AR/LEE
 EH2865  COUNTRY     -  US
 EH2865  USGS QUAD   -  LA GRANGE (2017)
 EH2865
 EH2865                         *CURRENT SURVEY CONTROL
 EH2865  ______________________________________________________________________
 EH2865* NAD 83(1997) POSITION- 34 43 13.75635(N) 090 43 27.67122(W)   ADJUSTED
 EH2865  ______________________________________________________________________
 EH2865  GEOID HEIGHT    -        -26.866 (meters)                     GEOID18
 EH2865  LAPLACE CORR    -         -0.84  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2865.GEOID18 height accuracy estimate available here.
 EH2865
 EH2865.Click photographs - Photos may exist for this station.
 EH2865
 EH2865.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2865
 EH2865. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU0837944404(NAD 83)
 EH2865
 EH2865                          SUPERSEDED SURVEY CONTROL
 EH2865
 EH2865  NAD 83(1995)-  34 43 13.75911(N)    090 43 27.66885(W) AD(       ) 3
 EH2865  NAD 83(1993)-  34 43 13.75981(N)    090 43 27.66834(W) AD(       ) 3
 EH2865  NAD 83(1986)-  34 43 13.76275(N)    090 43 27.66967(W) AD(       ) 3
 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
 EH2865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2865.See file dsdata.pdf to determine how the superseded data were derived.
 EH2865
 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 = MARCH 20, 2026 22:17:28 EDT
 DL0185 ***********************************************************************
 DL0185  DESIGNATION -  MARIE SALINE BOLT
 DL0185  PID         -  DL0185
 DL0185  STATE/COUNTY-  AR/ASHLEY
 DL0185  COUNTRY     -  US
 DL0185  USGS QUAD   -  MARAIS SALINE (2017)
 DL0185
 DL0185                         *CURRENT SURVEY CONTROL
 DL0185  ______________________________________________________________________
 DL0185* NAD 83(1986) POSITION- 33 08 57.     (N) 092 06 17.     (W)   SCALED
 DL0185* NAVD 88 ORTHO HEIGHT -    19.313 (meters)       63.36  (feet) ADJUSTED
 DL0185  ______________________________________________________________________
 DL0185  GEOID HEIGHT    -        -26.031 (meters)                     GEOID18
 DL0185  DYNAMIC HEIGHT  -         19.292 (meters)       63.29  (feet) COMP
 DL0185  MODELED GRAVITY -    979,568.1   (mgal)                       NAVD 88
 DL0185
 DL0185  VERT ORDER      -  SECOND    CLASS 0
 DL0185
 DL0185.The horizontal coordinates were scaled from a map and have
 DL0185.an estimated accuracy of +/- 6 seconds.
 DL0185
 DL0185.The orthometric height was determined by differential leveling and
 DL0185.adjusted by the NATIONAL GEODETIC SURVEY
 DL0185.in June 1991.
 DL0185
 DL0185.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0185.GEOID18 height accuracy estimate available here.
 DL0185
 DL0185.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS834681(NAD 83)
 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
 DL0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0185.See file dsdata.pdf to determine how the superseded data were derived.
 DL0185
 DL0185_MARKER: B = BOLT
 DL0185_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL0185_SP_SET: UNDERGROUND STONE
 DL0185_STAMPING: USEBM
 DL0185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0185
 DL0185  HISTORY     - Date     Condition        Report By
 DL0185  HISTORY     - UNK      MONUMENTED       USACE
 DL0185  HISTORY     - 1934     GOOD             CGS
 DL0185
 DL0185                          STATION DESCRIPTION
 DL0185
 DL0185'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FF0153 ***********************************************************************
 FF0153  DESIGNATION -  MARION
 FF0153  PID         -  FF0153
 FF0153  STATE/COUNTY-  AR/CRITTENDEN
 FF0153  COUNTRY     -  US
 FF0153  USGS QUAD   -  WEST MEMPHIS (2017)
 FF0153
 FF0153                         *CURRENT SURVEY CONTROL
 FF0153  ______________________________________________________________________
 FF0153* NAD 83(1997) POSITION- 35 13 15.78081(N) 090 12 10.62306(W)   ADJUSTED
 FF0153* NAVD 88 ORTHO HEIGHT -    67.086 (meters)      220.10  (feet) ADJUSTED
 FF0153  ______________________________________________________________________
 FF0153  GEOID HEIGHT    -        -27.333 (meters)                     GEOID18
 FF0153  LAPLACE CORR    -         -0.12  (seconds)                    DEFLEC18
 FF0153  DYNAMIC HEIGHT  -         67.026 (meters)      219.90  (feet) COMP
 FF0153  MODELED GRAVITY -    979,739.2   (mgal)                       NAVD 88
 FF0153
 FF0153  HORZ ORDER      -  FIRST
 FF0153  VERT ORDER      -  SECOND    CLASS I
 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 and
 FF0153.adjusted by the NATIONAL GEODETIC SURVEY
 FF0153.in January 2022.
 FF0153
 FF0153.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0153.GEOID18 height accuracy estimate available here.
 FF0153
 FF0153.Click photographs - Photos may exist for this station.
 FF0153
 FF0153.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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  =   1.00039257
 FF0153
 FF0153:                Primary Azimuth Mark                     Grid Az
 FF0153:SPC AR N     -  BOLLINGER                                173 09 44.7
 FF0153:SPC TN       -  BOLLINGER                                176 40 07.3
 FF0153:UTM  15      -  BOLLINGER                                172 35 38.7
 FF0153
 FF0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV5458101142(NAD 83)
 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 1065902.3 |
 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 1270134.6 |
 FF0153| FF1968 RADIO STATION KWEM MAST             APPROX.13.9 KM 1341803.9 |
 FF0153| FF2013 MEMPHIS INTL HARVESTER TANK         APPROX.17.2 KM 1353549.9 |
 FF0153| FF1970 US ENGINEERS RADIO MAST             APPROX.13.8 KM 1353735.9 |
 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 1675325.3 |
 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(1995)-  35 13 15.78110(N)    090 12 10.62302(W) AD(       ) 1
 FF0153  NAD 83(1993)-  35 13 15.78676(N)    090 12 10.62377(W) AD(       ) 1
 FF0153  NAD 83(1990)-  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  NAVD 88 (06/15/91)   67.073  (m)          220.06   (f) SUPERSEDED  1 2
 FF0153  NGVD 29              67.04   (m)          219.9    (f) LEVELING    3  
 FF0153  NGVD 29 (11/26/84)   67.035  (m)          219.93   (f) ADJUSTED    1 2
 FF0153
 FF0153.Superseded values are not recommended for survey control.
 FF0153
 FF0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0153.See file dsdata.pdf to determine how the superseded data were derived.
 FF0153
 FF0153_MARKER: DS = TRIANGULATION STATION DISK
 FF0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0153_STAMPING: MARION 1929
 FF0153_MARK LOGO: CGS
 FF0153_PROJECTION: FLUSH
 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 - June 15, 2021
 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             USACE
 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  HISTORY     - 20210615 GOOD             ARHD
 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 SCHOOLHOUSE (BRICK
 FF0153'STRUCTURE ON U.S. ROUTE 61), 92 METERS (302 FEET) SOUTH OF ROAD
 FF0153'RUNNING EAST AND WEST ALONG NORTH SIDE OF SCHOOL PROPERTY, 145 METERS
 FF0153'(476 FEET) WEST OF CENTER LINE OF ROUTE 61, AND 16.6 METERS (54 FEET)
 FF0153'SOUTH OF A LITTLE-USED ROAD RUNNING AROUND SOUTH SIDE OF SCHOOL.
 FF0153'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 FF0153'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 FF0153'
 FF0153'NO. 1 IS 3.75 METERS (12.3 FEET) NORTH OF EAST-AND-WEST ROAD, 8.10
 FF0153'METERS (26.6 FEET) SOUTHEAST OF SOUTHEAST CORNER OF PORCH OF HOUSE,
 FF0153'AND 90.30 METERS (296.3 FEET) FROM STATION, N 02 DEG 54 MIN E.
 FF0153'
 FF0153'NO. 2 IS 14.9 METERS (49 FEET) WEST OF CENTER LINE OF ROUTE 61, 32.85
 FF0153'METERS (107.8 FEET) SOUTHEAST OF CORNER OF SCHOOL, AND 130.35 METERS
 FF0153'(427.7 FEET) 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 ARMY CORPS OF ENGINEERS 1943
 FF0153'DISTANCE FROM STATION TO R.M. 1 SHOULD BE 302.93 FT., RATHER THAN
 FF0153'296.3 AS PUBLISHED
 FF0153'
 FF0153'A HOUSE HAS BEEN BUILT SO THAT R.M. 1 CANNOT BE OBSERVED FROM THE
 FF0153'STATION.  THE SE CORNER OF THE HOUSE PROJECTS ABOUT 2 FT.  OVER THE
 FF0153'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 OF ITS
 FF0153'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 TO BE IN
 FF0153'GOOD CONDITION.  REFERENCE MARK NO. 1 WAS FOUND TO BE OBSTRUCTED AND
 FF0153'WAS THEREFORE DESTROYED.  A NEW REFERENCE MARK NO. 3 AND AN AZIMUTH
 FF0153'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.  FELIX
 FF0153'SCHOOL YARD, 173 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 FF0153'GYMNASIUM, 55 FEET NORTH OF THE CENTER OF AN EAST-WEST STREET AND 50
 FF0153'FEET EAST OF THE CENTER OF A NORTH-SOUTH STREET.  IT IS STAMPED MARION
 FF0153'1929 AND PROJECTS 10 INCHES.
 FF0153'
 FF0153'REFERENCE MARK NO. 2 IS IN THE SOUTHEAST CORNER OF THE SCHOOL YARD, 96
 FF0153'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE SCHOOLHOUSE, 50 FEET
 FF0153'WEST OF THE CENTER OF A NORTHWEST-SOUTHEAST HARD SURFACED ROAD AND 20
 FF0153'FEET NORTH OF THE CENTER OF AN EAST-WEST STREET.  IT IS STAMPED MARION
 FF0153'NO 2 1929 AND PROJECTS 8 INCHES.
 FF0153'
 FF0153'REFERENCE MARK NO. 3 IS 1 FOOT SOUTHWEST OF THE SOUTHWEST CORNER OF
 FF0153'THE GYMNASIUM.  IT IS STAMPED MARION NO 3 1929 AND IS FLUSH WITH THE
 FF0153'GROUND SURFACE.
 FF0153'
 FF0153'THE AZIMUTH MARK IS IN THE NORTH EDGE OF A CHURCH YARD, 200 FEET EAST
 FF0153'OF THE INTERSECTION OF U.S. HIGHWAYS 64, 63 AND 61, 150 FEET NORTH OF
 FF0153'A CHURCH, 75 FEET SOUTH OF THE CENTER OF AN EAST-WEST ROAD, 1 FOOT
 FF0153'EAST OF A POWER LINE POLE AND 1 FOOT NORTH OF A WITNESS POST.  IT IS
 FF0153'STAMPED MARION 1929 1954 AND PROJECTS 2 INCHES.
 FF0153'
 FF0153'TO REACH THE STATION FROM THE POST OFFICE IN MARION, GO WEST FOR 0.05
 FF0153'MILE TO AN INTERSECTION JUST AFTER CROSSING RAILROAD TRACKS, (CONTINUE
 FF0153'STRAIGHT AHEAD FOR 0.5 MILE TO THE AZIMUTH MARK ON LEFT AS DESCRIBED).
 FF0153'TURN RIGHT AND GO NORTH AND NORTHWEST ON HARD SURFACED ROAD FOR 0.5
 FF0153'MILE TO A T ROAD LEFT AT THE J.S.  FELIX SCHOOL, TURN LEFT AND GO WEST
 FF0153'FOR 0.1 MILE TO THE STATION ON RIGHT IN THE SOUTHWEST CORNER OF SCHOOL
 FF0153'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, 58 FEET NORTH OF
 FF0153'CENTERLINE 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 IN GOOD
 FF0153'CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT RECOVERED.  NO
 FF0153'SUITABLE LOCATION WAS FOUND TO ESTABLISH A NEW AZIMUTH MARK.  THE
 FF0153'DISTANCE TO REFERENCE MARK 2 WAS NOTED AND VERIFIED TO BE 0.06 FOOT
 FF0153'LONGER THAN THE 1954 OBSERVATIONS.  REFERENCE MARK 3 WAS FOUND TO BE
 FF0153'OBSTRUCTED BY A BUILDING.  REFERENCE MARKS 4 AND 5 WERE ESTABLISHED AT
 FF0153'THIS TIME.
 FF0153'
 FF0153'THE STATION IS LOCATED ON THE GROUNDS NEAR THE SOUTHWEST CORNER OF THE
 FF0153'J.S. FELIX SCHOOL IN THE NORTH PART OF MARION.
 FF0153'
 FF0153'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 77 AND
 FF0153'MILITARY ROAD IN MARION, GO NORTHWEST ON STATE HIGHWAY 77 FOR 0.5 MILE
 FF0153'TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTHWEST ON A PAVED ROAD FOR
 FF0153'ABOUT 200 FEET TO A GATE ON THE RIGHT INTO A SCHOOL YARD.  THE STATION
 FF0153'IS ABOUT 200 FEET SOUTHWEST.
 FF0153'
 FF0153'THE STATION IS A STANDARD CGS DISK STAMPED ---MARION 1929---, SET INTO
 FF0153'THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE FLUSH WITH
 FF0153'GROUND.  IT IS LOCATED 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 STAMPED
 FF0153'---MARION NO 2 1929---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 FF0153'30 CM ON A SIDE FLUSH WITH GROUND.  IT IS LOCATED 15.0 METERS WEST
 FF0153'FROM THE CENTER OF STATE HIGHWAY 77, 6.2 METERS NORTH FROM THE CENTER
 FF0153'OF THE PAVED STREET AND 4.7 METERS WEST FROM A FENCE CORNER.  MARK IS
 FF0153'LEVEL WITH STATION.
 FF0153'
 FF0153'REFERENCE MARK NUMBER 03 IS A STANDARD CGS DISK STAMPED
 FF0153'---MARION NO 3 1929---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 FF0153'30 CM ON A SIDE RECESSED 3 CM BELOW THE GROUND.  IT IS LOCATED 4.10
 FF0153'METERS WEST FROM THE SOUTHWEST ENTRANCE TO A BUILDING, 4.10 METERS
 FF0153'EAST FROM A POWER POLE WITH A METER AND 0.30 METER SOUTH FROM A METAL
 FF0153'SIDED BUILDING.  MARK IS LEVEL WITH STATION.
 FF0153'
 FF0153'REFERENCE MARK NUMBER 04 IS A STANDARD NGS DISK STAMPED
 FF0153'---MARION 1929 NO 4 1979---, CEMENTED INTO A DRILL HOLE IN THE WEST
 FF0153'CONCRETE ENTRANCE STEP TO THE GYMNASIUM.  IT IS LOCATED 11.59 METERS
 FF0153'WEST FROM A FENCE, 4.42 METERS NORTH-NORTHWEST FROM THE SOUTHWEST
 FF0153'CORNER OF THE GYMNASIUM AND 1.30 METERS SOUTHWEST FROM THE CENTER OF
 FF0153'THE WEST ENTRANCE TO THE GYMNASIUM.  MARK IS LEVEL WITH STATION.
 FF0153'
 FF0153'REFERENCE MARK NUMBER 05 IS A STANDARD NGS DISK STAMPED
 FF0153'---MARION 1929 NO 5 1979---, CEMENTED INTO A DRILL HOLE IN THE SOUTH
 FF0153'ENTRANCE TO THE GYMNASIUM.  IT IS LOCATED 10.07 METERS NORTH FROM A
 FF0153'FENCE, 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.  MARK IS LEVEL WITH STATION.
 FF0153'
 FF0153'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF BUILDINGS ON LINE.
 FF0153'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 16.1 METERS.  A GEODIMETER
 FF0153'TIE WAS MADE TO TRIANGULATION BEEF UTILIZING A 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.
 FF0153
 FF0153                          STATION RECOVERY (2021)
 FF0153
 FF0153'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2021 (JDH)
 FF0153'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL1376 ***********************************************************************
 DL1376  DESIGNATION -  MARION
 DL1376  PID         -  DL1376
 DL1376  STATE/COUNTY-  AR/OUACHITA
 DL1376  COUNTRY     -  US
 DL1376  USGS QUAD   -  BUENA VISTA (2017)
 DL1376
 DL1376                         *CURRENT SURVEY CONTROL
 DL1376  ______________________________________________________________________
 DL1376* NAD 83(1997) POSITION- 33 28 25.30125(N) 092 55 37.93392(W)   ADJUSTED
 DL1376* NAVD 88 ORTHO HEIGHT -   104.    (meters)      341.    (feet) SCALED
 DL1376  ______________________________________________________________________
 DL1376  GEOID HEIGHT    -        -26.317 (meters)                     GEOID18
 DL1376  LAPLACE CORR    -          0.68  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1376.GEOID18 height accuracy estimate available here.
 DL1376
 DL1376.Click photographs - Photos may exist for this station.
 DL1376
 DL1376.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1376
 DL1376. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 DL1376:SPC AR S     -  MARION AZ MK 2                           194 32 13.1
 DL1376:UTM  15      -  MARION AZ MK 2                           193 58 40.4
 DL1376
 DL1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT0676303805(NAD 83)
 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(1993)-  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
 DL1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1376.See file dsdata.pdf to determine how the superseded data were derived.
 DL1376
 DL1376_MARKER: DS = TRIANGULATION STATION DISK
 DL1376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1376_STAMPING: MARION 1941
 DL1376_MARK LOGO: CGS
 DL1376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1376+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FF2042 ***********************************************************************
 FF2042  DESIGNATION -  MARION CRITTENDEN CO MAST
 FF2042  PID         -  FF2042
 FF2042  STATE/COUNTY-  AR/CRITTENDEN
 FF2042  COUNTRY     -  US
 FF2042  USGS QUAD   -  WEST MEMPHIS (2017)
 FF2042
 FF2042                         *CURRENT SURVEY CONTROL
 FF2042  ______________________________________________________________________
 FF2042* NAD 83(1997) POSITION- 35 12 56.47767(N) 090 11 50.42558(W)   ADJUSTED
 FF2042  ______________________________________________________________________
 FF2042  GEOID HEIGHT    -        -27.330 (meters)                     GEOID18
 FF2042  LAPLACE CORR    -         -0.15  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF2042.GEOID18 height accuracy estimate available here.
 FF2042
 FF2042.Click photographs - Photos may exist for this station.
 FF2042
 FF2042.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF2042
 FF2042. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV5510800562(NAD 83)
 FF2042
 FF2042                          SUPERSEDED SURVEY CONTROL
 FF2042
 FF2042  NAD 83(1995)-  35 12 56.47785(N)    090 11 50.42561(W) AD(       ) 3
 FF2042  NAD 83(1993)-  35 12 56.48189(N)    090 11 50.42820(W) AD(       ) 3
 FF2042  NAD 83(1986)-  35 12 56.48807(N)    090 11 50.42684(W) AD(       ) 3
 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
 FF2042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2042.See file dsdata.pdf to determine how the superseded data were derived.
 FF2042
 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 = MARCH 20, 2026 22:17:28 EDT
 FF2041 ***********************************************************************
 FF2041  DESIGNATION -  MARION MUNICIPAL TANK
 FF2041  PID         -  FF2041
 FF2041  STATE/COUNTY-  AR/CRITTENDEN
 FF2041  COUNTRY     -  US
 FF2041  USGS QUAD   -  WEST MEMPHIS (2017)
 FF2041
 FF2041                         *CURRENT SURVEY CONTROL
 FF2041  ______________________________________________________________________
 FF2041* NAD 83(1997) POSITION- 35 12 56.56515(N) 090 11 42.11670(W)   ADJUSTED
 FF2041  ______________________________________________________________________
 FF2041  GEOID HEIGHT    -        -27.331 (meters)                     GEOID18
 FF2041  LAPLACE CORR    -         -0.15  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF2041.GEOID18 height accuracy estimate available here.
 FF2041
 FF2041.Click photographs - Photos may exist for this station.
 FF2041
 FF2041.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF2041
 FF2041. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV5531800570(NAD 83)
 FF2041
 FF2041                          SUPERSEDED SURVEY CONTROL
 FF2041
 FF2041  NAD 83(1995)-  35 12 56.56533(N)    090 11 42.11672(W) AD(       ) 3
 FF2041  NAD 83(1993)-  35 12 56.56939(N)    090 11 42.11919(W) AD(       ) 3
 FF2041  NAD 83(1986)-  35 12 56.57554(N)    090 11 42.11788(W) AD(       ) 3
 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
 FF2041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2041.See file dsdata.pdf to determine how the superseded data were derived.
 FF2041
 FF2041_MARKER: 53 = ELEVATED 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 = MARCH 20, 2026 22:17:28 EDT
 FF0152 ***********************************************************************
 FF0152  DESIGNATION -  MARION RM 2
 FF0152  PID         -  FF0152
 FF0152  STATE/COUNTY-  AR/CRITTENDEN
 FF0152  COUNTRY     -  US
 FF0152  USGS QUAD   -  WEST MEMPHIS (2017)
 FF0152
 FF0152                         *CURRENT SURVEY CONTROL
 FF0152  ______________________________________________________________________
 FF0152* NAD 83(1986) POSITION- 35 13 15.54   (N) 090 12 05.48   (W)   HD_HELD1
 FF0152* NAVD 88 ORTHO HEIGHT -    67.203 (meters)      220.48  (feet) ADJUSTED
 FF0152  ______________________________________________________________________
 FF0152  GEOID HEIGHT    -        -27.333 (meters)                     GEOID18
 FF0152  DYNAMIC HEIGHT  -         67.143 (meters)      220.29  (feet) COMP
 FF0152  MODELED GRAVITY -    979,739.2   (mgal)                       NAVD 88
 FF0152
 FF0152  VERT ORDER      -  SECOND    CLASS I
 FF0152
 FF0152.The horizontal coordinates were determined by differentially corrected
 FF0152.hand held GPS observations or other comparable positioning techniques
 FF0152.and have an estimated accuracy of +/- 3 meters.
 FF0152
 FF0152.The orthometric height was determined by differential leveling and
 FF0152.adjusted by the NATIONAL GEODETIC SURVEY
 FF0152.in January 2022.
 FF0152
 FF0152.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0152.GEOID18 height accuracy estimate available here.
 FF0152
 FF0152.Click photographs - Photos may exist for this station.
 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     -    99,972.4     563,720.8     MT  (+/- 3 meters HH1 GPS) 
 FF0152
 FF0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV5471101138(NAD 83)
 FF0152
 FF0152                          SUPERSEDED SURVEY CONTROL
 FF0152
 FF0152  NAVD 88 (06/15/91)   67.184  (m)          220.42   (f) SUPERSEDED  1 2
 FF0152  NGVD 29 (11/26/84)   67.146  (m)          220.29   (f) ADJUSTED    1 2
 FF0152
 FF0152.Superseded values are not recommended for survey control.
 FF0152
 FF0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0152.See file dsdata.pdf to determine how the superseded data were derived.
 FF0152
 FF0152_MARKER: DR = REFERENCE MARK DISK
 FF0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0152_STAMPING: MARION NO 2 1929
 FF0152_MARK LOGO: CGS
 FF0152_PROJECTION: FLUSH
 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 - June 15, 2021
 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  HISTORY     - 20210615 GOOD             ARHD
 FF0152
 FF0152                          STATION DESCRIPTION
 FF0152
 FF0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 FF0152'AT MARION, 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, 47 FEET SOUTHWEST OF CENTER LINE OF OLD U.S. HIGHWAY 63,
 FF0152'21 FEET NORTH OF CENTER LINE OF A STREET LEADING WEST,
 FF0152'427.1 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.
 FF0152'
 FF0152'TO REACH THE STATION FROM THE JUNCTION OF U.S.HIGHWAY 64 (MILITARY
 FF0152'ROAD) AND STATE HIGHWAY 77 IN MARION.  GO NORTH ON STATE HIGHWAY 77
 FF0152'FOR 1.02 KM (0.65 MI) TO A DOUBLE GRAVELED DRIVEWAY ON THE LEFT
 FF0152'LEADING WEST TO THE J.S.FELIX ELEMENTERY SCHOOL.  TURN LEFT AND GO
 FF0152'WEST ON THE GRAVELED DRIVEWAY PASSING THROUGH A GATE (LOCKED AT NIGHT)
 FF0152'FOR ABOUT 200 FEET (61.0 M) TO A GRAVELED DRIVEWAY ON THE LEFT.  TURN
 FF0152'LEFT AND GO SOUTH ON THE GRAVELED DRIVEWAY FOR 0.14 KM (0.10 MI) TO A
 FF0152'GATE AND CHAIN LINK FENCE.  TURN LEFT AND GO EAST ACROSS A LAWN
 FF0152'PASSING BETWEEN THE FENCE AND A SCHOOL BUILDING FOR 0.12 KM (0.05 MI)
 FF0152'TO THE SOUTHEAST CORNER OF THE SCHOOL BUILDING AND THE STATION
 FF0152'STRAIGHT AHEAD IN THE SOUTHEAST CORNER OF THE LAWN.
 FF0152'
 FF0152'THE STATION IS LOCATED 130.2 M (427.2 FT) EAST FROM MARION 1929, 15.0
 FF0152'M (49.2 FT) WEST FROM THE CENTERLINE 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 AND FLUSH WITH THE GROUND.
 FF0152'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'RECOVERED IN GOOD CONDITION.
 FF0152
 FF0152                          STATION RECOVERY (2021)
 FF0152
 FF0152'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2021 (JDH)
 FF0152'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1640 ***********************************************************************
 FF1640  DESIGNATION -  MARION RM 3
 FF1640  PID         -  FF1640
 FF1640  STATE/COUNTY-  AR/CRITTENDEN
 FF1640  COUNTRY     -  US
 FF1640  USGS QUAD   -  WEST MEMPHIS (2017)
 FF1640
 FF1640                         *CURRENT SURVEY CONTROL
 FF1640  ______________________________________________________________________
 FF1640* NAD 83(1986) POSITION- 35 13 17.31   (N) 090 12 09.72   (W)   HD_HELD1
 FF1640* NAVD 88 ORTHO HEIGHT -    67.146 (meters)      220.29  (feet) ADJUSTED
 FF1640  ______________________________________________________________________
 FF1640  GEOID HEIGHT    -        -27.333 (meters)                     GEOID18
 FF1640  DYNAMIC HEIGHT  -         67.086 (meters)      220.10  (feet) COMP
 FF1640  MODELED GRAVITY -    979,739.2   (mgal)                       NAVD 88
 FF1640
 FF1640  VERT ORDER      -  FIRST     CLASS II
 FF1640
 FF1640.The horizontal coordinates were determined by differentially corrected
 FF1640.hand held GPS observations or other comparable positioning techniques
 FF1640.and have an estimated accuracy of +/- 3 meters.
 FF1640
 FF1640.The orthometric height was determined by differential leveling and
 FF1640.adjusted by the NATIONAL GEODETIC SURVEY
 FF1640.in June 1991.
 FF1640
 FF1640.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1640.GEOID18 height accuracy estimate available here.
 FF1640
 FF1640.Click photographs - Photos may exist for this station.
 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     -   100,025.0     563,612.6     MT  (+/- 3 meters HH1 GPS) 
 FF1640
 FF1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV5460201190(NAD 83)
 FF1640
 FF1640                          SUPERSEDED SURVEY CONTROL
 FF1640
 FF1640  NGVD 29 (11/26/84)   67.108  (m)          220.17   (f) ADJUSTED    1 2
 FF1640
 FF1640.Superseded values are not recommended for survey control.
 FF1640
 FF1640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1640.See file dsdata.pdf to determine how the superseded data were derived.
 FF1640
 FF1640_MARKER: DR = REFERENCE MARK DISK
 FF1640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 MARK NOT FOUND   NGS
 FF1640
 FF1640                          STATION DESCRIPTION
 FF1640
 FF1640'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 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, 209 FEET
 FF1640'NORTH OF CENTERLINE 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 EXISTS IT IS UNDER THE GYM.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF2241 ***********************************************************************
 FF2241  DESIGNATION -  MARION RM 4
 FF2241  PID         -  FF2241
 FF2241  STATE/COUNTY-  AR/CRITTENDEN
 FF2241  COUNTRY     -  US
 FF2241  USGS QUAD   -  WEST MEMPHIS (2017)
 FF2241
 FF2241                         *CURRENT SURVEY CONTROL
 FF2241  ______________________________________________________________________
 FF2241* NAD 83(1986) POSITION- 35 13 16.02   (N) 090 12 10.55   (W)   HD_HELD1
 FF2241* NAVD 88 ORTHO HEIGHT -    67.463 (meters)      221.33  (feet) ADJUSTED
 FF2241  ______________________________________________________________________
 FF2241  GEOID HEIGHT    -        -27.333 (meters)                     GEOID18
 FF2241  DYNAMIC HEIGHT  -         67.403 (meters)      221.14  (feet) COMP
 FF2241  MODELED GRAVITY -    979,739.2   (mgal)                       NAVD 88
 FF2241
 FF2241  VERT ORDER      -  SECOND    CLASS I
 FF2241
 FF2241.The horizontal coordinates were determined by differentially corrected
 FF2241.hand held GPS observations or other comparable positioning techniques
 FF2241.and have an estimated accuracy of +/- 3 meters.
 FF2241
 FF2241.The orthometric height was determined by differential leveling and
 FF2241.adjusted by the NATIONAL GEODETIC SURVEY
 FF2241.in January 2022.
 FF2241
 FF2241.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF2241.GEOID18 height accuracy estimate available here.
 FF2241
 FF2241.Click photographs - Photos may exist for this station.
 FF2241
 FF2241.The dynamic height is computed by dividing the NAVD 88
 FF2241.geopotential number by the normal gravity value computed on the
 FF2241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FF2241.degrees latitude (g = 980.6199 gals.).
 FF2241
 FF2241.The modeled gravity was interpolated from observed gravity values.
 FF2241
 FF2241;                    North         East    Units  Estimated Accuracy
 FF2241;SPC AR N     -    99,984.9     563,592.3     MT  (+/- 3 meters HH1 GPS) 
 FF2241
 FF2241_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV5458201150(NAD 83)
 FF2241
 FF2241                          SUPERSEDED SURVEY CONTROL
 FF2241
 FF2241.No superseded survey control is available for this station.
 FF2241
 FF2241_MARKER: DR = REFERENCE MARK DISK
 FF2241_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FF2241_SP_SET: PAD
 FF2241_STAMPING: MARION 1929 NO 4 1979
 FF2241_MARK LOGO: NGS
 FF2241_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF2241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF2241_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF2241+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2021
 FF2241
 FF2241  HISTORY     - Date     Condition        Report By
 FF2241  HISTORY     - 1979     MONUMENTED       NGS
 FF2241  HISTORY     - 19901210 GOOD             NGS
 FF2241  HISTORY     - 20210615 GOOD             ARHD
 FF2241
 FF2241                          STATION DESCRIPTION
 FF2241
 FF2241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 FF2241'THE STATION IS LOCATED ABOUT 0.4 KM (0.25 MI) NORTH OF MARION AND AT
 FF2241'THE J.S.FELIX ELEMENTERY SCHOOL.  OWNERSHIP-MARION SCHOOL DISTRICT,
 FF2241'STEVE SINGLETON (SUPERINTENDENT), 76 ELM STREET, MARION AR 72364.
 FF2241'PHONE IS 501-739-5100.
 FF2241'
 FF2241'TO REACH THE STATION FROM THE JUNCTION OF U.S.HIGHWAY 64 (MILITARY
 FF2241'ROAD) AND STATE HIGHWAY 77 IN MARION.  GO NORTH ON STATE HIGHWAY 77
 FF2241'FOR 1.02 KM (0.65 MI) TO A DOUBLE GRAVELED DRIVEWAY ON THE LEFT
 FF2241'LEADING WEST TO THE J.S.FELIX ELEMENTERY SCHOOL.  TURN LEFT AND GO
 FF2241'WEST ON THE GRAVELED DRIVEWAY PASSING THROUGH A GATE (LOCKED AT NIGHT)
 FF2241'FOR ABOUT 200 FEET (61.0 M) TO A GRAVELED DRIVEWAY ON THE LEFT.  TURN
 FF2241'LEFT AND GO SOUTH ON THE GRAVELED DRIVEWAY FOR 0.14 KM (0.10 MI) TO A
 FF2241'GATE AND CHAIN LINK FENCE AND THE W. POTTS GYM ON THE RIGHT.  TURN
 FF2241'RIGHT AND GO WEST ACROSS A LAWN PASSING BETWEEN THE FENCE AND THE GYM
 FF2241'FOR ABOUT 200 FEET (61.0 M) TO THE SOUTHWEST CORNER OF THE GYM AND THE
 FF2241'STATION ON THE RIGHT.  CEMENTED IN A DRILL HOLE IN THE SOUTHWEST
 FF2241'CORNER OF THE CONCRETE PORCH OF THE WEST ENTRANCE TO THE GYM.
 FF2241'
 FF2241'THE STATION IS LOCATED 11.6 M (38.1 FT) WEST FROM A CHAIN LINK FENCE,
 FF2241'7.5 M (24.6 FT) NORTH-NORTHEAST FROM MARION 1929, 4.4 M (14.4 FT)
 FF2241'NORTH-NORTHWEST FROM THE NORTHWEST CORNER OF THE GYM AND 1.3 M
 FF2241'(4.3 FT) SOUTHWEST FROM THE CENTER OF THE WEST ENTRANCE TO THE GYM.
 FF2241'IT IS FLUSH WITH THE PORCH.  DESCRIBED BY E.J. HANSMANN.
 FF2241
 FF2241                          STATION RECOVERY (2021)
 FF2241
 FF2241'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2021 (JDH)
 FF2241'THE MARK IS LOCATED ABOUT 6.9 MI (11.1 KM) EAST OF CRAWFORDSVILLE, 5.2
 FF2241'MI (8.4 KM) NORTH OF WEST MEMPHIS AND 4.7 MI (7.6 KM) SOUTH-SOUTHEAST
 FF2241'OF JERICHO.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 FF2241'
 FF2241'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 77 AND US HIGHWAY 64,
 FF2241'GO NORTH ON HIGHWAY 77 FOR 0.5 MI (0.8 KM).  TURN LEFT ON GANNT STREET
 FF2241'AND GO 0.10 MI (0.16 KM) TO THE STATION ON THE RIGHT.
 FF2241'
 FF2241'IT IS 24 FT (7.3 M) NORTHEAST OF MARION FF0153, 22 FT (6.7 M) EAST OF
 FF2241'A CHAIN LINK FENCE AND 12 FT (3.7 M) NORTH OF THE SOUTHWEST CORNER OF
 FF2241'A METAL BUILDING.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ2332 ***********************************************************************
 DQ2332  DESIGNATION -  MARK HARRIS
 DQ2332  PID         -  DQ2332
 DQ2332  STATE/COUNTY-  AR/PULASKI
 DQ2332  COUNTRY     -  US
 DQ2332  USGS QUAD   -  NORTH LITTLE ROCK (2017)
 DQ2332
 DQ2332                         *CURRENT SURVEY CONTROL
 DQ2332  ______________________________________________________________________
 DQ2332* NAD 83(1986) POSITION- 34 47 59.39   (N) 092 21 19.59   (W)   HD_HELD1
 DQ2332* NAVD 88 ORTHO HEIGHT -    76.681 (meters)      251.58  (feet) ADJUSTED
 DQ2332  ______________________________________________________________________
 DQ2332  GEOID HEIGHT    -        -26.861 (meters)                     GEOID18
 DQ2332  DYNAMIC HEIGHT  -         76.610 (meters)      251.34  (feet) COMP
 DQ2332  MODELED GRAVITY -    979,707.1   (mgal)                       NAVD 88
 DQ2332
 DQ2332  VERT ORDER      -  FIRST     CLASS II
 DQ2332
 DQ2332.The horizontal coordinates were determined by differentially corrected
 DQ2332.hand held GPS observations or other comparable positioning techniques
 DQ2332.and have an estimated accuracy of +/- 3 meters.
 DQ2332
 DQ2332.The orthometric height was determined by differential leveling and
 DQ2332.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2332.in June 2016.
 DQ2332
 DQ2332.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2332.GEOID18 height accuracy estimate available here.
 DQ2332
 DQ2332.Click photographs - Photos may exist for this station.
 DQ2332
 DQ2332.The dynamic height is computed by dividing the NAVD 88
 DQ2332.geopotential number by the normal gravity value computed on the
 DQ2332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2332.degrees latitude (g = 980.6199 gals.).
 DQ2332
 DQ2332.The modeled gravity was interpolated from observed gravity values.
 DQ2332
 DQ2332;                    North         East    Units  Estimated Accuracy
 DQ2332;SPC AR S     -   636,659.5     367,473.4     MT  (+/- 3 meters HH1 GPS) 
 DQ2332
 DQ2332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5896051034(NAD 83)
 DQ2332
 DQ2332                          SUPERSEDED SURVEY CONTROL
 DQ2332
 DQ2332.No superseded survey control is available for this station.
 DQ2332
 DQ2332_MARKER: DD = SURVEY DISK
 DQ2332_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DQ2332_SP_SET: DAM RETAINING WALL
 DQ2332_STAMPING: MARK HARRIS 2016
 DQ2332_MARK LOGO: USACE
 DQ2332_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ2332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2332_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2332+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2016
 DQ2332
 DQ2332  HISTORY     - Date     Condition        Report By
 DQ2332  HISTORY     - 20160505 MONUMENTED       USACE
 DQ2332
 DQ2332                          STATION DESCRIPTION
 DQ2332
 DQ2332'DESCRIBED BY US ARMY CORPS OF ENGINEERS 2016 (SCC)
 DQ2332'THE STATION IS LOCATED ABOUT 8.2 MI (13.2 KM) EAST-SOUTHEAST OF
 DQ2332'PINNACLE, 5.4 MI (8.7 KM) WEST-NORTHWEST OF NORTH LITTLE ROCK AND 5.2
 DQ2332'MI (8.4 KM) NORTHWEST OF LITTLE ROCK.
 DQ2332'
 DQ2332'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 51 (CRYSTAL HILLS
 DQ2332'ROAD)AND NORTHSHORE DRIVE PROCEED SOUTH 0.12 KM (0.07 MI) TO THE
 DQ2332'INTERSECTION WITH COOKS LANDING ROAD.  TURN RIGHT AND PROCEED
 DQ2332'SOUTHERLY ON ROAD FOR 1.1 KM (0.7 MI) TO THE STATION ON THE RIGHT.
 DQ2332'
 DQ2332'IT IS 24.4 M (80.1 FT) WEST OF THE CENTERLINE OF ROAD, 3.5 M (11.5 FT)
 DQ2332'EAST OF A METAL WITNESS POST AND SIGN L0CATED THE WEST TOP EDGE OF
 DQ2332'LEVY AND ABOUT 1.5 M (4.9 FT) HIGHER THAN THE ROAD.
 DQ2332'
 DQ2332'MONUMENT IS LOCATED IN THE APPROXIMATELY CENTER OF A 4 FT (1.2 M) WIDE
 DQ2332'BURIED DAM RETAINING WALL.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0018 ***********************************************************************
 FF0018  DESIGNATION -  MARKED
 FF0018  PID         -  FF0018
 FF0018  STATE/COUNTY-  AR/POINSETT
 FF0018  COUNTRY     -  US
 FF0018  USGS QUAD   -  MARKED TREE (2017)
 FF0018
 FF0018                         *CURRENT SURVEY CONTROL
 FF0018  ______________________________________________________________________
 FF0018* NAD 83(1997) POSITION- 35 31 41.62606(N) 090 25 50.09325(W)   ADJUSTED
 FF0018* NAVD 88 ORTHO HEIGHT -    65.958 (meters)      216.40  (feet) ADJUSTED
 FF0018  ______________________________________________________________________
 FF0018  GEOID HEIGHT    -        -27.699 (meters)                     GEOID18
 FF0018  LAPLACE CORR    -         -0.19  (seconds)                    DEFLEC18
 FF0018  DYNAMIC HEIGHT  -         65.900 (meters)      216.21  (feet) COMP
 FF0018  MODELED GRAVITY -    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 and
 FF0018.adjusted by the NATIONAL GEODETIC SURVEY
 FF0018.in June 1991.
 FF0018
 FF0018.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0018.GEOID18 height accuracy estimate available here.
 FF0018
 FF0018.Click photographs - Photos may exist for this station.
 FF0018
 FF0018.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999399  x   0.99993641  =   0.99993041
 FF0018!UTM  15      -   0.99999399  x   1.00026890  =   1.00026289
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV3297234661(NAD 83)
 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(1995)-  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 (11/26/84)   65.897  (m)          216.20   (f) ADJUSTED    1 2
 FF0018
 FF0018.Superseded values are not recommended for survey control.
 FF0018
 FF0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0018.See file dsdata.pdf to determine how the superseded data were derived.
 FF0018
 FF0018_MARKER: DS = TRIANGULATION STATION DISK
 FF0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0018_STAMPING: MARKED 1954
 FF0018_MARK LOGO: CGS
 FF0018_PROJECTION: FLUSH
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0019 ***********************************************************************
 FF0019  DESIGNATION -  MARKED 2
 FF0019  PID         -  FF0019
 FF0019  STATE/COUNTY-  AR/POINSETT
 FF0019  COUNTRY     -  US
 FF0019  USGS QUAD   -  MARKED TREE (2017)
 FF0019
 FF0019                         *CURRENT SURVEY CONTROL
 FF0019  ______________________________________________________________________
 FF0019* NAD 83(1997) POSITION- 35 31 41.17888(N) 090 25 51.58479(W)   NO CHECK
 FF0019* NAVD 88 ORTHO HEIGHT -    66.083 (meters)      216.81  (feet) ADJUSTED
 FF0019  ______________________________________________________________________
 FF0019  GEOID HEIGHT    -        -27.699 (meters)                     GEOID18
 FF0019  LAPLACE CORR    -         -0.19  (seconds)                    DEFLEC18
 FF0019  DYNAMIC HEIGHT  -         66.024 (meters)      216.61  (feet) COMP
 FF0019  MODELED GRAVITY -    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
 FF0019.No horizontal observational check was made to the station.
 FF0019
 FF0019.The orthometric height was determined by differential leveling and
 FF0019.adjusted by the NATIONAL GEODETIC SURVEY
 FF0019.in January 1995.
 FF0019
 FF0019.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0019.GEOID18 height accuracy estimate available here.
 FF0019
 FF0019.Click photographs - Photos may exist for this station.
 FF0019
 FF0019.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999398  x   0.99993641  =   0.99993039
 FF0019!UTM  15      -   0.99999398  x   1.00026869  =   1.00026266
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV3293534646(NAD 83)
 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(1995)-  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 (??/??/??)   66.03   (m)          216.6    (f) RESET       3  
 FF0019  NGVD 29 (10/05/93)   66.036  (m)          216.65   (f) ADJUSTED    1 2
 FF0019  NGVD 29              66.02   (m)          216.6    (f) LEVELING    3  
 FF0019
 FF0019.Superseded values are not recommended for survey control.
 FF0019
 FF0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0019.See file dsdata.pdf to determine how the superseded data were derived.
 FF0019
 FF0019_MARKER: DS = TRIANGULATION STATION DISK
 FF0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0019_STAMPING: MARKED 2 1968
 FF0019_MARK LOGO: CGS
 FF0019_PROJECTION: FLUSH
 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 (LFS)
 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 IS 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 = MARCH 20, 2026 22:17:28 EDT
 FF0020 ***********************************************************************
 FF0020  DESIGNATION -  MARKED 2 RM 3
 FF0020  PID         -  FF0020
 FF0020  STATE/COUNTY-  AR/POINSETT
 FF0020  COUNTRY     -  US
 FF0020  USGS QUAD   -  MARKED TREE (2017)
 FF0020
 FF0020                         *CURRENT SURVEY CONTROL
 FF0020  ______________________________________________________________________
 FF0020* NAD 83(1986) POSITION- 35 31 39.47   (N) 090 25 51.37   (W)   HD_HELD1
 FF0020* NAVD 88 ORTHO HEIGHT -    66.21  (meters)      217.2   (feet) RESET
 FF0020  ______________________________________________________________________
 FF0020  GEOID HEIGHT    -        -27.699 (meters)                     GEOID18
 FF0020  VERT ORDER      -  THIRD
 FF0020
 FF0020.The horizontal coordinates were determined by differentially corrected
 FF0020.hand held GPS observations or other comparable positioning techniques
 FF0020.and have an estimated accuracy of +/- 3 meters.
 FF0020
 FF0020.The orthometric height was computed from unverified reset data.
 FF0020
 FF0020.No vertical observational check was made to the station.
 FF0020
 FF0020.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0020.GEOID18 height accuracy estimate available here.
 FF0020
 FF0020.Click photographs - Photos may exist for this station.
 FF0020
 FF0020;                    North         East    Units  Estimated Accuracy
 FF0020;SPC AR N     -   133,630.8     542,296.4     MT  (+/- 3 meters HH1 GPS) 
 FF0020
 FF0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV3294234593(NAD 83)
 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
 FF0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0020.See file dsdata.pdf to determine how the superseded data were derived.
 FF0020
 FF0020_MARKER: DR = REFERENCE MARK DISK
 FF0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0020_STAMPING: MARKED 2 NO 3 1968
 FF0020_MARK LOGO: CGS
 FF0020_PROJECTION: PROJECTING 10 CENTIMETERS
 FF0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0020+STABILITY: SURFACE MOTION
 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 (LFS)
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0021 ***********************************************************************
 FF0021  DESIGNATION -  MARKED 2 RM 4
 FF0021  PID         -  FF0021
 FF0021  STATE/COUNTY-  AR/POINSETT
 FF0021  COUNTRY     -  US
 FF0021  USGS QUAD   -  MARKED TREE (2017)
 FF0021
 FF0021                         *CURRENT SURVEY CONTROL
 FF0021  ______________________________________________________________________
 FF0021* NAD 83(1986) POSITION- 35 31 40.84   (N) 090 25 52.56   (W)   HD_HELD1
 FF0021* NAVD 88 ORTHO HEIGHT -    66.06  (meters)      216.7   (feet) RESET
 FF0021  ______________________________________________________________________
 FF0021  GEOID HEIGHT    -        -27.699 (meters)                     GEOID18
 FF0021  VERT ORDER      -  THIRD
 FF0021
 FF0021.The horizontal coordinates were determined by differentially corrected
 FF0021.hand held GPS observations or other comparable positioning techniques
 FF0021.and have an estimated accuracy of +/- 3 meters.
 FF0021
 FF0021.The orthometric height was computed from unverified reset data.
 FF0021
 FF0021.No vertical observational check was made to the station.
 FF0021
 FF0021.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0021.GEOID18 height accuracy estimate available here.
 FF0021
 FF0021.Click photographs - Photos may exist for this station.
 FF0021
 FF0021;                    North         East    Units  Estimated Accuracy
 FF0021;SPC AR N     -   133,672.5     542,265.7     MT  (+/- 3 meters HH1 GPS) 
 FF0021
 FF0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV3291134635(NAD 83)
 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
 FF0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0021.See file dsdata.pdf to determine how the superseded data were derived.
 FF0021
 FF0021_MARKER: DR = REFERENCE MARK DISK
 FF0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0021_STAMPING: MARKED 2 NO 4 1968
 FF0021_MARK LOGO: CGS
 FF0021_PROJECTION: FLUSH
 FF0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0021+STABILITY: SURFACE MOTION
 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 (LFS)
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0016 ***********************************************************************
 FF0016  DESIGNATION -  MARKED RM 1
 FF0016  PID         -  FF0016
 FF0016  STATE/COUNTY-  AR/POINSETT
 FF0016  COUNTRY     -  US
 FF0016  USGS QUAD   -  MARKED TREE (2017)
 FF0016
 FF0016                         *CURRENT SURVEY CONTROL
 FF0016  ______________________________________________________________________
 FF0016* NAD 83(1986) POSITION- 35 31 42.18   (N) 090 25 49.11   (W)   HD_HELD1
 FF0016* NAVD 88 ORTHO HEIGHT -    65.816 (meters)      215.93  (feet) ADJUSTED
 FF0016  ______________________________________________________________________
 FF0016  GEOID HEIGHT    -        -27.699 (meters)                     GEOID18
 FF0016  DYNAMIC HEIGHT  -         65.758 (meters)      215.74  (feet) COMP
 FF0016  MODELED GRAVITY -    979,754.1   (mgal)                       NAVD 88
 FF0016
 FF0016  VERT ORDER      -  FIRST     CLASS II
 FF0016
 FF0016.The horizontal coordinates were determined by differentially corrected
 FF0016.hand held GPS observations or other comparable positioning techniques
 FF0016.and have an estimated accuracy of +/- 3 meters.
 FF0016
 FF0016.The orthometric height was determined by differential leveling and
 FF0016.adjusted by the NATIONAL GEODETIC SURVEY
 FF0016.in June 1991.
 FF0016
 FF0016.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0016.GEOID18 height accuracy estimate available here.
 FF0016
 FF0016.Click photographs - Photos may exist for this station.
 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     -   133,715.2     542,352.0     MT  (+/- 3 meters HH1 GPS) 
 FF0016
 FF0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV3299634678(NAD 83)
 FF0016
 FF0016                          SUPERSEDED SURVEY CONTROL
 FF0016
 FF0016  NGVD 29 (11/26/84)   65.755  (m)          215.73   (f) ADJUSTED    1 2
 FF0016
 FF0016.Superseded values are not recommended for survey control.
 FF0016
 FF0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0016.See file dsdata.pdf to determine how the superseded data were derived.
 FF0016
 FF0016_MARKER: DR = REFERENCE MARK DISK
 FF0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0016_STAMPING: MARKED NO 1 1954
 FF0016_MARK LOGO: CGS
 FF0016_PROJECTION: FLUSH
 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, 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 = MARCH 20, 2026 22:17:28 EDT
 FF0017 ***********************************************************************
 FF0017  DESIGNATION -  MARKED RM 2
 FF0017  PID         -  FF0017
 FF0017  STATE/COUNTY-  AR/POINSETT
 FF0017  COUNTRY     -  US
 FF0017  USGS QUAD   -  MARKED TREE (2017)
 FF0017
 FF0017                         *CURRENT SURVEY CONTROL
 FF0017  ______________________________________________________________________
 FF0017* NAD 83(1986) POSITION- 35 31 41.14   (N) 090 25 49.29   (W)   HD_HELD1
 FF0017* NAVD 88 ORTHO HEIGHT -    66.263 (meters)      217.40  (feet) ADJUSTED
 FF0017  ______________________________________________________________________
 FF0017  GEOID HEIGHT    -        -27.699 (meters)                     GEOID18
 FF0017  DYNAMIC HEIGHT  -         66.204 (meters)      217.20  (feet) COMP
 FF0017  MODELED GRAVITY -    979,754.1   (mgal)                       NAVD 88
 FF0017
 FF0017  VERT ORDER      -  FIRST     CLASS II
 FF0017
 FF0017.The horizontal coordinates were determined by differentially corrected
 FF0017.hand held GPS observations or other comparable positioning techniques
 FF0017.and have an estimated accuracy of +/- 3 meters.
 FF0017
 FF0017.The orthometric height was determined by differential leveling and
 FF0017.adjusted by the NATIONAL GEODETIC SURVEY
 FF0017.in June 1991.
 FF0017
 FF0017.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0017.GEOID18 height accuracy estimate available here.
 FF0017
 FF0017.Click photographs - Photos may exist for this station.
 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     -   133,683.1     542,347.9     MT  (+/- 3 meters HH1 GPS) 
 FF0017
 FF0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV3299334646(NAD 83)
 FF0017
 FF0017                          SUPERSEDED SURVEY CONTROL
 FF0017
 FF0017  NGVD 29 (11/26/84)   66.202  (m)          217.20   (f) ADJUSTED    1 2
 FF0017
 FF0017.Superseded values are not recommended for survey control.
 FF0017
 FF0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0017.See file dsdata.pdf to determine how the superseded data were derived.
 FF0017
 FF0017_MARKER: DR = REFERENCE MARK DISK
 FF0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0017_STAMPING: MARKED NO 2 1954
 FF0017_MARK LOGO: CGS
 FF0017_PROJECTION: PROJECTING 10 CENTIMETERS
 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, 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 = MARCH 20, 2026 22:17:28 EDT
 FF1923 ***********************************************************************
 FF1923  DESIGNATION -  MARKED TREE ST FRAN VAL ELEV
 FF1923  PID         -  FF1923
 FF1923  STATE/COUNTY-  AR/POINSETT
 FF1923  COUNTRY     -  US
 FF1923  USGS QUAD   -  MARKED TREE (2017)
 FF1923
 FF1923                         *CURRENT SURVEY CONTROL
 FF1923  ______________________________________________________________________
 FF1923* NAD 83(1997) POSITION- 35 32 05.84892(N) 090 25 48.59440(W)   ADJUSTED
 FF1923  ______________________________________________________________________
 FF1923  GEOID HEIGHT    -        -27.707 (meters)                     GEOID18
 FF1923  LAPLACE CORR    -         -0.15  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1923.GEOID18 height accuracy estimate available here.
 FF1923
 FF1923.Click photographs - Photos may exist for this station.
 FF1923
 FF1923.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1923
 FF1923. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV3299035408(NAD 83)
 FF1923
 FF1923                          SUPERSEDED SURVEY CONTROL
 FF1923
 FF1923  NAD 83(1995)-  35 32 05.85200(N)    090 25 48.59366(W) AD(       ) 3
 FF1923  NAD 83(1986)-  35 32 05.86143(N)    090 25 48.59429(W) AD(       ) 3
 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
 FF1923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1923.See file dsdata.pdf to determine how the superseded data were derived.
 FF1923
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1818 ***********************************************************************
 EJ1818  DESIGNATION -  MARLOW
 EJ1818  PID         -  EJ1818
 EJ1818  STATE/COUNTY-  AR/GRANT
 EJ1818  COUNTRY     -  US
 EJ1818  USGS QUAD   -  CANE CREEK (2017)
 EJ1818
 EJ1818                         *CURRENT SURVEY CONTROL
 EJ1818  ______________________________________________________________________
 EJ1818* NAD 83(1997) POSITION- 34 24 06.96416(N) 092 22 26.09954(W)   ADJUSTED
 EJ1818* NAVD 88 ORTHO HEIGHT -   102.    (meters)      335.    (feet) SCALED
 EJ1818  ______________________________________________________________________
 EJ1818  GEOID HEIGHT    -        -26.067 (meters)                     GEOID18
 EJ1818  LAPLACE CORR    -          0.46  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1818.GEOID18 height accuracy estimate available here.
 EJ1818
 EJ1818.Click photographs - Photos may exist for this station.
 EJ1818
 EJ1818.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1818
 EJ1818. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 EJ1818:SPC AR S     -  MARLOW RM 3 AZIMUTH                      180 44 00.4
 EJ1818:UTM  15      -  MARLOW RM 3 AZIMUTH                      180 10 13.5
 EJ1818
 EJ1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5754406900(NAD 83)
 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
 EJ1818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1818.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1818
 EJ1818_MARKER: DS = TRIANGULATION STATION DISK
 EJ1818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1818_STAMPING: MARLOW 1964
 EJ1818_MARK LOGO: CGS
 EJ1818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1818+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1506 ***********************************************************************
 DL1506  DESIGNATION -  MARS
 DL1506  PID         -  DL1506
 DL1506  STATE/COUNTY-  AR/LAFAYETTE
 DL1506  COUNTRY     -  US
 DL1506  USGS QUAD   -  LEWISVILLE (2017)
 DL1506
 DL1506                         *CURRENT SURVEY CONTROL
 DL1506  ______________________________________________________________________
 DL1506* NAD 83(1997) POSITION- 33 15 17.82067(N) 093 32 07.06126(W)   ADJUSTED
 DL1506* NAVD 88 ORTHO HEIGHT -    97.25  (+/-2cm)      319.1   (feet) VERTCON3
 DL1506  ______________________________________________________________________
 DL1506  GEOID HEIGHT    -        -26.582 (meters)                     GEOID18
 DL1506  LAPLACE CORR    -          0.73  (seconds)                    DEFLEC18
 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
 DL1506.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1506.GEOID18 height accuracy estimate available here.
 DL1506
 DL1506.The vertical order pertains to the NGVD 29 superseded value.
 DL1506
 DL1506.Click photographs - Photos may exist for this station.
 DL1506
 DL1506.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1506
 DL1506. The following values were computed from the NAD 83(1997) position.
 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     -   0.99998891  x   1.00001029  =   0.99999920
 DL1506!UTM  15      -   0.99998891  x   0.99963065  =   0.99961956
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS5013979679(NAD 83)
 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(1993)-  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              97.30   (m)          319.2    (f) LEVELING    3  
 DL1506
 DL1506.Superseded values are not recommended for survey control.
 DL1506
 DL1506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1506.See file dsdata.pdf to determine how the superseded data were derived.
 DL1506
 DL1506_MARKER: DB = BENCH MARK DISK
 DL1506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1506_STAMPING: MARS
 DL1506_MARK LOGO: USGS
 DL1506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1506+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1310 ***********************************************************************
 DL1310  DESIGNATION -  MARSDEN
 DL1310  PID         -  DL1310
 DL1310  STATE/COUNTY-  AR/BRADLEY
 DL1310  COUNTRY     -  US
 DL1310  USGS QUAD   -  MARSDEN (2017)
 DL1310
 DL1310                         *CURRENT SURVEY CONTROL
 DL1310  ______________________________________________________________________
 DL1310* NAD 83(1997) POSITION- 33 21 28.88045(N) 092 11 47.92593(W)   ADJUSTED
 DL1310* NAVD 88 ORTHO HEIGHT -    50.    (meters)      164.    (feet) SCALED
 DL1310  ______________________________________________________________________
 DL1310  GEOID HEIGHT    -        -26.066 (meters)                     GEOID18
 DL1310  LAPLACE CORR    -          1.56  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1310.GEOID18 height accuracy estimate available here.
 DL1310
 DL1310.Click photographs - Photos may exist for this station.
 DL1310
 DL1310.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1310
 DL1310. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999625  x   0.99998764  =   0.99998389
 DL1310!UTM  15      -   0.99999625  x   0.99966887  =   0.99966512
 DL1310
 DL1310:                Primary Azimuth Mark                     Grid Az
 DL1310:SPC AR S     -  BROAD                                    122 37 04.0
 DL1310:UTM  15      -  BROAD                                    122 03 57.5
 DL1310
 DL1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS7474291266(NAD 83)
 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
 DL1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1310.See file dsdata.pdf to determine how the superseded data were derived.
 DL1310
 DL1310_MARKER: DS = TRIANGULATION STATION DISK
 DL1310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1310_STAMPING: MARSDEN 1952
 DL1310_MARK LOGO: CGS
 DL1310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1310+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1771 ***********************************************************************
 FG1771  DESIGNATION -  MARSHALL
 FG1771  PID         -  FG1771
 FG1771  STATE/COUNTY-  AR/SEARCY
 FG1771  COUNTRY     -  US
 FG1771  USGS QUAD   -  HARRIET (2017)
 FG1771
 FG1771                         *CURRENT SURVEY CONTROL
 FG1771  ______________________________________________________________________
 FG1771* NAD 83(1997) POSITION- 35 53 18.35395(N) 092 36 59.00179(W)   ADJUSTED
 FG1771* NAVD 88 ORTHO HEIGHT -   503.    (meters)     1650.    (feet) SCALED
 FG1771  ______________________________________________________________________
 FG1771  GEOID HEIGHT    -        -28.047 (meters)                     GEOID18
 FG1771  LAPLACE CORR    -          0.50  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1771.GEOID18 height accuracy estimate available here.
 FG1771
 FG1771.Click photographs - Photos may exist for this station.
 FG1771
 FG1771.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1771
 FG1771. The following values were computed from the NAD 83(1997) position.
 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     -   0.99992544  x   0.99994998  =   0.99987542
 FG1771!UTM  15      -   0.99992544  x   0.99961477  =   0.99954024
 FG1771
 FG1771:                Primary Azimuth Mark                     Grid Az
 FG1771:SPC AR N     -  MARSHALL AZ MK                           230 29 47.9
 FG1771:UTM  15      -  MARSHALL AZ MK                           229 54 47.1
 FG1771
 FG1771_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV3462271641(NAD 83)
 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
 FG1771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1771.See file dsdata.pdf to determine how the superseded data were derived.
 FG1771
 FG1771_MARKER: DS = TRIANGULATION STATION DISK
 FG1771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1771_STAMPING: MARSHALL 1953
 FG1771_MARK LOGO: CGS
 FG1771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1771+STABILITY: SURFACE MOTION
 FG1771
 FG1771  HISTORY     - Date     Condition        Report By
 FG1771  HISTORY     - 1953     MONUMENTED       CGS
 FG1771  HISTORY     - 1961     GOOD             SWBELL
 FG1771  HISTORY     - 20110419 POOR             INDIV
 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.
 FG1771
 FG1771                          STATION RECOVERY (2011)
 FG1771
 FG1771'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (ESI)
 FG1771'FOUND REF. MARKS IN GOOD CONDITION. STATION HAS BEEN DISTURBED,
 FG1771'CONCRETE MON STILL THERE AND IS MISSING BRASS CAP. LOOKS LIKE IT HAS
 FG1771'BEEN HIT WITH A PLOW.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EK0867 ***********************************************************************
 EK0867  DESIGNATION -  MARTHA
 EK0867  PID         -  EK0867
 EK0867  STATE/COUNTY-  AR/HOWARD
 EK0867  COUNTRY     -  US
 EK0867  USGS QUAD   -  DIERKS (2017)
 EK0867
 EK0867                         *CURRENT SURVEY CONTROL
 EK0867  ______________________________________________________________________
 EK0867* NAD 83(1997) POSITION- 34 04 55.40649(N) 094 01 47.57271(W)   ADJUSTED
 EK0867* NAVD 88 ORTHO HEIGHT -   154.    (meters)      505.    (feet) SCALED
 EK0867  ______________________________________________________________________
 EK0867  GEOID HEIGHT    -        -27.702 (meters)                     GEOID18
 EK0867  LAPLACE CORR    -          1.89  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0867.GEOID18 height accuracy estimate available here.
 EK0867
 EK0867.Click photographs - Photos may exist for this station.
 EK0867
 EK0867.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0867
 EK0867. The following values were computed from the NAD 83(1997) position.
 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     -   0.99998017  x   0.99991881  =   0.99989898
 EK0867!UTM  15      -   0.99998017  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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT0498271732(NAD 83)
 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(1993)-  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
 EK0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0867.See file dsdata.pdf to determine how the superseded data were derived.
 EK0867
 EK0867_MARKER: DS = TRIANGULATION STATION DISK
 EK0867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0867_STAMPING: MARTHA 1951
 EK0867_MARK LOGO: CGS
 EK0867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0867+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FF2023 ***********************************************************************
 FF2023  DESIGNATION -  MARTINE 2
 FF2023  PID         -  FF2023
 FF2023  STATE/COUNTY-  AR/CRITTENDEN
 FF2023  COUNTRY     -  US
 FF2023  USGS QUAD   -  FLETCHER LAKE (2017)
 FF2023
 FF2023                         *CURRENT SURVEY CONTROL
 FF2023  ______________________________________________________________________
 FF2023* NAD 83(1997) POSITION- 35 02 44.35344(N) 090 14 20.95227(W)   ADJUSTED
 FF2023* NAVD 88 ORTHO HEIGHT -    63.4   (meters)      208.    (feet) VERTCON3
 FF2023  ______________________________________________________________________
 FF2023  GEOID HEIGHT    -        -27.247 (meters)                     GEOID18
 FF2023  LAPLACE CORR    -         -1.30  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF2023.GEOID18 height accuracy estimate available here.
 FF2023
 FF2023.Click photographs - Photos may exist for this station.
 FF2023
 FF2023.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF2023
 FF2023. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999432  x   0.99997982  =   0.99997414
 FF2023!SPC MS W     -   0.99999432  x   0.99995091  =   0.99994523
 FF2023!SPC TN       -   0.99999432  x   1.00004234  =   1.00003666
 FF2023!UTM  15      -   0.99999432  x   1.00038164  =   1.00037596
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU5182581591(NAD 83)
 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 0525538.2 |
 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 0533301.2 |
 FF2023| FF1968 RADIO STATION KWEM MAST             APPROX.16.5 KM 0533559.3 |
 FF2023| FF2000 MEMPHIS TVA STEAM PLANT N STK       APPROX.19.4 KM 0622506.4 |
 FF2023| FF2013 MEMPHIS INTL HARVESTER TANK         APPROX.16.9 KM 0645949.6 |
 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(1995)-  35 02 44.35367(N)    090 14 20.95221(W) AD(       ) 2
 FF2023  NAD 83(1993)-  35 02 44.35547(N)    090 14 20.95181(W) AD(       ) 2
 FF2023  NAD 83(1990)-  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
 FF2023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2023.See file dsdata.pdf to determine how the superseded data were derived.
 FF2023
 FF2023_MARKER: DD = SURVEY DISK
 FF2023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2023_STAMPING: MARTINE 2
 FF2023_MARK LOGO: USACE
 FF2023_PROJECTION: RECESSED 8 CENTIMETERS
 FF2023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF2023+STABILITY: SURFACE MOTION
 FF2023
 FF2023  HISTORY     - Date     Condition        Report By
 FF2023  HISTORY     - 1933     MONUMENTED       USACE
 FF2023  HISTORY     - 1954     GOOD             CGS
 FF2023  HISTORY     - 1959     GOOD             CGS
 FF2023  HISTORY     - 1979     GOOD             NGS
 FF2023
 FF2023                          STATION DESCRIPTION
 FF2023
 FF2023'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1933
 FF2023'ON RIGHT BANK OF MISSISSIPPI RIVER, ABOUT 8 MILES SOUTHWEST OF WEST
 FF2023'MEMPHIS, ABOUT 1,000 FEET TO LAND SIDE OF LOWER ST.  FRANCIS LEVEE, AT
 FF2023'POINT 1,300 FEET BELOW LEVEE MILEPOST 161/162, ABOUT 700 FEET SOUTH OF
 FF2023'THE FETIE MARTINE PLANTATION HOUSE AND STORE, 3 FEET WEST OF
 FF2023'NORTH-AND-SOUTH WIRE FENCE, AND 30 FEET EAST OF NORTH-AND-SOUTH
 FF2023'PLANTATION ROAD TO LEVEE.  TO REACH FROM WEST MEMPHIS, GO WEST ON U.S.
 FF2023'ROUTE 70 TO FIRST GRAVEL ROAD LEADING SOUTH, FOLLOW THIS TO GRAVEL
 FF2023'ROAD WHICH TURNS WEST AT POINT DIRECTLY SOUTH OF HULBERT RAILWAY
 FF2023'STATION, AND FOLLOW 7.3 MILES TO SHARP TURN TO RIGHT AND STATION SITE.
 FF2023'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE,
 FF2023'ESTABLISHED IN 1929 FOR STATION MARTINE (SEE DESCRIPTION THEREOF) AND
 FF2023'RESET IN ABOVE POSITION IN 1933.  MARKS ARE STAMPED MARTINE 1929.
 FF2023'STATION MARTINE, WHICH WAS DESTROYED BY LEVEE CONSTRUCTION, WAS 968.97
 FF2023'FEET FROM STATION, S 02 DEG 07 MIN 52 SEC W.  REFERENCE MARKS ARE
 FF2023'STANDARD REFERENCE DISKS IN CONCRETE, IN SAME POSITION AS ESTABLISHED
 FF2023'IN 1929.
 FF2023'
 FF2023'NO. 1 IS IN SOUTHEAST CORNER OF YARD ABOUT WAVERLY SCHOOLHOUSE, 16
 FF2023'FEET WEST OF CENTER LINE OF ROAD, 25 FEET SOUTH OF 20-INCH DECIDUOUS
 FF2023'TREE, AND 784.80 FEET FROM STATION, S 01 DEG 27 MIN 24 SEC E.
 FF2023'
 FF2023'MARTINE REFERENCE MARK NO. 2 IS ON BANQUETTE OF LEVEE AND 1,295.55
 FF2023'FEET FROM STATION, S 36 DEG 18 MIN 59 SEC W.  STATION B.M. KURR
 FF2023'(U.S.E.) (SEE DESCRIPTION THEREOF) IS 1,809.58 FEET FROM MARTINE
 FF2023'REFERENCE MARK NO. 2, N 25 DEG 22 MIN 53 SEC E, AND 591.05 FEET FROM
 FF2023'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, 51
 FF2023'FEET WEST OF THE NORTHWEST CORNER OF A HOUSE, 47 FEET SOUTHEAST OF A T
 FF2023'ROAD JUNCTION AND 8 FEET SOUTHEAST OF A FENCE CORNER.  IT IS STAMPED
 FF2023'MARTINE 2 AND IT IS 3 INCHES BELOW THE SURFACE OF THE GROUND.
 FF2023'
 FF2023'REFERENCE MARK NO. 3 IS 106 FEET EAST OF THE CENTER OF THE GRAVELED
 FF2023'ROAD, 70 FEET EAST OF A POWER LINE POLE AND 15-1/2 FEET SOUTH
 FF2023'SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE.  IT PROJECTS 5 INCHES
 FF2023'AND IS STAMPED MARTINE 2 NO 3 1954.
 FF2023'
 FF2023'REFERENCE MARK NO. 4 IS 88 FEET SOUTH SOUTHWEST OF A T ROAD JUNCTION,
 FF2023'26 FEET WEST OF THE CENTER OF A GRAVELED ROAD AND 2 FEET NORTH OF A
 FF2023'POWER LINE POLE.  IT PROJECTS 5 INCHES AND IS STAMPED MARTINE 2 NO 4
 FF2023'1954.
 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, 16 FEET
 FF2023'WEST OF THE CENTER OF THE GRAVELED ROAD AND 7 FEET NORTHEAST OF A TREE
 FF2023'WITH A TRIANGLE BLAZE.  IT IS STAMPED MARTINE 2 1954.
 FF2023'
 FF2023'TO REACH THE STATION FROM THE WEST MEMPHIS POST OFFICE GO WEST ON U.S.
 FF2023'HIGHWAY 70 FOR 0.5 MILE TO A T ROAD LEFT, TURN LEFT AND GO 1.15 MILES
 FF2023'TO A T ROAD RIGHT, JUST AFTER CROSSING THE RAILROAD TRACKS IN HULBERT.
 FF2023'TURN RIGHT AND GO WEST AND SOUTH ON THE MAIN TRAVELED ROAD FOR 4.9
 FF2023'MILES TO A RAILROAD CROSSING, CONTINUE SOUTH ON THE MAIN TRAVELED ROAD
 FF2023'FOR 4.2 MILES TO A T ROAD RIGHT.  HERE LEAVE THE MAIN TRAVELED ROAD
 FF2023'AND CONTINUE SOUTH FOR 0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 FF2023'CONTINUE 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 IN
 FF2023'GOOD CONDITION.  REFERENCE MARK NO. 3 WAS REMOVED AND A NO. 5 WAS SET
 FF2023'AT A NEW LOCATION.  A COMPLETE DISCRIPTION FOLLOWS-
 FF2023'
 FF2023'THE STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF WEST MEMPHIS, 0.25
 FF2023'MILE NORTH OF A LEVEE, 36 FEET EAST OF THE CENTER OF M.C.  BAUMANNS
 FF2023'GRAVELED ROAD, 23 FEET WEST-SOUTHWEST OF A LARGE PECAN TREE AND 8 FEET
 FF2023'SOUTHEAST OF A FENCE CORNER-POST.  IT IS SET 3 INCHES UNDER GROUND AND
 FF2023'STAMPED MARTINE 2 1954.
 FF2023'
 FF2023'REFERENCE MARK NO. 4 IS 26 FEET WEST OF THE CENTER OF THE GRAVELED
 FF2023'ROAD AND 2 FEET NORTH OF A POWER POLE.  THE MARK PROJECTS 4 INCHES AND
 FF2023'IS STAMPED MARTINE NO 4 1954.
 FF2023'
 FF2023'REFERENCE MARK NO. 5 IS 52 FEET EAST OF THE GRAVELED ROAD CENTER LINE,
 FF2023'4 FEET NORTH OF A FENCE, 20 FEET EAST OF A FENCE CORNER-POST AND 3
 FF2023'FEET WEST OF A LARGE PECAN TREE.  THE MARK PROJECTS 4 INCHES AND IS
 FF2023'STAMPED MARTINE 2 NO 5 1954.
 FF2023'
 FF2023'THE AZIMUTH MARK IS SET ON THE TOP OF A CULVERT HEADWALL, 16 FEET WEST
 FF2023'OF THE CENTER OF THE GRAVELED ROAD AND 7 FEET NORTHEAST OF A LOCUST
 FF2023'TREE.  THE MARK IS STAMPED MARTINE 2 1954.
 FF2023'
 FF2023'TO REACH THE STATION FROM THE POST OFFICE IN WEST MEMPHIS GO 1 BLOCK
 FF2023'SOUTH TO U.S. HIGHWAY 70 THEN GO WEST 0.5 MILE TO HULBERT ROAD.  GO
 FF2023'SOUTH 1.15 MILES TO A T ROAD RIGHT, JUST AFTER CROSSING A RAILROAD IN
 FF2023'HULBERT.  GO WEST AND SOUTH ON BLACK-TOP ROAD FOR 7.0 MILES TO RIGHT
 FF2023'TURN AND A GRAVELED ROAD LEADING SOUTH.  GO SOUTH ON THE GRAVELED ROAD
 FF2023'FOR 0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE
 FF2023'SOUTH 0.4 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 RECOVERED
 FF2023'IN GOOD CONDITION.  THE CONCRETE MONUMENT FOR REFERENCE MARK 5 WAS
 FF2023'STILL IN PLACE WITH JUST THE STEM OF THE DISK REMAINING IN PLACE.  A
 FF2023'REFERENCE MARK 6 WAS SET USING THE OLD MONUMENT AND PUTTING THE NEW
 FF2023'DISK IN APPROXIMATELY THE SAME PLACE.  THE DIRECTION TO REFERENCE MARK
 FF2023'4 AND THE AZIMUTH CHECKED THE PREVIOUS DATA.  THE DISTANCE TO
 FF2023'REFERENCE MARK 4 WAS FOUND TO BE 0.015 METER LONGER THAN PREVIOUS
 FF2023'MEASUREMENT.
 FF2023'
 FF2023'THE STATION IS LOCATED ABOUT 16.1 KM SOUTHWEST OF WEST MEMPHIS AND 0.4
 FF2023'KM NORTH OF THE MAIN LEVEE ON WEST SIDE OF MISSISSIPPI RIVER.
 FF2023'PERMISSION FOR THE STATION WAS GIVEN BY THE PROPERTY OWNER, MR. ALLEN
 FF2023'THOMSON, MEMPHIS, 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 ROAD ON THE LEFT.
 FF2023'TURN LEFT AND GO SOUTH, TOWARD AIRPORT, FOR 2.7 KM (1.7 MI) TO A PAVED
 FF2023'ROAD ON THE LEFT JUST AFTER CROSSING RAILROAD TRACKS.  CONTINUE AHEAD
 FF2023'AND GO SOUTH, WEST AND SOUTH ON PAVED ROAD 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 0.08 KM (0.05 MI) TO THE
 FF2023'AZIMUTH MARK ON THE RIGHT IN A CULVERT.  CONTINUE AHEAD ON GRAVELED
 FF2023'ROAD FOR .08 KM (0.5 MI) TO THE STATION ON THE LEFT IN A PECAN
 FF2023'ORCHARD.
 FF2023'
 FF2023'THE STATION IS A STANDARD CGS DISK STAMPED ---MARTINE 2---, SET INTO
 FF2023'THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE RECESSED 15 CM
 FF2023'BELOW THE GROUND.  IT IS LOCATED 20.3 METERS NORTH FROM BRICK POST IN
 FF2023'ORCHARD, 10.4 METERS EAST FROM CENTER OF GRAVELED ROAD AND 7.2 METERS
 FF2023'SOUTHWEST FROM LARGE PECAN TREE.
 FF2023'
 FF2023'REFERENCE MARK NUMBER 4 IS A STANDARD CGS DISK STAMPED
 FF2023'---MARTINE 2 NO 4 1954---, SET INTO THE TOP OF A SQUARE CONCRETE
 FF2023'MONUMENT 25 CM ON A SIDE PROJECTING 5 CM BELOW THE GROUND.  IT IS
 FF2023'LOCATED 24.2 METERS WEST FROM BRICK POST IN ORCHARD AND 8.5 METERS
 FF2023'WEST FROM CENTER OF GRAVELED ROAD.  MARK IS LEVEL WITH STATION.
 FF2023'
 FF2023'REFERENCE MARK NUMBER 6 IS A STANDARD NGS DISK STAMPED
 FF2023'---MARTINE 2 1933 NO 6 1979---, SET INTO THE TOP OF A SQUARE CONCRETE
 FF2023'MONUMENT 25 CM ON A SIDE PROJECTING 5 CM BELOW THE GROUND.  IT IS
 FF2023'LOCATED 23.4 METERS NORTH FROM BRICK POST IN ORCHARD, 15.4 METERS EAST
 FF2023'FROM CENTER OF GRAVELED ROAD AND 1.1 METERS WEST FROM LARGE PECAN
 FF2023'TREE.  MARK IS LEVEL WITH STATION.
 FF2023'
 FF2023'AZIMUTH MARK NUMBER 1 IS A STANDARD CGS DISK STAMPED
 FF2023'---MARTINE 2 1954---, SET INTO A DRILL HOLE IN CONCRETE CULVERT.  IT
 FF2023'IS LOCATED 5.0 METERS WEST FROM CENTER OF GRAVELED ROAD AND 1.5 METERS
 FF2023'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 = MARCH 20, 2026 22:17:28 EDT
 FF2032 ***********************************************************************
 FF2032  DESIGNATION -  MARTINE 2 AZ MK
 FF2032  PID         -  FF2032
 FF2032  STATE/COUNTY-  AR/CRITTENDEN
 FF2032  COUNTRY     -  US
 FF2032  USGS QUAD   -  FLETCHER LAKE (2017)
 FF2032
 FF2032                         *CURRENT SURVEY CONTROL
 FF2032  ______________________________________________________________________
 FF2032* NAD 83(1997) POSITION- 35 03 05.46760(N) 090 14 20.70883(W)   ADJUSTED
 FF2032* NAVD 88 ORTHO HEIGHT -    62.8   (meters)      206.    (feet) VERTCON3
 FF2032  ______________________________________________________________________
 FF2032  GEOID HEIGHT    -        -27.248 (meters)                     GEOID18
 FF2032  LAPLACE CORR    -         -1.27  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF2032.GEOID18 height accuracy estimate available here.
 FF2032
 FF2032.Click photographs - Photos may exist for this station.
 FF2032
 FF2032.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF2032
 FF2032. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999442  x   0.99997887  =   0.99997329
 FF2032!SPC TN       -   0.99999442  x   1.00004095  =   1.00003537
 FF2032!UTM  15      -   0.99999442  x   1.00038157  =   1.00037599
 FF2032
 FF2032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU5181382242(NAD 83)
 FF2032
 FF2032                          SUPERSEDED SURVEY CONTROL
 FF2032
 FF2032  NAD 83(1995)-  35 03 05.46782(N)    090 14 20.70877(W) AD(       ) 2
 FF2032  NAD 83(1993)-  35 03 05.46962(N)    090 14 20.70842(W) AD(       ) 2
 FF2032  NAD 83(1990)-  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
 FF2032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2032.See file dsdata.pdf to determine how the superseded data were derived.
 FF2032
 FF2032_MARKER: DZ = AZIMUTH MARK DISK
 FF2032_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FF2032_SP_SET: CULVERT HEADWALL
 FF2032_STAMPING: MARTINE 2 1954
 FF2032_MARK LOGO: CGS
 FF2032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF2032+STABILITY: SURFACE MOTION
 FF2032
 FF2032  HISTORY     - Date     Condition        Report By
 FF2032  HISTORY     - 1954     MONUMENTED       CGS
 FF2032  HISTORY     - 1979     GOOD             CGS
 FF2032
 FF2032                          STATION DESCRIPTION
 FF2032
 FF2032'DESCRIBED BY COAST AND GEODETIC SURVEY 1979 (LHW)
 FF2032'THE STATION IS LOCATED ABOUT 16.1 KM SOUTHWEST OF WEST MEMPHIS AND 1.2
 FF2032'KM NORTH OF THE MAIN LEVEE ON WEST SIDE OF MISSISSIPPI RIVER.
 FF2032'PERMISSION FOR THE STATION WAS GIVEN BY THE PROPERTY OWNER, MR. ALLEN
 FF2032'THOMSON, MEMPHIS, 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) TO A PAVED
 FF2032'ROAD ON THE LEFT JUST AFTER CROSSING OVER RAILROAD TRACKS.  CONTINUE
 FF2032'AHEAD AND GO SOUTH, WEST AND SOUTH FOR 8.5 KM (5.3 MI) TO WHERE THE
 FF2032'PAVED ROAD CURVES RIGHT AND A GRAVELED ROAD CONTINUES STRAIGHT AHEAD.
 FF2032'CONTINUE AHEAD ON GRAVELED ROAD FOR 0.08 KM (0.05 MI) TO THE STATION
 FF2032'ON THE RIGHT IN A CONCRETE CULVERT.
 FF2032'
 FF2032'THE STATION IS A STANDARD CGS AZIMUTH MARK DISK STAMPED
 FF2032'---MARTINE 2 1954---, SET INTO A DRILL HOLE IN CONCRETE CULVERT.  IT
 FF2032'IS LOCATED 5.0 METERS WEST FROM CENTER OF GRAVELED ROAD AND 1.5 METERS
 FF2032'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 = MARCH 20, 2026 22:17:28 EDT
 EH2872 ***********************************************************************
 EH2872  DESIGNATION -  MARVELL
 EH2872  PID         -  EH2872
 EH2872  STATE/COUNTY-  AR/PHILLIPS
 EH2872  COUNTRY     -  US
 EH2872  USGS QUAD   -  MARVELL (2017)
 EH2872
 EH2872                         *CURRENT SURVEY CONTROL
 EH2872  ______________________________________________________________________
 EH2872* NAD 83(1997) POSITION- 34 33 41.60018(N) 090 55 27.11213(W)   ADJUSTED
 EH2872* NAVD 88 ORTHO HEIGHT -    65.    (meters)      213.    (feet) SCALED
 EH2872  ______________________________________________________________________
 EH2872  GEOID HEIGHT    -        -26.901 (meters)                     GEOID18
 EH2872  LAPLACE CORR    -         -1.14  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2872.GEOID18 height accuracy estimate available here.
 EH2872
 EH2872.Click photographs - Photos may exist for this station.
 EH2872
 EH2872.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2872
 EH2872. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999402  x   0.99996069  =   0.99995472
 EH2872!UTM  15      -   0.99999402  x   1.00004704  =   1.00004106
 EH2872
 EH2872:                Primary Azimuth Mark                     Grid Az
 EH2872:SPC AR S     -  MARVELL AZ MK                            096 28 32.0
 EH2872:UTM  15      -  MARVELL AZ MK                            095 53 59.0
 EH2872
 EH2872_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU9044026380(NAD 83)
 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(1995)-  34 33 41.60393(N)    090 55 27.11158(W) AD(       ) 2
 EH2872  NAD 83(1993)-  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
 EH2872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2872.See file dsdata.pdf to determine how the superseded data were derived.
 EH2872
 EH2872_MARKER: DS = TRIANGULATION STATION DISK
 EH2872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2872_STAMPING: MARVELL 1965
 EH2872_MARK LOGO: CGS
 EH2872_PROJECTION: FLUSH
 EH2872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2872+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2873 ***********************************************************************
 EH2873  DESIGNATION -  MARVELL FEDERAL COMPRESS SW TK
 EH2873  PID         -  EH2873
 EH2873  STATE/COUNTY-  AR/PHILLIPS
 EH2873  COUNTRY     -  US
 EH2873  USGS QUAD   -  MARVELL (2017)
 EH2873
 EH2873                         *CURRENT SURVEY CONTROL
 EH2873  ______________________________________________________________________
 EH2873* NAD 83(1997) POSITION- 34 33 24.56176(N) 090 55 25.02421(W)   ADJUSTED
 EH2873  ______________________________________________________________________
 EH2873  GEOID HEIGHT    -        -26.905 (meters)                     GEOID18
 EH2873  LAPLACE CORR    -         -1.12  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2873.GEOID18 height accuracy estimate available here.
 EH2873
 EH2873.Click photographs - Photos may exist for this station.
 EH2873
 EH2873.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2873
 EH2873. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU9050425856(NAD 83)
 EH2873
 EH2873                          SUPERSEDED SURVEY CONTROL
 EH2873
 EH2873  NAD 83(1995)-  34 33 24.56599(N)    090 55 25.02372(W) AD(       ) 3
 EH2873  NAD 83(1993)-  34 33 24.56611(N)    090 55 25.02326(W) AD(       ) 3
 EH2873  NAD 83(1986)-  34 33 24.56973(N)    090 55 25.02135(W) AD(       ) 3
 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
 EH2873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2873.See file dsdata.pdf to determine how the superseded data were derived.
 EH2873
 EH2873_MARKER: 53 = ELEVATED TANK
 EH2873_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2873+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2012
 EH2873
 EH2873  HISTORY     - Date     Condition        Report By
 EH2873  HISTORY     - 1965     FIRST OBSERVED   CGS
 EH2873  HISTORY     - 20120107 GOOD             GEOCAC
 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.
 EH2873
 EH2873                          STATION RECOVERY (2012)
 EH2873
 EH2873'RECOVERY NOTE BY GEOCACHING 2012 (JA)
 EH2873'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH2875 ***********************************************************************
 EH2875  DESIGNATION -  MARVELL FEDERAL COMPRESS NE TK
 EH2875  PID         -  EH2875
 EH2875  STATE/COUNTY-  AR/PHILLIPS
 EH2875  COUNTRY     -  US
 EH2875  USGS QUAD   -  MARVELL (2017)
 EH2875
 EH2875                         *CURRENT SURVEY CONTROL
 EH2875  ______________________________________________________________________
 EH2875* NAD 83(1997) POSITION- 34 33 25.44339(N) 090 55 17.58948(W)   ADJUSTED
 EH2875  ______________________________________________________________________
 EH2875  GEOID HEIGHT    -        -26.906 (meters)                     GEOID18
 EH2875  LAPLACE CORR    -         -1.12  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2875.GEOID18 height accuracy estimate available here.
 EH2875
 EH2875.Click photographs - Photos may exist for this station.
 EH2875
 EH2875.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2875
 EH2875. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU9069325887(NAD 83)
 EH2875
 EH2875                          SUPERSEDED SURVEY CONTROL
 EH2875
 EH2875  NAD 83(1995)-  34 33 25.44721(N)    090 55 17.58904(W) AD(       ) 3
 EH2875  NAD 83(1993)-  34 33 25.44738(N)    090 55 17.58862(W) AD(       ) 3
 EH2875  NAD 83(1986)-  34 33 25.45143(N)    090 55 17.58668(W) AD(       ) 3
 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
 EH2875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2875.See file dsdata.pdf to determine how the superseded data were derived.
 EH2875
 EH2875_MARKER: 53 = ELEVATED TANK
 EH2875_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2875+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2012
 EH2875
 EH2875  HISTORY     - Date     Condition        Report By
 EH2875  HISTORY     - 1965     FIRST OBSERVED   CGS
 EH2875  HISTORY     - 20120107 GOOD             GEOCAC
 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.
 EH2875
 EH2875                          STATION RECOVERY (2012)
 EH2875
 EH2875'RECOVERY NOTE BY GEOCACHING 2012 (JA)
 EH2875'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH2874 ***********************************************************************
 EH2874  DESIGNATION -  MARVELL MUNICIPAL TANK
 EH2874  PID         -  EH2874
 EH2874  STATE/COUNTY-  AR/PHILLIPS
 EH2874  COUNTRY     -  US
 EH2874  USGS QUAD   -  MARVELL (2017)
 EH2874
 EH2874                         *CURRENT SURVEY CONTROL
 EH2874  ______________________________________________________________________
 EH2874* NAD 83(1997) POSITION- 34 33 25.05635(N) 090 54 54.02810(W)   ADJUSTED
 EH2874  ______________________________________________________________________
 EH2874  GEOID HEIGHT    -        -26.911 (meters)                     GEOID18
 EH2874  LAPLACE CORR    -         -1.13  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2874.GEOID18 height accuracy estimate available here.
 EH2874
 EH2874.Click photographs - Photos may exist for this station.
 EH2874
 EH2874.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2874
 EH2874. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU9129325888(NAD 83)
 EH2874
 EH2874                          SUPERSEDED SURVEY CONTROL
 EH2874
 EH2874  NAD 83(1995)-  34 33 25.06019(N)    090 54 54.02786(W) AD(       ) 3
 EH2874  NAD 83(1993)-  34 33 25.06028(N)    090 54 54.02740(W) AD(       ) 3
 EH2874  NAD 83(1986)-  34 33 25.06428(N)    090 54 54.02527(W) AD(       ) 3
 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
 EH2874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2874.See file dsdata.pdf to determine how the superseded data were derived.
 EH2874
 EH2874_MARKER: 53 = ELEVATED TANK
 EH2874_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2874+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2012
 EH2874
 EH2874  HISTORY     - Date     Condition        Report By
 EH2874  HISTORY     - 1965     FIRST OBSERVED   CGS
 EH2874  HISTORY     - 20120107 GOOD             GEOCAC
 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.
 EH2874
 EH2874                          STATION RECOVERY (2012)
 EH2874
 EH2874'RECOVERY NOTE BY GEOCACHING 2012 (JA)
 EH2874'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1719 ***********************************************************************
 EJ1719  DESIGNATION -  MARY LAKE CARMELITE MONASTR TK
 EJ1719  PID         -  EJ1719
 EJ1719  STATE/COUNTY-  AR/SALINE
 EJ1719  COUNTRY     -  US
 EJ1719  USGS QUAD   -  SPRING LAKE (2017)
 EJ1719
 EJ1719                         *CURRENT SURVEY CONTROL
 EJ1719  ______________________________________________________________________
 EJ1719* NAD 83(1997) POSITION- 34 32 17.30358(N) 092 20 29.77862(W)   ADJUSTED
 EJ1719  ______________________________________________________________________
 EJ1719  GEOID HEIGHT    -        -26.308 (meters)                     GEOID18
 EJ1719  LAPLACE CORR    -          0.11  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1719.GEOID18 height accuracy estimate available here.
 EJ1719
 EJ1719.Click photographs - Photos may exist for this station.
 EJ1719
 EJ1719.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1719
 EJ1719. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6041522023(NAD 83)
 EJ1719
 EJ1719                          SUPERSEDED SURVEY CONTROL
 EJ1719
 EJ1719  NAD 83(1986)-  34 32 17.31422(N)    092 20 29.76950(W) AD(       ) 3
 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
 EJ1719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1719.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1719
 EJ1719_MARKER: 53 = ELEVATED 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 = MARCH 20, 2026 22:17:28 EDT
 GG0656 ***********************************************************************
 GG0656  DESIGNATION -  MATEER
 GG0656  PID         -  GG0656
 GG0656  STATE/COUNTY-  AR/WASHINGTON
 GG0656  COUNTRY     -  US
 GG0656  USGS QUAD   -  RHEA (2017)
 GG0656
 GG0656                         *CURRENT SURVEY CONTROL
 GG0656  ______________________________________________________________________
 GG0656* NAD 83(1997) POSITION- 36 02 57.17394(N) 094 25 39.19053(W)   ADJUSTED
 GG0656* NAVD 88 ORTHO HEIGHT -   487.    (meters)     1598.    (feet) SCALED
 GG0656  ______________________________________________________________________
 GG0656  GEOID HEIGHT    -        -28.311 (meters)                     GEOID18
 GG0656  LAPLACE CORR    -          2.86  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0656.GEOID18 height accuracy estimate available here.
 GG0656
 GG0656.Click photographs - Photos may exist for this station.
 GG0656
 GG0656.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0656
 GG0656. The following values were computed from the NAD 83(1997) position.
 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     -   0.99992799  x   0.99996878  =   0.99989677
 GG0656!UTM  15      -   0.99992799  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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV7141390349(NAD 83)
 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(1993)-  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
 GG0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0656.See file dsdata.pdf to determine how the superseded data were derived.
 GG0656
 GG0656_MARKER: DS = TRIANGULATION STATION DISK
 GG0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0656_STAMPING: MATEER 1935
 GG0656_MARK LOGO: CGS
 GG0656_PROJECTION: PROJECTING 15 CENTIMETERS
 GG0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0656+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0671 ***********************************************************************
 GF0671  DESIGNATION -  MATNEY
 GF0671  PID         -  GF0671
 GF0671  STATE/COUNTY-  AR/BAXTER
 GF0671  COUNTRY     -  US
 GF0671  USGS QUAD   -  NORFORK (2017)
 GF0671
 GF0671                         *CURRENT SURVEY CONTROL
 GF0671  ______________________________________________________________________
 GF0671* NAD 83(1997) POSITION- 36 12 23.13936(N) 092 18 55.79084(W)   ADJUSTED
 GF0671* NAVD 88 ORTHO HEIGHT -   314.    (meters)     1030.    (feet) SCALED
 GF0671  ______________________________________________________________________
 GF0671  GEOID HEIGHT    -        -28.308 (meters)                     GEOID18
 GF0671  LAPLACE CORR    -          1.19  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0671.GEOID18 height accuracy estimate available here.
 GF0671
 GF0671.Click photographs - Photos may exist for this station.
 GF0671
 GF0671.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0671
 GF0671. The following values were computed from the NAD 83(1997) position.
 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     -   0.99995515  x   0.99999479  =   0.99994994
 GF0671!UTM  15      -   0.99995515  x   0.99964665  =   0.99960181
 GF0671
 GF0671:                Primary Azimuth Mark                     Grid Az
 GF0671:SPC AR N     -  REA VALLEY                               271 07 59.7
 GF0671:UTM  15      -  REA VALLEY                               270 32 43.2
 GF0671
 GF0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA6153107061(NAD 83)
 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
 GF0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0671.See file dsdata.pdf to determine how the superseded data were derived.
 GF0671
 GF0671_MARKER: DS = TRIANGULATION STATION DISK
 GF0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0671_STAMPING: MATNEY 1953
 GF0671_MARK LOGO: CGS
 GF0671_PROJECTION: FLUSH
 GF0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0671+STABILITY: SURFACE MOTION
 GF0671_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GF0671+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2010
 GF0671
 GF0671  HISTORY     - Date     Condition        Report By
 GF0671  HISTORY     - 1953     MONUMENTED       CGS
 GF0671  HISTORY     - 1964     GOOD             USFS
 GF0671  HISTORY     - 20100908 GOOD             ARHD
 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.
 GF0671
 GF0671                          STATION RECOVERY (2010)
 GF0671
 GF0671'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2010 (VJB)
 GF0671'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0673 ***********************************************************************
 GF0673  DESIGNATION -  MATNEY KNOB
 GF0673  PID         -  GF0673
 GF0673  STATE/COUNTY-  AR/BAXTER
 GF0673  COUNTRY     -  US
 GF0673  USGS QUAD   -  NORFORK (2017)
 GF0673
 GF0673                         *CURRENT SURVEY CONTROL
 GF0673  ______________________________________________________________________
 GF0673* NAD 83(1997) POSITION- 36 12 22.76947(N) 092 18 56.53769(W)   ADJUSTED
 GF0673* NAVD 88 ORTHO HEIGHT -   314.    (meters)     1030.    (feet) SCALED
 GF0673  ______________________________________________________________________
 GF0673  GEOID HEIGHT    -        -28.308 (meters)                     GEOID18
 GF0673  LAPLACE CORR    -          1.20  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0673.GEOID18 height accuracy estimate available here.
 GF0673
 GF0673.Click photographs - Photos may exist for this station.
 GF0673
 GF0673.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0673
 GF0673. The following values were computed from the NAD 83(1997) position.
 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     -   0.99995515  x   0.99999477  =   0.99994992
 GF0673!UTM  15      -   0.99995515  x   0.99964662  =   0.99960178
 GF0673
 GF0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA6151307050(NAD 83)
 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
 GF0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0673.See file dsdata.pdf to determine how the superseded data were derived.
 GF0673
 GF0673_MARKER: DD = SURVEY DISK
 GF0673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0673_STAMPING: MATNEY KNOB 1940
 GF0673_MARK LOGO: USACE
 GF0673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0673+STABILITY: SURFACE MOTION
 GF0673
 GF0673  HISTORY     - Date     Condition        Report By
 GF0673  HISTORY     - 1940     MONUMENTED       USACE
 GF0673  HISTORY     - 1953     GOOD             CGS
 GF0673  HISTORY     - 20100908 MARK NOT FOUND   ARHD
 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.
 GF0673
 GF0673                          STATION RECOVERY (2010)
 GF0673
 GF0673'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2010 (VJB)
 GF0673'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0672 ***********************************************************************
 GF0672  DESIGNATION -  MATNEY LOOKOUT TOWER
 GF0672  PID         -  GF0672
 GF0672  STATE/COUNTY-  AR/BAXTER
 GF0672  COUNTRY     -  US
 GF0672  USGS QUAD   -  NORFORK (2017)
 GF0672
 GF0672                         *CURRENT SURVEY CONTROL
 GF0672  ______________________________________________________________________
 GF0672* NAD 83(1997) POSITION- 36 12 22.81234(N) 092 18 56.48221(W)   ADJUSTED
 GF0672  ______________________________________________________________________
 GF0672  GEOID HEIGHT    -        -28.308 (meters)                     GEOID18
 GF0672  LAPLACE CORR    -          1.20  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0672.GEOID18 height accuracy estimate available here.
 GF0672
 GF0672.Click photographs - Photos may exist for this station.
 GF0672
 GF0672.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0672
 GF0672. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA6151407051(NAD 83)
 GF0672
 GF0672                          SUPERSEDED SURVEY CONTROL
 GF0672
 GF0672  NAD 83(1986)-  36 12 22.82507(N)    092 18 56.48226(W) AD(       ) 3
 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
 GF0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0672.See file dsdata.pdf to determine how the superseded data were derived.
 GF0672
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ2038 ***********************************************************************
 EJ2038  DESIGNATION -  MAULDIN
 EJ2038  PID         -  EJ2038
 EJ2038  STATE/COUNTY-  AR/MONTGOMERY
 EJ2038  COUNTRY     -  US
 EJ2038  USGS QUAD   -  MOUNT IDA (2017)
 EJ2038
 EJ2038                         *CURRENT SURVEY CONTROL
 EJ2038  ______________________________________________________________________
 EJ2038* NAD 83(1997) POSITION- 34 35 51.24329(N) 093 40 03.54433(W)   ADJUSTED
 EJ2038* NAVD 88 ORTHO HEIGHT -   302.6   (meters)      993.    (feet) VERTCON3
 EJ2038  ______________________________________________________________________
 EJ2038  GEOID HEIGHT    -        -28.796 (meters)                     GEOID18
 EJ2038  LAPLACE CORR    -          3.59  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ2038.GEOID18 height accuracy estimate available here.
 EJ2038
 EJ2038.Click photographs - Photos may exist for this station.
 EJ2038
 EJ2038.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ2038
 EJ2038. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 EJ2038:SPC AR S     -  MAULDIN AZ MK                            160 28 21.7
 EJ2038:UTM  15      -  MAULDIN AZ MK                            159 55 06.4
 EJ2038
 EJ2038_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU3877828618(NAD 83)
 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(1993)-  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
 EJ2038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2038.See file dsdata.pdf to determine how the superseded data were derived.
 EJ2038
 EJ2038_MARKER: DS = TRIANGULATION STATION DISK
 EJ2038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ2038_STAMPING: MAULDIN 1956
 EJ2038_MARK LOGO: CGS
 EJ2038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ2038+STABILITY: SURFACE MOTION
 EJ2038
 EJ2038  HISTORY     - Date     Condition        Report By
 EJ2038  HISTORY     - 1956     MONUMENTED       CGS
 EJ2038  HISTORY     - 1961     GOOD             CGS
 EJ2038  HISTORY     - 20080530 MARK NOT FOUND   GEOCAC
 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.
 EJ2038
 EJ2038                          STATION RECOVERY (2008)
 EJ2038
 EJ2038'RECOVERY NOTE BY GEOCACHING 2008 (TFW)
 EJ2038'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1757 ***********************************************************************
 EJ1757  DESIGNATION -  MAUMELLE RESET
 EJ1757  PID         -  EJ1757
 EJ1757  STATE/COUNTY-  AR/PULASKI
 EJ1757  COUNTRY     -  US
 EJ1757  USGS QUAD   -  PINNACLE MOUNTAIN (2017)
 EJ1757
 EJ1757                         *CURRENT SURVEY CONTROL
 EJ1757  ______________________________________________________________________
 EJ1757* NAD 83(1997) POSITION- 34 50 29.10067(N) 092 29 08.93534(W)   ADJUSTED
 EJ1757* NAVD 88 ORTHO HEIGHT -   308.8   (meters)     1013.    (feet) VERTCON3
 EJ1757  ______________________________________________________________________
 EJ1757  GEOID HEIGHT    -        -27.191 (meters)                     GEOID18
 EJ1757  LAPLACE CORR    -          2.34  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1757.GEOID18 height accuracy estimate available here.
 EJ1757
 EJ1757.Click photographs - Photos may exist for this station.
 EJ1757
 EJ1757.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1757
 EJ1757. The following values were computed from the NAD 83(1997) position.
 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;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!UTM  15      -   0.99995580  x   0.99962724  =   0.99958306
 EJ1757
 EJ1757:                Primary Azimuth Mark                     Grid Az
 EJ1757:SPC AR S     -  MAUMELLE AZ MK 2                         218 08 28.3
 EJ1757:UTM  15      -  MAUMELLE AZ MK 2                         217 34 31.9
 EJ1757
 EJ1757_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU4701055577(NAD 83)
 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  USSD        -  34 50 28.94600(N)    092 29 08.05700(W) AD(       ) 3
 EJ1757  NGVD 29 (07/19/86)  308.8    (m)         1013.     (f) VERT ANG       
 EJ1757
 EJ1757.Superseded values are not recommended for survey control.
 EJ1757
 EJ1757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1757.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1757
 EJ1757_MARKER: DS = TRIANGULATION STATION DISK
 EJ1757_SETTING: 66 = SET IN ROCK OUTCROP
 EJ1757_STAMPING: MAUMELLE 1916 1940
 EJ1757_MARK LOGO: CGS
 EJ1757_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EJ1757+STABILITY: POSITION/ELEVATION WELL
 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  HISTORY     - 20100529 MARK NOT FOUND   GEOCAC
 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.
 EJ1757
 EJ1757                          STATION RECOVERY (2010)
 EJ1757
 EJ1757'RECOVERY NOTE BY GEOCACHING 2010 (LPC)
 EJ1757'WE THINK WE FOUND THE DRILL HOLES WHERE THE DISKS USED TO BE, BUT
 EJ1757'THERE ARE NO DISKS ON TOP OF THIS MOUNTAIN ANYMORE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FH0944 ***********************************************************************
 FH0944  DESIGNATION -  MAXEY RESET
 FH0944  PID         -  FH0944
 FH0944  STATE/COUNTY-  AR/CRAWFORD
 FH0944  COUNTRY     -  US
 FH0944  USGS QUAD   -  MOUNTAINBURG SE (2017)
 FH0944
 FH0944                         *CURRENT SURVEY CONTROL
 FH0944  ______________________________________________________________________
 FH0944* NAD 83(1997) POSITION- 35 32 54.65308(N) 094 02 20.16500(W)   ADJUSTED
 FH0944* NAVD 88 ORTHO HEIGHT -   205.8   (meters)      675.    (feet) VERTCON3
 FH0944  ______________________________________________________________________
 FH0944  GEOID HEIGHT    -        -29.120 (meters)                     GEOID18
 FH0944  LAPLACE CORR    -          0.66  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0944.GEOID18 height accuracy estimate available here.
 FH0944
 FH0944.Click photographs - Photos may exist for this station.
 FH0944
 FH0944.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH0944
 FH0944. The following values were computed from the NAD 83(1997) position.
 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  =   0.99990841
 FH0944!UTM  15      -   0.99997227  x   0.99970928  =   0.99968156
 FH0944
 FH0944:                Primary Azimuth Mark                     Grid Az
 FH0944:SPC AR N     -  MAXEY AZ MK                              215 30 11.8
 FH0944:UTM  15      -  MAXEY AZ MK                              214 55 15.3
 FH0944
 FH0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV0583034370(NAD 83)
 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(1993)-  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
 FH0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0944.See file dsdata.pdf to determine how the superseded data were derived.
 FH0944
 FH0944_MARKER: DS = TRIANGULATION STATION DISK
 FH0944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0944_STAMPING: MAXEY 1949 1969 1971
 FH0944_MARK LOGO: CGS
 FH0944_PROJECTION: RECESSED 8 CENTIMETERS
 FH0944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0944+STABILITY: SURFACE MOTION
 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, T10N, R29W, ON THE WEST END OF
 FH0944'AN EAST-WEST RIDGE AND ON PROPERTY OF JACK 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 = MARCH 20, 2026 22:17:28 EDT
 FG1717 ***********************************************************************
 FG1717  DESIGNATION -  MAY
 FG1717  PID         -  FG1717
 FG1717  STATE/COUNTY-  AR/VAN BUREN
 FG1717  COUNTRY     -  US
 FG1717  USGS QUAD   -  MORGANTON (2017)
 FG1717
 FG1717                         *CURRENT SURVEY CONTROL
 FG1717  ______________________________________________________________________
 FG1717* NAD 83(1997) POSITION- 35 26 37.43158(N) 092 15 19.01487(W)   ADJUSTED
 FG1717* NAVD 88 ORTHO HEIGHT -   305.    (meters)     1001.    (feet) SCALED
 FG1717  ______________________________________________________________________
 FG1717  GEOID HEIGHT    -        -27.707 (meters)                     GEOID18
 FG1717  LAPLACE CORR    -          1.79  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1717.GEOID18 height accuracy estimate available here.
 FG1717
 FG1717.Click photographs - Photos may exist for this station.
 FG1717
 FG1717.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1717
 FG1717. The following values were computed from the NAD 83(1997) position.
 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     -   0.99995647  x   0.99993893  =   0.99989540
 FG1717!UTM  15      -   0.99995647  x   0.99965629  =   0.99961277
 FG1717
 FG1717:                Primary Azimuth Mark                     Grid Az
 FG1717:SPC AR N     -  MAY AZ MK                                269 59 00.4
 FG1717:UTM  15      -  MAY AZ MK                                269 24 10.8
 FG1717
 FG1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV6758822507(NAD 83)
 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
 FG1717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1717.See file dsdata.pdf to determine how the superseded data were derived.
 FG1717
 FG1717_MARKER: DS = TRIANGULATION STATION DISK
 FG1717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1717_STAMPING: MAY 1940
 FG1717_MARK LOGO: CGS
 FG1717_PROJECTION: FLUSH
 FG1717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1717+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GE1063 ***********************************************************************
 GE1063  DESIGNATION -  MAY
 GE1063  PID         -  GE1063
 GE1063  STATE/COUNTY-  AR/RANDOLPH
 GE1063  COUNTRY     -  US
 GE1063  USGS QUAD   -  MAYNARD (2017)
 GE1063
 GE1063                         *CURRENT SURVEY CONTROL
 GE1063  ______________________________________________________________________
 GE1063* NAD 83(1997) POSITION- 36 26 24.60798(N) 090 54 07.33404(W)   ADJUSTED
 GE1063* NAVD 88 ORTHO HEIGHT -   164.    (meters)      538.    (feet) SCALED
 GE1063  ______________________________________________________________________
 GE1063  GEOID HEIGHT    -        -28.717 (meters)                     GEOID18
 GE1063  LAPLACE CORR    -         -0.09  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE1063.GEOID18 height accuracy estimate available here.
 GE1063
 GE1063.Click photographs - Photos may exist for this station.
 GE1063
 GE1063.The Laplace correction was computed from DEFLEC18 derived deflections.
 GE1063
 GE1063. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 GE1063:SPC AR N     -  MAY AZ MK                                202 17 37.0
 GE1063:SPC MO E     -  MAY AZ MK                                203 10 16.8
 GE1063:UTM  15      -  MAY AZ MK                                201 41 09.6
 GE1063
 GE1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA8804034816(NAD 83)
 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
 GE1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1063.See file dsdata.pdf to determine how the superseded data were derived.
 GE1063
 GE1063_MARKER: DS = TRIANGULATION STATION DISK
 GE1063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE1063_STAMPING: MAY 1955
 GE1063_MARK LOGO: CGS
 GE1063_PROJECTION: PROJECTING 15 CENTIMETERS
 GE1063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE1063+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1763 ***********************************************************************
 EJ1763  DESIGNATION -  MAYFLOWER
 EJ1763  PID         -  EJ1763
 EJ1763  STATE/COUNTY-  AR/FAULKNER
 EJ1763  COUNTRY     -  US
 EJ1763  USGS QUAD   -  MAYFLOWER (2017)
 EJ1763
 EJ1763                         *CURRENT SURVEY CONTROL
 EJ1763  ______________________________________________________________________
 EJ1763* NAD 83(1997) POSITION- 34 57 31.42296(N) 092 23 49.22295(W)   ADJUSTED
 EJ1763* NAVD 88 ORTHO HEIGHT -   123.    (meters)      404.    (feet) SCALED
 EJ1763  ______________________________________________________________________
 EJ1763  GEOID HEIGHT    -        -27.529 (meters)                     GEOID18
 EJ1763  LAPLACE CORR    -          2.25  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1763.GEOID18 height accuracy estimate available here.
 EJ1763
 EJ1763.Click photographs - Photos may exist for this station.
 EJ1763
 EJ1763.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1763
 EJ1763. The following values were computed from the NAD 83(1997) position.
 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  =   0.99962237
 EJ1763
 EJ1763:                Primary Azimuth Mark                     Grid Az
 EJ1763:SPC AR N     -  CLIFTON                                  127 31 00.0
 EJ1763:SPC AR S     -  CLIFTON                                  127 30 28.2
 EJ1763:UTM  15      -  CLIFTON                                  126 56 24.4
 EJ1763
 EJ1763_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5505268632(NAD 83)
 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
 EJ1763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1763.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1763
 EJ1763_MARKER: DS = TRIANGULATION STATION DISK
 EJ1763_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 EJ1763_STAMPING: MAYFLOWER 1940
 EJ1763_MARK LOGO: CGS
 EJ1763_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 GE1062 ***********************************************************************
 GE1062  DESIGNATION -  MAYNARD
 GE1062  PID         -  GE1062
 GE1062  STATE/COUNTY-  AR/RANDOLPH
 GE1062  COUNTRY     -  US
 GE1062  USGS QUAD   -  MAYNARD (2017)
 GE1062
 GE1062                         *CURRENT SURVEY CONTROL
 GE1062  ______________________________________________________________________
 GE1062* NAD 83(1997) POSITION- 36 24 26.11137(N) 090 54 03.49733(W)   ADJUSTED
 GE1062* NAVD 88 ORTHO HEIGHT -   151.    (meters)      495.    (feet) SCALED
 GE1062  ______________________________________________________________________
 GE1062  GEOID HEIGHT    -        -28.607 (meters)                     GEOID18
 GE1062  LAPLACE CORR    -         -0.71  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE1062.GEOID18 height accuracy estimate available here.
 GE1062
 GE1062.Click photographs - Photos may exist for this station.
 GE1062
 GE1062.The Laplace correction was computed from DEFLEC18 derived deflections.
 GE1062
 GE1062. The following values were computed from the NAD 83(1997) position.
 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     -   0.99998078  x   1.00003901  =   1.00001979
 GE1062!SPC MO E     -   0.99998078  x   0.99994926  =   0.99993004
 GE1062!UTM  15      -   0.99998078  x   1.00003648  =   1.00001726
 GE1062
 GE1062:                Primary Azimuth Mark                     Grid Az
 GE1062:SPC AR N     -  MAYNARD AZ MK                            032 39 27.2
 GE1062:SPC MO E     -  MAYNARD AZ MK                            033 32 06.3
 GE1062:UTM  15      -  MAYNARD AZ MK                            032 03 03.2
 GE1062
 GE1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA8821531167(NAD 83)
 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
 GE1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1062.See file dsdata.pdf to determine how the superseded data were derived.
 GE1062
 GE1062_MARKER: DS = TRIANGULATION STATION DISK
 GE1062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE1062_STAMPING: MAYNARD 1955
 GE1062_MARK LOGO: CGS
 GE1062_PROJECTION: FLUSH
 GE1062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE1062+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DK1052 ***********************************************************************
 DK1052  DESIGNATION -  MAYWEATHER BOLT
 DK1052  PID         -  DK1052
 DK1052  STATE/COUNTY-  AR/CHICOT
 DK1052  COUNTRY     -  US
 DK1052  USGS QUAD   -  EUDORA SOUTH (2017)
 DK1052
 DK1052                         *CURRENT SURVEY CONTROL
 DK1052  ______________________________________________________________________
 DK1052* NAD 83(1986) POSITION- 33 07 27.     (N) 091 22 20.     (W)   SCALED
 DK1052* NAVD 88 ORTHO HEIGHT -    31.11  (+/-2cm)      102.1   (feet) VERTCON3
 DK1052  ______________________________________________________________________
 DK1052  GEOID HEIGHT    -        -25.943 (meters)                     GEOID18
 DK1052  VERT ORDER      -  ? (See Below)
 DK1052
 DK1052.The horizontal coordinates were scaled from a 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
 DK1052.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1052.GEOID18 height accuracy estimate available here.
 DK1052
 DK1052.The vertical order pertains to the NGVD 29 superseded value.
 DK1052
 DK1052.Click photographs - Photos may exist for this station.
 DK1052
 DK1052;                    North         East    Units  Estimated Accuracy
 DK1052;SPC AR S     -   450,920.      458,590.      MT  (+/- 180 meters Scaled)
 DK1052
 DK1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS518662(NAD 83)
 DK1052
 DK1052                          SUPERSEDED SURVEY CONTROL
 DK1052
 DK1052  NGVD 29 (11/26/84)   31.213  (m)          102.40   (f) ADJUSTED       
 DK1052
 DK1052.Superseded values are not recommended for survey control.
 DK1052
 DK1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1052.See file dsdata.pdf to determine how the superseded data were derived.
 DK1052
 DK1052_MARKER: B = BOLT
 DK1052_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK1052_SP_SET: UNDERGROUND STONE
 DK1052_PROJECTION: RECESSED 91 CENTIMETERS
 DK1052_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1052
 DK1052  HISTORY     - Date     Condition        Report By
 DK1052  HISTORY     - UNK      MONUMENTED       USACE
 DK1052  HISTORY     - 1934     GOOD             CGS
 DK1052
 DK1052                          STATION DESCRIPTION
 DK1052
 DK1052'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 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 = MARCH 20, 2026 22:17:28 EDT
 DK1053 ***********************************************************************
 DK1053  DESIGNATION -  MAYWEATHER CAP
 DK1053  PID         -  DK1053
 DK1053  STATE/COUNTY-  AR/CHICOT
 DK1053  COUNTRY     -  US
 DK1053  USGS QUAD   -  EUDORA SOUTH (2017)
 DK1053
 DK1053                         *CURRENT SURVEY CONTROL
 DK1053  ______________________________________________________________________
 DK1053* NAD 83(1986) POSITION- 33 07 27.     (N) 091 22 20.     (W)   SCALED
 DK1053* NAVD 88 ORTHO HEIGHT -    32.35  (+/-2cm)      106.1   (feet) VERTCON3
 DK1053  ______________________________________________________________________
 DK1053  GEOID HEIGHT    -        -25.943 (meters)                     GEOID18
 DK1053  VERT ORDER      -  ? (See Below)
 DK1053
 DK1053.The horizontal coordinates were scaled from a 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
 DK1053.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1053.GEOID18 height accuracy estimate available here.
 DK1053
 DK1053.The vertical order pertains to the NGVD 29 superseded value.
 DK1053
 DK1053.Click photographs - Photos may exist for this station.
 DK1053
 DK1053;                    North         East    Units  Estimated Accuracy
 DK1053;SPC AR S     -   450,920.      458,590.      MT  (+/- 180 meters Scaled)
 DK1053
 DK1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS518662(NAD 83)
 DK1053
 DK1053                          SUPERSEDED SURVEY CONTROL
 DK1053
 DK1053  NGVD 29 (11/26/84)   32.452  (m)          106.47   (f) ADJUSTED       
 DK1053
 DK1053.Superseded values are not recommended for survey control.
 DK1053
 DK1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1053.See file dsdata.pdf to determine how the superseded data were derived.
 DK1053
 DK1053_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DK1053_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK1053_MARK LOGO: USACE
 DK1053_MAGNETIC: P = MARKER IS A STEEL PIPE
 DK1053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1053
 DK1053  HISTORY     - Date     Condition        Report By
 DK1053  HISTORY     - UNK      MONUMENTED       USACE
 DK1053  HISTORY     - 1934     GOOD             CGS
 DK1053
 DK1053                          STATION DESCRIPTION
 DK1053
 DK1053'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1995 ***********************************************************************
 EJ1995  DESIGNATION -  MAZARN
 EJ1995  PID         -  EJ1995
 EJ1995  STATE/COUNTY-  AR/HOT SPRING
 EJ1995  COUNTRY     -  US
 EJ1995  USGS QUAD   -  POINT CEDAR (2017)
 EJ1995
 EJ1995                         *CURRENT SURVEY CONTROL
 EJ1995  ______________________________________________________________________
 EJ1995* NAD 83(1997) POSITION- 34 20 44.40096(N) 093 21 23.87030(W)   ADJUSTED
 EJ1995* NAVD 88 ORTHO HEIGHT -   334.0   (meters)     1096.    (feet) VERTCON3
 EJ1995  ______________________________________________________________________
 EJ1995  GEOID HEIGHT    -        -27.519 (meters)                     GEOID18
 EJ1995  LAPLACE CORR    -          2.53  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1995.GEOID18 height accuracy estimate available here.
 EJ1995
 EJ1995.Click photographs - Photos may exist for this station.
 EJ1995
 EJ1995.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1995
 EJ1995. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 EJ1995:SPC AR S     -  MAZARN AZ MK                             300 55 30.3
 EJ1995:UTM  15      -  MAZARN AZ MK                             300 22 01.1
 EJ1995
 EJ1995_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU6719900541(NAD 83)
 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(1993)-  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
 EJ1995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1995.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1995
 EJ1995_MARKER: DS = TRIANGULATION STATION DISK
 EJ1995_SETTING: 80 = SET IN A BOULDER
 EJ1995_STAMPING: MAZARN 1957
 EJ1995_MARK LOGO: CGS
 EJ1995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1995+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DQ3631 ***********************************************************************
 DQ3631  DESIGNATION -  MCCORMAC
 DQ3631  PID         -  DQ3631
 DQ3631  STATE/COUNTY-  AR/VAN BUREN
 DQ3631  COUNTRY     -  US
 DQ3631  USGS QUAD   -  LESLIE (2017)
 DQ3631
 DQ3631                         *CURRENT SURVEY CONTROL
 DQ3631  ______________________________________________________________________
 DQ3631* NAD 83(1986) POSITION- 35 45 16.6    (N) 092 31 58.5    (W)   HD_HELD2
 DQ3631* NAVD 88 ORTHO HEIGHT -   436.262 (meters)     1431.30  (feet) ADJUSTED
 DQ3631  ______________________________________________________________________
 DQ3631  GEOID HEIGHT    -        -27.880 (meters)                     GEOID18
 DQ3631  DYNAMIC HEIGHT  -        435.852 (meters)     1429.96  (feet) COMP
 DQ3631  MODELED GRAVITY -    979,678.6   (mgal)                       NAVD 88
 DQ3631
 DQ3631  VERT ORDER      -  SECOND    CLASS I
 DQ3631
 DQ3631.The horizontal coordinates were established by autonomous hand held GPS
 DQ3631.observations and have an estimated accuracy of +/- 10 meters.
 DQ3631
 DQ3631.The orthometric height was determined by differential leveling and
 DQ3631.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3631.in January 2017.
 DQ3631
 DQ3631.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3631.GEOID18 height accuracy estimate available here.
 DQ3631
 DQ3631.Click photographs - Photos may exist for this station.
 DQ3631
 DQ3631.The dynamic height is computed by dividing the NAVD 88
 DQ3631.geopotential number by the normal gravity value computed on the
 DQ3631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3631.degrees latitude (g = 980.6199 gals.).
 DQ3631
 DQ3631.The modeled gravity was interpolated from observed gravity values.
 DQ3631
 DQ3631;                    North         East    Units  Estimated Accuracy
 DQ3631;SPC AR N     -   157,810.      351,805.      MT  (+/- 10 meters HH2 GPS)
 DQ3631
 DQ3631_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV4222756832(NAD 83)
 DQ3631
 DQ3631                          SUPERSEDED SURVEY CONTROL
 DQ3631
 DQ3631.No superseded survey control is available for this station.
 DQ3631
 DQ3631_MARKER: DV = VERTICAL CONTROL DISK
 DQ3631_SETTING: 66 = SET IN ROCK OUTCROP
 DQ3631_STAMPING: MCCORMAC 2016
 DQ3631_MARK LOGO: NGS
 DQ3631_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ3631_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DQ3631+STABILITY: POSITION/ELEVATION WELL
 DQ3631_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ3631+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2019
 DQ3631
 DQ3631  HISTORY     - Date     Condition        Report By
 DQ3631  HISTORY     - 20160523 MONUMENTED       ARHD
 DQ3631  HISTORY     - 20191220 GOOD             NGS
 DQ3631
 DQ3631                          STATION DESCRIPTION
 DQ3631
 DQ3631'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 DQ3631'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) WEST-NORTHWEST OF
 DQ3631'OLDLEXINGTON, 5.4 MI (8.7 KM) SOUTH-SOUTHEAST OF LESLIE AND 3.9 MI
 DQ3631'(6.3 KM) NORTH-NORTHWEST OF BOTKINBURG.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ3631'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 254,
 DQ3631'GO WEST ON HIGHWAY 254 FOR 0.55 MI (0.88 KM) TO THE STATION ON THE
 DQ3631'RIGHT, IN A 3X10' ROCK OUTCROP.
 DQ3631'
 DQ3631'IT IS 94 FT (28.7 M) NORTH OF ADRIVEWAY, 31 FT (9.4 M) WEST OF HIGHWAY
 DQ3631'254 CENTERLINE, 8 FT (2.4 M) EAST OF A WEB WIRE FENCE AND 7 FT (2.1 M)
 DQ3631'EAST OF A WITNESS POST.
 DQ3631
 DQ3631                          STATION RECOVERY (2019)
 DQ3631
 DQ3631'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2019 (BW)
 DQ3631'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH2142 ***********************************************************************
 EH2142  DESIGNATION -  MCCREANOR RM 1
 EH2142  PID         -  EH2142
 EH2142  STATE/COUNTY-  AR/LONOKE
 EH2142  COUNTRY     -  US
 EH2142  USGS QUAD   -  POCKET PRAIRIE (2017)
 EH2142
 EH2142                         *CURRENT SURVEY CONTROL
 EH2142  ______________________________________________________________________
 EH2142* NAD 83(1986) POSITION- 34 46 59.84   (N) 091 48 07.05   (W)   HD_HELD1
 EH2142* NAVD 88 ORTHO HEIGHT -    69.601 (meters)      228.35  (feet) ADJUSTED
 EH2142  ______________________________________________________________________
 EH2142  GEOID HEIGHT    -        -26.849 (meters)                     GEOID18
 EH2142  DYNAMIC HEIGHT  -         69.536 (meters)      228.14  (feet) COMP
 EH2142  MODELED GRAVITY -    979,699.8   (mgal)                       NAVD 88
 EH2142
 EH2142  VERT ORDER      -  FIRST     CLASS II
 EH2142
 EH2142.The horizontal coordinates were determined by differentially corrected
 EH2142.hand held GPS observations or other comparable positioning techniques
 EH2142.and have an estimated accuracy of +/- 3 meters.
 EH2142
 EH2142.The orthometric height was determined by differential leveling and
 EH2142.adjusted by the NATIONAL GEODETIC SURVEY
 EH2142.in June 1991.
 EH2142
 EH2142.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2142.GEOID18 height accuracy estimate available here.
 EH2142
 EH2142.Click photographs - Photos may exist for this station.
 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     -   634,785.4     418,126.5     MT  (+/- 3 meters HH1 GPS) 
 EH2142
 EH2142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU0961349664(NAD 83)
 EH2142
 EH2142                          SUPERSEDED SURVEY CONTROL
 EH2142
 EH2142  NGVD 29 (11/26/84)   69.614  (m)          228.39   (f) ADJUSTED    1 2
 EH2142
 EH2142.Superseded values are not recommended for survey control.
 EH2142
 EH2142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2142.See file dsdata.pdf to determine how the superseded data were derived.
 EH2142
 EH2142_MARKER: DR = REFERENCE MARK DISK
 EH2142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2142_STAMPING: MCCREANOR RM 1 1916 1920
 EH2142_MARK LOGO: CGS
 EH2142_PROJECTION: PROJECTING 3 CENTIMETERS
 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 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 = MARCH 20, 2026 22:17:28 EDT
 FF1810 ***********************************************************************
 FF1810  DESIGNATION -  MCCRORY
 FF1810  PID         -  FF1810
 FF1810  STATE/COUNTY-  AR/WOODRUFF
 FF1810  COUNTRY     -  US
 FF1810  USGS QUAD   -  MCCRORY (2017)
 FF1810
 FF1810                         *CURRENT SURVEY CONTROL
 FF1810  ______________________________________________________________________
 FF1810* NAD 83(1997) POSITION- 35 15 37.83692(N) 091 11 41.57399(W)   ADJUSTED
 FF1810* NAVD 88 ORTHO HEIGHT -    63.36  (+/-2cm)      207.9   (feet) VERTCON3
 FF1810  ______________________________________________________________________
 FF1810  GEOID HEIGHT    -        -27.349 (meters)                     GEOID18
 FF1810  LAPLACE CORR    -          0.88  (seconds)                    DEFLEC18
 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
 FF1810.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1810.GEOID18 height accuracy estimate available here.
 FF1810
 FF1810.The vertical order pertains to the NGVD 29 superseded value.
 FF1810
 FF1810.Click photographs - Photos may exist for this station.
 FF1810
 FF1810.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1810
 FF1810. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999435  x   0.99995180  =   0.99994615
 FF1810!UTM  15      -   0.99999435  x   0.99993230  =   0.99992665
 FF1810
 FF1810:                Primary Azimuth Mark                     Grid Az
 FF1810:SPC AR N     -  MCCRORY AZ MK                            066 45 04.1
 FF1810:UTM  15      -  MCCRORY AZ MK                            066 10 38.4
 FF1810
 FF1810_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV6420503426(NAD 83)
 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              63.32   (m)          207.7    (f) LEVELING    3  
 FF1810
 FF1810.Superseded values are not recommended for survey control.
 FF1810
 FF1810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1810.See file dsdata.pdf to determine how the superseded data were derived.
 FF1810
 FF1810_MARKER: DS = TRIANGULATION STATION DISK
 FF1810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1810_STAMPING: MC CRORY 1954
 FF1810_MARK LOGO: CGS
 FF1810_PROJECTION: FLUSH
 FF1810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1810+STABILITY: SURFACE MOTION
 FF1810
 FF1810  HISTORY     - Date     Condition        Report By
 FF1810  HISTORY     - 1954     MONUMENTED       CGS
 FF1810  HISTORY     - 1970     GOOD             NGS
 FF1810  HISTORY     - 20100306 GOOD             MSSU
 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.
 FF1810
 FF1810                          STATION RECOVERY (2010)
 FF1810
 FF1810'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2010 (JLS)
 FF1810'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1811 ***********************************************************************
 FF1811  DESIGNATION -  MCCRORY MUNICIPAL TANK
 FF1811  PID         -  FF1811
 FF1811  STATE/COUNTY-  AR/WOODRUFF
 FF1811  COUNTRY     -  US
 FF1811  USGS QUAD   -  MCCRORY (2017)
 FF1811
 FF1811                         *CURRENT SURVEY CONTROL
 FF1811  ______________________________________________________________________
 FF1811* NAD 83(1997) POSITION- 35 15 28.68966(N) 091 12 03.06918(W)   ADJUSTED
 FF1811  ______________________________________________________________________
 FF1811  GEOID HEIGHT    -        -27.350 (meters)                     GEOID18
 FF1811  LAPLACE CORR    -          0.89  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1811.GEOID18 height accuracy estimate available here.
 FF1811
 FF1811.Click photographs - Photos may exist for this station.
 FF1811
 FF1811.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1811
 FF1811. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV6366703135(NAD 83)
 FF1811
 FF1811                          SUPERSEDED SURVEY CONTROL
 FF1811
 FF1811  NAD 83(1986)-  35 15 28.69960(N)    091 12 03.06819(W) AD(       ) 3
 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
 FF1811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1811.See file dsdata.pdf to determine how the superseded data were derived.
 FF1811
 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 = MARCH 20, 2026 22:17:28 EDT
 GE1010 ***********************************************************************
 GE1010  DESIGNATION -  MCDOUGAL
 GE1010  PID         -  GE1010
 GE1010  STATE/COUNTY-  AR/CLAY
 GE1010  COUNTRY     -  US
 GE1010  USGS QUAD   -  POLLARD (2017)
 GE1010
 GE1010                         *CURRENT SURVEY CONTROL
 GE1010  ______________________________________________________________________
 GE1010* NAD 83(1997) POSITION- 36 24 49.17308(N) 090 20 09.75774(W)   ADJUSTED
 GE1010* NAVD 88 ORTHO HEIGHT -   168.    (meters)      551.    (feet) SCALED
 GE1010  ______________________________________________________________________
 GE1010  GEOID HEIGHT    -        -28.682 (meters)                     GEOID18
 GE1010  LAPLACE CORR    -          0.16  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE1010.GEOID18 height accuracy estimate available here.
 GE1010
 GE1010.Click photographs - Photos may exist for this station.
 GE1010
 GE1010.The Laplace correction was computed from DEFLEC18 derived deflections.
 GE1010
 GE1010. The following values were computed from the NAD 83(1997) position.
 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     -   0.99997813  x   1.00004062  =   1.00001875
 GE1010!SPC MO E     -   0.99997813  x   0.99993600  =   0.99991413
 GE1010!UTM  15      -   0.99997813  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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA3886133128(NAD 83)
 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
 GE1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1010.See file dsdata.pdf to determine how the superseded data were derived.
 GE1010
 GE1010_MARKER: DS = TRIANGULATION STATION DISK
 GE1010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE1010_STAMPING: MC DOUGAL 1955
 GE1010_MARK LOGO: CGS
 GE1010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE1010+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DK2008 ***********************************************************************
 DK2008  DESIGNATION -  MCGEHEE ARK P AND L CO TANK
 DK2008  PID         -  DK2008
 DK2008  STATE/COUNTY-  AR/DESHA
 DK2008  COUNTRY     -  US
 DK2008  USGS QUAD   -  MCGEHEE NORTH (2017)
 DK2008
 DK2008                         *CURRENT SURVEY CONTROL
 DK2008  ______________________________________________________________________
 DK2008* NAD 83(1997) POSITION- 33 37 50.60042(N) 091 23 48.13686(W)   ADJUSTED
 DK2008  ______________________________________________________________________
 DK2008  GEOID HEIGHT    -        -26.211 (meters)                     GEOID18
 DK2008  LAPLACE CORR    -         -2.53  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK2008.GEOID18 height accuracy estimate available here.
 DK2008
 DK2008.Click photographs - Photos may exist for this station.
 DK2008
 DK2008.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK2008
 DK2008. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT4870622364(NAD 83)
 DK2008
 DK2008                          SUPERSEDED SURVEY CONTROL
 DK2008
 DK2008  NAD 83(1993)-  33 37 50.60679(N)    091 23 48.13209(W) AD(       ) 3
 DK2008  NAD 83(1986)-  33 37 50.60936(N)    091 23 48.13193(W) AD(       ) 3
 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
 DK2008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2008.See file dsdata.pdf to determine how the superseded data were derived.
 DK2008
 DK2008_MARKER: 51 = TANK
 DK2008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2008+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2012
 DK2008
 DK2008  HISTORY     - Date     Condition        Report By
 DK2008  HISTORY     - 1939     FIRST OBSERVED   CGS
 DK2008  HISTORY     - 20120108 GOOD             GEOCAC
 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.
 DK2008
 DK2008                          STATION RECOVERY (2012)
 DK2008
 DK2008'RECOVERY NOTE BY GEOCACHING 2012 (JA)
 DK2008'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK0994 ***********************************************************************
 DK0994  DESIGNATION -  MCGEHEE CAP
 DK0994  PID         -  DK0994
 DK0994  STATE/COUNTY-  AR/DESHA
 DK0994  COUNTRY     -  US
 DK0994  USGS QUAD   -  MCGEHEE SOUTH (2017)
 DK0994
 DK0994                         *CURRENT SURVEY CONTROL
 DK0994  ______________________________________________________________________
 DK0994* NAD 83(1986) POSITION- 33 37 05.     (N) 091 23 19.     (W)   SCALED
 DK0994* NAVD 88 ORTHO HEIGHT -    43.721 (meters)      143.44  (feet) ADJUSTED
 DK0994  ______________________________________________________________________
 DK0994  GEOID HEIGHT    -        -26.223 (meters)                     GEOID18
 DK0994  DYNAMIC HEIGHT  -         43.675 (meters)      143.29  (feet) COMP
 DK0994  MODELED GRAVITY -    979,604.9   (mgal)                       NAVD 88
 DK0994
 DK0994  VERT ORDER      -  FIRST     CLASS II
 DK0994
 DK0994.The horizontal coordinates were scaled from a map and have
 DK0994.an estimated accuracy of +/- 6 seconds.
 DK0994
 DK0994.The orthometric height was determined by differential leveling and
 DK0994.adjusted by the NATIONAL GEODETIC SURVEY
 DK0994.in June 1991.
 DK0994
 DK0994.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK0994.GEOID18 height accuracy estimate available here.
 DK0994
 DK0994.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT494209(NAD 83)
 DK0994
 DK0994                          SUPERSEDED SURVEY CONTROL
 DK0994
 DK0994  NGVD 29 (11/26/84)   43.839  (m)          143.83   (f) ADJUSTED    1 2
 DK0994
 DK0994.Superseded values are not recommended for survey control.
 DK0994
 DK0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0994.See file dsdata.pdf to determine how the superseded data were derived.
 DK0994
 DK0994_MARKER: P = PIPE CAP
 DK0994_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK0994_MARK LOGO: USACE
 DK0994_MAGNETIC: P = MARKER IS A STEEL PIPE
 DK0994_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0994
 DK0994  HISTORY     - Date     Condition        Report By
 DK0994  HISTORY     - UNK      MONUMENTED       USACE
 DK0994  HISTORY     - 1938     POOR             CGS
 DK0994  HISTORY     - 1944     MARK NOT FOUND   USACE
 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 ARMY CORPS OF ENGINEERS 1944
 DK0994'MARK NOT FOUND.
 DK0994
 DK0994                          STATION RECOVERY (2003)
 DK0994
 DK0994'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2003
 DK0994'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK2010 ***********************************************************************
 DK2010  DESIGNATION -  MCGEHEE FED COMPRESS CO TANK
 DK2010  PID         -  DK2010
 DK2010  STATE/COUNTY-  AR/DESHA
 DK2010  COUNTRY     -  US
 DK2010  USGS QUAD   -  MCGEHEE NORTH (2017)
 DK2010
 DK2010                         *CURRENT SURVEY CONTROL
 DK2010  ______________________________________________________________________
 DK2010* NAD 83(1997) POSITION- 33 38 09.14854(N) 091 23 33.72804(W)   ADJUSTED
 DK2010  ______________________________________________________________________
 DK2010  GEOID HEIGHT    -        -26.219 (meters)                     GEOID18
 DK2010  LAPLACE CORR    -         -2.53  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK2010.GEOID18 height accuracy estimate available here.
 DK2010
 DK2010.Click photographs - Photos may exist for this station.
 DK2010
 DK2010.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK2010
 DK2010. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT4906822942(NAD 83)
 DK2010
 DK2010                          SUPERSEDED SURVEY CONTROL
 DK2010
 DK2010  NAD 83(1993)-  33 38 09.15479(N)    091 23 33.72330(W) AD(       ) 3
 DK2010  NAD 83(1986)-  33 38 09.15704(N)    091 23 33.72357(W) AD(       ) 3
 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
 DK2010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2010.See file dsdata.pdf to determine how the superseded data were derived.
 DK2010
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1724 ***********************************************************************
 FG1724  DESIGNATION -  MCGHEE
 FG1724  PID         -  FG1724
 FG1724  STATE/COUNTY-  AR/FAULKNER
 FG1724  COUNTRY     -  US
 FG1724  USGS QUAD   -  DAMASCUS (2017)
 FG1724
 FG1724                         *CURRENT SURVEY CONTROL
 FG1724  ______________________________________________________________________
 FG1724* NAD 83(1997) POSITION- 35 20 02.73519(N) 092 24 18.18962(W)   ADJUSTED
 FG1724* NAVD 88 ORTHO HEIGHT -   205.    (meters)      673.    (feet) SCALED
 FG1724  ______________________________________________________________________
 FG1724  GEOID HEIGHT    -        -28.009 (meters)                     GEOID18
 FG1724  LAPLACE CORR    -          2.96  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1724.GEOID18 height accuracy estimate available here.
 FG1724
 FG1724.Click photographs - Photos may exist for this station.
 FG1724
 FG1724.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1724
 FG1724. The following values were computed from the NAD 83(1997) position.
 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     -   0.99997222  x   0.99994541  =   0.99991763
 FG1724!UTM  15      -   0.99997222  x   0.99963603  =   0.99960826
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV5406810256(NAD 83)
 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
 FG1724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1724.See file dsdata.pdf to determine how the superseded data were derived.
 FG1724
 FG1724_MARKER: DS = TRIANGULATION STATION DISK
 FG1724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1724_STAMPING: MC GHEE 1940
 FG1724_MARK LOGO: CGS
 FG1724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1724+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1571 ***********************************************************************
 DL1571  DESIGNATION -  MCNAB
 DL1571  PID         -  DL1571
 DL1571  STATE/COUNTY-  AR/HEMPSTEAD
 DL1571  COUNTRY     -  US
 DL1571  USGS QUAD   -  MCNAB (2017)
 DL1571
 DL1571                         *CURRENT SURVEY CONTROL
 DL1571  ______________________________________________________________________
 DL1571* NAD 83(1997) POSITION- 33 41 51.98621(N) 093 50 58.98630(W)   ADJUSTED
 DL1571* NAVD 88 ORTHO HEIGHT -   137.    (meters)      449.    (feet) SCALED
 DL1571  ______________________________________________________________________
 DL1571  GEOID HEIGHT    -        -27.078 (meters)                     GEOID18
 DL1571  LAPLACE CORR    -          0.80  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1571.GEOID18 height accuracy estimate available here.
 DL1571
 DL1571.Click photographs - Photos may exist for this station.
 DL1571
 DL1571.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1571
 DL1571. The following values were computed from the NAD 83(1997) position.
 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     -   0.99998275  x   0.99993563  =   0.99991838
 DL1571!UTM  15      -   0.99998275  x   0.99967645  =   0.99965920
 DL1571
 DL1571:                Primary Azimuth Mark                     Grid Az
 DL1571:SPC AR S     -  LOOKOUT TOWER 10 4 AFC                   209 54 23.4
 DL1571:UTM  15      -  LOOKOUT TOWER 10 4 AFC                   209 20 33.6
 DL1571
 DL1571_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT2125228970(NAD 83)
 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(1993)-  33 41 51.99211(N)    093 50 58.98044(W) AD(       ) 1
 DL1571  NAD 83(1993)-  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
 DL1571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1571.See file dsdata.pdf to determine how the superseded data were derived.
 DL1571
 DL1571_MARKER: DS = TRIANGULATION STATION DISK
 DL1571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1571_STAMPING: MC NAB 1941
 DL1571_MARK LOGO: CGS
 DL1571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1571+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DO2605 ***********************************************************************
 DO2605  DESIGNATION -  MCNEESE
 DO2605  PID         -  DO2605
 DO2605  STATE/COUNTY-  AR/CRAIGHEAD
 DO2605  COUNTRY     -  US
 DO2605  USGS QUAD   -  JONESBORO (2017)
 DO2605
 DO2605                         *CURRENT SURVEY CONTROL
 DO2605  ______________________________________________________________________
 DO2605* NAD 83(1986) POSITION- 35 48 07.89   (N) 090 43 29.34   (W)   HD_HELD1
 DO2605* NAVD 88 ORTHO HEIGHT -   123.473 (meters)      405.09  (feet) ADJUSTED
 DO2605  ______________________________________________________________________
 DO2605  GEOID HEIGHT    -        -27.775 (meters)                     GEOID18
 DO2605  DYNAMIC HEIGHT  -        123.367 (meters)      404.75  (feet) COMP
 DO2605  MODELED GRAVITY -    979,779.4   (mgal)                       NAVD 88
 DO2605
 DO2605  VERT ORDER      -  FIRST     CLASS II
 DO2605
 DO2605.The horizontal coordinates were determined by differentially corrected
 DO2605.hand held GPS observations or other comparable positioning techniques
 DO2605.and have an estimated accuracy of +/- 3 meters.
 DO2605
 DO2605.The orthometric height was determined by differential leveling and
 DO2605.adjusted by the NATIONAL GEODETIC SURVEY
 DO2605.in February 2013.
 DO2605
 DO2605.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2605.GEOID18 height accuracy estimate available here.
 DO2605
 DO2605.Click photographs - Photos may exist for this station.
 DO2605
 DO2605.The dynamic height is computed by dividing the NAVD 88
 DO2605.geopotential number by the normal gravity value computed on the
 DO2605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2605.degrees latitude (g = 980.6199 gals.).
 DO2605
 DO2605.The modeled gravity was interpolated from observed gravity values.
 DO2605
 DO2605;                    North         East    Units  Estimated Accuracy
 DO2605;SPC AR N     -   163,704.7     515,251.9     MT  (+/- 3 meters HH1 GPS) 
 DO2605
 DO2605_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV0558464397(NAD 83)
 DO2605
 DO2605                          SUPERSEDED SURVEY CONTROL
 DO2605
 DO2605.No superseded survey control is available for this station.
 DO2605
 DO2605_MARKER: DB = BENCH MARK DISK
 DO2605_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DO2605_SP_SET: INLET
 DO2605_STAMPING: MCNEESE 2011
 DO2605_MARK LOGO: NONE
 DO2605_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2605_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO2605_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2605+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2011
 DO2605
 DO2605  HISTORY     - Date     Condition        Report By
 DO2605  HISTORY     - 20110403 MONUMENTED       ASSOEN
 DO2605
 DO2605                          STATION DESCRIPTION
 DO2605
 DO2605'DESCRIBED BY ASSOCIATED ENGINEERING 2011 (MPM)
 DO2605'THE MARK IS LOCATED ABOUT 8.2 MI (13.2 KM) NORTHEAST OF OTWELL, 5.6 MI
 DO2605'(9.0 KM) SOUTHEAST OF HERMAN AND 3.0 MI (4.8 KM) SOUTH-SOUTHWEST OF
 DO2605'JONESBORO.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DO2605'
 DO2605'TO REACH FROM THE INTERSECTION OF HIGHWAY 63 AND SOUTHWEST DRIVE GO
 DO2605'SOUTHWEST ON SOUTHWEST DRIVE 0.50 MI (0.8 KM) TO THE MARK ON THE LEFT.
 DO2605'IT IS 110.65 FT (33.7 M) SOUTHWEST OF A POWER LINE POLE, 82.10 FT
 DO2605'(25.0 M) NORTHWEST OF A FIRE HYDRANT, 31.40 FT (9.6 M) SOUTHEAST OF
 DO2605'THE CENTERLINE OF SOUTHWEST DRIVE AND 1.60 FT (0.5 M) SOUTH OF THE
 DO2605'CENTER OF A STORM DRAIN MANHOLE LID.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0536 ***********************************************************************
 DL0536  DESIGNATION -  MCNEIL
 DL0536  PID         -  DL0536
 DL0536  STATE/COUNTY-  AR/COLUMBIA
 DL0536  COUNTRY     -  US
 DL0536  USGS QUAD   -  MAGNOLIA (2017)
 DL0536
 DL0536                         *CURRENT SURVEY CONTROL
 DL0536  ______________________________________________________________________
 DL0536* NAD 83(1997) POSITION- 33 21 10.68266(N) 093 11 44.42635(W)   ADJUSTED
 DL0536* NAVD 88 ORTHO HEIGHT -   122.016 (meters)      400.31  (feet) ADJUSTED
 DL0536  ______________________________________________________________________
 DL0536  GEOID HEIGHT    -        -26.463 (meters)                     GEOID18
 DL0536  LAPLACE CORR    -          1.19  (seconds)                    DEFLEC18
 DL0536  DYNAMIC HEIGHT  -        121.885 (meters)      399.88  (feet) COMP
 DL0536  MODELED GRAVITY -    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 and
 DL0536.adjusted by the NATIONAL GEODETIC SURVEY
 DL0536.in June 1991.
 DL0536
 DL0536.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0536.GEOID18 height accuracy estimate available here.
 DL0536
 DL0536.Click photographs - Photos may exist for this station.
 DL0536
 DL0536.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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     -  MCNEIL AZ MK                             223 29 20.5
 DL0536:UTM  15      -  MCNEIL AZ MK                             222 55 38.7
 DL0536
 DL0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS8179490435(NAD 83)
 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(1993)-  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  NGVD 29             122.04   (m)          400.4    (f) LEVELING    3  
 DL0536
 DL0536.Superseded values are not recommended for survey control.
 DL0536
 DL0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0536.See file dsdata.pdf to determine how the superseded data were derived.
 DL0536
 DL0536_MARKER: DS = TRIANGULATION STATION DISK
 DL0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0536_STAMPING: MC NEIL 1950
 DL0536_MARK LOGO: CGS
 DL0536_PROJECTION: FLUSH
 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             CGS
 DL0536  HISTORY     - 1963     GOOD             CGS
 DL0536  HISTORY     - 1963     GOOD             CGS
 DL0536  HISTORY     - 1981     GOOD             MJH
 DL0536  HISTORY     - 20110921 MARK NOT FOUND   ARHD
 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 COAST AND 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 COAST AND GEODETIC SURVEY 1963
 DL0536'RECOVERED IN GOOD CONDITION.
 DL0536
 DL0536                          STATION RECOVERY (1981)
 DL0536
 DL0536'RECOVERY NOTE BY MITCHELL JONES AND HARDEN INCO 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.
 DL0536
 DL0536                          STATION RECOVERY (2011)
 DL0536
 DL0536'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (AMC)
 DL0536'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0534 ***********************************************************************
 DL0534  DESIGNATION -  MCNEIL AZ MK
 DL0534  PID         -  DL0534
 DL0534  STATE/COUNTY-  AR/COLUMBIA
 DL0534  COUNTRY     -  US
 DL0534  USGS QUAD   -  MAGNOLIA (2017)
 DL0534
 DL0534                         *CURRENT SURVEY CONTROL
 DL0534  ______________________________________________________________________
 DL0534* NAD 83(1986) POSITION- 33 20 53.     (N) 093 12 03.     (W)   SCALED
 DL0534* NAVD 88 ORTHO HEIGHT -   114.931 (meters)      377.07  (feet) ADJUSTED
 DL0534  ______________________________________________________________________
 DL0534  GEOID HEIGHT    -        -26.463 (meters)                     GEOID18
 DL0534  DYNAMIC HEIGHT  -        114.808 (meters)      376.67  (feet) COMP
 DL0534  MODELED GRAVITY -    979,569.2   (mgal)                       NAVD 88
 DL0534
 DL0534  VERT ORDER      -  FIRST     CLASS II
 DL0534
 DL0534.The horizontal coordinates were scaled from a map and have
 DL0534.an estimated accuracy of +/- 6 seconds.
 DL0534
 DL0534.The orthometric height was determined by differential leveling and
 DL0534.adjusted by the NATIONAL GEODETIC SURVEY
 DL0534.in June 1991.
 DL0534
 DL0534.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0534.GEOID18 height accuracy estimate available here.
 DL0534
 DL0534.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS813898(NAD 83)
 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
 DL0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0534.See file dsdata.pdf to determine how the superseded data were derived.
 DL0534
 DL0534_MARKER: DZ = AZIMUTH MARK DISK
 DL0534_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL0534_SP_SET: PILLAR
 DL0534_STAMPING: MC NEIL 1950
 DL0534_MARK LOGO: CGS
 DL0534_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0534_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL0534+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2008
 DL0534
 DL0534  HISTORY     - Date     Condition        Report By
 DL0534  HISTORY     - 1950     MONUMENTED       CGS
 DL0534  HISTORY     - 1960     GOOD             CGS
 DL0534  HISTORY     - 1963     GOOD             CGS
 DL0534  HISTORY     - 20080520 GOOD             ARHD
 DL0534  HISTORY     - 20110921 POOR             ARHD
 DL0534
 DL0534                          STATION DESCRIPTION
 DL0534
 DL0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0534'ABOUT 0.55 MILE EAST ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM THE
 DL0534'STATION AT MCNEIL, IN SECTION 18, T16S, R20W, 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 COAST AND GEODETIC SURVEY 1963
 DL0534'RECOVERED IN GOOD CONDITION.
 DL0534
 DL0534                          STATION RECOVERY (2008)
 DL0534
 DL0534'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2008 (WDA)
 DL0534'CAP SLIGHTLY RAISED. HAS BEEN HIT BY TRUCK TRAFFIC.
 DL0534
 DL0534                          STATION RECOVERY (2011)
 DL0534
 DL0534'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (AMC)
 DL0534'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0541 ***********************************************************************
 DL0541  DESIGNATION -  MCNEIL BOLT
 DL0541  PID         -  DL0541
 DL0541  STATE/COUNTY-  AR/COLUMBIA
 DL0541  COUNTRY     -  US
 DL0541  USGS QUAD   -  MAGNOLIA (2017)
 DL0541
 DL0541                         *CURRENT SURVEY CONTROL
 DL0541  ______________________________________________________________________
 DL0541* NAD 83(1986) POSITION- 33 20 49.     (N) 093 12 43.     (W)   SCALED
 DL0541* NAVD 88 ORTHO HEIGHT -    98.344 (meters)      322.65  (feet) ADJUSTED
 DL0541  ______________________________________________________________________
 DL0541  GEOID HEIGHT    -        -26.472 (meters)                     GEOID18
 DL0541  DYNAMIC HEIGHT  -         98.239 (meters)      322.31  (feet) COMP
 DL0541  MODELED GRAVITY -    979,568.6   (mgal)                       NAVD 88
 DL0541
 DL0541  VERT ORDER      -  FIRST     CLASS II
 DL0541
 DL0541.The horizontal coordinates were scaled from a map and have
 DL0541.an estimated accuracy of +/- 6 seconds.
 DL0541
 DL0541.The orthometric height was determined by differential leveling and
 DL0541.adjusted by the NATIONAL GEODETIC SURVEY
 DL0541.in June 1991.
 DL0541
 DL0541.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0541.GEOID18 height accuracy estimate available here.
 DL0541
 DL0541.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS802897(NAD 83)
 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
 DL0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0541.See file dsdata.pdf to determine how the superseded data were derived.
 DL0541
 DL0541_MARKER: B = BOLT
 DL0541_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL0541_SP_SET: UNDERGROUND STONE BLOCK
 DL0541_PROJECTION: RECESSED 107 CENTIMETERS
 DL0541_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0541
 DL0541  HISTORY     - Date     Condition        Report By
 DL0541  HISTORY     - UNK      MONUMENTED       USACE
 DL0541  HISTORY     - 1960     GOOD             CGS
 DL0541  HISTORY     - 1965     MARK NOT FOUND   USGS
 DL0541  HISTORY     - 20080521 MARK NOT FOUND   ARHD
 DL0541  HISTORY     - 20110921 MARK NOT FOUND   ARHD
 DL0541
 DL0541                          STATION DESCRIPTION
 DL0541
 DL0541'DESCRIBED BY COAST AND 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.
 DL0541
 DL0541                          STATION RECOVERY (2008)
 DL0541
 DL0541'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2008 (WDA)
 DL0541'MARK NOT FOUND.
 DL0541
 DL0541                          STATION RECOVERY (2011)
 DL0541
 DL0541'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (AMC)
 DL0541'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL1465 ***********************************************************************
 DL1465  DESIGNATION -  MCNEIL LA AND NW RR RAD MAST
 DL1465  PID         -  DL1465
 DL1465  STATE/COUNTY-  AR/COLUMBIA
 DL1465  COUNTRY     -  US
 DL1465  USGS QUAD   -  MAGNOLIA (2017)
 DL1465
 DL1465                         *CURRENT SURVEY CONTROL
 DL1465  ______________________________________________________________________
 DL1465* NAD 83(1997) POSITION- 33 20 47.52756(N) 093 12 40.17462(W)   ADJUSTED
 DL1465  ______________________________________________________________________
 DL1465  GEOID HEIGHT    -        -26.471 (meters)                     GEOID18
 DL1465  LAPLACE CORR    -          1.23  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1465.GEOID18 height accuracy estimate available here.
 DL1465
 DL1465.Click photographs - Photos may exist for this station.
 DL1465
 DL1465.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1465
 DL1465. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS8035189724(NAD 83)
 DL1465
 DL1465                          SUPERSEDED SURVEY CONTROL
 DL1465
 DL1465  NAD 83(1993)-  33 20 47.53501(N)    093 12 40.16818(W) AD(       ) 3
 DL1465  NAD 83(1986)-  33 20 47.53589(N)    093 12 40.17001(W) AD(       ) 3
 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
 DL1465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1465.See file dsdata.pdf to determine how the superseded data were derived.
 DL1465
 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 = MARCH 20, 2026 22:17:28 EDT
 DL0537 ***********************************************************************
 DL0537  DESIGNATION -  MCNEIL RM 1
 DL0537  PID         -  DL0537
 DL0537  STATE/COUNTY-  AR/COLUMBIA
 DL0537  COUNTRY     -  US
 DL0537  USGS QUAD   -  MAGNOLIA (2017)
 DL0537
 DL0537                         *CURRENT SURVEY CONTROL
 DL0537  ______________________________________________________________________
 DL0537* NAD 83(1986) POSITION- 33 21 10.48   (N) 093 11 45.28   (W)   HD_HELD1
 DL0537* NAVD 88 ORTHO HEIGHT -   121.129 (meters)      397.40  (feet) ADJUSTED
 DL0537  ______________________________________________________________________
 DL0537  GEOID HEIGHT    -        -26.463 (meters)                     GEOID18
 DL0537  DYNAMIC HEIGHT  -        121.000 (meters)      396.98  (feet) COMP
 DL0537  MODELED GRAVITY -    979,569.8   (mgal)                       NAVD 88
 DL0537
 DL0537  VERT ORDER      -  FIRST     CLASS II
 DL0537
 DL0537.The horizontal coordinates were determined by differentially corrected
 DL0537.hand held GPS observations or other comparable positioning techniques
 DL0537.and have an estimated accuracy of +/- 3 meters.
 DL0537
 DL0537.The orthometric height was determined by differential leveling and
 DL0537.adjusted by the NATIONAL GEODETIC SURVEY
 DL0537.in June 1991.
 DL0537
 DL0537.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0537.GEOID18 height accuracy estimate available here.
 DL0537
 DL0537.Click photographs - Photos may exist for this station.
 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     -   476,764.2     288,689.1     MT  (+/- 3 meters HH1 GPS) 
 DL0537
 DL0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS8177190428(NAD 83)
 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
 DL0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0537.See file dsdata.pdf to determine how the superseded data were derived.
 DL0537
 DL0537_MARKER: DR = REFERENCE MARK DISK
 DL0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0537_STAMPING: MC NEIL NO 1 1950
 DL0537_MARK LOGO: CGS
 DL0537_PROJECTION: PROJECTING 3 CENTIMETERS
 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             CGS
 DL0537  HISTORY     - 1963     GOOD             CGS
 DL0537  HISTORY     - 20080520 MARK NOT FOUND   ARHD
 DL0537
 DL0537                          STATION DESCRIPTION
 DL0537
 DL0537'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1963
 DL0537'RECOVERED IN GOOD CONDITION.
 DL0537
 DL0537                          STATION RECOVERY (2008)
 DL0537
 DL0537'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2008 (WDA)
 DL0537'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0535 ***********************************************************************
 DL0535  DESIGNATION -  MCNEIL RM 2
 DL0535  PID         -  DL0535
 DL0535  STATE/COUNTY-  AR/COLUMBIA
 DL0535  COUNTRY     -  US
 DL0535  USGS QUAD   -  MAGNOLIA (2017)
 DL0535
 DL0535                         *CURRENT SURVEY CONTROL
 DL0535  ______________________________________________________________________
 DL0535* NAD 83(1986) POSITION- 33 21 11.25   (N) 093 11 44.63   (W)   HD_HELD1
 DL0535* NAVD 88 ORTHO HEIGHT -   122.407 (meters)      401.60  (feet) ADJUSTED
 DL0535  ______________________________________________________________________
 DL0535  GEOID HEIGHT    -        -26.463 (meters)                     GEOID18
 DL0535  DYNAMIC HEIGHT  -        122.277 (meters)      401.17  (feet) COMP
 DL0535  MODELED GRAVITY -    979,569.8   (mgal)                       NAVD 88
 DL0535
 DL0535  VERT ORDER      -  FIRST     CLASS II
 DL0535
 DL0535.The horizontal coordinates were determined by differentially corrected
 DL0535.hand held GPS observations or other comparable positioning techniques
 DL0535.and have an estimated accuracy of +/- 3 meters.
 DL0535
 DL0535.The orthometric height was determined by differential leveling and
 DL0535.adjusted by the NATIONAL GEODETIC SURVEY
 DL0535.in June 1991.
 DL0535
 DL0535.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0535.GEOID18 height accuracy estimate available here.
 DL0535
 DL0535.Click photographs - Photos may exist for this station.
 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     -   476,787.7     288,706.2     MT  (+/- 3 meters HH1 GPS) 
 DL0535
 DL0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS8178890452(NAD 83)
 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
 DL0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0535.See file dsdata.pdf to determine how the superseded data were derived.
 DL0535
 DL0535_MARKER: DR = REFERENCE MARK DISK
 DL0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0535_STAMPING: MC NEIL NO 2 1950
 DL0535_MARK LOGO: CGS
 DL0535_PROJECTION: PROJECTING 8 CENTIMETERS
 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             CGS
 DL0535  HISTORY     - 1963     GOOD             CGS
 DL0535  HISTORY     - 20080520 MARK NOT FOUND   ARHD
 DL0535
 DL0535                          STATION DESCRIPTION
 DL0535
 DL0535'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1963
 DL0535'RECOVERED IN GOOD CONDITION.
 DL0535
 DL0535                          STATION RECOVERY (2008)
 DL0535
 DL0535'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2008 (WDA)
 DL0535'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1860 ***********************************************************************
 FF1860  DESIGNATION -  MCRAE RESET
 FF1860  PID         -  FF1860
 FF1860  STATE/COUNTY-  AR/WHITE
 FF1860  COUNTRY     -  US
 FF1860  USGS QUAD   -  MCRAE (2017)
 FF1860
 FF1860                         *CURRENT SURVEY CONTROL
 FF1860  ______________________________________________________________________
 FF1860* NAD 83(1997) POSITION- 35 06 03.59622(N) 091 47 07.18484(W)   ADJUSTED
 FF1860* NAVD 88 ORTHO HEIGHT -    67.    (meters)      220.    (feet) SCALED
 FF1860  ______________________________________________________________________
 FF1860  GEOID HEIGHT    -        -27.322 (meters)                     GEOID18
 FF1860  LAPLACE CORR    -          0.03  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1860.GEOID18 height accuracy estimate available here.
 FF1860
 FF1860.Click photographs - Photos may exist for this station.
 FF1860
 FF1860.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1860
 FF1860. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999377  x   0.99997127  =   0.99996504
 FF1860!SPC AR S     -   0.99999377  x   1.00009169  =   1.00008546
 FF1860!UTM  15      -   0.99999377  x   0.99975105  =   0.99974482
 FF1860
 FF1860:                Primary Azimuth Mark                     Grid Az
 FF1860:SPC AR N     -  MCRAE AZ MK                              273 30 11.6
 FF1860:SPC AR S     -  MCRAE AZ MK                              273 30 28.8
 FF1860:UTM  15      -  MCRAE AZ MK                              272 55 46.6
 FF1860
 FF1860_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU1070784918(NAD 83)
 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
 FF1860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1860.See file dsdata.pdf to determine how the superseded data were derived.
 FF1860
 FF1860_MARKER: DS = TRIANGULATION STATION DISK
 FF1860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1860_STAMPING: MC RAE 1954 1967
 FF1860_MARK LOGO: CGS
 FF1860_PROJECTION: FLUSH
 FF1860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1860+STABILITY: SURFACE MOTION
 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, T6N, R7W AND ON LAND
 FF1860'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 = MARCH 20, 2026 22:17:28 EDT
 EH2945 ***********************************************************************
 EH2945  DESIGNATION -  MEANDER
 EH2945  PID         -  EH2945
 EH2945  STATE/COUNTY-  AR/ARKANSAS
 EH2945  COUNTRY     -  US
 EH2945  USGS QUAD   -  ETHEL (2017)
 EH2945
 EH2945                         *CURRENT SURVEY CONTROL
 EH2945  ______________________________________________________________________
 EH2945* NAD 83(1997) POSITION- 34 19 30.23339(N) 091 07 36.60102(W)   ADJUSTED
 EH2945* NAVD 88 ORTHO HEIGHT -    57.25  (+/-2cm)      187.8   (feet) VERTCON3
 EH2945  ______________________________________________________________________
 EH2945  GEOID HEIGHT    -        -26.672 (meters)                     GEOID18
 EH2945  LAPLACE CORR    -         -1.43  (seconds)                    DEFLEC18
 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
 EH2945.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2945.GEOID18 height accuracy estimate available here.
 EH2945
 EH2945.The vertical order pertains to the NGVD 29 superseded value.
 EH2945
 EH2945.Click photographs - Photos may exist for this station.
 EH2945
 EH2945.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2945
 EH2945. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999520  x   0.99993129  =   0.99992649
 EH2945!UTM  15      -   0.99999520  x   0.99996609  =   0.99996129
 EH2945
 EH2945:                Primary Azimuth Mark                     Grid Az
 EH2945:SPC AR S     -  HORTON                                   173 29 26.6
 EH2945:UTM  15      -  HORTON                                   172 55 22.4
 EH2945
 EH2945_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT7233299788(NAD 83)
 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(1993)-  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              57.27   (m)          187.9    (f) LEVELING    3  
 EH2945
 EH2945.Superseded values are not recommended for survey control.
 EH2945
 EH2945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2945.See file dsdata.pdf to determine how the superseded data were derived.
 EH2945
 EH2945_MARKER: DS = TRIANGULATION STATION DISK
 EH2945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2945_STAMPING: MEANDER 1965
 EH2945_MARK LOGO: CGS
 EH2945_PROJECTION: FLUSH
 EH2945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2945+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0888 ***********************************************************************
 GE0888  DESIGNATION -  MELBOURNE
 GE0888  PID         -  GE0888
 GE0888  STATE/COUNTY-  AR/IZARD
 GE0888  COUNTRY     -  US
 GE0888  USGS QUAD   -  MELBOURNE (2017)
 GE0888
 GE0888                         *CURRENT SURVEY CONTROL
 GE0888  ______________________________________________________________________
 GE0888* NAD 83(1997) POSITION- 36 02 33.55900(N) 091 55 48.07494(W)   ADJUSTED
 GE0888* NAVD 88 ORTHO HEIGHT -   227.    (meters)      745.    (feet) SCALED
 GE0888  ______________________________________________________________________
 GE0888  GEOID HEIGHT    -        -27.873 (meters)                     GEOID18
 GE0888  LAPLACE CORR    -          0.26  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0888.GEOID18 height accuracy estimate available here.
 GE0888
 GE0888.Click photographs - Photos may exist for this station.
 GE0888
 GE0888.The Laplace correction was computed from DEFLEC18 derived deflections.
 GE0888
 GE0888. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 GE0888:SPC AR N     -  MELBOURNE MUNICIPAL TANK                 045 00 38.7
 GE0888:UTM  15      -  MELBOURNE MUNICIPAL TANK                 044 25 18.7
 GE0888
 GE0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV9638489209(NAD 83)
 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
 GE0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0888.See file dsdata.pdf to determine how the superseded data were derived.
 GE0888
 GE0888_MARKER: DS = TRIANGULATION STATION DISK
 GE0888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0888_STAMPING: MELBOURNE 1953
 GE0888_MARK LOGO: CGS
 GE0888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0888+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0889 ***********************************************************************
 GE0889  DESIGNATION -  MELBOURNE MUNICIPAL TANK
 GE0889  PID         -  GE0889
 GE0889  STATE/COUNTY-  AR/IZARD
 GE0889  COUNTRY     -  US
 GE0889  USGS QUAD   -  MELBOURNE (2017)
 GE0889
 GE0889                         *CURRENT SURVEY CONTROL
 GE0889  ______________________________________________________________________
 GE0889* NAD 83(1997) POSITION- 36 03 29.88651(N) 091 54 38.57271(W)   ADJUSTED
 GE0889  ______________________________________________________________________
 GE0889  GEOID HEIGHT    -        -27.886 (meters)                     GEOID18
 GE0889  LAPLACE CORR    -          0.71  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0889.GEOID18 height accuracy estimate available here.
 GE0889
 GE0889.Click photographs - Photos may exist for this station.
 GE0889
 GE0889.The Laplace correction was computed from DEFLEC18 derived deflections.
 GE0889
 GE0889. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV9810490963(NAD 83)
 GE0889
 GE0889                          SUPERSEDED SURVEY CONTROL
 GE0889
 GE0889  NAD 83(1986)-  36 03 29.89746(N)    091 54 38.57225(W) AD(       ) 3
 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
 GE0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0889.See file dsdata.pdf to determine how the superseded data were derived.
 GE0889
 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 = MARCH 20, 2026 22:17:28 EDT
 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  COUNTRY     -  US
 AF9599  USGS QUAD   -  FRENCHMANS BAYOU (2017)
 AF9599
 AF9599                         *CURRENT SURVEY CONTROL
 AF9599  ______________________________________________________________________
 AF9599* NAD 83(2011) POSITION- 35 27 56.71223(N) 090 12 20.45003(W)   ADJUSTED
 AF9599* NAD 83(2011) ELLIP HT-    47.777 (meters)        (06/??/19)   ADJUSTED
 AF9599* NAD 83(2011) EPOCH   -  2010.00
 AF9599  ______________________________________________________________________
 AF9599  GEOID HEIGHT    -        -27.621 (meters)                     GEOID18
 AF9599  NAD 83(2011) X  -    -18,669.289 (meters)                     COMP
 AF9599  NAD 83(2011) Y  - -5,200,622.147 (meters)                     COMP
 AF9599  NAD 83(2011) Z  -  3,680,101.693 (meters)                     COMP
 AF9599
 AF9599.Formal positional accuracy estimates are not available for this CORS
 AF9599.because its coordinates were determined in part using modeled velocities.
 AF9599.A time-series residual plot is available that shows daily coordinate
 AF9599.variations relative to the published coordinates and modeled velocities.
 AF9599.Large residuals may indicate a potential error in the modeled velocities.
 AF9599
 AF9599.Residual plot at:
 AF9599.https://geodesy.noaa.gov/CORS/ncn_station_pages/index.html?stationID=MEM1.
 AF9599
 AF9599.The coordinates were established by GPS observations
 AF9599.and adjusted by the National Geodetic Survey in June 2019.
 AF9599
 AF9599.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF9599.been affixed to the stable North American Tectonic Plate. 
 AF9599
 AF9599.The coordinates are valid at the epoch date displayed above
 AF9599.which is a decimal equivalence of Year/Month/Day.
 AF9599
 AF9599.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 AF9599.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 AF9599.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 AF9599.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 AF9599.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 AF9599.published epoch of 2010.00.
 AF9599
 AF9599.Additional information on MYCS is available at:
 AF9599.https://geodesy.noaa.gov/CORS/index.shtml
 AF9599
 AF9599.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9599.GEOID18 height accuracy estimate available here.
 AF9599
 AF9599.The PID for the CORS L1 Phase Center is CQ5991.
 AF9599
 AF9599.Click photographs - Photos may exist for this station.
 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 following values were computed from the NAD 83(2011) position.
 AF9599
 AF9599;                    North         East     Units Scale Factor Converg.
 AF9599;SPC AR N     -   127,115.983   562,847.480   MT  0.99993806   +1 02 38.8
 AF9599;SPC AR N     -   417,046.35  1,846,608.77   sFT  0.99993806   +1 02 38.8
 AF9599;UTM  15      - 3,928,284.609   753,566.125   MT  1.00039241   +1 37 19.8
 AF9599
 AF9599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9599!SPC AR N     -   0.99999250  x   0.99993806  =   0.99993056
 AF9599!UTM  15      -   0.99999250  x   1.00039241  =   1.00038491
 AF9599
 AF9599_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV5356628284(NAD 83)
 AF9599
 AF9599                          SUPERSEDED SURVEY CONTROL
 AF9599
 AF9599  NAD 83(2011)-  35 27 56.71511(N)    090 12 20.45034(W) AD(2010.00) c
 AF9599  ELLIP H (08/??/11)   47.779  (m)                       GP(2010.00) c c
 AF9599  NAD 83(CORS)-  35 27 56.71196(N)    090 12 20.45060(W) AD(2002.00) c
 AF9599  ELLIP H (05/??/02)   47.768  (m)                       GP(2002.00) c c
 AF9599  NAD 83(CORS)-  35 27 56.71109(N)    090 12 20.45103(W) AD(2002.00) c
 AF9599  ELLIP H (03/??/02)   47.800  (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)   47.800  (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)   47.824  (m)                       GP(1996.00) c c
 AF9599
 AF9599.Superseded values are not recommended for survey control.
 AF9599
 AF9599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9599.See file dsdata.pdf to determine how the superseded data were derived.
 AF9599
 AF9599_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AF9599
 AF9599                          STATION DESCRIPTION
 AF9599
 AF9599'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 AF9599'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 AF9599'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 AF9599'AND LOG FILES ACCESSIBLE AT:
 AF9599'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 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  COUNTRY     -  US
 AF9496  USGS QUAD   -  FRENCHMANS BAYOU (2017)
 AF9496
 AF9496                         *CURRENT SURVEY CONTROL
 AF9496  ______________________________________________________________________
 AF9496* NAD 83(2011) POSITION- 35 27 56.52207(N) 090 12 21.74821(W)   ADJUSTED
 AF9496* NAD 83(2011) ELLIP HT-    47.809 (meters)        (04/??/25)   ADJUSTED
 AF9496* NAD 83(2011) EPOCH   -  2010.00
 AF9496* NAVD 88 ORTHO HEIGHT -    75.43  (meters)      247.5   (feet) GPS OBS
 AF9496  ______________________________________________________________________
 AF9496  NAVD 88 orthometric height was determined with an earlier geoid model
 AF9496  GEOID HEIGHT    -        -27.621 (meters)                     GEOID18
 AF9496  NAD 83(2011) X  -    -18,702.033 (meters)                     COMP
 AF9496  NAD 83(2011) Y  - -5,200,625.456 (meters)                     COMP
 AF9496  NAD 83(2011) Z  -  3,680,096.938 (meters)                     COMP
 AF9496
 AF9496  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF9496  Standards:
 AF9496         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF9496            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF9496  -------------------------------------------------------------------
 AF9496  NETWORK    1.14   3.31           0.42   0.51   1.69      0.03710400
 AF9496  -------------------------------------------------------------------
 AF9496
 AF9496.The coordinates were established by GPS observations
 AF9496.and adjusted by the National Geodetic Survey in April 2025.
 AF9496
 AF9496.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF9496.been affixed to the stable North American Tectonic Plate. 
 AF9496
 AF9496.The coordinates are valid at the epoch date displayed above
 AF9496.which is a decimal equivalence of Year/Month/Day.
 AF9496
 AF9496.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 AF9496.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 AF9496.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 AF9496.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 AF9496.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 AF9496.published epoch of 2010.00.
 AF9496
 AF9496.Additional information on MYCS is available at:
 AF9496.https://geodesy.noaa.gov/CORS/index.shtml
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9496.GEOID18 height accuracy estimate available here.
 AF9496
 AF9496.The PID for the CORS L1 Phase Center is AJ7867.
 AF9496
 AF9496.Click photographs - Photos may exist for this station.
 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 following values were computed from the NAD 83(2011) position.
 AF9496
 AF9496;                    North         East     Units Scale Factor Converg.
 AF9496;SPC AR N     -   127,109.527   562,814.863   MT  0.99993806   +1 02 38.1
 AF9496;SPC AR N     -   417,025.17  1,846,501.76   sFT  0.99993806   +1 02 38.1
 AF9496;UTM  15      - 3,928,277.822   753,533.559   MT  1.00039221   +1 37 19.1
 AF9496
 AF9496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9496!SPC AR N     -   0.99999250  x   0.99993806  =   0.99993056
 AF9496!UTM  15      -   0.99999250  x   1.00039221  =   1.00038470
 AF9496
 AF9496_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV5353328277(NAD 83)
 AF9496
 AF9496                          SUPERSEDED SURVEY CONTROL
 AF9496
 AF9496  NAD 83(2011)-  35 27 56.52338(N)    090 12 21.74830(W) AD(2010.00) c
 AF9496  ELLIP H (06/??/19)   47.810  (m)                       GP(2010.00) c c
 AF9496  NAD 83(2011)-  35 27 56.52344(N)    090 12 21.74780(W) AD(2010.00) c
 AF9496  NAD 83(2011)-  35 27 56.52335(N)    090 12 21.74834(W) AD(2010.00) c
 AF9496  ELLIP H (08/??/11)   47.809  (m)                       GP(2010.00) c c
 AF9496  NAD 83(2007)-  35 27 56.52348(N)    090 12 21.74889(W) AD(2002.00) c
 AF9496  NAD 83(CORS)-  35 27 56.52348(N)    090 12 21.74889(W) AD(2002.00) c
 AF9496  ELLIP H (03/??/02)   47.832  (m)                       GP(2002.00) c c
 AF9496  NAD 83(CORS)-  35 27 56.52322(N)    090 12 21.74852(W) AD(1997.00) c
 AF9496  ELLIP H (04/??/96)   47.839  (m)                       GP(1997.00) c c
 AF9496  NAD 83(CORS)-  35 27 56.52322(N)    090 12 21.74852(W) AD(1996.00) c
 AF9496  ELLIP H (04/??/96)   47.839  (m)                       GP(1996.00) c c
 AF9496  NAVD 88 (02/22/00)   75.45   (m)  UNKNOWN  model used  GPS OBS        
 AF9496
 AF9496.Superseded values are not recommended for survey control.
 AF9496
 AF9496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9496.See file dsdata.pdf to determine how the superseded data were derived.
 AF9496
 AF9496_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AF9496
 AF9496                          STATION DESCRIPTION
 AF9496
 AF9496'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 AF9496'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 AF9496'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 AF9496'AND LOG FILES ACCESSIBLE AT:
 AF9496'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EK0845 ***********************************************************************
 EK0845  DESIGNATION -  MENA
 EK0845  PID         -  EK0845
 EK0845  STATE/COUNTY-  AR/POLK
 EK0845  COUNTRY     -  US
 EK0845  USGS QUAD   -  MOUNTAIN FORK (2017)
 EK0845
 EK0845                         *CURRENT SURVEY CONTROL
 EK0845  ______________________________________________________________________
 EK0845* NAD 83(1997) POSITION- 34 41 16.80157(N) 094 23 33.03147(W)   ADJUSTED
 EK0845* NAVD 88 ORTHO HEIGHT -   814.    (meters)     2671.    (feet) SCALED
 EK0845  ______________________________________________________________________
 EK0845  GEOID HEIGHT    -        -30.804 (meters)                     GEOID18
 EK0845  LAPLACE CORR    -          3.72  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0845.GEOID18 height accuracy estimate available here.
 EK0845
 EK0845.Click photographs - Photos may exist for this station.
 EK0845
 EK0845.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0845
 EK0845. The following values were computed from the NAD 83(1997) position.
 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 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 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 OK S     -  CAIRN                                    038 01 30.4
 EK0845:UTM  15      -  CAIRN                                    040 51 55.3
 EK0845
 EK0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU7244639326(NAD 83)
 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(1993)-  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
 EK0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0845.See file dsdata.pdf to determine how the superseded data were derived.
 EK0845
 EK0845_MARKER: DS = TRIANGULATION STATION DISK
 EK0845_SETTING: 80 = SET IN A BOULDER
 EK0845_STAMPING: MENA 1930
 EK0845_MARK LOGO: CGS
 EK0845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0845+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EK0834 ***********************************************************************
 EK0834  DESIGNATION -  MENA HOTEL EAST CHIMNEY
 EK0834  PID         -  EK0834
 EK0834  STATE/COUNTY-  AR/POLK
 EK0834  COUNTRY     -  US
 EK0834  USGS QUAD   -  RICH MOUNTAIN (2017)
 EK0834
 EK0834                         *CURRENT SURVEY CONTROL
 EK0834  ______________________________________________________________________
 EK0834* NAD 83(1997) POSITION- 34 41 04.27508(N) 094 22 08.31352(W)   ADJUSTED
 EK0834  ______________________________________________________________________
 EK0834  GEOID HEIGHT    -        -30.737 (meters)                     GEOID18
 EK0834  LAPLACE CORR    -          3.83  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0834.GEOID18 height accuracy estimate available here.
 EK0834
 EK0834.Click photographs - Photos may exist for this station.
 EK0834
 EK0834.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0834
 EK0834. The following values were computed from the NAD 83(1997) position.
 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 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU7459638911(NAD 83)
 EK0834
 EK0834                          SUPERSEDED SURVEY CONTROL
 EK0834
 EK0834  NAD 83(1993)-  34 41 04.27789(N)    094 22 08.31370(W) AD(       ) 3
 EK0834  NAD 83(1986)-  34 41 04.28031(N)    094 22 08.30804(W) AD(       ) 3
 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
 EK0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0834.See file dsdata.pdf to determine how the superseded data were derived.
 EK0834
 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 = MARCH 20, 2026 22:17:28 EDT
 EK0835 ***********************************************************************
 EK0835  DESIGNATION -  MENA HOTEL FLAGPOLE NORTH SIDE
 EK0835  PID         -  EK0835
 EK0835  STATE/COUNTY-  AR/POLK
 EK0835  COUNTRY     -  US
 EK0835  USGS QUAD   -  RICH MOUNTAIN (2017)
 EK0835
 EK0835                         *CURRENT SURVEY CONTROL
 EK0835  ______________________________________________________________________
 EK0835* NAD 83(1997) POSITION- 34 41 04.73043(N) 094 22 08.60486(W)   ADJUSTED
 EK0835  ______________________________________________________________________
 EK0835  GEOID HEIGHT    -        -30.738 (meters)                     GEOID18
 EK0835  LAPLACE CORR    -          3.83  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0835.GEOID18 height accuracy estimate available here.
 EK0835
 EK0835.Click photographs - Photos may exist for this station.
 EK0835
 EK0835.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0835
 EK0835. The following values were computed from the NAD 83(1997) position.
 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 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU7458938925(NAD 83)
 EK0835
 EK0835                          SUPERSEDED SURVEY CONTROL
 EK0835
 EK0835  NAD 83(1993)-  34 41 04.73329(N)    094 22 08.60543(W) AD(       ) 3
 EK0835  NAD 83(1986)-  34 41 04.73576(N)    094 22 08.59985(W) AD(       ) 3
 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
 EK0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0835.See file dsdata.pdf to determine how the superseded data were derived.
 EK0835
 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 = MARCH 20, 2026 22:17:28 EDT
 EK1035 ***********************************************************************
 EK1035  SACS        -  This is a Secondary Airport Control Station.
 EK1035  DESIGNATION -  MENAPORT
 EK1035  PID         -  EK1035
 EK1035  STATE/COUNTY-  AR/POLK
 EK1035  COUNTRY     -  US
 EK1035  USGS QUAD   -  MENA (2017)
 EK1035
 EK1035                         *CURRENT SURVEY CONTROL
 EK1035  ______________________________________________________________________
 EK1035* NAD 83(2011) POSITION- 34 32 52.28167(N) 094 12 26.98905(W)   ADJUSTED
 EK1035* NAD 83(2011) ELLIP HT-   292.671 (meters)        (06/27/12)   ADJUSTED
 EK1035* NAD 83(2011) EPOCH   -  2010.00
 EK1035* NAVD 88 ORTHO HEIGHT -   322.58  (meters)     1058.3   (feet) GPS OBS
 EK1035  ______________________________________________________________________
 EK1035  NAVD 88 orthometric height was determined with geoid model    GEOID03
 EK1035  GEOID HEIGHT    -        -29.873 (meters)                     GEOID03
 EK1035  GEOID HEIGHT    -        -29.913 (meters)                     GEOID18
 EK1035  NAD 83(2011) X  -   -385,866.173 (meters)                     COMP
 EK1035  NAD 83(2011) Y  - -5,245,101.295 (meters)                     COMP
 EK1035  NAD 83(2011) Z  -  3,596,831.743 (meters)                     COMP
 EK1035  LAPLACE CORR    -          4.06  (seconds)                    DEFLEC18
 EK1035
 EK1035  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 EK1035  Standards:
 EK1035         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 EK1035            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 EK1035  -------------------------------------------------------------------
 EK1035  NETWORK    0.63   1.31           0.27   0.24   0.67      0.00876315
 EK1035  -------------------------------------------------------------------
 EK1035  Click here for local accuracies and other accuracy information.
 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 National Geodetic Survey in June 2012.
 EK1035
 EK1035.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 EK1035.been affixed to the stable North American tectonic plate. See 
 EK1035.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 EK1035
 EK1035.The horizontal coordinates are valid at the epoch date displayed above
 EK1035.which is a decimal equivalence of Year/Month/Day.
 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 published vertical control network.
 EK1035
 EK1035.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK1035.GEOID18 height accuracy estimate available here.
 EK1035
 EK1035.Click photographs - Photos may exist for this station.
 EK1035
 EK1035.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EK1035
 EK1035.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK1035
 EK1035.The ellipsoidal height was determined by GPS observations
 EK1035.and is referenced to NAD 83.
 EK1035
 EK1035. The following values were computed from the NAD 83(2011) position.
 EK1035
 EK1035;                    North         East     Units Scale Factor Converg.
 EK1035;SPC AR S     -   610,835.271   197,403.549   MT  0.99995852   -1 14 07.9
 EK1035;SPC AR S     - 2,004,048.72    647,648.14   sFT  0.99995852   -1 14 07.9
 EK1035;UTM  15      - 3,823,565.999   389,208.292   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU8920823565(NAD 83)
 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  NAD 83(2007)-  34 32 52.28167(N)    094 12 26.98984(W) AD(2002.00) 0
 EK1035  ELLIP H (02/10/07)  292.691  (m)                       GP(2002.00)    
 EK1035  NAD 83(1997)-  34 32 52.28150(N)    094 12 26.98987(W) AD(       ) 1
 EK1035  ELLIP H (03/09/05)  292.674  (m)                       GP(       ) 4 2
 EK1035  ELLIP H (09/24/01)  292.678  (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)  292.746  (m)                       GP(       ) 4 1
 EK1035  NAD 83(1993)-  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)  322.47   (m)  RAPSU86  model used  GPS OBS        
 EK1035
 EK1035.Superseded values are not recommended for survey control.
 EK1035
 EK1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK1035.See file dsdata.pdf to determine how the superseded data were derived.
 EK1035
 EK1035_MARKER: I = METAL ROD
 EK1035_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 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  COUNTRY     -  US
 EK1036  USGS QUAD   -  MENA (2017)
 EK1036
 EK1036                         *CURRENT SURVEY CONTROL
 EK1036  ______________________________________________________________________
 EK1036* NAD 83(2011) POSITION- 34 33 18.65595(N) 094 12 30.84587(W)   ADJUSTED
 EK1036* NAD 83(2011) ELLIP HT-   286.518 (meters)        (06/27/12)   ADJUSTED
 EK1036* NAD 83(2011) EPOCH   -  2010.00
 EK1036* NAVD 88 ORTHO HEIGHT -   316.47  (meters)     1038.3   (feet) GPS OBS
 EK1036  ______________________________________________________________________
 EK1036  NAVD 88 orthometric height was determined with geoid model    GEOID99
 EK1036  GEOID HEIGHT    -        -29.882 (meters)                     GEOID99
 EK1036  GEOID HEIGHT    -        -29.954 (meters)                     GEOID18
 EK1036  NAD 83(2011) X  -   -385,930.049 (meters)                     COMP
 EK1036  NAD 83(2011) Y  - -5,244,629.320 (meters)                     COMP
 EK1036  NAD 83(2011) Z  -  3,597,497.647 (meters)                     COMP
 EK1036  LAPLACE CORR    -          3.97  (seconds)                    DEFLEC18
 EK1036
 EK1036  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 EK1036  Standards:
 EK1036         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 EK1036            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 EK1036  -------------------------------------------------------------------
 EK1036  NETWORK    0.44   1.10           0.20   0.15   0.56      0.08678519
 EK1036  -------------------------------------------------------------------
 EK1036  Click here for local accuracies and other accuracy information.
 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 June 2012.
 EK1036
 EK1036.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 EK1036.been affixed to the stable North American tectonic plate. See 
 EK1036.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 EK1036
 EK1036.The horizontal coordinates are valid at the epoch date displayed above
 EK1036.which is a decimal equivalence of Year/Month/Day.
 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 published vertical control network.
 EK1036
 EK1036.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK1036.GEOID18 height accuracy estimate available here.
 EK1036
 EK1036.Click photographs - Photos may exist for this station.
 EK1036
 EK1036.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EK1036
 EK1036.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK1036
 EK1036.The ellipsoidal height was determined by GPS observations
 EK1036.and is referenced to NAD 83.
 EK1036
 EK1036. The following values were computed from the NAD 83(2011) position.
 EK1036
 EK1036;                    North         East     Units Scale Factor Converg.
 EK1036;SPC AR S     -   611,649.881   197,322.772   MT  0.99995967   -1 14 10.0
 EK1036;SPC AR S     - 2,006,721.32    647,383.13   sFT  0.99995967   -1 14 10.0
 EK1036;UTM  15      - 3,824,379.627   389,119.709   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU8911924379(NAD 83)
 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  NAD 83(2007)-  34 33 18.65594(N)    094 12 30.84666(W) AD(2002.00) 0
 EK1036  ELLIP H (02/10/07)  286.538  (m)                       GP(2002.00)    
 EK1036  ELLIP H (07/20/01)  286.525  (m)                       GP(       ) 4 1
 EK1036  NAD 83(1997)-  34 33 18.65578(N)    094 12 30.84670(W) AD(       ) B
 EK1036  ELLIP H (09/19/97)  286.597  (m)                       GP(       ) 4 1
 EK1036  NAD 83(1993)-  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  NAVD 88 (09/19/97)  316.48   (m)  GEOID96  model used  GPS OBS        
 EK1036  NGVD 29 (11/13/90)  316.41   (m)  RAPSU86  model used  GPS OBS        
 EK1036
 EK1036.Superseded values are not recommended for survey control.
 EK1036
 EK1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK1036.See file dsdata.pdf to determine how the superseded data were derived.
 EK1036
 EK1036_MARKER: I = METAL ROD
 EK1036_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1958 ***********************************************************************
 FF1958  DESIGNATION -  MENESHA
 FF1958  PID         -  FF1958
 FF1958  STATE/COUNTY-  AR/CRITTENDEN
 FF1958  COUNTRY     -  US
 FF1958  USGS QUAD   -  FRENCHMANS BAYOU (2017)
 FF1958
 FF1958                         *CURRENT SURVEY CONTROL
 FF1958  ______________________________________________________________________
 FF1958* NAD 83(1997) POSITION- 35 25 24.15691(N) 090 13 19.56979(W)   ADJUSTED
 FF1958* NAVD 88 ORTHO HEIGHT -    68.    (meters)      223.    (feet) SCALED
 FF1958  ______________________________________________________________________
 FF1958  GEOID HEIGHT    -        -27.562 (meters)                     GEOID18
 FF1958  LAPLACE CORR    -          0.34  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1958.GEOID18 height accuracy estimate available here.
 FF1958
 FF1958.Click photographs - Photos may exist for this station.
 FF1958
 FF1958.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1958
 FF1958. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 FF1958:SPC AR N     -  MENESHA AZ MK                            093 54 17.1
 FF1958:SPC TN       -  MENESHA AZ MK                            097 24 39.9
 FF1958:UTM  15      -  MENESHA AZ MK                            093 19 42.1
 FF1958
 FF1958_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV5220723540(NAD 83)
 FF1958
 FF1958|---------------------------------------------------------------------|
 FF1958| PID    Reference Object                     Distance      Geod. Az  |
 FF1958|                                                           dddmmss.s |
 FF1958| FF2243 MENESHA RM 1                         48.728 METERS 08943     |
 FF1958| FF2245 MENESHA AZ MK                                      0945621.5 |
 FF1958| FF2244 MENESHA RM 2                         27.688 METERS 17309     |
 FF1958| FF2056 TURRELL MUNICIPAL TANK              APPROX. 6.2 KM 2075518.1 |
 FF1958|---------------------------------------------------------------------|
 FF1958
 FF1958                          SUPERSEDED SURVEY CONTROL
 FF1958
 FF1958  NAD 83(1995)-  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
 FF1958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1958.See file dsdata.pdf to determine how the superseded data were derived.
 FF1958
 FF1958_MARKER: DS = TRIANGULATION STATION DISK
 FF1958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1958_STAMPING: MENESHA 1954
 FF1958_MARK LOGO: CGS
 FF1958_PROJECTION: FLUSH
 FF1958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1958+STABILITY: SURFACE MOTION
 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, T9N, R8E,
 FF1958'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 = MARCH 20, 2026 22:17:28 EDT
 DL0319 ***********************************************************************
 DL0319  DESIGNATION -  MERIDIAN MARK
 DL0319  PID         -  DL0319
 DL0319  STATE/COUNTY-  AR/OUACHITA
 DL0319  COUNTRY     -  US
 DL0319  USGS QUAD   -  CAMDEN (2017)
 DL0319
 DL0319                         *CURRENT SURVEY CONTROL
 DL0319  ______________________________________________________________________
 DL0319* NAD 83(1986) POSITION- 33 35 03.     (N) 092 49 50.     (W)   SCALED
 DL0319* NAVD 88 ORTHO HEIGHT -    60.351 (meters)      198.00  (feet) ADJUSTED
 DL0319  ______________________________________________________________________
 DL0319  GEOID HEIGHT    -        -26.291 (meters)                     GEOID18
 DL0319  DYNAMIC HEIGHT  -         60.288 (meters)      197.79  (feet) COMP
 DL0319  MODELED GRAVITY -    979,605.0   (mgal)                       NAVD 88
 DL0319
 DL0319  VERT ORDER      -  FIRST     CLASS II
 DL0319
 DL0319.The horizontal coordinates were scaled from a map and have
 DL0319.an estimated accuracy of +/- 6 seconds.
 DL0319
 DL0319.The orthometric height was determined by differential leveling and
 DL0319.adjusted by the NATIONAL GEODETIC SURVEY
 DL0319.in June 1991.
 DL0319
 DL0319.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0319.GEOID18 height accuracy estimate available here.
 DL0319
 DL0319.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT157160(NAD 83)
 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
 DL0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0319.See file dsdata.pdf to determine how the superseded data were derived.
 DL0319
 DL0319_MARKER: DB = BENCH MARK DISK
 DL0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0319_MARK LOGO: USGS
 DL0319_PROJECTION: PROJECTING 5 CENTIMETERS
 DL0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0319+STABILITY: SURFACE MOTION
 DL0319_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL0319+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2013
 DL0319
 DL0319  HISTORY     - Date     Condition        Report By
 DL0319  HISTORY     - UNK      MONUMENTED       USGS
 DL0319  HISTORY     - 1960     GOOD             CGS
 DL0319  HISTORY     - 1964     GOOD             CGS
 DL0319  HISTORY     - 20081220 GOOD             GEOCAC
 DL0319  HISTORY     - 20090610 GOOD             ARHD
 DL0319  HISTORY     - 20130709 GOOD             ARHD
 DL0319
 DL0319                          STATION DESCRIPTION
 DL0319
 DL0319'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1964
 DL0319'RECOVERED IN GOOD CONDITION.
 DL0319
 DL0319                          STATION RECOVERY (2008)
 DL0319
 DL0319'RECOVERY NOTE BY GEOCACHING 2008 (LPC)
 DL0319'RECOVERED IN GOOD CONDITION.
 DL0319
 DL0319                          STATION RECOVERY (2009)
 DL0319
 DL0319'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2009 (DA)
 DL0319'RECOVERED IN GOOD CONDITION.
 DL0319
 DL0319                          STATION RECOVERY (2013)
 DL0319
 DL0319'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (KBC)
 DL0319'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1091 ***********************************************************************
 EH1091  DESIGNATION -  MESA
 EH1091  PID         -  EH1091
 EH1091  STATE/COUNTY-  AR/PRAIRIE
 EH1091  COUNTRY     -  US
 EH1091  USGS QUAD   -  DE VALLS BLUFF (2017)
 EH1091
 EH1091                         *CURRENT SURVEY CONTROL
 EH1091  ______________________________________________________________________
 EH1091* NAD 83(1997) POSITION- 34 47 04.55266(N) 091 28 48.77398(W)   ADJUSTED
 EH1091* NAVD 88 ORTHO HEIGHT -    68.007 (meters)      223.12  (feet) ADJUSTED
 EH1091  ______________________________________________________________________
 EH1091  GEOID HEIGHT    -        -26.944 (meters)                     GEOID18
 EH1091  LAPLACE CORR    -          0.33  (seconds)                    DEFLEC18
 EH1091  DYNAMIC HEIGHT  -         67.943 (meters)      222.91  (feet) COMP
 EH1091  MODELED GRAVITY -    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 and
 EH1091.adjusted by the NATIONAL GEODETIC SURVEY
 EH1091.in June 1991.
 EH1091
 EH1091.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1091.GEOID18 height accuracy estimate available here.
 EH1091
 EH1091.Click photographs - Photos may exist for this station.
 EH1091
 EH1091.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999355  x   1.00000405  =   0.99999760
 EH1091!UTM  15      -   0.99999355  x   0.99983831  =   0.99983187
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU3905150208(NAD 83)
 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  USSD        -  34 47 04.35900(N)    091 28 48.00100(W) AD(       ) 3
 EH1091  NGVD 29              67.99   (m)          223.1    (f) LEVELING    3  
 EH1091  NGVD 29 (11/26/84)   68.012  (m)          223.14   (f) ADJUSTED    1 2
 EH1091
 EH1091.Superseded values are not recommended for survey control.
 EH1091
 EH1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1091.See file dsdata.pdf to determine how the superseded data were derived.
 EH1091
 EH1091_MARKER: DS = TRIANGULATION STATION DISK
 EH1091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1091_STAMPING: MESA 1916 BM 1920
 EH1091_MARK LOGO: CGS
 EH1091_PROJECTION: FLUSH
 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 - December 15, 2021
 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  HISTORY     - 20140423 GOOD             ARHD
 EH1091  HISTORY     - 20211215 GOOD             ARHD
 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.
 EH1091
 EH1091                          STATION RECOVERY (2014)
 EH1091
 EH1091'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (JDH)
 EH1091'RECOVERED IN GOOD CONDITION.
 EH1091
 EH1091                          STATION RECOVERY (2021)
 EH1091
 EH1091'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2021 (JDH)
 EH1091'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1092 ***********************************************************************
 EH1092  DESIGNATION -  MESA RM 1
 EH1092  PID         -  EH1092
 EH1092  STATE/COUNTY-  AR/PRAIRIE
 EH1092  COUNTRY     -  US
 EH1092  USGS QUAD   -  DE VALLS BLUFF (2017)
 EH1092
 EH1092                         *CURRENT SURVEY CONTROL
 EH1092  ______________________________________________________________________
 EH1092* NAD 83(1986) POSITION- 34 47 04.38   (N) 091 28 48.10   (W)   HD_HELD1
 EH1092* NAVD 88 ORTHO HEIGHT -    68.260 (meters)      223.95  (feet) ADJUSTED
 EH1092  ______________________________________________________________________
 EH1092  GEOID HEIGHT    -        -26.944 (meters)                     GEOID18
 EH1092  DYNAMIC HEIGHT  -         68.196 (meters)      223.74  (feet) COMP
 EH1092  MODELED GRAVITY -    979,696.3   (mgal)                       NAVD 88
 EH1092
 EH1092  VERT ORDER      -  FIRST     CLASS II
 EH1092
 EH1092.The horizontal coordinates were determined by differentially corrected
 EH1092.hand held GPS observations or other comparable positioning techniques
 EH1092.and have an estimated accuracy of +/- 3 meters.
 EH1092
 EH1092.The orthometric height was determined by differential leveling and
 EH1092.adjusted by the NATIONAL GEODETIC SURVEY
 EH1092.in June 1991.
 EH1092
 EH1092.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1092.GEOID18 height accuracy estimate available here.
 EH1092
 EH1092.Click photographs - Photos may exist for this station.
 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     -   635,028.7     447,591.4     MT  (+/- 3 meters HH1 GPS) 
 EH1092
 EH1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU3906850203(NAD 83)
 EH1092
 EH1092                          SUPERSEDED SURVEY CONTROL
 EH1092
 EH1092  NGVD 29 (11/26/84)   68.265  (m)          223.97   (f) ADJUSTED    1 2
 EH1092
 EH1092.Superseded values are not recommended for survey control.
 EH1092
 EH1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1092.See file dsdata.pdf to determine how the superseded data were derived.
 EH1092
 EH1092_MARKER: DR = REFERENCE MARK DISK
 EH1092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1092_STAMPING: MESA RM NO 1 1916 1920
 EH1092_MARK LOGO: CGS
 EH1092_PROJECTION: PROJECTING 12 CENTIMETERS
 EH1092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1092+STABILITY: SURFACE MOTION
 EH1092_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH1092+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2014
 EH1092
 EH1092  HISTORY     - Date     Condition        Report By
 EH1092  HISTORY     - 1935     MONUMENTED       CGS
 EH1092  HISTORY     - 1954     GOOD             CGS
 EH1092  HISTORY     - 20140423 GOOD             ARHD
 EH1092
 EH1092                          STATION DESCRIPTION
 EH1092
 EH1092'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 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.
 EH1092
 EH1092                          STATION RECOVERY (2014)
 EH1092
 EH1092'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (JDH)
 EH1092'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1093 ***********************************************************************
 EH1093  DESIGNATION -  MESA RM 2
 EH1093  PID         -  EH1093
 EH1093  STATE/COUNTY-  AR/PRAIRIE
 EH1093  COUNTRY     -  US
 EH1093  USGS QUAD   -  DE VALLS BLUFF (2017)
 EH1093
 EH1093                         *CURRENT SURVEY CONTROL
 EH1093  ______________________________________________________________________
 EH1093* NAD 83(1986) POSITION- 34 47 04.14   (N) 091 28 49.06   (W)   HD_HELD1
 EH1093* NAVD 88 ORTHO HEIGHT -    68.020 (meters)      223.16  (feet) ADJUSTED
 EH1093  ______________________________________________________________________
 EH1093  GEOID HEIGHT    -        -26.944 (meters)                     GEOID18
 EH1093  DYNAMIC HEIGHT  -         67.956 (meters)      222.95  (feet) COMP
 EH1093  MODELED GRAVITY -    979,696.3   (mgal)                       NAVD 88
 EH1093
 EH1093  VERT ORDER      -  SECOND    CLASS I
 EH1093
 EH1093.The horizontal coordinates were determined by differentially corrected
 EH1093.hand held GPS observations or other comparable positioning techniques
 EH1093.and have an estimated accuracy of +/- 3 meters.
 EH1093
 EH1093.The orthometric height was determined by differential leveling and
 EH1093.adjusted by the NATIONAL GEODETIC SURVEY
 EH1093.in June 2022.
 EH1093
 EH1093.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1093.GEOID18 height accuracy estimate available here.
 EH1093
 EH1093.Click photographs - Photos may exist for this station.
 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     -   635,021.2     447,567.0     MT  (+/- 3 meters HH1 GPS) 
 EH1093
 EH1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU3904450195(NAD 83)
 EH1093
 EH1093                          SUPERSEDED SURVEY CONTROL
 EH1093
 EH1093  NAVD 88 (06/15/91)   68.042  (m)          223.23   (f) SUPERSEDED  1 2
 EH1093  NGVD 29 (11/26/84)   68.046  (m)          223.25   (f) ADJUSTED    1 2
 EH1093
 EH1093.Superseded values are not recommended for survey control.
 EH1093
 EH1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1093.See file dsdata.pdf to determine how the superseded data were derived.
 EH1093
 EH1093_MARKER: DR = REFERENCE MARK DISK
 EH1093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1093_STAMPING: MESA R M 2 B M 1916 1920
 EH1093_MARK LOGO: CGS
 EH1093_PROJECTION: FLUSH
 EH1093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1093+STABILITY: SURFACE MOTION
 EH1093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH1093+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2021
 EH1093
 EH1093  HISTORY     - Date     Condition        Report By
 EH1093  HISTORY     - 1916     MONUMENTED       CGS
 EH1093  HISTORY     - 1954     GOOD             CGS
 EH1093  HISTORY     - 20140423 GOOD             ARHD
 EH1093  HISTORY     - 20211215 GOOD             ARHD
 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.
 EH1093
 EH1093                          STATION RECOVERY (2014)
 EH1093
 EH1093'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (JDH)
 EH1093'RECOVERED IN GOOD CONDITION.
 EH1093
 EH1093                          STATION RECOVERY (2021)
 EH1093
 EH1093'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2021 (JDH)
 EH1093'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0848 ***********************************************************************
 GF0848  DESIGNATION -  METAL
 GF0848  PID         -  GF0848
 GF0848  STATE/COUNTY-  AR/CARROLL
 GF0848  COUNTRY     -  US
 GF0848  USGS QUAD   -  MARBLE (2017)
 GF0848
 GF0848                         *CURRENT SURVEY CONTROL
 GF0848  ______________________________________________________________________
 GF0848* NAD 83(1997) POSITION- 36 12 31.03916(N) 093 33 27.29331(W)   ADJUSTED
 GF0848* NAVD 88 ORTHO HEIGHT -   487.3   (meters)     1599.    (feet) VERTCON3
 GF0848  ______________________________________________________________________
 GF0848  GEOID HEIGHT    -        -28.073 (meters)                     GEOID18
 GF0848  LAPLACE CORR    -          0.26  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0848.GEOID18 height accuracy estimate available here.
 GF0848
 GF0848.Click photographs - Photos may exist for this station.
 GF0848
 GF0848.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0848
 GF0848. The following values were computed from the NAD 83(1997) position.
 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     -   0.99992793  x   0.99999521  =   0.99992314
 GF0848!UTM  15      -   0.99992793  x   0.99963095  =   0.99955890
 GF0848
 GF0848:                Primary Azimuth Mark                     Grid Az
 GF0848:SPC AR N     -  METAL AZ MK                              260 06 14.4
 GF0848:UTM  15      -  METAL AZ MK                              259 31 37.3
 GF0848
 GF0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA4987807232(NAD 83)
 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(1993)-  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
 GF0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0848.See file dsdata.pdf to determine how the superseded data were derived.
 GF0848
 GF0848_MARKER: DS = TRIANGULATION STATION DISK
 GF0848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0848_STAMPING: METAL 1971
 GF0848_MARK LOGO: CGS
 GF0848_PROJECTION: FLUSH
 GF0848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0848+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0841 ***********************************************************************
 GF0841  DESIGNATION -  METALTON ATT MICROWAVE
 GF0841  PID         -  GF0841
 GF0841  STATE/COUNTY-  AR/CARROLL
 GF0841  COUNTRY     -  US
 GF0841  USGS QUAD   -  BERRYVILLE (2017)
 GF0841
 GF0841                         *CURRENT SURVEY CONTROL
 GF0841  ______________________________________________________________________
 GF0841* NAD 83(1997) POSITION- 36 15 59.53015(N) 093 30 56.67584(W)   ADJUSTED
 GF0841  ______________________________________________________________________
 GF0841  GEOID HEIGHT    -        -28.135 (meters)                     GEOID18
 GF0841  LAPLACE CORR    -          0.61  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0841.GEOID18 height accuracy estimate available here.
 GF0841
 GF0841.Click photographs - Photos may exist for this station.
 GF0841
 GF0841.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0841
 GF0841. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA5367413635(NAD 83)
 GF0841
 GF0841                          SUPERSEDED SURVEY CONTROL
 GF0841
 GF0841  NAD 83(1997)-  36 15 59.54139(N)    093 30 56.67583(W) AD(       ) 3
 GF0841  NAD 83(1993)-  36 15 59.54143(N)    093 30 56.67582(W) AD(       ) 3
 GF0841  NAD 83(1986)-  36 15 59.54131(N)    093 30 56.67754(W) AD(       ) 3
 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
 GF0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0841.See file dsdata.pdf to determine how the superseded data were derived.
 GF0841
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1570 ***********************************************************************
 EJ1570  DESIGNATION -  METO
 EJ1570  PID         -  EJ1570
 EJ1570  STATE/COUNTY-  AR/LONOKE
 EJ1570  COUNTRY     -  US
 EJ1570  USGS QUAD   -  JACKSONVILLE (2017)
 EJ1570
 EJ1570                         *CURRENT SURVEY CONTROL
 EJ1570  ______________________________________________________________________
 EJ1570* NAD 83(1997) POSITION- 34 47 06.57377(N) 092 00 05.96896(W)   ADJUSTED
 EJ1570* NAVD 88 ORTHO HEIGHT -    73.141 (meters)      239.96  (feet) ADJUSTED
 EJ1570  ______________________________________________________________________
 EJ1570  GEOID HEIGHT    -        -26.747 (meters)                     GEOID18
 EJ1570  LAPLACE CORR    -         -0.71  (seconds)                    DEFLEC18
 EJ1570  DYNAMIC HEIGHT  -         73.073 (meters)      239.74  (feet) COMP
 EJ1570  MODELED GRAVITY -    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 and
 EJ1570.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1570.in June 1991.
 EJ1570
 EJ1570.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1570.GEOID18 height accuracy estimate available here.
 EJ1570
 EJ1570.Click photographs - Photos may exist for this station.
 EJ1570
 EJ1570.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999272  x   1.00000418  =   0.99999690
 EJ1570!UTM  15      -   0.99999272  x   0.99970283  =   0.99969555
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU9133949672(NAD 83)
 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  USSD        -  34 47 06.40400(N)    092 00 05.13100(W) AD(       ) 3
 EJ1570  NGVD 29 (??/??/92)   73.16   (m)          240.0    (f) COMPUTED    1 2
 EJ1570  NGVD 29 (07/19/86)   73.2    (m)          240.     (f) VERT ANG       
 EJ1570
 EJ1570.Superseded values are not recommended for survey control.
 EJ1570
 EJ1570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1570.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1570
 EJ1570_MARKER: DS = TRIANGULATION STATION DISK
 EJ1570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1570_STAMPING: METO 1916 1920
 EJ1570_MARK LOGO: CGS
 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             CGS
 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EH2995 ***********************************************************************
 EH2995  DESIGNATION -  METO
 EH2995  PID         -  EH2995
 EH2995  STATE/COUNTY-  AR/ARKANSAS
 EH2995  COUNTRY     -  US
 EH2995  USGS QUAD   -  HUMPHREY SW (2017)
 EH2995
 EH2995                         *CURRENT SURVEY CONTROL
 EH2995  ______________________________________________________________________
 EH2995* NAD 83(1997) POSITION- 34 17 37.08650(N) 091 42 25.56514(W)   ADJUSTED
 EH2995* NAVD 88 ORTHO HEIGHT -    55.53  (+/-2cm)      182.2   (feet) VERTCON3
 EH2995  ______________________________________________________________________
 EH2995  GEOID HEIGHT    -        -26.162 (meters)                     GEOID18
 EH2995  LAPLACE CORR    -         -0.73  (seconds)                    DEFLEC18
 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
 EH2995.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2995.GEOID18 height accuracy estimate available here.
 EH2995
 EH2995.The vertical order pertains to the NGVD 29 superseded value.
 EH2995
 EH2995.Click photographs - Photos may exist for this station.
 EH2995
 EH2995.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2995
 EH2995. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999539  x   0.99992867  =   0.99992406
 EH2995!UTM  15      -   0.99999539  x   0.99977452  =   0.99976991
 EH2995
 EH2995:                Primary Azimuth Mark                     Grid Az
 EH2995:SPC AR S     -  PHILLIPS RESET                           269 42 34.2
 EH2995:UTM  15      -  PHILLIPS RESET                           269 08 41.6
 EH2995
 EH2995_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT1898795470(NAD 83)
 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              55.57   (m)          182.3    (f) LEVELING    3  
 EH2995
 EH2995.Superseded values are not recommended for survey control.
 EH2995
 EH2995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2995.See file dsdata.pdf to determine how the superseded data were derived.
 EH2995
 EH2995_MARKER: DS = TRIANGULATION STATION DISK
 EH2995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2995_STAMPING: METO 1965
 EH2995_MARK LOGO: CGS
 EH2995_PROJECTION: FLUSH
 EH2995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2995+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1584 ***********************************************************************
 EJ1584  DESIGNATION -  METO 2
 EJ1584  PID         -  EJ1584
 EJ1584  STATE/COUNTY-  AR/LONOKE
 EJ1584  COUNTRY     -  US
 EJ1584  USGS QUAD   -  JACKSONVILLE (2017)
 EJ1584
 EJ1584                         *CURRENT SURVEY CONTROL
 EJ1584  ______________________________________________________________________
 EJ1584* NAD 83(1997) POSITION- 34 47 07.41319(N) 092 00 05.75021(W)   ADJUSTED
 EJ1584* NAVD 88 ORTHO HEIGHT -    74.395 (meters)      244.08  (feet) ADJUSTED
 EJ1584  ______________________________________________________________________
 EJ1584  GEOID HEIGHT    -        -26.747 (meters)                     GEOID18
 EJ1584  LAPLACE CORR    -         -0.71  (seconds)                    DEFLEC18
 EJ1584  DYNAMIC HEIGHT  -         74.326 (meters)      243.85  (feet) COMP
 EJ1584  MODELED GRAVITY -    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 and
 EJ1584.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1584.in June 1991.
 EJ1584
 EJ1584.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1584.GEOID18 height accuracy estimate available here.
 EJ1584
 EJ1584.Click photographs - Photos may exist for this station.
 EJ1584
 EJ1584.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 EJ1584:SPC AR S     -  METO 2 AZ MK                             060 30 44.9
 EJ1584:UTM  15      -  METO 2 AZ MK                             059 56 31.0
 EJ1584
 EJ1584_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU9134449698(NAD 83)
 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
 EJ1584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1584.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1584
 EJ1584_MARKER: DS = TRIANGULATION STATION DISK
 EJ1584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1584_STAMPING: METO 2 1940
 EJ1584_MARK LOGO: CGS
 EJ1584_PROJECTION: RECESSED 10 CENTIMETERS
 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             CGS
 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EH2403 ***********************************************************************
 EH2403  DESIGNATION -  METO 2 AZ MK
 EH2403  PID         -  EH2403
 EH2403  STATE/COUNTY-  AR/LONOKE
 EH2403  COUNTRY     -  US
 EH2403  USGS QUAD   -  LONOKE (2017)
 EH2403
 EH2403                         *CURRENT SURVEY CONTROL
 EH2403  ______________________________________________________________________
 EH2403* NAD 83(1986) POSITION- 34 47 18.     (N) 091 59 44.     (W)   SCALED
 EH2403* NAVD 88 ORTHO HEIGHT -    75.041 (meters)      246.20  (feet) ADJUSTED
 EH2403  ______________________________________________________________________
 EH2403  GEOID HEIGHT    -        -26.757 (meters)                     GEOID18
 EH2403  DYNAMIC HEIGHT  -         74.972 (meters)      245.97  (feet) COMP
 EH2403  MODELED GRAVITY -    979,707.4   (mgal)                       NAVD 88
 EH2403
 EH2403  VERT ORDER      -  FIRST     CLASS II
 EH2403
 EH2403.The horizontal coordinates were scaled from a map and have
 EH2403.an estimated accuracy of +/- 6 seconds.
 EH2403
 EH2403.The orthometric height was determined by differential leveling and
 EH2403.adjusted by the NATIONAL GEODETIC SURVEY
 EH2403.in June 1991.
 EH2403
 EH2403.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2403.GEOID18 height accuracy estimate available here.
 EH2403
 EH2403.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU918500(NAD 83)
 EH2403
 EH2403                          SUPERSEDED SURVEY CONTROL
 EH2403
 EH2403  NGVD 29 (11/26/84)   75.064  (m)          246.27   (f) ADJUSTED    1 2
 EH2403
 EH2403.Superseded values are not recommended for survey control.
 EH2403
 EH2403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2403.See file dsdata.pdf to determine how the superseded data were derived.
 EH2403
 EH2403_MARKER: DZ = AZIMUTH MARK DISK
 EH2403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2403_STAMPING: METO 2 1940
 EH2403_MARK LOGO: CGS
 EH2403_PROJECTION: FLUSH
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1586 ***********************************************************************
 EJ1586  DESIGNATION -  METO 2 RM 2
 EJ1586  PID         -  EJ1586
 EJ1586  STATE/COUNTY-  AR/LONOKE
 EJ1586  COUNTRY     -  US
 EJ1586  USGS QUAD   -  JACKSONVILLE (2017)
 EJ1586
 EJ1586                         *CURRENT SURVEY CONTROL
 EJ1586  ______________________________________________________________________
 EJ1586* NAD 83(1986) POSITION- 34 47 07.33   (N) 092 00 04.56   (W)   HD_HELD1
 EJ1586* NAVD 88 ORTHO HEIGHT -    74.878 (meters)      245.66  (feet) ADJUSTED
 EJ1586  ______________________________________________________________________
 EJ1586  GEOID HEIGHT    -        -26.747 (meters)                     GEOID18
 EJ1586  DYNAMIC HEIGHT  -         74.808 (meters)      245.43  (feet) COMP
 EJ1586  MODELED GRAVITY -    979,707.5   (mgal)                       NAVD 88
 EJ1586
 EJ1586  VERT ORDER      -  FIRST     CLASS II
 EJ1586
 EJ1586.The horizontal coordinates were determined by differentially corrected
 EJ1586.hand held GPS observations or other comparable positioning techniques
 EJ1586.and have an estimated accuracy of +/- 3 meters.
 EJ1586
 EJ1586.The orthometric height was determined by differential leveling and
 EJ1586.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1586.in June 1991.
 EJ1586
 EJ1586.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1586.GEOID18 height accuracy estimate available here.
 EJ1586
 EJ1586.Click photographs - Photos may exist for this station.
 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     -   634,998.7     399,884.1     MT  (+/- 3 meters HH1 GPS) 
 EJ1586
 EJ1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU9137549696(NAD 83)
 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
 EJ1586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1586.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1586
 EJ1586_MARKER: DR = REFERENCE MARK DISK
 EJ1586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1586_STAMPING: METO 2 NO 2 1916 1920 1940
 EJ1586_MARK LOGO: CGS
 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             CGS
 EJ1586
 EJ1586                          STATION DESCRIPTION
 EJ1586
 EJ1586'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1582 ***********************************************************************
 EJ1582  DESIGNATION -  METO RM 1
 EJ1582  PID         -  EJ1582
 EJ1582  STATE/COUNTY-  AR/LONOKE
 EJ1582  COUNTRY     -  US
 EJ1582  USGS QUAD   -  JACKSONVILLE (2017)
 EJ1582
 EJ1582                         *CURRENT SURVEY CONTROL
 EJ1582  ______________________________________________________________________
 EJ1582* NAD 83(1986) POSITION- 34 47 07.43   (N) 092 00 06.89   (W)   HD_HELD1
 EJ1582* NAVD 88 ORTHO HEIGHT -    74.502 (meters)      244.43  (feet) ADJUSTED
 EJ1582  ______________________________________________________________________
 EJ1582  GEOID HEIGHT    -        -26.747 (meters)                     GEOID18
 EJ1582  DYNAMIC HEIGHT  -         74.433 (meters)      244.20  (feet) COMP
 EJ1582  MODELED GRAVITY -    979,707.5   (mgal)                       NAVD 88
 EJ1582
 EJ1582  VERT ORDER      -  FIRST     CLASS II
 EJ1582
 EJ1582.The horizontal coordinates were determined by differentially corrected
 EJ1582.hand held GPS observations or other comparable positioning techniques
 EJ1582.and have an estimated accuracy of +/- 3 meters.
 EJ1582
 EJ1582.The orthometric height was determined by differential leveling and
 EJ1582.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1582.in June 1991.
 EJ1582
 EJ1582.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1582.GEOID18 height accuracy estimate available here.
 EJ1582
 EJ1582.Click photographs - Photos may exist for this station.
 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     -   635,001.8     399,824.8     MT  (+/- 3 meters HH1 GPS) 
 EJ1582
 EJ1582_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU9131549698(NAD 83)
 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
 EJ1582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1582.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1582
 EJ1582_MARKER: DR = REFERENCE MARK DISK
 EJ1582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1582_STAMPING: R M 1 METO 1916 1920
 EJ1582_MARK LOGO: CGS
 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             CGS
 EJ1582  HISTORY     - 1967     MARK NOT FOUND   CGS
 EJ1582
 EJ1582                          STATION DESCRIPTION
 EJ1582
 EJ1582'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1967
 EJ1582'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1853 ***********************************************************************
 FG1853  DESIGNATION -  MIDWAY
 FG1853  PID         -  FG1853
 FG1853  STATE/COUNTY-  AR/YELL
 FG1853  COUNTRY     -  US
 FG1853  USGS QUAD   -  DANVILLE (2017)
 FG1853
 FG1853                         *CURRENT SURVEY CONTROL
 FG1853  ______________________________________________________________________
 FG1853* NAD 83(1997) POSITION- 35 04 50.51345(N) 093 24 46.71520(W)   ADJUSTED
 FG1853* NAVD 88 ORTHO HEIGHT -   114.    (meters)      374.    (feet) SCALED
 FG1853  ______________________________________________________________________
 FG1853  GEOID HEIGHT    -        -29.630 (meters)                     GEOID18
 FG1853  LAPLACE CORR    -          2.02  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1853.GEOID18 height accuracy estimate available here.
 FG1853
 FG1853.Click photographs - Photos may exist for this station.
 FG1853
 FG1853.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1853
 FG1853. The following values were computed from the NAD 83(1997) position.
 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  =   0.99960423
 FG1853
 FG1853:                Primary Azimuth Mark                     Grid Az
 FG1853:SPC AR N     -  DANVILLE MUNICIPAL TANK                  148 50 47.4
 FG1853:UTM  15      -  DANVILLE MUNICIPAL TANK                  148 15 41.9
 FG1853
 FG1853_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU6235282070(NAD 83)
 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(1993)-  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
 FG1853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1853.See file dsdata.pdf to determine how the superseded data were derived.
 FG1853
 FG1853_MARKER: DS = TRIANGULATION STATION DISK
 FG1853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1853_STAMPING: MIDWAY 1940
 FG1853_MARK LOGO: CGS
 FG1853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1853+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DQ4461 ***********************************************************************
 DQ4461  DESIGNATION -  MIKE HENDRICKS
 DQ4461  PID         -  DQ4461
 DQ4461  STATE/COUNTY-  AR/JEFFERSON
 DQ4461  COUNTRY     -  US
 DQ4461  USGS QUAD   -  LADD (2017)
 DQ4461
 DQ4461                         *CURRENT SURVEY CONTROL
 DQ4461  ______________________________________________________________________
 DQ4461* NAD 83(1986) POSITION- 34 14 40.29   (N) 091 54 12.52   (W)   HD_HELD1
 DQ4461* NAVD 88 ORTHO HEIGHT -    62.611 (meters)      205.42  (feet) ADJUSTED
 DQ4461  ______________________________________________________________________
 DQ4461  GEOID HEIGHT    -        -26.027 (meters)                     GEOID18
 DQ4461  DYNAMIC HEIGHT  -         62.550 (meters)      205.22  (feet) COMP
 DQ4461  MODELED GRAVITY -    979,666.0   (mgal)                       NAVD 88
 DQ4461
 DQ4461  VERT ORDER      -  FIRST     CLASS II
 DQ4461
 DQ4461.The horizontal coordinates were determined by differentially corrected
 DQ4461.hand held GPS observations or other comparable positioning techniques
 DQ4461.and have an estimated accuracy of +/- 3 meters.
 DQ4461
 DQ4461.The orthometric height was determined by differential leveling and
 DQ4461.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4461.in February 2017.
 DQ4461
 DQ4461.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4461.GEOID18 height accuracy estimate available here.
 DQ4461
 DQ4461.Click photographs - Photos may exist for this station.
 DQ4461
 DQ4461.The dynamic height is computed by dividing the NAVD 88
 DQ4461.geopotential number by the normal gravity value computed on the
 DQ4461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4461.degrees latitude (g = 980.6199 gals.).
 DQ4461
 DQ4461.The modeled gravity was interpolated from observed gravity values.
 DQ4461
 DQ4461;                    North         East    Units  Estimated Accuracy
 DQ4461;SPC AR S     -   575,008.7     408,890.9     MT  (+/- 3 meters HH1 GPS) 
 DQ4461
 DQ4461_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT0097289812(NAD 83)
 DQ4461
 DQ4461                          SUPERSEDED SURVEY CONTROL
 DQ4461
 DQ4461.No superseded survey control is available for this station.
 DQ4461
 DQ4461_MARKER: DD = SURVEY DISK
 DQ4461_SETTING: 41 = SET IN A LARGE STRUCTURE WITH FOUNDATIONS ON BEDROCK
 DQ4461_SP_SET: RIVER WALL
 DQ4461_STAMPING: MIKE HENDRICKS 2009
 DQ4461_MARK LOGO: USACE
 DQ4461_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ4461_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DQ4461+STABILITY: POSITION/ELEVATION WELL
 DQ4461_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ4461+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2015
 DQ4461
 DQ4461  HISTORY     - Date     Condition        Report By
 DQ4461  HISTORY     - 20091014 MONUMENTED       USACE
 DQ4461  HISTORY     - 20150601 GOOD             ARHD
 DQ4461
 DQ4461                          STATION DESCRIPTION
 DQ4461
 DQ4461'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 DQ4461'THE STATION IS LOCATED ABOUT 6.1 MI (9.8 KM) SOUTH-SOUTHWEST OF
 DQ4461'ALTHEIMER, 5.8 MI (9.3 KM) EAST OF PINE BLUFF AND 2.5 MI (4.0 KM)
 DQ4461'SOUTH OF ROB ROY.  OWNERSHIP--CORPS OF ENGINEER.
 DQ4461'
 DQ4461'TO REACH FROM THE INTERSECTION OF US HIGHWAY 79/63 AND US HIGHWAY 65
 DQ4461'B, GO NORTH ON HIGHWAY 79/63 FOR 4.7 MI (7.6 KM) TURN LEFT ON COUNTY
 DQ4461'ROAD FRENCH TOWN AUBURN LEVEE ROAD AND GO FOR 0.1 MI (0.2 KM) TURN
 DQ4461'RIGHT ON COUNTY ROAD CHARLES WOODEN ROAD AND GO FOR 0.3 MI (0.5 KM)
 DQ4461'THRU THE CORPS OF ENGINEER GATE, THEN GO SOUTH ALONG THE RIVER WALL
 DQ4461'FOR 0.25 MI (0.40 KM) TO THE STATION ON THE LEFT.
 DQ4461'
 DQ4461'IT IS LOCATED ON THE DOWNSTREAM RIVER GUIDE WALL AT EMMETT SANDERS
 DQ4461'LOCK AND DAM ON THE ARKANSAS RIVER IN PINE BLUFF, AR.  THE DISK IS
 DQ4461'LOCATED ON THE NOSE AT THE END OF THE DOWNSTREAM RIVER GUIDE WALL.
 DQ4461'ACCESS TO THIS POINT MAY BE RESTRICTED.
 DQ4461'
 DQ4461'IT IS 11 FT (3.4 M) NORTH OF A WIND SOCK, 9 FT (2.7 M) EAST OF A LIGHT
 DQ4461'POLE AND 5 FT (1.5 M) SOUTH OF THE CORNER OF A GUARDRAIL.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GE0500 ***********************************************************************
 GE0500  DESIGNATION -  MILEPOST 230
 GE0500  PID         -  GE0500
 GE0500  STATE/COUNTY-  AR/LAWRENCE
 GE0500  COUNTRY     -  US
 GE0500  USGS QUAD   -  BLACK ROCK (2017)
 GE0500
 GE0500                         *CURRENT SURVEY CONTROL
 GE0500  ______________________________________________________________________
 GE0500* NAD 83(1986) POSITION- 36 00 02.     (N) 091 00 34.     (W)   SCALED
 GE0500* NAVD 88 ORTHO HEIGHT -    79.80  (+/-2cm)      261.8   (feet) VERTCON3
 GE0500  ______________________________________________________________________
 GE0500  GEOID HEIGHT    -        -28.011 (meters)                     GEOID18
 GE0500  VERT ORDER      -  ? (See Below)
 GE0500
 GE0500.The horizontal coordinates were scaled from a 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
 GE0500.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0500.GEOID18 height accuracy estimate available here.
 GE0500
 GE0500.The vertical order pertains to the NGVD 29 superseded value.
 GE0500
 GE0500.Click photographs - Photos may exist for this station.
 GE0500
 GE0500;                    North         East    Units  Estimated Accuracy
 GE0500;SPC AR N     -   185,420.      489,310.      MT  (+/- 180 meters Scaled)
 GE0500
 GE0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV794858(NAD 83)
 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
 GE0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0500.See file dsdata.pdf to determine how the superseded data were derived.
 GE0500
 GE0500_MARKER: B = BOLT
 GE0500_SETTING: 7 = 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             CGS
 GE0500
 GE0500                          STATION DESCRIPTION
 GE0500
 GE0500'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FF0523 ***********************************************************************
 FF0523  DESIGNATION -  MILEPOST 285
 FF0523  PID         -  FF0523
 FF0523  STATE/COUNTY-  AR/CROSS
 FF0523  COUNTRY     -  US
 FF0523  USGS QUAD   -  WYNNE (2017)
 FF0523
 FF0523                         *CURRENT SURVEY CONTROL
 FF0523  ______________________________________________________________________
 FF0523* NAD 83(1986) POSITION- 35 09 32.     (N) 090 48 24.     (W)   SCALED
 FF0523* NAVD 88 ORTHO HEIGHT -    77.169 (meters)      253.18  (feet) ADJUSTED
 FF0523  ______________________________________________________________________
 FF0523  GEOID HEIGHT    -        -27.092 (meters)                     GEOID18
 FF0523  DYNAMIC HEIGHT  -         77.099 (meters)      252.95  (feet) COMP
 FF0523  MODELED GRAVITY -    979,727.0   (mgal)                       NAVD 88
 FF0523
 FF0523  VERT ORDER      -  FIRST     CLASS II
 FF0523
 FF0523.The horizontal coordinates were scaled from a map and have
 FF0523.an estimated accuracy of +/- 6 seconds.
 FF0523
 FF0523.The orthometric height was determined by differential leveling and
 FF0523.adjusted by the NATIONAL GEODETIC SURVEY
 FF0523.in June 1991.
 FF0523
 FF0523.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0523.GEOID18 height accuracy estimate available here.
 FF0523
 FF0523.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU997928(NAD 83)
 FF0523
 FF0523                          SUPERSEDED SURVEY CONTROL
 FF0523
 FF0523  NGVD 29 (11/26/84)   77.139  (m)          253.08   (f) ADJUSTED    1 2
 FF0523
 FF0523.Superseded values are not recommended for survey control.
 FF0523
 FF0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0523.See file dsdata.pdf to determine how the superseded data were derived.
 FF0523
 FF0523_MARKER: B = BOLT
 FF0523_SETTING: 7 = 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 = MARCH 20, 2026 22:17:28 EDT
 FF0516 ***********************************************************************
 FF0516  DESIGNATION -  MILEPOST 290
 FF0516  PID         -  FF0516
 FF0516  STATE/COUNTY-  AR/ST FRANCIS
 FF0516  COUNTRY     -  US
 FF0516  USGS QUAD   -  FORREST CITY (2017)
 FF0516
 FF0516                         *CURRENT SURVEY CONTROL
 FF0516  ______________________________________________________________________
 FF0516* NAD 83(1986) POSITION- 35 05 18.     (N) 090 49 06.     (W)   SCALED
 FF0516* NAVD 88 ORTHO HEIGHT -    75.567 (meters)      247.92  (feet) ADJUSTED
 FF0516  ______________________________________________________________________
 FF0516  GEOID HEIGHT    -        -26.999 (meters)                     GEOID18
 FF0516  DYNAMIC HEIGHT  -         75.499 (meters)      247.70  (feet) COMP
 FF0516  MODELED GRAVITY -    979,727.6   (mgal)                       NAVD 88
 FF0516
 FF0516  VERT ORDER      -  FIRST     CLASS II
 FF0516
 FF0516.The horizontal coordinates were scaled from a map and have
 FF0516.an estimated accuracy of +/- 6 seconds.
 FF0516
 FF0516.The orthometric height was determined by differential leveling and
 FF0516.adjusted by the NATIONAL GEODETIC SURVEY
 FF0516.in June 1991.
 FF0516
 FF0516.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0516.GEOID18 height accuracy estimate available here.
 FF0516
 FF0516.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU988850(NAD 83)
 FF0516
 FF0516                          SUPERSEDED SURVEY CONTROL
 FF0516
 FF0516  NGVD 29 (11/26/84)   75.542  (m)          247.84   (f) ADJUSTED    1 2
 FF0516
 FF0516.Superseded values are not recommended for survey control.
 FF0516
 FF0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0516.See file dsdata.pdf to determine how the superseded data were derived.
 FF0516
 FF0516_MARKER: B = BOLT
 FF0516_SETTING: 7 = 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 = MARCH 20, 2026 22:17:28 EDT
 FF0559 ***********************************************************************
 FF0559  DESIGNATION -  MILEPOST 325
 FF0559  PID         -  FF0559
 FF0559  STATE/COUNTY-  AR/CROSS
 FF0559  COUNTRY     -  US
 FF0559  USGS QUAD   -  HAMLIN (2017)
 FF0559
 FF0559                         *CURRENT SURVEY CONTROL
 FF0559  ______________________________________________________________________
 FF0559* NAD 83(1986) POSITION- 35 14 05.     (N) 090 55 28.     (W)   SCALED
 FF0559* NAVD 88 ORTHO HEIGHT -    66.787 (meters)      219.12  (feet) ADJUSTED
 FF0559  ______________________________________________________________________
 FF0559  GEOID HEIGHT    -        -27.203 (meters)                     GEOID18
 FF0559  DYNAMIC HEIGHT  -         66.727 (meters)      218.92  (feet) COMP
 FF0559  MODELED GRAVITY -    979,737.2   (mgal)                       NAVD 88
 FF0559
 FF0559  VERT ORDER      -  FIRST     CLASS II
 FF0559
 FF0559.The horizontal coordinates were scaled from a map and have
 FF0559.an estimated accuracy of +/- 6 seconds.
 FF0559
 FF0559.The orthometric height was determined by differential leveling and
 FF0559.adjusted by the NATIONAL GEODETIC SURVEY
 FF0559.in June 1991.
 FF0559
 FF0559.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0559.GEOID18 height accuracy estimate available here.
 FF0559
 FF0559.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV888010(NAD 83)
 FF0559
 FF0559                          SUPERSEDED SURVEY CONTROL
 FF0559
 FF0559  NGVD 29 (11/26/84)   66.755  (m)          219.01   (f) ADJUSTED    1 2
 FF0559
 FF0559.Superseded values are not recommended for survey control.
 FF0559
 FF0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0559.See file dsdata.pdf to determine how the superseded data were derived.
 FF0559
 FF0559_MARKER: B = BOLT
 FF0559_SETTING: 7 = 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 = MARCH 20, 2026 22:17:28 EDT
 FF0545 ***********************************************************************
 FF0545  DESIGNATION -  MILEPOST 330
 FF0545  PID         -  FF0545
 FF0545  STATE/COUNTY-  AR/CROSS
 FF0545  COUNTRY     -  US
 FF0545  USGS QUAD   -  WYNNE (2017)
 FF0545
 FF0545                         *CURRENT SURVEY CONTROL
 FF0545  ______________________________________________________________________
 FF0545* NAD 83(1986) POSITION- 35 13 42.     (N) 090 50 06.     (W)   SCALED
 FF0545* NAVD 88 ORTHO HEIGHT -    70.910 (meters)      232.64  (feet) ADJUSTED
 FF0545  ______________________________________________________________________
 FF0545  GEOID HEIGHT    -        -27.186 (meters)                     GEOID18
 FF0545  DYNAMIC HEIGHT  -         70.846 (meters)      232.43  (feet) COMP
 FF0545  MODELED GRAVITY -    979,734.9   (mgal)                       NAVD 88
 FF0545
 FF0545  VERT ORDER      -  FIRST     CLASS II
 FF0545
 FF0545.The horizontal coordinates were scaled from a map and have
 FF0545.an estimated accuracy of +/- 6 seconds.
 FF0545
 FF0545.The orthometric height was determined by differential leveling and
 FF0545.adjusted by the NATIONAL GEODETIC SURVEY
 FF0545.in June 1991.
 FF0545
 FF0545.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0545.GEOID18 height accuracy estimate available here.
 FF0545
 FF0545.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV970005(NAD 83)
 FF0545
 FF0545                          SUPERSEDED SURVEY CONTROL
 FF0545
 FF0545  NGVD 29 (11/26/84)   70.878  (m)          232.54   (f) ADJUSTED    1 2
 FF0545
 FF0545.Superseded values are not recommended for survey control.
 FF0545
 FF0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0545.See file dsdata.pdf to determine how the superseded data were derived.
 FF0545
 FF0545_MARKER: B = BOLT
 FF0545_SETTING: 7 = 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 = MARCH 20, 2026 22:17:28 EDT
 DQ8686 ***********************************************************************
 DQ8686  DESIGNATION -  MILHOLEN
 DQ8686  PID         -  DQ8686
 DQ8686  STATE/COUNTY-  AR/DESHA
 DQ8686  COUNTRY     -  US
 DQ8686  USGS QUAD   -  MCGEHEE NORTH (2017)
 DQ8686
 DQ8686                         *CURRENT SURVEY CONTROL
 DQ8686  ______________________________________________________________________
 DQ8686* NAD 83(2011) POSITION- 33 40 23.42007(N) 091 25 26.41187(W)   ADJUSTED
 DQ8686* NAD 83(2011) ELLIP HT-    18.242 (meters)        (02/01/24)   ADJUSTED
 DQ8686* NAD 83(2011) EPOCH   -  2010.00
 DQ8686* NAVD 88 ORTHO HEIGHT -    44.314 (meters)      145.39  (feet) ADJUSTED
 DQ8686  ______________________________________________________________________
 DQ8686  GEOID HEIGHT    -        -26.168 (meters)                     GEOID18
 DQ8686  NAD 83(2011) X  -   -132,044.711 (meters)                     COMP
 DQ8686  NAD 83(2011) Y  - -5,311,818.327 (meters)                     COMP
 DQ8686  NAD 83(2011) Z  -  3,516,345.126 (meters)                     COMP
 DQ8686  LAPLACE CORR    -         -2.60  (seconds)                    DEFLEC18
 DQ8686  DYNAMIC HEIGHT  -         44.268 (meters)      145.24  (feet) COMP
 DQ8686  MODELED GRAVITY -    979,612.1   (mgal)                       NAVD 88
 DQ8686
 DQ8686  VERT ORDER      -  SECOND    CLASS I
 DQ8686
 DQ8686  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ8686  Standards:
 DQ8686         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ8686            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ8686  -------------------------------------------------------------------
 DQ8686  NETWORK    1.14   1.84           0.49   0.44   0.94     -0.14458435
 DQ8686  -------------------------------------------------------------------
 DQ8686  Click here for local accuracies and other accuracy information.
 DQ8686
 DQ8686.The horizontal coordinates were established by GPS observations
 DQ8686.and adjusted by the ARKANSAS DEPT OF TRANS in February 2024.
 DQ8686
 DQ8686.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ8686.been affixed to the stable North American tectonic plate. See 
 DQ8686.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ8686
 DQ8686.The horizontal coordinates are valid at the epoch date displayed above
 DQ8686.which is a decimal equivalence of Year/Month/Day.
 DQ8686
 DQ8686.The orthometric height was determined by differential leveling and
 DQ8686.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8686.in July 2018.
 DQ8686
 DQ8686.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8686.GEOID18 height accuracy estimate available here.
 DQ8686
 DQ8686.Click photographs - Photos may exist for this station.
 DQ8686
 DQ8686.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ8686
 DQ8686.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ8686
 DQ8686.The ellipsoidal height was determined by GPS observations
 DQ8686.and is referenced to NAD 83.
 DQ8686
 DQ8686.The dynamic height is computed by dividing the NAVD 88
 DQ8686.geopotential number by the normal gravity value computed on the
 DQ8686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8686.degrees latitude (g = 980.6199 gals.).
 DQ8686
 DQ8686.The modeled gravity was interpolated from observed gravity values.
 DQ8686
 DQ8686. The following values were computed from the NAD 83(2011) position.
 DQ8686
 DQ8686;                    North         East     Units Scale Factor Converg.
 DQ8686;SPC AR S     -   511,784.197   453,412.679   MT  0.99993822   +0 19 20.6
 DQ8686;SPC AR S     - 1,679,078.65  1,487,571.43   sFT  0.99993822   +0 19 20.6
 DQ8686;UTM  15      - 3,727,033.198   646,102.048   MT  0.99986316   +0 52 26.3
 DQ8686
 DQ8686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ8686!SPC AR S     -   0.99999714  x   0.99993822  =   0.99993536
 DQ8686!UTM  15      -   0.99999714  x   0.99986316  =   0.99986030
 DQ8686
 DQ8686_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT4610227033(NAD 83)
 DQ8686
 DQ8686                          SUPERSEDED SURVEY CONTROL
 DQ8686
 DQ8686  NAD 83(2011)-  33 40 23.42012(N)    091 25 26.41161(W) AD(2010.00) 0
 DQ8686  ELLIP H (06/24/19)   18.156  (m)                       GP(2010.00)    
 DQ8686  NAVD 88 (02/01/24)   44.39   (m)  GEOID18  model used  GPS OBS        
 DQ8686
 DQ8686.Superseded values are not recommended for survey control.
 DQ8686
 DQ8686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ8686.See file dsdata.pdf to determine how the superseded data were derived.
 DQ8686
 DQ8686_MARKER: F = FLANGE-ENCASED ROD
 DQ8686_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DQ8686_STAMPING: MILHOLEN 2018
 DQ8686_MARK LOGO: NGS
 DQ8686_PROJECTION: FLUSH
 DQ8686_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DQ8686_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8686_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8686+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2022
 DQ8686_ROD/PIPE-DEPTH: 9.75 meters
 DQ8686_SLEEVE-DEPTH  : 0.6 meters
 DQ8686
 DQ8686  HISTORY     - Date     Condition        Report By
 DQ8686  HISTORY     - 20180313 MONUMENTED       ARHD
 DQ8686  HISTORY     - 20220810 GOOD             ARHD
 DQ8686
 DQ8686                          STATION DESCRIPTION
 DQ8686
 DQ8686'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (JDH)
 DQ8686'THE STATION IS LOCATED ABOUT 7.6 MI (12.2 KM) SOUTH-SOUTHEAST OF
 DQ8686'WINCHESTER, 5.3 MI (8.5 KM) WEST-SOUTHWEST OF MCARTHUR AND 3.4 MI (5.5
 DQ8686'KM) NORTH-NORTHWEST OF MCGEHEE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ8686'
 DQ8686'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 277,
 DQ8686'GO SOUTH ON HIGHWAY 65 FOR 3.0 MI (4.8 KM) TO THE STATION ON THE LEFT
 DQ8686'IN THE MEDIAN.
 DQ8686'
 DQ8686'IT IS 48 FT (14.6 M) WEST OF HIGHWAY 65 NORTH BOUND CENTERLINE, 46 FT
 DQ8686'(14.0 M) SOUTH OF A TURN AROUND CENTERLINE, 36 FT (11.0 M) EAST OF
 DQ8686'HIGHWAY 65 SOUTH BOUND CENTERLINE AND 2 FT (0.6 M) SOUTH OF A WITNESS
 DQ8686'POST.
 DQ8686'
 DQ8686'NOTE-ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH (13 CM) LOGO CAP.
 DQ8686
 DQ8686                          STATION RECOVERY (2022)
 DQ8686
 DQ8686'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2022 (JDH)
 DQ8686'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ2042 ***********************************************************************
 EJ2042  DESIGNATION -  MILL
 EJ2042  PID         -  EJ2042
 EJ2042  STATE/COUNTY-  AR/SCOTT
 EJ2042  COUNTRY     -  US
 EJ2042  USGS QUAD   -  BRUSHY CREEK MOUNTAIN (2017)
 EJ2042
 EJ2042                         *CURRENT SURVEY CONTROL
 EJ2042  ______________________________________________________________________
 EJ2042* NAD 83(1997) POSITION- 34 42 49.94409(N) 093 49 20.91408(W)   ADJUSTED
 EJ2042* NAVD 88 ORTHO HEIGHT -   536.5   (meters)     1760.    (feet) VERTCON3
 EJ2042  ______________________________________________________________________
 EJ2042  GEOID HEIGHT    -        -29.583 (meters)                     GEOID18
 EJ2042  LAPLACE CORR    -          4.03  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ2042.GEOID18 height accuracy estimate available here.
 EJ2042
 EJ2042.Click photographs - Photos may exist for this station.
 EJ2042
 EJ2042.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ2042
 EJ2042. The following values were computed from the NAD 83(1997) position.
 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     -   0.99992044  x   1.00005038  =   0.99997081
 EJ2042!UTM  15      -   0.99992044  x   0.99966991  =   0.99959037
 EJ2042
 EJ2042:                Primary Azimuth Mark                     Grid Az
 EJ2042:SPC AR N     -  ABBOTT                                   358 55 53.5
 EJ2042:UTM  15      -  ABBOTT                                   358 20 22.0
 EJ2042
 EJ2042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU2468641621(NAD 83)
 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(1993)-  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
 EJ2042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2042.See file dsdata.pdf to determine how the superseded data were derived.
 EJ2042
 EJ2042_MARKER: DS = TRIANGULATION STATION DISK
 EJ2042_SETTING: 66 = SET IN ROCK OUTCROP
 EJ2042_STAMPING: MILL 1956
 EJ2042_MARK LOGO: CGS
 EJ2042_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EJ2042+STABILITY: POSITION/ELEVATION WELL
 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 = MARCH 20, 2026 22:17:28 EDT
 FH0966 ***********************************************************************
 FH0966  DESIGNATION -  MILL
 FH0966  PID         -  FH0966
 FH0966  STATE/COUNTY-  AR/FRANKLIN
 FH0966  COUNTRY     -  US
 FH0966  USGS QUAD   -  MULBERRY (2017)
 FH0966
 FH0966                         *CURRENT SURVEY CONTROL
 FH0966  ______________________________________________________________________
 FH0966* NAD 83(1997) POSITION- 35 26 11.02212(N) 094 04 00.21226(W)   ADJUSTED
 FH0966* NAVD 88 ORTHO HEIGHT -   235.    (meters)      771.    (feet) SCALED
 FH0966  ______________________________________________________________________
 FH0966  GEOID HEIGHT    -        -29.547 (meters)                     GEOID18
 FH0966  LAPLACE CORR    -          2.26  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0966.GEOID18 height accuracy estimate available here.
 FH0966
 FH0966.Click photographs - Photos may exist for this station.
 FH0966
 FH0966.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH0966
 FH0966. The following values were computed from the NAD 83(1997) position.
 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     -   0.99996774  x   0.99993925  =   0.99990699
 FH0966!UTM  15      -   0.99996774  x   0.99971553  =   0.99968328
 FH0966
 FH0966:                Primary Azimuth Mark                     Grid Az
 FH0966:SPC AR N     -  MILL AZ MK                               219 06 59.0
 FH0966:UTM  15      -  MILL AZ MK                               218 31 56.2
 FH0966
 FH0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV0317721961(NAD 83)
 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(1993)-  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
 FH0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0966.See file dsdata.pdf to determine how the superseded data were derived.
 FH0966
 FH0966_MARKER: DS = TRIANGULATION STATION DISK
 FH0966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0966_STAMPING: MILL 1940
 FH0966_MARK LOGO: CGS
 FH0966_PROJECTION: FLUSH
 FH0966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FH0966+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EK0816 ***********************************************************************
 EK0816  DESIGNATION -  MILL CREEK
 EK0816  PID         -  EK0816
 EK0816  STATE/COUNTY-  AR/SCOTT
 EK0816  COUNTRY     -  US
 EK0816  USGS QUAD   -  Y CITY (2017)
 EK0816
 EK0816                         *CURRENT SURVEY CONTROL
 EK0816  ______________________________________________________________________
 EK0816* NAD 83(1997) POSITION- 34 43 44.92484(N) 094 01 16.73575(W)   ADJUSTED
 EK0816* NAVD 88 ORTHO HEIGHT -   254.50  (+/-2cm)      835.0   (feet) VERTCON3
 EK0816  ______________________________________________________________________
 EK0816  GEOID HEIGHT    -        -30.174 (meters)                     GEOID18
 EK0816  LAPLACE CORR    -          4.28  (seconds)                    DEFLEC18
 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
 EK0816.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0816.GEOID18 height accuracy estimate available here.
 EK0816
 EK0816.The vertical order pertains to the NGVD 29 superseded value.
 EK0816
 EK0816.Click photographs - Photos may exist for this station.
 EK0816
 EK0816.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0816
 EK0816. The following values were computed from the NAD 83(1997) position.
 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     -   0.99996479  x   1.00004641  =   1.00001120
 EK0816!SPC AR S     -   0.99996479  x   0.99999185  =   0.99995664
 EK0816!UTM  15      -   0.99996479  x   0.99970776  =   0.99967256
 EK0816
 EK0816:                Primary Azimuth Mark                     Grid Az
 EK0816:SPC AR N     -  MILL CREEK AZ MK RESET                   282 58 04.7
 EK0816:SPC AR S     -  MILL CREEK AZ MK RESET                   282 55 23.1
 EK0816:UTM  15      -  MILL CREEK AZ MK RESET                   282 22 25.2
 EK0816
 EK0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU0649543481(NAD 83)
 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(1993)-  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             254.42   (m)          834.7    (f) LEVELING    3  
 EK0816
 EK0816.Superseded values are not recommended for survey control.
 EK0816
 EK0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0816.See file dsdata.pdf to determine how the superseded data were derived.
 EK0816
 EK0816_MARKER: DS = TRIANGULATION STATION DISK
 EK0816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0816_STAMPING: MILL CREEK 1956
 EK0816_MARK LOGO: CGS
 EK0816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0816+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1829 ***********************************************************************
 FG1829  DESIGNATION -  MILL CREEK
 FG1829  PID         -  FG1829
 FG1829  STATE/COUNTY-  AR/POPE
 FG1829  COUNTRY     -  US
 FG1829  USGS QUAD   -  RUSSELLVILLE WEST (2017)
 FG1829
 FG1829                         *CURRENT SURVEY CONTROL
 FG1829  ______________________________________________________________________
 FG1829* NAD 83(1997) POSITION- 35 17 41.08188(N) 093 14 00.08656(W)   ADJUSTED
 FG1829* NAVD 88 ORTHO HEIGHT -   164.    (meters)      538.    (feet) SCALED
 FG1829  ______________________________________________________________________
 FG1829  GEOID HEIGHT    -        -29.297 (meters)                     GEOID18
 FG1829  LAPLACE CORR    -          1.88  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1829.GEOID18 height accuracy estimate available here.
 FG1829
 FG1829.Click photographs - Photos may exist for this station.
 FG1829
 FG1829.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1829
 FG1829. The following values were computed from the NAD 83(1997) position.
 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     -   0.99997886  x   0.99994863  =   0.99992749
 FG1829!UTM  15      -   0.99997886  x   0.99960555  =   0.99958442
 FG1829
 FG1829:                Primary Azimuth Mark                     Grid Az
 FG1829:SPC AR N     -  SPRING                                   223 49 06.1
 FG1829:UTM  15      -  SPRING                                   223 14 07.8
 FG1829
 FG1829_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV7878205754(NAD 83)
 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
 FG1829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1829.See file dsdata.pdf to determine how the superseded data were derived.
 FG1829
 FG1829_MARKER: DS = TRIANGULATION STATION DISK
 FG1829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1829_STAMPING: MILL CREEK 1940
 FG1829_MARK LOGO: CGS
 FG1829_PROJECTION: FLUSH
 FG1829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1829+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EK0819 ***********************************************************************
 EK0819  DESIGNATION -  MILL CREEK 2
 EK0819  PID         -  EK0819
 EK0819  STATE/COUNTY-  AR/SCOTT
 EK0819  COUNTRY     -  US
 EK0819  USGS QUAD   -  Y CITY (2017)
 EK0819
 EK0819                         *CURRENT SURVEY CONTROL
 EK0819  ______________________________________________________________________
 EK0819* NAD 83(1997) POSITION- 34 43 45.33734(N) 094 01 16.45716(W)   NO CHECK
 EK0819* NAVD 88 ORTHO HEIGHT -   254.43  (+/-2cm)      834.7   (feet) VERTCON3
 EK0819  ______________________________________________________________________
 EK0819  GEOID HEIGHT    -        -30.174 (meters)                     GEOID18
 EK0819  LAPLACE CORR    -          4.28  (seconds)                    DEFLEC18
 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
 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
 EK0819.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0819.GEOID18 height accuracy estimate available here.
 EK0819
 EK0819.The vertical order pertains to the NGVD 29 superseded value.
 EK0819
 EK0819.Click photographs - Photos may exist for this station.
 EK0819
 EK0819.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0819
 EK0819. The following values were computed from the NAD 83(1997) position.
 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     -   0.99996480  x   1.00004638  =   1.00001118
 EK0819!SPC AR S     -   0.99996480  x   0.99999187  =   0.99995667
 EK0819!UTM  15      -   0.99996480  x   0.99970774  =   0.99967255
 EK0819
 EK0819:                Primary Azimuth Mark                     Grid Az
 EK0819:SPC AR N     -  MILL CREEK AZ MK RESET                   281 22 52.7
 EK0819:SPC AR S     -  MILL CREEK AZ MK RESET                   281 20 11.1
 EK0819:UTM  15      -  MILL CREEK AZ MK RESET                   280 47 13.1
 EK0819
 EK0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU0650243494(NAD 83)
 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(1993)-  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             254.35   (m)          834.5    (f) LEVELING    3  
 EK0819
 EK0819.Superseded values are not recommended for survey control.
 EK0819
 EK0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0819.See file dsdata.pdf to determine how the superseded data were derived.
 EK0819
 EK0819_MARKER: DS = TRIANGULATION STATION DISK
 EK0819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0819_STAMPING: MILL CREEK 2 1961
 EK0819_MARK LOGO: CGS
 EK0819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0819+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1531 ***********************************************************************
 DL1531  DESIGNATION -  MILLER
 DL1531  PID         -  DL1531
 DL1531  STATE/COUNTY-  AR/MILLER
 DL1531  COUNTRY     -  US
 DL1531  USGS QUAD   -  DODDRIDGE (2017)
 DL1531
 DL1531                         *CURRENT SURVEY CONTROL
 DL1531  ______________________________________________________________________
 DL1531* NAD 83(1997) POSITION- 33 06 17.32930(N) 093 57 03.59970(W)   ADJUSTED
 DL1531* NAVD 88 ORTHO HEIGHT -   111.    (meters)      364.    (feet) SCALED
 DL1531  ______________________________________________________________________
 DL1531  GEOID HEIGHT    -        -26.601 (meters)                     GEOID18
 DL1531  LAPLACE CORR    -          0.55  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1531.GEOID18 height accuracy estimate available here.
 DL1531
 DL1531.Click photographs - Photos may exist for this station.
 DL1531
 DL1531.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1531
 DL1531. The following values were computed from the NAD 83(1997) position.
 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     -   0.99998675  x   1.00004900  =   1.00003575
 DL1531!SPC LA N     -   0.99998675  x   1.00012931  =   1.00011606
 DL1531!SPC TXNC     -   0.99998675  x   0.99987305  =   0.99985981
 DL1531!UTM  15      -   0.99998675  x   0.99969708  =   0.99968384
 DL1531
 DL1531:                Primary Azimuth Mark                     Grid Az
 DL1531:SPC AR S     -  SPRING                                   102 23 52.1
 DL1531:SPC LA N     -  SPRING                                   102 04 22.8
 DL1531:SPC TXNC     -  SPRING                                   098 49 29.5
 DL1531:UTM  15      -  SPRING                                   101 49 31.1
 DL1531
 DL1531_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS1126563308(NAD 83)
 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(1993)-  33 06 17.33633(N)    093 57 03.59710(W) AD(       ) 1
 DL1531  NAD 83(1993)-  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
 DL1531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1531.See file dsdata.pdf to determine how the superseded data were derived.
 DL1531
 DL1531_MARKER: DS = TRIANGULATION STATION DISK
 DL1531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1531_STAMPING: MILLER 1950
 DL1531_MARK LOGO: CGS
 DL1531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1531+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1819 ***********************************************************************
 FF1819  DESIGNATION -  MILLER
 FF1819  PID         -  FF1819
 FF1819  STATE/COUNTY-  AR/WOODRUFF
 FF1819  COUNTRY     -  US
 FF1819  USGS QUAD   -  HUNTER WEST (2017)
 FF1819
 FF1819                         *CURRENT SURVEY CONTROL
 FF1819  ______________________________________________________________________
 FF1819* NAD 83(1997) POSITION- 35 03 45.35104(N) 091 14 35.33248(W)   ADJUSTED
 FF1819* NAVD 88 ORTHO HEIGHT -    66.78  (+/-2cm)      219.1   (feet) VERTCON3
 FF1819  ______________________________________________________________________
 FF1819  GEOID HEIGHT    -        -27.121 (meters)                     GEOID18
 FF1819  LAPLACE CORR    -          1.34  (seconds)                    DEFLEC18
 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
 FF1819.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1819.GEOID18 height accuracy estimate available here.
 FF1819
 FF1819.The vertical order pertains to the NGVD 29 superseded value.
 FF1819
 FF1819.Click photographs - Photos may exist for this station.
 FF1819
 FF1819.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1819
 FF1819. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999378  x   0.99997710  =   0.99997088
 FF1819!SPC AR S     -   0.99999378  x   1.00007942  =   1.00007320
 FF1819!UTM  15      -   0.99999378  x   0.99991631  =   0.99991009
 FF1819
 FF1819:                Primary Azimuth Mark                     Grid Az
 FF1819:SPC AR N     -  GREGORY                                  317 58 16.4
 FF1819:SPC AR S     -  GREGORY                                  317 59 16.9
 FF1819:UTM  15      -  GREGORY                                  317 24 07.8
 FF1819
 FF1819_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU6020281396(NAD 83)
 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              66.75   (m)          219.0    (f) LEVELING    3  
 FF1819
 FF1819.Superseded values are not recommended for survey control.
 FF1819
 FF1819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1819.See file dsdata.pdf to determine how the superseded data were derived.
 FF1819
 FF1819_MARKER: DS = TRIANGULATION STATION DISK
 FF1819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1819_STAMPING: MILLER 1954
 FF1819_MARK LOGO: CGS
 FF1819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1819+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1692 ***********************************************************************
 FG1692  DESIGNATION -  MILLER
 FG1692  PID         -  FG1692
 FG1692  STATE/COUNTY-  AR/CLEBURNE
 FG1692  COUNTRY     -  US
 FG1692  USGS QUAD   -  QUITMAN (2017)
 FG1692
 FG1692                         *CURRENT SURVEY CONTROL
 FG1692  ______________________________________________________________________
 FG1692* NAD 83(1997) POSITION- 35 29 17.80953(N) 092 08 58.23848(W)   ADJUSTED
 FG1692* NAVD 88 ORTHO HEIGHT -   318.    (meters)     1043.    (feet) SCALED
 FG1692  ______________________________________________________________________
 FG1692  GEOID HEIGHT    -        -27.606 (meters)                     GEOID18
 FG1692  LAPLACE CORR    -         -0.20  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1692.GEOID18 height accuracy estimate available here.
 FG1692
 FG1692.Click photographs - Photos may exist for this station.
 FG1692
 FG1692.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1692
 FG1692. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 FG1692:SPC AR N     -  EDGEMONT RESET                           332 53 36.0
 FG1692:UTM  15      -  EDGEMONT RESET                           332 18 45.2
 FG1692
 FG1692_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV7714527526(NAD 83)
 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
 FG1692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1692.See file dsdata.pdf to determine how the superseded data were derived.
 FG1692
 FG1692_MARKER: DS = TRIANGULATION STATION DISK
 FG1692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1692_STAMPING: MILLER 1954
 FG1692_MARK LOGO: CGS
 FG1692_PROJECTION: RECESSED 18 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1582 ***********************************************************************
 DL1582  DESIGNATION -  MINERAL SPRINGS MUNICIPAL TANK
 DL1582  PID         -  DL1582
 DL1582  STATE/COUNTY-  AR/HOWARD
 DL1582  COUNTRY     -  US
 DL1582  USGS QUAD   -  MINERAL SPRINGS NORTH (2017)
 DL1582
 DL1582                         *CURRENT SURVEY CONTROL
 DL1582  ______________________________________________________________________
 DL1582* NAD 83(1997) POSITION- 33 52 30.37318(N) 093 55 18.15664(W)   ADJUSTED
 DL1582  ______________________________________________________________________
 DL1582  GEOID HEIGHT    -        -27.200 (meters)                     GEOID18
 DL1582  LAPLACE CORR    -          0.82  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1582.GEOID18 height accuracy estimate available here.
 DL1582
 DL1582.Click photographs - Photos may exist for this station.
 DL1582
 DL1582.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1582
 DL1582. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT1475648690(NAD 83)
 DL1582
 DL1582                          SUPERSEDED SURVEY CONTROL
 DL1582
 DL1582  NAD 83(1993)-  33 52 30.37920(N)    093 55 18.15228(W) AD(       ) 3
 DL1582  NAD 83(1993)-  33 52 30.37920(N)    093 55 18.15209(W) AD(       ) 3
 DL1582  NAD 83(1986)-  33 52 30.38130(N)    093 55 18.14753(W) AD(       ) 3
 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
 DL1582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1582.See file dsdata.pdf to determine how the superseded data were derived.
 DL1582
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1871 ***********************************************************************
 EH1871  DESIGNATION -  MINTON
 EH1871  PID         -  EH1871
 EH1871  STATE/COUNTY-  AR/LONOKE
 EH1871  COUNTRY     -  US
 EH1871  USGS QUAD   -  OAK GROVE (2017)
 EH1871
 EH1871                         *CURRENT SURVEY CONTROL
 EH1871  ______________________________________________________________________
 EH1871* NAD 83(2011) POSITION- 34 58 41.04883(N) 091 52 36.74377(W)   ADJUSTED
 EH1871* NAD 83(2011) ELLIP HT-    67.745 (meters)        (06/27/12)   ADJUSTED
 EH1871* NAD 83(2011) EPOCH   -  2010.00
 EH1871* NAVD 88 ORTHO HEIGHT -    94.926 (meters)      311.44  (feet) ADJUSTED
 EH1871  ______________________________________________________________________
 EH1871  GEOID HEIGHT    -        -27.187 (meters)                     GEOID18
 EH1871  NAD 83(2011) X  -   -171,353.196 (meters)                     COMP
 EH1871  NAD 83(2011) Y  - -5,229,070.678 (meters)                     COMP
 EH1871  NAD 83(2011) Z  -  3,635,912.465 (meters)                     COMP
 EH1871  LAPLACE CORR    -         -0.09  (seconds)                    DEFLEC18
 EH1871  DYNAMIC HEIGHT  -         94.838 (meters)      311.15  (feet) COMP
 EH1871  MODELED GRAVITY -    979,712.0   (mgal)                       NAVD 88
 EH1871
 EH1871  VERT ORDER      -  FIRST     CLASS II
 EH1871
 EH1871  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 EH1871  Standards:
 EH1871         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 EH1871            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 EH1871  -------------------------------------------------------------------
 EH1871  NETWORK    0.73   1.14           0.31   0.29   0.58     -0.04249173
 EH1871  -------------------------------------------------------------------
 EH1871  Click here for local accuracies and other accuracy information.
 EH1871
 EH1871.The horizontal coordinates were established by GPS observations
 EH1871.and adjusted by the National Geodetic Survey in June 2012.
 EH1871
 EH1871.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 EH1871.been affixed to the stable North American tectonic plate. See 
 EH1871.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 EH1871
 EH1871.The horizontal coordinates are valid at the epoch date displayed above
 EH1871.which is a decimal equivalence of Year/Month/Day.
 EH1871
 EH1871.The orthometric height was determined by differential leveling and
 EH1871.adjusted by the NATIONAL GEODETIC SURVEY
 EH1871.in June 1991.
 EH1871
 EH1871.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1871.GEOID18 height accuracy estimate available here.
 EH1871
 EH1871.Click photographs - Photos may exist for this station.
 EH1871
 EH1871.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH1871
 EH1871.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH1871
 EH1871.The ellipsoidal height was determined by GPS observations
 EH1871.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 EH1871
 EH1871;                    North         East     Units Scale Factor Converg.
 EH1871;SPC AR S     -   656,383.870   411,243.616   MT  1.00005399   +0 04 08.1
 EH1871;SPC AR S     - 2,153,486.08  1,349,221.76   sFT  1.00005399   +0 04 08.1
 EH1871;UTM  15      - 3,871,187.064   602,516.779   MT  0.99972953   +0 38 38.1
 EH1871
 EH1871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH1871!SPC AR S     -   0.99998937  x   1.00005399  =   1.00004336
 EH1871!UTM  15      -   0.99998937  x   0.99972953  =   0.99971890
 EH1871
 EH1871:                Primary Azimuth Mark                     Grid Az
 EH1871:SPC AR S     -  MINTON AZ MK                             013 57 27.9
 EH1871:UTM  15      -  MINTON AZ MK                             013 22 57.9
 EH1871
 EH1871_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU0251671187(NAD 83)
 EH1871
 EH1871|---------------------------------------------------------------------|
 EH1871| PID    Reference Object                     Distance      Geod. Az  |
 EH1871|                                                           dddmmss.s |
 EH1871| CY6978 MINTON AZ MK                                       0140136.0 |
 EH1871| EH1870 MINTON RM 1                          67.600 METERS 09726     |
 EH1871| EH3052 DALLAS LOUISVILLE AWY BCN 35        APPROX.31.0 KM 1132408.0 |
 EH1871| EH3077 DALLAS LOUISVILLE AWY BCN 33        APPROX.21.8 KM 1512453.4 |
 EH1871| EH3083 DALLAS LOUISVILLE AWY BCN 32        APPROX.24.9 KM 2053927.6 |
 EH1871| EH1872 MINTON RM 2                          30.990 METERS 23905     |
 EH1871| FF1861 BEEBE MUNICIPAL TANK                APPROX.10.0 KM 3591201.6 |
 EH1871|---------------------------------------------------------------------|
 EH1871
 EH1871                          SUPERSEDED SURVEY CONTROL
 EH1871
 EH1871  NAD 83(2007)-  34 58 41.04883(N)    091 52 36.74474(W) AD(2002.00) 0
 EH1871  ELLIP H (02/10/07)   67.765  (m)                       GP(2002.00)    
 EH1871  NAD 83(1997)-  34 58 41.04861(N)    091 52 36.74415(W) AD(       ) B
 EH1871  ELLIP H (04/05/04)   67.758  (m)                       GP(       ) 2 1
 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              94.93   (m)          311.4    (f) LEVELING    3  
 EH1871  NGVD 29 (??/??/92)   94.927  (m)          311.44   (f) ADJ UNCH    1 2
 EH1871  NGVD 29              94.93   (m)          311.4    (f) LEVELING    3  
 EH1871
 EH1871.Superseded values are not recommended for survey control.
 EH1871
 EH1871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1871.See file dsdata.pdf to determine how the superseded data were derived.
 EH1871
 EH1871_MARKER: DS = TRIANGULATION STATION DISK
 EH1871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1871_STAMPING: MINTON 1934
 EH1871_MARK LOGO: CGS
 EH1871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1871+STABILITY: SURFACE MOTION
 EH1871_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH1871+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2014
 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  HISTORY     - 20140429 GOOD             ARHD
 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.
 EH1871
 EH1871                          STATION RECOVERY (2014)
 EH1871
 EH1871'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014
 EH1871'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1870 ***********************************************************************
 EH1870  DESIGNATION -  MINTON RM 1
 EH1870  PID         -  EH1870
 EH1870  STATE/COUNTY-  AR/LONOKE
 EH1870  COUNTRY     -  US
 EH1870  USGS QUAD   -  OAK GROVE (2017)
 EH1870
 EH1870                         *CURRENT SURVEY CONTROL
 EH1870  ______________________________________________________________________
 EH1870* NAD 83(1986) POSITION- 34 58 40.77   (N) 091 52 34.10   (W)   HD_HELD1
 EH1870* NAVD 88 ORTHO HEIGHT -    93.734 (meters)      307.53  (feet) ADJUSTED
 EH1870  ______________________________________________________________________
 EH1870  GEOID HEIGHT    -        -27.186 (meters)                     GEOID18
 EH1870  DYNAMIC HEIGHT  -         93.648 (meters)      307.24  (feet) COMP
 EH1870  MODELED GRAVITY -    979,712.0   (mgal)                       NAVD 88
 EH1870
 EH1870  VERT ORDER      -  FIRST     CLASS II
 EH1870
 EH1870.The horizontal coordinates were determined by differentially corrected
 EH1870.hand held GPS observations or other comparable positioning techniques
 EH1870.and have an estimated accuracy of +/- 3 meters.
 EH1870
 EH1870.The orthometric height was determined by differential leveling and
 EH1870.adjusted by the NATIONAL GEODETIC SURVEY
 EH1870.in June 1991.
 EH1870
 EH1870.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1870.GEOID18 height accuracy estimate available here.
 EH1870
 EH1870.Click photographs - Photos may exist for this station.
 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     -   656,375.4     411,310.7     MT  (+/- 3 meters HH1 GPS) 
 EH1870
 EH1870_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU0258371179(NAD 83)
 EH1870
 EH1870                          SUPERSEDED SURVEY CONTROL
 EH1870
 EH1870  NGVD 29 (11/26/84)   93.736  (m)          307.53   (f) ADJUSTED    1 2
 EH1870
 EH1870.Superseded values are not recommended for survey control.
 EH1870
 EH1870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1870.See file dsdata.pdf to determine how the superseded data were derived.
 EH1870
 EH1870_MARKER: DR = REFERENCE MARK DISK
 EH1870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1870_STAMPING: MINTON NO 1 1934
 EH1870_MARK LOGO: CGS
 EH1870_PROJECTION: PROJECTING 13 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1872 ***********************************************************************
 EH1872  DESIGNATION -  MINTON RM 2
 EH1872  PID         -  EH1872
 EH1872  STATE/COUNTY-  AR/LONOKE
 EH1872  COUNTRY     -  US
 EH1872  USGS QUAD   -  OAK GROVE (2017)
 EH1872
 EH1872                         *CURRENT SURVEY CONTROL
 EH1872  ______________________________________________________________________
 EH1872* NAD 83(1986) POSITION- 34 58 40.53   (N) 091 52 37.79   (W)   HD_HELD1
 EH1872* NAVD 88 ORTHO HEIGHT -    94.505 (meters)      310.06  (feet) ADJUSTED
 EH1872  ______________________________________________________________________
 EH1872  GEOID HEIGHT    -        -27.186 (meters)                     GEOID18
 EH1872  DYNAMIC HEIGHT  -         94.417 (meters)      309.77  (feet) COMP
 EH1872  MODELED GRAVITY -    979,712.0   (mgal)                       NAVD 88
 EH1872
 EH1872  VERT ORDER      -  FIRST     CLASS II
 EH1872
 EH1872.The horizontal coordinates were determined by differentially corrected
 EH1872.hand held GPS observations or other comparable positioning techniques
 EH1872.and have an estimated accuracy of +/- 3 meters.
 EH1872
 EH1872.The orthometric height was determined by differential leveling and
 EH1872.adjusted by the NATIONAL GEODETIC SURVEY
 EH1872.in June 1991.
 EH1872
 EH1872.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1872.GEOID18 height accuracy estimate available here.
 EH1872
 EH1872.Click photographs - Photos may exist for this station.
 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     -   656,367.8     411,217.1     MT  (+/- 3 meters HH1 GPS) 
 EH1872
 EH1872_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU0249071170(NAD 83)
 EH1872
 EH1872                          SUPERSEDED SURVEY CONTROL
 EH1872
 EH1872  NGVD 29 (11/26/84)   94.506  (m)          310.06   (f) ADJUSTED    1 2
 EH1872
 EH1872.Superseded values are not recommended for survey control.
 EH1872
 EH1872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1872.See file dsdata.pdf to determine how the superseded data were derived.
 EH1872
 EH1872_MARKER: DR = REFERENCE MARK DISK
 EH1872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1872_STAMPING: MINTON NO 2 1934
 EH1872_MARK LOGO: CGS
 EH1872_PROJECTION: PROJECTING 8 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH0931 ***********************************************************************
 EH0931  DESIGNATION -  MLW HELENA 98
 EH0931  PID         -  EH0931
 EH0931  STATE/COUNTY-  AR/PHILLIPS
 EH0931  COUNTRY     -  US
 EH0931  USGS QUAD   -  HELENA (2017)
 EH0931
 EH0931                         *CURRENT SURVEY CONTROL
 EH0931  ______________________________________________________________________
 EH0931* NAD 83(1986) POSITION- 34 31 05.     (N) 090 35 04.     (W)   SCALED
 EH0931* NAVD 88 ORTHO HEIGHT -    56.208 (meters)      184.41  (feet) ADJUSTED
 EH0931  ______________________________________________________________________
 EH0931  GEOID HEIGHT    -        -26.998 (meters)                     GEOID18
 EH0931  DYNAMIC HEIGHT  -         56.153 (meters)      184.23  (feet) COMP
 EH0931  MODELED GRAVITY -    979,669.1   (mgal)                       NAVD 88
 EH0931
 EH0931  VERT ORDER      -  SECOND    CLASS 0
 EH0931
 EH0931.The horizontal coordinates were scaled from a map and have
 EH0931.an estimated accuracy of +/- 6 seconds.
 EH0931
 EH0931.The orthometric height was determined by differential leveling and
 EH0931.adjusted by the NATIONAL GEODETIC SURVEY
 EH0931.in June 1991.
 EH0931
 EH0931.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0931.GEOID18 height accuracy estimate available here.
 EH0931
 EH0931.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU217222(NAD 83)
 EH0931
 EH0931                          SUPERSEDED SURVEY CONTROL
 EH0931
 EH0931  NGVD 29 (11/26/84)   56.301  (m)          184.71   (f) ADJUSTED    2 0
 EH0931
 EH0931.Superseded values are not recommended for survey control.
 EH0931
 EH0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0931.See file dsdata.pdf to determine how the superseded data were derived.
 EH0931
 EH0931_MARKER: P = PIPE CAP
 EH0931_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH0931_MARK LOGO: USACE
 EH0931_MAGNETIC: P = MARKER IS A STEEL PIPE
 EH0931_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0931
 EH0931  HISTORY     - Date     Condition        Report By
 EH0931  HISTORY     - UNK      MONUMENTED       USACE
 EH0931  HISTORY     - 1956     MARK NOT FOUND   CGS
 EH0931
 EH0931                          STATION DESCRIPTION
 EH0931
 EH0931'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0257 ***********************************************************************
 GE0257  DESIGNATION -  MOARK
 GE0257  PID         -  GE0257
 GE0257  STATE/COUNTY-  AR/CLAY
 GE0257  COUNTRY     -  US
 GE0257  USGS QUAD   -  CORNING (2017)
 GE0257
 GE0257                         *CURRENT SURVEY CONTROL
 GE0257  ______________________________________________________________________
 GE0257* NAD 83(1986) POSITION- 36 29 00.     (N) 090 31 31.     (W)   SCALED
 GE0257* NAVD 88 ORTHO HEIGHT -    90.925 (meters)      298.31  (feet) ADJUSTED
 GE0257  ______________________________________________________________________
 GE0257  GEOID HEIGHT    -        -28.871 (meters)                     GEOID18
 GE0257  DYNAMIC HEIGHT  -         90.852 (meters)      298.07  (feet) COMP
 GE0257  MODELED GRAVITY -    979,826.9   (mgal)                       NAVD 88
 GE0257
 GE0257  VERT ORDER      -  FIRST     CLASS II
 GE0257
 GE0257.The horizontal coordinates were scaled from a map and have
 GE0257.an estimated accuracy of +/- 6 seconds.
 GE0257
 GE0257.The orthometric height was determined by differential leveling and
 GE0257.adjusted by the NATIONAL GEODETIC SURVEY
 GE0257.in June 1991.
 GE0257
 GE0257.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0257.GEOID18 height accuracy estimate available here.
 GE0257
 GE0257.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA216404(NAD 83)
 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
 GE0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0257.See file dsdata.pdf to determine how the superseded data were derived.
 GE0257
 GE0257_MARKER: P = PIPE CAP
 GE0257_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GE0257_MARK LOGO: USACE
 GE0257_MAGNETIC: P = MARKER IS A STEEL PIPE
 GE0257_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0257
 GE0257  HISTORY     - Date     Condition        Report By
 GE0257  HISTORY     - UNK      MONUMENTED       USACE
 GE0257  HISTORY     - 1956     GOOD             CGS
 GE0257  HISTORY     - 20020323 MARK NOT FOUND   USACE
 GE0257
 GE0257                          STATION DESCRIPTION
 GE0257
 GE0257'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 GE0876 ***********************************************************************
 GE0876  DESIGNATION -  MOARK
 GE0876  PID         -  GE0876
 GE0876  STATE/COUNTY-  AR/FULTON
 GE0876  COUNTRY     -  US
 GE0876  USGS QUAD   -  MAMMOTH SPRING (2017)
 GE0876
 GE0876                         *CURRENT SURVEY CONTROL
 GE0876  ______________________________________________________________________
 GE0876* NAD 83(1997) POSITION- 36 29 57.02940(N) 091 34 49.93142(W)   ADJUSTED
 GE0876* NAVD 88 ORTHO HEIGHT -   239.    (meters)      784.    (feet) SCALED
 GE0876  ______________________________________________________________________
 GE0876  GEOID HEIGHT    -        -28.555 (meters)                     GEOID18
 GE0876  LAPLACE CORR    -          0.32  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0876.GEOID18 height accuracy estimate available here.
 GE0876
 GE0876.Click photographs - Photos may exist for this station.
 GE0876
 GE0876.The Laplace correction was computed from DEFLEC18 derived deflections.
 GE0876
 GE0876. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 GE0876:SPC AR N     -  MOARK AZ MK                              274 13 53.4
 GE0876:SPC MO E     -  MOARK AZ MK                              275 07 06.1
 GE0876:SPC MO C     -  MOARK AZ MK                              273 55 43.1
 GE0876:UTM  15      -  MOARK AZ MK                              273 37 52.2
 GE0876
 GE0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA2712540253(NAD 83)
 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                                        2742832.1 |
 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
 GE0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0876.See file dsdata.pdf to determine how the superseded data were derived.
 GE0876
 GE0876_MARKER: DS = TRIANGULATION STATION DISK
 GE0876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0876_STAMPING: MOARK 1934
 GE0876_MARK LOGO: CGS
 GE0876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0876+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GE1011 ***********************************************************************
 GE1011  DESIGNATION -  MOARK
 GE1011  PID         -  GE1011
 GE1011  STATE/COUNTY-  AR/CLAY
 GE1011  COUNTRY     -  US
 GE1011  USGS QUAD   -  POLLARD (2017)
 GE1011
 GE1011                         *CURRENT SURVEY CONTROL
 GE1011  ______________________________________________________________________
 GE1011* NAD 83(1997) POSITION- 36 29 50.60754(N) 090 16 01.81950(W)   ADJUSTED
 GE1011* NAVD 88 ORTHO HEIGHT -    93.21  (+/-2cm)      305.8   (feet) VERTCON3
 GE1011  ______________________________________________________________________
 GE1011  GEOID HEIGHT    -        -28.773 (meters)                     GEOID18
 GE1011  LAPLACE CORR    -          0.90  (seconds)                    DEFLEC18
 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
 GE1011.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE1011.GEOID18 height accuracy estimate available here.
 GE1011
 GE1011.The vertical order pertains to the NGVD 29 superseded value.
 GE1011
 GE1011.Click photographs - Photos may exist for this station.
 GE1011
 GE1011.The Laplace correction was computed from DEFLEC18 derived deflections.
 GE1011
 GE1011. The following values were computed from the NAD 83(1997) position.
 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  =   0.99992858
 GE1011!UTM  15      -   0.99998989  x   1.00033824  =   1.00032812
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA4477442592(NAD 83)
 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              93.21   (m)          305.8    (f) LEVELING    3  
 GE1011
 GE1011.Superseded values are not recommended for survey control.
 GE1011
 GE1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1011.See file dsdata.pdf to determine how the superseded data were derived.
 GE1011
 GE1011_MARKER: DS = TRIANGULATION STATION DISK
 GE1011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE1011_STAMPING: MORAK 1954
 GE1011_MARK LOGO: CGS
 GE1011_PROJECTION: RECESSED 18 CENTIMETERS
 GE1011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE1011+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DL0360 ***********************************************************************
 DL0360  DESIGNATION -  MOLLETTE
 DL0360  PID         -  DL0360
 DL0360  STATE/COUNTY-  AR/OUACHITA
 DL0360  COUNTRY     -  US
 DL0360  USGS QUAD   -  HARMONY GROVE (2017)
 DL0360
 DL0360                         *CURRENT SURVEY CONTROL
 DL0360  ______________________________________________________________________
 DL0360* NAD 83(1997) POSITION- 33 38 56.09750(N) 092 46 38.53190(W)   ADJUSTED
 DL0360* NAVD 88 ORTHO HEIGHT -    38.077 (meters)      124.92  (feet) ADJUSTED
 DL0360  ______________________________________________________________________
 DL0360  GEOID HEIGHT    -        -26.262 (meters)                     GEOID18
 DL0360  LAPLACE CORR    -          1.09  (seconds)                    DEFLEC18
 DL0360  DYNAMIC HEIGHT  -         38.038 (meters)      124.80  (feet) COMP
 DL0360  MODELED GRAVITY -    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 and
 DL0360.adjusted by the NATIONAL GEODETIC SURVEY
 DL0360.in June 1991.
 DL0360
 DL0360.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0360.GEOID18 height accuracy estimate available here.
 DL0360
 DL0360.Click photographs - Photos may exist for this station.
 DL0360
 DL0360.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999815  x   0.99994096  =   0.99993911
 DL0360!UTM  15      -   0.99999815  x   0.99960525  =   0.99960340
 DL0360
 DL0360:                Primary Azimuth Mark                     Grid Az
 DL0360:SPC AR S     -  MOLLETTE AZ MK RESET                     028 39 26.0
 DL0360:UTM  15      -  MOLLETTE AZ MK RESET                     028 05 55.6
 DL0360
 DL0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT2064323251(NAD 83)
 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(1993)-  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  NGVD 29              38.11   (m)          125.0    (f) LEVELING    3  
 DL0360
 DL0360.Superseded values are not recommended for survey control.
 DL0360
 DL0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0360.See file dsdata.pdf to determine how the superseded data were derived.
 DL0360
 DL0360_MARKER: DS = TRIANGULATION STATION DISK
 DL0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0360_STAMPING: MOLLETTE 1941
 DL0360_MARK LOGO: CGS
 DL0360_PROJECTION: RECESSED 41 CENTIMETERS
 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 - July 23, 2013
 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             CGS
 DL0360  HISTORY     - 1964     GOOD             CGS
 DL0360  HISTORY     - 1964     GOOD             CGS
 DL0360  HISTORY     - 1985     GOOD             LOCSUR
 DL0360  HISTORY     - 20060106 GOOD             ARHD
 DL0360  HISTORY     - 20090610 GOOD             ARHD
 DL0360  HISTORY     - 20130723 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.  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 COAST AND 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 COAST AND 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 DEPARTMENT OF TRANSPORTATION 2006 (VJB)
 DL0360'RECOVERED IN GOOD CONDITION.
 DL0360
 DL0360                          STATION RECOVERY (2009)
 DL0360
 DL0360'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2009 (DA)
 DL0360'RECOVERED IN GOOD CONDITION.
 DL0360
 DL0360                          STATION RECOVERY (2013)
 DL0360
 DL0360'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (CAW)
 DL0360'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0358 ***********************************************************************
 DL0358  DESIGNATION -  MOLLETTE AZ MK RESET
 DL0358  PID         -  DL0358
 DL0358  STATE/COUNTY-  AR/OUACHITA
 DL0358  COUNTRY     -  US
 DL0358  USGS QUAD   -  HARMONY GROVE (2017)
 DL0358
 DL0358                         *CURRENT SURVEY CONTROL
 DL0358  ______________________________________________________________________
 DL0358* NAD 83(1986) POSITION- 33 39 06.49   (N) 092 46 31.76   (W)   HD_HELD1
 DL0358* NAVD 88 ORTHO HEIGHT -    36.080 (meters)      118.37  (feet) ADJUSTED
 DL0358  ______________________________________________________________________
 DL0358  GEOID HEIGHT    -        -26.261 (meters)                     GEOID18
 DL0358  DYNAMIC HEIGHT  -         36.043 (meters)      118.25  (feet) COMP
 DL0358  MODELED GRAVITY -    979,616.0   (mgal)                       NAVD 88
 DL0358
 DL0358  VERT ORDER      -  FIRST     CLASS II
 DL0358
 DL0358.The horizontal coordinates were determined by differentially corrected
 DL0358.hand held GPS observations or other comparable positioning techniques
 DL0358.and have an estimated accuracy of +/- 3 meters.
 DL0358
 DL0358.The orthometric height was determined by differential leveling and
 DL0358.adjusted by the NATIONAL GEODETIC SURVEY
 DL0358.in June 1991.
 DL0358
 DL0358.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0358.GEOID18 height accuracy estimate available here.
 DL0358
 DL0358.Click photographs - Photos may exist for this station.
 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     -   509,536.3     328,070.6     MT  (+/- 3 meters HH1 GPS) 
 DL0358
 DL0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT2081723572(NAD 83)
 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
 DL0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0358.See file dsdata.pdf to determine how the superseded data were derived.
 DL0358
 DL0358_MARKER: DZ = AZIMUTH MARK DISK
 DL0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0358_STAMPING: MOLLETTE 1941 RESET 1952
 DL0358_MARK LOGO: CGS
 DL0358_PROJECTION: FLUSH
 DL0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0358+STABILITY: SURFACE MOTION
 DL0358_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL0358+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2013
 DL0358
 DL0358  HISTORY     - Date     Condition        Report By
 DL0358  HISTORY     - 1952     MONUMENTED       CGS
 DL0358  HISTORY     - 1960     GOOD             CGS
 DL0358  HISTORY     - 1964     GOOD             CGS
 DL0358  HISTORY     - 20090610 GOOD             ARHD
 DL0358  HISTORY     - 20130723 GOOD             ARHD
 DL0358
 DL0358                          STATION DESCRIPTION
 DL0358
 DL0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 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, T12S, R16W, 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 COAST AND GEODETIC SURVEY 1964
 DL0358'RECOVERED IN GOOD CONDITION.
 DL0358
 DL0358                          STATION RECOVERY (2009)
 DL0358
 DL0358'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2009 (DA)
 DL0358'2.7 FT WEST OF A 48 INCH PINE AND 99 FT WEST OF THE DRIVEWAY TO RED
 DL0358'BRICK HOUSE.
 DL0358
 DL0358                          STATION RECOVERY (2013)
 DL0358
 DL0358'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (CAW)
 DL0358'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0361 ***********************************************************************
 DL0361  DESIGNATION -  MOLLETTE RM 1
 DL0361  PID         -  DL0361
 DL0361  STATE/COUNTY-  AR/OUACHITA
 DL0361  COUNTRY     -  US
 DL0361  USGS QUAD   -  HARMONY GROVE (2017)
 DL0361
 DL0361                         *CURRENT SURVEY CONTROL
 DL0361  ______________________________________________________________________
 DL0361* NAD 83(1986) POSITION- 33 38 56.50   (N) 092 46 37.40   (W)   HD_HELD1
 DL0361* NAVD 88 ORTHO HEIGHT -    36.970 (meters)      121.29  (feet) ADJUSTED
 DL0361  ______________________________________________________________________
 DL0361  GEOID HEIGHT    -        -26.262 (meters)                     GEOID18
 DL0361  DYNAMIC HEIGHT  -         36.932 (meters)      121.17  (feet) COMP
 DL0361  MODELED GRAVITY -    979,615.6   (mgal)                       NAVD 88
 DL0361
 DL0361  VERT ORDER      -  FIRST     CLASS II
 DL0361
 DL0361.The horizontal coordinates were determined by differentially corrected
 DL0361.hand held GPS observations or other comparable positioning techniques
 DL0361.and have an estimated accuracy of +/- 3 meters.
 DL0361
 DL0361.The orthometric height was determined by differential leveling and
 DL0361.adjusted by the NATIONAL GEODETIC SURVEY
 DL0361.in June 1991.
 DL0361
 DL0361.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0361.GEOID18 height accuracy estimate available here.
 DL0361
 DL0361.Click photographs - Photos may exist for this station.
 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     -   509,229.6     327,922.9     MT  (+/- 3 meters HH1 GPS) 
 DL0361
 DL0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT2067223264(NAD 83)
 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
 DL0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0361.See file dsdata.pdf to determine how the superseded data were derived.
 DL0361
 DL0361_MARKER: DR = REFERENCE MARK DISK
 DL0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0361_STAMPING: MOLLETTE NO 1 1941
 DL0361_MARK LOGO: CGS
 DL0361_PROJECTION: FLUSH
 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             CGS
 DL0361  HISTORY     - 1964     GOOD             CGS
 DL0361
 DL0361                          STATION DESCRIPTION
 DL0361
 DL0361'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1964
 DL0361'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0362 ***********************************************************************
 DL0362  DESIGNATION -  MOLLETTE RM 2
 DL0362  PID         -  DL0362
 DL0362  STATE/COUNTY-  AR/OUACHITA
 DL0362  COUNTRY     -  US
 DL0362  USGS QUAD   -  HARMONY GROVE (2017)
 DL0362
 DL0362                         *CURRENT SURVEY CONTROL
 DL0362  ______________________________________________________________________
 DL0362* NAD 83(1986) POSITION- 33 38 55.32   (N) 092 46 37.61   (W)   HD_HELD1
 DL0362* NAVD 88 ORTHO HEIGHT -    38.559 (meters)      126.51  (feet) ADJUSTED
 DL0362  ______________________________________________________________________
 DL0362  GEOID HEIGHT    -        -26.262 (meters)                     GEOID18
 DL0362  DYNAMIC HEIGHT  -         38.520 (meters)      126.38  (feet) COMP
 DL0362  MODELED GRAVITY -    979,615.6   (mgal)                       NAVD 88
 DL0362
 DL0362  VERT ORDER      -  FIRST     CLASS II
 DL0362
 DL0362.The horizontal coordinates were determined by differentially corrected
 DL0362.hand held GPS observations or other comparable positioning techniques
 DL0362.and have an estimated accuracy of +/- 3 meters.
 DL0362
 DL0362.The orthometric height was determined by differential leveling and
 DL0362.adjusted by the NATIONAL GEODETIC SURVEY
 DL0362.in June 1991.
 DL0362
 DL0362.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0362.GEOID18 height accuracy estimate available here.
 DL0362
 DL0362.Click photographs - Photos may exist for this station.
 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     -   509,193.3     327,917.3     MT  (+/- 3 meters HH1 GPS) 
 DL0362
 DL0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT2066723227(NAD 83)
 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
 DL0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0362.See file dsdata.pdf to determine how the superseded data were derived.
 DL0362
 DL0362_MARKER: DR = REFERENCE MARK DISK
 DL0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0362_STAMPING: MOLLETTE NO 2 1941
 DL0362_MARK LOGO: CGS
 DL0362_PROJECTION: RECESSED 5 CENTIMETERS
 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             CGS
 DL0362  HISTORY     - 1964     GOOD             CGS
 DL0362
 DL0362                          STATION DESCRIPTION
 DL0362
 DL0362'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1964
 DL0362'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0363 ***********************************************************************
 DL0363  DESIGNATION -  MOLLETTE RM 3
 DL0363  PID         -  DL0363
 DL0363  STATE/COUNTY-  AR/OUACHITA
 DL0363  COUNTRY     -  US
 DL0363  USGS QUAD   -  HARMONY GROVE (2017)
 DL0363
 DL0363                         *CURRENT SURVEY CONTROL
 DL0363  ______________________________________________________________________
 DL0363* NAD 83(1986) POSITION- 33 38 57.08   (N) 092 46 39.46   (W)   HD_HELD1
 DL0363* NAVD 88 ORTHO HEIGHT -    37.664 (meters)      123.57  (feet) ADJUSTED
 DL0363  ______________________________________________________________________
 DL0363  GEOID HEIGHT    -        -26.262 (meters)                     GEOID18
 DL0363  DYNAMIC HEIGHT  -         37.625 (meters)      123.44  (feet) COMP
 DL0363  MODELED GRAVITY -    979,615.6   (mgal)                       NAVD 88
 DL0363
 DL0363  VERT ORDER      -  FIRST     CLASS II
 DL0363
 DL0363.The horizontal coordinates were determined by differentially corrected
 DL0363.hand held GPS observations or other comparable positioning techniques
 DL0363.and have an estimated accuracy of +/- 3 meters.
 DL0363
 DL0363.The orthometric height was determined by differential leveling and
 DL0363.adjusted by the NATIONAL GEODETIC SURVEY
 DL0363.in June 1991.
 DL0363
 DL0363.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0363.GEOID18 height accuracy estimate available here.
 DL0363
 DL0363.Click photographs - Photos may exist for this station.
 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     -   509,247.9     327,870.0     MT  (+/- 3 meters HH1 GPS) 
 DL0363
 DL0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT2061923282(NAD 83)
 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
 DL0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0363.See file dsdata.pdf to determine how the superseded data were derived.
 DL0363
 DL0363_MARKER: DR = REFERENCE MARK DISK
 DL0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0363_STAMPING: MOLLETTE NO 3 1941
 DL0363_MARK LOGO: CGS
 DL0363_PROJECTION: PROJECTING 25 CENTIMETERS
 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             CGS
 DL0363  HISTORY     - 1964     GOOD             CGS
 DL0363
 DL0363                          STATION DESCRIPTION
 DL0363
 DL0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0363'ABOUT 0.25 MILE SOUTHEAST ALONG A GRADED DIRT ROAD FROM THE
 DL0363'SCHOOLHOUSE AT HARMONY GROVE, IN SECTION 32, T12S, R16W, 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 COAST AND GEODETIC SURVEY 1964
 DL0363'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0085 ***********************************************************************
 FF0085  DESIGNATION -  MONETTE
 FF0085  PID         -  FF0085
 FF0085  STATE/COUNTY-  AR/CRAIGHEAD
 FF0085  COUNTRY     -  US
 FF0085  USGS QUAD   -  LEACHVILLE (2017)
 FF0085
 FF0085                         *CURRENT SURVEY CONTROL
 FF0085  ______________________________________________________________________
 FF0085* NAD 83(1997) POSITION- 35 53 25.77901(N) 090 21 01.72148(W)   ADJUSTED
 FF0085* NAVD 88 ORTHO HEIGHT -    71.512 (meters)      234.62  (feet) POSTED
 FF0085  ______________________________________________________________________
 FF0085  GEOID HEIGHT    -        -28.116 (meters)                     GEOID18
 FF0085  LAPLACE CORR    -         -0.03  (seconds)                    DEFLEC18
 FF0085  DYNAMIC HEIGHT  -         71.45  (meters)      234.4   (feet) COMP
 FF0085  MODELED GRAVITY -    979,782.6   (mgal)                       NAVD 88
 FF0085
 FF0085  HORZ ORDER      -  SECOND
 FF0085  VERT ORDER      -  * POSTED, 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
 FF0085.* This is a POSTED BENCH MARK height.
 FF0085
 FF0085.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0085.GEOID18 height accuracy estimate available here.
 FF0085
 FF0085.Click photographs - Photos may exist for this station.
 FF0085
 FF0085.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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  =   1.00029799
 FF0085
 FF0085:                Primary Azimuth Mark                     Grid Az
 FF0085:SPC AR N     -  MANGRUM                                  182 56 55.6
 FF0085:SPC MO E     -  MANGRUM                                  183 49 15.5
 FF0085:UTM  15      -  MANGRUM                                  182 21 16.7
 FF0085
 FF0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV3915175045(NAD 83)
 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(1995)-  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              71.48   (m)          234.5    (f) LEVELING    3  
 FF0085  NGVD 29 (11/26/84)   71.479  (m)          234.51   (f) ADJUSTED    1 2
 FF0085
 FF0085.Superseded values are not recommended for survey control.
 FF0085
 FF0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0085.See file dsdata.pdf to determine how the superseded data were derived.
 FF0085
 FF0085_MARKER: DS = TRIANGULATION STATION DISK
 FF0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0085_STAMPING: MONETTE 1954
 FF0085_MARK LOGO: CGS
 FF0085_PROJECTION: FLUSH
 FF0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0085+STABILITY: SURFACE MOTION
 FF0085
 FF0085  HISTORY     - Date     Condition        Report By
 FF0085  HISTORY     - 1954     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 1954 (JCM)
 FF0085'THE STATION IS LOCATED IN THE NORTHEAST CORNER OF THE MONETTE HIGH
 FF0085'SCHOOL GROUNDS, AND ABOUT 0.4 MILE WEST OF THE MAIN CROSS STREETS IN
 FF0085'MONETTE.  IT IS ABOUT 75 YARDS NORTHEAST OF THE NORTHEAST CORNER OF
 FF0085'THE SCHOOL BUILDING, 86 FEET SOUTHWEST OF THE CENTER OF A CROSSROADS,
 FF0085'50 FEET WEST OF THE CENTER OF DREW AVENUE, AND 37 FEET SOUTHWEST OF A
 FF0085'GUY POLE.
 FF0085'
 FF0085'THE STATION MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 FF0085'MONETTE 1954.
 FF0085'
 FF0085'REFERENCE MARK NO. 1 IS 71 FEET WEST OF A POWERLINE POLE AND 48 FEET
 FF0085'SOUTH OF THE CENTER OF STATE HIGHWAY 18.  IT PROJECTS 1 INCH AND THE
 FF0085'DISK IS STAMPED MONETTE NO 1 1954.
 FF0085'
 FF0085'0-9-17 (USE) IS 47 FEET NORTHWEST OF THE CENTER OF THE CROSSROADS, 40
 FF0085'FEET WEST OF THE CENTER OF DREW AVENUE AND 14 FEET NORTHWEST OF A
 FF0085'TELEPHONE POLE.  IT IS A BRONZE DISK OF THE UNITED STATES ENGINEER
 FF0085'DEPARTMENT SET IN THE TOP OF A 6-INCH CONCRETE CYLINDER THAT PROJECTS
 FF0085'6 INCHES AND THE DISK IS STAMPED 0-9-17.
 FF0085'
 FF0085'THE AZIMUTH MARK IS ABOUT 150 YARDS SOUTHEAST OF A FARMHOUSE, 16 FEET
 FF0085'WEST OF THE CENTER OF A GRAVELED ROAD, 2 FEET SOUTH OF A TELEPHONE
 FF0085'POLE AND 2 FEET SOUTH OF A 4 X 4 INCH WHITE WITNESS POST.  IT PROJECTS
 FF0085'1 INCH AND THE DISK IS STAMPED MONETTE 1954.
 FF0085'
 FF0085'TO REACH THE MARK FROM THE STATION GO NORTH ON THE GRAVELED ROAD FOR
 FF0085'0.25 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, 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 = MARCH 20, 2026 22:17:28 EDT
 FF1927 ***********************************************************************
 FF1927  DESIGNATION -  MONETTE MUNICIPAL TANK
 FF1927  PID         -  FF1927
 FF1927  STATE/COUNTY-  AR/CRAIGHEAD
 FF1927  COUNTRY     -  US
 FF1927  USGS QUAD   -  LEACHVILLE (2017)
 FF1927
 FF1927                         *CURRENT SURVEY CONTROL
 FF1927  ______________________________________________________________________
 FF1927* NAD 83(1997) POSITION- 35 53 31.59574(N) 090 20 34.37076(W)   ADJUSTED
 FF1927  ______________________________________________________________________
 FF1927  GEOID HEIGHT    -        -28.119 (meters)                     GEOID18
 FF1927  LAPLACE CORR    -          0.02  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1927.GEOID18 height accuracy estimate available here.
 FF1927
 FF1927.Click photographs - Photos may exist for this station.
 FF1927
 FF1927.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1927
 FF1927. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV3983275243(NAD 83)
 FF1927
 FF1927                          SUPERSEDED SURVEY CONTROL
 FF1927
 FF1927  NAD 83(1995)-  35 53 31.60508(N)    090 20 34.37000(W) AD(       ) 3
 FF1927  NAD 83(1986)-  35 53 31.60736(N)    090 20 34.37122(W) AD(       ) 3
 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
 FF1927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1927.See file dsdata.pdf to determine how the superseded data were derived.
 FF1927
 FF1927_MARKER: 53 = ELEVATED TANK
 FF1927_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1927+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2011
 FF1927
 FF1927  HISTORY     - Date     Condition        Report By
 FF1927  HISTORY     - 1955     FIRST OBSERVED   CGS
 FF1927  HISTORY     - 20110610 GOOD             GEOCAC
 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.
 FF1927
 FF1927                          STATION RECOVERY (2011)
 FF1927
 FF1927'RECOVERY NOTE BY GEOCACHING 2011 (JA)
 FF1927'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0086 ***********************************************************************
 FF0086  DESIGNATION -  MONETTE RM 1
 FF0086  PID         -  FF0086
 FF0086  STATE/COUNTY-  AR/CRAIGHEAD
 FF0086  COUNTRY     -  US
 FF0086  USGS QUAD   -  LEACHVILLE (2017)
 FF0086
 FF0086                         *CURRENT SURVEY CONTROL
 FF0086  ______________________________________________________________________
 FF0086* NAD 83(1986) POSITION- 35 53 26.02   (N) 090 21 02.78   (W)   HD_HELD1
 FF0086* NAVD 88 ORTHO HEIGHT -    71.455 (meters)      234.43  (feet) POSTED
 FF0086  ______________________________________________________________________
 FF0086  GEOID HEIGHT    -        -28.116 (meters)                     GEOID18
 FF0086  DYNAMIC HEIGHT  -         71.39  (meters)      234.2   (feet) COMP
 FF0086  MODELED GRAVITY -    979,782.6   (mgal)                       NAVD 88
 FF0086
 FF0086  VERT ORDER      -  * POSTED, SEE BELOW
 FF0086
 FF0086.The horizontal coordinates were determined by differentially corrected
 FF0086.hand held GPS observations or other comparable positioning techniques
 FF0086.and have an estimated accuracy of +/- 3 meters.
 FF0086
 FF0086.The orthometric height was determined by differential leveling
 FF0086.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 FF0086
 FF0086.* This is a POSTED BENCH MARK height.
 FF0086
 FF0086.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0086.GEOID18 height accuracy estimate available here.
 FF0086
 FF0086.Click photographs - Photos may exist for this station.
 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     -   174,010.0     548,891.3     MT  (+/- 3 meters HH1 GPS) 
 FF0086
 FF0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV3912475052(NAD 83)
 FF0086
 FF0086                          SUPERSEDED SURVEY CONTROL
 FF0086
 FF0086  NGVD 29 (11/26/84)   71.422  (m)          234.32   (f) ADJUSTED    1 2
 FF0086
 FF0086.Superseded values are not recommended for survey control.
 FF0086
 FF0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0086.See file dsdata.pdf to determine how the superseded data were derived.
 FF0086
 FF0086_MARKER: DR = REFERENCE MARK DISK
 FF0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0086_STAMPING: MONETTE NO 1 1954
 FF0086_MARK LOGO: CGS
 FF0086_PROJECTION: FLUSH
 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, 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 = MARCH 20, 2026 22:17:28 EDT
 EH2909 ***********************************************************************
 EH2909  DESIGNATION -  MONROE
 EH2909  PID         -  EH2909
 EH2909  STATE/COUNTY-  AR/LEE
 EH2909  COUNTRY     -  US
 EH2909  USGS QUAD   -  MONROE (2017)
 EH2909
 EH2909                         *CURRENT SURVEY CONTROL
 EH2909  ______________________________________________________________________
 EH2909* NAD 83(1997) POSITION- 34 44 19.09717(N) 091 05 48.69822(W)   ADJUSTED
 EH2909* NAVD 88 ORTHO HEIGHT -    56.95  (+/-2cm)      186.8   (feet) VERTCON3
 EH2909  ______________________________________________________________________
 EH2909  GEOID HEIGHT    -        -26.735 (meters)                     GEOID18
 EH2909  LAPLACE CORR    -          0.57  (seconds)                    DEFLEC18
 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
 EH2909.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2909.GEOID18 height accuracy estimate available here.
 EH2909
 EH2909.The vertical order pertains to the NGVD 29 superseded value.
 EH2909
 EH2909.Click photographs - Photos may exist for this station.
 EH2909
 EH2909.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2909
 EH2909. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999526  x   0.99999387  =   0.99998913
 EH2909!UTM  15      -   0.99999526  x   0.99997414  =   0.99996940
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU7422645708(NAD 83)
 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(1993)-  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              56.96   (m)          186.9    (f) LEVELING    3  
 EH2909
 EH2909.Superseded values are not recommended for survey control.
 EH2909
 EH2909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2909.See file dsdata.pdf to determine how the superseded data were derived.
 EH2909
 EH2909_MARKER: DS = TRIANGULATION STATION DISK
 EH2909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2909_STAMPING: MONROE 1965
 EH2909_MARK LOGO: CGS
 EH2909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2909+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DQ8649 ***********************************************************************
 DQ8649  DESIGNATION -  MONTICELLO CBL 0
 DQ8649  PID         -  DQ8649
 DQ8649  STATE/COUNTY-  AR/DREW
 DQ8649  COUNTRY     -  US
 DQ8649  USGS QUAD   -  MONTICELLO NORTH (2017)
 DQ8649
 DQ8649                         *CURRENT SURVEY CONTROL
 DQ8649  ______________________________________________________________________
 DQ8649* NAD 83(1986) POSITION- 33 37 53.74   (N) 091 45 21.03   (W)   HD_HELD1
 DQ8649* NAVD 88 ORTHO HEIGHT -    81.651 (meters)      267.88  (feet) ADJUSTED
 DQ8649  ______________________________________________________________________
 DQ8649  GEOID HEIGHT    -        -25.750 (meters)                     GEOID18
 DQ8649  DYNAMIC HEIGHT  -         81.568 (meters)      267.61  (feet) COMP
 DQ8649  MODELED GRAVITY -    979,614.5   (mgal)                       NAVD 88
 DQ8649
 DQ8649  VERT ORDER      -  SECOND    CLASS I
 DQ8649
 DQ8649.The horizontal coordinates were determined by differentially corrected
 DQ8649.hand held GPS observations or other comparable positioning techniques
 DQ8649.and have an estimated accuracy of +/- 3 meters.
 DQ8649
 DQ8649.The orthometric height was determined by differential leveling and
 DQ8649.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8649.in July 2018.
 DQ8649
 DQ8649.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8649.GEOID18 height accuracy estimate available here.
 DQ8649
 DQ8649.Click photographs - Photos may exist for this station.
 DQ8649
 DQ8649.The dynamic height is computed by dividing the NAVD 88
 DQ8649.geopotential number by the normal gravity value computed on the
 DQ8649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8649.degrees latitude (g = 980.6199 gals.).
 DQ8649
 DQ8649.The modeled gravity was interpolated from observed gravity values.
 DQ8649
 DQ8649;                    North         East    Units  Estimated Accuracy
 DQ8649;SPC AR S     -   507,049.6     422,652.1     MT  (+/- 3 meters HH1 GPS) 
 DQ8649
 DQ8649_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT1539222003(NAD 83)
 DQ8649
 DQ8649                          SUPERSEDED SURVEY CONTROL
 DQ8649
 DQ8649.No superseded survey control is available for this station.
 DQ8649
 DQ8649_MARKER: DQ = CALIBRATION BASE LINE DISK
 DQ8649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ8649_STAMPING: 0
 DQ8649_MARK LOGO: NGS
 DQ8649_PROJECTION: RECESSED 10 CENTIMETERS
 DQ8649_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DQ8649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ8649+STABILITY: SURFACE MOTION
 DQ8649_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8649+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2017
 DQ8649
 DQ8649  HISTORY     - Date     Condition        Report By
 DQ8649  HISTORY     - 2005     MONUMENTED       NGS
 DQ8649  HISTORY     - 20171220 GOOD             ARHD
 DQ8649
 DQ8649                          STATION DESCRIPTION
 DQ8649
 DQ8649'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2017 (JDH)
 DQ8649'THE STATION IS LOCATED ABOUT 10.1 MI (16.3 KM) EAST OF WILMAR, 9.5 MI
 DQ8649'(15.3 KM) NORTHWEST OF COMINTO AND 2.0 MI (3.2 KM) EAST OF MONTICELLO.
 DQ8649'OWNERSHIP--MONTICELLO AIRPORT.
 DQ8649'
 DQ8649'TO REACH FROM THE INTERSECTION OF US HIGHWAY 278 AND STATE HIGHWAY 35,
 DQ8649'GO EAST ON HIGHWAY 278 FOR 0.1 MI (0.2 KM) TO CITY STREET AIRPORT
 DQ8649'ROAD.  TURN LEFT AND GO NORTH ON AIRPORT ROAD FOR 0.5 MI (0.8 KM) TO
 DQ8649'AIRPORT ENTRANCE ROAD.  TURN RIGHT AND GO EAST ON AIRPORT ENTRANCE
 DQ8649'ROAD BETWEEN TWO HANGERS THEN SOUTH TO THE END OF THE RUNWAY TO THE
 DQ8649'STATION ON THE RIGHT.
 DQ8649'
 DQ8649'IT IS 419 FT (127.7 M) SOUTHEAST OF THE SOUTHEAST CORNER OF THE RUNWAY
 DQ8649'AND 83 FT (25.3 M) SOUTHEAST OF THE EXTENDED CENTERLINE OF THE RUNWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ8652 ***********************************************************************
 DQ8652  DESIGNATION -  MONTICELLO CBL 1400
 DQ8652  PID         -  DQ8652
 DQ8652  STATE/COUNTY-  AR/DREW
 DQ8652  COUNTRY     -  US
 DQ8652  USGS QUAD   -  COLLINS NW (2017)
 DQ8652
 DQ8652                         *CURRENT SURVEY CONTROL
 DQ8652  ______________________________________________________________________
 DQ8652* NAD 83(1986) POSITION- 33 38 32.4    (N) 091 44 52.5    (W)   HD_HELD2
 DQ8652* NAVD 88 ORTHO HEIGHT -    72.306 (meters)      237.22  (feet) ADJUSTED
 DQ8652  ______________________________________________________________________
 DQ8652  GEOID HEIGHT    -        -25.755 (meters)                     GEOID18
 DQ8652  DYNAMIC HEIGHT  -         72.232 (meters)      236.98  (feet) COMP
 DQ8652  MODELED GRAVITY -    979,617.6   (mgal)                       NAVD 88
 DQ8652
 DQ8652  VERT ORDER      -  SECOND    CLASS I
 DQ8652
 DQ8652.The horizontal coordinates were established by autonomous hand held GPS
 DQ8652.observations and have an estimated accuracy of +/- 10 meters.
 DQ8652
 DQ8652.The orthometric height was determined by differential leveling and
 DQ8652.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8652.in July 2018.
 DQ8652
 DQ8652.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8652.GEOID18 height accuracy estimate available here.
 DQ8652
 DQ8652.Click photographs - Photos may exist for this station.
 DQ8652
 DQ8652.The dynamic height is computed by dividing the NAVD 88
 DQ8652.geopotential number by the normal gravity value computed on the
 DQ8652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8652.degrees latitude (g = 980.6199 gals.).
 DQ8652
 DQ8652.The modeled gravity was interpolated from observed gravity values.
 DQ8652
 DQ8652;                    North         East    Units  Estimated Accuracy
 DQ8652;SPC AR S     -   508,242.      423,384.      MT  (+/- 10 meters HH2 GPS)
 DQ8652
 DQ8652_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT1611323202(NAD 83)
 DQ8652
 DQ8652                          SUPERSEDED SURVEY CONTROL
 DQ8652
 DQ8652.No superseded survey control is available for this station.
 DQ8652
 DQ8652_MARKER: DQ = CALIBRATION BASE LINE DISK
 DQ8652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ8652_STAMPING: 1400
 DQ8652_MARK LOGO: NGS
 DQ8652_PROJECTION: RECESSED 13 CENTIMETERS
 DQ8652_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DQ8652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ8652+STABILITY: SURFACE MOTION
 DQ8652_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8652+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2017
 DQ8652
 DQ8652  HISTORY     - Date     Condition        Report By
 DQ8652  HISTORY     - 2005     MONUMENTED       NGS
 DQ8652  HISTORY     - 20171220 GOOD             ARHD
 DQ8652
 DQ8652                          STATION DESCRIPTION
 DQ8652
 DQ8652'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2017 (JDH)
 DQ8652'THE STATION IS LOCATED ABOUT 10.6 MI (17.1 KM) EAST OF WILMAR, 9.7 MI
 DQ8652'(15.6 KM) NORTHWEST OF COMINTO AND 2.6 MI (4.2 KM) EAST-NORTHEAST OF
 DQ8652'MONTICELLO.  OWNERSHIP--MONTICELLO AIRPORT.
 DQ8652'
 DQ8652'TO REACH FROM THE INTERSECTION OF US HIGHWAY 278 AND STATE HIGHWAY 35,
 DQ8652'GO EAST ON HIGHWAY 278 FOR 0.1 MI (0.2 KM) TO CITY STREET AIRPORT
 DQ8652'ROAD.  TURN LEFT AND GO NORTH ON AIRPORT ROAD FOR 0.5 MI (0.8 KM) TO
 DQ8652'AIRPORT ENTRANCE ROAD.  TURN RIGHT AND GO EAST ON AIRPORT ENTRANCE
 DQ8652'ROAD BETWEEN TWO HANGERS, HEAD NORTH ACROSS THE RUNWAY TO THE STATION
 DQ8652'ON THE RIGHT.
 DQ8652'
 DQ8652'IT IS 74 FT (22.6 M) EAST OF THE RUNWAY CENTERLINE AND 37 FT (11.3 M)
 DQ8652'SOUTH OF THE SOUTHEAST CORNER OF A HEADWALL.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ8650 ***********************************************************************
 DQ8650  DESIGNATION -  MONTICELLO CBL 150
 DQ8650  PID         -  DQ8650
 DQ8650  STATE/COUNTY-  AR/DREW
 DQ8650  COUNTRY     -  US
 DQ8650  USGS QUAD   -  MONTICELLO NORTH (2017)
 DQ8650
 DQ8650                         *CURRENT SURVEY CONTROL
 DQ8650  ______________________________________________________________________
 DQ8650* NAD 83(1986) POSITION- 33 37 57.9    (N) 091 45 17.9    (W)   HD_HELD2
 DQ8650* NAVD 88 ORTHO HEIGHT -    80.704 (meters)      264.78  (feet) ADJUSTED
 DQ8650  ______________________________________________________________________
 DQ8650  GEOID HEIGHT    -        -25.751 (meters)                     GEOID18
 DQ8650  DYNAMIC HEIGHT  -         80.622 (meters)      264.51  (feet) COMP
 DQ8650  MODELED GRAVITY -    979,614.9   (mgal)                       NAVD 88
 DQ8650
 DQ8650  VERT ORDER      -  SECOND    CLASS I
 DQ8650
 DQ8650.The horizontal coordinates were established by autonomous hand held GPS
 DQ8650.observations and have an estimated accuracy of +/- 10 meters.
 DQ8650
 DQ8650.The orthometric height was determined by differential leveling and
 DQ8650.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8650.in July 2018.
 DQ8650
 DQ8650.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8650.GEOID18 height accuracy estimate available here.
 DQ8650
 DQ8650.Click photographs - Photos may exist for this station.
 DQ8650
 DQ8650.The dynamic height is computed by dividing the NAVD 88
 DQ8650.geopotential number by the normal gravity value computed on the
 DQ8650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8650.degrees latitude (g = 980.6199 gals.).
 DQ8650
 DQ8650.The modeled gravity was interpolated from observed gravity values.
 DQ8650
 DQ8650;                    North         East    Units  Estimated Accuracy
 DQ8650;SPC AR S     -   507,178.      422,732.      MT  (+/- 10 meters HH2 GPS)
 DQ8650
 DQ8650_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT1547122132(NAD 83)
 DQ8650
 DQ8650                          SUPERSEDED SURVEY CONTROL
 DQ8650
 DQ8650.No superseded survey control is available for this station.
 DQ8650
 DQ8650_MARKER: DQ = CALIBRATION BASE LINE DISK
 DQ8650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ8650_STAMPING: 150
 DQ8650_MARK LOGO: NGS
 DQ8650_PROJECTION: RECESSED 10 CENTIMETERS
 DQ8650_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DQ8650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ8650+STABILITY: SURFACE MOTION
 DQ8650_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8650+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2017
 DQ8650
 DQ8650  HISTORY     - Date     Condition        Report By
 DQ8650  HISTORY     - 2005     MONUMENTED       NGS
 DQ8650  HISTORY     - 20171220 GOOD             ARHD
 DQ8650
 DQ8650                          STATION DESCRIPTION
 DQ8650
 DQ8650'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2017 (JDH)
 DQ8650'THE STATION IS LOCATED ABOUT 10.2 MI (16.4 KM) EAST OF WILMAR, 9.5 MI
 DQ8650'(15.3 KM) NORTHWEST OF COMINTO AND 2.1 MI (3.4 KM) EAST OF MONTICELLO.
 DQ8650'OWNERSHIP--MONTICELLO AIRPORT.
 DQ8650'
 DQ8650'TO REACH FROM THE INTERSECTION OF US HIGHWAY 278 AND STATE HIGHWAY 35,
 DQ8650'GO EAST ON HIGHWAY 278 FOR 0.1 MI (0.2 KM) TO CITY STREET AIRPORT
 DQ8650'ROAD.  TURN LEFT AND GO NORTH ON AIRPORT ROAD FOR 0.5 MI (0.8 KM) TO
 DQ8650'AIRPORT ENTRANCE ROAD.  TURN RIGHT AND GO EAST ON AIRPORT ENTRANCE
 DQ8650'ROAD BETWEEN TWO HANGERS THEN SOUTH TO THE END OF THE RUNWAY TO THE
 DQ8650'STATION ON THE RIGHT.
 DQ8650'
 DQ8650'IT IS 88 FT (26.8 M) NORTHEAST OF THE SOUTHEAST CORNER OF THE RUNWAY
 DQ8650'AND 81 FT (24.7 M) EAST OF THE RUNWAY CENTERLINE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ8651 ***********************************************************************
 DQ8651  DESIGNATION -  MONTICELLO CBL 430
 DQ8651  PID         -  DQ8651
 DQ8651  STATE/COUNTY-  AR/DREW
 DQ8651  COUNTRY     -  US
 DQ8651  USGS QUAD   -  MONTICELLO NORTH (2017)
 DQ8651
 DQ8651                         *CURRENT SURVEY CONTROL
 DQ8651  ______________________________________________________________________
 DQ8651* NAD 83(1986) POSITION- 33 38 05.61   (N) 091 45 12.26   (W)   HD_HELD1
 DQ8651* NAVD 88 ORTHO HEIGHT -    78.987 (meters)      259.14  (feet) ADJUSTED
 DQ8651  ______________________________________________________________________
 DQ8651  GEOID HEIGHT    -        -25.751 (meters)                     GEOID18
 DQ8651  DYNAMIC HEIGHT  -         78.906 (meters)      258.88  (feet) COMP
 DQ8651  MODELED GRAVITY -    979,615.5   (mgal)                       NAVD 88
 DQ8651
 DQ8651  VERT ORDER      -  SECOND    CLASS I
 DQ8651
 DQ8651.The horizontal coordinates were determined by differentially corrected
 DQ8651.hand held GPS observations or other comparable positioning techniques
 DQ8651.and have an estimated accuracy of +/- 3 meters.
 DQ8651
 DQ8651.The orthometric height was determined by differential leveling and
 DQ8651.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8651.in July 2018.
 DQ8651
 DQ8651.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8651.GEOID18 height accuracy estimate available here.
 DQ8651
 DQ8651.Click photographs - Photos may exist for this station.
 DQ8651
 DQ8651.The dynamic height is computed by dividing the NAVD 88
 DQ8651.geopotential number by the normal gravity value computed on the
 DQ8651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8651.degrees latitude (g = 980.6199 gals.).
 DQ8651
 DQ8651.The modeled gravity was interpolated from observed gravity values.
 DQ8651
 DQ8651;                    North         East    Units  Estimated Accuracy
 DQ8651;SPC AR S     -   507,415.8     422,877.2     MT  (+/- 3 meters HH1 GPS) 
 DQ8651
 DQ8651_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT1561422371(NAD 83)
 DQ8651
 DQ8651                          SUPERSEDED SURVEY CONTROL
 DQ8651
 DQ8651.No superseded survey control is available for this station.
 DQ8651
 DQ8651_MARKER: DQ = CALIBRATION BASE LINE DISK
 DQ8651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ8651_STAMPING: 430
 DQ8651_MARK LOGO: NGS
 DQ8651_PROJECTION: RECESSED 15 CENTIMETERS
 DQ8651_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DQ8651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ8651+STABILITY: SURFACE MOTION
 DQ8651_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8651+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2017
 DQ8651
 DQ8651  HISTORY     - Date     Condition        Report By
 DQ8651  HISTORY     - 2005     MONUMENTED       NGS
 DQ8651  HISTORY     - 20171220 GOOD             ARHD
 DQ8651
 DQ8651                          STATION DESCRIPTION
 DQ8651
 DQ8651'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2017 (JDH)
 DQ8651'THE STATION IS LOCATED ABOUT 10.3 MI (16.6 KM) EAST OF WILMAR, 9.6 MI
 DQ8651'(15.4 KM) NORTHWEST OF COMINTO AND 2.2 MI (3.5 KM) EAST OF
 DQ8651'MONTICELLO.OWNERSHIP--MONTICELLO AIRPORT.
 DQ8651'
 DQ8651'TO REACH FROM THE INTERSECTION OF US HIGHWAY 278 AND STATE HIGHWAY 35,
 DQ8651'GO EAST ON HIGHWAY 278 FOR 0.1 MI (0.2 KM) TO CITY STREET AIRPORT
 DQ8651'ROAD.  TURN LEFT AND GO NORTH ON AIRPORT ROAD FOR 0.5 MI (0.8 KM) TO
 DQ8651'AIRPORT ENTRANCE ROAD.  TURN RIGHT AND GO EAST ON AIRPORT ENTRANCE
 DQ8651'ROAD BETWEEN TWO HANGERS ACROSS THE RUNWAY TO THE STATION ON THE
 DQ8651'RIGHT.
 DQ8651'
 DQ8651'IT IS 154 FT (46.9 M) NORTHWEST OF A WINDSOCK, 79 FT (24.1 M) EAST OF
 DQ8651'THE RUNWAY CENTERLINE AND 51 FT (15.5 M) WEST OF THE TOP OF A CUT
 DQ8651'BANK.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 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  COUNTRY     -  US
 DF3567  USGS QUAD   -  MONTICELLO SOUTH (2017)
 DF3567
 DF3567                         *CURRENT SURVEY CONTROL
 DF3567  ______________________________________________________________________
 DF3567* NAD 83(2011) POSITION- 33 35 31.13683(N) 091 48 53.22976(W)   ADJUSTED
 DF3567* NAD 83(2011) ELLIP HT-    66.813 (meters)        (04/??/25)   ADJUSTED
 DF3567* NAD 83(2011) EPOCH   -  2010.00
 DF3567  ______________________________________________________________________
 DF3567  GEOID HEIGHT    -        -25.752 (meters)                     GEOID18
 DF3567  NAD 83(2011) X  -   -168,429.562 (meters)                     COMP
 DF3567  NAD 83(2011) Y  - -5,315,819.813 (meters)                     COMP
 DF3567  NAD 83(2011) Z  -  3,508,874.168 (meters)                     COMP
 DF3567
 DF3567  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF3567  Standards:
 DF3567         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF3567            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF3567  -------------------------------------------------------------------
 DF3567  NETWORK    0.30   0.53           0.14   0.10   0.27     -0.00320500
 DF3567  -------------------------------------------------------------------
 DF3567
 DF3567.The coordinates were established by GPS observations
 DF3567.and adjusted by the National Geodetic Survey in April 2025.
 DF3567
 DF3567.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF3567.been affixed to the stable North American Tectonic Plate. 
 DF3567
 DF3567.The coordinates are valid at the epoch date displayed above
 DF3567.which is a decimal equivalence of Year/Month/Day.
 DF3567
 DF3567.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DF3567.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DF3567.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DF3567.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DF3567.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DF3567.published epoch of 2010.00.
 DF3567
 DF3567.Additional information on MYCS is available at:
 DF3567.https://geodesy.noaa.gov/CORS/index.shtml
 DF3567
 DF3567.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF3567.GEOID18 height accuracy estimate available here.
 DF3567
 DF3567.The PID for the CORS L1 Phase Center is DF3568.
 DF3567
 DF3567.Click photographs - Photos may exist for this station.
 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 following values were computed from the NAD 83(2011) position.
 DF3567
 DF3567;                    North         East     Units Scale Factor Converg.
 DF3567;SPC AR S     -   502,644.768   417,191.425   MT  0.99994809   +0 06 13.2
 DF3567;SPC AR S     - 1,649,093.71  1,368,735.53   sFT  0.99994809   +0 06 13.2
 DF3567;UTM  15      - 3,717,546.689   609,975.533   MT  0.99974911   +0 39 20.9
 DF3567
 DF3567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF3567!SPC AR S     -   0.99998951  x   0.99994809  =   0.99993760
 DF3567!UTM  15      -   0.99998951  x   0.99974911  =   0.99973862
 DF3567
 DF3567_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT0997517546(NAD 83)
 DF3567
 DF3567                          SUPERSEDED SURVEY CONTROL
 DF3567
 DF3567  NAD 83(2011)-  33 35 31.13692(N)    091 48 53.22982(W) AD(2010.00) c
 DF3567  ELLIP H (06/??/19)   66.812  (m)                       GP(2010.00) c c
 DF3567  NAD 83(2011)-  33 35 31.13691(N)    091 48 53.22979(W) AD(2010.00) c
 DF3567  ELLIP H (08/??/11)   66.809  (m)                       GP(2010.00) c c
 DF3567  NAD 83(CORS)-  33 35 31.13684(N)    091 48 53.23042(W) AD(2002.00) c
 DF3567  ELLIP H (01/??/03)   66.824  (m)                       GP(2002.00) c c
 DF3567
 DF3567.Superseded values are not recommended for survey control.
 DF3567
 DF3567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF3567.See file dsdata.pdf to determine how the superseded data were derived.
 DF3567
 DF3567_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF3567
 DF3567                          STATION DESCRIPTION
 DF3567
 DF3567'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DF3567'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DF3567'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DF3567'AND LOG FILES ACCESSIBLE AT:
 DF3567'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ4721 ***********************************************************************
 DQ4721  CORS        -  This is a GPS Continuously Operating Reference Station.
 DQ4721  DESIGNATION -  MONTICELLO CORS ARP
 DQ4721  CORS_ID     -  ARMO
 DQ4721  PID         -  DQ4721
 DQ4721  STATE/COUNTY-  AR/DREW
 DQ4721  COUNTRY     -  US
 DQ4721  USGS QUAD   -  MONTICELLO SOUTH (2017)
 DQ4721
 DQ4721                         *CURRENT SURVEY CONTROL
 DQ4721  ______________________________________________________________________
 DQ4721* NAD 83(2011) POSITION- 33 35 40.39813(N) 091 48 47.49646(W)   ADJUSTED
 DQ4721* NAD 83(2011) ELLIP HT-    53.945 (meters)        (04/??/25)   ADJUSTED
 DQ4721* NAD 83(2011) EPOCH   -  2010.00
 DQ4721* NAVD 88 ORTHO HEIGHT -    79.686 (meters)      261.44  (feet) ADJUSTED
 DQ4721  ______________________________________________________________________
 DQ4721  GEOID HEIGHT    -        -25.751 (meters)                     GEOID18
 DQ4721  NAD 83(2011) X  -   -168,276.469 (meters)                     COMP
 DQ4721  NAD 83(2011) Y  - -5,315,655.982 (meters)                     COMP
 DQ4721  NAD 83(2011) Z  -  3,509,104.733 (meters)                     COMP
 DQ4721  VERT ORDER      -  SECOND    CLASS I
 DQ4721
 DQ4721  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ4721  Standards:
 DQ4721         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ4721            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ4721  -------------------------------------------------------------------
 DQ4721  NETWORK    0.08   0.13           0.04   0.02   0.07     -0.41730600
 DQ4721  -------------------------------------------------------------------
 DQ4721
 DQ4721.The coordinates were established by GPS observations
 DQ4721.and adjusted by the National Geodetic Survey in April 2025.
 DQ4721
 DQ4721.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ4721.been affixed to the stable North American Tectonic Plate. 
 DQ4721
 DQ4721.The coordinates are valid at the epoch date displayed above
 DQ4721.which is a decimal equivalence of Year/Month/Day.
 DQ4721
 DQ4721.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DQ4721.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DQ4721.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DQ4721.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DQ4721.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DQ4721.published epoch of 2010.00.
 DQ4721
 DQ4721.Additional information on MYCS is available at:
 DQ4721.https://geodesy.noaa.gov/CORS/index.shtml
 DQ4721
 DQ4721.The orthometric height was determined by differential leveling and
 DQ4721.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4721.in October 2017.
 DQ4721
 DQ4721.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4721.GEOID18 height accuracy estimate available here.
 DQ4721
 DQ4721.The PID for the CORS L1 Phase Center is DS2938.
 DQ4721
 DQ4721.Click photographs - Photos may exist for this station.
 DQ4721
 DQ4721.The XYZ, and position/ellipsoidal ht. are equivalent.
 DQ4721
 DQ4721.The ellipsoidal height was determined by GPS observations
 DQ4721.and is referenced to NAD 83.
 DQ4721
 DQ4721. The following values were computed from the NAD 83(2011) position.
 DQ4721
 DQ4721;                    North         East     Units Scale Factor Converg.
 DQ4721;SPC AR S     -   502,930.360   417,338.727   MT  0.99994775   +0 06 16.4
 DQ4721;SPC AR S     - 1,650,030.69  1,369,218.81   sFT  0.99994775   +0 06 16.4
 DQ4721;UTM  15      - 3,717,833.630   610,120.047   MT  0.99974950   +0 39 24.3
 DQ4721
 DQ4721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ4721!SPC AR S     -   0.99999153  x   0.99994775  =   0.99993928
 DQ4721!UTM  15      -   0.99999153  x   0.99974950  =   0.99974103
 DQ4721
 DQ4721_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT1012017833(NAD 83)
 DQ4721
 DQ4721                          SUPERSEDED SURVEY CONTROL
 DQ4721
 DQ4721  NAD 83(2011)-  33 35 40.39818(N)    091 48 47.49656(W) AD(2010.00) c
 DQ4721  ELLIP H (08/??/19)   53.924  (m)                       GP(2010.00) c c
 DQ4721  NAD 83(2011)-  33 35 40.39836(N)    091 48 47.49649(W) AD(2010.00) c
 DQ4721  ELLIP H (03/??/17)   53.928  (m)                       GP(2010.00) c c
 DQ4721
 DQ4721.Superseded values are not recommended for survey control.
 DQ4721
 DQ4721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ4721.See file dsdata.pdf to determine how the superseded data were derived.
 DQ4721
 DQ4721_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DQ4721
 DQ4721                          STATION DESCRIPTION
 DQ4721
 DQ4721'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DQ4721'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DQ4721'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DQ4721'AND LOG FILES ACCESSIBLE AT:
 DQ4721'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH0946 ***********************************************************************
 EH0946  DESIGNATION -  MOON
 EH0946  PID         -  EH0946
 EH0946  STATE/COUNTY-  AR/ST FRANCIS
 EH0946  COUNTRY     -  US
 EH0946  USGS QUAD   -  PALESTINE (2017)
 EH0946
 EH0946                         *CURRENT SURVEY CONTROL
 EH0946  ______________________________________________________________________
 EH0946* NAD 83(1997) POSITION- 34 57 29.79144(N) 090 57 16.41915(W)   ADJUSTED
 EH0946* NAVD 88 ORTHO HEIGHT -    64.322 (meters)      211.03  (feet) ADJUSTED
 EH0946  ______________________________________________________________________
 EH0946  GEOID HEIGHT    -        -26.866 (meters)                     GEOID18
 EH0946  LAPLACE CORR    -         -0.12  (seconds)                    DEFLEC18
 EH0946  DYNAMIC HEIGHT  -         64.264 (meters)      210.84  (feet) COMP
 EH0946  MODELED GRAVITY -    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 and
 EH0946.adjusted by the NATIONAL GEODETIC SURVEY
 EH0946.in June 1991.
 EH0946
 EH0946.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0946.GEOID18 height accuracy estimate available here.
 EH0946
 EH0946.Click photographs - Photos may exist for this station.
 EH0946
 EH0946.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999412  x   0.99999519  =   0.99998931
 EH0946!SPC AR S     -   0.99999412  x   1.00004836  =   1.00004248
 EH0946!UTM  15      -   0.99999412  x   1.00002988  =   1.00002400
 EH0946
 EH0946:                Primary Azimuth Mark                     Grid Az
 EH0946:SPC AR N     -  GOODWIN                                  249 30 56.0
 EH0946:SPC AR S     -  GOODWIN                                  249 32 19.6
 EH0946:UTM  15      -  GOODWIN                                  248 57 05.6
 EH0946
 EH0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU8675870326(NAD 83)
 EH0946
 EH0946|---------------------------------------------------------------------|
 EH0946| PID    Reference Object                     Distance      Geod. Az  |
 EH0946|                                                           dddmmss.s |
 EH0946| EH0948 MOON RM 2                            22.343 METERS 16011     |
 EH0946| EH0938 GOODWIN                             APPROX. 3.9 KM 2500726.0 |
 EH0946|---------------------------------------------------------------------|
 EH0946
 EH0946                          SUPERSEDED SURVEY CONTROL
 EH0946
 EH0946  NAD 83(1995)-  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  USSD        -  34 57 29.63500(N)    090 57 15.73700(W) AD(       ) 3
 EH0946  NGVD 29              64.31   (m)          211.0    (f) LEVELING    3  
 EH0946  NGVD 29 (11/26/84)   64.319  (m)          211.02   (f) ADJUSTED    1 2
 EH0946
 EH0946.Superseded values are not recommended for survey control.
 EH0946
 EH0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0946.See file dsdata.pdf to determine how the superseded data were derived.
 EH0946
 EH0946_MARKER: DS = TRIANGULATION STATION DISK
 EH0946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0946_STAMPING: MOON 1916 1920 BM
 EH0946_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH0947 ***********************************************************************
 EH0947  DESIGNATION -  MOON RM 1
 EH0947  PID         -  EH0947
 EH0947  STATE/COUNTY-  AR/ST FRANCIS
 EH0947  COUNTRY     -  US
 EH0947  USGS QUAD   -  PALESTINE (2017)
 EH0947
 EH0947                         *CURRENT SURVEY CONTROL
 EH0947  ______________________________________________________________________
 EH0947* NAD 83(1986) POSITION- 34 57 30.70   (N) 090 57 13.82   (W)   HD_HELD1
 EH0947* NAVD 88 ORTHO HEIGHT -    64.003 (meters)      209.98  (feet) ADJUSTED
 EH0947  ______________________________________________________________________
 EH0947  GEOID HEIGHT    -        -26.867 (meters)                     GEOID18
 EH0947  DYNAMIC HEIGHT  -         63.945 (meters)      209.79  (feet) COMP
 EH0947  MODELED GRAVITY -    979,726.2   (mgal)                       NAVD 88
 EH0947
 EH0947  VERT ORDER      -  FIRST     CLASS II
 EH0947
 EH0947.The horizontal coordinates were determined by differentially corrected
 EH0947.hand held GPS observations or other comparable positioning techniques
 EH0947.and have an estimated accuracy of +/- 3 meters.
 EH0947
 EH0947.The orthometric height was determined by differential leveling and
 EH0947.adjusted by the NATIONAL GEODETIC SURVEY
 EH0947.in June 1991.
 EH0947
 EH0947.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0947.GEOID18 height accuracy estimate available here.
 EH0947
 EH0947.Click photographs - Photos may exist for this station.
 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     -    69,868.1     495,548.0     MT  (+/- 3 meters HH1 GPS) 
 EH0947
 EH0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU8682370355(NAD 83)
 EH0947
 EH0947                          SUPERSEDED SURVEY CONTROL
 EH0947
 EH0947  NGVD 29 (11/26/84)   64.000  (m)          209.97   (f) ADJUSTED    1 2
 EH0947
 EH0947.Superseded values are not recommended for survey control.
 EH0947
 EH0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0947.See file dsdata.pdf to determine how the superseded data were derived.
 EH0947
 EH0947_MARKER: DR = REFERENCE MARK DISK
 EH0947_SETTING: 7 = 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     - 1935     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'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 = MARCH 20, 2026 22:17:28 EDT
 EH0948 ***********************************************************************
 EH0948  DESIGNATION -  MOON RM 2
 EH0948  PID         -  EH0948
 EH0948  STATE/COUNTY-  AR/ST FRANCIS
 EH0948  COUNTRY     -  US
 EH0948  USGS QUAD   -  PALESTINE (2017)
 EH0948
 EH0948                         *CURRENT SURVEY CONTROL
 EH0948  ______________________________________________________________________
 EH0948* NAD 83(1986) POSITION- 34 57 29.11   (N) 090 57 16.12   (W)   HD_HELD1
 EH0948* NAVD 88 ORTHO HEIGHT -    64.093 (meters)      210.28  (feet) ADJUSTED
 EH0948  ______________________________________________________________________
 EH0948  GEOID HEIGHT    -        -26.866 (meters)                     GEOID18
 EH0948  DYNAMIC HEIGHT  -         64.034 (meters)      210.08  (feet) COMP
 EH0948  MODELED GRAVITY -    979,726.1   (mgal)                       NAVD 88
 EH0948
 EH0948  VERT ORDER      -  FIRST     CLASS II
 EH0948
 EH0948.The horizontal coordinates were determined by differentially corrected
 EH0948.hand held GPS observations or other comparable positioning techniques
 EH0948.and have an estimated accuracy of +/- 3 meters.
 EH0948
 EH0948.The orthometric height was determined by differential leveling and
 EH0948.adjusted by the NATIONAL GEODETIC SURVEY
 EH0948.in June 1991.
 EH0948
 EH0948.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0948.GEOID18 height accuracy estimate available here.
 EH0948
 EH0948.Click photographs - Photos may exist for this station.
 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     -    69,818.5     495,490.2     MT  (+/- 3 meters HH1 GPS) 
 EH0948
 EH0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU8676670305(NAD 83)
 EH0948
 EH0948                          SUPERSEDED SURVEY CONTROL
 EH0948
 EH0948  NGVD 29 (11/26/84)   64.090  (m)          210.27   (f) ADJUSTED    1 2
 EH0948
 EH0948.Superseded values are not recommended for survey control.
 EH0948
 EH0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0948.See file dsdata.pdf to determine how the superseded data were derived.
 EH0948
 EH0948_MARKER: DR = REFERENCE MARK DISK
 EH0948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0948_STAMPING: MOON RM 2 1916 1920 BM
 EH0948_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 DG5263 ***********************************************************************
 DG5263  HT_MOD      -  This is a Height Modernization Survey Station.
 DG5263  DESIGNATION -  MOONX
 DG5263  PID         -  DG5263
 DG5263  STATE/COUNTY-  AR/ST FRANCIS
 DG5263  COUNTRY     -  US
 DG5263  USGS QUAD   -  PALESTINE (2017)
 DG5263
 DG5263                         *CURRENT SURVEY CONTROL
 DG5263  ______________________________________________________________________
 DG5263* NAD 83(2011) POSITION- 34 57 29.11602(N) 090 57 14.52002(W)   ADJUSTED
 DG5263* NAD 83(2011) ELLIP HT-    36.551 (meters)        (06/27/12)   ADJUSTED
 DG5263* NAD 83(2011) EPOCH   -  2010.00
 DG5263* NAVD 88 ORTHO HEIGHT -    63.54  (meters)      208.5   (feet) GPS OBS
 DG5263  ______________________________________________________________________
 DG5263  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DG5263  GEOID HEIGHT    -        -26.938 (meters)                     GEOID03
 DG5263  GEOID HEIGHT    -        -26.866 (meters)                     GEOID18
 DG5263  NAD 83(2011) X  -    -87,132.814 (meters)                     COMP
 DG5263  NAD 83(2011) Y  - -5,232,396.948 (meters)                     COMP
 DG5263  NAD 83(2011) Z  -  3,634,078.025 (meters)                     COMP
 DG5263  LAPLACE CORR    -         -0.12  (seconds)                    DEFLEC18
 DG5263
 DG5263  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG5263  Standards:
 DG5263         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG5263            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG5263  -------------------------------------------------------------------
 DG5263  NETWORK    0.88   1.61           0.37   0.35   0.82     -0.04216970
 DG5263  -------------------------------------------------------------------
 DG5263  Click here for local accuracies and other accuracy information.
 DG5263
 DG5263.The horizontal coordinates were established by GPS observations
 DG5263.and adjusted by the National Geodetic Survey in June 2012.
 DG5263
 DG5263.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG5263.been affixed to the stable North American tectonic plate. See 
 DG5263.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG5263
 DG5263.The horizontal coordinates are valid at the epoch date displayed above
 DG5263.which is a decimal equivalence of Year/Month/Day.
 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.
 DG5263
 DG5263.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG5263.GEOID18 height accuracy estimate available here.
 DG5263
 DG5263.Click photographs - Photos may exist 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 DEFLEC18 derived deflections.
 DG5263
 DG5263.The ellipsoidal height was determined by GPS observations
 DG5263.and is referenced to NAD 83.
 DG5263
 DG5263. The following values were computed from the NAD 83(2011) position.
 DG5263
 DG5263;                    North         East     Units Scale Factor Converg.
 DG5263;SPC AR N     -    69,819.106   495,530.791   MT  0.99999523   +0 36 31.1
 DG5263;SPC AR N     -   229,064.85  1,625,753.94   sFT  0.99999523   +0 36 31.1
 DG5263;UTM  15      - 3,870,306.721   686,806.738   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU8680670306(NAD 83)
 DG5263
 DG5263                          SUPERSEDED SURVEY CONTROL
 DG5263
 DG5263  NAD 83(2007)-  34 57 29.11604(N)    090 57 14.52100(W) AD(2002.00) 0
 DG5263  ELLIP H (02/10/07)   36.572  (m)                       GP(2002.00)    
 DG5263  NAD 83(1997)-  34 57 29.11586(N)    090 57 14.52053(W) AD(       ) B
 DG5263  ELLIP H (04/05/04)   36.561  (m)                       GP(       ) 2 2
 DG5263  NAVD 88              63.45   (m)          208.2    (f) LEVELING    3  
 DG5263
 DG5263.Superseded values are not recommended for survey control.
 DG5263
 DG5263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5263.See file dsdata.pdf to determine how the superseded data were derived.
 DG5263
 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.
 DG5263'
 DG5263'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 70 AND STATE
 DG5263'ROAD 259 NEAR GOODWIN, ARKANSAS PROCEED NORTHEAST ON U.S. 70, 4.0
 DG5263'KILOMETERS (2.5 MILES) TO THE MARK ON THE LEFT, ON THE NORTH SHOULDER
 DG5263'OF U.S. 70.
 DG5263'
 DG5263'THE MARK IS 7.1 METERS (23.3 FEET) NORTH, NORTHEAST OF THE CENTER LINE
 DG5263'OF U.S. 70, 26.1 METERS (85.7 FEET) NORTH, NORTHEAST OF A POWER POLE
 DG5263'WITH A TRANSFORMER, 22.6 METERS (74.2 FEET) WEST OF THE CENTERLINE OF
 DG5263'U.S. 70 AT THE PROJECTED CENTER OF AN ASPHALT DRIVEWAY LEADING SOUTH
 DG5263'TO A HOUSE, 51.0 METERS (167.0 FEET) EAST OF BENCHMARK MOON AND 6.1
 DG5263'METERS (20.0 FEET) SOUTH, SOUTHEAST OF A CARSONITE WITNESS POST.
 DG5263'
 DG5263'THE MARK IS A MEMPHIS DISTRICT CORPS OF ENGINEERS ALUMINUM CAP SET ON
 DG5263'AN ALUMINUM ROD, RECESSED 0.1 METERS (0.3 FEET) BELOW GROUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1740 ***********************************************************************
 FG1740  DESIGNATION -  MOPAC
 FG1740  PID         -  FG1740
 FG1740  STATE/COUNTY-  AR/PERRY
 FG1740  COUNTRY     -  US
 FG1740  USGS QUAD   -  GLEASON (2017)
 FG1740
 FG1740                         *CURRENT SURVEY CONTROL
 FG1740  ______________________________________________________________________
 FG1740* NAD 83(1997) POSITION- 35 06 00.73837(N) 092 34 04.06013(W)   ADJUSTED
 FG1740* NAVD 88 ORTHO HEIGHT -   154.    (meters)      505.    (feet) SCALED
 FG1740  ______________________________________________________________________
 FG1740  GEOID HEIGHT    -        -28.199 (meters)                     GEOID18
 FG1740  LAPLACE CORR    -          2.72  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1740.GEOID18 height accuracy estimate available here.
 FG1740
 FG1740.Click photographs - Photos may exist for this station.
 FG1740
 FG1740.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1740
 FG1740. The following values were computed from the NAD 83(1997) position.
 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  =   0.99959939
 FG1740
 FG1740:                Primary Azimuth Mark                     Grid Az
 FG1740:SPC AR N     -  TOM                                      242 57 54.1
 FG1740:UTM  15      -  TOM                                      242 23 10.0
 FG1740
 FG1740_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU3939184240(NAD 83)
 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
 FG1740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1740.See file dsdata.pdf to determine how the superseded data were derived.
 FG1740
 FG1740_MARKER: DS = TRIANGULATION STATION DISK
 FG1740_SETTING: 66 = SET IN ROCK OUTCROP
 FG1740_STAMPING: MOPAC 1940
 FG1740_MARK LOGO: CGS
 FG1740_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FG1740+STABILITY: POSITION/ELEVATION WELL
 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 = MARCH 20, 2026 22:17:28 EDT
 GE1048 ***********************************************************************
 GE1048  DESIGNATION -  MORAN
 GE1048  PID         -  GE1048
 GE1048  STATE/COUNTY-  AR/LAWRENCE
 GE1048  COUNTRY     -  US
 GE1048  USGS QUAD   -  MANSON (2017)
 GE1048
 GE1048                         *CURRENT SURVEY CONTROL
 GE1048  ______________________________________________________________________
 GE1048* NAD 83(1997) POSITION- 36 07 40.30433(N) 090 55 39.28790(W)   ADJUSTED
 GE1048* NAVD 88 ORTHO HEIGHT -    82.79  (+/-2cm)      271.6   (feet) VERTCON3
 GE1048  ______________________________________________________________________
 GE1048  GEOID HEIGHT    -        -28.121 (meters)                     GEOID18
 GE1048  LAPLACE CORR    -         -0.17  (seconds)                    DEFLEC18
 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
 GE1048.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE1048.GEOID18 height accuracy estimate available here.
 GE1048
 GE1048.The vertical order pertains to the NGVD 29 superseded value.
 GE1048
 GE1048.Click photographs - Photos may exist for this station.
 GE1048
 GE1048.The Laplace correction was computed from DEFLEC18 derived deflections.
 GE1048
 GE1048. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA8649200119(NAD 83)
 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              82.72   (m)          271.4    (f) LEVELING    3  
 GE1048
 GE1048.Superseded values are not recommended for survey control.
 GE1048
 GE1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1048.See file dsdata.pdf to determine how the superseded data were derived.
 GE1048
 GE1048_MARKER: DS = TRIANGULATION STATION DISK
 GE1048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE1048_STAMPING: MORAN 1953
 GE1048_MARK LOGO: CGS
 GE1048_PROJECTION: FLUSH
 GE1048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE1048+STABILITY: SURFACE MOTION
 GE1048_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GE1048+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2009
 GE1048
 GE1048  HISTORY     - Date     Condition        Report By
 GE1048  HISTORY     - 1953     MONUMENTED       CGS
 GE1048  HISTORY     - 20091101 GOOD             STANTI
 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.
 GE1048
 GE1048                          STATION RECOVERY (2009)
 GE1048
 GE1048'RECOVERY NOTE BY STANTEC CONSULTING INC. 2009 (DEM)
 GE1048'MARK FOUND UNDISTURBED 0.65 FEET BELOW GRAVEL AND DIRT GRADE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF2079 ***********************************************************************
 FF2079  DESIGNATION -  MORGAN
 FF2079  PID         -  FF2079
 FF2079  STATE/COUNTY-  AR/ST FRANCIS
 FF2079  COUNTRY     -  US
 FF2079  USGS QUAD   -  WYNNE (2017)
 FF2079
 FF2079                         *CURRENT SURVEY CONTROL
 FF2079  ______________________________________________________________________
 FF2079* NAD 83(1997) POSITION- 35 07 31.87781(N) 090 46 03.47426(W)   ADJUSTED
 FF2079* NAVD 88 ORTHO HEIGHT -   119.90  (+/-2cm)      393.4   (feet) VERTCON3
 FF2079  ______________________________________________________________________
 FF2079  GEOID HEIGHT    -        -27.042 (meters)                     GEOID18
 FF2079  LAPLACE CORR    -         -0.05  (seconds)                    DEFLEC18
 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
 FF2079.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF2079.GEOID18 height accuracy estimate available here.
 FF2079
 FF2079.The vertical order pertains to the NGVD 29 superseded value.
 FF2079
 FF2079.Click photographs - Photos may exist for this station.
 FF2079
 FF2079.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF2079
 FF2079. The following values were computed from the NAD 83(1997) position.
 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     -   0.99998542  x   0.99996778  =   0.99995320
 FF2079!UTM  15      -   0.99998542  x   1.00010996  =   1.00009538
 FF2079
 FF2079:                Primary Azimuth Mark                     Grid Az
 FF2079:SPC AR N     -  MORGAN AZ MK                             172 00 56.3
 FF2079:UTM  15      -  MORGAN AZ MK                             171 26 52.3
 FF2079
 FF2079_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU0341389243(NAD 83)
 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(1995)-  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             119.87   (m)          393.3    (f) LEVELING    3  
 FF2079
 FF2079.Superseded values are not recommended for survey control.
 FF2079
 FF2079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2079.See file dsdata.pdf to determine how the superseded data were derived.
 FF2079
 FF2079_MARKER: DS = TRIANGULATION STATION DISK
 FF2079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2079_STAMPING: MORGAN 1954
 FF2079_MARK LOGO: CGS
 FF2079_PROJECTION: FLUSH
 FF2079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF2079+STABILITY: SURFACE MOTION
 FF2079_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF2079+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2011
 FF2079
 FF2079  HISTORY     - Date     Condition        Report By
 FF2079  HISTORY     - 1954     MONUMENTED       CGS
 FF2079  HISTORY     - 1957     GOOD             USGS
 FF2079  HISTORY     - 20110908 GOOD             BAKER
 FF2079  HISTORY     - 20110909 GOOD             BAKER
 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.
 FF2079
 FF2079                          STATION RECOVERY (2011)
 FF2079
 FF2079'RECOVERY NOTE BY M BAKER JR INCORPORATED 2011 (TM)
 FF2079'RECOVERED IN GOOD CONDITION.
 FF2079
 FF2079                          STATION RECOVERY (2011)
 FF2079
 FF2079'RECOVERY NOTE BY M BAKER JR INCORPORATED 2011 (CN)
 FF2079'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL1287 ***********************************************************************
 DL1287  DESIGNATION -  MORO
 DL1287  PID         -  DL1287
 DL1287  STATE/COUNTY-  AR/CLEVELAND
 DL1287  COUNTRY     -  US
 DL1287  USGS QUAD   -  KINGSLAND (2017)
 DL1287
 DL1287                         *CURRENT SURVEY CONTROL
 DL1287  ______________________________________________________________________
 DL1287* NAD 83(1997) POSITION- 33 49 13.02357(N) 092 16 41.88098(W)   ADJUSTED
 DL1287* NAVD 88 ORTHO HEIGHT -    89.31  (+/-2cm)      293.0   (feet) VERTCON3
 DL1287  ______________________________________________________________________
 DL1287  GEOID HEIGHT    -        -25.990 (meters)                     GEOID18
 DL1287  LAPLACE CORR    -          0.89  (seconds)                    DEFLEC18
 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
 DL1287.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1287.GEOID18 height accuracy estimate available here.
 DL1287
 DL1287.The vertical order pertains to the NGVD 29 superseded value.
 DL1287
 DL1287.Click photographs - Photos may exist for this station.
 DL1287
 DL1287.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1287
 DL1287. The following values were computed from the NAD 83(1997) position.
 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  =   0.99964505
 DL1287
 DL1287:                Primary Azimuth Mark                     Grid Az
 DL1287:SPC AR S     -  BUCKSNORT                                271 37 41.7
 DL1287:UTM  15      -  BUCKSNORT                                271 04 14.9
 DL1287
 DL1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT6678842463(NAD 83)
 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(1993)-  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              89.37   (m)          293.2    (f) LEVELING    3  
 DL1287
 DL1287.Superseded values are not recommended for survey control.
 DL1287
 DL1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1287.See file dsdata.pdf to determine how the superseded data were derived.
 DL1287
 DL1287_MARKER: DS = TRIANGULATION STATION DISK
 DL1287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1287_STAMPING: MORO 1942
 DL1287_MARK LOGO: CGS
 DL1287_PROJECTION: FLUSH
 DL1287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1287+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2894 ***********************************************************************
 EH2894  DESIGNATION -  MORO
 EH2894  PID         -  EH2894
 EH2894  STATE/COUNTY-  AR/LEE
 EH2894  COUNTRY     -  US
 EH2894  USGS QUAD   -  MORO (2017)
 EH2894
 EH2894                         *CURRENT SURVEY CONTROL
 EH2894  ______________________________________________________________________
 EH2894* NAD 83(1997) POSITION- 34 46 31.88063(N) 090 58 01.62826(W)   ADJUSTED
 EH2894* NAVD 88 ORTHO HEIGHT -    61.77  (+/-2cm)      202.7   (feet) VERTCON3
 EH2894  ______________________________________________________________________
 EH2894  GEOID HEIGHT    -        -26.719 (meters)                     GEOID18
 EH2894  LAPLACE CORR    -         -0.17  (seconds)                    DEFLEC18
 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
 EH2894.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2894.GEOID18 height accuracy estimate available here.
 EH2894
 EH2894.The vertical order pertains to the NGVD 29 superseded value.
 EH2894
 EH2894.Click photographs - Photos may exist for this station.
 EH2894
 EH2894.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2894
 EH2894. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999450  x   1.00000199  =   0.99999649
 EH2894!UTM  15      -   0.99999450  x   1.00002652  =   1.00002102
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU8602250032(NAD 83)
 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(1995)-  34 46 31.88618(N)    090 58 01.62546(W) AD(       ) 1
 EH2894  NAD 83(1993)-  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              61.78   (m)          202.7    (f) LEVELING    3  
 EH2894
 EH2894.Superseded values are not recommended for survey control.
 EH2894
 EH2894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2894.See file dsdata.pdf to determine how the superseded data were derived.
 EH2894
 EH2894_MARKER: DS = TRIANGULATION STATION DISK
 EH2894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2894_STAMPING: MORO 1965
 EH2894_MARK LOGO: CGS
 EH2894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2894+STABILITY: SURFACE MOTION
 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     - 1964     MONUMENTED       CGS
 EH2894  HISTORY     - 1965     GOOD             CGS
 EH2894  HISTORY     - 20050419 GOOD             USACE
 EH2894
 EH2894                          STATION DESCRIPTION
 EH2894
 EH2894'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RAT)
 EH2894'STATION IS ABOUT 12 MILES WEST OF MARIANNA, 2 MILES SOUTHEAST
 EH2894'OF MORO, IN THE NORTHEAST 1/4 OF SECTION 23, T2N, R1E,
 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 (1965)
 EH2894
 EH2894'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1748 ***********************************************************************
 FG1748  DESIGNATION -  MORRILTON
 FG1748  PID         -  FG1748
 FG1748  STATE/COUNTY-  AR/CONWAY
 FG1748  COUNTRY     -  US
 FG1748  USGS QUAD   -  MORRILTON EAST (2017)
 FG1748
 FG1748                         *CURRENT SURVEY CONTROL
 FG1748  ______________________________________________________________________
 FG1748* NAD 83(1997) POSITION- 35 09 34.70296(N) 092 43 27.26039(W)   ADJUSTED
 FG1748* NAVD 88 ORTHO HEIGHT -   187.    (meters)      614.    (feet) SCALED
 FG1748  ______________________________________________________________________
 FG1748  GEOID HEIGHT    -        -28.547 (meters)                     GEOID18
 FG1748  LAPLACE CORR    -          2.77  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1748.GEOID18 height accuracy estimate available here.
 FG1748
 FG1748.Click photographs - Photos may exist for this station.
 FG1748
 FG1748.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1748
 FG1748. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 FG1748:SPC AR N     -  MORRILTON AZ MK                          206 59 14.3
 FG1748:UTM  15      -  MORRILTON AZ MK                          206 24 25.4
 FG1748
 FG1748_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU2511490781(NAD 83)
 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
 FG1748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1748.See file dsdata.pdf to determine how the superseded data were derived.
 FG1748
 FG1748_MARKER: DS = TRIANGULATION STATION DISK
 FG1748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1748_STAMPING: MORRILTON 1940
 FG1748_MARK LOGO: CGS
 FG1748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1748+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1745 ***********************************************************************
 FG1745  DESIGNATION -  MORRILTON 2
 FG1745  PID         -  FG1745
 FG1745  STATE/COUNTY-  AR/CONWAY
 FG1745  COUNTRY     -  US
 FG1745  USGS QUAD   -  MORRILTON EAST (2017)
 FG1745
 FG1745                         *CURRENT SURVEY CONTROL
 FG1745  ______________________________________________________________________
 FG1745* NAD 83(1997) POSITION- 35 09 33.52479(N) 092 43 26.29347(W)   ADJUSTED
 FG1745* NAVD 88 ORTHO HEIGHT -   187.    (meters)      614.    (feet) SCALED
 FG1745  ______________________________________________________________________
 FG1745  GEOID HEIGHT    -        -28.546 (meters)                     GEOID18
 FG1745  LAPLACE CORR    -          2.76  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1745.GEOID18 height accuracy estimate available here.
 FG1745
 FG1745.Click photographs - Photos may exist for this station.
 FG1745
 FG1745.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1745
 FG1745. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 FG1745:SPC AR N     -  MORRILTON RADIO STA KVOM MAST            140 24 48.6
 FG1745:UTM  15      -  MORRILTON RADIO STA KVOM MAST            139 49 59.8
 FG1745
 FG1745_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU2513990745(NAD 83)
 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
 FG1745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1745.See file dsdata.pdf to determine how the superseded data were derived.
 FG1745
 FG1745_MARKER: DS = TRIANGULATION STATION DISK
 FG1745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1745_STAMPING: MORRILTON 2 1954
 FG1745_MARK LOGO: CGS
 FG1745_PROJECTION: FLUSH
 FG1745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1745+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FF2055 ***********************************************************************
 FF2055  DESIGNATION -  MORRIS
 FF2055  PID         -  FF2055
 FF2055  STATE/COUNTY-  AR/CRITTENDEN
 FF2055  COUNTRY     -  US
 FF2055  USGS QUAD   -  HEAFER (2017)
 FF2055
 FF2055                         *CURRENT SURVEY CONTROL
 FF2055  ______________________________________________________________________
 FF2055* NAD 83(1997) POSITION- 35 15 53.10263(N) 090 21 40.15464(W)   ADJUSTED
 FF2055* NAVD 88 ORTHO HEIGHT -    66.    (meters)      217.    (feet) SCALED
 FF2055  ______________________________________________________________________
 FF2055  GEOID HEIGHT    -        -27.349 (meters)                     GEOID18
 FF2055  LAPLACE CORR    -         -0.41  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF2055.GEOID18 height accuracy estimate available here.
 FF2055
 FF2055.Click photographs - Photos may exist for this station.
 FF2055
 FF2055.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF2055
 FF2055. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999393  x   0.99995139  =   0.99994532
 FF2055!UTM  15      -   0.99999393  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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV4004905596(NAD 83)
 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(1995)-  35 15 53.10506(N)    090 21 40.15431(W) AD(       ) 2
 FF2055  NAD 83(1993)-  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
 FF2055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2055.See file dsdata.pdf to determine how the superseded data were derived.
 FF2055
 FF2055_MARKER: DS = TRIANGULATION STATION DISK
 FF2055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2055_STAMPING: MORRIS 1954
 FF2055_MARK LOGO: CGS
 FF2055_PROJECTION: RECESSED 36 CENTIMETERS
 FF2055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF2055+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1276 ***********************************************************************
 DL1276  DESIGNATION -  MOSELEY
 DL1276  PID         -  DL1276
 DL1276  STATE/COUNTY-  AR/BRADLEY
 DL1276  COUNTRY     -  US
 DL1276  USGS QUAD   -  MCKINNEY (2017)
 DL1276
 DL1276                         *CURRENT SURVEY CONTROL
 DL1276  ______________________________________________________________________
 DL1276* NAD 83(1997) POSITION- 33 42 06.87846(N) 092 09 08.27628(W)   ADJUSTED
 DL1276* NAVD 88 ORTHO HEIGHT -    84.    (meters)      276.    (feet) SCALED
 DL1276  ______________________________________________________________________
 DL1276  GEOID HEIGHT    -        -25.909 (meters)                     GEOID18
 DL1276  LAPLACE CORR    -          0.76  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1276.GEOID18 height accuracy estimate available here.
 DL1276
 DL1276.Click photographs - Photos may exist for this station.
 DL1276
 DL1276.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1276
 DL1276. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999089  x   0.99993521  =   0.99992610
 DL1276!UTM  15      -   0.99999089  x   0.99967608  =   0.99966698
 DL1276
 DL1276:                Primary Azimuth Mark                     Grid Az
 DL1276:SPC AR S     -  MORO                                     318 28 53.0
 DL1276:UTM  15      -  MORO                                     317 55 32.7
 DL1276
 DL1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT7855629427(NAD 83)
 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
 DL1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1276.See file dsdata.pdf to determine how the superseded data were derived.
 DL1276
 DL1276_MARKER: DS = TRIANGULATION STATION DISK
 DL1276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1276_STAMPING: MOSELEY 1942
 DL1276_MARK LOGO: CGS
 DL1276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1276+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1876 ***********************************************************************
 EJ1876  DESIGNATION -  MOSS
 EJ1876  PID         -  EJ1876
 EJ1876  STATE/COUNTY-  AR/SALINE
 EJ1876  COUNTRY     -  US
 EJ1876  USGS QUAD   -  FOURCHE SW (2017)
 EJ1876
 EJ1876                         *CURRENT SURVEY CONTROL
 EJ1876  ______________________________________________________________________
 EJ1876* NAD 83(1997) POSITION- 34 49 57.63099(N) 092 40 12.50713(W)   ADJUSTED
 EJ1876* NAVD 88 ORTHO HEIGHT -   355.3   (meters)     1166.    (feet) VERTCON3
 EJ1876  ______________________________________________________________________
 EJ1876  GEOID HEIGHT    -        -27.439 (meters)                     GEOID18
 EJ1876  LAPLACE CORR    -          2.28  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1876.GEOID18 height accuracy estimate available here.
 EJ1876
 EJ1876.Click photographs - Photos may exist for this station.
 EJ1876
 EJ1876.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1876
 EJ1876. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU3016154537(NAD 83)
 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  USSD        -  34 49 57.46400(N)    092 40 11.63300(W) AD(       ) 3
 EJ1876  NGVD 29 (07/19/86)  355.3    (m)         1166.     (f) VERT ANG       
 EJ1876
 EJ1876.Superseded values are not recommended for survey control.
 EJ1876
 EJ1876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1876.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1876
 EJ1876_MARKER: DS = TRIANGULATION STATION DISK
 EJ1876_SETTING: 66 = SET IN ROCK OUTCROP
 EJ1876_MARK LOGO: CGS
 EJ1876_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EJ1876+STABILITY: POSITION/ELEVATION WELL
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0230 ***********************************************************************
 FF0230  DESIGNATION -  MOUNDS
 FF0230  PID         -  FF0230
 FF0230  STATE/COUNTY-  AR/CRITTENDEN
 FF0230  COUNTRY     -  US
 FF0230  USGS QUAD   -  EDMONDSON (2017)
 FF0230
 FF0230                         *CURRENT SURVEY CONTROL
 FF0230  ______________________________________________________________________
 FF0230* NAD 83(1997) POSITION- 35 06 56.20812(N) 090 15 55.37979(W)   ADJUSTED
 FF0230* NAVD 88 ORTHO HEIGHT -    63.908 (meters)      209.67  (feet) ADJUSTED
 FF0230  ______________________________________________________________________
 FF0230  GEOID HEIGHT    -        -27.252 (meters)                     GEOID18
 FF0230  LAPLACE CORR    -         -0.98  (seconds)                    DEFLEC18
 FF0230  DYNAMIC HEIGHT  -         63.850 (meters)      209.48  (feet) COMP
 FF0230  MODELED GRAVITY -    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 and
 FF0230.adjusted by the NATIONAL GEODETIC SURVEY
 FF0230.in June 1991.
 FF0230
 FF0230.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0230.GEOID18 height accuracy estimate available here.
 FF0230
 FF0230.Click photographs - Photos may exist for this station.
 FF0230
 FF0230.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999425  x   0.99996917  =   0.99996342
 FF0230!SPC TN       -   0.99999425  x   1.00002643  =   1.00002068
 FF0230!UTM  15      -   0.99999425  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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU4921989286(NAD 83)
 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(1995)-  35 06 56.20892(N)    090 15 55.37972(W) AD(       ) 1
 FF0230  NAD 83(1993)-  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  USSD        -  35 06 56.08100(N)    090 15 54.82100(W) AD(       ) 3
 FF0230  NGVD 29              63.88   (m)          209.6    (f) LEVELING    3  
 FF0230  NGVD 29 (11/26/84)   63.882  (m)          209.59   (f) ADJUSTED    1 2
 FF0230
 FF0230.Superseded values are not recommended for survey control.
 FF0230
 FF0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0230.See file dsdata.pdf to determine how the superseded data were derived.
 FF0230
 FF0230_MARKER: DS = TRIANGULATION STATION DISK
 FF0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0230_STAMPING: MOUNDS 1916 1920 BM
 FF0230_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0231 ***********************************************************************
 FF0231  DESIGNATION -  MOUNDS RM 1
 FF0231  PID         -  FF0231
 FF0231  STATE/COUNTY-  AR/CRITTENDEN
 FF0231  COUNTRY     -  US
 FF0231  USGS QUAD   -  EDMONDSON (2017)
 FF0231
 FF0231                         *CURRENT SURVEY CONTROL
 FF0231  ______________________________________________________________________
 FF0231* NAD 83(1986) POSITION- 35 06 56.82   (N) 090 15 55.54   (W)   HD_HELD1
 FF0231* NAVD 88 ORTHO HEIGHT -    63.946 (meters)      209.80  (feet) ADJUSTED
 FF0231  ______________________________________________________________________
 FF0231  GEOID HEIGHT    -        -27.252 (meters)                     GEOID18
 FF0231  DYNAMIC HEIGHT  -         63.888 (meters)      209.61  (feet) COMP
 FF0231  MODELED GRAVITY -    979,733.3   (mgal)                       NAVD 88
 FF0231
 FF0231  VERT ORDER      -  FIRST     CLASS II
 FF0231
 FF0231.The horizontal coordinates were determined by differentially corrected
 FF0231.hand held GPS observations or other comparable positioning techniques
 FF0231.and have an estimated accuracy of +/- 3 meters.
 FF0231
 FF0231.The orthometric height was determined by differential leveling and
 FF0231.adjusted by the NATIONAL GEODETIC SURVEY
 FF0231.in June 1991.
 FF0231
 FF0231.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0231.GEOID18 height accuracy estimate available here.
 FF0231
 FF0231.Click photographs - Photos may exist for this station.
 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     -    88,199.0     558,109.5     MT  (+/- 3 meters HH1 GPS) 
 FF0231
 FF0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU4921489305(NAD 83)
 FF0231
 FF0231                          SUPERSEDED SURVEY CONTROL
 FF0231
 FF0231  NGVD 29 (11/26/84)   63.925  (m)          209.73   (f) ADJUSTED    1 2
 FF0231
 FF0231.Superseded values are not recommended for survey control.
 FF0231
 FF0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0231.See file dsdata.pdf to determine how the superseded data were derived.
 FF0231
 FF0231_MARKER: DR = REFERENCE MARK DISK
 FF0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0231_STAMPING: MOUNDS RM 1 1916 1920 BM
 FF0231_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0232 ***********************************************************************
 FF0232  DESIGNATION -  MOUNDS RM 2
 FF0232  PID         -  FF0232
 FF0232  STATE/COUNTY-  AR/CRITTENDEN
 FF0232  COUNTRY     -  US
 FF0232  USGS QUAD   -  EDMONDSON (2017)
 FF0232
 FF0232                         *CURRENT SURVEY CONTROL
 FF0232  ______________________________________________________________________
 FF0232* NAD 83(1986) POSITION- 35 06 56.40   (N) 090 15 54.39   (W)   HD_HELD1
 FF0232* NAVD 88 ORTHO HEIGHT -    64.022 (meters)      210.05  (feet) ADJUSTED
 FF0232  ______________________________________________________________________
 FF0232  GEOID HEIGHT    -        -27.252 (meters)                     GEOID18
 FF0232  DYNAMIC HEIGHT  -         63.964 (meters)      209.86  (feet) COMP
 FF0232  MODELED GRAVITY -    979,733.3   (mgal)                       NAVD 88
 FF0232
 FF0232  VERT ORDER      -  FIRST     CLASS II
 FF0232
 FF0232.The horizontal coordinates were determined by differentially corrected
 FF0232.hand held GPS observations or other comparable positioning techniques
 FF0232.and have an estimated accuracy of +/- 3 meters.
 FF0232
 FF0232.The orthometric height was determined by differential leveling and
 FF0232.adjusted by the NATIONAL GEODETIC SURVEY
 FF0232.in June 1991.
 FF0232
 FF0232.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0232.GEOID18 height accuracy estimate available here.
 FF0232
 FF0232.Click photographs - Photos may exist for this station.
 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     -    88,186.6     558,138.8     MT  (+/- 3 meters HH1 GPS) 
 FF0232
 FF0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU4924389293(NAD 83)
 FF0232
 FF0232                          SUPERSEDED SURVEY CONTROL
 FF0232
 FF0232  NGVD 29 (11/26/84)   63.989  (m)          209.94   (f) ADJUSTED    1 2
 FF0232
 FF0232.Superseded values are not recommended for survey control.
 FF0232
 FF0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0232.See file dsdata.pdf to determine how the superseded data were derived.
 FF0232
 FF0232_MARKER: DR = REFERENCE MARK DISK
 FF0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0232_STAMPING: MOUNDS RM 2 1916 1920
 FF0232_MARK LOGO: CGS
 FF0232_PROJECTION: PROJECTING 8 CENTIMETERS
 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 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 = MARCH 20, 2026 22:17:28 EDT
 FG1796 ***********************************************************************
 FG1796  DESIGNATION -  MOUNT JUDEA
 FG1796  PID         -  FG1796
 FG1796  STATE/COUNTY-  AR/NEWTON
 FG1796  COUNTRY     -  US
 FG1796  USGS QUAD   -  MOUNT JUDEA (2017)
 FG1796
 FG1796                         *CURRENT SURVEY CONTROL
 FG1796  ______________________________________________________________________
 FG1796* NAD 83(1997) POSITION- 35 52 44.32428(N) 093 02 42.22559(W)   ADJUSTED
 FG1796* NAVD 88 ORTHO HEIGHT -   614.    (meters)     2014.    (feet) SCALED
 FG1796  ______________________________________________________________________
 FG1796  GEOID HEIGHT    -        -28.142 (meters)                     GEOID18
 FG1796  LAPLACE CORR    -          1.17  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1796.GEOID18 height accuracy estimate available here.
 FG1796
 FG1796.Click photographs - Photos may exist for this station.
 FG1796
 FG1796.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1796
 FG1796. The following values were computed from the NAD 83(1997) position.
 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     -   0.99990804  x   0.99994912  =   0.99985717
 FG1796!UTM  15      -   0.99990804  x   0.99960020  =   0.99950828
 FG1796
 FG1796:                Primary Azimuth Mark                     Grid Az
 FG1796:SPC AR N     -  HORN                                     074 36 57.3
 FG1796:UTM  15      -  HORN                                     074 02 03.2
 FG1796
 FG1796_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV9593270526(NAD 83)
 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
 FG1796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1796.See file dsdata.pdf to determine how the superseded data were derived.
 FG1796
 FG1796_MARKER: DS = TRIANGULATION STATION DISK
 FG1796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1796_STAMPING: MOUNT JUDEA 1953
 FG1796_MARK LOGO: CGS
 FG1796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1796+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DM4627 ***********************************************************************
 DM4627  CORS        -  This is a GPS Continuously Operating Reference Station.
 DM4627  DESIGNATION -  MOUNTAIN HOME 3 CORS ARP
 DM4627  CORS_ID     -  ARM3
 DM4627  PID         -  DM4627
 DM4627  STATE/COUNTY-  AR/BAXTER
 DM4627  COUNTRY     -  US
 DM4627  USGS QUAD   -  MOUNTAIN HOME EAST (2017)
 DM4627
 DM4627                         *CURRENT SURVEY CONTROL
 DM4627  ______________________________________________________________________
 DM4627* NAD 83(2011) POSITION- 36 22 09.24624(N) 092 22 23.29239(W)   ADJUSTED
 DM4627* NAD 83(2011) ELLIP HT-   228.914 (meters)        (04/??/25)   ADJUSTED
 DM4627* NAD 83(2011) EPOCH   -  2010.00
 DM4627  ______________________________________________________________________
 DM4627  GEOID HEIGHT    -        -28.414 (meters)                     GEOID18
 DM4627  NAD 83(2011) X  -   -212,915.626 (meters)                     COMP
 DM4627  NAD 83(2011) Y  - -5,137,584.173 (meters)                     COMP
 DM4627  NAD 83(2011) Z  -  3,761,396.004 (meters)                     COMP
 DM4627
 DM4627  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4627  Standards:
 DM4627         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4627            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4627  -------------------------------------------------------------------
 DM4627  NETWORK    0.27   0.29           0.08   0.13   0.15     -0.27833300
 DM4627  -------------------------------------------------------------------
 DM4627
 DM4627.The coordinates were established by GPS observations
 DM4627.and adjusted by the National Geodetic Survey in April 2025.
 DM4627
 DM4627.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4627.been affixed to the stable North American Tectonic Plate. 
 DM4627
 DM4627.The coordinates are valid at the epoch date displayed above
 DM4627.which is a decimal equivalence of Year/Month/Day.
 DM4627
 DM4627.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DM4627.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DM4627.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DM4627.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DM4627.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DM4627.published epoch of 2010.00.
 DM4627
 DM4627.Additional information on MYCS is available at:
 DM4627.https://geodesy.noaa.gov/CORS/index.shtml
 DM4627
 DM4627.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4627.GEOID18 height accuracy estimate available here.
 DM4627
 DM4627.The PID for the CORS L1 Phase Center is DQ9086.
 DM4627
 DM4627.Click photographs - Photos may exist for this station.
 DM4627
 DM4627.The XYZ, and position/ellipsoidal ht. are equivalent.
 DM4627
 DM4627.The ellipsoidal height was determined by GPS observations
 DM4627.and is referenced to NAD 83.
 DM4627
 DM4627. The following values were computed from the NAD 83(2011) position.
 DM4627
 DM4627;                    North         East     Units Scale Factor Converg.
 DM4627;SPC AR N     -   225,939.946   366,513.228   MT  1.00002969   -0 13 01.7
 DM4627;SPC AR N     -   741,271.31  1,202,468.82   sFT  1.00002969   -0 13 01.7
 DM4627;UTM  15      - 4,025,085.703   556,233.487   MT  0.99963896   +0 22 18.2
 DM4627
 DM4627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4627!SPC AR N     -   0.99996407  x   1.00002969  =   0.99999376
 DM4627!UTM  15      -   0.99996407  x   0.99963896  =   0.99960305
 DM4627
 DM4627_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA5623325085(NAD 83)
 DM4627
 DM4627                          SUPERSEDED SURVEY CONTROL
 DM4627
 DM4627  NAD 83(2011)-  36 22 09.24641(N)    092 22 23.29255(W) AD(2010.00) c
 DM4627  ELLIP H (03/??/24)  228.919  (m)                       GP(2010.00) c c
 DM4627  NAD 83(2011)-  36 22 09.24642(N)    092 22 23.29257(W) AD(2010.00) c
 DM4627  ELLIP H (04/??/20)  228.907  (m)                       GP(2010.00) c c
 DM4627  NAD 83(2011)-  36 22 09.24646(N)    092 22 23.29278(W) AD(2010.00) c
 DM4627  ELLIP H (06/??/19)  228.906  (m)                       GP(2010.00) c c
 DM4627  NAD 83(2011)-  36 22 09.24652(N)    092 22 23.29271(W) AD(2010.00) c
 DM4627  ELLIP H (08/??/11)  228.901  (m)                       GP(2010.00) c c
 DM4627  NAD 83(CORS)-  36 22 09.24670(N)    092 22 23.29371(W) AD(2002.00) c
 DM4627  ELLIP H (12/??/10)  228.880  (m)                       GP(2002.00) c c
 DM4627
 DM4627.Superseded values are not recommended for survey control.
 DM4627
 DM4627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4627.See file dsdata.pdf to determine how the superseded data were derived.
 DM4627
 DM4627_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DM4627
 DM4627                          STATION DESCRIPTION
 DM4627
 DM4627'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DM4627'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DM4627'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DM4627'AND LOG FILES ACCESSIBLE AT:
 DM4627'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 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  COUNTRY     -  US
 DI1866  USGS QUAD   -  MOUNTAIN HOME WEST (2017)
 DI1866
 DI1866                         *CURRENT SURVEY CONTROL
 DI1866  ______________________________________________________________________
 DI1866* NAD 83(2011) POSITION- 36 21 10.08031(N) 092 22 56.42062(W)   ADJUSTED
 DI1866* NAD 83(2011) ELLIP HT-   234.241 (meters)        (04/??/25)   ADJUSTED
 DI1866* NAD 83(2011) EPOCH   -  2010.00
 DI1866  ______________________________________________________________________
 DI1866  GEOID HEIGHT    -        -28.405 (meters)                     GEOID18
 DI1866  NAD 83(2011) X  -   -213,785.896 (meters)                     COMP
 DI1866  NAD 83(2011) Y  - -5,138,634.532 (meters)                     COMP
 DI1866  NAD 83(2011) Z  -  3,759,930.473 (meters)                     COMP
 DI1866
 DI1866  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI1866  Standards:
 DI1866         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI1866            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI1866  -------------------------------------------------------------------
 DI1866  NETWORK    0.21   0.28           0.11   0.05   0.14     -0.07734400
 DI1866  -------------------------------------------------------------------
 DI1866
 DI1866.The coordinates were established by GPS observations
 DI1866.and adjusted by the National Geodetic Survey in April 2025.
 DI1866
 DI1866.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI1866.been affixed to the stable North American Tectonic Plate. 
 DI1866
 DI1866.The coordinates are valid at the epoch date displayed above
 DI1866.which is a decimal equivalence of Year/Month/Day.
 DI1866
 DI1866.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DI1866.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DI1866.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DI1866.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DI1866.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DI1866.published epoch of 2010.00.
 DI1866
 DI1866.Additional information on MYCS is available at:
 DI1866.https://geodesy.noaa.gov/CORS/index.shtml
 DI1866
 DI1866.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI1866.GEOID18 height accuracy estimate available here.
 DI1866
 DI1866.The PID for the CORS L1 Phase Center is DI1867.
 DI1866
 DI1866.Click photographs - Photos may exist for this station.
 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 following values were computed from the NAD 83(2011) position.
 DI1866
 DI1866;                    North         East     Units Scale Factor Converg.
 DI1866;SPC AR N     -   224,119.358   365,680.300   MT  1.00002580   -0 13 20.9
 DI1866;SPC AR N     -   735,298.26  1,199,736.12   sFT  1.00002580   -0 13 20.9
 DI1866;UTM  15      - 4,023,257.365   555,419.628   MT  0.99963784   +0 21 58.1
 DI1866
 DI1866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1866!SPC AR N     -   0.99996324  x   1.00002580  =   0.99998904
 DI1866!UTM  15      -   0.99996324  x   0.99963784  =   0.99960109
 DI1866
 DI1866_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA5541923257(NAD 83)
 DI1866
 DI1866                          SUPERSEDED SURVEY CONTROL
 DI1866
 DI1866  NAD 83(2011)-  36 21 10.08042(N)    092 22 56.42065(W) AD(2010.00) c
 DI1866  ELLIP H (06/??/19)  234.247  (m)                       GP(2010.00) c c
 DI1866  NAD 83(2011)-  36 21 10.08039(N)    092 22 56.42069(W) AD(2010.00) c
 DI1866  NAD 83(2011)-  36 21 10.08038(N)    092 22 56.42055(W) AD(2010.00) c
 DI1866  ELLIP H (08/??/11)  234.247  (m)                       GP(2010.00) c c
 DI1866  NAD 83(CORS)-  36 21 10.08042(N)    092 22 56.42072(W) AD(2002.00) c
 DI1866  ELLIP H (10/??/06)  234.260  (m)                       GP(2002.00) c c
 DI1866
 DI1866.Superseded values are not recommended for survey control.
 DI1866
 DI1866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI1866.See file dsdata.pdf to determine how the superseded data were derived.
 DI1866
 DI1866_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DI1866
 DI1866                          STATION DESCRIPTION
 DI1866
 DI1866'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DI1866'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DI1866'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DI1866'AND LOG FILES ACCESSIBLE AT:
 DI1866'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FH0949 ***********************************************************************
 FH0949  DESIGNATION -  MOUNTAINBURG
 FH0949  PID         -  FH0949
 FH0949  STATE/COUNTY-  AR/CRAWFORD
 FH0949  COUNTRY     -  US
 FH0949  USGS QUAD   -  MOUNTAINBURG (2017)
 FH0949
 FH0949                         *CURRENT SURVEY CONTROL
 FH0949  ______________________________________________________________________
 FH0949* NAD 83(1997) POSITION- 35 37 30.05496(N) 094 10 35.76700(W)   ADJUSTED
 FH0949* NAVD 88 ORTHO HEIGHT -   215.949 (meters)      708.49  (feet) ADJUSTED
 FH0949  ______________________________________________________________________
 FH0949  GEOID HEIGHT    -        -28.875 (meters)                     GEOID18
 FH0949  LAPLACE CORR    -          1.51  (seconds)                    DEFLEC18
 FH0949  DYNAMIC HEIGHT  -        215.751 (meters)      707.84  (feet) COMP
 FH0949  MODELED GRAVITY -    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 and
 FH0949.adjusted by the NATIONAL GEODETIC SURVEY
 FH0949.in June 1991.
 FH0949
 FH0949.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0949.GEOID18 height accuracy estimate available here.
 FH0949
 FH0949.Click photographs - Photos may exist for this station.
 FH0949
 FH0949.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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     -   0.99997064  x   0.99993619  =   0.99990683
 FH0949!UTM  15      -   0.99997064  x   0.99973989  =   0.99971054
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9345342995(NAD 83)
 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(1993)-  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  NGVD 29             215.90   (m)          708.3    (f) LEVELING    3  
 FH0949
 FH0949.Superseded values are not recommended for survey control.
 FH0949
 FH0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0949.See file dsdata.pdf to determine how the superseded data were derived.
 FH0949
 FH0949_MARKER: DS = TRIANGULATION STATION DISK
 FH0949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 - June 19, 2010
 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  HISTORY     - 20100619 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 DEPARTMENT OF TRANSPORTATION 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.
 FH0949
 FH0949                          STATION RECOVERY (2010)
 FH0949
 FH0949'RECOVERY NOTE BY GEOCACHING 2010 (JA)
 FH0949'RECOVERED IN GOOD CONDITION. CONCRETE MONUMENT IS NOW PAINTED NEON
 FH0949'PINK.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FH0950 ***********************************************************************
 FH0950  DESIGNATION -  MOUNTAINBURG RM 1
 FH0950  PID         -  FH0950
 FH0950  STATE/COUNTY-  AR/CRAWFORD
 FH0950  COUNTRY     -  US
 FH0950  USGS QUAD   -  MOUNTAINBURG SW (2017)
 FH0950
 FH0950                         *CURRENT SURVEY CONTROL
 FH0950  ______________________________________________________________________
 FH0950* NAD 83(1997) POSITION- 35 37 29.77618(N) 094 10 36.49088(W)   ADJUSTED
 FH0950* NAVD 88 ORTHO HEIGHT -   215.6   (meters)      707.    (feet) VERTCON3
 FH0950  ______________________________________________________________________
 FH0950  GEOID HEIGHT    -        -28.875 (meters)                     GEOID18
 FH0950  LAPLACE CORR    -          1.48  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0950.GEOID18 height accuracy estimate available here.
 FH0950
 FH0950.Click photographs - Photos may exist for this station.
 FH0950
 FH0950.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH0950
 FH0950. The following values were computed from the NAD 83(1997) position.
 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     -   0.99997069  x   0.99993619  =   0.99990688
 FH0950!UTM  15      -   0.99997069  x   0.99973994  =   0.99971064
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9343542987(NAD 83)
 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(1993)-  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
 FH0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0950.See file dsdata.pdf to determine how the superseded data were derived.
 FH0950
 FH0950_MARKER: DR = REFERENCE MARK DISK
 FH0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0950_STAMPING: MOUNTAINBURG NO 1 1971
 FH0950_MARK LOGO: CGS
 FH0950_PROJECTION: FLUSH
 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 (ILC)
 FH0950'TO REACH THE STATION FROM THE POST OFFICE IN MOUNTAINBURG, GO SOUTH ON
 FH0950'U. S. HIGHWAY 71 FOR 0.2 MILE TO STATE HIGHWAY 282 ON THE RIGHT.  TURN
 FH0950'RIGHT AND GO WEST ON STATE HIGHWAY 282 FOR APPROXIMATELY 0.3 MILE TO
 FH0950'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 SET
 FH0950'FLUSH WITH THE GROUND SURFACE.  IT IS 49 FEET EAST OF THE EAST RAIL OF
 FH0950'THE RAILROAD TRACKS, 30 FEET SOUTHEAST OF THE RAILROAD CROSSING SIGN,
 FH0950'3 FEET WEST OF A WIRE FENCE AND THE MARK IS ABOUT THE SAME ELEVATION
 FH0950'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 = MARCH 20, 2026 22:17:28 EDT
 FF2095 ***********************************************************************
 FF2095  DESIGNATION -  MOVE
 FF2095  PID         -  FF2095
 FF2095  STATE/COUNTY-  AR/CROSS
 FF2095  COUNTRY     -  US
 FF2095  USGS QUAD   -  CHERRY VALLEY WEST (2017)
 FF2095
 FF2095                         *CURRENT SURVEY CONTROL
 FF2095  ______________________________________________________________________
 FF2095* NAD 83(1997) POSITION- 35 24 06.27335(N) 090 50 09.15458(W)   ADJUSTED
 FF2095* NAVD 88 ORTHO HEIGHT -    72.    (meters)      236.    (feet) SCALED
 FF2095  ______________________________________________________________________
 FF2095  GEOID HEIGHT    -        -27.405 (meters)                     GEOID18
 FF2095  LAPLACE CORR    -         -0.18  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF2095.GEOID18 height accuracy estimate available here.
 FF2095
 FF2095.Click photographs - Photos may exist for this station.
 FF2095
 FF2095.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF2095
 FF2095. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999299  x   0.99994098  =   0.99993397
 FF2095!UTM  15      -   0.99999299  x   1.00007598  =   1.00006897
 FF2095
 FF2095:                Primary Azimuth Mark                     Grid Az
 FF2095:SPC AR N     -  MOVE AZ MK                               272 20 19.5
 FF2095:UTM  15      -  MOVE AZ MK                               271 45 43.4
 FF2095
 FF2095_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV9652519746(NAD 83)
 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(1995)-  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
 FF2095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2095.See file dsdata.pdf to determine how the superseded data were derived.
 FF2095
 FF2095_MARKER: DS = TRIANGULATION STATION DISK
 FF2095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2095_STAMPING: MOVE 1954
 FF2095_MARK LOGO: CGS
 FF2095_PROJECTION: RECESSED 36 CENTIMETERS
 FF2095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF2095+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0661 ***********************************************************************
 GF0661  DESIGNATION -  MOZARK
 GF0661  PID         -  GF0661
 GF0661  STATE/COUNTY-  AR/BAXTER
 GF0661  COUNTRY     -  US
 GF0661  USGS QUAD   -  GAMALIEL (2017)
 GF0661
 GF0661                         *CURRENT SURVEY CONTROL
 GF0661  ______________________________________________________________________
 GF0661* NAD 83(1997) POSITION- 36 29 52.46157(N) 092 11 59.84787(W)   ADJUSTED
 GF0661* NAVD 88 ORTHO HEIGHT -   270.    (meters)      886.    (feet) SCALED
 GF0661  ______________________________________________________________________
 GF0661  GEOID HEIGHT    -        -28.519 (meters)                     GEOID18
 GF0661  LAPLACE CORR    -          0.77  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0661.GEOID18 height accuracy estimate available here.
 GF0661
 GF0661.Click photographs - Photos may exist for this station.
 GF0661
 GF0661.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0661
 GF0661. The following values were computed from the NAD 83(1997) position.
 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     -   0.99996208  x   1.00006302  =   1.00002510
 GF0661!SPC MO C     -   0.99996208  x   0.99994223  =   0.99990432
 GF0661!UTM  15      -   0.99996208  x   0.99966325  =   0.99962535
 GF0661
 GF0661:                Primary Azimuth Mark                     Grid Az
 GF0661:SPC AR N     -  MOZARK AZ MK                             057 29 54.2
 GF0661:SPC MO C     -  MOZARK AZ MK                             057 12 12.8
 GF0661:UTM  15      -  MOZARK AZ MK                             056 54 22.1
 GF0661
 GF0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA7165039473(NAD 83)
 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
 GF0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0661.See file dsdata.pdf to determine how the superseded data were derived.
 GF0661
 GF0661_MARKER: DS = TRIANGULATION STATION DISK
 GF0661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0661_STAMPING: MOZARK 1953
 GF0661_MARK LOGO: CGS
 GF0661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0661+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1450 ***********************************************************************
 EH1450  DESIGNATION -  MOZART
 EH1450  PID         -  EH1450
 EH1450  STATE/COUNTY-  AR/DESHA
 EH1450  COUNTRY     -  US
 EH1450  USGS QUAD   -  SNOW LAKE (2017)
 EH1450
 EH1450                         *CURRENT SURVEY CONTROL
 EH1450  ______________________________________________________________________
 EH1450* NAD 83(1997) POSITION- 34 00 56.37125(N) 091 06 37.95062(W)   ADJUSTED
 EH1450* NAVD 88 ORTHO HEIGHT -    47.691 (meters)      156.47  (feet) ADJUSTED
 EH1450  ______________________________________________________________________
 EH1450  GEOID HEIGHT    -        -26.448 (meters)                     GEOID18
 EH1450  LAPLACE CORR    -         -1.44  (seconds)                    DEFLEC18
 EH1450  DYNAMIC HEIGHT  -         47.644 (meters)      156.31  (feet) COMP
 EH1450  MODELED GRAVITY -    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 and
 EH1450.adjusted by the NATIONAL GEODETIC SURVEY
 EH1450.in June 1991.
 EH1450
 EH1450.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1450.GEOID18 height accuracy estimate available here.
 EH1450
 EH1450.Click photographs - Photos may exist for this station.
 EH1450
 EH1450.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT7446765501(NAD 83)
 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(1993)-  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              47.80   (m)          156.8    (f) LEVELING    3  
 EH1450  NGVD 29 (11/26/84)   47.744  (m)          156.64   (f) ADJUSTED    1 2
 EH1450
 EH1450.Superseded values are not recommended for survey control.
 EH1450
 EH1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1450.See file dsdata.pdf to determine how the superseded data were derived.
 EH1450
 EH1450_MARKER: DS = TRIANGULATION STATION DISK
 EH1450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1450_STAMPING: MOZART 1964
 EH1450_MARK LOGO: CGS
 EH1450_PROJECTION: FLUSH
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1449 ***********************************************************************
 EH1449  DESIGNATION -  MOZART RM 1
 EH1449  PID         -  EH1449
 EH1449  STATE/COUNTY-  AR/DESHA
 EH1449  COUNTRY     -  US
 EH1449  USGS QUAD   -  SNOW LAKE (2017)
 EH1449
 EH1449                         *CURRENT SURVEY CONTROL
 EH1449  ______________________________________________________________________
 EH1449* NAD 83(1986) POSITION- 34 00 55.33   (N) 091 06 37.63   (W)   HD_HELD1
 EH1449* NAVD 88 ORTHO HEIGHT -    47.623 (meters)      156.24  (feet) ADJUSTED
 EH1449  ______________________________________________________________________
 EH1449  GEOID HEIGHT    -        -26.448 (meters)                     GEOID18
 EH1449  DYNAMIC HEIGHT  -         47.575 (meters)      156.09  (feet) COMP
 EH1449  MODELED GRAVITY -    979,640.9   (mgal)                       NAVD 88
 EH1449
 EH1449  VERT ORDER      -  FIRST     CLASS II
 EH1449
 EH1449.The horizontal coordinates were determined by differentially corrected
 EH1449.hand held GPS observations or other comparable positioning techniques
 EH1449.and have an estimated accuracy of +/- 3 meters.
 EH1449
 EH1449.The orthometric height was determined by differential leveling and
 EH1449.adjusted by the NATIONAL GEODETIC SURVEY
 EH1449.in September 2022.
 EH1449
 EH1449.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1449.GEOID18 height accuracy estimate available here.
 EH1449
 EH1449.Click photographs - Photos may exist for this station.
 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     -   549,944.4     482,158.1     MT  (+/- 3 meters HH1 GPS) 
 EH1449
 EH1449_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT7447665469(NAD 83)
 EH1449
 EH1449                          SUPERSEDED SURVEY CONTROL
 EH1449
 EH1449  NAVD 88 (06/15/91)   47.624  (m)          156.25   (f) SUPERSEDED  1 2
 EH1449  NGVD 29 (11/26/84)   47.677  (m)          156.42   (f) ADJUSTED    1 2
 EH1449
 EH1449.Superseded values are not recommended for survey control.
 EH1449
 EH1449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1449.See file dsdata.pdf to determine how the superseded data were derived.
 EH1449
 EH1449_MARKER: DR = REFERENCE MARK DISK
 EH1449_SETTING: 7 = 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 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 = MARCH 20, 2026 22:17:28 EDT
 EH0927 ***********************************************************************
 EH0927  DESIGNATION -  MP 0+0
 EH0927  PID         -  EH0927
 EH0927  STATE/COUNTY-  AR/PHILLIPS
 EH0927  COUNTRY     -  US
 EH0927  USGS QUAD   -  HELENA (2017)
 EH0927
 EH0927                         *CURRENT SURVEY CONTROL
 EH0927  ______________________________________________________________________
 EH0927* NAD 83(1986) POSITION- 34 31 24.     (N) 090 35 09.     (W)   SCALED
 EH0927* NAVD 88 ORTHO HEIGHT -    60.872 (meters)      199.71  (feet) ADJUSTED
 EH0927  ______________________________________________________________________
 EH0927  GEOID HEIGHT    -        -26.999 (meters)                     GEOID18
 EH0927  DYNAMIC HEIGHT  -         60.814 (meters)      199.52  (feet) COMP
 EH0927  MODELED GRAVITY -    979,669.5   (mgal)                       NAVD 88
 EH0927
 EH0927  VERT ORDER      -  FIRST     CLASS II
 EH0927
 EH0927.The horizontal coordinates were scaled from a map and have
 EH0927.an estimated accuracy of +/- 6 seconds.
 EH0927
 EH0927.The orthometric height was determined by differential leveling and
 EH0927.adjusted by the NATIONAL GEODETIC SURVEY
 EH0927.in June 1991.
 EH0927
 EH0927.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0927.GEOID18 height accuracy estimate available here.
 EH0927
 EH0927.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU215228(NAD 83)
 EH0927
 EH0927                          SUPERSEDED SURVEY CONTROL
 EH0927
 EH0927  NGVD 29 (11/26/84)   60.915  (m)          199.85   (f) ADJUSTED    1 2
 EH0927
 EH0927.Superseded values are not recommended for survey control.
 EH0927
 EH0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0927.See file dsdata.pdf to determine how the superseded data were derived.
 EH0927
 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 = MARCH 20, 2026 22:17:28 EDT
 DK1389 ***********************************************************************
 DK1389  DESIGNATION -  MP 20
 DK1389  PID         -  DK1389
 DK1389  STATE/COUNTY-  AR/ASHLEY
 DK1389  COUNTRY     -  US
 DK1389  USGS QUAD   -  SNYDER (2017)
 DK1389
 DK1389                         *CURRENT SURVEY CONTROL
 DK1389  ______________________________________________________________________
 DK1389* NAD 83(1986) POSITION- 33 17 55.     (N) 091 30 15.     (W)   SCALED
 DK1389* NAVD 88 ORTHO HEIGHT -    38.962 (meters)      127.83  (feet) ADJUSTED
 DK1389  ______________________________________________________________________
 DK1389  GEOID HEIGHT    -        -25.935 (meters)                     GEOID18
 DK1389  DYNAMIC HEIGHT  -         38.921 (meters)      127.69  (feet) COMP
 DK1389  MODELED GRAVITY -    979,586.1   (mgal)                       NAVD 88
 DK1389
 DK1389  VERT ORDER      -  SECOND    CLASS 0
 DK1389
 DK1389.The horizontal coordinates were scaled from a map and have
 DK1389.an estimated accuracy of +/- 6 seconds.
 DK1389
 DK1389.The orthometric height was determined by differential leveling and
 DK1389.adjusted by the NATIONAL GEODETIC SURVEY
 DK1389.in June 1991.
 DK1389
 DK1389.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1389.GEOID18 height accuracy estimate available here.
 DK1389
 DK1389.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS392853(NAD 83)
 DK1389
 DK1389                          SUPERSEDED SURVEY CONTROL
 DK1389
 DK1389  NGVD 29 (11/26/84)   39.061  (m)          128.15   (f) ADJUSTED    2 0
 DK1389
 DK1389.Superseded values are not recommended for survey control.
 DK1389
 DK1389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1389.See file dsdata.pdf to determine how the superseded data were derived.
 DK1389
 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  HISTORY     - 20170808 MARK NOT FOUND   ARHD
 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.
 DK1389
 DK1389                          STATION RECOVERY (2017)
 DK1389
 DK1389'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2017 (WSJ)
 DK1389'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1119 ***********************************************************************
 FF1119  DESIGNATION -  MP 235
 FF1119  PID         -  FF1119
 FF1119  STATE/COUNTY-  AR/LAWRENCE
 FF1119  COUNTRY     -  US
 FF1119  USGS QUAD   -  ALICIA (2017)
 FF1119
 FF1119                         *CURRENT SURVEY CONTROL
 FF1119  ______________________________________________________________________
 FF1119* NAD 83(1986) POSITION- 35 56 37.     (N) 091 02 58.     (W)   SCALED
 FF1119* NAVD 88 ORTHO HEIGHT -    78.91  (+/-2cm)      258.9   (feet) VERTCON3
 FF1119  ______________________________________________________________________
 FF1119  GEOID HEIGHT    -        -27.975 (meters)                     GEOID18
 FF1119  VERT ORDER      -  ? (See Below)
 FF1119
 FF1119.The horizontal coordinates were scaled from a 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
 FF1119.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1119.GEOID18 height accuracy estimate available here.
 FF1119
 FF1119.The vertical order pertains to the NGVD 29 superseded value.
 FF1119
 FF1119.Click photographs - Photos may exist for this station.
 FF1119
 FF1119;                    North         East    Units  Estimated Accuracy
 FF1119;SPC AR N     -   179,060.      485,760.      MT  (+/- 180 meters Scaled)
 FF1119
 FF1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV759794(NAD 83)
 FF1119
 FF1119                          SUPERSEDED SURVEY CONTROL
 FF1119
 FF1119  NGVD 29 (11/26/84)   78.824  (m)          258.61   (f) ADJUSTED       
 FF1119
 FF1119.Superseded values are not recommended for survey control.
 FF1119
 FF1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1119.See file dsdata.pdf to determine how the superseded data were derived.
 FF1119
 FF1119_MARKER: B = BOLT
 FF1119_SETTING: 7 = 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 = MARCH 20, 2026 22:17:28 EDT
 FF0998 ***********************************************************************
 FF0998  DESIGNATION -  MP 245
 FF0998  PID         -  FF0998
 FF0998  STATE/COUNTY-  AR/JACKSON
 FF0998  COUNTRY     -  US
 FF0998  USGS QUAD   -  SWIFTON WEST (2017)
 FF0998
 FF0998                         *CURRENT SURVEY CONTROL
 FF0998  ______________________________________________________________________
 FF0998* NAD 83(1986) POSITION- 35 49 07.     (N) 091 08 09.     (W)   SCALED
 FF0998* NAVD 88 ORTHO HEIGHT -    75.79  (+/-2cm)      248.7   (feet) VERTCON3
 FF0998  ______________________________________________________________________
 FF0998  GEOID HEIGHT    -        -27.831 (meters)                     GEOID18
 FF0998  VERT ORDER      -  ? (See Below)
 FF0998
 FF0998.The horizontal coordinates were scaled from a 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
 FF0998.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0998.GEOID18 height accuracy estimate available here.
 FF0998
 FF0998.The vertical order pertains to the NGVD 29 superseded value.
 FF0998
 FF0998.Click photographs - Photos may exist for this station.
 FF0998
 FF0998;                    North         East    Units  Estimated Accuracy
 FF0998;SPC AR N     -   165,120.      478,090.      MT  (+/- 180 meters Scaled)
 FF0998
 FF0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV684654(NAD 83)
 FF0998
 FF0998                          SUPERSEDED SURVEY CONTROL
 FF0998
 FF0998  NGVD 29 (11/26/84)   75.719  (m)          248.42   (f) ADJUSTED       
 FF0998
 FF0998.Superseded values are not recommended for survey control.
 FF0998
 FF0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0998.See file dsdata.pdf to determine how the superseded data were derived.
 FF0998
 FF0998_MARKER: B = BOLT
 FF0998_SETTING: 7 = 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 = MARCH 20, 2026 22:17:28 EDT
 DK1386 ***********************************************************************
 DK1386  DESIGNATION -  MP 25
 DK1386  PID         -  DK1386
 DK1386  STATE/COUNTY-  AR/ASHLEY
 DK1386  COUNTRY     -  US
 DK1386  USGS QUAD   -  SNYDER (2017)
 DK1386
 DK1386                         *CURRENT SURVEY CONTROL
 DK1386  ______________________________________________________________________
 DK1386* NAD 83(1986) POSITION- 33 17 10.     (N) 091 35 05.     (W)   SCALED
 DK1386* NAVD 88 ORTHO HEIGHT -    39.713 (meters)      130.29  (feet) ADJUSTED
 DK1386  ______________________________________________________________________
 DK1386  GEOID HEIGHT    -        -25.865 (meters)                     GEOID18
 DK1386  DYNAMIC HEIGHT  -         39.671 (meters)      130.15  (feet) COMP
 DK1386  MODELED GRAVITY -    979,589.1   (mgal)                       NAVD 88
 DK1386
 DK1386  VERT ORDER      -  SECOND    CLASS 0
 DK1386
 DK1386.The horizontal coordinates were scaled from a map and have
 DK1386.an estimated accuracy of +/- 6 seconds.
 DK1386
 DK1386.The orthometric height was determined by differential leveling and
 DK1386.adjusted by the NATIONAL GEODETIC SURVEY
 DK1386.in June 1991.
 DK1386
 DK1386.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1386.GEOID18 height accuracy estimate available here.
 DK1386
 DK1386.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS317838(NAD 83)
 DK1386
 DK1386                          SUPERSEDED SURVEY CONTROL
 DK1386
 DK1386  NGVD 29 (11/26/84)   39.808  (m)          130.60   (f) ADJUSTED    2 0
 DK1386
 DK1386.Superseded values are not recommended for survey control.
 DK1386
 DK1386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1386.See file dsdata.pdf to determine how the superseded data were derived.
 DK1386
 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  HISTORY     - 20220316 MARK NOT FOUND   ARHD
 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.
 DK1386
 DK1386                          STATION RECOVERY (2022)
 DK1386
 DK1386'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2022 (JH)
 DK1386'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0988 ***********************************************************************
 FF0988  DESIGNATION -  MP 250
 FF0988  PID         -  FF0988
 FF0988  STATE/COUNTY-  AR/JACKSON
 FF0988  COUNTRY     -  US
 FF0988  USGS QUAD   -  SWIFTON WEST (2017)
 FF0988
 FF0988                         *CURRENT SURVEY CONTROL
 FF0988  ______________________________________________________________________
 FF0988* NAD 83(1986) POSITION- 35 45 18.     (N) 091 10 47.     (W)   SCALED
 FF0988* NAVD 88 ORTHO HEIGHT -    74.79  (+/-2cm)      245.4   (feet) VERTCON3
 FF0988  ______________________________________________________________________
 FF0988  GEOID HEIGHT    -        -27.736 (meters)                     GEOID18
 FF0988  VERT ORDER      -  ? (See Below)
 FF0988
 FF0988.The horizontal coordinates were scaled from a 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
 FF0988.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0988.GEOID18 height accuracy estimate available here.
 FF0988
 FF0988.The vertical order pertains to the NGVD 29 superseded value.
 FF0988
 FF0988.Click photographs - Photos may exist for this station.
 FF0988
 FF0988;                    North         East    Units  Estimated Accuracy
 FF0988;SPC AR N     -   158,030.      474,180.      MT  (+/- 180 meters Scaled)
 FF0988
 FF0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV645583(NAD 83)
 FF0988
 FF0988                          SUPERSEDED SURVEY CONTROL
 FF0988
 FF0988  NGVD 29 (11/26/84)   74.714  (m)          245.12   (f) ADJUSTED       
 FF0988
 FF0988.Superseded values are not recommended for survey control.
 FF0988
 FF0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0988.See file dsdata.pdf to determine how the superseded data were derived.
 FF0988
 FF0988_MARKER: B = BOLT
 FF0988_SETTING: 7 = 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 = MARCH 20, 2026 22:17:28 EDT
 FF0976 ***********************************************************************
 FF0976  DESIGNATION -  MP 255
 FF0976  PID         -  FF0976
 FF0976  STATE/COUNTY-  AR/JACKSON
 FF0976  COUNTRY     -  US
 FF0976  USGS QUAD   -  TUCKERMAN (2017)
 FF0976
 FF0976                         *CURRENT SURVEY CONTROL
 FF0976  ______________________________________________________________________
 FF0976* NAD 83(1986) POSITION- 35 41 23.     (N) 091 13 32.     (W)   SCALED
 FF0976* NAVD 88 ORTHO HEIGHT -    72.97  (+/-2cm)      239.4   (feet) VERTCON3
 FF0976  ______________________________________________________________________
 FF0976  GEOID HEIGHT    -        -27.650 (meters)                     GEOID18
 FF0976  VERT ORDER      -  ? (See Below)
 FF0976
 FF0976.The horizontal coordinates were scaled from a 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
 FF0976.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0976.GEOID18 height accuracy estimate available here.
 FF0976
 FF0976.The vertical order pertains to the NGVD 29 superseded value.
 FF0976
 FF0976.Click photographs - Photos may exist for this station.
 FF0976
 FF0976;                    North         East    Units  Estimated Accuracy
 FF0976;SPC AR N     -   150,760.      470,090.      MT  (+/- 180 meters Scaled)
 FF0976
 FF0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV605509(NAD 83)
 FF0976
 FF0976                          SUPERSEDED SURVEY CONTROL
 FF0976
 FF0976  NGVD 29 (11/26/84)   72.912  (m)          239.21   (f) ADJUSTED       
 FF0976
 FF0976.Superseded values are not recommended for survey control.
 FF0976
 FF0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0976.See file dsdata.pdf to determine how the superseded data were derived.
 FF0976
 FF0976_MARKER: B = BOLT
 FF0976_SETTING: 7 = 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 = MARCH 20, 2026 22:17:28 EDT
 FF0963 ***********************************************************************
 FF0963  DESIGNATION -  MP 260
 FF0963  PID         -  FF0963
 FF0963  STATE/COUNTY-  AR/JACKSON
 FF0963  COUNTRY     -  US
 FF0963  USGS QUAD   -  JACKSONPORT (2017)
 FF0963
 FF0963                         *CURRENT SURVEY CONTROL
 FF0963  ______________________________________________________________________
 FF0963* NAD 83(1986) POSITION- 35 37 44.     (N) 091 15 50.     (W)   SCALED
 FF0963* NAVD 88 ORTHO HEIGHT -    71.14  (+/-2cm)      233.4   (feet) VERTCON3
 FF0963  ______________________________________________________________________
 FF0963  GEOID HEIGHT    -        -27.557 (meters)                     GEOID18
 FF0963  VERT ORDER      -  ? (See Below)
 FF0963
 FF0963.The horizontal coordinates were scaled from a 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
 FF0963.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0963.GEOID18 height accuracy estimate available here.
 FF0963
 FF0963.The vertical order pertains to the NGVD 29 superseded value.
 FF0963
 FF0963.Click photographs - Photos may exist for this station.
 FF0963
 FF0963;                    North         East    Units  Estimated Accuracy
 FF0963;SPC AR N     -   143,980.      466,680.      MT  (+/- 180 meters Scaled)
 FF0963
 FF0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV572441(NAD 83)
 FF0963
 FF0963                          SUPERSEDED SURVEY CONTROL
 FF0963
 FF0963  NGVD 29 (11/26/84)   71.075  (m)          233.19   (f) ADJUSTED       
 FF0963
 FF0963.Superseded values are not recommended for survey control.
 FF0963
 FF0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0963.See file dsdata.pdf to determine how the superseded data were derived.
 FF0963
 FF0963_MARKER: B = BOLT
 FF0963_SETTING: 7 = 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 = MARCH 20, 2026 22:17:28 EDT
 FF1214 ***********************************************************************
 FF1214  DESIGNATION -  MP 275
 FF1214  PID         -  FF1214
 FF1214  STATE/COUNTY-  AR/JACKSON
 FF1214  COUNTRY     -  US
 FF1214  USGS QUAD   -  BRADFORD (2017)
 FF1214
 FF1214                         *CURRENT SURVEY CONTROL
 FF1214  ______________________________________________________________________
 FF1214* NAD 83(1986) POSITION- 35 27 31.     (N) 091 25 26.     (W)   SCALED
 FF1214* NAVD 88 ORTHO HEIGHT -    65.98  (+/-2cm)      216.5   (feet) VERTCON3
 FF1214  ______________________________________________________________________
 FF1214  GEOID HEIGHT    -        -27.292 (meters)                     GEOID18
 FF1214  VERT ORDER      -  ? (See Below)
 FF1214
 FF1214.The horizontal coordinates were scaled from a 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
 FF1214.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1214.GEOID18 height accuracy estimate available here.
 FF1214
 FF1214.The vertical order pertains to the NGVD 29 superseded value.
 FF1214
 FF1214.Click photographs - Photos may exist for this station.
 FF1214
 FF1214;                    North         East    Units  Estimated Accuracy
 FF1214;SPC AR N     -   124,990.      452,290.      MT  (+/- 180 meters Scaled)
 FF1214
 FF1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV430250(NAD 83)
 FF1214
 FF1214                          SUPERSEDED SURVEY CONTROL
 FF1214
 FF1214  NGVD 29 (11/26/84)   65.928  (m)          216.30   (f) ADJUSTED       
 FF1214
 FF1214.Superseded values are not recommended for survey control.
 FF1214
 FF1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1214.See file dsdata.pdf to determine how the superseded data were derived.
 FF1214
 FF1214_MARKER: B = BOLT
 FF1214_SETTING: 7 = 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 = MARCH 20, 2026 22:17:28 EDT
 FF1203 ***********************************************************************
 FF1203  DESIGNATION -  MP 280
 FF1203  PID         -  FF1203
 FF1203  STATE/COUNTY-  AR/WHITE
 FF1203  COUNTRY     -  US
 FF1203  USGS QUAD   -  BRADFORD (2017)
 FF1203
 FF1203                         *CURRENT SURVEY CONTROL
 FF1203  ______________________________________________________________________
 FF1203* NAD 83(1986) POSITION- 35 23 54.     (N) 091 28 09.     (W)   SCALED
 FF1203* NAVD 88 ORTHO HEIGHT -    69.071 (meters)      226.61  (feet) ADJUSTED
 FF1203  ______________________________________________________________________
 FF1203  GEOID HEIGHT    -        -27.293 (meters)                     GEOID18
 FF1203  DYNAMIC HEIGHT  -         69.010 (meters)      226.41  (feet) COMP
 FF1203  MODELED GRAVITY -    979,751.2   (mgal)                       NAVD 88
 FF1203
 FF1203  VERT ORDER      -  FIRST     CLASS II
 FF1203
 FF1203.The horizontal coordinates were scaled from a map and have
 FF1203.an estimated accuracy of +/- 6 seconds.
 FF1203
 FF1203.The orthometric height was determined by differential leveling and
 FF1203.adjusted by the NATIONAL GEODETIC SURVEY
 FF1203.in June 1991.
 FF1203
 FF1203.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1203.GEOID18 height accuracy estimate available here.
 FF1203
 FF1203.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV390182(NAD 83)
 FF1203
 FF1203                          SUPERSEDED SURVEY CONTROL
 FF1203
 FF1203  NGVD 29 (11/26/84)   69.019  (m)          226.44   (f) ADJUSTED    1 2
 FF1203
 FF1203.Superseded values are not recommended for survey control.
 FF1203
 FF1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1203.See file dsdata.pdf to determine how the superseded data were derived.
 FF1203
 FF1203_MARKER: B = BOLT
 FF1203_SETTING: 7 = 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  HISTORY     - 20140825 MARK NOT FOUND   ARHD
 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.
 FF1203
 FF1203                          STATION RECOVERY (2014)
 FF1203
 FF1203'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (BAB)
 FF1203'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1360 ***********************************************************************
 FF1360  DESIGNATION -  MP 285
 FF1360  PID         -  FF1360
 FF1360  STATE/COUNTY-  AR/WHITE
 FF1360  COUNTRY     -  US
 FF1360  USGS QUAD   -  BALD KNOB (2017)
 FF1360
 FF1360                         *CURRENT SURVEY CONTROL
 FF1360  ______________________________________________________________________
 FF1360* NAD 83(1986) POSITION- 35 20 36.     (N) 091 31 43.     (W)   SCALED
 FF1360* NAVD 88 ORTHO HEIGHT -    68.53  (+/-2cm)      224.8   (feet) VERTCON3
 FF1360  ______________________________________________________________________
 FF1360  GEOID HEIGHT    -        -27.301 (meters)                     GEOID18
 FF1360  VERT ORDER      -  ? (See Below)
 FF1360
 FF1360.The horizontal coordinates were scaled from a 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
 FF1360.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1360.GEOID18 height accuracy estimate available here.
 FF1360
 FF1360.The vertical order pertains to the NGVD 29 superseded value.
 FF1360
 FF1360.Click photographs - Photos may exist for this station.
 FF1360
 FF1360;                    North         East    Units  Estimated Accuracy
 FF1360;SPC AR N     -   112,150.      442,850.      MT  (+/- 180 meters Scaled)
 FF1360
 FF1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV337121(NAD 83)
 FF1360
 FF1360                          SUPERSEDED SURVEY CONTROL
 FF1360
 FF1360  NGVD 29 (11/26/84)   68.483  (m)          224.68   (f) ADJUSTED       
 FF1360
 FF1360.Superseded values are not recommended for survey control.
 FF1360
 FF1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1360.See file dsdata.pdf to determine how the superseded data were derived.
 FF1360
 FF1360_MARKER: B = BOLT
 FF1360_SETTING: 7 = 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 = MARCH 20, 2026 22:17:28 EDT
 FF1332 ***********************************************************************
 FF1332  DESIGNATION -  MP 290
 FF1332  PID         -  FF1332
 FF1332  STATE/COUNTY-  AR/WHITE
 FF1332  COUNTRY     -  US
 FF1332  USGS QUAD   -  BALD KNOB (2017)
 FF1332
 FF1332                         *CURRENT SURVEY CONTROL
 FF1332  ______________________________________________________________________
 FF1332* NAD 83(1986) POSITION- 35 17 37.     (N) 091 35 28.     (W)   SCALED
 FF1332* NAVD 88 ORTHO HEIGHT -    65.89  (+/-2cm)      216.2   (feet) VERTCON3
 FF1332  ______________________________________________________________________
 FF1332  GEOID HEIGHT    -        -27.331 (meters)                     GEOID18
 FF1332  VERT ORDER      -  ? (See Below)
 FF1332
 FF1332.The horizontal coordinates were scaled from a 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
 FF1332.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1332.GEOID18 height accuracy estimate available here.
 FF1332
 FF1332.The vertical order pertains to the NGVD 29 superseded value.
 FF1332
 FF1332.Click photographs - Photos may exist for this station.
 FF1332
 FF1332;                    North         East    Units  Estimated Accuracy
 FF1332;SPC AR N     -   106,610.      437,190.      MT  (+/- 180 meters Scaled)
 FF1332
 FF1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV281065(NAD 83)
 FF1332
 FF1332                          SUPERSEDED SURVEY CONTROL
 FF1332
 FF1332  NGVD 29 (11/26/84)   65.846  (m)          216.03   (f) ADJUSTED       
 FF1332
 FF1332.Superseded values are not recommended for survey control.
 FF1332
 FF1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1332.See file dsdata.pdf to determine how the superseded data were derived.
 FF1332
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1316 ***********************************************************************
 FF1316  DESIGNATION -  MP 295
 FF1316  PID         -  FF1316
 FF1316  STATE/COUNTY-  AR/WHITE
 FF1316  COUNTRY     -  US
 FF1316  USGS QUAD   -  KENSETT (2017)
 FF1316
 FF1316                         *CURRENT SURVEY CONTROL
 FF1316  ______________________________________________________________________
 FF1316* NAD 83(1986) POSITION- 35 14 24.     (N) 091 39 26.     (W)   SCALED
 FF1316* NAVD 88 ORTHO HEIGHT -    65.83  (+/-2cm)      216.0   (feet) VERTCON3
 FF1316  ______________________________________________________________________
 FF1316  GEOID HEIGHT    -        -27.350 (meters)                     GEOID18
 FF1316  VERT ORDER      -  ? (See Below)
 FF1316
 FF1316.The horizontal coordinates were scaled from a 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
 FF1316.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1316.GEOID18 height accuracy estimate available here.
 FF1316
 FF1316.The vertical order pertains to the NGVD 29 superseded value.
 FF1316
 FF1316.Click photographs - Photos may exist for this station.
 FF1316
 FF1316;                    North         East    Units  Estimated Accuracy
 FF1316;SPC AR N     -   100,640.      431,200.      MT  (+/- 180 meters Scaled)
 FF1316
 FF1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV221004(NAD 83)
 FF1316
 FF1316                          SUPERSEDED SURVEY CONTROL
 FF1316
 FF1316  NGVD 29 (11/26/84)   65.785  (m)          215.83   (f) ADJUSTED       
 FF1316
 FF1316.Superseded values are not recommended for survey control.
 FF1316
 FF1316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1316.See file dsdata.pdf to determine how the superseded data were derived.
 FF1316
 FF1316_MARKER: B = BOLT
 FF1316_SETTING: 7 = 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 = MARCH 20, 2026 22:17:28 EDT
 FF1445 ***********************************************************************
 FF1445  DESIGNATION -  MP 305
 FF1445  PID         -  FF1445
 FF1445  STATE/COUNTY-  AR/WHITE
 FF1445  COUNTRY     -  US
 FF1445  USGS QUAD   -  GARNER (2017)
 FF1445
 FF1445                         *CURRENT SURVEY CONTROL
 FF1445  ______________________________________________________________________
 FF1445* NAD 83(1986) POSITION- 35 08 45.     (N) 091 46 47.     (W)   SCALED
 FF1445* NAVD 88 ORTHO HEIGHT -    67.39  (+/-2cm)      221.1   (feet) VERTCON3
 FF1445  ______________________________________________________________________
 FF1445  GEOID HEIGHT    -        -27.347 (meters)                     GEOID18
 FF1445  VERT ORDER      -  ? (See Below)
 FF1445
 FF1445.The horizontal coordinates were scaled from a 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
 FF1445.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1445.GEOID18 height accuracy estimate available here.
 FF1445
 FF1445.The vertical order pertains to the NGVD 29 superseded value.
 FF1445
 FF1445.Click photographs - Photos may exist for this station.
 FF1445
 FF1445;                    North         East    Units  Estimated Accuracy
 FF1445;SPC AR N     -    90,160.      420,070.      MT  (+/- 180 meters Scaled)
 FF1445
 FF1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU111898(NAD 83)
 FF1445
 FF1445                          SUPERSEDED SURVEY CONTROL
 FF1445
 FF1445  NGVD 29 (11/26/84)   67.364  (m)          221.01   (f) ADJUSTED       
 FF1445
 FF1445.Superseded values are not recommended for survey control.
 FF1445
 FF1445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1445.See file dsdata.pdf to determine how the superseded data were derived.
 FF1445
 FF1445_MARKER: B = BOLT
 FF1445_SETTING: 7 = 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 = MARCH 20, 2026 22:17:28 EDT
 FF1457 ***********************************************************************
 FF1457  DESIGNATION -  MP 310
 FF1457  PID         -  FF1457
 FF1457  STATE/COUNTY-  AR/WHITE
 FF1457  COUNTRY     -  US
 FF1457  USGS QUAD   -  MCRAE (2017)
 FF1457
 FF1457                         *CURRENT SURVEY CONTROL
 FF1457  ______________________________________________________________________
 FF1457* NAD 83(1986) POSITION- 35 05 47.     (N) 091 50 41.     (W)   SCALED
 FF1457* NAVD 88 ORTHO HEIGHT -    69.66  (+/-2cm)      228.5   (feet) VERTCON3
 FF1457  ______________________________________________________________________
 FF1457  GEOID HEIGHT    -        -27.327 (meters)                     GEOID18
 FF1457  VERT ORDER      -  ? (See Below)
 FF1457
 FF1457.The horizontal coordinates were scaled from a 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
 FF1457.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1457.GEOID18 height accuracy estimate available here.
 FF1457
 FF1457.The vertical order pertains to the NGVD 29 superseded value.
 FF1457
 FF1457.Click photographs - Photos may exist for this station.
 FF1457
 FF1457;                    North         East    Units  Estimated Accuracy
 FF1457;SPC AR N     -    84,670.      414,160.      MT  (+/- 180 meters Scaled)
 FF1457
 FF1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU052843(NAD 83)
 FF1457
 FF1457                          SUPERSEDED SURVEY CONTROL
 FF1457
 FF1457  NGVD 29 (11/26/84)   69.642  (m)          228.48   (f) ADJUSTED       
 FF1457
 FF1457.Superseded values are not recommended for survey control.
 FF1457
 FF1457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1457.See file dsdata.pdf to determine how the superseded data were derived.
 FF1457
 FF1457_MARKER: B = BOLT
 FF1457_SETTING: 7 = 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 = MARCH 20, 2026 22:17:28 EDT
 FF1471 ***********************************************************************
 FF1471  DESIGNATION -  MP 315
 FF1471  PID         -  FF1471
 FF1471  STATE/COUNTY-  AR/WHITE
 FF1471  COUNTRY     -  US
 FF1471  USGS QUAD   -  BEEBE (2017)
 FF1471
 FF1471                         *CURRENT SURVEY CONTROL
 FF1471  ______________________________________________________________________
 FF1471* NAD 83(1986) POSITION- 35 02 59.     (N) 091 54 42.     (W)   SCALED
 FF1471* NAVD 88 ORTHO HEIGHT -    66.72  (+/-2cm)      218.9   (feet) VERTCON3
 FF1471  ______________________________________________________________________
 FF1471  GEOID HEIGHT    -        -27.303 (meters)                     GEOID18
 FF1471  VERT ORDER      -  ? (See Below)
 FF1471
 FF1471.The horizontal coordinates were scaled from a 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
 FF1471.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1471.GEOID18 height accuracy estimate available here.
 FF1471
 FF1471.The vertical order pertains to the NGVD 29 superseded value.
 FF1471
 FF1471.Click photographs - Photos may exist for this station.
 FF1471
 FF1471;                    North         East    Units  Estimated Accuracy
 FF1471;SPC AR N     -    79,480.      408,060.      MT  (+/- 180 meters Scaled)
 FF1471
 FF1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU992790(NAD 83)
 FF1471
 FF1471                          SUPERSEDED SURVEY CONTROL
 FF1471
 FF1471  NGVD 29 (11/26/84)   66.708  (m)          218.86   (f) ADJUSTED       
 FF1471
 FF1471.Superseded values are not recommended for survey control.
 FF1471
 FF1471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1471.See file dsdata.pdf to determine how the superseded data were derived.
 FF1471
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0025 ***********************************************************************
 EJ0025  DESIGNATION -  MP 325
 EJ0025  PID         -  EJ0025
 EJ0025  STATE/COUNTY-  AR/LONOKE
 EJ0025  COUNTRY     -  US
 EJ0025  USGS QUAD   -  CABOT (2017)
 EJ0025
 EJ0025                         *CURRENT SURVEY CONTROL
 EJ0025  ______________________________________________________________________
 EJ0025* NAD 83(1986) POSITION- 34 56 55.     (N) 092 02 05.     (W)   SCALED
 EJ0025* NAVD 88 ORTHO HEIGHT -    80.80  (+/-2cm)      265.1   (feet) VERTCON3
 EJ0025  ______________________________________________________________________
 EJ0025  GEOID HEIGHT    -        -27.154 (meters)                     GEOID18
 EJ0025  VERT ORDER      -  ? (See Below)
 EJ0025
 EJ0025.The horizontal coordinates were scaled from a 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
 EJ0025.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0025.GEOID18 height accuracy estimate available here.
 EJ0025
 EJ0025.The vertical order pertains to the NGVD 29 superseded value.
 EJ0025
 EJ0025.Click photographs - Photos may exist for this station.
 EJ0025
 EJ0025;                    North         East    Units  Estimated Accuracy
 EJ0025;SPC AR S     -   653,110.      396,830.      MT  (+/- 180 meters Scaled)
 EJ0025
 EJ0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU881677(NAD 83)
 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
 EJ0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0025.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0025
 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             CGS
 EJ0025  HISTORY     - 198411   MARK NOT FOUND   USGS
 EJ0025
 EJ0025                          STATION DESCRIPTION
 EJ0025
 EJ0025'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0037 ***********************************************************************
 EJ0037  DESIGNATION -  MP 330
 EJ0037  PID         -  EJ0037
 EJ0037  STATE/COUNTY-  AR/PULASKI
 EJ0037  COUNTRY     -  US
 EJ0037  USGS QUAD   -  CABOT (2017)
 EJ0037
 EJ0037                         *CURRENT SURVEY CONTROL
 EJ0037  ______________________________________________________________________
 EJ0037* NAD 83(1986) POSITION- 34 53 16.     (N) 092 04 50.     (W)   SCALED
 EJ0037* NAVD 88 ORTHO HEIGHT -    78.83  (+/-2cm)      258.6   (feet) VERTCON3
 EJ0037  ______________________________________________________________________
 EJ0037  GEOID HEIGHT    -        -27.007 (meters)                     GEOID18
 EJ0037  VERT ORDER      -  ? (See Below)
 EJ0037
 EJ0037.The horizontal coordinates were scaled from a 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
 EJ0037.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0037.GEOID18 height accuracy estimate available here.
 EJ0037
 EJ0037.The vertical order pertains to the NGVD 29 superseded value.
 EJ0037
 EJ0037.Click photographs - Photos may exist for this station.
 EJ0037
 EJ0037;                    North         East    Units  Estimated Accuracy
 EJ0037;SPC AR S     -   646,360.      392,640.      MT  (+/- 180 meters Scaled)
 EJ0037
 EJ0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU840609(NAD 83)
 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
 EJ0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0037.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0037
 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             CGS
 EJ0037  HISTORY     - 198411   MARK NOT FOUND   USGS
 EJ0037
 EJ0037                          STATION DESCRIPTION
 EJ0037
 EJ0037'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DK1382 ***********************************************************************
 DK1382  DESIGNATION -  MP 35
 DK1382  PID         -  DK1382
 DK1382  STATE/COUNTY-  AR/ASHLEY
 DK1382  COUNTRY     -  US
 DK1382  USGS QUAD   -  MIST (2017)
 DK1382
 DK1382                         *CURRENT SURVEY CONTROL
 DK1382  ______________________________________________________________________
 DK1382* NAD 83(1986) POSITION- 33 15 04.     (N) 091 44 28.     (W)   SCALED
 DK1382* NAVD 88 ORTHO HEIGHT -    51.287 (meters)      168.26  (feet) ADJUSTED
 DK1382  ______________________________________________________________________
 DK1382  GEOID HEIGHT    -        -25.782 (meters)                     GEOID18
 DK1382  DYNAMIC HEIGHT  -         51.233 (meters)      168.09  (feet) COMP
 DK1382  MODELED GRAVITY -    979,588.1   (mgal)                       NAVD 88
 DK1382
 DK1382  VERT ORDER      -  SECOND    CLASS 0
 DK1382
 DK1382.The horizontal coordinates were scaled from a map and have
 DK1382.an estimated accuracy of +/- 6 seconds.
 DK1382
 DK1382.The orthometric height was determined by differential leveling and
 DK1382.adjusted by the NATIONAL GEODETIC SURVEY
 DK1382.in June 1991.
 DK1382
 DK1382.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1382.GEOID18 height accuracy estimate available here.
 DK1382
 DK1382.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS172798(NAD 83)
 DK1382
 DK1382                          SUPERSEDED SURVEY CONTROL
 DK1382
 DK1382  NGVD 29 (11/26/84)   51.374  (m)          168.55   (f) ADJUSTED    2 0
 DK1382
 DK1382.Superseded values are not recommended for survey control.
 DK1382
 DK1382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1382.See file dsdata.pdf to determine how the superseded data were derived.
 DK1382
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1560 ***********************************************************************
 EH1560  DESIGNATION -  MP 395
 EH1560  PID         -  EH1560
 EH1560  STATE/COUNTY-  AR/JEFFERSON
 EH1560  COUNTRY     -  US
 EH1560  USGS QUAD   -  LADD (2017)
 EH1560
 EH1560                         *CURRENT SURVEY CONTROL
 EH1560  ______________________________________________________________________
 EH1560* NAD 83(1986) POSITION- 34 12 40.     (N) 091 53 26.     (W)   SCALED
 EH1560* NAVD 88 ORTHO HEIGHT -    62.431 (meters)      204.83  (feet) ADJUSTED
 EH1560  ______________________________________________________________________
 EH1560  GEOID HEIGHT    -        -25.992 (meters)                     GEOID18
 EH1560  DYNAMIC HEIGHT  -         62.371 (meters)      204.63  (feet) COMP
 EH1560  MODELED GRAVITY -    979,665.8   (mgal)                       NAVD 88
 EH1560
 EH1560  VERT ORDER      -  FIRST     CLASS II
 EH1560
 EH1560.The horizontal coordinates were scaled from a map and have
 EH1560.an estimated accuracy of +/- 6 seconds.
 EH1560
 EH1560.The orthometric height was determined by differential leveling and
 EH1560.adjusted by the NATIONAL GEODETIC SURVEY
 EH1560.in September 2023.
 EH1560
 EH1560.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1560.GEOID18 height accuracy estimate available here.
 EH1560
 EH1560.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT022861(NAD 83)
 EH1560
 EH1560                          SUPERSEDED SURVEY CONTROL
 EH1560
 EH1560  NAVD 88 (06/15/91)   62.410  (m)          204.76   (f) SUPERSEDED  1 2
 EH1560  NGVD 29 (11/26/84)   62.496  (m)          205.04   (f) ADJUSTED    1 2
 EH1560
 EH1560.Superseded values are not recommended for survey control.
 EH1560
 EH1560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1560.See file dsdata.pdf to determine how the superseded data were derived.
 EH1560
 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 = MARCH 20, 2026 22:17:28 EDT
 DK1378 ***********************************************************************
 DK1378  DESIGNATION -  MP 40
 DK1378  PID         -  DK1378
 DK1378  STATE/COUNTY-  AR/ASHLEY
 DK1378  COUNTRY     -  US
 DK1378  USGS QUAD   -  HAMBURG (2017)
 DK1378
 DK1378                         *CURRENT SURVEY CONTROL
 DK1378  ______________________________________________________________________
 DK1378* NAD 83(1986) POSITION- 33 13 16.     (N) 091 49 00.     (W)   SCALED
 DK1378* NAVD 88 ORTHO HEIGHT -    54.539 (meters)      178.93  (feet) ADJUSTED
 DK1378  ______________________________________________________________________
 DK1378  GEOID HEIGHT    -        -25.803 (meters)                     GEOID18
 DK1378  DYNAMIC HEIGHT  -         54.482 (meters)      178.75  (feet) COMP
 DK1378  MODELED GRAVITY -    979,583.7   (mgal)                       NAVD 88
 DK1378
 DK1378  VERT ORDER      -  SECOND    CLASS 0
 DK1378
 DK1378.The horizontal coordinates were scaled from a map and have
 DK1378.an estimated accuracy of +/- 6 seconds.
 DK1378
 DK1378.The orthometric height was determined by differential leveling and
 DK1378.adjusted by the NATIONAL GEODETIC SURVEY
 DK1378.in June 1991.
 DK1378
 DK1378.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1378.GEOID18 height accuracy estimate available here.
 DK1378
 DK1378.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS102764(NAD 83)
 DK1378
 DK1378                          SUPERSEDED SURVEY CONTROL
 DK1378
 DK1378  NGVD 29 (11/26/84)   54.623  (m)          179.21   (f) ADJUSTED    2 0
 DK1378
 DK1378.Superseded values are not recommended for survey control.
 DK1378
 DK1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1378.See file dsdata.pdf to determine how the superseded data were derived.
 DK1378
 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  HISTORY     - 20220907 MARK NOT FOUND   ARHD
 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.
 DK1378
 DK1378                          STATION RECOVERY (2022)
 DK1378
 DK1378'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2022 (CW)
 DK1378'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1547 ***********************************************************************
 EH1547  DESIGNATION -  MP 405
 EH1547  PID         -  EH1547
 EH1547  STATE/COUNTY-  AR/JEFFERSON
 EH1547  COUNTRY     -  US
 EH1547  USGS QUAD   -  TARRY (2017)
 EH1547
 EH1547                         *CURRENT SURVEY CONTROL
 EH1547  ______________________________________________________________________
 EH1547* NAD 83(1986) POSITION- 34 07 00.     (N) 091 46 04.     (W)   SCALED
 EH1547* NAVD 88 ORTHO HEIGHT -    57.404 (meters)      188.33  (feet) ADJUSTED
 EH1547  ______________________________________________________________________
 EH1547  GEOID HEIGHT    -        -25.926 (meters)                     GEOID18
 EH1547  DYNAMIC HEIGHT  -         57.348 (meters)      188.15  (feet) COMP
 EH1547  MODELED GRAVITY -    979,664.3   (mgal)                       NAVD 88
 EH1547
 EH1547  VERT ORDER      -  FIRST     CLASS II
 EH1547
 EH1547.The horizontal coordinates were scaled from a map and have
 EH1547.an estimated accuracy of +/- 6 seconds.
 EH1547
 EH1547.The orthometric height was determined by differential leveling and
 EH1547.adjusted by the NATIONAL GEODETIC SURVEY
 EH1547.in September 2023.
 EH1547
 EH1547.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1547.GEOID18 height accuracy estimate available here.
 EH1547
 EH1547.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT136757(NAD 83)
 EH1547
 EH1547                          SUPERSEDED SURVEY CONTROL
 EH1547
 EH1547  NAVD 88 (06/15/91)   57.429  (m)          188.42   (f) SUPERSEDED  1 2
 EH1547  NGVD 29 (11/26/84)   57.512  (m)          188.69   (f) ADJUSTED    1 2
 EH1547
 EH1547.Superseded values are not recommended for survey control.
 EH1547
 EH1547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1547.See file dsdata.pdf to determine how the superseded data were derived.
 EH1547
 EH1547_MARKER: B = BOLT
 EH1547_SETTING: 7 = 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 = MARCH 20, 2026 22:17:28 EDT
 EH1539 ***********************************************************************
 EH1539  DESIGNATION -  MP 410
 EH1539  PID         -  EH1539
 EH1539  STATE/COUNTY-  AR/LINCOLN
 EH1539  COUNTRY     -  US
 EH1539  USGS QUAD   -  GRADY (2017)
 EH1539
 EH1539                         *CURRENT SURVEY CONTROL
 EH1539  ______________________________________________________________________
 EH1539* NAD 83(1986) POSITION- 34 04 38.     (N) 091 41 42.     (W)   SCALED
 EH1539* NAVD 88 ORTHO HEIGHT -    57.390 (meters)      188.29  (feet) ADJUSTED
 EH1539  ______________________________________________________________________
 EH1539  GEOID HEIGHT    -        -25.951 (meters)                     GEOID18
 EH1539  DYNAMIC HEIGHT  -         57.333 (meters)      188.10  (feet) COMP
 EH1539  MODELED GRAVITY -    979,656.9   (mgal)                       NAVD 88
 EH1539
 EH1539  VERT ORDER      -  FIRST     CLASS II
 EH1539
 EH1539.The horizontal coordinates were scaled from a map and have
 EH1539.an estimated accuracy of +/- 6 seconds.
 EH1539
 EH1539.The orthometric height was determined by differential leveling and
 EH1539.adjusted by the NATIONAL GEODETIC SURVEY
 EH1539.in September 2023.
 EH1539
 EH1539.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1539.GEOID18 height accuracy estimate available here.
 EH1539
 EH1539.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT204714(NAD 83)
 EH1539
 EH1539                          SUPERSEDED SURVEY CONTROL
 EH1539
 EH1539  NAVD 88 (06/15/91)   57.428  (m)          188.41   (f) SUPERSEDED  1 2
 EH1539  NGVD 29 (11/26/84)   57.512  (m)          188.69   (f) ADJUSTED    1 2
 EH1539
 EH1539.Superseded values are not recommended for survey control.
 EH1539
 EH1539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1539.See file dsdata.pdf to determine how the superseded data were derived.
 EH1539
 EH1539_MARKER: R = RIVET
 EH1539_SETTING: 7 = 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 = MARCH 20, 2026 22:17:28 EDT
 DK0915 ***********************************************************************
 DK0915  DESIGNATION -  MP 410
 DK0915  PID         -  DK0915
 DK0915  STATE/COUNTY-  AR/DESHA
 DK0915  COUNTRY     -  US
 DK0915  USGS QUAD   -  MCGEHEE SOUTH (2017)
 DK0915
 DK0915                         *CURRENT SURVEY CONTROL
 DK0915  ______________________________________________________________________
 DK0915* NAD 83(1986) POSITION- 33 36 22.     (N) 091 23 42.     (W)   SCALED
 DK0915* NAVD 88 ORTHO HEIGHT -    43.852 (meters)      143.87  (feet) ADJUSTED
 DK0915  ______________________________________________________________________
 DK0915  GEOID HEIGHT    -        -26.209 (meters)                     GEOID18
 DK0915  DYNAMIC HEIGHT  -         43.806 (meters)      143.72  (feet) COMP
 DK0915  MODELED GRAVITY -    979,604.3   (mgal)                       NAVD 88
 DK0915
 DK0915  VERT ORDER      -  FIRST     CLASS II
 DK0915
 DK0915.The horizontal coordinates were scaled from a map and have
 DK0915.an estimated accuracy of +/- 6 seconds.
 DK0915
 DK0915.The orthometric height was determined by differential leveling and
 DK0915.adjusted by the NATIONAL GEODETIC SURVEY
 DK0915.in June 1991.
 DK0915
 DK0915.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK0915.GEOID18 height accuracy estimate available here.
 DK0915
 DK0915.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT489196(NAD 83)
 DK0915
 DK0915                          SUPERSEDED SURVEY CONTROL
 DK0915
 DK0915  NGVD 29 (11/26/84)   43.969  (m)          144.26   (f) ADJUSTED    1 2
 DK0915
 DK0915.Superseded values are not recommended for survey control.
 DK0915
 DK0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0915.See file dsdata.pdf to determine how the superseded data were derived.
 DK0915
 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 DEPARTMENT OF TRANSPORTATION 2003
 DK0915'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK0995 ***********************************************************************
 DK0995  DESIGNATION -  MP 415
 DK0995  PID         -  DK0995
 DK0995  STATE/COUNTY-  AR/CHICOT
 DK0995  COUNTRY     -  US
 DK0995  USGS QUAD   -  MCGEHEE SOUTH (2017)
 DK0995
 DK0995                         *CURRENT SURVEY CONTROL
 DK0995  ______________________________________________________________________
 DK0995* NAD 83(1986) POSITION- 33 32 16.     (N) 091 25 54.     (W)   SCALED
 DK0995* NAVD 88 ORTHO HEIGHT -    42.676 (meters)      140.01  (feet) ADJUSTED
 DK0995  ______________________________________________________________________
 DK0995  GEOID HEIGHT    -        -26.123 (meters)                     GEOID18
 DK0995  DYNAMIC HEIGHT  -         42.632 (meters)      139.87  (feet) COMP
 DK0995  MODELED GRAVITY -    979,601.5   (mgal)                       NAVD 88
 DK0995
 DK0995  VERT ORDER      -  FIRST     CLASS II
 DK0995
 DK0995.The horizontal coordinates were scaled from a map and have
 DK0995.an estimated accuracy of +/- 6 seconds.
 DK0995
 DK0995.The orthometric height was determined by differential leveling and
 DK0995.adjusted by the NATIONAL GEODETIC SURVEY
 DK0995.in June 1991.
 DK0995
 DK0995.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK0995.GEOID18 height accuracy estimate available here.
 DK0995
 DK0995.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT456120(NAD 83)
 DK0995
 DK0995                          SUPERSEDED SURVEY CONTROL
 DK0995
 DK0995  NGVD 29 (11/26/84)   42.790  (m)          140.39   (f) ADJUSTED    1 2
 DK0995
 DK0995.Superseded values are not recommended for survey control.
 DK0995
 DK0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0995.See file dsdata.pdf to determine how the superseded data were derived.
 DK0995
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1532 ***********************************************************************
 EH1532  DESIGNATION -  MP 415
 EH1532  PID         -  EH1532
 EH1532  STATE/COUNTY-  AR/LINCOLN
 EH1532  COUNTRY     -  US
 EH1532  USGS QUAD   -  CADES (2017)
 EH1532
 EH1532                         *CURRENT SURVEY CONTROL
 EH1532  ______________________________________________________________________
 EH1532* NAD 83(1986) POSITION- 34 02 22.     (N) 091 37 14.     (W)   SCALED
 EH1532* NAVD 88 ORTHO HEIGHT -    55.077 (meters)      180.70  (feet) ADJUSTED
 EH1532  ______________________________________________________________________
 EH1532  GEOID HEIGHT    -        -25.976 (meters)                     GEOID18
 EH1532  DYNAMIC HEIGHT  -         55.023 (meters)      180.52  (feet) COMP
 EH1532  MODELED GRAVITY -    979,651.5   (mgal)                       NAVD 88
 EH1532
 EH1532  VERT ORDER      -  SECOND    CLASS I
 EH1532
 EH1532.The horizontal coordinates were scaled from a map and have
 EH1532.an estimated accuracy of +/- 6 seconds.
 EH1532
 EH1532.The orthometric height was determined by differential leveling and
 EH1532.adjusted by the NATIONAL GEODETIC SURVEY
 EH1532.in September 2022.
 EH1532
 EH1532.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1532.GEOID18 height accuracy estimate available here.
 EH1532
 EH1532.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT273673(NAD 83)
 EH1532
 EH1532                          SUPERSEDED SURVEY CONTROL
 EH1532
 EH1532  NAVD 88 (08/03/93)   55.136  (m)          180.89   (f) SUPERSEDED  2 0
 EH1532  NAVD 88 (06/15/91)   55.136  (m)          180.89   (f) SUPERSEDED  2 0
 EH1532  NGVD 29 (11/26/84)   55.221  (m)          181.17   (f) ADJUSTED    2 0
 EH1532
 EH1532.Superseded values are not recommended for survey control.
 EH1532
 EH1532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1532.See file dsdata.pdf to determine how the superseded data were derived.
 EH1532
 EH1532_MARKER: Z = SEE DESCRIPTION
 EH1532_SETTING: 7 = 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 = MARCH 20, 2026 22:17:28 EDT
 DK0904 ***********************************************************************
 DK0904  DESIGNATION -  MP 415
 DK0904  PID         -  DK0904
 DK0904  STATE/COUNTY-  AR/DESHA
 DK0904  COUNTRY     -  US
 DK0904  USGS QUAD   -  HALLEY (2017)
 DK0904
 DK0904                         *CURRENT SURVEY CONTROL
 DK0904  ______________________________________________________________________
 DK0904* NAD 83(1986) POSITION- 33 35 41.     (N) 091 17 12.     (W)   SCALED
 DK0904* NAVD 88 ORTHO HEIGHT -    44.260 (meters)      145.21  (feet) ADJUSTED
 DK0904  ______________________________________________________________________
 DK0904  GEOID HEIGHT    -        -26.384 (meters)                     GEOID18
 DK0904  DYNAMIC HEIGHT  -         44.213 (meters)      145.06  (feet) COMP
 DK0904  MODELED GRAVITY -    979,595.9   (mgal)                       NAVD 88
 DK0904
 DK0904  VERT ORDER      -  SECOND    CLASS 0
 DK0904
 DK0904.The horizontal coordinates were scaled from a map and have
 DK0904.an estimated accuracy of +/- 6 seconds.
 DK0904
 DK0904.The orthometric height was determined by differential leveling and
 DK0904.adjusted by the NATIONAL GEODETIC SURVEY
 DK0904.in June 1991.
 DK0904
 DK0904.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK0904.GEOID18 height accuracy estimate available here.
 DK0904
 DK0904.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT589185(NAD 83)
 DK0904
 DK0904                          SUPERSEDED SURVEY CONTROL
 DK0904
 DK0904  NGVD 29 (11/26/84)   44.370  (m)          145.57   (f) ADJUSTED    2 0
 DK0904
 DK0904.Superseded values are not recommended for survey control.
 DK0904
 DK0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0904.See file dsdata.pdf to determine how the superseded data were derived.
 DK0904
 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 = MARCH 20, 2026 22:17:28 EDT
 DK0901 ***********************************************************************
 DK0901  DESIGNATION -  MP 420
 DK0901  PID         -  DK0901
 DK0901  STATE/COUNTY-  AR/DESHA
 DK0901  COUNTRY     -  US
 DK0901  USGS QUAD   -  ARKANSAS CITY (2017)
 DK0901
 DK0901                         *CURRENT SURVEY CONTROL
 DK0901  ______________________________________________________________________
 DK0901* NAD 83(1986) POSITION- 33 36 14.     (N) 091 12 20.     (W)   SCALED
 DK0901* NAVD 88 ORTHO HEIGHT -    42.657 (meters)      139.95  (feet) ADJUSTED
 DK0901  ______________________________________________________________________
 DK0901  GEOID HEIGHT    -        -26.487 (meters)                     GEOID18
 DK0901  DYNAMIC HEIGHT  -         42.612 (meters)      139.80  (feet) COMP
 DK0901  MODELED GRAVITY -    979,592.4   (mgal)                       NAVD 88
 DK0901
 DK0901  VERT ORDER      -  SECOND    CLASS 0
 DK0901
 DK0901.The horizontal coordinates were scaled from a map and have
 DK0901.an estimated accuracy of +/- 6 seconds.
 DK0901
 DK0901.The orthometric height was determined by differential leveling and
 DK0901.adjusted by the NATIONAL GEODETIC SURVEY
 DK0901.in June 1991.
 DK0901
 DK0901.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK0901.GEOID18 height accuracy estimate available here.
 DK0901
 DK0901.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT664196(NAD 83)
 DK0901
 DK0901                          SUPERSEDED SURVEY CONTROL
 DK0901
 DK0901  NGVD 29 (11/26/84)   42.755  (m)          140.27   (f) ADJUSTED    2 0
 DK0901
 DK0901.Superseded values are not recommended for survey control.
 DK0901
 DK0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0901.See file dsdata.pdf to determine how the superseded data were derived.
 DK0901
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1015 ***********************************************************************
 FG1015  DESIGNATION -  MP 420
 FG1015  PID         -  FG1015
 FG1015  STATE/COUNTY-  AR/POPE
 FG1015  COUNTRY     -  US
 FG1015  USGS QUAD   -  RUSSELLVILLE WEST (2017)
 FG1015
 FG1015                         *CURRENT SURVEY CONTROL
 FG1015  ______________________________________________________________________
 FG1015* NAD 83(1986) POSITION- 35 17 57.     (N) 093 09 59.     (W)   SCALED
 FG1015* NAVD 88 ORTHO HEIGHT -   106.902 (meters)      350.73  (feet) ADJUSTED
 FG1015  ______________________________________________________________________
 FG1015  GEOID HEIGHT    -        -29.202 (meters)                     GEOID18
 FG1015  DYNAMIC HEIGHT  -        106.800 (meters)      350.39  (feet) COMP
 FG1015  MODELED GRAVITY -    979,682.6   (mgal)                       NAVD 88
 FG1015
 FG1015  VERT ORDER      -  FIRST     CLASS II
 FG1015
 FG1015.The horizontal coordinates were scaled from a map and have
 FG1015.an estimated accuracy of +/- 6 seconds.
 FG1015
 FG1015.The orthometric height was determined by differential leveling and
 FG1015.adjusted by the NATIONAL GEODETIC SURVEY
 FG1015.in June 1991.
 FG1015
 FG1015.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1015.GEOID18 height accuracy estimate available here.
 FG1015
 FG1015.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV848062(NAD 83)
 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
 FG1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1015.See file dsdata.pdf to determine how the superseded data were derived.
 FG1015
 FG1015_MARKER: B = BOLT
 FG1015_SETTING: 7 = 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             CGS
 FG1015  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG1015
 FG1015                          STATION DESCRIPTION
 FG1015
 FG1015'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DK1040 ***********************************************************************
 DK1040  DESIGNATION -  MP 420
 DK1040  PID         -  DK1040
 DK1040  STATE/COUNTY-  AR/CHICOT
 DK1040  COUNTRY     -  US
 DK1040  USGS QUAD   -  JEROME (2017)
 DK1040
 DK1040                         *CURRENT SURVEY CONTROL
 DK1040  ______________________________________________________________________
 DK1040* NAD 83(1986) POSITION- 33 27 52.     (N) 091 26 43.     (W)   SCALED
 DK1040* NAVD 88 ORTHO HEIGHT -    42.452 (meters)      139.28  (feet) POSTED
 DK1040  ______________________________________________________________________
 DK1040  GEOID HEIGHT    -        -26.066 (meters)                     GEOID18
 DK1040  DYNAMIC HEIGHT  -         42.41  (meters)      139.1   (feet) COMP
 DK1040  MODELED GRAVITY -    979,597.2   (mgal)                       NAVD 88
 DK1040
 DK1040  VERT ORDER      -  * POSTED, SEE BELOW
 DK1040
 DK1040.The horizontal coordinates were scaled from a 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
 DK1040.* This is a POSTED BENCH MARK height.
 DK1040
 DK1040.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1040.GEOID18 height accuracy estimate available here.
 DK1040
 DK1040.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT444038(NAD 83)
 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
 DK1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1040.See file dsdata.pdf to determine how the superseded data were derived.
 DK1040
 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 = MARCH 20, 2026 22:17:28 EDT
 DK1032 ***********************************************************************
 DK1032  DESIGNATION -  MP 425
 DK1032  PID         -  DK1032
 DK1032  STATE/COUNTY-  AR/DREW
 DK1032  COUNTRY     -  US
 DK1032  USGS QUAD   -  JEROME (2017)
 DK1032
 DK1032                         *CURRENT SURVEY CONTROL
 DK1032  ______________________________________________________________________
 DK1032* NAD 83(1986) POSITION- 33 23 44.     (N) 091 28 13.     (W)   SCALED
 DK1032* NAVD 88 ORTHO HEIGHT -    40.542 (meters)      133.01  (feet) ADJUSTED
 DK1032  ______________________________________________________________________
 DK1032  GEOID HEIGHT    -        -26.005 (meters)                     GEOID18
 DK1032  DYNAMIC HEIGHT  -         40.500 (meters)      132.87  (feet) COMP
 DK1032  MODELED GRAVITY -    979,592.5   (mgal)                       NAVD 88
 DK1032
 DK1032  VERT ORDER      -  SECOND    CLASS 0
 DK1032
 DK1032.The horizontal coordinates were scaled from a map and have
 DK1032.an estimated accuracy of +/- 6 seconds.
 DK1032
 DK1032.The orthometric height was determined by differential leveling and
 DK1032.adjusted by the NATIONAL GEODETIC SURVEY
 DK1032.in June 1991.
 DK1032
 DK1032.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1032.GEOID18 height accuracy estimate available here.
 DK1032
 DK1032.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS422961(NAD 83)
 DK1032
 DK1032                          SUPERSEDED SURVEY CONTROL
 DK1032
 DK1032  NGVD 29 (11/26/84)   40.653  (m)          133.38   (f) ADJUSTED    2 0
 DK1032
 DK1032.Superseded values are not recommended for survey control.
 DK1032
 DK1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1032.See file dsdata.pdf to determine how the superseded data were derived.
 DK1032
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1010 ***********************************************************************
 FG1010  DESIGNATION -  MP 425
 FG1010  PID         -  FG1010
 FG1010  STATE/COUNTY-  AR/POPE
 FG1010  COUNTRY     -  US
 FG1010  USGS QUAD   -  RUSSELLVILLE WEST (2017)
 FG1010
 FG1010                         *CURRENT SURVEY CONTROL
 FG1010  ______________________________________________________________________
 FG1010* NAD 83(1986) POSITION- 35 19 43.     (N) 093 14 32.     (W)   SCALED
 FG1010* NAVD 88 ORTHO HEIGHT -   116.561 (meters)      382.42  (feet) ADJUSTED
 FG1010  ______________________________________________________________________
 FG1010  GEOID HEIGHT    -        -29.258 (meters)                     GEOID18
 FG1010  DYNAMIC HEIGHT  -        116.451 (meters)      382.06  (feet) COMP
 FG1010  MODELED GRAVITY -    979,687.7   (mgal)                       NAVD 88
 FG1010
 FG1010  VERT ORDER      -  FIRST     CLASS II
 FG1010
 FG1010.The horizontal coordinates were scaled from a map and have
 FG1010.an estimated accuracy of +/- 6 seconds.
 FG1010
 FG1010.The orthometric height was determined by differential leveling and
 FG1010.adjusted by the NATIONAL GEODETIC SURVEY
 FG1010.in June 1991.
 FG1010
 FG1010.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1010.GEOID18 height accuracy estimate available here.
 FG1010
 FG1010.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV779095(NAD 83)
 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
 FG1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1010.See file dsdata.pdf to determine how the superseded data were derived.
 FG1010
 FG1010_MARKER: N = NAIL
 FG1010_SETTING: 7 = 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             CGS
 FG1010  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG1010
 FG1010                          STATION DESCRIPTION
 FG1010
 FG1010'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DL0394 ***********************************************************************
 DL0394  DESIGNATION -  MP 430
 DL0394  PID         -  DL0394
 DL0394  STATE/COUNTY-  AR/CLARK
 DL0394  COUNTRY     -  US
 DL0394  USGS QUAD   -  WHELEN SPRINGS (2017)
 DL0394
 DL0394                         *CURRENT SURVEY CONTROL
 DL0394  ______________________________________________________________________
 DL0394* NAD 83(1986) POSITION- 33 52 13.     (N) 093 08 17.     (W)   SCALED
 DL0394* NAVD 88 ORTHO HEIGHT -    79.749 (meters)      261.64  (feet) ADJUSTED
 DL0394  ______________________________________________________________________
 DL0394  GEOID HEIGHT    -        -26.651 (meters)                     GEOID18
 DL0394  DYNAMIC HEIGHT  -         79.668 (meters)      261.38  (feet) COMP
 DL0394  MODELED GRAVITY -    979,626.5   (mgal)                       NAVD 88
 DL0394
 DL0394  VERT ORDER      -  FIRST     CLASS II
 DL0394
 DL0394.The horizontal coordinates were scaled from a map and have
 DL0394.an estimated accuracy of +/- 6 seconds.
 DL0394
 DL0394.The orthometric height was determined by differential leveling and
 DL0394.adjusted by the NATIONAL GEODETIC SURVEY
 DL0394.in June 1991.
 DL0394
 DL0394.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0394.GEOID18 height accuracy estimate available here.
 DL0394
 DL0394.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT872477(NAD 83)
 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
 DL0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0394.See file dsdata.pdf to determine how the superseded data were derived.
 DL0394
 DL0394_MARKER: B = BOLT
 DL0394_SETTING: 7 = 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             CGS
 DL0394  HISTORY     - 1964     GOOD             CGS
 DL0394
 DL0394                          STATION DESCRIPTION
 DL0394
 DL0394'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1964
 DL0394'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1004 ***********************************************************************
 FG1004  DESIGNATION -  MP 430
 FG1004  PID         -  FG1004
 FG1004  STATE/COUNTY-  AR/JOHNSON
 FG1004  COUNTRY     -  US
 FG1004  USGS QUAD   -  DELAWARE (2017)
 FG1004
 FG1004                         *CURRENT SURVEY CONTROL
 FG1004  ______________________________________________________________________
 FG1004* NAD 83(1986) POSITION- 35 20 32.     (N) 093 19 35.     (W)   SCALED
 FG1004* NAVD 88 ORTHO HEIGHT -   107.001 (meters)      351.05  (feet) ADJUSTED
 FG1004  ______________________________________________________________________
 FG1004  GEOID HEIGHT    -        -29.339 (meters)                     GEOID18
 FG1004  DYNAMIC HEIGHT  -        106.900 (meters)      350.72  (feet) COMP
 FG1004  MODELED GRAVITY -    979,691.1   (mgal)                       NAVD 88
 FG1004
 FG1004  VERT ORDER      -  FIRST     CLASS II
 FG1004
 FG1004.The horizontal coordinates were scaled from a map and have
 FG1004.an estimated accuracy of +/- 6 seconds.
 FG1004
 FG1004.The orthometric height was determined by differential leveling and
 FG1004.adjusted by the NATIONAL GEODETIC SURVEY
 FG1004.in June 1991.
 FG1004
 FG1004.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1004.GEOID18 height accuracy estimate available here.
 FG1004
 FG1004.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV703110(NAD 83)
 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
 FG1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1004.See file dsdata.pdf to determine how the superseded data were derived.
 FG1004
 FG1004_MARKER: N = NAIL
 FG1004_SETTING: 7 = 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             CGS
 FG1004  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG1004
 FG1004                          STATION DESCRIPTION
 FG1004
 FG1004'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DK1024 ***********************************************************************
 DK1024  DESIGNATION -  MP 430
 DK1024  PID         -  DK1024
 DK1024  STATE/COUNTY-  AR/ASHLEY
 DK1024  COUNTRY     -  US
 DK1024  USGS QUAD   -  MONTROSE (2017)
 DK1024
 DK1024                         *CURRENT SURVEY CONTROL
 DK1024  ______________________________________________________________________
 DK1024* NAD 83(1986) POSITION- 33 19 46.     (N) 091 29 34.     (W)   SCALED
 DK1024* NAVD 88 ORTHO HEIGHT -    40.311 (meters)      132.25  (feet) ADJUSTED
 DK1024  ______________________________________________________________________
 DK1024  GEOID HEIGHT    -        -25.952 (meters)                     GEOID18
 DK1024  DYNAMIC HEIGHT  -         40.268 (meters)      132.11  (feet) COMP
 DK1024  MODELED GRAVITY -    979,586.6   (mgal)                       NAVD 88
 DK1024
 DK1024  VERT ORDER      -  FIRST     CLASS II
 DK1024
 DK1024.The horizontal coordinates were scaled from a map and have
 DK1024.an estimated accuracy of +/- 6 seconds.
 DK1024
 DK1024.The orthometric height was determined by differential leveling and
 DK1024.adjusted by the NATIONAL GEODETIC SURVEY
 DK1024.in June 1991.
 DK1024
 DK1024.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1024.GEOID18 height accuracy estimate available here.
 DK1024
 DK1024.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS402888(NAD 83)
 DK1024
 DK1024                          SUPERSEDED SURVEY CONTROL
 DK1024
 DK1024  NGVD 29 (11/26/84)   40.420  (m)          132.61   (f) ADJUSTED    1 2
 DK1024
 DK1024.Superseded values are not recommended for survey control.
 DK1024
 DK1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1024.See file dsdata.pdf to determine how the superseded data were derived.
 DK1024
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1001 ***********************************************************************
 FG1001  DESIGNATION -  MP 435
 FG1001  PID         -  FG1001
 FG1001  STATE/COUNTY-  AR/JOHNSON
 FG1001  COUNTRY     -  US
 FG1001  USGS QUAD   -  CLARKSVILLE (2017)
 FG1001
 FG1001                         *CURRENT SURVEY CONTROL
 FG1001  ______________________________________________________________________
 FG1001* NAD 83(1986) POSITION- 35 23 44.     (N) 093 22 52.     (W)   SCALED
 FG1001* NAVD 88 ORTHO HEIGHT -   125.748 (meters)      412.56  (feet) ADJUSTED
 FG1001  ______________________________________________________________________
 FG1001  GEOID HEIGHT    -        -29.293 (meters)                     GEOID18
 FG1001  DYNAMIC HEIGHT  -        125.631 (meters)      412.17  (feet) COMP
 FG1001  MODELED GRAVITY -    979,702.1   (mgal)                       NAVD 88
 FG1001
 FG1001  VERT ORDER      -  FIRST     CLASS II
 FG1001
 FG1001.The horizontal coordinates were scaled from a map and have
 FG1001.an estimated accuracy of +/- 6 seconds.
 FG1001
 FG1001.The orthometric height was determined by differential leveling and
 FG1001.adjusted by the NATIONAL GEODETIC SURVEY
 FG1001.in June 1991.
 FG1001
 FG1001.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1001.GEOID18 height accuracy estimate available here.
 FG1001
 FG1001.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV653169(NAD 83)
 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
 FG1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1001.See file dsdata.pdf to determine how the superseded data were derived.
 FG1001
 FG1001_MARKER: N = NAIL
 FG1001_SETTING: 7 = 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             CGS
 FG1001  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG1001
 FG1001                          STATION DESCRIPTION
 FG1001
 FG1001'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DK1349 ***********************************************************************
 DK1349  DESIGNATION -  MP 440
 DK1349  PID         -  DK1349
 DK1349  STATE/COUNTY-  AR/ASHLEY
 DK1349  COUNTRY     -  US
 DK1349  USGS QUAD   -  PORTLAND (2017)
 DK1349
 DK1349                         *CURRENT SURVEY CONTROL
 DK1349  ______________________________________________________________________
 DK1349* NAD 83(1986) POSITION- 33 11 19.     (N) 091 31 43.     (W)   SCALED
 DK1349* NAVD 88 ORTHO HEIGHT -    35.623 (meters)      116.87  (feet) ADJUSTED
 DK1349  ______________________________________________________________________
 DK1349  GEOID HEIGHT    -        -25.874 (meters)                     GEOID18
 DK1349  DYNAMIC HEIGHT  -         35.586 (meters)      116.75  (feet) COMP
 DK1349  MODELED GRAVITY -    979,583.9   (mgal)                       NAVD 88
 DK1349
 DK1349  VERT ORDER      -  SECOND    CLASS 0
 DK1349
 DK1349.The horizontal coordinates were scaled from a map and have
 DK1349.an estimated accuracy of +/- 6 seconds.
 DK1349
 DK1349.The orthometric height was determined by differential leveling and
 DK1349.adjusted by the NATIONAL GEODETIC SURVEY
 DK1349.in June 1991.
 DK1349
 DK1349.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1349.GEOID18 height accuracy estimate available here.
 DK1349
 DK1349.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS371731(NAD 83)
 DK1349
 DK1349                          SUPERSEDED SURVEY CONTROL
 DK1349
 DK1349  NGVD 29 (11/26/84)   35.735  (m)          117.24   (f) ADJUSTED    2 0
 DK1349
 DK1349.Superseded values are not recommended for survey control.
 DK1349
 DK1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1349.See file dsdata.pdf to determine how the superseded data were derived.
 DK1349
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0995 ***********************************************************************
 FG0995  DESIGNATION -  MP 440
 FG0995  PID         -  FG0995
 FG0995  STATE/COUNTY-  AR/JOHNSON
 FG0995  COUNTRY     -  US
 FG0995  USGS QUAD   -  CLARKSVILLE (2017)
 FG0995
 FG0995                         *CURRENT SURVEY CONTROL
 FG0995  ______________________________________________________________________
 FG0995* NAD 83(1986) POSITION- 35 27 10.     (N) 093 24 42.     (W)   SCALED
 FG0995* NAVD 88 ORTHO HEIGHT -   132.545 (meters)      434.86  (feet) ADJUSTED
 FG0995  ______________________________________________________________________
 FG0995  GEOID HEIGHT    -        -29.150 (meters)                     GEOID18
 FG0995  DYNAMIC HEIGHT  -        132.423 (meters)      434.46  (feet) COMP
 FG0995  MODELED GRAVITY -    979,708.3   (mgal)                       NAVD 88
 FG0995
 FG0995  VERT ORDER      -  FIRST     CLASS II
 FG0995
 FG0995.The horizontal coordinates were scaled from a map and have
 FG0995.an estimated accuracy of +/- 6 seconds.
 FG0995
 FG0995.The orthometric height was determined by differential leveling and
 FG0995.adjusted by the NATIONAL GEODETIC SURVEY
 FG0995.in June 1991.
 FG0995
 FG0995.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0995.GEOID18 height accuracy estimate available here.
 FG0995
 FG0995.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV626233(NAD 83)
 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
 FG0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0995.See file dsdata.pdf to determine how the superseded data were derived.
 FG0995
 FG0995_MARKER: N = NAIL
 FG0995_SETTING: 7 = 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             CGS
 FG0995  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG0995
 FG0995                          STATION DESCRIPTION
 FG0995
 FG0995'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DK1375 ***********************************************************************
 DK1375  DESIGNATION -  MP 45
 DK1375  PID         -  DK1375
 DK1375  STATE/COUNTY-  AR/ASHLEY
 DK1375  COUNTRY     -  US
 DK1375  USGS QUAD   -  CROSSETT NORTH (2017)
 DK1375
 DK1375                         *CURRENT SURVEY CONTROL
 DK1375  ______________________________________________________________________
 DK1375* NAD 83(1986) POSITION- 33 10 35.     (N) 091 53 04.     (W)   SCALED
 DK1375* NAVD 88 ORTHO HEIGHT -    54.017 (meters)      177.22  (feet) ADJUSTED
 DK1375  ______________________________________________________________________
 DK1375  GEOID HEIGHT    -        -25.858 (meters)                     GEOID18
 DK1375  DYNAMIC HEIGHT  -         53.960 (meters)      177.03  (feet) COMP
 DK1375  MODELED GRAVITY -    979,576.0   (mgal)                       NAVD 88
 DK1375
 DK1375  VERT ORDER      -  SECOND    CLASS 0
 DK1375
 DK1375.The horizontal coordinates were scaled from a map and have
 DK1375.an estimated accuracy of +/- 6 seconds.
 DK1375
 DK1375.The orthometric height was determined by differential leveling and
 DK1375.adjusted by the NATIONAL GEODETIC SURVEY
 DK1375.in June 1991.
 DK1375
 DK1375.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1375.GEOID18 height accuracy estimate available here.
 DK1375
 DK1375.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS040713(NAD 83)
 DK1375
 DK1375                          SUPERSEDED SURVEY CONTROL
 DK1375
 DK1375  NGVD 29 (11/26/84)   54.095  (m)          177.48   (f) ADJUSTED    2 0
 DK1375
 DK1375.Superseded values are not recommended for survey control.
 DK1375
 DK1375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1375.See file dsdata.pdf to determine how the superseded data were derived.
 DK1375
 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  HISTORY     - 20220907 MARK NOT FOUND   ARHD
 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.
 DK1375
 DK1375                          STATION RECOVERY (2022)
 DK1375
 DK1375'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2022 (CW)
 DK1375'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK1169 ***********************************************************************
 DK1169  DESIGNATION -  MP 450
 DK1169  PID         -  DK1169
 DK1169  STATE/COUNTY-  AR/CHICOT
 DK1169  COUNTRY     -  US
 DK1169  USGS QUAD   -  EUDORA SOUTH (2017)
 DK1169
 DK1169                         *CURRENT SURVEY CONTROL
 DK1169  ______________________________________________________________________
 DK1169* NAD 83(1986) POSITION- 33 04 00.     (N) 091 16 53.     (W)   SCALED
 DK1169* NAVD 88 ORTHO HEIGHT -    41.214 (meters)      135.22  (feet) ADJUSTED
 DK1169  ______________________________________________________________________
 DK1169  GEOID HEIGHT    -        -26.078 (meters)                     GEOID18
 DK1169  DYNAMIC HEIGHT  -         41.169 (meters)      135.07  (feet) COMP
 DK1169  MODELED GRAVITY -    979,568.4   (mgal)                       NAVD 88
 DK1169
 DK1169  VERT ORDER      -  SECOND    CLASS 0
 DK1169
 DK1169.The horizontal coordinates were scaled from a map and have
 DK1169.an estimated accuracy of +/- 6 seconds.
 DK1169
 DK1169.The orthometric height was determined by differential leveling and
 DK1169.adjusted by the NATIONAL GEODETIC SURVEY
 DK1169.in June 1991.
 DK1169
 DK1169.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1169.GEOID18 height accuracy estimate available here.
 DK1169
 DK1169.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS604599(NAD 83)
 DK1169
 DK1169                          SUPERSEDED SURVEY CONTROL
 DK1169
 DK1169  NGVD 29 (11/26/84)   41.317  (m)          135.55   (f) ADJUSTED    2 0
 DK1169
 DK1169.Superseded values are not recommended for survey control.
 DK1169
 DK1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1169.See file dsdata.pdf to determine how the superseded data were derived.
 DK1169
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1208 ***********************************************************************
 FG1208  DESIGNATION -  MP 450
 FG1208  PID         -  FG1208
 FG1208  STATE/COUNTY-  AR/JOHNSON
 FG1208  COUNTRY     -  US
 FG1208  USGS QUAD   -  COAL HILL (2017)
 FG1208
 FG1208                         *CURRENT SURVEY CONTROL
 FG1208  ______________________________________________________________________
 FG1208* NAD 83(1986) POSITION- 35 25 42.     (N) 093 37 37.     (W)   SCALED
 FG1208* NAVD 88 ORTHO HEIGHT -   120.534 (meters)      395.45  (feet) ADJUSTED
 FG1208  ______________________________________________________________________
 FG1208  GEOID HEIGHT    -        -29.350 (meters)                     GEOID18
 FG1208  DYNAMIC HEIGHT  -        120.422 (meters)      395.08  (feet) COMP
 FG1208  MODELED GRAVITY -    979,704.7   (mgal)                       NAVD 88
 FG1208
 FG1208  VERT ORDER      -  FIRST     CLASS II
 FG1208
 FG1208.The horizontal coordinates were scaled from a map and have
 FG1208.an estimated accuracy of +/- 6 seconds.
 FG1208
 FG1208.The orthometric height was determined by differential leveling and
 FG1208.adjusted by the NATIONAL GEODETIC SURVEY
 FG1208.in June 1991.
 FG1208
 FG1208.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1208.GEOID18 height accuracy estimate available here.
 FG1208
 FG1208.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV430207(NAD 83)
 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
 FG1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1208.See file dsdata.pdf to determine how the superseded data were derived.
 FG1208
 FG1208_MARKER: B = BOLT
 FG1208_SETTING: 7 = 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             CGS
 FG1208  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG1208
 FG1208                          STATION DESCRIPTION
 FG1208
 FG1208'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG1201 ***********************************************************************
 FG1201  DESIGNATION -  MP 460
 FG1201  PID         -  FG1201
 FG1201  STATE/COUNTY-  AR/FRANKLIN
 FG1201  COUNTRY     -  US
 FG1201  USGS QUAD   -  OZARK (2017)
 FG1201
 FG1201                         *CURRENT SURVEY CONTROL
 FG1201  ______________________________________________________________________
 FG1201* NAD 83(1986) POSITION- 35 27 49.     (N) 093 47 26.     (W)   SCALED
 FG1201* NAVD 88 ORTHO HEIGHT -   138.944 (meters)      455.85  (feet) ADJUSTED
 FG1201  ______________________________________________________________________
 FG1201  GEOID HEIGHT    -        -29.298 (meters)                     GEOID18
 FG1201  DYNAMIC HEIGHT  -        138.815 (meters)      455.43  (feet) COMP
 FG1201  MODELED GRAVITY -    979,707.5   (mgal)                       NAVD 88
 FG1201
 FG1201  VERT ORDER      -  FIRST     CLASS II
 FG1201
 FG1201.The horizontal coordinates were scaled from a map and have
 FG1201.an estimated accuracy of +/- 6 seconds.
 FG1201
 FG1201.The orthometric height was determined by differential leveling and
 FG1201.adjusted by the NATIONAL GEODETIC SURVEY
 FG1201.in June 1991.
 FG1201
 FG1201.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1201.GEOID18 height accuracy estimate available here.
 FG1201
 FG1201.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV282247(NAD 83)
 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
 FG1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1201.See file dsdata.pdf to determine how the superseded data were derived.
 FG1201
 FG1201_MARKER: B = BOLT
 FG1201_SETTING: 7 = 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   CGS
 FG1201  HISTORY     - 1963     MARK NOT FOUND   USGS
 FG1201
 FG1201                          STATION DESCRIPTION
 FG1201
 FG1201'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG1195 ***********************************************************************
 FG1195  DESIGNATION -  MP 465
 FG1195  PID         -  FG1195
 FG1195  STATE/COUNTY-  AR/FRANKLIN
 FG1195  COUNTRY     -  US
 FG1195  USGS QUAD   -  OZARK (2017)
 FG1195
 FG1195                         *CURRENT SURVEY CONTROL
 FG1195  ______________________________________________________________________
 FG1195* NAD 83(1986) POSITION- 35 29 06.     (N) 093 49 45.     (W)   SCALED
 FG1195* NAVD 88 ORTHO HEIGHT -   116.35  (+/-2cm)      381.7   (feet) VERTCON3
 FG1195  ______________________________________________________________________
 FG1195  GEOID HEIGHT    -        -29.247 (meters)                     GEOID18
 FG1195  VERT ORDER      -  ? (See Below)
 FG1195
 FG1195.The horizontal coordinates were scaled from a 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
 FG1195.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1195.GEOID18 height accuracy estimate available here.
 FG1195
 FG1195.The vertical order pertains to the NGVD 29 superseded value.
 FG1195
 FG1195.Click photographs - Photos may exist for this station.
 FG1195
 FG1195;                    North         East    Units  Estimated Accuracy
 FG1195;SPC AR N     -   129,310.      234,030.      MT  (+/- 180 meters Scaled)
 FG1195
 FG1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV247271(NAD 83)
 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
 FG1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1195.See file dsdata.pdf to determine how the superseded data were derived.
 FG1195
 FG1195_MARKER: B = BOLT
 FG1195_SETTING: 7 = 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             CGS
 FG1195
 FG1195                          STATION DESCRIPTION
 FG1195
 FG1195'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG1191 ***********************************************************************
 FG1191  DESIGNATION -  MP 470
 FG1191  PID         -  FG1191
 FG1191  STATE/COUNTY-  AR/FRANKLIN
 FG1191  COUNTRY     -  US
 FG1191  USGS QUAD   -  CECIL (2017)
 FG1191
 FG1191                         *CURRENT SURVEY CONTROL
 FG1191  ______________________________________________________________________
 FG1191* NAD 83(1986) POSITION- 35 27 08.     (N) 093 53 49.     (W)   SCALED
 FG1191* NAVD 88 ORTHO HEIGHT -   115.69  (+/-2cm)      379.6   (feet) VERTCON3
 FG1191  ______________________________________________________________________
 FG1191  GEOID HEIGHT    -        -29.373 (meters)                     GEOID18
 FG1191  VERT ORDER      -  ? (See Below)
 FG1191
 FG1191.The horizontal coordinates were scaled from a 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
 FG1191.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1191.GEOID18 height accuracy estimate available here.
 FG1191
 FG1191.The vertical order pertains to the NGVD 29 superseded value.
 FG1191
 FG1191.Click photographs - Photos may exist for this station.
 FG1191
 FG1191;                    North         East    Units  Estimated Accuracy
 FG1191;SPC AR N     -   125,790.      227,810.      MT  (+/- 180 meters Scaled)
 FG1191
 FG1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV186235(NAD 83)
 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
 FG1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1191.See file dsdata.pdf to determine how the superseded data were derived.
 FG1191
 FG1191_MARKER: B = BOLT
 FG1191_SETTING: 7 = 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             CGS
 FG1191  HISTORY     - 1963     MARK NOT FOUND   USGS
 FG1191
 FG1191                          STATION DESCRIPTION
 FG1191
 FG1191'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DK1373 ***********************************************************************
 DK1373  DESIGNATION -  MP 50
 DK1373  PID         -  DK1373
 DK1373  STATE/COUNTY-  AR/ASHLEY
 DK1373  COUNTRY     -  US
 DK1373  USGS QUAD   -  CROSSETT NORTH (2017)
 DK1373
 DK1373                         *CURRENT SURVEY CONTROL
 DK1373  ______________________________________________________________________
 DK1373* NAD 83(1986) POSITION- 33 08 07.     (N) 091 57 16.     (W)   SCALED
 DK1373* NAVD 88 ORTHO HEIGHT -    48.261 (meters)      158.34  (feet) ADJUSTED
 DK1373  ______________________________________________________________________
 DK1373  GEOID HEIGHT    -        -25.929 (meters)                     GEOID18
 DK1373  DYNAMIC HEIGHT  -         48.209 (meters)      158.17  (feet) COMP
 DK1373  MODELED GRAVITY -    979,569.4   (mgal)                       NAVD 88
 DK1373
 DK1373  VERT ORDER      -  SECOND    CLASS 0
 DK1373
 DK1373.The horizontal coordinates were scaled from a map and have
 DK1373.an estimated accuracy of +/- 6 seconds.
 DK1373
 DK1373.The orthometric height was determined by differential leveling and
 DK1373.adjusted by the NATIONAL GEODETIC SURVEY
 DK1373.in June 1991.
 DK1373
 DK1373.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1373.GEOID18 height accuracy estimate available here.
 DK1373
 DK1373.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS975667(NAD 83)
 DK1373
 DK1373                          SUPERSEDED SURVEY CONTROL
 DK1373
 DK1373  NGVD 29 (11/26/84)   48.335  (m)          158.58   (f) ADJUSTED    2 0
 DK1373
 DK1373.Superseded values are not recommended for survey control.
 DK1373
 DK1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1373.See file dsdata.pdf to determine how the superseded data were derived.
 DK1373
 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  HISTORY     - 20220316 MARK NOT FOUND   ARHD
 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.
 DK1373
 DK1373                          STATION RECOVERY (2022)
 DK1373
 DK1373'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2022 (JH)
 DK1373'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0143 ***********************************************************************
 DL0143  DESIGNATION -  MP 525
 DL0143  PID         -  DL0143
 DL0143  STATE/COUNTY-  AR/UNION
 DL0143  COUNTRY     -  US
 DL0143  USGS QUAD   -  HUTTIG (2017)
 DL0143
 DL0143                         *CURRENT SURVEY CONTROL
 DL0143  ______________________________________________________________________
 DL0143* NAD 83(1986) POSITION- 33 03 36.     (N) 092 09 36.     (W)   SCALED
 DL0143* NAVD 88 ORTHO HEIGHT -    27.032 (meters)       88.69  (feet) ADJUSTED
 DL0143  ______________________________________________________________________
 DL0143  GEOID HEIGHT    -        -26.082 (meters)                     GEOID18
 DL0143  DYNAMIC HEIGHT  -         27.003 (meters)       88.59  (feet) COMP
 DL0143  MODELED GRAVITY -    979,558.8   (mgal)                       NAVD 88
 DL0143
 DL0143  VERT ORDER      -  FIRST     CLASS II
 DL0143
 DL0143.The horizontal coordinates were scaled from a map and have
 DL0143.an estimated accuracy of +/- 6 seconds.
 DL0143
 DL0143.The orthometric height was determined by differential leveling and
 DL0143.adjusted by the NATIONAL GEODETIC SURVEY
 DL0143.in June 1991.
 DL0143
 DL0143.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0143.GEOID18 height accuracy estimate available here.
 DL0143
 DL0143.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS784582(NAD 83)
 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
 DL0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0143.See file dsdata.pdf to determine how the superseded data were derived.
 DL0143
 DL0143_MARKER: B = BOLT
 DL0143_SETTING: 7 = 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             CGS
 DL0143  HISTORY     - 1964     GOOD             CGS
 DL0143
 DL0143                          STATION DESCRIPTION
 DL0143
 DL0143'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1964
 DL0143'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0152 ***********************************************************************
 DL0152  DESIGNATION -  MP 535
 DL0152  PID         -  DL0152
 DL0152  STATE/COUNTY-  AR/ASHLEY
 DL0152  COUNTRY     -  US
 DL0152  USGS QUAD   -  FELSENTHAL DAM (2017)
 DL0152
 DL0152                         *CURRENT SURVEY CONTROL
 DL0152  ______________________________________________________________________
 DL0152* NAD 83(1986) POSITION- 33 01 36.     (N) 092 00 54.     (W)   SCALED
 DL0152* NAVD 88 ORTHO HEIGHT -    25.16  (+/-2cm)       82.5   (feet) VERTCON3
 DL0152  ______________________________________________________________________
 DL0152  GEOID HEIGHT    -        -26.019 (meters)                     GEOID18
 DL0152  VERT ORDER      -  ? (See Below)
 DL0152
 DL0152.The horizontal coordinates were scaled from a 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
 DL0152.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0152.GEOID18 height accuracy estimate available here.
 DL0152
 DL0152.The vertical order pertains to the NGVD 29 superseded value.
 DL0152
 DL0152.Click photographs - Photos may exist for this station.
 DL0152
 DL0152;                    North         East    Units  Estimated Accuracy
 DL0152;SPC AR S     -   439,930.      398,600.      MT  (+/- 180 meters Scaled)
 DL0152
 DL0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS919546(NAD 83)
 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
 DL0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0152.See file dsdata.pdf to determine how the superseded data were derived.
 DL0152
 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             CGS
 DL0152
 DL0152                          STATION DESCRIPTION
 DL0152
 DL0152'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DG6709 ***********************************************************************
 DG6709  HT_MOD      -  This is a Height Modernization Survey Station.
 DG6709  DESIGNATION -  MRCL 23
 DG6709  PID         -  DG6709
 DG6709  STATE/COUNTY-  AR/CHICOT
 DG6709  COUNTRY     -  US
 DG6709  USGS QUAD   -  AVON (2018)
 DG6709
 DG6709                         *CURRENT SURVEY CONTROL
 DG6709  ______________________________________________________________________
 DG6709* NAD 83(2011) POSITION- 33 14 50.65721(N) 091 06 39.30938(W)   ADJUSTED
 DG6709* NAD 83(2011) ELLIP HT-    10.183 (meters)        (06/27/12)   ADJUSTED
 DG6709* NAD 83(2011) EPOCH   -  2010.00
 DG6709* NAVD 88 ORTHO HEIGHT -    36.51  (meters)      119.8   (feet) GPS OBS
 DG6709  ______________________________________________________________________
 DG6709  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DG6709  GEOID HEIGHT    -        -26.294 (meters)                     GEOID03
 DG6709  GEOID HEIGHT    -        -26.309 (meters)                     GEOID18
 DG6709  NAD 83(2011) X  -   -103,521.936 (meters)                     COMP
 DG6709  NAD 83(2011) Y  - -5,338,485.768 (meters)                     COMP
 DG6709  NAD 83(2011) Z  -  3,476,944.033 (meters)                     COMP
 DG6709  LAPLACE CORR    -         -2.24  (seconds)                    DEFLEC18
 DG6709
 DG6709  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG6709  Standards:
 DG6709         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG6709            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG6709  -------------------------------------------------------------------
 DG6709  NETWORK    0.33   0.37           0.13   0.14   0.19      0.05672658
 DG6709  -------------------------------------------------------------------
 DG6709  Click here for local accuracies and other accuracy information.
 DG6709
 DG6709.The horizontal coordinates were established by GPS observations
 DG6709.and adjusted by the National Geodetic Survey in June 2012.
 DG6709
 DG6709.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG6709.been affixed to the stable North American tectonic plate. See 
 DG6709.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG6709
 DG6709.The horizontal coordinates are valid at the epoch date displayed above
 DG6709.which is a decimal equivalence of Year/Month/Day.
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG6709.GEOID18 height accuracy estimate available here.
 DG6709
 DG6709.Click photographs - Photos may exist for this station.
 DG6709
 DG6709.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6709
 DG6709.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG6709
 DG6709.The ellipsoidal height was determined by GPS observations
 DG6709.and is referenced to NAD 83.
 DG6709
 DG6709. The following values were computed from the NAD 83(2011) position.
 DG6709
 DG6709;                    North         East     Units Scale Factor Converg.
 DG6709;SPC AR S     -   464,772.106   482,854.745   MT  1.00001208   +0 29 51.4
 DG6709;SPC AR S     - 1,524,839.82  1,584,165.94   sFT  1.00001208   +0 29 51.4
 DG6709;UTM  15      - 3,680,305.772   675,988.708   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS7598880305(NAD 83)
 DG6709
 DG6709                          SUPERSEDED SURVEY CONTROL
 DG6709
 DG6709  NAD 83(2007)-  33 14 50.65710(N)    091 06 39.31026(W) AD(2002.00) 0
 DG6709  ELLIP H (02/10/07)   10.206  (m)                       GP(2002.00)    
 DG6709  NAD 83(1997)-  33 14 50.65685(N)    091 06 39.30956(W) AD(       ) 1
 DG6709  ELLIP H (08/03/04)   10.203  (m)                       GP(       ) 4 2
 DG6709
 DG6709.Superseded values are not recommended for survey control.
 DG6709
 DG6709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG6709.See file dsdata.pdf to determine how the superseded data were derived.
 DG6709
 DG6709_MARKER: F = FLANGE-ENCASED 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 - December 11, 2012
 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  HISTORY     - 20121211 GOOD             JMSM
 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.
 DG6709
 DG6709                          STATION RECOVERY (2012)
 DG6709
 DG6709'RECOVERY NOTE BY JOHNSON-MCADAMS SURVEYING AND MAPPING 2012 (JB)
 DG6709'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DG6694 ***********************************************************************
 DG6694  HT_MOD      -  This is a Height Modernization Survey Station.
 DG6694  DESIGNATION -  MRCL 8
 DG6694  PID         -  DG6694
 DG6694  STATE/COUNTY-  AR/DESHA
 DG6694  COUNTRY     -  US
 DG6694  USGS QUAD   -  ROSEDALE (2018)
 DG6694
 DG6694                         *CURRENT SURVEY CONTROL
 DG6694  ______________________________________________________________________
 DG6694* NAD 83(2011) POSITION- 33 47 08.03290(N) 091 02 13.37472(W)   ADJUSTED
 DG6694* NAD 83(2011) ELLIP HT-    16.507 (meters)        (06/27/12)   ADJUSTED
 DG6694* NAD 83(2011) EPOCH   -  2010.00
 DG6694* NAVD 88 ORTHO HEIGHT -    43.07  (meters)      141.3   (feet) GPS OBS
 DG6694  ______________________________________________________________________
 DG6694  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DG6694  GEOID HEIGHT    -        -26.557 (meters)                     GEOID03
 DG6694  GEOID HEIGHT    -        -26.559 (meters)                     GEOID18
 DG6694  NAD 83(2011) X  -    -96,042.581 (meters)                     COMP
 DG6694  NAD 83(2011) Y  - -5,305,666.468 (meters)                     COMP
 DG6694  NAD 83(2011) Z  -  3,526,712.025 (meters)                     COMP
 DG6694  LAPLACE CORR    -         -0.24  (seconds)                    DEFLEC18
 DG6694
 DG6694  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG6694  Standards:
 DG6694         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG6694            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG6694  -------------------------------------------------------------------
 DG6694  NETWORK    0.76   0.02           0.31   0.31   0.01      0.07168785
 DG6694  -------------------------------------------------------------------
 DG6694  Click here for local accuracies and other accuracy information.
 DG6694
 DG6694.The horizontal coordinates were established by GPS observations
 DG6694.and adjusted by the National Geodetic Survey in June 2012.
 DG6694
 DG6694.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG6694.been affixed to the stable North American tectonic plate. See 
 DG6694.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG6694
 DG6694.The horizontal coordinates are valid at the epoch date displayed above
 DG6694.which is a decimal equivalence of Year/Month/Day.
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG6694.GEOID18 height accuracy estimate available here.
 DG6694
 DG6694.Click photographs - Photos may exist for this station.
 DG6694
 DG6694.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6694
 DG6694.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG6694
 DG6694.The ellipsoidal height was determined by GPS observations
 DG6694.and is referenced to NAD 83.
 DG6694
 DG6694. The following values were computed from the NAD 83(2011) position.
 DG6694
 DG6694;                    North         East     Units Scale Factor Converg.
 DG6694;SPC AR S     -   524,518.811   489,177.233   MT  0.99992785   +0 32 20.2
 DG6694;SPC AR S     - 1,720,858.80  1,604,908.97   sFT  0.99992785   +0 32 20.2
 DG6694;UTM  15      - 3,740,111.868   681,742.217   MT  1.00000721   +1 05 30.7
 DG6694
 DG6694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6694!SPC AR S     -   0.99999741  x   0.99992785  =   0.99992526
 DG6694!UTM  15      -   0.99999741  x   1.00000721  =   1.00000462
 DG6694
 DG6694_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT8174240111(NAD 83)
 DG6694
 DG6694                          SUPERSEDED SURVEY CONTROL
 DG6694
 DG6694  NAD 83(2007)-  33 47 08.03277(N)    091 02 13.37555(W) AD(2002.00) 0
 DG6694  ELLIP H (02/10/07)   16.533  (m)                       GP(2002.00)    
 DG6694  NAD 83(1997)-  33 47 08.03242(N)    091 02 13.37477(W) AD(       ) 1
 DG6694  ELLIP H (08/03/04)   16.531  (m)                       GP(       ) 4 2
 DG6694
 DG6694.Superseded values are not recommended for survey control.
 DG6694
 DG6694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG6694.See file dsdata.pdf to determine how the superseded data were derived.
 DG6694
 DG6694_MARKER: F = FLANGE-ENCASED 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 - November 28, 2012
 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  HISTORY     - 20121128 GOOD             JMSM
 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.
 DG6694
 DG6694                          STATION RECOVERY (2012)
 DG6694
 DG6694'RECOVERY NOTE BY JOHNSON-MCADAMS SURVEYING AND MAPPING 2012 (JB)
 DG6694'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DG6698 ***********************************************************************
 DG6698  HT_MOD      -  This is a Height Modernization Survey Station.
 DG6698  DESIGNATION -  MRCR 12
 DG6698  PID         -  DG6698
 DG6698  STATE/COUNTY-  AR/DESHA
 DG6698  COUNTRY     -  US
 DG6698  USGS QUAD   -  CATFISH POINT (2018)
 DG6698
 DG6698                         *CURRENT SURVEY CONTROL
 DG6698  ______________________________________________________________________
 DG6698* NAD 83(2011) POSITION- 33 41 37.93803(N) 091 13 44.11756(W)   ADJUSTED
 DG6698* NAD 83(2011) ELLIP HT-    14.990 (meters)        (06/27/12)   ADJUSTED
 DG6698* NAD 83(2011) EPOCH   -  2010.00
 DG6698* NAVD 88 ORTHO HEIGHT -    41.48  (meters)      136.1   (feet) GPS OBS
 DG6698  ______________________________________________________________________
 DG6698  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DG6698  GEOID HEIGHT    -        -26.446 (meters)                     GEOID03
 DG6698  GEOID HEIGHT    -        -26.452 (meters)                     GEOID18
 DG6698  NAD 83(2011) X  -   -113,930.834 (meters)                     COMP
 DG6698  NAD 83(2011) Y  - -5,310,961.384 (meters)                     COMP
 DG6698  NAD 83(2011) Z  -  3,518,253.788 (meters)                     COMP
 DG6698  LAPLACE CORR    -         -1.57  (seconds)                    DEFLEC18
 DG6698
 DG6698  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG6698  Standards:
 DG6698         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG6698            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG6698  -------------------------------------------------------------------
 DG6698  NETWORK    0.53   0.02           0.22   0.21   0.01     -0.05087255
 DG6698  -------------------------------------------------------------------
 DG6698  Click here for local accuracies and other accuracy information.
 DG6698
 DG6698.The horizontal coordinates were established by GPS observations
 DG6698.and adjusted by the National Geodetic Survey in June 2012.
 DG6698
 DG6698.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG6698.been affixed to the stable North American tectonic plate. See 
 DG6698.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG6698
 DG6698.The horizontal coordinates are valid at the epoch date displayed above
 DG6698.which is a decimal equivalence of Year/Month/Day.
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG6698.GEOID18 height accuracy estimate available here.
 DG6698
 DG6698.Click photographs - Photos may exist for this station.
 DG6698
 DG6698.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6698
 DG6698.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG6698
 DG6698.The ellipsoidal height was determined by GPS observations
 DG6698.and is referenced to NAD 83.
 DG6698
 DG6698. The following values were computed from the NAD 83(2011) position.
 DG6698
 DG6698;                    North         East     Units Scale Factor Converg.
 DG6698;SPC AR S     -   514,198.922   471,485.190   MT  0.99993603   +0 25 53.6
 DG6698;SPC AR S     - 1,687,000.96  1,546,864.33   sFT  0.99993603   +0 25 53.6
 DG6698;UTM  15      - 3,729,621.621   664,149.761   MT  0.99993219   +0 58 57.8
 DG6698
 DG6698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6698!SPC AR S     -   0.99999765  x   0.99993603  =   0.99993368
 DG6698!UTM  15      -   0.99999765  x   0.99993219  =   0.99992984
 DG6698
 DG6698_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT6414929621(NAD 83)
 DG6698
 DG6698                          SUPERSEDED SURVEY CONTROL
 DG6698
 DG6698  NAD 83(2007)-  33 41 37.93790(N)    091 13 44.11837(W) AD(2002.00) 0
 DG6698  ELLIP H (02/10/07)   15.015  (m)                       GP(2002.00)    
 DG6698  NAD 83(1997)-  33 41 37.93745(N)    091 13 44.11774(W) AD(       ) 1
 DG6698  ELLIP H (08/03/04)   15.008  (m)                       GP(       ) 4 2
 DG6698
 DG6698.Superseded values are not recommended for survey control.
 DG6698
 DG6698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG6698.See file dsdata.pdf to determine how the superseded data were derived.
 DG6698
 DG6698_MARKER: F = FLANGE-ENCASED 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 - November 29, 2012
 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  HISTORY     - 20121129 GOOD             JMSM
 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.
 DG6698
 DG6698                          STATION RECOVERY (2012)
 DG6698
 DG6698'RECOVERY NOTE BY JOHNSON-MCADAMS SURVEYING AND MAPPING 2012 (SS)
 DG6698'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DG6699 ***********************************************************************
 DG6699  HT_MOD      -  This is a Height Modernization Survey Station.
 DG6699  DESIGNATION -  MRCR 13
 DG6699  PID         -  DG6699
 DG6699  STATE/COUNTY-  AR/DESHA
 DG6699  COUNTRY     -  US
 DG6699  USGS QUAD   -  CATFISH POINT (2018)
 DG6699
 DG6699                         *CURRENT SURVEY CONTROL
 DG6699  ______________________________________________________________________
 DG6699* NAD 83(2011) POSITION- 33 39 47.12750(N) 091 13 29.32349(W)   ADJUSTED
 DG6699* NAD 83(2011) ELLIP HT-    14.544 (meters)        (09/27/18)   ADJUSTED
 DG6699* NAD 83(2011) EPOCH   -  2010.00
 DG6699* NAVD 88 ORTHO HEIGHT -    41.04  (meters)      134.6   (feet) GPS OBS
 DG6699  ______________________________________________________________________
 DG6699  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DG6699  GEOID HEIGHT    -        -26.455 (meters)                     GEOID03
 DG6699  GEOID HEIGHT    -        -26.462 (meters)                     GEOID18
 DG6699  NAD 83(2011) X  -   -113,590.372 (meters)                     COMP
 DG6699  NAD 83(2011) Y  - -5,312,861.965 (meters)                     COMP
 DG6699  NAD 83(2011) Z  -  3,515,412.456 (meters)                     COMP
 DG6699  LAPLACE CORR    -         -1.54  (seconds)                    DEFLEC18
 DG6699
 DG6699  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG6699  Standards:
 DG6699         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG6699            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG6699  -------------------------------------------------------------------
 DG6699  NETWORK    0.53   0.47           0.22   0.21   0.24      0.05011489
 DG6699  -------------------------------------------------------------------
 DG6699  Click here for local accuracies and other accuracy information.
 DG6699
 DG6699.The horizontal coordinates were established by GPS observations
 DG6699.and adjusted by the National Geodetic Survey in September 2018.
 DG6699
 DG6699.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG6699.been affixed to the stable North American tectonic plate. See 
 DG6699.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG6699
 DG6699.The horizontal coordinates are valid at the epoch date displayed above
 DG6699.which is a decimal equivalence of Year/Month/Day.
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG6699.GEOID18 height accuracy estimate available here.
 DG6699
 DG6699.Click photographs - Photos may exist for this station.
 DG6699
 DG6699.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6699
 DG6699.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG6699
 DG6699.The ellipsoidal height was determined by GPS observations
 DG6699.and is referenced to NAD 83.
 DG6699
 DG6699. The following values were computed from the NAD 83(2011) position.
 DG6699
 DG6699;                    North         East     Units Scale Factor Converg.
 DG6699;SPC AR S     -   510,788.019   471,892.014   MT  0.99993934   +0 26 01.9
 DG6699;SPC AR S     - 1,675,810.36  1,548,199.05   sFT  0.99993934   +0 26 01.9
 DG6699;UTM  15      - 3,726,214.802   664,589.352   MT  0.99993397   +0 59 03.2
 DG6699
 DG6699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6699!SPC AR S     -   0.99999772  x   0.99993934  =   0.99993706
 DG6699!UTM  15      -   0.99999772  x   0.99993397  =   0.99993169
 DG6699
 DG6699_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT6458926214(NAD 83)
 DG6699
 DG6699                          SUPERSEDED SURVEY CONTROL
 DG6699
 DG6699  NAD 83(2011)-  33 39 47.12787(N)    091 13 29.32472(W) AD(2010.00) 0
 DG6699  ELLIP H (06/27/12)   14.538  (m)                       GP(2010.00)    
 DG6699  NAD 83(2007)-  33 39 47.12773(N)    091 13 29.32553(W) AD(2002.00) 0
 DG6699  ELLIP H (02/10/07)   14.563  (m)                       GP(2002.00)    
 DG6699  NAD 83(1997)-  33 39 47.12731(N)    091 13 29.32489(W) AD(       ) 1
 DG6699  ELLIP H (08/03/04)   14.557  (m)                       GP(       ) 4 2
 DG6699
 DG6699.Superseded values are not recommended for survey control.
 DG6699
 DG6699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG6699.See file dsdata.pdf to determine how the superseded data were derived.
 DG6699
 DG6699_MARKER: F = FLANGE-ENCASED 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 - November 29, 2012
 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  HISTORY     - 20121129 GOOD             JMSM
 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.
 DG6699
 DG6699                          STATION RECOVERY (2012)
 DG6699
 DG6699'RECOVERY NOTE BY JOHNSON-MCADAMS SURVEYING AND MAPPING 2012 (JB)
 DG6699'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DG6702 ***********************************************************************
 DG6702  HT_MOD      -  This is a Height Modernization Survey Station.
 DG6702  DESIGNATION -  MRCR 16
 DG6702  PID         -  DG6702
 DG6702  STATE/COUNTY-  AR/CHICOT
 DG6702  COUNTRY     -  US
 DG6702  USGS QUAD   -  ARKANSAS CITY (2017)
 DG6702
 DG6702                         *CURRENT SURVEY CONTROL
 DG6702  ______________________________________________________________________
 DG6702* NAD 83(2011) POSITION- 33 33 22.64872(N) 091 14 12.97670(W)   ADJUSTED
 DG6702* NAD 83(2011) ELLIP HT-    15.099 (meters)        (06/27/12)   ADJUSTED
 DG6702* NAD 83(2011) EPOCH   -  2010.00
 DG6702* NAVD 88 ORTHO HEIGHT -    41.60  (meters)      136.5   (feet) GPS OBS
 DG6702  ______________________________________________________________________
 DG6702  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DG6702  GEOID HEIGHT    -        -26.432 (meters)                     GEOID03
 DG6702  GEOID HEIGHT    -        -26.446 (meters)                     GEOID18
 DG6702  NAD 83(2011) X  -   -114,856.322 (meters)                     COMP
 DG6702  NAD 83(2011) Y  - -5,319,393.746 (meters)                     COMP
 DG6702  NAD 83(2011) Z  -  3,505,547.297 (meters)                     COMP
 DG6702  LAPLACE CORR    -         -1.84  (seconds)                    DEFLEC18
 DG6702
 DG6702  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG6702  Standards:
 DG6702         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG6702            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG6702  -------------------------------------------------------------------
 DG6702  NETWORK    0.47   0.02           0.19   0.19   0.01      0.02400871
 DG6702  -------------------------------------------------------------------
 DG6702  Click here for local accuracies and other accuracy information.
 DG6702
 DG6702.The horizontal coordinates were established by GPS observations
 DG6702.and adjusted by the National Geodetic Survey in June 2012.
 DG6702
 DG6702.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG6702.been affixed to the stable North American tectonic plate. See 
 DG6702.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG6702
 DG6702.The horizontal coordinates are valid at the epoch date displayed above
 DG6702.which is a decimal equivalence of Year/Month/Day.
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG6702.GEOID18 height accuracy estimate available here.
 DG6702
 DG6702.Click photographs - Photos may exist for this station.
 DG6702
 DG6702.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6702
 DG6702.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG6702
 DG6702.The ellipsoidal height was determined by GPS observations
 DG6702.and is referenced to NAD 83.
 DG6702
 DG6702. The following values were computed from the NAD 83(2011) position.
 DG6702
 DG6702;                    North         East     Units Scale Factor Converg.
 DG6702;SPC AR S     -   498,934.818   470,855.754   MT  0.99995306   +0 25 37.5
 DG6702;SPC AR S     - 1,636,921.98  1,544,799.25   sFT  0.99995306   +0 25 37.5
 DG6702;UTM  15      - 3,714,352.379   663,666.730   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT6366614352(NAD 83)
 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  NAD 83(2007)-  33 33 22.64856(N)    091 14 12.97746(W) AD(2002.00) 0
 DG6702  ELLIP H (02/10/07)   15.123  (m)                       GP(2002.00)    
 DG6702  NAD 83(1997)-  33 33 22.64816(N)    091 14 12.97687(W) AD(       ) 1
 DG6702  ELLIP H (08/03/04)   15.106  (m)                       GP(       ) 4 2
 DG6702  NAVD 88 (09/27/18)   41.6    (m)  GEOID12B model used  GPS OBS        
 DG6702
 DG6702.Superseded values are not recommended for survey control.
 DG6702
 DG6702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG6702.See file dsdata.pdf to determine how the superseded data were derived.
 DG6702
 DG6702_MARKER: F = FLANGE-ENCASED 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 - March 10, 2015
 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  HISTORY     - 20121203 GOOD             JMSM
 DG6702  HISTORY     - 20150310 GOOD             ARHD
 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.
 DG6702
 DG6702                          STATION RECOVERY (2012)
 DG6702
 DG6702'RECOVERY NOTE BY JOHNSON-MCADAMS SURVEYING AND MAPPING 2012 (JB)
 DG6702'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 DG6702
 DG6702                          STATION RECOVERY (2015)
 DG6702
 DG6702'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (VJB)
 DG6702'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DG6703 ***********************************************************************
 DG6703  HT_MOD      -  This is a Height Modernization Survey Station.
 DG6703  DESIGNATION -  MRCR 17
 DG6703  PID         -  DG6703
 DG6703  STATE/COUNTY-  AR/CHICOT
 DG6703  COUNTRY     -  US
 DG6703  USGS QUAD   -  ARKANSAS CITY (2017)
 DG6703
 DG6703                         *CURRENT SURVEY CONTROL
 DG6703  ______________________________________________________________________
 DG6703* NAD 83(2011) POSITION- 33 32 27.77256(N) 091 13 46.08018(W)   ADJUSTED
 DG6703* NAD 83(2011) ELLIP HT-    12.462 (meters)        (06/27/12)   ADJUSTED
 DG6703* NAD 83(2011) EPOCH   -  2010.00
 DG6703* NAVD 88 ORTHO HEIGHT -    38.97  (meters)      127.9   (feet) GPS OBS
 DG6703  ______________________________________________________________________
 DG6703  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DG6703  GEOID HEIGHT    -        -26.437 (meters)                     GEOID03
 DG6703  GEOID HEIGHT    -        -26.451 (meters)                     GEOID18
 DG6703  NAD 83(2011) X  -   -114,182.684 (meters)                     COMP
 DG6703  NAD 83(2011) Y  - -5,320,340.629 (meters)                     COMP
 DG6703  NAD 83(2011) Z  -  3,504,136.772 (meters)                     COMP
 DG6703  LAPLACE CORR    -         -1.77  (seconds)                    DEFLEC18
 DG6703
 DG6703  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG6703  Standards:
 DG6703         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG6703            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG6703  -------------------------------------------------------------------
 DG6703  NETWORK    0.92   1.35           0.40   0.35   0.69      0.15742578
 DG6703  -------------------------------------------------------------------
 DG6703  Click here for local accuracies and other accuracy information.
 DG6703
 DG6703.The horizontal coordinates were established by GPS observations
 DG6703.and adjusted by the National Geodetic Survey in June 2012.
 DG6703
 DG6703.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG6703.been affixed to the stable North American tectonic plate. See 
 DG6703.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG6703
 DG6703.The horizontal coordinates are valid at the epoch date displayed above
 DG6703.which is a decimal equivalence of Year/Month/Day.
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG6703.GEOID18 height accuracy estimate available here.
 DG6703
 DG6703.Click photographs - Photos may exist for this station.
 DG6703
 DG6703.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6703
 DG6703.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG6703
 DG6703.The ellipsoidal height was determined by GPS observations
 DG6703.and is referenced to NAD 83.
 DG6703
 DG6703. The following values were computed from the NAD 83(2011) position.
 DG6703
 DG6703;                    North         East     Units Scale Factor Converg.
 DG6703;SPC AR S     -   497,249.432   471,562.226   MT  0.99995530   +0 25 52.5
 DG6703;SPC AR S     - 1,631,392.51  1,547,117.07   sFT  0.99995530   +0 25 52.5
 DG6703;UTM  15      - 3,712,673.858   664,389.256   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT6438912673(NAD 83)
 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  NAD 83(2007)-  33 32 27.77241(N)    091 13 46.08094(W) AD(2002.00) 0
 DG6703  ELLIP H (02/10/07)   12.486  (m)                       GP(2002.00)    
 DG6703  NAD 83(1997)-  33 32 27.77200(N)    091 13 46.08033(W) AD(       ) 1
 DG6703  ELLIP H (08/03/04)   12.468  (m)                       GP(       ) 4 2
 DG6703
 DG6703.Superseded values are not recommended for survey control.
 DG6703
 DG6703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG6703.See file dsdata.pdf to determine how the superseded data were derived.
 DG6703
 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 = MARCH 20, 2026 22:17:28 EDT
 DG6688 ***********************************************************************
 DG6688  HT_MOD      -  This is a Height Modernization Survey Station.
 DG6688  DESIGNATION -  MRCR 2
 DG6688  PID         -  DG6688
 DG6688  STATE/COUNTY-  AR/DESHA
 DG6688  COUNTRY     -  US
 DG6688  USGS QUAD   -  LACONIA (2017)
 DG6688
 DG6688                         *CURRENT SURVEY CONTROL
 DG6688  ______________________________________________________________________
 DG6688* NAD 83(2011) POSITION- 34 01 43.49868(N) 090 57 58.69684(W)   ADJUSTED
 DG6688* NAD 83(2011) ELLIP HT-    20.072 (meters)        (06/27/12)   ADJUSTED
 DG6688* NAD 83(2011) EPOCH   -  2010.00
 DG6688* NAVD 88 ORTHO HEIGHT -    46.59  (meters)      152.9   (feet) GPS OBS
 DG6688  ______________________________________________________________________
 DG6688  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DG6688  GEOID HEIGHT    -        -26.512 (meters)                     GEOID03
 DG6688  GEOID HEIGHT    -        -26.549 (meters)                     GEOID18
 DG6688  NAD 83(2011) X  -    -89,237.815 (meters)                     COMP
 DG6688  NAD 83(2011) Y  - -5,290,738.524 (meters)                     COMP
 DG6688  NAD 83(2011) Z  -  3,549,101.137 (meters)                     COMP
 DG6688  LAPLACE CORR    -         -0.48  (seconds)                    DEFLEC18
 DG6688
 DG6688  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG6688  Standards:
 DG6688         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG6688            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG6688  -------------------------------------------------------------------
 DG6688  NETWORK    0.48   0.02           0.19   0.20   0.01      0.00089507
 DG6688  -------------------------------------------------------------------
 DG6688  Click here for local accuracies and other accuracy information.
 DG6688
 DG6688.The horizontal coordinates were established by GPS observations
 DG6688.and adjusted by the National Geodetic Survey in June 2012.
 DG6688
 DG6688.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG6688.been affixed to the stable North American tectonic plate. See 
 DG6688.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG6688
 DG6688.The horizontal coordinates are valid at the epoch date displayed above
 DG6688.which is a decimal equivalence of Year/Month/Day.
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG6688.GEOID18 height accuracy estimate available here.
 DG6688
 DG6688.Click photographs - Photos may exist for this station.
 DG6688
 DG6688.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6688
 DG6688.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG6688
 DG6688.The ellipsoidal height was determined by GPS observations
 DG6688.and is referenced to NAD 83.
 DG6688
 DG6688. The following values were computed from the NAD 83(2011) position.
 DG6688
 DG6688;                    North         East     Units Scale Factor Converg.
 DG6688;SPC AR S     -   551,553.459   495,456.132   MT  0.99991847   +0 34 42.8
 DG6688;SPC AR S     - 1,809,554.97  1,625,508.99   sFT  0.99991847   +0 34 42.8
 DG6688;UTM  15      - 3,767,208.897   687,758.913   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT8775867208(NAD 83)
 DG6688
 DG6688                          SUPERSEDED SURVEY CONTROL
 DG6688
 DG6688  NAD 83(2007)-  34 01 43.49860(N)    090 57 58.69768(W) AD(2002.00) 0
 DG6688  ELLIP H (02/10/07)   20.094  (m)                       GP(2002.00)    
 DG6688  NAD 83(1997)-  34 01 43.49862(N)    090 57 58.69732(W) AD(       ) 1
 DG6688  ELLIP H (08/03/04)   20.083  (m)                       GP(       ) 4 2
 DG6688
 DG6688.Superseded values are not recommended for survey control.
 DG6688
 DG6688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG6688.See file dsdata.pdf to determine how the superseded data were derived.
 DG6688
 DG6688_MARKER: F = FLANGE-ENCASED 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 - November 27, 2012
 DG6688_ROD/PIPE-DEPTH: 14.6 meters
 DG6688
 DG6688  HISTORY     - Date     Condition        Report By
 DG6688  HISTORY     - 20030726 MONUMENTED       EMCINC
 DG6688  HISTORY     - 20121127 GOOD             JMSM
 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.
 DG6688
 DG6688                          STATION RECOVERY (2012)
 DG6688
 DG6688'RECOVERY NOTE BY JOHNSON-MCADAMS SURVEYING AND MAPPING 2012 (SS)
 DG6688'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DG6707 ***********************************************************************
 DG6707  HT_MOD      -  This is a Height Modernization Survey Station.
 DG6707  DESIGNATION -  MRCR 21
 DG6707  PID         -  DG6707
 DG6707  STATE/COUNTY-  AR/CHICOT
 DG6707  COUNTRY     -  US
 DG6707  USGS QUAD   -  RED LEAF (2017)
 DG6707
 DG6707                         *CURRENT SURVEY CONTROL
 DG6707  ______________________________________________________________________
 DG6707* NAD 83(2011) POSITION- 33 19 44.53431(N) 091 10 53.04003(W)   ADJUSTED
 DG6707* NAD 83(2011) ELLIP HT-     9.542 (meters)        (06/27/12)   ADJUSTED
 DG6707* NAD 83(2011) EPOCH   -  2010.00
 DG6707* NAVD 88 ORTHO HEIGHT -    35.90  (meters)      117.8   (feet) GPS OBS
 DG6707  ______________________________________________________________________
 DG6707  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DG6707  GEOID HEIGHT    -        -26.311 (meters)                     GEOID03
 DG6707  GEOID HEIGHT    -        -26.326 (meters)                     GEOID18
 DG6707  NAD 83(2011) X  -   -109,986.374 (meters)                     COMP
 DG6707  NAD 83(2011) Y  - -5,333,385.694 (meters)                     COMP
 DG6707  NAD 83(2011) Z  -  3,484,511.973 (meters)                     COMP
 DG6707  LAPLACE CORR    -         -2.19  (seconds)                    DEFLEC18
 DG6707
 DG6707  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG6707  Standards:
 DG6707         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG6707            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG6707  -------------------------------------------------------------------
 DG6707  NETWORK    0.37   0.02           0.16   0.14   0.01      0.17841206
 DG6707  -------------------------------------------------------------------
 DG6707  Click here for local accuracies and other accuracy information.
 DG6707
 DG6707.The horizontal coordinates were established by GPS observations
 DG6707.and adjusted by the National Geodetic Survey in June 2012.
 DG6707
 DG6707.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG6707.been affixed to the stable North American tectonic plate. See 
 DG6707.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG6707
 DG6707.The horizontal coordinates are valid at the epoch date displayed above
 DG6707.which is a decimal equivalence of Year/Month/Day.
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG6707.GEOID18 height accuracy estimate available here.
 DG6707
 DG6707.Click photographs - Photos may exist for this station.
 DG6707
 DG6707.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6707
 DG6707.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG6707
 DG6707.The ellipsoidal height was determined by GPS observations
 DG6707.and is referenced to NAD 83.
 DG6707
 DG6707. The following values were computed from the NAD 83(2011) position.
 DG6707
 DG6707;                    North         East     Units Scale Factor Converg.
 DG6707;SPC AR S     -   473,770.889   476,214.289   MT  0.99999369   +0 27 29.4
 DG6707;SPC AR S     - 1,554,363.32  1,562,379.71   sFT  0.99999369   +0 27 29.4
 DG6707;UTM  15      - 3,689,241.275   669,263.999   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS6926389241(NAD 83)
 DG6707
 DG6707                          SUPERSEDED SURVEY CONTROL
 DG6707
 DG6707  NAD 83(2007)-  33 19 44.53418(N)    091 10 53.04090(W) AD(2002.00) 0
 DG6707  ELLIP H (02/10/07)    9.565  (m)                       GP(2002.00)    
 DG6707  NAD 83(1997)-  33 19 44.53382(N)    091 10 53.04031(W) AD(       ) 1
 DG6707  ELLIP H (08/03/04)    9.553  (m)                       GP(       ) 4 2
 DG6707  NAVD 88 (09/27/18)   35.9    (m)  GEOID12B model used  GPS OBS        
 DG6707
 DG6707.Superseded values are not recommended for survey control.
 DG6707
 DG6707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG6707.See file dsdata.pdf to determine how the superseded data were derived.
 DG6707
 DG6707_MARKER: F = FLANGE-ENCASED 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 - December 05, 2012
 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  HISTORY     - 20121205 GOOD             JMSM
 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.
 DG6707
 DG6707                          STATION RECOVERY (2012)
 DG6707
 DG6707'RECOVERY NOTE BY JOHNSON-MCADAMS SURVEYING AND MAPPING 2012 (JB)
 DG6707'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DG6708 ***********************************************************************
 DG6708  HT_MOD      -  This is a Height Modernization Survey Station.
 DG6708  DESIGNATION -  MRCR 22
 DG6708  PID         -  DG6708
 DG6708  STATE/COUNTY-  AR/CHICOT
 DG6708  COUNTRY     -  US
 DG6708  USGS QUAD   -  RED LEAF (2017)
 DG6708
 DG6708                         *CURRENT SURVEY CONTROL
 DG6708  ______________________________________________________________________
 DG6708* NAD 83(2011) POSITION- 33 17 37.72839(N) 091 09 56.14908(W)   ADJUSTED
 DG6708* NAD 83(2011) ELLIP HT-    10.082 (meters)        (06/27/12)   ADJUSTED
 DG6708* NAD 83(2011) EPOCH   -  2010.00
 DG6708* NAVD 88 ORTHO HEIGHT -    36.40  (meters)      119.4   (feet) GPS OBS
 DG6708  ______________________________________________________________________
 DG6708  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DG6708  GEOID HEIGHT    -        -26.275 (meters)                     GEOID03
 DG6708  GEOID HEIGHT    -        -26.290 (meters)                     GEOID18
 DG6708  NAD 83(2011) X  -   -108,558.994 (meters)                     COMP
 DG6708  NAD 83(2011) Y  - -5,335,561.345 (meters)                     COMP
 DG6708  NAD 83(2011) Z  -  3,481,247.461 (meters)                     COMP
 DG6708  LAPLACE CORR    -         -2.38  (seconds)                    DEFLEC18
 DG6708
 DG6708  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG6708  Standards:
 DG6708         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG6708            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG6708  -------------------------------------------------------------------
 DG6708  NETWORK    0.34   0.02           0.13   0.15   0.01      0.06646535
 DG6708  -------------------------------------------------------------------
 DG6708  Click here for local accuracies and other accuracy information.
 DG6708
 DG6708.The horizontal coordinates were established by GPS observations
 DG6708.and adjusted by the National Geodetic Survey in June 2012.
 DG6708
 DG6708.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG6708.been affixed to the stable North American tectonic plate. See 
 DG6708.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG6708
 DG6708.The horizontal coordinates are valid at the epoch date displayed above
 DG6708.which is a decimal equivalence of Year/Month/Day.
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG6708.GEOID18 height accuracy estimate available here.
 DG6708
 DG6708.Click photographs - Photos may exist for this station.
 DG6708
 DG6708.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6708
 DG6708.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG6708
 DG6708.The ellipsoidal height was determined by GPS observations
 DG6708.and is referenced to NAD 83.
 DG6708
 DG6708. The following values were computed from the NAD 83(2011) position.
 DG6708
 DG6708;                    North         East     Units Scale Factor Converg.
 DG6708;SPC AR S     -   469,876.228   477,717.413   MT  1.00000138   +0 28 01.2
 DG6708;SPC AR S     - 1,541,585.59  1,567,311.21   sFT  1.00000138   +0 28 01.2
 DG6708;UTM  15      - 3,685,361.133   670,803.750   MT  0.99995970   +1 00 25.9
 DG6708
 DG6708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6708!SPC AR S     -   0.99999842  x   1.00000138  =   0.99999980
 DG6708!UTM  15      -   0.99999842  x   0.99995970  =   0.99995812
 DG6708
 DG6708_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS7080385361(NAD 83)
 DG6708
 DG6708                          SUPERSEDED SURVEY CONTROL
 DG6708
 DG6708  NAD 83(2007)-  33 17 37.72827(N)    091 09 56.14994(W) AD(2002.00) 0
 DG6708  ELLIP H (02/10/07)   10.105  (m)                       GP(2002.00)    
 DG6708  NAD 83(1997)-  33 17 37.72793(N)    091 09 56.14932(W) AD(       ) 1
 DG6708  ELLIP H (08/03/04)   10.096  (m)                       GP(       ) 4 2
 DG6708
 DG6708.Superseded values are not recommended for survey control.
 DG6708
 DG6708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG6708.See file dsdata.pdf to determine how the superseded data were derived.
 DG6708
 DG6708_MARKER: F = FLANGE-ENCASED 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 - December 05, 2012
 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  HISTORY     - 20121205 GOOD             JMSM
 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.
 DG6708
 DG6708                          STATION RECOVERY (2012)
 DG6708
 DG6708'RECOVERY NOTE BY JOHNSON-MCADAMS SURVEYING AND MAPPING 2012 (SS)
 DG6708'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DG6713 ***********************************************************************
 DG6713  HT_MOD      -  This is a Height Modernization Survey Station.
 DG6713  DESIGNATION -  MRCR 27
 DG6713  PID         -  DG6713
 DG6713  STATE/COUNTY-  AR/CHICOT
 DG6713  COUNTRY     -  US
 DG6713  USGS QUAD   -  READLAND (2017)
 DG6713
 DG6713                         *CURRENT SURVEY CONTROL
 DG6713  ______________________________________________________________________
 DG6713* NAD 83(2011) POSITION- 33 03 56.76111(N) 091 09 59.21209(W)   ADJUSTED
 DG6713* NAD 83(2011) ELLIP HT-     8.819 (meters)        (09/27/18)   ADJUSTED
 DG6713* NAD 83(2011) EPOCH   -  2010.00
 DG6713* NAVD 88 ORTHO HEIGHT -    35.01  (meters)      114.9   (feet) GPS OBS
 DG6713  ______________________________________________________________________
 DG6713  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DG6713  GEOID HEIGHT    -        -26.166 (meters)                     GEOID03
 DG6713  GEOID HEIGHT    -        -26.187 (meters)                     GEOID18
 DG6713  NAD 83(2011) X  -   -108,919.977 (meters)                     COMP
 DG6713  NAD 83(2011) Y  - -5,349,397.377 (meters)                     COMP
 DG6713  NAD 83(2011) Z  -  3,460,078.342 (meters)                     COMP
 DG6713  LAPLACE CORR    -         -1.11  (seconds)                    DEFLEC18
 DG6713
 DG6713  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG6713  Standards:
 DG6713         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG6713            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG6713  -------------------------------------------------------------------
 DG6713  NETWORK    0.59   0.63           0.24   0.24   0.32     -0.03566904
 DG6713  -------------------------------------------------------------------
 DG6713  Click here for local accuracies and other accuracy information.
 DG6713
 DG6713.The horizontal coordinates were established by GPS observations
 DG6713.and adjusted by the National Geodetic Survey in September 2018.
 DG6713
 DG6713.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG6713.been affixed to the stable North American tectonic plate. See 
 DG6713.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG6713
 DG6713.The horizontal coordinates are valid at the epoch date displayed above
 DG6713.which is a decimal equivalence of Year/Month/Day.
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG6713.GEOID18 height accuracy estimate available here.
 DG6713
 DG6713.Click photographs - Photos may exist for this station.
 DG6713
 DG6713.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6713
 DG6713.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG6713
 DG6713.The ellipsoidal height was determined by GPS observations
 DG6713.and is referenced to NAD 83.
 DG6713
 DG6713. The following values were computed from the NAD 83(2011) position.
 DG6713
 DG6713;                    North         East     Units Scale Factor Converg.
 DG6713;SPC AR S     -   444,583.575   477,844.112   MT  1.00006018   +0 27 59.5
 DG6713;SPC AR S     - 1,458,604.61  1,567,726.89   sFT  1.00006018   +0 27 59.5
 DG6713;UTM  15      - 3,660,072.524   671,167.534   MT  0.99996125   +1 00 02.3
 DG6713
 DG6713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6713!SPC AR S     -   0.99999862  x   1.00006018  =   1.00005880
 DG6713!UTM  15      -   0.99999862  x   0.99996125  =   0.99995987
 DG6713
 DG6713_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS7116760072(NAD 83)
 DG6713
 DG6713                          SUPERSEDED SURVEY CONTROL
 DG6713
 DG6713  NAD 83(2011)-  33 03 56.76148(N)    091 09 59.21171(W) AD(2010.00) 0
 DG6713  ELLIP H (06/27/12)    8.801  (m)                       GP(2010.00)    
 DG6713  NAD 83(2007)-  33 03 56.76132(N)    091 09 59.21258(W) AD(2002.00) 0
 DG6713  ELLIP H (02/10/07)    8.827  (m)                       GP(2002.00)    
 DG6713  NAD 83(1997)-  33 03 56.76148(N)    091 09 59.21251(W) AD(       ) 1
 DG6713  ELLIP H (08/03/04)    8.834  (m)                       GP(       ) 4 2
 DG6713
 DG6713.Superseded values are not recommended for survey control.
 DG6713
 DG6713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG6713.See file dsdata.pdf to determine how the superseded data were derived.
 DG6713
 DG6713_MARKER: F = FLANGE-ENCASED 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 - October 24, 2012
 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  HISTORY     - 20121024 GOOD             JMSM
 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.
 DG6713
 DG6713                          STATION RECOVERY (2012)
 DG6713
 DG6713'RECOVERY NOTE BY JOHNSON-MCADAMS SURVEYING AND MAPPING 2012 (HM)
 DG6713'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DG6690 ***********************************************************************
 DG6690  HT_MOD      -  This is a Height Modernization Survey Station.
 DG6690  DESIGNATION -  MRCR 4
 DG6690  PID         -  DG6690
 DG6690  STATE/COUNTY-  AR/DESHA
 DG6690  COUNTRY     -  US
 DG6690  USGS QUAD   -  MONTGOMERY ISLAND (2017)
 DG6690
 DG6690                         *CURRENT SURVEY CONTROL
 DG6690  ______________________________________________________________________
 DG6690* NAD 83(2011) POSITION- 33 56 26.04645(N) 091 02 28.10762(W)   ADJUSTED
 DG6690* NAD 83(2011) ELLIP HT-    19.842 (meters)        (06/27/12)   ADJUSTED
 DG6690* NAD 83(2011) EPOCH   -  2010.00
 DG6690* NAVD 88 ORTHO HEIGHT -    46.34  (meters)      152.0   (feet) GPS OBS
 DG6690  ______________________________________________________________________
 DG6690  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DG6690  GEOID HEIGHT    -        -26.490 (meters)                     GEOID03
 DG6690  GEOID HEIGHT    -        -26.508 (meters)                     GEOID18
 DG6690  NAD 83(2011) X  -    -96,247.526 (meters)                     COMP
 DG6690  NAD 83(2011) Y  - -5,296,083.807 (meters)                     COMP
 DG6690  NAD 83(2011) Z  -  3,540,990.503 (meters)                     COMP
 DG6690  LAPLACE CORR    -         -0.69  (seconds)                    DEFLEC18
 DG6690
 DG6690  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG6690  Standards:
 DG6690         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG6690            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG6690  -------------------------------------------------------------------
 DG6690  NETWORK    0.70   0.02           0.29   0.28   0.01     -0.10687446
 DG6690  -------------------------------------------------------------------
 DG6690  Click here for local accuracies and other accuracy information.
 DG6690
 DG6690.The horizontal coordinates were established by GPS observations
 DG6690.and adjusted by the National Geodetic Survey in June 2012.
 DG6690
 DG6690.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG6690.been affixed to the stable North American tectonic plate. See 
 DG6690.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG6690
 DG6690.The horizontal coordinates are valid at the epoch date displayed above
 DG6690.which is a decimal equivalence of Year/Month/Day.
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG6690.GEOID18 height accuracy estimate available here.
 DG6690
 DG6690.Click photographs - Photos may exist for this station.
 DG6690
 DG6690.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6690
 DG6690.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG6690
 DG6690.The ellipsoidal height was determined by GPS observations
 DG6690.and is referenced to NAD 83.
 DG6690
 DG6690. The following values were computed from the NAD 83(2011) position.
 DG6690
 DG6690;                    North         East     Units Scale Factor Converg.
 DG6690;SPC AR S     -   541,706.183   488,637.222   MT  0.99991980   +0 32 12.0
 DG6690;SPC AR S     - 1,777,247.70  1,603,137.29   sFT  0.99991980   +0 32 12.0
 DG6690;UTM  15      - 3,757,294.618   681,035.653   MT  1.00000403   +1 05 38.4
 DG6690
 DG6690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6690!SPC AR S     -   0.99999689  x   0.99991980  =   0.99991669
 DG6690!UTM  15      -   0.99999689  x   1.00000403  =   1.00000092
 DG6690
 DG6690_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT8103557294(NAD 83)
 DG6690
 DG6690                          SUPERSEDED SURVEY CONTROL
 DG6690
 DG6690  NAD 83(2007)-  33 56 26.04636(N)    091 02 28.10846(W) AD(2002.00) 0
 DG6690  ELLIP H (02/10/07)   19.865  (m)                       GP(2002.00)    
 DG6690  NAD 83(1997)-  33 56 26.04626(N)    091 02 28.10791(W) AD(       ) 1
 DG6690  ELLIP H (08/03/04)   19.861  (m)                       GP(       ) 4 2
 DG6690
 DG6690.Superseded values are not recommended for survey control.
 DG6690
 DG6690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG6690.See file dsdata.pdf to determine how the superseded data were derived.
 DG6690
 DG6690_MARKER: F = FLANGE-ENCASED 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 - November 27, 2012
 DG6690_ROD/PIPE-DEPTH: 14.6 meters
 DG6690
 DG6690  HISTORY     - Date     Condition        Report By
 DG6690  HISTORY     - 20030726 MONUMENTED       EMCINC
 DG6690  HISTORY     - 20121127 GOOD             JMSM
 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.
 DG6690
 DG6690                          STATION RECOVERY (2012)
 DG6690
 DG6690'RECOVERY NOTE BY JOHNSON-MCADAMS SURVEYING AND MAPPING 2012 (JB)
 DG6690'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DG6693 ***********************************************************************
 DG6693  HT_MOD      -  This is a Height Modernization Survey Station.
 DG6693  DESIGNATION -  MRCR 7
 DG6693  PID         -  DG6693
 DG6693  STATE/COUNTY-  AR/DESHA
 DG6693  COUNTRY     -  US
 DG6693  USGS QUAD   -  ROSEDALE (2018)
 DG6693
 DG6693                         *CURRENT SURVEY CONTROL
 DG6693  ______________________________________________________________________
 DG6693* NAD 83(2011) POSITION- 33 52 22.82846(N) 091 04 25.94159(W)   ADJUSTED
 DG6693* NAD 83(2011) ELLIP HT-    18.874 (meters)        (09/27/18)   ADJUSTED
 DG6693* NAD 83(2011) EPOCH   -  2010.00
 DG6693* NAVD 88 ORTHO HEIGHT -    45.34  (meters)      148.8   (feet) GPS OBS
 DG6693  ______________________________________________________________________
 DG6693  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DG6693  GEOID HEIGHT    -        -26.503 (meters)                     GEOID03
 DG6693  GEOID HEIGHT    -        -26.511 (meters)                     GEOID18
 DG6693  NAD 83(2011) X  -    -99,351.363 (meters)                     COMP
 DG6693  NAD 83(2011) Y  - -5,300,206.837 (meters)                     COMP
 DG6693  NAD 83(2011) Z  -  3,534,770.440 (meters)                     COMP
 DG6693  LAPLACE CORR    -         -0.77  (seconds)                    DEFLEC18
 DG6693
 DG6693  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG6693  Standards:
 DG6693         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG6693            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG6693  -------------------------------------------------------------------
 DG6693  NETWORK    0.76   0.73           0.31   0.31   0.37     -0.02006861
 DG6693  -------------------------------------------------------------------
 DG6693  Click here for local accuracies and other accuracy information.
 DG6693
 DG6693.The horizontal coordinates were established by GPS observations
 DG6693.and adjusted by the National Geodetic Survey in September 2018.
 DG6693
 DG6693.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG6693.been affixed to the stable North American tectonic plate. See 
 DG6693.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG6693
 DG6693.The horizontal coordinates are valid at the epoch date displayed above
 DG6693.which is a decimal equivalence of Year/Month/Day.
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG6693.GEOID18 height accuracy estimate available here.
 DG6693
 DG6693.Click photographs - Photos may exist for this station.
 DG6693
 DG6693.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6693
 DG6693.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG6693
 DG6693.The ellipsoidal height was determined by GPS observations
 DG6693.and is referenced to NAD 83.
 DG6693
 DG6693. The following values were computed from the NAD 83(2011) position.
 DG6693
 DG6693;                    North         East     Units Scale Factor Converg.
 DG6693;SPC AR S     -   534,185.361   485,679.371   MT  0.99992242   +0 31 06.0
 DG6693;SPC AR S     - 1,752,573.14  1,593,433.07   sFT  0.99992242   +0 31 06.0
 DG6693;UTM  15      - 3,749,744.849   678,150.753   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT7815049744(NAD 83)
 DG6693
 DG6693                          SUPERSEDED SURVEY CONTROL
 DG6693
 DG6693  NAD 83(2011)-  33 52 22.82843(N)    091 04 25.94112(W) AD(2010.00) 0
 DG6693  ELLIP H (06/27/12)   18.827  (m)                       GP(2010.00)    
 DG6693  NAD 83(2007)-  33 52 22.82836(N)    091 04 25.94199(W) AD(2002.00) 0
 DG6693  ELLIP H (02/10/07)   18.861  (m)                       GP(2002.00)    
 DG6693  NAD 83(1997)-  33 52 22.82807(N)    091 04 25.94126(W) AD(       ) 1
 DG6693  ELLIP H (08/03/04)   18.843  (m)                       GP(       ) 4 2
 DG6693  NAVD 88 (09/27/18)   45.4    (m)  GEOID12B model used  GPS OBS        
 DG6693
 DG6693.Superseded values are not recommended for survey control.
 DG6693
 DG6693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG6693.See file dsdata.pdf to determine how the superseded data were derived.
 DG6693
 DG6693_MARKER: F = FLANGE-ENCASED 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 - November 28, 2012
 DG6693_ROD/PIPE-DEPTH: 14.6 meters
 DG6693
 DG6693  HISTORY     - Date     Condition        Report By
 DG6693  HISTORY     - 20030727 MONUMENTED       EMCINC
 DG6693  HISTORY     - 20121128 GOOD             JMSM
 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.
 DG6693
 DG6693                          STATION RECOVERY (2012)
 DG6693
 DG6693'RECOVERY NOTE BY JOHNSON-MCADAMS SURVEYING AND MAPPING 2012 (JB)
 DG6693'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DP1611 ***********************************************************************
 DP1611  DESIGNATION -  MRL R 1
 DP1611  PID         -  DP1611
 DP1611  STATE/COUNTY-  AR/DESHA
 DP1611  COUNTRY     -  US
 DP1611  USGS QUAD   -  LAKE CHEATHAM (2017)
 DP1611
 DP1611                         *CURRENT SURVEY CONTROL
 DP1611  ______________________________________________________________________
 DP1611* NAD 83(2011) POSITION- 33 52 21.89413(N) 091 10 32.25204(W)   ADJUSTED
 DP1611* NAD 83(2011) ELLIP HT-    27.147 (meters)        (09/15/17)   ADJUSTED
 DP1611* NAD 83(2011) EPOCH   -  2010.00
 DP1611* NAVD 88 ORTHO HEIGHT -    53.6   (meters)      176.    (feet) GPS OBS
 DP1611  ______________________________________________________________________
 DP1611  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DP1611  GEOID HEIGHT    -        -26.447 (meters)                     GEOID12A
 DP1611  GEOID HEIGHT    -        -26.439 (meters)                     GEOID18
 DP1611  NAD 83(2011) X  -   -108,764.432 (meters)                     COMP
 DP1611  NAD 83(2011) Y  - -5,300,044.948 (meters)                     COMP
 DP1611  NAD 83(2011) Z  -  3,534,751.149 (meters)                     COMP
 DP1611  LAPLACE CORR    -         -1.36  (seconds)                    DEFLEC18
 DP1611
 DP1611  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP1611  Standards:
 DP1611         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP1611            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP1611  -------------------------------------------------------------------
 DP1611  NETWORK    0.89   1.20           0.32   0.40   0.61     -0.00610227
 DP1611  -------------------------------------------------------------------
 DP1611  Click here for local accuracies and other accuracy information.
 DP1611
 DP1611.The horizontal coordinates were established by GPS observations
 DP1611.and adjusted by the National Geodetic Survey in September 2017.
 DP1611
 DP1611.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP1611.been affixed to the stable North American tectonic plate. See 
 DP1611.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP1611
 DP1611.The horizontal coordinates are valid at the epoch date displayed above
 DP1611.which is a decimal equivalence of Year/Month/Day.
 DP1611
 DP1611.The orthometric height was determined by GPS observations and a
 DP1611.high-resolution geoid model.
 DP1611
 DP1611.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1611.GEOID18 height accuracy estimate available here.
 DP1611
 DP1611.Click photographs - Photos may exist for this station.
 DP1611
 DP1611.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP1611
 DP1611.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP1611
 DP1611.The ellipsoidal height was determined by GPS observations
 DP1611.and is referenced to NAD 83.
 DP1611
 DP1611. The following values were computed from the NAD 83(2011) position.
 DP1611
 DP1611;                    North         East     Units Scale Factor Converg.
 DP1611;SPC AR S     -   534,076.092   476,266.292   MT  0.99992243   +0 27 41.0
 DP1611;SPC AR S     - 1,752,214.65  1,562,550.33   sFT  0.99992243   +0 27 41.0
 DP1611;UTM  15      - 3,749,544.303   668,738.719   MT  0.99995101   +1 01 01.4
 DP1611
 DP1611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP1611!SPC AR S     -   0.99999574  x   0.99992243  =   0.99991817
 DP1611!UTM  15      -   0.99999574  x   0.99995101  =   0.99994675
 DP1611
 DP1611_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT6873849544(NAD 83)
 DP1611
 DP1611                          SUPERSEDED SURVEY CONTROL
 DP1611
 DP1611  NAD 83(2011)-  33 52 21.89347(N)    091 10 32.25173(W) AD(2010.00) 0
 DP1611  ELLIP H (08/11/14)   27.136  (m)                       GP(2010.00)    
 DP1611
 DP1611.Superseded values are not recommended for survey control.
 DP1611
 DP1611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1611.See file dsdata.pdf to determine how the superseded data were derived.
 DP1611
 DP1611_MARKER: DD = SURVEY DISK
 DP1611_SETTING: 2 = IMBEDDED OR DRIVEN IN THE GROUND
 DP1611_STAMPING: MRL-R-1
 DP1611_MARK LOGO: USACE
 DP1611_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP1611_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP1611_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1611+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2012
 DP1611
 DP1611  HISTORY     - Date     Condition        Report By
 DP1611  HISTORY     - 20121001 MONUMENTED       SEAENG
 DP1611  HISTORY     - 20121127 GOOD             JMSM
 DP1611
 DP1611                          STATION DESCRIPTION
 DP1611
 DP1611'DESCRIBED BY JOHNSON-MCADAMS SURVEYING AND MAPPING 2012 (GJ)
 DP1611'STATION IS LOCATED ABOUT 7.8 KM (4.8 MI) EAST-SOUTHEAST OF WATSON,
 DP1611'ARKANSAS, ABOUT 8.5 KM (5.3 MI) SOUTH-SOUTHEAST OF YANCOPIN, ARKANSAS
 DP1611'AND ABOUT 12.1 KM (7.5 MI) NORTHEAST OF KELSO, ARKANSAS ON THE
 DP1611'MISSISSIPPI RIVER LEVEE.
 DP1611'
 DP1611'FROM THE INTERSECTION OF STATE HIGHWAY 1 AND KELSO ROAD NEAR DUCE, AR.
 DP1611'DEPART STATE HIGHWAY 1 TOWARD RAGAN LANE (NORTH) AND TRAVEL 7.0 KM
 DP1611'(4.4 MI) TURN RIGHT (EAST) ONTO GOULD ROAD AND TRAVEL 9.8 KM (6.1 MI)
 DP1611'TURN LEFT (NORTH) TO STAY ON GOULD ROAD AND TRAVEL 0.1 KM (0.1 MI)
 DP1611'BEAR LEFT (NORTHWEST) ONTO GREAT RIVER ROAD AND TRAVEL 2.7 KM (1.7 MI)
 DP1611'ARRIVE AT STATION.
 DP1611'
 DP1611'THE MARK IS A COE ALUMINUM DISK SET ATOP AN ALUMINUM ROD.  THE ROD IS
 DP1611'16.8 M (55.1 FT) IN LENGTH, DRIVEN TO REFUSAL.  THE MARK IS RECESSED
 DP1611'20 CM (8 INCHES) BELOW THE GROUND.  IT IS 5.2 M (17.1 FT) EAST OF THE
 DP1611'CENTERLINE OF THE LEVEE, 113.4 M (372.0 FT) NORTH OF A CATTLE GAP AND
 DP1611'61.3 M (201.1 FT) SOUTHWEST OF A LIGHT POLE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DP1612 ***********************************************************************
 DP1612  DESIGNATION -  MRL R 10
 DP1612  PID         -  DP1612
 DP1612  STATE/COUNTY-  AR/CHICOT
 DP1612  COUNTRY     -  US
 DP1612  USGS QUAD   -  RED LEAF (2017)
 DP1612
 DP1612                         *CURRENT SURVEY CONTROL
 DP1612  ______________________________________________________________________
 DP1612* NAD 83(2011) POSITION- 33 22 26.35379(N) 091 08 49.02165(W)   ADJUSTED
 DP1612* NAD 83(2011) ELLIP HT-    20.028 (meters)        (09/15/17)   ADJUSTED
 DP1612* NAD 83(2011) EPOCH   -  2010.00
 DP1612* NAVD 88 ORTHO HEIGHT -    46.5   (meters)      153.    (feet) GPS OBS
 DP1612  ______________________________________________________________________
 DP1612  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DP1612  GEOID HEIGHT    -        -26.433 (meters)                     GEOID12A
 DP1612  GEOID HEIGHT    -        -26.436 (meters)                     GEOID18
 DP1612  NAD 83(2011) X  -   -106,724.925 (meters)                     COMP
 DP1612  NAD 83(2011) Y  - -5,330,719.305 (meters)                     COMP
 DP1612  NAD 83(2011) Z  -  3,488,682.136 (meters)                     COMP
 DP1612  LAPLACE CORR    -         -1.86  (seconds)                    DEFLEC18
 DP1612
 DP1612  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP1612  Standards:
 DP1612         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP1612            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP1612  -------------------------------------------------------------------
 DP1612  NETWORK    0.40   0.49           0.16   0.17   0.25      0.03894367
 DP1612  -------------------------------------------------------------------
 DP1612  Click here for local accuracies and other accuracy information.
 DP1612
 DP1612.The horizontal coordinates were established by GPS observations
 DP1612.and adjusted by the National Geodetic Survey in September 2017.
 DP1612
 DP1612.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP1612.been affixed to the stable North American tectonic plate. See 
 DP1612.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP1612
 DP1612.The horizontal coordinates are valid at the epoch date displayed above
 DP1612.which is a decimal equivalence of Year/Month/Day.
 DP1612
 DP1612.The orthometric height was determined by GPS observations and a
 DP1612.high-resolution geoid model.
 DP1612
 DP1612.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1612.GEOID18 height accuracy estimate available here.
 DP1612
 DP1612.Click photographs - Photos may exist for this station.
 DP1612
 DP1612.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP1612
 DP1612.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP1612
 DP1612.The ellipsoidal height was determined by GPS observations
 DP1612.and is referenced to NAD 83.
 DP1612
 DP1612. The following values were computed from the NAD 83(2011) position.
 DP1612
 DP1612;                    North         East     Units Scale Factor Converg.
 DP1612;SPC AR S     -   478,782.269   479,380.038   MT  0.99998442   +0 28 38.8
 DP1612;SPC AR S     - 1,570,804.83  1,572,766.01   sFT  0.99998442   +0 28 38.8
 DP1612;UTM  15      - 3,694,282.216   672,382.133   MT  0.99996637   +1 01 10.6
 DP1612
 DP1612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP1612!SPC AR S     -   0.99999686  x   0.99998442  =   0.99998128
 DP1612!UTM  15      -   0.99999686  x   0.99996637  =   0.99996323
 DP1612
 DP1612_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS7238294282(NAD 83)
 DP1612
 DP1612                          SUPERSEDED SURVEY CONTROL
 DP1612
 DP1612  NAD 83(2011)-  33 22 26.35310(N)    091 08 49.02151(W) AD(2010.00) 0
 DP1612  ELLIP H (08/11/14)   20.019  (m)                       GP(2010.00)    
 DP1612
 DP1612.Superseded values are not recommended for survey control.
 DP1612
 DP1612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1612.See file dsdata.pdf to determine how the superseded data were derived.
 DP1612
 DP1612_MARKER: DD = SURVEY DISK
 DP1612_SETTING: 2 = IMBEDDED OR DRIVEN IN THE GROUND
 DP1612_STAMPING: MRL-R-10
 DP1612_MARK LOGO: USACE
 DP1612_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP1612_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP1612_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1612+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2012
 DP1612
 DP1612  HISTORY     - Date     Condition        Report By
 DP1612  HISTORY     - 20121001 MONUMENTED       SEAENG
 DP1612  HISTORY     - 20121205 GOOD             JMSM
 DP1612
 DP1612                          STATION DESCRIPTION
 DP1612
 DP1612'DESCRIBED BY JOHNSON-MCADAMS SURVEYING AND MAPPING 2012 (CW)
 DP1612'STATION IS LOCATED ABOUT 5.5 KM (3.4 MI) EAST OF LUNA, ARKANSAS, ABOUT
 DP1612'8.9 KM (5.5 MI) WEST-SOUTHWEST OF GREENVILLE, MISSISSIPPI AND ABOUT
 DP1612'12.2 KM (7.6 MI) NORTH-NORTHEAST OF RED LEAF, ARKANSAS ON THE
 DP1612'MISSISSIPPI RIVER LEVEE.
 DP1612'
 DP1612'FROM THE INTERSECTION OF ST. MARY'S STREET AND LAKESHORE DRIVE IN LAKE
 DP1612'VILLAGE, AR.  DEPART STATE HIGHWAY 144 / SOUTH LAKESHORE DRIVE TOWARD
 DP1612'MAIN STREET (NORTH) AND TRAVEL 4.8 KM (3.0 MI) KEEP STRAIGHT
 DP1612'(NORTHEAST) ONTO STATE HIGHWAY 144 / STATE HIGHWAY 257 / AR 144
 DP1612'HIGHWAY NORTH AND TRAVEL 5.5 KM (3.4 MI) KEEP RIGHT (EAST) TO STAY ON
 DP1612'STATE HIGHWAY 144 / STATE HIGHWAY 257 / AR 144 HIGHWAY NORTH AND
 DP1612'TRAVEL 1.4 KM (0.9 MI) KEEP STRAIGHT (EAST) ONTO STATE HIGHWAY 144 /
 DP1612'AR 144 HIGHWAY NORTH AND TRAVEL 4.9 KM (3.0 MI) BEAR LEFT (EAST) ONTO
 DP1612'LEVEE ROAD NORTH AND TRAVEL 1.3 KM (0.8 MI) ARRIVE AT STATION.
 DP1612'
 DP1612'THE MARK IS A COE ALUMINUM DISK SET ATOP AN ALUMINUM ROD.  THE ROD IS
 DP1612'21.3 M (69.9 FT) IN LENGTH, DRIVEN TO REFUSAL.  THE MARK IS RECESSED
 DP1612'20 CM (8 INCHES) BELOW THE GROUND.  IT IS 3.4 M (11.2 FT) NORTH OF THE
 DP1612'CENTERLINE OF THE LEVEE, 342.0 M (1122.0 FT) WEST OF LEVEE MARKER 2000
 DP1612'AND 52.1 M (170.9 FT) SOUTH OF THE EDGE OF THE WOODS ON THE UPLAND
 DP1612'SIDE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DP1613 ***********************************************************************
 DP1613  DESIGNATION -  MRL R 11
 DP1613  PID         -  DP1613
 DP1613  STATE/COUNTY-  AR/CHICOT
 DP1613  COUNTRY     -  US
 DP1613  USGS QUAD   -  RED LEAF (2017)
 DP1613
 DP1613                         *CURRENT SURVEY CONTROL
 DP1613  ______________________________________________________________________
 DP1613* NAD 83(2011) POSITION- 33 19 51.57157(N) 091 11 45.09238(W)   ADJUSTED
 DP1613* NAD 83(2011) ELLIP HT-    19.291 (meters)        (09/15/17)   ADJUSTED
 DP1613* NAD 83(2011) EPOCH   -  2010.00
 DP1613* NAVD 88 ORTHO HEIGHT -    45.6   (meters)      150.    (feet) GPS OBS
 DP1613  ______________________________________________________________________
 DP1613  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DP1613  GEOID HEIGHT    -        -26.309 (meters)                     GEOID12A
 DP1613  GEOID HEIGHT    -        -26.308 (meters)                     GEOID18
 DP1613  NAD 83(2011) X  -   -111,329.971 (meters)                     COMP
 DP1613  NAD 83(2011) Y  - -5,333,246.811 (meters)                     COMP
 DP1613  NAD 83(2011) Z  -  3,484,698.476 (meters)                     COMP
 DP1613  LAPLACE CORR    -         -2.15  (seconds)                    DEFLEC18
 DP1613
 DP1613  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP1613  Standards:
 DP1613         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP1613            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP1613  -------------------------------------------------------------------
 DP1613  NETWORK    0.43   0.43           0.17   0.18   0.22      0.08368388
 DP1613  -------------------------------------------------------------------
 DP1613  Click here for local accuracies and other accuracy information.
 DP1613
 DP1613.The horizontal coordinates were established by GPS observations
 DP1613.and adjusted by the National Geodetic Survey in September 2017.
 DP1613
 DP1613.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP1613.been affixed to the stable North American tectonic plate. See 
 DP1613.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP1613
 DP1613.The horizontal coordinates are valid at the epoch date displayed above
 DP1613.which is a decimal equivalence of Year/Month/Day.
 DP1613
 DP1613.The orthometric height was determined by GPS observations and a
 DP1613.high-resolution geoid model.
 DP1613
 DP1613.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1613.GEOID18 height accuracy estimate available here.
 DP1613
 DP1613.Click photographs - Photos may exist for this station.
 DP1613
 DP1613.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP1613
 DP1613.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP1613
 DP1613.The ellipsoidal height was determined by GPS observations
 DP1613.and is referenced to NAD 83.
 DP1613
 DP1613. The following values were computed from the NAD 83(2011) position.
 DP1613
 DP1613;                    North         East     Units Scale Factor Converg.
 DP1613;SPC AR S     -   473,977.018   474,866.436   MT  0.99999327   +0 27 00.3
 DP1613;SPC AR S     - 1,555,039.60  1,557,957.63   sFT  0.99999327   +0 27 00.3
 DP1613;UTM  15      - 3,689,434.651   667,914.317   MT  0.99994763   +0 59 29.6
 DP1613
 DP1613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP1613!SPC AR S     -   0.99999697  x   0.99999327  =   0.99999024
 DP1613!UTM  15      -   0.99999697  x   0.99994763  =   0.99994460
 DP1613
 DP1613_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS6791489434(NAD 83)
 DP1613
 DP1613                          SUPERSEDED SURVEY CONTROL
 DP1613
 DP1613  NAD 83(2011)-  33 19 51.57081(N)    091 11 45.09223(W) AD(2010.00) 0
 DP1613  ELLIP H (08/11/14)   19.282  (m)                       GP(2010.00)    
 DP1613
 DP1613.Superseded values are not recommended for survey control.
 DP1613
 DP1613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1613.See file dsdata.pdf to determine how the superseded data were derived.
 DP1613
 DP1613_MARKER: DD = SURVEY DISK
 DP1613_SETTING: 2 = IMBEDDED OR DRIVEN IN THE GROUND
 DP1613_STAMPING: MRL-R-11
 DP1613_MARK LOGO: USACE
 DP1613_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP1613_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP1613_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1613+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2012
 DP1613
 DP1613  HISTORY     - Date     Condition        Report By
 DP1613  HISTORY     - 20121001 MONUMENTED       SEAENG
 DP1613  HISTORY     - 20121205 GOOD             JMSM
 DP1613
 DP1613                          STATION DESCRIPTION
 DP1613
 DP1613'DESCRIBED BY JOHNSON-MCADAMS SURVEYING AND MAPPING 2012 (GJ)
 DP1613'STATION IS LOCATED ABOUT 5.9 KM (3.7 MI) SOUTH OF LUNA, ARKANSAS,
 DP1613'ABOUT 6.5 KM (4.0 MI) NORTH OF RED LEAF, ARKANSAS AND ABOUT 8.0 KM
 DP1613'(5.0 MI) EAST OF LAKE VILLAGE, ARKANSAS ON THE MISSISSIPPI RIVER
 DP1613'LEVEE.
 DP1613'
 DP1613'FROM THE INTERSECTION OF ST. MARY'S STREET AND LAKESHORE DRIVE IN LAKE
 DP1613'VILLAGE, AR.  DEPART STATE HIGHWAY 144 / SOUTH LAKESHORE DRIVE TOWARD
 DP1613'MAIN STREET (NORTH) AND TRAVEL 4.8 KM (3.0 MI) KEEP STRAIGHT
 DP1613'(NORTHEAST) ONTO STATE HIGHWAY 144 / STATE HIGHWAY 257 / AR 144
 DP1613'HIGHWAY NORTH AND TRAVEL 0.2 KM (0.1 MI) TURN RIGHT (SOUTHEAST) ONTO
 DP1613'CAUSEWAY ROAD AND TRAVEL 1.1 KM (0.7 MI) TURN LEFT (EAST) ONTO
 DP1613'SUNNYSIDE ROAD AND TRAVEL 7.0 KM (4.4 MI) KEEP STRAIGHT (SOUTHWEST)
 DP1613'ONTO LEVEE ROAD NORTH AND TRAVEL 0.2 KM (0.1 MI) ARRIVE AT STATION.
 DP1613'
 DP1613'THE MARK IS A COE ALUMINUM DISK SET ATOP AN ALUMINUM ROD.  THE ROD IS
 DP1613'24.4 M (80.1 FT) IN LENGTH.  THE MARK IS RECESSED 20 CM (8 INCHES)
 DP1613'BELOW THE GROUND.  IT IS 4.3 M (14.1 FT) EAST OF THE CENTERLINE OF THE
 DP1613'LEVEE, 3.0 M (9.8 FT) WEST OF LEVEE MARKER 2350 AND 53.0 M (173.9 FT)
 DP1613'EAST OF THE EDGE OF THE WOODS ON THE RIVER SIDE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DP1614 ***********************************************************************
 DP1614  DESIGNATION -  MRL R 12
 DP1614  PID         -  DP1614
 DP1614  STATE/COUNTY-  AR/CHICOT
 DP1614  COUNTRY     -  US
 DP1614  USGS QUAD   -  RED LEAF (2017)
 DP1614
 DP1614                         *CURRENT SURVEY CONTROL
 DP1614  ______________________________________________________________________
 DP1614* NAD 83(2011) POSITION- 33 17 11.41066(N) 091 10 01.15641(W)   ADJUSTED
 DP1614* NAD 83(2011) ELLIP HT-    18.526 (meters)        (09/15/17)   ADJUSTED
 DP1614* NAD 83(2011) EPOCH   -  2010.00
 DP1614* NAVD 88 ORTHO HEIGHT -    44.8   (meters)      147.    (feet) GPS OBS
 DP1614  ______________________________________________________________________
 DP1614  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DP1614  GEOID HEIGHT    -        -26.276 (meters)                     GEOID12A
 DP1614  GEOID HEIGHT    -        -26.275 (meters)                     GEOID18
 DP1614  NAD 83(2011) X  -   -108,697.729 (meters)                     COMP
 DP1614  NAD 83(2011) Y  - -5,336,010.706 (meters)                     COMP
 DP1614  NAD 83(2011) Z  -  3,480,574.343 (meters)                     COMP
 DP1614  LAPLACE CORR    -         -2.46  (seconds)                    DEFLEC18
 DP1614
 DP1614  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP1614  Standards:
 DP1614         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP1614            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP1614  -------------------------------------------------------------------
 DP1614  NETWORK    0.42   0.43           0.16   0.18   0.22      0.06383585
 DP1614  -------------------------------------------------------------------
 DP1614  Click here for local accuracies and other accuracy information.
 DP1614
 DP1614.The horizontal coordinates were established by GPS observations
 DP1614.and adjusted by the National Geodetic Survey in September 2017.
 DP1614
 DP1614.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP1614.been affixed to the stable North American tectonic plate. See 
 DP1614.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP1614
 DP1614.The horizontal coordinates are valid at the epoch date displayed above
 DP1614.which is a decimal equivalence of Year/Month/Day.
 DP1614
 DP1614.The orthometric height was determined by GPS observations and a
 DP1614.high-resolution geoid model.
 DP1614
 DP1614.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1614.GEOID18 height accuracy estimate available here.
 DP1614
 DP1614.Click photographs - Photos may exist for this station.
 DP1614
 DP1614.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP1614
 DP1614.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP1614
 DP1614.The ellipsoidal height was determined by GPS observations
 DP1614.and is referenced to NAD 83.
 DP1614
 DP1614. The following values were computed from the NAD 83(2011) position.
 DP1614
 DP1614;                    North         East     Units Scale Factor Converg.
 DP1614;SPC AR S     -   469,064.395   477,594.461   MT  1.00000302   +0 27 58.4
 DP1614;SPC AR S     - 1,538,922.10  1,566,907.83   sFT  1.00000302   +0 27 58.4
 DP1614;UTM  15      - 3,684,548.212   670,688.461   MT  0.99995921   +1 00 22.5
 DP1614
 DP1614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP1614!SPC AR S     -   0.99999709  x   1.00000302  =   1.00000011
 DP1614!UTM  15      -   0.99999709  x   0.99995921  =   0.99995630
 DP1614
 DP1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS7068884548(NAD 83)
 DP1614
 DP1614                          SUPERSEDED SURVEY CONTROL
 DP1614
 DP1614  NAD 83(2011)-  33 17 11.40986(N)    091 10 01.15625(W) AD(2010.00) 0
 DP1614  ELLIP H (08/11/14)   18.517  (m)                       GP(2010.00)    
 DP1614
 DP1614.Superseded values are not recommended for survey control.
 DP1614
 DP1614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1614.See file dsdata.pdf to determine how the superseded data were derived.
 DP1614
 DP1614_MARKER: DD = SURVEY DISK
 DP1614_SETTING: 2 = IMBEDDED OR DRIVEN IN THE GROUND
 DP1614_STAMPING: MRL-R-12
 DP1614_MARK LOGO: USACE
 DP1614_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP1614_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP1614_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1614+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2012
 DP1614
 DP1614  HISTORY     - Date     Condition        Report By
 DP1614  HISTORY     - 20121001 MONUMENTED       SEAENG
 DP1614  HISTORY     - 20121211 GOOD             JMSM
 DP1614
 DP1614                          STATION DESCRIPTION
 DP1614
 DP1614'DESCRIBED BY JOHNSON-MCADAMS SURVEYING AND MAPPING 2012 (CW)
 DP1614'STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) EAST-NORTHEAST OF RED LEAF,
 DP1614'ARKANSAS, ABOUT 6.9 KM (4.3 MI) NORTH-NORTHEAST OF EMINENCE, ARKANSAS
 DP1614'AND ABOUT 11.3 KM (7.0 MI) SOUTH-SOUTHEAST OF LUNA, ARKANSAS ON THE
 DP1614'MISSISSIPPI RIVER LEVEE.
 DP1614'
 DP1614'FROM THE INTERSECTION OF ST. MARY'S STREET AND LAKESHORE DRIVE IN LAKE
 DP1614'VILLAGE, AR.  DEPART STATE HIGHWAY 159 / SOUTH LAKESHORE DRIVE TOWARD
 DP1614'LAKEVIEW STREET (SOUTH) AND TRAVEL 3.3 KM (2.1 MI) BEAR RIGHT
 DP1614'(SOUTHEAST) ONTO SOUTH LAKESHORE DR AND THEN IMMEDIATELY TURN LEFT
 DP1614'ONTO US HIGHWAY 65 / US HIGHWAY 82 / US HIGHWAY 278 / US 65 HIGHWAY
 DP1614'SOUTH AND TRAVEL 3.6 KM (2.2 MI) KEEP STRAIGHT (SOUTHEAST) ONTO US
 DP1614'HIGHWAY 82 / US HIGHWAY 278 / US 82 HIGHWAY EAST AND TRAVEL 7.8 KM
 DP1614'(4.8 MI) TURN LEFT (NORTHWEST) TO STAY ON US HIGHWAY 82 / US HIGHWAY
 DP1614'278 / US 82 HIGHWAY EAST AND TRAVEL 0.9 KM (0.6 MI) TURN LEFT (WEST)
 DP1614'ONTO SUNNYSIDE ROAD AND TRAVEL 0.4 KM (0.2 MI) BEAR RIGHT (NORTHEAST)
 DP1614'ONTO LEVEE ROAD NORTH AND TRAVEL 0.1 KM (0.1 MI) ROAD NAME CHANGES TO
 DP1614'IMMIGRANT ROAD AND TRAVEL 0.1 KM (0.1 MI) STATION IS EAST-SOUTHEAST A
 DP1614'DISTANCE OF 70 M (229.7 FT) FROM ROAD.
 DP1614'
 DP1614'THE MARK IS A COE ALUMINUM DISK SET ATOP AN ALUMINUM ROD.  THE ROD IS
 DP1614'12.2 M (40.0 FT) IN LENGTH, DRIVEN TO REFUSAL.  THE MARK IS RECESSED
 DP1614'20 CM (8 INCHES) BELOW THE GROUND.  IT IS 5.8 M (19.0 FT) NORTHEAST OF
 DP1614'THE CENTERLINE OF THE LEVEE, 116.1 M (380.9 FT) SOUTH OF LEVEE MARKER
 DP1614'2550 AND 285.3 M (936.0 FT) NORTHWEST OF A LIGHT POLE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DP1615 ***********************************************************************
 DP1615  DESIGNATION -  MRL R 13
 DP1615  PID         -  DP1615
 DP1615  STATE/COUNTY-  AR/CHICOT
 DP1615  COUNTRY     -  US
 DP1615  USGS QUAD   -  EMINENCE (2017)
 DP1615
 DP1615                         *CURRENT SURVEY CONTROL
 DP1615  ______________________________________________________________________
 DP1615* NAD 83(2011) POSITION- 33 13 50.06446(N) 091 08 08.45860(W)   ADJUSTED
 DP1615* NAD 83(2011) ELLIP HT-    18.160 (meters)        (09/15/17)   ADJUSTED
 DP1615* NAD 83(2011) EPOCH   -  2010.00
 DP1615* NAVD 88 ORTHO HEIGHT -    44.4   (meters)      146.    (feet) GPS OBS
 DP1615  ______________________________________________________________________
 DP1615  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DP1615  GEOID HEIGHT    -        -26.246 (meters)                     GEOID12A
 DP1615  GEOID HEIGHT    -        -26.246 (meters)                     GEOID18
 DP1615  NAD 83(2011) X  -   -105,849.673 (meters)                     COMP
 DP1615  NAD 83(2011) Y  - -5,339,470.219 (meters)                     COMP
 DP1615  NAD 83(2011) Z  -  3,475,387.077 (meters)                     COMP
 DP1615  LAPLACE CORR    -         -2.57  (seconds)                    DEFLEC18
 DP1615
 DP1615  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP1615  Standards:
 DP1615         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP1615            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP1615  -------------------------------------------------------------------
 DP1615  NETWORK    0.46   0.53           0.17   0.20   0.27      0.02533164
 DP1615  -------------------------------------------------------------------
 DP1615  Click here for local accuracies and other accuracy information.
 DP1615
 DP1615.The horizontal coordinates were established by GPS observations
 DP1615.and adjusted by the National Geodetic Survey in September 2017.
 DP1615
 DP1615.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP1615.been affixed to the stable North American tectonic plate. See 
 DP1615.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP1615
 DP1615.The horizontal coordinates are valid at the epoch date displayed above
 DP1615.which is a decimal equivalence of Year/Month/Day.
 DP1615
 DP1615.The orthometric height was determined by GPS observations and a
 DP1615.high-resolution geoid model.
 DP1615
 DP1615.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1615.GEOID18 height accuracy estimate available here.
 DP1615
 DP1615.Click photographs - Photos may exist for this station.
 DP1615
 DP1615.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP1615
 DP1615.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP1615
 DP1615.The ellipsoidal height was determined by GPS observations
 DP1615.and is referenced to NAD 83.
 DP1615
 DP1615. The following values were computed from the NAD 83(2011) position.
 DP1615
 DP1615;                    North         East     Units Scale Factor Converg.
 DP1615;SPC AR S     -   462,885.643   480,562.799   MT  1.00001612   +0 29 01.5
 DP1615;SPC AR S     - 1,518,650.65  1,576,646.45   sFT  1.00001612   +0 29 01.5
 DP1615;UTM  15      - 3,678,397.932   673,714.669   MT  0.99997207   +1 01 18.9
 DP1615
 DP1615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP1615!SPC AR S     -   0.99999715  x   1.00001612  =   1.00001327
 DP1615!UTM  15      -   0.99999715  x   0.99997207  =   0.99996922
 DP1615
 DP1615_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS7371478397(NAD 83)
 DP1615
 DP1615                          SUPERSEDED SURVEY CONTROL
 DP1615
 DP1615  NAD 83(2011)-  33 13 50.06353(N)    091 08 08.45841(W) AD(2010.00) 0
 DP1615  ELLIP H (08/11/14)   18.151  (m)                       GP(2010.00)    
 DP1615
 DP1615.Superseded values are not recommended for survey control.
 DP1615
 DP1615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1615.See file dsdata.pdf to determine how the superseded data were derived.
 DP1615
 DP1615_MARKER: DD = SURVEY DISK
 DP1615_SETTING: 2 = IMBEDDED OR DRIVEN IN THE GROUND
 DP1615_STAMPING: MRL-R-13
 DP1615_MARK LOGO: USACE
 DP1615_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP1615_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP1615_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1615+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2012
 DP1615
 DP1615  HISTORY     - Date     Condition        Report By
 DP1615  HISTORY     - 20121001 MONUMENTED       SEAENG
 DP1615  HISTORY     - 20121211 GOOD             JMSM
 DP1615
 DP1615                          STATION DESCRIPTION
 DP1615
 DP1615'DESCRIBED BY JOHNSON-MCADAMS SURVEYING AND MAPPING 2012 (GJ)
 DP1615'STATION IS LOCATED ABOUT 5.0 KM (3.1 MI) EAST OF EMINENCE, ARKANSAS,
 DP1615'ABOUT 7.3 KM (4.5 MI) SOUTHEAST OF RED LEAF, ARKANSAS AND ABOUT 8.2 KM
 DP1615'(5.1 MI) WEST OF AVON, MISSISSIPPI ON THE MISSISSIPPI RIVER LEVEE.
 DP1615'
 DP1615'FROM THE INTERSECTION OF ST. MARY'S STREET AND LAKESHORE DRIVE IN LAKE
 DP1615'VILLAGE, AR.  DEPART STATE HIGHWAY 159 / SOUTH LAKESHORE DRIVE TOWARD
 DP1615'LAKEVIEW STREET (SOUTH) AND TRAVEL 3.3 KM (2.1 MI) BEAR RIGHT
 DP1615'(SOUTHEAST) ONTO SOUTH LAKESHORE DR AND THEN IMMEDIATELY TURN LEFT
 DP1615'ONTO US HIGHWAY 65 / US HIGHWAY 82 / US HIGHWAY 278 / US 65 HIGHWAY
 DP1615'SOUTH AND TRAVEL 3.6 KM (2.2 MI) KEEP STRAIGHT (SOUTHEAST) ONTO US
 DP1615'HIGHWAY 82 / US HIGHWAY 278 / US 82 HIGHWAY EAST AND TRAVEL 7.8 KM
 DP1615'(4.8 MI) TURN RIGHT (SOUTHEAST) ONTO STATE HIGHWAY 142 / AR 142
 DP1615'HIGHWAY AND TRAVEL 8.3 KM (5.2 MI) TURN LEFT (NORTHWEST) ONTO LEVEE
 DP1615'ROAD SOUTH AND TRAVEL 1.1 KM (0.7 MI) ARRIVE AT STATION.
 DP1615'
 DP1615'THE MARK IS A COE ALUMINUM DISK SET ATOP AN ALUMINUM ROD.  THE ROD IS
 DP1615'15.2 M (49.9 FT) IN LENGTH, DRIVEN TO REFUSAL.  THE MARK IS RECESSED
 DP1615'20 CM (8 INCHES) BELOW THE GROUND.  IT IS 3.4 M (11.2 FT) NORTHEAST OF
 DP1615'THE CENTERLINE OF THE LEVEE, 38.4 M (126.0 FT) NORTHEAST OF THE EDGE
 DP1615'OF THE WOODS ON THE RIVER SIDE AND 50.3 M (165.0 FT) SOUTHWEST OF THE
 DP1615'EDGE OF THE WOODS ON THE UPLAND SIDE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DP1616 ***********************************************************************
 DP1616  DESIGNATION -  MRL R 14
 DP1616  PID         -  DP1616
 DP1616  STATE/COUNTY-  AR/CHICOT
 DP1616  COUNTRY     -  US
 DP1616  USGS QUAD   -  AVON (2018)
 DP1616
 DP1616                         *CURRENT SURVEY CONTROL
 DP1616  ______________________________________________________________________
 DP1616* NAD 83(2011) POSITION- 33 10 46.83266(N) 091 06 34.72444(W)   ADJUSTED
 DP1616* NAD 83(2011) ELLIP HT-    16.986 (meters)        (09/15/17)   ADJUSTED
 DP1616* NAD 83(2011) EPOCH   -  2010.00
 DP1616* NAVD 88 ORTHO HEIGHT -    43.2   (meters)      142.    (feet) GPS OBS
 DP1616  ______________________________________________________________________
 DP1616  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DP1616  GEOID HEIGHT    -        -26.232 (meters)                     GEOID12A
 DP1616  GEOID HEIGHT    -        -26.234 (meters)                     GEOID18
 DP1616  NAD 83(2011) X  -   -103,483.063 (meters)                     COMP
 DP1616  NAD 83(2011) Y  - -5,342,607.617 (meters)                     COMP
 DP1616  NAD 83(2011) Z  -  3,470,663.188 (meters)                     COMP
 DP1616  LAPLACE CORR    -         -1.99  (seconds)                    DEFLEC18
 DP1616
 DP1616  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP1616  Standards:
 DP1616         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP1616            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP1616  -------------------------------------------------------------------
 DP1616  NETWORK    0.37   0.47           0.14   0.16   0.24      0.02031179
 DP1616  -------------------------------------------------------------------
 DP1616  Click here for local accuracies and other accuracy information.
 DP1616
 DP1616.The horizontal coordinates were established by GPS observations
 DP1616.and adjusted by the National Geodetic Survey in September 2017.
 DP1616
 DP1616.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP1616.been affixed to the stable North American tectonic plate. See 
 DP1616.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP1616
 DP1616.The horizontal coordinates are valid at the epoch date displayed above
 DP1616.which is a decimal equivalence of Year/Month/Day.
 DP1616
 DP1616.The orthometric height was determined by GPS observations and a
 DP1616.high-resolution geoid model.
 DP1616
 DP1616.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1616.GEOID18 height accuracy estimate available here.
 DP1616
 DP1616.Click photographs - Photos may exist for this station.
 DP1616
 DP1616.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP1616
 DP1616.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP1616
 DP1616.The ellipsoidal height was determined by GPS observations
 DP1616.and is referenced to NAD 83.
 DP1616
 DP1616. The following values were computed from the NAD 83(2011) position.
 DP1616
 DP1616;                    North         East     Units Scale Factor Converg.
 DP1616;SPC AR S     -   457,261.559   483,038.763   MT  1.00002885   +0 29 54.0
 DP1616;SPC AR S     - 1,500,198.96  1,584,769.67   sFT  1.00002885   +0 29 54.0
 DP1616;UTM  15      - 3,672,797.566   676,243.153   MT  0.99998298   +1 02 05.3
 DP1616
 DP1616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP1616!SPC AR S     -   0.99999733  x   1.00002885  =   1.00002618
 DP1616!UTM  15      -   0.99999733  x   0.99998298  =   0.99998031
 DP1616
 DP1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS7624372797(NAD 83)
 DP1616
 DP1616                          SUPERSEDED SURVEY CONTROL
 DP1616
 DP1616  NAD 83(2011)-  33 10 46.83167(N)    091 06 34.72423(W) AD(2010.00) 0
 DP1616  ELLIP H (08/11/14)   16.977  (m)                       GP(2010.00)    
 DP1616
 DP1616.Superseded values are not recommended for survey control.
 DP1616
 DP1616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1616.See file dsdata.pdf to determine how the superseded data were derived.
 DP1616
 DP1616_MARKER: DD = SURVEY DISK
 DP1616_SETTING: 2 = IMBEDDED OR DRIVEN IN THE GROUND
 DP1616_STAMPING: MRL-R-14
 DP1616_MARK LOGO: USACE
 DP1616_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP1616_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP1616_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1616+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2012
 DP1616
 DP1616  HISTORY     - Date     Condition        Report By
 DP1616  HISTORY     - 20121001 MONUMENTED       SEAENG
 DP1616  HISTORY     - 20121212 GOOD             JMSM
 DP1616
 DP1616                          STATION DESCRIPTION
 DP1616
 DP1616'DESCRIBED BY JOHNSON-MCADAMS SURVEYING AND MAPPING 2012 (CW)
 DP1616'STATION IS LOCATED ABOUT 8.1 KM (5.0 MI) SOUTHWEST OF AVON,
 DP1616'MISSISSIPPI, ABOUT 9.1 KM (5.7 MI) EAST-SOUTHEAST OF EMINENCE,
 DP1616'ARKANSAS AND ABOUT 12.2 KM (7.6 MI) SOUTHWEST OF WAYSIDE, MISSISSIPPI
 DP1616'ON THE MISSISSIPPI RIVER LEVEE.
 DP1616'
 DP1616'FROM THE INTERSECTION OF ST. MARY'S STREET AND LAKESHORE DRIVE IN LAKE
 DP1616'VILLAGE, AR.  DEPART STATE HIGHWAY 159 / SOUTH LAKESHORE DRIVE TOWARD
 DP1616'LAKEVIEW STREET (SOUTH) AND TRAVEL 3.3 KM (2.1 MI) BEAR RIGHT
 DP1616'(SOUTHEAST) ONTO SOUTH LAKESHORE DR AND THEN IMMEDIATELY TURN LEFT
 DP1616'ONTO US HIGHWAY 65 / US HIGHWAY 82 / US HIGHWAY 278 / US 65 HIGHWAY
 DP1616'SOUTH AND TRAVEL 3.6 KM (2.2 MI) KEEP STRAIGHT (SOUTHEAST) ONTO US
 DP1616'HIGHWAY 82 / US HIGHWAY 278 / US 82 HIGHWAY EAST AND TRAVEL 7.8 KM
 DP1616'(4.8 MI) TURN RIGHT (SOUTHEAST) ONTO STATE HIGHWAY 142 / AR 142
 DP1616'HIGHWAY AND TRAVEL 8.3 KM (5.2 MI) BEAR RIGHT (SOUTHEAST) ONTO LEVEE
 DP1616'ROAD SOUTH AND TRAVEL 6.1 KM (3.8 MI) ARRIVE AT STATION.
 DP1616'
 DP1616'THE MARK IS A COE ALUMINUM DISK SET ATOP AN ALUMINUM ROD.  THE ROD IS
 DP1616'24.4 M (80.1 FT) IN LENGTH.  THE MARK IS RECESSED 20 CM (8 INCHES)
 DP1616'BELOW THE GROUND.  IT IS 3.7 M (12.1 FT) SOUTHEAST OF THE CENTERLINE
 DP1616'OF THE LEVEE, 46.6 M (152.9 FT) SOUTHEAST OF THE EDGE OF THE WOODS ON
 DP1616'THE RIVER SIDE AND 37.5 M (123.0 FT) NORTHWEST OF THE EDGE OF THE
 DP1616'WOODS ON THE UPLAND SIDE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DP1617 ***********************************************************************
 DP1617  DESIGNATION -  MRL R 15
 DP1617  PID         -  DP1617
 DP1617  STATE/COUNTY-  AR/CHICOT
 DP1617  COUNTRY     -  US
 DP1617  USGS QUAD   -  EMINENCE (2017)
 DP1617
 DP1617                         *CURRENT SURVEY CONTROL
 DP1617  ______________________________________________________________________
 DP1617* NAD 83(2011) POSITION- 33 09 22.43036(N) 091 10 44.11381(W)   ADJUSTED
 DP1617* NAD 83(2011) ELLIP HT-    17.906 (meters)        (09/15/17)   ADJUSTED
 DP1617* NAD 83(2011) EPOCH   -  2010.00
 DP1617* NAVD 88 ORTHO HEIGHT -    44.0   (meters)      144.    (feet) GPS OBS
 DP1617  ______________________________________________________________________
 DP1617  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DP1617  GEOID HEIGHT    -        -26.125 (meters)                     GEOID12A
 DP1617  GEOID HEIGHT    -        -26.120 (meters)                     GEOID18
 DP1617  NAD 83(2011) X  -   -109,971.878 (meters)                     COMP
 DP1617  NAD 83(2011) Y  - -5,343,901.642 (meters)                     COMP
 DP1617  NAD 83(2011) Z  -  3,468,487.106 (meters)                     COMP
 DP1617  LAPLACE CORR    -         -2.30  (seconds)                    DEFLEC18
 DP1617
 DP1617  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP1617  Standards:
 DP1617         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP1617            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP1617  -------------------------------------------------------------------
 DP1617  NETWORK    0.47   0.59           0.19   0.19   0.30      0.01847528
 DP1617  -------------------------------------------------------------------
 DP1617  Click here for local accuracies and other accuracy information.
 DP1617
 DP1617.The horizontal coordinates were established by GPS observations
 DP1617.and adjusted by the National Geodetic Survey in September 2017.
 DP1617
 DP1617.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP1617.been affixed to the stable North American tectonic plate. See 
 DP1617.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP1617
 DP1617.The horizontal coordinates are valid at the epoch date displayed above
 DP1617.which is a decimal equivalence of Year/Month/Day.
 DP1617
 DP1617.The orthometric height was determined by GPS observations and a
 DP1617.high-resolution geoid model.
 DP1617
 DP1617.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1617.GEOID18 height accuracy estimate available here.
 DP1617
 DP1617.Click photographs - Photos may exist for this station.
 DP1617
 DP1617.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP1617
 DP1617.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP1617
 DP1617.The ellipsoidal height was determined by GPS observations
 DP1617.and is referenced to NAD 83.
 DP1617
 DP1617. The following values were computed from the NAD 83(2011) position.
 DP1617
 DP1617;                    North         East     Units Scale Factor Converg.
 DP1617;SPC AR S     -   454,607.318   476,598.857   MT  1.00003498   +0 27 34.4
 DP1617;SPC AR S     - 1,491,490.84  1,563,641.42   sFT  1.00003498   +0 27 34.4
 DP1617;UTM  15      - 3,670,083.303   669,828.789   MT  0.99995561   +0 59 46.4
 DP1617
 DP1617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP1617!SPC AR S     -   0.99999719  x   1.00003498  =   1.00003217
 DP1617!UTM  15      -   0.99999719  x   0.99995561  =   0.99995280
 DP1617
 DP1617_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS6982870083(NAD 83)
 DP1617
 DP1617                          SUPERSEDED SURVEY CONTROL
 DP1617
 DP1617  NAD 83(2011)-  33 09 22.42938(N)    091 10 44.11359(W) AD(2010.00) 0
 DP1617  ELLIP H (08/11/14)   17.897  (m)                       GP(2010.00)    
 DP1617
 DP1617.Superseded values are not recommended for survey control.
 DP1617
 DP1617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1617.See file dsdata.pdf to determine how the superseded data were derived.
 DP1617
 DP1617_MARKER: DD = SURVEY DISK
 DP1617_SETTING: 2 = IMBEDDED OR DRIVEN IN THE GROUND
 DP1617_STAMPING: MRL-R-15
 DP1617_MARK LOGO: USACE
 DP1617_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP1617_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP1617_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1617+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2012
 DP1617
 DP1617  HISTORY     - Date     Condition        Report By
 DP1617  HISTORY     - 20121001 MONUMENTED       SEAENG
 DP1617  HISTORY     - 20121212 GOOD             JMSM
 DP1617
 DP1617                          STATION DESCRIPTION
 DP1617
 DP1617'DESCRIBED BY JOHNSON-MCADAMS SURVEYING AND MAPPING 2012 (GJ)
 DP1617'STATION IS LOCATED ABOUT 8.0 KM (5.0 MI) SOUTH OF EMINENCE, ARKANSAS,
 DP1617'ABOUT 9.3 KM (5.8 MI) EAST-NORTHEAST OF EUDORA, ARKANSAS AND ABOUT
 DP1617'10.6 KM (6.6 MI) NORTH-NORTHEAST OF READLAND, ARKANSAS ON THE
 DP1617'MISSISSIPPI RIVER LEVEE.
 DP1617'
 DP1617'FROM THE INTERSECTION OF ARMSTRONG STREET AND STATE HIGHWAY 9 IN
 DP1617'EUDORA, AR.  DEPART US HIGHWAY 65 / US 65 HIGHWAY SOUTH TOWARD US 65
 DP1617'HIGHWAY SOUTH (NORTH) AND TRAVEL 1.9 KM (1.2 MI) TURN RIGHT (EAST)
 DP1617'ONTO VERSER ROAD AND TRAVEL 4.6 KM (2.9 MI) TURN LEFT (NORTHEAST) ONTO
 DP1617'LEVEE ROAD SOUTH AND TRAVEL 4.4 KM (2.7 MI) ARRIVE AT STATION.
 DP1617'
 DP1617'THE MARK IS A COE ALUMINUM DISK SET ATOP AN ALUMINUM ROD.  THE ROD IS
 DP1617'21.3 M (69.9 FT) IN LENGTH, DRIVEN TO REFUSAL.  THE MARK IS RECESSED
 DP1617'20 CM (8 INCHES) BELOW THE GROUND.  IT IS 4.3 M (14.1 FT) SOUTH OF THE
 DP1617'CENTERLINE OF THE LEVEE, 62.2 M (204.1 FT) SOUTH OF THE EDGE OF THE
 DP1617'WOODS ON THE RIVER SIDE AND 229.5 M (753.0 FT) NORTHWEST OF A LIGHT
 DP1617'POLE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DP1618 ***********************************************************************
 DP1618  DESIGNATION -  MRL R 16
 DP1618  PID         -  DP1618
 DP1618  STATE/COUNTY-  AR/CHICOT
 DP1618  COUNTRY     -  US
 DP1618  USGS QUAD   -  READLAND (2017)
 DP1618
 DP1618                         *CURRENT SURVEY CONTROL
 DP1618  ______________________________________________________________________
 DP1618* NAD 83(2011) POSITION- 33 05 53.60426(N) 091 12 35.72977(W)   ADJUSTED
 DP1618* NAD 83(2011) ELLIP HT-    17.591 (meters)        (09/15/17)   ADJUSTED
 DP1618* NAD 83(2011) EPOCH   -  2010.00
 DP1618* NAVD 88 ORTHO HEIGHT -    43.7   (meters)      143.    (feet) GPS OBS
 DP1618  ______________________________________________________________________
 DP1618  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DP1618  GEOID HEIGHT    -        -26.125 (meters)                     GEOID12A
 DP1618  GEOID HEIGHT    -        -26.118 (meters)                     GEOID18
 DP1618  NAD 83(2011) X  -   -112,937.838 (meters)                     COMP
 DP1618  NAD 83(2011) Y  - -5,347,356.162 (meters)                     COMP
 DP1618  NAD 83(2011) Z  -  3,463,099.214 (meters)                     COMP
 DP1618  LAPLACE CORR    -         -1.49  (seconds)                    DEFLEC18
 DP1618
 DP1618  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP1618  Standards:
 DP1618         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP1618            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP1618  -------------------------------------------------------------------
 DP1618  NETWORK    0.48   0.57           0.19   0.20   0.29      0.02715408
 DP1618  -------------------------------------------------------------------
 DP1618  Click here for local accuracies and other accuracy information.
 DP1618
 DP1618.The horizontal coordinates were established by GPS observations
 DP1618.and adjusted by the National Geodetic Survey in September 2017.
 DP1618
 DP1618.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP1618.been affixed to the stable North American tectonic plate. See 
 DP1618.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP1618
 DP1618.The horizontal coordinates are valid at the epoch date displayed above
 DP1618.which is a decimal equivalence of Year/Month/Day.
 DP1618
 DP1618.The orthometric height was determined by GPS observations and a
 DP1618.high-resolution geoid model.
 DP1618
 DP1618.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1618.GEOID18 height accuracy estimate available here.
 DP1618
 DP1618.Click photographs - Photos may exist for this station.
 DP1618
 DP1618.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP1618
 DP1618.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP1618
 DP1618.The ellipsoidal height was determined by GPS observations
 DP1618.and is referenced to NAD 83.
 DP1618
 DP1618. The following values were computed from the NAD 83(2011) position.
 DP1618
 DP1618;                    North         East     Units Scale Factor Converg.
 DP1618;SPC AR S     -   448,151.079   473,756.152   MT  1.00005085   +0 26 31.9
 DP1618;SPC AR S     - 1,470,309.00  1,554,314.98   sFT  1.00005085   +0 26 31.9
 DP1618;UTM  15      - 3,663,601.351   667,046.876   MT  0.99994406   +0 58 39.9
 DP1618
 DP1618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP1618!SPC AR S     -   0.99999724  x   1.00005085  =   1.00004809
 DP1618!UTM  15      -   0.99999724  x   0.99994406  =   0.99994130
 DP1618
 DP1618_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS6704663601(NAD 83)
 DP1618
 DP1618                          SUPERSEDED SURVEY CONTROL
 DP1618
 DP1618  NAD 83(2011)-  33 05 53.60328(N)    091 12 35.72955(W) AD(2010.00) 0
 DP1618  ELLIP H (08/11/14)   17.583  (m)                       GP(2010.00)    
 DP1618
 DP1618.Superseded values are not recommended for survey control.
 DP1618
 DP1618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1618.See file dsdata.pdf to determine how the superseded data were derived.
 DP1618
 DP1618_MARKER: DD = SURVEY DISK
 DP1618_SETTING: 2 = IMBEDDED OR DRIVEN IN THE GROUND
 DP1618_STAMPING: MRL-R-16
 DP1618_MARK LOGO: USACE
 DP1618_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP1618_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP1618_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1618+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2012
 DP1618
 DP1618  HISTORY     - Date     Condition        Report By
 DP1618  HISTORY     - 20121001 MONUMENTED       SEAENG
 DP1618  HISTORY     - 20121213 GOOD             JMSM
 DP1618
 DP1618                          STATION DESCRIPTION
 DP1618
 DP1618'DESCRIBED BY JOHNSON-MCADAMS SURVEYING AND MAPPING 2012 (CW)
 DP1618'STATION IS LOCATED ABOUT 3.6 KM (2.2 MI) NORTH OF READLAND, ARKANSAS,
 DP1618'ABOUT 5.0 KM (3.1 MI) EAST-SOUTHEAST OF EUDORA, ARKANSAS AND ABOUT
 DP1618'14.5 KM (9.0 MI) SOUTH OF EMINENCE, ARKANSAS ON THE MISSISSIPPI RIVER
 DP1618'LEVEE.
 DP1618'
 DP1618'FROM THE INTERSECTION OF ARMSTRONG STREET AND STATE HIGHWAY 9 IN
 DP1618'EUDORA, AR.  DEPART US HIGHWAY 65 / STATE HIGHWAY 8 / US 65 HIGHWAY
 DP1618'SOUTH TOWARD EAST ARMSTRONG STREET (SOUTH) AND TRAVEL 1.6 KM (1.0 MI)
 DP1618'TURN LEFT (NORTHEAST) ONTO STATE HIGHWAY 8 / GRAND LAKE LOOP AND
 DP1618'TRAVEL 4.3 KM (2.7 MI) TURN LEFT (NORTHEAST) ONTO CARIOLA ROAD AND
 DP1618'TRAVEL 0.6 KM (0.4 MI) TURN LEFT (NORTHWEST) ONTO LEVEE ROAD SOUTH AND
 DP1618'TRAVEL 0.5 KM (0.3 MI) ARRIVE AT STATION.
 DP1618'
 DP1618'THE MARK IS A COE ALUMINUM DISK SET ATOP AN ALUMINUM ROD.  THE ROD IS
 DP1618'16.8 M (55.1 FT) IN LENGTH, DRIVEN TO REFUSAL.  THE MARK IS RECESSED
 DP1618'20 CM (8 INCHES) BELOW THE GROUND.  IT IS 4.6 M (15.1 FT) NORTHEAST OF
 DP1618'THE CENTERLINE OF THE LEVEE, 523.0 M (1715.9 FT) SOUTHEAST OF A LIGHT
 DP1618'POLE AND 474.6 M (1557.1 FT) SOUTHEAST OF A LIGHT POLE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DP1619 ***********************************************************************
 DP1619  DESIGNATION -  MRL R 17
 DP1619  PID         -  DP1619
 DP1619  STATE/COUNTY-  AR/CHICOT
 DP1619  COUNTRY     -  US
 DP1619  USGS QUAD   -  READLAND (2017)
 DP1619
 DP1619                         *CURRENT SURVEY CONTROL
 DP1619  ______________________________________________________________________
 DP1619* NAD 83(2011) POSITION- 33 02 43.31759(N) 091 10 07.13445(W)   ADJUSTED
 DP1619* NAD 83(2011) ELLIP HT-    17.162 (meters)        (09/15/17)   ADJUSTED
 DP1619* NAD 83(2011) EPOCH   -  2010.00
 DP1619* NAVD 88 ORTHO HEIGHT -    43.4   (meters)      142.    (feet) GPS OBS
 DP1619  ______________________________________________________________________
 DP1619  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DP1619  GEOID HEIGHT    -        -26.205 (meters)                     GEOID12A
 DP1619  GEOID HEIGHT    -        -26.204 (meters)                     GEOID18
 DP1619  NAD 83(2011) X  -   -109,150.754 (meters)                     COMP
 DP1619  NAD 83(2011) Y  - -5,350,634.055 (meters)                     COMP
 DP1619  NAD 83(2011) Z  -  3,458,186.526 (meters)                     COMP
 DP1619  LAPLACE CORR    -         -1.13  (seconds)                    DEFLEC18
 DP1619
 DP1619  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP1619  Standards:
 DP1619         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP1619            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP1619  -------------------------------------------------------------------
 DP1619  NETWORK    0.45   0.51           0.18   0.19   0.26      0.01386619
 DP1619  -------------------------------------------------------------------
 DP1619  Click here for local accuracies and other accuracy information.
 DP1619
 DP1619.The horizontal coordinates were established by GPS observations
 DP1619.and adjusted by the National Geodetic Survey in September 2017.
 DP1619
 DP1619.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP1619.been affixed to the stable North American tectonic plate. See 
 DP1619.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP1619
 DP1619.The horizontal coordinates are valid at the epoch date displayed above
 DP1619.which is a decimal equivalence of Year/Month/Day.
 DP1619
 DP1619.The orthometric height was determined by GPS observations and a
 DP1619.high-resolution geoid model.
 DP1619
 DP1619.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1619.GEOID18 height accuracy estimate available here.
 DP1619
 DP1619.Click photographs - Photos may exist for this station.
 DP1619
 DP1619.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP1619
 DP1619.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP1619
 DP1619.The ellipsoidal height was determined by GPS observations
 DP1619.and is referenced to NAD 83.
 DP1619
 DP1619. The following values were computed from the NAD 83(2011) position.
 DP1619
 DP1619;                    North         East     Units Scale Factor Converg.
 DP1619;SPC AR S     -   442,319.256   477,656.976   MT  1.00006620   +0 27 55.1
 DP1619;SPC AR S     - 1,451,175.76  1,567,112.93   sFT  1.00006620   +0 27 55.1
 DP1619;UTM  15      - 3,657,806.791   671,001.520   MT  0.99996055   +0 59 56.0
 DP1619
 DP1619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP1619!SPC AR S     -   0.99999731  x   1.00006620  =   1.00006351
 DP1619!UTM  15      -   0.99999731  x   0.99996055  =   0.99995786
 DP1619
 DP1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS7100157806(NAD 83)
 DP1619
 DP1619                          SUPERSEDED SURVEY CONTROL
 DP1619
 DP1619  NAD 83(2011)-  33 02 43.31663(N)    091 10 07.13422(W) AD(2010.00) 0
 DP1619  ELLIP H (08/11/14)   17.154  (m)                       GP(2010.00)    
 DP1619
 DP1619.Superseded values are not recommended for survey control.
 DP1619
 DP1619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1619.See file dsdata.pdf to determine how the superseded data were derived.
 DP1619
 DP1619_MARKER: DD = SURVEY DISK
 DP1619_SETTING: 2 = IMBEDDED OR DRIVEN IN THE GROUND
 DP1619_STAMPING: MRL-R-17
 DP1619_MARK LOGO: USACE
 DP1619_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP1619_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP1619_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1619+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2012
 DP1619
 DP1619  HISTORY     - Date     Condition        Report By
 DP1619  HISTORY     - 20121001 MONUMENTED       SEAENG
 DP1619  HISTORY     - 20121213 GOOD             JMSM
 DP1619
 DP1619                          STATION DESCRIPTION
 DP1619
 DP1619'DESCRIBED BY JOHNSON-MCADAMS SURVEYING AND MAPPING 2012 (GJ)
 DP1619'STATION IS LOCATED ABOUT 4.7 KM (2.9 MI) EAST-SOUTHEAST OF READLAND,
 DP1619'ARKANSAS, ABOUT 10.7 KM (6.7 MI) NORTHEAST OF MILLIKIN, LOUISIANA AND
 DP1619'ABOUT 11.2 KM (7.0 MI) SOUTHEAST OF EUDORA, ARKANSAS ON THE
 DP1619'MISSISSIPPI RIVER LEVEE.
 DP1619'
 DP1619'FROM THE INTERSECTION OF ARMSTRONG STREET AND STATE HIGHWAY 9 IN
 DP1619'EUDORA, AR.  DEPART US HIGHWAY 65 / STATE HIGHWAY 8 / US 65 HIGHWAY
 DP1619'SOUTH TOWARD EAST ARMSTRONG STREET (SOUTH) AND TRAVEL 6.5 KM (4.0 MI)
 DP1619'TURN LEFT (EAST) ONTO STATE HIGHWAY 209 / AR 209 HIGHWAY EAST AND
 DP1619'TRAVEL 1.0 KM (0.6 MI) TURN RIGHT (SOUTHEAST) ONTO STATE HIGHWAY 8 /
 DP1619'GRAND LAKE LOOP AND TRAVEL 5.3 KM (3.3 MI) BEAR LEFT (EAST) ONTO LEVEE
 DP1619'ROAD SOUTH AND TRAVEL 4.0 KM (2.5 MI) ARRIVE AT STATION.
 DP1619'
 DP1619'THE MARK IS A COE ALUMINUM DISK SET ATOP AN ALUMINUM ROD.  THE ROD IS
 DP1619'13.7 M (44.9 FT) IN LENGTH, DRIVEN TO REFUSAL.  THE MARK IS RECESSED
 DP1619'20 CM (8 INCHES) BELOW THE GROUND.  IT IS 3.7 M (12.1 FT) SOUTHEAST OF
 DP1619'THE CENTERLINE OF THE LEVEE, 124.4 M (408.1 FT) NORTH OF A CATTLE GAP
 DP1619'AND 69.5 M (228.0 FT) SOUTHEAST OF THE EDGE OF THE WOODS ON THE RIVER
 DP1619'SIDE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DP1622 ***********************************************************************
 DP1622  DESIGNATION -  MRL R 2
 DP1622  PID         -  DP1622
 DP1622  STATE/COUNTY-  AR/DESHA
 DP1622  COUNTRY     -  US
 DP1622  USGS QUAD   -  LAKE CHEATHAM (2017)
 DP1622
 DP1622                         *CURRENT SURVEY CONTROL
 DP1622  ______________________________________________________________________
 DP1622* NAD 83(2011) POSITION- 33 48 24.48271(N) 091 09 50.54763(W)   ADJUSTED
 DP1622* NAD 83(2011) ELLIP HT-    25.657 (meters)        (09/15/17)   ADJUSTED
 DP1622* NAD 83(2011) EPOCH   -  2010.00
 DP1622* NAVD 88 ORTHO HEIGHT -    52.1   (meters)      171.    (feet) GPS OBS
 DP1622  ______________________________________________________________________
 DP1622  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DP1622  GEOID HEIGHT    -        -26.494 (meters)                     GEOID12A
 DP1622  GEOID HEIGHT    -        -26.480 (meters)                     GEOID18
 DP1622  NAD 83(2011) X  -   -107,775.548 (meters)                     COMP
 DP1622  NAD 83(2011) Y  - -5,304,138.221 (meters)                     COMP
 DP1622  NAD 83(2011) Z  -  3,528,674.572 (meters)                     COMP
 DP1622  LAPLACE CORR    -         -1.26  (seconds)                    DEFLEC18
 DP1622
 DP1622  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP1622  Standards:
 DP1622         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP1622            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP1622  -------------------------------------------------------------------
 DP1622  NETWORK    0.72   0.88           0.28   0.31   0.45      0.01843007
 DP1622  -------------------------------------------------------------------
 DP1622  Click here for local accuracies and other accuracy information.
 DP1622
 DP1622.The horizontal coordinates were established by GPS observations
 DP1622.and adjusted by the National Geodetic Survey in September 2017.
 DP1622
 DP1622.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP1622.been affixed to the stable North American tectonic plate. See 
 DP1622.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP1622
 DP1622.The horizontal coordinates are valid at the epoch date displayed above
 DP1622.which is a decimal equivalence of Year/Month/Day.
 DP1622
 DP1622.The orthometric height was determined by GPS observations and a
 DP1622.high-resolution geoid model.
 DP1622
 DP1622.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1622.GEOID18 height accuracy estimate available here.
 DP1622
 DP1622.Click photographs - Photos may exist for this station.
 DP1622
 DP1622.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP1622
 DP1622.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP1622
 DP1622.The ellipsoidal height was determined by GPS observations
 DP1622.and is referenced to NAD 83.
 DP1622
 DP1622. The following values were computed from the NAD 83(2011) position.
 DP1622
 DP1622;                    North         East     Units Scale Factor Converg.
 DP1622;SPC AR S     -   526,770.705   477,397.732   MT  0.99992632   +0 28 04.4
 DP1622;SPC AR S     - 1,728,246.89  1,566,262.39   sFT  0.99992632   +0 28 04.4
 DP1622;UTM  15      - 3,742,250.000   669,940.876   MT  0.99995603   +1 01 18.3
 DP1622
 DP1622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP1622!SPC AR S     -   0.99999597  x   0.99992632  =   0.99992229
 DP1622!UTM  15      -   0.99999597  x   0.99995603  =   0.99995200
 DP1622
 DP1622_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT6994042250(NAD 83)
 DP1622
 DP1622                          SUPERSEDED SURVEY CONTROL
 DP1622
 DP1622  NAD 83(2011)-  33 48 24.48206(N)    091 09 50.54733(W) AD(2010.00) 0
 DP1622  ELLIP H (08/11/14)   25.646  (m)                       GP(2010.00)    
 DP1622
 DP1622.Superseded values are not recommended for survey control.
 DP1622
 DP1622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1622.See file dsdata.pdf to determine how the superseded data were derived.
 DP1622
 DP1622_MARKER: DD = SURVEY DISK
 DP1622_SETTING: 2 = IMBEDDED OR DRIVEN IN THE GROUND
 DP1622_STAMPING: MRL-R-2
 DP1622_MARK LOGO: USACE
 DP1622_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP1622_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP1622_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1622+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2012
 DP1622
 DP1622  HISTORY     - Date     Condition        Report By
 DP1622  HISTORY     - 20121001 MONUMENTED       SEAENG
 DP1622  HISTORY     - 20121128 GOOD             JMSM
 DP1622
 DP1622                          STATION DESCRIPTION
 DP1622
 DP1622'DESCRIBED BY JOHNSON-MCADAMS SURVEYING AND MAPPING 2012 (MLS)
 DP1622'STATION IS LOCATED ABOUT 9.9 KM (6.2 MI) EAST OF KELSO, ARKANSAS,
 DP1622'ABOUT 13.0 KM (8.1 MI) SOUTHEAST OF WATSON, ARKANSAS AND ABOUT 13.6 KM
 DP1622'(8.5 MI) WEST-SOUTHWEST OF ROSEDALE, MISSISSIPPI ON THE MISSISSIPPI
 DP1622'RIVER LEVEE.
 DP1622'
 DP1622'FROM THE INTERSECTION OF STATE HIGHWAY 1 AND KELSO ROAD NEAR DUCE, AR.
 DP1622'DEPART KELSO ROAD TOWARD COOKS RAMP ROAD (EAST) AND TRAVEL 1.5 KM (0.9
 DP1622'MI) TURN LEFT (SOUTHEAST) ONTO COOKS RAMP ROAD AND TRAVEL 2.4 KM (1.5
 DP1622'MI) KEEP STRAIGHT (SOUTHEAST) ONTO GREAT RIVER ROAD AND TRAVEL 8.3 KM
 DP1622'(5.2 MI) ARRIVE AT STATION.
 DP1622'
 DP1622'THE MARK IS A COE ALUMINUM DISK SET ATOP AN ALUMINUM ROD.  THE ROD IS
 DP1622'18.3 M (60.0 FT) IN LENGTH, DRIVEN TO REFUSAL.  THE MARK IS RECESSED
 DP1622'20 CM (8 INCHES) BELOW THE GROUND.  IT IS 4.6 M (15.1 FT) SOUTHEAST OF
 DP1622'THE CENTERLINE OF THE LEVEE, 54.9 M (180.1 FT) WEST OF A LIGHT POLE
 DP1622'AND 57.6 M (189.0 FT) NORTH OF A LIGHT POLE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DP1633 ***********************************************************************
 DP1633  DESIGNATION -  MRL R 3
 DP1633  PID         -  DP1633
 DP1633  STATE/COUNTY-  AR/DESHA
 DP1633  COUNTRY     -  US
 DP1633  USGS QUAD   -  LAKE CHEATHAM (2017)
 DP1633
 DP1633                         *CURRENT SURVEY CONTROL
 DP1633  ______________________________________________________________________
 DP1633* NAD 83(2011) POSITION- 33 46 40.39723(N) 091 14 32.07309(W)   ADJUSTED
 DP1633* NAD 83(2011) ELLIP HT-    24.520 (meters)        (09/15/17)   ADJUSTED
 DP1633* NAD 83(2011) EPOCH   -  2010.00
 DP1633* NAVD 88 ORTHO HEIGHT -    50.9   (meters)      167.    (feet) GPS OBS
 DP1633  ______________________________________________________________________
 DP1633  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DP1633  GEOID HEIGHT    -        -26.419 (meters)                     GEOID12A
 DP1633  GEOID HEIGHT    -        -26.410 (meters)                     GEOID18
 DP1633  NAD 83(2011) X  -   -115,053.574 (meters)                     COMP
 DP1633  NAD 83(2011) Y  - -5,305,768.480 (meters)                     COMP
 DP1633  NAD 83(2011) Z  -  3,526,008.766 (meters)                     COMP
 DP1633  LAPLACE CORR    -         -1.73  (seconds)                    DEFLEC18
 DP1633
 DP1633  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP1633  Standards:
 DP1633         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP1633            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP1633  -------------------------------------------------------------------
 DP1633  NETWORK    0.74   0.90           0.27   0.33   0.46      0.02323153
 DP1633  -------------------------------------------------------------------
 DP1633  Click here for local accuracies and other accuracy information.
 DP1633
 DP1633.The horizontal coordinates were established by GPS observations
 DP1633.and adjusted by the National Geodetic Survey in September 2017.
 DP1633
 DP1633.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP1633.been affixed to the stable North American tectonic plate. See 
 DP1633.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP1633
 DP1633.The horizontal coordinates are valid at the epoch date displayed above
 DP1633.which is a decimal equivalence of Year/Month/Day.
 DP1633
 DP1633.The orthometric height was determined by GPS observations and a
 DP1633.high-resolution geoid model.
 DP1633
 DP1633.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1633.GEOID18 height accuracy estimate available here.
 DP1633
 DP1633.Click photographs - Photos may exist for this station.
 DP1633
 DP1633.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP1633
 DP1633.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP1633
 DP1633.The ellipsoidal height was determined by GPS observations
 DP1633.and is referenced to NAD 83.
 DP1633
 DP1633. The following values were computed from the NAD 83(2011) position.
 DP1633
 DP1633;                    North         East     Units Scale Factor Converg.
 DP1633;SPC AR S     -   523,507.716   470,181.276   MT  0.99992843   +0 25 26.8
 DP1633;SPC AR S     - 1,717,541.56  1,542,586.40   sFT  0.99992843   +0 25 26.8
 DP1633;UTM  15      - 3,738,917.390   662,756.185   MT  0.99992657   +0 58 38.9
 DP1633
 DP1633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP1633!SPC AR S     -   0.99999615  x   0.99992843  =   0.99992458
 DP1633!UTM  15      -   0.99999615  x   0.99992657  =   0.99992272
 DP1633
 DP1633_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT6275638917(NAD 83)
 DP1633
 DP1633                          SUPERSEDED SURVEY CONTROL
 DP1633
 DP1633  NAD 83(2011)-  33 46 40.39658(N)    091 14 32.07280(W) AD(2010.00) 0
 DP1633  ELLIP H (08/11/14)   24.509  (m)                       GP(2010.00)    
 DP1633
 DP1633.Superseded values are not recommended for survey control.
 DP1633
 DP1633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1633.See file dsdata.pdf to determine how the superseded data were derived.
 DP1633
 DP1633_MARKER: DD = SURVEY DISK
 DP1633_SETTING: 2 = IMBEDDED OR DRIVEN IN THE GROUND
 DP1633_STAMPING: MRL-R-3
 DP1633_MARK LOGO: USACE
 DP1633_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP1633_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP1633_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1633+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2012
 DP1633
 DP1633  HISTORY     - Date     Condition        Report By
 DP1633  HISTORY     - 20121001 MONUMENTED       SEAENG
 DP1633  HISTORY     - 20121128 GOOD             JMSM
 DP1633
 DP1633                          STATION DESCRIPTION
 DP1633
 DP1633'DESCRIBED BY JOHNSON-MCADAMS SURVEYING AND MAPPING 2012 (GJ)
 DP1633'STATION IS LOCATED ABOUT 3.4 KM (2.1 MI) SOUTHEAST OF KELSO, ARKANSAS,
 DP1633'ABOUT 13.0 KM (8.1 MI) NORTHEAST OF MCARTHUR, ARKANSAS AND ABOUT 13.1
 DP1633'KM (8.1 MI) SOUTH OF WATSON, ARKANSAS ON THE MISSISSIPPI RIVER LEVEE.
 DP1633'
 DP1633'FROM THE INTERSECTION OF STATE HIGHWAY 1 AND KELSO ROAD NEAR DUCE, AR.
 DP1633'DEPART KELSO ROAD TOWARD COOKS RAMP ROAD (EAST) AND TRAVEL 1.5 KM (0.9
 DP1633'MI) TURN LEFT (SOUTHEAST) ONTO COOKS RAMP ROAD AND TRAVEL 2.4 KM (1.5
 DP1633'MI) TURN RIGHT (WEST) ONTO GREAT RIVER ROAD AND TRAVEL 0.2 KM (0.1 MI)
 DP1633'ARRIVE AT STATION.
 DP1633'
 DP1633'THE MARK IS A COE ALUMINUM DISK SET ATOP AN ALUMINUM ROD.  THE ROD IS
 DP1633'24.4 M (80.1 FT) IN LENGTH.  THE MARK IS RECESSED 20 CM (8 INCHES)
 DP1633'BELOW THE GROUND.  IT IS 5.2 M (17.1 FT) SOUTHEAST OF THE CENTERLINE
 DP1633'OF THE LEVEE, 2.0 M (6.6 FT) NORTHWEST OF A GRADER BLADE AND 61.3 M
 DP1633'(201.1 FT) SOUTHEAST OF THE EDGE OF THE WOODS ON THE RIVER SIDE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DP1642 ***********************************************************************
 DP1642  DESIGNATION -  MRL R 4
 DP1642  PID         -  DP1642
 DP1642  STATE/COUNTY-  AR/DESHA
 DP1642  COUNTRY     -  US
 DP1642  USGS QUAD   -  CATFISH POINT (2018)
 DP1642
 DP1642                         *CURRENT SURVEY CONTROL
 DP1642  ______________________________________________________________________
 DP1642* NAD 83(2011) POSITION- 33 42 54.24624(N) 091 13 27.60719(W)   ADJUSTED
 DP1642* NAD 83(2011) ELLIP HT-    24.143 (meters)        (09/15/17)   ADJUSTED
 DP1642* NAD 83(2011) EPOCH   -  2010.00
 DP1642* NAVD 88 ORTHO HEIGHT -    50.6   (meters)      166.    (feet) GPS OBS
 DP1642  ______________________________________________________________________
 DP1642  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DP1642  GEOID HEIGHT    -        -26.467 (meters)                     GEOID12A
 DP1642  GEOID HEIGHT    -        -26.451 (meters)                     GEOID18
 DP1642  NAD 83(2011) X  -   -113,478.006 (meters)                     COMP
 DP1642  NAD 83(2011) Y  - -5,309,673.758 (meters)                     COMP
 DP1642  NAD 83(2011) Z  -  3,520,214.761 (meters)                     COMP
 DP1642  LAPLACE CORR    -         -1.48  (seconds)                    DEFLEC18
 DP1642
 DP1642  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP1642  Standards:
 DP1642         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP1642            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP1642  -------------------------------------------------------------------
 DP1642  NETWORK    0.50   0.45           0.20   0.21   0.23      0.01639286
 DP1642  -------------------------------------------------------------------
 DP1642  Click here for local accuracies and other accuracy information.
 DP1642
 DP1642.The horizontal coordinates were established by GPS observations
 DP1642.and adjusted by the National Geodetic Survey in September 2017.
 DP1642
 DP1642.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP1642.been affixed to the stable North American tectonic plate. See 
 DP1642.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP1642
 DP1642.The horizontal coordinates are valid at the epoch date displayed above
 DP1642.which is a decimal equivalence of Year/Month/Day.
 DP1642
 DP1642.The orthometric height was determined by GPS observations and a
 DP1642.high-resolution geoid model.
 DP1642
 DP1642.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1642.GEOID18 height accuracy estimate available here.
 DP1642
 DP1642.Click photographs - Photos may exist for this station.
 DP1642
 DP1642.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP1642
 DP1642.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP1642
 DP1642.The ellipsoidal height was determined by GPS observations
 DP1642.and is referenced to NAD 83.
 DP1642
 DP1642. The following values were computed from the NAD 83(2011) position.
 DP1642
 DP1642;                    North         East     Units Scale Factor Converg.
 DP1642;SPC AR S     -   516,552.992   471,892.548   MT  0.99993391   +0 26 02.9
 DP1642;SPC AR S     - 1,694,724.27  1,548,200.80   sFT  0.99993391   +0 26 02.9
 DP1642;UTM  15      - 3,731,979.498   664,534.444   MT  0.99993375   +0 59 09.0
 DP1642
 DP1642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP1642!SPC AR S     -   0.99999621  x   0.99993391  =   0.99993012
 DP1642!UTM  15      -   0.99999621  x   0.99993375  =   0.99992996
 DP1642
 DP1642_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT6453431979(NAD 83)
 DP1642
 DP1642                          SUPERSEDED SURVEY CONTROL
 DP1642
 DP1642  NAD 83(2011)-  33 42 54.24559(N)    091 13 27.60692(W) AD(2010.00) 0
 DP1642  ELLIP H (08/11/14)   24.132  (m)                       GP(2010.00)    
 DP1642
 DP1642.Superseded values are not recommended for survey control.
 DP1642
 DP1642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1642.See file dsdata.pdf to determine how the superseded data were derived.
 DP1642
 DP1642_MARKER: DD = SURVEY DISK
 DP1642_SETTING: 2 = IMBEDDED OR DRIVEN IN THE GROUND
 DP1642_STAMPING: MRL-R-4
 DP1642_MARK LOGO: USACE
 DP1642_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP1642_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP1642_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1642+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2012
 DP1642
 DP1642  HISTORY     - Date     Condition        Report By
 DP1642  HISTORY     - 20121001 MONUMENTED       SEAENG
 DP1642  HISTORY     - 20121129 GOOD             JMSM
 DP1642
 DP1642                          STATION DESCRIPTION
 DP1642
 DP1642'DESCRIBED BY JOHNSON-MCADAMS SURVEYING AND MAPPING 2012 (CW)
 DP1642'STATION IS LOCATED ABOUT 3.5 KM (2.2 MI) NORTHWEST OF RODNEY,
 DP1642'MISSISSIPPI, ABOUT 3.8 KM (2.4 MI) SOUTH-SOUTHEAST OF SAINT JOSEPH,
 DP1642'LOUISIANA AND ABOUT 11.8 KM (7.3 MI) SOUTH-SOUTHEAST OF LAKE BRUIN,
 DP1642'LOUISIANA ON THE MISSISSIPPI RIVER LEVEE.
 DP1642'
 DP1642'FROM THE INTERSECTION OF STATE HIGHWAY 1 AND STATE HIGHWAY 4 NEAR
 DP1642'ROHWER, AR.  DEPART STATE HIGHWAY 1 TOWARD CAMP NINE ROAD (SOUTHWEST)
 DP1642'AND TRAVEL 14.7 KM (9.1 MI) TAKE RAMP RIGHT AND TRAVEL 0.3 KM (0.2 MI)
 DP1642'TURN RIGHT (SOUTHEAST) ONTO US HIGHWAY 65 / US HIGHWAY 165 AND TRAVEL
 DP1642'3.5 KM (2.2 MI) KEEP STRAIGHT (SOUTH) ONTO US HIGHWAY 65 / US HIGHWAY
 DP1642'165 / US HIGHWAY 278 AND TRAVEL 1.5 KM (0.9 MI) BEAR RIGHT (SOUTHWEST)
 DP1642'ONTO US HIGHWAY 65 SOUTH / US HIGHWAY 165 SOUTH / US HIGHWAY 278 EAST
 DP1642'AND TRAVEL 3.5 KM (2.2 MI) BEAR RIGHT (SOUTH) ONTO US HIGHWAY 65 / US
 DP1642'HIGHWAY 165 / US HIGHWAY 278 AND TRAVEL 1.7 KM (1.1 MI) KEEP LEFT
 DP1642'(SOUTH) ONTO US HIGHWAY 65 / US HIGHWAY 278 / US 65 HIGHWAY NORTH AND
 DP1642'TRAVEL 1.6 KM (1.0 MI) BEAR RIGHT (SOUTH) ONTO US HIGHWAY 65 SOUTH /
 DP1642'US HIGHWAY 278 EAST / US 65 HIGHWAY NORTH AND TRAVEL 24.3 KM (15.1 MI)
 DP1642'KEEP STRAIGHT (SOUTH) ONTO US HIGHWAY 65 / US HIGHWAY 278 / STATE
 DP1642'HIGHWAY 144 / US 65 HIGHWAY NORTH AND TRAVEL 0.3 KM (0.2 MI) KEEP
 DP1642'STRAIGHT (SOUTH) ONTO US HIGHWAY 65 / US HIGHWAY 82 / US HIGHWAY 278 /
 DP1642'US 65 HIGHWAY SOUTH AND TRAVEL 7.4 KM (4.6 MI) KEEP RIGHT (SOUTHEAST)
 DP1642'ONTO US 65 HIGHWAY SOUTH / US HIGHWAY 65 AND TRAVEL 57.6 KM (35.8 MI)
 DP1642'TURN RIGHT (SOUTH) ONTO US HIGHWAY 65 SOUTH / SCARBOROUGH STREET AND
 DP1642'TRAVEL 1.5 KM (0.9 MI) BEAR RIGHT (SOUTHWEST) ONTO US HIGHWAY 65 /
 DP1642'SPARROW STREET AND TRAVEL 43.3 KM (26.9 MI) BEAR RIGHT (SOUTHWEST)
 DP1642'ONTO US HIGHWAY 65 SOUTH / NORTH CHESTNUT STREET AND TRAVEL 2.0 KM
 DP1642'(1.2 MI) BEAR RIGHT (SOUTHWEST) ONTO US HIGHWAY 65 / BAYOU DRIVE AND
 DP1642'TRAVEL 1.0 KM (0.6 MI) KEEP STRAIGHT (SOUTHWEST) ONTO US HIGHWAY 65
 DP1642'SOUTH AND TRAVEL 1.5 KM (0.9 MI) KEEP STRAIGHT (SOUTH) ONTO US HIGHWAY
 DP1642'65 / SOUTH US HIGHWAY 65 AND TRAVEL 52.1 KM (32.4 MI) TURN LEFT (EAST)
 DP1642'ONTO STATE HIGHWAY 128 AND TRAVEL 5.5 KM (3.4 MI) KEEP STRAIGHT
 DP1642'(SOUTHEAST) ONTO STATE HIGHWAY 897 1 AND TRAVEL 0.2 KM (0.1 MI) TURN
 DP1642'RIGHT (SOUTHWEST) TO STAY ON STATE HIGHWAY 897 1 AND TRAVEL 2.5 KM
 DP1642'(1.6 MI) ROAD NAME CHANGES TO LEVEE ROAD AND TRAVEL 0.04 KM (0.02 MI)
 DP1642'STATION IS EAST-SOUTHEAST A DISTANCE OF 2, 460 M (6.6 FT) FROM ROAD.
 DP1642'
 DP1642'THE MARK IS A COE ALUMINUM DISK SET ATOP AN ALUMINUM ROD.  THE ROD IS
 DP1642'13.7 M (44.9 FT) IN LENGTH, DRIVEN TO REFUSAL.  THE MARK IS RECESSED
 DP1642'20 CM (8 INCHES) BELOW THE GROUND.  IT IS 4.9 M (16.1 FT) EAST OF THE
 DP1642'CENTERLINE OF THE LEVEE, 180.1 M (590.9 FT) NORTH OF A LIGHT POLE AND
 DP1642'47.5 M (155.8 FT) NORTHWEST OF A METAL POST.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DP1651 ***********************************************************************
 DP1651  DESIGNATION -  MRL R 5
 DP1651  PID         -  DP1651
 DP1651  STATE/COUNTY-  AR/DESHA
 DP1651  COUNTRY     -  US
 DP1651  USGS QUAD   -  CATFISH POINT (2018)
 DP1651
 DP1651                         *CURRENT SURVEY CONTROL
 DP1651  ______________________________________________________________________
 DP1651* NAD 83(2011) POSITION- 33 39 04.73575(N) 091 13 45.56750(W)   ADJUSTED
 DP1651* NAD 83(2011) ELLIP HT-    24.089 (meters)        (09/15/17)   ADJUSTED
 DP1651* NAD 83(2011) EPOCH   -  2010.00
 DP1651* NAVD 88 ORTHO HEIGHT -    50.6   (meters)      166.    (feet) GPS OBS
 DP1651  ______________________________________________________________________
 DP1651  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DP1651  GEOID HEIGHT    -        -26.474 (meters)                     GEOID12A
 DP1651  GEOID HEIGHT    -        -26.459 (meters)                     GEOID18
 DP1651  NAD 83(2011) X  -   -114,024.477 (meters)                     COMP
 DP1651  NAD 83(2011) Y  - -5,313,584.648 (meters)                     COMP
 DP1651  NAD 83(2011) Z  -  3,514,330.593 (meters)                     COMP
 DP1651  LAPLACE CORR    -         -1.56  (seconds)                    DEFLEC18
 DP1651
 DP1651  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP1651  Standards:
 DP1651         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP1651            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP1651  -------------------------------------------------------------------
 DP1651  NETWORK    0.49   0.51           0.19   0.21   0.26      0.01593916
 DP1651  -------------------------------------------------------------------
 DP1651  Click here for local accuracies and other accuracy information.
 DP1651
 DP1651.The horizontal coordinates were established by GPS observations
 DP1651.and adjusted by the National Geodetic Survey in September 2017.
 DP1651
 DP1651.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP1651.been affixed to the stable North American tectonic plate. See 
 DP1651.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP1651
 DP1651.The horizontal coordinates are valid at the epoch date displayed above
 DP1651.which is a decimal equivalence of Year/Month/Day.
 DP1651
 DP1651.The orthometric height was determined by GPS observations and a
 DP1651.high-resolution geoid model.
 DP1651
 DP1651.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1651.GEOID18 height accuracy estimate available here.
 DP1651
 DP1651.Click photographs - Photos may exist for this station.
 DP1651
 DP1651.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP1651
 DP1651.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP1651
 DP1651.The ellipsoidal height was determined by GPS observations
 DP1651.and is referenced to NAD 83.
 DP1651
 DP1651. The following values were computed from the NAD 83(2011) position.
 DP1651
 DP1651;                    North         East     Units Scale Factor Converg.
 DP1651;SPC AR S     -   509,478.883   471,483.384   MT  0.99994068   +0 25 52.8
 DP1651;SPC AR S     - 1,671,515.30  1,546,858.40   sFT  0.99994068   +0 25 52.8
 DP1651;UTM  15      - 3,724,901.811   664,193.315   MT  0.99993237   +0 58 53.1
 DP1651
 DP1651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP1651!SPC AR S     -   0.99999622  x   0.99994068  =   0.99993690
 DP1651!UTM  15      -   0.99999622  x   0.99993237  =   0.99992859
 DP1651
 DP1651:                Primary Azimuth Mark                     Grid Az
 DP1651:SPC AR S     -  L 18 42                                  325 51 51.6
 DP1651:UTM  15      -  L 18 42                                  325 18 51.3
 DP1651
 DP1651_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT6419324901(NAD 83)
 DP1651
 DP1651|---------------------------------------------------------------------|
 DP1651| PID    Reference Object                     Distance      Geod. Az  |
 DP1651|                                                           dddmmss.s |
 DP1651| DG4764 L 18 42                             APPROX. 0.5 KM 3261744.4 |
 DP1651|---------------------------------------------------------------------|
 DP1651
 DP1651                          SUPERSEDED SURVEY CONTROL
 DP1651
 DP1651  NAD 83(2011)-  33 39 04.73511(N)    091 13 45.56724(W) AD(2010.00) 0
 DP1651  ELLIP H (08/11/14)   24.079  (m)                       GP(2010.00)    
 DP1651
 DP1651.Superseded values are not recommended for survey control.
 DP1651
 DP1651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1651.See file dsdata.pdf to determine how the superseded data were derived.
 DP1651
 DP1651_MARKER: DD = SURVEY DISK
 DP1651_SETTING: 2 = IMBEDDED OR DRIVEN IN THE GROUND
 DP1651_STAMPING: MRL-R-5
 DP1651_MARK LOGO: USACE
 DP1651_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP1651_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP1651_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1651+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2012
 DP1651
 DP1651  HISTORY     - Date     Condition        Report By
 DP1651  HISTORY     - 20121001 MONUMENTED       SEAENG
 DP1651  HISTORY     - 20121129 GOOD             JMSM
 DP1651
 DP1651                          STATION DESCRIPTION
 DP1651
 DP1651'DESCRIBED BY JOHNSON-MCADAMS SURVEYING AND MAPPING 2012 (GJ)
 DP1651'STATION IS LOCATED ABOUT 1.5 KM (0.9 MI) EAST OF JEANNETTE,
 DP1651'MISSISSIPPI, ABOUT 7.0 KM (4.4 MI) SOUTH-SOUTHWEST OF CRANFIELD,
 DP1651'MISSISSIPPI AND ABOUT 9.9 KM (6.2 MI) NORTH-NORTHEAST OF KINGSTON,
 DP1651'MISSISSIPPI ON THE MISSISSIPPI RIVER LEVEE.
 DP1651'
 DP1651'FROM THE INTERSECTION OF CROOKED BAYOU STREET AND SPRAGUE STREET IN
 DP1651'ARKANSAS CITY, AR.  DEPART STATE HIGHWAY 4 / DELTA QUEEN AVENUE TOWARD
 DP1651'WEATHERWOOD STREET (SOUTHWEST) AND TRAVEL 12.2 KM (7.6 MI) TURN LEFT
 DP1651'(SOUTH) ONTO STATE HIGHWAY 159 AND TRAVEL 8.0 KM (5.0 MI) TURN RIGHT
 DP1651'(WEST) ONTO STATE HIGHWAY 35 AND TRAVEL 4.8 KM (3.0 MI) TURN LEFT
 DP1651'(SOUTHEAST) ONTO US HIGHWAY 65 SOUTH / US HIGHWAY 278 EAST / US 65
 DP1651'HIGHWAY NORTH AND TRAVEL 23.7 KM (14.7 MI) KEEP STRAIGHT (SOUTH) ONTO
 DP1651'US HIGHWAY 65 / US HIGHWAY 278 / STATE HIGHWAY 144 / US 65 HIGHWAY
 DP1651'NORTH AND TRAVEL 0.3 KM (0.2 MI) KEEP STRAIGHT (SOUTH) ONTO US HIGHWAY
 DP1651'65 / US HIGHWAY 82 / US HIGHWAY 278 / US 65 HIGHWAY SOUTH AND TRAVEL
 DP1651'7.4 KM (4.6 MI) KEEP RIGHT (SOUTHEAST) ONTO US 65 HIGHWAY SOUTH / US
 DP1651'HIGHWAY 65 AND TRAVEL 57.6 KM (35.8 MI) TURN RIGHT (SOUTH) ONTO US
 DP1651'HIGHWAY 65 SOUTH / SCARBOROUGH STREET AND TRAVEL 1.5 KM (0.9 MI) BEAR
 DP1651'RIGHT (SOUTHWEST) ONTO US HIGHWAY 65 / SPARROW STREET AND TRAVEL 43.3
 DP1651'KM (26.9 MI) BEAR RIGHT (SOUTHWEST) ONTO US HIGHWAY 65 SOUTH / NORTH
 DP1651'CHESTNUT STREET AND TRAVEL 2.0 KM (1.2 MI) BEAR RIGHT (SOUTHWEST) ONTO
 DP1651'US HIGHWAY 65 / BAYOU DRIVE AND TRAVEL 1.0 KM (0.6 MI) KEEP STRAIGHT
 DP1651'(SOUTHWEST) ONTO US HIGHWAY 65 SOUTH AND TRAVEL 1.1 KM (0.7 MI) TAKE
 DP1651'RAMP LEFT FOR I-20 EAST AND TRAVEL 30.8 KM (19.1 MI) AT EXIT 1B, TAKE
 DP1651'RAMP RIGHT FOR US HIGHWAY 61 SOUTH TOWARD NATCHEZ AND TRAVEL 40.2 KM
 DP1651'(25.0 MI) KEEP STRAIGHT (SOUTHWEST) ONTO US HIGHWAY 61 AND TRAVEL 8.7
 DP1651'KM (5.4 MI) KEEP STRAIGHT (SOUTH) ONTO US HIGHWAY 61 SOUTH AND TRAVEL
 DP1651'53.2 KM (33.1 MI) TURN LEFT (SOUTHEAST) ONTO US HIGHWAY 84 EAST / US
 DP1651'HIGHWAY 98 EAST AND TRAVEL 9.9 KM (6.2 MI) TURN RIGHT (SOUTH) ONTO
 DP1651'CHANCE ROAD AND TRAVEL 0.3 KM (0.2 MI) BEAR LEFT (SOUTHEAST) ONTO OLD
 DP1651'HIGHWAY 84 3 AND TRAVEL 1.4 KM (0.9 MI) BEAR RIGHT (SOUTHEAST) ONTO
 DP1651'CRANFIELD ROAD AND TRAVEL 6.3 KM (3.9 MI) TURN LEFT (SOUTH) ONTO
 DP1651'FLEMING ROAD AND TRAVEL 1.3 KM (0.8 MI) STATION IS SOUTH-SOUTHWEST A
 DP1651'DISTANCE OF 300 M (984.2 FT) FROM ROAD.
 DP1651'
 DP1651'THE MARK IS A COE ALUMINUM DISK SET ATOP AN ALUMINUM ROD.  THE ROD IS
 DP1651'13.7 M (44.9 FT) IN LENGTH, DRIVEN TO REFUSAL.  THE MARK IS RECESSED
 DP1651'20 CM (8 INCHES) BELOW THE GROUND.  IT IS 5.5 M (18.0 FT) NORTHEAST OF
 DP1651'THE CENTERLINE OF THE LEVEE, 476.4 M (1563.0 FT) SOUTHEAST OF A CATTLE
 DP1651'GAP AND 588.0 M (1929.1 FT) NORTHWEST OF A CATTLE GAP.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DP1662 ***********************************************************************
 DP1662  DESIGNATION -  MRL R 6
 DP1662  PID         -  DP1662
 DP1662  STATE/COUNTY-  AR/DESHA
 DP1662  COUNTRY     -  US
 DP1662  USGS QUAD   -  ARKANSAS CITY (2017)
 DP1662
 DP1662                         *CURRENT SURVEY CONTROL
 DP1662  ______________________________________________________________________
 DP1662* NAD 83(2011) POSITION- 33 35 28.65043(N) 091 14 06.94996(W)   ADJUSTED
 DP1662* NAD 83(2011) ELLIP HT-    22.429 (meters)        (09/15/17)   ADJUSTED
 DP1662* NAD 83(2011) EPOCH   -  2010.00
 DP1662* NAVD 88 ORTHO HEIGHT -    48.9   (meters)      160.    (feet) GPS OBS
 DP1662  ______________________________________________________________________
 DP1662  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DP1662  GEOID HEIGHT    -        -26.464 (meters)                     GEOID12A
 DP1662  GEOID HEIGHT    -        -26.454 (meters)                     GEOID18
 DP1662  NAD 83(2011) X  -   -114,654.748 (meters)                     COMP
 DP1662  NAD 83(2011) Y  - -5,317,256.874 (meters)                     COMP
 DP1662  NAD 83(2011) Z  -  3,508,785.799 (meters)                     COMP
 DP1662  LAPLACE CORR    -         -1.79  (seconds)                    DEFLEC18
 DP1662
 DP1662  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP1662  Standards:
 DP1662         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP1662            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP1662  -------------------------------------------------------------------
 DP1662  NETWORK    0.50   0.47           0.20   0.21   0.24      0.03008339
 DP1662  -------------------------------------------------------------------
 DP1662  Click here for local accuracies and other accuracy information.
 DP1662
 DP1662.The horizontal coordinates were established by GPS observations
 DP1662.and adjusted by the National Geodetic Survey in September 2017.
 DP1662
 DP1662.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP1662.been affixed to the stable North American tectonic plate. See 
 DP1662.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP1662
 DP1662.The horizontal coordinates are valid at the epoch date displayed above
 DP1662.which is a decimal equivalence of Year/Month/Day.
 DP1662
 DP1662.The orthometric height was determined by GPS observations and a
 DP1662.high-resolution geoid model.
 DP1662
 DP1662.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1662.GEOID18 height accuracy estimate available here.
 DP1662
 DP1662.Click photographs - Photos may exist for this station.
 DP1662
 DP1662.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP1662
 DP1662.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP1662
 DP1662.The ellipsoidal height was determined by GPS observations
 DP1662.and is referenced to NAD 83.
 DP1662
 DP1662. The following values were computed from the NAD 83(2011) position.
 DP1662
 DP1662;                    North         East     Units Scale Factor Converg.
 DP1662;SPC AR S     -   502,817.745   470,982.205   MT  0.99994818   +0 25 40.9
 DP1662;SPC AR S     - 1,649,661.22  1,545,214.12   sFT  0.99994818   +0 25 40.9
 DP1662;UTM  15      - 3,718,236.260   663,756.027   MT  0.99993060   +0 58 35.7
 DP1662
 DP1662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP1662!SPC AR S     -   0.99999648  x   0.99994818  =   0.99994466
 DP1662!UTM  15      -   0.99999648  x   0.99993060  =   0.99992708
 DP1662
 DP1662_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT6375618236(NAD 83)
 DP1662
 DP1662                          SUPERSEDED SURVEY CONTROL
 DP1662
 DP1662  NAD 83(2011)-  33 35 28.64979(N)    091 14 06.94974(W) AD(2010.00) 0
 DP1662  ELLIP H (08/11/14)   22.418  (m)                       GP(2010.00)    
 DP1662
 DP1662.Superseded values are not recommended for survey control.
 DP1662
 DP1662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1662.See file dsdata.pdf to determine how the superseded data were derived.
 DP1662
 DP1662_MARKER: DD = SURVEY DISK
 DP1662_SETTING: 2 = IMBEDDED OR DRIVEN IN THE GROUND
 DP1662_STAMPING: MRL-R-6
 DP1662_MARK LOGO: USACE
 DP1662_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP1662_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP1662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1662+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2012
 DP1662
 DP1662  HISTORY     - Date     Condition        Report By
 DP1662  HISTORY     - 20121001 MONUMENTED       SEAENG
 DP1662  HISTORY     - 20121203 GOOD             JMSM
 DP1662
 DP1662                          STATION DESCRIPTION
 DP1662
 DP1662'DESCRIBED BY JOHNSON-MCADAMS SURVEYING AND MAPPING 2012 (CW)
 DP1662'STATION IS LOCATED ABOUT 8.6 KM (5.3 MI) NORTH-NORTHWEST OF LUNA,
 DP1662'ARKANSAS, ABOUT 8.8 KM (5.5 MI) EAST-NORTHEAST OF MACON LAKE, ARKANSAS
 DP1662'AND ABOUT 12.1 KM (7.5 MI) SOUTHEAST OF HALLEY, ARKANSAS ON THE
 DP1662'MISSISSIPPI RIVER LEVEE.
 DP1662'
 DP1662'FROM THE INTERSECTION OF CROOKED BAYOU STREET AND SPRAGUE STREET IN
 DP1662'ARKANSAS CITY, AR.  DEPART STATE HIGHWAY 4 / DELTA QUEEN AVENUE TOWARD
 DP1662'WEATHERWOOD STREET (SOUTHWEST) AND TRAVEL 12.2 KM (7.6 MI) TURN LEFT
 DP1662'(SOUTH) ONTO STATE HIGHWAY 159 AND TRAVEL 8.0 KM (5.0 MI) KEEP
 DP1662'STRAIGHT (SOUTH) ONTO STATE HIGHWAY 35 AND TRAVEL 13.6 KM (8.5 MI)
 DP1662'BEAR RIGHT (SOUTHWEST) ONTO COUNTY ROAD 403 / LEVEE ROAD AND THEN
 DP1662'IMMEDIATELY BEAR RIGHT ONTO LEVEE ROAD NORTH AND TRAVEL 1.8 KM (1.1
 DP1662'MI) STATION IS EAST-SOUTHEAST A DISTANCE OF 1510 M (4954.1 FT) FROM
 DP1662'ROAD.
 DP1662'
 DP1662'THE MARK IS A COE ALUMINUM DISK SET ATOP AN ALUMINUM ROD.  THE ROD IS
 DP1662'15.2 M (49.9 FT) IN LENGTH, DRIVEN TO REFUSAL.  THE MARK IS RECESSED
 DP1662'20 CM (8 INCHES) BELOW THE GROUND.  IT IS 4.6 M (15.1 FT) EAST OF THE
 DP1662'CENTERLINE OF THE LEVEE, 52.1 M (170.9 FT) EAST OF THE EDGE OF THE
 DP1662'WOODS ON THE RIVER SIDE AND 91.4 M (299.9 FT) NORTHWEST OF THE EDGE OF
 DP1662'THE WOODS ON THE UPLAND SIDE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DP1663 ***********************************************************************
 DP1663  DESIGNATION -  MRL R 7
 DP1663  PID         -  DP1663
 DP1663  STATE/COUNTY-  AR/CHICOT
 DP1663  COUNTRY     -  US
 DP1663  USGS QUAD   -  ARKANSAS CITY (2017)
 DP1663
 DP1663                         *CURRENT SURVEY CONTROL
 DP1663  ______________________________________________________________________
 DP1663* NAD 83(2011) POSITION- 33 31 11.60228(N) 091 13 57.65427(W)   ADJUSTED
 DP1663* NAD 83(2011) ELLIP HT-    22.047 (meters)        (09/15/17)   ADJUSTED
 DP1663* NAD 83(2011) EPOCH   -  2010.00
 DP1663* NAVD 88 ORTHO HEIGHT -    48.5   (meters)      159.    (feet) GPS OBS
 DP1663  ______________________________________________________________________
 DP1663  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DP1663  GEOID HEIGHT    -        -26.444 (meters)                     GEOID12A
 DP1663  GEOID HEIGHT    -        -26.438 (meters)                     GEOID18
 DP1663  NAD 83(2011) X  -   -114,509.282 (meters)                     COMP
 DP1663  NAD 83(2011) Y  - -5,321,638.211 (meters)                     COMP
 DP1663  NAD 83(2011) Z  -  3,502,185.818 (meters)                     COMP
 DP1663  LAPLACE CORR    -         -1.78  (seconds)                    DEFLEC18
 DP1663
 DP1663  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP1663  Standards:
 DP1663         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP1663            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP1663  -------------------------------------------------------------------
 DP1663  NETWORK    0.48   0.53           0.19   0.20   0.27      0.01866313
 DP1663  -------------------------------------------------------------------
 DP1663  Click here for local accuracies and other accuracy information.
 DP1663
 DP1663.The horizontal coordinates were established by GPS observations
 DP1663.and adjusted by the National Geodetic Survey in September 2017.
 DP1663
 DP1663.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP1663.been affixed to the stable North American tectonic plate. See 
 DP1663.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP1663
 DP1663.The horizontal coordinates are valid at the epoch date displayed above
 DP1663.which is a decimal equivalence of Year/Month/Day.
 DP1663
 DP1663.The orthometric height was determined by GPS observations and a
 DP1663.high-resolution geoid model.
 DP1663
 DP1663.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1663.GEOID18 height accuracy estimate available here.
 DP1663
 DP1663.Click photographs - Photos may exist for this station.
 DP1663
 DP1663.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP1663
 DP1663.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP1663
 DP1663.The ellipsoidal height was determined by GPS observations
 DP1663.and is referenced to NAD 83.
 DP1663
 DP1663. The following values were computed from the NAD 83(2011) position.
 DP1663
 DP1663;                    North         East     Units Scale Factor Converg.
 DP1663;SPC AR S     -   494,900.593   471,281.230   MT  0.99995852   +0 25 46.1
 DP1663;SPC AR S     - 1,623,686.36  1,546,195.17   sFT  0.99995852   +0 25 46.1
 DP1663;UTM  15      - 3,710,322.501   664,130.702   MT  0.99993212   +0 58 34.2
 DP1663
 DP1663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP1663!SPC AR S     -   0.99999654  x   0.99995852  =   0.99995506
 DP1663!UTM  15      -   0.99999654  x   0.99993212  =   0.99992866
 DP1663
 DP1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT6413010322(NAD 83)
 DP1663
 DP1663                          SUPERSEDED SURVEY CONTROL
 DP1663
 DP1663  NAD 83(2011)-  33 31 11.60164(N)    091 13 57.65411(W) AD(2010.00) 0
 DP1663  ELLIP H (08/11/14)   22.034  (m)                       GP(2010.00)    
 DP1663
 DP1663.Superseded values are not recommended for survey control.
 DP1663
 DP1663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1663.See file dsdata.pdf to determine how the superseded data were derived.
 DP1663
 DP1663_MARKER: DD = SURVEY DISK
 DP1663_SETTING: 2 = IMBEDDED OR DRIVEN IN THE GROUND
 DP1663_STAMPING: MRL-R-7
 DP1663_MARK LOGO: USACE
 DP1663_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP1663_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP1663_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1663+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2013
 DP1663
 DP1663  HISTORY     - Date     Condition        Report By
 DP1663  HISTORY     - 20121001 MONUMENTED       SEAENG
 DP1663  HISTORY     - 20130206 GOOD             JMSM
 DP1663
 DP1663                          STATION DESCRIPTION
 DP1663
 DP1663'DESCRIBED BY JOHNSON-MCADAMS SURVEYING AND MAPPING 2013 (CW)
 DP1663'STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) WEST-NORTHWEST OF LUNA,
 DP1663'ARKANSAS, ABOUT 9.1 KM (5.7 MI) NORTHEAST OF LAKE VILLAGE, ARKANSAS
 DP1663'AND ABOUT 9.1 KM (5.7 MI) EAST-SOUTHEAST OF MACON LAKE, ARKANSAS ON
 DP1663'THE MISSISSIPPI RIVER LEVEE.
 DP1663'
 DP1663'FROM THE INTERSECTION OF CROOKED BAYOU STREET AND SPRAGUE STREET IN
 DP1663'ARKANSAS CITY, AR.  DEPART STATE HIGHWAY 4 / DELTA QUEEN AVENUE TOWARD
 DP1663'WEATHERWOOD STREET (SOUTHWEST) AND TRAVEL 12.2 KM (7.6 MI) TURN LEFT
 DP1663'(SOUTH) ONTO STATE HIGHWAY 159 AND TRAVEL 8.0 KM (5.0 MI) KEEP
 DP1663'STRAIGHT (SOUTH) ONTO STATE HIGHWAY 35 AND TRAVEL 3.1 KM (1.9 MI) TURN
 DP1663'RIGHT (WEST) ONTO ANTHRAX ROAD AND TRAVEL 1.3 KM (0.8 MI) KEEP
 DP1663'STRAIGHT (SOUTH) ONTO CEDAR ROAD AND TRAVEL 3.5 KM (2.2 MI) TURN RIGHT
 DP1663'(WEST) ONTO LEWIS ROAD AND TRAVEL 0.4 KM (0.2 MI) TURN LEFT
 DP1663'(SOUTHEAST) ONTO US HIGHWAY 65 SOUTH / US HIGHWAY 278 EAST / US 65
 DP1663'HIGHWAY NORTH AND TRAVEL 9.5 KM (5.9 MI) TURN LEFT (EAST) ONTO STATE
 DP1663'HIGHWAY 257 / AR 257 HIGHWAY AND TRAVEL 6.4 KM (4.0 MI) TURN LEFT
 DP1663'(NORTHEAST) ONTO STATE HIGHWAY 144 / STATE HIGHWAY 257 / AR 144
 DP1663'HIGHWAY NORTH AND TRAVEL 2.8 KM (1.7 MI) TURN LEFT (NORTH) ONTO PORTER
 DP1663'HILL ROAD AND TRAVEL 1.9 KM (1.2 MI) STATION IS NORTH-NORTHWEST A
 DP1663'DISTANCE OF 400 M (1312.3 FT) FROM ROAD.
 DP1663'
 DP1663'THE MARK IS A COE ALUMINUM DISK SET ATOP AN ALUMINUM ROD.  THE ROD IS
 DP1663'15.2 M (49.9 FT) IN LENGTH, DRIVEN TO REFUSAL.  THE MARK IS RECESSED
 DP1663'20 CM (8 INCHES) BELOW THE GROUND.  IT IS 4.6 M (15.1 FT) EAST OF THE
 DP1663'CENTERLINE OF THE LEVEE, 41.1 M (134.8 FT) EAST OF THE EDGE OF THE
 DP1663'WOODS ON THE RIVER SIDE AND 35.7 M (117.1 FT) WEST OF THE EDGE OF THE
 DP1663'WOODS ON THE UPLAND SIDE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DP1664 ***********************************************************************
 DP1664  DESIGNATION -  MRL R 8
 DP1664  PID         -  DP1664
 DP1664  STATE/COUNTY-  AR/CHICOT
 DP1664  COUNTRY     -  US
 DP1664  USGS QUAD   -  MACON LAKE (2017)
 DP1664
 DP1664                         *CURRENT SURVEY CONTROL
 DP1664  ______________________________________________________________________
 DP1664* NAD 83(2011) POSITION- 33 27 21.79589(N) 091 15 42.23557(W)   ADJUSTED
 DP1664* NAD 83(2011) ELLIP HT-    21.287 (meters)        (09/15/17)   ADJUSTED
 DP1664* NAD 83(2011) EPOCH   -  2010.00
 DP1664* NAVD 88 ORTHO HEIGHT -    47.6   (meters)      156.    (feet) GPS OBS
 DP1664  ______________________________________________________________________
 DP1664  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DP1664  GEOID HEIGHT    -        -26.363 (meters)                     GEOID12A
 DP1664  GEOID HEIGHT    -        -26.360 (meters)                     GEOID18
 DP1664  NAD 83(2011) X  -   -117,293.475 (meters)                     COMP
 DP1664  NAD 83(2011) Y  - -5,325,484.460 (meters)                     COMP
 DP1664  NAD 83(2011) Z  -  3,496,280.519 (meters)                     COMP
 DP1664  LAPLACE CORR    -         -2.20  (seconds)                    DEFLEC18
 DP1664
 DP1664  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP1664  Standards:
 DP1664         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP1664            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP1664  -------------------------------------------------------------------
 DP1664  NETWORK    0.54   0.73           0.21   0.23   0.37      0.00475519
 DP1664  -------------------------------------------------------------------
 DP1664  Click here for local accuracies and other accuracy information.
 DP1664
 DP1664.The horizontal coordinates were established by GPS observations
 DP1664.and adjusted by the National Geodetic Survey in September 2017.
 DP1664
 DP1664.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP1664.been affixed to the stable North American tectonic plate. See 
 DP1664.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP1664
 DP1664.The horizontal coordinates are valid at the epoch date displayed above
 DP1664.which is a decimal equivalence of Year/Month/Day.
 DP1664
 DP1664.The orthometric height was determined by GPS observations and a
 DP1664.high-resolution geoid model.
 DP1664
 DP1664.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1664.GEOID18 height accuracy estimate available here.
 DP1664
 DP1664.Click photographs - Photos may exist for this station.
 DP1664
 DP1664.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP1664
 DP1664.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP1664
 DP1664.The ellipsoidal height was determined by GPS observations
 DP1664.and is referenced to NAD 83.
 DP1664
 DP1664. The following values were computed from the NAD 83(2011) position.
 DP1664
 DP1664;                    North         East     Units Scale Factor Converg.
 DP1664;SPC AR S     -   487,801.035   468,633.656   MT  0.99996906   +0 24 47.5
 DP1664;SPC AR S     - 1,600,393.90  1,537,508.92   sFT  0.99996906   +0 24 47.5
 DP1664;UTM  15      - 3,703,198.297   661,550.999   MT  0.99992177   +0 57 30.6
 DP1664
 DP1664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP1664!SPC AR S     -   0.99999666  x   0.99996906  =   0.99996572
 DP1664!UTM  15      -   0.99999666  x   0.99992177  =   0.99991843
 DP1664
 DP1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT6155003198(NAD 83)
 DP1664
 DP1664                          SUPERSEDED SURVEY CONTROL
 DP1664
 DP1664  NAD 83(2011)-  33 27 21.79524(N)    091 15 42.23542(W) AD(2010.00) 0
 DP1664  ELLIP H (08/11/14)   21.274  (m)                       GP(2010.00)    
 DP1664
 DP1664.Superseded values are not recommended for survey control.
 DP1664
 DP1664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1664.See file dsdata.pdf to determine how the superseded data were derived.
 DP1664
 DP1664_MARKER: DD = SURVEY DISK
 DP1664_SETTING: 2 = IMBEDDED OR DRIVEN IN THE GROUND
 DP1664_STAMPING: MRL-R-8
 DP1664_MARK LOGO: USACE
 DP1664_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP1664_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP1664_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1664+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2013
 DP1664
 DP1664  HISTORY     - Date     Condition        Report By
 DP1664  HISTORY     - 20121001 MONUMENTED       SEAENG
 DP1664  HISTORY     - 20130207 GOOD             JMSM
 DP1664
 DP1664                          STATION DESCRIPTION
 DP1664
 DP1664'DESCRIBED BY JOHNSON-MCADAMS SURVEYING AND MAPPING 2013 (CW)
 DP1664'STATION IS LOCATED ABOUT 6.6 KM (4.1 MI) EAST-NORTHEAST OF MACON LAKE,
 DP1664'ARKANSAS, ABOUT 9.7 KM (6.0 MI) NORTHWEST OF LUNA, ARKANSAS AND ABOUT
 DP1664'10.6 KM (6.6 MI) SOUTHEAST OF HALLEY, ARKANSAS ON THE MISSISSIPPI
 DP1664'RIVER LEVEE.
 DP1664'
 DP1664'FROM THE INTERSECTION OF STATE HIGHWAY 144 AND LUNA LANDING ROAD IN
 DP1664'LUNA, AR.  DEPART LUNA LANDING ROAD TOWARD LEVEE ROAD NORTH
 DP1664'(NORTHEAST) AND TRAVEL 0.7 KM (0.4 MI) TURN LEFT (NORTH) TO STAY ON
 DP1664'LUNA LANDING ROAD AND TRAVEL 0.09 KM (0.06 MI) BEAR LEFT (NORTHWEST)
 DP1664'ONTO LEVEE ROAD NORTH AND TRAVEL 5.1 KM (3.2 MI) KEEP LEFT (WEST) TO
 DP1664'STAY ON LEVEE ROAD NORTH AND TRAVEL 2.6 KM (1.6 MI) TURN RIGHT (NORTH)
 DP1664'TO STAY ON LEVEE ROAD NORTH AND TRAVEL 4.3 KM (2.7 MI) ARRIVE AT
 DP1664'STATION.
 DP1664'
 DP1664'THE MARK IS A COE ALUMINUM DISK SET ATOP AN ALUMINUM ROD.  THE ROD IS
 DP1664'24.4 M (80.1 FT) IN LENGTH.  THE MARK IS RECESSED 20 CM (8 INCHES)
 DP1664'BELOW THE GROUND.  IT IS 4.6 M (15.1 FT) SOUTHEAST OF THE CENTERLINE
 DP1664'OF THE LEVEE, 86.0 M (282.2 FT) NORTHEAST OF LEVEE MARKER 1450 AND
 DP1664'136.2 M (446.8 FT) NORTHWEST OF THE EDGE OF THE WOODS ON THE UPLAND
 DP1664'SIDE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DP1665 ***********************************************************************
 DP1665  DESIGNATION -  MRL R 9
 DP1665  PID         -  DP1665
 DP1665  STATE/COUNTY-  AR/CHICOT
 DP1665  COUNTRY     -  US
 DP1665  USGS QUAD   -  LUNA (2017)
 DP1665
 DP1665                         *CURRENT SURVEY CONTROL
 DP1665  ______________________________________________________________________
 DP1665* NAD 83(2011) POSITION- 33 23 58.13263(N) 091 12 54.55587(W)   ADJUSTED
 DP1665* NAD 83(2011) ELLIP HT-    19.695 (meters)        (09/15/17)   ADJUSTED
 DP1665* NAD 83(2011) EPOCH   -  2010.00
 DP1665* NAVD 88 ORTHO HEIGHT -    46.1   (meters)      151.    (feet) GPS OBS
 DP1665  ______________________________________________________________________
 DP1665  NAVD 88 orthometric height was determined with geoid model    GEOID12A
 DP1665  GEOID HEIGHT    -        -26.376 (meters)                     GEOID12A
 DP1665  GEOID HEIGHT    -        -26.377 (meters)                     GEOID18
 DP1665  NAD 83(2011) X  -   -113,037.444 (meters)                     COMP
 DP1665  NAD 83(2011) Y  - -5,329,032.566 (meters)                     COMP
 DP1665  NAD 83(2011) Z  -  3,491,042.927 (meters)                     COMP
 DP1665  LAPLACE CORR    -         -1.98  (seconds)                    DEFLEC18
 DP1665
 DP1665  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP1665  Standards:
 DP1665         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP1665            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP1665  -------------------------------------------------------------------
 DP1665  NETWORK    0.50   0.63           0.20   0.21   0.32      0.02543962
 DP1665  -------------------------------------------------------------------
 DP1665  Click here for local accuracies and other accuracy information.
 DP1665
 DP1665.The horizontal coordinates were established by GPS observations
 DP1665.and adjusted by the National Geodetic Survey in September 2017.
 DP1665
 DP1665.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP1665.been affixed to the stable North American tectonic plate. See 
 DP1665.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DP1665
 DP1665.The horizontal coordinates are valid at the epoch date displayed above
 DP1665.which is a decimal equivalence of Year/Month/Day.
 DP1665
 DP1665.The orthometric height was determined by GPS observations and a
 DP1665.high-resolution geoid model.
 DP1665
 DP1665.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1665.GEOID18 height accuracy estimate available here.
 DP1665
 DP1665.Click photographs - Photos may exist for this station.
 DP1665
 DP1665.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DP1665
 DP1665.The Laplace correction was computed from DEFLEC18 derived deflections.
 DP1665
 DP1665.The ellipsoidal height was determined by GPS observations
 DP1665.and is referenced to NAD 83.
 DP1665
 DP1665. The following values were computed from the NAD 83(2011) position.
 DP1665
 DP1665;                    North         East     Units Scale Factor Converg.
 DP1665;SPC AR S     -   481,558.950   473,011.810   MT  0.99997943   +0 26 21.4
 DP1665;SPC AR S     - 1,579,914.66  1,551,872.91   sFT  0.99997943   +0 26 21.4
 DP1665;UTM  15      - 3,696,998.362   665,988.071   MT  0.99993969   +0 58 57.8
 DP1665
 DP1665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP1665!SPC AR S     -   0.99999691  x   0.99997943  =   0.99997634
 DP1665!UTM  15      -   0.99999691  x   0.99993969  =   0.99993660
 DP1665
 DP1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS6598896998(NAD 83)
 DP1665
 DP1665                          SUPERSEDED SURVEY CONTROL
 DP1665
 DP1665  NAD 83(2011)-  33 23 58.13196(N)    091 12 54.55573(W) AD(2010.00) 0
 DP1665  ELLIP H (08/11/14)   19.685  (m)                       GP(2010.00)    
 DP1665
 DP1665.Superseded values are not recommended for survey control.
 DP1665
 DP1665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP1665.See file dsdata.pdf to determine how the superseded data were derived.
 DP1665
 DP1665_MARKER: DD = SURVEY DISK
 DP1665_SETTING: 2 = IMBEDDED OR DRIVEN IN THE GROUND
 DP1665_STAMPING: MRL-R-9
 DP1665_MARK LOGO: USACE
 DP1665_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP1665_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP1665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1665+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2013
 DP1665
 DP1665  HISTORY     - Date     Condition        Report By
 DP1665  HISTORY     - 20121001 MONUMENTED       SEAENG
 DP1665  HISTORY     - 20130207 GOOD             JMSM
 DP1665
 DP1665                          STATION DESCRIPTION
 DP1665
 DP1665'DESCRIBED BY JOHNSON-MCADAMS SURVEYING AND MAPPING 2013 (CW)
 DP1665'STATION IS LOCATED ABOUT 2.1 KM (1.3 MI) NORTH-NORTHWEST OF LUNA,
 DP1665'ARKANSAS, ABOUT 10.0 KM (6.2 MI) NORTHEAST OF LAKE VILLAGE, ARKANSAS
 DP1665'AND ABOUT 10.6 KM (6.6 MI) EAST-SOUTHEAST OF MACON LAKE, ARKANSAS ON
 DP1665'THE MISSISSIPPI RIVER LEVEE.
 DP1665'
 DP1665'FROM THE INTERSECTION OF STATE HIGHWAY 144 AND LUNA LANDING ROAD IN
 DP1665'LUNA, AR.  DEPART LUNA LANDING ROAD TOWARD LEVEE ROAD NORTH
 DP1665'(NORTHEAST) AND TRAVEL 0.7 KM (0.4 MI) TURN LEFT (NORTH) TO STAY ON
 DP1665'LUNA LANDING ROAD AND TRAVEL 0.09 KM (0.06 MI) BEAR LEFT (NORTHWEST)
 DP1665'ONTO LEVEE ROAD NORTH AND TRAVEL 2.1 KM (1.3 MI) ARRIVE AT STATION.
 DP1665'
 DP1665'THE MARK IS A COE ALUMINUM DISK SET ATOP AN ALUMINUM ROD.  THE ROD IS
 DP1665'21.3 M (69.9 FT) IN LENGTH, DRIVEN TO REFUSAL.  THE MARK IS RECESSED
 DP1665'20 CM (8 INCHES) BELOW THE GROUND.  IT IS 4.6 M (15.1 FT) NORTHEAST OF
 DP1665'THE CENTERLINE OF THE LEVEE, 256.0 M (839.9 FT) NORTHEAST OF THE EDGE
 DP1665'OF THE WOODS ON THE RIVER SIDE AND 160.0 M (524.9 FT) SOUTHWEST OF THE
 DP1665'EDGE OF THE WOODS ON THE UPLAND SIDE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DE9672 ***********************************************************************
 DE9672  DESIGNATION -  MSRVR 02
 DE9672  PID         -  DE9672
 DE9672  STATE/COUNTY-  AR/MISSISSIPPI
 DE9672  COUNTRY     -  US
 DE9672  USGS QUAD   -  LUXORA (2017)
 DE9672
 DE9672                         *CURRENT SURVEY CONTROL
 DE9672  ______________________________________________________________________
 DE9672* NAD 83(2011) POSITION- 35 45 21.98235(N) 089 57 16.17671(W)   ADJUSTED
 DE9672* NAD 83(2011) ELLIP HT-    46.003 (meters)        (06/27/12)   ADJUSTED
 DE9672* NAD 83(2011) EPOCH   -  2010.00
 DE9672* NAVD 88 ORTHO HEIGHT -    73.794 (meters)      242.11  (feet) ADJUSTED
 DE9672  ______________________________________________________________________
 DE9672  GEOID HEIGHT    -        -27.764 (meters)                     GEOID18
 DE9672  NAD 83(2011) X  -      4,115.657 (meters)                     COMP
 DE9672  NAD 83(2011) Y  - -5,181,894.275 (meters)                     COMP
 DE9672  NAD 83(2011) Z  -  3,706,291.425 (meters)                     COMP
 DE9672  LAPLACE CORR    -          0.61  (seconds)                    DEFLEC18
 DE9672  DYNAMIC HEIGHT  -         73.732 (meters)      241.90  (feet) COMP
 DE9672  MODELED GRAVITY -    979,785.8   (mgal)                       NAVD 88
 DE9672
 DE9672  VERT ORDER      -  FIRST     CLASS II
 DE9672
 DE9672  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE9672  Standards:
 DE9672         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE9672            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE9672  -------------------------------------------------------------------
 DE9672  NETWORK    0.76   1.25           0.35   0.25   0.64      0.03035455
 DE9672  -------------------------------------------------------------------
 DE9672  Click here for local accuracies and other accuracy information.
 DE9672
 DE9672.The horizontal coordinates were established by GPS observations
 DE9672.and adjusted by the National Geodetic Survey in June 2012.
 DE9672
 DE9672.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE9672.been affixed to the stable North American tectonic plate. See 
 DE9672.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE9672
 DE9672.The horizontal coordinates are valid at the epoch date displayed above
 DE9672.which is a decimal equivalence of Year/Month/Day.
 DE9672
 DE9672.The orthometric height was determined by differential leveling and
 DE9672.adjusted by the NATIONAL GEODETIC SURVEY
 DE9672.in June 2020.
 DE9672
 DE9672.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9672.GEOID18 height accuracy estimate available here.
 DE9672
 DE9672.Click photographs - Photos may exist for this station.
 DE9672
 DE9672.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9672
 DE9672.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE9672
 DE9672.The ellipsoidal height was determined by GPS observations
 DE9672.and is referenced to NAD 83.
 DE9672
 DE9672.The dynamic height is computed by dividing the NAVD 88
 DE9672.geopotential number by the normal gravity value computed on the
 DE9672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9672.degrees latitude (g = 980.6199 gals.).
 DE9672
 DE9672.The modeled gravity was interpolated from observed gravity values.
 DE9672
 DE9672. The following values were computed from the NAD 83(2011) position.
 DE9672
 DE9672;                    North         East     Units Scale Factor Converg.
 DE9672;SPC AR N     -   159,766.684   584,972.287   MT  0.99994042   +1 11 25.0
 DE9672;SPC AR N     -   524,167.86  1,919,196.58   sFT  0.99994042   +1 11 25.0
 DE9672;UTM  16      - 3,960,924.342   232,863.176   MT  1.00047946   -1 43 38.8
 DE9672;UTM  15      - 3,961,176.426   775,368.392   MT  1.00053450   +1 46 50.6
 DE9672
 DE9672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9672!SPC AR N     -   0.99999278  x   0.99994042  =   0.99993320
 DE9672!UTM  16      -   0.99999278  x   1.00047946  =   1.00047224
 DE9672!UTM  15      -   0.99999278  x   1.00053450  =   1.00052728
 DE9672
 DE9672_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3286360924(NAD 83)
 DE9672
 DE9672                          SUPERSEDED SURVEY CONTROL
 DE9672
 DE9672  NAD 83(2007)-  35 45 21.98239(N)    089 57 16.17768(W) AD(2002.00) 0
 DE9672  ELLIP H (02/10/07)   46.028  (m)                       GP(2002.00)    
 DE9672  NAD 83(1997)-  35 45 21.98183(N)    089 57 16.17818(W) AD(       ) 1
 DE9672  ELLIP H (01/24/03)   46.037  (m)                       GP(       ) 2 2
 DE9672  NAVD 88 (03/22/05)   73.78   (m)  GEOID03  model used  GPS OBS        
 DE9672  NAVD 88 (01/25/03)   73.72   (m)  UNKNOWN  model used  GPS OBS        
 DE9672  NAVD 88 (01/24/03)   73.73   (m)  GEOID99  model used  GPS OBS        
 DE9672
 DE9672.Superseded values are not recommended for survey control.
 DE9672
 DE9672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9672.See file dsdata.pdf to determine how the superseded data were derived.
 DE9672
 DE9672_MARKER: DD = SURVEY DISK
 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 - August 12, 2019
 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  HISTORY     - 20080625 GOOD             USACE
 DE9672  HISTORY     - 20190812 GOOD             ARHD
 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 NORTHEAST OF OSCEOLA.
 DE9672'
 DE9672'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 55 AND HWY
 DE9672'158 (EXIT 53) PROCEED EAST ALONG HWY 158 FOR 3.25 MILES TO THE
 DE9672'JUNCTION OF HWY 158 AND STATE ROAD 140 AND THE MARK ON THE LEFT.
 DE9672'
 DE9672'THE STATION IS LOCATED 58.6 FEET NORTH OF HWY 158. 21 FEET NORTH OF A
 DE9672'POWER POLE, 1.5 FEET EAST OF THE NORTH GUY WIRE.  MONUMENT IS A
 DE9672'MEMPHIS DISTRICT C.O.E. ALUMINUM CAP ON AN ALUMINUM ROD, DRIVEN TO A
 DE9672'DEPTH OF 19 FEET WITH ACCESS COVER AND PLATE SET IN CONCRETE.  ACCESS
 DE9672'COVER STAMPED MSRVR 02 2001, AND DISK STAMPED MSRVR 02 2001
 DE9672'3009900601.  CAP IS RECESSED 0.4 FEET.
 DE9672
 DE9672                          STATION RECOVERY (2003)
 DE9672
 DE9672'RECOVERY NOTE BY EMC INCORPORATED 2003 (MG)
 DE9672'RECOVERED AS DESCRIBED
 DE9672
 DE9672                          STATION RECOVERY (2008)
 DE9672
 DE9672'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2008 (DLB)
 DE9672'POWER POLE HAS BEEN REMOVED.MARK IS NOW IN CULTIVATED FIELD.
 DE9672
 DE9672                          STATION RECOVERY (2019)
 DE9672
 DE9672'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2019 (JDH)
 DE9672'RECOVERED IN GOOD CONDITION.
 DE9672'
 DE9672'NOTE-IT IS 23 FT (7.0 M) NORTHEAST OF A NEW WITNESS POST AND 29 FT
 DE9672'(8.8 M) NORTHEAST OF THE EAST END OF AN 18 INCH (46 CM) METAL CULVERT.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DE9673 ***********************************************************************
 DE9673  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9673  DESIGNATION -  MSRVR 03
 DE9673  PID         -  DE9673
 DE9673  STATE/COUNTY-  AR/MISSISSIPPI
 DE9673  COUNTRY     -  US
 DE9673  USGS QUAD   -  BLYTHEVILLE (2017)
 DE9673
 DE9673                         *CURRENT SURVEY CONTROL
 DE9673  ______________________________________________________________________
 DE9673* NAD 83(2011) POSITION- 35 53 07.99257(N) 089 55 17.39973(W)   ADJUSTED
 DE9673* NAD 83(2011) ELLIP HT-    49.181 (meters)        (06/27/12)   ADJUSTED
 DE9673* NAD 83(2011) EPOCH   -  2010.00
 DE9673* NAVD 88 ORTHO HEIGHT -    77.19  (meters)      253.2   (feet) GPS OBS
 DE9673  ______________________________________________________________________
 DE9673  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DE9673  GEOID HEIGHT    -        -27.964 (meters)                     GEOID03
 DE9673  GEOID HEIGHT    -        -28.013 (meters)                     GEOID18
 DE9673  NAD 83(2011) X  -      7,088.121 (meters)                     COMP
 DE9673  NAD 83(2011) Y  - -5,173,487.640 (meters)                     COMP
 DE9673  NAD 83(2011) Z  -  3,717,939.553 (meters)                     COMP
 DE9673  LAPLACE CORR    -          0.16  (seconds)                    DEFLEC18
 DE9673
 DE9673  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE9673  Standards:
 DE9673         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE9673            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE9673  -------------------------------------------------------------------
 DE9673  NETWORK    0.52   0.84           0.23   0.19   0.43      0.10561638
 DE9673  -------------------------------------------------------------------
 DE9673  Click here for local accuracies and other accuracy information.
 DE9673
 DE9673.The horizontal coordinates were established by GPS observations
 DE9673.and adjusted by the National Geodetic Survey in June 2012.
 DE9673
 DE9673.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE9673.been affixed to the stable North American tectonic plate. See 
 DE9673.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE9673
 DE9673.The horizontal coordinates are valid at the epoch date displayed above
 DE9673.which is a decimal equivalence of Year/Month/Day.
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9673.GEOID18 height accuracy estimate available here.
 DE9673
 DE9673.Click photographs - Photos may exist for this station.
 DE9673
 DE9673.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9673
 DE9673.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE9673
 DE9673.The ellipsoidal height was determined by GPS observations
 DE9673.and is referenced to NAD 83.
 DE9673
 DE9673. The following values were computed from the NAD 83(2011) position.
 DE9673
 DE9673;                    North         East     Units Scale Factor Converg.
 DE9673;SPC AR N     -   174,188.082   587,652.260   MT  0.99994972   +1 12 34.1
 DE9673;SPC AR N     -   571,482.07  1,927,989.12   sFT  0.99994972   +1 12 34.1
 DE9673;UTM  16      - 3,975,197.944   236,276.191   MT  1.00045710   -1 42 48.5
 DE9673;UTM  15      - 3,975,633.449   777,900.402   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  =   1.00044938
 DE9673!UTM  15      -   0.99999228  x   1.00055174  =   1.00054402
 DE9673
 DE9673_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3627675197(NAD 83)
 DE9673
 DE9673                          SUPERSEDED SURVEY CONTROL
 DE9673
 DE9673  NAD 83(2007)-  35 53 07.99261(N)    089 55 17.40070(W) AD(2002.00) 0
 DE9673  ELLIP H (02/10/07)   49.205  (m)                       GP(2002.00)    
 DE9673  NAD 83(1997)-  35 53 07.99207(N)    089 55 17.40115(W) AD(       ) 1
 DE9673  ELLIP H (01/24/03)   49.212  (m)                       GP(       ) 2 2
 DE9673  NAVD 88 (01/25/03)   77.16   (m)  UNKNOWN  model used  GPS OBS        
 DE9673  NAVD 88 (01/24/03)   77.16   (m)  GEOID99  model used  GPS OBS        
 DE9673
 DE9673.Superseded values are not recommended for survey control.
 DE9673
 DE9673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9673.See file dsdata.pdf to determine how the superseded data were derived.
 DE9673
 DE9673_MARKER: DD = SURVEY DISK
 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 - September 25, 2019
 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  HISTORY     - 20080414 GOOD             USACE
 DE9673  HISTORY     - 20090728 GOOD             JMSM
 DE9673  HISTORY     - 20190925 GOOD             ARHD
 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 GOSNELL, AR.  7.1 MILES NORTHEAST OF DELL, ARK AND 0.40
 DE9673'MILES FROM THE INTERSECTION OF INTERSTATE 55 AND COUNTY ROAD 286
 DE9673'(EXIT 63)
 DE9673'
 DE9673'TO REACH THE STATION FROM THE INTERSECTION OF I-55 AND US HWY 61 (EXIT
 DE9673'63 SOUTH), EXIT RIGHT, GO 0.2 MILES TO INTERSECTION OF US HWY 61 AND
 DE9673'COUNTY ROAD 286.  CROSS US HWY 61, GOING SOUTH 0.2 MILES TO THE MARK
 DE9673'ON THE LEFT.
 DE9673'
 DE9673'THE STATION IS LOCATED ON COUNTY ROAD 286, PARALLELING I-55 SOUTH
 DE9673'BOUND.  61 FEET EAST OF A POWER POLE ON THE WEST SIDE OF COUNTY ROAD
 DE9673'286.  117 FEET SOUTHWEST OF A YIELD SIGN, AND 1 FOOT WEST OF A 4X4
 DE9673'INCH FENCE POST.  1 FOOT WEST OF A CARSONITE WITNESS POST.  THE MARK
 DE9673'IS A MEMPHIS C.O.E. ALUMINUM CAP ON AN ALUMINUM ROD, DRIVEN TO A DEPTH
 DE9673'OF 43 FEET, WITH AN ALUMINUM ACCESS COVER AND PLATE SET IN CONCRETE.
 DE9673'ACCESS COVER STAMPED MS RVR 03 2001, AND DISK IS STAMPED MS RVR 03
 DE9673'2001 3009900601.  DISK IS RECESSED 6 INCHES.
 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.
 DE9673
 DE9673                          STATION RECOVERY (2008)
 DE9673
 DE9673'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2008 (DLB)
 DE9673'RECOVERED IN GOOD CONDITION.
 DE9673
 DE9673                          STATION RECOVERY (2009)
 DE9673
 DE9673'RECOVERY NOTE BY JOHNSON-MCADAMS SURVEYING AND MAPPING 2009 (WJB)
 DE9673'RECOVERED IN GOOD CONDITION.
 DE9673
 DE9673                          STATION RECOVERY (2019)
 DE9673
 DE9673'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2019 (BAB)
 DE9673'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DE9705 ***********************************************************************
 DE9705  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9705  DESIGNATION -  MSRVR 04
 DE9705  PID         -  DE9705
 DE9705  STATE/COUNTY-  AR/MISSISSIPPI
 DE9705  COUNTRY     -  US
 DE9705  USGS QUAD   -  OPEN LAKE (2019)
 DE9705
 DE9705                         *CURRENT SURVEY CONTROL
 DE9705  ______________________________________________________________________
 DE9705* NAD 83(2011) POSITION- 35 50 37.33080(N) 089 44 26.69366(W)   ADJUSTED
 DE9705* NAD 83(2011) ELLIP HT-    50.423 (meters)        (06/27/12)   ADJUSTED
 DE9705* NAD 83(2011) EPOCH   -  2010.00
 DE9705* NAVD 88 ORTHO HEIGHT -    78.30  (meters)      256.9   (feet) GPS OBS
 DE9705  ______________________________________________________________________
 DE9705  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DE9705  GEOID HEIGHT    -        -27.825 (meters)                     GEOID03
 DE9705  GEOID HEIGHT    -        -27.881 (meters)                     GEOID18
 DE9705  NAD 83(2011) X  -     23,421.237 (meters)                     COMP
 DE9705  NAD 83(2011) Y  - -5,176,161.081 (meters)                     COMP
 DE9705  NAD 83(2011) Z  -  3,714,177.074 (meters)                     COMP
 DE9705  LAPLACE CORR    -          0.26  (seconds)                    DEFLEC18
 DE9705
 DE9705  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE9705  Standards:
 DE9705         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE9705            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE9705  -------------------------------------------------------------------
 DE9705  NETWORK    0.53   0.86           0.24   0.19   0.44      0.14141193
 DE9705  -------------------------------------------------------------------
 DE9705  Click here for local accuracies and other accuracy information.
 DE9705
 DE9705.The horizontal coordinates were established by GPS observations
 DE9705.and adjusted by the National Geodetic Survey in June 2012.
 DE9705
 DE9705.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE9705.been affixed to the stable North American tectonic plate. See 
 DE9705.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE9705
 DE9705.The horizontal coordinates are valid at the epoch date displayed above
 DE9705.which is a decimal equivalence of Year/Month/Day.
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9705.GEOID18 height accuracy estimate available here.
 DE9705
 DE9705.Click photographs - Photos may exist for this station.
 DE9705
 DE9705.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9705
 DE9705.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE9705
 DE9705.The ellipsoidal height was determined by GPS observations
 DE9705.and is referenced to NAD 83.
 DE9705
 DE9705. The following values were computed from the NAD 83(2011) position.
 DE9705
 DE9705;                    North         East     Units Scale Factor Converg.
 DE9705;SPC AR N     -   169,905.417   604,074.764   MT  0.99994616   +1 18 52.8
 DE9705;SPC AR N     -   557,431.36  1,981,868.62   sFT  0.99994616   +1 18 52.8
 DE9705;UTM  16      - 3,970,081.443   252,466.466   MT  1.00035509   -1 36 20.6
 DE9705
 DE9705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9705!SPC AR N     -   0.99999209  x   0.99994616  =   0.99993825
 DE9705!UTM  16      -   0.99999209  x   1.00035509  =   1.00034717
 DE9705
 DE9705_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE5246670081(NAD 83)
 DE9705
 DE9705                          SUPERSEDED SURVEY CONTROL
 DE9705
 DE9705  NAD 83(2007)-  35 50 37.33086(N)    089 44 26.69463(W) AD(2002.00) 0
 DE9705  ELLIP H (02/10/07)   50.448  (m)                       GP(2002.00)    
 DE9705  NAD 83(1997)-  35 50 37.33039(N)    089 44 26.69489(W) AD(       ) 1
 DE9705  ELLIP H (01/24/03)   50.452  (m)                       GP(       ) 2 2
 DE9705  NAVD 88 (01/25/03)   78.28   (m)  UNKNOWN  model used  GPS OBS        
 DE9705  NAVD 88 (01/24/03)   78.28   (m)  GEOID99  model used  GPS OBS        
 DE9705
 DE9705.Superseded values are not recommended for survey control.
 DE9705
 DE9705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9705.See file dsdata.pdf to determine how the superseded data were derived.
 DE9705
 DE9705_MARKER: DD = SURVEY DISK
 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  HISTORY     - 20050509 GOOD             USACE
 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 ARMOREL, AR.  11.6 MILES EAST OF BLYTHEVILLE, AR.
 DE9705'11.3 MILES WEST OF BURDETTE, AR.
 DE9705'
 DE9705'TO REACH THE STATION FROM I-55 (EXIT 67)  IN BLYTHEVILLE, PROCEED EAST
 DE9705'ON SR 18/ SR 151 FOR 1.1 MILES TO THE INTERSECTION OF SR 18 AND SR 151
 DE9705'ON RIGHT.  PROCEED SOUTH ON SR 151 FOR 5.8 MILES TO THE INTERSECTION
 DE9705'OF SR 151 AND E CR 330.  PROCEED EAST ON E CR 330 FOR 2.6 MILES TO THE
 DE9705'INTERSECTION OF E CR 330 AND N CR 919.  PROCEED SOUTH ON N CR 919 FOR
 DE9705'1.1 MILES TO THE JUNCTION OF E CR 362 AND E CR 430.  GO SOUTH ON E CR
 DE9705'430 FOR 0.3 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 DEPTH OF 67 FEET, WITH AN ALUMINUM ACCESS
 DE9705'COVER AND PLATE, SET IN CONCRETE.  ACCESS COVER STAMPED MSRVR 04 2001,
 DE9705'AND DISK STAMPED MSRVR 04 2001 3009900601.  DISK RECESSED 0.4 FEET.
 DE9705'MARK IS 16.5 FEET EAST OF CENTERLINE OF CR 430, 1.0 FOOT SOUTHWEST OF
 DE9705'PHONE CABLE POST, AND 4.8 FEET SOUTHWEST OF A WITNESS POST.
 DE9705
 DE9705                          STATION RECOVERY (2005)
 DE9705
 DE9705'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (JMH)
 DE9705'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FH0933 ***********************************************************************
 FH0933  DESIGNATION -  MT GAYLER OBSERVATION TOWER
 FH0933  PID         -  FH0933
 FH0933  STATE/COUNTY-  AR/CRAWFORD
 FH0933  COUNTRY     -  US
 FH0933  USGS QUAD   -  BRENTWOOD (2017)
 FH0933
 FH0933                         *CURRENT SURVEY CONTROL
 FH0933  ______________________________________________________________________
 FH0933* NAD 83(1997) POSITION- 35 45 03.73585(N) 094 06 52.95726(W)   ADJUSTED
 FH0933  ______________________________________________________________________
 FH0933  GEOID HEIGHT    -        -28.322 (meters)                     GEOID18
 FH0933  LAPLACE CORR    -         -0.32  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0933.GEOID18 height accuracy estimate available here.
 FH0933
 FH0933.Click photographs - Photos may exist for this station.
 FH0933
 FH0933.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH0933
 FH0933. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9921656908(NAD 83)
 FH0933
 FH0933                          SUPERSEDED SURVEY CONTROL
 FH0933
 FH0933  NAD 83(1993)-  35 45 03.74603(N)    094 06 52.95654(W) AD(       ) 3
 FH0933  NAD 83(1986)-  35 45 03.74371(N)    094 06 52.95273(W) AD(       ) 3
 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
 FH0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0933.See file dsdata.pdf to determine how the superseded data were derived.
 FH0933
 FH0933_MARKER: 55 = TOWER
 FH0933_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH0933+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2009
 FH0933
 FH0933  HISTORY     - Date     Condition        Report By
 FH0933  HISTORY     - 1971     FIRST OBSERVED   NGS
 FH0933  HISTORY     - 1989     GOOD             USPSQD
 FH0933  HISTORY     - 20090601 GOOD             GEOCAC
 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.
 FH0933
 FH0933                          STATION RECOVERY (2009)
 FH0933
 FH0933'RECOVERY NOTE BY GEOCACHING 2009 (JA)
 FH0933'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL1373 ***********************************************************************
 DL1373  DESIGNATION -  MT HOLLY
 DL1373  PID         -  DL1373
 DL1373  STATE/COUNTY-  AR/UNION
 DL1373  COUNTRY     -  US
 DL1373  USGS QUAD   -  MOUNT HOLLY (2017)
 DL1373
 DL1373                         *CURRENT SURVEY CONTROL
 DL1373  ______________________________________________________________________
 DL1373* NAD 83(1997) POSITION- 33 18 52.21850(N) 092 57 22.88032(W)   ADJUSTED
 DL1373* NAVD 88 ORTHO HEIGHT -    87.7   (meters)      288.    (feet) VERTCON3
 DL1373  ______________________________________________________________________
 DL1373  GEOID HEIGHT    -        -26.312 (meters)                     GEOID18
 DL1373  LAPLACE CORR    -          0.56  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1373.GEOID18 height accuracy estimate available here.
 DL1373
 DL1373.Click photographs - Photos may exist for this station.
 DL1373
 DL1373.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1373
 DL1373. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS0406286154(NAD 83)
 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(1993)-  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
 DL1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1373.See file dsdata.pdf to determine how the superseded data were derived.
 DL1373
 DL1373_MARKER: DS = TRIANGULATION STATION DISK
 DL1373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1373_STAMPING: MT HOLLY 1941
 DL1373_MARK LOGO: CGS
 DL1373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1373+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1374 ***********************************************************************
 DL1374  DESIGNATION -  MT HOLLY RM A
 DL1374  PID         -  DL1374
 DL1374  STATE/COUNTY-  AR/UNION
 DL1374  COUNTRY     -  US
 DL1374  USGS QUAD   -  MOUNT HOLLY (2017)
 DL1374
 DL1374                         *CURRENT SURVEY CONTROL
 DL1374  ______________________________________________________________________
 DL1374* NAD 83(1997) POSITION- 33 18 51.94775(N) 092 57 23.91558(W)   ADJUSTED
 DL1374* NAVD 88 ORTHO HEIGHT -    86.6   (meters)      284.    (feet) VERTCON3
 DL1374  ______________________________________________________________________
 DL1374  GEOID HEIGHT    -        -26.312 (meters)                     GEOID18
 DL1374  LAPLACE CORR    -          0.56  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1374.GEOID18 height accuracy estimate available here.
 DL1374
 DL1374.Click photographs - Photos may exist for this station.
 DL1374
 DL1374.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1374
 DL1374. The following values were computed from the NAD 83(1997) position.
 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  =   0.99959075
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS0403586146(NAD 83)
 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(1993)-  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
 DL1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1374.See file dsdata.pdf to determine how the superseded data were derived.
 DL1374
 DL1374_MARKER: DS = TRIANGULATION STATION DISK
 DL1374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1374_STAMPING: MT HOLLY RM A 1965
 DL1374_MARK LOGO: CGS
 DL1374_PROJECTION: FLUSH
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ2035 ***********************************************************************
 EJ2035  DESIGNATION -  MT IDA RESET
 EJ2035  PID         -  EJ2035
 EJ2035  STATE/COUNTY-  AR/MONTGOMERY
 EJ2035  COUNTRY     -  US
 EJ2035  USGS QUAD   -  REED MOUNTAIN (2017)
 EJ2035
 EJ2035                         *CURRENT SURVEY CONTROL
 EJ2035  ______________________________________________________________________
 EJ2035* NAD 83(1997) POSITION- 34 32 38.55651(N) 093 36 56.14080(W)   ADJUSTED
 EJ2035* NAVD 88 ORTHO HEIGHT -   224.70  (+/-2cm)      737.2   (feet) VERTCON3
 EJ2035  ______________________________________________________________________
 EJ2035  GEOID HEIGHT    -        -28.462 (meters)                     GEOID18
 EJ2035  LAPLACE CORR    -          2.93  (seconds)                    DEFLEC18
 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
 EJ2035.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ2035.GEOID18 height accuracy estimate available here.
 EJ2035
 EJ2035.The vertical order pertains to the NGVD 29 superseded value.
 EJ2035
 EJ2035.Click photographs - Photos may exist for this station.
 EJ2035
 EJ2035.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ2035
 EJ2035. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 EJ2035:SPC AR S     -  MOUNT IDA MUNICIPAL TANK                 302 09 48.7
 EJ2035:UTM  15      -  MOUNT IDA MUNICIPAL TANK                 301 36 30.2
 EJ2035
 EJ2035_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU4351522653(NAD 83)
 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(1993)-  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             224.65   (m)          737.0    (f) LEVELING    3  
 EJ2035
 EJ2035.Superseded values are not recommended for survey control.
 EJ2035
 EJ2035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2035.See file dsdata.pdf to determine how the superseded data were derived.
 EJ2035
 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_PROJECTION: RECESSED 3 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ2039 ***********************************************************************
 EJ2039  DESIGNATION -  MUDDY
 EJ2039  PID         -  EJ2039
 EJ2039  STATE/COUNTY-  AR/MONTGOMERY
 EJ2039  COUNTRY     -  US
 EJ2039  USGS QUAD   -  SIMS (2017)
 EJ2039
 EJ2039                         *CURRENT SURVEY CONTROL
 EJ2039  ______________________________________________________________________
 EJ2039* NAD 83(1997) POSITION- 34 44 00.43025(N) 093 38 23.51108(W)   ADJUSTED
 EJ2039* NAVD 88 ORTHO HEIGHT -   550.0   (meters)     1804.    (feet) VERTCON3
 EJ2039  ______________________________________________________________________
 EJ2039  GEOID HEIGHT    -        -29.190 (meters)                     GEOID18
 EJ2039  LAPLACE CORR    -          4.57  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ2039.GEOID18 height accuracy estimate available here.
 EJ2039
 EJ2039.Click photographs - Photos may exist for this station.
 EJ2039
 EJ2039.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ2039
 EJ2039. The following values were computed from the NAD 83(1997) position.
 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;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     -   0.99991825  x   0.99999276  =   0.99991102
 EJ2039!UTM  15      -   0.99991825  x   0.99964229  =   0.99956057
 EJ2039
 EJ2039:                Primary Azimuth Mark                     Grid Az
 EJ2039:SPC AR S     -  MUDDY AZ MK                              087 36 32.4
 EJ2039:UTM  15      -  MUDDY AZ MK                              087 03 20.8
 EJ2039
 EJ2039_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU4142243671(NAD 83)
 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(1993)-  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
 EJ2039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2039.See file dsdata.pdf to determine how the superseded data were derived.
 EJ2039
 EJ2039_MARKER: DS = TRIANGULATION STATION DISK
 EJ2039_SETTING: 80 = SET IN A BOULDER
 EJ2039_STAMPING: MUDDY 1956
 EJ2039_MARK LOGO: CGS
 EJ2039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ2039+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FF2068 ***********************************************************************
 FF2068  DESIGNATION -  MUFF
 FF2068  PID         -  FF2068
 FF2068  STATE/COUNTY-  AR/CROSS
 FF2068  COUNTRY     -  US
 FF2068  USGS QUAD   -  PARKIN (2017)
 FF2068
 FF2068                         *CURRENT SURVEY CONTROL
 FF2068  ______________________________________________________________________
 FF2068* NAD 83(1997) POSITION- 35 16 11.77491(N) 090 36 01.95053(W)   ADJUSTED
 FF2068* NAVD 88 ORTHO HEIGHT -    63.    (meters)      207.    (feet) SCALED
 FF2068  ______________________________________________________________________
 FF2068  GEOID HEIGHT    -        -27.304 (meters)                     GEOID18
 FF2068  LAPLACE CORR    -         -0.49  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF2068.GEOID18 height accuracy estimate available here.
 FF2068
 FF2068.Click photographs - Photos may exist for this station.
 FF2068
 FF2068.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF2068
 FF2068. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999440  x   0.99995089  =   0.99994529
 FF2068!UTM  15      -   0.99999440  x   1.00018708  =   1.00018147
 FF2068
 FF2068:                Primary Azimuth Mark                     Grid Az
 FF2068:SPC AR N     -  GISECK                                   158 50 18.2
 FF2068:UTM  15      -  GISECK                                   158 16 00.0
 FF2068
 FF2068_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV1825405618(NAD 83)
 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(1995)-  35 16 11.77857(N)    090 36 01.94908(W) AD(       ) 1
 FF2068  NAD 83(1993)-  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
 FF2068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2068.See file dsdata.pdf to determine how the superseded data were derived.
 FF2068
 FF2068_MARKER: DS = TRIANGULATION STATION DISK
 FF2068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2068_STAMPING: MUFF 1954
 FF2068_MARK LOGO: CGS
 FF2068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF2068+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FH0945 ***********************************************************************
 FH0945  DESIGNATION -  MULBERRY N MUN TANK
 FH0945  PID         -  FH0945
 FH0945  STATE/COUNTY-  AR/CRAWFORD
 FH0945  COUNTRY     -  US
 FH0945  USGS QUAD   -  MOUNTAINBURG SE (2017)
 FH0945
 FH0945                         *CURRENT SURVEY CONTROL
 FH0945  ______________________________________________________________________
 FH0945* NAD 83(1997) POSITION- 35 30 33.69505(N) 094 03 09.85602(W)   ADJUSTED
 FH0945  ______________________________________________________________________
 FH0945  GEOID HEIGHT    -        -29.296 (meters)                     GEOID18
 FH0945  LAPLACE CORR    -          1.34  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0945.GEOID18 height accuracy estimate available here.
 FH0945
 FH0945.Click photographs - Photos may exist for this station.
 FH0945
 FH0945.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH0945
 FH0945. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV0453330040(NAD 83)
 FH0945
 FH0945                          SUPERSEDED SURVEY CONTROL
 FH0945
 FH0945  NAD 83(1993)-  35 30 33.70461(N)    094 03 09.85413(W) AD(       ) 3
 FH0945  NAD 83(1986)-  35 30 33.70340(N)    094 03 09.84951(W) AD(       ) 3
 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
 FH0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0945.See file dsdata.pdf to determine how the superseded data were derived.
 FH0945
 FH0945_MARKER: 53 = ELEVATED TANK
 FH0945_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH0945+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2008
 FH0945
 FH0945  HISTORY     - Date     Condition        Report By
 FH0945  HISTORY     - 1971     FIRST OBSERVED   NGS
 FH0945  HISTORY     - 20080625 GOOD             GEOCAC
 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.
 FH0945
 FH0945                          STATION RECOVERY (2008)
 FH0945
 FH0945'RECOVERY NOTE BY GEOCACHING 2008 (MM)
 FH0945'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0869 ***********************************************************************
 GF0869  DESIGNATION -  MUNDELL
 GF0869  PID         -  GF0869
 GF0869  STATE/COUNTY-  AR/CARROLL
 GF0869  COUNTRY     -  US
 GF0869  USGS QUAD   -  BEAVER (2017)
 GF0869
 GF0869                         *CURRENT SURVEY CONTROL
 GF0869  ______________________________________________________________________
 GF0869* NAD 83(1997) POSITION- 36 23 05.05257(N) 093 51 09.34447(W)   ADJUSTED
 GF0869* NAVD 88 ORTHO HEIGHT -   424.    (meters)     1391.    (feet) SCALED
 GF0869  ______________________________________________________________________
 GF0869  GEOID HEIGHT    -        -28.219 (meters)                     GEOID18
 GF0869  LAPLACE CORR    -         -0.33  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0869.GEOID18 height accuracy estimate available here.
 GF0869
 GF0869.Click photographs - Photos may exist for this station.
 GF0869
 GF0869.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0869
 GF0869. The following values were computed from the NAD 83(1997) position.
 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     -   0.99993787  x   1.00003344  =   0.99997131
 GF0869!SPC MO W     -   0.99993787  x   0.99998273  =   0.99992060
 GF0869!UTM  15      -   0.99993787  x   0.99967204  =   0.99960993
 GF0869
 GF0869:                Primary Azimuth Mark                     Grid Az
 GF0869:SPC AR N     -  MUNDELL AZ MK                            249 37 31.1
 GF0869:SPC MO W     -  MUNDELL AZ MK                            248 09 47.6
 GF0869:UTM  15      -  MUNDELL AZ MK                            249 03 11.0
 GF0869
 GF0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA2353126960(NAD 83)
 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(1993)-  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
 GF0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0869.See file dsdata.pdf to determine how the superseded data were derived.
 GF0869
 GF0869_MARKER: DS = TRIANGULATION STATION DISK
 GF0869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0869_STAMPING: MUNDELL 1961
 GF0869_MARK LOGO: CGS
 GF0869_PROJECTION: FLUSH
 GF0869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0869+STABILITY: SURFACE MOTION
 GF0869
 GF0869  HISTORY     - Date     Condition        Report By
 GF0869  HISTORY     - 1961     MONUMENTED       CGS
 GF0869  HISTORY     - 20071106 GOOD             GEOCAC
 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, T20N, R27W.  IT IS 22
 GF0869'FEET NORTH OF THE CENTERLINE OF A GRAVELED ROAD, 3 FEET SOUTH OF A
 GF0869'WITNESS POST AND WIRE FENCE AND 71 FEET EAST OF A 36 INCH OAK TREE
 GF0869'WITH A TRIANGULAR BLAZE ON THE SOUTHEAST SIDE.  THE MONUMENT IS FLUSH
 GF0869'AND THE DISK IS STAMPED MUNDELL 1961.
 GF0869'
 GF0869'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 62 AND CITY ROUTE 62 AT THE
 GF0869'WEST EDGE OF EUREKA SPRINGS, GO WESTERLY ON U.S. HIGHWAY 62 FOR 2.85
 GF0869'MILES TO A PAVED ROAD RIGHT AT SIGN LAKE LEATHERWOOD.  CONTINUE
 GF0869'WESTERLY ON HIGHWAY 62 FOR 1.1 MILES TO A GRAVELED ROAD LEFT AND SIGN
 GF0869'ON TREE 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 TRACTS.
 GF0869'KEEP LEFT AND CONTINUE SOUTHWESTERLY ON A GRAVELED ROAD (MAIN
 GF0869'TRAVELED) FOR 1.3 MILES TO A POINT WHERE MAIN ROAD CURVES LEFT AND A
 GF0869'SIDE ROAD RIGHT.  KEEP LEFT SOUTHWESTERLY, ON THE MAIN TRAVELED ROAD
 GF0869'FOR 0.75 MILE TO THE STATION ON THE RIGHT.
 GF0869'
 GF0869'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWESTERLY ON A
 GF0869'GRAVELED ROAD FOR 0.55 MILE TO A Y-FORK AND THE MARK ON THE RIGHT.
 GF0869'
 GF0869'REFERENCE MARK NO. 1 IS SET IN AN EAST-WEST FENCE LINE, 47 FEET
 GF0869'NORTHEAST OF POWER POLE NUMBER 307, AND 66 FEET SOUTHEAST OF THE
 GF0869'WITNESS POST.  THE MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED
 GF0869'MUNDELL NO 1 1961.
 GF0869'
 GF0869'REFERENCE MARK NO. 2 IS 6 INCHES SOUTH OF A WIRE FENCE, 68 FEET
 GF0869'SOUTHWEST OF THE WITNESS POST, 78 FEET NORTHWEST OF POWER POLE NUMBER
 GF0869'307 AND 16 FEET SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD.  THE
 GF0869'MONUMENT PROJECT 2 INCHES AND THE DISK IS STAMPED MUNDELL NO 2 1961.
 GF0869'
 GF0869'THE AZIMUTH MARK IS 2 FEET NORTHWEST OF A POWER POLE AND WITNESS POST,
 GF0869'55 FEET NORTHWEST OF THE CENTER OF A Y-INTERSECTION, 33 FEET NORTH OF
 GF0869'THE CENTERLINE OF A GRAVELED ROAD AND 13 FEET WEST OF THE CENTERLINE
 GF0869'OF A GRADED ROAD.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS
 GF0869'STAMPED MUNDELL 1961.
 GF0869'
 GF0869'NO MEASUREMENT BETWEEN R.M.S ROW OF TALL FENCE POST ON LINE.  HEIGHT
 GF0869'OF LIGHT ABOVE STATION MARK 1 METER.
 GF0869
 GF0869                          STATION RECOVERY (2007)
 GF0869
 GF0869'RECOVERY NOTE BY GEOCACHING 2007 (CB)
 GF0869'STATION IN GOOD SHAPE.  FOUND REFERENCE MARK 1 DISPLACED AND SIDEWAYS.
 GF0869'DID NOT FIND REFERENCE MARK 2 THIS DATE.  AZIMUTH MARK RECOVERED IN
 GF0869'GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH3012 ***********************************************************************
 EH3012  DESIGNATION -  MUNDELL 2
 EH3012  PID         -  EH3012
 EH3012  STATE/COUNTY-  AR/JEFFERSON
 EH3012  COUNTRY     -  US
 EH3012  USGS QUAD   -  PINEBERGEN (2017)
 EH3012
 EH3012                         *CURRENT SURVEY CONTROL
 EH3012  ______________________________________________________________________
 EH3012* NAD 83(1997) POSITION- 34 04 19.07818(N) 091 59 22.37659(W)   ADJUSTED
 EH3012* NAVD 88 ORTHO HEIGHT -    81.    (meters)      266.    (feet) SCALED
 EH3012  ______________________________________________________________________
 EH3012  GEOID HEIGHT    -        -25.838 (meters)                     GEOID18
 EH3012  LAPLACE CORR    -          0.37  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH3012.GEOID18 height accuracy estimate available here.
 EH3012
 EH3012.Click photographs - Photos may exist for this station.
 EH3012
 EH3012.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH3012
 EH3012. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999135  x   0.99991868  =   0.99991003
 EH3012!UTM  15      -   0.99999135  x   0.99970716  =   0.99969852
 EH3012
 EH3012:                Primary Azimuth Mark                     Grid Az
 EH3012:SPC AR S     -  MUNDELL 2 AZ MK                          335 07 49.6
 EH3012:UTM  15      -  MUNDELL 2 AZ MK                          334 34 12.6
 EH3012
 EH3012_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT9323670596(NAD 83)
 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
 EH3012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3012.See file dsdata.pdf to determine how the superseded data were derived.
 EH3012
 EH3012_MARKER: DS = TRIANGULATION STATION DISK
 EH3012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH3012_STAMPING: MUNDELL 2 1964
 EH3012_MARK LOGO: CGS
 EH3012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH3012+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ2009 ***********************************************************************
 EJ2009  DESIGNATION -  MURFREES
 EJ2009  PID         -  EJ2009
 EJ2009  STATE/COUNTY-  AR/PIKE
 EJ2009  COUNTRY     -  US
 EJ2009  USGS QUAD   -  MURFREESBORO (2017)
 EJ2009
 EJ2009                         *CURRENT SURVEY CONTROL
 EJ2009  ______________________________________________________________________
 EJ2009* NAD 83(1997) POSITION- 34 04 46.04563(N) 093 41 29.52637(W)   ADJUSTED
 EJ2009* NAVD 88 ORTHO HEIGHT -   144.4   (meters)      474.    (feet) VERTCON3
 EJ2009  ______________________________________________________________________
 EJ2009  GEOID HEIGHT    -        -27.337 (meters)                     GEOID18
 EJ2009  LAPLACE CORR    -          1.44  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ2009.GEOID18 height accuracy estimate available here.
 EJ2009
 EJ2009.Click photographs - Photos may exist for this station.
 EJ2009
 EJ2009.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ2009
 EJ2009. The following values were computed from the NAD 83(1997) position.
 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     -  MURFREES AZ MK                           352 21 19.9
 EJ2009:UTM  15      -  MURFREES AZ MK                           351 47 46.6
 EJ2009
 EJ2009_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT3619771181(NAD 83)
 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(1993)-  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
 EJ2009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2009.See file dsdata.pdf to determine how the superseded data were derived.
 EJ2009
 EJ2009_MARKER: DS = TRIANGULATION STATION DISK
 EJ2009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ2009_STAMPING: MURFREES 1957
 EJ2009_MARK LOGO: CGS
 EJ2009_PROJECTION: FLUSH
 EJ2009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ2009+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1367 ***********************************************************************
 DL1367  DESIGNATION -  MURPHY
 DL1367  PID         -  DL1367
 DL1367  STATE/COUNTY-  AR/UNION
 DL1367  COUNTRY     -  US
 DL1367  USGS QUAD   -  MARYSVILLE (2017)
 DL1367
 DL1367                         *CURRENT SURVEY CONTROL
 DL1367  ______________________________________________________________________
 DL1367* NAD 83(1997) POSITION- 33 14 01.09862(N) 092 56 27.42147(W)   ADJUSTED
 DL1367* NAVD 88 ORTHO HEIGHT -   115.6   (meters)      379.    (feet) VERTCON3
 DL1367  ______________________________________________________________________
 DL1367  GEOID HEIGHT    -        -26.302 (meters)                     GEOID18
 DL1367  LAPLACE CORR    -          0.26  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1367.GEOID18 height accuracy estimate available here.
 DL1367
 DL1367.Click photographs - Photos may exist for this station.
 DL1367
 DL1367.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1367
 DL1367. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 DL1367:SPC AR S     -  MT HOLLY RM A                            351 15 51.3
 DL1367:UTM  15      -  MT HOLLY RM A                            350 42 18.9
 DL1367
 DL1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS0550177190(NAD 83)
 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(1993)-  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
 DL1367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1367.See file dsdata.pdf to determine how the superseded data were derived.
 DL1367
 DL1367_MARKER: DS = TRIANGULATION STATION DISK
 DL1367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1367_STAMPING: MURPHY 1941
 DL1367_MARK LOGO: CGS
 DL1367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1367+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DL0725 ***********************************************************************
 DL0725  DESIGNATION -  MURPHY 1 BOLT
 DL0725  PID         -  DL0725
 DL0725  STATE/COUNTY-  AR/LAFAYETTE
 DL0725  COUNTRY     -  US
 DL0725  USGS QUAD   -  DODDRIDGE NE (2017)
 DL0725
 DL0725                         *CURRENT SURVEY CONTROL
 DL0725  ______________________________________________________________________
 DL0725* NAD 83(1986) POSITION- 33 08 34.57   (N) 093 45 30.33   (W)   HD_HELD1
 DL0725* NAVD 88 ORTHO HEIGHT -    63.924 (meters)      209.72  (feet) ADJUSTED
 DL0725  ______________________________________________________________________
 DL0725  GEOID HEIGHT    -        -26.569 (meters)                     GEOID18
 DL0725  DYNAMIC HEIGHT  -         63.854 (meters)      209.49  (feet) COMP
 DL0725  MODELED GRAVITY -    979,550.7   (mgal)                       NAVD 88
 DL0725
 DL0725  VERT ORDER      -  FIRST     CLASS II
 DL0725
 DL0725.The horizontal coordinates were determined by differentially corrected
 DL0725.hand held GPS observations or other comparable positioning techniques
 DL0725.and have an estimated accuracy of +/- 3 meters.
 DL0725
 DL0725.The orthometric height was determined by differential leveling and
 DL0725.adjusted by the NATIONAL GEODETIC SURVEY
 DL0725.in June 1991.
 DL0725
 DL0725.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0725.GEOID18 height accuracy estimate available here.
 DL0725
 DL0725.Click photographs - Photos may exist for this station.
 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     -   454,234.7     235,936.8     MT  (+/- 3 meters HH1 GPS) 
 DL0725
 DL0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS2926467389(NAD 83)
 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
 DL0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0725.See file dsdata.pdf to determine how the superseded data were derived.
 DL0725
 DL0725_MARKER: B = BOLT
 DL0725_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL0725_SP_SET: UNDERGROUND STONE
 DL0725_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0725
 DL0725  HISTORY     - Date     Condition        Report By
 DL0725  HISTORY     - UNK      MONUMENTED       USACE
 DL0725  HISTORY     - 1960     GOOD             CGS
 DL0725
 DL0725                          STATION DESCRIPTION
 DL0725
 DL0725'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DL0726 ***********************************************************************
 DL0726  DESIGNATION -  MURPHY 1 CAP
 DL0726  PID         -  DL0726
 DL0726  STATE/COUNTY-  AR/LAFAYETTE
 DL0726  COUNTRY     -  US
 DL0726  USGS QUAD   -  DODDRIDGE NE (2017)
 DL0726
 DL0726                         *CURRENT SURVEY CONTROL
 DL0726  ______________________________________________________________________
 DL0726* NAD 83(1986) POSITION- 33 08 34.57   (N) 093 45 30.33   (W)   HD_HELD1
 DL0726* NAVD 88 ORTHO HEIGHT -    65.154 (meters)      213.76  (feet) ADJUSTED
 DL0726  ______________________________________________________________________
 DL0726  GEOID HEIGHT    -        -26.569 (meters)                     GEOID18
 DL0726  DYNAMIC HEIGHT  -         65.084 (meters)      213.53  (feet) COMP
 DL0726  MODELED GRAVITY -    979,550.7   (mgal)                       NAVD 88
 DL0726
 DL0726  VERT ORDER      -  FIRST     CLASS II
 DL0726
 DL0726.The horizontal coordinates were determined by differentially corrected
 DL0726.hand held GPS observations or other comparable positioning techniques
 DL0726.and have an estimated accuracy of +/- 3 meters.
 DL0726
 DL0726.The orthometric height was determined by differential leveling and
 DL0726.adjusted by the NATIONAL GEODETIC SURVEY
 DL0726.in June 1991.
 DL0726
 DL0726.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0726.GEOID18 height accuracy estimate available here.
 DL0726
 DL0726.Click photographs - Photos may exist for this station.
 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     -   454,234.7     235,936.8     MT  (+/- 3 meters HH1 GPS) 
 DL0726
 DL0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS2926467389(NAD 83)
 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
 DL0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0726.See file dsdata.pdf to determine how the superseded data were derived.
 DL0726
 DL0726_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DL0726_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0726_MARK LOGO: USACE
 DL0726_PROJECTION: FLUSH
 DL0726_MAGNETIC: P = MARKER IS A STEEL PIPE
 DL0726_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0726
 DL0726  HISTORY     - Date     Condition        Report By
 DL0726  HISTORY     - UNK      MONUMENTED       USACE
 DL0726  HISTORY     - 1963     GOOD             CGS
 DL0726
 DL0726                          STATION DESCRIPTION
 DL0726
 DL0726'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DL0727 ***********************************************************************
 DL0727  DESIGNATION -  MURPHY 2 BOLT
 DL0727  PID         -  DL0727
 DL0727  STATE/COUNTY-  AR/LAFAYETTE
 DL0727  COUNTRY     -  US
 DL0727  USGS QUAD   -  DODDRIDGE NE (2017)
 DL0727
 DL0727                         *CURRENT SURVEY CONTROL
 DL0727  ______________________________________________________________________
 DL0727* NAD 83(1986) POSITION- 33 08 25.13   (N) 093 45 34.43   (W)   HD_HELD1
 DL0727* NAVD 88 ORTHO HEIGHT -    64.158 (meters)      210.49  (feet) ADJUSTED
 DL0727  ______________________________________________________________________
 DL0727  GEOID HEIGHT    -        -26.567 (meters)                     GEOID18
 DL0727  DYNAMIC HEIGHT  -         64.088 (meters)      210.26  (feet) COMP
 DL0727  MODELED GRAVITY -    979,550.5   (mgal)                       NAVD 88
 DL0727
 DL0727  VERT ORDER      -  FIRST     CLASS II
 DL0727
 DL0727.The horizontal coordinates were determined by differentially corrected
 DL0727.hand held GPS observations or other comparable positioning techniques
 DL0727.and have an estimated accuracy of +/- 3 meters.
 DL0727
 DL0727.The orthometric height was determined by differential leveling and
 DL0727.adjusted by the NATIONAL GEODETIC SURVEY
 DL0727.in June 1991.
 DL0727
 DL0727.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0727.GEOID18 height accuracy estimate available here.
 DL0727
 DL0727.Click photographs - Photos may exist for this station.
 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     -   453,945.7     235,825.5     MT  (+/- 3 meters HH1 GPS) 
 DL0727
 DL0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS2915667099(NAD 83)
 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
 DL0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0727.See file dsdata.pdf to determine how the superseded data were derived.
 DL0727
 DL0727_MARKER: B = BOLT
 DL0727_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL0727_SP_SET: UNDERGROUND STONE
 DL0727_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0727
 DL0727  HISTORY     - Date     Condition        Report By
 DL0727  HISTORY     - UNK      MONUMENTED       USACE
 DL0727  HISTORY     - 1960     GOOD             CGS
 DL0727
 DL0727                          STATION DESCRIPTION
 DL0727
 DL0727'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DL0728 ***********************************************************************
 DL0728  DESIGNATION -  MURPHY 2 CAP
 DL0728  PID         -  DL0728
 DL0728  STATE/COUNTY-  AR/LAFAYETTE
 DL0728  COUNTRY     -  US
 DL0728  USGS QUAD   -  DODDRIDGE NE (2017)
 DL0728
 DL0728                         *CURRENT SURVEY CONTROL
 DL0728  ______________________________________________________________________
 DL0728* NAD 83(1986) POSITION- 33 08 25.13   (N) 093 45 34.43   (W)   HD_HELD1
 DL0728* NAVD 88 ORTHO HEIGHT -    65.398 (meters)      214.56  (feet) ADJUSTED
 DL0728  ______________________________________________________________________
 DL0728  GEOID HEIGHT    -        -26.567 (meters)                     GEOID18
 DL0728  DYNAMIC HEIGHT  -         65.327 (meters)      214.33  (feet) COMP
 DL0728  MODELED GRAVITY -    979,550.5   (mgal)                       NAVD 88
 DL0728
 DL0728  VERT ORDER      -  FIRST     CLASS II
 DL0728
 DL0728.The horizontal coordinates were determined by differentially corrected
 DL0728.hand held GPS observations or other comparable positioning techniques
 DL0728.and have an estimated accuracy of +/- 3 meters.
 DL0728
 DL0728.The orthometric height was determined by differential leveling and
 DL0728.adjusted by the NATIONAL GEODETIC SURVEY
 DL0728.in June 1991.
 DL0728
 DL0728.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0728.GEOID18 height accuracy estimate available here.
 DL0728
 DL0728.Click photographs - Photos may exist for this station.
 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     -   453,945.7     235,825.5     MT  (+/- 3 meters HH1 GPS) 
 DL0728
 DL0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS2915667099(NAD 83)
 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
 DL0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0728.See file dsdata.pdf to determine how the superseded data were derived.
 DL0728
 DL0728_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DL0728_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0728_MARK LOGO: USACE
 DL0728_MAGNETIC: P = MARKER IS A STEEL PIPE
 DL0728_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0728
 DL0728  HISTORY     - Date     Condition        Report By
 DL0728  HISTORY     - UNK      MONUMENTED       USACE
 DL0728  HISTORY     - 1960     GOOD             CGS
 DL0728  HISTORY     - 1963     GOOD             CGS
 DL0728
 DL0728                          STATION DESCRIPTION
 DL0728
 DL0728'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1963
 DL0728'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR8562 ***********************************************************************
 DR8562  DESIGNATION -  MURRAY
 DR8562  PID         -  DR8562
 DR8562  STATE/COUNTY-  AR/FRANKLIN
 DR8562  COUNTRY     -  US
 DR8562  USGS QUAD   -  OZARK (2017)
 DR8562
 DR8562                         *CURRENT SURVEY CONTROL
 DR8562  ______________________________________________________________________
 DR8562* NAD 83(1986) POSITION- 35 29 07.4    (N) 093 49 55.7    (W)   HD_HELD2
 DR8562* NAVD 88 ORTHO HEIGHT -   130.538 (meters)      428.27  (feet) ADJUSTED
 DR8562  ______________________________________________________________________
 DR8562  GEOID HEIGHT    -        -29.247 (meters)                     GEOID18
 DR8562  DYNAMIC HEIGHT  -        130.418 (meters)      427.88  (feet) COMP
 DR8562  MODELED GRAVITY -    979,714.4   (mgal)                       NAVD 88
 DR8562
 DR8562  VERT ORDER      -  SECOND    CLASS I
 DR8562
 DR8562.The horizontal coordinates were established by autonomous hand held GPS
 DR8562.observations and have an estimated accuracy of +/- 10 meters.
 DR8562
 DR8562.The orthometric height was determined by differential leveling and
 DR8562.adjusted by the NATIONAL GEODETIC SURVEY
 DR8562.in February 2023.
 DR8562
 DR8562.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8562.GEOID18 height accuracy estimate available here.
 DR8562
 DR8562.Click photographs - Photos may exist for this station.
 DR8562
 DR8562.The dynamic height is computed by dividing the NAVD 88
 DR8562.geopotential number by the normal gravity value computed on the
 DR8562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR8562.degrees latitude (g = 980.6199 gals.).
 DR8562
 DR8562.The modeled gravity was interpolated from observed gravity values.
 DR8562
 DR8562;                    North         East    Units  Estimated Accuracy
 DR8562;SPC AR N     -   129,357.      233,761.      MT  (+/- 10 meters HH2 GPS)
 DR8562
 DR8562_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV2451627191(NAD 83)
 DR8562
 DR8562                          SUPERSEDED SURVEY CONTROL
 DR8562
 DR8562.No superseded survey control is available for this station.
 DR8562
 DR8562_MARKER: DD = SURVEY DISK
 DR8562_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DR8562_SP_SET: PARAPET WALL
 DR8562_STAMPING: MURRAY 2022
 DR8562_MARK LOGO: USACE
 DR8562_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR8562_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR8562_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR8562+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2022
 DR8562
 DR8562  HISTORY     - Date     Condition        Report By
 DR8562  HISTORY     - UNK      MONUMENTED       USACE
 DR8562  HISTORY     - 20221026 GOOD             ARHD
 DR8562
 DR8562                          STATION DESCRIPTION
 DR8562
 DR8562'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2022 (JDH)
 DR8562'THE MARK IS LOCATED ABOUT 6.4 MI (10.3 KM) SOUTHEAST OF CRAVENS, 6.1
 DR8562'MI (9.8 KM) SOUTH OF WATALULA AND IN THE TOWN OF OZARK, AR.
 DR8562'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR8562'
 DR8562'TO REACH FROM THE INTERSECTION OF US HIGHWAY 64 AND STATE HIGHWAY 23,
 DR8562'HEAD SOUTH ALONG HIGHWAY 23 FOR 0.15 MI (0.24 KM) TO THE STATION ON
 DR8562'THE LEFT, IN THE NORTHEAST CORNER OF THE BRIDGE.
 DR8562'
 DR8562'IT IS 14 FT (4.3 M) EAST OF HIGHWAY 23 CENTERLINE, 3FT (0.9M) NORTH OF
 DR8562'A GUARD RAIL.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1904 ***********************************************************************
 EJ1904  DESIGNATION -  MUSE
 EJ1904  PID         -  EJ1904
 EJ1904  STATE/COUNTY-  AR/SALINE
 EJ1904  COUNTRY     -  US
 EJ1904  USGS QUAD   -  PARON SW (2017)
 EJ1904
 EJ1904                         *CURRENT SURVEY CONTROL
 EJ1904  ______________________________________________________________________
 EJ1904* NAD 83(1997) POSITION- 34 47 25.11909(N) 092 54 05.47978(W)   ADJUSTED
 EJ1904* NAVD 88 ORTHO HEIGHT -    70.    (meters)      230.    (feet) SCALED
 EJ1904  ______________________________________________________________________
 EJ1904  GEOID HEIGHT    -        -27.718 (meters)                     GEOID18
 EJ1904  LAPLACE CORR    -          2.62  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1904.GEOID18 height accuracy estimate available here.
 EJ1904
 EJ1904.Click photographs - Photos may exist for this station.
 EJ1904
 EJ1904.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1904
 EJ1904. The following values were computed from the NAD 83(1997) position.
 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;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!UTM  15      -   0.99999336  x   0.99960100  =   0.99959437
 EJ1904
 EJ1904:                Primary Azimuth Mark                     Grid Az
 EJ1904:SPC AR S     -  GOOSEPOND 2                              184 01 44.2
 EJ1904:UTM  15      -  GOOSEPOND 2                              183 28 05.4
 EJ1904
 EJ1904_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU0900949794(NAD 83)
 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
 EJ1904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1904.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1904
 EJ1904_MARKER: DS = TRIANGULATION STATION DISK
 EJ1904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1904_STAMPING: MUSE 1963
 EJ1904_MARK LOGO: CGS
 EJ1904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1904+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2955 ***********************************************************************
 EH2955  DESIGNATION -  MUSSELL
 EH2955  PID         -  EH2955
 EH2955  STATE/COUNTY-  AR/PHILLIPS
 EH2955  COUNTRY     -  US
 EH2955  USGS QUAD   -  HENRICO NE (2017)
 EH2955
 EH2955                         *CURRENT SURVEY CONTROL
 EH2955  ______________________________________________________________________
 EH2955* NAD 83(1997) POSITION- 34 09 03.30245(N) 091 04 18.61927(W)   ADJUSTED
 EH2955* NAVD 88 ORTHO HEIGHT -    53.50  (+/-2cm)      175.5   (feet) VERTCON3
 EH2955  ______________________________________________________________________
 EH2955  GEOID HEIGHT    -        -26.543 (meters)                     GEOID18
 EH2955  LAPLACE CORR    -         -1.38  (seconds)                    DEFLEC18
 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
 EH2955.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2955.GEOID18 height accuracy estimate available here.
 EH2955
 EH2955.The vertical order pertains to the NGVD 29 superseded value.
 EH2955
 EH2955.Click photographs - Photos may exist for this station.
 EH2955
 EH2955.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2955
 EH2955. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT7775880569(NAD 83)
 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(1993)-  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              53.55   (m)          175.7    (f) LEVELING    3  
 EH2955
 EH2955.Superseded values are not recommended for survey control.
 EH2955
 EH2955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2955.See file dsdata.pdf to determine how the superseded data were derived.
 EH2955
 EH2955_MARKER: DS = TRIANGULATION STATION DISK
 EH2955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2955_STAMPING: MUSSELL 1964
 EH2955_MARK LOGO: CGS
 EH2955_PROJECTION: FLUSH
 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 - August 31, 2007
 EH2955
 EH2955  HISTORY     - Date     Condition        Report By
 EH2955  HISTORY     - 1964     MONUMENTED       CGS
 EH2955  HISTORY     - 20001011 GOOD             USACE
 EH2955  HISTORY     - 20070831 GOOD             USACE
 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 ARMY CORPS OF ENGINEERS 2000 (JMH)
 EH2955'RECOVERED IN GOOD CONDITION.
 EH2955
 EH2955                          STATION RECOVERY (2007)
 EH2955
 EH2955'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2007 (POP)
 EH2955'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GE0847 ***********************************************************************
 GE0847  DESIGNATION -  MYRTLE
 GE0847  PID         -  GE0847
 GE0847  STATE/COUNTY-  AR/RANDOLPH
 GE0847  COUNTRY     -  US
 GE0847  USGS QUAD   -  DALTON (2017)
 GE0847
 GE0847                         *CURRENT SURVEY CONTROL
 GE0847  ______________________________________________________________________
 GE0847* NAD 83(1997) POSITION- 36 29 31.75838(N) 091 12 52.72769(W)   ADJUSTED
 GE0847* NAVD 88 ORTHO HEIGHT -   155.    (meters)      509.    (feet) SCALED
 GE0847  ______________________________________________________________________
 GE0847  GEOID HEIGHT    -        -28.697 (meters)                     GEOID18
 GE0847  LAPLACE CORR    -         -2.32  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0847.GEOID18 height accuracy estimate available here.
 GE0847
 GE0847.Click photographs - Photos may exist for this station.
 GE0847
 GE0847.The Laplace correction was computed from DEFLEC18 derived deflections.
 GE0847
 GE0847. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 GE0847:SPC AR N     -  MYRTLE AZ MK                             089 51 14.9
 GE0847:SPC MO E     -  MYRTLE AZ MK                             090 44 10.2
 GE0847:UTM  15      -  MYRTLE AZ MK                             089 14 56.9
 GE0847
 GE0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA5991140019(NAD 83)
 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
 GE0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0847.See file dsdata.pdf to determine how the superseded data were derived.
 GE0847
 GE0847_MARKER: DS = TRIANGULATION STATION DISK
 GE0847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0847_STAMPING: MYRTLE 1955
 GE0847_MARK LOGO: CGS
 GE0847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0847+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0795 ***********************************************************************
 GF0795  DESIGNATION -  MYRTLE
 GF0795  PID         -  GF0795
 GF0795  STATE/COUNTY-  AR/BOONE
 GF0795  COUNTRY     -  US
 GF0795  USGS QUAD   -  BATAVIA (2017)
 GF0795
 GF0795                         *CURRENT SURVEY CONTROL
 GF0795  ______________________________________________________________________
 GF0795* NAD 83(1997) POSITION- 36 22 04.10592(N) 093 08 46.06082(W)   ADJUSTED
 GF0795* NAVD 88 ORTHO HEIGHT -   411.62  (+/-2cm)     1350.5   (feet) VERTCON3
 GF0795  ______________________________________________________________________
 GF0795  GEOID HEIGHT    -        -28.373 (meters)                     GEOID18
 GF0795  LAPLACE CORR    -         -0.66  (seconds)                    DEFLEC18
 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
 GF0795.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0795.GEOID18 height accuracy estimate available here.
 GF0795
 GF0795.The vertical order pertains to the NGVD 29 superseded value.
 GF0795
 GF0795.Click photographs - Photos may exist for this station.
 GF0795
 GF0795.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0795
 GF0795. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 GF0795:SPC AR N     -  MYRTLE AZ MK                             309 05 02.5
 GF0795:SPC MO C     -  MYRTLE AZ MK                             308 48 00.8
 GF0795:UTM  15      -  MYRTLE AZ MK                             308 30 13.4
 GF0795
 GF0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA8689124754(NAD 83)
 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             411.50   (m)         1350.1    (f) LEVELING    3  
 GF0795
 GF0795.Superseded values are not recommended for survey control.
 GF0795
 GF0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0795.See file dsdata.pdf to determine how the superseded data were derived.
 GF0795
 GF0795_MARKER: DS = TRIANGULATION STATION DISK
 GF0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0795_STAMPING: MYRTLE 1961
 GF0795_MARK LOGO: CGS
 GF0795_PROJECTION: FLUSH
 GF0795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0795+STABILITY: SURFACE MOTION
 GF0795_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0795+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2017
 GF0795
 GF0795  HISTORY     - Date     Condition        Report By
 GF0795  HISTORY     - 1961     MONUMENTED       CGS
 GF0795  HISTORY     - 20080301 GOOD             3001
 GF0795  HISTORY     - 20171215 GOOD             DEWDAV
 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.
 GF0795
 GF0795                          STATION RECOVERY (2008)
 GF0795
 GF0795'RECOVERY NOTE BY 3001, INC 2008 (JCP)
 GF0795'RECOVERED IN GOOD CONDITION.
 GF0795
 GF0795                          STATION RECOVERY (2017)
 GF0795
 GF0795'RECOVERY NOTE BY DEWBERRY DAVIS 2017 (GDS)
 GF0795'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0480 ***********************************************************************
 EJ0480  DESIGNATION -  N
 EJ0480  PID         -  EJ0480
 EJ0480  STATE/COUNTY-  AR/JEFFERSON
 EJ0480  COUNTRY     -  US
 EJ0480  USGS QUAD   -  PINE BLUFF (2017)
 EJ0480
 EJ0480                         *CURRENT SURVEY CONTROL
 EJ0480  ______________________________________________________________________
 EJ0480* NAD 83(1986) POSITION- 34 13 34.     (N) 092 00 38.     (W)   SCALED
 EJ0480* NAVD 88 ORTHO HEIGHT -    68.360 (meters)      224.28  (feet) ADJUSTED
 EJ0480  ______________________________________________________________________
 EJ0480  GEOID HEIGHT    -        -25.976 (meters)                     GEOID18
 EJ0480  DYNAMIC HEIGHT  -         68.294 (meters)      224.06  (feet) COMP
 EJ0480  MODELED GRAVITY -    979,667.2   (mgal)                       NAVD 88
 EJ0480
 EJ0480  VERT ORDER      -  FIRST     CLASS II
 EJ0480
 EJ0480.The horizontal coordinates were scaled from a map and have
 EJ0480.an estimated accuracy of +/- 6 seconds.
 EJ0480
 EJ0480.The orthometric height was determined by differential leveling and
 EJ0480.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0480.in September 2023.
 EJ0480
 EJ0480.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0480.GEOID18 height accuracy estimate available here.
 EJ0480
 EJ0480.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT911876(NAD 83)
 EJ0480
 EJ0480                          SUPERSEDED SURVEY CONTROL
 EJ0480
 EJ0480  NAVD 88 (06/15/91)   68.360  (m)          224.28   (f) SUPERSEDED  1 2
 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
 EJ0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0480.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0480
 EJ0480_MARKER: V = STONE MONUMENT
 EJ0480_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0480_MARK LOGO: CGS
 EJ0480_PROJECTION: FLUSH
 EJ0480_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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     - 1888     MONUMENTED       CGS
 EJ0480  HISTORY     - 1938     GOOD             CGS
 EJ0480  HISTORY     - 1984     GOOD             NGS
 EJ0480  HISTORY     - 1988     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 COAST AND GEODETIC SURVEY 1938
 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 (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 DEPARTMENT OF TRANSPORTATION 2006 (WDA)
 EJ0480'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GE0563 ***********************************************************************
 GE0563  DESIGNATION -  N 1
 GE0563  PID         -  GE0563
 GE0563  STATE/COUNTY-  AR/FULTON
 GE0563  COUNTRY     -  US
 GE0563  USGS QUAD   -  STUART (2017)
 GE0563
 GE0563                         *CURRENT SURVEY CONTROL
 GE0563  ______________________________________________________________________
 GE0563* NAD 83(1986) POSITION- 36 20 11.05   (N) 091 30 33.73   (W)   HD_HELD1
 GE0563* NAVD 88 ORTHO HEIGHT -   116.333 (meters)      381.67  (feet) ADJUSTED
 GE0563  ______________________________________________________________________
 GE0563  GEOID HEIGHT    -        -28.426 (meters)                     GEOID18
 GE0563  DYNAMIC HEIGHT  -        116.237 (meters)      381.35  (feet) COMP
 GE0563  MODELED GRAVITY -    979,806.2   (mgal)                       NAVD 88
 GE0563
 GE0563  VERT ORDER      -  FIRST     CLASS II
 GE0563
 GE0563.The horizontal coordinates were determined by differentially corrected
 GE0563.hand held GPS observations or other comparable positioning techniques
 GE0563.and have an estimated accuracy of +/- 3 meters.
 GE0563
 GE0563.The orthometric height was determined by differential leveling and
 GE0563.adjusted by the NATIONAL GEODETIC SURVEY
 GE0563.in June 1991.
 GE0563
 GE0563.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0563.GEOID18 height accuracy estimate available here.
 GE0563
 GE0563.Click photographs - Photos may exist for this station.
 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     -   222,342.9     444,049.2     MT  (+/- 3 meters HH1 GPS) 
 GE0563
 GE0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA3377822292(NAD 83)
 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
 GE0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0563.See file dsdata.pdf to determine how the superseded data were derived.
 GE0563
 GE0563_MARKER: DB = BENCH MARK DISK
 GE0563_SETTING: 66 = SET IN ROCK OUTCROP
 GE0563_STAMPING: N 1 1928
 GE0563_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0262 ***********************************************************************
 EJ0262  DESIGNATION -  N 10
 EJ0262  PID         -  EJ0262
 EJ0262  STATE/COUNTY-  AR/PULASKI
 EJ0262  COUNTRY     -  US
 EJ0262  USGS QUAD   -  LITTLE ROCK (2017)
 EJ0262
 EJ0262                         *CURRENT SURVEY CONTROL
 EJ0262  ______________________________________________________________________
 EJ0262* NAD 83(1986) POSITION- 34 44 57.16   (N) 092 16 00.15   (W)   HD_HELD1
 EJ0262* NAVD 88 ORTHO HEIGHT -    82.687 (meters)      271.28  (feet) ADJUSTED
 EJ0262  ______________________________________________________________________
 EJ0262  GEOID HEIGHT    -        -26.655 (meters)                     GEOID18
 EJ0262  DYNAMIC HEIGHT  -         82.610 (meters)      271.03  (feet) COMP
 EJ0262  MODELED GRAVITY -    979,711.0   (mgal)                       NAVD 88
 EJ0262
 EJ0262  VERT ORDER      -  FIRST     CLASS II
 EJ0262
 EJ0262.The horizontal coordinates were determined by differentially corrected
 EJ0262.hand held GPS observations or other comparable positioning techniques
 EJ0262.and have an estimated accuracy of +/- 3 meters.
 EJ0262
 EJ0262.The orthometric height was determined by differential leveling and
 EJ0262.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0262.in September 2023.
 EJ0262
 EJ0262.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0262.GEOID18 height accuracy estimate available here.
 EJ0262
 EJ0262.Click photographs - Photos may exist for this station.
 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     -   631,019.3     375,578.8     MT  (+/- 3 meters HH1 GPS) 
 EJ0262
 EJ0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6711845476(NAD 83)
 EJ0262
 EJ0262                          SUPERSEDED SURVEY CONTROL
 EJ0262
 EJ0262  NAVD 88 (06/15/91)   82.687  (m)          271.28   (f) SUPERSEDED  1 2
 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
 EJ0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0262.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0262
 EJ0262_MARKER: DB = BENCH MARK DISK
 EJ0262_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EJ0262_SP_SET: RR BRIDGE ABUTMENT
 EJ0262_STAMPING: 271.430 N 10 1932
 EJ0262_MARK LOGO: CGS
 EJ0262_MAGNETIC: N = NO MAGNETIC MATERIAL
 EJ0262_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ0262_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EJ0262+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2025
 EJ0262
 EJ0262  HISTORY     - Date     Condition        Report By
 EJ0262  HISTORY     - 1932     MONUMENTED       CGS
 EJ0262  HISTORY     - 1955     GOOD             CGS
 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  HISTORY     - 20070407 GOOD             ARHD
 EJ0262  HISTORY     - 20240924 GOOD             USGS
 EJ0262  HISTORY     - 20251102 GOOD             BASE9
 EJ0262
 EJ0262                          STATION DESCRIPTION
 EJ0262
 EJ0262'DESCRIBED BY COAST AND 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 DEPARTMENT OF TRANSPORTATION 2006 (TPS)
 EJ0262'MARK NOT FOUND.
 EJ0262
 EJ0262                          STATION RECOVERY (2007)
 EJ0262
 EJ0262'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2007 (VJB)
 EJ0262'RECOVERED AS DESCRIBED.
 EJ0262
 EJ0262                          STATION RECOVERY (2024)
 EJ0262
 EJ0262'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2024 (BC)
 EJ0262'MARK RECOVERED IN GOOD CONDITION ON DOWNSTREAM SIDE OF BRIDGE
 EJ0262'ABUTMENT.
 EJ0262
 EJ0262                          STATION RECOVERY (2025)
 EJ0262
 EJ0262'RECOVERY NOTE BY BASE 9 GEODETIC CONSULTING SERVICE 2025 (DRD)
 EJ0262'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0432 ***********************************************************************
 FG0432  DESIGNATION -  N 100
 FG0432  PID         -  FG0432
 FG0432  STATE/COUNTY-  AR/CONWAY
 FG0432  COUNTRY     -  US
 FG0432  USGS QUAD   -  MORRILTON WEST (2017)
 FG0432
 FG0432                         *CURRENT SURVEY CONTROL
 FG0432  ______________________________________________________________________
 FG0432* NAD 83(1986) POSITION- 35 07 41.17   (N) 092 50 58.50   (W)   HD_HELD1
 FG0432* NAVD 88 ORTHO HEIGHT -   310.579 (meters)     1018.96  (feet) ADJUSTED
 FG0432  ______________________________________________________________________
 FG0432  GEOID HEIGHT    -        -28.670 (meters)                     GEOID18
 FG0432  DYNAMIC HEIGHT  -        310.284 (meters)     1017.99  (feet) COMP
 FG0432  MODELED GRAVITY -    979,676.1   (mgal)                       NAVD 88
 FG0432
 FG0432  VERT ORDER      -  SECOND    CLASS 0
 FG0432
 FG0432.The horizontal coordinates were determined by differentially corrected
 FG0432.hand held GPS observations or other comparable positioning techniques
 FG0432.and have an estimated accuracy of +/- 3 meters.
 FG0432
 FG0432.The orthometric height was determined by differential leveling and
 FG0432.adjusted by the NATIONAL GEODETIC SURVEY
 FG0432.in June 1991.
 FG0432
 FG0432.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0432.GEOID18 height accuracy estimate available here.
 FG0432
 FG0432.Click photographs - Photos may exist for this station.
 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     -    88,507.1     322,567.6     MT  (+/- 3 meters HH1 GPS) 
 FG0432
 FG0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU1370487259(NAD 83)
 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
 FG0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0432.See file dsdata.pdf to determine how the superseded data were derived.
 FG0432
 FG0432_MARKER: DB = BENCH MARK DISK
 FG0432_SETTING: 66 = SET IN ROCK OUTCROP
 FG0432_STAMPING: N 100 1935
 FG0432_MARK LOGO: CGS
 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   CGS
 FG0432
 FG0432                          STATION DESCRIPTION
 FG0432
 FG0432'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG0426 ***********************************************************************
 FG0426  DESIGNATION -  N 101
 FG0426  PID         -  FG0426
 FG0426  STATE/COUNTY-  AR/POPE
 FG0426  COUNTRY     -  US
 FG0426  USGS QUAD   -  ATKINS (2017)
 FG0426
 FG0426                         *CURRENT SURVEY CONTROL
 FG0426  ______________________________________________________________________
 FG0426* NAD 83(1986) POSITION- 35 12 38.     (N) 092 55 46.     (W)   SCALED
 FG0426* NAVD 88 ORTHO HEIGHT -    95.931 (meters)      314.73  (feet) ADJUSTED
 FG0426  ______________________________________________________________________
 FG0426  GEOID HEIGHT    -        -28.846 (meters)                     GEOID18
 FG0426  DYNAMIC HEIGHT  -         95.840 (meters)      314.44  (feet) COMP
 FG0426  MODELED GRAVITY -    979,689.6   (mgal)                       NAVD 88
 FG0426
 FG0426  VERT ORDER      -  SECOND    CLASS 0
 FG0426
 FG0426.The horizontal coordinates were scaled from a map and have
 FG0426.an estimated accuracy of +/- 6 seconds.
 FG0426
 FG0426.The orthometric height was determined by differential leveling and
 FG0426.adjusted by the NATIONAL GEODETIC SURVEY
 FG0426.in June 1991.
 FG0426
 FG0426.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0426.GEOID18 height accuracy estimate available here.
 FG0426
 FG0426.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU064963(NAD 83)
 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
 FG0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0426.See file dsdata.pdf to determine how the superseded data were derived.
 FG0426
 FG0426_MARKER: DB = BENCH MARK DISK
 FG0426_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0426_STAMPING: N 101 1935
 FG0426_MARK LOGO: CGS
 FG0426_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0426
 FG0426  HISTORY     - Date     Condition        Report By
 FG0426  HISTORY     - 1935     MONUMENTED       CGS
 FG0426  HISTORY     - 1960     MARK NOT FOUND   CGS
 FG0426  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG0426
 FG0426                          STATION DESCRIPTION
 FG0426
 FG0426'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0967 ***********************************************************************
 EJ0967  DESIGNATION -  N 102
 EJ0967  PID         -  EJ0967
 EJ0967  STATE/COUNTY-  AR/PERRY
 EJ0967  COUNTRY     -  US
 EJ0967  USGS QUAD   -  NIMROD SE (2017)
 EJ0967
 EJ0967                         *CURRENT SURVEY CONTROL
 EJ0967  ______________________________________________________________________
 EJ0967* NAD 83(1986) POSITION- 34 52 20.3    (N) 093 06 38.6    (W)   HD_HELD2
 EJ0967* NAVD 88 ORTHO HEIGHT -   151.159 (meters)      495.93  (feet) ADJUSTED
 EJ0967  ______________________________________________________________________
 EJ0967  GEOID HEIGHT    -        -28.546 (meters)                     GEOID18
 EJ0967  DYNAMIC HEIGHT  -        151.009 (meters)      495.44  (feet) COMP
 EJ0967  MODELED GRAVITY -    979,645.8   (mgal)                       NAVD 88
 EJ0967
 EJ0967  VERT ORDER      -  SECOND    CLASS 0
 EJ0967
 EJ0967.The horizontal coordinates were established by autonomous hand held GPS
 EJ0967.observations and have an estimated accuracy of +/- 10 meters.
 EJ0967
 EJ0967.The orthometric height was determined by differential leveling and
 EJ0967.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0967.in June 1991.
 EJ0967
 EJ0967.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0967.GEOID18 height accuracy estimate available here.
 EJ0967
 EJ0967.Click photographs - Photos may exist for this station.
 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     -    60,368.      298,448.      MT  (+/- 10 meters HH2 GPS)
 EJ0967
 EJ0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU8988058887(NAD 83)
 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
 EJ0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0967.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0967
 EJ0967_MARKER: DB = BENCH MARK DISK
 EJ0967_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EJ0967_SP_SET: CURB
 EJ0967_STAMPING: N 102 1935
 EJ0967_MARK LOGO: CGS
 EJ0967_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0967_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EJ0967+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2013
 EJ0967
 EJ0967  HISTORY     - Date     Condition        Report By
 EJ0967  HISTORY     - 1935     MONUMENTED       CGS
 EJ0967  HISTORY     - 1968     GOOD             USACE
 EJ0967  HISTORY     - 20130201 GOOD             ARHD
 EJ0967
 EJ0967                          STATION DESCRIPTION
 EJ0967
 EJ0967'DESCRIBED BY US ARMY CORPS OF 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.
 EJ0967
 EJ0967                          STATION RECOVERY (2013)
 EJ0967
 EJ0967'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (LPB)
 EJ0967'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0982 ***********************************************************************
 EJ0982  DESIGNATION -  N 104
 EJ0982  PID         -  EJ0982
 EJ0982  STATE/COUNTY-  AR/SALINE
 EJ0982  COUNTRY     -  US
 EJ0982  USGS QUAD   -  PARON SW (2017)
 EJ0982
 EJ0982                         *CURRENT SURVEY CONTROL
 EJ0982  ______________________________________________________________________
 EJ0982* NAD 83(1986) POSITION- 34 49 22.     (N) 092 57 32.     (W)   SCALED
 EJ0982* NAVD 88 ORTHO HEIGHT -   291.207 (meters)      955.40  (feet) ADJUSTED
 EJ0982  ______________________________________________________________________
 EJ0982  GEOID HEIGHT    -        -27.934 (meters)                     GEOID18
 EJ0982  DYNAMIC HEIGHT  -        290.915 (meters)      954.44  (feet) COMP
 EJ0982  MODELED GRAVITY -    979,625.0   (mgal)                       NAVD 88
 EJ0982
 EJ0982  VERT ORDER      -  SECOND    CLASS 0
 EJ0982
 EJ0982.The horizontal coordinates were scaled from a map and have
 EJ0982.an estimated accuracy of +/- 6 seconds.
 EJ0982
 EJ0982.The orthometric height was determined by differential leveling and
 EJ0982.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0982.in June 1991.
 EJ0982
 EJ0982.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0982.GEOID18 height accuracy estimate available here.
 EJ0982
 EJ0982.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU037533(NAD 83)
 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
 EJ0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0982.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0982
 EJ0982_MARKER: DB = BENCH MARK DISK
 EJ0982_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0982_STAMPING: N 104 1935
 EJ0982_MARK LOGO: CGS
 EJ0982_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0996 ***********************************************************************
 EJ0996  DESIGNATION -  N 105
 EJ0996  PID         -  EJ0996
 EJ0996  STATE/COUNTY-  AR/GARLAND
 EJ0996  COUNTRY     -  US
 EJ0996  USGS QUAD   -  AVANT (2017)
 EJ0996
 EJ0996                         *CURRENT SURVEY CONTROL
 EJ0996  ______________________________________________________________________
 EJ0996* NAD 83(1986) POSITION- 34 44 04.     (N) 093 18 41.     (W)   SCALED
 EJ0996* NAVD 88 ORTHO HEIGHT -   220.671 (meters)      723.98  (feet) ADJUSTED
 EJ0996  ______________________________________________________________________
 EJ0996  GEOID HEIGHT    -        -28.464 (meters)                     GEOID18
 EJ0996  DYNAMIC HEIGHT  -        220.449 (meters)      723.26  (feet) COMP
 EJ0996  MODELED GRAVITY -    979,623.2   (mgal)                       NAVD 88
 EJ0996
 EJ0996  VERT ORDER      -  SECOND    CLASS 0
 EJ0996
 EJ0996.The horizontal coordinates were scaled from a map and have
 EJ0996.an estimated accuracy of +/- 6 seconds.
 EJ0996
 EJ0996.The orthometric height was determined by differential leveling and
 EJ0996.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0996.in June 1991.
 EJ0996
 EJ0996.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0996.GEOID18 height accuracy estimate available here.
 EJ0996
 EJ0996.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU714436(NAD 83)
 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
 EJ0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0996.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0996
 EJ0996_MARKER: DB = BENCH MARK DISK
 EJ0996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0996_STAMPING: N 105 1935
 EJ0996_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0630 ***********************************************************************
 FG0630  DESIGNATION -  N 106
 FG0630  PID         -  FG0630
 FG0630  STATE/COUNTY-  AR/SEARCY
 FG0630  COUNTRY     -  US
 FG0630  USGS QUAD   -  CANAAN (2017)
 FG0630
 FG0630                         *CURRENT SURVEY CONTROL
 FG0630  ______________________________________________________________________
 FG0630* NAD 83(1986) POSITION- 35 48 22.     (N) 092 38 34.     (W)   SCALED
 FG0630* NAVD 88 ORTHO HEIGHT -   361.022 (meters)     1184.45  (feet) ADJUSTED
 FG0630  ______________________________________________________________________
 FG0630  GEOID HEIGHT    -        -27.953 (meters)                     GEOID18
 FG0630  DYNAMIC HEIGHT  -        360.687 (meters)     1183.35  (feet) COMP
 FG0630  MODELED GRAVITY -    979,693.3   (mgal)                       NAVD 88
 FG0630
 FG0630  VERT ORDER      -  SECOND    CLASS 0
 FG0630
 FG0630.The horizontal coordinates were scaled from a map and have
 FG0630.an estimated accuracy of +/- 6 seconds.
 FG0630
 FG0630.The orthometric height was determined by differential leveling and
 FG0630.adjusted by the NATIONAL GEODETIC SURVEY
 FG0630.in June 1991.
 FG0630
 FG0630.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0630.GEOID18 height accuracy estimate available here.
 FG0630
 FG0630.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV322625(NAD 83)
 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
 FG0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0630.See file dsdata.pdf to determine how the superseded data were derived.
 FG0630
 FG0630_MARKER: DB = BENCH MARK DISK
 FG0630_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0630_STAMPING: N 106 1935
 FG0630_MARK LOGO: CGS
 FG0630_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1090 ***********************************************************************
 EH1090  DESIGNATION -  N 109
 EH1090  PID         -  EH1090
 EH1090  STATE/COUNTY-  AR/PRAIRIE
 EH1090  COUNTRY     -  US
 EH1090  USGS QUAD   -  DE VALLS BLUFF (2017)
 EH1090
 EH1090                         *CURRENT SURVEY CONTROL
 EH1090  ______________________________________________________________________
 EH1090* NAD 83(1986) POSITION- 34 46 18.     (N) 091 29 49.     (W)   SCALED
 EH1090* NAVD 88 ORTHO HEIGHT -    69.255 (meters)      227.21  (feet) ADJUSTED
 EH1090  ______________________________________________________________________
 EH1090  GEOID HEIGHT    -        -26.932 (meters)                     GEOID18
 EH1090  DYNAMIC HEIGHT  -         69.189 (meters)      227.00  (feet) COMP
 EH1090  MODELED GRAVITY -    979,694.8   (mgal)                       NAVD 88
 EH1090
 EH1090  VERT ORDER      -  FIRST     CLASS II
 EH1090
 EH1090.The horizontal coordinates were scaled from a map and have
 EH1090.an estimated accuracy of +/- 6 seconds.
 EH1090
 EH1090.The orthometric height was determined by differential leveling and
 EH1090.adjusted by the NATIONAL GEODETIC SURVEY
 EH1090.in June 1991.
 EH1090
 EH1090.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1090.GEOID18 height accuracy estimate available here.
 EH1090
 EH1090.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU375487(NAD 83)
 EH1090
 EH1090                          SUPERSEDED SURVEY CONTROL
 EH1090
 EH1090  NGVD 29 (11/26/84)   69.259  (m)          227.23   (f) ADJUSTED    1 2
 EH1090
 EH1090.Superseded values are not recommended for survey control.
 EH1090
 EH1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1090.See file dsdata.pdf to determine how the superseded data were derived.
 EH1090
 EH1090_MARKER: DB = BENCH MARK DISK
 EH1090_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH1090_SP_SET: FOUNDATION
 EH1090_STAMPING: N 109  1954
 EH1090_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 DL0011 ***********************************************************************
 DL0011  DESIGNATION -  N 11
 DL0011  PID         -  DL0011
 DL0011  STATE/COUNTY-  AR/CLEVELAND
 DL0011  COUNTRY     -  US
 DL0011  USGS QUAD   -  FORDYCE NE (2017)
 DL0011
 DL0011                         *CURRENT SURVEY CONTROL
 DL0011  ______________________________________________________________________
 DL0011* NAD 83(1986) POSITION- 33 52 53.     (N) 092 15 07.     (W)   SCALED
 DL0011* NAVD 88 ORTHO HEIGHT -    48.590 (meters)      159.42  (feet) ADJUSTED
 DL0011  ______________________________________________________________________
 DL0011  GEOID HEIGHT    -        -25.962 (meters)                     GEOID18
 DL0011  DYNAMIC HEIGHT  -         48.542 (meters)      159.26  (feet) COMP
 DL0011  MODELED GRAVITY -    979,634.5   (mgal)                       NAVD 88
 DL0011
 DL0011  VERT ORDER      -  SECOND    CLASS I
 DL0011
 DL0011.The horizontal coordinates were scaled from a map and have
 DL0011.an estimated accuracy of +/- 6 seconds.
 DL0011
 DL0011.The orthometric height was determined by differential leveling and
 DL0011.adjusted by the NATIONAL GEODETIC SURVEY
 DL0011.in September 2023.
 DL0011
 DL0011.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0011.GEOID18 height accuracy estimate available here.
 DL0011
 DL0011.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT691492(NAD 83)
 DL0011
 DL0011                          SUPERSEDED SURVEY CONTROL
 DL0011
 DL0011  NAVD 88 (06/15/91)   48.591  (m)          159.42   (f) SUPERSEDED  2 0
 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
 DL0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0011.See file dsdata.pdf to determine how the superseded data were derived.
 DL0011
 DL0011_MARKER: DB = BENCH MARK DISK
 DL0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0011_STAMPING: 159.704 N 11 1932
 DL0011_MARK LOGO: CGS
 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'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 = MARCH 20, 2026 22:17:28 EDT
 EH1910 ***********************************************************************
 EH1910  DESIGNATION -  N 110
 EH1910  PID         -  EH1910
 EH1910  STATE/COUNTY-  AR/PRAIRIE
 EH1910  COUNTRY     -  US
 EH1910  USGS QUAD   -  HICKORY PLAINS (2017)
 EH1910
 EH1910                         *CURRENT SURVEY CONTROL
 EH1910  ______________________________________________________________________
 EH1910* NAD 83(1986) POSITION- 34 59 34.     (N) 091 43 07.     (W)   SCALED
 EH1910* NAVD 88 ORTHO HEIGHT -    68.063 (meters)      223.30  (feet) ADJUSTED
 EH1910  ______________________________________________________________________
 EH1910  GEOID HEIGHT    -        -27.221 (meters)                     GEOID18
 EH1910  DYNAMIC HEIGHT  -         68.000 (meters)      223.10  (feet) COMP
 EH1910  MODELED GRAVITY -    979,712.4   (mgal)                       NAVD 88
 EH1910
 EH1910  VERT ORDER      -  FIRST     CLASS II
 EH1910
 EH1910.The horizontal coordinates were scaled from a map and have
 EH1910.an estimated accuracy of +/- 6 seconds.
 EH1910
 EH1910.The orthometric height was determined by differential leveling and
 EH1910.adjusted by the NATIONAL GEODETIC SURVEY
 EH1910.in June 1991.
 EH1910
 EH1910.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1910.GEOID18 height accuracy estimate available here.
 EH1910
 EH1910.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU169729(NAD 83)
 EH1910
 EH1910                          SUPERSEDED SURVEY CONTROL
 EH1910
 EH1910  NGVD 29 (11/26/84)   68.065  (m)          223.31   (f) ADJUSTED    1 2
 EH1910
 EH1910.Superseded values are not recommended for survey control.
 EH1910
 EH1910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1910.See file dsdata.pdf to determine how the superseded data were derived.
 EH1910
 EH1910_MARKER: DB = BENCH MARK DISK
 EH1910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1910_STAMPING: N 110 1954
 EH1910_MARK LOGO: CGS
 EH1910_PROJECTION: PROJECTING 18 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1858 ***********************************************************************
 EH1858  DESIGNATION -  N 111
 EH1858  PID         -  EH1858
 EH1858  STATE/COUNTY-  AR/LONOKE
 EH1858  COUNTRY     -  US
 EH1858  USGS QUAD   -  OAK GROVE (2017)
 EH1858
 EH1858                         *CURRENT SURVEY CONTROL
 EH1858  ______________________________________________________________________
 EH1858* NAD 83(1986) POSITION- 34 53 38.     (N) 091 52 30.     (W)   SCALED
 EH1858* NAVD 88 ORTHO HEIGHT -    76.327 (meters)      250.42  (feet) ADJUSTED
 EH1858  ______________________________________________________________________
 EH1858  GEOID HEIGHT    -        -27.027 (meters)                     GEOID18
 EH1858  DYNAMIC HEIGHT  -         76.256 (meters)      250.18  (feet) COMP
 EH1858  MODELED GRAVITY -    979,706.2   (mgal)                       NAVD 88
 EH1858
 EH1858  VERT ORDER      -  FIRST     CLASS II
 EH1858
 EH1858.The horizontal coordinates were scaled from a map and have
 EH1858.an estimated accuracy of +/- 6 seconds.
 EH1858
 EH1858.The orthometric height was determined by differential leveling and
 EH1858.adjusted by the NATIONAL GEODETIC SURVEY
 EH1858.in June 1991.
 EH1858
 EH1858.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1858.GEOID18 height accuracy estimate available here.
 EH1858
 EH1858.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU027618(NAD 83)
 EH1858
 EH1858                          SUPERSEDED SURVEY CONTROL
 EH1858
 EH1858  NGVD 29 (11/26/84)   76.335  (m)          250.44   (f) ADJUSTED    1 2
 EH1858
 EH1858.Superseded values are not recommended for survey control.
 EH1858
 EH1858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1858.See file dsdata.pdf to determine how the superseded data were derived.
 EH1858
 EH1858_MARKER: DB = BENCH MARK DISK
 EH1858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1858_STAMPING: N 111 1955
 EH1858_MARK LOGO: CGS
 EH1858_PROJECTION: PROJECTING 8 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1620 ***********************************************************************
 EH1620  DESIGNATION -  N 112
 EH1620  PID         -  EH1620
 EH1620  STATE/COUNTY-  AR/ARKANSAS
 EH1620  COUNTRY     -  US
 EH1620  USGS QUAD   -  REYDELL (2017)
 EH1620
 EH1620                         *CURRENT SURVEY CONTROL
 EH1620  ______________________________________________________________________
 EH1620* NAD 83(1986) POSITION- 34 12 29.     (N) 091 31 35.     (W)   SCALED
 EH1620* NAVD 88 ORTHO HEIGHT -    53.521 (meters)      175.59  (feet) ADJUSTED
 EH1620  ______________________________________________________________________
 EH1620  GEOID HEIGHT    -        -26.174 (meters)                     GEOID18
 EH1620  DYNAMIC HEIGHT  -         53.469 (meters)      175.42  (feet) COMP
 EH1620  MODELED GRAVITY -    979,662.0   (mgal)                       NAVD 88
 EH1620
 EH1620  VERT ORDER      -  FIRST     CLASS II
 EH1620
 EH1620.The horizontal coordinates were scaled from a map and have
 EH1620.an estimated accuracy of +/- 6 seconds.
 EH1620
 EH1620.The orthometric height was determined by differential leveling and
 EH1620.adjusted by the NATIONAL GEODETIC SURVEY
 EH1620.in August 1993.
 EH1620
 EH1620.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1620.GEOID18 height accuracy estimate available here.
 EH1620
 EH1620.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT357862(NAD 83)
 EH1620
 EH1620                          SUPERSEDED SURVEY CONTROL
 EH1620
 EH1620  NAVD 88 (06/15/91)   53.566  (m)          175.74   (f) SUPERSEDED  1 2
 EH1620  NGVD 29 (11/26/84)   53.599  (m)          175.85   (f) ADJUSTED    1 2
 EH1620
 EH1620.Superseded values are not recommended for survey control.
 EH1620
 EH1620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1620.See file dsdata.pdf to determine how the superseded data were derived.
 EH1620
 EH1620_MARKER: DB = BENCH MARK DISK
 EH1620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1620_STAMPING: N 112 1954
 EH1620_MARK LOGO: CGS
 EH1620_PROJECTION: PROJECTING 12 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2341 ***********************************************************************
 EH2341  DESIGNATION -  N 113
 EH2341  PID         -  EH2341
 EH2341  STATE/COUNTY-  AR/ARKANSAS
 EH2341  COUNTRY     -  US
 EH2341  USGS QUAD   -  STUTTGART NORTH (2017)
 EH2341
 EH2341                         *CURRENT SURVEY CONTROL
 EH2341  ______________________________________________________________________
 EH2341* NAD 83(1986) POSITION- 34 31 23.9    (N) 091 33 26.5    (W)   HD_HELD2
 EH2341* NAVD 88 ORTHO HEIGHT -    64.373 (meters)      211.20  (feet) ADJUSTED
 EH2341  ______________________________________________________________________
 EH2341  GEOID HEIGHT    -        -26.605 (meters)                     GEOID18
 EH2341  DYNAMIC HEIGHT  -         64.312 (meters)      211.00  (feet) COMP
 EH2341  MODELED GRAVITY -    979,680.3   (mgal)                       NAVD 88
 EH2341
 EH2341  VERT ORDER      -  FIRST     CLASS II
 EH2341
 EH2341.The horizontal coordinates were established by autonomous hand held GPS
 EH2341.observations and have an estimated accuracy of +/- 10 meters.
 EH2341
 EH2341.The orthometric height was determined by differential leveling and
 EH2341.adjusted by the NATIONAL GEODETIC SURVEY
 EH2341.in June 1991.
 EH2341
 EH2341.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2341.GEOID18 height accuracy estimate available here.
 EH2341
 EH2341.Click photographs - Photos may exist for this station.
 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     -   606,015.      440,639.      MT  (+/- 10 meters HH2 GPS)
 EH2341
 EH2341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU3240721126(NAD 83)
 EH2341
 EH2341                          SUPERSEDED SURVEY CONTROL
 EH2341
 EH2341  NGVD 29 (11/26/84)   64.400  (m)          211.29   (f) ADJUSTED    1 2
 EH2341
 EH2341.Superseded values are not recommended for survey control.
 EH2341
 EH2341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2341.See file dsdata.pdf to determine how the superseded data were derived.
 EH2341
 EH2341_MARKER: DB = BENCH MARK DISK
 EH2341_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EH2341_SP_SET: CULVERT HEADWALL
 EH2341_STAMPING: N 113 1954
 EH2341_MARK LOGO: CGS
 EH2341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2341+STABILITY: SURFACE MOTION
 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  HISTORY     - 20140719 GOOD             GEOCAC
 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.
 EH2341
 EH2341                          STATION RECOVERY (2014)
 EH2341
 EH2341'RECOVERY NOTE BY GEOCACHING 2014 (RCF)
 EH2341'AT THE INTERSECTION OF US HWY 63 AND D AND H ROAD, IN THE NORTHEAST
 EH2341'QUADRANT.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1350 ***********************************************************************
 EH1350  DESIGNATION -  N 114
 EH1350  PID         -  EH1350
 EH1350  STATE/COUNTY-  AR/ARKANSAS
 EH1350  COUNTRY     -  US
 EH1350  USGS QUAD   -  DE WITT (2017)
 EH1350
 EH1350                         *CURRENT SURVEY CONTROL
 EH1350  ______________________________________________________________________
 EH1350* NAD 83(1986) POSITION- 34 17 37.     (N) 091 21 16.     (W)   SCALED
 EH1350* NAVD 88 ORTHO HEIGHT -    58.115 (meters)      190.67  (feet) ADJUSTED
 EH1350  ______________________________________________________________________
 EH1350  GEOID HEIGHT    -        -26.411 (meters)                     GEOID18
 EH1350  DYNAMIC HEIGHT  -         58.059 (meters)      190.48  (feet) COMP
 EH1350  MODELED GRAVITY -    979,665.5   (mgal)                       NAVD 88
 EH1350
 EH1350  VERT ORDER      -  SECOND    CLASS I
 EH1350
 EH1350.The horizontal coordinates were scaled from a map and have
 EH1350.an estimated accuracy of +/- 6 seconds.
 EH1350
 EH1350.The orthometric height was determined by differential leveling and
 EH1350.adjusted by the NATIONAL GEODETIC SURVEY
 EH1350.in September 2022.
 EH1350
 EH1350.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1350.GEOID18 height accuracy estimate available here.
 EH1350
 EH1350.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT514959(NAD 83)
 EH1350
 EH1350                          SUPERSEDED SURVEY CONTROL
 EH1350
 EH1350  NAVD 88 (08/03/93)   58.145  (m)          190.76   (f) SUPERSEDED  1 2
 EH1350  NAVD 88 (06/15/91)   58.103  (m)          190.63   (f) SUPERSEDED  1 2
 EH1350  NGVD 29 (11/26/84)   58.171  (m)          190.85   (f) ADJUSTED    1 2
 EH1350
 EH1350.Superseded values are not recommended for survey control.
 EH1350
 EH1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1350.See file dsdata.pdf to determine how the superseded data were derived.
 EH1350
 EH1350_MARKER: DB = BENCH MARK DISK
 EH1350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1350_STAMPING: N 114 1954
 EH1350_MARK LOGO: CGS
 EH1350_PROJECTION: PROJECTING 8 CENTIMETERS
 EH1350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1350+STABILITY: SURFACE MOTION
 EH1350_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH1350+SATELLITE: SATELLITE OBSERVATIONS - January 19, 2022
 EH1350
 EH1350  HISTORY     - Date     Condition        Report By
 EH1350  HISTORY     - 1954     MONUMENTED       CGS
 EH1350  HISTORY     - 1976     GOOD             NGS
 EH1350  HISTORY     - 20220119 GOOD             ARHD
 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.
 EH1350
 EH1350                          STATION RECOVERY (2022)
 EH1350
 EH1350'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2022 (JDH)
 EH1350'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1392 ***********************************************************************
 EH1392  DESIGNATION -  N 115
 EH1392  PID         -  EH1392
 EH1392  STATE/COUNTY-  AR/ARKANSAS
 EH1392  COUNTRY     -  US
 EH1392  USGS QUAD   -  DE WITT (2017)
 EH1392
 EH1392                         *CURRENT SURVEY CONTROL
 EH1392  ______________________________________________________________________
 EH1392* NAD 83(1986) POSITION- 34 22 15.     (N) 091 20 50.     (W)   SCALED
 EH1392* NAVD 88 ORTHO HEIGHT -    59.258 (meters)      194.42  (feet) ADJUSTED
 EH1392  ______________________________________________________________________
 EH1392  GEOID HEIGHT    -        -26.526 (meters)                     GEOID18
 EH1392  DYNAMIC HEIGHT  -         59.201 (meters)      194.23  (feet) COMP
 EH1392  MODELED GRAVITY -    979,670.0   (mgal)                       NAVD 88
 EH1392
 EH1392  VERT ORDER      -  FIRST     CLASS II
 EH1392
 EH1392.The horizontal coordinates were scaled from a map and have
 EH1392.an estimated accuracy of +/- 6 seconds.
 EH1392
 EH1392.The orthometric height was determined by differential leveling and
 EH1392.adjusted by the NATIONAL GEODETIC SURVEY
 EH1392.in August 1993.
 EH1392
 EH1392.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1392.GEOID18 height accuracy estimate available here.
 EH1392
 EH1392.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU519045(NAD 83)
 EH1392
 EH1392                          SUPERSEDED SURVEY CONTROL
 EH1392
 EH1392  NAVD 88 (06/15/91)   59.323  (m)          194.63   (f) SUPERSEDED  1 2
 EH1392  NGVD 29 (11/26/84)   59.330  (m)          194.65   (f) ADJUSTED    1 2
 EH1392
 EH1392.Superseded values are not recommended for survey control.
 EH1392
 EH1392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1392.See file dsdata.pdf to determine how the superseded data were derived.
 EH1392
 EH1392_MARKER: DB = BENCH MARK DISK
 EH1392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1392_STAMPING: N 115 1954
 EH1392_MARK LOGO: CGS
 EH1392_PROJECTION: PROJECTING 9 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1434 ***********************************************************************
 EH1434  DESIGNATION -  N 116
 EH1434  PID         -  EH1434
 EH1434  STATE/COUNTY-  AR/ARKANSAS
 EH1434  COUNTRY     -  US
 EH1434  USGS QUAD   -  ALMYRA (2017)
 EH1434
 EH1434                         *CURRENT SURVEY CONTROL
 EH1434  ______________________________________________________________________
 EH1434* NAD 83(1986) POSITION- 34 28 39.     (N) 091 27 03.     (W)   SCALED
 EH1434* NAVD 88 ORTHO HEIGHT -    62.147 (meters)      203.89  (feet) ADJUSTED
 EH1434  ______________________________________________________________________
 EH1434  GEOID HEIGHT    -        -26.599 (meters)                     GEOID18
 EH1434  DYNAMIC HEIGHT  -         62.088 (meters)      203.70  (feet) COMP
 EH1434  MODELED GRAVITY -    979,677.9   (mgal)                       NAVD 88
 EH1434
 EH1434  VERT ORDER      -  FIRST     CLASS II
 EH1434
 EH1434.The horizontal coordinates were scaled from a map and have
 EH1434.an estimated accuracy of +/- 6 seconds.
 EH1434
 EH1434.The orthometric height was determined by differential leveling and
 EH1434.adjusted by the NATIONAL GEODETIC SURVEY
 EH1434.in August 1993.
 EH1434
 EH1434.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1434.GEOID18 height accuracy estimate available here.
 EH1434
 EH1434.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU422161(NAD 83)
 EH1434
 EH1434                          SUPERSEDED SURVEY CONTROL
 EH1434
 EH1434  NAVD 88 (06/15/91)   62.191  (m)          204.04   (f) SUPERSEDED  1 2
 EH1434  NGVD 29 (11/26/84)   62.195  (m)          204.05   (f) ADJUSTED    1 2
 EH1434
 EH1434.Superseded values are not recommended for survey control.
 EH1434
 EH1434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1434.See file dsdata.pdf to determine how the superseded data were derived.
 EH1434
 EH1434_MARKER: DB = BENCH MARK DISK
 EH1434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1434_STAMPING: N 116 1955
 EH1434_MARK LOGO: CGS
 EH1434_PROJECTION: PROJECTING 12 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 DK0871 ***********************************************************************
 DK0871  DESIGNATION -  N 117
 DK0871  PID         -  DK0871
 DK0871  STATE/COUNTY-  AR/DESHA
 DK0871  COUNTRY     -  US
 DK0871  USGS QUAD   -  DUMAS (2017)
 DK0871
 DK0871                         *CURRENT SURVEY CONTROL
 DK0871  ______________________________________________________________________
 DK0871* NAD 83(1986) POSITION- 33 52 57.     (N) 091 28 13.     (W)   SCALED
 DK0871* NAVD 88 ORTHO HEIGHT -    48.863 (meters)      160.31  (feet) ADJUSTED
 DK0871  ______________________________________________________________________
 DK0871  GEOID HEIGHT    -        -26.052 (meters)                     GEOID18
 DK0871  DYNAMIC HEIGHT  -         48.814 (meters)      160.15  (feet) COMP
 DK0871  MODELED GRAVITY -    979,634.5   (mgal)                       NAVD 88
 DK0871
 DK0871  VERT ORDER      -  FIRST     CLASS II
 DK0871
 DK0871.The horizontal coordinates were scaled from a map and have
 DK0871.an estimated accuracy of +/- 6 seconds.
 DK0871
 DK0871.The orthometric height was determined by differential leveling and
 DK0871.adjusted by the NATIONAL GEODETIC SURVEY
 DK0871.in June 1991.
 DK0871
 DK0871.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK0871.GEOID18 height accuracy estimate available here.
 DK0871
 DK0871.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT414501(NAD 83)
 DK0871
 DK0871                          SUPERSEDED SURVEY CONTROL
 DK0871
 DK0871  NGVD 29 (11/26/84)   48.996  (m)          160.75   (f) ADJUSTED    1 2
 DK0871
 DK0871.Superseded values are not recommended for survey control.
 DK0871
 DK0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0871.See file dsdata.pdf to determine how the superseded data were derived.
 DK0871
 DK0871_MARKER: DB = BENCH MARK DISK
 DK0871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0871_STAMPING: N 117 1955
 DK0871_MARK LOGO: CGS
 DK0871_PROJECTION: PROJECTING 12 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0074 ***********************************************************************
 EJ0074  DESIGNATION -  N 118
 EJ0074  PID         -  EJ0074
 EJ0074  STATE/COUNTY-  AR/PULASKI
 EJ0074  COUNTRY     -  US
 EJ0074  USGS QUAD   -  MCALMONT (2017)
 EJ0074
 EJ0074                         *CURRENT SURVEY CONTROL
 EJ0074  ______________________________________________________________________
 EJ0074* NAD 83(1986) POSITION- 34 46 07.0    (N) 092 11 57.2    (W)   HD_HELD2
 EJ0074* NAVD 88 ORTHO HEIGHT -    79.890 (meters)      262.11  (feet) ADJUSTED
 EJ0074  ______________________________________________________________________
 EJ0074  GEOID HEIGHT    -        -26.693 (meters)                     GEOID18
 EJ0074  DYNAMIC HEIGHT  -         79.816 (meters)      261.86  (feet) COMP
 EJ0074  MODELED GRAVITY -    979,708.4   (mgal)                       NAVD 88
 EJ0074
 EJ0074  VERT ORDER      -  FIRST     CLASS II
 EJ0074
 EJ0074.The horizontal coordinates were established by autonomous hand held GPS
 EJ0074.observations and have an estimated accuracy of +/- 10 meters.
 EJ0074
 EJ0074.The orthometric height was determined by differential leveling and
 EJ0074.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0074.in June 1991.
 EJ0074
 EJ0074.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0074.GEOID18 height accuracy estimate available here.
 EJ0074
 EJ0074.Click photographs - Photos may exist for this station.
 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     -   633,157.      381,762.      MT  (+/- 10 meters HH2 GPS)
 EJ0074
 EJ0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7327847675(NAD 83)
 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
 EJ0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0074.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0074
 EJ0074_MARKER: DB = BENCH MARK DISK
 EJ0074_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EJ0074_SP_SET: ABUTMENT
 EJ0074_STAMPING: N 118 1955
 EJ0074_MARK LOGO: CGS
 EJ0074_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ0074_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EJ0074+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2014
 EJ0074
 EJ0074  HISTORY     - Date     Condition        Report By
 EJ0074  HISTORY     - 1955     MONUMENTED       CGS
 EJ0074  HISTORY     - 1967     GOOD             CGS
 EJ0074  HISTORY     - 1984     GOOD             NGS
 EJ0074  HISTORY     - 1989     GOOD             USPSQD
 EJ0074  HISTORY     - 1990     GOOD             USPSQD
 EJ0074  HISTORY     - 20030317 GOOD             JCLS
 EJ0074  HISTORY     - 20140419 GOOD             INDIV
 EJ0074
 EJ0074                          STATION DESCRIPTION
 EJ0074
 EJ0074'DESCRIBED BY COAST AND 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.
 EJ0074
 EJ0074                          STATION RECOVERY (2014)
 EJ0074
 EJ0074'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (DRJ)
 EJ0074'FOUND AS DESCRIBED WITH THE FOLLOWING COMMENTS.  IT WAS REPORTED AS
 EJ0074'SUITABLE FOR GPS OBSERVATIONS.  GOOGLE EARTH SHOWS  SOME BLOCKAGE TO
 EJ0074'THE SE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0607 ***********************************************************************
 DL0607  DESIGNATION -  N 119
 DL0607  PID         -  DL0607
 DL0607  STATE/COUNTY-  AR/COLUMBIA
 DL0607  COUNTRY     -  US
 DL0607  USGS QUAD   -  TAYLOR (2017)
 DL0607
 DL0607                         *CURRENT SURVEY CONTROL
 DL0607  ______________________________________________________________________
 DL0607* NAD 83(1986) POSITION- 33 05 54.     (N) 093 27 42.     (W)   SCALED
 DL0607* NAVD 88 ORTHO HEIGHT -    74.056 (meters)      242.97  (feet) ADJUSTED
 DL0607  ______________________________________________________________________
 DL0607  GEOID HEIGHT    -        -26.366 (meters)                     GEOID18
 DL0607  DYNAMIC HEIGHT  -         73.976 (meters)      242.70  (feet) COMP
 DL0607  MODELED GRAVITY -    979,552.8   (mgal)                       NAVD 88
 DL0607
 DL0607  VERT ORDER      -  SECOND    CLASS 0
 DL0607
 DL0607.The horizontal coordinates were scaled from a map and have
 DL0607.an estimated accuracy of +/- 6 seconds.
 DL0607
 DL0607.The orthometric height was determined by differential leveling and
 DL0607.adjusted by the NATIONAL GEODETIC SURVEY
 DL0607.in June 1991.
 DL0607
 DL0607.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0607.GEOID18 height accuracy estimate available here.
 DL0607
 DL0607.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS569622(NAD 83)
 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
 DL0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0607.See file dsdata.pdf to determine how the superseded data were derived.
 DL0607
 DL0607_MARKER: DB = BENCH MARK DISK
 DL0607_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL0607_SP_SET: CULVERT HEADWALL
 DL0607_STAMPING: N 119 1934
 DL0607_MARK LOGO: CGS
 DL0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0607+STABILITY: SURFACE MOTION
 DL0607
 DL0607  HISTORY     - Date     Condition        Report By
 DL0607  HISTORY     - 1934     MONUMENTED       CGS
 DL0607  HISTORY     - 1965     GOOD             CGS
 DL0607
 DL0607                          STATION DESCRIPTION
 DL0607
 DL0607'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DK1372 ***********************************************************************
 DK1372  DESIGNATION -  N 12
 DK1372  PID         -  DK1372
 DK1372  STATE/COUNTY-  AR/ASHLEY
 DK1372  COUNTRY     -  US
 DK1372  USGS QUAD   -  CROSSETT NORTH (2017)
 DK1372
 DK1372                         *CURRENT SURVEY CONTROL
 DK1372  ______________________________________________________________________
 DK1372* NAD 83(1986) POSITION- 33 08 07.     (N) 091 57 35.     (W)   SCALED
 DK1372* NAVD 88 ORTHO HEIGHT -    49.130 (meters)      161.19  (feet) ADJUSTED
 DK1372  ______________________________________________________________________
 DK1372  GEOID HEIGHT    -        -25.932 (meters)                     GEOID18
 DK1372  DYNAMIC HEIGHT  -         49.077 (meters)      161.01  (feet) COMP
 DK1372  MODELED GRAVITY -    979,569.3   (mgal)                       NAVD 88
 DK1372
 DK1372  VERT ORDER      -  SECOND    CLASS 0
 DK1372
 DK1372.The horizontal coordinates were scaled from a map and have
 DK1372.an estimated accuracy of +/- 6 seconds.
 DK1372
 DK1372.The orthometric height was determined by differential leveling and
 DK1372.adjusted by the NATIONAL GEODETIC SURVEY
 DK1372.in June 1991.
 DK1372
 DK1372.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1372.GEOID18 height accuracy estimate available here.
 DK1372
 DK1372.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS970667(NAD 83)
 DK1372
 DK1372                          SUPERSEDED SURVEY CONTROL
 DK1372
 DK1372  NGVD 29 (11/26/84)   49.203  (m)          161.43   (f) ADJUSTED    2 0
 DK1372
 DK1372.Superseded values are not recommended for survey control.
 DK1372
 DK1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1372.See file dsdata.pdf to determine how the superseded data were derived.
 DK1372
 DK1372_MARKER: DB = BENCH MARK DISK
 DK1372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1372_STAMPING: 161.424 N 12 1932
 DK1372_MARK LOGO: CGS
 DK1372_PROJECTION: FLUSH
 DK1372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1372+STABILITY: SURFACE MOTION
 DK1372_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK1372+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2022
 DK1372
 DK1372  HISTORY     - Date     Condition        Report By
 DK1372  HISTORY     - 1932     MONUMENTED       CGS
 DK1372  HISTORY     - 1972     GOOD             USGS
 DK1372  HISTORY     - 20220316 GOOD             ARHD
 DK1372
 DK1372                          STATION DESCRIPTION
 DK1372
 DK1372'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 DK1372'AT CROSSETT, ASHLEY COUNTY, ON THE ARKANSAS, LOUISIANA MISSOURI R.R.
 DK1372'82 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 BEEN MOVED.
 DK1372
 DK1372                          STATION RECOVERY (2022)
 DK1372
 DK1372'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2022 (JH)
 DK1372'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0587 ***********************************************************************
 FF0587  DESIGNATION -  N 12 1
 FF0587  PID         -  FF0587
 FF0587  STATE/COUNTY-  AR/CROSS
 FF0587  COUNTRY     -  US
 FF0587  USGS QUAD   -  WITTSBURG (2017)
 FF0587
 FF0587                         *CURRENT SURVEY CONTROL
 FF0587  ______________________________________________________________________
 FF0587* NAD 83(1986) POSITION- 35 14 50.     (N) 090 42 47.     (W)   SCALED
 FF0587* NAVD 88 ORTHO HEIGHT -    69.907 (meters)      229.35  (feet) POSTED
 FF0587  ______________________________________________________________________
 FF0587  GEOID HEIGHT    -        -27.226 (meters)                     GEOID18
 FF0587  DYNAMIC HEIGHT  -         69.84  (meters)      229.1   (feet) COMP
 FF0587  MODELED GRAVITY -    979,734.8   (mgal)                       NAVD 88
 FF0587
 FF0587  VERT ORDER      -  * POSTED, SEE BELOW
 FF0587
 FF0587.The horizontal coordinates were scaled from a 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
 FF0587.* This is a POSTED BENCH MARK height.
 FF0587
 FF0587.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0587.GEOID18 height accuracy estimate available here.
 FF0587
 FF0587.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV080028(NAD 83)
 FF0587
 FF0587                          SUPERSEDED SURVEY CONTROL
 FF0587
 FF0587  NGVD 29 (11/26/84)   69.887  (m)          229.29   (f) ADJUSTED    2 0
 FF0587
 FF0587.Superseded values are not recommended for survey control.
 FF0587
 FF0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0587.See file dsdata.pdf to determine how the superseded data were derived.
 FF0587
 FF0587_MARKER: DD = SURVEY DISK
 FF0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0587_STAMPING: N 12-1
 FF0587_MARK LOGO: USACE
 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       USACE
 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'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 = MARCH 20, 2026 22:17:28 EDT
 FF2073 ***********************************************************************
 FF2073  DESIGNATION -  N 12 115
 FF2073  PID         -  FF2073
 FF2073  STATE/COUNTY-  AR/ST FRANCIS
 FF2073  COUNTRY     -  US
 FF2073  USGS QUAD   -  ROUND POND (2017)
 FF2073
 FF2073                         *CURRENT SURVEY CONTROL
 FF2073  ______________________________________________________________________
 FF2073* NAD 83(1997) POSITION- 35 07 26.21278(N) 090 36 48.50350(W)   NO CHECK
 FF2073* NAVD 88 ORTHO HEIGHT -    61.91  (+/-2cm)      203.1   (feet) VERTCON3
 FF2073  ______________________________________________________________________
 FF2073  GEOID HEIGHT    -        -27.086 (meters)                     GEOID18
 FF2073  LAPLACE CORR    -         -0.43  (seconds)                    DEFLEC18
 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
 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
 FF2073.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF2073.GEOID18 height accuracy estimate available here.
 FF2073
 FF2073.The vertical order pertains to the NGVD 29 superseded value.
 FF2073
 FF2073.Click photographs - Photos may exist for this station.
 FF2073
 FF2073.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF2073
 FF2073. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999453  x   0.99996800  =   0.99996253
 FF2073!UTM  15      -   0.99999453  x   1.00018287  =   1.00017740
 FF2073
 FF2073_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU1746789395(NAD 83)
 FF2073
 FF2073                          SUPERSEDED SURVEY CONTROL
 FF2073
 FF2073  NAD 83(1995)-  35 07 26.21726(N)    090 36 48.50153(W) AD(       ) 3
 FF2073  NAD 83(1993)-  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              61.89   (m)          203.1    (f) LEVELING    3  
 FF2073
 FF2073.Superseded values are not recommended for survey control.
 FF2073
 FF2073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2073.See file dsdata.pdf to determine how the superseded data were derived.
 FF2073
 FF2073_MARKER: P = PIPE CAP
 FF2073_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF2073_STAMPING: N-12-115
 FF2073_MARK LOGO: USACE
 FF2073_MAGNETIC: P = MARKER IS A STEEL PIPE
 FF2073_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF2073
 FF2073  HISTORY     - Date     Condition        Report By
 FF2073  HISTORY     - 1954     MONUMENTED       USACE
 FF2073
 FF2073                          STATION DESCRIPTION
 FF2073
 FF2073'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1954
 FF2073'SEE STATION CLARKS.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0615 ***********************************************************************
 FF0615  DESIGNATION -  N 12.51.1
 FF0615  PID         -  FF0615
 FF0615  STATE/COUNTY-  AR/ST FRANCIS
 FF0615  COUNTRY     -  US
 FF0615  USGS QUAD   -  MADISON (2017)
 FF0615
 FF0615                         *CURRENT SURVEY CONTROL
 FF0615  ______________________________________________________________________
 FF0615* NAD 83(1986) POSITION- 35 00 36.     (N) 090 43 11.     (W)   SCALED
 FF0615* NAVD 88 ORTHO HEIGHT -    64.818 (meters)      212.66  (feet) ADJUSTED
 FF0615  ______________________________________________________________________
 FF0615  GEOID HEIGHT    -        -26.925 (meters)                     GEOID18
 FF0615  DYNAMIC HEIGHT  -         64.759 (meters)      212.46  (feet) COMP
 FF0615  MODELED GRAVITY -    979,726.8   (mgal)                       NAVD 88
 FF0615
 FF0615  VERT ORDER      -  FIRST     CLASS II
 FF0615
 FF0615.The horizontal coordinates were scaled from a map and have
 FF0615.an estimated accuracy of +/- 6 seconds.
 FF0615
 FF0615.The orthometric height was determined by differential leveling and
 FF0615.adjusted by the NATIONAL GEODETIC SURVEY
 FF0615.in June 1991.
 FF0615
 FF0615.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0615.GEOID18 height accuracy estimate available here.
 FF0615
 FF0615.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU080765(NAD 83)
 FF0615
 FF0615                          SUPERSEDED SURVEY CONTROL
 FF0615
 FF0615  NGVD 29 (11/26/84)   64.802  (m)          212.60   (f) ADJUSTED    1 2
 FF0615
 FF0615.Superseded values are not recommended for survey control.
 FF0615
 FF0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0615.See file dsdata.pdf to determine how the superseded data were derived.
 FF0615
 FF0615_MARKER: DD = SURVEY DISK
 FF0615_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF0615_STAMPING: N 12.51.1 1951 MEMPHIS DIST
 FF0615_MARK LOGO: USACE
 FF0615_MAGNETIC: P = MARKER IS A STEEL PIPE
 FF0615_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0615
 FF0615  HISTORY     - Date     Condition        Report By
 FF0615  HISTORY     - 1951     MONUMENTED       USACE
 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, ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD, ABOUT
 FF0615'0.3 MILE NORTHEAST OF MILE POLE 41, ABOUT 21 YARDS NORTHWEST OF
 FF0615'NORTHWEST RAIL OF MAIN TRACK, 40 FEET WEST OF NORTH CORNER OF STATION,
 FF0615'40 FEET NORTH OF WEST CORNER OF STATION, 1 FOOT NORTHWEST OF A RAIN
 FF0615'GAGE, ABOUT 105 YARDS SOUTHWEST OF SOUTHWEST END OF RAILROAD BRIDGE
 FF0615'OVER ST. FRANCIS RIVER, 7 FEET NORTHWEST OF BEING IN LINE WITH THE
 FF0615'NORTHWEST EDGE OF STEEL TOWERS OF TELEPHONE LINE ACROSS THE RIVER, AND
 FF0615'IS A DISK SET IN THE TOP OF A 6-INCH FILLED STOVE PIPE PROJECTING OUT
 FF0615'OF THE CENTER OF A 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 = MARCH 20, 2026 22:17:28 EDT
 DL0654 ***********************************************************************
 DL0654  DESIGNATION -  N 120
 DL0654  PID         -  DL0654
 DL0654  STATE/COUNTY-  AR/COLUMBIA
 DL0654  COUNTRY     -  US
 DL0654  USGS QUAD   -  CALHOUN (2017)
 DL0654
 DL0654                         *CURRENT SURVEY CONTROL
 DL0654  ______________________________________________________________________
 DL0654* NAD 83(1986) POSITION- 33 09 52.96   (N) 093 12 50.00   (W)   HD_HELD1
 DL0654* NAVD 88 ORTHO HEIGHT -    81.335 (meters)      266.85  (feet) ADJUSTED
 DL0654  ______________________________________________________________________
 DL0654  GEOID HEIGHT    -        -26.336 (meters)                     GEOID18
 DL0654  DYNAMIC HEIGHT  -         81.247 (meters)      266.56  (feet) COMP
 DL0654  MODELED GRAVITY -    979,553.4   (mgal)                       NAVD 88
 DL0654
 DL0654  VERT ORDER      -  SECOND    CLASS 0
 DL0654
 DL0654.The horizontal coordinates were determined by differentially corrected
 DL0654.hand held GPS observations or other comparable positioning techniques
 DL0654.and have an estimated accuracy of +/- 3 meters.
 DL0654
 DL0654.The orthometric height was determined by differential leveling and
 DL0654.adjusted by the NATIONAL GEODETIC SURVEY
 DL0654.in June 1991.
 DL0654
 DL0654.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0654.GEOID18 height accuracy estimate available here.
 DL0654
 DL0654.Click photographs - Photos may exist for this station.
 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     -   455,912.1     286,768.4     MT  (+/- 3 meters HH1 GPS) 
 DL0654
 DL0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS8005669567(NAD 83)
 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
 DL0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0654.See file dsdata.pdf to determine how the superseded data were derived.
 DL0654
 DL0654_MARKER: DB = BENCH MARK DISK
 DL0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0654_STAMPING: N 120 1934
 DL0654_MARK LOGO: CGS
 DL0654_PROJECTION: PROJECTING 30 CENTIMETERS
 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             CGS
 DL0654  HISTORY     - 1963     GOOD             CGS
 DL0654
 DL0654                          STATION DESCRIPTION
 DL0654
 DL0654'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1963
 DL0654'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0267 ***********************************************************************
 DL0267  DESIGNATION -  N 121
 DL0267  PID         -  DL0267
 DL0267  STATE/COUNTY-  AR/UNION
 DL0267  COUNTRY     -  US
 DL0267  USGS QUAD   -  NEWELL (2017)
 DL0267
 DL0267                         *CURRENT SURVEY CONTROL
 DL0267  ______________________________________________________________________
 DL0267* NAD 83(1986) POSITION- 33 12 51.     (N) 092 49 48.     (W)   SCALED
 DL0267* NAVD 88 ORTHO HEIGHT -    71.920 (meters)      235.96  (feet) ADJUSTED
 DL0267  ______________________________________________________________________
 DL0267  GEOID HEIGHT    -        -26.299 (meters)                     GEOID18
 DL0267  DYNAMIC HEIGHT  -         71.842 (meters)      235.70  (feet) COMP
 DL0267  MODELED GRAVITY -    979,561.4   (mgal)                       NAVD 88
 DL0267
 DL0267  VERT ORDER      -  SECOND    CLASS 0
 DL0267
 DL0267.The horizontal coordinates were scaled from a map and have
 DL0267.an estimated accuracy of +/- 6 seconds.
 DL0267
 DL0267.The orthometric height was determined by differential leveling and
 DL0267.adjusted by the NATIONAL GEODETIC SURVEY
 DL0267.in June 1991.
 DL0267
 DL0267.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0267.GEOID18 height accuracy estimate available here.
 DL0267
 DL0267.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS158750(NAD 83)
 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
 DL0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0267.See file dsdata.pdf to determine how the superseded data were derived.
 DL0267
 DL0267_MARKER: DB = BENCH MARK DISK
 DL0267_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DL0267_STAMPING: N 121 1934
 DL0267_MARK LOGO: CGS
 DL0267_PROJECTION: PROJECTING 6 CENTIMETERS
 DL0267_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0267
 DL0267  HISTORY     - Date     Condition        Report By
 DL0267  HISTORY     - 1934     MONUMENTED       CGS
 DL0267  HISTORY     - 1955     GOOD             CGS
 DL0267  HISTORY     - 1967     GOOD             CGS
 DL0267  HISTORY     - 1983     MARK NOT FOUND   USGS
 DL0267  HISTORY     - 20110421 MARK NOT FOUND   ARHD
 DL0267
 DL0267                          STATION DESCRIPTION
 DL0267
 DL0267'DESCRIBED BY COAST AND 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 COAST AND 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.
 DL0267
 DL0267                          STATION RECOVERY (2011)
 DL0267
 DL0267'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (SES)
 DL0267'RAIL ROAD HAS BEEN REMOVED AND BEEN REPLACED BY A GRAVEL ROAD.DISTANCE
 DL0267'FROM GRAVEL ROAD IS STILL THE SAME.FOUND IN THE CENTER OF A GAS
 DL0267'RIGHT-OF-WAY,SURROUNDED BY FOUR TWO INCH METAL PIPES (YELLOW).02 ABOVE
 DL0267'SURFACE
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0698 ***********************************************************************
 FG0698  DESIGNATION -  N 125
 FG0698  PID         -  FG0698
 FG0698  STATE/COUNTY-  AR/VAN BUREN
 FG0698  COUNTRY     -  US
 FG0698  USGS QUAD   -  REX (2017)
 FG0698
 FG0698                         *CURRENT SURVEY CONTROL
 FG0698  ______________________________________________________________________
 FG0698* NAD 83(1986) POSITION- 35 34 14.     (N) 092 37 29.     (W)   SCALED
 FG0698* NAVD 88 ORTHO HEIGHT -   214.208 (meters)      702.78  (feet) ADJUSTED
 FG0698  ______________________________________________________________________
 FG0698  GEOID HEIGHT    -        -28.074 (meters)                     GEOID18
 FG0698  DYNAMIC HEIGHT  -        214.009 (meters)      702.13  (feet) COMP
 FG0698  MODELED GRAVITY -    979,700.0   (mgal)                       NAVD 88
 FG0698
 FG0698  VERT ORDER      -  SECOND    CLASS 0
 FG0698
 FG0698.The horizontal coordinates were scaled from a map and have
 FG0698.an estimated accuracy of +/- 6 seconds.
 FG0698
 FG0698.The orthometric height was determined by differential leveling and
 FG0698.adjusted by the NATIONAL GEODETIC SURVEY
 FG0698.in June 1991.
 FG0698
 FG0698.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0698.GEOID18 height accuracy estimate available here.
 FG0698
 FG0698.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV340363(NAD 83)
 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
 FG0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0698.See file dsdata.pdf to determine how the superseded data were derived.
 FG0698
 FG0698_MARKER: DB = BENCH MARK DISK
 FG0698_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0698_STAMPING: N 125 1935
 FG0698_MARK LOGO: CGS
 FG0698_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0698
 FG0698  HISTORY     - Date     Condition        Report By
 FG0698  HISTORY     - 1935     MONUMENTED       CGS
 FG0698  HISTORY     - 1939     GOOD             CGS
 FG0698
 FG0698                          STATION DESCRIPTION
 FG0698
 FG0698'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG0947 ***********************************************************************
 FG0947  DESIGNATION -  N 126
 FG0947  PID         -  FG0947
 FG0947  STATE/COUNTY-  AR/POPE
 FG0947  COUNTRY     -  US
 FG0947  USGS QUAD   -  TREAT (2017)
 FG0947
 FG0947                         *CURRENT SURVEY CONTROL
 FG0947  ______________________________________________________________________
 FG0947* NAD 83(1986) POSITION- 35 37 04.44   (N) 093 09 35.76   (W)   HD_HELD1
 FG0947* NAVD 88 ORTHO HEIGHT -   301.176 (meters)      988.11  (feet) ADJUSTED
 FG0947  ______________________________________________________________________
 FG0947  GEOID HEIGHT    -        -28.446 (meters)                     GEOID18
 FG0947  DYNAMIC HEIGHT  -        300.894 (meters)      987.18  (feet) COMP
 FG0947  MODELED GRAVITY -    979,686.9   (mgal)                       NAVD 88
 FG0947
 FG0947  VERT ORDER      -  SECOND    CLASS 0
 FG0947
 FG0947.The horizontal coordinates were determined by differentially corrected
 FG0947.hand held GPS observations or other comparable positioning techniques
 FG0947.and have an estimated accuracy of +/- 3 meters.
 FG0947
 FG0947.The orthometric height was determined by differential leveling and
 FG0947.adjusted by the NATIONAL GEODETIC SURVEY
 FG0947.in June 1991.
 FG0947
 FG0947.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0947.GEOID18 height accuracy estimate available here.
 FG0947
 FG0947.Click photographs - Photos may exist for this station.
 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     -   143,130.7     294,923.1     MT  (+/- 3 meters HH1 GPS) 
 FG0947
 FG0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV8551641581(NAD 83)
 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
 FG0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0947.See file dsdata.pdf to determine how the superseded data were derived.
 FG0947
 FG0947_MARKER: DB = BENCH MARK DISK
 FG0947_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0947_STAMPING: N 126 1935
 FG0947_MARK LOGO: CGS
 FG0947_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1041 ***********************************************************************
 FG1041  DESIGNATION -  N 127
 FG1041  PID         -  FG1041
 FG1041  STATE/COUNTY-  AR/POPE
 FG1041  COUNTRY     -  US
 FG1041  USGS QUAD   -  LEE MOUNTAIN (2017)
 FG1041
 FG1041                         *CURRENT SURVEY CONTROL
 FG1041  ______________________________________________________________________
 FG1041* NAD 83(1986) POSITION- 35 28 21.     (N) 093 10 50.     (W)   SCALED
 FG1041* NAVD 88 ORTHO HEIGHT -   146.328 (meters)      480.08  (feet) ADJUSTED
 FG1041  ______________________________________________________________________
 FG1041  GEOID HEIGHT    -        -28.887 (meters)                     GEOID18
 FG1041  DYNAMIC HEIGHT  -        146.192 (meters)      479.63  (feet) COMP
 FG1041  MODELED GRAVITY -    979,703.5   (mgal)                       NAVD 88
 FG1041
 FG1041  VERT ORDER      -  SECOND    CLASS 0
 FG1041
 FG1041.The horizontal coordinates were scaled from a map and have
 FG1041.an estimated accuracy of +/- 6 seconds.
 FG1041
 FG1041.The orthometric height was determined by differential leveling and
 FG1041.adjusted by the NATIONAL GEODETIC SURVEY
 FG1041.in June 1991.
 FG1041
 FG1041.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1041.GEOID18 height accuracy estimate available here.
 FG1041
 FG1041.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV836254(NAD 83)
 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
 FG1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1041.See file dsdata.pdf to determine how the superseded data were derived.
 FG1041
 FG1041_MARKER: DB = BENCH MARK DISK
 FG1041_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG1041_STAMPING: N 127 1935
 FG1041_MARK LOGO: CGS
 FG1041_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0862 ***********************************************************************
 FG0862  DESIGNATION -  N 128
 FG0862  PID         -  FG0862
 FG0862  STATE/COUNTY-  AR/POPE
 FG0862  COUNTRY     -  US
 FG0862  USGS QUAD   -  SAND GAP (2017)
 FG0862
 FG0862                         *CURRENT SURVEY CONTROL
 FG0862  ______________________________________________________________________
 FG0862* NAD 83(1986) POSITION- 35 43 28.6    (N) 093 07 23.2    (W)   HD_HELD2
 FG0862* NAVD 88 ORTHO HEIGHT -   581.848 (meters)     1908.95  (feet) ADJUSTED
 FG0862  ______________________________________________________________________
 FG0862  GEOID HEIGHT    -        -28.147 (meters)                     GEOID18
 FG0862  DYNAMIC HEIGHT  -        581.286 (meters)     1907.10  (feet) COMP
 FG0862  MODELED GRAVITY -    979,648.9   (mgal)                       NAVD 88
 FG0862
 FG0862  VERT ORDER      -  SECOND    CLASS 0
 FG0862
 FG0862.The horizontal coordinates were established by autonomous hand held GPS
 FG0862.observations and have an estimated accuracy of +/- 10 meters.
 FG0862
 FG0862.The orthometric height was determined by differential leveling and
 FG0862.adjusted by the NATIONAL GEODETIC SURVEY
 FG0862.in June 1991.
 FG0862
 FG0862.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0862.GEOID18 height accuracy estimate available here.
 FG0862
 FG0862.Click photographs - Photos may exist for this station.
 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     -   154,930.      298,394.      MT  (+/- 10 meters HH2 GPS)
 FG0862
 FG0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV8886553411(NAD 83)
 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
 FG0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0862.See file dsdata.pdf to determine how the superseded data were derived.
 FG0862
 FG0862_MARKER: DB = BENCH MARK DISK
 FG0862_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0862_STAMPING: N 128 1935
 FG0862_MARK LOGO: CGS
 FG0862_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0154 ***********************************************************************
 GF0154  DESIGNATION -  N 130
 GF0154  PID         -  GF0154
 GF0154  STATE/COUNTY-  AR/BOONE
 GF0154  COUNTRY     -  US
 GF0154  USGS QUAD   -  EVERTON (2017)
 GF0154
 GF0154                         *CURRENT SURVEY CONTROL
 GF0154  ______________________________________________________________________
 GF0154* NAD 83(1986) POSITION- 36 08 42.     (N) 092 55 18.     (W)   SCALED
 GF0154* NAVD 88 ORTHO HEIGHT -   319.316 (meters)     1047.62  (feet) ADJUSTED
 GF0154  ______________________________________________________________________
 GF0154  GEOID HEIGHT    -        -28.361 (meters)                     GEOID18
 GF0154  DYNAMIC HEIGHT  -        319.032 (meters)     1046.69  (feet) COMP
 GF0154  MODELED GRAVITY -    979,734.3   (mgal)                       NAVD 88
 GF0154
 GF0154  VERT ORDER      -  SECOND    CLASS 0
 GF0154
 GF0154.The horizontal coordinates were scaled from a map and have
 GF0154.an estimated accuracy of +/- 6 seconds.
 GF0154
 GF0154.The orthometric height was determined by differential leveling and
 GF0154.adjusted by the NATIONAL GEODETIC SURVEY
 GF0154.in June 1991.
 GF0154
 GF0154.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0154.GEOID18 height accuracy estimate available here.
 GF0154
 GF0154.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA070000(NAD 83)
 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
 GF0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0154.See file dsdata.pdf to determine how the superseded data were derived.
 GF0154
 GF0154_MARKER: DB = BENCH MARK DISK
 GF0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0154_STAMPING: N 130 1935
 GF0154_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EK0230 ***********************************************************************
 EK0230  DESIGNATION -  N 131
 EK0230  PID         -  EK0230
 EK0230  STATE/COUNTY-  AR/HOWARD
 EK0230  COUNTRY     -  US
 EK0230  USGS QUAD   -  DIERKS DAM (2017)
 EK0230
 EK0230                         *CURRENT SURVEY CONTROL
 EK0230  ______________________________________________________________________
 EK0230* NAD 83(1986) POSITION- 34 14 54.     (N) 094 06 03.     (W)   SCALED
 EK0230* NAVD 88 ORTHO HEIGHT -   249.946 (meters)      820.03  (feet) ADJUSTED
 EK0230  ______________________________________________________________________
 EK0230  GEOID HEIGHT    -        -28.216 (meters)                     GEOID18
 EK0230  DYNAMIC HEIGHT  -        249.690 (meters)      819.19  (feet) COMP
 EK0230  MODELED GRAVITY -    979,604.0   (mgal)                       NAVD 88
 EK0230
 EK0230  VERT ORDER      -  SECOND    CLASS 0
 EK0230
 EK0230.The horizontal coordinates were scaled from a map and have
 EK0230.an estimated accuracy of +/- 6 seconds.
 EK0230
 EK0230.The orthometric height was determined by differential leveling and
 EK0230.adjusted by the NATIONAL GEODETIC SURVEY
 EK0230.in June 1991.
 EK0230
 EK0230.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0230.GEOID18 height accuracy estimate available here.
 EK0230
 EK0230.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT986902(NAD 83)
 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
 EK0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0230.See file dsdata.pdf to determine how the superseded data were derived.
 EK0230
 EK0230_MARKER: DB = BENCH MARK DISK
 EK0230_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EK0230_STAMPING: N 131 1935
 EK0230_MARK LOGO: CGS
 EK0230_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0230
 EK0230  HISTORY     - Date     Condition        Report By
 EK0230  HISTORY     - 1935     MONUMENTED       CGS
 EK0230  HISTORY     - 1961     GOOD             CGS
 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 COAST AND GEODETIC SURVEY 1961
 EK0230'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EK0192 ***********************************************************************
 EK0192  DESIGNATION -  N 133
 EK0192  PID         -  EK0192
 EK0192  STATE/COUNTY-  AR/POLK
 EK0192  COUNTRY     -  US
 EK0192  USGS QUAD   -  VANDERVOORT (2017)
 EK0192
 EK0192                         *CURRENT SURVEY CONTROL
 EK0192  ______________________________________________________________________
 EK0192* NAD 83(1986) POSITION- 34 28 41.     (N) 094 16 22.     (W)   SCALED
 EK0192* NAVD 88 ORTHO HEIGHT -   402.737 (meters)     1321.31  (feet) ADJUSTED
 EK0192  ______________________________________________________________________
 EK0192  GEOID HEIGHT    -        -29.713 (meters)                     GEOID18
 EK0192  DYNAMIC HEIGHT  -        402.303 (meters)     1319.89  (feet) COMP
 EK0192  MODELED GRAVITY -    979,545.9   (mgal)                       NAVD 88
 EK0192
 EK0192  VERT ORDER      -  SECOND    CLASS 0
 EK0192
 EK0192.The horizontal coordinates were scaled from a map and have
 EK0192.an estimated accuracy of +/- 6 seconds.
 EK0192
 EK0192.The orthometric height was determined by differential leveling and
 EK0192.adjusted by the NATIONAL GEODETIC SURVEY
 EK0192.in June 1991.
 EK0192
 EK0192.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0192.GEOID18 height accuracy estimate available here.
 EK0192
 EK0192.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU831158(NAD 83)
 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
 EK0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0192.See file dsdata.pdf to determine how the superseded data were derived.
 EK0192
 EK0192_MARKER: DB = BENCH MARK DISK
 EK0192_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EK0192_STAMPING: N 133 1935
 EK0192_MARK LOGO: CGS
 EK0192_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0192
 EK0192  HISTORY     - Date     Condition        Report By
 EK0192  HISTORY     - 1935     MONUMENTED       CGS
 EK0192  HISTORY     - 1956     POOR             USGS
 EK0192  HISTORY     - 1961     POOR             CGS
 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 COAST AND GEODETIC SURVEY 1961
 EK0192'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1548 ***********************************************************************
 EJ1548  DESIGNATION -  N 134 RESET
 EJ1548  PID         -  EJ1548
 EJ1548  STATE/COUNTY-  AR/POLK
 EJ1548  COUNTRY     -  US
 EJ1548  USGS QUAD   -  PINE RIDGE (2017)
 EJ1548
 EJ1548                         *CURRENT SURVEY CONTROL
 EJ1548  ______________________________________________________________________
 EJ1548* NAD 83(1986) POSITION- 34 35 17.9    (N) 093 59 55.4    (W)   HD_HELD2
 EJ1548* NAVD 88 ORTHO HEIGHT -   276.14  (+/-2cm)      906.0   (feet) VERTCON3
 EJ1548  ______________________________________________________________________
 EJ1548  GEOID HEIGHT    -        -29.540 (meters)                     GEOID18
 EJ1548  VERT ORDER      -  THIRD (See Below)
 EJ1548
 EJ1548.The horizontal coordinates were established by autonomous hand held GPS
 EJ1548.observations and have an estimated accuracy of +/- 10 meters.
 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
 EJ1548.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1548.GEOID18 height accuracy estimate available here.
 EJ1548
 EJ1548.The vertical order pertains to the NGVD 29 superseded value.
 EJ1548
 EJ1548.Click photographs - Photos may exist for this station.
 EJ1548
 EJ1548;                    North         East    Units  Estimated Accuracy
 EJ1548;SPC AR S     -   614,928.      216,649.      MT  (+/- 10 meters HH2 GPS)
 EJ1548
 EJ1548_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU0840927842(NAD 83)
 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
 EJ1548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1548.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1548
 EJ1548_MARKER: DV = VERTICAL CONTROL DISK
 EJ1548_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 EJ1548_SP_SET: STEP
 EJ1548_STAMPING: N 134 RESET 1976
 EJ1548_MARK LOGO: NGS
 EJ1548_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1548_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EJ1548+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2011
 EJ1548
 EJ1548  HISTORY     - Date     Condition        Report By
 EJ1548  HISTORY     - 1976     MONUMENTED       NGS
 EJ1548  HISTORY     - 20110904 SEE DESCRIPTION  GEOCAC
 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.
 EJ1548
 EJ1548                          STATION RECOVERY (2011)
 EJ1548
 EJ1548'RECOVERY NOTE BY GEOCACHING 2011 (BKT)
 EJ1548'A HANDICAPPED RAMP HAS BEEN ADDED OVER THE STEPS AT THE CHURCH.  IT
 EJ1548'APPEARS THE DISK MAY HAVE BEEN REMOVED FROM THE STEP AND PLACED INTO
 EJ1548'THE RAMP AT THAT TIME, DUE TO THE DISK MATCHING THE ANGLE OF THE RAMP.
 EJ1548'IF THIS IS THE CASE, THEN THE MARK HAS BEEN DISTURBED AND THE
 EJ1548'ELEVATION WILL BE INCORRECT.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1546 ***********************************************************************
 EJ1546  DESIGNATION -  N 135
 EJ1546  PID         -  EJ1546
 EJ1546  STATE/COUNTY-  AR/POLK
 EJ1546  COUNTRY     -  US
 EJ1546  USGS QUAD   -  PINE RIDGE (2017)
 EJ1546
 EJ1546                         *CURRENT SURVEY CONTROL
 EJ1546  ______________________________________________________________________
 EJ1546* NAD 83(1986) POSITION- 34 36 16.     (N) 093 59 03.     (W)   SCALED
 EJ1546* NAVD 88 ORTHO HEIGHT -   320.101 (meters)     1050.20  (feet) ADJUSTED
 EJ1546  ______________________________________________________________________
 EJ1546  GEOID HEIGHT    -        -29.562 (meters)                     GEOID18
 EJ1546  DYNAMIC HEIGHT  -        319.762 (meters)     1049.09  (feet) COMP
 EJ1546  MODELED GRAVITY -    979,568.3   (mgal)                       NAVD 88
 EJ1546
 EJ1546  VERT ORDER      -  SECOND    CLASS 0
 EJ1546
 EJ1546.The horizontal coordinates were scaled from a map and have
 EJ1546.an estimated accuracy of +/- 6 seconds.
 EJ1546
 EJ1546.The orthometric height was determined by differential leveling and
 EJ1546.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1546.in June 1991.
 EJ1546
 EJ1546.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1546.GEOID18 height accuracy estimate available here.
 EJ1546
 EJ1546.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU097296(NAD 83)
 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
 EJ1546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1546.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1546
 EJ1546_MARKER: DB = BENCH MARK DISK
 EJ1546_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ1546_STAMPING: N 135 1935
 EJ1546_MARK LOGO: CGS
 EJ1546_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1546
 EJ1546  HISTORY     - Date     Condition        Report By
 EJ1546  HISTORY     - 1935     MONUMENTED       CGS
 EJ1546  HISTORY     - 1961     GOOD             CGS
 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 COAST AND GEODETIC SURVEY 1961
 EJ1546'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1169 ***********************************************************************
 EJ1169  DESIGNATION -  N 136
 EJ1169  PID         -  EJ1169
 EJ1169  STATE/COUNTY-  AR/CLARK
 EJ1169  COUNTRY     -  US
 EJ1169  USGS QUAD   -  CHALYBEATE MOUNTAIN EAST (2017)
 EJ1169
 EJ1169                         *CURRENT SURVEY CONTROL
 EJ1169  ______________________________________________________________________
 EJ1169* NAD 83(1986) POSITION- 34 12 40.     (N) 093 19 40.     (W)   SCALED
 EJ1169* NAVD 88 ORTHO HEIGHT -   205.771 (meters)      675.10  (feet) ADJUSTED
 EJ1169  ______________________________________________________________________
 EJ1169  GEOID HEIGHT    -        -27.218 (meters)                     GEOID18
 EJ1169  DYNAMIC HEIGHT  -        205.562 (meters)      674.41  (feet) COMP
 EJ1169  MODELED GRAVITY -    979,618.2   (mgal)                       NAVD 88
 EJ1169
 EJ1169  VERT ORDER      -  SECOND    CLASS 0
 EJ1169
 EJ1169.The horizontal coordinates were scaled from a map and have
 EJ1169.an estimated accuracy of +/- 6 seconds.
 EJ1169
 EJ1169.The orthometric height was determined by differential leveling and
 EJ1169.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1169.in June 1991.
 EJ1169
 EJ1169.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1169.GEOID18 height accuracy estimate available here.
 EJ1169
 EJ1169.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT698856(NAD 83)
 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
 EJ1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1169.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1169
 EJ1169_MARKER: DB = BENCH MARK DISK
 EJ1169_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ1169_STAMPING: N 136 1935
 EJ1169_MARK LOGO: CGS
 EJ1169_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1169
 EJ1169  HISTORY     - Date     Condition        Report By
 EJ1169  HISTORY     - 1935     MONUMENTED       CGS
 EJ1169  HISTORY     - 1975     MARK NOT FOUND   USGS
 EJ1169  HISTORY     - 20110921 MARK NOT FOUND   ARHD
 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.
 EJ1169
 EJ1169                          STATION RECOVERY (2011)
 EJ1169
 EJ1169'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (AMC)
 EJ1169'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1192 ***********************************************************************
 EJ1192  DESIGNATION -  N 137
 EJ1192  PID         -  EJ1192
 EJ1192  STATE/COUNTY-  AR/GARLAND
 EJ1192  COUNTRY     -  US
 EJ1192  USGS QUAD   -  PEARCY (2017)
 EJ1192
 EJ1192                         *CURRENT SURVEY CONTROL
 EJ1192  ______________________________________________________________________
 EJ1192* NAD 83(1986) POSITION- 34 24 00.     (N) 093 15 16.     (W)   SCALED
 EJ1192* NAVD 88 ORTHO HEIGHT -   165.161 (meters)      541.87  (feet) ADJUSTED
 EJ1192  ______________________________________________________________________
 EJ1192  GEOID HEIGHT    -        -27.454 (meters)                     GEOID18
 EJ1192  DYNAMIC HEIGHT  -        164.995 (meters)      541.32  (feet) COMP
 EJ1192  MODELED GRAVITY -    979,631.3   (mgal)                       NAVD 88
 EJ1192
 EJ1192  VERT ORDER      -  SECOND    CLASS 0
 EJ1192
 EJ1192.The horizontal coordinates were scaled from a map and have
 EJ1192.an estimated accuracy of +/- 6 seconds.
 EJ1192
 EJ1192.The orthometric height was determined by differential leveling and
 EJ1192.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1192.in June 1991.
 EJ1192
 EJ1192.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1192.GEOID18 height accuracy estimate available here.
 EJ1192
 EJ1192.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU766065(NAD 83)
 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
 EJ1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1192.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1192
 EJ1192_MARKER: DB = BENCH MARK DISK
 EJ1192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1192_STAMPING: N 137 1935
 EJ1192_MARK LOGO: CGS
 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  HISTORY     - 20160309 MARK NOT FOUND   ARHD
 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.
 EJ1192
 EJ1192                          STATION RECOVERY (2016)
 EJ1192
 EJ1192'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (VJB)
 EJ1192'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1200 ***********************************************************************
 EJ1200  DESIGNATION -  N 138
 EJ1200  PID         -  EJ1200
 EJ1200  STATE/COUNTY-  AR/CLARK
 EJ1200  COUNTRY     -  US
 EJ1200  USGS QUAD   -  POINT CEDAR (2017)
 EJ1200
 EJ1200                         *CURRENT SURVEY CONTROL
 EJ1200  ______________________________________________________________________
 EJ1200* NAD 83(1986) POSITION- 34 15 33.     (N) 093 16 09.     (W)   SCALED
 EJ1200* NAVD 88 ORTHO HEIGHT -   125.514 (meters)      411.79  (feet) ADJUSTED
 EJ1200  ______________________________________________________________________
 EJ1200  GEOID HEIGHT    -        -27.228 (meters)                     GEOID18
 EJ1200  DYNAMIC HEIGHT  -        125.388 (meters)      411.38  (feet) COMP
 EJ1200  MODELED GRAVITY -    979,628.2   (mgal)                       NAVD 88
 EJ1200
 EJ1200  VERT ORDER      -  SECOND    CLASS 0
 EJ1200
 EJ1200.The horizontal coordinates were scaled from a map and have
 EJ1200.an estimated accuracy of +/- 6 seconds.
 EJ1200
 EJ1200.The orthometric height was determined by differential leveling and
 EJ1200.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1200.in June 1991.
 EJ1200
 EJ1200.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1200.GEOID18 height accuracy estimate available here.
 EJ1200
 EJ1200.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT752909(NAD 83)
 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
 EJ1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1200.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1200
 EJ1200_MARKER: DB = BENCH MARK DISK
 EJ1200_SETTING: 66 = SET IN ROCK OUTCROP
 EJ1200_STAMPING: N 138 1935
 EJ1200_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1187 ***********************************************************************
 EJ1187  DESIGNATION -  N 139
 EJ1187  PID         -  EJ1187
 EJ1187  STATE/COUNTY-  AR/HOT SPRING
 EJ1187  COUNTRY     -  US
 EJ1187  USGS QUAD   -  SOCIAL HILL (2017)
 EJ1187
 EJ1187                         *CURRENT SURVEY CONTROL
 EJ1187  ______________________________________________________________________
 EJ1187* NAD 83(1986) POSITION- 34 21 50.     (N) 092 59 06.     (W)   SCALED
 EJ1187* NAVD 88 ORTHO HEIGHT -   167.639 (meters)      550.00  (feet) ADJUSTED
 EJ1187  ______________________________________________________________________
 EJ1187  GEOID HEIGHT    -        -26.795 (meters)                     GEOID18
 EJ1187  DYNAMIC HEIGHT  -        167.475 (meters)      549.46  (feet) COMP
 EJ1187  MODELED GRAVITY -    979,652.3   (mgal)                       NAVD 88
 EJ1187
 EJ1187  VERT ORDER      -  SECOND    CLASS 0
 EJ1187
 EJ1187.The horizontal coordinates were scaled from a map and have
 EJ1187.an estimated accuracy of +/- 6 seconds.
 EJ1187
 EJ1187.The orthometric height was determined by differential leveling and
 EJ1187.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1187.in June 1991.
 EJ1187
 EJ1187.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1187.GEOID18 height accuracy estimate available here.
 EJ1187
 EJ1187.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU013025(NAD 83)
 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
 EJ1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1187.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1187
 EJ1187_MARKER: DB = BENCH MARK DISK
 EJ1187_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ1187_STAMPING: N 139 1935
 EJ1187_MARK LOGO: CGS
 EJ1187_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1550 ***********************************************************************
 EH1550  DESIGNATION -  N 14
 EH1550  PID         -  EH1550
 EH1550  STATE/COUNTY-  AR/JEFFERSON
 EH1550  COUNTRY     -  US
 EH1550  USGS QUAD   -  MOSCOW (2017)
 EH1550
 EH1550                         *CURRENT SURVEY CONTROL
 EH1550  ______________________________________________________________________
 EH1550* NAD 83(1986) POSITION- 34 08 41.     (N) 091 47 35.     (W)   SCALED
 EH1550* NAVD 88 ORTHO HEIGHT -    58.284 (meters)      191.22  (feet) ADJUSTED
 EH1550  ______________________________________________________________________
 EH1550  GEOID HEIGHT    -        -25.941 (meters)                     GEOID18
 EH1550  DYNAMIC HEIGHT  -         58.227 (meters)      191.03  (feet) COMP
 EH1550  MODELED GRAVITY -    979,665.3   (mgal)                       NAVD 88
 EH1550
 EH1550  VERT ORDER      -  FIRST     CLASS II
 EH1550
 EH1550.The horizontal coordinates were scaled from a map and have
 EH1550.an estimated accuracy of +/- 6 seconds.
 EH1550
 EH1550.The orthometric height was determined by differential leveling and
 EH1550.adjusted by the NATIONAL GEODETIC SURVEY
 EH1550.in September 2023.
 EH1550
 EH1550.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1550.GEOID18 height accuracy estimate available here.
 EH1550
 EH1550.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT112788(NAD 83)
 EH1550
 EH1550                          SUPERSEDED SURVEY CONTROL
 EH1550
 EH1550  NAVD 88 (06/15/91)   58.317  (m)          191.33   (f) SUPERSEDED  1 2
 EH1550  NGVD 29 (11/26/84)   58.384  (m)          191.55   (f) ADJUSTED    1 2
 EH1550
 EH1550.Superseded values are not recommended for survey control.
 EH1550
 EH1550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1550.See file dsdata.pdf to determine how the superseded data were derived.
 EH1550
 EH1550_MARKER: DB = BENCH MARK DISK
 EH1550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1550_STAMPING: 191.430 N 14 1932
 EH1550_MARK LOGO: CGS
 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'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 = MARCH 20, 2026 22:17:28 EDT
 EJ0723 ***********************************************************************
 EJ0723  DESIGNATION -  N 140
 EJ0723  PID         -  EJ0723
 EJ0723  STATE/COUNTY-  AR/HOT SPRING
 EJ0723  COUNTRY     -  US
 EJ0723  USGS QUAD   -  MALVERN NORTH (2017)
 EJ0723
 EJ0723                         *CURRENT SURVEY CONTROL
 EJ0723  ______________________________________________________________________
 EJ0723* NAD 83(1986) POSITION- 34 24 13.     (N) 092 49 26.     (W)   SCALED
 EJ0723* NAVD 88 ORTHO HEIGHT -   106.106 (meters)      348.12  (feet) ADJUSTED
 EJ0723  ______________________________________________________________________
 EJ0723  GEOID HEIGHT    -        -26.489 (meters)                     GEOID18
 EJ0723  DYNAMIC HEIGHT  -        106.005 (meters)      347.78  (feet) COMP
 EJ0723  MODELED GRAVITY -    979,680.4   (mgal)                       NAVD 88
 EJ0723
 EJ0723  VERT ORDER      -  SECOND    CLASS 0
 EJ0723
 EJ0723.The horizontal coordinates were scaled from a map and have
 EJ0723.an estimated accuracy of +/- 6 seconds.
 EJ0723
 EJ0723.The orthometric height was determined by differential leveling and
 EJ0723.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0723.in June 1991.
 EJ0723
 EJ0723.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0723.GEOID18 height accuracy estimate available here.
 EJ0723
 EJ0723.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU161069(NAD 83)
 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
 EJ0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0723.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0723
 EJ0723_MARKER: DB = BENCH MARK DISK
 EJ0723_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0723_STAMPING: N 140 1935
 EJ0723_MARK LOGO: CGS
 EJ0723_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1438 ***********************************************************************
 FG1438  DESIGNATION -  N 141
 FG1438  PID         -  FG1438
 FG1438  STATE/COUNTY-  AR/FRANKLIN
 FG1438  COUNTRY     -  US
 FG1438  USGS QUAD   -  YALE (2017)
 FG1438
 FG1438                         *CURRENT SURVEY CONTROL
 FG1438  ______________________________________________________________________
 FG1438* NAD 83(1986) POSITION- 35 40 00.     (N) 093 43 01.     (W)   SCALED
 FG1438* NAVD 88 ORTHO HEIGHT -   465.193 (meters)     1526.22  (feet) ADJUSTED
 FG1438  ______________________________________________________________________
 FG1438  GEOID HEIGHT    -        -28.494 (meters)                     GEOID18
 FG1438  DYNAMIC HEIGHT  -        464.760 (meters)     1524.80  (feet) COMP
 FG1438  MODELED GRAVITY -    979,687.0   (mgal)                       NAVD 88
 FG1438
 FG1438  VERT ORDER      -  SECOND    CLASS 0
 FG1438
 FG1438.The horizontal coordinates were scaled from a map and have
 FG1438.an estimated accuracy of +/- 6 seconds.
 FG1438
 FG1438.The orthometric height was determined by differential leveling and
 FG1438.adjusted by the NATIONAL GEODETIC SURVEY
 FG1438.in June 1991.
 FG1438
 FG1438.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1438.GEOID18 height accuracy estimate available here.
 FG1438
 FG1438.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV351472(NAD 83)
 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
 FG1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1438.See file dsdata.pdf to determine how the superseded data were derived.
 FG1438
 FG1438_MARKER: DB = BENCH MARK DISK
 FG1438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1438_STAMPING: N 141 1935
 FG1438_MARK LOGO: CGS
 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             CGS
 FG1438
 FG1438                          STATION DESCRIPTION
 FG1438
 FG1438'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG1471 ***********************************************************************
 FG1471  DESIGNATION -  N 142
 FG1471  PID         -  FG1471
 FG1471  STATE/COUNTY-  AR/JOHNSON
 FG1471  COUNTRY     -  US
 FG1471  USGS QUAD   -  HARMONY (2017)
 FG1471
 FG1471                         *CURRENT SURVEY CONTROL
 FG1471  ______________________________________________________________________
 FG1471* NAD 83(1986) POSITION- 35 36 58.08   (N) 093 33 50.55   (W)   HD_HELD1
 FG1471* NAVD 88 ORTHO HEIGHT -   612.498 (meters)     2009.50  (feet) ADJUSTED
 FG1471  ______________________________________________________________________
 FG1471  GEOID HEIGHT    -        -28.518 (meters)                     GEOID18
 FG1471  DYNAMIC HEIGHT  -        611.907 (meters)     2007.56  (feet) COMP
 FG1471  MODELED GRAVITY -    979,648.5   (mgal)                       NAVD 88
 FG1471
 FG1471  VERT ORDER      -  SECOND    CLASS 0
 FG1471
 FG1471.The horizontal coordinates were determined by differentially corrected
 FG1471.hand held GPS observations or other comparable positioning techniques
 FG1471.and have an estimated accuracy of +/- 3 meters.
 FG1471
 FG1471.The orthometric height was determined by differential leveling and
 FG1471.adjusted by the NATIONAL GEODETIC SURVEY
 FG1471.in June 1991.
 FG1471
 FG1471.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1471.GEOID18 height accuracy estimate available here.
 FG1471
 FG1471.Click photographs - Photos may exist for this station.
 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     -   143,441.1     258,315.0     MT  (+/- 3 meters HH1 GPS) 
 FG1471
 FG1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV4891841519(NAD 83)
 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
 FG1471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1471.See file dsdata.pdf to determine how the superseded data were derived.
 FG1471
 FG1471_MARKER: DB = BENCH MARK DISK
 FG1471_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG1471_STAMPING: N 142 1935
 FG1471_MARK LOGO: CGS
 FG1471_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG1471
 FG1471  HISTORY     - Date     Condition        Report By
 FG1471  HISTORY     - 1935     MONUMENTED       CGS
 FG1471  HISTORY     - 1959     MARK NOT FOUND   CGS
 FG1471
 FG1471                          STATION DESCRIPTION
 FG1471
 FG1471'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG1379 ***********************************************************************
 FG1379  DESIGNATION -  N 143
 FG1379  PID         -  FG1379
 FG1379  STATE/COUNTY-  AR/MADISON
 FG1379  COUNTRY     -  US
 FG1379  USGS QUAD   -  DELANEY (2017)
 FG1379
 FG1379                         *CURRENT SURVEY CONTROL
 FG1379  ______________________________________________________________________
 FG1379* NAD 83(1986) POSITION- 35 51 51.     (N) 093 55 33.     (W)   SCALED
 FG1379* NAVD 88 ORTHO HEIGHT -   428.697 (meters)     1406.48  (feet) ADJUSTED
 FG1379  ______________________________________________________________________
 FG1379  GEOID HEIGHT    -        -28.039 (meters)                     GEOID18
 FG1379  DYNAMIC HEIGHT  -        428.297 (meters)     1405.17  (feet) COMP
 FG1379  MODELED GRAVITY -    979,687.2   (mgal)                       NAVD 88
 FG1379
 FG1379  VERT ORDER      -  SECOND    CLASS 0
 FG1379
 FG1379.The horizontal coordinates were scaled from a map and have
 FG1379.an estimated accuracy of +/- 6 seconds.
 FG1379
 FG1379.The orthometric height was determined by differential leveling and
 FG1379.adjusted by the NATIONAL GEODETIC SURVEY
 FG1379.in June 1991.
 FG1379
 FG1379.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1379.GEOID18 height accuracy estimate available here.
 FG1379
 FG1379.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV164692(NAD 83)
 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
 FG1379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1379.See file dsdata.pdf to determine how the superseded data were derived.
 FG1379
 FG1379_MARKER: DB = BENCH MARK DISK
 FG1379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1379_STAMPING: N 143 1935
 FG1379_MARK LOGO: CGS
 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             CGS
 FG1379
 FG1379                          STATION DESCRIPTION
 FG1379
 FG1379'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 GF0512 ***********************************************************************
 GF0512  DESIGNATION -  N 145
 GF0512  PID         -  GF0512
 GF0512  STATE/COUNTY-  AR/MADISON
 GF0512  COUNTRY     -  US
 GF0512  USGS QUAD   -  KINGSTON (2017)
 GF0512
 GF0512                         *CURRENT SURVEY CONTROL
 GF0512  ______________________________________________________________________
 GF0512* NAD 83(1986) POSITION- 36 06 43.     (N) 093 33 16.     (W)   SCALED
 GF0512* NAVD 88 ORTHO HEIGHT -   406.795 (meters)     1334.63  (feet) ADJUSTED
 GF0512  ______________________________________________________________________
 GF0512  GEOID HEIGHT    -        -27.996 (meters)                     GEOID18
 GF0512  DYNAMIC HEIGHT  -        406.422 (meters)     1333.40  (feet) COMP
 GF0512  MODELED GRAVITY -    979,704.3   (mgal)                       NAVD 88
 GF0512
 GF0512  VERT ORDER      -  SECOND    CLASS 0
 GF0512
 GF0512.The horizontal coordinates were scaled from a map and have
 GF0512.an estimated accuracy of +/- 6 seconds.
 GF0512
 GF0512.The orthometric height was determined by differential leveling and
 GF0512.adjusted by the NATIONAL GEODETIC SURVEY
 GF0512.in June 1991.
 GF0512
 GF0512.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0512.GEOID18 height accuracy estimate available here.
 GF0512
 GF0512.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV500965(NAD 83)
 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
 GF0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0512.See file dsdata.pdf to determine how the superseded data were derived.
 GF0512
 GF0512_MARKER: DB = BENCH MARK DISK
 GF0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0512_STAMPING: N 145 1935
 GF0512_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0146 ***********************************************************************
 GF0146  DESIGNATION -  N 146
 GF0146  PID         -  GF0146
 GF0146  STATE/COUNTY-  AR/SEARCY
 GF0146  COUNTRY     -  US
 GF0146  USGS QUAD   -  SAINT JOE (2017)
 GF0146
 GF0146                         *CURRENT SURVEY CONTROL
 GF0146  ______________________________________________________________________
 GF0146* NAD 83(1986) POSITION- 36 01 47.     (N) 092 48 07.     (W)   SCALED
 GF0146* NAVD 88 ORTHO HEIGHT -   242.093 (meters)      794.27  (feet) ADJUSTED
 GF0146  ______________________________________________________________________
 GF0146  GEOID HEIGHT    -        -28.343 (meters)                     GEOID18
 GF0146  DYNAMIC HEIGHT  -        241.877 (meters)      793.56  (feet) COMP
 GF0146  MODELED GRAVITY -    979,732.3   (mgal)                       NAVD 88
 GF0146
 GF0146  VERT ORDER      -  SECOND    CLASS 0
 GF0146
 GF0146.The horizontal coordinates were scaled from a map and have
 GF0146.an estimated accuracy of +/- 6 seconds.
 GF0146
 GF0146.The orthometric height was determined by differential leveling and
 GF0146.adjusted by the NATIONAL GEODETIC SURVEY
 GF0146.in June 1991.
 GF0146
 GF0146.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0146.GEOID18 height accuracy estimate available here.
 GF0146
 GF0146.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV178872(NAD 83)
 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
 GF0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0146.See file dsdata.pdf to determine how the superseded data were derived.
 GF0146
 GF0146_MARKER: DB = BENCH MARK DISK
 GF0146_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GF0146_STAMPING: N 146 1935
 GF0146_MARK LOGO: CGS
 GF0146_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0146
 GF0146  HISTORY     - Date     Condition        Report By
 GF0146  HISTORY     - 1935     MONUMENTED       CGS
 GF0146  HISTORY     - 20150312 MARK NOT FOUND   ARHD
 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.
 GF0146
 GF0146                          STATION RECOVERY (2015)
 GF0146
 GF0146'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (BAB)
 GF0146'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0522 ***********************************************************************
 FG0522  DESIGNATION -  N 147
 FG0522  PID         -  FG0522
 FG0522  STATE/COUNTY-  AR/POPE
 FG0522  COUNTRY     -  US
 FG0522  USGS QUAD   -  TILLY (2017)
 FG0522
 FG0522                         *CURRENT SURVEY CONTROL
 FG0522  ______________________________________________________________________
 FG0522* NAD 83(1986) POSITION- 35 42 41.73   (N) 092 49 09.84   (W)   HD_HELD1
 FG0522* NAVD 88 ORTHO HEIGHT -   585.975 (meters)     1922.49  (feet) ADJUSTED
 FG0522  ______________________________________________________________________
 FG0522  GEOID HEIGHT    -        -27.978 (meters)                     GEOID18
 FG0522  DYNAMIC HEIGHT  -        585.403 (meters)     1920.61  (feet) COMP
 FG0522  MODELED GRAVITY -    979,639.1   (mgal)                       NAVD 88
 FG0522
 FG0522  VERT ORDER      -  SECOND    CLASS 0
 FG0522
 FG0522.The horizontal coordinates were determined by differentially corrected
 FG0522.hand held GPS observations or other comparable positioning techniques
 FG0522.and have an estimated accuracy of +/- 3 meters.
 FG0522
 FG0522.The orthometric height was determined by differential leveling and
 FG0522.adjusted by the NATIONAL GEODETIC SURVEY
 FG0522.in June 1991.
 FG0522
 FG0522.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0522.GEOID18 height accuracy estimate available here.
 FG0522
 FG0522.Click photographs - Photos may exist for this station.
 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     -   153,215.0     325,857.2     MT  (+/- 3 meters HH1 GPS) 
 FG0522
 FG0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV1633651975(NAD 83)
 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
 FG0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0522.See file dsdata.pdf to determine how the superseded data were derived.
 FG0522
 FG0522_MARKER: DB = BENCH MARK DISK
 FG0522_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0522_STAMPING: N 147 1935
 FG0522_MARK LOGO: CGS
 FG0522_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0672 ***********************************************************************
 FG0672  DESIGNATION -  N 148
 FG0672  PID         -  FG0672
 FG0672  STATE/COUNTY-  AR/VAN BUREN
 FG0672  COUNTRY     -  US
 FG0672  USGS QUAD   -  LOST CORNER (2017)
 FG0672
 FG0672                         *CURRENT SURVEY CONTROL
 FG0672  ______________________________________________________________________
 FG0672* NAD 83(1986) POSITION- 35 32 25.82   (N) 092 49 21.32   (W)   HD_HELD1
 FG0672* NAVD 88 ORTHO HEIGHT -   456.862 (meters)     1498.89  (feet) ADJUSTED
 FG0672  ______________________________________________________________________
 FG0672  GEOID HEIGHT    -        -28.266 (meters)                     GEOID18
 FG0672  DYNAMIC HEIGHT  -        456.415 (meters)     1497.42  (feet) COMP
 FG0672  MODELED GRAVITY -    979,640.7   (mgal)                       NAVD 88
 FG0672
 FG0672  VERT ORDER      -  SECOND    CLASS 0
 FG0672
 FG0672.The horizontal coordinates were determined by differentially corrected
 FG0672.hand held GPS observations or other comparable positioning techniques
 FG0672.and have an estimated accuracy of +/- 3 meters.
 FG0672
 FG0672.The orthometric height was determined by differential leveling and
 FG0672.adjusted by the NATIONAL GEODETIC SURVEY
 FG0672.in June 1991.
 FG0672
 FG0672.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0672.GEOID18 height accuracy estimate available here.
 FG0672
 FG0672.Click photographs - Photos may exist for this station.
 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     -   134,236.9     325,410.1     MT  (+/- 3 meters HH1 GPS) 
 FG0672
 FG0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV1608133000(NAD 83)
 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
 FG0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0672.See file dsdata.pdf to determine how the superseded data were derived.
 FG0672
 FG0672_MARKER: DB = BENCH MARK DISK
 FG0672_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0672_STAMPING: N 148 1935
 FG0672_MARK LOGO: CGS
 FG0672_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0598 ***********************************************************************
 FG0598  DESIGNATION -  N 149
 FG0598  PID         -  FG0598
 FG0598  STATE/COUNTY-  AR/SEARCY
 FG0598  COUNTRY     -  US
 FG0598  USGS QUAD   -  WITTS SPRINGS (2017)
 FG0598
 FG0598                         *CURRENT SURVEY CONTROL
 FG0598  ______________________________________________________________________
 FG0598* NAD 83(1986) POSITION- 35 51 52.65   (N) 092 48 00.12   (W)   HD_HELD1
 FG0598* NAVD 88 ORTHO HEIGHT -   288.360 (meters)      946.06  (feet) ADJUSTED
 FG0598  ______________________________________________________________________
 FG0598  GEOID HEIGHT    -        -28.103 (meters)                     GEOID18
 FG0598  DYNAMIC HEIGHT  -        288.097 (meters)      945.20  (feet) COMP
 FG0598  MODELED GRAVITY -    979,711.7   (mgal)                       NAVD 88
 FG0598
 FG0598  VERT ORDER      -  SECOND    CLASS 0
 FG0598
 FG0598.The horizontal coordinates were determined by differentially corrected
 FG0598.hand held GPS observations or other comparable positioning techniques
 FG0598.and have an estimated accuracy of +/- 3 meters.
 FG0598
 FG0598.The orthometric height was determined by differential leveling and
 FG0598.adjusted by the NATIONAL GEODETIC SURVEY
 FG0598.in June 1991.
 FG0598
 FG0598.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0598.GEOID18 height accuracy estimate available here.
 FG0598
 FG0598.Click photographs - Photos may exist for this station.
 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     -   170,178.9     327,747.5     MT  (+/- 3 meters HH1 GPS) 
 FG0598
 FG0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV1805368952(NAD 83)
 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
 FG0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0598.See file dsdata.pdf to determine how the superseded data were derived.
 FG0598
 FG0598_MARKER: DB = BENCH MARK DISK
 FG0598_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0598_STAMPING: N 149 1935
 FG0598_MARK LOGO: CGS
 FG0598_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0600 ***********************************************************************
 FF0600  DESIGNATION -  N 15
 FF0600  PID         -  FF0600
 FF0600  STATE/COUNTY-  AR/ST FRANCIS
 FF0600  COUNTRY     -  US
 FF0600  USGS QUAD   -  FORREST CITY (2017)
 FF0600
 FF0600                         *CURRENT SURVEY CONTROL
 FF0600  ______________________________________________________________________
 FF0600* NAD 83(1986) POSITION- 35 00 37.     (N) 090 47 09.     (W)   SCALED
 FF0600* NAVD 88 ORTHO HEIGHT -    84.165 (meters)      276.13  (feet) ADJUSTED
 FF0600  ______________________________________________________________________
 FF0600  GEOID HEIGHT    -        -26.907 (meters)                     GEOID18
 FF0600  DYNAMIC HEIGHT  -         84.089 (meters)      275.88  (feet) COMP
 FF0600  MODELED GRAVITY -    979,722.5   (mgal)                       NAVD 88
 FF0600
 FF0600  VERT ORDER      -  FIRST     CLASS II
 FF0600
 FF0600.The horizontal coordinates were scaled from a map and have
 FF0600.an estimated accuracy of +/- 6 seconds.
 FF0600
 FF0600.The orthometric height was determined by differential leveling and
 FF0600.adjusted by the NATIONAL GEODETIC SURVEY
 FF0600.in June 1991.
 FF0600
 FF0600.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0600.GEOID18 height accuracy estimate available here.
 FF0600
 FF0600.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU020764(NAD 83)
 FF0600
 FF0600                          SUPERSEDED SURVEY CONTROL
 FF0600
 FF0600  NGVD 29 (11/26/84)   84.147  (m)          276.07   (f) ADJUSTED    1 2
 FF0600
 FF0600.Superseded values are not recommended for survey control.
 FF0600
 FF0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0600.See file dsdata.pdf to determine how the superseded data were derived.
 FF0600
 FF0600_MARKER: DB = BENCH MARK DISK
 FF0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0600_STAMPING: 275.971 N 15 1932
 FF0600_MARK LOGO: CGS
 FF0600_PROJECTION: RECESSED 5 CENTIMETERS
 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, 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 = MARCH 20, 2026 22:17:28 EDT
 FG0622 ***********************************************************************
 FG0622  DESIGNATION -  N 150
 FG0622  PID         -  FG0622
 FG0622  STATE/COUNTY-  AR/SEARCY
 FG0622  COUNTRY     -  US
 FG0622  USGS QUAD   -  MARSHALL (2017)
 FG0622
 FG0622                         *CURRENT SURVEY CONTROL
 FG0622  ______________________________________________________________________
 FG0622* NAD 83(1986) POSITION- 35 52 40.     (N) 092 37 59.     (W)   SCALED
 FG0622* NAVD 88 ORTHO HEIGHT -   471.889 (meters)     1548.19  (feet) ADJUSTED
 FG0622  ______________________________________________________________________
 FG0622  GEOID HEIGHT    -        -28.034 (meters)                     GEOID18
 FG0622  DYNAMIC HEIGHT  -        471.455 (meters)     1546.77  (feet) COMP
 FG0622  MODELED GRAVITY -    979,697.3   (mgal)                       NAVD 88
 FG0622
 FG0622  VERT ORDER      -  SECOND    CLASS 0
 FG0622
 FG0622.The horizontal coordinates were scaled from a map and have
 FG0622.an estimated accuracy of +/- 6 seconds.
 FG0622
 FG0622.The orthometric height was determined by differential leveling and
 FG0622.adjusted by the NATIONAL GEODETIC SURVEY
 FG0622.in June 1991.
 FG0622
 FG0622.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0622.GEOID18 height accuracy estimate available here.
 FG0622
 FG0622.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV331704(NAD 83)
 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
 FG0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0622.See file dsdata.pdf to determine how the superseded data were derived.
 FG0622
 FG0622_MARKER: DB = BENCH MARK DISK
 FG0622_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0622_STAMPING: N 150 1935
 FG0622_MARK LOGO: CGS
 FG0622_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0622
 FG0622  HISTORY     - Date     Condition        Report By
 FG0622  HISTORY     - 1935     MONUMENTED       CGS
 FG0622  HISTORY     - 20140410 MARK NOT FOUND   ARHD
 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.
 FG0622
 FG0622                          STATION RECOVERY (2014)
 FG0622
 FG0622'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014
 FG0622'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0677 ***********************************************************************
 EJ0677  DESIGNATION -  N 152
 EJ0677  PID         -  EJ0677
 EJ0677  STATE/COUNTY-  AR/HOT SPRING
 EJ0677  COUNTRY     -  US
 EJ0677  USGS QUAD   -  DONALDSON (2017)
 EJ0677
 EJ0677                         *CURRENT SURVEY CONTROL
 EJ0677  ______________________________________________________________________
 EJ0677* NAD 83(1986) POSITION- 34 11 29.     (N) 092 57 41.     (W)   SCALED
 EJ0677* NAVD 88 ORTHO HEIGHT -    62.911 (meters)      206.40  (feet) ADJUSTED
 EJ0677  ______________________________________________________________________
 EJ0677  GEOID HEIGHT    -        -26.695 (meters)                     GEOID18
 EJ0677  DYNAMIC HEIGHT  -         62.849 (meters)      206.20  (feet) COMP
 EJ0677  MODELED GRAVITY -    979,649.9   (mgal)                       NAVD 88
 EJ0677
 EJ0677  VERT ORDER      -  FIRST     CLASS II
 EJ0677
 EJ0677.The horizontal coordinates were scaled from a map and have
 EJ0677.an estimated accuracy of +/- 6 seconds.
 EJ0677
 EJ0677.The orthometric height was determined by differential leveling and
 EJ0677.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0677.in June 1991.
 EJ0677
 EJ0677.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0677.GEOID18 height accuracy estimate available here.
 EJ0677
 EJ0677.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT035833(NAD 83)
 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
 EJ0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0677.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0677
 EJ0677_MARKER: DB = BENCH MARK DISK
 EJ0677_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0677_STAMPING: N 152 1935
 EJ0677_MARK LOGO: CGS
 EJ0677_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0808 ***********************************************************************
 FG0808  DESIGNATION -  N 156
 FG0808  PID         -  FG0808
 FG0808  STATE/COUNTY-  AR/NEWTON
 FG0808  COUNTRY     -  US
 FG0808  USGS QUAD   -  BOXLEY (2017)
 FG0808
 FG0808                         *CURRENT SURVEY CONTROL
 FG0808  ______________________________________________________________________
 FG0808* NAD 83(1986) POSITION- 35 56 16.     (N) 093 23 18.     (W)   SCALED
 FG0808* NAVD 88 ORTHO HEIGHT -   471.232 (meters)     1546.03  (feet) ADJUSTED
 FG0808  ______________________________________________________________________
 FG0808  GEOID HEIGHT    -        -27.970 (meters)                     GEOID18
 FG0808  DYNAMIC HEIGHT  -        470.783 (meters)     1544.56  (feet) COMP
 FG0808  MODELED GRAVITY -    979,665.1   (mgal)                       NAVD 88
 FG0808
 FG0808  VERT ORDER      -  SECOND    CLASS 0
 FG0808
 FG0808.The horizontal coordinates were scaled from a map and have
 FG0808.an estimated accuracy of +/- 6 seconds.
 FG0808
 FG0808.The orthometric height was determined by differential leveling and
 FG0808.adjusted by the NATIONAL GEODETIC SURVEY
 FG0808.in June 1991.
 FG0808
 FG0808.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0808.GEOID18 height accuracy estimate available here.
 FG0808
 FG0808.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV649771(NAD 83)
 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
 FG0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0808.See file dsdata.pdf to determine how the superseded data were derived.
 FG0808
 FG0808_MARKER: DB = BENCH MARK DISK
 FG0808_SETTING: 80 = SET IN A BOULDER
 FG0808_STAMPING: N 156 1935
 FG0808_MARK LOGO: CGS
 FG0808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0808+STABILITY: SURFACE MOTION
 FG0808_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG0808+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2011
 FG0808
 FG0808  HISTORY     - Date     Condition        Report By
 FG0808  HISTORY     - 1935     MONUMENTED       CGS
 FG0808  HISTORY     - 20111003 GOOD             USACEL
 FG0808  HISTORY     - 20160608 MARK NOT FOUND   ARHD
 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.
 FG0808
 FG0808                          STATION RECOVERY (2011)
 FG0808
 FG0808'RECOVERY NOTE BY USACE LITTLE ROCK 2011 (BC)
 FG0808'RECOVERED IN GOOD CONDITION.
 FG0808
 FG0808                          STATION RECOVERY (2016)
 FG0808
 FG0808'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (BAB)
 FG0808'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0555 ***********************************************************************
 GF0555  DESIGNATION -  N 157
 GF0555  PID         -  GF0555
 GF0555  STATE/COUNTY-  AR/MADISON
 GF0555  COUNTRY     -  US
 GF0555  USGS QUAD   -  ROCKHOUSE (2017)
 GF0555
 GF0555                         *CURRENT SURVEY CONTROL
 GF0555  ______________________________________________________________________
 GF0555* NAD 83(1986) POSITION- 36 16 34.     (N) 093 39 09.     (W)   SCALED
 GF0555* NAVD 88 ORTHO HEIGHT -   342.876 (meters)     1124.92  (feet) ADJUSTED
 GF0555  ______________________________________________________________________
 GF0555  GEOID HEIGHT    -        -28.162 (meters)                     GEOID18
 GF0555  DYNAMIC HEIGHT  -        342.570 (meters)     1123.92  (feet) COMP
 GF0555  MODELED GRAVITY -    979,729.4   (mgal)                       NAVD 88
 GF0555
 GF0555  VERT ORDER      -  SECOND    CLASS 0
 GF0555
 GF0555.The horizontal coordinates were scaled from a map and have
 GF0555.an estimated accuracy of +/- 6 seconds.
 GF0555
 GF0555.The orthometric height was determined by differential leveling and
 GF0555.adjusted by the NATIONAL GEODETIC SURVEY
 GF0555.in June 1991.
 GF0555
 GF0555.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0555.GEOID18 height accuracy estimate available here.
 GF0555
 GF0555.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA413147(NAD 83)
 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
 GF0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0555.See file dsdata.pdf to determine how the superseded data were derived.
 GF0555
 GF0555_MARKER: DB = BENCH MARK DISK
 GF0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0555_STAMPING: N 157 1935
 GF0555_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0446 ***********************************************************************
 GF0446  DESIGNATION -  N 158
 GF0446  PID         -  GF0446
 GF0446  STATE/COUNTY-  AR/CARROLL
 GF0446  COUNTRY     -  US
 GF0446  USGS QUAD   -  GREEN FOREST (2017)
 GF0446
 GF0446                         *CURRENT SURVEY CONTROL
 GF0446  ______________________________________________________________________
 GF0446* NAD 83(1986) POSITION- 36 16 04.     (N) 093 27 17.     (W)   SCALED
 GF0446* NAVD 88 ORTHO HEIGHT -   382.444 (meters)     1254.73  (feet) ADJUSTED
 GF0446  ______________________________________________________________________
 GF0446  GEOID HEIGHT    -        -28.156 (meters)                     GEOID18
 GF0446  DYNAMIC HEIGHT  -        382.101 (meters)     1253.61  (feet) COMP
 GF0446  MODELED GRAVITY -    979,723.0   (mgal)                       NAVD 88
 GF0446
 GF0446  VERT ORDER      -  SECOND    CLASS 0
 GF0446
 GF0446.The horizontal coordinates were scaled from a map and have
 GF0446.an estimated accuracy of +/- 6 seconds.
 GF0446
 GF0446.The orthometric height was determined by differential leveling and
 GF0446.adjusted by the NATIONAL GEODETIC SURVEY
 GF0446.in June 1991.
 GF0446
 GF0446.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0446.GEOID18 height accuracy estimate available here.
 GF0446
 GF0446.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA591137(NAD 83)
 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
 GF0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0446.See file dsdata.pdf to determine how the superseded data were derived.
 GF0446
 GF0446_MARKER: DB = BENCH MARK DISK
 GF0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0446_STAMPING: N 158 1935
 GF0446_MARK LOGO: CGS
 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 DEPARTMENT OF TRANSPORTATION 2005 (VJB)
 GF0446'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0389 ***********************************************************************
 GF0389  DESIGNATION -  N 159
 GF0389  PID         -  GF0389
 GF0389  STATE/COUNTY-  AR/BOONE
 GF0389  COUNTRY     -  US
 GF0389  USGS QUAD   -  GAITHER (2017)
 GF0389
 GF0389                         *CURRENT SURVEY CONTROL
 GF0389  ______________________________________________________________________
 GF0389* NAD 83(1986) POSITION- 36 09 08.5    (N) 093 13 56.3    (W)   HD_HELD2
 GF0389* NAVD 88 ORTHO HEIGHT -   648.112 (meters)     2126.35  (feet) ADJUSTED
 GF0389  ______________________________________________________________________
 GF0389  GEOID HEIGHT    -        -28.058 (meters)                     GEOID18
 GF0389  DYNAMIC HEIGHT  -        647.508 (meters)     2124.37  (feet) COMP
 GF0389  MODELED GRAVITY -    979,678.3   (mgal)                       NAVD 88
 GF0389
 GF0389  VERT ORDER      -  SECOND    CLASS 0
 GF0389
 GF0389.The horizontal coordinates were established by autonomous hand held GPS
 GF0389.observations and have an estimated accuracy of +/- 10 meters.
 GF0389
 GF0389.The orthometric height was determined by differential leveling and
 GF0389.adjusted by the NATIONAL GEODETIC SURVEY
 GF0389.in June 1991.
 GF0389
 GF0389.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0389.GEOID18 height accuracy estimate available here.
 GF0389
 GF0389.Click photographs - Photos may exist for this station.
 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     -   202,505.      289,109.      MT  (+/- 10 meters HH2 GPS)
 GF0389
 GF0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA7910300872(NAD 83)
 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
 GF0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0389.See file dsdata.pdf to determine how the superseded data were derived.
 GF0389
 GF0389_MARKER: DB = BENCH MARK DISK
 GF0389_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GF0389_STAMPING: N 159 1935
 GF0389_MARK LOGO: CGS
 GF0389_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0389_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GF0389+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2016
 GF0389
 GF0389  HISTORY     - Date     Condition        Report By
 GF0389  HISTORY     - 1935     MONUMENTED       CGS
 GF0389  HISTORY     - 1959     GOOD             CGS
 GF0389  HISTORY     - 20160515 GOOD             ARHD
 GF0389
 GF0389                          STATION DESCRIPTION
 GF0389
 GF0389'DESCRIBED BY COAST AND 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.
 GF0389
 GF0389                          STATION RECOVERY (2016)
 GF0389
 GF0389'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (RTH)
 GF0389'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0918 ***********************************************************************
 FF0918  DESIGNATION -  N 16
 FF0918  PID         -  FF0918
 FF0918  STATE/COUNTY-  AR/JACKSON
 FF0918  COUNTRY     -  US
 FF0918  USGS QUAD   -  AUVERGNE (2017)
 FF0918
 FF0918                         *CURRENT SURVEY CONTROL
 FF0918  ______________________________________________________________________
 FF0918* NAD 83(1986) POSITION- 35 33 49.     (N) 091 10 49.     (W)   SCALED
 FF0918* NAVD 88 ORTHO HEIGHT -    68.103 (meters)      223.43  (feet) ADJUSTED
 FF0918  ______________________________________________________________________
 FF0918  GEOID HEIGHT    -        -27.512 (meters)                     GEOID18
 FF0918  DYNAMIC HEIGHT  -         68.044 (meters)      223.24  (feet) COMP
 FF0918  MODELED GRAVITY -    979,765.3   (mgal)                       NAVD 88
 FF0918
 FF0918  VERT ORDER      -  SECOND    CLASS 0
 FF0918
 FF0918.The horizontal coordinates were scaled from a map and have
 FF0918.an estimated accuracy of +/- 6 seconds.
 FF0918
 FF0918.The orthometric height was determined by differential leveling and
 FF0918.adjusted by the NATIONAL GEODETIC SURVEY
 FF0918.in June 1991.
 FF0918
 FF0918.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0918.GEOID18 height accuracy estimate available here.
 FF0918
 FF0918.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV649370(NAD 83)
 FF0918
 FF0918                          SUPERSEDED SURVEY CONTROL
 FF0918
 FF0918  NGVD 29 (11/26/84)   68.038  (m)          223.22   (f) ADJUSTED    2 0
 FF0918
 FF0918.Superseded values are not recommended for survey control.
 FF0918
 FF0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0918.See file dsdata.pdf to determine how the superseded data were derived.
 FF0918
 FF0918_MARKER: DB = BENCH MARK DISK
 FF0918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0918_STAMPING: 223.221 N 16 1932
 FF0918_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1495 ***********************************************************************
 EJ1495  DESIGNATION -  N 163
 EJ1495  PID         -  EJ1495
 EJ1495  STATE/COUNTY-  AR/MONTGOMERY
 EJ1495  COUNTRY     -  US
 EJ1495  USGS QUAD   -  REED MOUNTAIN (2017)
 EJ1495
 EJ1495                         *CURRENT SURVEY CONTROL
 EJ1495  ______________________________________________________________________
 EJ1495* NAD 83(1986) POSITION- 34 32 22.     (N) 093 36 04.     (W)   SCALED
 EJ1495* NAVD 88 ORTHO HEIGHT -   197.306 (meters)      647.33  (feet) ADJUSTED
 EJ1495  ______________________________________________________________________
 EJ1495  GEOID HEIGHT    -        -28.414 (meters)                     GEOID18
 EJ1495  DYNAMIC HEIGHT  -        197.106 (meters)      646.67  (feet) COMP
 EJ1495  MODELED GRAVITY -    979,618.0   (mgal)                       NAVD 88
 EJ1495
 EJ1495  VERT ORDER      -  SECOND    CLASS 0
 EJ1495
 EJ1495.The horizontal coordinates were scaled from a map and have
 EJ1495.an estimated accuracy of +/- 6 seconds.
 EJ1495
 EJ1495.The orthometric height was determined by differential leveling and
 EJ1495.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1495.in June 1991.
 EJ1495
 EJ1495.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1495.GEOID18 height accuracy estimate available here.
 EJ1495
 EJ1495.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU448221(NAD 83)
 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
 EJ1495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1495.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1495
 EJ1495_MARKER: DB = BENCH MARK DISK
 EJ1495_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EJ1495_SP_SET: BRIDGE
 EJ1495_STAMPING: N 163 1935
 EJ1495_MARK LOGO: CGS
 EJ1495_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1495
 EJ1495  HISTORY     - Date     Condition        Report By
 EJ1495  HISTORY     - 1935     MONUMENTED       CGS
 EJ1495  HISTORY     - 1961     GOOD             CGS
 EJ1495  HISTORY     - 20030501 MARK NOT FOUND   ARHD
 EJ1495
 EJ1495                          STATION DESCRIPTION
 EJ1495
 EJ1495'DESCRIBED BY COAST AND 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 DEPARTMENT OF TRANSPORTATION 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 = MARCH 20, 2026 22:17:28 EDT
 FF1365 ***********************************************************************
 FF1365  DESIGNATION -  N 164
 FF1365  PID         -  FF1365
 FF1365  STATE/COUNTY-  AR/WHITE
 FF1365  COUNTRY     -  US
 FF1365  USGS QUAD   -  GARNER (2017)
 FF1365
 FF1365                         *CURRENT SURVEY CONTROL
 FF1365  ______________________________________________________________________
 FF1365* NAD 83(1986) POSITION- 35 14 49.     (N) 091 45 24.     (W)   SCALED
 FF1365* NAVD 88 ORTHO HEIGHT -    79.891 (meters)      262.11  (feet) ADJUSTED
 FF1365  ______________________________________________________________________
 FF1365  GEOID HEIGHT    -        -27.363 (meters)                     GEOID18
 FF1365  DYNAMIC HEIGHT  -         79.818 (meters)      261.87  (feet) COMP
 FF1365  MODELED GRAVITY -    979,729.6   (mgal)                       NAVD 88
 FF1365
 FF1365  VERT ORDER      -  FIRST     CLASS II
 FF1365
 FF1365.The horizontal coordinates were scaled from a map and have
 FF1365.an estimated accuracy of +/- 6 seconds.
 FF1365
 FF1365.The orthometric height was determined by differential leveling and
 FF1365.adjusted by the NATIONAL GEODETIC SURVEY
 FF1365.in June 1991.
 FF1365
 FF1365.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1365.GEOID18 height accuracy estimate available here.
 FF1365
 FF1365.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV131011(NAD 83)
 FF1365
 FF1365                          SUPERSEDED SURVEY CONTROL
 FF1365
 FF1365  NGVD 29 (11/26/84)   79.839  (m)          261.94   (f) ADJUSTED    1 2
 FF1365
 FF1365.Superseded values are not recommended for survey control.
 FF1365
 FF1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1365.See file dsdata.pdf to determine how the superseded data were derived.
 FF1365
 FF1365_MARKER: DB = BENCH MARK DISK
 FF1365_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FF1365_SP_SET: CULVERT HEADWALL
 FF1365_STAMPING: N 164 1955
 FF1365_MARK LOGO: CGS
 FF1365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1365+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1623 ***********************************************************************
 FF1623  DESIGNATION -  N 165
 FF1623  PID         -  FF1623
 FF1623  STATE/COUNTY-  AR/INDEPENDENCE
 FF1623  COUNTRY     -  US
 FF1623  USGS QUAD   -  SULPHUR ROCK (2017)
 FF1623
 FF1623                         *CURRENT SURVEY CONTROL
 FF1623  ______________________________________________________________________
 FF1623* NAD 83(1986) POSITION- 35 51 08.6    (N) 091 34 21.9    (W)   HD_HELD2
 FF1623* NAVD 88 ORTHO HEIGHT -   155.301 (meters)      509.52  (feet) ADJUSTED
 FF1623  ______________________________________________________________________
 FF1623  GEOID HEIGHT    -        -27.716 (meters)                     GEOID18
 FF1623  DYNAMIC HEIGHT  -        155.166 (meters)      509.07  (feet) COMP
 FF1623  MODELED GRAVITY -    979,762.3   (mgal)                       NAVD 88
 FF1623
 FF1623  VERT ORDER      -  SECOND    CLASS 0
 FF1623
 FF1623.The horizontal coordinates were established by autonomous hand held GPS
 FF1623.observations and have an estimated accuracy of +/- 10 meters.
 FF1623
 FF1623.The orthometric height was determined by differential leveling and
 FF1623.adjusted by the NATIONAL GEODETIC SURVEY
 FF1623.in June 1991.
 FF1623
 FF1623.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1623.GEOID18 height accuracy estimate available here.
 FF1623
 FF1623.Click photographs - Photos may exist for this station.
 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     -   168,611.      438,592.      MT  (+/- 10 meters HH2 GPS)
 FF1623
 FF1623_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV2887868516(NAD 83)
 FF1623
 FF1623                          SUPERSEDED SURVEY CONTROL
 FF1623
 FF1623  NGVD 29 (11/26/84)  155.227  (m)          509.27   (f) ADJUSTED    2 0
 FF1623
 FF1623.Superseded values are not recommended for survey control.
 FF1623
 FF1623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1623.See file dsdata.pdf to determine how the superseded data were derived.
 FF1623
 FF1623_MARKER: DB = BENCH MARK DISK
 FF1623_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FF1623_SP_SET: CULVERT HEADWALL
 FF1623_STAMPING: N 165 1955
 FF1623_MARK LOGO: CGS
 FF1623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1623+STABILITY: SURFACE MOTION
 FF1623_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF1623+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2010
 FF1623
 FF1623  HISTORY     - Date     Condition        Report By
 FF1623  HISTORY     - 1955     MONUMENTED       CGS
 FF1623  HISTORY     - 20100809 GOOD             ARHD
 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.
 FF1623
 FF1623                          STATION RECOVERY (2010)
 FF1623
 FF1623'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2010 (NVL)
 FF1623'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GE0620 ***********************************************************************
 GE0620  DESIGNATION -  N 166
 GE0620  PID         -  GE0620
 GE0620  STATE/COUNTY-  AR/SHARP
 GE0620  COUNTRY     -  US
 GE0620  USGS QUAD   -  ASH FLAT (2017)
 GE0620
 GE0620                         *CURRENT SURVEY CONTROL
 GE0620  ______________________________________________________________________
 GE0620* NAD 83(1986) POSITION- 36 13 32.83   (N) 091 36 28.03   (W)   HD_HELD1
 GE0620* NAVD 88 ORTHO HEIGHT -   204.238 (meters)      670.07  (feet) ADJUSTED
 GE0620  ______________________________________________________________________
 GE0620  GEOID HEIGHT    -        -28.192 (meters)                     GEOID18
 GE0620  DYNAMIC HEIGHT  -        204.067 (meters)      669.51  (feet) COMP
 GE0620  MODELED GRAVITY -    979,788.6   (mgal)                       NAVD 88
 GE0620
 GE0620  VERT ORDER      -  SECOND    CLASS 0
 GE0620
 GE0620.The horizontal coordinates were determined by differentially corrected
 GE0620.hand held GPS observations or other comparable positioning techniques
 GE0620.and have an estimated accuracy of +/- 3 meters.
 GE0620
 GE0620.The orthometric height was determined by differential leveling and
 GE0620.adjusted by the NATIONAL GEODETIC SURVEY
 GE0620.in June 1991.
 GE0620
 GE0620.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0620.GEOID18 height accuracy estimate available here.
 GE0620
 GE0620.Click photographs - Photos may exist for this station.
 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     -   210,028.8     435,262.2     MT  (+/- 3 meters HH1 GPS) 
 GE0620
 GE0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA2512209890(NAD 83)
 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
 GE0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0620.See file dsdata.pdf to determine how the superseded data were derived.
 GE0620
 GE0620_MARKER: DB = BENCH MARK DISK
 GE0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0620_STAMPING: N 166 1955
 GE0620_MARK LOGO: CGS
 GE0620_PROJECTION: FLUSH
 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  HISTORY     - 20251014 MARK NOT FOUND   ARHD
 GE0620  HISTORY     - 20260105 MARK NOT FOUND   ARHD
 GE0620
 GE0620                          STATION DESCRIPTION
 GE0620
 GE0620'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 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.
 GE0620
 GE0620                          STATION RECOVERY (2025)
 GE0620
 GE0620'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2025 (WAT)
 GE0620'HIGHSCHOOL NO LONGER STANDING.  BENCH MARK LIKELY DESTROYED BY NEW
 GE0620'ASPHALT PARKING LOT OF FNBC BANK.
 GE0620
 GE0620                          STATION RECOVERY (2026)
 GE0620
 GE0620'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2026 (JH)
 GE0620'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GE0574 ***********************************************************************
 GE0574  DESIGNATION -  N 167
 GE0574  PID         -  GE0574
 GE0574  STATE/COUNTY-  AR/FULTON
 GE0574  COUNTRY     -  US
 GE0574  USGS QUAD   -  SALEM (2017)
 GE0574
 GE0574                         *CURRENT SURVEY CONTROL
 GE0574  ______________________________________________________________________
 GE0574* NAD 83(1986) POSITION- 36 21 21.     (N) 091 47 38.     (W)   SCALED
 GE0574* NAVD 88 ORTHO HEIGHT -   197.072 (meters)      646.56  (feet) ADJUSTED
 GE0574  ______________________________________________________________________
 GE0574  GEOID HEIGHT    -        -28.309 (meters)                     GEOID18
 GE0574  DYNAMIC HEIGHT  -        196.907 (meters)      646.02  (feet) COMP
 GE0574  MODELED GRAVITY -    979,789.4   (mgal)                       NAVD 88
 GE0574
 GE0574  VERT ORDER      -  SECOND    CLASS 0
 GE0574
 GE0574.The horizontal coordinates were scaled from a map and have
 GE0574.an estimated accuracy of +/- 6 seconds.
 GE0574
 GE0574.The orthometric height was determined by differential leveling and
 GE0574.adjusted by the NATIONAL GEODETIC SURVEY
 GE0574.in June 1991.
 GE0574
 GE0574.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0574.GEOID18 height accuracy estimate available here.
 GE0574
 GE0574.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA082240(NAD 83)
 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
 GE0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0574.See file dsdata.pdf to determine how the superseded data were derived.
 GE0574
 GE0574_MARKER: DB = BENCH MARK DISK
 GE0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0574_STAMPING: N 167 1955
 GE0574_MARK LOGO: CGS
 GE0574_PROJECTION: PROJECTING 30 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1203 ***********************************************************************
 EH1203  DESIGNATION -  N 168
 EH1203  PID         -  EH1203
 EH1203  STATE/COUNTY-  AR/MONROE
 EH1203  COUNTRY     -  US
 EH1203  USGS QUAD   -  CLARENDON (2017)
 EH1203
 EH1203                         *CURRENT SURVEY CONTROL
 EH1203  ______________________________________________________________________
 EH1203* NAD 83(1986) POSITION- 34 39 13.     (N) 091 21 42.     (W)   SCALED
 EH1203* NAVD 88 ORTHO HEIGHT -    54.645 (meters)      179.28  (feet) ADJUSTED
 EH1203  ______________________________________________________________________
 EH1203  GEOID HEIGHT    -        -26.795 (meters)                     GEOID18
 EH1203  DYNAMIC HEIGHT  -         54.594 (meters)      179.11  (feet) COMP
 EH1203  MODELED GRAVITY -    979,688.4   (mgal)                       NAVD 88
 EH1203
 EH1203  VERT ORDER      -  FIRST     CLASS II
 EH1203
 EH1203.The horizontal coordinates were scaled from a map and have
 EH1203.an estimated accuracy of +/- 6 seconds.
 EH1203
 EH1203.The orthometric height was determined by differential leveling and
 EH1203.adjusted by the NATIONAL GEODETIC SURVEY
 EH1203.in June 1991.
 EH1203
 EH1203.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1203.GEOID18 height accuracy estimate available here.
 EH1203
 EH1203.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU501358(NAD 83)
 EH1203
 EH1203                          SUPERSEDED SURVEY CONTROL
 EH1203
 EH1203  NGVD 29 (11/26/84)   54.668  (m)          179.36   (f) ADJUSTED    1 2
 EH1203
 EH1203.Superseded values are not recommended for survey control.
 EH1203
 EH1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1203.See file dsdata.pdf to determine how the superseded data were derived.
 EH1203
 EH1203_MARKER: DB = BENCH MARK DISK
 EH1203_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH1203_SP_SET: PIER
 EH1203_STAMPING: N 168 1955
 EH1203_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH0945 ***********************************************************************
 EH0945  DESIGNATION -  N 169
 EH0945  PID         -  EH0945
 EH0945  STATE/COUNTY-  AR/ST FRANCIS
 EH0945  COUNTRY     -  US
 EH0945  USGS QUAD   -  PALESTINE (2017)
 EH0945
 EH0945                         *CURRENT SURVEY CONTROL
 EH0945  ______________________________________________________________________
 EH0945* NAD 83(1986) POSITION- 34 57 19.9    (N) 090 57 46.4    (W)   HD_HELD2
 EH0945* NAVD 88 ORTHO HEIGHT -    63.723 (meters)      209.06  (feet) ADJUSTED
 EH0945  ______________________________________________________________________
 EH0945  GEOID HEIGHT    -        -26.864 (meters)                     GEOID18
 EH0945  DYNAMIC HEIGHT  -         63.665 (meters)      208.87  (feet) COMP
 EH0945  MODELED GRAVITY -    979,725.9   (mgal)                       NAVD 88
 EH0945
 EH0945  VERT ORDER      -  FIRST     CLASS II
 EH0945
 EH0945.The horizontal coordinates were established by autonomous hand held GPS
 EH0945.observations and have an estimated accuracy of +/- 10 meters.
 EH0945
 EH0945.The orthometric height was determined by differential leveling and
 EH0945.adjusted by the NATIONAL GEODETIC SURVEY
 EH0945.in June 1991.
 EH0945
 EH0945.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0945.GEOID18 height accuracy estimate available here.
 EH0945
 EH0945.Click photographs - Photos may exist for this station.
 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     -    69,527.      494,725.      MT  (+/- 10 meters HH2 GPS)
 EH0945
 EH0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU8600370006(NAD 83)
 EH0945
 EH0945                          SUPERSEDED SURVEY CONTROL
 EH0945
 EH0945  NGVD 29 (11/26/84)   63.721  (m)          209.06   (f) ADJUSTED    1 2
 EH0945
 EH0945.Superseded values are not recommended for survey control.
 EH0945
 EH0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0945.See file dsdata.pdf to determine how the superseded data were derived.
 EH0945
 EH0945_MARKER: DB = BENCH MARK DISK
 EH0945_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EH0945_SP_SET: CULVERT HEADWALL
 EH0945_STAMPING: N 169 1955
 EH0945_MARK LOGO: CGS
 EH0945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0945+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0547 ***********************************************************************
 GE0547  DESIGNATION -  N 17
 GE0547  PID         -  GE0547
 GE0547  STATE/COUNTY-  AR/IZARD
 GE0547  COUNTRY     -  US
 GE0547  USGS QUAD   -  MELBOURNE (2017)
 GE0547
 GE0547                         *CURRENT SURVEY CONTROL
 GE0547  ______________________________________________________________________
 GE0547* NAD 83(1986) POSITION- 36 02 07.     (N) 091 56 24.     (W)   SCALED
 GE0547* NAVD 88 ORTHO HEIGHT -   220.603 (meters)      723.76  (feet) ADJUSTED
 GE0547  ______________________________________________________________________
 GE0547  GEOID HEIGHT    -        -27.864 (meters)                     GEOID18
 GE0547  DYNAMIC HEIGHT  -        220.414 (meters)      723.14  (feet) COMP
 GE0547  MODELED GRAVITY -    979,771.2   (mgal)                       NAVD 88
 GE0547
 GE0547  VERT ORDER      -  SECOND    CLASS 0
 GE0547
 GE0547.The horizontal coordinates were scaled from a map and have
 GE0547.an estimated accuracy of +/- 6 seconds.
 GE0547
 GE0547.The orthometric height was determined by differential leveling and
 GE0547.adjusted by the NATIONAL GEODETIC SURVEY
 GE0547.in June 1991.
 GE0547
 GE0547.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0547.GEOID18 height accuracy estimate available here.
 GE0547
 GE0547.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV954883(NAD 83)
 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
 GE0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0547.See file dsdata.pdf to determine how the superseded data were derived.
 GE0547
 GE0547_MARKER: DB = BENCH MARK DISK
 GE0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0547_STAMPING: 723.417 N 17 1932
 GE0547_MARK LOGO: CGS
 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             CGS
 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EH1234 ***********************************************************************
 EH1234  DESIGNATION -  N 170
 EH1234  PID         -  EH1234
 EH1234  STATE/COUNTY-  AR/MONROE
 EH1234  COUNTRY     -  US
 EH1234  USGS QUAD   -  DE VALLS BLUFF SE (2017)
 EH1234
 EH1234                         *CURRENT SURVEY CONTROL
 EH1234  ______________________________________________________________________
 EH1234* NAD 83(1986) POSITION- 34 49 06.     (N) 091 15 32.     (W)   SCALED
 EH1234* NAVD 88 ORTHO HEIGHT -    56.840 (meters)      186.48  (feet) ADJUSTED
 EH1234  ______________________________________________________________________
 EH1234  GEOID HEIGHT    -        -26.866 (meters)                     GEOID18
 EH1234  DYNAMIC HEIGHT  -         56.787 (meters)      186.31  (feet) COMP
 EH1234  MODELED GRAVITY -    979,708.0   (mgal)                       NAVD 88
 EH1234
 EH1234  VERT ORDER      -  FIRST     CLASS II
 EH1234
 EH1234.The horizontal coordinates were scaled from a map and have
 EH1234.an estimated accuracy of +/- 6 seconds.
 EH1234
 EH1234.The orthometric height was determined by differential leveling and
 EH1234.adjusted by the NATIONAL GEODETIC SURVEY
 EH1234.in June 1991.
 EH1234
 EH1234.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1234.GEOID18 height accuracy estimate available here.
 EH1234
 EH1234.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU592542(NAD 83)
 EH1234
 EH1234                          SUPERSEDED SURVEY CONTROL
 EH1234
 EH1234  NGVD 29 (11/26/84)   56.848  (m)          186.51   (f) ADJUSTED    1 2
 EH1234
 EH1234.Superseded values are not recommended for survey control.
 EH1234
 EH1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1234.See file dsdata.pdf to determine how the superseded data were derived.
 EH1234
 EH1234_MARKER: DB = BENCH MARK DISK
 EH1234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1234_STAMPING: N 170 1955
 EH1234_MARK LOGO: CGS
 EH1234_PROJECTION: PROJECTING 8 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH0828 ***********************************************************************
 EH0828  DESIGNATION -  N 171
 EH0828  PID         -  EH0828
 EH0828  STATE/COUNTY-  AR/PHILLIPS
 EH0828  COUNTRY     -  US
 EH0828  USGS QUAD   -  LEXA (2017)
 EH0828
 EH0828                         *CURRENT SURVEY CONTROL
 EH0828  ______________________________________________________________________
 EH0828* NAD 83(1986) POSITION- 34 33 09.     (N) 090 49 15.     (W)   SCALED
 EH0828* NAVD 88 ORTHO HEIGHT -    59.151 (meters)      194.06  (feet) ADJUSTED
 EH0828  ______________________________________________________________________
 EH0828  GEOID HEIGHT    -        -26.977 (meters)                     GEOID18
 EH0828  DYNAMIC HEIGHT  -         59.094 (meters)      193.88  (feet) COMP
 EH0828  MODELED GRAVITY -    979,671.0   (mgal)                       NAVD 88
 EH0828
 EH0828  VERT ORDER      -  FIRST     CLASS II
 EH0828
 EH0828.The horizontal coordinates were scaled from a map and have
 EH0828.an estimated accuracy of +/- 6 seconds.
 EH0828
 EH0828.The orthometric height was determined by differential leveling and
 EH0828.adjusted by the NATIONAL GEODETIC SURVEY
 EH0828.in June 1991.
 EH0828
 EH0828.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0828.GEOID18 height accuracy estimate available here.
 EH0828
 EH0828.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU999255(NAD 83)
 EH0828
 EH0828                          SUPERSEDED SURVEY CONTROL
 EH0828
 EH0828  NGVD 29 (11/26/84)   59.188  (m)          194.19   (f) ADJUSTED    1 2
 EH0828
 EH0828.Superseded values are not recommended for survey control.
 EH0828
 EH0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0828.See file dsdata.pdf to determine how the superseded data were derived.
 EH0828
 EH0828_MARKER: DB = BENCH MARK DISK
 EH0828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0828_STAMPING: N 171 1956
 EH0828_MARK LOGO: CGS
 EH0828_PROJECTION: PROJECTING 5 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH0906 ***********************************************************************
 EH0906  DESIGNATION -  N 172 RESET
 EH0906  PID         -  EH0906
 EH0906  STATE/COUNTY-  AR/PHILLIPS
 EH0906  COUNTRY     -  US
 EH0906  USGS QUAD   -  WEST HELENA (2017)
 EH0906
 EH0906                         *CURRENT SURVEY CONTROL
 EH0906  ______________________________________________________________________
 EH0906* NAD 83(1986) POSITION- 34 33 16.     (N) 090 39 30.     (W)   SCALED
 EH0906* NAVD 88 ORTHO HEIGHT -    73.348 (meters)      240.64  (feet) ADJUSTED
 EH0906  ______________________________________________________________________
 EH0906  GEOID HEIGHT    -        -27.012 (meters)                     GEOID18
 EH0906  DYNAMIC HEIGHT  -         73.277 (meters)      240.41  (feet) COMP
 EH0906  MODELED GRAVITY -    979,668.2   (mgal)                       NAVD 88
 EH0906
 EH0906  VERT ORDER      -  FIRST     CLASS II
 EH0906
 EH0906.The horizontal coordinates were scaled from a map and have
 EH0906.an estimated accuracy of +/- 6 seconds.
 EH0906
 EH0906.The orthometric height was determined by differential leveling and
 EH0906.adjusted by the NATIONAL GEODETIC SURVEY
 EH0906.in June 1991.
 EH0906
 EH0906.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0906.GEOID18 height accuracy estimate available here.
 EH0906
 EH0906.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU148261(NAD 83)
 EH0906
 EH0906                          SUPERSEDED SURVEY CONTROL
 EH0906
 EH0906  NGVD 29 (11/26/84)   73.383  (m)          240.76   (f) ADJUSTED    1 2
 EH0906
 EH0906.Superseded values are not recommended for survey control.
 EH0906
 EH0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0906.See file dsdata.pdf to determine how the superseded data were derived.
 EH0906
 EH0906_MARKER: DB = BENCH MARK DISK
 EH0906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0906_STAMPING: N 172 RESET 1965
 EH0906_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0256 ***********************************************************************
 FF0256  DESIGNATION -  N 173
 FF0256  PID         -  FF0256
 FF0256  STATE/COUNTY-  AR/CRITTENDEN
 FF0256  COUNTRY     -  US
 FF0256  USGS QUAD   -  WEST MEMPHIS (2017)
 FF0256
 FF0256                         *CURRENT SURVEY CONTROL
 FF0256  ______________________________________________________________________
 FF0256* NAD 83(1986) POSITION- 35 08 14.     (N) 090 09 08.     (W)   SCALED
 FF0256* NAVD 88 ORTHO HEIGHT -    70.560 (meters)      231.50  (feet) ADJUSTED
 FF0256  ______________________________________________________________________
 FF0256  GEOID HEIGHT    -        -27.316 (meters)                     GEOID18
 FF0256  DYNAMIC HEIGHT  -         70.496 (meters)      231.29  (feet) COMP
 FF0256  MODELED GRAVITY -    979,731.4   (mgal)                       NAVD 88
 FF0256
 FF0256  VERT ORDER      -  FIRST     CLASS II
 FF0256
 FF0256.The horizontal coordinates were scaled from a map and have
 FF0256.an estimated accuracy of +/- 6 seconds.
 FF0256
 FF0256.The orthometric height was determined by differential leveling and
 FF0256.adjusted by the NATIONAL GEODETIC SURVEY
 FF0256.in September 2022.
 FF0256
 FF0256.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0256.GEOID18 height accuracy estimate available here.
 FF0256
 FF0256.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU594919(NAD 83)
 FF0256
 FF0256                          SUPERSEDED SURVEY CONTROL
 FF0256
 FF0256  NAVD 88 (06/15/91)   70.571  (m)          231.53   (f) SUPERSEDED  1 2
 FF0256  NGVD 29 (11/26/84)   70.545  (m)          231.45   (f) ADJUSTED    1 2
 FF0256
 FF0256.Superseded values are not recommended for survey control.
 FF0256
 FF0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0256.See file dsdata.pdf to determine how the superseded data were derived.
 FF0256
 FF0256_MARKER: DB = BENCH MARK DISK
 FF0256_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FF0256_SP_SET: CULVERT HEADWALL
 FF0256_STAMPING: N 173 1956
 FF0256_MARK LOGO: CGS
 FF0256_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0256+STABILITY: SURFACE MOTION
 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             USACE
 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 ARMY CORPS OF ENGINEERS 2000 (JMH)
 FF0256'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0128 ***********************************************************************
 FF0128  DESIGNATION -  N 174
 FF0128  PID         -  FF0128
 FF0128  STATE/COUNTY-  AR/CRITTENDEN
 FF0128  COUNTRY     -  US
 FF0128  USGS QUAD   -  TYRONZA (2017)
 FF0128
 FF0128                         *CURRENT SURVEY CONTROL
 FF0128  ______________________________________________________________________
 FF0128* NAD 83(1986) POSITION- 35 22 54.     (N) 090 15 29.     (W)   SCALED
 FF0128* NAVD 88 ORTHO HEIGHT -    66.967 (meters)      219.71  (feet) ADJUSTED
 FF0128  ______________________________________________________________________
 FF0128  GEOID HEIGHT    -        -27.509 (meters)                     GEOID18
 FF0128  DYNAMIC HEIGHT  -         66.908 (meters)      219.51  (feet) COMP
 FF0128  MODELED GRAVITY -    979,749.2   (mgal)                       NAVD 88
 FF0128
 FF0128  VERT ORDER      -  FIRST     CLASS II
 FF0128
 FF0128.The horizontal coordinates were scaled from a map and have
 FF0128.an estimated accuracy of +/- 6 seconds.
 FF0128
 FF0128.The orthometric height was determined by differential leveling and
 FF0128.adjusted by the NATIONAL GEODETIC SURVEY
 FF0128.in January 1995.
 FF0128
 FF0128.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0128.GEOID18 height accuracy estimate available here.
 FF0128
 FF0128.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV490188(NAD 83)
 FF0128
 FF0128                          SUPERSEDED SURVEY CONTROL
 FF0128
 FF0128  NAVD 88 (06/15/91)   66.987  (m)          219.77   (f) SUPERSEDED  1 2
 FF0128  NGVD 29 (11/26/84)   66.934  (m)          219.60   (f) ADJUSTED    1 2
 FF0128
 FF0128.Superseded values are not recommended for survey control.
 FF0128
 FF0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0128.See file dsdata.pdf to determine how the superseded data were derived.
 FF0128
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0569 ***********************************************************************
 FF0569  DESIGNATION -  N 175
 FF0569  PID         -  FF0569
 FF0569  STATE/COUNTY-  AR/CROSS
 FF0569  COUNTRY     -  US
 FF0569  USGS QUAD   -  HAMLIN (2017)
 FF0569
 FF0569                         *CURRENT SURVEY CONTROL
 FF0569  ______________________________________________________________________
 FF0569* NAD 83(1986) POSITION- 35 14 21.     (N) 090 58 44.     (W)   SCALED
 FF0569* NAVD 88 ORTHO HEIGHT -    66.700 (meters)      218.83  (feet) ADJUSTED
 FF0569  ______________________________________________________________________
 FF0569  GEOID HEIGHT    -        -27.224 (meters)                     GEOID18
 FF0569  DYNAMIC HEIGHT  -         66.640 (meters)      218.63  (feet) COMP
 FF0569  MODELED GRAVITY -    979,737.6   (mgal)                       NAVD 88
 FF0569
 FF0569  VERT ORDER      -  FIRST     CLASS II
 FF0569
 FF0569.The horizontal coordinates were scaled from a map and have
 FF0569.an estimated accuracy of +/- 6 seconds.
 FF0569
 FF0569.The orthometric height was determined by differential leveling and
 FF0569.adjusted by the NATIONAL GEODETIC SURVEY
 FF0569.in June 1991.
 FF0569
 FF0569.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0569.GEOID18 height accuracy estimate available here.
 FF0569
 FF0569.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV839014(NAD 83)
 FF0569
 FF0569                          SUPERSEDED SURVEY CONTROL
 FF0569
 FF0569  NGVD 29 (11/26/84)   66.664  (m)          218.71   (f) ADJUSTED    1 2
 FF0569
 FF0569.Superseded values are not recommended for survey control.
 FF0569
 FF0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0569.See file dsdata.pdf to determine how the superseded data were derived.
 FF0569
 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_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH0848 ***********************************************************************
 EH0848  DESIGNATION -  N 176
 EH0848  PID         -  EH0848
 EH0848  STATE/COUNTY-  AR/LEE
 EH0848  COUNTRY     -  US
 EH0848  USGS QUAD   -  MORO (2017)
 EH0848
 EH0848                         *CURRENT SURVEY CONTROL
 EH0848  ______________________________________________________________________
 EH0848* NAD 83(1986) POSITION- 34 47 09.     (N) 090 58 42.     (W)   SCALED
 EH0848* NAVD 88 ORTHO HEIGHT -    58.032 (meters)      190.39  (feet) ADJUSTED
 EH0848  ______________________________________________________________________
 EH0848  GEOID HEIGHT    -        -26.723 (meters)                     GEOID18
 EH0848  DYNAMIC HEIGHT  -         57.979 (meters)      190.22  (feet) COMP
 EH0848  MODELED GRAVITY -    979,719.3   (mgal)                       NAVD 88
 EH0848
 EH0848  VERT ORDER      -  FIRST     CLASS II
 EH0848
 EH0848.The horizontal coordinates were scaled from a map and have
 EH0848.an estimated accuracy of +/- 6 seconds.
 EH0848
 EH0848.The orthometric height was determined by differential leveling and
 EH0848.adjusted by the NATIONAL GEODETIC SURVEY
 EH0848.in June 1991.
 EH0848
 EH0848.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0848.GEOID18 height accuracy estimate available here.
 EH0848
 EH0848.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU849511(NAD 83)
 EH0848
 EH0848                          SUPERSEDED SURVEY CONTROL
 EH0848
 EH0848  NGVD 29 (11/26/84)   58.041  (m)          190.42   (f) ADJUSTED    1 2
 EH0848
 EH0848.Superseded values are not recommended for survey control.
 EH0848
 EH0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0848.See file dsdata.pdf to determine how the superseded data were derived.
 EH0848
 EH0848_MARKER: DB = BENCH MARK DISK
 EH0848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0848_STAMPING: N 176 1955
 EH0848_MARK LOGO: CGS
 EH0848_PROJECTION: PROJECTING 8 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0633 ***********************************************************************
 FF0633  DESIGNATION -  N 178
 FF0633  PID         -  FF0633
 FF0633  STATE/COUNTY-  AR/ST FRANCIS
 FF0633  COUNTRY     -  US
 FF0633  USGS QUAD   -  ROUND POND (2017)
 FF0633
 FF0633                         *CURRENT SURVEY CONTROL
 FF0633  ______________________________________________________________________
 FF0633* NAD 83(1986) POSITION- 35 03 36.     (N) 090 37 08.     (W)   SCALED
 FF0633* NAVD 88 ORTHO HEIGHT -    60.820 (meters)      199.54  (feet) ADJUSTED
 FF0633  ______________________________________________________________________
 FF0633  GEOID HEIGHT    -        -27.005 (meters)                     GEOID18
 FF0633  DYNAMIC HEIGHT  -         60.766 (meters)      199.36  (feet) COMP
 FF0633  MODELED GRAVITY -    979,735.0   (mgal)                       NAVD 88
 FF0633
 FF0633  VERT ORDER      -  FIRST     CLASS II
 FF0633
 FF0633.The horizontal coordinates were scaled from a map and have
 FF0633.an estimated accuracy of +/- 6 seconds.
 FF0633
 FF0633.The orthometric height was determined by differential leveling and
 FF0633.adjusted by the NATIONAL GEODETIC SURVEY
 FF0633.in June 1991.
 FF0633
 FF0633.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0633.GEOID18 height accuracy estimate available here.
 FF0633
 FF0633.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU171822(NAD 83)
 FF0633
 FF0633                          SUPERSEDED SURVEY CONTROL
 FF0633
 FF0633  NGVD 29 (11/26/84)   60.802  (m)          199.48   (f) ADJUSTED    1 2
 FF0633
 FF0633.Superseded values are not recommended for survey control.
 FF0633
 FF0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0633.See file dsdata.pdf to determine how the superseded data were derived.
 FF0633
 FF0633_MARKER: DB = BENCH MARK DISK
 FF0633_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FF0633_STAMPING: N 178 1956
 FF0633_MARK LOGO: CGS
 FF0633_PROJECTION: FLUSH
 FF0633_MAGNETIC: I = MARKER IS A STEEL ROD
 FF0633_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0633_ROD/PIPE-DEPTH: 15.2 meters
 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, 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 = MARCH 20, 2026 22:17:28 EDT
 FF0756 ***********************************************************************
 FF0756  DESIGNATION -  N 179
 FF0756  PID         -  FF0756
 FF0756  STATE/COUNTY-  AR/CRAIGHEAD
 FF0756  COUNTRY     -  US
 FF0756  USGS QUAD   -  TRUMANN (2017)
 FF0756
 FF0756                         *CURRENT SURVEY CONTROL
 FF0756  ______________________________________________________________________
 FF0756* NAD 83(1986) POSITION- 35 44 08.     (N) 090 33 15.     (W)   SCALED
 FF0756* NAVD 88 ORTHO HEIGHT -    68.731 (meters)      225.50  (feet) ADJUSTED
 FF0756  ______________________________________________________________________
 FF0756  GEOID HEIGHT    -        -27.866 (meters)                     GEOID18
 FF0756  DYNAMIC HEIGHT  -         68.672 (meters)      225.30  (feet) COMP
 FF0756  MODELED GRAVITY -    979,773.9   (mgal)                       NAVD 88
 FF0756
 FF0756  VERT ORDER      -  FIRST     CLASS II
 FF0756
 FF0756.The horizontal coordinates were scaled from a map and have
 FF0756.an estimated accuracy of +/- 6 seconds.
 FF0756
 FF0756.The orthometric height was determined by differential leveling and
 FF0756.adjusted by the NATIONAL GEODETIC SURVEY
 FF0756.in June 1991.
 FF0756
 FF0756.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0756.GEOID18 height accuracy estimate available here.
 FF0756
 FF0756.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV211573(NAD 83)
 FF0756
 FF0756                          SUPERSEDED SURVEY CONTROL
 FF0756
 FF0756  NGVD 29 (11/26/84)   68.651  (m)          225.23   (f) ADJUSTED    1 2
 FF0756
 FF0756.Superseded values are not recommended for survey control.
 FF0756
 FF0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0756.See file dsdata.pdf to determine how the superseded data were derived.
 FF0756
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0366 ***********************************************************************
 GF0366  DESIGNATION -  N 18
 GF0366  PID         -  GF0366
 GF0366  STATE/COUNTY-  AR/NEWTON
 GF0366  COUNTRY     -  US
 GF0366  USGS QUAD   -  JASPER (2017)
 GF0366
 GF0366                         *CURRENT SURVEY CONTROL
 GF0366  ______________________________________________________________________
 GF0366* NAD 83(1986) POSITION- 36 04 58.5    (N) 093 08 14.5    (W)   HD_HELD2
 GF0366* NAVD 88 ORTHO HEIGHT -   257.310 (meters)      844.19  (feet) ADJUSTED
 GF0366  ______________________________________________________________________
 GF0366  GEOID HEIGHT    -        -28.230 (meters)                     GEOID18
 GF0366  DYNAMIC HEIGHT  -        257.080 (meters)      843.44  (feet) COMP
 GF0366  MODELED GRAVITY -    979,732.8   (mgal)                       NAVD 88
 GF0366
 GF0366  VERT ORDER      -  SECOND    CLASS 0
 GF0366
 GF0366.The horizontal coordinates were established by autonomous hand held GPS
 GF0366.observations and have an estimated accuracy of +/- 10 meters.
 GF0366
 GF0366.The orthometric height was determined by differential leveling and
 GF0366.adjusted by the NATIONAL GEODETIC SURVEY
 GF0366.in June 1991.
 GF0366
 GF0366.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0366.GEOID18 height accuracy estimate available here.
 GF0366
 GF0366.Click photographs - Photos may exist for this station.
 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     -   194,697.      297,564.      MT  (+/- 10 meters HH2 GPS)
 GF0366
 GF0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV8763293153(NAD 83)
 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
 GF0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0366.See file dsdata.pdf to determine how the superseded data were derived.
 GF0366
 GF0366_MARKER: DB = BENCH MARK DISK
 GF0366_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GF0366_SP_SET: BRIDGE
 GF0366_STAMPING: 843.814 N 18 1932
 GF0366_MARK LOGO: CGS
 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     - 1932     MONUMENTED       CGS
 GF0366  HISTORY     - 20030106 GOOD             ARHD
 GF0366
 GF0366                          STATION DESCRIPTION
 GF0366
 GF0366'DESCRIBED BY COAST AND 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 DEPARTMENT OF TRANSPORTATION 2003 (DFC)
 GF0366'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0833 ***********************************************************************
 FF0833  DESIGNATION -  N 180
 FF0833  PID         -  FF0833
 FF0833  STATE/COUNTY-  AR/POINSETT
 FF0833  COUNTRY     -  US
 FF0833  USGS QUAD   -  WEINER (2017)
 FF0833
 FF0833                         *CURRENT SURVEY CONTROL
 FF0833  ______________________________________________________________________
 FF0833* NAD 83(1986) POSITION- 35 35 19.     (N) 090 55 00.     (W)   SCALED
 FF0833* NAVD 88 ORTHO HEIGHT -    74.138 (meters)      243.23  (feet) ADJUSTED
 FF0833  ______________________________________________________________________
 FF0833  GEOID HEIGHT    -        -27.576 (meters)                     GEOID18
 FF0833  DYNAMIC HEIGHT  -         74.073 (meters)      243.02  (feet) COMP
 FF0833  MODELED GRAVITY -    979,766.0   (mgal)                       NAVD 88
 FF0833
 FF0833  VERT ORDER      -  FIRST     CLASS II
 FF0833
 FF0833.The horizontal coordinates were scaled from a map and have
 FF0833.an estimated accuracy of +/- 6 seconds.
 FF0833
 FF0833.The orthometric height was determined by differential leveling and
 FF0833.adjusted by the NATIONAL GEODETIC SURVEY
 FF0833.in June 1991.
 FF0833
 FF0833.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0833.GEOID18 height accuracy estimate available here.
 FF0833
 FF0833.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV887403(NAD 83)
 FF0833
 FF0833                          SUPERSEDED SURVEY CONTROL
 FF0833
 FF0833  NGVD 29 (11/26/84)   74.079  (m)          243.04   (f) ADJUSTED    1 2
 FF0833
 FF0833.Superseded values are not recommended for survey control.
 FF0833
 FF0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0833.See file dsdata.pdf to determine how the superseded data were derived.
 FF0833
 FF0833_MARKER: DB = BENCH MARK DISK
 FF0833_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FF0833_SP_SET: BOX CULVERT HEADWALL
 FF0833_STAMPING: N 180 1956
 FF0833_MARK LOGO: CGS
 FF0833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0833+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0802 ***********************************************************************
 FF0802  DESIGNATION -  N 182
 FF0802  PID         -  FF0802
 FF0802  STATE/COUNTY-  AR/POINSETT
 FF0802  COUNTRY     -  US
 FF0802  USGS QUAD   -  HARRISBURG (2017)
 FF0802
 FF0802                         *CURRENT SURVEY CONTROL
 FF0802  ______________________________________________________________________
 FF0802* NAD 83(1986) POSITION- 35 30 10.     (N) 090 43 04.     (W)   SCALED
 FF0802* NAVD 88 ORTHO HEIGHT -   113.208 (meters)      371.42  (feet) ADJUSTED
 FF0802  ______________________________________________________________________
 FF0802  GEOID HEIGHT    -        -27.548 (meters)                     GEOID18
 FF0802  DYNAMIC HEIGHT  -        113.108 (meters)      371.09  (feet) COMP
 FF0802  MODELED GRAVITY -    979,751.6   (mgal)                       NAVD 88
 FF0802
 FF0802  VERT ORDER      -  FIRST     CLASS II
 FF0802
 FF0802.The horizontal coordinates were scaled from a map and have
 FF0802.an estimated accuracy of +/- 6 seconds.
 FF0802
 FF0802.The orthometric height was determined by differential leveling and
 FF0802.adjusted by the NATIONAL GEODETIC SURVEY
 FF0802.in June 1991.
 FF0802
 FF0802.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0802.GEOID18 height accuracy estimate available here.
 FF0802
 FF0802.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV069311(NAD 83)
 FF0802
 FF0802                          SUPERSEDED SURVEY CONTROL
 FF0802
 FF0802  NGVD 29 (11/26/84)  113.154  (m)          371.24   (f) ADJUSTED    1 2
 FF0802
 FF0802.Superseded values are not recommended for survey control.
 FF0802
 FF0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0802.See file dsdata.pdf to determine how the superseded data were derived.
 FF0802
 FF0802_MARKER: DB = BENCH MARK DISK
 FF0802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0802_STAMPING: N 182 1956
 FF0802_MARK LOGO: CGS
 FF0802_PROJECTION: PROJECTING 3 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0863 ***********************************************************************
 FF0863  DESIGNATION -  N 183
 FF0863  PID         -  FF0863
 FF0863  STATE/COUNTY-  AR/CRAIGHEAD
 FF0863  COUNTRY     -  US
 FF0863  USGS QUAD   -  HERMAN (2017)
 FF0863
 FF0863                         *CURRENT SURVEY CONTROL
 FF0863  ______________________________________________________________________
 FF0863* NAD 83(1986) POSITION- 35 48 34.     (N) 090 48 06.     (W)   SCALED
 FF0863* NAVD 88 ORTHO HEIGHT -    89.328 (meters)      293.07  (feet) ADJUSTED
 FF0863  ______________________________________________________________________
 FF0863  GEOID HEIGHT    -        -27.772 (meters)                     GEOID18
 FF0863  DYNAMIC HEIGHT  -         89.252 (meters)      292.82  (feet) COMP
 FF0863  MODELED GRAVITY -    979,784.1   (mgal)                       NAVD 88
 FF0863
 FF0863  VERT ORDER      -  FIRST     CLASS II
 FF0863
 FF0863.The horizontal coordinates were scaled from a map and have
 FF0863.an estimated accuracy of +/- 6 seconds.
 FF0863
 FF0863.The orthometric height was determined by differential leveling and
 FF0863.adjusted by the NATIONAL GEODETIC SURVEY
 FF0863.in June 1991.
 FF0863
 FF0863.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0863.GEOID18 height accuracy estimate available here.
 FF0863
 FF0863.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV986650(NAD 83)
 FF0863
 FF0863                          SUPERSEDED SURVEY CONTROL
 FF0863
 FF0863  NGVD 29 (11/26/84)   89.247  (m)          292.80   (f) ADJUSTED    1 2
 FF0863
 FF0863.Superseded values are not recommended for survey control.
 FF0863
 FF0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0863.See file dsdata.pdf to determine how the superseded data were derived.
 FF0863
 FF0863_MARKER: DB = BENCH MARK DISK
 FF0863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0863_STAMPING: N 183 1956
 FF0863_MARK LOGO: CGS
 FF0863_PROJECTION: PROJECTING 8 CENTIMETERS
 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 - December 02, 2010
 FF0863
 FF0863  HISTORY     - Date     Condition        Report By
 FF0863  HISTORY     - 1956     MONUMENTED       CGS
 FF0863  HISTORY     - 20020826 GOOD             USACE
 FF0863  HISTORY     - 20101202 GOOD             ARHD
 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.
 FF0863
 FF0863                          STATION RECOVERY (2010)
 FF0863
 FF0863'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2010 (VJB)
 FF0863'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0089 ***********************************************************************
 FF0089  DESIGNATION -  N 184
 FF0089  PID         -  FF0089
 FF0089  STATE/COUNTY-  AR/CRAIGHEAD
 FF0089  COUNTRY     -  US
 FF0089  USGS QUAD   -  CARAWAY (2017)
 FF0089
 FF0089                         *CURRENT SURVEY CONTROL
 FF0089  ______________________________________________________________________
 FF0089* NAD 83(1986) POSITION- 35 51 39.     (N) 090 20 45.     (W)   SCALED
 FF0089* NAVD 88 ORTHO HEIGHT -    71.310 (meters)      233.96  (feet) POSTED
 FF0089  ______________________________________________________________________
 FF0089  GEOID HEIGHT    -        -28.069 (meters)                     GEOID18
 FF0089  DYNAMIC HEIGHT  -         71.25  (meters)      233.8   (feet) COMP
 FF0089  MODELED GRAVITY -    979,780.6   (mgal)                       NAVD 88
 FF0089
 FF0089  VERT ORDER      -  * POSTED, SEE BELOW
 FF0089
 FF0089.The horizontal coordinates were scaled from a 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
 FF0089.* This is a POSTED BENCH MARK height.
 FF0089
 FF0089.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0089.GEOID18 height accuracy estimate available here.
 FF0089
 FF0089.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV396717(NAD 83)
 FF0089
 FF0089                          SUPERSEDED SURVEY CONTROL
 FF0089
 FF0089  NGVD 29 (11/26/84)   71.274  (m)          233.84   (f) ADJUSTED    1 2
 FF0089
 FF0089.Superseded values are not recommended for survey control.
 FF0089
 FF0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0089.See file dsdata.pdf to determine how the superseded data were derived.
 FF0089
 FF0089_MARKER: DB = BENCH MARK DISK
 FF0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0089_STAMPING: N 184 1956
 FF0089_MARK LOGO: CGS
 FF0089_PROJECTION: PROJECTING 5 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FE1854 ***********************************************************************
 FE1854  DESIGNATION -  N 185
 FE1854  PID         -  FE1854
 FE1854  STATE/COUNTY-  AR/MISSISSIPPI
 FE1854  COUNTRY     -  US
 FE1854  USGS QUAD   -  BLYTHEVILLE (2017)
 FE1854
 FE1854                         *CURRENT SURVEY CONTROL
 FE1854  ______________________________________________________________________
 FE1854* NAD 83(1986) POSITION- 35 53 23.     (N) 089 58 48.     (W)   SCALED
 FE1854* NAVD 88 ORTHO HEIGHT -    74.692 (meters)      245.05  (feet) ADJUSTED
 FE1854  ______________________________________________________________________
 FE1854  GEOID HEIGHT    -        -28.023 (meters)                     GEOID18
 FE1854  DYNAMIC HEIGHT  -         74.629 (meters)      244.85  (feet) COMP
 FE1854  MODELED GRAVITY -    979,791.0   (mgal)                       NAVD 88
 FE1854
 FE1854  VERT ORDER      -  FIRST     CLASS II
 FE1854
 FE1854.The horizontal coordinates were scaled from a map and have
 FE1854.an estimated accuracy of +/- 6 seconds.
 FE1854
 FE1854.The orthometric height was determined by differential leveling and
 FE1854.adjusted by the NATIONAL GEODETIC SURVEY
 FE1854.in June 1991.
 FE1854
 FE1854.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE1854.GEOID18 height accuracy estimate available here.
 FE1854
 FE1854.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE310758(NAD 83)
 FE1854
 FE1854                          SUPERSEDED SURVEY CONTROL
 FE1854
 FE1854  NGVD 29 (11/26/84)   74.652  (m)          244.92   (f) ADJUSTED    1 2
 FE1854
 FE1854.Superseded values are not recommended for survey control.
 FE1854
 FE1854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1854.See file dsdata.pdf to determine how the superseded data were derived.
 FE1854
 FE1854_MARKER: DB = BENCH MARK DISK
 FE1854_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FE1854_SP_SET: CULVERT HEADWALL
 FE1854_STAMPING: N 185 1956
 FE1854_MARK LOGO: CGS
 FE1854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1854+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0164 ***********************************************************************
 GE0164  DESIGNATION -  N 186
 GE0164  PID         -  GE0164
 GE0164  STATE/COUNTY-  AR/GREENE
 GE0164  COUNTRY     -  US
 GE0164  USGS QUAD   -  PARAGOULD EAST (2017)
 GE0164
 GE0164                         *CURRENT SURVEY CONTROL
 GE0164  ______________________________________________________________________
 GE0164* NAD 83(1986) POSITION- 36 04 01.     (N) 090 26 02.     (W)   SCALED
 GE0164* NAVD 88 ORTHO HEIGHT -    78.517 (meters)      257.60  (feet) ADJUSTED
 GE0164  ______________________________________________________________________
 GE0164  GEOID HEIGHT    -        -28.264 (meters)                     GEOID18
 GE0164  DYNAMIC HEIGHT  -         78.452 (meters)      257.39  (feet) COMP
 GE0164  MODELED GRAVITY -    979,798.7   (mgal)                       NAVD 88
 GE0164
 GE0164  VERT ORDER      -  FIRST     CLASS II
 GE0164
 GE0164.The horizontal coordinates were scaled from a map and have
 GE0164.an estimated accuracy of +/- 6 seconds.
 GE0164
 GE0164.The orthometric height was determined by differential leveling and
 GE0164.adjusted by the NATIONAL GEODETIC SURVEY
 GE0164.in June 1991.
 GE0164
 GE0164.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0164.GEOID18 height accuracy estimate available here.
 GE0164
 GE0164.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV311944(NAD 83)
 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
 GE0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0164.See file dsdata.pdf to determine how the superseded data were derived.
 GE0164
 GE0164_MARKER: DB = BENCH MARK DISK
 GE0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0164_STAMPING: N 186 1956
 GE0164_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0115 ***********************************************************************
 GE0115  DESIGNATION -  N 187
 GE0115  PID         -  GE0115
 GE0115  STATE/COUNTY-  AR/GREENE
 GE0115  COUNTRY     -  US
 GE0115  USGS QUAD   -  PARAGOULD EAST (2017)
 GE0115
 GE0115                         *CURRENT SURVEY CONTROL
 GE0115  ______________________________________________________________________
 GE0115* NAD 83(1986) POSITION- 36 05 04.     (N) 090 27 47.     (W)   SCALED
 GE0115* NAVD 88 ORTHO HEIGHT -    83.569 (meters)      274.18  (feet) ADJUSTED
 GE0115  ______________________________________________________________________
 GE0115  GEOID HEIGHT    -        -28.262 (meters)                     GEOID18
 GE0115  DYNAMIC HEIGHT  -         83.499 (meters)      273.95  (feet) COMP
 GE0115  MODELED GRAVITY -    979,798.4   (mgal)                       NAVD 88
 GE0115
 GE0115  VERT ORDER      -  FIRST     CLASS II
 GE0115
 GE0115.The horizontal coordinates were scaled from a map and have
 GE0115.an estimated accuracy of +/- 6 seconds.
 GE0115
 GE0115.The orthometric height was determined by differential leveling and
 GE0115.adjusted by the NATIONAL GEODETIC SURVEY
 GE0115.in June 1991.
 GE0115
 GE0115.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0115.GEOID18 height accuracy estimate available here.
 GE0115
 GE0115.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV284962(NAD 83)
 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
 GE0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0115.See file dsdata.pdf to determine how the superseded data were derived.
 GE0115
 GE0115_MARKER: DB = BENCH MARK DISK
 GE0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0115_STAMPING: N 187 1956
 GE0115_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0213 ***********************************************************************
 GE0213  DESIGNATION -  N 188
 GE0213  PID         -  GE0213
 GE0213  STATE/COUNTY-  AR/GREENE
 GE0213  COUNTRY     -  US
 GE0213  USGS QUAD   -  LAFE (2017)
 GE0213
 GE0213                         *CURRENT SURVEY CONTROL
 GE0213  ______________________________________________________________________
 GE0213* NAD 83(1986) POSITION- 36 12 41.     (N) 090 31 31.     (W)   SCALED
 GE0213* NAVD 88 ORTHO HEIGHT -    92.070 (meters)      302.07  (feet) ADJUSTED
 GE0213  ______________________________________________________________________
 GE0213  GEOID HEIGHT    -        -28.346 (meters)                     GEOID18
 GE0213  DYNAMIC HEIGHT  -         91.994 (meters)      301.82  (feet) COMP
 GE0213  MODELED GRAVITY -    979,807.4   (mgal)                       NAVD 88
 GE0213
 GE0213  VERT ORDER      -  FIRST     CLASS II
 GE0213
 GE0213.The horizontal coordinates were scaled from a map and have
 GE0213.an estimated accuracy of +/- 6 seconds.
 GE0213
 GE0213.The orthometric height was determined by differential leveling and
 GE0213.adjusted by the NATIONAL GEODETIC SURVEY
 GE0213.in June 1991.
 GE0213
 GE0213.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0213.GEOID18 height accuracy estimate available here.
 GE0213
 GE0213.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA224102(NAD 83)
 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
 GE0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0213.See file dsdata.pdf to determine how the superseded data were derived.
 GE0213
 GE0213_MARKER: DB = BENCH MARK DISK
 GE0213_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GE0213_STAMPING: N 188 1956
 GE0213_MARK LOGO: CGS
 GE0213_MAGNETIC: I = MARKER IS A STEEL ROD
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0234 ***********************************************************************
 GE0234  DESIGNATION -  N 190
 GE0234  PID         -  GE0234
 GE0234  STATE/COUNTY-  AR/CLAY
 GE0234  COUNTRY     -  US
 GE0234  USGS QUAD   -  KNOBEL (2017)
 GE0234
 GE0234                         *CURRENT SURVEY CONTROL
 GE0234  ______________________________________________________________________
 GE0234* NAD 83(1986) POSITION- 36 20 04.     (N) 090 35 25.     (W)   SCALED
 GE0234* NAVD 88 ORTHO HEIGHT -    86.011 (meters)      282.19  (feet) ADJUSTED
 GE0234  ______________________________________________________________________
 GE0234  GEOID HEIGHT    -        -28.507 (meters)                     GEOID18
 GE0234  DYNAMIC HEIGHT  -         85.942 (meters)      281.96  (feet) COMP
 GE0234  MODELED GRAVITY -    979,826.8   (mgal)                       NAVD 88
 GE0234
 GE0234  VERT ORDER      -  FIRST     CLASS II
 GE0234
 GE0234.The horizontal coordinates were scaled from a map and have
 GE0234.an estimated accuracy of +/- 6 seconds.
 GE0234
 GE0234.The orthometric height was determined by differential leveling and
 GE0234.adjusted by the NATIONAL GEODETIC SURVEY
 GE0234.in June 1991.
 GE0234
 GE0234.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0234.GEOID18 height accuracy estimate available here.
 GE0234
 GE0234.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA162237(NAD 83)
 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
 GE0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0234.See file dsdata.pdf to determine how the superseded data were derived.
 GE0234
 GE0234_MARKER: DB = BENCH MARK DISK
 GE0234_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GE0234_STAMPING: N 190 1956
 GE0234_MARK LOGO: CGS
 GE0234_PROJECTION: FLUSH
 GE0234_MAGNETIC: I = MARKER IS A STEEL ROD
 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 = MARCH 20, 2026 22:17:28 EDT
 DL0430 ***********************************************************************
 DL0430  DESIGNATION -  N 192 X
 DL0430  PID         -  DL0430
 DL0430  STATE/COUNTY-  AR/CLARK
 DL0430  COUNTRY     -  US
 DL0430  USGS QUAD   -  GURDON (2017)
 DL0430
 DL0430                         *CURRENT SURVEY CONTROL
 DL0430  ______________________________________________________________________
 DL0430* NAD 83(1986) POSITION- 33 55 56.     (N) 093 08 26.     (W)   SCALED
 DL0430* NAVD 88 ORTHO HEIGHT -    58.124 (meters)      190.70  (feet) ADJUSTED
 DL0430  ______________________________________________________________________
 DL0430  GEOID HEIGHT    -        -26.715 (meters)                     GEOID18
 DL0430  DYNAMIC HEIGHT  -         58.065 (meters)      190.50  (feet) COMP
 DL0430  MODELED GRAVITY -    979,629.5   (mgal)                       NAVD 88
 DL0430
 DL0430  VERT ORDER      -  FIRST     CLASS II
 DL0430
 DL0430.The horizontal coordinates were scaled from a map and have
 DL0430.an estimated accuracy of +/- 6 seconds.
 DL0430
 DL0430.The orthometric height was determined by differential leveling and
 DL0430.adjusted by the NATIONAL GEODETIC SURVEY
 DL0430.in June 1991.
 DL0430
 DL0430.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0430.GEOID18 height accuracy estimate available here.
 DL0430
 DL0430.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT870546(NAD 83)
 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
 DL0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0430.See file dsdata.pdf to determine how the superseded data were derived.
 DL0430
 DL0430_MARKER: DB = BENCH MARK DISK
 DL0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0430_STAMPING: N 192 X 1959
 DL0430_MARK LOGO: CGS
 DL0430_PROJECTION: PROJECTING 13 CENTIMETERS
 DL0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0430+STABILITY: SURFACE MOTION
 DL0430_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL0430+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2018
 DL0430
 DL0430  HISTORY     - Date     Condition        Report By
 DL0430  HISTORY     - 1959     MONUMENTED       CGS
 DL0430  HISTORY     - 1960     GOOD             CGS
 DL0430  HISTORY     - 20160314 GOOD             ARHD
 DL0430  HISTORY     - 20180827 GOOD             ARHD
 DL0430
 DL0430                          STATION DESCRIPTION
 DL0430
 DL0430'DESCRIBED BY COAST AND 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.
 DL0430
 DL0430                          STATION RECOVERY (2016)
 DL0430
 DL0430'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (RTH)
 DL0430'RECOVERED IN GOOD CONDITION.
 DL0430
 DL0430                          STATION RECOVERY (2018)
 DL0430
 DL0430'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (BAB)
 DL0430'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0330 ***********************************************************************
 DL0330  DESIGNATION -  N 196
 DL0330  PID         -  DL0330
 DL0330  STATE/COUNTY-  AR/OUACHITA
 DL0330  COUNTRY     -  US
 DL0330  USGS QUAD   -  CAMDEN (2017)
 DL0330
 DL0330                         *CURRENT SURVEY CONTROL
 DL0330  ______________________________________________________________________
 DL0330* NAD 83(1986) POSITION- 33 31 04.     (N) 092 47 48.     (W)   SCALED
 DL0330* NAVD 88 ORTHO HEIGHT -    45.324 (meters)      148.70  (feet) ADJUSTED
 DL0330  ______________________________________________________________________
 DL0330  GEOID HEIGHT    -        -26.271 (meters)                     GEOID18
 DL0330  DYNAMIC HEIGHT  -         45.277 (meters)      148.55  (feet) COMP
 DL0330  MODELED GRAVITY -    979,598.7   (mgal)                       NAVD 88
 DL0330
 DL0330  VERT ORDER      -  FIRST     CLASS II
 DL0330
 DL0330.The horizontal coordinates were scaled from a map and have
 DL0330.an estimated accuracy of +/- 6 seconds.
 DL0330
 DL0330.The orthometric height was determined by differential leveling and
 DL0330.adjusted by the NATIONAL GEODETIC SURVEY
 DL0330.in June 1991.
 DL0330
 DL0330.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0330.GEOID18 height accuracy estimate available here.
 DL0330
 DL0330.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT188087(NAD 83)
 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
 DL0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0330.See file dsdata.pdf to determine how the superseded data were derived.
 DL0330
 DL0330_MARKER: DB = BENCH MARK DISK
 DL0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0330_STAMPING: N 196 1960
 DL0330_MARK LOGO: CGS
 DL0330_PROJECTION: PROJECTING 10 CENTIMETERS
 DL0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0330+STABILITY: SURFACE MOTION
 DL0330_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL0330+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2012
 DL0330
 DL0330  HISTORY     - Date     Condition        Report By
 DL0330  HISTORY     - 1960     MONUMENTED       CGS
 DL0330  HISTORY     - 1964     GOOD             CGS
 DL0330  HISTORY     - 20090610 GOOD             ARHD
 DL0330  HISTORY     - 20120409 GOOD             JCLS
 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 COAST AND GEODETIC SURVEY 1964
 DL0330'RECOVERED IN GOOD CONDITION.
 DL0330
 DL0330                          STATION RECOVERY (2009)
 DL0330
 DL0330'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2009 (DA)
 DL0330'102.8' NORTH NORTHWEST OF NE CORNER OF RED BRICK HOUSE
 DL0330'26' SOUTH SOUTHWEST OF SE CORNER OF TIN BUILDING
 DL0330'15.8' NW OF BASKETBALL W/ CONCRETE BASE
 DL0330
 DL0330                          STATION RECOVERY (2012)
 DL0330
 DL0330'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2012 (MRY)
 DL0330'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0371 ***********************************************************************
 DL0371  DESIGNATION -  N 197
 DL0371  PID         -  DL0371
 DL0371  STATE/COUNTY-  AR/OUACHITA
 DL0371  COUNTRY     -  US
 DL0371  USGS QUAD   -  CAMDEN (2017)
 DL0371
 DL0371                         *CURRENT SURVEY CONTROL
 DL0371  ______________________________________________________________________
 DL0371* NAD 83(1986) POSITION- 33 36 56.     (N) 092 48 54.     (W)   SCALED
 DL0371* NAVD 88 ORTHO HEIGHT -    31.029 (meters)      101.80  (feet) ADJUSTED
 DL0371  ______________________________________________________________________
 DL0371  GEOID HEIGHT    -        -26.286 (meters)                     GEOID18
 DL0371  DYNAMIC HEIGHT  -         30.997 (meters)      101.70  (feet) COMP
 DL0371  MODELED GRAVITY -    979,609.9   (mgal)                       NAVD 88
 DL0371
 DL0371  VERT ORDER      -  FIRST     CLASS II
 DL0371
 DL0371.The horizontal coordinates were scaled from a map and have
 DL0371.an estimated accuracy of +/- 6 seconds.
 DL0371
 DL0371.The orthometric height was determined by differential leveling and
 DL0371.adjusted by the NATIONAL GEODETIC SURVEY
 DL0371.in June 1991.
 DL0371
 DL0371.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0371.GEOID18 height accuracy estimate available here.
 DL0371
 DL0371.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT171195(NAD 83)
 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
 DL0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0371.See file dsdata.pdf to determine how the superseded data were derived.
 DL0371
 DL0371_MARKER: DB = BENCH MARK DISK
 DL0371_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL0371_STAMPING: N 197 1960
 DL0371_MARK LOGO: CGS
 DL0371_MAGNETIC: I = MARKER IS A STEEL ROD
 DL0371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0371_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL0371+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 DL0371
 DL0371  HISTORY     - Date     Condition        Report By
 DL0371  HISTORY     - 1960     MONUMENTED       CGS
 DL0371  HISTORY     - 1964     GOOD             CGS
 DL0371  HISTORY     - 20090610 GOOD             ARHD
 DL0371  HISTORY     - 20130711 GOOD             ARHD
 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 COAST AND GEODETIC SURVEY 1964
 DL0371'RECOVERED IN GOOD CONDITION.
 DL0371
 DL0371                          STATION RECOVERY (2009)
 DL0371
 DL0371'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2009 (DA)
 DL0371'9' NE OF 9INCH PIN OAK
 DL0371'64' SW OF HWY
 DL0371
 DL0371                          STATION RECOVERY (2013)
 DL0371
 DL0371'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (JDH)
 DL0371'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0224 ***********************************************************************
 DL0224  DESIGNATION -  N 198
 DL0224  PID         -  DL0224
 DL0224  STATE/COUNTY-  AR/UNION
 DL0224  COUNTRY     -  US
 DL0224  USGS QUAD   -  SMACKOVER (2017)
 DL0224
 DL0224                         *CURRENT SURVEY CONTROL
 DL0224  ______________________________________________________________________
 DL0224* NAD 83(1986) POSITION- 33 19 00.9    (N) 092 39 56.2    (W)   HD_HELD2
 DL0224* NAVD 88 ORTHO HEIGHT -    57.983 (meters)      190.23  (feet) ADJUSTED
 DL0224  ______________________________________________________________________
 DL0224  GEOID HEIGHT    -        -26.288 (meters)                     GEOID18
 DL0224  DYNAMIC HEIGHT  -         57.922 (meters)      190.03  (feet) COMP
 DL0224  MODELED GRAVITY -    979,578.2   (mgal)                       NAVD 88
 DL0224
 DL0224  VERT ORDER      -  FIRST     CLASS II
 DL0224
 DL0224.The horizontal coordinates were established by autonomous hand held GPS
 DL0224.observations and have an estimated accuracy of +/- 10 meters.
 DL0224
 DL0224.The orthometric height was determined by differential leveling and
 DL0224.adjusted by the NATIONAL GEODETIC SURVEY
 DL0224.in June 1991.
 DL0224
 DL0224.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0224.GEOID18 height accuracy estimate available here.
 DL0224
 DL0224.Click photographs - Photos may exist for this station.
 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     -   472,323.      338,021.      MT  (+/- 10 meters HH2 GPS)
 DL0224
 DL0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS3112586471(NAD 83)
 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
 DL0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0224.See file dsdata.pdf to determine how the superseded data were derived.
 DL0224
 DL0224_MARKER: DB = BENCH MARK DISK
 DL0224_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL0224_SP_SET: FOUNDATION
 DL0224_STAMPING: N 198 1960
 DL0224_MARK LOGO: CGS
 DL0224_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0224_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL0224+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2011
 DL0224
 DL0224  HISTORY     - Date     Condition        Report By
 DL0224  HISTORY     - 1960     MONUMENTED       CGS
 DL0224  HISTORY     - 1964     GOOD             CGS
 DL0224  HISTORY     - 20110228 GOOD             INDIV
 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 COAST AND GEODETIC SURVEY 1964
 DL0224'RECOVERED IN GOOD CONDITION.
 DL0224
 DL0224                          STATION RECOVERY (2011)
 DL0224
 DL0224'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (GSS)
 DL0224'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0844 ***********************************************************************
 DL0844  DESIGNATION -  N 199
 DL0844  PID         -  DL0844
 DL0844  STATE/COUNTY-  AR/LAFAYETTE
 DL0844  COUNTRY     -  US
 DL0844  USGS QUAD   -  CANFIELD (2017)
 DL0844
 DL0844                         *CURRENT SURVEY CONTROL
 DL0844  ______________________________________________________________________
 DL0844* NAD 83(1986) POSITION- 33 07 43.     (N) 093 43 49.     (W)   SCALED
 DL0844* NAVD 88 ORTHO HEIGHT -    64.806 (meters)      212.62  (feet) ADJUSTED
 DL0844  ______________________________________________________________________
 DL0844  GEOID HEIGHT    -        -26.538 (meters)                     GEOID18
 DL0844  DYNAMIC HEIGHT  -         64.736 (meters)      212.39  (feet) COMP
 DL0844  MODELED GRAVITY -    979,550.5   (mgal)                       NAVD 88
 DL0844
 DL0844  VERT ORDER      -  FIRST     CLASS II
 DL0844
 DL0844.The horizontal coordinates were scaled from a map and have
 DL0844.an estimated accuracy of +/- 6 seconds.
 DL0844
 DL0844.The orthometric height was determined by differential leveling and
 DL0844.adjusted by the NATIONAL GEODETIC SURVEY
 DL0844.in June 1991.
 DL0844
 DL0844.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0844.GEOID18 height accuracy estimate available here.
 DL0844
 DL0844.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS318657(NAD 83)
 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
 DL0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0844.See file dsdata.pdf to determine how the superseded data were derived.
 DL0844
 DL0844_MARKER: DB = BENCH MARK DISK
 DL0844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0844_STAMPING: N 199 1960
 DL0844_MARK LOGO: CGS
 DL0844_PROJECTION: FLUSH
 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             CGS
 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 COAST AND GEODETIC SURVEY 1963
 DL0844'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GE0488 ***********************************************************************
 GE0488  DESIGNATION -  N 2
 GE0488  PID         -  GE0488
 GE0488  STATE/COUNTY-  AR/LAWRENCE
 GE0488  COUNTRY     -  US
 GE0488  USGS QUAD   -  BLACK ROCK (2017)
 GE0488
 GE0488                         *CURRENT SURVEY CONTROL
 GE0488  ______________________________________________________________________
 GE0488* NAD 83(1986) POSITION- 36 05 13.     (N) 091 04 04.     (W)   SCALED
 GE0488* NAVD 88 ORTHO HEIGHT -    80.013 (meters)      262.51  (feet) ADJUSTED
 GE0488  ______________________________________________________________________
 GE0488  GEOID HEIGHT    -        -28.122 (meters)                     GEOID18
 GE0488  DYNAMIC HEIGHT  -         79.947 (meters)      262.29  (feet) COMP
 GE0488  MODELED GRAVITY -    979,806.1   (mgal)                       NAVD 88
 GE0488
 GE0488  VERT ORDER      -  FIRST     CLASS II
 GE0488
 GE0488.The horizontal coordinates were scaled from a map and have
 GE0488.an estimated accuracy of +/- 6 seconds.
 GE0488
 GE0488.The orthometric height was determined by differential leveling and
 GE0488.adjusted by the NATIONAL GEODETIC SURVEY
 GE0488.in June 1991.
 GE0488
 GE0488.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0488.GEOID18 height accuracy estimate available here.
 GE0488
 GE0488.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV739953(NAD 83)
 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
 GE0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0488.See file dsdata.pdf to determine how the superseded data were derived.
 GE0488
 GE0488_MARKER: DB = BENCH MARK DISK
 GE0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0488_STAMPING: 262.214 N 2 1928
 GE0488_MARK LOGO: CGS
 GE0488_PROJECTION: PROJECTING 8 CENTIMETERS
 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             CGS
 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FH0127 ***********************************************************************
 FH0127  DESIGNATION -  N 20
 FH0127  PID         -  FH0127
 FH0127  STATE/COUNTY-  AR/SEBASTIAN
 FH0127  COUNTRY     -  US
 FH0127  USGS QUAD   -  HUNTINGTON (2017)
 FH0127
 FH0127                         *CURRENT SURVEY CONTROL
 FH0127  ______________________________________________________________________
 FH0127* NAD 83(1986) POSITION- 35 04 49.75   (N) 094 15 49.01   (W)   HD_HELD1
 FH0127* NAVD 88 ORTHO HEIGHT -   200.841 (meters)      658.93  (feet) ADJUSTED
 FH0127  ______________________________________________________________________
 FH0127  GEOID HEIGHT    -        -30.800 (meters)                     GEOID18
 FH0127  DYNAMIC HEIGHT  -        200.639 (meters)      658.26  (feet) COMP
 FH0127  MODELED GRAVITY -    979,625.5   (mgal)                       NAVD 88
 FH0127
 FH0127  VERT ORDER      -  FIRST     CLASS II
 FH0127
 FH0127.The horizontal coordinates were determined by differentially corrected
 FH0127.hand held GPS observations or other comparable positioning techniques
 FH0127.and have an estimated accuracy of +/- 3 meters.
 FH0127
 FH0127.The orthometric height was determined by differential leveling and
 FH0127.adjusted by the NATIONAL GEODETIC SURVEY
 FH0127.in June 1991.
 FH0127
 FH0127.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0127.GEOID18 height accuracy estimate available here.
 FH0127
 FH0127.Click photographs - Photos may exist for this station.
 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     -    85,263.3     193,584.9     MT  (+/- 3 meters HH1 GPS) 
 FH0127
 FH0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU8480282698(NAD 83)
 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
 FH0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0127.See file dsdata.pdf to determine how the superseded data were derived.
 FH0127
 FH0127_MARKER: DB = BENCH MARK DISK
 FH0127_SETTING: 66 = SET IN ROCK OUTCROP
 FH0127_STAMPING: N 20 1931
 FH0127_MARK LOGO: CGS
 FH0127_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FH0127+STABILITY: POSITION/ELEVATION WELL
 FH0127_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH0127+SATELLITE: SATELLITE OBSERVATIONS - December 29, 2014
 FH0127
 FH0127  HISTORY     - Date     Condition        Report By
 FH0127  HISTORY     - 1931     MONUMENTED       CGS
 FH0127  HISTORY     - 1965     GOOD             CGS
 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  HISTORY     - 20070808 GOOD             ARHD
 FH0127  HISTORY     - 20141216 GOOD             ARHD
 FH0127  HISTORY     - 20141229 GOOD             ARHD
 FH0127
 FH0127                          STATION DESCRIPTION
 FH0127
 FH0127'DESCRIBED BY COAST AND 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 COAST AND 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.
 FH0127
 FH0127                          STATION RECOVERY (2007)
 FH0127
 FH0127'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2007
 FH0127'RECOVERED IN GOOD CONDITION.
 FH0127
 FH0127                          STATION RECOVERY (2014)
 FH0127
 FH0127'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (JDH)
 FH0127'RECOVERED IN GOOD CONDITION.
 FH0127
 FH0127                          STATION RECOVERY (2014)
 FH0127
 FH0127'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (JDH)
 FH0127'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0112 ***********************************************************************
 DL0112  DESIGNATION -  N 200
 DL0112  PID         -  DL0112
 DL0112  STATE/COUNTY-  AR/UNION
 DL0112  COUNTRY     -  US
 DL0112  USGS QUAD   -  NEW LONDON (2017)
 DL0112
 DL0112                         *CURRENT SURVEY CONTROL
 DL0112  ______________________________________________________________________
 DL0112* NAD 83(1986) POSITION- 33 09 41.     (N) 092 16 47.     (W)   SCALED
 DL0112* NAVD 88 ORTHO HEIGHT -    48.327 (meters)      158.55  (feet) ADJUSTED
 DL0112  ______________________________________________________________________
 DL0112  GEOID HEIGHT    -        -26.156 (meters)                     GEOID18
 DL0112  DYNAMIC HEIGHT  -         48.275 (meters)      158.38  (feet) COMP
 DL0112  MODELED GRAVITY -    979,564.1   (mgal)                       NAVD 88
 DL0112
 DL0112  VERT ORDER      -  FIRST     CLASS II
 DL0112
 DL0112.The horizontal coordinates were scaled from a map and have
 DL0112.an estimated accuracy of +/- 6 seconds.
 DL0112
 DL0112.The orthometric height was determined by differential leveling and
 DL0112.adjusted by the NATIONAL GEODETIC SURVEY
 DL0112.in June 1991.
 DL0112
 DL0112.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0112.GEOID18 height accuracy estimate available here.
 DL0112
 DL0112.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS671694(NAD 83)
 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
 DL0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0112.See file dsdata.pdf to determine how the superseded data were derived.
 DL0112
 DL0112_MARKER: DB = BENCH MARK DISK
 DL0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0112_STAMPING: N 200 1960
 DL0112_MARK LOGO: CGS
 DL0112_PROJECTION: PROJECTING 15 CENTIMETERS
 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             CGS
 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DL0086 ***********************************************************************
 DL0086  DESIGNATION -  N 201
 DL0086  PID         -  DL0086
 DL0086  STATE/COUNTY-  AR/UNION
 DL0086  COUNTRY     -  US
 DL0086  USGS QUAD   -  URBANA (2017)
 DL0086
 DL0086                         *CURRENT SURVEY CONTROL
 DL0086  ______________________________________________________________________
 DL0086* NAD 83(1986) POSITION- 33 14 38.     (N) 092 26 35.     (W)   SCALED
 DL0086* NAVD 88 ORTHO HEIGHT -    63.753 (meters)      209.16  (feet) ADJUSTED
 DL0086  ______________________________________________________________________
 DL0086  GEOID HEIGHT    -        -26.242 (meters)                     GEOID18
 DL0086  DYNAMIC HEIGHT  -         63.685 (meters)      208.94  (feet) COMP
 DL0086  MODELED GRAVITY -    979,564.9   (mgal)                       NAVD 88
 DL0086
 DL0086  VERT ORDER      -  FIRST     CLASS II
 DL0086
 DL0086.The horizontal coordinates were scaled from a map and have
 DL0086.an estimated accuracy of +/- 6 seconds.
 DL0086
 DL0086.The orthometric height was determined by differential leveling and
 DL0086.adjusted by the NATIONAL GEODETIC SURVEY
 DL0086.in June 1991.
 DL0086
 DL0086.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0086.GEOID18 height accuracy estimate available here.
 DL0086
 DL0086.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS518784(NAD 83)
 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
 DL0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0086.See file dsdata.pdf to determine how the superseded data were derived.
 DL0086
 DL0086_MARKER: DB = BENCH MARK DISK
 DL0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0086_STAMPING: N 201 1960
 DL0086_MARK LOGO: CGS
 DL0086_PROJECTION: PROJECTING 5 CENTIMETERS
 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             CGS
 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DL0557 ***********************************************************************
 DL0557  DESIGNATION -  N 202
 DL0557  PID         -  DL0557
 DL0557  STATE/COUNTY-  AR/COLUMBIA
 DL0557  COUNTRY     -  US
 DL0557  USGS QUAD   -  WALDO (2017)
 DL0557
 DL0557                         *CURRENT SURVEY CONTROL
 DL0557  ______________________________________________________________________
 DL0557* NAD 83(1986) POSITION- 33 21 12.     (N) 093 22 08.     (W)   SCALED
 DL0557* NAVD 88 ORTHO HEIGHT -    97.081 (meters)      318.51  (feet) ADJUSTED
 DL0557  ______________________________________________________________________
 DL0557  GEOID HEIGHT    -        -26.598 (meters)                     GEOID18
 DL0557  DYNAMIC HEIGHT  -         96.977 (meters)      318.17  (feet) COMP
 DL0557  MODELED GRAVITY -    979,566.8   (mgal)                       NAVD 88
 DL0557
 DL0557  VERT ORDER      -  FIRST     CLASS II
 DL0557
 DL0557.The horizontal coordinates were scaled from a map and have
 DL0557.an estimated accuracy of +/- 6 seconds.
 DL0557
 DL0557.The orthometric height was determined by differential leveling and
 DL0557.adjusted by the NATIONAL GEODETIC SURVEY
 DL0557.in June 1991.
 DL0557
 DL0557.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0557.GEOID18 height accuracy estimate available here.
 DL0557
 DL0557.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS656905(NAD 83)
 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
 DL0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0557.See file dsdata.pdf to determine how the superseded data were derived.
 DL0557
 DL0557_MARKER: DB = BENCH MARK DISK
 DL0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0557_STAMPING: N 202 1960
 DL0557_MARK LOGO: CGS
 DL0557_PROJECTION: PROJECTING 13 CENTIMETERS
 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             CGS
 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 COAST AND GEODETIC SURVEY 1963
 DL0557'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0775 ***********************************************************************
 DL0775  DESIGNATION -  N 203
 DL0775  PID         -  DL0775
 DL0775  STATE/COUNTY-  AR/LAFAYETTE
 DL0775  COUNTRY     -  US
 DL0775  USGS QUAD   -  CANFIELD (2017)
 DL0775
 DL0775                         *CURRENT SURVEY CONTROL
 DL0775  ______________________________________________________________________
 DL0775* NAD 83(1986) POSITION- 33 12 45.     (N) 093 37 32.     (W)   SCALED
 DL0775* NAVD 88 ORTHO HEIGHT -    80.172 (meters)      263.03  (feet) ADJUSTED
 DL0775  ______________________________________________________________________
 DL0775  GEOID HEIGHT    -        -26.577 (meters)                     GEOID18
 DL0775  DYNAMIC HEIGHT  -         80.086 (meters)      262.75  (feet) COMP
 DL0775  MODELED GRAVITY -    979,558.9   (mgal)                       NAVD 88
 DL0775
 DL0775  VERT ORDER      -  FIRST     CLASS II
 DL0775
 DL0775.The horizontal coordinates were scaled from a map and have
 DL0775.an estimated accuracy of +/- 6 seconds.
 DL0775
 DL0775.The orthometric height was determined by differential leveling and
 DL0775.adjusted by the NATIONAL GEODETIC SURVEY
 DL0775.in June 1991.
 DL0775
 DL0775.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0775.GEOID18 height accuracy estimate available here.
 DL0775
 DL0775.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS417750(NAD 83)
 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
 DL0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0775.See file dsdata.pdf to determine how the superseded data were derived.
 DL0775
 DL0775_MARKER: DB = BENCH MARK DISK
 DL0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0775_STAMPING: N 203 1960
 DL0775_MARK LOGO: CGS
 DL0775_PROJECTION: PROJECTING 18 CENTIMETERS
 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             CGS
 DL0775
 DL0775                          STATION DESCRIPTION
 DL0775
 DL0775'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0775'ABOUT 8.1 MILES NORTH ALONG THE ST. LOUIS SOUTHWESTERN RAILWAY FROM
 DL0775'THE STATION AT BRADLEY, IN SECTION 6, T18S, R24W, 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 COAST AND GEODETIC SURVEY 1963
 DL0775'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0515 ***********************************************************************
 DL0515  DESIGNATION -  N 204
 DL0515  PID         -  DL0515
 DL0515  STATE/COUNTY-  AR/OUACHITA
 DL0515  COUNTRY     -  US
 DL0515  USGS QUAD   -  STEPHENS (2017)
 DL0515
 DL0515                         *CURRENT SURVEY CONTROL
 DL0515  ______________________________________________________________________
 DL0515* NAD 83(1986) POSITION- 33 25 37.     (N) 093 02 45.     (W)   SCALED
 DL0515* NAVD 88 ORTHO HEIGHT -    71.896 (meters)      235.88  (feet) ADJUSTED
 DL0515  ______________________________________________________________________
 DL0515  GEOID HEIGHT    -        -26.388 (meters)                     GEOID18
 DL0515  DYNAMIC HEIGHT  -         71.820 (meters)      235.63  (feet) COMP
 DL0515  MODELED GRAVITY -    979,584.3   (mgal)                       NAVD 88
 DL0515
 DL0515  VERT ORDER      -  FIRST     CLASS II
 DL0515
 DL0515.The horizontal coordinates were scaled from a map and have
 DL0515.an estimated accuracy of +/- 6 seconds.
 DL0515
 DL0515.The orthometric height was determined by differential leveling and
 DL0515.adjusted by the NATIONAL GEODETIC SURVEY
 DL0515.in June 1991.
 DL0515
 DL0515.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0515.GEOID18 height accuracy estimate available here.
 DL0515
 DL0515.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS957986(NAD 83)
 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
 DL0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0515.See file dsdata.pdf to determine how the superseded data were derived.
 DL0515
 DL0515_MARKER: DB = BENCH MARK DISK
 DL0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0515_STAMPING: N 204 1960
 DL0515_MARK LOGO: CGS
 DL0515_PROJECTION: PROJECTING 15 CENTIMETERS
 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             CGS
 DL0515  HISTORY     - 20110921 MARK NOT FOUND   ARHD
 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 COAST AND GEODETIC SURVEY 1964
 DL0515'RECOVERED IN GOOD CONDITION.
 DL0515
 DL0515                          STATION RECOVERY (2011)
 DL0515
 DL0515'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (AMC)
 DL0515'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0644 ***********************************************************************
 DL0644  DESIGNATION -  N 205
 DL0644  PID         -  DL0644
 DL0644  STATE/COUNTY-  AR/COLUMBIA
 DL0644  COUNTRY     -  US
 DL0644  USGS QUAD   -  CALHOUN (2017)
 DL0644
 DL0644                         *CURRENT SURVEY CONTROL
 DL0644  ______________________________________________________________________
 DL0644* NAD 83(1986) POSITION- 33 13 41.     (N) 093 13 06.     (W)   SCALED
 DL0644* NAVD 88 ORTHO HEIGHT -    96.476 (meters)      316.52  (feet) ADJUSTED
 DL0644  ______________________________________________________________________
 DL0644  GEOID HEIGHT    -        -26.390 (meters)                     GEOID18
 DL0644  DYNAMIC HEIGHT  -         96.372 (meters)      316.18  (feet) COMP
 DL0644  MODELED GRAVITY -    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 map and have
 DL0644.an estimated accuracy of +/- 6 seconds.
 DL0644
 DL0644.The orthometric height was determined by differential leveling and
 DL0644.adjusted by the NATIONAL GEODETIC SURVEY
 DL0644.in June 1991.
 DL0644
 DL0644.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0644.GEOID18 height accuracy estimate available here.
 DL0644
 DL0644.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS796765(NAD 83)
 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
 DL0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0644.See file dsdata.pdf to determine how the superseded data were derived.
 DL0644
 DL0644_MARKER: DB = BENCH MARK DISK
 DL0644_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL0644_SP_SET: BUILDING FOUNDATION
 DL0644_STAMPING: N 205 1960
 DL0644_MARK LOGO: CGS
 DL0644_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0644_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL0644+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2014
 DL0644
 DL0644  HISTORY     - Date     Condition        Report By
 DL0644  HISTORY     - 1960     MONUMENTED       CGS
 DL0644  HISTORY     - 20140903 GOOD             WOOLPT
 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.
 DL0644
 DL0644                          STATION RECOVERY (2014)
 DL0644
 DL0644'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2014 (DPM)
 DL0644'THE STATION IS LOCATED ABOUT 5.9 MI (9.5 KM) NORTHEAST OF MACEDONIA,
 DL0644'3.7 MI (6.0 KM) WEST OF CALHOUN AND 2.9 MI (4.7 KM) SOUTH-SOUTHEAST OF
 DL0644'MAGNOLIA, AT MAGNOLIA MUNI AIRPORT (AGO).  OWNERSHIP CITY OF MAGNOLIA.
 DL0644'CONTACT AIRPORT MANAGER CANDY DRAKE AT 870-904-6731 FOR PERMISSION TO
 DL0644'ACCESS THIS MARK.
 DL0644'
 DL0644'TO REACH FROM THE INTERSECTION OF EAST MAIN STREET (US HIGHWAY 82) AND
 DL0644'US HIGHWAY 79 EAST OF MAGNOLIA, TRAVEL SOUTHERLY ON US HIGHWAY 79 FOR
 DL0644'3.1 MI (5.0 KM) TO A AIRPORT ROAD 980 ON THE LEFT.  TURN LEFT AND GO
 DL0644'EAST THEN NORTH ON AIRPORT 980 FOR 0.7 MI (1.1 KM) TO THE OFFICE.
 DL0644'
 DL0644'FROM THE OFFICE, PROCEED SOUTH FOR 250 FT (76.2 M) TO THE AIRPORT
 DL0644'BEACON.  TURN RIGHT AND PASS THRU AN AIRFIELD GATE FOR 110 FT (33.5 M)
 DL0644'TO THE APRON.  TURN RIGHT AND GO SOUTH ON THE APRON FOR 140 FT (42.7
 DL0644'M) TO THE STATION ON THE LEFT.
 DL0644'
 DL0644'THE MARK IS IN THE FOUNDATION OF A HANGAR/STORAGE BUILDING.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1524 ***********************************************************************
 FF1524  DESIGNATION -  N 206
 FF1524  PID         -  FF1524
 FF1524  STATE/COUNTY-  AR/WHITE
 FF1524  COUNTRY     -  US
 FF1524  USGS QUAD   -  SIDON (2017)
 FF1524
 FF1524                         *CURRENT SURVEY CONTROL
 FF1524  ______________________________________________________________________
 FF1524* NAD 83(1986) POSITION- 35 16 12.6    (N) 091 54 13.7    (W)   HD_HELD2
 FF1524* NAVD 88 ORTHO HEIGHT -    84.651 (meters)      277.73  (feet) ADJUSTED
 FF1524  ______________________________________________________________________
 FF1524  GEOID HEIGHT    -        -27.465 (meters)                     GEOID18
 FF1524  DYNAMIC HEIGHT  -         84.575 (meters)      277.48  (feet) COMP
 FF1524  MODELED GRAVITY -    979,725.8   (mgal)                       NAVD 88
 FF1524
 FF1524  VERT ORDER      -  SECOND    CLASS 0
 FF1524
 FF1524.The horizontal coordinates were established by autonomous hand held GPS
 FF1524.observations and have an estimated accuracy of +/- 10 meters.
 FF1524
 FF1524.The orthometric height was determined by differential leveling and
 FF1524.adjusted by the NATIONAL GEODETIC SURVEY
 FF1524.in June 1991.
 FF1524
 FF1524.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1524.GEOID18 height accuracy estimate available here.
 FF1524
 FF1524.Click photographs - Photos may exist for this station.
 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     -   103,938.      408,752.      MT  (+/- 10 meters HH2 GPS)
 FF1524
 FF1524_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV9970103554(NAD 83)
 FF1524
 FF1524                          SUPERSEDED SURVEY CONTROL
 FF1524
 FF1524  NGVD 29 (11/26/84)   84.605  (m)          277.57   (f) ADJUSTED    2 0
 FF1524
 FF1524.Superseded values are not recommended for survey control.
 FF1524
 FF1524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1524.See file dsdata.pdf to determine how the superseded data were derived.
 FF1524
 FF1524_MARKER: DB = BENCH MARK DISK
 FF1524_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FF1524_SP_SET: CULVERT HEADWALL
 FF1524_STAMPING: N 206 1962
 FF1524_MARK LOGO: CGS
 FF1524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1524+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1537 ***********************************************************************
 FF1537  DESIGNATION -  N 207
 FF1537  PID         -  FF1537
 FF1537  STATE/COUNTY-  AR/CLEBURNE
 FF1537  COUNTRY     -  US
 FF1537  USGS QUAD   -  WEST PANGBURN (2017)
 FF1537
 FF1537                         *CURRENT SURVEY CONTROL
 FF1537  ______________________________________________________________________
 FF1537* NAD 83(1986) POSITION- 35 26 54.     (N) 091 59 13.     (W)   SCALED
 FF1537* NAVD 88 ORTHO HEIGHT -   251.430 (meters)      824.90  (feet) ADJUSTED
 FF1537  ______________________________________________________________________
 FF1537  GEOID HEIGHT    -        -27.490 (meters)                     GEOID18
 FF1537  DYNAMIC HEIGHT  -        251.199 (meters)      824.14  (feet) COMP
 FF1537  MODELED GRAVITY -    979,708.0   (mgal)                       NAVD 88
 FF1537
 FF1537  VERT ORDER      -  SECOND    CLASS 0
 FF1537
 FF1537.The horizontal coordinates were scaled from a map and have
 FF1537.an estimated accuracy of +/- 6 seconds.
 FF1537
 FF1537.The orthometric height was determined by differential leveling and
 FF1537.adjusted by the NATIONAL GEODETIC SURVEY
 FF1537.in June 1991.
 FF1537
 FF1537.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1537.GEOID18 height accuracy estimate available here.
 FF1537
 FF1537.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV919232(NAD 83)
 FF1537
 FF1537                          SUPERSEDED SURVEY CONTROL
 FF1537
 FF1537  NGVD 29 (11/26/84)  251.366  (m)          824.69   (f) ADJUSTED    2 0
 FF1537
 FF1537.Superseded values are not recommended for survey control.
 FF1537
 FF1537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1537.See file dsdata.pdf to determine how the superseded data were derived.
 FF1537
 FF1537_MARKER: DB = BENCH MARK DISK
 FF1537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1537_STAMPING: N 207 1962
 FF1537_MARK LOGO: CGS
 FF1537_PROJECTION: FLUSH
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0181 ***********************************************************************
 FG0181  DESIGNATION -  N 208
 FG0181  PID         -  FG0181
 FG0181  STATE/COUNTY-  AR/FAULKNER
 FG0181  COUNTRY     -  US
 FG0181  USGS QUAD   -  GUY (2017)
 FG0181
 FG0181                         *CURRENT SURVEY CONTROL
 FG0181  ______________________________________________________________________
 FG0181* NAD 83(1986) POSITION- 35 19 50.3    (N) 092 15 25.9    (W)   HD_HELD2
 FG0181* NAVD 88 ORTHO HEIGHT -   240.046 (meters)      787.55  (feet) ADJUSTED
 FG0181  ______________________________________________________________________
 FG0181  GEOID HEIGHT    -        -27.783 (meters)                     GEOID18
 FG0181  DYNAMIC HEIGHT  -        239.822 (meters)      786.82  (feet) COMP
 FG0181  MODELED GRAVITY -    979,695.9   (mgal)                       NAVD 88
 FG0181
 FG0181  VERT ORDER      -  SECOND    CLASS 0
 FG0181
 FG0181.The horizontal coordinates were established by autonomous hand held GPS
 FG0181.observations and have an estimated accuracy of +/- 10 meters.
 FG0181
 FG0181.The orthometric height was determined by differential leveling and
 FG0181.adjusted by the NATIONAL GEODETIC SURVEY
 FG0181.in June 1991.
 FG0181
 FG0181.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0181.GEOID18 height accuracy estimate available here.
 FG0181
 FG0181.Click photographs - Photos may exist for this station.
 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     -   110,673.      376,617.      MT  (+/- 10 meters HH2 GPS)
 FG0181
 FG0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV6750909963(NAD 83)
 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
 FG0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0181.See file dsdata.pdf to determine how the superseded data were derived.
 FG0181
 FG0181_MARKER: DB = BENCH MARK DISK
 FG0181_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FG0181_SP_SET: CULVERT HEADWALL
 FG0181_STAMPING: N 208 1962
 FG0181_MARK LOGO: CGS
 FG0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0181+STABILITY: SURFACE MOTION
 FG0181_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FG0181+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2015
 FG0181
 FG0181  HISTORY     - Date     Condition        Report By
 FG0181  HISTORY     - 1962     MONUMENTED       CGS
 FG0181  HISTORY     - 20150411 GOOD             ARHD
 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.
 FG0181
 FG0181                          STATION RECOVERY (2015)
 FG0181
 FG0181'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (WDA)
 FG0181'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0382 ***********************************************************************
 FG0382  DESIGNATION -  N 209
 FG0382  PID         -  FG0382
 FG0382  STATE/COUNTY-  AR/CONWAY
 FG0382  COUNTRY     -  US
 FG0382  USGS QUAD   -  DAMASCUS (2017)
 FG0382
 FG0382                         *CURRENT SURVEY CONTROL
 FG0382  ______________________________________________________________________
 FG0382* NAD 83(1986) POSITION- 35 18 47.9    (N) 092 29 53.2    (W)   HD_HELD2
 FG0382* NAVD 88 ORTHO HEIGHT -   111.649 (meters)      366.30  (feet) ADJUSTED
 FG0382  ______________________________________________________________________
 FG0382  GEOID HEIGHT    -        -28.188 (meters)                     GEOID18
 FG0382  DYNAMIC HEIGHT  -        111.544 (meters)      365.96  (feet) COMP
 FG0382  MODELED GRAVITY -    979,696.9   (mgal)                       NAVD 88
 FG0382
 FG0382  VERT ORDER      -  SECOND    CLASS 0
 FG0382
 FG0382.The horizontal coordinates were established by autonomous hand held GPS
 FG0382.observations and have an estimated accuracy of +/- 10 meters.
 FG0382
 FG0382.The orthometric height was determined by differential leveling and
 FG0382.adjusted by the NATIONAL GEODETIC SURVEY
 FG0382.in June 1991.
 FG0382
 FG0382.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0382.GEOID18 height accuracy estimate available here.
 FG0382
 FG0382.Click photographs - Photos may exist for this station.
 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     -   108,834.      354,705.      MT  (+/- 10 meters HH2 GPS)
 FG0382
 FG0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV4562307903(NAD 83)
 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
 FG0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0382.See file dsdata.pdf to determine how the superseded data were derived.
 FG0382
 FG0382_MARKER: DB = BENCH MARK DISK
 FG0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0382_STAMPING: N 209 1962
 FG0382_MARK LOGO: CGS
 FG0382_PROJECTION: PROJECTING 3 CENTIMETERS
 FG0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0382+STABILITY: SURFACE MOTION
 FG0382_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG0382+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2011
 FG0382
 FG0382  HISTORY     - Date     Condition        Report By
 FG0382  HISTORY     - 1962     MONUMENTED       CGS
 FG0382  HISTORY     - 1967     GOOD             CGS
 FG0382  HISTORY     - 20100112 GOOD             ARHD
 FG0382  HISTORY     - 20111004 GOOD             ARHD
 FG0382
 FG0382                          STATION DESCRIPTION
 FG0382
 FG0382'DESCRIBED BY COAST AND 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.
 FG0382
 FG0382                          STATION RECOVERY (2010)
 FG0382
 FG0382'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2010 (WDA)
 FG0382'RECOVERED IN GOOD CONDITION.
 FG0382
 FG0382                          STATION RECOVERY (2011)
 FG0382
 FG0382'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (SES)
 FG0382'
 FG0382'.
 FG0382'
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EK0024 ***********************************************************************
 EK0024  DESIGNATION -  N 21
 EK0024  PID         -  EK0024
 EK0024  STATE/COUNTY-  AR/POLK
 EK0024  COUNTRY     -  US
 EK0024  USGS QUAD   -  POTTER (2017)
 EK0024
 EK0024                         *CURRENT SURVEY CONTROL
 EK0024  ______________________________________________________________________
 EK0024* NAD 83(1986) POSITION- 34 33 48.     (N) 094 16 11.     (W)   SCALED
 EK0024* NAVD 88 ORTHO HEIGHT -   324.934 (meters)     1066.05  (feet) ADJUSTED
 EK0024  ______________________________________________________________________
 EK0024  GEOID HEIGHT    -        -30.163 (meters)                     GEOID18
 EK0024  DYNAMIC HEIGHT  -        324.581 (meters)     1064.90  (feet) COMP
 EK0024  MODELED GRAVITY -    979,540.7   (mgal)                       NAVD 88
 EK0024
 EK0024  VERT ORDER      -  FIRST     CLASS II
 EK0024
 EK0024.The horizontal coordinates were scaled from a map and have
 EK0024.an estimated accuracy of +/- 6 seconds.
 EK0024
 EK0024.The orthometric height was determined by differential leveling and
 EK0024.adjusted by the NATIONAL GEODETIC SURVEY
 EK0024.in June 1991.
 EK0024
 EK0024.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0024.GEOID18 height accuracy estimate available here.
 EK0024
 EK0024.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU835253(NAD 83)
 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
 EK0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0024.See file dsdata.pdf to determine how the superseded data were derived.
 EK0024
 EK0024_MARKER: DB = BENCH MARK DISK
 EK0024_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EK0024_SP_SET: CULVERT HEADWALL
 EK0024_STAMPING: N 21 1932
 EK0024_MARK LOGO: CGS
 EK0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0024+STABILITY: SURFACE MOTION
 EK0024
 EK0024  HISTORY     - Date     Condition        Report By
 EK0024  HISTORY     - 1932     MONUMENTED       CGS
 EK0024  HISTORY     - 1961     GOOD             CGS
 EK0024  HISTORY     - 1985     GOOD             NGS
 EK0024
 EK0024                          STATION DESCRIPTION
 EK0024
 EK0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (ALW)
 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FE1903 ***********************************************************************
 FE1903  DESIGNATION -  N 213
 FE1903  PID         -  FE1903
 FE1903  STATE/COUNTY-  AR/MISSISSIPPI
 FE1903  COUNTRY     -  US
 FE1903  USGS QUAD   -  CHIC (2019)
 FE1903
 FE1903                         *CURRENT SURVEY CONTROL
 FE1903  ______________________________________________________________________
 FE1903* NAD 83(1986) POSITION- 35 55 10.     (N) 089 44 10.     (W)   SCALED
 FE1903* NAVD 88 ORTHO HEIGHT -    83.733 (meters)      274.71  (feet) ADJUSTED
 FE1903  ______________________________________________________________________
 FE1903  GEOID HEIGHT    -        -28.053 (meters)                     GEOID18
 FE1903  DYNAMIC HEIGHT  -         83.662 (meters)      274.48  (feet) COMP
 FE1903  MODELED GRAVITY -    979,790.5   (mgal)                       NAVD 88
 FE1903
 FE1903  VERT ORDER      -  FIRST     CLASS I
 FE1903
 FE1903.The horizontal coordinates were scaled from a map and have
 FE1903.an estimated accuracy of +/- 6 seconds.
 FE1903
 FE1903.The orthometric height was determined by differential leveling and
 FE1903.adjusted by the NATIONAL GEODETIC SURVEY
 FE1903.in June 1991.
 FE1903
 FE1903.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE1903.GEOID18 height accuracy estimate available here.
 FE1903
 FE1903.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE531784(NAD 83)
 FE1903
 FE1903                          SUPERSEDED SURVEY CONTROL
 FE1903
 FE1903  NGVD 29 (11/26/84)   83.661  (m)          274.48   (f) ADJUSTED    1 1
 FE1903
 FE1903.Superseded values are not recommended for survey control.
 FE1903
 FE1903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1903.See file dsdata.pdf to determine how the superseded data were derived.
 FE1903
 FE1903_MARKER: DV = VERTICAL CONTROL DISK
 FE1903_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FE1903+WITH SETTING: INTO GROUND
 FE1903_STAMPING: N 213 1976
 FE1903_MARK LOGO: NGS
 FE1903_MAGNETIC: I = MARKER IS A STEEL ROD
 FE1903_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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             USACE
 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 ARMY CORPS OF ENGINEERS 2000 (JMH)
 FE1903'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FE1872 ***********************************************************************
 FE1872  DESIGNATION -  N 214
 FE1872  PID         -  FE1872
 FE1872  STATE/COUNTY-  AR/MISSISSIPPI
 FE1872  COUNTRY     -  US
 FE1872  USGS QUAD   -  OSCEOLA (2017)
 FE1872
 FE1872                         *CURRENT SURVEY CONTROL
 FE1872  ______________________________________________________________________
 FE1872* NAD 83(1986) POSITION- 35 39 11.     (N) 089 55 57.     (W)   SCALED
 FE1872* NAVD 88 ORTHO HEIGHT -    81.075 (meters)      265.99  (feet) ADJUSTED
 FE1872  ______________________________________________________________________
 FE1872  GEOID HEIGHT    -        -27.614 (meters)                     GEOID18
 FE1872  DYNAMIC HEIGHT  -         81.006 (meters)      265.77  (feet) COMP
 FE1872  MODELED GRAVITY -    979,778.5   (mgal)                       NAVD 88
 FE1872
 FE1872  VERT ORDER      -  FIRST     CLASS I
 FE1872
 FE1872.The horizontal coordinates were scaled from a map and have
 FE1872.an estimated accuracy of +/- 6 seconds.
 FE1872
 FE1872.The orthometric height was determined by differential leveling and
 FE1872.adjusted by the NATIONAL GEODETIC SURVEY
 FE1872.in June 1991.
 FE1872
 FE1872.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE1872.GEOID18 height accuracy estimate available here.
 FE1872
 FE1872.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE345494(NAD 83)
 FE1872
 FE1872                          SUPERSEDED SURVEY CONTROL
 FE1872
 FE1872  NGVD 29 (11/26/84)   81.038  (m)          265.87   (f) ADJUSTED    1 1
 FE1872
 FE1872.Superseded values are not recommended for survey control.
 FE1872
 FE1872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1872.See file dsdata.pdf to determine how the superseded data were derived.
 FE1872
 FE1872_MARKER: DV = VERTICAL CONTROL DISK
 FE1872_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FE1872+WITH SETTING: INFORMATION.
 FE1872_STAMPING: N 214 1976
 FE1872_MARK LOGO: NGS
 FE1872_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE1872_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FE1872_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FE1872+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2019
 FE1872
 FE1872  HISTORY     - Date     Condition        Report By
 FE1872  HISTORY     - 1976     MONUMENTED       NGS
 FE1872  HISTORY     - 20000901 GOOD             USACE
 FE1872  HISTORY     - 20190417 GOOD             ARHD
 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 ARMY CORPS OF ENGINEERS 2000 (JMH)
 FE1872'RECOVERED IN GOOD CONDITION.
 FE1872
 FE1872                          STATION RECOVERY (2019)
 FE1872
 FE1872'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2019 (JDH)
 FE1872'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FE1895 ***********************************************************************
 FE1895  DESIGNATION -  N 215
 FE1895  PID         -  FE1895
 FE1895  STATE/COUNTY-  AR/MISSISSIPPI
 FE1895  COUNTRY     -  US
 FE1895  USGS QUAD   -  CHIC (2019)
 FE1895
 FE1895                         *CURRENT SURVEY CONTROL
 FE1895  ______________________________________________________________________
 FE1895* NAD 83(1986) POSITION- 35 59 43.     (N) 089 44 10.     (W)   SCALED
 FE1895* NAVD 88 ORTHO HEIGHT -    79.388 (meters)      260.46  (feet) ADJUSTED
 FE1895  ______________________________________________________________________
 FE1895  GEOID HEIGHT    -        -28.203 (meters)                     GEOID18
 FE1895  DYNAMIC HEIGHT  -         79.321 (meters)      260.24  (feet) COMP
 FE1895  MODELED GRAVITY -    979,793.5   (mgal)                       NAVD 88
 FE1895
 FE1895  VERT ORDER      -  FIRST     CLASS I
 FE1895
 FE1895.The horizontal coordinates were scaled from a map and have
 FE1895.an estimated accuracy of +/- 6 seconds.
 FE1895
 FE1895.The orthometric height was determined by differential leveling and
 FE1895.adjusted by the NATIONAL GEODETIC SURVEY
 FE1895.in June 1991.
 FE1895
 FE1895.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE1895.GEOID18 height accuracy estimate available here.
 FE1895
 FE1895.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE533868(NAD 83)
 FE1895
 FE1895                          SUPERSEDED SURVEY CONTROL
 FE1895
 FE1895  NGVD 29 (11/26/84)   79.313  (m)          260.21   (f) ADJUSTED    1 1
 FE1895
 FE1895.Superseded values are not recommended for survey control.
 FE1895
 FE1895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1895.See file dsdata.pdf to determine how the superseded data were derived.
 FE1895
 FE1895_MARKER: DV = VERTICAL CONTROL DISK
 FE1895_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1895_STAMPING: N 215 1976
 FE1895_MARK LOGO: NGS
 FE1895_MAGNETIC: I = MARKER IS A STEEL ROD
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1105 ***********************************************************************
 FF1105  HT_MOD      -  This is a Height Modernization Survey Station.
 FF1105  DESIGNATION -  N 216
 FF1105  PID         -  FF1105
 FF1105  STATE/COUNTY-  AR/MISSISSIPPI
 FF1105  COUNTRY     -  US
 FF1105  USGS QUAD   -  FRENCHMANS BAYOU (2017)
 FF1105
 FF1105                         *CURRENT SURVEY CONTROL
 FF1105  ______________________________________________________________________
 FF1105* NAD 83(2011) POSITION- 35 27 16.79050(N) 090 07 36.70525(W)   ADJUSTED
 FF1105* NAD 83(2011) ELLIP HT-    48.852 (meters)        (06/27/12)   ADJUSTED
 FF1105* NAD 83(2011) EPOCH   -  2010.00
 FF1105* NAVD 88 ORTHO HEIGHT -    76.45  (meters)      250.8   (feet) GPS OBS
 FF1105  ______________________________________________________________________
 FF1105  NAVD 88 orthometric height was determined with geoid model    GEOID03
 FF1105  GEOID HEIGHT    -        -27.559 (meters)                     GEOID03
 FF1105  GEOID HEIGHT    -        -27.567 (meters)                     GEOID18
 FF1105  NAD 83(2011) X  -    -11,516.706 (meters)                     COMP
 FF1105  NAD 83(2011) Y  - -5,201,357.563 (meters)                     COMP
 FF1105  NAD 83(2011) Z  -  3,679,100.162 (meters)                     COMP
 FF1105  LAPLACE CORR    -          1.00  (seconds)                    DEFLEC18
 FF1105
 FF1105  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FF1105  Standards:
 FF1105         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FF1105            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FF1105  -------------------------------------------------------------------
 FF1105  NETWORK    2.24   2.49           1.00   0.81   1.27      0.12506719
 FF1105  -------------------------------------------------------------------
 FF1105  Click here for local accuracies and other accuracy information.
 FF1105
 FF1105.The horizontal coordinates were established by GPS observations
 FF1105.and adjusted by the National Geodetic Survey in June 2012.
 FF1105
 FF1105.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FF1105.been affixed to the stable North American tectonic plate. See 
 FF1105.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FF1105
 FF1105.The horizontal coordinates are valid at the epoch date displayed above
 FF1105.which is a decimal equivalence of Year/Month/Day.
 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.
 FF1105
 FF1105.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1105.GEOID18 height accuracy estimate available here.
 FF1105
 FF1105.Click photographs - Photos may exist for this station.
 FF1105
 FF1105.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF1105
 FF1105.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1105
 FF1105.The ellipsoidal height was determined by GPS observations
 FF1105.and is referenced to NAD 83.
 FF1105
 FF1105. The following values were computed from the NAD 83(2011) position.
 FF1105
 FF1105;                    North         East     Units Scale Factor Converg.
 FF1105;SPC AR N     -   126,019.145   570,023.342   MT  0.99993848   +1 05 23.9
 FF1105;SPC AR N     -   413,447.81  1,870,151.58   sFT  0.99993848   +1 05 23.9
 FF1105;UTM  15      - 3,927,259.704   760,756.110   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6075627259(NAD 83)
 FF1105
 FF1105                          SUPERSEDED SURVEY CONTROL
 FF1105
 FF1105  NAD 83(2007)-  35 27 16.79056(N)    090 07 36.70628(W) AD(2002.00) 0
 FF1105  ELLIP H (02/10/07)   48.880  (m)                       GP(2002.00)    
 FF1105  NAD 83(1997)-  35 27 16.79040(N)    090 07 36.70610(W) AD(       ) 1
 FF1105  ELLIP H (05/31/05)   48.871  (m)                       GP(       ) 4 2
 FF1105  NAVD 88 (06/15/91)   76.426  (m)          250.74   (f) ADJUSTED    1 1
 FF1105  NGVD 29 (11/26/84)   76.408  (m)          250.68   (f) ADJUSTED    1 1
 FF1105
 FF1105.Superseded values are not recommended for survey control.
 FF1105
 FF1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1105.See file dsdata.pdf to determine how the superseded data were derived.
 FF1105
 FF1105_MARKER: DV = VERTICAL CONTROL DISK
 FF1105_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FF1105+WITH SETTING: INTO GROUND
 FF1105_STAMPING: N 216 1976
 FF1105_MARK LOGO: NGS
 FF1105_MAGNETIC: I = MARKER IS A STEEL ROD
 FF1105_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1105_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1105+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2013
 FF1105
 FF1105  HISTORY     - Date     Condition        Report By
 FF1105  HISTORY     - 1976     MONUMENTED       NGS
 FF1105  HISTORY     - 20030123 GOOD             USACE
 FF1105  HISTORY     - 20040623 GOOD             USACE
 FF1105  HISTORY     - 20130823 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 (2004)
 FF1105
 FF1105'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (RH)
 FF1105'RECOVERED IN GOOD CONDITION.
 FF1105
 FF1105                          STATION RECOVERY (2013)
 FF1105
 FF1105'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2013 (DLB)
 FF1105'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1068 ***********************************************************************
 FF1068  DESIGNATION -  N 217
 FF1068  PID         -  FF1068
 FF1068  STATE/COUNTY-  AR/CRITTENDEN
 FF1068  COUNTRY     -  US
 FF1068  USGS QUAD   -  NORTHWEST MEMPHIS (2019)
 FF1068
 FF1068                         *CURRENT SURVEY CONTROL
 FF1068  ______________________________________________________________________
 FF1068* NAD 83(1986) POSITION- 35 12 14.     (N) 090 06 57.     (W)   SCALED
 FF1068* NAVD 88 ORTHO HEIGHT -    74.001 (meters)      242.78  (feet) ADJUSTED
 FF1068  ______________________________________________________________________
 FF1068  GEOID HEIGHT    -        -27.333 (meters)                     GEOID18
 FF1068  DYNAMIC HEIGHT  -         73.934 (meters)      242.57  (feet) COMP
 FF1068  MODELED GRAVITY -    979,736.9   (mgal)                       NAVD 88
 FF1068
 FF1068  VERT ORDER      -  FIRST     CLASS I
 FF1068
 FF1068.The horizontal coordinates were scaled from a map and have
 FF1068.an estimated accuracy of +/- 6 seconds.
 FF1068
 FF1068.The orthometric height was determined by differential leveling and
 FF1068.adjusted by the NATIONAL GEODETIC SURVEY
 FF1068.in June 1991.
 FF1068
 FF1068.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1068.GEOID18 height accuracy estimate available here.
 FF1068
 FF1068.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU625994(NAD 83)
 FF1068
 FF1068                          SUPERSEDED SURVEY CONTROL
 FF1068
 FF1068  NGVD 29 (11/26/84)   73.984  (m)          242.73   (f) ADJUSTED    1 1
 FF1068
 FF1068.Superseded values are not recommended for survey control.
 FF1068
 FF1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1068.See file dsdata.pdf to determine how the superseded data were derived.
 FF1068
 FF1068_MARKER: DV = VERTICAL CONTROL DISK
 FF1068_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FF1068+WITH SETTING: INTO GROUND
 FF1068_STAMPING: N 217 1976
 FF1068_MARK LOGO: NGS
 FF1068_MAGNETIC: I = MARKER IS A STEEL ROD
 FF1068_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH0197 ***********************************************************************
 EH0197  DESIGNATION -  N 218
 EH0197  PID         -  EH0197
 EH0197  STATE/COUNTY-  AR/CRITTENDEN
 EH0197  COUNTRY     -  US
 EH0197  USGS QUAD   -  HORSESHOE LAKE (2017)
 EH0197
 EH0197                         *CURRENT SURVEY CONTROL
 EH0197  ______________________________________________________________________
 EH0197* NAD 83(1986) POSITION- 34 56 46.     (N) 090 16 37.     (W)   SCALED
 EH0197* NAVD 88 ORTHO HEIGHT -    69.423 (meters)      227.77  (feet) ADJUSTED
 EH0197  ______________________________________________________________________
 EH0197  GEOID HEIGHT    -        -27.226 (meters)                     GEOID18
 EH0197  DYNAMIC HEIGHT  -         69.359 (meters)      227.56  (feet) COMP
 EH0197  MODELED GRAVITY -    979,711.5   (mgal)                       NAVD 88
 EH0197
 EH0197  VERT ORDER      -  FIRST     CLASS II
 EH0197
 EH0197.The horizontal coordinates were scaled from a map and have
 EH0197.an estimated accuracy of +/- 6 seconds.
 EH0197
 EH0197.The orthometric height was determined by differential leveling and
 EH0197.adjusted by the NATIONAL GEODETIC SURVEY
 EH0197.in June 1991.
 EH0197
 EH0197.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0197.GEOID18 height accuracy estimate available here.
 EH0197
 EH0197.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU486704(NAD 83)
 EH0197
 EH0197                          SUPERSEDED SURVEY CONTROL
 EH0197
 EH0197  NGVD 29 (11/26/84)   69.434  (m)          227.80   (f) ADJUSTED    1 2
 EH0197
 EH0197.Superseded values are not recommended for survey control.
 EH0197
 EH0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0197.See file dsdata.pdf to determine how the superseded data were derived.
 EH0197
 EH0197_MARKER: DV = VERTICAL CONTROL DISK
 EH0197_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0197+WITH SETTING: INTO GROUND
 EH0197_STAMPING: N 218 1976
 EH0197_MARK LOGO: NGS
 EH0197_MAGNETIC: I = MARKER IS A STEEL ROD
 EH0197_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0197_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0197+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2011
 EH0197
 EH0197  HISTORY     - Date     Condition        Report By
 EH0197  HISTORY     - 1976     MONUMENTED       NGS
 EH0197  HISTORY     - 20030317 GOOD             USACE
 EH0197  HISTORY     - 20111025 GOOD             ARHD
 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.
 EH0197
 EH0197                          STATION RECOVERY (2011)
 EH0197
 EH0197'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (I)
 EH0197'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH0220 ***********************************************************************
 EH0220  DESIGNATION -  N 219
 EH0220  PID         -  EH0220
 EH0220  STATE/COUNTY-  AR/LEE
 EH0220  COUNTRY     -  US
 EH0220  USGS QUAD   -  HUGHES (2017)
 EH0220
 EH0220                         *CURRENT SURVEY CONTROL
 EH0220  ______________________________________________________________________
 EH0220* NAD 83(1986) POSITION- 34 52 45.     (N) 090 29 06.     (W)   SCALED
 EH0220* NAVD 88 ORTHO HEIGHT -    62.947 (meters)      206.52  (feet) ADJUSTED
 EH0220  ______________________________________________________________________
 EH0220  GEOID HEIGHT    -        -27.005 (meters)                     GEOID18
 EH0220  DYNAMIC HEIGHT  -         62.889 (meters)      206.33  (feet) COMP
 EH0220  MODELED GRAVITY -    979,714.4   (mgal)                       NAVD 88
 EH0220
 EH0220  VERT ORDER      -  FIRST     CLASS II
 EH0220
 EH0220.The horizontal coordinates were scaled from a map and have
 EH0220.an estimated accuracy of +/- 6 seconds.
 EH0220
 EH0220.The orthometric height was determined by differential leveling and
 EH0220.adjusted by the NATIONAL GEODETIC SURVEY
 EH0220.in June 1991.
 EH0220
 EH0220.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0220.GEOID18 height accuracy estimate available here.
 EH0220
 EH0220.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU298625(NAD 83)
 EH0220
 EH0220                          SUPERSEDED SURVEY CONTROL
 EH0220
 EH0220  NGVD 29 (11/26/84)   62.967  (m)          206.58   (f) ADJUSTED    1 2
 EH0220
 EH0220.Superseded values are not recommended for survey control.
 EH0220
 EH0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0220.See file dsdata.pdf to determine how the superseded data were derived.
 EH0220
 EH0220_MARKER: I = METAL ROD
 EH0220_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EH0220_STAMPING: N 219 1976
 EH0220_MARK LOGO: NGS
 EH0220_MAGNETIC: N = NO MAGNETIC MATERIAL
 EH0220_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0220_ROD/PIPE-DEPTH: 7.9 meters
 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 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 CENTERLINE OF THE LEVEE, 68 FEET SOUTHEAST OF A FENCE CORNER
 EH0220'AND LARGE TREE AT THE TOE OF THE LEVEE, 68 FT NORTHWEST OF MILEPOST
 EH0220'193 194 AND SET AT THE TOE OF THE LEVEE.  A DISK ON TOP OF A
 EH0220'STAINLESS STEEL ROD TO A DEPTH OF 26 FEET ENCASED IN A PIPE.
 EH0220'40 FT BELOW LEVEE 2 FT NORTHEAST OF A 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 = MARCH 20, 2026 22:17:28 EDT
 DM0019 ***********************************************************************
 DM0019  DESIGNATION -  N 22
 DM0019  PID         -  DM0019
 DM0019  STATE/COUNTY-  AR/LITTLE RIVER
 DM0019  COUNTRY     -  US
 DM0019  USGS QUAD   -  FALLS CHAPEL (2017)
 DM0019
 DM0019                         *CURRENT SURVEY CONTROL
 DM0019  ______________________________________________________________________
 DM0019* NAD 83(1986) POSITION- 33 45 24.10   (N) 094 11 20.72   (W)   HD_HELD1
 DM0019* NAVD 88 ORTHO HEIGHT -    90.167 (meters)      295.82  (feet) ADJUSTED
 DM0019  ______________________________________________________________________
 DM0019  GEOID HEIGHT    -        -27.160 (meters)                     GEOID18
 DM0019  DYNAMIC HEIGHT  -         90.075 (meters)      295.52  (feet) COMP
 DM0019  MODELED GRAVITY -    979,607.1   (mgal)                       NAVD 88
 DM0019
 DM0019  VERT ORDER      -  FIRST     CLASS II
 DM0019
 DM0019.The horizontal coordinates were determined by differentially corrected
 DM0019.hand held GPS observations or other comparable positioning techniques
 DM0019.and have an estimated accuracy of +/- 3 meters.
 DM0019
 DM0019.The orthometric height was determined by differential leveling and
 DM0019.adjusted by the NATIONAL GEODETIC SURVEY
 DM0019.in June 1991.
 DM0019
 DM0019.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM0019.GEOID18 height accuracy estimate available here.
 DM0019
 DM0019.Click photographs - Photos may exist for this station.
 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     -   523,065.6     197,216.3     MT  (+/- 3 meters HH1 GPS) 
 DM0019
 DM0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT8987535814(NAD 83)
 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
 DM0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0019.See file dsdata.pdf to determine how the superseded data were derived.
 DM0019
 DM0019_MARKER: DB = BENCH MARK DISK
 DM0019_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM0019_SP_SET: CULVERT HEADWALL
 DM0019_STAMPING: 295.898 N 22 1932
 DM0019_MARK LOGO: CGS
 DM0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM0019+STABILITY: SURFACE MOTION
 DM0019_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM0019+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2015
 DM0019
 DM0019  HISTORY     - Date     Condition        Report By
 DM0019  HISTORY     - 1932     MONUMENTED       CGS
 DM0019  HISTORY     - 1962     GOOD             CGS
 DM0019  HISTORY     - 1985     GOOD             NGS
 DM0019  HISTORY     - 20151130 GOOD             WEYCO
 DM0019
 DM0019                          STATION DESCRIPTION
 DM0019
 DM0019'DESCRIBED BY COAST AND 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.
 DM0019
 DM0019                          STATION RECOVERY (2015)
 DM0019
 DM0019'RECOVERY NOTE BY WEYERHAEUSER COMPANY 2015 (SJP)
 DM0019'MARK BURIED UNDER RAILROAD BALLAST.  0.80M SW FROM CULVERT END.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH0714 ***********************************************************************
 EH0714  DESIGNATION -  N 220
 EH0714  PID         -  EH0714
 EH0714  STATE/COUNTY-  AR/PHILLIPS
 EH0714  COUNTRY     -  US
 EH0714  USGS QUAD   -  FRIARS POINT NW (2018)
 EH0714
 EH0714                         *CURRENT SURVEY CONTROL
 EH0714  ______________________________________________________________________
 EH0714* NAD 83(1986) POSITION- 34 23 30.     (N) 090 43 10.     (W)   SCALED
 EH0714* NAVD 88 ORTHO HEIGHT -    61.125 (meters)      200.54  (feet) ADJUSTED
 EH0714  ______________________________________________________________________
 EH0714  GEOID HEIGHT    -        -26.955 (meters)                     GEOID18
 EH0714  DYNAMIC HEIGHT  -         61.065 (meters)      200.34  (feet) COMP
 EH0714  MODELED GRAVITY -    979,654.8   (mgal)                       NAVD 88
 EH0714
 EH0714  VERT ORDER      -  FIRST     CLASS II
 EH0714
 EH0714.The horizontal coordinates were scaled from a map and have
 EH0714.an estimated accuracy of +/- 6 seconds.
 EH0714
 EH0714.The orthometric height was determined by differential leveling and
 EH0714.adjusted by the NATIONAL GEODETIC SURVEY
 EH0714.in June 1991.
 EH0714
 EH0714.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0714.GEOID18 height accuracy estimate available here.
 EH0714
 EH0714.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU096079(NAD 83)
 EH0714
 EH0714                          SUPERSEDED SURVEY CONTROL
 EH0714
 EH0714  NGVD 29 (11/26/84)   61.167  (m)          200.68   (f) ADJUSTED    1 2
 EH0714
 EH0714.Superseded values are not recommended for survey control.
 EH0714
 EH0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0714.See file dsdata.pdf to determine how the superseded data were derived.
 EH0714
 EH0714_MARKER: DV = VERTICAL CONTROL 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_MAGNETIC: I = MARKER IS A STEEL ROD
 EH0714_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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  HISTORY     - 20160414 MARK NOT FOUND   ARHD
 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.
 EH0714
 EH0714                          STATION RECOVERY (2016)
 EH0714
 EH0714'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (VJB)
 EH0714'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH0754 ***********************************************************************
 EH0754  DESIGNATION -  N 221
 EH0754  PID         -  EH0754
 EH0754  STATE/COUNTY-  AR/PHILLIPS
 EH0754  COUNTRY     -  US
 EH0754  USGS QUAD   -  MELLWOOD (2017)
 EH0754
 EH0754                         *CURRENT SURVEY CONTROL
 EH0754  ______________________________________________________________________
 EH0754* NAD 83(2011) POSITION- 34 09 54.85751(N) 090 57 29.21977(W)   ADJUSTED
 EH0754* NAD 83(2011) ELLIP HT-    29.728 (meters)        (06/27/12)   ADJUSTED
 EH0754* NAD 83(2011) EPOCH   -  2010.00
 EH0754* NAVD 88 ORTHO HEIGHT -    56.398 (meters)      185.03  (feet) ADJUSTED
 EH0754  ______________________________________________________________________
 EH0754  GEOID HEIGHT    -        -26.639 (meters)                     GEOID18
 EH0754  NAD 83(2011) X  -    -88,339.932 (meters)                     COMP
 EH0754  NAD 83(2011) Y  - -5,282,273.026 (meters)                     COMP
 EH0754  NAD 83(2011) Z  -  3,561,643.773 (meters)                     COMP
 EH0754  LAPLACE CORR    -         -0.77  (seconds)                    DEFLEC18
 EH0754  DYNAMIC HEIGHT  -         56.342 (meters)      184.85  (feet) COMP
 EH0754  MODELED GRAVITY -    979,647.3   (mgal)                       NAVD 88
 EH0754
 EH0754  VERT ORDER      -  FIRST     CLASS II
 EH0754
 EH0754  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 EH0754  Standards:
 EH0754         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 EH0754            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 EH0754  -------------------------------------------------------------------
 EH0754  NETWORK    0.46   0.71           0.21   0.16   0.36      0.13074541
 EH0754  -------------------------------------------------------------------
 EH0754  Click here for local accuracies and other accuracy information.
 EH0754
 EH0754.The horizontal coordinates were established by GPS observations
 EH0754.and adjusted by the National Geodetic Survey in June 2012.
 EH0754
 EH0754.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 EH0754.been affixed to the stable North American tectonic plate. See 
 EH0754.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 EH0754
 EH0754.The horizontal coordinates are valid at the epoch date displayed above
 EH0754.which is a decimal equivalence of Year/Month/Day.
 EH0754
 EH0754.The orthometric height was determined by differential leveling and
 EH0754.adjusted by the NATIONAL GEODETIC SURVEY
 EH0754.in September 2022.
 EH0754
 EH0754.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0754.GEOID18 height accuracy estimate available here.
 EH0754
 EH0754.Click photographs - Photos may exist for this station.
 EH0754
 EH0754.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH0754
 EH0754.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH0754
 EH0754.The ellipsoidal height was determined by GPS observations
 EH0754.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 EH0754
 EH0754;                    North         East     Units Scale Factor Converg.
 EH0754;SPC AR S     -   566,698.995   496,058.158   MT  0.99992107   +0 34 59.3
 EH0754;SPC AR S     - 1,859,244.95  1,627,484.14   sFT  0.99992107   +0 34 59.3
 EH0754;UTM  15      - 3,782,361.371   688,212.440   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT8821282361(NAD 83)
 EH0754
 EH0754                          SUPERSEDED SURVEY CONTROL
 EH0754
 EH0754  NAD 83(2007)-  34 09 54.85746(N)    090 57 29.22067(W) AD(2002.00) 0
 EH0754  ELLIP H (02/10/07)   29.750  (m)                       GP(2002.00)    
 EH0754  NAD 83(1997)-  34 09 54.85722(N)    090 57 29.22018(W) AD(       ) 1
 EH0754  ELLIP H (01/24/03)   29.740  (m)                       GP(       ) 2 2
 EH0754  NAD 83(1997)-  34 09 54.85692(N)    090 57 29.21905(W) AD(       ) 2
 EH0754  ELLIP H (09/14/99)   30.042  (m)                       GP(       ) 4 1
 EH0754  NAD 83(1993)-  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 (03/22/05)   56.38   (m)  GEOID03  model used  GPS OBS        
 EH0754  NAVD 88              56.38   (m)          185.0    (f) LEVELING    3  
 EH0754  NAVD 88 (06/15/91)   56.377  (m)          184.96   (f) SUPERSEDED  1 2
 EH0754  NGVD 29              56.44   (m)          185.2    (f) LEVELING    3  
 EH0754  NGVD 29 (11/26/84)   56.441  (m)          185.17   (f) ADJUSTED    1 2
 EH0754
 EH0754.Superseded values are not recommended for survey control.
 EH0754
 EH0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0754.See file dsdata.pdf to determine how the superseded data were derived.
 EH0754
 EH0754_MARKER: DV = VERTICAL CONTROL 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: I = MARKER IS A STEEL ROD
 EH0754_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0754_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0754+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2009
 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             USACE
 EH0754  HISTORY     - 20011018 GOOD             3001
 EH0754  HISTORY     - 20090728 GOOD             JMSM
 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 COUNTY,
 EH0754'ARKANSAS, 417 RIGHTOR STREET, HELENA AR 72342, PHONE PHONE
 EH0754'501-338-6731.
 EH0754'
 EH0754'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 20, 44 AND 85 ELAINE, GO
 EH0754'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) TO A DIRT
 EH0754'CROSSROAD.  TURN LEFT, EAST, FOR 2.02 KM (1.25 MI) TO A CATTLE GUARD.
 EH0754'CONTINUE AHEAD FOR 2.95 KM (1.85 MI) TO MILEPOST 45/46 AND THE STATION
 EH0754'ON THE LEFT.
 EH0754'
 EH0754'STATION MARK, A STANDARD NGS BENCH MARK DISK STAMPED--N 221 1976--, IS
 EH0754'CRIMPED TO THE TOP OF A STEEL ROD ENCASED IN A VINYL PIPE.  MARK
 EH0754'PROJECTS 15 CM.  IT IS 5.5 METERS NORTHWEST OF THE ROAD CENTER, 1
 EH0754'METER LOWER THAN THE ROAD, 0.3 METER SOUTHEAST OF THE MILEPOST, 0.3
 EH0754'METER SOUTHWEST OF A METAL WITNESS POST, AND 0.3 METERS NORTHEAST OF A
 EH0754'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 ARMY CORPS OF 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, ARKANSAS.  1.7 MILES NORTHEAST OF GRUMROD, ARKANSAS.
 EH0754'7.95 MILES NORTHEAST OF SNOW LAKE ARKANSAS.  ON THE MISSISSIPPI RIVER
 EH0754'LEVEE.  LMP 45/46.
 EH0754'
 EH0754'TO REACH THE STATION FROM THE INTERSECTION OF HWY 44 AND HWY 20 IN
 EH0754'ELAINE, ARKANSAS.  PROCEED SOUTH ON HWY 44, 9.5 MILES TO THE COMMUNITY
 EH0754'OF MELLWOOD AND POST OFFICE ON THE LEFT.  TURN LEFT (EAST) ON GRAVEL
 EH0754'ROAD ON THE SOUTH SIDE OF POST OFFICE.  PROCEED EAST 0.5 MILES TO THE
 EH0754'TOP OF LEVEE.  TURN RIGHT (SOUTH) ON LEVEE AND 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 OF A STEEL ROD ENCASED IN A PVC PIPE.  MARK
 EH0754'PROJECTS 1 INCH ABOVE PVC PIPE.  1 FOOT SOUTHEAST OF LMP 45/46.  19
 EH0754'FEET NORTHWEST OF CENTERLINE OF LEVEE.  2 FEET BELOW TOP OF LEVEE.
 EH0754'BETWEEN 2 WITNESS POSTS.  1 CARSONITE AND 1 METAL (WITHOUT SIGN)
 EH0754
 EH0754                          STATION RECOVERY (2009)
 EH0754
 EH0754'RECOVERY NOTE BY JOHNSON-MCADAMS SURVEYING AND MAPPING 2009 (WJB)
 EH0754'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH0989 ***********************************************************************
 EH0989  DESIGNATION -  N 222
 EH0989  PID         -  EH0989
 EH0989  STATE/COUNTY-  AR/LEE
 EH0989  COUNTRY     -  US
 EH0989  USGS QUAD   -  LA GRANGE (2017)
 EH0989
 EH0989                         *CURRENT SURVEY CONTROL
 EH0989  ______________________________________________________________________
 EH0989* NAD 83(1986) POSITION- 34 39 07.     (N) 090 37 59.     (W)   SCALED
 EH0989* NAVD 88 ORTHO HEIGHT -    58.147 (meters)      190.77  (feet) ADJUSTED
 EH0989  ______________________________________________________________________
 EH0989  GEOID HEIGHT    -        -26.975 (meters)                     GEOID18
 EH0989  DYNAMIC HEIGHT  -         58.091 (meters)      190.59  (feet) COMP
 EH0989  MODELED GRAVITY -    979,682.7   (mgal)                       NAVD 88
 EH0989
 EH0989  VERT ORDER      -  FIRST     CLASS II
 EH0989
 EH0989.The horizontal coordinates were scaled from a map and have
 EH0989.an estimated accuracy of +/- 6 seconds.
 EH0989
 EH0989.The orthometric height was determined by differential leveling and
 EH0989.adjusted by the NATIONAL GEODETIC SURVEY
 EH0989.in June 1991.
 EH0989
 EH0989.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0989.GEOID18 height accuracy estimate available here.
 EH0989
 EH0989.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU169369(NAD 83)
 EH0989
 EH0989                          SUPERSEDED SURVEY CONTROL
 EH0989
 EH0989  NGVD 29 (11/26/84)   58.179  (m)          190.88   (f) ADJUSTED    1 2
 EH0989
 EH0989.Superseded values are not recommended for survey control.
 EH0989
 EH0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0989.See file dsdata.pdf to determine how the superseded data were derived.
 EH0989
 EH0989_MARKER: DV = VERTICAL CONTROL DISK
 EH0989_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH0989_STAMPING: N 222 1976
 EH0989_MARK LOGO: NGS
 EH0989_MAGNETIC: I = MARKER IS A STEEL ROD
 EH0989_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH0989_ROD/PIPE-DEPTH: 11.6 meters
 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 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
 EH0989'40 FT BELOW LEVEE 2 FT SOUTH OF A WITNESS 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 = MARCH 20, 2026 22:17:28 EDT
 EH1440 ***********************************************************************
 EH1440  DESIGNATION -  N 223
 EH1440  PID         -  EH1440
 EH1440  STATE/COUNTY-  AR/DESHA
 EH1440  COUNTRY     -  US
 EH1440  USGS QUAD   -  SNOW LAKE (2017)
 EH1440
 EH1440                         *CURRENT SURVEY CONTROL
 EH1440  ______________________________________________________________________
 EH1440* NAD 83(1986) POSITION- 34 00 48.     (N) 091 01 22.     (W)   SCALED
 EH1440* NAVD 88 ORTHO HEIGHT -    54.639 (meters)      179.26  (feet) ADJUSTED
 EH1440  ______________________________________________________________________
 EH1440  GEOID HEIGHT    -        -26.518 (meters)                     GEOID18
 EH1440  DYNAMIC HEIGHT  -         54.585 (meters)      179.08  (feet) COMP
 EH1440  MODELED GRAVITY -    979,638.7   (mgal)                       NAVD 88
 EH1440
 EH1440  VERT ORDER      -  FIRST     CLASS II
 EH1440
 EH1440.The horizontal coordinates were scaled from a map and have
 EH1440.an estimated accuracy of +/- 6 seconds.
 EH1440
 EH1440.The orthometric height was determined by differential leveling and
 EH1440.adjusted by the NATIONAL GEODETIC SURVEY
 EH1440.in September 2022.
 EH1440
 EH1440.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1440.GEOID18 height accuracy estimate available here.
 EH1440
 EH1440.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT825653(NAD 83)
 EH1440
 EH1440                          SUPERSEDED SURVEY CONTROL
 EH1440
 EH1440  NAVD 88 (06/15/91)   54.633  (m)          179.24   (f) SUPERSEDED  1 2
 EH1440  NGVD 29 (11/26/84)   54.677  (m)          179.39   (f) ADJUSTED    1 2
 EH1440
 EH1440.Superseded values are not recommended for survey control.
 EH1440
 EH1440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1440.See file dsdata.pdf to determine how the superseded data were derived.
 EH1440
 EH1440_MARKER: DV = VERTICAL CONTROL 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_MAGNETIC: I = MARKER IS A STEEL ROD
 EH1440_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2448 ***********************************************************************
 EH2448  DESIGNATION -  N 224 RESET
 EH2448  PID         -  EH2448
 EH2448  STATE/COUNTY-  AR/MONROE
 EH2448  COUNTRY     -  US
 EH2448  USGS QUAD   -  TURNER (2017)
 EH2448
 EH2448                         *CURRENT SURVEY CONTROL
 EH2448  ______________________________________________________________________
 EH2448* NAD 83(1986) POSITION- 34 22 59.     (N) 091 06 16.     (W)   SCALED
 EH2448* NAVD 88 ORTHO HEIGHT -    46.65  (meters)      153.1   (feet) RESET
 EH2448  ______________________________________________________________________
 EH2448  GEOID HEIGHT    -        -26.753 (meters)                     GEOID18
 EH2448  VERT ORDER      -  THIRD
 EH2448
 EH2448.The horizontal coordinates were scaled from a map and have
 EH2448.an estimated accuracy of +/- 6 seconds.
 EH2448
 EH2448.The orthometric height was computed from unverified reset data.
 EH2448
 EH2448.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2448.GEOID18 height accuracy estimate available here.
 EH2448
 EH2448.Click photographs - Photos may exist for this station.
 EH2448
 EH2448;                    North         East    Units  Estimated Accuracy
 EH2448;SPC AR S     -   590,730.      482,360.      MT  (+/- 180 meters Scaled)
 EH2448
 EH2448_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU742062(NAD 83)
 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
 EH2448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2448.See file dsdata.pdf to determine how the superseded data were derived.
 EH2448
 EH2448_MARKER: DV = VERTICAL CONTROL DISK
 EH2448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2448_STAMPING: N 224 RESET 1982
 EH2448_MARK LOGO: NGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1495 ***********************************************************************
 EH1495  DESIGNATION -  N 225
 EH1495  PID         -  EH1495
 EH1495  STATE/COUNTY-  AR/ARKANSAS
 EH1495  COUNTRY     -  US
 EH1495  USGS QUAD   -  ETHEL (2017)
 EH1495
 EH1495                         *CURRENT SURVEY CONTROL
 EH1495  ______________________________________________________________________
 EH1495* NAD 83(1986) POSITION- 34 21 52.9    (N) 091 14 08.6    (W)   HD_HELD2
 EH1495* NAVD 88 ORTHO HEIGHT -    56.254 (meters)      184.56  (feet) ADJUSTED
 EH1495  ______________________________________________________________________
 EH1495  GEOID HEIGHT    -        -26.620 (meters)                     GEOID18
 EH1495  DYNAMIC HEIGHT  -         56.199 (meters)      184.38  (feet) COMP
 EH1495  MODELED GRAVITY -    979,667.1   (mgal)                       NAVD 88
 EH1495
 EH1495  VERT ORDER      -  FIRST     CLASS II
 EH1495
 EH1495.The horizontal coordinates were established by autonomous hand held GPS
 EH1495.observations and have an estimated accuracy of +/- 10 meters.
 EH1495
 EH1495.The orthometric height was determined by differential leveling and
 EH1495.adjusted by the NATIONAL GEODETIC SURVEY
 EH1495.in August 1993.
 EH1495
 EH1495.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1495.GEOID18 height accuracy estimate available here.
 EH1495
 EH1495.Click photographs - Photos may exist for this station.
 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     -   588,596.      470,299.      MT  (+/- 10 meters HH2 GPS)
 EH1495
 EH1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU6223704003(NAD 83)
 EH1495
 EH1495                          SUPERSEDED SURVEY CONTROL
 EH1495
 EH1495  NAVD 88 (06/15/91)   56.222  (m)          184.46   (f) SUPERSEDED  1 2
 EH1495  NGVD 29 (11/26/84)   56.276  (m)          184.63   (f) ADJUSTED    1 2
 EH1495
 EH1495.Superseded values are not recommended for survey control.
 EH1495
 EH1495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1495.See file dsdata.pdf to determine how the superseded data were derived.
 EH1495
 EH1495_MARKER: DV = VERTICAL CONTROL DISK
 EH1495_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH1495_SP_SET: BRIDGE ABUTMENT
 EH1495_STAMPING: N 225 1976
 EH1495_MARK LOGO: NGS
 EH1495_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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  HISTORY     - 20220526 GOOD             ARHD
 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'
 EH1495
 EH1495                          STATION RECOVERY (2022)
 EH1495
 EH1495'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2022 (JH)
 EH1495'IT IS IN THE NORTH WEST BRIDGE ABUTMENT.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK0886 ***********************************************************************
 DK0886  DESIGNATION -  N 226
 DK0886  PID         -  DK0886
 DK0886  STATE/COUNTY-  AR/DESHA
 DK0886  COUNTRY     -  US
 DK0886  USGS QUAD   -  DUMAS (2017)
 DK0886
 DK0886                         *CURRENT SURVEY CONTROL
 DK0886  ______________________________________________________________________
 DK0886* NAD 83(1986) POSITION- 33 57 37.     (N) 091 23 33.     (W)   SCALED
 DK0886* NAVD 88 ORTHO HEIGHT -    50.047 (meters)      164.20  (feet) ADJUSTED
 DK0886  ______________________________________________________________________
 DK0886  GEOID HEIGHT    -        -26.109 (meters)                     GEOID18
 DK0886  DYNAMIC HEIGHT  -         49.998 (meters)      164.04  (feet) COMP
 DK0886  MODELED GRAVITY -    979,653.3   (mgal)                       NAVD 88
 DK0886
 DK0886  VERT ORDER      -  FIRST     CLASS II
 DK0886
 DK0886.The horizontal coordinates were scaled from a map and have
 DK0886.an estimated accuracy of +/- 6 seconds.
 DK0886
 DK0886.The orthometric height was determined by differential leveling and
 DK0886.adjusted by the NATIONAL GEODETIC SURVEY
 DK0886.in June 1991.
 DK0886
 DK0886.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK0886.GEOID18 height accuracy estimate available here.
 DK0886
 DK0886.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT485589(NAD 83)
 DK0886
 DK0886                          SUPERSEDED SURVEY CONTROL
 DK0886
 DK0886  NGVD 29 (11/26/84)   50.110  (m)          164.40   (f) ADJUSTED    1 2
 DK0886
 DK0886.Superseded values are not recommended for survey control.
 DK0886
 DK0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0886.See file dsdata.pdf to determine how the superseded data were derived.
 DK0886
 DK0886_MARKER: DV = VERTICAL CONTROL DISK
 DK0886_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DK0886+WITH SETTING: INTO GROUND
 DK0886_STAMPING: N 226 1976
 DK0886_MARK LOGO: NGS
 DK0886_MAGNETIC: I = MARKER IS A STEEL ROD
 DK0886_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 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  ABOUT LEVEL WITH THE
 DK0886'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 = MARCH 20, 2026 22:17:28 EDT
 EJ1245 ***********************************************************************
 EJ1245  DESIGNATION -  N 23
 EJ1245  PID         -  EJ1245
 EJ1245  STATE/COUNTY-  AR/CLARK
 EJ1245  COUNTRY     -  US
 EJ1245  USGS QUAD   -  ANTOINE (2017)
 EJ1245
 EJ1245                         *CURRENT SURVEY CONTROL
 EJ1245  ______________________________________________________________________
 EJ1245* NAD 83(1986) POSITION- 34 03 21.     (N) 093 25 52.     (W)   SCALED
 EJ1245* NAVD 88 ORTHO HEIGHT -    86.389 (meters)      283.43  (feet) ADJUSTED
 EJ1245  ______________________________________________________________________
 EJ1245  GEOID HEIGHT    -        -27.094 (meters)                     GEOID18
 EJ1245  DYNAMIC HEIGHT  -         86.302 (meters)      283.14  (feet) COMP
 EJ1245  MODELED GRAVITY -    979,629.9   (mgal)                       NAVD 88
 EJ1245
 EJ1245  VERT ORDER      -  SECOND    CLASS 0
 EJ1245
 EJ1245.The horizontal coordinates were scaled from a map and have
 EJ1245.an estimated accuracy of +/- 6 seconds.
 EJ1245
 EJ1245.The orthometric height was determined by differential leveling and
 EJ1245.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1245.in June 1991.
 EJ1245
 EJ1245.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1245.GEOID18 height accuracy estimate available here.
 EJ1245
 EJ1245.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT602684(NAD 83)
 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
 EJ1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1245.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1245
 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_MARK LOGO: CGS
 EJ1245_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1245
 EJ1245  HISTORY     - Date     Condition        Report By
 EJ1245  HISTORY     - 1932     MONUMENTED       CGS
 EJ1245  HISTORY     - 1934     GOOD             CGS
 EJ1245  HISTORY     - 1964     GOOD             CGS
 EJ1245
 EJ1245                          STATION DESCRIPTION
 EJ1245
 EJ1245'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1964
 EJ1245'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1474 ***********************************************************************
 EJ1474  DESIGNATION -  N 24
 EJ1474  PID         -  EJ1474
 EJ1474  STATE/COUNTY-  AR/MONTGOMERY
 EJ1474  COUNTRY     -  US
 EJ1474  USGS QUAD   -  MOUNT IDA (2017)
 EJ1474
 EJ1474                         *CURRENT SURVEY CONTROL
 EJ1474  ______________________________________________________________________
 EJ1474* NAD 83(1986) POSITION- 34 33 45.     (N) 093 38 26.     (W)   SCALED
 EJ1474* NAVD 88 ORTHO HEIGHT -   190.086 (meters)      623.64  (feet) ADJUSTED
 EJ1474  ______________________________________________________________________
 EJ1474  GEOID HEIGHT    -        -28.595 (meters)                     GEOID18
 EJ1474  DYNAMIC HEIGHT  -        189.894 (meters)      623.01  (feet) COMP
 EJ1474  MODELED GRAVITY -    979,623.9   (mgal)                       NAVD 88
 EJ1474
 EJ1474  VERT ORDER      -  SECOND    CLASS 0
 EJ1474
 EJ1474.The horizontal coordinates were scaled from a map and have
 EJ1474.an estimated accuracy of +/- 6 seconds.
 EJ1474
 EJ1474.The orthometric height was determined by differential leveling and
 EJ1474.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1474.in June 1991.
 EJ1474
 EJ1474.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1474.GEOID18 height accuracy estimate available here.
 EJ1474
 EJ1474.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU412247(NAD 83)
 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
 EJ1474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1474.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1474
 EJ1474_MARKER: DB = BENCH MARK DISK
 EJ1474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1474_STAMPING: 623.463 N 24 1932
 EJ1474_MARK LOGO: CGS
 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   CGS
 EJ1474
 EJ1474                          STATION DESCRIPTION
 EJ1474
 EJ1474'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 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 = MARCH 20, 2026 22:17:28 EDT
 DK0930 ***********************************************************************
 DK0930  DESIGNATION -  N 240
 DK0930  PID         -  DK0930
 DK0930  STATE/COUNTY-  AR/DREW
 DK0930  COUNTRY     -  US
 DK0930  USGS QUAD   -  MCGEHEE NORTH (2017)
 DK0930
 DK0930                         *CURRENT SURVEY CONTROL
 DK0930  ______________________________________________________________________
 DK0930* NAD 83(1986) POSITION- 33 44 37.     (N) 091 28 18.     (W)   SCALED
 DK0930* NAVD 88 ORTHO HEIGHT -    48.159 (meters)      158.00  (feet) ADJUSTED
 DK0930  ______________________________________________________________________
 DK0930  GEOID HEIGHT    -        -26.078 (meters)                     GEOID18
 DK0930  DYNAMIC HEIGHT  -         48.110 (meters)      157.84  (feet) COMP
 DK0930  MODELED GRAVITY -    979,621.7   (mgal)                       NAVD 88
 DK0930
 DK0930  VERT ORDER      -  FIRST     CLASS II
 DK0930
 DK0930.The horizontal coordinates were scaled from a map and have
 DK0930.an estimated accuracy of +/- 6 seconds.
 DK0930
 DK0930.The orthometric height was determined by differential leveling and
 DK0930.adjusted by the NATIONAL GEODETIC SURVEY
 DK0930.in June 1991.
 DK0930
 DK0930.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK0930.GEOID18 height accuracy estimate available here.
 DK0930
 DK0930.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT415347(NAD 83)
 DK0930
 DK0930                          SUPERSEDED SURVEY CONTROL
 DK0930
 DK0930  NGVD 29 (11/26/84)   48.287  (m)          158.42   (f) ADJUSTED    1 2
 DK0930
 DK0930.Superseded values are not recommended for survey control.
 DK0930
 DK0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0930.See file dsdata.pdf to determine how the superseded data were derived.
 DK0930
 DK0930_MARKER: DB = BENCH MARK DISK
 DK0930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0930_STAMPING: N 240 1939
 DK0930_MARK LOGO: CGS
 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
 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.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0667 ***********************************************************************
 FF0667  DESIGNATION -  N 242
 FF0667  PID         -  FF0667
 FF0667  STATE/COUNTY-  AR/POINSETT
 FF0667  COUNTRY     -  US
 FF0667  USGS QUAD   -  CHERRY VALLEY EAST (2017)
 FF0667
 FF0667                         *CURRENT SURVEY CONTROL
 FF0667  ______________________________________________________________________
 FF0667* NAD 83(1986) POSITION- 35 29 48.     (N) 090 43 56.     (W)   SCALED
 FF0667* NAVD 88 ORTHO HEIGHT -    83.864 (meters)      275.14  (feet) ADJUSTED
 FF0667  ______________________________________________________________________
 FF0667  GEOID HEIGHT    -        -27.540 (meters)                     GEOID18
 FF0667  DYNAMIC HEIGHT  -         83.790 (meters)      274.90  (feet) COMP
 FF0667  MODELED GRAVITY -    979,745.2   (mgal)                       NAVD 88
 FF0667
 FF0667  VERT ORDER      -  FIRST     CLASS II
 FF0667
 FF0667.The horizontal coordinates were scaled from a map and have
 FF0667.an estimated accuracy of +/- 6 seconds.
 FF0667
 FF0667.The orthometric height was determined by differential leveling and
 FF0667.adjusted by the NATIONAL GEODETIC SURVEY
 FF0667.in June 1991.
 FF0667
 FF0667.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0667.GEOID18 height accuracy estimate available here.
 FF0667
 FF0667.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV056304(NAD 83)
 FF0667
 FF0667                          SUPERSEDED SURVEY CONTROL
 FF0667
 FF0667  NGVD 29 (11/26/84)   83.810  (m)          274.97   (f) ADJUSTED    1 2
 FF0667
 FF0667.Superseded values are not recommended for survey control.
 FF0667
 FF0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0667.See file dsdata.pdf to determine how the superseded data were derived.
 FF0667
 FF0667_MARKER: DB = BENCH MARK DISK
 FF0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0667_STAMPING: N 242 1938
 FF0667_MARK LOGO: CGS
 FF0667_PROJECTION: RECESSED 5 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 DK1034 ***********************************************************************
 DK1034  DESIGNATION -  N 243
 DK1034  PID         -  DK1034
 DK1034  STATE/COUNTY-  AR/DREW
 DK1034  COUNTRY     -  US
 DK1034  USGS QUAD   -  JEROME (2017)
 DK1034
 DK1034                         *CURRENT SURVEY CONTROL
 DK1034  ______________________________________________________________________
 DK1034* NAD 83(1986) POSITION- 33 24 47.     (N) 091 27 42.     (W)   SCALED
 DK1034* NAVD 88 ORTHO HEIGHT -    40.319 (meters)      132.28  (feet) ADJUSTED
 DK1034  ______________________________________________________________________
 DK1034  GEOID HEIGHT    -        -26.022 (meters)                     GEOID18
 DK1034  DYNAMIC HEIGHT  -         40.277 (meters)      132.14  (feet) COMP
 DK1034  MODELED GRAVITY -    979,593.7   (mgal)                       NAVD 88
 DK1034
 DK1034  VERT ORDER      -  FIRST     CLASS II
 DK1034
 DK1034.The horizontal coordinates were scaled from a map and have
 DK1034.an estimated accuracy of +/- 6 seconds.
 DK1034
 DK1034.The orthometric height was determined by differential leveling and
 DK1034.adjusted by the NATIONAL GEODETIC SURVEY
 DK1034.in June 1991.
 DK1034
 DK1034.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1034.GEOID18 height accuracy estimate available here.
 DK1034
 DK1034.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS430981(NAD 83)
 DK1034
 DK1034                          SUPERSEDED SURVEY CONTROL
 DK1034
 DK1034  NGVD 29 (11/26/84)   40.431  (m)          132.65   (f) ADJUSTED    1 2
 DK1034
 DK1034.Superseded values are not recommended for survey control.
 DK1034
 DK1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1034.See file dsdata.pdf to determine how the superseded data were derived.
 DK1034
 DK1034_MARKER: DB = BENCH MARK DISK
 DK1034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1034_STAMPING: N 243 1939
 DK1034_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1161 ***********************************************************************
 FG1161  DESIGNATION -  N 244
 FG1161  PID         -  FG1161
 FG1161  STATE/COUNTY-  AR/PERRY
 FG1161  COUNTRY     -  US
 FG1161  USGS QUAD   -  CASA (2017)
 FG1161
 FG1161                         *CURRENT SURVEY CONTROL
 FG1161  ______________________________________________________________________
 FG1161* NAD 83(1986) POSITION- 35 01 31.     (N) 093 02 03.     (W)   SCALED
 FG1161* NAVD 88 ORTHO HEIGHT -   110.310 (meters)      361.91  (feet) ADJUSTED
 FG1161  ______________________________________________________________________
 FG1161  GEOID HEIGHT    -        -28.871 (meters)                     GEOID18
 FG1161  DYNAMIC HEIGHT  -        110.204 (meters)      361.56  (feet) COMP
 FG1161  MODELED GRAVITY -    979,671.8   (mgal)                       NAVD 88
 FG1161
 FG1161  VERT ORDER      -  SECOND    CLASS 0
 FG1161
 FG1161.The horizontal coordinates were scaled from a map and have
 FG1161.an estimated accuracy of +/- 6 seconds.
 FG1161
 FG1161.The orthometric height was determined by differential leveling and
 FG1161.adjusted by the NATIONAL GEODETIC SURVEY
 FG1161.in June 1991.
 FG1161
 FG1161.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1161.GEOID18 height accuracy estimate available here.
 FG1161
 FG1161.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU968758(NAD 83)
 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
 FG1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1161.See file dsdata.pdf to determine how the superseded data were derived.
 FG1161
 FG1161_MARKER: DB = BENCH MARK DISK
 FG1161_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG1161_STAMPING: N 244 1939
 FG1161_MARK LOGO: CGS
 FG1161_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1544 ***********************************************************************
 EH1544  DESIGNATION -  N 245
 EH1544  PID         -  EH1544
 EH1544  STATE/COUNTY-  AR/JEFFERSON
 EH1544  COUNTRY     -  US
 EH1544  USGS QUAD   -  GRADY (2017)
 EH1544
 EH1544                         *CURRENT SURVEY CONTROL
 EH1544  ______________________________________________________________________
 EH1544* NAD 83(1986) POSITION- 34 06 10.     (N) 091 44 39.     (W)   SCALED
 EH1544* NAVD 88 ORTHO HEIGHT -    57.551 (meters)      188.82  (feet) ADJUSTED
 EH1544  ______________________________________________________________________
 EH1544  GEOID HEIGHT    -        -25.933 (meters)                     GEOID18
 EH1544  DYNAMIC HEIGHT  -         57.495 (meters)      188.63  (feet) COMP
 EH1544  MODELED GRAVITY -    979,661.7   (mgal)                       NAVD 88
 EH1544
 EH1544  VERT ORDER      -  FIRST     CLASS II
 EH1544
 EH1544.The horizontal coordinates were scaled from a map and have
 EH1544.an estimated accuracy of +/- 6 seconds.
 EH1544
 EH1544.The orthometric height was determined by differential leveling and
 EH1544.adjusted by the NATIONAL GEODETIC SURVEY
 EH1544.in September 2023.
 EH1544
 EH1544.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1544.GEOID18 height accuracy estimate available here.
 EH1544
 EH1544.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT158742(NAD 83)
 EH1544
 EH1544                          SUPERSEDED SURVEY CONTROL
 EH1544
 EH1544  NAVD 88 (06/15/91)   57.582  (m)          188.92   (f) SUPERSEDED  1 2
 EH1544  NGVD 29 (11/26/84)   57.665  (m)          189.19   (f) ADJUSTED    1 2
 EH1544
 EH1544.Superseded values are not recommended for survey control.
 EH1544
 EH1544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1544.See file dsdata.pdf to determine how the superseded data were derived.
 EH1544
 EH1544_MARKER: DB = BENCH MARK DISK
 EH1544_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH1544_SP_SET: BRIDGE
 EH1544_STAMPING: N 245 1938
 EH1544_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1545 ***********************************************************************
 EH1545  DESIGNATION -  N 245 RESET
 EH1545  PID         -  EH1545
 EH1545  STATE/COUNTY-  AR/JEFFERSON
 EH1545  COUNTRY     -  US
 EH1545  USGS QUAD   -  GRADY (2017)
 EH1545
 EH1545                         *CURRENT SURVEY CONTROL
 EH1545  ______________________________________________________________________
 EH1545* NAD 83(1986) POSITION- 34 06 10.     (N) 091 44 40.     (W)   SCALED
 EH1545* NAVD 88 ORTHO HEIGHT -    57.491 (meters)      188.62  (feet) ADJUSTED
 EH1545  ______________________________________________________________________
 EH1545  GEOID HEIGHT    -        -25.933 (meters)                     GEOID18
 EH1545  DYNAMIC HEIGHT  -         57.435 (meters)      188.43  (feet) COMP
 EH1545  MODELED GRAVITY -    979,661.8   (mgal)                       NAVD 88
 EH1545
 EH1545  VERT ORDER      -  FIRST     CLASS II
 EH1545
 EH1545.The horizontal coordinates were scaled from a map and have
 EH1545.an estimated accuracy of +/- 6 seconds.
 EH1545
 EH1545.The orthometric height was determined by differential leveling and
 EH1545.adjusted by the NATIONAL GEODETIC SURVEY
 EH1545.in September 2023.
 EH1545
 EH1545.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1545.GEOID18 height accuracy estimate available here.
 EH1545
 EH1545.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT158742(NAD 83)
 EH1545
 EH1545                          SUPERSEDED SURVEY CONTROL
 EH1545
 EH1545  NAVD 88 (06/15/91)   57.491  (m)          188.62   (f) SUPERSEDED  1 2
 EH1545  NGVD 29 (??/??/??)   57.67   (m)          189.2    (f) RESET       3  
 EH1545
 EH1545.Superseded values are not recommended for survey control.
 EH1545
 EH1545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1545.See file dsdata.pdf to determine how the superseded data were derived.
 EH1545
 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 DEPARTMENT OF TRANSPORTATION 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 = MARCH 20, 2026 22:17:28 EDT
 FF0881 ***********************************************************************
 FF0881  DESIGNATION -  N 246
 FF0881  PID         -  FF0881
 FF0881  STATE/COUNTY-  AR/CRAIGHEAD
 FF0881  COUNTRY     -  US
 FF0881  USGS QUAD   -  CASH (2017)
 FF0881
 FF0881                         *CURRENT SURVEY CONTROL
 FF0881  ______________________________________________________________________
 FF0881* NAD 83(1986) POSITION- 35 48 49.     (N) 090 54 41.     (W)   SCALED
 FF0881* NAVD 88 ORTHO HEIGHT -    76.105 (meters)      249.69  (feet) ADJUSTED
 FF0881  ______________________________________________________________________
 FF0881  GEOID HEIGHT    -        -27.796 (meters)                     GEOID18
 FF0881  DYNAMIC HEIGHT  -         76.040 (meters)      249.47  (feet) COMP
 FF0881  MODELED GRAVITY -    979,787.7   (mgal)                       NAVD 88
 FF0881
 FF0881  VERT ORDER      -  SECOND    CLASS 0
 FF0881
 FF0881.The horizontal coordinates were scaled from a map and have
 FF0881.an estimated accuracy of +/- 6 seconds.
 FF0881
 FF0881.The orthometric height was determined by differential leveling and
 FF0881.adjusted by the NATIONAL GEODETIC SURVEY
 FF0881.in June 1991.
 FF0881
 FF0881.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0881.GEOID18 height accuracy estimate available here.
 FF0881
 FF0881.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV886652(NAD 83)
 FF0881
 FF0881                          SUPERSEDED SURVEY CONTROL
 FF0881
 FF0881  NGVD 29 (11/26/84)   76.027  (m)          249.43   (f) ADJUSTED    2 0
 FF0881
 FF0881.Superseded values are not recommended for survey control.
 FF0881
 FF0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0881.See file dsdata.pdf to determine how the superseded data were derived.
 FF0881
 FF0881_MARKER: DB = BENCH MARK DISK
 FF0881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0881_STAMPING: N 246 1938
 FF0881_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 DL0597 ***********************************************************************
 DL0597  DESIGNATION -  N 247
 DL0597  PID         -  DL0597
 DL0597  STATE/COUNTY-  AR/COLUMBIA
 DL0597  COUNTRY     -  US
 DL0597  USGS QUAD   -  BUSSEY (2017)
 DL0597
 DL0597                         *CURRENT SURVEY CONTROL
 DL0597  ______________________________________________________________________
 DL0597* NAD 83(1986) POSITION- 33 10 04.     (N) 093 27 34.     (W)   SCALED
 DL0597* NAVD 88 ORTHO HEIGHT -    81.362 (meters)      266.94  (feet) ADJUSTED
 DL0597  ______________________________________________________________________
 DL0597  GEOID HEIGHT    -        -26.453 (meters)                     GEOID18
 DL0597  DYNAMIC HEIGHT  -         81.274 (meters)      266.65  (feet) COMP
 DL0597  MODELED GRAVITY -    979,556.8   (mgal)                       NAVD 88
 DL0597
 DL0597  VERT ORDER      -  SECOND    CLASS 0
 DL0597
 DL0597.The horizontal coordinates were scaled from a map and have
 DL0597.an estimated accuracy of +/- 6 seconds.
 DL0597
 DL0597.The orthometric height was determined by differential leveling and
 DL0597.adjusted by the NATIONAL GEODETIC SURVEY
 DL0597.in June 1991.
 DL0597
 DL0597.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0597.GEOID18 height accuracy estimate available here.
 DL0597
 DL0597.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS571699(NAD 83)
 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
 DL0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0597.See file dsdata.pdf to determine how the superseded data were derived.
 DL0597
 DL0597_MARKER: DB = BENCH MARK DISK
 DL0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0597_STAMPING: N 247 1938
 DL0597_MARK LOGO: CGS
 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             CGS
 DL0597
 DL0597                          STATION DESCRIPTION
 DL0597
 DL0597'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EH1575 ***********************************************************************
 EH1575  DESIGNATION -  N 249
 EH1575  PID         -  EH1575
 EH1575  STATE/COUNTY-  AR/LINCOLN
 EH1575  COUNTRY     -  US
 EH1575  USGS QUAD   -  CADES (2017)
 EH1575
 EH1575                         *CURRENT SURVEY CONTROL
 EH1575  ______________________________________________________________________
 EH1575* NAD 83(1986) POSITION- 34 00 46.     (N) 091 32 03.     (W)   SCALED
 EH1575* NAVD 88 ORTHO HEIGHT -    50.962 (meters)      167.20  (feet) ADJUSTED
 EH1575  ______________________________________________________________________
 EH1575  GEOID HEIGHT    -        -26.023 (meters)                     GEOID18
 EH1575  DYNAMIC HEIGHT  -         50.912 (meters)      167.03  (feet) COMP
 EH1575  MODELED GRAVITY -    979,648.0   (mgal)                       NAVD 88
 EH1575
 EH1575  VERT ORDER      -  SECOND    CLASS 0
 EH1575
 EH1575.The horizontal coordinates were scaled from a map and have
 EH1575.an estimated accuracy of +/- 6 seconds.
 EH1575
 EH1575.The orthometric height was determined by differential leveling and
 EH1575.adjusted by the NATIONAL GEODETIC SURVEY
 EH1575.in June 1991.
 EH1575
 EH1575.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1575.GEOID18 height accuracy estimate available here.
 EH1575
 EH1575.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT353645(NAD 83)
 EH1575
 EH1575                          SUPERSEDED SURVEY CONTROL
 EH1575
 EH1575  NGVD 29 (11/26/84)   51.037  (m)          167.44   (f) ADJUSTED    2 0
 EH1575
 EH1575.Superseded values are not recommended for survey control.
 EH1575
 EH1575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1575.See file dsdata.pdf to determine how the superseded data were derived.
 EH1575
 EH1575_MARKER: DB = BENCH MARK DISK
 EH1575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1575_STAMPING: N 249 1940
 EH1575_MARK LOGO: CGS
 EH1575_PROJECTION: PROJECTING 13 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0270 ***********************************************************************
 GE0270  DESIGNATION -  N 25
 GE0270  PID         -  GE0270
 GE0270  STATE/COUNTY-  AR/CLAY
 GE0270  COUNTRY     -  US
 GE0270  USGS QUAD   -  DATTO (2017)
 GE0270
 GE0270                         *CURRENT SURVEY CONTROL
 GE0270  ______________________________________________________________________
 GE0270* NAD 83(1986) POSITION- 36 27 47.     (N) 090 43 15.     (W)   SCALED
 GE0270* NAVD 88 ORTHO HEIGHT -    87.983 (meters)      288.66  (feet) ADJUSTED
 GE0270  ______________________________________________________________________
 GE0270  GEOID HEIGHT    -        -28.831 (meters)                     GEOID18
 GE0270  DYNAMIC HEIGHT  -         87.912 (meters)      288.42  (feet) COMP
 GE0270  MODELED GRAVITY -    979,825.7   (mgal)                       NAVD 88
 GE0270
 GE0270  VERT ORDER      -  FIRST     CLASS II
 GE0270
 GE0270.The horizontal coordinates were scaled from a map and have
 GE0270.an estimated accuracy of +/- 6 seconds.
 GE0270
 GE0270.The orthometric height was determined by differential leveling and
 GE0270.adjusted by the NATIONAL GEODETIC SURVEY
 GE0270.in June 1991.
 GE0270
 GE0270.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0270.GEOID18 height accuracy estimate available here.
 GE0270
 GE0270.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA042377(NAD 83)
 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
 GE0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0270.See file dsdata.pdf to determine how the superseded data were derived.
 GE0270
 GE0270_MARKER: DB = BENCH MARK DISK
 GE0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0270_STAMPING: 288.562 N 25 1932
 GE0270_MARK LOGO: CGS
 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             CGS
 GE0270  HISTORY     - 20020917 MARK NOT FOUND   USACE
 GE0270
 GE0270                          STATION DESCRIPTION
 GE0270
 GE0270'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0532 ***********************************************************************
 EJ0532  DESIGNATION -  N 250
 EJ0532  PID         -  EJ0532
 EJ0532  STATE/COUNTY-  AR/JEFFERSON
 EJ0532  COUNTRY     -  US
 EJ0532  USGS QUAD   -  REDFIELD (2017)
 EJ0532
 EJ0532                         *CURRENT SURVEY CONTROL
 EJ0532  ______________________________________________________________________
 EJ0532* NAD 83(1986) POSITION- 34 27 17.05   (N) 092 10 38.31   (W)   HD_HELD1
 EJ0532* NAVD 88 ORTHO HEIGHT -   103.656 (meters)      340.08  (feet) ADJUSTED
 EJ0532  ______________________________________________________________________
 EJ0532  GEOID HEIGHT    -        -26.112 (meters)                     GEOID18
 EJ0532  DYNAMIC HEIGHT  -        103.558 (meters)      339.76  (feet) COMP
 EJ0532  MODELED GRAVITY -    979,690.0   (mgal)                       NAVD 88
 EJ0532
 EJ0532  VERT ORDER      -  FIRST     CLASS II
 EJ0532
 EJ0532.The horizontal coordinates were determined by differentially corrected
 EJ0532.hand held GPS observations or other comparable positioning techniques
 EJ0532.and have an estimated accuracy of +/- 3 meters.
 EJ0532
 EJ0532.The orthometric height was determined by differential leveling and
 EJ0532.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0532.in June 1991.
 EJ0532
 EJ0532.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0532.GEOID18 height accuracy estimate available here.
 EJ0532
 EJ0532.Click photographs - Photos may exist for this station.
 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     -   598,335.5     383,708.1     MT  (+/- 3 meters HH1 GPS) 
 EJ0532
 EJ0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7556712885(NAD 83)
 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
 EJ0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0532.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0532
 EJ0532_MARKER: DB = BENCH MARK DISK
 EJ0532_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0532_STAMPING: N 250 1940
 EJ0532_MARK LOGO: CGS
 EJ0532_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0532_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EJ0532+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2015
 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  HISTORY     - 20080611 GOOD             USACEL
 EJ0532  HISTORY     - 20150709 GOOD             ARHD
 EJ0532  HISTORY     - 20150807 GOOD             USACEL
 EJ0532  HISTORY     - 20150929 GOOD             BFENG
 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.
 EJ0532
 EJ0532                          STATION RECOVERY (2008)
 EJ0532
 EJ0532'RECOVERY NOTE BY USACE LITTLE ROCK 2008 (RED)
 EJ0532'RECOVERED IN GOOD CONDITION.
 EJ0532
 EJ0532                          STATION RECOVERY (2015)
 EJ0532
 EJ0532'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 EJ0532'RECOVERED IN GOOD CONDITION.
 EJ0532
 EJ0532                          STATION RECOVERY (2015)
 EJ0532
 EJ0532'RECOVERY NOTE BY USACE LITTLE ROCK 2015 (SCC)
 EJ0532'RECOVERED IN GOOD CONDITION.
 EJ0532
 EJ0532                          STATION RECOVERY (2015)
 EJ0532
 EJ0532'RECOVERY NOTE BY B AND F ENGINEERING 2015 (KDW)
 EJ0532'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH2460 ***********************************************************************
 EH2460  DESIGNATION -  N 251
 EH2460  PID         -  EH2460
 EH2460  STATE/COUNTY-  AR/JEFFERSON
 EH2460  COUNTRY     -  US
 EH2460  USGS QUAD   -  ROB ROY (2017)
 EH2460
 EH2460                         *CURRENT SURVEY CONTROL
 EH2460  ______________________________________________________________________
 EH2460* NAD 83(1986) POSITION- 34 18 04.     (N) 091 59 38.     (W)   SCALED
 EH2460* NAVD 88 ORTHO HEIGHT -    65.152 (meters)      213.75  (feet) ADJUSTED
 EH2460  ______________________________________________________________________
 EH2460  GEOID HEIGHT    -        -26.055 (meters)                     GEOID18
 EH2460  DYNAMIC HEIGHT  -         65.090 (meters)      213.55  (feet) COMP
 EH2460  MODELED GRAVITY -    979,672.0   (mgal)                       NAVD 88
 EH2460
 EH2460  VERT ORDER      -  SECOND    CLASS 0
 EH2460
 EH2460.The horizontal coordinates were scaled from a map and have
 EH2460.an estimated accuracy of +/- 6 seconds.
 EH2460
 EH2460.The orthometric height was determined by differential leveling and
 EH2460.adjusted by the NATIONAL GEODETIC SURVEY
 EH2460.in June 1991.
 EH2460
 EH2460.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2460.GEOID18 height accuracy estimate available here.
 EH2460
 EH2460.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT925960(NAD 83)
 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
 EH2460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2460.See file dsdata.pdf to determine how the superseded data were derived.
 EH2460
 EH2460_MARKER: DB = BENCH MARK DISK
 EH2460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2460_STAMPING: N 251 1940
 EH2460_MARK LOGO: CGS
 EH2460_PROJECTION: PROJECTING 13 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0180 ***********************************************************************
 EJ0180  HT_MOD      -  This is a Height Modernization Survey Station.
 EJ0180  DESIGNATION -  N 252
 EJ0180  PID         -  EJ0180
 EJ0180  STATE/COUNTY-  AR/PULASKI
 EJ0180  COUNTRY     -  US
 EJ0180  USGS QUAD   -  KEO (2017)
 EJ0180
 EJ0180                         *CURRENT SURVEY CONTROL
 EJ0180  ______________________________________________________________________
 EJ0180* NAD 83(2011) POSITION- 34 34 19.80893(N) 092 06 36.38658(W)   ADJUSTED
 EJ0180* NAD 83(2011) ELLIP HT-    43.083 (meters)        (06/27/12)   ADJUSTED
 EJ0180* NAD 83(2011) EPOCH   -  2010.00
 EJ0180* NAVD 88 ORTHO HEIGHT -    69.43  (meters)      227.8   (feet) GPS OBS
 EJ0180  ______________________________________________________________________
 EJ0180  NAVD 88 orthometric height was determined with geoid model    GEOID03
 EJ0180  GEOID HEIGHT    -        -26.298 (meters)                     GEOID03
 EJ0180  GEOID HEIGHT    -        -26.320 (meters)                     GEOID18
 EJ0180  NAD 83(2011) X  -   -193,582.608 (meters)                     COMP
 EJ0180  NAD 83(2011) Y  - -5,253,975.004 (meters)                     COMP
 EJ0180  NAD 83(2011) Z  -  3,598,911.382 (meters)                     COMP
 EJ0180  LAPLACE CORR    -          0.97  (seconds)                    DEFLEC18
 EJ0180
 EJ0180  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 EJ0180  Standards:
 EJ0180         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 EJ0180            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 EJ0180  -------------------------------------------------------------------
 EJ0180  NETWORK    1.03   1.33           0.43   0.41   0.68      0.01992161
 EJ0180  -------------------------------------------------------------------
 EJ0180  Click here for local accuracies and other accuracy information.
 EJ0180
 EJ0180.The horizontal coordinates were established by GPS observations
 EJ0180.and adjusted by the National Geodetic Survey in June 2012.
 EJ0180
 EJ0180.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 EJ0180.been affixed to the stable North American tectonic plate. See 
 EJ0180.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 EJ0180
 EJ0180.The horizontal coordinates are valid at the epoch date displayed above
 EJ0180.which is a decimal equivalence of Year/Month/Day.
 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.
 EJ0180
 EJ0180.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0180.GEOID18 height accuracy estimate available here.
 EJ0180
 EJ0180.Click photographs - Photos may exist for this station.
 EJ0180
 EJ0180.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EJ0180
 EJ0180.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ0180
 EJ0180.The ellipsoidal height was determined by GPS observations
 EJ0180.and is referenced to NAD 83.
 EJ0180
 EJ0180. The following values were computed from the NAD 83(2011) position.
 EJ0180
 EJ0180;                    North         East     Units Scale Factor Converg.
 EJ0180;SPC AR S     -   611,353.254   389,896.844   MT  0.99996240   -0 03 41.9
 EJ0180;SPC AR S     - 2,005,748.13  1,279,186.56   sFT  0.99996240   -0 03 41.9
 EJ0180;UTM  15      - 3,825,959.634   581,625.743   MT  0.99968212   +0 30 18.0
 EJ0180
 EJ0180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EJ0180!SPC AR S     -   0.99999324  x   0.99996240  =   0.99995564
 EJ0180!UTM  15      -   0.99999324  x   0.99968212  =   0.99967536
 EJ0180
 EJ0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU8162525959(NAD 83)
 EJ0180
 EJ0180                          SUPERSEDED SURVEY CONTROL
 EJ0180
 EJ0180  NAD 83(2007)-  34 34 19.80898(N)    092 06 36.38763(W) AD(2002.00) 0
 EJ0180  ELLIP H (02/10/07)   43.108  (m)                       GP(2002.00)    
 EJ0180  NAD 83(1997)-  34 34 19.80880(N)    092 06 36.38703(W) AD(       ) 1
 EJ0180  ELLIP H (04/05/04)   43.104  (m)                       GP(       ) 2 1
 EJ0180  NAVD 88              69.40   (m)          227.7    (f) LEVELING    3  
 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
 EJ0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0180.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0180
 EJ0180_MARKER: DB = BENCH MARK DISK
 EJ0180_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EJ0180_SP_SET: CULVERT HEADWALL
 EJ0180_STAMPING: N 252 1940
 EJ0180_MARK LOGO: CGS
 EJ0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0180+STABILITY: SURFACE MOTION
 EJ0180_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EJ0180+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2015
 EJ0180
 EJ0180  HISTORY     - Date     Condition        Report By
 EJ0180  HISTORY     - 1940     MONUMENTED       CGS
 EJ0180  HISTORY     - 1989     GOOD             USPSQD
 EJ0180  HISTORY     - 20020606 GOOD             USACE
 EJ0180  HISTORY     - 20070427 GOOD             PB
 EJ0180  HISTORY     - 20080603 GOOD             USACEL
 EJ0180  HISTORY     - 20150915 GOOD             BFENG
 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.
 EJ0180
 EJ0180                          STATION RECOVERY (2007)
 EJ0180
 EJ0180'RECOVERY NOTE BY PBS&J 2007
 EJ0180'RECOVERED AS DESCRIBED
 EJ0180
 EJ0180                          STATION RECOVERY (2008)
 EJ0180
 EJ0180'RECOVERY NOTE BY USACE LITTLE ROCK 2008 (RED)
 EJ0180'RECOVERED IN GOOD CONDITION.
 EJ0180
 EJ0180                          STATION RECOVERY (2015)
 EJ0180
 EJ0180'RECOVERY NOTE BY B AND F ENGINEERING 2015 (SMS)
 EJ0180'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1089 ***********************************************************************
 FG1089  DESIGNATION -  N 253
 FG1089  PID         -  FG1089
 FG1089  STATE/COUNTY-  AR/LOGAN
 FG1089  COUNTRY     -  US
 FG1089  USGS QUAD   -  DELAWARE (2017)
 FG1089
 FG1089                         *CURRENT SURVEY CONTROL
 FG1089  ______________________________________________________________________
 FG1089* NAD 83(1986) POSITION- 35 16 46.     (N) 093 16 59.     (W)   SCALED
 FG1089* NAVD 88 ORTHO HEIGHT -   101.999 (meters)      334.64  (feet) ADJUSTED
 FG1089  ______________________________________________________________________
 FG1089  GEOID HEIGHT    -        -29.359 (meters)                     GEOID18
 FG1089  DYNAMIC HEIGHT  -        101.902 (meters)      334.32  (feet) COMP
 FG1089  MODELED GRAVITY -    979,684.2   (mgal)                       NAVD 88
 FG1089
 FG1089  VERT ORDER      -  SECOND    CLASS 0
 FG1089
 FG1089.The horizontal coordinates were scaled from a map and have
 FG1089.an estimated accuracy of +/- 6 seconds.
 FG1089
 FG1089.The orthometric height was determined by differential leveling and
 FG1089.adjusted by the NATIONAL GEODETIC SURVEY
 FG1089.in June 1991.
 FG1089
 FG1089.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1089.GEOID18 height accuracy estimate available here.
 FG1089
 FG1089.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV742040(NAD 83)
 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
 FG1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1089.See file dsdata.pdf to determine how the superseded data were derived.
 FG1089
 FG1089_MARKER: DB = BENCH MARK DISK
 FG1089_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FG1089_SP_SET: BRIDGE
 FG1089_STAMPING: N 253 1940
 FG1089_MARK LOGO: CGS
 FG1089_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1089
 FG1089  HISTORY     - Date     Condition        Report By
 FG1089  HISTORY     - 1940     MONUMENTED       CGS
 FG1089  HISTORY     - 1959     GOOD             CGS
 FG1089  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG1089
 FG1089                          STATION DESCRIPTION
 FG1089
 FG1089'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG1090 ***********************************************************************
 FG1090  DESIGNATION -  N 253 RESET
 FG1090  PID         -  FG1090
 FG1090  STATE/COUNTY-  AR/LOGAN
 FG1090  COUNTRY     -  US
 FG1090  USGS QUAD   -  DELAWARE (2017)
 FG1090
 FG1090                         *CURRENT SURVEY CONTROL
 FG1090  ______________________________________________________________________
 FG1090* NAD 83(1986) POSITION- 35 16 45.     (N) 093 16 59.     (W)   SCALED
 FG1090* NAVD 88 ORTHO HEIGHT -   104.97  (meters)      344.4   (feet) RESET
 FG1090  ______________________________________________________________________
 FG1090  GEOID HEIGHT    -        -29.359 (meters)                     GEOID18
 FG1090  VERT ORDER      -  THIRD
 FG1090
 FG1090.The horizontal coordinates were scaled from a map and have
 FG1090.an estimated accuracy of +/- 6 seconds.
 FG1090
 FG1090.The orthometric height was computed from unverified reset data.
 FG1090
 FG1090.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1090.GEOID18 height accuracy estimate available here.
 FG1090
 FG1090.Click photographs - Photos may exist for this station.
 FG1090
 FG1090;                    North         East    Units  Estimated Accuracy
 FG1090;SPC AR N     -   105,690.      283,280.      MT  (+/- 180 meters Scaled)
 FG1090
 FG1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV742040(NAD 83)
 FG1090
 FG1090                          SUPERSEDED SURVEY CONTROL
 FG1090
 FG1090.No superseded survey control is available for this station.
 FG1090
 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             CGS
 FG1090  HISTORY     - 1984     GOOD             NGS
 FG1090
 FG1090                          STATION DESCRIPTION
 FG1090
 FG1090'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG1248 ***********************************************************************
 FG1248  DESIGNATION -  N 255
 FG1248  PID         -  FG1248
 FG1248  STATE/COUNTY-  AR/FRANKLIN
 FG1248  COUNTRY     -  US
 FG1248  USGS QUAD   -  OZARK (2017)
 FG1248
 FG1248                         *CURRENT SURVEY CONTROL
 FG1248  ______________________________________________________________________
 FG1248* NAD 83(1986) POSITION- 35 26 17.     (N) 093 49 24.     (W)   SCALED
 FG1248* NAVD 88 ORTHO HEIGHT -   112.798 (meters)      370.07  (feet) ADJUSTED
 FG1248  ______________________________________________________________________
 FG1248  GEOID HEIGHT    -        -29.408 (meters)                     GEOID18
 FG1248  DYNAMIC HEIGHT  -        112.694 (meters)      369.73  (feet) COMP
 FG1248  MODELED GRAVITY -    979,708.3   (mgal)                       NAVD 88
 FG1248
 FG1248  VERT ORDER      -  SECOND    CLASS 0
 FG1248
 FG1248.The horizontal coordinates were scaled from a map and have
 FG1248.an estimated accuracy of +/- 6 seconds.
 FG1248
 FG1248.The orthometric height was determined by differential leveling and
 FG1248.adjusted by the NATIONAL GEODETIC SURVEY
 FG1248.in June 1991.
 FG1248
 FG1248.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1248.GEOID18 height accuracy estimate available here.
 FG1248
 FG1248.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV252219(NAD 83)
 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
 FG1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1248.See file dsdata.pdf to determine how the superseded data were derived.
 FG1248
 FG1248_MARKER: DB = BENCH MARK DISK
 FG1248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1248_STAMPING: N 255 1940
 FG1248_MARK LOGO: CGS
 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             CGS
 FG1248  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG1248
 FG1248                          STATION DESCRIPTION
 FG1248
 FG1248'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG1249 ***********************************************************************
 FG1249  DESIGNATION -  N 255 RESET
 FG1249  PID         -  FG1249
 FG1249  STATE/COUNTY-  AR/FRANKLIN
 FG1249  COUNTRY     -  US
 FG1249  USGS QUAD   -  OZARK (2017)
 FG1249
 FG1249                         *CURRENT SURVEY CONTROL
 FG1249  ______________________________________________________________________
 FG1249* NAD 83(1986) POSITION- 35 26 18.     (N) 093 49 23.     (W)   SCALED
 FG1249* NAVD 88 ORTHO HEIGHT -   112.647 (meters)      369.58  (feet) ADJUSTED
 FG1249  ______________________________________________________________________
 FG1249  GEOID HEIGHT    -        -29.407 (meters)                     GEOID18
 FG1249  DYNAMIC HEIGHT  -        112.543 (meters)      369.23  (feet) COMP
 FG1249  MODELED GRAVITY -    979,708.3   (mgal)                       NAVD 88
 FG1249
 FG1249  VERT ORDER      -  FIRST     CLASS II
 FG1249
 FG1249.The horizontal coordinates were scaled from a map and have
 FG1249.an estimated accuracy of +/- 6 seconds.
 FG1249
 FG1249.The orthometric height was determined by differential leveling and
 FG1249.adjusted by the NATIONAL GEODETIC SURVEY
 FG1249.in June 1991.
 FG1249
 FG1249.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1249.GEOID18 height accuracy estimate available here.
 FG1249
 FG1249.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV252219(NAD 83)
 FG1249
 FG1249                          SUPERSEDED SURVEY CONTROL
 FG1249
 FG1249.No superseded survey control is available for this station.
 FG1249
 FG1249_MARKER: DB = BENCH MARK DISK
 FG1249_SETTING: 7 = 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 = MARCH 20, 2026 22:17:28 EDT
 FH0190 ***********************************************************************
 FH0190  DESIGNATION -  N 256
 FH0190  PID         -  FH0190
 FH0190  STATE/COUNTY-  AR/SEBASTIAN
 FH0190  COUNTRY     -  US
 FH0190  USGS QUAD   -  CHARLESTON (2017)
 FH0190
 FH0190                         *CURRENT SURVEY CONTROL
 FH0190  ______________________________________________________________________
 FH0190* NAD 83(1986) POSITION- 35 21 43.     (N) 094 07 26.     (W)   SCALED
 FH0190* NAVD 88 ORTHO HEIGHT -   125.586 (meters)      412.03  (feet) ADJUSTED
 FH0190  ______________________________________________________________________
 FH0190  GEOID HEIGHT    -        -29.859 (meters)                     GEOID18
 FH0190  DYNAMIC HEIGHT  -        125.469 (meters)      411.64  (feet) COMP
 FH0190  MODELED GRAVITY -    979,701.6   (mgal)                       NAVD 88
 FH0190
 FH0190  VERT ORDER      -  SECOND    CLASS 0
 FH0190
 FH0190.The horizontal coordinates were scaled from a map and have
 FH0190.an estimated accuracy of +/- 6 seconds.
 FH0190
 FH0190.The orthometric height was determined by differential leveling and
 FH0190.adjusted by the NATIONAL GEODETIC SURVEY
 FH0190.in June 1991.
 FH0190
 FH0190.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0190.GEOID18 height accuracy estimate available here.
 FH0190
 FH0190.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV978137(NAD 83)
 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
 FH0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0190.See file dsdata.pdf to determine how the superseded data were derived.
 FH0190
 FH0190_MARKER: DB = BENCH MARK DISK
 FH0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0190_STAMPING: N 256 1940
 FH0190_MARK LOGO: CGS
 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   CGS
 FH0190
 FH0190                          STATION DESCRIPTION
 FH0190
 FH0190'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DL1079 ***********************************************************************
 DL1079  DESIGNATION -  N 257
 DL1079  PID         -  DL1079
 DL1079  STATE/COUNTY-  AR/HEMPSTEAD
 DL1079  COUNTRY     -  US
 DL1079  USGS QUAD   -  SHEPPARD (2017)
 DL1079
 DL1079                         *CURRENT SURVEY CONTROL
 DL1079  ______________________________________________________________________
 DL1079* NAD 83(1986) POSITION- 33 43 19.     (N) 093 38 51.     (W)   SCALED
 DL1079* NAVD 88 ORTHO HEIGHT -   107.423 (meters)      352.44  (feet) ADJUSTED
 DL1079  ______________________________________________________________________
 DL1079  GEOID HEIGHT    -        -27.012 (meters)                     GEOID18
 DL1079  DYNAMIC HEIGHT  -        107.310 (meters)      352.07  (feet) COMP
 DL1079  MODELED GRAVITY -    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 map and have
 DL1079.an estimated accuracy of +/- 6 seconds.
 DL1079
 DL1079.The orthometric height was determined by differential leveling and
 DL1079.adjusted by the NATIONAL GEODETIC SURVEY
 DL1079.in June 1991.
 DL1079
 DL1079.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1079.GEOID18 height accuracy estimate available here.
 DL1079
 DL1079.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT400315(NAD 83)
 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
 DL1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1079.See file dsdata.pdf to determine how the superseded data were derived.
 DL1079
 DL1079_MARKER: DB = BENCH MARK DISK
 DL1079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1079_STAMPING: N 257 1945
 DL1079_MARK LOGO: CGS
 DL1079_PROJECTION: PROJECTING 10 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1136 ***********************************************************************
 DL1136  DESIGNATION -  N 258
 DL1136  PID         -  DL1136
 DL1136  STATE/COUNTY-  AR/MILLER
 DL1136  COUNTRY     -  US
 DL1136  USGS QUAD   -  GARLAND (2017)
 DL1136
 DL1136                         *CURRENT SURVEY CONTROL
 DL1136  ______________________________________________________________________
 DL1136* NAD 83(1986) POSITION- 33 15 34.     (N) 093 43 21.     (W)   SCALED
 DL1136* NAVD 88 ORTHO HEIGHT -    67.538 (meters)      221.58  (feet) ADJUSTED
 DL1136  ______________________________________________________________________
 DL1136  GEOID HEIGHT    -        -26.677 (meters)                     GEOID18
 DL1136  DYNAMIC HEIGHT  -         67.465 (meters)      221.34  (feet) COMP
 DL1136  MODELED GRAVITY -    979,560.0   (mgal)                       NAVD 88
 DL1136
 DL1136  VERT ORDER      -  FIRST     CLASS I
 DL1136
 DL1136.The horizontal coordinates were scaled from a map and have
 DL1136.an estimated accuracy of +/- 6 seconds.
 DL1136
 DL1136.The orthometric height was determined by differential leveling and
 DL1136.adjusted by the NATIONAL GEODETIC SURVEY
 DL1136.in June 1991.
 DL1136
 DL1136.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1136.GEOID18 height accuracy estimate available here.
 DL1136
 DL1136.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS327802(NAD 83)
 DL1136
 DL1136                          SUPERSEDED SURVEY CONTROL
 DL1136
 DL1136  NGVD 29 (11/26/84)   67.567  (m)          221.68   (f) ADJUSTED    1 1
 DL1136
 DL1136.Superseded values are not recommended for survey control.
 DL1136
 DL1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1136.See file dsdata.pdf to determine how the superseded data were derived.
 DL1136
 DL1136_MARKER: DV = VERTICAL CONTROL DISK
 DL1136_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DL1136+WITH SETTING: INTO GROUND
 DL1136_STAMPING: N 258 1977
 DL1136_MARK LOGO: NGS
 DL1136_MAGNETIC: I = MARKER IS A STEEL ROD
 DL1136_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1110 ***********************************************************************
 DL1110  DESIGNATION -  N 259
 DL1110  PID         -  DL1110
 DL1110  STATE/COUNTY-  AR/MILLER
 DL1110  COUNTRY     -  US
 DL1110  USGS QUAD   -  DODDRIDGE (2017)
 DL1110
 DL1110                         *CURRENT SURVEY CONTROL
 DL1110  ______________________________________________________________________
 DL1110* NAD 83(1986) POSITION- 33 05 29.     (N) 093 53 00.     (W)   SCALED
 DL1110* NAVD 88 ORTHO HEIGHT -    97.606 (meters)      320.23  (feet) ADJUSTED
 DL1110  ______________________________________________________________________
 DL1110  GEOID HEIGHT    -        -26.567 (meters)                     GEOID18
 DL1110  DYNAMIC HEIGHT  -         97.499 (meters)      319.88  (feet) COMP
 DL1110  MODELED GRAVITY -    979,543.9   (mgal)                       NAVD 88
 DL1110
 DL1110  VERT ORDER      -  FIRST     CLASS I
 DL1110
 DL1110.The horizontal coordinates were scaled from a map and have
 DL1110.an estimated accuracy of +/- 6 seconds.
 DL1110
 DL1110.The orthometric height was determined by differential leveling and
 DL1110.adjusted by the NATIONAL GEODETIC SURVEY
 DL1110.in June 1991.
 DL1110
 DL1110.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1110.GEOID18 height accuracy estimate available here.
 DL1110
 DL1110.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS175617(NAD 83)
 DL1110
 DL1110                          SUPERSEDED SURVEY CONTROL
 DL1110
 DL1110  NGVD 29 (11/26/84)   97.640  (m)          320.34   (f) ADJUSTED    1 1
 DL1110
 DL1110.Superseded values are not recommended for survey control.
 DL1110
 DL1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1110.See file dsdata.pdf to determine how the superseded data were derived.
 DL1110
 DL1110_MARKER: DV = VERTICAL CONTROL DISK
 DL1110_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DL1110+WITH SETTING: INTO GROUND
 DL1110_STAMPING: N 259 1977
 DL1110_MARK LOGO: NGS
 DL1110_MAGNETIC: I = MARKER IS A STEEL ROD
 DL1110_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 DEPARTMENT OF TRANSPORTATION 2004
 DL1110'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GG0055 ***********************************************************************
 GG0055  DESIGNATION -  N 26
 GG0055  PID         -  GG0055
 GG0055  STATE/COUNTY-  AR/BENTON
 GG0055  COUNTRY     -  US
 GG0055  USGS QUAD   -  PEA RIDGE (2017)
 GG0055
 GG0055                         *CURRENT SURVEY CONTROL
 GG0055  ______________________________________________________________________
 GG0055* NAD 83(1986) POSITION- 36 25 30.2    (N) 094 02 27.4    (W)   HD_HELD2
 GG0055* NAVD 88 ORTHO HEIGHT -   396.411 (meters)     1300.56  (feet) ADJUSTED
 GG0055  ______________________________________________________________________
 GG0055  GEOID HEIGHT    -        -28.219 (meters)                     GEOID18
 GG0055  DYNAMIC HEIGHT  -        396.062 (meters)     1299.41  (feet) COMP
 GG0055  MODELED GRAVITY -    979,741.5   (mgal)                       NAVD 88
 GG0055
 GG0055  VERT ORDER      -  FIRST     CLASS II
 GG0055
 GG0055.The horizontal coordinates were established by autonomous hand held GPS
 GG0055.observations and have an estimated accuracy of +/- 10 meters.
 GG0055
 GG0055.The orthometric height was determined by differential leveling and
 GG0055.adjusted by the NATIONAL GEODETIC SURVEY
 GG0055.in June 1991.
 GG0055
 GG0055.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0055.GEOID18 height accuracy estimate available here.
 GG0055
 GG0055.Click photographs - Photos may exist for this station.
 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     -   233,968.      216,979.      MT  (+/- 10 meters HH2 GPS)
 GG0055
 GG0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA0668631598(NAD 83)
 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
 GG0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0055.See file dsdata.pdf to determine how the superseded data were derived.
 GG0055
 GG0055_MARKER: DB = BENCH MARK DISK
 GG0055_SETTING: 66 = SET IN ROCK OUTCROP
 GG0055_STAMPING: 1300.003 N 26 1932
 GG0055_MARK LOGO: CGS
 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             CGS
 GG0055  HISTORY     - 1987     GOOD             USPSQD
 GG0055  HISTORY     - 1988     GOOD             USPSQD
 GG0055  HISTORY     - 20061221 GOOD             GEOCAC
 GG0055  HISTORY     - 20100223 GOOD             AR-007
 GG0055
 GG0055                          STATION DESCRIPTION
 GG0055
 GG0055'DESCRIBED BY COAST AND 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.
 GG0055
 GG0055                          STATION RECOVERY (2006)
 GG0055
 GG0055'RECOVERY NOTE BY GEOCACHING 2006 (CB)
 GG0055'GEOCAC FIRST RECOVERY GOOD.
 GG0055
 GG0055                          STATION RECOVERY (2010)
 GG0055
 GG0055'RECOVERY NOTE BY BENTON COUNTY ARKANSAS 2010 (GT)
 GG0055'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL1166 ***********************************************************************
 DL1166  DESIGNATION -  N 260
 DL1166  PID         -  DL1166
 DL1166  STATE/COUNTY-  AR/MILLER
 DL1166  COUNTRY     -  US
 DL1166  USGS QUAD   -  FULTON (2017)
 DL1166
 DL1166                         *CURRENT SURVEY CONTROL
 DL1166  ______________________________________________________________________
 DL1166* NAD 83(1986) POSITION- 33 31 15.     (N) 093 46 36.     (W)   SCALED
 DL1166* NAVD 88 ORTHO HEIGHT -    76.083 (meters)      249.62  (feet) ADJUSTED
 DL1166  ______________________________________________________________________
 DL1166  GEOID HEIGHT    -        -26.980 (meters)                     GEOID18
 DL1166  DYNAMIC HEIGHT  -         76.003 (meters)      249.35  (feet) COMP
 DL1166  MODELED GRAVITY -    979,578.6   (mgal)                       NAVD 88
 DL1166
 DL1166  VERT ORDER      -  FIRST     CLASS I
 DL1166
 DL1166.The horizontal coordinates were scaled from a map and have
 DL1166.an estimated accuracy of +/- 6 seconds.
 DL1166
 DL1166.The orthometric height was determined by differential leveling and
 DL1166.adjusted by the NATIONAL GEODETIC SURVEY
 DL1166.in June 1991.
 DL1166
 DL1166.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1166.GEOID18 height accuracy estimate available here.
 DL1166
 DL1166.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT278092(NAD 83)
 DL1166
 DL1166                          SUPERSEDED SURVEY CONTROL
 DL1166
 DL1166  NGVD 29 (11/26/84)   76.099  (m)          249.67   (f) ADJUSTED    1 1
 DL1166
 DL1166.Superseded values are not recommended for survey control.
 DL1166
 DL1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1166.See file dsdata.pdf to determine how the superseded data were derived.
 DL1166
 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_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 = MARCH 20, 2026 22:17:28 EDT
 DM1030 ***********************************************************************
 DM1030  DESIGNATION -  N 261
 DM1030  PID         -  DM1030
 DM1030  STATE/COUNTY-  AR/MILLER
 DM1030  COUNTRY     -  US
 DM1030  USGS QUAD   -  OGDEN (2017)
 DM1030
 DM1030                         *CURRENT SURVEY CONTROL
 DM1030  ______________________________________________________________________
 DM1030* NAD 83(1986) POSITION- 33 32 25.     (N) 094 02 22.     (W)   SCALED
 DM1030* NAVD 88 ORTHO HEIGHT -    82.882 (meters)      271.92  (feet) ADJUSTED
 DM1030  ______________________________________________________________________
 DM1030  GEOID HEIGHT    -        -27.009 (meters)                     GEOID18
 DM1030  DYNAMIC HEIGHT  -         82.795 (meters)      271.64  (feet) COMP
 DM1030  MODELED GRAVITY -    979,578.6   (mgal)                       NAVD 88
 DM1030
 DM1030  VERT ORDER      -  FIRST     CLASS I
 DM1030
 DM1030.The horizontal coordinates were scaled from a map and have
 DM1030.an estimated accuracy of +/- 6 seconds.
 DM1030
 DM1030.The orthometric height was determined by differential leveling and
 DM1030.adjusted by the NATIONAL GEODETIC SURVEY
 DM1030.in June 1991.
 DM1030
 DM1030.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1030.GEOID18 height accuracy estimate available here.
 DM1030
 DM1030.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT034116(NAD 83)
 DM1030
 DM1030                          SUPERSEDED SURVEY CONTROL
 DM1030
 DM1030  NGVD 29 (11/26/84)   82.898  (m)          271.97   (f) ADJUSTED    1 1
 DM1030
 DM1030.Superseded values are not recommended for survey control.
 DM1030
 DM1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1030.See file dsdata.pdf to determine how the superseded data were derived.
 DM1030
 DM1030_MARKER: DV = VERTICAL CONTROL DISK
 DM1030_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DM1030+WITH SETTING: INTO GROUND
 DM1030_STAMPING: N 261 1977
 DM1030_MARK LOGO: NGS
 DM1030_MAGNETIC: I = MARKER IS A STEEL ROD
 DM1030_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FH0004 ***********************************************************************
 FH0004  DESIGNATION -  N 27
 FH0004  PID         -  FH0004
 FH0004  STATE/COUNTY-  AR/WASHINGTON
 FH0004  COUNTRY     -  US
 FH0004  USGS QUAD   -  WEST FORK (2017)
 FH0004
 FH0004                         *CURRENT SURVEY CONTROL
 FH0004  ______________________________________________________________________
 FH0004* NAD 83(1986) POSITION- 35 55 27.     (N) 094 11 17.     (W)   SCALED
 FH0004* NAVD 88 ORTHO HEIGHT -   408.155 (meters)     1339.09  (feet) ADJUSTED
 FH0004  ______________________________________________________________________
 FH0004  GEOID HEIGHT    -        -28.099 (meters)                     GEOID18
 FH0004  DYNAMIC HEIGHT  -        407.780 (meters)     1337.86  (feet) COMP
 FH0004  MODELED GRAVITY -    979,702.9   (mgal)                       NAVD 88
 FH0004
 FH0004  VERT ORDER      -  FIRST     CLASS II
 FH0004
 FH0004.The horizontal coordinates were scaled from a map and have
 FH0004.an estimated accuracy of +/- 6 seconds.
 FH0004
 FH0004.The orthometric height was determined by differential leveling and
 FH0004.adjusted by the NATIONAL GEODETIC SURVEY
 FH0004.in June 1991.
 FH0004
 FH0004.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0004.GEOID18 height accuracy estimate available here.
 FH0004
 FH0004.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV928761(NAD 83)
 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
 FH0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0004.See file dsdata.pdf to determine how the superseded data were derived.
 FH0004
 FH0004_MARKER: DB = BENCH MARK DISK
 FH0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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             CGS
 FH0004  HISTORY     - 1987     GOOD             USPSQD
 FH0004  HISTORY     - 19891113 GOOD             NGS
 FH0004
 FH0004                          STATION DESCRIPTION
 FH0004
 FH0004'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FH0134 ***********************************************************************
 FH0134  DESIGNATION -  N 28
 FH0134  PID         -  FH0134
 FH0134  STATE/COUNTY-  AR/CRAWFORD
 FH0134  COUNTRY     -  US
 FH0134  USGS QUAD   -  VAN BUREN (2017)
 FH0134
 FH0134                         *CURRENT SURVEY CONTROL
 FH0134  ______________________________________________________________________
 FH0134* NAD 83(1986) POSITION- 35 28 53.     (N) 094 17 08.     (W)   SCALED
 FH0134* NAVD 88 ORTHO HEIGHT -   147.999 (meters)      485.56  (feet) ADJUSTED
 FH0134  ______________________________________________________________________
 FH0134  GEOID HEIGHT    -        -29.618 (meters)                     GEOID18
 FH0134  DYNAMIC HEIGHT  -        147.861 (meters)      485.11  (feet) COMP
 FH0134  MODELED GRAVITY -    979,697.2   (mgal)                       NAVD 88
 FH0134
 FH0134  VERT ORDER      -  FIRST     CLASS II
 FH0134
 FH0134.The horizontal coordinates were scaled from a map and have
 FH0134.an estimated accuracy of +/- 6 seconds.
 FH0134
 FH0134.The orthometric height was determined by differential leveling and
 FH0134.adjusted by the NATIONAL GEODETIC SURVEY
 FH0134.in June 1991.
 FH0134
 FH0134.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0134.GEOID18 height accuracy estimate available here.
 FH0134
 FH0134.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV833271(NAD 83)
 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
 FH0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0134.See file dsdata.pdf to determine how the superseded data were derived.
 FH0134
 FH0134_MARKER: DB = BENCH MARK DISK
 FH0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0134_STAMPING: 485.284 N 28 1932
 FH0134_MARK LOGO: CGS
 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   CGS
 FH0134  HISTORY     - 19891101 MARK NOT FOUND   NGS
 FH0134
 FH0134                          STATION DESCRIPTION
 FH0134
 FH0134'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1617 ***********************************************************************
 EJ1617  DESIGNATION -  N 287
 EJ1617  PID         -  EJ1617
 EJ1617  STATE/COUNTY-  AR/PULASKI
 EJ1617  COUNTRY     -  US
 EJ1617  USGS QUAD   -  WOODSON (2017)
 EJ1617
 EJ1617                         *CURRENT SURVEY CONTROL
 EJ1617  ______________________________________________________________________
 EJ1617* NAD 83(1986) POSITION- 34 36 09.4    (N) 092 12 58.5    (W)   HD_HELD2
 EJ1617* NAVD 88 ORTHO HEIGHT -    78.600 (meters)      257.87  (feet) ADJUSTED
 EJ1617  ______________________________________________________________________
 EJ1617  GEOID HEIGHT    -        -26.445 (meters)                     GEOID18
 EJ1617  DYNAMIC HEIGHT  -         78.525 (meters)      257.63  (feet) COMP
 EJ1617  MODELED GRAVITY -    979,679.8   (mgal)                       NAVD 88
 EJ1617
 EJ1617  VERT ORDER      -  FIRST     CLASS II
 EJ1617
 EJ1617.The horizontal coordinates were established by autonomous hand held GPS
 EJ1617.observations and have an estimated accuracy of +/- 10 meters.
 EJ1617
 EJ1617.The orthometric height was determined by differential leveling and
 EJ1617.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1617.in June 1991.
 EJ1617
 EJ1617.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1617.GEOID18 height accuracy estimate available here.
 EJ1617
 EJ1617.Click photographs - Photos may exist for this station.
 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     -   614,746.      380,165.      MT  (+/- 10 meters HH2 GPS)
 EJ1617
 EJ1617_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7186329254(NAD 83)
 EJ1617
 EJ1617                          SUPERSEDED SURVEY CONTROL
 EJ1617
 EJ1617.No superseded survey control is available for this station.
 EJ1617
 EJ1617_MARKER: F = FLANGE-ENCASED ROD
 EJ1617_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EJ1617_STAMPING: N 287 1984
 EJ1617_MARK LOGO: NGS
 EJ1617_PROJECTION: FLUSH
 EJ1617_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EJ1617_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1617_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EJ1617+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2017
 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     - 1990     GOOD             USPSQD
 EJ1617  HISTORY     - 20150512 GOOD             ARHD
 EJ1617  HISTORY     - 20170109 GOOD             ARHD
 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 (1990)
 EJ1617
 EJ1617'RECOVERY NOTE BY US POWER SQUADRON 1990 (TWS)
 EJ1617'RECOVERED IN GOOD CONDITION.
 EJ1617
 EJ1617                          STATION RECOVERY (2015)
 EJ1617
 EJ1617'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (BAB)
 EJ1617'RECOVERED IN GOOD CONDITION.
 EJ1617
 EJ1617                          STATION RECOVERY (2017)
 EJ1617
 EJ1617'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2017 (JDH)
 EJ1617'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1652 ***********************************************************************
 EJ1652  DESIGNATION -  N 288
 EJ1652  PID         -  EJ1652
 EJ1652  STATE/COUNTY-  AR/JEFFERSON
 EJ1652  COUNTRY     -  US
 EJ1652  USGS QUAD   -  WHITE HALL (2017)
 EJ1652
 EJ1652                         *CURRENT SURVEY CONTROL
 EJ1652  ______________________________________________________________________
 EJ1652* NAD 83(1986) POSITION- 34 15 04.     (N) 092 04 19.     (W)   SCALED
 EJ1652* NAVD 88 ORTHO HEIGHT -    75.525 (meters)      247.78  (feet) ADJUSTED
 EJ1652  ______________________________________________________________________
 EJ1652  GEOID HEIGHT    -        -25.985 (meters)                     GEOID18
 EJ1652  DYNAMIC HEIGHT  -         75.452 (meters)      247.55  (feet) COMP
 EJ1652  MODELED GRAVITY -    979,668.2   (mgal)                       NAVD 88
 EJ1652
 EJ1652  VERT ORDER      -  FIRST     CLASS II
 EJ1652
 EJ1652.The horizontal coordinates were scaled from a map and have
 EJ1652.an estimated accuracy of +/- 6 seconds.
 EJ1652
 EJ1652.The orthometric height was determined by differential leveling and
 EJ1652.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1652.in June 1991.
 EJ1652
 EJ1652.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1652.GEOID18 height accuracy estimate available here.
 EJ1652
 EJ1652.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT854903(NAD 83)
 EJ1652
 EJ1652                          SUPERSEDED SURVEY CONTROL
 EJ1652
 EJ1652.No superseded survey control is available for this station.
 EJ1652
 EJ1652_MARKER: I = METAL ROD
 EJ1652_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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  HISTORY     - 20160928 MARK NOT FOUND   ARHD
 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.
 EJ1652
 EJ1652                          STATION RECOVERY (2016)
 EJ1652
 EJ1652'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (WDA)
 EJ1652'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK1728 ***********************************************************************
 DK1728  DESIGNATION -  N 289
 DK1728  PID         -  DK1728
 DK1728  STATE/COUNTY-  AR/LINCOLN
 DK1728  COUNTRY     -  US
 DK1728  USGS QUAD   -  GOULD (2017)
 DK1728
 DK1728                         *CURRENT SURVEY CONTROL
 DK1728  ______________________________________________________________________
 DK1728* NAD 83(1986) POSITION- 33 59 10.     (N) 091 33 38.     (W)   SCALED
 DK1728* NAVD 88 ORTHO HEIGHT -    50.991 (meters)      167.29  (feet) ADJUSTED
 DK1728  ______________________________________________________________________
 DK1728  GEOID HEIGHT    -        -25.994 (meters)                     GEOID18
 DK1728  DYNAMIC HEIGHT  -         50.941 (meters)      167.13  (feet) COMP
 DK1728  MODELED GRAVITY -    979,647.8   (mgal)                       NAVD 88
 DK1728
 DK1728  VERT ORDER      -  FIRST     CLASS II
 DK1728
 DK1728.The horizontal coordinates were scaled from a map and have
 DK1728.an estimated accuracy of +/- 6 seconds.
 DK1728
 DK1728.The orthometric height was determined by differential leveling and
 DK1728.adjusted by the NATIONAL GEODETIC SURVEY
 DK1728.in June 1991.
 DK1728
 DK1728.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1728.GEOID18 height accuracy estimate available here.
 DK1728
 DK1728.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT329615(NAD 83)
 DK1728
 DK1728                          SUPERSEDED SURVEY CONTROL
 DK1728
 DK1728.No superseded survey control is available for this station.
 DK1728
 DK1728_MARKER: I = METAL ROD
 DK1728_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1193 ***********************************************************************
 FG1193  DESIGNATION -  N 29
 FG1193  PID         -  FG1193
 FG1193  STATE/COUNTY-  AR/FRANKLIN
 FG1193  COUNTRY     -  US
 FG1193  USGS QUAD   -  CECIL (2017)
 FG1193
 FG1193                         *CURRENT SURVEY CONTROL
 FG1193  ______________________________________________________________________
 FG1193* NAD 83(1986) POSITION- 35 27 53.     (N) 093 52 31.     (W)   SCALED
 FG1193* NAVD 88 ORTHO HEIGHT -   117.623 (meters)      385.90  (feet) ADJUSTED
 FG1193  ______________________________________________________________________
 FG1193  GEOID HEIGHT    -        -29.326 (meters)                     GEOID18
 FG1193  DYNAMIC HEIGHT  -        117.514 (meters)      385.54  (feet) COMP
 FG1193  MODELED GRAVITY -    979,704.5   (mgal)                       NAVD 88
 FG1193
 FG1193  VERT ORDER      -  FIRST     CLASS II
 FG1193
 FG1193.The horizontal coordinates were scaled from a map and have
 FG1193.an estimated accuracy of +/- 6 seconds.
 FG1193
 FG1193.The orthometric height was determined by differential leveling and
 FG1193.adjusted by the NATIONAL GEODETIC SURVEY
 FG1193.in June 1991.
 FG1193
 FG1193.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1193.GEOID18 height accuracy estimate available here.
 FG1193
 FG1193.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV205249(NAD 83)
 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
 FG1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1193.See file dsdata.pdf to determine how the superseded data were derived.
 FG1193
 FG1193_MARKER: DB = BENCH MARK DISK
 FG1193_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FG1193_SP_SET: CULVERT HEADWALL
 FG1193_STAMPING: N 29 1932
 FG1193_MARK LOGO: CGS
 FG1193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1193+STABILITY: SURFACE MOTION
 FG1193
 FG1193  HISTORY     - Date     Condition        Report By
 FG1193  HISTORY     - 1932     MONUMENTED       CGS
 FG1193  HISTORY     - 1959     GOOD             CGS
 FG1193
 FG1193                          STATION DESCRIPTION
 FG1193
 FG1193'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1959
 FG1193'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1671 ***********************************************************************
 EJ1671  DESIGNATION -  N 290
 EJ1671  PID         -  EJ1671
 EJ1671  STATE/COUNTY-  AR/PULASKI
 EJ1671  COUNTRY     -  US
 EJ1671  USGS QUAD   -  MAYFLOWER (2017)
 EJ1671
 EJ1671                         *CURRENT SURVEY CONTROL
 EJ1671  ______________________________________________________________________
 EJ1671* NAD 83(1986) POSITION- 34 53 00.     (N) 092 23 24.     (W)   SCALED
 EJ1671* NAVD 88 ORTHO HEIGHT -    84.661 (meters)      277.76  (feet) ADJUSTED
 EJ1671  ______________________________________________________________________
 EJ1671  GEOID HEIGHT    -        -27.240 (meters)                     GEOID18
 EJ1671  DYNAMIC HEIGHT  -         84.582 (meters)      277.50  (feet) COMP
 EJ1671  MODELED GRAVITY -    979,700.0   (mgal)                       NAVD 88
 EJ1671
 EJ1671  VERT ORDER      -  FIRST     CLASS II
 EJ1671
 EJ1671.The horizontal coordinates were scaled from a map and have
 EJ1671.an estimated accuracy of +/- 6 seconds.
 EJ1671
 EJ1671.The orthometric height was determined by differential leveling and
 EJ1671.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1671.in June 1991.
 EJ1671
 EJ1671.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1671.GEOID18 height accuracy estimate available here.
 EJ1671
 EJ1671.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU557602(NAD 83)
 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
 EJ1671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1671.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1671
 EJ1671_MARKER: I = METAL ROD
 EJ1671_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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  HISTORY     - 20120508 MARK NOT FOUND   ARHD
 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.
 EJ1671
 EJ1671                          STATION RECOVERY (2012)
 EJ1671
 EJ1671'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (JDH)
 EJ1671'MARK NOT FOUND
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1550 ***********************************************************************
 FG1550  DESIGNATION -  N 291
 FG1550  PID         -  FG1550
 FG1550  STATE/COUNTY-  AR/CONWAY
 FG1550  COUNTRY     -  US
 FG1550  USGS QUAD   -  MENIFEE (2017)
 FG1550
 FG1550                         *CURRENT SURVEY CONTROL
 FG1550  ______________________________________________________________________
 FG1550* NAD 83(1986) POSITION- 35 09 11.     (N) 092 34 02.     (W)   SCALED
 FG1550* NAVD 88 ORTHO HEIGHT -    89.251 (meters)      292.82  (feet) ADJUSTED
 FG1550  ______________________________________________________________________
 FG1550  GEOID HEIGHT    -        -28.276 (meters)                     GEOID18
 FG1550  DYNAMIC HEIGHT  -         89.167 (meters)      292.54  (feet) COMP
 FG1550  MODELED GRAVITY -    979,697.5   (mgal)                       NAVD 88
 FG1550
 FG1550  VERT ORDER      -  FIRST     CLASS II
 FG1550
 FG1550.The horizontal coordinates were scaled from a map and have
 FG1550.an estimated accuracy of +/- 6 seconds.
 FG1550
 FG1550.The orthometric height was determined by differential leveling and
 FG1550.adjusted by the NATIONAL GEODETIC SURVEY
 FG1550.in June 1991.
 FG1550
 FG1550.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1550.GEOID18 height accuracy estimate available here.
 FG1550
 FG1550.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU394901(NAD 83)
 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
 FG1550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1550.See file dsdata.pdf to determine how the superseded data were derived.
 FG1550
 FG1550_MARKER: I = METAL ROD
 FG1550_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 DK1737 ***********************************************************************
 DK1737  DESIGNATION -  N 292
 DK1737  PID         -  DK1737
 DK1737  STATE/COUNTY-  AR/DESHA
 DK1737  COUNTRY     -  US
 DK1737  USGS QUAD   -  DUMAS (2017)
 DK1737
 DK1737                         *CURRENT SURVEY CONTROL
 DK1737  ______________________________________________________________________
 DK1737* NAD 83(1986) POSITION- 33 54 31.     (N) 091 25 05.     (W)   SCALED
 DK1737* NAVD 88 ORTHO HEIGHT -    46.990 (meters)      154.17  (feet) ADJUSTED
 DK1737  ______________________________________________________________________
 DK1737  GEOID HEIGHT    -        -26.105 (meters)                     GEOID18
 DK1737  DYNAMIC HEIGHT  -         46.943 (meters)      154.01  (feet) COMP
 DK1737  MODELED GRAVITY -    979,639.2   (mgal)                       NAVD 88
 DK1737
 DK1737  VERT ORDER      -  FIRST     CLASS II
 DK1737
 DK1737.The horizontal coordinates were scaled from a map and have
 DK1737.an estimated accuracy of +/- 6 seconds.
 DK1737
 DK1737.The orthometric height was determined by differential leveling and
 DK1737.adjusted by the NATIONAL GEODETIC SURVEY
 DK1737.in June 1991.
 DK1737
 DK1737.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1737.GEOID18 height accuracy estimate available here.
 DK1737
 DK1737.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT462531(NAD 83)
 DK1737
 DK1737                          SUPERSEDED SURVEY CONTROL
 DK1737
 DK1737.No superseded survey control is available for this station.
 DK1737
 DK1737_MARKER: I = METAL ROD
 DK1737_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1575 ***********************************************************************
 FG1575  DESIGNATION -  N 293
 FG1575  PID         -  FG1575
 FG1575  STATE/COUNTY-  AR/POPE
 FG1575  COUNTRY     -  US
 FG1575  USGS QUAD   -  HOLLA BEND (2017)
 FG1575
 FG1575                         *CURRENT SURVEY CONTROL
 FG1575  ______________________________________________________________________
 FG1575* NAD 83(1986) POSITION- 35 14 36.     (N) 093 01 06.     (W)   SCALED
 FG1575* NAVD 88 ORTHO HEIGHT -   121.170 (meters)      397.54  (feet) ADJUSTED
 FG1575  ______________________________________________________________________
 FG1575  GEOID HEIGHT    -        -28.962 (meters)                     GEOID18
 FG1575  DYNAMIC HEIGHT  -        121.055 (meters)      397.16  (feet) COMP
 FG1575  MODELED GRAVITY -    979,684.4   (mgal)                       NAVD 88
 FG1575
 FG1575  VERT ORDER      -  FIRST     CLASS II
 FG1575
 FG1575.The horizontal coordinates were scaled from a map and have
 FG1575.an estimated accuracy of +/- 6 seconds.
 FG1575
 FG1575.The orthometric height was determined by differential leveling and
 FG1575.adjusted by the NATIONAL GEODETIC SURVEY
 FG1575.in June 1991.
 FG1575
 FG1575.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1575.GEOID18 height accuracy estimate available here.
 FG1575
 FG1575.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV983000(NAD 83)
 FG1575
 FG1575                          SUPERSEDED SURVEY CONTROL
 FG1575
 FG1575.No superseded survey control is available for this station.
 FG1575
 FG1575_MARKER: F = FLANGE-ENCASED ROD
 FG1575_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FG1575+WITH SETTING: INFORMATION.
 FG1575_STAMPING: N 293 1984
 FG1575_MARK LOGO: NGS
 FG1575_PROJECTION: RECESSED 6 CENTIMETERS
 FG1575_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1575_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG1575+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2015
 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  HISTORY     - 20090512 GOOD             ARHD
 FG1575  HISTORY     - 20120801 GOOD             ARHD
 FG1575  HISTORY     - 20151020 GOOD             CONSOL
 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.
 FG1575
 FG1575                          STATION RECOVERY (2009)
 FG1575
 FG1575'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2009 (WDA)
 FG1575'5 FEET NORTH OF A WITNESS POST AND 1.9 FEET WEST OF A GATE.  THE FENCE
 FG1575'CALLS ARE NO LONGER VALID.
 FG1575
 FG1575                          STATION RECOVERY (2012)
 FG1575
 FG1575'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (JDH)
 FG1575'RECOVERED AS DESCRIBED.
 FG1575
 FG1575                          STATION RECOVERY (2015)
 FG1575
 FG1575'RECOVERY NOTE BY CONSOLIDATED LAND SERVICE 2015 (RDG)
 FG1575'FLANGE IS MISSING. ACCESS COVER FOUND NEARBY ON GROUND. THE ROD
 FG1575'APPEARS TO BE IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1612 ***********************************************************************
 FG1612  DESIGNATION -  N 294
 FG1612  PID         -  FG1612
 FG1612  STATE/COUNTY-  AR/JOHNSON
 FG1612  COUNTRY     -  US
 FG1612  USGS QUAD   -  CLARKSVILLE (2017)
 FG1612
 FG1612                         *CURRENT SURVEY CONTROL
 FG1612  ______________________________________________________________________
 FG1612* NAD 83(1986) POSITION- 35 25 44.     (N) 093 23 08.     (W)   SCALED
 FG1612* NAVD 88 ORTHO HEIGHT -   120.942 (meters)      396.79  (feet) ADJUSTED
 FG1612  ______________________________________________________________________
 FG1612  GEOID HEIGHT    -        -29.211 (meters)                     GEOID18
 FG1612  DYNAMIC HEIGHT  -        120.830 (meters)      396.42  (feet) COMP
 FG1612  MODELED GRAVITY -    979,705.5   (mgal)                       NAVD 88
 FG1612
 FG1612  VERT ORDER      -  FIRST     CLASS II
 FG1612
 FG1612.The horizontal coordinates were scaled from a map and have
 FG1612.an estimated accuracy of +/- 6 seconds.
 FG1612
 FG1612.The orthometric height was determined by differential leveling and
 FG1612.adjusted by the NATIONAL GEODETIC SURVEY
 FG1612.in June 1991.
 FG1612
 FG1612.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1612.GEOID18 height accuracy estimate available here.
 FG1612
 FG1612.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV650206(NAD 83)
 FG1612
 FG1612                          SUPERSEDED SURVEY CONTROL
 FG1612
 FG1612.No superseded survey control is available for this station.
 FG1612
 FG1612_MARKER: F = FLANGE-ENCASED ROD
 FG1612_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FG1612+WITH SETTING: INFORMATION.
 FG1612_STAMPING: N 294 1984
 FG1612_MARK LOGO: NGS
 FG1612_PROJECTION: RECESSED 6 CENTIMETERS
 FG1612_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1612_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FG1612+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2015
 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  HISTORY     - 20150318 GOOD             ARHD
 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.
 FG1612
 FG1612                          STATION RECOVERY (2015)
 FG1612
 FG1612'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (WDA)
 FG1612'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FH0771 ***********************************************************************
 FH0771  DESIGNATION -  N 295
 FH0771  PID         -  FH0771
 FH0771  STATE/COUNTY-  AR/FRANKLIN
 FH0771  COUNTRY     -  US
 FH0771  USGS QUAD   -  MULBERRY (2017)
 FH0771
 FH0771                         *CURRENT SURVEY CONTROL
 FH0771  ______________________________________________________________________
 FH0771* NAD 83(2011) POSITION- 35 26 05.23948(N) 094 03 37.96227(W)   ADJUSTED
 FH0771* NAD 83(2011) ELLIP HT-   198.212 (meters)        (03/22/22)   ADJUSTED
 FH0771* NAD 83(2011) EPOCH   -  2010.00
 FH0771* NAVD 88 ORTHO HEIGHT -   227.710 (meters)      747.08  (feet) ADJUSTED
 FH0771  ______________________________________________________________________
 FH0771  GEOID HEIGHT    -        -29.543 (meters)                     GEOID18
 FH0771  NAD 83(2011) X  -   -368,411.174 (meters)                     COMP
 FH0771  NAD 83(2011) Y  - -5,189,710.720 (meters)                     COMP
 FH0771  NAD 83(2011) Z  -  3,677,390.273 (meters)                     COMP
 FH0771  LAPLACE CORR    -          2.15  (seconds)                    DEFLEC18
 FH0771  DYNAMIC HEIGHT  -        227.497 (meters)      746.38  (feet) COMP
 FH0771  MODELED GRAVITY -    979,693.6   (mgal)                       NAVD 88
 FH0771
 FH0771  VERT ORDER      -  FIRST     CLASS II
 FH0771
 FH0771  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FH0771  Standards:
 FH0771         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FH0771            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FH0771  -------------------------------------------------------------------
 FH0771  NETWORK    0.97   1.45           0.41   0.38   0.74      0.14120773
 FH0771  -------------------------------------------------------------------
 FH0771  Click here for local accuracies and other accuracy information.
 FH0771
 FH0771.The horizontal coordinates were established by GPS observations
 FH0771.and adjusted by the USACE LITTLE ROCK in March 2022.
 FH0771
 FH0771.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FH0771.been affixed to the stable North American tectonic plate. See 
 FH0771.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FH0771
 FH0771.The horizontal coordinates are valid at the epoch date displayed above
 FH0771.which is a decimal equivalence of Year/Month/Day.
 FH0771
 FH0771.The orthometric height was determined by differential leveling and
 FH0771.adjusted by the NATIONAL GEODETIC SURVEY
 FH0771.in June 1991.
 FH0771
 FH0771.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0771.GEOID18 height accuracy estimate available here.
 FH0771
 FH0771.Click photographs - Photos may exist for this station.
 FH0771
 FH0771.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FH0771
 FH0771.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH0771
 FH0771.The ellipsoidal height was determined by GPS observations
 FH0771.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 FH0771
 FH0771;                    North         East     Units Scale Factor Converg.
 FH0771;SPC AR N     -   124,154.421   212,922.031   MT  0.99993932   -1 11 56.5
 FH0771;SPC AR N     -   407,329.96    698,561.70   sFT  0.99993932   -1 11 56.5
 FH0771;UTM  15      - 3,921,777.785   403,736.386   MT  0.99971420   -0 36 53.7
 FH0771
 FH0771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FH0771!SPC AR N     -   0.99996889  x   0.99993932  =   0.99990821
 FH0771!UTM  15      -   0.99996889  x   0.99971420  =   0.99968310
 FH0771
 FH0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV0373621777(NAD 83)
 FH0771
 FH0771                          SUPERSEDED SURVEY CONTROL
 FH0771
 FH0771.No superseded survey control is available for this station.
 FH0771
 FH0771_MARKER: DV = VERTICAL CONTROL DISK
 FH0771_SETTING: 66 = SET IN 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FH0771+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2020
 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  HISTORY     - 20180829 GOOD             ARHD
 FH0771  HISTORY     - 20200210 GOOD             USACEL
 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.
 FH0771
 FH0771                          STATION RECOVERY (2018)
 FH0771
 FH0771'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (JDH)
 FH0771'RECOVERED IN GOOD CONDITION.
 FH0771
 FH0771                          STATION RECOVERY (2020)
 FH0771
 FH0771'RECOVERY NOTE BY USACE LITTLE ROCK 2020 (JKC)
 FH0771'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1641 ***********************************************************************
 FG1641  DESIGNATION -  N 296
 FG1641  PID         -  FG1641
 FG1641  STATE/COUNTY-  AR/FRANKLIN
 FG1641  COUNTRY     -  US
 FG1641  USGS QUAD   -  OZARK (2017)
 FG1641
 FG1641                         *CURRENT SURVEY CONTROL
 FG1641  ______________________________________________________________________
 FG1641* NAD 83(1986) POSITION- 35 28 51.0    (N) 093 48 19.0    (W)   HD_HELD2
 FG1641* NAVD 88 ORTHO HEIGHT -   116.927 (meters)      383.62  (feet) ADJUSTED
 FG1641  ______________________________________________________________________
 FG1641  GEOID HEIGHT    -        -29.246 (meters)                     GEOID18
 FG1641  DYNAMIC HEIGHT  -        116.819 (meters)      383.26  (feet) COMP
 FG1641  MODELED GRAVITY -    979,710.2   (mgal)                       NAVD 88
 FG1641
 FG1641  VERT ORDER      -  FIRST     CLASS II
 FG1641
 FG1641.The horizontal coordinates were established by autonomous hand held GPS
 FG1641.observations and have an estimated accuracy of +/- 10 meters.
 FG1641
 FG1641.The orthometric height was determined by differential leveling and
 FG1641.adjusted by the NATIONAL GEODETIC SURVEY
 FG1641.in June 1991.
 FG1641
 FG1641.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1641.GEOID18 height accuracy estimate available here.
 FG1641
 FG1641.Click photographs - Photos may exist for this station.
 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     -   128,807.      236,189.      MT  (+/- 10 meters HH2 GPS)
 FG1641
 FG1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV2694826665(NAD 83)
 FG1641
 FG1641                          SUPERSEDED SURVEY CONTROL
 FG1641
 FG1641.No superseded survey control is available for this station.
 FG1641
 FG1641_MARKER: F = FLANGE-ENCASED ROD
 FG1641_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FG1641+WITH SETTING: INFORMATION.
 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  HISTORY     - 20221026 GOOD             ARHD
 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.
 FG1641
 FG1641                          STATION RECOVERY (2022)
 FG1641
 FG1641'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2022 (JDH)
 FG1641'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FH0795 ***********************************************************************
 FH0795  DESIGNATION -  N 297
 FH0795  PID         -  FH0795
 FH0795  STATE/COUNTY-  AR/SEBASTIAN
 FH0795  COUNTRY     -  US
 FH0795  USGS QUAD   -  BARLING (2017)
 FH0795
 FH0795                         *CURRENT SURVEY CONTROL
 FH0795  ______________________________________________________________________
 FH0795* NAD 83(1986) POSITION- 35 20 07.2    (N) 094 18 52.2    (W)   HD_HELD2
 FH0795* NAVD 88 ORTHO HEIGHT -   143.761 (meters)      471.66  (feet) ADJUSTED
 FH0795  ______________________________________________________________________
 FH0795  GEOID HEIGHT    -        -30.181 (meters)                     GEOID18
 FH0795  DYNAMIC HEIGHT  -        143.625 (meters)      471.21  (feet) COMP
 FH0795  MODELED GRAVITY -    979,687.7   (mgal)                       NAVD 88
 FH0795
 FH0795  VERT ORDER      -  FIRST     CLASS II
 FH0795
 FH0795.The horizontal coordinates were established by autonomous hand held GPS
 FH0795.observations and have an estimated accuracy of +/- 10 meters.
 FH0795
 FH0795.The orthometric height was determined by differential leveling and
 FH0795.adjusted by the NATIONAL GEODETIC SURVEY
 FH0795.in June 1991.
 FH0795
 FH0795.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0795.GEOID18 height accuracy estimate available here.
 FH0795
 FH0795.Click photographs - Photos may exist for this station.
 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     -   113,636.      189,610.      MT  (+/- 10 meters HH2 GPS)
 FH0795
 FH0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV8053711023(NAD 83)
 FH0795
 FH0795                          SUPERSEDED SURVEY CONTROL
 FH0795
 FH0795.No superseded survey control is available for this station.
 FH0795
 FH0795_MARKER: F = FLANGE-ENCASED ROD
 FH0795_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH0795+WITH SETTING: INFORMATION.
 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  HISTORY     - 20141216 GOOD             ARHD
 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.
 FH0795
 FH0795                          STATION RECOVERY (2014)
 FH0795
 FH0795'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (JDH)
 FH0795'RECOVERED IN GOOD CONDITION.
 FH0795'
 FH0795'NOTE-ADD-28 FT SOUTHWEST OF THE SOUTHWEST CORNER OF MERCY CREST
 FH0795'RETIREMENT SIGN AND 14 FT (4.3 M) SOUTHEAST OF A SERVICE POLE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FH0818 ***********************************************************************
 FH0818  DESIGNATION -  N 298
 FH0818  PID         -  FH0818
 FH0818  STATE/COUNTY-  AR/SEBASTIAN
 FH0818  COUNTRY     -  US
 FH0818  USGS QUAD   -  GREENWOOD (2017)
 FH0818
 FH0818                         *CURRENT SURVEY CONTROL
 FH0818  ______________________________________________________________________
 FH0818* NAD 83(1986) POSITION- 35 14 19.     (N) 094 20 01.     (W)   SCALED
 FH0818* NAVD 88 ORTHO HEIGHT -   157.366 (meters)      516.29  (feet) ADJUSTED
 FH0818  ______________________________________________________________________
 FH0818  GEOID HEIGHT    -        -30.500 (meters)                     GEOID18
 FH0818  DYNAMIC HEIGHT  -        157.214 (meters)      515.79  (feet) COMP
 FH0818  MODELED GRAVITY -    979,665.5   (mgal)                       NAVD 88
 FH0818
 FH0818  VERT ORDER      -  FIRST     CLASS II
 FH0818
 FH0818.The horizontal coordinates were scaled from a map and have
 FH0818.an estimated accuracy of +/- 6 seconds.
 FH0818
 FH0818.The orthometric height was determined by differential leveling and
 FH0818.adjusted by the NATIONAL GEODETIC SURVEY
 FH0818.in June 1991.
 FH0818
 FH0818.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0818.GEOID18 height accuracy estimate available here.
 FH0818
 FH0818.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV786003(NAD 83)
 FH0818
 FH0818                          SUPERSEDED SURVEY CONTROL
 FH0818
 FH0818.No superseded survey control is available for this station.
 FH0818
 FH0818_MARKER: I = METAL ROD
 FH0818_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH0818+WITH SETTING: INFORMATION.
 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 = MARCH 20, 2026 22:17:28 EDT
 EK0675 ***********************************************************************
 EK0675  DESIGNATION -  N 299
 EK0675  PID         -  EK0675
 EK0675  STATE/COUNTY-  AR/SCOTT
 EK0675  COUNTRY     -  US
 EK0675  USGS QUAD   -  WALDRON (2017)
 EK0675
 EK0675                         *CURRENT SURVEY CONTROL
 EK0675  ______________________________________________________________________
 EK0675* NAD 83(1986) POSITION- 34 58 08.     (N) 094 05 41.     (W)   SCALED
 EK0675* NAVD 88 ORTHO HEIGHT -   230.865 (meters)      757.43  (feet) ADJUSTED
 EK0675  ______________________________________________________________________
 EK0675  GEOID HEIGHT    -        -30.639 (meters)                     GEOID18
 EK0675  DYNAMIC HEIGHT  -        230.630 (meters)      756.66  (feet) COMP
 EK0675  MODELED GRAVITY -    979,612.1   (mgal)                       NAVD 88
 EK0675
 EK0675  VERT ORDER      -  FIRST     CLASS II
 EK0675
 EK0675.The horizontal coordinates were scaled from a map and have
 EK0675.an estimated accuracy of +/- 6 seconds.
 EK0675
 EK0675.The orthometric height was determined by differential leveling and
 EK0675.adjusted by the NATIONAL GEODETIC SURVEY
 EK0675.in June 1991.
 EK0675
 EK0675.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0675.GEOID18 height accuracy estimate available here.
 EK0675
 EK0675.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU000701(NAD 83)
 EK0675
 EK0675                          SUPERSEDED SURVEY CONTROL
 EK0675
 EK0675.No superseded survey control is available for this station.
 EK0675
 EK0675_MARKER: I = METAL ROD
 EK0675_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EK0675+WITH SETTING: INFORMATION.
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1005 ***********************************************************************
 FG1005  DESIGNATION -  N 30
 FG1005  PID         -  FG1005
 FG1005  STATE/COUNTY-  AR/JOHNSON
 FG1005  COUNTRY     -  US
 FG1005  USGS QUAD   -  DELAWARE (2017)
 FG1005
 FG1005                         *CURRENT SURVEY CONTROL
 FG1005  ______________________________________________________________________
 FG1005* NAD 83(1986) POSITION- 35 20 17.     (N) 093 19 03.     (W)   SCALED
 FG1005* NAVD 88 ORTHO HEIGHT -   109.829 (meters)      360.33  (feet) ADJUSTED
 FG1005  ______________________________________________________________________
 FG1005  GEOID HEIGHT    -        -29.334 (meters)                     GEOID18
 FG1005  DYNAMIC HEIGHT  -        109.725 (meters)      359.99  (feet) COMP
 FG1005  MODELED GRAVITY -    979,690.0   (mgal)                       NAVD 88
 FG1005
 FG1005  VERT ORDER      -  FIRST     CLASS II
 FG1005
 FG1005.The horizontal coordinates were scaled from a map and have
 FG1005.an estimated accuracy of +/- 6 seconds.
 FG1005
 FG1005.The orthometric height was determined by differential leveling and
 FG1005.adjusted by the NATIONAL GEODETIC SURVEY
 FG1005.in June 1991.
 FG1005
 FG1005.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1005.GEOID18 height accuracy estimate available here.
 FG1005
 FG1005.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV711105(NAD 83)
 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
 FG1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1005.See file dsdata.pdf to determine how the superseded data were derived.
 FG1005
 FG1005_MARKER: DB = BENCH MARK DISK
 FG1005_SETTING: 66 = 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 = MARCH 20, 2026 22:17:28 EDT
 EK0702 ***********************************************************************
 EK0702  DESIGNATION -  N 300
 EK0702  PID         -  EK0702
 EK0702  STATE/COUNTY-  AR/POLK
 EK0702  COUNTRY     -  US
 EK0702  USGS QUAD   -  ACORN (2017)
 EK0702
 EK0702                         *CURRENT SURVEY CONTROL
 EK0702  ______________________________________________________________________
 EK0702* NAD 83(1986) POSITION- 34 40 37.     (N) 094 09 57.     (W)   SCALED
 EK0702* NAVD 88 ORTHO HEIGHT -   407.101 (meters)     1335.63  (feet) ADJUSTED
 EK0702  ______________________________________________________________________
 EK0702  GEOID HEIGHT    -        -30.299 (meters)                     GEOID18
 EK0702  DYNAMIC HEIGHT  -        406.659 (meters)     1334.18  (feet) COMP
 EK0702  MODELED GRAVITY -    979,539.3   (mgal)                       NAVD 88
 EK0702
 EK0702  VERT ORDER      -  FIRST     CLASS II
 EK0702
 EK0702.The horizontal coordinates were scaled from a map and have
 EK0702.an estimated accuracy of +/- 6 seconds.
 EK0702
 EK0702.The orthometric height was determined by differential leveling and
 EK0702.adjusted by the NATIONAL GEODETIC SURVEY
 EK0702.in June 1991.
 EK0702
 EK0702.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0702.GEOID18 height accuracy estimate available here.
 EK0702
 EK0702.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU931378(NAD 83)
 EK0702
 EK0702                          SUPERSEDED SURVEY CONTROL
 EK0702
 EK0702.No superseded survey control is available for this station.
 EK0702
 EK0702_MARKER: F = FLANGE-ENCASED ROD
 EK0702_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EK0702_STAMPING: N 300 1985
 EK0702_MARK LOGO: NGS
 EK0702_PROJECTION: FLUSH
 EK0702_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0702_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EK0702+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2019
 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  HISTORY     - 20070619 GOOD             GEOCAC
 EK0702  HISTORY     - 20080703 GOOD             GEOCAC
 EK0702  HISTORY     - 20190516 GOOD             ARHD
 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.
 EK0702
 EK0702                          STATION RECOVERY (2007)
 EK0702
 EK0702'RECOVERY NOTE BY GEOCACHING 2007 (CA)
 EK0702'RECOVERED IN GOOD CONDITION.
 EK0702
 EK0702                          STATION RECOVERY (2008)
 EK0702
 EK0702'RECOVERY NOTE BY GEOCACHING 2008 (CA)
 EK0702'RECOVERED IN GOOD CONDITION.
 EK0702
 EK0702                          STATION RECOVERY (2019)
 EK0702
 EK0702'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2019 (BAB)
 EK0702'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EK0729 ***********************************************************************
 EK0729  DESIGNATION -  N 301
 EK0729  PID         -  EK0729
 EK0729  STATE/COUNTY-  AR/POLK
 EK0729  COUNTRY     -  US
 EK0729  USGS QUAD   -  COVE (2017)
 EK0729
 EK0729                         *CURRENT SURVEY CONTROL
 EK0729  ______________________________________________________________________
 EK0729* NAD 83(1986) POSITION- 34 24 06.     (N) 094 24 21.     (W)   SCALED
 EK0729* NAVD 88 ORTHO HEIGHT -   290.139 (meters)      951.90  (feet) ADJUSTED
 EK0729  ______________________________________________________________________
 EK0729  GEOID HEIGHT    -        -29.694 (meters)                     GEOID18
 EK0729  DYNAMIC HEIGHT  -        289.827 (meters)      950.87  (feet) COMP
 EK0729  MODELED GRAVITY -    979,551.5   (mgal)                       NAVD 88
 EK0729
 EK0729  VERT ORDER      -  FIRST     CLASS II
 EK0729
 EK0729.The horizontal coordinates were scaled from a map and have
 EK0729.an estimated accuracy of +/- 6 seconds.
 EK0729
 EK0729.The orthometric height was determined by differential leveling and
 EK0729.adjusted by the NATIONAL GEODETIC SURVEY
 EK0729.in June 1991.
 EK0729
 EK0729.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0729.GEOID18 height accuracy estimate available here.
 EK0729
 EK0729.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU707075(NAD 83)
 EK0729
 EK0729                          SUPERSEDED SURVEY CONTROL
 EK0729
 EK0729.No superseded survey control is available for this station.
 EK0729
 EK0729_MARKER: DV = VERTICAL CONTROL DISK
 EK0729_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 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 = MARCH 20, 2026 22:17:28 EDT
 EK0757 ***********************************************************************
 EK0757  DESIGNATION -  N 302
 EK0757  PID         -  EK0757
 EK0757  STATE/COUNTY-  AR/SEVIER
 EK0757  COUNTRY     -  US
 EK0757  USGS QUAD   -  DE QUEEN (2017)
 EK0757
 EK0757                         *CURRENT SURVEY CONTROL
 EK0757  ______________________________________________________________________
 EK0757* NAD 83(1986) POSITION- 34 07 17.     (N) 094 18 44.     (W)   SCALED
 EK0757* NAVD 88 ORTHO HEIGHT -   192.228 (meters)      630.67  (feet) ADJUSTED
 EK0757  ______________________________________________________________________
 EK0757  GEOID HEIGHT    -        -28.081 (meters)                     GEOID18
 EK0757  DYNAMIC HEIGHT  -        192.033 (meters)      630.03  (feet) COMP
 EK0757  MODELED GRAVITY -    979,616.0   (mgal)                       NAVD 88
 EK0757
 EK0757  VERT ORDER      -  FIRST     CLASS II
 EK0757
 EK0757.The horizontal coordinates were scaled from a map and have
 EK0757.an estimated accuracy of +/- 6 seconds.
 EK0757
 EK0757.The orthometric height was determined by differential leveling and
 EK0757.adjusted by the NATIONAL GEODETIC SURVEY
 EK0757.in June 1991.
 EK0757
 EK0757.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0757.GEOID18 height accuracy estimate available here.
 EK0757
 EK0757.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT789763(NAD 83)
 EK0757
 EK0757                          SUPERSEDED SURVEY CONTROL
 EK0757
 EK0757.No superseded survey control is available for this station.
 EK0757
 EK0757_MARKER: DV = VERTICAL CONTROL DISK
 EK0757_SETTING: 66 = SET IN 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 = MARCH 20, 2026 22:17:28 EDT
 DM1065 ***********************************************************************
 DM1065  DESIGNATION -  N 303
 DM1065  PID         -  DM1065
 DM1065  STATE/COUNTY-  AR/LITTLE RIVER
 DM1065  COUNTRY     -  US
 DM1065  USGS QUAD   -  ARKINDA (2017)
 DM1065
 DM1065                         *CURRENT SURVEY CONTROL
 DM1065  ______________________________________________________________________
 DM1065* NAD 83(1986) POSITION- 33 50 06.     (N) 094 22 34.     (W)   SCALED
 DM1065* NAVD 88 ORTHO HEIGHT -   102.352 (meters)      335.80  (feet) ADJUSTED
 DM1065  ______________________________________________________________________
 DM1065  GEOID HEIGHT    -        -27.346 (meters)                     GEOID18
 DM1065  DYNAMIC HEIGHT  -        102.247 (meters)      335.46  (feet) COMP
 DM1065  MODELED GRAVITY -    979,610.2   (mgal)                       NAVD 88
 DM1065
 DM1065  VERT ORDER      -  FIRST     CLASS II
 DM1065
 DM1065.The horizontal coordinates were scaled from a map and have
 DM1065.an estimated accuracy of +/- 6 seconds.
 DM1065
 DM1065.The orthometric height was determined by differential leveling and
 DM1065.adjusted by the NATIONAL GEODETIC SURVEY
 DM1065.in June 1991.
 DM1065
 DM1065.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1065.GEOID18 height accuracy estimate available here.
 DM1065
 DM1065.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT726447(NAD 83)
 DM1065
 DM1065                          SUPERSEDED SURVEY CONTROL
 DM1065
 DM1065.No superseded survey control is available for this station.
 DM1065
 DM1065_MARKER: I = METAL ROD
 DM1065_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DM1065+WITH SETTING: INFORMATION.
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2635 ***********************************************************************
 EH2635  DESIGNATION -  N 305
 EH2635  PID         -  EH2635
 EH2635  STATE/COUNTY-  AR/DESHA
 EH2635  COUNTRY     -  US
 EH2635  USGS QUAD   -  SNOW LAKE (2017)
 EH2635
 EH2635                         *CURRENT SURVEY CONTROL
 EH2635  ______________________________________________________________________
 EH2635* NAD 83(2011) POSITION- 34 03 12.81443(N) 091 03 23.08424(W)   ADJUSTED
 EH2635* NAD 83(2011) ELLIP HT-    24.544 (meters)        (06/27/12)   ADJUSTED
 EH2635* NAD 83(2011) EPOCH   -  2010.00
 EH2635* NAVD 88 ORTHO HEIGHT -    51.033 (meters)      167.43  (feet) ADJUSTED
 EH2635  ______________________________________________________________________
 EH2635  GEOID HEIGHT    -        -26.506 (meters)                     GEOID18
 EH2635  NAD 83(2011) X  -    -97,529.976 (meters)                     COMP
 EH2635  NAD 83(2011) Y  - -5,289,055.066 (meters)                     COMP
 EH2635  NAD 83(2011) Z  -  3,551,384.050 (meters)                     COMP
 EH2635  LAPLACE CORR    -         -1.23  (seconds)                    DEFLEC18
 EH2635  DYNAMIC HEIGHT  -         50.982 (meters)      167.26  (feet) COMP
 EH2635  MODELED GRAVITY -    979,643.0   (mgal)                       NAVD 88
 EH2635
 EH2635  VERT ORDER      -  FIRST     CLASS II
 EH2635
 EH2635  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 EH2635  Standards:
 EH2635         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 EH2635            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 EH2635  -------------------------------------------------------------------
 EH2635  NETWORK    0.98   1.29           0.45   0.33   0.66     -0.05849076
 EH2635  -------------------------------------------------------------------
 EH2635  Click here for local accuracies and other accuracy information.
 EH2635
 EH2635.The horizontal coordinates were established by GPS observations
 EH2635.and adjusted by the National Geodetic Survey in June 2012.
 EH2635
 EH2635.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 EH2635.been affixed to the stable North American tectonic plate. See 
 EH2635.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 EH2635
 EH2635.The horizontal coordinates are valid at the epoch date displayed above
 EH2635.which is a decimal equivalence of Year/Month/Day.
 EH2635
 EH2635.The orthometric height was determined by differential leveling and
 EH2635.adjusted by the NATIONAL GEODETIC SURVEY
 EH2635.in June 1991.
 EH2635
 EH2635.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2635.GEOID18 height accuracy estimate available here.
 EH2635
 EH2635.Click photographs - Photos may exist 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 DEFLEC18 derived deflections.
 EH2635
 EH2635.The ellipsoidal height was determined by GPS observations
 EH2635.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 EH2635
 EH2635;                    North         East     Units Scale Factor Converg.
 EH2635;SPC AR S     -   554,224.753   487,110.068   MT  0.99991853   +0 31 41.2
 EH2635;SPC AR S     - 1,818,319.04  1,598,126.95   sFT  0.99991853   +0 31 41.2
 EH2635;UTM  15      - 3,769,798.715   679,386.318   MT  0.99999669   +1 05 19.1
 EH2635
 EH2635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2635!SPC AR S     -   0.99999615  x   0.99991853  =   0.99991468
 EH2635!UTM  15      -   0.99999615  x   0.99999669  =   0.99999284
 EH2635
 EH2635_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT7938669798(NAD 83)
 EH2635
 EH2635                          SUPERSEDED SURVEY CONTROL
 EH2635
 EH2635  NAD 83(2007)-  34 03 12.81416(N)    091 03 23.08458(W) AD(2002.00) 0
 EH2635  ELLIP H (02/10/07)   24.571  (m)                       GP(2002.00)    
 EH2635  NAD 83(1997)-  34 03 12.81408(N)    091 03 23.08414(W) AD(       ) B
 EH2635  ELLIP H (11/18/03)   24.557  (m)                       GP(       ) 4 1
 EH2635  NAD 83(1997)-  34 03 12.81531(N)    091 03 23.08432(W) AD(       ) 2
 EH2635  ELLIP H (09/14/99)   24.796  (m)                       GP(       ) 4 1
 EH2635  NAD 83(1993)-  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              51.08   (m)          167.6    (f) LEVELING    3  
 EH2635  NGVD 29 (11/26/84)   51.081  (m)          167.59   (f) ADJUSTED    1 2
 EH2635
 EH2635.Superseded values are not recommended for survey control.
 EH2635
 EH2635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2635.See file dsdata.pdf to determine how the superseded data were derived.
 EH2635
 EH2635_MARKER: I = METAL ROD
 EH2635_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 - August 31, 2007
 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             USACE
 EH2635  HISTORY     - 20020723 GOOD             PYBURN
 EH2635  HISTORY     - 20070831 GOOD             USACE
 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 ARMY CORPS OF 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'
 EH2635
 EH2635                          STATION RECOVERY (2007)
 EH2635
 EH2635'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2007 (POP)
 EH2635'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DM1151 ***********************************************************************
 DM1151  DESIGNATION -  N 307
 DM1151  PID         -  DM1151
 DM1151  STATE/COUNTY-  AR/LITTLE RIVER
 DM1151  COUNTRY     -  US
 DM1151  USGS QUAD   -  OGDEN (2017)
 DM1151
 DM1151                         *CURRENT SURVEY CONTROL
 DM1151  ______________________________________________________________________
 DM1151* NAD 83(1986) POSITION- 33 33 43.     (N) 094 02 18.     (W)   SCALED
 DM1151* NAVD 88 ORTHO HEIGHT -    82.787 (meters)      271.61  (feet) ADJUSTED
 DM1151  ______________________________________________________________________
 DM1151  GEOID HEIGHT    -        -27.025 (meters)                     GEOID18
 DM1151  DYNAMIC HEIGHT  -         82.700 (meters)      271.32  (feet) COMP
 DM1151  MODELED GRAVITY -    979,580.9   (mgal)                       NAVD 88
 DM1151
 DM1151  VERT ORDER      -  FIRST     CLASS II
 DM1151
 DM1151.The horizontal coordinates were scaled from a map and have
 DM1151.an estimated accuracy of +/- 6 seconds.
 DM1151
 DM1151.The orthometric height was determined by differential leveling and
 DM1151.adjusted by the NATIONAL GEODETIC SURVEY
 DM1151.in June 1991.
 DM1151
 DM1151.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1151.GEOID18 height accuracy estimate available here.
 DM1151
 DM1151.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT036140(NAD 83)
 DM1151
 DM1151                          SUPERSEDED SURVEY CONTROL
 DM1151
 DM1151.No superseded survey control is available for this station.
 DM1151
 DM1151_MARKER: I = METAL ROD
 DM1151_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 GE1273 ***********************************************************************
 GE1273  DESIGNATION -  N 308
 GE1273  PID         -  GE1273
 GE1273  STATE/COUNTY-  AR/FULTON
 GE1273  COUNTRY     -  US
 GE1273  USGS QUAD   -  MAMMOTH SPRING (2017)
 GE1273
 GE1273                         *CURRENT SURVEY CONTROL
 GE1273  ______________________________________________________________________
 GE1273* NAD 83(1986) POSITION- 36 28 26.7    (N) 091 31 09.1    (W)   HD_HELD2
 GE1273* NAVD 88 ORTHO HEIGHT -   177.065 (meters)      580.92  (feet) ADJUSTED
 GE1273  ______________________________________________________________________
 GE1273  GEOID HEIGHT    -        -28.525 (meters)                     GEOID18
 GE1273  DYNAMIC HEIGHT  -        176.921 (meters)      580.45  (feet) COMP
 GE1273  MODELED GRAVITY -    979,812.6   (mgal)                       NAVD 88
 GE1273
 GE1273  VERT ORDER      -  FIRST     CLASS II
 GE1273
 GE1273.The horizontal coordinates were established by autonomous hand held GPS
 GE1273.observations and have an estimated accuracy of +/- 10 meters.
 GE1273
 GE1273.The orthometric height was determined by differential leveling and
 GE1273.adjusted by the NATIONAL GEODETIC SURVEY
 GE1273.in January 1995.
 GE1273
 GE1273.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE1273.GEOID18 height accuracy estimate available here.
 GE1273
 GE1273.Click photographs - Photos may exist for this station.
 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     -   237,617.      443,093.      MT  (+/- 10 meters HH2 GPS)
 GE1273
 GE1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA3266237552(NAD 83)
 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
 GE1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1273.See file dsdata.pdf to determine how the superseded data were derived.
 GE1273
 GE1273_MARKER: DV = VERTICAL CONTROL DISK
 GE1273_SETTING: 66 = SET IN ROCK OUTCROP
 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 = MARCH 20, 2026 22:17:28 EDT
 GG0919 ***********************************************************************
 GG0919  DESIGNATION -  N 309
 GG0919  PID         -  GG0919
 GG0919  STATE/COUNTY-  AR/BENTON
 GG0919  COUNTRY     -  US
 GG0919  USGS QUAD   -  BENTONVILLE SOUTH (2017)
 GG0919
 GG0919                         *CURRENT SURVEY CONTROL
 GG0919  ______________________________________________________________________
 GG0919* NAD 83(2011) POSITION- 36 19 32.83900(N) 094 07 32.69684(W)   ADJUSTED
 GG0919* NAD 83(2011) ELLIP HT-   393.433 (meters)        (06/27/12)   ADJUSTED
 GG0919* NAD 83(2011) EPOCH   -  2010.00
 GG0919* NAVD 88 ORTHO HEIGHT -   421.563 (meters)     1383.08  (feet) ADJUSTED
 GG0919  ______________________________________________________________________
 GG0919  GEOID HEIGHT    -        -28.148 (meters)                     GEOID18
 GG0919  NAD 83(2011) X  -   -370,159.457 (meters)                     COMP
 GG0919  NAD 83(2011) Y  - -5,131,651.219 (meters)                     COMP
 GG0919  NAD 83(2011) Z  -  3,757,610.264 (meters)                     COMP
 GG0919  LAPLACE CORR    -         -0.03  (seconds)                    DEFLEC18
 GG0919  DYNAMIC HEIGHT  -        421.189 (meters)     1381.85  (feet) COMP
 GG0919  MODELED GRAVITY -    979,732.1   (mgal)                       NAVD 88
 GG0919
 GG0919  VERT ORDER      -  FIRST     CLASS II
 GG0919
 GG0919  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GG0919  Standards:
 GG0919         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GG0919            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GG0919  -------------------------------------------------------------------
 GG0919  NETWORK    0.53   0.90           0.24   0.19   0.46      0.00728848
 GG0919  -------------------------------------------------------------------
 GG0919  Click here for local accuracies and other accuracy information.
 GG0919
 GG0919.The horizontal coordinates were established by GPS observations
 GG0919.and adjusted by the National Geodetic Survey in June 2012.
 GG0919
 GG0919.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GG0919.been affixed to the stable North American tectonic plate. See 
 GG0919.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GG0919
 GG0919.The horizontal coordinates are valid at the epoch date displayed above
 GG0919.which is a decimal equivalence of Year/Month/Day.
 GG0919
 GG0919.The orthometric height was determined by differential leveling and
 GG0919.adjusted by the NATIONAL GEODETIC SURVEY
 GG0919.in June 1991.
 GG0919
 GG0919.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0919.GEOID18 height accuracy estimate available here.
 GG0919
 GG0919.Click photographs - Photos may exist for this station.
 GG0919
 GG0919.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GG0919
 GG0919.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0919
 GG0919.The ellipsoidal height was determined by GPS observations
 GG0919.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 GG0919
 GG0919;                    North         East     Units Scale Factor Converg.
 GG0919;SPC AR N     -   223,115.692   209,137.138   MT  1.00001958   -1 14 13.1
 GG0919;SPC AR N     -   732,005.40    686,144.09   sFT  1.00001958   -1 14 13.1
 GG0919;UTM  15      - 4,020,672.228   398,955.907   MT  0.99972579   -0 40 00.9
 GG0919
 GG0919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0919!SPC AR N     -   0.99993826  x   1.00001958  =   0.99995784
 GG0919!UTM  15      -   0.99993826  x   0.99972579  =   0.99966406
 GG0919
 GG0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA9895520672(NAD 83)
 GG0919
 GG0919                          SUPERSEDED SURVEY CONTROL
 GG0919
 GG0919  NAD 83(2007)-  36 19 32.83888(N)    094 07 32.69731(W) AD(2002.00) B
 GG0919  ELLIP H (11/18/09)  393.443  (m)                       GP(2002.00) 4 1
 GG0919  NAVD 88             421.56   (m)         1383.1    (f) LEVELING    3  
 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
 GG0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0919.See file dsdata.pdf to determine how the superseded data were derived.
 GG0919
 GG0919_MARKER: F = FLANGE-ENCASED ROD
 GG0919_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GG0919+WITH SETTING: INFORMATION.
 GG0919_STAMPING: N 309 1989
 GG0919_MARK LOGO: NGS
 GG0919_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0919_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0919+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2017
 GG0919
 GG0919  HISTORY     - Date     Condition        Report By
 GG0919  HISTORY     - 1989     MONUMENTED       NGS
 GG0919  HISTORY     - 20040402 GOOD             AANDKS
 GG0919  HISTORY     - 20050530 GOOD             GEOCAC
 GG0919  HISTORY     - 20070909 GOOD             GEOCAC
 GG0919  HISTORY     - 20090305 GOOD             CTA
 GG0919  HISTORY     - 20100225 GOOD             MCCENG
 GG0919  HISTORY     - 20110823 GOOD             NGS
 GG0919  HISTORY     - 20171220 GOOD             DEWDAV
 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'RECOVERED IN GOOD CONDITION.
 GG0919
 GG0919                          STATION RECOVERY (2007)
 GG0919
 GG0919'RECOVERY NOTE BY GEOCACHING 2007 (CB)
 GG0919'RECOVERED IN GOOD CONDITION.
 GG0919
 GG0919                          STATION RECOVERY (2009)
 GG0919
 GG0919'RECOVERY NOTE BY CRAFTON, TULL AND ASSOCIATES INC 2009 (TBW)
 GG0919'RECOVERED AS DESCRIBED.
 GG0919
 GG0919                          STATION RECOVERY (2010)
 GG0919
 GG0919'RECOVERY NOTE BY MCCLELLAND ENGINEERS 2010 (DLM)
 GG0919'RECOVERED AS DESCRIBED.
 GG0919
 GG0919                          STATION RECOVERY (2011)
 GG0919
 GG0919'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2011 (JBW)
 GG0919'RECOVERED IN GOOD CONDITION.
 GG0919
 GG0919                          STATION RECOVERY (2017)
 GG0919
 GG0919'RECOVERY NOTE BY DEWBERRY DAVIS 2017 (GDS)
 GG0919'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GG0213 ***********************************************************************
 GG0213  DESIGNATION -  N 31
 GG0213  PID         -  GG0213
 GG0213  STATE/COUNTY-  AR/BENTON
 GG0213  COUNTRY     -  US
 GG0213  USGS QUAD   -  SILOAM SPRINGS (2017)
 GG0213
 GG0213                         *CURRENT SURVEY CONTROL
 GG0213  ______________________________________________________________________
 GG0213* NAD 83(1986) POSITION- 36 14 47.     (N) 094 30 02.     (W)   SCALED
 GG0213* NAVD 88 ORTHO HEIGHT -   345.732 (meters)     1134.29  (feet) ADJUSTED
 GG0213  ______________________________________________________________________
 GG0213  GEOID HEIGHT    -        -28.308 (meters)                     GEOID18
 GG0213  DYNAMIC HEIGHT  -        345.429 (meters)     1133.30  (feet) COMP
 GG0213  MODELED GRAVITY -    979,746.9   (mgal)                       NAVD 88
 GG0213
 GG0213  VERT ORDER      -  SECOND    CLASS 0
 GG0213
 GG0213.The horizontal coordinates were scaled from a map and have
 GG0213.an estimated accuracy of +/- 6 seconds.
 GG0213
 GG0213.The orthometric height was determined by differential leveling and
 GG0213.adjusted by the NATIONAL GEODETIC SURVEY
 GG0213.in June 1991.
 GG0213
 GG0213.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0213.GEOID18 height accuracy estimate available here.
 GG0213
 GG0213.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA651123(NAD 83)
 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
 GG0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0213.See file dsdata.pdf to determine how the superseded data were derived.
 GG0213
 GG0213_MARKER: DB = BENCH MARK DISK
 GG0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0213_STAMPING: N 31 1934
 GG0213_MARK LOGO: CGS
 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   CGS
 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 COAST AND GEODETIC SURVEY 1961
 GG0213'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GG0903 ***********************************************************************
 GG0903  DESIGNATION -  N 310
 GG0903  PID         -  GG0903
 GG0903  STATE/COUNTY-  AR/WASHINGTON
 GG0903  COUNTRY     -  US
 GG0903  USGS QUAD   -  FAYETTEVILLE (2017)
 GG0903
 GG0903                         *CURRENT SURVEY CONTROL
 GG0903  ______________________________________________________________________
 GG0903* NAD 83(1986) POSITION- 36 03 47.0    (N) 094 10 03.6    (W)   HD_HELD2
 GG0903* NAVD 88 ORTHO HEIGHT -   400.942 (meters)     1315.42  (feet) ADJUSTED
 GG0903  ______________________________________________________________________
 GG0903  GEOID HEIGHT    -        -28.075 (meters)                     GEOID18
 GG0903  DYNAMIC HEIGHT  -        400.582 (meters)     1314.24  (feet) COMP
 GG0903  MODELED GRAVITY -    979,721.3   (mgal)                       NAVD 88
 GG0903
 GG0903  VERT ORDER      -  FIRST     CLASS II
 GG0903
 GG0903.The horizontal coordinates were established by autonomous hand held GPS
 GG0903.observations and have an estimated accuracy of +/- 10 meters.
 GG0903
 GG0903.The orthometric height was determined by differential leveling and
 GG0903.adjusted by the NATIONAL GEODETIC SURVEY
 GG0903.in June 1991.
 GG0903
 GG0903.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0903.GEOID18 height accuracy estimate available here.
 GG0903
 GG0903.Click photographs - Photos may exist for this station.
 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     -   194,051.      204,732.      MT  (+/- 10 meters HH2 GPS)
 GG0903
 GG0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9484291573(NAD 83)
 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
 GG0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0903.See file dsdata.pdf to determine how the superseded data were derived.
 GG0903
 GG0903_MARKER: DV = VERTICAL CONTROL DISK
 GG0903_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GG0903_SP_SET: BRIDGE ABUTMENT
 GG0903_STAMPING: N 310 1989
 GG0903_MARK LOGO: NGS
 GG0903_MAGNETIC: N = NO MAGNETIC MATERIAL
 GG0903_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GG0903_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0903+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2013
 GG0903
 GG0903  HISTORY     - Date     Condition        Report By
 GG0903  HISTORY     - 1989     MONUMENTED       NGS
 GG0903  HISTORY     - 20050415 GOOD             GEOCAC
 GG0903  HISTORY     - 20130130 GOOD             ARHD
 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.
 GG0903
 GG0903                          STATION RECOVERY (2013)
 GG0903
 GG0903'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (JDH)
 GG0903'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FH1208 ***********************************************************************
 FH1208  DESIGNATION -  N 311
 FH1208  PID         -  FH1208
 FH1208  STATE/COUNTY-  AR/CRAWFORD
 FH1208  COUNTRY     -  US
 FH1208  USGS QUAD   -  RUDY (2017)
 FH1208
 FH1208                         *CURRENT SURVEY CONTROL
 FH1208  ______________________________________________________________________
 FH1208* NAD 83(1986) POSITION- 35 30 30.     (N) 094 17 20.     (W)   SCALED
 FH1208* NAVD 88 ORTHO HEIGHT -   150.511 (meters)      493.80  (feet) ADJUSTED
 FH1208  ______________________________________________________________________
 FH1208  GEOID HEIGHT    -        -29.500 (meters)                     GEOID18
 FH1208  DYNAMIC HEIGHT  -        150.371 (meters)      493.34  (feet) COMP
 FH1208  MODELED GRAVITY -    979,699.5   (mgal)                       NAVD 88
 FH1208
 FH1208  VERT ORDER      -  FIRST     CLASS II
 FH1208
 FH1208.The horizontal coordinates were scaled from a map and have
 FH1208.an estimated accuracy of +/- 6 seconds.
 FH1208
 FH1208.The orthometric height was determined by differential leveling and
 FH1208.adjusted by the NATIONAL GEODETIC SURVEY
 FH1208.in June 1991.
 FH1208
 FH1208.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1208.GEOID18 height accuracy estimate available here.
 FH1208
 FH1208.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV831301(NAD 83)
 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
 FH1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1208.See file dsdata.pdf to determine how the superseded data were derived.
 FH1208
 FH1208_MARKER: I = METAL ROD
 FH1208_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 - April 07, 2014
 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  HISTORY     - 20140407 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 DEPARTMENT OF TRANSPORTATION 2006 (VJB)
 FH1208'RECOVERED IN GOOD CONDITION.
 FH1208
 FH1208                          STATION RECOVERY (2014)
 FH1208
 FH1208'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (AMC)
 FH1208'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FH1230 ***********************************************************************
 FH1230  DESIGNATION -  N 312
 FH1230  PID         -  FH1230
 FH1230  STATE/COUNTY-  AR/CRAWFORD
 FH1230  COUNTRY     -  US
 FH1230  USGS QUAD   -  MOUNTAINBURG (2017)
 FH1230
 FH1230                         *CURRENT SURVEY CONTROL
 FH1230  ______________________________________________________________________
 FH1230* NAD 83(1986) POSITION- 35 43 05.9    (N) 094 08 21.0    (W)   HD_HELD2
 FH1230* NAVD 88 ORTHO HEIGHT -   517.907 (meters)     1699.17  (feet) ADJUSTED
 FH1230  ______________________________________________________________________
 FH1230  GEOID HEIGHT    -        -28.452 (meters)                     GEOID18
 FH1230  DYNAMIC HEIGHT  -        517.418 (meters)     1697.56  (feet) COMP
 FH1230  MODELED GRAVITY -    979,671.9   (mgal)                       NAVD 88
 FH1230
 FH1230  VERT ORDER      -  FIRST     CLASS II
 FH1230
 FH1230.The horizontal coordinates were established by autonomous hand held GPS
 FH1230.observations and have an estimated accuracy of +/- 10 meters.
 FH1230
 FH1230.The orthometric height was determined by differential leveling and
 FH1230.adjusted by the NATIONAL GEODETIC SURVEY
 FH1230.in June 1991.
 FH1230
 FH1230.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1230.GEOID18 height accuracy estimate available here.
 FH1230
 FH1230.Click photographs - Photos may exist for this station.
 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     -   155,754.      206,468.      MT  (+/- 10 meters HH2 GPS)
 FH1230
 FH1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9696353303(NAD 83)
 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
 FH1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1230.See file dsdata.pdf to determine how the superseded data were derived.
 FH1230
 FH1230_MARKER: DV = VERTICAL CONTROL DISK
 FH1230_SETTING: 66 = SET IN ROCK OUTCROP
 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 - April 06, 2016
 FH1230
 FH1230  HISTORY     - Date     Condition        Report By
 FH1230  HISTORY     - 1989     MONUMENTED       NGS
 FH1230  HISTORY     - 20160406 GOOD             ARHD
 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.
 FH1230
 FH1230                          STATION RECOVERY (2016)
 FH1230
 FH1230'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (VJB)
 FH1230'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GE1256 ***********************************************************************
 GE1256  DESIGNATION -  N 313
 GE1256  PID         -  GE1256
 GE1256  STATE/COUNTY-  AR/SHARP
 GE1256  COUNTRY     -  US
 GE1256  USGS QUAD   -  HARDY (2017)
 GE1256
 GE1256                         *CURRENT SURVEY CONTROL
 GE1256  ______________________________________________________________________
 GE1256* NAD 83(1986) POSITION- 36 20 06.     (N) 091 29 31.     (W)   SCALED
 GE1256* NAVD 88 ORTHO HEIGHT -   187.688 (meters)      615.77  (feet) ADJUSTED
 GE1256  ______________________________________________________________________
 GE1256  GEOID HEIGHT    -        -28.427 (meters)                     GEOID18
 GE1256  DYNAMIC HEIGHT  -        187.531 (meters)      615.26  (feet) COMP
 GE1256  MODELED GRAVITY -    979,796.6   (mgal)                       NAVD 88
 GE1256
 GE1256  VERT ORDER      -  FIRST     CLASS II
 GE1256
 GE1256.The horizontal coordinates were scaled from a map and have
 GE1256.an estimated accuracy of +/- 6 seconds.
 GE1256
 GE1256.The orthometric height was determined by differential leveling and
 GE1256.adjusted by the NATIONAL GEODETIC SURVEY
 GE1256.in January 1995.
 GE1256
 GE1256.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE1256.GEOID18 height accuracy estimate available here.
 GE1256
 GE1256.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA353221(NAD 83)
 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
 GE1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1256.See file dsdata.pdf to determine how the superseded data were derived.
 GE1256
 GE1256_MARKER: DV = VERTICAL CONTROL DISK
 GE1256_SETTING: 66 = SET IN ROCK OUTCROP
 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 SUITABLE FOR
 GE1256+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2021
 GE1256
 GE1256  HISTORY     - Date     Condition        Report By
 GE1256  HISTORY     - 1990     MONUMENTED       NGS
 GE1256  HISTORY     - 20210830 GOOD             ARHD
 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.
 GE1256
 GE1256                          STATION RECOVERY (2021)
 GE1256
 GE1256'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2021 (JH)
 GE1256'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF2182 ***********************************************************************
 FF2182  HT_MOD      -  This is a Height Modernization Survey Station.
 FF2182  DESIGNATION -  N 314
 FF2182  PID         -  FF2182
 FF2182  STATE/COUNTY-  AR/POINSETT
 FF2182  COUNTRY     -  US
 FF2182  USGS QUAD   -  MARKED TREE (2017)
 FF2182
 FF2182                         *CURRENT SURVEY CONTROL
 FF2182  ______________________________________________________________________
 FF2182* NAD 83(2011) POSITION- 35 31 41.46621(N) 090 26 58.54532(W)   ADJUSTED
 FF2182* NAD 83(2011) ELLIP HT-    37.692 (meters)        (06/27/12)   ADJUSTED
 FF2182* NAD 83(2011) EPOCH   -  2010.00
 FF2182* NAVD 88 ORTHO HEIGHT -    65.50  (meters)      214.9   (feet) GPS OBS
 FF2182  ______________________________________________________________________
 FF2182  NAVD 88 orthometric height was determined with geoid model    GEOID03
 FF2182  GEOID HEIGHT    -        -27.766 (meters)                     GEOID03
 FF2182  GEOID HEIGHT    -        -27.697 (meters)                     GEOID18
 FF2182  NAD 83(2011) X  -    -40,777.132 (meters)                     COMP
 FF2182  NAD 83(2011) Y  - -5,196,465.331 (meters)                     COMP
 FF2182  NAD 83(2011) Z  -  3,685,735.282 (meters)                     COMP
 FF2182  LAPLACE CORR    -         -0.18  (seconds)                    DEFLEC18
 FF2182
 FF2182  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FF2182  Standards:
 FF2182         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FF2182            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FF2182  -------------------------------------------------------------------
 FF2182  NETWORK    1.11   1.78           0.48   0.42   0.91     -0.08773111
 FF2182  -------------------------------------------------------------------
 FF2182  Click here for local accuracies and other accuracy information.
 FF2182
 FF2182.The horizontal coordinates were established by GPS observations
 FF2182.and adjusted by the National Geodetic Survey in June 2012.
 FF2182
 FF2182.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FF2182.been affixed to the stable North American tectonic plate. See 
 FF2182.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FF2182
 FF2182.The horizontal coordinates are valid at the epoch date displayed above
 FF2182.which is a decimal equivalence of Year/Month/Day.
 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.
 FF2182
 FF2182.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF2182.GEOID18 height accuracy estimate available here.
 FF2182
 FF2182.Click photographs - Photos may exist for this station.
 FF2182
 FF2182.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF2182
 FF2182.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF2182
 FF2182.The ellipsoidal height was determined by GPS observations
 FF2182.and is referenced to NAD 83.
 FF2182
 FF2182. The following values were computed from the NAD 83(2011) position.
 FF2182
 FF2182;                    North         East     Units Scale Factor Converg.
 FF2182;SPC AR N     -   133,665.471   540,603.311   MT  0.99993641   +0 54 07.8
 FF2182;SPC AR N     -   438,534.13  1,773,629.36   sFT  0.99993641   +0 54 07.8
 FF2182;UTM  15      - 3,934,611.303   731,248.224   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV3124834611(NAD 83)
 FF2182
 FF2182                          SUPERSEDED SURVEY CONTROL
 FF2182
 FF2182  NAD 83(2007)-  35 31 41.46622(N)    090 26 58.54634(W) AD(2002.00) 0
 FF2182  ELLIP H (02/10/07)   37.714  (m)                       GP(2002.00)    
 FF2182  NAD 83(1997)-  35 31 41.46600(N)    090 26 58.54599(W) AD(       ) B
 FF2182  ELLIP H (04/05/04)   37.695  (m)                       GP(       ) 3 1
 FF2182  NAVD 88              65.41   (m)          214.6    (f) LEVELING    3  
 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
 FF2182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2182.See file dsdata.pdf to determine how the superseded data were derived.
 FF2182
 FF2182_MARKER: I = METAL ROD
 FF2182_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 - August 03, 2007
 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  HISTORY     - 20070803 GOOD             USACE
 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
 FF2182
 FF2182                          STATION RECOVERY (2007)
 FF2182
 FF2182'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2007 (JMH)
 FF2182'UTILITY POLE GONE, MARK IS 2.5FT SOUTH OF RIGHT OF WAY FENCE
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF2208 ***********************************************************************
 FF2208  DESIGNATION -  N 315
 FF2208  PID         -  FF2208
 FF2208  STATE/COUNTY-  AR/LAWRENCE
 FF2208  COUNTRY     -  US
 FF2208  USGS QUAD   -  PODO CREEK (2017)
 FF2208
 FF2208                         *CURRENT SURVEY CONTROL
 FF2208  ______________________________________________________________________
 FF2208* NAD 83(1986) POSITION- 35 59 28.     (N) 090 52 48.     (W)   SCALED
 FF2208* NAVD 88 ORTHO HEIGHT -    80.908 (meters)      265.45  (feet) ADJUSTED
 FF2208  ______________________________________________________________________
 FF2208  GEOID HEIGHT    -        -27.949 (meters)                     GEOID18
 FF2208  DYNAMIC HEIGHT  -         80.841 (meters)      265.23  (feet) COMP
 FF2208  MODELED GRAVITY -    979,804.9   (mgal)                       NAVD 88
 FF2208
 FF2208  VERT ORDER      -  FIRST     CLASS II
 FF2208
 FF2208.The horizontal coordinates were scaled from a map and have
 FF2208.an estimated accuracy of +/- 6 seconds.
 FF2208
 FF2208.The orthometric height was determined by differential leveling and
 FF2208.adjusted by the NATIONAL GEODETIC SURVEY
 FF2208.in January 1995.
 FF2208
 FF2208.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF2208.GEOID18 height accuracy estimate available here.
 FF2208
 FF2208.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV911850(NAD 83)
 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
 FF2208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2208.See file dsdata.pdf to determine how the superseded data were derived.
 FF2208
 FF2208_MARKER: I = METAL ROD
 FF2208_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 GE1233 ***********************************************************************
 GE1233  DESIGNATION -  N 316
 GE1233  PID         -  GE1233
 GE1233  STATE/COUNTY-  AR/LAWRENCE
 GE1233  COUNTRY     -  US
 GE1233  USGS QUAD   -  RAVENDEN (2017)
 GE1233
 GE1233                         *CURRENT SURVEY CONTROL
 GE1233  ______________________________________________________________________
 GE1233* NAD 83(1986) POSITION- 36 14 15.21   (N) 091 15 17.33   (W)   HD_HELD1
 GE1233* NAVD 88 ORTHO HEIGHT -    99.532 (meters)      326.55  (feet) ADJUSTED
 GE1233  ______________________________________________________________________
 GE1233  GEOID HEIGHT    -        -28.335 (meters)                     GEOID18
 GE1233  DYNAMIC HEIGHT  -         99.450 (meters)      326.28  (feet) COMP
 GE1233  MODELED GRAVITY -    979,805.1   (mgal)                       NAVD 88
 GE1233
 GE1233  VERT ORDER      -  FIRST     CLASS II
 GE1233
 GE1233.The horizontal coordinates were determined by differentially corrected
 GE1233.hand held GPS observations or other comparable positioning techniques
 GE1233.and have an estimated accuracy of +/- 3 meters.
 GE1233
 GE1233.The orthometric height was determined by differential leveling and
 GE1233.adjusted by the NATIONAL GEODETIC SURVEY
 GE1233.in January 1995.
 GE1233
 GE1233.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE1233.GEOID18 height accuracy estimate available here.
 GE1233
 GE1233.Click photographs - Photos may exist for this station.
 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     -   211,518.3     466,986.1     MT  (+/- 3 meters HH1 GPS) 
 GE1233
 GE1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA5682311709(NAD 83)
 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
 GE1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1233.See file dsdata.pdf to determine how the superseded data were derived.
 GE1233
 GE1233_MARKER: I = METAL ROD
 GE1233_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 - May 05, 2015
 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  HISTORY     - 20150505 GOOD             ARHD
 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.
 GE1233
 GE1233                          STATION RECOVERY (2015)
 GE1233
 GE1233'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 GE1233'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GE0125 ***********************************************************************
 GE0125  DESIGNATION -  N 32
 GE0125  PID         -  GE0125
 GE0125  STATE/COUNTY-  AR/GREENE
 GE0125  COUNTRY     -  US
 GE0125  USGS QUAD   -  PARAGOULD EAST (2017)
 GE0125
 GE0125                         *CURRENT SURVEY CONTROL
 GE0125  ______________________________________________________________________
 GE0125* NAD 83(1986) POSITION- 36 05 49.     (N) 090 29 02.     (W)   SCALED
 GE0125* NAVD 88 ORTHO HEIGHT -    89.328 (meters)      293.07  (feet) ADJUSTED
 GE0125  ______________________________________________________________________
 GE0125  GEOID HEIGHT    -        -28.263 (meters)                     GEOID18
 GE0125  DYNAMIC HEIGHT  -         89.254 (meters)      292.83  (feet) COMP
 GE0125  MODELED GRAVITY -    979,797.5   (mgal)                       NAVD 88
 GE0125
 GE0125  VERT ORDER      -  FIRST     CLASS II
 GE0125
 GE0125.The horizontal coordinates were scaled from a map and have
 GE0125.an estimated accuracy of +/- 6 seconds.
 GE0125
 GE0125.The orthometric height was determined by differential leveling and
 GE0125.adjusted by the NATIONAL GEODETIC SURVEY
 GE0125.in June 1991.
 GE0125
 GE0125.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0125.GEOID18 height accuracy estimate available here.
 GE0125
 GE0125.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV265976(NAD 83)
 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
 GE0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0125.See file dsdata.pdf to determine how the superseded data were derived.
 GE0125
 GE0125_MARKER: DB = BENCH MARK DISK
 GE0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0125_STAMPING: N 32 1933
 GE0125_MARK LOGO: CGS
 GE0125_PROJECTION: RECESSED 3 CENTIMETERS
 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             CGS
 GE0125  HISTORY     - 1981     MARK NOT FOUND   USGS
 GE0125
 GE0125                          STATION DESCRIPTION
 GE0125
 GE0125'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DQ4570 ***********************************************************************
 DQ4570  DESIGNATION -  N 320 RESET
 DQ4570  PID         -  DQ4570
 DQ4570  STATE/COUNTY-  AR/PULASKI
 DQ4570  COUNTRY     -  US
 DQ4570  USGS QUAD   -  LITTLE ROCK (2017)
 DQ4570
 DQ4570                         *CURRENT SURVEY CONTROL
 DQ4570  ______________________________________________________________________
 DQ4570* NAD 83(1986) POSITION- 34 40 42.4    (N) 092 21 38.9    (W)   HD_HELD2
 DQ4570* NAVD 88 ORTHO HEIGHT -    95.165 (meters)      312.22  (feet) ADJUSTED
 DQ4570  ______________________________________________________________________
 DQ4570  GEOID HEIGHT    -        -26.499 (meters)                     GEOID18
 DQ4570  DYNAMIC HEIGHT  -         95.077 (meters)      311.93  (feet) COMP
 DQ4570  MODELED GRAVITY -    979,711.9   (mgal)                       NAVD 88
 DQ4570
 DQ4570  VERT ORDER      -  FIRST     CLASS II
 DQ4570
 DQ4570.The horizontal coordinates were established by autonomous hand held GPS
 DQ4570.observations and have an estimated accuracy of +/- 10 meters.
 DQ4570
 DQ4570.The orthometric height was determined by differential leveling and
 DQ4570.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4570.in April 2017.
 DQ4570
 DQ4570.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4570.GEOID18 height accuracy estimate available here.
 DQ4570
 DQ4570.Click photographs - Photos may exist for this station.
 DQ4570
 DQ4570.The dynamic height is computed by dividing the NAVD 88
 DQ4570.geopotential number by the normal gravity value computed on the
 DQ4570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4570.degrees latitude (g = 980.6199 gals.).
 DQ4570
 DQ4570.The modeled gravity was interpolated from observed gravity values.
 DQ4570
 DQ4570;                    North         East    Units  Estimated Accuracy
 DQ4570;SPC AR S     -   623,195.      366,935.      MT  (+/- 10 meters HH2 GPS)
 DQ4570
 DQ4570_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5855537570(NAD 83)
 DQ4570
 DQ4570                          SUPERSEDED SURVEY CONTROL
 DQ4570
 DQ4570.No superseded survey control is available for this station.
 DQ4570
 DQ4570_MARKER: DB = BENCH MARK DISK
 DQ4570_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DQ4570_SP_SET: BRIDGE PARAPET WALL
 DQ4570_STAMPING: N 320 RESET 2017
 DQ4570_MARK LOGO: ARHD
 DQ4570_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ4570_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ4570_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ4570+SATELLITE: SATELLITE OBSERVATIONS - January 03, 2017
 DQ4570
 DQ4570  HISTORY     - Date     Condition        Report By
 DQ4570  HISTORY     - 20170103 MONUMENTED       ARHD
 DQ4570
 DQ4570                          STATION DESCRIPTION
 DQ4570
 DQ4570'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2017 (JDH)
 DQ4570'THE STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) WEST OF SWEET HOME, 6.2
 DQ4570'MI (10.0 KM) SOUTHWEST OF LITTLE ROCK AND 5.7 MI (9.2 KM) NORTHEAST OF
 DQ4570'ALEXANDER.  THE MARK IS LOCATED ABOUT 3.0 MI (4.8 KM) SOUTHWEST OF
 DQ4570'LITTLE ROCK ARKANSAS.OWNERSHIP--ROAD RIGHT-OF-WAY.    THE STATION IS
 DQ4570'LOCATED AT THE INTERSECTION OF US INTERSTATE HIGHWAY 30 AND CITY
 DQ4570'STREET CHICOT ROAD, IN THE NORTHEAST BRIDGE PARAPET WALL OF THE SOUTH
 DQ4570'BOUND LANES ON THE NORTH SIDE OF OVERPASS OF INTERSTATE 30 ON CHICOT
 DQ4570'ROAD.
 DQ4570'
 DQ4570'IT IS 6.8 M (22.3 FT) EAST OF THE CENTER LINE OF CHICOT ROAD, 6.5 M
 DQ4570'(21.3 FT) SOUTH OF NORTH END OF WING WALL OF BRIDGE AND 1.0 M (3.3 FT)
 DQ4570'HIGHER THAN THE ROAD SURFACE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK2872 ***********************************************************************
 DK2872  DESIGNATION -  N 321
 DK2872  PID         -  DK2872
 DK2872  STATE/COUNTY-  AR/PULASKI
 DK2872  COUNTRY     -  US
 DK2872  USGS QUAD   -  NORTH LITTLE ROCK (2017)
 DK2872
 DK2872                         *CURRENT SURVEY CONTROL
 DK2872  ______________________________________________________________________
 DK2872* NAD 83(1986) POSITION- 34 46 53.     (N) 092 19 33.     (W)   SCALED
 DK2872* NAVD 88 ORTHO HEIGHT -    78.325 (meters)      256.97  (feet) ADJUSTED
 DK2872  ______________________________________________________________________
 DK2872  GEOID HEIGHT    -        -26.767 (meters)                     GEOID18
 DK2872  DYNAMIC HEIGHT  -         78.252 (meters)      256.73  (feet) COMP
 DK2872  MODELED GRAVITY -    979,698.8   (mgal)                       NAVD 88
 DK2872
 DK2872  VERT ORDER      -  FIRST     CLASS II
 DK2872
 DK2872.The horizontal coordinates were scaled from a map and have
 DK2872.an estimated accuracy of +/- 6 seconds.
 DK2872
 DK2872.The orthometric height was determined by differential leveling and
 DK2872.adjusted by the NATIONAL GEODETIC SURVEY
 DK2872.in May 2008.
 DK2872
 DK2872.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK2872.GEOID18 height accuracy estimate available here.
 DK2872
 DK2872.Click photographs - Photos may exist for this station.
 DK2872
 DK2872.The dynamic height is computed by dividing the NAVD 88
 DK2872.geopotential number by the normal gravity value computed on the
 DK2872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2872.degrees latitude (g = 980.6199 gals.).
 DK2872
 DK2872.The modeled gravity was interpolated from observed gravity values.
 DK2872
 DK2872;                    North         East    Units  Estimated Accuracy
 DK2872;SPC AR S     -   634,610.      370,180.      MT  (+/- 180 meters Scaled)
 DK2872
 DK2872_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU616490(NAD 83)
 DK2872
 DK2872                          SUPERSEDED SURVEY CONTROL
 DK2872
 DK2872.No superseded survey control is available for this station.
 DK2872
 DK2872_MARKER: DD = SURVEY DISK
 DK2872_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DK2872_SP_SET: HEADWALL
 DK2872_STAMPING: N 321 2007
 DK2872_MARK LOGO: ARHD
 DK2872_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK2872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK2872+STABILITY: SURFACE MOTION
 DK2872_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2872+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2024
 DK2872
 DK2872  HISTORY     - Date     Condition        Report By
 DK2872  HISTORY     - 20070411 MONUMENTED       ARHD
 DK2872  HISTORY     - 20120508 GOOD             ARHD
 DK2872  HISTORY     - 20150803 GOOD             USACEL
 DK2872  HISTORY     - 20241112 GOOD             USGS
 DK2872
 DK2872                          STATION DESCRIPTION
 DK2872
 DK2872'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2007
 DK2872'THE MARK IS LOCATED ABOUT 1.0 MILES WEST OF LITTLE ROCK ARKANSAS AT
 DK2872'MURRAY PARK.OWNERSHIP--ROAD RIGHT-OF-WAY.
 DK2872'
 DK2872'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 10 AND REBSAMEN PARK
 DK2872'ROAD AND RIVERFRONT DRIVE IN LITTLE ROCK, GO NORTH ON REBSAMEN PARK
 DK2872'ROAD 2.3 MILES TO THE STATION ON THE RIGHT, SET IN A CONCRETE
 DK2872'HEADWALL.
 DK2872'
 DK2872'10.4 METERS SOUTHEAST OF A LIGHT POLE, 7.8 METERS SOUTHWEST OF A
 DK2872'JUNCTION BOX, 6.4 METERS NORTH OF THE CENTER OF ROAD, AND 2.3 METERS
 DK2872'SOUTH OF EDGE OF CONCRETE.
 DK2872
 DK2872                          STATION RECOVERY (2012)
 DK2872
 DK2872'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (JDH)
 DK2872'RECOVERED AS DESCRIBED.
 DK2872
 DK2872                          STATION RECOVERY (2015)
 DK2872
 DK2872'RECOVERY NOTE BY USACE LITTLE ROCK 2015 (SCC)
 DK2872'RECOVERED IN GOOD CONDITION.
 DK2872
 DK2872                          STATION RECOVERY (2024)
 DK2872
 DK2872'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2024 (EL)
 DK2872'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR9570 ***********************************************************************
 DR9570  HT_MOD      -  This is a Height Modernization Survey Station.
 DR9570  DESIGNATION -  N 325
 DR9570  PID         -  DR9570
 DR9570  STATE/COUNTY-  AR/UNION
 DR9570  COUNTRY     -  US
 DR9570  USGS QUAD   -  EL DORADO WEST (2017)
 DR9570
 DR9570                         *CURRENT SURVEY CONTROL
 DR9570  ______________________________________________________________________
 DR9570* NAD 83(2011) POSITION- 33 14 00.51041(N) 092 39 56.35542(W)   ADJUSTED
 DR9570* NAD 83(2011) ELLIP HT-    36.069 (meters)        (10/12/23)   ADJUSTED
 DR9570* NAD 83(2011) EPOCH   -  2010.00
 DR9570* NAVD 88 ORTHO HEIGHT -    62.33  (meters)      204.5   (feet) GPS OBS
 DR9570  ______________________________________________________________________
 DR9570  GEOID HEIGHT    -        -26.282 (meters)                     GEOID18
 DR9570  NAD 83(2011) X  -   -248,367.560 (meters)                     COMP
 DR9570  NAD 83(2011) Y  - -5,334,579.288 (meters)                     COMP
 DR9570  NAD 83(2011) Z  -  3,475,666.080 (meters)                     COMP
 DR9570  LAPLACE CORR    -          0.24  (seconds)                    DEFLEC18
 DR9570
 DR9570  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR9570  Standards:
 DR9570         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR9570            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR9570  -------------------------------------------------------------------
 DR9570  NETWORK    0.86   1.61           0.38   0.32   0.82      0.15943605
 DR9570  -------------------------------------------------------------------
 DR9570  Click here for local accuracies and other accuracy information.
 DR9570
 DR9570.The horizontal coordinates were established by GPS observations
 DR9570.and adjusted by the ARKANSAS DEPT OF TRANS in October 2023.
 DR9570
 DR9570.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR9570.been affixed to the stable North American tectonic plate. See 
 DR9570.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR9570
 DR9570.The horizontal coordinates are valid at the epoch date displayed above
 DR9570.which is a decimal equivalence of Year/Month/Day.
 DR9570
 DR9570.The orthometric height was determined by GPS observations and a
 DR9570.high-resolution geoid model using precise GPS observation and
 DR9570.processing techniques.
 DR9570
 DR9570.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9570.GEOID18 height accuracy estimate available here.
 DR9570
 DR9570.Click photographs - Photos may exist for this station.
 DR9570
 DR9570.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR9570
 DR9570.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR9570
 DR9570.The ellipsoidal height was determined by GPS observations
 DR9570.and is referenced to NAD 83.
 DR9570
 DR9570. The following values were computed from the NAD 83(2011) position.
 DR9570
 DR9570;                    North         East     Units Scale Factor Converg.
 DR9570;SPC AR S     -   463,069.084   337,956.306   MT  1.00001542   -0 22 21.2
 DR9570;SPC AR S     - 1,519,252.49  1,108,778.31   sFT  1.00001542   -0 22 21.2
 DR9570;UTM  15      - 3,677,220.315   531,150.734   MT  0.99961196   +0 10 59.7
 DR9570
 DR9570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR9570!SPC AR S     -   0.99999434  x   1.00001542  =   1.00000976
 DR9570!UTM  15      -   0.99999434  x   0.99961196  =   0.99960630
 DR9570
 DR9570_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS3115077220(NAD 83)
 DR9570
 DR9570                          SUPERSEDED SURVEY CONTROL
 DR9570
 DR9570.No superseded survey control is available for this station.
 DR9570
 DR9570_MARKER: DB = BENCH MARK DISK
 DR9570_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR9570_SP_SET: CATCH BASON
 DR9570_STAMPING: N 325 2009
 DR9570_MARK LOGO: ARHD
 DR9570_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR9570_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR9570_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9570+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2023
 DR9570
 DR9570  HISTORY     - Date     Condition        Report By
 DR9570  HISTORY     - 20220101 MONUMENTED       MDSHA
 DR9570  HISTORY     - 20231012 GOOD             ARHD
 DR9570
 DR9570                          STATION DESCRIPTION
 DR9570
 DR9570'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2023 (JDH)
 DR9570'THE MARK IS LOCATED ABOUT 9.7 MI (15.6 KM) EAST-SOUTHEAST OF LISBON,
 DR9570'9.7 MI (15.6 KM) SOUTH-SOUTHEAST OF SMACKOVER AND 1.8 MI (2.9 KM)
 DR9570'NORTH OF EL DORADO.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR9570'
 DR9570'TO REACH FROM THE INTERSECTION OF US HIGHWAY 82 BUS AND US HIGHWAY 167
 DR9570'BUS, HEAD NORTH ALONG HIGHWAY 167 BUS FOR 1.80 MI (2.90 KM) TO THE
 DR9570'STATION ON THE.
 DR9570'
 DR9570'IT IS IN THE NORTHEAST CORNER OF A CONCRETE CATCH BASON, 32 FT (9.8 M)
 DR9570'NORTHWEST OF A CATCH BASON MAN HOLE, 23 FT (7.0 M) NORTH OF A CONCRETE
 DR9570'CURB, 2 FT (0.6 M) SOUTHEAST OF A CONCRETE CURB.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO4791 ***********************************************************************
 DO4791  DESIGNATION -  N 326
 DO4791  PID         -  DO4791
 DO4791  STATE/COUNTY-  AR/POPE
 DO4791  COUNTRY     -  US
 DO4791  USGS QUAD   -  RUSSELLVILLE EAST (2017)
 DO4791
 DO4791                         *CURRENT SURVEY CONTROL
 DO4791  ______________________________________________________________________
 DO4791* NAD 83(1986) POSITION- 35 16 17.7    (N) 093 05 27.7    (W)   HD_HELD2
 DO4791* NAVD 88 ORTHO HEIGHT -   120.971 (meters)      396.89  (feet) ADJUSTED
 DO4791  ______________________________________________________________________
 DO4791  GEOID HEIGHT    -        -29.090 (meters)                     GEOID18
 DO4791  DYNAMIC HEIGHT  -        120.857 (meters)      396.51  (feet) COMP
 DO4791  MODELED GRAVITY -    979,686.8   (mgal)                       NAVD 88
 DO4791
 DO4791  VERT ORDER      -  FIRST     CLASS II
 DO4791
 DO4791.The horizontal coordinates were established by autonomous hand held GPS
 DO4791.observations and have an estimated accuracy of +/- 10 meters.
 DO4791
 DO4791.The orthometric height was determined by differential leveling and
 DO4791.adjusted by the NATIONAL GEODETIC SURVEY
 DO4791.in April 2013.
 DO4791
 DO4791.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO4791.GEOID18 height accuracy estimate available here.
 DO4791
 DO4791.Click photographs - Photos may exist for this station.
 DO4791
 DO4791.The dynamic height is computed by dividing the NAVD 88
 DO4791.geopotential number by the normal gravity value computed on the
 DO4791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO4791.degrees latitude (g = 980.6199 gals.).
 DO4791
 DO4791.The modeled gravity was interpolated from observed gravity values.
 DO4791
 DO4791;                    North         East    Units  Estimated Accuracy
 DO4791;SPC AR N     -   104,641.      300,739.      MT  (+/- 10 meters HH2 GPS)
 DO4791
 DO4791_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV9172103165(NAD 83)
 DO4791
 DO4791                          SUPERSEDED SURVEY CONTROL
 DO4791
 DO4791.No superseded survey control is available for this station.
 DO4791
 DO4791_MARKER: DV = VERTICAL CONTROL DISK
 DO4791_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DO4791_SP_SET: DROP INLET
 DO4791_STAMPING: N 326 2009
 DO4791_MARK LOGO: ARHD
 DO4791_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO4791_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO4791_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO4791+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2009
 DO4791
 DO4791  HISTORY     - Date     Condition        Report By
 DO4791  HISTORY     - 20090506 MONUMENTED       ARHD
 DO4791
 DO4791                          STATION DESCRIPTION
 DO4791
 DO4791'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2009 (DS)
 DO4791'THE STATION IS LOCATED ABOUT 1.0 MI (1.6 KM) EAST OF
 DO4791'RUSSELLVILLE.OWNERSHIP--ROAD RIGHT-OF-WAY.
 DO4791'
 DO4791'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 64 AND STATE ROAD 324
 DO4791'EAST OF RUSSELLVILLE, GO EAST ON ROAD 324 FOR 0.4 MI (0.6 KM) TO THE
 DO4791'STATION ON THE LEFT.    IT IS 8.9 M (29.2 FT) NORTHEAST OF THE CENTER
 DO4791'OF THE ROAD, 3.9 M (12.8 FT) NORTHWEST OF A FIBERGLASS WITNESS POST.
 DO4791'IT IS 22.5 M (73.8 FT) SOUTHEAST OF A CONCRETE DRIVE AND 4 M (13.1 FT)
 DO4791'NORTH OF THE SOUTH EDGE OF A CONCRETE HEADWALL.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FE1851 ***********************************************************************
 FE1851  DESIGNATION -  N 33
 FE1851  PID         -  FE1851
 FE1851  STATE/COUNTY-  AR/MISSISSIPPI
 FE1851  COUNTRY     -  US
 FE1851  USGS QUAD   -  BLYTHEVILLE (2017)
 FE1851
 FE1851                         *CURRENT SURVEY CONTROL
 FE1851  ______________________________________________________________________
 FE1851* NAD 83(1986) POSITION- 35 54 17.     (N) 089 57 35.     (W)   SCALED
 FE1851* NAVD 88 ORTHO HEIGHT -    75.260 (meters)      246.92  (feet) ADJUSTED
 FE1851  ______________________________________________________________________
 FE1851  GEOID HEIGHT    -        -28.058 (meters)                     GEOID18
 FE1851  DYNAMIC HEIGHT  -         75.196 (meters)      246.71  (feet) COMP
 FE1851  MODELED GRAVITY -    979,791.0   (mgal)                       NAVD 88
 FE1851
 FE1851  VERT ORDER      -  FIRST     CLASS II
 FE1851
 FE1851.The horizontal coordinates were scaled from a map and have
 FE1851.an estimated accuracy of +/- 6 seconds.
 FE1851
 FE1851.The orthometric height was determined by differential leveling and
 FE1851.adjusted by the NATIONAL GEODETIC SURVEY
 FE1851.in June 1991.
 FE1851
 FE1851.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE1851.GEOID18 height accuracy estimate available here.
 FE1851
 FE1851.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE328774(NAD 83)
 FE1851
 FE1851                          SUPERSEDED SURVEY CONTROL
 FE1851
 FE1851  NGVD 29 (11/26/84)   75.216  (m)          246.77   (f) ADJUSTED    1 2
 FE1851
 FE1851.Superseded values are not recommended for survey control.
 FE1851
 FE1851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1851.See file dsdata.pdf to determine how the superseded data were derived.
 FE1851
 FE1851_MARKER: DB = BENCH MARK DISK
 FE1851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1851_STAMPING: N 33 1933
 FE1851_MARK LOGO: CGS
 FE1851_PROJECTION: RECESSED 5 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 DO2571 ***********************************************************************
 DO2571  DESIGNATION -  N 330
 DO2571  PID         -  DO2571
 DO2571  STATE/COUNTY-  AR/CRAIGHEAD
 DO2571  COUNTRY     -  US
 DO2571  USGS QUAD   -  JONESBORO (2017)
 DO2571
 DO2571                         *CURRENT SURVEY CONTROL
 DO2571  ______________________________________________________________________
 DO2571* NAD 83(1986) POSITION- 35 48 30.99   (N) 090 43 13.31   (W)   HD_HELD1
 DO2571* NAVD 88 ORTHO HEIGHT -   116.519 (meters)      382.28  (feet) ADJUSTED
 DO2571  ______________________________________________________________________
 DO2571  GEOID HEIGHT    -        -27.782 (meters)                     GEOID18
 DO2571  DYNAMIC HEIGHT  -        116.420 (meters)      381.95  (feet) COMP
 DO2571  MODELED GRAVITY -    979,779.6   (mgal)                       NAVD 88
 DO2571
 DO2571  VERT ORDER      -  FIRST     CLASS II
 DO2571
 DO2571.The horizontal coordinates were determined by differentially corrected
 DO2571.hand held GPS observations or other comparable positioning techniques
 DO2571.and have an estimated accuracy of +/- 3 meters.
 DO2571
 DO2571.The orthometric height was determined by differential leveling and
 DO2571.adjusted by the NATIONAL GEODETIC SURVEY
 DO2571.in February 2013.
 DO2571
 DO2571.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2571.GEOID18 height accuracy estimate available here.
 DO2571
 DO2571.Click photographs - Photos may exist for this station.
 DO2571
 DO2571.The dynamic height is computed by dividing the NAVD 88
 DO2571.geopotential number by the normal gravity value computed on the
 DO2571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2571.degrees latitude (g = 980.6199 gals.).
 DO2571
 DO2571.The modeled gravity was interpolated from observed gravity values.
 DO2571
 DO2571;                    North         East    Units  Estimated Accuracy
 DO2571;SPC AR N     -   164,421.8     515,645.1     MT  (+/- 3 meters HH1 GPS) 
 DO2571
 DO2571_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV0597065118(NAD 83)
 DO2571
 DO2571                          SUPERSEDED SURVEY CONTROL
 DO2571
 DO2571.No superseded survey control is available for this station.
 DO2571
 DO2571_MARKER: DB = BENCH MARK DISK
 DO2571_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DO2571_SP_SET: BRIDGE ABUTMENT
 DO2571_STAMPING: N 330 2011
 DO2571_MARK LOGO: ARHD
 DO2571_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2571_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO2571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2571+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2011
 DO2571
 DO2571  HISTORY     - Date     Condition        Report By
 DO2571  HISTORY     - 20110121 MONUMENTED       ASSOEN
 DO2571
 DO2571                          STATION DESCRIPTION
 DO2571
 DO2571'DESCRIBED BY ASSOCIATED ENGINEERING 2011 (MPM)
 DO2571'THE MARK IS LOCATED ABOUT 8.3 MI (13.4 KM) SOUTHEAST OF BONO, 5.5 MI
 DO2571'(8.8 KM) SOUTHEAST OF HERMAN AND 2.5 MI (4.0 KM) SOUTH-SOUTHWEST OF
 DO2571'JONESBORO.
 DO2571'
 DO2571'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DO2571'
 DO2571'TO REACH FROM THE INTERSECTION OF EAST HIGHLAND DRIVE AND SOUTHWEST
 DO2571'DRIVE HEAD SOUTHWEST ON SOUTHWEST DRIVE 1.2 MI (1.9 KM) TO THE MARK ON
 DO2571'THE LEFT.
 DO2571'
 DO2571'IT IS 102.9 FT (31.4 M) SOUTHWEST OF THE CENTERLINE OF THE SOUTHBOUND
 DO2571'LANES OF HIGHWAY 63, 47.6 FT (14.5 M) NORTHWEST OF THE JUNCTION
 DO2571'ARKANSAS HIGHWAY 18 SIGN, 39.35 FT (12.0 M) SOUTHEAST OF THE
 DO2571'CENTERLINE OF SOUTHWEST DRIVE, 7.6 FT (2.3 M) SOUTHEAST OF A STREET
 DO2571'LIGHT POLE AND SET VERTICALLY IN THE SOUTHEAST FACE OF THE ABUTMENT
 DO2571'AND ABOUT 3 FT (0.9 M) HIGHER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO2595 ***********************************************************************
 DO2595  DESIGNATION -  N 331
 DO2595  PID         -  DO2595
 DO2595  STATE/COUNTY-  AR/CRAIGHEAD
 DO2595  COUNTRY     -  US
 DO2595  USGS QUAD   -  JONESBORO (2017)
 DO2595
 DO2595                         *CURRENT SURVEY CONTROL
 DO2595  ______________________________________________________________________
 DO2595* NAD 83(1986) POSITION- 35 50 49.73   (N) 090 40 37.90   (W)   HD_HELD1
 DO2595* NAVD 88 ORTHO HEIGHT -    93.215 (meters)      305.82  (feet) ADJUSTED
 DO2595  ______________________________________________________________________
 DO2595  GEOID HEIGHT    -        -27.839 (meters)                     GEOID18
 DO2595  DYNAMIC HEIGHT  -         93.136 (meters)      305.56  (feet) COMP
 DO2595  MODELED GRAVITY -    979,781.2   (mgal)                       NAVD 88
 DO2595
 DO2595  VERT ORDER      -  FIRST     CLASS II
 DO2595
 DO2595.The horizontal coordinates were determined by differentially corrected
 DO2595.hand held GPS observations or other comparable positioning techniques
 DO2595.and have an estimated accuracy of +/- 3 meters.
 DO2595
 DO2595.The orthometric height was determined by differential leveling and
 DO2595.adjusted by the NATIONAL GEODETIC SURVEY
 DO2595.in February 2013.
 DO2595
 DO2595.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2595.GEOID18 height accuracy estimate available here.
 DO2595
 DO2595.Click photographs - Photos may exist for this station.
 DO2595
 DO2595.The dynamic height is computed by dividing the NAVD 88
 DO2595.geopotential number by the normal gravity value computed on the
 DO2595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2595.degrees latitude (g = 980.6199 gals.).
 DO2595
 DO2595.The modeled gravity was interpolated from observed gravity values.
 DO2595
 DO2595;                    North         East    Units  Estimated Accuracy
 DO2595;SPC AR N     -   168,748.8     519,488.8     MT  (+/- 3 meters HH1 GPS) 
 DO2595
 DO2595_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV0977069485(NAD 83)
 DO2595
 DO2595                          SUPERSEDED SURVEY CONTROL
 DO2595
 DO2595.No superseded survey control is available for this station.
 DO2595
 DO2595_MARKER: F = FLANGE-ENCASED ROD
 DO2595_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DO2595_STAMPING: N 331 2011
 DO2595_MARK LOGO: NONE
 DO2595_PROJECTION: RECESSED 3 CENTIMETERS
 DO2595_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DO2595_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO2595_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2595+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2010
 DO2595_ROD/PIPE-DEPTH: 3.6 meters
 DO2595_SLEEVE-DEPTH  : 1 meters
 DO2595
 DO2595  HISTORY     - Date     Condition        Report By
 DO2595  HISTORY     - 20101123 MONUMENTED       ASSOEN
 DO2595
 DO2595                          STATION DESCRIPTION
 DO2595
 DO2595'DESCRIBED BY ASSOCIATED ENGINEERING 2010 (MPM)
 DO2595'THE MARK IS LOCATED ABOUT 7.0 MI (11.3 KM) EAST OF HERMAN, 6.5 MI
 DO2595'(10.5 KM) SOUTHWEST OF BROOKLAND AND 1.6 MI (2.6 KM) EAST-NORTHEAST OF
 DO2595'JONESBORO.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DO2595'
 DO2595'TO REACH FROM THE INTERSECTION OF NORTH MAIN STREET AND EAST JOHNSON
 DO2595'AVENUE GO EAST ON EAST JOHNSON AVENUE 1.5 MI (2.4 KM) TO THE MARK ON
 DO2595'THE RIGHT.
 DO2595'
 DO2595'IT IS 76.1 FT (23.2 M) SOUTHEAST OF THE CENTERLINE OF EAST JOHNSON
 DO2595'AVENUE, 53.7 FT (16.4 M) WEST OF THE CENTERLINE OF CARAWAY ROAD, 50.3
 DO2595'FT (15.3 M) NORTH OF A FIRE HYDRANT AND 32.00 FT (9.8 M) SOUTHEAST OF
 DO2595'A POWER LINE POLE.
 DO2595'
 DO2595'NOTE-ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH (13 CM) LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO2623 ***********************************************************************
 DO2623  DESIGNATION -  N 332
 DO2623  PID         -  DO2623
 DO2623  STATE/COUNTY-  AR/CRAIGHEAD
 DO2623  COUNTRY     -  US
 DO2623  USGS QUAD   -  NEEDHAM (2017)
 DO2623
 DO2623                         *CURRENT SURVEY CONTROL
 DO2623  ______________________________________________________________________
 DO2623* NAD 83(1986) POSITION- 35 49 17.55   (N) 090 36 14.11   (W)   HD_HELD1
 DO2623* NAVD 88 ORTHO HEIGHT -    71.927 (meters)      235.98  (feet) ADJUSTED
 DO2623  ______________________________________________________________________
 DO2623  GEOID HEIGHT    -        -27.885 (meters)                     GEOID18
 DO2623  DYNAMIC HEIGHT  -         71.866 (meters)      235.78  (feet) COMP
 DO2623  MODELED GRAVITY -    979,782.1   (mgal)                       NAVD 88
 DO2623
 DO2623  VERT ORDER      -  FIRST     CLASS II
 DO2623
 DO2623.The horizontal coordinates were determined by differentially corrected
 DO2623.hand held GPS observations or other comparable positioning techniques
 DO2623.and have an estimated accuracy of +/- 3 meters.
 DO2623
 DO2623.The orthometric height was determined by differential leveling and
 DO2623.adjusted by the NATIONAL GEODETIC SURVEY
 DO2623.in February 2013.
 DO2623
 DO2623.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2623.GEOID18 height accuracy estimate available here.
 DO2623
 DO2623.Click photographs - Photos may exist for this station.
 DO2623
 DO2623.The dynamic height is computed by dividing the NAVD 88
 DO2623.geopotential number by the normal gravity value computed on the
 DO2623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2623.degrees latitude (g = 980.6199 gals.).
 DO2623
 DO2623.The modeled gravity was interpolated from observed gravity values.
 DO2623
 DO2623;                    North         East    Units  Estimated Accuracy
 DO2623;SPC AR N     -   165,999.6     526,147.5     MT  (+/- 3 meters HH1 GPS) 
 DO2623
 DO2623_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV1645866804(NAD 83)
 DO2623
 DO2623                          SUPERSEDED SURVEY CONTROL
 DO2623
 DO2623.No superseded survey control is available for this station.
 DO2623
 DO2623_MARKER: DB = BENCH MARK DISK
 DO2623_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DO2623_SP_SET: HEADWALL
 DO2623_STAMPING: N 332 2011
 DO2623_MARK LOGO: ARHD
 DO2623_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO2623+STABILITY: SURFACE MOTION
 DO2623_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2623+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2010
 DO2623
 DO2623  HISTORY     - Date     Condition        Report By
 DO2623  HISTORY     - 20101201 MONUMENTED       ASSOEN
 DO2623
 DO2623                          STATION DESCRIPTION
 DO2623
 DO2623'DESCRIBED BY ASSOCIATED ENGINEERING 2010 (MPM)
 DO2623'THE MARK IS LOCATED ABOUT 5.8 MI (9.3 KM) EAST-SOUTHEAST OF JONESBORO,
 DO2623'5.5 MI (8.8 KM) SOUTH-SOUTHWEST OF BROOKLAND AND 3.9 MI (6.3 KM) WEST
 DO2623'OF NEEDHAM.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DO2623'
 DO2623'TO REACH FROM THE INTERSECTION OF EAST NETTLETON AVENUE AND EAST
 DO2623'HIGHLAND DRIVE GO EAST ON EAST HIGHLAND DRIVE 1.80 MI (2.9 KM) TO THE
 DO2623'MARK ON THE LEFT.
 DO2623'
 DO2623'IT IS 70.50 FT (21.5 M) SOUTHWEST OF A POWER LINE POLE, 63.02 FT (19.2
 DO2623'M) NORTH OF THE CENTERLINE OF EAST HIGHLAND DRIVE, 7.32 FT (2.2 M)
 DO2623'WEST OF THE NORTHEAST CORNER OF A BOX CULVERT AND 1.44 FT (0.4 M) EAST
 DO2623'OF A FIBERGLASS WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO7801 ***********************************************************************
 DO7801  DESIGNATION -  N 333
 DO7801  PID         -  DO7801
 DO7801  STATE/COUNTY-  AR/BOONE
 DO7801  COUNTRY     -  US
 DO7801  USGS QUAD   -  HARRISON (2017)
 DO7801
 DO7801                         *CURRENT SURVEY CONTROL
 DO7801  ______________________________________________________________________
 DO7801* NAD 83(1986) POSITION- 36 09 50.17   (N) 093 00 16.10   (W)   HD_HELD1
 DO7801* NAVD 88 ORTHO HEIGHT -   376.762 (meters)     1236.09  (feet) ADJUSTED
 DO7801  ______________________________________________________________________
 DO7801  GEOID HEIGHT    -        -28.288 (meters)                     GEOID18
 DO7801  DYNAMIC HEIGHT  -        376.425 (meters)     1234.99  (feet) COMP
 DO7801  MODELED GRAVITY -    979,727.2   (mgal)                       NAVD 88
 DO7801
 DO7801  VERT ORDER      -  SECOND    CLASS I
 DO7801
 DO7801.The horizontal coordinates were determined by differentially corrected
 DO7801.hand held GPS observations or other comparable positioning techniques
 DO7801.and have an estimated accuracy of +/- 3 meters.
 DO7801
 DO7801.The orthometric height was determined by differential leveling and
 DO7801.adjusted by the NATIONAL GEODETIC SURVEY
 DO7801.in February 2014.
 DO7801
 DO7801.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7801.GEOID18 height accuracy estimate available here.
 DO7801
 DO7801.Click photographs - Photos may exist for this station.
 DO7801
 DO7801.The dynamic height is computed by dividing the NAVD 88
 DO7801.geopotential number by the normal gravity value computed on the
 DO7801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7801.degrees latitude (g = 980.6199 gals.).
 DO7801
 DO7801.The modeled gravity was interpolated from observed gravity values.
 DO7801
 DO7801;                    North         East    Units  Estimated Accuracy
 DO7801;SPC AR N     -   203,556.5     309,623.6     MT  (+/- 3 meters HH1 GPS) 
 DO7801
 DO7801_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA9959702131(NAD 83)
 DO7801
 DO7801                          SUPERSEDED SURVEY CONTROL
 DO7801
 DO7801.No superseded survey control is available for this station.
 DO7801
 DO7801_MARKER: DB = BENCH MARK DISK
 DO7801_SETTING: 66 = SET IN ROCK OUTCROP
 DO7801_STAMPING: N 333 2011
 DO7801_MARK LOGO: ARHD
 DO7801_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO7801_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DO7801+STABILITY: POSITION/ELEVATION WELL
 DO7801_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7801+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2014
 DO7801
 DO7801  HISTORY     - Date     Condition        Report By
 DO7801  HISTORY     - 20111121 MONUMENTED       ARHD
 DO7801  HISTORY     - 20140412 GOOD             ARHD
 DO7801
 DO7801                          STATION DESCRIPTION
 DO7801
 DO7801'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (JDH)
 DO7801'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) SOUTHEAST OF HARRISON,
 DO7801'5.5 MI (8.8 KM) WEST OF EVERTON AND 5.2 MI (8.4 KM) NORTH-NORTHWEST OF
 DO7801'WESTERN GROVE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DO7801'
 DO7801'TO REACH FROM THE INTERSECTION OF HIGHWAY 65 AND HIGHWAY 123, GO NORTH
 DO7801'ALONG HIGHWAY 65 FOR 5.75 MI (9.3 KM) TO THE STATION ON THE RIGHT.
 DO7801'
 DO7801'IT IS 0.85 M (2.8 FT) NORTH OF A WITNESS POST, 71 FT (21.6 M)
 DO7801'NORTHEAST OF THE CENTERLINE OF HIGHWAY 65 AND 63.5 FT (19.4 M) WEST OF
 DO7801'COMBINATION POLE.
 DO7801
 DO7801                          STATION RECOVERY (2014)
 DO7801
 DO7801'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (JDH)
 DO7801'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO7948 ***********************************************************************
 DO7948  DESIGNATION -  N 335
 DO7948  PID         -  DO7948
 DO7948  STATE/COUNTY-  AR/GREENE
 DO7948  COUNTRY     -  US
 DO7948  USGS QUAD   -  WALNUT RIDGE SE (2017)
 DO7948
 DO7948                         *CURRENT SURVEY CONTROL
 DO7948  ______________________________________________________________________
 DO7948* NAD 83(1986) POSITION- 36 03 45.     (N) 090 45 15.     (W)   SCALED
 DO7948* NAVD 88 ORTHO HEIGHT -    79.451 (meters)      260.67  (feet) ADJUSTED
 DO7948  ______________________________________________________________________
 DO7948  GEOID HEIGHT    -        -28.078 (meters)                     GEOID18
 DO7948  DYNAMIC HEIGHT  -         79.386 (meters)      260.45  (feet) COMP
 DO7948  MODELED GRAVITY -    979,807.5   (mgal)                       NAVD 88
 DO7948
 DO7948  VERT ORDER      -  FIRST     CLASS II
 DO7948
 DO7948.The horizontal coordinates were scaled from a map and have
 DO7948.an estimated accuracy of +/- 6 seconds.
 DO7948
 DO7948.The orthometric height was determined by differential leveling and
 DO7948.adjusted by the NATIONAL GEODETIC SURVEY
 DO7948.in March 2014.
 DO7948
 DO7948.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7948.GEOID18 height accuracy estimate available here.
 DO7948
 DO7948.Click photographs - Photos may exist for this station.
 DO7948
 DO7948.The dynamic height is computed by dividing the NAVD 88
 DO7948.geopotential number by the normal gravity value computed on the
 DO7948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7948.degrees latitude (g = 980.6199 gals.).
 DO7948
 DO7948.The modeled gravity was interpolated from observed gravity values.
 DO7948
 DO7948;                    North         East    Units  Estimated Accuracy
 DO7948;SPC AR N     -   192,550.      512,230.      MT  (+/- 180 meters Scaled)
 DO7948
 DO7948_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV022932(NAD 83)
 DO7948
 DO7948                          SUPERSEDED SURVEY CONTROL
 DO7948
 DO7948.No superseded survey control is available for this station.
 DO7948
 DO7948_MARKER: F = FLANGE-ENCASED ROD
 DO7948_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DO7948_STAMPING: N 335 2012
 DO7948_MARK LOGO: ASSOEN
 DO7948_PROJECTION: RECESSED 3 CENTIMETERS
 DO7948_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO7948_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7948_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7948+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2012
 DO7948_ROD/PIPE-DEPTH: 5.95 meters
 DO7948_SLEEVE-DEPTH  : 1 meters
 DO7948
 DO7948  HISTORY     - Date     Condition        Report By
 DO7948  HISTORY     - 20121009 MONUMENTED       ASSOEN
 DO7948
 DO7948                          STATION DESCRIPTION
 DO7948
 DO7948'DESCRIBED BY ASSOCIATED ENGINEERING 2012 (MPM)
 DO7948'THE MARK IS LOCATED ABOUT 13.0 KM (8.1 MI) SOUTH-SOUTHEAST OF O'KEAN,
 DO7948'8.8 KM (5.5 MI) NORTH-NORTHWEST OF LORADO AND 7.8 KM (4.8 MI)
 DO7948'WEST-NORTHWEST OF WALCOTT.
 DO7948'
 DO7948'TO REACH FROM THE INTERSECTION OF HIGHWAY 412 WEST AND HIGHWAY 168 IN
 DO7948'PARAGOULD, ARKANSAS, GO WEST ON HIGHWAY 412 FOR 5.55 MI (8.9 KM) TURN
 DO7948'LEFT ON TO HIGHWAY 228 AND GO SOUTHWEST FOR 0.61 MI (1.0 KM) TO THE
 DO7948'MARK ON THE LEFT.
 DO7948'
 DO7948'IT IS 29.11 M (95.5 FT) SOUTHEAST OF EAST END OF A HEADWALL OF A
 DO7948'DRAINAGE CULVERT, 21.95 M (72.0 FT) NORTHEAST OF A POWER POLE, 15.76 M
 DO7948'(51.7 FT) EAST OF THE CENTERLINE OF HIGHWAY 228, 3.65 M (12.0 FT) WEST
 DO7948'OF AN 18 INCH (46 CM) TREE AND 0.50 M (1.6 FT) WEST OF A WITNESS POST.
 DO7948'NOTE-ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH (13 CM) LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO8374 ***********************************************************************
 DO8374  DESIGNATION -  N 337
 DO8374  PID         -  DO8374
 DO8374  STATE/COUNTY-  AR/HEMPSTEAD
 DO8374  COUNTRY     -  US
 DO8374  USGS QUAD   -  HOPE (2017)
 DO8374
 DO8374                         *CURRENT SURVEY CONTROL
 DO8374  ______________________________________________________________________
 DO8374* NAD 83(1986) POSITION- 33 41 25.6    (N) 093 35 54.5    (W)   HD_HELD2
 DO8374* NAVD 88 ORTHO HEIGHT -   111.903 (meters)      367.14  (feet) ADJUSTED
 DO8374  ______________________________________________________________________
 DO8374  GEOID HEIGHT    -        -26.975 (meters)                     GEOID18
 DO8374  DYNAMIC HEIGHT  -        111.786 (meters)      366.75  (feet) COMP
 DO8374  MODELED GRAVITY -    979,585.9   (mgal)                       NAVD 88
 DO8374
 DO8374  VERT ORDER      -  SECOND    CLASS I
 DO8374
 DO8374.The horizontal coordinates were established by autonomous hand held GPS
 DO8374.observations and have an estimated accuracy of +/- 10 meters.
 DO8374
 DO8374.The orthometric height was determined by differential leveling and
 DO8374.adjusted by the NATIONAL GEODETIC SURVEY
 DO8374.in February 2014.
 DO8374
 DO8374.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8374.GEOID18 height accuracy estimate available here.
 DO8374
 DO8374.Click photographs - Photos may exist for this station.
 DO8374
 DO8374.The dynamic height is computed by dividing the NAVD 88
 DO8374.geopotential number by the normal gravity value computed on the
 DO8374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8374.degrees latitude (g = 980.6199 gals.).
 DO8374
 DO8374.The modeled gravity was interpolated from observed gravity values.
 DO8374
 DO8374;                    North         East    Units  Estimated Accuracy
 DO8374;SPC AR S     -   514,707.      251,807.      MT  (+/- 10 meters HH2 GPS)
 DO8374
 DO8374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT4453227994(NAD 83)
 DO8374
 DO8374                          SUPERSEDED SURVEY CONTROL
 DO8374
 DO8374.No superseded survey control is available for this station.
 DO8374
 DO8374_MARKER: DB = BENCH MARK DISK
 DO8374_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DO8374_SP_SET: BRIDGE ABUTMENT
 DO8374_STAMPING: N 337 2013
 DO8374_MARK LOGO: ARHD
 DO8374_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO8374_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8374_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO8374+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2013
 DO8374
 DO8374  HISTORY     - Date     Condition        Report By
 DO8374  HISTORY     - 20130326 MONUMENTED       ARHD
 DO8374
 DO8374                          STATION DESCRIPTION
 DO8374
 DO8374'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (JDH)
 DO8374'THE STATION IS LOCATED ABOUT 12.3 KM (7.6 MI) NORTH-NORTHEAST OF
 DO8374'SPRING HILL, 12.1 KM (7.5 MI) SOUTHEAST OF WASHINGTON AND 2.7 KM (1.7
 DO8374'MI) NORTH-NORTHWEST OF HOPE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DO8374'
 DO8374'TO REACH FROM THE INTERSECTION OF HIGHWAY 29 AND INTERSTATE 30, IN THE
 DO8374'SOUTHWEST CORNER OF I-30 EASTBOUND LANE OVERPASS BRIDGE.
 DO8374'
 DO8374'IT IS 35 M (114.8 FT) NORTH OF A POWER POLE WITH GUY WIRE, 22.5 M
 DO8374'(73.8 FT) NORTH OF A GAS LINE MARKER AND 1.1 M (3.6 FT) SOUTH OF A
 DO8374'CONCRETE BARRIER WALL.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DP5065 ***********************************************************************
 DP5065  DESIGNATION -  N 338
 DP5065  PID         -  DP5065
 DP5065  STATE/COUNTY-  AR/PULASKI
 DP5065  COUNTRY     -  US
 DP5065  USGS QUAD   -  ALEXANDER (2017)
 DP5065
 DP5065                         *CURRENT SURVEY CONTROL
 DP5065  ______________________________________________________________________
 DP5065* NAD 83(1986) POSITION- 34 38 28.2    (N) 092 26 40.9    (W)   HD_HELD2
 DP5065* NAVD 88 ORTHO HEIGHT -   109.071 (meters)      357.84  (feet) ADJUSTED
 DP5065  ______________________________________________________________________
 DP5065  GEOID HEIGHT    -        -26.449 (meters)                     GEOID18
 DP5065  DYNAMIC HEIGHT  -        108.970 (meters)      357.51  (feet) COMP
 DP5065  MODELED GRAVITY -    979,708.0   (mgal)                       NAVD 88
 DP5065
 DP5065  VERT ORDER      -  SECOND    CLASS I
 DP5065
 DP5065.The horizontal coordinates were established by autonomous hand held GPS
 DP5065.observations and have an estimated accuracy of +/- 10 meters.
 DP5065
 DP5065.The orthometric height was determined by differential leveling and
 DP5065.adjusted by the NATIONAL GEODETIC SURVEY
 DP5065.in December 2014.
 DP5065
 DP5065.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5065.GEOID18 height accuracy estimate available here.
 DP5065
 DP5065.Click photographs - Photos may exist for this station.
 DP5065
 DP5065.The dynamic height is computed by dividing the NAVD 88
 DP5065.geopotential number by the normal gravity value computed on the
 DP5065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5065.degrees latitude (g = 980.6199 gals.).
 DP5065
 DP5065.The modeled gravity was interpolated from observed gravity values.
 DP5065
 DP5065;                    North         East    Units  Estimated Accuracy
 DP5065;SPC AR S     -   619,090.      359,229.      MT  (+/- 10 meters HH2 GPS)
 DP5065
 DP5065_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5089333391(NAD 83)
 DP5065
 DP5065                          SUPERSEDED SURVEY CONTROL
 DP5065
 DP5065.No superseded survey control is available for this station.
 DP5065
 DP5065_MARKER: DB = BENCH MARK DISK
 DP5065_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP5065_SP_SET: BRIDGE ABUTMENT
 DP5065_STAMPING: N 338 2013
 DP5065_MARK LOGO: ARHD
 DP5065_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5065_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP5065_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP5065+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2013
 DP5065
 DP5065  HISTORY     - Date     Condition        Report By
 DP5065  HISTORY     - 20130910 MONUMENTED       ARHD
 DP5065
 DP5065                          STATION DESCRIPTION
 DP5065
 DP5065'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (JDH)
 DP5065'THE STATION IS LOCATED ABOUT 8.2 MI (13.2 KM) EAST OF CONGO, 4.0 MI
 DP5065'(6.4 KM) NORTHEAST OF BRYANT AND 0.8 MI (1.3 KM) NORTH-NORTHWEST OF
 DP5065'ALEXANDER.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DP5065'
 DP5065'TO REACH FROM THE INTERSECTION OF BASELINE ROAD AND NORTH FRONTAGE
 DP5065'ROAD PARALLELING I-30, GO WEST ON NORTH FRONTAGE ROAD FOR 4.6 MI (7.4
 DP5065'KM) TO THE STATION ON THE RIGHT ON TOP OF THE OVERPASS BRIDGE IN THE
 DP5065'NORTHWEST CORNER OF THE OVERPASS BRIDGE ABUTMENT ON HIGHWAY 111.
 DP5065'
 DP5065'IT IS 47 FT (14.3 M) SOUTH OF A CATCH BASIN AND 34 FT (10.4 M) WEST OF
 DP5065'THE CENTERLINE OF ALEXANDER ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GG0110 ***********************************************************************
 GG0110  DESIGNATION -  N 34
 GG0110  PID         -  GG0110
 GG0110  STATE/COUNTY-  AR/BENTON
 GG0110  COUNTRY     -  US
 GG0110  USGS QUAD   -  GRAVETTE (2017)
 GG0110
 GG0110                         *CURRENT SURVEY CONTROL
 GG0110  ______________________________________________________________________
 GG0110* NAD 83(1986) POSITION- 36 25 39.     (N) 094 22 49.     (W)   SCALED
 GG0110* NAVD 88 ORTHO HEIGHT -   400.027 (meters)     1312.42  (feet) ADJUSTED
 GG0110  ______________________________________________________________________
 GG0110  GEOID HEIGHT    -        -28.160 (meters)                     GEOID18
 GG0110  DYNAMIC HEIGHT  -        399.688 (meters)     1311.31  (feet) COMP
 GG0110  MODELED GRAVITY -    979,772.0   (mgal)                       NAVD 88
 GG0110
 GG0110  VERT ORDER      -  SECOND    CLASS 0
 GG0110
 GG0110.The horizontal coordinates were scaled from a map and have
 GG0110.an estimated accuracy of +/- 6 seconds.
 GG0110
 GG0110.The orthometric height was determined by differential leveling and
 GG0110.adjusted by the NATIONAL GEODETIC SURVEY
 GG0110.in June 1991.
 GG0110
 GG0110.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0110.GEOID18 height accuracy estimate available here.
 GG0110
 GG0110.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA762322(NAD 83)
 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
 GG0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0110.See file dsdata.pdf to determine how the superseded data were derived.
 GG0110
 GG0110_MARKER: DB = BENCH MARK DISK
 GG0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0110_STAMPING: N 34 1934
 GG0110_MARK LOGO: CGS
 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             CGS
 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 GG0950 ***********************************************************************
 GG0950  DESIGNATION -  N 34 RESET
 GG0950  PID         -  GG0950
 GG0950  STATE/COUNTY-  AR/BENTON
 GG0950  COUNTRY     -  US
 GG0950  USGS QUAD   -  GRAVETTE (2017)
 GG0950
 GG0950                         *CURRENT SURVEY CONTROL
 GG0950  ______________________________________________________________________
 GG0950* NAD 83(1986) POSITION- 36 25 39.5    (N) 094 22 49.9    (W)   HD_HELD2
 GG0950* NAVD 88 ORTHO HEIGHT -   399.80  (meters)     1311.7   (feet) RESET
 GG0950  ______________________________________________________________________
 GG0950  GEOID HEIGHT    -        -28.160 (meters)                     GEOID18
 GG0950  VERT ORDER      -  THIRD
 GG0950
 GG0950.The horizontal coordinates were established by autonomous hand held GPS
 GG0950.observations and have an estimated accuracy of +/- 10 meters.
 GG0950
 GG0950.The orthometric height was computed from unverified reset data.
 GG0950
 GG0950.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0950.GEOID18 height accuracy estimate available here.
 GG0950
 GG0950.Click photographs - Photos may exist for this station.
 GG0950
 GG0950;                    North         East    Units  Estimated Accuracy
 GG0950;SPC AR N     -   234,938.      186,539.      MT  (+/- 10 meters HH2 GPS)
 GG0950
 GG0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA7624732266(NAD 83)
 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
 GG0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0950.See file dsdata.pdf to determine how the superseded data were derived.
 GG0950
 GG0950_MARKER: DV = VERTICAL CONTROL DISK
 GG0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 DEPARTMENT OF TRANSPORTATION 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 = MARCH 20, 2026 22:17:28 EDT
 DP5089 ***********************************************************************
 DP5089  DESIGNATION -  N 340
 DP5089  PID         -  DP5089
 DP5089  STATE/COUNTY-  AR/SALINE
 DP5089  COUNTRY     -  US
 DP5089  USGS QUAD   -  LONSDALE (2017)
 DP5089
 DP5089                         *CURRENT SURVEY CONTROL
 DP5089  ______________________________________________________________________
 DP5089* NAD 83(1986) POSITION- 34 32 58.5    (N) 092 47 28.5    (W)   HD_HELD2
 DP5089* NAVD 88 ORTHO HEIGHT -   132.808 (meters)      435.72  (feet) ADJUSTED
 DP5089  ______________________________________________________________________
 DP5089  GEOID HEIGHT    -        -26.704 (meters)                     GEOID18
 DP5089  DYNAMIC HEIGHT  -        132.682 (meters)      435.31  (feet) COMP
 DP5089  MODELED GRAVITY -    979,680.1   (mgal)                       NAVD 88
 DP5089
 DP5089  VERT ORDER      -  SECOND    CLASS I
 DP5089
 DP5089.The horizontal coordinates were established by autonomous hand held GPS
 DP5089.observations and have an estimated accuracy of +/- 10 meters.
 DP5089
 DP5089.The orthometric height was determined by differential leveling and
 DP5089.adjusted by the NATIONAL GEODETIC SURVEY
 DP5089.in December 2014.
 DP5089
 DP5089.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5089.GEOID18 height accuracy estimate available here.
 DP5089
 DP5089.Click photographs - Photos may exist for this station.
 DP5089
 DP5089.The dynamic height is computed by dividing the NAVD 88
 DP5089.geopotential number by the normal gravity value computed on the
 DP5089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5089.degrees latitude (g = 980.6199 gals.).
 DP5089
 DP5089.The modeled gravity was interpolated from observed gravity values.
 DP5089
 DP5089;                    North         East    Units  Estimated Accuracy
 DP5089;SPC AR S     -   609,123.      327,378.      MT  (+/- 10 meters HH2 GPS)
 DP5089
 DP5089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU1915223115(NAD 83)
 DP5089
 DP5089                          SUPERSEDED SURVEY CONTROL
 DP5089
 DP5089.No superseded survey control is available for this station.
 DP5089
 DP5089_MARKER: DB = BENCH MARK DISK
 DP5089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP5089_STAMPING: N 340 2014
 DP5089_MARK LOGO: ARHD
 DP5089_PROJECTION: FLUSH
 DP5089_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP5089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP5089+STABILITY: SURFACE MOTION
 DP5089_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP5089+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2014
 DP5089
 DP5089  HISTORY     - Date     Condition        Report By
 DP5089  HISTORY     - 20140618 MONUMENTED       ARHD
 DP5089
 DP5089                          STATION DESCRIPTION
 DP5089
 DP5089'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (JDH)
 DP5089'THE STATION IS LOCATED ABOUT 10.5 MI (16.9 KM) NORTHWEST OF TRASKWOOD,
 DP5089'9.4 MI (15.1 KM) WEST-NORTHWEST OF HASKELL AND 1.0 MI (1.6 KM)
 DP5089'EAST-NORTHEAST OF LONSDALE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DP5089'
 DP5089'TO REACH FROM THE INTERSECTION OF HIGHWAY 88 AND HIGHWAY 70, GO SOUTH
 DP5089'ON HIGHWAY 88 FOR 0.1 MI (0.2 KM) TO THE STATION ON THE RIGHT.
 DP5089'
 DP5089'IT IS 59 FT (18.0 M) EAST OF A GRAVEL DRIVE, 40 FT (12.2 M) NORTH OF
 DP5089'HIGHWAY 88 CENTERLINE, 20 FT (6.1 M) NORTH OF THE SALINE AND GARLAND
 DP5089'COUNTY LINE SIGN, 1 FT (0.3 M) SOUTH OF A FENCE AND 1 FT (0.3 M) SOUTH
 DP5089'OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DP6905 ***********************************************************************
 DP6905  DESIGNATION -  N 341
 DP6905  PID         -  DP6905
 DP6905  STATE/COUNTY-  AR/JACKSON
 DP6905  COUNTRY     -  US
 DP6905  USGS QUAD   -  VELVET RIDGE (2017)
 DP6905
 DP6905                         *CURRENT SURVEY CONTROL
 DP6905  ______________________________________________________________________
 DP6905* NAD 83(1986) POSITION- 35 26 56.5    (N) 091 34 41.4    (W)   HD_HELD2
 DP6905* NAVD 88 ORTHO HEIGHT -   187.064 (meters)      613.73  (feet) ADJUSTED
 DP6905  ______________________________________________________________________
 DP6905  GEOID HEIGHT    -        -27.243 (meters)                     GEOID18
 DP6905  DYNAMIC HEIGHT  -        186.897 (meters)      613.18  (feet) COMP
 DP6905  MODELED GRAVITY -    979,739.8   (mgal)                       NAVD 88
 DP6905
 DP6905  VERT ORDER      -  SECOND    CLASS I
 DP6905
 DP6905.The horizontal coordinates were established by autonomous hand held GPS
 DP6905.observations and have an estimated accuracy of +/- 10 meters.
 DP6905
 DP6905.The orthometric height was determined by differential leveling and
 DP6905.adjusted by the NATIONAL GEODETIC SURVEY
 DP6905.in October 2015.
 DP6905
 DP6905.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6905.GEOID18 height accuracy estimate available here.
 DP6905
 DP6905.Click photographs - Photos may exist for this station.
 DP6905
 DP6905.The dynamic height is computed by dividing the NAVD 88
 DP6905.geopotential number by the normal gravity value computed on the
 DP6905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6905.degrees latitude (g = 980.6199 gals.).
 DP6905
 DP6905.The modeled gravity was interpolated from observed gravity values.
 DP6905
 DP6905;                    North         East    Units  Estimated Accuracy
 DP6905;SPC AR N     -   123,859.      438,294.      MT  (+/- 10 meters HH2 GPS)
 DP6905
 DP6905_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV2903623769(NAD 83)
 DP6905
 DP6905                          SUPERSEDED SURVEY CONTROL
 DP6905
 DP6905.No superseded survey control is available for this station.
 DP6905
 DP6905_MARKER: DB = BENCH MARK DISK
 DP6905_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DP6905_SP_SET: RETAINING WALL
 DP6905_STAMPING: N 341 2014
 DP6905_MARK LOGO: ARHD
 DP6905_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP6905+STABILITY: SURFACE MOTION
 DP6905_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6905+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2014
 DP6905
 DP6905  HISTORY     - Date     Condition        Report By
 DP6905  HISTORY     - 20140929 MONUMENTED       ARHD
 DP6905
 DP6905                          STATION DESCRIPTION
 DP6905
 DP6905'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (JDH)
 DP6905'THE STATION IS LOCATED ABOUT 7.1 MI (11.4 KM) WEST-NORTHWEST OF
 DP6905'BRADFORD, 6.3 MI (10.1 KM) EAST-NORTHEAST OF STEPROCK AND 2.5 MI (4.0
 DP6905'KM) NORTH OF VELVET RIDGE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DP6905'
 DP6905'TO REACH FROM THE INTERSECTION OF US I-67 AND US HIGHWAY 167, GO NORTH
 DP6905'ALONG HIGHWAY 167 FOR 9.5 MI (15.3 KM) TO THE STATION ON THE RIGHT, IN
 DP6905'THE CENTER OF THE EAST RETAINING WALL.
 DP6905'
 DP6905'IT IS 63 FT (19.2 M) EAST OF HIGHWAY 167 CENTERLINE, 57 FT (17.4 M)
 DP6905'NORTHWEST OF A COMBINATION POLE AND 25 FT (7.6 M) WEST OF A CHAIN LINK
 DP6905'FENCE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DP8066 ***********************************************************************
 DP8066  DESIGNATION -  N 342
 DP8066  PID         -  DP8066
 DP8066  STATE/COUNTY-  AR/SEBASTIAN
 DP8066  COUNTRY     -  US
 DP8066  USGS QUAD   -  SOUTH FORT SMITH (2017)
 DP8066
 DP8066                         *CURRENT SURVEY CONTROL
 DP8066  ______________________________________________________________________
 DP8066* NAD 83(1986) POSITION- 35 19 37.42   (N) 094 23 12.67   (W)   HD_HELD1
 DP8066* NAVD 88 ORTHO HEIGHT -   141.364 (meters)      463.79  (feet) ADJUSTED
 DP8066  ______________________________________________________________________
 DP8066  GEOID HEIGHT    -        -30.293 (meters)                     GEOID18
 DP8066  DYNAMIC HEIGHT  -        141.230 (meters)      463.35  (feet) COMP
 DP8066  MODELED GRAVITY -    979,683.4   (mgal)                       NAVD 88
 DP8066
 DP8066  VERT ORDER      -  FIRST     CLASS II
 DP8066
 DP8066.The horizontal coordinates were determined by differentially corrected
 DP8066.hand held GPS observations or other comparable positioning techniques
 DP8066.and have an estimated accuracy of +/- 3 meters.
 DP8066
 DP8066.The orthometric height was determined by differential leveling and
 DP8066.adjusted by the NATIONAL GEODETIC SURVEY
 DP8066.in November 2015.
 DP8066
 DP8066.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8066.GEOID18 height accuracy estimate available here.
 DP8066
 DP8066.Click photographs - Photos may exist for this station.
 DP8066
 DP8066.The dynamic height is computed by dividing the NAVD 88
 DP8066.geopotential number by the normal gravity value computed on the
 DP8066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8066.degrees latitude (g = 980.6199 gals.).
 DP8066
 DP8066.The modeled gravity was interpolated from observed gravity values.
 DP8066
 DP8066;                    North         East    Units  Estimated Accuracy
 DP8066;SPC AR N     -   112,875.6     183,012.1     MT  (+/- 3 meters HH1 GPS) 
 DP8066
 DP8066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV7394810196(NAD 83)
 DP8066
 DP8066                          SUPERSEDED SURVEY CONTROL
 DP8066
 DP8066.No superseded survey control is available for this station.
 DP8066
 DP8066_MARKER: DB = BENCH MARK DISK
 DP8066_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DP8066_SP_SET: SIGNAL BOX PAD
 DP8066_STAMPING: N 342 2015
 DP8066_MARK LOGO: ARHD
 DP8066_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP8066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP8066+STABILITY: SURFACE MOTION
 DP8066_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8066+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2015
 DP8066
 DP8066  HISTORY     - Date     Condition        Report By
 DP8066  HISTORY     - 20150107 MONUMENTED       ARHD
 DP8066
 DP8066                          STATION DESCRIPTION
 DP8066
 DP8066'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 DP8066'THE STATION IS LOCATED ABOUT 4.8 MI (7.7 KM) WEST OF BARLING, 4.1 MI
 DP8066'(6.6 KM) SOUTH OF FORT SMITH AND 0.8 MI (1.3 KM) EAST-SOUTHEAST OF
 DP8066'SOUTH FORT SMITH.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DP8066'
 DP8066'TO REACH FROM THE INTERSECTION OF US I-540 AND STATE HIGHWAY 255, GO
 DP8066'SOUTH ON HIGHWAY 255 FOR 0.44 MI (0.7 KM) TO THE STATION ON THE RIGHT.
 DP8066'IT IS ALSO AT THE INTERSECTION'S OF STATE HIGHWAY 255 AND STATE
 DP8066'HIGHWAY 45 IN A CONCRETE SIGNAL BOX PAD.
 DP8066'
 DP8066'IT IS 83 FT (25.3 M) SOUTH OF HIGHWAY 255 CENTERLINE, 80 FT (24.4 M)
 DP8066'EAST OF HIGHWAY 45 CENTERLINE AND 34 FT (10.4 M) NORTH OF AN ATM
 DP8066'BUILDING.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ4468 ***********************************************************************
 DQ4468  DESIGNATION -  N 343
 DQ4468  PID         -  DQ4468
 DQ4468  STATE/COUNTY-  AR/JEFFERSON
 DQ4468  COUNTRY     -  US
 DQ4468  USGS QUAD   -  LADD (2017)
 DQ4468
 DQ4468                         *CURRENT SURVEY CONTROL
 DQ4468  ______________________________________________________________________
 DQ4468* NAD 83(1986) POSITION- 34 12 46.5    (N) 091 57 47.6    (W)   HD_HELD2
 DQ4468* NAVD 88 ORTHO HEIGHT -    63.620 (meters)      208.73  (feet) ADJUSTED
 DQ4468  ______________________________________________________________________
 DQ4468  GEOID HEIGHT    -        -25.976 (meters)                     GEOID18
 DQ4468  DYNAMIC HEIGHT  -         63.559 (meters)      208.53  (feet) COMP
 DQ4468  MODELED GRAVITY -    979,665.7   (mgal)                       NAVD 88
 DQ4468
 DQ4468  VERT ORDER      -  FIRST     CLASS II
 DQ4468
 DQ4468.The horizontal coordinates were established by autonomous hand held GPS
 DQ4468.observations and have an estimated accuracy of +/- 10 meters.
 DQ4468
 DQ4468.The orthometric height was determined by differential leveling and
 DQ4468.adjusted by the NATIONAL GEODETIC SURVEY
 DQ4468.in February 2017.
 DQ4468
 DQ4468.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ4468.GEOID18 height accuracy estimate available here.
 DQ4468
 DQ4468.Click photographs - Photos may exist for this station.
 DQ4468
 DQ4468.The dynamic height is computed by dividing the NAVD 88
 DQ4468.geopotential number by the normal gravity value computed on the
 DQ4468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ4468.degrees latitude (g = 980.6199 gals.).
 DQ4468
 DQ4468.The modeled gravity was interpolated from observed gravity values.
 DQ4468
 DQ4468;                    North         East    Units  Estimated Accuracy
 DQ4468;SPC AR S     -   571,499.      403,389.      MT  (+/- 10 meters HH2 GPS)
 DQ4468
 DQ4468_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT9550686250(NAD 83)
 DQ4468
 DQ4468                          SUPERSEDED SURVEY CONTROL
 DQ4468
 DQ4468.No superseded survey control is available for this station.
 DQ4468
 DQ4468_MARKER: DB = BENCH MARK DISK
 DQ4468_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ4468_SP_SET: HEADWALL
 DQ4468_STAMPING: N 343 2015
 DQ4468_MARK LOGO: ARHD
 DQ4468_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ4468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ4468+STABILITY: SURFACE MOTION
 DQ4468_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ4468+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2015
 DQ4468
 DQ4468  HISTORY     - Date     Condition        Report By
 DQ4468  HISTORY     - 20150623 MONUMENTED       ARHD
 DQ4468
 DQ4468                          STATION DESCRIPTION
 DQ4468
 DQ4468'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 DQ4468'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) SOUTHWEST OF ROB ROY, 5.9
 DQ4468'MI (9.5 KM) NORTH-NORTHWEST OF LADD AND 2.5 MI (4.0 KM) EAST-SOUTHEAST
 DQ4468'OF PINE BLUFF.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ4468'
 DQ4468'TO REACH FROM THE INTERSECTION OF US HIGHWAY 79/63 AND US HIGHWAY 65
 DQ4468'B, GO NORTH ON HIGHWAY 79/63 FOR 0.15 MI (0.24 KM) TO THE STATION ON
 DQ4468'THE RIGHT, IN THE CENTER OF THE HEADWALL.
 DQ4468'
 DQ4468'IT IS 98 FT (29.9 M) SOUTHEAST OF A CONCRETE DRIVE AND 43 FT (13.1 M)
 DQ4468'SOUTH OF HIGHWAY 79 CENTERLINE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ3513 ***********************************************************************
 DQ3513  DESIGNATION -  N 344
 DQ3513  PID         -  DQ3513
 DQ3513  STATE/COUNTY-  AR/VAN BUREN
 DQ3513  COUNTRY     -  US
 DQ3513  USGS QUAD   -  CLINTON (2017)
 DQ3513
 DQ3513                         *CURRENT SURVEY CONTROL
 DQ3513  ______________________________________________________________________
 DQ3513* NAD 83(1986) POSITION- 35 33 34.86   (N) 092 27 18.14   (W)   HD_HELD1
 DQ3513* NAVD 88 ORTHO HEIGHT -   257.826 (meters)      845.88  (feet) ADJUSTED
 DQ3513  ______________________________________________________________________
 DQ3513  GEOID HEIGHT    -        -27.956 (meters)                     GEOID18
 DQ3513  DYNAMIC HEIGHT  -        257.593 (meters)      845.12  (feet) COMP
 DQ3513  MODELED GRAVITY -    979,720.4   (mgal)                       NAVD 88
 DQ3513
 DQ3513  VERT ORDER      -  SECOND    CLASS I
 DQ3513
 DQ3513.The horizontal coordinates were determined by differentially corrected
 DQ3513.hand held GPS observations or other comparable positioning techniques
 DQ3513.and have an estimated accuracy of +/- 3 meters.
 DQ3513
 DQ3513.The orthometric height was determined by differential leveling and
 DQ3513.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3513.in January 2017.
 DQ3513
 DQ3513.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3513.GEOID18 height accuracy estimate available here.
 DQ3513
 DQ3513.Click photographs - Photos may exist for this station.
 DQ3513
 DQ3513.The dynamic height is computed by dividing the NAVD 88
 DQ3513.geopotential number by the normal gravity value computed on the
 DQ3513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3513.degrees latitude (g = 980.6199 gals.).
 DQ3513
 DQ3513.The modeled gravity was interpolated from observed gravity values.
 DQ3513
 DQ3513;                    North         East    Units  Estimated Accuracy
 DQ3513;SPC AR N     -   136,148.3     358,747.9     MT  (+/- 3 meters HH1 GPS) 
 DQ3513
 DQ3513_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV4938735249(NAD 83)
 DQ3513
 DQ3513                          SUPERSEDED SURVEY CONTROL
 DQ3513
 DQ3513.No superseded survey control is available for this station.
 DQ3513
 DQ3513_MARKER: DB = BENCH MARK DISK
 DQ3513_SETTING: 66 = SET IN ROCK OUTCROP
 DQ3513_STAMPING: N 344 2015
 DQ3513_MARK LOGO: ARHD
 DQ3513_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ3513_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DQ3513+STABILITY: POSITION/ELEVATION WELL
 DQ3513_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3513+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2015
 DQ3513
 DQ3513  HISTORY     - Date     Condition        Report By
 DQ3513  HISTORY     - 20150930 MONUMENTED       ARHD
 DQ3513
 DQ3513                          STATION DESCRIPTION
 DQ3513
 DQ3513'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 DQ3513'THE STATION IS LOCATED ABOUT 8.2 MI (13.2 KM) NORTH-NORTHWEST OF BEE
 DQ3513'BRANCH, 7.4 MI (11.9 KM) NORTH-NORTHEAST OF FORMOSA AND 2.2 MI (3.5
 DQ3513'KM) SOUTH OF CLINTON.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ3513'
 DQ3513'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 336,
 DQ3513'GO WEST ON HIGHWAY 336 FOR 0.3 MI (0.5 KM) TO THE STATION ON THE
 DQ3513'RIGHT, IN A 2X2' ROCK.
 DQ3513'
 DQ3513'IT IS 15 FT (4.6 M) SOUTH OF A WITNESS POST, 48 FT (14.6 M) EAST OF A
 DQ3513'COMBINATION POLE, 39 FT (11.9 M) NORTH OF HIGHWAY 336 CENTERLINE AND
 DQ3513'15 FT (4.6 M) SOUTH OF A CHAIN LINK FENCE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ3545 ***********************************************************************
 DQ3545  DESIGNATION -  N 345
 DQ3545  PID         -  DQ3545
 DQ3545  STATE/COUNTY-  AR/VAN BUREN
 DQ3545  COUNTRY     -  US
 DQ3545  USGS QUAD   -  LESLIE (2017)
 DQ3545
 DQ3545                         *CURRENT SURVEY CONTROL
 DQ3545  ______________________________________________________________________
 DQ3545* NAD 83(1986) POSITION- 35 47 17.5    (N) 092 32 23.0    (W)   HD_HELD2
 DQ3545* NAVD 88 ORTHO HEIGHT -   288.120 (meters)      945.27  (feet) ADJUSTED
 DQ3545  ______________________________________________________________________
 DQ3545  GEOID HEIGHT    -        -27.903 (meters)                     GEOID18
 DQ3545  DYNAMIC HEIGHT  -        287.857 (meters)      944.41  (feet) COMP
 DQ3545  MODELED GRAVITY -    979,710.6   (mgal)                       NAVD 88
 DQ3545
 DQ3545  VERT ORDER      -  SECOND    CLASS I
 DQ3545
 DQ3545.The horizontal coordinates were established by autonomous hand held GPS
 DQ3545.observations and have an estimated accuracy of +/- 10 meters.
 DQ3545
 DQ3545.The orthometric height was determined by differential leveling and
 DQ3545.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3545.in January 2017.
 DQ3545
 DQ3545.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3545.GEOID18 height accuracy estimate available here.
 DQ3545
 DQ3545.Click photographs - Photos may exist for this station.
 DQ3545
 DQ3545.The dynamic height is computed by dividing the NAVD 88
 DQ3545.geopotential number by the normal gravity value computed on the
 DQ3545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3545.degrees latitude (g = 980.6199 gals.).
 DQ3545
 DQ3545.The modeled gravity was interpolated from observed gravity values.
 DQ3545
 DQ3545;                    North         East    Units  Estimated Accuracy
 DQ3545;SPC AR N     -   161,539.      351,210.      MT  (+/- 10 meters HH2 GPS)
 DQ3545
 DQ3545_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV4159460554(NAD 83)
 DQ3545
 DQ3545                          SUPERSEDED SURVEY CONTROL
 DQ3545
 DQ3545.No superseded survey control is available for this station.
 DQ3545
 DQ3545_MARKER: DB = BENCH MARK DISK
 DQ3545_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DQ3545_SP_SET: BRIDGE ABUTMENT
 DQ3545_STAMPING: N 345 2015
 DQ3545_MARK LOGO: ARHD
 DQ3545_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3545_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ3545_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ3545+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2015
 DQ3545
 DQ3545  HISTORY     - Date     Condition        Report By
 DQ3545  HISTORY     - 20151201 MONUMENTED       ARHD
 DQ3545
 DQ3545                          STATION DESCRIPTION
 DQ3545
 DQ3545'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 DQ3545'THE STATION IS LOCATED ABOUT 6.3 MI (10.1 KM) NORTH OF BOTKINBURG, 5.9
 DQ3545'MI (9.5 KM) SOUTHWEST OF OXLEY AND 3.1 MI (5.0 KM) SOUTH-SOUTHEAST OF
 DQ3545'LESLIE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ3545'
 DQ3545'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 254,
 DQ3545'GO NORTH ON HIGHWAY 65 FOR 3.2 MI (5.1 KM) TO THE STATION ON THE LEFT,
 DQ3545'IN THE NORTHWEST ABUTMENT OF THE OLD BRIDGE.
 DQ3545'
 DQ3545'IT IS 131 FT (39.9 M) SOUTHWEST OF A POWER POLE, 83 FT (25.3 M)
 DQ3545'SOUTHWEST OF A POWER POLE WITH GUY WIRE AND 51 FT (15.5 M) NORTHWEST
 DQ3545'OF HIGHWAY 65 CENTERLINE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ3574 ***********************************************************************
 DQ3574  DESIGNATION -  N 346
 DQ3574  PID         -  DQ3574
 DQ3574  STATE/COUNTY-  AR/SEARCY
 DQ3574  COUNTRY     -  US
 DQ3574  USGS QUAD   -  MARSHALL (2017)
 DQ3574
 DQ3574                         *CURRENT SURVEY CONTROL
 DQ3574  ______________________________________________________________________
 DQ3574* NAD 83(1986) POSITION- 35 54 50.4    (N) 092 40 50.0    (W)   HD_HELD2
 DQ3574* NAVD 88 ORTHO HEIGHT -   233.471 (meters)      765.98  (feet) ADJUSTED
 DQ3574  ______________________________________________________________________
 DQ3574  GEOID HEIGHT    -        -28.163 (meters)                     GEOID18
 DQ3574  DYNAMIC HEIGHT  -        233.260 (meters)      765.29  (feet) COMP
 DQ3574  MODELED GRAVITY -    979,722.8   (mgal)                       NAVD 88
 DQ3574
 DQ3574  VERT ORDER      -  SECOND    CLASS I
 DQ3574
 DQ3574.The horizontal coordinates were established by autonomous hand held GPS
 DQ3574.observations and have an estimated accuracy of +/- 10 meters.
 DQ3574
 DQ3574.The orthometric height was determined by differential leveling and
 DQ3574.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3574.in January 2017.
 DQ3574
 DQ3574.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3574.GEOID18 height accuracy estimate available here.
 DQ3574
 DQ3574.Click photographs - Photos may exist for this station.
 DQ3574
 DQ3574.The dynamic height is computed by dividing the NAVD 88
 DQ3574.geopotential number by the normal gravity value computed on the
 DQ3574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3574.degrees latitude (g = 980.6199 gals.).
 DQ3574
 DQ3574.The modeled gravity was interpolated from observed gravity values.
 DQ3574
 DQ3574;                    North         East    Units  Estimated Accuracy
 DQ3574;SPC AR N     -   175,576.      338,575.      MT  (+/- 10 meters HH2 GPS)
 DQ3574
 DQ3574_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV2882274456(NAD 83)
 DQ3574
 DQ3574                          SUPERSEDED SURVEY CONTROL
 DQ3574
 DQ3574.No superseded survey control is available for this station.
 DQ3574
 DQ3574_MARKER: DB = BENCH MARK DISK
 DQ3574_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ3574_SP_SET: BOX CULVERT HEADWALL
 DQ3574_STAMPING: N 346 2016
 DQ3574_MARK LOGO: ARHD
 DQ3574_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3574+STABILITY: SURFACE MOTION
 DQ3574_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ3574+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2016
 DQ3574
 DQ3574  HISTORY     - Date     Condition        Report By
 DQ3574  HISTORY     - 20160201 MONUMENTED       ARHD
 DQ3574
 DQ3574                          STATION DESCRIPTION
 DQ3574
 DQ3574'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 DQ3574'THE STATION IS LOCATED ABOUT 7.9 MI (12.7 KM) EAST OF SNOWBALL, 3.5 MI
 DQ3574'(5.6 KM) NORTH-NORTHEAST OF CANAAN AND 2.8 MI (4.5 KM) WEST OF
 DQ3574'MARSHALL.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ3574'
 DQ3574'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND OLD STATE HIGHWAY
 DQ3574'65, GO NORTH ON OLD HIGHWAY 65 FOR 0.7 MI (1.1 KM) TO THE STATION ON
 DQ3574'THE LEFT, IN THE SOUTHWEST CORNER OF A BOX CULVERT.
 DQ3574'
 DQ3574'IT IS 16 FT (4.9 M) SOUTH OF OLD HIGHWAY 65 CENTERLINE AND 1 FT (0.3
 DQ3574'M) SOUTH OF A GUARD RAIL.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ3604 ***********************************************************************
 DQ3604  DESIGNATION -  N 347
 DQ3604  PID         -  DQ3604
 DQ3604  STATE/COUNTY-  AR/SEARCY
 DQ3604  COUNTRY     -  US
 DQ3604  USGS QUAD   -  SAINT JOE (2017)
 DQ3604
 DQ3604                         *CURRENT SURVEY CONTROL
 DQ3604  ______________________________________________________________________
 DQ3604* NAD 83(1986) POSITION- 36 00 39.9    (N) 092 46 48.5    (W)   HD_HELD2
 DQ3604* NAVD 88 ORTHO HEIGHT -   274.198 (meters)      899.60  (feet) ADJUSTED
 DQ3604  ______________________________________________________________________
 DQ3604  GEOID HEIGHT    -        -28.334 (meters)                     GEOID18
 DQ3604  DYNAMIC HEIGHT  -        273.951 (meters)      898.79  (feet) COMP
 DQ3604  MODELED GRAVITY -    979,726.7   (mgal)                       NAVD 88
 DQ3604
 DQ3604  VERT ORDER      -  SECOND    CLASS I
 DQ3604
 DQ3604.The horizontal coordinates were established by autonomous hand held GPS
 DQ3604.observations and have an estimated accuracy of +/- 10 meters.
 DQ3604
 DQ3604.The orthometric height was determined by differential leveling and
 DQ3604.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3604.in January 2017.
 DQ3604
 DQ3604.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3604.GEOID18 height accuracy estimate available here.
 DQ3604
 DQ3604.Click photographs - Photos may exist for this station.
 DQ3604
 DQ3604.The dynamic height is computed by dividing the NAVD 88
 DQ3604.geopotential number by the normal gravity value computed on the
 DQ3604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3604.degrees latitude (g = 980.6199 gals.).
 DQ3604
 DQ3604.The modeled gravity was interpolated from observed gravity values.
 DQ3604
 DQ3604;                    North         East    Units  Estimated Accuracy
 DQ3604;SPC AR N     -   186,414.      329,673.      MT  (+/- 10 meters HH2 GPS)
 DQ3604
 DQ3604_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV1981285200(NAD 83)
 DQ3604
 DQ3604                          SUPERSEDED SURVEY CONTROL
 DQ3604
 DQ3604.No superseded survey control is available for this station.
 DQ3604
 DQ3604_MARKER: DB = BENCH MARK DISK
 DQ3604_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ3604_SP_SET: HEADWALL
 DQ3604_STAMPING: N 347 2016
 DQ3604_MARK LOGO: ARHD
 DQ3604_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3604+STABILITY: SURFACE MOTION
 DQ3604_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ3604+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2016
 DQ3604
 DQ3604  HISTORY     - Date     Condition        Report By
 DQ3604  HISTORY     - 20160329 MONUMENTED       ARHD
 DQ3604
 DQ3604                          STATION DESCRIPTION
 DQ3604
 DQ3604'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 DQ3604'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) WEST-SOUTHWEST OF
 DQ3604'MAUMEE, 7.6 MI (12.2 KM) NORTH-NORTHEAST OF SNOWBALL AND 1.9 MI (3.1
 DQ3604'KM) SOUTHEAST OF SAINT JOE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ3604'
 DQ3604'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 333,
 DQ3604'GO NORTH ON HIGHWAY 65 FOR 1.2 MI (1.9 KM) TO THE STATION ON THE
 DQ3604'RIGHT, IN THE CENTER OF THE EAST HEADWALL.
 DQ3604'
 DQ3604'IT IS 91 FT (27.7 M) EAST OF GRACE LANE CENTERLINE, 56 FT (17.1 M)
 DQ3604'SOUTHEAST OF A POWER POLE AND 22 FT (6.7 M) NORTHWEST OF HIGHWAY 65
 DQ3604'CENTERLINE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ3630 ***********************************************************************
 DQ3630  DESIGNATION -  N 348
 DQ3630  PID         -  DQ3630
 DQ3630  STATE/COUNTY-  AR/NEWTON
 DQ3630  COUNTRY     -  US
 DQ3630  USGS QUAD   -  WESTERN GROVE (2017)
 DQ3630
 DQ3630                         *CURRENT SURVEY CONTROL
 DQ3630  ______________________________________________________________________
 DQ3630* NAD 83(1986) POSITION- 36 05 58.6    (N) 092 57 34.0    (W)   HD_HELD2
 DQ3630* NAVD 88 ORTHO HEIGHT -   337.713 (meters)     1107.98  (feet) ADJUSTED
 DQ3630  ______________________________________________________________________
 DQ3630  GEOID HEIGHT    -        -28.320 (meters)                     GEOID18
 DQ3630  DYNAMIC HEIGHT  -        337.407 (meters)     1106.98  (feet) COMP
 DQ3630  MODELED GRAVITY -    979,716.9   (mgal)                       NAVD 88
 DQ3630
 DQ3630  VERT ORDER      -  SECOND    CLASS I
 DQ3630
 DQ3630.The horizontal coordinates were established by autonomous hand held GPS
 DQ3630.observations and have an estimated accuracy of +/- 10 meters.
 DQ3630
 DQ3630.The orthometric height was determined by differential leveling and
 DQ3630.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3630.in January 2017.
 DQ3630
 DQ3630.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3630.GEOID18 height accuracy estimate available here.
 DQ3630
 DQ3630.Click photographs - Photos may exist for this station.
 DQ3630
 DQ3630.The dynamic height is computed by dividing the NAVD 88
 DQ3630.geopotential number by the normal gravity value computed on the
 DQ3630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3630.degrees latitude (g = 980.6199 gals.).
 DQ3630
 DQ3630.The modeled gravity was interpolated from observed gravity values.
 DQ3630
 DQ3630;                    North         East    Units  Estimated Accuracy
 DQ3630;SPC AR N     -   196,379.      313,605.      MT  (+/- 10 meters HH2 GPS)
 DQ3630
 DQ3630_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV0365094997(NAD 83)
 DQ3630
 DQ3630                          SUPERSEDED SURVEY CONTROL
 DQ3630
 DQ3630.No superseded survey control is available for this station.
 DQ3630
 DQ3630_MARKER: DB = BENCH MARK DISK
 DQ3630_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DQ3630_SP_SET: BRIDGE ABUTMENT
 DQ3630_STAMPING: N 348 2016
 DQ3630_MARK LOGO: ARHD
 DQ3630_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3630_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ3630_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3630+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2016
 DQ3630
 DQ3630  HISTORY     - Date     Condition        Report By
 DQ3630  HISTORY     - 20160420 MONUMENTED       ARHD
 DQ3630
 DQ3630                          STATION DESCRIPTION
 DQ3630
 DQ3630'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 DQ3630'THE STATION IS LOCATED ABOUT 7.6 MI (12.2 KM) NORTHEAST OF HASTY, 4.9
 DQ3630'MI (7.9 KM) SOUTHWEST OF EVERTON AND IN THE TOWN OF WESTERN GROVE, AR.
 DQ3630'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ3630'
 DQ3630'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 123
 DQ3630'SOUTH, GO NORTH ON HIGHWAY 65 FOR 0.45 MI (0.72 KM) TO THE STATION ON
 DQ3630'THE RIGHT.
 DQ3630'
 DQ3630'IT IS 61 FT (18.6 M) SOUTHWEST OF A POWER POLE, 57 FT (17.4 M) WEST OF
 DQ3630'A 5-BARB WIRE FENCE, 19 FT (5.8 M) EAST OF HIGHWAY 65 CENTERLINE AND 4
 DQ3630'FT (1.2 M) EAST OF THE GUARDRAIL.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ8654 ***********************************************************************
 DQ8654  DESIGNATION -  N 351
 DQ8654  PID         -  DQ8654
 DQ8654  STATE/COUNTY-  AR/DREW
 DQ8654  COUNTRY     -  US
 DQ8654  USGS QUAD   -  COLLINS NW (2017)
 DQ8654
 DQ8654                         *CURRENT SURVEY CONTROL
 DQ8654  ______________________________________________________________________
 DQ8654* NAD 83(1986) POSITION- 33 37 56.1    (N) 091 43 41.0    (W)   HD_HELD2
 DQ8654* NAVD 88 ORTHO HEIGHT -    59.977 (meters)      196.77  (feet) ADJUSTED
 DQ8654  ______________________________________________________________________
 DQ8654  GEOID HEIGHT    -        -25.763 (meters)                     GEOID18
 DQ8654  DYNAMIC HEIGHT  -         59.916 (meters)      196.57  (feet) COMP
 DQ8654  MODELED GRAVITY -    979,620.7   (mgal)                       NAVD 88
 DQ8654
 DQ8654  VERT ORDER      -  SECOND    CLASS I
 DQ8654
 DQ8654.The horizontal coordinates were established by autonomous hand held GPS
 DQ8654.observations and have an estimated accuracy of +/- 10 meters.
 DQ8654
 DQ8654.The orthometric height was determined by differential leveling and
 DQ8654.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8654.in July 2018.
 DQ8654
 DQ8654.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8654.GEOID18 height accuracy estimate available here.
 DQ8654
 DQ8654.Click photographs - Photos may exist for this station.
 DQ8654
 DQ8654.The dynamic height is computed by dividing the NAVD 88
 DQ8654.geopotential number by the normal gravity value computed on the
 DQ8654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8654.degrees latitude (g = 980.6199 gals.).
 DQ8654
 DQ8654.The modeled gravity was interpolated from observed gravity values.
 DQ8654
 DQ8654;                    North         East    Units  Estimated Accuracy
 DQ8654;SPC AR S     -   507,129.      425,230.      MT  (+/- 10 meters HH2 GPS)
 DQ8654
 DQ8654_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT1796822107(NAD 83)
 DQ8654
 DQ8654                          SUPERSEDED SURVEY CONTROL
 DQ8654
 DQ8654.No superseded survey control is available for this station.
 DQ8654
 DQ8654_MARKER: DB = BENCH MARK DISK
 DQ8654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ8654_STAMPING: N 351 2017
 DQ8654_MARK LOGO: ARHD
 DQ8654_PROJECTION: FLUSH
 DQ8654_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DQ8654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ8654+STABILITY: SURFACE MOTION
 DQ8654_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ8654+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2017
 DQ8654
 DQ8654  HISTORY     - Date     Condition        Report By
 DQ8654  HISTORY     - 20171227 MONUMENTED       ARHD
 DQ8654
 DQ8654                          STATION DESCRIPTION
 DQ8654
 DQ8654'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2017 (JDH)
 DQ8654'THE STATION IS LOCATED ABOUT 10.3 MI (16.6 KM) WEST-SOUTHWEST OF
 DQ8654'SELMA, 8.4 MI (13.5 KM) NORTHWEST OF COMINTO AND 3.6 MI (5.8 KM) EAST
 DQ8654'OF MONTICELLO.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ8654'
 DQ8654'TO REACH FROM THE INTERSECTION OF US HIGHWAY 278 AND STATE HIGHWAY 35,
 DQ8654'GO EAST ON HIGHWAY 278 FOR 1.8 MI (2.9 KM) TO THE STATION ON THE
 DQ8654'RIGHT.
 DQ8654'
 DQ8654'IT IS 137 FT (41.8 M) WEST OF A COMBINATION POLE, 47 FT (14.3 M) SOUTH
 DQ8654'OF HIGHWAY 278 CENTERLINE, 12 FT (3.7 M) NORTH OF A WOOD LINE AND 1 FT
 DQ8654'(0.3 M) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ8681 ***********************************************************************
 DQ8681  DESIGNATION -  N 352
 DQ8681  PID         -  DQ8681
 DQ8681  STATE/COUNTY-  AR/DESHA
 DQ8681  COUNTRY     -  US
 DQ8681  USGS QUAD   -  MCGEHEE NORTH (2017)
 DQ8681
 DQ8681                         *CURRENT SURVEY CONTROL
 DQ8681  ______________________________________________________________________
 DQ8681* NAD 83(1986) POSITION- 33 42 34.97   (N) 091 27 14.32   (W)   HD_HELD1
 DQ8681* NAVD 88 ORTHO HEIGHT -    46.445 (meters)      152.38  (feet) ADJUSTED
 DQ8681  ______________________________________________________________________
 DQ8681  GEOID HEIGHT    -        -26.113 (meters)                     GEOID18
 DQ8681  DYNAMIC HEIGHT  -         46.397 (meters)      152.22  (feet) COMP
 DQ8681  MODELED GRAVITY -    979,617.4   (mgal)                       NAVD 88
 DQ8681
 DQ8681  VERT ORDER      -  SECOND    CLASS I
 DQ8681
 DQ8681.The horizontal coordinates were determined by differentially corrected
 DQ8681.hand held GPS observations or other comparable positioning techniques
 DQ8681.and have an estimated accuracy of +/- 3 meters.
 DQ8681
 DQ8681.The orthometric height was determined by differential leveling and
 DQ8681.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8681.in July 2018.
 DQ8681
 DQ8681.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8681.GEOID18 height accuracy estimate available here.
 DQ8681
 DQ8681.Click photographs - Photos may exist for this station.
 DQ8681
 DQ8681.The dynamic height is computed by dividing the NAVD 88
 DQ8681.geopotential number by the normal gravity value computed on the
 DQ8681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8681.degrees latitude (g = 980.6199 gals.).
 DQ8681
 DQ8681.The modeled gravity was interpolated from observed gravity values.
 DQ8681
 DQ8681;                    North         East    Units  Estimated Accuracy
 DQ8681;SPC AR S     -   515,821.7     450,611.5     MT  (+/- 3 meters HH1 GPS) 
 DQ8681
 DQ8681_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT4326231043(NAD 83)
 DQ8681
 DQ8681                          SUPERSEDED SURVEY CONTROL
 DQ8681
 DQ8681.No superseded survey control is available for this station.
 DQ8681
 DQ8681_MARKER: DB = BENCH MARK DISK
 DQ8681_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ8681_SP_SET: HEADWALL
 DQ8681_STAMPING: N 352 2018
 DQ8681_MARK LOGO: ARHD
 DQ8681_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ8681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ8681+STABILITY: SURFACE MOTION
 DQ8681_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ8681+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2018
 DQ8681
 DQ8681  HISTORY     - Date     Condition        Report By
 DQ8681  HISTORY     - 20180110 MONUMENTED       ARHD
 DQ8681
 DQ8681                          STATION DESCRIPTION
 DQ8681
 DQ8681'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (JDH)
 DQ8681'THE STATION IS LOCATED ABOUT 6.6 MI (10.6 KM) EAST OF SELMA, 6.4 MI
 DQ8681'(10.3 KM) NORTH-NORTHWEST OF MCGEHEE AND 4.6 MI (7.4 KM)
 DQ8681'SOUTH-SOUTHEAST OF WINCHESTER.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ8681'
 DQ8681'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 277,
 DQ8681'GO WEST ON HIGHWAY 277 FOR 0.25 MI (0.40 KM) TO THE STATION ON THE
 DQ8681'RIGHT, IN THE EAST SIDE OF THE SOUTH HEADWALL FROM CULVERTS COMING
 DQ8681'UNDERNEATH A CONCRETE BLOCK BUILDING.
 DQ8681'
 DQ8681'IT IS 50 FT (15.2 M) SOUTHWEST OF THE SOUTHEAST CORNER OF A CONCRETE
 DQ8681'BLOCK BUILDING, 30 FT (9.1 M) NORTH OF HIGHWAY 277 CENTERLINE AND 11
 DQ8681'FT (3.4 M) NORTH OF HIGHWAY 277 HEADWALL.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ8710 ***********************************************************************
 DQ8710  DESIGNATION -  N 353
 DQ8710  PID         -  DQ8710
 DQ8710  STATE/COUNTY-  AR/DESHA
 DQ8710  COUNTRY     -  US
 DQ8710  USGS QUAD   -  WINCHESTER (2017)
 DQ8710
 DQ8710                         *CURRENT SURVEY CONTROL
 DQ8710  ______________________________________________________________________
 DQ8710* NAD 83(1986) POSITION- 33 51 52.3    (N) 091 29 11.3    (W)   HD_HELD2
 DQ8710* NAVD 88 ORTHO HEIGHT -    49.204 (meters)      161.43  (feet) ADJUSTED
 DQ8710  ______________________________________________________________________
 DQ8710  GEOID HEIGHT    -        -26.030 (meters)                     GEOID18
 DQ8710  DYNAMIC HEIGHT  -         49.154 (meters)      161.27  (feet) COMP
 DQ8710  MODELED GRAVITY -    979,634.4   (mgal)                       NAVD 88
 DQ8710
 DQ8710  VERT ORDER      -  SECOND    CLASS I
 DQ8710
 DQ8710.The horizontal coordinates were established by autonomous hand held GPS
 DQ8710.observations and have an estimated accuracy of +/- 10 meters.
 DQ8710
 DQ8710.The orthometric height was determined by differential leveling and
 DQ8710.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8710.in July 2018.
 DQ8710
 DQ8710.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8710.GEOID18 height accuracy estimate available here.
 DQ8710
 DQ8710.Click photographs - Photos may exist for this station.
 DQ8710
 DQ8710.The dynamic height is computed by dividing the NAVD 88
 DQ8710.geopotential number by the normal gravity value computed on the
 DQ8710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8710.degrees latitude (g = 980.6199 gals.).
 DQ8710
 DQ8710.The modeled gravity was interpolated from observed gravity values.
 DQ8710
 DQ8710;                    North         East    Units  Estimated Accuracy
 DQ8710;SPC AR S     -   532,976.      447,513.      MT  (+/- 10 meters HH2 GPS)
 DQ8710
 DQ8710_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT3999848165(NAD 83)
 DQ8710
 DQ8710                          SUPERSEDED SURVEY CONTROL
 DQ8710
 DQ8710.No superseded survey control is available for this station.
 DQ8710
 DQ8710_MARKER: DB = BENCH MARK DISK
 DQ8710_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ8710_SP_SET: HEADWALL
 DQ8710_STAMPING: N 353 2018
 DQ8710_MARK LOGO: ARHD
 DQ8710_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ8710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ8710+STABILITY: SURFACE MOTION
 DQ8710_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ8710+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2018
 DQ8710
 DQ8710  HISTORY     - Date     Condition        Report By
 DQ8710  HISTORY     - 20180307 MONUMENTED       ARHD
 DQ8710
 DQ8710                          STATION DESCRIPTION
 DQ8710
 DQ8710'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (JDH)
 DQ8710'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) EAST-NORTHEAST OF GOURD,
 DQ8710'6.2 MI (10.0 KM) NORTH OF WINCHESTER AND 1.6 MI (2.6 KM) SOUTH OF
 DQ8710'DUMAS.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ8710'
 DQ8710'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND US HIGHWAY 165, GO
 DQ8710'SOUTH ON HIGHWAY 65 FOR 0.8 MI (1.3 KM) TO BROOKHAVEN DRIVE (CITY).
 DQ8710'TURN RIGHT AND GO WEST ON BROOKHAVEN DRIVE FOR 0.4 MI (0.6 KM) TO
 DQ8710'SOUTH MAIN CITY STREET.  TURN LEFT AND GO SOUTH ON SOUTH MAIN STREET
 DQ8710'FOR 0.5 MI (0.8 KM) TO THE STATION ON THE LEFT, IN THE NORTH SIDE OF
 DQ8710'THE EAST HEADWALL.
 DQ8710'
 DQ8710'IT IS 90 FT (27.4 M) WEST OF THE SOUTH WEST CORNER OF SAF HOLLAND
 DQ8710'MANUFACTURING BUILDING AND 12 FT (3.7 M) EAST OF SOUTH MAIN STREET
 DQ8710'CENTERLINE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR2682 ***********************************************************************
 DR2682  DESIGNATION -  N 354
 DR2682  PID         -  DR2682
 DR2682  STATE/COUNTY-  AR/SEVIER
 DR2682  COUNTRY     -  US
 DR2682  USGS QUAD   -  DE QUEEN (2017)
 DR2682
 DR2682                         *CURRENT SURVEY CONTROL
 DR2682  ______________________________________________________________________
 DR2682* NAD 83(1986) POSITION- 34 04 48.3    (N) 094 19 25.3    (W)   HD_HELD2
 DR2682* NAVD 88 ORTHO HEIGHT -   174.161 (meters)      571.39  (feet) ADJUSTED
 DR2682  ______________________________________________________________________
 DR2682  GEOID HEIGHT    -        -27.971 (meters)                     GEOID18
 DR2682  DYNAMIC HEIGHT  -        173.984 (meters)      570.81  (feet) COMP
 DR2682  MODELED GRAVITY -    979,616.3   (mgal)                       NAVD 88
 DR2682
 DR2682  VERT ORDER      -  FIRST     CLASS II
 DR2682
 DR2682.The horizontal coordinates were established by autonomous hand held GPS
 DR2682.observations and have an estimated accuracy of +/- 10 meters.
 DR2682
 DR2682.The orthometric height was determined by differential leveling and
 DR2682.adjusted by the NATIONAL GEODETIC SURVEY
 DR2682.in September 2019.
 DR2682
 DR2682.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR2682.GEOID18 height accuracy estimate available here.
 DR2682
 DR2682.Click photographs - Photos may exist for this station.
 DR2682
 DR2682.The dynamic height is computed by dividing the NAVD 88
 DR2682.geopotential number by the normal gravity value computed on the
 DR2682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR2682.degrees latitude (g = 980.6199 gals.).
 DR2682
 DR2682.The modeled gravity was interpolated from observed gravity values.
 DR2682
 DR2682;                    North         East    Units  Estimated Accuracy
 DR2682;SPC AR S     -   559,199.      185,563.      MT  (+/- 10 meters HH2 GPS)
 DR2682
 DR2682_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT7787071826(NAD 83)
 DR2682
 DR2682                          SUPERSEDED SURVEY CONTROL
 DR2682
 DR2682.No superseded survey control is available for this station.
 DR2682
 DR2682_MARKER: DB = BENCH MARK DISK
 DR2682_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DR2682_SP_SET: BASE
 DR2682_STAMPING: N 354 2019
 DR2682_MARK LOGO: ARHD
 DR2682_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR2682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR2682+STABILITY: SURFACE MOTION
 DR2682_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR2682+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2019
 DR2682
 DR2682  HISTORY     - Date     Condition        Report By
 DR2682  HISTORY     - 20190605 MONUMENTED       ARHD
 DR2682
 DR2682                          STATION DESCRIPTION
 DR2682
 DR2682'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2019 (JDH)
 DR2682'THE STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) SOUTH OF GILLHAM, 5.2 MI
 DR2682'(8.4 KM) NORTHEAST OF CHAPEL HILL AND 3.1 MI (5.0 KM) NORTH-NORTHEAST
 DR2682'OF DE QUEEN.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR2682'
 DR2682'TO REACH FROM THE INTERSECTION OF US HIGHWAY 70 AND US HIGHWAY 71, GO
 DR2682'NORTH ON HIGHWAY 71 FOR 2.2 MI (3.5 KM) AT THE ARDOT SHOPS TO THE
 DR2682'STATION ON THE LEFT, IN THE SOUTHWEST EDGE OF THE ARDQ CORS BASE.
 DR2682'
 DR2682'IT IS 92 FT (28.0 M) SOUTHEAST OF BENCH MARK P 354, 68 FT (20.7 M)
 DR2682'NORTH OF A LIGHT POLE, 15 FT (4.6 M) WEST OF A 6 FT (1.8 M) CHAIN LINK
 DR2682'FENCE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR3454 ***********************************************************************
 DR3454  DESIGNATION -  N 355
 DR3454  PID         -  DR3454
 DR3454  STATE/COUNTY-  AR/MISSISSIPPI
 DR3454  COUNTRY     -  US
 DR3454  USGS QUAD   -  DELL (2017)
 DR3454
 DR3454                         *CURRENT SURVEY CONTROL
 DR3454  ______________________________________________________________________
 DR3454* NAD 83(1986) POSITION- 35 45 22.1    (N) 090 00 36.7    (W)   HD_HELD2
 DR3454* NAVD 88 ORTHO HEIGHT -    77.624 (meters)      254.67  (feet) ADJUSTED
 DR3454  ______________________________________________________________________
 DR3454  GEOID HEIGHT    -        -27.782 (meters)                     GEOID18
 DR3454  DYNAMIC HEIGHT  -         77.558 (meters)      254.45  (feet) COMP
 DR3454  MODELED GRAVITY -    979,784.8   (mgal)                       NAVD 88
 DR3454
 DR3454  VERT ORDER      -  FIRST     CLASS II
 DR3454
 DR3454.The horizontal coordinates were established by autonomous hand held GPS
 DR3454.observations and have an estimated accuracy of +/- 10 meters.
 DR3454
 DR3454.The orthometric height was determined by differential leveling and
 DR3454.adjusted by the NATIONAL GEODETIC SURVEY
 DR3454.in June 2020.
 DR3454
 DR3454.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR3454.GEOID18 height accuracy estimate available here.
 DR3454
 DR3454.Click photographs - Photos may exist for this station.
 DR3454
 DR3454.The dynamic height is computed by dividing the NAVD 88
 DR3454.geopotential number by the normal gravity value computed on the
 DR3454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR3454.degrees latitude (g = 980.6199 gals.).
 DR3454
 DR3454.The modeled gravity was interpolated from observed gravity values.
 DR3454
 DR3454;                    North         East    Units  Estimated Accuracy
 DR3454;SPC AR N     -   159,667.      579,936.      MT  (+/- 10 meters HH2 GPS)
 DR3454
 DR3454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV7033061024(NAD 83)
 DR3454
 DR3454                          SUPERSEDED SURVEY CONTROL
 DR3454
 DR3454.No superseded survey control is available for this station.
 DR3454
 DR3454_MARKER: DB = BENCH MARK DISK
 DR3454_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR3454_SP_SET: DROPLET DRAIN
 DR3454_STAMPING: N 355 2019
 DR3454_MARK LOGO: ARHD
 DR3454_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR3454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR3454_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR3454+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2019
 DR3454
 DR3454  HISTORY     - Date     Condition        Report By
 DR3454  HISTORY     - 20190827 MONUMENTED       ARHD
 DR3454
 DR3454                          STATION DESCRIPTION
 DR3454
 DR3454'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2019 (JDH)
 DR3454'THE STATION IS LOCATED ABOUT 7.1 MI (11.4 KM) SOUTH-SOUTHEAST OF DELL,
 DR3454'4.6 MI (7.4 KM) WEST OF LUXORA AND 4.2 MI (6.8 KM) NORTH-NORTHWEST OF
 DR3454'OSCEOLA.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR3454'
 DR3454'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 119 AND STATE HIGHWAY
 DR3454'158, GO EAST ON HIGHWAY 158 FOR 1.4 MI (2.3 KM) TO THE STATION ON THE
 DR3454'RIGHT, IN THE CENTER OF THE SOUTH HEADWALL.
 DR3454'
 DR3454'IT IS 30 FT (9.1 M) EAST OF THE SOUTHEAST CORNER OF I-55 OVERPASS
 DR3454'BRIDGE, 20 FT (6.1 M) SOUTH OF HIGHWAY 158 CENTERLINE, 4 FT (1.2 M)
 DR3454'SOUTH OF A GUARD RAIL.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR7317 ***********************************************************************
 DR7317  DESIGNATION -  N 357
 DR7317  PID         -  DR7317
 DR7317  STATE/COUNTY-  AR/SHARP
 DR7317  COUNTRY     -  US
 DR7317  USGS QUAD   -  STUART (2017)
 DR7317
 DR7317                         *CURRENT SURVEY CONTROL
 DR7317  ______________________________________________________________________
 DR7317* NAD 83(1986) POSITION- 36 15 56.7    (N) 091 30 59.3    (W)   HD_HELD2
 DR7317* NAVD 88 ORTHO HEIGHT -   220.669 (meters)      723.98  (feet) ADJUSTED
 DR7317  ______________________________________________________________________
 DR7317  GEOID HEIGHT    -        -28.323 (meters)                     GEOID18
 DR7317  DYNAMIC HEIGHT  -        220.483 (meters)      723.37  (feet) COMP
 DR7317  MODELED GRAVITY -    979,782.0   (mgal)                       NAVD 88
 DR7317
 DR7317  VERT ORDER      -  SECOND    CLASS I
 DR7317
 DR7317.The horizontal coordinates were established by autonomous hand held GPS
 DR7317.observations and have an estimated accuracy of +/- 10 meters.
 DR7317
 DR7317.The orthometric height was determined by differential leveling and
 DR7317.adjusted by the NATIONAL GEODETIC SURVEY
 DR7317.in January 2022.
 DR7317
 DR7317.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7317.GEOID18 height accuracy estimate available here.
 DR7317
 DR7317.Click photographs - Photos may exist for this station.
 DR7317
 DR7317.The dynamic height is computed by dividing the NAVD 88
 DR7317.geopotential number by the normal gravity value computed on the
 DR7317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7317.degrees latitude (g = 980.6199 gals.).
 DR7317
 DR7317.The modeled gravity was interpolated from observed gravity values.
 DR7317
 DR7317;                    North         East    Units  Estimated Accuracy
 DR7317;SPC AR N     -   214,500.      443,450.      MT  (+/- 10 meters HH2 GPS)
 DR7317
 DR7317_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA3326114445(NAD 83)
 DR7317
 DR7317                          SUPERSEDED SURVEY CONTROL
 DR7317
 DR7317.No superseded survey control is available for this station.
 DR7317
 DR7317_MARKER: DB = BENCH MARK DISK
 DR7317_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DR7317_SP_SET: ROCK
 DR7317_STAMPING: N 357 2021
 DR7317_MARK LOGO: ARHD
 DR7317_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DR7317_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7317_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7317+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2021
 DR7317
 DR7317  HISTORY     - Date     Condition        Report By
 DR7317  HISTORY     - 20210901 MONUMENTED       ARHD
 DR7317
 DR7317                          STATION DESCRIPTION
 DR7317
 DR7317'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2021 (JDH)
 DR7317'THE MARK IS LOCATED ABOUT 5.9 MI (9.5 KM) EAST-NORTHEAST OF ASH FLAT,
 DR7317'3.9 MI (6.3 KM) SOUTH-SOUTHWEST OF HARDY AND IN THE TOWN OF STUART,
 DR7317'AR.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7317'
 DR7317'TO REACH FROM THE INTERSECTION OF US HIGHWAY 62/412 AND US HIGHWAY
 DR7317'167, GO EAST ALONG HIGHWAY 62/412 FOR 4.75 MI (7.64 KM) TO THE STATION
 DR7317'ON THE RIGHT, IN A 2'X2' ROCK.
 DR7317'
 DR7317'IT IS 145 FT (44.2 M) SOUTHWEST OF AN ASPHALT DRIVE, 104 FT (31.7 M)
 DR7317'NORTHEAST OF A POWER POLE, 36 FT (11.0 M) SOUTHEAST OF HIGHWAY 62/412
 DR7317'CENTERLINE AND 25 FT (7.6 M) NORTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR8093 ***********************************************************************
 DR8093  DESIGNATION -  N 358
 DR8093  PID         -  DR8093
 DR8093  STATE/COUNTY-  AR/ARKANSAS
 DR8093  COUNTRY     -  US
 DR8093  USGS QUAD   -  DE WITT SW (2017)
 DR8093
 DR8093                         *CURRENT SURVEY CONTROL
 DR8093  ______________________________________________________________________
 DR8093* NAD 83(1986) POSITION- 34 17 54.6    (N) 091 22 55.7    (W)   HD_HELD2
 DR8093* NAVD 88 ORTHO HEIGHT -    58.767 (meters)      192.80  (feet) ADJUSTED
 DR8093  ______________________________________________________________________
 DR8093  GEOID HEIGHT    -        -26.393 (meters)                     GEOID18
 DR8093  DYNAMIC HEIGHT  -         58.710 (meters)      192.62  (feet) COMP
 DR8093  MODELED GRAVITY -    979,666.2   (mgal)                       NAVD 88
 DR8093
 DR8093  VERT ORDER      -  SECOND    CLASS I
 DR8093
 DR8093.The horizontal coordinates were established by autonomous hand held GPS
 DR8093.observations and have an estimated accuracy of +/- 10 meters.
 DR8093
 DR8093.The orthometric height was determined by differential leveling and
 DR8093.adjusted by the NATIONAL GEODETIC SURVEY
 DR8093.in September 2022.
 DR8093
 DR8093.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8093.GEOID18 height accuracy estimate available here.
 DR8093
 DR8093.Click photographs - Photos may exist for this station.
 DR8093
 DR8093.The dynamic height is computed by dividing the NAVD 88
 DR8093.geopotential number by the normal gravity value computed on the
 DR8093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR8093.degrees latitude (g = 980.6199 gals.).
 DR8093
 DR8093.The modeled gravity was interpolated from observed gravity values.
 DR8093
 DR8093;                    North         East    Units  Estimated Accuracy
 DR8093;SPC AR S     -   581,163.      456,876.      MT  (+/- 10 meters HH2 GPS)
 DR8093
 DR8093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT4888896438(NAD 83)
 DR8093
 DR8093                          SUPERSEDED SURVEY CONTROL
 DR8093
 DR8093.No superseded survey control is available for this station.
 DR8093
 DR8093_MARKER: F = FLANGE-ENCASED ROD
 DR8093_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR8093_STAMPING: N 358 2022
 DR8093_MARK LOGO: ARHD
 DR8093_PROJECTION: FLUSH
 DR8093_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DR8093_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR8093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR8093+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2022
 DR8093_ROD/PIPE-DEPTH: 7.01 meters
 DR8093
 DR8093  HISTORY     - Date     Condition        Report By
 DR8093  HISTORY     - 20220120 MONUMENTED       ARHD
 DR8093
 DR8093                          STATION DESCRIPTION
 DR8093
 DR8093'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2022 (JDH)
 DR8093'THE MARK IS LOCATED ABOUT 9.0 MI (14.5 KM) EAST OF LODGE CORNER, 7.8
 DR8093'MI (12.6 KM) SOUTH-SOUTHEAST OF ALMYRA AND 1.8 MI (2.9 KM)
 DR8093'WEST-NORTHWEST OF DE WITT.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR8093'
 DR8093'TO REACH FROM THE INTERSECTION OF US HIGHWAY 165 AND STATE HIGHWAY 11,
 DR8093'HEAD EAST ALONG HIGHWAY 165 FOR 6.35 MI (10.22 KM) TO THE STATION ON
 DR8093'THE RIGHT.
 DR8093'
 DR8093'IT IS 132 FT (40.2 M) WEST OF A POWER POLE, 47 FT (14.3 M) SOUTH OF
 DR8093'HIGHWAY 165 CENTERLINE AND 12 FT (3.7 M) NORTH OF A WITNESS POST.
 DR8093'
 DR8093'NOTE-ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH (13 CM) LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR9225 ***********************************************************************
 DR9225  DESIGNATION -  N 359
 DR9225  PID         -  DR9225
 DR9225  STATE/COUNTY-  AR/YELL
 DR9225  COUNTRY     -  US
 DR9225  USGS QUAD   -  OLA (2017)
 DR9225
 DR9225                         *CURRENT SURVEY CONTROL
 DR9225  ______________________________________________________________________
 DR9225* NAD 83(1986) POSITION- 35 02 45.9    (N) 093 14 46.1    (W)   HD_HELD2
 DR9225* NAVD 88 ORTHO HEIGHT -    98.604 (meters)      323.50  (feet) ADJUSTED
 DR9225  ______________________________________________________________________
 DR9225  GEOID HEIGHT    -        -29.327 (meters)                     GEOID18
 DR9225  DYNAMIC HEIGHT  -         98.508 (meters)      323.19  (feet) COMP
 DR9225  MODELED GRAVITY -    979,663.3   (mgal)                       NAVD 88
 DR9225
 DR9225  VERT ORDER      -  SECOND    CLASS I
 DR9225
 DR9225.The horizontal coordinates were established by autonomous hand held GPS
 DR9225.observations and have an estimated accuracy of +/- 10 meters.
 DR9225
 DR9225.The orthometric height was determined by differential leveling and
 DR9225.adjusted by the NATIONAL GEODETIC SURVEY
 DR9225.in September 2023.
 DR9225
 DR9225.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9225.GEOID18 height accuracy estimate available here.
 DR9225
 DR9225.Click photographs - Photos may exist for this station.
 DR9225
 DR9225.The dynamic height is computed by dividing the NAVD 88
 DR9225.geopotential number by the normal gravity value computed on the
 DR9225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9225.degrees latitude (g = 980.6199 gals.).
 DR9225
 DR9225.The modeled gravity was interpolated from observed gravity values.
 DR9225
 DR9225;                    North         East    Units  Estimated Accuracy
 DR9225;SPC AR N     -    79,793.      286,311.      MT  (+/- 10 meters HH2 GPS)
 DR9225
 DR9225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU7755178181(NAD 83)
 DR9225
 DR9225                          SUPERSEDED SURVEY CONTROL
 DR9225
 DR9225.No superseded survey control is available for this station.
 DR9225
 DR9225_MARKER: DB = BENCH MARK DISK
 DR9225_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DR9225_SP_SET: CULVERT HEADWALL
 DR9225_STAMPING: N 359 2023
 DR9225_MARK LOGO: ARHD
 DR9225_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR9225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR9225+STABILITY: SURFACE MOTION
 DR9225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9225+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2023
 DR9225
 DR9225  HISTORY     - Date     Condition        Report By
 DR9225  HISTORY     - 20230808 MONUMENTED       ARHD
 DR9225
 DR9225                          STATION DESCRIPTION
 DR9225
 DR9225'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2023 (JDH)
 DR9225'THE MARK IS LOCATED ABOUT 8.3 MI (13.4 KM) SOUTH-SOUTHEAST OF
 DR9225'CHICKALAH, 4.9 MI (7.9 KM) NORTHEAST OF PLAINVIEW AND 1.6 MI (2.6 KM)
 DR9225'NORTHWEST OF OLA.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR9225'
 DR9225'TO REACH FROM THE INTERSECTION OF HIGHWAY 10 AND 7 GO WEST ALONG ALONG
 DR9225'HIGHWAY 10 FOR 1.6 MI (2.6 KM) TO THE STATION ON THE RIGHT SET IN
 DR9225'CENTER OF HEADWALL NORTH SIDE OF HIGHWAY 10.
 DR9225'
 DR9225'IT IS 88 FT (26.8 M) WEST OF POWER POLE, 20 FT (6.1 M) NORTH OF THE
 DR9225'CENTERLINE OF HIGHWAY 10.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0080 ***********************************************************************
 GF0080  DESIGNATION -  N 36
 GF0080  PID         -  GF0080
 GF0080  STATE/COUNTY-  AR/BAXTER
 GF0080  COUNTRY     -  US
 GF0080  USGS QUAD   -  MIDWAY (2017)
 GF0080
 GF0080                         *CURRENT SURVEY CONTROL
 GF0080  ______________________________________________________________________
 GF0080* NAD 83(1986) POSITION- 36 24 16.     (N) 092 27 41.     (W)   SCALED
 GF0080* NAVD 88 ORTHO HEIGHT -   284.830 (meters)      934.48  (feet) ADJUSTED
 GF0080  ______________________________________________________________________
 GF0080  GEOID HEIGHT    -        -28.420 (meters)                     GEOID18
 GF0080  DYNAMIC HEIGHT  -        284.588 (meters)      933.69  (feet) COMP
 GF0080  MODELED GRAVITY -    979,775.8   (mgal)                       NAVD 88
 GF0080
 GF0080  VERT ORDER      -  SECOND    CLASS 0
 GF0080
 GF0080.The horizontal coordinates were scaled from a map and have
 GF0080.an estimated accuracy of +/- 6 seconds.
 GF0080
 GF0080.The orthometric height was determined by differential leveling and
 GF0080.adjusted by the NATIONAL GEODETIC SURVEY
 GF0080.in June 1991.
 GF0080
 GF0080.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0080.GEOID18 height accuracy estimate available here.
 GF0080
 GF0080.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA482289(NAD 83)
 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
 GF0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0080.See file dsdata.pdf to determine how the superseded data were derived.
 GF0080
 GF0080_MARKER: DB = BENCH MARK DISK
 GF0080_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GF0080_STAMPING: N 36 1934
 GF0080_MARK LOGO: CGS
 GF0080_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 DR9514 ***********************************************************************
 DR9514  DESIGNATION -  N 360
 DR9514  PID         -  DR9514
 DR9514  STATE/COUNTY-  AR/FAULKNER
 DR9514  COUNTRY     -  US
 DR9514  USGS QUAD   -  CONWAY (2017)
 DR9514
 DR9514                         *CURRENT SURVEY CONTROL
 DR9514  ______________________________________________________________________
 DR9514* NAD 83(1986) POSITION- 35 05 24.3    (N) 092 22 47.2    (W)   HD_HELD2
 DR9514* NAVD 88 ORTHO HEIGHT -   120.088 (meters)      393.99  (feet) ADJUSTED
 DR9514  ______________________________________________________________________
 DR9514  GEOID HEIGHT    -        -27.856 (meters)                     GEOID18
 DR9514  DYNAMIC HEIGHT  -        119.976 (meters)      393.62  (feet) COMP
 DR9514  MODELED GRAVITY -    979,695.5   (mgal)                       NAVD 88
 DR9514
 DR9514  VERT ORDER      -  FIRST     CLASS II
 DR9514
 DR9514.The horizontal coordinates were established by autonomous hand held GPS
 DR9514.observations and have an estimated accuracy of +/- 10 meters.
 DR9514
 DR9514.The orthometric height was determined by differential leveling and
 DR9514.adjusted by the NATIONAL GEODETIC SURVEY
 DR9514.in January 2024.
 DR9514
 DR9514.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9514.GEOID18 height accuracy estimate available here.
 DR9514
 DR9514.Click photographs - Photos may exist for this station.
 DR9514
 DR9514.The dynamic height is computed by dividing the NAVD 88
 DR9514.geopotential number by the normal gravity value computed on the
 DR9514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9514.degrees latitude (g = 980.6199 gals.).
 DR9514
 DR9514.The modeled gravity was interpolated from observed gravity values.
 DR9514
 DR9514;                    North         East    Units  Estimated Accuracy
 DR9514;SPC AR N     -    84,022.      365,370.      MT  (+/- 10 meters HH2 GPS)
 DR9514
 DR9514_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5653483208(NAD 83)
 DR9514
 DR9514                          SUPERSEDED SURVEY CONTROL
 DR9514
 DR9514.No superseded survey control is available for this station.
 DR9514
 DR9514_MARKER: DB = BENCH MARK DISK
 DR9514_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR9514_SP_SET: CATCH BASON
 DR9514_STAMPING: N 360 2023
 DR9514_MARK LOGO: ARHD
 DR9514_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR9514_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR9514_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9514+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2023
 DR9514
 DR9514  HISTORY     - Date     Condition        Report By
 DR9514  HISTORY     - 20230926 MONUMENTED       ARHD
 DR9514
 DR9514                          STATION DESCRIPTION
 DR9514
 DR9514'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2023 (JDH)
 DR9514'THE MARK IS LOCATED ABOUT 7.9 MI (12.7 KM) EAST OF GLEASON, 4.3 MI
 DR9514'(6.9 KM) WEST OF HAMLET AND 3.5 MI (5.6 KM) EAST OF CONWAY.
 DR9514'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR9514'
 DR9514'TO REACH FROM THE INTERSECTION OF US I-40 AND US HIGHWAY 64, HEAD EAST
 DR9514'ALONG HIGHWAY 64 FOR 2.45 MI (3.94 KM) TO THE STATION ON THE RIGHT, AN
 DR9514'ALUMINUM CAP SET IN THE SOUTHWEST CORNER OF A CATCH BASON.
 DR9514'
 DR9514'IT IS 45 FT (13.7 M) NORTHWEST OF A FIRE HYDRANT, 43 FT (13.1 M)
 DR9514'NORTHEAST OF THE NORTH EDGE OF ALMOST FAMOUS SMOKE HOUSE AND GRILL
 DR9514'SIGN, 6 FT (1.8 M) SOUTH OF HIGHWAY 64 EDGE OF ASPHALT AND 3 FT (0.9
 DR9514'M) SOUTHWEST OF CENTER OF MANHOLE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DS1910 ***********************************************************************
 DS1910  DESIGNATION -  N 361
 DS1910  PID         -  DS1910
 DS1910  STATE/COUNTY-  AR/SCOTT
 DS1910  COUNTRY     -  US
 DS1910  USGS QUAD   -  WALDRON (2017)
 DS1910
 DS1910                         *CURRENT SURVEY CONTROL
 DS1910  ______________________________________________________________________
 DS1910* NAD 83(1986) POSITION- 34 54 20.8    (N) 094 05 32.2    (W)   HD_HELD2
 DS1910* NAVD 88 ORTHO HEIGHT -   200.261 (meters)      657.02  (feet) ADJUSTED
 DS1910  ______________________________________________________________________
 DS1910  GEOID HEIGHT    -        -30.665 (meters)                     GEOID18
 DS1910  DYNAMIC HEIGHT  -        200.053 (meters)      656.34  (feet) COMP
 DS1910  MODELED GRAVITY -    979,594.2   (mgal)                       NAVD 88
 DS1910
 DS1910  VERT ORDER      -  FIRST     CLASS II
 DS1910
 DS1910.The horizontal coordinates were established by autonomous hand held GPS
 DS1910.observations and have an estimated accuracy of +/- 10 meters.
 DS1910
 DS1910.The orthometric height was determined by differential leveling and
 DS1910.adjusted by the NATIONAL GEODETIC SURVEY
 DS1910.in August 2024.
 DS1910
 DS1910.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS1910.GEOID18 height accuracy estimate available here.
 DS1910
 DS1910.Click photographs - Photos may exist for this station.
 DS1910
 DS1910.The dynamic height is computed by dividing the NAVD 88
 DS1910.geopotential number by the normal gravity value computed on the
 DS1910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS1910.degrees latitude (g = 980.6199 gals.).
 DS1910
 DS1910.The modeled gravity was interpolated from observed gravity values.
 DS1910
 DS1910;                    North         East    Units  Estimated Accuracy
 DS1910;SPC AR N     -    65,540.      208,794.      MT  (+/- 10 meters HH2 GPS)
 DS1910
 DS1910_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU0021163138(NAD 83)
 DS1910
 DS1910                          SUPERSEDED SURVEY CONTROL
 DS1910
 DS1910.No superseded survey control is available for this station.
 DS1910
 DS1910_MARKER: DV = VERTICAL CONTROL DISK
 DS1910_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DS1910_SP_SET: DECK CONNECTION
 DS1910_STAMPING: N 361 2024
 DS1910_MARK LOGO: ARHD
 DS1910_PROJECTION: FLUSH
 DS1910_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS1910_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS1910_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS1910+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2024
 DS1910
 DS1910  HISTORY     - Date     Condition        Report By
 DS1910  HISTORY     - 20240328 MONUMENTED       ARHD
 DS1910
 DS1910                          STATION DESCRIPTION
 DS1910
 DS1910'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (JDH)
 DS1910'THE MARK IS LOCATED ABOUT 9.1 MI (14.6 KM) NORTH-NORTHWEST OF BOLES,
 DS1910'5.5 MI (8.8 KM) EAST-SOUTHEAST OF HON AND IN THE TOWN OF WALDRON, AR
 DS1910'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DS1910'
 DS1910'TO REACH FROM THE INTERSECTION OF HIGHWAY 71B AND HIGHWAY 80, HEAD
 DS1910'NORTH ON HIGHWAY 71B FOR 0.6 MI (1.0 KM) TO THE STATION ON THE LEFT,
 DS1910'NEAR A SIGN FOR POTEAU RELIEF, A ALUMINUM CAP SET IN THE CONCRETE
 DS1910'CONNECTING TO THE BRIDGE DECK.
 DS1910'
 DS1910'IT IS 25.7 FT (7.8 M) NORTH OF OF N END OF BRIDGE OVER POTEAU RELIEF
 DS1910'AND 19.5 FT (5.9 M) WEST OF THE CENTERLINE OF HIGHWAY 71B.
 DS1910'
 DS1910'NOTE-BENCH MARK IS FLUSH IN CONCRETE LEVEL WITH HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DS2458 ***********************************************************************
 DS2458  DESIGNATION -  N 362
 DS2458  PID         -  DS2458
 DS2458  STATE/COUNTY-  AR/COLUMBIA
 DS2458  COUNTRY     -  US
 DS2458  USGS QUAD   -  WALDO (2017)
 DS2458
 DS2458                         *CURRENT SURVEY CONTROL
 DS2458  ______________________________________________________________________
 DS2458* NAD 83(1986) POSITION- 33 16 06.6    (N) 093 15 36.0    (W)   HD_HELD2
 DS2458* NAVD 88 ORTHO HEIGHT -    81.044 (meters)      265.89  (feet) ADJUSTED
 DS2458  ______________________________________________________________________
 DS2458  GEOID HEIGHT    -        -26.450 (meters)                     GEOID18
 DS2458  DYNAMIC HEIGHT  -         80.957 (meters)      265.61  (feet) COMP
 DS2458  MODELED GRAVITY -    979,561.6   (mgal)                       NAVD 88
 DS2458
 DS2458  VERT ORDER      -  SECOND    CLASS I
 DS2458
 DS2458.The horizontal coordinates were established by autonomous hand held GPS
 DS2458.observations and have an estimated accuracy of +/- 10 meters.
 DS2458
 DS2458.The orthometric height was determined by differential leveling and
 DS2458.adjusted by the NATIONAL GEODETIC SURVEY
 DS2458.in October 2024.
 DS2458
 DS2458.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS2458.GEOID18 height accuracy estimate available here.
 DS2458
 DS2458.Click photographs - Photos may exist for this station.
 DS2458
 DS2458.The dynamic height is computed by dividing the NAVD 88
 DS2458.geopotential number by the normal gravity value computed on the
 DS2458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS2458.degrees latitude (g = 980.6199 gals.).
 DS2458
 DS2458.The modeled gravity was interpolated from observed gravity values.
 DS2458
 DS2458;                    North         East    Units  Estimated Accuracy
 DS2458;SPC AR S     -   467,474.      282,609.      MT  (+/- 10 meters HH2 GPS)
 DS2458
 DS2458_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS7578581083(NAD 83)
 DS2458
 DS2458                          SUPERSEDED SURVEY CONTROL
 DS2458
 DS2458.No superseded survey control is available for this station.
 DS2458
 DS2458_MARKER: DB = BENCH MARK DISK
 DS2458_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DS2458+WITH SETTING: PAVEMENT
 DS2458_SP_SET: BASE
 DS2458_STAMPING: N 362 2024
 DS2458_MARK LOGO: ARHD
 DS2458_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS2458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS2458+STABILITY: SURFACE MOTION
 DS2458_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DS2458+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2024
 DS2458
 DS2458  HISTORY     - Date     Condition        Report By
 DS2458  HISTORY     - 20240814 MONUMENTED       ARHD
 DS2458
 DS2458                          STATION DESCRIPTION
 DS2458
 DS2458'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (JDH)
 DS2458'THE MARK IS LOCATED ABOUT 6.8 MI (10.9 KM) NORTH-NORTHEAST OF
 DS2458'MACEDONIA, 6.1 MI (9.8 KM) SOUTH-SOUTHEAST OF WALDO AND 1.2 MI (1.9
 DS2458'KM) WEST OF MAGNOLIA.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DS2458'
 DS2458'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 371 AND STATE HIGHWAY
 DS2458'82B, HEAD WEST ALONG HIGHWAY 371 FOR 1.02 MI (1.64 KM) TO THE ARDOT
 DS2458'MAINTENANCE SHOP.  TURN LEFT AND GO SOUTH THROUGH ARDOT LOT FOR 0.02
 DS2458'MI (0.03 KM) TO THE STATION ON THE LEFT, A ALUMINUM CAP SET IN THE
 DS2458'CONCRETE BASE OF THE ARMN BASE ARP.
 DS2458'
 DS2458'IT IS 105 FT (32.0 M) SOUTH OF THE SOUTH EDGE OF HIGHWAY 371 ASPHALT,
 DS2458'48 FT (14.6 M) SOUTHWEST OF THE SOUTHWEST CORNER OF THE ARDOT
 DS2458'MAINTENANCE SHOP BUILDING AND 4 FT (1.2 M) SOUTH OF A CHAIN LINK
 DS2458'FENCE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DS3540 ***********************************************************************
 DS3540  DESIGNATION -  N 363
 DS3540  PID         -  DS3540
 DS3540  STATE/COUNTY-  AR/MILLER
 DS3540  COUNTRY     -  US
 DS3540  USGS QUAD   -  TEXARKANA (2019)
 DS3540
 DS3540                         *CURRENT SURVEY CONTROL
 DS3540  ______________________________________________________________________
 DS3540* NAD 83(1986) POSITION- 33 24 51.7    (N) 094 00 49.1    (W)   HD_HELD2
 DS3540* NAVD 88 ORTHO HEIGHT -   114.402 (meters)      375.33  (feet) ADJUSTED
 DS3540  ______________________________________________________________________
 DS3540  GEOID HEIGHT    -        -26.894 (meters)                     GEOID18
 DS3540  DYNAMIC HEIGHT  -        114.280 (meters)      374.93  (feet) COMP
 DS3540  MODELED GRAVITY -    979,570.9   (mgal)                       NAVD 88
 DS3540
 DS3540  VERT ORDER      -  FIRST     CLASS II
 DS3540
 DS3540.The horizontal coordinates were established by autonomous hand held GPS
 DS3540.observations and have an estimated accuracy of +/- 10 meters.
 DS3540
 DS3540.The orthometric height was determined by differential leveling and
 DS3540.adjusted by the NATIONAL GEODETIC SURVEY
 DS3540.in January 2026.
 DS3540
 DS3540.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3540.GEOID18 height accuracy estimate available here.
 DS3540
 DS3540.Click photographs - Photos may exist for this station.
 DS3540
 DS3540.The dynamic height is computed by dividing the NAVD 88
 DS3540.geopotential number by the normal gravity value computed on the
 DS3540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS3540.degrees latitude (g = 980.6199 gals.).
 DS3540
 DS3540.The modeled gravity was interpolated from observed gravity values.
 DS3540
 DS3540;                    North         East    Units  Estimated Accuracy
 DS3540;SPC AR S     -   484,771.      212,720.      MT  (+/- 10 meters HH2 GPS)
 DS3540
 DS3540_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS0575397683(NAD 83)
 DS3540
 DS3540                          SUPERSEDED SURVEY CONTROL
 DS3540
 DS3540.No superseded survey control is available for this station.
 DS3540
 DS3540_MARKER: DB = BENCH MARK DISK
 DS3540_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DS3540_SP_SET: HEADWALL
 DS3540_STAMPING: N 363 2025
 DS3540_MARK LOGO: ARHD
 DS3540_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS3540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS3540+STABILITY: SURFACE MOTION
 DS3540_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DS3540+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2025
 DS3540
 DS3540  HISTORY     - Date     Condition        Report By
 DS3540  HISTORY     - 20250515 MONUMENTED       ARHD
 DS3540
 DS3540                          STATION DESCRIPTION
 DS3540
 DS3540'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2025 (JDH)
 DS3540'THE MARK IS LOCATED ABOUT 11.5 MI (18.5 KM) SOUTHWEST OF HOMAN, 5.5 MI
 DS3540'(8.8 KM) SOUTH-SOUTHWEST OF MANDEVILLE AND 2.3 MI (3.7 KM) SOUTHEAST
 DS3540'OF TEXARKANA.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DS3540'
 DS3540'TO REACH FROM THE INTERSECTION OF US I-49 AND US HIGHWAY 82, HEAD WEST
 DS3540'ALONG HIGHWAY 82 FOR 0.50 MI (0.80 KM) TO CITY STREET SOUTH OATS
 DS3540'STREET.  TURN LEFT AND GO SOUTH ALONG SOUTH OATS STREET FOR 1.0 MI
 DS3540'(1.6 KM) TO CITY STREET DIVISION STREET.  TURN RIGHT AND GO WEST ALONG
 DS3540'DIVISION STREET FOR 0.04 MI (0.06 KM) TO CITY STREET GENOA STREET.
 DS3540'TURN LEFT AND GO SOUTH ALONG GENOA STREET FOR 0.13 MI (0.21 KM) TO THE
 DS3540'STATION ON THE LEFT, AN ALUMINUM CAP SET IN THE CENTER OF THE EAST
 DS3540'HEADWALL.
 DS3540'
 DS3540'IT IS 61 FT (18.6 M) SOUTHEAST OF A FIRE HYDRANT, 18 FT (5.5 M)
 DS3540'SOUTHWEST OF A COMBINATION POLE AND 12 FT (3.7 M) EAST OF GENOA STREET
 DS3540'CENTERLINE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DS3536 ***********************************************************************
 DS3536  DESIGNATION -  N 364
 DS3536  PID         -  DS3536
 DS3536  STATE/COUNTY-  AR/SEARCY
 DS3536  COUNTRY     -  US
 DS3536  USGS QUAD   -  MARSHALL (2017)
 DS3536
 DS3536                         *CURRENT SURVEY CONTROL
 DS3536  ______________________________________________________________________
 DS3536* NAD 83(1986) POSITION- 35 53 45.2    (N) 092 38 29.8    (W)   HD_HELD2
 DS3536* NAVD 88 ORTHO HEIGHT -   296.534 (meters)      972.88  (feet) ADJUSTED
 DS3536  ______________________________________________________________________
 DS3536  GEOID HEIGHT    -        -28.093 (meters)                     GEOID18
 DS3536  DYNAMIC HEIGHT  -        296.261 (meters)      971.98  (feet) COMP
 DS3536  MODELED GRAVITY -    979,704.8   (mgal)                       NAVD 88
 DS3536
 DS3536  VERT ORDER      -  SECOND    CLASS I
 DS3536
 DS3536.The horizontal coordinates were established by autonomous hand held GPS
 DS3536.observations and have an estimated accuracy of +/- 10 meters.
 DS3536
 DS3536.The orthometric height was determined by differential leveling and
 DS3536.adjusted by the NATIONAL GEODETIC SURVEY
 DS3536.in January 2026.
 DS3536
 DS3536.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3536.GEOID18 height accuracy estimate available here.
 DS3536
 DS3536.Click photographs - Photos may exist for this station.
 DS3536
 DS3536.The dynamic height is computed by dividing the NAVD 88
 DS3536.geopotential number by the normal gravity value computed on the
 DS3536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS3536.degrees latitude (g = 980.6199 gals.).
 DS3536
 DS3536.The modeled gravity was interpolated from observed gravity values.
 DS3536
 DS3536;                    North         East    Units  Estimated Accuracy
 DS3536;SPC AR N     -   173,543.      342,077.      MT  (+/- 10 meters HH2 GPS)
 DS3536
 DS3536_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV3234372460(NAD 83)
 DS3536
 DS3536                          SUPERSEDED SURVEY CONTROL
 DS3536
 DS3536.No superseded survey control is available for this station.
 DS3536
 DS3536_MARKER: DB = BENCH MARK DISK
 DS3536_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DS3536+WITH SETTING: PAVEMENT
 DS3536_SP_SET: ARP BASE
 DS3536_STAMPING: N 364 2025
 DS3536_MARK LOGO: ARHD
 DS3536_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS3536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS3536+STABILITY: SURFACE MOTION
 DS3536_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DS3536+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2025
 DS3536
 DS3536  HISTORY     - Date     Condition        Report By
 DS3536  HISTORY     - 20250715 MONUMENTED       ARHD
 DS3536
 DS3536                          STATION DESCRIPTION
 DS3536
 DS3536'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2025 (JDH)
 DS3536'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) NORTHWEST OF LESLIE, 4.0 MI
 DS3536'(6.4 KM) EAST-NORTHEAST OF CANAAN AND 1.1 MI (1.8 KM) SOUTH-SOUTHWEST
 DS3536'OF MARSHALL.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DS3536'
 DS3536'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 27,
 DS3536'HEAD SOUTH ALONG HIGHWAY 27 FOR 1.53 MI (2.46 KM) TO THE STATION ON
 DS3536'THE LEFT AT THE ARDOT MAINTENANCE SHOP, AN ALUMINUM CAP SET IN THE
 DS3536'CONCRETE BASE OF THE ARML BASE ARP.
 DS3536'
 DS3536'IT IS 110 FT (33.5 M) SOUTH OF HIGHWAY 27 CENTERLINE, 66 FT (20.1 M)
 DS3536'WEST OF THE ARDOT MAINTENANCE SHOP AND 14 FT (4.3 M) SOUTHEAST OF A
 DS3536'CHAIN LINK FENCE CORNER.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0131 ***********************************************************************
 GF0131  CBN         -  This is a Cooperative Base Network Control Station.
 GF0131  DESIGNATION -  N 37
 GF0131  PID         -  GF0131
 GF0131  STATE/COUNTY-  AR/MARION
 GF0131  COUNTRY     -  US
 GF0131  USGS QUAD   -  YELLVILLE (2017)
 GF0131
 GF0131                         *CURRENT SURVEY CONTROL
 GF0131  ______________________________________________________________________
 GF0131* NAD 83(2011) POSITION- 36 14 36.99312(N) 092 42 24.44743(W)   NO CHECK
 GF0131* NAD 83(2011) ELLIP HT-   223.739 (meters)        (06/27/12)   NO CHECK
 GF0131* NAD 83(2011) EPOCH   -  2010.00
 GF0131* NAVD 88 ORTHO HEIGHT -   252.129 (meters)      827.19  (feet) ADJUSTED
 GF0131  ______________________________________________________________________
 GF0131  GEOID HEIGHT    -        -28.440 (meters)                     GEOID18
 GF0131  NAD 83(2011) X  -   -243,219.478 (meters)                     COMP
 GF0131  NAD 83(2011) Y  - -5,144,498.045 (meters)                     COMP
 GF0131  NAD 83(2011) Z  -  3,750,158.798 (meters)                     COMP
 GF0131  LAPLACE CORR    -          0.12  (seconds)                    DEFLEC18
 GF0131  DYNAMIC HEIGHT  -        251.907 (meters)      826.46  (feet) COMP
 GF0131  MODELED GRAVITY -    979,749.2   (mgal)                       NAVD 88
 GF0131
 GF0131  VERT ORDER      -  SECOND    CLASS 0
 GF0131
 GF0131  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GF0131  Standards:
 GF0131         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GF0131            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GF0131  -------------------------------------------------------------------
 GF0131  NETWORK    1.79   4.61           0.80   0.65   2.35      0.08521099
 GF0131  -------------------------------------------------------------------
 GF0131  Click here for local accuracies and other accuracy information.
 GF0131
 GF0131.The horizontal coordinates were established by GPS observations
 GF0131.and adjusted by the National Geodetic Survey in June 2012.
 GF0131
 GF0131.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GF0131.been affixed to the stable North American tectonic plate. See 
 GF0131.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GF0131
 GF0131.The horizontal coordinates are valid at the epoch date displayed above
 GF0131.which is a decimal equivalence of Year/Month/Day.
 GF0131
 GF0131.No horizontal observational check was made to the station.
 GF0131
 GF0131.The orthometric height was determined by differential leveling and
 GF0131.adjusted by the NATIONAL GEODETIC SURVEY
 GF0131.in June 1991.
 GF0131
 GF0131.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0131.GEOID18 height accuracy estimate available here.
 GF0131
 GF0131.Click photographs - Photos may exist for this station.
 GF0131
 GF0131.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GF0131
 GF0131.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0131
 GF0131.The ellipsoidal height was determined by GPS observations
 GF0131.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 GF0131
 GF0131;                    North         East     Units Scale Factor Converg.
 GF0131;SPC AR N     -   212,164.261   336,470.108   MT  1.00000205   -0 24 40.6
 GF0131;SPC AR N     -   696,075.58  1,103,902.35   sFT  1.00000205   -0 24 40.6
 GF0131;UTM  15      - 4,011,008.679   526,344.755   MT  0.99960855   +0 10 24.1
 GF0131
 GF0131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GF0131!SPC AR N     -   0.99996489  x   1.00000205  =   0.99996694
 GF0131!UTM  15      -   0.99996489  x   0.99960855  =   0.99957345
 GF0131
 GF0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA2634411008(NAD 83)
 GF0131
 GF0131                          SUPERSEDED SURVEY CONTROL
 GF0131
 GF0131  NAD 83(2007)-  36 14 36.99316(N)    092 42 24.44819(W) AD(2002.00) 0
 GF0131  ELLIP H (02/10/07)  223.762  (m)                       GP(2002.00)    
 GF0131  ELLIP H (09/21/01)  223.753  (m)                       GP(       ) 4 2
 GF0131  NAD 83(1997)-  36 14 36.99291(N)    092 42 24.44864(W) AD(       ) B
 GF0131  ELLIP H (09/19/97)  223.763  (m)                       GP(       ) 4 1
 GF0131  NAD 83(1986)-  36 14 37.00755(N)    092 42 24.44882(W) AD(       ) 1
 GF0131  NAVD 88             252.13   (m)          827.2    (f) LEVELING    3  
 GF0131  NGVD 29 (??/??/92)  252.008  (m)          826.80   (f) ADJ UNCH    2 0
 GF0131  NGVD 29             252.01   (m)          826.8    (f) LEVELING    3  
 GF0131
 GF0131.Superseded values are not recommended for survey control.
 GF0131
 GF0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0131.See file dsdata.pdf to determine how the superseded data were derived.
 GF0131
 GF0131_MARKER: DB = BENCH MARK DISK
 GF0131_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GF0131_STAMPING: N 37 1934
 GF0131_MARK LOGO: CGS
 GF0131_PROJECTION: PROJECTING 25 CENTIMETERS
 GF0131_MAGNETIC: N = NO MAGNETIC MATERIAL
 GF0131_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GF0131+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2023
 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  HISTORY     - 20080301 GOOD             3001
 GF0131  HISTORY     - 20100318 GOOD             MAPTEC
 GF0131  HISTORY     - 20140409 GOOD             ARHD
 GF0131  HISTORY     - 20150930 GOOD             DOASLS
 GF0131  HISTORY     - 20171215 GOOD             DEWDAV
 GF0131  HISTORY     - 20231031 GOOD             ARHD
 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.
 GF0131
 GF0131                          STATION RECOVERY (2008)
 GF0131
 GF0131'RECOVERY NOTE BY 3001, INC 2008 (JCP)
 GF0131'RECOVERED IN GOOD CONDITION.
 GF0131
 GF0131                          STATION RECOVERY (2010)
 GF0131
 GF0131'RECOVERY NOTE BY MAPTECH INCORPORATED 2010 (JML)
 GF0131'RECOVERED IN GOOD CONDITION.
 GF0131
 GF0131                          STATION RECOVERY (2014)
 GF0131
 GF0131'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (JDH)
 GF0131'RECOVERED IN GOOD CONDITION.
 GF0131
 GF0131                          STATION RECOVERY (2015)
 GF0131
 GF0131'RECOVERY NOTE BY DEPARTMENT OF AGRICULTURE STAT 2015 (RLL)
 GF0131'RECOVERED IN GOOD CONDITION.
 GF0131
 GF0131                          STATION RECOVERY (2017)
 GF0131
 GF0131'RECOVERY NOTE BY DEWBERRY DAVIS 2017 (GDS)
 GF0131'RECOVERED IN GOOD CONDITION.
 GF0131
 GF0131                          STATION RECOVERY (2023)
 GF0131
 GF0131'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2023 (MWM)
 GF0131'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0104 ***********************************************************************
 GF0104  DESIGNATION -  N 38
 GF0104  PID         -  GF0104
 GF0104  STATE/COUNTY-  AR/FULTON
 GF0104  COUNTRY     -  US
 GF0104  USGS QUAD   -  GEPP (2017)
 GF0104
 GF0104                         *CURRENT SURVEY CONTROL
 GF0104  ______________________________________________________________________
 GF0104* NAD 83(1986) POSITION- 36 23 08.     (N) 092 07 15.     (W)   SCALED
 GF0104* NAVD 88 ORTHO HEIGHT -   274.527 (meters)      900.68  (feet) ADJUSTED
 GF0104  ______________________________________________________________________
 GF0104  GEOID HEIGHT    -        -28.302 (meters)                     GEOID18
 GF0104  DYNAMIC HEIGHT  -        274.297 (meters)      899.92  (feet) COMP
 GF0104  MODELED GRAVITY -    979,785.1   (mgal)                       NAVD 88
 GF0104
 GF0104  VERT ORDER      -  SECOND    CLASS 0
 GF0104
 GF0104.The horizontal coordinates were scaled from a map and have
 GF0104.an estimated accuracy of +/- 6 seconds.
 GF0104
 GF0104.The orthometric height was determined by differential leveling and
 GF0104.adjusted by the NATIONAL GEODETIC SURVEY
 GF0104.in June 1991.
 GF0104
 GF0104.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0104.GEOID18 height accuracy estimate available here.
 GF0104
 GF0104.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA788270(NAD 83)
 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
 GF0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0104.See file dsdata.pdf to determine how the superseded data were derived.
 GF0104
 GF0104_MARKER: DB = BENCH MARK DISK
 GF0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0104_STAMPING: N 38 1934
 GF0104_MARK LOGO: CGS
 GF0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0104+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0067 ***********************************************************************
 GF0067  DESIGNATION -  N 39
 GF0067  PID         -  GF0067
 GF0067  STATE/COUNTY-  AR/IZARD
 GF0067  COUNTRY     -  US
 GF0067  USGS QUAD   -  CALICO ROCK (2017)
 GF0067
 GF0067                         *CURRENT SURVEY CONTROL
 GF0067  ______________________________________________________________________
 GF0067* NAD 83(1986) POSITION- 36 05 34.     (N) 092 07 33.     (W)   SCALED
 GF0067* NAVD 88 ORTHO HEIGHT -   111.009 (meters)      364.20  (feet) ADJUSTED
 GF0067  ______________________________________________________________________
 GF0067  GEOID HEIGHT    -        -28.044 (meters)                     GEOID18
 GF0067  DYNAMIC HEIGHT  -        110.915 (meters)      363.89  (feet) COMP
 GF0067  MODELED GRAVITY -    979,788.0   (mgal)                       NAVD 88
 GF0067
 GF0067  VERT ORDER      -  SECOND    CLASS 0
 GF0067
 GF0067.The horizontal coordinates were scaled from a map and have
 GF0067.an estimated accuracy of +/- 6 seconds.
 GF0067
 GF0067.The orthometric height was determined by differential leveling and
 GF0067.adjusted by the NATIONAL GEODETIC SURVEY
 GF0067.in June 1991.
 GF0067
 GF0067.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0067.GEOID18 height accuracy estimate available here.
 GF0067
 GF0067.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV786945(NAD 83)
 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
 GF0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0067.See file dsdata.pdf to determine how the superseded data were derived.
 GF0067
 GF0067_MARKER: DB = BENCH MARK DISK
 GF0067_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GF0067_STAMPING: N 39 1934
 GF0067_MARK LOGO: CGS
 GF0067_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0067
 GF0067  HISTORY     - Date     Condition        Report By
 GF0067  HISTORY     - 1934     MONUMENTED       CGS
 GF0067  HISTORY     - 20100907 MARK NOT FOUND   ARHD
 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.
 GF0067
 GF0067                          STATION RECOVERY (2010)
 GF0067
 GF0067'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2010 (VJB)
 GF0067'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0113 ***********************************************************************
 FF0113  DESIGNATION -  N 4
 FF0113  PID         -  FF0113
 FF0113  STATE/COUNTY-  AR/POINSETT
 FF0113  COUNTRY     -  US
 FF0113  USGS QUAD   -  TYRONZA (2017)
 FF0113
 FF0113                         *CURRENT SURVEY CONTROL
 FF0113  ______________________________________________________________________
 FF0113* NAD 83(1986) POSITION- 35 28 04.     (N) 090 19 31.     (W)   SCALED
 FF0113* NAVD 88 ORTHO HEIGHT -    67.063 (meters)      220.02  (feet) ADJUSTED
 FF0113  ______________________________________________________________________
 FF0113  GEOID HEIGHT    -        -27.638 (meters)                     GEOID18
 FF0113  DYNAMIC HEIGHT  -         67.004 (meters)      219.83  (feet) COMP
 FF0113  MODELED GRAVITY -    979,753.9   (mgal)                       NAVD 88
 FF0113
 FF0113  VERT ORDER      -  FIRST     CLASS II
 FF0113
 FF0113.The horizontal coordinates were scaled from a map and have
 FF0113.an estimated accuracy of +/- 6 seconds.
 FF0113
 FF0113.The orthometric height was determined by differential leveling and
 FF0113.adjusted by the NATIONAL GEODETIC SURVEY
 FF0113.in June 1991.
 FF0113
 FF0113.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0113.GEOID18 height accuracy estimate available here.
 FF0113
 FF0113.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV427282(NAD 83)
 FF0113
 FF0113                          SUPERSEDED SURVEY CONTROL
 FF0113
 FF0113  NGVD 29 (11/26/84)   67.003  (m)          219.83   (f) ADJUSTED    1 2
 FF0113
 FF0113.Superseded values are not recommended for survey control.
 FF0113
 FF0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0113.See file dsdata.pdf to determine how the superseded data were derived.
 FF0113
 FF0113_MARKER: DB = BENCH MARK DISK
 FF0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0113_STAMPING: 220.397 N 4 1923
 FF0113_MARK LOGO: CGS
 FF0113_PROJECTION: RECESSED 5 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0603 ***********************************************************************
 GE0603  DESIGNATION -  N 40 RESET
 GE0603  PID         -  GE0603
 GE0603  STATE/COUNTY-  AR/SHARP
 GE0603  COUNTRY     -  US
 GE0603  USGS QUAD   -  STUART (2017)
 GE0603
 GE0603                         *CURRENT SURVEY CONTROL
 GE0603  ______________________________________________________________________
 GE0603* NAD 83(1986) POSITION- 36 17 31.83   (N) 091 30 19.70   (W)   HD_HELD1
 GE0603* NAVD 88 ORTHO HEIGHT -   202.195 (meters)      663.37  (feet) ADJUSTED
 GE0603  ______________________________________________________________________
 GE0603  GEOID HEIGHT    -        -28.367 (meters)                     GEOID18
 GE0603  DYNAMIC HEIGHT  -        202.025 (meters)      662.81  (feet) COMP
 GE0603  MODELED GRAVITY -    979,783.7   (mgal)                       NAVD 88
 GE0603
 GE0603  VERT ORDER      -  SECOND    CLASS 0
 GE0603
 GE0603.The horizontal coordinates were determined by differentially corrected
 GE0603.hand held GPS observations or other comparable positioning techniques
 GE0603.and have an estimated accuracy of +/- 3 meters.
 GE0603
 GE0603.The orthometric height was determined by differential leveling and
 GE0603.adjusted by the NATIONAL GEODETIC SURVEY
 GE0603.in June 1991.
 GE0603
 GE0603.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0603.GEOID18 height accuracy estimate available here.
 GE0603
 GE0603.Click photographs - Photos may exist for this station.
 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     -   217,436.9     444,423.7     MT  (+/- 3 meters HH1 GPS) 
 GE0603
 GE0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA3420417391(NAD 83)
 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
 GE0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0603.See file dsdata.pdf to determine how the superseded data were derived.
 GE0603
 GE0603_MARKER: DB = BENCH MARK DISK
 GE0603_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GE0603_SP_SET: CULVERT HEADWALL
 GE0603_STAMPING: N 40 RESET 1955
 GE0603_MARK LOGO: CGS
 GE0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0603+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0301 ***********************************************************************
 GE0301  DESIGNATION -  N 41
 GE0301  PID         -  GE0301
 GE0301  STATE/COUNTY-  AR/RANDOLPH
 GE0301  COUNTRY     -  US
 GE0301  USGS QUAD   -  MAYNARD (2017)
 GE0301
 GE0301                         *CURRENT SURVEY CONTROL
 GE0301  ______________________________________________________________________
 GE0301* NAD 83(1986) POSITION- 36 23 26.     (N) 090 54 32.     (W)   SCALED
 GE0301* NAVD 88 ORTHO HEIGHT -   116.135 (meters)      381.02  (feet) ADJUSTED
 GE0301  ______________________________________________________________________
 GE0301  GEOID HEIGHT    -        -28.555 (meters)                     GEOID18
 GE0301  DYNAMIC HEIGHT  -        116.042 (meters)      380.71  (feet) COMP
 GE0301  MODELED GRAVITY -    979,823.4   (mgal)                       NAVD 88
 GE0301
 GE0301  VERT ORDER      -  SECOND    CLASS 0
 GE0301
 GE0301.The horizontal coordinates were scaled from a map and have
 GE0301.an estimated accuracy of +/- 6 seconds.
 GE0301
 GE0301.The orthometric height was determined by differential leveling and
 GE0301.adjusted by the NATIONAL GEODETIC SURVEY
 GE0301.in June 1991.
 GE0301
 GE0301.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0301.GEOID18 height accuracy estimate available here.
 GE0301
 GE0301.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA875292(NAD 83)
 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
 GE0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0301.See file dsdata.pdf to determine how the superseded data were derived.
 GE0301
 GE0301_MARKER: DB = BENCH MARK DISK
 GE0301_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GE0301_SP_SET: CULVERT HEADWALL
 GE0301_STAMPING: N 41 1934
 GE0301_MARK LOGO: CGS
 GE0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0301+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1557 ***********************************************************************
 FF1557  DESIGNATION -  N 42
 FF1557  PID         -  FF1557
 FF1557  STATE/COUNTY-  AR/INDEPENDENCE
 FF1557  COUNTRY     -  US
 FF1557  USGS QUAD   -  CONCORD (2017)
 FF1557
 FF1557                         *CURRENT SURVEY CONTROL
 FF1557  ______________________________________________________________________
 FF1557* NAD 83(1997) POSITION- 35 43 00.98740(N) 091 45 02.71130(W)   ADJUSTED
 FF1557* NAD 83(1997) ELLIP HT-    93.805 (meters)        (09/24/01)   ADJUSTED
 FF1557* NAVD 88 ORTHO HEIGHT -   121.223 (meters)      397.71  (feet) ADJUSTED
 FF1557  ______________________________________________________________________
 FF1557  GEOID HEIGHT    -        -27.474 (meters)                     GEOID18
 FF1557  NAD 83(1997) X  -   -158,394.208 (meters)                     COMP
 FF1557  NAD 83(1997) Y  - -5,182,052.627 (meters)                     COMP
 FF1557  NAD 83(1997) Z  -  3,702,791.975 (meters)                     COMP
 FF1557  LAPLACE CORR    -         -1.66  (seconds)                    DEFLEC18
 FF1557  DYNAMIC HEIGHT  -        121.118 (meters)      397.37  (feet) COMP
 FF1557  MODELED GRAVITY -    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 and
 FF1557.adjusted by the NATIONAL GEODETIC SURVEY
 FF1557.in June 1991.
 FF1557
 FF1557.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1557.GEOID18 height accuracy estimate available here.
 FF1557
 FF1557.Click photographs - Photos may exist for this station.
 FF1557
 FF1557.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF1557
 FF1557.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1557
 FF1557.The ellipsoidal height was determined by GPS observations
 FF1557.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV1299553273(NAD 83)
 FF1557
 FF1557                          SUPERSEDED SURVEY CONTROL
 FF1557
 FF1557  ELLIP H (09/14/99)   93.803  (m)                       GP(       ) 4 1
 FF1557  NAD 83(1986)-  35 43 00.99768(N)    091 45 02.71082(W) AD(       ) 1
 FF1557  NGVD 29             121.15   (m)          397.5    (f) LEVELING    3  
 FF1557  NGVD 29 (11/26/84)  121.148  (m)          397.47   (f) ADJUSTED    2 0
 FF1557
 FF1557.Superseded values are not recommended for survey control.
 FF1557
 FF1557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1557.See file dsdata.pdf to determine how the superseded data were derived.
 FF1557
 FF1557_MARKER: DB = BENCH MARK DISK
 FF1557_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF1557_STAMPING: N 42 1935 397.466
 FF1557_MARK LOGO: CGS
 FF1557_MAGNETIC: N = NO MAGNETIC MATERIAL
 FF1557_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1557_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1557+SATELLITE: SATELLITE OBSERVATIONS - December 30, 2014
 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  HISTORY     - 20111109 GOOD             ARHD
 FF1557  HISTORY     - 20141230 GOOD             CONSOL
 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 DEPARTMENT OF TRANSPORTATION 2004 (VJB)
 FF1557'RECOVERED AS DESCRIBED IN GOOD CONDITION  SUTIBALE FOR SATELLITE
 FF1557'OBSERVATIONS
 FF1557
 FF1557                          STATION RECOVERY (2011)
 FF1557
 FF1557'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (KWS)
 FF1557'RECOVERED IN GOOD CONDITION.
 FF1557
 FF1557                          STATION RECOVERY (2014)
 FF1557
 FF1557'RECOVERY NOTE BY CONSOLIDATED LAND SERVICE 2014 (DB)
 FF1557'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1130 ***********************************************************************
 FF1130  DESIGNATION -  N 43
 FF1130  PID         -  FF1130
 FF1130  STATE/COUNTY-  AR/INDEPENDENCE
 FF1130  COUNTRY     -  US
 FF1130  USGS QUAD   -  NEWARK (2017)
 FF1130
 FF1130                         *CURRENT SURVEY CONTROL
 FF1130  ______________________________________________________________________
 FF1130* NAD 83(1986) POSITION- 35 41 45.     (N) 091 26 44.     (W)   SCALED
 FF1130* NAVD 88 ORTHO HEIGHT -    76.035 (meters)      249.46  (feet) ADJUSTED
 FF1130  ______________________________________________________________________
 FF1130  GEOID HEIGHT    -        -27.530 (meters)                     GEOID18
 FF1130  DYNAMIC HEIGHT  -         75.970 (meters)      249.24  (feet) COMP
 FF1130  MODELED GRAVITY -    979,781.7   (mgal)                       NAVD 88
 FF1130
 FF1130  VERT ORDER      -  SECOND    CLASS 0
 FF1130
 FF1130.The horizontal coordinates were scaled from a map and have
 FF1130.an estimated accuracy of +/- 6 seconds.
 FF1130
 FF1130.The orthometric height was determined by differential leveling and
 FF1130.adjusted by the NATIONAL GEODETIC SURVEY
 FF1130.in June 1991.
 FF1130
 FF1130.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1130.GEOID18 height accuracy estimate available here.
 FF1130
 FF1130.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV406513(NAD 83)
 FF1130
 FF1130                          SUPERSEDED SURVEY CONTROL
 FF1130
 FF1130  NGVD 29 (11/26/84)   75.963  (m)          249.22   (f) ADJUSTED    2 0
 FF1130
 FF1130.Superseded values are not recommended for survey control.
 FF1130
 FF1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1130.See file dsdata.pdf to determine how the superseded data were derived.
 FF1130
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1284 ***********************************************************************
 FG1284  DESIGNATION -  N 46
 FG1284  PID         -  FG1284
 FG1284  STATE/COUNTY-  AR/YELL
 FG1284  COUNTRY     -  US
 FG1284  USGS QUAD   -  MAGAZINE MOUNTAIN NE (2017)
 FG1284
 FG1284                         *CURRENT SURVEY CONTROL
 FG1284  ______________________________________________________________________
 FG1284* NAD 83(1986) POSITION- 35 07 35.     (N) 093 34 31.     (W)   SCALED
 FG1284* NAVD 88 ORTHO HEIGHT -   135.671 (meters)      445.11  (feet) ADJUSTED
 FG1284  ______________________________________________________________________
 FG1284  GEOID HEIGHT    -        -29.739 (meters)                     GEOID18
 FG1284  DYNAMIC HEIGHT  -        135.536 (meters)      444.67  (feet) COMP
 FG1284  MODELED GRAVITY -    979,644.9   (mgal)                       NAVD 88
 FG1284
 FG1284  VERT ORDER      -  SECOND    CLASS I
 FG1284
 FG1284.The horizontal coordinates were scaled from a map and have
 FG1284.an estimated accuracy of +/- 6 seconds.
 FG1284
 FG1284.The orthometric height was determined by differential leveling and
 FG1284.adjusted by the NATIONAL GEODETIC SURVEY
 FG1284.in September 2023.
 FG1284
 FG1284.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1284.GEOID18 height accuracy estimate available here.
 FG1284
 FG1284.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU475872(NAD 83)
 FG1284
 FG1284                          SUPERSEDED SURVEY CONTROL
 FG1284
 FG1284  NAVD 88 (06/15/91)  135.657  (m)          445.07   (f) SUPERSEDED  2 0
 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
 FG1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1284.See file dsdata.pdf to determine how the superseded data were derived.
 FG1284
 FG1284_MARKER: DB = BENCH MARK DISK
 FG1284_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FG1284_SP_SET: ABUTMENT
 FG1284_STAMPING: N 46 1934
 FG1284_MARK LOGO: CGS
 FG1284_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1284_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FG1284+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2016
 FG1284
 FG1284  HISTORY     - Date     Condition        Report By
 FG1284  HISTORY     - 1934     MONUMENTED       CGS
 FG1284  HISTORY     - 20160307 GOOD             ARHD
 FG1284  HISTORY     - 20221220 MARK NOT FOUND   ARHD
 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.
 FG1284
 FG1284                          STATION RECOVERY (2016)
 FG1284
 FG1284'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (WDA)
 FG1284'RECOVERED IN GOOD CONDITION.
 FG1284
 FG1284                          STATION RECOVERY (2022)
 FG1284
 FG1284'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2022 (JH)
 FG1284'TALKED WITH THE LAND OWNER AND THEY HAD THE RAILROAD BRIDGE BULL DOZED
 FG1284'DOWN IN 12/21/22.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1073 ***********************************************************************
 FG1073  DESIGNATION -  N 47
 FG1073  PID         -  FG1073
 FG1073  STATE/COUNTY-  AR/POPE
 FG1073  COUNTRY     -  US
 FG1073  USGS QUAD   -  LEE MOUNTAIN (2017)
 FG1073
 FG1073                         *CURRENT SURVEY CONTROL
 FG1073  ______________________________________________________________________
 FG1073* NAD 83(1986) POSITION- 35 28 44.     (N) 093 09 56.     (W)   SCALED
 FG1073* NAVD 88 ORTHO HEIGHT -   169.374 (meters)      555.69  (feet) ADJUSTED
 FG1073  ______________________________________________________________________
 FG1073  GEOID HEIGHT    -        -28.849 (meters)                     GEOID18
 FG1073  DYNAMIC HEIGHT  -        169.217 (meters)      555.17  (feet) COMP
 FG1073  MODELED GRAVITY -    979,700.9   (mgal)                       NAVD 88
 FG1073
 FG1073  VERT ORDER      -  SECOND    CLASS 0
 FG1073
 FG1073.The horizontal coordinates were scaled from a map and have
 FG1073.an estimated accuracy of +/- 6 seconds.
 FG1073
 FG1073.The orthometric height was determined by differential leveling and
 FG1073.adjusted by the NATIONAL GEODETIC SURVEY
 FG1073.in June 1991.
 FG1073
 FG1073.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1073.GEOID18 height accuracy estimate available here.
 FG1073
 FG1073.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV849261(NAD 83)
 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
 FG1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1073.See file dsdata.pdf to determine how the superseded data were derived.
 FG1073
 FG1073_MARKER: DB = BENCH MARK DISK
 FG1073_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG1073_STAMPING: N 47 1934
 FG1073_MARK LOGO: CGS
 FG1073_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0055 ***********************************************************************
 FG0055  DESIGNATION -  N 48
 FG0055  PID         -  FG0055
 FG0055  STATE/COUNTY-  AR/VAN BUREN
 FG0055  COUNTRY     -  US
 FG0055  USGS QUAD   -  CLINTON (2017)
 FG0055
 FG0055                         *CURRENT SURVEY CONTROL
 FG0055  ______________________________________________________________________
 FG0055* NAD 83(2011) POSITION- 35 35 33.21811(N) 092 27 27.00655(W)   ADJUSTED
 FG0055* NAD 83(2011) ELLIP HT-   126.906 (meters)        (06/27/12)   ADJUSTED
 FG0055* NAD 83(2011) EPOCH   -  2010.00
 FG0055* NAVD 88 ORTHO HEIGHT -   154.833 (meters)      507.98  (feet) ADJUSTED
 FG0055  ______________________________________________________________________
 FG0055  GEOID HEIGHT    -        -27.947 (meters)                     GEOID18
 FG0055  NAD 83(2011) X  -   -222,647.711 (meters)                     COMP
 FG0055  NAD 83(2011) Y  - -5,187,768.455 (meters)                     COMP
 FG0055  NAD 83(2011) Z  -  3,691,597.704 (meters)                     COMP
 FG0055  LAPLACE CORR    -          1.37  (seconds)                    DEFLEC18
 FG0055  DYNAMIC HEIGHT  -        154.693 (meters)      507.52  (feet) COMP
 FG0055  MODELED GRAVITY -    979,724.3   (mgal)                       NAVD 88
 FG0055
 FG0055  VERT ORDER      -  SECOND    CLASS I
 FG0055
 FG0055  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FG0055  Standards:
 FG0055         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FG0055            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FG0055  -------------------------------------------------------------------
 FG0055  NETWORK    0.93   1.63           0.41   0.34   0.83      0.12010197
 FG0055  -------------------------------------------------------------------
 FG0055  Click here for local accuracies and other accuracy information.
 FG0055
 FG0055.The horizontal coordinates were established by GPS observations
 FG0055.and adjusted by the National Geodetic Survey in June 2012.
 FG0055
 FG0055.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FG0055.been affixed to the stable North American tectonic plate. See 
 FG0055.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FG0055
 FG0055.The horizontal coordinates are valid at the epoch date displayed above
 FG0055.which is a decimal equivalence of Year/Month/Day.
 FG0055
 FG0055.The orthometric height was determined by differential leveling and
 FG0055.adjusted by the NATIONAL GEODETIC SURVEY
 FG0055.in June 1991.
 FG0055
 FG0055.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0055.GEOID18 height accuracy estimate available here.
 FG0055
 FG0055.Click photographs - Photos may exist for this station.
 FG0055
 FG0055.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FG0055
 FG0055.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG0055
 FG0055.The ellipsoidal height was determined by GPS observations
 FG0055.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 FG0055
 FG0055;                    North         East     Units Scale Factor Converg.
 FG0055;SPC AR N     -   139,796.860   358,541.616   MT  0.99993595   -0 15 58.4
 FG0055;SPC AR N     -   458,650.20  1,176,315.29   sFT  0.99993595   -0 15 58.4
 FG0055;UTM  15      - 3,938,894.417   549,144.573   MT  0.99962976   +0 18 56.7
 FG0055
 FG0055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG0055!SPC AR N     -   0.99998008  x   0.99993595  =   0.99991603
 FG0055!UTM  15      -   0.99998008  x   0.99962976  =   0.99960985
 FG0055
 FG0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV4914438894(NAD 83)
 FG0055
 FG0055                          SUPERSEDED SURVEY CONTROL
 FG0055
 FG0055  NAD 83(2007)-  35 35 33.21749(N)    092 27 27.00549(W) AD(2002.00) B
 FG0055  ELLIP H (11/08/10)  126.913  (m)                       GP(2002.00) 4 2
 FG0055  NAD 83(2007)-  35 35 33.21840(N)    092 27 27.00778(W) AD(2002.00) 0
 FG0055  ELLIP H (02/10/07)  126.971  (m)                       GP(2002.00)    
 FG0055  NAD 83(1997)-  35 35 33.21801(N)    092 27 27.00767(W) AD(       ) A
 FG0055  ELLIP H (07/20/01)  126.958  (m)                       GP(       ) 4 1
 FG0055  NAVD 88             154.83   (m)          508.0    (f) LEVELING    3  
 FG0055  NAVD 88 (07/20/01)  154.9    (m)  GEOID99  model used  GPS OBS        
 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
 FG0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0055.See file dsdata.pdf to determine how the superseded data were derived.
 FG0055
 FG0055_MARKER: DB = BENCH MARK DISK
 FG0055_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0055_STAMPING: N 48 1934
 FG0055_MARK LOGO: CGS
 FG0055_PROJECTION: PROJECTING 15 CENTIMETERS
 FG0055_MAGNETIC: N = NO MAGNETIC MATERIAL
 FG0055_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0055_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FG0055+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2025
 FG0055
 FG0055  HISTORY     - Date     Condition        Report By
 FG0055  HISTORY     - 1934     MONUMENTED       CGS
 FG0055  HISTORY     - 1939     GOOD             CGS
 FG0055  HISTORY     - 19980224 GOOD             NGS
 FG0055  HISTORY     - 20000114 GOOD             NGS
 FG0055  HISTORY     - 20040922 GOOD             NGS
 FG0055  HISTORY     - 20050927 GOOD             NGS
 FG0055  HISTORY     - 20061210 GOOD             ACCU
 FG0055  HISTORY     - 20080502 GOOD             NGS
 FG0055  HISTORY     - 20090521 GOOD             BFENG
 FG0055  HISTORY     - 20100511 GOOD             ARHD
 FG0055  HISTORY     - 20140323 GOOD             NGS
 FG0055  HISTORY     - 20140604 GOOD             ARHD
 FG0055  HISTORY     - 20150824 GOOD             ARHD
 FG0055  HISTORY     - 20171222 GOOD             NGS
 FG0055  HISTORY     - 20190529 GOOD             NGS
 FG0055  HISTORY     - 20250724 GOOD             ARHD
 FG0055
 FG0055                          STATION DESCRIPTION
 FG0055
 FG0055'DESCRIBED BY COAST AND 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 (1998)
 FG0055
 FG0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (JBW)
 FG0055'RECOVERED IN GOOD CONDITION.
 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.
 FG0055
 FG0055                          STATION RECOVERY (2006)
 FG0055
 FG0055'RECOVERY NOTE BY ACCU AIR SURVEYS INCORPORATED 2006 (WJC)
 FG0055'RECOVERED IN GOOD CONDITION.
 FG0055
 FG0055                          STATION RECOVERY (2008)
 FG0055
 FG0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2008 (JBW)
 FG0055'RECOVERED IN GOOD CONDITION.
 FG0055
 FG0055                          STATION RECOVERY (2009)
 FG0055
 FG0055'RECOVERY NOTE BY B AND F ENGINEERING 2009 (KDW)
 FG0055'A POWER POLE IS LOCATED 1 FT (0.3 M)  EAST OF THIS MONUMENT.
 FG0055
 FG0055                          STATION RECOVERY (2010)
 FG0055
 FG0055'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2010 (ST)
 FG0055'RECOVERED IN GOOD CONDITION.
 FG0055
 FG0055                          STATION RECOVERY (2014)
 FG0055
 FG0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2014 (JBW)
 FG0055'RECOVERED IN GOOD CONDITION.
 FG0055
 FG0055                          STATION RECOVERY (2014)
 FG0055
 FG0055'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (JDH)
 FG0055'RECOVERED IN GOOD CONDITION.
 FG0055
 FG0055                          STATION RECOVERY (2015)
 FG0055
 FG0055'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 FG0055'RECOVERED AS DESCRIBED.
 FG0055
 FG0055                          STATION RECOVERY (2017)
 FG0055
 FG0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2017 (JBW)
 FG0055'RECOVERED IN GOOD CONDITION.
 FG0055
 FG0055                          STATION RECOVERY (2019)
 FG0055
 FG0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2019 (BW)
 FG0055'RECOVERED IN GOOD CONDITION.
 FG0055
 FG0055                          STATION RECOVERY (2025)
 FG0055
 FG0055'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2025 (WAT)
 FG0055'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0327 ***********************************************************************
 FG0327  DESIGNATION -  N 49
 FG0327  PID         -  FG0327
 FG0327  STATE/COUNTY-  AR/CONWAY
 FG0327  COUNTRY     -  US
 FG0327  USGS QUAD   -  MORRILTON EAST (2017)
 FG0327
 FG0327                         *CURRENT SURVEY CONTROL
 FG0327  ______________________________________________________________________
 FG0327* NAD 83(1986) POSITION- 35 09 04.8    (N) 092 44 37.8    (W)   HD_HELD2
 FG0327* NAVD 88 ORTHO HEIGHT -   118.595 (meters)      389.09  (feet) ADJUSTED
 FG0327  ______________________________________________________________________
 FG0327  GEOID HEIGHT    -        -28.572 (meters)                     GEOID18
 FG0327  DYNAMIC HEIGHT  -        118.483 (meters)      388.72  (feet) COMP
 FG0327  MODELED GRAVITY -    979,688.1   (mgal)                       NAVD 88
 FG0327
 FG0327  VERT ORDER      -  SECOND    CLASS I
 FG0327
 FG0327.The horizontal coordinates were established by autonomous hand held GPS
 FG0327.observations and have an estimated accuracy of +/- 10 meters.
 FG0327
 FG0327.The orthometric height was determined by differential leveling and
 FG0327.adjusted by the NATIONAL GEODETIC SURVEY
 FG0327.in September 2023.
 FG0327
 FG0327.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0327.GEOID18 height accuracy estimate available here.
 FG0327
 FG0327.Click photographs - Photos may exist for this station.
 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     -    91,006.      332,225.      MT  (+/- 10 meters HH2 GPS)
 FG0327
 FG0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU2333289855(NAD 83)
 FG0327
 FG0327                          SUPERSEDED SURVEY CONTROL
 FG0327
 FG0327  NAVD 88 (06/15/91)  118.602  (m)          389.11   (f) SUPERSEDED  1 2
 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
 FG0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0327.See file dsdata.pdf to determine how the superseded data were derived.
 FG0327
 FG0327_MARKER: DB = BENCH MARK DISK
 FG0327_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FG0327_SP_SET: STEP
 FG0327_STAMPING: N 49 1934
 FG0327_MARK LOGO: CGS
 FG0327_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0327
 FG0327  HISTORY     - Date     Condition        Report By
 FG0327  HISTORY     - 1934     MONUMENTED       CGS
 FG0327  HISTORY     - 1967     GOOD             CGS
 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FF0241 ***********************************************************************
 FF0241  DESIGNATION -  N 5
 FF0241  PID         -  FF0241
 FF0241  STATE/COUNTY-  AR/CRITTENDEN
 FF0241  COUNTRY     -  US
 FF0241  USGS QUAD   -  WEST MEMPHIS (2017)
 FF0241
 FF0241                         *CURRENT SURVEY CONTROL
 FF0241  ______________________________________________________________________
 FF0241* NAD 83(1986) POSITION- 35 07 47.     (N) 090 11 35.     (W)   SCALED
 FF0241* NAVD 88 ORTHO HEIGHT -    66.004 (meters)      216.55  (feet) ADJUSTED
 FF0241  ______________________________________________________________________
 FF0241  GEOID HEIGHT    -        -27.299 (meters)                     GEOID18
 FF0241  DYNAMIC HEIGHT  -         65.945 (meters)      216.35  (feet) COMP
 FF0241  MODELED GRAVITY -    979,732.1   (mgal)                       NAVD 88
 FF0241
 FF0241  VERT ORDER      -  FIRST     CLASS II
 FF0241
 FF0241.The horizontal coordinates were scaled from a map and have
 FF0241.an estimated accuracy of +/- 6 seconds.
 FF0241
 FF0241.The orthometric height was determined by differential leveling and
 FF0241.adjusted by the NATIONAL GEODETIC SURVEY
 FF0241.in June 1991.
 FF0241
 FF0241.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0241.GEOID18 height accuracy estimate available here.
 FF0241
 FF0241.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU557910(NAD 83)
 FF0241
 FF0241                          SUPERSEDED SURVEY CONTROL
 FF0241
 FF0241  NGVD 29 (11/26/84)   65.979  (m)          216.47   (f) ADJUSTED    1 2
 FF0241
 FF0241.Superseded values are not recommended for survey control.
 FF0241
 FF0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0241.See file dsdata.pdf to determine how the superseded data were derived.
 FF0241
 FF0241_MARKER: DB = BENCH MARK DISK
 FF0241_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 FF0241+WITH SETTING: PAVEMENT
 FF0241_SP_SET: BASE
 FF0241_STAMPING: N 5 1928
 FF0241_MARK LOGO: CGS
 FF0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0241+STABILITY: SURFACE MOTION
 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, 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 = MARCH 20, 2026 22:17:28 EDT
 FH0067 ***********************************************************************
 FH0067  DESIGNATION -  N 50
 FH0067  PID         -  FH0067
 FH0067  STATE/COUNTY-  AR/WASHINGTON
 FH0067  COUNTRY     -  US
 FH0067  USGS QUAD   -  PRAIRIE GROVE (2017)
 FH0067
 FH0067                         *CURRENT SURVEY CONTROL
 FH0067  ______________________________________________________________________
 FH0067* NAD 83(1986) POSITION- 35 58 42.     (N) 094 16 54.     (W)   SCALED
 FH0067* NAVD 88 ORTHO HEIGHT -   348.502 (meters)     1143.38  (feet) ADJUSTED
 FH0067  ______________________________________________________________________
 FH0067  GEOID HEIGHT    -        -28.182 (meters)                     GEOID18
 FH0067  DYNAMIC HEIGHT  -        348.187 (meters)     1142.34  (feet) COMP
 FH0067  MODELED GRAVITY -    979,718.8   (mgal)                       NAVD 88
 FH0067
 FH0067  VERT ORDER      -  SECOND    CLASS 0
 FH0067
 FH0067.The horizontal coordinates were scaled from a map and have
 FH0067.an estimated accuracy of +/- 6 seconds.
 FH0067
 FH0067.The orthometric height was determined by differential leveling and
 FH0067.adjusted by the NATIONAL GEODETIC SURVEY
 FH0067.in June 1991.
 FH0067
 FH0067.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0067.GEOID18 height accuracy estimate available here.
 FH0067
 FH0067.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV844823(NAD 83)
 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
 FH0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0067.See file dsdata.pdf to determine how the superseded data were derived.
 FH0067
 FH0067_MARKER: DB = BENCH MARK DISK
 FH0067_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FH0067_STAMPING: N 50 1934
 FH0067_MARK LOGO: CGS
 FH0067_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0067
 FH0067  HISTORY     - Date     Condition        Report By
 FH0067  HISTORY     - 1934     MONUMENTED       CGS
 FH0067  HISTORY     - 1961     GOOD             CGS
 FH0067  HISTORY     - 1987     POOR             USPSQD
 FH0067
 FH0067                          STATION DESCRIPTION
 FH0067
 FH0067'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG1326 ***********************************************************************
 FG1326  DESIGNATION -  N 52
 FG1326  PID         -  FG1326
 FG1326  STATE/COUNTY-  AR/MADISON
 FG1326  COUNTRY     -  US
 FG1326  USGS QUAD   -  DELANEY (2017)
 FG1326
 FG1326                         *CURRENT SURVEY CONTROL
 FG1326  ______________________________________________________________________
 FG1326* NAD 83(1986) POSITION- 35 51 11.     (N) 093 53 56.     (W)   SCALED
 FG1326* NAVD 88 ORTHO HEIGHT -   412.020 (meters)     1351.77  (feet) ADJUSTED
 FG1326  ______________________________________________________________________
 FG1326  GEOID HEIGHT    -        -28.055 (meters)                     GEOID18
 FG1326  DYNAMIC HEIGHT  -        411.636 (meters)     1350.51  (feet) COMP
 FG1326  MODELED GRAVITY -    979,688.6   (mgal)                       NAVD 88
 FG1326
 FG1326  VERT ORDER      -  SECOND    CLASS 0
 FG1326
 FG1326.The horizontal coordinates were scaled from a map and have
 FG1326.an estimated accuracy of +/- 6 seconds.
 FG1326
 FG1326.The orthometric height was determined by differential leveling and
 FG1326.adjusted by the NATIONAL GEODETIC SURVEY
 FG1326.in June 1991.
 FG1326
 FG1326.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1326.GEOID18 height accuracy estimate available here.
 FG1326
 FG1326.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV188680(NAD 83)
 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
 FG1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1326.See file dsdata.pdf to determine how the superseded data were derived.
 FG1326
 FG1326_MARKER: DB = BENCH MARK DISK
 FG1326_SETTING: 66 = SET IN ROCK OUTCROP
 FG1326_STAMPING: N 52 1934
 FG1326_MARK LOGO: CGS
 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'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 = MARCH 20, 2026 22:17:28 EDT
 EH1777 ***********************************************************************
 EH1777  DESIGNATION -  N 53
 EH1777  PID         -  EH1777
 EH1777  STATE/COUNTY-  AR/JEFFERSON
 EH1777  COUNTRY     -  US
 EH1777  USGS QUAD   -  SHERRILL (2017)
 EH1777
 EH1777                         *CURRENT SURVEY CONTROL
 EH1777  ______________________________________________________________________
 EH1777* NAD 83(1986) POSITION- 34 29 05.     (N) 091 57 20.     (W)   SCALED
 EH1777* NAVD 88 ORTHO HEIGHT -    66.907 (meters)      219.51  (feet) ADJUSTED
 EH1777  ______________________________________________________________________
 EH1777  GEOID HEIGHT    -        -26.239 (meters)                     GEOID18
 EH1777  DYNAMIC HEIGHT  -         66.844 (meters)      219.30  (feet) COMP
 EH1777  MODELED GRAVITY -    979,690.3   (mgal)                       NAVD 88
 EH1777
 EH1777  VERT ORDER      -  SECOND    CLASS 0
 EH1777
 EH1777.The horizontal coordinates were scaled from a map and have
 EH1777.an estimated accuracy of +/- 6 seconds.
 EH1777
 EH1777.The orthometric height was determined by differential leveling and
 EH1777.adjusted by the NATIONAL GEODETIC SURVEY
 EH1777.in June 1991.
 EH1777
 EH1777.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1777.GEOID18 height accuracy estimate available here.
 EH1777
 EH1777.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU959163(NAD 83)
 EH1777
 EH1777                          SUPERSEDED SURVEY CONTROL
 EH1777
 EH1777  NGVD 29 (11/26/84)   66.948  (m)          219.65   (f) ADJUSTED    2 0
 EH1777
 EH1777.Superseded values are not recommended for survey control.
 EH1777
 EH1777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1777.See file dsdata.pdf to determine how the superseded data were derived.
 EH1777
 EH1777_MARKER: DB = BENCH MARK DISK
 EH1777_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EH1777_STAMPING: N 53 1934
 EH1777_MARK LOGO: CGS
 EH1777_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH0838 ***********************************************************************
 EH0838  DESIGNATION -  N 56
 EH0838  PID         -  EH0838
 EH0838  STATE/COUNTY-  AR/PHILLIPS
 EH0838  COUNTRY     -  US
 EH0838  USGS QUAD   -  WEST HELENA (2017)
 EH0838
 EH0838                         *CURRENT SURVEY CONTROL
 EH0838  ______________________________________________________________________
 EH0838* NAD 83(1986) POSITION- 34 34 38.     (N) 090 44 56.     (W)   SCALED
 EH0838* NAVD 88 ORTHO HEIGHT -    63.137 (meters)      207.14  (feet) ADJUSTED
 EH0838  ______________________________________________________________________
 EH0838  GEOID HEIGHT    -        -26.991 (meters)                     GEOID18
 EH0838  DYNAMIC HEIGHT  -         63.076 (meters)      206.94  (feet) COMP
 EH0838  MODELED GRAVITY -    979,671.7   (mgal)                       NAVD 88
 EH0838
 EH0838  VERT ORDER      -  FIRST     CLASS II
 EH0838
 EH0838.The horizontal coordinates were scaled from a map and have
 EH0838.an estimated accuracy of +/- 6 seconds.
 EH0838
 EH0838.The orthometric height was determined by differential leveling and
 EH0838.adjusted by the NATIONAL GEODETIC SURVEY
 EH0838.in June 1991.
 EH0838
 EH0838.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0838.GEOID18 height accuracy estimate available here.
 EH0838
 EH0838.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU064284(NAD 83)
 EH0838
 EH0838                          SUPERSEDED SURVEY CONTROL
 EH0838
 EH0838  NGVD 29 (11/26/84)   63.159  (m)          207.21   (f) ADJUSTED    1 2
 EH0838
 EH0838.Superseded values are not recommended for survey control.
 EH0838
 EH0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0838.See file dsdata.pdf to determine how the superseded data were derived.
 EH0838
 EH0838_MARKER: DB = BENCH MARK DISK
 EH0838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0838_STAMPING: N 56 1935
 EH0838_MARK LOGO: CGS
 EH0838_PROJECTION: RECESSED 13 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EK0044 ***********************************************************************
 EK0044  DESIGNATION -  N 58
 EK0044  PID         -  EK0044
 EK0044  STATE/COUNTY-  AR/POLK
 EK0044  COUNTRY     -  US
 EK0044  USGS QUAD   -  RICH MOUNTAIN (2017)
 EK0044
 EK0044                         *CURRENT SURVEY CONTROL
 EK0044  ______________________________________________________________________
 EK0044* NAD 83(1986) POSITION- 34 41 45.     (N) 094 21 25.     (W)   SCALED
 EK0044* NAVD 88 ORTHO HEIGHT -   467.232 (meters)     1532.91  (feet) ADJUSTED
 EK0044  ______________________________________________________________________
 EK0044  GEOID HEIGHT    -        -30.743 (meters)                     GEOID18
 EK0044  DYNAMIC HEIGHT  -        466.716 (meters)     1531.22  (feet) COMP
 EK0044  MODELED GRAVITY -    979,517.3   (mgal)                       NAVD 88
 EK0044
 EK0044  VERT ORDER      -  SECOND    CLASS 0
 EK0044
 EK0044.The horizontal coordinates were scaled from a map and have
 EK0044.an estimated accuracy of +/- 6 seconds.
 EK0044
 EK0044.The orthometric height was determined by differential leveling and
 EK0044.adjusted by the NATIONAL GEODETIC SURVEY
 EK0044.in June 1991.
 EK0044
 EK0044.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0044.GEOID18 height accuracy estimate available here.
 EK0044
 EK0044.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU757401(NAD 83)
 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
 EK0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0044.See file dsdata.pdf to determine how the superseded data were derived.
 EK0044
 EK0044_MARKER: DB = BENCH MARK DISK
 EK0044_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EK0044_STAMPING: N 58 1934
 EK0044_MARK LOGO: CGS
 EK0044_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0044
 EK0044  HISTORY     - Date     Condition        Report By
 EK0044  HISTORY     - 1934     MONUMENTED       CGS
 EK0044  HISTORY     - 1961     GOOD             CGS
 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 COAST AND GEODETIC SURVEY 1961
 EK0044'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1318 ***********************************************************************
 EJ1318  DESIGNATION -  N 59
 EJ1318  PID         -  EJ1318
 EJ1318  STATE/COUNTY-  AR/MONTGOMERY
 EJ1318  COUNTRY     -  US
 EJ1318  USGS QUAD   -  AMITY (2017)
 EJ1318
 EJ1318                         *CURRENT SURVEY CONTROL
 EJ1318  ______________________________________________________________________
 EJ1318* NAD 83(1986) POSITION- 34 21 21.     (N) 093 28 26.     (W)   SCALED
 EJ1318* NAVD 88 ORTHO HEIGHT -   198.978 (meters)      652.81  (feet) ADJUSTED
 EJ1318  ______________________________________________________________________
 EJ1318  GEOID HEIGHT    -        -27.724 (meters)                     GEOID18
 EJ1318  DYNAMIC HEIGHT  -        198.776 (meters)      652.15  (feet) COMP
 EJ1318  MODELED GRAVITY -    979,616.3   (mgal)                       NAVD 88
 EJ1318
 EJ1318  VERT ORDER      -  SECOND    CLASS 0
 EJ1318
 EJ1318.The horizontal coordinates were scaled from a map and have
 EJ1318.an estimated accuracy of +/- 6 seconds.
 EJ1318
 EJ1318.The orthometric height was determined by differential leveling and
 EJ1318.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1318.in June 1991.
 EJ1318
 EJ1318.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1318.GEOID18 height accuracy estimate available here.
 EJ1318
 EJ1318.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU564017(NAD 83)
 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
 EJ1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1318.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1318
 EJ1318_MARKER: DB = BENCH MARK DISK
 EJ1318_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ1318_STAMPING: N 59 1934
 EJ1318_MARK LOGO: CGS
 EJ1318_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0112 ***********************************************************************
 GF0112  DESIGNATION -  N 6
 GF0112  PID         -  GF0112
 GF0112  STATE/COUNTY-  AR/SEARCY
 GF0112  COUNTRY     -  US
 GF0112  USGS QUAD   -  WESTERN GROVE (2017)
 GF0112
 GF0112                         *CURRENT SURVEY CONTROL
 GF0112  ______________________________________________________________________
 GF0112* NAD 83(1986) POSITION- 36 05 49.     (N) 092 53 45.     (W)   SCALED
 GF0112* NAVD 88 ORTHO HEIGHT -   293.215 (meters)      961.99  (feet) ADJUSTED
 GF0112  ______________________________________________________________________
 GF0112  GEOID HEIGHT    -        -28.352 (meters)                     GEOID18
 GF0112  DYNAMIC HEIGHT  -        292.950 (meters)      961.12  (feet) COMP
 GF0112  MODELED GRAVITY -    979,719.7   (mgal)                       NAVD 88
 GF0112
 GF0112  VERT ORDER      -  FIRST     CLASS II
 GF0112
 GF0112.The horizontal coordinates were scaled from a map and have
 GF0112.an estimated accuracy of +/- 6 seconds.
 GF0112
 GF0112.The orthometric height was determined by differential leveling and
 GF0112.adjusted by the NATIONAL GEODETIC SURVEY
 GF0112.in June 1991.
 GF0112
 GF0112.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0112.GEOID18 height accuracy estimate available here.
 GF0112
 GF0112.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV093947(NAD 83)
 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
 GF0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0112.See file dsdata.pdf to determine how the superseded data were derived.
 GF0112
 GF0112_MARKER: DB = BENCH MARK DISK
 GF0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0112_STAMPING: N 6 1931
 GF0112_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EK0161 ***********************************************************************
 EK0161  DESIGNATION -  N 60
 EK0161  PID         -  EK0161
 EK0161  STATE/COUNTY-  AR/SEVIER
 EK0161  COUNTRY     -  US
 EK0161  USGS QUAD   -  DIERKS (2017)
 EK0161
 EK0161                         *CURRENT SURVEY CONTROL
 EK0161  ______________________________________________________________________
 EK0161* NAD 83(1986) POSITION- 34 00 41.96   (N) 094 06 51.75   (W)   HD_HELD1
 EK0161* NAVD 88 ORTHO HEIGHT -   116.451 (meters)      382.06  (feet) ADJUSTED
 EK0161  ______________________________________________________________________
 EK0161  GEOID HEIGHT    -        -27.622 (meters)                     GEOID18
 EK0161  DYNAMIC HEIGHT  -        116.332 (meters)      381.67  (feet) COMP
 EK0161  MODELED GRAVITY -    979,614.6   (mgal)                       NAVD 88
 EK0161
 EK0161  VERT ORDER      -  SECOND    CLASS 0
 EK0161
 EK0161.The horizontal coordinates were determined by differentially corrected
 EK0161.hand held GPS observations or other comparable positioning techniques
 EK0161.and have an estimated accuracy of +/- 3 meters.
 EK0161
 EK0161.The orthometric height was determined by differential leveling and
 EK0161.adjusted by the NATIONAL GEODETIC SURVEY
 EK0161.in June 1991.
 EK0161
 EK0161.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0161.GEOID18 height accuracy estimate available here.
 EK0161
 EK0161.Click photographs - Photos may exist for this station.
 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     -   551,192.3     204,720.4     MT  (+/- 3 meters HH1 GPS) 
 EK0161
 EK0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT9710164008(NAD 83)
 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
 EK0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0161.See file dsdata.pdf to determine how the superseded data were derived.
 EK0161
 EK0161_MARKER: DB = BENCH MARK DISK
 EK0161_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EK0161_STAMPING: N 60 1934
 EK0161_MARK LOGO: CGS
 EK0161_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0161
 EK0161  HISTORY     - Date     Condition        Report By
 EK0161  HISTORY     - 1934     MONUMENTED       CGS
 EK0161  HISTORY     - 1962     GOOD             CGS
 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 COAST AND GEODETIC SURVEY 1962
 EK0161'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL1030 ***********************************************************************
 DL1030  DESIGNATION -  N 62
 DL1030  PID         -  DL1030
 DL1030  STATE/COUNTY-  AR/HEMPSTEAD
 DL1030  COUNTRY     -  US
 DL1030  USGS QUAD   -  WASHINGTON (2017)
 DL1030
 DL1030                         *CURRENT SURVEY CONTROL
 DL1030  ______________________________________________________________________
 DL1030* NAD 83(1986) POSITION- 33 46 43.28   (N) 093 40 32.34   (W)   HD_HELD1
 DL1030* NAVD 88 ORTHO HEIGHT -   114.595 (meters)      375.97  (feet) ADJUSTED
 DL1030  ______________________________________________________________________
 DL1030  GEOID HEIGHT    -        -27.030 (meters)                     GEOID18
 DL1030  DYNAMIC HEIGHT  -        114.475 (meters)      375.57  (feet) COMP
 DL1030  MODELED GRAVITY -    979,594.0   (mgal)                       NAVD 88
 DL1030
 DL1030  VERT ORDER      -  SECOND    CLASS I
 DL1030
 DL1030.The horizontal coordinates were determined by differentially corrected
 DL1030.hand held GPS observations or other comparable positioning techniques
 DL1030.and have an estimated accuracy of +/- 3 meters.
 DL1030
 DL1030.The orthometric height was determined by differential leveling and
 DL1030.adjusted by the NATIONAL GEODETIC SURVEY
 DL1030.in June 1991.
 DL1030
 DL1030.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1030.GEOID18 height accuracy estimate available here.
 DL1030
 DL1030.Click photographs - Photos may exist for this station.
 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     -   524,606.9     244,813.2     MT  (+/- 3 meters HH1 GPS) 
 DL1030
 DL1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT3744337822(NAD 83)
 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
 DL1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1030.See file dsdata.pdf to determine how the superseded data were derived.
 DL1030
 DL1030_MARKER: DB = BENCH MARK DISK
 DL1030_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL1030_SP_SET: CULVERT HEADWALL
 DL1030_STAMPING: N 62 1935
 DL1030_MARK LOGO: CGS
 DL1030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1030+STABILITY: SURFACE MOTION
 DL1030_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL1030+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2013
 DL1030
 DL1030  HISTORY     - Date     Condition        Report By
 DL1030  HISTORY     - 1935     MONUMENTED       CGS
 DL1030  HISTORY     - 1962     GOOD             CGS
 DL1030  HISTORY     - 20130313 GOOD             ARHD
 DL1030
 DL1030                          STATION DESCRIPTION
 DL1030
 DL1030'DESCRIBED BY COAST AND 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.
 DL1030
 DL1030                          STATION RECOVERY (2013)
 DL1030
 DL1030'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (JDH)
 DL1030'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0855 ***********************************************************************
 DL0855  DESIGNATION -  N 63
 DL0855  PID         -  DL0855
 DL0855  STATE/COUNTY-  AR/MILLER
 DL0855  COUNTRY     -  US
 DL0855  USGS QUAD   -  MANDEVILLE (2017)
 DL0855
 DL0855                         *CURRENT SURVEY CONTROL
 DL0855  ______________________________________________________________________
 DL0855* NAD 83(1986) POSITION- 33 29 04.93   (N) 093 57 33.01   (W)   HD_HELD1
 DL0855* NAVD 88 ORTHO HEIGHT -    92.809 (meters)      304.49  (feet) ADJUSTED
 DL0855  ______________________________________________________________________
 DL0855  GEOID HEIGHT    -        -26.958 (meters)                     GEOID18
 DL0855  DYNAMIC HEIGHT  -         92.711 (meters)      304.17  (feet) COMP
 DL0855  MODELED GRAVITY -    979,575.4   (mgal)                       NAVD 88
 DL0855
 DL0855  VERT ORDER      -  SECOND    CLASS 0
 DL0855
 DL0855.The horizontal coordinates were determined by differentially corrected
 DL0855.hand held GPS observations or other comparable positioning techniques
 DL0855.and have an estimated accuracy of +/- 3 meters.
 DL0855
 DL0855.The orthometric height was determined by differential leveling and
 DL0855.adjusted by the NATIONAL GEODETIC SURVEY
 DL0855.in June 1991.
 DL0855
 DL0855.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0855.GEOID18 height accuracy estimate available here.
 DL0855
 DL0855.Click photographs - Photos may exist for this station.
 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     -   492,473.2     217,934.6     MT  (+/- 3 meters HH1 GPS) 
 DL0855
 DL0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT1088905434(NAD 83)
 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
 DL0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0855.See file dsdata.pdf to determine how the superseded data were derived.
 DL0855
 DL0855_MARKER: DB = BENCH MARK DISK
 DL0855_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DL0855_STAMPING: N 63 1935
 DL0855_MARK LOGO: CGS
 DL0855_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0855
 DL0855  HISTORY     - Date     Condition        Report By
 DL0855  HISTORY     - 1935     MONUMENTED       CGS
 DL0855  HISTORY     - 1963     GOOD             CGS
 DL0855
 DL0855                          STATION DESCRIPTION
 DL0855
 DL0855'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 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 = MARCH 20, 2026 22:17:28 EDT
 DL0468 ***********************************************************************
 DL0468  DESIGNATION -  N 64
 DL0468  PID         -  DL0468
 DL0468  STATE/COUNTY-  AR/NEVADA
 DL0468  COUNTRY     -  US
 DL0468  USGS QUAD   -  PRESCOTT WEST (2017)
 DL0468
 DL0468                         *CURRENT SURVEY CONTROL
 DL0468  ______________________________________________________________________
 DL0468* NAD 83(1986) POSITION- 33 47 22.     (N) 093 23 47.     (W)   SCALED
 DL0468* NAVD 88 ORTHO HEIGHT -    93.306 (meters)      306.12  (feet) ADJUSTED
 DL0468  ______________________________________________________________________
 DL0468  GEOID HEIGHT    -        -26.842 (meters)                     GEOID18
 DL0468  DYNAMIC HEIGHT  -         93.210 (meters)      305.81  (feet) COMP
 DL0468  MODELED GRAVITY -    979,604.2   (mgal)                       NAVD 88
 DL0468
 DL0468  VERT ORDER      -  SECOND    CLASS 0
 DL0468
 DL0468.The horizontal coordinates were scaled from a map and have
 DL0468.an estimated accuracy of +/- 6 seconds.
 DL0468
 DL0468.The orthometric height was determined by differential leveling and
 DL0468.adjusted by the NATIONAL GEODETIC SURVEY
 DL0468.in June 1991.
 DL0468
 DL0468.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0468.GEOID18 height accuracy estimate available here.
 DL0468
 DL0468.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT633388(NAD 83)
 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
 DL0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0468.See file dsdata.pdf to determine how the superseded data were derived.
 DL0468
 DL0468_MARKER: DB = BENCH MARK DISK
 DL0468_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DL0468_STAMPING: N 64 1935
 DL0468_MARK LOGO: CGS
 DL0468_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 DK1054 ***********************************************************************
 DK1054  DESIGNATION -  N 65
 DK1054  PID         -  DK1054
 DK1054  STATE/COUNTY-  AR/CHICOT
 DK1054  COUNTRY     -  US
 DK1054  USGS QUAD   -  EUDORA SOUTH (2017)
 DK1054
 DK1054                         *CURRENT SURVEY CONTROL
 DK1054  ______________________________________________________________________
 DK1054* NAD 83(1986) POSITION- 33 07 27.     (N) 091 21 02.     (W)   SCALED
 DK1054* NAVD 88 ORTHO HEIGHT -    33.490 (meters)      109.88  (feet) ADJUSTED
 DK1054  ______________________________________________________________________
 DK1054  GEOID HEIGHT    -        -25.958 (meters)                     GEOID18
 DK1054  DYNAMIC HEIGHT  -         33.454 (meters)      109.76  (feet) COMP
 DK1054  MODELED GRAVITY -    979,584.8   (mgal)                       NAVD 88
 DK1054
 DK1054  VERT ORDER      -  SECOND    CLASS 0
 DK1054
 DK1054.The horizontal coordinates were scaled from a map and have
 DK1054.an estimated accuracy of +/- 6 seconds.
 DK1054
 DK1054.The orthometric height was determined by differential leveling and
 DK1054.adjusted by the NATIONAL GEODETIC SURVEY
 DK1054.in June 1991.
 DK1054
 DK1054.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1054.GEOID18 height accuracy estimate available here.
 DK1054
 DK1054.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS538662(NAD 83)
 DK1054
 DK1054                          SUPERSEDED SURVEY CONTROL
 DK1054
 DK1054  NGVD 29 (11/26/84)   33.597  (m)          110.23   (f) ADJUSTED    2 0
 DK1054
 DK1054.Superseded values are not recommended for survey control.
 DK1054
 DK1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1054.See file dsdata.pdf to determine how the superseded data were derived.
 DK1054
 DK1054_MARKER: DB = BENCH MARK DISK
 DK1054_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DK1054_STAMPING: N 65 1935
 DK1054_MARK LOGO: CGS
 DK1054_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0572 ***********************************************************************
 FG0572  DESIGNATION -  N 66
 FG0572  PID         -  FG0572
 FG0572  STATE/COUNTY-  AR/POPE
 FG0572  COUNTRY     -  US
 FG0572  USGS QUAD   -  SOLO (2017)
 FG0572
 FG0572                         *CURRENT SURVEY CONTROL
 FG0572  ______________________________________________________________________
 FG0572* NAD 83(1986) POSITION- 35 30 18.     (N) 092 58 30.     (W)   SCALED
 FG0572* NAVD 88 ORTHO HEIGHT -   174.500 (meters)      572.51  (feet) ADJUSTED
 FG0572  ______________________________________________________________________
 FG0572  GEOID HEIGHT    -        -28.573 (meters)                     GEOID18
 FG0572  DYNAMIC HEIGHT  -        174.337 (meters)      571.97  (feet) COMP
 FG0572  MODELED GRAVITY -    979,698.8   (mgal)                       NAVD 88
 FG0572
 FG0572  VERT ORDER      -  SECOND    CLASS 0
 FG0572
 FG0572.The horizontal coordinates were scaled from a map and have
 FG0572.an estimated accuracy of +/- 6 seconds.
 FG0572
 FG0572.The orthometric height was determined by differential leveling and
 FG0572.adjusted by the NATIONAL GEODETIC SURVEY
 FG0572.in June 1991.
 FG0572
 FG0572.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0572.GEOID18 height accuracy estimate available here.
 FG0572
 FG0572.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV022290(NAD 83)
 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
 FG0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0572.See file dsdata.pdf to determine how the superseded data were derived.
 FG0572
 FG0572_MARKER: DB = BENCH MARK DISK
 FG0572_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0572_STAMPING: N 66 1935
 FG0572_MARK LOGO: CGS
 FG0572_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0572
 FG0572  HISTORY     - Date     Condition        Report By
 FG0572  HISTORY     - 1935     MONUMENTED       CGS
 FG0572  HISTORY     - 20160609 MARK NOT FOUND   ARHD
 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.
 FG0572
 FG0572                          STATION RECOVERY (2016)
 FG0572
 FG0572'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (BAB)
 FG0572'.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0456 ***********************************************************************
 FG0456  DESIGNATION -  N 67
 FG0456  PID         -  FG0456
 FG0456  STATE/COUNTY-  AR/POPE
 FG0456  COUNTRY     -  US
 FG0456  USGS QUAD   -  HECTOR (2017)
 FG0456
 FG0456                         *CURRENT SURVEY CONTROL
 FG0456  ______________________________________________________________________
 FG0456* NAD 83(1986) POSITION- 35 25 25.97   (N) 092 52 34.42   (W)   HD_HELD1
 FG0456* NAVD 88 ORTHO HEIGHT -   150.419 (meters)      493.50  (feet) ADJUSTED
 FG0456  ______________________________________________________________________
 FG0456  GEOID HEIGHT    -        -28.606 (meters)                     GEOID18
 FG0456  DYNAMIC HEIGHT  -        150.278 (meters)      493.04  (feet) COMP
 FG0456  MODELED GRAVITY -    979,694.9   (mgal)                       NAVD 88
 FG0456
 FG0456  VERT ORDER      -  SECOND    CLASS 0
 FG0456
 FG0456.The horizontal coordinates were determined by differentially corrected
 FG0456.hand held GPS observations or other comparable positioning techniques
 FG0456.and have an estimated accuracy of +/- 3 meters.
 FG0456
 FG0456.The orthometric height was determined by differential leveling and
 FG0456.adjusted by the NATIONAL GEODETIC SURVEY
 FG0456.in June 1991.
 FG0456
 FG0456.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0456.GEOID18 height accuracy estimate available here.
 FG0456
 FG0456.Click photographs - Photos may exist for this station.
 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     -   121,340.7     320,431.3     MT  (+/- 3 meters HH1 GPS) 
 FG0456
 FG0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV1123520058(NAD 83)
 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
 FG0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0456.See file dsdata.pdf to determine how the superseded data were derived.
 FG0456
 FG0456_MARKER: DB = BENCH MARK DISK
 FG0456_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0456_STAMPING: N 67 1935
 FG0456_MARK LOGO: CGS
 FG0456_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0456
 FG0456  HISTORY     - Date     Condition        Report By
 FG0456  HISTORY     - 1935     MONUMENTED       CGS
 FG0456  HISTORY     - 1962     POOR             CGS
 FG0456  HISTORY     - 20161228 MARK NOT FOUND   ARHD
 FG0456
 FG0456                          STATION DESCRIPTION
 FG0456
 FG0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 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.
 FG0456
 FG0456                          STATION RECOVERY (2016)
 FG0456
 FG0456'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 FG0456'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0174 ***********************************************************************
 FG0174  DESIGNATION -  N 68
 FG0174  PID         -  FG0174
 FG0174  STATE/COUNTY-  AR/FAULKNER
 FG0174  COUNTRY     -  US
 FG0174  USGS QUAD   -  GUY (2017)
 FG0174
 FG0174                         *CURRENT SURVEY CONTROL
 FG0174  ______________________________________________________________________
 FG0174* NAD 83(1986) POSITION- 35 19 10.     (N) 092 20 22.     (W)   SCALED
 FG0174* NAVD 88 ORTHO HEIGHT -   204.548 (meters)      671.09  (feet) ADJUSTED
 FG0174  ______________________________________________________________________
 FG0174  GEOID HEIGHT    -        -27.901 (meters)                     GEOID18
 FG0174  DYNAMIC HEIGHT  -        204.357 (meters)      670.46  (feet) COMP
 FG0174  MODELED GRAVITY -    979,698.6   (mgal)                       NAVD 88
 FG0174
 FG0174  VERT ORDER      -  SECOND    CLASS 0
 FG0174
 FG0174.The horizontal coordinates were scaled from a map and have
 FG0174.an estimated accuracy of +/- 6 seconds.
 FG0174
 FG0174.The orthometric height was determined by differential leveling and
 FG0174.adjusted by the NATIONAL GEODETIC SURVEY
 FG0174.in June 1991.
 FG0174
 FG0174.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0174.GEOID18 height accuracy estimate available here.
 FG0174
 FG0174.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV600086(NAD 83)
 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
 FG0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0174.See file dsdata.pdf to determine how the superseded data were derived.
 FG0174
 FG0174_MARKER: DB = BENCH MARK DISK
 FG0174_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0174_STAMPING: N 68 1934
 FG0174_MARK LOGO: CGS
 FG0174_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0174
 FG0174  HISTORY     - Date     Condition        Report By
 FG0174  HISTORY     - 1934     MONUMENTED       CGS
 FG0174  HISTORY     - 1961     MARK NOT FOUND   CGS
 FG0174  HISTORY     - 20150411 MARK NOT FOUND   ARHD
 FG0174
 FG0174                          STATION DESCRIPTION
 FG0174
 FG0174'DESCRIBED BY COAST AND 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.
 FG0174
 FG0174                          STATION RECOVERY (2015)
 FG0174
 FG0174'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (WDA)
 FG0174'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0110 ***********************************************************************
 FG0110  DESIGNATION -  N 69
 FG0110  PID         -  FG0110
 FG0110  STATE/COUNTY-  AR/FAULKNER
 FG0110  COUNTRY     -  US
 FG0110  USGS QUAD   -  VILONIA (2017)
 FG0110
 FG0110                         *CURRENT SURVEY CONTROL
 FG0110  ______________________________________________________________________
 FG0110* NAD 83(1986) POSITION- 35 04 58.20   (N) 092 12 57.73   (W)   HD_HELD1
 FG0110* NAVD 88 ORTHO HEIGHT -   102.861 (meters)      337.47  (feet) ADJUSTED
 FG0110  ______________________________________________________________________
 FG0110  GEOID HEIGHT    -        -27.614 (meters)                     GEOID18
 FG0110  DYNAMIC HEIGHT  -        102.765 (meters)      337.15  (feet) COMP
 FG0110  MODELED GRAVITY -    979,700.8   (mgal)                       NAVD 88
 FG0110
 FG0110  VERT ORDER      -  SECOND    CLASS 0
 FG0110
 FG0110.The horizontal coordinates were determined by differentially corrected
 FG0110.hand held GPS observations or other comparable positioning techniques
 FG0110.and have an estimated accuracy of +/- 3 meters.
 FG0110
 FG0110.The orthometric height was determined by differential leveling and
 FG0110.adjusted by the NATIONAL GEODETIC SURVEY
 FG0110.in June 1991.
 FG0110
 FG0110.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0110.GEOID18 height accuracy estimate available here.
 FG0110
 FG0110.Click photographs - Photos may exist for this station.
 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     -    83,172.5     380,298.9     MT  (+/- 3 meters HH1 GPS) 
 FG0110
 FG0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7146682510(NAD 83)
 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
 FG0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0110.See file dsdata.pdf to determine how the superseded data were derived.
 FG0110
 FG0110_MARKER: DB = BENCH MARK DISK
 FG0110_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0110_STAMPING: N 69 1934
 FG0110_MARK LOGO: CGS
 FG0110_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0110
 FG0110  HISTORY     - Date     Condition        Report By
 FG0110  HISTORY     - 1934     MONUMENTED       CGS
 FG0110  HISTORY     - 1959     MARK NOT FOUND   CGS
 FG0110  HISTORY     - 20050317 MARK NOT FOUND   ARHD
 FG0110  HISTORY     - 20110719 MARK NOT FOUND   ARHD
 FG0110
 FG0110                          STATION DESCRIPTION
 FG0110
 FG0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 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 DEPARTMENT OF TRANSPORTATION 2005 (VJB)
 FG0110'MARK NOT FOUND.
 FG0110
 FG0110                          STATION RECOVERY (2011)
 FG0110
 FG0110'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (SES)
 FG0110'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0038 ***********************************************************************
 FG0038  DESIGNATION -  N 7
 FG0038  PID         -  FG0038
 FG0038  STATE/COUNTY-  AR/VAN BUREN
 FG0038  COUNTRY     -  US
 FG0038  USGS QUAD   -  SHIRLEY (2017)
 FG0038
 FG0038                         *CURRENT SURVEY CONTROL
 FG0038  ______________________________________________________________________
 FG0038* NAD 83(1986) POSITION- 35 39 25.     (N) 092 15 16.     (W)   SCALED
 FG0038* NAVD 88 ORTHO HEIGHT -   150.275 (meters)      493.03  (feet) ADJUSTED
 FG0038  ______________________________________________________________________
 FG0038  GEOID HEIGHT    -        -27.680 (meters)                     GEOID18
 FG0038  DYNAMIC HEIGHT  -        150.137 (meters)      492.57  (feet) COMP
 FG0038  MODELED GRAVITY -    979,717.5   (mgal)                       NAVD 88
 FG0038
 FG0038  VERT ORDER      -  FIRST     CLASS II
 FG0038
 FG0038.The horizontal coordinates were scaled from a map and have
 FG0038.an estimated accuracy of +/- 6 seconds.
 FG0038
 FG0038.The orthometric height was determined by differential leveling and
 FG0038.adjusted by the NATIONAL GEODETIC SURVEY
 FG0038.in June 1991.
 FG0038
 FG0038.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0038.GEOID18 height accuracy estimate available here.
 FG0038
 FG0038.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV674461(NAD 83)
 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
 FG0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0038.See file dsdata.pdf to determine how the superseded data were derived.
 FG0038
 FG0038_MARKER: DB = BENCH MARK DISK
 FG0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0038_STAMPING: N 7 1931
 FG0038_MARK LOGO: CGS
 FG0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0038+STABILITY: SURFACE MOTION
 FG0038
 FG0038  HISTORY     - Date     Condition        Report By
 FG0038  HISTORY     - 1931     MONUMENTED       CGS
 FG0038  HISTORY     - 1935     MARK NOT FOUND   CGS
 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 COAST AND GEODETIC SURVEY 1935
 FG0038'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GE0240 ***********************************************************************
 GE0240  DESIGNATION -  N 7 15
 GE0240  PID         -  GE0240
 GE0240  STATE/COUNTY-  AR/CLAY
 GE0240  COUNTRY     -  US
 GE0240  USGS QUAD   -  KNOBEL (2017)
 GE0240
 GE0240                         *CURRENT SURVEY CONTROL
 GE0240  ______________________________________________________________________
 GE0240* NAD 83(1986) POSITION- 36 22 05.     (N) 090 35 20.     (W)   SCALED
 GE0240* NAVD 88 ORTHO HEIGHT -    88.657 (meters)      290.87  (feet) ADJUSTED
 GE0240  ______________________________________________________________________
 GE0240  GEOID HEIGHT    -        -28.568 (meters)                     GEOID18
 GE0240  DYNAMIC HEIGHT  -         88.586 (meters)      290.64  (feet) COMP
 GE0240  MODELED GRAVITY -    979,829.0   (mgal)                       NAVD 88
 GE0240
 GE0240  VERT ORDER      -  FIRST     CLASS II
 GE0240
 GE0240.The horizontal coordinates were scaled from a map and have
 GE0240.an estimated accuracy of +/- 6 seconds.
 GE0240
 GE0240.The orthometric height was determined by differential leveling and
 GE0240.adjusted by the NATIONAL GEODETIC SURVEY
 GE0240.in June 1991.
 GE0240
 GE0240.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0240.GEOID18 height accuracy estimate available here.
 GE0240
 GE0240.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA163274(NAD 83)
 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
 GE0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0240.See file dsdata.pdf to determine how the superseded data were derived.
 GE0240
 GE0240_MARKER: DD = SURVEY DISK
 GE0240_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GE0240_STAMPING: BM N-7-15
 GE0240_MARK LOGO: USACE
 GE0240_MAGNETIC: P = MARKER IS A STEEL PIPE
 GE0240_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0240
 GE0240  HISTORY     - Date     Condition        Report By
 GE0240  HISTORY     - UNK      MONUMENTED       USACE
 GE0240  HISTORY     - 1956     GOOD             CGS
 GE0240  HISTORY     - 20020917 MARK NOT FOUND   USACE
 GE0240
 GE0240                          STATION DESCRIPTION
 GE0240
 GE0240'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 GE0236 ***********************************************************************
 GE0236  DESIGNATION -  N 7 19
 GE0236  PID         -  GE0236
 GE0236  STATE/COUNTY-  AR/CLAY
 GE0236  COUNTRY     -  US
 GE0236  USGS QUAD   -  KNOBEL (2017)
 GE0236
 GE0236                         *CURRENT SURVEY CONTROL
 GE0236  ______________________________________________________________________
 GE0236* NAD 83(1986) POSITION- 36 21 26.     (N) 090 35 20.     (W)   SCALED
 GE0236* NAVD 88 ORTHO HEIGHT -    88.618 (meters)      290.74  (feet) ADJUSTED
 GE0236  ______________________________________________________________________
 GE0236  GEOID HEIGHT    -        -28.547 (meters)                     GEOID18
 GE0236  DYNAMIC HEIGHT  -         88.547 (meters)      290.51  (feet) COMP
 GE0236  MODELED GRAVITY -    979,828.5   (mgal)                       NAVD 88
 GE0236
 GE0236  VERT ORDER      -  FIRST     CLASS II
 GE0236
 GE0236.The horizontal coordinates were scaled from a map and have
 GE0236.an estimated accuracy of +/- 6 seconds.
 GE0236
 GE0236.The orthometric height was determined by differential leveling and
 GE0236.adjusted by the NATIONAL GEODETIC SURVEY
 GE0236.in June 1991.
 GE0236
 GE0236.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0236.GEOID18 height accuracy estimate available here.
 GE0236
 GE0236.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA163262(NAD 83)
 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
 GE0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0236.See file dsdata.pdf to determine how the superseded data were derived.
 GE0236
 GE0236_MARKER: DD = SURVEY DISK
 GE0236_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GE0236_STAMPING: BM N-7-19
 GE0236_MARK LOGO: USACE
 GE0236_MAGNETIC: P = MARKER IS A STEEL PIPE
 GE0236_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0236
 GE0236  HISTORY     - Date     Condition        Report By
 GE0236  HISTORY     - UNK      MONUMENTED       USACE
 GE0236  HISTORY     - 1956     GOOD             CGS
 GE0236  HISTORY     - 20020917 MARK NOT FOUND   USACE
 GE0236
 GE0236                          STATION DESCRIPTION
 GE0236
 GE0236'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 GE0231 ***********************************************************************
 GE0231  DESIGNATION -  N 7 3
 GE0231  PID         -  GE0231
 GE0231  STATE/COUNTY-  AR/CLAY
 GE0231  COUNTRY     -  US
 GE0231  USGS QUAD   -  KNOBEL (2017)
 GE0231
 GE0231                         *CURRENT SURVEY CONTROL
 GE0231  ______________________________________________________________________
 GE0231* NAD 83(1986) POSITION- 36 19 19.     (N) 090 36 09.     (W)   SCALED
 GE0231* NAVD 88 ORTHO HEIGHT -    85.409 (meters)      280.21  (feet) ADJUSTED
 GE0231  ______________________________________________________________________
 GE0231  GEOID HEIGHT    -        -28.488 (meters)                     GEOID18
 GE0231  DYNAMIC HEIGHT  -         85.340 (meters)      279.99  (feet) COMP
 GE0231  MODELED GRAVITY -    979,825.7   (mgal)                       NAVD 88
 GE0231
 GE0231  VERT ORDER      -  FIRST     CLASS II
 GE0231
 GE0231.The horizontal coordinates were scaled from a map and have
 GE0231.an estimated accuracy of +/- 6 seconds.
 GE0231
 GE0231.The orthometric height was determined by differential leveling and
 GE0231.adjusted by the NATIONAL GEODETIC SURVEY
 GE0231.in June 1991.
 GE0231
 GE0231.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0231.GEOID18 height accuracy estimate available here.
 GE0231
 GE0231.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA152223(NAD 83)
 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
 GE0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0231.See file dsdata.pdf to determine how the superseded data were derived.
 GE0231
 GE0231_MARKER: DD = SURVEY DISK
 GE0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0231_SP_SET: CONCRETE FILLED PIPE
 GE0231_STAMPING: N-7-3
 GE0231_MARK LOGO: USACE
 GE0231_PROJECTION: PROJECTING 5 CENTIMETERS
 GE0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0231+STABILITY: SURFACE MOTION
 GE0231
 GE0231  HISTORY     - Date     Condition        Report By
 GE0231  HISTORY     - UNK      MONUMENTED       USACE
 GE0231  HISTORY     - 1956     GOOD             CGS
 GE0231  HISTORY     - 20020917 MARK NOT FOUND   USACE
 GE0231
 GE0231                          STATION DESCRIPTION
 GE0231
 GE0231'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 GE0245 ***********************************************************************
 GE0245  DESIGNATION -  N 7 4
 GE0245  PID         -  GE0245
 GE0245  STATE/COUNTY-  AR/CLAY
 GE0245  COUNTRY     -  US
 GE0245  USGS QUAD   -  CORNING (2017)
 GE0245
 GE0245                         *CURRENT SURVEY CONTROL
 GE0245  ______________________________________________________________________
 GE0245* NAD 83(1986) POSITION- 36 24 28.     (N) 090 34 47.     (W)   SCALED
 GE0245* NAVD 88 ORTHO HEIGHT -    88.961 (meters)      291.87  (feet) ADJUSTED
 GE0245  ______________________________________________________________________
 GE0245  GEOID HEIGHT    -        -28.672 (meters)                     GEOID18
 GE0245  DYNAMIC HEIGHT  -         88.889 (meters)      291.63  (feet) COMP
 GE0245  MODELED GRAVITY -    979,829.1   (mgal)                       NAVD 88
 GE0245
 GE0245  VERT ORDER      -  FIRST     CLASS II
 GE0245
 GE0245.The horizontal coordinates were scaled from a map and have
 GE0245.an estimated accuracy of +/- 6 seconds.
 GE0245
 GE0245.The orthometric height was determined by differential leveling and
 GE0245.adjusted by the NATIONAL GEODETIC SURVEY
 GE0245.in June 1991.
 GE0245
 GE0245.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0245.GEOID18 height accuracy estimate available here.
 GE0245
 GE0245.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA170319(NAD 83)
 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
 GE0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0245.See file dsdata.pdf to determine how the superseded data were derived.
 GE0245
 GE0245_MARKER: DD = SURVEY DISK
 GE0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0245_STAMPING: N-7-4
 GE0245_MARK LOGO: USACE
 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       USACE
 GE0245  HISTORY     - 1956     GOOD             CGS
 GE0245  HISTORY     - 20020917 MARK NOT FOUND   USACE
 GE0245
 GE0245                          STATION DESCRIPTION
 GE0245
 GE0245'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 GE0258 ***********************************************************************
 GE0258  DESIGNATION -  N 7 5
 GE0258  PID         -  GE0258
 GE0258  STATE/COUNTY-  AR/CLAY
 GE0258  COUNTRY     -  US
 GE0258  USGS QUAD   -  CORNING (2017)
 GE0258
 GE0258                         *CURRENT SURVEY CONTROL
 GE0258  ______________________________________________________________________
 GE0258* NAD 83(1986) POSITION- 36 29 01.     (N) 090 31 31.     (W)   SCALED
 GE0258* NAVD 88 ORTHO HEIGHT -    91.092 (meters)      298.86  (feet) ADJUSTED
 GE0258  ______________________________________________________________________
 GE0258  GEOID HEIGHT    -        -28.872 (meters)                     GEOID18
 GE0258  DYNAMIC HEIGHT  -         91.019 (meters)      298.62  (feet) COMP
 GE0258  MODELED GRAVITY -    979,826.9   (mgal)                       NAVD 88
 GE0258
 GE0258  VERT ORDER      -  FIRST     CLASS II
 GE0258
 GE0258.The horizontal coordinates were scaled from a map and have
 GE0258.an estimated accuracy of +/- 6 seconds.
 GE0258
 GE0258.The orthometric height was determined by differential leveling and
 GE0258.adjusted by the NATIONAL GEODETIC SURVEY
 GE0258.in June 1991.
 GE0258
 GE0258.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0258.GEOID18 height accuracy estimate available here.
 GE0258
 GE0258.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA216404(NAD 83)
 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
 GE0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0258.See file dsdata.pdf to determine how the superseded data were derived.
 GE0258
 GE0258_MARKER: DD = SURVEY DISK
 GE0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0258_STAMPING: N-7-5
 GE0258_MARK LOGO: USACE
 GE0258_PROJECTION: PROJECTING 8 CENTIMETERS
 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       USACE
 GE0258  HISTORY     - 1956     GOOD             CGS
 GE0258  HISTORY     - 20020323 MARK NOT FOUND   USACE
 GE0258
 GE0258                          STATION DESCRIPTION
 GE0258
 GE0258'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0012 ***********************************************************************
 EJ0012  DESIGNATION -  N 70
 EJ0012  PID         -  EJ0012
 EJ0012  STATE/COUNTY-  AR/PULASKI
 EJ0012  COUNTRY     -  US
 EJ0012  USGS QUAD   -  NORTH LITTLE ROCK (2017)
 EJ0012
 EJ0012                         *CURRENT SURVEY CONTROL
 EJ0012  ______________________________________________________________________
 EJ0012* NAD 83(1986) POSITION- 34 50 38.     (N) 092 20 17.     (W)   SCALED
 EJ0012* NAVD 88 ORTHO HEIGHT -    87.123 (meters)      285.84  (feet) ADJUSTED
 EJ0012  ______________________________________________________________________
 EJ0012  GEOID HEIGHT    -        -27.017 (meters)                     GEOID18
 EJ0012  DYNAMIC HEIGHT  -         87.041 (meters)      285.57  (feet) COMP
 EJ0012  MODELED GRAVITY -    979,703.9   (mgal)                       NAVD 88
 EJ0012
 EJ0012  VERT ORDER      -  FIRST     CLASS II
 EJ0012
 EJ0012.The horizontal coordinates were scaled from a map and have
 EJ0012.an estimated accuracy of +/- 6 seconds.
 EJ0012
 EJ0012.The orthometric height was determined by differential leveling and
 EJ0012.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0012.in June 1991.
 EJ0012
 EJ0012.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0012.GEOID18 height accuracy estimate available here.
 EJ0012
 EJ0012.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU605559(NAD 83)
 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
 EJ0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0012.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0012
 EJ0012_MARKER: DB = BENCH MARK DISK
 EJ0012_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EJ0012_SP_SET: BRIDGE ABUTMENT
 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             CGS
 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  HISTORY     - 20120508 MARK NOT FOUND   ARHD
 EJ0012
 EJ0012                          STATION DESCRIPTION
 EJ0012
 EJ0012'DESCRIBED BY COAST AND 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.
 EJ0012
 EJ0012                          STATION RECOVERY (2012)
 EJ0012
 EJ0012'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (JDH)
 EJ0012'MARK NOT FOUND
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0406 ***********************************************************************
 FG0406  DESIGNATION -  N 71
 FG0406  PID         -  FG0406
 FG0406  STATE/COUNTY-  AR/PERRY
 FG0406  COUNTRY     -  US
 FG0406  USGS QUAD   -  HOUSTON (2017)
 FG0406
 FG0406                         *CURRENT SURVEY CONTROL
 FG0406  ______________________________________________________________________
 FG0406* NAD 83(1986) POSITION- 35 00 33.     (N) 092 39 13.     (W)   SCALED
 FG0406* NAVD 88 ORTHO HEIGHT -    86.896 (meters)      285.09  (feet) ADJUSTED
 FG0406  ______________________________________________________________________
 FG0406  GEOID HEIGHT    -        -28.118 (meters)                     GEOID18
 FG0406  DYNAMIC HEIGHT  -         86.814 (meters)      284.82  (feet) COMP
 FG0406  MODELED GRAVITY -    979,686.6   (mgal)                       NAVD 88
 FG0406
 FG0406  VERT ORDER      -  SECOND    CLASS I
 FG0406
 FG0406.The horizontal coordinates were scaled from a map and have
 FG0406.an estimated accuracy of +/- 6 seconds.
 FG0406
 FG0406.The orthometric height was determined by differential leveling and
 FG0406.adjusted by the NATIONAL GEODETIC SURVEY
 FG0406.in September 2023.
 FG0406
 FG0406.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0406.GEOID18 height accuracy estimate available here.
 FG0406
 FG0406.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU316741(NAD 83)
 FG0406
 FG0406                          SUPERSEDED SURVEY CONTROL
 FG0406
 FG0406  NAVD 88 (06/15/91)   86.922  (m)          285.18   (f) SUPERSEDED  2 0
 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
 FG0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0406.See file dsdata.pdf to determine how the superseded data were derived.
 FG0406
 FG0406_MARKER: DB = BENCH MARK DISK
 FG0406_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0406_STAMPING: N 71 1934
 FG0406_MARK LOGO: CGS
 FG0406_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0318 ***********************************************************************
 FG0318  DESIGNATION -  N 72
 FG0318  PID         -  FG0318
 FG0318  STATE/COUNTY-  AR/CONWAY
 FG0318  COUNTRY     -  US
 FG0318  USGS QUAD   -  MORRILTON WEST (2017)
 FG0318
 FG0318                         *CURRENT SURVEY CONTROL
 FG0318  ______________________________________________________________________
 FG0318* NAD 83(1986) POSITION- 35 12 53.65   (N) 092 49 55.30   (W)   HD_HELD1
 FG0318* NAVD 88 ORTHO HEIGHT -    99.257 (meters)      325.65  (feet) ADJUSTED
 FG0318  ______________________________________________________________________
 FG0318  GEOID HEIGHT    -        -28.737 (meters)                     GEOID18
 FG0318  DYNAMIC HEIGHT  -         99.164 (meters)      325.34  (feet) COMP
 FG0318  MODELED GRAVITY -    979,691.9   (mgal)                       NAVD 88
 FG0318
 FG0318  VERT ORDER      -  SECOND    CLASS I
 FG0318
 FG0318.The horizontal coordinates were determined by differentially corrected
 FG0318.hand held GPS observations or other comparable positioning techniques
 FG0318.and have an estimated accuracy of +/- 3 meters.
 FG0318
 FG0318.The orthometric height was determined by differential leveling and
 FG0318.adjusted by the NATIONAL GEODETIC SURVEY
 FG0318.in September 2023.
 FG0318
 FG0318.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0318.GEOID18 height accuracy estimate available here.
 FG0318
 FG0318.Click photographs - Photos may exist for this station.
 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     -    98,122.6     324,249.0     MT  (+/- 3 meters HH1 GPS) 
 FG0318
 FG0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU1528796888(NAD 83)
 FG0318
 FG0318                          SUPERSEDED SURVEY CONTROL
 FG0318
 FG0318  NAVD 88 (06/15/91)   99.261  (m)          325.66   (f) SUPERSEDED  2 0
 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
 FG0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0318.See file dsdata.pdf to determine how the superseded data were derived.
 FG0318
 FG0318_MARKER: DB = BENCH MARK DISK
 FG0318_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0318_STAMPING: N 72 1934
 FG0318_MARK LOGO: CGS
 FG0318_PROJECTION: RECESSED 8 CENTIMETERS
 FG0318_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0318
 FG0318  HISTORY     - Date     Condition        Report By
 FG0318  HISTORY     - 1934     MONUMENTED       CGS
 FG0318  HISTORY     - 1967     GOOD             CGS
 FG0318  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG0318
 FG0318                          STATION DESCRIPTION
 FG0318
 FG0318'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0944 ***********************************************************************
 EJ0944  DESIGNATION -  N 73
 EJ0944  PID         -  EJ0944
 EJ0944  STATE/COUNTY-  AR/SALINE
 EJ0944  COUNTRY     -  US
 EJ0944  USGS QUAD   -  PARON (2017)
 EJ0944
 EJ0944                         *CURRENT SURVEY CONTROL
 EJ0944  ______________________________________________________________________
 EJ0944* NAD 83(1986) POSITION- 34 47 46.     (N) 092 48 33.     (W)   SCALED
 EJ0944* NAVD 88 ORTHO HEIGHT -   217.561 (meters)      713.78  (feet) ADJUSTED
 EJ0944  ______________________________________________________________________
 EJ0944  GEOID HEIGHT    -        -27.577 (meters)                     GEOID18
 EJ0944  DYNAMIC HEIGHT  -        217.350 (meters)      713.09  (feet) COMP
 EJ0944  MODELED GRAVITY -    979,658.2   (mgal)                       NAVD 88
 EJ0944
 EJ0944  VERT ORDER      -  SECOND    CLASS 0
 EJ0944
 EJ0944.The horizontal coordinates were scaled from a map and have
 EJ0944.an estimated accuracy of +/- 6 seconds.
 EJ0944
 EJ0944.The orthometric height was determined by differential leveling and
 EJ0944.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0944.in June 1991.
 EJ0944
 EJ0944.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0944.GEOID18 height accuracy estimate available here.
 EJ0944
 EJ0944.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU174504(NAD 83)
 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
 EJ0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0944.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0944
 EJ0944_MARKER: DB = BENCH MARK DISK
 EJ0944_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0944_STAMPING: N 73 1935
 EJ0944_MARK LOGO: CGS
 EJ0944_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1241 ***********************************************************************
 FF1241  DESIGNATION -  N 74
 FF1241  PID         -  FF1241
 FF1241  STATE/COUNTY-  AR/WOODRUFF
 FF1241  COUNTRY     -  US
 FF1241  USGS QUAD   -  MCCRORY (2017)
 FF1241
 FF1241                         *CURRENT SURVEY CONTROL
 FF1241  ______________________________________________________________________
 FF1241* NAD 83(1986) POSITION- 35 21 18.     (N) 091 13 49.     (W)   SCALED
 FF1241* NAVD 88 ORTHO HEIGHT -    66.911 (meters)      219.52  (feet) ADJUSTED
 FF1241  ______________________________________________________________________
 FF1241  GEOID HEIGHT    -        -27.415 (meters)                     GEOID18
 FF1241  DYNAMIC HEIGHT  -         66.851 (meters)      219.33  (feet) COMP
 FF1241  MODELED GRAVITY -    979,743.3   (mgal)                       NAVD 88
 FF1241
 FF1241  VERT ORDER      -  SECOND    CLASS 0
 FF1241
 FF1241.The horizontal coordinates were scaled from a map and have
 FF1241.an estimated accuracy of +/- 6 seconds.
 FF1241
 FF1241.The orthometric height was determined by differential leveling and
 FF1241.adjusted by the NATIONAL GEODETIC SURVEY
 FF1241.in June 1991.
 FF1241
 FF1241.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1241.GEOID18 height accuracy estimate available here.
 FF1241
 FF1241.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV607138(NAD 83)
 FF1241
 FF1241                          SUPERSEDED SURVEY CONTROL
 FF1241
 FF1241  NGVD 29 (11/26/84)   66.865  (m)          219.37   (f) ADJUSTED    2 0
 FF1241
 FF1241.Superseded values are not recommended for survey control.
 FF1241
 FF1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1241.See file dsdata.pdf to determine how the superseded data were derived.
 FF1241
 FF1241_MARKER: DB = BENCH MARK DISK
 FF1241_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF1241_STAMPING: 219.337 N 74 1934
 FF1241_MARK LOGO: CGS
 FF1241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1241_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF1241+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2014
 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  HISTORY     - 20141008 GOOD             ARHD
 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.
 FF1241
 FF1241                          STATION RECOVERY (2014)
 FF1241
 FF1241'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (JDH)
 FF1241'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0873 ***********************************************************************
 FF0873  DESIGNATION -  N 75
 FF0873  PID         -  FF0873
 FF0873  STATE/COUNTY-  AR/CRAIGHEAD
 FF0873  COUNTRY     -  US
 FF0873  USGS QUAD   -  RISHER (2017)
 FF0873
 FF0873                         *CURRENT SURVEY CONTROL
 FF0873  ______________________________________________________________________
 FF0873* NAD 83(1986) POSITION- 35 43 02.     (N) 090 59 52.     (W)   SCALED
 FF0873* NAVD 88 ORTHO HEIGHT -    73.838 (meters)      242.25  (feet) ADJUSTED
 FF0873  ______________________________________________________________________
 FF0873  GEOID HEIGHT    -        -27.688 (meters)                     GEOID18
 FF0873  DYNAMIC HEIGHT  -         73.775 (meters)      242.04  (feet) COMP
 FF0873  MODELED GRAVITY -    979,778.8   (mgal)                       NAVD 88
 FF0873
 FF0873  VERT ORDER      -  SECOND    CLASS 0
 FF0873
 FF0873.The horizontal coordinates were scaled from a map and have
 FF0873.an estimated accuracy of +/- 6 seconds.
 FF0873
 FF0873.The orthometric height was determined by differential leveling and
 FF0873.adjusted by the NATIONAL GEODETIC SURVEY
 FF0873.in June 1991.
 FF0873
 FF0873.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0873.GEOID18 height accuracy estimate available here.
 FF0873
 FF0873.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV811544(NAD 83)
 FF0873
 FF0873                          SUPERSEDED SURVEY CONTROL
 FF0873
 FF0873  NGVD 29 (11/26/84)   73.764  (m)          242.01   (f) ADJUSTED    2 0
 FF0873
 FF0873.Superseded values are not recommended for survey control.
 FF0873
 FF0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0873.See file dsdata.pdf to determine how the superseded data were derived.
 FF0873
 FF0873_MARKER: DB = BENCH MARK DISK
 FF0873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0873_STAMPING: N 75 1934
 FF0873_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0796 ***********************************************************************
 FF0796  DESIGNATION -  N 76
 FF0796  PID         -  FF0796
 FF0796  STATE/COUNTY-  AR/POINSETT
 FF0796  COUNTRY     -  US
 FF0796  USGS QUAD   -  HARRISBURG (2017)
 FF0796
 FF0796                         *CURRENT SURVEY CONTROL
 FF0796  ______________________________________________________________________
 FF0796* NAD 83(1986) POSITION- 35 32 59.     (N) 090 43 16.     (W)   SCALED
 FF0796* NAVD 88 ORTHO HEIGHT -    87.525 (meters)      287.15  (feet) ADJUSTED
 FF0796  ______________________________________________________________________
 FF0796  GEOID HEIGHT    -        -27.596 (meters)                     GEOID18
 FF0796  DYNAMIC HEIGHT  -         87.449 (meters)      286.91  (feet) COMP
 FF0796  MODELED GRAVITY -    979,754.9   (mgal)                       NAVD 88
 FF0796
 FF0796  VERT ORDER      -  FIRST     CLASS II
 FF0796
 FF0796.The horizontal coordinates were scaled from a map and have
 FF0796.an estimated accuracy of +/- 6 seconds.
 FF0796
 FF0796.The orthometric height was determined by differential leveling and
 FF0796.adjusted by the NATIONAL GEODETIC SURVEY
 FF0796.in June 1991.
 FF0796
 FF0796.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0796.GEOID18 height accuracy estimate available here.
 FF0796
 FF0796.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV065363(NAD 83)
 FF0796
 FF0796                          SUPERSEDED SURVEY CONTROL
 FF0796
 FF0796  NGVD 29 (11/26/84)   87.467  (m)          286.96   (f) ADJUSTED    1 2
 FF0796
 FF0796.Superseded values are not recommended for survey control.
 FF0796
 FF0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0796.See file dsdata.pdf to determine how the superseded data were derived.
 FF0796
 FF0796_MARKER: DB = BENCH MARK DISK
 FF0796_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF0796_STAMPING: N 76 1934
 FF0796_MARK LOGO: CGS
 FF0796_PROJECTION: PROJECTING 8 CENTIMETERS
 FF0796_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 DK1435 ***********************************************************************
 DK1435  DESIGNATION -  N 77
 DK1435  PID         -  DK1435
 DK1435  STATE/COUNTY-  AR/LINCOLN
 DK1435  COUNTRY     -  US
 DK1435  USGS QUAD   -  STAR CITY (2017)
 DK1435
 DK1435                         *CURRENT SURVEY CONTROL
 DK1435  ______________________________________________________________________
 DK1435* NAD 83(1986) POSITION- 33 56 47.     (N) 091 50 37.     (W)   SCALED
 DK1435* NAVD 88 ORTHO HEIGHT -    84.541 (meters)      277.36  (feet) ADJUSTED
 DK1435  ______________________________________________________________________
 DK1435  GEOID HEIGHT    -        -25.835 (meters)                     GEOID18
 DK1435  DYNAMIC HEIGHT  -         84.456 (meters)      277.09  (feet) COMP
 DK1435  MODELED GRAVITY -    979,630.3   (mgal)                       NAVD 88
 DK1435
 DK1435  VERT ORDER      -  SECOND    CLASS 0
 DK1435
 DK1435.The horizontal coordinates were scaled from a map and have
 DK1435.an estimated accuracy of +/- 6 seconds.
 DK1435
 DK1435.The orthometric height was determined by differential leveling and
 DK1435.adjusted by the NATIONAL GEODETIC SURVEY
 DK1435.in June 1991.
 DK1435
 DK1435.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1435.GEOID18 height accuracy estimate available here.
 DK1435
 DK1435.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT068568(NAD 83)
 DK1435
 DK1435                          SUPERSEDED SURVEY CONTROL
 DK1435
 DK1435  NGVD 29 (11/26/84)   84.627  (m)          277.65   (f) ADJUSTED    2 0
 DK1435
 DK1435.Superseded values are not recommended for survey control.
 DK1435
 DK1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1435.See file dsdata.pdf to determine how the superseded data were derived.
 DK1435
 DK1435_MARKER: DB = BENCH MARK DISK
 DK1435_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DK1435_STAMPING: N 77 1935
 DK1435_MARK LOGO: CGS
 DK1435_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0770 ***********************************************************************
 EJ0770  DESIGNATION -  N 78
 EJ0770  PID         -  EJ0770
 EJ0770  STATE/COUNTY-  AR/SALINE
 EJ0770  COUNTRY     -  US
 EJ0770  USGS QUAD   -  BENTON (2017)
 EJ0770
 EJ0770                         *CURRENT SURVEY CONTROL
 EJ0770  ______________________________________________________________________
 EJ0770* NAD 83(1986) POSITION- 34 33 34.     (N) 092 35 33.     (W)   SCALED
 EJ0770* NAVD 88 ORTHO HEIGHT -   123.947 (meters)      406.65  (feet) ADJUSTED
 EJ0770  ______________________________________________________________________
 EJ0770  GEOID HEIGHT    -        -26.406 (meters)                     GEOID18
 EJ0770  DYNAMIC HEIGHT  -        123.832 (meters)      406.27  (feet) COMP
 EJ0770  MODELED GRAVITY -    979,703.5   (mgal)                       NAVD 88
 EJ0770
 EJ0770  VERT ORDER      -  SECOND    CLASS 0
 EJ0770
 EJ0770.The horizontal coordinates were scaled from a map and have
 EJ0770.an estimated accuracy of +/- 6 seconds.
 EJ0770
 EJ0770.The orthometric height was determined by differential leveling and
 EJ0770.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0770.in June 1991.
 EJ0770
 EJ0770.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0770.GEOID18 height accuracy estimate available here.
 EJ0770
 EJ0770.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU373242(NAD 83)
 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
 EJ0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0770.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0770
 EJ0770_MARKER: DB = BENCH MARK DISK
 EJ0770_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EJ0770_SP_SET: BUILDING
 EJ0770_STAMPING: N 78 1935
 EJ0770_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0771 ***********************************************************************
 EJ0771  DESIGNATION -  N 78 RESET
 EJ0771  PID         -  EJ0771
 EJ0771  STATE/COUNTY-  AR/SALINE
 EJ0771  COUNTRY     -  US
 EJ0771  USGS QUAD   -  BENTON (2017)
 EJ0771
 EJ0771                         *CURRENT SURVEY CONTROL
 EJ0771  ______________________________________________________________________
 EJ0771* NAD 83(1986) POSITION- 34 33 34.     (N) 092 35 34.     (W)   SCALED
 EJ0771* NAVD 88 ORTHO HEIGHT -   102.46  (meters)      336.2   (feet) RESET
 EJ0771  ______________________________________________________________________
 EJ0771  GEOID HEIGHT    -        -26.406 (meters)                     GEOID18
 EJ0771  VERT ORDER      -  THIRD
 EJ0771
 EJ0771.The horizontal coordinates were scaled from a map and have
 EJ0771.an estimated accuracy of +/- 6 seconds.
 EJ0771
 EJ0771.The orthometric height was computed from unverified reset data.
 EJ0771
 EJ0771.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0771.GEOID18 height accuracy estimate available here.
 EJ0771
 EJ0771.Click photographs - Photos may exist for this station.
 EJ0771
 EJ0771;                    North         East    Units  Estimated Accuracy
 EJ0771;SPC AR S     -   610,090.      345,600.      MT  (+/- 180 meters Scaled)
 EJ0771
 EJ0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU373242(NAD 83)
 EJ0771
 EJ0771                          SUPERSEDED SURVEY CONTROL
 EJ0771
 EJ0771.No superseded survey control is available for this station.
 EJ0771
 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_MARK LOGO: CGS
 EJ0771_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ0771
 EJ0771  HISTORY     - Date     Condition        Report By
 EJ0771  HISTORY     - 1936     MONUMENTED       ARGS
 EJ0771  HISTORY     - 20140422 MARK NOT FOUND   ARHD
 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.
 EJ0771
 EJ0771                          STATION RECOVERY (2014)
 EJ0771
 EJ0771'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (VJB)
 EJ0771'A NEW SCHOOL HAS BEEN CONSTRUCTED AND THE PREVIOUS ONE RAZED, PRESUMED
 EJ0771'DESTROYED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0787 ***********************************************************************
 EJ0787  DESIGNATION -  N 79
 EJ0787  PID         -  EJ0787
 EJ0787  STATE/COUNTY-  AR/GARLAND
 EJ0787  COUNTRY     -  US
 EJ0787  USGS QUAD   -  FOUNTAIN LAKE (2017)
 EJ0787
 EJ0787                         *CURRENT SURVEY CONTROL
 EJ0787  ______________________________________________________________________
 EJ0787* NAD 83(1986) POSITION- 34 31 35.9    (N) 092 54 45.8    (W)   HD_HELD2
 EJ0787* NAVD 88 ORTHO HEIGHT -   176.148 (meters)      577.91  (feet) ADJUSTED
 EJ0787  ______________________________________________________________________
 EJ0787  GEOID HEIGHT    -        -26.872 (meters)                     GEOID18
 EJ0787  DYNAMIC HEIGHT  -        175.976 (meters)      577.35  (feet) COMP
 EJ0787  MODELED GRAVITY -    979,655.1   (mgal)                       NAVD 88
 EJ0787
 EJ0787  VERT ORDER      -  SECOND    CLASS I
 EJ0787
 EJ0787.The horizontal coordinates were established by autonomous hand held GPS
 EJ0787.observations and have an estimated accuracy of +/- 10 meters.
 EJ0787
 EJ0787.The orthometric height was determined by differential leveling and
 EJ0787.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0787.in September 2023.
 EJ0787
 EJ0787.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0787.GEOID18 height accuracy estimate available here.
 EJ0787
 EJ0787.Click photographs - Photos may exist for this station.
 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     -   606,671.      316,207.      MT  (+/- 10 meters HH2 GPS)
 EJ0787
 EJ0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU0800920554(NAD 83)
 EJ0787
 EJ0787                          SUPERSEDED SURVEY CONTROL
 EJ0787
 EJ0787  NAVD 88 (06/15/91)  176.151  (m)          577.92   (f) SUPERSEDED  2 0
 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
 EJ0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0787.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0787
 EJ0787_MARKER: DB = BENCH MARK DISK
 EJ0787_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EJ0787_SP_SET: CULVERT
 EJ0787_STAMPING: N 79 1935
 EJ0787_MARK LOGO: CGS
 EJ0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0787+STABILITY: SURFACE MOTION
 EJ0787_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EJ0787+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2014
 EJ0787
 EJ0787  HISTORY     - Date     Condition        Report By
 EJ0787  HISTORY     - 1935     MONUMENTED       CGS
 EJ0787  HISTORY     - 1939     GOOD             CGS
 EJ0787  HISTORY     - 20110921 GOOD             ARHD
 EJ0787  HISTORY     - 20140611 GOOD             ARHD
 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 COAST AND GEODETIC SURVEY 1939
 EJ0787'RECOVERED IN GOOD CONDITION.
 EJ0787
 EJ0787                          STATION RECOVERY (2011)
 EJ0787
 EJ0787'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (AMC)
 EJ0787'RECOVERED IN GOOD CONDITION.
 EJ0787
 EJ0787                          STATION RECOVERY (2014)
 EJ0787
 EJ0787'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (JDH)
 EJ0787'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1318 ***********************************************************************
 FF1318  DESIGNATION -  N 8
 FF1318  PID         -  FF1318
 FF1318  STATE/COUNTY-  AR/WHITE
 FF1318  COUNTRY     -  US
 FF1318  USGS QUAD   -  JUDSONIA (2017)
 FF1318
 FF1318                         *CURRENT SURVEY CONTROL
 FF1318  ______________________________________________________________________
 FF1318* NAD 83(1986) POSITION- 35 15 57.     (N) 091 38 12.     (W)   SCALED
 FF1318* NAVD 88 ORTHO HEIGHT -    66.438 (meters)      217.97  (feet) ADJUSTED
 FF1318  ______________________________________________________________________
 FF1318  GEOID HEIGHT    -        -27.344 (meters)                     GEOID18
 FF1318  DYNAMIC HEIGHT  -         66.378 (meters)      217.78  (feet) COMP
 FF1318  MODELED GRAVITY -    979,736.5   (mgal)                       NAVD 88
 FF1318
 FF1318  VERT ORDER      -  FIRST     CLASS II
 FF1318
 FF1318.The horizontal coordinates were scaled from a map and have
 FF1318.an estimated accuracy of +/- 6 seconds.
 FF1318
 FF1318.The orthometric height was determined by differential leveling and
 FF1318.adjusted by the NATIONAL GEODETIC SURVEY
 FF1318.in June 1991.
 FF1318
 FF1318.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1318.GEOID18 height accuracy estimate available here.
 FF1318
 FF1318.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV240033(NAD 83)
 FF1318
 FF1318                          SUPERSEDED SURVEY CONTROL
 FF1318
 FF1318  NGVD 29 (11/26/84)   66.393  (m)          217.82   (f) ADJUSTED    1 2
 FF1318
 FF1318.Superseded values are not recommended for survey control.
 FF1318
 FF1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1318.See file dsdata.pdf to determine how the superseded data were derived.
 FF1318
 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_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0218 ***********************************************************************
 GE0218  DESIGNATION -  N 8 8
 GE0218  PID         -  GE0218
 GE0218  STATE/COUNTY-  AR/GREENE
 GE0218  COUNTRY     -  US
 GE0218  USGS QUAD   -  LAFE (2017)
 GE0218
 GE0218                         *CURRENT SURVEY CONTROL
 GE0218  ______________________________________________________________________
 GE0218* NAD 83(1986) POSITION- 36 14 42.     (N) 090 33 13.     (W)   SCALED
 GE0218* NAVD 88 ORTHO HEIGHT -    86.459 (meters)      283.66  (feet) ADJUSTED
 GE0218  ______________________________________________________________________
 GE0218  GEOID HEIGHT    -        -28.397 (meters)                     GEOID18
 GE0218  DYNAMIC HEIGHT  -         86.388 (meters)      283.42  (feet) COMP
 GE0218  MODELED GRAVITY -    979,814.8   (mgal)                       NAVD 88
 GE0218
 GE0218  VERT ORDER      -  FIRST     CLASS II
 GE0218
 GE0218.The horizontal coordinates were scaled from a map and have
 GE0218.an estimated accuracy of +/- 6 seconds.
 GE0218
 GE0218.The orthometric height was determined by differential leveling and
 GE0218.adjusted by the NATIONAL GEODETIC SURVEY
 GE0218.in June 1991.
 GE0218
 GE0218.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0218.GEOID18 height accuracy estimate available here.
 GE0218
 GE0218.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA198138(NAD 83)
 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
 GE0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0218.See file dsdata.pdf to determine how the superseded data were derived.
 GE0218
 GE0218_MARKER: DD = SURVEY DISK
 GE0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0218_STAMPING: N-8-8
 GE0218_MARK LOGO: USACE
 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       USACE
 GE0218  HISTORY     - 1956     GOOD             CGS
 GE0218  HISTORY     - 20020916 MARK NOT FOUND   USACE
 GE0218
 GE0218                          STATION DESCRIPTION
 GE0218
 GE0218'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0554 ***********************************************************************
 EJ0554  DESIGNATION -  N 80
 EJ0554  PID         -  EJ0554
 EJ0554  STATE/COUNTY-  AR/JEFFERSON
 EJ0554  COUNTRY     -  US
 EJ0554  USGS QUAD   -  HARDIN (2017)
 EJ0554
 EJ0554                         *CURRENT SURVEY CONTROL
 EJ0554  ______________________________________________________________________
 EJ0554* NAD 83(1986) POSITION- 34 16 04.     (N) 092 10 52.     (W)   SCALED
 EJ0554* NAVD 88 ORTHO HEIGHT -   103.811 (meters)      340.59  (feet) ADJUSTED
 EJ0554  ______________________________________________________________________
 EJ0554  GEOID HEIGHT    -        -25.990 (meters)                     GEOID18
 EJ0554  DYNAMIC HEIGHT  -        103.710 (meters)      340.26  (feet) COMP
 EJ0554  MODELED GRAVITY -    979,662.5   (mgal)                       NAVD 88
 EJ0554
 EJ0554  VERT ORDER      -  SECOND    CLASS 0
 EJ0554
 EJ0554.The horizontal coordinates were scaled from a map and have
 EJ0554.an estimated accuracy of +/- 6 seconds.
 EJ0554
 EJ0554.The orthometric height was determined by differential leveling and
 EJ0554.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0554.in June 1991.
 EJ0554
 EJ0554.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0554.GEOID18 height accuracy estimate available here.
 EJ0554
 EJ0554.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT753921(NAD 83)
 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
 EJ0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0554.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0554
 EJ0554_MARKER: DB = BENCH MARK DISK
 EJ0554_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0554_STAMPING: N 80 1935
 EJ0554_MARK LOGO: CGS
 EJ0554_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0554
 EJ0554  HISTORY     - Date     Condition        Report By
 EJ0554  HISTORY     - 1935     MONUMENTED       CGS
 EJ0554  HISTORY     - 1937     GOOD             ARGS
 EJ0554  HISTORY     - 1977     GOOD             LOCENG
 EJ0554  HISTORY     - 20080108 MARK NOT FOUND   ARHD
 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.
 EJ0554
 EJ0554                          STATION RECOVERY (2008)
 EJ0554
 EJ0554'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2008 (WDA)
 EJ0554'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0683 ***********************************************************************
 EJ0683  DESIGNATION -  N 81
 EJ0683  PID         -  EJ0683
 EJ0683  STATE/COUNTY-  AR/DALLAS
 EJ0683  COUNTRY     -  US
 EJ0683  USGS QUAD   -  CARTHAGE (2017)
 EJ0683
 EJ0683                         *CURRENT SURVEY CONTROL
 EJ0683  ______________________________________________________________________
 EJ0683* NAD 83(1986) POSITION- 34 02 04.     (N) 092 31 18.     (W)   SCALED
 EJ0683* NAVD 88 ORTHO HEIGHT -    75.454 (meters)      247.55  (feet) ADJUSTED
 EJ0683  ______________________________________________________________________
 EJ0683  GEOID HEIGHT    -        -26.160 (meters)                     GEOID18
 EJ0683  DYNAMIC HEIGHT  -         75.379 (meters)      247.31  (feet) COMP
 EJ0683  MODELED GRAVITY -    979,636.2   (mgal)                       NAVD 88
 EJ0683
 EJ0683  VERT ORDER      -  SECOND    CLASS 0
 EJ0683
 EJ0683.The horizontal coordinates were scaled from a map and have
 EJ0683.an estimated accuracy of +/- 6 seconds.
 EJ0683
 EJ0683.The orthometric height was determined by differential leveling and
 EJ0683.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0683.in June 1991.
 EJ0683
 EJ0683.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0683.GEOID18 height accuracy estimate available here.
 EJ0683
 EJ0683.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT441660(NAD 83)
 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
 EJ0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0683.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0683
 EJ0683_MARKER: DB = BENCH MARK DISK
 EJ0683_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0683_STAMPING: N 81 1935
 EJ0683_MARK LOGO: CGS
 EJ0683_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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  HISTORY     - 20180214 MARK NOT FOUND   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 DEPARTMENT OF TRANSPORTATION 2005 (WDA)
 EJ0683'RECOVERED IN GOOD CONDITION.
 EJ0683
 EJ0683                          STATION RECOVERY (2018)
 EJ0683
 EJ0683'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (BAB)
 EJ0683'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1325 ***********************************************************************
 EH1325  DESIGNATION -  N 82
 EH1325  PID         -  EH1325
 EH1325  STATE/COUNTY-  AR/ARKANSAS
 EH1325  COUNTRY     -  US
 EH1325  USGS QUAD   -  TICHNOR (2017)
 EH1325
 EH1325                         *CURRENT SURVEY CONTROL
 EH1325  ______________________________________________________________________
 EH1325* NAD 83(1986) POSITION- 34 11 34.     (N) 091 21 37.     (W)   SCALED
 EH1325* NAVD 88 ORTHO HEIGHT -    56.436 (meters)      185.16  (feet) ADJUSTED
 EH1325  ______________________________________________________________________
 EH1325  GEOID HEIGHT    -        -26.288 (meters)                     GEOID18
 EH1325  DYNAMIC HEIGHT  -         56.381 (meters)      184.98  (feet) COMP
 EH1325  MODELED GRAVITY -    979,659.7   (mgal)                       NAVD 88
 EH1325
 EH1325  VERT ORDER      -  FIRST     CLASS II
 EH1325
 EH1325.The horizontal coordinates were scaled from a map and have
 EH1325.an estimated accuracy of +/- 6 seconds.
 EH1325
 EH1325.The orthometric height was determined by differential leveling and
 EH1325.adjusted by the NATIONAL GEODETIC SURVEY
 EH1325.in August 1993.
 EH1325
 EH1325.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1325.GEOID18 height accuracy estimate available here.
 EH1325
 EH1325.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT510847(NAD 83)
 EH1325
 EH1325                          SUPERSEDED SURVEY CONTROL
 EH1325
 EH1325  NAVD 88 (06/15/91)   56.407  (m)          185.06   (f) SUPERSEDED  1 2
 EH1325  NGVD 29 (11/26/84)   56.475  (m)          185.29   (f) ADJUSTED    1 2
 EH1325
 EH1325.Superseded values are not recommended for survey control.
 EH1325
 EH1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1325.See file dsdata.pdf to determine how the superseded data were derived.
 EH1325
 EH1325_MARKER: DB = BENCH MARK DISK
 EH1325_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EH1325_STAMPING: N 82 1935
 EH1325_MARK LOGO: CGS
 EH1325_PROJECTION: PROJECTING 9 CENTIMETERS
 EH1325_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0633 ***********************************************************************
 EJ0633  DESIGNATION -  N 84
 EJ0633  PID         -  EJ0633
 EJ0633  STATE/COUNTY-  AR/GRANT
 EJ0633  COUNTRY     -  US
 EJ0633  USGS QUAD   -  CANE CREEK (2017)
 EJ0633
 EJ0633                         *CURRENT SURVEY CONTROL
 EJ0633  ______________________________________________________________________
 EJ0633* NAD 83(1986) POSITION- 34 27 02.     (N) 092 21 09.     (W)   SCALED
 EJ0633* NAVD 88 ORTHO HEIGHT -    93.783 (meters)      307.69  (feet) ADJUSTED
 EJ0633  ______________________________________________________________________
 EJ0633  GEOID HEIGHT    -        -26.117 (meters)                     GEOID18
 EJ0633  DYNAMIC HEIGHT  -         93.695 (meters)      307.40  (feet) COMP
 EJ0633  MODELED GRAVITY -    979,689.0   (mgal)                       NAVD 88
 EJ0633
 EJ0633  VERT ORDER      -  SECOND    CLASS 0
 EJ0633
 EJ0633.The horizontal coordinates were scaled from a map and have
 EJ0633.an estimated accuracy of +/- 6 seconds.
 EJ0633
 EJ0633.The orthometric height was determined by differential leveling and
 EJ0633.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0633.in June 1991.
 EJ0633
 EJ0633.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0633.GEOID18 height accuracy estimate available here.
 EJ0633
 EJ0633.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU594123(NAD 83)
 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
 EJ0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0633.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0633
 EJ0633_MARKER: DB = BENCH MARK DISK
 EJ0633_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0633_STAMPING: N 84 1935
 EJ0633_MARK LOGO: CGS
 EJ0633_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0633
 EJ0633  HISTORY     - Date     Condition        Report By
 EJ0633  HISTORY     - 1935     MONUMENTED       CGS
 EJ0633  HISTORY     - 1961     MARK NOT FOUND   CGS
 EJ0633
 EJ0633                          STATION DESCRIPTION
 EJ0633
 EJ0633'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG0904 ***********************************************************************
 FG0904  DESIGNATION -  N 85
 FG0904  PID         -  FG0904
 FG0904  STATE/COUNTY-  AR/JOHNSON
 FG0904  COUNTRY     -  US
 FG0904  USGS QUAD   -  HAGARVILLE (2017)
 FG0904
 FG0904                         *CURRENT SURVEY CONTROL
 FG0904  ______________________________________________________________________
 FG0904* NAD 83(1986) POSITION- 35 30 40.     (N) 093 22 01.     (W)   SCALED
 FG0904* NAVD 88 ORTHO HEIGHT -   144.755 (meters)      474.92  (feet) ADJUSTED
 FG0904  ______________________________________________________________________
 FG0904  GEOID HEIGHT    -        -28.925 (meters)                     GEOID18
 FG0904  DYNAMIC HEIGHT  -        144.619 (meters)      474.47  (feet) COMP
 FG0904  MODELED GRAVITY -    979,696.7   (mgal)                       NAVD 88
 FG0904
 FG0904  VERT ORDER      -  SECOND    CLASS 0
 FG0904
 FG0904.The horizontal coordinates were scaled from a map and have
 FG0904.an estimated accuracy of +/- 6 seconds.
 FG0904
 FG0904.The orthometric height was determined by differential leveling and
 FG0904.adjusted by the NATIONAL GEODETIC SURVEY
 FG0904.in June 1991.
 FG0904
 FG0904.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0904.GEOID18 height accuracy estimate available here.
 FG0904
 FG0904.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV667297(NAD 83)
 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
 FG0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0904.See file dsdata.pdf to determine how the superseded data were derived.
 FG0904
 FG0904_MARKER: DB = BENCH MARK DISK
 FG0904_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0904_STAMPING: N 85 1935
 FG0904_MARK LOGO: CGS
 FG0904_PROJECTION: PROJECTING 15 CENTIMETERS
 FG0904_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0904
 FG0904  HISTORY     - Date     Condition        Report By
 FG0904  HISTORY     - 1935     MONUMENTED       CGS
 FG0904  HISTORY     - 1958     GOOD             CGS
 FG0904
 FG0904                          STATION DESCRIPTION
 FG0904
 FG0904'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FF0177 ***********************************************************************
 FF0177  DESIGNATION -  N 86
 FF0177  PID         -  FF0177
 FF0177  STATE/COUNTY-  AR/CRITTENDEN
 FF0177  COUNTRY     -  US
 FF0177  USGS QUAD   -  CRAWFORDSVILLE (2017)
 FF0177
 FF0177                         *CURRENT SURVEY CONTROL
 FF0177  ______________________________________________________________________
 FF0177* NAD 83(1986) POSITION- 35 12 42.     (N) 090 17 55.     (W)   SCALED
 FF0177* NAVD 88 ORTHO HEIGHT -    68.197 (meters)      223.74  (feet) POSTED
 FF0177  ______________________________________________________________________
 FF0177  GEOID HEIGHT    -        -27.306 (meters)                     GEOID18
 FF0177  DYNAMIC HEIGHT  -         68.14  (meters)      223.6   (feet) COMP
 FF0177  MODELED GRAVITY -    979,738.2   (mgal)                       NAVD 88
 FF0177
 FF0177  VERT ORDER      -  * POSTED, SEE BELOW
 FF0177
 FF0177.The horizontal coordinates were scaled from a 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
 FF0177.* This is a POSTED BENCH MARK height.
 FF0177
 FF0177.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0177.GEOID18 height accuracy estimate available here.
 FF0177
 FF0177.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU459998(NAD 83)
 FF0177
 FF0177                          SUPERSEDED SURVEY CONTROL
 FF0177
 FF0177  NGVD 29 (11/26/84)   68.201  (m)          223.76   (f) ADJUSTED    2 0
 FF0177
 FF0177.Superseded values are not recommended for survey control.
 FF0177
 FF0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0177.See file dsdata.pdf to determine how the superseded data were derived.
 FF0177
 FF0177_MARKER: DB = BENCH MARK DISK
 FF0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0177_STAMPING: N 86 1935
 FF0177_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1278 ***********************************************************************
 EH1278  DESIGNATION -  N 87
 EH1278  PID         -  EH1278
 EH1278  STATE/COUNTY-  AR/PRAIRIE
 EH1278  COUNTRY     -  US
 EH1278  USGS QUAD   -  DE VALLS BLUFF (2017)
 EH1278
 EH1278                         *CURRENT SURVEY CONTROL
 EH1278  ______________________________________________________________________
 EH1278* NAD 83(1986) POSITION- 34 49 28.     (N) 091 29 52.     (W)   SCALED
 EH1278* NAVD 88 ORTHO HEIGHT -    60.476 (meters)      198.41  (feet) ADJUSTED
 EH1278  ______________________________________________________________________
 EH1278  GEOID HEIGHT    -        -26.994 (meters)                     GEOID18
 EH1278  DYNAMIC HEIGHT  -         60.420 (meters)      198.23  (feet) COMP
 EH1278  MODELED GRAVITY -    979,699.1   (mgal)                       NAVD 88
 EH1278
 EH1278  VERT ORDER      -  SECOND    CLASS 0
 EH1278
 EH1278.The horizontal coordinates were scaled from a map and have
 EH1278.an estimated accuracy of +/- 6 seconds.
 EH1278
 EH1278.The orthometric height was determined by differential leveling and
 EH1278.adjusted by the NATIONAL GEODETIC SURVEY
 EH1278.in June 1991.
 EH1278
 EH1278.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1278.GEOID18 height accuracy estimate available here.
 EH1278
 EH1278.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU373546(NAD 83)
 EH1278
 EH1278                          SUPERSEDED SURVEY CONTROL
 EH1278
 EH1278  NGVD 29 (11/26/84)   60.491  (m)          198.46   (f) ADJUSTED    2 0
 EH1278
 EH1278.Superseded values are not recommended for survey control.
 EH1278
 EH1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1278.See file dsdata.pdf to determine how the superseded data were derived.
 EH1278
 EH1278_MARKER: DB = BENCH MARK DISK
 EH1278_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EH1278_STAMPING: N 87 1935
 EH1278_MARK LOGO: CGS
 EH1278_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EK0276 ***********************************************************************
 EK0276  DESIGNATION -  N 88
 EK0276  PID         -  EK0276
 EK0276  STATE/COUNTY-  AR/SEVIER
 EK0276  COUNTRY     -  US
 EK0276  USGS QUAD   -  GILLHAM DAM (2017)
 EK0276
 EK0276                         *CURRENT SURVEY CONTROL
 EK0276  ______________________________________________________________________
 EK0276* NAD 83(1986) POSITION- 34 10 57.     (N) 094 12 31.     (W)   SCALED
 EK0276* NAVD 88 ORTHO HEIGHT -   188.523 (meters)      618.51  (feet) ADJUSTED
 EK0276  ______________________________________________________________________
 EK0276  GEOID HEIGHT    -        -28.169 (meters)                     GEOID18
 EK0276  DYNAMIC HEIGHT  -        188.331 (meters)      617.88  (feet) COMP
 EK0276  MODELED GRAVITY -    979,611.8   (mgal)                       NAVD 88
 EK0276
 EK0276  VERT ORDER      -  SECOND    CLASS 0
 EK0276
 EK0276.The horizontal coordinates were scaled from a map and have
 EK0276.an estimated accuracy of +/- 6 seconds.
 EK0276
 EK0276.The orthometric height was determined by differential leveling and
 EK0276.adjusted by the NATIONAL GEODETIC SURVEY
 EK0276.in June 1991.
 EK0276
 EK0276.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0276.GEOID18 height accuracy estimate available here.
 EK0276
 EK0276.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT886830(NAD 83)
 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
 EK0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0276.See file dsdata.pdf to determine how the superseded data were derived.
 EK0276
 EK0276_MARKER: DB = BENCH MARK DISK
 EK0276_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EK0276_STAMPING: N 88 1935
 EK0276_MARK LOGO: CGS
 EK0276_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0276
 EK0276  HISTORY     - Date     Condition        Report By
 EK0276  HISTORY     - 1935     MONUMENTED       CGS
 EK0276  HISTORY     - 1962     GOOD             CGS
 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 COAST AND GEODETIC SURVEY 1962
 EK0276'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1111 ***********************************************************************
 FF1111  DESIGNATION -  N 9
 FF1111  PID         -  FF1111
 FF1111  STATE/COUNTY-  AR/LAWRENCE
 FF1111  COUNTRY     -  US
 FF1111  USGS QUAD   -  ALICIA (2017)
 FF1111
 FF1111                         *CURRENT SURVEY CONTROL
 FF1111  ______________________________________________________________________
 FF1111* NAD 83(1986) POSITION- 35 53 40.     (N) 091 04 58.     (W)   SCALED
 FF1111* NAVD 88 ORTHO HEIGHT -    77.550 (meters)      254.43  (feet) ADJUSTED
 FF1111  ______________________________________________________________________
 FF1111  GEOID HEIGHT    -        -27.936 (meters)                     GEOID18
 FF1111  DYNAMIC HEIGHT  -         77.484 (meters)      254.21  (feet) COMP
 FF1111  MODELED GRAVITY -    979,791.9   (mgal)                       NAVD 88
 FF1111
 FF1111  VERT ORDER      -  FIRST     CLASS II
 FF1111
 FF1111.The horizontal coordinates were scaled from a map and have
 FF1111.an estimated accuracy of +/- 6 seconds.
 FF1111
 FF1111.The orthometric height was determined by differential leveling and
 FF1111.adjusted by the NATIONAL GEODETIC SURVEY
 FF1111.in June 1991.
 FF1111
 FF1111.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1111.GEOID18 height accuracy estimate available here.
 FF1111
 FF1111.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV730739(NAD 83)
 FF1111
 FF1111                          SUPERSEDED SURVEY CONTROL
 FF1111
 FF1111  NGVD 29 (11/26/84)   77.471  (m)          254.17   (f) ADJUSTED    1 2
 FF1111
 FF1111.Superseded values are not recommended for survey control.
 FF1111
 FF1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1111.See file dsdata.pdf to determine how the superseded data were derived.
 FF1111
 FF1111_MARKER: DB = BENCH MARK DISK
 FF1111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1111_STAMPING: 254.169 N 9 1931
 FF1111_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0770 ***********************************************************************
 FF0770  DESIGNATION -  N 9 2
 FF0770  PID         -  FF0770
 FF0770  STATE/COUNTY-  AR/CRAIGHEAD
 FF0770  COUNTRY     -  US
 FF0770  USGS QUAD   -  JONESBORO (2017)
 FF0770
 FF0770                         *CURRENT SURVEY CONTROL
 FF0770  ______________________________________________________________________
 FF0770* NAD 83(1986) POSITION- 35 48 59.     (N) 090 38 59.     (W)   SCALED
 FF0770* NAVD 88 ORTHO HEIGHT -    76.190 (meters)      249.97  (feet) ADJUSTED
 FF0770  ______________________________________________________________________
 FF0770  GEOID HEIGHT    -        -27.839 (meters)                     GEOID18
 FF0770  DYNAMIC HEIGHT  -         76.125 (meters)      249.75  (feet) COMP
 FF0770  MODELED GRAVITY -    979,780.3   (mgal)                       NAVD 88
 FF0770
 FF0770  VERT ORDER      -  FIRST     CLASS II
 FF0770
 FF0770.The horizontal coordinates were scaled from a map and have
 FF0770.an estimated accuracy of +/- 6 seconds.
 FF0770
 FF0770.The orthometric height was determined by differential leveling and
 FF0770.adjusted by the NATIONAL GEODETIC SURVEY
 FF0770.in June 1991.
 FF0770
 FF0770.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0770.GEOID18 height accuracy estimate available here.
 FF0770
 FF0770.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV123661(NAD 83)
 FF0770
 FF0770                          SUPERSEDED SURVEY CONTROL
 FF0770
 FF0770  NGVD 29 (11/26/84)   76.103  (m)          249.68   (f) ADJUSTED    1 2
 FF0770
 FF0770.Superseded values are not recommended for survey control.
 FF0770
 FF0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0770.See file dsdata.pdf to determine how the superseded data were derived.
 FF0770
 FF0770_MARKER: DD = SURVEY DISK
 FF0770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0770_STAMPING: N 9 2
 FF0770_MARK LOGO: USACE
 FF0770_PROJECTION: PROJECTING 3 CENTIMETERS
 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       USACE
 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, ALONG THE MISSOURI PACIFIC RAILROAD, 14 1/2 FEET
 FF0770'EAST-SOUTHEAST OF NEAR RAIL OF TRACK, 33 FEET WEST-NORTHWEST OF CENTER
 FF0770'LINE OF ELM STREET, 32 FEET WEST OF A FIRE HYDRANT, 190 FEET SOUTHWEST
 FF0770'AND ACROSS TRACK FROM THE SOUTH CORNER OF RAILROAD STATION, 124 FEET
 FF0770'SOUTH-SOUTHWEST OF BM A 76, 69 FEET WEST-SOUTHWEST OF THE THIRD
 FF0770'TELEPHONE POLE SOUTHWEST OF CROSSING OF U.S. HIGHWAY 63, ABOUT 2 FEET
 FF0770'BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FF0770'1 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 = MARCH 20, 2026 22:17:28 EDT
 DK0815 ***********************************************************************
 DK0815  DESIGNATION -  N 90
 DK0815  PID         -  DK0815
 DK0815  STATE/COUNTY-  AR/LINCOLN
 DK0815  COUNTRY     -  US
 DK0815  USGS QUAD   -  GOULD (2017)
 DK0815
 DK0815                         *CURRENT SURVEY CONTROL
 DK0815  ______________________________________________________________________
 DK0815* NAD 83(1986) POSITION- 33 58 36.     (N) 091 34 16.     (W)   SCALED
 DK0815* NAVD 88 ORTHO HEIGHT -    50.409 (meters)      165.38  (feet) ADJUSTED
 DK0815  ______________________________________________________________________
 DK0815  GEOID HEIGHT    -        -25.982 (meters)                     GEOID18
 DK0815  DYNAMIC HEIGHT  -         50.359 (meters)      165.22  (feet) COMP
 DK0815  MODELED GRAVITY -    979,647.3   (mgal)                       NAVD 88
 DK0815
 DK0815  VERT ORDER      -  SECOND    CLASS 0
 DK0815
 DK0815.The horizontal coordinates were scaled from a map and have
 DK0815.an estimated accuracy of +/- 6 seconds.
 DK0815
 DK0815.The orthometric height was determined by differential leveling and
 DK0815.adjusted by the NATIONAL GEODETIC SURVEY
 DK0815.in June 1991.
 DK0815
 DK0815.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK0815.GEOID18 height accuracy estimate available here.
 DK0815
 DK0815.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT319604(NAD 83)
 DK0815
 DK0815                          SUPERSEDED SURVEY CONTROL
 DK0815
 DK0815  NGVD 29 (11/26/84)   50.486  (m)          165.64   (f) ADJUSTED    2 0
 DK0815
 DK0815.Superseded values are not recommended for survey control.
 DK0815
 DK0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0815.See file dsdata.pdf to determine how the superseded data were derived.
 DK0815
 DK0815_MARKER: DB = BENCH MARK DISK
 DK0815_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DK0815_STAMPING: N 90 1935
 DK0815_MARK LOGO: CGS
 DK0815_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 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 = MARCH 20, 2026 22:17:28 EDT
 DL0047 ***********************************************************************
 DL0047  DESIGNATION -  N 91
 DL0047  PID         -  DL0047
 DL0047  STATE/COUNTY-  AR/CALHOUN
 DL0047  COUNTRY     -  US
 DL0047  USGS QUAD   -  TINSMAN (2017)
 DL0047
 DL0047                         *CURRENT SURVEY CONTROL
 DL0047  ______________________________________________________________________
 DL0047* NAD 83(1986) POSITION- 33 43 20.     (N) 092 21 17.     (W)   SCALED
 DL0047* NAVD 88 ORTHO HEIGHT -    54.893 (meters)      180.09  (feet) ADJUSTED
 DL0047  ______________________________________________________________________
 DL0047  GEOID HEIGHT    -        -26.034 (meters)                     GEOID18
 DL0047  DYNAMIC HEIGHT  -         54.837 (meters)      179.91  (feet) COMP
 DL0047  MODELED GRAVITY -    979,610.8   (mgal)                       NAVD 88
 DL0047
 DL0047  VERT ORDER      -  SECOND    CLASS 0
 DL0047
 DL0047.The horizontal coordinates were scaled from a map and have
 DL0047.an estimated accuracy of +/- 6 seconds.
 DL0047
 DL0047.The orthometric height was determined by differential leveling and
 DL0047.adjusted by the NATIONAL GEODETIC SURVEY
 DL0047.in June 1991.
 DL0047
 DL0047.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0047.GEOID18 height accuracy estimate available here.
 DL0047
 DL0047.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT597315(NAD 83)
 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
 DL0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0047.See file dsdata.pdf to determine how the superseded data were derived.
 DL0047
 DL0047_MARKER: DB = BENCH MARK DISK
 DL0047_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DL0047_STAMPING: N 91 1935
 DL0047_MARK LOGO: CGS
 DL0047_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0047
 DL0047  HISTORY     - Date     Condition        Report By
 DL0047  HISTORY     - 1935     MONUMENTED       CGS
 DL0047  HISTORY     - 1964     GOOD             CGS
 DL0047  HISTORY     - 20130702 MARK NOT FOUND   ARHD
 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 COAST AND GEODETIC SURVEY 1964
 DL0047'RECOVERED IN GOOD CONDITION.
 DL0047
 DL0047                          STATION RECOVERY (2013)
 DL0047
 DL0047'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (KBC)
 DL0047'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK1394 ***********************************************************************
 DK1394  DESIGNATION -  N 92
 DK1394  PID         -  DK1394
 DK1394  STATE/COUNTY-  AR/ASHLEY
 DK1394  COUNTRY     -  US
 DK1394  USGS QUAD   -  CROSSETT NORTH (2017)
 DK1394
 DK1394                         *CURRENT SURVEY CONTROL
 DK1394  ______________________________________________________________________
 DK1394* NAD 83(1986) POSITION- 33 09 03.     (N) 091 57 17.     (W)   SCALED
 DK1394* NAVD 88 ORTHO HEIGHT -    42.709 (meters)      140.12  (feet) ADJUSTED
 DK1394  ______________________________________________________________________
 DK1394  GEOID HEIGHT    -        -25.917 (meters)                     GEOID18
 DK1394  DYNAMIC HEIGHT  -         42.663 (meters)      139.97  (feet) COMP
 DK1394  MODELED GRAVITY -    979,571.4   (mgal)                       NAVD 88
 DK1394
 DK1394  VERT ORDER      -  SECOND    CLASS 0
 DK1394
 DK1394.The horizontal coordinates were scaled from a map and have
 DK1394.an estimated accuracy of +/- 6 seconds.
 DK1394
 DK1394.The orthometric height was determined by differential leveling and
 DK1394.adjusted by the NATIONAL GEODETIC SURVEY
 DK1394.in June 1991.
 DK1394
 DK1394.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1394.GEOID18 height accuracy estimate available here.
 DK1394
 DK1394.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS974684(NAD 83)
 DK1394
 DK1394                          SUPERSEDED SURVEY CONTROL
 DK1394
 DK1394  NGVD 29 (11/26/84)   42.782  (m)          140.36   (f) ADJUSTED    2 0
 DK1394
 DK1394.Superseded values are not recommended for survey control.
 DK1394
 DK1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1394.See file dsdata.pdf to determine how the superseded data were derived.
 DK1394
 DK1394_MARKER: DB = BENCH MARK DISK
 DK1394_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DK1394_STAMPING: N 92 1935
 DK1394_MARK LOGO: CGS
 DK1394_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 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 = MARCH 20, 2026 22:17:28 EDT
 FG1509 ***********************************************************************
 FG1509  DESIGNATION -  N 93
 FG1509  PID         -  FG1509
 FG1509  STATE/COUNTY-  AR/FRANKLIN
 FG1509  COUNTRY     -  US
 FG1509  USGS QUAD   -  CRAVENS (2017)
 FG1509
 FG1509                         *CURRENT SURVEY CONTROL
 FG1509  ______________________________________________________________________
 FG1509* NAD 83(1986) POSITION- 35 33 09.     (N) 093 57 09.     (W)   SCALED
 FG1509* NAVD 88 ORTHO HEIGHT -   169.435 (meters)      555.89  (feet) ADJUSTED
 FG1509  ______________________________________________________________________
 FG1509  GEOID HEIGHT    -        -29.057 (meters)                     GEOID18
 FG1509  DYNAMIC HEIGHT  -        169.279 (meters)      555.38  (feet) COMP
 FG1509  MODELED GRAVITY -    979,710.7   (mgal)                       NAVD 88
 FG1509
 FG1509  VERT ORDER      -  SECOND    CLASS 0
 FG1509
 FG1509.The horizontal coordinates were scaled from a map and have
 FG1509.an estimated accuracy of +/- 6 seconds.
 FG1509
 FG1509.The orthometric height was determined by differential leveling and
 FG1509.adjusted by the NATIONAL GEODETIC SURVEY
 FG1509.in June 1991.
 FG1509
 FG1509.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1509.GEOID18 height accuracy estimate available here.
 FG1509
 FG1509.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV136347(NAD 83)
 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
 FG1509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1509.See file dsdata.pdf to determine how the superseded data were derived.
 FG1509
 FG1509_MARKER: DB = BENCH MARK DISK
 FG1509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1509_STAMPING: N 93 1935
 FG1509_MARK LOGO: CGS
 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  HISTORY     - 20180829 MARK NOT FOUND   ARHD
 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).
 FG1509
 FG1509                          STATION RECOVERY (2018)
 FG1509
 FG1509'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (JDH)
 FG1509'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1418 ***********************************************************************
 FG1418  DESIGNATION -  N 94
 FG1418  PID         -  FG1418
 FG1418  STATE/COUNTY-  AR/JOHNSON
 FG1418  COUNTRY     -  US
 FG1418  USGS QUAD   -  CLARKSVILLE (2017)
 FG1418
 FG1418                         *CURRENT SURVEY CONTROL
 FG1418  ______________________________________________________________________
 FG1418* NAD 83(1986) POSITION- 35 29 55.     (N) 093 29 43.     (W)   SCALED
 FG1418* NAVD 88 ORTHO HEIGHT -   144.542 (meters)      474.22  (feet) ADJUSTED
 FG1418  ______________________________________________________________________
 FG1418  GEOID HEIGHT    -        -29.028 (meters)                     GEOID18
 FG1418  DYNAMIC HEIGHT  -        144.409 (meters)      473.78  (feet) COMP
 FG1418  MODELED GRAVITY -    979,714.8   (mgal)                       NAVD 88
 FG1418
 FG1418  VERT ORDER      -  SECOND    CLASS 0
 FG1418
 FG1418.The horizontal coordinates were scaled from a map and have
 FG1418.an estimated accuracy of +/- 6 seconds.
 FG1418
 FG1418.The orthometric height was determined by differential leveling and
 FG1418.adjusted by the NATIONAL GEODETIC SURVEY
 FG1418.in June 1991.
 FG1418
 FG1418.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1418.GEOID18 height accuracy estimate available here.
 FG1418
 FG1418.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV550284(NAD 83)
 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
 FG1418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1418.See file dsdata.pdf to determine how the superseded data were derived.
 FG1418
 FG1418_MARKER: DB = BENCH MARK DISK
 FG1418_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG1418_STAMPING: N 94 1935
 FG1418_MARK LOGO: CGS
 FG1418_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG1418
 FG1418  HISTORY     - Date     Condition        Report By
 FG1418  HISTORY     - 1935     MONUMENTED       CGS
 FG1418  HISTORY     - 1959     MARK NOT FOUND   CGS
 FG1418  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG1418  HISTORY     - 20120927 MARK NOT FOUND   ARHD
 FG1418
 FG1418                          STATION DESCRIPTION
 FG1418
 FG1418'DESCRIBED BY COAST AND 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.
 FG1418
 FG1418                          STATION RECOVERY (2012)
 FG1418
 FG1418'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (CW)
 FG1418'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1465 ***********************************************************************
 FG1465  DESIGNATION -  N 95
 FG1465  PID         -  FG1465
 FG1465  STATE/COUNTY-  AR/JOHNSON
 FG1465  COUNTRY     -  US
 FG1465  USGS QUAD   -  BOSTON (2017)
 FG1465
 FG1465                         *CURRENT SURVEY CONTROL
 FG1465  ______________________________________________________________________
 FG1465* NAD 83(1986) POSITION- 35 45 10.32   (N) 093 32 42.18   (W)   HD_HELD1
 FG1465* NAVD 88 ORTHO HEIGHT -   638.276 (meters)     2094.08  (feet) ADJUSTED
 FG1465  ______________________________________________________________________
 FG1465  GEOID HEIGHT    -        -28.133 (meters)                     GEOID18
 FG1465  DYNAMIC HEIGHT  -        637.667 (meters)     2092.08  (feet) COMP
 FG1465  MODELED GRAVITY -    979,657.8   (mgal)                       NAVD 88
 FG1465
 FG1465  VERT ORDER      -  SECOND    CLASS 0
 FG1465
 FG1465.The horizontal coordinates were determined by differentially corrected
 FG1465.hand held GPS observations or other comparable positioning techniques
 FG1465.and have an estimated accuracy of +/- 3 meters.
 FG1465
 FG1465.The orthometric height was determined by differential leveling and
 FG1465.adjusted by the NATIONAL GEODETIC SURVEY
 FG1465.in June 1991.
 FG1465
 FG1465.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1465.GEOID18 height accuracy estimate available here.
 FG1465
 FG1465.Click photographs - Photos may exist for this station.
 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     -   158,582.2     260,273.3     MT  (+/- 3 meters HH1 GPS) 
 FG1465
 FG1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV5072256675(NAD 83)
 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
 FG1465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1465.See file dsdata.pdf to determine how the superseded data were derived.
 FG1465
 FG1465_MARKER: DB = BENCH MARK DISK
 FG1465_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG1465_STAMPING: N 95 1935
 FG1465_MARK LOGO: CGS
 FG1465_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0639 ***********************************************************************
 EJ0639  DESIGNATION -  N 96
 EJ0639  PID         -  EJ0639
 EJ0639  STATE/COUNTY-  AR/GRANT
 EJ0639  COUNTRY     -  US
 EJ0639  USGS QUAD   -  BELFAST (2017)
 EJ0639
 EJ0639                         *CURRENT SURVEY CONTROL
 EJ0639  ______________________________________________________________________
 EJ0639* NAD 83(1986) POSITION- 34 27 01.     (N) 092 25 50.     (W)   SCALED
 EJ0639* NAVD 88 ORTHO HEIGHT -   113.767 (meters)      373.25  (feet) ADJUSTED
 EJ0639  ______________________________________________________________________
 EJ0639  GEOID HEIGHT    -        -26.142 (meters)                     GEOID18
 EJ0639  DYNAMIC HEIGHT  -        113.660 (meters)      372.90  (feet) COMP
 EJ0639  MODELED GRAVITY -    979,686.0   (mgal)                       NAVD 88
 EJ0639
 EJ0639  VERT ORDER      -  SECOND    CLASS 0
 EJ0639
 EJ0639.The horizontal coordinates were scaled from a map and have
 EJ0639.an estimated accuracy of +/- 6 seconds.
 EJ0639
 EJ0639.The orthometric height was determined by differential leveling and
 EJ0639.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0639.in June 1991.
 EJ0639
 EJ0639.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0639.GEOID18 height accuracy estimate available here.
 EJ0639
 EJ0639.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU523122(NAD 83)
 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
 EJ0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0639.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0639
 EJ0639_MARKER: DB = BENCH MARK DISK
 EJ0639_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0639_STAMPING: N 96 1935
 EJ0639_MARK LOGO: CGS
 EJ0639_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0639
 EJ0639  HISTORY     - Date     Condition        Report By
 EJ0639  HISTORY     - 1935     MONUMENTED       CGS
 EJ0639  HISTORY     - 1935     GOOD             CGS
 EJ0639
 EJ0639                          STATION DESCRIPTION
 EJ0639
 EJ0639'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0490 ***********************************************************************
 EJ0490  DESIGNATION -  N 97
 EJ0490  PID         -  EJ0490
 EJ0490  STATE/COUNTY-  AR/JEFFERSON
 EJ0490  COUNTRY     -  US
 EJ0490  USGS QUAD   -  WHITE HALL (2017)
 EJ0490
 EJ0490                         *CURRENT SURVEY CONTROL
 EJ0490  ______________________________________________________________________
 EJ0490* NAD 83(1986) POSITION- 34 17 16.     (N) 092 04 34.     (W)   SCALED
 EJ0490* NAVD 88 ORTHO HEIGHT -    73.494 (meters)      241.12  (feet) ADJUSTED
 EJ0490  ______________________________________________________________________
 EJ0490  GEOID HEIGHT    -        -26.018 (meters)                     GEOID18
 EJ0490  DYNAMIC HEIGHT  -         73.423 (meters)      240.89  (feet) COMP
 EJ0490  MODELED GRAVITY -    979,670.1   (mgal)                       NAVD 88
 EJ0490
 EJ0490  VERT ORDER      -  FIRST     CLASS II
 EJ0490
 EJ0490.The horizontal coordinates were scaled from a map and have
 EJ0490.an estimated accuracy of +/- 6 seconds.
 EJ0490
 EJ0490.The orthometric height was determined by differential leveling and
 EJ0490.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0490.in June 1991.
 EJ0490
 EJ0490.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0490.GEOID18 height accuracy estimate available here.
 EJ0490
 EJ0490.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT850944(NAD 83)
 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
 EJ0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0490.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0490
 EJ0490_MARKER: DB = BENCH MARK DISK
 EJ0490_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0490_STAMPING: N 97 1935
 EJ0490_MARK LOGO: CGS
 EJ0490_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0846 ***********************************************************************
 EJ0846  DESIGNATION -  N 99
 EJ0846  PID         -  EJ0846
 EJ0846  STATE/COUNTY-  AR/PULASKI
 EJ0846  COUNTRY     -  US
 EJ0846  USGS QUAD   -  FOURCHE (2017)
 EJ0846
 EJ0846                         *CURRENT SURVEY CONTROL
 EJ0846  ______________________________________________________________________
 EJ0846* NAD 83(1986) POSITION- 34 53 12.     (N) 092 35 15.     (W)   SCALED
 EJ0846* NAVD 88 ORTHO HEIGHT -    84.712 (meters)      277.93  (feet) ADJUSTED
 EJ0846  ______________________________________________________________________
 EJ0846  GEOID HEIGHT    -        -27.541 (meters)                     GEOID18
 EJ0846  DYNAMIC HEIGHT  -         84.631 (meters)      277.66  (feet) COMP
 EJ0846  MODELED GRAVITY -    979,688.9   (mgal)                       NAVD 88
 EJ0846
 EJ0846  VERT ORDER      -  SECOND    CLASS 0
 EJ0846
 EJ0846.The horizontal coordinates were scaled from a map and have
 EJ0846.an estimated accuracy of +/- 6 seconds.
 EJ0846
 EJ0846.The orthometric height was determined by differential leveling and
 EJ0846.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0846.in June 1991.
 EJ0846
 EJ0846.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0846.GEOID18 height accuracy estimate available here.
 EJ0846
 EJ0846.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU376605(NAD 83)
 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
 EJ0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0846.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0846
 EJ0846_MARKER: DB = BENCH MARK DISK
 EJ0846_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0846_STAMPING: N 99 1935
 EJ0846_MARK LOGO: CGS
 EJ0846_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0846
 EJ0846  HISTORY     - Date     Condition        Report By
 EJ0846  HISTORY     - 1935     MONUMENTED       CGS
 EJ0846  HISTORY     - 1960     MARK NOT FOUND   CGS
 EJ0846
 EJ0846                          STATION DESCRIPTION
 EJ0846
 EJ0846'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1744 ***********************************************************************
 EJ1744  DESIGNATION -  N LITTLE ROCK PARK HILL BAP CH
 EJ1744  PID         -  EJ1744
 EJ1744  STATE/COUNTY-  AR/PULASKI
 EJ1744  COUNTRY     -  US
 EJ1744  USGS QUAD   -  NORTH LITTLE ROCK (2017)
 EJ1744
 EJ1744                         *CURRENT SURVEY CONTROL
 EJ1744  ______________________________________________________________________
 EJ1744* NAD 83(1997) POSITION- 34 47 07.74054(N) 092 15 31.62882(W)   ADJUSTED
 EJ1744  ______________________________________________________________________
 EJ1744  GEOID HEIGHT    -        -26.746 (meters)                     GEOID18
 EJ1744  LAPLACE CORR    -          0.56  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1744.GEOID18 height accuracy estimate available here.
 EJ1744
 EJ1744.Click photographs - Photos may exist for this station.
 EJ1744
 EJ1744.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1744
 EJ1744. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6781349504(NAD 83)
 EJ1744
 EJ1744                          SUPERSEDED SURVEY CONTROL
 EJ1744
 EJ1744  NAD 83(1986)-  34 47 07.75277(N)    092 15 31.61670(W) AD(       ) 3
 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
 EJ1744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1744.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1744
 EJ1744_MARKER: 90 = CHURCH SPIRE
 EJ1744_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EJ1744+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2008
 EJ1744
 EJ1744  HISTORY     - Date     Condition        Report By
 EJ1744  HISTORY     - 1964     FIRST OBSERVED   CGS
 EJ1744  HISTORY     - 20080625 GOOD             GEOCAC
 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.
 EJ1744
 EJ1744                          STATION RECOVERY (2008)
 EJ1744
 EJ1744'RECOVERY NOTE BY GEOCACHING 2008 (MM)
 EJ1744'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1682 ***********************************************************************
 EJ1682  DESIGNATION -  N LITTLE ROCK RAD KARK NE TWR
 EJ1682  PID         -  EJ1682
 EJ1682  STATE/COUNTY-  AR/PULASKI
 EJ1682  COUNTRY     -  US
 EJ1682  USGS QUAD   -  MCALMONT (2017)
 EJ1682
 EJ1682                         *CURRENT SURVEY CONTROL
 EJ1682  ______________________________________________________________________
 EJ1682* NAD 83(1997) POSITION- 34 46 21.15756(N) 092 14 44.66605(W)   ADJUSTED
 EJ1682  ______________________________________________________________________
 EJ1682  GEOID HEIGHT    -        -26.709 (meters)                     GEOID18
 EJ1682  LAPLACE CORR    -          0.28  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1682.GEOID18 height accuracy estimate available here.
 EJ1682
 EJ1682.Click photographs - Photos may exist for this station.
 EJ1682
 EJ1682.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1682
 EJ1682. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6901848078(NAD 83)
 EJ1682
 EJ1682                          SUPERSEDED SURVEY CONTROL
 EJ1682
 EJ1682  NAD 83(1986)-  34 46 21.16898(N)    092 14 44.65207(W) AD(       ) 3
 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
 EJ1682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1682.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1682
 EJ1682_MARKER: 43 = RADIO/TV TOWER
 EJ1682_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EJ1682+SATELLITE: SATELLITE OBSERVATIONS - December 26, 2009
 EJ1682
 EJ1682  HISTORY     - Date     Condition        Report By
 EJ1682  HISTORY     - 1940     FIRST OBSERVED   CGS
 EJ1682  HISTORY     - 1964     GOOD             CGS
 EJ1682  HISTORY     - 1975     GOOD             NGS
 EJ1682  HISTORY     - 20080625 GOOD             GEOCAC
 EJ1682  HISTORY     - 20091226 GOOD             GEOCAC
 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 A 4 LEG
 EJ1682'STEEL STRUCTURE, SELF SUPPORTING, PAINTED IN ALTERNATE SECTIONS OF
 EJ1682'INTERNATIONAL RED AND WHITE, BLINKING RED LIGHT AT THE TOP, WITH AN
 EJ1682'OVERALL HEIGHT OF 310 FEET.
 EJ1682'
 EJ1682'LOCATED IN THE SOUTHEAST EDGE OF NORTH LITTLE ROCK ON E 13TH STREET
 EJ1682'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.
 EJ1682
 EJ1682                          STATION RECOVERY (2008)
 EJ1682
 EJ1682'RECOVERY NOTE BY GEOCACHING 2008 (MM)
 EJ1682'RECOVERED IN GOOD CONDITION.
 EJ1682
 EJ1682                          STATION RECOVERY (2009)
 EJ1682
 EJ1682'RECOVERY NOTE BY GEOCACHING 2009 (JA)
 EJ1682'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1683 ***********************************************************************
 EJ1683  DESIGNATION -  N LITTLE ROCK RAD KARK SW TWR
 EJ1683  PID         -  EJ1683
 EJ1683  STATE/COUNTY-  AR/PULASKI
 EJ1683  COUNTRY     -  US
 EJ1683  USGS QUAD   -  MCALMONT (2017)
 EJ1683
 EJ1683                         *CURRENT SURVEY CONTROL
 EJ1683  ______________________________________________________________________
 EJ1683* NAD 83(1997) POSITION- 34 46 19.31380(N) 092 14 46.37234(W)   ADJUSTED
 EJ1683  ______________________________________________________________________
 EJ1683  GEOID HEIGHT    -        -26.708 (meters)                     GEOID18
 EJ1683  LAPLACE CORR    -          0.28  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1683.GEOID18 height accuracy estimate available here.
 EJ1683
 EJ1683.Click photographs - Photos may exist for this station.
 EJ1683
 EJ1683.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1683
 EJ1683. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6897548021(NAD 83)
 EJ1683
 EJ1683                          SUPERSEDED SURVEY CONTROL
 EJ1683
 EJ1683  NAD 83(1986)-  34 46 19.32574(N)    092 14 46.35753(W) AD(       ) 3
 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
 EJ1683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1683.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1683
 EJ1683_MARKER: 43 = RADIO/TV TOWER
 EJ1683_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EJ1683+SATELLITE: SATELLITE OBSERVATIONS - December 26, 2009
 EJ1683
 EJ1683  HISTORY     - Date     Condition        Report By
 EJ1683  HISTORY     - 1964     FIRST OBSERVED   CGS
 EJ1683  HISTORY     - 1975     GOOD             NGS
 EJ1683  HISTORY     - 20080625 GOOD             GEOCAC
 EJ1683  HISTORY     - 20091226 GOOD             GEOCAC
 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.
 EJ1683
 EJ1683                          STATION RECOVERY (2008)
 EJ1683
 EJ1683'RECOVERY NOTE BY GEOCACHING 2008 (MM)
 EJ1683'RECOVERED IN GOOD CONDITION.
 EJ1683
 EJ1683                          STATION RECOVERY (2009)
 EJ1683
 EJ1683'RECOVERY NOTE BY GEOCACHING 2009 (JA)
 EJ1683'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1685 ***********************************************************************
 EJ1685  DESIGNATION -  N LITTLE ROCK RAD KXLR SW MAST
 EJ1685  PID         -  EJ1685
 EJ1685  STATE/COUNTY-  AR/PULASKI
 EJ1685  COUNTRY     -  US
 EJ1685  USGS QUAD   -  MCALMONT (2017)
 EJ1685
 EJ1685                         *CURRENT SURVEY CONTROL
 EJ1685  ______________________________________________________________________
 EJ1685* NAD 83(1997) POSITION- 34 45 55.05299(N) 092 11 49.50984(W)   ADJUSTED
 EJ1685  ______________________________________________________________________
 EJ1685  GEOID HEIGHT    -        -26.684 (meters)                     GEOID18
 EJ1685  LAPLACE CORR    -          0.27  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1685.GEOID18 height accuracy estimate available here.
 EJ1685
 EJ1685.Click photographs - Photos may exist for this station.
 EJ1685
 EJ1685.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1685
 EJ1685. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7347647308(NAD 83)
 EJ1685
 EJ1685                          SUPERSEDED SURVEY CONTROL
 EJ1685
 EJ1685  NAD 83(1986)-  34 45 55.06364(N)    092 11 49.49721(W) AD(       ) 3
 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
 EJ1685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1685.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1685
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1741 ***********************************************************************
 EJ1741  DESIGNATION -  N LITTLE ROCK RAD STA KVLC
 EJ1741  PID         -  EJ1741
 EJ1741  STATE/COUNTY-  AR/PULASKI
 EJ1741  COUNTRY     -  US
 EJ1741  USGS QUAD   -  NORTH LITTLE ROCK (2017)
 EJ1741
 EJ1741                         *CURRENT SURVEY CONTROL
 EJ1741  ______________________________________________________________________
 EJ1741* NAD 83(1997) POSITION- 34 45 58.46134(N) 092 17 38.73401(W)   ADJUSTED
 EJ1741  ______________________________________________________________________
 EJ1741  GEOID HEIGHT    -        -26.704 (meters)                     GEOID18
 EJ1741  LAPLACE CORR    -          0.41  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1741.GEOID18 height accuracy estimate available here.
 EJ1741
 EJ1741.Click photographs - Photos may exist for this station.
 EJ1741
 EJ1741.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1741
 EJ1741. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6459847347(NAD 83)
 EJ1741
 EJ1741                          SUPERSEDED SURVEY CONTROL
 EJ1741
 EJ1741  NAD 83(1986)-  34 45 58.47422(N)    092 17 38.72251(W) AD(       ) 3
 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
 EJ1741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1741.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1741
 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 = MARCH 20, 2026 22:17:28 EDT
 DO7491 ***********************************************************************
 DO7491  DESIGNATION -  N MURRAY
 DO7491  PID         -  DO7491
 DO7491  STATE/COUNTY-  AR/PULASKI
 DO7491  COUNTRY     -  US
 DO7491  USGS QUAD   -  NORTH LITTLE ROCK (2017)
 DO7491
 DO7491                         *CURRENT SURVEY CONTROL
 DO7491  ______________________________________________________________________
 DO7491* NAD 83(1986) POSITION- 34 47 44.28   (N) 092 21 24.48   (W)   HD_HELD1
 DO7491* NAVD 88 ORTHO HEIGHT -    76.311 (meters)      250.36  (feet) ADJUSTED
 DO7491  ______________________________________________________________________
 DO7491  GEOID HEIGHT    -        -26.845 (meters)                     GEOID18
 DO7491  DYNAMIC HEIGHT  -         76.240 (meters)      250.13  (feet) COMP
 DO7491  MODELED GRAVITY -    979,703.8   (mgal)                       NAVD 88
 DO7491
 DO7491  VERT ORDER      -  FIRST     CLASS II
 DO7491
 DO7491.The horizontal coordinates were determined by differentially corrected
 DO7491.hand held GPS observations or other comparable positioning techniques
 DO7491.and have an estimated accuracy of +/- 3 meters.
 DO7491
 DO7491.The orthometric height was determined by differential leveling and
 DO7491.adjusted by the NATIONAL GEODETIC SURVEY
 DO7491.in April 2014.
 DO7491
 DO7491.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7491.GEOID18 height accuracy estimate available here.
 DO7491
 DO7491.Click photographs - Photos may exist for this station.
 DO7491
 DO7491.The dynamic height is computed by dividing the NAVD 88
 DO7491.geopotential number by the normal gravity value computed on the
 DO7491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7491.degrees latitude (g = 980.6199 gals.).
 DO7491
 DO7491.The modeled gravity was interpolated from observed gravity values.
 DO7491
 DO7491;                    North         East    Units  Estimated Accuracy
 DO7491;SPC AR S     -   636,194.3     367,347.5     MT  (+/- 3 meters HH1 GPS) 
 DO7491
 DO7491_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5883950568(NAD 83)
 DO7491
 DO7491                          SUPERSEDED SURVEY CONTROL
 DO7491
 DO7491.No superseded survey control is available for this station.
 DO7491
 DO7491_MARKER: DD = SURVEY DISK
 DO7491_SETTING: 41 = SET IN A LARGE STRUCTURE WITH FOUNDATIONS ON BEDROCK
 DO7491_SP_SET: DAM
 DO7491_STAMPING: N MURRAY
 DO7491_MARK LOGO: USACE
 DO7491_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO7491_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DO7491+STABILITY: POSITION/ELEVATION WELL
 DO7491_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7491+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2012
 DO7491
 DO7491  HISTORY     - Date     Condition        Report By
 DO7491  HISTORY     - 20050612 MONUMENTED       USACE
 DO7491  HISTORY     - 20120523 GOOD             ARHD
 DO7491
 DO7491                          STATION DESCRIPTION
 DO7491
 DO7491'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (JDH)
 DO7491'THE STATION IS LOCATED ABOUT 13.2 KM (8.2 MI) EAST-SOUTHEAST OF
 DO7491'PINNACLE, 8.7 KM (5.4 MI) WEST-NORTHWEST OF NORTH LITTLE ROCK AND 8.2
 DO7491'KM (5.1 MI) NORTHWEST OF LITTLE ROCK.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DO7491'
 DO7491'TO REACH FROM THE INTERSECTION OF HIGHWAY 100 AND NORTH SHORE, GO
 DO7491'SOUTH ON NORTH SHORE FOR.06 MI THEN TURN RIGHT ON COOKS LANDING ROAD
 DO7491'AND GO 1 MI (1.6 KM) TO THE STATION ON THE RIGHT AT MURRY HYDRO PLANT.
 DO7491'IT IS 81.5 FT (24.8 M) SOUTHEAST OF THE SOUTH EAST CORNER OF THE HYDRO
 DO7491'PLANT, 62 FT (18.9 M) EAST OF THE NORTH EAST TRANSMISSION POST, 46 FT
 DO7491'(14.0 M) NORTHEAST OF THE NORTH EAST CORNER OF THE SOUTH BUILDING AND
 DO7491'4 FT (1.2 M) WEST OF THE GUARD RAIL.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO2619 ***********************************************************************
 DO2619  DESIGNATION -  N9192
 DO2619  PID         -  DO2619
 DO2619  STATE/COUNTY-  AR/CRAIGHEAD
 DO2619  COUNTRY     -  US
 DO2619  USGS QUAD   -  JONESBORO (2017)
 DO2619
 DO2619                         *CURRENT SURVEY CONTROL
 DO2619  ______________________________________________________________________
 DO2619* NAD 83(1986) POSITION- 35 49 16.20   (N) 090 39 36.30   (W)   HD_HELD1
 DO2619* NAVD 88 ORTHO HEIGHT -    78.363 (meters)      257.10  (feet) ADJUSTED
 DO2619  ______________________________________________________________________
 DO2619  GEOID HEIGHT    -        -27.833 (meters)                     GEOID18
 DO2619  DYNAMIC HEIGHT  -         78.296 (meters)      256.88  (feet) COMP
 DO2619  MODELED GRAVITY -    979,780.3   (mgal)                       NAVD 88
 DO2619
 DO2619  VERT ORDER      -  FIRST     CLASS II
 DO2619
 DO2619.The horizontal coordinates were determined by differentially corrected
 DO2619.hand held GPS observations or other comparable positioning techniques
 DO2619.and have an estimated accuracy of +/- 3 meters.
 DO2619
 DO2619.The orthometric height was determined by differential leveling and
 DO2619.adjusted by the NATIONAL GEODETIC SURVEY
 DO2619.in February 2013.
 DO2619
 DO2619.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2619.GEOID18 height accuracy estimate available here.
 DO2619
 DO2619.Click photographs - Photos may exist for this station.
 DO2619
 DO2619.The dynamic height is computed by dividing the NAVD 88
 DO2619.geopotential number by the normal gravity value computed on the
 DO2619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2619.degrees latitude (g = 980.6199 gals.).
 DO2619
 DO2619.The modeled gravity was interpolated from observed gravity values.
 DO2619
 DO2619;                    North         East    Units  Estimated Accuracy
 DO2619;SPC AR N     -   165,887.5     521,073.5     MT  (+/- 3 meters HH1 GPS) 
 DO2619
 DO2619_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV1138466640(NAD 83)
 DO2619
 DO2619                          SUPERSEDED SURVEY CONTROL
 DO2619
 DO2619.No superseded survey control is available for this station.
 DO2619
 DO2619_MARKER: DB = BENCH MARK DISK
 DO2619_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO2619_SP_SET: BRIDGE DECK
 DO2619_STAMPING: US ARMY CORPS OF ENGINEERS N-9-1-92 1992
 DO2619_MARK LOGO: USACE
 DO2619_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2619_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO2619_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2619+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2010
 DO2619
 DO2619  HISTORY     - Date     Condition        Report By
 DO2619  HISTORY     - 20101201 MONUMENTED       ASSOEN
 DO2619
 DO2619                          STATION DESCRIPTION
 DO2619
 DO2619'DESCRIBED BY ASSOCIATED ENGINEERING 2010 (MPM)
 DO2619'THE MARK IS LOCATED ABOUT 7.0 MI (11.3 KM) WEST OF NEEDHAM, 7.0 MI
 DO2619'(11.3 KM) SOUTHWEST OF BROOKLAND AND 2.9 MI (4.7 KM) EAST-SOUTHEAST OF
 DO2619'JONESBORO.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DO2619'
 DO2619'TO REACH FROM THE INTERSECTION OF STADIUM BOULEVARD AND EAST HIGHLAND
 DO2619'DRIVE GO EAST ON EAST HIGHLAND DRIVE 0.50 MI (0.8 KM) TO THE MARK ON
 DO2619'THE LEFT.
 DO2619'
 DO2619'IT IS 127.09 FT (38.7 M) SOUTHEAST OF THE SOUTHEAST CORNER OF CHUCK
 DO2619'EAST.  CHEESE BUILDING, 72.62 FT (22.1 M) WEST OF THE NORTHEAST CORNER
 DO2619'OF A BRIDGE, 37.43 FT (11.4 M) EAST OF A DRAINAGE INLET MANHOLE AND
 DO2619'32.00 FT (9.8 M) NORTH OF THE CENTERLINE OF EAST HIGHLAND DRIVE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO2561 ***********************************************************************
 DO2561  DESIGNATION -  N9492
 DO2561  PID         -  DO2561
 DO2561  STATE/COUNTY-  AR/CRAIGHEAD
 DO2561  COUNTRY     -  US
 DO2561  USGS QUAD   -  JONESBORO (2017)
 DO2561
 DO2561                         *CURRENT SURVEY CONTROL
 DO2561  ______________________________________________________________________
 DO2561* NAD 83(1986) POSITION- 35 48 27.17   (N) 090 39 04.55   (W)   HD_HELD1
 DO2561* NAVD 88 ORTHO HEIGHT -    81.308 (meters)      266.76  (feet) ADJUSTED
 DO2561  ______________________________________________________________________
 DO2561  GEOID HEIGHT    -        -27.833 (meters)                     GEOID18
 DO2561  DYNAMIC HEIGHT  -         81.239 (meters)      266.53  (feet) COMP
 DO2561  MODELED GRAVITY -    979,779.6   (mgal)                       NAVD 88
 DO2561
 DO2561  VERT ORDER      -  FIRST     CLASS II
 DO2561
 DO2561.The horizontal coordinates were determined by differentially corrected
 DO2561.hand held GPS observations or other comparable positioning techniques
 DO2561.and have an estimated accuracy of +/- 3 meters.
 DO2561
 DO2561.The orthometric height was determined by differential leveling and
 DO2561.adjusted by the NATIONAL GEODETIC SURVEY
 DO2561.in February 2013.
 DO2561
 DO2561.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2561.GEOID18 height accuracy estimate available here.
 DO2561
 DO2561.Click photographs - Photos may exist for this station.
 DO2561
 DO2561.The dynamic height is computed by dividing the NAVD 88
 DO2561.geopotential number by the normal gravity value computed on the
 DO2561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2561.degrees latitude (g = 980.6199 gals.).
 DO2561
 DO2561.The modeled gravity was interpolated from observed gravity values.
 DO2561
 DO2561;                    North         East    Units  Estimated Accuracy
 DO2561;SPC AR N     -   164,387.4     521,891.1     MT  (+/- 3 meters HH1 GPS) 
 DO2561
 DO2561_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV1221865148(NAD 83)
 DO2561
 DO2561                          SUPERSEDED SURVEY CONTROL
 DO2561
 DO2561.No superseded survey control is available for this station.
 DO2561
 DO2561_MARKER: DD = SURVEY DISK
 DO2561_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DO2561_SP_SET: BRIDGE ABUTMENT
 DO2561_STAMPING: N-9-4-92
 DO2561_MARK LOGO: USACE
 DO2561_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO2561_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2561+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2011
 DO2561
 DO2561  HISTORY     - Date     Condition        Report By
 DO2561  HISTORY     - 19921029 MONUMENTED       USACE
 DO2561  HISTORY     - 20110125 GOOD             ASSOEN
 DO2561
 DO2561                          STATION DESCRIPTION
 DO2561
 DO2561'DESCRIBED BY ASSOCIATED ENGINEERING 2011 (MPM)
 DO2561'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) SOUTH-SOUTHWEST OF
 DO2561'BROOKLAND, 6.6 MI (10.6 KM) WEST OF NEEDHAM AND 3.8 MI (6.1 KM)
 DO2561'SOUTHEAST OF JONESBORO.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DO2561'
 DO2561'TO REACH FROM THE INTERSECTION OF WILLOW ROAD AND RACE STREET, HEAD
 DO2561'SOUTH ON WILLOW ROAD FOR 0.4 MI (0.6 KM) TO THE MARK ON THE RIGHT.
 DO2561'
 DO2561'IT IS 37.45 FT (11.4 M) SOUTH OF A DRAINAGE INLET, 17.35 FT (5.3 M)
 DO2561'WEST OF THE CENTERLINE OF THE ROAD, 15.25 FT (4.6 M) EAST OF THE
 DO2561'CENTERLINE OF STREET AND SET VERTICALLY IN THE NORTHWEST FACE OF THE
 DO2561'BRIDGE DECK AND ABOUT LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1714 ***********************************************************************
 EH1714  DESIGNATION -  NA 10
 EH1714  PID         -  EH1714
 EH1714  STATE/COUNTY-  AR/JEFFERSON
 EH1714  COUNTRY     -  US
 EH1714  USGS QUAD   -  REYDELL (2017)
 EH1714
 EH1714                         *CURRENT SURVEY CONTROL
 EH1714  ______________________________________________________________________
 EH1714* NAD 83(1986) POSITION- 34 08 08.     (N) 091 34 20.     (W)   SCALED
 EH1714* NAVD 88 ORTHO HEIGHT -    56.000 (meters)      183.73  (feet) ADJUSTED
 EH1714  ______________________________________________________________________
 EH1714  GEOID HEIGHT    -        -26.074 (meters)                     GEOID18
 EH1714  DYNAMIC HEIGHT  -         55.945 (meters)      183.55  (feet) COMP
 EH1714  MODELED GRAVITY -    979,657.6   (mgal)                       NAVD 88
 EH1714
 EH1714  VERT ORDER      -  FIRST     CLASS II
 EH1714
 EH1714.The horizontal coordinates were scaled from a map and have
 EH1714.an estimated accuracy of +/- 6 seconds.
 EH1714
 EH1714.The orthometric height was determined by differential leveling and
 EH1714.adjusted by the NATIONAL GEODETIC SURVEY
 EH1714.in August 1993.
 EH1714
 EH1714.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1714.GEOID18 height accuracy estimate available here.
 EH1714
 EH1714.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT316781(NAD 83)
 EH1714
 EH1714                          SUPERSEDED SURVEY CONTROL
 EH1714
 EH1714  NAVD 88 (06/15/91)   56.041  (m)          183.86   (f) SUPERSEDED  1 2
 EH1714  NGVD 29 (11/26/84)   56.082  (m)          184.00   (f) ADJUSTED    1 2
 EH1714
 EH1714.Superseded values are not recommended for survey control.
 EH1714
 EH1714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1714.See file dsdata.pdf to determine how the superseded data were derived.
 EH1714
 EH1714_MARKER: P = PIPE CAP
 EH1714_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1714_STAMPING: N A 10 1930
 EH1714_MARK LOGO: USACE
 EH1714_MAGNETIC: P = MARKER IS A STEEL PIPE
 EH1714_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1714
 EH1714  HISTORY     - Date     Condition        Report By
 EH1714  HISTORY     - 1930     MONUMENTED       USACE
 EH1714  HISTORY     - 1964     MARK NOT FOUND   USGS
 EH1714
 EH1714                          STATION DESCRIPTION
 EH1714
 EH1714'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1516 ***********************************************************************
 EH1516  DESIGNATION -  NA 16
 EH1516  PID         -  EH1516
 EH1516  STATE/COUNTY-  AR/JEFFERSON
 EH1516  COUNTRY     -  US
 EH1516  USGS QUAD   -  GILLETT (2017)
 EH1516
 EH1516                         *CURRENT SURVEY CONTROL
 EH1516  ______________________________________________________________________
 EH1516* NAD 83(1986) POSITION- 34 05 01.     (N) 091 26 18.     (W)   SCALED
 EH1516* NAVD 88 ORTHO HEIGHT -    52.778 (meters)      173.16  (feet) ADJUSTED
 EH1516  ______________________________________________________________________
 EH1516  GEOID HEIGHT    -        -26.128 (meters)                     GEOID18
 EH1516  DYNAMIC HEIGHT  -         52.726 (meters)      172.99  (feet) COMP
 EH1516  MODELED GRAVITY -    979,654.1   (mgal)                       NAVD 88
 EH1516
 EH1516  VERT ORDER      -  SECOND    CLASS 0
 EH1516
 EH1516.The horizontal coordinates were scaled from a map and have
 EH1516.an estimated accuracy of +/- 6 seconds.
 EH1516
 EH1516.The orthometric height was determined by differential leveling and
 EH1516.adjusted by the NATIONAL GEODETIC SURVEY
 EH1516.in August 1993.
 EH1516
 EH1516.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1516.GEOID18 height accuracy estimate available here.
 EH1516
 EH1516.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT440725(NAD 83)
 EH1516
 EH1516                          SUPERSEDED SURVEY CONTROL
 EH1516
 EH1516  NGVD 29 (11/26/84)   52.882  (m)          173.50   (f) ADJUSTED    2 0
 EH1516
 EH1516.Superseded values are not recommended for survey control.
 EH1516
 EH1516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1516.See file dsdata.pdf to determine how the superseded data were derived.
 EH1516
 EH1516_MARKER: P = PIPE CAP
 EH1516_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1516_STAMPING: N A 1930 193
 EH1516_MARK LOGO: USACE
 EH1516_MAGNETIC: P = MARKER IS A STEEL PIPE
 EH1516_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1516
 EH1516  HISTORY     - Date     Condition        Report By
 EH1516  HISTORY     - 1930     MONUMENTED       USACE
 EH1516  HISTORY     - 1955     MARK NOT FOUND   CGS
 EH1516
 EH1516                          STATION DESCRIPTION
 EH1516
 EH1516'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1508 ***********************************************************************
 EH1508  DESIGNATION -  NA 18
 EH1508  PID         -  EH1508
 EH1508  STATE/COUNTY-  AR/ARKANSAS
 EH1508  COUNTRY     -  US
 EH1508  USGS QUAD   -  GILLETT (2017)
 EH1508
 EH1508                         *CURRENT SURVEY CONTROL
 EH1508  ______________________________________________________________________
 EH1508* NAD 83(1986) POSITION- 34 03 36.     (N) 091 25 16.     (W)   SCALED
 EH1508* NAVD 88 ORTHO HEIGHT -    51.805 (meters)      169.96  (feet) ADJUSTED
 EH1508  ______________________________________________________________________
 EH1508  GEOID HEIGHT    -        -26.124 (meters)                     GEOID18
 EH1508  DYNAMIC HEIGHT  -         51.754 (meters)      169.80  (feet) COMP
 EH1508  MODELED GRAVITY -    979,653.9   (mgal)                       NAVD 88
 EH1508
 EH1508  VERT ORDER      -  FIRST     CLASS II
 EH1508
 EH1508.The horizontal coordinates were scaled from a map and have
 EH1508.an estimated accuracy of +/- 6 seconds.
 EH1508
 EH1508.The orthometric height was determined by differential leveling and
 EH1508.adjusted by the NATIONAL GEODETIC SURVEY
 EH1508.in August 1993.
 EH1508
 EH1508.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1508.GEOID18 height accuracy estimate available here.
 EH1508
 EH1508.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT457699(NAD 83)
 EH1508
 EH1508                          SUPERSEDED SURVEY CONTROL
 EH1508
 EH1508  NGVD 29 (11/26/84)   51.933  (m)          170.38   (f) ADJUSTED    1 2
 EH1508
 EH1508.Superseded values are not recommended for survey control.
 EH1508
 EH1508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1508.See file dsdata.pdf to determine how the superseded data were derived.
 EH1508
 EH1508_MARKER: P = PIPE CAP
 EH1508_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1508_STAMPING: NA 18 1930 170 BMNA 18
 EH1508_MARK LOGO: USACE
 EH1508_MAGNETIC: P = MARKER IS A STEEL PIPE
 EH1508_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1508
 EH1508  HISTORY     - Date     Condition        Report By
 EH1508  HISTORY     - 1930     MONUMENTED       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1502 ***********************************************************************
 EH1502  DESIGNATION -  NA 19
 EH1502  PID         -  EH1502
 EH1502  STATE/COUNTY-  AR/ARKANSAS
 EH1502  COUNTRY     -  US
 EH1502  USGS QUAD   -  GILLETT (2017)
 EH1502
 EH1502                         *CURRENT SURVEY CONTROL
 EH1502  ______________________________________________________________________
 EH1502* NAD 83(1986) POSITION- 34 03 02.     (N) 091 23 33.     (W)   SCALED
 EH1502* NAVD 88 ORTHO HEIGHT -    54.525 (meters)      178.89  (feet) ADJUSTED
 EH1502  ______________________________________________________________________
 EH1502  GEOID HEIGHT    -        -26.144 (meters)                     GEOID18
 EH1502  DYNAMIC HEIGHT  -         54.471 (meters)      178.71  (feet) COMP
 EH1502  MODELED GRAVITY -    979,654.3   (mgal)                       NAVD 88
 EH1502
 EH1502  VERT ORDER      -  FIRST     CLASS II
 EH1502
 EH1502.The horizontal coordinates were scaled from a map and have
 EH1502.an estimated accuracy of +/- 6 seconds.
 EH1502
 EH1502.The orthometric height was determined by differential leveling and
 EH1502.adjusted by the NATIONAL GEODETIC SURVEY
 EH1502.in August 1993.
 EH1502
 EH1502.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1502.GEOID18 height accuracy estimate available here.
 EH1502
 EH1502.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT483689(NAD 83)
 EH1502
 EH1502                          SUPERSEDED SURVEY CONTROL
 EH1502
 EH1502  NGVD 29 (11/26/84)   54.657  (m)          179.32   (f) ADJUSTED    1 2
 EH1502
 EH1502.Superseded values are not recommended for survey control.
 EH1502
 EH1502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1502.See file dsdata.pdf to determine how the superseded data were derived.
 EH1502
 EH1502_MARKER: P = PIPE CAP
 EH1502_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1502_STAMPING: BMNA 19 1930 179
 EH1502_MARK LOGO: USACE
 EH1502_MAGNETIC: P = MARKER IS A STEEL PIPE
 EH1502_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1502
 EH1502  HISTORY     - Date     Condition        Report By
 EH1502  HISTORY     - 1930     MONUMENTED       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1501 ***********************************************************************
 EH1501  DESIGNATION -  NA 20
 EH1501  PID         -  EH1501
 EH1501  STATE/COUNTY-  AR/ARKANSAS
 EH1501  COUNTRY     -  US
 EH1501  USGS QUAD   -  GILLETT (2017)
 EH1501
 EH1501                         *CURRENT SURVEY CONTROL
 EH1501  ______________________________________________________________________
 EH1501* NAD 83(1986) POSITION- 34 03 00.     (N) 091 23 27.     (W)   SCALED
 EH1501* NAVD 88 ORTHO HEIGHT -    55.258 (meters)      181.29  (feet) ADJUSTED
 EH1501  ______________________________________________________________________
 EH1501  GEOID HEIGHT    -        -26.145 (meters)                     GEOID18
 EH1501  DYNAMIC HEIGHT  -         55.203 (meters)      181.11  (feet) COMP
 EH1501  MODELED GRAVITY -    979,654.3   (mgal)                       NAVD 88
 EH1501
 EH1501  VERT ORDER      -  FIRST     CLASS II
 EH1501
 EH1501.The horizontal coordinates were scaled from a map and have
 EH1501.an estimated accuracy of +/- 6 seconds.
 EH1501
 EH1501.The orthometric height was determined by differential leveling and
 EH1501.adjusted by the NATIONAL GEODETIC SURVEY
 EH1501.in August 1993.
 EH1501
 EH1501.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1501.GEOID18 height accuracy estimate available here.
 EH1501
 EH1501.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT485688(NAD 83)
 EH1501
 EH1501                          SUPERSEDED SURVEY CONTROL
 EH1501
 EH1501  NGVD 29 (11/26/84)   55.390  (m)          181.73   (f) ADJUSTED    1 2
 EH1501
 EH1501.Superseded values are not recommended for survey control.
 EH1501
 EH1501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1501.See file dsdata.pdf to determine how the superseded data were derived.
 EH1501
 EH1501_MARKER: P = PIPE CAP
 EH1501_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EH1501_STAMPING: NA 20 1930 BM
 EH1501_MARK LOGO: USACE
 EH1501_MAGNETIC: P = MARKER IS A STEEL PIPE
 EH1501_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH1501
 EH1501  HISTORY     - Date     Condition        Report By
 EH1501  HISTORY     - 1930     MONUMENTED       USACE
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0670 ***********************************************************************
 GF0670  DESIGNATION -  NAKED JOE
 GF0670  PID         -  GF0670
 GF0670  STATE/COUNTY-  AR/BAXTER
 GF0670  COUNTRY     -  US
 GF0670  USGS QUAD   -  NORFORK DAM SOUTH (2017)
 GF0670
 GF0670                         *CURRENT SURVEY CONTROL
 GF0670  ______________________________________________________________________
 GF0670* NAD 83(1997) POSITION- 36 10 52.06850(N) 092 14 14.97783(W)   ADJUSTED
 GF0670* NAVD 88 ORTHO HEIGHT -   520.    (meters)     1706.    (feet) SCALED
 GF0670  ______________________________________________________________________
 GF0670  GEOID HEIGHT    -        -28.226 (meters)                     GEOID18
 GF0670  LAPLACE CORR    -          1.28  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0670.GEOID18 height accuracy estimate available here.
 GF0670
 GF0670.Click photographs - Photos may exist for this station.
 GF0670
 GF0670.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0670
 GF0670. The following values were computed from the NAD 83(1997) position.
 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     -   0.99992281  x   0.99999010  =   0.99991291
 GF0670!UTM  15      -   0.99992281  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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA6856504308(NAD 83)
 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
 GF0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0670.See file dsdata.pdf to determine how the superseded data were derived.
 GF0670
 GF0670_MARKER: DS = TRIANGULATION STATION DISK
 GF0670_SETTING: 66 = SET IN ROCK OUTCROP
 GF0670_STAMPING: NAKED JOE 1953
 GF0670_MARK LOGO: CGS
 GF0670_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GF0670+STABILITY: POSITION/ELEVATION WELL
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1893 ***********************************************************************
 EJ1893  DESIGNATION -  NANCE
 EJ1893  PID         -  EJ1893
 EJ1893  STATE/COUNTY-  AR/SALINE
 EJ1893  COUNTRY     -  US
 EJ1893  USGS QUAD   -  LONSDALE (2017)
 EJ1893
 EJ1893                         *CURRENT SURVEY CONTROL
 EJ1893  ______________________________________________________________________
 EJ1893* NAD 83(1997) POSITION- 34 32 56.97477(N) 092 45 53.20673(W)   ADJUSTED
 EJ1893* NAVD 88 ORTHO HEIGHT -   152.    (meters)      499.    (feet) SCALED
 EJ1893  ______________________________________________________________________
 EJ1893  GEOID HEIGHT    -        -26.660 (meters)                     GEOID18
 EJ1893  LAPLACE CORR    -          2.39  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1893.GEOID18 height accuracy estimate available here.
 EJ1893
 EJ1893.Click photographs - Photos may exist for this station.
 EJ1893
 EJ1893.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1893
 EJ1893. The following values were computed from the NAD 83(1997) position.
 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     -   0.99998033  x   0.99995872  =   0.99993905
 EJ1893!UTM  15      -   0.99998033  x   0.99960574  =   0.99958608
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU2158123073(NAD 83)
 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
 EJ1893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1893.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1893
 EJ1893_MARKER: DS = TRIANGULATION STATION DISK
 EJ1893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1893_STAMPING: NANCE 1963
 EJ1893_MARK LOGO: CGS
 EJ1893_PROJECTION: FLUSH
 EJ1893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1893+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ2011 ***********************************************************************
 EJ2011  DESIGNATION -  NARROW
 EJ2011  PID         -  EJ2011
 EJ2011  STATE/COUNTY-  AR/PIKE
 EJ2011  COUNTRY     -  US
 EJ2011  USGS QUAD   -  NARROWS DAM (2017)
 EJ2011
 EJ2011                         *CURRENT SURVEY CONTROL
 EJ2011  ______________________________________________________________________
 EJ2011* NAD 83(1997) POSITION- 34 08 48.77526(N) 093 43 07.73520(W)   ADJUSTED
 EJ2011* NAVD 88 ORTHO HEIGHT -   214.7   (meters)      704.    (feet) VERTCON3
 EJ2011  ______________________________________________________________________
 EJ2011  GEOID HEIGHT    -        -27.486 (meters)                     GEOID18
 EJ2011  LAPLACE CORR    -          1.42  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ2011.GEOID18 height accuracy estimate available here.
 EJ2011
 EJ2011.Click photographs - Photos may exist for this station.
 EJ2011
 EJ2011.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ2011
 EJ2011. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT3373278675(NAD 83)
 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(1993)-  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
 EJ2011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2011.See file dsdata.pdf to determine how the superseded data were derived.
 EJ2011
 EJ2011_MARKER: DS = TRIANGULATION STATION DISK
 EJ2011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ2011_STAMPING: NARROW 1957
 EJ2011_MARK LOGO: CGS
 EJ2011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ2011+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ2012 ***********************************************************************
 EJ2012  DESIGNATION -  NARROWS DAM RADIO MAST
 EJ2012  PID         -  EJ2012
 EJ2012  STATE/COUNTY-  AR/PIKE
 EJ2012  COUNTRY     -  US
 EJ2012  USGS QUAD   -  NARROWS DAM (2017)
 EJ2012
 EJ2012                         *CURRENT SURVEY CONTROL
 EJ2012  ______________________________________________________________________
 EJ2012* NAD 83(1997) POSITION- 34 08 50.54961(N) 093 43 10.00126(W)   ADJUSTED
 EJ2012  ______________________________________________________________________
 EJ2012  GEOID HEIGHT    -        -27.488 (meters)                     GEOID18
 EJ2012  LAPLACE CORR    -          1.42  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ2012.GEOID18 height accuracy estimate available here.
 EJ2012
 EJ2012.Click photographs - Photos may exist for this station.
 EJ2012
 EJ2012.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ2012
 EJ2012. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT3367578730(NAD 83)
 EJ2012
 EJ2012                          SUPERSEDED SURVEY CONTROL
 EJ2012
 EJ2012  NAD 83(1993)-  34 08 50.55725(N)    093 43 09.99650(W) AD(       ) 3
 EJ2012  NAD 83(1986)-  34 08 50.55894(N)    093 43 09.99260(W) AD(       ) 3
 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
 EJ2012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2012.See file dsdata.pdf to determine how the superseded data were derived.
 EJ2012
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1092 ***********************************************************************
 DL1092  DESIGNATION -  NASHVILLE
 DL1092  PID         -  DL1092
 DL1092  STATE/COUNTY-  AR/HOWARD
 DL1092  COUNTRY     -  US
 DL1092  USGS QUAD   -  NASHVILLE (2017)
 DL1092
 DL1092                         *CURRENT SURVEY CONTROL
 DL1092  ______________________________________________________________________
 DL1092* NAD 83(1986) POSITION- 33 56 52.     (N) 093 50 50.     (W)   SCALED
 DL1092* NAVD 88 ORTHO HEIGHT -   115.655 (meters)      379.44  (feet) ADJUSTED
 DL1092  ______________________________________________________________________
 DL1092  GEOID HEIGHT    -        -27.232 (meters)                     GEOID18
 DL1092  DYNAMIC HEIGHT  -        115.537 (meters)      379.06  (feet) COMP
 DL1092  MODELED GRAVITY -    979,616.4   (mgal)                       NAVD 88
 DL1092
 DL1092  VERT ORDER      -  SECOND    CLASS 0
 DL1092
 DL1092.The horizontal coordinates were scaled from a map and have
 DL1092.an estimated accuracy of +/- 6 seconds.
 DL1092
 DL1092.The orthometric height was determined by differential leveling and
 DL1092.adjusted by the NATIONAL GEODETIC SURVEY
 DL1092.in June 1991.
 DL1092
 DL1092.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1092.GEOID18 height accuracy estimate available here.
 DL1092
 DL1092.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT217566(NAD 83)
 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
 DL1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1092.See file dsdata.pdf to determine how the superseded data were derived.
 DL1092
 DL1092_MARKER: DB = BENCH MARK DISK
 DL1092_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL1092_SP_SET: BUILDING
 DL1092_STAMPING: NASHVILLE 1934
 DL1092_MARK LOGO: CGS
 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   CGS
 DL1092
 DL1092                          STATION DESCRIPTION
 DL1092
 DL1092'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1394 ***********************************************************************
 DL1394  DESIGNATION -  NAVAL ORDNANCE DEPOT TANK 114
 DL1394  PID         -  DL1394
 DL1394  STATE/COUNTY-  AR/CALHOUN
 DL1394  COUNTRY     -  US
 DL1394  USGS QUAD   -  EAST CAMDEN (2017)
 DL1394
 DL1394                         *CURRENT SURVEY CONTROL
 DL1394  ______________________________________________________________________
 DL1394* NAD 83(1997) POSITION- 33 36 47.90533(N) 092 40 55.04649(W)   ADJUSTED
 DL1394  ______________________________________________________________________
 DL1394  GEOID HEIGHT    -        -26.191 (meters)                     GEOID18
 DL1394  LAPLACE CORR    -          1.02  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1394.GEOID18 height accuracy estimate available here.
 DL1394
 DL1394.Click photographs - Photos may exist for this station.
 DL1394
 DL1394.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1394
 DL1394. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT2950319326(NAD 83)
 DL1394
 DL1394                          SUPERSEDED SURVEY CONTROL
 DL1394
 DL1394  NAD 83(1993)-  33 36 47.91436(N)    092 40 55.03915(W) AD(       ) 3
 DL1394  NAD 83(1986)-  33 36 47.91670(N)    092 40 55.03921(W) AD(       ) 3
 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
 DL1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1394.See file dsdata.pdf to determine how the superseded data were derived.
 DL1394
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1396 ***********************************************************************
 DL1396  DESIGNATION -  NAVAL ORDNANCE DEPOT TANK 117
 DL1396  PID         -  DL1396
 DL1396  STATE/COUNTY-  AR/CALHOUN
 DL1396  COUNTRY     -  US
 DL1396  USGS QUAD   -  EAGLE MILLS (2017)
 DL1396
 DL1396                         *CURRENT SURVEY CONTROL
 DL1396  ______________________________________________________________________
 DL1396* NAD 83(1997) POSITION- 33 39 10.28615(N) 092 40 40.41676(W)   ADJUSTED
 DL1396  ______________________________________________________________________
 DL1396  GEOID HEIGHT    -        -26.190 (meters)                     GEOID18
 DL1396  LAPLACE CORR    -          1.12  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1396.GEOID18 height accuracy estimate available here.
 DL1396
 DL1396.Click photographs - Photos may exist for this station.
 DL1396
 DL1396.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1396
 DL1396. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT2986623713(NAD 83)
 DL1396
 DL1396                          SUPERSEDED SURVEY CONTROL
 DL1396
 DL1396  NAD 83(1993)-  33 39 10.29525(N)    092 40 40.40924(W) AD(       ) 3
 DL1396  NAD 83(1986)-  33 39 10.29741(N)    092 40 40.40936(W) AD(       ) 3
 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
 DL1396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1396.See file dsdata.pdf to determine how the superseded data were derived.
 DL1396
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1398 ***********************************************************************
 DL1398  DESIGNATION -  NAVAL ORDNANCE DEPOT TANK 115
 DL1398  PID         -  DL1398
 DL1398  STATE/COUNTY-  AR/CALHOUN
 DL1398  COUNTRY     -  US
 DL1398  USGS QUAD   -  EAGLE MILLS (2017)
 DL1398
 DL1398                         *CURRENT SURVEY CONTROL
 DL1398  ______________________________________________________________________
 DL1398* NAD 83(1997) POSITION- 33 38 24.32482(N) 092 38 28.47303(W)   ADJUSTED
 DL1398  ______________________________________________________________________
 DL1398  GEOID HEIGHT    -        -26.163 (meters)                     GEOID18
 DL1398  LAPLACE CORR    -          1.01  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1398.GEOID18 height accuracy estimate available here.
 DL1398
 DL1398.Click photographs - Photos may exist for this station.
 DL1398
 DL1398.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1398
 DL1398. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT3326922308(NAD 83)
 DL1398
 DL1398                          SUPERSEDED SURVEY CONTROL
 DL1398
 DL1398  NAD 83(1993)-  33 38 24.33413(N)    092 38 28.46562(W) AD(       ) 3
 DL1398  NAD 83(1986)-  33 38 24.33623(N)    092 38 28.46583(W) AD(       ) 3
 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
 DL1398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1398.See file dsdata.pdf to determine how the superseded data were derived.
 DL1398
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1399 ***********************************************************************
 DL1399  DESIGNATION -  NAVAL ORDNANCE DEPOT TANK 116
 DL1399  PID         -  DL1399
 DL1399  STATE/COUNTY-  AR/CALHOUN
 DL1399  COUNTRY     -  US
 DL1399  USGS QUAD   -  EAGLE MILLS (2017)
 DL1399
 DL1399                         *CURRENT SURVEY CONTROL
 DL1399  ______________________________________________________________________
 DL1399* NAD 83(1997) POSITION- 33 38 03.36852(N) 092 42 54.36158(W)   ADJUSTED
 DL1399  ______________________________________________________________________
 DL1399  GEOID HEIGHT    -        -26.215 (meters)                     GEOID18
 DL1399  LAPLACE CORR    -          1.02  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1399.GEOID18 height accuracy estimate available here.
 DL1399
 DL1399.Click photographs - Photos may exist for this station.
 DL1399
 DL1399.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1399
 DL1399. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT2642221642(NAD 83)
 DL1399
 DL1399                          SUPERSEDED SURVEY CONTROL
 DL1399
 DL1399  NAD 83(1993)-  33 38 03.37764(N)    092 42 54.35424(W) AD(       ) 3
 DL1399  NAD 83(1986)-  33 38 03.37988(N)    092 42 54.35419(W) AD(       ) 3
 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
 DL1399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1399.See file dsdata.pdf to determine how the superseded data were derived.
 DL1399
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1696 ***********************************************************************
 FG1696  DESIGNATION -  NAYLOR
 FG1696  PID         -  FG1696
 FG1696  STATE/COUNTY-  AR/FAULKNER
 FG1696  COUNTRY     -  US
 FG1696  USGS QUAD   -  ENOLA (2017)
 FG1696
 FG1696                         *CURRENT SURVEY CONTROL
 FG1696  ______________________________________________________________________
 FG1696* NAD 83(1997) POSITION- 35 07 42.90530(N) 092 11 54.62990(W)   ADJUSTED
 FG1696* NAVD 88 ORTHO HEIGHT -   185.    (meters)      607.    (feet) SCALED
 FG1696  ______________________________________________________________________
 FG1696  GEOID HEIGHT    -        -27.661 (meters)                     GEOID18
 FG1696  LAPLACE CORR    -          2.08  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1696.GEOID18 height accuracy estimate available here.
 FG1696
 FG1696.Click photographs - Photos may exist for this station.
 FG1696
 FG1696.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1696
 FG1696. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 FG1696:SPC AR N     -  NAYLOR AZ MK RESET                       247 16 13.6
 FG1696:UTM  15      -  NAYLOR AZ MK RESET                       246 41 37.4
 FG1696
 FG1696_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7302387596(NAD 83)
 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
 FG1696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1696.See file dsdata.pdf to determine how the superseded data were derived.
 FG1696
 FG1696_MARKER: DS = TRIANGULATION STATION DISK
 FG1696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1696_STAMPING: NAYLOR 1940
 FG1696_MARK LOGO: CGS
 FG1696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1696+STABILITY: SURFACE MOTION
 FG1696_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FG1696+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2015
 FG1696
 FG1696  HISTORY     - Date     Condition        Report By
 FG1696  HISTORY     - 1940     MONUMENTED       CGS
 FG1696  HISTORY     - 1962     GOOD             CGS
 FG1696  HISTORY     - 1967     GOOD             CGS
 FG1696  HISTORY     - 20150228 GOOD             ARHD
 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.
 FG1696
 FG1696                          STATION RECOVERY (2015)
 FG1696
 FG1696'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (VJB)
 FG1696'STATION, RM 1 AND RM 2 RECOVERED. AZIMUTH MARK NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR8382 ***********************************************************************
 DR8382  HT_MOD      -  This is a Height Modernization Survey Station.
 DR8382  DESIGNATION -  NB 0 219 R
 DR8382  PID         -  DR8382
 DR8382  STATE/COUNTY-  AR/SEBASTIAN
 DR8382  COUNTRY     -  US
 DR8382  USGS QUAD   -  BARLING (2017)
 DR8382
 DR8382                         *CURRENT SURVEY CONTROL
 DR8382  ______________________________________________________________________
 DR8382* NAD 83(2011) POSITION- 35 20 48.85406(N) 094 17 40.31629(W)   ADJUSTED
 DR8382* NAD 83(2011) ELLIP HT-    92.560 (meters)        (03/22/22)   ADJUSTED
 DR8382* NAD 83(2011) EPOCH   -  2010.00
 DR8382* NAVD 88 ORTHO HEIGHT -   122.64  (meters)      402.4   (feet) GPS OBS
 DR8382  ______________________________________________________________________
 DR8382  GEOID HEIGHT    -        -30.125 (meters)                     GEOID18
 DR8382  NAD 83(2011) X  -   -390,018.464 (meters)                     COMP
 DR8382  NAD 83(2011) Y  - -5,193,708.382 (meters)                     COMP
 DR8382  NAD 83(2011) Z  -  3,669,379.995 (meters)                     COMP
 DR8382  LAPLACE CORR    -          1.86  (seconds)                    DEFLEC18
 DR8382
 DR8382  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR8382  Standards:
 DR8382         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR8382            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR8382  -------------------------------------------------------------------
 DR8382  NETWORK    0.65   1.06           0.27   0.26   0.54      0.04070826
 DR8382  -------------------------------------------------------------------
 DR8382  Click here for local accuracies and other accuracy information.
 DR8382
 DR8382.The horizontal coordinates were established by GPS observations
 DR8382.and adjusted by the USACE LITTLE ROCK in March 2022.
 DR8382
 DR8382.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR8382.been affixed to the stable North American tectonic plate. See 
 DR8382.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR8382
 DR8382.The horizontal coordinates are valid at the epoch date displayed above
 DR8382.which is a decimal equivalence of Year/Month/Day.
 DR8382
 DR8382.The orthometric height was determined by GPS observations and a
 DR8382.high-resolution geoid model using precise GPS observation and
 DR8382.processing techniques.
 DR8382
 DR8382.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8382.GEOID18 height accuracy estimate available here.
 DR8382
 DR8382.Click photographs - Photos may exist for this station.
 DR8382
 DR8382.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR8382
 DR8382.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR8382
 DR8382.The ellipsoidal height was determined by GPS observations
 DR8382.and is referenced to NAD 83.
 DR8382
 DR8382. The following values were computed from the NAD 83(2011) position.
 DR8382
 DR8382;                    North         East     Units Scale Factor Converg.
 DR8382;SPC AR N     -   114,876.819   191,454.668   MT  0.99994447   -1 20 06.7
 DR8382;SPC AR N     -   376,891.70    628,130.86   sFT  0.99994447   -1 20 06.7
 DR8382;UTM  15      - 3,912,283.352   382,369.163   MT  0.99977052   -0 44 56.4
 DR8382
 DR8382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR8382!SPC AR N     -   0.99998547  x   0.99994447  =   0.99992994
 DR8382!UTM  15      -   0.99998547  x   0.99977052  =   0.99975600
 DR8382
 DR8382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV8236912283(NAD 83)
 DR8382
 DR8382                          SUPERSEDED SURVEY CONTROL
 DR8382
 DR8382.No superseded survey control is available for this station.
 DR8382
 DR8382_MARKER: DD = SURVEY DISK
 DR8382_SETTING: 41 = SET IN A LARGE STRUCTURE WITH FOUNDATIONS ON BEDROCK
 DR8382_SP_SET: DAM
 DR8382_STAMPING: NB 0 219 R 1969
 DR8382_MARK LOGO: USACE
 DR8382_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR8382_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DR8382+STABILITY: POSITION/ELEVATION WELL
 DR8382_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR8382+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2020
 DR8382
 DR8382  HISTORY     - Date     Condition        Report By
 DR8382  HISTORY     - 19690101 MONUMENTED       USACEL
 DR8382  HISTORY     - 20200210 GOOD             USACEL
 DR8382
 DR8382                          STATION DESCRIPTION
 DR8382
 DR8382'DESCRIBED BY USACE LITTLE ROCK 2020 (JKC)
 DR8382'THE STATION IS LOCATED ABOUT 6.4 MI (10.4 KM) EAST-SOUTHEAST OF FORT
 DR8382'SMITH, 6.1 MI (9.8 KM) EAST OF SOUTH FORT SMITH AND 1.5 MI (2.5 KM)
 DR8382'NORTH-NORTHEAST OF BARLING.  IN LOCK AND DAM NUMBER 13.
 DR8382'
 DR8382'THE STATION IS LOCATED ON LOCK AND DAM NUMBER 13 ON THE ARKANSAS
 DR8382'RIVER. SET IN THE DOWNSTREAM END OF THE RIVER WALL. ACCESS IS
 DR8382'RESTRICTED TO AUTHORIZED PERSONNEL ONLY.
 DR8382'
 DR8382'IT IS 4.7 M (15.4 FT) SOUTHEAST OF THE CENTER OF A METAL CLEAT, 4.4 M
 DR8382'(14.4 FT) NORTHWEST OF A METAL LIGHT POLE WITH WINDSOCK, 3.7 M (12.1
 DR8382'FT) WEST OF THE EAST HAND RAIL, 1.0 M (3.3 FT) EAST OF OF THE WEST
 DR8382'HAND RAIL.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK2870 ***********************************************************************
 DK2870  DESIGNATION -  NB6 78 L
 DK2870  PID         -  DK2870
 DK2870  STATE/COUNTY-  AR/PULASKI
 DK2870  COUNTRY     -  US
 DK2870  USGS QUAD   -  NORTH LITTLE ROCK (2017)
 DK2870
 DK2870                         *CURRENT SURVEY CONTROL
 DK2870  ______________________________________________________________________
 DK2870* NAD 83(1986) POSITION- 34 47 24.40   (N) 092 21 15.97   (W)   HD_HELD1
 DK2870* NAVD 88 ORTHO HEIGHT -    78.856 (meters)      258.71  (feet) ADJUSTED
 DK2870  ______________________________________________________________________
 DK2870  GEOID HEIGHT    -        -26.818 (meters)                     GEOID18
 DK2870  DYNAMIC HEIGHT  -         78.782 (meters)      258.47  (feet) COMP
 DK2870  MODELED GRAVITY -    979,700.0   (mgal)                       NAVD 88
 DK2870
 DK2870  VERT ORDER      -  FIRST     CLASS II
 DK2870
 DK2870.The horizontal coordinates were determined by differentially corrected
 DK2870.hand held GPS observations or other comparable positioning techniques
 DK2870.and have an estimated accuracy of +/- 3 meters.
 DK2870
 DK2870.The orthometric height was determined by differential leveling and
 DK2870.adjusted by the NATIONAL GEODETIC SURVEY
 DK2870.in May 2008.
 DK2870
 DK2870.No vertical observational check was made to the station.
 DK2870
 DK2870.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK2870.GEOID18 height accuracy estimate available here.
 DK2870
 DK2870.Click photographs - Photos may exist for this station.
 DK2870
 DK2870.The dynamic height is computed by dividing the NAVD 88
 DK2870.geopotential number by the normal gravity value computed on the
 DK2870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2870.degrees latitude (g = 980.6199 gals.).
 DK2870
 DK2870.The modeled gravity was interpolated from observed gravity values.
 DK2870
 DK2870;                    North         East    Units  Estimated Accuracy
 DK2870;SPC AR S     -   635,580.9     367,561.7     MT  (+/- 3 meters HH1 GPS) 
 DK2870
 DK2870_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5905949957(NAD 83)
 DK2870
 DK2870                          SUPERSEDED SURVEY CONTROL
 DK2870
 DK2870.No superseded survey control is available for this station.
 DK2870
 DK2870_MARKER: DD = SURVEY DISK
 DK2870_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DK2870_SP_SET: LARGE DAM
 DK2870_STAMPING: NB6 78 L 1968
 DK2870_MARK LOGO: USACE
 DK2870_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK2870_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DK2870+STABILITY: POSITION/ELEVATION WELL
 DK2870_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2870+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2014
 DK2870
 DK2870  HISTORY     - Date     Condition        Report By
 DK2870  HISTORY     - 19681017 MONUMENTED       USACE
 DK2870  HISTORY     - 20070507 GOOD             ARHD
 DK2870  HISTORY     - 20080516 GOOD             USACEL
 DK2870  HISTORY     - 20141110 GOOD             USACEL
 DK2870
 DK2870                          STATION DESCRIPTION
 DK2870
 DK2870'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2007
 DK2870'THE MARK IS LOCATED ABOUT 2.0 MILES NORTHWEST OF LITTLE ROCK ARKANSAS
 DK2870'ON THE ARKANSAS RIVER AT THE MURRAY LOCK AND DAM.OWNERSHIP--US ARMY
 DK2870'CORPS OF ENGINEERS.
 DK2870'
 DK2870'THE STATION IS LOCATED AT THE MURRAY LOCK AND DAM ON THE ARKANSAS
 DK2870'RIVER IN THE EAST END OF WALL LEADING TO THE LOCK. NORTHEAST END OF
 DK2870'DAM ON THE NORTH SIDE OF LOCK IN A BEND OF THE WALL.
 DK2870'
 DK2870'10.8 METERS SOUTHWEST OF A SIGNAL POLE, 7.4 METERS EAST OF A LIGHT
 DK2870'POLE, 1.8 METERS NORTHEAST OF A METAL CLEAT, AND 1.0 METERS SOUTH OF A
 DK2870'HAND RAIL.
 DK2870
 DK2870                          STATION RECOVERY (2008)
 DK2870
 DK2870'RECOVERY NOTE BY USACE LITTLE ROCK 2008 (SCC)
 DK2870'THE MONUMNET IS A STANDARD CORPS OF ENGINEERS BRASS CAP SET IN THE
 DK2870'DOWNSTREAM END OF THE RIVER WALL OF THE NAVIGATION LOCK AT MURRAY LOCK
 DK2870'AND DAM.  THE CORPS OF ENGINEERS REPORTS AN NGVD 29 ELEVATION OF
 DK2870'258.919 US SURVEY FOOT.
 DK2870
 DK2870                          STATION RECOVERY (2014)
 DK2870
 DK2870'RECOVERY NOTE BY USACE LITTLE ROCK 2014 (SCC)
 DK2870'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1839 ***********************************************************************
 FG1839  DESIGNATION -  NEADMORE
 FG1839  PID         -  FG1839
 FG1839  STATE/COUNTY-  AR/YELL
 FG1839  COUNTRY     -  US
 FG1839  USGS QUAD   -  CASA (2017)
 FG1839
 FG1839                         *CURRENT SURVEY CONTROL
 FG1839  ______________________________________________________________________
 FG1839* NAD 83(1997) POSITION- 35 04 13.63841(N) 093 05 54.10734(W)   ADJUSTED
 FG1839* NAVD 88 ORTHO HEIGHT -   152.    (meters)      499.    (feet) SCALED
 FG1839  ______________________________________________________________________
 FG1839  GEOID HEIGHT    -        -29.102 (meters)                     GEOID18
 FG1839  LAPLACE CORR    -          3.14  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1839.GEOID18 height accuracy estimate available here.
 FG1839
 FG1839.Click photographs - Photos may exist for this station.
 FG1839
 FG1839.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1839
 FG1839. The following values were computed from the NAD 83(1997) position.
 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     -   0.99998071  x   0.99997587  =   0.99995658
 FG1839!UTM  15      -   0.99998071  x   0.99960099  =   0.99958171
 FG1839
 FG1839:                Primary Azimuth Mark                     Grid Az
 FG1839:SPC AR N     -  HOBSON                                   323 57 35.1
 FG1839:UTM  15      -  HOBSON                                   323 22 37.7
 FG1839
 FG1839_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU9103180860(NAD 83)
 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
 FG1839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1839.See file dsdata.pdf to determine how the superseded data were derived.
 FG1839
 FG1839_MARKER: DS = TRIANGULATION STATION DISK
 FG1839_SETTING: 80 = SET IN A BOULDER
 FG1839_STAMPING: NEADMORE 1940
 FG1839_MARK LOGO: CGS
 FG1839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1839+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1846 ***********************************************************************
 FG1846  DESIGNATION -  NEBO
 FG1846  PID         -  FG1846
 FG1846  STATE/COUNTY-  AR/YELL
 FG1846  COUNTRY     -  US
 FG1846  USGS QUAD   -  CHICKALAH MOUNTAIN EAST (2017)
 FG1846
 FG1846                         *CURRENT SURVEY CONTROL
 FG1846  ______________________________________________________________________
 FG1846* NAD 83(1997) POSITION- 35 12 50.81464(N) 093 15 13.84796(W)   ADJUSTED
 FG1846* NAVD 88 ORTHO HEIGHT -   160.    (meters)      525.    (feet) SCALED
 FG1846  ______________________________________________________________________
 FG1846  GEOID HEIGHT    -        -29.334 (meters)                     GEOID18
 FG1846  LAPLACE CORR    -          1.40  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1846.GEOID18 height accuracy estimate available here.
 FG1846
 FG1846.Click photographs - Photos may exist for this station.
 FG1846
 FG1846.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1846
 FG1846. The following values were computed from the NAD 83(1997) position.
 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     -   0.99997949  x   0.99995667  =   0.99993616
 FG1846!UTM  15      -   0.99997949  x   0.99960658  =   0.99958607
 FG1846
 FG1846:                Primary Azimuth Mark                     Grid Az
 FG1846:SPC AR N     -  CROW                                     076 15 11.6
 FG1846:UTM  15      -  CROW                                     075 40 12.0
 FG1846
 FG1846_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU7689696817(NAD 83)
 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(1993)-  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
 FG1846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1846.See file dsdata.pdf to determine how the superseded data were derived.
 FG1846
 FG1846_MARKER: DS = TRIANGULATION STATION DISK
 FG1846_SETTING: 80 = SET IN A BOULDER
 FG1846_STAMPING: NEBO 1928
 FG1846_MARK LOGO: CGS
 FG1846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1846+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EK0813 ***********************************************************************
 EK0813  DESIGNATION -  NEEDMORE
 EK0813  PID         -  EK0813
 EK0813  STATE/COUNTY-  AR/SCOTT
 EK0813  COUNTRY     -  US
 EK0813  USGS QUAD   -  BOLES (2017)
 EK0813
 EK0813                         *CURRENT SURVEY CONTROL
 EK0813  ______________________________________________________________________
 EK0813* NAD 83(1997) POSITION- 34 49 09.49042(N) 094 02 14.95756(W)   ADJUSTED
 EK0813* NAVD 88 ORTHO HEIGHT -   281.1   (meters)      922.    (feet) VERTCON3
 EK0813  ______________________________________________________________________
 EK0813  GEOID HEIGHT    -        -30.445 (meters)                     GEOID18
 EK0813  LAPLACE CORR    -          3.02  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0813.GEOID18 height accuracy estimate available here.
 EK0813
 EK0813.Click photographs - Photos may exist for this station.
 EK0813
 EK0813.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0813
 EK0813. The following values were computed from the NAD 83(1997) position.
 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     -   0.99996066  x   1.00002437  =   0.99998503
 EK0813!SPC AR S     -   0.99996066  x   1.00001216  =   0.99997282
 EK0813!UTM  15      -   0.99996066  x   0.99971096  =   0.99967163
 EK0813
 EK0813:                Primary Azimuth Mark                     Grid Az
 EK0813:SPC AR N     -  BUCK KNOB                                149 50 31.8
 EK0813:SPC AR S     -  BUCK KNOB                                149 47 48.9
 EK0813:UTM  15      -  BUCK KNOB                                149 14 56.4
 EK0813
 EK0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU0511853495(NAD 83)
 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(1993)-  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
 EK0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0813.See file dsdata.pdf to determine how the superseded data were derived.
 EK0813
 EK0813_MARKER: DS = TRIANGULATION STATION DISK
 EK0813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0813_STAMPING: NEEDMORE 1956
 EK0813_MARK LOGO: CGS
 EK0813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0813+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DK0910 ***********************************************************************
 DK0910  DESIGNATION -  NEELY RESET
 DK0910  PID         -  DK0910
 DK0910  STATE/COUNTY-  AR/DESHA
 DK0910  COUNTRY     -  US
 DK0910  USGS QUAD   -  HALLEY (2017)
 DK0910
 DK0910                         *CURRENT SURVEY CONTROL
 DK0910  ______________________________________________________________________
 DK0910* NAD 83(1986) POSITION- 33 35 59.     (N) 091 20 09.     (W)   SCALED
 DK0910* NAVD 88 ORTHO HEIGHT -    42.73  (+/-2cm)      140.2   (feet) VERTCON3
 DK0910  ______________________________________________________________________
 DK0910  GEOID HEIGHT    -        -26.307 (meters)                     GEOID18
 DK0910  VERT ORDER      -  ? (See Below)
 DK0910
 DK0910.The horizontal coordinates were scaled from a 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
 DK0910.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK0910.GEOID18 height accuracy estimate available here.
 DK0910
 DK0910.The vertical order pertains to the NGVD 29 superseded value.
 DK0910
 DK0910.Click photographs - Photos may exist for this station.
 DK0910
 DK0910;                    North         East    Units  Estimated Accuracy
 DK0910;SPC AR S     -   503,690.      461,640.      MT  (+/- 180 meters Scaled)
 DK0910
 DK0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT544190(NAD 83)
 DK0910
 DK0910                          SUPERSEDED SURVEY CONTROL
 DK0910
 DK0910  NGVD 29 (11/26/84)   42.846  (m)          140.57   (f) ADJUSTED       
 DK0910
 DK0910.Superseded values are not recommended for survey control.
 DK0910
 DK0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0910.See file dsdata.pdf to determine how the superseded data were derived.
 DK0910
 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_MARK LOGO: CGS
 DK0910_MAGNETIC: I = MARKER IS A STEEL ROD
 DK0910_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK0910_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK0910+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2014
 DK0910
 DK0910  HISTORY     - Date     Condition        Report By
 DK0910  HISTORY     - 1971     MONUMENTED       NGS
 DK0910  HISTORY     - 20140130 GOOD             INDIV
 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.
 DK0910
 DK0910                          STATION RECOVERY (2014)
 DK0910
 DK0910'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (MNE)
 DK0910'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GE1005 ***********************************************************************
 GE1005  DESIGNATION -  NEIGHBORS
 GE1005  PID         -  GE1005
 GE1005  STATE/COUNTY-  AR/GREENE
 GE1005  COUNTRY     -  US
 GE1005  USGS QUAD   -  MOUNDS (2017)
 GE1005
 GE1005                         *CURRENT SURVEY CONTROL
 GE1005  ______________________________________________________________________
 GE1005* NAD 83(1997) POSITION- 36 11 06.74627(N) 090 17 03.01330(W)   ADJUSTED
 GE1005* NAVD 88 ORTHO HEIGHT -    77.    (meters)      253.    (feet) SCALED
 GE1005  ______________________________________________________________________
 GE1005  GEOID HEIGHT    -        -28.370 (meters)                     GEOID18
 GE1005  LAPLACE CORR    -         -1.24  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE1005.GEOID18 height accuracy estimate available here.
 GE1005
 GE1005.Click photographs - Photos may exist for this station.
 GE1005
 GE1005.The Laplace correction was computed from DEFLEC18 derived deflections.
 GE1005
 GE1005. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999237  x   0.99999084  =   0.99998321
 GE1005!SPC MO E     -   0.99999237  x   0.99993798  =   0.99993035
 GE1005!UTM  15      -   0.99999237  x   1.00033498  =   1.00032734
 GE1005
 GE1005:                Primary Azimuth Mark                     Grid Az
 GE1005:SPC AR N     -  NEIGHBORS AZ MK RESET                    185 44 28.1
 GE1005:SPC MO E     -  NEIGHBORS AZ MK RESET                    186 36 43.8
 GE1005:UTM  15      -  NEIGHBORS AZ MK RESET                    185 08 07.3
 GE1005
 GE1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA4422507909(NAD 83)
 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                              1864422.5 |
 GE1005| CI4724 NEIGHBORS AZ MK                                    1885510.0 |
 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 3523132.7 |
 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
 GE1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1005.See file dsdata.pdf to determine how the superseded data were derived.
 GE1005
 GE1005_MARKER: DS = TRIANGULATION STATION DISK
 GE1005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE1005_STAMPING: NEIGHBORS 1953
 GE1005_MARK LOGO: CGS
 GE1005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE1005+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1856 ***********************************************************************
 EH1856  DESIGNATION -  NELSON
 EH1856  PID         -  EH1856
 EH1856  STATE/COUNTY-  AR/LONOKE
 EH1856  COUNTRY     -  US
 EH1856  USGS QUAD   -  OAK GROVE (2017)
 EH1856
 EH1856                         *CURRENT SURVEY CONTROL
 EH1856  ______________________________________________________________________
 EH1856* NAD 83(1997) POSITION- 34 52 54.26561(N) 091 52 29.26790(W)   ADJUSTED
 EH1856* NAVD 88 ORTHO HEIGHT -    76.438 (meters)      250.78  (feet) ADJUSTED
 EH1856  ______________________________________________________________________
 EH1856  GEOID HEIGHT    -        -27.004 (meters)                     GEOID18
 EH1856  LAPLACE CORR    -         -0.46  (seconds)                    DEFLEC18
 EH1856  DYNAMIC HEIGHT  -         76.367 (meters)      250.55  (feet) COMP
 EH1856  MODELED GRAVITY -    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 and
 EH1856.adjusted by the NATIONAL GEODETIC SURVEY
 EH1856.in June 1991.
 EH1856
 EH1856.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1856.GEOID18 height accuracy estimate available here.
 EH1856
 EH1856.Click photographs - Photos may exist for this station.
 EH1856
 EH1856.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999224  x   1.00002769  =   1.00001993
 EH1856!UTM  15      -   0.99999224  x   0.99973031  =   0.99972255
 EH1856
 EH1856:                Primary Azimuth Mark                     Grid Az
 EH1856:SPC AR S     -  NELSON AZ MK                             179 30 03.5
 EH1856:UTM  15      -  NELSON AZ MK                             178 55 39.0
 EH1856
 EH1856_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU0282660506(NAD 83)
 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              76.40   (m)          250.7    (f) LEVELING    3  
 EH1856  NGVD 29 (11/26/84)   76.446  (m)          250.81   (f) ADJUSTED    1 2
 EH1856
 EH1856.Superseded values are not recommended for survey control.
 EH1856
 EH1856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1856.See file dsdata.pdf to determine how the superseded data were derived.
 EH1856
 EH1856_MARKER: DS = TRIANGULATION STATION DISK
 EH1856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1856_STAMPING: NELSON 1934
 EH1856_MARK LOGO: CGS
 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 - April 29, 2014
 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  HISTORY     - 20140429 GOOD             ARHD
 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.
 EH1856
 EH1856                          STATION RECOVERY (2014)
 EH1856
 EH1856'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014
 EH1856'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1934 ***********************************************************************
 FG1934  DESIGNATION -  NELSON
 FG1934  PID         -  FG1934
 FG1934  STATE/COUNTY-  AR/WASHINGTON
 FG1934  COUNTRY     -  US
 FG1934  USGS QUAD   -  DURHAM (2017)
 FG1934
 FG1934                         *CURRENT SURVEY CONTROL
 FG1934  ______________________________________________________________________
 FG1934* NAD 83(1997) POSITION- 35 54 07.99529(N) 093 59 28.87042(W)   ADJUSTED
 FG1934* NAVD 88 ORTHO HEIGHT -   676.0   (meters)     2218.    (feet) VERTCON3
 FG1934  ______________________________________________________________________
 FG1934  GEOID HEIGHT    -        -28.007 (meters)                     GEOID18
 FG1934  LAPLACE CORR    -         -0.42  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1934.GEOID18 height accuracy estimate available here.
 FG1934
 FG1934.Click photographs - Photos may exist for this station.
 FG1934
 FG1934.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1934
 FG1934. The following values were computed from the NAD 83(1997) position.
 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     -   0.99989831  x   0.99995129  =   0.99984961
 FG1934!UTM  15      -   0.99989831  x   0.99969861  =   0.99959696
 FG1934
 FG1934:                Primary Azimuth Mark                     Grid Az
 FG1934:SPC AR N     -  BIEHL                                    097 12 24.0
 FG1934:UTM  15      -  BIEHL                                    096 37 45.3
 FG1934
 FG1934_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV1054073557(NAD 83)
 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(1993)-  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
 FG1934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1934.See file dsdata.pdf to determine how the superseded data were derived.
 FG1934
 FG1934_MARKER: DS = TRIANGULATION STATION DISK
 FG1934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1934_STAMPING: NELSON 1971
 FG1934_MARK LOGO: CGS
 FG1934_PROJECTION: FLUSH
 FG1934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1934+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1853 ***********************************************************************
 EH1853  DESIGNATION -  NELSON AZ MK
 EH1853  PID         -  EH1853
 EH1853  STATE/COUNTY-  AR/LONOKE
 EH1853  COUNTRY     -  US
 EH1853  USGS QUAD   -  LONOKE (2017)
 EH1853
 EH1853                         *CURRENT SURVEY CONTROL
 EH1853  ______________________________________________________________________
 EH1853* NAD 83(1986) POSITION- 34 52 17.8    (N) 091 52 29.0    (W)   HD_HELD2
 EH1853* NAVD 88 ORTHO HEIGHT -    75.526 (meters)      247.79  (feet) ADJUSTED
 EH1853  ______________________________________________________________________
 EH1853  GEOID HEIGHT    -        -26.984 (meters)                     GEOID18
 EH1853  DYNAMIC HEIGHT  -         75.456 (meters)      247.56  (feet) COMP
 EH1853  MODELED GRAVITY -    979,705.2   (mgal)                       NAVD 88
 EH1853
 EH1853  VERT ORDER      -  FIRST     CLASS II
 EH1853
 EH1853.The horizontal coordinates were established by autonomous hand held GPS
 EH1853.observations and have an estimated accuracy of +/- 10 meters.
 EH1853
 EH1853.The orthometric height was determined by differential leveling and
 EH1853.adjusted by the NATIONAL GEODETIC SURVEY
 EH1853.in June 1991.
 EH1853
 EH1853.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1853.GEOID18 height accuracy estimate available here.
 EH1853
 EH1853.Click photographs - Photos may exist for this station.
 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     -   644,573.      411,454.      MT  (+/- 10 meters HH2 GPS)
 EH1853
 EH1853_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU0284559382(NAD 83)
 EH1853
 EH1853                          SUPERSEDED SURVEY CONTROL
 EH1853
 EH1853  NGVD 29 (11/26/84)   75.534  (m)          247.81   (f) ADJUSTED    1 2
 EH1853
 EH1853.Superseded values are not recommended for survey control.
 EH1853
 EH1853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1853.See file dsdata.pdf to determine how the superseded data were derived.
 EH1853
 EH1853_MARKER: DZ = AZIMUTH MARK DISK
 EH1853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1853_STAMPING: NELSON AZI 1934
 EH1853_MARK LOGO: CGS
 EH1853_PROJECTION: PROJECTING 30 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1855 ***********************************************************************
 EH1855  DESIGNATION -  NELSON RM 1
 EH1855  PID         -  EH1855
 EH1855  STATE/COUNTY-  AR/LONOKE
 EH1855  COUNTRY     -  US
 EH1855  USGS QUAD   -  WATTENSAW (2017)
 EH1855
 EH1855                         *CURRENT SURVEY CONTROL
 EH1855  ______________________________________________________________________
 EH1855* NAD 83(1986) POSITION- 34 52 50.22   (N) 091 52 28.40   (W)   HD_HELD1
 EH1855* NAVD 88 ORTHO HEIGHT -    76.690 (meters)      251.61  (feet) ADJUSTED
 EH1855  ______________________________________________________________________
 EH1855  GEOID HEIGHT    -        -27.002 (meters)                     GEOID18
 EH1855  DYNAMIC HEIGHT  -         76.619 (meters)      251.37  (feet) COMP
 EH1855  MODELED GRAVITY -    979,705.6   (mgal)                       NAVD 88
 EH1855
 EH1855  VERT ORDER      -  FIRST     CLASS II
 EH1855
 EH1855.The horizontal coordinates were determined by differentially corrected
 EH1855.hand held GPS observations or other comparable positioning techniques
 EH1855.and have an estimated accuracy of +/- 3 meters.
 EH1855
 EH1855.The orthometric height was determined by differential leveling and
 EH1855.adjusted by the NATIONAL GEODETIC SURVEY
 EH1855.in June 1991.
 EH1855
 EH1855.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1855.GEOID18 height accuracy estimate available here.
 EH1855
 EH1855.Click photographs - Photos may exist for this station.
 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     -   645,572.4     411,468.5     MT  (+/- 3 meters HH1 GPS) 
 EH1855
 EH1855_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU0284960381(NAD 83)
 EH1855
 EH1855                          SUPERSEDED SURVEY CONTROL
 EH1855
 EH1855  NGVD 29 (11/26/84)   76.698  (m)          251.63   (f) ADJUSTED    1 2
 EH1855
 EH1855.Superseded values are not recommended for survey control.
 EH1855
 EH1855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1855.See file dsdata.pdf to determine how the superseded data were derived.
 EH1855
 EH1855_MARKER: DR = REFERENCE MARK DISK
 EH1855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1855_STAMPING: NELSON NO 1 1934
 EH1855_MARK LOGO: CGS
 EH1855_PROJECTION: PROJECTING 30 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1857 ***********************************************************************
 EH1857  DESIGNATION -  NELSON RM 2
 EH1857  PID         -  EH1857
 EH1857  STATE/COUNTY-  AR/LONOKE
 EH1857  COUNTRY     -  US
 EH1857  USGS QUAD   -  OAK GROVE (2017)
 EH1857
 EH1857                         *CURRENT SURVEY CONTROL
 EH1857  ______________________________________________________________________
 EH1857* NAD 83(1986) POSITION- 34 52 54.82   (N) 091 52 31.14   (W)   HD_HELD1
 EH1857* NAVD 88 ORTHO HEIGHT -    75.649 (meters)      248.19  (feet) ADJUSTED
 EH1857  ______________________________________________________________________
 EH1857  GEOID HEIGHT    -        -27.004 (meters)                     GEOID18
 EH1857  DYNAMIC HEIGHT  -         75.579 (meters)      247.96  (feet) COMP
 EH1857  MODELED GRAVITY -    979,705.7   (mgal)                       NAVD 88
 EH1857
 EH1857  VERT ORDER      -  FIRST     CLASS II
 EH1857
 EH1857.The horizontal coordinates were determined by differentially corrected
 EH1857.hand held GPS observations or other comparable positioning techniques
 EH1857.and have an estimated accuracy of +/- 3 meters.
 EH1857
 EH1857.The orthometric height was determined by differential leveling and
 EH1857.adjusted by the NATIONAL GEODETIC SURVEY
 EH1857.in June 1991.
 EH1857
 EH1857.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1857.GEOID18 height accuracy estimate available here.
 EH1857
 EH1857.Click photographs - Photos may exist for this station.
 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     -   645,714.1     411,398.8     MT  (+/- 3 meters HH1 GPS) 
 EH1857
 EH1857_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU0277860522(NAD 83)
 EH1857
 EH1857                          SUPERSEDED SURVEY CONTROL
 EH1857
 EH1857  NGVD 29 (11/26/84)   75.657  (m)          248.22   (f) ADJUSTED    1 2
 EH1857
 EH1857.Superseded values are not recommended for survey control.
 EH1857
 EH1857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1857.See file dsdata.pdf to determine how the superseded data were derived.
 EH1857
 EH1857_MARKER: DR = REFERENCE MARK DISK
 EH1857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1857_STAMPING: NELSON NO 2 1934
 EH1857_MARK LOGO: CGS
 EH1857_PROJECTION: PROJECTING 10 CENTIMETERS
 EH1857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1857+STABILITY: SURFACE MOTION
 EH1857_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH1857+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2014
 EH1857
 EH1857  HISTORY     - Date     Condition        Report By
 EH1857  HISTORY     - 1934     MONUMENTED       CGS
 EH1857  HISTORY     - 1967     GOOD             CGS
 EH1857  HISTORY     - 20140429 GOOD             ARHD
 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.
 EH1857
 EH1857                          STATION RECOVERY (2014)
 EH1857
 EH1857'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014
 EH1857'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR8380 ***********************************************************************
 DR8380  HT_MOD      -  This is a Height Modernization Survey Station.
 DR8380  DESIGNATION -  NESSA
 DR8380  PID         -  DR8380
 DR8380  STATE/COUNTY-  AR/ARKANSAS
 DR8380  COUNTRY     -  US
 DR8380  USGS QUAD   -  STUTTGART NORTH (2017)
 DR8380
 DR8380                         *CURRENT SURVEY CONTROL
 DR8380  ______________________________________________________________________
 DR8380* NAD 83(2011) POSITION- 34 32 13.18055(N) 091 33 16.51149(W)   ADJUSTED
 DR8380* NAD 83(2011) ELLIP HT-    39.662 (meters)        (03/03/21)   ADJUSTED
 DR8380* NAD 83(2011) EPOCH   -  2010.00
 DR8380* NAVD 88 ORTHO HEIGHT -    66.30  (meters)      217.5   (feet) GPS OBS
 DR8380  ______________________________________________________________________
 DR8380  GEOID HEIGHT    -        -26.626 (meters)                     GEOID18
 DR8380  NAD 83(2011) X  -   -142,693.476 (meters)                     COMP
 DR8380  NAD 83(2011) Y  - -5,257,814.499 (meters)                     COMP
 DR8380  NAD 83(2011) Z  -  3,595,695.788 (meters)                     COMP
 DR8380  LAPLACE CORR    -         -0.79  (seconds)                    DEFLEC18
 DR8380
 DR8380  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR8380  Standards:
 DR8380         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR8380            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR8380  -------------------------------------------------------------------
 DR8380  NETWORK    0.66   1.35           0.29   0.25   0.69     -0.12453415
 DR8380  -------------------------------------------------------------------
 DR8380  Click here for local accuracies and other accuracy information.
 DR8380
 DR8380.The horizontal coordinates were established by GPS observations
 DR8380.and adjusted by the ARKANSAS DEPT OF TRANS in March 2021.
 DR8380
 DR8380.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR8380.been affixed to the stable North American tectonic plate. See 
 DR8380.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR8380
 DR8380.The horizontal coordinates are valid at the epoch date displayed above
 DR8380.which is a decimal equivalence of Year/Month/Day.
 DR8380
 DR8380.The orthometric height was determined by GPS observations and a
 DR8380.high-resolution geoid model using precise GPS observation and
 DR8380.processing techniques.
 DR8380
 DR8380.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8380.GEOID18 height accuracy estimate available here.
 DR8380
 DR8380.Click photographs - Photos may exist for this station.
 DR8380
 DR8380.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR8380
 DR8380.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR8380
 DR8380.The ellipsoidal height was determined by GPS observations
 DR8380.and is referenced to NAD 83.
 DR8380
 DR8380. The following values were computed from the NAD 83(2011) position.
 DR8380
 DR8380;                    North         East     Units Scale Factor Converg.
 DR8380;SPC AR S     -   607,534.929   440,886.793   MT  0.99995684   +0 14 57.5
 DR8380;SPC AR S     - 1,993,220.85  1,446,476.09   sFT  0.99995684   +0 14 57.5
 DR8380;UTM  15      - 3,822,648.131   632,640.072   MT  0.99981685   +0 49 10.5
 DR8380
 DR8380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR8380!SPC AR S     -   0.99999377  x   0.99995684  =   0.99995061
 DR8380!UTM  15      -   0.99999377  x   0.99981685  =   0.99981063
 DR8380
 DR8380_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU3264022648(NAD 83)
 DR8380
 DR8380                          SUPERSEDED SURVEY CONTROL
 DR8380
 DR8380.No superseded survey control is available for this station.
 DR8380
 DR8380_MARKER: DV = VERTICAL CONTROL DISK
 DR8380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR8380_STAMPING: NESSA 2020
 DR8380_MARK LOGO: ARHD
 DR8380_PROJECTION: FLUSH
 DR8380_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR8380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR8380+STABILITY: SURFACE MOTION
 DR8380_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR8380+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2020
 DR8380
 DR8380  HISTORY     - Date     Condition        Report By
 DR8380  HISTORY     - 20200715 MONUMENTED       ARHD
 DR8380
 DR8380                          STATION DESCRIPTION
 DR8380
 DR8380'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2020 (JAW)
 DR8380'THE STATION IS LOCATED ABOUT 7.8 MI (12.6 KM) SOUTH-SOUTHEAST OF
 DR8380'SLOVAK, 6.0 MI (9.6 KM) WEST-SOUTHWEST OF ULM AND 2.5 MI (4.1 KM)
 DR8380'NORTH OF STUTTGART.
 DR8380'
 DR8380'TO REACH FROM THE INTERSECTION OF US HIGHWAY 63 AND US HIGHWAY 165, GO
 DR8380'EAST ON STATE HIGHWAY POND ROAD FOR 0.12 MI (0.19 KM), TURN RIGHT INTO
 DR8380'THE ARDOT SHOPS AND GO SOUTH 200 FT (61.0 M) TO THE MARK ON THE LEFT.
 DR8380'
 DR8380'THE STATION IS IN A CONCRETE FOUNDATION FOR THE UNDERGROUND FUEL TANKS
 DR8380'49 FT (14.9 M) EAST OF THE SOUTH FUEL PUMP, 83 FT (25.3 M) SOUTHEAST
 DR8380'OF THE NORTHEAST CORNER OF THE ARDOT SHOP BUILDING AND 103 FT (31.4 M)
 DR8380'WEST OF A CHAIN LINK FENCE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0818 ***********************************************************************
 FF0818  DESIGNATION -  NETTLE
 FF0818  PID         -  FF0818
 FF0818  STATE/COUNTY-  AR/CRAIGHEAD
 FF0818  COUNTRY     -  US
 FF0818  USGS QUAD   -  NEEDHAM (2017)
 FF0818
 FF0818                         *CURRENT SURVEY CONTROL
 FF0818  ______________________________________________________________________
 FF0818* NAD 83(1997) POSITION- 35 49 09.83634(N) 090 36 06.25801(W)   ADJUSTED
 FF0818* NAVD 88 ORTHO HEIGHT -    71.639 (meters)      235.04  (feet) POSTED
 FF0818  ______________________________________________________________________
 FF0818  GEOID HEIGHT    -        -27.885 (meters)                     GEOID18
 FF0818  LAPLACE CORR    -         -1.57  (seconds)                    DEFLEC18
 FF0818  DYNAMIC HEIGHT  -         71.58  (meters)      234.8   (feet) COMP
 FF0818  MODELED GRAVITY -    979,781.9   (mgal)                       NAVD 88
 FF0818
 FF0818  HORZ ORDER      -  FIRST
 FF0818  VERT ORDER      -  * POSTED, 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
 FF0818.* This is a POSTED BENCH MARK height.
 FF0818
 FF0818.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0818.GEOID18 height accuracy estimate available here.
 FF0818
 FF0818.Click photographs - Photos may exist for this station.
 FF0818
 FF0818.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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 2                           181 14 20.5
 FF0818:UTM  15      -  NETTLE AZ MK 2                           180 38 54.9
 FF0818
 FF0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV1666166572(NAD 83)
 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(1995)-  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              71.56   (m)          234.8    (f) LEVELING    3  
 FF0818  NGVD 29 (11/26/84)   71.561  (m)          234.78   (f) ADJUSTED    1 2
 FF0818
 FF0818.Superseded values are not recommended for survey control.
 FF0818
 FF0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0818.See file dsdata.pdf to determine how the superseded data were derived.
 FF0818
 FF0818_MARKER: DS = TRIANGULATION STATION DISK
 FF0818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0818_STAMPING: NETTLE 1954 1971
 FF0818_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0819 ***********************************************************************
 FF0819  DESIGNATION -  NETTLE RM 1
 FF0819  PID         -  FF0819
 FF0819  STATE/COUNTY-  AR/CRAIGHEAD
 FF0819  COUNTRY     -  US
 FF0819  USGS QUAD   -  NEEDHAM (2017)
 FF0819
 FF0819                         *CURRENT SURVEY CONTROL
 FF0819  ______________________________________________________________________
 FF0819* NAD 83(1986) POSITION- 35 49 10.12   (N) 090 36 05.23   (W)   HD_HELD1
 FF0819* NAVD 88 ORTHO HEIGHT -    71.632 (meters)      235.01  (feet) POSTED
 FF0819  ______________________________________________________________________
 FF0819  GEOID HEIGHT    -        -27.885 (meters)                     GEOID18
 FF0819  DYNAMIC HEIGHT  -         71.57  (meters)      234.8   (feet) COMP
 FF0819  MODELED GRAVITY -    979,781.9   (mgal)                       NAVD 88
 FF0819
 FF0819  VERT ORDER      -  * POSTED, SEE BELOW
 FF0819
 FF0819.The horizontal coordinates were determined by differentially corrected
 FF0819.hand held GPS observations or other comparable positioning techniques
 FF0819.and have an estimated accuracy of +/- 3 meters.
 FF0819
 FF0819.The orthometric height was determined by differential leveling
 FF0819.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 FF0819
 FF0819.* This is a POSTED BENCH MARK height.
 FF0819
 FF0819.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0819.GEOID18 height accuracy estimate available here.
 FF0819
 FF0819.Click photographs - Photos may exist for this station.
 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     -   165,773.8     526,373.6     MT  (+/- 3 meters HH1 GPS) 
 FF0819
 FF0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV1668766581(NAD 83)
 FF0819
 FF0819                          SUPERSEDED SURVEY CONTROL
 FF0819
 FF0819  NGVD 29 (11/26/84)   71.554  (m)          234.76   (f) ADJUSTED    1 2
 FF0819
 FF0819.Superseded values are not recommended for survey control.
 FF0819
 FF0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0819.See file dsdata.pdf to determine how the superseded data were derived.
 FF0819
 FF0819_MARKER: DR = REFERENCE MARK DISK
 FF0819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0819_STAMPING: NETTLE NO 1 1954
 FF0819_MARK LOGO: CGS
 FF0819_PROJECTION: PROJECTING 5 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0817 ***********************************************************************
 FF0817  DESIGNATION -  NETTLE RM 2
 FF0817  PID         -  FF0817
 FF0817  STATE/COUNTY-  AR/CRAIGHEAD
 FF0817  COUNTRY     -  US
 FF0817  USGS QUAD   -  NEEDHAM (2017)
 FF0817
 FF0817                         *CURRENT SURVEY CONTROL
 FF0817  ______________________________________________________________________
 FF0817* NAD 83(1986) POSITION- 35 49 09.19   (N) 090 36 06.28   (W)   HD_HELD1
 FF0817* NAVD 88 ORTHO HEIGHT -    71.721 (meters)      235.30  (feet) POSTED
 FF0817  ______________________________________________________________________
 FF0817  GEOID HEIGHT    -        -27.885 (meters)                     GEOID18
 FF0817  DYNAMIC HEIGHT  -         71.66  (meters)      235.1   (feet) COMP
 FF0817  MODELED GRAVITY -    979,782.0   (mgal)                       NAVD 88
 FF0817
 FF0817  VERT ORDER      -  * POSTED, SEE BELOW
 FF0817
 FF0817.The horizontal coordinates were determined by differentially corrected
 FF0817.hand held GPS observations or other comparable positioning techniques
 FF0817.and have an estimated accuracy of +/- 3 meters.
 FF0817
 FF0817.The orthometric height was determined by differential leveling
 FF0817.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 FF0817
 FF0817.* This is a POSTED BENCH MARK height.
 FF0817
 FF0817.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0817.GEOID18 height accuracy estimate available here.
 FF0817
 FF0817.Click photographs - Photos may exist for this station.
 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     -   165,744.7     526,347.7     MT  (+/- 3 meters HH1 GPS) 
 FF0817
 FF0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV1666166552(NAD 83)
 FF0817
 FF0817                          SUPERSEDED SURVEY CONTROL
 FF0817
 FF0817  NGVD 29 (11/26/84)   71.643  (m)          235.05   (f) ADJUSTED    1 2
 FF0817
 FF0817.Superseded values are not recommended for survey control.
 FF0817
 FF0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0817.See file dsdata.pdf to determine how the superseded data were derived.
 FF0817
 FF0817_MARKER: DR = REFERENCE MARK DISK
 FF0817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0817_STAMPING: NETTLE NO 2 1954
 FF0817_MARK LOGO: CGS
 FF0817_PROJECTION: PROJECTING 5 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1862 ***********************************************************************
 FG1862  DESIGNATION -  NEW BLAINE
 FG1862  PID         -  FG1862
 FG1862  STATE/COUNTY-  AR/LOGAN
 FG1862  COUNTRY     -  US
 FG1862  USGS QUAD   -  NEW BLAINE (2017)
 FG1862
 FG1862                         *CURRENT SURVEY CONTROL
 FG1862  ______________________________________________________________________
 FG1862* NAD 83(1997) POSITION- 35 15 40.21274(N) 093 24 17.97371(W)   ADJUSTED
 FG1862* NAVD 88 ORTHO HEIGHT -   251.    (meters)      823.    (feet) SCALED
 FG1862  ______________________________________________________________________
 FG1862  GEOID HEIGHT    -        -29.489 (meters)                     GEOID18
 FG1862  LAPLACE CORR    -          1.62  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1862.GEOID18 height accuracy estimate available here.
 FG1862
 FG1862.Click photographs - Photos may exist for this station.
 FG1862
 FG1862.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1862
 FG1862. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 FG1862:SPC AR N     -  HUCKLEBERRY MOUNTAIN LOT                 236 34 47.0
 FG1862:UTM  15      -  HUCKLEBERRY MOUNTAIN LOT                 235 59 45.5
 FG1862
 FG1862_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV6316102081(NAD 83)
 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(1993)-  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
 FG1862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1862.See file dsdata.pdf to determine how the superseded data were derived.
 FG1862
 FG1862_MARKER: DS = TRIANGULATION STATION DISK
 FG1862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1862_STAMPING: NEW BLAINE 1940
 FG1862_MARK LOGO: CGS
 FG1862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1862+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ2021 ***********************************************************************
 EJ2021  DESIGNATION -  NEW HOPE
 EJ2021  PID         -  EJ2021
 EJ2021  STATE/COUNTY-  AR/HOWARD
 EJ2021  COUNTRY     -  US
 EJ2021  USGS QUAD   -  NEWHOPE (2017)
 EJ2021
 EJ2021                         *CURRENT SURVEY CONTROL
 EJ2021  ______________________________________________________________________
 EJ2021* NAD 83(1997) POSITION- 34 12 46.85086(N) 093 55 58.51486(W)   ADJUSTED
 EJ2021* NAVD 88 ORTHO HEIGHT -   247.7   (meters)      813.    (feet) VERTCON3
 EJ2021  ______________________________________________________________________
 EJ2021  GEOID HEIGHT    -        -27.865 (meters)                     GEOID18
 EJ2021  LAPLACE CORR    -          1.67  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ2021.GEOID18 height accuracy estimate available here.
 EJ2021
 EJ2021.Click photographs - Photos may exist for this station.
 EJ2021
 EJ2021.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ2021
 EJ2021. The following values were computed from the NAD 83(1997) position.
 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  =   0.99988880
 EJ2021!UTM  15      -   0.99996548  x   0.99969104  =   0.99965654
 EJ2021
 EJ2021:                Primary Azimuth Mark                     Grid Az
 EJ2021:SPC AR S     -  PINE                                     081 29 19.9
 EJ2021:UTM  15      -  PINE                                     080 55 53.8
 EJ2021
 EJ2021_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT1406186168(NAD 83)
 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(1993)-  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
 EJ2021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2021.See file dsdata.pdf to determine how the superseded data were derived.
 EJ2021
 EJ2021_MARKER: DS = TRIANGULATION STATION DISK
 EJ2021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ2021_STAMPING: NEW HOPE 1957
 EJ2021_MARK LOGO: CGS
 EJ2021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ2021+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DS2472 ***********************************************************************
 DS2472  DESIGNATION -  NEW HOPE
 DS2472  PID         -  DS2472
 DS2472  STATE/COUNTY-  AR/COLUMBIA
 DS2472  COUNTRY     -  US
 DS2472  USGS QUAD   -  MAGNOLIA (2017)
 DS2472
 DS2472                         *CURRENT SURVEY CONTROL
 DS2472  ______________________________________________________________________
 DS2472* NAD 83(1986) POSITION- 33 19 18.7    (N) 093 13 21.9    (W)   HD_HELD2
 DS2472* NAVD 88 ORTHO HEIGHT -   103.766 (meters)      340.44  (feet) ADJUSTED
 DS2472  ______________________________________________________________________
 DS2472  GEOID HEIGHT    -        -26.462 (meters)                     GEOID18
 DS2472  DYNAMIC HEIGHT  -        103.655 (meters)      340.07  (feet) COMP
 DS2472  MODELED GRAVITY -    979,566.2   (mgal)                       NAVD 88
 DS2472
 DS2472  VERT ORDER      -  SECOND    CLASS I
 DS2472
 DS2472.The horizontal coordinates were established by autonomous hand held GPS
 DS2472.observations and have an estimated accuracy of +/- 10 meters.
 DS2472
 DS2472.The orthometric height was determined by differential leveling and
 DS2472.adjusted by the NATIONAL GEODETIC SURVEY
 DS2472.in October 2024.
 DS2472
 DS2472.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS2472.GEOID18 height accuracy estimate available here.
 DS2472
 DS2472.Click photographs - Photos may exist for this station.
 DS2472
 DS2472.The dynamic height is computed by dividing the NAVD 88
 DS2472.geopotential number by the normal gravity value computed on the
 DS2472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS2472.degrees latitude (g = 980.6199 gals.).
 DS2472
 DS2472.The modeled gravity was interpolated from observed gravity values.
 DS2472
 DS2472;                    North         East    Units  Estimated Accuracy
 DS2472;SPC AR S     -   473,350.      286,150.      MT  (+/- 10 meters HH2 GPS)
 DS2472
 DS2472_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS7926786991(NAD 83)
 DS2472
 DS2472                          SUPERSEDED SURVEY CONTROL
 DS2472
 DS2472.No superseded survey control is available for this station.
 DS2472
 DS2472_MARKER: DB = BENCH MARK DISK
 DS2472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS2472_STAMPING: NEW HOPE 2024
 DS2472_MARK LOGO: ARHD
 DS2472_PROJECTION: FLUSH
 DS2472_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DS2472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS2472+STABILITY: SURFACE MOTION
 DS2472_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DS2472+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2024
 DS2472
 DS2472  HISTORY     - Date     Condition        Report By
 DS2472  HISTORY     - 20240904 MONUMENTED       ARHD
 DS2472
 DS2472                          STATION DESCRIPTION
 DS2472
 DS2472'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (JDH)
 DS2472'THE MARK IS LOCATED ABOUT 6.2 MI (10.0 KM) SOUTHEAST OF LAMARTINE, 4.7
 DS2472'MI (7.6 KM) EAST-SOUTHEAST OF WALDO AND 3.9 MI (6.3 KM)
 DS2472'NORTH-NORTHEAST OF MAGNOLIA.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DS2472'
 DS2472'TO REACH FROM THE INTERSECTION OF US HIGHWAY 82 AND STATE HIGHWAY 355,
 DS2472'HEAD NORTH ALONG MULERIDER TRAIL FOR 1.90 MI (3.06 KM) TO THE STATION
 DS2472'ON THE RIGHT, AN ALUMINUM CAP SET IN THE TOP OF A CONCRETE POST.
 DS2472'
 DS2472'IT IS 81 FT (24.7 M) SOUTHWEST OF CENTER OF GATE, 54 FT (16.5 M)
 DS2472'SOUTHEAST OF MULERIDER TRAIL CENTERLINE, 32 FT (9.8 M) NORTHWEST OF
 DS2472'GUTTRY HEADSTONE, 11 FT (3.4 M) NORTH OF 42 INCH RED OAK AND 1 FT (0.3
 DS2472'M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL1321 ***********************************************************************
 DL1321  DESIGNATION -  NEW LONDON LOOKOUT TWR 8 4 AFC
 DL1321  PID         -  DL1321
 DL1321  STATE/COUNTY-  AR/UNION
 DL1321  COUNTRY     -  US
 DL1321  USGS QUAD   -  NEW LONDON (2017)
 DL1321
 DL1321                         *CURRENT SURVEY CONTROL
 DL1321  ______________________________________________________________________
 DL1321* NAD 83(1997) POSITION- 33 12 03.59916(N) 092 21 53.76618(W)   ADJUSTED
 DL1321  ______________________________________________________________________
 DL1321  GEOID HEIGHT    -        -26.207 (meters)                     GEOID18
 DL1321  LAPLACE CORR    -          0.48  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1321.GEOID18 height accuracy estimate available here.
 DL1321
 DL1321.Click photographs - Photos may exist for this station.
 DL1321
 DL1321.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1321
 DL1321. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS5919073749(NAD 83)
 DL1321
 DL1321                          SUPERSEDED SURVEY CONTROL
 DL1321
 DL1321  NAD 83(1993)-  33 12 03.61015(N)    092 21 53.75944(W) AD(       ) 3
 DL1321  NAD 83(1986)-  33 12 03.61139(N)    092 21 53.75831(W) AD(       ) 3
 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
 DL1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1321.See file dsdata.pdf to determine how the superseded data were derived.
 DL1321
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1798 ***********************************************************************
 FF1798  DESIGNATION -  NEWARK
 FF1798  PID         -  FF1798
 FF1798  STATE/COUNTY-  AR/INDEPENDENCE
 FF1798  COUNTRY     -  US
 FF1798  USGS QUAD   -  NEWARK (2017)
 FF1798
 FF1798                         *CURRENT SURVEY CONTROL
 FF1798  ______________________________________________________________________
 FF1798* NAD 83(1997) POSITION- 35 42 48.29719(N) 091 25 33.39504(W)   ADJUSTED
 FF1798* NAVD 88 ORTHO HEIGHT -   111.    (meters)      364.    (feet) SCALED
 FF1798  ______________________________________________________________________
 FF1798  GEOID HEIGHT    -        -27.581 (meters)                     GEOID18
 FF1798  LAPLACE CORR    -         -1.67  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1798.GEOID18 height accuracy estimate available here.
 FF1798
 FF1798.Click photographs - Photos may exist for this station.
 FF1798
 FF1798.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1798
 FF1798. The following values were computed from the NAD 83(1997) position.
 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     -   0.99998690  x   0.99993847  =   0.99992537
 FF1798!UTM  15      -   0.99998690  x   0.99984982  =   0.99983672
 FF1798
 FF1798:                Primary Azimuth Mark                     Grid Az
 FF1798:SPC AR N     -  NEWARK AZ MK                             283 49 04.8
 FF1798:UTM  15      -  NEWARK AZ MK                             283 13 59.1
 FF1798
 FF1798_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV4238353304(NAD 83)
 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(1995)-  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
 FF1798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1798.See file dsdata.pdf to determine how the superseded data were derived.
 FF1798
 FF1798_MARKER: DS = TRIANGULATION STATION DISK
 FF1798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1798_STAMPING: NEWARK 1954
 FF1798_MARK LOGO: CGS
 FF1798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1798+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1889 ***********************************************************************
 EJ1889  DESIGNATION -  NEWCOMB
 EJ1889  PID         -  EJ1889
 EJ1889  STATE/COUNTY-  AR/SALINE
 EJ1889  COUNTRY     -  US
 EJ1889  USGS QUAD   -  HASKELL (2017)
 EJ1889
 EJ1889                         *CURRENT SURVEY CONTROL
 EJ1889  ______________________________________________________________________
 EJ1889* NAD 83(1997) POSITION- 34 33 26.21444(N) 092 39 16.22883(W)   ADJUSTED
 EJ1889* NAVD 88 ORTHO HEIGHT -   168.    (meters)      551.    (feet) SCALED
 EJ1889  ______________________________________________________________________
 EJ1889  GEOID HEIGHT    -        -26.493 (meters)                     GEOID18
 EJ1889  LAPLACE CORR    -          2.45  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1889.GEOID18 height accuracy estimate available here.
 EJ1889
 EJ1889.Click photographs - Photos may exist for this station.
 EJ1889
 EJ1889.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1889
 EJ1889. The following values were computed from the NAD 83(1997) position.
 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  =   0.99959018
 EJ1889
 EJ1889:                Primary Azimuth Mark                     Grid Az
 EJ1889:SPC AR S     -  BENTON WEST MUNICIPAL TANK               077 50 02.3
 EJ1889:UTM  15      -  BENTON WEST MUNICIPAL TANK               077 16 18.0
 EJ1889
 EJ1889_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU3169524003(NAD 83)
 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
 EJ1889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1889.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1889
 EJ1889_MARKER: DS = TRIANGULATION STATION DISK
 EJ1889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1889_STAMPING: NEWCOMB 1964
 EJ1889_MARK LOGO: CGS
 EJ1889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1889+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1795 ***********************************************************************
 FF1795  DESIGNATION -  NEWPORT E TRANSMISSION TOWER
 FF1795  PID         -  FF1795
 FF1795  STATE/COUNTY-  AR/JACKSON
 FF1795  COUNTRY     -  US
 FF1795  USGS QUAD   -  NEWPORT (2017)
 FF1795
 FF1795                         *CURRENT SURVEY CONTROL
 FF1795  ______________________________________________________________________
 FF1795* NAD 83(1997) POSITION- 35 36 53.79184(N) 091 16 58.68110(W)   ADJUSTED
 FF1795  ______________________________________________________________________
 FF1795  GEOID HEIGHT    -        -27.529 (meters)                     GEOID18
 FF1795  LAPLACE CORR    -         -0.84  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1795.GEOID18 height accuracy estimate available here.
 FF1795
 FF1795.Click photographs - Photos may exist for this station.
 FF1795
 FF1795.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1795
 FF1795. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV5550842598(NAD 83)
 FF1795
 FF1795                          SUPERSEDED SURVEY CONTROL
 FF1795
 FF1795  NAD 83(1995)-  35 36 53.79900(N)    091 16 58.67869(W) AD(       ) 3
 FF1795  NAD 83(1986)-  35 36 53.80335(N)    091 16 58.68150(W) AD(       ) 3
 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
 FF1795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1795.See file dsdata.pdf to determine how the superseded data were derived.
 FF1795
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1791 ***********************************************************************
 FF1791  DESIGNATION -  NEWPORT JACKSON CO CTHSE CUP
 FF1791  PID         -  FF1791
 FF1791  STATE/COUNTY-  AR/JACKSON
 FF1791  COUNTRY     -  US
 FF1791  USGS QUAD   -  NEWPORT (2017)
 FF1791
 FF1791                         *CURRENT SURVEY CONTROL
 FF1791  ______________________________________________________________________
 FF1791* NAD 83(1997) POSITION- 35 36 15.59284(N) 091 16 58.06986(W)   ADJUSTED
 FF1791  ______________________________________________________________________
 FF1791  GEOID HEIGHT    -        -27.514 (meters)                     GEOID18
 FF1791  LAPLACE CORR    -         -0.87  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1791.GEOID18 height accuracy estimate available here.
 FF1791
 FF1791.Click photographs - Photos may exist for this station.
 FF1791
 FF1791.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1791
 FF1791. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV5554441421(NAD 83)
 FF1791
 FF1791                          SUPERSEDED SURVEY CONTROL
 FF1791
 FF1791  NAD 83(1995)-  35 36 15.59982(N)    091 16 58.06830(W) AD(       ) 3
 FF1791  NAD 83(1986)-  35 36 15.60445(N)    091 16 58.07023(W) AD(       ) 3
 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
 FF1791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1791.See file dsdata.pdf to determine how the superseded data were derived.
 FF1791
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1793 ***********************************************************************
 FF1793  DESIGNATION -  NEWPORT MUNICIPAL TANK
 FF1793  PID         -  FF1793
 FF1793  STATE/COUNTY-  AR/JACKSON
 FF1793  COUNTRY     -  US
 FF1793  USGS QUAD   -  NEWPORT (2017)
 FF1793
 FF1793                         *CURRENT SURVEY CONTROL
 FF1793  ______________________________________________________________________
 FF1793* NAD 83(1997) POSITION- 35 36 43.41599(N) 091 16 38.38383(W)   ADJUSTED
 FF1793  ______________________________________________________________________
 FF1793  GEOID HEIGHT    -        -27.528 (meters)                     GEOID18
 FF1793  LAPLACE CORR    -         -0.81  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1793.GEOID18 height accuracy estimate available here.
 FF1793
 FF1793.Click photographs - Photos may exist for this station.
 FF1793
 FF1793.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1793
 FF1793. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV5602442287(NAD 83)
 FF1793
 FF1793                          SUPERSEDED SURVEY CONTROL
 FF1793
 FF1793  NAD 83(1995)-  35 36 43.42230(N)    091 16 38.38334(W) AD(       ) 3
 FF1793  NAD 83(1986)-  35 36 43.42761(N)    091 16 38.38409(W) AD(       ) 3
 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
 FF1793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1793.See file dsdata.pdf to determine how the superseded data were derived.
 FF1793
 FF1793_MARKER: 53 = ELEVATED TANK
 FF1793_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1793+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2011
 FF1793
 FF1793  HISTORY     - Date     Condition        Report By
 FF1793  HISTORY     - 1954     FIRST OBSERVED   CGS
 FF1793  HISTORY     - 20110611 GOOD             GEOCAC
 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.
 FF1793
 FF1793                          STATION RECOVERY (2011)
 FF1793
 FF1793'RECOVERY NOTE BY GEOCACHING 2011 (JA)
 FF1793'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1790 ***********************************************************************
 FF1790  DESIGNATION -  NEWPORT RADIO STA KNBY MAST
 FF1790  PID         -  FF1790
 FF1790  STATE/COUNTY-  AR/JACKSON
 FF1790  COUNTRY     -  US
 FF1790  USGS QUAD   -  NEWPORT (2017)
 FF1790
 FF1790                         *CURRENT SURVEY CONTROL
 FF1790  ______________________________________________________________________
 FF1790* NAD 83(1997) POSITION- 35 36 38.73125(N) 091 15 03.75781(W)   ADJUSTED
 FF1790  ______________________________________________________________________
 FF1790  GEOID HEIGHT    -        -27.537 (meters)                     GEOID18
 FF1790  LAPLACE CORR    -         -0.59  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1790.GEOID18 height accuracy estimate available here.
 FF1790
 FF1790.Click photographs - Photos may exist for this station.
 FF1790
 FF1790.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1790
 FF1790. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV5840842185(NAD 83)
 FF1790
 FF1790                          SUPERSEDED SURVEY CONTROL
 FF1790
 FF1790  NAD 83(1995)-  35 36 38.73730(N)    091 15 03.75647(W) AD(       ) 3
 FF1790  NAD 83(1986)-  35 36 38.74269(N)    091 15 03.75807(W) AD(       ) 3
 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
 FF1790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1790.See file dsdata.pdf to determine how the superseded data were derived.
 FF1790
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1789 ***********************************************************************
 FF1789  DESIGNATION -  NEWPORT RESET
 FF1789  PID         -  FF1789
 FF1789  STATE/COUNTY-  AR/JACKSON
 FF1789  COUNTRY     -  US
 FF1789  USGS QUAD   -  JACKSONPORT (2017)
 FF1789
 FF1789                         *CURRENT SURVEY CONTROL
 FF1789  ______________________________________________________________________
 FF1789* NAD 83(1997) POSITION- 35 37 38.29470(N) 091 15 10.44652(W)   ADJUSTED
 FF1789* NAVD 88 ORTHO HEIGHT -    75.    (meters)      246.    (feet) SCALED
 FF1789  ______________________________________________________________________
 FF1789  GEOID HEIGHT    -        -27.558 (meters)                     GEOID18
 FF1789  LAPLACE CORR    -         -0.47  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1789.GEOID18 height accuracy estimate available here.
 FF1789
 FF1789.Click photographs - Photos may exist for this station.
 FF1789
 FF1789.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1789
 FF1789. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 FF1789:SPC AR N     -  NEWPORT AZ MK 2                          167 49 21.1
 FF1789:UTM  15      -  NEWPORT AZ MK 2                          167 14 21.6
 FF1789
 FF1789_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV5820744017(NAD 83)
 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(1995)-  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
 FF1789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1789.See file dsdata.pdf to determine how the superseded data were derived.
 FF1789
 FF1789_MARKER: DS = TRIANGULATION STATION DISK
 FF1789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1789_STAMPING: NEWPORT 1954 1968
 FF1789_MARK LOGO: CGS
 FF1789_PROJECTION: RECESSED 13 CENTIMETERS
 FF1789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1789+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 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  COUNTRY     -  US
 FF2151  USGS QUAD   -  TUCKERMAN (2017)
 FF2151
 FF2151                         *CURRENT SURVEY CONTROL
 FF2151  ______________________________________________________________________
 FF2151* NAD 83(2011) POSITION- 35 38 31.67012(N) 091 10 36.90841(W)   ADJUSTED
 FF2151* NAD 83(2011) ELLIP HT-    44.891 (meters)        (06/27/12)   ADJUSTED
 FF2151* NAD 83(2011) EPOCH   -  2010.00
 FF2151* NAVD 88 ORTHO HEIGHT -    72.47  (meters)      237.8   (feet) GPS OBS
 FF2151  ______________________________________________________________________
 FF2151  NAVD 88 orthometric height was determined with geoid model    GEOID99
 FF2151  GEOID HEIGHT    -        -27.493 (meters)                     GEOID99
 FF2151  GEOID HEIGHT    -        -27.587 (meters)                     GEOID18
 FF2151  NAD 83(2011) X  -   -106,585.968 (meters)                     COMP
 FF2151  NAD 83(2011) Y  - -5,188,179.619 (meters)                     COMP
 FF2151  NAD 83(2011) Z  -  3,696,020.994 (meters)                     COMP
 FF2151  LAPLACE CORR    -         -0.05  (seconds)                    DEFLEC18
 FF2151
 FF2151  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FF2151  Standards:
 FF2151         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FF2151            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FF2151  -------------------------------------------------------------------
 FF2151  NETWORK    0.27   0.53           0.11   0.11   0.27      0.02528475
 FF2151  -------------------------------------------------------------------
 FF2151  Click here for local accuracies and other accuracy information.
 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 June 2012.
 FF2151
 FF2151.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FF2151.been affixed to the stable North American tectonic plate. See 
 FF2151.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FF2151
 FF2151.The horizontal coordinates are valid at the epoch date displayed above
 FF2151.which is a decimal equivalence of Year/Month/Day.
 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 published vertical control network.
 FF2151
 FF2151.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF2151.GEOID18 height accuracy estimate available here.
 FF2151
 FF2151.Click photographs - Photos may exist for this station.
 FF2151
 FF2151.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF2151
 FF2151.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF2151
 FF2151.The ellipsoidal height was determined by GPS observations
 FF2151.and is referenced to NAD 83.
 FF2151
 FF2151. The following values were computed from the NAD 83(2011) position.
 FF2151
 FF2151;                    North         East     Units Scale Factor Converg.
 FF2151;SPC AR N     -   145,511.631   474,540.253   MT  0.99993644   +0 28 44.2
 FF2151;SPC AR N     -   477,399.41  1,556,887.48   sFT  0.99993644   +0 28 44.2
 FF2151;UTM  15      - 3,945,787.201   665,058.115   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV6505845787(NAD 83)
 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  NAD 83(2007)-  35 38 31.67014(N)    091 10 36.90938(W) AD(2002.00) 0
 FF2151  ELLIP H (02/10/07)   44.913  (m)                       GP(2002.00)    
 FF2151  ELLIP H (07/20/01)   44.920  (m)                       GP(       ) 4 1
 FF2151  NAD 83(1997)-  35 38 31.66954(N)    091 10 36.90923(W) AD(       ) B
 FF2151  ELLIP H (09/19/97)   44.954  (m)                       GP(       ) 4 1
 FF2151  NAD 83(1986)-  35 38 31.68139(N)    091 10 36.91084(W) AD(       ) 1
 FF2151  NAVD 88 (09/19/97)   72.46   (m)  GEOID96  model used  GPS OBS        
 FF2151  NGVD 29 (11/13/90)   72.42   (m)  RAPSU86  model used  GPS OBS        
 FF2151
 FF2151.Superseded values are not recommended for survey control.
 FF2151
 FF2151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2151.See file dsdata.pdf to determine how the superseded data were derived.
 FF2151
 FF2151_MARKER: I = METAL ROD
 FF2151_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 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 - January 30, 2017
 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  HISTORY     - 20170130 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.
 FF2151
 FF2151                          STATION RECOVERY (2017)
 FF2151
 FF2151'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2017 (MRY)
 FF2151'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF2152 ***********************************************************************
 FF2152  DESIGNATION -  NEWSPORT AZ MK
 FF2152  PID         -  FF2152
 FF2152  STATE/COUNTY-  AR/JACKSON
 FF2152  COUNTRY     -  US
 FF2152  USGS QUAD   -  TUCKERMAN (2017)
 FF2152
 FF2152                         *CURRENT SURVEY CONTROL
 FF2152  ______________________________________________________________________
 FF2152* NAD 83(1997) POSITION- 35 38 13.79940(N) 091 10 37.26681(W)   ADJUSTED
 FF2152* NAD 83(1997) ELLIP HT-    44.672 (meters)        (09/24/01)   ADJUSTED
 FF2152* NAVD 88 ORTHO HEIGHT -    72.2   (meters)      237.    (feet) VERTCON3
 FF2152  ______________________________________________________________________
 FF2152  GEOID HEIGHT    -        -27.581 (meters)                     GEOID18
 FF2152  NAD 83(1997) X  -   -106,601.572 (meters)                     COMP
 FF2152  NAD 83(1997) Y  - -5,188,500.120 (meters)                     COMP
 FF2152  NAD 83(1997) Z  -  3,695,573.248 (meters)                     COMP
 FF2152  LAPLACE CORR    -         -0.06  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF2152.GEOID18 height accuracy estimate available here.
 FF2152
 FF2152.Click photographs - Photos may exist for this station.
 FF2152
 FF2152.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF2152
 FF2152.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF2152
 FF2152.The ellipsoidal height was determined by GPS observations
 FF2152.and is referenced to NAD 83.
 FF2152
 FF2152. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV6505945236(NAD 83)
 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)   44.706  (m)                       GP(       ) 4 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)  RAPSU86  model used  GPS OBS        
 FF2152
 FF2152.Superseded values are not recommended for survey control.
 FF2152
 FF2152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2152.See file dsdata.pdf to determine how the superseded data were derived.
 FF2152
 FF2152_MARKER: I = METAL ROD
 FF2152_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 DL0719 ***********************************************************************
 DL0719  DESIGNATION -  NICHOLS 1 BOLT
 DL0719  PID         -  DL0719
 DL0719  STATE/COUNTY-  AR/MILLER
 DL0719  COUNTRY     -  US
 DL0719  USGS QUAD   -  DODDRIDGE NE (2017)
 DL0719
 DL0719                         *CURRENT SURVEY CONTROL
 DL0719  ______________________________________________________________________
 DL0719* NAD 83(1986) POSITION- 33 09 45.     (N) 093 47 11.     (W)   SCALED
 DL0719* NAVD 88 ORTHO HEIGHT -    65.28  (+/-2cm)      214.2   (feet) VERTCON3
 DL0719  ______________________________________________________________________
 DL0719  GEOID HEIGHT    -        -26.602 (meters)                     GEOID18
 DL0719  VERT ORDER      -  ? (See Below)
 DL0719
 DL0719.The horizontal coordinates were scaled from a 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
 DL0719.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0719.GEOID18 height accuracy estimate available here.
 DL0719
 DL0719.The vertical order pertains to the NGVD 29 superseded value.
 DL0719
 DL0719.Click photographs - Photos may exist for this station.
 DL0719
 DL0719;                    North         East    Units  Estimated Accuracy
 DL0719;SPC AR S     -   456,450.      233,370.      MT  (+/- 180 meters Scaled)
 DL0719
 DL0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS266695(NAD 83)
 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
 DL0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0719.See file dsdata.pdf to determine how the superseded data were derived.
 DL0719
 DL0719_MARKER: B = BOLT
 DL0719_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL0719_SP_SET: UNDERGROUND STONE
 DL0719_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0719
 DL0719  HISTORY     - Date     Condition        Report By
 DL0719  HISTORY     - UNK      MONUMENTED       USACE
 DL0719  HISTORY     - 1965     MARK NOT FOUND   CGS
 DL0719
 DL0719                          STATION DESCRIPTION
 DL0719
 DL0719'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DL0721 ***********************************************************************
 DL0721  DESIGNATION -  NICHOLS 2 BOLT
 DL0721  PID         -  DL0721
 DL0721  STATE/COUNTY-  AR/MILLER
 DL0721  COUNTRY     -  US
 DL0721  USGS QUAD   -  DODDRIDGE NE (2017)
 DL0721
 DL0721                         *CURRENT SURVEY CONTROL
 DL0721  ______________________________________________________________________
 DL0721* NAD 83(1986) POSITION- 33 09 45.     (N) 093 47 11.     (W)   SCALED
 DL0721* NAVD 88 ORTHO HEIGHT -    64.91  (+/-2cm)      213.0   (feet) VERTCON3
 DL0721  ______________________________________________________________________
 DL0721  GEOID HEIGHT    -        -26.602 (meters)                     GEOID18
 DL0721  VERT ORDER      -  ? (See Below)
 DL0721
 DL0721.The horizontal coordinates were scaled from a 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
 DL0721.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0721.GEOID18 height accuracy estimate available here.
 DL0721
 DL0721.The vertical order pertains to the NGVD 29 superseded value.
 DL0721
 DL0721.Click photographs - Photos may exist for this station.
 DL0721
 DL0721;                    North         East    Units  Estimated Accuracy
 DL0721;SPC AR S     -   456,450.      233,370.      MT  (+/- 180 meters Scaled)
 DL0721
 DL0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS266695(NAD 83)
 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
 DL0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0721.See file dsdata.pdf to determine how the superseded data were derived.
 DL0721
 DL0721_MARKER: B = BOLT
 DL0721_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL0721_SP_SET: UNDERGROUND STONE
 DL0721_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0721
 DL0721  HISTORY     - Date     Condition        Report By
 DL0721  HISTORY     - UNK      MONUMENTED       USACE
 DL0721  HISTORY     - 1965     MARK NOT FOUND   CGS
 DL0721
 DL0721                          STATION DESCRIPTION
 DL0721
 DL0721'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EH3053 ***********************************************************************
 EH3053  DESIGNATION -  NICHOLS RESET
 EH3053  PID         -  EH3053
 EH3053  STATE/COUNTY-  AR/LONOKE
 EH3053  COUNTRY     -  US
 EH3053  USGS QUAD   -  CARLISLE (2017)
 EH3053
 EH3053                         *CURRENT SURVEY CONTROL
 EH3053  ______________________________________________________________________
 EH3053* NAD 83(1997) POSITION- 34 51 43.32420(N) 091 43 28.54722(W)   ADJUSTED
 EH3053* NAVD 88 ORTHO HEIGHT -    69.    (meters)      226.    (feet) SCALED
 EH3053  ______________________________________________________________________
 EH3053  GEOID HEIGHT    -        -27.020 (meters)                     GEOID18
 EH3053  LAPLACE CORR    -         -0.61  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH3053.GEOID18 height accuracy estimate available here.
 EH3053
 EH3053.Click photographs - Photos may exist for this station.
 EH3053
 EH3053.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH3053
 EH3053. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999341  x   1.00002266  =   1.00001607
 EH3053!UTM  15      -   0.99999341  x   0.99976751  =   0.99976092
 EH3053
 EH3053:                Primary Azimuth Mark                     Grid Az
 EH3053:SPC AR S     -  LONOKE E BASE                            184 59 05.6
 EH3053:UTM  15      -  LONOKE E BASE                            184 24 35.7
 EH3053
 EH3053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU1658158485(NAD 83)
 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
 EH3053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3053.See file dsdata.pdf to determine how the superseded data were derived.
 EH3053
 EH3053_MARKER: DS = TRIANGULATION STATION DISK
 EH3053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH3053_STAMPING: NICHOLS 1934 1967
 EH3053_MARK LOGO: CGS
 EH3053_PROJECTION: RECESSED 7 CENTIMETERS
 EH3053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH3053+STABILITY: SURFACE MOTION
 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, T3N, R7W AND IN PASTURE 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 = MARCH 20, 2026 22:17:28 EDT
 DL1346 ***********************************************************************
 DL1346  DESIGNATION -  NICK SPRINGS LOT 8 3 AFC
 DL1346  PID         -  DL1346
 DL1346  STATE/COUNTY-  AR/UNION
 DL1346  COUNTRY     -  US
 DL1346  USGS QUAD   -  EL DORADO EAST (2017)
 DL1346
 DL1346                         *CURRENT SURVEY CONTROL
 DL1346  ______________________________________________________________________
 DL1346* NAD 83(1997) POSITION- 33 12 38.71106(N) 092 33 11.66304(W)   ADJUSTED
 DL1346  ______________________________________________________________________
 DL1346  GEOID HEIGHT    -        -26.253 (meters)                     GEOID18
 DL1346  LAPLACE CORR    -          0.26  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1346.GEOID18 height accuracy estimate available here.
 DL1346
 DL1346.Click photographs - Photos may exist for this station.
 DL1346
 DL1346.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1346
 DL1346. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS4163574740(NAD 83)
 DL1346
 DL1346                          SUPERSEDED SURVEY CONTROL
 DL1346
 DL1346  NAD 83(1993)-  33 12 38.72033(N)    092 33 11.65634(W) AD(       ) 3
 DL1346  NAD 83(1986)-  33 12 38.72299(N)    092 33 11.65478(W) AD(       ) 3
 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
 DL1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1346.See file dsdata.pdf to determine how the superseded data were derived.
 DL1346
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0986 ***********************************************************************
 GE0986  DESIGNATION -  NIMMONS
 GE0986  PID         -  GE0986
 GE0986  STATE/COUNTY-  AR/CLAY
 GE0986  COUNTRY     -  US
 GE0986  USGS QUAD   -  KENNETT NORTH (2017)
 GE0986
 GE0986                         *CURRENT SURVEY CONTROL
 GE0986  ______________________________________________________________________
 GE0986* NAD 83(1997) POSITION- 36 18 21.03161(N) 090 05 43.13844(W)   ADJUSTED
 GE0986* NAVD 88 ORTHO HEIGHT -    82.    (meters)      269.    (feet) SCALED
 GE0986  ______________________________________________________________________
 GE0986  GEOID HEIGHT    -        -28.541 (meters)                     GEOID18
 GE0986  LAPLACE CORR    -         -0.09  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0986.GEOID18 height accuracy estimate available here.
 GE0986
 GE0986.Click photographs - Photos may exist for this station.
 GE0986
 GE0986.The Laplace correction was computed from DEFLEC18 derived deflections.
 GE0986
 GE0986. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA6081121788(NAD 83)
 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
 GE0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0986.See file dsdata.pdf to determine how the superseded data were derived.
 GE0986
 GE0986_MARKER: DS = TRIANGULATION STATION DISK
 GE0986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0986_STAMPING: NIMMONS 1954
 GE0986_MARK LOGO: CGS
 GE0986_PROJECTION: FLUSH
 GE0986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0986+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1908 ***********************************************************************
 EJ1908  DESIGNATION -  NIMROD
 EJ1908  PID         -  EJ1908
 EJ1908  STATE/COUNTY-  AR/PERRY
 EJ1908  COUNTRY     -  US
 EJ1908  USGS QUAD   -  NIMROD (2017)
 EJ1908
 EJ1908                         *CURRENT SURVEY CONTROL
 EJ1908  ______________________________________________________________________
 EJ1908* NAD 83(1997) POSITION- 34 57 39.72876(N) 093 04 29.88108(W)   ADJUSTED
 EJ1908* NAVD 88 ORTHO HEIGHT -   142.    (meters)      466.    (feet) SCALED
 EJ1908  ______________________________________________________________________
 EJ1908  GEOID HEIGHT    -        -28.796 (meters)                     GEOID18
 EJ1908  LAPLACE CORR    -          3.28  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1908.GEOID18 height accuracy estimate available here.
 EJ1908
 EJ1908.Click photographs - Photos may exist for this station.
 EJ1908
 EJ1908.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1908
 EJ1908. The following values were computed from the NAD 83(1997) position.
 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     -   0.99998223  x   0.99999467  =   0.99997690
 EJ1908!UTM  15      -   0.99998223  x   0.99960058  =   0.99958282
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU9315568724(NAD 83)
 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
 EJ1908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1908.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1908
 EJ1908_MARKER: DS = TRIANGULATION STATION DISK
 EJ1908_SETTING: 66 = SET IN ROCK OUTCROP
 EJ1908_STAMPING: NIMROD 1940
 EJ1908_MARK LOGO: CGS
 EJ1908_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EJ1908+STABILITY: POSITION/ELEVATION WELL
 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 = MARCH 20, 2026 22:17:28 EDT
 FE2692 ***********************************************************************
 FE2692  DESIGNATION -  NINE
 FE2692  PID         -  FE2692
 FE2692  STATE/COUNTY-  AR/MISSISSIPPI
 FE2692  COUNTRY     -  US
 FE2692  USGS QUAD   -  ARMOREL (2017)
 FE2692
 FE2692                         *CURRENT SURVEY CONTROL
 FE2692  ______________________________________________________________________
 FE2692* NAD 83(2011) POSITION- 35 59 12.79703(N) 089 48 07.46050(W)   ADJUSTED
 FE2692* NAD 83(2011) ELLIP HT-    51.040 (meters)        (06/27/12)   ADJUSTED
 FE2692* NAD 83(2011) EPOCH   -  2010.00
 FE2692* NAVD 88 ORTHO HEIGHT -    79.3   (meters)      260.    (feet) GPS OBS
 FE2692  ______________________________________________________________________
 FE2692  NAVD 88 orthometric height was determined with an earlier geoid model
 FE2692  GEOID HEIGHT    -        -28.200 (meters)                     GEOID18
 FE2692  NAD 83(2011) X  -     17,848.947 (meters)                     COMP
 FE2692  NAD 83(2011) Y  - -5,166,864.273 (meters)                     COMP
 FE2692  NAD 83(2011) Z  -  3,727,044.542 (meters)                     COMP
 FE2692  LAPLACE CORR    -          0.45  (seconds)                    DEFLEC18
 FE2692
 FE2692  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FE2692  Standards:
 FE2692         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FE2692            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FE2692  -------------------------------------------------------------------
 FE2692  NETWORK    3.60  11.49           0.96   1.74   5.86      0.20704956
 FE2692  -------------------------------------------------------------------
 FE2692  Click here for local accuracies and other accuracy information.
 FE2692
 FE2692.The horizontal coordinates were established by GPS observations
 FE2692.and adjusted by the National Geodetic Survey in June 2012.
 FE2692
 FE2692.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FE2692.been affixed to the stable North American tectonic plate. See 
 FE2692.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FE2692
 FE2692.The horizontal coordinates are valid at the epoch date displayed above
 FE2692.which is a decimal equivalence of Year/Month/Day.
 FE2692
 FE2692.The orthometric height was determined by GPS observations and a
 FE2692.high-resolution geoid model.
 FE2692
 FE2692.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE2692.GEOID18 height accuracy estimate available here.
 FE2692
 FE2692.Click photographs - Photos may exist for this station.
 FE2692
 FE2692.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE2692
 FE2692.The Laplace correction was computed from DEFLEC18 derived deflections.
 FE2692
 FE2692.The ellipsoidal height was determined by GPS observations
 FE2692.and is referenced to NAD 83.
 FE2692
 FE2692. The following values were computed from the NAD 83(2011) position.
 FE2692
 FE2692;                    North         East     Units Scale Factor Converg.
 FE2692;SPC AR N     -   185,662.781   598,181.785   MT  0.99996056   +1 16 44.3
 FE2692;SPC AR N     -   609,128.64  1,962,534.74   sFT  0.99996056   +1 16 44.3
 FE2692;SPC MO E     -    17,262.125   312,934.435   MT  0.99998212   +0 24 36.4
 FE2692;SPC TN       -   190,119.464   257,237.107   MT  0.99995195   -2 13 33.2
 FE2692;SPC TN       -   623,750.27    843,952.08   sFT  0.99995195   -2 13 33.2
 FE2692;UTM  16      - 3,986,125.544   247,382.655   MT  1.00038640   -1 38 50.5
 FE2692
 FE2692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE2692!SPC AR N     -   0.99999199  x   0.99996056  =   0.99995255
 FE2692!SPC MO E     -   0.99999199  x   0.99998212  =   0.99997411
 FE2692!SPC TN       -   0.99999199  x   0.99995195  =   0.99994394
 FE2692!UTM  16      -   0.99999199  x   1.00038640  =   1.00037839
 FE2692
 FE2692:                Primary Azimuth Mark                     Grid Az
 FE2692:SPC AR N     -  NINE AZ MK                               326 50 23.4
 FE2692:SPC MO E     -  NINE AZ MK                               327 42 31.3
 FE2692:SPC TN       -  NINE AZ MK                               330 20 40.9
 FE2692:UTM  16      -  NINE AZ MK                               329 45 58.2
 FE2692
 FE2692_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE4738286125(NAD 83)
 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                                         3280707.7 |
 FE2692|---------------------------------------------------------------------|
 FE2692
 FE2692                          SUPERSEDED SURVEY CONTROL
 FE2692
 FE2692  NAD 83(2007)-  35 59 12.79709(N)    089 48 07.46139(W) AD(2002.00) 0
 FE2692  ELLIP H (02/10/07)   51.063  (m)                       GP(2002.00)    
 FE2692  NAD 83(1997)-  35 59 12.79705(N)    089 48 07.46189(W) AD(       ) 2
 FE2692  ELLIP H (09/14/99)   51.188  (m)                       GP(       ) 4 1
 FE2692  NAD 83(1995)-  35 59 12.79865(N)    089 48 07.46334(W) AD(       ) 2
 FE2692  NAD 83(1990)-  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)  GEOID96  model used  GPS OBS        
 FE2692  NGVD 29 (07/09/92)   79.0    (m)  UNKNOWN  model used  GPS OBS        
 FE2692
 FE2692.Superseded values are not recommended for survey control.
 FE2692
 FE2692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2692.See file dsdata.pdf to determine how the superseded data were derived.
 FE2692
 FE2692_MARKER: DS = TRIANGULATION STATION DISK
 FE2692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 NOT SUITABLE FOR
 FE2692+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2008
 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  HISTORY     - 20080729 GOOD             USACE
 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.
 FE2692
 FE2692                          STATION RECOVERY (2008)
 FE2692
 FE2692'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2008 (DLB)
 FE2692'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL1421 ***********************************************************************
 DL1421  DESIGNATION -  NIX
 DL1421  PID         -  DL1421
 DL1421  STATE/COUNTY-  AR/CLARK
 DL1421  COUNTRY     -  US
 DL1421  USGS QUAD   -  SPARKMAN NW (2017)
 DL1421
 DL1421                         *CURRENT SURVEY CONTROL
 DL1421  ______________________________________________________________________
 DL1421* NAD 83(1997) POSITION- 33 54 14.60594(N) 092 56 44.91070(W)   ADJUSTED
 DL1421* NAVD 88 ORTHO HEIGHT -   108.6   (meters)      356.    (feet) VERTCON3
 DL1421  ______________________________________________________________________
 DL1421  GEOID HEIGHT    -        -26.510 (meters)                     GEOID18
 DL1421  LAPLACE CORR    -          1.66  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1421.GEOID18 height accuracy estimate available here.
 DL1421
 DL1421.Click photographs - Photos may exist for this station.
 DL1421
 DL1421.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1421
 DL1421. The following values were computed from the NAD 83(1997) position.
 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     -  NIX AZ MK                                267 34 35.1
 DL1421:UTM  15      -  NIX AZ MK                                267 01 00.6
 DL1421
 DL1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT0501051519(NAD 83)
 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(1993)-  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
 DL1421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1421.See file dsdata.pdf to determine how the superseded data were derived.
 DL1421
 DL1421_MARKER: DS = TRIANGULATION STATION DISK
 DL1421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1421_STAMPING: NIX 1941
 DL1421_MARK LOGO: CGS
 DL1421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1421+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FE2651 ***********************************************************************
 FE2651  DESIGNATION -  NODENA
 FE2651  PID         -  FE2651
 FE2651  STATE/COUNTY-  AR/MISSISSIPPI
 FE2651  COUNTRY     -  US
 FE2651  USGS QUAD   -  NODENA (2017)
 FE2651
 FE2651                         *CURRENT SURVEY CONTROL
 FE2651  ______________________________________________________________________
 FE2651* NAD 83(1997) POSITION- 35 32 49.18319(N) 089 57 03.35283(W)   ADJUSTED
 FE2651* NAVD 88 ORTHO HEIGHT -    79.2   (meters)      260.    (feet) VERTCON3
 FE2651  ______________________________________________________________________
 FE2651  GEOID HEIGHT    -        -27.497 (meters)                     GEOID18
 FE2651  LAPLACE CORR    -          2.13  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE2651.GEOID18 height accuracy estimate available here.
 FE2651
 FE2651.Click photographs - Photos may exist for this station.
 FE2651
 FE2651.The Laplace correction was computed from DEFLEC18 derived deflections.
 FE2651
 FE2651. The following values were computed from the NAD 83(1997) position.
 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  =   1.00047385
 FE2651!UTM  15      -   0.99999188  x   1.00054163  =   1.00053351
 FE2651
 FE2651:                Primary Azimuth Mark                     Grid Az
 FE2651:SPC AR N     -  NODENA AZ MK                             305 22 35.9
 FE2651:SPC TN       -  NODENA AZ MK                             308 52 55.3
 FE2651:UTM  16      -  NODENA AZ MK                             308 17 08.2
 FE2651:UTM  15      -  NODENA AZ MK                             304 47 42.9
 FE2651
 FE2651_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3248837712(NAD 83)
 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(1995)-  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
 FE2651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2651.See file dsdata.pdf to determine how the superseded data were derived.
 FE2651
 FE2651_MARKER: DH = HORIZONTAL CONTROL DISK
 FE2651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2651_STAMPING: NODENA 1979
 FE2651_MARK LOGO: NGS
 FE2651_PROJECTION: FLUSH
 FE2651_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FE2651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE2651+STABILITY: SURFACE MOTION
 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 OF
 FE2651'OSCEOLA, 8.37 KILOMETERS (5-1/2 MI.) EAST-SOUTHEAST OF WILSON AND ATOP
 FE2651'THE WEST LEVEE OF THE MISSISSIPPI RIVER.  PERMISSION FOR THE STATION
 FE2651'WAS OBTAINED FROM ST. FRANCIS LEVEE DISTRICT, MR. B.B. FAIR, CHIEF
 FE2651'ENGINEER, P.O. BOX 308, WEST MEMPHIS, ARKANSAS, 72301. TELEPHONE
 FE2651'735-1062.
 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 LEFT AND
 FE2651'GO NORTH ON U.S. HIGHWAY 61 FOR 0.15 MILE (0.24 KM.) TO A CROSSROAD.
 FE2651'TURN RIGHT AND GO EAST ON A PAVED ROAD FOR 0.8 MILE (1.29 KM.) TO THE
 FE2651'END OF PAVEMENT AND A GRAVEL ROAD LEFT.  TURN LEFT AND GO NORTHERLY,
 FE2651'ALONG THE WEST SIDE OF A LEVEE FOR 0.35 MILE (0.56 KM.) TO THE TOP OF
 FE2651'THE LEVEE, A GATE AND A CATTLEGUARD.  TURN LEFT, THROUGH THE GATE, AND
 FE2651'GO NORTHEASTERLY ON TOP OF THE LEVEE FOR 4.95 MILE (7.97 KM.) TO A
 FE2651'CATTLEGUARD AND THE AZIMUTH MARK ON THE LEFT. CONTINUE EASTERLY FOR
 FE2651'0.3 MILE (0.  (0.48 KM.) TO MILEPOST 98/99 AND BENCH MARK X 214 ON THE
 FE2651'LEFT.  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 STAMPED ---NODENA 1979---, SET INTO
 FE2651'THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH
 FE2651'GROUND.  IT IS LOCATED 13.5 METERS SOUTH-SOUTHEAST FROM THE CENTER OF
 FE2651'THE LEVEE ROAD, 2.3 METERS SOUTHEAST FROM A METAL WITNESS POST AND 1
 FE2651'METER NORTHEAST FROM THE CENTER OF THE WING LEVEE.  THE UNDERGROUND
 FE2651'MARK IS IS A STANDARD NGS DISK STAMPED ---NODENA 1979---, SET INTO THE
 FE2651'TOP OF AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE GROUND.
 FE2651'
 FE2651'REFERENCE MARK NUMBER 01 IS A STANDARD NGS DISK STAMPED
 FE2651'---NODENA NO 1 1979---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FE2651'3 CM IN DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 4.0 METERS EAST
 FE2651'FROM THE CENTER OF THE LEVEE ROAD AND 0.35 METER WEST-SOUTHWEST FROM A
 FE2651'METAL WITNESS POST.  MARK IS BELOW STATION 0.3 METER.
 FE2651'
 FE2651'REFERENCE MARK NUMBER 02 IS A STANDARD NGS DISK STAMPED
 FE2651'---NODENA NO 2 1979---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FE2651'30 CM IN DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 4.0 METERS SOUTH
 FE2651'FROM THE CENTER OF THE LEVEE ROAD AND 0.4 METER NORTHEAST FROM A METAL
 FE2651'WITNESS POST.  MARK IS BELOW STATION 0.3 METER.
 FE2651'
 FE2651'AZIMUTH MARK NUMBER 01 IS A STANDARD NGS DISK STAMPED
 FE2651'---NODENA 1979---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM
 FE2651'IN DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 4.5 METERS SOUTH FROM
 FE2651'THE CENTER OF THE LEVEE ROAD, 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 = MARCH 20, 2026 22:17:28 EDT
 FE2657 ***********************************************************************
 FE2657  DESIGNATION -  NODENA AZ MK
 FE2657  PID         -  FE2657
 FE2657  STATE/COUNTY-  AR/MISSISSIPPI
 FE2657  COUNTRY     -  US
 FE2657  USGS QUAD   -  NODENA (2017)
 FE2657
 FE2657                         *CURRENT SURVEY CONTROL
 FE2657  ______________________________________________________________________
 FE2657* NAD 83(1997) POSITION- 35 33 00.07994(N) 089 57 21.32750(W)   ADJUSTED
 FE2657* NAVD 88 ORTHO HEIGHT -    78.4   (meters)      257.    (feet) VERTCON3
 FE2657  ______________________________________________________________________
 FE2657  GEOID HEIGHT    -        -27.507 (meters)                     GEOID18
 FE2657  LAPLACE CORR    -          2.08  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE2657.GEOID18 height accuracy estimate available here.
 FE2657
 FE2657.Click photographs - Photos may exist for this station.
 FE2657
 FE2657.The Laplace correction was computed from DEFLEC18 derived deflections.
 FE2657
 FE2657. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999201  x   0.99993611  =   0.99992812
 FE2657!SPC TN       -   0.99999201  x   0.99996062  =   0.99995263
 FE2657!UTM  16      -   0.99999201  x   1.00048489  =   1.00047689
 FE2657!UTM  15      -   0.99999201  x   1.00053848  =   1.00053048
 FE2657
 FE2657_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3204538062(NAD 83)
 FE2657
 FE2657                          SUPERSEDED SURVEY CONTROL
 FE2657
 FE2657  NAD 83(1995)-  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
 FE2657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2657.See file dsdata.pdf to determine how the superseded data were derived.
 FE2657
 FE2657_MARKER: DZ = AZIMUTH MARK DISK
 FE2657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2657_STAMPING: NODENA 1979
 FE2657_MARK LOGO: NGS
 FE2657_PROJECTION: FLUSH
 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             USACE
 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 ARMY CORPS OF ENGINEERS 2000 (JMH)
 FE2657'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1789 ***********************************************************************
 FG1789  DESIGNATION -  NOGO
 FG1789  PID         -  FG1789
 FG1789  STATE/COUNTY-  AR/POPE
 FG1789  COUNTRY     -  US
 FG1789  USGS QUAD   -  SOLO (2017)
 FG1789
 FG1789                         *CURRENT SURVEY CONTROL
 FG1789  ______________________________________________________________________
 FG1789* NAD 83(1997) POSITION- 35 35 49.46485(N) 092 54 20.04916(W)   ADJUSTED
 FG1789* NAVD 88 ORTHO HEIGHT -   491.    (meters)     1611.    (feet) SCALED
 FG1789  ______________________________________________________________________
 FG1789  GEOID HEIGHT    -        -28.254 (meters)                     GEOID18
 FG1789  LAPLACE CORR    -          1.72  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1789.GEOID18 height accuracy estimate available here.
 FG1789
 FG1789.Click photographs - Photos may exist for this station.
 FG1789
 FG1789.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1789
 FG1789. The following values were computed from the NAD 83(1997) position.
 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  =   0.99986333
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV0855339263(NAD 83)
 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
 FG1789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1789.See file dsdata.pdf to determine how the superseded data were derived.
 FG1789
 FG1789_MARKER: DS = TRIANGULATION STATION DISK
 FG1789_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FG1789_STAMPING: NOGO 1954
 FG1789_MARK LOGO: CGS
 FG1789_MAGNETIC: P = MARKER IS A STEEL PIPE
 FG1789_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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, T11N, R18W, ON THE SOUTH END OF A HIGH
 FG1789'TIMBERED RIDGE, ABOUT 12 MILES SOUTH AND 2-1/4 MILES WEST OF WITTS
 FG1789'SPRINGS, 9-1/4 MILES NORTH AND 3-3/4 MILES OF HECTOR AND 5 FEET
 FG1789'NORTHWEST OF A 4 X 4 INCH WHITE WITNESS POST.
 FG1789'
 FG1789'TO REACH THE STATION FROM THE HECTOR POST OFFICE, GO NORTH ON STATE
 FG1789'HIGHWAY 27 FOR 3.15 MILES TO A T-INTERSECTION, TURN RIGHT AND FOLLOW
 FG1789'THE FORK MOUNTAIN ROAD FOR 3.35 MILES TO A NARROW CONCRETE BRIDGE,
 FG1789'CONTINUE ON THE MAIN ROAD FOR 6.6 MILES TO A TRIANGLE-BLAZED 24-INCH
 FG1789'OAK TREE ON THE LEFT AND END OF TRUCK TRAVEL, FROM HERE PACK WEST UP
 FG1789'STEEP SLOPE FOR 100 YARDS TO HIGHEST POINT ON SOUTH END OF RIDGE AND
 FG1789'STATION.
 FG1789'
 FG1789'THE STATION MARK IS A STANDARD DISK BRAZED TO THE TOP OF A 2-INCH SOIL
 FG1789'PIPE WHICH PROJECTS 8 INCHES.  THE DISK IS STAMPED NOGO 1954.
 FG1789'
 FG1789'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 FG1789'THE TOP OF AN 18 BY 24 INCH BOULDER WHICH PROJECTS 10 INCHES.  IT IS
 FG1789'23 FEET SOUTHEAST OF A 24 INCH TRIANGLE-BLAZED OAK TREE.  THE DISK IS
 FG1789'STAMPED NOGO NO 1 1954.
 FG1789'
 FG1789'REFERENCE MARK NO. 2 IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 FG1789'THE TOP OF A 16 BY 18 INCH BOULDER WHICH PROJECTS 2 INCHES.  IT IS 40
 FG1789'FEET SOUTHWEST OF A 24-INCH TRIANGLE-BLAZED OAK TREE.  THE DISK IS
 FG1789'STAMPED NOGO NO 2 1954.
 FG1789'
 FG1789'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.  HEIGHT OF LIGHT ABOVE
 FG1789'STATION MARK 1 METER.
 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.  RM 1 GOOD AL POST 2 FEET E. WITH F.S. (54-2) PROP. BOUNDARY
 FG1789'SIGN ON BACKWARDS.  RM 2 GOOD AL POST 2 FEET W. WITH F.S. (54-2)
 FG1789'PROP. BOUND. SIGN ON BACKWARDS.  RD. NOW PAVED, ALL TREES GONE, PLACED
 FG1789'AL. POST WITH (54-9) SIGN AT TOP OF RD BANK, THENCE 200 FT WEST TO
 FG1789'STATION MARK WITH A 4 FOOT HIGH ROCK OUT CROP HALFWAY TO STATION MARK.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL1344 ***********************************************************************
 DL1344  DESIGNATION -  NORPHLET
 DL1344  PID         -  DL1344
 DL1344  STATE/COUNTY-  AR/UNION
 DL1344  COUNTRY     -  US
 DL1344  USGS QUAD   -  SMACKOVER (2017)
 DL1344
 DL1344                         *CURRENT SURVEY CONTROL
 DL1344  ______________________________________________________________________
 DL1344* NAD 83(1997) POSITION- 33 20 20.73023(N) 092 40 11.88773(W)   ADJUSTED
 DL1344* NAVD 88 ORTHO HEIGHT -    78.    (meters)      256.    (feet) SCALED
 DL1344  ______________________________________________________________________
 DL1344  GEOID HEIGHT    -        -26.284 (meters)                     GEOID18
 DL1344  LAPLACE CORR    -         -0.01  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1344.GEOID18 height accuracy estimate available here.
 DL1344
 DL1344.Click photographs - Photos may exist for this station.
 DL1344
 DL1344.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1344
 DL1344. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999189  x   0.99999156  =   0.99998345
 DL1344!UTM  15      -   0.99999189  x   0.99961163  =   0.99960352
 DL1344
 DL1344:                Primary Azimuth Mark                     Grid Az
 DL1344:SPC AR S     -  NORPHLET AZ MK                           164 20 32.5
 DL1344:UTM  15      -  NORPHLET AZ MK                           163 47 09.6
 DL1344
 DL1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS3071188928(NAD 83)
 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(1993)-  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
 DL1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1344.See file dsdata.pdf to determine how the superseded data were derived.
 DL1344
 DL1344_MARKER: DS = TRIANGULATION STATION DISK
 DL1344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1344_STAMPING: NORPHLET 1952
 DL1344_MARK LOGO: CGS
 DL1344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1344+STABILITY: SURFACE MOTION
 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  HISTORY     - 20110228 MARK NOT FOUND   INDIV
 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, 2 MILES
 DL1344'NORTH-NORTHWEST OF NORPHLET, 79 FEET WEST OF THE NORTHWEST CONCRETE
 DL1344'FOOTING OF THE LOOKOUT TOWER AND 37 FEET SOUTHEAST OF A 12-INCH OAK
 DL1344'TREE, ON THE HIGHEST POINT IN THE IMMEDIATE VICINITY.
 DL1344'
 DL1344'TO REACH THE STATION FROM THE RAILROAD DEPOT IN NORPHLET, CROSS THE
 DL1344'TRACKS, TURN LEFT AND GO NORTHWEST ON A GRAVELED ROAD FOR 0.25 MILE TO
 DL1344'A T-JUNCTION, TURN RIGHT AND GO NORTH AND EAST FOR 0.45 MILE TO A
 DL1344'CROSS ROAD AT A STORE ON THE LEFT, TURN LEFT AND GO NORTHERLY FOR 1.0
 DL1344'MILE TO A SIDE ROAD ON THE RIGHT, TURN RIGHT AND GO NORTHEASTERLY FOR
 DL1344'0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE NORTH FOR 0.25
 DL1344'MILE TO THE HIGHEST POINT AND THE STATION.
 DL1344'
 DL1344'THE STATION MARK PROJECTS 1 INCH AND THE DISK IS STAMPED NORPHLET
 DL1344'1952.
 DL1344'
 DL1344'REFERENCE MARK NO. 1 IS SET IN THE CENTER OF THE BASE OF THE LOOKOUT
 DL1344'TOWER.  IT PROJECTS 4 INCHES AND THE DISK IS STAMPED NORPHLET NO 1
 DL1344'1952.
 DL1344'
 DL1344'REFERENCE MARK NO. 2 IS 28 FEET EAST OF A FENCE CORNER AND 1 FOOT
 DL1344'NORTH OF A FENCE.  IT PROJECTS 6 INCHES AND THE DISK IS STAMPED
 DL1344'NORPHLET NO 2 1952.
 DL1344'
 DL1344'THE AZIMUTH MARK IS AT THE WEST EDGE OF A TRIANGLE FORMED BY 3 ROADS
 DL1344'AND 25 FEET NORTHWEST OF A POWER LINE POLE.  IT PROJECTS 4 INCHES AND
 DL1344'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 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 INCO 1981 (ED)
 DL1344'NORPHLET 1952 RECOVERED GOOD.  REF. MARKS NOT SEARCHED FOR.  DISTANCE
 DL1344'AND DIRECTION FROM NEAREST TOWN--4 MI. E-SE OF SMACKOVER.  2 MI.
 DL1344'NORTH-NORTHWEST OF NORPHLET.
 DL1344
 DL1344                          STATION RECOVERY (2011)
 DL1344
 DL1344'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (GSS)
 DL1344'COULD NOT FIND MARK.  FOUND APPROX. ONE FOOT DIA. CONCRETE CYLINDER,
 DL1344'BROKEN AND LAYING ON GROUND, WITH ROUND INDENTATION AND HOLE (AS IF
 DL1344'DISK REMOVED), BETWEEN DESCRIBED POSITION AND EVIDENCE OF LOOKOUT
 DL1344'TOWER (DL1343).  REFERENCE MARK 1 NOT FOUND.  REFERENCE MARK 2 NOT
 DL1344'LOOKED FOR - NO APPARENT EVIDENCE OF FENCE.  AZIMUTH MARK FOUND IN
 DL1344'GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL1345 ***********************************************************************
 DL1345  DESIGNATION -  NORPHLET MUNICIPAL TANK
 DL1345  PID         -  DL1345
 DL1345  STATE/COUNTY-  AR/UNION
 DL1345  COUNTRY     -  US
 DL1345  USGS QUAD   -  SMACKOVER (2017)
 DL1345
 DL1345                         *CURRENT SURVEY CONTROL
 DL1345  ______________________________________________________________________
 DL1345* NAD 83(1997) POSITION- 33 19 00.75692(N) 092 39 56.36784(W)   ADJUSTED
 DL1345  ______________________________________________________________________
 DL1345  GEOID HEIGHT    -        -26.288 (meters)                     GEOID18
 DL1345  LAPLACE CORR    -         -0.10  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1345.GEOID18 height accuracy estimate available here.
 DL1345
 DL1345.Click photographs - Photos may exist for this station.
 DL1345
 DL1345.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1345
 DL1345. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS3112086466(NAD 83)
 DL1345
 DL1345                          SUPERSEDED SURVEY CONTROL
 DL1345
 DL1345  NAD 83(1993)-  33 19 00.76616(N)    092 39 56.36073(W) AD(       ) 3
 DL1345  NAD 83(1986)-  33 19 00.76890(N)    092 39 56.35985(W) AD(       ) 3
 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
 DL1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1345.See file dsdata.pdf to determine how the superseded data were derived.
 DL1345
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1323 ***********************************************************************
 DL1323  DESIGNATION -  NORRIS
 DL1323  PID         -  DL1323
 DL1323  STATE/COUNTY-  AR/UNION
 DL1323  COUNTRY     -  US
 DL1323  USGS QUAD   -  NEW LONDON (2017)
 DL1323
 DL1323                         *CURRENT SURVEY CONTROL
 DL1323  ______________________________________________________________________
 DL1323* NAD 83(1997) POSITION- 33 12 05.09488(N) 092 21 53.61705(W)   ADJUSTED
 DL1323* NAVD 88 ORTHO HEIGHT -    73.    (meters)      240.    (feet) SCALED
 DL1323  ______________________________________________________________________
 DL1323  GEOID HEIGHT    -        -26.208 (meters)                     GEOID18
 DL1323  LAPLACE CORR    -          0.48  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1323.GEOID18 height accuracy estimate available here.
 DL1323
 DL1323.Click photographs - Photos may exist for this station.
 DL1323
 DL1323.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1323
 DL1323. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999266  x   1.00002332  =   1.00001598
 DL1323!UTM  15      -   0.99999266  x   0.99964320  =   0.99963586
 DL1323
 DL1323:                Primary Azimuth Mark                     Grid Az
 DL1323:SPC AR S     -  STRONG WEST BASE                         142 52 25.3
 DL1323:UTM  15      -  STRONG WEST BASE                         142 19 18.1
 DL1323
 DL1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS5919473795(NAD 83)
 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(1993)-  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
 DL1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1323.See file dsdata.pdf to determine how the superseded data were derived.
 DL1323
 DL1323_MARKER: DS = TRIANGULATION STATION DISK
 DL1323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1323_STAMPING: NORRIS 1952
 DL1323_MARK LOGO: CGS
 DL1323_PROJECTION: FLUSH
 DL1323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1323+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GG0657 ***********************************************************************
 GG0657  DESIGNATION -  NORTH TWIN
 GG0657  PID         -  GG0657
 GG0657  STATE/COUNTY-  AR/BENTON
 GG0657  COUNTRY     -  US
 GG0657  USGS QUAD   -  GALLATIN (2017)
 GG0657
 GG0657                         *CURRENT SURVEY CONTROL
 GG0657  ______________________________________________________________________
 GG0657* NAD 83(1997) POSITION- 36 09 41.99267(N) 094 22 40.66088(W)   ADJUSTED
 GG0657* NAVD 88 ORTHO HEIGHT -   427.    (meters)     1401.    (feet) SCALED
 GG0657  ______________________________________________________________________
 GG0657  GEOID HEIGHT    -        -28.252 (meters)                     GEOID18
 GG0657  LAPLACE CORR    -          1.23  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0657.GEOID18 height accuracy estimate available here.
 GG0657
 GG0657.Click photographs - Photos may exist for this station.
 GG0657
 GG0657.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0657
 GG0657. The following values were computed from the NAD 83(1997) position.
 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     -   0.99993740  x   0.99998662  =   0.99992402
 GG0657!SPC OK N     -   0.99993740  x   0.99994541  =   0.99988281
 GG0657!UTM  15      -   0.99993740  x   0.99978928  =   0.99972669
 GG0657
 GG0657:                Primary Azimuth Mark                     Grid Az
 GG0657:SPC AR N     -  NORTH TWIN AZ MK                         040 30 20.2
 GG0657:SPC OK N     -  NORTH TWIN AZ MK                         036 59 03.7
 GG0657:UTM  15      -  NORTH TWIN AZ MK                         039 56 06.3
 GG0657
 GG0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA7605702759(NAD 83)
 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(1993)-  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
 GG0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0657.See file dsdata.pdf to determine how the superseded data were derived.
 GG0657
 GG0657_MARKER: DS = TRIANGULATION STATION DISK
 GG0657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0657_STAMPING: NORTH TWIN 1935
 GG0657_MARK LOGO: CGS
 GG0657_PROJECTION: PROJECTING 10 CENTIMETERS
 GG0657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0657+STABILITY: SURFACE MOTION
 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  HISTORY     - 20100416 MARK NOT FOUND   AR-007
 GG0657  HISTORY     - 20140126 GOOD             GEOCAC
 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.
 GG0657
 GG0657                          STATION RECOVERY (2010)
 GG0657
 GG0657'RECOVERY NOTE BY BENTON COUNTY ARKANSAS 2010 (GT)
 GG0657'MARK NOT FOUND.
 GG0657
 GG0657                          STATION RECOVERY (2014)
 GG0657
 GG0657'RECOVERY NOTE BY GEOCACHING 2014 (JAP)
 GG0657'RECOVERED AS DESCRIBED.  FOUND SAID MARK ON A HIKING TRIP TO VICINITY.
 GG0657'MARK IS SET IN A SQUARE CONCRETE BASE RISING APPROXIMATELY 8 INCHES
 GG0657'ABOVE GROUND SURFACE.  MARK IS BESIDE AN OBVIOUS CAMPING AREA AT THE
 GG0657'END OF A SPUR TRAIL OFF OF LAKE WEDINGTON TRAIL, SAID SPUR TRAIL
 GG0657'LEADING TO THE TOP OF TWIN MOUNTAIN NORTH.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH2899 ***********************************************************************
 EH2899  DESIGNATION -  NUT
 EH2899  PID         -  EH2899
 EH2899  STATE/COUNTY-  AR/LEE
 EH2899  COUNTRY     -  US
 EH2899  USGS QUAD   -  GARRETT GROVE (2017)
 EH2899
 EH2899                         *CURRENT SURVEY CONTROL
 EH2899  ______________________________________________________________________
 EH2899* NAD 83(1997) POSITION- 34 46 46.81539(N) 091 02 46.61698(W)   ADJUSTED
 EH2899* NAVD 88 ORTHO HEIGHT -    56.96  (+/-2cm)      186.9   (feet) VERTCON3
 EH2899  ______________________________________________________________________
 EH2899  GEOID HEIGHT    -        -26.732 (meters)                     GEOID18
 EH2899  LAPLACE CORR    -          0.53  (seconds)                    DEFLEC18
 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
 EH2899.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2899.GEOID18 height accuracy estimate available here.
 EH2899
 EH2899.The vertical order pertains to the NGVD 29 superseded value.
 EH2899
 EH2899.Click photographs - Photos may exist for this station.
 EH2899
 EH2899.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2899
 EH2899. The following values were computed from the NAD 83(1997) position.
 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;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     -   0.99999525  x   1.00000293  =   0.99999818
 EH2899!UTM  15      -   0.99999525  x   0.99999390  =   0.99998915
 EH2899
 EH2899:                Primary Azimuth Mark                     Grid Az
 EH2899:SPC AR S     -  NUT AZ MK                                356 54 54.1
 EH2899:UTM  15      -  NUT AZ MK                                356 20 02.6
 EH2899
 EH2899_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU7876850348(NAD 83)
 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(1993)-  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              56.97   (m)          186.9    (f) LEVELING    3  
 EH2899
 EH2899.Superseded values are not recommended for survey control.
 EH2899
 EH2899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2899.See file dsdata.pdf to determine how the superseded data were derived.
 EH2899
 EH2899_MARKER: DS = TRIANGULATION STATION DISK
 EH2899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2899_STAMPING: NUT 1965
 EH2899_MARK LOGO: CGS
 EH2899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2899+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DM2750 ***********************************************************************
 DM2750  SACS        -  This is a Secondary Airport Control Station.
 DM2750  DESIGNATION -  NWARA 2
 DM2750  PID         -  DM2750
 DM2750  STATE/COUNTY-  AR/BENTON
 DM2750  COUNTRY     -  US
 DM2750  USGS QUAD   -  CENTERTON (2017)
 DM2750
 DM2750                         *CURRENT SURVEY CONTROL
 DM2750  ______________________________________________________________________
 DM2750* NAD 83(2011) POSITION- 36 17 42.41309(N) 094 18 41.57253(W)   ADJUSTED
 DM2750* NAD 83(2011) ELLIP HT-   363.855 (meters)        (06/27/12)   ADJUSTED
 DM2750* NAD 83(2011) EPOCH   -  2010.00
 DM2750* NAVD 88 ORTHO HEIGHT -   391.97  (meters)     1286.0   (feet) GPS OBS
 DM2750  ______________________________________________________________________
 DM2750  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DM2750  GEOID HEIGHT    -        -28.094 (meters)                     GEOID09
 DM2750  GEOID HEIGHT    -        -28.141 (meters)                     GEOID18
 DM2750  NAD 83(2011) X  -   -386,948.150 (meters)                     COMP
 DM2750  NAD 83(2011) Y  - -5,132,410.081 (meters)                     COMP
 DM2750  NAD 83(2011) Z  -  3,754,849.801 (meters)                     COMP
 DM2750  LAPLACE CORR    -         -0.25  (seconds)                    DEFLEC18
 DM2750
 DM2750  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM2750  Standards:
 DM2750         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM2750            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM2750  -------------------------------------------------------------------
 DM2750  NETWORK    0.68   0.43           0.31   0.23   0.22      0.07493182
 DM2750  -------------------------------------------------------------------
 DM2750  Click here for local accuracies and other accuracy information.
 DM2750
 DM2750.This mark is at Northwest Regional Airport (XNA)
 DM2750
 DM2750.The horizontal coordinates were established by GPS observations
 DM2750.and adjusted by the National Geodetic Survey in June 2012.
 DM2750
 DM2750.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM2750.been affixed to the stable North American tectonic plate. See 
 DM2750.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM2750
 DM2750.The horizontal coordinates are valid at the epoch date displayed above
 DM2750.which is a decimal equivalence of Year/Month/Day.
 DM2750
 DM2750.The orthometric height was determined by GPS observations and a
 DM2750.high-resolution geoid model.
 DM2750
 DM2750.GPS derived orthometric heights for airport stations designated as
 DM2750.PACS or SACS are published to 2 decimal places.  This maintains
 DM2750.centimeter relative accuracy between the PACS and SACS.  It does
 DM2750.not indicate centimeter accuracy relative to other marks which are
 DM2750.part of the published vertical control network.
 DM2750
 DM2750.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM2750.GEOID18 height accuracy estimate available here.
 DM2750
 DM2750.Click photographs - Photos may exist for this station.
 DM2750
 DM2750.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM2750
 DM2750.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM2750
 DM2750.The ellipsoidal height was determined by GPS observations
 DM2750.and is referenced to NAD 83.
 DM2750
 DM2750. The following values were computed from the NAD 83(2011) position.
 DM2750
 DM2750;                    North         East     Units Scale Factor Converg.
 DM2750;SPC AR N     -   220,088.748   192,378.018   MT  1.00001280   -1 20 42.3
 DM2750;SPC AR N     -   722,074.50    631,160.21   sFT  1.00001280   -1 20 42.3
 DM2750;UTM  15      - 4,017,479.764   382,232.181   MT  0.99977088   -0 46 35.2
 DM2750
 DM2750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM2750!SPC AR N     -   0.99994290  x   1.00001280  =   0.99995570
 DM2750!UTM  15      -   0.99994290  x   0.99977088  =   0.99971379
 DM2750
 DM2750_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA8223217479(NAD 83)
 DM2750
 DM2750                          SUPERSEDED SURVEY CONTROL
 DM2750
 DM2750  NAD 83(2007)-  36 17 42.41315(N)    094 18 41.57313(W) AD(2002.00) 1
 DM2750  ELLIP H (08/05/10)  363.829  (m)                       GP(2002.00) 3 2
 DM2750
 DM2750.Superseded values are not recommended for survey control.
 DM2750
 DM2750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM2750.See file dsdata.pdf to determine how the superseded data were derived.
 DM2750
 DM2750_MARKER: DD = SURVEY DISK
 DM2750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM2750_STAMPING: N.W.A.R.A. CONTROL NO. 2
 DM2750_MARK LOGO: NONE
 DM2750_PROJECTION: PROJECTING 0 CENTIMETERS
 DM2750_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM2750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM2750+STABILITY: SURFACE MOTION
 DM2750_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM2750+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2010
 DM2750
 DM2750  HISTORY     - Date     Condition        Report By
 DM2750  HISTORY     - 19960320 MONUMENTED       AIRDAT
 DM2750  HISTORY     - 20100225 GOOD             MCCENG
 DM2750
 DM2750                          STATION DESCRIPTION
 DM2750
 DM2750'DESCRIBED BY MCCLELLAND ENGINEERS 2010 (DLM)
 DM2750'THE STATION IS LOCATED, 18 KM (11.20 MI) NORTHWEST OF SPRINGDALE, 14
 DM2750'KM (8.70 MI) SOUTH-SOUTHWEST OF BENTONVILLE, 1.8 KM (1.10 MI) NORTH OF
 DM2750'HIGHFILL, AT THE NORTHWEST ARKANSAS REGIONAL AIRPORT NEAR THE NORTH
 DM2750'END OF THE AIRPORT ON A 4 FT SQUARE CONCRETE STRUCTURE NORTH-NORTHEAST
 DM2750'OF THE RUNWAY, NORTH-NORTHWEST OF EAST PARALLEL TAXIWAY.  FOR ACCESS
 DM2750'AND SECURITY BADGES TO THE AIRPORT, CONTACT--KELLY L JOHNSON AAE,
 DM2750'AIRPORT MANAGER, OR, MARK H MELLINGER, DIRECTOR OF OPERATIONS--ONE
 DM2750'AIRPORT BOULEVARD, SUITE 100, BENTONVILLE, ARKANSAS 72712.
 DM2750'PHONE--501-205-1000.  FAX--501-205-1001.  OWNERSHIP--NORTHWEST
 DM2750'ARKANSAS REGIONAL AIRPORT AUTHORITY.  NOTE--(24 HOUR NOTICE).
 DM2750'
 DM2750'TO REACH THE TERMINAL FROM THE INTERSECTION OF STATE ROUTE 264 AND THE
 DM2750'AIRPORT ENTRANCE ROAD IN HIGHFILL, GO NORTH ON THE AIRPORT ENTRANCE
 DM2750'ROAD FOR 1.6 KM (1.00 MI) TO THE AIRPORT TERMINAL ON THE RIGHT.
 DM2750'AIRPORT ADMINISTRATION OFFICE IS LOCATED ON SECOND FLOOR.  TO REACH
 DM2750'THE STATION FROM THE INTERSECTION OF STATE ROUTE 264 AND THE AIRPORT
 DM2750'ENTRANCE ROAD IN HIGHFILL, DRIVE NORTH ON THE AIRPORT ENTRANCE ROAD
 DM2750'FOR 1.1 KM (0.70 MI) TO REGIONAL ROAD ON THE RIGHT.  TURN RIGHT
 DM2750'(NORTHEAST) FOR 1.8 KM (1.10 MI) TO TOWER DRIVE.  TURN LEFT (WEST) ON
 DM2750'TOWER DRIVE FOR 0.56 KM (0.35 MI) TO THE AIRPORT ACCESS GATE NORTHEAST
 DM2750'OF THE 'FIRE-RESCUE BUILDING'.  PASS THROUGH THE GATE AND TURN RIGHT
 DM2750'(NORTHWEST) ON PERIMETER ROAD FOR 1.8 KM (1.15 MI) TO THE INTERSECTION
 DM2750'WITH SERVICE ROAD.  TURN LEFT (SW) ONTO SERVICE ROAD AND CONTINUE 107
 DM2750'M (350 FT) TO THE FIRST BEND IN ROAD.
 DM2750'
 DM2750'THE MARK IS A 2 INCH (5 CM) ALUMINUM CAP STAMPED--N.W.A.R.A. CONTROL
 DM2750'NO. 2--.  THE MARK IS SET IN THE TOP OF A 1.4 FT (0.4 M) DIAMETER
 DM2750'CONCRETE PIER SURROUNDED BY A 4 FT (1.2 M) SQUARE CONCRETE PAD.  THE
 DM2750'PIER DEPTH IS GREATER THAN 2.5 FT (0.8 M) BELOW GROUND. THE MARK
 DM2750'PROJECTS 0.5 CM (0.2 INCHES) ABOVE THE CONCRETE STRUCTURE.  STATION IS
 DM2750'LOCATED 216 M (709 FT) NORTH-NORTHEAST TO THE APPROACH END OF RUNWAY
 DM2750'16.  STATION IS LOCATED 187 M (615 FT) NORTH-NORTHWEST OF THE NORTHERN
 DM2750'EDGE OF TAXIWAY BRAVO.  THE STATION IS LOCATED 39 M (129 FT) SOUTHWEST
 DM2750'FROM THE  MID-RADIUS OF STATED FIRST BEND IN SERVICE ROAD.
 DM2750'STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0270 ***********************************************************************
 EJ0270  DESIGNATION -  O
 EJ0270  PID         -  EJ0270
 EJ0270  STATE/COUNTY-  AR/PULASKI
 EJ0270  COUNTRY     -  US
 EJ0270  USGS QUAD   -  LITTLE ROCK (2017)
 EJ0270
 EJ0270                         *CURRENT SURVEY CONTROL
 EJ0270  ______________________________________________________________________
 EJ0270* NAD 83(1986) POSITION- 34 44 54.     (N) 092 16 21.     (W)   SCALED
 EJ0270* NAVD 88 ORTHO HEIGHT -    87.939 (meters)      288.51  (feet) ADJUSTED
 EJ0270  ______________________________________________________________________
 EJ0270  GEOID HEIGHT    -        -26.653 (meters)                     GEOID18
 EJ0270  DYNAMIC HEIGHT  -         87.857 (meters)      288.24  (feet) COMP
 EJ0270  MODELED GRAVITY -    979,710.3   (mgal)                       NAVD 88
 EJ0270
 EJ0270  VERT ORDER      -  SECOND    CLASS I
 EJ0270
 EJ0270.The horizontal coordinates were scaled from a map and have
 EJ0270.an estimated accuracy of +/- 6 seconds.
 EJ0270
 EJ0270.The orthometric height was determined by differential leveling and
 EJ0270.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0270.in June 2022.
 EJ0270
 EJ0270.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0270.GEOID18 height accuracy estimate available here.
 EJ0270
 EJ0270.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU665453(NAD 83)
 EJ0270
 EJ0270                          SUPERSEDED SURVEY CONTROL
 EJ0270
 EJ0270  NAVD 88 (06/15/91)   87.942  (m)          288.52   (f) SUPERSEDED  1 2
 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
 EJ0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0270.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0270
 EJ0270_MARKER: Q = CHISELED SQUARE
 EJ0270_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0270_PROJECTION: FLUSH
 EJ0270_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0270
 EJ0270  HISTORY     - Date     Condition        Report By
 EJ0270  HISTORY     - 1887     MONUMENTED       CGS
 EJ0270  HISTORY     - 1955     GOOD             CGS
 EJ0270  HISTORY     - 1984     MARK NOT FOUND   NGS
 EJ0270  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 EJ0270
 EJ0270                          STATION DESCRIPTION
 EJ0270
 EJ0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0465 ***********************************************************************
 GE0465  DESIGNATION -  O 1
 GE0465  PID         -  GE0465
 GE0465  STATE/COUNTY-  AR/SHARP
 GE0465  COUNTRY     -  US
 GE0465  USGS QUAD   -  HARDY (2017)
 GE0465
 GE0465                         *CURRENT SURVEY CONTROL
 GE0465  ______________________________________________________________________
 GE0465* NAD 83(1986) POSITION- 36 18 53.3    (N) 091 29 09.0    (W)   HD_HELD2
 GE0465* NAVD 88 ORTHO HEIGHT -   109.136 (meters)      358.06  (feet) ADJUSTED
 GE0465  ______________________________________________________________________
 GE0465  GEOID HEIGHT    -        -28.410 (meters)                     GEOID18
 GE0465  DYNAMIC HEIGHT  -        109.045 (meters)      357.76  (feet) COMP
 GE0465  MODELED GRAVITY -    979,800.2   (mgal)                       NAVD 88
 GE0465
 GE0465  VERT ORDER      -  FIRST     CLASS II
 GE0465
 GE0465.The horizontal coordinates were established by autonomous hand held GPS
 GE0465.observations and have an estimated accuracy of +/- 10 meters.
 GE0465
 GE0465.The orthometric height was determined by differential leveling and
 GE0465.adjusted by the NATIONAL GEODETIC SURVEY
 GE0465.in June 1991.
 GE0465
 GE0465.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0465.GEOID18 height accuracy estimate available here.
 GE0465
 GE0465.Click photographs - Photos may exist for this station.
 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     -   219,957.      446,175.      MT  (+/- 10 meters HH2 GPS)
 GE0465
 GE0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA3592819929(NAD 83)
 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
 GE0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0465.See file dsdata.pdf to determine how the superseded data were derived.
 GE0465
 GE0465_MARKER: DB = BENCH MARK DISK
 GE0465_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GE0465_SP_SET: CULVERT 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 - September 01, 2021
 GE0465
 GE0465  HISTORY     - Date     Condition        Report By
 GE0465  HISTORY     - 1928     MONUMENTED       CGS
 GE0465  HISTORY     - 1955     GOOD             CGS
 GE0465  HISTORY     - 19920402 GOOD             NGS
 GE0465  HISTORY     - 20151104 GOOD             USACEL
 GE0465  HISTORY     - 20210901 GOOD             ARHD
 GE0465
 GE0465                          STATION DESCRIPTION
 GE0465
 GE0465'DESCRIBED BY COAST AND 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.
 GE0465
 GE0465                          STATION RECOVERY (2015)
 GE0465
 GE0465'RECOVERY NOTE BY USACE LITTLE ROCK 2015 (SCC)
 GE0465'FOUND IN GOOD CONDITION.  IT WAS COVERED WITH BALLAST.
 GE0465
 GE0465                          STATION RECOVERY (2021)
 GE0465
 GE0465'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2021 (JDH)
 GE0465'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0010 ***********************************************************************
 FF0010  DESIGNATION -  O 10 4
 FF0010  PID         -  FF0010
 FF0010  STATE/COUNTY-  AR/POINSETT
 FF0010  COUNTRY     -  US
 FF0010  USGS QUAD   -  MARKED TREE (2017)
 FF0010
 FF0010                         *CURRENT SURVEY CONTROL
 FF0010  ______________________________________________________________________
 FF0010* NAD 83(1986) POSITION- 35 33 39.     (N) 090 26 18.     (W)   SCALED
 FF0010* NAVD 88 ORTHO HEIGHT -    69.488 (meters)      227.98  (feet) ADJUSTED
 FF0010  ______________________________________________________________________
 FF0010  GEOID HEIGHT    -        -27.736 (meters)                     GEOID18
 FF0010  DYNAMIC HEIGHT  -         69.427 (meters)      227.78  (feet) COMP
 FF0010  MODELED GRAVITY -    979,756.6   (mgal)                       NAVD 88
 FF0010
 FF0010  VERT ORDER      -  FIRST     CLASS II
 FF0010
 FF0010.The horizontal coordinates were scaled from a map and have
 FF0010.an estimated accuracy of +/- 6 seconds.
 FF0010
 FF0010.The orthometric height was determined by differential leveling and
 FF0010.adjusted by the NATIONAL GEODETIC SURVEY
 FF0010.in June 1991.
 FF0010
 FF0010.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0010.GEOID18 height accuracy estimate available here.
 FF0010
 FF0010.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV321382(NAD 83)
 FF0010
 FF0010                          SUPERSEDED SURVEY CONTROL
 FF0010
 FF0010  NGVD 29 (11/26/84)   69.422  (m)          227.76   (f) ADJUSTED    1 2
 FF0010
 FF0010.Superseded values are not recommended for survey control.
 FF0010
 FF0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0010.See file dsdata.pdf to determine how the superseded data were derived.
 FF0010
 FF0010_MARKER: DD = SURVEY DISK
 FF0010_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF0010_STAMPING: O-10-4
 FF0010_MARK LOGO: USACE
 FF0010_PROJECTION: PROJECTING 5 CENTIMETERS
 FF0010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0010
 FF0010  HISTORY     - Date     Condition        Report By
 FF0010  HISTORY     - UNK      MONUMENTED       USACE
 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'ABOUT 2.1 MILES NORTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 FF0010'FROM THE STATION AT MARKED TREE, AT CROSSING OF A LEVEE AND THE TRACK,
 FF0010'30 1/2 FEET NORTHEAST OF NORTHEAST RAIL, 34 1/2 FEET NORTH-NORTHEAST
 FF0010'OF CENTER OF CROSSING OF TRACK AND TOP OF LEVEE, 60 FEET NORTH OF
 FF0010'CENTER OF CROSSING OF GRAVEL ROAD WHICH FOLLOWS THE LEVEE AND THE
 FF0010'TRACK, 17 FEET WEST-NORTHWEST OF CENTERLINE OF ROAD FOLLOWING THE
 FF0010'LEVEE, 17 1/2 FEET NORTH-NORTHEAST OF A CROSSING WARNING SIG, 75 FEET
 FF0010'NORTHWEST AND ACROSS ROAD FROM TELEPHONE POLE NO. 445/10, ABOUT 2 FEET
 FF0010'BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FF0010'2 INCHES.  NOTE-THE DISK IS NOT SET HORIZONTALLY IN CONCRETE POST AND
 FF0010'THE ROD WAS 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 = MARCH 20, 2026 22:17:28 EDT
 FF0650 ***********************************************************************
 FF0650  DESIGNATION -  O 12 16
 FF0650  PID         -  FF0650
 FF0650  STATE/COUNTY-  AR/ST FRANCIS
 FF0650  COUNTRY     -  US
 FF0650  USGS QUAD   -  CHATFIELD (2017)
 FF0650
 FF0650                         *CURRENT SURVEY CONTROL
 FF0650  ______________________________________________________________________
 FF0650* NAD 83(1997) POSITION- 35 04 40.13860(N) 090 29 45.48002(W)   ADJUSTED
 FF0650* NAVD 88 ORTHO HEIGHT -    63.270 (meters)      207.58  (feet) ADJUSTED
 FF0650  ______________________________________________________________________
 FF0650  GEOID HEIGHT    -        -27.076 (meters)                     GEOID18
 FF0650  LAPLACE CORR    -         -0.91  (seconds)                    DEFLEC18
 FF0650  DYNAMIC HEIGHT  -         63.213 (meters)      207.39  (feet) COMP
 FF0650  MODELED GRAVITY -    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 and
 FF0650.adjusted by the NATIONAL GEODETIC SURVEY
 FF0650.in June 1991.
 FF0650
 FF0650.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0650.GEOID18 height accuracy estimate available here.
 FF0650
 FF0650.Click photographs - Photos may exist for this station.
 FF0650
 FF0650.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU2830584540(NAD 83)
 FF0650
 FF0650                          SUPERSEDED SURVEY CONTROL
 FF0650
 FF0650  NAD 83(1995)-  35 04 40.14089(N)    090 29 45.47919(W) AD(       ) 2
 FF0650  NAD 83(1993)-  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 (11/26/84)   63.249  (m)          207.51   (f) ADJUSTED    1 2
 FF0650
 FF0650.Superseded values are not recommended for survey control.
 FF0650
 FF0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0650.See file dsdata.pdf to determine how the superseded data were derived.
 FF0650
 FF0650_MARKER: P = PIPE CAP
 FF0650_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF0650_STAMPING: O-12-16
 FF0650_MARK LOGO: USACE
 FF0650_MAGNETIC: P = MARKER IS A STEEL PIPE
 FF0650_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0650
 FF0650  HISTORY     - Date     Condition        Report By
 FF0650  HISTORY     - 1954     MONUMENTED       USACE
 FF0650  HISTORY     - 1956     GOOD             CGS
 FF0650  HISTORY     - 20030326 MARK NOT FOUND   USACE
 FF0650
 FF0650                          STATION DESCRIPTION
 FF0650
 FF0650'DESCRIBED BY US ARMY CORPS OF 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 = MARCH 20, 2026 22:17:28 EDT
 FF2044 ***********************************************************************
 FF2044  DESIGNATION -  O 12 70
 FF2044  PID         -  FF2044
 FF2044  STATE/COUNTY-  AR/CRITTENDEN
 FF2044  COUNTRY     -  US
 FF2044  USGS QUAD   -  CRAWFORDSVILLE (2017)
 FF2044
 FF2044                         *CURRENT SURVEY CONTROL
 FF2044  ______________________________________________________________________
 FF2044* NAD 83(1997) POSITION- 35 12 31.80747(N) 090 17 30.58985(W)   ADJUSTED
 FF2044* NAVD 88 ORTHO HEIGHT -    68.    (meters)      223.    (feet) SCALED
 FF2044  ______________________________________________________________________
 FF2044  GEOID HEIGHT    -        -27.306 (meters)                     GEOID18
 FF2044  LAPLACE CORR    -         -0.58  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF2044.GEOID18 height accuracy estimate available here.
 FF2044
 FF2044.Click photographs - Photos may exist for this station.
 FF2044
 FF2044.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF2044
 FF2044. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU4652699563(NAD 83)
 FF2044
 FF2044                          SUPERSEDED SURVEY CONTROL
 FF2044
 FF2044  NAD 83(1995)-  35 12 31.80821(N)    090 17 30.58937(W) AD(       ) 2
 FF2044  NAD 83(1993)-  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
 FF2044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2044.See file dsdata.pdf to determine how the superseded data were derived.
 FF2044
 FF2044_MARKER: DD = SURVEY DISK
 FF2044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2044_STAMPING: 0-12-70
 FF2044_MARK LOGO: USACE
 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       USACE
 FF2044  HISTORY     - 1954     GOOD             USACE
 FF2044  HISTORY     - 19901210 SEE DESCRIPTION  NGS
 FF2044
 FF2044                          STATION DESCRIPTION
 FF2044
 FF2044'DESCRIBED BY US ARMY CORPS OF 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 = MARCH 20, 2026 22:17:28 EDT
 GE0489 ***********************************************************************
 GE0489  DESIGNATION -  O 2
 GE0489  PID         -  GE0489
 GE0489  STATE/COUNTY-  AR/LAWRENCE
 GE0489  COUNTRY     -  US
 GE0489  USGS QUAD   -  BLACK ROCK (2017)
 GE0489
 GE0489                         *CURRENT SURVEY CONTROL
 GE0489  ______________________________________________________________________
 GE0489* NAD 83(1997) POSITION- 36 05 08.44019(N) 091 03 50.05027(W)   ADJUSTED
 GE0489* NAD 83(1997) ELLIP HT-    52.330 (meters)        (09/24/01)   ADJUSTED
 GE0489* NAVD 88 ORTHO HEIGHT -    80.451 (meters)      263.95  (feet) ADJUSTED
 GE0489  ______________________________________________________________________
 GE0489  GEOID HEIGHT    -        -28.118 (meters)                     GEOID18
 GE0489  NAD 83(1997) X  -    -95,816.816 (meters)                     COMP
 GE0489  NAD 83(1997) Y  - -5,159,557.747 (meters)                     COMP
 GE0489  NAD 83(1997) Z  -  3,735,909.475 (meters)                     COMP
 GE0489  LAPLACE CORR    -          0.85  (seconds)                    DEFLEC18
 GE0489  DYNAMIC HEIGHT  -         80.385 (meters)      263.73  (feet) COMP
 GE0489  MODELED GRAVITY -    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 and
 GE0489.adjusted by the NATIONAL GEODETIC SURVEY
 GE0489.in January 1995.
 GE0489
 GE0489.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0489.GEOID18 height accuracy estimate available here.
 GE0489
 GE0489.Click photographs - Photos may exist for this station.
 GE0489
 GE0489.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GE0489
 GE0489.The Laplace correction was computed from DEFLEC18 derived deflections.
 GE0489
 GE0489.The ellipsoidal height was determined by GPS observations
 GE0489.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV7431795186(NAD 83)
 GE0489
 GE0489                          SUPERSEDED SURVEY CONTROL
 GE0489
 GE0489  ELLIP H (09/14/99)   52.355  (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) SUPERSEDED  1 2
 GE0489  NGVD 29 (10/05/93)   80.361  (m)          263.65   (f) ADJUSTED    1 2
 GE0489  NGVD 29 (??/??/92)   80.404  (m)          263.79   (f) SUPERSEDED  1 2
 GE0489  NGVD 29              80.40   (m)          263.8    (f) LEVELING    3  
 GE0489
 GE0489.Superseded values are not recommended for survey control.
 GE0489
 GE0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0489.See file dsdata.pdf to determine how the superseded data were derived.
 GE0489
 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 22, 2013
 GE0489
 GE0489  HISTORY     - Date     Condition        Report By
 GE0489  HISTORY     - 1928     MONUMENTED       CGS
 GE0489  HISTORY     - 1953     GOOD             CGS
 GE0489  HISTORY     - 19900323 GOOD             NGS
 GE0489  HISTORY     - 19920323 GOOD             NGS
 GE0489  HISTORY     - 20021026 GOOD             USACE
 GE0489  HISTORY     - 20131022 GOOD             GRWAS
 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 COAST AND 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.
 GE0489
 GE0489                          STATION RECOVERY (2013)
 GE0489
 GE0489'RECOVERY NOTE BY GRW AERIAL SURVEY 2013 (CS)
 GE0489'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0739 ***********************************************************************
 FF0739  DESIGNATION -  O 3
 FF0739  PID         -  FF0739
 FF0739  STATE/COUNTY-  AR/CRAIGHEAD
 FF0739  COUNTRY     -  US
 FF0739  USGS QUAD   -  JONESBORO (2017)
 FF0739
 FF0739                         *CURRENT SURVEY CONTROL
 FF0739  ______________________________________________________________________
 FF0739* NAD 83(1986) POSITION- 35 49 45.     (N) 090 39 42.     (W)   SCALED
 FF0739* NAVD 88 ORTHO HEIGHT -    79.402 (meters)      260.50  (feet) ADJUSTED
 FF0739  ______________________________________________________________________
 FF0739  GEOID HEIGHT    -        -27.837 (meters)                     GEOID18
 FF0739  DYNAMIC HEIGHT  -         79.334 (meters)      260.28  (feet) COMP
 FF0739  MODELED GRAVITY -    979,780.8   (mgal)                       NAVD 88
 FF0739
 FF0739  VERT ORDER      -  FIRST     CLASS II
 FF0739
 FF0739.The horizontal coordinates were scaled from a map and have
 FF0739.an estimated accuracy of +/- 6 seconds.
 FF0739
 FF0739.The orthometric height was determined by differential leveling and
 FF0739.adjusted by the NATIONAL GEODETIC SURVEY
 FF0739.in June 1991.
 FF0739
 FF0739.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0739.GEOID18 height accuracy estimate available here.
 FF0739
 FF0739.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV112675(NAD 83)
 FF0739
 FF0739                          SUPERSEDED SURVEY CONTROL
 FF0739
 FF0739  NGVD 29 (11/26/84)   79.314  (m)          260.22   (f) ADJUSTED    1 2
 FF0739
 FF0739.Superseded values are not recommended for survey control.
 FF0739
 FF0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0739.See file dsdata.pdf to determine how the superseded data were derived.
 FF0739
 FF0739_MARKER: DB = BENCH MARK DISK
 FF0739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0739_STAMPING: 260.216 O 3 1928
 FF0739_MARK LOGO: CGS
 FF0739_PROJECTION: PROJECTING 51 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0235 ***********************************************************************
 FF0235  DESIGNATION -  O 5=RICEVILLE RM 2
 FF0235  PID         -  FF0235
 FF0235  STATE/COUNTY-  AR/CRITTENDEN
 FF0235  COUNTRY     -  US
 FF0235  USGS QUAD   -  FLETCHER LAKE (2017)
 FF0235
 FF0235                         *CURRENT SURVEY CONTROL
 FF0235  ______________________________________________________________________
 FF0235* NAD 83(1986) POSITION- 35 07 22.76   (N) 090 13 36.50   (W)   HD_HELD1
 FF0235* NAVD 88 ORTHO HEIGHT -    65.609 (meters)      215.25  (feet) ADJUSTED
 FF0235  ______________________________________________________________________
 FF0235  GEOID HEIGHT    -        -27.279 (meters)                     GEOID18
 FF0235  DYNAMIC HEIGHT  -         65.550 (meters)      215.06  (feet) COMP
 FF0235  MODELED GRAVITY -    979,732.7   (mgal)                       NAVD 88
 FF0235
 FF0235  VERT ORDER      -  FIRST     CLASS II
 FF0235
 FF0235.The horizontal coordinates were determined by differentially corrected
 FF0235.hand held GPS observations or other comparable positioning techniques
 FF0235.and have an estimated accuracy of +/- 3 meters.
 FF0235
 FF0235.The orthometric height was determined by differential leveling and
 FF0235.adjusted by the NATIONAL GEODETIC SURVEY
 FF0235.in June 1991.
 FF0235
 FF0235.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0235.GEOID18 height accuracy estimate available here.
 FF0235
 FF0235.Click photographs - Photos may exist for this station.
 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     -    89,061.0     561,615.2     MT  (+/- 3 meters HH1 GPS) 
 FF0235
 FF0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU5271290202(NAD 83)
 FF0235
 FF0235                          SUPERSEDED SURVEY CONTROL
 FF0235
 FF0235  NGVD 29 (11/26/84)   65.584  (m)          215.17   (f) ADJUSTED    1 2
 FF0235
 FF0235.Superseded values are not recommended for survey control.
 FF0235
 FF0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0235.See file dsdata.pdf to determine how the superseded data were derived.
 FF0235
 FF0235_MARKER: DB = BENCH MARK DISK
 FF0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0235_STAMPING: O 5 1928 RM 2
 FF0235_MARK LOGO: CGS
 FF0235_PROJECTION: PROJECTING 5 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0165 ***********************************************************************
 GE0165  DESIGNATION -  O 8 3
 GE0165  PID         -  GE0165
 GE0165  STATE/COUNTY-  AR/GREENE
 GE0165  COUNTRY     -  US
 GE0165  USGS QUAD   -  PARAGOULD EAST (2017)
 GE0165
 GE0165                         *CURRENT SURVEY CONTROL
 GE0165  ______________________________________________________________________
 GE0165* NAD 83(1986) POSITION- 36 04 01.     (N) 090 25 35.     (W)   SCALED
 GE0165* NAVD 88 ORTHO HEIGHT -    78.408 (meters)      257.24  (feet) ADJUSTED
 GE0165  ______________________________________________________________________
 GE0165  GEOID HEIGHT    -        -28.267 (meters)                     GEOID18
 GE0165  DYNAMIC HEIGHT  -         78.342 (meters)      257.03  (feet) COMP
 GE0165  MODELED GRAVITY -    979,799.1   (mgal)                       NAVD 88
 GE0165
 GE0165  VERT ORDER      -  FIRST     CLASS II
 GE0165
 GE0165.The horizontal coordinates were scaled from a map and have
 GE0165.an estimated accuracy of +/- 6 seconds.
 GE0165
 GE0165.The orthometric height was determined by differential leveling and
 GE0165.adjusted by the NATIONAL GEODETIC SURVEY
 GE0165.in June 1991.
 GE0165
 GE0165.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0165.GEOID18 height accuracy estimate available here.
 GE0165
 GE0165.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV317944(NAD 83)
 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
 GE0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0165.See file dsdata.pdf to determine how the superseded data were derived.
 GE0165
 GE0165_MARKER: P = PIPE CAP
 GE0165_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GE0165_STAMPING: O-8-3
 GE0165_MARK LOGO: USACE
 GE0165_MAGNETIC: P = MARKER IS A STEEL PIPE
 GE0165_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0165
 GE0165  HISTORY     - Date     Condition        Report By
 GE0165  HISTORY     - UNK      MONUMENTED       USACE
 GE0165  HISTORY     - 1956     GOOD             CGS
 GE0165  HISTORY     - 20020503 MARK NOT FOUND   USACE
 GE0165
 GE0165                          STATION DESCRIPTION
 GE0165
 GE0165'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 GE0118 ***********************************************************************
 GE0118  DESIGNATION -  O 8 4
 GE0118  PID         -  GE0118
 GE0118  STATE/COUNTY-  AR/GREENE
 GE0118  COUNTRY     -  US
 GE0118  USGS QUAD   -  PARAGOULD EAST (2017)
 GE0118
 GE0118                         *CURRENT SURVEY CONTROL
 GE0118  ______________________________________________________________________
 GE0118* NAD 83(1986) POSITION- 36 04 00.     (N) 090 28 51.     (W)   SCALED
 GE0118* NAVD 88 ORTHO HEIGHT -    83.852 (meters)      275.10  (feet) ADJUSTED
 GE0118  ______________________________________________________________________
 GE0118  GEOID HEIGHT    -        -28.243 (meters)                     GEOID18
 GE0118  DYNAMIC HEIGHT  -         83.782 (meters)      274.87  (feet) COMP
 GE0118  MODELED GRAVITY -    979,794.9   (mgal)                       NAVD 88
 GE0118
 GE0118  VERT ORDER      -  FIRST     CLASS II
 GE0118
 GE0118.The horizontal coordinates were scaled from a map and have
 GE0118.an estimated accuracy of +/- 6 seconds.
 GE0118
 GE0118.The orthometric height was determined by differential leveling and
 GE0118.adjusted by the NATIONAL GEODETIC SURVEY
 GE0118.in June 1991.
 GE0118
 GE0118.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0118.GEOID18 height accuracy estimate available here.
 GE0118
 GE0118.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV268942(NAD 83)
 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
 GE0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0118.See file dsdata.pdf to determine how the superseded data were derived.
 GE0118
 GE0118_MARKER: P = PIPE CAP
 GE0118_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GE0118_STAMPING: O-8-4
 GE0118_MARK LOGO: USACE
 GE0118_PROJECTION: FLUSH
 GE0118_MAGNETIC: P = MARKER IS A STEEL PIPE
 GE0118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0118_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE0118+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2008
 GE0118
 GE0118  HISTORY     - Date     Condition        Report By
 GE0118  HISTORY     - UNK      MONUMENTED       USACE
 GE0118  HISTORY     - 1956     GOOD             CGS
 GE0118  HISTORY     - 20020502 GOOD             USACE
 GE0118  HISTORY     - 20081021 GOOD             ARHD
 GE0118
 GE0118                          STATION DESCRIPTION
 GE0118
 GE0118'DESCRIBED BY COAST AND 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.
 GE0118
 GE0118                          STATION RECOVERY (2008)
 GE0118
 GE0118'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2008 (WDA)
 GE0118'26.0 FEET SOUTH SOUTHEAST OF A DROP INLET
 GE0118'73.6 FEET SOUTHEAST OF AN 18 INCH CATALPA TREE
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GE0119 ***********************************************************************
 GE0119  DESIGNATION -  O 8 4 RM
 GE0119  PID         -  GE0119
 GE0119  STATE/COUNTY-  AR/GREENE
 GE0119  COUNTRY     -  US
 GE0119  USGS QUAD   -  PARAGOULD EAST (2017)
 GE0119
 GE0119                         *CURRENT SURVEY CONTROL
 GE0119  ______________________________________________________________________
 GE0119* NAD 83(1986) POSITION- 36 03 59.     (N) 090 28 59.     (W)   SCALED
 GE0119* NAVD 88 ORTHO HEIGHT -    84.053 (meters)      275.76  (feet) ADJUSTED
 GE0119  ______________________________________________________________________
 GE0119  GEOID HEIGHT    -        -28.242 (meters)                     GEOID18
 GE0119  DYNAMIC HEIGHT  -         83.983 (meters)      275.53  (feet) COMP
 GE0119  MODELED GRAVITY -    979,794.7   (mgal)                       NAVD 88
 GE0119
 GE0119  VERT ORDER      -  FIRST     CLASS II
 GE0119
 GE0119.The horizontal coordinates were scaled from a map and have
 GE0119.an estimated accuracy of +/- 6 seconds.
 GE0119
 GE0119.The orthometric height was determined by differential leveling and
 GE0119.adjusted by the NATIONAL GEODETIC SURVEY
 GE0119.in June 1991.
 GE0119
 GE0119.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0119.GEOID18 height accuracy estimate available here.
 GE0119
 GE0119.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV266942(NAD 83)
 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
 GE0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0119.See file dsdata.pdf to determine how the superseded data were derived.
 GE0119
 GE0119_MARKER: DD = SURVEY DISK
 GE0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0119_STAMPING: REF MARK
 GE0119_MARK LOGO: USACE
 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       USACE
 GE0119  HISTORY     - 1956     GOOD             CGS
 GE0119  HISTORY     - 20020503 MARK NOT FOUND   USACE
 GE0119
 GE0119                          STATION DESCRIPTION
 GE0119
 GE0119'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 GE0129 ***********************************************************************
 GE0129  DESIGNATION -  O 8 5
 GE0129  PID         -  GE0129
 GE0129  STATE/COUNTY-  AR/GREENE
 GE0129  COUNTRY     -  US
 GE0129  USGS QUAD   -  PARAGOULD EAST (2017)
 GE0129
 GE0129                         *CURRENT SURVEY CONTROL
 GE0129  ______________________________________________________________________
 GE0129* NAD 83(1986) POSITION- 36 07 00.     (N) 090 29 25.     (W)   SCALED
 GE0129* NAVD 88 ORTHO HEIGHT -    96.873 (meters)      317.82  (feet) ADJUSTED
 GE0129  ______________________________________________________________________
 GE0129  GEOID HEIGHT    -        -28.272 (meters)                     GEOID18
 GE0129  DYNAMIC HEIGHT  -         96.792 (meters)      317.56  (feet) COMP
 GE0129  MODELED GRAVITY -    979,798.5   (mgal)                       NAVD 88
 GE0129
 GE0129  VERT ORDER      -  FIRST     CLASS II
 GE0129
 GE0129.The horizontal coordinates were scaled from a map and have
 GE0129.an estimated accuracy of +/- 6 seconds.
 GE0129
 GE0129.The orthometric height was determined by differential leveling and
 GE0129.adjusted by the NATIONAL GEODETIC SURVEY
 GE0129.in June 1991.
 GE0129
 GE0129.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0129.GEOID18 height accuracy estimate available here.
 GE0129
 GE0129.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV258998(NAD 83)
 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
 GE0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0129.See file dsdata.pdf to determine how the superseded data were derived.
 GE0129
 GE0129_MARKER: DD = SURVEY DISK
 GE0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0129_STAMPING: 0-8-5
 GE0129_MARK LOGO: USACE
 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       USACE
 GE0129  HISTORY     - 1956     GOOD             CGS
 GE0129  HISTORY     - 20020731 MARK NOT FOUND   USACE
 GE0129
 GE0129                          STATION DESCRIPTION
 GE0129
 GE0129'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 GE0106 ***********************************************************************
 GE0106  DESIGNATION -  O 8 9
 GE0106  PID         -  GE0106
 GE0106  STATE/COUNTY-  AR/GREENE
 GE0106  COUNTRY     -  US
 GE0106  USGS QUAD   -  MARMADUKE (2017)
 GE0106
 GE0106                         *CURRENT SURVEY CONTROL
 GE0106  ______________________________________________________________________
 GE0106* NAD 83(1997) POSITION- 36 08 36.65601(N) 090 24 46.76119(W)   ADJUSTED
 GE0106* NAVD 88 ORTHO HEIGHT -    81.530 (meters)      267.49  (feet) ADJUSTED
 GE0106  ______________________________________________________________________
 GE0106  GEOID HEIGHT    -        -28.291 (meters)                     GEOID18
 GE0106  LAPLACE CORR    -         -0.30  (seconds)                    DEFLEC18
 GE0106  DYNAMIC HEIGHT  -         81.463 (meters)      267.27  (feet) COMP
 GE0106  MODELED GRAVITY -    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 and
 GE0106.adjusted by the NATIONAL GEODETIC SURVEY
 GE0106.in June 1991.
 GE0106
 GE0106.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0106.GEOID18 height accuracy estimate available here.
 GE0106
 GE0106.Click photographs - Photos may exist for this station.
 GE0106
 GE0106.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA3276202967(NAD 83)
 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  NGVD 29              81.52   (m)          267.5    (f) LEVELING    3  
 GE0106
 GE0106.Superseded values are not recommended for survey control.
 GE0106
 GE0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0106.See file dsdata.pdf to determine how the superseded data were derived.
 GE0106
 GE0106_MARKER: DD = SURVEY DISK
 GE0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0106_STAMPING: O-8-9
 GE0106_MARK LOGO: USACE
 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       USACE
 GE0106  HISTORY     - 1956     GOOD             CGS
 GE0106  HISTORY     - 20020801 MARK NOT FOUND   USACE
 GE0106
 GE0106                          STATION DESCRIPTION
 GE0106
 GE0106'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FF0087 ***********************************************************************
 FF0087  DESIGNATION -  O 9 17
 FF0087  PID         -  FF0087
 FF0087  STATE/COUNTY-  AR/CRAIGHEAD
 FF0087  COUNTRY     -  US
 FF0087  USGS QUAD   -  LEACHVILLE (2017)
 FF0087
 FF0087                         *CURRENT SURVEY CONTROL
 FF0087  ______________________________________________________________________
 FF0087* NAD 83(1997) POSITION- 35 53 26.75743(N) 090 21 01.51043(W)   ADJUSTED
 FF0087* NAVD 88 ORTHO HEIGHT -    71.821 (meters)      235.63  (feet) POSTED
 FF0087  ______________________________________________________________________
 FF0087  GEOID HEIGHT    -        -28.117 (meters)                     GEOID18
 FF0087  LAPLACE CORR    -         -0.03  (seconds)                    DEFLEC18
 FF0087  DYNAMIC HEIGHT  -         71.76  (meters)      235.4   (feet) COMP
 FF0087  MODELED GRAVITY -    979,782.6   (mgal)                       NAVD 88
 FF0087
 FF0087  HORZ ORDER      -  SECOND
 FF0087  VERT ORDER      -  * POSTED, 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
 FF0087.* This is a POSTED BENCH MARK height.
 FF0087
 FF0087.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0087.GEOID18 height accuracy estimate available here.
 FF0087
 FF0087.Click photographs - Photos may exist for this station.
 FF0087
 FF0087.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV3915675076(NAD 83)
 FF0087
 FF0087                          SUPERSEDED SURVEY CONTROL
 FF0087
 FF0087  NAD 83(1995)-  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              71.79   (m)          235.5    (f) LEVELING    3  
 FF0087  NGVD 29 (11/26/84)   71.788  (m)          235.52   (f) ADJUSTED    1 2
 FF0087
 FF0087.Superseded values are not recommended for survey control.
 FF0087
 FF0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0087.See file dsdata.pdf to determine how the superseded data were derived.
 FF0087
 FF0087_MARKER: P = PIPE CAP
 FF0087_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FF0087_STAMPING: O-9-17
 FF0087_MARK LOGO: USACE
 FF0087_PROJECTION: PROJECTING 13 CENTIMETERS
 FF0087_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0087
 FF0087  HISTORY     - Date     Condition        Report By
 FF0087  HISTORY     - 1955     MONUMENTED       USACE
 FF0087  HISTORY     - 1956     GOOD             CGS
 FF0087  HISTORY     - 20020723 MARK NOT FOUND   USACE
 FF0087
 FF0087                          STATION DESCRIPTION
 FF0087
 FF0087'DESCRIBED BY US ARMY CORPS OF 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, 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 = MARCH 20, 2026 22:17:28 EDT
 DO7490 ***********************************************************************
 DO7490  DESIGNATION -  O MURRAY
 DO7490  PID         -  DO7490
 DO7490  STATE/COUNTY-  AR/PULASKI
 DO7490  COUNTRY     -  US
 DO7490  USGS QUAD   -  NORTH LITTLE ROCK (2017)
 DO7490
 DO7490                         *CURRENT SURVEY CONTROL
 DO7490  ______________________________________________________________________
 DO7490* NAD 83(1986) POSITION- 34 47 44.82   (N) 092 21 24.29   (W)   HD_HELD1
 DO7490* NAVD 88 ORTHO HEIGHT -    76.331 (meters)      250.43  (feet) ADJUSTED
 DO7490  ______________________________________________________________________
 DO7490  GEOID HEIGHT    -        -26.845 (meters)                     GEOID18
 DO7490  DYNAMIC HEIGHT  -         76.260 (meters)      250.20  (feet) COMP
 DO7490  MODELED GRAVITY -    979,703.8   (mgal)                       NAVD 88
 DO7490
 DO7490  VERT ORDER      -  FIRST     CLASS II
 DO7490
 DO7490.The horizontal coordinates were determined by differentially corrected
 DO7490.hand held GPS observations or other comparable positioning techniques
 DO7490.and have an estimated accuracy of +/- 3 meters.
 DO7490
 DO7490.The orthometric height was determined by differential leveling and
 DO7490.adjusted by the NATIONAL GEODETIC SURVEY
 DO7490.in April 2014.
 DO7490
 DO7490.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7490.GEOID18 height accuracy estimate available here.
 DO7490
 DO7490.Click photographs - Photos may exist for this station.
 DO7490
 DO7490.The dynamic height is computed by dividing the NAVD 88
 DO7490.geopotential number by the normal gravity value computed on the
 DO7490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7490.degrees latitude (g = 980.6199 gals.).
 DO7490
 DO7490.The modeled gravity was interpolated from observed gravity values.
 DO7490
 DO7490;                    North         East    Units  Estimated Accuracy
 DO7490;SPC AR S     -   636,210.9     367,352.3     MT  (+/- 3 meters HH1 GPS) 
 DO7490
 DO7490_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5884350585(NAD 83)
 DO7490
 DO7490                          SUPERSEDED SURVEY CONTROL
 DO7490
 DO7490.No superseded survey control is available for this station.
 DO7490
 DO7490_MARKER: DB = BENCH MARK DISK
 DO7490_SETTING: 41 = SET IN A LARGE STRUCTURE WITH FOUNDATIONS ON BEDROCK
 DO7490_SP_SET: DAM
 DO7490_STAMPING: O MURRAY
 DO7490_MARK LOGO: USACE
 DO7490_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO7490_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DO7490+STABILITY: POSITION/ELEVATION WELL
 DO7490_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7490+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2016
 DO7490
 DO7490  HISTORY     - Date     Condition        Report By
 DO7490  HISTORY     - 20050612 MONUMENTED       USACE
 DO7490  HISTORY     - 20120523 GOOD             ARHD
 DO7490  HISTORY     - 20160502 GOOD             USACE
 DO7490
 DO7490                          STATION DESCRIPTION
 DO7490
 DO7490'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (JDH)
 DO7490'THE STATION IS LOCATED ABOUT 13.2 KM (8.2 MI) EAST-SOUTHEAST OF
 DO7490'PINNACLE, 8.7 KM (5.4 MI) WEST-NORTHWEST OF NORTH LITTLE ROCK AND 8.2
 DO7490'KM (5.1 MI) NORTHWEST OF LITTLE ROCK.
 DO7490'
 DO7490'TO REACH FROM THE INTERSECTION OF HIGHWAY 100 AND NORTH SHORE, GO
 DO7490'SOUTH ON NORTH SHORE FOR.06 MI THEN TURN RIGHT ON COOKS LANDING ROAD
 DO7490'AND GO 1 MI (1.6 KM) TO THE STATION ON THE RIGHT AT MURRY HYDRO PLANT.
 DO7490'IT IS 38 FT (11.6 M) SOUTH OF A CAMERA POLE, 27.5 FT (8.4 M) SOUTHEAST
 DO7490'OF THE SOUTH EAST CORNER OF THE HYDRO PLANT AND 1 FT (0.3 M) SOUTH OF
 DO7490'THE SOUTH WEST CORNER OF A GUARD RAIL, THE STATION IS ON THE EAST SIDE
 DO7490'OF THE MURRY HYDRO PLANT.
 DO7490
 DO7490                          STATION RECOVERY (2016)
 DO7490
 DO7490'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2016 (SCC)
 DO7490'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH3045 ***********************************************************************
 EH3045  DESIGNATION -  OAK
 EH3045  PID         -  EH3045
 EH3045  STATE/COUNTY-  AR/PRAIRIE
 EH3045  COUNTRY     -  US
 EH3045  USGS QUAD   -  DES ARC WEST (2017)
 EH3045
 EH3045                         *CURRENT SURVEY CONTROL
 EH3045  ______________________________________________________________________
 EH3045* NAD 83(1997) POSITION- 34 54 20.81906(N) 091 34 26.17395(W)   ADJUSTED
 EH3045* NAVD 88 ORTHO HEIGHT -    65.    (meters)      213.    (feet) SCALED
 EH3045  ______________________________________________________________________
 EH3045  GEOID HEIGHT    -        -27.109 (meters)                     GEOID18
 EH3045  LAPLACE CORR    -          0.11  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH3045.GEOID18 height accuracy estimate available here.
 EH3045
 EH3045.Click photographs - Photos may exist for this station.
 EH3045
 EH3045.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH3045
 EH3045. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999405  x   1.00003399  =   1.00002804
 EH3045!UTM  15      -   0.99999405  x   0.99980920  =   0.99980325
 EH3045
 EH3045:                Primary Azimuth Mark                     Grid Az
 EH3045:SPC AR S     -  FREDONIA RESET                           119 45 18.7
 EH3045:UTM  15      -  FREDONIA RESET                           119 10 39.1
 EH3045
 EH3045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU3028463522(NAD 83)
 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
 EH3045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3045.See file dsdata.pdf to determine how the superseded data were derived.
 EH3045
 EH3045_MARKER: DS = TRIANGULATION STATION DISK
 EH3045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH3045_STAMPING: OAK 1954
 EH3045_MARK LOGO: CGS
 EH3045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH3045+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0844 ***********************************************************************
 GF0844  DESIGNATION -  OAK HILL
 GF0844  PID         -  GF0844
 GF0844  STATE/COUNTY-  AR/CARROLL
 GF0844  COUNTRY     -  US
 GF0844  USGS QUAD   -  EUREKA SPRINGS (2017)
 GF0844
 GF0844                         *CURRENT SURVEY CONTROL
 GF0844  ______________________________________________________________________
 GF0844* NAD 83(1997) POSITION- 36 27 31.29203(N) 093 41 27.63255(W)   ADJUSTED
 GF0844* NAVD 88 ORTHO HEIGHT -   485.    (meters)     1591.    (feet) SCALED
 GF0844  ______________________________________________________________________
 GF0844  GEOID HEIGHT    -        -28.351 (meters)                     GEOID18
 GF0844  LAPLACE CORR    -         -0.35  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0844.GEOID18 height accuracy estimate available here.
 GF0844
 GF0844.Click photographs - Photos may exist for this station.
 GF0844
 GF0844.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0844
 GF0844. The following values were computed from the NAD 83(1997) position.
 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  =   0.99998063
 GF0844!SPC MO C     -   0.99992831  x   1.00007370  =   1.00000201
 GF0844!SPC MO W     -   0.99992831  x   1.00000594  =   0.99993425
 GF0844!UTM  15      -   0.99992831  x   0.99964723  =   0.99957557
 GF0844
 GF0844:                Primary Azimuth Mark                     Grid Az
 GF0844:SPC AR N     -  OAK HILL AZ MK                           272 08 19.6
 GF0844:SPC MO C     -  OAK HILL AZ MK                           271 51 45.3
 GF0844:SPC MO W     -  OAK HILL AZ MK                           270 40 26.5
 GF0844:UTM  15      -  OAK HILL AZ MK                           271 33 55.5
 GF0844
 GF0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA3808335047(NAD 83)
 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(1993)-  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
 GF0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0844.See file dsdata.pdf to determine how the superseded data were derived.
 GF0844
 GF0844_MARKER: DS = TRIANGULATION STATION DISK
 GF0844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0844_STAMPING: OAK HILL 1961
 GF0844_MARK LOGO: CGS
 GF0844_PROJECTION: PROJECTING 13 CENTIMETERS
 GF0844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0844+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FF2112 ***********************************************************************
 FF2112  DESIGNATION -  OAKS
 FF2112  PID         -  FF2112
 FF2112  STATE/COUNTY-  AR/POINSETT
 FF2112  COUNTRY     -  US
 FF2112  USGS QUAD   -  TRUMANN (2017)
 FF2112
 FF2112                         *CURRENT SURVEY CONTROL
 FF2112  ______________________________________________________________________
 FF2112* NAD 83(1997) POSITION- 35 38 32.76727(N) 090 31 06.45194(W)   ADJUSTED
 FF2112* NAVD 88 ORTHO HEIGHT -    66.    (meters)      217.    (feet) SCALED
 FF2112  ______________________________________________________________________
 FF2112  GEOID HEIGHT    -        -27.807 (meters)                     GEOID18
 FF2112  LAPLACE CORR    -         -0.47  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF2112.GEOID18 height accuracy estimate available here.
 FF2112
 FF2112.Click photographs - Photos may exist for this station.
 FF2112
 FF2112.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF2112
 FF2112. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999399  x   0.99993645  =   0.99993044
 FF2112!UTM  15      -   0.99999399  x   1.00022213  =   1.00021612
 FF2112
 FF2112:                Primary Azimuth Mark                     Grid Az
 FF2112:SPC AR N     -  TRUMANN FEDERAL COMPRESS W TK            016 32 48.1
 FF2112:UTM  15      -  TRUMANN FEDERAL COMPRESS W TK            015 57 43.7
 FF2112
 FF2112_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV2468347126(NAD 83)
 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(1995)-  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
 FF2112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2112.See file dsdata.pdf to determine how the superseded data were derived.
 FF2112
 FF2112_MARKER: DS = TRIANGULATION STATION DISK
 FF2112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2112_STAMPING: OAKS 1954
 FF2112_MARK LOGO: CGS
 FF2112_PROJECTION: RECESSED 41 CENTIMETERS
 FF2112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF2112+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1107 ***********************************************************************
 EH1107  DESIGNATION -  ODUM RM 1
 EH1107  PID         -  EH1107
 EH1107  STATE/COUNTY-  AR/PRAIRIE
 EH1107  COUNTRY     -  US
 EH1107  USGS QUAD   -  DE VALLS BLUFF (2017)
 EH1107
 EH1107                         *CURRENT SURVEY CONTROL
 EH1107  ______________________________________________________________________
 EH1107* NAD 83(1986) POSITION- 34 48 22.65   (N) 091 25 51.45   (W)   HD_HELD1
 EH1107* NAVD 88 ORTHO HEIGHT -    56.182 (meters)      184.32  (feet) ADJUSTED
 EH1107  ______________________________________________________________________
 EH1107  GEOID HEIGHT    -        -26.954 (meters)                     GEOID18
 EH1107  DYNAMIC HEIGHT  -         56.130 (meters)      184.15  (feet) COMP
 EH1107  MODELED GRAVITY -    979,699.8   (mgal)                       NAVD 88
 EH1107
 EH1107  VERT ORDER      -  FIRST     CLASS II
 EH1107
 EH1107.The horizontal coordinates were determined by differentially corrected
 EH1107.hand held GPS observations or other comparable positioning techniques
 EH1107.and have an estimated accuracy of +/- 3 meters.
 EH1107
 EH1107.The orthometric height was determined by differential leveling and
 EH1107.adjusted by the NATIONAL GEODETIC SURVEY
 EH1107.in June 1991.
 EH1107
 EH1107.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1107.GEOID18 height accuracy estimate available here.
 EH1107
 EH1107.Click photographs - Photos may exist for this station.
 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     -   637,464.5     452,069.1     MT  (+/- 3 meters HH1 GPS) 
 EH1107
 EH1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU4352052683(NAD 83)
 EH1107
 EH1107                          SUPERSEDED SURVEY CONTROL
 EH1107
 EH1107  NGVD 29 (11/26/84)   56.183  (m)          184.33   (f) ADJUSTED    1 2
 EH1107
 EH1107.Superseded values are not recommended for survey control.
 EH1107
 EH1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1107.See file dsdata.pdf to determine how the superseded data were derived.
 EH1107
 EH1107_MARKER: DR = REFERENCE MARK DISK
 EH1107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1107_STAMPING: ODOM RM NO 1 1916 1920
 EH1107_MARK LOGO: CGS
 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 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 = MARCH 20, 2026 22:17:28 EDT
 EH1108 ***********************************************************************
 EH1108  DESIGNATION -  ODUM RM 2
 EH1108  PID         -  EH1108
 EH1108  STATE/COUNTY-  AR/PRAIRIE
 EH1108  COUNTRY     -  US
 EH1108  USGS QUAD   -  DE VALLS BLUFF (2017)
 EH1108
 EH1108                         *CURRENT SURVEY CONTROL
 EH1108  ______________________________________________________________________
 EH1108* NAD 83(1986) POSITION- 34 48 22.48   (N) 091 25 53.03   (W)   HD_HELD1
 EH1108* NAVD 88 ORTHO HEIGHT -    56.204 (meters)      184.40  (feet) ADJUSTED
 EH1108  ______________________________________________________________________
 EH1108  GEOID HEIGHT    -        -26.954 (meters)                     GEOID18
 EH1108  DYNAMIC HEIGHT  -         56.151 (meters)      184.22  (feet) COMP
 EH1108  MODELED GRAVITY -    979,699.7   (mgal)                       NAVD 88
 EH1108
 EH1108  VERT ORDER      -  FIRST     CLASS II
 EH1108
 EH1108.The horizontal coordinates were determined by differentially corrected
 EH1108.hand held GPS observations or other comparable positioning techniques
 EH1108.and have an estimated accuracy of +/- 3 meters.
 EH1108
 EH1108.The orthometric height was determined by differential leveling and
 EH1108.adjusted by the NATIONAL GEODETIC SURVEY
 EH1108.in June 1991.
 EH1108
 EH1108.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1108.GEOID18 height accuracy estimate available here.
 EH1108
 EH1108.Click photographs - Photos may exist for this station.
 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     -   637,459.0     452,029.0     MT  (+/- 3 meters HH1 GPS) 
 EH1108
 EH1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU4348052677(NAD 83)
 EH1108
 EH1108                          SUPERSEDED SURVEY CONTROL
 EH1108
 EH1108  NGVD 29 (11/26/84)   56.205  (m)          184.40   (f) ADJUSTED    1 2
 EH1108
 EH1108.Superseded values are not recommended for survey control.
 EH1108
 EH1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1108.See file dsdata.pdf to determine how the superseded data were derived.
 EH1108
 EH1108_MARKER: DR = REFERENCE MARK DISK
 EH1108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1108_STAMPING: ODOM RM NO 2 1916 1920
 EH1108_MARK LOGO: CGS
 EH1108_PROJECTION: PROJECTING 3 CENTIMETERS
 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 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1988 ***********************************************************************
 EJ1988  DESIGNATION -  OKOLONA
 EJ1988  PID         -  EJ1988
 EJ1988  STATE/COUNTY-  AR/CLARK
 EJ1988  COUNTRY     -  US
 EJ1988  USGS QUAD   -  OKOLONA NORTH (2017)
 EJ1988
 EJ1988                         *CURRENT SURVEY CONTROL
 EJ1988  ______________________________________________________________________
 EJ1988* NAD 83(1997) POSITION- 34 01 19.83544(N) 093 17 53.49007(W)   ADJUSTED
 EJ1988* NAVD 88 ORTHO HEIGHT -   123.1   (meters)      404.    (feet) VERTCON3
 EJ1988  ______________________________________________________________________
 EJ1988  GEOID HEIGHT    -        -26.959 (meters)                     GEOID18
 EJ1988  LAPLACE CORR    -          1.36  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1988.GEOID18 height accuracy estimate available here.
 EJ1988
 EJ1988.Click photographs - Photos may exist for this station.
 EJ1988
 EJ1988.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1988
 EJ1988. The following values were computed from the NAD 83(1997) position.
 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  =   0.99959425
 EJ1988
 EJ1988:                Primary Azimuth Mark                     Grid Az
 EJ1988:SPC AR S     -  OKOLONA AZ MK                            123 26 00.0
 EJ1988:UTM  15      -  OKOLONA AZ MK                            122 52 24.9
 EJ1988
 EJ1988_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT7246964654(NAD 83)
 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(1993)-  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
 EJ1988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1988.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1988
 EJ1988_MARKER: DS = TRIANGULATION STATION DISK
 EJ1988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1988_STAMPING: OKOLONA 1957
 EJ1988_MARK LOGO: CGS
 EJ1988_PROJECTION: FLUSH
 EJ1988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1988+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1987 ***********************************************************************
 EJ1987  DESIGNATION -  OKOLONA FIRE LOT 6
 EJ1987  PID         -  EJ1987
 EJ1987  STATE/COUNTY-  AR/CLARK
 EJ1987  COUNTRY     -  US
 EJ1987  USGS QUAD   -  OKOLONA NORTH (2017)
 EJ1987
 EJ1987                         *CURRENT SURVEY CONTROL
 EJ1987  ______________________________________________________________________
 EJ1987* NAD 83(1997) POSITION- 34 01 19.71856(N) 093 17 53.03508(W)   ADJUSTED
 EJ1987  ______________________________________________________________________
 EJ1987  GEOID HEIGHT    -        -26.959 (meters)                     GEOID18
 EJ1987  LAPLACE CORR    -          1.36  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1987.GEOID18 height accuracy estimate available here.
 EJ1987
 EJ1987.Click photographs - Photos may exist for this station.
 EJ1987
 EJ1987.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1987
 EJ1987. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT7248164651(NAD 83)
 EJ1987
 EJ1987                          SUPERSEDED SURVEY CONTROL
 EJ1987
 EJ1987  NAD 83(1993)-  34 01 19.72760(N)    093 17 53.02749(W) AD(       ) 3
 EJ1987  NAD 83(1986)-  34 01 19.72811(N)    093 17 53.02617(W) AD(       ) 3
 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
 EJ1987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1987.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1987
 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 (RLE)
 EJ1987'SEE STATION OKOLONA.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL1446 ***********************************************************************
 DL1446  DESIGNATION -  OKOLONA TX IL NAT GAS MWAVE TR
 DL1446  PID         -  DL1446
 DL1446  STATE/COUNTY-  AR/CLARK
 DL1446  COUNTRY     -  US
 DL1446  USGS QUAD   -  OKOLONA SOUTH (2017)
 DL1446
 DL1446                         *CURRENT SURVEY CONTROL
 DL1446  ______________________________________________________________________
 DL1446* NAD 83(1997) POSITION- 33 59 25.33951(N) 093 18 21.43013(W)   ADJUSTED
 DL1446  ______________________________________________________________________
 DL1446  GEOID HEIGHT    -        -26.924 (meters)                     GEOID18
 DL1446  LAPLACE CORR    -          1.29  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1446.GEOID18 height accuracy estimate available here.
 DL1446
 DL1446.Click photographs - Photos may exist for this station.
 DL1446
 DL1446.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1446
 DL1446. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT7174261130(NAD 83)
 DL1446
 DL1446                          SUPERSEDED SURVEY CONTROL
 DL1446
 DL1446  NAD 83(1993)-  33 59 25.34805(N)    093 18 21.42249(W) AD(       ) 3
 DL1446  NAD 83(1986)-  33 59 25.34908(N)    093 18 21.42125(W) AD(       ) 3
 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
 DL1446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1446.See file dsdata.pdf to determine how the superseded data were derived.
 DL1446
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1840 ***********************************************************************
 FG1840  DESIGNATION -  OLA MUNICIPAL TANK
 FG1840  PID         -  FG1840
 FG1840  STATE/COUNTY-  AR/YELL
 FG1840  COUNTRY     -  US
 FG1840  USGS QUAD   -  OLA (2017)
 FG1840
 FG1840                         *CURRENT SURVEY CONTROL
 FG1840  ______________________________________________________________________
 FG1840* NAD 83(1997) POSITION- 35 02 08.16825(N) 093 13 23.11858(W)   ADJUSTED
 FG1840  ______________________________________________________________________
 FG1840  GEOID HEIGHT    -        -29.268 (meters)                     GEOID18
 FG1840  LAPLACE CORR    -          2.60  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1840.GEOID18 height accuracy estimate available here.
 FG1840
 FG1840.Click photographs - Photos may exist for this station.
 FG1840
 FG1840.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1840
 FG1840. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU7965177013(NAD 83)
 FG1840
 FG1840                          SUPERSEDED SURVEY CONTROL
 FG1840
 FG1840  NAD 83(1986)-  35 02 08.18062(N)    093 13 23.11359(W) AD(       ) 3
 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
 FG1840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1840.See file dsdata.pdf to determine how the superseded data were derived.
 FG1840
 FG1840_MARKER: 53 = ELEVATED TANK
 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 = MARCH 20, 2026 22:17:28 EDT
 AE2999 ***********************************************************************
 AE2999  CBN         -  This is a Cooperative Base Network Control Station.
 AE2999  DESIGNATION -  OLD MAIN
 AE2999  PID         -  AE2999
 AE2999  STATE/COUNTY-  AR/WASHINGTON
 AE2999  COUNTRY     -  US
 AE2999  USGS QUAD   -  FAYETTEVILLE (2017)
 AE2999
 AE2999                         *CURRENT SURVEY CONTROL
 AE2999  ______________________________________________________________________
 AE2999* NAD 83(2011) POSITION- 36 04 05.11034(N) 094 10 11.98322(W)   ADJUSTED
 AE2999* NAD 83(2011) ELLIP HT-   405.892 (meters)        (06/27/12)   ADJUSTED
 AE2999* NAD 83(2011) EPOCH   -  2010.00
 AE2999* NAVD 88 ORTHO HEIGHT -   433.9   (meters)     1424.    (feet) GPS OBS
 AE2999  ______________________________________________________________________
 AE2999  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AE2999  GEOID HEIGHT    -        -27.960 (meters)                     GEOID96
 AE2999  GEOID HEIGHT    -        -28.075 (meters)                     GEOID18
 AE2999  NAD 83(2011) X  -   -375,351.010 (meters)                     COMP
 AE2999  NAD 83(2011) Y  - -5,148,217.541 (meters)                     COMP
 AE2999  NAD 83(2011) Z  -  3,734,539.981 (meters)                     COMP
 AE2999  LAPLACE CORR    -          1.51  (seconds)                    DEFLEC18
 AE2999
 AE2999  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AE2999  Standards:
 AE2999         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AE2999            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AE2999  -------------------------------------------------------------------
 AE2999  NETWORK    0.96   2.45           0.43   0.34   1.25      0.07304966
 AE2999  -------------------------------------------------------------------
 AE2999  Click here for local accuracies and other accuracy information.
 AE2999
 AE2999.The horizontal coordinates were established by GPS observations
 AE2999.and adjusted by the National Geodetic Survey in June 2012.
 AE2999
 AE2999.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AE2999.been affixed to the stable North American tectonic plate. See 
 AE2999.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AE2999
 AE2999.The horizontal coordinates are valid at the epoch date displayed above
 AE2999.which is a decimal equivalence of Year/Month/Day.
 AE2999
 AE2999.The orthometric height was determined by GPS observations and a
 AE2999.high-resolution geoid model.
 AE2999
 AE2999.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE2999.GEOID18 height accuracy estimate available here.
 AE2999
 AE2999.Click photographs - Photos may exist for this station.
 AE2999
 AE2999.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2999
 AE2999.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE2999
 AE2999.The ellipsoidal height was determined by GPS observations
 AE2999.and is referenced to NAD 83.
 AE2999
 AE2999. The following values were computed from the NAD 83(2011) position.
 AE2999
 AE2999;                    North         East     Units Scale Factor Converg.
 AE2999;SPC AR N     -   194,614.128   204,534.931   MT  0.99997151   -1 15 45.8
 AE2999;SPC AR N     -   638,496.52    671,045.02   sFT  0.99997151   -1 15 45.8
 AE2999;UTM  15      - 3,992,133.643   394,639.551   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  =   0.99967310
 AE2999
 AE2999_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9463992133(NAD 83)
 AE2999
 AE2999                          SUPERSEDED SURVEY CONTROL
 AE2999
 AE2999  NAD 83(2007)-  36 04 05.11033(N)    094 10 11.98402(W) AD(2002.00) 0
 AE2999  ELLIP H (02/10/07)  405.911  (m)                       GP(2002.00)    
 AE2999  ELLIP H (09/21/01)  405.919  (m)                       GP(       ) 4 2
 AE2999  NAD 83(1997)-  36 04 05.11023(N)    094 10 11.98415(W) AD(       ) B
 AE2999  ELLIP H (09/19/97)  405.931  (m)                       GP(       ) 4 1
 AE2999
 AE2999.Superseded values are not recommended for survey control.
 AE2999
 AE2999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2999.See file dsdata.pdf to determine how the superseded data were derived.
 AE2999
 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 - June 01, 2009
 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  HISTORY     - 20071219 GOOD             INDIV
 AE2999  HISTORY     - 20090601 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 DEPARTMENT OF TRANSPORTATION 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.
 AE2999
 AE2999                          STATION RECOVERY (2007)
 AE2999
 AE2999'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (DLM)
 AE2999'RECOVERED IN GOOD CONDITION.
 AE2999
 AE2999                          STATION RECOVERY (2009)
 AE2999
 AE2999'RECOVERY NOTE BY GEOCACHING 2009 (JA)
 AE2999'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0684 ***********************************************************************
 DL0684  DESIGNATION -  OLD RIVER 1 BOLT
 DL0684  PID         -  DL0684
 DL0684  STATE/COUNTY-  AR/MILLER
 DL0684  COUNTRY     -  US
 DL0684  USGS QUAD   -  FOUKE NE (2017)
 DL0684
 DL0684                         *CURRENT SURVEY CONTROL
 DL0684  ______________________________________________________________________
 DL0684* NAD 83(1986) POSITION- 33 29 52.     (N) 093 46 46.     (W)   SCALED
 DL0684* NAVD 88 ORTHO HEIGHT -    74.76  (+/-2cm)      245.3   (feet) VERTCON3
 DL0684  ______________________________________________________________________
 DL0684  GEOID HEIGHT    -        -26.962 (meters)                     GEOID18
 DL0684  VERT ORDER      -  ? (See Below)
 DL0684
 DL0684.The horizontal coordinates were scaled from a 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
 DL0684.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0684.GEOID18 height accuracy estimate available here.
 DL0684
 DL0684.The vertical order pertains to the NGVD 29 superseded value.
 DL0684
 DL0684.Click photographs - Photos may exist for this station.
 DL0684
 DL0684;                    North         East    Units  Estimated Accuracy
 DL0684;SPC AR S     -   493,620.      234,660.      MT  (+/- 180 meters Scaled)
 DL0684
 DL0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT275067(NAD 83)
 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
 DL0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0684.See file dsdata.pdf to determine how the superseded data were derived.
 DL0684
 DL0684_MARKER: B = BOLT
 DL0684_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL0684_SP_SET: UNDERGROUND STONE
 DL0684_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0684
 DL0684  HISTORY     - Date     Condition        Report By
 DL0684  HISTORY     - UNK      MONUMENTED       USACE
 DL0684  HISTORY     - 1951     POOR             CGS
 DL0684
 DL0684                          STATION DESCRIPTION
 DL0684
 DL0684'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DL0683 ***********************************************************************
 DL0683  DESIGNATION -  OLD RIVER 2 BOLT
 DL0683  PID         -  DL0683
 DL0683  STATE/COUNTY-  AR/MILLER
 DL0683  COUNTRY     -  US
 DL0683  USGS QUAD   -  FOUKE NE (2017)
 DL0683
 DL0683                         *CURRENT SURVEY CONTROL
 DL0683  ______________________________________________________________________
 DL0683* NAD 83(1986) POSITION- 33 29 56.02   (N) 093 46 37.40   (W)   HD_HELD1
 DL0683* NAVD 88 ORTHO HEIGHT -    74.55  (+/-2cm)      244.6   (feet) VERTCON3
 DL0683  ______________________________________________________________________
 DL0683  GEOID HEIGHT    -        -26.963 (meters)                     GEOID18
 DL0683  VERT ORDER      -  ? (See Below)
 DL0683
 DL0683.The horizontal coordinates were determined by differentially corrected
 DL0683.hand held GPS observations or other comparable positioning techniques
 DL0683.and have an estimated accuracy of +/- 3 meters.
 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
 DL0683.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0683.GEOID18 height accuracy estimate available here.
 DL0683
 DL0683.The vertical order pertains to the NGVD 29 superseded value.
 DL0683
 DL0683.Click photographs - Photos may exist for this station.
 DL0683
 DL0683;                    North         East    Units  Estimated Accuracy
 DL0683;SPC AR S     -   493,738.1     234,884.0     MT  (+/- 3 meters HH1 GPS) 
 DL0683
 DL0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT2782106866(NAD 83)
 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
 DL0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0683.See file dsdata.pdf to determine how the superseded data were derived.
 DL0683
 DL0683_MARKER: B = BOLT
 DL0683_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL0683_SP_SET: UNDERGROUND STONE
 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       USACE
 DL0683  HISTORY     - 1951     MARK NOT FOUND   CGS
 DL0683
 DL0683                          STATION DESCRIPTION
 DL0683
 DL0683'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EH3075 ***********************************************************************
 EH3075  DESIGNATION -  OLDHAM
 EH3075  PID         -  EH3075
 EH3075  STATE/COUNTY-  AR/LONOKE
 EH3075  COUNTRY     -  US
 EH3075  USGS QUAD   -  PETTUS (2017)
 EH3075
 EH3075                         *CURRENT SURVEY CONTROL
 EH3075  ______________________________________________________________________
 EH3075* NAD 83(1997) POSITION- 34 40 03.96082(N) 091 54 19.29414(W)   ADJUSTED
 EH3075* NAVD 88 ORTHO HEIGHT -    70.    (meters)      230.    (feet) SCALED
 EH3075  ______________________________________________________________________
 EH3075  GEOID HEIGHT    -        -26.562 (meters)                     GEOID18
 EH3075  LAPLACE CORR    -         -1.22  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH3075.GEOID18 height accuracy estimate available here.
 EH3075
 EH3075.Click photographs - Photos may exist for this station.
 EH3075
 EH3075.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH3075
 EH3075. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999319  x   0.99997944  =   0.99997263
 EH3075!UTM  15      -   0.99999319  x   0.99972397  =   0.99971716
 EH3075
 EH3075:                Primary Azimuth Mark                     Grid Az
 EH3075:SPC AR S     -  KEO                                      271 12 09.5
 EH3075:UTM  15      -  KEO                                      270 37 58.5
 EH3075
 EH3075_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU0029136745(NAD 83)
 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
 EH3075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3075.See file dsdata.pdf to determine how the superseded data were derived.
 EH3075
 EH3075_MARKER: DS = TRIANGULATION STATION DISK
 EH3075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH3075_STAMPING: OLDHAM 1938
 EH3075_MARK LOGO: CGS
 EH3075_PROJECTION: RECESSED 30 CENTIMETERS
 EH3075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH3075+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DS1534 ***********************************************************************
 DS1534  DESIGNATION -  OLIVER
 DS1534  PID         -  DS1534
 DS1534  STATE/COUNTY-  AR/POLK
 DS1534  COUNTRY     -  US
 DS1534  USGS QUAD   -  MENA (2017)
 DS1534
 DS1534                         *CURRENT SURVEY CONTROL
 DS1534  ______________________________________________________________________
 DS1534* NAD 83(1986) POSITION- 34 35 58.4    (N) 094 12 12.4    (W)   HD_HELD2
 DS1534* NAVD 88 ORTHO HEIGHT -   321.875 (meters)     1056.02  (feet) ADJUSTED
 DS1534  ______________________________________________________________________
 DS1534  GEOID HEIGHT    -        -30.138 (meters)                     GEOID18
 DS1534  DYNAMIC HEIGHT  -        321.529 (meters)     1054.88  (feet) COMP
 DS1534  MODELED GRAVITY -    979,551.4   (mgal)                       NAVD 88
 DS1534
 DS1534  VERT ORDER      -  FIRST     CLASS II
 DS1534
 DS1534.The horizontal coordinates were established by autonomous hand held GPS
 DS1534.observations and have an estimated accuracy of +/- 10 meters.
 DS1534
 DS1534.The orthometric height was determined by differential leveling and
 DS1534.adjusted by the NATIONAL GEODETIC SURVEY
 DS1534.in May 2024.
 DS1534
 DS1534.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS1534.GEOID18 height accuracy estimate available here.
 DS1534
 DS1534.Click photographs - Photos may exist for this station.
 DS1534
 DS1534.The dynamic height is computed by dividing the NAVD 88
 DS1534.geopotential number by the normal gravity value computed on the
 DS1534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS1534.degrees latitude (g = 980.6199 gals.).
 DS1534
 DS1534.The modeled gravity was interpolated from observed gravity values.
 DS1534
 DS1534;                    North         East    Units  Estimated Accuracy
 DS1534;SPC AR S     -   616,561.      197,899.      MT  (+/- 10 meters HH2 GPS)
 DS1534
 DS1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU8964829294(NAD 83)
 DS1534
 DS1534                          SUPERSEDED SURVEY CONTROL
 DS1534
 DS1534.No superseded survey control is available for this station.
 DS1534
 DS1534_MARKER: DB = BENCH MARK DISK
 DS1534_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DS1534+WITH SETTING: PAVEMENT
 DS1534_SP_SET: BASE
 DS1534_STAMPING: OLIVER 2024
 DS1534_MARK LOGO: ARHD
 DS1534_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS1534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS1534+STABILITY: SURFACE MOTION
 DS1534_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DS1534+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2024
 DS1534
 DS1534  HISTORY     - Date     Condition        Report By
 DS1534  HISTORY     - 20240227 MONUMENTED       ARHD
 DS1534
 DS1534                          STATION DESCRIPTION
 DS1534
 DS1534'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (JDH)
 DS1534'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) NORTHWEST OF BOARD CAMP,
 DS1534'3.0 MI (4.8 KM) SOUTH OF ACORN AND 2.3 MI (3.7 KM) EAST-NORTHEAST OF
 DS1534'MENA.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DS1534'
 DS1534'TO REACH FROM THE INTERSECTION OF US HIGHWAY 71 AND STATE HIGHWAY 88,
 DS1534'HEAD NORTH ON HIGHWAY 71 FOR 0.80 MI (1.29 KM) TO THE ARDOT
 DS1534'MAINTENANCE SHOP.  TURN RIGHT AND GO FOR 0.07 MI (0.11 KM) TO THE
 DS1534'STATION ON THE LEFT, IN THE CONCRETE SQUARE BASE FOR ARME BASE ARP.
 DS1534'
 DS1534'IT IS 135 FT (41.1 M) NORTHEAST OF THE NORTHEAST CORNER OF THE ARDOT
 DS1534'MAINTENANCE SHOP, 19 FT (5.8 M) NORTH OF THE EDGE OF THE ASPHALT AND 7
 DS1534'FT (2.1 M) SOUTH OF A CHAIN LINK FENCE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0713 ***********************************************************************
 GF0713  DESIGNATION -  OLVEY
 GF0713  PID         -  GF0713
 GF0713  STATE/COUNTY-  AR/BOONE
 GF0713  COUNTRY     -  US
 GF0713  USGS QUAD   -  EVERTON (2017)
 GF0713
 GF0713                         *CURRENT SURVEY CONTROL
 GF0713  ______________________________________________________________________
 GF0713* NAD 83(1997) POSITION- 36 12 11.51187(N) 092 57 57.11962(W)   ADJUSTED
 GF0713* NAVD 88 ORTHO HEIGHT -   361.    (meters)     1184.    (feet) SCALED
 GF0713  ______________________________________________________________________
 GF0713  GEOID HEIGHT    -        -28.334 (meters)                     GEOID18
 GF0713  LAPLACE CORR    -         -1.37  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0713.GEOID18 height accuracy estimate available here.
 GF0713
 GF0713.Click photographs - Photos may exist for this station.
 GF0713
 GF0713.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0713
 GF0713. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 GF0713:SPC AR N     -  OLVEY AZ MK                              282 27 53.1
 GF0713:UTM  15      -  OLVEY AZ MK                              281 52 57.2
 GF0713
 GF0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA0306806486(NAD 83)
 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
 GF0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0713.See file dsdata.pdf to determine how the superseded data were derived.
 GF0713
 GF0713_MARKER: DS = TRIANGULATION STATION DISK
 GF0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0713_STAMPING: OLVEY 1954
 GF0713_MARK LOGO: CGS
 GF0713_PROJECTION: PROJECTING 5 CENTIMETERS
 GF0713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0713+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0797 ***********************************************************************
 GF0797  DESIGNATION -  OMAHA
 GF0797  PID         -  GF0797
 GF0797  STATE/COUNTY-  AR/BOONE
 GF0797  COUNTRY     -  US
 GF0797  USGS QUAD   -  OMAHA (2017)
 GF0797
 GF0797                         *CURRENT SURVEY CONTROL
 GF0797  ______________________________________________________________________
 GF0797* NAD 83(1997) POSITION- 36 27 32.30004(N) 093 11 30.65199(W)   ADJUSTED
 GF0797* NAVD 88 ORTHO HEIGHT -   420.    (meters)     1378.    (feet) SCALED
 GF0797  ______________________________________________________________________
 GF0797  GEOID HEIGHT    -        -28.481 (meters)                     GEOID18
 GF0797  LAPLACE CORR    -          0.07  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0797.GEOID18 height accuracy estimate available here.
 GF0797
 GF0797.Click photographs - Photos may exist for this station.
 GF0797
 GF0797.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0797
 GF0797. The following values were computed from the NAD 83(1997) position.
 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     -   0.99993854  x   1.00005240  =   0.99999093
 GF0797!SPC MO C     -   0.99993854  x   0.99998070  =   0.99991924
 GF0797!UTM  15      -   0.99993854  x   0.99960364  =   0.99954220
 GF0797
 GF0797:                Primary Azimuth Mark                     Grid Az
 GF0797:SPC AR N     -  OMAHA AZ MK                              339 06 12.2
 GF0797:SPC MO C     -  OMAHA AZ MK                              338 49 15.6
 GF0797:UTM  15      -  OMAHA AZ MK                              338 31 25.9
 GF0797
 GF0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA8280934874(NAD 83)
 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
 GF0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0797.See file dsdata.pdf to determine how the superseded data were derived.
 GF0797
 GF0797_MARKER: DS = TRIANGULATION STATION DISK
 GF0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0797_STAMPING: OMAHA 1961
 GF0797_MARK LOGO: CGS
 GF0797_PROJECTION: PROJECTING 5 CENTIMETERS
 GF0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0797+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1755 ***********************************************************************
 FG1755  DESIGNATION -  OPPELLO
 FG1755  PID         -  FG1755
 FG1755  STATE/COUNTY-  AR/CONWAY
 FG1755  COUNTRY     -  US
 FG1755  USGS QUAD   -  PERRYVILLE (2017)
 FG1755
 FG1755                         *CURRENT SURVEY CONTROL
 FG1755  ______________________________________________________________________
 FG1755* NAD 83(1997) POSITION- 35 06 42.03388(N) 092 46 02.12475(W)   ADJUSTED
 FG1755* NAVD 88 ORTHO HEIGHT -   106.    (meters)      348.    (feet) SCALED
 FG1755  ______________________________________________________________________
 FG1755  GEOID HEIGHT    -        -28.558 (meters)                     GEOID18
 FG1755  LAPLACE CORR    -          2.20  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1755.GEOID18 height accuracy estimate available here.
 FG1755
 FG1755.Click photographs - Photos may exist for this station.
 FG1755
 FG1755.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1755
 FG1755. The following values were computed from the NAD 83(1997) position.
 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 ARKANSAS PWR LT TANK           026 06 46.4
 FG1755:UTM  15      -  MORRILTON ARKANSAS PWR LT TANK           025 31 57.2
 FG1755
 FG1755_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU2120985452(NAD 83)
 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
 FG1755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1755.See file dsdata.pdf to determine how the superseded data were derived.
 FG1755
 FG1755_MARKER: DS = TRIANGULATION STATION DISK
 FG1755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1821 ***********************************************************************
 FF1821  DESIGNATION -  ORCHARD
 FF1821  PID         -  FF1821
 FF1821  STATE/COUNTY-  AR/WOODRUFF
 FF1821  COUNTRY     -  US
 FF1821  USGS QUAD   -  GRAYS (2017)
 FF1821
 FF1821                         *CURRENT SURVEY CONTROL
 FF1821  ______________________________________________________________________
 FF1821* NAD 83(1997) POSITION- 35 10 53.15840(N) 091 14 12.73812(W)   ADJUSTED
 FF1821* NAVD 88 ORTHO HEIGHT -    68.    (meters)      223.    (feet) SCALED
 FF1821  ______________________________________________________________________
 FF1821  GEOID HEIGHT    -        -27.291 (meters)                     GEOID18
 FF1821  LAPLACE CORR    -          1.01  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1821.GEOID18 height accuracy estimate available here.
 FF1821
 FF1821.Click photographs - Photos may exist for this station.
 FF1821
 FF1821.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1821
 FF1821. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999361  x   0.99996049  =   0.99995410
 FF1821!UTM  15      -   0.99999361  x   0.99991764  =   0.99991125
 FF1821
 FF1821:                Primary Azimuth Mark                     Grid Az
 FF1821:SPC AR N     -  GREGORY                                  252 21 41.4
 FF1821:UTM  15      -  GREGORY                                  251 47 22.1
 FF1821
 FF1821_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU6054194587(NAD 83)
 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
 FF1821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1821.See file dsdata.pdf to determine how the superseded data were derived.
 FF1821
 FF1821_MARKER: DS = TRIANGULATION STATION DISK
 FF1821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1821_STAMPING: ORCHARD 1954
 FF1821_MARK LOGO: CGS
 FF1821_PROJECTION: RECESSED 46 CENTIMETERS
 FF1821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1821+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1742 ***********************************************************************
 EJ1742  DESIGNATION -  ORPHAN
 EJ1742  PID         -  EJ1742
 EJ1742  STATE/COUNTY-  AR/PULASKI
 EJ1742  COUNTRY     -  US
 EJ1742  USGS QUAD   -  NORTH LITTLE ROCK (2017)
 EJ1742
 EJ1742                         *CURRENT SURVEY CONTROL
 EJ1742  ______________________________________________________________________
 EJ1742* NAD 83(1997) POSITION- 34 49 33.59745(N) 092 17 22.26204(W)   ADJUSTED
 EJ1742* NAVD 88 ORTHO HEIGHT -   170.4   (meters)      559.    (feet) VERTCON3
 EJ1742  ______________________________________________________________________
 EJ1742  GEOID HEIGHT    -        -26.891 (meters)                     GEOID18
 EJ1742  LAPLACE CORR    -          1.27  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1742.GEOID18 height accuracy estimate available here.
 EJ1742
 EJ1742.Click photographs - Photos may exist for this station.
 EJ1742
 EJ1742.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1742
 EJ1742. The following values were computed from the NAD 83(1997) position.
 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;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     -   0.99997747  x   1.00001377  =   0.99999124
 EJ1742!UTM  15      -   0.99997747  x   0.99965202  =   0.99962949
 EJ1742
 EJ1742:                Primary Azimuth Mark                     Grid Az
 EJ1742:SPC AR S     -  ORPHAN AZ MK                             311 10 07.7
 EJ1742:UTM  15      -  ORPHAN AZ MK                             310 36 03.7
 EJ1742
 EJ1742_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6497053977(NAD 83)
 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  USSD        -  34 49 33.44600(N)    092 17 21.39300(W) AD(       ) 3
 EJ1742  NGVD 29 (07/19/86)  170.5    (m)          559.     (f) VERT ANG       
 EJ1742
 EJ1742.Superseded values are not recommended for survey control.
 EJ1742
 EJ1742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1742.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1742
 EJ1742_MARKER: DS = TRIANGULATION STATION DISK
 EJ1742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1742_STAMPING: ORPHAN 1916
 EJ1742_MARK LOGO: CGS
 EJ1742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1742+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0987 ***********************************************************************
 GE0987  DESIGNATION -  ORR RESET
 GE0987  PID         -  GE0987
 GE0987  STATE/COUNTY-  AR/CLAY
 GE0987  COUNTRY     -  US
 GE0987  USGS QUAD   -  PIGGOTT (2017)
 GE0987
 GE0987                         *CURRENT SURVEY CONTROL
 GE0987  ______________________________________________________________________
 GE0987* NAD 83(1997) POSITION- 36 28 03.08001(N) 090 11 25.02938(W)   ADJUSTED
 GE0987* NAVD 88 ORTHO HEIGHT -   146.    (meters)      479.    (feet) SCALED
 GE0987  ______________________________________________________________________
 GE0987  GEOID HEIGHT    -        -28.703 (meters)                     GEOID18
 GE0987  LAPLACE CORR    -          0.64  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0987.GEOID18 height accuracy estimate available here.
 GE0987
 GE0987.Click photographs - Photos may exist for this station.
 GE0987
 GE0987.The Laplace correction was computed from DEFLEC18 derived deflections.
 GE0987
 GE0987. The following values were computed from the NAD 83(1997) position.
 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     -   0.99998159  x   1.00005469  =   1.00003628
 GE0987!SPC MO E     -   0.99998159  x   0.99994282  =   0.99992441
 GE0987!UTM  15      -   0.99998159  x   1.00038099  =   1.00036257
 GE0987
 GE0987:                Primary Azimuth Mark                     Grid Az
 GE0987:SPC AR N     -  ARKANSAS MO POWER CO WATER TK            089 58 50.3
 GE0987:SPC MO E     -  ARKANSAS MO POWER CO WATER TK            090 50 58.7
 GE0987:UTM  15      -  ARKANSAS MO POWER CO WATER TK            089 21 46.2
 GE0987
 GE0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA5175939476(NAD 83)
 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
 GE0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0987.See file dsdata.pdf to determine how the superseded data were derived.
 GE0987
 GE0987_MARKER: DS = TRIANGULATION STATION DISK
 GE0987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0987_STAMPING: ORR 1954 1970
 GE0987_MARK LOGO: CGS
 GE0987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0987+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GG0602 ***********************************************************************
 GG0602  DESIGNATION -  OSAGE
 GG0602  PID         -  GG0602
 GG0602  STATE/COUNTY-  AR/BENTON
 GG0602  COUNTRY     -  US
 GG0602  USGS QUAD   -  BENTONVILLE SOUTH (2017)
 GG0602
 GG0602                         *CURRENT SURVEY CONTROL
 GG0602  ______________________________________________________________________
 GG0602* NAD 83(1997) POSITION- 36 16 52.40585(N) 094 11 36.45218(W)   ADJUSTED
 GG0602* NAVD 88 ORTHO HEIGHT -   401.    (meters)     1316.    (feet) SCALED
 GG0602  ______________________________________________________________________
 GG0602  GEOID HEIGHT    -        -28.135 (meters)                     GEOID18
 GG0602  LAPLACE CORR    -          0.58  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0602.GEOID18 height accuracy estimate available here.
 GG0602
 GG0602.Click photographs - Photos may exist for this station.
 GG0602
 GG0602.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0602
 GG0602. The following values were computed from the NAD 83(1997) position.
 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  =   0.99968302
 GG0602
 GG0602:                Primary Azimuth Mark                     Grid Az
 GG0602:SPC AR N     -  OSAGE AZ MK                              190 08 07.0
 GG0602:UTM  15      -  OSAGE AZ MK                              189 33 54.8
 GG0602
 GG0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA9281715801(NAD 83)
 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(1993)-  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
 GG0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0602.See file dsdata.pdf to determine how the superseded data were derived.
 GG0602
 GG0602_MARKER: DS = TRIANGULATION STATION DISK
 GG0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0602_STAMPING: OSAGE 1961
 GG0602_MARK LOGO: CGS
 GG0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0602+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1903 ***********************************************************************
 FF1903  HT_MOD      -  This is a Height Modernization Survey Station.
 FF1903  DESIGNATION -  OSCEOLA
 FF1903  PID         -  FF1903
 FF1903  STATE/COUNTY-  AR/MISSISSIPPI
 FF1903  COUNTRY     -  US
 FF1903  USGS QUAD   -  KEISER (2017)
 FF1903
 FF1903                         *CURRENT SURVEY CONTROL
 FF1903  ______________________________________________________________________
 FF1903* NAD 83(2011) POSITION- 35 41 30.48415(N) 090 00 32.94276(W)   ADJUSTED
 FF1903* NAD 83(2011) ELLIP HT-    42.816 (meters)        (10/02/24)   ADJUSTED
 FF1903* NAD 83(2011) EPOCH   -  2010.00
 FF1903* NAVD 88 ORTHO HEIGHT -    70.53  (meters)      231.4   (feet) GPS OBS
 FF1903  ______________________________________________________________________
 FF1903  GEOID HEIGHT    -        -27.711 (meters)                     GEOID18
 FF1903  NAD 83(2011) X  -      -,828.271 (meters)                     COMP
 FF1903  NAD 83(2011) Y  - -5,186,059.213 (meters)                     COMP
 FF1903  NAD 83(2011) Z  -  3,700,497.134 (meters)                     COMP
 FF1903  LAPLACE CORR    -          0.70  (seconds)                    DEFLEC18
 FF1903
 FF1903  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FF1903  Standards:
 FF1903         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FF1903            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FF1903  -------------------------------------------------------------------
 FF1903  NETWORK    0.83   1.88           0.36   0.32   0.96     -0.04014058
 FF1903  -------------------------------------------------------------------
 FF1903  Click here for local accuracies and other accuracy information.
 FF1903
 FF1903.This mark is at Osceola Airport (7M4)
 FF1903
 FF1903.The horizontal coordinates were established by GPS observations
 FF1903.and adjusted by the ARKANSAS DEPT OF TRANS in October 2024.
 FF1903
 FF1903.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FF1903.been affixed to the stable North American tectonic plate. See 
 FF1903.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FF1903
 FF1903.The horizontal coordinates are valid at the epoch date displayed above
 FF1903.which is a decimal equivalence of Year/Month/Day.
 FF1903
 FF1903.The orthometric height was determined by GPS observations and a
 FF1903.high-resolution geoid model using precise GPS observation and
 FF1903.processing techniques.
 FF1903
 FF1903.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1903.GEOID18 height accuracy estimate available here.
 FF1903
 FF1903.Click photographs - Photos may exist for this station.
 FF1903
 FF1903.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF1903
 FF1903.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1903
 FF1903.The ellipsoidal height was determined by GPS observations
 FF1903.and is referenced to NAD 83.
 FF1903
 FF1903. The following values were computed from the NAD 83(2011) position.
 FF1903
 FF1903;                    North         East     Units Scale Factor Converg.
 FF1903;SPC AR N     -   152,532.375   580,174.635   MT  0.99993769   +1 09 30.5
 FF1903;SPC AR N     -   500,433.30  1,903,456.28   sFT  0.99993769   +1 09 30.5
 FF1903;SPC TN       -   158,151.904   237,238.015   MT  0.99995147   -2 20 49.6
 FF1903;SPC TN       -   518,870.04    778,338.39   sFT  0.99995147   -2 20 49.6
 FF1903;UTM  15      - 3,953,888.961   770,642.620   MT  1.00050271   +1 44 45.6
 FF1903;UTM  16      - 3,953,939.613   227,700.782   MT  1.00051379   -1 45 24.1
 FF1903
 FF1903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FF1903!SPC AR N     -   0.99999328  x   0.99993769  =   0.99993097
 FF1903!SPC TN       -   0.99999328  x   0.99995147  =   0.99994475
 FF1903!UTM  15      -   0.99999328  x   1.00050271  =   1.00049599
 FF1903!UTM  16      -   0.99999328  x   1.00051379  =   1.00050707
 FF1903
 FF1903:                Primary Azimuth Mark                     Grid Az
 FF1903:SPC AR N     -  OSCEOLA AZ MK                            312 55 55.4
 FF1903:SPC TN       -  OSCEOLA AZ MK                            316 26 15.5
 FF1903:UTM  15      -  OSCEOLA AZ MK                            312 20 40.3
 FF1903:UTM  16      -  OSCEOLA AZ MK                            315 50 50.0
 FF1903
 FF1903_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV7064253888(NAD 83)
 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 0813714.1 |
 FF1903| FF1901 OSCEOLA RM 2                         22.193 METERS 15150     |
 FF1903| FF1902 OSCEOLA AZ MK                       APPROX. 1.0 KM 3140525.9 |
 FF1903| FF1904 OSCEOLA TPT                           6.505 METERS 31406     |
 FF1903| FF2157 FAA 7M4 A                           484.085 METERS 3550809.7 |
 FF1903|---------------------------------------------------------------------|
 FF1903
 FF1903                          SUPERSEDED SURVEY CONTROL
 FF1903
 FF1903  NAD 83(1997)-  35 41 30.48386(N)    090 00 32.94430(W) AD(       ) 3
 FF1903  ELLIP H (09/14/99)   42.942  (m)                       GP(       ) 4 1
 FF1903  NAD 83(1995)-  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  NAVD 88 (06/22/20)   70.598  (m)          231.62   (f) ADJUSTED    1 2
 FF1903  NGVD 29 (05/21/91)   70.5    (m)  UNKNOWN  model used  GPS OBS        
 FF1903  NGVD 29 (07/19/86)   71.2    (m)          234.     (f) VERT ANG       
 FF1903
 FF1903.Superseded values are not recommended for survey control.
 FF1903
 FF1903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1903.See file dsdata.pdf to determine how the superseded data were derived.
 FF1903
 FF1903_MARKER: DH = HORIZONTAL CONTROL DISK
 FF1903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1903_STAMPING: OSCEOLA 1979
 FF1903_MARK LOGO: NGS
 FF1903_PROJECTION: FLUSH
 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 - July 31, 2024
 FF1903
 FF1903  HISTORY     - Date     Condition        Report By
 FF1903  HISTORY     - 1979     MONUMENTED       NGS
 FF1903  HISTORY     - 19910109 GOOD             NGS
 FF1903  HISTORY     - 20000926 GOOD             USACE
 FF1903  HISTORY     - 20080729 GOOD             USACE
 FF1903  HISTORY     - 20190417 GOOD             ARHD
 FF1903  HISTORY     - 20240731 GOOD             ARHD
 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) TO
 FF1903'THE JUNCTION OF STATE HIGHWAY 119 Y AND STATE HIGHWAY 140, AND THE
 FF1903'AZIMUTH MARK ON THE LEFT, IN THE NORTHEAST ANGLE OF THE INTERSECTION.
 FF1903'CONTINUE AHEAD ON STATE HIGHWAY 140 FOR 0.45 MILE (0.72 KM) TO A SIDE
 FF1903'ROAD RIGHT, TURN RIGHT AND GO SOUTH FOR 0.45 MILE (0.72 KM) TO OSCEOLA
 FF1903'MUNICIPAL AIRPORT OFFICE ON THE RIGHT.  TURN LEFT AND GO EAST FOR 0.1
 FF1903'MILE (1.6 KM) ROSSING THE RUNWAY TO A WIND SOCK.  THE STATION IS 131
 FF1903'FEET NORTH OF THE WIND SOCK.
 FF1903'
 FF1903'THE STATION IS A STANDARD NGS DISK STAMPED ---OSCEOLA 1979---, SET
 FF1903'INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH
 FF1903'GROUND.  IT IS LOCATED 39.93 METERS NORTH FROM THE WIND SOCK AND 77.92
 FF1903'METERS EAST FROM THE CENTER OF RUNWAY.  THE UNDERGROUND MARK IS
 FF1903'STANDARD NGS DISK STAMPED ---OSCEOLA 1979---, SET INTO AN IRREGULAR
 FF1903'MASS OF CONCRETE 1 METER BELOW SURFACE.
 FF1903'
 FF1903'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK STAMPED
 FF1903'---OSCEOLA NO 1 1979---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FF1903'30 CM IN DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 55.47 METERS
 FF1903'NORTH-NORTHEAST FROM THE WIND SOCK.  MARK IS LEVEL WITH STATION.
 FF1903'
 FF1903'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK STAMPED
 FF1903'---OSCEOLA NO 2 1979---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FF1903'30 CM IN DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 27.13 METERS
 FF1903'EAST-NORTHEAST FROM THE WIND SOCK.  MARK IS LEVEL WITH STATION.
 FF1903'
 FF1903'AZIMUTH MARK NUMBER 1 IS A STANDARD NGS DISK STAMPED
 FF1903'---OSCEOLA 1979---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 FF1903'CM IN DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 20.0 METERS EAST FROM
 FF1903'THE CENTER OF STATE HIGHWAY 140, 12.2 METERS NORTH FROM THE CENTER OF
 FF1903'STATE HIGHWAY 119 Y AND 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 (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'
 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'
 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 ARMY CORPS OF ENGINEERS 2000 (JMH)
 FF1903'RECOVERED IN GOOD CONDITION.
 FF1903
 FF1903                          STATION RECOVERY (2008)
 FF1903
 FF1903'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2008 (DLB)
 FF1903'RECOVERED IN GOOD CONDITION.
 FF1903
 FF1903                          STATION RECOVERY (2019)
 FF1903
 FF1903'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2019 (JDH)
 FF1903'RECOVERED IN GOOD CONDITION.
 FF1903
 FF1903                          STATION RECOVERY (2024)
 FF1903
 FF1903'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (JDH)
 FF1903'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1902 ***********************************************************************
 FF1902  DESIGNATION -  OSCEOLA AZ MK
 FF1902  PID         -  FF1902
 FF1902  STATE/COUNTY-  AR/MISSISSIPPI
 FF1902  COUNTRY     -  US
 FF1902  USGS QUAD   -  KEISER (2017)
 FF1902
 FF1902                         *CURRENT SURVEY CONTROL
 FF1902  ______________________________________________________________________
 FF1902* NAD 83(1997) POSITION- 35 41 54.00240(N) 090 01 02.70778(W)   ADJUSTED
 FF1902* NAVD 88 ORTHO HEIGHT -    72.2   (meters)      237.    (feet) VERTCON3
 FF1902  ______________________________________________________________________
 FF1902  GEOID HEIGHT    -        -27.721 (meters)                     GEOID18
 FF1902  LAPLACE CORR    -          0.60  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1902.GEOID18 height accuracy estimate available here.
 FF1902
 FF1902.Click photographs - Photos may exist for this station.
 FF1902
 FF1902.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1902
 FF1902. The following values were computed from the NAD 83(1997) position.
 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                                  132 55 55.3
 FF1902:SPC TN       -  OSCEOLA                                  136 26 15.5
 FF1902:UTM  15      -  OSCEOLA                                  132 20 39.3
 FF1902:UTM  16      -  OSCEOLA                                  135 50 51.0
 FF1902
 FF1902_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6987254591(NAD 83)
 FF1902
 FF1902|---------------------------------------------------------------------|
 FF1902| PID    Reference Object                     Distance      Geod. Az  |
 FF1902|                                                           dddmmss.s |
 FF1902| FE2685 OSCEOLA FED COMP WHSE E TANK        APPROX. 4.4 KM 0923113.1 |
 FF1902| FF1903 OSCEOLA                             APPROX. 1.0 KM 1340508.5 |
 FF1902|---------------------------------------------------------------------|
 FF1902
 FF1902                          SUPERSEDED SURVEY CONTROL
 FF1902
 FF1902  NAD 83(1995)-  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
 FF1902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1902.See file dsdata.pdf to determine how the superseded data were derived.
 FF1902
 FF1902_MARKER: DZ = AZIMUTH MARK DISK
 FF1902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1902_STAMPING: OSCEOLA 1979
 FF1902_MARK LOGO: NGS
 FF1902_PROJECTION: FLUSH
 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     - 19901205 MARK NOT FOUND   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 (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 = MARCH 20, 2026 22:17:28 EDT
 FE2668 ***********************************************************************
 FE2668  DESIGNATION -  OSCEOLA COMPTON TANK
 FE2668  PID         -  FE2668
 FE2668  STATE/COUNTY-  AR/MISSISSIPPI
 FE2668  COUNTRY     -  US
 FE2668  USGS QUAD   -  OSCEOLA (2017)
 FE2668
 FE2668                         *CURRENT SURVEY CONTROL
 FE2668  ______________________________________________________________________
 FE2668* NAD 83(1997) POSITION- 35 41 09.15691(N) 089 58 11.96262(W)   ADJUSTED
 FE2668  ______________________________________________________________________
 FE2668  GEOID HEIGHT    -        -27.684 (meters)                     GEOID18
 FE2668  LAPLACE CORR    -          0.99  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE2668.GEOID18 height accuracy estimate available here.
 FE2668
 FE2668.Click photographs - Photos may exist for this station.
 FE2668
 FE2668.The Laplace correction was computed from DEFLEC18 derived deflections.
 FE2668
 FE2668. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3122553174(NAD 83)
 FE2668
 FE2668                          SUPERSEDED SURVEY CONTROL
 FE2668
 FE2668  NAD 83(1995)-  35 41 09.15720(N)    089 58 11.96242(W) AD(       ) 3
 FE2668  NAD 83(1986)-  35 41 09.16795(N)    089 58 11.96026(W) AD(       ) 3
 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
 FE2668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2668.See file dsdata.pdf to determine how the superseded data were derived.
 FE2668
 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 = MARCH 20, 2026 22:17:28 EDT
 FE2666 ***********************************************************************
 FE2666  DESIGNATION -  OSCEOLA COUNTY CTHSE DOME
 FE2666  PID         -  FE2666
 FE2666  STATE/COUNTY-  AR/MISSISSIPPI
 FE2666  COUNTRY     -  US
 FE2666  USGS QUAD   -  OSCEOLA (2017)
 FE2666
 FE2666                         *CURRENT SURVEY CONTROL
 FE2666  ______________________________________________________________________
 FE2666* NAD 83(1997) POSITION- 35 42 11.87188(N) 089 58 10.29029(W)   ADJUSTED
 FE2666  ______________________________________________________________________
 FE2666  GEOID HEIGHT    -        -27.704 (meters)                     GEOID18
 FE2666  LAPLACE CORR    -          0.84  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE2666.GEOID18 height accuracy estimate available here.
 FE2666
 FE2666.Click photographs - Photos may exist for this station.
 FE2666
 FE2666.The Laplace correction was computed from DEFLEC18 derived deflections.
 FE2666
 FE2666. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3132655105(NAD 83)
 FE2666
 FE2666                          SUPERSEDED SURVEY CONTROL
 FE2666
 FE2666  NAD 83(1995)-  35 42 11.87209(N)    089 58 10.29012(W) AD(       ) 3
 FE2666  NAD 83(1986)-  35 42 11.88306(N)    089 58 10.28807(W) AD(       ) 3
 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
 FE2666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2666.See file dsdata.pdf to determine how the superseded data were derived.
 FE2666
 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 = MARCH 20, 2026 22:17:28 EDT
 FE2667 ***********************************************************************
 FE2667  DESIGNATION -  OSCEOLA FED COMP WHSE W TANK
 FE2667  PID         -  FE2667
 FE2667  STATE/COUNTY-  AR/MISSISSIPPI
 FE2667  COUNTRY     -  US
 FE2667  USGS QUAD   -  OSCEOLA (2017)
 FE2667
 FE2667                         *CURRENT SURVEY CONTROL
 FE2667  ______________________________________________________________________
 FE2667* NAD 83(1997) POSITION- 35 41 44.41628(N) 089 58 21.60449(W)   ADJUSTED
 FE2667  ______________________________________________________________________
 FE2667  GEOID HEIGHT    -        -27.697 (meters)                     GEOID18
 FE2667  LAPLACE CORR    -          0.90  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE2667.GEOID18 height accuracy estimate available here.
 FE2667
 FE2667.Click photographs - Photos may exist for this station.
 FE2667
 FE2667.The Laplace correction was computed from DEFLEC18 derived deflections.
 FE2667
 FE2667. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3101654268(NAD 83)
 FE2667
 FE2667                          SUPERSEDED SURVEY CONTROL
 FE2667
 FE2667  NAD 83(1995)-  35 41 44.41651(N)    089 58 21.60431(W) AD(       ) 3
 FE2667  NAD 83(1986)-  35 41 44.42743(N)    089 58 21.60222(W) AD(       ) 3
 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
 FE2667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2667.See file dsdata.pdf to determine how the superseded data were derived.
 FE2667
 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 = MARCH 20, 2026 22:17:28 EDT
 FE2672 ***********************************************************************
 FE2672  DESIGNATION -  OSCEOLA MUNICIPAL TANK
 FE2672  PID         -  FE2672
 FE2672  STATE/COUNTY-  AR/MISSISSIPPI
 FE2672  COUNTRY     -  US
 FE2672  USGS QUAD   -  OSCEOLA (2017)
 FE2672
 FE2672                         *CURRENT SURVEY CONTROL
 FE2672  ______________________________________________________________________
 FE2672* NAD 83(1997) POSITION- 35 42 18.63793(N) 089 58 08.28090(W)   ADJUSTED
 FE2672  ______________________________________________________________________
 FE2672  GEOID HEIGHT    -        -27.706 (meters)                     GEOID18
 FE2672  LAPLACE CORR    -          0.84  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE2672.GEOID18 height accuracy estimate available here.
 FE2672
 FE2672.Click photographs - Photos may exist for this station.
 FE2672
 FE2672.The Laplace correction was computed from DEFLEC18 derived deflections.
 FE2672
 FE2672. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3138355312(NAD 83)
 FE2672
 FE2672                          SUPERSEDED SURVEY CONTROL
 FE2672
 FE2672  NAD 83(1995)-  35 42 18.63810(N)    089 58 08.28075(W) AD(       ) 3
 FE2672  NAD 83(1986)-  35 42 18.64933(N)    089 58 08.27853(W) AD(       ) 3
 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
 FE2672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2672.See file dsdata.pdf to determine how the superseded data were derived.
 FE2672
 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 = MARCH 20, 2026 22:17:28 EDT
 FE2669 ***********************************************************************
 FE2669  DESIGNATION -  OSCEOLA PRODUCTS CO TANK
 FE2669  PID         -  FE2669
 FE2669  STATE/COUNTY-  AR/MISSISSIPPI
 FE2669  COUNTRY     -  US
 FE2669  USGS QUAD   -  OSCEOLA (2017)
 FE2669
 FE2669                         *CURRENT SURVEY CONTROL
 FE2669  ______________________________________________________________________
 FE2669* NAD 83(1997) POSITION- 35 42 33.31508(N) 089 57 49.15296(W)   ADJUSTED
 FE2669  ______________________________________________________________________
 FE2669  GEOID HEIGHT    -        -27.708 (meters)                     GEOID18
 FE2669  LAPLACE CORR    -          0.82  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE2669.GEOID18 height accuracy estimate available here.
 FE2669
 FE2669.Click photographs - Photos may exist for this station.
 FE2669
 FE2669.The Laplace correction was computed from DEFLEC18 derived deflections.
 FE2669
 FE2669. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3187755750(NAD 83)
 FE2669
 FE2669                          SUPERSEDED SURVEY CONTROL
 FE2669
 FE2669  NAD 83(1995)-  35 42 33.31525(N)    089 57 49.15277(W) AD(       ) 3
 FE2669  NAD 83(1986)-  35 42 33.32609(N)    089 57 49.15071(W) AD(       ) 3
 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
 FE2669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2669.See file dsdata.pdf to determine how the superseded data were derived.
 FE2669
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1901 ***********************************************************************
 FF1901  HT_MOD      -  This is a Height Modernization Survey Station.
 FF1901  DESIGNATION -  OSCEOLA RM 2
 FF1901  PID         -  FF1901
 FF1901  STATE/COUNTY-  AR/MISSISSIPPI
 FF1901  COUNTRY     -  US
 FF1901  USGS QUAD   -  KEISER (2017)
 FF1901
 FF1901                         *CURRENT SURVEY CONTROL
 FF1901  ______________________________________________________________________
 FF1901* NAD 83(2011) POSITION- 35 41 29.84941(N) 090 00 32.52655(W)   ADJUSTED
 FF1901* NAD 83(2011) ELLIP HT-    42.863 (meters)        (10/02/24)   ADJUSTED
 FF1901* NAD 83(2011) EPOCH   -  2010.00
 FF1901* NAVD 88 ORTHO HEIGHT -    70.58  (meters)      231.6   (feet) GPS OBS
 FF1901  ______________________________________________________________________
 FF1901  GEOID HEIGHT    -        -27.711 (meters)                     GEOID18
 FF1901  NAD 83(2011) X  -      -,817.808 (meters)                     COMP
 FF1901  NAD 83(2011) Y  - -5,186,070.666 (meters)                     COMP
 FF1901  NAD 83(2011) Z  -  3,700,481.273 (meters)                     COMP
 FF1901  LAPLACE CORR    -          0.71  (seconds)                    DEFLEC18
 FF1901
 FF1901  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FF1901  Standards:
 FF1901         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FF1901            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FF1901  -------------------------------------------------------------------
 FF1901  NETWORK    0.85   1.90           0.37   0.32   0.97     -0.05327462
 FF1901  -------------------------------------------------------------------
 FF1901  Click here for local accuracies and other accuracy information.
 FF1901
 FF1901.This mark is at Osceola Airport (7M4)
 FF1901
 FF1901.The horizontal coordinates were established by GPS observations
 FF1901.and adjusted by the ARKANSAS DEPT OF TRANS in October 2024.
 FF1901
 FF1901.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FF1901.been affixed to the stable North American tectonic plate. See 
 FF1901.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FF1901
 FF1901.The horizontal coordinates are valid at the epoch date displayed above
 FF1901.which is a decimal equivalence of Year/Month/Day.
 FF1901
 FF1901.The orthometric height was determined by GPS observations and a
 FF1901.high-resolution geoid model using precise GPS observation and
 FF1901.processing techniques.
 FF1901
 FF1901.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1901.GEOID18 height accuracy estimate available here.
 FF1901
 FF1901.Click photographs - Photos may exist for this station.
 FF1901
 FF1901.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF1901
 FF1901.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1901
 FF1901.The ellipsoidal height was determined by GPS observations
 FF1901.and is referenced to NAD 83.
 FF1901
 FF1901. The following values were computed from the NAD 83(2011) position.
 FF1901
 FF1901;                    North         East     Units Scale Factor Converg.
 FF1901;SPC AR N     -   152,513.029   580,185.493   MT  0.99993768   +1 09 30.7
 FF1901;SPC AR N     -   500,369.83  1,903,491.90   sFT  0.99993768   +1 09 30.7
 FF1901;SPC TN       -   158,131.930   237,247.669   MT  0.99995148   -2 20 49.4
 FF1901;SPC TN       -   518,804.51    778,370.06   sFT  0.99995148   -2 20 49.4
 FF1901;UTM  15      - 3,953,869.716   770,653.681   MT  1.00050278   +1 44 45.8
 FF1901;UTM  16      - 3,953,919.728   227,710.647   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 19.4
 FF1901:SPC TN       -  PLUM                                     108 48 39.5
 FF1901:UTM  15      -  PLUM                                     104 43 04.3
 FF1901:UTM  16      -  PLUM                                     108 13 13.9
 FF1901
 FF1901_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV7065353869(NAD 83)
 FF1901
 FF1901|---------------------------------------------------------------------|
 FF1901| PID    Reference Object                     Distance      Geod. Az  |
 FF1901|                                                           dddmmss.s |
 FF1901| FE2679 PLUM                                APPROX. 4.8 KM 1062750.1 |
 FF1901| FF1903 OSCEOLA                              22.193 METERS 33150     |
 FF1901|---------------------------------------------------------------------|
 FF1901
 FF1901                          SUPERSEDED SURVEY CONTROL
 FF1901
 FF1901  NAD 83(1997)-  35 41 29.84948(N)    090 00 32.52790(W) AD(       ) 2
 FF1901  NAD 83(1995)-  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  NAVD 88 (06/22/20)   70.646  (m)          231.78   (f) ADJUSTED    1 2
 FF1901  NGVD 29 (07/19/86)   71.2    (m)          234.     (f) VERT ANG       
 FF1901
 FF1901.Superseded values are not recommended for survey control.
 FF1901
 FF1901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1901.See file dsdata.pdf to determine how the superseded data were derived.
 FF1901
 FF1901_MARKER: DR = REFERENCE MARK DISK
 FF1901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1901_STAMPING: OSCEOLA NO 2 1979
 FF1901_MARK LOGO: NGS
 FF1901_PROJECTION: FLUSH
 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 - July 31, 2024
 FF1901
 FF1901  HISTORY     - Date     Condition        Report By
 FF1901  HISTORY     - 1979     MONUMENTED       NGS
 FF1901  HISTORY     - 1979     GOOD             NGS
 FF1901  HISTORY     - 19901205 GOOD             NGS
 FF1901  HISTORY     - 20190417 GOOD             ARHD
 FF1901  HISTORY     - 20240731 GOOD             ARHD
 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.
 FF1901
 FF1901                          STATION RECOVERY (2019)
 FF1901
 FF1901'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2019 (JDH)
 FF1901'RECOVERED IN GOOD CONDITION.
 FF1901
 FF1901                          STATION RECOVERY (2024)
 FF1901
 FF1901'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (JDH)
 FF1901'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FE2682 ***********************************************************************
 FE2682  DESIGNATION -  OSCEOLA W MUNICIPAL TANK
 FE2682  PID         -  FE2682
 FE2682  STATE/COUNTY-  AR/MISSISSIPPI
 FE2682  COUNTRY     -  US
 FE2682  USGS QUAD   -  OSCEOLA (2017)
 FE2682
 FE2682                         *CURRENT SURVEY CONTROL
 FE2682  ______________________________________________________________________
 FE2682* NAD 83(1997) POSITION- 35 41 56.30639(N) 089 58 56.56646(W)   ADJUSTED
 FE2682  ______________________________________________________________________
 FE2682  GEOID HEIGHT    -        -27.706 (meters)                     GEOID18
 FE2682  LAPLACE CORR    -          0.87  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE2682.GEOID18 height accuracy estimate available here.
 FE2682
 FE2682.Click photographs - Photos may exist for this station.
 FE2682
 FE2682.The Laplace correction was computed from DEFLEC18 derived deflections.
 FE2682
 FE2682. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3014854661(NAD 83)
 FE2682
 FE2682                          SUPERSEDED SURVEY CONTROL
 FE2682
 FE2682  NAD 83(1995)-  35 41 56.30665(N)    089 58 56.56626(W) AD(       ) 3
 FE2682  NAD 83(1986)-  35 41 56.31750(N)    089 58 56.56425(W) AD(       ) 3
 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
 FE2682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2682.See file dsdata.pdf to determine how the superseded data were derived.
 FE2682
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0657 ***********************************************************************
 GF0657  DESIGNATION -  OTT
 GF0657  PID         -  GF0657
 GF0657  STATE/COUNTY-  AR/FULTON
 GF0657  COUNTRY     -  US
 GF0657  USGS QUAD   -  GEPP (2017)
 GF0657
 GF0657                         *CURRENT SURVEY CONTROL
 GF0657  ______________________________________________________________________
 GF0657* NAD 83(1997) POSITION- 36 29 54.19621(N) 092 03 30.37833(W)   ADJUSTED
 GF0657* NAVD 88 ORTHO HEIGHT -   283.    (meters)      928.    (feet) SCALED
 GF0657  ______________________________________________________________________
 GF0657  GEOID HEIGHT    -        -28.466 (meters)                     GEOID18
 GF0657  LAPLACE CORR    -          0.12  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0657.GEOID18 height accuracy estimate available here.
 GF0657
 GF0657.Click photographs - Photos may exist for this station.
 GF0657
 GF0657.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0657
 GF0657. The following values were computed from the NAD 83(1997) position.
 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  =   1.00002318
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA8432439641(NAD 83)
 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
 GF0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0657.See file dsdata.pdf to determine how the superseded data were derived.
 GF0657
 GF0657_MARKER: DS = TRIANGULATION STATION DISK
 GF0657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0657_STAMPING: OTT 1953
 GF0657_MARK LOGO: CGS
 GF0657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0657+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0852 ***********************************************************************
 FF0852  DESIGNATION -  OTWELL
 FF0852  PID         -  FF0852
 FF0852  STATE/COUNTY-  AR/CRAIGHEAD
 FF0852  COUNTRY     -  US
 FF0852  USGS QUAD   -  OTWELL (2017)
 FF0852
 FF0852                         *CURRENT SURVEY CONTROL
 FF0852  ______________________________________________________________________
 FF0852* NAD 83(1997) POSITION- 35 43 35.33727(N) 090 50 13.75473(W)   ADJUSTED
 FF0852* NAVD 88 ORTHO HEIGHT -    77.269 (meters)      253.51  (feet) ADJUSTED
 FF0852  ______________________________________________________________________
 FF0852  GEOID HEIGHT    -        -27.714 (meters)                     GEOID18
 FF0852  LAPLACE CORR    -         -0.09  (seconds)                    DEFLEC18
 FF0852  DYNAMIC HEIGHT  -         77.203 (meters)      253.29  (feet) COMP
 FF0852  MODELED GRAVITY -    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 and
 FF0852.adjusted by the NATIONAL GEODETIC SURVEY
 FF0852.in June 1991.
 FF0852
 FF0852.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0852.GEOID18 height accuracy estimate available here.
 FF0852
 FF0852.Click photographs - Photos may exist for this station.
 FF0852
 FF0852.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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     -  RISHER                                   279 23 09.1
 FF0852:UTM  15      -  RISHER                                   278 47 57.1
 FF0852
 FF0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV9561755768(NAD 83)
 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(1995)-  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              77.20   (m)          253.3    (f) LEVELING    3  
 FF0852  NGVD 29 (11/26/84)   77.198  (m)          253.27   (f) ADJUSTED    1 2
 FF0852
 FF0852.Superseded values are not recommended for survey control.
 FF0852
 FF0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0852.See file dsdata.pdf to determine how the superseded data were derived.
 FF0852
 FF0852_MARKER: DS = TRIANGULATION STATION DISK
 FF0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0852_STAMPING: OTWELL 1954
 FF0852_MARK LOGO: CGS
 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 - October 03, 2022
 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  HISTORY     - 20221003 GOOD             ARHD
 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.
 FF0852
 FF0852                          STATION RECOVERY (2022)
 FF0852
 FF0852'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2022 (AC)
 FF0852'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0850 ***********************************************************************
 FF0850  DESIGNATION -  OTWELL AZ MK
 FF0850  PID         -  FF0850
 FF0850  STATE/COUNTY-  AR/CRAIGHEAD
 FF0850  COUNTRY     -  US
 FF0850  USGS QUAD   -  OTWELL (2017)
 FF0850
 FF0850                         *CURRENT SURVEY CONTROL
 FF0850  ______________________________________________________________________
 FF0850* NAD 83(1986) POSITION- 35 43 21.     (N) 090 50 20.     (W)   SCALED
 FF0850* NAVD 88 ORTHO HEIGHT -    76.991 (meters)      252.59  (feet) ADJUSTED
 FF0850  ______________________________________________________________________
 FF0850  GEOID HEIGHT    -        -27.710 (meters)                     GEOID18
 FF0850  DYNAMIC HEIGHT  -         76.925 (meters)      252.38  (feet) COMP
 FF0850  MODELED GRAVITY -    979,777.4   (mgal)                       NAVD 88
 FF0850
 FF0850  VERT ORDER      -  FIRST     CLASS II
 FF0850
 FF0850.The horizontal coordinates were scaled from a map and have
 FF0850.an estimated accuracy of +/- 6 seconds.
 FF0850
 FF0850.The orthometric height was determined by differential leveling and
 FF0850.adjusted by the NATIONAL GEODETIC SURVEY
 FF0850.in June 1991.
 FF0850
 FF0850.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0850.GEOID18 height accuracy estimate available here.
 FF0850
 FF0850.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV954553(NAD 83)
 FF0850
 FF0850                          SUPERSEDED SURVEY CONTROL
 FF0850
 FF0850  NGVD 29 (11/26/84)   76.920  (m)          252.36   (f) ADJUSTED    1 2
 FF0850
 FF0850.Superseded values are not recommended for survey control.
 FF0850
 FF0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0850.See file dsdata.pdf to determine how the superseded data were derived.
 FF0850
 FF0850_MARKER: DZ = AZIMUTH MARK DISK
 FF0850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0850_STAMPING: OTWELL 1954
 FF0850_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0854 ***********************************************************************
 FF0854  DESIGNATION -  OTWELL RM 1
 FF0854  PID         -  FF0854
 FF0854  STATE/COUNTY-  AR/CRAIGHEAD
 FF0854  COUNTRY     -  US
 FF0854  USGS QUAD   -  OTWELL (2017)
 FF0854
 FF0854                         *CURRENT SURVEY CONTROL
 FF0854  ______________________________________________________________________
 FF0854* NAD 83(1986) POSITION- 35 43 35.66   (N) 090 50 12.79   (W)   HD_HELD1
 FF0854* NAVD 88 ORTHO HEIGHT -    77.500 (meters)      254.26  (feet) ADJUSTED
 FF0854  ______________________________________________________________________
 FF0854  GEOID HEIGHT    -        -27.714 (meters)                     GEOID18
 FF0854  DYNAMIC HEIGHT  -         77.434 (meters)      254.05  (feet) COMP
 FF0854  MODELED GRAVITY -    979,777.7   (mgal)                       NAVD 88
 FF0854
 FF0854  VERT ORDER      -  FIRST     CLASS II
 FF0854
 FF0854.The horizontal coordinates were determined by differentially corrected
 FF0854.hand held GPS observations or other comparable positioning techniques
 FF0854.and have an estimated accuracy of +/- 3 meters.
 FF0854
 FF0854.The orthometric height was determined by differential leveling and
 FF0854.adjusted by the NATIONAL GEODETIC SURVEY
 FF0854.in June 1991.
 FF0854
 FF0854.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0854.GEOID18 height accuracy estimate available here.
 FF0854
 FF0854.Click photographs - Photos may exist for this station.
 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     -   155,190.0     505,222.6     MT  (+/- 3 meters HH1 GPS) 
 FF0854
 FF0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV9564155779(NAD 83)
 FF0854
 FF0854                          SUPERSEDED SURVEY CONTROL
 FF0854
 FF0854  NGVD 29 (11/26/84)   77.428  (m)          254.03   (f) ADJUSTED    1 2
 FF0854
 FF0854.Superseded values are not recommended for survey control.
 FF0854
 FF0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0854.See file dsdata.pdf to determine how the superseded data were derived.
 FF0854
 FF0854_MARKER: DR = REFERENCE MARK DISK
 FF0854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0854_STAMPING: OTWELL NO 1 1954
 FF0854_MARK LOGO: CGS
 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 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1926 ***********************************************************************
 EJ1926  DESIGNATION -  OUACHITA
 EJ1926  PID         -  EJ1926
 EJ1926  STATE/COUNTY-  AR/GARLAND
 EJ1926  COUNTRY     -  US
 EJ1926  USGS QUAD   -  HAMILTON (2017)
 EJ1926
 EJ1926                         *CURRENT SURVEY CONTROL
 EJ1926  ______________________________________________________________________
 EJ1926* NAD 83(1997) POSITION- 34 43 47.57937(N) 093 13 35.16800(W)   ADJUSTED
 EJ1926* NAVD 88 ORTHO HEIGHT -   597.80  (+/-2cm)     1961.3   (feet) VERTCON3
 EJ1926  ______________________________________________________________________
 EJ1926  GEOID HEIGHT    -        -28.208 (meters)                     GEOID18
 EJ1926  LAPLACE CORR    -          4.34  (seconds)                    DEFLEC18
 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
 EJ1926.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1926.GEOID18 height accuracy estimate available here.
 EJ1926
 EJ1926.The vertical order pertains to the NGVD 29 superseded value.
 EJ1926
 EJ1926.Click photographs - Photos may exist for this station.
 EJ1926
 EJ1926.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1926
 EJ1926. The following values were computed from the NAD 83(1997) position.
 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;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     -   0.99991060  x   0.99999200  =   0.99990260
 EJ1926!UTM  15      -   0.99991060  x   0.99960530  =   0.99951593
 EJ1926
 EJ1926:                Primary Azimuth Mark                     Grid Az
 EJ1926:SPC AR S     -  DECKARD                                  054 52 19.9
 EJ1926:UTM  15      -  DECKARD                                  054 18 53.2
 EJ1926
 EJ1926_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU7926943112(NAD 83)
 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             597.76   (m)         1961.2    (f) LEVELING    3  
 EJ1926
 EJ1926.Superseded values are not recommended for survey control.
 EJ1926
 EJ1926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1926.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1926
 EJ1926_MARKER: DS = TRIANGULATION STATION DISK
 EJ1926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1926_STAMPING: OUACHITA 1956
 EJ1926_MARK LOGO: CGS
 EJ1926_PROJECTION: FLUSH
 EJ1926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1926+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0890 ***********************************************************************
 GE0890  DESIGNATION -  OXFORD
 GE0890  PID         -  GE0890
 GE0890  STATE/COUNTY-  AR/IZARD
 GE0890  COUNTRY     -  US
 GE0890  USGS QUAD   -  OXFORD (2017)
 GE0890
 GE0890                         *CURRENT SURVEY CONTROL
 GE0890  ______________________________________________________________________
 GE0890* NAD 83(1997) POSITION- 36 10 53.29899(N) 091 55 01.05021(W)   ADJUSTED
 GE0890* NAVD 88 ORTHO HEIGHT -   277.    (meters)      909.    (feet) SCALED
 GE0890  ______________________________________________________________________
 GE0890  GEOID HEIGHT    -        -28.022 (meters)                     GEOID18
 GE0890  LAPLACE CORR    -          0.10  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0890.GEOID18 height accuracy estimate available here.
 GE0890
 GE0890.Click photographs - Photos may exist for this station.
 GE0890
 GE0890.The Laplace correction was computed from DEFLEC18 derived deflections.
 GE0890
 GE0890. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 GE0890:SPC AR N     -  BEXAR                                    323 49 10.7
 GE0890:UTM  15      -  BEXAR                                    323 13 42.8
 GE0890
 GE0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA9738904620(NAD 83)
 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
 GE0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0890.See file dsdata.pdf to determine how the superseded data were derived.
 GE0890
 GE0890_MARKER: DS = TRIANGULATION STATION DISK
 GE0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0890_STAMPING: OXFORD 1953
 GE0890_MARK LOGO: CGS
 GE0890_PROJECTION: FLUSH
 GE0890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0890+STABILITY: SURFACE MOTION
 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 DEPARTMENT OF TRANSPORTATION 2005 (VJB)
 GE0890'TOWER GONE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1919 ***********************************************************************
 FG1919  DESIGNATION -  OZARK
 FG1919  PID         -  FG1919
 FG1919  STATE/COUNTY-  AR/FRANKLIN
 FG1919  COUNTRY     -  US
 FG1919  USGS QUAD   -  WATALULA (2017)
 FG1919
 FG1919                         *CURRENT SURVEY CONTROL
 FG1919  ______________________________________________________________________
 FG1919* NAD 83(1997) POSITION- 35 30 05.57720(N) 093 48 45.49599(W)   ADJUSTED
 FG1919* NAVD 88 ORTHO HEIGHT -   259.4   (meters)      851.    (feet) VERTCON3
 FG1919  ______________________________________________________________________
 FG1919  GEOID HEIGHT    -        -29.166 (meters)                     GEOID18
 FG1919  LAPLACE CORR    -          1.54  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1919.GEOID18 height accuracy estimate available here.
 FG1919
 FG1919.Click photographs - Photos may exist for this station.
 FG1919
 FG1919.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1919
 FG1919. The following values were computed from the NAD 83(1997) position.
 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     -   0.99996386  x   0.99993697  =   0.99990083
 FG1919!UTM  15      -   0.99996386  x   0.99966693  =   0.99963080
 FG1919
 FG1919:                Primary Azimuth Mark                     Grid Az
 FG1919:SPC AR N     -  ALTUS                                    139 28 17.3
 FG1919:UTM  15      -  ALTUS                                    138 53 19.1
 FG1919
 FG1919_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV2629928968(NAD 83)
 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(1993)-  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
 FG1919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1919.See file dsdata.pdf to determine how the superseded data were derived.
 FG1919
 FG1919_MARKER: DS = TRIANGULATION STATION DISK
 FG1919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1919_STAMPING: OZARK 1940
 FG1919_MARK LOGO: CGS
 FG1919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1919+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0872 ***********************************************************************
 GE0872  DESIGNATION -  OZARK
 GE0872  PID         -  GE0872
 GE0872  STATE/COUNTY-  AR/SHARP
 GE0872  COUNTRY     -  US
 GE0872  USGS QUAD   -  HARDY (2017)
 GE0872
 GE0872                         *CURRENT SURVEY CONTROL
 GE0872  ______________________________________________________________________
 GE0872* NAD 83(1997) POSITION- 36 18 38.52138(N) 091 23 50.36454(W)   ADJUSTED
 GE0872* NAVD 88 ORTHO HEIGHT -   251.    (meters)      823.    (feet) SCALED
 GE0872  ______________________________________________________________________
 GE0872  GEOID HEIGHT    -        -28.413 (meters)                     GEOID18
 GE0872  LAPLACE CORR    -          0.26  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0872.GEOID18 height accuracy estimate available here.
 GE0872
 GE0872.Click photographs - Photos may exist for this station.
 GE0872
 GE0872.The Laplace correction was computed from DEFLEC18 derived deflections.
 GE0872
 GE0872. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 GE0872:SPC AR N     -  OZARK AZ MK                              185 21 59.6
 GE0872:UTM  15      -  OZARK AZ MK                              184 46 04.9
 GE0872
 GE0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA4388219602(NAD 83)
 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
 GE0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0872.See file dsdata.pdf to determine how the superseded data were derived.
 GE0872
 GE0872_MARKER: DS = TRIANGULATION STATION DISK
 GE0872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1897 ***********************************************************************
 FG1897  DESIGNATION -  OZARK ARK VALLEY ELEC RAD MAST
 FG1897  PID         -  FG1897
 FG1897  STATE/COUNTY-  AR/FRANKLIN
 FG1897  COUNTRY     -  US
 FG1897  USGS QUAD   -  OZARK (2017)
 FG1897
 FG1897                         *CURRENT SURVEY CONTROL
 FG1897  ______________________________________________________________________
 FG1897* NAD 83(1997) POSITION- 35 29 45.98973(N) 093 48 51.11980(W)   ADJUSTED
 FG1897  ______________________________________________________________________
 FG1897  GEOID HEIGHT    -        -29.190 (meters)                     GEOID18
 FG1897  LAPLACE CORR    -          1.58  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1897.GEOID18 height accuracy estimate available here.
 FG1897
 FG1897.Click photographs - Photos may exist for this station.
 FG1897
 FG1897.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1897
 FG1897. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV2615328366(NAD 83)
 FG1897
 FG1897                          SUPERSEDED SURVEY CONTROL
 FG1897
 FG1897  NAD 83(1993)-  35 29 46.00050(N)    093 48 51.11817(W) AD(       ) 3
 FG1897  NAD 83(1986)-  35 29 45.99988(N)    093 48 51.11482(W) AD(       ) 3
 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
 FG1897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1897.See file dsdata.pdf to determine how the superseded data were derived.
 FG1897
 FG1897_MARKER: 42 = RADIO/TV MAST
 FG1897_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG1897+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2009
 FG1897
 FG1897  HISTORY     - Date     Condition        Report By
 FG1897  HISTORY     - 1971     FIRST OBSERVED   NGS
 FG1897  HISTORY     - 20091127 GOOD             GEOCAC
 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.
 FG1897
 FG1897                          STATION RECOVERY (2009)
 FG1897
 FG1897'RECOVERY NOTE BY GEOCACHING 2009 (JA)
 FG1897'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1920 ***********************************************************************
 FG1920  DESIGNATION -  OZARK ARK W GAS RAD MAST
 FG1920  PID         -  FG1920
 FG1920  STATE/COUNTY-  AR/FRANKLIN
 FG1920  COUNTRY     -  US
 FG1920  USGS QUAD   -  WATALULA (2017)
 FG1920
 FG1920                         *CURRENT SURVEY CONTROL
 FG1920  ______________________________________________________________________
 FG1920* NAD 83(1997) POSITION- 35 31 39.10914(N) 093 49 09.33557(W)   ADJUSTED
 FG1920  ______________________________________________________________________
 FG1920  GEOID HEIGHT    -        -29.066 (meters)                     GEOID18
 FG1920  LAPLACE CORR    -          1.38  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1920.GEOID18 height accuracy estimate available here.
 FG1920
 FG1920.Click photographs - Photos may exist for this station.
 FG1920
 FG1920.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1920
 FG1920. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV2572331855(NAD 83)
 FG1920
 FG1920                          SUPERSEDED SURVEY CONTROL
 FG1920
 FG1920  NAD 83(1993)-  35 31 39.12009(N)    093 49 09.33398(W) AD(       ) 3
 FG1920  NAD 83(1986)-  35 31 39.11938(N)    093 49 09.33026(W) AD(       ) 3
 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
 FG1920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1920.See file dsdata.pdf to determine how the superseded data were derived.
 FG1920
 FG1920_MARKER: 42 = RADIO/TV MAST
 FG1920_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG1920+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2009
 FG1920
 FG1920  HISTORY     - Date     Condition        Report By
 FG1920  HISTORY     - 1971     FIRST OBSERVED   NGS
 FG1920  HISTORY     - 20091127 GOOD             GEOCAC
 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.
 FG1920
 FG1920                          STATION RECOVERY (2009)
 FG1920
 FG1920'RECOVERY NOTE BY GEOCACHING 2009 (JA)
 FG1920'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1891 ***********************************************************************
 FG1891  DESIGNATION -  OZARK FRANKLIN CO CH CLOCK TWR
 FG1891  PID         -  FG1891
 FG1891  STATE/COUNTY-  AR/FRANKLIN
 FG1891  COUNTRY     -  US
 FG1891  USGS QUAD   -  OZARK (2017)
 FG1891
 FG1891                         *CURRENT SURVEY CONTROL
 FG1891  ______________________________________________________________________
 FG1891* NAD 83(1997) POSITION- 35 29 11.53954(N) 093 49 36.71666(W)   ADJUSTED
 FG1891  ______________________________________________________________________
 FG1891  GEOID HEIGHT    -        -29.240 (meters)                     GEOID18
 FG1891  LAPLACE CORR    -          1.00  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1891.GEOID18 height accuracy estimate available here.
 FG1891
 FG1891.Click photographs - Photos may exist for this station.
 FG1891
 FG1891.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1891
 FG1891. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV2499527314(NAD 83)
 FG1891
 FG1891                          SUPERSEDED SURVEY CONTROL
 FG1891
 FG1891  NAD 83(1993)-  35 29 11.55013(N)    093 49 36.71501(W) AD(       ) 3
 FG1891  NAD 83(1986)-  35 29 11.54956(N)    093 49 36.71073(W) AD(       ) 3
 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
 FG1891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1891.See file dsdata.pdf to determine how the superseded data were derived.
 FG1891
 FG1891_MARKER: 55 = TOWER
 FG1891_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG1891+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2009
 FG1891
 FG1891  HISTORY     - Date     Condition        Report By
 FG1891  HISTORY     - 1940     FIRST OBSERVED   CGS
 FG1891  HISTORY     - 20091127 GOOD             GEOCAC
 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.
 FG1891
 FG1891                          STATION RECOVERY (2009)
 FG1891
 FG1891'RECOVERY NOTE BY GEOCACHING 2009 (JA)
 FG1891'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 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  COUNTRY     -  US
 FG1957  USGS QUAD   -  WATALULA (2017)
 FG1957
 FG1957                         *CURRENT SURVEY CONTROL
 FG1957  ______________________________________________________________________
 FG1957* NAD 83(2011) POSITION- 35 30 39.19610(N) 093 50 18.80976(W)   ADJUSTED
 FG1957* NAD 83(2011) ELLIP HT-   160.754 (meters)        (06/27/12)   ADJUSTED
 FG1957* NAD 83(2011) EPOCH   -  2010.00
 FG1957* NAVD 88 ORTHO HEIGHT -   189.877 (meters)      622.95  (feet) ADJUSTED
 FG1957  ______________________________________________________________________
 FG1957  GEOID HEIGHT    -        -29.146 (meters)                     GEOID18
 FG1957  NAD 83(2011) X  -   -347,971.377 (meters)                     COMP
 FG1957  NAD 83(2011) Y  - -5,186,179.861 (meters)                     COMP
 FG1957  NAD 83(2011) Z  -  3,684,244.739 (meters)                     COMP
 FG1957  LAPLACE CORR    -          0.94  (seconds)                    DEFLEC18
 FG1957  DYNAMIC HEIGHT  -        189.703 (meters)      622.38  (feet) COMP
 FG1957  MODELED GRAVITY -    979,713.4   (mgal)                       NAVD 88
 FG1957
 FG1957  VERT ORDER      -  SECOND    CLASS I
 FG1957
 FG1957  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FG1957  Standards:
 FG1957         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FG1957            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FG1957  -------------------------------------------------------------------
 FG1957  NETWORK    0.31   0.69           0.14   0.11   0.35      0.00412395
 FG1957  -------------------------------------------------------------------
 FG1957  Click here for local accuracies and other accuracy information.
 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 June 2012.
 FG1957
 FG1957.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FG1957.been affixed to the stable North American tectonic plate. See 
 FG1957.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FG1957
 FG1957.The horizontal coordinates are valid at the epoch date displayed above
 FG1957.which is a decimal equivalence of Year/Month/Day.
 FG1957
 FG1957.The orthometric height was determined by differential leveling and
 FG1957.adjusted by the NATIONAL GEODETIC SURVEY
 FG1957.in February 2023.
 FG1957
 FG1957.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1957.GEOID18 height accuracy estimate available here.
 FG1957
 FG1957.Click photographs - Photos may exist for this station.
 FG1957
 FG1957.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FG1957
 FG1957.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1957
 FG1957.The ellipsoidal height was determined by GPS observations
 FG1957.and is referenced to NAD 83.
 FG1957
 FG1957.The dynamic height is computed by dividing the NAVD 88
 FG1957.geopotential number by the normal gravity value computed on the
 FG1957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FG1957.degrees latitude (g = 980.6199 gals.).
 FG1957
 FG1957.The modeled gravity was interpolated from observed gravity values.
 FG1957
 FG1957. The following values were computed from the NAD 83(2011) position.
 FG1957
 FG1957;                    North         East     Units Scale Factor Converg.
 FG1957;SPC AR N     -   132,196.506   233,231.481   MT  0.99993675   -1 04 11.5
 FG1957;SPC AR N     -   433,714.70    765,193.62   sFT  0.99993675   -1 04 11.5
 FG1957;UTM  15      - 3,930,024.212   423,957.925   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV2395730024(NAD 83)
 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  NAD 83(2007)-  35 30 39.19604(N)    093 50 18.81056(W) AD(2002.00) 0
 FG1957  ELLIP H (02/10/07)  160.775  (m)                       GP(2002.00)    
 FG1957  ELLIP H (07/20/01)  160.764  (m)                       GP(       ) 4 1
 FG1957  NAD 83(1997)-  35 30 39.19587(N)    093 50 18.81076(W) AD(       ) B
 FG1957  ELLIP H (09/19/97)  160.798  (m)                       GP(       ) 4 1
 FG1957  NAD 83(1993)-  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  NAVD 88 (07/20/01)  189.91   (m)  GEOID99  model used  GPS OBS        
 FG1957  NAVD 88 (09/19/97)  189.88   (m)  GEOID96  model used  GPS OBS        
 FG1957  NGVD 29 (11/13/90)  190.05   (m)  RAPSU86  model used  GPS OBS        
 FG1957
 FG1957.Superseded values are not recommended for survey control.
 FG1957
 FG1957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1957.See file dsdata.pdf to determine how the superseded data were derived.
 FG1957
 FG1957_MARKER: F = FLANGE-ENCASED ROD
 FG1957_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FG1957_STAMPING: OZARPORT 1990
 FG1957_MARK LOGO: NGS
 FG1957_PROJECTION: FLUSH
 FG1957_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 FG1957_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1957_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG1957+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2022
 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  HISTORY     - 20221102 GOOD             ARHD
 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.
 FG1957
 FG1957                          STATION RECOVERY (2022)
 FG1957
 FG1957'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2022 (JDH)
 FG1957'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR8572 ***********************************************************************
 DR8572  DESIGNATION -  OZARPORT 2
 DR8572  PID         -  DR8572
 DR8572  STATE/COUNTY-  AR/FRANKLIN
 DR8572  COUNTRY     -  US
 DR8572  USGS QUAD   -  WATALULA (2017)
 DR8572
 DR8572                         *CURRENT SURVEY CONTROL
 DR8572  ______________________________________________________________________
 DR8572* NAD 83(1986) POSITION- 35 30 33.9    (N) 093 50 23.3    (W)   HD_HELD2
 DR8572* NAVD 88 ORTHO HEIGHT -   187.713 (meters)      615.86  (feet) ADJUSTED
 DR8572  ______________________________________________________________________
 DR8572  GEOID HEIGHT    -        -29.153 (meters)                     GEOID18
 DR8572  DYNAMIC HEIGHT  -        187.541 (meters)      615.29  (feet) COMP
 DR8572  MODELED GRAVITY -    979,713.4   (mgal)                       NAVD 88
 DR8572
 DR8572  VERT ORDER      -  SECOND    CLASS I
 DR8572
 DR8572.The horizontal coordinates were established by autonomous hand held GPS
 DR8572.observations and have an estimated accuracy of +/- 10 meters.
 DR8572
 DR8572.The orthometric height was determined by differential leveling and
 DR8572.adjusted by the NATIONAL GEODETIC SURVEY
 DR8572.in February 2023.
 DR8572
 DR8572.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8572.GEOID18 height accuracy estimate available here.
 DR8572
 DR8572.Click photographs - Photos may exist for this station.
 DR8572
 DR8572.The dynamic height is computed by dividing the NAVD 88
 DR8572.geopotential number by the normal gravity value computed on the
 DR8572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR8572.degrees latitude (g = 980.6199 gals.).
 DR8572
 DR8572.The modeled gravity was interpolated from observed gravity values.
 DR8572
 DR8572;                    North         East    Units  Estimated Accuracy
 DR8572;SPC AR N     -   132,035.      233,115.      MT  (+/- 10 meters HH2 GPS)
 DR8572
 DR8572_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV2384329862(NAD 83)
 DR8572
 DR8572                          SUPERSEDED SURVEY CONTROL
 DR8572
 DR8572.No superseded survey control is available for this station.
 DR8572
 DR8572_MARKER: DV = VERTICAL CONTROL DISK
 DR8572_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR8572_SP_SET: CATCH BASIN
 DR8572_STAMPING: OZARPORT 2 2022
 DR8572_MARK LOGO: NGS
 DR8572_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR8572_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR8572_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR8572+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2022
 DR8572
 DR8572  HISTORY     - Date     Condition        Report By
 DR8572  HISTORY     - 20221103 MONUMENTED       ARHD
 DR8572
 DR8572                          STATION DESCRIPTION
 DR8572
 DR8572'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2022 (JDH)
 DR8572'THE MARK IS LOCATED ABOUT 5.1 MI (8.2 KM) EAST-SOUTHEAST OF CRAVENS,
 DR8572'4.5 MI (7.2 KM) SOUTH OF WATALULA AND 1.7 MI (2.7 KM) NORTH-NORTHWEST
 DR8572'OF OZARK.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR8572'
 DR8572'TO REACH FROM THE INTERSECTION OF US HIGHWAY 64 AND STATE HIGHWAY 23
 DR8572'N, HEAD NORTH ALONG HIGHWAY 23 FOR 1.10 MI (1.77 KM) TO CITY STREET
 DR8572'AIRPORT.  TURN RIGHT AND GO EAST ALONG AIRPORT ROAD FOR 0.3 MI
 DR8572'(0.5KM).  TURN LEFT AND GO NORTHWEST THROUGH THE OZARK AIRPORT FOR 400
 DR8572'FT (121.9 M) TO THE STATION ON THE RIGHT. IN THE EAST CORNER OF A DROP
 DR8572'INLET.
 DR8572'
 DR8572'IT IS 137 FT (41.8 M) NORTHWEST OF THE NORTHWEST CORNER OF METAL
 DR8572'BUILDING, 51 FT (15.5 M) SOUTHEAST OF PAVED TAXY WAY CENTERLINE, 30 FT
 DR8572'(9.1 M) EAST OF TAXIWAY LIGHT.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1958 ***********************************************************************
 FG1958  DESIGNATION -  OZARPORT AZ MK
 FG1958  PID         -  FG1958
 FG1958  STATE/COUNTY-  AR/FRANKLIN
 FG1958  COUNTRY     -  US
 FG1958  USGS QUAD   -  WATALULA (2017)
 FG1958
 FG1958                         *CURRENT SURVEY CONTROL
 FG1958  ______________________________________________________________________
 FG1958* NAD 83(1997) POSITION- 35 30 49.41920(N) 093 50 05.95463(W)   ADJUSTED
 FG1958* NAD 83(1997) ELLIP HT-   167.572 (meters)        (09/24/01)   ADJUSTED
 FG1958* NAVD 88 ORTHO HEIGHT -   196.9   (meters)      646.    (feet) VERTCON3
 FG1958  ______________________________________________________________________
 FG1958  GEOID HEIGHT    -        -29.132 (meters)                     GEOID18
 FG1958  NAD 83(1997) X  -   -347,636.286 (meters)                     COMP
 FG1958  NAD 83(1997) Y  - -5,186,024.463 (meters)                     COMP
 FG1958  NAD 83(1997) Z  -  3,684,505.170 (meters)                     COMP
 FG1958  LAPLACE CORR    -          1.03  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1958.GEOID18 height accuracy estimate available here.
 FG1958
 FG1958.Click photographs - Photos may exist for this station.
 FG1958
 FG1958.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FG1958
 FG1958.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1958
 FG1958.The ellipsoidal height was determined by GPS observations
 FG1958.and is referenced to NAD 83.
 FG1958
 FG1958. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV2428430336(NAD 83)
 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)  167.606  (m)                       GP(       ) 4 1
 FG1958  NAD 83(1993)-  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)  RAPSU86  model used  GPS OBS        
 FG1958
 FG1958.Superseded values are not recommended for survey control.
 FG1958
 FG1958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1958.See file dsdata.pdf to determine how the superseded data were derived.
 FG1958
 FG1958_MARKER: I = METAL ROD
 FG1958_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1601 ***********************************************************************
 EJ1601  DESIGNATION -  P
 EJ1601  PID         -  EJ1601
 EJ1601  STATE/COUNTY-  AR/LONOKE
 EJ1601  COUNTRY     -  US
 EJ1601  USGS QUAD   -  JACKSONVILLE (2017)
 EJ1601
 EJ1601                         *CURRENT SURVEY CONTROL
 EJ1601  ______________________________________________________________________
 EJ1601* NAD 83(1986) POSITION- 34 47 09.34   (N) 092 03 31.42   (W)   HD_HELD1
 EJ1601* NAVD 88 ORTHO HEIGHT -    74.137 (meters)      243.23  (feet) POSTED
 EJ1601  ______________________________________________________________________
 EJ1601  GEOID HEIGHT    -        -26.730 (meters)                     GEOID18
 EJ1601  DYNAMIC HEIGHT  -         74.07  (meters)      243.0   (feet) COMP
 EJ1601  MODELED GRAVITY -    979,709.0   (mgal)                       NAVD 88
 EJ1601
 EJ1601  VERT ORDER      -  * POSTED, SEE BELOW
 EJ1601
 EJ1601.The horizontal coordinates were determined by differentially corrected
 EJ1601.hand held GPS observations or other comparable positioning techniques
 EJ1601.and have an estimated accuracy of +/- 3 meters.
 EJ1601
 EJ1601.The orthometric height was determined by differential leveling
 EJ1601.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 EJ1601
 EJ1601.* This is a POSTED BENCH MARK height.
 EJ1601
 EJ1601.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1601.GEOID18 height accuracy estimate available here.
 EJ1601
 EJ1601.Click photographs - Photos may exist for this station.
 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     -   635,062.2     394,624.9     MT  (+/- 3 meters HH1 GPS) 
 EJ1601
 EJ1601_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU8611749707(NAD 83)
 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
 EJ1601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1601.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1601
 EJ1601_MARKER: DB = BENCH MARK DISK
 EJ1601_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ1601_MARK LOGO: CGS
 EJ1601_PROJECTION: PROJECTING 20 CENTIMETERS
 EJ1601_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1601
 EJ1601  HISTORY     - Date     Condition        Report By
 EJ1601  HISTORY     - 1916     MONUMENTED       CGS
 EJ1601  HISTORY     - 1954     MARK NOT FOUND   CGS
 EJ1601
 EJ1601                          STATION DESCRIPTION
 EJ1601
 EJ1601'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0277 ***********************************************************************
 EJ0277  DESIGNATION -  P 10
 EJ0277  PID         -  EJ0277
 EJ0277  STATE/COUNTY-  AR/PULASKI
 EJ0277  COUNTRY     -  US
 EJ0277  USGS QUAD   -  NORTH LITTLE ROCK (2017)
 EJ0277
 EJ0277                         *CURRENT SURVEY CONTROL
 EJ0277  ______________________________________________________________________
 EJ0277* NAD 83(1986) POSITION- 34 45 01.71   (N) 092 17 11.64   (W)   HD_HELD1
 EJ0277* NAVD 88 ORTHO HEIGHT -    88.033 (meters)      288.82  (feet) ADJUSTED
 EJ0277  ______________________________________________________________________
 EJ0277  GEOID HEIGHT    -        -26.658 (meters)                     GEOID18
 EJ0277  DYNAMIC HEIGHT  -         87.951 (meters)      288.55  (feet) COMP
 EJ0277  MODELED GRAVITY -    979,708.1   (mgal)                       NAVD 88
 EJ0277
 EJ0277  VERT ORDER      -  FIRST     CLASS II
 EJ0277
 EJ0277.The horizontal coordinates were determined by differentially corrected
 EJ0277.hand held GPS observations or other comparable positioning techniques
 EJ0277.and have an estimated accuracy of +/- 3 meters.
 EJ0277
 EJ0277.The orthometric height was determined by differential leveling and
 EJ0277.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0277.in September 2023.
 EJ0277
 EJ0277.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0277.GEOID18 height accuracy estimate available here.
 EJ0277
 EJ0277.Click photographs - Photos may exist for this station.
 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     -   631,164.4     373,760.8     MT  (+/- 3 meters HH1 GPS) 
 EJ0277
 EJ0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6529945604(NAD 83)
 EJ0277
 EJ0277                          SUPERSEDED SURVEY CONTROL
 EJ0277
 EJ0277  NAVD 88 (05/15/08)   88.033  (m)          288.82   (f) SUPERSEDED  1 2
 EJ0277  NAVD 88 (06/15/91)   87.103  (m)          285.77   (f) SUPERSEDED  1 2
 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
 EJ0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0277.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0277
 EJ0277_MARKER: DB = BENCH MARK DISK
 EJ0277_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 EJ0277_SP_SET: BUILDING WALL
 EJ0277_STAMPING: 285.934 P 10 1932
 EJ0277_MARK LOGO: CGS
 EJ0277_MAGNETIC: N = NO MAGNETIC MATERIAL
 EJ0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0277+STABILITY: SURFACE MOTION
 EJ0277_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EJ0277+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2007
 EJ0277
 EJ0277  HISTORY     - Date     Condition        Report By
 EJ0277  HISTORY     - 1932     MONUMENTED       CGS
 EJ0277  HISTORY     - 1955     GOOD             CGS
 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  HISTORY     - 20070407 GOOD             ARHD
 EJ0277  HISTORY     - 20080602 POOR             NGS
 EJ0277  HISTORY     - 20130401 POOR             NGS
 EJ0277
 EJ0277                          STATION DESCRIPTION
 EJ0277
 EJ0277'DESCRIBED BY COAST AND 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 DEPARTMENT OF TRANSPORTATION 2006 (TPS)
 EJ0277'RECOVERED IN GOOD CONDITION.
 EJ0277
 EJ0277                          STATION RECOVERY (2007)
 EJ0277
 EJ0277'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2007 (VJB)
 EJ0277'RECOVERED AS DESCRIBED.
 EJ0277
 EJ0277                          STATION RECOVERY (2008)
 EJ0277
 EJ0277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2008 (JBW)
 EJ0277'USE WITH CAUTION. MARK APPEARS TO BE DISPLACED FROM ORIGINAL LOCATION.
 EJ0277'
 EJ0277
 EJ0277                          STATION RECOVERY (2013)
 EJ0277
 EJ0277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2013 (JBW)
 EJ0277'REPEAT MEASUREMENTS TO THIS BENCH MARK, SHOWED CONSIDERABLE MOVEMENT
 EJ0277'TO ADJACENT PUBLISHED CONTROL. DO NOT USE FOR CONTROL.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0431 ***********************************************************************
 FG0431  DESIGNATION -  P 100
 FG0431  PID         -  FG0431
 FG0431  STATE/COUNTY-  AR/CONWAY
 FG0431  COUNTRY     -  US
 FG0431  USGS QUAD   -  ATKINS (2017)
 FG0431
 FG0431                         *CURRENT SURVEY CONTROL
 FG0431  ______________________________________________________________________
 FG0431* NAD 83(1986) POSITION- 35 07 48.     (N) 092 52 58.     (W)   SCALED
 FG0431* NAVD 88 ORTHO HEIGHT -   284.729 (meters)      934.15  (feet) ADJUSTED
 FG0431  ______________________________________________________________________
 FG0431  GEOID HEIGHT    -        -28.701 (meters)                     GEOID18
 FG0431  DYNAMIC HEIGHT  -        284.450 (meters)      933.23  (feet) COMP
 FG0431  MODELED GRAVITY -    979,649.7   (mgal)                       NAVD 88
 FG0431
 FG0431  VERT ORDER      -  SECOND    CLASS 0
 FG0431
 FG0431.The horizontal coordinates were scaled from a map and have
 FG0431.an estimated accuracy of +/- 6 seconds.
 FG0431
 FG0431.The orthometric height was determined by differential leveling and
 FG0431.adjusted by the NATIONAL GEODETIC SURVEY
 FG0431.in June 1991.
 FG0431
 FG0431.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0431.GEOID18 height accuracy estimate available here.
 FG0431
 FG0431.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU106874(NAD 83)
 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
 FG0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0431.See file dsdata.pdf to determine how the superseded data were derived.
 FG0431
 FG0431_MARKER: DB = BENCH MARK DISK
 FG0431_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0431_STAMPING: P 100 1935
 FG0431_MARK LOGO: CGS
 FG0431_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0431
 FG0431  HISTORY     - Date     Condition        Report By
 FG0431  HISTORY     - 1935     MONUMENTED       CGS
 FG0431  HISTORY     - 1959     MARK NOT FOUND   CGS
 FG0431
 FG0431                          STATION DESCRIPTION
 FG0431
 FG0431'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG0427 ***********************************************************************
 FG0427  DESIGNATION -  P 101
 FG0427  PID         -  FG0427
 FG0427  STATE/COUNTY-  AR/POPE
 FG0427  COUNTRY     -  US
 FG0427  USGS QUAD   -  ATKINS (2017)
 FG0427
 FG0427                         *CURRENT SURVEY CONTROL
 FG0427  ______________________________________________________________________
 FG0427* NAD 83(1986) POSITION- 35 11 38.     (N) 092 57 22.     (W)   SCALED
 FG0427* NAVD 88 ORTHO HEIGHT -   100.933 (meters)      331.14  (feet) ADJUSTED
 FG0427  ______________________________________________________________________
 FG0427  GEOID HEIGHT    -        -28.888 (meters)                     GEOID18
 FG0427  DYNAMIC HEIGHT  -        100.838 (meters)      330.83  (feet) COMP
 FG0427  MODELED GRAVITY -    979,686.0   (mgal)                       NAVD 88
 FG0427
 FG0427  VERT ORDER      -  SECOND    CLASS 0
 FG0427
 FG0427.The horizontal coordinates were scaled from a map and have
 FG0427.an estimated accuracy of +/- 6 seconds.
 FG0427
 FG0427.The orthometric height was determined by differential leveling and
 FG0427.adjusted by the NATIONAL GEODETIC SURVEY
 FG0427.in June 1991.
 FG0427
 FG0427.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0427.GEOID18 height accuracy estimate available here.
 FG0427
 FG0427.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU039945(NAD 83)
 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
 FG0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0427.See file dsdata.pdf to determine how the superseded data were derived.
 FG0427
 FG0427_MARKER: DB = BENCH MARK DISK
 FG0427_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0427_STAMPING: P 101 1935
 FG0427_MARK LOGO: CGS
 FG0427_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0968 ***********************************************************************
 EJ0968  DESIGNATION -  P 102
 EJ0968  PID         -  EJ0968
 EJ0968  STATE/COUNTY-  AR/PERRY
 EJ0968  COUNTRY     -  US
 EJ0968  USGS QUAD   -  NIMROD DAM (2017)
 EJ0968
 EJ0968                         *CURRENT SURVEY CONTROL
 EJ0968  ______________________________________________________________________
 EJ0968* NAD 83(1986) POSITION- 34 52 44.2    (N) 093 07 29.0    (W)   HD_HELD2
 EJ0968* NAVD 88 ORTHO HEIGHT -   157.050 (meters)      515.25  (feet) ADJUSTED
 EJ0968  ______________________________________________________________________
 EJ0968  GEOID HEIGHT    -        -28.605 (meters)                     GEOID18
 EJ0968  DYNAMIC HEIGHT  -        156.895 (meters)      514.75  (feet) COMP
 EJ0968  MODELED GRAVITY -    979,647.9   (mgal)                       NAVD 88
 EJ0968
 EJ0968  VERT ORDER      -  SECOND    CLASS 0
 EJ0968
 EJ0968.The horizontal coordinates were established by autonomous hand held GPS
 EJ0968.observations and have an estimated accuracy of +/- 10 meters.
 EJ0968
 EJ0968.The orthometric height was determined by differential leveling and
 EJ0968.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0968.in June 1991.
 EJ0968
 EJ0968.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0968.GEOID18 height accuracy estimate available here.
 EJ0968
 EJ0968.Click photographs - Photos may exist for this station.
 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     -    61,119.      297,176.      MT  (+/- 10 meters HH2 GPS)
 EJ0968
 EJ0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU8860259625(NAD 83)
 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
 EJ0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0968.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0968
 EJ0968_MARKER: DB = BENCH MARK DISK
 EJ0968_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0968_STAMPING: P 102 1935
 EJ0968_MARK LOGO: CGS
 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             USACE
 EJ0968  HISTORY     - 20040812 GOOD             ARHD
 EJ0968
 EJ0968                          STATION DESCRIPTION
 EJ0968
 EJ0968'DESCRIBED BY US ARMY CORPS OF 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 DEPARTMENT OF TRANSPORTATION 2004 (TS)
 EJ0968'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0802 ***********************************************************************
 EJ0802  DESIGNATION -  P 104
 EJ0802  PID         -  EJ0802
 EJ0802  STATE/COUNTY-  AR/SALINE
 EJ0802  COUNTRY     -  US
 EJ0802  USGS QUAD   -  PARON SW (2017)
 EJ0802
 EJ0802                         *CURRENT SURVEY CONTROL
 EJ0802  ______________________________________________________________________
 EJ0802* NAD 83(1986) POSITION- 34 49 17.     (N) 092 55 32.     (W)   SCALED
 EJ0802* NAVD 88 ORTHO HEIGHT -   266.449 (meters)      874.17  (feet) ADJUSTED
 EJ0802  ______________________________________________________________________
 EJ0802  GEOID HEIGHT    -        -27.858 (meters)                     GEOID18
 EJ0802  DYNAMIC HEIGHT  -        266.183 (meters)      873.30  (feet) COMP
 EJ0802  MODELED GRAVITY -    979,629.9   (mgal)                       NAVD 88
 EJ0802
 EJ0802  VERT ORDER      -  SECOND    CLASS 0
 EJ0802
 EJ0802.The horizontal coordinates were scaled from a map and have
 EJ0802.an estimated accuracy of +/- 6 seconds.
 EJ0802
 EJ0802.The orthometric height was determined by differential leveling and
 EJ0802.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0802.in June 1991.
 EJ0802
 EJ0802.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0802.GEOID18 height accuracy estimate available here.
 EJ0802
 EJ0802.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU068532(NAD 83)
 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
 EJ0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0802.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0802
 EJ0802_MARKER: DB = BENCH MARK DISK
 EJ0802_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0802_STAMPING: P 104 1935
 EJ0802_MARK LOGO: CGS
 EJ0802_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0997 ***********************************************************************
 EJ0997  DESIGNATION -  P 105
 EJ0997  PID         -  EJ0997
 EJ0997  STATE/COUNTY-  AR/GARLAND
 EJ0997  COUNTRY     -  US
 EJ0997  USGS QUAD   -  AVANT (2017)
 EJ0997
 EJ0997                         *CURRENT SURVEY CONTROL
 EJ0997  ______________________________________________________________________
 EJ0997* NAD 83(1986) POSITION- 34 42 50.     (N) 093 19 51.     (W)   SCALED
 EJ0997* NAVD 88 ORTHO HEIGHT -   210.489 (meters)      690.58  (feet) ADJUSTED
 EJ0997  ______________________________________________________________________
 EJ0997  GEOID HEIGHT    -        -28.448 (meters)                     GEOID18
 EJ0997  DYNAMIC HEIGHT  -        210.277 (meters)      689.88  (feet) COMP
 EJ0997  MODELED GRAVITY -    979,624.1   (mgal)                       NAVD 88
 EJ0997
 EJ0997  VERT ORDER      -  SECOND    CLASS 0
 EJ0997
 EJ0997.The horizontal coordinates were scaled from a map and have
 EJ0997.an estimated accuracy of +/- 6 seconds.
 EJ0997
 EJ0997.The orthometric height was determined by differential leveling and
 EJ0997.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0997.in June 1991.
 EJ0997
 EJ0997.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0997.GEOID18 height accuracy estimate available here.
 EJ0997
 EJ0997.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU697413(NAD 83)
 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
 EJ0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0997.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0997
 EJ0997_MARKER: DB = BENCH MARK DISK
 EJ0997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0997_STAMPING: P 105 1935
 EJ0997_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0631 ***********************************************************************
 FG0631  DESIGNATION -  P 106
 FG0631  PID         -  FG0631
 FG0631  STATE/COUNTY-  AR/SEARCY
 FG0631  COUNTRY     -  US
 FG0631  USGS QUAD   -  CANAAN (2017)
 FG0631
 FG0631                         *CURRENT SURVEY CONTROL
 FG0631  ______________________________________________________________________
 FG0631* NAD 83(1986) POSITION- 35 47 18.     (N) 092 38 22.     (W)   SCALED
 FG0631* NAVD 88 ORTHO HEIGHT -   485.679 (meters)     1593.43  (feet) ADJUSTED
 FG0631  ______________________________________________________________________
 FG0631  GEOID HEIGHT    -        -27.933 (meters)                     GEOID18
 FG0631  DYNAMIC HEIGHT  -        485.226 (meters)     1591.95  (feet) COMP
 FG0631  MODELED GRAVITY -    979,685.0   (mgal)                       NAVD 88
 FG0631
 FG0631  VERT ORDER      -  SECOND    CLASS 0
 FG0631
 FG0631.The horizontal coordinates were scaled from a map and have
 FG0631.an estimated accuracy of +/- 6 seconds.
 FG0631
 FG0631.The orthometric height was determined by differential leveling and
 FG0631.adjusted by the NATIONAL GEODETIC SURVEY
 FG0631.in June 1991.
 FG0631
 FG0631.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0631.GEOID18 height accuracy estimate available here.
 FG0631
 FG0631.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV325605(NAD 83)
 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
 FG0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0631.See file dsdata.pdf to determine how the superseded data were derived.
 FG0631
 FG0631_MARKER: DB = BENCH MARK DISK
 FG0631_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0631_STAMPING: P 106 1935
 FG0631_MARK LOGO: CGS
 FG0631_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2216 ***********************************************************************
 EH2216  DESIGNATION -  P 109
 EH2216  PID         -  EH2216
 EH2216  STATE/COUNTY-  AR/PRAIRIE
 EH2216  COUNTRY     -  US
 EH2216  USGS QUAD   -  HAZEN (2017)
 EH2216
 EH2216                         *CURRENT SURVEY CONTROL
 EH2216  ______________________________________________________________________
 EH2216* NAD 83(1986) POSITION- 34 46 54.0    (N) 091 30 48.3    (W)   HD_HELD2
 EH2216* NAVD 88 ORTHO HEIGHT -    68.397 (meters)      224.40  (feet) ADJUSTED
 EH2216  ______________________________________________________________________
 EH2216  GEOID HEIGHT    -        -26.945 (meters)                     GEOID18
 EH2216  DYNAMIC HEIGHT  -         68.332 (meters)      224.19  (feet) COMP
 EH2216  MODELED GRAVITY -    979,695.1   (mgal)                       NAVD 88
 EH2216
 EH2216  VERT ORDER      -  FIRST     CLASS II
 EH2216
 EH2216.The horizontal coordinates were established by autonomous hand held GPS
 EH2216.observations and have an estimated accuracy of +/- 10 meters.
 EH2216
 EH2216.The orthometric height was determined by differential leveling and
 EH2216.adjusted by the NATIONAL GEODETIC SURVEY
 EH2216.in September 2023.
 EH2216
 EH2216.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2216.GEOID18 height accuracy estimate available here.
 EH2216
 EH2216.Click photographs - Photos may exist for this station.
 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     -   634,694.      444,537.      MT  (+/- 10 meters HH2 GPS)
 EH2216
 EH2216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU3601749837(NAD 83)
 EH2216
 EH2216                          SUPERSEDED SURVEY CONTROL
 EH2216
 EH2216  NAVD 88 (06/15/91)   68.398  (m)          224.40   (f) SUPERSEDED  1 2
 EH2216  NGVD 29 (11/26/84)   68.402  (m)          224.42   (f) ADJUSTED    1 2
 EH2216
 EH2216.Superseded values are not recommended for survey control.
 EH2216
 EH2216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2216.See file dsdata.pdf to determine how the superseded data were derived.
 EH2216
 EH2216_MARKER: DB = BENCH MARK DISK
 EH2216_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EH2216_SP_SET: CULVERT HEADWALL
 EH2216_STAMPING: P 109 1954
 EH2216_MARK LOGO: CGS
 EH2216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2216+STABILITY: SURFACE MOTION
 EH2216_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH2216+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2021
 EH2216
 EH2216  HISTORY     - Date     Condition        Report By
 EH2216  HISTORY     - 1954     MONUMENTED       CGS
 EH2216  HISTORY     - 1967     GOOD             CGS
 EH2216  HISTORY     - 20030610 GOOD             USACE
 EH2216  HISTORY     - 20211116 GOOD             ARHD
 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.
 EH2216
 EH2216                          STATION RECOVERY (2021)
 EH2216
 EH2216'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2021 (JDH)
 EH2216'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0015 ***********************************************************************
 DL0015  DESIGNATION -  P 11
 DL0015  PID         -  DL0015
 DL0015  STATE/COUNTY-  AR/CLEVELAND
 DL0015  COUNTRY     -  US
 DL0015  USGS QUAD   -  KINGSLAND (2017)
 DL0015
 DL0015                         *CURRENT SURVEY CONTROL
 DL0015  ______________________________________________________________________
 DL0015* NAD 83(1986) POSITION- 33 51 31.     (N) 092 17 53.     (W)   SCALED
 DL0015* NAVD 88 ORTHO HEIGHT -    65.121 (meters)      213.65  (feet) ADJUSTED
 DL0015  ______________________________________________________________________
 DL0015  GEOID HEIGHT    -        -25.998 (meters)                     GEOID18
 DL0015  DYNAMIC HEIGHT  -         65.055 (meters)      213.43  (feet) COMP
 DL0015  MODELED GRAVITY -    979,625.4   (mgal)                       NAVD 88
 DL0015
 DL0015  VERT ORDER      -  SECOND    CLASS I
 DL0015
 DL0015.The horizontal coordinates were scaled from a map and have
 DL0015.an estimated accuracy of +/- 6 seconds.
 DL0015
 DL0015.The orthometric height was determined by differential leveling and
 DL0015.adjusted by the NATIONAL GEODETIC SURVEY
 DL0015.in September 2023.
 DL0015
 DL0015.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0015.GEOID18 height accuracy estimate available here.
 DL0015
 DL0015.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT649467(NAD 83)
 DL0015
 DL0015                          SUPERSEDED SURVEY CONTROL
 DL0015
 DL0015  NAVD 88 (06/15/91)   65.122  (m)          213.65   (f) SUPERSEDED  2 0
 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
 DL0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0015.See file dsdata.pdf to determine how the superseded data were derived.
 DL0015
 DL0015_MARKER: DB = BENCH MARK DISK
 DL0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0015_STAMPING: 213.937 P 11 1932
 DL0015_MARK LOGO: CGS
 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'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.
 DL0015'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 = MARCH 20, 2026 22:17:28 EDT
 EH1915 ***********************************************************************
 EH1915  DESIGNATION -  P 110
 EH1915  PID         -  EH1915
 EH1915  STATE/COUNTY-  AR/PRAIRIE
 EH1915  COUNTRY     -  US
 EH1915  USGS QUAD   -  HICKORY PLAINS (2017)
 EH1915
 EH1915                         *CURRENT SURVEY CONTROL
 EH1915  ______________________________________________________________________
 EH1915* NAD 83(1986) POSITION- 34 59 36.80   (N) 091 40 58.42   (W)   HD_HELD1
 EH1915* NAVD 88 ORTHO HEIGHT -    63.788 (meters)      209.28  (feet) ADJUSTED
 EH1915  ______________________________________________________________________
 EH1915  GEOID HEIGHT    -        -27.227 (meters)                     GEOID18
 EH1915  DYNAMIC HEIGHT  -         63.729 (meters)      209.08  (feet) COMP
 EH1915  MODELED GRAVITY -    979,712.2   (mgal)                       NAVD 88
 EH1915
 EH1915  VERT ORDER      -  FIRST     CLASS II
 EH1915
 EH1915.The horizontal coordinates were determined by differentially corrected
 EH1915.hand held GPS observations or other comparable positioning techniques
 EH1915.and have an estimated accuracy of +/- 3 meters.
 EH1915
 EH1915.The orthometric height was determined by differential leveling and
 EH1915.adjusted by the NATIONAL GEODETIC SURVEY
 EH1915.in June 1991.
 EH1915
 EH1915.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1915.GEOID18 height accuracy estimate available here.
 EH1915
 EH1915.Click photographs - Photos may exist for this station.
 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     -   658,140.1     428,951.9     MT  (+/- 3 meters HH1 GPS) 
 EH1915
 EH1915_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU2020173120(NAD 83)
 EH1915
 EH1915                          SUPERSEDED SURVEY CONTROL
 EH1915
 EH1915  NGVD 29 (11/26/84)   63.789  (m)          209.28   (f) ADJUSTED    1 2
 EH1915
 EH1915.Superseded values are not recommended for survey control.
 EH1915
 EH1915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1915.See file dsdata.pdf to determine how the superseded data were derived.
 EH1915
 EH1915_MARKER: DB = BENCH MARK DISK
 EH1915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1915_STAMPING: P 110 1954
 EH1915_MARK LOGO: CGS
 EH1915_PROJECTION: PROJECTING 18 CENTIMETERS
 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 - March 16, 2020
 EH1915
 EH1915  HISTORY     - Date     Condition        Report By
 EH1915  HISTORY     - 1954     MONUMENTED       CGS
 EH1915  HISTORY     - 19980901 GOOD             NRCS
 EH1915  HISTORY     - 20030611 GOOD             USACE
 EH1915  HISTORY     - 20140514 GOOD             ARHD
 EH1915  HISTORY     - 20200316 GOOD             ARHD
 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.
 EH1915
 EH1915                          STATION RECOVERY (2014)
 EH1915
 EH1915'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (JDH)
 EH1915'RECOVERED IN GOOD CONDITION.
 EH1915
 EH1915                          STATION RECOVERY (2020)
 EH1915
 EH1915'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2020 (JDH)
 EH1915'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1849 ***********************************************************************
 EH1849  DESIGNATION -  P 111
 EH1849  PID         -  EH1849
 EH1849  STATE/COUNTY-  AR/LONOKE
 EH1849  COUNTRY     -  US
 EH1849  USGS QUAD   -  LONOKE (2017)
 EH1849
 EH1849                         *CURRENT SURVEY CONTROL
 EH1849  ______________________________________________________________________
 EH1849* NAD 83(1986) POSITION- 34 50 39.79   (N) 091 52 29.90   (W)   HD_HELD1
 EH1849* NAVD 88 ORTHO HEIGHT -    76.551 (meters)      251.15  (feet) ADJUSTED
 EH1849  ______________________________________________________________________
 EH1849  GEOID HEIGHT    -        -26.930 (meters)                     GEOID18
 EH1849  DYNAMIC HEIGHT  -         76.480 (meters)      250.92  (feet) COMP
 EH1849  MODELED GRAVITY -    979,704.3   (mgal)                       NAVD 88
 EH1849
 EH1849  VERT ORDER      -  FIRST     CLASS II
 EH1849
 EH1849.The horizontal coordinates were determined by differentially corrected
 EH1849.hand held GPS observations or other comparable positioning techniques
 EH1849.and have an estimated accuracy of +/- 3 meters.
 EH1849
 EH1849.The orthometric height was determined by differential leveling and
 EH1849.adjusted by the NATIONAL GEODETIC SURVEY
 EH1849.in June 1991.
 EH1849
 EH1849.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1849.GEOID18 height accuracy estimate available here.
 EH1849
 EH1849.Click photographs - Photos may exist for this station.
 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     -   641,552.9     411,435.3     MT  (+/- 3 meters HH1 GPS) 
 EH1849
 EH1849_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU0285656363(NAD 83)
 EH1849
 EH1849                          SUPERSEDED SURVEY CONTROL
 EH1849
 EH1849  NGVD 29 (11/26/84)   76.561  (m)          251.18   (f) ADJUSTED    1 2
 EH1849
 EH1849.Superseded values are not recommended for survey control.
 EH1849
 EH1849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1849.See file dsdata.pdf to determine how the superseded data were derived.
 EH1849
 EH1849_MARKER: DB = BENCH MARK DISK
 EH1849_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EH1849_SP_SET: FOUNDATION
 EH1849_STAMPING: P 111 1955
 EH1849_MARK LOGO: CGS
 EH1849_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EH1849_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH1849+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2015
 EH1849
 EH1849  HISTORY     - Date     Condition        Report By
 EH1849  HISTORY     - 1955     MONUMENTED       CGS
 EH1849  HISTORY     - 1967     GOOD             CGS
 EH1849  HISTORY     - 20030609 GOOD             USACE
 EH1849  HISTORY     - 20150923 GOOD             BFENG
 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.
 EH1849
 EH1849                          STATION RECOVERY (2015)
 EH1849
 EH1849'RECOVERY NOTE BY B AND F ENGINEERING 2015 (LWT)
 EH1849'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1622 ***********************************************************************
 EH1622  DESIGNATION -  P 112
 EH1622  PID         -  EH1622
 EH1622  STATE/COUNTY-  AR/ARKANSAS
 EH1622  COUNTRY     -  US
 EH1622  USGS QUAD   -  REYDELL (2017)
 EH1622
 EH1622                         *CURRENT SURVEY CONTROL
 EH1622  ______________________________________________________________________
 EH1622* NAD 83(1986) POSITION- 34 13 24.     (N) 091 31 14.     (W)   SCALED
 EH1622* NAVD 88 ORTHO HEIGHT -    57.466 (meters)      188.54  (feet) ADJUSTED
 EH1622  ______________________________________________________________________
 EH1622  GEOID HEIGHT    -        -26.196 (meters)                     GEOID18
 EH1622  DYNAMIC HEIGHT  -         57.410 (meters)      188.35  (feet) COMP
 EH1622  MODELED GRAVITY -    979,663.0   (mgal)                       NAVD 88
 EH1622
 EH1622  VERT ORDER      -  FIRST     CLASS II
 EH1622
 EH1622.The horizontal coordinates were scaled from a map and have
 EH1622.an estimated accuracy of +/- 6 seconds.
 EH1622
 EH1622.The orthometric height was determined by differential leveling and
 EH1622.adjusted by the NATIONAL GEODETIC SURVEY
 EH1622.in August 1993.
 EH1622
 EH1622.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1622.GEOID18 height accuracy estimate available here.
 EH1622
 EH1622.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT362879(NAD 83)
 EH1622
 EH1622                          SUPERSEDED SURVEY CONTROL
 EH1622
 EH1622  NAVD 88 (06/15/91)   57.513  (m)          188.69   (f) SUPERSEDED  1 2
 EH1622  NGVD 29 (11/26/84)   57.542  (m)          188.79   (f) ADJUSTED    1 2
 EH1622
 EH1622.Superseded values are not recommended for survey control.
 EH1622
 EH1622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1622.See file dsdata.pdf to determine how the superseded data were derived.
 EH1622
 EH1622_MARKER: DB = BENCH MARK DISK
 EH1622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1622_STAMPING: P 112 1954
 EH1622_MARK LOGO: CGS
 EH1622_PROJECTION: PROJECTING 12 CENTIMETERS
 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'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 = MARCH 20, 2026 22:17:28 EDT
 EH2342 ***********************************************************************
 EH2342  DESIGNATION -  P 113
 EH2342  PID         -  EH2342
 EH2342  STATE/COUNTY-  AR/ARKANSAS
 EH2342  COUNTRY     -  US
 EH2342  USGS QUAD   -  STUTTGART NORTH (2017)
 EH2342
 EH2342                         *CURRENT SURVEY CONTROL
 EH2342  ______________________________________________________________________
 EH2342* NAD 83(1986) POSITION- 34 32 16.     (N) 091 33 24.     (W)   SCALED
 EH2342* NAVD 88 ORTHO HEIGHT -    66.231 (meters)      217.29  (feet) ADJUSTED
 EH2342  ______________________________________________________________________
 EH2342  GEOID HEIGHT    -        -26.626 (meters)                     GEOID18
 EH2342  DYNAMIC HEIGHT  -         66.168 (meters)      217.09  (feet) COMP
 EH2342  MODELED GRAVITY -    979,680.9   (mgal)                       NAVD 88
 EH2342
 EH2342  VERT ORDER      -  FIRST     CLASS II
 EH2342
 EH2342.The horizontal coordinates were scaled from a map and have
 EH2342.an estimated accuracy of +/- 6 seconds.
 EH2342
 EH2342.The orthometric height was determined by differential leveling and
 EH2342.adjusted by the NATIONAL GEODETIC SURVEY
 EH2342.in June 1991.
 EH2342
 EH2342.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2342.GEOID18 height accuracy estimate available here.
 EH2342
 EH2342.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU324227(NAD 83)
 EH2342
 EH2342                          SUPERSEDED SURVEY CONTROL
 EH2342
 EH2342  NGVD 29 (11/26/84)   66.257  (m)          217.38   (f) ADJUSTED    1 2
 EH2342
 EH2342.Superseded values are not recommended for survey control.
 EH2342
 EH2342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2342.See file dsdata.pdf to determine how the superseded data were derived.
 EH2342
 EH2342_MARKER: DB = BENCH MARK DISK
 EH2342_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EH2342_SP_SET: CULVERT HEADWALL
 EH2342_STAMPING: P 113 1954
 EH2342_MARK LOGO: CGS
 EH2342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2342+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1375 ***********************************************************************
 EH1375  DESIGNATION -  P 114
 EH1375  PID         -  EH1375
 EH1375  STATE/COUNTY-  AR/ARKANSAS
 EH1375  COUNTRY     -  US
 EH1375  USGS QUAD   -  DE WITT SW (2017)
 EH1375
 EH1375                         *CURRENT SURVEY CONTROL
 EH1375  ______________________________________________________________________
 EH1375* NAD 83(1986) POSITION- 34 17 56.1    (N) 091 23 09.1    (W)   HD_HELD2
 EH1375* NAVD 88 ORTHO HEIGHT -    58.675 (meters)      192.50  (feet) ADJUSTED
 EH1375  ______________________________________________________________________
 EH1375  GEOID HEIGHT    -        -26.390 (meters)                     GEOID18
 EH1375  DYNAMIC HEIGHT  -         58.618 (meters)      192.32  (feet) COMP
 EH1375  MODELED GRAVITY -    979,666.3   (mgal)                       NAVD 88
 EH1375
 EH1375  VERT ORDER      -  SECOND    CLASS I
 EH1375
 EH1375.The horizontal coordinates were established by autonomous hand held GPS
 EH1375.observations and have an estimated accuracy of +/- 10 meters.
 EH1375
 EH1375.The orthometric height was determined by differential leveling and
 EH1375.adjusted by the NATIONAL GEODETIC SURVEY
 EH1375.in September 2022.
 EH1375
 EH1375.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1375.GEOID18 height accuracy estimate available here.
 EH1375
 EH1375.Click photographs - Photos may exist for this station.
 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     -   581,207.      456,533.      MT  (+/- 10 meters HH2 GPS)
 EH1375
 EH1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT4854596479(NAD 83)
 EH1375
 EH1375                          SUPERSEDED SURVEY CONTROL
 EH1375
 EH1375  NAVD 88 (08/03/93)   58.710  (m)          192.62   (f) SUPERSEDED  1 2
 EH1375  NAVD 88 (06/15/91)   58.777  (m)          192.84   (f) SUPERSEDED  1 2
 EH1375  NGVD 29 (11/26/84)   58.786  (m)          192.87   (f) ADJUSTED    1 2
 EH1375
 EH1375.Superseded values are not recommended for survey control.
 EH1375
 EH1375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1375.See file dsdata.pdf to determine how the superseded data were derived.
 EH1375
 EH1375_MARKER: DB = BENCH MARK DISK
 EH1375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1375_STAMPING: P 114 1954
 EH1375_MARK LOGO: CGS
 EH1375_PROJECTION: PROJECTING 8 CENTIMETERS
 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  HISTORY     - 20220119 GOOD             ARHD
 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.
 EH1375
 EH1375                          STATION RECOVERY (2022)
 EH1375
 EH1375'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2022 (JDH)
 EH1375'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1391 ***********************************************************************
 EH1391  DESIGNATION -  P 115
 EH1391  PID         -  EH1391
 EH1391  STATE/COUNTY-  AR/ARKANSAS
 EH1391  COUNTRY     -  US
 EH1391  USGS QUAD   -  DE WITT (2017)
 EH1391
 EH1391                         *CURRENT SURVEY CONTROL
 EH1391  ______________________________________________________________________
 EH1391* NAD 83(1986) POSITION- 34 21 23.     (N) 091 20 52.     (W)   SCALED
 EH1391* NAVD 88 ORTHO HEIGHT -    60.871 (meters)      199.71  (feet) ADJUSTED
 EH1391  ______________________________________________________________________
 EH1391  GEOID HEIGHT    -        -26.505 (meters)                     GEOID18
 EH1391  DYNAMIC HEIGHT  -         60.812 (meters)      199.51  (feet) COMP
 EH1391  MODELED GRAVITY -    979,669.2   (mgal)                       NAVD 88
 EH1391
 EH1391  VERT ORDER      -  FIRST     CLASS II
 EH1391
 EH1391.The horizontal coordinates were scaled from a map and have
 EH1391.an estimated accuracy of +/- 6 seconds.
 EH1391
 EH1391.The orthometric height was determined by differential leveling and
 EH1391.adjusted by the NATIONAL GEODETIC SURVEY
 EH1391.in August 1993.
 EH1391
 EH1391.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1391.GEOID18 height accuracy estimate available here.
 EH1391
 EH1391.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU519029(NAD 83)
 EH1391
 EH1391                          SUPERSEDED SURVEY CONTROL
 EH1391
 EH1391  NAVD 88 (06/15/91)   60.939  (m)          199.93   (f) SUPERSEDED  1 2
 EH1391  NGVD 29 (11/26/84)   60.945  (m)          199.95   (f) ADJUSTED    1 2
 EH1391
 EH1391.Superseded values are not recommended for survey control.
 EH1391
 EH1391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1391.See file dsdata.pdf to determine how the superseded data were derived.
 EH1391
 EH1391_MARKER: DB = BENCH MARK DISK
 EH1391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1391_STAMPING: P 115 1954
 EH1391_MARK LOGO: CGS
 EH1391_PROJECTION: PROJECTING 12 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1431 ***********************************************************************
 EH1431  DESIGNATION -  P 116
 EH1431  PID         -  EH1431
 EH1431  STATE/COUNTY-  AR/ARKANSAS
 EH1431  COUNTRY     -  US
 EH1431  USGS QUAD   -  ALMYRA (2017)
 EH1431
 EH1431                         *CURRENT SURVEY CONTROL
 EH1431  ______________________________________________________________________
 EH1431* NAD 83(1986) POSITION- 34 28 34.     (N) 091 26 09.     (W)   SCALED
 EH1431* NAVD 88 ORTHO HEIGHT -    61.872 (meters)      202.99  (feet) ADJUSTED
 EH1431  ______________________________________________________________________
 EH1431  GEOID HEIGHT    -        -26.606 (meters)                     GEOID18
 EH1431  DYNAMIC HEIGHT  -         61.813 (meters)      202.80  (feet) COMP
 EH1431  MODELED GRAVITY -    979,677.6   (mgal)                       NAVD 88
 EH1431
 EH1431  VERT ORDER      -  FIRST     CLASS II
 EH1431
 EH1431.The horizontal coordinates were scaled from a map and have
 EH1431.an estimated accuracy of +/- 6 seconds.
 EH1431
 EH1431.The orthometric height was determined by differential leveling and
 EH1431.adjusted by the NATIONAL GEODETIC SURVEY
 EH1431.in August 1993.
 EH1431
 EH1431.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1431.GEOID18 height accuracy estimate available here.
 EH1431
 EH1431.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU436160(NAD 83)
 EH1431
 EH1431                          SUPERSEDED SURVEY CONTROL
 EH1431
 EH1431  NAVD 88 (06/15/91)   61.917  (m)          203.14   (f) SUPERSEDED  1 2
 EH1431  NGVD 29 (11/26/84)   61.921  (m)          203.15   (f) ADJUSTED    1 2
 EH1431
 EH1431.Superseded values are not recommended for survey control.
 EH1431
 EH1431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1431.See file dsdata.pdf to determine how the superseded data were derived.
 EH1431
 EH1431_MARKER: DB = BENCH MARK DISK
 EH1431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1431_STAMPING: P 116 1955
 EH1431_MARK LOGO: CGS
 EH1431_PROJECTION: PROJECTING 3 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 DK0872 ***********************************************************************
 DK0872  DESIGNATION -  P 117
 DK0872  PID         -  DK0872
 DK0872  STATE/COUNTY-  AR/DESHA
 DK0872  COUNTRY     -  US
 DK0872  USGS QUAD   -  DUMAS (2017)
 DK0872
 DK0872                         *CURRENT SURVEY CONTROL
 DK0872  ______________________________________________________________________
 DK0872* NAD 83(1986) POSITION- 33 52 53.     (N) 091 27 05.     (W)   SCALED
 DK0872* NAVD 88 ORTHO HEIGHT -    47.702 (meters)      156.50  (feet) ADJUSTED
 DK0872  ______________________________________________________________________
 DK0872  GEOID HEIGHT    -        -26.072 (meters)                     GEOID18
 DK0872  DYNAMIC HEIGHT  -         47.654 (meters)      156.34  (feet) COMP
 DK0872  MODELED GRAVITY -    979,634.3   (mgal)                       NAVD 88
 DK0872
 DK0872  VERT ORDER      -  FIRST     CLASS II
 DK0872
 DK0872.The horizontal coordinates were scaled from a map and have
 DK0872.an estimated accuracy of +/- 6 seconds.
 DK0872
 DK0872.The orthometric height was determined by differential leveling and
 DK0872.adjusted by the NATIONAL GEODETIC SURVEY
 DK0872.in June 1991.
 DK0872
 DK0872.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK0872.GEOID18 height accuracy estimate available here.
 DK0872
 DK0872.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT432500(NAD 83)
 DK0872
 DK0872                          SUPERSEDED SURVEY CONTROL
 DK0872
 DK0872  NGVD 29 (11/26/84)   47.821  (m)          156.89   (f) ADJUSTED    1 2
 DK0872
 DK0872.Superseded values are not recommended for survey control.
 DK0872
 DK0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0872.See file dsdata.pdf to determine how the superseded data were derived.
 DK0872
 DK0872_MARKER: DB = BENCH MARK DISK
 DK0872_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DK0872_SP_SET: BRIDGE
 DK0872_STAMPING: P 117 1955
 DK0872_MARK LOGO: 100ENC
 DK0872_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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 = MARCH 20, 2026 22:17:28 EDT
 DK1376 ***********************************************************************
 DK1376  DESIGNATION -  P 12
 DK1376  PID         -  DK1376
 DK1376  STATE/COUNTY-  AR/ASHLEY
 DK1376  COUNTRY     -  US
 DK1376  USGS QUAD   -  CROSSETT NORTH (2017)
 DK1376
 DK1376                         *CURRENT SURVEY CONTROL
 DK1376  ______________________________________________________________________
 DK1376* NAD 83(1986) POSITION- 33 10 42.     (N) 091 52 54.     (W)   SCALED
 DK1376* NAVD 88 ORTHO HEIGHT -    55.558 (meters)      182.28  (feet) ADJUSTED
 DK1376  ______________________________________________________________________
 DK1376  GEOID HEIGHT    -        -25.855 (meters)                     GEOID18
 DK1376  DYNAMIC HEIGHT  -         55.499 (meters)      182.08  (feet) COMP
 DK1376  MODELED GRAVITY -    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 map and have
 DK1376.an estimated accuracy of +/- 6 seconds.
 DK1376
 DK1376.The orthometric height was determined by differential leveling and
 DK1376.adjusted by the NATIONAL GEODETIC SURVEY
 DK1376.in June 1991.
 DK1376
 DK1376.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1376.GEOID18 height accuracy estimate available here.
 DK1376
 DK1376.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS042716(NAD 83)
 DK1376
 DK1376                          SUPERSEDED SURVEY CONTROL
 DK1376
 DK1376  NGVD 29 (11/26/84)   55.636  (m)          182.53   (f) ADJUSTED    2 0
 DK1376
 DK1376.Superseded values are not recommended for survey control.
 DK1376
 DK1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1376.See file dsdata.pdf to determine how the superseded data were derived.
 DK1376
 DK1376_MARKER: DB = BENCH MARK DISK
 DK1376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1376_STAMPING: P 12 1932
 DK1376_MARK LOGO: CGS
 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  HISTORY     - 20220907 MARK NOT FOUND   ARHD
 DK1376
 DK1376                          STATION DESCRIPTION
 DK1376
 DK1376'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 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.
 DK1376
 DK1376                          STATION RECOVERY (2022)
 DK1376
 DK1376'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2022 (CW)
 DK1376'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0066 ***********************************************************************
 GF0066  DESIGNATION -  P 12
 GF0066  PID         -  GF0066
 GF0066  STATE/COUNTY-  AR/IZARD
 GF0066  COUNTRY     -  US
 GF0066  USGS QUAD   -  CALICO ROCK (2017)
 GF0066
 GF0066                         *CURRENT SURVEY CONTROL
 GF0066  ______________________________________________________________________
 GF0066* NAD 83(1986) POSITION- 36 06 58.     (N) 092 08 33.     (W)   SCALED
 GF0066* NAVD 88 ORTHO HEIGHT -   110.985 (meters)      364.12  (feet) ADJUSTED
 GF0066  ______________________________________________________________________
 GF0066  GEOID HEIGHT    -        -28.088 (meters)                     GEOID18
 GF0066  DYNAMIC HEIGHT  -        110.891 (meters)      363.81  (feet) COMP
 GF0066  MODELED GRAVITY -    979,788.3   (mgal)                       NAVD 88
 GF0066
 GF0066  VERT ORDER      -  SECOND    CLASS 0
 GF0066
 GF0066.The horizontal coordinates were scaled from a map and have
 GF0066.an estimated accuracy of +/- 6 seconds.
 GF0066
 GF0066.The orthometric height was determined by differential leveling and
 GF0066.adjusted by the NATIONAL GEODETIC SURVEY
 GF0066.in June 1991.
 GF0066
 GF0066.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0066.GEOID18 height accuracy estimate available here.
 GF0066
 GF0066.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV771971(NAD 83)
 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
 GF0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0066.See file dsdata.pdf to determine how the superseded data were derived.
 GF0066
 GF0066_MARKER: DB = BENCH MARK DISK
 GF0066_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GF0066_STAMPING: P 12 1934
 GF0066_MARK LOGO: CGS
 GF0066_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0066
 GF0066  HISTORY     - Date     Condition        Report By
 GF0066  HISTORY     - 1934     MONUMENTED       CGS
 GF0066  HISTORY     - 20070415 MARK NOT FOUND   ARHD
 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.
 GF0066
 GF0066                          STATION RECOVERY (2007)
 GF0066
 GF0066'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2007 (VJB)
 GF0066'SEEMINGLY DESTROYED BY HIGHWAY AND STREET CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0656 ***********************************************************************
 DL0656  DESIGNATION -  P 120
 DL0656  PID         -  DL0656
 DL0656  STATE/COUNTY-  AR/COLUMBIA
 DL0656  COUNTRY     -  US
 DL0656  USGS QUAD   -  CALHOUN (2017)
 DL0656
 DL0656                         *CURRENT SURVEY CONTROL
 DL0656  ______________________________________________________________________
 DL0656* NAD 83(1986) POSITION- 33 08 11.     (N) 093 12 03.     (W)   SCALED
 DL0656* NAVD 88 ORTHO HEIGHT -    75.991 (meters)      249.31  (feet) ADJUSTED
 DL0656  ______________________________________________________________________
 DL0656  GEOID HEIGHT    -        -26.308 (meters)                     GEOID18
 DL0656  DYNAMIC HEIGHT  -         75.909 (meters)      249.04  (feet) COMP
 DL0656  MODELED GRAVITY -    979,551.0   (mgal)                       NAVD 88
 DL0656
 DL0656  VERT ORDER      -  SECOND    CLASS 0
 DL0656
 DL0656.The horizontal coordinates were scaled from a map and have
 DL0656.an estimated accuracy of +/- 6 seconds.
 DL0656
 DL0656.The orthometric height was determined by differential leveling and
 DL0656.adjusted by the NATIONAL GEODETIC SURVEY
 DL0656.in June 1991.
 DL0656
 DL0656.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0656.GEOID18 height accuracy estimate available here.
 DL0656
 DL0656.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS812664(NAD 83)
 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
 DL0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0656.See file dsdata.pdf to determine how the superseded data were derived.
 DL0656
 DL0656_MARKER: DB = BENCH MARK DISK
 DL0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0656_STAMPING: P 120 1934
 DL0656_MARK LOGO: CGS
 DL0656_PROJECTION: PROJECTING 18 CENTIMETERS
 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             CGS
 DL0656  HISTORY     - 1963     GOOD             CGS
 DL0656  HISTORY     - 1982     GOOD             LOCSUR
 DL0656
 DL0656                          STATION DESCRIPTION
 DL0656
 DL0656'DESCRIBED BY COAST AND 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DL0268 ***********************************************************************
 DL0268  DESIGNATION -  P 121
 DL0268  PID         -  DL0268
 DL0268  STATE/COUNTY-  AR/UNION
 DL0268  COUNTRY     -  US
 DL0268  USGS QUAD   -  NEWELL (2017)
 DL0268
 DL0268                         *CURRENT SURVEY CONTROL
 DL0268  ______________________________________________________________________
 DL0268* NAD 83(1986) POSITION- 33 12 31.     (N) 092 47 38.     (W)   SCALED
 DL0268* NAVD 88 ORTHO HEIGHT -    69.542 (meters)      228.16  (feet) ADJUSTED
 DL0268  ______________________________________________________________________
 DL0268  GEOID HEIGHT    -        -26.298 (meters)                     GEOID18
 DL0268  DYNAMIC HEIGHT  -         69.467 (meters)      227.91  (feet) COMP
 DL0268  MODELED GRAVITY -    979,560.9   (mgal)                       NAVD 88
 DL0268
 DL0268  VERT ORDER      -  SECOND    CLASS 0
 DL0268
 DL0268.The horizontal coordinates were scaled from a map and have
 DL0268.an estimated accuracy of +/- 6 seconds.
 DL0268
 DL0268.The orthometric height was determined by differential leveling and
 DL0268.adjusted by the NATIONAL GEODETIC SURVEY
 DL0268.in June 1991.
 DL0268
 DL0268.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0268.GEOID18 height accuracy estimate available here.
 DL0268
 DL0268.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS192744(NAD 83)
 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
 DL0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0268.See file dsdata.pdf to determine how the superseded data were derived.
 DL0268
 DL0268_MARKER: DB = BENCH MARK DISK
 DL0268_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DL0268_STAMPING: P 121 1934
 DL0268_MARK LOGO: CGS
 DL0268_PROJECTION: FLUSH
 DL0268_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0268_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL0268+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2011
 DL0268
 DL0268  HISTORY     - Date     Condition        Report By
 DL0268  HISTORY     - 1934     MONUMENTED       CGS
 DL0268  HISTORY     - 1964     GOOD             CGS
 DL0268  HISTORY     - 1967     GOOD             CGS
 DL0268  HISTORY     - 1983     GOOD             USGS
 DL0268  HISTORY     - 20110421 GOOD             ARHD
 DL0268
 DL0268                          STATION DESCRIPTION
 DL0268
 DL0268'DESCRIBED BY COAST AND 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 COAST AND 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.
 DL0268
 DL0268                          STATION RECOVERY (2011)
 DL0268
 DL0268'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (SES)
 DL0268'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0700 ***********************************************************************
 FG0700  DESIGNATION -  P 125
 FG0700  PID         -  FG0700
 FG0700  STATE/COUNTY-  AR/VAN BUREN
 FG0700  COUNTRY     -  US
 FG0700  USGS QUAD   -  SCOTLAND (2017)
 FG0700
 FG0700                         *CURRENT SURVEY CONTROL
 FG0700  ______________________________________________________________________
 FG0700* NAD 83(1986) POSITION- 35 33 22.     (N) 092 36 17.     (W)   SCALED
 FG0700* NAVD 88 ORTHO HEIGHT -   221.603 (meters)      727.04  (feet) ADJUSTED
 FG0700  ______________________________________________________________________
 FG0700  GEOID HEIGHT    -        -28.079 (meters)                     GEOID18
 FG0700  DYNAMIC HEIGHT  -        221.399 (meters)      726.37  (feet) COMP
 FG0700  MODELED GRAVITY -    979,708.4   (mgal)                       NAVD 88
 FG0700
 FG0700  VERT ORDER      -  SECOND    CLASS 0
 FG0700
 FG0700.The horizontal coordinates were scaled from a map and have
 FG0700.an estimated accuracy of +/- 6 seconds.
 FG0700
 FG0700.The orthometric height was determined by differential leveling and
 FG0700.adjusted by the NATIONAL GEODETIC SURVEY
 FG0700.in June 1991.
 FG0700
 FG0700.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0700.GEOID18 height accuracy estimate available here.
 FG0700
 FG0700.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV358347(NAD 83)
 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
 FG0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0700.See file dsdata.pdf to determine how the superseded data were derived.
 FG0700
 FG0700_MARKER: DB = BENCH MARK DISK
 FG0700_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0700_STAMPING: P 125 1935
 FG0700_MARK LOGO: CGS
 FG0700_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0700
 FG0700  HISTORY     - Date     Condition        Report By
 FG0700  HISTORY     - 1935     MONUMENTED       CGS
 FG0700  HISTORY     - 1963     POOR             CGS
 FG0700
 FG0700                          STATION DESCRIPTION
 FG0700
 FG0700'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG0946 ***********************************************************************
 FG0946  DESIGNATION -  P 126
 FG0946  PID         -  FG0946
 FG0946  STATE/COUNTY-  AR/POPE
 FG0946  COUNTRY     -  US
 FG0946  USGS QUAD   -  TREAT (2017)
 FG0946
 FG0946                         *CURRENT SURVEY CONTROL
 FG0946  ______________________________________________________________________
 FG0946* NAD 83(1986) POSITION- 35 36 42.     (N) 093 09 33.     (W)   SCALED
 FG0946* NAVD 88 ORTHO HEIGHT -   222.028 (meters)      728.44  (feet) ADJUSTED
 FG0946  ______________________________________________________________________
 FG0946  GEOID HEIGHT    -        -28.471 (meters)                     GEOID18
 FG0946  DYNAMIC HEIGHT  -        221.820 (meters)      727.75  (feet) COMP
 FG0946  MODELED GRAVITY -    979,692.7   (mgal)                       NAVD 88
 FG0946
 FG0946  VERT ORDER      -  SECOND    CLASS 0
 FG0946
 FG0946.The horizontal coordinates were scaled from a map and have
 FG0946.an estimated accuracy of +/- 6 seconds.
 FG0946
 FG0946.The orthometric height was determined by differential leveling and
 FG0946.adjusted by the NATIONAL GEODETIC SURVEY
 FG0946.in June 1991.
 FG0946
 FG0946.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0946.GEOID18 height accuracy estimate available here.
 FG0946
 FG0946.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV855408(NAD 83)
 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
 FG0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0946.See file dsdata.pdf to determine how the superseded data were derived.
 FG0946
 FG0946_MARKER: DB = BENCH MARK DISK
 FG0946_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0946_STAMPING: P 126 1935
 FG0946_MARK LOGO: CGS
 FG0946_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0916 ***********************************************************************
 FG0916  DESIGNATION -  P 128
 FG0916  PID         -  FG0916
 FG0916  STATE/COUNTY-  AR/NEWTON
 FG0916  COUNTRY     -  US
 FG0916  USGS QUAD   -  ROSETTA (2017)
 FG0916
 FG0916                         *CURRENT SURVEY CONTROL
 FG0916  ______________________________________________________________________
 FG0916* NAD 83(1986) POSITION- 35 44 04.38   (N) 093 20 31.08   (W)   HD_HELD1
 FG0916* NAVD 88 ORTHO HEIGHT -   491.322 (meters)     1611.95  (feet) ADJUSTED
 FG0916  ______________________________________________________________________
 FG0916  GEOID HEIGHT    -        -28.189 (meters)                     GEOID18
 FG0916  DYNAMIC HEIGHT  -        490.843 (meters)     1610.37  (feet) COMP
 FG0916  MODELED GRAVITY -    979,643.7   (mgal)                       NAVD 88
 FG0916
 FG0916  VERT ORDER      -  SECOND    CLASS 0
 FG0916
 FG0916.The horizontal coordinates were determined by differentially corrected
 FG0916.hand held GPS observations or other comparable positioning techniques
 FG0916.and have an estimated accuracy of +/- 3 meters.
 FG0916
 FG0916.The orthometric height was determined by differential leveling and
 FG0916.adjusted by the NATIONAL GEODETIC SURVEY
 FG0916.in June 1991.
 FG0916
 FG0916.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0916.GEOID18 height accuracy estimate available here.
 FG0916
 FG0916.Click photographs - Photos may exist for this station.
 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     -   156,280.9     278,610.3     MT  (+/- 3 meters HH1 GPS) 
 FG0916
 FG0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV6907654560(NAD 83)
 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
 FG0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0916.See file dsdata.pdf to determine how the superseded data were derived.
 FG0916
 FG0916_MARKER: DB = BENCH MARK DISK
 FG0916_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0916_STAMPING: P 128 1935
 FG0916_MARK LOGO: CGS
 FG0916_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0129 ***********************************************************************
 GF0129  DESIGNATION -  P 13
 GF0129  PID         -  GF0129
 GF0129  STATE/COUNTY-  AR/MARION
 GF0129  COUNTRY     -  US
 GF0129  USGS QUAD   -  BRUNO (2017)
 GF0129
 GF0129                         *CURRENT SURVEY CONTROL
 GF0129  ______________________________________________________________________
 GF0129* NAD 83(1986) POSITION- 36 14 53.     (N) 092 45 30.     (W)   SCALED
 GF0129* NAVD 88 ORTHO HEIGHT -   203.062 (meters)      666.21  (feet) ADJUSTED
 GF0129  ______________________________________________________________________
 GF0129  GEOID HEIGHT    -        -28.438 (meters)                     GEOID18
 GF0129  DYNAMIC HEIGHT  -        202.882 (meters)      665.62  (feet) COMP
 GF0129  MODELED GRAVITY -    979,741.8   (mgal)                       NAVD 88
 GF0129
 GF0129  VERT ORDER      -  SECOND    CLASS 0
 GF0129
 GF0129.The horizontal coordinates were scaled from a map and have
 GF0129.an estimated accuracy of +/- 6 seconds.
 GF0129
 GF0129.The orthometric height was determined by differential leveling and
 GF0129.adjusted by the NATIONAL GEODETIC SURVEY
 GF0129.in June 1991.
 GF0129
 GF0129.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0129.GEOID18 height accuracy estimate available here.
 GF0129
 GF0129.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA217114(NAD 83)
 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
 GF0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0129.See file dsdata.pdf to determine how the superseded data were derived.
 GF0129
 GF0129_MARKER: DB = BENCH MARK DISK
 GF0129_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GF0129_STAMPING: P 13 1934
 GF0129_MARK LOGO: CGS
 GF0129_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 DK1356 ***********************************************************************
 DK1356  DESIGNATION -  P 13
 DK1356  PID         -  DK1356
 DK1356  STATE/COUNTY-  AR/ASHLEY
 DK1356  COUNTRY     -  US
 DK1356  USGS QUAD   -  WILMOT (2017)
 DK1356
 DK1356                         *CURRENT SURVEY CONTROL
 DK1356  ______________________________________________________________________
 DK1356* NAD 83(1986) POSITION- 33 05 19.     (N) 091 33 28.     (W)   SCALED
 DK1356* NAVD 88 ORTHO HEIGHT -    34.012 (meters)      111.59  (feet) ADJUSTED
 DK1356  ______________________________________________________________________
 DK1356  GEOID HEIGHT    -        -25.883 (meters)                     GEOID18
 DK1356  DYNAMIC HEIGHT  -         33.976 (meters)      111.47  (feet) COMP
 DK1356  MODELED GRAVITY -    979,575.8   (mgal)                       NAVD 88
 DK1356
 DK1356  VERT ORDER      -  SECOND    CLASS 0
 DK1356
 DK1356.The horizontal coordinates were scaled from a map and have
 DK1356.an estimated accuracy of +/- 6 seconds.
 DK1356
 DK1356.The orthometric height was determined by differential leveling and
 DK1356.adjusted by the NATIONAL GEODETIC SURVEY
 DK1356.in June 1991.
 DK1356
 DK1356.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1356.GEOID18 height accuracy estimate available here.
 DK1356
 DK1356.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS345620(NAD 83)
 DK1356
 DK1356                          SUPERSEDED SURVEY CONTROL
 DK1356
 DK1356  NGVD 29 (11/26/84)   34.130  (m)          111.97   (f) ADJUSTED    2 0
 DK1356
 DK1356.Superseded values are not recommended for survey control.
 DK1356
 DK1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1356.See file dsdata.pdf to determine how the superseded data were derived.
 DK1356
 DK1356_MARKER: DB = BENCH MARK DISK
 DK1356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1356_STAMPING: P 13 1932
 DK1356_MARK LOGO: CGS
 DK1356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1356+STABILITY: SURFACE MOTION
 DK1356
 DK1356  HISTORY     - Date     Condition        Report By
 DK1356  HISTORY     - 1932     MONUMENTED       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 = MARCH 20, 2026 22:17:28 EDT
 EK0229 ***********************************************************************
 EK0229  DESIGNATION -  P 131
 EK0229  PID         -  EK0229
 EK0229  STATE/COUNTY-  AR/HOWARD
 EK0229  COUNTRY     -  US
 EK0229  USGS QUAD   -  GILLHAM DAM (2017)
 EK0229
 EK0229                         *CURRENT SURVEY CONTROL
 EK0229  ______________________________________________________________________
 EK0229* NAD 83(1986) POSITION- 34 14 54.91   (N) 094 07 56.60   (W)   HD_HELD1
 EK0229* NAVD 88 ORTHO HEIGHT -   257.319 (meters)      844.22  (feet) ADJUSTED
 EK0229  ______________________________________________________________________
 EK0229  GEOID HEIGHT    -        -28.273 (meters)                     GEOID18
 EK0229  DYNAMIC HEIGHT  -        257.054 (meters)      843.35  (feet) COMP
 EK0229  MODELED GRAVITY -    979,598.9   (mgal)                       NAVD 88
 EK0229
 EK0229  VERT ORDER      -  SECOND    CLASS 0
 EK0229
 EK0229.The horizontal coordinates were determined by differentially corrected
 EK0229.hand held GPS observations or other comparable positioning techniques
 EK0229.and have an estimated accuracy of +/- 3 meters.
 EK0229
 EK0229.The orthometric height was determined by differential leveling and
 EK0229.adjusted by the NATIONAL GEODETIC SURVEY
 EK0229.in June 1991.
 EK0229
 EK0229.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0229.GEOID18 height accuracy estimate available here.
 EK0229
 EK0229.Click photographs - Photos may exist for this station.
 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     -   577,500.5     203,604.3     MT  (+/- 3 meters HH1 GPS) 
 EK0229
 EK0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT9572990299(NAD 83)
 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
 EK0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0229.See file dsdata.pdf to determine how the superseded data were derived.
 EK0229
 EK0229_MARKER: DB = BENCH MARK DISK
 EK0229_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EK0229_STAMPING: P 131 1935
 EK0229_MARK LOGO: CGS
 EK0229_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0229
 EK0229  HISTORY     - Date     Condition        Report By
 EK0229  HISTORY     - 1935     MONUMENTED       CGS
 EK0229  HISTORY     - 1961     GOOD             CGS
 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 COAST AND GEODETIC SURVEY 1961
 EK0229'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EK0165 ***********************************************************************
 EK0165  DESIGNATION -  P 132
 EK0165  PID         -  EK0165
 EK0165  STATE/COUNTY-  AR/POLK
 EK0165  COUNTRY     -  US
 EK0165  USGS QUAD   -  VANDERVOORT (2017)
 EK0165
 EK0165                         *CURRENT SURVEY CONTROL
 EK0165  ______________________________________________________________________
 EK0165* NAD 83(1986) POSITION- 34 29 44.60   (N) 094 15 01.09   (W)   HD_HELD1
 EK0165* NAVD 88 ORTHO HEIGHT -   400.987 (meters)     1315.57  (feet) ADJUSTED
 EK0165  ______________________________________________________________________
 EK0165  GEOID HEIGHT    -        -29.735 (meters)                     GEOID18
 EK0165  DYNAMIC HEIGHT  -        400.555 (meters)     1314.15  (feet) COMP
 EK0165  MODELED GRAVITY -    979,546.3   (mgal)                       NAVD 88
 EK0165
 EK0165  VERT ORDER      -  SECOND    CLASS 0
 EK0165
 EK0165.The horizontal coordinates were determined by differentially corrected
 EK0165.hand held GPS observations or other comparable positioning techniques
 EK0165.and have an estimated accuracy of +/- 3 meters.
 EK0165
 EK0165.The orthometric height was determined by differential leveling and
 EK0165.adjusted by the NATIONAL GEODETIC SURVEY
 EK0165.in June 1991.
 EK0165
 EK0165.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0165.GEOID18 height accuracy estimate available here.
 EK0165
 EK0165.Click photographs - Photos may exist for this station.
 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     -   605,139.2     193,348.5     MT  (+/- 3 meters HH1 GPS) 
 EK0165
 EK0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU8520817832(NAD 83)
 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
 EK0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0165.See file dsdata.pdf to determine how the superseded data were derived.
 EK0165
 EK0165_MARKER: DB = BENCH MARK DISK
 EK0165_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EK0165_STAMPING: P 132 1935
 EK0165_MARK LOGO: CGS
 EK0165_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EK0190 ***********************************************************************
 EK0190  DESIGNATION -  P 133
 EK0190  PID         -  EK0190
 EK0190  STATE/COUNTY-  AR/POLK
 EK0190  COUNTRY     -  US
 EK0190  USGS QUAD   -  VANDERVOORT (2017)
 EK0190
 EK0190                         *CURRENT SURVEY CONTROL
 EK0190  ______________________________________________________________________
 EK0190* NAD 83(1986) POSITION- 34 29 13.     (N) 094 18 17.     (W)   SCALED
 EK0190* NAVD 88 ORTHO HEIGHT -   370.028 (meters)     1214.00  (feet) ADJUSTED
 EK0190  ______________________________________________________________________
 EK0190  GEOID HEIGHT    -        -29.880 (meters)                     GEOID18
 EK0190  DYNAMIC HEIGHT  -        369.627 (meters)     1212.68  (feet) COMP
 EK0190  MODELED GRAVITY -    979,540.9   (mgal)                       NAVD 88
 EK0190
 EK0190  VERT ORDER      -  SECOND    CLASS 0
 EK0190
 EK0190.The horizontal coordinates were scaled from a map and have
 EK0190.an estimated accuracy of +/- 6 seconds.
 EK0190
 EK0190.The orthometric height was determined by differential leveling and
 EK0190.adjusted by the NATIONAL GEODETIC SURVEY
 EK0190.in June 1991.
 EK0190
 EK0190.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0190.GEOID18 height accuracy estimate available here.
 EK0190
 EK0190.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU801169(NAD 83)
 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
 EK0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0190.See file dsdata.pdf to determine how the superseded data were derived.
 EK0190
 EK0190_MARKER: DB = BENCH MARK DISK
 EK0190_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EK0190_STAMPING: P 133 1935
 EK0190_MARK LOGO: CGS
 EK0190_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0190
 EK0190  HISTORY     - Date     Condition        Report By
 EK0190  HISTORY     - 1935     MONUMENTED       CGS
 EK0190  HISTORY     - 1961     GOOD             CGS
 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1507 ***********************************************************************
 EJ1507  DESIGNATION -  P 134
 EJ1507  PID         -  EJ1507
 EJ1507  STATE/COUNTY-  AR/POLK
 EJ1507  COUNTRY     -  US
 EJ1507  USGS QUAD   -  PINE RIDGE (2017)
 EJ1507
 EJ1507                         *CURRENT SURVEY CONTROL
 EJ1507  ______________________________________________________________________
 EJ1507* NAD 83(1986) POSITION- 34 34 58.     (N) 093 57 43.     (W)   SCALED
 EJ1507* NAVD 88 ORTHO HEIGHT -   251.309 (meters)      824.50  (feet) ADJUSTED
 EJ1507  ______________________________________________________________________
 EJ1507  GEOID HEIGHT    -        -29.426 (meters)                     GEOID18
 EJ1507  DYNAMIC HEIGHT  -        251.045 (meters)      823.64  (feet) COMP
 EJ1507  MODELED GRAVITY -    979,577.9   (mgal)                       NAVD 88
 EJ1507
 EJ1507  VERT ORDER      -  SECOND    CLASS 0
 EJ1507
 EJ1507.The horizontal coordinates were scaled from a map and have
 EJ1507.an estimated accuracy of +/- 6 seconds.
 EJ1507
 EJ1507.The orthometric height was determined by differential leveling and
 EJ1507.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1507.in June 1991.
 EJ1507
 EJ1507.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1507.GEOID18 height accuracy estimate available here.
 EJ1507
 EJ1507.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU117271(NAD 83)
 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
 EJ1507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1507.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1507
 EJ1507_MARKER: DB = BENCH MARK DISK
 EJ1507_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ1507_STAMPING: P 134 1935
 EJ1507_MARK LOGO: CGS
 EJ1507_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1507
 EJ1507  HISTORY     - Date     Condition        Report By
 EJ1507  HISTORY     - 1935     MONUMENTED       CGS
 EJ1507  HISTORY     - 1961     MARK NOT FOUND   CGS
 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 COAST AND GEODETIC SURVEY 1961
 EJ1507'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1545 ***********************************************************************
 EJ1545  DESIGNATION -  P 135
 EJ1545  PID         -  EJ1545
 EJ1545  STATE/COUNTY-  AR/POLK
 EJ1545  COUNTRY     -  US
 EJ1545  USGS QUAD   -  BUCK KNOB (2017)
 EJ1545
 EJ1545                         *CURRENT SURVEY CONTROL
 EJ1545  ______________________________________________________________________
 EJ1545* NAD 83(1986) POSITION- 34 37 38.8    (N) 093 57 50.1    (W)   HD_HELD2
 EJ1545* NAVD 88 ORTHO HEIGHT -   324.445 (meters)     1064.45  (feet) ADJUSTED
 EJ1545  ______________________________________________________________________
 EJ1545  GEOID HEIGHT    -        -29.586 (meters)                     GEOID18
 EJ1545  DYNAMIC HEIGHT  -        324.097 (meters)     1063.31  (feet) COMP
 EJ1545  MODELED GRAVITY -    979,551.7   (mgal)                       NAVD 88
 EJ1545
 EJ1545  VERT ORDER      -  SECOND    CLASS 0
 EJ1545
 EJ1545.The horizontal coordinates were established by autonomous hand held GPS
 EJ1545.observations and have an estimated accuracy of +/- 10 meters.
 EJ1545
 EJ1545.The orthometric height was determined by differential leveling and
 EJ1545.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1545.in June 1991.
 EJ1545
 EJ1545.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1545.GEOID18 height accuracy estimate available here.
 EJ1545
 EJ1545.Click photographs - Photos may exist for this station.
 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     -   619,207.      219,925.      MT  (+/- 10 meters HH2 GPS)
 EJ1545
 EJ1545_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU1164232151(NAD 83)
 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
 EJ1545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1545.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1545
 EJ1545_MARKER: DB = BENCH MARK DISK
 EJ1545_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ1545_STAMPING: P 135 1935
 EJ1545_MARK LOGO: CGS
 EJ1545_PROJECTION: PROJECTING 30 CENTIMETERS
 EJ1545_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1545
 EJ1545  HISTORY     - Date     Condition        Report By
 EJ1545  HISTORY     - 1935     MONUMENTED       CGS
 EJ1545  HISTORY     - 1961     GOOD             CGS
 EJ1545  HISTORY     - 20231219 GOOD             ARHD
 EJ1545
 EJ1545                          STATION DESCRIPTION
 EJ1545
 EJ1545'DESCRIBED BY COAST AND 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.
 EJ1545
 EJ1545                          STATION RECOVERY (2023)
 EJ1545
 EJ1545'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2023 (JDH)
 EJ1545'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1170 ***********************************************************************
 EJ1170  DESIGNATION -  P 136
 EJ1170  PID         -  EJ1170
 EJ1170  STATE/COUNTY-  AR/CLARK
 EJ1170  COUNTRY     -  US
 EJ1170  USGS QUAD   -  CHALYBEATE MOUNTAIN EAST (2017)
 EJ1170
 EJ1170                         *CURRENT SURVEY CONTROL
 EJ1170  ______________________________________________________________________
 EJ1170* NAD 83(1986) POSITION- 34 11 40.     (N) 093 18 29.     (W)   SCALED
 EJ1170* NAVD 88 ORTHO HEIGHT -   142.955 (meters)      469.01  (feet) ADJUSTED
 EJ1170  ______________________________________________________________________
 EJ1170  GEOID HEIGHT    -        -27.168 (meters)                     GEOID18
 EJ1170  DYNAMIC HEIGHT  -        142.810 (meters)      468.54  (feet) COMP
 EJ1170  MODELED GRAVITY -    979,623.8   (mgal)                       NAVD 88
 EJ1170
 EJ1170  VERT ORDER      -  SECOND    CLASS 0
 EJ1170
 EJ1170.The horizontal coordinates were scaled from a map and have
 EJ1170.an estimated accuracy of +/- 6 seconds.
 EJ1170
 EJ1170.The orthometric height was determined by differential leveling and
 EJ1170.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1170.in June 1991.
 EJ1170
 EJ1170.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1170.GEOID18 height accuracy estimate available here.
 EJ1170
 EJ1170.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT716837(NAD 83)
 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
 EJ1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1170.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1170
 EJ1170_MARKER: DB = BENCH MARK DISK
 EJ1170_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ1170_STAMPING: P 136 1935
 EJ1170_MARK LOGO: CGS
 EJ1170_PROJECTION: RECESSED 5 CENTIMETERS
 EJ1170_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1170
 EJ1170  HISTORY     - Date     Condition        Report By
 EJ1170  HISTORY     - 1935     MONUMENTED       CGS
 EJ1170  HISTORY     - 1935     GOOD             CGS
 EJ1170  HISTORY     - 1975     MARK NOT FOUND   USGS
 EJ1170
 EJ1170                          STATION DESCRIPTION
 EJ1170
 EJ1170'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1191 ***********************************************************************
 EJ1191  DESIGNATION -  P 137
 EJ1191  PID         -  EJ1191
 EJ1191  STATE/COUNTY-  AR/GARLAND
 EJ1191  COUNTRY     -  US
 EJ1191  USGS QUAD   -  HEMPWALLACE (2017)
 EJ1191
 EJ1191                         *CURRENT SURVEY CONTROL
 EJ1191  ______________________________________________________________________
 EJ1191* NAD 83(1986) POSITION- 34 24 01.     (N) 093 13 53.     (W)   SCALED
 EJ1191* NAVD 88 ORTHO HEIGHT -   173.702 (meters)      569.89  (feet) ADJUSTED
 EJ1191  ______________________________________________________________________
 EJ1191  GEOID HEIGHT    -        -27.409 (meters)                     GEOID18
 EJ1191  DYNAMIC HEIGHT  -        173.528 (meters)      569.32  (feet) COMP
 EJ1191  MODELED GRAVITY -    979,631.5   (mgal)                       NAVD 88
 EJ1191
 EJ1191  VERT ORDER      -  SECOND    CLASS 0
 EJ1191
 EJ1191.The horizontal coordinates were scaled from a map and have
 EJ1191.an estimated accuracy of +/- 6 seconds.
 EJ1191
 EJ1191.The orthometric height was determined by differential leveling and
 EJ1191.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1191.in June 1991.
 EJ1191
 EJ1191.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1191.GEOID18 height accuracy estimate available here.
 EJ1191
 EJ1191.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU787065(NAD 83)
 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
 EJ1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1191.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1191
 EJ1191_MARKER: DB = BENCH MARK DISK
 EJ1191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1191_STAMPING: P 137 1935
 EJ1191_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1199 ***********************************************************************
 EJ1199  DESIGNATION -  P 138
 EJ1199  PID         -  EJ1199
 EJ1199  STATE/COUNTY-  AR/CLARK
 EJ1199  COUNTRY     -  US
 EJ1199  USGS QUAD   -  POINT CEDAR (2017)
 EJ1199
 EJ1199                         *CURRENT SURVEY CONTROL
 EJ1199  ______________________________________________________________________
 EJ1199* NAD 83(1986) POSITION- 34 16 45.     (N) 093 17 09.     (W)   SCALED
 EJ1199* NAVD 88 ORTHO HEIGHT -   112.786 (meters)      370.03  (feet) ADJUSTED
 EJ1199  ______________________________________________________________________
 EJ1199  GEOID HEIGHT    -        -27.295 (meters)                     GEOID18
 EJ1199  DYNAMIC HEIGHT  -        112.673 (meters)      369.66  (feet) COMP
 EJ1199  MODELED GRAVITY -    979,631.3   (mgal)                       NAVD 88
 EJ1199
 EJ1199  VERT ORDER      -  SECOND    CLASS 0
 EJ1199
 EJ1199.The horizontal coordinates were scaled from a map and have
 EJ1199.an estimated accuracy of +/- 6 seconds.
 EJ1199
 EJ1199.The orthometric height was determined by differential leveling and
 EJ1199.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1199.in June 1991.
 EJ1199
 EJ1199.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1199.GEOID18 height accuracy estimate available here.
 EJ1199
 EJ1199.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT736931(NAD 83)
 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
 EJ1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1199.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1199
 EJ1199_MARKER: DB = BENCH MARK DISK
 EJ1199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1199_STAMPING: P 138 1935
 EJ1199_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1139 ***********************************************************************
 EJ1139  DESIGNATION -  P 139
 EJ1139  PID         -  EJ1139
 EJ1139  STATE/COUNTY-  AR/GARLAND
 EJ1139  COUNTRY     -  US
 EJ1139  USGS QUAD   -  HOT SPRINGS SOUTH (2017)
 EJ1139
 EJ1139                         *CURRENT SURVEY CONTROL
 EJ1139  ______________________________________________________________________
 EJ1139* NAD 83(1986) POSITION- 34 28 39.     (N) 093 03 35.     (W)   SCALED
 EJ1139* NAVD 88 ORTHO HEIGHT -   163.451 (meters)      536.26  (feet) ADJUSTED
 EJ1139  ______________________________________________________________________
 EJ1139  GEOID HEIGHT    -        -27.182 (meters)                     GEOID18
 EJ1139  DYNAMIC HEIGHT  -        163.291 (meters)      535.73  (feet) COMP
 EJ1139  MODELED GRAVITY -    979,650.1   (mgal)                       NAVD 88
 EJ1139
 EJ1139  VERT ORDER      -  SECOND    CLASS 0
 EJ1139
 EJ1139.The horizontal coordinates were scaled from a map and have
 EJ1139.an estimated accuracy of +/- 6 seconds.
 EJ1139
 EJ1139.The orthometric height was determined by differential leveling and
 EJ1139.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1139.in June 1991.
 EJ1139
 EJ1139.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1139.GEOID18 height accuracy estimate available here.
 EJ1139
 EJ1139.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU945151(NAD 83)
 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
 EJ1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1139.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1139
 EJ1139_MARKER: DB = BENCH MARK DISK
 EJ1139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1139_STAMPING: P 139 1935
 EJ1139_MARK LOGO: CGS
 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   CGS
 EJ1139  HISTORY     - 20110921 MARK NOT FOUND   ARHD
 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 COAST AND GEODETIC SURVEY 1965
 EJ1139'MARK NOT FOUND.
 EJ1139
 EJ1139                          STATION RECOVERY (2011)
 EJ1139
 EJ1139'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (AMC)
 EJ1139'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1546 ***********************************************************************
 EH1546  DESIGNATION -  P 14
 EH1546  PID         -  EH1546
 EH1546  STATE/COUNTY-  AR/JEFFERSON
 EH1546  COUNTRY     -  US
 EH1546  USGS QUAD   -  TARRY (2017)
 EH1546
 EH1546                         *CURRENT SURVEY CONTROL
 EH1546  ______________________________________________________________________
 EH1546* NAD 83(1986) POSITION- 34 06 36.     (N) 091 45 32.     (W)   SCALED
 EH1546* NAVD 88 ORTHO HEIGHT -    57.835 (meters)      189.75  (feet) ADJUSTED
 EH1546  ______________________________________________________________________
 EH1546  GEOID HEIGHT    -        -25.927 (meters)                     GEOID18
 EH1546  DYNAMIC HEIGHT  -         57.779 (meters)      189.56  (feet) COMP
 EH1546  MODELED GRAVITY -    979,663.4   (mgal)                       NAVD 88
 EH1546
 EH1546  VERT ORDER      -  FIRST     CLASS II
 EH1546
 EH1546.The horizontal coordinates were scaled from a map and have
 EH1546.an estimated accuracy of +/- 6 seconds.
 EH1546
 EH1546.The orthometric height was determined by differential leveling and
 EH1546.adjusted by the NATIONAL GEODETIC SURVEY
 EH1546.in September 2023.
 EH1546
 EH1546.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1546.GEOID18 height accuracy estimate available here.
 EH1546
 EH1546.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT144750(NAD 83)
 EH1546
 EH1546                          SUPERSEDED SURVEY CONTROL
 EH1546
 EH1546  NAVD 88 (06/15/91)   57.862  (m)          189.84   (f) SUPERSEDED  1 2
 EH1546  NGVD 29 (11/26/84)   57.946  (m)          190.11   (f) ADJUSTED    1 2
 EH1546
 EH1546.Superseded values are not recommended for survey control.
 EH1546
 EH1546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1546.See file dsdata.pdf to determine how the superseded data were derived.
 EH1546
 EH1546_MARKER: DB = BENCH MARK DISK
 EH1546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1546_STAMPING: P 14 1932
 EH1546_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0841 ***********************************************************************
 EJ0841  DESIGNATION -  P 140
 EJ0841  PID         -  EJ0841
 EJ0841  STATE/COUNTY-  AR/SALINE
 EJ0841  COUNTRY     -  US
 EJ0841  USGS QUAD   -  LONSDALE (2017)
 EJ0841
 EJ0841                         *CURRENT SURVEY CONTROL
 EJ0841  ______________________________________________________________________
 EJ0841* NAD 83(1986) POSITION- 34 31 32.     (N) 092 47 18.     (W)   SCALED
 EJ0841* NAVD 88 ORTHO HEIGHT -   143.463 (meters)      470.68  (feet) ADJUSTED
 EJ0841  ______________________________________________________________________
 EJ0841  GEOID HEIGHT    -        -26.616 (meters)                     GEOID18
 EJ0841  DYNAMIC HEIGHT  -        143.326 (meters)      470.23  (feet) COMP
 EJ0841  MODELED GRAVITY -    979,680.1   (mgal)                       NAVD 88
 EJ0841
 EJ0841  VERT ORDER      -  SECOND    CLASS 0
 EJ0841
 EJ0841.The horizontal coordinates were scaled from a map and have
 EJ0841.an estimated accuracy of +/- 6 seconds.
 EJ0841
 EJ0841.The orthometric height was determined by differential leveling and
 EJ0841.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0841.in June 1991.
 EJ0841
 EJ0841.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0841.GEOID18 height accuracy estimate available here.
 EJ0841
 EJ0841.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU194204(NAD 83)
 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
 EJ0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0841.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0841
 EJ0841_MARKER: DB = BENCH MARK DISK
 EJ0841_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0841_STAMPING: P 140 1935
 EJ0841_MARK LOGO: CGS
 EJ0841_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0841
 EJ0841  HISTORY     - Date     Condition        Report By
 EJ0841  HISTORY     - 1935     MONUMENTED       CGS
 EJ0841  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ0841  HISTORY     - 20110921 MARK NOT FOUND   ARHD
 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.
 EJ0841
 EJ0841                          STATION RECOVERY (2011)
 EJ0841
 EJ0841'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (AMC)
 EJ0841'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1439 ***********************************************************************
 FG1439  DESIGNATION -  P 141
 FG1439  PID         -  FG1439
 FG1439  STATE/COUNTY-  AR/FRANKLIN
 FG1439  COUNTRY     -  US
 FG1439  USGS QUAD   -  YALE (2017)
 FG1439
 FG1439                         *CURRENT SURVEY CONTROL
 FG1439  ______________________________________________________________________
 FG1439* NAD 83(1986) POSITION- 35 40 51.     (N) 093 42 15.     (W)   SCALED
 FG1439* NAVD 88 ORTHO HEIGHT -   254.103 (meters)      833.67  (feet) ADJUSTED
 FG1439  ______________________________________________________________________
 FG1439  GEOID HEIGHT    -        -28.459 (meters)                     GEOID18
 FG1439  DYNAMIC HEIGHT  -        253.866 (meters)      832.89  (feet) COMP
 FG1439  MODELED GRAVITY -    979,696.9   (mgal)                       NAVD 88
 FG1439
 FG1439  VERT ORDER      -  SECOND    CLASS 0
 FG1439
 FG1439.The horizontal coordinates were scaled from a map and have
 FG1439.an estimated accuracy of +/- 6 seconds.
 FG1439
 FG1439.The orthometric height was determined by differential leveling and
 FG1439.adjusted by the NATIONAL GEODETIC SURVEY
 FG1439.in June 1991.
 FG1439
 FG1439.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1439.GEOID18 height accuracy estimate available here.
 FG1439
 FG1439.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV362487(NAD 83)
 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
 FG1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1439.See file dsdata.pdf to determine how the superseded data were derived.
 FG1439
 FG1439_MARKER: DB = BENCH MARK DISK
 FG1439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1439_STAMPING: P 141 1935
 FG1439_MARK LOGO: CGS
 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   CGS
 FG1439
 FG1439                          STATION DESCRIPTION
 FG1439
 FG1439'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1472 ***********************************************************************
 FG1472  DESIGNATION -  P 142
 FG1472  PID         -  FG1472
 FG1472  STATE/COUNTY-  AR/JOHNSON
 FG1472  COUNTRY     -  US
 FG1472  USGS QUAD   -  HARMONY (2017)
 FG1472
 FG1472                         *CURRENT SURVEY CONTROL
 FG1472  ______________________________________________________________________
 FG1472* NAD 83(1986) POSITION- 35 36 55.20   (N) 093 32 26.97   (W)   HD_HELD1
 FG1472* NAVD 88 ORTHO HEIGHT -   627.452 (meters)     2058.57  (feet) ADJUSTED
 FG1472  ______________________________________________________________________
 FG1472  GEOID HEIGHT    -        -28.499 (meters)                     GEOID18
 FG1472  DYNAMIC HEIGHT  -        626.847 (meters)     2056.58  (feet) COMP
 FG1472  MODELED GRAVITY -    979,646.7   (mgal)                       NAVD 88
 FG1472
 FG1472  VERT ORDER      -  SECOND    CLASS 0
 FG1472
 FG1472.The horizontal coordinates were determined by differentially corrected
 FG1472.hand held GPS observations or other comparable positioning techniques
 FG1472.and have an estimated accuracy of +/- 3 meters.
 FG1472
 FG1472.The orthometric height was determined by differential leveling and
 FG1472.adjusted by the NATIONAL GEODETIC SURVEY
 FG1472.in June 1991.
 FG1472
 FG1472.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1472.GEOID18 height accuracy estimate available here.
 FG1472
 FG1472.Click photographs - Photos may exist for this station.
 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     -   143,319.2     260,416.6     MT  (+/- 3 meters HH1 GPS) 
 FG1472
 FG1472_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV5102041419(NAD 83)
 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
 FG1472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1472.See file dsdata.pdf to determine how the superseded data were derived.
 FG1472
 FG1472_MARKER: DB = BENCH MARK DISK
 FG1472_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG1472_STAMPING: P 142 1935
 FG1472_MARK LOGO: CGS
 FG1472_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0536 ***********************************************************************
 GF0536  DESIGNATION -  P 143
 GF0536  PID         -  GF0536
 GF0536  STATE/COUNTY-  AR/MADISON
 GF0536  COUNTRY     -  US
 GF0536  USGS QUAD   -  HUNTSVILLE (2017)
 GF0536
 GF0536                         *CURRENT SURVEY CONTROL
 GF0536  ______________________________________________________________________
 GF0536* NAD 83(1986) POSITION- 36 06 24.     (N) 093 42 52.     (W)   SCALED
 GF0536* NAVD 88 ORTHO HEIGHT -   438.641 (meters)     1439.11  (feet) ADJUSTED
 GF0536  ______________________________________________________________________
 GF0536  GEOID HEIGHT    -        -28.008 (meters)                     GEOID18
 GF0536  DYNAMIC HEIGHT  -        438.242 (meters)     1437.80  (feet) COMP
 GF0536  MODELED GRAVITY -    979,710.3   (mgal)                       NAVD 88
 GF0536
 GF0536  VERT ORDER      -  SECOND    CLASS 0
 GF0536
 GF0536.The horizontal coordinates were scaled from a map and have
 GF0536.an estimated accuracy of +/- 6 seconds.
 GF0536
 GF0536.The orthometric height was determined by differential leveling and
 GF0536.adjusted by the NATIONAL GEODETIC SURVEY
 GF0536.in June 1991.
 GF0536
 GF0536.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0536.GEOID18 height accuracy estimate available here.
 GF0536
 GF0536.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV356960(NAD 83)
 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
 GF0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0536.See file dsdata.pdf to determine how the superseded data were derived.
 GF0536
 GF0536_MARKER: DB = BENCH MARK DISK
 GF0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0536_STAMPING: P 143 1935
 GF0536_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0543 ***********************************************************************
 GF0543  DESIGNATION -  P 144
 GF0543  PID         -  GF0543
 GF0543  STATE/COUNTY-  AR/MADISON
 GF0543  COUNTRY     -  US
 GF0543  USGS QUAD   -  HUNTSVILLE (2017)
 GF0543
 GF0543                         *CURRENT SURVEY CONTROL
 GF0543  ______________________________________________________________________
 GF0543* NAD 83(1986) POSITION- 36 02 27.     (N) 093 40 56.     (W)   SCALED
 GF0543* NAVD 88 ORTHO HEIGHT -   500.719 (meters)     1642.78  (feet) ADJUSTED
 GF0543  ______________________________________________________________________
 GF0543  GEOID HEIGHT    -        -27.972 (meters)                     GEOID18
 GF0543  DYNAMIC HEIGHT  -        500.259 (meters)     1641.27  (feet) COMP
 GF0543  MODELED GRAVITY -    979,697.5   (mgal)                       NAVD 88
 GF0543
 GF0543  VERT ORDER      -  SECOND    CLASS 0
 GF0543
 GF0543.The horizontal coordinates were scaled from a map and have
 GF0543.an estimated accuracy of +/- 6 seconds.
 GF0543
 GF0543.The orthometric height was determined by differential leveling and
 GF0543.adjusted by the NATIONAL GEODETIC SURVEY
 GF0543.in June 1991.
 GF0543
 GF0543.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0543.GEOID18 height accuracy estimate available here.
 GF0543
 GF0543.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV385886(NAD 83)
 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
 GF0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0543.See file dsdata.pdf to determine how the superseded data were derived.
 GF0543
 GF0543_MARKER: DB = BENCH MARK DISK
 GF0543_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GF0543_STAMPING: P 144 1935
 GF0543_MARK LOGO: CGS
 GF0543_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0543
 GF0543  HISTORY     - Date     Condition        Report By
 GF0543  HISTORY     - 1935     MONUMENTED       CGS
 GF0543  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 GF0543  HISTORY     - 20120910 MARK NOT FOUND   ARHD
 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.
 GF0543
 GF0543                          STATION RECOVERY (2012)
 GF0543
 GF0543'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (AMC)
 GF0543'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0544 ***********************************************************************
 GF0544  DESIGNATION -  P 144 RESET
 GF0544  PID         -  GF0544
 GF0544  STATE/COUNTY-  AR/MADISON
 GF0544  COUNTRY     -  US
 GF0544  USGS QUAD   -  HUNTSVILLE (2017)
 GF0544
 GF0544                         *CURRENT SURVEY CONTROL
 GF0544  ______________________________________________________________________
 GF0544* NAD 83(1986) POSITION- 36 02 27.7    (N) 093 40 56.0    (W)   HD_HELD2
 GF0544* NAVD 88 ORTHO HEIGHT -   500.60  (meters)     1642.4   (feet) RESET
 GF0544  ______________________________________________________________________
 GF0544  GEOID HEIGHT    -        -27.972 (meters)                     GEOID18
 GF0544  VERT ORDER      -  THIRD
 GF0544
 GF0544.The horizontal coordinates were established by autonomous hand held GPS
 GF0544.observations and have an estimated accuracy of +/- 10 meters.
 GF0544
 GF0544.The orthometric height was computed from unverified reset data.
 GF0544
 GF0544.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0544.GEOID18 height accuracy estimate available here.
 GF0544
 GF0544.Click photographs - Photos may exist for this station.
 GF0544
 GF0544;                    North         East    Units  Estimated Accuracy
 GF0544;SPC AR N     -   190,753.      248,416.      MT  (+/- 10 meters HH2 GPS)
 GF0544
 GF0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV3854488714(NAD 83)
 GF0544
 GF0544                          SUPERSEDED SURVEY CONTROL
 GF0544
 GF0544.No superseded survey control is available for this station.
 GF0544
 GF0544_MARKER: DB = BENCH MARK DISK
 GF0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0544_STAMPING: P 144 RESET 1965
 GF0544_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0513 ***********************************************************************
 GF0513  DESIGNATION -  P 145
 GF0513  PID         -  GF0513
 GF0513  STATE/COUNTY-  AR/MADISON
 GF0513  COUNTRY     -  US
 GF0513  USGS QUAD   -  MARBLE (2017)
 GF0513
 GF0513                         *CURRENT SURVEY CONTROL
 GF0513  ______________________________________________________________________
 GF0513* NAD 83(1986) POSITION- 36 08 07.     (N) 093 33 04.     (W)   SCALED
 GF0513* NAVD 88 ORTHO HEIGHT -   419.804 (meters)     1377.31  (feet) ADJUSTED
 GF0513  ______________________________________________________________________
 GF0513  GEOID HEIGHT    -        -28.007 (meters)                     GEOID18
 GF0513  DYNAMIC HEIGHT  -        419.421 (meters)     1376.05  (feet) COMP
 GF0513  MODELED GRAVITY -    979,707.8   (mgal)                       NAVD 88
 GF0513
 GF0513  VERT ORDER      -  SECOND    CLASS 0
 GF0513
 GF0513.The horizontal coordinates were scaled from a map and have
 GF0513.an estimated accuracy of +/- 6 seconds.
 GF0513
 GF0513.The orthometric height was determined by differential leveling and
 GF0513.adjusted by the NATIONAL GEODETIC SURVEY
 GF0513.in June 1991.
 GF0513
 GF0513.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0513.GEOID18 height accuracy estimate available here.
 GF0513
 GF0513.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV504990(NAD 83)
 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
 GF0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0513.See file dsdata.pdf to determine how the superseded data were derived.
 GF0513
 GF0513_MARKER: DB = BENCH MARK DISK
 GF0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0513_STAMPING: P 145 1935
 GF0513_MARK LOGO: CGS
 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             CGS
 GF0513  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 GF0513  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 GF0513
 GF0513                          STATION DESCRIPTION
 GF0513
 GF0513'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG0083 ***********************************************************************
 FG0083  DESIGNATION -  P 146
 FG0083  PID         -  FG0083
 FG0083  STATE/COUNTY-  AR/VAN BUREN
 FG0083  COUNTRY     -  US
 FG0083  USGS QUAD   -  OLD LEXINGTON (2017)
 FG0083
 FG0083                         *CURRENT SURVEY CONTROL
 FG0083  ______________________________________________________________________
 FG0083* NAD 83(1986) POSITION- 35 38 23.     (N) 092 27 42.     (W)   SCALED
 FG0083* NAVD 88 ORTHO HEIGHT -   349.559 (meters)     1146.84  (feet) ADJUSTED
 FG0083  ______________________________________________________________________
 FG0083  GEOID HEIGHT    -        -27.876 (meters)                     GEOID18
 FG0083  DYNAMIC HEIGHT  -        349.234 (meters)     1145.78  (feet) COMP
 FG0083  MODELED GRAVITY -    979,692.1   (mgal)                       NAVD 88
 FG0083
 FG0083  VERT ORDER      -  SECOND    CLASS 0
 FG0083
 FG0083.The horizontal coordinates were scaled from a map and have
 FG0083.an estimated accuracy of +/- 6 seconds.
 FG0083
 FG0083.The orthometric height was determined by differential leveling and
 FG0083.adjusted by the NATIONAL GEODETIC SURVEY
 FG0083.in June 1991.
 FG0083
 FG0083.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0083.GEOID18 height accuracy estimate available here.
 FG0083
 FG0083.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV487441(NAD 83)
 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
 FG0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0083.See file dsdata.pdf to determine how the superseded data were derived.
 FG0083
 FG0083_MARKER: DB = BENCH MARK DISK
 FG0083_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FG0083_SP_SET: CULVERT HEADWALL
 FG0083_STAMPING: P 146 1935
 FG0083_MARK LOGO: CGS
 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  HISTORY     - 20150824 MARK NOT FOUND   ARHD
 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.
 FG0083
 FG0083                          STATION RECOVERY (2015)
 FG0083
 FG0083'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 FG0083'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0523 ***********************************************************************
 FG0523  DESIGNATION -  P 147
 FG0523  PID         -  FG0523
 FG0523  STATE/COUNTY-  AR/VAN BUREN
 FG0523  COUNTRY     -  US
 FG0523  USGS QUAD   -  TILLY (2017)
 FG0523
 FG0523                         *CURRENT SURVEY CONTROL
 FG0523  ______________________________________________________________________
 FG0523* NAD 83(1986) POSITION- 35 41 46.80   (N) 092 47 46.35   (W)   HD_HELD1
 FG0523* NAVD 88 ORTHO HEIGHT -   569.052 (meters)     1866.96  (feet) ADJUSTED
 FG0523  ______________________________________________________________________
 FG0523  GEOID HEIGHT    -        -27.976 (meters)                     GEOID18
 FG0523  DYNAMIC HEIGHT  -        568.498 (meters)     1865.15  (feet) COMP
 FG0523  MODELED GRAVITY -    979,641.0   (mgal)                       NAVD 88
 FG0523
 FG0523  VERT ORDER      -  SECOND    CLASS 0
 FG0523
 FG0523.The horizontal coordinates were determined by differentially corrected
 FG0523.hand held GPS observations or other comparable positioning techniques
 FG0523.and have an estimated accuracy of +/- 3 meters.
 FG0523
 FG0523.The orthometric height was determined by differential leveling and
 FG0523.adjusted by the NATIONAL GEODETIC SURVEY
 FG0523.in June 1991.
 FG0523
 FG0523.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0523.GEOID18 height accuracy estimate available here.
 FG0523
 FG0523.Click photographs - Photos may exist for this station.
 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     -   151,505.0     327,942.0     MT  (+/- 3 meters HH1 GPS) 
 FG0523
 FG0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV1843750287(NAD 83)
 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
 FG0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0523.See file dsdata.pdf to determine how the superseded data were derived.
 FG0523
 FG0523_MARKER: DB = BENCH MARK DISK
 FG0523_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0523_STAMPING: P 147 1935
 FG0523_MARK LOGO: CGS
 FG0523_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0523
 FG0523  HISTORY     - Date     Condition        Report By
 FG0523  HISTORY     - 1935     MONUMENTED       CGS
 FG0523  HISTORY     - 20151214 MARK NOT FOUND   ARHD
 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.
 FG0523
 FG0523                          STATION RECOVERY (2015)
 FG0523
 FG0523'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 FG0523'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0599 ***********************************************************************
 FG0599  DESIGNATION -  P 149
 FG0599  PID         -  FG0599
 FG0599  STATE/COUNTY-  AR/SEARCY
 FG0599  COUNTRY     -  US
 FG0599  USGS QUAD   -  WITTS SPRINGS (2017)
 FG0599
 FG0599                         *CURRENT SURVEY CONTROL
 FG0599  ______________________________________________________________________
 FG0599* NAD 83(1986) POSITION- 35 51 26.24   (N) 092 47 47.21   (W)   HD_HELD1
 FG0599* NAVD 88 ORTHO HEIGHT -   410.335 (meters)     1346.24  (feet) ADJUSTED
 FG0599  ______________________________________________________________________
 FG0599  GEOID HEIGHT    -        -28.084 (meters)                     GEOID18
 FG0599  DYNAMIC HEIGHT  -        409.962 (meters)     1345.02  (feet) COMP
 FG0599  MODELED GRAVITY -    979,710.1   (mgal)                       NAVD 88
 FG0599
 FG0599  VERT ORDER      -  SECOND    CLASS 0
 FG0599
 FG0599.The horizontal coordinates were determined by differentially corrected
 FG0599.hand held GPS observations or other comparable positioning techniques
 FG0599.and have an estimated accuracy of +/- 3 meters.
 FG0599
 FG0599.The orthometric height was determined by differential leveling and
 FG0599.adjusted by the NATIONAL GEODETIC SURVEY
 FG0599.in June 1991.
 FG0599
 FG0599.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0599.GEOID18 height accuracy estimate available here.
 FG0599
 FG0599.Click photographs - Photos may exist for this station.
 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     -   169,362.4     328,064.8     MT  (+/- 3 meters HH1 GPS) 
 FG0599
 FG0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV1837868139(NAD 83)
 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
 FG0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0599.See file dsdata.pdf to determine how the superseded data were derived.
 FG0599
 FG0599_MARKER: DB = BENCH MARK DISK
 FG0599_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0599_STAMPING: P 149 1935
 FG0599_MARK LOGO: CGS
 FG0599_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0509 ***********************************************************************
 FF0509  DESIGNATION -  P 15
 FF0509  PID         -  FF0509
 FF0509  STATE/COUNTY-  AR/ST FRANCIS
 FF0509  COUNTRY     -  US
 FF0509  USGS QUAD   -  FORREST CITY (2017)
 FF0509
 FF0509                         *CURRENT SURVEY CONTROL
 FF0509  ______________________________________________________________________
 FF0509* NAD 83(1986) POSITION- 35 02 15.     (N) 090 48 16.     (W)   SCALED
 FF0509* NAVD 88 ORTHO HEIGHT -    74.765 (meters)      245.29  (feet) ADJUSTED
 FF0509  ______________________________________________________________________
 FF0509  GEOID HEIGHT    -        -26.938 (meters)                     GEOID18
 FF0509  DYNAMIC HEIGHT  -         74.697 (meters)      245.07  (feet) COMP
 FF0509  MODELED GRAVITY -    979,725.1   (mgal)                       NAVD 88
 FF0509
 FF0509  VERT ORDER      -  FIRST     CLASS II
 FF0509
 FF0509.The horizontal coordinates were scaled from a map and have
 FF0509.an estimated accuracy of +/- 6 seconds.
 FF0509
 FF0509.The orthometric height was determined by differential leveling and
 FF0509.adjusted by the NATIONAL GEODETIC SURVEY
 FF0509.in June 1991.
 FF0509
 FF0509.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0509.GEOID18 height accuracy estimate available here.
 FF0509
 FF0509.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU002794(NAD 83)
 FF0509
 FF0509                          SUPERSEDED SURVEY CONTROL
 FF0509
 FF0509  NGVD 29 (11/26/84)   74.745  (m)          245.23   (f) ADJUSTED    1 2
 FF0509
 FF0509.Superseded values are not recommended for survey control.
 FF0509
 FF0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0509.See file dsdata.pdf to determine how the superseded data were derived.
 FF0509
 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_MARK LOGO: CGS
 FF0509_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FF0509_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0509+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2011
 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  HISTORY     - 20110908 GOOD             BAKER
 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.
 FF0509
 FF0509                          STATION RECOVERY (2011)
 FF0509
 FF0509'RECOVERY NOTE BY M BAKER JR INCORPORATED 2011 (TM)
 FF0509'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0621 ***********************************************************************
 FG0621  DESIGNATION -  P 150
 FG0621  PID         -  FG0621
 FG0621  STATE/COUNTY-  AR/SEARCY
 FG0621  COUNTRY     -  US
 FG0621  USGS QUAD   -  CANAAN (2017)
 FG0621
 FG0621                         *CURRENT SURVEY CONTROL
 FG0621  ______________________________________________________________________
 FG0621* NAD 83(1986) POSITION- 35 51 42.     (N) 092 39 15.     (W)   SCALED
 FG0621* NAVD 88 ORTHO HEIGHT -   439.751 (meters)     1442.75  (feet) ADJUSTED
 FG0621  ______________________________________________________________________
 FG0621  GEOID HEIGHT    -        -28.012 (meters)                     GEOID18
 FG0621  DYNAMIC HEIGHT  -        439.342 (meters)     1441.41  (feet) COMP
 FG0621  MODELED GRAVITY -    979,688.8   (mgal)                       NAVD 88
 FG0621
 FG0621  VERT ORDER      -  SECOND    CLASS 0
 FG0621
 FG0621.The horizontal coordinates were scaled from a map and have
 FG0621.an estimated accuracy of +/- 6 seconds.
 FG0621
 FG0621.The orthometric height was determined by differential leveling and
 FG0621.adjusted by the NATIONAL GEODETIC SURVEY
 FG0621.in June 1991.
 FG0621
 FG0621.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0621.GEOID18 height accuracy estimate available here.
 FG0621
 FG0621.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV312686(NAD 83)
 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
 FG0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0621.See file dsdata.pdf to determine how the superseded data were derived.
 FG0621
 FG0621_MARKER: DB = BENCH MARK DISK
 FG0621_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0621_STAMPING: P 150 1935
 FG0621_MARK LOGO: CGS
 FG0621_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 DL0428 ***********************************************************************
 DL0428  DESIGNATION -  P 151
 DL0428  PID         -  DL0428
 DL0428  STATE/COUNTY-  AR/CLARK
 DL0428  COUNTRY     -  US
 DL0428  USGS QUAD   -  GURDON (2017)
 DL0428
 DL0428                         *CURRENT SURVEY CONTROL
 DL0428  ______________________________________________________________________
 DL0428* NAD 83(1986) POSITION- 33 58 47.     (N) 093 10 57.     (W)   SCALED
 DL0428* NAVD 88 ORTHO HEIGHT -    67.626 (meters)      221.87  (feet) ADJUSTED
 DL0428  ______________________________________________________________________
 DL0428  GEOID HEIGHT    -        -26.807 (meters)                     GEOID18
 DL0428  DYNAMIC HEIGHT  -         67.558 (meters)      221.65  (feet) COMP
 DL0428  MODELED GRAVITY -    979,626.6   (mgal)                       NAVD 88
 DL0428
 DL0428  VERT ORDER      -  SECOND    CLASS 0
 DL0428
 DL0428.The horizontal coordinates were scaled from a map and have
 DL0428.an estimated accuracy of +/- 6 seconds.
 DL0428
 DL0428.The orthometric height was determined by differential leveling and
 DL0428.adjusted by the NATIONAL GEODETIC SURVEY
 DL0428.in June 1991.
 DL0428
 DL0428.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0428.GEOID18 height accuracy estimate available here.
 DL0428
 DL0428.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT831599(NAD 83)
 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
 DL0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0428.See file dsdata.pdf to determine how the superseded data were derived.
 DL0428
 DL0428_MARKER: DB = BENCH MARK DISK
 DL0428_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DL0428_STAMPING: P 151 1935
 DL0428_MARK LOGO: CGS
 DL0428_PROJECTION: PROJECTING 8 CENTIMETERS
 DL0428_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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             CGS
 DL0428  HISTORY     - 1964     GOOD             CGS
 DL0428  HISTORY     - 20050201 GOOD             ARHD
 DL0428
 DL0428                          STATION DESCRIPTION
 DL0428
 DL0428'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1964
 DL0428'RECOVERED IN GOOD CONDITION.
 DL0428
 DL0428                          STATION RECOVERY (2005)
 DL0428
 DL0428'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2005 (MSK)
 DL0428'RECOVERED AS DESCRIBED, GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0678 ***********************************************************************
 EJ0678  DESIGNATION -  P 152
 EJ0678  PID         -  EJ0678
 EJ0678  STATE/COUNTY-  AR/HOT SPRING
 EJ0678  COUNTRY     -  US
 EJ0678  USGS QUAD   -  DONALDSON (2017)
 EJ0678
 EJ0678                         *CURRENT SURVEY CONTROL
 EJ0678  ______________________________________________________________________
 EJ0678* NAD 83(1986) POSITION- 34 10 12.     (N) 092 58 46.     (W)   SCALED
 EJ0678* NAVD 88 ORTHO HEIGHT -    61.159 (meters)      200.65  (feet) ADJUSTED
 EJ0678  ______________________________________________________________________
 EJ0678  GEOID HEIGHT    -        -26.716 (meters)                     GEOID18
 EJ0678  DYNAMIC HEIGHT  -         61.099 (meters)      200.46  (feet) COMP
 EJ0678  MODELED GRAVITY -    979,647.8   (mgal)                       NAVD 88
 EJ0678
 EJ0678  VERT ORDER      -  FIRST     CLASS II
 EJ0678
 EJ0678.The horizontal coordinates were scaled from a map and have
 EJ0678.an estimated accuracy of +/- 6 seconds.
 EJ0678
 EJ0678.The orthometric height was determined by differential leveling and
 EJ0678.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0678.in June 1991.
 EJ0678
 EJ0678.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0678.GEOID18 height accuracy estimate available here.
 EJ0678
 EJ0678.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT018810(NAD 83)
 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
 EJ0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0678.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0678
 EJ0678_MARKER: DB = BENCH MARK DISK
 EJ0678_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0678_STAMPING: P 152 1935
 EJ0678_MARK LOGO: CGS
 EJ0678_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0678
 EJ0678  HISTORY     - Date     Condition        Report By
 EJ0678  HISTORY     - 1935     MONUMENTED       CGS
 EJ0678  HISTORY     - 1964     GOOD             USGS
 EJ0678  HISTORY     - 20160623 MARK NOT FOUND   ARHD
 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.
 EJ0678
 EJ0678                          STATION RECOVERY (2016)
 EJ0678
 EJ0678'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 EJ0678'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0809 ***********************************************************************
 FG0809  DESIGNATION -  P 156
 FG0809  PID         -  FG0809
 FG0809  STATE/COUNTY-  AR/NEWTON
 FG0809  COUNTRY     -  US
 FG0809  USGS QUAD   -  BOXLEY (2017)
 FG0809
 FG0809                         *CURRENT SURVEY CONTROL
 FG0809  ______________________________________________________________________
 FG0809* NAD 83(1986) POSITION- 35 57 10.     (N) 093 24 03.     (W)   SCALED
 FG0809* NAVD 88 ORTHO HEIGHT -   342.513 (meters)     1123.73  (feet) ADJUSTED
 FG0809  ______________________________________________________________________
 FG0809  GEOID HEIGHT    -        -27.975 (meters)                     GEOID18
 FG0809  DYNAMIC HEIGHT  -        342.190 (meters)     1122.67  (feet) COMP
 FG0809  MODELED GRAVITY -    979,679.0   (mgal)                       NAVD 88
 FG0809
 FG0809  VERT ORDER      -  SECOND    CLASS 0
 FG0809
 FG0809.The horizontal coordinates were scaled from a map and have
 FG0809.an estimated accuracy of +/- 6 seconds.
 FG0809
 FG0809.The orthometric height was determined by differential leveling and
 FG0809.adjusted by the NATIONAL GEODETIC SURVEY
 FG0809.in June 1991.
 FG0809
 FG0809.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0809.GEOID18 height accuracy estimate available here.
 FG0809
 FG0809.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV638787(NAD 83)
 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
 FG0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0809.See file dsdata.pdf to determine how the superseded data were derived.
 FG0809
 FG0809_MARKER: DB = BENCH MARK DISK
 FG0809_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0809_STAMPING: P 156 1935
 FG0809_MARK LOGO: CGS
 FG0809_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0554 ***********************************************************************
 GF0554  DESIGNATION -  P 157
 GF0554  PID         -  GF0554
 GF0554  STATE/COUNTY-  AR/MADISON
 GF0554  COUNTRY     -  US
 GF0554  USGS QUAD   -  ROCKHOUSE (2017)
 GF0554
 GF0554                         *CURRENT SURVEY CONTROL
 GF0554  ______________________________________________________________________
 GF0554* NAD 83(1986) POSITION- 36 16 55.     (N) 093 40 23.     (W)   SCALED
 GF0554* NAVD 88 ORTHO HEIGHT -   351.562 (meters)     1153.42  (feet) ADJUSTED
 GF0554  ______________________________________________________________________
 GF0554  GEOID HEIGHT    -        -28.161 (meters)                     GEOID18
 GF0554  DYNAMIC HEIGHT  -        351.248 (meters)     1152.39  (feet) COMP
 GF0554  MODELED GRAVITY -    979,729.9   (mgal)                       NAVD 88
 GF0554
 GF0554  VERT ORDER      -  SECOND    CLASS 0
 GF0554
 GF0554.The horizontal coordinates were scaled from a map and have
 GF0554.an estimated accuracy of +/- 6 seconds.
 GF0554
 GF0554.The orthometric height was determined by differential leveling and
 GF0554.adjusted by the NATIONAL GEODETIC SURVEY
 GF0554.in June 1991.
 GF0554
 GF0554.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0554.GEOID18 height accuracy estimate available here.
 GF0554
 GF0554.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA395154(NAD 83)
 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
 GF0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0554.See file dsdata.pdf to determine how the superseded data were derived.
 GF0554
 GF0554_MARKER: DB = BENCH MARK DISK
 GF0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0554_STAMPING: P 157 1935
 GF0554_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0613 ***********************************************************************
 GF0613  DESIGNATION -  P 158 RESET
 GF0613  PID         -  GF0613
 GF0613  STATE/COUNTY-  AR/CARROLL
 GF0613  COUNTRY     -  US
 GF0613  USGS QUAD   -  GREEN FOREST (2017)
 GF0613
 GF0613                         *CURRENT SURVEY CONTROL
 GF0613  ______________________________________________________________________
 GF0613* NAD 83(1986) POSITION- 36 17 00.     (N) 093 27 31.     (W)   SCALED
 GF0613* NAVD 88 ORTHO HEIGHT -   409.32  (meters)     1342.9   (feet) RESET
 GF0613  ______________________________________________________________________
 GF0613  GEOID HEIGHT    -        -28.172 (meters)                     GEOID18
 GF0613  VERT ORDER      -  THIRD
 GF0613
 GF0613.The horizontal coordinates were scaled from a map and have
 GF0613.an estimated accuracy of +/- 6 seconds.
 GF0613
 GF0613.The orthometric height was computed from unverified reset data.
 GF0613
 GF0613.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0613.GEOID18 height accuracy estimate available here.
 GF0613
 GF0613.Click photographs - Photos may exist for this station.
 GF0613
 GF0613;                    North         East    Units  Estimated Accuracy
 GF0613;SPC AR N     -   217,320.      268,960.      MT  (+/- 180 meters Scaled)
 GF0613
 GF0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA588154(NAD 83)
 GF0613
 GF0613                          SUPERSEDED SURVEY CONTROL
 GF0613
 GF0613.No superseded survey control is available for this station.
 GF0613
 GF0613_MARKER: DB = BENCH MARK DISK
 GF0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0613_STAMPING: P 158 RESET 1962
 GF0613_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0391 ***********************************************************************
 GF0391  DESIGNATION -  P 159 RESET
 GF0391  PID         -  GF0391
 GF0391  STATE/COUNTY-  AR/BOONE
 GF0391  COUNTRY     -  US
 GF0391  USGS QUAD   -  OSAGE NE (2017)
 GF0391
 GF0391                         *CURRENT SURVEY CONTROL
 GF0391  ______________________________________________________________________
 GF0391* NAD 83(1986) POSITION- 36 08 34.3    (N) 093 15 19.0    (W)   HD_HELD2
 GF0391* NAVD 88 ORTHO HEIGHT -   660.30  (meters)     2166.3   (feet) RESET
 GF0391  ______________________________________________________________________
 GF0391  GEOID HEIGHT    -        -28.027 (meters)                     GEOID18
 GF0391  VERT ORDER      -  THIRD
 GF0391
 GF0391.The horizontal coordinates were established by autonomous hand held GPS
 GF0391.observations and have an estimated accuracy of +/- 10 meters.
 GF0391
 GF0391.The orthometric height was computed from unverified reset data.
 GF0391
 GF0391.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0391.GEOID18 height accuracy estimate available here.
 GF0391
 GF0391.Click photographs - Photos may exist for this station.
 GF0391
 GF0391;                    North         East    Units  Estimated Accuracy
 GF0391;SPC AR N     -   201,477.      287,029.      MT  (+/- 10 meters HH2 GPS)
 GF0391
 GF0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV7703399824(NAD 83)
 GF0391
 GF0391                          SUPERSEDED SURVEY CONTROL
 GF0391
 GF0391.No superseded survey control is available for this station.
 GF0391
 GF0391_MARKER: DB = BENCH MARK DISK
 GF0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0391_STAMPING: P 159 RESET 1959
 GF0391_MARK LOGO: CGS
 GF0391_PROJECTION: PROJECTING 5 CENTIMETERS
 GF0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0391+STABILITY: SURFACE MOTION
 GF0391_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GF0391+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2016
 GF0391
 GF0391  HISTORY     - Date     Condition        Report By
 GF0391  HISTORY     - 1959     MONUMENTED       CGS
 GF0391  HISTORY     - 20160518 GOOD             ARHD
 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.
 GF0391
 GF0391                          STATION RECOVERY (2016)
 GF0391
 GF0391'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (RTH)
 GF0391'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0920 ***********************************************************************
 FF0920  DESIGNATION -  P 16
 FF0920  PID         -  FF0920
 FF0920  STATE/COUNTY-  AR/JACKSON
 FF0920  COUNTRY     -  US
 FF0920  USGS QUAD   -  AUVERGNE (2017)
 FF0920
 FF0920                         *CURRENT SURVEY CONTROL
 FF0920  ______________________________________________________________________
 FF0920* NAD 83(1986) POSITION- 35 36 27.     (N) 091 10 48.     (W)   SCALED
 FF0920* NAVD 88 ORTHO HEIGHT -    71.981 (meters)      236.16  (feet) ADJUSTED
 FF0920  ______________________________________________________________________
 FF0920  GEOID HEIGHT    -        -27.550 (meters)                     GEOID18
 FF0920  DYNAMIC HEIGHT  -         71.918 (meters)      235.95  (feet) COMP
 FF0920  MODELED GRAVITY -    979,769.4   (mgal)                       NAVD 88
 FF0920
 FF0920  VERT ORDER      -  SECOND    CLASS 0
 FF0920
 FF0920.The horizontal coordinates were scaled from a map and have
 FF0920.an estimated accuracy of +/- 6 seconds.
 FF0920
 FF0920.The orthometric height was determined by differential leveling and
 FF0920.adjusted by the NATIONAL GEODETIC SURVEY
 FF0920.in June 1991.
 FF0920
 FF0920.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0920.GEOID18 height accuracy estimate available here.
 FF0920
 FF0920.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV648419(NAD 83)
 FF0920
 FF0920                          SUPERSEDED SURVEY CONTROL
 FF0920
 FF0920  NGVD 29 (11/26/84)   71.918  (m)          235.95   (f) ADJUSTED    2 0
 FF0920
 FF0920.Superseded values are not recommended for survey control.
 FF0920
 FF0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0920.See file dsdata.pdf to determine how the superseded data were derived.
 FF0920
 FF0920_MARKER: DB = BENCH MARK DISK
 FF0920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0920_STAMPING: 235.951 P 16 1932
 FF0920_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0064 ***********************************************************************
 GF0064  DESIGNATION -  P 16
 GF0064  PID         -  GF0064
 GF0064  STATE/COUNTY-  AR/IZARD
 GF0064  COUNTRY     -  US
 GF0064  USGS QUAD   -  CALICO ROCK (2017)
 GF0064
 GF0064                         *CURRENT SURVEY CONTROL
 GF0064  ______________________________________________________________________
 GF0064* NAD 83(1986) POSITION- 36 06 21.     (N) 092 10 18.     (W)   SCALED
 GF0064* NAVD 88 ORTHO HEIGHT -   113.271 (meters)      371.62  (feet) ADJUSTED
 GF0064  ______________________________________________________________________
 GF0064  GEOID HEIGHT    -        -28.090 (meters)                     GEOID18
 GF0064  DYNAMIC HEIGHT  -        113.175 (meters)      371.31  (feet) COMP
 GF0064  MODELED GRAVITY -    979,781.2   (mgal)                       NAVD 88
 GF0064
 GF0064  VERT ORDER      -  SECOND    CLASS 0
 GF0064
 GF0064.The horizontal coordinates were scaled from a map and have
 GF0064.an estimated accuracy of +/- 6 seconds.
 GF0064
 GF0064.The orthometric height was determined by differential leveling and
 GF0064.adjusted by the NATIONAL GEODETIC SURVEY
 GF0064.in June 1991.
 GF0064
 GF0064.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0064.GEOID18 height accuracy estimate available here.
 GF0064
 GF0064.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV745960(NAD 83)
 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
 GF0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0064.See file dsdata.pdf to determine how the superseded data were derived.
 GF0064
 GF0064_MARKER: DB = BENCH MARK DISK
 GF0064_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GF0064_STAMPING: P 16 1934
 GF0064_MARK LOGO: CGS
 GF0064_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0064
 GF0064  HISTORY     - Date     Condition        Report By
 GF0064  HISTORY     - 1934     MONUMENTED       CGS
 GF0064  HISTORY     - 20070417 POOR             ARHD
 GF0064  HISTORY     - 20100902 POOR             ARHD
 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.
 GF0064
 GF0064                          STATION RECOVERY (2007)
 GF0064
 GF0064'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2007 (TS)
 GF0064'CAP SHEARED OFF. SHANK AND POST REMAIN.
 GF0064
 GF0064                          STATION RECOVERY (2010)
 GF0064
 GF0064'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2010 (VJB)
 GF0064'CAP KNOCKED OFF, SHANK STILL IN PLACE
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1295 ***********************************************************************
 EJ1295  DESIGNATION -  P 162 RESET
 EJ1295  PID         -  EJ1295
 EJ1295  STATE/COUNTY-  AR/GARLAND
 EJ1295  COUNTRY     -  US
 EJ1295  USGS QUAD   -  HEMPWALLACE (2017)
 EJ1295
 EJ1295                         *CURRENT SURVEY CONTROL
 EJ1295  ______________________________________________________________________
 EJ1295* NAD 83(1986) POSITION- 34 28 15.     (N) 093 14 50.     (W)   SCALED
 EJ1295* NAVD 88 ORTHO HEIGHT -   138.11  (meters)      453.1   (feet) RESET
 EJ1295  ______________________________________________________________________
 EJ1295  GEOID HEIGHT    -        -27.610 (meters)                     GEOID18
 EJ1295  VERT ORDER      -  THIRD
 EJ1295
 EJ1295.The horizontal coordinates were scaled from a map and have
 EJ1295.an estimated accuracy of +/- 6 seconds.
 EJ1295
 EJ1295.The orthometric height was computed from unverified reset data.
 EJ1295
 EJ1295.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1295.GEOID18 height accuracy estimate available here.
 EJ1295
 EJ1295.Click photographs - Photos may exist for this station.
 EJ1295
 EJ1295;                    North         East    Units  Estimated Accuracy
 EJ1295;SPC AR S     -   600,810.      285,420.      MT  (+/- 180 meters Scaled)
 EJ1295
 EJ1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU772143(NAD 83)
 EJ1295
 EJ1295                          SUPERSEDED SURVEY CONTROL
 EJ1295
 EJ1295.No superseded survey control is available for this station.
 EJ1295
 EJ1295_MARKER: DB = BENCH MARK DISK
 EJ1295_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EJ1295_SP_SET: CULVERT HEADWALL
 EJ1295_STAMPING: P 162 1935 RESET 1967
 EJ1295_MARK LOGO: CGS
 EJ1295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1295+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1494 ***********************************************************************
 EJ1494  DESIGNATION -  P 163
 EJ1494  PID         -  EJ1494
 EJ1494  STATE/COUNTY-  AR/MONTGOMERY
 EJ1494  COUNTRY     -  US
 EJ1494  USGS QUAD   -  REED MOUNTAIN (2017)
 EJ1494
 EJ1494                         *CURRENT SURVEY CONTROL
 EJ1494  ______________________________________________________________________
 EJ1494* NAD 83(1986) POSITION- 34 32 04.     (N) 093 34 14.     (W)   SCALED
 EJ1494* NAVD 88 ORTHO HEIGHT -   210.538 (meters)      690.74  (feet) ADJUSTED
 EJ1494  ______________________________________________________________________
 EJ1494  GEOID HEIGHT    -        -28.334 (meters)                     GEOID18
 EJ1494  DYNAMIC HEIGHT  -        210.325 (meters)      690.04  (feet) COMP
 EJ1494  MODELED GRAVITY -    979,621.2   (mgal)                       NAVD 88
 EJ1494
 EJ1494  VERT ORDER      -  SECOND    CLASS 0
 EJ1494
 EJ1494.The horizontal coordinates were scaled from a map and have
 EJ1494.an estimated accuracy of +/- 6 seconds.
 EJ1494
 EJ1494.The orthometric height was determined by differential leveling and
 EJ1494.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1494.in June 1991.
 EJ1494
 EJ1494.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1494.GEOID18 height accuracy estimate available here.
 EJ1494
 EJ1494.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU476215(NAD 83)
 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
 EJ1494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1494.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1494
 EJ1494_MARKER: DB = BENCH MARK DISK
 EJ1494_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ1494_STAMPING: P 163 1935
 EJ1494_MARK LOGO: CGS
 EJ1494_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1494
 EJ1494  HISTORY     - Date     Condition        Report By
 EJ1494  HISTORY     - 1935     MONUMENTED       CGS
 EJ1494  HISTORY     - 1961     GOOD             CGS
 EJ1494
 EJ1494                          STATION DESCRIPTION
 EJ1494
 EJ1494'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FF1373 ***********************************************************************
 FF1373  DESIGNATION -  P 164
 FF1373  PID         -  FF1373
 FF1373  STATE/COUNTY-  AR/WHITE
 FF1373  COUNTRY     -  US
 FF1373  USGS QUAD   -  KENSETT (2017)
 FF1373
 FF1373                         *CURRENT SURVEY CONTROL
 FF1373  ______________________________________________________________________
 FF1373* NAD 83(1986) POSITION- 35 11 27.     (N) 091 42 24.     (W)   SCALED
 FF1373* NAVD 88 ORTHO HEIGHT -    66.352 (meters)      217.69  (feet) ADJUSTED
 FF1373  ______________________________________________________________________
 FF1373  GEOID HEIGHT    -        -27.352 (meters)                     GEOID18
 FF1373  DYNAMIC HEIGHT  -         66.292 (meters)      217.49  (feet) COMP
 FF1373  MODELED GRAVITY -    979,730.1   (mgal)                       NAVD 88
 FF1373
 FF1373  VERT ORDER      -  FIRST     CLASS II
 FF1373
 FF1373.The horizontal coordinates were scaled from a map and have
 FF1373.an estimated accuracy of +/- 6 seconds.
 FF1373
 FF1373.The orthometric height was determined by differential leveling and
 FF1373.adjusted by the NATIONAL GEODETIC SURVEY
 FF1373.in June 1991.
 FF1373
 FF1373.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1373.GEOID18 height accuracy estimate available here.
 FF1373
 FF1373.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU177949(NAD 83)
 FF1373
 FF1373                          SUPERSEDED SURVEY CONTROL
 FF1373
 FF1373  NGVD 29 (11/26/84)   66.317  (m)          217.58   (f) ADJUSTED    1 2
 FF1373
 FF1373.Superseded values are not recommended for survey control.
 FF1373
 FF1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1373.See file dsdata.pdf to determine how the superseded data were derived.
 FF1373
 FF1373_MARKER: DB = BENCH MARK DISK
 FF1373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1373_STAMPING: P 164 1955
 FF1373_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1622 ***********************************************************************
 FF1622  DESIGNATION -  P 165
 FF1622  PID         -  FF1622
 FF1622  STATE/COUNTY-  AR/INDEPENDENCE
 FF1622  COUNTRY     -  US
 FF1622  USGS QUAD   -  SULPHUR ROCK (2017)
 FF1622
 FF1622                         *CURRENT SURVEY CONTROL
 FF1622  ______________________________________________________________________
 FF1622* NAD 83(1986) POSITION- 35 51 19.1    (N) 091 34 06.2    (W)   HD_HELD2
 FF1622* NAVD 88 ORTHO HEIGHT -   158.071 (meters)      518.60  (feet) ADJUSTED
 FF1622  ______________________________________________________________________
 FF1622  GEOID HEIGHT    -        -27.722 (meters)                     GEOID18
 FF1622  DYNAMIC HEIGHT  -        157.934 (meters)      518.16  (feet) COMP
 FF1622  MODELED GRAVITY -    979,761.5   (mgal)                       NAVD 88
 FF1622
 FF1622  VERT ORDER      -  SECOND    CLASS 0
 FF1622
 FF1622.The horizontal coordinates were established by autonomous hand held GPS
 FF1622.observations and have an estimated accuracy of +/- 10 meters.
 FF1622
 FF1622.The orthometric height was determined by differential leveling and
 FF1622.adjusted by the NATIONAL GEODETIC SURVEY
 FF1622.in June 1991.
 FF1622
 FF1622.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1622.GEOID18 height accuracy estimate available here.
 FF1622
 FF1622.Click photographs - Photos may exist for this station.
 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     -   168,937.      438,984.      MT  (+/- 10 meters HH2 GPS)
 FF1622
 FF1622_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV2926768845(NAD 83)
 FF1622
 FF1622                          SUPERSEDED SURVEY CONTROL
 FF1622
 FF1622  NGVD 29 (11/26/84)  157.998  (m)          518.37   (f) ADJUSTED    2 0
 FF1622
 FF1622.Superseded values are not recommended for survey control.
 FF1622
 FF1622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1622.See file dsdata.pdf to determine how the superseded data were derived.
 FF1622
 FF1622_MARKER: DB = BENCH MARK DISK
 FF1622_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FF1622_SP_SET: CULVERT HEADWALL
 FF1622_STAMPING: P 165 1955
 FF1622_MARK LOGO: CGS
 FF1622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1622+STABILITY: SURFACE MOTION
 FF1622_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF1622+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2010
 FF1622
 FF1622  HISTORY     - Date     Condition        Report By
 FF1622  HISTORY     - 1955     MONUMENTED       CGS
 FF1622  HISTORY     - 20100809 GOOD             ARHD
 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.
 FF1622
 FF1622                          STATION RECOVERY (2010)
 FF1622
 FF1622'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2010 (NVL)
 FF1622'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GE0622 ***********************************************************************
 GE0622  DESIGNATION -  P 166
 GE0622  PID         -  GE0622
 GE0622  STATE/COUNTY-  AR/SHARP
 GE0622  COUNTRY     -  US
 GE0622  USGS QUAD   -  ASH FLAT (2017)
 GE0622
 GE0622                         *CURRENT SURVEY CONTROL
 GE0622  ______________________________________________________________________
 GE0622* NAD 83(1986) POSITION- 36 12 43.05   (N) 091 36 28.01   (W)   HD_HELD1
 GE0622* NAVD 88 ORTHO HEIGHT -   173.599 (meters)      569.55  (feet) ADJUSTED
 GE0622  ______________________________________________________________________
 GE0622  GEOID HEIGHT    -        -28.170 (meters)                     GEOID18
 GE0622  DYNAMIC HEIGHT  -        173.453 (meters)      569.07  (feet) COMP
 GE0622  MODELED GRAVITY -    979,789.8   (mgal)                       NAVD 88
 GE0622
 GE0622  VERT ORDER      -  SECOND    CLASS I
 GE0622
 GE0622.The horizontal coordinates were determined by differentially corrected
 GE0622.hand held GPS observations or other comparable positioning techniques
 GE0622.and have an estimated accuracy of +/- 3 meters.
 GE0622
 GE0622.The orthometric height was determined by differential leveling and
 GE0622.adjusted by the NATIONAL GEODETIC SURVEY
 GE0622.in June 1991.
 GE0622
 GE0622.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0622.GEOID18 height accuracy estimate available here.
 GE0622
 GE0622.Click photographs - Photos may exist for this station.
 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     -   208,494.4     435,268.8     MT  (+/- 3 meters HH1 GPS) 
 GE0622
 GE0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA2514408356(NAD 83)
 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
 GE0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0622.See file dsdata.pdf to determine how the superseded data were derived.
 GE0622
 GE0622_MARKER: DB = BENCH MARK DISK
 GE0622_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GE0622_SP_SET: CULVERT HEADWALL
 GE0622_STAMPING: P 166 1955
 GE0622_MARK LOGO: CGS
 GE0622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0622+STABILITY: SURFACE MOTION
 GE0622_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GE0622+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2025
 GE0622
 GE0622  HISTORY     - Date     Condition        Report By
 GE0622  HISTORY     - 1955     MONUMENTED       CGS
 GE0622  HISTORY     - 20210906 GOOD             ARHD
 GE0622  HISTORY     - 20251014 GOOD             ARHD
 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.
 GE0622
 GE0622                          STATION RECOVERY (2021)
 GE0622
 GE0622'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2021 (JDH)
 GE0622'RECOVERED AS DESCRIBED.
 GE0622
 GE0622                          STATION RECOVERY (2025)
 GE0622
 GE0622'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2025 (WAT)
 GE0622'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GE0615 ***********************************************************************
 GE0615  DESIGNATION -  P 167
 GE0615  PID         -  GE0615
 GE0615  STATE/COUNTY-  AR/FULTON
 GE0615  COUNTRY     -  US
 GE0615  USGS QUAD   -  STUART (2017)
 GE0615
 GE0615                         *CURRENT SURVEY CONTROL
 GE0615  ______________________________________________________________________
 GE0615* NAD 83(1986) POSITION- 36 15 20.     (N) 091 34 25.     (W)   SCALED
 GE0615* NAVD 88 ORTHO HEIGHT -   187.818 (meters)      616.20  (feet) ADJUSTED
 GE0615  ______________________________________________________________________
 GE0615  GEOID HEIGHT    -        -28.270 (meters)                     GEOID18
 GE0615  DYNAMIC HEIGHT  -        187.659 (meters)      615.68  (feet) COMP
 GE0615  MODELED GRAVITY -    979,781.0   (mgal)                       NAVD 88
 GE0615
 GE0615  VERT ORDER      -  SECOND    CLASS 0
 GE0615
 GE0615.The horizontal coordinates were scaled from a map and have
 GE0615.an estimated accuracy of +/- 6 seconds.
 GE0615
 GE0615.The orthometric height was determined by differential leveling and
 GE0615.adjusted by the NATIONAL GEODETIC SURVEY
 GE0615.in June 1991.
 GE0615
 GE0615.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0615.GEOID18 height accuracy estimate available here.
 GE0615
 GE0615.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA281132(NAD 83)
 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
 GE0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0615.See file dsdata.pdf to determine how the superseded data were derived.
 GE0615
 GE0615_MARKER: DB = BENCH MARK DISK
 GE0615_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GE0615_SP_SET: BRIDGE
 GE0615_STAMPING: P 167 1955
 GE0615_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1197 ***********************************************************************
 EH1197  DESIGNATION -  P 168
 EH1197  PID         -  EH1197
 EH1197  STATE/COUNTY-  AR/MONROE
 EH1197  COUNTRY     -  US
 EH1197  USGS QUAD   -  ROE (2017)
 EH1197
 EH1197                         *CURRENT SURVEY CONTROL
 EH1197  ______________________________________________________________________
 EH1197* NAD 83(1986) POSITION- 34 39 06.6    (N) 091 23 03.4    (W)   HD_HELD2
 EH1197* NAVD 88 ORTHO HEIGHT -    65.356 (meters)      214.42  (feet) ADJUSTED
 EH1197  ______________________________________________________________________
 EH1197  GEOID HEIGHT    -        -26.795 (meters)                     GEOID18
 EH1197  DYNAMIC HEIGHT  -         65.294 (meters)      214.22  (feet) COMP
 EH1197  MODELED GRAVITY -    979,687.7   (mgal)                       NAVD 88
 EH1197
 EH1197  VERT ORDER      -  FIRST     CLASS II
 EH1197
 EH1197.The horizontal coordinates were established by autonomous hand held GPS
 EH1197.observations and have an estimated accuracy of +/- 10 meters.
 EH1197
 EH1197.The orthometric height was determined by differential leveling and
 EH1197.adjusted by the NATIONAL GEODETIC SURVEY
 EH1197.in June 1991.
 EH1197
 EH1197.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1197.GEOID18 height accuracy estimate available here.
 EH1197
 EH1197.Click photographs - Photos may exist for this station.
 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     -   620,355.      456,444.      MT  (+/- 10 meters HH2 GPS)
 EH1197
 EH1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU4806635621(NAD 83)
 EH1197
 EH1197                          SUPERSEDED SURVEY CONTROL
 EH1197
 EH1197  NGVD 29 (11/26/84)   65.380  (m)          214.50   (f) ADJUSTED    1 2
 EH1197
 EH1197.Superseded values are not recommended for survey control.
 EH1197
 EH1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1197.See file dsdata.pdf to determine how the superseded data were derived.
 EH1197
 EH1197_MARKER: DB = BENCH MARK DISK
 EH1197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1197_STAMPING: P 168 1955
 EH1197_MARK LOGO: CGS
 EH1197_PROJECTION: PROJECTING 8 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH0950 ***********************************************************************
 EH0950  DESIGNATION -  P 169
 EH0950  PID         -  EH0950
 EH0950  STATE/COUNTY-  AR/ST FRANCIS
 EH0950  COUNTRY     -  US
 EH0950  USGS QUAD   -  PALESTINE (2017)
 EH0950
 EH0950                         *CURRENT SURVEY CONTROL
 EH0950  ______________________________________________________________________
 EH0950* NAD 83(1986) POSITION- 34 57 40.56   (N) 090 56 35.17   (W)   HD_HELD1
 EH0950* NAVD 88 ORTHO HEIGHT -    63.654 (meters)      208.84  (feet) ADJUSTED
 EH0950  ______________________________________________________________________
 EH0950  GEOID HEIGHT    -        -26.870 (meters)                     GEOID18
 EH0950  DYNAMIC HEIGHT  -         63.596 (meters)      208.65  (feet) COMP
 EH0950  MODELED GRAVITY -    979,726.4   (mgal)                       NAVD 88
 EH0950
 EH0950  VERT ORDER      -  FIRST     CLASS II
 EH0950
 EH0950.The horizontal coordinates were determined by differentially corrected
 EH0950.hand held GPS observations or other comparable positioning techniques
 EH0950.and have an estimated accuracy of +/- 3 meters.
 EH0950
 EH0950.The orthometric height was determined by differential leveling and
 EH0950.adjusted by the NATIONAL GEODETIC SURVEY
 EH0950.in June 1991.
 EH0950
 EH0950.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0950.GEOID18 height accuracy estimate available here.
 EH0950
 EH0950.Click photographs - Photos may exist for this station.
 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     -    70,182.4     496,525.3     MT  (+/- 3 meters HH1 GPS) 
 EH0950
 EH0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU8779770679(NAD 83)
 EH0950
 EH0950                          SUPERSEDED SURVEY CONTROL
 EH0950
 EH0950  NGVD 29 (11/26/84)   63.650  (m)          208.83   (f) ADJUSTED    1 2
 EH0950
 EH0950.Superseded values are not recommended for survey control.
 EH0950
 EH0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0950.See file dsdata.pdf to determine how the superseded data were derived.
 EH0950
 EH0950_MARKER: DB = BENCH MARK DISK
 EH0950_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EH0950_SP_SET: CULVERT HEADWALL
 EH0950_STAMPING: P 169 1955
 EH0950_MARK LOGO: CGS
 EH0950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0950+STABILITY: SURFACE MOTION
 EH0950_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0950+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2016
 EH0950
 EH0950  HISTORY     - Date     Condition        Report By
 EH0950  HISTORY     - 1955     MONUMENTED       CGS
 EH0950  HISTORY     - 20030331 GOOD             USACE
 EH0950  HISTORY     - 20160816 GOOD             ARHD
 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.
 EH0950
 EH0950                          STATION RECOVERY (2016)
 EH0950
 EH0950'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JTS)
 EH0950'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GE0549 ***********************************************************************
 GE0549  DESIGNATION -  P 17
 GE0549  PID         -  GE0549
 GE0549  STATE/COUNTY-  AR/IZARD
 GE0549  COUNTRY     -  US
 GE0549  USGS QUAD   -  MELBOURNE (2017)
 GE0549
 GE0549                         *CURRENT SURVEY CONTROL
 GE0549  ______________________________________________________________________
 GE0549* NAD 83(1986) POSITION- 36 02 02.21   (N) 091 58 12.53   (W)   HD_HELD1
 GE0549* NAVD 88 ORTHO HEIGHT -   247.469 (meters)      811.90  (feet) ADJUSTED
 GE0549  ______________________________________________________________________
 GE0549  GEOID HEIGHT    -        -27.864 (meters)                     GEOID18
 GE0549  DYNAMIC HEIGHT  -        247.254 (meters)      811.20  (feet) COMP
 GE0549  MODELED GRAVITY -    979,760.0   (mgal)                       NAVD 88
 GE0549
 GE0549  VERT ORDER      -  SECOND    CLASS 0
 GE0549
 GE0549.The horizontal coordinates were determined by differentially corrected
 GE0549.hand held GPS observations or other comparable positioning techniques
 GE0549.and have an estimated accuracy of +/- 3 meters.
 GE0549
 GE0549.The orthometric height was determined by differential leveling and
 GE0549.adjusted by the NATIONAL GEODETIC SURVEY
 GE0549.in June 1991.
 GE0549
 GE0549.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0549.GEOID18 height accuracy estimate available here.
 GE0549
 GE0549.Click photographs - Photos may exist for this station.
 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     -   188,672.6     402,690.4     MT  (+/- 3 meters HH1 GPS) 
 GE0549
 GE0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV9277988204(NAD 83)
 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
 GE0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0549.See file dsdata.pdf to determine how the superseded data were derived.
 GE0549
 GE0549_MARKER: DB = BENCH MARK DISK
 GE0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0549_STAMPING: 811.553 P 17 1932
 GE0549_MARK LOGO: CGS
 GE0549_PROJECTION: PROJECTING 3 CENTIMETERS
 GE0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0549+STABILITY: SURFACE MOTION
 GE0549_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GE0549+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2025
 GE0549
 GE0549  HISTORY     - Date     Condition        Report By
 GE0549  HISTORY     - 1932     MONUMENTED       CGS
 GE0549  HISTORY     - 1935     GOOD             CGS
 GE0549  HISTORY     - 20251014 GOOD             ARHD
 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 COAST AND GEODETIC SURVEY 1935
 GE0549'RECOVERED IN GOOD CONDITION.
 GE0549
 GE0549                          STATION RECOVERY (2025)
 GE0549
 GE0549'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2025 (WAT)
 GE0549'96 FT (29.3 M) SOUTHEAST OF THE SOUTHEAST CORNER OF THE STONE CHIMNEY
 GE0549'ON THE HOUSE, 58 FT (17.7 M) NORTHWEST OF THE CENTERLINE OF THE
 GE0549'HIGHWAY, 38 FT (11.6 M) NORTH OF A WOODEN CORNER FENCE POST AND 19 FT
 GE0549'(5.8 M) SOUTH OF A POWER POLE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0044 ***********************************************************************
 GF0044  DESIGNATION -  P 17
 GF0044  PID         -  GF0044
 GF0044  STATE/COUNTY-  AR/BAXTER
 GF0044  COUNTRY     -  US
 GF0044  USGS QUAD   -  BUFFALO CITY (2017)
 GF0044
 GF0044                         *CURRENT SURVEY CONTROL
 GF0044  ______________________________________________________________________
 GF0044* NAD 83(1986) POSITION- 36 12 15.     (N) 092 28 25.     (W)   SCALED
 GF0044* NAVD 88 ORTHO HEIGHT -   132.922 (meters)      436.09  (feet) ADJUSTED
 GF0044  ______________________________________________________________________
 GF0044  GEOID HEIGHT    -        -28.411 (meters)                     GEOID18
 GF0044  DYNAMIC HEIGHT  -        132.806 (meters)      435.71  (feet) COMP
 GF0044  MODELED GRAVITY -    979,762.7   (mgal)                       NAVD 88
 GF0044
 GF0044  VERT ORDER      -  SECOND    CLASS 0
 GF0044
 GF0044.The horizontal coordinates were scaled from a map and have
 GF0044.an estimated accuracy of +/- 6 seconds.
 GF0044
 GF0044.The orthometric height was determined by differential leveling and
 GF0044.adjusted by the NATIONAL GEODETIC SURVEY
 GF0044.in June 1991.
 GF0044
 GF0044.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0044.GEOID18 height accuracy estimate available here.
 GF0044
 GF0044.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA473067(NAD 83)
 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
 GF0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0044.See file dsdata.pdf to determine how the superseded data were derived.
 GF0044
 GF0044_MARKER: DB = BENCH MARK DISK
 GF0044_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GF0044_STAMPING: P 17 1934
 GF0044_MARK LOGO: CGS
 GF0044_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0044_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GF0044+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2014
 GF0044
 GF0044  HISTORY     - Date     Condition        Report By
 GF0044  HISTORY     - 1934     MONUMENTED       CGS
 GF0044  HISTORY     - 20100913 GOOD             ARHD
 GF0044  HISTORY     - 20140410 GOOD             ARHD
 GF0044  HISTORY     - 20141005 GOOD             CONSOL
 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.
 GF0044
 GF0044                          STATION RECOVERY (2010)
 GF0044
 GF0044'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2010 (VJB)
 GF0044'RECOVERED IN GOOD CONDITION.
 GF0044
 GF0044                          STATION RECOVERY (2014)
 GF0044
 GF0044'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014
 GF0044'RECOVERED IN GOOD CONDITION.
 GF0044
 GF0044                          STATION RECOVERY (2014)
 GF0044
 GF0044'RECOVERY NOTE BY CONSOLIDATED LAND SERVICE 2014 (DB)
 GF0044'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1237 ***********************************************************************
 EH1237  DESIGNATION -  P 170
 EH1237  PID         -  EH1237
 EH1237  STATE/COUNTY-  AR/MONROE
 EH1237  COUNTRY     -  US
 EH1237  USGS QUAD   -  KEEVIL (2017)
 EH1237
 EH1237                         *CURRENT SURVEY CONTROL
 EH1237  ______________________________________________________________________
 EH1237* NAD 83(1986) POSITION- 34 50 20.64   (N) 091 14 34.74   (W)   HD_HELD1
 EH1237* NAVD 88 ORTHO HEIGHT -    58.052 (meters)      190.46  (feet) ADJUSTED
 EH1237  ______________________________________________________________________
 EH1237  GEOID HEIGHT    -        -26.870 (meters)                     GEOID18
 EH1237  DYNAMIC HEIGHT  -         57.998 (meters)      190.28  (feet) COMP
 EH1237  MODELED GRAVITY -    979,710.7   (mgal)                       NAVD 88
 EH1237
 EH1237  VERT ORDER      -  FIRST     CLASS II
 EH1237
 EH1237.The horizontal coordinates were determined by differentially corrected
 EH1237.hand held GPS observations or other comparable positioning techniques
 EH1237.and have an estimated accuracy of +/- 3 meters.
 EH1237
 EH1237.The orthometric height was determined by differential leveling and
 EH1237.adjusted by the NATIONAL GEODETIC SURVEY
 EH1237.in June 1991.
 EH1237
 EH1237.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1237.GEOID18 height accuracy estimate available here.
 EH1237
 EH1237.Click photographs - Photos may exist for this station.
 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     -   641,211.8     469,242.2     MT  (+/- 3 meters HH1 GPS) 
 EH1237
 EH1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU6065256603(NAD 83)
 EH1237
 EH1237                          SUPERSEDED SURVEY CONTROL
 EH1237
 EH1237  NGVD 29 (11/26/84)   58.059  (m)          190.48   (f) ADJUSTED    1 2
 EH1237
 EH1237.Superseded values are not recommended for survey control.
 EH1237
 EH1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1237.See file dsdata.pdf to determine how the superseded data were derived.
 EH1237
 EH1237_MARKER: DB = BENCH MARK DISK
 EH1237_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EH1237_SP_SET: CULVERT HEADWALL
 EH1237_STAMPING: P 170 1955
 EH1237_MARK LOGO: CGS
 EH1237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH1237+STABILITY: SURFACE MOTION
 EH1237_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH1237+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2016
 EH1237
 EH1237  HISTORY     - Date     Condition        Report By
 EH1237  HISTORY     - 1955     MONUMENTED       CGS
 EH1237  HISTORY     - 20030424 GOOD             USACE
 EH1237  HISTORY     - 20110518 GOOD             ARHD
 EH1237  HISTORY     - 20160714 GOOD             ARHD
 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.
 EH1237
 EH1237                          STATION RECOVERY (2011)
 EH1237
 EH1237'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011
 EH1237'RECOVERED IN GOOD CONDITION.
 EH1237
 EH1237                          STATION RECOVERY (2016)
 EH1237
 EH1237'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 EH1237'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH0831 ***********************************************************************
 EH0831  DESIGNATION -  P 171
 EH0831  PID         -  EH0831
 EH0831  STATE/COUNTY-  AR/PHILLIPS
 EH0831  COUNTRY     -  US
 EH0831  USGS QUAD   -  LEXA (2017)
 EH0831
 EH0831                         *CURRENT SURVEY CONTROL
 EH0831  ______________________________________________________________________
 EH0831* NAD 83(1986) POSITION- 34 32 55.     (N) 090 47 06.     (W)   SCALED
 EH0831* NAVD 88 ORTHO HEIGHT -    60.707 (meters)      199.17  (feet) ADJUSTED
 EH0831  ______________________________________________________________________
 EH0831  GEOID HEIGHT    -        -26.996 (meters)                     GEOID18
 EH0831  DYNAMIC HEIGHT  -         60.649 (meters)      198.98  (feet) COMP
 EH0831  MODELED GRAVITY -    979,669.1   (mgal)                       NAVD 88
 EH0831
 EH0831  VERT ORDER      -  FIRST     CLASS II
 EH0831
 EH0831.The horizontal coordinates were scaled from a map and have
 EH0831.an estimated accuracy of +/- 6 seconds.
 EH0831
 EH0831.The orthometric height was determined by differential leveling and
 EH0831.adjusted by the NATIONAL GEODETIC SURVEY
 EH0831.in June 1991.
 EH0831
 EH0831.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0831.GEOID18 height accuracy estimate available here.
 EH0831
 EH0831.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU032252(NAD 83)
 EH0831
 EH0831                          SUPERSEDED SURVEY CONTROL
 EH0831
 EH0831  NGVD 29 (11/26/84)   60.746  (m)          199.30   (f) ADJUSTED    1 2
 EH0831
 EH0831.Superseded values are not recommended for survey control.
 EH0831
 EH0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0831.See file dsdata.pdf to determine how the superseded data were derived.
 EH0831
 EH0831_MARKER: DB = BENCH MARK DISK
 EH0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0831_STAMPING: P 171 1956
 EH0831_MARK LOGO: CGS
 EH0831_PROJECTION: PROJECTING 5 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH0914 ***********************************************************************
 EH0914  DESIGNATION -  P 172
 EH0914  PID         -  EH0914
 EH0914  STATE/COUNTY-  AR/PHILLIPS
 EH0914  COUNTRY     -  US
 EH0914  USGS QUAD   -  WEST HELENA (2017)
 EH0914
 EH0914                         *CURRENT SURVEY CONTROL
 EH0914  ______________________________________________________________________
 EH0914* NAD 83(1986) POSITION- 34 32 26.     (N) 090 37 43.     (W)   SCALED
 EH0914* NAVD 88 ORTHO HEIGHT -    76.800 (meters)      251.97  (feet) ADJUSTED
 EH0914  ______________________________________________________________________
 EH0914  GEOID HEIGHT    -        -27.007 (meters)                     GEOID18
 EH0914  DYNAMIC HEIGHT  -         76.726 (meters)      251.73  (feet) COMP
 EH0914  MODELED GRAVITY -    979,668.5   (mgal)                       NAVD 88
 EH0914
 EH0914  VERT ORDER      -  FIRST     CLASS II
 EH0914
 EH0914.The horizontal coordinates were scaled from a map and have
 EH0914.an estimated accuracy of +/- 6 seconds.
 EH0914
 EH0914.The orthometric height was determined by differential leveling and
 EH0914.adjusted by the NATIONAL GEODETIC SURVEY
 EH0914.in June 1991.
 EH0914
 EH0914.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0914.GEOID18 height accuracy estimate available here.
 EH0914
 EH0914.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU176246(NAD 83)
 EH0914
 EH0914                          SUPERSEDED SURVEY CONTROL
 EH0914
 EH0914  NGVD 29 (11/26/84)   76.834  (m)          252.08   (f) ADJUSTED    1 2
 EH0914
 EH0914.Superseded values are not recommended for survey control.
 EH0914
 EH0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0914.See file dsdata.pdf to determine how the superseded data were derived.
 EH0914
 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_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0258 ***********************************************************************
 FF0258  DESIGNATION -  P 173
 FF0258  PID         -  FF0258
 FF0258  STATE/COUNTY-  AR/CRITTENDEN
 FF0258  COUNTRY     -  US
 FF0258  USGS QUAD   -  WEST MEMPHIS (2017)
 FF0258
 FF0258                         *CURRENT SURVEY CONTROL
 FF0258  ______________________________________________________________________
 FF0258* NAD 83(1986) POSITION- 35 08 26.1    (N) 090 08 11.0    (W)   HD_HELD2
 FF0258* NAVD 88 ORTHO HEIGHT -    71.174 (meters)      233.51  (feet) ADJUSTED
 FF0258  ______________________________________________________________________
 FF0258  GEOID HEIGHT    -        -27.322 (meters)                     GEOID18
 FF0258  DYNAMIC HEIGHT  -         71.110 (meters)      233.30  (feet) COMP
 FF0258  MODELED GRAVITY -    979,731.1   (mgal)                       NAVD 88
 FF0258
 FF0258  VERT ORDER      -  SECOND    CLASS I
 FF0258
 FF0258.The horizontal coordinates were established by autonomous hand held GPS
 FF0258.observations and have an estimated accuracy of +/- 10 meters.
 FF0258
 FF0258.The orthometric height was determined by differential leveling and
 FF0258.adjusted by the NATIONAL GEODETIC SURVEY
 FF0258.in January 2022.
 FF0258
 FF0258.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0258.GEOID18 height accuracy estimate available here.
 FF0258
 FF0258.Click photographs - Photos may exist for this station.
 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     -    91,165.      569,818.      MT  (+/- 10 meters HH2 GPS)
 FF0258
 FF0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6089892387(NAD 83)
 FF0258
 FF0258                          SUPERSEDED SURVEY CONTROL
 FF0258
 FF0258  NAVD 88 (06/15/91)   71.198  (m)          233.59   (f) SUPERSEDED  1 2
 FF0258  NGVD 29 (11/26/84)   71.182  (m)          233.54   (f) ADJUSTED    1 2
 FF0258
 FF0258.Superseded values are not recommended for survey control.
 FF0258
 FF0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0258.See file dsdata.pdf to determine how the superseded data were derived.
 FF0258
 FF0258_MARKER: DB = BENCH MARK DISK
 FF0258_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FF0258_SP_SET: CATCH BASIN
 FF0258_STAMPING: P 173 1956
 FF0258_MARK LOGO: CGS
 FF0258_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF0258_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FF0258+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2021
 FF0258
 FF0258  HISTORY     - Date     Condition        Report By
 FF0258  HISTORY     - 1956     MONUMENTED       CGS
 FF0258  HISTORY     - 1976     GOOD             NGS
 FF0258  HISTORY     - 20030129 GOOD             USACE
 FF0258  HISTORY     - 20210614 GOOD             ARHD
 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.
 FF0258
 FF0258                          STATION RECOVERY (2021)
 FF0258
 FF0258'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2021 (JDH)
 FF0258'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0130 ***********************************************************************
 FF0130  DESIGNATION -  P 174
 FF0130  PID         -  FF0130
 FF0130  STATE/COUNTY-  AR/CRITTENDEN
 FF0130  COUNTRY     -  US
 FF0130  USGS QUAD   -  HEAFER (2017)
 FF0130
 FF0130                         *CURRENT SURVEY CONTROL
 FF0130  ______________________________________________________________________
 FF0130* NAD 83(1986) POSITION- 35 22 13.     (N) 090 15 19.     (W)   SCALED
 FF0130* NAVD 88 ORTHO HEIGHT -    69.150 (meters)      226.87  (feet) ADJUSTED
 FF0130  ______________________________________________________________________
 FF0130  GEOID HEIGHT    -        -27.493 (meters)                     GEOID18
 FF0130  DYNAMIC HEIGHT  -         69.088 (meters)      226.67  (feet) COMP
 FF0130  MODELED GRAVITY -    979,748.5   (mgal)                       NAVD 88
 FF0130
 FF0130  VERT ORDER      -  FIRST     CLASS II
 FF0130
 FF0130.The horizontal coordinates were scaled from a map and have
 FF0130.an estimated accuracy of +/- 6 seconds.
 FF0130
 FF0130.The orthometric height was determined by differential leveling and
 FF0130.adjusted by the NATIONAL GEODETIC SURVEY
 FF0130.in January 1995.
 FF0130
 FF0130.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0130.GEOID18 height accuracy estimate available here.
 FF0130
 FF0130.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV493175(NAD 83)
 FF0130
 FF0130                          SUPERSEDED SURVEY CONTROL
 FF0130
 FF0130  NAVD 88 (06/15/91)   69.216  (m)          227.09   (f) SUPERSEDED  1 2
 FF0130  NGVD 29 (10/05/93)   69.117  (m)          226.76   (f) ADJUSTED    1 2
 FF0130  NGVD 29 (??/??/87)   69.164  (m)          226.92   (f) SUPERSEDED  1 2
 FF0130
 FF0130.Superseded values are not recommended for survey control.
 FF0130
 FF0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0130.See file dsdata.pdf to determine how the superseded data were derived.
 FF0130
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0566 ***********************************************************************
 FF0566  DESIGNATION -  P 175
 FF0566  PID         -  FF0566
 FF0566  STATE/COUNTY-  AR/CROSS
 FF0566  COUNTRY     -  US
 FF0566  USGS QUAD   -  HAMLIN (2017)
 FF0566
 FF0566                         *CURRENT SURVEY CONTROL
 FF0566  ______________________________________________________________________
 FF0566* NAD 83(1986) POSITION- 35 14 17.     (N) 090 57 44.     (W)   SCALED
 FF0566* NAVD 88 ORTHO HEIGHT -    67.001 (meters)      219.82  (feet) ADJUSTED
 FF0566  ______________________________________________________________________
 FF0566  GEOID HEIGHT    -        -27.217 (meters)                     GEOID18
 FF0566  DYNAMIC HEIGHT  -         66.941 (meters)      219.62  (feet) COMP
 FF0566  MODELED GRAVITY -    979,737.6   (mgal)                       NAVD 88
 FF0566
 FF0566  VERT ORDER      -  FIRST     CLASS II
 FF0566
 FF0566.The horizontal coordinates were scaled from a map and have
 FF0566.an estimated accuracy of +/- 6 seconds.
 FF0566
 FF0566.The orthometric height was determined by differential leveling and
 FF0566.adjusted by the NATIONAL GEODETIC SURVEY
 FF0566.in June 1991.
 FF0566
 FF0566.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0566.GEOID18 height accuracy estimate available here.
 FF0566
 FF0566.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV854013(NAD 83)
 FF0566
 FF0566                          SUPERSEDED SURVEY CONTROL
 FF0566
 FF0566  NGVD 29 (11/26/84)   66.965  (m)          219.70   (f) ADJUSTED    1 2
 FF0566
 FF0566.Superseded values are not recommended for survey control.
 FF0566
 FF0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0566.See file dsdata.pdf to determine how the superseded data were derived.
 FF0566
 FF0566_MARKER: DB = BENCH MARK DISK
 FF0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0566_STAMPING: P 175 1956
 FF0566_MARK LOGO: CGS
 FF0566_PROJECTION: PROJECTING 8 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 EH0851 ***********************************************************************
 EH0851  DESIGNATION -  P 176
 EH0851  PID         -  EH0851
 EH0851  STATE/COUNTY-  AR/LEE
 EH0851  COUNTRY     -  US
 EH0851  USGS QUAD   -  MORO (2017)
 EH0851
 EH0851                         *CURRENT SURVEY CONTROL
 EH0851  ______________________________________________________________________
 EH0851* NAD 83(1986) POSITION- 34 46 32.0    (N) 090 57 53.0    (W)   HD_HELD2
 EH0851* NAVD 88 ORTHO HEIGHT -    60.104 (meters)      197.19  (feet) ADJUSTED
 EH0851  ______________________________________________________________________
 EH0851  GEOID HEIGHT    -        -26.719 (meters)                     GEOID18
 EH0851  DYNAMIC HEIGHT  -         60.049 (meters)      197.01  (feet) COMP
 EH0851  MODELED GRAVITY -    979,718.6   (mgal)                       NAVD 88
 EH0851
 EH0851  VERT ORDER      -  FIRST     CLASS II
 EH0851
 EH0851.The horizontal coordinates were established by autonomous hand held GPS
 EH0851.observations and have an estimated accuracy of +/- 10 meters.
 EH0851
 EH0851.The orthometric height was determined by differential leveling and
 EH0851.adjusted by the NATIONAL GEODETIC SURVEY
 EH0851.in June 1991.
 EH0851
 EH0851.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0851.GEOID18 height accuracy estimate available here.
 EH0851
 EH0851.Click photographs - Photos may exist for this station.
 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     -   634,389.      494,765.      MT  (+/- 10 meters HH2 GPS)
 EH0851
 EH0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU8624150040(NAD 83)
 EH0851
 EH0851                          SUPERSEDED SURVEY CONTROL
 EH0851
 EH0851  NGVD 29 (11/26/84)   60.114  (m)          197.22   (f) ADJUSTED    1 2
 EH0851
 EH0851.Superseded values are not recommended for survey control.
 EH0851
 EH0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0851.See file dsdata.pdf to determine how the superseded data were derived.
 EH0851
 EH0851_MARKER: DB = BENCH MARK DISK
 EH0851_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EH0851_SP_SET: BOX CULVERT HEADWALL
 EH0851_STAMPING: P 176 1955
 EH0851_MARK LOGO: CGS
 EH0851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH0851+STABILITY: SURFACE MOTION
 EH0851_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EH0851+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2016
 EH0851
 EH0851  HISTORY     - Date     Condition        Report By
 EH0851  HISTORY     - 1955     MONUMENTED       CGS
 EH0851  HISTORY     - 20030331 GOOD             USACE
 EH0851  HISTORY     - 20160816 GOOD             ARHD
 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.
 EH0851
 EH0851                          STATION RECOVERY (2016)
 EH0851
 EH0851'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 EH0851'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH1265 ***********************************************************************
 EH1265  DESIGNATION -  P 177
 EH1265  PID         -  EH1265
 EH1265  STATE/COUNTY-  AR/ST FRANCIS
 EH1265  COUNTRY     -  US
 EH1265  USGS QUAD   -  WHEATLEY (2017)
 EH1265
 EH1265                         *CURRENT SURVEY CONTROL
 EH1265  ______________________________________________________________________
 EH1265* NAD 83(1986) POSITION- 34 56 46.     (N) 091 06 45.     (W)   SCALED
 EH1265* NAVD 88 ORTHO HEIGHT -    58.955 (meters)      193.42  (feet) ADJUSTED
 EH1265  ______________________________________________________________________
 EH1265  GEOID HEIGHT    -        -26.878 (meters)                     GEOID18
 EH1265  DYNAMIC HEIGHT  -         58.902 (meters)      193.25  (feet) COMP
 EH1265  MODELED GRAVITY -    979,723.4   (mgal)                       NAVD 88
 EH1265
 EH1265  VERT ORDER      -  FIRST     CLASS II
 EH1265
 EH1265.The horizontal coordinates were scaled from a map and have
 EH1265.an estimated accuracy of +/- 6 seconds.
 EH1265
 EH1265.The orthometric height was determined by differential leveling and
 EH1265.adjusted by the NATIONAL GEODETIC SURVEY
 EH1265.in June 1991.
 EH1265
 EH1265.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1265.GEOID18 height accuracy estimate available here.
 EH1265
 EH1265.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU723686(NAD 83)
 EH1265
 EH1265                          SUPERSEDED SURVEY CONTROL
 EH1265
 EH1265  NGVD 29 (11/26/84)   58.948  (m)          193.40   (f) ADJUSTED    1 2
 EH1265
 EH1265.Superseded values are not recommended for survey control.
 EH1265
 EH1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1265.See file dsdata.pdf to determine how the superseded data were derived.
 EH1265
 EH1265_MARKER: DB = BENCH MARK DISK
 EH1265_SETTING: 7 = 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 = MARCH 20, 2026 22:17:28 EDT
 FF0647 ***********************************************************************
 FF0647  DESIGNATION -  P 178
 FF0647  PID         -  FF0647
 FF0647  STATE/COUNTY-  AR/ST FRANCIS
 FF0647  COUNTRY     -  US
 FF0647  USGS QUAD   -  ROUND POND (2017)
 FF0647
 FF0647                         *CURRENT SURVEY CONTROL
 FF0647  ______________________________________________________________________
 FF0647* NAD 83(1986) POSITION- 35 04 24.     (N) 090 32 00.     (W)   SCALED
 FF0647* NAVD 88 ORTHO HEIGHT -    61.313 (meters)      201.16  (feet) ADJUSTED
 FF0647  ______________________________________________________________________
 FF0647  GEOID HEIGHT    -        -27.051 (meters)                     GEOID18
 FF0647  DYNAMIC HEIGHT  -         61.258 (meters)      200.98  (feet) COMP
 FF0647  MODELED GRAVITY -    979,735.5   (mgal)                       NAVD 88
 FF0647
 FF0647  VERT ORDER      -  FIRST     CLASS II
 FF0647
 FF0647.The horizontal coordinates were scaled from a map and have
 FF0647.an estimated accuracy of +/- 6 seconds.
 FF0647
 FF0647.The orthometric height was determined by differential leveling and
 FF0647.adjusted by the NATIONAL GEODETIC SURVEY
 FF0647.in June 1991.
 FF0647
 FF0647.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0647.GEOID18 height accuracy estimate available here.
 FF0647
 FF0647.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU249839(NAD 83)
 FF0647
 FF0647                          SUPERSEDED SURVEY CONTROL
 FF0647
 FF0647  NGVD 29 (11/26/84)   61.294  (m)          201.10   (f) ADJUSTED    1 2
 FF0647
 FF0647.Superseded values are not recommended for survey control.
 FF0647
 FF0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0647.See file dsdata.pdf to determine how the superseded data were derived.
 FF0647
 FF0647_MARKER: DB = BENCH MARK DISK
 FF0647_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FF0647_STAMPING: P 178 1956
 FF0647_MARK LOGO: CGS
 FF0647_MAGNETIC: I = MARKER IS A STEEL ROD
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0368 ***********************************************************************
 GF0368  DESIGNATION -  P 18
 GF0368  PID         -  GF0368
 GF0368  STATE/COUNTY-  AR/NEWTON
 GF0368  COUNTRY     -  US
 GF0368  USGS QUAD   -  JASPER (2017)
 GF0368
 GF0368                         *CURRENT SURVEY CONTROL
 GF0368  ______________________________________________________________________
 GF0368* NAD 83(1986) POSITION- 36 03 38.4    (N) 093 08 18.5    (W)   HD_HELD2
 GF0368* NAVD 88 ORTHO HEIGHT -   250.163 (meters)      820.74  (feet) ADJUSTED
 GF0368  ______________________________________________________________________
 GF0368  GEOID HEIGHT    -        -28.235 (meters)                     GEOID18
 GF0368  DYNAMIC HEIGHT  -        249.937 (meters)      820.00  (feet) COMP
 GF0368  MODELED GRAVITY -    979,723.5   (mgal)                       NAVD 88
 GF0368
 GF0368  VERT ORDER      -  SECOND    CLASS 0
 GF0368
 GF0368.The horizontal coordinates were established by autonomous hand held GPS
 GF0368.observations and have an estimated accuracy of +/- 10 meters.
 GF0368
 GF0368.The orthometric height was determined by differential leveling and
 GF0368.adjusted by the NATIONAL GEODETIC SURVEY
 GF0368.in June 1991.
 GF0368
 GF0368.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0368.GEOID18 height accuracy estimate available here.
 GF0368
 GF0368.Click photographs - Photos may exist for this station.
 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     -   192,230.      297,435.      MT  (+/- 10 meters HH2 GPS)
 GF0368
 GF0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV8752990686(NAD 83)
 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
 GF0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0368.See file dsdata.pdf to determine how the superseded data were derived.
 GF0368
 GF0368_MARKER: DB = BENCH MARK DISK
 GF0368_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GF0368_SP_SET: BRIDGE
 GF0368_STAMPING: 820.359 P 18 1932
 GF0368_MARK LOGO: CGS
 GF0368_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GF0368_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GF0368+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2016
 GF0368
 GF0368  HISTORY     - Date     Condition        Report By
 GF0368  HISTORY     - 1932     MONUMENTED       CGS
 GF0368  HISTORY     - 1935     GOOD             CGS
 GF0368  HISTORY     - 1965     MARK NOT FOUND   USGS
 GF0368  HISTORY     - 20070901 GOOD             GEOCAC
 GF0368  HISTORY     - 20070909 GOOD             GEOCAC
 GF0368  HISTORY     - 20160518 GOOD             ARHD
 GF0368
 GF0368                          STATION DESCRIPTION
 GF0368
 GF0368'DESCRIBED BY COAST AND 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.
 GF0368
 GF0368                          STATION RECOVERY (2007)
 GF0368
 GF0368'RECOVERY NOTE BY GEOCACHING 2007 (CB)
 GF0368'GEOCAC FIRST RECOVERY.
 GF0368'MARK IN GOOD SHAPE.
 GF0368
 GF0368                          STATION RECOVERY (2007)
 GF0368
 GF0368'RECOVERY NOTE BY GEOCACHING 2007 (CB)
 GF0368'RECOVERED IN GOOD CONDITION.
 GF0368
 GF0368                          STATION RECOVERY (2016)
 GF0368
 GF0368'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (RTH)
 GF0368'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0059 ***********************************************************************
 GF0059  DESIGNATION -  P 18
 GF0059  PID         -  GF0059
 GF0059  STATE/COUNTY-  AR/BAXTER
 GF0059  COUNTRY     -  US
 GF0059  USGS QUAD   -  NORFORK (2017)
 GF0059
 GF0059                         *CURRENT SURVEY CONTROL
 GF0059  ______________________________________________________________________
 GF0059* NAD 83(1986) POSITION- 36 09 50.     (N) 092 15 24.     (W)   SCALED
 GF0059* NAVD 88 ORTHO HEIGHT -   117.617 (meters)      385.88  (feet) ADJUSTED
 GF0059  ______________________________________________________________________
 GF0059  GEOID HEIGHT    -        -28.228 (meters)                     GEOID18
 GF0059  DYNAMIC HEIGHT  -        117.515 (meters)      385.55  (feet) COMP
 GF0059  MODELED GRAVITY -    979,764.4   (mgal)                       NAVD 88
 GF0059
 GF0059  VERT ORDER      -  SECOND    CLASS 0
 GF0059
 GF0059.The horizontal coordinates were scaled from a map and have
 GF0059.an estimated accuracy of +/- 6 seconds.
 GF0059
 GF0059.The orthometric height was determined by differential leveling and
 GF0059.adjusted by the NATIONAL GEODETIC SURVEY
 GF0059.in June 1991.
 GF0059
 GF0059.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0059.GEOID18 height accuracy estimate available here.
 GF0059
 GF0059.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA668023(NAD 83)
 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
 GF0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0059.See file dsdata.pdf to determine how the superseded data were derived.
 GF0059
 GF0059_MARKER: DB = BENCH MARK DISK
 GF0059_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GF0059_STAMPING: P 18 1934
 GF0059_MARK LOGO: CGS
 GF0059_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0059
 GF0059  HISTORY     - Date     Condition        Report By
 GF0059  HISTORY     - 1934     MONUMENTED       CGS
 GF0059  HISTORY     - 1962     MARK NOT FOUND   USGS
 GF0059  HISTORY     - 20100902 MARK NOT FOUND   ARHD
 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.
 GF0059
 GF0059                          STATION RECOVERY (2010)
 GF0059
 GF0059'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2010 (VJB)
 GF0059'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0834 ***********************************************************************
 FF0834  DESIGNATION -  P 180
 FF0834  PID         -  FF0834
 FF0834  STATE/COUNTY-  AR/POINSETT
 FF0834  COUNTRY     -  US
 FF0834  USGS QUAD   -  WEINER (2017)
 FF0834
 FF0834                         *CURRENT SURVEY CONTROL
 FF0834  ______________________________________________________________________
 FF0834* NAD 83(1986) POSITION- 35 35 38.     (N) 090 54 47.     (W)   SCALED
 FF0834* NAVD 88 ORTHO HEIGHT -    73.964 (meters)      242.66  (feet) ADJUSTED
 FF0834  ______________________________________________________________________
 FF0834  GEOID HEIGHT    -        -27.582 (meters)                     GEOID18
 FF0834  DYNAMIC HEIGHT  -         73.900 (meters)      242.45  (feet) COMP
 FF0834  MODELED GRAVITY -    979,766.5   (mgal)                       NAVD 88
 FF0834
 FF0834  VERT ORDER      -  FIRST     CLASS II
 FF0834
 FF0834.The horizontal coordinates were scaled from a map and have
 FF0834.an estimated accuracy of +/- 6 seconds.
 FF0834
 FF0834.The orthometric height was determined by differential leveling and
 FF0834.adjusted by the NATIONAL GEODETIC SURVEY
 FF0834.in June 1991.
 FF0834
 FF0834.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0834.GEOID18 height accuracy estimate available here.
 FF0834
 FF0834.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV890409(NAD 83)
 FF0834
 FF0834                          SUPERSEDED SURVEY CONTROL
 FF0834
 FF0834  NGVD 29 (11/26/84)   73.905  (m)          242.47   (f) ADJUSTED    1 2
 FF0834
 FF0834.Superseded values are not recommended for survey control.
 FF0834
 FF0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0834.See file dsdata.pdf to determine how the superseded data were derived.
 FF0834
 FF0834_MARKER: DB = BENCH MARK DISK
 FF0834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0834_STAMPING: P 180 1956
 FF0834_MARK LOGO: CGS
 FF0834_PROJECTION: PROJECTING 3 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1181 ***********************************************************************
 FF1181  DESIGNATION -  P 181
 FF1181  PID         -  FF1181
 FF1181  STATE/COUNTY-  AR/CROSS
 FF1181  COUNTRY     -  US
 FF1181  USGS QUAD   -  TILTON (2017)
 FF1181
 FF1181                         *CURRENT SURVEY CONTROL
 FF1181  ______________________________________________________________________
 FF1181* NAD 83(1986) POSITION- 35 17 40.     (N) 091 01 11.     (W)   SCALED
 FF1181* NAVD 88 ORTHO HEIGHT -    66.821 (meters)      219.23  (feet) ADJUSTED
 FF1181  ______________________________________________________________________
 FF1181  GEOID HEIGHT    -        -27.296 (meters)                     GEOID18
 FF1181  DYNAMIC HEIGHT  -         66.762 (meters)      219.04  (feet) COMP
 FF1181  MODELED GRAVITY -    979,741.0   (mgal)                       NAVD 88
 FF1181
 FF1181  VERT ORDER      -  FIRST     CLASS II
 FF1181
 FF1181.The horizontal coordinates were scaled from a map and have
 FF1181.an estimated accuracy of +/- 6 seconds.
 FF1181
 FF1181.The orthometric height was determined by differential leveling and
 FF1181.adjusted by the NATIONAL GEODETIC SURVEY
 FF1181.in June 1991.
 FF1181
 FF1181.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1181.GEOID18 height accuracy estimate available here.
 FF1181
 FF1181.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV800074(NAD 83)
 FF1181
 FF1181                          SUPERSEDED SURVEY CONTROL
 FF1181
 FF1181  NGVD 29 (11/26/84)   66.781  (m)          219.10   (f) ADJUSTED    1 2
 FF1181
 FF1181.Superseded values are not recommended for survey control.
 FF1181
 FF1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1181.See file dsdata.pdf to determine how the superseded data were derived.
 FF1181
 FF1181_MARKER: DB = BENCH MARK DISK
 FF1181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1181_STAMPING: P 181 1956
 FF1181_MARK LOGO: CGS
 FF1181_PROJECTION: PROJECTING 8 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0713 ***********************************************************************
 FF0713  DESIGNATION -  P 182
 FF0713  PID         -  FF0713
 FF0713  STATE/COUNTY-  AR/POINSETT
 FF0713  COUNTRY     -  US
 FF0713  USGS QUAD   -  CHERRY VALLEY EAST (2017)
 FF0713
 FF0713                         *CURRENT SURVEY CONTROL
 FF0713  ______________________________________________________________________
 FF0713* NAD 83(1986) POSITION- 35 29 22.     (N) 090 41 40.     (W)   SCALED
 FF0713* NAVD 88 ORTHO HEIGHT -   121.576 (meters)      398.87  (feet) ADJUSTED
 FF0713  ______________________________________________________________________
 FF0713  GEOID HEIGHT    -        -27.540 (meters)                     GEOID18
 FF0713  DYNAMIC HEIGHT  -        121.468 (meters)      398.52  (feet) COMP
 FF0713  MODELED GRAVITY -    979,743.6   (mgal)                       NAVD 88
 FF0713
 FF0713  VERT ORDER      -  FIRST     CLASS II
 FF0713
 FF0713.The horizontal coordinates were scaled from a map and have
 FF0713.an estimated accuracy of +/- 6 seconds.
 FF0713
 FF0713.The orthometric height was determined by differential leveling and
 FF0713.adjusted by the NATIONAL GEODETIC SURVEY
 FF0713.in June 1991.
 FF0713
 FF0713.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0713.GEOID18 height accuracy estimate available here.
 FF0713
 FF0713.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV091297(NAD 83)
 FF0713
 FF0713                          SUPERSEDED SURVEY CONTROL
 FF0713
 FF0713  NGVD 29 (11/26/84)  121.521  (m)          398.69   (f) ADJUSTED    1 2
 FF0713
 FF0713.Superseded values are not recommended for survey control.
 FF0713
 FF0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0713.See file dsdata.pdf to determine how the superseded data were derived.
 FF0713
 FF0713_MARKER: DB = BENCH MARK DISK
 FF0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0713_STAMPING: P 182 1956
 FF0713_MARK LOGO: CGS
 FF0713_PROJECTION: PROJECTING 8 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0868 ***********************************************************************
 FF0868  DESIGNATION -  P 183
 FF0868  PID         -  FF0868
 FF0868  STATE/COUNTY-  AR/CRAIGHEAD
 FF0868  COUNTRY     -  US
 FF0868  USGS QUAD   -  HERMAN (2017)
 FF0868
 FF0868                         *CURRENT SURVEY CONTROL
 FF0868  ______________________________________________________________________
 FF0868* NAD 83(1986) POSITION- 35 49 42.     (N) 090 46 56.     (W)   SCALED
 FF0868* NAVD 88 ORTHO HEIGHT -    90.100 (meters)      295.60  (feet) ADJUSTED
 FF0868  ______________________________________________________________________
 FF0868  GEOID HEIGHT    -        -27.785 (meters)                     GEOID18
 FF0868  DYNAMIC HEIGHT  -         90.024 (meters)      295.35  (feet) COMP
 FF0868  MODELED GRAVITY -    979,784.3   (mgal)                       NAVD 88
 FF0868
 FF0868  VERT ORDER      -  FIRST     CLASS II
 FF0868
 FF0868.The horizontal coordinates were scaled from a map and have
 FF0868.an estimated accuracy of +/- 6 seconds.
 FF0868
 FF0868.The orthometric height was determined by differential leveling and
 FF0868.adjusted by the NATIONAL GEODETIC SURVEY
 FF0868.in June 1991.
 FF0868
 FF0868.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0868.GEOID18 height accuracy estimate available here.
 FF0868
 FF0868.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV003671(NAD 83)
 FF0868
 FF0868                          SUPERSEDED SURVEY CONTROL
 FF0868
 FF0868  NGVD 29 (11/26/84)   90.018  (m)          295.33   (f) ADJUSTED    1 2
 FF0868
 FF0868.Superseded values are not recommended for survey control.
 FF0868
 FF0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0868.See file dsdata.pdf to determine how the superseded data were derived.
 FF0868
 FF0868_MARKER: DB = BENCH MARK DISK
 FF0868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0868_STAMPING: P 183 1956
 FF0868_MARK LOGO: CGS
 FF0868_PROJECTION: PROJECTING 20 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0088 ***********************************************************************
 FF0088  DESIGNATION -  P 184
 FF0088  PID         -  FF0088
 FF0088  STATE/COUNTY-  AR/CRAIGHEAD
 FF0088  COUNTRY     -  US
 FF0088  USGS QUAD   -  LEACHVILLE (2017)
 FF0088
 FF0088                         *CURRENT SURVEY CONTROL
 FF0088  ______________________________________________________________________
 FF0088* NAD 83(1986) POSITION- 35 52 33.     (N) 090 20 26.     (W)   SCALED
 FF0088* NAVD 88 ORTHO HEIGHT -    71.312 (meters)      233.96  (feet) POSTED
 FF0088  ______________________________________________________________________
 FF0088  GEOID HEIGHT    -        -28.093 (meters)                     GEOID18
 FF0088  DYNAMIC HEIGHT  -         71.25  (meters)      233.8   (feet) COMP
 FF0088  MODELED GRAVITY -    979,781.5   (mgal)                       NAVD 88
 FF0088
 FF0088  VERT ORDER      -  * POSTED, SEE BELOW
 FF0088
 FF0088.The horizontal coordinates were scaled from a 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
 FF0088.* This is a POSTED BENCH MARK height.
 FF0088
 FF0088.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0088.GEOID18 height accuracy estimate available here.
 FF0088
 FF0088.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV400734(NAD 83)
 FF0088
 FF0088                          SUPERSEDED SURVEY CONTROL
 FF0088
 FF0088  NGVD 29 (11/26/84)   71.277  (m)          233.85   (f) ADJUSTED    1 2
 FF0088
 FF0088.Superseded values are not recommended for survey control.
 FF0088
 FF0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0088.See file dsdata.pdf to determine how the superseded data were derived.
 FF0088
 FF0088_MARKER: DB = BENCH MARK DISK
 FF0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0088_STAMPING: P 184 1956
 FF0088_MARK LOGO: CGS
 FF0088_PROJECTION: PROJECTING 8 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FE1853 ***********************************************************************
 FE1853  DESIGNATION -  P 185
 FE1853  PID         -  FE1853
 FE1853  STATE/COUNTY-  AR/MISSISSIPPI
 FE1853  COUNTRY     -  US
 FE1853  USGS QUAD   -  BLYTHEVILLE (2017)
 FE1853
 FE1853                         *CURRENT SURVEY CONTROL
 FE1853  ______________________________________________________________________
 FE1853* NAD 83(1986) POSITION- 35 53 45.     (N) 089 58 11.     (W)   SCALED
 FE1853* NAVD 88 ORTHO HEIGHT -    74.819 (meters)      245.47  (feet) ADJUSTED
 FE1853  ______________________________________________________________________
 FE1853  GEOID HEIGHT    -        -28.037 (meters)                     GEOID18
 FE1853  DYNAMIC HEIGHT  -         74.756 (meters)      245.26  (feet) COMP
 FE1853  MODELED GRAVITY -    979,791.0   (mgal)                       NAVD 88
 FE1853
 FE1853  VERT ORDER      -  FIRST     CLASS II
 FE1853
 FE1853.The horizontal coordinates were scaled from a map and have
 FE1853.an estimated accuracy of +/- 6 seconds.
 FE1853
 FE1853.The orthometric height was determined by differential leveling and
 FE1853.adjusted by the NATIONAL GEODETIC SURVEY
 FE1853.in June 1991.
 FE1853
 FE1853.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE1853.GEOID18 height accuracy estimate available here.
 FE1853
 FE1853.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE319764(NAD 83)
 FE1853
 FE1853                          SUPERSEDED SURVEY CONTROL
 FE1853
 FE1853  NGVD 29 (11/26/84)   74.777  (m)          245.33   (f) ADJUSTED    1 2
 FE1853
 FE1853.Superseded values are not recommended for survey control.
 FE1853
 FE1853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1853.See file dsdata.pdf to determine how the superseded data were derived.
 FE1853
 FE1853_MARKER: DB = BENCH MARK DISK
 FE1853_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FE1853_SP_SET: CULVERT HEADWALL
 FE1853_STAMPING: P 185 1956
 FE1853_MARK LOGO: CGS
 FE1853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1853+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0168 ***********************************************************************
 GE0168  DESIGNATION -  P 186
 GE0168  PID         -  GE0168
 GE0168  STATE/COUNTY-  AR/GREENE
 GE0168  COUNTRY     -  US
 GE0168  USGS QUAD   -  PARAGOULD EAST (2017)
 GE0168
 GE0168                         *CURRENT SURVEY CONTROL
 GE0168  ______________________________________________________________________
 GE0168* NAD 83(1986) POSITION- 36 04 23.     (N) 090 23 12.     (W)   SCALED
 GE0168* NAVD 88 ORTHO HEIGHT -    75.068 (meters)      246.29  (feet) ADJUSTED
 GE0168  ______________________________________________________________________
 GE0168  GEOID HEIGHT    -        -28.286 (meters)                     GEOID18
 GE0168  DYNAMIC HEIGHT  -         75.006 (meters)      246.08  (feet) COMP
 GE0168  MODELED GRAVITY -    979,801.7   (mgal)                       NAVD 88
 GE0168
 GE0168  VERT ORDER      -  FIRST     CLASS II
 GE0168
 GE0168.The horizontal coordinates were scaled from a map and have
 GE0168.an estimated accuracy of +/- 6 seconds.
 GE0168
 GE0168.The orthometric height was determined by differential leveling and
 GE0168.adjusted by the NATIONAL GEODETIC SURVEY
 GE0168.in June 1991.
 GE0168
 GE0168.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0168.GEOID18 height accuracy estimate available here.
 GE0168
 GE0168.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV353952(NAD 83)
 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
 GE0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0168.See file dsdata.pdf to determine how the superseded data were derived.
 GE0168
 GE0168_MARKER: DB = BENCH MARK DISK
 GE0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0168_STAMPING: P 186 1956
 GE0168_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0113 ***********************************************************************
 GE0113  DESIGNATION -  P 187
 GE0113  PID         -  GE0113
 GE0113  STATE/COUNTY-  AR/GREENE
 GE0113  COUNTRY     -  US
 GE0113  USGS QUAD   -  PARAGOULD EAST (2017)
 GE0113
 GE0113                         *CURRENT SURVEY CONTROL
 GE0113  ______________________________________________________________________
 GE0113* NAD 83(1986) POSITION- 36 06 29.     (N) 090 26 39.     (W)   SCALED
 GE0113* NAVD 88 ORTHO HEIGHT -    83.137 (meters)      272.76  (feet) ADJUSTED
 GE0113  ______________________________________________________________________
 GE0113  GEOID HEIGHT    -        -28.278 (meters)                     GEOID18
 GE0113  DYNAMIC HEIGHT  -         83.068 (meters)      272.53  (feet) COMP
 GE0113  MODELED GRAVITY -    979,803.4   (mgal)                       NAVD 88
 GE0113
 GE0113  VERT ORDER      -  FIRST     CLASS II
 GE0113
 GE0113.The horizontal coordinates were scaled from a map and have
 GE0113.an estimated accuracy of +/- 6 seconds.
 GE0113
 GE0113.The orthometric height was determined by differential leveling and
 GE0113.adjusted by the NATIONAL GEODETIC SURVEY
 GE0113.in June 1991.
 GE0113
 GE0113.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0113.GEOID18 height accuracy estimate available here.
 GE0113
 GE0113.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV300989(NAD 83)
 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
 GE0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0113.See file dsdata.pdf to determine how the superseded data were derived.
 GE0113
 GE0113_MARKER: DB = BENCH MARK DISK
 GE0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0113_STAMPING: P 187 1956
 GE0113_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0141 ***********************************************************************
 GE0141  DESIGNATION -  P 188
 GE0141  PID         -  GE0141
 GE0141  STATE/COUNTY-  AR/CLAY
 GE0141  COUNTRY     -  US
 GE0141  USGS QUAD   -  POLLARD (2017)
 GE0141
 GE0141                         *CURRENT SURVEY CONTROL
 GE0141  ______________________________________________________________________
 GE0141* NAD 83(1986) POSITION- 36 25 58.     (N) 090 19 21.     (W)   SCALED
 GE0141* NAVD 88 ORTHO HEIGHT -   127.820 (meters)      419.36  (feet) ADJUSTED
 GE0141  ______________________________________________________________________
 GE0141  GEOID HEIGHT    -        -28.712 (meters)                     GEOID18
 GE0141  DYNAMIC HEIGHT  -        127.715 (meters)      419.01  (feet) COMP
 GE0141  MODELED GRAVITY -    979,808.8   (mgal)                       NAVD 88
 GE0141
 GE0141  VERT ORDER      -  FIRST     CLASS II
 GE0141
 GE0141.The horizontal coordinates were scaled from a map and have
 GE0141.an estimated accuracy of +/- 6 seconds.
 GE0141
 GE0141.The orthometric height was determined by differential leveling and
 GE0141.adjusted by the NATIONAL GEODETIC SURVEY
 GE0141.in June 1991.
 GE0141
 GE0141.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0141.GEOID18 height accuracy estimate available here.
 GE0141
 GE0141.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA400352(NAD 83)
 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
 GE0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0141.See file dsdata.pdf to determine how the superseded data were derived.
 GE0141
 GE0141_MARKER: DB = BENCH MARK DISK
 GE0141_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GE0141_STAMPING: P 188 1956
 GE0141_MARK LOGO: CGS
 GE0141_MAGNETIC: I = MARKER IS A STEEL ROD
 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 = MARCH 20, 2026 22:17:28 EDT
 FE1839 ***********************************************************************
 FE1839  DESIGNATION -  P 189
 FE1839  PID         -  FE1839
 FE1839  STATE/COUNTY-  AR/MISSISSIPPI
 FE1839  COUNTRY     -  US
 FE1839  USGS QUAD   -  BLYTHEVILLE (2017)
 FE1839
 FE1839                         *CURRENT SURVEY CONTROL
 FE1839  ______________________________________________________________________
 FE1839* NAD 83(1986) POSITION- 35 55 54.     (N) 089 56 00.     (W)   SCALED
 FE1839* NAVD 88 ORTHO HEIGHT -    75.534 (meters)      247.81  (feet) ADJUSTED
 FE1839  ______________________________________________________________________
 FE1839  GEOID HEIGHT    -        -28.118 (meters)                     GEOID18
 FE1839  DYNAMIC HEIGHT  -         75.471 (meters)      247.61  (feet) COMP
 FE1839  MODELED GRAVITY -    979,791.0   (mgal)                       NAVD 88
 FE1839
 FE1839  VERT ORDER      -  FIRST     CLASS II
 FE1839
 FE1839.The horizontal coordinates were scaled from a map and have
 FE1839.an estimated accuracy of +/- 6 seconds.
 FE1839
 FE1839.The orthometric height was determined by differential leveling and
 FE1839.adjusted by the NATIONAL GEODETIC SURVEY
 FE1839.in June 1991.
 FE1839
 FE1839.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE1839.GEOID18 height accuracy estimate available here.
 FE1839
 FE1839.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE353803(NAD 83)
 FE1839
 FE1839                          SUPERSEDED SURVEY CONTROL
 FE1839
 FE1839  NGVD 29 (11/26/84)   75.486  (m)          247.66   (f) ADJUSTED    1 2
 FE1839
 FE1839.Superseded values are not recommended for survey control.
 FE1839
 FE1839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1839.See file dsdata.pdf to determine how the superseded data were derived.
 FE1839
 FE1839_MARKER: DB = BENCH MARK DISK
 FE1839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE1839_STAMPING: P 189 1956
 FE1839_MARK LOGO: CGS
 FE1839_PROJECTION: PROJECTING 8 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0061 ***********************************************************************
 GF0061  DESIGNATION -  P 19
 GF0061  PID         -  GF0061
 GF0061  STATE/COUNTY-  AR/BAXTER
 GF0061  COUNTRY     -  US
 GF0061  USGS QUAD   -  NORFORK DAM SOUTH (2017)
 GF0061
 GF0061                         *CURRENT SURVEY CONTROL
 GF0061  ______________________________________________________________________
 GF0061* NAD 83(1986) POSITION- 36 08 14.     (N) 092 12 55.     (W)   SCALED
 GF0061* NAVD 88 ORTHO HEIGHT -   114.674 (meters)      376.23  (feet) ADJUSTED
 GF0061  ______________________________________________________________________
 GF0061  GEOID HEIGHT    -        -28.162 (meters)                     GEOID18
 GF0061  DYNAMIC HEIGHT  -        114.576 (meters)      375.90  (feet) COMP
 GF0061  MODELED GRAVITY -    979,775.2   (mgal)                       NAVD 88
 GF0061
 GF0061  VERT ORDER      -  SECOND    CLASS 0
 GF0061
 GF0061.The horizontal coordinates were scaled from a map and have
 GF0061.an estimated accuracy of +/- 6 seconds.
 GF0061
 GF0061.The orthometric height was determined by differential leveling and
 GF0061.adjusted by the NATIONAL GEODETIC SURVEY
 GF0061.in June 1991.
 GF0061
 GF0061.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0061.GEOID18 height accuracy estimate available here.
 GF0061
 GF0061.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV706994(NAD 83)
 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
 GF0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0061.See file dsdata.pdf to determine how the superseded data were derived.
 GF0061
 GF0061_MARKER: DB = BENCH MARK DISK
 GF0061_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GF0061_STAMPING: P 19 1934
 GF0061_MARK LOGO: CGS
 GF0061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0061
 GF0061  HISTORY     - Date     Condition        Report By
 GF0061  HISTORY     - 1934     MONUMENTED       CGS
 GF0061  HISTORY     - 1962     MARK NOT FOUND   USGS
 GF0061  HISTORY     - 20100902 MARK NOT FOUND   ARHD
 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.
 GF0061
 GF0061                          STATION RECOVERY (2010)
 GF0061
 GF0061'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2010 (VJB)
 GF0061'NONE OF THE RECOVERY MARKS EXIST
 GF0061'LOCALS SAID THE TRACK WAS MOVED 5' TO 10' INTO THE HILLSIDE, TOWARDS
 GF0061'THE STATION
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1038 ***********************************************************************
 FG1038  DESIGNATION -  P 19
 FG1038  PID         -  FG1038
 FG1038  STATE/COUNTY-  AR/JOHNSON
 FG1038  COUNTRY     -  US
 FG1038  USGS QUAD   -  CLARKSVILLE (2017)
 FG1038
 FG1038                         *CURRENT SURVEY CONTROL
 FG1038  ______________________________________________________________________
 FG1038* NAD 83(1986) POSITION- 35 28 28.     (N) 093 28 00.     (W)   SCALED
 FG1038* NAVD 88 ORTHO HEIGHT -   115.240 (meters)      378.08  (feet) ADJUSTED
 FG1038  ______________________________________________________________________
 FG1038  GEOID HEIGHT    -        -29.108 (meters)                     GEOID18
 FG1038  DYNAMIC HEIGHT  -        115.134 (meters)      377.74  (feet) COMP
 FG1038  MODELED GRAVITY -    979,713.1   (mgal)                       NAVD 88
 FG1038
 FG1038  VERT ORDER      -  FIRST     CLASS II
 FG1038
 FG1038.The horizontal coordinates were scaled from a map and have
 FG1038.an estimated accuracy of +/- 6 seconds.
 FG1038
 FG1038.The orthometric height was determined by differential leveling and
 FG1038.adjusted by the NATIONAL GEODETIC SURVEY
 FG1038.in June 1991.
 FG1038
 FG1038.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1038.GEOID18 height accuracy estimate available here.
 FG1038
 FG1038.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV576257(NAD 83)
 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
 FG1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1038.See file dsdata.pdf to determine how the superseded data were derived.
 FG1038
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0244 ***********************************************************************
 GE0244  DESIGNATION -  P 190
 GE0244  PID         -  GE0244
 GE0244  STATE/COUNTY-  AR/CLAY
 GE0244  COUNTRY     -  US
 GE0244  USGS QUAD   -  CORNING (2017)
 GE0244
 GE0244                         *CURRENT SURVEY CONTROL
 GE0244  ______________________________________________________________________
 GE0244* NAD 83(1986) POSITION- 36 24 02.     (N) 090 35 06.     (W)   SCALED
 GE0244* NAVD 88 ORTHO HEIGHT -    87.850 (meters)      288.22  (feet) ADJUSTED
 GE0244  ______________________________________________________________________
 GE0244  GEOID HEIGHT    -        -28.651 (meters)                     GEOID18
 GE0244  DYNAMIC HEIGHT  -         87.779 (meters)      287.99  (feet) COMP
 GE0244  MODELED GRAVITY -    979,829.3   (mgal)                       NAVD 88
 GE0244
 GE0244  VERT ORDER      -  FIRST     CLASS II
 GE0244
 GE0244.The horizontal coordinates were scaled from a map and have
 GE0244.an estimated accuracy of +/- 6 seconds.
 GE0244
 GE0244.The orthometric height was determined by differential leveling and
 GE0244.adjusted by the NATIONAL GEODETIC SURVEY
 GE0244.in June 1991.
 GE0244
 GE0244.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0244.GEOID18 height accuracy estimate available here.
 GE0244
 GE0244.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA165310(NAD 83)
 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
 GE0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0244.See file dsdata.pdf to determine how the superseded data were derived.
 GE0244
 GE0244_MARKER: DB = BENCH MARK DISK
 GE0244_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GE0244_STAMPING: P 190 1956
 GE0244_MARK LOGO: CGS
 GE0244_PROJECTION: RECESSED 15 CENTIMETERS
 GE0244_MAGNETIC: I = MARKER IS A STEEL ROD
 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 = MARCH 20, 2026 22:17:28 EDT
 DL0391 ***********************************************************************
 DL0391  DESIGNATION -  P 192 X
 DL0391  PID         -  DL0391
 DL0391  STATE/COUNTY-  AR/CLARK
 DL0391  COUNTRY     -  US
 DL0391  USGS QUAD   -  GURDON (2017)
 DL0391
 DL0391                         *CURRENT SURVEY CONTROL
 DL0391  ______________________________________________________________________
 DL0391* NAD 83(1986) POSITION- 33 54 40.     (N) 093 09 17.     (W)   SCALED
 DL0391* NAVD 88 ORTHO HEIGHT -    67.685 (meters)      222.06  (feet) ADJUSTED
 DL0391  ______________________________________________________________________
 DL0391  GEOID HEIGHT    -        -26.706 (meters)                     GEOID18
 DL0391  DYNAMIC HEIGHT  -         67.617 (meters)      221.84  (feet) COMP
 DL0391  MODELED GRAVITY -    979,629.4   (mgal)                       NAVD 88
 DL0391
 DL0391  VERT ORDER      -  FIRST     CLASS II
 DL0391
 DL0391.The horizontal coordinates were scaled from a map and have
 DL0391.an estimated accuracy of +/- 6 seconds.
 DL0391
 DL0391.The orthometric height was determined by differential leveling and
 DL0391.adjusted by the NATIONAL GEODETIC SURVEY
 DL0391.in June 1991.
 DL0391
 DL0391.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0391.GEOID18 height accuracy estimate available here.
 DL0391
 DL0391.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT856523(NAD 83)
 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
 DL0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0391.See file dsdata.pdf to determine how the superseded data were derived.
 DL0391
 DL0391_MARKER: DB = BENCH MARK DISK
 DL0391_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL0391_SP_SET: PLATFORM
 DL0391_STAMPING: P 192 X 1960
 DL0391_MARK LOGO: CGS
 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             CGS
 DL0391  HISTORY     - 20160120 MARK NOT FOUND   ARHD
 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 COAST AND GEODETIC SURVEY 1964
 DL0391'RECOVERED IN GOOD CONDITION.
 DL0391
 DL0391                          STATION RECOVERY (2016)
 DL0391
 DL0391'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (BAB)
 DL0391'THE CONCRETE PLATFORM IS NO LONGER THERE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0302 ***********************************************************************
 DL0302  DESIGNATION -  P 193 X
 DL0302  PID         -  DL0302
 DL0302  STATE/COUNTY-  AR/OUACHITA
 DL0302  COUNTRY     -  US
 DL0302  USGS QUAD   -  BRAGG CITY (2017)
 DL0302
 DL0302                         *CURRENT SURVEY CONTROL
 DL0302  ______________________________________________________________________
 DL0302* NAD 83(1986) POSITION- 33 40 10.     (N) 092 57 52.     (W)   SCALED
 DL0302* NAVD 88 ORTHO HEIGHT -    43.020 (meters)      141.14  (feet) ADJUSTED
 DL0302  ______________________________________________________________________
 DL0302  GEOID HEIGHT    -        -26.403 (meters)                     GEOID18
 DL0302  DYNAMIC HEIGHT  -         42.976 (meters)      141.00  (feet) COMP
 DL0302  MODELED GRAVITY -    979,605.2   (mgal)                       NAVD 88
 DL0302
 DL0302  VERT ORDER      -  FIRST     CLASS II
 DL0302
 DL0302.The horizontal coordinates were scaled from a map and have
 DL0302.an estimated accuracy of +/- 6 seconds.
 DL0302
 DL0302.The orthometric height was determined by differential leveling and
 DL0302.adjusted by the NATIONAL GEODETIC SURVEY
 DL0302.in June 1991.
 DL0302
 DL0302.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0302.GEOID18 height accuracy estimate available here.
 DL0302
 DL0302.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT032255(NAD 83)
 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
 DL0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0302.See file dsdata.pdf to determine how the superseded data were derived.
 DL0302
 DL0302_MARKER: DB = BENCH MARK DISK
 DL0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0302_STAMPING: P 193 1959
 DL0302_MARK LOGO: CGS
 DL0302_PROJECTION: PROJECTING 18 CENTIMETERS
 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             CGS
 DL0302  HISTORY     - 1964     GOOD             CGS
 DL0302
 DL0302                          STATION DESCRIPTION
 DL0302
 DL0302'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1964
 DL0302'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0193 ***********************************************************************
 DL0193  DESIGNATION -  P 196
 DL0193  PID         -  DL0193
 DL0193  STATE/COUNTY-  AR/OUACHITA
 DL0193  COUNTRY     -  US
 DL0193  USGS QUAD   -  CAMDEN (2017)
 DL0193
 DL0193                         *CURRENT SURVEY CONTROL
 DL0193  ______________________________________________________________________
 DL0193* NAD 83(1986) POSITION- 33 30 02.     (N) 092 47 29.     (W)   SCALED
 DL0193* NAVD 88 ORTHO HEIGHT -    37.523 (meters)      123.11  (feet) ADJUSTED
 DL0193  ______________________________________________________________________
 DL0193  GEOID HEIGHT    -        -26.269 (meters)                     GEOID18
 DL0193  DYNAMIC HEIGHT  -         37.484 (meters)      122.98  (feet) COMP
 DL0193  MODELED GRAVITY -    979,597.0   (mgal)                       NAVD 88
 DL0193
 DL0193  VERT ORDER      -  FIRST     CLASS II
 DL0193
 DL0193.The horizontal coordinates were scaled from a map and have
 DL0193.an estimated accuracy of +/- 6 seconds.
 DL0193
 DL0193.The orthometric height was determined by differential leveling and
 DL0193.adjusted by the NATIONAL GEODETIC SURVEY
 DL0193.in June 1991.
 DL0193
 DL0193.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0193.GEOID18 height accuracy estimate available here.
 DL0193
 DL0193.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT193068(NAD 83)
 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
 DL0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0193.See file dsdata.pdf to determine how the superseded data were derived.
 DL0193
 DL0193_MARKER: DB = BENCH MARK DISK
 DL0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0193_STAMPING: P 196 1960
 DL0193_MARK LOGO: CGS
 DL0193_PROJECTION: PROJECTING 18 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 DL0365 ***********************************************************************
 DL0365  DESIGNATION -  P 197
 DL0365  PID         -  DL0365
 DL0365  STATE/COUNTY-  AR/OUACHITA
 DL0365  COUNTRY     -  US
 DL0365  USGS QUAD   -  HARMONY GROVE (2017)
 DL0365
 DL0365                         *CURRENT SURVEY CONTROL
 DL0365  ______________________________________________________________________
 DL0365* NAD 83(1986) POSITION- 33 38 15.     (N) 092 47 56.     (W)   SCALED
 DL0365* NAVD 88 ORTHO HEIGHT -    34.744 (meters)      113.99  (feet) ADJUSTED
 DL0365  ______________________________________________________________________
 DL0365  GEOID HEIGHT    -        -26.276 (meters)                     GEOID18
 DL0365  DYNAMIC HEIGHT  -         34.709 (meters)      113.87  (feet) COMP
 DL0365  MODELED GRAVITY -    979,613.6   (mgal)                       NAVD 88
 DL0365
 DL0365  VERT ORDER      -  FIRST     CLASS II
 DL0365
 DL0365.The horizontal coordinates were scaled from a map and have
 DL0365.an estimated accuracy of +/- 6 seconds.
 DL0365
 DL0365.The orthometric height was determined by differential leveling and
 DL0365.adjusted by the NATIONAL GEODETIC SURVEY
 DL0365.in June 1991.
 DL0365
 DL0365.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0365.GEOID18 height accuracy estimate available here.
 DL0365
 DL0365.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT186219(NAD 83)
 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
 DL0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0365.See file dsdata.pdf to determine how the superseded data were derived.
 DL0365
 DL0365_MARKER: DB = BENCH MARK DISK
 DL0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0365_STAMPING: P 197 1960
 DL0365_MARK LOGO: CGS
 DL0365_PROJECTION: PROJECTING 5 CENTIMETERS
 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             CGS
 DL0365  HISTORY     - 20060106 MARK NOT FOUND   ARHD
 DL0365  HISTORY     - 20090610 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 COAST AND GEODETIC SURVEY 1964
 DL0365'RECOVERED IN GOOD CONDITION.
 DL0365
 DL0365                          STATION RECOVERY (2006)
 DL0365
 DL0365'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2006 (VJB)
 DL0365'MARK NOT FOUND.
 DL0365
 DL0365                          STATION RECOVERY (2009)
 DL0365
 DL0365'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2009 (ST)
 DL0365'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0225 ***********************************************************************
 DL0225  DESIGNATION -  P 198
 DL0225  PID         -  DL0225
 DL0225  STATE/COUNTY-  AR/UNION
 DL0225  COUNTRY     -  US
 DL0225  USGS QUAD   -  SMACKOVER (2017)
 DL0225
 DL0225                         *CURRENT SURVEY CONTROL
 DL0225  ______________________________________________________________________
 DL0225* NAD 83(1986) POSITION- 33 18 55.     (N) 092 39 39.     (W)   SCALED
 DL0225* NAVD 88 ORTHO HEIGHT -    52.110 (meters)      170.96  (feet) ADJUSTED
 DL0225  ______________________________________________________________________
 DL0225  GEOID HEIGHT    -        -26.288 (meters)                     GEOID18
 DL0225  DYNAMIC HEIGHT  -         52.055 (meters)      170.78  (feet) COMP
 DL0225  MODELED GRAVITY -    979,578.0   (mgal)                       NAVD 88
 DL0225
 DL0225  VERT ORDER      -  FIRST     CLASS II
 DL0225
 DL0225.The horizontal coordinates were scaled from a map and have
 DL0225.an estimated accuracy of +/- 6 seconds.
 DL0225
 DL0225.The orthometric height was determined by differential leveling and
 DL0225.adjusted by the NATIONAL GEODETIC SURVEY
 DL0225.in June 1991.
 DL0225
 DL0225.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0225.GEOID18 height accuracy estimate available here.
 DL0225
 DL0225.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS315862(NAD 83)
 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
 DL0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0225.See file dsdata.pdf to determine how the superseded data were derived.
 DL0225
 DL0225_MARKER: DB = BENCH MARK DISK
 DL0225_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DL0225+WITH SETTING: PAVEMENT
 DL0225_SP_SET: SEMAPHORE BASE
 DL0225_STAMPING: P 198 1960
 DL0225_MARK LOGO: CGS
 DL0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0225+STABILITY: SURFACE MOTION
 DL0225
 DL0225  HISTORY     - Date     Condition        Report By
 DL0225  HISTORY     - 1960     MONUMENTED       CGS
 DL0225  HISTORY     - 1964     GOOD             CGS
 DL0225  HISTORY     - 20110228 MARK NOT FOUND   INDIV
 DL0225
 DL0225                          STATION DESCRIPTION
 DL0225
 DL0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0225'AT NORPHLET, IN SECTION 21, T16S, R15W, 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 COAST AND GEODETIC SURVEY 1964
 DL0225'RECOVERED IN GOOD CONDITION.
 DL0225
 DL0225                          STATION RECOVERY (2011)
 DL0225
 DL0225'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (GSS)
 DL0225'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0845 ***********************************************************************
 DL0845  DESIGNATION -  P 199
 DL0845  PID         -  DL0845
 DL0845  STATE/COUNTY-  AR/LAFAYETTE
 DL0845  COUNTRY     -  US
 DL0845  USGS QUAD   -  CANFIELD (2017)
 DL0845
 DL0845                         *CURRENT SURVEY CONTROL
 DL0845  ______________________________________________________________________
 DL0845* NAD 83(1986) POSITION- 33 07 44.     (N) 093 44 39.     (W)   SCALED
 DL0845* NAVD 88 ORTHO HEIGHT -    64.283 (meters)      210.90  (feet) ADJUSTED
 DL0845  ______________________________________________________________________
 DL0845  GEOID HEIGHT    -        -26.547 (meters)                     GEOID18
 DL0845  DYNAMIC HEIGHT  -         64.213 (meters)      210.67  (feet) COMP
 DL0845  MODELED GRAVITY -    979,550.0   (mgal)                       NAVD 88
 DL0845
 DL0845  VERT ORDER      -  FIRST     CLASS II
 DL0845
 DL0845.The horizontal coordinates were scaled from a map and have
 DL0845.an estimated accuracy of +/- 6 seconds.
 DL0845
 DL0845.The orthometric height was determined by differential leveling and
 DL0845.adjusted by the NATIONAL GEODETIC SURVEY
 DL0845.in June 1991.
 DL0845
 DL0845.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0845.GEOID18 height accuracy estimate available here.
 DL0845
 DL0845.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS305658(NAD 83)
 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
 DL0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0845.See file dsdata.pdf to determine how the superseded data were derived.
 DL0845
 DL0845_MARKER: DB = BENCH MARK DISK
 DL0845_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL0845_SP_SET: CULVERT HEADWALL
 DL0845_STAMPING: P 199 1960
 DL0845_MARK LOGO: CGS
 DL0845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0845+STABILITY: SURFACE MOTION
 DL0845
 DL0845  HISTORY     - Date     Condition        Report By
 DL0845  HISTORY     - 1960     MONUMENTED       CGS
 DL0845  HISTORY     - 1963     GOOD             CGS
 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 COAST AND GEODETIC SURVEY 1963
 DL0845'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GE0490 ***********************************************************************
 GE0490  DESIGNATION -  P 2
 GE0490  PID         -  GE0490
 GE0490  STATE/COUNTY-  AR/LAWRENCE
 GE0490  COUNTRY     -  US
 GE0490  USGS QUAD   -  BLACK ROCK (2017)
 GE0490
 GE0490                         *CURRENT SURVEY CONTROL
 GE0490  ______________________________________________________________________
 GE0490* NAD 83(1986) POSITION- 36 04 08.     (N) 091 01 04.     (W)   SCALED
 GE0490* NAVD 88 ORTHO HEIGHT -    79.710 (meters)      261.52  (feet) ADJUSTED
 GE0490  ______________________________________________________________________
 GE0490  GEOID HEIGHT    -        -28.081 (meters)                     GEOID18
 GE0490  DYNAMIC HEIGHT  -         79.644 (meters)      261.30  (feet) COMP
 GE0490  MODELED GRAVITY -    979,807.7   (mgal)                       NAVD 88
 GE0490
 GE0490  VERT ORDER      -  FIRST     CLASS II
 GE0490
 GE0490.The horizontal coordinates were scaled from a map and have
 GE0490.an estimated accuracy of +/- 6 seconds.
 GE0490
 GE0490.The orthometric height was determined by differential leveling and
 GE0490.adjusted by the NATIONAL GEODETIC SURVEY
 GE0490.in June 1991.
 GE0490
 GE0490.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0490.GEOID18 height accuracy estimate available here.
 GE0490
 GE0490.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV785934(NAD 83)
 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
 GE0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0490.See file dsdata.pdf to determine how the superseded data were derived.
 GE0490
 GE0490_MARKER: DB = BENCH MARK DISK
 GE0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0490_STAMPING: 261.227 P 2 1928
 GE0490_MARK LOGO: CGS
 GE0490_PROJECTION: PROJECTING 13 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0040 ***********************************************************************
 GF0040  DESIGNATION -  P 2
 GF0040  PID         -  GF0040
 GF0040  STATE/COUNTY-  AR/BAXTER
 GF0040  COUNTRY     -  US
 GF0040  USGS QUAD   -  MOUNTAIN HOME WEST (2017)
 GF0040
 GF0040                         *CURRENT SURVEY CONTROL
 GF0040  ______________________________________________________________________
 GF0040* NAD 83(1986) POSITION- 36 15 31.     (N) 092 29 06.     (W)   SCALED
 GF0040* NAVD 88 ORTHO HEIGHT -   131.962 (meters)      432.95  (feet) ADJUSTED
 GF0040  ______________________________________________________________________
 GF0040  GEOID HEIGHT    -        -28.456 (meters)                     GEOID18
 GF0040  DYNAMIC HEIGHT  -        131.848 (meters)      432.57  (feet) COMP
 GF0040  MODELED GRAVITY -    979,771.5   (mgal)                       NAVD 88
 GF0040
 GF0040  VERT ORDER      -  SECOND    CLASS 0
 GF0040
 GF0040.The horizontal coordinates were scaled from a map and have
 GF0040.an estimated accuracy of +/- 6 seconds.
 GF0040
 GF0040.The orthometric height was determined by differential leveling and
 GF0040.adjusted by the NATIONAL GEODETIC SURVEY
 GF0040.in June 1991.
 GF0040
 GF0040.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0040.GEOID18 height accuracy estimate available here.
 GF0040
 GF0040.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA462127(NAD 83)
 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
 GF0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0040.See file dsdata.pdf to determine how the superseded data were derived.
 GF0040
 GF0040_MARKER: DB = BENCH MARK DISK
 GF0040_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GF0040_STAMPING: P 2 1934
 GF0040_MARK LOGO: CGS
 GF0040_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0040
 GF0040  HISTORY     - Date     Condition        Report By
 GF0040  HISTORY     - 1934     MONUMENTED       CGS
 GF0040  HISTORY     - 20100913 MARK NOT FOUND   ARHD
 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.
 GF0040
 GF0040                          STATION RECOVERY (2010)
 GF0040
 GF0040'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2010 (VJB)
 GF0040'BRIDGE HAS BEEN REPLACED
 GF0040'R/W FENCE IS CLOSER TO THE TRACKS
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FH0128 ***********************************************************************
 FH0128  DESIGNATION -  P 20
 FH0128  PID         -  FH0128
 FH0128  STATE/COUNTY-  AR/SCOTT
 FH0128  COUNTRY     -  US
 FH0128  USGS QUAD   -  ABBOTT (2017)
 FH0128
 FH0128                         *CURRENT SURVEY CONTROL
 FH0128  ______________________________________________________________________
 FH0128* NAD 83(1986) POSITION- 35 03 49.     (N) 094 14 54.     (W)   SCALED
 FH0128* NAVD 88 ORTHO HEIGHT -   180.178 (meters)      591.13  (feet) ADJUSTED
 FH0128  ______________________________________________________________________
 FH0128  GEOID HEIGHT    -        -30.802 (meters)                     GEOID18
 FH0128  DYNAMIC HEIGHT  -        179.996 (meters)      590.54  (feet) COMP
 FH0128  MODELED GRAVITY -    979,621.5   (mgal)                       NAVD 88
 FH0128
 FH0128  VERT ORDER      -  SECOND    CLASS I
 FH0128
 FH0128.The horizontal coordinates were scaled from a map and have
 FH0128.an estimated accuracy of +/- 6 seconds.
 FH0128
 FH0128.The orthometric height was determined by differential leveling and
 FH0128.adjusted by the NATIONAL GEODETIC SURVEY
 FH0128.in September 2023.
 FH0128
 FH0128.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0128.GEOID18 height accuracy estimate available here.
 FH0128
 FH0128.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU861808(NAD 83)
 FH0128
 FH0128                          SUPERSEDED SURVEY CONTROL
 FH0128
 FH0128  NAVD 88 (06/15/91)  180.006  (m)          590.57   (f) SUPERSEDED  1 2
 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
 FH0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0128.See file dsdata.pdf to determine how the superseded data were derived.
 FH0128
 FH0128_MARKER: DB = BENCH MARK DISK
 FH0128_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FH0128_SP_SET: CULVERT HEADWALL
 FH0128_STAMPING: P 20 1931
 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             CGS
 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  HISTORY     - 20070807 MARK NOT FOUND   ARHD
 FH0128
 FH0128                          STATION DESCRIPTION
 FH0128
 FH0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 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'IN 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'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.
 FH0128
 FH0128                          STATION RECOVERY (2007)
 FH0128
 FH0128'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2007
 FH0128'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0060 ***********************************************************************
 FG0060  DESIGNATION -  P 20
 FG0060  PID         -  FG0060
 FG0060  STATE/COUNTY-  AR/IZARD
 FG0060  COUNTRY     -  US
 FG0060  USGS QUAD   -  SYLAMORE (2017)
 FG0060
 FG0060                         *CURRENT SURVEY CONTROL
 FG0060  ______________________________________________________________________
 FG0060* NAD 83(1986) POSITION- 35 58 47.     (N) 092 04 53.     (W)   SCALED
 FG0060* NAVD 88 ORTHO HEIGHT -   104.236 (meters)      341.98  (feet) ADJUSTED
 FG0060  ______________________________________________________________________
 FG0060  GEOID HEIGHT    -        -27.858 (meters)                     GEOID18
 FG0060  DYNAMIC HEIGHT  -        104.146 (meters)      341.69  (feet) COMP
 FG0060  MODELED GRAVITY -    979,766.1   (mgal)                       NAVD 88
 FG0060
 FG0060  VERT ORDER      -  SECOND    CLASS 0
 FG0060
 FG0060.The horizontal coordinates were scaled from a map and have
 FG0060.an estimated accuracy of +/- 6 seconds.
 FG0060
 FG0060.The orthometric height was determined by differential leveling and
 FG0060.adjusted by the NATIONAL GEODETIC SURVEY
 FG0060.in June 1991.
 FG0060
 FG0060.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0060.GEOID18 height accuracy estimate available here.
 FG0060
 FG0060.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV828820(NAD 83)
 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
 FG0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0060.See file dsdata.pdf to determine how the superseded data were derived.
 FG0060
 FG0060_MARKER: DB = BENCH MARK DISK
 FG0060_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0060_STAMPING: P 20 1934
 FG0060_MARK LOGO: CGS
 FG0060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 DL0128 ***********************************************************************
 DL0128  DESIGNATION -  P 200
 DL0128  PID         -  DL0128
 DL0128  STATE/COUNTY-  AR/UNION
 DL0128  COUNTRY     -  US
 DL0128  USGS QUAD   -  NEW UNION (2017)
 DL0128
 DL0128                         *CURRENT SURVEY CONTROL
 DL0128  ______________________________________________________________________
 DL0128* NAD 83(1986) POSITION- 33 08 48.     (N) 092 10 22.     (W)   SCALED
 DL0128* NAVD 88 ORTHO HEIGHT -    28.320 (meters)       92.91  (feet) ADJUSTED
 DL0128  ______________________________________________________________________
 DL0128  GEOID HEIGHT    -        -26.083 (meters)                     GEOID18
 DL0128  DYNAMIC HEIGHT  -         28.290 (meters)       92.81  (feet) COMP
 DL0128  MODELED GRAVITY -    979,566.3   (mgal)                       NAVD 88
 DL0128
 DL0128  VERT ORDER      -  FIRST     CLASS II
 DL0128
 DL0128.The horizontal coordinates were scaled from a map and have
 DL0128.an estimated accuracy of +/- 6 seconds.
 DL0128
 DL0128.The orthometric height was determined by differential leveling and
 DL0128.adjusted by the NATIONAL GEODETIC SURVEY
 DL0128.in June 1991.
 DL0128
 DL0128.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0128.GEOID18 height accuracy estimate available here.
 DL0128
 DL0128.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS771678(NAD 83)
 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
 DL0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0128.See file dsdata.pdf to determine how the superseded data were derived.
 DL0128
 DL0128_MARKER: DB = BENCH MARK DISK
 DL0128_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL0128_SP_SET: BRIDGE
 DL0128_STAMPING: P 200 1960
 DL0128_MARK LOGO: CGS
 DL0128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0128
 DL0128  HISTORY     - Date     Condition        Report By
 DL0128  HISTORY     - 1960     MONUMENTED       CGS
 DL0128  HISTORY     - 1964     GOOD             CGS
 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 COAST AND GEODETIC SURVEY 1964
 DL0128'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0087 ***********************************************************************
 DL0087  DESIGNATION -  P 201
 DL0087  PID         -  DL0087
 DL0087  STATE/COUNTY-  AR/UNION
 DL0087  COUNTRY     -  US
 DL0087  USGS QUAD   -  HARRELL BRAKE (2017)
 DL0087
 DL0087                         *CURRENT SURVEY CONTROL
 DL0087  ______________________________________________________________________
 DL0087* NAD 83(1986) POSITION- 33 15 22.     (N) 092 25 51.     (W)   SCALED
 DL0087* NAVD 88 ORTHO HEIGHT -    63.998 (meters)      209.97  (feet) ADJUSTED
 DL0087  ______________________________________________________________________
 DL0087  GEOID HEIGHT    -        -26.244 (meters)                     GEOID18
 DL0087  DYNAMIC HEIGHT  -         63.929 (meters)      209.74  (feet) COMP
 DL0087  MODELED GRAVITY -    979,566.4   (mgal)                       NAVD 88
 DL0087
 DL0087  VERT ORDER      -  FIRST     CLASS II
 DL0087
 DL0087.The horizontal coordinates were scaled from a map and have
 DL0087.an estimated accuracy of +/- 6 seconds.
 DL0087
 DL0087.The orthometric height was determined by differential leveling and
 DL0087.adjusted by the NATIONAL GEODETIC SURVEY
 DL0087.in June 1991.
 DL0087
 DL0087.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0087.GEOID18 height accuracy estimate available here.
 DL0087
 DL0087.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS530798(NAD 83)
 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
 DL0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0087.See file dsdata.pdf to determine how the superseded data were derived.
 DL0087
 DL0087_MARKER: DB = BENCH MARK DISK
 DL0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0087_STAMPING: P 201 1960
 DL0087_MARK LOGO: CGS
 DL0087_PROJECTION: PROJECTING 18 CENTIMETERS
 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             CGS
 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DL0558 ***********************************************************************
 DL0558  DESIGNATION -  P 202
 DL0558  PID         -  DL0558
 DL0558  STATE/COUNTY-  AR/COLUMBIA
 DL0558  COUNTRY     -  US
 DL0558  USGS QUAD   -  BUCKNER (2017)
 DL0558
 DL0558                         *CURRENT SURVEY CONTROL
 DL0558  ______________________________________________________________________
 DL0558* NAD 83(1986) POSITION- 33 21 18.     (N) 093 23 13.     (W)   SCALED
 DL0558* NAVD 88 ORTHO HEIGHT -    86.561 (meters)      283.99  (feet) ADJUSTED
 DL0558  ______________________________________________________________________
 DL0558  GEOID HEIGHT    -        -26.614 (meters)                     GEOID18
 DL0558  DYNAMIC HEIGHT  -         86.469 (meters)      283.69  (feet) COMP
 DL0558  MODELED GRAVITY -    979,567.1   (mgal)                       NAVD 88
 DL0558
 DL0558  VERT ORDER      -  FIRST     CLASS II
 DL0558
 DL0558.The horizontal coordinates were scaled from a map and have
 DL0558.an estimated accuracy of +/- 6 seconds.
 DL0558
 DL0558.The orthometric height was determined by differential leveling and
 DL0558.adjusted by the NATIONAL GEODETIC SURVEY
 DL0558.in June 1991.
 DL0558
 DL0558.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0558.GEOID18 height accuracy estimate available here.
 DL0558
 DL0558.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS639907(NAD 83)
 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
 DL0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0558.See file dsdata.pdf to determine how the superseded data were derived.
 DL0558
 DL0558_MARKER: DB = BENCH MARK DISK
 DL0558_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL0558_STAMPING: P 202 1960
 DL0558_MARK LOGO: CGS
 DL0558_MAGNETIC: I = MARKER IS A STEEL ROD
 DL0558_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL0558_ROD/PIPE-DEPTH: 7.3 meters
 DL0558
 DL0558  HISTORY     - Date     Condition        Report By
 DL0558  HISTORY     - 1960     MONUMENTED       CGS
 DL0558  HISTORY     - 1963     GOOD             CGS
 DL0558  HISTORY     - 20110622 MARK NOT FOUND   ARHD
 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 COAST AND GEODETIC SURVEY 1963
 DL0558'RECOVERED IN GOOD CONDITION.
 DL0558
 DL0558                          STATION RECOVERY (2011)
 DL0558
 DL0558'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (MCA)
 DL0558'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0776 ***********************************************************************
 DL0776  DESIGNATION -  P 203
 DL0776  PID         -  DL0776
 DL0776  STATE/COUNTY-  AR/LAFAYETTE
 DL0776  COUNTRY     -  US
 DL0776  USGS QUAD   -  CANFIELD (2017)
 DL0776
 DL0776                         *CURRENT SURVEY CONTROL
 DL0776  ______________________________________________________________________
 DL0776* NAD 83(1986) POSITION- 33 11 56.     (N) 093 37 43.     (W)   SCALED
 DL0776* NAVD 88 ORTHO HEIGHT -    79.543 (meters)      260.97  (feet) ADJUSTED
 DL0776  ______________________________________________________________________
 DL0776  GEOID HEIGHT    -        -26.562 (meters)                     GEOID18
 DL0776  DYNAMIC HEIGHT  -         79.457 (meters)      260.69  (feet) COMP
 DL0776  MODELED GRAVITY -    979,558.1   (mgal)                       NAVD 88
 DL0776
 DL0776  VERT ORDER      -  FIRST     CLASS II
 DL0776
 DL0776.The horizontal coordinates were scaled from a map and have
 DL0776.an estimated accuracy of +/- 6 seconds.
 DL0776
 DL0776.The orthometric height was determined by differential leveling and
 DL0776.adjusted by the NATIONAL GEODETIC SURVEY
 DL0776.in June 1991.
 DL0776
 DL0776.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0776.GEOID18 height accuracy estimate available here.
 DL0776
 DL0776.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS414735(NAD 83)
 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
 DL0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0776.See file dsdata.pdf to determine how the superseded data were derived.
 DL0776
 DL0776_MARKER: DB = BENCH MARK DISK
 DL0776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0776_STAMPING: P 203 1960
 DL0776_MARK LOGO: CGS
 DL0776_PROJECTION: PROJECTING 15 CENTIMETERS
 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             CGS
 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DL0516 ***********************************************************************
 DL0516  DESIGNATION -  P 204
 DL0516  PID         -  DL0516
 DL0516  STATE/COUNTY-  AR/OUACHITA
 DL0516  COUNTRY     -  US
 DL0516  USGS QUAD   -  STEPHENS (2017)
 DL0516
 DL0516                         *CURRENT SURVEY CONTROL
 DL0516  ______________________________________________________________________
 DL0516* NAD 83(1986) POSITION- 33 25 21.     (N) 093 03 21.     (W)   SCALED
 DL0516* NAVD 88 ORTHO HEIGHT -    83.009 (meters)      272.34  (feet) ADJUSTED
 DL0516  ______________________________________________________________________
 DL0516  GEOID HEIGHT    -        -26.394 (meters)                     GEOID18
 DL0516  DYNAMIC HEIGHT  -         82.921 (meters)      272.05  (feet) COMP
 DL0516  MODELED GRAVITY -    979,583.9   (mgal)                       NAVD 88
 DL0516
 DL0516  VERT ORDER      -  FIRST     CLASS II
 DL0516
 DL0516.The horizontal coordinates were scaled from a map and have
 DL0516.an estimated accuracy of +/- 6 seconds.
 DL0516
 DL0516.The orthometric height was determined by differential leveling and
 DL0516.adjusted by the NATIONAL GEODETIC SURVEY
 DL0516.in June 1991.
 DL0516
 DL0516.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0516.GEOID18 height accuracy estimate available here.
 DL0516
 DL0516.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS948981(NAD 83)
 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
 DL0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0516.See file dsdata.pdf to determine how the superseded data were derived.
 DL0516
 DL0516_MARKER: DB = BENCH MARK DISK
 DL0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0516_STAMPING: P 204 1960
 DL0516_MARK LOGO: CGS
 DL0516_PROJECTION: PROJECTING 15 CENTIMETERS
 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             CGS
 DL0516  HISTORY     - 20110921 MARK NOT FOUND   ARHD
 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 COAST AND GEODETIC SURVEY 1964
 DL0516'RECOVERED IN GOOD CONDITION.
 DL0516
 DL0516                          STATION RECOVERY (2011)
 DL0516
 DL0516'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (AMC)
 DL0516'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0831 ***********************************************************************
 DL0831  DESIGNATION -  P 205 RESET
 DL0831  PID         -  DL0831
 DL0831  STATE/COUNTY-  AR/LAFAYETTE
 DL0831  COUNTRY     -  US
 DL0831  USGS QUAD   -  LEWISVILLE (2017)
 DL0831
 DL0831                         *CURRENT SURVEY CONTROL
 DL0831  ______________________________________________________________________
 DL0831* NAD 83(1986) POSITION- 33 21 32.     (N) 093 36 47.     (W)   SCALED
 DL0831* NAVD 88 ORTHO HEIGHT -    81.32  (meters)      266.8   (feet) RESET
 DL0831  ______________________________________________________________________
 DL0831  GEOID HEIGHT    -        -26.744 (meters)                     GEOID18
 DL0831  VERT ORDER      -  THIRD
 DL0831
 DL0831.The horizontal coordinates were scaled from a map and have
 DL0831.an estimated accuracy of +/- 6 seconds.
 DL0831
 DL0831.The orthometric height was computed from unverified reset data.
 DL0831
 DL0831.No vertical observational check was made to the station.
 DL0831
 DL0831.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0831.GEOID18 height accuracy estimate available here.
 DL0831
 DL0831.Click photographs - Photos may exist for this station.
 DL0831
 DL0831;                    North         East    Units  Estimated Accuracy
 DL0831;SPC AR S     -   477,960.      249,880.      MT  (+/- 180 meters Scaled)
 DL0831
 DL0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS429912(NAD 83)
 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
 DL0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0831.See file dsdata.pdf to determine how the superseded data were derived.
 DL0831
 DL0831_MARKER: DB = BENCH MARK DISK
 DL0831_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL0831_SP_SET: CULVERT HEADWALL
 DL0831_STAMPING: P 205 RESET 1965
 DL0831_MARK LOGO: CGS
 DL0831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0831+STABILITY: SURFACE MOTION
 DL0831
 DL0831  HISTORY     - Date     Condition        Report By
 DL0831  HISTORY     - 1965     MONUMENTED       ARHD
 DL0831  HISTORY     - 1966     GOOD             CGS
 DL0831
 DL0831                          STATION DESCRIPTION
 DL0831
 DL0831'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FF1522 ***********************************************************************
 FF1522  DESIGNATION -  P 206
 FF1522  PID         -  FF1522
 FF1522  STATE/COUNTY-  AR/WHITE
 FF1522  COUNTRY     -  US
 FF1522  USGS QUAD   -  SIDON (2017)
 FF1522
 FF1522                         *CURRENT SURVEY CONTROL
 FF1522  ______________________________________________________________________
 FF1522* NAD 83(1986) POSITION- 35 16 31.     (N) 091 55 57.     (W)   SCALED
 FF1522* NAVD 88 ORTHO HEIGHT -   140.932 (meters)      462.37  (feet) ADJUSTED
 FF1522  ______________________________________________________________________
 FF1522  GEOID HEIGHT    -        -27.472 (meters)                     GEOID18
 FF1522  DYNAMIC HEIGHT  -        140.802 (meters)      461.95  (feet) COMP
 FF1522  MODELED GRAVITY -    979,709.1   (mgal)                       NAVD 88
 FF1522
 FF1522  VERT ORDER      -  SECOND    CLASS 0
 FF1522
 FF1522.The horizontal coordinates were scaled from a map and have
 FF1522.an estimated accuracy of +/- 6 seconds.
 FF1522
 FF1522.The orthometric height was determined by differential leveling and
 FF1522.adjusted by the NATIONAL GEODETIC SURVEY
 FF1522.in June 1991.
 FF1522
 FF1522.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1522.GEOID18 height accuracy estimate available here.
 FF1522
 FF1522.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV970040(NAD 83)
 FF1522
 FF1522                          SUPERSEDED SURVEY CONTROL
 FF1522
 FF1522  NGVD 29 (11/26/84)  140.882  (m)          462.21   (f) ADJUSTED    2 0
 FF1522
 FF1522.Superseded values are not recommended for survey control.
 FF1522
 FF1522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1522.See file dsdata.pdf to determine how the superseded data were derived.
 FF1522
 FF1522_MARKER: DB = BENCH MARK DISK
 FF1522_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FF1522_SP_SET: CULVERT HEADWALL
 FF1522_STAMPING: P 206 1962
 FF1522_MARK LOGO: CGS
 FF1522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1522+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0178 ***********************************************************************
 FG0178  DESIGNATION -  P 207
 FG0178  PID         -  FG0178
 FG0178  STATE/COUNTY-  AR/FAULKNER
 FG0178  COUNTRY     -  US
 FG0178  USGS QUAD   -  GUY (2017)
 FG0178
 FG0178                         *CURRENT SURVEY CONTROL
 FG0178  ______________________________________________________________________
 FG0178* NAD 83(1986) POSITION- 35 19 47.86   (N) 092 16 01.46   (W)   HD_HELD1
 FG0178* NAVD 88 ORTHO HEIGHT -   253.967 (meters)      833.22  (feet) ADJUSTED
 FG0178  ______________________________________________________________________
 FG0178  GEOID HEIGHT    -        -27.794 (meters)                     GEOID18
 FG0178  DYNAMIC HEIGHT  -        253.730 (meters)      832.45  (feet) COMP
 FG0178  MODELED GRAVITY -    979,693.4   (mgal)                       NAVD 88
 FG0178
 FG0178  VERT ORDER      -  SECOND    CLASS 0
 FG0178
 FG0178.The horizontal coordinates were determined by differentially corrected
 FG0178.hand held GPS observations or other comparable positioning techniques
 FG0178.and have an estimated accuracy of +/- 3 meters.
 FG0178
 FG0178.The orthometric height was determined by differential leveling and
 FG0178.adjusted by the NATIONAL GEODETIC SURVEY
 FG0178.in June 1991.
 FG0178
 FG0178.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0178.GEOID18 height accuracy estimate available here.
 FG0178
 FG0178.Click photographs - Photos may exist for this station.
 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     -   110,600.1     375,719.1     MT  (+/- 3 meters HH1 GPS) 
 FG0178
 FG0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV6661109881(NAD 83)
 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
 FG0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0178.See file dsdata.pdf to determine how the superseded data were derived.
 FG0178
 FG0178_MARKER: DB = BENCH MARK DISK
 FG0178_SETTING: 80 = SET IN A BOULDER
 FG0178_STAMPING: P 207 1962
 FG0178_MARK LOGO: CGS
 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 - April 11, 2015
 FG0178
 FG0178  HISTORY     - Date     Condition        Report By
 FG0178  HISTORY     - 1962     MONUMENTED       CGS
 FG0178  HISTORY     - 20060925 GOOD             JCLS
 FG0178  HISTORY     - 20101026 GOOD             NGS
 FG0178  HISTORY     - 20140430 GOOD             ARHD
 FG0178  HISTORY     - 20150411 GOOD             ARHD
 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.
 FG0178
 FG0178                          STATION RECOVERY (2010)
 FG0178
 FG0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2010 (JBW)
 FG0178'RECOVERED IN GOOD CONDITION.
 FG0178
 FG0178                          STATION RECOVERY (2014)
 FG0178
 FG0178'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014
 FG0178'RECOVERED IN GOOD CONDITION.
 FG0178
 FG0178                          STATION RECOVERY (2015)
 FG0178
 FG0178'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (WDA)
 FG0178'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0183 ***********************************************************************
 FG0183  DESIGNATION -  P 208
 FG0183  PID         -  FG0183
 FG0183  STATE/COUNTY-  AR/FAULKNER
 FG0183  COUNTRY     -  US
 FG0183  USGS QUAD   -  BARNEY (2017)
 FG0183
 FG0183                         *CURRENT SURVEY CONTROL
 FG0183  ______________________________________________________________________
 FG0183* NAD 83(1986) POSITION- 35 20 33.     (N) 092 14 53.     (W)   SCALED
 FG0183* NAVD 88 ORTHO HEIGHT -   221.646 (meters)      727.18  (feet) ADJUSTED
 FG0183  ______________________________________________________________________
 FG0183  GEOID HEIGHT    -        -27.768 (meters)                     GEOID18
 FG0183  DYNAMIC HEIGHT  -        221.440 (meters)      726.51  (feet) COMP
 FG0183  MODELED GRAVITY -    979,699.4   (mgal)                       NAVD 88
 FG0183
 FG0183  VERT ORDER      -  SECOND    CLASS 0
 FG0183
 FG0183.The horizontal coordinates were scaled from a map and have
 FG0183.an estimated accuracy of +/- 6 seconds.
 FG0183
 FG0183.The orthometric height was determined by differential leveling and
 FG0183.adjusted by the NATIONAL GEODETIC SURVEY
 FG0183.in June 1991.
 FG0183
 FG0183.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0183.GEOID18 height accuracy estimate available here.
 FG0183
 FG0183.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV683112(NAD 83)
 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
 FG0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0183.See file dsdata.pdf to determine how the superseded data were derived.
 FG0183
 FG0183_MARKER: DB = BENCH MARK DISK
 FG0183_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FG0183_SP_SET: CULVERT HEADWALL
 FG0183_STAMPING: P 208 1962
 FG0183_MARK LOGO: CGS
 FG0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0183+STABILITY: SURFACE MOTION
 FG0183
 FG0183  HISTORY     - Date     Condition        Report By
 FG0183  HISTORY     - 1962     MONUMENTED       CGS
 FG0183  HISTORY     - 20150411 MARK NOT FOUND   ARHD
 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.
 FG0183
 FG0183                          STATION RECOVERY (2015)
 FG0183
 FG0183'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (WDA)
 FG0183'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EK0028 ***********************************************************************
 EK0028  DESIGNATION -  P 21
 EK0028  PID         -  EK0028
 EK0028  STATE/COUNTY-  AR/POLK
 EK0028  COUNTRY     -  US
 EK0028  USGS QUAD   -  POTTER (2017)
 EK0028
 EK0028                         *CURRENT SURVEY CONTROL
 EK0028  ______________________________________________________________________
 EK0028* NAD 83(1986) POSITION- 34 33 15.     (N) 094 20 20.     (W)   SCALED
 EK0028* NAVD 88 ORTHO HEIGHT -   283.744 (meters)      930.92  (feet) ADJUSTED
 EK0028  ______________________________________________________________________
 EK0028  GEOID HEIGHT    -        -30.341 (meters)                     GEOID18
 EK0028  DYNAMIC HEIGHT  -        283.435 (meters)      929.90  (feet) COMP
 EK0028  MODELED GRAVITY -    979,541.4   (mgal)                       NAVD 88
 EK0028
 EK0028  VERT ORDER      -  FIRST     CLASS II
 EK0028
 EK0028.The horizontal coordinates were scaled from a map and have
 EK0028.an estimated accuracy of +/- 6 seconds.
 EK0028
 EK0028.The orthometric height was determined by differential leveling and
 EK0028.adjusted by the NATIONAL GEODETIC SURVEY
 EK0028.in June 1991.
 EK0028
 EK0028.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0028.GEOID18 height accuracy estimate available here.
 EK0028
 EK0028.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU771244(NAD 83)
 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
 EK0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0028.See file dsdata.pdf to determine how the superseded data were derived.
 EK0028
 EK0028_MARKER: DB = BENCH MARK DISK
 EK0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0028_STAMPING: 9 21 1932
 EK0028_MARK LOGO: CGS
 EK0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0028+STABILITY: SURFACE MOTION
 EK0028
 EK0028  HISTORY     - Date     Condition        Report By
 EK0028  HISTORY     - 1932     MONUMENTED       CGS
 EK0028  HISTORY     - 1965     MARK NOT FOUND   CGS
 EK0028  HISTORY     - 1985     MARK NOT FOUND   NGS
 EK0028
 EK0028                          STATION DESCRIPTION
 EK0028
 EK0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (ALW)
 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FE1922 ***********************************************************************
 FE1922  DESIGNATION -  P 213
 FE1922  PID         -  FE1922
 FE1922  STATE/COUNTY-  AR/MISSISSIPPI
 FE1922  COUNTRY     -  US
 FE1922  USGS QUAD   -  ARMOREL (2017)
 FE1922
 FE1922                         *CURRENT SURVEY CONTROL
 FE1922  ______________________________________________________________________
 FE1922* NAD 83(1986) POSITION- 35 54 49.     (N) 089 45 03.     (W)   SCALED
 FE1922* NAVD 88 ORTHO HEIGHT -    83.556 (meters)      274.13  (feet) ADJUSTED
 FE1922  ______________________________________________________________________
 FE1922  GEOID HEIGHT    -        -28.042 (meters)                     GEOID18
 FE1922  DYNAMIC HEIGHT  -         83.485 (meters)      273.90  (feet) COMP
 FE1922  MODELED GRAVITY -    979,789.9   (mgal)                       NAVD 88
 FE1922
 FE1922  VERT ORDER      -  FIRST     CLASS I
 FE1922
 FE1922.The horizontal coordinates were scaled from a map and have
 FE1922.an estimated accuracy of +/- 6 seconds.
 FE1922
 FE1922.The orthometric height was determined by differential leveling and
 FE1922.adjusted by the NATIONAL GEODETIC SURVEY
 FE1922.in June 1991.
 FE1922
 FE1922.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE1922.GEOID18 height accuracy estimate available here.
 FE1922
 FE1922.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE517778(NAD 83)
 FE1922
 FE1922                          SUPERSEDED SURVEY CONTROL
 FE1922
 FE1922  NGVD 29 (11/26/84)   83.485  (m)          273.90   (f) ADJUSTED    1 1
 FE1922
 FE1922.Superseded values are not recommended for survey control.
 FE1922
 FE1922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1922.See file dsdata.pdf to determine how the superseded data were derived.
 FE1922
 FE1922_MARKER: DV = VERTICAL CONTROL DISK
 FE1922_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FE1922+WITH SETTING: INTO GROUND
 FE1922_STAMPING: P 213 1976
 FE1922_MARK LOGO: NGS
 FE1922_MAGNETIC: I = MARKER IS A STEEL ROD
 FE1922_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FE1873 ***********************************************************************
 FE1873  HT_MOD      -  This is a Height Modernization Survey Station.
 FE1873  DESIGNATION -  P 214
 FE1873  PID         -  FE1873
 FE1873  STATE/COUNTY-  AR/MISSISSIPPI
 FE1873  COUNTRY     -  US
 FE1873  USGS QUAD   -  OSCEOLA (2017)
 FE1873
 FE1873                         *CURRENT SURVEY CONTROL
 FE1873  ______________________________________________________________________
 FE1873* NAD 83(2011) POSITION- 35 38 53.52906(N) 089 55 32.86240(W)   ADJUSTED
 FE1873* NAD 83(2011) ELLIP HT-    53.357 (meters)        (06/27/12)   ADJUSTED
 FE1873* NAD 83(2011) EPOCH   -  2010.00
 FE1873* NAVD 88 ORTHO HEIGHT -    80.97  (meters)      265.6   (feet) GPS OBS
 FE1873  ______________________________________________________________________
 FE1873  NAVD 88 orthometric height was determined with geoid model    GEOID03
 FE1873  GEOID HEIGHT    -        -27.564 (meters)                     GEOID03
 FE1873  GEOID HEIGHT    -        -27.600 (meters)                     GEOID18
 FE1873  NAD 83(2011) X  -      6,720.230 (meters)                     COMP
 FE1873  NAD 83(2011) Y  - -5,188,884.274 (meters)                     COMP
 FE1873  NAD 83(2011) Z  -  3,696,573.405 (meters)                     COMP
 FE1873  LAPLACE CORR    -          1.64  (seconds)                    DEFLEC18
 FE1873
 FE1873  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FE1873  Standards:
 FE1873         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FE1873            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FE1873  -------------------------------------------------------------------
 FE1873  NETWORK    1.14   1.59           0.51   0.41   0.81      0.18555077
 FE1873  -------------------------------------------------------------------
 FE1873  Click here for local accuracies and other accuracy information.
 FE1873
 FE1873.The horizontal coordinates were established by GPS observations
 FE1873.and adjusted by the National Geodetic Survey in June 2012.
 FE1873
 FE1873.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FE1873.been affixed to the stable North American tectonic plate. See 
 FE1873.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FE1873
 FE1873.The horizontal coordinates are valid at the epoch date displayed above
 FE1873.which is a decimal equivalence of Year/Month/Day.
 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.
 FE1873
 FE1873.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE1873.GEOID18 height accuracy estimate available here.
 FE1873
 FE1873.Click photographs - Photos may exist for this station.
 FE1873
 FE1873.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FE1873
 FE1873.The Laplace correction was computed from DEFLEC18 derived deflections.
 FE1873
 FE1873.The ellipsoidal height was determined by GPS observations
 FE1873.and is referenced to NAD 83.
 FE1873
 FE1873. The following values were computed from the NAD 83(2011) position.
 FE1873
 FE1873;                    North         East     Units Scale Factor Converg.
 FE1873;SPC AR N     -   147,852.080   587,819.234   MT  0.99993656   +1 12 25.1
 FE1873;SPC AR N     -   485,078.03  1,928,536.94   sFT  0.99993656   +1 12 25.1
 FE1873;UTM  16      - 3,948,873.927   235,101.635   MT  1.00046480   -1 42 22.2
 FE1873;UTM  15      - 3,949,284.465   778,339.293   MT  1.00055480   +1 47 34.1
 FE1873
 FE1873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FE1873!SPC AR N     -   0.99999163  x   0.99993656  =   0.99992819
 FE1873!UTM  16      -   0.99999163  x   1.00046480  =   1.00045642
 FE1873!UTM  15      -   0.99999163  x   1.00055480  =   1.00054642
 FE1873
 FE1873_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3510148873(NAD 83)
 FE1873
 FE1873                          SUPERSEDED SURVEY CONTROL
 FE1873
 FE1873  NAD 83(2007)-  35 38 53.52910(N)    089 55 32.86340(W) AD(2002.00) 0
 FE1873  ELLIP H (02/10/07)   53.381  (m)                       GP(2002.00)    
 FE1873  NAD 83(1997)-  35 38 53.52875(N)    089 55 32.86353(W) AD(       ) 1
 FE1873  ELLIP H (01/24/03)   53.380  (m)                       GP(       ) 2 2
 FE1873  NAVD 88 (01/25/03)   80.96   (m)  UNKNOWN  model used  GPS OBS        
 FE1873  NAVD 88              80.94   (m)          265.6    (f) LEVELING    3  
 FE1873  NAVD 88 (06/15/91)   80.939  (m)          265.55   (f) ADJUSTED    1 1
 FE1873  NGVD 29 (11/26/84)   80.902  (m)          265.43   (f) ADJUSTED    1 1
 FE1873
 FE1873.Superseded values are not recommended for survey control.
 FE1873
 FE1873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1873.See file dsdata.pdf to determine how the superseded data were derived.
 FE1873
 FE1873_MARKER: DV = VERTICAL CONTROL DISK
 FE1873_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FE1873+WITH SETTING: INTO GROUND
 FE1873_STAMPING: P 214 1976
 FE1873_MARK LOGO: NGS
 FE1873_PROJECTION: RECESSED 15 CENTIMETERS
 FE1873_MAGNETIC: N = NO MAGNETIC MATERIAL
 FE1873_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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             USACE
 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 ARMY CORPS OF 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 = MARCH 20, 2026 22:17:28 EDT
 FE1924 ***********************************************************************
 FE1924  DESIGNATION -  P 215
 FE1924  PID         -  FE1924
 FE1924  STATE/COUNTY-  AR/MISSISSIPPI
 FE1924  COUNTRY     -  US
 FE1924  USGS QUAD   -  ARMOREL (2017)
 FE1924
 FE1924                         *CURRENT SURVEY CONTROL
 FE1924  ______________________________________________________________________
 FE1924* NAD 83(1986) POSITION- 35 54 14.     (N) 089 46 00.     (W)   SCALED
 FE1924* NAVD 88 ORTHO HEIGHT -    78.451 (meters)      257.38  (feet) ADJUSTED
 FE1924  ______________________________________________________________________
 FE1924  GEOID HEIGHT    -        -28.024 (meters)                     GEOID18
 FE1924  DYNAMIC HEIGHT  -         78.385 (meters)      257.17  (feet) COMP
 FE1924  MODELED GRAVITY -    979,789.7   (mgal)                       NAVD 88
 FE1924
 FE1924  VERT ORDER      -  FIRST     CLASS I
 FE1924
 FE1924.The horizontal coordinates were scaled from a map and have
 FE1924.an estimated accuracy of +/- 6 seconds.
 FE1924
 FE1924.The orthometric height was determined by differential leveling and
 FE1924.adjusted by the NATIONAL GEODETIC SURVEY
 FE1924.in June 1991.
 FE1924
 FE1924.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE1924.GEOID18 height accuracy estimate available here.
 FE1924
 FE1924.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE503768(NAD 83)
 FE1924
 FE1924                          SUPERSEDED SURVEY CONTROL
 FE1924
 FE1924  NGVD 29 (11/26/84)   78.381  (m)          257.15   (f) ADJUSTED    1 1
 FE1924
 FE1924.Superseded values are not recommended for survey control.
 FE1924
 FE1924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1924.See file dsdata.pdf to determine how the superseded data were derived.
 FE1924
 FE1924_MARKER: DV = VERTICAL CONTROL DISK
 FE1924_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FE1924_STAMPING: P 215 1976
 FE1924_MARK LOGO: NGS
 FE1924_MAGNETIC: I = MARKER IS A STEEL ROD
 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             USACE
 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 ARMY CORPS OF ENGINEERS 2000 (JMH)
 FE1924'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1106 ***********************************************************************
 FF1106  DESIGNATION -  P 216
 FF1106  PID         -  FF1106
 FF1106  STATE/COUNTY-  AR/MISSISSIPPI
 FF1106  COUNTRY     -  US
 FF1106  USGS QUAD   -  FRENCHMANS BAYOU (2017)
 FF1106
 FF1106                         *CURRENT SURVEY CONTROL
 FF1106  ______________________________________________________________________
 FF1106* NAD 83(1986) POSITION- 35 26 30.     (N) 090 08 00.     (W)   SCALED
 FF1106* NAVD 88 ORTHO HEIGHT -    76.514 (meters)      251.03  (feet) ADJUSTED
 FF1106  ______________________________________________________________________
 FF1106  GEOID HEIGHT    -        -27.553 (meters)                     GEOID18
 FF1106  DYNAMIC HEIGHT  -         76.446 (meters)      250.81  (feet) COMP
 FF1106  MODELED GRAVITY -    979,753.5   (mgal)                       NAVD 88
 FF1106
 FF1106  VERT ORDER      -  FIRST     CLASS I
 FF1106
 FF1106.The horizontal coordinates were scaled from a map and have
 FF1106.an estimated accuracy of +/- 6 seconds.
 FF1106
 FF1106.The orthometric height was determined by differential leveling and
 FF1106.adjusted by the NATIONAL GEODETIC SURVEY
 FF1106.in June 1991.
 FF1106
 FF1106.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1106.GEOID18 height accuracy estimate available here.
 FF1106
 FF1106.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV602258(NAD 83)
 FF1106
 FF1106                          SUPERSEDED SURVEY CONTROL
 FF1106
 FF1106  NGVD 29 (11/26/84)   76.496  (m)          250.97   (f) ADJUSTED    1 1
 FF1106
 FF1106.Superseded values are not recommended for survey control.
 FF1106
 FF1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1106.See file dsdata.pdf to determine how the superseded data were derived.
 FF1106
 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_STAMPING: P 216 1976
 FF1106_MARK LOGO: NGS
 FF1106_MAGNETIC: I = MARKER IS A STEEL ROD
 FF1106_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1106_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1106+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2013
 FF1106
 FF1106  HISTORY     - Date     Condition        Report By
 FF1106  HISTORY     - 1976     MONUMENTED       NGS
 FF1106  HISTORY     - 19950216 GOOD             NGS
 FF1106  HISTORY     - 20030123 GOOD             USACE
 FF1106  HISTORY     - 20130823 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.
 FF1106
 FF1106                          STATION RECOVERY (2013)
 FF1106
 FF1106'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2013 (DLB)
 FF1106'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1067 ***********************************************************************
 FF1067  DESIGNATION -  P 217
 FF1067  PID         -  FF1067
 FF1067  STATE/COUNTY-  AR/CRITTENDEN
 FF1067  COUNTRY     -  US
 FF1067  USGS QUAD   -  NORTHWEST MEMPHIS (2019)
 FF1067
 FF1067                         *CURRENT SURVEY CONTROL
 FF1067  ______________________________________________________________________
 FF1067* NAD 83(1986) POSITION- 35 11 37.3    (N) 090 07 19.1    (W)   HD_HELD2
 FF1067* NAVD 88 ORTHO HEIGHT -    73.689 (meters)      241.76  (feet) ADJUSTED
 FF1067  ______________________________________________________________________
 FF1067  GEOID HEIGHT    -        -27.330 (meters)                     GEOID18
 FF1067  DYNAMIC HEIGHT  -         73.623 (meters)      241.54  (feet) COMP
 FF1067  MODELED GRAVITY -    979,736.0   (mgal)                       NAVD 88
 FF1067
 FF1067  VERT ORDER      -  SECOND    CLASS I
 FF1067
 FF1067.The horizontal coordinates were established by autonomous hand held GPS
 FF1067.observations and have an estimated accuracy of +/- 10 meters.
 FF1067
 FF1067.The orthometric height was determined by differential leveling and
 FF1067.adjusted by the NATIONAL GEODETIC SURVEY
 FF1067.in January 2022.
 FF1067
 FF1067.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1067.GEOID18 height accuracy estimate available here.
 FF1067
 FF1067.Click photographs - Photos may exist for this station.
 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     -    97,081.      571,019.      MT  (+/- 10 meters HH2 GPS)
 FF1067
 FF1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU6204198318(NAD 83)
 FF1067
 FF1067                          SUPERSEDED SURVEY CONTROL
 FF1067
 FF1067  NAVD 88 (06/15/91)   73.731  (m)          241.90   (f) SUPERSEDED  1 1
 FF1067  NGVD 29 (11/26/84)   73.715  (m)          241.85   (f) ADJUSTED    1 1
 FF1067
 FF1067.Superseded values are not recommended for survey control.
 FF1067
 FF1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1067.See file dsdata.pdf to determine how the superseded data were derived.
 FF1067
 FF1067_MARKER: DV = VERTICAL CONTROL DISK
 FF1067_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 FF1067+WITH SETTING: INTO GROUND
 FF1067_STAMPING: P 217 1976
 FF1067_MARK LOGO: NGS
 FF1067_PROJECTION: RECESSED 3 CENTIMETERS
 FF1067_MAGNETIC: I = MARKER IS A STEEL ROD
 FF1067_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1067_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FF1067+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2021
 FF1067
 FF1067  HISTORY     - Date     Condition        Report By
 FF1067  HISTORY     - 1976     MONUMENTED       NGS
 FF1067  HISTORY     - 20030127 GOOD             USACE
 FF1067  HISTORY     - 20210607 GOOD             ARHD
 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.
 FF1067
 FF1067                          STATION RECOVERY (2021)
 FF1067
 FF1067'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2021 (JDH)
 FF1067'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH0198 ***********************************************************************
 EH0198  DESIGNATION -  P 218
 EH0198  PID         -  EH0198
 EH0198  STATE/COUNTY-  AR/CRITTENDEN
 EH0198  COUNTRY     -  US
 EH0198  USGS QUAD   -  HORSESHOE LAKE (2017)
 EH0198
 EH0198                         *CURRENT SURVEY CONTROL
 EH0198  ______________________________________________________________________
 EH0198* NAD 83(1997) POSITION- 34 55 51.95064(N) 090 16 26.38391(W)   ADJUSTED
 EH0198* NAVD 88 ORTHO HEIGHT -    69.879 (meters)      229.26  (feet) ADJUSTED
 EH0198  ______________________________________________________________________
 EH0198  GEOID HEIGHT    -        -27.233 (meters)                     GEOID18
 EH0198  LAPLACE CORR    -         -1.68  (seconds)                    DEFLEC18
 EH0198  DYNAMIC HEIGHT  -         69.814 (meters)      229.05  (feet) COMP
 EH0198  MODELED GRAVITY -    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 and
 EH0198.adjusted by the NATIONAL GEODETIC SURVEY
 EH0198.in June 1991.
 EH0198
 EH0198.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0198.GEOID18 height accuracy estimate available here.
 EH0198
 EH0198.Click photographs - Photos may exist for this station.
 EH0198
 EH0198.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999331  x   1.00000044  =   0.99999375
 EH0198!SPC TN       -   0.99999331  x   1.00007157  =   1.00006488
 EH0198!UTM  15      -   0.99999331  x   1.00036418  =   1.00035748
 EH0198
 EH0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU4899368795(NAD 83)
 EH0198
 EH0198                          SUPERSEDED SURVEY CONTROL
 EH0198
 EH0198  NAD 83(1995)-  34 55 51.95061(N)    090 16 26.38373(W) AD(       ) 2
 EH0198  NAD 83(1993)-  34 55 51.95061(N)    090 16 26.38354(W) AD(       ) 2
 EH0198  NAD 83(1990)-  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              69.89   (m)          229.3    (f) LEVELING    3  
 EH0198  NGVD 29 (11/26/84)   69.891  (m)          229.30   (f) ADJUSTED    1 2
 EH0198
 EH0198.Superseded values are not recommended for survey control.
 EH0198
 EH0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0198.See file dsdata.pdf to determine how the superseded data were derived.
 EH0198
 EH0198_MARKER: DV = VERTICAL CONTROL DISK
 EH0198_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0198+WITH SETTING: INTO GROUND
 EH0198_STAMPING: P 218 1976
 EH0198_MARK LOGO: NGS
 EH0198_MAGNETIC: I = MARKER IS A STEEL ROD
 EH0198_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EH0198_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH0198+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2013
 EH0198
 EH0198  HISTORY     - Date     Condition        Report By
 EH0198  HISTORY     - 1976     MONUMENTED       NGS
 EH0198  HISTORY     - 1979     GOOD             NGS
 EH0198  HISTORY     - 20030317 GOOD             USACE
 EH0198  HISTORY     - 20111025 GOOD             ARHD
 EH0198  HISTORY     - 20130824 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.
 EH0198
 EH0198                          STATION RECOVERY (2011)
 EH0198
 EH0198'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (I)
 EH0198'RECOVERED IN GOOD CONDITION.
 EH0198
 EH0198                          STATION RECOVERY (2013)
 EH0198
 EH0198'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2013 (DLB)
 EH0198'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH0221 ***********************************************************************
 EH0221  DESIGNATION -  P 219
 EH0221  PID         -  EH0221
 EH0221  STATE/COUNTY-  AR/LEE
 EH0221  COUNTRY     -  US
 EH0221  USGS QUAD   -  COUNCIL (2017)
 EH0221
 EH0221                         *CURRENT SURVEY CONTROL
 EH0221  ______________________________________________________________________
 EH0221* NAD 83(1986) POSITION- 34 51 55.     (N) 090 29 17.     (W)   SCALED
 EH0221* NAVD 88 ORTHO HEIGHT -    66.985 (meters)      219.77  (feet) ADJUSTED
 EH0221  ______________________________________________________________________
 EH0221  GEOID HEIGHT    -        -27.001 (meters)                     GEOID18
 EH0221  DYNAMIC HEIGHT  -         66.923 (meters)      219.56  (feet) COMP
 EH0221  MODELED GRAVITY -    979,712.7   (mgal)                       NAVD 88
 EH0221
 EH0221  VERT ORDER      -  FIRST     CLASS II
 EH0221
 EH0221.The horizontal coordinates were scaled from a map and have
 EH0221.an estimated accuracy of +/- 6 seconds.
 EH0221
 EH0221.The orthometric height was determined by differential leveling and
 EH0221.adjusted by the NATIONAL GEODETIC SURVEY
 EH0221.in June 1991.
 EH0221
 EH0221.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0221.GEOID18 height accuracy estimate available here.
 EH0221
 EH0221.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU296609(NAD 83)
 EH0221
 EH0221                          SUPERSEDED SURVEY CONTROL
 EH0221
 EH0221  NGVD 29 (11/26/84)   67.005  (m)          219.83   (f) ADJUSTED    1 2
 EH0221
 EH0221.Superseded values are not recommended for survey control.
 EH0221
 EH0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0221.See file dsdata.pdf to determine how the superseded data were derived.
 EH0221
 EH0221_MARKER: DV = VERTICAL CONTROL DISK
 EH0221_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EH0221+WITH SETTING: INTO GROUND
 EH0221_STAMPING: P 219 1976
 EH0221_MARK LOGO: NGS
 EH0221_MAGNETIC: I = MARKER IS A STEEL ROD
 EH0221_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 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 1 FOOT SOUTH OF A WITNESS 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 = MARCH 20, 2026 22:17:28 EDT
 DM0022 ***********************************************************************
 DM0022  DESIGNATION -  P 22
 DM0022  PID         -  DM0022
 DM0022  STATE/COUNTY-  AR/LITTLE RIVER
 DM0022  COUNTRY     -  US
 DM0022  USGS QUAD   -  ASHDOWN WEST (2017)
 DM0022
 DM0022                         *CURRENT SURVEY CONTROL
 DM0022  ______________________________________________________________________
 DM0022* NAD 83(1986) POSITION- 33 44 20.94   (N) 094 08 57.47   (W)   HD_HELD1
 DM0022* NAVD 88 ORTHO HEIGHT -    97.755 (meters)      320.72  (feet) ADJUSTED
 DM0022  ______________________________________________________________________
 DM0022  GEOID HEIGHT    -        -27.132 (meters)                     GEOID18
 DM0022  DYNAMIC HEIGHT  -         97.654 (meters)      320.39  (feet) COMP
 DM0022  MODELED GRAVITY -    979,606.6   (mgal)                       NAVD 88
 DM0022
 DM0022  VERT ORDER      -  FIRST     CLASS II
 DM0022
 DM0022.The horizontal coordinates were determined by differentially corrected
 DM0022.hand held GPS observations or other comparable positioning techniques
 DM0022.and have an estimated accuracy of +/- 3 meters.
 DM0022
 DM0022.The orthometric height was determined by differential leveling and
 DM0022.adjusted by the NATIONAL GEODETIC SURVEY
 DM0022.in June 1991.
 DM0022
 DM0022.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM0022.GEOID18 height accuracy estimate available here.
 DM0022
 DM0022.Click photographs - Photos may exist for this station.
 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     -   521,042.1     200,861.0     MT  (+/- 3 meters HH1 GPS) 
 DM0022
 DM0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT9353833827(NAD 83)
 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
 DM0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM0022.See file dsdata.pdf to determine how the superseded data were derived.
 DM0022
 DM0022_MARKER: DB = BENCH MARK DISK
 DM0022_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM0022_SP_SET: WATER TANK SUPPORT
 DM0022_STAMPING: P 22 1932
 DM0022_MARK LOGO: CGS
 DM0022_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM0022
 DM0022  HISTORY     - Date     Condition        Report By
 DM0022  HISTORY     - 1932     MONUMENTED       CGS
 DM0022  HISTORY     - 1962     GOOD             CGS
 DM0022  HISTORY     - 1985     MARK NOT FOUND   NGS
 DM0022  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 DM0022
 DM0022                          STATION DESCRIPTION
 DM0022
 DM0022'DESCRIBED BY COAST AND 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 GF0046 ***********************************************************************
 GF0046  DESIGNATION -  P 22
 GF0046  PID         -  GF0046
 GF0046  STATE/COUNTY-  AR/BAXTER
 GF0046  COUNTRY     -  US
 GF0046  USGS QUAD   -  BUFFALO CITY (2017)
 GF0046
 GF0046                         *CURRENT SURVEY CONTROL
 GF0046  ______________________________________________________________________
 GF0046* NAD 83(1986) POSITION- 36 10 00.     (N) 092 26 28.     (W)   SCALED
 GF0046* NAVD 88 ORTHO HEIGHT -   128.475 (meters)      421.51  (feet) ADJUSTED
 GF0046  ______________________________________________________________________
 GF0046  GEOID HEIGHT    -        -28.365 (meters)                     GEOID18
 GF0046  DYNAMIC HEIGHT  -        128.365 (meters)      421.14  (feet) COMP
 GF0046  MODELED GRAVITY -    979,772.3   (mgal)                       NAVD 88
 GF0046
 GF0046  VERT ORDER      -  SECOND    CLASS 0
 GF0046
 GF0046.The horizontal coordinates were scaled from a map and have
 GF0046.an estimated accuracy of +/- 6 seconds.
 GF0046
 GF0046.The orthometric height was determined by differential leveling and
 GF0046.adjusted by the NATIONAL GEODETIC SURVEY
 GF0046.in June 1991.
 GF0046
 GF0046.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0046.GEOID18 height accuracy estimate available here.
 GF0046
 GF0046.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA502025(NAD 83)
 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
 GF0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0046.See file dsdata.pdf to determine how the superseded data were derived.
 GF0046
 GF0046_MARKER: DB = BENCH MARK DISK
 GF0046_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GF0046_STAMPING: P 22 1934
 GF0046_MARK LOGO: CGS
 GF0046_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0046
 GF0046  HISTORY     - Date     Condition        Report By
 GF0046  HISTORY     - 1934     MONUMENTED       CGS
 GF0046  HISTORY     - 20100908 MARK NOT FOUND   ARHD
 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.
 GF0046
 GF0046                          STATION RECOVERY (2010)
 GF0046
 GF0046'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2010 (VJB)
 GF0046'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH0715 ***********************************************************************
 EH0715  DESIGNATION -  P 220
 EH0715  PID         -  EH0715
 EH0715  STATE/COUNTY-  AR/PHILLIPS
 EH0715  COUNTRY     -  US
 EH0715  USGS QUAD   -  FRIARS POINT NW (2018)
 EH0715
 EH0715                         *CURRENT SURVEY CONTROL
 EH0715  ______________________________________________________________________
 EH0715* NAD 83(1986) POSITION- 34 23 16.     (N) 090 44 09.     (W)   SCALED
 EH0715* NAVD 88 ORTHO HEIGHT -    60.596 (meters)      198.81  (feet) ADJUSTED
 EH0715  ______________________________________________________________________
 EH0715  GEOID HEIGHT    -        -26.954 (meters)                     GEOID18
 EH0715  DYNAMIC HEIGHT  -         60.537 (meters)      198.61  (feet) COMP
 EH0715  MODELED GRAVITY -    979,653.9   (mgal)                       NAVD 88
 EH0715
 EH0715  VERT ORDER      -  FIRST     CLASS II
 EH0715
 EH0715.The horizontal coordinates were scaled from a map and have
 EH0715.an estimated accuracy of +/- 6 seconds.
 EH0715
 EH0715.The orthometric height was determined by differential leveling and
 EH0715.adjusted by the NATIONAL GEODETIC SURVEY
 EH0715.in September 2022.
 EH0715
 EH0715.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0715.GEOID18 height accuracy estimate available here.
 EH0715
 EH0715.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU081074(NAD 83)
 EH0715
 EH0715                          SUPERSEDED SURVEY CONTROL
 EH0715
 EH0715  NAVD 88 (06/15/91)   60.588  (m)          198.78   (f) SUPERSEDED  1 2
 EH0715  NGVD 29 (11/26/84)   60.631  (m)          198.92   (f) ADJUSTED    1 2
 EH0715
 EH0715.Superseded values are not recommended for survey control.
 EH0715
 EH0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0715.See file dsdata.pdf to determine how the superseded data were derived.
 EH0715
 EH0715_MARKER: DV = VERTICAL CONTROL 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_MAGNETIC: I = MARKER IS A STEEL ROD
 EH0715_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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  HISTORY     - 20160414 MARK NOT FOUND   ARHD
 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.
 EH0715
 EH0715                          STATION RECOVERY (2016)
 EH0715
 EH0715'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (VJB)
 EH0715'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH0755 ***********************************************************************
 EH0755  DESIGNATION -  P 221
 EH0755  PID         -  EH0755
 EH0755  STATE/COUNTY-  AR/PHILLIPS
 EH0755  COUNTRY     -  US
 EH0755  USGS QUAD   -  MELLWOOD (2017)
 EH0755
 EH0755                         *CURRENT SURVEY CONTROL
 EH0755  ______________________________________________________________________
 EH0755* NAD 83(1986) POSITION- 34 09 21.     (N) 090 58 08.     (W)   SCALED
 EH0755* NAVD 88 ORTHO HEIGHT -    56.906 (meters)      186.70  (feet) ADJUSTED
 EH0755  ______________________________________________________________________
 EH0755  GEOID HEIGHT    -        -26.625 (meters)                     GEOID18
 EH0755  DYNAMIC HEIGHT  -         56.850 (meters)      186.52  (feet) COMP
 EH0755  MODELED GRAVITY -    979,647.0   (mgal)                       NAVD 88
 EH0755
 EH0755  VERT ORDER      -  FIRST     CLASS II
 EH0755
 EH0755.The horizontal coordinates were scaled from a map and have
 EH0755.an estimated accuracy of +/- 6 seconds.
 EH0755
 EH0755.The orthometric height was determined by differential leveling and
 EH0755.adjusted by the NATIONAL GEODETIC SURVEY
 EH0755.in September 2022.
 EH0755
 EH0755.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0755.GEOID18 height accuracy estimate available here.
 EH0755
 EH0755.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT872812(NAD 83)
 EH0755
 EH0755                          SUPERSEDED SURVEY CONTROL
 EH0755
 EH0755  NAVD 88 (06/15/91)   56.876  (m)          186.60   (f) SUPERSEDED  1 2
 EH0755  NGVD 29 (11/26/84)   56.939  (m)          186.81   (f) ADJUSTED    1 2
 EH0755
 EH0755.Superseded values are not recommended for survey control.
 EH0755
 EH0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0755.See file dsdata.pdf to determine how the superseded data were derived.
 EH0755
 EH0755_MARKER: DV = VERTICAL CONTROL 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_MAGNETIC: I = MARKER IS A STEEL ROD
 EH0755_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH0993 ***********************************************************************
 EH0993  DESIGNATION -  P 222
 EH0993  PID         -  EH0993
 EH0993  STATE/COUNTY-  AR/PHILLIPS
 EH0993  COUNTRY     -  US
 EH0993  USGS QUAD   -  STUBBS ISLAND (2018)
 EH0993
 EH0993                         *CURRENT SURVEY CONTROL
 EH0993  ______________________________________________________________________
 EH0993* NAD 83(1997) POSITION- 34 37 39.42687(N) 090 37 09.44238(W)   ADJUSTED
 EH0993* NAVD 88 ORTHO HEIGHT -    64.055 (meters)      210.15  (feet) ADJUSTED
 EH0993  ______________________________________________________________________
 EH0993  GEOID HEIGHT    -        -26.991 (meters)                     GEOID18
 EH0993  LAPLACE CORR    -         -0.64  (seconds)                    DEFLEC18
 EH0993  DYNAMIC HEIGHT  -         63.993 (meters)      209.95  (feet) COMP
 EH0993  MODELED GRAVITY -    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 and
 EH0993.adjusted by the NATIONAL GEODETIC SURVEY
 EH0993.in June 1991.
 EH0993
 EH0993.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0993.GEOID18 height accuracy estimate available here.
 EH0993
 EH0993.Click photographs - Photos may exist for this station.
 EH0993
 EH0993.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU1824534326(NAD 83)
 EH0993
 EH0993                          SUPERSEDED SURVEY CONTROL
 EH0993
 EH0993  NAD 83(1995)-  34 37 39.42704(N)    090 37 09.44206(W) AD(       ) 2
 EH0993  NAD 83(1993)-  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              64.09   (m)          210.3    (f) LEVELING    3  
 EH0993  NGVD 29 (11/26/84)   64.086  (m)          210.26   (f) ADJUSTED    1 2
 EH0993
 EH0993.Superseded values are not recommended for survey control.
 EH0993
 EH0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0993.See file dsdata.pdf to determine how the superseded data were derived.
 EH0993
 EH0993_MARKER: DV = VERTICAL CONTROL 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_MARK LOGO: NGS
 EH0993_MAGNETIC: I = MARKER IS A STEEL ROD
 EH0993_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1441 ***********************************************************************
 EH1441  DESIGNATION -  P 223
 EH1441  PID         -  EH1441
 EH1441  STATE/COUNTY-  AR/DESHA
 EH1441  COUNTRY     -  US
 EH1441  USGS QUAD   -  SNOW LAKE (2017)
 EH1441
 EH1441                         *CURRENT SURVEY CONTROL
 EH1441  ______________________________________________________________________
 EH1441* NAD 83(1986) POSITION- 34 01 24.     (N) 091 01 56.     (W)   SCALED
 EH1441* NAVD 88 ORTHO HEIGHT -    54.729 (meters)      179.56  (feet) ADJUSTED
 EH1441  ______________________________________________________________________
 EH1441  GEOID HEIGHT    -        -26.514 (meters)                     GEOID18
 EH1441  DYNAMIC HEIGHT  -         54.675 (meters)      179.38  (feet) COMP
 EH1441  MODELED GRAVITY -    979,639.8   (mgal)                       NAVD 88
 EH1441
 EH1441  VERT ORDER      -  FIRST     CLASS II
 EH1441
 EH1441.The horizontal coordinates were scaled from a map and have
 EH1441.an estimated accuracy of +/- 6 seconds.
 EH1441
 EH1441.The orthometric height was determined by differential leveling and
 EH1441.adjusted by the NATIONAL GEODETIC SURVEY
 EH1441.in September 2022.
 EH1441
 EH1441.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1441.GEOID18 height accuracy estimate available here.
 EH1441
 EH1441.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT816664(NAD 83)
 EH1441
 EH1441                          SUPERSEDED SURVEY CONTROL
 EH1441
 EH1441  NAVD 88 (06/15/91)   54.718  (m)          179.52   (f) SUPERSEDED  1 2
 EH1441  NGVD 29 (11/26/84)   54.763  (m)          179.67   (f) ADJUSTED    1 2
 EH1441
 EH1441.Superseded values are not recommended for survey control.
 EH1441
 EH1441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1441.See file dsdata.pdf to determine how the superseded data were derived.
 EH1441
 EH1441_MARKER: DV = VERTICAL CONTROL 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: I = MARKER IS A STEEL ROD
 EH1441_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1471 ***********************************************************************
 EH1471  DESIGNATION -  P 224
 EH1471  PID         -  EH1471
 EH1471  STATE/COUNTY-  AR/MONROE
 EH1471  COUNTRY     -  US
 EH1471  USGS QUAD   -  TURNER (2017)
 EH1471
 EH1471                         *CURRENT SURVEY CONTROL
 EH1471  ______________________________________________________________________
 EH1471* NAD 83(1986) POSITION- 34 22 48.     (N) 091 06 49.     (W)   SCALED
 EH1471* NAVD 88 ORTHO HEIGHT -    45.829 (meters)      150.36  (feet) ADJUSTED
 EH1471  ______________________________________________________________________
 EH1471  GEOID HEIGHT    -        -26.742 (meters)                     GEOID18
 EH1471  DYNAMIC HEIGHT  -         45.785 (meters)      150.21  (feet) COMP
 EH1471  MODELED GRAVITY -    979,664.8   (mgal)                       NAVD 88
 EH1471
 EH1471  VERT ORDER      -  FIRST     CLASS II
 EH1471
 EH1471.The horizontal coordinates were scaled from a map and have
 EH1471.an estimated accuracy of +/- 6 seconds.
 EH1471
 EH1471.The orthometric height was determined by differential leveling and
 EH1471.adjusted by the NATIONAL GEODETIC SURVEY
 EH1471.in August 1993.
 EH1471
 EH1471.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1471.GEOID18 height accuracy estimate available here.
 EH1471
 EH1471.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU734059(NAD 83)
 EH1471
 EH1471                          SUPERSEDED SURVEY CONTROL
 EH1471
 EH1471  NAVD 88 (06/15/91)   45.811  (m)          150.30   (f) SUPERSEDED  1 2
 EH1471  NGVD 29 (11/26/84)   45.857  (m)          150.45   (f) ADJUSTED    1 2
 EH1471
 EH1471.Superseded values are not recommended for survey control.
 EH1471
 EH1471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1471.See file dsdata.pdf to determine how the superseded data were derived.
 EH1471
 EH1471_MARKER: DV = VERTICAL CONTROL 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_MARK LOGO: NGS
 EH1471_MAGNETIC: I = MARKER IS A STEEL ROD
 EH1471_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1383 ***********************************************************************
 EH1383  DESIGNATION -  P 225
 EH1383  PID         -  EH1383
 EH1383  STATE/COUNTY-  AR/ARKANSAS
 EH1383  COUNTRY     -  US
 EH1383  USGS QUAD   -  DE WITT (2017)
 EH1383
 EH1383                         *CURRENT SURVEY CONTROL
 EH1383  ______________________________________________________________________
 EH1383* NAD 83(1986) POSITION- 34 17 30.     (N) 091 20 38.     (W)   SCALED
 EH1383* NAVD 88 ORTHO HEIGHT -    57.462 (meters)      188.52  (feet) ADJUSTED
 EH1383  ______________________________________________________________________
 EH1383  GEOID HEIGHT    -        -26.418 (meters)                     GEOID18
 EH1383  DYNAMIC HEIGHT  -         57.406 (meters)      188.34  (feet) COMP
 EH1383  MODELED GRAVITY -    979,665.1   (mgal)                       NAVD 88
 EH1383
 EH1383  VERT ORDER      -  FIRST     CLASS II
 EH1383
 EH1383.The horizontal coordinates were scaled from a map and have
 EH1383.an estimated accuracy of +/- 6 seconds.
 EH1383
 EH1383.The orthometric height was determined by differential leveling and
 EH1383.adjusted by the NATIONAL GEODETIC SURVEY
 EH1383.in August 1993.
 EH1383
 EH1383.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1383.GEOID18 height accuracy estimate available here.
 EH1383
 EH1383.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT524957(NAD 83)
 EH1383
 EH1383                          SUPERSEDED SURVEY CONTROL
 EH1383
 EH1383  NAVD 88 (06/15/91)   57.420  (m)          188.39   (f) SUPERSEDED  1 2
 EH1383  NGVD 29 (11/26/84)   57.487  (m)          188.61   (f) ADJUSTED    1 2
 EH1383
 EH1383.Superseded values are not recommended for survey control.
 EH1383
 EH1383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1383.See file dsdata.pdf to determine how the superseded data were derived.
 EH1383
 EH1383_MARKER: DV = VERTICAL CONTROL DISK
 EH1383_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EH1383_STAMPING: P 225 1976
 EH1383_MARK LOGO: NGS
 EH1383_MAGNETIC: I = MARKER IS A STEEL ROD
 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 = MARCH 20, 2026 22:17:28 EDT
 DK0883 ***********************************************************************
 DK0883  DESIGNATION -  P 226
 DK0883  PID         -  DK0883
 DK0883  STATE/COUNTY-  AR/DESHA
 DK0883  COUNTRY     -  US
 DK0883  USGS QUAD   -  DUMAS (2017)
 DK0883
 DK0883                         *CURRENT SURVEY CONTROL
 DK0883  ______________________________________________________________________
 DK0883* NAD 83(1986) POSITION- 33 56 21.     (N) 091 23 23.     (W)   SCALED
 DK0883* NAVD 88 ORTHO HEIGHT -    49.068 (meters)      160.98  (feet) ADJUSTED
 DK0883  ______________________________________________________________________
 DK0883  GEOID HEIGHT    -        -26.120 (meters)                     GEOID18
 DK0883  DYNAMIC HEIGHT  -         49.019 (meters)      160.82  (feet) COMP
 DK0883  MODELED GRAVITY -    979,648.1   (mgal)                       NAVD 88
 DK0883
 DK0883  VERT ORDER      -  FIRST     CLASS II
 DK0883
 DK0883.The horizontal coordinates were scaled from a map and have
 DK0883.an estimated accuracy of +/- 6 seconds.
 DK0883
 DK0883.The orthometric height was determined by differential leveling and
 DK0883.adjusted by the NATIONAL GEODETIC SURVEY
 DK0883.in June 1991.
 DK0883
 DK0883.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK0883.GEOID18 height accuracy estimate available here.
 DK0883
 DK0883.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT488565(NAD 83)
 DK0883
 DK0883                          SUPERSEDED SURVEY CONTROL
 DK0883
 DK0883  NGVD 29 (11/26/84)   49.132  (m)          161.19   (f) ADJUSTED    1 2
 DK0883
 DK0883.Superseded values are not recommended for survey control.
 DK0883
 DK0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0883.See file dsdata.pdf to determine how the superseded data were derived.
 DK0883
 DK0883_MARKER: DV = VERTICAL CONTROL DISK
 DK0883_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DK0883+WITH SETTING: INTO GROUND
 DK0883_STAMPING: P 226 1976
 DK0883_MARK LOGO: NGS
 DK0883_PROJECTION: FLUSH
 DK0883_MAGNETIC: I = MARKER IS A STEEL ROD
 DK0883_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 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 1 FOOT BELOW HIGHWAY 8 FEET NORTH OF A WITNESS 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1252 ***********************************************************************
 EJ1252  DESIGNATION -  P 23
 EJ1252  PID         -  EJ1252
 EJ1252  STATE/COUNTY-  AR/CLARK
 EJ1252  COUNTRY     -  US
 EJ1252  USGS QUAD   -  ANTOINE (2017)
 EJ1252
 EJ1252                         *CURRENT SURVEY CONTROL
 EJ1252  ______________________________________________________________________
 EJ1252* NAD 83(1986) POSITION- 34 06 03.     (N) 093 26 23.     (W)   SCALED
 EJ1252* NAVD 88 ORTHO HEIGHT -    95.036 (meters)      311.80  (feet) ADJUSTED
 EJ1252  ______________________________________________________________________
 EJ1252  GEOID HEIGHT    -        -27.148 (meters)                     GEOID18
 EJ1252  DYNAMIC HEIGHT  -         94.940 (meters)      311.48  (feet) COMP
 EJ1252  MODELED GRAVITY -    979,626.3   (mgal)                       NAVD 88
 EJ1252
 EJ1252  VERT ORDER      -  SECOND    CLASS 0
 EJ1252
 EJ1252.The horizontal coordinates were scaled from a map and have
 EJ1252.an estimated accuracy of +/- 6 seconds.
 EJ1252
 EJ1252.The orthometric height was determined by differential leveling and
 EJ1252.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1252.in June 1991.
 EJ1252
 EJ1252.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1252.GEOID18 height accuracy estimate available here.
 EJ1252
 EJ1252.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT594734(NAD 83)
 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
 EJ1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1252.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1252
 EJ1252_MARKER: DB = BENCH MARK DISK
 EJ1252_SETTING: 66 = SET IN ROCK OUTCROP
 EJ1252_STAMPING: 311.797 P 23 1932
 EJ1252_MARK LOGO: CGS
 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             CGS
 EJ1252
 EJ1252                          STATION DESCRIPTION
 EJ1252
 EJ1252'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1484 ***********************************************************************
 EJ1484  DESIGNATION -  P 24
 EJ1484  PID         -  EJ1484
 EJ1484  STATE/COUNTY-  AR/MONTGOMERY
 EJ1484  COUNTRY     -  US
 EJ1484  USGS QUAD   -  REED MOUNTAIN (2017)
 EJ1484
 EJ1484                         *CURRENT SURVEY CONTROL
 EJ1484  ______________________________________________________________________
 EJ1484* NAD 83(1986) POSITION- 34 34 40.     (N) 093 34 44.     (W)   SCALED
 EJ1484* NAVD 88 ORTHO HEIGHT -   202.092 (meters)      663.03  (feet) ADJUSTED
 EJ1484  ______________________________________________________________________
 EJ1484  GEOID HEIGHT    -        -28.529 (meters)                     GEOID18
 EJ1484  DYNAMIC HEIGHT  -        201.889 (meters)      662.36  (feet) COMP
 EJ1484  MODELED GRAVITY -    979,628.5   (mgal)                       NAVD 88
 EJ1484
 EJ1484  VERT ORDER      -  SECOND    CLASS 0
 EJ1484
 EJ1484.The horizontal coordinates were scaled from a map and have
 EJ1484.an estimated accuracy of +/- 6 seconds.
 EJ1484
 EJ1484.The orthometric height was determined by differential leveling and
 EJ1484.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1484.in June 1991.
 EJ1484
 EJ1484.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1484.GEOID18 height accuracy estimate available here.
 EJ1484
 EJ1484.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU469263(NAD 83)
 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
 EJ1484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1484.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1484
 EJ1484_MARKER: DB = BENCH MARK DISK
 EJ1484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1484_STAMPING: P 24 1932
 EJ1484_MARK LOGO: CGS
 EJ1484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1484+STABILITY: SURFACE MOTION
 EJ1484
 EJ1484  HISTORY     - Date     Condition        Report By
 EJ1484  HISTORY     - 1932     MONUMENTED       CGS
 EJ1484  HISTORY     - 1961     MARK NOT FOUND   CGS
 EJ1484
 EJ1484                          STATION DESCRIPTION
 EJ1484
 EJ1484'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (ALW)
 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 COAST AND GEODETIC SURVEY 1961
 EJ1484'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK0931 ***********************************************************************
 DK0931  DESIGNATION -  P 240
 DK0931  PID         -  DK0931
 DK0931  STATE/COUNTY-  AR/DREW
 DK0931  COUNTRY     -  US
 DK0931  USGS QUAD   -  WINCHESTER (2017)
 DK0931
 DK0931                         *CURRENT SURVEY CONTROL
 DK0931  ______________________________________________________________________
 DK0931* NAD 83(1986) POSITION- 33 45 35.     (N) 091 28 27.     (W)   SCALED
 DK0931* NAVD 88 ORTHO HEIGHT -    47.642 (meters)      156.31  (feet) ADJUSTED
 DK0931  ______________________________________________________________________
 DK0931  GEOID HEIGHT    -        -26.070 (meters)                     GEOID18
 DK0931  DYNAMIC HEIGHT  -         47.594 (meters)      156.15  (feet) COMP
 DK0931  MODELED GRAVITY -    979,623.5   (mgal)                       NAVD 88
 DK0931
 DK0931  VERT ORDER      -  FIRST     CLASS II
 DK0931
 DK0931.The horizontal coordinates were scaled from a map and have
 DK0931.an estimated accuracy of +/- 6 seconds.
 DK0931
 DK0931.The orthometric height was determined by differential leveling and
 DK0931.adjusted by the NATIONAL GEODETIC SURVEY
 DK0931.in June 1991.
 DK0931
 DK0931.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK0931.GEOID18 height accuracy estimate available here.
 DK0931
 DK0931.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT413365(NAD 83)
 DK0931
 DK0931                          SUPERSEDED SURVEY CONTROL
 DK0931
 DK0931  NGVD 29 (11/26/84)   47.772  (m)          156.73   (f) ADJUSTED    1 2
 DK0931
 DK0931.Superseded values are not recommended for survey control.
 DK0931
 DK0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0931.See file dsdata.pdf to determine how the superseded data were derived.
 DK0931
 DK0931_MARKER: DB = BENCH MARK DISK
 DK0931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0931_STAMPING: P 240 1939
 DK0931_MARK LOGO: CGS
 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
 DK0931                          STATION DESCRIPTION
 DK0931
 DK0931'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 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.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0679 ***********************************************************************
 FF0679  DESIGNATION -  P 242
 FF0679  PID         -  FF0679
 FF0679  STATE/COUNTY-  AR/CROSS
 FF0679  COUNTRY     -  US
 FF0679  USGS QUAD   -  CHERRY VALLEY EAST (2017)
 FF0679
 FF0679                         *CURRENT SURVEY CONTROL
 FF0679  ______________________________________________________________________
 FF0679* NAD 83(1986) POSITION- 35 25 00.6    (N) 090 44 58.1    (W)   HD_HELD2
 FF0679* NAVD 88 ORTHO HEIGHT -    83.525 (meters)      274.03  (feet) ADJUSTED
 FF0679  ______________________________________________________________________
 FF0679  GEOID HEIGHT    -        -27.435 (meters)                     GEOID18
 FF0679  DYNAMIC HEIGHT  -         83.450 (meters)      273.79  (feet) COMP
 FF0679  MODELED GRAVITY -    979,740.2   (mgal)                       NAVD 88
 FF0679
 FF0679  VERT ORDER      -  FIRST     CLASS II
 FF0679
 FF0679.The horizontal coordinates were established by autonomous hand held GPS
 FF0679.observations and have an estimated accuracy of +/- 10 meters.
 FF0679
 FF0679.The orthometric height was determined by differential leveling and
 FF0679.adjusted by the NATIONAL GEODETIC SURVEY
 FF0679.in June 1991.
 FF0679
 FF0679.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0679.GEOID18 height accuracy estimate available here.
 FF0679
 FF0679.Click photographs - Photos may exist for this station.
 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     -   120,926.      513,567.      MT  (+/- 10 meters HH2 GPS)
 FF0679
 FF0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV0433421596(NAD 83)
 FF0679
 FF0679                          SUPERSEDED SURVEY CONTROL
 FF0679
 FF0679  NGVD 29 (11/26/84)   83.477  (m)          273.87   (f) ADJUSTED    1 2
 FF0679
 FF0679.Superseded values are not recommended for survey control.
 FF0679
 FF0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0679.See file dsdata.pdf to determine how the superseded data were derived.
 FF0679
 FF0679_MARKER: DB = BENCH MARK DISK
 FF0679_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FF0679_SP_SET: CULVERT HEADWALL
 FF0679_STAMPING: P 242 1938
 FF0679_MARK LOGO: CGS
 FF0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0679+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DK1031 ***********************************************************************
 DK1031  DESIGNATION -  P 243
 DK1031  PID         -  DK1031
 DK1031  STATE/COUNTY-  AR/ASHLEY
 DK1031  COUNTRY     -  US
 DK1031  USGS QUAD   -  JEROME (2017)
 DK1031
 DK1031                         *CURRENT SURVEY CONTROL
 DK1031  ______________________________________________________________________
 DK1031* NAD 83(1986) POSITION- 33 23 04.62   (N) 091 28 41.99   (W)   HD_HELD1
 DK1031* NAVD 88 ORTHO HEIGHT -    38.328 (meters)      125.75  (feet) ADJUSTED
 DK1031  ______________________________________________________________________
 DK1031  GEOID HEIGHT    -        -25.991 (meters)                     GEOID18
 DK1031  DYNAMIC HEIGHT  -         38.288 (meters)      125.62  (feet) COMP
 DK1031  MODELED GRAVITY -    979,591.8   (mgal)                       NAVD 88
 DK1031
 DK1031  VERT ORDER      -  FIRST     CLASS II
 DK1031
 DK1031.The horizontal coordinates were determined by differentially corrected
 DK1031.hand held GPS observations or other comparable positioning techniques
 DK1031.and have an estimated accuracy of +/- 3 meters.
 DK1031
 DK1031.The orthometric height was determined by differential leveling and
 DK1031.adjusted by the NATIONAL GEODETIC SURVEY
 DK1031.in June 1991.
 DK1031
 DK1031.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1031.GEOID18 height accuracy estimate available here.
 DK1031
 DK1031.Click photographs - Photos may exist for this station.
 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     -   479,754.1     448,538.0     MT  (+/- 3 meters HH1 GPS) 
 DK1031
 DK1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS4153494961(NAD 83)
 DK1031
 DK1031                          SUPERSEDED SURVEY CONTROL
 DK1031
 DK1031  NGVD 29 (11/26/84)   38.439  (m)          126.11   (f) ADJUSTED    1 2
 DK1031
 DK1031.Superseded values are not recommended for survey control.
 DK1031
 DK1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1031.See file dsdata.pdf to determine how the superseded data were derived.
 DK1031
 DK1031_MARKER: DB = BENCH MARK DISK
 DK1031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1031_STAMPING: P 243 1939
 DK1031_MARK LOGO: CGS
 DK1031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1031+STABILITY: SURFACE MOTION
 DK1031
 DK1031  HISTORY     - Date     Condition        Report By
 DK1031  HISTORY     - 1939     MONUMENTED       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 = MARCH 20, 2026 22:17:28 EDT
 EJ0893 ***********************************************************************
 EJ0893  DESIGNATION -  P 244
 EJ0893  PID         -  EJ0893
 EJ0893  STATE/COUNTY-  AR/PERRY
 EJ0893  COUNTRY     -  US
 EJ0893  USGS QUAD   -  MARTINDALE (2017)
 EJ0893
 EJ0893                         *CURRENT SURVEY CONTROL
 EJ0893  ______________________________________________________________________
 EJ0893* NAD 83(1986) POSITION- 34 59 13.     (N) 092 38 32.     (W)   SCALED
 EJ0893* NAVD 88 ORTHO HEIGHT -    81.460 (meters)      267.26  (feet) ADJUSTED
 EJ0893  ______________________________________________________________________
 EJ0893  GEOID HEIGHT    -        -28.021 (meters)                     GEOID18
 EJ0893  DYNAMIC HEIGHT  -         81.382 (meters)      267.00  (feet) COMP
 EJ0893  MODELED GRAVITY -    979,682.7   (mgal)                       NAVD 88
 EJ0893
 EJ0893  VERT ORDER      -  SECOND    CLASS 0
 EJ0893
 EJ0893.The horizontal coordinates were scaled from a map and have
 EJ0893.an estimated accuracy of +/- 6 seconds.
 EJ0893
 EJ0893.The orthometric height was determined by differential leveling and
 EJ0893.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0893.in June 1991.
 EJ0893
 EJ0893.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0893.GEOID18 height accuracy estimate available here.
 EJ0893
 EJ0893.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU326716(NAD 83)
 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
 EJ0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0893.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0893
 EJ0893_MARKER: DB = BENCH MARK DISK
 EJ0893_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0893_STAMPING: P 244 1939
 EJ0893_MARK LOGO: CGS
 EJ0893_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1548 ***********************************************************************
 EH1548  DESIGNATION -  P 245
 EH1548  PID         -  EH1548
 EH1548  STATE/COUNTY-  AR/JEFFERSON
 EH1548  COUNTRY     -  US
 EH1548  USGS QUAD   -  TARRY (2017)
 EH1548
 EH1548                         *CURRENT SURVEY CONTROL
 EH1548  ______________________________________________________________________
 EH1548* NAD 83(1986) POSITION- 34 07 12.     (N) 091 46 16.     (W)   SCALED
 EH1548* NAVD 88 ORTHO HEIGHT -    56.244 (meters)      184.53  (feet) ADJUSTED
 EH1548  ______________________________________________________________________
 EH1548  GEOID HEIGHT    -        -25.927 (meters)                     GEOID18
 EH1548  DYNAMIC HEIGHT  -         56.189 (meters)      184.35  (feet) COMP
 EH1548  MODELED GRAVITY -    979,664.6   (mgal)                       NAVD 88
 EH1548
 EH1548  VERT ORDER      -  FIRST     CLASS II
 EH1548
 EH1548.The horizontal coordinates were scaled from a map and have
 EH1548.an estimated accuracy of +/- 6 seconds.
 EH1548
 EH1548.The orthometric height was determined by differential leveling and
 EH1548.adjusted by the NATIONAL GEODETIC SURVEY
 EH1548.in September 2023.
 EH1548
 EH1548.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1548.GEOID18 height accuracy estimate available here.
 EH1548
 EH1548.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT133761(NAD 83)
 EH1548
 EH1548                          SUPERSEDED SURVEY CONTROL
 EH1548
 EH1548  NAVD 88 (06/15/91)   56.267  (m)          184.60   (f) SUPERSEDED  1 2
 EH1548  NGVD 29 (11/26/84)   56.350  (m)          184.88   (f) ADJUSTED    1 2
 EH1548
 EH1548.Superseded values are not recommended for survey control.
 EH1548
 EH1548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1548.See file dsdata.pdf to determine how the superseded data were derived.
 EH1548
 EH1548_MARKER: DB = BENCH MARK DISK
 EH1548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1548_STAMPING: P 245 1938
 EH1548_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0883 ***********************************************************************
 FF0883  DESIGNATION -  P 246
 FF0883  PID         -  FF0883
 FF0883  STATE/COUNTY-  AR/CRAIGHEAD
 FF0883  COUNTRY     -  US
 FF0883  USGS QUAD   -  CASH (2017)
 FF0883
 FF0883                         *CURRENT SURVEY CONTROL
 FF0883  ______________________________________________________________________
 FF0883* NAD 83(1986) POSITION- 35 50 13.     (N) 090 54 00.     (W)   SCALED
 FF0883* NAVD 88 ORTHO HEIGHT -    76.184 (meters)      249.95  (feet) ADJUSTED
 FF0883  ______________________________________________________________________
 FF0883  GEOID HEIGHT    -        -27.816 (meters)                     GEOID18
 FF0883  DYNAMIC HEIGHT  -         76.119 (meters)      249.73  (feet) COMP
 FF0883  MODELED GRAVITY -    979,790.1   (mgal)                       NAVD 88
 FF0883
 FF0883  VERT ORDER      -  SECOND    CLASS 0
 FF0883
 FF0883.The horizontal coordinates were scaled from a map and have
 FF0883.an estimated accuracy of +/- 6 seconds.
 FF0883
 FF0883.The orthometric height was determined by differential leveling and
 FF0883.adjusted by the NATIONAL GEODETIC SURVEY
 FF0883.in June 1991.
 FF0883
 FF0883.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0883.GEOID18 height accuracy estimate available here.
 FF0883
 FF0883.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV896678(NAD 83)
 FF0883
 FF0883                          SUPERSEDED SURVEY CONTROL
 FF0883
 FF0883  NGVD 29 (11/26/84)   76.105  (m)          249.69   (f) ADJUSTED    2 0
 FF0883
 FF0883.Superseded values are not recommended for survey control.
 FF0883
 FF0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0883.See file dsdata.pdf to determine how the superseded data were derived.
 FF0883
 FF0883_MARKER: DB = BENCH MARK DISK
 FF0883_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FF0883_SP_SET: CULVERT HEADWALL
 FF0883_STAMPING: P 246 1938
 FF0883_MARK LOGO: CGS
 FF0883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF0883+STABILITY: SURFACE MOTION
 FF0883
 FF0883  HISTORY     - Date     Condition        Report By
 FF0883  HISTORY     - 1938     MONUMENTED       CGS
 FF0883  HISTORY     - 20020826 MARK NOT FOUND   USACE
 FF0883  HISTORY     - 20101202 POOR             ARHD
 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
 FF0883
 FF0883                          STATION RECOVERY (2010)
 FF0883
 FF0883'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2010 (VJB)
 FF0883'NEW CULVERT
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0600 ***********************************************************************
 DL0600  DESIGNATION -  P 247
 DL0600  PID         -  DL0600
 DL0600  STATE/COUNTY-  AR/COLUMBIA
 DL0600  COUNTRY     -  US
 DL0600  USGS QUAD   -  BUSSEY (2017)
 DL0600
 DL0600                         *CURRENT SURVEY CONTROL
 DL0600  ______________________________________________________________________
 DL0600* NAD 83(1986) POSITION- 33 08 48.     (N) 093 27 36.     (W)   SCALED
 DL0600* NAVD 88 ORTHO HEIGHT -    76.971 (meters)      252.53  (feet) ADJUSTED
 DL0600  ______________________________________________________________________
 DL0600  GEOID HEIGHT    -        -26.427 (meters)                     GEOID18
 DL0600  DYNAMIC HEIGHT  -         76.888 (meters)      252.26  (feet) COMP
 DL0600  MODELED GRAVITY -    979,555.6   (mgal)                       NAVD 88
 DL0600
 DL0600  VERT ORDER      -  SECOND    CLASS 0
 DL0600
 DL0600.The horizontal coordinates were scaled from a map and have
 DL0600.an estimated accuracy of +/- 6 seconds.
 DL0600
 DL0600.The orthometric height was determined by differential leveling and
 DL0600.adjusted by the NATIONAL GEODETIC SURVEY
 DL0600.in June 1991.
 DL0600
 DL0600.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0600.GEOID18 height accuracy estimate available here.
 DL0600
 DL0600.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS570676(NAD 83)
 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
 DL0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0600.See file dsdata.pdf to determine how the superseded data were derived.
 DL0600
 DL0600_MARKER: DB = BENCH MARK DISK
 DL0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL0600_STAMPING: P 247 1938
 DL0600_MARK LOGO: CGS
 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   CGS
 DL0600
 DL0600                          STATION DESCRIPTION
 DL0600
 DL0600'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1540 ***********************************************************************
 EJ1540  DESIGNATION -  P 248
 EJ1540  PID         -  EJ1540
 EJ1540  STATE/COUNTY-  AR/MONTGOMERY
 EJ1540  COUNTRY     -  US
 EJ1540  USGS QUAD   -  ODEN (2017)
 EJ1540
 EJ1540                         *CURRENT SURVEY CONTROL
 EJ1540  ______________________________________________________________________
 EJ1540* NAD 83(1986) POSITION- 34 32 40.     (N) 093 45 35.     (W)   SCALED
 EJ1540* NAVD 88 ORTHO HEIGHT -   220.877 (meters)      724.66  (feet) ADJUSTED
 EJ1540  ______________________________________________________________________
 EJ1540  GEOID HEIGHT    -        -28.759 (meters)                     GEOID18
 EJ1540  DYNAMIC HEIGHT  -        220.649 (meters)      723.91  (feet) COMP
 EJ1540  MODELED GRAVITY -    979,600.5   (mgal)                       NAVD 88
 EJ1540
 EJ1540  VERT ORDER      -  SECOND    CLASS 0
 EJ1540
 EJ1540.The horizontal coordinates were scaled from a map and have
 EJ1540.an estimated accuracy of +/- 6 seconds.
 EJ1540
 EJ1540.The orthometric height was determined by differential leveling and
 EJ1540.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1540.in June 1991.
 EJ1540
 EJ1540.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1540.GEOID18 height accuracy estimate available here.
 EJ1540
 EJ1540.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU302227(NAD 83)
 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
 EJ1540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1540.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1540
 EJ1540_MARKER: DB = BENCH MARK DISK
 EJ1540_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ1540_STAMPING: P 248 1939
 EJ1540_MARK LOGO: CGS
 EJ1540_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1540
 EJ1540  HISTORY     - Date     Condition        Report By
 EJ1540  HISTORY     - 1939     MONUMENTED       CGS
 EJ1540  HISTORY     - 1961     GOOD             CGS
 EJ1540
 EJ1540                          STATION DESCRIPTION
 EJ1540
 EJ1540'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EH1576 ***********************************************************************
 EH1576  DESIGNATION -  P 249
 EH1576  PID         -  EH1576
 EH1576  STATE/COUNTY-  AR/LINCOLN
 EH1576  COUNTRY     -  US
 EH1576  USGS QUAD   -  CADES (2017)
 EH1576
 EH1576                         *CURRENT SURVEY CONTROL
 EH1576  ______________________________________________________________________
 EH1576* NAD 83(1986) POSITION- 34 01 31.     (N) 091 32 03.     (W)   SCALED
 EH1576* NAVD 88 ORTHO HEIGHT -    51.458 (meters)      168.83  (feet) ADJUSTED
 EH1576  ______________________________________________________________________
 EH1576  GEOID HEIGHT    -        -26.026 (meters)                     GEOID18
 EH1576  DYNAMIC HEIGHT  -         51.407 (meters)      168.66  (feet) COMP
 EH1576  MODELED GRAVITY -    979,649.1   (mgal)                       NAVD 88
 EH1576
 EH1576  VERT ORDER      -  SECOND    CLASS 0
 EH1576
 EH1576.The horizontal coordinates were scaled from a map and have
 EH1576.an estimated accuracy of +/- 6 seconds.
 EH1576
 EH1576.The orthometric height was determined by differential leveling and
 EH1576.adjusted by the NATIONAL GEODETIC SURVEY
 EH1576.in June 1991.
 EH1576
 EH1576.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1576.GEOID18 height accuracy estimate available here.
 EH1576
 EH1576.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT353659(NAD 83)
 EH1576
 EH1576                          SUPERSEDED SURVEY CONTROL
 EH1576
 EH1576  NGVD 29 (11/26/84)   51.533  (m)          169.07   (f) ADJUSTED    2 0
 EH1576
 EH1576.Superseded values are not recommended for survey control.
 EH1576
 EH1576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1576.See file dsdata.pdf to determine how the superseded data were derived.
 EH1576
 EH1576_MARKER: DB = BENCH MARK DISK
 EH1576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH1576_STAMPING: P 249 1940
 EH1576_MARK LOGO: CGS
 EH1576_PROJECTION: PROJECTING 13 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0271 ***********************************************************************
 GE0271  DESIGNATION -  P 25
 GE0271  PID         -  GE0271
 GE0271  STATE/COUNTY-  AR/CLAY
 GE0271  COUNTRY     -  US
 GE0271  USGS QUAD   -  DATTO (2017)
 GE0271
 GE0271                         *CURRENT SURVEY CONTROL
 GE0271  ______________________________________________________________________
 GE0271* NAD 83(1986) POSITION- 36 25 56.     (N) 090 43 19.     (W)   SCALED
 GE0271* NAVD 88 ORTHO HEIGHT -    86.484 (meters)      283.74  (feet) ADJUSTED
 GE0271  ______________________________________________________________________
 GE0271  GEOID HEIGHT    -        -28.737 (meters)                     GEOID18
 GE0271  DYNAMIC HEIGHT  -         86.415 (meters)      283.51  (feet) COMP
 GE0271  MODELED GRAVITY -    979,827.8   (mgal)                       NAVD 88
 GE0271
 GE0271  VERT ORDER      -  FIRST     CLASS II
 GE0271
 GE0271.The horizontal coordinates were scaled from a map and have
 GE0271.an estimated accuracy of +/- 6 seconds.
 GE0271
 GE0271.The orthometric height was determined by differential leveling and
 GE0271.adjusted by the NATIONAL GEODETIC SURVEY
 GE0271.in June 1991.
 GE0271
 GE0271.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0271.GEOID18 height accuracy estimate available here.
 GE0271
 GE0271.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA042343(NAD 83)
 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
 GE0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0271.See file dsdata.pdf to determine how the superseded data were derived.
 GE0271
 GE0271_MARKER: DB = BENCH MARK DISK
 GE0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0271_STAMPING: 283.638 P 25 1932
 GE0271_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0585 ***********************************************************************
 EJ0585  DESIGNATION -  P 251
 EJ0585  PID         -  EJ0585
 EJ0585  STATE/COUNTY-  AR/JEFFERSON
 EJ0585  COUNTRY     -  US
 EJ0585  USGS QUAD   -  WHITE HALL (2017)
 EJ0585
 EJ0585                         *CURRENT SURVEY CONTROL
 EJ0585  ______________________________________________________________________
 EJ0585* NAD 83(1986) POSITION- 34 18 32.     (N) 092 00 17.     (W)   SCALED
 EJ0585* NAVD 88 ORTHO HEIGHT -    64.562 (meters)      211.82  (feet) ADJUSTED
 EJ0585  ______________________________________________________________________
 EJ0585  GEOID HEIGHT    -        -26.058 (meters)                     GEOID18
 EJ0585  DYNAMIC HEIGHT  -         64.500 (meters)      211.61  (feet) COMP
 EJ0585  MODELED GRAVITY -    979,673.0   (mgal)                       NAVD 88
 EJ0585
 EJ0585  VERT ORDER      -  SECOND    CLASS 0
 EJ0585
 EJ0585.The horizontal coordinates were scaled from a map and have
 EJ0585.an estimated accuracy of +/- 6 seconds.
 EJ0585
 EJ0585.The orthometric height was determined by differential leveling and
 EJ0585.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0585.in June 1991.
 EJ0585
 EJ0585.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0585.GEOID18 height accuracy estimate available here.
 EJ0585
 EJ0585.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT915968(NAD 83)
 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
 EJ0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0585.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0585
 EJ0585_MARKER: DB = BENCH MARK DISK
 EJ0585_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EJ0585_SP_SET: CULVERT HEADWALL
 EJ0585_STAMPING: P 251 1940
 EJ0585_MARK LOGO: CGS
 EJ0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0585+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0182 ***********************************************************************
 EJ0182  DESIGNATION -  P 252
 EJ0182  PID         -  EJ0182
 EJ0182  STATE/COUNTY-  AR/PULASKI
 EJ0182  COUNTRY     -  US
 EJ0182  USGS QUAD   -  WOODSON (2017)
 EJ0182
 EJ0182                         *CURRENT SURVEY CONTROL
 EJ0182  ______________________________________________________________________
 EJ0182* NAD 83(1986) POSITION- 34 34 50.     (N) 092 07 42.     (W)   SCALED
 EJ0182* NAVD 88 ORTHO HEIGHT -    72.647 (meters)      238.34  (feet) ADJUSTED
 EJ0182  ______________________________________________________________________
 EJ0182  GEOID HEIGHT    -        -26.348 (meters)                     GEOID18
 EJ0182  DYNAMIC HEIGHT  -         72.579 (meters)      238.12  (feet) COMP
 EJ0182  MODELED GRAVITY -    979,693.1   (mgal)                       NAVD 88
 EJ0182
 EJ0182  VERT ORDER      -  SECOND    CLASS 0
 EJ0182
 EJ0182.The horizontal coordinates were scaled from a map and have
 EJ0182.an estimated accuracy of +/- 6 seconds.
 EJ0182
 EJ0182.The orthometric height was determined by differential leveling and
 EJ0182.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0182.in June 1991.
 EJ0182
 EJ0182.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0182.GEOID18 height accuracy estimate available here.
 EJ0182
 EJ0182.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU799268(NAD 83)
 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
 EJ0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0182.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0182
 EJ0182_MARKER: DB = BENCH MARK DISK
 EJ0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0182_STAMPING: P 252 1940
 EJ0182_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1092 ***********************************************************************
 FG1092  DESIGNATION -  P 253 RESET
 FG1092  PID         -  FG1092
 FG1092  STATE/COUNTY-  AR/LOGAN
 FG1092  COUNTRY     -  US
 FG1092  USGS QUAD   -  DELAWARE (2017)
 FG1092
 FG1092                         *CURRENT SURVEY CONTROL
 FG1092  ______________________________________________________________________
 FG1092* NAD 83(1986) POSITION- 35 16 56.     (N) 093 18 00.     (W)   SCALED
 FG1092* NAVD 88 ORTHO HEIGHT -   107.82  (meters)      353.7   (feet) RESET
 FG1092  ______________________________________________________________________
 FG1092  GEOID HEIGHT    -        -29.372 (meters)                     GEOID18
 FG1092  VERT ORDER      -  THIRD
 FG1092
 FG1092.The horizontal coordinates were scaled from a map and have
 FG1092.an estimated accuracy of +/- 6 seconds.
 FG1092
 FG1092.The orthometric height was computed from unverified reset data.
 FG1092
 FG1092.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1092.GEOID18 height accuracy estimate available here.
 FG1092
 FG1092.Click photographs - Photos may exist for this station.
 FG1092
 FG1092;                    North         East    Units  Estimated Accuracy
 FG1092;SPC AR N     -   106,050.      281,740.      MT  (+/- 180 meters Scaled)
 FG1092
 FG1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV727043(NAD 83)
 FG1092
 FG1092                          SUPERSEDED SURVEY CONTROL
 FG1092
 FG1092.No superseded survey control is available for this station.
 FG1092
 FG1092_MARKER: DB = BENCH MARK DISK
 FG1092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1092_STAMPING: P 253 RESET 1962
 FG1092_MARK LOGO: CGS
 FG1092_PROJECTION: PROJECTING 10 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1218 ***********************************************************************
 FG1218  DESIGNATION -  P 254
 FG1218  PID         -  FG1218
 FG1218  STATE/COUNTY-  AR/LOGAN
 FG1218  COUNTRY     -  US
 FG1218  USGS QUAD   -  SCRANTON (2017)
 FG1218
 FG1218                         *CURRENT SURVEY CONTROL
 FG1218  ______________________________________________________________________
 FG1218* NAD 83(1986) POSITION- 35 22 22.     (N) 093 34 17.     (W)   SCALED
 FG1218* NAVD 88 ORTHO HEIGHT -   134.434 (meters)      441.06  (feet) ADJUSTED
 FG1218  ______________________________________________________________________
 FG1218  GEOID HEIGHT    -        -29.476 (meters)                     GEOID18
 FG1218  DYNAMIC HEIGHT  -        134.308 (meters)      440.64  (feet) COMP
 FG1218  MODELED GRAVITY -    979,698.0   (mgal)                       NAVD 88
 FG1218
 FG1218  VERT ORDER      -  SECOND    CLASS 0
 FG1218
 FG1218.The horizontal coordinates were scaled from a map and have
 FG1218.an estimated accuracy of +/- 6 seconds.
 FG1218
 FG1218.The orthometric height was determined by differential leveling and
 FG1218.adjusted by the NATIONAL GEODETIC SURVEY
 FG1218.in June 1991.
 FG1218
 FG1218.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1218.GEOID18 height accuracy estimate available here.
 FG1218
 FG1218.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV480145(NAD 83)
 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
 FG1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1218.See file dsdata.pdf to determine how the superseded data were derived.
 FG1218
 FG1218_MARKER: DB = BENCH MARK DISK
 FG1218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1218_STAMPING: P 254 1940
 FG1218_MARK LOGO: CGS
 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             CGS
 FG1218
 FG1218                          STATION DESCRIPTION
 FG1218
 FG1218'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG1250 ***********************************************************************
 FG1250  DESIGNATION -  P 255
 FG1250  PID         -  FG1250
 FG1250  STATE/COUNTY-  AR/FRANKLIN
 FG1250  COUNTRY     -  US
 FG1250  USGS QUAD   -  OZARK (2017)
 FG1250
 FG1250                         *CURRENT SURVEY CONTROL
 FG1250  ______________________________________________________________________
 FG1250* NAD 83(1986) POSITION- 35 27 09.     (N) 093 49 22.     (W)   SCALED
 FG1250* NAVD 88 ORTHO HEIGHT -   119.328 (meters)      391.50  (feet) ADJUSTED
 FG1250  ______________________________________________________________________
 FG1250  GEOID HEIGHT    -        -29.359 (meters)                     GEOID18
 FG1250  DYNAMIC HEIGHT  -        119.218 (meters)      391.13  (feet) COMP
 FG1250  MODELED GRAVITY -    979,710.1   (mgal)                       NAVD 88
 FG1250
 FG1250  VERT ORDER      -  SECOND    CLASS 0
 FG1250
 FG1250.The horizontal coordinates were scaled from a map and have
 FG1250.an estimated accuracy of +/- 6 seconds.
 FG1250
 FG1250.The orthometric height was determined by differential leveling and
 FG1250.adjusted by the NATIONAL GEODETIC SURVEY
 FG1250.in June 1991.
 FG1250
 FG1250.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1250.GEOID18 height accuracy estimate available here.
 FG1250
 FG1250.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV253235(NAD 83)
 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
 FG1250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1250.See file dsdata.pdf to determine how the superseded data were derived.
 FG1250
 FG1250_MARKER: DB = BENCH MARK DISK
 FG1250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1250_STAMPING: P 255 1940
 FG1250_MARK LOGO: CGS
 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   CGS
 FG1250
 FG1250                          STATION DESCRIPTION
 FG1250
 FG1250'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG1251 ***********************************************************************
 FG1251  DESIGNATION -  P 255 RESET
 FG1251  PID         -  FG1251
 FG1251  STATE/COUNTY-  AR/FRANKLIN
 FG1251  COUNTRY     -  US
 FG1251  USGS QUAD   -  OZARK (2017)
 FG1251
 FG1251                         *CURRENT SURVEY CONTROL
 FG1251  ______________________________________________________________________
 FG1251* NAD 83(1986) POSITION- 35 27 08.     (N) 093 49 21.     (W)   SCALED
 FG1251* NAVD 88 ORTHO HEIGHT -   118.273 (meters)      388.03  (feet) ADJUSTED
 FG1251  ______________________________________________________________________
 FG1251  GEOID HEIGHT    -        -29.360 (meters)                     GEOID18
 FG1251  DYNAMIC HEIGHT  -        118.164 (meters)      387.68  (feet) COMP
 FG1251  MODELED GRAVITY -    979,710.1   (mgal)                       NAVD 88
 FG1251
 FG1251  VERT ORDER      -  FIRST     CLASS II
 FG1251
 FG1251.The horizontal coordinates were scaled from a map and have
 FG1251.an estimated accuracy of +/- 6 seconds.
 FG1251
 FG1251.The orthometric height was determined by differential leveling and
 FG1251.adjusted by the NATIONAL GEODETIC SURVEY
 FG1251.in June 1991.
 FG1251
 FG1251.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1251.GEOID18 height accuracy estimate available here.
 FG1251
 FG1251.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV253235(NAD 83)
 FG1251
 FG1251                          SUPERSEDED SURVEY CONTROL
 FG1251
 FG1251.No superseded survey control is available for this station.
 FG1251
 FG1251_MARKER: DB = BENCH MARK DISK
 FG1251_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FG1251+WITH SETTING: INFORMATION.
 FG1251_STAMPING: P 255 RESET 1964
 FG1251_MARK LOGO: CGS
 FG1251_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG1251
 FG1251  HISTORY     - Date     Condition        Report By
 FG1251  HISTORY     - 1964     MONUMENTED       CGS
 FG1251  HISTORY     - 1964     GOOD             CGS
 FG1251  HISTORY     - 1984     GOOD             NGS
 FG1251  HISTORY     - 1989     GOOD             USPSQD
 FG1251  HISTORY     - 1990     GOOD             USPSQD
 FG1251
 FG1251                          STATION DESCRIPTION
 FG1251
 FG1251'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FH0191 ***********************************************************************
 FH0191  DESIGNATION -  P 256
 FH0191  PID         -  FH0191
 FH0191  STATE/COUNTY-  AR/SEBASTIAN
 FH0191  COUNTRY     -  US
 FH0191  USGS QUAD   -  CHARLESTON (2017)
 FH0191
 FH0191                         *CURRENT SURVEY CONTROL
 FH0191  ______________________________________________________________________
 FH0191* NAD 83(1986) POSITION- 35 20 49.     (N) 094 07 26.     (W)   SCALED
 FH0191* NAVD 88 ORTHO HEIGHT -   127.996 (meters)      419.93  (feet) ADJUSTED
 FH0191  ______________________________________________________________________
 FH0191  GEOID HEIGHT    -        -29.903 (meters)                     GEOID18
 FH0191  DYNAMIC HEIGHT  -        127.877 (meters)      419.54  (feet) COMP
 FH0191  MODELED GRAVITY -    979,698.9   (mgal)                       NAVD 88
 FH0191
 FH0191  VERT ORDER      -  SECOND    CLASS 0
 FH0191
 FH0191.The horizontal coordinates were scaled from a map and have
 FH0191.an estimated accuracy of +/- 6 seconds.
 FH0191
 FH0191.The orthometric height was determined by differential leveling and
 FH0191.adjusted by the NATIONAL GEODETIC SURVEY
 FH0191.in June 1991.
 FH0191
 FH0191.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0191.GEOID18 height accuracy estimate available here.
 FH0191
 FH0191.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV978120(NAD 83)
 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
 FH0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0191.See file dsdata.pdf to determine how the superseded data were derived.
 FH0191
 FH0191_MARKER: DB = BENCH MARK DISK
 FH0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0191_STAMPING: P 256 1940
 FH0191_MARK LOGO: CGS
 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   CGS
 FH0191
 FH0191                          STATION DESCRIPTION
 FH0191
 FH0191'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DL1080 ***********************************************************************
 DL1080  DESIGNATION -  P 257
 DL1080  PID         -  DL1080
 DL1080  STATE/COUNTY-  AR/HEMPSTEAD
 DL1080  COUNTRY     -  US
 DL1080  USGS QUAD   -  SHEPPARD (2017)
 DL1080
 DL1080                         *CURRENT SURVEY CONTROL
 DL1080  ______________________________________________________________________
 DL1080* NAD 83(1986) POSITION- 33 43 21.2    (N) 093 39 07.8    (W)   HD_HELD2
 DL1080* NAVD 88 ORTHO HEIGHT -   108.498 (meters)      355.96  (feet) ADJUSTED
 DL1080  ______________________________________________________________________
 DL1080  GEOID HEIGHT    -        -27.014 (meters)                     GEOID18
 DL1080  DYNAMIC HEIGHT  -        108.385 (meters)      355.59  (feet) COMP
 DL1080  MODELED GRAVITY -    979,588.4   (mgal)                       NAVD 88
 DL1080
 DL1080  VERT ORDER      -  SECOND    CLASS I
 DL1080
 DL1080.This mark is at Hope Airport (M18)
 DL1080
 DL1080.The horizontal coordinates were established by autonomous hand held GPS
 DL1080.observations and have an estimated accuracy of +/- 10 meters.
 DL1080
 DL1080.The orthometric height was determined by differential leveling and
 DL1080.adjusted by the NATIONAL GEODETIC SURVEY
 DL1080.in June 1991.
 DL1080
 DL1080.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1080.GEOID18 height accuracy estimate available here.
 DL1080
 DL1080.Click photographs - Photos may exist for this station.
 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     -   518,347.      246,887.      MT  (+/- 10 meters HH2 GPS)
 DL1080
 DL1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT3957831585(NAD 83)
 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
 DL1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1080.See file dsdata.pdf to determine how the superseded data were derived.
 DL1080
 DL1080_MARKER: DB = BENCH MARK DISK
 DL1080_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL1080_SP_SET: BUILDING
 DL1080_STAMPING: P 257 1945
 DL1080_MARK LOGO: CGS
 DL1080_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1080_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL1080+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2013
 DL1080
 DL1080  HISTORY     - Date     Condition        Report By
 DL1080  HISTORY     - 1945     MONUMENTED       CGS
 DL1080  HISTORY     - 20130313 GOOD             ARHD
 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.
 DL1080
 DL1080                          STATION RECOVERY (2013)
 DL1080
 DL1080'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (JDH)
 DL1080'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL1135 ***********************************************************************
 DL1135  DESIGNATION -  P 258
 DL1135  PID         -  DL1135
 DL1135  STATE/COUNTY-  AR/MILLER
 DL1135  COUNTRY     -  US
 DL1135  USGS QUAD   -  CANFIELD (2017)
 DL1135
 DL1135                         *CURRENT SURVEY CONTROL
 DL1135  ______________________________________________________________________
 DL1135* NAD 83(1986) POSITION- 33 14 49.     (N) 093 43 22.     (W)   SCALED
 DL1135* NAVD 88 ORTHO HEIGHT -    66.837 (meters)      219.28  (feet) ADJUSTED
 DL1135  ______________________________________________________________________
 DL1135  GEOID HEIGHT    -        -26.663 (meters)                     GEOID18
 DL1135  DYNAMIC HEIGHT  -         66.764 (meters)      219.04  (feet) COMP
 DL1135  MODELED GRAVITY -    979,559.2   (mgal)                       NAVD 88
 DL1135
 DL1135  VERT ORDER      -  FIRST     CLASS I
 DL1135
 DL1135.The horizontal coordinates were scaled from a map and have
 DL1135.an estimated accuracy of +/- 6 seconds.
 DL1135
 DL1135.The orthometric height was determined by differential leveling and
 DL1135.adjusted by the NATIONAL GEODETIC SURVEY
 DL1135.in June 1991.
 DL1135
 DL1135.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1135.GEOID18 height accuracy estimate available here.
 DL1135
 DL1135.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS326788(NAD 83)
 DL1135
 DL1135                          SUPERSEDED SURVEY CONTROL
 DL1135
 DL1135  NGVD 29 (11/26/84)   66.865  (m)          219.37   (f) ADJUSTED    1 1
 DL1135
 DL1135.Superseded values are not recommended for survey control.
 DL1135
 DL1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1135.See file dsdata.pdf to determine how the superseded data were derived.
 DL1135
 DL1135_MARKER: DV = VERTICAL CONTROL DISK
 DL1135_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DL1135+WITH SETTING: INTO GROUND
 DL1135_STAMPING: P 258 1977
 DL1135_MARK LOGO: NGS
 DL1135_MAGNETIC: I = MARKER IS A STEEL ROD
 DL1135_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1105 ***********************************************************************
 DL1105  DESIGNATION -  P 259
 DL1105  PID         -  DL1105
 DL1105  STATE/COUNTY-  AR/MILLER
 DL1105  COUNTRY     -  US
 DL1105  USGS QUAD   -  DODDRIDGE SE (2017)
 DL1105
 DL1105                         *CURRENT SURVEY CONTROL
 DL1105  ______________________________________________________________________
 DL1105* NAD 83(1986) POSITION- 33 05 14.     (N) 093 52 02.     (W)   SCALED
 DL1105* NAVD 88 ORTHO HEIGHT -    98.523 (meters)      323.24  (feet) ADJUSTED
 DL1105  ______________________________________________________________________
 DL1105  GEOID HEIGHT    -        -26.558 (meters)                     GEOID18
 DL1105  DYNAMIC HEIGHT  -         98.415 (meters)      322.88  (feet) COMP
 DL1105  MODELED GRAVITY -    979,543.3   (mgal)                       NAVD 88
 DL1105
 DL1105  VERT ORDER      -  FIRST     CLASS I
 DL1105
 DL1105.The horizontal coordinates were scaled from a map and have
 DL1105.an estimated accuracy of +/- 6 seconds.
 DL1105
 DL1105.The orthometric height was determined by differential leveling and
 DL1105.adjusted by the NATIONAL GEODETIC SURVEY
 DL1105.in June 1991.
 DL1105
 DL1105.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1105.GEOID18 height accuracy estimate available here.
 DL1105
 DL1105.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS190612(NAD 83)
 DL1105
 DL1105                          SUPERSEDED SURVEY CONTROL
 DL1105
 DL1105  NGVD 29 (11/26/84)   98.558  (m)          323.35   (f) ADJUSTED    1 1
 DL1105
 DL1105.Superseded values are not recommended for survey control.
 DL1105
 DL1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1105.See file dsdata.pdf to determine how the superseded data were derived.
 DL1105
 DL1105_MARKER: DV = VERTICAL CONTROL DISK
 DL1105_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL1105_STAMPING: P 259 1977
 DL1105_MARK LOGO: NGS
 DL1105_MAGNETIC: I = MARKER IS A STEEL ROD
 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 = MARCH 20, 2026 22:17:28 EDT
 GG0057 ***********************************************************************
 GG0057  DESIGNATION -  P 26
 GG0057  PID         -  GG0057
 GG0057  STATE/COUNTY-  AR/BENTON
 GG0057  COUNTRY     -  US
 GG0057  USGS QUAD   -  PEA RIDGE (2017)
 GG0057
 GG0057                         *CURRENT SURVEY CONTROL
 GG0057  ______________________________________________________________________
 GG0057* NAD 83(1986) POSITION- 36 24 04.     (N) 094 04 18.     (W)   SCALED
 GG0057* NAVD 88 ORTHO HEIGHT -   413.969 (meters)     1358.16  (feet) ADJUSTED
 GG0057  ______________________________________________________________________
 GG0057  GEOID HEIGHT    -        -28.202 (meters)                     GEOID18
 GG0057  DYNAMIC HEIGHT  -        413.605 (meters)     1356.97  (feet) COMP
 GG0057  MODELED GRAVITY -    979,739.8   (mgal)                       NAVD 88
 GG0057
 GG0057  VERT ORDER      -  FIRST     CLASS II
 GG0057
 GG0057.The horizontal coordinates were scaled from a map and have
 GG0057.an estimated accuracy of +/- 6 seconds.
 GG0057
 GG0057.The orthometric height was determined by differential leveling and
 GG0057.adjusted by the NATIONAL GEODETIC SURVEY
 GG0057.in June 1991.
 GG0057
 GG0057.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0057.GEOID18 height accuracy estimate available here.
 GG0057
 GG0057.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA039289(NAD 83)
 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
 GG0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0057.See file dsdata.pdf to determine how the superseded data were derived.
 GG0057
 GG0057_MARKER: DB = BENCH MARK DISK
 GG0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0057_STAMPING: 1357.691 P 26 1932
 GG0057_MARK LOGO: CGS
 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             CGS
 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DL1165 ***********************************************************************
 DL1165  DESIGNATION -  P 260
 DL1165  PID         -  DL1165
 DL1165  STATE/COUNTY-  AR/MILLER
 DL1165  COUNTRY     -  US
 DL1165  USGS QUAD   -  FULTON (2017)
 DL1165
 DL1165                         *CURRENT SURVEY CONTROL
 DL1165  ______________________________________________________________________
 DL1165* NAD 83(1986) POSITION- 33 31 05.     (N) 093 45 43.     (W)   SCALED
 DL1165* NAVD 88 ORTHO HEIGHT -    75.528 (meters)      247.79  (feet) ADJUSTED
 DL1165  ______________________________________________________________________
 DL1165  GEOID HEIGHT    -        -26.975 (meters)                     GEOID18
 DL1165  DYNAMIC HEIGHT  -         75.448 (meters)      247.53  (feet) COMP
 DL1165  MODELED GRAVITY -    979,577.8   (mgal)                       NAVD 88
 DL1165
 DL1165  VERT ORDER      -  FIRST     CLASS I
 DL1165
 DL1165.The horizontal coordinates were scaled from a map and have
 DL1165.an estimated accuracy of +/- 6 seconds.
 DL1165
 DL1165.The orthometric height was determined by differential leveling and
 DL1165.adjusted by the NATIONAL GEODETIC SURVEY
 DL1165.in June 1991.
 DL1165
 DL1165.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1165.GEOID18 height accuracy estimate available here.
 DL1165
 DL1165.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT292089(NAD 83)
 DL1165
 DL1165                          SUPERSEDED SURVEY CONTROL
 DL1165
 DL1165  NGVD 29 (11/26/84)   75.543  (m)          247.84   (f) ADJUSTED    1 1
 DL1165
 DL1165.Superseded values are not recommended for survey control.
 DL1165
 DL1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1165.See file dsdata.pdf to determine how the superseded data were derived.
 DL1165
 DL1165_MARKER: DV = VERTICAL CONTROL DISK
 DL1165_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DL1165+WITH SETTING: INTO GROUND
 DL1165_STAMPING: P 260 1977
 DL1165_MARK LOGO: NGS
 DL1165_MAGNETIC: I = MARKER IS A STEEL ROD
 DL1165_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 DM1034 ***********************************************************************
 DM1034  DESIGNATION -  P 261
 DM1034  PID         -  DM1034
 DM1034  STATE/COUNTY-  AR/MILLER
 DM1034  COUNTRY     -  US
 DM1034  USGS QUAD   -  OGDEN (2017)
 DM1034
 DM1034                         *CURRENT SURVEY CONTROL
 DM1034  ______________________________________________________________________
 DM1034* NAD 83(1986) POSITION- 33 32 49.     (N) 094 02 28.     (W)   SCALED
 DM1034* NAVD 88 ORTHO HEIGHT -    83.532 (meters)      274.05  (feet) ADJUSTED
 DM1034  ______________________________________________________________________
 DM1034  GEOID HEIGHT    -        -27.014 (meters)                     GEOID18
 DM1034  DYNAMIC HEIGHT  -         83.444 (meters)      273.77  (feet) COMP
 DM1034  MODELED GRAVITY -    979,579.3   (mgal)                       NAVD 88
 DM1034
 DM1034  VERT ORDER      -  FIRST     CLASS I
 DM1034
 DM1034.The horizontal coordinates were scaled from a map and have
 DM1034.an estimated accuracy of +/- 6 seconds.
 DM1034
 DM1034.The orthometric height was determined by differential leveling and
 DM1034.adjusted by the NATIONAL GEODETIC SURVEY
 DM1034.in June 1991.
 DM1034
 DM1034.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1034.GEOID18 height accuracy estimate available here.
 DM1034
 DM1034.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT033124(NAD 83)
 DM1034
 DM1034                          SUPERSEDED SURVEY CONTROL
 DM1034
 DM1034  NGVD 29 (11/26/84)   83.549  (m)          274.11   (f) ADJUSTED    1 1
 DM1034
 DM1034.Superseded values are not recommended for survey control.
 DM1034
 DM1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1034.See file dsdata.pdf to determine how the superseded data were derived.
 DM1034
 DM1034_MARKER: DV = VERTICAL CONTROL DISK
 DM1034_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DM1034_STAMPING: P 261 1977
 DM1034_MARK LOGO: NGS
 DM1034_MAGNETIC: I = MARKER IS A STEEL ROD
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0048 ***********************************************************************
 GF0048  DESIGNATION -  P 27
 GF0048  PID         -  GF0048
 GF0048  STATE/COUNTY-  AR/BAXTER
 GF0048  COUNTRY     -  US
 GF0048  USGS QUAD   -  BUFFALO CITY (2017)
 GF0048
 GF0048                         *CURRENT SURVEY CONTROL
 GF0048  ______________________________________________________________________
 GF0048* NAD 83(1986) POSITION- 36 11 30.     (N) 092 24 23.     (W)   SCALED
 GF0048* NAVD 88 ORTHO HEIGHT -   124.523 (meters)      408.54  (feet) ADJUSTED
 GF0048  ______________________________________________________________________
 GF0048  GEOID HEIGHT    -        -28.365 (meters)                     GEOID18
 GF0048  DYNAMIC HEIGHT  -        124.416 (meters)      408.19  (feet) COMP
 GF0048  MODELED GRAVITY -    979,773.4   (mgal)                       NAVD 88
 GF0048
 GF0048  VERT ORDER      -  SECOND    CLASS 0
 GF0048
 GF0048.The horizontal coordinates were scaled from a map and have
 GF0048.an estimated accuracy of +/- 6 seconds.
 GF0048
 GF0048.The orthometric height was determined by differential leveling and
 GF0048.adjusted by the NATIONAL GEODETIC SURVEY
 GF0048.in June 1991.
 GF0048
 GF0048.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0048.GEOID18 height accuracy estimate available here.
 GF0048
 GF0048.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA533053(NAD 83)
 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
 GF0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0048.See file dsdata.pdf to determine how the superseded data were derived.
 GF0048
 GF0048_MARKER: DB = BENCH MARK DISK
 GF0048_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GF0048_STAMPING: P 27 1934
 GF0048_MARK LOGO: CGS
 GF0048_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FH0006 ***********************************************************************
 FH0006  DESIGNATION -  P 27
 FH0006  PID         -  FH0006
 FH0006  STATE/COUNTY-  AR/WASHINGTON
 FH0006  COUNTRY     -  US
 FH0006  USGS QUAD   -  WEST FORK (2017)
 FH0006
 FH0006                         *CURRENT SURVEY CONTROL
 FH0006  ______________________________________________________________________
 FH0006* NAD 83(1986) POSITION- 35 53 46.7    (N) 094 10 49.0    (W)   HD_HELD2
 FH0006* NAVD 88 ORTHO HEIGHT -   411.801 (meters)     1351.05  (feet) ADJUSTED
 FH0006  ______________________________________________________________________
 FH0006  GEOID HEIGHT    -        -28.097 (meters)                     GEOID18
 FH0006  DYNAMIC HEIGHT  -        411.421 (meters)     1349.80  (feet) COMP
 FH0006  MODELED GRAVITY -    979,697.7   (mgal)                       NAVD 88
 FH0006
 FH0006  VERT ORDER      -  FIRST     CLASS II
 FH0006
 FH0006.The horizontal coordinates were established by autonomous hand held GPS
 FH0006.observations and have an estimated accuracy of +/- 10 meters.
 FH0006
 FH0006.The orthometric height was determined by differential leveling and
 FH0006.adjusted by the NATIONAL GEODETIC SURVEY
 FH0006.in June 1991.
 FH0006
 FH0006.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0006.GEOID18 height accuracy estimate available here.
 FH0006
 FH0006.Click photographs - Photos may exist for this station.
 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     -   175,579.      203,187.      MT  (+/- 10 meters HH2 GPS)
 FH0006
 FH0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV9348273090(NAD 83)
 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
 FH0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0006.See file dsdata.pdf to determine how the superseded data were derived.
 FH0006
 FH0006_MARKER: DB = BENCH MARK DISK
 FH0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FH0006_STAMPING: 1350.532 P 27 1932
 FH0006_MARK LOGO: CGS
 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             CGS
 FH0006  HISTORY     - 1987     GOOD             USPSQD
 FH0006
 FH0006                          STATION DESCRIPTION
 FH0006
 FH0006'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FH0137 ***********************************************************************
 FH0137  DESIGNATION -  P 28
 FH0137  PID         -  FH0137
 FH0137  STATE/COUNTY-  AR/CRAWFORD
 FH0137  COUNTRY     -  US
 FH0137  USGS QUAD   -  VAN BUREN (2017)
 FH0137
 FH0137                         *CURRENT SURVEY CONTROL
 FH0137  ______________________________________________________________________
 FH0137* NAD 83(1986) POSITION- 35 27 58.     (N) 094 19 18.     (W)   SCALED
 FH0137* NAVD 88 ORTHO HEIGHT -   145.718 (meters)      478.08  (feet) ADJUSTED
 FH0137  ______________________________________________________________________
 FH0137  GEOID HEIGHT    -        -29.712 (meters)                     GEOID18
 FH0137  DYNAMIC HEIGHT  -        145.581 (meters)      477.63  (feet) COMP
 FH0137  MODELED GRAVITY -    979,691.7   (mgal)                       NAVD 88
 FH0137
 FH0137  VERT ORDER      -  FIRST     CLASS II
 FH0137
 FH0137.The horizontal coordinates were scaled from a map and have
 FH0137.an estimated accuracy of +/- 6 seconds.
 FH0137
 FH0137.The orthometric height was determined by differential leveling and
 FH0137.adjusted by the NATIONAL GEODETIC SURVEY
 FH0137.in June 1991.
 FH0137
 FH0137.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0137.GEOID18 height accuracy estimate available here.
 FH0137
 FH0137.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV800255(NAD 83)
 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
 FH0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0137.See file dsdata.pdf to determine how the superseded data were derived.
 FH0137
 FH0137_MARKER: DB = BENCH MARK DISK
 FH0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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   CGS
 FH0137  HISTORY     - 1987     GOOD             USPSQD
 FH0137  HISTORY     - 1989     GOOD             USPSQD
 FH0137  HISTORY     - 19891103 GOOD             NGS
 FH0137
 FH0137                          STATION DESCRIPTION
 FH0137
 FH0137'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1618 ***********************************************************************
 EJ1618  DESIGNATION -  P 287
 EJ1618  PID         -  EJ1618
 EJ1618  STATE/COUNTY-  AR/PULASKI
 EJ1618  COUNTRY     -  US
 EJ1618  USGS QUAD   -  WOODSON (2017)
 EJ1618
 EJ1618                         *CURRENT SURVEY CONTROL
 EJ1618  ______________________________________________________________________
 EJ1618* NAD 83(1986) POSITION- 34 35 33.1    (N) 092 12 55.7    (W)   HD_HELD2
 EJ1618* NAVD 88 ORTHO HEIGHT -    77.442 (meters)      254.07  (feet) ADJUSTED
 EJ1618  ______________________________________________________________________
 EJ1618  GEOID HEIGHT    -        -26.425 (meters)                     GEOID18
 EJ1618  DYNAMIC HEIGHT  -         77.368 (meters)      253.83  (feet) COMP
 EJ1618  MODELED GRAVITY -    979,680.7   (mgal)                       NAVD 88
 EJ1618
 EJ1618  VERT ORDER      -  FIRST     CLASS II
 EJ1618
 EJ1618.The horizontal coordinates were established by autonomous hand held GPS
 EJ1618.observations and have an estimated accuracy of +/- 10 meters.
 EJ1618
 EJ1618.The orthometric height was determined by differential leveling and
 EJ1618.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1618.in April 2017.
 EJ1618
 EJ1618.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1618.GEOID18 height accuracy estimate available here.
 EJ1618
 EJ1618.Click photographs - Photos may exist for this station.
 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     -   613,627.      380,234.      MT  (+/- 10 meters HH2 GPS)
 EJ1618
 EJ1618_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7194328137(NAD 83)
 EJ1618
 EJ1618                          SUPERSEDED SURVEY CONTROL
 EJ1618
 EJ1618  NAVD 88 (06/15/91)   77.464  (m)          254.15   (f) SUPERSEDED  1 2
 EJ1618
 EJ1618.Superseded values are not recommended for survey control.
 EJ1618
 EJ1618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1618.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1618
 EJ1618_MARKER: F = FLANGE-ENCASED ROD
 EJ1618_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EJ1618_STAMPING: P 287 1984
 EJ1618_MARK LOGO: NGS
 EJ1618_PROJECTION: FLUSH
 EJ1618_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 EJ1618_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1618_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EJ1618+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2017
 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     - 1990     GOOD             USPSQD
 EJ1618  HISTORY     - 20150512 GOOD             ARHD
 EJ1618  HISTORY     - 20170109 GOOD             ARHD
 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 (1990)
 EJ1618
 EJ1618'RECOVERY NOTE BY US POWER SQUADRON 1990 (MMS)
 EJ1618'RECOVERED IN GOOD CONDITION.
 EJ1618
 EJ1618                          STATION RECOVERY (2015)
 EJ1618
 EJ1618'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 EJ1618'RECOVERED IN GOOD CONDITION.
 EJ1618
 EJ1618                          STATION RECOVERY (2017)
 EJ1618
 EJ1618'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2017 (JDH)
 EJ1618'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1653 ***********************************************************************
 EJ1653  DESIGNATION -  P 288
 EJ1653  PID         -  EJ1653
 EJ1653  STATE/COUNTY-  AR/JEFFERSON
 EJ1653  COUNTRY     -  US
 EJ1653  USGS QUAD   -  PINE BLUFF (2017)
 EJ1653
 EJ1653                         *CURRENT SURVEY CONTROL
 EJ1653  ______________________________________________________________________
 EJ1653* NAD 83(1986) POSITION- 34 14 35.     (N) 092 03 32.     (W)   SCALED
 EJ1653* NAVD 88 ORTHO HEIGHT -    71.718 (meters)      235.29  (feet) ADJUSTED
 EJ1653  ______________________________________________________________________
 EJ1653  GEOID HEIGHT    -        -25.981 (meters)                     GEOID18
 EJ1653  DYNAMIC HEIGHT  -         71.649 (meters)      235.07  (feet) COMP
 EJ1653  MODELED GRAVITY -    979,668.1   (mgal)                       NAVD 88
 EJ1653
 EJ1653  VERT ORDER      -  FIRST     CLASS II
 EJ1653
 EJ1653.The horizontal coordinates were scaled from a map and have
 EJ1653.an estimated accuracy of +/- 6 seconds.
 EJ1653
 EJ1653.The orthometric height was determined by differential leveling and
 EJ1653.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1653.in June 1991.
 EJ1653
 EJ1653.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1653.GEOID18 height accuracy estimate available here.
 EJ1653
 EJ1653.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT866895(NAD 83)
 EJ1653
 EJ1653                          SUPERSEDED SURVEY CONTROL
 EJ1653
 EJ1653.No superseded survey control is available for this station.
 EJ1653
 EJ1653_MARKER: I = METAL ROD
 EJ1653_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EJ1653_STAMPING: P 288 1984
 EJ1653_MARK LOGO: NGS
 EJ1653_PROJECTION: FLUSH
 EJ1653_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1653_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EJ1653+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2015
 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  HISTORY     - 20070427 GOOD             PB
 EJ1653  HISTORY     - 20150128 GOOD             ARHD
 EJ1653  HISTORY     - 20150318 GOOD             NGS
 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.
 EJ1653
 EJ1653                          STATION RECOVERY (2007)
 EJ1653
 EJ1653'RECOVERY NOTE BY PBS&J 2007
 EJ1653'RECOVERED AS DESCRIBED
 EJ1653
 EJ1653                          STATION RECOVERY (2015)
 EJ1653
 EJ1653'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (WDA)
 EJ1653'RECOVERED IN GOOD CONDITION.
 EJ1653
 EJ1653                          STATION RECOVERY (2015)
 EJ1653
 EJ1653'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2015 (JBW)
 EJ1653'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK1735 ***********************************************************************
 DK1735  DESIGNATION -  P 289
 DK1735  PID         -  DK1735
 DK1735  STATE/COUNTY-  AR/DESHA
 DK1735  COUNTRY     -  US
 DK1735  USGS QUAD   -  DUMAS (2017)
 DK1735
 DK1735                         *CURRENT SURVEY CONTROL
 DK1735  ______________________________________________________________________
 DK1735* NAD 83(2011) POSITION- 33 52 59.30027(N) 091 29 01.41997(W)   ADJUSTED
 DK1735* NAD 83(2011) ELLIP HT-    23.434 (meters)        (02/01/24)   ADJUSTED
 DK1735* NAD 83(2011) EPOCH   -  2010.00
 DK1735* NAVD 88 ORTHO HEIGHT -    49.469 (meters)      162.30  (feet) ADJUSTED
 DK1735  ______________________________________________________________________
 DK1735  GEOID HEIGHT    -        -26.037 (meters)                     GEOID18
 DK1735  NAD 83(2011) X  -   -137,246.458 (meters)                     COMP
 DK1735  NAD 83(2011) Y  - -5,298,738.135 (meters)                     COMP
 DK1735  NAD 83(2011) Z  -  3,535,705.942 (meters)                     COMP
 DK1735  LAPLACE CORR    -         -1.67  (seconds)                    DEFLEC18
 DK1735  DYNAMIC HEIGHT  -         49.419 (meters)      162.14  (feet) COMP
 DK1735  MODELED GRAVITY -    979,635.2   (mgal)                       NAVD 88
 DK1735
 DK1735  VERT ORDER      -  SECOND    CLASS I
 DK1735
 DK1735  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK1735  Standards:
 DK1735         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK1735            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK1735  -------------------------------------------------------------------
 DK1735  NETWORK    0.97   1.61           0.41   0.38   0.82     -0.12918184
 DK1735  -------------------------------------------------------------------
 DK1735  Click here for local accuracies and other accuracy information.
 DK1735
 DK1735.The horizontal coordinates were established by GPS observations
 DK1735.and adjusted by the ARKANSAS DEPT OF TRANS in February 2024.
 DK1735
 DK1735.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK1735.been affixed to the stable North American tectonic plate. See 
 DK1735.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK1735
 DK1735.The horizontal coordinates are valid at the epoch date displayed above
 DK1735.which is a decimal equivalence of Year/Month/Day.
 DK1735
 DK1735.The orthometric height was determined by differential leveling and
 DK1735.adjusted by the NATIONAL GEODETIC SURVEY
 DK1735.in July 2018.
 DK1735
 DK1735.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1735.GEOID18 height accuracy estimate available here.
 DK1735
 DK1735.Click photographs - Photos may exist for this station.
 DK1735
 DK1735.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK1735
 DK1735.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK1735
 DK1735.The ellipsoidal height was determined by GPS observations
 DK1735.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 DK1735
 DK1735;                    North         East     Units Scale Factor Converg.
 DK1735;SPC AR S     -   535,041.870   447,756.983   MT  0.99992194   +0 17 20.2
 DK1735;SPC AR S     - 1,755,383.20  1,469,016.04   sFT  0.99992194   +0 17 20.2
 DK1735;UTM  15      - 3,750,233.321   640,222.154   MT  0.99984239   +0 50 43.7
 DK1735
 DK1735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK1735!SPC AR S     -   0.99999632  x   0.99992194  =   0.99991826
 DK1735!UTM  15      -   0.99999632  x   0.99984239  =   0.99983871
 DK1735
 DK1735_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT4022250233(NAD 83)
 DK1735
 DK1735                          SUPERSEDED SURVEY CONTROL
 DK1735
 DK1735  NAVD 88 (06/15/91)   49.480  (m)          162.34   (f) SUPERSEDED  1 2
 DK1735
 DK1735.Superseded values are not recommended for survey control.
 DK1735
 DK1735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1735.See file dsdata.pdf to determine how the superseded data were derived.
 DK1735
 DK1735_MARKER: F = FLANGE-ENCASED ROD
 DK1735_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 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 - August 10, 2022
 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  HISTORY     - 20151022 GOOD             BFENG
 DK1735  HISTORY     - 20180308 GOOD             ARHD
 DK1735  HISTORY     - 20220810 GOOD             ARHD
 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.
 DK1735
 DK1735                          STATION RECOVERY (2015)
 DK1735
 DK1735'RECOVERY NOTE BY B AND F ENGINEERING 2015 (SMS)
 DK1735'RECOVERED IN GOOD CONDITION.
 DK1735
 DK1735                          STATION RECOVERY (2018)
 DK1735
 DK1735'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (JDH)
 DK1735'RECOVERED AS DESCRIBED.
 DK1735
 DK1735                          STATION RECOVERY (2022)
 DK1735
 DK1735'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2022 (CW)
 DK1735'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1194 ***********************************************************************
 FG1194  DESIGNATION -  P 29
 FG1194  PID         -  FG1194
 FG1194  STATE/COUNTY-  AR/FRANKLIN
 FG1194  COUNTRY     -  US
 FG1194  USGS QUAD   -  OZARK (2017)
 FG1194
 FG1194                         *CURRENT SURVEY CONTROL
 FG1194  ______________________________________________________________________
 FG1194* NAD 83(1986) POSITION- 35 29 09.     (N) 093 51 04.     (W)   SCALED
 FG1194* NAVD 88 ORTHO HEIGHT -   118.591 (meters)      389.08  (feet) ADJUSTED
 FG1194  ______________________________________________________________________
 FG1194  GEOID HEIGHT    -        -29.251 (meters)                     GEOID18
 FG1194  DYNAMIC HEIGHT  -        118.482 (meters)      388.72  (feet) COMP
 FG1194  MODELED GRAVITY -    979,711.5   (mgal)                       NAVD 88
 FG1194
 FG1194  VERT ORDER      -  FIRST     CLASS II
 FG1194
 FG1194.The horizontal coordinates were scaled from a map and have
 FG1194.an estimated accuracy of +/- 6 seconds.
 FG1194
 FG1194.The orthometric height was determined by differential leveling and
 FG1194.adjusted by the NATIONAL GEODETIC SURVEY
 FG1194.in June 1991.
 FG1194
 FG1194.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1194.GEOID18 height accuracy estimate available here.
 FG1194
 FG1194.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV227272(NAD 83)
 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
 FG1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1194.See file dsdata.pdf to determine how the superseded data were derived.
 FG1194
 FG1194_MARKER: DB = BENCH MARK DISK
 FG1194_SETTING: 66 = SET IN ROCK OUTCROP
 FG1194_STAMPING: P 29 1932
 FG1194_MARK LOGO: CGS
 FG1194_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FG1194+STABILITY: POSITION/ELEVATION WELL
 FG1194
 FG1194  HISTORY     - Date     Condition        Report By
 FG1194  HISTORY     - 1932     MONUMENTED       CGS
 FG1194  HISTORY     - 1959     MARK NOT FOUND   CGS
 FG1194
 FG1194                          STATION DESCRIPTION
 FG1194
 FG1194'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1959
 FG1194'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0057 ***********************************************************************
 GF0057  DESIGNATION -  P 29
 GF0057  PID         -  GF0057
 GF0057  STATE/COUNTY-  AR/BAXTER
 GF0057  COUNTRY     -  US
 GF0057  USGS QUAD   -  NORFORK (2017)
 GF0057
 GF0057                         *CURRENT SURVEY CONTROL
 GF0057  ______________________________________________________________________
 GF0057* NAD 83(1986) POSITION- 36 09 57.     (N) 092 18 10.     (W)   SCALED
 GF0057* NAVD 88 ORTHO HEIGHT -   119.575 (meters)      392.31  (feet) ADJUSTED
 GF0057  ______________________________________________________________________
 GF0057  GEOID HEIGHT    -        -28.262 (meters)                     GEOID18
 GF0057  DYNAMIC HEIGHT  -        119.471 (meters)      391.96  (feet) COMP
 GF0057  MODELED GRAVITY -    979,763.4   (mgal)                       NAVD 88
 GF0057
 GF0057  VERT ORDER      -  SECOND    CLASS 0
 GF0057
 GF0057.The horizontal coordinates were scaled from a map and have
 GF0057.an estimated accuracy of +/- 6 seconds.
 GF0057
 GF0057.The orthometric height was determined by differential leveling and
 GF0057.adjusted by the NATIONAL GEODETIC SURVEY
 GF0057.in June 1991.
 GF0057
 GF0057.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0057.GEOID18 height accuracy estimate available here.
 GF0057
 GF0057.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA627025(NAD 83)
 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
 GF0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0057.See file dsdata.pdf to determine how the superseded data were derived.
 GF0057
 GF0057_MARKER: DB = BENCH MARK DISK
 GF0057_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GF0057_STAMPING: P 29 1934
 GF0057_MARK LOGO: CGS
 GF0057_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0057
 GF0057  HISTORY     - Date     Condition        Report By
 GF0057  HISTORY     - 1934     MONUMENTED       CGS
 GF0057  HISTORY     - 20100512 MARK NOT FOUND   ARHD
 GF0057  HISTORY     - 20100913 MARK NOT FOUND   ARHD
 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.
 GF0057
 GF0057                          STATION RECOVERY (2010)
 GF0057
 GF0057'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2010 (JDH)
 GF0057'MARK NOT FOUND.
 GF0057
 GF0057                          STATION RECOVERY (2010)
 GF0057
 GF0057'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2010 (VJB)
 GF0057'LANDMARKS GONE
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1672 ***********************************************************************
 EJ1672  DESIGNATION -  P 290
 EJ1672  PID         -  EJ1672
 EJ1672  STATE/COUNTY-  AR/PULASKI
 EJ1672  COUNTRY     -  US
 EJ1672  USGS QUAD   -  MAYFLOWER (2017)
 EJ1672
 EJ1672                         *CURRENT SURVEY CONTROL
 EJ1672  ______________________________________________________________________
 EJ1672* NAD 83(1986) POSITION- 34 53 07.1    (N) 092 24 29.0    (W)   HD_HELD2
 EJ1672* NAVD 88 ORTHO HEIGHT -    92.231 (meters)      302.59  (feet) ADJUSTED
 EJ1672  ______________________________________________________________________
 EJ1672  GEOID HEIGHT    -        -27.270 (meters)                     GEOID18
 EJ1672  DYNAMIC HEIGHT  -         92.145 (meters)      302.31  (feet) COMP
 EJ1672  MODELED GRAVITY -    979,699.9   (mgal)                       NAVD 88
 EJ1672
 EJ1672  VERT ORDER      -  FIRST     CLASS II
 EJ1672
 EJ1672.The horizontal coordinates were established by autonomous hand held GPS
 EJ1672.observations and have an estimated accuracy of +/- 10 meters.
 EJ1672
 EJ1672.The orthometric height was determined by differential leveling and
 EJ1672.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1672.in June 1991.
 EJ1672
 EJ1672.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1672.GEOID18 height accuracy estimate available here.
 EJ1672
 EJ1672.Click photographs - Photos may exist for this station.
 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.      362,696.      MT  (+/- 10 meters HH2 GPS)
 EJ1672
 EJ1672_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5409160483(NAD 83)
 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
 EJ1672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1672.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1672
 EJ1672_MARKER: F = FLANGE-ENCASED ROD
 EJ1672_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EJ1672_STAMPING: P 290 1984
 EJ1672_MARK LOGO: NGS
 EJ1672_PROJECTION: FLUSH
 EJ1672_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EJ1672_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EJ1672+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2012
 EJ1672_ROD/PIPE-DEPTH: 3.1 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  HISTORY     - 20120509 GOOD             ARHD
 EJ1672  HISTORY     - 20121022 GOOD             AKSSUR
 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 DEPARTMENT OF TRANSPORTATION 2003
 EJ1672'RECOVERED IN GOOD CONDITION.
 EJ1672
 EJ1672                          STATION RECOVERY (2012)
 EJ1672
 EJ1672'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (JDH)
 EJ1672'RECOVERED AS DESCRIBED
 EJ1672
 EJ1672                          STATION RECOVERY (2012)
 EJ1672
 EJ1672'RECOVERY NOTE BY AKS SURVEYING AND MAPPING 2012 (AMD)
 EJ1672'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1551 ***********************************************************************
 FG1551  DESIGNATION -  P 291
 FG1551  PID         -  FG1551
 FG1551  STATE/COUNTY-  AR/CONWAY
 FG1551  COUNTRY     -  US
 FG1551  USGS QUAD   -  MENIFEE (2017)
 FG1551
 FG1551                         *CURRENT SURVEY CONTROL
 FG1551  ______________________________________________________________________
 FG1551* NAD 83(2011) POSITION- 35 09 11.47797(N) 092 35 11.27927(W)   ADJUSTED
 FG1551* NAD 83(2011) ELLIP HT-    63.087 (meters)        (06/27/12)   ADJUSTED
 FG1551* NAD 83(2011) EPOCH   -  2010.00
 FG1551* NAVD 88 ORTHO HEIGHT -    91.411 (meters)      299.90  (feet) ADJUSTED
 FG1551  ______________________________________________________________________
 FG1551  GEOID HEIGHT    -        -28.309 (meters)                     GEOID18
 FG1551  NAD 83(2011) X  -   -235,595.197 (meters)                     COMP
 FG1551  NAD 83(2011) Y  - -5,215,393.317 (meters)                     COMP
 FG1551  NAD 83(2011) Z  -  3,651,811.687 (meters)                     COMP
 FG1551  LAPLACE CORR    -          2.72  (seconds)                    DEFLEC18
 FG1551  DYNAMIC HEIGHT  -         91.325 (meters)      299.62  (feet) COMP
 FG1551  MODELED GRAVITY -    979,697.0   (mgal)                       NAVD 88
 FG1551
 FG1551  VERT ORDER      -  FIRST     CLASS II
 FG1551
 FG1551  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FG1551  Standards:
 FG1551         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FG1551            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FG1551  -------------------------------------------------------------------
 FG1551  NETWORK    0.76   1.63           0.34   0.27   0.83      0.09427536
 FG1551  -------------------------------------------------------------------
 FG1551  Click here for local accuracies and other accuracy information.
 FG1551
 FG1551.The horizontal coordinates were established by GPS observations
 FG1551.and adjusted by the National Geodetic Survey in June 2012.
 FG1551
 FG1551.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FG1551.been affixed to the stable North American tectonic plate. See 
 FG1551.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FG1551
 FG1551.The horizontal coordinates are valid at the epoch date displayed above
 FG1551.which is a decimal equivalence of Year/Month/Day.
 FG1551
 FG1551.The orthometric height was determined by differential leveling and
 FG1551.adjusted by the NATIONAL GEODETIC SURVEY
 FG1551.in June 1991.
 FG1551
 FG1551.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1551.GEOID18 height accuracy estimate available here.
 FG1551
 FG1551.Click photographs - Photos may exist for this station.
 FG1551
 FG1551.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FG1551
 FG1551.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1551
 FG1551.The ellipsoidal height was determined by GPS observations
 FG1551.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 FG1551
 FG1551;                    North         East     Units Scale Factor Converg.
 FG1551;SPC AR N     -    91,115.134   346,564.755   MT  0.99996406   -0 20 28.6
 FG1551;SPC AR N     -   298,933.57  1,137,021.20   sFT  0.99996406   -0 20 28.6
 FG1551;UTM  15      - 3,890,109.544   537,665.268   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU3766590109(NAD 83)
 FG1551
 FG1551                          SUPERSEDED SURVEY CONTROL
 FG1551
 FG1551  NAD 83(2007)-  35 09 11.47794(N)    092 35 11.27943(W) AD(2002.00) B
 FG1551  ELLIP H (11/08/10)   63.085  (m)                       GP(2002.00) 4 2
 FG1551  ELLIP H (09/24/01)   63.097  (m)                       GP(       ) 4 2
 FG1551  NAD 83(1997)-  35 09 11.47759(N)    092 35 11.28162(W) AD(       ) 1
 FG1551  ELLIP H (09/14/99)   63.079  (m)                       GP(       ) 4 1
 FG1551  NAD 83(1986)-  35 09 11.49468(N)    092 35 11.27245(W) AD(       ) 1
 FG1551  NAVD 88              91.41   (m)          299.9    (f) LEVELING    3  
 FG1551  NGVD 29 (06/07/95)   91.453  (m)          300.04   (f) ADJUSTED    1 2
 FG1551  NGVD 29              91.45   (m)          300.0    (f) LEVELING    3  
 FG1551
 FG1551.Superseded values are not recommended for survey control.
 FG1551
 FG1551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1551.See file dsdata.pdf to determine how the superseded data were derived.
 FG1551
 FG1551_MARKER: F = FLANGE-ENCASED ROD
 FG1551_SETTING: 58 = GALVANIZED STEEL ROD IN SLEEVE (10 FT.+)
 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 - August 08, 2016
 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  HISTORY     - 20061210 GOOD             ACCU
 FG1551  HISTORY     - 20070427 GOOD             PB
 FG1551  HISTORY     - 20090521 GOOD             BFENG
 FG1551  HISTORY     - 20090523 GOOD             BFENG
 FG1551  HISTORY     - 20160808 GOOD             MDSHA
 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.
 FG1551
 FG1551                          STATION RECOVERY (2006)
 FG1551
 FG1551'RECOVERY NOTE BY ACCU AIR SURVEYS INCORPORATED 2006 (WJC)
 FG1551'RECOVERED IN GOOD CONDITION.
 FG1551
 FG1551                          STATION RECOVERY (2007)
 FG1551
 FG1551'RECOVERY NOTE BY PBS&J 2007
 FG1551'RECOVERED AS DESCRIBED
 FG1551
 FG1551                          STATION RECOVERY (2009)
 FG1551
 FG1551'RECOVERY NOTE BY B AND F ENGINEERING 2009 (KDW)
 FG1551'RECOVERED IN GOOD CONDITION.
 FG1551
 FG1551                          STATION RECOVERY (2009)
 FG1551
 FG1551'RECOVERY NOTE BY B AND F ENGINEERING 2009 (KDW)
 FG1551'RECOVERED IN GOOD CONDITION
 FG1551
 FG1551                          STATION RECOVERY (2016)
 FG1551
 FG1551'RECOVERY NOTE BY MARYLAND DOT HIGHWAY ADMINISTRATION 2016 (DDH)
 FG1551'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1590 ***********************************************************************
 FG1590  DESIGNATION -  P 292
 FG1590  PID         -  FG1590
 FG1590  STATE/COUNTY-  AR/POPE
 FG1590  COUNTRY     -  US
 FG1590  USGS QUAD   -  RUSSELLVILLE WEST (2017)
 FG1590
 FG1590                         *CURRENT SURVEY CONTROL
 FG1590  ______________________________________________________________________
 FG1590* NAD 83(1986) POSITION- 35 16 53.     (N) 093 08 42.     (W)   SCALED
 FG1590* NAVD 88 ORTHO HEIGHT -   104.538 (meters)      342.97  (feet) ADJUSTED
 FG1590  ______________________________________________________________________
 FG1590  GEOID HEIGHT    -        -29.187 (meters)                     GEOID18
 FG1590  DYNAMIC HEIGHT  -        104.438 (meters)      342.64  (feet) COMP
 FG1590  MODELED GRAVITY -    979,683.8   (mgal)                       NAVD 88
 FG1590
 FG1590  VERT ORDER      -  FIRST     CLASS II
 FG1590
 FG1590.The horizontal coordinates were scaled from a map and have
 FG1590.an estimated accuracy of +/- 6 seconds.
 FG1590
 FG1590.The orthometric height was determined by differential leveling and
 FG1590.adjusted by the NATIONAL GEODETIC SURVEY
 FG1590.in June 1991.
 FG1590
 FG1590.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1590.GEOID18 height accuracy estimate available here.
 FG1590
 FG1590.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV868042(NAD 83)
 FG1590
 FG1590                          SUPERSEDED SURVEY CONTROL
 FG1590
 FG1590.No superseded survey control is available for this station.
 FG1590
 FG1590_MARKER: I = METAL ROD
 FG1590_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FG1590+WITH SETTING: INFORMATION.
 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 DEPARTMENT OF TRANSPORTATION 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 = MARCH 20, 2026 22:17:28 EDT
 FG1576 ***********************************************************************
 FG1576  DESIGNATION -  P 293
 FG1576  PID         -  FG1576
 FG1576  STATE/COUNTY-  AR/POPE
 FG1576  COUNTRY     -  US
 FG1576  USGS QUAD   -  HOLLA BEND (2017)
 FG1576
 FG1576                         *CURRENT SURVEY CONTROL
 FG1576  ______________________________________________________________________
 FG1576* NAD 83(1986) POSITION- 35 14 55.59   (N) 093 02 07.20   (W)   HD_HELD1
 FG1576* NAVD 88 ORTHO HEIGHT -   114.985 (meters)      377.25  (feet) ADJUSTED
 FG1576  ______________________________________________________________________
 FG1576  GEOID HEIGHT    -        -28.993 (meters)                     GEOID18
 FG1576  DYNAMIC HEIGHT  -        114.876 (meters)      376.89  (feet) COMP
 FG1576  MODELED GRAVITY -    979,686.1   (mgal)                       NAVD 88
 FG1576
 FG1576  VERT ORDER      -  FIRST     CLASS II
 FG1576
 FG1576.The horizontal coordinates were determined by differentially corrected
 FG1576.hand held GPS observations or other comparable positioning techniques
 FG1576.and have an estimated accuracy of +/- 3 meters.
 FG1576
 FG1576.The orthometric height was determined by differential leveling and
 FG1576.adjusted by the NATIONAL GEODETIC SURVEY
 FG1576.in June 1991.
 FG1576
 FG1576.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1576.GEOID18 height accuracy estimate available here.
 FG1576
 FG1576.Click photographs - Photos may exist for this station.
 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     -   102,055.7     305,779.4     MT  (+/- 3 meters HH1 GPS) 
 FG1576
 FG1576_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV9678500632(NAD 83)
 FG1576
 FG1576                          SUPERSEDED SURVEY CONTROL
 FG1576
 FG1576.No superseded survey control is available for this station.
 FG1576
 FG1576_MARKER: F = FLANGE-ENCASED ROD
 FG1576_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FG1576+WITH SETTING: INFORMATION.
 FG1576_STAMPING: P 293 1984
 FG1576_MARK LOGO: NGS
 FG1576_PROJECTION: RECESSED 3 CENTIMETERS
 FG1576_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG1576_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG1576+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2015
 FG1576_ROD/PIPE-DEPTH: 1.8 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  HISTORY     - 20120214 GOOD             ARHD
 FG1576  HISTORY     - 20151020 GOOD             CONSOL
 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.
 FG1576
 FG1576                          STATION RECOVERY (2012)
 FG1576
 FG1576'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (AMC)
 FG1576'RECOVERED IN GOOD CONDITION.
 FG1576
 FG1576                          STATION RECOVERY (2015)
 FG1576
 FG1576'RECOVERY NOTE BY CONSOLIDATED LAND SERVICE 2015
 FG1576'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1613 ***********************************************************************
 FG1613  DESIGNATION -  P 294
 FG1613  PID         -  FG1613
 FG1613  STATE/COUNTY-  AR/JOHNSON
 FG1613  COUNTRY     -  US
 FG1613  USGS QUAD   -  CLARKSVILLE (2017)
 FG1613
 FG1613                         *CURRENT SURVEY CONTROL
 FG1613  ______________________________________________________________________
 FG1613* NAD 83(1986) POSITION- 35 26 30.     (N) 093 23 16.     (W)   SCALED
 FG1613* NAVD 88 ORTHO HEIGHT -   135.824 (meters)      445.62  (feet) ADJUSTED
 FG1613  ______________________________________________________________________
 FG1613  GEOID HEIGHT    -        -29.172 (meters)                     GEOID18
 FG1613  DYNAMIC HEIGHT  -        135.698 (meters)      445.20  (feet) COMP
 FG1613  MODELED GRAVITY -    979,706.3   (mgal)                       NAVD 88
 FG1613
 FG1613  VERT ORDER      -  FIRST     CLASS II
 FG1613
 FG1613.The horizontal coordinates were scaled from a map and have
 FG1613.an estimated accuracy of +/- 6 seconds.
 FG1613
 FG1613.The orthometric height was determined by differential leveling and
 FG1613.adjusted by the NATIONAL GEODETIC SURVEY
 FG1613.in June 1991.
 FG1613
 FG1613.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1613.GEOID18 height accuracy estimate available here.
 FG1613
 FG1613.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV648220(NAD 83)
 FG1613
 FG1613                          SUPERSEDED SURVEY CONTROL
 FG1613
 FG1613.No superseded survey control is available for this station.
 FG1613
 FG1613_MARKER: I = METAL ROD
 FG1613_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FG1613+WITH SETTING: INFORMATION.
 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG1613+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2015
 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  HISTORY     - 20150318 GOOD             ARHD
 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.
 FG1613
 FG1613                          STATION RECOVERY (2015)
 FG1613
 FG1613'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (WDA)
 FG1613'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FH0772 ***********************************************************************
 FH0772  DESIGNATION -  P 295
 FH0772  PID         -  FH0772
 FH0772  STATE/COUNTY-  AR/SEBASTIAN
 FH0772  COUNTRY     -  US
 FH0772  USGS QUAD   -  MULBERRY (2017)
 FH0772
 FH0772                         *CURRENT SURVEY CONTROL
 FH0772  ______________________________________________________________________
 FH0772* NAD 83(1986) POSITION- 35 25 57.     (N) 094 05 07.     (W)   SCALED
 FH0772* NAVD 88 ORTHO HEIGHT -   206.134 (meters)      676.29  (feet) ADJUSTED
 FH0772  ______________________________________________________________________
 FH0772  GEOID HEIGHT    -        -29.584 (meters)                     GEOID18
 FH0772  DYNAMIC HEIGHT  -        205.942 (meters)      675.66  (feet) COMP
 FH0772  MODELED GRAVITY -    979,699.0   (mgal)                       NAVD 88
 FH0772
 FH0772  VERT ORDER      -  FIRST     CLASS II
 FH0772
 FH0772.The horizontal coordinates were scaled from a map and have
 FH0772.an estimated accuracy of +/- 6 seconds.
 FH0772
 FH0772.The orthometric height was determined by differential leveling and
 FH0772.adjusted by the NATIONAL GEODETIC SURVEY
 FH0772.in June 1991.
 FH0772
 FH0772.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0772.GEOID18 height accuracy estimate available here.
 FH0772
 FH0772.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV014215(NAD 83)
 FH0772
 FH0772                          SUPERSEDED SURVEY CONTROL
 FH0772
 FH0772.No superseded survey control is available for this station.
 FH0772
 FH0772_MARKER: DV = VERTICAL CONTROL DISK
 FH0772_SETTING: 66 = SET IN 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 = MARCH 20, 2026 22:17:28 EDT
 FG1642 ***********************************************************************
 FG1642  DESIGNATION -  P 296
 FG1642  PID         -  FG1642
 FG1642  STATE/COUNTY-  AR/FRANKLIN
 FG1642  COUNTRY     -  US
 FG1642  USGS QUAD   -  OZARK (2017)
 FG1642
 FG1642                         *CURRENT SURVEY CONTROL
 FG1642  ______________________________________________________________________
 FG1642* NAD 83(2011) POSITION- 35 29 11.29072(N) 093 49 19.61020(W)   ADJUSTED
 FG1642* NAD 83(2011) ELLIP HT-    85.761 (meters)        (03/22/22)   ADJUSTED
 FG1642* NAD 83(2011) EPOCH   -  2010.00
 FG1642* NAVD 88 ORTHO HEIGHT -   114.955 (meters)      377.15  (feet) ADJUSTED
 FG1642  ______________________________________________________________________
 FG1642  GEOID HEIGHT    -        -29.237 (meters)                     GEOID18
 FG1642  NAD 83(2011) X  -   -346,583.689 (meters)                     COMP
 FG1642  NAD 83(2011) Y  - -5,187,788.314 (meters)                     COMP
 FG1642  NAD 83(2011) Z  -  3,681,995.520 (meters)                     COMP
 FG1642  LAPLACE CORR    -          1.16  (seconds)                    DEFLEC18
 FG1642  DYNAMIC HEIGHT  -        114.850 (meters)      376.80  (feet) COMP
 FG1642  MODELED GRAVITY -    979,714.0   (mgal)                       NAVD 88
 FG1642
 FG1642  VERT ORDER      -  FIRST     CLASS II
 FG1642
 FG1642  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FG1642  Standards:
 FG1642         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FG1642            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FG1642  -------------------------------------------------------------------
 FG1642  NETWORK    1.01   1.49           0.43   0.39   0.76      0.20659905
 FG1642  -------------------------------------------------------------------
 FG1642  Click here for local accuracies and other accuracy information.
 FG1642
 FG1642.The horizontal coordinates were established by GPS observations
 FG1642.and adjusted by the USACE LITTLE ROCK in March 2022.
 FG1642
 FG1642.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FG1642.been affixed to the stable North American tectonic plate. See 
 FG1642.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FG1642
 FG1642.The horizontal coordinates are valid at the epoch date displayed above
 FG1642.which is a decimal equivalence of Year/Month/Day.
 FG1642
 FG1642.The orthometric height was determined by differential leveling and
 FG1642.adjusted by the NATIONAL GEODETIC SURVEY
 FG1642.in June 1991.
 FG1642
 FG1642.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1642.GEOID18 height accuracy estimate available here.
 FG1642
 FG1642.Click photographs - Photos may exist for this station.
 FG1642
 FG1642.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FG1642
 FG1642.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1642
 FG1642.The ellipsoidal height was determined by GPS observations
 FG1642.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 FG1642
 FG1642;                    North         East     Units Scale Factor Converg.
 FG1642;SPC AR N     -   129,460.224   234,672.782   MT  0.99993738   -1 03 37.0
 FG1642;SPC AR N     -   424,737.42    769,922.29   sFT  0.99993738   -1 03 37.0
 FG1642;UTM  15      - 3,927,303.461   425,426.595   MT  0.99966853   -0 28 38.2
 FG1642
 FG1642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FG1642!SPC AR N     -   0.99998654  x   0.99993738  =   0.99992392
 FG1642!UTM  15      -   0.99998654  x   0.99966853  =   0.99965507
 FG1642
 FG1642_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV2542627303(NAD 83)
 FG1642
 FG1642                          SUPERSEDED SURVEY CONTROL
 FG1642
 FG1642.No superseded survey control is available for this station.
 FG1642
 FG1642_MARKER: F = FLANGE-ENCASED ROD
 FG1642_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FG1642+WITH SETTING: INFORMATION.
 FG1642_STAMPING: P 296 1984
 FG1642_MARK LOGO: NGS
 FG1642_PROJECTION: FLUSH
 FG1642_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1642_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG1642+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2022
 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  HISTORY     - 20080420 GOOD             GEOCAC
 FG1642  HISTORY     - 20150129 GOOD             ARHD
 FG1642  HISTORY     - 20200210 GOOD             USACEL
 FG1642  HISTORY     - 20221026 GOOD             ARHD
 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.
 FG1642
 FG1642                          STATION RECOVERY (2008)
 FG1642
 FG1642'RECOVERY NOTE BY GEOCACHING 2008 (CA)
 FG1642'RECOVERED IN GOOD CONDITION.
 FG1642
 FG1642                          STATION RECOVERY (2015)
 FG1642
 FG1642'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 FG1642'RECOVERED IN GOOD CONDITION.
 FG1642
 FG1642                          STATION RECOVERY (2020)
 FG1642
 FG1642'RECOVERY NOTE BY USACE LITTLE ROCK 2020 (JKC)
 FG1642'RECOVERED AS DESCRIBED.
 FG1642
 FG1642                          STATION RECOVERY (2022)
 FG1642
 FG1642'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2022 (JDH)
 FG1642'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FH0797 ***********************************************************************
 FH0797  DESIGNATION -  P 297
 FH0797  PID         -  FH0797
 FH0797  STATE/COUNTY-  AR/SEBASTIAN
 FH0797  COUNTRY     -  US
 FH0797  USGS QUAD   -  BARLING (2017)
 FH0797
 FH0797                         *CURRENT SURVEY CONTROL
 FH0797  ______________________________________________________________________
 FH0797* NAD 83(1986) POSITION- 35 20 53.     (N) 094 20 28.     (W)   SCALED
 FH0797* NAVD 88 ORTHO HEIGHT -   130.106 (meters)      426.86  (feet) ADJUSTED
 FH0797  ______________________________________________________________________
 FH0797  GEOID HEIGHT    -        -30.171 (meters)                     GEOID18
 FH0797  DYNAMIC HEIGHT  -        129.983 (meters)      426.45  (feet) COMP
 FH0797  MODELED GRAVITY -    979,689.0   (mgal)                       NAVD 88
 FH0797
 FH0797  VERT ORDER      -  FIRST     CLASS II
 FH0797
 FH0797.The horizontal coordinates were scaled from a map and have
 FH0797.an estimated accuracy of +/- 6 seconds.
 FH0797
 FH0797.The orthometric height was determined by differential leveling and
 FH0797.adjusted by the NATIONAL GEODETIC SURVEY
 FH0797.in June 1991.
 FH0797
 FH0797.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0797.GEOID18 height accuracy estimate available here.
 FH0797
 FH0797.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV781124(NAD 83)
 FH0797
 FH0797                          SUPERSEDED SURVEY CONTROL
 FH0797
 FH0797.No superseded survey control is available for this station.
 FH0797
 FH0797_MARKER: I = METAL ROD
 FH0797_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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  HISTORY     - 20160528 MARK NOT FOUND   GEOCAC
 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.
 FH0797
 FH0797                          STATION RECOVERY (2016)
 FH0797
 FH0797'RECOVERY NOTE BY GEOCACHING 2016 (WTL)
 FH0797'UNRECOVERABLE AS DESCRIBED.  THE CHURCH WAS TORN DOWN, AND THIS AREA
 FH0797'
 FH0797'HAS BEEN BUILT OVER.  MARK PROBABLY DESTROYED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FH0819 ***********************************************************************
 FH0819  DESIGNATION -  P 298
 FH0819  PID         -  FH0819
 FH0819  STATE/COUNTY-  AR/SEBASTIAN
 FH0819  COUNTRY     -  US
 FH0819  USGS QUAD   -  GREENWOOD (2017)
 FH0819
 FH0819                         *CURRENT SURVEY CONTROL
 FH0819  ______________________________________________________________________
 FH0819* NAD 83(1986) POSITION- 35 13 55.3    (N) 094 19 04.2    (W)   HD_HELD2
 FH0819* NAVD 88 ORTHO HEIGHT -   167.687 (meters)      550.15  (feet) ADJUSTED
 FH0819  ______________________________________________________________________
 FH0819  GEOID HEIGHT    -        -30.493 (meters)                     GEOID18
 FH0819  DYNAMIC HEIGHT  -        167.525 (meters)      549.62  (feet) COMP
 FH0819  MODELED GRAVITY -    979,664.9   (mgal)                       NAVD 88
 FH0819
 FH0819  VERT ORDER      -  FIRST     CLASS II
 FH0819
 FH0819.The horizontal coordinates were established by autonomous hand held GPS
 FH0819.observations and have an estimated accuracy of +/- 10 meters.
 FH0819
 FH0819.The orthometric height was determined by differential leveling and
 FH0819.adjusted by the NATIONAL GEODETIC SURVEY
 FH0819.in June 1991.
 FH0819
 FH0819.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0819.GEOID18 height accuracy estimate available here.
 FH0819
 FH0819.Click photographs - Photos may exist for this station.
 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     -   102,186.      189,037.      MT  (+/- 10 meters HH2 GPS)
 FH0819
 FH0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU8008299570(NAD 83)
 FH0819
 FH0819                          SUPERSEDED SURVEY CONTROL
 FH0819
 FH0819.No superseded survey control is available for this station.
 FH0819
 FH0819_MARKER: DV = VERTICAL CONTROL 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 = MARCH 20, 2026 22:17:28 EDT
 EK0676 ***********************************************************************
 EK0676  DESIGNATION -  P 299
 EK0676  PID         -  EK0676
 EK0676  STATE/COUNTY-  AR/SCOTT
 EK0676  COUNTRY     -  US
 EK0676  USGS QUAD   -  WALDRON (2017)
 EK0676
 EK0676                         *CURRENT SURVEY CONTROL
 EK0676  ______________________________________________________________________
 EK0676* NAD 83(1986) POSITION- 34 56 51.01   (N) 094 06 17.40   (W)   HD_HELD1
 EK0676* NAVD 88 ORTHO HEIGHT -   206.700 (meters)      678.15  (feet) ADJUSTED
 EK0676  ______________________________________________________________________
 EK0676  GEOID HEIGHT    -        -30.681 (meters)                     GEOID18
 EK0676  DYNAMIC HEIGHT  -        206.488 (meters)      677.45  (feet) COMP
 EK0676  MODELED GRAVITY -    979,605.3   (mgal)                       NAVD 88
 EK0676
 EK0676  VERT ORDER      -  FIRST     CLASS II
 EK0676
 EK0676.The horizontal coordinates were determined by differentially corrected
 EK0676.hand held GPS observations or other comparable positioning techniques
 EK0676.and have an estimated accuracy of +/- 3 meters.
 EK0676
 EK0676.The orthometric height was determined by differential leveling and
 EK0676.adjusted by the NATIONAL GEODETIC SURVEY
 EK0676.in June 1991.
 EK0676
 EK0676.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0676.GEOID18 height accuracy estimate available here.
 EK0676
 EK0676.Click photographs - Photos may exist for this station.
 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     -    70,192.4     207,746.2     MT  (+/- 3 meters HH1 GPS) 
 EK0676
 EK0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU9911567778(NAD 83)
 EK0676
 EK0676                          SUPERSEDED SURVEY CONTROL
 EK0676
 EK0676.No superseded survey control is available for this station.
 EK0676
 EK0676_MARKER: F = FLANGE-ENCASED ROD
 EK0676_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EK0676_STAMPING: P 299 1985
 EK0676_MARK LOGO: NGS
 EK0676_PROJECTION: FLUSH
 EK0676_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0676_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EK0676+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2024
 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  HISTORY     - 20230321 GOOD             ARHD
 EK0676  HISTORY     - 20240311 GOOD             ARHD
 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.
 EK0676
 EK0676                          STATION RECOVERY (2023)
 EK0676
 EK0676'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2023 (CW)
 EK0676'RECOVERED IN GOOD CONDITION.
 EK0676
 EK0676                          STATION RECOVERY (2024)
 EK0676
 EK0676'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (JDH)
 EK0676'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0042 ***********************************************************************
 GF0042  DESIGNATION -  P 3
 GF0042  PID         -  GF0042
 GF0042  STATE/COUNTY-  AR/BAXTER
 GF0042  COUNTRY     -  US
 GF0042  USGS QUAD   -  BUFFALO CITY (2017)
 GF0042
 GF0042                         *CURRENT SURVEY CONTROL
 GF0042  ______________________________________________________________________
 GF0042* NAD 83(1986) POSITION- 36 14 05.     (N) 092 28 26.     (W)   SCALED
 GF0042* NAVD 88 ORTHO HEIGHT -   132.520 (meters)      434.78  (feet) ADJUSTED
 GF0042  ______________________________________________________________________
 GF0042  GEOID HEIGHT    -        -28.439 (meters)                     GEOID18
 GF0042  DYNAMIC HEIGHT  -        132.405 (meters)      434.40  (feet) COMP
 GF0042  MODELED GRAVITY -    979,767.9   (mgal)                       NAVD 88
 GF0042
 GF0042  VERT ORDER      -  SECOND    CLASS 0
 GF0042
 GF0042.The horizontal coordinates were scaled from a map and have
 GF0042.an estimated accuracy of +/- 6 seconds.
 GF0042
 GF0042.The orthometric height was determined by differential leveling and
 GF0042.adjusted by the NATIONAL GEODETIC SURVEY
 GF0042.in June 1991.
 GF0042
 GF0042.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0042.GEOID18 height accuracy estimate available here.
 GF0042
 GF0042.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA472101(NAD 83)
 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
 GF0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0042.See file dsdata.pdf to determine how the superseded data were derived.
 GF0042
 GF0042_MARKER: DB = BENCH MARK DISK
 GF0042_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GF0042_STAMPING: P 3 1934
 GF0042_MARK LOGO: CGS
 GF0042_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0042_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GF0042+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2014
 GF0042
 GF0042  HISTORY     - Date     Condition        Report By
 GF0042  HISTORY     - 1934     MONUMENTED       CGS
 GF0042  HISTORY     - 20100913 GOOD             ARHD
 GF0042  HISTORY     - 20140410 GOOD             ARHD
 GF0042  HISTORY     - 20141107 GOOD             CONSOL
 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.
 GF0042
 GF0042                          STATION RECOVERY (2010)
 GF0042
 GF0042'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2010 (VJB)
 GF0042'NEW DESCRIPTION
 GF0042'47 ' E FROM CENTER OF RR TRACKS AND GRADE CROSSING CENTERLINE
 GF0042'48' S OF CENTERLINE OF ROAD
 GF0042
 GF0042                          STATION RECOVERY (2014)
 GF0042
 GF0042'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014
 GF0042'RECOVERED IN GOOD CONDITION.
 GF0042
 GF0042                          STATION RECOVERY (2014)
 GF0042
 GF0042'RECOVERY NOTE BY CONSOLIDATED LAND SERVICE 2014 (DB)
 GF0042'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0743 ***********************************************************************
 FF0743  DESIGNATION -  P 3
 FF0743  PID         -  FF0743
 FF0743  STATE/COUNTY-  AR/CRAIGHEAD
 FF0743  COUNTRY     -  US
 FF0743  USGS QUAD   -  JONESBORO (2017)
 FF0743
 FF0743                         *CURRENT SURVEY CONTROL
 FF0743  ______________________________________________________________________
 FF0743* NAD 83(1986) POSITION- 35 49 16.     (N) 090 39 09.     (W)   SCALED
 FF0743* NAVD 88 ORTHO HEIGHT -    76.696 (meters)      251.63  (feet) ADJUSTED
 FF0743  ______________________________________________________________________
 FF0743  GEOID HEIGHT    -        -27.840 (meters)                     GEOID18
 FF0743  DYNAMIC HEIGHT  -         76.630 (meters)      251.41  (feet) COMP
 FF0743  MODELED GRAVITY -    979,780.6   (mgal)                       NAVD 88
 FF0743
 FF0743  VERT ORDER      -  SECOND    CLASS I
 FF0743
 FF0743.The horizontal coordinates were scaled from a map and have
 FF0743.an estimated accuracy of +/- 6 seconds.
 FF0743
 FF0743.The orthometric height was determined by differential leveling and
 FF0743.adjusted by the NATIONAL GEODETIC SURVEY
 FF0743.in January 2022.
 FF0743
 FF0743.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0743.GEOID18 height accuracy estimate available here.
 FF0743
 FF0743.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV120666(NAD 83)
 FF0743
 FF0743                          SUPERSEDED SURVEY CONTROL
 FF0743
 FF0743  NAVD 88 (02/07/13)   76.693  (m)          251.62   (f) SUPERSEDED  1 2
 FF0743  NAVD 88 (06/15/91)   76.696  (m)          251.63   (f) SUPERSEDED  1 2
 FF0743  NGVD 29 (10/05/93)   76.618  (m)          251.37   (f) ADJUSTED    1 2
 FF0743  NGVD 29 (??/??/87)   76.608  (m)          251.34   (f) SUPERSEDED  1 2
 FF0743
 FF0743.Superseded values are not recommended for survey control.
 FF0743
 FF0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0743.See file dsdata.pdf to determine how the superseded data were derived.
 FF0743
 FF0743_MARKER: DB = BENCH MARK DISK
 FF0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0743_STAMPING: P 3 1928 251.338
 FF0743_MARK LOGO: CGS
 FF0743_PROJECTION: FLUSH
 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 - December 01, 2010
 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  HISTORY     - 20061205 GOOD             INDIV
 FF0743  HISTORY     - 20101201 GOOD             ASSOEN
 FF0743  HISTORY     - 20130220 GOOD             INDIV
 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.
 FF0743
 FF0743                          STATION RECOVERY (2006)
 FF0743
 FF0743'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JHB)
 FF0743'RECOVERED IN GOOD CONDITION.
 FF0743
 FF0743                          STATION RECOVERY (2010)
 FF0743
 FF0743'RECOVERY NOTE BY ASSOCIATED ENGINEERING 2010 (MPM)
 FF0743'RECOVERED AS DESCRIBED.
 FF0743
 FF0743                          STATION RECOVERY (2013)
 FF0743
 FF0743'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (JLH)
 FF0743'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0054 ***********************************************************************
 GF0054  DESIGNATION -  P 30
 GF0054  PID         -  GF0054
 GF0054  STATE/COUNTY-  AR/BAXTER
 GF0054  COUNTRY     -  US
 GF0054  USGS QUAD   -  NORFORK (2017)
 GF0054
 GF0054                         *CURRENT SURVEY CONTROL
 GF0054  ______________________________________________________________________
 GF0054* NAD 83(1986) POSITION- 36 12 39.     (N) 092 17 14.     (W)   SCALED
 GF0054* NAVD 88 ORTHO HEIGHT -   125.158 (meters)      410.62  (feet) ADJUSTED
 GF0054  ______________________________________________________________________
 GF0054  GEOID HEIGHT    -        -28.301 (meters)                     GEOID18
 GF0054  DYNAMIC HEIGHT  -        125.050 (meters)      410.27  (feet) COMP
 GF0054  MODELED GRAVITY -    979,772.8   (mgal)                       NAVD 88
 GF0054
 GF0054  VERT ORDER      -  SECOND    CLASS 0
 GF0054
 GF0054.The horizontal coordinates were scaled from a map and have
 GF0054.an estimated accuracy of +/- 6 seconds.
 GF0054
 GF0054.The orthometric height was determined by differential leveling and
 GF0054.adjusted by the NATIONAL GEODETIC SURVEY
 GF0054.in June 1991.
 GF0054
 GF0054.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0054.GEOID18 height accuracy estimate available here.
 GF0054
 GF0054.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA640075(NAD 83)
 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
 GF0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0054.See file dsdata.pdf to determine how the superseded data were derived.
 GF0054
 GF0054_MARKER: DB = BENCH MARK DISK
 GF0054_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GF0054_STAMPING: P 30 1934
 GF0054_MARK LOGO: CGS
 GF0054_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1006 ***********************************************************************
 FG1006  DESIGNATION -  P 30
 FG1006  PID         -  FG1006
 FG1006  STATE/COUNTY-  AR/POPE
 FG1006  COUNTRY     -  US
 FG1006  USGS QUAD   -  DELAWARE (2017)
 FG1006
 FG1006                         *CURRENT SURVEY CONTROL
 FG1006  ______________________________________________________________________
 FG1006* NAD 83(1986) POSITION- 35 19 29.     (N) 093 16 46.     (W)   SCALED
 FG1006* NAVD 88 ORTHO HEIGHT -   104.749 (meters)      343.66  (feet) ADJUSTED
 FG1006  ______________________________________________________________________
 FG1006  GEOID HEIGHT    -        -29.310 (meters)                     GEOID18
 FG1006  DYNAMIC HEIGHT  -        104.650 (meters)      343.34  (feet) COMP
 FG1006  MODELED GRAVITY -    979,688.3   (mgal)                       NAVD 88
 FG1006
 FG1006  VERT ORDER      -  FIRST     CLASS II
 FG1006
 FG1006.The horizontal coordinates were scaled from a map and have
 FG1006.an estimated accuracy of +/- 6 seconds.
 FG1006
 FG1006.The orthometric height was determined by differential leveling and
 FG1006.adjusted by the NATIONAL GEODETIC SURVEY
 FG1006.in June 1991.
 FG1006
 FG1006.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1006.GEOID18 height accuracy estimate available here.
 FG1006
 FG1006.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV746090(NAD 83)
 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
 FG1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1006.See file dsdata.pdf to determine how the superseded data were derived.
 FG1006
 FG1006_MARKER: DB = BENCH MARK DISK
 FG1006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1006_STAMPING: 343.625 P 30 1932
 FG1006_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EK0703 ***********************************************************************
 EK0703  DESIGNATION -  P 300
 EK0703  PID         -  EK0703
 EK0703  STATE/COUNTY-  AR/POLK
 EK0703  COUNTRY     -  US
 EK0703  USGS QUAD   -  ACORN (2017)
 EK0703
 EK0703                         *CURRENT SURVEY CONTROL
 EK0703  ______________________________________________________________________
 EK0703* NAD 83(1986) POSITION- 34 40 20.     (N) 094 09 23.     (W)   SCALED
 EK0703* NAVD 88 ORTHO HEIGHT -   394.619 (meters)     1294.68  (feet) ADJUSTED
 EK0703  ______________________________________________________________________
 EK0703  GEOID HEIGHT    -        -30.263 (meters)                     GEOID18
 EK0703  DYNAMIC HEIGHT  -        394.193 (meters)     1293.28  (feet) COMP
 EK0703  MODELED GRAVITY -    979,544.2   (mgal)                       NAVD 88
 EK0703
 EK0703  VERT ORDER      -  FIRST     CLASS II
 EK0703
 EK0703.The horizontal coordinates were scaled from a map and have
 EK0703.an estimated accuracy of +/- 6 seconds.
 EK0703
 EK0703.The orthometric height was determined by differential leveling and
 EK0703.adjusted by the NATIONAL GEODETIC SURVEY
 EK0703.in June 1991.
 EK0703
 EK0703.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0703.GEOID18 height accuracy estimate available here.
 EK0703
 EK0703.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU940373(NAD 83)
 EK0703
 EK0703                          SUPERSEDED SURVEY CONTROL
 EK0703
 EK0703.No superseded survey control is available for this station.
 EK0703
 EK0703_MARKER: DV = VERTICAL CONTROL DISK
 EK0703_SETTING: 66 = SET IN 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  HISTORY     - 20070621 GOOD             ARHD
 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.
 EK0703
 EK0703                          STATION RECOVERY (2007)
 EK0703
 EK0703'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2007 (WDA)
 EK0703'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EK0730 ***********************************************************************
 EK0730  DESIGNATION -  P 301
 EK0730  PID         -  EK0730
 EK0730  STATE/COUNTY-  AR/POLK
 EK0730  COUNTRY     -  US
 EK0730  USGS QUAD   -  COVE (2017)
 EK0730
 EK0730                         *CURRENT SURVEY CONTROL
 EK0730  ______________________________________________________________________
 EK0730* NAD 83(1986) POSITION- 34 23 30.     (N) 094 23 35.     (W)   SCALED
 EK0730* NAVD 88 ORTHO HEIGHT -   329.407 (meters)     1080.73  (feet) ADJUSTED
 EK0730  ______________________________________________________________________
 EK0730  GEOID HEIGHT    -        -29.587 (meters)                     GEOID18
 EK0730  DYNAMIC HEIGHT  -        329.053 (meters)     1079.57  (feet) COMP
 EK0730  MODELED GRAVITY -    979,552.6   (mgal)                       NAVD 88
 EK0730
 EK0730  VERT ORDER      -  FIRST     CLASS II
 EK0730
 EK0730.The horizontal coordinates were scaled from a map and have
 EK0730.an estimated accuracy of +/- 6 seconds.
 EK0730
 EK0730.The orthometric height was determined by differential leveling and
 EK0730.adjusted by the NATIONAL GEODETIC SURVEY
 EK0730.in June 1991.
 EK0730
 EK0730.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0730.GEOID18 height accuracy estimate available here.
 EK0730
 EK0730.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU719064(NAD 83)
 EK0730
 EK0730                          SUPERSEDED SURVEY CONTROL
 EK0730
 EK0730.No superseded survey control is available for this station.
 EK0730
 EK0730_MARKER: I = METAL ROD
 EK0730_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 EK0753 ***********************************************************************
 EK0753  DESIGNATION -  P 302
 EK0753  PID         -  EK0753
 EK0753  STATE/COUNTY-  AR/SEVIER
 EK0753  COUNTRY     -  US
 EK0753  USGS QUAD   -  GILLHAM (2017)
 EK0753
 EK0753                         *CURRENT SURVEY CONTROL
 EK0753  ______________________________________________________________________
 EK0753* NAD 83(1986) POSITION- 34 10 39.01   (N) 094 19 53.93   (W)   HD_HELD1
 EK0753* NAVD 88 ORTHO HEIGHT -   250.147 (meters)      820.69  (feet) ADJUSTED
 EK0753  ______________________________________________________________________
 EK0753  GEOID HEIGHT    -        -28.300 (meters)                     GEOID18
 EK0753  DYNAMIC HEIGHT  -        249.890 (meters)      819.85  (feet) COMP
 EK0753  MODELED GRAVITY -    979,603.5   (mgal)                       NAVD 88
 EK0753
 EK0753  VERT ORDER      -  FIRST     CLASS II
 EK0753
 EK0753.The horizontal coordinates were determined by differentially corrected
 EK0753.hand held GPS observations or other comparable positioning techniques
 EK0753.and have an estimated accuracy of +/- 3 meters.
 EK0753
 EK0753.The orthometric height was determined by differential leveling and
 EK0753.adjusted by the NATIONAL GEODETIC SURVEY
 EK0753.in June 1991.
 EK0753
 EK0753.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0753.GEOID18 height accuracy estimate available here.
 EK0753
 EK0753.Click photographs - Photos may exist for this station.
 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     -   570,018.2     185,075.8     MT  (+/- 3 meters HH1 GPS) 
 EK0753
 EK0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT7727782638(NAD 83)
 EK0753
 EK0753                          SUPERSEDED SURVEY CONTROL
 EK0753
 EK0753.No superseded survey control is available for this station.
 EK0753
 EK0753_MARKER: I = METAL ROD
 EK0753_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EK0753+WITH SETTING: INFORMATION.
 EK0753_STAMPING: P 302 1985
 EK0753_MARK LOGO: NGS
 EK0753_PROJECTION: RECESSED 3 CENTIMETERS
 EK0753_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EK0753_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EK0753+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2018
 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  HISTORY     - 20160316 GOOD             ARHD
 EK0753  HISTORY     - 20180814 GOOD             ARHD
 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.
 EK0753
 EK0753                          STATION RECOVERY (2016)
 EK0753
 EK0753'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (BAB)
 EK0753'RECOVERED IN GOOD CONDITION.
 EK0753
 EK0753                          STATION RECOVERY (2018)
 EK0753
 EK0753'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (BAB)
 EK0753'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DM1066 ***********************************************************************
 DM1066  DESIGNATION -  P 303
 DM1066  PID         -  DM1066
 DM1066  STATE/COUNTY-  AR/LITTLE RIVER
 DM1066  COUNTRY     -  US
 DM1066  USGS QUAD   -  WINTHROP (2017)
 DM1066
 DM1066                         *CURRENT SURVEY CONTROL
 DM1066  ______________________________________________________________________
 DM1066* NAD 83(1986) POSITION- 33 49 54.     (N) 094 21 31.     (W)   SCALED
 DM1066* NAVD 88 ORTHO HEIGHT -   102.700 (meters)      336.94  (feet) ADJUSTED
 DM1066  ______________________________________________________________________
 DM1066  GEOID HEIGHT    -        -27.336 (meters)                     GEOID18
 DM1066  DYNAMIC HEIGHT  -        102.595 (meters)      336.60  (feet) COMP
 DM1066  MODELED GRAVITY -    979,610.2   (mgal)                       NAVD 88
 DM1066
 DM1066  VERT ORDER      -  FIRST     CLASS II
 DM1066
 DM1066.The horizontal coordinates were scaled from a map and have
 DM1066.an estimated accuracy of +/- 6 seconds.
 DM1066
 DM1066.The orthometric height was determined by differential leveling and
 DM1066.adjusted by the NATIONAL GEODETIC SURVEY
 DM1066.in June 1991.
 DM1066
 DM1066.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1066.GEOID18 height accuracy estimate available here.
 DM1066
 DM1066.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT742443(NAD 83)
 DM1066
 DM1066                          SUPERSEDED SURVEY CONTROL
 DM1066
 DM1066.No superseded survey control is available for this station.
 DM1066
 DM1066_MARKER: I = METAL ROD
 DM1066_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2636 ***********************************************************************
 EH2636  DESIGNATION -  P 305
 EH2636  PID         -  EH2636
 EH2636  STATE/COUNTY-  AR/DESHA
 EH2636  COUNTRY     -  US
 EH2636  USGS QUAD   -  SNOW LAKE (2017)
 EH2636
 EH2636                         *CURRENT SURVEY CONTROL
 EH2636  ______________________________________________________________________
 EH2636* NAD 83(1986) POSITION- 34 03 27.     (N) 091 04 12.     (W)   SCALED
 EH2636* NAVD 88 ORTHO HEIGHT -    47.830 (meters)      156.92  (feet) ADJUSTED
 EH2636  ______________________________________________________________________
 EH2636  GEOID HEIGHT    -        -26.495 (meters)                     GEOID18
 EH2636  DYNAMIC HEIGHT  -         47.782 (meters)      156.76  (feet) COMP
 EH2636  MODELED GRAVITY -    979,643.8   (mgal)                       NAVD 88
 EH2636
 EH2636  VERT ORDER      -  FIRST     CLASS II
 EH2636
 EH2636.The horizontal coordinates were scaled from a map and have
 EH2636.an estimated accuracy of +/- 6 seconds.
 EH2636
 EH2636.The orthometric height was determined by differential leveling and
 EH2636.adjusted by the NATIONAL GEODETIC SURVEY
 EH2636.in June 1991.
 EH2636
 EH2636.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2636.GEOID18 height accuracy estimate available here.
 EH2636
 EH2636.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT781702(NAD 83)
 EH2636
 EH2636                          SUPERSEDED SURVEY CONTROL
 EH2636
 EH2636  NGVD 29 (11/26/84)   47.879  (m)          157.08   (f) ADJUSTED    1 2
 EH2636
 EH2636.Superseded values are not recommended for survey control.
 EH2636
 EH2636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2636.See file dsdata.pdf to determine how the superseded data were derived.
 EH2636
 EH2636_MARKER: I = METAL ROD
 EH2636_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 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             USACE
 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 ARMY CORPS OF ENGINEERS 2000 (JMH)
 EH2636'RECOVERED IN GOOD CONDITION.  STAMPING IS ON COLLAR.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DM1150 ***********************************************************************
 DM1150  DESIGNATION -  P 307
 DM1150  PID         -  DM1150
 DM1150  STATE/COUNTY-  AR/LITTLE RIVER
 DM1150  COUNTRY     -  US
 DM1150  USGS QUAD   -  OGDEN (2017)
 DM1150
 DM1150                         *CURRENT SURVEY CONTROL
 DM1150  ______________________________________________________________________
 DM1150* NAD 83(1986) POSITION- 33 34 57.     (N) 094 02 20.     (W)   SCALED
 DM1150* NAVD 88 ORTHO HEIGHT -    92.533 (meters)      303.59  (feet) ADJUSTED
 DM1150  ______________________________________________________________________
 DM1150  GEOID HEIGHT    -        -27.035 (meters)                     GEOID18
 DM1150  DYNAMIC HEIGHT  -         92.436 (meters)      303.27  (feet) COMP
 DM1150  MODELED GRAVITY -    979,583.2   (mgal)                       NAVD 88
 DM1150
 DM1150  VERT ORDER      -  FIRST     CLASS II
 DM1150
 DM1150.The horizontal coordinates were scaled from a map and have
 DM1150.an estimated accuracy of +/- 6 seconds.
 DM1150
 DM1150.The orthometric height was determined by differential leveling and
 DM1150.adjusted by the NATIONAL GEODETIC SURVEY
 DM1150.in June 1991.
 DM1150
 DM1150.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1150.GEOID18 height accuracy estimate available here.
 DM1150
 DM1150.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT035163(NAD 83)
 DM1150
 DM1150                          SUPERSEDED SURVEY CONTROL
 DM1150
 DM1150.No superseded survey control is available for this station.
 DM1150
 DM1150_MARKER: I = METAL ROD
 DM1150_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 GE1272 ***********************************************************************
 GE1272  DESIGNATION -  P 308
 GE1272  PID         -  GE1272
 GE1272  STATE/COUNTY-  AR/FULTON
 GE1272  COUNTRY     -  US
 GE1272  USGS QUAD   -  MAMMOTH SPRING (2017)
 GE1272
 GE1272                         *CURRENT SURVEY CONTROL
 GE1272  ______________________________________________________________________
 GE1272* NAD 83(1986) POSITION- 36 28 11.     (N) 091 30 12.     (W)   SCALED
 GE1272* NAVD 88 ORTHO HEIGHT -   172.119 (meters)      564.69  (feet) ADJUSTED
 GE1272  ______________________________________________________________________
 GE1272  GEOID HEIGHT    -        -28.514 (meters)                     GEOID18
 GE1272  DYNAMIC HEIGHT  -        171.978 (meters)      564.23  (feet) COMP
 GE1272  MODELED GRAVITY -    979,806.1   (mgal)                       NAVD 88
 GE1272
 GE1272  VERT ORDER      -  FIRST     CLASS II
 GE1272
 GE1272.The horizontal coordinates were scaled from a map and have
 GE1272.an estimated accuracy of +/- 6 seconds.
 GE1272
 GE1272.The orthometric height was determined by differential leveling and
 GE1272.adjusted by the NATIONAL GEODETIC SURVEY
 GE1272.in January 1995.
 GE1272
 GE1272.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE1272.GEOID18 height accuracy estimate available here.
 GE1272
 GE1272.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA340370(NAD 83)
 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
 GE1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1272.See file dsdata.pdf to determine how the superseded data were derived.
 GE1272
 GE1272_MARKER: DV = VERTICAL CONTROL DISK
 GE1272_SETTING: 66 = SET IN ROCK OUTCROP
 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 = MARCH 20, 2026 22:17:28 EDT
 GG0924 ***********************************************************************
 GG0924  DESIGNATION -  P 309
 GG0924  PID         -  GG0924
 GG0924  STATE/COUNTY-  AR/BENTON
 GG0924  COUNTRY     -  US
 GG0924  USGS QUAD   -  PEA RIDGE (2017)
 GG0924
 GG0924                         *CURRENT SURVEY CONTROL
 GG0924  ______________________________________________________________________
 GG0924* NAD 83(1986) POSITION- 36 24 36.7    (N) 094 04 16.2    (W)   HD_HELD2
 GG0924* NAVD 88 ORTHO HEIGHT -   407.230 (meters)     1336.05  (feet) ADJUSTED
 GG0924  ______________________________________________________________________
 GG0924  GEOID HEIGHT    -        -28.209 (meters)                     GEOID18
 GG0924  DYNAMIC HEIGHT  -        406.872 (meters)     1334.88  (feet) COMP
 GG0924  MODELED GRAVITY -    979,741.0   (mgal)                       NAVD 88
 GG0924
 GG0924  VERT ORDER      -  FIRST     CLASS II
 GG0924
 GG0924.The horizontal coordinates were established by autonomous hand held GPS
 GG0924.observations and have an estimated accuracy of +/- 10 meters.
 GG0924
 GG0924.The orthometric height was determined by differential leveling and
 GG0924.adjusted by the NATIONAL GEODETIC SURVEY
 GG0924.in June 1991.
 GG0924
 GG0924.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0924.GEOID18 height accuracy estimate available here.
 GG0924
 GG0924.Click photographs - Photos may exist for this station.
 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     -   232,376.      214,234.      MT  (+/- 10 meters HH2 GPS)
 GG0924
 GG0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA0395929979(NAD 83)
 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
 GG0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0924.See file dsdata.pdf to determine how the superseded data were derived.
 GG0924
 GG0924_MARKER: I = METAL ROD
 GG0924_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 SUITABLE FOR
 GG0924+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2007
 GG0924_ROD/PIPE-DEPTH: 4.6 meters
 GG0924
 GG0924  HISTORY     - Date     Condition        Report By
 GG0924  HISTORY     - 1989     MONUMENTED       NGS
 GG0924  HISTORY     - 20070909 GOOD             GEOCAC
 GG0924  HISTORY     - 20100119 MARK NOT FOUND   AR-007
 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.
 GG0924
 GG0924                          STATION RECOVERY (2007)
 GG0924
 GG0924'RECOVERY NOTE BY GEOCACHING 2007 (CB)
 GG0924'RECOVERED IN GOOD CONDITION.
 GG0924
 GG0924                          STATION RECOVERY (2010)
 GG0924
 GG0924'RECOVERY NOTE BY BENTON COUNTY ARKANSAS 2010 (GT)
 GG0924'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0073 ***********************************************************************
 GF0073  DESIGNATION -  P 31
 GF0073  PID         -  GF0073
 GF0073  STATE/COUNTY-  AR/IZARD
 GF0073  COUNTRY     -  US
 GF0073  USGS QUAD   -  BOSWELL (2017)
 GF0073
 GF0073                         *CURRENT SURVEY CONTROL
 GF0073  ______________________________________________________________________
 GF0073* NAD 83(1986) POSITION- 36 02 25.     (N) 092 03 34.     (W)   SCALED
 GF0073* NAVD 88 ORTHO HEIGHT -   105.697 (meters)      346.77  (feet) ADJUSTED
 GF0073  ______________________________________________________________________
 GF0073  GEOID HEIGHT    -        -27.928 (meters)                     GEOID18
 GF0073  DYNAMIC HEIGHT  -        105.608 (meters)      346.48  (feet) COMP
 GF0073  MODELED GRAVITY -    979,782.9   (mgal)                       NAVD 88
 GF0073
 GF0073  VERT ORDER      -  SECOND    CLASS 0
 GF0073
 GF0073.The horizontal coordinates were scaled from a map and have
 GF0073.an estimated accuracy of +/- 6 seconds.
 GF0073
 GF0073.The orthometric height was determined by differential leveling and
 GF0073.adjusted by the NATIONAL GEODETIC SURVEY
 GF0073.in June 1991.
 GF0073
 GF0073.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0073.GEOID18 height accuracy estimate available here.
 GF0073
 GF0073.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV847888(NAD 83)
 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
 GF0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0073.See file dsdata.pdf to determine how the superseded data were derived.
 GF0073
 GF0073_MARKER: DB = BENCH MARK DISK
 GF0073_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GF0073_STAMPING: P 31 1934
 GF0073_MARK LOGO: CGS
 GF0073_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 GG0119 ***********************************************************************
 GG0119  DESIGNATION -  P 31
 GG0119  PID         -  GG0119
 GG0119  STATE/COUNTY-  AR/BENTON
 GG0119  COUNTRY     -  US
 GG0119  USGS QUAD   -  GENTRY (2017)
 GG0119
 GG0119                         *CURRENT SURVEY CONTROL
 GG0119  ______________________________________________________________________
 GG0119* NAD 83(1986) POSITION- 36 16 01.     (N) 094 28 51.     (W)   SCALED
 GG0119* NAVD 88 ORTHO HEIGHT -   378.501 (meters)     1241.80  (feet) ADJUSTED
 GG0119  ______________________________________________________________________
 GG0119  GEOID HEIGHT    -        -28.262 (meters)                     GEOID18
 GG0119  DYNAMIC HEIGHT  -        378.172 (meters)     1240.72  (feet) COMP
 GG0119  MODELED GRAVITY -    979,750.0   (mgal)                       NAVD 88
 GG0119
 GG0119  VERT ORDER      -  SECOND    CLASS 0
 GG0119
 GG0119.The horizontal coordinates were scaled from a map and have
 GG0119.an estimated accuracy of +/- 6 seconds.
 GG0119
 GG0119.The orthometric height was determined by differential leveling and
 GG0119.adjusted by the NATIONAL GEODETIC SURVEY
 GG0119.in June 1991.
 GG0119
 GG0119.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0119.GEOID18 height accuracy estimate available here.
 GG0119
 GG0119.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA669145(NAD 83)
 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
 GG0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0119.See file dsdata.pdf to determine how the superseded data were derived.
 GG0119
 GG0119_MARKER: DB = BENCH MARK DISK
 GG0119_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 GG0119_SP_SET: WALL
 GG0119_STAMPING: P 31 1934
 GG0119_MARK LOGO: CGS
 GG0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0119+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GG0902 ***********************************************************************
 GG0902  DESIGNATION -  P 310
 GG0902  PID         -  GG0902
 GG0902  STATE/COUNTY-  AR/WASHINGTON
 GG0902  COUNTRY     -  US
 GG0902  USGS QUAD   -  FAYETTEVILLE (2017)
 GG0902
 GG0902                         *CURRENT SURVEY CONTROL
 GG0902  ______________________________________________________________________
 GG0902* NAD 83(1986) POSITION- 36 02 56.     (N) 094 10 49.     (W)   SCALED
 GG0902* NAVD 88 ORTHO HEIGHT -   378.994 (meters)     1243.42  (feet) ADJUSTED
 GG0902  ______________________________________________________________________
 GG0902  GEOID HEIGHT    -        -28.086 (meters)                     GEOID18
 GG0902  DYNAMIC HEIGHT  -        378.653 (meters)     1242.30  (feet) COMP
 GG0902  MODELED GRAVITY -    979,720.6   (mgal)                       NAVD 88
 GG0902
 GG0902  VERT ORDER      -  FIRST     CLASS II
 GG0902
 GG0902.The horizontal coordinates were scaled from a map and have
 GG0902.an estimated accuracy of +/- 6 seconds.
 GG0902
 GG0902.The orthometric height was determined by differential leveling and
 GG0902.adjusted by the NATIONAL GEODETIC SURVEY
 GG0902.in June 1991.
 GG0902
 GG0902.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0902.GEOID18 height accuracy estimate available here.
 GG0902
 GG0902.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV936900(NAD 83)
 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
 GG0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0902.See file dsdata.pdf to determine how the superseded data were derived.
 GG0902
 GG0902_MARKER: I = METAL ROD
 GG0902_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 FH1207 ***********************************************************************
 FH1207  DESIGNATION -  P 311
 FH1207  PID         -  FH1207
 FH1207  STATE/COUNTY-  AR/CRAWFORD
 FH1207  COUNTRY     -  US
 FH1207  USGS QUAD   -  RUDY (2017)
 FH1207
 FH1207                         *CURRENT SURVEY CONTROL
 FH1207  ______________________________________________________________________
 FH1207* NAD 83(1986) POSITION- 35 30 01.2    (N) 094 17 35.6    (W)   HD_HELD2
 FH1207* NAVD 88 ORTHO HEIGHT -   205.582 (meters)      674.48  (feet) ADJUSTED
 FH1207  ______________________________________________________________________
 FH1207  GEOID HEIGHT    -        -29.538 (meters)                     GEOID18
 FH1207  DYNAMIC HEIGHT  -        205.390 (meters)      673.85  (feet) COMP
 FH1207  MODELED GRAVITY -    979,696.3   (mgal)                       NAVD 88
 FH1207
 FH1207  VERT ORDER      -  FIRST     CLASS II
 FH1207
 FH1207.The horizontal coordinates were established by autonomous hand held GPS
 FH1207.observations and have an estimated accuracy of +/- 10 meters.
 FH1207
 FH1207.The orthometric height was determined by differential leveling and
 FH1207.adjusted by the NATIONAL GEODETIC SURVEY
 FH1207.in June 1991.
 FH1207
 FH1207.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1207.GEOID18 height accuracy estimate available here.
 FH1207
 FH1207.Click photographs - Photos may exist for this station.
 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     -   131,891.      191,970.      MT  (+/- 10 meters HH2 GPS)
 FH1207
 FH1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV8271029299(NAD 83)
 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
 FH1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1207.See file dsdata.pdf to determine how the superseded data were derived.
 FH1207
 FH1207_MARKER: I = METAL ROD
 FH1207_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FH1207+WITH SETTING: INFORMATION.
 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 - April 07, 2014
 FH1207
 FH1207  HISTORY     - Date     Condition        Report By
 FH1207  HISTORY     - 1989     MONUMENTED       NGS
 FH1207  HISTORY     - 20060214 GOOD             ARHD
 FH1207  HISTORY     - 20140407 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 DEPARTMENT OF TRANSPORTATION 2006 (VJB)
 FH1207'RECOVERED IN GOOD CONDITION.
 FH1207
 FH1207                          STATION RECOVERY (2014)
 FH1207
 FH1207'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (AMC)
 FH1207'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FH1231 ***********************************************************************
 FH1231  DESIGNATION -  P 312
 FH1231  PID         -  FH1231
 FH1231  STATE/COUNTY-  AR/CRAWFORD
 FH1231  COUNTRY     -  US
 FH1231  USGS QUAD   -  MOUNTAINBURG (2017)
 FH1231
 FH1231                         *CURRENT SURVEY CONTROL
 FH1231  ______________________________________________________________________
 FH1231* NAD 83(1986) POSITION- 35 43 45.     (N) 094 07 55.     (W)   SCALED
 FH1231* NAVD 88 ORTHO HEIGHT -   538.109 (meters)     1765.45  (feet) ADJUSTED
 FH1231  ______________________________________________________________________
 FH1231  GEOID HEIGHT    -        -28.412 (meters)                     GEOID18
 FH1231  DYNAMIC HEIGHT  -        537.599 (meters)     1763.77  (feet) COMP
 FH1231  MODELED GRAVITY -    979,669.3   (mgal)                       NAVD 88
 FH1231
 FH1231  VERT ORDER      -  FIRST     CLASS II
 FH1231
 FH1231.The horizontal coordinates were scaled from a map and have
 FH1231.an estimated accuracy of +/- 6 seconds.
 FH1231
 FH1231.The orthometric height was determined by differential leveling and
 FH1231.adjusted by the NATIONAL GEODETIC SURVEY
 FH1231.in June 1991.
 FH1231
 FH1231.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH1231.GEOID18 height accuracy estimate available here.
 FH1231
 FH1231.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV976545(NAD 83)
 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
 FH1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH1231.See file dsdata.pdf to determine how the superseded data were derived.
 FH1231
 FH1231_MARKER: I = METAL ROD
 FH1231_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 GE1255 ***********************************************************************
 GE1255  DESIGNATION -  P 313
 GE1255  PID         -  GE1255
 GE1255  STATE/COUNTY-  AR/SHARP
 GE1255  COUNTRY     -  US
 GE1255  USGS QUAD   -  HARDY (2017)
 GE1255
 GE1255                         *CURRENT SURVEY CONTROL
 GE1255  ______________________________________________________________________
 GE1255* NAD 83(1986) POSITION- 36 19 21.1    (N) 091 29 23.2    (W)   HD_HELD2
 GE1255* NAVD 88 ORTHO HEIGHT -   134.512 (meters)      441.31  (feet) ADJUSTED
 GE1255  ______________________________________________________________________
 GE1255  GEOID HEIGHT    -        -28.416 (meters)                     GEOID18
 GE1255  DYNAMIC HEIGHT  -        134.400 (meters)      440.94  (feet) COMP
 GE1255  MODELED GRAVITY -    979,797.7   (mgal)                       NAVD 88
 GE1255
 GE1255  VERT ORDER      -  FIRST     CLASS II
 GE1255
 GE1255.The horizontal coordinates were established by autonomous hand held GPS
 GE1255.observations and have an estimated accuracy of +/- 10 meters.
 GE1255
 GE1255.The orthometric height was determined by differential leveling and
 GE1255.adjusted by the NATIONAL GEODETIC SURVEY
 GE1255.in January 1995.
 GE1255
 GE1255.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE1255.GEOID18 height accuracy estimate available here.
 GE1255
 GE1255.Click photographs - Photos may exist for this station.
 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     -   220,812.      445,816.      MT  (+/- 10 meters HH2 GPS)
 GE1255
 GE1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA3556120780(NAD 83)
 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
 GE1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1255.See file dsdata.pdf to determine how the superseded data were derived.
 GE1255
 GE1255_MARKER: DV = VERTICAL CONTROL DISK
 GE1255_SETTING: 66 = SET IN ROCK OUTCROP
 GE1255_STAMPING: P 313 1990
 GE1255_MARK LOGO: NGS
 GE1255_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GE1255+STABILITY: 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  HISTORY     - 20151104 MARK NOT FOUND   USACEL
 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.
 GE1255
 GE1255                          STATION RECOVERY (2015)
 GE1255
 GE1255'RECOVERY NOTE BY USACE LITTLE ROCK 2015 (SCC)
 GE1255'THE ROAD INTERSECTION HAS BEEN RECONFIGURED AND THE ROAD WIDENED.
 GE1255'THERE ARE 3 HIGHWAY INFORMATION SIGNS IN THIS AREA AND NONE OF THEM
 GE1255'HAVE EXPOSED BEDROCK NEAR BY.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF2184 ***********************************************************************
 FF2184  HT_MOD      -  This is a Height Modernization Survey Station.
 FF2184  DESIGNATION -  P 314
 FF2184  PID         -  FF2184
 FF2184  STATE/COUNTY-  AR/POINSETT
 FF2184  COUNTRY     -  US
 FF2184  USGS QUAD   -  MARKED TREE (2017)
 FF2184
 FF2184                         *CURRENT SURVEY CONTROL
 FF2184  ______________________________________________________________________
 FF2184* NAD 83(2011) POSITION- 35 33 07.70861(N) 090 29 47.20072(W)   ADJUSTED
 FF2184* NAD 83(2011) ELLIP HT-    36.747 (meters)        (06/27/12)   ADJUSTED
 FF2184* NAD 83(2011) EPOCH   -  2010.00
 FF2184* NAVD 88 ORTHO HEIGHT -    64.57  (meters)      211.8   (feet) GPS OBS
 FF2184  ______________________________________________________________________
 FF2184  NAVD 88 orthometric height was determined with geoid model    GEOID03
 FF2184  GEOID HEIGHT    -        -27.785 (meters)                     GEOID03
 FF2184  GEOID HEIGHT    -        -27.720 (meters)                     GEOID18
 FF2184  NAD 83(2011) X  -    -45,012.690 (meters)                     COMP
 FF2184  NAD 83(2011) Y  - -5,194,884.533 (meters)                     COMP
 FF2184  NAD 83(2011) Z  -  3,687,897.545 (meters)                     COMP
 FF2184  LAPLACE CORR    -         -0.34  (seconds)                    DEFLEC18
 FF2184
 FF2184  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 FF2184  Standards:
 FF2184         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 FF2184            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 FF2184  -------------------------------------------------------------------
 FF2184  NETWORK    1.07   1.72           0.46   0.41   0.88     -0.07494853
 FF2184  -------------------------------------------------------------------
 FF2184  Click here for local accuracies and other accuracy information.
 FF2184
 FF2184.The horizontal coordinates were established by GPS observations
 FF2184.and adjusted by the National Geodetic Survey in June 2012.
 FF2184
 FF2184.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 FF2184.been affixed to the stable North American tectonic plate. See 
 FF2184.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 FF2184
 FF2184.The horizontal coordinates are valid at the epoch date displayed above
 FF2184.which is a decimal equivalence of Year/Month/Day.
 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.
 FF2184
 FF2184.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF2184.GEOID18 height accuracy estimate available here.
 FF2184
 FF2184.Click photographs - Photos may exist for this station.
 FF2184
 FF2184.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FF2184
 FF2184.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF2184
 FF2184.The ellipsoidal height was determined by GPS observations
 FF2184.and is referenced to NAD 83.
 FF2184
 FF2184. The following values were computed from the NAD 83(2011) position.
 FF2184
 FF2184;                    North         East     Units Scale Factor Converg.
 FF2184;SPC AR N     -   136,257.058   536,314.438   MT  0.99993609   +0 52 29.7
 FF2184;SPC AR N     -   447,036.70  1,759,558.29   sFT  0.99993609   +0 52 29.7
 FF2184;UTM  15      - 3,937,160.061   726,931.954   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV2693137160(NAD 83)
 FF2184
 FF2184                          SUPERSEDED SURVEY CONTROL
 FF2184
 FF2184  NAD 83(2007)-  35 33 07.70861(N)    090 29 47.20174(W) AD(2002.00) 0
 FF2184  ELLIP H (02/10/07)   36.767  (m)                       GP(2002.00)    
 FF2184  NAD 83(1997)-  35 33 07.70838(N)    090 29 47.20139(W) AD(       ) B
 FF2184  ELLIP H (04/05/04)   36.751  (m)                       GP(       ) 3 1
 FF2184  NAVD 88              64.48   (m)          211.5    (f) LEVELING    3  
 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
 FF2184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2184.See file dsdata.pdf to determine how the superseded data were derived.
 FF2184
 FF2184_MARKER: I = METAL ROD
 FF2184_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 - July 28, 2009
 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  HISTORY     - 20070803 GOOD             USACE
 FF2184  HISTORY     - 20090728 GOOD             JMSM
 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.
 FF2184
 FF2184                          STATION RECOVERY (2007)
 FF2184
 FF2184'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2007 (JMH)
 FF2184'RECOVERED IN GOOD CONDITION.
 FF2184
 FF2184                          STATION RECOVERY (2009)
 FF2184
 FF2184'RECOVERY NOTE BY JOHNSON-MCADAMS SURVEYING AND MAPPING 2009 (WJB)
 FF2184'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 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  COUNTRY     -  US
 GE1210  USGS QUAD   -  WALNUT RIDGE (2017)
 GE1210
 GE1210                         *CURRENT SURVEY CONTROL
 GE1210  ______________________________________________________________________
 GE1210* NAD 83(2011) POSITION- 36 01 14.20239(N) 090 55 20.12857(W)   ADJUSTED
 GE1210* NAD 83(2011) ELLIP HT-    52.496 (meters)        (06/27/12)   ADJUSTED
 GE1210* NAD 83(2011) EPOCH   -  2010.00
 GE1210* NAVD 88 ORTHO HEIGHT -    80.47  (meters)      264.0   (feet) GPS OBS
 GE1210  ______________________________________________________________________
 GE1210  GEOID HEIGHT    -        -27.997 (meters)                     GEOID18
 GE1210  NAD 83(2011) X  -    -83,129.626 (meters)                     COMP
 GE1210  NAD 83(2011) Y  - -5,164,027.540 (meters)                     COMP
 GE1210  NAD 83(2011) Z  -  3,730,072.581 (meters)                     COMP
 GE1210  LAPLACE CORR    -          0.60  (seconds)                    DEFLEC18
 GE1210
 GE1210  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GE1210  Standards:
 GE1210         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GE1210            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GE1210  -------------------------------------------------------------------
 GE1210  NETWORK    0.49   0.96           0.21   0.19   0.49     -0.02204377
 GE1210  -------------------------------------------------------------------
 GE1210  Click here for local accuracies and other accuracy information.
 GE1210
 GE1210.The horizontal coordinates were established by GPS observations
 GE1210.and adjusted by the National Geodetic Survey in June 2012.
 GE1210
 GE1210.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GE1210.been affixed to the stable North American tectonic plate. See 
 GE1210.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GE1210
 GE1210.The horizontal coordinates are valid at the epoch date displayed above
 GE1210.which is a decimal equivalence of Year/Month/Day.
 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.
 GE1210
 GE1210.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE1210.GEOID18 height accuracy estimate available here.
 GE1210
 GE1210.Click photographs - Photos may exist for this station.
 GE1210
 GE1210.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GE1210
 GE1210.The Laplace correction was computed from DEFLEC18 derived deflections.
 GE1210
 GE1210.The ellipsoidal height was determined by GPS observations
 GE1210.and is referenced to NAD 83.
 GE1210
 GE1210. The following values were computed from the NAD 83(2011) position.
 GE1210
 GE1210;                    North         East     Units Scale Factor Converg.
 GE1210;SPC AR N     -   187,724.214   497,142.553   MT  0.99996486   +0 37 37.7
 GE1210;SPC AR N     -   615,891.86  1,631,041.86   sFT  0.99996486   +0 37 37.7
 GE1210;UTM  15      - 3,988,231.473   687,225.975   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV8722588231(NAD 83)
 GE1210
 GE1210                          SUPERSEDED SURVEY CONTROL
 GE1210
 GE1210  NAD 83(2007)-  36 01 14.20238(N)    090 55 20.12955(W) AD(2002.00) 0
 GE1210  ELLIP H (02/10/07)   52.520  (m)                       GP(2002.00)    
 GE1210  NAD 83(1997)-  36 01 14.20267(N)    090 55 20.12951(W) AD(       ) B
 GE1210  ELLIP H (09/08/03)   52.496  (m)                       GP(       ) 4 1
 GE1210  ELLIP H (07/20/01)   52.534  (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)   52.534  (m)                       GP(       ) 4 1
 GE1210  NAVD 88 (03/22/05)   80.52   (m)  GEOID03  model used  GPS OBS        
 GE1210  NAVD 88              80.49   (m)          264.1    (f) LEVELING    3  
 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
 GE1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1210.See file dsdata.pdf to determine how the superseded data were derived.
 GE1210
 GE1210_MARKER: I = METAL ROD
 GE1210_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 GE1234 ***********************************************************************
 GE1234  DESIGNATION -  P 316
 GE1234  PID         -  GE1234
 GE1234  STATE/COUNTY-  AR/LAWRENCE
 GE1234  COUNTRY     -  US
 GE1234  USGS QUAD   -  RAVENDEN (2017)
 GE1234
 GE1234                         *CURRENT SURVEY CONTROL
 GE1234  ______________________________________________________________________
 GE1234* NAD 83(1986) POSITION- 36 14 33.     (N) 091 15 59.     (W)   SCALED
 GE1234* NAVD 88 ORTHO HEIGHT -    97.428 (meters)      319.65  (feet) ADJUSTED
 GE1234  ______________________________________________________________________
 GE1234  GEOID HEIGHT    -        -28.343 (meters)                     GEOID18
 GE1234  DYNAMIC HEIGHT  -         97.347 (meters)      319.38  (feet) COMP
 GE1234  MODELED GRAVITY -    979,806.7   (mgal)                       NAVD 88
 GE1234
 GE1234  VERT ORDER      -  FIRST     CLASS II
 GE1234
 GE1234.The horizontal coordinates were scaled from a map and have
 GE1234.an estimated accuracy of +/- 6 seconds.
 GE1234
 GE1234.The orthometric height was determined by differential leveling and
 GE1234.adjusted by the NATIONAL GEODETIC SURVEY
 GE1234.in January 1995.
 GE1234
 GE1234.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE1234.GEOID18 height accuracy estimate available here.
 GE1234
 GE1234.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA557122(NAD 83)
 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
 GE1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1234.See file dsdata.pdf to determine how the superseded data were derived.
 GE1234
 GE1234_MARKER: I = METAL ROD
 GE1234_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 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 - May 05, 2015
 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  HISTORY     - 20150505 GOOD             ARHD
 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.
 GE1234
 GE1234                          STATION RECOVERY (2015)
 GE1234
 GE1234'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 GE1234'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GE0207 ***********************************************************************
 GE0207  DESIGNATION -  P 32
 GE0207  PID         -  GE0207
 GE0207  STATE/COUNTY-  AR/GREENE
 GE0207  COUNTRY     -  US
 GE0207  USGS QUAD   -  LAFE (2017)
 GE0207
 GE0207                         *CURRENT SURVEY CONTROL
 GE0207  ______________________________________________________________________
 GE0207* NAD 83(1986) POSITION- 36 09 53.     (N) 090 30 35.     (W)   SCALED
 GE0207* NAVD 88 ORTHO HEIGHT -   102.140 (meters)      335.10  (feet) ADJUSTED
 GE0207  ______________________________________________________________________
 GE0207  GEOID HEIGHT    -        -28.297 (meters)                     GEOID18
 GE0207  DYNAMIC HEIGHT  -        102.056 (meters)      334.83  (feet) COMP
 GE0207  MODELED GRAVITY -    979,802.4   (mgal)                       NAVD 88
 GE0207
 GE0207  VERT ORDER      -  FIRST     CLASS II
 GE0207
 GE0207.The horizontal coordinates were scaled from a map and have
 GE0207.an estimated accuracy of +/- 6 seconds.
 GE0207
 GE0207.The orthometric height was determined by differential leveling and
 GE0207.adjusted by the NATIONAL GEODETIC SURVEY
 GE0207.in June 1991.
 GE0207
 GE0207.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0207.GEOID18 height accuracy estimate available here.
 GE0207
 GE0207.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA239050(NAD 83)
 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
 GE0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0207.See file dsdata.pdf to determine how the superseded data were derived.
 GE0207
 GE0207_MARKER: DB = BENCH MARK DISK
 GE0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0207_STAMPING: P 32 1933
 GE0207_MARK LOGO: CGS
 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             CGS
 GE0207  HISTORY     - 20020918 MARK NOT FOUND   USACE
 GE0207
 GE0207                          STATION DESCRIPTION
 GE0207
 GE0207'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 GF0068 ***********************************************************************
 GF0068  DESIGNATION -  P 32
 GF0068  PID         -  GF0068
 GF0068  STATE/COUNTY-  AR/IZARD
 GF0068  COUNTRY     -  US
 GF0068  USGS QUAD   -  BOSWELL (2017)
 GF0068
 GF0068                         *CURRENT SURVEY CONTROL
 GF0068  ______________________________________________________________________
 GF0068* NAD 83(1986) POSITION- 36 05 26.     (N) 092 07 27.     (W)   SCALED
 GF0068* NAVD 88 ORTHO HEIGHT -   109.420 (meters)      358.99  (feet) ADJUSTED
 GF0068  ______________________________________________________________________
 GF0068  GEOID HEIGHT    -        -28.039 (meters)                     GEOID18
 GF0068  DYNAMIC HEIGHT  -        109.328 (meters)      358.69  (feet) COMP
 GF0068  MODELED GRAVITY -    979,787.7   (mgal)                       NAVD 88
 GF0068
 GF0068  VERT ORDER      -  SECOND    CLASS 0
 GF0068
 GF0068.The horizontal coordinates were scaled from a map and have
 GF0068.an estimated accuracy of +/- 6 seconds.
 GF0068
 GF0068.The orthometric height was determined by differential leveling and
 GF0068.adjusted by the NATIONAL GEODETIC SURVEY
 GF0068.in June 1991.
 GF0068
 GF0068.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0068.GEOID18 height accuracy estimate available here.
 GF0068
 GF0068.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV788943(NAD 83)
 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
 GF0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0068.See file dsdata.pdf to determine how the superseded data were derived.
 GF0068
 GF0068_MARKER: DB = BENCH MARK DISK
 GF0068_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GF0068_STAMPING: P 32 1934
 GF0068_MARK LOGO: CGS
 GF0068_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0068
 GF0068  HISTORY     - Date     Condition        Report By
 GF0068  HISTORY     - 1934     MONUMENTED       CGS
 GF0068  HISTORY     - 20100902 MARK NOT FOUND   ARHD
 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.
 GF0068
 GF0068                          STATION RECOVERY (2010)
 GF0068
 GF0068'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2010 (VJB)
 GF0068'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK2843 ***********************************************************************
 DK2843  DESIGNATION -  P 320
 DK2843  PID         -  DK2843
 DK2843  STATE/COUNTY-  AR/PULASKI
 DK2843  COUNTRY     -  US
 DK2843  USGS QUAD   -  LITTLE ROCK (2017)
 DK2843
 DK2843                         *CURRENT SURVEY CONTROL
 DK2843  ______________________________________________________________________
 DK2843* NAD 83(1986) POSITION- 34 40 50.7    (N) 092 21 51.8    (W)   HD_HELD2
 DK2843* NAVD 88 ORTHO HEIGHT -    80.702 (meters)      264.77  (feet) ADJUSTED
 DK2843  ______________________________________________________________________
 DK2843  GEOID HEIGHT    -        -26.505 (meters)                     GEOID18
 DK2843  DYNAMIC HEIGHT  -         80.628 (meters)      264.53  (feet) COMP
 DK2843  MODELED GRAVITY -    979,713.0   (mgal)                       NAVD 88
 DK2843
 DK2843  VERT ORDER      -  FIRST     CLASS II
 DK2843
 DK2843.The horizontal coordinates were established by autonomous hand held GPS
 DK2843.observations and have an estimated accuracy of +/- 10 meters.
 DK2843
 DK2843.The orthometric height was determined by differential leveling and
 DK2843.adjusted by the NATIONAL GEODETIC SURVEY
 DK2843.in May 2008.
 DK2843
 DK2843.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK2843.GEOID18 height accuracy estimate available here.
 DK2843
 DK2843.Click photographs - Photos may exist for this station.
 DK2843
 DK2843.The dynamic height is computed by dividing the NAVD 88
 DK2843.geopotential number by the normal gravity value computed on the
 DK2843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2843.degrees latitude (g = 980.6199 gals.).
 DK2843
 DK2843.The modeled gravity was interpolated from observed gravity values.
 DK2843
 DK2843;                    North         East    Units  Estimated Accuracy
 DK2843;SPC AR S     -   623,452.      366,608.      MT  (+/- 10 meters HH2 GPS)
 DK2843
 DK2843_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5822537824(NAD 83)
 DK2843
 DK2843                          SUPERSEDED SURVEY CONTROL
 DK2843
 DK2843.No superseded survey control is available for this station.
 DK2843
 DK2843_MARKER: DB = BENCH MARK DISK
 DK2843_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DK2843_SP_SET: BRIDGE HEADWALL
 DK2843_STAMPING: P 320 2007
 DK2843_MARK LOGO: ARHD
 DK2843_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK2843_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK2843_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK2843+SATELLITE: SATELLITE OBSERVATIONS - January 03, 2017
 DK2843
 DK2843  HISTORY     - Date     Condition        Report By
 DK2843  HISTORY     - 20070406 MONUMENTED       ARHD
 DK2843  HISTORY     - 20170103 GOOD             ARHD
 DK2843
 DK2843                          STATION DESCRIPTION
 DK2843
 DK2843'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2007
 DK2843'THE MARK IS LOCATED ABOUT 3.0 MILES SOUTHWEST OF LITTLE ROCK ARKANSAS.
 DK2843'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DK2843'
 DK2843'TO REACH FROM THE OVERPASS OF US INTERSTATE HIGHWAY 30 AND CHICOT ROAD
 DK2843'SOUTH OF LITTLE ROCK, GO NORTH ON ROAD FOR 0.2 MILES TO A PAVED ROAD
 DK2843'ON THE LEFT, MABELVALE PIKE, TURN LEFT AND GO 0.2 MILES TO A BRIDGE
 DK2843'CROSSING A CREEK AND THE STATION ON THE RIGHT. SET IN THE HEADWALL ON
 DK2843'THE NORTH SIDE AND EAST END OF THE BRIDGE.
 DK2843'
 DK2843'32.6 METERS WEST OF A DROP INLET, 6.5 METERS NORTH OF THE CENTER OF
 DK2843'THE PIKE, AND 3.7 METERS EAST OF THE EAST END OF ABUTMENT.
 DK2843
 DK2843                          STATION RECOVERY (2017)
 DK2843
 DK2843'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2017 (JDH)
 DK2843'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK2873 ***********************************************************************
 DK2873  DESIGNATION -  P 321
 DK2873  PID         -  DK2873
 DK2873  STATE/COUNTY-  AR/PULASKI
 DK2873  COUNTRY     -  US
 DK2873  USGS QUAD   -  NORTH LITTLE ROCK (2017)
 DK2873
 DK2873                         *CURRENT SURVEY CONTROL
 DK2873  ______________________________________________________________________
 DK2873* NAD 83(1986) POSITION- 34 46 29.46   (N) 092 18 41.12   (W)   HD_HELD1
 DK2873* NAVD 88 ORTHO HEIGHT -    80.366 (meters)      263.67  (feet) ADJUSTED
 DK2873  ______________________________________________________________________
 DK2873  GEOID HEIGHT    -        -26.736 (meters)                     GEOID18
 DK2873  DYNAMIC HEIGHT  -         80.291 (meters)      263.42  (feet) COMP
 DK2873  MODELED GRAVITY -    979,701.3   (mgal)                       NAVD 88
 DK2873
 DK2873  VERT ORDER      -  FIRST     CLASS II
 DK2873
 DK2873.The horizontal coordinates were determined by differentially corrected
 DK2873.hand held GPS observations or other comparable positioning techniques
 DK2873.and have an estimated accuracy of +/- 3 meters.
 DK2873
 DK2873.The orthometric height was determined by differential leveling and
 DK2873.adjusted by the NATIONAL GEODETIC SURVEY
 DK2873.in May 2008.
 DK2873
 DK2873.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK2873.GEOID18 height accuracy estimate available here.
 DK2873
 DK2873.Click photographs - Photos may exist for this station.
 DK2873
 DK2873.The dynamic height is computed by dividing the NAVD 88
 DK2873.geopotential number by the normal gravity value computed on the
 DK2873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2873.degrees latitude (g = 980.6199 gals.).
 DK2873
 DK2873.The modeled gravity was interpolated from observed gravity values.
 DK2873
 DK2873;                    North         East    Units  Estimated Accuracy
 DK2873;SPC AR S     -   633,875.1     371,493.2     MT  (+/- 3 meters HH1 GPS) 
 DK2873
 DK2873_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6300648291(NAD 83)
 DK2873
 DK2873                          SUPERSEDED SURVEY CONTROL
 DK2873
 DK2873.No superseded survey control is available for this station.
 DK2873
 DK2873_MARKER: F = FLANGE-ENCASED ROD
 DK2873_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DK2873_STAMPING: P 321 2007
 DK2873_MARK LOGO: NGS
 DK2873_PROJECTION: RECESSED 0 CENTIMETERS
 DK2873_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK2873_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK2873_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2873+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2024
 DK2873_ROD/PIPE-DEPTH: 16.8 meters
 DK2873_SLEEVE-DEPTH  : 1.0 meters
 DK2873
 DK2873  HISTORY     - Date     Condition        Report By
 DK2873  HISTORY     - 20070407 MONUMENTED       ARHD
 DK2873  HISTORY     - 20120302 GOOD             ARHD
 DK2873  HISTORY     - 20241112 GOOD             USGS
 DK2873
 DK2873                          STATION DESCRIPTION
 DK2873
 DK2873'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2007
 DK2873'THE MARK IS LOCATED IN LITTLE ROCK ARKANSAS ON A LEVEE JUST BEFORE
 DK2873'REACHING MURRAY PARK.OWNERSHIP--ROAD RIGHT-OF-WAY.
 DK2873'
 DK2873'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 10 AND RIVERFRONT
 DK2873'DRIVE IN LITTLE ROCK, GO NORTH ON RIVERFRONT DRIVE 1.3 MILES TO THE
 DK2873'STATION ON THE RIGHT.
 DK2873'
 DK2873'29.7 METERS SOUTHWEST OF A CHAIN LINK FENCE, 15.1 METERS NORTHWEST OF
 DK2873'A CULVERT, 11.8 METERS NORTHEAST THE CENTER OF THE DRIVE, AND 0.5
 DK2873'METERS SOUTH OF A WITNESS POST.
 DK2873'
 DK2873'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5 INCH LOGO CAP.
 DK2873
 DK2873                          STATION RECOVERY (2012)
 DK2873
 DK2873'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (JDH)
 DK2873'RECOVERED AS DESCRIBED
 DK2873
 DK2873                          STATION RECOVERY (2024)
 DK2873
 DK2873'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2024 (EL)
 DK2873'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO4792 ***********************************************************************
 DO4792  DESIGNATION -  P 326
 DO4792  PID         -  DO4792
 DO4792  STATE/COUNTY-  AR/POPE
 DO4792  COUNTRY     -  US
 DO4792  USGS QUAD   -  RUSSELLVILLE EAST (2017)
 DO4792
 DO4792                         *CURRENT SURVEY CONTROL
 DO4792  ______________________________________________________________________
 DO4792* NAD 83(1986) POSITION- 35 16 26.7    (N) 093 04 45.5    (W)   HD_HELD2
 DO4792* NAVD 88 ORTHO HEIGHT -   135.882 (meters)      445.81  (feet) ADJUSTED
 DO4792  ______________________________________________________________________
 DO4792  GEOID HEIGHT    -        -29.060 (meters)                     GEOID18
 DO4792  DYNAMIC HEIGHT  -        135.753 (meters)      445.38  (feet) COMP
 DO4792  MODELED GRAVITY -    979,687.1   (mgal)                       NAVD 88
 DO4792
 DO4792  VERT ORDER      -  FIRST     CLASS II
 DO4792
 DO4792.The horizontal coordinates were established by autonomous hand held GPS
 DO4792.observations and have an estimated accuracy of +/- 10 meters.
 DO4792
 DO4792.The orthometric height was determined by differential leveling and
 DO4792.adjusted by the NATIONAL GEODETIC SURVEY
 DO4792.in April 2013.
 DO4792
 DO4792.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO4792.GEOID18 height accuracy estimate available here.
 DO4792
 DO4792.Click photographs - Photos may exist for this station.
 DO4792
 DO4792.The dynamic height is computed by dividing the NAVD 88
 DO4792.geopotential number by the normal gravity value computed on the
 DO4792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO4792.degrees latitude (g = 980.6199 gals.).
 DO4792
 DO4792.The modeled gravity was interpolated from observed gravity values.
 DO4792
 DO4792;                    North         East    Units  Estimated Accuracy
 DO4792;SPC AR N     -   104,906.      301,809.      MT  (+/- 10 meters HH2 GPS)
 DO4792
 DO4792_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV9278703441(NAD 83)
 DO4792
 DO4792                          SUPERSEDED SURVEY CONTROL
 DO4792
 DO4792.No superseded survey control is available for this station.
 DO4792
 DO4792_MARKER: DV = VERTICAL CONTROL DISK
 DO4792_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DO4792_SP_SET: HEADWALL
 DO4792_STAMPING: P 326 2009
 DO4792_MARK LOGO: ARHD
 DO4792_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO4792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO4792+STABILITY: SURFACE MOTION
 DO4792_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO4792+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2009
 DO4792
 DO4792  HISTORY     - Date     Condition        Report By
 DO4792  HISTORY     - 20090506 MONUMENTED       ARHD
 DO4792
 DO4792                          STATION DESCRIPTION
 DO4792
 DO4792'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2009 (DS)
 DO4792'THE STATION IS LOCATED ABOUT 1.5 MI (2.4 KM) EAST OF RUSSELLVILLE.
 DO4792'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DO4792'
 DO4792'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 64 AND STATE ROAD 324
 DO4792'EAST OF RUSSELLVILLE, GO EAST ON HIGHWAY 64 FOR 0.7 MI (1.1 KM) TO THE
 DO4792'STATION ON THE RIGHT.
 DO4792'
 DO4792'IT IS 17.2 SOUTHWEST OF THE CENTER OF HIGHWAY, 10.1 M (33.1 FT)
 DO4792'NORTHWEST OF A FENCE CORNER, 6.3 M (20.7 FT) NORTH OF A COMBINATION
 DO4792'POLE WITH 2 GUY LINES, 4.0 M (13.1 FT) NORTHEAST OF A CABLE TELEPHONE
 DO4792'MARKER, 0.75 M (2.5 FT) EAST OF A FIBERGLASS WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0070 ***********************************************************************
 GF0070  DESIGNATION -  P 33
 GF0070  PID         -  GF0070
 GF0070  STATE/COUNTY-  AR/IZARD
 GF0070  COUNTRY     -  US
 GF0070  USGS QUAD   -  BOSWELL (2017)
 GF0070
 GF0070                         *CURRENT SURVEY CONTROL
 GF0070  ______________________________________________________________________
 GF0070* NAD 83(1986) POSITION- 36 03 45.     (N) 092 06 01.     (W)   SCALED
 GF0070* NAVD 88 ORTHO HEIGHT -   109.019 (meters)      357.67  (feet) ADJUSTED
 GF0070  ______________________________________________________________________
 GF0070  GEOID HEIGHT    -        -27.980 (meters)                     GEOID18
 GF0070  DYNAMIC HEIGHT  -        108.927 (meters)      357.37  (feet) COMP
 GF0070  MODELED GRAVITY -    979,786.8   (mgal)                       NAVD 88
 GF0070
 GF0070  VERT ORDER      -  SECOND    CLASS 0
 GF0070
 GF0070.The horizontal coordinates were scaled from a map and have
 GF0070.an estimated accuracy of +/- 6 seconds.
 GF0070
 GF0070.The orthometric height was determined by differential leveling and
 GF0070.adjusted by the NATIONAL GEODETIC SURVEY
 GF0070.in June 1991.
 GF0070
 GF0070.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0070.GEOID18 height accuracy estimate available here.
 GF0070
 GF0070.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV810912(NAD 83)
 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
 GF0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0070.See file dsdata.pdf to determine how the superseded data were derived.
 GF0070
 GF0070_MARKER: DB = BENCH MARK DISK
 GF0070_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GF0070_STAMPING: P 33 1934
 GF0070_MARK LOGO: CGS
 GF0070_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0070
 GF0070  HISTORY     - Date     Condition        Report By
 GF0070  HISTORY     - 1934     MONUMENTED       CGS
 GF0070  HISTORY     - 20160811 MARK NOT FOUND   ARHD
 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.
 GF0070
 GF0070                          STATION RECOVERY (2016)
 GF0070
 GF0070'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (VJB)
 GF0070'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO2572 ***********************************************************************
 DO2572  DESIGNATION -  P 330
 DO2572  PID         -  DO2572
 DO2572  STATE/COUNTY-  AR/CRAIGHEAD
 DO2572  COUNTRY     -  US
 DO2572  USGS QUAD   -  JONESBORO (2017)
 DO2572
 DO2572                         *CURRENT SURVEY CONTROL
 DO2572  ______________________________________________________________________
 DO2572* NAD 83(1986) POSITION- 35 49 07.18   (N) 090 44 08.18   (W)   HD_HELD1
 DO2572* NAVD 88 ORTHO HEIGHT -   120.337 (meters)      394.81  (feet) ADJUSTED
 DO2572  ______________________________________________________________________
 DO2572  GEOID HEIGHT    -        -27.783 (meters)                     GEOID18
 DO2572  DYNAMIC HEIGHT  -        120.235 (meters)      394.47  (feet) COMP
 DO2572  MODELED GRAVITY -    979,780.7   (mgal)                       NAVD 88
 DO2572
 DO2572  VERT ORDER      -  FIRST     CLASS II
 DO2572
 DO2572.The horizontal coordinates were determined by differentially corrected
 DO2572.hand held GPS observations or other comparable positioning techniques
 DO2572.and have an estimated accuracy of +/- 3 meters.
 DO2572
 DO2572.The orthometric height was determined by differential leveling and
 DO2572.adjusted by the NATIONAL GEODETIC SURVEY
 DO2572.in February 2013.
 DO2572
 DO2572.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2572.GEOID18 height accuracy estimate available here.
 DO2572
 DO2572.Click photographs - Photos may exist for this station.
 DO2572
 DO2572.The dynamic height is computed by dividing the NAVD 88
 DO2572.geopotential number by the normal gravity value computed on the
 DO2572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2572.degrees latitude (g = 980.6199 gals.).
 DO2572
 DO2572.The modeled gravity was interpolated from observed gravity values.
 DO2572
 DO2572;                    North         East    Units  Estimated Accuracy
 DO2572;SPC AR N     -   165,519.3     514,253.4     MT  (+/- 3 meters HH1 GPS) 
 DO2572
 DO2572_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV0456766202(NAD 83)
 DO2572
 DO2572                          SUPERSEDED SURVEY CONTROL
 DO2572
 DO2572.No superseded survey control is available for this station.
 DO2572
 DO2572_MARKER: DB = BENCH MARK DISK
 DO2572_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DO2572_SP_SET: BRIDGE ABUTMENT
 DO2572_STAMPING: P 330 2011
 DO2572_MARK LOGO: ARHD
 DO2572_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2572_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO2572_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2572+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2011
 DO2572
 DO2572  HISTORY     - Date     Condition        Report By
 DO2572  HISTORY     - 20110121 MONUMENTED       ASSOEN
 DO2572
 DO2572                          STATION DESCRIPTION
 DO2572
 DO2572'DESCRIBED BY ASSOCIATED ENGINEERING 2011 (MPM)
 DO2572'THE MARK IS LOCATED ABOUT 7.2 MI (11.6 KM) SOUTH-SOUTHEAST OF BONO,
 DO2572'4.4 MI (7.1 KM) EAST-SOUTHEAST OF HERMAN AND 2.4 MI (3.9 KM) SOUTHWEST
 DO2572'OF JONESBORO.
 DO2572'
 DO2572'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DO2572'
 DO2572'TO REACH FROM THE INTERSECTION OF NEELY ROAD AND WOODSPRINGS ROAD,
 DO2572'HEAD NORTHEASTERLY ON WOODSPRINGS ROAD 1.4 MI (2.3 KM) TO THE MARK ON
 DO2572'THE RIGHT.
 DO2572'
 DO2572'IT IS 98.95 FT (30.2 M) NORTH-NORTHEAST OF THE CENTERLINE OF OF WEST
 DO2572'PARKER ROAD, 20.85 FT (6.4 M) SOUTHEAST OF THE CENTERLINE OF THE
 DO2572'WOODSPRINGS ROAD, 8.9 FT (2.7 M) SOUTHEAST OF THE CENTERLINE OF
 DO2572'SOUTHWEST DRIVE, 7.6 FT (2.3 M) SOUTHEAST OF A VERTICAL PANEL TRAFFIC
 DO2572'SIGN AND SET VERTICALLY IN THE SOUTHEAST FACE OF THE ABUTMENT AND
 DO2572'ABOUT 3 FT (0.9 M) HIGHER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO2596 ***********************************************************************
 DO2596  DESIGNATION -  P 331
 DO2596  PID         -  DO2596
 DO2596  STATE/COUNTY-  AR/CRAIGHEAD
 DO2596  COUNTRY     -  US
 DO2596  USGS QUAD   -  JONESBORO (2017)
 DO2596
 DO2596                         *CURRENT SURVEY CONTROL
 DO2596  ______________________________________________________________________
 DO2596* NAD 83(1986) POSITION- 35 50 42.23   (N) 090 41 15.88   (W)   HD_HELD1
 DO2596* NAVD 88 ORTHO HEIGHT -    91.800 (meters)      301.18  (feet) ADJUSTED
 DO2596  ______________________________________________________________________
 DO2596  GEOID HEIGHT    -        -27.830 (meters)                     GEOID18
 DO2596  DYNAMIC HEIGHT  -         91.721 (meters)      300.92  (feet) COMP
 DO2596  MODELED GRAVITY -    979,780.9   (mgal)                       NAVD 88
 DO2596
 DO2596  VERT ORDER      -  FIRST     CLASS II
 DO2596
 DO2596.The horizontal coordinates were determined by differentially corrected
 DO2596.hand held GPS observations or other comparable positioning techniques
 DO2596.and have an estimated accuracy of +/- 3 meters.
 DO2596
 DO2596.The orthometric height was determined by differential leveling and
 DO2596.adjusted by the NATIONAL GEODETIC SURVEY
 DO2596.in February 2013.
 DO2596
 DO2596.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2596.GEOID18 height accuracy estimate available here.
 DO2596
 DO2596.Click photographs - Photos may exist for this station.
 DO2596
 DO2596.The dynamic height is computed by dividing the NAVD 88
 DO2596.geopotential number by the normal gravity value computed on the
 DO2596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2596.degrees latitude (g = 980.6199 gals.).
 DO2596
 DO2596.The modeled gravity was interpolated from observed gravity values.
 DO2596
 DO2596;                    North         East    Units  Estimated Accuracy
 DO2596;SPC AR N     -   168,505.0     518,538.9     MT  (+/- 3 meters HH1 GPS) 
 DO2596
 DO2596_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV0882269232(NAD 83)
 DO2596
 DO2596                          SUPERSEDED SURVEY CONTROL
 DO2596
 DO2596.No superseded survey control is available for this station.
 DO2596
 DO2596_MARKER: F = FLANGE-ENCASED ROD
 DO2596_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DO2596_STAMPING: P 331 2011
 DO2596_MARK LOGO: NONE
 DO2596_PROJECTION: RECESSED 3 CENTIMETERS
 DO2596_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DO2596_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO2596_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2596+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2010
 DO2596_ROD/PIPE-DEPTH: 7.3 meters
 DO2596_SLEEVE-DEPTH  : 1 meters
 DO2596
 DO2596  HISTORY     - Date     Condition        Report By
 DO2596  HISTORY     - 20101123 MONUMENTED       ASSOEN
 DO2596
 DO2596                          STATION DESCRIPTION
 DO2596
 DO2596'DESCRIBED BY ASSOCIATED ENGINEERING 2010 (MPM)
 DO2596'THE MARK IS LOCATED ABOUT 7.0 MI (11.3 KM) WEST-SOUTHWEST OF
 DO2596'BROOKLAND, 6.4 MI (10.3 KM) EAST OF HERMAN AND 0.9 MI (1.4 KM)
 DO2596'EAST-NORTHEAST OF JONESBORO.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DO2596'
 DO2596'TO REACH FROM THE INTERSECTION OF NORTH MAIN STREET AND EAST JOHNSON
 DO2596'AVENUE GO EAST ON EAST JOHNSON AVENUE 0.90 MI (1.4 KM) TO THE MARK ON
 DO2596'THE RIGHT.
 DO2596'
 DO2596'IT IS 114.80 FT (35.0 M) WEST OF A FIRE HYDRANT, 87.40 FT (26.6 M)
 DO2596'EAST OF THE NORTHEAST FENCE CORNER AT MOSQUE, 50.60 FT (15.4 M) SOUTH
 DO2596'OF THE CENTERLINE OF EAST JOHNSON AVENUE AND 10.5 FT (3.2 M) WEST OF A
 DO2596'POWER LINE POLE.
 DO2596'
 DO2596'NOTE-ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH (13 CM) LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO2624 ***********************************************************************
 DO2624  DESIGNATION -  P 332
 DO2624  PID         -  DO2624
 DO2624  STATE/COUNTY-  AR/CRAIGHEAD
 DO2624  COUNTRY     -  US
 DO2624  USGS QUAD   -  NEEDHAM (2017)
 DO2624
 DO2624                         *CURRENT SURVEY CONTROL
 DO2624  ______________________________________________________________________
 DO2624* NAD 83(1986) POSITION- 35 49 18.45   (N) 090 35 15.81   (W)   HD_HELD1
 DO2624* NAVD 88 ORTHO HEIGHT -    71.055 (meters)      233.12  (feet) ADJUSTED
 DO2624  ______________________________________________________________________
 DO2624  GEOID HEIGHT    -        -27.900 (meters)                     GEOID18
 DO2624  DYNAMIC HEIGHT  -         70.995 (meters)      232.92  (feet) COMP
 DO2624  MODELED GRAVITY -    979,782.4   (mgal)                       NAVD 88
 DO2624
 DO2624  VERT ORDER      -  FIRST     CLASS II
 DO2624
 DO2624.The horizontal coordinates were determined by differentially corrected
 DO2624.hand held GPS observations or other comparable positioning techniques
 DO2624.and have an estimated accuracy of +/- 3 meters.
 DO2624
 DO2624.The orthometric height was determined by differential leveling and
 DO2624.adjusted by the NATIONAL GEODETIC SURVEY
 DO2624.in February 2013.
 DO2624
 DO2624.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2624.GEOID18 height accuracy estimate available here.
 DO2624
 DO2624.Click photographs - Photos may exist for this station.
 DO2624
 DO2624.The dynamic height is computed by dividing the NAVD 88
 DO2624.geopotential number by the normal gravity value computed on the
 DO2624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2624.degrees latitude (g = 980.6199 gals.).
 DO2624
 DO2624.The modeled gravity was interpolated from observed gravity values.
 DO2624
 DO2624;                    North         East    Units  Estimated Accuracy
 DO2624;SPC AR N     -   166,048.2     527,610.3     MT  (+/- 3 meters HH1 GPS) 
 DO2624
 DO2624_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV1792166868(NAD 83)
 DO2624
 DO2624                          SUPERSEDED SURVEY CONTROL
 DO2624
 DO2624.No superseded survey control is available for this station.
 DO2624
 DO2624_MARKER: DB = BENCH MARK DISK
 DO2624_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DO2624_SP_SET: HEADWALL
 DO2624_STAMPING: P 332 2011
 DO2624_MARK LOGO: ARHD
 DO2624_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO2624+STABILITY: SURFACE MOTION
 DO2624_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2624+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2010
 DO2624
 DO2624  HISTORY     - Date     Condition        Report By
 DO2624  HISTORY     - 20101201 MONUMENTED       ASSOEN
 DO2624
 DO2624                          STATION DESCRIPTION
 DO2624
 DO2624'DESCRIBED BY ASSOCIATED ENGINEERING 2010 (MPM)
 DO2624'THE MARK IS LOCATED ABOUT 6.7 MI (10.8 KM) EAST-SOUTHEAST OF
 DO2624'JONESBORO, 5.4 MI (8.7 KM) SOUTH OF BROOKLAND AND 3.0 MI (4.8 KM) WEST
 DO2624'OF NEEDHAM.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DO2624'
 DO2624'TO REACH FROM THE INTERSECTION OF EAST NETTLETON AVENUE AND EAST
 DO2624'HIGHLAND DRIVE GO EAST ON EAST HIGHLAND DRIVE 3.60 MI (5.8 KM) TO THE
 DO2624'MARK ON THE LEFT.
 DO2624'
 DO2624'IT IS 91.94 FT (28.0 M) SOUTHEAST OF A POWER LINE POLE, 91.77 FT (28.0
 DO2624'M) EAST OF THE NORTHEAST CORNER OF A BOX CULVERT, 67.23 FT (20.5 M)
 DO2624'NORTH OF THE CENTERLINE OF EAST HIGHLAND DRIVE AND 0.70 FT (21 CM)
 DO2624'EAST OF A FIBERGLASS WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO7800 ***********************************************************************
 DO7800  DESIGNATION -  P 333
 DO7800  PID         -  DO7800
 DO7800  STATE/COUNTY-  AR/BOONE
 DO7800  COUNTRY     -  US
 DO7800  USGS QUAD   -  EVERTON (2017)
 DO7800
 DO7800                         *CURRENT SURVEY CONTROL
 DO7800  ______________________________________________________________________
 DO7800* NAD 83(1986) POSITION- 36 09 19.92   (N) 092 59 33.85   (W)   HD_HELD1
 DO7800* NAVD 88 ORTHO HEIGHT -   323.840 (meters)     1062.47  (feet) ADJUSTED
 DO7800  ______________________________________________________________________
 DO7800  GEOID HEIGHT    -        -28.298 (meters)                     GEOID18
 DO7800  DYNAMIC HEIGHT  -        323.551 (meters)     1061.52  (feet) COMP
 DO7800  MODELED GRAVITY -    979,729.1   (mgal)                       NAVD 88
 DO7800
 DO7800  VERT ORDER      -  SECOND    CLASS I
 DO7800
 DO7800.The horizontal coordinates were determined by differentially corrected
 DO7800.hand held GPS observations or other comparable positioning techniques
 DO7800.and have an estimated accuracy of +/- 3 meters.
 DO7800
 DO7800.The orthometric height was determined by differential leveling and
 DO7800.adjusted by the NATIONAL GEODETIC SURVEY
 DO7800.in February 2014.
 DO7800
 DO7800.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7800.GEOID18 height accuracy estimate available here.
 DO7800
 DO7800.Click photographs - Photos may exist for this station.
 DO7800
 DO7800.The dynamic height is computed by dividing the NAVD 88
 DO7800.geopotential number by the normal gravity value computed on the
 DO7800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7800.degrees latitude (g = 980.6199 gals.).
 DO7800
 DO7800.The modeled gravity was interpolated from observed gravity values.
 DO7800
 DO7800;                    North         East    Units  Estimated Accuracy
 DO7800;SPC AR N     -   202,613.5     310,670.1     MT  (+/- 3 meters HH1 GPS) 
 DO7800
 DO7800_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA0065301199(NAD 83)
 DO7800
 DO7800                          SUPERSEDED SURVEY CONTROL
 DO7800
 DO7800.No superseded survey control is available for this station.
 DO7800
 DO7800_MARKER: DB = BENCH MARK DISK
 DO7800_SETTING: 80 = SET IN A BOULDER
 DO7800_STAMPING: P 333 2011
 DO7800_MARK LOGO: ARHD
 DO7800_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO7800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO7800+STABILITY: SURFACE MOTION
 DO7800_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7800+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2011
 DO7800
 DO7800  HISTORY     - Date     Condition        Report By
 DO7800  HISTORY     - 20111121 MONUMENTED       ARHD
 DO7800
 DO7800                          STATION DESCRIPTION
 DO7800
 DO7800'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (JDH)
 DO7800'THE STATION IS LOCATED ABOUT 8.2 MI (13.2 KM) SOUTHEAST OF HARRISON,
 DO7800'4.8 MI (7.7 KM) WEST OF EVERTON AND 4.4 MI (7.1 KM) NORTH-NORTHWEST OF
 DO7800'WESTERN GROVE.  OWNERSHIP--BRAD POTTER.
 DO7800'
 DO7800'TO REACH FROM THE INTERSECTION OF HIGHWAY 65 AND HIGHWAY 123, GO NORTH
 DO7800'ALONG HIGHWAY 65 FOR 4.9 MI (7.9 KM) TO THE STATION ON THE LEFT.
 DO7800'
 DO7800'IT IS 14.4 M (47.2 FT) NORTH OF A WITNESS POST, 139 FT (42.4 M)
 DO7800'SOUTHEAST OF THE SOUTH EAST CORNER OF THE VALLEY SPRINGS FIRE
 DO7800'DEPARTMENT, 49 FT (14.9 M) NORTH OF A COMBINATION POLE AND 34 FT (10.4
 DO7800'M) WEST OF HOG CREEK ROAD.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO7949 ***********************************************************************
 DO7949  DESIGNATION -  P 335
 DO7949  PID         -  DO7949
 DO7949  STATE/COUNTY-  AR/GREENE
 DO7949  COUNTRY     -  US
 DO7949  USGS QUAD   -  WALNUT RIDGE SE (2017)
 DO7949
 DO7949                         *CURRENT SURVEY CONTROL
 DO7949  ______________________________________________________________________
 DO7949* NAD 83(1986) POSITION- 36 04 11.     (N) 090 46 36.     (W)   SCALED
 DO7949* NAVD 88 ORTHO HEIGHT -    80.843 (meters)      265.23  (feet) ADJUSTED
 DO7949  ______________________________________________________________________
 DO7949  GEOID HEIGHT    -        -28.079 (meters)                     GEOID18
 DO7949  DYNAMIC HEIGHT  -         80.776 (meters)      265.01  (feet) COMP
 DO7949  MODELED GRAVITY -    979,808.2   (mgal)                       NAVD 88
 DO7949
 DO7949  VERT ORDER      -  FIRST     CLASS II
 DO7949
 DO7949.The horizontal coordinates were scaled from a map and have
 DO7949.an estimated accuracy of +/- 6 seconds.
 DO7949
 DO7949.The orthometric height was determined by differential leveling and
 DO7949.adjusted by the NATIONAL GEODETIC SURVEY
 DO7949.in March 2014.
 DO7949
 DO7949.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7949.GEOID18 height accuracy estimate available here.
 DO7949
 DO7949.Click photographs - Photos may exist for this station.
 DO7949
 DO7949.The dynamic height is computed by dividing the NAVD 88
 DO7949.geopotential number by the normal gravity value computed on the
 DO7949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7949.degrees latitude (g = 980.6199 gals.).
 DO7949
 DO7949.The modeled gravity was interpolated from observed gravity values.
 DO7949
 DO7949;                    North         East    Units  Estimated Accuracy
 DO7949;SPC AR N     -   193,330.      510,200.      MT  (+/- 180 meters Scaled)
 DO7949
 DO7949_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV002939(NAD 83)
 DO7949
 DO7949                          SUPERSEDED SURVEY CONTROL
 DO7949
 DO7949.No superseded survey control is available for this station.
 DO7949
 DO7949_MARKER: DB = BENCH MARK DISK
 DO7949_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DO7949_SP_SET: BRIDGE ABUTMENT
 DO7949_STAMPING: P 335 2012
 DO7949_MARK LOGO: ARHD
 DO7949_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO7949_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO7949
 DO7949  HISTORY     - Date     Condition        Report By
 DO7949  HISTORY     - 20121026 MONUMENTED       ASSOEN
 DO7949
 DO7949                          STATION DESCRIPTION
 DO7949
 DO7949'DESCRIBED BY ASSOCIATED ENGINEERING 2012 (MPM)
 DO7949'THE MARK IS LOCATED ABOUT 11.5 KM (7.1 MI) SOUTH-SOUTHEAST OF O'KEAN,
 DO7949'10.4 KM (6.5 MI) NORTH-NORTHWEST OF LORADO AND 10.0 KM (6.2 MI)
 DO7949'WEST-NORTHWEST OF WALCOTT.
 DO7949'
 DO7949'TO REACH FROM THE INTERSECTION OF HIGHWAY 412 WEST AND HIGHWAY 168 IN
 DO7949'PARAGOULD, ARKANSAS, GO WEST ON HIGHWAY 412 FOR 7.17 MI (11.5 KM) O
 DO7949'THE MARK ON THE LEFT.
 DO7949'
 DO7949'IT IS 40.25 FT (12.3 M) SOUTHWEST OF THE NORTHWEST CORNER OF A BRIDGE,
 DO7949'16.3 FT (5.0 M) SOUTH OF THE CENTERLINE OF HIGHWAY 412, 5.3 FT (1.6 M)
 DO7949'SOUTHWEST OF THE SOUTHWEST CORNER OF A BRIDGE AND 2.45 FT (0.7 M)
 DO7949'SOUTH-SOUTHWEST OF A LOG MILE SIGN.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DO8375 ***********************************************************************
 DO8375  DESIGNATION -  P 337
 DO8375  PID         -  DO8375
 DO8375  STATE/COUNTY-  AR/HEMPSTEAD
 DO8375  COUNTRY     -  US
 DO8375  USGS QUAD   -  HOPE (2017)
 DO8375
 DO8375                         *CURRENT SURVEY CONTROL
 DO8375  ______________________________________________________________________
 DO8375* NAD 83(1986) POSITION- 33 42 48.36   (N) 093 36 22.08   (W)   HD_HELD1
 DO8375* NAVD 88 ORTHO HEIGHT -   107.753 (meters)      353.52  (feet) ADJUSTED
 DO8375  ______________________________________________________________________
 DO8375  GEOID HEIGHT    -        -26.987 (meters)                     GEOID18
 DO8375  DYNAMIC HEIGHT  -        107.640 (meters)      353.15  (feet) COMP
 DO8375  MODELED GRAVITY -    979,587.8   (mgal)                       NAVD 88
 DO8375
 DO8375  VERT ORDER      -  SECOND    CLASS I
 DO8375
 DO8375.The horizontal coordinates were determined by differentially corrected
 DO8375.hand held GPS observations or other comparable positioning techniques
 DO8375.and have an estimated accuracy of +/- 3 meters.
 DO8375
 DO8375.The orthometric height was determined by differential leveling and
 DO8375.adjusted by the NATIONAL GEODETIC SURVEY
 DO8375.in February 2014.
 DO8375
 DO8375.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8375.GEOID18 height accuracy estimate available here.
 DO8375
 DO8375.Click photographs - Photos may exist for this station.
 DO8375
 DO8375.The dynamic height is computed by dividing the NAVD 88
 DO8375.geopotential number by the normal gravity value computed on the
 DO8375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8375.degrees latitude (g = 980.6199 gals.).
 DO8375
 DO8375.The modeled gravity was interpolated from observed gravity values.
 DO8375
 DO8375;                    North         East    Units  Estimated Accuracy
 DO8375;SPC AR S     -   517,267.1     251,137.2     MT  (+/- 3 meters HH1 GPS) 
 DO8375
 DO8375_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT4383730547(NAD 83)
 DO8375
 DO8375                          SUPERSEDED SURVEY CONTROL
 DO8375
 DO8375.No superseded survey control is available for this station.
 DO8375
 DO8375_MARKER: DB = BENCH MARK DISK
 DO8375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO8375_STAMPING: P 337 2013
 DO8375_MARK LOGO: ARHD
 DO8375_PROJECTION: FLUSH
 DO8375_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO8375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO8375+STABILITY: SURFACE MOTION
 DO8375_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO8375+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2013
 DO8375
 DO8375  HISTORY     - Date     Condition        Report By
 DO8375  HISTORY     - 20130326 MONUMENTED       ARHD
 DO8375
 DO8375                          STATION DESCRIPTION
 DO8375
 DO8375'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (JDH)
 DO8375'THE STATION IS LOCATED ABOUT 12.7 KM (7.9 MI) WEST OF EMMET, 9.7 KM
 DO8375'(6.0 MI) SOUTHEAST OF WASHINGTON AND 5.3 KM (3.3 MI) NORTH-NORTHWEST
 DO8375'OF HOPE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DO8375'
 DO8375'TO REACH FROM THE INTERSECTION OF HIGHWAY 278 AND HIGHWAY 32 EAST, GO
 DO8375'EAST ALONG HIGHWAY 32 FOR 3.3 MI (5.3 KM) TO THE STATION ON THE LEFT.
 DO8375'
 DO8375'IT IS 19.3 M (63.3 FT) SOUTHEAST OF A METAL SIGN READING POULTRY
 DO8375'SUPPLY, 14.4 M (47.2 FT) EAST OF THE CENTERLINE OF HIGHWAY 32, 10.7 M
 DO8375'(35.1 FT) WEST OF THE CENTERLINE OF COUNTY ROAD 217 AND 8.1 M (26.6
 DO8375'FT) SOUTHEAST OF A POWER POLE WITH GUY WIRE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DP5066 ***********************************************************************
 DP5066  DESIGNATION -  P 338
 DP5066  PID         -  DP5066
 DP5066  STATE/COUNTY-  AR/SALINE
 DP5066  COUNTRY     -  US
 DP5066  USGS QUAD   -  ALEXANDER (2017)
 DP5066
 DP5066                         *CURRENT SURVEY CONTROL
 DP5066  ______________________________________________________________________
 DP5066* NAD 83(1986) POSITION- 34 38 05.9    (N) 092 27 37.5    (W)   HD_HELD2
 DP5066* NAVD 88 ORTHO HEIGHT -   112.632 (meters)      369.53  (feet) ADJUSTED
 DP5066  ______________________________________________________________________
 DP5066  GEOID HEIGHT    -        -26.442 (meters)                     GEOID18
 DP5066  DYNAMIC HEIGHT  -        112.527 (meters)      369.18  (feet) COMP
 DP5066  MODELED GRAVITY -    979,703.4   (mgal)                       NAVD 88
 DP5066
 DP5066  VERT ORDER      -  SECOND    CLASS I
 DP5066
 DP5066.The horizontal coordinates were established by autonomous hand held GPS
 DP5066.observations and have an estimated accuracy of +/- 10 meters.
 DP5066
 DP5066.The orthometric height was determined by differential leveling and
 DP5066.adjusted by the NATIONAL GEODETIC SURVEY
 DP5066.in December 2014.
 DP5066
 DP5066.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5066.GEOID18 height accuracy estimate available here.
 DP5066
 DP5066.Click photographs - Photos may exist for this station.
 DP5066
 DP5066.The dynamic height is computed by dividing the NAVD 88
 DP5066.geopotential number by the normal gravity value computed on the
 DP5066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5066.degrees latitude (g = 980.6199 gals.).
 DP5066
 DP5066.The modeled gravity was interpolated from observed gravity values.
 DP5066
 DP5066;                    North         East    Units  Estimated Accuracy
 DP5066;SPC AR S     -   618,409.      357,785.      MT  (+/- 10 meters HH2 GPS)
 DP5066
 DP5066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU4945532696(NAD 83)
 DP5066
 DP5066                          SUPERSEDED SURVEY CONTROL
 DP5066
 DP5066.No superseded survey control is available for this station.
 DP5066
 DP5066_MARKER: DB = BENCH MARK DISK
 DP5066_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DP5066_SP_SET: HEADWALL
 DP5066_STAMPING: P 338 2013
 DP5066_MARK LOGO: ARHD
 DP5066_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP5066+STABILITY: SURFACE MOTION
 DP5066_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP5066+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2016
 DP5066
 DP5066  HISTORY     - Date     Condition        Report By
 DP5066  HISTORY     - 20130910 MONUMENTED       ARHD
 DP5066  HISTORY     - 20160920 GOOD             ARHD
 DP5066
 DP5066                          STATION DESCRIPTION
 DP5066
 DP5066'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (JDH)
 DP5066'THE STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) EAST-SOUTHEAST OF CONGO,
 DP5066'3.1 MI (5.0 KM) NORTH-NORTHEAST OF BRYANT AND 1.2 MI (1.9 KM)
 DP5066'WEST-NORTHWEST OF ALEXANDER.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DP5066'
 DP5066'TO REACH FROM THE INTERSECTION OF BASELINE ROAD AND NORTH FRONTAGE
 DP5066'ROAD PARALLELING I-30, GO WEST ON NORTH FRONTAGE ROAD FOR 5.38 MI (8.7
 DP5066'KM) TO THE STATION ON THE RIGHT, IN THE EAST END OF A HEADWALL.
 DP5066'
 DP5066'IT IS 21 FT (6.4 M) SOUTH OF A FENCE, 20 FT (6.1 M) NORTH OF THE
 DP5066'CENTERLINE OF NORTH FRONTAGE ROAD AND 20 FT (6.1 M) SOUTHEAST OF A
 DP5066'FIBER OPTIC CABLE MARKER.
 DP5066
 DP5066                          STATION RECOVERY (2016)
 DP5066
 DP5066'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (WDA)
 DP5066'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GG0111 ***********************************************************************
 GG0111  DESIGNATION -  P 34
 GG0111  PID         -  GG0111
 GG0111  STATE/COUNTY-  AR/BENTON
 GG0111  COUNTRY     -  US
 GG0111  USGS QUAD   -  GRAVETTE (2017)
 GG0111
 GG0111                         *CURRENT SURVEY CONTROL
 GG0111  ______________________________________________________________________
 GG0111* NAD 83(1986) POSITION- 36 25 04.     (N) 094 24 38.     (W)   SCALED
 GG0111* NAVD 88 ORTHO HEIGHT -   403.997 (meters)     1325.45  (feet) ADJUSTED
 GG0111  ______________________________________________________________________
 GG0111  GEOID HEIGHT    -        -28.167 (meters)                     GEOID18
 GG0111  DYNAMIC HEIGHT  -        403.656 (meters)     1324.33  (feet) COMP
 GG0111  MODELED GRAVITY -    979,774.8   (mgal)                       NAVD 88
 GG0111
 GG0111  VERT ORDER      -  SECOND    CLASS 0
 GG0111
 GG0111.The horizontal coordinates were scaled from a map and have
 GG0111.an estimated accuracy of +/- 6 seconds.
 GG0111
 GG0111.The orthometric height was determined by differential leveling and
 GG0111.adjusted by the NATIONAL GEODETIC SURVEY
 GG0111.in June 1991.
 GG0111
 GG0111.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0111.GEOID18 height accuracy estimate available here.
 GG0111
 GG0111.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA735312(NAD 83)
 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
 GG0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0111.See file dsdata.pdf to determine how the superseded data were derived.
 GG0111
 GG0111_MARKER: DB = BENCH MARK DISK
 GG0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0111_STAMPING: P 34 1934
 GG0111_MARK LOGO: CGS
 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   CGS
 GG0111
 GG0111                          STATION DESCRIPTION
 GG0111
 GG0111'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DP5090 ***********************************************************************
 DP5090  DESIGNATION -  P 340
 DP5090  PID         -  DP5090
 DP5090  STATE/COUNTY-  AR/GARLAND
 DP5090  COUNTRY     -  US
 DP5090  USGS QUAD   -  LONSDALE (2017)
 DP5090
 DP5090                         *CURRENT SURVEY CONTROL
 DP5090  ______________________________________________________________________
 DP5090* NAD 83(1986) POSITION- 34 32 42.0    (N) 092 48 26.3    (W)   HD_HELD2
 DP5090* NAVD 88 ORTHO HEIGHT -   127.784 (meters)      419.24  (feet) ADJUSTED
 DP5090  ______________________________________________________________________
 DP5090  GEOID HEIGHT    -        -26.714 (meters)                     GEOID18
 DP5090  DYNAMIC HEIGHT  -        127.662 (meters)      418.84  (feet) COMP
 DP5090  MODELED GRAVITY -    979,674.9   (mgal)                       NAVD 88
 DP5090
 DP5090  VERT ORDER      -  SECOND    CLASS I
 DP5090
 DP5090.The horizontal coordinates were established by autonomous hand held GPS
 DP5090.observations and have an estimated accuracy of +/- 10 meters.
 DP5090
 DP5090.The orthometric height was determined by differential leveling and
 DP5090.adjusted by the NATIONAL GEODETIC SURVEY
 DP5090.in December 2014.
 DP5090
 DP5090.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5090.GEOID18 height accuracy estimate available here.
 DP5090
 DP5090.Click photographs - Photos may exist for this station.
 DP5090
 DP5090.The dynamic height is computed by dividing the NAVD 88
 DP5090.geopotential number by the normal gravity value computed on the
 DP5090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5090.degrees latitude (g = 980.6199 gals.).
 DP5090
 DP5090.The modeled gravity was interpolated from observed gravity values.
 DP5090
 DP5090;                    North         East    Units  Estimated Accuracy
 DP5090;SPC AR S     -   608,626.      325,901.      MT  (+/- 10 meters HH2 GPS)
 DP5090
 DP5090_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU1768022604(NAD 83)
 DP5090
 DP5090                          SUPERSEDED SURVEY CONTROL
 DP5090
 DP5090.No superseded survey control is available for this station.
 DP5090
 DP5090_MARKER: DB = BENCH MARK DISK
 DP5090_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DP5090_SP_SET: BRIDGE PARAPET WALL
 DP5090_STAMPING: P 340 2014
 DP5090_MARK LOGO: ARHD
 DP5090_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5090_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP5090_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP5090+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2014
 DP5090
 DP5090  HISTORY     - Date     Condition        Report By
 DP5090  HISTORY     - 20140618 MONUMENTED       ARHD
 DP5090
 DP5090                          STATION DESCRIPTION
 DP5090
 DP5090'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (JDH)
 DP5090'THE STATION IS LOCATED ABOUT 10.5 MI (16.9 KM) EAST OF FOUNTAIN LAKE,
 DP5090'10.2 MI (16.4 KM) WEST-NORTHWEST OF HASKELL AND IN THE TOWN OF
 DP5090'LONSDALE, AR.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DP5090'
 DP5090'TO REACH FROM THE INTERSECTION OF HIGHWAY 88 AND HIGHWAY 70, GO SOUTH
 DP5090'ON HIGHWAY 88 FOR 1.1 MI (1.8 KM) TO THE STATION ON THE RIGHT IN THE
 DP5090'NORTHWEST CORNER OF TEN MI (16.1 KM) CREEK BRIDGE PARAPET WALL.
 DP5090'
 DP5090'IT IS 13 FT (4.0 M) NORTH OF HIGHWAY 88 CENTERLINE AND 2 FT (0.6 M)
 DP5090'EAST OF A GUARDRAIL.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DP6906 ***********************************************************************
 DP6906  DESIGNATION -  P 341
 DP6906  PID         -  DP6906
 DP6906  STATE/COUNTY-  AR/JACKSON
 DP6906  COUNTRY     -  US
 DP6906  USGS QUAD   -  VELVET RIDGE (2017)
 DP6906
 DP6906                         *CURRENT SURVEY CONTROL
 DP6906  ______________________________________________________________________
 DP6906* NAD 83(1986) POSITION- 35 27 33.3    (N) 091 34 55.4    (W)   HD_HELD2
 DP6906* NAVD 88 ORTHO HEIGHT -   184.653 (meters)      605.82  (feet) ADJUSTED
 DP6906  ______________________________________________________________________
 DP6906  GEOID HEIGHT    -        -27.244 (meters)                     GEOID18
 DP6906  DYNAMIC HEIGHT  -        184.489 (meters)      605.28  (feet) COMP
 DP6906  MODELED GRAVITY -    979,740.7   (mgal)                       NAVD 88
 DP6906
 DP6906  VERT ORDER      -  SECOND    CLASS I
 DP6906
 DP6906.The horizontal coordinates were established by autonomous hand held GPS
 DP6906.observations and have an estimated accuracy of +/- 10 meters.
 DP6906
 DP6906.The orthometric height was determined by differential leveling and
 DP6906.adjusted by the NATIONAL GEODETIC SURVEY
 DP6906.in October 2015.
 DP6906
 DP6906.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6906.GEOID18 height accuracy estimate available here.
 DP6906
 DP6906.Click photographs - Photos may exist for this station.
 DP6906
 DP6906.The dynamic height is computed by dividing the NAVD 88
 DP6906.geopotential number by the normal gravity value computed on the
 DP6906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6906.degrees latitude (g = 980.6199 gals.).
 DP6906
 DP6906.The modeled gravity was interpolated from observed gravity values.
 DP6906
 DP6906;                    North         East    Units  Estimated Accuracy
 DP6906;SPC AR N     -   124,991.      437,937.      MT  (+/- 10 meters HH2 GPS)
 DP6906
 DP6906_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV2866724897(NAD 83)
 DP6906
 DP6906                          SUPERSEDED SURVEY CONTROL
 DP6906
 DP6906.No superseded survey control is available for this station.
 DP6906
 DP6906_MARKER: DB = BENCH MARK DISK
 DP6906_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DP6906_SP_SET: HEADWALL
 DP6906_STAMPING: P 341 2014
 DP6906_MARK LOGO: ARHD
 DP6906_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP6906+STABILITY: SURFACE MOTION
 DP6906_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP6906+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2014
 DP6906
 DP6906  HISTORY     - Date     Condition        Report By
 DP6906  HISTORY     - 20140929 MONUMENTED       ARHD
 DP6906
 DP6906                          STATION DESCRIPTION
 DP6906
 DP6906'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (JDH)
 DP6906'THE STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) SOUTH-SOUTHEAST OF
 DP6906'PLEASANT PLAINS, 6.3 MI (10.1 KM) EAST-NORTHEAST OF STEPROCK AND 3.2
 DP6906'MI (5.1 KM) NORTH OF VELVET RIDGE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DP6906'
 DP6906'TO REACH FROM THE INTERSECTION OF US I-67 AND US HIGHWAY 167, GO NORTH
 DP6906'ALONG HIGHWAY 167 FOR 10.25 MI (16.5 KM) TO THE STATION ON THE RIGHT,
 DP6906'IN THE CENTER OF THE EAST HEADWALL.
 DP6906'
 DP6906'IT IS 100 FT (30.5 M) NORTH OF A COMBINATION POLE AND 86 FT (26.2 M)
 DP6906'EAST OF HIGHWAY 167 CENTERLINE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DP8067 ***********************************************************************
 DP8067  DESIGNATION -  P 342
 DP8067  PID         -  DP8067
 DP8067  STATE/COUNTY-  AR/SEBASTIAN
 DP8067  COUNTRY     -  US
 DP8067  USGS QUAD   -  BARLING (2017)
 DP8067
 DP8067                         *CURRENT SURVEY CONTROL
 DP8067  ______________________________________________________________________
 DP8067* NAD 83(1986) POSITION- 35 19 36.7    (N) 094 22 07.1    (W)   HD_HELD2
 DP8067* NAVD 88 ORTHO HEIGHT -   139.724 (meters)      458.41  (feet) ADJUSTED
 DP8067  ______________________________________________________________________
 DP8067  GEOID HEIGHT    -        -30.273 (meters)                     GEOID18
 DP8067  DYNAMIC HEIGHT  -        139.592 (meters)      457.98  (feet) COMP
 DP8067  MODELED GRAVITY -    979,683.9   (mgal)                       NAVD 88
 DP8067
 DP8067  VERT ORDER      -  FIRST     CLASS II
 DP8067
 DP8067.The horizontal coordinates were established by autonomous hand held GPS
 DP8067.observations and have an estimated accuracy of +/- 10 meters.
 DP8067
 DP8067.The orthometric height was determined by differential leveling and
 DP8067.adjusted by the NATIONAL GEODETIC SURVEY
 DP8067.in November 2015.
 DP8067
 DP8067.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8067.GEOID18 height accuracy estimate available here.
 DP8067
 DP8067.Click photographs - Photos may exist for this station.
 DP8067
 DP8067.The dynamic height is computed by dividing the NAVD 88
 DP8067.geopotential number by the normal gravity value computed on the
 DP8067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8067.degrees latitude (g = 980.6199 gals.).
 DP8067
 DP8067.The modeled gravity was interpolated from observed gravity values.
 DP8067
 DP8067;                    North         East    Units  Estimated Accuracy
 DP8067;SPC AR N     -   112,813.      184,667.      MT  (+/- 10 meters HH2 GPS)
 DP8067
 DP8067_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUV7560410150(NAD 83)
 DP8067
 DP8067                          SUPERSEDED SURVEY CONTROL
 DP8067
 DP8067.No superseded survey control is available for this station.
 DP8067
 DP8067_MARKER: DB = BENCH MARK DISK
 DP8067_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DP8067_SP_SET: DROP INLET
 DP8067_STAMPING: P 342 2015
 DP8067_MARK LOGO: ARHD
 DP8067_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP8067_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP8067_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8067+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2015
 DP8067
 DP8067  HISTORY     - Date     Condition        Report By
 DP8067  HISTORY     - 20150108 MONUMENTED       ARHD
 DP8067
 DP8067                          STATION DESCRIPTION
 DP8067
 DP8067'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 DP8067'THE STATION IS LOCATED ABOUT 4.4 MI (7.1 KM) SOUTH-SOUTHEAST OF FORT
 DP8067'SMITH, 3.8 MI (6.1 KM) WEST OF BARLING AND 1.8 MI (2.9 KM) EAST OF
 DP8067'SOUTH FORT SMITH.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DP8067'
 DP8067'TO REACH FROM THE INTERSECTION OF US I-540 AND STATE HIGHWAY 255, GO
 DP8067'SOUTH ON HIGHWAY 255 FOR 1.5 MI (2.4 KM) TO THE STATION ON THE RIGHT
 DP8067'IN A DROP INLET.
 DP8067'
 DP8067'IT IS 49 FT (14.9 M) WEST OF A POWER POLE, 33 FT (10.1 M) SOUTH OF
 DP8067'HIGHWAY 255 CENTERLINE AND 7 FT (2.1 M) NORTH OF A HEADWALL.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ3488 ***********************************************************************
 DQ3488  DESIGNATION -  P 343
 DQ3488  PID         -  DQ3488
 DQ3488  STATE/COUNTY-  AR/VAN BUREN
 DQ3488  COUNTRY     -  US
 DQ3488  USGS QUAD   -  MORGANTON (2017)
 DQ3488
 DQ3488                         *CURRENT SURVEY CONTROL
 DQ3488  ______________________________________________________________________
 DQ3488* NAD 83(1986) POSITION- 35 24 06.3    (N) 092 21 20.3    (W)   HD_HELD2
 DQ3488* NAVD 88 ORTHO HEIGHT -   222.076 (meters)      728.59  (feet) ADJUSTED
 DQ3488  ______________________________________________________________________
 DQ3488  GEOID HEIGHT    -        -27.876 (meters)                     GEOID18
 DQ3488  DYNAMIC HEIGHT  -        221.871 (meters)      727.92  (feet) COMP
 DQ3488  MODELED GRAVITY -    979,704.5   (mgal)                       NAVD 88
 DQ3488
 DQ3488  VERT ORDER      -  SECOND    CLASS I
 DQ3488
 DQ3488.The horizontal coordinates were established by autonomous hand held GPS
 DQ3488.observations and have an estimated accuracy of +/- 10 meters.
 DQ3488
 DQ3488.The orthometric height was determined by differential leveling and
 DQ3488.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3488.in January 2017.
 DQ3488
 DQ3488.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3488.GEOID18 height accuracy estimate available here.
 DQ3488
 DQ3488.Click photographs - Photos may exist for this station.
 DQ3488
 DQ3488.The dynamic height is computed by dividing the NAVD 88
 DQ3488.geopotential number by the normal gravity value computed on the
 DQ3488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3488.degrees latitude (g = 980.6199 gals.).
 DQ3488
 DQ3488.The modeled gravity was interpolated from observed gravity values.
 DQ3488
 DQ3488;                    North         East    Units  Estimated Accuracy
 DQ3488;SPC AR N     -   118,590.      367,696.      MT  (+/- 10 meters HH2 GPS)
 DQ3488
 DQ3488_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV5851017787(NAD 83)
 DQ3488
 DQ3488                          SUPERSEDED SURVEY CONTROL
 DQ3488
 DQ3488.No superseded survey control is available for this station.
 DQ3488
 DQ3488_MARKER: DB = BENCH MARK DISK
 DQ3488_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ3488_SP_SET: HEADWALL
 DQ3488_STAMPING: P 343 2015
 DQ3488_MARK LOGO: ARHD
 DQ3488_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3488+STABILITY: SURFACE MOTION
 DQ3488_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ3488+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2015
 DQ3488
 DQ3488  HISTORY     - Date     Condition        Report By
 DQ3488  HISTORY     - 20150831 MONUMENTED       ARHD
 DQ3488
 DQ3488                          STATION DESCRIPTION
 DQ3488
 DQ3488'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 DQ3488'THE STATION IS LOCATED ABOUT 5.0 MI (8.0 KM) SOUTH OF MORGANTON, 4.0
 DQ3488'MI (6.4 KM) SOUTH-SOUTHEAST OF BEE BRANCH AND 3.9 MI (6.3 KM)
 DQ3488'NORTHEAST OF DAMASCUS.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ3488'
 DQ3488'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND COUNTY ROAD
 DQ3488'GRAVESVILLE CUTOFF ROAD, GO SOUTHEAST ON GRAVESVILLE CUTOFF FOR 3.65
 DQ3488'MI (5.87 KM) TO THE STATION ON THE RIGHT, IN THE WEST HEADWALL.
 DQ3488'
 DQ3488'IT IS 18.0 FT (5.5 M) WEST OF THE CENTERLINE OF GRAVESVILLE CUTOFF
 DQ3488'ROAD AND 12.0 FT (3.7 M) EAST OF A FENCE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ3514 ***********************************************************************
 DQ3514  DESIGNATION -  P 344
 DQ3514  PID         -  DQ3514
 DQ3514  STATE/COUNTY-  AR/VAN BUREN
 DQ3514  COUNTRY     -  US
 DQ3514  USGS QUAD   -  CLINTON (2017)
 DQ3514
 DQ3514                         *CURRENT SURVEY CONTROL
 DQ3514  ______________________________________________________________________
 DQ3514* NAD 83(1986) POSITION- 35 34 26.1    (N) 092 27 24.5    (W)   HD_HELD2
 DQ3514* NAVD 88 ORTHO HEIGHT -   229.056 (meters)      751.49  (feet) ADJUSTED
 DQ3514  ______________________________________________________________________
 DQ3514  GEOID HEIGHT    -        -27.955 (meters)                     GEOID18
 DQ3514  DYNAMIC HEIGHT  -        228.849 (meters)      750.82  (feet) COMP
 DQ3514  MODELED GRAVITY -    979,723.5   (mgal)                       NAVD 88
 DQ3514
 DQ3514  VERT ORDER      -  SECOND    CLASS I
 DQ3514
 DQ3514.The horizontal coordinates were established by autonomous hand held GPS
 DQ3514.observations and have an estimated accuracy of +/- 10 meters.
 DQ3514
 DQ3514.The orthometric height was determined by differential leveling and
 DQ3514.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3514.in January 2017.
 DQ3514
 DQ3514.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3514.GEOID18 height accuracy estimate available here.
 DQ3514
 DQ3514.Click photographs - Photos may exist for this station.
 DQ3514
 DQ3514.The dynamic height is computed by dividing the NAVD 88
 DQ3514.geopotential number by the normal gravity value computed on the
 DQ3514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3514.degrees latitude (g = 980.6199 gals.).
 DQ3514
 DQ3514.The modeled gravity was interpolated from observed gravity values.
 DQ3514
 DQ3514;                    North         East    Units  Estimated Accuracy
 DQ3514;SPC AR N     -   137,728.      358,595.      MT  (+/- 10 meters HH2 GPS)
 DQ3514
 DQ3514_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV4921936826(NAD 83)
 DQ3514
 DQ3514                          SUPERSEDED SURVEY CONTROL
 DQ3514
 DQ3514.No superseded survey control is available for this station.
 DQ3514
 DQ3514_MARKER: DB = BENCH MARK DISK
 DQ3514_SETTING: 66 = SET IN ROCK OUTCROP
 DQ3514_STAMPING: P 344 2015
 DQ3514_MARK LOGO: ARHD
 DQ3514_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ3514_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DQ3514+STABILITY: POSITION/ELEVATION WELL
 DQ3514_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3514+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2015
 DQ3514
 DQ3514  HISTORY     - Date     Condition        Report By
 DQ3514  HISTORY     - 20150930 MONUMENTED       ARHD
 DQ3514
 DQ3514                          STATION DESCRIPTION
 DQ3514
 DQ3514'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 DQ3514'THE STATION IS LOCATED ABOUT 9.2 MI (14.8 KM) NORTH-NORTHWEST OF BEE
 DQ3514'BRANCH, 8.2 MI (13.2 KM) NORTH-NORTHEAST OF FORMOSA AND 1.2 MI (1.9
 DQ3514'KM) SOUTH OF CLINTON.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ3514'
 DQ3514'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND CITY STREET SHAKE
 DQ3514'RAG ROAD, GO WEST ON SHAKE RAG ROAD FOR 0.3 MI (0.5 KM) TURN LEFT ON
 DQ3514'CITY STREET QUALITY DRIVE AND GO 0.1 MI (0.2 KM) TO THE STATION ON THE
 DQ3514'LEFT, IN A 1X8' ROCK OUTCROP.
 DQ3514'
 DQ3514'IT IS 5 M (16.4 FT) WEST OF A WITNESS POST, 105 FT (32.0 M) SOUTH OF A
 DQ3514'GRAVEL DRIVE, 25 FT (7.6 M) EAST OF QUALITY DRIVE AND 25 FT (7.6 M)
 DQ3514'NORTH OF A TELEPHONE BOX.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ3546 ***********************************************************************
 DQ3546  DESIGNATION -  P 345
 DQ3546  PID         -  DQ3546
 DQ3546  STATE/COUNTY-  AR/SEARCY
 DQ3546  COUNTRY     -  US
 DQ3546  USGS QUAD   -  LESLIE (2017)
 DQ3546
 DQ3546                         *CURRENT SURVEY CONTROL
 DQ3546  ______________________________________________________________________
 DQ3546* NAD 83(1986) POSITION- 35 47 50.1    (N) 092 32 15.5    (W)   HD_HELD2
 DQ3546* NAVD 88 ORTHO HEIGHT -   287.683 (meters)      943.84  (feet) ADJUSTED
 DQ3546  ______________________________________________________________________
 DQ3546  GEOID HEIGHT    -        -27.907 (meters)                     GEOID18
 DQ3546  DYNAMIC HEIGHT  -        287.419 (meters)      942.97  (feet) COMP
 DQ3546  MODELED GRAVITY -    979,708.4   (mgal)                       NAVD 88
 DQ3546
 DQ3546  VERT ORDER      -  SECOND    CLASS I
 DQ3546
 DQ3546.The horizontal coordinates were established by autonomous hand held GPS
 DQ3546.observations and have an estimated accuracy of +/- 10 meters.
 DQ3546
 DQ3546.The orthometric height was determined by differential leveling and
 DQ3546.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3546.in January 2017.
 DQ3546
 DQ3546.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3546.GEOID18 height accuracy estimate available here.
 DQ3546
 DQ3546.Click photographs - Photos may exist for this station.
 DQ3546
 DQ3546.The dynamic height is computed by dividing the NAVD 88
 DQ3546.geopotential number by the normal gravity value computed on the
 DQ3546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3546.degrees latitude (g = 980.6199 gals.).
 DQ3546
 DQ3546.The modeled gravity was interpolated from observed gravity values.
 DQ3546
 DQ3546;                    North         East    Units  Estimated Accuracy
 DQ3546;SPC AR N     -   162,543.      351,404.      MT  (+/- 10 meters HH2 GPS)
 DQ3546
 DQ3546_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV4177861559(NAD 83)
 DQ3546
 DQ3546                          SUPERSEDED SURVEY CONTROL
 DQ3546
 DQ3546.No superseded survey control is available for this station.
 DQ3546
 DQ3546_MARKER: DB = BENCH MARK DISK
 DQ3546_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ3546_SP_SET: HEADWALL
 DQ3546_STAMPING: P 345 2015
 DQ3546_MARK LOGO: ARHD
 DQ3546_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3546+STABILITY: SURFACE MOTION
 DQ3546_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ3546+SATELLITE: SATELLITE OBSERVATIONS - November 24, 2015
 DQ3546
 DQ3546  HISTORY     - Date     Condition        Report By
 DQ3546  HISTORY     - 20151124 MONUMENTED       ARHD
 DQ3546
 DQ3546                          STATION DESCRIPTION
 DQ3546
 DQ3546'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 DQ3546'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) NORTH OF BOTKINBURG, 5.5
 DQ3546'MI (8.8 KM) SOUTHWEST OF OXLEY AND 2.5 MI (4.0 KM) SOUTH-SOUTHEAST OF
 DQ3546'LESLIE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ3546'
 DQ3546'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 254,
 DQ3546'GO NORTH ON HIGHWAY 65 FOR 3.9 MI (6.3 KM) TO THE STATION ON THE
 DQ3546'RIGHT.
 DQ3546'
 DQ3546'IT IS 65 FT (19.8 M) NORTHWEST OF A 4 BARB FENCE CORNER, 51 FT (15.5
 DQ3546'M) EAST OF HIGHWAY 65 CENTERLINE AND 50 FT (15.2 M) WEST OF THE WEST
 DQ3546'CREEK BANK.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ3575 ***********************************************************************
 DQ3575  DESIGNATION -  P 346
 DQ3575  PID         -  DQ3575
 DQ3575  STATE/COUNTY-  AR/SEARCY
 DQ3575  COUNTRY     -  US
 DQ3575  USGS QUAD   -  MARSHALL (2017)
 DQ3575
 DQ3575                         *CURRENT SURVEY CONTROL
 DQ3575  ______________________________________________________________________
 DQ3575* NAD 83(1986) POSITION- 35 54 37.1    (N) 092 41 25.3    (W)   HD_HELD2
 DQ3575* NAVD 88 ORTHO HEIGHT -   217.020 (meters)      712.01  (feet) ADJUSTED
 DQ3575  ______________________________________________________________________
 DQ3575  GEOID HEIGHT    -        -28.164 (meters)                     GEOID18
 DQ3575  DYNAMIC HEIGHT  -        216.824 (meters)      711.36  (feet) COMP
 DQ3575  MODELED GRAVITY -    979,724.4   (mgal)                       NAVD 88
 DQ3575
 DQ3575  VERT ORDER      -  SECOND    CLASS I
 DQ3575
 DQ3575.The horizontal coordinates were established by autonomous hand held GPS
 DQ3575.observations and have an estimated accuracy of +/- 10 meters.
 DQ3575
 DQ3575.The orthometric height was determined by differential leveling and
 DQ3575.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3575.in January 2017.
 DQ3575
 DQ3575.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3575.GEOID18 height accuracy estimate available here.
 DQ3575
 DQ3575.Click photographs - Photos may exist for this station.
 DQ3575
 DQ3575.The dynamic height is computed by dividing the NAVD 88
 DQ3575.geopotential number by the normal gravity value computed on the
 DQ3575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3575.degrees latitude (g = 980.6199 gals.).
 DQ3575
 DQ3575.The modeled gravity was interpolated from observed gravity values.
 DQ3575
 DQ3575;                    North         East    Units  Estimated Accuracy
 DQ3575;SPC AR N     -   175,172.      337,688.      MT  (+/- 10 meters HH2 GPS)
 DQ3575
 DQ3575_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV2793874044(NAD 83)
 DQ3575
 DQ3575                          SUPERSEDED SURVEY CONTROL
 DQ3575
 DQ3575.No superseded survey control is available for this station.
 DQ3575
 DQ3575_MARKER: DB = BENCH MARK DISK
 DQ3575_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ3575_SP_SET: BOX CULVERT HEADWALL
 DQ3575_STAMPING: P 346 2016
 DQ3575_MARK LOGO: ARHD
 DQ3575_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3575+STABILITY: SURFACE MOTION
 DQ3575_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ3575+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2016
 DQ3575
 DQ3575  HISTORY     - Date     Condition        Report By
 DQ3575  HISTORY     - 20160201 MONUMENTED       ARHD
 DQ3575
 DQ3575                          STATION DESCRIPTION
 DQ3575
 DQ3575'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 DQ3575'THE STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) EAST OF SNOWBALL, 3.3 MI
 DQ3575'(5.3 KM) WEST OF MARSHALL AND 3.1 MI (5.0 KM) NORTH-NORTHEAST OF
 DQ3575'CANAAN.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ3575'
 DQ3575'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND OLD STATE HIGHWAY
 DQ3575'65, GO NORTH ON OLD HIGHWAY 65 FOR 1.4 MI (2.3 KM) TO THE STATION ON
 DQ3575'THE LEFT, IN THE SOUTHWEST CORNER OF A BOX CULVERT.
 DQ3575'
 DQ3575'IT IS 16 FT (4.9 M) SOUTH OF OLD HIGHWAY 65 CENTERLINE AND 1 FT (0.3
 DQ3575'M) SOUTH OF A GUARD RAIL.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ3605 ***********************************************************************
 DQ3605  DESIGNATION -  P 347
 DQ3605  PID         -  DQ3605
 DQ3605  STATE/COUNTY-  AR/SEARCY
 DQ3605  COUNTRY     -  US
 DQ3605  USGS QUAD   -  SAINT JOE (2017)
 DQ3605
 DQ3605                         *CURRENT SURVEY CONTROL
 DQ3605  ______________________________________________________________________
 DQ3605* NAD 83(1986) POSITION- 36 01 17.1    (N) 092 47 34.7    (W)   HD_HELD2
 DQ3605* NAVD 88 ORTHO HEIGHT -   275.328 (meters)      903.31  (feet) ADJUSTED
 DQ3605  ______________________________________________________________________
 DQ3605  GEOID HEIGHT    -        -28.340 (meters)                     GEOID18
 DQ3605  DYNAMIC HEIGHT  -        275.081 (meters)      902.49  (feet) COMP
 DQ3605  MODELED GRAVITY -    979,729.8   (mgal)                       NAVD 88
 DQ3605
 DQ3605  VERT ORDER      -  SECOND    CLASS I
 DQ3605
 DQ3605.The horizontal coordinates were established by autonomous hand held GPS
 DQ3605.observations and have an estimated accuracy of +/- 10 meters.
 DQ3605
 DQ3605.The orthometric height was determined by differential leveling and
 DQ3605.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3605.in January 2017.
 DQ3605
 DQ3605.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3605.GEOID18 height accuracy estimate available here.
 DQ3605
 DQ3605.Click photographs - Photos may exist for this station.
 DQ3605
 DQ3605.The dynamic height is computed by dividing the NAVD 88
 DQ3605.geopotential number by the normal gravity value computed on the
 DQ3605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3605.degrees latitude (g = 980.6199 gals.).
 DQ3605
 DQ3605.The modeled gravity was interpolated from observed gravity values.
 DQ3605
 DQ3605;                    North         East    Units  Estimated Accuracy
 DQ3605;SPC AR N     -   187,570.      328,525.      MT  (+/- 10 meters HH2 GPS)
 DQ3605
 DQ3605_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV1865386343(NAD 83)
 DQ3605
 DQ3605                          SUPERSEDED SURVEY CONTROL
 DQ3605
 DQ3605.No superseded survey control is available for this station.
 DQ3605
 DQ3605_MARKER: DB = BENCH MARK DISK
 DQ3605_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DQ3605_STAMPING: P 347 2016
 DQ3605_MARK LOGO: ARHD
 DQ3605_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DQ3605_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ3605_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ3605+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2016
 DQ3605
 DQ3605  HISTORY     - Date     Condition        Report By
 DQ3605  HISTORY     - 20160329 MONUMENTED       ARHD
 DQ3605
 DQ3605                          STATION DESCRIPTION
 DQ3605
 DQ3605'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 DQ3605'THE STATION IS LOCATED ABOUT 8.5 MI (13.7 KM) WEST-SOUTHWEST OF
 DQ3605'MAUMEE, 8.1 MI (13.0 KM) NORTH-NORTHEAST OF SNOWBALL AND 0.9 MI (1.4
 DQ3605'KM) SOUTHEAST OF SAINT JOE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ3605'
 DQ3605'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 333,
 DQ3605'GO NORTH ON HIGHWAY 65 FOR 2.2 MI (3.5 KM) TO THE STATION ON THE
 DQ3605'RIGHT.
 DQ3605'
 DQ3605'IT IS 27 FT (8.2 M) EAST OF HIGHWAY 65 CENTERLINE, 15 FT (4.6 M) SOUTH
 DQ3605'OF A GRAVEL DRIVE CENTERLINE AND 11 FT (3.4 M) SOUTHWEST OF A POWER
 DQ3605'POLE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ3632 ***********************************************************************
 DQ3632  DESIGNATION -  P 348
 DQ3632  PID         -  DQ3632
 DQ3632  STATE/COUNTY-  AR/VAN BUREN
 DQ3632  COUNTRY     -  US
 DQ3632  USGS QUAD   -  LESLIE (2017)
 DQ3632
 DQ3632                         *CURRENT SURVEY CONTROL
 DQ3632  ______________________________________________________________________
 DQ3632* NAD 83(1986) POSITION- 35 45 08.12   (N) 092 33 58.80   (W)   HD_HELD1
 DQ3632* NAVD 88 ORTHO HEIGHT -   439.699 (meters)     1442.58  (feet) ADJUSTED
 DQ3632  ______________________________________________________________________
 DQ3632  GEOID HEIGHT    -        -27.902 (meters)                     GEOID18
 DQ3632  DYNAMIC HEIGHT  -        439.288 (meters)     1441.23  (feet) COMP
 DQ3632  MODELED GRAVITY -    979,684.5   (mgal)                       NAVD 88
 DQ3632
 DQ3632  VERT ORDER      -  SECOND    CLASS I
 DQ3632
 DQ3632.The horizontal coordinates were determined by differentially corrected
 DQ3632.hand held GPS observations or other comparable positioning techniques
 DQ3632.and have an estimated accuracy of +/- 3 meters.
 DQ3632
 DQ3632.The orthometric height was determined by differential leveling and
 DQ3632.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3632.in January 2017.
 DQ3632
 DQ3632.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3632.GEOID18 height accuracy estimate available here.
 DQ3632
 DQ3632.Click photographs - Photos may exist for this station.
 DQ3632
 DQ3632.The dynamic height is computed by dividing the NAVD 88
 DQ3632.geopotential number by the normal gravity value computed on the
 DQ3632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3632.degrees latitude (g = 980.6199 gals.).
 DQ3632
 DQ3632.The modeled gravity was interpolated from observed gravity values.
 DQ3632
 DQ3632;                    North         East    Units  Estimated Accuracy
 DQ3632;SPC AR N     -   157,565.4     348,781.4     MT  (+/- 3 meters HH1 GPS) 
 DQ3632
 DQ3632_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV3920756557(NAD 83)
 DQ3632
 DQ3632                          SUPERSEDED SURVEY CONTROL
 DQ3632
 DQ3632.No superseded survey control is available for this station.
 DQ3632
 DQ3632_MARKER: DB = BENCH MARK DISK
 DQ3632_SETTING: 66 = SET IN ROCK OUTCROP
 DQ3632_STAMPING: P 348 2016
 DQ3632_MARK LOGO: ARHD
 DQ3632_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3632_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DQ3632+STABILITY: POSITION/ELEVATION WELL
 DQ3632_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3632+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2016
 DQ3632
 DQ3632  HISTORY     - Date     Condition        Report By
 DQ3632  HISTORY     - 20160523 MONUMENTED       ARHD
 DQ3632
 DQ3632                          STATION DESCRIPTION
 DQ3632
 DQ3632'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 DQ3632'THE STATION IS LOCATED ABOUT 8.7 MI (14.0 KM) SOUTHWEST OF OXLEY, 5.4
 DQ3632'MI (8.7 KM) SOUTH OF LESLIE AND 4.6 MI (7.4 KM) NORTHWEST OF
 DQ3632'BOTKINBURG.  OWNERSHIP--DONALD-SCOTT.
 DQ3632'
 DQ3632'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 254,
 DQ3632'GO WEST ON HIGHWAY 254 FOR 2.65 MI (4.26 KM) TO THE STATION ON THE
 DQ3632'RIGHT, IN A HUGE FLAT ROCK OUTCROP.
 DQ3632'
 DQ3632'IT IS 98 FT (29.9 M) NORTHEAST OF A POWER POLE, 89 FT (27.1 M)
 DQ3632'NORTHWEST OF HIGHWAY 254 CENTERLINE, 82 FT (25.0 M) SOUTHWEST OF A
 DQ3632'DRIVEWAY CENTERLINE AND 50 FT (15.2 M) NORTH OF A WITNESS POST AND
 DQ3632'BARB WIRE FENCE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0052 ***********************************************************************
 GF0052  DESIGNATION -  P 35
 GF0052  PID         -  GF0052
 GF0052  STATE/COUNTY-  AR/BAXTER
 GF0052  COUNTRY     -  US
 GF0052  USGS QUAD   -  NORFORK (2017)
 GF0052
 GF0052                         *CURRENT SURVEY CONTROL
 GF0052  ______________________________________________________________________
 GF0052* NAD 83(1986) POSITION- 36 12 52.     (N) 092 19 06.     (W)   SCALED
 GF0052* NAVD 88 ORTHO HEIGHT -   123.121 (meters)      403.94  (feet) ADJUSTED
 GF0052  ______________________________________________________________________
 GF0052  GEOID HEIGHT    -        -28.323 (meters)                     GEOID18
 GF0052  DYNAMIC HEIGHT  -        123.016 (meters)      403.60  (feet) COMP
 GF0052  MODELED GRAVITY -    979,777.5   (mgal)                       NAVD 88
 GF0052
 GF0052  VERT ORDER      -  SECOND    CLASS 0
 GF0052
 GF0052.The horizontal coordinates were scaled from a map and have
 GF0052.an estimated accuracy of +/- 6 seconds.
 GF0052
 GF0052.The orthometric height was determined by differential leveling and
 GF0052.adjusted by the NATIONAL GEODETIC SURVEY
 GF0052.in June 1991.
 GF0052
 GF0052.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0052.GEOID18 height accuracy estimate available here.
 GF0052
 GF0052.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA612079(NAD 83)
 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
 GF0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0052.See file dsdata.pdf to determine how the superseded data were derived.
 GF0052
 GF0052_MARKER: DB = BENCH MARK DISK
 GF0052_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GF0052_STAMPING: P 35 1934
 GF0052_MARK LOGO: CGS
 GF0052_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0326 ***********************************************************************
 GF0326  DESIGNATION -  P 35
 GF0326  PID         -  GF0326
 GF0326  STATE/COUNTY-  AR/BOONE
 GF0326  COUNTRY     -  US
 GF0326  USGS QUAD   -  OMAHA (2017)
 GF0326
 GF0326                         *CURRENT SURVEY CONTROL
 GF0326  ______________________________________________________________________
 GF0326* NAD 83(1986) POSITION- 36 26 28.     (N) 093 11 15.     (W)   SCALED
 GF0326* NAVD 88 ORTHO HEIGHT -   343.438 (meters)     1126.76  (feet) ADJUSTED
 GF0326  ______________________________________________________________________
 GF0326  GEOID HEIGHT    -        -28.457 (meters)                     GEOID18
 GF0326  DYNAMIC HEIGHT  -        343.137 (meters)     1125.78  (feet) COMP
 GF0326  MODELED GRAVITY -    979,748.1   (mgal)                       NAVD 88
 GF0326
 GF0326  VERT ORDER      -  SECOND    CLASS 0
 GF0326
 GF0326.The horizontal coordinates were scaled from a map and have
 GF0326.an estimated accuracy of +/- 6 seconds.
 GF0326
 GF0326.The orthometric height was determined by differential leveling and
 GF0326.adjusted by the NATIONAL GEODETIC SURVEY
 GF0326.in June 1991.
 GF0326
 GF0326.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0326.GEOID18 height accuracy estimate available here.
 GF0326
 GF0326.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA831328(NAD 83)
 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
 GF0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0326.See file dsdata.pdf to determine how the superseded data were derived.
 GF0326
 GF0326_MARKER: DB = BENCH MARK DISK
 GF0326_SETTING: 66 = SET IN ROCK OUTCROP
 GF0326_STAMPING: P 35 1934
 GF0326_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 DQ8655 ***********************************************************************
 DQ8655  DESIGNATION -  P 351
 DQ8655  PID         -  DQ8655
 DQ8655  STATE/COUNTY-  AR/DREW
 DQ8655  COUNTRY     -  US
 DQ8655  USGS QUAD   -  COLLINS NW (2017)
 DQ8655
 DQ8655                         *CURRENT SURVEY CONTROL
 DQ8655  ______________________________________________________________________
 DQ8655* NAD 83(1986) POSITION- 33 38 06.6    (N) 091 42 32.4    (W)   HD_HELD2
 DQ8655* NAVD 88 ORTHO HEIGHT -    54.117 (meters)      177.55  (feet) ADJUSTED
 DQ8655  ______________________________________________________________________
 DQ8655  GEOID HEIGHT    -        -25.774 (meters)                     GEOID18
 DQ8655  DYNAMIC HEIGHT  -         54.062 (meters)      177.37  (feet) COMP
 DQ8655  MODELED GRAVITY -    979,625.0   (mgal)                       NAVD 88
 DQ8655
 DQ8655  VERT ORDER      -  SECOND    CLASS I
 DQ8655
 DQ8655.The horizontal coordinates were established by autonomous hand held GPS
 DQ8655.observations and have an estimated accuracy of +/- 10 meters.
 DQ8655
 DQ8655.The orthometric height was determined by differential leveling and
 DQ8655.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8655.in July 2018.
 DQ8655
 DQ8655.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8655.GEOID18 height accuracy estimate available here.
 DQ8655
 DQ8655.Click photographs - Photos may exist for this station.
 DQ8655
 DQ8655.The dynamic height is computed by dividing the NAVD 88
 DQ8655.geopotential number by the normal gravity value computed on the
 DQ8655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8655.degrees latitude (g = 980.6199 gals.).
 DQ8655
 DQ8655.The modeled gravity was interpolated from observed gravity values.
 DQ8655
 DQ8655;                    North         East    Units  Estimated Accuracy
 DQ8655;SPC AR S     -   507,457.      426,997.      MT  (+/- 10 meters HH2 GPS)
 DQ8655
 DQ8655_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT1973222452(NAD 83)
 DQ8655
 DQ8655                          SUPERSEDED SURVEY CONTROL
 DQ8655
 DQ8655.No superseded survey control is available for this station.
 DQ8655
 DQ8655_MARKER: DB = BENCH MARK DISK
 DQ8655_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ8655_SP_SET: HEADWALL
 DQ8655_STAMPING: P 351 2017
 DQ8655_MARK LOGO: ARHD
 DQ8655_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ8655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ8655+STABILITY: SURFACE MOTION
 DQ8655_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8655+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2017
 DQ8655
 DQ8655  HISTORY     - Date     Condition        Report By
 DQ8655  HISTORY     - 20171220 MONUMENTED       ARHD
 DQ8655
 DQ8655                          STATION DESCRIPTION
 DQ8655
 DQ8655'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2017 (JDH)
 DQ8655'THE STATION IS LOCATED ABOUT 9.2 MI (14.8 KM) WEST-SOUTHWEST OF SELMA,
 DQ8655'7.8 MI (12.6 KM) NORTHWEST OF COMINTO AND 4.7 MI (7.6 KM) EAST OF
 DQ8655'MONTICELLO.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ8655'
 DQ8655'TO REACH FROM THE INTERSECTION OF US HIGHWAY 278 AND STATE HIGHWAY 35,
 DQ8655'GO EAST ON HIGHWAY 278 FOR 2.9 MI (4.7 KM) TO THE STATION ON THE
 DQ8655'RIGHT, IN THE CENTER OF THE SOUTH HEADWALL, SECTION 15, LOG MILE 5.45.
 DQ8655'IT IS 45 FT (13.7 M) SOUTH OF HIGHWAY 278 CENTERLINE AND 35 FT (10.7
 DQ8655'M) NORTH OF A FENCE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ8682 ***********************************************************************
 DQ8682  DESIGNATION -  P 352
 DQ8682  PID         -  DQ8682
 DQ8682  STATE/COUNTY-  AR/DESHA
 DQ8682  COUNTRY     -  US
 DQ8682  USGS QUAD   -  MCGEHEE NORTH (2017)
 DQ8682
 DQ8682                         *CURRENT SURVEY CONTROL
 DQ8682  ______________________________________________________________________
 DQ8682* NAD 83(1986) POSITION- 33 41 56.8    (N) 091 26 47.1    (W)   HD_HELD2
 DQ8682* NAVD 88 ORTHO HEIGHT -    46.091 (meters)      151.22  (feet) ADJUSTED
 DQ8682  ______________________________________________________________________
 DQ8682  GEOID HEIGHT    -        -26.127 (meters)                     GEOID18
 DQ8682  DYNAMIC HEIGHT  -         46.044 (meters)      151.06  (feet) COMP
 DQ8682  MODELED GRAVITY -    979,616.0   (mgal)                       NAVD 88
 DQ8682
 DQ8682  VERT ORDER      -  SECOND    CLASS I
 DQ8682
 DQ8682.The horizontal coordinates were established by autonomous hand held GPS
 DQ8682.observations and have an estimated accuracy of +/- 10 meters.
 DQ8682
 DQ8682.The orthometric height was determined by differential leveling and
 DQ8682.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8682.in July 2018.
 DQ8682
 DQ8682.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8682.GEOID18 height accuracy estimate available here.
 DQ8682
 DQ8682.Click photographs - Photos may exist for this station.
 DQ8682
 DQ8682.The dynamic height is computed by dividing the NAVD 88
 DQ8682.geopotential number by the normal gravity value computed on the
 DQ8682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8682.degrees latitude (g = 980.6199 gals.).
 DQ8682
 DQ8682.The modeled gravity was interpolated from observed gravity values.
 DQ8682
 DQ8682;                    North         East    Units  Estimated Accuracy
 DQ8682;SPC AR S     -   514,650.      451,319.      MT  (+/- 10 meters HH2 GPS)
 DQ8682
 DQ8682_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT4398029878(NAD 83)
 DQ8682
 DQ8682                          SUPERSEDED SURVEY CONTROL
 DQ8682
 DQ8682.No superseded survey control is available for this station.
 DQ8682
 DQ8682_MARKER: DB = BENCH MARK DISK
 DQ8682_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ8682_SP_SET: BOX CULVERT HEADWALL
 DQ8682_STAMPING: P 352 2018
 DQ8682_MARK LOGO: ARHD
 DQ8682_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ8682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ8682+STABILITY: SURFACE MOTION
 DQ8682_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8682+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2018
 DQ8682
 DQ8682  HISTORY     - Date     Condition        Report By
 DQ8682  HISTORY     - 20180226 MONUMENTED       ARHD
 DQ8682
 DQ8682                          STATION DESCRIPTION
 DQ8682
 DQ8682'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (JDH)
 DQ8682'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) WEST OF MCARTHUR, 5.5 MI
 DQ8682'(8.8 KM) NORTH-NORTHWEST OF MCGEHEE AND 5.4 MI (8.7 KM)
 DQ8682'SOUTH-SOUTHEAST OF WINCHESTER.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ8682'
 DQ8682'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 277,
 DQ8682'GO SOUTH ON HIGHWAY 277 FOR 0.3 MI (0.5 KM) TO SECOND CITY STREET.
 DQ8682'TURN LEFT AND GO EAST ON SECOND STREET FOR 0.85 MI (1.37 KM) TO THE
 DQ8682'STATION ON THE LEFT, IN THE NORTHEAST CORNER OF A BOX CULVERT.
 DQ8682'
 DQ8682'IT IS 87 FT (26.5 M) SOUTHEAST OF A COMBINATION POLE, 43 FT (13.1 M)
 DQ8682'EAST OF INTERSECTION OLD TILLAR ROAD AND WEST THIRD STREET AND 33 FT
 DQ8682'(10.1 M) SOUTH OF A 6 INCH (15 CM) WATER WELL.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DQ8711 ***********************************************************************
 DQ8711  DESIGNATION -  P 353
 DQ8711  PID         -  DQ8711
 DQ8711  STATE/COUNTY-  AR/DESHA
 DQ8711  COUNTRY     -  US
 DQ8711  USGS QUAD   -  WINCHESTER (2017)
 DQ8711
 DQ8711                         *CURRENT SURVEY CONTROL
 DQ8711  ______________________________________________________________________
 DQ8711* NAD 83(1986) POSITION- 33 52 20.1    (N) 091 28 59.9    (W)   HD_HELD2
 DQ8711* NAVD 88 ORTHO HEIGHT -    49.646 (meters)      162.88  (feet) ADJUSTED
 DQ8711  ______________________________________________________________________
 DQ8711  GEOID HEIGHT    -        -26.035 (meters)                     GEOID18
 DQ8711  DYNAMIC HEIGHT  -         49.597 (meters)      162.72  (feet) COMP
 DQ8711  MODELED GRAVITY -    979,634.7   (mgal)                       NAVD 88
 DQ8711
 DQ8711  VERT ORDER      -  SECOND    CLASS I
 DQ8711
 DQ8711.The horizontal coordinates were established by autonomous hand held GPS
 DQ8711.observations and have an estimated accuracy of +/- 10 meters.
 DQ8711
 DQ8711.The orthometric height was determined by differential leveling and
 DQ8711.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8711.in July 2018.
 DQ8711
 DQ8711.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8711.GEOID18 height accuracy estimate available here.
 DQ8711
 DQ8711.Click photographs - Photos may exist for this station.
 DQ8711
 DQ8711.The dynamic height is computed by dividing the NAVD 88
 DQ8711.geopotential number by the normal gravity value computed on the
 DQ8711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8711.degrees latitude (g = 980.6199 gals.).
 DQ8711
 DQ8711.The modeled gravity was interpolated from observed gravity values.
 DQ8711
 DQ8711;                    North         East    Units  Estimated Accuracy
 DQ8711;SPC AR S     -   533,834.      447,802.      MT  (+/- 10 meters HH2 GPS)
 DQ8711
 DQ8711_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT4027949026(NAD 83)
 DQ8711
 DQ8711                          SUPERSEDED SURVEY CONTROL
 DQ8711
 DQ8711.No superseded survey control is available for this station.
 DQ8711
 DQ8711_MARKER: DB = BENCH MARK DISK
 DQ8711_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DQ8711_SP_SET: BRIDGE ABUTMENT
 DQ8711_STAMPING: P 353 2018
 DQ8711_MARK LOGO: ARHD
 DQ8711_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ8711_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ8711_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ8711+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2018
 DQ8711
 DQ8711  HISTORY     - Date     Condition        Report By
 DQ8711  HISTORY     - 20180307 MONUMENTED       ARHD
 DQ8711
 DQ8711                          STATION DESCRIPTION
 DQ8711
 DQ8711'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (JDH)
 DQ8711'THE STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) EAST-NORTHEAST OF GOURD,
 DQ8711'6.8 MI (10.9 KM) NORTH OF WINCHESTER AND 1.1 MI (1.8 KM)
 DQ8711'SOUTH-SOUTHEAST OF DUMAS.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ8711'
 DQ8711'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND US HIGHWAY 165, GO
 DQ8711'SOUTH ON HIGHWAY 65 FOR 0.8 MI (1.3 KM) TO BROOKHAVEN DRIVE (CITY).
 DQ8711'TURN RIGHT AND GO WEST ON BROOKHAVEN DRIVE FOR 0.1 MI (0.2 KM) TO THE
 DQ8711'STATION ON THE RIGHT, IN THE NORTHWEST CORNER OF THE BRIDGE ABUTMENT.
 DQ8711'
 DQ8711'IT IS 15 FT (4.6 M) NORTH OF BROOKHAVEN DRIVE CENTERLINE AND 1 FT (0.3
 DQ8711'M) NORTH OF THE GUARD RAIL.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR2684 ***********************************************************************
 DR2684  DESIGNATION -  P 354
 DR2684  PID         -  DR2684
 DR2684  STATE/COUNTY-  AR/SEVIER
 DR2684  COUNTRY     -  US
 DR2684  USGS QUAD   -  DE QUEEN (2017)
 DR2684
 DR2684                         *CURRENT SURVEY CONTROL
 DR2684  ______________________________________________________________________
 DR2684* NAD 83(1986) POSITION- 34 04 49.0    (N) 094 19 25.8    (W)   HD_HELD2
 DR2684* NAVD 88 ORTHO HEIGHT -   173.168 (meters)      568.14  (feet) ADJUSTED
 DR2684  ______________________________________________________________________
 DR2684  GEOID HEIGHT    -        -27.972 (meters)                     GEOID18
 DR2684  DYNAMIC HEIGHT  -        172.992 (meters)      567.56  (feet) COMP
 DR2684  MODELED GRAVITY -    979,616.3   (mgal)                       NAVD 88
 DR2684
 DR2684  VERT ORDER      -  FIRST     CLASS II
 DR2684
 DR2684.The horizontal coordinates were established by autonomous hand held GPS
 DR2684.observations and have an estimated accuracy of +/- 10 meters.
 DR2684
 DR2684.The orthometric height was determined by differential leveling and
 DR2684.adjusted by the NATIONAL GEODETIC SURVEY
 DR2684.in September 2019.
 DR2684
 DR2684.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR2684.GEOID18 height accuracy estimate available here.
 DR2684
 DR2684.Click photographs - Photos may exist for this station.
 DR2684
 DR2684.The dynamic height is computed by dividing the NAVD 88
 DR2684.geopotential number by the normal gravity value computed on the
 DR2684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR2684.degrees latitude (g = 980.6199 gals.).
 DR2684
 DR2684.The modeled gravity was interpolated from observed gravity values.
 DR2684
 DR2684;                    North         East    Units  Estimated Accuracy
 DR2684;SPC AR S     -   559,221.      185,551.      MT  (+/- 10 meters HH2 GPS)
 DR2684
 DR2684_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT7785771847(NAD 83)
 DR2684
 DR2684                          SUPERSEDED SURVEY CONTROL
 DR2684
 DR2684.No superseded survey control is available for this station.
 DR2684
 DR2684_MARKER: DB = BENCH MARK DISK
 DR2684_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR2684_SP_SET: GAS ISLAND
 DR2684_STAMPING: P 354 2019
 DR2684_MARK LOGO: ARHD
 DR2684_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR2684_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR2684
 DR2684  HISTORY     - Date     Condition        Report By
 DR2684  HISTORY     - 20190605 MONUMENTED       ARHD
 DR2684
 DR2684                          STATION DESCRIPTION
 DR2684
 DR2684'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2019 (JDH)
 DR2684'THE STATION IS LOCATED ABOUT 6.1 MI (9.8 KM) SOUTH OF GILLHAM, 5.2 MI
 DR2684'(8.4 KM) NORTHEAST OF CHAPEL HILL AND 3.1 MI (5.0 KM) NORTH-NORTHEAST
 DR2684'OF DE QUEEN.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR2684'
 DR2684'TO REACH FROM THE INTERSECTION OF US HIGHWAY 70 AND US HIGHWAY 71, GO
 DR2684'NORTH ON HIGHWAY 71 FOR 2.2 MI (3.5 KM) AT THE ARDOT SHOPS TO THE
 DR2684'STATION ON THE LEFT, IN THE CENTER OF THE SOUTH SIDE OF THE GAS
 DR2684'ISLAND.
 DR2684'
 DR2684'IT IS 92 FT (28.0 M) NORTHWEST OF THE ARDQ CORS STATION, 45 FT (13.7
 DR2684'M) SOUTH OF THE SOUTHEAST CORNER OF ARDOT SHOPS.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR3455 ***********************************************************************
 DR3455  DESIGNATION -  P 355
 DR3455  PID         -  DR3455
 DR3455  STATE/COUNTY-  AR/MISSISSIPPI
 DR3455  COUNTRY     -  US
 DR3455  USGS QUAD   -  LUXORA (2017)
 DR3455
 DR3455                         *CURRENT SURVEY CONTROL
 DR3455  ______________________________________________________________________
 DR3455* NAD 83(1986) POSITION- 35 45 21.4    (N) 089 59 27.2    (W)   HD_HELD2
 DR3455* NAVD 88 ORTHO HEIGHT -    71.687 (meters)      235.19  (feet) ADJUSTED
 DR3455  ______________________________________________________________________
 DR3455  GEOID HEIGHT    -        -27.777 (meters)                     GEOID18
 DR3455  DYNAMIC HEIGHT  -         71.626 (meters)      234.99  (feet) COMP
 DR3455  MODELED GRAVITY -    979,785.1   (mgal)                       NAVD 88
 DR3455
 DR3455  VERT ORDER      -  FIRST     CLASS II
 DR3455
 DR3455.The horizontal coordinates were established by autonomous hand held GPS
 DR3455.observations and have an estimated accuracy of +/- 10 meters.
 DR3455
 DR3455.The orthometric height was determined by differential leveling and
 DR3455.adjusted by the NATIONAL GEODETIC SURVEY
 DR3455.in June 2020.
 DR3455
 DR3455.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR3455.GEOID18 height accuracy estimate available here.
 DR3455
 DR3455.Click photographs - Photos may exist for this station.
 DR3455
 DR3455.The dynamic height is computed by dividing the NAVD 88
 DR3455.geopotential number by the normal gravity value computed on the
 DR3455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR3455.degrees latitude (g = 980.6199 gals.).
 DR3455
 DR3455.The modeled gravity was interpolated from observed gravity values.
 DR3455
 DR3455;                    North         East    Units  Estimated Accuracy
 DR3455;SPC AR N     -   159,681.      581,682.      MT  (+/- 10 meters HH2 GPS)
 DR3455
 DR3455_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE2957061006(NAD 83)
 DR3455
 DR3455                          SUPERSEDED SURVEY CONTROL
 DR3455
 DR3455.No superseded survey control is available for this station.
 DR3455
 DR3455_MARKER: DB = BENCH MARK DISK
 DR3455_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DR3455_SP_SET: BOX CULVERT WING WALL
 DR3455_STAMPING: P 355 2019
 DR3455_MARK LOGO: ARHD
 DR3455_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR3455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR3455+STABILITY: SURFACE MOTION
 DR3455_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR3455+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2019
 DR3455
 DR3455  HISTORY     - Date     Condition        Report By
 DR3455  HISTORY     - 20190827 MONUMENTED       ARHD
 DR3455
 DR3455                          STATION DESCRIPTION
 DR3455
 DR3455'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2019 (JDH)
 DR3455'THE STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) SOUTH-SOUTHEAST OF DELL,
 DR3455'3.7 MI (6.0 KM) NORTH-NORTHWEST OF OSCEOLA AND 3.5 MI (5.6 KM) WEST OF
 DR3455'LUXORA.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR3455'
 DR3455'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 119 AND STATE HIGHWAY
 DR3455'158, GO EAST ON HIGHWAY 158 FOR 2.45 MI (3.94 KM) TO THE STATION ON
 DR3455'THE RIGHT, IN THE WEST END OF THE SOUTH HEADWALL.
 DR3455'
 DR3455'IT IS 28 FT (8.5 M) SOUTH OF HIGHWAY 158 CENTERLINE, 14 FT (4.3 M)
 DR3455'EAST OF A FIELD ROAD CENTERLINE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR7318 ***********************************************************************
 DR7318  DESIGNATION -  P 357
 DR7318  PID         -  DR7318
 DR7318  STATE/COUNTY-  AR/SHARP
 DR7318  COUNTRY     -  US
 DR7318  USGS QUAD   -  STUART (2017)
 DR7318
 DR7318                         *CURRENT SURVEY CONTROL
 DR7318  ______________________________________________________________________
 DR7318* NAD 83(1986) POSITION- 36 16 26.6    (N) 091 30 25.7    (W)   HD_HELD2
 DR7318* NAVD 88 ORTHO HEIGHT -   214.223 (meters)      702.83  (feet) ADJUSTED
 DR7318  ______________________________________________________________________
 DR7318  GEOID HEIGHT    -        -28.341 (meters)                     GEOID18
 DR7318  DYNAMIC HEIGHT  -        214.042 (meters)      702.24  (feet) COMP
 DR7318  MODELED GRAVITY -    979,782.3   (mgal)                       NAVD 88
 DR7318
 DR7318  VERT ORDER      -  SECOND    CLASS I
 DR7318
 DR7318.The horizontal coordinates were established by autonomous hand held GPS
 DR7318.observations and have an estimated accuracy of +/- 10 meters.
 DR7318
 DR7318.The orthometric height was determined by differential leveling and
 DR7318.adjusted by the NATIONAL GEODETIC SURVEY
 DR7318.in January 2022.
 DR7318
 DR7318.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7318.GEOID18 height accuracy estimate available here.
 DR7318
 DR7318.Click photographs - Photos may exist for this station.
 DR7318
 DR7318.The dynamic height is computed by dividing the NAVD 88
 DR7318.geopotential number by the normal gravity value computed on the
 DR7318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7318.degrees latitude (g = 980.6199 gals.).
 DR7318
 DR7318.The modeled gravity was interpolated from observed gravity values.
 DR7318
 DR7318;                    North         East    Units  Estimated Accuracy
 DR7318;SPC AR N     -   215,426.      444,284.      MT  (+/- 10 meters HH2 GPS)
 DR7318
 DR7318_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA3408515379(NAD 83)
 DR7318
 DR7318                          SUPERSEDED SURVEY CONTROL
 DR7318
 DR7318.No superseded survey control is available for this station.
 DR7318
 DR7318_MARKER: DB = BENCH MARK DISK
 DR7318_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DR7318+WITH SETTING: PAVEMENT
 DR7318_SP_SET: ABANDONED SIGN BASE
 DR7318_STAMPING: P 357 2021
 DR7318_MARK LOGO: ARHD
 DR7318_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR7318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR7318+STABILITY: SURFACE MOTION
 DR7318_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR7318+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2021
 DR7318
 DR7318  HISTORY     - Date     Condition        Report By
 DR7318  HISTORY     - 20210901 MONUMENTED       ARHD
 DR7318
 DR7318                          STATION DESCRIPTION
 DR7318
 DR7318'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2021 (JDH)
 DR7318'THE MARK IS LOCATED ABOUT 6.6 MI (10.6 KM) EAST-NORTHEAST OF ASH FLAT,
 DR7318'3.2 MI (5.1 KM) SOUTH-SOUTHWEST OF HARDY AND 0.9 MI (1.4 KM) NORTHEAST
 DR7318'OF STUART.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7318'
 DR7318'TO REACH FROM THE INTERSECTION OF US HIGHWAY 62/412 AND US HIGHWAY
 DR7318'167, GO EAST ALONG HIGHWAY 62/412 FOR 5.55 MI (8.93 KM) TO THE STATION
 DR7318'ON THE RIGHT, IN A 2'X2' OLD CONCRETE ABANDONED SIGN BASE.
 DR7318'
 DR7318'IT IS 76 FT (23.2 M) SOUTH OF FM 101 ROAD CENTERLINE, 76 FT (23.2 M)
 DR7318'WEST OF THE SOUTHWEST CORNER OF THE GAS STATION, 62 FT (18.9 M) EAST
 DR7318'OF HIGHWAY 62/412 CENTERLINE AND 41 FT (12.5 M) NORTH OF AN ASPHALT
 DR7318'DRIVE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR8094 ***********************************************************************
 DR8094  DESIGNATION -  P 358
 DR8094  PID         -  DR8094
 DR8094  STATE/COUNTY-  AR/ARKANSAS
 DR8094  COUNTRY     -  US
 DR8094  USGS QUAD   -  DE WITT (2017)
 DR8094
 DR8094                         *CURRENT SURVEY CONTROL
 DR8094  ______________________________________________________________________
 DR8094* NAD 83(1986) POSITION- 34 17 54.5    (N) 091 22 05.7    (W)   HD_HELD2
 DR8094* NAVD 88 ORTHO HEIGHT -    58.597 (meters)      192.25  (feet) ADJUSTED
 DR8094  ______________________________________________________________________
 DR8094  GEOID HEIGHT    -        -26.405 (meters)                     GEOID18
 DR8094  DYNAMIC HEIGHT  -         58.540 (meters)      192.06  (feet) COMP
 DR8094  MODELED GRAVITY -    979,666.0   (mgal)                       NAVD 88
 DR8094
 DR8094  VERT ORDER      -  SECOND    CLASS I
 DR8094
 DR8094.The horizontal coordinates were established by autonomous hand held GPS
 DR8094.observations and have an estimated accuracy of +/- 10 meters.
 DR8094
 DR8094.The orthometric height was determined by differential leveling and
 DR8094.adjusted by the NATIONAL GEODETIC SURVEY
 DR8094.in September 2022.
 DR8094
 DR8094.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8094.GEOID18 height accuracy estimate available here.
 DR8094
 DR8094.Click photographs - Photos may exist for this station.
 DR8094
 DR8094.The dynamic height is computed by dividing the NAVD 88
 DR8094.geopotential number by the normal gravity value computed on the
 DR8094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR8094.degrees latitude (g = 980.6199 gals.).
 DR8094
 DR8094.The modeled gravity was interpolated from observed gravity values.
 DR8094
 DR8094;                    North         East    Units  Estimated Accuracy
 DR8094;SPC AR S     -   581,168.      458,155.      MT  (+/- 10 meters HH2 GPS)
 DR8094
 DR8094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT5016696455(NAD 83)
 DR8094
 DR8094                          SUPERSEDED SURVEY CONTROL
 DR8094
 DR8094.No superseded survey control is available for this station.
 DR8094
 DR8094_MARKER: DB = BENCH MARK DISK
 DR8094_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DR8094_SP_SET: HEADWALL
 DR8094_STAMPING: P 358 2022
 DR8094_MARK LOGO: ARHD
 DR8094_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR8094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR8094+STABILITY: SURFACE MOTION
 DR8094_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR8094+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2022
 DR8094
 DR8094  HISTORY     - Date     Condition        Report By
 DR8094  HISTORY     - 20220120 MONUMENTED       ARHD
 DR8094
 DR8094                          STATION DESCRIPTION
 DR8094
 DR8094'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2022 (JDH)
 DR8094'THE MARK IS LOCATED ABOUT 9.6 MI (15.4 KM) EAST OF LODGE CORNER, 8.0
 DR8094'MI (12.9 KM) SOUTH-SOUTHEAST OF ALMYRA AND 1.1 MI (1.8 KM)
 DR8094'WEST-NORTHWEST OF DE WITT.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR8094'
 DR8094'TO REACH FROM THE INTERSECTION OF US HIGHWAY 165 AND STATE HIGHWAY 11,
 DR8094'HEAD EAST ALONG HIGHWAY 165 FOR 7.90 MI (12.71 KM) TO THE STATION ON
 DR8094'THE RIGHT, IN THE WEST END OF THE SOUTH HEADWALL.
 DR8094'
 DR8094'IT IS 58 FT (17.7 M) NORTHWEST OF A LIGHT POLE, 49 FT (14.9 M)
 DR8094'WEST-NORTHWEST OF A POWER POLE AND 27 FT (8.2 M) SOUTH OF HIGHWAY 165
 DR8094'CENTERLINE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DR9226 ***********************************************************************
 DR9226  DESIGNATION -  P 359
 DR9226  PID         -  DR9226
 DR9226  STATE/COUNTY-  AR/YELL
 DR9226  COUNTRY     -  US
 DR9226  USGS QUAD   -  DANVILLE MOUNTAIN (2017)
 DR9226
 DR9226                         *CURRENT SURVEY CONTROL
 DR9226  ______________________________________________________________________
 DR9226* NAD 83(1986) POSITION- 35 03 01.4    (N) 093 15 01.5    (W)   HD_HELD2
 DR9226* NAVD 88 ORTHO HEIGHT -   101.445 (meters)      332.82  (feet) ADJUSTED
 DR9226  ______________________________________________________________________
 DR9226  GEOID HEIGHT    -        -29.341 (meters)                     GEOID18
 DR9226  DYNAMIC HEIGHT  -        101.347 (meters)      332.50  (feet) COMP
 DR9226  MODELED GRAVITY -    979,663.7   (mgal)                       NAVD 88
 DR9226
 DR9226  VERT ORDER      -  SECOND    CLASS I
 DR9226
 DR9226.The horizontal coordinates were established by autonomous hand held GPS
 DR9226.observations and have an estimated accuracy of +/- 10 meters.
 DR9226
 DR9226.The orthometric height was determined by differential leveling and
 DR9226.adjusted by the NATIONAL GEODETIC SURVEY
 DR9226.in September 2023.
 DR9226
 DR9226.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9226.GEOID18 height accuracy estimate available here.
 DR9226
 DR9226.Click photographs - Photos may exist for this station.
 DR9226
 DR9226.The dynamic height is computed by dividing the NAVD 88
 DR9226.geopotential number by the normal gravity value computed on the
 DR9226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9226.degrees latitude (g = 980.6199 gals.).
 DR9226
 DR9226.The modeled gravity was interpolated from observed gravity values.
 DR9226
 DR9226;                    North         East    Units  Estimated Accuracy
 DR9226;SPC AR N     -    80,276.      285,927.      MT  (+/- 10 meters HH2 GPS)
 DR9226
 DR9226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU7716378659(NAD 83)
 DR9226
 DR9226                          SUPERSEDED SURVEY CONTROL
 DR9226
 DR9226.No superseded survey control is available for this station.
 DR9226
 DR9226_MARKER: DB = BENCH MARK DISK
 DR9226_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DR9226_SP_SET: DOUBLE CHANNEL CULVERT HEADWALL
 DR9226_STAMPING: P 359 2023
 DR9226_MARK LOGO: ARHD
 DR9226_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR9226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR9226+STABILITY: SURFACE MOTION
 DR9226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9226+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2023
 DR9226
 DR9226  HISTORY     - Date     Condition        Report By
 DR9226  HISTORY     - 20230808 MONUMENTED       ARHD
 DR9226
 DR9226                          STATION DESCRIPTION
 DR9226
 DR9226'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2023 (JDH)
 DR9226'THE MARK IS LOCATED ABOUT 8.0 MI (12.9 KM) SOUTH-SOUTHEAST OF
 DR9226'CHICKALAH, 5.0 MI (8.0 KM) NORTH-NORTHEAST OF PLAINVIEW AND 2.0 MI
 DR9226'(3.2 KM) NORTHWEST OF OLA.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR9226'
 DR9226'TO REACH FROM THE INTERSECTION OF HIGHWAY 10 AND 7 GO WEST ALONG ALONG
 DR9226'HIGHWAY 10 FOR 2.1 MI (3.4 KM) TO THE STATION ON THE RIGHT SET IN
 DR9226'SOUTH SIDE OF CONCRETE HEADWALL.
 DR9226'
 DR9226'IT IS 64 FT (19.5 M) SOUTH-SOUTHEAST OF POWERPOLE 180, 19.5 FT (5.9 M)
 DR9226'EAST OF THE CENTERLINE OF HIGHWAY 10 AND 1 FT (0.3 M) NORTH OF A
 DR9226'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0081 ***********************************************************************
 GF0081  DESIGNATION -  P 36
 GF0081  PID         -  GF0081
 GF0081  STATE/COUNTY-  AR/BAXTER
 GF0081  COUNTRY     -  US
 GF0081  USGS QUAD   -  MIDWAY (2017)
 GF0081
 GF0081                         *CURRENT SURVEY CONTROL
 GF0081  ______________________________________________________________________
 GF0081* NAD 83(1986) POSITION- 36 23 06.     (N) 092 27 42.     (W)   SCALED
 GF0081* NAVD 88 ORTHO HEIGHT -   272.451 (meters)      893.87  (feet) ADJUSTED
 GF0081  ______________________________________________________________________
 GF0081  GEOID HEIGHT    -        -28.426 (meters)                     GEOID18
 GF0081  DYNAMIC HEIGHT  -        272.220 (meters)      893.11  (feet) COMP
 GF0081  MODELED GRAVITY -    979,773.8   (mgal)                       NAVD 88
 GF0081
 GF0081  VERT ORDER      -  SECOND    CLASS 0
 GF0081
 GF0081.The horizontal coordinates were scaled from a map and have
 GF0081.an estimated accuracy of +/- 6 seconds.
 GF0081
 GF0081.The orthometric height was determined by differential leveling and
 GF0081.adjusted by the NATIONAL GEODETIC SURVEY
 GF0081.in June 1991.
 GF0081
 GF0081.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0081.GEOID18 height accuracy estimate available here.
 GF0081
 GF0081.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA482267(NAD 83)
 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
 GF0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0081.See file dsdata.pdf to determine how the superseded data were derived.
 GF0081
 GF0081_MARKER: DB = BENCH MARK DISK
 GF0081_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GF0081_SP_SET: BOX CULVERT HEADWALL
 GF0081_STAMPING: P 36 1934
 GF0081_MARK LOGO: CGS
 GF0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0081+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DR9515 ***********************************************************************
 DR9515  DESIGNATION -  P 360
 DR9515  PID         -  DR9515
 DR9515  STATE/COUNTY-  AR/FAULKNER
 DR9515  COUNTRY     -  US
 DR9515  USGS QUAD   -  CONWAY (2017)
 DR9515
 DR9515                         *CURRENT SURVEY CONTROL
 DR9515  ______________________________________________________________________
 DR9515* NAD 83(1986) POSITION- 35 05 26.3    (N) 092 23 21.9    (W)   HD_HELD2
 DR9515* NAVD 88 ORTHO HEIGHT -   102.432 (meters)      336.06  (feet) ADJUSTED
 DR9515  ______________________________________________________________________
 DR9515  GEOID HEIGHT    -        -27.873 (meters)                     GEOID18
 DR9515  DYNAMIC HEIGHT  -        102.335 (meters)      335.74  (feet) COMP
 DR9515  MODELED GRAVITY -    979,695.5   (mgal)                       NAVD 88
 DR9515
 DR9515  VERT ORDER      -  FIRST     CLASS II
 DR9515
 DR9515.The horizontal coordinates were established by autonomous hand held GPS
 DR9515.observations and have an estimated accuracy of +/- 10 meters.
 DR9515
 DR9515.The orthometric height was determined by differential leveling and
 DR9515.adjusted by the NATIONAL GEODETIC SURVEY
 DR9515.in January 2024.
 DR9515
 DR9515.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9515.GEOID18 height accuracy estimate available here.
 DR9515
 DR9515.Click photographs - Photos may exist for this station.
 DR9515
 DR9515.The dynamic height is computed by dividing the NAVD 88
 DR9515.geopotential number by the normal gravity value computed on the
 DR9515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9515.degrees latitude (g = 980.6199 gals.).
 DR9515
 DR9515.The modeled gravity was interpolated from observed gravity values.
 DR9515
 DR9515;                    North         East    Units  Estimated Accuracy
 DR9515;SPC AR N     -    84,087.      364,491.      MT  (+/- 10 meters HH2 GPS)
 DR9515
 DR9515_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5565583265(NAD 83)
 DR9515
 DR9515                          SUPERSEDED SURVEY CONTROL
 DR9515
 DR9515.No superseded survey control is available for this station.
 DR9515
 DR9515_MARKER: DB = BENCH MARK DISK
 DR9515_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR9515_SP_SET: CATCH BASON
 DR9515_STAMPING: P 360 2023
 DR9515_MARK LOGO: ARHD
 DR9515_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR9515_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR9515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9515+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2023
 DR9515
 DR9515  HISTORY     - Date     Condition        Report By
 DR9515  HISTORY     - 20230926 MONUMENTED       ARHD
 DR9515
 DR9515                          STATION DESCRIPTION
 DR9515
 DR9515'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2023 (JDH)
 DR9515'THE MARK IS LOCATED ABOUT 7.3 MI (11.7 KM) EAST OF GLEASON, 4.9 MI
 DR9515'(7.9 KM) WEST OF HAMLET AND 3.0 MI (4.8 KM) EAST OF
 DR9515'CONWAY.OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR9515'
 DR9515'TO REACH FROM THE INTERSECTION OF US I-40 AND US HIGHWAY 64, HEAD EAST
 DR9515'ALONG HIGHWAY 64 FOR 1.9 MI (3.1 KM) TO THE STATION ON THE RIGHT, AN
 DR9515'ALUMINUM CAP SET IN THE SOUTHWEST CORNER OF A CATCH BASON.
 DR9515'
 DR9515'IT IS 33 FT (10.1 M) NORTHWEST OF A FIRE HYDRANT, 24 FT (7.3 M)
 DR9515'NORTHWEST OF A POWER POLE, 5 FT (1.5 M) SOUTH OF HIGHWAY 64 EDGE OF
 DR9515'ASPHALT AND3 FT (0.9 M) SOUTHWEST OF CENTER OF MANHOLE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DS1911 ***********************************************************************
 DS1911  DESIGNATION -  P 361
 DS1911  PID         -  DS1911
 DS1911  STATE/COUNTY-  AR/SCOTT
 DS1911  COUNTRY     -  US
 DS1911  USGS QUAD   -  WALDRON (2017)
 DS1911
 DS1911                         *CURRENT SURVEY CONTROL
 DS1911  ______________________________________________________________________
 DS1911* NAD 83(1986) POSITION- 34 55 28.1    (N) 094 05 54.3    (W)   HD_HELD2
 DS1911* NAVD 88 ORTHO HEIGHT -   204.935 (meters)      672.36  (feet) ADJUSTED
 DS1911  ______________________________________________________________________
 DS1911  GEOID HEIGHT    -        -30.680 (meters)                     GEOID18
 DS1911  DYNAMIC HEIGHT  -        204.723 (meters)      671.66  (feet) COMP
 DS1911  MODELED GRAVITY -    979,598.7   (mgal)                       NAVD 88
 DS1911
 DS1911  VERT ORDER      -  FIRST     CLASS II
 DS1911
 DS1911.The horizontal coordinates were established by autonomous hand held GPS
 DS1911.observations and have an estimated accuracy of +/- 10 meters.
 DS1911
 DS1911.The orthometric height was determined by differential leveling and
 DS1911.adjusted by the NATIONAL GEODETIC SURVEY
 DS1911.in August 2024.
 DS1911
 DS1911.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS1911.GEOID18 height accuracy estimate available here.
 DS1911
 DS1911.Click photographs - Photos may exist for this station.
 DS1911
 DS1911.The dynamic height is computed by dividing the NAVD 88
 DS1911.geopotential number by the normal gravity value computed on the
 DS1911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS1911.degrees latitude (g = 980.6199 gals.).
 DS1911
 DS1911.The modeled gravity was interpolated from observed gravity values.
 DS1911
 DS1911;                    North         East    Units  Estimated Accuracy
 DS1911;SPC AR N     -    67,625.      208,278.      MT  (+/- 10 meters HH2 GPS)
 DS1911
 DS1911_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU9967365217(NAD 83)
 DS1911
 DS1911                          SUPERSEDED SURVEY CONTROL
 DS1911
 DS1911.No superseded survey control is available for this station.
 DS1911
 DS1911_MARKER: DV = VERTICAL CONTROL DISK
 DS1911_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DS1911_SP_SET: HEADWALL
 DS1911_STAMPING: P 361 2024
 DS1911_MARK LOGO: ARHD
 DS1911_PROJECTION: FLUSH
 DS1911_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS1911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS1911+STABILITY: SURFACE MOTION
 DS1911_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DS1911+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2024
 DS1911
 DS1911  HISTORY     - Date     Condition        Report By
 DS1911  HISTORY     - 20240328 MONUMENTED       ARHD
 DS1911
 DS1911                          STATION DESCRIPTION
 DS1911
 DS1911'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (JDH)
 DS1911'THE MARK IS LOCATED ABOUT 10.4 MI (16.7 KM) NORTH-NORTHWEST OF BOLES,
 DS1911'4.8 MI (7.7 KM) EAST-SOUTHEAST OF HON AND 1.9 MI (3.1 KM)
 DS1911'NORTH-NORTHWEST OF WALDRON.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DS1911'
 DS1911'TO REACH FROM THE INTERSECTION OF HIGHWAY 71B AND HIGHWAY 80 HEAD
 DS1911'NORTH ON HIGHWAY 71B FOR 1.95 MI (3.14 KM) TO THE STATION ON THE LEFT,
 DS1911'A ALUMINUM CAP SET IN THE NORTH END OF THE WEST HEADWALL.
 DS1911'
 DS1911'IT IS 83 FT (25.3 M) SOUTH-SOUTHEAST OF POWERPOLE WITH TRANSFORMER,
 DS1911'68.2 FT (20.8 M) SOUTH OF CENTER OF A PRIVATE DRIVE LEADING TO RED
 DS1911'BRICK HOUSE AND 12.8 FT (3.9 M) WEST OF THE CENTERLINE OF HIGHWAY 71B.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DS2459 ***********************************************************************
 DS2459  DESIGNATION -  P 362
 DS2459  PID         -  DS2459
 DS2459  STATE/COUNTY-  AR/COLUMBIA
 DS2459  COUNTRY     -  US
 DS2459  USGS QUAD   -  WALDO (2017)
 DS2459
 DS2459                         *CURRENT SURVEY CONTROL
 DS2459  ______________________________________________________________________
 DS2459* NAD 83(1986) POSITION- 33 16 07.0    (N) 093 15 35.7    (W)   HD_HELD2
 DS2459* NAVD 88 ORTHO HEIGHT -    81.067 (meters)      265.97  (feet) ADJUSTED
 DS2459  ______________________________________________________________________
 DS2459  GEOID HEIGHT    -        -26.450 (meters)                     GEOID18
 DS2459  DYNAMIC HEIGHT  -         80.980 (meters)      265.68  (feet) COMP
 DS2459  MODELED GRAVITY -    979,561.6   (mgal)                       NAVD 88
 DS2459
 DS2459  VERT ORDER      -  SECOND    CLASS I
 DS2459
 DS2459.The horizontal coordinates were established by autonomous hand held GPS
 DS2459.observations and have an estimated accuracy of +/- 10 meters.
 DS2459
 DS2459.The orthometric height was determined by differential leveling and
 DS2459.adjusted by the NATIONAL GEODETIC SURVEY
 DS2459.in October 2024.
 DS2459
 DS2459.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS2459.GEOID18 height accuracy estimate available here.
 DS2459
 DS2459.Click photographs - Photos may exist for this station.
 DS2459
 DS2459.The dynamic height is computed by dividing the NAVD 88
 DS2459.geopotential number by the normal gravity value computed on the
 DS2459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS2459.degrees latitude (g = 980.6199 gals.).
 DS2459
 DS2459.The modeled gravity was interpolated from observed gravity values.
 DS2459
 DS2459;                    North         East    Units  Estimated Accuracy
 DS2459;SPC AR S     -   467,487.      282,617.      MT  (+/- 10 meters HH2 GPS)
 DS2459
 DS2459_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS7579381095(NAD 83)
 DS2459
 DS2459                          SUPERSEDED SURVEY CONTROL
 DS2459
 DS2459.No superseded survey control is available for this station.
 DS2459
 DS2459_MARKER: DB = BENCH MARK DISK
 DS2459_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DS2459+WITH SETTING: PAVEMENT
 DS2459_SP_SET: FLAG POLE BASE
 DS2459_STAMPING: P 362 2024
 DS2459_MARK LOGO: ARHD
 DS2459_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS2459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS2459+STABILITY: SURFACE MOTION
 DS2459_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DS2459+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2024
 DS2459
 DS2459  HISTORY     - Date     Condition        Report By
 DS2459  HISTORY     - 20240814 MONUMENTED       ARHD
 DS2459
 DS2459                          STATION DESCRIPTION
 DS2459
 DS2459'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (JDH)
 DS2459'THE MARK IS LOCATED ABOUT 6.8 MI (10.9 KM) NORTH-NORTHEAST OF
 DS2459'MACEDONIA, 6.1 MI (9.8 KM) SOUTH-SOUTHEAST OF WALDO AND 1.2 MI (1.9
 DS2459'KM) WEST OF MAGNOLIA.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DS2459'
 DS2459'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 371 AND STATE HIGHWAY
 DS2459'82B, HEAD WEST ALONG HIGHWAY 371 FOR 1.00 MI (1.61 KM) TO THE ARDOT
 DS2459'MAINTENANCE SHOP.  TURN LEFT AND GO SOUTH THROUGH ARDOT LOT FOR 0.01
 DS2459'MI (0.02 KM) TO THE STATION ON THE LEFT, AN ALUMINUM CAP SET IN THE
 DS2459'BASE OF A FLAGPOLE.
 DS2459'
 DS2459'IT IS 74 FT (22.6 M) SOUTH OF THE SOUTH EDGE OF HIGHWAY 371 ASPHALT,
 DS2459'17 FT (5.2 M) SOUTHWEST OF THE NORTHWEST CORNER OF THE ARDOT
 DS2459'MAINTENANCE SHOP AND 1 FT (0.3 M) EAST OF A FLAG POLE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DS3541 ***********************************************************************
 DS3541  DESIGNATION -  P 363
 DS3541  PID         -  DS3541
 DS3541  STATE/COUNTY-  AR/MILLER
 DS3541  COUNTRY     -  US
 DS3541  USGS QUAD   -  TEXARKANA (2019)
 DS3541
 DS3541                         *CURRENT SURVEY CONTROL
 DS3541  ______________________________________________________________________
 DS3541* NAD 83(1986) POSITION- 33 24 31.8    (N) 094 00 47.0    (W)   HD_HELD2
 DS3541* NAVD 88 ORTHO HEIGHT -   114.070 (meters)      374.24  (feet) ADJUSTED
 DS3541  ______________________________________________________________________
 DS3541  GEOID HEIGHT    -        -26.889 (meters)                     GEOID18
 DS3541  DYNAMIC HEIGHT  -        113.948 (meters)      373.84  (feet) COMP
 DS3541  MODELED GRAVITY -    979,570.5   (mgal)                       NAVD 88
 DS3541
 DS3541  VERT ORDER      -  FIRST     CLASS II
 DS3541
 DS3541.The horizontal coordinates were established by autonomous hand held GPS
 DS3541.observations and have an estimated accuracy of +/- 10 meters.
 DS3541
 DS3541.The orthometric height was determined by differential leveling and
 DS3541.adjusted by the NATIONAL GEODETIC SURVEY
 DS3541.in January 2026.
 DS3541
 DS3541.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3541.GEOID18 height accuracy estimate available here.
 DS3541
 DS3541.Click photographs - Photos may exist for this station.
 DS3541
 DS3541.The dynamic height is computed by dividing the NAVD 88
 DS3541.geopotential number by the normal gravity value computed on the
 DS3541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS3541.degrees latitude (g = 980.6199 gals.).
 DS3541
 DS3541.The modeled gravity was interpolated from observed gravity values.
 DS3541
 DS3541;                    North         East    Units  Estimated Accuracy
 DS3541;SPC AR S     -   484,157.      212,762.      MT  (+/- 10 meters HH2 GPS)
 DS3541
 DS3541_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS0580197070(NAD 83)
 DS3541
 DS3541                          SUPERSEDED SURVEY CONTROL
 DS3541
 DS3541.No superseded survey control is available for this station.
 DS3541
 DS3541_MARKER: DB = BENCH MARK DISK
 DS3541_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DS3541+WITH SETTING: PAVEMENT
 DS3541_SP_SET: TELEPHONE BOX BASE
 DS3541_STAMPING: P 363 2025
 DS3541_MARK LOGO: ARHD
 DS3541_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS3541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS3541+STABILITY: SURFACE MOTION
 DS3541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3541+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2025
 DS3541
 DS3541  HISTORY     - Date     Condition        Report By
 DS3541  HISTORY     - 20250519 MONUMENTED       ARHD
 DS3541
 DS3541                          STATION DESCRIPTION
 DS3541
 DS3541'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2025 (JDH)
 DS3541'THE MARK IS LOCATED ABOUT 11.8 MI (19.0 KM) SOUTHWEST OF HOMAN, 5.8 MI
 DS3541'(9.3 KM) SOUTH-SOUTHWEST OF MANDEVILLE AND 2.7 MI (4.3 KM)
 DS3541'SOUTH-SOUTHEAST OF TEXARKANA.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DS3541'
 DS3541'TO REACH FROM THE INTERSECTION OF US I-49 AND US HIGHWAY 71, HEAD WEST
 DS3541'ALONG HIGHWAY 71 FOR 0.11 MI (0.18 KM) TO CITY STREET COUNTRY CLUB
 DS3541'ROAD.  TURN RIGHT AND HEAD NORTH ALONG COUNTRY CLUB ROAD FOR 1.0 MI
 DS3541'(1.6 KM) TO THE STATION ON THE RIGHT, AN ALUMINUM CAP SET IN THE NORTH
 DS3541'CENTER OF CONCRETE BASE OF A TELEPHONE BOX.
 DS3541'
 DS3541'IT IS 43 FT (13.1 M) SOUTH OF FOREST AVENUE CENTERLINE, 23 FT (7.0 M)
 DS3541'EAST OF COUNTRY CLUB LANE CENTERLINE AND 6 FT (1.8 M) SOUTH OF A
 DS3541'COMBINATION POLE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DS3756 ***********************************************************************
 DS3756  DESIGNATION -  P 364
 DS3756  PID         -  DS3756
 DS3756  STATE/COUNTY-  AR/MADISON
 DS3756  COUNTRY     -  US
 DS3756  USGS QUAD   -  FORUM (2017)
 DS3756
 DS3756                         *CURRENT SURVEY CONTROL
 DS3756  ______________________________________________________________________
 DS3756* NAD 83(1986) POSITION- 36 08 28.1    (N) 093 44 08.6    (W)   HD_HELD2
 DS3756* NAVD 88 ORTHO HEIGHT -   398.760 (meters)     1308.27  (feet) ADJUSTED
 DS3756  ______________________________________________________________________
 DS3756  GEOID HEIGHT    -        -28.028 (meters)                     GEOID18
 DS3756  DYNAMIC HEIGHT  -        398.399 (meters)     1307.08  (feet) COMP
 DS3756  MODELED GRAVITY -    979,714.9   (mgal)                       NAVD 88
 DS3756
 DS3756  VERT ORDER      -  SECOND    CLASS I
 DS3756
 DS3756.The horizontal coordinates were established by autonomous hand held GPS
 DS3756.observations and have an estimated accuracy of +/- 10 meters.
 DS3756
 DS3756.The orthometric height was determined by differential leveling and
 DS3756.adjusted by the NATIONAL GEODETIC SURVEY
 DS3756.in January 2026.
 DS3756
 DS3756.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3756.GEOID18 height accuracy estimate available here.
 DS3756
 DS3756.Click photographs - Photos may exist for this station.
 DS3756
 DS3756.The dynamic height is computed by dividing the NAVD 88
 DS3756.geopotential number by the normal gravity value computed on the
 DS3756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS3756.degrees latitude (g = 980.6199 gals.).
 DS3756
 DS3756.The modeled gravity was interpolated from observed gravity values.
 DS3756
 DS3756;                    North         East    Units  Estimated Accuracy
 DS3756;SPC AR N     -   201,943.      243,791.      MT  (+/- 10 meters HH2 GPS)
 DS3756
 DS3756_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV3380899853(NAD 83)
 DS3756
 DS3756                          SUPERSEDED SURVEY CONTROL
 DS3756
 DS3756.No superseded survey control is available for this station.
 DS3756
 DS3756_MARKER: DB = BENCH MARK DISK
 DS3756_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DS3756_SP_SET: HEADWALL
 DS3756_STAMPING: P 364 2025
 DS3756_MARK LOGO: ARHD
 DS3756_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS3756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS3756+STABILITY: SURFACE MOTION
 DS3756_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DS3756+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2025
 DS3756
 DS3756  HISTORY     - Date     Condition        Report By
 DS3756  HISTORY     - 20250806 MONUMENTED       ARHD
 DS3756
 DS3756                          STATION DESCRIPTION
 DS3756
 DS3756'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2025 (JDH)
 DS3756'THE MARK IS LOCATED ABOUT 4.0 MI (6.4 KM) EAST-NORTHEAST OF HARTWELL,
 DS3756'3.8 MI (6.1 KM) NORTH OF HUNTSVILLE AND 3.0 MI (4.8 KM)
 DS3756'SOUTH-SOUTHWEST OF FORUM.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DS3756'
 DS3756'TO REACH FROM THE INTERSECTION OF US HIGHWAY 412 AND STATE HIGHWAY 23,
 DS3756'HEAD NORTH ALONG HIGHWAY 23 FOR 1.40 MI (2.25 KM) TO THE STATION ON
 DS3756'THE LEFT, AN ALUMINUM CAP SET IN THE CENTER OF THE WEST HEADWALL.
 DS3756'
 DS3756'IT IS 129 FT (39.3 M) SOUTHEAST OF ASPHALT DRIVE AND 27 FT (8.2 M)
 DS3756'SOUTHWEST OF HIGHWAY 23 CENTERLINE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0132 ***********************************************************************
 GF0132  DESIGNATION -  P 37
 GF0132  PID         -  GF0132
 GF0132  STATE/COUNTY-  AR/MARION
 GF0132  COUNTRY     -  US
 GF0132  USGS QUAD   -  COTTER SW (2017)
 GF0132
 GF0132                         *CURRENT SURVEY CONTROL
 GF0132  ______________________________________________________________________
 GF0132* NAD 83(1986) POSITION- 36 15 08.     (N) 092 41 26.     (W)   SCALED
 GF0132* NAVD 88 ORTHO HEIGHT -   266.159 (meters)      873.22  (feet) ADJUSTED
 GF0132  ______________________________________________________________________
 GF0132  GEOID HEIGHT    -        -28.437 (meters)                     GEOID18
 GF0132  DYNAMIC HEIGHT  -        265.927 (meters)      872.46  (feet) COMP
 GF0132  MODELED GRAVITY -    979,753.6   (mgal)                       NAVD 88
 GF0132
 GF0132  VERT ORDER      -  SECOND    CLASS 0
 GF0132
 GF0132.The horizontal coordinates were scaled from a map and have
 GF0132.an estimated accuracy of +/- 6 seconds.
 GF0132
 GF0132.The orthometric height was determined by differential leveling and
 GF0132.adjusted by the NATIONAL GEODETIC SURVEY
 GF0132.in June 1991.
 GF0132
 GF0132.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0132.GEOID18 height accuracy estimate available here.
 GF0132
 GF0132.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA278119(NAD 83)
 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
 GF0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0132.See file dsdata.pdf to determine how the superseded data were derived.
 GF0132
 GF0132_MARKER: DB = BENCH MARK DISK
 GF0132_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GF0132_SP_SET: OVERPASS
 GF0132_STAMPING: P 37 1934
 GF0132_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0069 ***********************************************************************
 GF0069  DESIGNATION -  P 39
 GF0069  PID         -  GF0069
 GF0069  STATE/COUNTY-  AR/IZARD
 GF0069  COUNTRY     -  US
 GF0069  USGS QUAD   -  BOSWELL (2017)
 GF0069
 GF0069                         *CURRENT SURVEY CONTROL
 GF0069  ______________________________________________________________________
 GF0069* NAD 83(1986) POSITION- 36 04 16.     (N) 092 06 48.     (W)   SCALED
 GF0069* NAVD 88 ORTHO HEIGHT -   110.634 (meters)      362.97  (feet) ADJUSTED
 GF0069  ______________________________________________________________________
 GF0069  GEOID HEIGHT    -        -28.001 (meters)                     GEOID18
 GF0069  DYNAMIC HEIGHT  -        110.541 (meters)      362.67  (feet) COMP
 GF0069  MODELED GRAVITY -    979,786.0   (mgal)                       NAVD 88
 GF0069
 GF0069  VERT ORDER      -  SECOND    CLASS 0
 GF0069
 GF0069.The horizontal coordinates were scaled from a map and have
 GF0069.an estimated accuracy of +/- 6 seconds.
 GF0069
 GF0069.The orthometric height was determined by differential leveling and
 GF0069.adjusted by the NATIONAL GEODETIC SURVEY
 GF0069.in June 1991.
 GF0069
 GF0069.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0069.GEOID18 height accuracy estimate available here.
 GF0069
 GF0069.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV798921(NAD 83)
 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
 GF0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0069.See file dsdata.pdf to determine how the superseded data were derived.
 GF0069
 GF0069_MARKER: DB = BENCH MARK DISK
 GF0069_SETTING: 66 = SET IN ROCK OUTCROP
 GF0069_STAMPING: P 39 1934
 GF0069_MARK LOGO: CGS
 GF0069_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GF0069+STABILITY: POSITION/ELEVATION WELL
 GF0069_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GF0069+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2016
 GF0069
 GF0069  HISTORY     - Date     Condition        Report By
 GF0069  HISTORY     - 1934     MONUMENTED       CGS
 GF0069  HISTORY     - 20141103 GOOD             CONSOL
 GF0069  HISTORY     - 20150420 GOOD             ARHD
 GF0069  HISTORY     - 20160811 GOOD             ARHD
 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.
 GF0069
 GF0069                          STATION RECOVERY (2014)
 GF0069
 GF0069'RECOVERY NOTE BY CONSOLIDATED LAND SERVICE 2014 (DB)
 GF0069'RECOVERED IN GOOD CONDITION.
 GF0069
 GF0069                          STATION RECOVERY (2015)
 GF0069
 GF0069'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 GF0069'RECOVERED IN GOOD CONDITION.
 GF0069
 GF0069                          STATION RECOVERY (2016)
 GF0069
 GF0069'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (VJB)
 GF0069'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DE9694 ***********************************************************************
 DE9694  DESIGNATION -  P 3D 4D 88
 DE9694  PID         -  DE9694
 DE9694  STATE/COUNTY-  AR/CRITTENDEN
 DE9694  COUNTRY     -  US
 DE9694  USGS QUAD   -  WEST MEMPHIS (2017)
 DE9694
 DE9694                         *CURRENT SURVEY CONTROL
 DE9694  ______________________________________________________________________
 DE9694* NAD 83(2011) POSITION- 35 08 12.46870(N) 090 09 19.18734(W)   ADJUSTED
 DE9694* NAD 83(2011) ELLIP HT-    45.024 (meters)        (06/27/12)   ADJUSTED
 DE9694* NAD 83(2011) EPOCH   -  2010.00
 DE9694* NAVD 88 ORTHO HEIGHT -    72.278 (meters)      237.13  (feet) ADJUSTED
 DE9694  ______________________________________________________________________
 DE9694  GEOID HEIGHT    -        -27.315 (meters)                     GEOID18
 DE9694  NAD 83(2011) X  -    -14,156.218 (meters)                     COMP
 DE9694  NAD 83(2011) Y  - -5,221,724.759 (meters)                     COMP
 DE9694  NAD 83(2011) Z  -  3,650,314.274 (meters)                     COMP
 DE9694  LAPLACE CORR    -         -0.59  (seconds)                    DEFLEC18
 DE9694  DYNAMIC HEIGHT  -         72.213 (meters)      236.92  (feet) COMP
 DE9694  MODELED GRAVITY -    979,731.4   (mgal)                       NAVD 88
 DE9694
 DE9694  VERT ORDER      -  SECOND    CLASS I
 DE9694
 DE9694  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE9694  Standards:
 DE9694         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE9694            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE9694  -------------------------------------------------------------------
 DE9694  NETWORK    0.66   1.10           0.29   0.25   0.56      0.08501592
 DE9694  -------------------------------------------------------------------
 DE9694  Click here for local accuracies and other accuracy information.
 DE9694
 DE9694.The horizontal coordinates were established by GPS observations
 DE9694.and adjusted by the National Geodetic Survey in June 2012.
 DE9694
 DE9694.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE9694.been affixed to the stable North American tectonic plate. See 
 DE9694.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE9694
 DE9694.The horizontal coordinates are valid at the epoch date displayed above
 DE9694.which is a decimal equivalence of Year/Month/Day.
 DE9694
 DE9694.The orthometric height was determined by differential leveling and
 DE9694.adjusted by the NATIONAL GEODETIC SURVEY
 DE9694.in January 2022.
 DE9694
 DE9694.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9694.GEOID18 height accuracy estimate available here.
 DE9694
 DE9694.Click photographs - Photos may exist for this station.
 DE9694
 DE9694.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9694
 DE9694.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE9694
 DE9694.The ellipsoidal height was determined by GPS observations
 DE9694.and is referenced to NAD 83.
 DE9694
 DE9694.The dynamic height is computed by dividing the NAVD 88
 DE9694.geopotential number by the normal gravity value computed on the
 DE9694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9694.degrees latitude (g = 980.6199 gals.).
 DE9694
 DE9694.The modeled gravity was interpolated from observed gravity values.
 DE9694
 DE9694. The following values were computed from the NAD 83(2011) position.
 DE9694
 DE9694;                    North         East     Units Scale Factor Converg.
 DE9694;SPC AR N     -    90,712.230   568,100.318   MT  0.99996623   +1 04 24.3
 DE9694;SPC AR N     -   297,611.71  1,863,842.46   sFT  0.99996623   +1 04 24.3
 DE9694;UTM  15      - 3,891,918.306   759,184.344   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU5918491918(NAD 83)
 DE9694
 DE9694                          SUPERSEDED SURVEY CONTROL
 DE9694
 DE9694  NAD 83(2007)-  35 08 12.46872(N)    090 09 19.18835(W) AD(2002.00) 0
 DE9694  ELLIP H (02/10/07)   45.046  (m)                       GP(2002.00)    
 DE9694  NAD 83(1997)-  35 08 12.46871(N)    090 09 19.18826(W) AD(       ) 1
 DE9694  ELLIP H (01/24/03)   45.032  (m)                       GP(       ) 2 2
 DE9694  NAVD 88 (03/22/05)   72.32   (m)  GEOID03  model used  GPS OBS        
 DE9694  NAVD 88 (01/25/03)   72.32   (m)  UNKNOWN  model used  GPS OBS        
 DE9694  NAVD 88 (01/24/03)   72.32   (m)  GEOID99  model used  GPS OBS        
 DE9694
 DE9694.Superseded values are not recommended for survey control.
 DE9694
 DE9694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9694.See file dsdata.pdf to determine how the superseded data were derived.
 DE9694
 DE9694_MARKER: DD = SURVEY DISK
 DE9694_SETTING: 2 = IMBEDDED OR DRIVEN IN THE GROUND
 DE9694_STAMPING: P.3D.4D.88
 DE9694_MARK LOGO: USACE
 DE9694_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE9694_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE9694_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9694+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2021
 DE9694
 DE9694  HISTORY     - Date     Condition        Report By
 DE9694  HISTORY     - 1988     MONUMENTED       USACE
 DE9694  HISTORY     - 20011014 GOOD             3001
 DE9694  HISTORY     - 20210805 GOOD             ARHD
 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 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 WEST ON BROADWAY AVE FOR 0.8 MILES TO ITS
 DE9694'INTERSECTION WITH DR MARTIN LUTHER KING DR.  TURN LEFT AND PROCEED
 DE9694'ALONG DR MARTIN LUTHER KING DR FOR 1.0 MILE TO ITS CROSSING WITH THE
 DE9694'LEVEE.  TURN RIGHT AND PROCEED ALONG TOP OF LEVEE FOR 0.3 MILES AND
 DE9694'THE MARK IS ON THE LEFT.
 DE9694'
 DE9694'THE STATION IS LOCATED 11 FEET SOUTH OF CENTERLINE OF LEVEE ON THE
 DE9694'CROWN OF LEVEE, 167 FEET WEST-SOUTHWEST OF A RAILROAD POST MARKED X.
 DE9694'STATION IS A MEMPHIS DISTRICT COE TYPE A CAP, STAMPED P-3D-4D-88 ON
 DE9694'CAP AND ACCESS COVER.  ACCESS COVER IS FLUSH WITH GROUND.  CAP IS
 DE9694'RECESSED 0.7 FEET.  SET BETWEEN TWO CARSONITE WITNESS POSTS.
 DE9694
 DE9694                          STATION RECOVERY (2021)
 DE9694
 DE9694'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2021 (JDH)
 DE9694'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF0123 ***********************************************************************
 FF0123  DESIGNATION -  P 4
 FF0123  PID         -  FF0123
 FF0123  STATE/COUNTY-  AR/CRITTENDEN
 FF0123  COUNTRY     -  US
 FF0123  USGS QUAD   -  TYRONZA (2017)
 FF0123
 FF0123                         *CURRENT SURVEY CONTROL
 FF0123  ______________________________________________________________________
 FF0123* NAD 83(1986) POSITION- 35 24 58.     (N) 090 17 01.     (W)   SCALED
 FF0123* NAVD 88 ORTHO HEIGHT -    68.259 (meters)      223.95  (feet) ADJUSTED
 FF0123  ______________________________________________________________________
 FF0123  GEOID HEIGHT    -        -27.563 (meters)                     GEOID18
 FF0123  DYNAMIC HEIGHT  -         68.199 (meters)      223.75  (feet) COMP
 FF0123  MODELED GRAVITY -    979,751.0   (mgal)                       NAVD 88
 FF0123
 FF0123  VERT ORDER      -  FIRST     CLASS II
 FF0123
 FF0123.The horizontal coordinates were scaled from a map and have
 FF0123.an estimated accuracy of +/- 6 seconds.
 FF0123
 FF0123.The orthometric height was determined by differential leveling and
 FF0123.adjusted by the NATIONAL GEODETIC SURVEY
 FF0123.in June 1991.
 FF0123
 FF0123.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0123.GEOID18 height accuracy estimate available here.
 FF0123
 FF0123.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV466225(NAD 83)
 FF0123
 FF0123                          SUPERSEDED SURVEY CONTROL
 FF0123
 FF0123  NGVD 29 (11/26/84)   68.200  (m)          223.75   (f) ADJUSTED    1 2
 FF0123
 FF0123.Superseded values are not recommended for survey control.
 FF0123
 FF0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0123.See file dsdata.pdf to determine how the superseded data were derived.
 FF0123
 FF0123_MARKER: DB = BENCH MARK DISK
 FF0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0123_STAMPING: 223.753 P 4 1928
 FF0123_MARK LOGO: CGS
 FF0123_PROJECTION: PROJECTING 10 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0610 ***********************************************************************
 GE0610  DESIGNATION -  P 40 RESET
 GE0610  PID         -  GE0610
 GE0610  STATE/COUNTY-  AR/SHARP
 GE0610  COUNTRY     -  US
 GE0610  USGS QUAD   -  STUART (2017)
 GE0610
 GE0610                         *CURRENT SURVEY CONTROL
 GE0610  ______________________________________________________________________
 GE0610* NAD 83(1986) POSITION- 36 15 49.87   (N) 091 31 07.74   (W)   HD_HELD1
 GE0610* NAVD 88 ORTHO HEIGHT -   220.684 (meters)      724.03  (feet) ADJUSTED
 GE0610  ______________________________________________________________________
 GE0610  GEOID HEIGHT    -        -28.319 (meters)                     GEOID18
 GE0610  DYNAMIC HEIGHT  -        220.498 (meters)      723.42  (feet) COMP
 GE0610  MODELED GRAVITY -    979,782.1   (mgal)                       NAVD 88
 GE0610
 GE0610  VERT ORDER      -  SECOND    CLASS 0
 GE0610
 GE0610.The horizontal coordinates were determined by differentially corrected
 GE0610.hand held GPS observations or other comparable positioning techniques
 GE0610.and have an estimated accuracy of +/- 3 meters.
 GE0610
 GE0610.The orthometric height was determined by differential leveling and
 GE0610.adjusted by the NATIONAL GEODETIC SURVEY
 GE0610.in June 1991.
 GE0610
 GE0610.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0610.GEOID18 height accuracy estimate available here.
 GE0610
 GE0610.Click photographs - Photos may exist for this station.
 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     -   214,288.2     443,240.4     MT  (+/- 3 meters HH1 GPS) 
 GE0610
 GE0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA3305314231(NAD 83)
 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
 GE0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0610.See file dsdata.pdf to determine how the superseded data were derived.
 GE0610
 GE0610_MARKER: DB = BENCH MARK DISK
 GE0610_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GE0610_SP_SET: CULVERT HEADWALL
 GE0610_STAMPING: P 40 RESET 1954
 GE0610_MARK LOGO: CGS
 GE0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0610+STABILITY: SURFACE MOTION
 GE0610
 GE0610  HISTORY     - Date     Condition        Report By
 GE0610  HISTORY     - 1954     MONUMENTED       CGS
 GE0610  HISTORY     - 1955     GOOD             CGS
 GE0610  HISTORY     - 20031216 MARK NOT FOUND   ARHD
 GE0610
 GE0610                          STATION DESCRIPTION
 GE0610
 GE0610'DESCRIBED BY COAST AND 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 DEPARTMENT OF TRANSPORTATION 2003 (DFC)
 GE0610'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GE0302 ***********************************************************************
 GE0302  DESIGNATION -  P 41
 GE0302  PID         -  GE0302
 GE0302  STATE/COUNTY-  AR/RANDOLPH
 GE0302  COUNTRY     -  US
 GE0302  USGS QUAD   -  MAYNARD (2017)
 GE0302
 GE0302                         *CURRENT SURVEY CONTROL
 GE0302  ______________________________________________________________________
 GE0302* NAD 83(1986) POSITION- 36 25 00.     (N) 090 53 50.     (W)   SCALED
 GE0302* NAVD 88 ORTHO HEIGHT -   118.305 (meters)      388.14  (feet) ADJUSTED
 GE0302  ______________________________________________________________________
 GE0302  GEOID HEIGHT    -        -28.639 (meters)                     GEOID18
 GE0302  DYNAMIC HEIGHT  -        118.209 (meters)      387.82  (feet) COMP
 GE0302  MODELED GRAVITY -    979,818.3   (mgal)                       NAVD 88
 GE0302
 GE0302  VERT ORDER      -  SECOND    CLASS 0
 GE0302
 GE0302.The horizontal coordinates were scaled from a map and have
 GE0302.an estimated accuracy of +/- 6 seconds.
 GE0302
 GE0302.The orthometric height was determined by differential leveling and
 GE0302.adjusted by the NATIONAL GEODETIC SURVEY
 GE0302.in June 1991.
 GE0302
 GE0302.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0302.GEOID18 height accuracy estimate available here.
 GE0302
 GE0302.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA885322(NAD 83)
 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
 GE0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0302.See file dsdata.pdf to determine how the superseded data were derived.
 GE0302
 GE0302_MARKER: DB = BENCH MARK DISK
 GE0302_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GE0302_STAMPING: P 41 1934
 GE0302_MARK LOGO: CGS
 GE0302_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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, 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 = MARCH 20, 2026 22:17:28 EDT
 FF1559 ***********************************************************************
 FF1559  DESIGNATION -  P 42
 FF1559  PID         -  FF1559
 FF1559  STATE/COUNTY-  AR/INDEPENDENCE
 FF1559  COUNTRY     -  US
 FF1559  USGS QUAD   -  JAMESTOWN (2017)
 FF1559
 FF1559                         *CURRENT SURVEY CONTROL
 FF1559  ______________________________________________________________________
 FF1559* NAD 83(1986) POSITION- 35 43 10.     (N) 091 44 29.     (W)   SCALED
 FF1559* NAVD 88 ORTHO HEIGHT -    97.630 (meters)      320.31  (feet) ADJUSTED
 FF1559  ______________________________________________________________________
 FF1559  GEOID HEIGHT    -        -27.485 (meters)                     GEOID18
 FF1559  DYNAMIC HEIGHT  -         97.546 (meters)      320.03  (feet) COMP
 FF1559  MODELED GRAVITY -    979,770.4   (mgal)                       NAVD 88
 FF1559
 FF1559  VERT ORDER      -  SECOND    CLASS 0
 FF1559
 FF1559.The horizontal coordinates were scaled from a map and have
 FF1559.an estimated accuracy of +/- 6 seconds.
 FF1559
 FF1559.The orthometric height was determined by differential leveling and
 FF1559.adjusted by the NATIONAL GEODETIC SURVEY
 FF1559.in June 1991.
 FF1559
 FF1559.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1559.GEOID18 height accuracy estimate available here.
 FF1559
 FF1559.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV138535(NAD 83)
 FF1559
 FF1559                          SUPERSEDED SURVEY CONTROL
 FF1559
 FF1559  NGVD 29 (11/26/84)   97.556  (m)          320.07   (f) ADJUSTED    2 0
 FF1559
 FF1559.Superseded values are not recommended for survey control.
 FF1559
 FF1559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1559.See file dsdata.pdf to determine how the superseded data were derived.
 FF1559
 FF1559_MARKER: DB = BENCH MARK DISK
 FF1559_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF1559_STAMPING: P 42 1935
 FF1559_MARK LOGO: CGS
 FF1559_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FF1559
 FF1559  HISTORY     - Date     Condition        Report By
 FF1559  HISTORY     - 1935     MONUMENTED       CGS
 FF1559  HISTORY     - 1949     GOOD             CGS
 FF1559  HISTORY     - 20141016 MARK NOT FOUND   ARHD
 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.
 FF1559
 FF1559                          STATION RECOVERY (2014)
 FF1559
 FF1559'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (BAB)
 FF1559'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1560 ***********************************************************************
 FF1560  DESIGNATION -  P 42 RESET
 FF1560  PID         -  FF1560
 FF1560  STATE/COUNTY-  AR/INDEPENDENCE
 FF1560  COUNTRY     -  US
 FF1560  USGS QUAD   -  JAMESTOWN (2017)
 FF1560
 FF1560                         *CURRENT SURVEY CONTROL
 FF1560  ______________________________________________________________________
 FF1560* NAD 83(1986) POSITION- 35 43 10.     (N) 091 44 29.     (W)   SCALED
 FF1560* NAVD 88 ORTHO HEIGHT -    96.88  (meters)      317.8   (feet) RESET
 FF1560  ______________________________________________________________________
 FF1560  GEOID HEIGHT    -        -27.485 (meters)                     GEOID18
 FF1560  VERT ORDER      -  THIRD
 FF1560
 FF1560.The horizontal coordinates were scaled from a map and have
 FF1560.an estimated accuracy of +/- 6 seconds.
 FF1560
 FF1560.The orthometric height was computed from unverified reset data.
 FF1560
 FF1560.No vertical observational check was made to the station.
 FF1560
 FF1560.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1560.GEOID18 height accuracy estimate available here.
 FF1560
 FF1560.Click photographs - Photos may exist for this station.
 FF1560
 FF1560;                    North         East    Units  Estimated Accuracy
 FF1560;SPC AR N     -   153,810.      423,400.      MT  (+/- 180 meters Scaled)
 FF1560
 FF1560_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV138535(NAD 83)
 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
 FF1560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1560.See file dsdata.pdf to determine how the superseded data were derived.
 FF1560
 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_MARK LOGO: CGS
 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  HISTORY     - 20111109 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 DEPARTMENT OF TRANSPORTATION 2006 (VJB)
 FF1560'BRIDGE HAS BEEN REPLACED.
 FF1560
 FF1560                          STATION RECOVERY (2011)
 FF1560
 FF1560'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (KWS)
 FF1560'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1128 ***********************************************************************
 FF1128  DESIGNATION -  P 43
 FF1128  PID         -  FF1128
 FF1128  STATE/COUNTY-  AR/INDEPENDENCE
 FF1128  COUNTRY     -  US
 FF1128  USGS QUAD   -  NEWARK (2017)
 FF1128
 FF1128                         *CURRENT SURVEY CONTROL
 FF1128  ______________________________________________________________________
 FF1128* NAD 83(1986) POSITION- 35 43 11.92   (N) 091 29 29.19   (W)   HD_HELD1
 FF1128* NAVD 88 ORTHO HEIGHT -    86.821 (meters)      284.85  (feet) ADJUSTED
 FF1128  ______________________________________________________________________
 FF1128  GEOID HEIGHT    -        -27.553 (meters)                     GEOID18
 FF1128  DYNAMIC HEIGHT  -         86.746 (meters)      284.60  (feet) COMP
 FF1128  MODELED GRAVITY -    979,777.2   (mgal)                       NAVD 88
 FF1128
 FF1128  VERT ORDER      -  SECOND    CLASS 0
 FF1128
 FF1128.The horizontal coordinates were determined by differentially corrected
 FF1128.hand held GPS observations or other comparable positioning techniques
 FF1128.and have an estimated accuracy of +/- 3 meters.
 FF1128
 FF1128.The orthometric height was determined by differential leveling and
 FF1128.adjusted by the NATIONAL GEODETIC SURVEY
 FF1128.in June 1991.
 FF1128
 FF1128.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1128.GEOID18 height accuracy estimate available here.
 FF1128
 FF1128.Click photographs - Photos may exist for this station.
 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     -   153,955.8     446,012.0     MT  (+/- 3 meters HH1 GPS) 
 FF1128
 FF1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV3644653939(NAD 83)
 FF1128
 FF1128                          SUPERSEDED SURVEY CONTROL
 FF1128
 FF1128  NGVD 29 (11/26/84)   86.746  (m)          284.60   (f) ADJUSTED    2 0
 FF1128
 FF1128.Superseded values are not recommended for survey control.
 FF1128
 FF1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1128.See file dsdata.pdf to determine how the superseded data were derived.
 FF1128
 FF1128_MARKER: DB = BENCH MARK DISK
 FF1128_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF1128_STAMPING: P 43 1935
 FF1128_MARK LOGO: CGS
 FF1128_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0494 ***********************************************************************
 GE0494  DESIGNATION -  P 44
 GE0494  PID         -  GE0494
 GE0494  STATE/COUNTY-  AR/LAWRENCE
 GE0494  COUNTRY     -  US
 GE0494  USGS QUAD   -  EATON (2017)
 GE0494
 GE0494                         *CURRENT SURVEY CONTROL
 GE0494  ______________________________________________________________________
 GE0494* NAD 83(1986) POSITION- 36 03 52.     (N) 091 08 05.     (W)   SCALED
 GE0494* NAVD 88 ORTHO HEIGHT -    89.651 (meters)      294.13  (feet) ADJUSTED
 GE0494  ______________________________________________________________________
 GE0494  GEOID HEIGHT    -        -28.141 (meters)                     GEOID18
 GE0494  DYNAMIC HEIGHT  -         89.576 (meters)      293.88  (feet) COMP
 GE0494  MODELED GRAVITY -    979,800.5   (mgal)                       NAVD 88
 GE0494
 GE0494  VERT ORDER      -  SECOND    CLASS 0
 GE0494
 GE0494.The horizontal coordinates were scaled from a map and have
 GE0494.an estimated accuracy of +/- 6 seconds.
 GE0494
 GE0494.The orthometric height was determined by differential leveling and
 GE0494.adjusted by the NATIONAL GEODETIC SURVEY
 GE0494.in June 1991.
 GE0494
 GE0494.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0494.GEOID18 height accuracy estimate available here.
 GE0494
 GE0494.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV679927(NAD 83)
 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
 GE0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0494.See file dsdata.pdf to determine how the superseded data were derived.
 GE0494
 GE0494_MARKER: DB = BENCH MARK DISK
 GE0494_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GE0494_STAMPING: P 44 1935 293.835
 GE0494_MARK LOGO: CGS
 GE0494_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0494
 GE0494  HISTORY     - Date     Condition        Report By
 GE0494  HISTORY     - 1935     MONUMENTED       CGS
 GE0494  HISTORY     - 1949     GOOD             CGS
 GE0494
 GE0494                          STATION DESCRIPTION
 GE0494
 GE0494'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FH0226 ***********************************************************************
 FH0226  DESIGNATION -  P 45
 FH0226  PID         -  FH0226
 FH0226  STATE/COUNTY-  AR/SCOTT
 FH0226  COUNTRY     -  US
 FH0226  USGS QUAD   -  ABBOTT (2017)
 FH0226
 FH0226                         *CURRENT SURVEY CONTROL
 FH0226  ______________________________________________________________________
 FH0226* NAD 83(1986) POSITION- 35 04 31.     (N) 094 11 38.     (W)   SCALED
 FH0226* NAVD 88 ORTHO HEIGHT -   193.178 (meters)      633.78  (feet) ADJUSTED
 FH0226  ______________________________________________________________________
 FH0226  GEOID HEIGHT    -        -30.687 (meters)                     GEOID18
 FH0226  DYNAMIC HEIGHT  -        192.984 (meters)      633.15  (feet) COMP
 FH0226  MODELED GRAVITY -    979,626.4   (mgal)                       NAVD 88
 FH0226
 FH0226  VERT ORDER      -  FIRST     CLASS II
 FH0226
 FH0226.The horizontal coordinates were scaled from a map and have
 FH0226.an estimated accuracy of +/- 6 seconds.
 FH0226
 FH0226.The orthometric height was determined by differential leveling and
 FH0226.adjusted by the NATIONAL GEODETIC SURVEY
 FH0226.in June 1991.
 FH0226
 FH0226.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0226.GEOID18 height accuracy estimate available here.
 FH0226
 FH0226.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU911820(NAD 83)
 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
 FH0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0226.See file dsdata.pdf to determine how the superseded data were derived.
 FH0226
 FH0226_MARKER: DB = BENCH MARK DISK
 FH0226_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FH0226_STAMPING: P 45 1934
 FH0226_MARK LOGO: CGS
 FH0226_PROJECTION: PROJECTING 10 CENTIMETERS
 FH0226_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FH0226
 FH0226  HISTORY     - Date     Condition        Report By
 FH0226  HISTORY     - 1934     MONUMENTED       CGS
 FH0226  HISTORY     - 1959     GOOD             CGS
 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  HISTORY     - 20110315 MARK NOT FOUND   ARHD
 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 COAST AND 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.
 FH0226
 FH0226                          STATION RECOVERY (2011)
 FH0226
 FH0226'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011
 FH0226'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1285 ***********************************************************************
 FG1285  DESIGNATION -  P 46
 FG1285  PID         -  FG1285
 FG1285  STATE/COUNTY-  AR/YELL
 FG1285  COUNTRY     -  US
 FG1285  USGS QUAD   -  HAVANA (2017)
 FG1285
 FG1285                         *CURRENT SURVEY CONTROL
 FG1285  ______________________________________________________________________
 FG1285* NAD 83(1986) POSITION- 35 07 08.     (N) 093 33 02.     (W)   SCALED
 FG1285* NAVD 88 ORTHO HEIGHT -   116.172 (meters)      381.14  (feet) ADJUSTED
 FG1285  ______________________________________________________________________
 FG1285  GEOID HEIGHT    -        -29.744 (meters)                     GEOID18
 FG1285  DYNAMIC HEIGHT  -        116.058 (meters)      380.77  (feet) COMP
 FG1285  MODELED GRAVITY -    979,651.8   (mgal)                       NAVD 88
 FG1285
 FG1285  VERT ORDER      -  SECOND    CLASS I
 FG1285
 FG1285.The horizontal coordinates were scaled from a map and have
 FG1285.an estimated accuracy of +/- 6 seconds.
 FG1285
 FG1285.The orthometric height was determined by differential leveling and
 FG1285.adjusted by the NATIONAL GEODETIC SURVEY
 FG1285.in September 2023.
 FG1285
 FG1285.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1285.GEOID18 height accuracy estimate available here.
 FG1285
 FG1285.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU498863(NAD 83)
 FG1285
 FG1285                          SUPERSEDED SURVEY CONTROL
 FG1285
 FG1285  NAVD 88 (06/15/91)  116.158  (m)          381.10   (f) SUPERSEDED  2 0
 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
 FG1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1285.See file dsdata.pdf to determine how the superseded data were derived.
 FG1285
 FG1285_MARKER: DB = BENCH MARK DISK
 FG1285_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG1285_STAMPING: P 46 1934
 FG1285_MARK LOGO: CGS
 FG1285_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG1285_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FG1285+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2022
 FG1285
 FG1285  HISTORY     - Date     Condition        Report By
 FG1285  HISTORY     - 1934     MONUMENTED       CGS
 FG1285  HISTORY     - 20221219 GOOD             ARHD
 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.
 FG1285
 FG1285                          STATION RECOVERY (2022)
 FG1285
 FG1285'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2022 (JH)
 FG1285'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0954 ***********************************************************************
 FG0954  DESIGNATION -  P 47
 FG0954  PID         -  FG0954
 FG0954  STATE/COUNTY-  AR/POPE
 FG0954  COUNTRY     -  US
 FG0954  USGS QUAD   -  TREAT (2017)
 FG0954
 FG0954                         *CURRENT SURVEY CONTROL
 FG0954  ______________________________________________________________________
 FG0954* NAD 83(1986) POSITION- 35 30 23.     (N) 093 09 55.     (W)   SCALED
 FG0954* NAVD 88 ORTHO HEIGHT -   175.488 (meters)      575.75  (feet) ADJUSTED
 FG0954  ______________________________________________________________________
 FG0954  GEOID HEIGHT    -        -28.787 (meters)                     GEOID18
 FG0954  DYNAMIC HEIGHT  -        175.323 (meters)      575.21  (feet) COMP
 FG0954  MODELED GRAVITY -    979,692.3   (mgal)                       NAVD 88
 FG0954
 FG0954  VERT ORDER      -  SECOND    CLASS 0
 FG0954
 FG0954.The horizontal coordinates were scaled from a map and have
 FG0954.an estimated accuracy of +/- 6 seconds.
 FG0954
 FG0954.The orthometric height was determined by differential leveling and
 FG0954.adjusted by the NATIONAL GEODETIC SURVEY
 FG0954.in June 1991.
 FG0954
 FG0954.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0954.GEOID18 height accuracy estimate available here.
 FG0954
 FG0954.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV850292(NAD 83)
 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
 FG0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0954.See file dsdata.pdf to determine how the superseded data were derived.
 FG0954
 FG0954_MARKER: DB = BENCH MARK DISK
 FG0954_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0954_STAMPING: P 47 1934
 FG0954_MARK LOGO: CGS
 FG0954_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0954
 FG0954  HISTORY     - Date     Condition        Report By
 FG0954  HISTORY     - 1934     MONUMENTED       CGS
 FG0954  HISTORY     - 1935     GOOD             CGS
 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 COAST AND GEODETIC SURVEY 1935
 FG0954'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0057 ***********************************************************************
 FG0057  DESIGNATION -  P 48
 FG0057  PID         -  FG0057
 FG0057  STATE/COUNTY-  AR/VAN BUREN
 FG0057  COUNTRY     -  US
 FG0057  USGS QUAD   -  CLINTON (2017)
 FG0057
 FG0057                         *CURRENT SURVEY CONTROL
 FG0057  ______________________________________________________________________
 FG0057* NAD 83(1986) POSITION- 35 35 19.     (N) 092 29 40.     (W)   SCALED
 FG0057* NAVD 88 ORTHO HEIGHT -   162.025 (meters)      531.58  (feet) ADJUSTED
 FG0057  ______________________________________________________________________
 FG0057  GEOID HEIGHT    -        -27.977 (meters)                     GEOID18
 FG0057  DYNAMIC HEIGHT  -        161.875 (meters)      531.08  (feet) COMP
 FG0057  MODELED GRAVITY -    979,705.7   (mgal)                       NAVD 88
 FG0057
 FG0057  VERT ORDER      -  SECOND    CLASS 0
 FG0057
 FG0057.The horizontal coordinates were scaled from a map and have
 FG0057.an estimated accuracy of +/- 6 seconds.
 FG0057
 FG0057.The orthometric height was determined by differential leveling and
 FG0057.adjusted by the NATIONAL GEODETIC SURVEY
 FG0057.in June 1991.
 FG0057
 FG0057.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0057.GEOID18 height accuracy estimate available here.
 FG0057
 FG0057.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV458384(NAD 83)
 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
 FG0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0057.See file dsdata.pdf to determine how the superseded data were derived.
 FG0057
 FG0057_MARKER: DB = BENCH MARK DISK
 FG0057_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0057_STAMPING: P 48 1934
 FG0057_MARK LOGO: CGS
 FG0057_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0057
 FG0057  HISTORY     - Date     Condition        Report By
 FG0057  HISTORY     - 1934     MONUMENTED       CGS
 FG0057  HISTORY     - 1935     GOOD             CGS
 FG0057  HISTORY     - 1963     MARK NOT FOUND   USGS
 FG0057
 FG0057                          STATION DESCRIPTION
 FG0057
 FG0057'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 GF0137 ***********************************************************************
 GF0137  DESIGNATION -  P 5
 GF0137  PID         -  GF0137
 GF0137  STATE/COUNTY-  AR/MARION
 GF0137  COUNTRY     -  US
 GF0137  USGS QUAD   -  COTTER (2017)
 GF0137
 GF0137                         *CURRENT SURVEY CONTROL
 GF0137  ______________________________________________________________________
 GF0137* NAD 83(1986) POSITION- 36 16 44.     (N) 092 35 49.     (W)   SCALED
 GF0137* NAVD 88 ORTHO HEIGHT -   198.131 (meters)      650.03  (feet) ADJUSTED
 GF0137  ______________________________________________________________________
 GF0137  GEOID HEIGHT    -        -28.470 (meters)                     GEOID18
 GF0137  DYNAMIC HEIGHT  -        197.961 (meters)      649.48  (feet) COMP
 GF0137  MODELED GRAVITY -    979,774.1   (mgal)                       NAVD 88
 GF0137
 GF0137  VERT ORDER      -  SECOND    CLASS 0
 GF0137
 GF0137.The horizontal coordinates were scaled from a map and have
 GF0137.an estimated accuracy of +/- 6 seconds.
 GF0137
 GF0137.The orthometric height was determined by differential leveling and
 GF0137.adjusted by the NATIONAL GEODETIC SURVEY
 GF0137.in June 1991.
 GF0137
 GF0137.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0137.GEOID18 height accuracy estimate available here.
 GF0137
 GF0137.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA361149(NAD 83)
 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
 GF0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0137.See file dsdata.pdf to determine how the superseded data were derived.
 GF0137
 GF0137_MARKER: DB = BENCH MARK DISK
 GF0137_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GF0137_STAMPING: P 5 1934
 GF0137_MARK LOGO: CGS
 GF0137_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0137
 GF0137  HISTORY     - Date     Condition        Report By
 GF0137  HISTORY     - 1934     MONUMENTED       CGS
 GF0137  HISTORY     - 20140409 MARK NOT FOUND   ARHD
 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.
 GF0137
 GF0137                          STATION RECOVERY (2014)
 GF0137
 GF0137'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (JDH)
 GF0137'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0462 ***********************************************************************
 GF0462  DESIGNATION -  P 5
 GF0462  PID         -  GF0462
 GF0462  STATE/COUNTY-  AR/CARROLL
 GF0462  COUNTRY     -  US
 GF0462  USGS QUAD   -  BEAVER (2017)
 GF0462
 GF0462                         *CURRENT SURVEY CONTROL
 GF0462  ______________________________________________________________________
 GF0462* NAD 83(1986) POSITION- 36 29 46.     (N) 093 50 00.     (W)   SCALED
 GF0462* NAVD 88 ORTHO HEIGHT -   309.635 (meters)     1015.86  (feet) ADJUSTED
 GF0462  ______________________________________________________________________
 GF0462  GEOID HEIGHT    -        -28.364 (meters)                     GEOID18
 GF0462  DYNAMIC HEIGHT  -        309.364 (meters)     1014.97  (feet) COMP
 GF0462  MODELED GRAVITY -    979,748.1   (mgal)                       NAVD 88
 GF0462
 GF0462  VERT ORDER      -  FIRST     CLASS II
 GF0462
 GF0462.The horizontal coordinates were scaled from a map and have
 GF0462.an estimated accuracy of +/- 6 seconds.
 GF0462
 GF0462.The orthometric height was determined by differential leveling and
 GF0462.adjusted by the NATIONAL GEODETIC SURVEY
 GF0462.in June 1991.
 GF0462
 GF0462.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0462.GEOID18 height accuracy estimate available here.
 GF0462
 GF0462.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA253392(NAD 83)
 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
 GF0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0462.See file dsdata.pdf to determine how the superseded data were derived.
 GF0462
 GF0462_MARKER: DB = BENCH MARK DISK
 GF0462_SETTING: 66 = SET IN ROCK OUTCROP
 GF0462_STAMPING: P 5 1930
 GF0462_MARK LOGO: CGS
 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  HISTORY     - 20081016 MARK NOT FOUND   INDIV
 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.
 GF0462
 GF0462                          STATION RECOVERY (2008)
 GF0462
 GF0462'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (RWG)
 GF0462'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0480 ***********************************************************************
 GF0480  DESIGNATION -  P 51
 GF0480  PID         -  GF0480
 GF0480  STATE/COUNTY-  AR/MADISON
 GF0480  COUNTRY     -  US
 GF0480  USGS QUAD   -  HUNTSVILLE (2017)
 GF0480
 GF0480                         *CURRENT SURVEY CONTROL
 GF0480  ______________________________________________________________________
 GF0480* NAD 83(1986) POSITION- 36 06 42.     (N) 093 43 57.     (W)   SCALED
 GF0480* NAVD 88 ORTHO HEIGHT -   390.899 (meters)     1282.47  (feet) ADJUSTED
 GF0480  ______________________________________________________________________
 GF0480  GEOID HEIGHT    -        -28.010 (meters)                     GEOID18
 GF0480  DYNAMIC HEIGHT  -        390.545 (meters)     1281.31  (feet) COMP
 GF0480  MODELED GRAVITY -    979,715.4   (mgal)                       NAVD 88
 GF0480
 GF0480  VERT ORDER      -  SECOND    CLASS 0
 GF0480
 GF0480.The horizontal coordinates were scaled from a map and have
 GF0480.an estimated accuracy of +/- 6 seconds.
 GF0480
 GF0480.The orthometric height was determined by differential leveling and
 GF0480.adjusted by the NATIONAL GEODETIC SURVEY
 GF0480.in June 1991.
 GF0480
 GF0480.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0480.GEOID18 height accuracy estimate available here.
 GF0480
 GF0480.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV340965(NAD 83)
 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
 GF0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0480.See file dsdata.pdf to determine how the superseded data were derived.
 GF0480
 GF0480_MARKER: DB = BENCH MARK DISK
 GF0480_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GF0480_STAMPING: P 51 1934
 GF0480_MARK LOGO: CGS
 GF0480_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0480
 GF0480  HISTORY     - Date     Condition        Report By
 GF0480  HISTORY     - 1934     MONUMENTED       CGS
 GF0480  HISTORY     - 1956     MARK NOT FOUND   CGS
 GF0480
 GF0480                          STATION DESCRIPTION
 GF0480
 GF0480'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG1327 ***********************************************************************
 FG1327  DESIGNATION -  P 52
 FG1327  PID         -  FG1327
 FG1327  STATE/COUNTY-  AR/MADISON
 FG1327  COUNTRY     -  US
 FG1327  USGS QUAD   -  SAINT PAUL (2017)
 FG1327
 FG1327                         *CURRENT SURVEY CONTROL
 FG1327  ______________________________________________________________________
 FG1327* NAD 83(1986) POSITION- 35 50 08.     (N) 093 52 18.     (W)   SCALED
 FG1327* NAVD 88 ORTHO HEIGHT -   421.393 (meters)     1382.52  (feet) ADJUSTED
 FG1327  ______________________________________________________________________
 FG1327  GEOID HEIGHT    -        -28.076 (meters)                     GEOID18
 FG1327  DYNAMIC HEIGHT  -        420.998 (meters)     1381.22  (feet) COMP
 FG1327  MODELED GRAVITY -    979,680.9   (mgal)                       NAVD 88
 FG1327
 FG1327  VERT ORDER      -  SECOND    CLASS 0
 FG1327
 FG1327.The horizontal coordinates were scaled from a map and have
 FG1327.an estimated accuracy of +/- 6 seconds.
 FG1327
 FG1327.The orthometric height was determined by differential leveling and
 FG1327.adjusted by the NATIONAL GEODETIC SURVEY
 FG1327.in June 1991.
 FG1327
 FG1327.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1327.GEOID18 height accuracy estimate available here.
 FG1327
 FG1327.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV212660(NAD 83)
 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
 FG1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1327.See file dsdata.pdf to determine how the superseded data were derived.
 FG1327
 FG1327_MARKER: DB = BENCH MARK DISK
 FG1327_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG1327_STAMPING: P 52 1934
 FG1327_MARK LOGO: CGS
 FG1327_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1058 ***********************************************************************
 EH1058  DESIGNATION -  P 55
 EH1058  PID         -  EH1058
 EH1058  STATE/COUNTY-  AR/MONROE
 EH1058  COUNTRY     -  US
 EH1058  USGS QUAD   -  CLARENDON (2017)
 EH1058
 EH1058                         *CURRENT SURVEY CONTROL
 EH1058  ______________________________________________________________________
 EH1058* NAD 83(1986) POSITION- 34 39 41.     (N) 091 16 15.     (W)   SCALED
 EH1058* NAVD 88 ORTHO HEIGHT -    54.271 (meters)      178.05  (feet) ADJUSTED
 EH1058  ______________________________________________________________________
 EH1058  GEOID HEIGHT    -        -26.783 (meters)                     GEOID18
 EH1058  DYNAMIC HEIGHT  -         54.219 (meters)      177.88  (feet) COMP
 EH1058  MODELED GRAVITY -    979,691.8   (mgal)                       NAVD 88
 EH1058
 EH1058  VERT ORDER      -  FIRST     CLASS II
 EH1058
 EH1058.The horizontal coordinates were scaled from a map and have
 EH1058.an estimated accuracy of +/- 6 seconds.
 EH1058
 EH1058.The orthometric height was determined by differential leveling and
 EH1058.adjusted by the NATIONAL GEODETIC SURVEY
 EH1058.in June 1991.
 EH1058
 EH1058.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1058.GEOID18 height accuracy estimate available here.
 EH1058
 EH1058.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU584368(NAD 83)
 EH1058
 EH1058                          SUPERSEDED SURVEY CONTROL
 EH1058
 EH1058  NGVD 29 (11/26/84)   54.291  (m)          178.12   (f) ADJUSTED    1 2
 EH1058
 EH1058.Superseded values are not recommended for survey control.
 EH1058
 EH1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1058.See file dsdata.pdf to determine how the superseded data were derived.
 EH1058
 EH1058_MARKER: DB = BENCH MARK DISK
 EH1058_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EH1058_STAMPING: P 55 1935
 EH1058_MARK LOGO: CGS
 EH1058_PROJECTION: PROJECTING 13 CENTIMETERS
 EH1058_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EH1315 ***********************************************************************
 EH1315  DESIGNATION -  P 57
 EH1315  PID         -  EH1315
 EH1315  STATE/COUNTY-  AR/ARKANSAS
 EH1315  COUNTRY     -  US
 EH1315  USGS QUAD   -  GILLETT (2017)
 EH1315
 EH1315                         *CURRENT SURVEY CONTROL
 EH1315  ______________________________________________________________________
 EH1315* NAD 83(1986) POSITION- 34 07 03.     (N) 091 22 32.     (W)   SCALED
 EH1315* NAVD 88 ORTHO HEIGHT -    55.884 (meters)      183.35  (feet) ADJUSTED
 EH1315  ______________________________________________________________________
 EH1315  GEOID HEIGHT    -        -26.211 (meters)                     GEOID18
 EH1315  DYNAMIC HEIGHT  -         55.829 (meters)      183.17  (feet) COMP
 EH1315  MODELED GRAVITY -    979,656.1   (mgal)                       NAVD 88
 EH1315
 EH1315  VERT ORDER      -  FIRST     CLASS II
 EH1315
 EH1315.The horizontal coordinates were scaled from a map and have
 EH1315.an estimated accuracy of +/- 6 seconds.
 EH1315
 EH1315.The orthometric height was determined by differential leveling and
 EH1315.adjusted by the NATIONAL GEODETIC SURVEY
 EH1315.in August 1993.
 EH1315
 EH1315.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1315.GEOID18 height accuracy estimate available here.
 EH1315
 EH1315.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT498763(NAD 83)
 EH1315
 EH1315                          SUPERSEDED SURVEY CONTROL
 EH1315
 EH1315  NAVD 88 (06/15/91)   55.867  (m)          183.29   (f) SUPERSEDED  1 2
 EH1315  NGVD 29 (11/26/84)   55.929  (m)          183.49   (f) ADJUSTED    1 2
 EH1315
 EH1315.Superseded values are not recommended for survey control.
 EH1315
 EH1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1315.See file dsdata.pdf to determine how the superseded data were derived.
 EH1315
 EH1315_MARKER: DB = BENCH MARK DISK
 EH1315_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EH1315_STAMPING: P 57 1935
 EH1315_MARK LOGO: CGS
 EH1315_PROJECTION: FLUSH
 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'AT GILLETT.  IN NE. 1/4 SEC. 6, T7S, R3W,  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 = MARCH 20, 2026 22:17:28 EDT
 EJ1335 ***********************************************************************
 EJ1335  DESIGNATION -  P 59
 EJ1335  PID         -  EJ1335
 EJ1335  STATE/COUNTY-  AR/PIKE
 EJ1335  COUNTRY     -  US
 EJ1335  USGS QUAD   -  GLENWOOD (2017)
 EJ1335
 EJ1335                         *CURRENT SURVEY CONTROL
 EJ1335  ______________________________________________________________________
 EJ1335* NAD 83(1986) POSITION- 34 20 12.     (N) 093 30 31.     (W)   SCALED
 EJ1335* NAVD 88 ORTHO HEIGHT -   187.715 (meters)      615.86  (feet) ADJUSTED
 EJ1335  ______________________________________________________________________
 EJ1335  GEOID HEIGHT    -        -27.733 (meters)                     GEOID18
 EJ1335  DYNAMIC HEIGHT  -        187.525 (meters)      615.24  (feet) COMP
 EJ1335  MODELED GRAVITY -    979,619.0   (mgal)                       NAVD 88
 EJ1335
 EJ1335  VERT ORDER      -  SECOND    CLASS 0
 EJ1335
 EJ1335.The horizontal coordinates were scaled from a map and have
 EJ1335.an estimated accuracy of +/- 6 seconds.
 EJ1335
 EJ1335.The orthometric height was determined by differential leveling and
 EJ1335.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1335.in June 1991.
 EJ1335
 EJ1335.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1335.GEOID18 height accuracy estimate available here.
 EJ1335
 EJ1335.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT532996(NAD 83)
 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
 EJ1335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1335.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1335
 EJ1335_MARKER: DB = BENCH MARK DISK
 EJ1335_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EJ1335_SP_SET: CULVERT HEADWALL
 EJ1335_STAMPING: P 59 1934
 EJ1335_MARK LOGO: CGS
 EJ1335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1335+STABILITY: SURFACE MOTION
 EJ1335
 EJ1335  HISTORY     - Date     Condition        Report By
 EJ1335  HISTORY     - 1934     MONUMENTED       CGS
 EJ1335  HISTORY     - 1962     GOOD             CGS
 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 GF0113 ***********************************************************************
 GF0113  DESIGNATION -  P 6
 GF0113  PID         -  GF0113
 GF0113  STATE/COUNTY-  AR/SEARCY
 GF0113  COUNTRY     -  US
 GF0113  USGS QUAD   -  WESTERN GROVE (2017)
 GF0113
 GF0113                         *CURRENT SURVEY CONTROL
 GF0113  ______________________________________________________________________
 GF0113* NAD 83(1986) POSITION- 36 03 44.     (N) 092 52 43.     (W)   SCALED
 GF0113* NAVD 88 ORTHO HEIGHT -   328.275 (meters)     1077.02  (feet) ADJUSTED
 GF0113  ______________________________________________________________________
 GF0113  GEOID HEIGHT    -        -28.338 (meters)                     GEOID18
 GF0113  DYNAMIC HEIGHT  -        327.977 (meters)     1076.04  (feet) COMP
 GF0113  MODELED GRAVITY -    979,716.1   (mgal)                       NAVD 88
 GF0113
 GF0113  VERT ORDER      -  FIRST     CLASS II
 GF0113
 GF0113.The horizontal coordinates were scaled from a map and have
 GF0113.an estimated accuracy of +/- 6 seconds.
 GF0113
 GF0113.The orthometric height was determined by differential leveling and
 GF0113.adjusted by the NATIONAL GEODETIC SURVEY
 GF0113.in June 1991.
 GF0113
 GF0113.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0113.GEOID18 height accuracy estimate available here.
 GF0113
 GF0113.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV109908(NAD 83)
 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
 GF0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0113.See file dsdata.pdf to determine how the superseded data were derived.
 GF0113
 GF0113_MARKER: DD = SURVEY DISK
 GF0113_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GF0113_STAMPING: P 6 1934
 GF0113_MARK LOGO: CGS+SS
 GF0113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0113
 GF0113  HISTORY     - Date     Condition        Report By
 GF0113  HISTORY     - 1934     MONUMENTED       ARGS
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0123 ***********************************************************************
 GF0123  DESIGNATION -  P 6
 GF0123  PID         -  GF0123
 GF0123  STATE/COUNTY-  AR/MARION
 GF0123  COUNTRY     -  US
 GF0123  USGS QUAD   -  PYATT (2017)
 GF0123
 GF0123                         *CURRENT SURVEY CONTROL
 GF0123  ______________________________________________________________________
 GF0123* NAD 83(1986) POSITION- 36 15 06.     (N) 092 50 43.     (W)   SCALED
 GF0123* NAVD 88 ORTHO HEIGHT -   228.657 (meters)      750.19  (feet) ADJUSTED
 GF0123  ______________________________________________________________________
 GF0123  GEOID HEIGHT    -        -28.416 (meters)                     GEOID18
 GF0123  DYNAMIC HEIGHT  -        228.455 (meters)      749.52  (feet) COMP
 GF0123  MODELED GRAVITY -    979,743.6   (mgal)                       NAVD 88
 GF0123
 GF0123  VERT ORDER      -  SECOND    CLASS 0
 GF0123
 GF0123.The horizontal coordinates were scaled from a map and have
 GF0123.an estimated accuracy of +/- 6 seconds.
 GF0123
 GF0123.The orthometric height was determined by differential leveling and
 GF0123.adjusted by the NATIONAL GEODETIC SURVEY
 GF0123.in June 1991.
 GF0123
 GF0123.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0123.GEOID18 height accuracy estimate available here.
 GF0123
 GF0123.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA139118(NAD 83)
 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
 GF0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0123.See file dsdata.pdf to determine how the superseded data were derived.
 GF0123
 GF0123_MARKER: DB = BENCH MARK DISK
 GF0123_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GF0123_STAMPING: P 66 1934
 GF0123_MARK LOGO: CGS
 GF0123_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1334 ***********************************************************************
 EJ1334  DESIGNATION -  P 61
 EJ1334  PID         -  EJ1334
 EJ1334  STATE/COUNTY-  AR/PIKE
 EJ1334  COUNTRY     -  US
 EJ1334  USGS QUAD   -  NARROWS DAM (2017)
 EJ1334
 EJ1334                         *CURRENT SURVEY CONTROL
 EJ1334  ______________________________________________________________________
 EJ1334* NAD 83(1986) POSITION- 34 14 00.     (N) 093 38 32.     (W)   SCALED
 EJ1334* NAVD 88 ORTHO HEIGHT -   200.560 (meters)      658.00  (feet) ADJUSTED
 EJ1334  ______________________________________________________________________
 EJ1334  GEOID HEIGHT    -        -27.614 (meters)                     GEOID18
 EJ1334  DYNAMIC HEIGHT  -        200.355 (meters)      657.33  (feet) COMP
 EJ1334  MODELED GRAVITY -    979,610.9   (mgal)                       NAVD 88
 EJ1334
 EJ1334  VERT ORDER      -  SECOND    CLASS 0
 EJ1334
 EJ1334.The horizontal coordinates were scaled from a map and have
 EJ1334.an estimated accuracy of +/- 6 seconds.
 EJ1334
 EJ1334.The orthometric height was determined by differential leveling and
 EJ1334.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1334.in June 1991.
 EJ1334
 EJ1334.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1334.GEOID18 height accuracy estimate available here.
 EJ1334
 EJ1334.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT408882(NAD 83)
 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
 EJ1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1334.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1334
 EJ1334_MARKER: DB = BENCH MARK DISK
 EJ1334_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ1334_STAMPING: P 61 1934
 EJ1334_MARK LOGO: CGS
 EJ1334_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1334
 EJ1334  HISTORY     - Date     Condition        Report By
 EJ1334  HISTORY     - 1934     MONUMENTED       CGS
 EJ1334  HISTORY     - 1962     MARK NOT FOUND   CGS
 EJ1334
 EJ1334                          STATION DESCRIPTION
 EJ1334
 EJ1334'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DL1032 ***********************************************************************
 DL1032  DESIGNATION -  P 62
 DL1032  PID         -  DL1032
 DL1032  STATE/COUNTY-  AR/HEMPSTEAD
 DL1032  COUNTRY     -  US
 DL1032  USGS QUAD   -  WASHINGTON (2017)
 DL1032
 DL1032                         *CURRENT SURVEY CONTROL
 DL1032  ______________________________________________________________________
 DL1032* NAD 83(1986) POSITION- 33 46 25.8    (N) 093 41 02.4    (W)   HD_HELD2
 DL1032* NAVD 88 ORTHO HEIGHT -   136.693 (meters)      448.47  (feet) ADJUSTED
 DL1032  ______________________________________________________________________
 DL1032  GEOID HEIGHT    -        -27.032 (meters)                     GEOID18
 DL1032  DYNAMIC HEIGHT  -        136.551 (meters)      448.00  (feet) COMP
 DL1032  MODELED GRAVITY -    979,593.5   (mgal)                       NAVD 88
 DL1032
 DL1032  VERT ORDER      -  SECOND    CLASS I
 DL1032
 DL1032.The horizontal coordinates were established by autonomous hand held GPS
 DL1032.observations and have an estimated accuracy of +/- 10 meters.
 DL1032
 DL1032.The orthometric height was determined by differential leveling and
 DL1032.adjusted by the NATIONAL GEODETIC SURVEY
 DL1032.in June 1991.
 DL1032
 DL1032.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1032.GEOID18 height accuracy estimate available here.
 DL1032
 DL1032.Click photographs - Photos may exist for this station.
 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     -   524,081.      244,031.      MT  (+/- 10 meters HH2 GPS)
 DL1032
 DL1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT3666637289(NAD 83)
 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
 DL1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1032.See file dsdata.pdf to determine how the superseded data were derived.
 DL1032
 DL1032_MARKER: DB = BENCH MARK DISK
 DL1032_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL1032_SP_SET: BUILDING
 DL1032_STAMPING: P 62 1935
 DL1032_MARK LOGO: CGS
 DL1032_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1032_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL1032+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2013
 DL1032
 DL1032  HISTORY     - Date     Condition        Report By
 DL1032  HISTORY     - 1935     MONUMENTED       CGS
 DL1032  HISTORY     - 1962     GOOD             CGS
 DL1032  HISTORY     - 20101204 GOOD             GEOCAC
 DL1032  HISTORY     - 20130313 GOOD             ARHD
 DL1032
 DL1032                          STATION DESCRIPTION
 DL1032
 DL1032'DESCRIBED BY COAST AND 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.
 DL1032
 DL1032                          STATION RECOVERY (2010)
 DL1032
 DL1032'RECOVERY NOTE BY GEOCACHING 2010 (JA)
 DL1032'RECOVERED IN GOOD CONDITION.
 DL1032
 DL1032                          STATION RECOVERY (2013)
 DL1032
 DL1032'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2013 (JDH)
 DL1032'RECOVERED IN GOOD CONDITION.
 DL1032'
 DL1032'NOTE-ADD-IT IS 50 FT (15.2 M) WEST OF A DROP INLET, 44 FT (13.4 M)
 DL1032'SOUTH OF A LARGE CATALPA TREE AND 32 FT (9.8 M) SOUTH OF A DROP INLET.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0858 ***********************************************************************
 DL0858  DESIGNATION -  P 63
 DL0858  PID         -  DL0858
 DL0858  STATE/COUNTY-  AR/MILLER
 DL0858  COUNTRY     -  US
 DL0858  USGS QUAD   -  HOMAN (2017)
 DL0858
 DL0858                         *CURRENT SURVEY CONTROL
 DL0858  ______________________________________________________________________
 DL0858* NAD 83(1986) POSITION- 33 30 02.75   (N) 093 56 37.73   (W)   HD_HELD1
 DL0858* NAVD 88 ORTHO HEIGHT -    80.275 (meters)      263.37  (feet) ADJUSTED
 DL0858  ______________________________________________________________________
 DL0858  GEOID HEIGHT    -        -26.974 (meters)                     GEOID18
 DL0858  DYNAMIC HEIGHT  -         80.190 (meters)      263.09  (feet) COMP
 DL0858  MODELED GRAVITY -    979,575.6   (mgal)                       NAVD 88
 DL0858
 DL0858  VERT ORDER      -  SECOND    CLASS 0
 DL0858
 DL0858.The horizontal coordinates were determined by differentially corrected
 DL0858.hand held GPS observations or other comparable positioning techniques
 DL0858.and have an estimated accuracy of +/- 3 meters.
 DL0858
 DL0858.The orthometric height was determined by differential leveling and
 DL0858.adjusted by the NATIONAL GEODETIC SURVEY
 DL0858.in June 1991.
 DL0858
 DL0858.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0858.GEOID18 height accuracy estimate available here.
 DL0858
 DL0858.Click photographs - Photos may exist for this station.
 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     -   494,227.0     219,395.3     MT  (+/- 3 meters HH1 GPS) 
 DL0858
 DL0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT1233207202(NAD 83)
 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
 DL0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0858.See file dsdata.pdf to determine how the superseded data were derived.
 DL0858
 DL0858_MARKER: DB = BENCH MARK DISK
 DL0858_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DL0858_STAMPING: P 63 1935
 DL0858_MARK LOGO: CGS
 DL0858_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0858
 DL0858  HISTORY     - Date     Condition        Report By
 DL0858  HISTORY     - 1935     MONUMENTED       CGS
 DL0858  HISTORY     - 1963     MARK NOT FOUND   CGS
 DL0858  HISTORY     - 19971025 MARK NOT FOUND   USPSQD
 DL0858
 DL0858                          STATION DESCRIPTION
 DL0858
 DL0858'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 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 = MARCH 20, 2026 22:17:28 EDT
 DL0478 ***********************************************************************
 DL0478  DESIGNATION -  P 64
 DL0478  PID         -  DL0478
 DL0478  STATE/COUNTY-  AR/NEVADA
 DL0478  COUNTRY     -  US
 DL0478  USGS QUAD   -  PRESCOTT EAST (2017)
 DL0478
 DL0478                         *CURRENT SURVEY CONTROL
 DL0478  ______________________________________________________________________
 DL0478* NAD 83(1986) POSITION- 33 49 20.     (N) 093 21 31.     (W)   SCALED
 DL0478* NAVD 88 ORTHO HEIGHT -    82.182 (meters)      269.63  (feet) ADJUSTED
 DL0478  ______________________________________________________________________
 DL0478  GEOID HEIGHT    -        -26.819 (meters)                     GEOID18
 DL0478  DYNAMIC HEIGHT  -         82.098 (meters)      269.35  (feet) COMP
 DL0478  MODELED GRAVITY -    979,611.5   (mgal)                       NAVD 88
 DL0478
 DL0478  VERT ORDER      -  SECOND    CLASS 0
 DL0478
 DL0478.The horizontal coordinates were scaled from a map and have
 DL0478.an estimated accuracy of +/- 6 seconds.
 DL0478
 DL0478.The orthometric height was determined by differential leveling and
 DL0478.adjusted by the NATIONAL GEODETIC SURVEY
 DL0478.in June 1991.
 DL0478
 DL0478.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0478.GEOID18 height accuracy estimate available here.
 DL0478
 DL0478.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT668425(NAD 83)
 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
 DL0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0478.See file dsdata.pdf to determine how the superseded data were derived.
 DL0478
 DL0478_MARKER: DB = BENCH MARK DISK
 DL0478_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DL0478_STAMPING: P 64 1935
 DL0478_MARK LOGO: CGS
 DL0478_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0478
 DL0478  HISTORY     - Date     Condition        Report By
 DL0478  HISTORY     - 1935     MONUMENTED       CGS
 DL0478  HISTORY     - 1963     GOOD             CGS
 DL0478  HISTORY     - 20160121 MARK NOT FOUND   ARHD
 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 COAST AND GEODETIC SURVEY 1963
 DL0478'RECOVERED IN GOOD CONDITION.
 DL0478
 DL0478                          STATION RECOVERY (2016)
 DL0478
 DL0478'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (JDH)
 DL0478'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK1057 ***********************************************************************
 DK1057  DESIGNATION -  P 65
 DK1057  PID         -  DK1057
 DK1057  STATE/COUNTY-  AR/CHICOT
 DK1057  COUNTRY     -  US
 DK1057  USGS QUAD   -  EUDORA SOUTH (2017)
 DK1057
 DK1057                         *CURRENT SURVEY CONTROL
 DK1057  ______________________________________________________________________
 DK1057* NAD 83(1986) POSITION- 33 07 07.     (N) 091 19 07.     (W)   SCALED
 DK1057* NAVD 88 ORTHO HEIGHT -    36.718 (meters)      120.47  (feet) ADJUSTED
 DK1057  ______________________________________________________________________
 DK1057  GEOID HEIGHT    -        -25.988 (meters)                     GEOID18
 DK1057  DYNAMIC HEIGHT  -         36.680 (meters)      120.34  (feet) COMP
 DK1057  MODELED GRAVITY -    979,581.2   (mgal)                       NAVD 88
 DK1057
 DK1057  VERT ORDER      -  SECOND    CLASS 0
 DK1057
 DK1057.The horizontal coordinates were scaled from a map and have
 DK1057.an estimated accuracy of +/- 6 seconds.
 DK1057
 DK1057.The orthometric height was determined by differential leveling and
 DK1057.adjusted by the NATIONAL GEODETIC SURVEY
 DK1057.in June 1991.
 DK1057
 DK1057.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1057.GEOID18 height accuracy estimate available here.
 DK1057
 DK1057.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS568656(NAD 83)
 DK1057
 DK1057                          SUPERSEDED SURVEY CONTROL
 DK1057
 DK1057  NGVD 29 (11/26/84)   36.822  (m)          120.81   (f) ADJUSTED    2 0
 DK1057
 DK1057.Superseded values are not recommended for survey control.
 DK1057
 DK1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1057.See file dsdata.pdf to determine how the superseded data were derived.
 DK1057
 DK1057_MARKER: DB = BENCH MARK DISK
 DK1057_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DK1057_STAMPING: P 65 1935
 DK1057_MARK LOGO: CGS
 DK1057_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0574 ***********************************************************************
 FG0574  DESIGNATION -  P 66
 FG0574  PID         -  FG0574
 FG0574  STATE/COUNTY-  AR/POPE
 FG0574  COUNTRY     -  US
 FG0574  USGS QUAD   -  SOLO (2017)
 FG0574
 FG0574                         *CURRENT SURVEY CONTROL
 FG0574  ______________________________________________________________________
 FG0574* NAD 83(1986) POSITION- 35 31 43.     (N) 092 59 14.     (W)   SCALED
 FG0574* NAVD 88 ORTHO HEIGHT -   333.064 (meters)     1092.73  (feet) ADJUSTED
 FG0574  ______________________________________________________________________
 FG0574  GEOID HEIGHT    -        -28.515 (meters)                     GEOID18
 FG0574  DYNAMIC HEIGHT  -        332.747 (meters)     1091.69  (feet) COMP
 FG0574  MODELED GRAVITY -    979,672.3   (mgal)                       NAVD 88
 FG0574
 FG0574  VERT ORDER      -  SECOND    CLASS 0
 FG0574
 FG0574.The horizontal coordinates were scaled from a map and have
 FG0574.an estimated accuracy of +/- 6 seconds.
 FG0574
 FG0574.The orthometric height was determined by differential leveling and
 FG0574.adjusted by the NATIONAL GEODETIC SURVEY
 FG0574.in June 1991.
 FG0574
 FG0574.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0574.GEOID18 height accuracy estimate available here.
 FG0574
 FG0574.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV011316(NAD 83)
 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
 FG0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0574.See file dsdata.pdf to determine how the superseded data were derived.
 FG0574
 FG0574_MARKER: DB = BENCH MARK DISK
 FG0574_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0574_STAMPING: P 66 1935
 FG0574_MARK LOGO: CGS
 FG0574_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0460 ***********************************************************************
 FG0460  DESIGNATION -  P 67
 FG0460  PID         -  FG0460
 FG0460  STATE/COUNTY-  AR/CONWAY
 FG0460  COUNTRY     -  US
 FG0460  USGS QUAD   -  JERUSALEM (2017)
 FG0460
 FG0460                         *CURRENT SURVEY CONTROL
 FG0460  ______________________________________________________________________
 FG0460* NAD 83(1986) POSITION- 35 24 18.     (N) 092 50 16.     (W)   SCALED
 FG0460* NAVD 88 ORTHO HEIGHT -   200.509 (meters)      657.84  (feet) ADJUSTED
 FG0460  ______________________________________________________________________
 FG0460  GEOID HEIGHT    -        -28.576 (meters)                     GEOID18
 FG0460  DYNAMIC HEIGHT  -        200.322 (meters)      657.22  (feet) COMP
 FG0460  MODELED GRAVITY -    979,692.8   (mgal)                       NAVD 88
 FG0460
 FG0460  VERT ORDER      -  SECOND    CLASS 0
 FG0460
 FG0460.The horizontal coordinates were scaled from a map and have
 FG0460.an estimated accuracy of +/- 6 seconds.
 FG0460
 FG0460.The orthometric height was determined by differential leveling and
 FG0460.adjusted by the NATIONAL GEODETIC SURVEY
 FG0460.in June 1991.
 FG0460
 FG0460.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0460.GEOID18 height accuracy estimate available here.
 FG0460
 FG0460.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV147179(NAD 83)
 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
 FG0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0460.See file dsdata.pdf to determine how the superseded data were derived.
 FG0460
 FG0460_MARKER: DB = BENCH MARK DISK
 FG0460_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0460_STAMPING: P 67 1935
 FG0460_MARK LOGO: CGS
 FG0460_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0460
 FG0460  HISTORY     - Date     Condition        Report By
 FG0460  HISTORY     - 1935     MONUMENTED       CGS
 FG0460  HISTORY     - 1959     GOOD             CGS
 FG0460
 FG0460                          STATION DESCRIPTION
 FG0460
 FG0460'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG0039 ***********************************************************************
 FG0039  DESIGNATION -  P 7
 FG0039  PID         -  FG0039
 FG0039  STATE/COUNTY-  AR/CLEBURNE
 FG0039  COUNTRY     -  US
 FG0039  USGS QUAD   -  PARMA (2017)
 FG0039
 FG0039                         *CURRENT SURVEY CONTROL
 FG0039  ______________________________________________________________________
 FG0039* NAD 83(1986) POSITION- 35 38 56.     (N) 092 13 20.     (W)   SCALED
 FG0039* NAVD 88 ORTHO HEIGHT -   145.116 (meters)      476.10  (feet) ADJUSTED
 FG0039  ______________________________________________________________________
 FG0039  GEOID HEIGHT    -        -27.640 (meters)                     GEOID18
 FG0039  DYNAMIC HEIGHT  -        144.984 (meters)      475.67  (feet) COMP
 FG0039  MODELED GRAVITY -    979,721.4   (mgal)                       NAVD 88
 FG0039
 FG0039  VERT ORDER      -  FIRST     CLASS II
 FG0039
 FG0039.The horizontal coordinates were scaled from a map and have
 FG0039.an estimated accuracy of +/- 6 seconds.
 FG0039
 FG0039.The orthometric height was determined by differential leveling and
 FG0039.adjusted by the NATIONAL GEODETIC SURVEY
 FG0039.in June 1991.
 FG0039
 FG0039.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0039.GEOID18 height accuracy estimate available here.
 FG0039
 FG0039.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV704452(NAD 83)
 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
 FG0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0039.See file dsdata.pdf to determine how the superseded data were derived.
 FG0039
 FG0039_MARKER: DB = BENCH MARK DISK
 FG0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0039_STAMPING: P 7 1931
 FG0039_MARK LOGO: CGS
 FG0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG0039+STABILITY: SURFACE MOTION
 FG0039
 FG0039  HISTORY     - Date     Condition        Report By
 FG0039  HISTORY     - 1931     MONUMENTED       CGS
 FG0039  HISTORY     - 1935     MARK NOT FOUND   CGS
 FG0039  HISTORY     - 20111104 MARK NOT FOUND   ARHD
 FG0039
 FG0039                          STATION DESCRIPTION
 FG0039
 FG0039'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1935
 FG0039'MARK NOT FOUND.
 FG0039
 FG0039                          STATION RECOVERY (2011)
 FG0039
 FG0039'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (KWS)
 FG0039'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GE0070 ***********************************************************************
 GE0070  DESIGNATION -  P 7 126
 GE0070  PID         -  GE0070
 GE0070  STATE/COUNTY-  AR/CLAY
 GE0070  COUNTRY     -  US
 GE0070  USGS QUAD   -  PIGGOTT (2017)
 GE0070
 GE0070                         *CURRENT SURVEY CONTROL
 GE0070  ______________________________________________________________________
 GE0070* NAD 83(1997) POSITION- 36 22 58.34170(N) 090 11 33.28969(W)   ADJUSTED
 GE0070* NAVD 88 ORTHO HEIGHT -    92.101 (meters)      302.17  (feet) ADJUSTED
 GE0070  ______________________________________________________________________
 GE0070  GEOID HEIGHT    -        -28.623 (meters)                     GEOID18
 GE0070  LAPLACE CORR    -          0.19  (seconds)                    DEFLEC18
 GE0070  DYNAMIC HEIGHT  -         92.025 (meters)      301.92  (feet) COMP
 GE0070  MODELED GRAVITY -    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 and
 GE0070.adjusted by the NATIONAL GEODETIC SURVEY
 GE0070.in June 1991.
 GE0070
 GE0070.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0070.GEOID18 height accuracy estimate available here.
 GE0070
 GE0070.Click photographs - Photos may exist for this station.
 GE0070
 GE0070.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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  =   1.00037145
 GE0070
 GE0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA5182730077(NAD 83)
 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  NGVD 29              92.09   (m)          302.1    (f) LEVELING    3  
 GE0070
 GE0070.Superseded values are not recommended for survey control.
 GE0070
 GE0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0070.See file dsdata.pdf to determine how the superseded data were derived.
 GE0070
 GE0070_MARKER: DD = SURVEY DISK
 GE0070_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GE0070_STAMPING: P 7 126
 GE0070_MARK LOGO: USACE
 GE0070_PROJECTION: FLUSH
 GE0070_MAGNETIC: P = MARKER IS A STEEL PIPE
 GE0070_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE0070
 GE0070  HISTORY     - Date     Condition        Report By
 GE0070  HISTORY     - UNK      MONUMENTED       USACE
 GE0070  HISTORY     - 1933     GOOD             CGS
 GE0070
 GE0070                          STATION DESCRIPTION
 GE0070
 GE0070'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 GE0985 ***********************************************************************
 GE0985  DESIGNATION -  P 7 254
 GE0985  PID         -  GE0985
 GE0985  STATE/COUNTY-  AR/CLAY
 GE0985  COUNTRY     -  US
 GE0985  USGS QUAD   -  KENNETT NORTH (2017)
 GE0985
 GE0985                         *CURRENT SURVEY CONTROL
 GE0985  ______________________________________________________________________
 GE0985* NAD 83(1997) POSITION- 36 18 20.90512(N) 090 05 44.07937(W)   ADJUSTED
 GE0985* NAVD 88 ORTHO HEIGHT -    82.3   (meters)      270.    (feet) VERTCON3
 GE0985  ______________________________________________________________________
 GE0985  GEOID HEIGHT    -        -28.541 (meters)                     GEOID18
 GE0985  LAPLACE CORR    -         -0.09  (seconds)                    DEFLEC18
 GE0985  HORZ ORDER      -  SECOND
 GE0985
 GE0985.The horizontal coordinates were established by classical geodetic methods
 GE0985.and adjusted by the National Geodetic Survey in September 1999.
 GE0985
 GE0985.The NAVD 88 height was computed by applying the VERTCON shift value to
 GE0985.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GE0985
 GE0985.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0985.GEOID18 height accuracy estimate available here.
 GE0985
 GE0985.Click photographs - Photos may exist for this station.
 GE0985
 GE0985.The Laplace correction was computed from DEFLEC18 derived deflections.
 GE0985
 GE0985. The following values were computed from the NAD 83(1997) position.
 GE0985
 GE0985;                    North         East     Units Scale Factor Converg.
 GE0985;SPC AR N     -   220,492.117   571,036.289   MT  1.00001513   +1 06 29.5
 GE0985;SPC AR N     -   723,397.89  1,873,474.89   sFT  1.00001513   +1 06 29.5
 GE0985;SPC MO E     -    52,498.217   286,320.584   MT  0.99994958   +0 14 22.1
 GE0985;UTM  15      - 4,021,783.415   760,787.986   MT  1.00043804   +1 43 14.4
 GE0985
 GE0985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GE0985!SPC AR N     -   0.99999156  x   1.00001513  =   1.00000669
 GE0985!SPC MO E     -   0.99999156  x   0.99994958  =   0.99994114
 GE0985!UTM  15      -   0.99999156  x   1.00043804  =   1.00042960
 GE0985
 GE0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA6078721783(NAD 83)
 GE0985
 GE0985                          SUPERSEDED SURVEY CONTROL
 GE0985
 GE0985  NAD 83(1986)-  36 18 20.91294(N)    090 05 44.07661(W) AD(       ) 2
 GE0985  NAD 27      -  36 18 20.68300(N)    090 05 43.73360(W) AD(       ) 2
 GE0985  NGVD 29 (07/19/86)   82.3    (m)          270.     (f) VERT ANG       
 GE0985
 GE0985.Superseded values are not recommended for survey control.
 GE0985
 GE0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0985.See file dsdata.pdf to determine how the superseded data were derived.
 GE0985
 GE0985_MARKER: DD = SURVEY DISK
 GE0985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0985_MARK LOGO: USACE
 GE0985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0985+STABILITY: SURFACE MOTION
 GE0985
 GE0985  HISTORY     - Date     Condition        Report By
 GE0985  HISTORY     - 1954     MONUMENTED       USACE
 GE0985
 GE0985                          STATION DESCRIPTION
 GE0985
 GE0985'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1954
 GE0985'THE MARK IS LOCATED ABOUT 11.4 MI (18.3 KM) EAST-NORTHEAST OF RECTOR,
 GE0985'7.5 MI (12.1 KM) SOUTHEAST OF PIGGOTT AND 7.4 MI (11.9 KM)
 GE0985'EAST-SOUTHEAST OF GREENWAY.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0013 ***********************************************************************
 EJ0013  DESIGNATION -  P 70
 EJ0013  PID         -  EJ0013
 EJ0013  STATE/COUNTY-  AR/PULASKI
 EJ0013  COUNTRY     -  US
 EJ0013  USGS QUAD   -  NORTH LITTLE ROCK (2017)
 EJ0013
 EJ0013                         *CURRENT SURVEY CONTROL
 EJ0013  ______________________________________________________________________
 EJ0013* NAD 83(1986) POSITION- 34 49 25.     (N) 092 19 34.     (W)   SCALED
 EJ0013* NAVD 88 ORTHO HEIGHT -    93.012 (meters)      305.16  (feet) ADJUSTED
 EJ0013  ______________________________________________________________________
 EJ0013  GEOID HEIGHT    -        -26.921 (meters)                     GEOID18
 EJ0013  DYNAMIC HEIGHT  -         92.925 (meters)      304.87  (feet) COMP
 EJ0013  MODELED GRAVITY -    979,704.7   (mgal)                       NAVD 88
 EJ0013
 EJ0013  VERT ORDER      -  FIRST     CLASS II
 EJ0013
 EJ0013.The horizontal coordinates were scaled from a map and have
 EJ0013.an estimated accuracy of +/- 6 seconds.
 EJ0013
 EJ0013.The orthometric height was determined by differential leveling and
 EJ0013.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0013.in June 1991.
 EJ0013
 EJ0013.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0013.GEOID18 height accuracy estimate available here.
 EJ0013
 EJ0013.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU616536(NAD 83)
 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
 EJ0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0013.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0013
 EJ0013_MARKER: DB = BENCH MARK DISK
 EJ0013_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0013_STAMPING: P 70 1934
 EJ0013_MARK LOGO: CGS
 EJ0013_PROJECTION: PROJECTING 8 CENTIMETERS
 EJ0013_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0013
 EJ0013  HISTORY     - Date     Condition        Report By
 EJ0013  HISTORY     - 1934     MONUMENTED       CGS
 EJ0013  HISTORY     - 1967     GOOD             CGS
 EJ0013  HISTORY     - 1984     GOOD             NGS
 EJ0013  HISTORY     - 1987     POOR             USPSQD
 EJ0013  HISTORY     - 1988     GOOD             USPSQD
 EJ0013  HISTORY     - 1989     GOOD             USPSQD
 EJ0013  HISTORY     - 1990     GOOD             USPSQD
 EJ0013  HISTORY     - 20120508 MARK NOT FOUND   ARHD
 EJ0013
 EJ0013                          STATION DESCRIPTION
 EJ0013
 EJ0013'DESCRIBED BY COAST AND 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 AND ABOUT LEVEL WITH THE
 EJ0013'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 (1989)
 EJ0013
 EJ0013'RECOVERY NOTE BY US POWER SQUADRON 1989 (GD)
 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.
 EJ0013
 EJ0013                          STATION RECOVERY (2012)
 EJ0013
 EJ0013'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (JDH)
 EJ0013'MARK NOT FOUND
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0407 ***********************************************************************
 FG0407  DESIGNATION -  P 71
 FG0407  PID         -  FG0407
 FG0407  STATE/COUNTY-  AR/PERRY
 FG0407  COUNTRY     -  US
 FG0407  USGS QUAD   -  HOUSTON (2017)
 FG0407
 FG0407                         *CURRENT SURVEY CONTROL
 FG0407  ______________________________________________________________________
 FG0407* NAD 83(1986) POSITION- 35 00 06.     (N) 092 37 53.     (W)   SCALED
 FG0407* NAVD 88 ORTHO HEIGHT -    89.407 (meters)      293.33  (feet) ADJUSTED
 FG0407  ______________________________________________________________________
 FG0407  GEOID HEIGHT    -        -28.053 (meters)                     GEOID18
 FG0407  DYNAMIC HEIGHT  -         89.322 (meters)      293.05  (feet) COMP
 FG0407  MODELED GRAVITY -    979,686.0   (mgal)                       NAVD 88
 FG0407
 FG0407  VERT ORDER      -  SECOND    CLASS I
 FG0407
 FG0407.The horizontal coordinates were scaled from a map and have
 FG0407.an estimated accuracy of +/- 6 seconds.
 FG0407
 FG0407.The orthometric height was determined by differential leveling and
 FG0407.adjusted by the NATIONAL GEODETIC SURVEY
 FG0407.in September 2023.
 FG0407
 FG0407.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0407.GEOID18 height accuracy estimate available here.
 FG0407
 FG0407.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU336732(NAD 83)
 FG0407
 FG0407                          SUPERSEDED SURVEY CONTROL
 FG0407
 FG0407  NAVD 88 (06/15/91)   89.434  (m)          293.42   (f) SUPERSEDED  2 0
 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
 FG0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0407.See file dsdata.pdf to determine how the superseded data were derived.
 FG0407
 FG0407_MARKER: DB = BENCH MARK DISK
 FG0407_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0407_STAMPING: P 71 1934
 FG0407_MARK LOGO: CGS
 FG0407_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG0407
 FG0407  HISTORY     - Date     Condition        Report By
 FG0407  HISTORY     - 1934     MONUMENTED       CGS
 FG0407  HISTORY     - 1935     GOOD             CGS
 FG0407  HISTORY     - 1960     MARK NOT FOUND   CGS
 FG0407
 FG0407                          STATION DESCRIPTION
 FG0407
 FG0407'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1960
 FG0407'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG0319 ***********************************************************************
 FG0319  DESIGNATION -  P 72
 FG0319  PID         -  FG0319
 FG0319  STATE/COUNTY-  AR/CONWAY
 FG0319  COUNTRY     -  US
 FG0319  USGS QUAD   -  MORRILTON WEST (2017)
 FG0319
 FG0319                         *CURRENT SURVEY CONTROL
 FG0319  ______________________________________________________________________
 FG0319* NAD 83(1986) POSITION- 35 11 54.     (N) 092 48 41.     (W)   SCALED
 FG0319* NAVD 88 ORTHO HEIGHT -    95.341 (meters)      312.80  (feet) ADJUSTED
 FG0319  ______________________________________________________________________
 FG0319  GEOID HEIGHT    -        -28.708 (meters)                     GEOID18
 FG0319  DYNAMIC HEIGHT  -         95.251 (meters)      312.50  (feet) COMP
 FG0319  MODELED GRAVITY -    979,689.7   (mgal)                       NAVD 88
 FG0319
 FG0319  VERT ORDER      -  SECOND    CLASS I
 FG0319
 FG0319.The horizontal coordinates were scaled from a map and have
 FG0319.an estimated accuracy of +/- 6 seconds.
 FG0319
 FG0319.The orthometric height was determined by differential leveling and
 FG0319.adjusted by the NATIONAL GEODETIC SURVEY
 FG0319.in September 2023.
 FG0319
 FG0319.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0319.GEOID18 height accuracy estimate available here.
 FG0319
 FG0319.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU171950(NAD 83)
 FG0319
 FG0319                          SUPERSEDED SURVEY CONTROL
 FG0319
 FG0319  NAVD 88 (06/15/91)   95.358  (m)          312.85   (f) SUPERSEDED  2 0
 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
 FG0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0319.See file dsdata.pdf to determine how the superseded data were derived.
 FG0319
 FG0319_MARKER: DB = BENCH MARK DISK
 FG0319_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0319_STAMPING: P 72 1934
 FG0319_MARK LOGO: CGS
 FG0319_PROJECTION: PROJECTING 5 CENTIMETERS
 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             CGS
 FG0319  HISTORY     - 1984     POOR             NGS
 FG0319
 FG0319                          STATION DESCRIPTION
 FG0319
 FG0319'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0945 ***********************************************************************
 EJ0945  DESIGNATION -  P 73
 EJ0945  PID         -  EJ0945
 EJ0945  STATE/COUNTY-  AR/SALINE
 EJ0945  COUNTRY     -  US
 EJ0945  USGS QUAD   -  PARON (2017)
 EJ0945
 EJ0945                         *CURRENT SURVEY CONTROL
 EJ0945  ______________________________________________________________________
 EJ0945* NAD 83(1986) POSITION- 34 47 37.     (N) 092 50 22.     (W)   SCALED
 EJ0945* NAVD 88 ORTHO HEIGHT -   218.298 (meters)      716.20  (feet) ADJUSTED
 EJ0945  ______________________________________________________________________
 EJ0945  GEOID HEIGHT    -        -27.623 (meters)                     GEOID18
 EJ0945  DYNAMIC HEIGHT  -        218.084 (meters)      715.50  (feet) COMP
 EJ0945  MODELED GRAVITY -    979,651.9   (mgal)                       NAVD 88
 EJ0945
 EJ0945  VERT ORDER      -  SECOND    CLASS 0
 EJ0945
 EJ0945.The horizontal coordinates were scaled from a map and have
 EJ0945.an estimated accuracy of +/- 6 seconds.
 EJ0945
 EJ0945.The orthometric height was determined by differential leveling and
 EJ0945.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0945.in June 1991.
 EJ0945
 EJ0945.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0945.GEOID18 height accuracy estimate available here.
 EJ0945
 EJ0945.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU146501(NAD 83)
 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
 EJ0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0945.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0945
 EJ0945_MARKER: DB = BENCH MARK DISK
 EJ0945_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0945_STAMPING: P 73 1935
 EJ0945_MARK LOGO: CGS
 EJ0945_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0945
 EJ0945  HISTORY     - Date     Condition        Report By
 EJ0945  HISTORY     - 1935     MONUMENTED       CGS
 EJ0945  HISTORY     - 1935     GOOD             CGS
 EJ0945  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ0945
 EJ0945                          STATION DESCRIPTION
 EJ0945
 EJ0945'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FF1242 ***********************************************************************
 FF1242  DESIGNATION -  P 74
 FF1242  PID         -  FF1242
 FF1242  STATE/COUNTY-  AR/JACKSON
 FF1242  COUNTRY     -  US
 FF1242  USGS QUAD   -  MCCRORY (2017)
 FF1242
 FF1242                         *CURRENT SURVEY CONTROL
 FF1242  ______________________________________________________________________
 FF1242* NAD 83(1986) POSITION- 35 21 42.     (N) 091 13 48.     (W)   SCALED
 FF1242* NAVD 88 ORTHO HEIGHT -    67.215 (meters)      220.52  (feet) ADJUSTED
 FF1242  ______________________________________________________________________
 FF1242  GEOID HEIGHT    -        -27.417 (meters)                     GEOID18
 FF1242  DYNAMIC HEIGHT  -         67.155 (meters)      220.32  (feet) COMP
 FF1242  MODELED GRAVITY -    979,744.2   (mgal)                       NAVD 88
 FF1242
 FF1242  VERT ORDER      -  SECOND    CLASS 0
 FF1242
 FF1242.The horizontal coordinates were scaled from a map and have
 FF1242.an estimated accuracy of +/- 6 seconds.
 FF1242
 FF1242.The orthometric height was determined by differential leveling and
 FF1242.adjusted by the NATIONAL GEODETIC SURVEY
 FF1242.in June 1991.
 FF1242
 FF1242.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1242.GEOID18 height accuracy estimate available here.
 FF1242
 FF1242.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV608145(NAD 83)
 FF1242
 FF1242                          SUPERSEDED SURVEY CONTROL
 FF1242
 FF1242  NGVD 29 (11/26/84)   67.169  (m)          220.37   (f) ADJUSTED    2 0
 FF1242
 FF1242.Superseded values are not recommended for survey control.
 FF1242
 FF1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1242.See file dsdata.pdf to determine how the superseded data were derived.
 FF1242
 FF1242_MARKER: DB = BENCH MARK DISK
 FF1242_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF1242_STAMPING: 220.334 P 74 1934
 FF1242_MARK LOGO: CGS
 FF1242_PROJECTION: PROJECTING 40 CENTIMETERS
 FF1242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0875 ***********************************************************************
 FF0875  DESIGNATION -  P 75
 FF0875  PID         -  FF0875
 FF0875  STATE/COUNTY-  AR/CRAIGHEAD
 FF0875  COUNTRY     -  US
 FF0875  USGS QUAD   -  RISHER (2017)
 FF0875
 FF0875                         *CURRENT SURVEY CONTROL
 FF0875  ______________________________________________________________________
 FF0875* NAD 83(1986) POSITION- 35 44 47.     (N) 090 58 26.     (W)   SCALED
 FF0875* NAVD 88 ORTHO HEIGHT -    74.542 (meters)      244.56  (feet) ADJUSTED
 FF0875  ______________________________________________________________________
 FF0875  GEOID HEIGHT    -        -27.724 (meters)                     GEOID18
 FF0875  DYNAMIC HEIGHT  -         74.478 (meters)      244.35  (feet) COMP
 FF0875  MODELED GRAVITY -    979,781.4   (mgal)                       NAVD 88
 FF0875
 FF0875  VERT ORDER      -  SECOND    CLASS 0
 FF0875
 FF0875.The horizontal coordinates were scaled from a map and have
 FF0875.an estimated accuracy of +/- 6 seconds.
 FF0875
 FF0875.The orthometric height was determined by differential leveling and
 FF0875.adjusted by the NATIONAL GEODETIC SURVEY
 FF0875.in June 1991.
 FF0875
 FF0875.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0875.GEOID18 height accuracy estimate available here.
 FF0875
 FF0875.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV832577(NAD 83)
 FF0875
 FF0875                          SUPERSEDED SURVEY CONTROL
 FF0875
 FF0875  NGVD 29 (11/26/84)   74.466  (m)          244.31   (f) ADJUSTED    2 0
 FF0875
 FF0875.Superseded values are not recommended for survey control.
 FF0875
 FF0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0875.See file dsdata.pdf to determine how the superseded data were derived.
 FF0875
 FF0875_MARKER: DB = BENCH MARK DISK
 FF0875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF0875_STAMPING: P 75 1934
 FF0875_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0799 ***********************************************************************
 FF0799  DESIGNATION -  P 76
 FF0799  PID         -  FF0799
 FF0799  STATE/COUNTY-  AR/POINSETT
 FF0799  COUNTRY     -  US
 FF0799  USGS QUAD   -  HARRISBURG (2017)
 FF0799
 FF0799                         *CURRENT SURVEY CONTROL
 FF0799  ______________________________________________________________________
 FF0799* NAD 83(1986) POSITION- 35 31 12.     (N) 090 43 33.     (W)   SCALED
 FF0799* NAVD 88 ORTHO HEIGHT -    87.433 (meters)      286.85  (feet) ADJUSTED
 FF0799  ______________________________________________________________________
 FF0799  GEOID HEIGHT    -        -27.566 (meters)                     GEOID18
 FF0799  DYNAMIC HEIGHT  -         87.356 (meters)      286.60  (feet) COMP
 FF0799  MODELED GRAVITY -    979,753.2   (mgal)                       NAVD 88
 FF0799
 FF0799  VERT ORDER      -  FIRST     CLASS II
 FF0799
 FF0799.The horizontal coordinates were scaled from a map and have
 FF0799.an estimated accuracy of +/- 6 seconds.
 FF0799
 FF0799.The orthometric height was determined by differential leveling and
 FF0799.adjusted by the NATIONAL GEODETIC SURVEY
 FF0799.in June 1991.
 FF0799
 FF0799.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0799.GEOID18 height accuracy estimate available here.
 FF0799
 FF0799.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV062330(NAD 83)
 FF0799
 FF0799                          SUPERSEDED SURVEY CONTROL
 FF0799
 FF0799  NGVD 29 (11/26/84)   87.378  (m)          286.67   (f) ADJUSTED    1 2
 FF0799
 FF0799.Superseded values are not recommended for survey control.
 FF0799
 FF0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0799.See file dsdata.pdf to determine how the superseded data were derived.
 FF0799
 FF0799_MARKER: DB = BENCH MARK DISK
 FF0799_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FF0799_STAMPING: P 76 1934
 FF0799_MARK LOGO: CGS
 FF0799_PROJECTION: PROJECTING 5 CENTIMETERS
 FF0799_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 DK1438 ***********************************************************************
 DK1438  DESIGNATION -  P 77
 DK1438  PID         -  DK1438
 DK1438  STATE/COUNTY-  AR/LINCOLN
 DK1438  COUNTRY     -  US
 DK1438  USGS QUAD   -  STAR CITY (2017)
 DK1438
 DK1438                         *CURRENT SURVEY CONTROL
 DK1438  ______________________________________________________________________
 DK1438* NAD 83(1986) POSITION- 33 55 54.8    (N) 091 50 42.0    (W)   HD_HELD2
 DK1438* NAVD 88 ORTHO HEIGHT -    83.960 (meters)      275.46  (feet) ADJUSTED
 DK1438  ______________________________________________________________________
 DK1438  GEOID HEIGHT    -        -25.831 (meters)                     GEOID18
 DK1438  DYNAMIC HEIGHT  -         83.875 (meters)      275.18  (feet) COMP
 DK1438  MODELED GRAVITY -    979,627.7   (mgal)                       NAVD 88
 DK1438
 DK1438  VERT ORDER      -  SECOND    CLASS 0
 DK1438
 DK1438.The horizontal coordinates were established by autonomous hand held GPS
 DK1438.observations and have an estimated accuracy of +/- 10 meters.
 DK1438
 DK1438.The orthometric height was determined by differential leveling and
 DK1438.adjusted by the NATIONAL GEODETIC SURVEY
 DK1438.in June 1991.
 DK1438
 DK1438.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1438.GEOID18 height accuracy estimate available here.
 DK1438
 DK1438.Click photographs - Photos may exist for this station.
 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     -   540,339.      414,330.      MT  (+/- 10 meters HH2 GPS)
 DK1438
 DK1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT0674955204(NAD 83)
 DK1438
 DK1438                          SUPERSEDED SURVEY CONTROL
 DK1438
 DK1438  NGVD 29 (11/26/84)   84.047  (m)          275.74   (f) ADJUSTED    2 0
 DK1438
 DK1438.Superseded values are not recommended for survey control.
 DK1438
 DK1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1438.See file dsdata.pdf to determine how the superseded data were derived.
 DK1438
 DK1438_MARKER: DB = BENCH MARK DISK
 DK1438_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DK1438_STAMPING: P 77 1935
 DK1438_MARK LOGO: CGS
 DK1438_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1438_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK1438+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2016
 DK1438
 DK1438  HISTORY     - Date     Condition        Report By
 DK1438  HISTORY     - 1935     MONUMENTED       CGS
 DK1438  HISTORY     - 1972     GOOD             USGS
 DK1438  HISTORY     - 20100323 GOOD             ARHD
 DK1438  HISTORY     - 20160920 GOOD             ARHD
 DK1438
 DK1438                          STATION DESCRIPTION
 DK1438
 DK1438'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 DK1438'IN 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, T9S, R7W, 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.
 DK1438
 DK1438                          STATION RECOVERY (2010)
 DK1438
 DK1438'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2010 (ST)
 DK1438'RECOVERED IN GOOD CONDITION.
 DK1438
 DK1438                          STATION RECOVERY (2016)
 DK1438
 DK1438'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (WDA)
 DK1438'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0788 ***********************************************************************
 EJ0788  DESIGNATION -  P 78
 EJ0788  PID         -  EJ0788
 EJ0788  STATE/COUNTY-  AR/GARLAND
 EJ0788  COUNTRY     -  US
 EJ0788  USGS QUAD   -  FOUNTAIN LAKE (2017)
 EJ0788
 EJ0788                         *CURRENT SURVEY CONTROL
 EJ0788  ______________________________________________________________________
 EJ0788* NAD 83(1986) POSITION- 34 30 30.     (N) 092 56 20.     (W)   SCALED
 EJ0788* NAVD 88 ORTHO HEIGHT -   137.920 (meters)      452.49  (feet) ADJUSTED
 EJ0788  ______________________________________________________________________
 EJ0788  GEOID HEIGHT    -        -26.894 (meters)                     GEOID18
 EJ0788  DYNAMIC HEIGHT  -        137.786 (meters)      452.05  (feet) COMP
 EJ0788  MODELED GRAVITY -    979,659.9   (mgal)                       NAVD 88
 EJ0788
 EJ0788  VERT ORDER      -  SECOND    CLASS 0
 EJ0788
 EJ0788.The horizontal coordinates were scaled from a map and have
 EJ0788.an estimated accuracy of +/- 6 seconds.
 EJ0788
 EJ0788.The orthometric height was determined by differential leveling and
 EJ0788.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0788.in June 1991.
 EJ0788
 EJ0788.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0788.GEOID18 height accuracy estimate available here.
 EJ0788
 EJ0788.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU056185(NAD 83)
 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
 EJ0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0788.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0788
 EJ0788_MARKER: DB = BENCH MARK DISK
 EJ0788_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0788_STAMPING: P 78 1935
 EJ0788_MARK LOGO: CGS
 EJ0788_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0788
 EJ0788  HISTORY     - Date     Condition        Report By
 EJ0788  HISTORY     - 1935     MONUMENTED       CGS
 EJ0788  HISTORY     - 1939     GOOD             CGS
 EJ0788  HISTORY     - 20110921 MARK NOT FOUND   ARHD
 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 COAST AND GEODETIC SURVEY 1939
 EJ0788'RECOVERED IN GOOD CONDITION.
 EJ0788
 EJ0788                          STATION RECOVERY (2011)
 EJ0788
 EJ0788'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (AMC)
 EJ0788'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0753 ***********************************************************************
 EJ0753  DESIGNATION -  P 79
 EJ0753  PID         -  EJ0753
 EJ0753  STATE/COUNTY-  AR/SALINE
 EJ0753  COUNTRY     -  US
 EJ0753  USGS QUAD   -  BENTON (2017)
 EJ0753
 EJ0753                         *CURRENT SURVEY CONTROL
 EJ0753  ______________________________________________________________________
 EJ0753* NAD 83(1986) POSITION- 34 33 17.     (N) 092 35 07.     (W)   SCALED
 EJ0753* NAVD 88 ORTHO HEIGHT -    92.982 (meters)      305.06  (feet) ADJUSTED
 EJ0753  ______________________________________________________________________
 EJ0753  GEOID HEIGHT    -        -26.386 (meters)                     GEOID18
 EJ0753  DYNAMIC HEIGHT  -         92.896 (meters)      304.78  (feet) COMP
 EJ0753  MODELED GRAVITY -    979,703.9   (mgal)                       NAVD 88
 EJ0753
 EJ0753  VERT ORDER      -  FIRST     CLASS II
 EJ0753
 EJ0753.The horizontal coordinates were scaled from a map and have
 EJ0753.an estimated accuracy of +/- 6 seconds.
 EJ0753
 EJ0753.The orthometric height was determined by differential leveling and
 EJ0753.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0753.in June 1991.
 EJ0753
 EJ0753.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0753.GEOID18 height accuracy estimate available here.
 EJ0753
 EJ0753.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU380237(NAD 83)
 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
 EJ0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0753.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0753
 EJ0753_MARKER: DB = BENCH MARK DISK
 EJ0753_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0753_STAMPING: P 79 1935
 EJ0753_MARK LOGO: CGS
 EJ0753_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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  HISTORY     - 20140422 MARK NOT FOUND   ARHD
 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.
 EJ0753
 EJ0753                          STATION RECOVERY (2014)
 EJ0753
 EJ0753'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (VJB)
 EJ0753'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0126 ***********************************************************************
 GF0126  DESIGNATION -  P 8
 GF0126  PID         -  GF0126
 GF0126  STATE/COUNTY-  AR/MARION
 GF0126  COUNTRY     -  US
 GF0126  USGS QUAD   -  BRUNO (2017)
 GF0126
 GF0126                         *CURRENT SURVEY CONTROL
 GF0126  ______________________________________________________________________
 GF0126* NAD 83(1986) POSITION- 36 14 13.     (N) 092 48 20.     (W)   SCALED
 GF0126* NAVD 88 ORTHO HEIGHT -   213.132 (meters)      699.25  (feet) ADJUSTED
 GF0126  ______________________________________________________________________
 GF0126  GEOID HEIGHT    -        -28.431 (meters)                     GEOID18
 GF0126  DYNAMIC HEIGHT  -        212.943 (meters)      698.63  (feet) COMP
 GF0126  MODELED GRAVITY -    979,741.1   (mgal)                       NAVD 88
 GF0126
 GF0126  VERT ORDER      -  SECOND    CLASS 0
 GF0126
 GF0126.The horizontal coordinates were scaled from a map and have
 GF0126.an estimated accuracy of +/- 6 seconds.
 GF0126
 GF0126.The orthometric height was determined by differential leveling and
 GF0126.adjusted by the NATIONAL GEODETIC SURVEY
 GF0126.in June 1991.
 GF0126
 GF0126.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0126.GEOID18 height accuracy estimate available here.
 GF0126
 GF0126.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA174102(NAD 83)
 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
 GF0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0126.See file dsdata.pdf to determine how the superseded data were derived.
 GF0126
 GF0126_MARKER: DB = BENCH MARK DISK
 GF0126_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GF0126_STAMPING: P 8 1934
 GF0126_MARK LOGO: CGS
 GF0126_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1330 ***********************************************************************
 FF1330  DESIGNATION -  P 8
 FF1330  PID         -  FF1330
 FF1330  STATE/COUNTY-  AR/WHITE
 FF1330  COUNTRY     -  US
 FF1330  USGS QUAD   -  BALD KNOB (2017)
 FF1330
 FF1330                         *CURRENT SURVEY CONTROL
 FF1330  ______________________________________________________________________
 FF1330* NAD 83(1986) POSITION- 35 17 08.     (N) 091 36 23.     (W)   SCALED
 FF1330* NAVD 88 ORTHO HEIGHT -    68.274 (meters)      224.00  (feet) ADJUSTED
 FF1330  ______________________________________________________________________
 FF1330  GEOID HEIGHT    -        -27.335 (meters)                     GEOID18
 FF1330  DYNAMIC HEIGHT  -         68.212 (meters)      223.79  (feet) COMP
 FF1330  MODELED GRAVITY -    979,738.7   (mgal)                       NAVD 88
 FF1330
 FF1330  VERT ORDER      -  FIRST     CLASS II
 FF1330
 FF1330.The horizontal coordinates were scaled from a map and have
 FF1330.an estimated accuracy of +/- 6 seconds.
 FF1330
 FF1330.The orthometric height was determined by differential leveling and
 FF1330.adjusted by the NATIONAL GEODETIC SURVEY
 FF1330.in June 1991.
 FF1330
 FF1330.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1330.GEOID18 height accuracy estimate available here.
 FF1330
 FF1330.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV267056(NAD 83)
 FF1330
 FF1330                          SUPERSEDED SURVEY CONTROL
 FF1330
 FF1330  NGVD 29 (11/26/84)   68.228  (m)          223.84   (f) ADJUSTED    1 2
 FF1330
 FF1330.Superseded values are not recommended for survey control.
 FF1330
 FF1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1330.See file dsdata.pdf to determine how the superseded data were derived.
 FF1330
 FF1330_MARKER: DB = BENCH MARK DISK
 FF1330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1330_STAMPING: 223.845 P 8 1931
 FF1330_MARK LOGO: CGS
 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  HISTORY     - 20110719 MARK NOT FOUND   ARHD
 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.
 FF1330
 FF1330                          STATION RECOVERY (2011)
 FF1330
 FF1330'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2011 (SES)
 FF1330'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0550 ***********************************************************************
 EJ0550  DESIGNATION -  P 80
 EJ0550  PID         -  EJ0550
 EJ0550  STATE/COUNTY-  AR/JEFFERSON
 EJ0550  COUNTRY     -  US
 EJ0550  USGS QUAD   -  HARDIN (2017)
 EJ0550
 EJ0550                         *CURRENT SURVEY CONTROL
 EJ0550  ______________________________________________________________________
 EJ0550* NAD 83(1986) POSITION- 34 15 57.7    (N) 092 09 00.9    (W)   HD_HELD2
 EJ0550* NAVD 88 ORTHO HEIGHT -    91.812 (meters)      301.22  (feet) ADJUSTED
 EJ0550  ______________________________________________________________________
 EJ0550  GEOID HEIGHT    -        -25.989 (meters)                     GEOID18
 EJ0550  DYNAMIC HEIGHT  -         91.722 (meters)      300.92  (feet) COMP
 EJ0550  MODELED GRAVITY -    979,663.7   (mgal)                       NAVD 88
 EJ0550
 EJ0550  VERT ORDER      -  SECOND    CLASS 0
 EJ0550
 EJ0550.The horizontal coordinates were established by autonomous hand held GPS
 EJ0550.observations and have an estimated accuracy of +/- 10 meters.
 EJ0550
 EJ0550.The orthometric height was determined by differential leveling and
 EJ0550.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0550.in June 1991.
 EJ0550
 EJ0550.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0550.GEOID18 height accuracy estimate available here.
 EJ0550
 EJ0550.Click photographs - Photos may exist for this station.
 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     -   577,400.      386,164.      MT  (+/- 10 meters HH2 GPS)
 EJ0550
 EJ0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT7822891979(NAD 83)
 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
 EJ0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0550.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0550
 EJ0550_MARKER: DB = BENCH MARK DISK
 EJ0550_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0550_STAMPING: P 80 1935
 EJ0550_MARK LOGO: CGS
 EJ0550_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0550_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EJ0550+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2016
 EJ0550
 EJ0550  HISTORY     - Date     Condition        Report By
 EJ0550  HISTORY     - 1935     MONUMENTED       CGS
 EJ0550  HISTORY     - 1970     GOOD             USGS
 EJ0550  HISTORY     - 20080108 GOOD             ARHD
 EJ0550  HISTORY     - 20160928 GOOD             ARHD
 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.
 EJ0550
 EJ0550                          STATION RECOVERY (2008)
 EJ0550
 EJ0550'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2008
 EJ0550'RECOVERED IN GOOD CONDITION.
 EJ0550
 EJ0550                          STATION RECOVERY (2016)
 EJ0550
 EJ0550'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (WDA)
 EJ0550'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0681 ***********************************************************************
 EJ0681  DESIGNATION -  P 81
 EJ0681  PID         -  EJ0681
 EJ0681  STATE/COUNTY-  AR/DALLAS
 EJ0681  COUNTRY     -  US
 EJ0681  USGS QUAD   -  CARTHAGE (2017)
 EJ0681
 EJ0681                         *CURRENT SURVEY CONTROL
 EJ0681  ______________________________________________________________________
 EJ0681* NAD 83(1986) POSITION- 34 01 04.     (N) 092 30 30.     (W)   SCALED
 EJ0681* NAVD 88 ORTHO HEIGHT -    79.382 (meters)      260.44  (feet) ADJUSTED
 EJ0681  ______________________________________________________________________
 EJ0681  GEOID HEIGHT    -        -26.149 (meters)                     GEOID18
 EJ0681  DYNAMIC HEIGHT  -         79.302 (meters)      260.18  (feet) COMP
 EJ0681  MODELED GRAVITY -    979,635.0   (mgal)                       NAVD 88
 EJ0681
 EJ0681  VERT ORDER      -  SECOND    CLASS 0
 EJ0681
 EJ0681.The horizontal coordinates were scaled from a map and have
 EJ0681.an estimated accuracy of +/- 6 seconds.
 EJ0681
 EJ0681.The orthometric height was determined by differential leveling and
 EJ0681.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0681.in June 1991.
 EJ0681
 EJ0681.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0681.GEOID18 height accuracy estimate available here.
 EJ0681
 EJ0681.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT453642(NAD 83)
 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
 EJ0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0681.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0681
 EJ0681_MARKER: DB = BENCH MARK DISK
 EJ0681_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0681_STAMPING: P 81 1935
 EJ0681_MARK LOGO: CGS
 EJ0681_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 DK1431 ***********************************************************************
 DK1431  DESIGNATION -  P 83
 DK1431  PID         -  DK1431
 DK1431  STATE/COUNTY-  AR/DREW
 DK1431  COUNTRY     -  US
 DK1431  USGS QUAD   -  WILMAR SOUTH (2017)
 DK1431
 DK1431                         *CURRENT SURVEY CONTROL
 DK1431  ______________________________________________________________________
 DK1431* NAD 83(1986) POSITION- 33 37 23.     (N) 091 58 21.     (W)   SCALED
 DK1431* NAVD 88 ORTHO HEIGHT -    38.113 (meters)      125.04  (feet) ADJUSTED
 DK1431  ______________________________________________________________________
 DK1431  GEOID HEIGHT    -        -25.817 (meters)                     GEOID18
 DK1431  DYNAMIC HEIGHT  -         38.074 (meters)      124.91  (feet) COMP
 DK1431  MODELED GRAVITY -    979,620.7   (mgal)                       NAVD 88
 DK1431
 DK1431  VERT ORDER      -  SECOND    CLASS 0
 DK1431
 DK1431.The horizontal coordinates were scaled from a map and have
 DK1431.an estimated accuracy of +/- 6 seconds.
 DK1431
 DK1431.The orthometric height was determined by differential leveling and
 DK1431.adjusted by the NATIONAL GEODETIC SURVEY
 DK1431.in June 1991.
 DK1431
 DK1431.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1431.GEOID18 height accuracy estimate available here.
 DK1431
 DK1431.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT953208(NAD 83)
 DK1431
 DK1431                          SUPERSEDED SURVEY CONTROL
 DK1431
 DK1431  NGVD 29 (11/26/84)   38.210  (m)          125.36   (f) ADJUSTED    2 0
 DK1431
 DK1431.Superseded values are not recommended for survey control.
 DK1431
 DK1431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1431.See file dsdata.pdf to determine how the superseded data were derived.
 DK1431
 DK1431_MARKER: DB = BENCH MARK DISK
 DK1431_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DK1431_STAMPING: P 83 1935
 DK1431_MARK LOGO: CGS
 DK1431_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0634 ***********************************************************************
 EJ0634  DESIGNATION -  P 84
 EJ0634  PID         -  EJ0634
 EJ0634  STATE/COUNTY-  AR/GRANT
 EJ0634  COUNTRY     -  US
 EJ0634  USGS QUAD   -  CANE CREEK (2017)
 EJ0634
 EJ0634                         *CURRENT SURVEY CONTROL
 EJ0634  ______________________________________________________________________
 EJ0634* NAD 83(1986) POSITION- 34 25 21.     (N) 092 22 11.     (W)   SCALED
 EJ0634* NAVD 88 ORTHO HEIGHT -    76.479 (meters)      250.91  (feet) ADJUSTED
 EJ0634  ______________________________________________________________________
 EJ0634  GEOID HEIGHT    -        -26.085 (meters)                     GEOID18
 EJ0634  DYNAMIC HEIGHT  -         76.407 (meters)      250.68  (feet) COMP
 EJ0634  MODELED GRAVITY -    979,692.0   (mgal)                       NAVD 88
 EJ0634
 EJ0634  VERT ORDER      -  SECOND    CLASS 0
 EJ0634
 EJ0634.The horizontal coordinates were scaled from a map and have
 EJ0634.an estimated accuracy of +/- 6 seconds.
 EJ0634
 EJ0634.The orthometric height was determined by differential leveling and
 EJ0634.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0634.in June 1991.
 EJ0634
 EJ0634.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0634.GEOID18 height accuracy estimate available here.
 EJ0634
 EJ0634.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU579091(NAD 83)
 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
 EJ0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0634.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0634
 EJ0634_MARKER: DB = BENCH MARK DISK
 EJ0634_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0634_STAMPING: P 84 1935
 EJ0634_MARK LOGO: CGS
 EJ0634_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0634
 EJ0634  HISTORY     - Date     Condition        Report By
 EJ0634  HISTORY     - 1935     MONUMENTED       CGS
 EJ0634  HISTORY     - 1964     GOOD             CGS
 EJ0634
 EJ0634                          STATION DESCRIPTION
 EJ0634
 EJ0634'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG0900 ***********************************************************************
 FG0900  DESIGNATION -  P 85
 FG0900  PID         -  FG0900
 FG0900  STATE/COUNTY-  AR/JOHNSON
 FG0900  COUNTRY     -  US
 FG0900  USGS QUAD   -  HAGARVILLE (2017)
 FG0900
 FG0900                         *CURRENT SURVEY CONTROL
 FG0900  ______________________________________________________________________
 FG0900* NAD 83(1986) POSITION- 35 30 49.     (N) 093 20 05.     (W)   SCALED
 FG0900* NAVD 88 ORTHO HEIGHT -   161.791 (meters)      530.81  (feet) ADJUSTED
 FG0900  ______________________________________________________________________
 FG0900  GEOID HEIGHT    -        -28.900 (meters)                     GEOID18
 FG0900  DYNAMIC HEIGHT  -        161.640 (meters)      530.31  (feet) COMP
 FG0900  MODELED GRAVITY -    979,702.0   (mgal)                       NAVD 88
 FG0900
 FG0900  VERT ORDER      -  SECOND    CLASS 0
 FG0900
 FG0900.The horizontal coordinates were scaled from a map and have
 FG0900.an estimated accuracy of +/- 6 seconds.
 FG0900
 FG0900.The orthometric height was determined by differential leveling and
 FG0900.adjusted by the NATIONAL GEODETIC SURVEY
 FG0900.in June 1991.
 FG0900
 FG0900.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0900.GEOID18 height accuracy estimate available here.
 FG0900
 FG0900.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV696300(NAD 83)
 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
 FG0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0900.See file dsdata.pdf to determine how the superseded data were derived.
 FG0900
 FG0900_MARKER: DB = BENCH MARK DISK
 FG0900_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG0900_STAMPING: P 85 1935
 FG0900_MARK LOGO: CGS
 FG0900_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 FG0901 ***********************************************************************
 FG0901  DESIGNATION -  P 85 RESET
 FG0901  PID         -  FG0901
 FG0901  STATE/COUNTY-  AR/JOHNSON
 FG0901  COUNTRY     -  US
 FG0901  USGS QUAD   -  HAGARVILLE (2017)
 FG0901
 FG0901                         *CURRENT SURVEY CONTROL
 FG0901  ______________________________________________________________________
 FG0901* NAD 83(1986) POSITION- 35 30 50.     (N) 093 20 05.     (W)   SCALED
 FG0901* NAVD 88 ORTHO HEIGHT -   161.59  (meters)      530.1   (feet) RESET
 FG0901  ______________________________________________________________________
 FG0901  GEOID HEIGHT    -        -28.899 (meters)                     GEOID18
 FG0901  VERT ORDER      -  THIRD
 FG0901
 FG0901.The horizontal coordinates were scaled from a map and have
 FG0901.an estimated accuracy of +/- 6 seconds.
 FG0901
 FG0901.The orthometric height was computed from unverified reset data.
 FG0901
 FG0901.No vertical observational check was made to the station.
 FG0901
 FG0901.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG0901.GEOID18 height accuracy estimate available here.
 FG0901
 FG0901.Click photographs - Photos may exist for this station.
 FG0901
 FG0901;                    North         East    Units  Estimated Accuracy
 FG0901;SPC AR N     -   131,790.      278,930.      MT  (+/- 180 meters Scaled)
 FG0901
 FG0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV696300(NAD 83)
 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
 FG0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG0901.See file dsdata.pdf to determine how the superseded data were derived.
 FG0901
 FG0901_MARKER: DB = BENCH MARK DISK
 FG0901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG0901_STAMPING: P 85 RESET 1958
 FG0901_MARK LOGO: CGS
 FG0901_PROJECTION: PROJECTING 15 CENTIMETERS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF0179 ***********************************************************************
 FF0179  DESIGNATION -  P 86
 FF0179  PID         -  FF0179
 FF0179  STATE/COUNTY-  AR/CRITTENDEN
 FF0179  COUNTRY     -  US
 FF0179  USGS QUAD   -  CRAWFORDSVILLE (2017)
 FF0179
 FF0179                         *CURRENT SURVEY CONTROL
 FF0179  ______________________________________________________________________
 FF0179* NAD 83(1986) POSITION- 35 11 59.     (N) 090 16 10.     (W)   SCALED
 FF0179* NAVD 88 ORTHO HEIGHT -    68.180 (meters)      223.69  (feet) POSTED
 FF0179  ______________________________________________________________________
 FF0179  GEOID HEIGHT    -        -27.306 (meters)                     GEOID18
 FF0179  DYNAMIC HEIGHT  -         68.12  (meters)      223.5   (feet) COMP
 FF0179  MODELED GRAVITY -    979,737.8   (mgal)                       NAVD 88
 FF0179
 FF0179  VERT ORDER      -  * POSTED, SEE BELOW
 FF0179
 FF0179.The horizontal coordinates were scaled from a 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
 FF0179.* This is a POSTED BENCH MARK height.
 FF0179
 FF0179.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF0179.GEOID18 height accuracy estimate available here.
 FF0179
 FF0179.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU485986(NAD 83)
 FF0179
 FF0179                          SUPERSEDED SURVEY CONTROL
 FF0179
 FF0179  NGVD 29 (11/26/84)   68.186  (m)          223.71   (f) ADJUSTED    2 0
 FF0179
 FF0179.Superseded values are not recommended for survey control.
 FF0179
 FF0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF0179.See file dsdata.pdf to determine how the superseded data were derived.
 FF0179
 FF0179_MARKER: DB = BENCH MARK DISK
 FF0179_SETTING: 7 = 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 = MARCH 20, 2026 22:17:28 EDT
 EH1279 ***********************************************************************
 EH1279  DESIGNATION -  P 87
 EH1279  PID         -  EH1279
 EH1279  STATE/COUNTY-  AR/PRAIRIE
 EH1279  COUNTRY     -  US
 EH1279  USGS QUAD   -  DE VALLS BLUFF (2017)
 EH1279
 EH1279                         *CURRENT SURVEY CONTROL
 EH1279  ______________________________________________________________________
 EH1279* NAD 83(1986) POSITION- 34 47 33.     (N) 091 29 17.     (W)   SCALED
 EH1279* NAVD 88 ORTHO HEIGHT -    68.427 (meters)      224.50  (feet) ADJUSTED
 EH1279  ______________________________________________________________________
 EH1279  GEOID HEIGHT    -        -26.954 (meters)                     GEOID18
 EH1279  DYNAMIC HEIGHT  -         68.363 (meters)      224.29  (feet) COMP
 EH1279  MODELED GRAVITY -    979,696.7   (mgal)                       NAVD 88
 EH1279
 EH1279  VERT ORDER      -  FIRST     CLASS II
 EH1279
 EH1279.The horizontal coordinates were scaled from a map and have
 EH1279.an estimated accuracy of +/- 6 seconds.
 EH1279
 EH1279.The orthometric height was determined by differential leveling and
 EH1279.adjusted by the NATIONAL GEODETIC SURVEY
 EH1279.in June 1991.
 EH1279
 EH1279.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH1279.GEOID18 height accuracy estimate available here.
 EH1279
 EH1279.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU383510(NAD 83)
 EH1279
 EH1279                          SUPERSEDED SURVEY CONTROL
 EH1279
 EH1279  NGVD 29 (11/26/84)   68.432  (m)          224.51   (f) ADJUSTED    1 2
 EH1279
 EH1279.Superseded values are not recommended for survey control.
 EH1279
 EH1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH1279.See file dsdata.pdf to determine how the superseded data were derived.
 EH1279
 EH1279_MARKER: DB = BENCH MARK DISK
 EH1279_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EH1279_STAMPING: P 87 1935
 EH1279_MARK LOGO: CGS
 EH1279_PROJECTION: PROJECTING 18 CENTIMETERS
 EH1279_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EK0277 ***********************************************************************
 EK0277  DESIGNATION -  P 88
 EK0277  PID         -  EK0277
 EK0277  STATE/COUNTY-  AR/HOWARD
 EK0277  COUNTRY     -  US
 EK0277  USGS QUAD   -  GILLHAM DAM (2017)
 EK0277
 EK0277                         *CURRENT SURVEY CONTROL
 EK0277  ______________________________________________________________________
 EK0277* NAD 83(1986) POSITION- 34 11 48.     (N) 094 11 27.     (W)   SCALED
 EK0277* NAVD 88 ORTHO HEIGHT -   237.549 (meters)      779.36  (feet) ADJUSTED
 EK0277  ______________________________________________________________________
 EK0277  GEOID HEIGHT    -        -28.189 (meters)                     GEOID18
 EK0277  DYNAMIC HEIGHT  -        237.306 (meters)      778.56  (feet) COMP
 EK0277  MODELED GRAVITY -    979,607.9   (mgal)                       NAVD 88
 EK0277
 EK0277  VERT ORDER      -  SECOND    CLASS 0
 EK0277
 EK0277.The horizontal coordinates were scaled from a map and have
 EK0277.an estimated accuracy of +/- 6 seconds.
 EK0277
 EK0277.The orthometric height was determined by differential leveling and
 EK0277.adjusted by the NATIONAL GEODETIC SURVEY
 EK0277.in June 1991.
 EK0277
 EK0277.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0277.GEOID18 height accuracy estimate available here.
 EK0277
 EK0277.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT902846(NAD 83)
 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
 EK0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0277.See file dsdata.pdf to determine how the superseded data were derived.
 EK0277
 EK0277_MARKER: DB = BENCH MARK DISK
 EK0277_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EK0277_STAMPING: P 88 1935
 EK0277_MARK LOGO: CGS
 EK0277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EK0277
 EK0277  HISTORY     - Date     Condition        Report By
 EK0277  HISTORY     - 1935     MONUMENTED       CGS
 EK0277  HISTORY     - 1962     GOOD             CGS
 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 COAST AND GEODETIC SURVEY 1962
 EK0277'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1424 ***********************************************************************
 EJ1424  DESIGNATION -  P 89
 EJ1424  PID         -  EJ1424
 EJ1424  STATE/COUNTY-  AR/HOWARD
 EJ1424  COUNTRY     -  US
 EJ1424  USGS QUAD   -  ATHENS (2017)
 EJ1424
 EJ1424                         *CURRENT SURVEY CONTROL
 EJ1424  ______________________________________________________________________
 EJ1424* NAD 83(1986) POSITION- 34 15 04.41   (N) 093 58 56.30   (W)   HD_HELD1
 EJ1424* NAVD 88 ORTHO HEIGHT -   224.272 (meters)      735.80  (feet) ADJUSTED
 EJ1424  ______________________________________________________________________
 EJ1424  GEOID HEIGHT    -        -28.028 (meters)                     GEOID18
 EJ1424  DYNAMIC HEIGHT  -        224.042 (meters)      735.04  (feet) COMP
 EJ1424  MODELED GRAVITY -    979,603.5   (mgal)                       NAVD 88
 EJ1424
 EJ1424  VERT ORDER      -  SECOND    CLASS 0
 EJ1424
 EJ1424.The horizontal coordinates were determined by differentially corrected
 EJ1424.hand held GPS observations or other comparable positioning techniques
 EJ1424.and have an estimated accuracy of +/- 3 meters.
 EJ1424
 EJ1424.The orthometric height was determined by differential leveling and
 EJ1424.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1424.in June 1991.
 EJ1424
 EJ1424.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1424.GEOID18 height accuracy estimate available here.
 EJ1424
 EJ1424.Click photographs - Photos may exist for this station.
 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     -   577,515.3     217,431.0     MT  (+/- 3 meters HH1 GPS) 
 EJ1424
 EJ1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT0955290448(NAD 83)
 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
 EJ1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1424.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1424
 EJ1424_MARKER: DB = BENCH MARK DISK
 EJ1424_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ1424_STAMPING: P 89 1935
 EJ1424_MARK LOGO: CGS
 EJ1424_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ1424
 EJ1424  HISTORY     - Date     Condition        Report By
 EJ1424  HISTORY     - 1935     MONUMENTED       CGS
 EJ1424  HISTORY     - 1962     GOOD             CGS
 EJ1424  HISTORY     - 20180814 MARK NOT FOUND   ARHD
 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 COAST AND GEODETIC SURVEY 1962
 EJ1424'RECOVERED IN GOOD CONDITION.
 EJ1424
 EJ1424                          STATION RECOVERY (2018)
 EJ1424
 EJ1424'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (BAB)
 EJ1424'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1116 ***********************************************************************
 FF1116  DESIGNATION -  P 9
 FF1116  PID         -  FF1116
 FF1116  STATE/COUNTY-  AR/LAWRENCE
 FF1116  COUNTRY     -  US
 FF1116  USGS QUAD   -  ALICIA (2017)
 FF1116
 FF1116                         *CURRENT SURVEY CONTROL
 FF1116  ______________________________________________________________________
 FF1116* NAD 83(1986) POSITION- 35 55 49.     (N) 091 03 29.     (W)   SCALED
 FF1116* NAVD 88 ORTHO HEIGHT -    78.106 (meters)      256.25  (feet) ADJUSTED
 FF1116  ______________________________________________________________________
 FF1116  GEOID HEIGHT    -        -27.967 (meters)                     GEOID18
 FF1116  DYNAMIC HEIGHT  -         78.041 (meters)      256.04  (feet) COMP
 FF1116  MODELED GRAVITY -    979,795.3   (mgal)                       NAVD 88
 FF1116
 FF1116  VERT ORDER      -  FIRST     CLASS II
 FF1116
 FF1116.The horizontal coordinates were scaled from a map and have
 FF1116.an estimated accuracy of +/- 6 seconds.
 FF1116
 FF1116.The orthometric height was determined by differential leveling and
 FF1116.adjusted by the NATIONAL GEODETIC SURVEY
 FF1116.in June 1991.
 FF1116
 FF1116.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1116.GEOID18 height accuracy estimate available here.
 FF1116
 FF1116.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV751779(NAD 83)
 FF1116
 FF1116                          SUPERSEDED SURVEY CONTROL
 FF1116
 FF1116  NGVD 29 (11/26/84)   78.025  (m)          255.99   (f) ADJUSTED    1 2
 FF1116
 FF1116.Superseded values are not recommended for survey control.
 FF1116
 FF1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1116.See file dsdata.pdf to determine how the superseded data were derived.
 FF1116
 FF1116_MARKER: DB = BENCH MARK DISK
 FF1116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1116_STAMPING: 255.987 P 9 1931
 FF1116_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 DK1408 ***********************************************************************
 DK1408  DESIGNATION -  P 90
 DK1408  PID         -  DK1408
 DK1408  STATE/COUNTY-  AR/LINCOLN
 DK1408  COUNTRY     -  US
 DK1408  USGS QUAD   -  GOULD (2017)
 DK1408
 DK1408                         *CURRENT SURVEY CONTROL
 DK1408  ______________________________________________________________________
 DK1408* NAD 83(1986) POSITION- 33 59 00.     (N) 091 33 39.     (W)   SCALED
 DK1408* NAVD 88 ORTHO HEIGHT -    50.839 (meters)      166.79  (feet) ADJUSTED
 DK1408  ______________________________________________________________________
 DK1408  GEOID HEIGHT    -        -25.993 (meters)                     GEOID18
 DK1408  DYNAMIC HEIGHT  -         50.788 (meters)      166.63  (feet) COMP
 DK1408  MODELED GRAVITY -    979,647.6   (mgal)                       NAVD 88
 DK1408
 DK1408  VERT ORDER      -  SECOND    CLASS I
 DK1408
 DK1408.The horizontal coordinates were scaled from a map and have
 DK1408.an estimated accuracy of +/- 6 seconds.
 DK1408
 DK1408.The orthometric height was determined by differential leveling and
 DK1408.adjusted by the NATIONAL GEODETIC SURVEY
 DK1408.in September 2022.
 DK1408
 DK1408.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1408.GEOID18 height accuracy estimate available here.
 DK1408
 DK1408.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT329612(NAD 83)
 DK1408
 DK1408                          SUPERSEDED SURVEY CONTROL
 DK1408
 DK1408  NAVD 88 (06/15/91)   50.900  (m)          166.99   (f) SUPERSEDED  2 0
 DK1408  NGVD 29 (11/26/84)   50.976  (m)          167.24   (f) ADJUSTED    2 0
 DK1408
 DK1408.Superseded values are not recommended for survey control.
 DK1408
 DK1408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1408.See file dsdata.pdf to determine how the superseded data were derived.
 DK1408
 DK1408_MARKER: DB = BENCH MARK DISK
 DK1408_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DK1408_STAMPING: P 90 1935
 DK1408_MARK LOGO: CGS
 DK1408_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 DL0048 ***********************************************************************
 DL0048  DESIGNATION -  P 91
 DL0048  PID         -  DL0048
 DL0048  STATE/COUNTY-  AR/CALHOUN
 DL0048  COUNTRY     -  US
 DL0048  USGS QUAD   -  TINSMAN (2017)
 DL0048
 DL0048                         *CURRENT SURVEY CONTROL
 DL0048  ______________________________________________________________________
 DL0048* NAD 83(1986) POSITION- 33 44 33.     (N) 092 21 18.     (W)   SCALED
 DL0048* NAVD 88 ORTHO HEIGHT -    57.126 (meters)      187.42  (feet) ADJUSTED
 DL0048  ______________________________________________________________________
 DL0048  GEOID HEIGHT    -        -26.037 (meters)                     GEOID18
 DL0048  DYNAMIC HEIGHT  -         57.068 (meters)      187.23  (feet) COMP
 DL0048  MODELED GRAVITY -    979,611.4   (mgal)                       NAVD 88
 DL0048
 DL0048  VERT ORDER      -  SECOND    CLASS 0
 DL0048
 DL0048.The horizontal coordinates were scaled from a map and have
 DL0048.an estimated accuracy of +/- 6 seconds.
 DL0048
 DL0048.The orthometric height was determined by differential leveling and
 DL0048.adjusted by the NATIONAL GEODETIC SURVEY
 DL0048.in June 1991.
 DL0048
 DL0048.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0048.GEOID18 height accuracy estimate available here.
 DL0048
 DL0048.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT597337(NAD 83)
 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
 DL0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0048.See file dsdata.pdf to determine how the superseded data were derived.
 DL0048
 DL0048_MARKER: DB = BENCH MARK DISK
 DL0048_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL0048_SP_SET: CULVERT HEADWALL
 DL0048_STAMPING: P 91 1935
 DL0048_MARK LOGO: CGS
 DL0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL0048+STABILITY: SURFACE MOTION
 DL0048_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL0048+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2018
 DL0048
 DL0048  HISTORY     - Date     Condition        Report By
 DL0048  HISTORY     - 1935     MONUMENTED       CGS
 DL0048  HISTORY     - 1964     GOOD             CGS
 DL0048  HISTORY     - 20180214 GOOD             ARHD
 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 COAST AND GEODETIC SURVEY 1964
 DL0048'RECOVERED IN GOOD CONDITION.
 DL0048
 DL0048                          STATION RECOVERY (2018)
 DL0048
 DL0048'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2018 (BAB)
 DL0048'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK1395 ***********************************************************************
 DK1395  DESIGNATION -  P 92
 DK1395  PID         -  DK1395
 DK1395  STATE/COUNTY-  AR/ASHLEY
 DK1395  COUNTRY     -  US
 DK1395  USGS QUAD   -  CROSSETT NORTH (2017)
 DK1395
 DK1395                         *CURRENT SURVEY CONTROL
 DK1395  ______________________________________________________________________
 DK1395* NAD 83(1986) POSITION- 33 08 01.     (N) 091 57 14.     (W)   SCALED
 DK1395* NAVD 88 ORTHO HEIGHT -    48.886 (meters)      160.39  (feet) ADJUSTED
 DK1395  ______________________________________________________________________
 DK1395  GEOID HEIGHT    -        -25.930 (meters)                     GEOID18
 DK1395  DYNAMIC HEIGHT  -         48.833 (meters)      160.21  (feet) COMP
 DK1395  MODELED GRAVITY -    979,569.1   (mgal)                       NAVD 88
 DK1395
 DK1395  VERT ORDER      -  SECOND    CLASS 0
 DK1395
 DK1395.The horizontal coordinates were scaled from a map and have
 DK1395.an estimated accuracy of +/- 6 seconds.
 DK1395
 DK1395.The orthometric height was determined by differential leveling and
 DK1395.adjusted by the NATIONAL GEODETIC SURVEY
 DK1395.in June 1991.
 DK1395
 DK1395.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1395.GEOID18 height accuracy estimate available here.
 DK1395
 DK1395.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS975665(NAD 83)
 DK1395
 DK1395                          SUPERSEDED SURVEY CONTROL
 DK1395
 DK1395  NGVD 29 (11/26/84)   48.959  (m)          160.63   (f) ADJUSTED    2 0
 DK1395
 DK1395.Superseded values are not recommended for survey control.
 DK1395
 DK1395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1395.See file dsdata.pdf to determine how the superseded data were derived.
 DK1395
 DK1395_MARKER: DB = BENCH MARK DISK
 DK1395_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DK1395_STAMPING: P 92 1935
 DK1395_MARK LOGO: CGS
 DK1395_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK1395
 DK1395  HISTORY     - Date     Condition        Report By
 DK1395  HISTORY     - 1935     MONUMENTED       CGS
 DK1395  HISTORY     - 1945     GOOD             LOCENG
 DK1395  HISTORY     - 1972     POOR             USGS
 DK1395  HISTORY     - 20220316 MARK NOT FOUND   ARHD
 DK1395
 DK1395                          STATION DESCRIPTION
 DK1395
 DK1395'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1945
 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.
 DK1395
 DK1395                          STATION RECOVERY (2022)
 DK1395
 DK1395'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2022 (JH)
 DK1395'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1510 ***********************************************************************
 FG1510  DESIGNATION -  P 93
 FG1510  PID         -  FG1510
 FG1510  STATE/COUNTY-  AR/FRANKLIN
 FG1510  COUNTRY     -  US
 FG1510  USGS QUAD   -  CRAVENS (2017)
 FG1510
 FG1510                         *CURRENT SURVEY CONTROL
 FG1510  ______________________________________________________________________
 FG1510* NAD 83(1986) POSITION- 35 32 46.     (N) 093 58 00.     (W)   SCALED
 FG1510* NAVD 88 ORTHO HEIGHT -   157.116 (meters)      515.47  (feet) ADJUSTED
 FG1510  ______________________________________________________________________
 FG1510  GEOID HEIGHT    -        -29.090 (meters)                     GEOID18
 FG1510  DYNAMIC HEIGHT  -        156.972 (meters)      515.00  (feet) COMP
 FG1510  MODELED GRAVITY -    979,712.8   (mgal)                       NAVD 88
 FG1510
 FG1510  VERT ORDER      -  SECOND    CLASS 0
 FG1510
 FG1510.The horizontal coordinates were scaled from a map and have
 FG1510.an estimated accuracy of +/- 6 seconds.
 FG1510
 FG1510.The orthometric height was determined by differential leveling and
 FG1510.adjusted by the NATIONAL GEODETIC SURVEY
 FG1510.in June 1991.
 FG1510
 FG1510.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1510.GEOID18 height accuracy estimate available here.
 FG1510
 FG1510.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV123340(NAD 83)
 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
 FG1510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1510.See file dsdata.pdf to determine how the superseded data were derived.
 FG1510
 FG1510_MARKER: DB = BENCH MARK DISK
 FG1510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1510_STAMPING: P 93 1935
 FG1510_MARK LOGO: CGS
 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   CGS
 FG1510
 FG1510                          STATION DESCRIPTION
 FG1510
 FG1510'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG1139 ***********************************************************************
 FG1139  DESIGNATION -  P 94
 FG1139  PID         -  FG1139
 FG1139  STATE/COUNTY-  AR/JOHNSON
 FG1139  COUNTRY     -  US
 FG1139  USGS QUAD   -  CLARKSVILLE (2017)
 FG1139
 FG1139                         *CURRENT SURVEY CONTROL
 FG1139  ______________________________________________________________________
 FG1139* NAD 83(1986) POSITION- 35 29 08.     (N) 093 28 18.     (W)   SCALED
 FG1139* NAVD 88 ORTHO HEIGHT -   124.100 (meters)      407.15  (feet) ADJUSTED
 FG1139  ______________________________________________________________________
 FG1139  GEOID HEIGHT    -        -29.069 (meters)                     GEOID18
 FG1139  DYNAMIC HEIGHT  -        123.986 (meters)      406.78  (feet) COMP
 FG1139  MODELED GRAVITY -    979,713.8   (mgal)                       NAVD 88
 FG1139
 FG1139  VERT ORDER      -  SECOND    CLASS 0
 FG1139
 FG1139.The horizontal coordinates were scaled from a map and have
 FG1139.an estimated accuracy of +/- 6 seconds.
 FG1139
 FG1139.The orthometric height was determined by differential leveling and
 FG1139.adjusted by the NATIONAL GEODETIC SURVEY
 FG1139.in June 1991.
 FG1139
 FG1139.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1139.GEOID18 height accuracy estimate available here.
 FG1139
 FG1139.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV572269(NAD 83)
 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
 FG1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1139.See file dsdata.pdf to determine how the superseded data were derived.
 FG1139
 FG1139_MARKER: DB = BENCH MARK DISK
 FG1139_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 FG1139_STAMPING: P 94 1935
 FG1139_MARK LOGO: CGS
 FG1139_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FG1139
 FG1139  HISTORY     - Date     Condition        Report By
 FG1139  HISTORY     - 1935     MONUMENTED       CGS
 FG1139  HISTORY     - 1984     MARK NOT FOUND   NGS
 FG1139  HISTORY     - 20120927 MARK NOT FOUND   ARHD
 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.
 FG1139
 FG1139                          STATION RECOVERY (2012)
 FG1139
 FG1139'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2012 (CW)
 FG1139'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ0485 ***********************************************************************
 EJ0485  DESIGNATION -  P 97
 EJ0485  PID         -  EJ0485
 EJ0485  STATE/COUNTY-  AR/JEFFERSON
 EJ0485  COUNTRY     -  US
 EJ0485  USGS QUAD   -  PINE BLUFF (2017)
 EJ0485
 EJ0485                         *CURRENT SURVEY CONTROL
 EJ0485  ______________________________________________________________________
 EJ0485* NAD 83(1986) POSITION- 34 14 05.     (N) 092 02 23.     (W)   SCALED
 EJ0485* NAVD 88 ORTHO HEIGHT -    70.333 (meters)      230.75  (feet) ADJUSTED
 EJ0485  ______________________________________________________________________
 EJ0485  GEOID HEIGHT    -        -25.977 (meters)                     GEOID18
 EJ0485  DYNAMIC HEIGHT  -         70.265 (meters)      230.53  (feet) COMP
 EJ0485  MODELED GRAVITY -    979,667.8   (mgal)                       NAVD 88
 EJ0485
 EJ0485  VERT ORDER      -  FIRST     CLASS II
 EJ0485
 EJ0485.The horizontal coordinates were scaled from a map and have
 EJ0485.an estimated accuracy of +/- 6 seconds.
 EJ0485
 EJ0485.The orthometric height was determined by differential leveling and
 EJ0485.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0485.in June 1991.
 EJ0485
 EJ0485.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0485.GEOID18 height accuracy estimate available here.
 EJ0485
 EJ0485.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT884885(NAD 83)
 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
 EJ0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0485.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0485
 EJ0485_MARKER: DB = BENCH MARK DISK
 EJ0485_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0485_STAMPING: P 97 1935
 EJ0485_MARK LOGO: CGS
 EJ0485_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0861 ***********************************************************************
 EJ0861  DESIGNATION -  P 98
 EJ0861  PID         -  EJ0861
 EJ0861  STATE/COUNTY-  AR/PULASKI
 EJ0861  COUNTRY     -  US
 EJ0861  USGS QUAD   -  FERNDALE (2017)
 EJ0861
 EJ0861                         *CURRENT SURVEY CONTROL
 EJ0861  ______________________________________________________________________
 EJ0861* NAD 83(1986) POSITION- 34 47 04.     (N) 092 34 56.     (W)   SCALED
 EJ0861* NAVD 88 ORTHO HEIGHT -   123.417 (meters)      404.91  (feet) ADJUSTED
 EJ0861  ______________________________________________________________________
 EJ0861  GEOID HEIGHT    -        -27.120 (meters)                     GEOID18
 EJ0861  DYNAMIC HEIGHT  -        123.299 (meters)      404.52  (feet) COMP
 EJ0861  MODELED GRAVITY -    979,682.6   (mgal)                       NAVD 88
 EJ0861
 EJ0861  VERT ORDER      -  SECOND    CLASS 0
 EJ0861
 EJ0861.The horizontal coordinates were scaled from a map and have
 EJ0861.an estimated accuracy of +/- 6 seconds.
 EJ0861
 EJ0861.The orthometric height was determined by differential leveling and
 EJ0861.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0861.in June 1991.
 EJ0861
 EJ0861.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0861.GEOID18 height accuracy estimate available here.
 EJ0861
 EJ0861.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU382492(NAD 83)
 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
 EJ0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0861.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0861
 EJ0861_MARKER: DB = BENCH MARK DISK
 EJ0861_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0861_STAMPING: P 98 1935
 EJ0861_MARK LOGO: CGS
 EJ0861_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0847 ***********************************************************************
 EJ0847  DESIGNATION -  P 99
 EJ0847  PID         -  EJ0847
 EJ0847  STATE/COUNTY-  AR/PULASKI
 EJ0847  COUNTRY     -  US
 EJ0847  USGS QUAD   -  FOURCHE (2017)
 EJ0847
 EJ0847                         *CURRENT SURVEY CONTROL
 EJ0847  ______________________________________________________________________
 EJ0847* NAD 83(1986) POSITION- 34 53 12.     (N) 092 37 15.     (W)   SCALED
 EJ0847* NAVD 88 ORTHO HEIGHT -    84.329 (meters)      276.67  (feet) ADJUSTED
 EJ0847  ______________________________________________________________________
 EJ0847  GEOID HEIGHT    -        -27.593 (meters)                     GEOID18
 EJ0847  DYNAMIC HEIGHT  -         84.249 (meters)      276.41  (feet) COMP
 EJ0847  MODELED GRAVITY -    979,683.8   (mgal)                       NAVD 88
 EJ0847
 EJ0847  VERT ORDER      -  SECOND    CLASS 0
 EJ0847
 EJ0847.The horizontal coordinates were scaled from a map and have
 EJ0847.an estimated accuracy of +/- 6 seconds.
 EJ0847
 EJ0847.The orthometric height was determined by differential leveling and
 EJ0847.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0847.in June 1991.
 EJ0847
 EJ0847.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0847.GEOID18 height accuracy estimate available here.
 EJ0847
 EJ0847.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU346605(NAD 83)
 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
 EJ0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0847.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0847
 EJ0847_MARKER: DB = BENCH MARK DISK
 EJ0847_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 EJ0847_STAMPING: P 99 1935
 EJ0847_MARK LOGO: CGS
 EJ0847_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EJ0847
 EJ0847  HISTORY     - Date     Condition        Report By
 EJ0847  HISTORY     - 1935     MONUMENTED       CGS
 EJ0847  HISTORY     - 1960     MARK NOT FOUND   CGS
 EJ0847
 EJ0847                          STATION DESCRIPTION
 EJ0847
 EJ0847'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DS1598 ***********************************************************************
 DS1598  HT_MOD      -  This is a Height Modernization Survey Station.
 DS1598  DESIGNATION -  P HOWARD
 DS1598  PID         -  DS1598
 DS1598  STATE/COUNTY-  AR/CHICOT
 DS1598  COUNTRY     -  US
 DS1598  USGS QUAD   -  LAKE VILLAGE (2017)
 DS1598
 DS1598                         *CURRENT SURVEY CONTROL
 DS1598  ______________________________________________________________________
 DS1598* NAD 83(2011) POSITION- 33 16 03.26784(N) 091 15 07.42955(W)   ADJUSTED
 DS1598* NAD 83(2011) ELLIP HT-     8.976 (meters)        (03/28/24)   ADJUSTED
 DS1598* NAD 83(2011) EPOCH   -  2010.00
 DS1598* NAVD 88 ORTHO HEIGHT -    35.05  (meters)      115.0   (feet) GPS OBS
 DS1598  ______________________________________________________________________
 DS1598  GEOID HEIGHT    -        -26.090 (meters)                     GEOID18
 DS1598  NAD 83(2011) X  -   -116,645.799 (meters)                     COMP
 DS1598  NAD 83(2011) Y  - -5,336,987.060 (meters)                     COMP
 DS1598  NAD 83(2011) Z  -  3,478,813.980 (meters)                     COMP
 DS1598  LAPLACE CORR    -         -2.23  (seconds)                    DEFLEC18
 DS1598
 DS1598  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DS1598  Standards:
 DS1598         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DS1598            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DS1598  -------------------------------------------------------------------
 DS1598  NETWORK    0.47   0.90           0.18   0.20   0.46     -0.01954083
 DS1598  -------------------------------------------------------------------
 DS1598  Click here for local accuracies and other accuracy information.
 DS1598
 DS1598.The horizontal coordinates were established by GPS observations
 DS1598.and adjusted by the ARKANSAS DEPT OF TRANS in March 2024.
 DS1598
 DS1598.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DS1598.been affixed to the stable North American tectonic plate. See 
 DS1598.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DS1598
 DS1598.The horizontal coordinates are valid at the epoch date displayed above
 DS1598.which is a decimal equivalence of Year/Month/Day.
 DS1598
 DS1598.The orthometric height was determined by GPS observations and a
 DS1598.high-resolution geoid model using precise GPS observation and
 DS1598.processing techniques.
 DS1598
 DS1598.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS1598.GEOID18 height accuracy estimate available here.
 DS1598
 DS1598.Click photographs - Photos may exist for this station.
 DS1598
 DS1598.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS1598
 DS1598.The Laplace correction was computed from DEFLEC18 derived deflections.
 DS1598
 DS1598.The ellipsoidal height was determined by GPS observations
 DS1598.and is referenced to NAD 83.
 DS1598
 DS1598. The following values were computed from the NAD 83(2011) position.
 DS1598
 DS1598;                    North         East     Units Scale Factor Converg.
 DS1598;SPC AR S     -   466,903.892   469,685.194   MT  1.00000735   +0 25 07.0
 DS1598;SPC AR S     - 1,531,833.85  1,540,958.84   sFT  1.00000735   +0 25 07.0
 DS1598;UTM  15      - 3,682,313.372   662,800.407   MT  0.99992678   +0 57 32.5
 DS1598
 DS1598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1598!SPC AR S     -   0.99999859  x   1.00000735  =   1.00000594
 DS1598!UTM  15      -   0.99999859  x   0.99992678  =   0.99992537
 DS1598
 DS1598_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXS6280082313(NAD 83)
 DS1598
 DS1598                          SUPERSEDED SURVEY CONTROL
 DS1598
 DS1598.No superseded survey control is available for this station.
 DS1598
 DS1598_MARKER: F = FLANGE-ENCASED ROD
 DS1598_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DS1598_STAMPING: P HOWARD 2024
 DS1598_MARK LOGO: ARHD
 DS1598_PROJECTION: FLUSH
 DS1598_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DS1598_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS1598_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS1598+SATELLITE: SATELLITE OBSERVATIONS - February 12, 2024
 DS1598_ROD/PIPE-DEPTH: 15.8 meters
 DS1598_SLEEVE-DEPTH  : 0 meters
 DS1598
 DS1598  HISTORY     - Date     Condition        Report By
 DS1598  HISTORY     - 20240212 MONUMENTED       ARHD
 DS1598
 DS1598                          STATION DESCRIPTION
 DS1598
 DS1598'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (JDH)
 DS1598'THE MARK IS LOCATED ABOUT 4.6 MI (7.4 KM) NORTHWEST OF EMINENCE, 4.5
 DS1598'MI (7.2 KM) SOUTH-SOUTHEAST OF LAKE VILLAGE AND 3.2 MI (5.1 KM) WEST
 DS1598'OF RED LEAF.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DS1598'
 DS1598'TO REACH FROM THE INTERSECTION OF US HIGHWAY 82 AND US HIGHWAY 65,
 DS1598'HEAD SOUTH ALONG HIGHWAY 65 FOR 0.75 MI (1.21 KM) TO THE STATION ON
 DS1598'THE RIGHT.
 DS1598'
 DS1598'IT IS A ROD MARK, 55 FT (16.8 M) WEST OF HIGHWAY 65 CENTERLINE,18 FT
 DS1598'(5.5 M) SOUTH OF GRAVEL DRIVE CENTERLINE, 7 FT (2.1 M) NORTH OF A
 DS1598'CHAIN LINK FENCE CORNER, 7 FT (2.1 M) NORTHWEST OF AN 18 INCH (46 CM)
 DS1598'CULVERT.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL1379 ***********************************************************************
 DL1379  DESIGNATION -  PACE
 DL1379  PID         -  DL1379
 DL1379  STATE/COUNTY-  AR/OUACHITA
 DL1379  COUNTRY     -  US
 DL1379  USGS QUAD   -  BUENA VISTA (2017)
 DL1379
 DL1379                         *CURRENT SURVEY CONTROL
 DL1379  ______________________________________________________________________
 DL1379* NAD 83(1997) POSITION- 33 24 19.01587(N) 092 55 18.10176(W)   ADJUSTED
 DL1379* NAVD 88 ORTHO HEIGHT -    71.7   (meters)      235.    (feet) VERTCON3
 DL1379  ______________________________________________________________________
 DL1379  GEOID HEIGHT    -        -26.313 (meters)                     GEOID18
 DL1379  LAPLACE CORR    -          0.60  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1379.GEOID18 height accuracy estimate available here.
 DL1379
 DL1379.Click photographs - Photos may exist for this station.
 DL1379
 DL1379.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1379
 DL1379. The following values were computed from the NAD 83(1997) position.
 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  =   0.99959354
 DL1379
 DL1379:                Primary Azimuth Mark                     Grid Az
 DL1379:SPC AR S     -  PACE AZ MK                               086 59 20.2
 DL1379:UTM  15      -  PACE AZ MK                               086 25 47.9
 DL1379
 DL1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS0728196220(NAD 83)
 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(1993)-  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
 DL1379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1379.See file dsdata.pdf to determine how the superseded data were derived.
 DL1379
 DL1379_MARKER: DS = TRIANGULATION STATION DISK
 DL1379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1379_STAMPING: PACE 1965
 DL1379_MARK LOGO: CGS
 DL1379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1379+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 AE3001 ***********************************************************************
 AE3001  CBN         -  This is a Cooperative Base Network Control Station.
 AE3001  DESIGNATION -  PAGIS 1001
 AE3001  PID         -  AE3001
 AE3001  STATE/COUNTY-  AR/PULASKI
 AE3001  COUNTRY     -  US
 AE3001  USGS QUAD   -  SWEET HOME (2017)
 AE3001
 AE3001                         *CURRENT SURVEY CONTROL
 AE3001  ______________________________________________________________________
 AE3001* NAD 83(2011) POSITION- 34 42 11.25500(N) 092 10 35.07927(W)   ADJUSTED
 AE3001* NAD 83(2011) ELLIP HT-    46.804 (meters)        (06/27/12)   ADJUSTED
 AE3001* NAD 83(2011) EPOCH   -  2010.00
 AE3001* NAVD 88 ORTHO HEIGHT -    73.4   (meters)      241.    (feet) GPS OBS
 AE3001  ______________________________________________________________________
 AE3001  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AE3001  GEOID HEIGHT    -        -26.486 (meters)                     GEOID96
 AE3001  GEOID HEIGHT    -        -26.582 (meters)                     GEOID18
 AE3001  NAD 83(2011) X  -   -199,348.988 (meters)                     COMP
 AE3001  NAD 83(2011) Y  - -5,245,499.163 (meters)                     COMP
 AE3001  NAD 83(2011) Z  -  3,610,866.355 (meters)                     COMP
 AE3001  LAPLACE CORR    -          0.63  (seconds)                    DEFLEC18
 AE3001
 AE3001  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AE3001  Standards:
 AE3001         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AE3001            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AE3001  -------------------------------------------------------------------
 AE3001  NETWORK    1.12   2.80           0.50   0.40   1.43      0.08716170
 AE3001  -------------------------------------------------------------------
 AE3001  Click here for local accuracies and other accuracy information.
 AE3001
 AE3001.The horizontal coordinates were established by GPS observations
 AE3001.and adjusted by the National Geodetic Survey in June 2012.
 AE3001
 AE3001.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AE3001.been affixed to the stable North American tectonic plate. See 
 AE3001.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AE3001
 AE3001.The horizontal coordinates are valid at the epoch date displayed above
 AE3001.which is a decimal equivalence of Year/Month/Day.
 AE3001
 AE3001.The orthometric height was determined by GPS observations and a
 AE3001.high-resolution geoid model.
 AE3001
 AE3001.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE3001.GEOID18 height accuracy estimate available here.
 AE3001
 AE3001.Click photographs - Photos may exist for this station.
 AE3001
 AE3001.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3001
 AE3001.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE3001
 AE3001.The ellipsoidal height was determined by GPS observations
 AE3001.and is referenced to NAD 83.
 AE3001
 AE3001. The following values were computed from the NAD 83(2011) position.
 AE3001
 AE3001;                    North         East     Units Scale Factor Converg.
 AE3001;SPC AR S     -   625,888.973   383,838.051   MT  0.99998645   -0 05 55.4
 AE3001;SPC AR S     - 2,053,437.41  1,259,308.67   sFT  0.99998645   -0 05 55.4
 AE3001;UTM  15      - 3,840,430.355   575,425.213   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  =   0.99966278
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7542540430(NAD 83)
 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  NAD 83(2007)-  34 42 11.25498(N)    092 10 35.08019(W) AD(2002.00) 0
 AE3001  ELLIP H (02/10/07)   46.825  (m)                       GP(2002.00)    
 AE3001  ELLIP H (09/21/01)   46.835  (m)                       GP(       ) 4 2
 AE3001  NAD 83(1997)-  34 42 11.25490(N)    092 10 35.08034(W) AD(       ) B
 AE3001  ELLIP H (09/19/97)   46.844  (m)                       GP(       ) 4 1
 AE3001
 AE3001.Superseded values are not recommended for survey control.
 AE3001
 AE3001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3001.See file dsdata.pdf to determine how the superseded data were derived.
 AE3001
 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 - April 27, 2007
 AE3001
 AE3001  HISTORY     - Date     Condition        Report By
 AE3001  HISTORY     - 1990     MONUMENTED       AR2320
 AE3001  HISTORY     - 19970211 GOOD             NGS
 AE3001  HISTORY     - 19980801 GOOD             NRCS
 AE3001  HISTORY     - 20070427 GOOD             PB
 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.
 AE3001
 AE3001                          STATION RECOVERY (2007)
 AE3001
 AE3001'RECOVERY NOTE BY PBS&J 2007
 AE3001'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK2831 ***********************************************************************
 DK2831  DESIGNATION -  PAGIS 1002
 DK2831  PID         -  DK2831
 DK2831  STATE/COUNTY-  AR/PULASKI
 DK2831  COUNTRY     -  US
 DK2831  USGS QUAD   -  LITTLE ROCK (2017)
 DK2831
 DK2831                         *CURRENT SURVEY CONTROL
 DK2831  ______________________________________________________________________
 DK2831* NAD 83(1986) POSITION- 34 40 21.     (N) 092 15 56.     (W)   SCALED
 DK2831* NAVD 88 ORTHO HEIGHT -    92.945 (meters)      304.94  (feet) ADJUSTED
 DK2831  ______________________________________________________________________
 DK2831  GEOID HEIGHT    -        -26.525 (meters)                     GEOID18
 DK2831  DYNAMIC HEIGHT  -         92.857 (meters)      304.65  (feet) COMP
 DK2831  MODELED GRAVITY -    979,691.0   (mgal)                       NAVD 88
 DK2831
 DK2831  VERT ORDER      -  FIRST     CLASS II
 DK2831
 DK2831.The horizontal coordinates were scaled from a map and have
 DK2831.an estimated accuracy of +/- 6 seconds.
 DK2831
 DK2831.The orthometric height was determined by differential leveling and
 DK2831.adjusted by the NATIONAL GEODETIC SURVEY
 DK2831.in May 2008.
 DK2831
 DK2831.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK2831.GEOID18 height accuracy estimate available here.
 DK2831
 DK2831.Click photographs - Photos may exist for this station.
 DK2831
 DK2831.The dynamic height is computed by dividing the NAVD 88
 DK2831.geopotential number by the normal gravity value computed on the
 DK2831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2831.degrees latitude (g = 980.6199 gals.).
 DK2831
 DK2831.The modeled gravity was interpolated from observed gravity values.
 DK2831
 DK2831;                    North         East    Units  Estimated Accuracy
 DK2831;SPC AR S     -   622,510.      375,660.      MT  (+/- 180 meters Scaled)
 DK2831
 DK2831_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU672369(NAD 83)
 DK2831
 DK2831                          SUPERSEDED SURVEY CONTROL
 DK2831
 DK2831.No superseded survey control is available for this station.
 DK2831
 DK2831_MARKER: DB = BENCH MARK DISK
 DK2831_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DK2831_SP_SET: BRIDGE HEADWALL
 DK2831_STAMPING: PAGIS-1002 1990
 DK2831_MARK LOGO: ARHD
 DK2831_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK2831_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK2831_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2831+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2007
 DK2831
 DK2831  HISTORY     - Date     Condition        Report By
 DK2831  HISTORY     - 19900723 MONUMENTED       ARHD
 DK2831  HISTORY     - 20070505 GOOD             ARHD
 DK2831
 DK2831                          STATION DESCRIPTION
 DK2831
 DK2831'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2007
 DK2831'THE MARK IS LOCATED ABOUT 5.0 MI (8.0 KM) SOUTH OF LITTLE ROCK
 DK2831'ARKANSAS.  AT THE JUNCTIONS OF U.S. INTERSTATE 530 AND STATE HIGHWAY
 DK2831'338.
 DK2831'
 DK2831'THE STATION IS LOCATED AT THE JUNCTION OF INTERSTATE HIGHWAY 530 AND
 DK2831'STATE HIGHWAY 338, SOUTH OF LITTLE ROCK.  SET IN THE SOUTHWEST
 DK2831'HEADWALL OF THE SOUTH BOUND LANES OF THE INTERSTATE.
 DK2831'
 DK2831'8.2 METERS NORTH OF CURB END, 7.5 METERS EAST OF THE CENTERLINE OF THE
 DK2831'SOUTHBOUND LANES OF INTERSTATE, AND 1.6 METERS EAST OF THE EAST EDGE
 DK2831'OF BRIDGE CURB.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 AE3002 ***********************************************************************
 AE3002  CBN         -  This is a Cooperative Base Network Control Station.
 AE3002  DESIGNATION -  PAGIS 1004
 AE3002  PID         -  AE3002
 AE3002  STATE/COUNTY-  AR/PULASKI
 AE3002  COUNTRY     -  US
 AE3002  USGS QUAD   -  LITTLE ROCK (2017)
 AE3002
 AE3002                         *CURRENT SURVEY CONTROL
 AE3002  ______________________________________________________________________
 AE3002* NAD 83(2011) POSITION- 34 44 43.60931(N) 092 20 05.25515(W)   ADJUSTED
 AE3002* NAD 83(2011) ELLIP HT-    85.860 (meters)        (06/27/12)   ADJUSTED
 AE3002* NAD 83(2011) EPOCH   -  2010.00
 AE3002* NAVD 88 ORTHO HEIGHT -   112.5   (meters)      369.    (feet) GPS OBS
 AE3002  ______________________________________________________________________
 AE3002  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AE3002  GEOID HEIGHT    -        -26.558 (meters)                     GEOID96
 AE3002  GEOID HEIGHT    -        -26.651 (meters)                     GEOID18
 AE3002  NAD 83(2011) X  -   -213,740.651 (meters)                     COMP
 AE3002  NAD 83(2011) Y  - -5,242,288.005 (meters)                     COMP
 AE3002  NAD 83(2011) Z  -  3,614,747.363 (meters)                     COMP
 AE3002  LAPLACE CORR    -          0.55  (seconds)                    DEFLEC18
 AE3002
 AE3002  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AE3002  Standards:
 AE3002         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AE3002            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AE3002  -------------------------------------------------------------------
 AE3002  NETWORK    0.76   1.94           0.36   0.23   0.99      0.10278368
 AE3002  -------------------------------------------------------------------
 AE3002  Click here for local accuracies and other accuracy information.
 AE3002
 AE3002.The horizontal coordinates were established by GPS observations
 AE3002.and adjusted by the National Geodetic Survey in June 2012.
 AE3002
 AE3002.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AE3002.been affixed to the stable North American tectonic plate. See 
 AE3002.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AE3002
 AE3002.The horizontal coordinates are valid at the epoch date displayed above
 AE3002.which is a decimal equivalence of Year/Month/Day.
 AE3002
 AE3002.The orthometric height was determined by GPS observations and a
 AE3002.high-resolution geoid model.
 AE3002
 AE3002.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE3002.GEOID18 height accuracy estimate available here.
 AE3002
 AE3002.Click photographs - Photos may exist for this station.
 AE3002
 AE3002.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3002
 AE3002.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE3002
 AE3002.The ellipsoidal height was determined by GPS observations
 AE3002.and is referenced to NAD 83.
 AE3002
 AE3002. The following values were computed from the NAD 83(2011) position.
 AE3002
 AE3002;                    North         East     Units Scale Factor Converg.
 AE3002;SPC AR S     -   630,619.998   369,343.203   MT  0.99999534   -0 11 14.6
 AE3002;SPC AR S     - 2,068,959.11  1,211,753.49   sFT  0.99999534   -0 11 14.6
 AE3002;UTM  15      - 3,845,016.155   560,889.097   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  =   0.99963222
 AE3002
 AE3002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6088945016(NAD 83)
 AE3002
 AE3002                          SUPERSEDED SURVEY CONTROL
 AE3002
 AE3002  NAD 83(2007)-  34 44 43.60929(N)    092 20 05.25609(W) AD(2002.00) 0
 AE3002  ELLIP H (02/10/07)   85.879  (m)                       GP(2002.00)    
 AE3002  ELLIP H (09/21/01)   85.888  (m)                       GP(       ) 4 2
 AE3002  NAD 83(1997)-  34 44 43.60919(N)    092 20 05.25631(W) AD(       ) B
 AE3002  ELLIP H (09/19/97)   85.875  (m)                       GP(       ) 4 1
 AE3002
 AE3002.Superseded values are not recommended for survey control.
 AE3002
 AE3002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3002.See file dsdata.pdf to determine how the superseded data were derived.
 AE3002
 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 DEPARTMENT OF TRANSPORTATION 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 = MARCH 20, 2026 22:17:28 EDT
 AE3003 ***********************************************************************
 AE3003  CBN         -  This is a Cooperative Base Network Control Station.
 AE3003  DESIGNATION -  PAGIS 2001
 AE3003  PID         -  AE3003
 AE3003  STATE/COUNTY-  AR/PULASKI
 AE3003  COUNTRY     -  US
 AE3003  USGS QUAD   -  SWEET HOME (2017)
 AE3003
 AE3003                         *CURRENT SURVEY CONTROL
 AE3003  ______________________________________________________________________
 AE3003* NAD 83(2011) POSITION- 34 42 54.12842(N) 092 10 50.42184(W)   ADJUSTED
 AE3003* NAD 83(2011) ELLIP HT-    50.999 (meters)        (06/27/12)   ADJUSTED
 AE3003* NAD 83(2011) EPOCH   -  2010.00
 AE3003* NAVD 88 ORTHO HEIGHT -    77.6   (meters)      255.    (feet) GPS OBS
 AE3003  ______________________________________________________________________
 AE3003  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AE3003  GEOID HEIGHT    -        -26.502 (meters)                     GEOID96
 AE3003  GEOID HEIGHT    -        -26.597 (meters)                     GEOID18
 AE3003  NAD 83(2011) X  -   -199,710.669 (meters)                     COMP
 AE3003  NAD 83(2011) Y  - -5,244,736.025 (meters)                     COMP
 AE3003  NAD 83(2011) Z  -  3,611,954.817 (meters)                     COMP
 AE3003  LAPLACE CORR    -          0.48  (seconds)                    DEFLEC18
 AE3003
 AE3003  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AE3003  Standards:
 AE3003         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AE3003            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AE3003  -------------------------------------------------------------------
 AE3003  NETWORK    1.04   2.76           0.46   0.38   1.41      0.08861422
 AE3003  -------------------------------------------------------------------
 AE3003  Click here for local accuracies and other accuracy information.
 AE3003
 AE3003.The horizontal coordinates were established by GPS observations
 AE3003.and adjusted by the National Geodetic Survey in June 2012.
 AE3003
 AE3003.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AE3003.been affixed to the stable North American tectonic plate. See 
 AE3003.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AE3003
 AE3003.The horizontal coordinates are valid at the epoch date displayed above
 AE3003.which is a decimal equivalence of Year/Month/Day.
 AE3003
 AE3003.The orthometric height was determined by GPS observations and a
 AE3003.high-resolution geoid model.
 AE3003
 AE3003.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE3003.GEOID18 height accuracy estimate available here.
 AE3003
 AE3003.Click photographs - Photos may exist for this station.
 AE3003
 AE3003.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3003
 AE3003.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE3003
 AE3003.The ellipsoidal height was determined by GPS observations
 AE3003.and is referenced to NAD 83.
 AE3003
 AE3003. The following values were computed from the NAD 83(2011) position.
 AE3003
 AE3003;                    North         East     Units Scale Factor Converg.
 AE3003;SPC AR S     -   627,210.796   383,449.934   MT  0.99998889   -0 06 04.0
 AE3003;SPC AR S     - 2,057,774.09  1,258,035.33   sFT  0.99998889   -0 06 04.0
 AE3003;UTM  15      - 3,841,747.848   575,024.146   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  =   0.99966137
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7502441747(NAD 83)
 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  NAD 83(2007)-  34 42 54.12840(N)    092 10 50.42276(W) AD(2002.00) 0
 AE3003  ELLIP H (02/10/07)   51.020  (m)                       GP(2002.00)    
 AE3003  ELLIP H (09/21/01)   51.030  (m)                       GP(       ) 4 2
 AE3003  NAD 83(1997)-  34 42 54.12832(N)    092 10 50.42291(W) AD(       ) B
 AE3003  ELLIP H (09/19/97)   51.039  (m)                       GP(       ) 4 1
 AE3003
 AE3003.Superseded values are not recommended for survey control.
 AE3003
 AE3003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3003.See file dsdata.pdf to determine how the superseded data were derived.
 AE3003
 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 = MARCH 20, 2026 22:17:28 EDT
 DK2835 ***********************************************************************
 DK2835  DESIGNATION -  PAGIS 2023
 DK2835  PID         -  DK2835
 DK2835  STATE/COUNTY-  AR/PULASKI
 DK2835  COUNTRY     -  US
 DK2835  USGS QUAD   -  LITTLE ROCK (2017)
 DK2835
 DK2835                         *CURRENT SURVEY CONTROL
 DK2835  ______________________________________________________________________
 DK2835* NAD 83(1986) POSITION- 34 40 45.     (N) 092 17 59.     (W)   SCALED
 DK2835* NAVD 88 ORTHO HEIGHT -    85.705 (meters)      281.18  (feet) ADJUSTED
 DK2835  ______________________________________________________________________
 DK2835  GEOID HEIGHT    -        -26.515 (meters)                     GEOID18
 DK2835  DYNAMIC HEIGHT  -         85.625 (meters)      280.92  (feet) COMP
 DK2835  MODELED GRAVITY -    979,698.8   (mgal)                       NAVD 88
 DK2835
 DK2835  VERT ORDER      -  FIRST     CLASS II
 DK2835
 DK2835.The horizontal coordinates were scaled from a map and have
 DK2835.an estimated accuracy of +/- 6 seconds.
 DK2835
 DK2835.The orthometric height was determined by differential leveling and
 DK2835.adjusted by the NATIONAL GEODETIC SURVEY
 DK2835.in May 2008.
 DK2835
 DK2835.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK2835.GEOID18 height accuracy estimate available here.
 DK2835
 DK2835.Click photographs - Photos may exist for this station.
 DK2835
 DK2835.The dynamic height is computed by dividing the NAVD 88
 DK2835.geopotential number by the normal gravity value computed on the
 DK2835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2835.degrees latitude (g = 980.6199 gals.).
 DK2835
 DK2835.The modeled gravity was interpolated from observed gravity values.
 DK2835
 DK2835;                    North         East    Units  Estimated Accuracy
 DK2835;SPC AR S     -   623,260.      372,530.      MT  (+/- 180 meters Scaled)
 DK2835
 DK2835_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU641376(NAD 83)
 DK2835
 DK2835                          SUPERSEDED SURVEY CONTROL
 DK2835
 DK2835.No superseded survey control is available for this station.
 DK2835
 DK2835_MARKER: DB = BENCH MARK DISK
 DK2835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2835_STAMPING: PAGIS-2023 1990
 DK2835_MARK LOGO: ARHD
 DK2835_PROJECTION: FLUSH
 DK2835_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK2835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK2835+STABILITY: SURFACE MOTION
 DK2835_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK2835+SATELLITE: SATELLITE OBSERVATIONS - January 27, 2011
 DK2835
 DK2835  HISTORY     - Date     Condition        Report By
 DK2835  HISTORY     - 19900723 MONUMENTED       ARHD
 DK2835  HISTORY     - 20070504 GOOD             ARHD
 DK2835  HISTORY     - 20110127 GOOD             NGS
 DK2835
 DK2835                          STATION DESCRIPTION
 DK2835
 DK2835'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2007
 DK2835'THE MARK IS LOCATED ABOUT 4.0 MI (6.4 KM) SOUTHWEST OF LITTLE ROCK
 DK2835'ARKANSAS.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DK2835'
 DK2835'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 367 AND STATE HIGHWAY
 DK2835'338 SOUTH OF LITTLE ROCK, GO NORTH ON HIGHWAY 367 (ARCH STREET) FOR
 DK2835'1.9 MI (3.1 KM) TO THE STATION ON THE RIGHT.
 DK2835'
 DK2835'18.0 METERS NORTHEAST OF CENTER OF PAVED DRIVE, 14.4 METERS EAST OF A
 DK2835'POWER POLE, 6.7 METERS EAST OF THE CENTERLINE OF ROAD, AND 3.7 METERS
 DK2835'SOUTH OF A TELEPHONE POLE.
 DK2835
 DK2835                          STATION RECOVERY (2011)
 DK2835
 DK2835'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2011 (JBW)
 DK2835'STATION IS STAMPED PAGIS-2023 AZ MK 1990.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 AE3004 ***********************************************************************
 AE3004  CBN         -  This is a Cooperative Base Network Control Station.
 AE3004  DESIGNATION -  PAGIS 2043
 AE3004  PID         -  AE3004
 AE3004  STATE/COUNTY-  AR/PULASKI
 AE3004  COUNTRY     -  US
 AE3004  USGS QUAD   -  LITTLE ROCK (2017)
 AE3004
 AE3004                         *CURRENT SURVEY CONTROL
 AE3004  ______________________________________________________________________
 AE3004* NAD 83(2011) POSITION- 34 40 26.86521(N) 092 22 06.39198(W)   ADJUSTED
 AE3004* NAD 83(2011) ELLIP HT-    65.853 (meters)        (06/27/12)   ADJUSTED
 AE3004* NAD 83(2011) EPOCH   -  2010.00
 AE3004* NAVD 88 ORTHO HEIGHT -    92.4   (meters)      303.    (feet) GPS OBS
 AE3004  ______________________________________________________________________
 AE3004  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AE3004  GEOID HEIGHT    -        -26.391 (meters)                     GEOID96
 AE3004  GEOID HEIGHT    -        -26.491 (meters)                     GEOID18
 AE3004  NAD 83(2011) X  -   -217,004.842 (meters)                     COMP
 AE3004  NAD 83(2011) Y  - -5,246,646.403 (meters)                     COMP
 AE3004  NAD 83(2011) Z  -  3,608,232.139 (meters)                     COMP
 AE3004  LAPLACE CORR    -          0.28  (seconds)                    DEFLEC18
 AE3004
 AE3004  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AE3004  Standards:
 AE3004         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AE3004            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AE3004  -------------------------------------------------------------------
 AE3004  NETWORK    0.61   1.63           0.29   0.19   0.83      0.08875482
 AE3004  -------------------------------------------------------------------
 AE3004  Click here for local accuracies and other accuracy information.
 AE3004
 AE3004.The horizontal coordinates were established by GPS observations
 AE3004.and adjusted by the National Geodetic Survey in June 2012.
 AE3004
 AE3004.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AE3004.been affixed to the stable North American tectonic plate. See 
 AE3004.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AE3004
 AE3004.The horizontal coordinates are valid at the epoch date displayed above
 AE3004.which is a decimal equivalence of Year/Month/Day.
 AE3004
 AE3004.The orthometric height was determined by GPS observations and a
 AE3004.high-resolution geoid model.
 AE3004
 AE3004.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE3004.GEOID18 height accuracy estimate available here.
 AE3004
 AE3004.Click photographs - Photos may exist for this station.
 AE3004
 AE3004.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3004
 AE3004.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE3004
 AE3004.The ellipsoidal height was determined by GPS observations
 AE3004.and is referenced to NAD 83.
 AE3004
 AE3004. The following values were computed from the NAD 83(2011) position.
 AE3004
 AE3004;                    North         East     Units Scale Factor Converg.
 AE3004;SPC AR S     -   622,719.068   366,233.512   MT  0.99998067   -0 12 22.4
 AE3004;SPC AR S     - 2,043,037.48  1,201,551.11   sFT  0.99998067   -0 12 22.4
 AE3004;UTM  15      - 3,837,087.623   557,858.652   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  =   0.99963093
 AE3004
 AE3004_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5785837087(NAD 83)
 AE3004
 AE3004                          SUPERSEDED SURVEY CONTROL
 AE3004
 AE3004  NAD 83(2007)-  34 40 26.86522(N)    092 22 06.39290(W) AD(2002.00) 0
 AE3004  ELLIP H (02/10/07)   65.873  (m)                       GP(2002.00)    
 AE3004  ELLIP H (09/21/01)   65.881  (m)                       GP(       ) 4 2
 AE3004  NAD 83(1997)-  34 40 26.86509(N)    092 22 06.39314(W) AD(       ) B
 AE3004  ELLIP H (09/19/97)   65.859  (m)                       GP(       ) 4 1
 AE3004
 AE3004.Superseded values are not recommended for survey control.
 AE3004
 AE3004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3004.See file dsdata.pdf to determine how the superseded data were derived.
 AE3004
 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 = MARCH 20, 2026 22:17:28 EDT
 DK2849 ***********************************************************************
 DK2849  DESIGNATION -  PAGIS 2058
 DK2849  PID         -  DK2849
 DK2849  STATE/COUNTY-  AR/PULASKI
 DK2849  COUNTRY     -  US
 DK2849  USGS QUAD   -  ALEXANDER (2017)
 DK2849
 DK2849                         *CURRENT SURVEY CONTROL
 DK2849  ______________________________________________________________________
 DK2849* NAD 83(1986) POSITION- 34 41 02.     (N) 092 24 05.     (W)   SCALED
 DK2849* NAVD 88 ORTHO HEIGHT -    93.563 (meters)      306.96  (feet) ADJUSTED
 DK2849  ______________________________________________________________________
 DK2849  GEOID HEIGHT    -        -26.524 (meters)                     GEOID18
 DK2849  DYNAMIC HEIGHT  -         93.477 (meters)      306.68  (feet) COMP
 DK2849  MODELED GRAVITY -    979,712.2   (mgal)                       NAVD 88
 DK2849
 DK2849  VERT ORDER      -  FIRST     CLASS II
 DK2849
 DK2849.The horizontal coordinates were scaled from a map and have
 DK2849.an estimated accuracy of +/- 6 seconds.
 DK2849
 DK2849.The orthometric height was determined by differential leveling and
 DK2849.adjusted by the NATIONAL GEODETIC SURVEY
 DK2849.in May 2008.
 DK2849
 DK2849.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK2849.GEOID18 height accuracy estimate available here.
 DK2849
 DK2849.Click photographs - Photos may exist for this station.
 DK2849
 DK2849.The dynamic height is computed by dividing the NAVD 88
 DK2849.geopotential number by the normal gravity value computed on the
 DK2849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2849.degrees latitude (g = 980.6199 gals.).
 DK2849
 DK2849.The modeled gravity was interpolated from observed gravity values.
 DK2849
 DK2849;                    North         East    Units  Estimated Accuracy
 DK2849;SPC AR S     -   623,810.      363,220.      MT  (+/- 180 meters Scaled)
 DK2849
 DK2849_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU548381(NAD 83)
 DK2849
 DK2849                          SUPERSEDED SURVEY CONTROL
 DK2849
 DK2849.No superseded survey control is available for this station.
 DK2849
 DK2849_MARKER: DB = BENCH MARK DISK
 DK2849_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK2849_SP_SET: BRIDGE ABUTMENT
 DK2849_STAMPING: PAGIS-2058 1990
 DK2849_MARK LOGO: ARHD
 DK2849_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK2849_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK2849_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK2849+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2007
 DK2849
 DK2849  HISTORY     - Date     Condition        Report By
 DK2849  HISTORY     - 19900505 MONUMENTED       ARHD
 DK2849  HISTORY     - 20070504 GOOD             ARHD
 DK2849
 DK2849                          STATION DESCRIPTION
 DK2849
 DK2849'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2007
 DK2849'THE MARK IS LOCATED ABOUT 3.0 MI (4.8 KM) SOUTHWEST OF LITTLE ROCK
 DK2849'ARKANSAS.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DK2849'
 DK2849'AT THE INTERSECTION OF US INTERSTATE HIGHWAY 430 AND STAGECOACH ROAD.
 DK2849'SET IN THE NORTHWEST BRIDGE ABUTMENT FOR THE OVERPASS.
 DK2849'
 DK2849'13.6 METERS EAST OF A DROP INLET, 10.7 METERS NORTH OF THE CENTERLINE
 DK2849'OF ROAD, 8.5 METERS NORTH OF A CURBED MEDIAN, AND 1.2 M (3.9 FT) NORTH
 DK2849'OF NORTH CURB OF BRIDGE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 AE3005 ***********************************************************************
 AE3005  CBN         -  This is a Cooperative Base Network Control Station.
 AE3005  DESIGNATION -  PAGIS 2074
 AE3005  PID         -  AE3005
 AE3005  STATE/COUNTY-  AR/PULASKI
 AE3005  COUNTRY     -  US
 AE3005  USGS QUAD   -  PINNACLE MOUNTAIN (2017)
 AE3005
 AE3005                         *CURRENT SURVEY CONTROL
 AE3005  ______________________________________________________________________
 AE3005* NAD 83(2011) POSITION- 34 46 38.90127(N) 092 27 47.17017(W)   ADJUSTED
 AE3005* NAD 83(2011) ELLIP HT-   145.423 (meters)        (06/27/12)   ADJUSTED
 AE3005* NAD 83(2011) EPOCH   -  2010.00
 AE3005* NAVD 88 ORTHO HEIGHT -   172.3   (meters)      565.    (feet) GPS OBS
 AE3005  ______________________________________________________________________
 AE3005  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AE3005  GEOID HEIGHT    -        -26.768 (meters)                     GEOID96
 AE3005  GEOID HEIGHT    -        -26.869 (meters)                     GEOID18
 AE3005  NAD 83(2011) X  -   -225,394.874 (meters)                     COMP
 AE3005  NAD 83(2011) Y  - -5,239,821.262 (meters)                     COMP
 AE3005  NAD 83(2011) Z  -  3,617,700.113 (meters)                     COMP
 AE3005  LAPLACE CORR    -          2.22  (seconds)                    DEFLEC18
 AE3005
 AE3005  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AE3005  Standards:
 AE3005         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AE3005            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AE3005  -------------------------------------------------------------------
 AE3005  NETWORK    0.93   2.45           0.43   0.31   1.25      0.11895722
 AE3005  -------------------------------------------------------------------
 AE3005  Click here for local accuracies and other accuracy information.
 AE3005
 AE3005.The horizontal coordinates were established by GPS observations
 AE3005.and adjusted by the National Geodetic Survey in June 2012.
 AE3005
 AE3005.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AE3005.been affixed to the stable North American tectonic plate. See 
 AE3005.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AE3005
 AE3005.The horizontal coordinates are valid at the epoch date displayed above
 AE3005.which is a decimal equivalence of Year/Month/Day.
 AE3005
 AE3005.The orthometric height was determined by GPS observations and a
 AE3005.high-resolution geoid model.
 AE3005
 AE3005.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE3005.GEOID18 height accuracy estimate available here.
 AE3005
 AE3005.Click photographs - Photos may exist for this station.
 AE3005
 AE3005.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3005
 AE3005.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE3005
 AE3005.The ellipsoidal height was determined by GPS observations
 AE3005.and is referenced to NAD 83.
 AE3005
 AE3005. The following values were computed from the NAD 83(2011) position.
 AE3005
 AE3005;                    North         East     Units Scale Factor Converg.
 AE3005;SPC AR S     -   634,218.538   357,610.101   MT  1.00000243   -0 15 33.1
 AE3005;SPC AR S     - 2,080,765.32  1,173,259.14   sFT  1.00000243   -0 15 33.1
 AE3005;UTM  15      - 3,848,497.359   549,125.274   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU4912548497(NAD 83)
 AE3005
 AE3005                          SUPERSEDED SURVEY CONTROL
 AE3005
 AE3005  NAD 83(2007)-  34 46 38.90125(N)    092 27 47.17111(W) AD(2002.00) 0
 AE3005  ELLIP H (02/10/07)  145.443  (m)                       GP(2002.00)    
 AE3005  ELLIP H (09/21/01)  145.453  (m)                       GP(       ) 4 2
 AE3005  NAD 83(1997)-  34 46 38.90115(N)    092 27 47.17134(W) AD(       ) B
 AE3005  ELLIP H (09/19/97)  145.439  (m)                       GP(       ) 4 1
 AE3005
 AE3005.Superseded values are not recommended for survey control.
 AE3005
 AE3005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3005.See file dsdata.pdf to determine how the superseded data were derived.
 AE3005
 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 = MARCH 20, 2026 22:17:28 EDT
 DK2833 ***********************************************************************
 DK2833  DESIGNATION -  PAGIS 2107
 DK2833  PID         -  DK2833
 DK2833  STATE/COUNTY-  AR/PULASKI
 DK2833  COUNTRY     -  US
 DK2833  USGS QUAD   -  LITTLE ROCK (2017)
 DK2833
 DK2833                         *CURRENT SURVEY CONTROL
 DK2833  ______________________________________________________________________
 DK2833* NAD 83(1986) POSITION- 34 39 30.     (N) 092 17 04.     (W)   SCALED
 DK2833* NAVD 88 ORTHO HEIGHT -    90.915 (meters)      298.28  (feet) ADJUSTED
 DK2833  ______________________________________________________________________
 DK2833  GEOID HEIGHT    -        -26.492 (meters)                     GEOID18
 DK2833  DYNAMIC HEIGHT  -         90.830 (meters)      298.00  (feet) COMP
 DK2833  MODELED GRAVITY -    979,691.9   (mgal)                       NAVD 88
 DK2833
 DK2833  VERT ORDER      -  FIRST     CLASS II
 DK2833
 DK2833.The horizontal coordinates were scaled from a map and have
 DK2833.an estimated accuracy of +/- 6 seconds.
 DK2833
 DK2833.The orthometric height was determined by differential leveling and
 DK2833.adjusted by the NATIONAL GEODETIC SURVEY
 DK2833.in May 2008.
 DK2833
 DK2833.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK2833.GEOID18 height accuracy estimate available here.
 DK2833
 DK2833.Click photographs - Photos may exist for this station.
 DK2833
 DK2833.The dynamic height is computed by dividing the NAVD 88
 DK2833.geopotential number by the normal gravity value computed on the
 DK2833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2833.degrees latitude (g = 980.6199 gals.).
 DK2833
 DK2833.The modeled gravity was interpolated from observed gravity values.
 DK2833
 DK2833;                    North         East    Units  Estimated Accuracy
 DK2833;SPC AR S     -   620,940.      373,930.      MT  (+/- 180 meters Scaled)
 DK2833
 DK2833_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU655353(NAD 83)
 DK2833
 DK2833                          SUPERSEDED SURVEY CONTROL
 DK2833
 DK2833.No superseded survey control is available for this station.
 DK2833
 DK2833_MARKER: DB = BENCH MARK DISK
 DK2833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2833_STAMPING: PAGIS-2107 1990
 DK2833_MARK LOGO: ARHD
 DK2833_PROJECTION: FLUSH
 DK2833_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK2833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK2833+STABILITY: SURFACE MOTION
 DK2833_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2833+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2007
 DK2833
 DK2833  HISTORY     - Date     Condition        Report By
 DK2833  HISTORY     - 19900723 MONUMENTED       ARHD
 DK2833  HISTORY     - 20070506 GOOD             ARHD
 DK2833
 DK2833                          STATION DESCRIPTION
 DK2833
 DK2833'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2007
 DK2833'THE MARK IS LOCATED ABOUT 5.0 MI (8.0 KM) SOUTHWEST OF LITTLE ROCK
 DK2833'ARKANSAS.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DK2833'
 DK2833'TO REACH FROM THE INTERSECTION OF US INTERSTATE HIGHWAY 530 AND STATE
 DK2833'HIGHWAY 338 SOUTH OF LITTLE ROCK, GO WEST ON HIGHWAY 338 FOR 1.7 MI
 DK2833'(2.7 KM) TO THE STATION ON THE LEFT AT THE INTERSECTION, DREHER OF
 DK2833'ROAD LEADING SOUTH.
 DK2833'
 DK2833'10.3 METERS SOUTH OF THE CENTERLINE OF THE HIGHWAY,  4.7 METERS WEST
 DK2833'OF A WATER VALVE, AND 1.5 METERS NORTHEAST OF A FIRE HYDRANT.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1764 ***********************************************************************
 EJ1764  DESIGNATION -  PALARM
 EJ1764  PID         -  EJ1764
 EJ1764  STATE/COUNTY-  AR/PULASKI
 EJ1764  COUNTRY     -  US
 EJ1764  USGS QUAD   -  MAYFLOWER (2017)
 EJ1764
 EJ1764                         *CURRENT SURVEY CONTROL
 EJ1764  ______________________________________________________________________
 EJ1764* NAD 83(1997) POSITION- 34 53 55.03163(N) 092 26 22.05838(W)   ADJUSTED
 EJ1764* NAVD 88 ORTHO HEIGHT -   154.    (meters)      505.    (feet) SCALED
 EJ1764  ______________________________________________________________________
 EJ1764  GEOID HEIGHT    -        -27.367 (meters)                     GEOID18
 EJ1764  LAPLACE CORR    -          2.44  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1764.GEOID18 height accuracy estimate available here.
 EJ1764
 EJ1764.Click photographs - Photos may exist for this station.
 EJ1764
 EJ1764.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1764
 EJ1764. The following values were computed from the NAD 83(1997) position.
 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;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!UTM  15      -   0.99998013  x   0.99963232  =   0.99961246
 EJ1764
 EJ1764:                Primary Azimuth Mark                     Grid Az
 EJ1764:SPC AR S     -  REYNOLDS 2                               341 18 48.5
 EJ1764:UTM  15      -  REYNOLDS 2                               340 44 48.5
 EJ1764
 EJ1764_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5121361943(NAD 83)
 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
 EJ1764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1764.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1764
 EJ1764_MARKER: DS = TRIANGULATION STATION DISK
 EJ1764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1764_STAMPING: PALARM 1940
 EJ1764_MARK LOGO: CGS
 EJ1764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1764+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EH0954 ***********************************************************************
 EH0954  DESIGNATION -  PALESTINE
 EH0954  PID         -  EH0954
 EH0954  STATE/COUNTY-  AR/ST FRANCIS
 EH0954  COUNTRY     -  US
 EH0954  USGS QUAD   -  PALESTINE (2017)
 EH0954
 EH0954                         *CURRENT SURVEY CONTROL
 EH0954  ______________________________________________________________________
 EH0954* NAD 83(1997) POSITION- 34 58 15.93096(N) 090 54 38.67632(W)   ADJUSTED
 EH0954* NAVD 88 ORTHO HEIGHT -    65.011 (meters)      213.29  (feet) ADJUSTED
 EH0954  ______________________________________________________________________
 EH0954  GEOID HEIGHT    -        -26.878 (meters)                     GEOID18
 EH0954  LAPLACE CORR    -         -0.01  (seconds)                    DEFLEC18
 EH0954  DYNAMIC HEIGHT  -         64.952 (meters)      213.10  (feet) COMP
 EH0954  MODELED GRAVITY -    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 and
 EH0954.adjusted by the NATIONAL GEODETIC SURVEY
 EH0954.in June 1991.
 EH0954
 EH0954.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH0954.GEOID18 height accuracy estimate available here.
 EH0954
 EH0954.Click photographs - Photos may exist for this station.
 EH0954
 EH0954.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999401  x   0.99999279  =   0.99998680
 EH0954!SPC AR S     -   0.99999401  x   1.00005199  =   1.00004600
 EH0954!UTM  15      -   0.99999401  x   1.00004836  =   1.00004237
 EH0954
 EH0954:                Primary Azimuth Mark                     Grid Az
 EH0954:SPC AR N     -  MOON                                     249 49 04.7
 EH0954:SPC AR S     -  MOON                                     249 50 31.8
 EH0954:UTM  15      -  MOON                                     249 15 14.3
 EH0954
 EH0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU9072971830(NAD 83)
 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(1995)-  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  USSD        -  34 58 15.77700(N)    090 54 38.00100(W) AD(       ) 3
 EH0954  NGVD 29              64.94   (m)          213.1    (f) LEVELING    3  
 EH0954  NGVD 29 (11/26/84)   65.004  (m)          213.27   (f) ADJUSTED    1 2
 EH0954
 EH0954.Superseded values are not recommended for survey control.
 EH0954
 EH0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH0954.See file dsdata.pdf to determine how the superseded data were derived.
 EH0954
 EH0954_MARKER: DS = TRIANGULATION STATION DISK
 EH0954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH0954_STAMPING: PALESTINE 1916 1920 BM
 EH0954_MARK LOGO: CGS
 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             USACE
 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 ARMY CORPS OF 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 = MARCH 20, 2026 22:17:28 EDT
 EH2896 ***********************************************************************
 EH2896  DESIGNATION -  PALESTINE 2 RESET
 EH2896  PID         -  EH2896
 EH2896  STATE/COUNTY-  AR/ST FRANCIS
 EH2896  COUNTRY     -  US
 EH2896  USGS QUAD   -  PALESTINE (2017)
 EH2896
 EH2896                         *CURRENT SURVEY CONTROL
 EH2896  ______________________________________________________________________
 EH2896* NAD 83(1997) POSITION- 34 58 16.40110(N) 090 54 31.90630(W)   ADJUSTED
 EH2896* NAVD 88 ORTHO HEIGHT -    65.    (meters)      213.    (feet) SCALED
 EH2896  ______________________________________________________________________
 EH2896  GEOID HEIGHT    -        -26.878 (meters)                     GEOID18
 EH2896  LAPLACE CORR    -         -0.00  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2896.GEOID18 height accuracy estimate available here.
 EH2896
 EH2896.Click photographs - Photos may exist for this station.
 EH2896
 EH2896.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2896
 EH2896. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999401  x   0.99999277  =   0.99998678
 EH2896!SPC AR S     -   0.99999401  x   1.00005203  =   1.00004604
 EH2896!UTM  15      -   0.99999401  x   1.00004917  =   1.00004318
 EH2896
 EH2896:                Primary Azimuth Mark                     Grid Az
 EH2896:SPC AR N     -  PALESTINE 2 AZ MK                        116 12 11.4
 EH2896:SPC AR S     -  PALESTINE 2 AZ MK                        116 13 38.7
 EH2896:UTM  15      -  PALESTINE 2 AZ MK                        115 38 21.1
 EH2896
 EH2896_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU9090171849(NAD 83)
 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(1995)-  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
 EH2896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2896.See file dsdata.pdf to determine how the superseded data were derived.
 EH2896
 EH2896_MARKER: DS = TRIANGULATION STATION DISK
 EH2896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2896_STAMPING: PALESTINE 2 1953 1965
 EH2896_MARK LOGO: CGS
 EH2896_PROJECTION: RECESSED 36 CENTIMETERS
 EH2896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2896+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2912 ***********************************************************************
 EH2912  DESIGNATION -  PALMER
 EH2912  PID         -  EH2912
 EH2912  STATE/COUNTY-  AR/MONROE
 EH2912  COUNTRY     -  US
 EH2912  USGS QUAD   -  PINE CITY (2017)
 EH2912
 EH2912                         *CURRENT SURVEY CONTROL
 EH2912  ______________________________________________________________________
 EH2912* NAD 83(1997) POSITION- 34 36 05.91357(N) 091 03 05.13327(W)   ADJUSTED
 EH2912* NAVD 88 ORTHO HEIGHT -    51.    (meters)      167.    (feet) SCALED
 EH2912  ______________________________________________________________________
 EH2912  GEOID HEIGHT    -        -26.792 (meters)                     GEOID18
 EH2912  LAPLACE CORR    -         -0.58  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2912.GEOID18 height accuracy estimate available here.
 EH2912
 EH2912.Click photographs - Photos may exist for this station.
 EH2912
 EH2912.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2912
 EH2912. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999620  x   0.99996736  =   0.99996356
 EH2912!UTM  15      -   0.99999620  x   0.99999353  =   0.99998973
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU7868030593(NAD 83)
 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(1993)-  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
 EH2912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2912.See file dsdata.pdf to determine how the superseded data were derived.
 EH2912
 EH2912_MARKER: DS = TRIANGULATION STATION DISK
 EH2912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2912_STAMPING: PALMER 1965
 EH2912_MARK LOGO: CGS
 EH2912_PROJECTION: FLUSH
 EH2912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2912+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0679 ***********************************************************************
 GF0679  DESIGNATION -  PANTHER
 GF0679  PID         -  GF0679
 GF0679  STATE/COUNTY-  AR/BAXTER
 GF0679  COUNTRY     -  US
 GF0679  USGS QUAD   -  CLARKRIDGE (2017)
 GF0679
 GF0679                         *CURRENT SURVEY CONTROL
 GF0679  ______________________________________________________________________
 GF0679* NAD 83(1997) POSITION- 36 22 36.07199(N) 092 15 55.58772(W)   ADJUSTED
 GF0679* NAVD 88 ORTHO HEIGHT -   255.    (meters)      837.    (feet) SCALED
 GF0679  ______________________________________________________________________
 GF0679  GEOID HEIGHT    -        -28.410 (meters)                     GEOID18
 GF0679  LAPLACE CORR    -          0.52  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0679.GEOID18 height accuracy estimate available here.
 GF0679
 GF0679.Click photographs - Photos may exist for this station.
 GF0679
 GF0679.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0679
 GF0679. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 GF0679:SPC AR N     -  WALLACE KNOB                             258 19 33.0
 GF0679:UTM  15      -  WALLACE KNOB                             257 44 08.5
 GF0679
 GF0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA6588825980(NAD 83)
 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
 GF0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0679.See file dsdata.pdf to determine how the superseded data were derived.
 GF0679
 GF0679_MARKER: DS = TRIANGULATION STATION DISK
 GF0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0679_STAMPING: PANTHER 1953
 GF0679_MARK LOGO: CGS
 GF0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0679+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1534 ***********************************************************************
 DL1534  DESIGNATION -  PAP FT LYNN
 DL1534  PID         -  DL1534
 DL1534  STATE/COUNTY-  AR/MILLER
 DL1534  COUNTRY     -  US
 DL1534  USGS QUAD   -  DODDRIDGE NW (2017)
 DL1534
 DL1534                         *CURRENT SURVEY CONTROL
 DL1534  ______________________________________________________________________
 DL1534* NAD 83(1997) POSITION- 33 09 53.16134(N) 093 53 03.46497(W)   ADJUSTED
 DL1534* NAVD 88 ORTHO HEIGHT -    75.    (meters)      246.    (feet) SCALED
 DL1534  ______________________________________________________________________
 DL1534  GEOID HEIGHT    -        -26.641 (meters)                     GEOID18
 DL1534  LAPLACE CORR    -          0.46  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1534.GEOID18 height accuracy estimate available here.
 DL1534
 DL1534.Click photographs - Photos may exist for this station.
 DL1534
 DL1534.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1534
 DL1534. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999241  x   1.00003273  =   1.00002514
 DL1534!UTM  15      -   0.99999241  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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVS1754569901(NAD 83)
 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(1993)-  33 09 53.16144(N)    093 53 03.45933(W) AD(       ) 3
 DL1534  NAD 83(1993)-  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
 DL1534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1534.See file dsdata.pdf to determine how the superseded data were derived.
 DL1534
 DL1534_MARKER: P = PIPE CAP
 DL1534_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL1534_STAMPING: PAP FT LYNN
 DL1534_MARK LOGO: USACE
 DL1534_MAGNETIC: P = MARKER IS A STEEL PIPE
 DL1534_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL1534
 DL1534  HISTORY     - Date     Condition        Report By
 DL1534  HISTORY     - 1951     MONUMENTED       USACE
 DL1534  HISTORY     - 1956     GOOD             CGS
 DL1534  HISTORY     - 1963     GOOD             CGS
 DL1534
 DL1534                          STATION DESCRIPTION
 DL1534
 DL1534'DESCRIBED BY US ARMY CORPS OF 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 = MARCH 20, 2026 22:17:28 EDT
 AE2987 ***********************************************************************
 AE2987  FBN         -  This is a Federal Base Network Control Station.
 AE2987  DESIGNATION -  PAR 1
 AE2987  PID         -  AE2987
 AE2987  STATE/COUNTY-  AR/GREENE
 AE2987  COUNTRY     -  US
 AE2987  USGS QUAD   -  PARAGOULD WEST (2017)
 AE2987
 AE2987                         *CURRENT SURVEY CONTROL
 AE2987  ______________________________________________________________________
 AE2987* NAD 83(2011) POSITION- 36 03 30.76400(N) 090 31 09.47460(W)   ADJUSTED
 AE2987* NAD 83(2011) ELLIP HT-    61.570 (meters)        (06/27/12)   ADJUSTED
 AE2987* NAD 83(2011) EPOCH   -  2010.00
 AE2987* NAVD 88 ORTHO HEIGHT -    89.792 (meters)      294.59  (feet) ADJUSTED
 AE2987  ______________________________________________________________________
 AE2987  GEOID HEIGHT    -        -28.218 (meters)                     GEOID18
 AE2987  NAD 83(2011) X  -    -46,787.046 (meters)                     COMP
 AE2987  NAD 83(2011) Y  - -5,162,015.476 (meters)                     COMP
 AE2987  NAD 83(2011) Z  -  3,733,481.491 (meters)                     COMP
 AE2987  LAPLACE CORR    -         -0.79  (seconds)                    DEFLEC18
 AE2987  DYNAMIC HEIGHT  -         89.716 (meters)      294.34  (feet) COMP
 AE2987  MODELED GRAVITY -    979,790.8   (mgal)                       NAVD 88
 AE2987
 AE2987  VERT ORDER      -  FIRST     CLASS II
 AE2987
 AE2987  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AE2987  Standards:
 AE2987         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AE2987            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AE2987  -------------------------------------------------------------------
 AE2987  NETWORK    0.37   0.84           0.16   0.14   0.43      0.02595896
 AE2987  -------------------------------------------------------------------
 AE2987  Click here for local accuracies and other accuracy information.
 AE2987
 AE2987.The horizontal coordinates were established by GPS observations
 AE2987.and adjusted by the National Geodetic Survey in June 2012.
 AE2987
 AE2987.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AE2987.been affixed to the stable North American tectonic plate. See 
 AE2987.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AE2987
 AE2987.The horizontal coordinates are valid at the epoch date displayed above
 AE2987.which is a decimal equivalence of Year/Month/Day.
 AE2987
 AE2987.The orthometric height was determined by differential leveling and
 AE2987.adjusted by the NATIONAL GEODETIC SURVEY
 AE2987.in March 2014.
 AE2987
 AE2987.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE2987.GEOID18 height accuracy estimate available here.
 AE2987
 AE2987.Click photographs - Photos may exist for this station.
 AE2987
 AE2987.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2987
 AE2987.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE2987
 AE2987.The ellipsoidal height was determined by GPS observations
 AE2987.and is referenced to NAD 83.
 AE2987
 AE2987.The dynamic height is computed by dividing the NAVD 88
 AE2987.geopotential number by the normal gravity value computed on the
 AE2987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2987.degrees latitude (g = 980.6199 gals.).
 AE2987
 AE2987.The modeled gravity was interpolated from observed gravity values.
 AE2987
 AE2987. The following values were computed from the NAD 83(2011) position.
 AE2987
 AE2987;                    North         East     Units Scale Factor Converg.
 AE2987;SPC AR N     -   192,404.594   533,397.745   MT  0.99997012   +0 51 41.8
 AE2987;SPC AR N     -   631,247.41  1,749,989.10   sFT  0.99997012   +0 51 41.8
 AE2987;UTM  15      - 3,993,290.186   723,435.979   MT  1.00021518   +1 27 38.8
 AE2987
 AE2987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2987!SPC AR N     -   0.99999034  x   0.99997012  =   0.99996046
 AE2987!UTM  15      -   0.99999034  x   1.00021518  =   1.00020551
 AE2987
 AE2987_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV2343593290(NAD 83)
 AE2987
 AE2987|---------------------------------------------------------------------|
 AE2987| PID    Reference Object                     Distance      Geod. Az  |
 AE2987|                                                           dddmmss.s |
 AE2987| AE2994 PAR 2                               129.588 METERS 02714     |
 AE2987|---------------------------------------------------------------------|
 AE2987
 AE2987                          SUPERSEDED SURVEY CONTROL
 AE2987
 AE2987  NAD 83(2007)-  36 03 30.76402(N)    090 31 09.47557(W) AD(2002.00) 0
 AE2987  ELLIP H (02/10/07)   61.593  (m)                       GP(2002.00)    
 AE2987  ELLIP H (07/20/01)   61.602  (m)                       GP(       ) 4 1
 AE2987  NAD 83(1997)-  36 03 30.76384(N)    090 31 09.47584(W) AD(       ) A
 AE2987  ELLIP H (09/19/97)   61.573  (m)                       GP(       ) 3 2
 AE2987  NAVD 88 (07/20/01)   89.8    (m)  UNKNOWN  model used  GPS OBS        
 AE2987  NAVD 88 (09/19/97)   89.8    (m)  GEOID96  model used  GPS OBS        
 AE2987
 AE2987.Superseded values are not recommended for survey control.
 AE2987
 AE2987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2987.See file dsdata.pdf to determine how the superseded data were derived.
 AE2987
 AE2987_MARKER: F = FLANGE-ENCASED ROD
 AE2987_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE2987_STAMPING: AHTD PAR 1 1997
 AE2987_MARK LOGO: ARHD
 AE2987_PROJECTION: RECESSED 3 CENTIMETERS
 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 - October 01, 2012
 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  HISTORY     - 20081021 GOOD             ARHD
 AE2987  HISTORY     - 20120925 GOOD             ASSOEN
 AE2987  HISTORY     - 20121001 GOOD             ASSOEN
 AE2987
 AE2987                          STATION DESCRIPTION
 AE2987
 AE2987'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 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 DEPARTMENT OF TRANSPORTATION 2003 (DW)
 AE2987'RECOVERED AS DESCRIBED.
 AE2987
 AE2987                          STATION RECOVERY (2008)
 AE2987
 AE2987'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2008 (WDA)
 AE2987'RECOVERED IN GOOD CONDITION.
 AE2987
 AE2987                          STATION RECOVERY (2012)
 AE2987
 AE2987'RECOVERY NOTE BY ASSOCIATED ENGINEERING 2012 (MPM)
 AE2987'RECOVERED IN GOOD CONDITION.
 AE2987
 AE2987                          STATION RECOVERY (2012)
 AE2987
 AE2987'RECOVERY NOTE BY ASSOCIATED ENGINEERING 2012 (MPM)
 AE2987'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 AE2994 ***********************************************************************
 AE2994  CBN         -  This is a Cooperative Base Network Control Station.
 AE2994  DESIGNATION -  PAR 2
 AE2994  PID         -  AE2994
 AE2994  STATE/COUNTY-  AR/GREENE
 AE2994  COUNTRY     -  US
 AE2994  USGS QUAD   -  PARAGOULD WEST (2017)
 AE2994
 AE2994                         *CURRENT SURVEY CONTROL
 AE2994  ______________________________________________________________________
 AE2994* NAD 83(2011) POSITION- 36 03 34.50251(N) 090 31 07.10553(W)   ADJUSTED
 AE2994* NAD 83(2011) ELLIP HT-    61.616 (meters)        (06/27/12)   ADJUSTED
 AE2994* NAD 83(2011) EPOCH   -  2010.00
 AE2994* NAVD 88 ORTHO HEIGHT -    89.847 (meters)      294.77  (feet) ADJUSTED
 AE2994  ______________________________________________________________________
 AE2994  GEOID HEIGHT    -        -28.220 (meters)                     GEOID18
 AE2994  NAD 83(2011) X  -    -46,727.144 (meters)                     COMP
 AE2994  NAD 83(2011) Y  - -5,161,948.226 (meters)                     COMP
 AE2994  NAD 83(2011) Z  -  3,733,574.672 (meters)                     COMP
 AE2994  LAPLACE CORR    -         -0.78  (seconds)                    DEFLEC18
 AE2994  DYNAMIC HEIGHT  -         89.771 (meters)      294.52  (feet) COMP
 AE2994  MODELED GRAVITY -    979,791.0   (mgal)                       NAVD 88
 AE2994
 AE2994  VERT ORDER      -  FIRST     CLASS II
 AE2994
 AE2994  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AE2994  Standards:
 AE2994         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AE2994            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AE2994  -------------------------------------------------------------------
 AE2994  NETWORK    0.91   1.06           0.40   0.34   0.54      0.08817004
 AE2994  -------------------------------------------------------------------
 AE2994  Click here for local accuracies and other accuracy information.
 AE2994
 AE2994.The horizontal coordinates were established by GPS observations
 AE2994.and adjusted by the National Geodetic Survey in June 2012.
 AE2994
 AE2994.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AE2994.been affixed to the stable North American tectonic plate. See 
 AE2994.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AE2994
 AE2994.The horizontal coordinates are valid at the epoch date displayed above
 AE2994.which is a decimal equivalence of Year/Month/Day.
 AE2994
 AE2994.The orthometric height was determined by differential leveling and
 AE2994.adjusted by the NATIONAL GEODETIC SURVEY
 AE2994.in March 2014.
 AE2994
 AE2994.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE2994.GEOID18 height accuracy estimate available here.
 AE2994
 AE2994.Click photographs - Photos may exist for this station.
 AE2994
 AE2994.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2994
 AE2994.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE2994
 AE2994.The ellipsoidal height was determined by GPS observations
 AE2994.and is referenced to NAD 83.
 AE2994
 AE2994.The dynamic height is computed by dividing the NAVD 88
 AE2994.geopotential number by the normal gravity value computed on the
 AE2994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2994.degrees latitude (g = 980.6199 gals.).
 AE2994
 AE2994.The modeled gravity was interpolated from observed gravity values.
 AE2994
 AE2994. The following values were computed from the NAD 83(2011) position.
 AE2994
 AE2994;                    North         East     Units Scale Factor Converg.
 AE2994;SPC AR N     -   192,520.699   533,455.294   MT  0.99997027   +0 51 43.2
 AE2994;SPC AR N     -   631,628.33  1,750,177.91   sFT  0.99997027   +0 51 43.2
 AE2994;UTM  15      - 3,993,406.914   723,492.324   MT  1.00021549   +1 27 40.3
 AE2994
 AE2994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2994!SPC AR N     -   0.99999033  x   0.99997027  =   0.99996060
 AE2994!UTM  15      -   0.99999033  x   1.00021549  =   1.00020582
 AE2994
 AE2994_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV2349293406(NAD 83)
 AE2994
 AE2994|---------------------------------------------------------------------|
 AE2994| PID    Reference Object                     Distance      Geod. Az  |
 AE2994|                                                           dddmmss.s |
 AE2994| AE2987 PAR 1                               129.588 METERS 20714     |
 AE2994|---------------------------------------------------------------------|
 AE2994
 AE2994                          SUPERSEDED SURVEY CONTROL
 AE2994
 AE2994  NAD 83(2007)-  36 03 34.50255(N)    090 31 07.10651(W) AD(2002.00) 0
 AE2994  ELLIP H (02/10/07)   61.639  (m)                       GP(2002.00)    
 AE2994  ELLIP H (09/21/01)   61.648  (m)                       GP(       ) 4 2
 AE2994  NAD 83(1997)-  36 03 34.50229(N)    090 31 07.10669(W) AD(       ) B
 AE2994  ELLIP H (09/19/97)   61.620  (m)                       GP(       ) 4 1
 AE2994  NAVD 88 (09/19/97)   89.8    (m)  GEOID96  model used  GPS OBS        
 AE2994
 AE2994.Superseded values are not recommended for survey control.
 AE2994
 AE2994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2994.See file dsdata.pdf to determine how the superseded data were derived.
 AE2994
 AE2994_MARKER: F = FLANGE-ENCASED ROD
 AE2994_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE2994_STAMPING: AHTD PAR 2 1997
 AE2994_MARK LOGO: ARHD
 AE2994_PROJECTION: RECESSED 3 CENTIMETERS
 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 - October 01, 2012
 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  HISTORY     - 20120925 GOOD             ASSOEN
 AE2994  HISTORY     - 20121001 GOOD             ASSOEN
 AE2994
 AE2994                          STATION DESCRIPTION
 AE2994
 AE2994'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 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.
 AE2994
 AE2994                          STATION RECOVERY (2012)
 AE2994
 AE2994'RECOVERY NOTE BY ASSOCIATED ENGINEERING 2012 (MPM)
 AE2994'RECOVERED IN GOOD CONDITION.
 AE2994
 AE2994                          STATION RECOVERY (2012)
 AE2994
 AE2994'RECOVERY NOTE BY ASSOCIATED ENGINEERING 2012 (MPM)
 AE2994'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GE0160 ***********************************************************************
 GE0160  DESIGNATION -  PARAGOULD
 GE0160  PID         -  GE0160
 GE0160  STATE/COUNTY-  AR/GREENE
 GE0160  COUNTRY     -  US
 GE0160  USGS QUAD   -  PARAGOULD EAST (2017)
 GE0160
 GE0160                         *CURRENT SURVEY CONTROL
 GE0160  ______________________________________________________________________
 GE0160* NAD 83(1986) POSITION- 36 03 21.12   (N) 090 29 20.16   (W)   HD_HELD1
 GE0160* NAVD 88 ORTHO HEIGHT -    93.492 (meters)      306.73  (feet) ADJUSTED
 GE0160  ______________________________________________________________________
 GE0160  GEOID HEIGHT    -        -28.230 (meters)                     GEOID18
 GE0160  DYNAMIC HEIGHT  -         93.413 (meters)      306.47  (feet) COMP
 GE0160  MODELED GRAVITY -    979,793.2   (mgal)                       NAVD 88
 GE0160
 GE0160  VERT ORDER      -  FIRST     CLASS II
 GE0160
 GE0160.The horizontal coordinates were determined by differentially corrected
 GE0160.hand held GPS observations or other comparable positioning techniques
 GE0160.and have an estimated accuracy of +/- 3 meters.
 GE0160
 GE0160.The orthometric height was determined by differential leveling and
 GE0160.adjusted by the NATIONAL GEODETIC SURVEY
 GE0160.in June 1991.
 GE0160
 GE0160.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0160.GEOID18 height accuracy estimate available here.
 GE0160
 GE0160.Click photographs - Photos may exist for this station.
 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     -   192,148.9     536,137.7     MT  (+/- 3 meters HH1 GPS) 
 GE0160
 GE0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV2617993063(NAD 83)
 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
 GE0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0160.See file dsdata.pdf to determine how the superseded data were derived.
 GE0160
 GE0160_MARKER: DB = BENCH MARK DISK
 GE0160_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GE0160_SP_SET: BUILDING WATER TABLE
 GE0160_MARK LOGO: USGS
 GE0160_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GE0160_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GE0160+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2012
 GE0160
 GE0160  HISTORY     - Date     Condition        Report By
 GE0160  HISTORY     - UNK      MONUMENTED       USGS
 GE0160  HISTORY     - 1956     GOOD             CGS
 GE0160  HISTORY     - 20020731 GOOD             USACE
 GE0160  HISTORY     - 20081021 GOOD             ARHD
 GE0160  HISTORY     - 20121030 GOOD             ASSOEN
 GE0160
 GE0160                          STATION DESCRIPTION
 GE0160
 GE0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 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.
 GE0160
 GE0160                          STATION RECOVERY (2008)
 GE0160
 GE0160'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2008 (WDA)
 GE0160'RECOVERED IN GOOD CONDITION.
 GE0160
 GE0160                          STATION RECOVERY (2012)
 GE0160
 GE0160'RECOVERY NOTE BY ASSOCIATED ENGINEERING 2012 (MPM)
 GE0160'RECOVERED AS DESCRIBED.  NOTE-NO STAMPING ON DISK.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 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  COUNTRY     -  US
 DH7109  USGS QUAD   -  PARAGOULD WEST (2017)
 DH7109
 DH7109                         *CURRENT SURVEY CONTROL
 DH7109  ______________________________________________________________________
 DH7109* NAD 83(2011) POSITION- 36 03 32.78714(N) 090 31 07.62496(W)   ADJUSTED
 DH7109* NAD 83(2011) ELLIP HT-    69.595 (meters)        (04/??/25)   ADJUSTED
 DH7109* NAD 83(2011) EPOCH   -  2010.00
 DH7109* NAVD 88 ORTHO HEIGHT -    97.793 (meters)      320.84  (feet) ADJUSTED
 DH7109  ______________________________________________________________________
 DH7109  GEOID HEIGHT    -        -28.219 (meters)                     GEOID18
 DH7109  NAD 83(2011) X  -    -46,740.483 (meters)                     COMP
 DH7109  NAD 83(2011) Y  - -5,161,985.679 (meters)                     COMP
 DH7109  NAD 83(2011) Z  -  3,733,536.626 (meters)                     COMP
 DH7109  VERT ORDER      -  FIRST     CLASS II
 DH7109
 DH7109  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH7109  Standards:
 DH7109         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH7109            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH7109  -------------------------------------------------------------------
 DH7109  NETWORK    0.20   0.41           0.10   0.03   0.21     -0.38675600
 DH7109  -------------------------------------------------------------------
 DH7109
 DH7109.The coordinates were established by GPS observations
 DH7109.and adjusted by the National Geodetic Survey in April 2025.
 DH7109
 DH7109.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH7109.been affixed to the stable North American Tectonic Plate. 
 DH7109
 DH7109.The coordinates are valid at the epoch date displayed above
 DH7109.which is a decimal equivalence of Year/Month/Day.
 DH7109
 DH7109.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DH7109.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DH7109.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DH7109.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DH7109.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DH7109.published epoch of 2010.00.
 DH7109
 DH7109.Additional information on MYCS is available at:
 DH7109.https://geodesy.noaa.gov/CORS/index.shtml
 DH7109
 DH7109.The orthometric height was determined by differential leveling and
 DH7109.adjusted by the NATIONAL GEODETIC SURVEY
 DH7109.in March 2014.
 DH7109
 DH7109.No vertical observational check was made to the station.
 DH7109
 DH7109.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH7109.GEOID18 height accuracy estimate available here.
 DH7109
 DH7109.The PID for the CORS L1 Phase Center is DR3585.
 DH7109
 DH7109.Click photographs - Photos may exist for this station.
 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 following values were computed from the NAD 83(2011) position.
 DH7109
 DH7109;                    North         East     Units Scale Factor Converg.
 DH7109;SPC AR N     -   192,467.639   533,443.092   MT  0.99997020   +0 51 42.9
 DH7109;SPC AR N     -   631,454.25  1,750,137.88   sFT  0.99997020   +0 51 42.9
 DH7109;UTM  15      - 3,993,353.717   723,480.675   MT  1.00021543   +1 27 39.9
 DH7109
 DH7109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7109!SPC AR N     -   0.99998908  x   0.99997020  =   0.99995928
 DH7109!UTM  15      -   0.99998908  x   1.00021543  =   1.00020450
 DH7109
 DH7109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV2348093353(NAD 83)
 DH7109
 DH7109                          SUPERSEDED SURVEY CONTROL
 DH7109
 DH7109  NAD 83(2011)-  36 03 32.78722(N)    090 31 07.62505(W) AD(2010.00) c
 DH7109  ELLIP H (04/??/20)   69.603  (m)                       GP(2010.00) c c
 DH7109  NAD 83(2011)-  36 03 32.78725(N)    090 31 07.62500(W) AD(2010.00) c
 DH7109  ELLIP H (06/??/19)   69.587  (m)                       GP(2010.00) c c
 DH7109  NAD 83(2011)-  36 03 32.78725(N)    090 31 07.62494(W) AD(2010.00) c
 DH7109  ELLIP H (08/??/11)   69.576  (m)                       GP(2010.00) c c
 DH7109  NAD 83(CORS)-  36 03 32.78725(N)    090 31 07.62532(W) AD(2002.00) c
 DH7109  ELLIP H (11/??/05)   69.584  (m)                       GP(2002.00) c c
 DH7109
 DH7109.Superseded values are not recommended for survey control.
 DH7109
 DH7109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH7109.See file dsdata.pdf to determine how the superseded data were derived.
 DH7109
 DH7109_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH7109
 DH7109                          STATION DESCRIPTION
 DH7109
 DH7109'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DH7109'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DH7109'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DH7109'AND LOG FILES ACCESSIBLE AT:
 DH7109'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GE1007 ***********************************************************************
 GE1007  DESIGNATION -  PARAGOULD GREENE CO CTHSE TWR
 GE1007  PID         -  GE1007
 GE1007  STATE/COUNTY-  AR/GREENE
 GE1007  COUNTRY     -  US
 GE1007  USGS QUAD   -  PARAGOULD EAST (2017)
 GE1007
 GE1007                         *CURRENT SURVEY CONTROL
 GE1007  ______________________________________________________________________
 GE1007* NAD 83(1997) POSITION- 36 03 21.23969(N) 090 29 20.53997(W)   ADJUSTED
 GE1007  ______________________________________________________________________
 GE1007  GEOID HEIGHT    -        -28.230 (meters)                     GEOID18
 GE1007  LAPLACE CORR    -         -0.89  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE1007.GEOID18 height accuracy estimate available here.
 GE1007
 GE1007.Click photographs - Photos may exist for this station.
 GE1007
 GE1007.The Laplace correction was computed from DEFLEC18 derived deflections.
 GE1007
 GE1007. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV2616993066(NAD 83)
 GE1007
 GE1007                          SUPERSEDED SURVEY CONTROL
 GE1007
 GE1007  NAD 83(1986)-  36 03 21.25042(N)    090 29 20.54052(W) AD(       ) 3
 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
 GE1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1007.See file dsdata.pdf to determine how the superseded data were derived.
 GE1007
 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 = MARCH 20, 2026 22:17:28 EDT
 GE1008 ***********************************************************************
 GE1008  DESIGNATION -  PARAGOULD RAD STA KDRS MAST
 GE1008  PID         -  GE1008
 GE1008  STATE/COUNTY-  AR/GREENE
 GE1008  COUNTRY     -  US
 GE1008  USGS QUAD   -  PARAGOULD EAST (2017)
 GE1008
 GE1008                         *CURRENT SURVEY CONTROL
 GE1008  ______________________________________________________________________
 GE1008* NAD 83(1997) POSITION- 36 03 01.42753(N) 090 27 44.66004(W)   ADJUSTED
 GE1008  ______________________________________________________________________
 GE1008  GEOID HEIGHT    -        -28.239 (meters)                     GEOID18
 GE1008  LAPLACE CORR    -         -0.84  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE1008.GEOID18 height accuracy estimate available here.
 GE1008
 GE1008.Click photographs - Photos may exist for this station.
 GE1008
 GE1008.The Laplace correction was computed from DEFLEC18 derived deflections.
 GE1008
 GE1008. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV2858492518(NAD 83)
 GE1008
 GE1008                          SUPERSEDED SURVEY CONTROL
 GE1008
 GE1008  NAD 83(1986)-  36 03 01.43834(N)    090 27 44.66075(W) AD(       ) 3
 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
 GE1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1008.See file dsdata.pdf to determine how the superseded data were derived.
 GE1008
 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 = MARCH 20, 2026 22:17:28 EDT
 GE1189 ***********************************************************************
 GE1189  DESIGNATION -  PARAPORT
 GE1189  PID         -  GE1189
 GE1189  STATE/COUNTY-  AR/GREENE
 GE1189  COUNTRY     -  US
 GE1189  USGS QUAD   -  PARAGOULD WEST (2017)
 GE1189
 GE1189                         *CURRENT SURVEY CONTROL
 GE1189  ______________________________________________________________________
 GE1189* NAD 83(1997) POSITION- 36 03 39.99828(N) 090 30 38.68487(W)   ADJUSTED
 GE1189* NAD 83(1997) ELLIP HT-    59.813 (meters)        (09/24/01)   ADJUSTED
 GE1189* NAVD 88 ORTHO HEIGHT -    87.996 (meters)      288.70  (feet) ADJUSTED
 GE1189  ______________________________________________________________________
 GE1189  GEOID HEIGHT    -        -28.225 (meters)                     GEOID18
 GE1189  NAD 83(1997) X  -    -46,014.991 (meters)                     COMP
 GE1189  NAD 83(1997) Y  - -5,161,853.451 (meters)                     COMP
 GE1189  NAD 83(1997) Z  -  3,733,710.548 (meters)                     COMP
 GE1189  LAPLACE CORR    -         -0.75  (seconds)                    DEFLEC18
 GE1189  DYNAMIC HEIGHT  -         87.922 (meters)      288.46  (feet) COMP
 GE1189  MODELED GRAVITY -    979,792.1   (mgal)                       NAVD 88
 GE1189
 GE1189  HORZ ORDER      -  FIRST
 GE1189  VERT ORDER      -  FIRST     CLASS II
 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 orthometric height was determined by differential leveling and
 GE1189.adjusted by the NATIONAL GEODETIC SURVEY
 GE1189.in March 2014.
 GE1189
 GE1189.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE1189.GEOID18 height accuracy estimate available here.
 GE1189
 GE1189.Click photographs - Photos may exist for this station.
 GE1189
 GE1189.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GE1189
 GE1189.The Laplace correction was computed from DEFLEC18 derived deflections.
 GE1189
 GE1189.The ellipsoidal height was determined by GPS observations
 GE1189.and is referenced to NAD 83.
 GE1189
 GE1189.The dynamic height is computed by dividing the NAVD 88
 GE1189.geopotential number by the normal gravity value computed on the
 GE1189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GE1189.degrees latitude (g = 980.6199 gals.).
 GE1189
 GE1189.The modeled gravity was interpolated from observed gravity values.
 GE1189
 GE1189. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV2419993594(NAD 83)
 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)   59.849  (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)   59.833  (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)  RAPSU86  model used  GPS OBS        
 GE1189
 GE1189.Superseded values are not recommended for survey control.
 GE1189
 GE1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1189.See file dsdata.pdf to determine how the superseded data were derived.
 GE1189
 GE1189_MARKER: F = FLANGE-ENCASED ROD
 GE1189_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 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 25, 2012
 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  HISTORY     - 20081021 GOOD             ARHD
 GE1189  HISTORY     - 20120925 GOOD             ASSOEN
 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.
 GE1189
 GE1189                          STATION RECOVERY (2008)
 GE1189
 GE1189'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2008 (WDA)
 GE1189'RECOVERED IN GOOD CONDITION.
 GE1189
 GE1189                          STATION RECOVERY (2012)
 GE1189
 GE1189'RECOVERY NOTE BY ASSOCIATED ENGINEERING 2012 (MPM)
 GE1189'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GE1190 ***********************************************************************
 GE1190  DESIGNATION -  PARAPORT AZ MK
 GE1190  PID         -  GE1190
 GE1190  STATE/COUNTY-  AR/GREENE
 GE1190  COUNTRY     -  US
 GE1190  USGS QUAD   -  PARAGOULD WEST (2017)
 GE1190
 GE1190                         *CURRENT SURVEY CONTROL
 GE1190  ______________________________________________________________________
 GE1190* NAD 83(1997) POSITION- 36 03 56.82747(N) 090 30 15.85409(W)   ADJUSTED
 GE1190* NAD 83(1997) ELLIP HT-    59.088 (meters)        (09/24/01)   ADJUSTED
 GE1190* NAVD 88 ORTHO HEIGHT -    87.1   (meters)      286.    (feet) VERTCON3
 GE1190  ______________________________________________________________________
 GE1190  GEOID HEIGHT    -        -28.233 (meters)                     GEOID18
 GE1190  NAD 83(1997) X  -    -45,440.949 (meters)                     COMP
 GE1190  NAD 83(1997) Y  - -5,161,552.578 (meters)                     COMP
 GE1190  NAD 83(1997) Z  -  3,734,129.436 (meters)                     COMP
 GE1190  LAPLACE CORR    -         -0.70  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE1190.GEOID18 height accuracy estimate available here.
 GE1190
 GE1190.Click photographs - Photos may exist for this station.
 GE1190
 GE1190.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GE1190
 GE1190.The Laplace correction was computed from DEFLEC18 derived deflections.
 GE1190
 GE1190.The ellipsoidal height was determined by GPS observations
 GE1190.and is referenced to NAD 83.
 GE1190
 GE1190. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV2475794127(NAD 83)
 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)   59.124  (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)   59.108  (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)  RAPSU86  model used  GPS OBS        
 GE1190
 GE1190.Superseded values are not recommended for survey control.
 GE1190
 GE1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1190.See file dsdata.pdf to determine how the superseded data were derived.
 GE1190
 GE1190_MARKER: I = METAL ROD
 GE1190_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1880 ***********************************************************************
 FG1880  DESIGNATION -  PARIS MUN TANK
 FG1880  PID         -  FG1880
 FG1880  STATE/COUNTY-  AR/LOGAN
 FG1880  COUNTRY     -  US
 FG1880  USGS QUAD   -  PARIS (2017)
 FG1880
 FG1880                         *CURRENT SURVEY CONTROL
 FG1880  ______________________________________________________________________
 FG1880* NAD 83(1997) POSITION- 35 17 50.59404(N) 093 43 53.27214(W)   ADJUSTED
 FG1880  ______________________________________________________________________
 FG1880  GEOID HEIGHT    -        -29.732 (meters)                     GEOID18
 FG1880  LAPLACE CORR    -          0.95  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1880.GEOID18 height accuracy estimate available here.
 FG1880
 FG1880.Click photographs - Photos may exist for this station.
 FG1880
 FG1880.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1880
 FG1880. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV3349406268(NAD 83)
 FG1880
 FG1880                          SUPERSEDED SURVEY CONTROL
 FG1880
 FG1880  NAD 83(1993)-  35 17 50.60504(N)    093 43 53.26991(W) AD(       ) 3
 FG1880  NAD 83(1986)-  35 17 50.60512(N)    093 43 53.26713(W) AD(       ) 3
 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
 FG1880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1880.See file dsdata.pdf to determine how the superseded data were derived.
 FG1880
 FG1880_MARKER: 53 = ELEVATED TANK
 FG1880_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG1880+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2009
 FG1880
 FG1880  HISTORY     - Date     Condition        Report By
 FG1880  HISTORY     - 1971     FIRST OBSERVED   NGS
 FG1880  HISTORY     - 20050304 GOOD             GEOCAC
 FG1880  HISTORY     - 20090911 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.
 FG1880
 FG1880                          STATION RECOVERY (2009)
 FG1880
 FG1880'RECOVERY NOTE BY GEOCACHING 2009 (JA)
 FG1880'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1900 ***********************************************************************
 FG1900  DESIGNATION -  PARIS W ARK TEL MICROWAVE
 FG1900  PID         -  FG1900
 FG1900  STATE/COUNTY-  AR/LOGAN
 FG1900  COUNTRY     -  US
 FG1900  USGS QUAD   -  CAULKSVILLE (2017)
 FG1900
 FG1900                         *CURRENT SURVEY CONTROL
 FG1900  ______________________________________________________________________
 FG1900* NAD 83(1997) POSITION- 35 18 09.19888(N) 093 45 12.41207(W)   ADJUSTED
 FG1900  ______________________________________________________________________
 FG1900  GEOID HEIGHT    -        -29.732 (meters)                     GEOID18
 FG1900  LAPLACE CORR    -          0.37  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1900.GEOID18 height accuracy estimate available here.
 FG1900
 FG1900.Click photographs - Photos may exist for this station.
 FG1900
 FG1900.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1900
 FG1900. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV3150006856(NAD 83)
 FG1900
 FG1900                          SUPERSEDED SURVEY CONTROL
 FG1900
 FG1900  NAD 83(1993)-  35 18 09.21019(N)    093 45 12.40956(W) AD(       ) 3
 FG1900  NAD 83(1986)-  35 18 09.21081(N)    093 45 12.40623(W) AD(       ) 3
 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
 FG1900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1900.See file dsdata.pdf to determine how the superseded data were derived.
 FG1900
 FG1900_MARKER: 44 = MICROWAVE MAST
 FG1900_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FG1900+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2009
 FG1900
 FG1900  HISTORY     - Date     Condition        Report By
 FG1900  HISTORY     - 1971     FIRST OBSERVED   NGS
 FG1900  HISTORY     - 20090911 GOOD             GEOCAC
 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.
 FG1900
 FG1900                          STATION RECOVERY (2009)
 FG1900
 FG1900'RECOVERY NOTE BY GEOCACHING 2009 (JA)
 FG1900'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1678 ***********************************************************************
 FG1678  DESIGNATION -  PARK
 FG1678  PID         -  FG1678
 FG1678  STATE/COUNTY-  AR/VAN BUREN
 FG1678  COUNTRY     -  US
 FG1678  USGS QUAD   -  OLD LEXINGTON (2017)
 FG1678
 FG1678                         *CURRENT SURVEY CONTROL
 FG1678  ______________________________________________________________________
 FG1678* NAD 83(1997) POSITION- 35 40 10.29983(N) 092 28 53.57985(W)   ADJUSTED
 FG1678* NAVD 88 ORTHO HEIGHT -   433.    (meters)     1421.    (feet) SCALED
 FG1678  ______________________________________________________________________
 FG1678  GEOID HEIGHT    -        -27.864 (meters)                     GEOID18
 FG1678  LAPLACE CORR    -          0.51  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1678.GEOID18 height accuracy estimate available here.
 FG1678
 FG1678.Click photographs - Photos may exist for this station.
 FG1678
 FG1678.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1678
 FG1678. The following values were computed from the NAD 83(1997) position.
 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     -   0.99993640  x   0.99993704  =   0.99987344
 FG1678!UTM  15      -   0.99993640  x   0.99962713  =   0.99956355
 FG1678
 FG1678:                Primary Azimuth Mark                     Grid Az
 FG1678:SPC AR N     -  PARK AZ MK RESET                         314 31 55.7
 FG1678:UTM  15      -  PARK AZ MK RESET                         313 56 58.6
 FG1678
 FG1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV4692147419(NAD 83)
 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
 FG1678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1678.See file dsdata.pdf to determine how the superseded data were derived.
 FG1678
 FG1678_MARKER: DS = TRIANGULATION STATION DISK
 FG1678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1678_STAMPING: PARK 1954
 FG1678_MARK LOGO: CGS
 FG1678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1678+STABILITY: SURFACE MOTION
 FG1678
 FG1678  HISTORY     - Date     Condition        Report By
 FG1678  HISTORY     - 1954     MONUMENTED       CGS
 FG1678  HISTORY     - 1963     SEE DESCRIPTION  CGS
 FG1678  HISTORY     - 20151020 MARK NOT FOUND   ARHD
 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
 FG1678
 FG1678                          STATION RECOVERY (2015)
 FG1678
 FG1678'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 FG1678'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0854 ***********************************************************************
 GF0854  DESIGNATION -  PARK
 GF0854  PID         -  GF0854
 GF0854  STATE/COUNTY-  AR/MADISON
 GF0854  COUNTRY     -  US
 GF0854  USGS QUAD   -  HUNTSVILLE (2017)
 GF0854
 GF0854                         *CURRENT SURVEY CONTROL
 GF0854  ______________________________________________________________________
 GF0854* NAD 83(1997) POSITION- 36 00 33.92605(N) 093 42 38.52434(W)   ADJUSTED
 GF0854* NAVD 88 ORTHO HEIGHT -   433.5   (meters)     1422.    (feet) VERTCON3
 GF0854  ______________________________________________________________________
 GF0854  GEOID HEIGHT    -        -27.966 (meters)                     GEOID18
 GF0854  LAPLACE CORR    -          0.28  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0854.GEOID18 height accuracy estimate available here.
 GF0854
 GF0854.Click photographs - Photos may exist for this station.
 GF0854
 GF0854.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0854
 GF0854. The following values were computed from the NAD 83(1997) position.
 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     -   0.99993635  x   0.99996340  =   0.99989975
 GF0854!UTM  15      -   0.99993635  x   0.99965054  =   0.99958691
 GF0854
 GF0854:                Primary Azimuth Mark                     Grid Az
 GF0854:SPC AR N     -  PARK AZ MK                               335 22 55.6
 GF0854:UTM  15      -  PARK AZ MK                               334 48 16.3
 GF0854
 GF0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV3595385227(NAD 83)
 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(1993)-  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
 GF0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0854.See file dsdata.pdf to determine how the superseded data were derived.
 GF0854
 GF0854_MARKER: DS = TRIANGULATION STATION DISK
 GF0854_SETTING: 66 = SET IN ROCK OUTCROP
 GF0854_STAMPING: PARK 1971
 GF0854_MARK LOGO: CGS
 GF0854_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GF0854+STABILITY: POSITION/ELEVATION WELL
 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 = MARCH 20, 2026 22:17:28 EDT
 DQ3531 ***********************************************************************
 DQ3531  DESIGNATION -  PARK 2 RM 3
 DQ3531  PID         -  DQ3531
 DQ3531  STATE/COUNTY-  AR/VAN BUREN
 DQ3531  COUNTRY     -  US
 DQ3531  USGS QUAD   -  OLD LEXINGTON (2017)
 DQ3531
 DQ3531                         *CURRENT SURVEY CONTROL
 DQ3531  ______________________________________________________________________
 DQ3531* NAD 83(1986) POSITION- 35 40 09.85   (N) 092 28 53.85   (W)   HD_HELD1
 DQ3531* NAVD 88 ORTHO HEIGHT -   436.186 (meters)     1431.05  (feet) ADJUSTED
 DQ3531  ______________________________________________________________________
 DQ3531  GEOID HEIGHT    -        -27.864 (meters)                     GEOID18
 DQ3531  DYNAMIC HEIGHT  -        435.774 (meters)     1429.70  (feet) COMP
 DQ3531  MODELED GRAVITY -    979,676.0   (mgal)                       NAVD 88
 DQ3531
 DQ3531  VERT ORDER      -  SECOND    CLASS I
 DQ3531
 DQ3531.The horizontal coordinates were determined by differentially corrected
 DQ3531.hand held GPS observations or other comparable positioning techniques
 DQ3531.and have an estimated accuracy of +/- 3 meters.
 DQ3531
 DQ3531.The orthometric height was determined by differential leveling and
 DQ3531.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3531.in January 2017.
 DQ3531
 DQ3531.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3531.GEOID18 height accuracy estimate available here.
 DQ3531
 DQ3531.Click photographs - Photos may exist for this station.
 DQ3531
 DQ3531.The dynamic height is computed by dividing the NAVD 88
 DQ3531.geopotential number by the normal gravity value computed on the
 DQ3531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3531.degrees latitude (g = 980.6199 gals.).
 DQ3531
 DQ3531.The modeled gravity was interpolated from observed gravity values.
 DQ3531
 DQ3531;                    North         East    Units  Estimated Accuracy
 DQ3531;SPC AR N     -   148,332.4     356,397.3     MT  (+/- 3 meters HH1 GPS) 
 DQ3531
 DQ3531_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV4691447405(NAD 83)
 DQ3531
 DQ3531                          SUPERSEDED SURVEY CONTROL
 DQ3531
 DQ3531.No superseded survey control is available for this station.
 DQ3531
 DQ3531_MARKER: DR = REFERENCE MARK DISK
 DQ3531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3531_STAMPING: PARK 2 NO 3 1963
 DQ3531_MARK LOGO: CGS
 DQ3531_PROJECTION: FLUSH
 DQ3531_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3531+STABILITY: SURFACE MOTION
 DQ3531_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ3531+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2015
 DQ3531
 DQ3531  HISTORY     - Date     Condition        Report By
 DQ3531  HISTORY     - 1963     MONUMENTED       CGS
 DQ3531  HISTORY     - 20151020 GOOD             ARHD
 DQ3531
 DQ3531                          STATION DESCRIPTION
 DQ3531
 DQ3531'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (JDH)
 DQ3531'THE STATION IS LOCATED ABOUT 5.5 MI (8.8 KM) NORTH-NORTHWEST OF
 DQ3531'CLINTON, 5.3 MI (8.5 KM) SOUTHWEST OF OLD LEXINGTON AND 2.8 MI (4.5
 DQ3531'KM) SOUTHEAST OF BOTKINBURG.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ3531'
 DQ3531'TO REACH FROM THE INTERSECTION OF US HIGHWAY 65 AND STATE HIGHWAY 16
 DQ3531'EAST, GO NORTH ON HIGHWAY 65 FOR 5.3 MI (8.5 KM) TO THE STATION ON THE
 DQ3531'LEFT.
 DQ3531'
 DQ3531'IT IS 110 FT (33.5 M) SOUTHWEST OF HIGHWAY 65 CENTERLINE, 55 FT (16.8
 DQ3531'M) WEST OF A POWER POLE, 35 FT (10.7 M) SOUTHWEST OF PARK 2 AND 1 FT
 DQ3531'(0.3 M) WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 AI2013 ***********************************************************************
 AI2013  DESIGNATION -  PARK RESET
 AI2013  PID         -  AI2013
 AI2013  STATE/COUNTY-  AR/SEVIER
 AI2013  COUNTRY     -  US
 AI2013  USGS QUAD   -  DE QUEEN (2017)
 AI2013
 AI2013                         *CURRENT SURVEY CONTROL
 AI2013  ______________________________________________________________________
 AI2013* NAD 83(1997) POSITION- 34 03 02.42232(N) 094 19 46.60842(W)   ADJUSTED
 AI2013* NAVD 88 ORTHO HEIGHT -   140.    (meters)      459.    (feet) SCALED
 AI2013  ______________________________________________________________________
 AI2013  GEOID HEIGHT    -        -27.895 (meters)                     GEOID18
 AI2013  LAPLACE CORR    -          1.09  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI2013.GEOID18 height accuracy estimate available here.
 AI2013
 AI2013.Click photographs - Photos may exist for this station.
 AI2013
 AI2013.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI2013
 AI2013. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 AI2013:SPC AR S     -  PARK AZ MK                               073 16 58.0
 AI2013:UTM  15      -  PARK AZ MK                               072 43 24.6
 AI2013
 AI2013_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUT7728168571(NAD 83)
 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(1993)-  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
 AI2013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2013.See file dsdata.pdf to determine how the superseded data were derived.
 AI2013
 AI2013_MARKER: DS = TRIANGULATION STATION DISK
 AI2013_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AI2013_SP_SET: PARKING LOT
 AI2013_STAMPING: PARK 1952 1974
 AI2013_MARK LOGO: CGS
 AI2013_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI2013
 AI2013  HISTORY     - Date     Condition        Report By
 AI2013  HISTORY     - 19740416 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 = MARCH 20, 2026 22:17:28 EDT
 GF0855 ***********************************************************************
 GF0855  DESIGNATION -  PARK RM 1
 GF0855  PID         -  GF0855
 GF0855  STATE/COUNTY-  AR/MADISON
 GF0855  COUNTRY     -  US
 GF0855  USGS QUAD   -  HUNTSVILLE (2017)
 GF0855
 GF0855                         *CURRENT SURVEY CONTROL
 GF0855  ______________________________________________________________________
 GF0855* NAD 83(1997) POSITION- 36 00 34.33141(N) 093 42 38.74799(W)   ADJUSTED
 GF0855* NAVD 88 ORTHO HEIGHT -   432.3   (meters)     1418.    (feet) VERTCON3
 GF0855  ______________________________________________________________________
 GF0855  GEOID HEIGHT    -        -27.967 (meters)                     GEOID18
 GF0855  LAPLACE CORR    -          0.28  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0855.GEOID18 height accuracy estimate available here.
 GF0855
 GF0855.Click photographs - Photos may exist for this station.
 GF0855
 GF0855.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0855
 GF0855. The following values were computed from the NAD 83(1997) position.
 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     -   0.99993654  x   0.99996341  =   0.99989995
 GF0855!UTM  15      -   0.99993654  x   0.99965055  =   0.99958711
 GF0855
 GF0855:                Primary Azimuth Mark                     Grid Az
 GF0855:SPC AR N     -  DRAKES                                   283 47 01.7
 GF0855:UTM  15      -  DRAKES                                   283 12 22.3
 GF0855
 GF0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV3594785239(NAD 83)
 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(1993)-  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
 GF0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0855.See file dsdata.pdf to determine how the superseded data were derived.
 GF0855
 GF0855_MARKER: DR = REFERENCE MARK DISK
 GF0855_SETTING: 66 = SET IN ROCK OUTCROP
 GF0855_STAMPING: PARK NO 1 1971
 GF0855_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ2057 ***********************************************************************
 EJ2057  DESIGNATION -  PARKS
 EJ2057  PID         -  EJ2057
 EJ2057  STATE/COUNTY-  AR/SCOTT
 EJ2057  COUNTRY     -  US
 EJ2057  USGS QUAD   -  PARKS (2017)
 EJ2057
 EJ2057                         *CURRENT SURVEY CONTROL
 EJ2057  ______________________________________________________________________
 EJ2057* NAD 83(1997) POSITION- 34 47 59.17240(N) 093 57 16.95354(W)   ADJUSTED
 EJ2057* NAVD 88 ORTHO HEIGHT -   201.60  (+/-2cm)      661.4   (feet) VERTCON3
 EJ2057  ______________________________________________________________________
 EJ2057  GEOID HEIGHT    -        -30.244 (meters)                     GEOID18
 EJ2057  LAPLACE CORR    -          3.80  (seconds)                    DEFLEC18
 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
 EJ2057.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ2057.GEOID18 height accuracy estimate available here.
 EJ2057
 EJ2057.The vertical order pertains to the NGVD 29 superseded value.
 EJ2057
 EJ2057.Click photographs - Photos may exist for this station.
 EJ2057
 EJ2057.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ2057
 EJ2057. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU1266851253(NAD 83)
 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(1993)-  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             201.52   (m)          661.2    (f) LEVELING    3  
 EJ2057
 EJ2057.Superseded values are not recommended for survey control.
 EJ2057
 EJ2057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2057.See file dsdata.pdf to determine how the superseded data were derived.
 EJ2057
 EJ2057_MARKER: DS = TRIANGULATION STATION DISK
 EJ2057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ2057_STAMPING: PARKS 1956
 EJ2057_MARK LOGO: CGS
 EJ2057_PROJECTION: FLUSH
 EJ2057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ2057+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0591 ***********************************************************************
 EJ0591  DESIGNATION -  PASTORIA
 EJ0591  PID         -  EJ0591
 EJ0591  STATE/COUNTY-  AR/JEFFERSON
 EJ0591  COUNTRY     -  US
 EJ0591  USGS QUAD   -  WHITE HALL (2017)
 EJ0591
 EJ0591                         *CURRENT SURVEY CONTROL
 EJ0591  ______________________________________________________________________
 EJ0591* NAD 83(1997) POSITION- 34 21 12.45358(N) 092 02 26.43068(W)   ADJUSTED
 EJ0591* NAVD 88 ORTHO HEIGHT -    65.725 (meters)      215.63  (feet) ADJUSTED
 EJ0591  ______________________________________________________________________
 EJ0591  GEOID HEIGHT    -        -26.081 (meters)                     GEOID18
 EJ0591  LAPLACE CORR    -         -0.52  (seconds)                    DEFLEC18
 EJ0591  DYNAMIC HEIGHT  -         65.662 (meters)      215.43  (feet) COMP
 EJ0591  MODELED GRAVITY -    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 and
 EJ0591.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0591.in June 1991.
 EJ0591
 EJ0591.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0591.GEOID18 height accuracy estimate available here.
 EJ0591
 EJ0591.Click photographs - Photos may exist for this station.
 EJ0591
 EJ0591.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 EJ0591:SPC AR S     -  PASTORIA AZ MK                           127 24 14.2
 EJ0591:UTM  15      -  PASTORIA AZ MK                           126 50 23.2
 EJ0591
 EJ0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU8822401764(NAD 83)
 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  NGVD 29              65.76   (m)          215.7    (f) LEVELING    3  
 EJ0591
 EJ0591.Superseded values are not recommended for survey control.
 EJ0591
 EJ0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0591.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0591
 EJ0591_MARKER: DS = TRIANGULATION STATION DISK
 EJ0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0591_STAMPING: PASTORIA 1940
 EJ0591_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0590 ***********************************************************************
 EJ0590  DESIGNATION -  PASTORIA AZ MK
 EJ0590  PID         -  EJ0590
 EJ0590  STATE/COUNTY-  AR/JEFFERSON
 EJ0590  COUNTRY     -  US
 EJ0590  USGS QUAD   -  WHITE HALL (2017)
 EJ0590
 EJ0590                         *CURRENT SURVEY CONTROL
 EJ0590  ______________________________________________________________________
 EJ0590* NAD 83(1986) POSITION- 34 21 01.     (N) 092 02 09.     (W)   SCALED
 EJ0590* NAVD 88 ORTHO HEIGHT -    66.584 (meters)      218.45  (feet) ADJUSTED
 EJ0590  ______________________________________________________________________
 EJ0590  GEOID HEIGHT    -        -26.080 (meters)                     GEOID18
 EJ0590  DYNAMIC HEIGHT  -         66.521 (meters)      218.24  (feet) COMP
 EJ0590  MODELED GRAVITY -    979,677.7   (mgal)                       NAVD 88
 EJ0590
 EJ0590  VERT ORDER      -  SECOND    CLASS 0
 EJ0590
 EJ0590.The horizontal coordinates were scaled from a map and have
 EJ0590.an estimated accuracy of +/- 6 seconds.
 EJ0590
 EJ0590.The orthometric height was determined by differential leveling and
 EJ0590.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0590.in June 1991.
 EJ0590
 EJ0590.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0590.GEOID18 height accuracy estimate available here.
 EJ0590
 EJ0590.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU886014(NAD 83)
 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
 EJ0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0590.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0590
 EJ0590_MARKER: DZ = AZIMUTH MARK DISK
 EJ0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0590_STAMPING: PASTORIA 1940
 EJ0590_MARK LOGO: CGS
 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 (ANS)
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0592 ***********************************************************************
 EJ0592  DESIGNATION -  PASTORIA RM 1
 EJ0592  PID         -  EJ0592
 EJ0592  STATE/COUNTY-  AR/JEFFERSON
 EJ0592  COUNTRY     -  US
 EJ0592  USGS QUAD   -  WHITE HALL (2017)
 EJ0592
 EJ0592                         *CURRENT SURVEY CONTROL
 EJ0592  ______________________________________________________________________
 EJ0592* NAD 83(1986) POSITION- 34 21 13.07   (N) 092 02 23.92   (W)   HD_HELD1
 EJ0592* NAVD 88 ORTHO HEIGHT -    65.840 (meters)      216.01  (feet) ADJUSTED
 EJ0592  ______________________________________________________________________
 EJ0592  GEOID HEIGHT    -        -26.081 (meters)                     GEOID18
 EJ0592  DYNAMIC HEIGHT  -         65.777 (meters)      215.80  (feet) COMP
 EJ0592  MODELED GRAVITY -    979,678.0   (mgal)                       NAVD 88
 EJ0592
 EJ0592  VERT ORDER      -  SECOND    CLASS 0
 EJ0592
 EJ0592.The horizontal coordinates were determined by differentially corrected
 EJ0592.hand held GPS observations or other comparable positioning techniques
 EJ0592.and have an estimated accuracy of +/- 3 meters.
 EJ0592
 EJ0592.The orthometric height was determined by differential leveling and
 EJ0592.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0592.in June 1991.
 EJ0592
 EJ0592.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0592.GEOID18 height accuracy estimate available here.
 EJ0592
 EJ0592.Click photographs - Photos may exist for this station.
 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     -   587,107.2     396,322.3     MT  (+/- 3 meters HH1 GPS) 
 EJ0592
 EJ0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU8828801784(NAD 83)
 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
 EJ0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0592.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0592
 EJ0592_MARKER: DR = REFERENCE MARK DISK
 EJ0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0592_STAMPING: PASTORIA NO 1 1940
 EJ0592_MARK LOGO: CGS
 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 (ANS)
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0593 ***********************************************************************
 EJ0593  DESIGNATION -  PASTORIA RM 2
 EJ0593  PID         -  EJ0593
 EJ0593  STATE/COUNTY-  AR/JEFFERSON
 EJ0593  COUNTRY     -  US
 EJ0593  USGS QUAD   -  WHITE HALL (2017)
 EJ0593
 EJ0593                         *CURRENT SURVEY CONTROL
 EJ0593  ______________________________________________________________________
 EJ0593* NAD 83(1986) POSITION- 34 21 14.07   (N) 092 02 27.60   (W)   HD_HELD1
 EJ0593* NAVD 88 ORTHO HEIGHT -    66.172 (meters)      217.10  (feet) ADJUSTED
 EJ0593  ______________________________________________________________________
 EJ0593  GEOID HEIGHT    -        -26.081 (meters)                     GEOID18
 EJ0593  DYNAMIC HEIGHT  -         66.109 (meters)      216.89  (feet) COMP
 EJ0593  MODELED GRAVITY -    979,678.0   (mgal)                       NAVD 88
 EJ0593
 EJ0593  VERT ORDER      -  SECOND    CLASS 0
 EJ0593
 EJ0593.The horizontal coordinates were determined by differentially corrected
 EJ0593.hand held GPS observations or other comparable positioning techniques
 EJ0593.and have an estimated accuracy of +/- 3 meters.
 EJ0593
 EJ0593.The orthometric height was determined by differential leveling and
 EJ0593.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0593.in June 1991.
 EJ0593
 EJ0593.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0593.GEOID18 height accuracy estimate available here.
 EJ0593
 EJ0593.Click photographs - Photos may exist for this station.
 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     -   587,138.0     396,228.3     MT  (+/- 3 meters HH1 GPS) 
 EJ0593
 EJ0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU8819401814(NAD 83)
 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
 EJ0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0593.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0593
 EJ0593_MARKER: DR = REFERENCE MARK DISK
 EJ0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0593_STAMPING: PASTORIA NO 2 1940
 EJ0593_MARK LOGO: CGS
 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 (ANS)
 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 = MARCH 20, 2026 22:17:28 EDT
 DQ2330 ***********************************************************************
 DQ2330  DESIGNATION -  PAT BENNETT
 DQ2330  PID         -  DQ2330
 DQ2330  STATE/COUNTY-  AR/PULASKI
 DQ2330  COUNTRY     -  US
 DQ2330  USGS QUAD   -  NORTH LITTLE ROCK (2017)
 DQ2330
 DQ2330                         *CURRENT SURVEY CONTROL
 DQ2330  ______________________________________________________________________
 DQ2330* NAD 83(1986) POSITION- 34 47 57.54   (N) 092 21 20.44   (W)   HD_HELD1
 DQ2330* NAVD 88 ORTHO HEIGHT -    76.713 (meters)      251.68  (feet) ADJUSTED
 DQ2330  ______________________________________________________________________
 DQ2330  GEOID HEIGHT    -        -26.859 (meters)                     GEOID18
 DQ2330  DYNAMIC HEIGHT  -         76.642 (meters)      251.45  (feet) COMP
 DQ2330  MODELED GRAVITY -    979,706.6   (mgal)                       NAVD 88
 DQ2330
 DQ2330  VERT ORDER      -  FIRST     CLASS II
 DQ2330
 DQ2330.The horizontal coordinates were determined by differentially corrected
 DQ2330.hand held GPS observations or other comparable positioning techniques
 DQ2330.and have an estimated accuracy of +/- 3 meters.
 DQ2330
 DQ2330.The orthometric height was determined by differential leveling and
 DQ2330.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2330.in June 2016.
 DQ2330
 DQ2330.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2330.GEOID18 height accuracy estimate available here.
 DQ2330
 DQ2330.Click photographs - Photos may exist for this station.
 DQ2330
 DQ2330.The dynamic height is computed by dividing the NAVD 88
 DQ2330.geopotential number by the normal gravity value computed on the
 DQ2330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2330.degrees latitude (g = 980.6199 gals.).
 DQ2330
 DQ2330.The modeled gravity was interpolated from observed gravity values.
 DQ2330
 DQ2330;                    North         East    Units  Estimated Accuracy
 DQ2330;SPC AR S     -   636,602.5     367,451.6     MT  (+/- 3 meters HH1 GPS) 
 DQ2330
 DQ2330_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5893950977(NAD 83)
 DQ2330
 DQ2330                          SUPERSEDED SURVEY CONTROL
 DQ2330
 DQ2330.No superseded survey control is available for this station.
 DQ2330
 DQ2330_MARKER: DD = SURVEY DISK
 DQ2330_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DQ2330_SP_SET: DAM RETAINING WALL
 DQ2330_STAMPING: PAT BENNETT 2016
 DQ2330_MARK LOGO: USACE
 DQ2330_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ2330_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2330_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2330+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2016
 DQ2330
 DQ2330  HISTORY     - Date     Condition        Report By
 DQ2330  HISTORY     - 20160505 MONUMENTED       USACE
 DQ2330
 DQ2330                          STATION DESCRIPTION
 DQ2330
 DQ2330'DESCRIBED BY US ARMY CORPS OF ENGINEERS 2016 (SCC)
 DQ2330'THE STATION IS LOCATED ABOUT 8.2 MI (13.2 KM) EAST-SOUTHEAST OF
 DQ2330'PINNACLE, 5.4 MI (8.7 KM) WEST-NORTHWEST OF NORTH LITTLE ROCK AND 5.2
 DQ2330'MI (8.4 KM) NORTHWEST OF LITTLE ROCK.
 DQ2330'
 DQ2330'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 51 (CRYSTAL HILLS
 DQ2330'ROAD)AND NORTHSHORE DRIVE PROCEED SOUTH 0.12 KM (0.07 MI) TO THE
 DQ2330'INTERSECTION WITH COOKS LANDING ROAD.  TURN RIGHT AND PROCEED
 DQ2330'SOUTHERLY ON ROAD FOR 1.1 KM (0.7 MI) TO THE STATION ON THE RIGHT.
 DQ2330'
 DQ2330'IT IS 16.7 M (54.8 FT) WEST OF THE CENTERLINE OF ROAD, 4.3 M (14.1 FT)
 DQ2330'EAST OF A METAL WITNESS POST AND SIGN L0CATED THE WEST TOP EDGE OF
 DQ2330'LEVY AND ABOUT 1.5 M (4.9 FT) HIGHER THAN THE ROAD.
 DQ2330'
 DQ2330'MONUMENT IS LOCATED IN THE APPROXIMATELY CENTER OF A 4 FT (1.2 M) WIDE
 DQ2330'BURIED DAM RETAINING WALL.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK2021 ***********************************************************************
 DK2021  DESIGNATION -  PATE
 DK2021  PID         -  DK2021
 DK2021  STATE/COUNTY-  AR/LINCOLN
 DK2021  COUNTRY     -  US
 DK2021  USGS QUAD   -  DUMAS (2017)
 DK2021
 DK2021                         *CURRENT SURVEY CONTROL
 DK2021  ______________________________________________________________________
 DK2021* NAD 83(1997) POSITION- 33 58 59.15364(N) 091 29 02.20617(W)   ADJUSTED
 DK2021* NAVD 88 ORTHO HEIGHT -    50.95  (+/-2cm)      167.2   (feet) VERTCON3
 DK2021  ______________________________________________________________________
 DK2021  GEOID HEIGHT    -        -26.059 (meters)                     GEOID18
 DK2021  LAPLACE CORR    -         -0.98  (seconds)                    DEFLEC18
 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
 DK2021.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK2021.GEOID18 height accuracy estimate available here.
 DK2021
 DK2021.The vertical order pertains to the NGVD 29 superseded value.
 DK2021
 DK2021.Click photographs - Photos may exist for this station.
 DK2021
 DK2021.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK2021
 DK2021. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999609  x   0.99991887  =   0.99991496
 DK2021!UTM  15      -   0.99999609  x   0.99984175  =   0.99983784
 DK2021
 DK2021:                Primary Azimuth Mark                     Grid Az
 DK2021:SPC AR S     -  PATE AZ MK                               274 35 32.7
 DK2021:UTM  15      -  PATE AZ MK                               274 02 01.4
 DK2021
 DK2021_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT4003861317(NAD 83)
 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              51.05   (m)          167.5    (f) LEVELING    3  
 DK2021
 DK2021.Superseded values are not recommended for survey control.
 DK2021
 DK2021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2021.See file dsdata.pdf to determine how the superseded data were derived.
 DK2021
 DK2021_MARKER: DS = TRIANGULATION STATION DISK
 DK2021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2021_STAMPING: PATE 1940
 DK2021_MARK LOGO: CGS
 DK2021_PROJECTION: FLUSH
 DK2021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK2021+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1585 ***********************************************************************
 DL1585  DESIGNATION -  PATE
 DL1585  PID         -  DL1585
 DL1585  STATE/COUNTY-  AR/HOWARD
 DL1585  COUNTRY     -  US
 DL1585  USGS QUAD   -  MINERAL SPRINGS SOUTH (2017)
 DL1585
 DL1585                         *CURRENT SURVEY CONTROL
 DL1585  ______________________________________________________________________
 DL1585* NAD 83(1997) POSITION- 33 52 25.39575(N) 093 56 31.54671(W)   ADJUSTED
 DL1585* NAVD 88 ORTHO HEIGHT -   125.31  (+/-2cm)      411.1   (feet) VERTCON3
 DL1585  ______________________________________________________________________
 DL1585  GEOID HEIGHT    -        -27.211 (meters)                     GEOID18
 DL1585  LAPLACE CORR    -          0.90  (seconds)                    DEFLEC18
 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
 DL1585.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1585.GEOID18 height accuracy estimate available here.
 DL1585
 DL1585.The vertical order pertains to the NGVD 29 superseded value.
 DL1585
 DL1585.Click photographs - Photos may exist for this station.
 DL1585
 DL1585.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1585
 DL1585. The following values were computed from the NAD 83(1997) position.
 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  =   0.99967820
 DL1585
 DL1585:                Primary Azimuth Mark                     Grid Az
 DL1585:SPC AR S     -  PATE AZ MK                               089 40 19.1
 DL1585:UTM  15      -  PATE AZ MK                               089 06 36.4
 DL1585
 DL1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT1286948553(NAD 83)
 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(1993)-  33 52 25.40170(N)    093 56 31.54231(W) AD(       ) 2
 DL1585  NAD 83(1993)-  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             125.31   (m)          411.1    (f) LEVELING    3  
 DL1585
 DL1585.Superseded values are not recommended for survey control.
 DL1585
 DL1585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1585.See file dsdata.pdf to determine how the superseded data were derived.
 DL1585
 DL1585_MARKER: DS = TRIANGULATION STATION DISK
 DL1585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1585_STAMPING: PATE 1941
 DL1585_MARK LOGO: CGS
 DL1585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1585+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1563 ***********************************************************************
 DL1563  DESIGNATION -  PATMOS
 DL1563  PID         -  DL1563
 DL1563  STATE/COUNTY-  AR/HEMPSTEAD
 DL1563  COUNTRY     -  US
 DL1563  USGS QUAD   -  PATMOS (2017)
 DL1563
 DL1563                         *CURRENT SURVEY CONTROL
 DL1563  ______________________________________________________________________
 DL1563* NAD 83(1997) POSITION- 33 31 58.61485(N) 093 34 14.35562(W)   ADJUSTED
 DL1563* NAVD 88 ORTHO HEIGHT -   131.35  (+/-2cm)      430.9   (feet) VERTCON3
 DL1563  ______________________________________________________________________
 DL1563  GEOID HEIGHT    -        -26.886 (meters)                     GEOID18
 DL1563  LAPLACE CORR    -          1.14  (seconds)                    DEFLEC18
 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
 DL1563.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1563.GEOID18 height accuracy estimate available here.
 DL1563
 DL1563.The vertical order pertains to the NGVD 29 superseded value.
 DL1563
 DL1563.Click photographs - Photos may exist for this station.
 DL1563
 DL1563.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1563
 DL1563. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 DL1563:SPC AR S     -  PATMOS AZ MK                             277 40 05.5
 DL1563:UTM  15      -  PATMOS AZ MK                             277 06 15.7
 DL1563
 DL1563_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT4701410517(NAD 83)
 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(1993)-  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             131.37   (m)          431.0    (f) LEVELING    3  
 DL1563
 DL1563.Superseded values are not recommended for survey control.
 DL1563
 DL1563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1563.See file dsdata.pdf to determine how the superseded data were derived.
 DL1563
 DL1563_MARKER: DS = TRIANGULATION STATION DISK
 DL1563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1563_STAMPING: PATMOS 1950
 DL1563_MARK LOGO: CGS
 DL1563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1563+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1564 ***********************************************************************
 DL1564  DESIGNATION -  PATMOS
 DL1564  PID         -  DL1564
 DL1564  STATE/COUNTY-  AR/HEMPSTEAD
 DL1564  COUNTRY     -  US
 DL1564  USGS QUAD   -  PATMOS (2017)
 DL1564
 DL1564                         *CURRENT SURVEY CONTROL
 DL1564  ______________________________________________________________________
 DL1564* NAD 83(1997) POSITION- 33 31 58.32516(N) 093 34 14.46894(W)   ADJUSTED
 DL1564* NAVD 88 ORTHO HEIGHT -   131.    (meters)      430.    (feet) SCALED
 DL1564  ______________________________________________________________________
 DL1564  GEOID HEIGHT    -        -26.886 (meters)                     GEOID18
 DL1564  LAPLACE CORR    -          1.14  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1564.GEOID18 height accuracy estimate available here.
 DL1564
 DL1564.Click photographs - Photos may exist for this station.
 DL1564
 DL1564.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1564
 DL1564. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT4701110509(NAD 83)
 DL1564
 DL1564                          SUPERSEDED SURVEY CONTROL
 DL1564
 DL1564  NAD 83(1993)-  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
 DL1564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1564.See file dsdata.pdf to determine how the superseded data were derived.
 DL1564
 DL1564_MARKER: DB = BENCH MARK DISK
 DL1564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1564_STAMPING: PATMOS ELEVATION 431 FEET
 DL1564_MARK LOGO: USGS
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1415 ***********************************************************************
 DL1415  DESIGNATION -  PATTERSON
 DL1415  PID         -  DL1415
 DL1415  STATE/COUNTY-  AR/DALLAS
 DL1415  COUNTRY     -  US
 DL1415  USGS QUAD   -  SPARKMAN (2017)
 DL1415
 DL1415                         *CURRENT SURVEY CONTROL
 DL1415  ______________________________________________________________________
 DL1415* NAD 83(1997) POSITION- 33 58 28.30690(N) 092 51 17.55762(W)   ADJUSTED
 DL1415* NAVD 88 ORTHO HEIGHT -    88.    (meters)      289.    (feet) SCALED
 DL1415  ______________________________________________________________________
 DL1415  GEOID HEIGHT    -        -26.454 (meters)                     GEOID18
 DL1415  LAPLACE CORR    -          1.73  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1415.GEOID18 height accuracy estimate available here.
 DL1415
 DL1415.Click photographs - Photos may exist for this station.
 DL1415
 DL1415.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1415
 DL1415. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999034  x   0.99991901  =   0.99990935
 DL1415!UTM  15      -   0.99999034  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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT1340559341(NAD 83)
 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(1993)-  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
 DL1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1415.See file dsdata.pdf to determine how the superseded data were derived.
 DL1415
 DL1415_MARKER: DS = TRIANGULATION STATION DISK
 DL1415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1415_STAMPING: PATTERSON 1941
 DL1415_MARK LOGO: CGS
 DL1415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1415+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DR7085 ***********************************************************************
 DR7085  DESIGNATION -  PATTON
 DR7085  PID         -  DR7085
 DR7085  STATE/COUNTY-  AR/CRITTENDEN
 DR7085  COUNTRY     -  US
 DR7085  USGS QUAD   -  WEST MEMPHIS (2017)
 DR7085
 DR7085                         *CURRENT SURVEY CONTROL
 DR7085  ______________________________________________________________________
 DR7085* NAD 83(1986) POSITION- 35 09 47.3    (N) 090 09 00.8    (W)   HD_HELD2
 DR7085* NAVD 88 ORTHO HEIGHT -    65.814 (meters)      215.92  (feet) ADJUSTED
 DR7085  ______________________________________________________________________
 DR7085  GEOID HEIGHT    -        -27.320 (meters)                     GEOID18
 DR7085  DYNAMIC HEIGHT  -         65.754 (meters)      215.73  (feet) COMP
 DR7085  MODELED GRAVITY -    979,733.7   (mgal)                       NAVD 88
 DR7085
 DR7085  VERT ORDER      -  SECOND    CLASS I
 DR7085
 DR7085.The horizontal coordinates were established by autonomous hand held GPS
 DR7085.observations and have an estimated accuracy of +/- 10 meters.
 DR7085
 DR7085.The orthometric height was determined by differential leveling and
 DR7085.adjusted by the NATIONAL GEODETIC SURVEY
 DR7085.in January 2022.
 DR7085
 DR7085.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7085.GEOID18 height accuracy estimate available here.
 DR7085
 DR7085.Click photographs - Photos may exist for this station.
 DR7085
 DR7085.The dynamic height is computed by dividing the NAVD 88
 DR7085.geopotential number by the normal gravity value computed on the
 DR7085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7085.degrees latitude (g = 980.6199 gals.).
 DR7085
 DR7085.The modeled gravity was interpolated from observed gravity values.
 DR7085
 DR7085;                    North         East    Units  Estimated Accuracy
 DR7085;SPC AR N     -    93,643.      568,511.      MT  (+/- 10 meters HH2 GPS)
 DR7085
 DR7085_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU5956694854(NAD 83)
 DR7085
 DR7085                          SUPERSEDED SURVEY CONTROL
 DR7085
 DR7085.No superseded survey control is available for this station.
 DR7085
 DR7085_MARKER: DB = BENCH MARK DISK
 DR7085_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DR7085_SP_SET: BRIDGE ABUTMENT
 DR7085_STAMPING: PATTON 2021
 DR7085_MARK LOGO: ARHD
 DR7085_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR7085_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7085_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7085+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2021
 DR7085
 DR7085  HISTORY     - Date     Condition        Report By
 DR7085  HISTORY     - 20210630 MONUMENTED       ARHD
 DR7085
 DR7085                          STATION DESCRIPTION
 DR7085
 DR7085'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2021 (JDH)
 DR7085'THE MARK IS LOCATED ABOUT 9.9 MI (15.9 KM) EAST-NORTHEAST OF
 DR7085'EDMONDSON, 9.5 MI (15.3 KM) SOUTH-SOUTHEAST OF JERICHO AND 2.3 MI (3.7
 DR7085'KM) EAST-NORTHEAST OF WEST MEMPHIS.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DR7085'
 DR7085'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 191 AND CITY STREET
 DR7085'SOUTHLAND DRIVE, GO EAST ALONG SOUTHLAND DRIVE FOR 2.15 MI (3.46 KM)
 DR7085'TO THE STATION ON THE RIGHT, IN THE SOUTHWEST CORNER OF THE BRIDGE
 DR7085'ABUTMENT.
 DR7085'
 DR7085'IT IS 35 FT (10.7 M) SOUTH OF SOUTHLAND DRIVE CENTERLINE AND 3 FT (0.9
 DR7085'M) SOUTH OF THE SOUTHWEST CORNER OF THE BRIDGE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL1322 ***********************************************************************
 DL1322  DESIGNATION -  PAYNE
 DL1322  PID         -  DL1322
 DL1322  STATE/COUNTY-  AR/UNION
 DL1322  COUNTRY     -  US
 DL1322  USGS QUAD   -  NEW LONDON (2017)
 DL1322
 DL1322                         *CURRENT SURVEY CONTROL
 DL1322  ______________________________________________________________________
 DL1322* NAD 83(1997) POSITION- 33 12 18.62388(N) 092 17 45.74071(W)   ADJUSTED
 DL1322* NAVD 88 ORTHO HEIGHT -    52.    (meters)      171.    (feet) SCALED
 DL1322  ______________________________________________________________________
 DL1322  GEOID HEIGHT    -        -26.175 (meters)                     GEOID18
 DL1322  LAPLACE CORR    -          0.95  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1322.GEOID18 height accuracy estimate available here.
 DL1322
 DL1322.Click photographs - Photos may exist for this station.
 DL1322
 DL1322.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1322
 DL1322. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999595  x   1.00002238  =   1.00001833
 DL1322!UTM  15      -   0.99999595  x   0.99965307  =   0.99964902
 DL1322
 DL1322:                Primary Azimuth Mark                     Grid Az
 DL1322:SPC AR S     -  STRONG WEST BASE                         177 41 05.7
 DL1322:UTM  15      -  STRONG WEST BASE                         177 08 01.3
 DL1322
 DL1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS6560974253(NAD 83)
 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(1993)-  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
 DL1322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1322.See file dsdata.pdf to determine how the superseded data were derived.
 DL1322
 DL1322_MARKER: DS = TRIANGULATION STATION DISK
 DL1322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1322_STAMPING: PAYNE 1952
 DL1322_MARK LOGO: CGS
 DL1322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1322+STABILITY: SURFACE MOTION
 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
 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 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 = MARCH 20, 2026 22:17:28 EDT
 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  COUNTRY     -  US
 DG4766  USGS QUAD   -  LUNA (2017)
 DG4766
 DG4766                         *CURRENT SURVEY CONTROL
 DG4766  ______________________________________________________________________
 DG4766* NAD 83(2011) POSITION- 33 26 14.09105(N) 091 14 31.41962(W)   ADJUSTED
 DG4766* NAD 83(2011) ELLIP HT-    14.902 (meters)        (06/27/12)   ADJUSTED
 DG4766* NAD 83(2011) EPOCH   -  2010.00
 DG4766* NAVD 88 ORTHO HEIGHT -    41.32  (meters)      135.6   (feet) GPS OBS
 DG4766  ______________________________________________________________________
 DG4766  NAVD 88 orthometric height was determined with geoid model    G99SSS
 DG4766  GEOID HEIGHT    -        -27.144 (meters)                     G99SSS
 DG4766  GEOID HEIGHT    -        -26.375 (meters)                     GEOID18
 DG4766  NAD 83(2011) X  -   -115,489.899 (meters)                     COMP
 DG4766  NAD 83(2011) Y  - -5,326,668.498 (meters)                     COMP
 DG4766  NAD 83(2011) Z  -  3,494,536.505 (meters)                     COMP
 DG4766  LAPLACE CORR    -         -2.07  (seconds)                    DEFLEC18
 DG4766
 DG4766  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG4766  Standards:
 DG4766         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG4766            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG4766  -------------------------------------------------------------------
 DG4766  NETWORK    1.10   1.18           0.49   0.40   0.60      0.02570500
 DG4766  -------------------------------------------------------------------
 DG4766  Click here for local accuracies and other accuracy information.
 DG4766
 DG4766.The horizontal coordinates were established by GPS observations
 DG4766.and adjusted by the National Geodetic Survey in June 2012.
 DG4766
 DG4766.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG4766.been affixed to the stable North American tectonic plate. See 
 DG4766.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG4766
 DG4766.The horizontal coordinates are valid at the epoch date displayed above
 DG4766.which is a decimal equivalence of Year/Month/Day.
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG4766.GEOID18 height accuracy estimate available here.
 DG4766
 DG4766.Click photographs - Photos may exist for this station.
 DG4766
 DG4766.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4766
 DG4766.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG4766
 DG4766.The ellipsoidal height was determined by GPS observations
 DG4766.and is referenced to NAD 83.
 DG4766
 DG4766. The following values were computed from the NAD 83(2011) position.
 DG4766
 DG4766;                    North         East     Units Scale Factor Converg.
 DG4766;SPC AR S     -   485,728.598   470,477.806   MT  0.99997240   +0 25 27.2
 DG4766;SPC AR S     - 1,593,594.58  1,543,559.27   sFT  0.99997240   +0 25 27.2
 DG4766;UTM  15      - 3,701,143.588   663,414.693   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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT6341401143(NAD 83)
 DG4766
 DG4766                          SUPERSEDED SURVEY CONTROL
 DG4766
 DG4766  NAD 83(2007)-  33 26 14.09089(N)    091 14 31.42041(W) AD(2002.00) 0
 DG4766  ELLIP H (02/10/07)   14.925  (m)                       GP(2002.00)    
 DG4766  NAD 83(1997)-  33 26 14.09051(N)    091 14 31.41980(W) AD(       ) 1
 DG4766  ELLIP H (03/17/04)   14.908  (m)                       GP(       ) 4 2
 DG4766
 DG4766.Superseded values are not recommended for survey control.
 DG4766
 DG4766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4766.See file dsdata.pdf to determine how the superseded data were derived.
 DG4766
 DG4766_MARKER: DD = SURVEY DISK
 DG4766_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DG4766_STAMPING: PBM CHICOT P P
 DG4766_MARK LOGO: USACE
 DG4766_MAGNETIC: P = MARKER IS A STEEL PIPE
 DG4766_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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     - 1976     MONUMENTED       USACE
 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 STREAM OF LAKE CHICOT
 DG4766'PUMPING PLANT. MONUMENT IS APPROX. 10 MILES NORTH OF LAKE VILLAGE,
 DG4766'ARKANSAS.  OWNERSHIP--U.S. GOVERNMENT.
 DG4766'
 DG4766'TO REACH THE STATION FROM THE INTERSECTION OF HWY 82, HWY 65, AND HWY
 DG4766'144 IN LAKE VILLAGE ARKANSAS, GO EAST ON ON HWY 144 FOR 3.9 MILES TO
 DG4766'YELLOW BAYOU RD.  GO LEFT 4.3 MILES TO CENTERLINE OF LAKECHICOT
 DG4766'PUMPING PLANT.  PROCEED TO TOP OF LEVEE 0.5 FEET UPSTREAM FROM
 DG4766'CENTERLINE OF THE PUMPING PLANT.
 DG4766'
 DG4766'THE MARK IS 50 FEET PAST THE LANDSIDE TOE OF BERM OF LEVEE AND IS A
 DG4766'BRASS DISK ATOP A 1/2 IN.PIPE, INSIDE A 3 IN. STEEL CASING PIPE WITH A
 DG4766'STEEL CAP OR COVER. CASING PROTRUDES 1 FOOT ABOVE THE GROUND. THREE 2
 DG4766'IN. YELLOW GUARD POSTS SUROUND THE STATION, STAMPED
 DG4766'---PBM CHICOT P.P. 1976--- .
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1537 ***********************************************************************
 FG1537  DESIGNATION -  PC 2
 FG1537  PID         -  FG1537
 FG1537  STATE/COUNTY-  AR/FAULKNER
 FG1537  COUNTRY     -  US
 FG1537  USGS QUAD   -  CONWAY (2017)
 FG1537
 FG1537                         *CURRENT SURVEY CONTROL
 FG1537  ______________________________________________________________________
 FG1537* NAD 83(1986) POSITION- 35 03 09.8    (N) 092 25 20.1    (W)   HD_HELD2
 FG1537* NAVD 88 ORTHO HEIGHT -    83.052 (meters)      272.48  (feet) ADJUSTED
 FG1537  ______________________________________________________________________
 FG1537  GEOID HEIGHT    -        -27.842 (meters)                     GEOID18
 FG1537  DYNAMIC HEIGHT  -         82.974 (meters)      272.22  (feet) COMP
 FG1537  MODELED GRAVITY -    979,694.6   (mgal)                       NAVD 88
 FG1537
 FG1537  VERT ORDER      -  FIRST     CLASS II
 FG1537
 FG1537.The horizontal coordinates were established by autonomous hand held GPS
 FG1537.observations and have an estimated accuracy of +/- 10 meters.
 FG1537
 FG1537.The orthometric height was determined by differential leveling and
 FG1537.adjusted by the NATIONAL GEODETIC SURVEY
 FG1537.in January 2024.
 FG1537
 FG1537.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1537.GEOID18 height accuracy estimate available here.
 FG1537
 FG1537.Click photographs - Photos may exist for this station.
 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     -    79,893.      361,479.      MT  (+/- 10 meters HH2 GPS)
 FG1537
 FG1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5268779042(NAD 83)
 FG1537
 FG1537                          SUPERSEDED SURVEY CONTROL
 FG1537
 FG1537  NAVD 88 (06/15/91)   83.046  (m)          272.46   (f) SUPERSEDED  1 2
 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
 FG1537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1537.See file dsdata.pdf to determine how the superseded data were derived.
 FG1537
 FG1537_MARKER: DD = SURVEY DISK
 FG1537_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FG1537_SP_SET: BRIDGE
 FG1537_STAMPING: PC-2 1939
 FG1537_MARK LOGO: USACE
 FG1537_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1537_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FG1537+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2023
 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  HISTORY     - 20140326 GOOD             ARHD
 FG1537  HISTORY     - 20140415 GOOD             ARHD
 FG1537  HISTORY     - 20230905 GOOD             ARHD
 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.
 FG1537
 FG1537                          STATION RECOVERY (2014)
 FG1537
 FG1537'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (TM)
 FG1537'RECOVERED IN GOOD CONDITION.
 FG1537
 FG1537                          STATION RECOVERY (2014)
 FG1537
 FG1537'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014
 FG1537'RECOVERED IN GOOD CONDITION.
 FG1537
 FG1537                          STATION RECOVERY (2023)
 FG1537
 FG1537'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2023 (JDH)
 FG1537'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1535 ***********************************************************************
 FG1535  DESIGNATION -  PC 3
 FG1535  PID         -  FG1535
 FG1535  STATE/COUNTY-  AR/FAULKNER
 FG1535  COUNTRY     -  US
 FG1535  USGS QUAD   -  CONWAY (2017)
 FG1535
 FG1535                         *CURRENT SURVEY CONTROL
 FG1535  ______________________________________________________________________
 FG1535* NAD 83(1986) POSITION- 35 01 24.2    (N) 092 24 46.3    (W)   HD_HELD2
 FG1535* NAVD 88 ORTHO HEIGHT -    83.027 (meters)      272.40  (feet) ADJUSTED
 FG1535  ______________________________________________________________________
 FG1535  GEOID HEIGHT    -        -27.747 (meters)                     GEOID18
 FG1535  DYNAMIC HEIGHT  -         82.949 (meters)      272.14  (feet) COMP
 FG1535  MODELED GRAVITY -    979,694.2   (mgal)                       NAVD 88
 FG1535
 FG1535  VERT ORDER      -  FIRST     CLASS II
 FG1535
 FG1535.The horizontal coordinates were established by autonomous hand held GPS
 FG1535.observations and have an estimated accuracy of +/- 10 meters.
 FG1535
 FG1535.The orthometric height was determined by differential leveling and
 FG1535.adjusted by the NATIONAL GEODETIC SURVEY
 FG1535.in January 2024.
 FG1535
 FG1535.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1535.GEOID18 height accuracy estimate available here.
 FG1535
 FG1535.Click photographs - Photos may exist for this station.
 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     -    76,635.      362,322.      MT  (+/- 10 meters HH2 GPS)
 FG1535
 FG1535_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU5356275794(NAD 83)
 FG1535
 FG1535                          SUPERSEDED SURVEY CONTROL
 FG1535
 FG1535  NAVD 88 (06/15/91)   83.016  (m)          272.36   (f) SUPERSEDED  1 2
 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
 FG1535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1535.See file dsdata.pdf to determine how the superseded data were derived.
 FG1535
 FG1535_MARKER: DD = SURVEY DISK
 FG1535_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FG1535_SP_SET: BRIDGE
 FG1535_STAMPING: PC-3 1939
 FG1535_MARK LOGO: USACE
 FG1535_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FG1535_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FG1535+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2023
 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  HISTORY     - 20140326 GOOD             ARHD
 FG1535  HISTORY     - 20140415 GOOD             ARHD
 FG1535  HISTORY     - 20230917 GOOD             ARHD
 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.
 FG1535
 FG1535                          STATION RECOVERY (2014)
 FG1535
 FG1535'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (TM)
 FG1535'RECOVERED IN GOOD CONDITION.
 FG1535
 FG1535                          STATION RECOVERY (2014)
 FG1535
 FG1535'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014
 FG1535'RECOVERED IN GOOD CONDITION.
 FG1535
 FG1535                          STATION RECOVERY (2023)
 FG1535
 FG1535'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2023 (JDH)
 FG1535'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1765 ***********************************************************************
 FG1765  DESIGNATION -  PEA RIDGE
 FG1765  PID         -  FG1765
 FG1765  STATE/COUNTY-  AR/POPE
 FG1765  COUNTRY     -  US
 FG1765  USGS QUAD   -  MORELAND (2017)
 FG1765
 FG1765                         *CURRENT SURVEY CONTROL
 FG1765  ______________________________________________________________________
 FG1765* NAD 83(1997) POSITION- 35 20 04.84308(N) 092 53 13.97085(W)   ADJUSTED
 FG1765* NAVD 88 ORTHO HEIGHT -   229.    (meters)      751.    (feet) SCALED
 FG1765  ______________________________________________________________________
 FG1765  GEOID HEIGHT    -        -28.725 (meters)                     GEOID18
 FG1765  LAPLACE CORR    -          0.62  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1765.GEOID18 height accuracy estimate available here.
 FG1765
 FG1765.Click photographs - Photos may exist for this station.
 FG1765
 FG1765.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1765
 FG1765. The following values were computed from the NAD 83(1997) position.
 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     -   0.99996857  x   0.99994537  =   0.99991394
 FG1765!UTM  15      -   0.99996857  x   0.99960129  =   0.99956987
 FG1765
 FG1765:                Primary Azimuth Mark                     Grid Az
 FG1765:SPC AR N     -  PEA RIDGE AZ MK                          291 33 13.5
 FG1765:UTM  15      -  PEA RIDGE AZ MK                          290 58 20.1
 FG1765
 FG1765_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV1024910164(NAD 83)
 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
 FG1765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1765.See file dsdata.pdf to determine how the superseded data were derived.
 FG1765
 FG1765_MARKER: DS = TRIANGULATION STATION DISK
 FG1765_SETTING: 80 = SET IN A BOULDER
 FG1765_STAMPING: PEA RIDGE 1940
 FG1765_MARK LOGO: CGS
 FG1765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1765+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GG0608 ***********************************************************************
 GG0608  DESIGNATION -  PEA RIDGE
 GG0608  PID         -  GG0608
 GG0608  STATE/COUNTY-  AR/BENTON
 GG0608  COUNTRY     -  US
 GG0608  USGS QUAD   -  BENTONVILLE NORTH (2017)
 GG0608
 GG0608                         *CURRENT SURVEY CONTROL
 GG0608  ______________________________________________________________________
 GG0608* NAD 83(1997) POSITION- 36 28 50.76652(N) 094 09 44.19376(W)   ADJUSTED
 GG0608* NAVD 88 ORTHO HEIGHT -   429.    (meters)     1407.    (feet) SCALED
 GG0608  ______________________________________________________________________
 GG0608  GEOID HEIGHT    -        -28.259 (meters)                     GEOID18
 GG0608  LAPLACE CORR    -         -0.15  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0608.GEOID18 height accuracy estimate available here.
 GG0608
 GG0608.Click photographs - Photos may exist for this station.
 GG0608
 GG0608.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0608
 GG0608. The following values were computed from the NAD 83(1997) position.
 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  =   0.99999538
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA9588437902(NAD 83)
 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(1993)-  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
 GG0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0608.See file dsdata.pdf to determine how the superseded data were derived.
 GG0608
 GG0608_MARKER: DS = TRIANGULATION STATION DISK
 GG0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0608_STAMPING: PEA RIDGE 1961
 GG0608_MARK LOGO: CGS
 GG0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0608+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GE1024 ***********************************************************************
 GE1024  DESIGNATION -  PEACH
 GE1024  PID         -  GE1024
 GE1024  STATE/COUNTY-  AR/CLAY
 GE1024  COUNTRY     -  US
 GE1024  USGS QUAD   -  PEACH ORCHARD (2017)
 GE1024
 GE1024                         *CURRENT SURVEY CONTROL
 GE1024  ______________________________________________________________________
 GE1024* NAD 83(1997) POSITION- 36 16 42.98004(N) 090 39 46.38087(W)   ADJUSTED
 GE1024* NAVD 88 ORTHO HEIGHT -    87.    (meters)      285.    (feet) SCALED
 GE1024  ______________________________________________________________________
 GE1024  GEOID HEIGHT    -        -28.434 (meters)                     GEOID18
 GE1024  LAPLACE CORR    -         -0.44  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE1024.GEOID18 height accuracy estimate available here.
 GE1024
 GE1024.Click photographs - Photos may exist for this station.
 GE1024
 GE1024.The Laplace correction was computed from DEFLEC18 derived deflections.
 GE1024
 GE1024. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999080  x   1.00000926  =   1.00000006
 GE1024!UTM  15      -   0.99999080  x   1.00014294  =   1.00013374
 GE1024
 GE1024:                Primary Azimuth Mark                     Grid Az
 GE1024:SPC AR N     -  PEACH AZ MK                              039 42 32.5
 GE1024:UTM  15      -  PEACH AZ MK                              039 06 13.2
 GE1024
 GE1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA0991217384(NAD 83)
 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
 GE1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1024.See file dsdata.pdf to determine how the superseded data were derived.
 GE1024
 GE1024_MARKER: DS = TRIANGULATION STATION DISK
 GE1024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE1024_STAMPING: PEACH 1955
 GE1024_MARK LOGO: CGS
 GE1024_PROJECTION: RECESSED 36 CENTIMETERS
 GE1024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE1024+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GE1025 ***********************************************************************
 GE1025  DESIGNATION -  PEACH
 GE1025  PID         -  GE1025
 GE1025  STATE/COUNTY-  AR/CLAY
 GE1025  COUNTRY     -  US
 GE1025  USGS QUAD   -  PEACH ORCHARD (2017)
 GE1025
 GE1025                         *CURRENT SURVEY CONTROL
 GE1025  ______________________________________________________________________
 GE1025* NAD 83(1997) POSITION- 36 16 42.54989(N) 090 39 48.74221(W)   ADJUSTED
 GE1025* NAVD 88 ORTHO HEIGHT -    87.    (meters)      285.    (feet) SCALED
 GE1025  ______________________________________________________________________
 GE1025  GEOID HEIGHT    -        -28.434 (meters)                     GEOID18
 GE1025  LAPLACE CORR    -         -0.45  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE1025.GEOID18 height accuracy estimate available here.
 GE1025
 GE1025.Click photographs - Photos may exist for this station.
 GE1025
 GE1025.The Laplace correction was computed from DEFLEC18 derived deflections.
 GE1025
 GE1025. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999080  x   1.00000924  =   1.00000004
 GE1025!UTM  15      -   0.99999080  x   1.00014264  =   1.00013344
 GE1025
 GE1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA0985417369(NAD 83)
 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
 GE1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1025.See file dsdata.pdf to determine how the superseded data were derived.
 GE1025
 GE1025_MARKER: P = PIPE CAP
 GE1025_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GE1025_MARK LOGO: USACE
 GE1025_MAGNETIC: P = MARKER IS A STEEL PIPE
 GE1025_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GE1025
 GE1025  HISTORY     - Date     Condition        Report By
 GE1025  HISTORY     - 1955     MONUMENTED       USACE
 GE1025  HISTORY     - 20020918 MARK NOT FOUND   USACE
 GE1025
 GE1025                          STATION DESCRIPTION
 GE1025
 GE1025'DESCRIBED BY US ARMY CORPS OF 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1994 ***********************************************************************
 EJ1994  DESIGNATION -  PEARCY
 EJ1994  PID         -  EJ1994
 EJ1994  STATE/COUNTY-  AR/GARLAND
 EJ1994  COUNTRY     -  US
 EJ1994  USGS QUAD   -  PEARCY (2017)
 EJ1994
 EJ1994                         *CURRENT SURVEY CONTROL
 EJ1994  ______________________________________________________________________
 EJ1994* NAD 83(1997) POSITION- 34 26 56.67551(N) 093 15 59.30425(W)   ADJUSTED
 EJ1994* NAVD 88 ORTHO HEIGHT -   263.1   (meters)      863.    (feet) VERTCON3
 EJ1994  ______________________________________________________________________
 EJ1994  GEOID HEIGHT    -        -27.585 (meters)                     GEOID18
 EJ1994  LAPLACE CORR    -          2.64  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1994.GEOID18 height accuracy estimate available here.
 EJ1994
 EJ1994.Click photographs - Photos may exist for this station.
 EJ1994
 EJ1994.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1994
 EJ1994. The following values were computed from the NAD 83(1997) position.
 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  =   0.99957043
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU7552111982(NAD 83)
 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(1993)-  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
 EJ1994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1994.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1994
 EJ1994_MARKER: DS = TRIANGULATION STATION DISK
 EJ1994_SETTING: 80 = SET IN A BOULDER
 EJ1994_STAMPING: PEARCY 1956
 EJ1994_MARK LOGO: CGS
 EJ1994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1994+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EH2972 ***********************************************************************
 EH2972  DESIGNATION -  PECAN
 EH2972  PID         -  EH2972
 EH2972  STATE/COUNTY-  AR/ARKANSAS
 EH2972  COUNTRY     -  US
 EH2972  USGS QUAD   -  ONE HORSE STORE (2017)
 EH2972
 EH2972                         *CURRENT SURVEY CONTROL
 EH2972  ______________________________________________________________________
 EH2972* NAD 83(1997) POSITION- 34 12 36.74332(N) 091 29 39.25804(W)   ADJUSTED
 EH2972* NAVD 88 ORTHO HEIGHT -    55.    (meters)      180.    (feet) SCALED
 EH2972  ______________________________________________________________________
 EH2972  GEOID HEIGHT    -        -26.199 (meters)                     GEOID18
 EH2972  LAPLACE CORR    -         -1.07  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2972.GEOID18 height accuracy estimate available here.
 EH2972
 EH2972.Click photographs - Photos may exist for this station.
 EH2972
 EH2972.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2972
 EH2972. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999549  x   0.99992316  =   0.99991865
 EH2972!UTM  15      -   0.99999549  x   0.99983719  =   0.99983268
 EH2972
 EH2972:                Primary Azimuth Mark                     Grid Az
 EH2972:SPC AR S     -  PECAN AZ MK                              358 30 21.2
 EH2972:UTM  15      -  PECAN AZ MK                              357 56 32.1
 EH2972
 EH2972_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT3871686488(NAD 83)
 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
 EH2972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2972.See file dsdata.pdf to determine how the superseded data were derived.
 EH2972
 EH2972_MARKER: DS = TRIANGULATION STATION DISK
 EH2972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2972_STAMPING: PECAN 1965
 EH2972_MARK LOGO: CGS
 EH2972_PROJECTION: RECESSED 38 CENTIMETERS
 EH2972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2972+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0716 ***********************************************************************
 GF0716  DESIGNATION -  PEEL
 GF0716  PID         -  GF0716
 GF0716  STATE/COUNTY-  AR/MARION
 GF0716  COUNTRY     -  US
 GF0716  USGS QUAD   -  PEEL (2017)
 GF0716
 GF0716                         *CURRENT SURVEY CONTROL
 GF0716  ______________________________________________________________________
 GF0716* NAD 83(1997) POSITION- 36 24 46.73439(N) 092 48 59.33975(W)   ADJUSTED
 GF0716* NAVD 88 ORTHO HEIGHT -   366.    (meters)     1201.    (feet) SCALED
 GF0716  ______________________________________________________________________
 GF0716  GEOID HEIGHT    -        -28.424 (meters)                     GEOID18
 GF0716  LAPLACE CORR    -          0.09  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0716.GEOID18 height accuracy estimate available here.
 GF0716
 GF0716.Click photographs - Photos may exist for this station.
 GF0716
 GF0716.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0716
 GF0716. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 GF0716:SPC AR N     -  PEEL AZ MK                               120 34 29.1
 GF0716:UTM  15      -  PEEL AZ MK                               119 59 26.5
 GF0716
 GF0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA1645329771(NAD 83)
 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
 GF0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0716.See file dsdata.pdf to determine how the superseded data were derived.
 GF0716
 GF0716_MARKER: DS = TRIANGULATION STATION DISK
 GF0716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0716_STAMPING: PEEL 1953
 GF0716_MARK LOGO: CGS
 GF0716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0716+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0717 ***********************************************************************
 GF0717  DESIGNATION -  PEEL
 GF0717  PID         -  GF0717
 GF0717  STATE/COUNTY-  AR/MARION
 GF0717  COUNTRY     -  US
 GF0717  USGS QUAD   -  PEEL (2017)
 GF0717
 GF0717                         *CURRENT SURVEY CONTROL
 GF0717  ______________________________________________________________________
 GF0717* NAD 83(1997) POSITION- 36 24 46.52107(N) 092 48 58.67704(W)   ADJUSTED
 GF0717* NAVD 88 ORTHO HEIGHT -   366.    (meters)     1201.    (feet) SCALED
 GF0717  ______________________________________________________________________
 GF0717  GEOID HEIGHT    -        -28.424 (meters)                     GEOID18
 GF0717  LAPLACE CORR    -          0.08  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0717.GEOID18 height accuracy estimate available here.
 GF0717
 GF0717.Click photographs - Photos may exist for this station.
 GF0717
 GF0717.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0717
 GF0717. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA1646929764(NAD 83)
 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
 GF0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0717.See file dsdata.pdf to determine how the superseded data were derived.
 GF0717
 GF0717_MARKER: DD = SURVEY DISK
 GF0717_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 GF0717_STAMPING: PEEL 1940
 GF0717_MARK LOGO: USACE
 GF0717_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GF0717
 GF0717  HISTORY     - Date     Condition        Report By
 GF0717  HISTORY     - 1940     MONUMENTED       USACE
 GF0717  HISTORY     - 1953     GOOD             CGS
 GF0717
 GF0717                          STATION DESCRIPTION
 GF0717
 GF0717'DESCRIBED BY COAST AND GEODETIC SURVEY 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 = MARCH 20, 2026 22:17:28 EDT
 EH2606 ***********************************************************************
 EH2606  DESIGNATION -  PEGGY
 EH2606  PID         -  EH2606
 EH2606  STATE/COUNTY-  AR/PHILLIPS
 EH2606  COUNTRY     -  US
 EH2606  USGS QUAD   -  HELENA (2017)
 EH2606
 EH2606                         *CURRENT SURVEY CONTROL
 EH2606  ______________________________________________________________________
 EH2606* NAD 83(2011) POSITION- 34 30 24.15846(N) 090 35 33.41803(W)   ADJUSTED
 EH2606* NAD 83(2011) ELLIP HT-    36.452 (meters)        (06/27/12)   ADJUSTED
 EH2606* NAD 83(2011) EPOCH   -  2010.00
 EH2606* NAVD 88 ORTHO HEIGHT -    63.491 (meters)      208.30  (feet) ADJUSTED
 EH2606  ______________________________________________________________________
 EH2606  GEOID HEIGHT    -        -26.997 (meters)                     GEOID18
 EH2606  NAD 83(2011) X  -    -54,420.832 (meters)                     COMP
 EH2606  NAD 83(2011) Y  - -5,261,370.237 (meters)                     COMP
 EH2606  NAD 83(2011) Z  -  3,592,926.067 (meters)                     COMP
 EH2606  LAPLACE CORR    -          0.36  (seconds)                    DEFLEC18
 EH2606  DYNAMIC HEIGHT  -         63.430 (meters)      208.10  (feet) COMP
 EH2606  MODELED GRAVITY -    979,667.8   (mgal)                       NAVD 88
 EH2606
 EH2606  VERT ORDER      -  FIRST     CLASS II
 EH2606
 EH2606  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 EH2606  Standards:
 EH2606         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 EH2606            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 EH2606  -------------------------------------------------------------------
 EH2606  NETWORK    0.51   0.69           0.21   0.21   0.35      0.05774758
 EH2606  -------------------------------------------------------------------
 EH2606  Click here for local accuracies and other accuracy information.
 EH2606
 EH2606.The horizontal coordinates were established by GPS observations
 EH2606.and adjusted by the National Geodetic Survey in June 2012.
 EH2606
 EH2606.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 EH2606.been affixed to the stable North American tectonic plate. See 
 EH2606.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 EH2606
 EH2606.The horizontal coordinates are valid at the epoch date displayed above
 EH2606.which is a decimal equivalence of Year/Month/Day.
 EH2606
 EH2606.The orthometric height was determined by differential leveling and
 EH2606.adjusted by the NATIONAL GEODETIC SURVEY
 EH2606.in June 1991.
 EH2606
 EH2606.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2606.GEOID18 height accuracy estimate available here.
 EH2606
 EH2606.Click photographs - Photos may exist for this station.
 EH2606
 EH2606.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EH2606
 EH2606.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2606
 EH2606.The ellipsoidal height was determined by GPS observations
 EH2606.and is referenced to NAD 83.
 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. The following values were computed from the NAD 83(2011) position.
 EH2606
 EH2606;                    North         East     Units Scale Factor Converg.
 EH2606;SPC AR S     -   604,975.044   529,233.522   MT  0.99995235   +0 47 15.7
 EH2606;SPC AR S     - 1,984,822.29  1,736,326.98   sFT  0.99995235   +0 47 15.7
 EH2606;SPC MS W     -   555,182.809   676,190.543   MT  0.99995698   -0 08 48.8
 EH2606;SPC MS W     - 1,821,462.27  2,218,468.47   sFT  0.99995698   -0 08 48.8
 EH2606;UTM  15      - 3,820,972.623   721,011.423   MT  1.00020211   +1 21 51.6
 EH2606
 EH2606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EH2606!SPC AR S     -   0.99999428  x   0.99995235  =   0.99994663
 EH2606!SPC MS W     -   0.99999428  x   0.99995698  =   0.99995126
 EH2606!UTM  15      -   0.99999428  x   1.00020211  =   1.00019639
 EH2606
 EH2606:                Primary Azimuth Mark                     Grid Az
 EH2606:SPC AR S     -  Q 220                                    202 27 17.8
 EH2606:SPC MS W     -  Q 220                                    203 23 22.3
 EH2606:UTM  15      -  Q 220                                    201 52 41.9
 EH2606
 EH2606_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU2101120972(NAD 83)
 EH2606
 EH2606|---------------------------------------------------------------------|
 EH2606| PID    Reference Object                     Distance      Geod. Az  |
 EH2606|                                                           dddmmss.s |
 EH2606| EH2605 PEGGY RM 1                           22.821 METERS 02936     |
 EH2606| EH2853 A 220 TPT                           APPROX. 0.6 KM 0434709.6 |
 EH2606| EH0933 A 220                               APPROX. 0.6 KM 0434705.6 |
 EH2606| EH2849 PEGGY TPT                            26.137 METERS 20307     |
 EH2606| EH0697 Q 220                               APPROX. 1.0 KM 2031433.5 |
 EH2606| EH2604 PEGGY RM 2                           26.411 METERS 20735     |
 EH2606|---------------------------------------------------------------------|
 EH2606
 EH2606                          SUPERSEDED SURVEY CONTROL
 EH2606
 EH2606  NAD 83(2007)-  34 30 24.15836(N)    090 35 33.41870(W) AD(2002.00) A
 EH2606  ELLIP H (09/06/11)   36.428  (m)                       GP(2002.00) 4 1
 EH2606  NAD 83(2007)-  34 30 24.15837(N)    090 35 33.41906(W) AD(2002.00) 0
 EH2606  ELLIP H (02/10/07)   36.485  (m)                       GP(2002.00)    
 EH2606  NAD 83(1997)-  34 30 24.15789(N)    090 35 33.41819(W) AD(       ) 1
 EH2606  ELLIP H (01/24/03)   36.483  (m)                       GP(       ) 2 2
 EH2606  NAD 83(1997)-  34 30 24.15848(N)    090 35 33.41530(W) AD(       ) 1
 EH2606  NAD 83(1995)-  34 30 24.15839(N)    090 35 33.41494(W) AD(       ) 1
 EH2606  NAD 83(1993)-  34 30 24.15839(N)    090 35 33.41487(W) AD(       ) 1
 EH2606  NAD 83(1986)-  34 30 24.16654(N)    090 35 33.41442(W) AD(       ) 1
 EH2606  NAD 27      -  34 30 23.79585(N)    090 35 33.03521(W) AD(       ) 1
 EH2606  NAVD 88 (03/22/05)   63.4    (m)  GEOID03  model used  GPS OBS        
 EH2606  NAVD 88 (01/25/03)   63.5    (m)  UNKNOWN  model used  GPS OBS        
 EH2606  NAVD 88 (01/24/03)   63.5    (m)  GEOID99  model used  GPS OBS        
 EH2606  NGVD 29              63.52   (m)          208.4    (f) LEVELING    3  
 EH2606  NGVD 29 (07/19/86)   63.5    (m)          208.     (f) VERT ANG       
 EH2606  NGVD 29 (11/26/84)   63.524  (m)          208.41   (f) ADJUSTED    1 2
 EH2606
 EH2606.Superseded values are not recommended for survey control.
 EH2606
 EH2606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2606.See file dsdata.pdf to determine how the superseded data were derived.
 EH2606
 EH2606_MARKER: DH = HORIZONTAL CONTROL DISK
 EH2606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 12, 2009
 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  HISTORY     - 20081118 GOOD             MSDOT
 EH2606  HISTORY     - 20091012 GOOD             JMSM
 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) SOUTH OF THE
 EH2606'CENTER OF HELENA, NEAR THE SOUTH EDGE OF TOWN, AND ATOP THE MAIN LEVEE
 EH2606'ALONG THE WEST SIDE OF THE MISSISSIPPI RIVER.  PERMISSION FOR THE
 EH2606'STATION WAS OBTAINED FROM MR. JAMES C. FRAZIER, ENGINEER, HELENA
 EH2606'IMPROVEMENT DISTRICT, P.O. BOX 236, HELENA, AR 72342.  TELEPHONE
 EH2606'NUMBER 501-338-3776.
 EH2606'
 EH2606'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 49, 49
 EH2606'BUSINESS, AND STATE HIGHWAY 20, ABOUT 1 MILE (1.6 KM) SOUTH OF HELENA,
 EH2606'GO EASTERLY ON U.S. HIGHWAY 49 FOR 0.6 MILE (0.97 KM) TO A LEVEE, JUST
 EH2606'BEFORE REACHING THE HELENA BRIDGE, AND BENCH MARK Q 220 ON THE LEFT.
 EH2606'TURN LEFT AND GO NORTHERLY ON THE LEVEE ROAD FOR 0.6 MILE (0.97 KM) TO
 EH2606'THE STATION ON THE LEFT.
 EH2606'
 EH2606'THE STATION IS A STANDARD NGS DISK STAMPED ---PEGGY 1979---, SET INTO
 EH2606'THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER PROJECTING 2 CM
 EH2606'ABOVE THE GROUND.  IT IS LOCATED 35.97 METERS NORTH FROM A FENCE, 4.6
 EH2606'METERS WEST-NORTHWEST FROM THE CENTER OF THE LEVEE ROAD, AND 1.56
 EH2606'METERS SOUTH FROM A METAL WITNESS POST.  THE UNDERGROUND MARK IS A
 EH2606'STANDARD NGS DISK STAMPED ---PEGGY 1979---, SET INTO THE TOP OF AN
 EH2606'IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 EH2606'
 EH2606'REFERENCE MARK NUMBER 01 IS A STANDARD NGS DISK STAMPED
 EH2606'---PEGGY NO 1 1979---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 EH2606'30 CM IN DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 3.3 METERS WEST
 EH2606'FROM THE CENTER OF THE LEVEE ROAD AND 0.52 METER SOUTH FROM A METAL
 EH2606'WITNESS POST.  MARK IS LEVEL WITH STATION.
 EH2606'
 EH2606'REFERENCE MARK NUMBER 02 IS A STANDARD NGS DISK STAMPED
 EH2606'---PEGGY NO 2 1979---, INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM
 EH2606'IN DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 10.20 METERS NORTH FROM
 EH2606'THE FENCE, 5.0 METERS WEST FROM THE CENTER OF THE LEVEE ROAD, 3.40
 EH2606'METERS NORTHEAST FROM A POWER POLE, AND 0.65 METER SOUTHEAST FROM A
 EH2606'METAL WITNESS POST.  MARK IS LEVEL WITH STATION.
 EH2606'
 EH2606'AZIMUTH MARK NUMBER 01 IS A STANDARD NGS BENCH MARK DISK STAMPED
 EH2606'---Q 220 1976---, SET INTO A DRILL HOLE IN THE NORTHWEST BRIDGE
 EH2606'WINGWALL OF THE HELENA BRIDGE OVER THE MISSISSIPPI RIVER.  IT IS
 EH2606'LOCATED 9.7 METERS NORTH FROM THE CENTER OF U.S. HIGHWAY 49, 3.8
 EH2606'METERS EAST-SOUTHEAST FROM THE CENTER OF THE LEVEE ROAD, AND 0.23
 EH2606'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
 EH2606'(0.6 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) W
 EH2606'FROM CENTER OF LEVEE ROAD, AND 0.3 METER (1.0 FOOT) FROM BELOW LEVEE
 EH2606'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 LOCATED
 EH2606'0.6 METER (2.0 FEET) FROM BELOW ROAD, 5.0 METERS (16.4 FEET) W FROM
 EH2606'CENTER OF GATE AND LEVEE ROAD, 1.3 METERS (4.3 FEET) N FROM FENCE, AND
 EH2606'3.5 METERS (11.5 FEET) ENE FROM OF PLP.
 EH2606'
 EH2606'AZIMUTH MARK IS A STANDARD NGS BENCH MARK DISK STAMPED,
 EH2606'---Q 220 1976--- SET IN A DRILL HOLE IN A WINGWALL AT THE NORTHWEST
 EH2606'END OF THE HELENA BRIDGE OVER THE MISSISSIPPI RIVER LOCATED 9.7 METERS
 EH2606'(48.5 FEET) N FROM CENTER OF US HIGHWAY 49 AND 3.8 METERS (12.5 FEET)
 EH2606'E FROM CENTER OF LEVEE ROAD.
 EH2606'
 EH2606'MACROMETER GPS SURVEYS - MEMPHIS, TENNESSEE TO RENA LARA, MISSISSIPPI,
 EH2606'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.  RECOVERED IN GOOD CONDITION.  NEW
 EH2606'DESCRIPTION AS FOLLOWS.  2.6 KM (1.6 MI) SOUTH ALONG THE LEVEE FROM
 EH2606'THE EAST END OF PERRY STREET IN HELENA, 0.96 KM (0.6 MI) NORTH ALONG
 EH2606'THE LEVEE FROM THE CROSSING OF U.S. HIGHWAY 49 IN HELENA, 4.1 METERS
 EH2606'(13.4 FT) WEST-NORTHWEST OF THE APPROXIMATE CENTER OF THE LEVEE ROAD,
 EH2606'27.1 METERS (88.9 FT) NORTH OF THE CENTER OF A GATE, 29.0 METERS
 EH2606'(95.1 FT) NORTH-NORTHEAST OF A UTILITY POLE ON THE WEST SLOPE OF THE
 EH2606'LEVEE, 27.1 METERS (88.9 FT) NORTH OF A UTILITY POLE ON THE EAST
 EH2606'SLOPE, AND 26.4 METERS (86.6 FT) NORTH-NORTHEAST OF REFERENCE MARK 2.
 EH2606'THE MARK IS 0.15 METERS  NE FROM A WITNESS POST.  THE MARK IS 0.5 M
 EH2606'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, PHONE
 EH2606'501-338-3438.
 EH2606'
 EH2606'TO REACH FROM THE JUNCTION OF US HIGHWAYS 49 AND 49B AT THE SOUTH EDGE
 EH2606'OF HELENA, GO NORTH ON HIGHWAY 49B FOR 1.48 KM (0.9 MI) TO A REVERSE
 EH2606'FORK RIGHT.  CONTINUE AHEAD FOR 0.15 KM (0.1 MI) TO A PAVED STREET
 EH2606'RIGHT.  TURN RIGHT, EAST, FOR 0.42 KM (0.25 MI) TO A T-ROAD AT
 EH2606'RAILROAD TRACKS.  TURN RIGHT, SOUTH, FOR 0.28 KM (0.2 MI) TO END OF
 EH2606'PAVEMENT AT SMALL BRIDGE AND RAILROAD TRACKS.  CONTINUE AHEAD FOR 0.13
 EH2606'KM (0.1 MI) TO THE LEVEE ROAD.  TURN RIGHT, SOUTH, FOR 0.46 KM
 EH2606'(0.3 MI) TO A RAMP.  CONTINUE AHEAD FOR 120 METERS TO THE STATION ON
 EH2606'THE RIGHT.
 EH2606'
 EH2606'STATION MARK IS FLUSH, 4.1 METERS WEST-NORTHWEST OF THE ROAD CENTER,
 EH2606'0.5 METERS LOWER THAN THE ROAD, 27.1 METERS NORTH OF A GATE CENTER,
 EH2606'29.0 METERS NORTH-NORTHEAST OF A UTILITY POLE ON THE WEST LEVEE SLOPE,
 EH2606'AND 27.1 METERS NORTH OF A UTILITY POLE 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 ROAD,
 EH2606'3.4 METERS EAST OF A UTILITY POLE, AND 1.3 METERS NORTH-NORTHEAST OF A
 EH2606'FENCE.
 EH2606'
 EH2606'REFERENCE MARK 1 IS FLUSH, 3.5 METERS WEST-NORTHWEST OF THE ROAD
 EH2606'CENTER, 0.3 METER LOWER THAN THE ROAD,  60 METERS NORTH OF THE GATE
 EH2606'CENTER.
 EH2606'
 EH2606'AZIMUTH MARK (BENCH MARK Q 220) IS SET IN A DRILL HOLE IN THE
 EH2606'NORTHWEST WINGWALL OF THE HIGHWAY 49 BRIDGE OVER THE MISSISSIPPI
 EH2606'RIVER, 9.7 METERS NORTH OF 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 49 AND 49 B,
 EH2606'GO EAST ON HIGHWAY 49 FOR ABOUT 0.6 MILE TO THE LEVEE ROAD AND MARK ON
 EH2606'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 THE MISSISSIPPI RIVER.
 EH2606'
 EH2606'OWNERSHIP-  HELENA IMPROVEMENT DISTRICT, C/O ROSCOPE AND HIGGINS, P.A.
 EH2606'PO BOX 610, HELENA, ARK 72342
 EH2606'
 EH2606'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS 49 AND 49B AT
 EH2606'THE SOUTH EDGE OF HELENA, GO NORTH ON 49B FOR 1.3 MILES TO HANKS
 EH2606'STREET ON RIGHT.  TURN RIGHT AND PROCEED EAST FOR 0.3 MILES TO WHERE
 EH2606'HANK STREET TURNS TO THE RIGHT AND PARALLELS THE SEA WALL.  CONTINUE
 EH2606'SOUTH FOR 1.5 MILES TO A ROAD THAT LEADS TO TOP OF LEVEE AND END OF
 EH2606'FLOODWALL.  PROCEED SOUTH ALONG TOP OF LEVEE FOR 0.65 MILES AND THE
 EH2606'MARK IS ON THE RIGHT.
 EH2606'
 EH2606'THE STATION IS LOCATED 14 FEET WEST OF CENTERLINE OF LEVEE.  88 FEET
 EH2606'NORTH OF CORNER OF GATE ACROSS TOP OF LEVEE.  STATION IS A STANDARD
 EH2606'NGS DISC SET IN CONCRETE STAMPED PEGGY 1979. FLUSH WITH GROUND.
 EH2606
 EH2606                          STATION RECOVERY (2008)
 EH2606
 EH2606'RECOVERY NOTE BY MS DEPT TRANS 2008 (LKK)
 EH2606'RECOVERED AS DESCRIBED.
 EH2606
 EH2606                          STATION RECOVERY (2009)
 EH2606
 EH2606'RECOVERY NOTE BY JOHNSON-MCADAMS SURVEYING AND MAPPING 2009 (WJB)
 EH2606'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH2605 ***********************************************************************
 EH2605  DESIGNATION -  PEGGY RM 1
 EH2605  PID         -  EH2605
 EH2605  STATE/COUNTY-  AR/PHILLIPS
 EH2605  COUNTRY     -  US
 EH2605  USGS QUAD   -  HELENA (2017)
 EH2605
 EH2605                         *CURRENT SURVEY CONTROL
 EH2605  ______________________________________________________________________
 EH2605* NAD 83(1997) POSITION- 34 30 24.80264(N) 090 35 32.97325(W)   ADJUSTED
 EH2605* NAVD 88 ORTHO HEIGHT -    63.454 (meters)      208.18  (feet) ADJUSTED
 EH2605  ______________________________________________________________________
 EH2605  GEOID HEIGHT    -        -26.997 (meters)                     GEOID18
 EH2605  LAPLACE CORR    -          0.36  (seconds)                    DEFLEC18
 EH2605  DYNAMIC HEIGHT  -         63.393 (meters)      207.98  (feet) COMP
 EH2605  MODELED GRAVITY -    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 and
 EH2605.adjusted by the NATIONAL GEODETIC SURVEY
 EH2605.in June 1991.
 EH2605
 EH2605.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2605.GEOID18 height accuracy estimate available here.
 EH2605
 EH2605.Click photographs - Photos may exist for this station.
 EH2605
 EH2605.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999428  x   0.99995238  =   0.99994666
 EH2605!SPC MS W     -   0.99999428  x   0.99995698  =   0.99995126
 EH2605!UTM  15      -   0.99999428  x   1.00020217  =   1.00019645
 EH2605
 EH2605_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU2102220992(NAD 83)
 EH2605
 EH2605                          SUPERSEDED SURVEY CONTROL
 EH2605
 EH2605  NAD 83(1995)-  34 30 24.80255(N)    090 35 32.97289(W) AD(       ) 2
 EH2605  NAD 83(1993)-  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              63.49   (m)          208.3    (f) LEVELING    3  
 EH2605  NGVD 29 (11/26/84)   63.487  (m)          208.29   (f) ADJUSTED    1 2
 EH2605
 EH2605.Superseded values are not recommended for survey control.
 EH2605
 EH2605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2605.See file dsdata.pdf to determine how the superseded data were derived.
 EH2605
 EH2605_MARKER: DR = REFERENCE MARK DISK
 EH2605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 ALONG THE LEVEE FROM THE EAST END OF PERRY
 EH2605'STREET IN HELENA, 0.96 KM (0.6 MI) NORTH ALONG THE LEVEE FROM THE
 EH2605'CROSSING OF U.S. HIGHWAY 49 IN HELENA, 3.5 METERS (11.5 FT)
 EH2605'WEST-NORTHWEST OF THE APPROXIMATE CENTER OF THE LEVEE ROAD, 60.0
 EH2605'METERS (196.8 FT) NORTH OF THE APPROXIMATE CENTER OF A GATE, AND 22.8
 EH2605'METERS (74.9 FT) NORTH-NORTHEAST OF STATION PEGGY.  IT IS 0.31 METERS
 EH2605'NORTH-NORTHEAST FROM A WITNESS POST AND 0.31 M BELOW TOP OF LEVEE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EH2604 ***********************************************************************
 EH2604  DESIGNATION -  PEGGY RM 2
 EH2604  PID         -  EH2604
 EH2604  STATE/COUNTY-  AR/PHILLIPS
 EH2604  COUNTRY     -  US
 EH2604  USGS QUAD   -  HELENA (2017)
 EH2604
 EH2604                         *CURRENT SURVEY CONTROL
 EH2604  ______________________________________________________________________
 EH2604* NAD 83(1997) POSITION- 34 30 23.39876(N) 090 35 33.89489(W)   ADJUSTED
 EH2604* NAVD 88 ORTHO HEIGHT -    63.639 (meters)      208.79  (feet) ADJUSTED
 EH2604  ______________________________________________________________________
 EH2604  GEOID HEIGHT    -        -26.997 (meters)                     GEOID18
 EH2604  LAPLACE CORR    -          0.37  (seconds)                    DEFLEC18
 EH2604  DYNAMIC HEIGHT  -         63.577 (meters)      208.59  (feet) COMP
 EH2604  MODELED GRAVITY -    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 and
 EH2604.adjusted by the NATIONAL GEODETIC SURVEY
 EH2604.in June 1991.
 EH2604
 EH2604.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2604.GEOID18 height accuracy estimate available here.
 EH2604
 EH2604.Click photographs - Photos may exist for this station.
 EH2604
 EH2604.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999425  x   0.99995232  =   0.99994657
 EH2604!SPC MS W     -   0.99999425  x   0.99995699  =   0.99995124
 EH2604!UTM  15      -   0.99999425  x   1.00020205  =   1.00019630
 EH2604
 EH2604_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYU2099920948(NAD 83)
 EH2604
 EH2604                          SUPERSEDED SURVEY CONTROL
 EH2604
 EH2604  NAD 83(1995)-  34 30 23.39866(N)    090 35 33.89453(W) AD(       ) 2
 EH2604  NAD 83(1993)-  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              63.67   (m)          208.9    (f) LEVELING    3  
 EH2604  NGVD 29 (11/26/84)   63.671  (m)          208.89   (f) ADJUSTED    1 2
 EH2604
 EH2604.Superseded values are not recommended for survey control.
 EH2604
 EH2604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2604.See file dsdata.pdf to determine how the superseded data were derived.
 EH2604
 EH2604_MARKER: DR = REFERENCE MARK DISK
 EH2604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 ALONG THE LEVEE FROM THE EAST END OF PERRY
 EH2604'STREET IN HELENA, 0.96 KM (0.6 MI) NORTH OF THE CROSSING OF U.S.
 EH2604'HIGHWAY 49 IN HELENA, 4.7 METERS (15.4 FT) WEST-NORTHWEST OF THE
 EH2604'APPROXIMATE CENTER OF THE LEVEE ROAD AT A GATE, 3.4 METERS (11.2 FT)
 EH2604'EAST OF A UTILITY POLE, 1.3 METERS (4.3 FT) NORTH-NORTHEAST OF A
 EH2604'FENCE, AND 26.4 METERS (86.6 FT) SOUTH-SOUTHWEST OF STATION PEGGY.  IT
 EH2604'IS 0.31 METERS NORTH FROM A WITNESS POST AND 0.5 M BELOW TOP OF LEVEE.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ2041 ***********************************************************************
 EJ2041  DESIGNATION -  PENCIL
 EJ2041  PID         -  EJ2041
 EJ2041  STATE/COUNTY-  AR/MONTGOMERY
 EJ2041  COUNTRY     -  US
 EJ2041  USGS QUAD   -  SIMS (2017)
 EJ2041
 EJ2041                         *CURRENT SURVEY CONTROL
 EJ2041  ______________________________________________________________________
 EJ2041* NAD 83(1997) POSITION- 34 38 07.80993(N) 093 44 18.89454(W)   ADJUSTED
 EJ2041* NAVD 88 ORTHO HEIGHT -   234.58  (+/-2cm)      769.6   (feet) VERTCON3
 EJ2041  ______________________________________________________________________
 EJ2041  GEOID HEIGHT    -        -29.123 (meters)                     GEOID18
 EJ2041  LAPLACE CORR    -          3.44  (seconds)                    DEFLEC18
 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
 EJ2041.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ2041.GEOID18 height accuracy estimate available here.
 EJ2041
 EJ2041.The vertical order pertains to the NGVD 29 superseded value.
 EJ2041
 EJ2041.Click photographs - Photos may exist for this station.
 EJ2041
 EJ2041.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ2041
 EJ2041. The following values were computed from the NAD 83(1997) position.
 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;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!UTM  15      -   0.99996775  x   0.99965648  =   0.99962424
 EJ2041
 EJ2041:                Primary Azimuth Mark                     Grid Az
 EJ2041:SPC AR S     -  PENCIL AZ MK                             327 45 45.4
 EJ2041:UTM  15      -  PENCIL AZ MK                             327 12 33.6
 EJ2041
 EJ2041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU3230532870(NAD 83)
 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(1993)-  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             234.52   (m)          769.4    (f) LEVELING    3  
 EJ2041
 EJ2041.Superseded values are not recommended for survey control.
 EJ2041
 EJ2041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2041.See file dsdata.pdf to determine how the superseded data were derived.
 EJ2041
 EJ2041_MARKER: DS = TRIANGULATION STATION DISK
 EJ2041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ2041_STAMPING: PENCIL 1956
 EJ2041_MARK LOGO: CGS
 EJ2041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ2041+STABILITY: SURFACE MOTION
 EJ2041_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EJ2041+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2008
 EJ2041
 EJ2041  HISTORY     - Date     Condition        Report By
 EJ2041  HISTORY     - 1956     MONUMENTED       CGS
 EJ2041  HISTORY     - 1961     GOOD             CGS
 EJ2041  HISTORY     - 20080312 GOOD             ARHD
 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 ABOUT 0.55
 EJ2041'MILE NORTHWEST OF THE PENCIL BLUFFS POST OFFICE.
 EJ2041'
 EJ2041'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 270 AND STATE HIGHWAY 88,
 EJ2041'ABOUT 0.05 MILE NORTH OF THE PENCIL BLUFFS POST OFFICE, GO NORTHWEST
 EJ2041'ON U.S. HIGHWAY 270 FOR 0.5 MILE TO A LANE LEADING LEFT TO A FARM
 EJ2041'HOUSE AND THE STATION SITE 39 FEET NORTHWEST OF THE CENTER OF THE
 EJ2041'LANE.  CONTINUE NORTHWEST ON THE HIGHWAY FOR 0.7 MILE TO THE AZIMUTH
 EJ2041'MARK ON THE RIGHT.
 EJ2041'
 EJ2041'THE STATION, UNDERGROUND, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK
 EJ2041'ARE STANDARD DISKS SET IN CONCRETE CYLINDERS.
 EJ2041'
 EJ2041'THE STATION MARK, STAMPED PENCIL 1956, PROJECTS ABOUT 4 INCHES.  IT IS
 EJ2041'36 FEET SOUTHWEST OF THE CENTER OF U.S. HIGHWAY 270, 18 FEET NORTHWEST
 EJ2041'OF A FENCE CORNER, 5 FEET NORTHEAST OF THE FENCE LINE AND 5.5 FEET
 EJ2041'NORTHWEST OF A WITNESS POST.
 EJ2041'
 EJ2041'REFERENCE MARK 1, STAMPED PENCIL NO 1 1956, PROJECTS ABOUT 2 INCHES.
 EJ2041'IT IS 35.5 FEET NORTHEAST OF THE CENTER OF THE HIGHWAY AND 4 FEET
 EJ2041'SOUTHWEST OF THE FENCE LINE.
 EJ2041'
 EJ2041'REFERENCE MARK 2, STAMPED PENCIL NO 2 1956, PROJECTS ABOUT 2 INCHES.
 EJ2041'IT IS 36 FEET SOUTHWEST OF THE CENTER OF THE HIGHWAY AND 5 FEET
 EJ2041'NORTHEAST OF THE FENCE LINE.
 EJ2041'
 EJ2041'THE AZIMUTH MARK, STAMPED PENCIL 1956, PROJECTS ABOUT 4 INCHES.  IT IS
 EJ2041'ON THE EAST RIGHT-OF-WAY NEAR THE TOP OF THE GRADE, 32 FEET NORTHEAST
 EJ2041'OF THE CENTER OF U.S. HIGHWAY 270, 4 FEET SOUTHWEST OF THE FENCE LINE
 EJ2041'AND 2 FEET SOUTHEAST 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 CONDITION.
 EJ2041'THE DESCRIPTION TO REACH THE STATION IS ADEQUATE FOR RECOVERY.
 EJ2041
 EJ2041                          STATION RECOVERY (2008)
 EJ2041
 EJ2041'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2008 (VJB)
 EJ2041'STATION AND RM 2 RECOVERED IN GOOD CONDITION. RM 1 AND AZIMUTH MARK
 EJ2041'SEARCHED FOR BUT NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DK0890 ***********************************************************************
 DK0890  DESIGNATION -  PENDLETON
 DK0890  PID         -  DK0890
 DK0890  STATE/COUNTY-  AR/DESHA
 DK0890  COUNTRY     -  US
 DK0890  USGS QUAD   -  DUMAS (2017)
 DK0890
 DK0890                         *CURRENT SURVEY CONTROL
 DK0890  ______________________________________________________________________
 DK0890* NAD 83(1997) POSITION- 33 58 13.19865(N) 091 23 59.48329(W)   ADJUSTED
 DK0890* NAVD 88 ORTHO HEIGHT -    57.278 (meters)      187.92  (feet) ADJUSTED
 DK0890  ______________________________________________________________________
 DK0890  GEOID HEIGHT    -        -26.102 (meters)                     GEOID18
 DK0890  LAPLACE CORR    -         -1.18  (seconds)                    DEFLEC18
 DK0890  DYNAMIC HEIGHT  -         57.221 (meters)      187.73  (feet) COMP
 DK0890  MODELED GRAVITY -    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 and
 DK0890.adjusted by the NATIONAL GEODETIC SURVEY
 DK0890.in June 1991.
 DK0890
 DK0890.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK0890.GEOID18 height accuracy estimate available here.
 DK0890
 DK0890.Click photographs - Photos may exist for this station.
 DK0890
 DK0890.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 DK0890:SPC AR S     -  PENDLETON AZ MK                          113 36 13.9
 DK0890:UTM  15      -  PENDLETON AZ MK                          113 02 43.7
 DK0890
 DK0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT4782860020(NAD 83)
 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(1993)-  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              57.41   (m)          188.4    (f) LEVELING    3  
 DK0890  NGVD 29 (11/26/84)   57.340  (m)          188.12   (f) ADJUSTED    1 2
 DK0890
 DK0890.Superseded values are not recommended for survey control.
 DK0890
 DK0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK0890.See file dsdata.pdf to determine how the superseded data were derived.
 DK0890
 DK0890_MARKER: DS = TRIANGULATION STATION DISK
 DK0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK0890_STAMPING: PENDLETON 1965
 DK0890_MARK LOGO: CGS
 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 = MARCH 20, 2026 22:17:28 EDT
 FF2100 ***********************************************************************
 FF2100  DESIGNATION -  PENNY
 FF2100  PID         -  FF2100
 FF2100  STATE/COUNTY-  AR/GREENE
 FF2100  COUNTRY     -  US
 FF2100  USGS QUAD   -  BROOKLAND (2017)
 FF2100
 FF2100                         *CURRENT SURVEY CONTROL
 FF2100  ______________________________________________________________________
 FF2100* NAD 83(1997) POSITION- 35 59 00.66336(N) 090 37 01.93033(W)   ADJUSTED
 FF2100* NAVD 88 ORTHO HEIGHT -   155.    (meters)      509.    (feet) SCALED
 FF2100  ______________________________________________________________________
 FF2100  GEOID HEIGHT    -        -28.021 (meters)                     GEOID18
 FF2100  LAPLACE CORR    -         -1.30  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF2100.GEOID18 height accuracy estimate available here.
 FF2100
 FF2100.Click photographs - Photos may exist for this station.
 FF2100
 FF2100.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF2100
 FF2100. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV1481984745(NAD 83)
 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(1995)-  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
 FF2100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2100.See file dsdata.pdf to determine how the superseded data were derived.
 FF2100
 FF2100_MARKER: DS = TRIANGULATION STATION DISK
 FF2100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2100_STAMPING: PENNY 1953
 FF2100_MARK LOGO: CGS
 FF2100_PROJECTION: FLUSH
 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 SCHOOL,
 FF2100'CHURCH AND CEMETERY.  IT IS IN THE NORTHWEST CORNER OF A CULTIVATED
 FF2100'FIELD, 68.0 FEET NORTHEAST OF A TRIANGULAR BLAZED OAK TREE, 32.5 FEET
 FF2100'SOUTH OF A SWEET GUM TREE, 30.0 FEET EAST OF THE CENTER OF A GRAVELED
 FF2100'ROAD AND 13.0 FEET EAST OF A FENCE AND WITNESS POST.  IT IS SET FLUSH
 FF2100'WITH THE SURFACE OF THE GROUND AND IS STAMPED PENNY 1953.
 FF2100'
 FF2100'REFERENCE MARK NO. 1 IS 1.0 FOOT SOUTH OF A FENCE, PROJECTS 4 INCHES
 FF2100'AND IS STAMPED PENNY NO 1 1953.
 FF2100'
 FF2100'REFERENCE MARK NO. 2 IS 20.0 FEET EAST OF THE CENTER OF A GRAVELED
 FF2100'ROAD AND 1.0 FOOT EAST OF A FENCE.  IT PROJECTS 3 INCHES AND IS
 FF2100'STAMPED PENNY NO 2 1953.
 FF2100'
 FF2100'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 IS
 FF2100'259.75 FEET.
 FF2100'
 FF2100'THE AZIMUTH MARK IS LOCATED ON THE CLARKS CHAPEL CHURCH GROUNDS, 37.0
 FF2100'FEET WEST OF THE CENTER OF AN OPEN WELL AND 22.0 FEET SOUTH OF THE
 FF2100'CENTER OF A GRAVELED DRIVEWAY.  IT IS SET FLUSH WITH THE SURFACE OF
 FF2100'THE GROUND AND IS STAMPED PENNY 1953.
 FF2100'
 FF2100'TO REACH THE STATION FROM THE POST OFFICE IN PARAGOULD, GO SOUTH ON
 FF2100'STATE ROUTE NO. A 1 FOR 0.2 MILE TO THE JUNCTION WITH STATE ROUTE NO.
 FF2100'25.  HERE TURN RIGHT AND GO WESTERLY ON STATE ROUTE NO. A 1 AND NO. 25
 FF2100'FOR 1.0 MILE TO WHERE STATE ROUTE NO. A 1 TURNS LEFT. HERE TURN LEFT
 FF2100'AND GO SOUTHWESTERLY ON STATE ROUTE NO. A 1 FOR 1.9 MILES TO THE ROCKY
 FF2100'HILL BAPTIST CHURCH ON THE LEFT AND A GRAVELED ROAD ON THE RIGHT, TURN
 FF2100'RIGHT AND FOLLOW THIS GRAVELED ROAD WESTERLY FOR 1.65 MILE TO A FORK,
 FF2100'TAKE RIGHT FORK AND CONTINUE WESTERLY FOR 2.15 MILES TO A FORK, TAKE
 FF2100'RIGHT FORK AND CONTINUE WEST FOR 2.3 MILES TO A FORK.  HERE TAKE THE
 FF2100'LEFT FORK AND GO SOUTH AND SOUTHWESTERLY FOR 1.4 MILES TO A CROSSROAD,
 FF2100'CONTINUE STRAIGHT AHEAD FOR 0.65 MILE TO A CUT AT THE TOP OF THE HILL
 FF2100'AND THE STATION ON THE LEFT AS DESCRIBED.
 FF2100'
 FF2100'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTH ON A
 FF2100'GRAVELED ROAD FOR 0.3 MILE TO THE CLARKS CHAPEL SCHOOL, CHURCH AND
 FF2100'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.
 FF2100'
 FF2100'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 412 AND 49, IN
 FF2100'THE WEST EDGE OF PARAGOULD, GO SOUTH ON US HIGHWAY 49 FOR 1.9 MI
 FF2100'(3.06 KM) TO THE JUNCTION OF STATE HIGHWAY 358 ON THE RIGHT, TURN
 FF2100'RIGHT AND GO WESTERLY ON STATE HIGHWAY 358 FOR 6.0 MI (9.66 KM) TO THE
 FF2100'JUNCTION OF STATE HIGHWAY 351 ON THE LEFT, TURN LEFT AND GO SOUTHERLY
 FF2100'ON STATE HIGHWAY 351 FOR 1.65 MI (2.66 KM) TO THE AZIMUTH MARK ON THE
 FF2100'LEFT, CONTINUE SOUTHERLY ON HIGHWAY 351 FOR 0.25 MI (0.40 KM) TO
 FF2100'STATION ON THE LEFT.
 FF2100'
 FF2100'THE STATION IS A STANDARD DISK STAMPED---PENNY 1953---, SET IN THE TOP
 FF2100'OF A SQUARE CONCRETE POST, 2 INCHES BELOW SURFACE OF GROUND.  IT IS AT
 FF2100'THE NORTHWEST CORNER OF A PINE WOODS, 30.48 M (100.00 FT) EAST OF
 FF2100'APPROXIMATE CENTER OF NEW ROAD (UNDER CONSTRUCTION), 18.90 M
 FF2100'(62.01 FT) WEST-SOUTHWEST OF A 36 INCH OAK TREE AT NORTH EDGE OF PINE
 FF2100'WOODS, 12.80 M (41.99 FT) EAST OF THE CENTER OF PRESENT GRAVEL ROAD,
 FF2100'4.11 M (13.48 FT) SOUTHEAST OF OLD WOODEN WITNESS POST AT EDGE OF A 3
 FF2100'FT (0.91 M) BANK AND 0.46 M (1.51 FT) EAST OF A FIBERGLASS WITNESS
 FF2100'POST.
 FF2100'
 FF2100'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED---PENNY NO 1 1953---,
 FF2100'SET IN THE TOP OF A SQUARE CONCRETE POST, PROJECTING 2 INCHES.  IT IS
 FF2100'AT THE NORTH EDGE OF PINE WOODS, 9.14 M (29.99 FT) EAST-SOUTHEAST OF A
 FF2100'30 INCH OAK TREE, 6.70 M (21.98 FT) WEST-SOUTHWEST OF A 28 INCH OAK
 FF2100'TREE, 3.96 M (12.99 FT) SOUTHWEST OF A LONE 12 INCH CEDAR TREE AND
 FF2100'1.68 M (5.51 FT) SOUTH-SOUTHEAST OF A 4 INCH OAK TREE WITH A METAL
 FF2100'WITNESS SIGN NAILED ON IT.
 FF2100'
 FF2100'REFERENCE MARK NO. 3 IS A STANDARD NGS DISK STAMPED
 FF2100'---PENNY 1953 NO 3 1984---, CRIMPED ONTO A 4 FT (1.22 M) COPPER ROD
 FF2100'WITH A BASE PLATE AND A COLLAR WITH CAP, PROJECTING 1 INCH ABOVE THE
 FF2100'SURFACE OF GROUND.  IT IS 30.48 M (100.00 FT) EAST OF THE APPROXIMATE
 FF2100'CENTER OF NEW ROAD (UNDER CONSTRUCTION), 15.24 M (50.00 FT) EAST OF
 FF2100'THE CENTER OF PRESENT GRAVEL ROAD, 17.68 M (58.01 FT) NORTHEAST OF A
 FF2100'METAL CABLE WARNING POST AND SIGN AND 0.61 M (2.00 FT) WEST-NORTHWEST
 FF2100'OF A 4 INCH PINE TREE WITH A METAL WITNESS SIGN NAILED ON IT.
 FF2100'
 FF2100'THE AZIMUTH MARK IS A STANDARD DISK STAMPED
 FF2100'---PENNY 1953 RESET 1954---, SET IN THE TOP OF A SQUARE CONCRETE POST,
 FF2100'PROJECTING 3 INCHES.  IT IS 16.76 M (54.99 FT) EAST OF THE CENTER OF
 FF2100'HIGHWAY 351, 4.57 M (14.99 FT) WEST OF A T-FENCE CORNER, 1.22 M
 FF2100'(4.00 FT) EAST OF A 30 INCH OAK TREE AND 0.61 M (2.00 FT) EAST OF A
 FF2100'FENCE CORNER.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GF0840 ***********************************************************************
 GF0840  DESIGNATION -  PENSION
 GF0840  PID         -  GF0840
 GF0840  STATE/COUNTY-  AR/CARROLL
 GF0840  COUNTRY     -  US
 GF0840  USGS QUAD   -  BERRYVILLE (2017)
 GF0840
 GF0840                         *CURRENT SURVEY CONTROL
 GF0840  ______________________________________________________________________
 GF0840* NAD 83(1997) POSITION- 36 17 38.49891(N) 093 35 18.35125(W)   ADJUSTED
 GF0840* NAVD 88 ORTHO HEIGHT -   221.    (meters)      725.    (feet) SCALED
 GF0840  ______________________________________________________________________
 GF0840  GEOID HEIGHT    -        -28.181 (meters)                     GEOID18
 GF0840  LAPLACE CORR    -         -0.87  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0840.GEOID18 height accuracy estimate available here.
 GF0840
 GF0840.Click photographs - Photos may exist for this station.
 GF0840
 GF0840.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0840
 GF0840. The following values were computed from the NAD 83(1997) position.
 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     -   0.99996972  x   1.00001256  =   0.99998228
 GF0840!UTM  15      -   0.99996972  x   0.99963440  =   0.99960413
 GF0840
 GF0840:                Primary Azimuth Mark                     Grid Az
 GF0840:SPC AR N     -  PENSION AZ MK                            252 15 49.2
 GF0840:UTM  15      -  PENSION AZ MK                            251 41 15.6
 GF0840
 GF0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA4716316721(NAD 83)
 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(1993)-  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
 GF0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0840.See file dsdata.pdf to determine how the superseded data were derived.
 GF0840
 GF0840_MARKER: DS = TRIANGULATION STATION DISK
 GF0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0840_STAMPING: PENSION 1961
 GF0840_MARK LOGO: CGS
 GF0840_PROJECTION: FLUSH
 GF0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0840+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1621 ***********************************************************************
 EJ1621  DESIGNATION -  PERKINS
 EJ1621  PID         -  EJ1621
 EJ1621  STATE/COUNTY-  AR/PULASKI
 EJ1621  COUNTRY     -  US
 EJ1621  USGS QUAD   -  WOODSON (2017)
 EJ1621
 EJ1621                         *CURRENT SURVEY CONTROL
 EJ1621  ______________________________________________________________________
 EJ1621* NAD 83(1997) POSITION- 34 34 20.38876(N) 092 12 34.05182(W)   ADJUSTED
 EJ1621* NAVD 88 ORTHO HEIGHT -    76.867 (meters)      252.19  (feet) ADJUSTED
 EJ1621  ______________________________________________________________________
 EJ1621  GEOID HEIGHT    -        -26.381 (meters)                     GEOID18
 EJ1621  LAPLACE CORR    -          0.23  (seconds)                    DEFLEC18
 EJ1621  DYNAMIC HEIGHT  -         76.793 (meters)      251.95  (feet) COMP
 EJ1621  MODELED GRAVITY -    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 and
 EJ1621.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1621.in June 1991.
 EJ1621
 EJ1621.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1621.GEOID18 height accuracy estimate available here.
 EJ1621
 EJ1621.Click photographs - Photos may exist for this station.
 EJ1621
 EJ1621.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999208  x   0.99996243  =   0.99995451
 EJ1621!UTM  15      -   0.99999208  x   0.99966481  =   0.99965689
 EJ1621
 EJ1621:                Primary Azimuth Mark                     Grid Az
 EJ1621:SPC AR S     -  PERKINS AZ MK                            354 34 32.3
 EJ1621:UTM  15      -  PERKINS AZ MK                            354 00 35.3
 EJ1621
 EJ1621_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7251225901(NAD 83)
 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
 EJ1621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1621.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1621
 EJ1621_MARKER: DS = TRIANGULATION STATION DISK
 EJ1621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 - May 12, 2015
 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  HISTORY     - 20100330 GOOD             BFENG
 EJ1621  HISTORY     - 20150512 GOOD             ARHD
 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
 EJ1621
 EJ1621                          STATION RECOVERY (2010)
 EJ1621
 EJ1621'RECOVERY NOTE BY B AND F ENGINEERING 2010 (WEK)
 EJ1621'RECOVERED AS DESCRIBED
 EJ1621
 EJ1621                          STATION RECOVERY (2015)
 EJ1621
 EJ1621'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (BAB)
 EJ1621'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1623 ***********************************************************************
 EJ1623  DESIGNATION -  PERKINS AZ MK
 EJ1623  PID         -  EJ1623
 EJ1623  STATE/COUNTY-  AR/PULASKI
 EJ1623  COUNTRY     -  US
 EJ1623  USGS QUAD   -  WOODSON (2017)
 EJ1623
 EJ1623                         *CURRENT SURVEY CONTROL
 EJ1623  ______________________________________________________________________
 EJ1623* NAD 83(1986) POSITION- 34 34 36.     (N) 092 12 37.     (W)   SCALED
 EJ1623* NAVD 88 ORTHO HEIGHT -    69.734 (meters)      228.79  (feet) ADJUSTED
 EJ1623  ______________________________________________________________________
 EJ1623  GEOID HEIGHT    -        -26.391 (meters)                     GEOID18
 EJ1623  DYNAMIC HEIGHT  -         69.667 (meters)      228.57  (feet) COMP
 EJ1623  MODELED GRAVITY -    979,682.4   (mgal)                       NAVD 88
 EJ1623
 EJ1623  VERT ORDER      -  FIRST     CLASS II
 EJ1623
 EJ1623.The horizontal coordinates were scaled from a map and have
 EJ1623.an estimated accuracy of +/- 6 seconds.
 EJ1623
 EJ1623.The orthometric height was determined by differential leveling and
 EJ1623.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1623.in June 1991.
 EJ1623
 EJ1623.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1623.GEOID18 height accuracy estimate available here.
 EJ1623
 EJ1623.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU724263(NAD 83)
 EJ1623
 EJ1623                          SUPERSEDED SURVEY CONTROL
 EJ1623
 EJ1623.No superseded survey control is available for this station.
 EJ1623
 EJ1623_MARKER: DZ = AZIMUTH MARK DISK
 EJ1623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1622 ***********************************************************************
 EJ1622  DESIGNATION -  PERKINS RM 1
 EJ1622  PID         -  EJ1622
 EJ1622  STATE/COUNTY-  AR/PULASKI
 EJ1622  COUNTRY     -  US
 EJ1622  USGS QUAD   -  WOODSON (2017)
 EJ1622
 EJ1622                         *CURRENT SURVEY CONTROL
 EJ1622  ______________________________________________________________________
 EJ1622* NAD 83(1986) POSITION- 34 34 18.91   (N) 092 12 35.62   (W)   HD_HELD1
 EJ1622* NAVD 88 ORTHO HEIGHT -    76.670 (meters)      251.54  (feet) ADJUSTED
 EJ1622  ______________________________________________________________________
 EJ1622  GEOID HEIGHT    -        -26.380 (meters)                     GEOID18
 EJ1622  DYNAMIC HEIGHT  -         76.597 (meters)      251.30  (feet) COMP
 EJ1622  MODELED GRAVITY -    979,682.7   (mgal)                       NAVD 88
 EJ1622
 EJ1622  VERT ORDER      -  FIRST     CLASS II
 EJ1622
 EJ1622.The horizontal coordinates were determined by differentially corrected
 EJ1622.hand held GPS observations or other comparable positioning techniques
 EJ1622.and have an estimated accuracy of +/- 3 meters.
 EJ1622
 EJ1622.The orthometric height was determined by differential leveling and
 EJ1622.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1622.in June 1991.
 EJ1622
 EJ1622.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1622.GEOID18 height accuracy estimate available here.
 EJ1622
 EJ1622.Click photographs - Photos may exist for this station.
 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     -   611,339.9     380,740.6     MT  (+/- 3 meters HH1 GPS) 
 EJ1622
 EJ1622_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7247225855(NAD 83)
 EJ1622
 EJ1622                          SUPERSEDED SURVEY CONTROL
 EJ1622
 EJ1622.No superseded survey control is available for this station.
 EJ1622
 EJ1622_MARKER: DR = REFERENCE MARK DISK
 EJ1622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1620 ***********************************************************************
 EJ1620  DESIGNATION -  PERKINS RM 2
 EJ1620  PID         -  EJ1620
 EJ1620  STATE/COUNTY-  AR/PULASKI
 EJ1620  COUNTRY     -  US
 EJ1620  USGS QUAD   -  WOODSON (2017)
 EJ1620
 EJ1620                         *CURRENT SURVEY CONTROL
 EJ1620  ______________________________________________________________________
 EJ1620* NAD 83(1986) POSITION- 34 34 21.61   (N) 092 12 36.10   (W)   HD_HELD1
 EJ1620* NAVD 88 ORTHO HEIGHT -    76.229 (meters)      250.09  (feet) ADJUSTED
 EJ1620  ______________________________________________________________________
 EJ1620  GEOID HEIGHT    -        -26.382 (meters)                     GEOID18
 EJ1620  DYNAMIC HEIGHT  -         76.157 (meters)      249.86  (feet) COMP
 EJ1620  MODELED GRAVITY -    979,682.7   (mgal)                       NAVD 88
 EJ1620
 EJ1620  VERT ORDER      -  FIRST     CLASS II
 EJ1620
 EJ1620.The horizontal coordinates were determined by differentially corrected
 EJ1620.hand held GPS observations or other comparable positioning techniques
 EJ1620.and have an estimated accuracy of +/- 3 meters.
 EJ1620
 EJ1620.The orthometric height was determined by differential leveling and
 EJ1620.adjusted by the NATIONAL GEODETIC SURVEY
 EJ1620.in April 2017.
 EJ1620
 EJ1620.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1620.GEOID18 height accuracy estimate available here.
 EJ1620
 EJ1620.Click photographs - Photos may exist for this station.
 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     -   611,423.1     380,728.5     MT  (+/- 3 meters HH1 GPS) 
 EJ1620
 EJ1620_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7245925938(NAD 83)
 EJ1620
 EJ1620                          SUPERSEDED SURVEY CONTROL
 EJ1620
 EJ1620  NAVD 88 (06/15/91)   76.235  (m)          250.11   (f) SUPERSEDED  1 2
 EJ1620
 EJ1620.Superseded values are not recommended for survey control.
 EJ1620
 EJ1620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1620.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1620
 EJ1620_MARKER: DR = REFERENCE MARK DISK
 EJ1620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EJ1620+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2017
 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  HISTORY     - 20100530 GOOD             GEOCAC
 EJ1620  HISTORY     - 20150512 GOOD             ARHD
 EJ1620  HISTORY     - 20170109 GOOD             ARHD
 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.
 EJ1620
 EJ1620                          STATION RECOVERY (2010)
 EJ1620
 EJ1620'RECOVERY NOTE BY GEOCACHING 2010 (LPC)
 EJ1620'RECOVERED IN GOOD CONDITION.
 EJ1620
 EJ1620                          STATION RECOVERY (2015)
 EJ1620
 EJ1620'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2015 (BAB)
 EJ1620'RECOVERED IN GOOD CONDITION.
 EJ1620
 EJ1620                          STATION RECOVERY (2017)
 EJ1620
 EJ1620'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2017 (JDH)
 EJ1620'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0688 ***********************************************************************
 DL0688  DESIGNATION -  PERSONS 1 BOLT
 DL0688  PID         -  DL0688
 DL0688  STATE/COUNTY-  AR/MILLER
 DL0688  COUNTRY     -  US
 DL0688  USGS QUAD   -  BOYD HILL (2017)
 DL0688
 DL0688                         *CURRENT SURVEY CONTROL
 DL0688  ______________________________________________________________________
 DL0688* NAD 83(1986) POSITION- 33 26 54.     (N) 093 44 57.     (W)   SCALED
 DL0688* NAVD 88 ORTHO HEIGHT -    71.28  (+/-2cm)      233.9   (feet) VERTCON3
 DL0688  ______________________________________________________________________
 DL0688  GEOID HEIGHT    -        -26.908 (meters)                     GEOID18
 DL0688  VERT ORDER      -  ? (See Below)
 DL0688
 DL0688.The horizontal coordinates were scaled from a 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
 DL0688.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0688.GEOID18 height accuracy estimate available here.
 DL0688
 DL0688.The vertical order pertains to the NGVD 29 superseded value.
 DL0688
 DL0688.Click photographs - Photos may exist for this station.
 DL0688
 DL0688;                    North         East    Units  Estimated Accuracy
 DL0688;SPC AR S     -   488,090.      237,380.      MT  (+/- 180 meters Scaled)
 DL0688
 DL0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT303012(NAD 83)
 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
 DL0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0688.See file dsdata.pdf to determine how the superseded data were derived.
 DL0688
 DL0688_MARKER: B = BOLT
 DL0688_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL0688_SP_SET: UNDERGROUND STONE
 DL0688_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0688
 DL0688  HISTORY     - Date     Condition        Report By
 DL0688  HISTORY     - UNK      MONUMENTED       USACE
 DL0688  HISTORY     - 1935     GOOD             CGS
 DL0688
 DL0688                          STATION DESCRIPTION
 DL0688
 DL0688'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 DL0690 ***********************************************************************
 DL0690  DESIGNATION -  PERSONS 2 BOLT
 DL0690  PID         -  DL0690
 DL0690  STATE/COUNTY-  AR/MILLER
 DL0690  COUNTRY     -  US
 DL0690  USGS QUAD   -  BOYD HILL (2017)
 DL0690
 DL0690                         *CURRENT SURVEY CONTROL
 DL0690  ______________________________________________________________________
 DL0690* NAD 83(1986) POSITION- 33 26 51.     (N) 093 44 35.     (W)   SCALED
 DL0690* NAVD 88 ORTHO HEIGHT -    71.31  (+/-2cm)      234.0   (feet) VERTCON3
 DL0690  ______________________________________________________________________
 DL0690  GEOID HEIGHT    -        -26.905 (meters)                     GEOID18
 DL0690  VERT ORDER      -  ? (See Below)
 DL0690
 DL0690.The horizontal coordinates were scaled from a 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
 DL0690.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0690.GEOID18 height accuracy estimate available here.
 DL0690
 DL0690.The vertical order pertains to the NGVD 29 superseded value.
 DL0690
 DL0690.Click photographs - Photos may exist for this station.
 DL0690
 DL0690;                    North         East    Units  Estimated Accuracy
 DL0690;SPC AR S     -   487,980.      237,950.      MT  (+/- 180 meters Scaled)
 DL0690
 DL0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT309011(NAD 83)
 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
 DL0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0690.See file dsdata.pdf to determine how the superseded data were derived.
 DL0690
 DL0690_MARKER: B = BOLT
 DL0690_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL0690_SP_SET: UNDERGROUND STONE
 DL0690_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0690
 DL0690  HISTORY     - Date     Condition        Report By
 DL0690  HISTORY     - UNK      MONUMENTED       USACE
 DL0690  HISTORY     - 1935     GOOD             CGS
 DL0690
 DL0690                          STATION DESCRIPTION
 DL0690
 DL0690'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 FG1767 ***********************************************************************
 FG1767  DESIGNATION -  PETERMAN
 FG1767  PID         -  FG1767
 FG1767  STATE/COUNTY-  AR/POPE
 FG1767  COUNTRY     -  US
 FG1767  USGS QUAD   -  HECTOR (2017)
 FG1767
 FG1767                         *CURRENT SURVEY CONTROL
 FG1767  ______________________________________________________________________
 FG1767* NAD 83(1997) POSITION- 35 29 44.03088(N) 092 53 50.35424(W)   ADJUSTED
 FG1767* NAVD 88 ORTHO HEIGHT -   613.    (meters)     2011.    (feet) SCALED
 FG1767  ______________________________________________________________________
 FG1767  GEOID HEIGHT    -        -28.430 (meters)                     GEOID18
 FG1767  LAPLACE CORR    -          3.25  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1767.GEOID18 height accuracy estimate available here.
 FG1767
 FG1767.Click photographs - Photos may exist for this station.
 FG1767
 FG1767.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1767
 FG1767. The following values were computed from the NAD 83(1997) position.
 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     -   0.99990825  x   0.99993713  =   0.99984538
 FG1767!UTM  15      -   0.99990825  x   0.99960107  =   0.99950935
 FG1767
 FG1767:                Primary Azimuth Mark                     Grid Az
 FG1767:SPC AR N     -  NOGO                                     356 43 30.1
 FG1767:UTM  15      -  NOGO                                     356 08 35.8
 FG1767
 FG1767_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV0931228006(NAD 83)
 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
 FG1767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1767.See file dsdata.pdf to determine how the superseded data were derived.
 FG1767
 FG1767_MARKER: DS = TRIANGULATION STATION DISK
 FG1767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1767_STAMPING: PETERMAN 1954
 FG1767_MARK LOGO: CGS
 FG1767_PROJECTION: PROJECTING 8 CENTIMETERS
 FG1767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1767+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1854 ***********************************************************************
 FG1854  DESIGNATION -  PETIT
 FG1854  PID         -  FG1854
 FG1854  STATE/COUNTY-  AR/YELL
 FG1854  COUNTRY     -  US
 FG1854  USGS QUAD   -  DANVILLE (2017)
 FG1854
 FG1854                         *CURRENT SURVEY CONTROL
 FG1854  ______________________________________________________________________
 FG1854* NAD 83(1997) POSITION- 35 02 18.39418(N) 093 27 51.43666(W)   ADJUSTED
 FG1854* NAVD 88 ORTHO HEIGHT -   114.    (meters)      374.    (feet) SCALED
 FG1854  ______________________________________________________________________
 FG1854  GEOID HEIGHT    -        -29.656 (meters)                     GEOID18
 FG1854  LAPLACE CORR    -          1.87  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1854.GEOID18 height accuracy estimate available here.
 FG1854
 FG1854.Click photographs - Photos may exist for this station.
 FG1854
 FG1854.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1854
 FG1854. The following values were computed from the NAD 83(1997) position.
 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     -  HORN                                     289 09 27.6
 FG1854:UTM  15      -  HORN                                     288 34 19.8
 FG1854
 FG1854_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU5765277404(NAD 83)
 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(1993)-  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
 FG1854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1854.See file dsdata.pdf to determine how the superseded data were derived.
 FG1854
 FG1854_MARKER: DS = TRIANGULATION STATION DISK
 FG1854_SETTING: 80 = SET IN A BOULDER
 FG1854_STAMPING: PETIT 1940
 FG1854_MARK LOGO: CGS
 FG1854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1854+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1762 ***********************************************************************
 FG1762  DESIGNATION -  PETIT JEAN
 FG1762  PID         -  FG1762
 FG1762  STATE/COUNTY-  AR/CONWAY
 FG1762  COUNTRY     -  US
 FG1762  USGS QUAD   -  ATKINS (2017)
 FG1762
 FG1762                         *CURRENT SURVEY CONTROL
 FG1762  ______________________________________________________________________
 FG1762* NAD 83(1997) POSITION- 35 09 35.55100(N) 092 55 35.92413(W)   ADJUSTED
 FG1762* NAVD 88 ORTHO HEIGHT -   368.    (meters)     1207.    (feet) SCALED
 FG1762  ______________________________________________________________________
 FG1762  GEOID HEIGHT    -        -28.804 (meters)                     GEOID18
 FG1762  LAPLACE CORR    -          3.87  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1762.GEOID18 height accuracy estimate available here.
 FG1762
 FG1762.Click photographs - Photos may exist for this station.
 FG1762
 FG1762.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1762
 FG1762. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 FG1762:SPC AR N     -  PETIT JEAN AZ MK                         228 17 54.4
 FG1762:UTM  15      -  PETIT JEAN AZ MK                         227 43 01.1
 FG1762
 FG1762_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU0668090775(NAD 83)
 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
 FG1762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1762.See file dsdata.pdf to determine how the superseded data were derived.
 FG1762
 FG1762_MARKER: DS = TRIANGULATION STATION DISK
 FG1762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1762_STAMPING: PETIT JEAN 1940
 FG1762_MARK LOGO: CGS
 FG1762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1762+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FF2121 ***********************************************************************
 FF2121  DESIGNATION -  PETS
 FF2121  PID         -  FF2121
 FF2121  STATE/COUNTY-  AR/POINSETT
 FF2121  COUNTRY     -  US
 FF2121  USGS QUAD   -  GREENFIELD (2017)
 FF2121
 FF2121                         *CURRENT SURVEY CONTROL
 FF2121  ______________________________________________________________________
 FF2121* NAD 83(1997) POSITION- 35 38 02.03012(N) 090 41 44.68176(W)   ADJUSTED
 FF2121* NAVD 88 ORTHO HEIGHT -   125.    (meters)      410.    (feet) SCALED
 FF2121  ______________________________________________________________________
 FF2121  GEOID HEIGHT    -        -27.688 (meters)                     GEOID18
 FF2121  LAPLACE CORR    -         -0.68  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF2121.GEOID18 height accuracy estimate available here.
 FF2121
 FF2121.Click photographs - Photos may exist for this station.
 FF2121
 FF2121.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF2121
 FF2121. The following values were computed from the NAD 83(1997) position.
 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  =   1.00012122
 FF2121
 FF2121:                Primary Azimuth Mark                     Grid Az
 FF2121:SPC AR N     -  OAKS                                     085 48 47.2
 FF2121:UTM  15      -  OAKS                                     085 13 44.8
 FF2121
 FF2121_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV0865045788(NAD 83)
 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(1995)-  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
 FF2121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2121.See file dsdata.pdf to determine how the superseded data were derived.
 FF2121
 FF2121_MARKER: DS = TRIANGULATION STATION DISK
 FF2121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2121_STAMPING: PETS 1954
 FF2121_MARK LOGO: CGS
 FF2121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF2121+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1909 ***********************************************************************
 FG1909  DESIGNATION -  PETTIGREW
 FG1909  PID         -  FG1909
 FG1909  STATE/COUNTY-  AR/MADISON
 FG1909  COUNTRY     -  US
 FG1909  USGS QUAD   -  BOSTON (2017)
 FG1909
 FG1909                         *CURRENT SURVEY CONTROL
 FG1909  ______________________________________________________________________
 FG1909* NAD 83(1997) POSITION- 35 48 05.04822(N) 093 35 59.54785(W)   ADJUSTED
 FG1909* NAVD 88 ORTHO HEIGHT -   752.6   (meters)     2469.    (feet) VERTCON3
 FG1909  ______________________________________________________________________
 FG1909  GEOID HEIGHT    -        -28.048 (meters)                     GEOID18
 FG1909  LAPLACE CORR    -          0.27  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1909.GEOID18 height accuracy estimate available here.
 FG1909
 FG1909.Click photographs - Photos may exist for this station.
 FG1909
 FG1909.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1909
 FG1909. The following values were computed from the NAD 83(1997) position.
 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     -   0.99988629  x   0.99994309  =   0.99982939
 FG1909!UTM  15      -   0.99988629  x   0.99963620  =   0.99952253
 FG1909
 FG1909:                Primary Azimuth Mark                     Grid Az
 FG1909:SPC AR N     -  BUFFALO LOT                              055 15 05.9
 FG1909:UTM  15      -  BUFFALO LOT                              054 40 17.7
 FG1909
 FG1909_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV4579962087(NAD 83)
 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(1993)-  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
 FG1909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1909.See file dsdata.pdf to determine how the superseded data were derived.
 FG1909
 FG1909_MARKER: DS = TRIANGULATION STATION DISK
 FG1909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1909_STAMPING: PETTIGREW 1971
 FG1909_MARK LOGO: CGS
 FG1909_PROJECTION: PROJECTING 8 CENTIMETERS
 FG1909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1909+STABILITY: SURFACE MOTION
 FG1909_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FG1909+SATELLITE: SATELLITE OBSERVATIONS - January 04, 2014
 FG1909
 FG1909  HISTORY     - Date     Condition        Report By
 FG1909  HISTORY     - 1971     MONUMENTED       NGS
 FG1909  HISTORY     - 1985     SEE DESCRIPTION  USDA
 FG1909  HISTORY     - 20030806 GOOD             USFS
 FG1909  HISTORY     - 20140104 GOOD             ARHD
 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.
 FG1909
 FG1909                          STATION RECOVERY (2014)
 FG1909
 FG1909'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2014 (WDA)
 FG1909'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1871 ***********************************************************************
 FF1871  DESIGNATION -  PFEIFFER
 FF1871  PID         -  FF1871
 FF1871  STATE/COUNTY-  AR/INDEPENDENCE
 FF1871  COUNTRY     -  US
 FF1871  USGS QUAD   -  CAVE CITY (2017)
 FF1871
 FF1871                         *CURRENT SURVEY CONTROL
 FF1871  ______________________________________________________________________
 FF1871* NAD 83(1997) POSITION- 35 52 32.75017(N) 091 33 57.37259(W)   ADJUSTED
 FF1871* NAVD 88 ORTHO HEIGHT -   233.    (meters)      764.    (feet) SCALED
 FF1871  ______________________________________________________________________
 FF1871  GEOID HEIGHT    -        -27.751 (meters)                     GEOID18
 FF1871  LAPLACE CORR    -         -1.06  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1871.GEOID18 height accuracy estimate available here.
 FF1871
 FF1871.Click photographs - Photos may exist for this station.
 FF1871
 FF1871.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1871
 FF1871. The following values were computed from the NAD 83(1997) position.
 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  =   0.99991662
 FF1871!UTM  15      -   0.99996777  x   0.99980650  =   0.99977428
 FF1871
 FF1871:                Primary Azimuth Mark                     Grid Az
 FF1871:SPC AR N     -  PFEIFFER AZ MK                           288 09 35.2
 FF1871:UTM  15      -  PFEIFFER AZ MK                           287 34 18.6
 FF1871
 FF1871_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV2945571118(NAD 83)
 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
 FF1871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1871.See file dsdata.pdf to determine how the superseded data were derived.
 FF1871
 FF1871_MARKER: DS = TRIANGULATION STATION DISK
 FF1871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1871_STAMPING: PFEIFFER 1934
 FF1871_MARK LOGO: CGS
 FF1871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1871+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EH3030 ***********************************************************************
 EH3030  DESIGNATION -  PHILLIPS RESET
 EH3030  PID         -  EH3030
 EH3030  STATE/COUNTY-  AR/JEFFERSON
 EH3030  COUNTRY     -  US
 EH3030  USGS QUAD   -  ALTHEIMER (2017)
 EH3030
 EH3030                         *CURRENT SURVEY CONTROL
 EH3030  ______________________________________________________________________
 EH3030* NAD 83(1997) POSITION- 34 17 36.17071(N) 091 49 05.99768(W)   ADJUSTED
 EH3030* NAVD 88 ORTHO HEIGHT -    58.    (meters)      190.    (feet) SCALED
 EH3030  ______________________________________________________________________
 EH3030  GEOID HEIGHT    -        -26.109 (meters)                     GEOID18
 EH3030  LAPLACE CORR    -         -0.72  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH3030.GEOID18 height accuracy estimate available here.
 EH3030
 EH3030.Click photographs - Photos may exist for this station.
 EH3030
 EH3030.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH3030
 EH3030. The following values were computed from the NAD 83(1997) position.
 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  =   0.99974078
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT0875095318(NAD 83)
 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
 EH3030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3030.See file dsdata.pdf to determine how the superseded data were derived.
 EH3030
 EH3030_MARKER: DS = TRIANGULATION STATION DISK
 EH3030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH3030_STAMPING: PHILLIPS 1940 1965
 EH3030_MARK LOGO: CGS
 EH3030_PROJECTION: RECESSED 40 CENTIMETERS
 EH3030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH3030+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1824 ***********************************************************************
 FG1824  DESIGNATION -  PHOENIX
 FG1824  PID         -  FG1824
 FG1824  STATE/COUNTY-  AR/POPE
 FG1824  COUNTRY     -  US
 FG1824  USGS QUAD   -  DOVER (2017)
 FG1824
 FG1824                         *CURRENT SURVEY CONTROL
 FG1824  ______________________________________________________________________
 FG1824* NAD 83(1997) POSITION- 35 24 09.72502(N) 093 01 21.05915(W)   ADJUSTED
 FG1824* NAVD 88 ORTHO HEIGHT -   341.    (meters)     1119.    (feet) SCALED
 FG1824  ______________________________________________________________________
 FG1824  GEOID HEIGHT    -        -28.779 (meters)                     GEOID18
 FG1824  LAPLACE CORR    -          3.04  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1824.GEOID18 height accuracy estimate available here.
 FG1824
 FG1824.Click photographs - Photos may exist for this station.
 FG1824
 FG1824.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1824
 FG1824. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV9795517702(NAD 83)
 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
 FG1824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1824.See file dsdata.pdf to determine how the superseded data were derived.
 FG1824
 FG1824_MARKER: DS = TRIANGULATION STATION DISK
 FG1824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1824_STAMPING: PHOENIX 1954
 FG1824_MARK LOGO: CGS
 FG1824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1824+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DK1989 ***********************************************************************
 DK1989  DESIGNATION -  PICKLEN
 DK1989  PID         -  DK1989
 DK1989  STATE/COUNTY-  AR/DESHA
 DK1989  COUNTRY     -  US
 DK1989  USGS QUAD   -  LAKE CHEATHAM (2017)
 DK1989
 DK1989                         *CURRENT SURVEY CONTROL
 DK1989  ______________________________________________________________________
 DK1989* NAD 83(1997) POSITION- 33 48 59.16506(N) 091 09 22.73161(W)   ADJUSTED
 DK1989* NAVD 88 ORTHO HEIGHT -    45.87  (+/-2cm)      150.5   (feet) VERTCON3
 DK1989  ______________________________________________________________________
 DK1989  GEOID HEIGHT    -        -26.483 (meters)                     GEOID18
 DK1989  LAPLACE CORR    -         -1.19  (seconds)                    DEFLEC18
 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
 DK1989.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1989.GEOID18 height accuracy estimate available here.
 DK1989
 DK1989.The vertical order pertains to the NGVD 29 superseded value.
 DK1989
 DK1989.Click photographs - Photos may exist for this station.
 DK1989
 DK1989.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK1989
 DK1989. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999696  x   0.99992567  =   0.99992263
 DK1989!UTM  15      -   0.99999696  x   0.99995896  =   0.99995592
 DK1989
 DK1989:                Primary Azimuth Mark                     Grid Az
 DK1989:SPC AR S     -  PICKLEN AZ MK RESET                      024 22 39.0
 DK1989:UTM  15      -  PICKLEN AZ MK RESET                      023 49 24.1
 DK1989
 DK1989_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT7063743331(NAD 83)
 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                                0245058.9 |
 DK1989| DK1988 PICKLEN RM 3                        162.137 METERS 11350     |
 DK1989| CY7110 PICKLEN RM 1                         55.998 METERS 21140     |
 DK1989| CY7111 PICKLEN RM 2                         48.887 METERS 35532     |
 DK1989|---------------------------------------------------------------------|
 DK1989
 DK1989                          SUPERSEDED SURVEY CONTROL
 DK1989
 DK1989  NAD 83(1993)-  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              45.96   (m)          150.8    (f) LEVELING    3  
 DK1989
 DK1989.Superseded values are not recommended for survey control.
 DK1989
 DK1989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1989.See file dsdata.pdf to determine how the superseded data were derived.
 DK1989
 DK1989_MARKER: DS = TRIANGULATION STATION DISK
 DK1989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK1989_STAMPING: PICKLEN 1940
 DK1989_MARK LOGO: CGS
 DK1989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK1989+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 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  COUNTRY     -  US
 DK1988  USGS QUAD   -  LAKE CHEATHAM (2017)
 DK1988
 DK1988                         *CURRENT SURVEY CONTROL
 DK1988  ______________________________________________________________________
 DK1988* NAD 83(2011) POSITION- 33 48 57.03673(N) 091 09 16.96417(W)   ADJUSTED
 DK1988* NAD 83(2011) ELLIP HT-    25.990 (meters)        (06/27/12)   ADJUSTED
 DK1988* NAD 83(2011) EPOCH   -  2010.00
 DK1988* NAVD 88 ORTHO HEIGHT -    52.47  (meters)      172.1   (feet) GPS OBS
 DK1988  ______________________________________________________________________
 DK1988  NAVD 88 orthometric height was determined with geoid model    G99SSS
 DK1988  GEOID HEIGHT    -        -27.216 (meters)                     G99SSS
 DK1988  GEOID HEIGHT    -        -26.484 (meters)                     GEOID18
 DK1988  NAD 83(2011) X  -   -106,900.699 (meters)                     COMP
 DK1988  NAD 83(2011) Y  - -5,303,597.948 (meters)                     COMP
 DK1988  NAD 83(2011) Z  -  3,529,508.142 (meters)                     COMP
 DK1988  LAPLACE CORR    -         -1.18  (seconds)                    DEFLEC18
 DK1988
 DK1988  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK1988  Standards:
 DK1988         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK1988            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK1988  -------------------------------------------------------------------
 DK1988  NETWORK    0.79   0.94           0.35   0.29   0.48      0.01251785
 DK1988  -------------------------------------------------------------------
 DK1988  Click here for local accuracies and other accuracy information.
 DK1988
 DK1988.The horizontal coordinates were established by GPS observations
 DK1988.and adjusted by the National Geodetic Survey in June 2012.
 DK1988
 DK1988.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK1988.been affixed to the stable North American tectonic plate. See 
 DK1988.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK1988
 DK1988.The horizontal coordinates are valid at the epoch date displayed above
 DK1988.which is a decimal equivalence of Year/Month/Day.
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK1988.GEOID18 height accuracy estimate available here.
 DK1988
 DK1988.Click photographs - Photos may exist 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 DEFLEC18 derived deflections.
 DK1988
 DK1988.The ellipsoidal height was determined by GPS observations
 DK1988.and is referenced to NAD 83.
 DK1988
 DK1988. The following values were computed from the NAD 83(2011) position.
 DK1988
 DK1988;                    North         East     Units Scale Factor Converg.
 DK1988;SPC AR S     -   527,780.705   478,253.138   MT  0.99992571   +0 28 23.2
 DK1988;SPC AR S     - 1,731,560.53  1,569,068.84   sFT  0.99992571   +0 28 23.2
 DK1988;UTM  15      - 3,743,268.257   670,786.503   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 18.0
 DK1988:UTM  15      -  PICKLEN AZ MK                            004 22 03.3
 DK1988
 DK1988_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT7078643268(NAD 83)
 DK1988
 DK1988|---------------------------------------------------------------------|
 DK1988| PID    Reference Object                     Distance      Geod. Az  |
 DK1988|                                                           dddmmss.s |
 DK1988| CY7108 PICKLEN AZ MK                                      0052341.2 |
 DK1988| DK1985 ROSEDALE MASTER ANTEN SYS MAST      APPROX.12.1 KM 0742037.3 |
 DK1988| DK1989 PICKLEN                             162.137 METERS 29350     |
 DK1988|---------------------------------------------------------------------|
 DK1988
 DK1988                          SUPERSEDED SURVEY CONTROL
 DK1988
 DK1988  NAD 83(2007)-  33 48 57.03634(N)    091 09 16.96478(W) AD(2002.00) 0
 DK1988  ELLIP H (02/10/07)   26.016  (m)                       GP(2002.00)    
 DK1988  NAD 83(1997)-  33 48 57.03622(N)    091 09 16.96404(W) AD(       ) B
 DK1988  ELLIP H (11/18/03)   25.999  (m)                       GP(       ) 4 1
 DK1988  NAD 83(1997)-  33 48 57.03859(N)    091 09 16.96461(W) AD(       ) 1
 DK1988  NAD 83(1993)-  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
 DK1988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK1988.See file dsdata.pdf to determine how the superseded data were derived.
 DK1988
 DK1988_MARKER: DR = REFERENCE MARK DISK
 DK1988_SETTING: 7 = SET IN TOP OF 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
 DK1988                          STATION RECOVERY (2002)
 DK1988
 DK1988'RECOVERY NOTE BY PYBURN AND ODOM, INCORPORATED 2002
 DK1988'RECOVERED AS DESCRIBED
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1999 ***********************************************************************
 EJ1999  DESIGNATION -  PIGEON
 EJ1999  PID         -  EJ1999
 EJ1999  STATE/COUNTY-  AR/MONTGOMERY
 EJ1999  COUNTRY     -  US
 EJ1999  USGS QUAD   -  BONNERDALE (2017)
 EJ1999
 EJ1999                         *CURRENT SURVEY CONTROL
 EJ1999  ______________________________________________________________________
 EJ1999* NAD 83(1997) POSITION- 34 24 02.38385(N) 093 27 02.20221(W)   ADJUSTED
 EJ1999* NAVD 88 ORTHO HEIGHT -   457.5   (meters)     1501.    (feet) VERTCON3
 EJ1999  ______________________________________________________________________
 EJ1999  GEOID HEIGHT    -        -27.765 (meters)                     GEOID18
 EJ1999  LAPLACE CORR    -          1.83  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1999.GEOID18 height accuracy estimate available here.
 EJ1999
 EJ1999.Click photographs - Photos may exist for this station.
 EJ1999
 EJ1999.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1999
 EJ1999. The following values were computed from the NAD 83(1997) position.
 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  =   0.99987137
 EJ1999!UTM  15      -   0.99993254  x   0.99962114  =   0.99955371
 EJ1999
 EJ1999:                Primary Azimuth Mark                     Grid Az
 EJ1999:SPC AR S     -  HIGH                                     300 10 54.7
 EJ1999:UTM  15      -  HIGH                                     299 37 28.4
 EJ1999
 EJ1999_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU5858306674(NAD 83)
 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(1993)-  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
 EJ1999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1999.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1999
 EJ1999_MARKER: DS = TRIANGULATION STATION DISK
 EJ1999_SETTING: 80 = SET IN A BOULDER
 EJ1999_STAMPING: PIGEON 1956
 EJ1999_MARK LOGO: CGS
 EJ1999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1999+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DL0094 ***********************************************************************
 DL0094  DESIGNATION -  PIGEON HILL BOLT
 DL0094  PID         -  DL0094
 DL0094  STATE/COUNTY-  AR/UNION
 DL0094  COUNTRY     -  US
 DL0094  USGS QUAD   -  MORO BAY (2017)
 DL0094
 DL0094                         *CURRENT SURVEY CONTROL
 DL0094  ______________________________________________________________________
 DL0094* NAD 83(1986) POSITION- 33 16 49.06   (N) 092 21 29.07   (W)   HD_HELD1
 DL0094* NAVD 88 ORTHO HEIGHT -    27.904 (meters)       91.55  (feet) ADJUSTED
 DL0094  ______________________________________________________________________
 DL0094  GEOID HEIGHT    -        -26.228 (meters)                     GEOID18
 DL0094  DYNAMIC HEIGHT  -         27.874 (meters)       91.45  (feet) COMP
 DL0094  MODELED GRAVITY -    979,570.5   (mgal)                       NAVD 88
 DL0094
 DL0094  VERT ORDER      -  FIRST     CLASS II
 DL0094
 DL0094.The horizontal coordinates were determined by differentially corrected
 DL0094.hand held GPS observations or other comparable positioning techniques
 DL0094.and have an estimated accuracy of +/- 3 meters.
 DL0094
 DL0094.The orthometric height was determined by differential leveling and
 DL0094.adjusted by the NATIONAL GEODETIC SURVEY
 DL0094.in June 1991.
 DL0094
 DL0094.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0094.GEOID18 height accuracy estimate available here.
 DL0094
 DL0094.Click photographs - Photos may exist for this station.
 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     -   468,118.4     366,642.9     MT  (+/- 3 meters HH1 GPS) 
 DL0094
 DL0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS5977682544(NAD 83)
 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
 DL0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0094.See file dsdata.pdf to determine how the superseded data were derived.
 DL0094
 DL0094_MARKER: B = BOLT
 DL0094_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL0094_SP_SET: UNDERGROUND STONE
 DL0094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0094
 DL0094  HISTORY     - Date     Condition        Report By
 DL0094  HISTORY     - UNK      MONUMENTED       USACE
 DL0094  HISTORY     - 1960     GOOD             CGS
 DL0094  HISTORY     - 1964     GOOD             CGS
 DL0094
 DL0094                          STATION DESCRIPTION
 DL0094
 DL0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DL0094'12.85 MI EAST FROM OLD UNION.  0.2 MILE SOUTH ALONG A PAVED ROAD FROM
 DL0094'THE OLD UNION BAPTIST CHURCH AT OLD UNION, THENCE 12.65 MILES EAST
 DL0094'ALONG STATE HIGHWAY 15, IN SECTION 32, T16S, R12W, 0.55 MILE NORTH OF
 DL0094'THE OAK GROVE BAPTIST CHURCH, 260 FEET NORTHEAST OF THE CENTERLINE OF
 DL0094'THE HIGHWAY, 343 FEET SOUTH OF THE SOUTH BANK OF THE OUACHITA RIVER,
 DL0094'ON THE NORTHWEST SLOPE OF A SMALL HILL, 92 FEET SOUTHEAST OF THE
 DL0094'CENTERLINE OF A TRACK ROAD, 195 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 DL0094'OF A LOG CABIN, 91 FEET NORTHWEST OF THE NORTHWEST CORNER OF A SMALL
 DL0094'HOUSE ON TOP OF THE HILL, 43 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 DL0094'A CABIN AT THE FOOT OF THE HILL, 63.3 FEET SOUTH-SOUTHWEST OF A DOUBLE
 DL0094'BRACED POWER POLE, 8.7 FEET EAST OF A METAL WITNESS POST, ABOUT 12
 DL0094'FEET ABOVE THE LEVEL OF THE ROAD, A COPPER BOLT SET IN THE TOP OF A
 DL0094'LIMESTONE BLOCK ABOUT 4 FEET UNDERGROUND.  ACCESS TO WHICH IS HAD
 DL0094'THROUGH A 6-INCH IRON PIPE.
 DL0094'
 DL0094'TO REACH THIS MARK FROM THE OAK GROVE CHURCH, FOLLOW HIGHWAY NORTHERLY
 DL0094'FOR 0.5 MILE TO A DIM ROAD AND SMALL CABIN ON THE RIGHT AT BOTTOM OF
 DL0094'HILL, TURN RIGHT FOR 0.05 MILE TO MARK ON THE RIGHT AS ORIGINALLY
 DL0094'DESCRIBED.
 DL0094
 DL0094                          STATION RECOVERY (1964)
 DL0094
 DL0094'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 DL0094'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 DL0095 ***********************************************************************
 DL0095  DESIGNATION -  PIGEON HILL CAP
 DL0095  PID         -  DL0095
 DL0095  STATE/COUNTY-  AR/UNION
 DL0095  COUNTRY     -  US
 DL0095  USGS QUAD   -  MORO BAY (2017)
 DL0095
 DL0095                         *CURRENT SURVEY CONTROL
 DL0095  ______________________________________________________________________
 DL0095* NAD 83(1986) POSITION- 33 16 46.06   (N) 092 21 29.07   (W)   HD_HELD1
 DL0095* NAVD 88 ORTHO HEIGHT -    29.137 (meters)       95.59  (feet) ADJUSTED
 DL0095  ______________________________________________________________________
 DL0095  GEOID HEIGHT    -        -26.227 (meters)                     GEOID18
 DL0095  DYNAMIC HEIGHT  -         29.106 (meters)       95.49  (feet) COMP
 DL0095  MODELED GRAVITY -    979,570.5   (mgal)                       NAVD 88
 DL0095
 DL0095  VERT ORDER      -  FIRST     CLASS II
 DL0095
 DL0095.The horizontal coordinates were determined by differentially corrected
 DL0095.hand held GPS observations or other comparable positioning techniques
 DL0095.and have an estimated accuracy of +/- 3 meters.
 DL0095
 DL0095.The orthometric height was determined by differential leveling and
 DL0095.adjusted by the NATIONAL GEODETIC SURVEY
 DL0095.in June 1991.
 DL0095
 DL0095.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL0095.GEOID18 height accuracy estimate available here.
 DL0095
 DL0095.Click photographs - Photos may exist for this station.
 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     -   468,026.0     366,642.5     MT  (+/- 3 meters HH1 GPS) 
 DL0095
 DL0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWS5977682452(NAD 83)
 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
 DL0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL0095.See file dsdata.pdf to determine how the superseded data were derived.
 DL0095
 DL0095_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 DL0095_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DL0095_MARK LOGO: USACE
 DL0095_MAGNETIC: P = MARKER IS A STEEL PIPE
 DL0095_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL0095_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL0095+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2010
 DL0095
 DL0095  HISTORY     - Date     Condition        Report By
 DL0095  HISTORY     - UNK      MONUMENTED       USACE
 DL0095  HISTORY     - 1960     GOOD             CGS
 DL0095  HISTORY     - 1964     GOOD             CGS
 DL0095  HISTORY     - 20100815 GOOD             INDIV
 DL0095
 DL0095                          STATION DESCRIPTION
 DL0095
 DL0095'DESCRIBED BY COAST AND 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 COAST AND GEODETIC SURVEY 1964
 DL0095'RECOVERED IN GOOD CONDITION.
 DL0095
 DL0095                          STATION RECOVERY (2010)
 DL0095
 DL0095'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (KLS)
 DL0095'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GE0071 ***********************************************************************
 GE0071  DESIGNATION -  PIGGOTT
 GE0071  PID         -  GE0071
 GE0071  STATE/COUNTY-  AR/CLAY
 GE0071  COUNTRY     -  US
 GE0071  USGS QUAD   -  PIGGOTT (2017)
 GE0071
 GE0071                         *CURRENT SURVEY CONTROL
 GE0071  ______________________________________________________________________
 GE0071* NAD 83(1997) POSITION- 36 22 58.01929(N) 090 11 33.41500(W)   ADJUSTED
 GE0071* NAVD 88 ORTHO HEIGHT -    91.814 (meters)      301.23  (feet) ADJUSTED
 GE0071  ______________________________________________________________________
 GE0071  GEOID HEIGHT    -        -28.623 (meters)                     GEOID18
 GE0071  LAPLACE CORR    -          0.19  (seconds)                    DEFLEC18
 GE0071  DYNAMIC HEIGHT  -         91.739 (meters)      300.98  (feet) COMP
 GE0071  MODELED GRAVITY -    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 and
 GE0071.adjusted by the NATIONAL GEODETIC SURVEY
 GE0071.in June 1991.
 GE0071
 GE0071.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0071.GEOID18 height accuracy estimate available here.
 GE0071
 GE0071.Click photographs - Photos may exist for this station.
 GE0071
 GE0071.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999008  x   1.00003296  =   1.00002304
 GE0071!SPC MO E     -   0.99999008  x   0.99994270  =   0.99993278
 GE0071!UTM  15      -   0.99999008  x   1.00038140  =   1.00037148
 GE0071
 GE0071:                Primary Azimuth Mark                     Grid Az
 GE0071:SPC AR N     -  JOHNSON                                  332 57 35.6
 GE0071:SPC MO E     -  JOHNSON                                  333 49 45.4
 GE0071:UTM  15      -  JOHNSON                                  332 20 43.7
 GE0071
 GE0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA5182430067(NAD 83)
 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  NGVD 29              91.81   (m)          301.2    (f) LEVELING    3  
 GE0071
 GE0071.Superseded values are not recommended for survey control.
 GE0071
 GE0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0071.See file dsdata.pdf to determine how the superseded data were derived.
 GE0071
 GE0071_MARKER: DS = TRIANGULATION STATION DISK
 GE0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0071_STAMPING: PIGGOTT 1954
 GE0071_MARK LOGO: CGS
 GE0071_PROJECTION: FLUSH
 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             CGS
 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 GE0072 ***********************************************************************
 GE0072  DESIGNATION -  PIGGOTT RM 2
 GE0072  PID         -  GE0072
 GE0072  STATE/COUNTY-  AR/CLAY
 GE0072  COUNTRY     -  US
 GE0072  USGS QUAD   -  PIGGOTT (2017)
 GE0072
 GE0072                         *CURRENT SURVEY CONTROL
 GE0072  ______________________________________________________________________
 GE0072* NAD 83(1986) POSITION- 36 22 57.96   (N) 090 11 32.12   (W)   HD_HELD1
 GE0072* NAVD 88 ORTHO HEIGHT -    91.820 (meters)      301.25  (feet) ADJUSTED
 GE0072  ______________________________________________________________________
 GE0072  GEOID HEIGHT    -        -28.623 (meters)                     GEOID18
 GE0072  DYNAMIC HEIGHT  -         91.744 (meters)      301.00  (feet) COMP
 GE0072  MODELED GRAVITY -    979,809.7   (mgal)                       NAVD 88
 GE0072
 GE0072  VERT ORDER      -  FIRST     CLASS II
 GE0072
 GE0072.The horizontal coordinates were determined by differentially corrected
 GE0072.hand held GPS observations or other comparable positioning techniques
 GE0072.and have an estimated accuracy of +/- 3 meters.
 GE0072
 GE0072.The orthometric height was determined by differential leveling and
 GE0072.adjusted by the NATIONAL GEODETIC SURVEY
 GE0072.in June 1991.
 GE0072
 GE0072.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0072.GEOID18 height accuracy estimate available here.
 GE0072
 GE0072.Click photographs - Photos may exist for this station.
 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     -   228,867.1     562,197.9     MT  (+/- 3 meters HH1 GPS) 
 GE0072
 GE0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA5185630066(NAD 83)
 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
 GE0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0072.See file dsdata.pdf to determine how the superseded data were derived.
 GE0072
 GE0072_MARKER: DR = REFERENCE MARK DISK
 GE0072_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 GE0072_SP_SET: SIDEWALK
 GE0072_STAMPING: PIGGOTT NO 2 1954
 GE0072_MARK LOGO: CGS
 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             CGS
 GE0072
 GE0072                          STATION DESCRIPTION
 GE0072
 GE0072'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ2007 ***********************************************************************
 EJ2007  DESIGNATION -  PIKE
 EJ2007  PID         -  EJ2007
 EJ2007  STATE/COUNTY-  AR/PIKE
 EJ2007  COUNTRY     -  US
 EJ2007  USGS QUAD   -  DELIGHT (2017)
 EJ2007
 EJ2007                         *CURRENT SURVEY CONTROL
 EJ2007  ______________________________________________________________________
 EJ2007* NAD 83(1997) POSITION- 34 06 53.01283(N) 093 31 58.02771(W)   ADJUSTED
 EJ2007* NAVD 88 ORTHO HEIGHT -   216.9   (meters)      712.    (feet) VERTCON3
 EJ2007  ______________________________________________________________________
 EJ2007  GEOID HEIGHT    -        -27.235 (meters)                     GEOID18
 EJ2007  LAPLACE CORR    -          1.34  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ2007.GEOID18 height accuracy estimate available here.
 EJ2007
 EJ2007.Click photographs - Photos may exist for this station.
 EJ2007
 EJ2007.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ2007
 EJ2007. The following values were computed from the NAD 83(1997) position.
 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     -   0.99997022  x   0.99991945  =   0.99988968
 EJ2007!UTM  15      -   0.99997022  x   0.99962976  =   0.99960000
 EJ2007
 EJ2007:                Primary Azimuth Mark                     Grid Az
 EJ2007:SPC AR S     -  DELIGHT                                  159 31 16.8
 EJ2007:UTM  15      -  DELIGHT                                  158 57 44.2
 EJ2007
 EJ2007_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT5086475004(NAD 83)
 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(1993)-  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
 EJ2007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2007.See file dsdata.pdf to determine how the superseded data were derived.
 EJ2007
 EJ2007_MARKER: DS = TRIANGULATION STATION DISK
 EJ2007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ2007_STAMPING: PIKE 1957
 EJ2007_MARK LOGO: CGS
 EJ2007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ2007+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1811 ***********************************************************************
 FG1811  DESIGNATION -  PILOT
 FG1811  PID         -  FG1811
 FG1811  STATE/COUNTY-  AR/JOHNSON
 FG1811  COUNTRY     -  US
 FG1811  USGS QUAD   -  HAGARVILLE (2017)
 FG1811
 FG1811                         *CURRENT SURVEY CONTROL
 FG1811  ______________________________________________________________________
 FG1811* NAD 83(1997) POSITION- 35 35 11.40874(N) 093 15 01.68133(W)   ADJUSTED
 FG1811* NAVD 88 ORTHO HEIGHT -   670.0   (meters)     2198.    (feet) VERTCON3
 FG1811  ______________________________________________________________________
 FG1811  GEOID HEIGHT    -        -28.533 (meters)                     GEOID18
 FG1811  LAPLACE CORR    -          0.53  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1811.GEOID18 height accuracy estimate available here.
 FG1811
 FG1811.Click photographs - Photos may exist for this station.
 FG1811
 FG1811.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1811
 FG1811. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV7730838115(NAD 83)
 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(1993)-  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
 FG1811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1811.See file dsdata.pdf to determine how the superseded data were derived.
 FG1811
 FG1811_MARKER: DS = TRIANGULATION STATION DISK
 FG1811_SETTING: 66 = SET IN ROCK OUTCROP
 FG1811_STAMPING: PILOT 1971
 FG1811_MARK LOGO: CGS
 FG1811_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FG1811+STABILITY: POSITION/ELEVATION WELL
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0665 ***********************************************************************
 GF0665  DESIGNATION -  PILOT KNOB
 GF0665  PID         -  GF0665
 GF0665  STATE/COUNTY-  AR/IZARD
 GF0665  COUNTRY     -  US
 GF0665  USGS QUAD   -  BOSWELL (2017)
 GF0665
 GF0665                         *CURRENT SURVEY CONTROL
 GF0665  ______________________________________________________________________
 GF0665* NAD 83(1997) POSITION- 36 05 37.47938(N) 092 01 17.93081(W)   ADJUSTED
 GF0665* NAVD 88 ORTHO HEIGHT -   342.    (meters)     1122.    (feet) SCALED
 GF0665  ______________________________________________________________________
 GF0665  GEOID HEIGHT    -        -27.975 (meters)                     GEOID18
 GF0665  LAPLACE CORR    -          1.10  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0665.GEOID18 height accuracy estimate available here.
 GF0665
 GF0665.Click photographs - Photos may exist for this station.
 GF0665
 GF0665.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0665
 GF0665. The following values were computed from the NAD 83(1997) position.
 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  =   0.99964630
 GF0665
 GF0665:                Primary Azimuth Mark                     Grid Az
 GF0665:SPC AR N     -  MELBOURNE MUNICIPAL TANK                 111 27 46.2
 GF0665:UTM  15      -  MELBOURNE MUNICIPAL TANK                 110 52 25.9
 GF0665
 GF0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV8807394789(NAD 83)
 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
 GF0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0665.See file dsdata.pdf to determine how the superseded data were derived.
 GF0665
 GF0665_MARKER: DS = TRIANGULATION STATION DISK
 GF0665_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GF0665_STAMPING: PILOT KNOB 1953
 GF0665_MARK LOGO: CGS
 GF0665_MAGNETIC: P = MARKER IS A STEEL PIPE
 GF0665_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0712 ***********************************************************************
 GF0712  DESIGNATION -  PINDALL
 GF0712  PID         -  GF0712
 GF0712  STATE/COUNTY-  AR/SEARCY
 GF0712  COUNTRY     -  US
 GF0712  USGS QUAD   -  WESTERN GROVE (2017)
 GF0712
 GF0712                         *CURRENT SURVEY CONTROL
 GF0712  ______________________________________________________________________
 GF0712* NAD 83(1997) POSITION- 36 03 46.05746(N) 092 54 59.33791(W)   ADJUSTED
 GF0712* NAVD 88 ORTHO HEIGHT -   399.    (meters)     1309.    (feet) SCALED
 GF0712  ______________________________________________________________________
 GF0712  GEOID HEIGHT    -        -28.332 (meters)                     GEOID18
 GF0712  LAPLACE CORR    -         -0.75  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0712.GEOID18 height accuracy estimate available here.
 GF0712
 GF0712.Click photographs - Photos may exist for this station.
 GF0712
 GF0712.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0712
 GF0712. The following values were computed from the NAD 83(1997) position.
 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     -   0.99994181  x   0.99997073  =   0.99991254
 GF0712!UTM  15      -   0.99994181  x   0.99960070  =   0.99954253
 GF0712
 GF0712:                Primary Azimuth Mark                     Grid Az
 GF0712:SPC AR N     -  BOAT RM 3                                298 05 50.5
 GF0712:UTM  15      -  BOAT RM 3                                297 30 53.6
 GF0712
 GF0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV0752190916(NAD 83)
 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
 GF0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0712.See file dsdata.pdf to determine how the superseded data were derived.
 GF0712
 GF0712_MARKER: DS = TRIANGULATION STATION DISK
 GF0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0712_STAMPING: PINDALL 1953
 GF0712_MARK LOGO: CGS
 GF0712_PROJECTION: FLUSH
 GF0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0712+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ2016 ***********************************************************************
 EJ2016  DESIGNATION -  PINE
 EJ2016  PID         -  EJ2016
 EJ2016  STATE/COUNTY-  AR/PIKE
 EJ2016  COUNTRY     -  US
 EJ2016  USGS QUAD   -  CENTER POINT NE (2017)
 EJ2016
 EJ2016                         *CURRENT SURVEY CONTROL
 EJ2016  ______________________________________________________________________
 EJ2016* NAD 83(1997) POSITION- 34 13 39.45308(N) 093 49 42.67288(W)   ADJUSTED
 EJ2016* NAVD 88 ORTHO HEIGHT -   269.5   (meters)      884.    (feet) VERTCON3
 EJ2016  ______________________________________________________________________
 EJ2016  GEOID HEIGHT    -        -27.791 (meters)                     GEOID18
 EJ2016  LAPLACE CORR    -          1.57  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ2016.GEOID18 height accuracy estimate available here.
 EJ2016
 EJ2016.Click photographs - Photos may exist for this station.
 EJ2016
 EJ2016.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ2016
 EJ2016. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 EJ2016:SPC AR S     -  PINE AZ MK                               339 31 47.0
 EJ2016:UTM  15      -  PINE AZ MK                               338 58 20.5
 EJ2016
 EJ2016_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT2369187705(NAD 83)
 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(1993)-  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
 EJ2016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2016.See file dsdata.pdf to determine how the superseded data were derived.
 EJ2016
 EJ2016_MARKER: DS = TRIANGULATION STATION DISK
 EJ2016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ2016_STAMPING: PINE 1957
 EJ2016_MARK LOGO: CGS
 EJ2016_PROJECTION: FLUSH
 EJ2016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ2016+STABILITY: SURFACE MOTION
 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 DEPARTMENT OF TRANSPORTATION 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 = MARCH 20, 2026 22:17:28 EDT
 EH3035 ***********************************************************************
 EH3035  DESIGNATION -  PINE BLUFF ARK POWER CO NE TWR
 EH3035  PID         -  EH3035
 EH3035  STATE/COUNTY-  AR/JEFFERSON
 EH3035  COUNTRY     -  US
 EH3035  USGS QUAD   -  ROB ROY (2017)
 EH3035
 EH3035                         *CURRENT SURVEY CONTROL
 EH3035  ______________________________________________________________________
 EH3035* NAD 83(1997) POSITION- 34 17 18.94380(N) 091 59 29.22356(W)   ADJUSTED
 EH3035  ______________________________________________________________________
 EH3035  GEOID HEIGHT    -        -26.045 (meters)                     GEOID18
 EH3035  LAPLACE CORR    -         -0.44  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH3035.GEOID18 height accuracy estimate available here.
 EH3035
 EH3035.Click photographs - Photos may exist for this station.
 EH3035
 EH3035.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH3035
 EH3035. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT9282294615(NAD 83)
 EH3035
 EH3035                          SUPERSEDED SURVEY CONTROL
 EH3035
 EH3035  NAD 83(1986)-  34 17 18.95242(N)    091 59 29.21656(W) AD(       ) 3
 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
 EH3035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3035.See file dsdata.pdf to determine how the superseded data were derived.
 EH3035
 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 = MARCH 20, 2026 22:17:28 EDT
 EH3037 ***********************************************************************
 EH3037  DESIGNATION -  PINE BLUFF ARK POWER CO SW TWR
 EH3037  PID         -  EH3037
 EH3037  STATE/COUNTY-  AR/JEFFERSON
 EH3037  COUNTRY     -  US
 EH3037  USGS QUAD   -  ROB ROY (2017)
 EH3037
 EH3037                         *CURRENT SURVEY CONTROL
 EH3037  ______________________________________________________________________
 EH3037* NAD 83(1997) POSITION- 34 17 02.40315(N) 091 59 51.51633(W)   ADJUSTED
 EH3037  ______________________________________________________________________
 EH3037  GEOID HEIGHT    -        -26.039 (meters)                     GEOID18
 EH3037  LAPLACE CORR    -         -0.44  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH3037.GEOID18 height accuracy estimate available here.
 EH3037
 EH3037.Click photographs - Photos may exist for this station.
 EH3037
 EH3037.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH3037
 EH3037. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT9225794100(NAD 83)
 EH3037
 EH3037                          SUPERSEDED SURVEY CONTROL
 EH3037
 EH3037  NAD 83(1986)-  34 17 02.41180(N)    091 59 51.50924(W) AD(       ) 3
 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
 EH3037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3037.See file dsdata.pdf to determine how the superseded data were derived.
 EH3037
 EH3037_MARKER: 55 = TOWER
 EH3037
 EH3037  HISTORY     - Date     Condition        Report By
 EH3037  HISTORY     - 1964     FIRST OBSERVED   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 = MARCH 20, 2026 22:17:28 EDT
 EJ1789 ***********************************************************************
 EJ1789  DESIGNATION -  PINE BLUFF ARK POWER LT W STK
 EJ1789  PID         -  EJ1789
 EJ1789  STATE/COUNTY-  AR/JEFFERSON
 EJ1789  COUNTRY     -  US
 EJ1789  USGS QUAD   -  PINE BLUFF (2017)
 EJ1789
 EJ1789                         *CURRENT SURVEY CONTROL
 EJ1789  ______________________________________________________________________
 EJ1789* NAD 83(1997) POSITION- 34 13 32.78852(N) 092 01 04.17187(W)   ADJUSTED
 EJ1789  ______________________________________________________________________
 EJ1789  GEOID HEIGHT    -        -25.973 (meters)                     GEOID18
 EJ1789  LAPLACE CORR    -         -0.49  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1789.GEOID18 height accuracy estimate available here.
 EJ1789
 EJ1789.Click photographs - Photos may exist for this station.
 EJ1789
 EJ1789.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1789
 EJ1789. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT9046287626(NAD 83)
 EJ1789
 EJ1789                          SUPERSEDED SURVEY CONTROL
 EJ1789
 EJ1789  NAD 83(1986)-  34 13 32.79731(N)    092 01 04.16477(W) AD(       ) 3
 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
 EJ1789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1789.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1789
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1799 ***********************************************************************
 EJ1799  DESIGNATION -  PINE BLUFF ARK POWER LT E STK
 EJ1799  PID         -  EJ1799
 EJ1799  STATE/COUNTY-  AR/JEFFERSON
 EJ1799  COUNTRY     -  US
 EJ1799  USGS QUAD   -  PINE BLUFF (2017)
 EJ1799
 EJ1799                         *CURRENT SURVEY CONTROL
 EJ1799  ______________________________________________________________________
 EJ1799* NAD 83(1997) POSITION- 34 13 32.75306(N) 092 01 01.88853(W)   ADJUSTED
 EJ1799  ______________________________________________________________________
 EJ1799  GEOID HEIGHT    -        -25.974 (meters)                     GEOID18
 EJ1799  LAPLACE CORR    -         -0.49  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1799.GEOID18 height accuracy estimate available here.
 EJ1799
 EJ1799.Click photographs - Photos may exist for this station.
 EJ1799
 EJ1799.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1799
 EJ1799. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT9052187625(NAD 83)
 EJ1799
 EJ1799                          SUPERSEDED SURVEY CONTROL
 EJ1799
 EJ1799  NAD 83(1986)-  34 13 32.76179(N)    092 01 01.88135(W) AD(       ) 3
 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
 EJ1799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1799.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1799
 EJ1799_MARKER: 63 = STACK
 EJ1799_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EJ1799+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2010
 EJ1799
 EJ1799  HISTORY     - Date     Condition        Report By
 EJ1799  HISTORY     - 1939     FIRST OBSERVED   CGS
 EJ1799  HISTORY     - 1940     SEE DESCRIPTION  CGS
 EJ1799  HISTORY     - 20100530 GOOD             GEOCAC
 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.
 EJ1799
 EJ1799                          STATION RECOVERY (2010)
 EJ1799
 EJ1799'RECOVERY NOTE BY GEOCACHING 2010 (LPC)
 EJ1799'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1769 ***********************************************************************
 EJ1769  DESIGNATION -  PINE BLUFF ARSENAL TANK 93211
 EJ1769  PID         -  EJ1769
 EJ1769  STATE/COUNTY-  AR/JEFFERSON
 EJ1769  COUNTRY     -  US
 EJ1769  USGS QUAD   -  WHITE HALL (2017)
 EJ1769
 EJ1769                         *CURRENT SURVEY CONTROL
 EJ1769  ______________________________________________________________________
 EJ1769* NAD 83(1997) POSITION- 34 22 02.48911(N) 092 06 50.77267(W)   ADJUSTED
 EJ1769  ______________________________________________________________________
 EJ1769  GEOID HEIGHT    -        -26.061 (meters)                     GEOID18
 EJ1769  LAPLACE CORR    -         -0.66  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1769.GEOID18 height accuracy estimate available here.
 EJ1769
 EJ1769.Click photographs - Photos may exist for this station.
 EJ1769
 EJ1769.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1769
 EJ1769. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU8145703244(NAD 83)
 EJ1769
 EJ1769                          SUPERSEDED SURVEY CONTROL
 EJ1769
 EJ1769  NAD 83(1986)-  34 22 02.49812(N)    092 06 50.76504(W) AD(       ) 3
 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
 EJ1769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1769.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1769
 EJ1769_MARKER: 53 = ELEVATED 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1772 ***********************************************************************
 EJ1772  DESIGNATION -  PINE BLUFF ARSENAL TANK 54180A
 EJ1772  PID         -  EJ1772
 EJ1772  STATE/COUNTY-  AR/JEFFERSON
 EJ1772  COUNTRY     -  US
 EJ1772  USGS QUAD   -  WHITE HALL (2017)
 EJ1772
 EJ1772                         *CURRENT SURVEY CONTROL
 EJ1772  ______________________________________________________________________
 EJ1772* NAD 83(1997) POSITION- 34 21 09.74488(N) 092 06 10.74267(W)   ADJUSTED
 EJ1772  ______________________________________________________________________
 EJ1772  GEOID HEIGHT    -        -26.056 (meters)                     GEOID18
 EJ1772  LAPLACE CORR    -         -0.59  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1772.GEOID18 height accuracy estimate available here.
 EJ1772
 EJ1772.Click photographs - Photos may exist for this station.
 EJ1772
 EJ1772.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1772
 EJ1772. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU8249401628(NAD 83)
 EJ1772
 EJ1772                          SUPERSEDED SURVEY CONTROL
 EJ1772
 EJ1772  NAD 83(1986)-  34 21 09.75399(N)    092 06 10.73520(W) AD(       ) 3
 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
 EJ1772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1772.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1772
 EJ1772_MARKER: 53 = ELEVATED 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1774 ***********************************************************************
 EJ1774  DESIGNATION -  PINE BLUFF ARSENAL TANK 13000
 EJ1774  PID         -  EJ1774
 EJ1774  STATE/COUNTY-  AR/JEFFERSON
 EJ1774  COUNTRY     -  US
 EJ1774  USGS QUAD   -  WHITE HALL (2017)
 EJ1774
 EJ1774                         *CURRENT SURVEY CONTROL
 EJ1774  ______________________________________________________________________
 EJ1774* NAD 83(1997) POSITION- 34 18 59.94971(N) 092 05 25.41766(W)   ADJUSTED
 EJ1774  ______________________________________________________________________
 EJ1774  GEOID HEIGHT    -        -26.036 (meters)                     GEOID18
 EJ1774  LAPLACE CORR    -         -0.53  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1774.GEOID18 height accuracy estimate available here.
 EJ1774
 EJ1774.Click photographs - Photos may exist for this station.
 EJ1774
 EJ1774.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1774
 EJ1774. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT8368897641(NAD 83)
 EJ1774
 EJ1774                          SUPERSEDED SURVEY CONTROL
 EJ1774
 EJ1774  NAD 83(1986)-  34 18 59.95833(N)    092 05 25.41023(W) AD(       ) 3
 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
 EJ1774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1774.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1774
 EJ1774_MARKER: 53 = ELEVATED 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1777 ***********************************************************************
 EJ1777  DESIGNATION -  PINE BLUFF ARSENAL TANK 43000
 EJ1777  PID         -  EJ1777
 EJ1777  STATE/COUNTY-  AR/JEFFERSON
 EJ1777  COUNTRY     -  US
 EJ1777  USGS QUAD   -  WHITE HALL (2017)
 EJ1777
 EJ1777                         *CURRENT SURVEY CONTROL
 EJ1777  ______________________________________________________________________
 EJ1777* NAD 83(1997) POSITION- 34 18 23.64446(N) 092 03 54.44056(W)   ADJUSTED
 EJ1777  ______________________________________________________________________
 EJ1777  GEOID HEIGHT    -        -26.037 (meters)                     GEOID18
 EJ1777  LAPLACE CORR    -         -0.47  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1777.GEOID18 height accuracy estimate available here.
 EJ1777
 EJ1777.Click photographs - Photos may exist for this station.
 EJ1777
 EJ1777.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1777
 EJ1777. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT8602396544(NAD 83)
 EJ1777
 EJ1777                          SUPERSEDED SURVEY CONTROL
 EJ1777
 EJ1777  NAD 83(1986)-  34 18 23.65320(N)    092 03 54.43326(W) AD(       ) 3
 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
 EJ1777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1777.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1777
 EJ1777_MARKER: 53 = ELEVATED 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1778 ***********************************************************************
 EJ1778  DESIGNATION -  PINE BLUFF ARSENAL TANK 42000
 EJ1778  PID         -  EJ1778
 EJ1778  STATE/COUNTY-  AR/JEFFERSON
 EJ1778  COUNTRY     -  US
 EJ1778  USGS QUAD   -  WHITE HALL (2017)
 EJ1778
 EJ1778                         *CURRENT SURVEY CONTROL
 EJ1778  ______________________________________________________________________
 EJ1778* NAD 83(1997) POSITION- 34 17 40.97102(N) 092 03 24.81375(W)   ADJUSTED
 EJ1778  ______________________________________________________________________
 EJ1778  GEOID HEIGHT    -        -26.029 (meters)                     GEOID18
 EJ1778  LAPLACE CORR    -         -0.44  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1778.GEOID18 height accuracy estimate available here.
 EJ1778
 EJ1778.Click photographs - Photos may exist for this station.
 EJ1778
 EJ1778.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1778
 EJ1778. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT8679395236(NAD 83)
 EJ1778
 EJ1778                          SUPERSEDED SURVEY CONTROL
 EJ1778
 EJ1778  NAD 83(1986)-  34 17 40.97985(N)    092 03 24.80644(W) AD(       ) 3
 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
 EJ1778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1778.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1778
 EJ1778_MARKER: 53 = ELEVATED 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1780 ***********************************************************************
 EJ1780  DESIGNATION -  PINE BLUFF ARSENAL TANK 54180B
 EJ1780  PID         -  EJ1780
 EJ1780  STATE/COUNTY-  AR/JEFFERSON
 EJ1780  COUNTRY     -  US
 EJ1780  USGS QUAD   -  WHITE HALL (2017)
 EJ1780
 EJ1780                         *CURRENT SURVEY CONTROL
 EJ1780  ______________________________________________________________________
 EJ1780* NAD 83(1997) POSITION- 34 20 50.39268(N) 092 06 12.51106(W)   ADJUSTED
 EJ1780  ______________________________________________________________________
 EJ1780  GEOID HEIGHT    -        -26.052 (meters)                     GEOID18
 EJ1780  LAPLACE CORR    -         -0.59  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1780.GEOID18 height accuracy estimate available here.
 EJ1780
 EJ1780.Click photographs - Photos may exist for this station.
 EJ1780
 EJ1780.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1780
 EJ1780. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU8245401032(NAD 83)
 EJ1780
 EJ1780                          SUPERSEDED SURVEY CONTROL
 EJ1780
 EJ1780  NAD 83(1986)-  34 20 50.40181(N)    092 06 12.50357(W) AD(       ) 3
 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
 EJ1780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1780.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1780
 EJ1780_MARKER: 53 = ELEVATED 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 = MARCH 20, 2026 22:17:28 EDT
 DP9942 ***********************************************************************
 DP9942  CORS        -  This is a GPS Continuously Operating Reference Station.
 DP9942  DESIGNATION -  PINE BLUFF CORS ARP
 DP9942  CORS_ID     -  ARPB
 DP9942  PID         -  DP9942
 DP9942  STATE/COUNTY-  AR/JEFFERSON
 DP9942  COUNTRY     -  US
 DP9942  USGS QUAD   -  LADD (2017)
 DP9942
 DP9942                         *CURRENT SURVEY CONTROL
 DP9942  ______________________________________________________________________
 DP9942* NAD 83(2011) POSITION- 34 11 37.04567(N) 091 54 51.12241(W)   ADJUSTED
 DP9942* NAD 83(2011) ELLIP HT-    37.292 (meters)        (04/??/25)   ADJUSTED
 DP9942* NAD 83(2011) EPOCH   -  2010.00
 DP9942* NAVD 88 ORTHO HEIGHT -    63.253 (meters)      207.52  (feet) ADJUSTED
 DP9942  ______________________________________________________________________
 DP9942  GEOID HEIGHT    -        -25.965 (meters)                     GEOID18
 DP9942  NAD 83(2011) X  -   -176,408.978 (meters)                     COMP
 DP9942  NAD 83(2011) Y  - -5,278,301.915 (meters)                     COMP
 DP9942  NAD 83(2011) Z  -  3,564,252.892 (meters)                     COMP
 DP9942  VERT ORDER      -  FIRST     CLASS II
 DP9942
 DP9942  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP9942  Standards:
 DP9942         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP9942            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP9942  -------------------------------------------------------------------
 DP9942  NETWORK    0.09   0.23           0.03   0.04   0.12     -0.13645500
 DP9942  -------------------------------------------------------------------
 DP9942
 DP9942.The coordinates were established by GPS observations
 DP9942.and adjusted by the National Geodetic Survey in April 2025.
 DP9942
 DP9942.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP9942.been affixed to the stable North American Tectonic Plate. 
 DP9942
 DP9942.The coordinates are valid at the epoch date displayed above
 DP9942.which is a decimal equivalence of Year/Month/Day.
 DP9942
 DP9942.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DP9942.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DP9942.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DP9942.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DP9942.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DP9942.published epoch of 2010.00.
 DP9942
 DP9942.Additional information on MYCS is available at:
 DP9942.https://geodesy.noaa.gov/CORS/index.shtml
 DP9942
 DP9942.The orthometric height was determined by differential leveling and
 DP9942.adjusted by the NATIONAL GEODETIC SURVEY
 DP9942.in February 2017.
 DP9942
 DP9942.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9942.GEOID18 height accuracy estimate available here.
 DP9942
 DP9942.The PID for the CORS L1 Phase Center is DP9943.
 DP9942
 DP9942.Click photographs - Photos may exist for this station.
 DP9942
 DP9942.The XYZ, and position/ellipsoidal ht. are equivalent.
 DP9942
 DP9942.The ellipsoidal height was determined by GPS observations
 DP9942.and is referenced to NAD 83.
 DP9942
 DP9942. The following values were computed from the NAD 83(2011) position.
 DP9942
 DP9942;                    North         East     Units Scale Factor Converg.
 DP9942;SPC AR S     -   569,361.929   407,907.908   MT  0.99992231   +0 02 52.9
 DP9942;SPC AR S     - 1,867,981.60  1,338,277.86   sFT  0.99992231   +0 02 52.9
 DP9942;UTM  15      - 3,784,157.727   600,045.360   MT  0.99972338   +0 36 36.9
 DP9942
 DP9942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP9942!SPC AR S     -   0.99999415  x   0.99992231  =   0.99991646
 DP9942!UTM  15      -   0.99999415  x   0.99972338  =   0.99971753
 DP9942
 DP9942_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT0004584157(NAD 83)
 DP9942
 DP9942                          SUPERSEDED SURVEY CONTROL
 DP9942
 DP9942  NAD 83(2011)-  34 11 37.04577(N)    091 54 51.12244(W) AD(2010.00) c
 DP9942  ELLIP H (06/??/19)   37.280  (m)                       GP(2010.00) c c
 DP9942  NAD 83(2011)-  34 11 37.04599(N)    091 54 51.12245(W) AD(2010.00) c
 DP9942  ELLIP H (12/??/15)   37.282  (m)                       GP(2010.00) c c
 DP9942
 DP9942.Superseded values are not recommended for survey control.
 DP9942
 DP9942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP9942.See file dsdata.pdf to determine how the superseded data were derived.
 DP9942
 DP9942_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DP9942_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DP9942
 DP9942                          STATION DESCRIPTION
 DP9942
 DP9942'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DP9942'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DP9942'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DP9942'AND LOG FILES ACCESSIBLE AT:
 DP9942'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1771 ***********************************************************************
 EJ1771  DESIGNATION -  PINE BLUFF DIERK PAPER CO TK 2
 EJ1771  PID         -  EJ1771
 EJ1771  STATE/COUNTY-  AR/JEFFERSON
 EJ1771  COUNTRY     -  US
 EJ1771  USGS QUAD   -  WHITE HALL (2017)
 EJ1771
 EJ1771                         *CURRENT SURVEY CONTROL
 EJ1771  ______________________________________________________________________
 EJ1771* NAD 83(1997) POSITION- 34 16 03.11392(N) 092 02 29.91564(W)   ADJUSTED
 EJ1771  ______________________________________________________________________
 EJ1771  GEOID HEIGHT    -        -26.009 (meters)                     GEOID18
 EJ1771  LAPLACE CORR    -         -0.44  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1771.GEOID18 height accuracy estimate available here.
 EJ1771
 EJ1771.Click photographs - Photos may exist for this station.
 EJ1771
 EJ1771.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1771
 EJ1771. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT8822592235(NAD 83)
 EJ1771
 EJ1771                          SUPERSEDED SURVEY CONTROL
 EJ1771
 EJ1771  NAD 83(1986)-  34 16 03.12279(N)    092 02 29.90848(W) AD(       ) 3
 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
 EJ1771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1771.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1771
 EJ1771_MARKER: 53 = ELEVATED 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1779 ***********************************************************************
 EJ1779  DESIGNATION -  PINE BLUFF DIERK PAPER CO TK 1
 EJ1779  PID         -  EJ1779
 EJ1779  STATE/COUNTY-  AR/JEFFERSON
 EJ1779  COUNTRY     -  US
 EJ1779  USGS QUAD   -  WHITE HALL (2017)
 EJ1779
 EJ1779                         *CURRENT SURVEY CONTROL
 EJ1779  ______________________________________________________________________
 EJ1779* NAD 83(1997) POSITION- 34 15 53.29692(N) 092 01 36.88177(W)   ADJUSTED
 EJ1779  ______________________________________________________________________
 EJ1779  GEOID HEIGHT    -        -26.011 (meters)                     GEOID18
 EJ1779  LAPLACE CORR    -         -0.52  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1779.GEOID18 height accuracy estimate available here.
 EJ1779
 EJ1779.Click photographs - Photos may exist for this station.
 EJ1779
 EJ1779.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1779
 EJ1779. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT8958491945(NAD 83)
 EJ1779
 EJ1779                          SUPERSEDED SURVEY CONTROL
 EJ1779
 EJ1779  NAD 83(1986)-  34 15 53.30570(N)    092 01 36.87458(W) AD(       ) 3
 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
 EJ1779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1779.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1779
 EJ1779_MARKER: 53 = ELEVATED 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 = MARCH 20, 2026 22:17:28 EDT
 EH3016 ***********************************************************************
 EH3016  DESIGNATION -  PINE BLUFF FED COMP NO 2 SE TK
 EH3016  PID         -  EH3016
 EH3016  STATE/COUNTY-  AR/JEFFERSON
 EH3016  COUNTRY     -  US
 EH3016  USGS QUAD   -  LADD (2017)
 EH3016
 EH3016                         *CURRENT SURVEY CONTROL
 EH3016  ______________________________________________________________________
 EH3016* NAD 83(1997) POSITION- 34 13 33.23951(N) 091 58 12.36168(W)   ADJUSTED
 EH3016  ______________________________________________________________________
 EH3016  GEOID HEIGHT    -        -25.988 (meters)                     GEOID18
 EH3016  LAPLACE CORR    -         -0.40  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH3016.GEOID18 height accuracy estimate available here.
 EH3016
 EH3016.Click photographs - Photos may exist for this station.
 EH3016
 EH3016.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH3016
 EH3016. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT9485887683(NAD 83)
 EH3016
 EH3016                          SUPERSEDED SURVEY CONTROL
 EH3016
 EH3016  NAD 83(1986)-  34 13 33.24818(N)    091 58 12.35487(W) AD(       ) 3
 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
 EH3016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3016.See file dsdata.pdf to determine how the superseded data were derived.
 EH3016
 EH3016_MARKER: 53 = ELEVATED TANK
 EH3016_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH3016+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2010
 EH3016
 EH3016  HISTORY     - Date     Condition        Report By
 EH3016  HISTORY     - 1939     FIRST OBSERVED   CGS
 EH3016  HISTORY     - 1964     GOOD             CGS
 EH3016  HISTORY     - 20100530 GOOD             GEOCAC
 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.
 EH3016
 EH3016                          STATION RECOVERY (2010)
 EH3016
 EH3016'RECOVERY NOTE BY GEOCACHING 2010 (LPC)
 EH3016'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1793 ***********************************************************************
 EJ1793  DESIGNATION -  PINE BLUFF FED COMP PLANT 1 TK
 EJ1793  PID         -  EJ1793
 EJ1793  STATE/COUNTY-  AR/JEFFERSON
 EJ1793  COUNTRY     -  US
 EJ1793  USGS QUAD   -  PINE BLUFF (2017)
 EJ1793
 EJ1793                         *CURRENT SURVEY CONTROL
 EJ1793  ______________________________________________________________________
 EJ1793* NAD 83(1997) POSITION- 34 13 27.56198(N) 092 01 57.21880(W)   ADJUSTED
 EJ1793  ______________________________________________________________________
 EJ1793  GEOID HEIGHT    -        -25.967 (meters)                     GEOID18
 EJ1793  LAPLACE CORR    -         -0.43  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1793.GEOID18 height accuracy estimate available here.
 EJ1793
 EJ1793.Click photographs - Photos may exist for this station.
 EJ1793
 EJ1793.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1793
 EJ1793. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT8910687452(NAD 83)
 EJ1793
 EJ1793                          SUPERSEDED SURVEY CONTROL
 EJ1793
 EJ1793  NAD 83(1986)-  34 13 27.57086(N)    092 01 57.21174(W) AD(       ) 3
 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
 EJ1793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1793.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1793
 EJ1793_MARKER: 53 = ELEVATED TANK
 EJ1793
 EJ1793  HISTORY     - Date     Condition        Report By
 EJ1793  HISTORY     - 1939     FIRST OBSERVED   CGS
 EJ1793  HISTORY     - 1940     GOOD             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 = MARCH 20, 2026 22:17:28 EDT
 EH3024 ***********************************************************************
 EH3024  DESIGNATION -  PINE BLUFF KKV722 KD 6304 MAST
 EH3024  PID         -  EH3024
 EH3024  STATE/COUNTY-  AR/JEFFERSON
 EH3024  COUNTRY     -  US
 EH3024  USGS QUAD   -  LADD (2017)
 EH3024
 EH3024                         *CURRENT SURVEY CONTROL
 EH3024  ______________________________________________________________________
 EH3024* NAD 83(1997) POSITION- 34 13 45.50544(N) 091 59 20.10754(W)   ADJUSTED
 EH3024  ______________________________________________________________________
 EH3024  GEOID HEIGHT    -        -25.986 (meters)                     GEOID18
 EH3024  LAPLACE CORR    -         -0.43  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH3024.GEOID18 height accuracy estimate available here.
 EH3024
 EH3024.Click photographs - Photos may exist for this station.
 EH3024
 EH3024.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH3024
 EH3024. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT9312188043(NAD 83)
 EH3024
 EH3024                          SUPERSEDED SURVEY CONTROL
 EH3024
 EH3024  NAD 83(1986)-  34 13 45.51417(N)    091 59 20.10058(W) AD(       ) 3
 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
 EH3024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3024.See file dsdata.pdf to determine how the superseded data were derived.
 EH3024
 EH3024_MARKER: 42 = RADIO/TV MAST
 EH3024_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH3024+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2010
 EH3024
 EH3024  HISTORY     - Date     Condition        Report By
 EH3024  HISTORY     - 1964     FIRST OBSERVED   CGS
 EH3024  HISTORY     - 20100530 GOOD             GEOCAC
 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.
 EH3024
 EH3024                          STATION RECOVERY (2010)
 EH3024
 EH3024'RECOVERY NOTE BY GEOCACHING 2010 (LPC)
 EH3024'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1788 ***********************************************************************
 EJ1788  DESIGNATION -  PINE BLUFF PINE CREST MILL TK
 EJ1788  PID         -  EJ1788
 EJ1788  STATE/COUNTY-  AR/JEFFERSON
 EJ1788  COUNTRY     -  US
 EJ1788  USGS QUAD   -  PINE BLUFF (2017)
 EJ1788
 EJ1788                         *CURRENT SURVEY CONTROL
 EJ1788  ______________________________________________________________________
 EJ1788* NAD 83(1997) POSITION- 34 14 10.62481(N) 092 02 37.00738(W)   ADJUSTED
 EJ1788  ______________________________________________________________________
 EJ1788  GEOID HEIGHT    -        -25.978 (meters)                     GEOID18
 EJ1788  LAPLACE CORR    -         -0.41  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1788.GEOID18 height accuracy estimate available here.
 EJ1788
 EJ1788.Click photographs - Photos may exist for this station.
 EJ1788
 EJ1788.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1788
 EJ1788. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT8807688768(NAD 83)
 EJ1788
 EJ1788                          SUPERSEDED SURVEY CONTROL
 EJ1788
 EJ1788  NAD 83(1986)-  34 14 10.63368(N)    092 02 37.00024(W) AD(       ) 3
 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
 EJ1788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1788.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1788
 EJ1788_MARKER: 53 = ELEVATED 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 = MARCH 20, 2026 22:17:28 EDT
 EH3017 ***********************************************************************
 EH3017  DESIGNATION -  PINE BLUFF RAD STA WUG 32 TWR
 EH3017  PID         -  EH3017
 EH3017  STATE/COUNTY-  AR/JEFFERSON
 EH3017  COUNTRY     -  US
 EH3017  USGS QUAD   -  LADD (2017)
 EH3017
 EH3017                         *CURRENT SURVEY CONTROL
 EH3017  ______________________________________________________________________
 EH3017* NAD 83(1997) POSITION- 34 13 49.07891(N) 091 58 10.70660(W)   ADJUSTED
 EH3017  ______________________________________________________________________
 EH3017  GEOID HEIGHT    -        -25.993 (meters)                     GEOID18
 EH3017  LAPLACE CORR    -         -0.39  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH3017.GEOID18 height accuracy estimate available here.
 EH3017
 EH3017.Click photographs - Photos may exist for this station.
 EH3017
 EH3017.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH3017
 EH3017. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT9489588171(NAD 83)
 EH3017
 EH3017                          SUPERSEDED SURVEY CONTROL
 EH3017
 EH3017  NAD 83(1986)-  34 13 49.08759(N)    091 58 10.69973(W) AD(       ) 3
 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
 EH3017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3017.See file dsdata.pdf to determine how the superseded data were derived.
 EH3017
 EH3017_MARKER: 43 = RADIO/TV TOWER
 EH3017_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EH3017+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2010
 EH3017
 EH3017  HISTORY     - Date     Condition        Report By
 EH3017  HISTORY     - 1964     FIRST OBSERVED   CGS
 EH3017  HISTORY     - 1978     GOOD             NGS
 EH3017  HISTORY     - 20100530 GOOD             GEOCAC
 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.
 EH3017
 EH3017                          STATION RECOVERY (2010)
 EH3017
 EH3017'RECOVERY NOTE BY GEOCACHING 2010 (LPC)
 EH3017'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1787 ***********************************************************************
 EJ1787  DESIGNATION -  PINE BLUFF RADIO STA KOTN MAST
 EJ1787  PID         -  EJ1787
 EJ1787  STATE/COUNTY-  AR/JEFFERSON
 EJ1787  COUNTRY     -  US
 EJ1787  USGS QUAD   -  PINE BLUFF (2017)
 EJ1787
 EJ1787                         *CURRENT SURVEY CONTROL
 EJ1787  ______________________________________________________________________
 EJ1787* NAD 83(1997) POSITION- 34 13 28.84304(N) 092 00 11.30239(W)   ADJUSTED
 EJ1787  ______________________________________________________________________
 EJ1787  GEOID HEIGHT    -        -25.977 (meters)                     GEOID18
 EJ1787  LAPLACE CORR    -         -0.48  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1787.GEOID18 height accuracy estimate available here.
 EJ1787
 EJ1787.Click photographs - Photos may exist for this station.
 EJ1787
 EJ1787.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1787
 EJ1787. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT9181687517(NAD 83)
 EJ1787
 EJ1787                          SUPERSEDED SURVEY CONTROL
 EJ1787
 EJ1787  NAD 83(1986)-  34 13 28.85188(N)    092 00 11.29541(W) AD(       ) 3
 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
 EJ1787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1787.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1787
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1795 ***********************************************************************
 EJ1795  DESIGNATION -  PINE BLUFF RADIO STA KCLA MAST
 EJ1795  PID         -  EJ1795
 EJ1795  STATE/COUNTY-  AR/JEFFERSON
 EJ1795  COUNTRY     -  US
 EJ1795  USGS QUAD   -  PINE BLUFF (2017)
 EJ1795
 EJ1795                         *CURRENT SURVEY CONTROL
 EJ1795  ______________________________________________________________________
 EJ1795* NAD 83(1997) POSITION- 34 12 04.33267(N) 092 02 03.46531(W)   ADJUSTED
 EJ1795  ______________________________________________________________________
 EJ1795  GEOID HEIGHT    -        -25.941 (meters)                     GEOID18
 EJ1795  LAPLACE CORR    -         -0.41  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1795.GEOID18 height accuracy estimate available here.
 EJ1795
 EJ1795.Click photographs - Photos may exist for this station.
 EJ1795
 EJ1795.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1795
 EJ1795. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT8897184886(NAD 83)
 EJ1795
 EJ1795                          SUPERSEDED SURVEY CONTROL
 EJ1795
 EJ1795  NAD 83(1986)-  34 12 04.34158(N)    092 02 03.45840(W) AD(       ) 3
 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
 EJ1795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1795.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1795
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1798 ***********************************************************************
 EJ1798  DESIGNATION -  PINE BLUFF RADIO STA KKD 270
 EJ1798  PID         -  EJ1798
 EJ1798  STATE/COUNTY-  AR/JEFFERSON
 EJ1798  COUNTRY     -  US
 EJ1798  USGS QUAD   -  PINE BLUFF (2017)
 EJ1798
 EJ1798                         *CURRENT SURVEY CONTROL
 EJ1798  ______________________________________________________________________
 EJ1798* NAD 83(1997) POSITION- 34 12 04.16976(N) 092 02 22.10636(W)   ADJUSTED
 EJ1798  ______________________________________________________________________
 EJ1798  GEOID HEIGHT    -        -25.940 (meters)                     GEOID18
 EJ1798  LAPLACE CORR    -         -0.39  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1798.GEOID18 height accuracy estimate available here.
 EJ1798
 EJ1798.Click photographs - Photos may exist for this station.
 EJ1798
 EJ1798.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1798
 EJ1798. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT8849484877(NAD 83)
 EJ1798
 EJ1798                          SUPERSEDED SURVEY CONTROL
 EJ1798
 EJ1798  NAD 83(1986)-  34 12 04.17879(N)    092 02 22.09940(W) AD(       ) 3
 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
 EJ1798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1798.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1798
 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 = MARCH 20, 2026 22:17:28 EDT
 EH3015 ***********************************************************************
 EH3015  DESIGNATION -  PINE BLUFF RESET
 EH3015  PID         -  EH3015
 EH3015  STATE/COUNTY-  AR/JEFFERSON
 EH3015  COUNTRY     -  US
 EH3015  USGS QUAD   -  LADD (2017)
 EH3015
 EH3015                         *CURRENT SURVEY CONTROL
 EH3015  ______________________________________________________________________
 EH3015* NAD 83(1997) POSITION- 34 12 38.02099(N) 091 59 56.32115(W)   ADJUSTED
 EH3015* NAVD 88 ORTHO HEIGHT -    67.    (meters)      220.    (feet) SCALED
 EH3015  ______________________________________________________________________
 EH3015  GEOID HEIGHT    -        -25.962 (meters)                     GEOID18
 EH3015  LAPLACE CORR    -         -0.50  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH3015.GEOID18 height accuracy estimate available here.
 EH3015
 EH3015.Click photographs - Photos may exist for this station.
 EH3015
 EH3015.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH3015
 EH3015. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999357  x   0.99992318  =   0.99991675
 EH3015!UTM  15      -   0.99999357  x   0.99970482  =   0.99969839
 EH3015
 EH3015:                Primary Azimuth Mark                     Grid Az
 EH3015:SPC AR S     -  PINE BLUFF RM 3                          091 22 18.9
 EH3015:UTM  15      -  PINE BLUFF RM 3                          090 48 34.7
 EH3015
 EH3015_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT9221585955(NAD 83)
 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
 EH3015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH3015.See file dsdata.pdf to determine how the superseded data were derived.
 EH3015
 EH3015_MARKER: DS = TRIANGULATION STATION DISK
 EH3015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH3015_STAMPING: PINE BLUFF 1938 1964
 EH3015_MARK LOGO: CGS
 EH3015_PROJECTION: FLUSH
 EH3015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH3015+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1416 ***********************************************************************
 DL1416  DESIGNATION -  PINE GROVE
 DL1416  PID         -  DL1416
 DL1416  STATE/COUNTY-  AR/DALLAS
 DL1416  COUNTRY     -  US
 DL1416  USGS QUAD   -  SPARKMAN (2017)
 DL1416
 DL1416                         *CURRENT SURVEY CONTROL
 DL1416  ______________________________________________________________________
 DL1416* NAD 83(1997) POSITION- 33 52 35.42511(N) 092 46 28.09228(W)   ADJUSTED
 DL1416* NAVD 88 ORTHO HEIGHT -    83.86  (+/-2cm)      275.1   (feet) VERTCON3
 DL1416  ______________________________________________________________________
 DL1416  GEOID HEIGHT    -        -26.324 (meters)                     GEOID18
 DL1416  LAPLACE CORR    -          1.34  (seconds)                    DEFLEC18
 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
 DL1416.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1416.GEOID18 height accuracy estimate available here.
 DL1416
 DL1416.The vertical order pertains to the NGVD 29 superseded value.
 DL1416
 DL1416.Click photographs - Photos may exist for this station.
 DL1416
 DL1416.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1416
 DL1416. The following values were computed from the NAD 83(1997) position.
 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     -  PINE GROVE AZ MK                         252 54 12.2
 DL1416:UTM  15      -  PINE GROVE AZ MK                         252 20 39.1
 DL1416
 DL1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWT2085748486(NAD 83)
 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(1993)-  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              83.89   (m)          275.2    (f) LEVELING    3  
 DL1416
 DL1416.Superseded values are not recommended for survey control.
 DL1416
 DL1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1416.See file dsdata.pdf to determine how the superseded data were derived.
 DL1416
 DL1416_MARKER: DS = TRIANGULATION STATION DISK
 DL1416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1416_STAMPING: PINE GROVE 1941
 DL1416_MARK LOGO: CGS
 DL1416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1416+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1772 ***********************************************************************
 FG1772  DESIGNATION -  PINE GROVE
 FG1772  PID         -  FG1772
 FG1772  STATE/COUNTY-  AR/SEARCY
 FG1772  COUNTRY     -  US
 FG1772  USGS QUAD   -  HARRIET (2017)
 FG1772
 FG1772                         *CURRENT SURVEY CONTROL
 FG1772  ______________________________________________________________________
 FG1772* NAD 83(1997) POSITION- 35 59 58.86327(N) 092 36 01.27474(W)   ADJUSTED
 FG1772* NAVD 88 ORTHO HEIGHT -   344.    (meters)     1129.    (feet) SCALED
 FG1772  ______________________________________________________________________
 FG1772  GEOID HEIGHT    -        -28.233 (meters)                     GEOID18
 FG1772  LAPLACE CORR    -          1.04  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1772.GEOID18 height accuracy estimate available here.
 FG1772
 FG1772.Click photographs - Photos may exist for this station.
 FG1772
 FG1772.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1772
 FG1772. The following values were computed from the NAD 83(1997) position.
 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  =   0.99991258
 FG1772!UTM  15      -   0.99995042  x   0.99961599  =   0.99956643
 FG1772
 FG1772:                Primary Azimuth Mark                     Grid Az
 FG1772:SPC AR N     -  PINE GROVE AZ MK                         229 50 40.2
 FG1772:UTM  15      -  PINE GROVE AZ MK                         229 15 36.9
 FG1772
 FG1772_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV3601983987(NAD 83)
 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
 FG1772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1772.See file dsdata.pdf to determine how the superseded data were derived.
 FG1772
 FG1772_MARKER: DS = TRIANGULATION STATION DISK
 FG1772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1772_STAMPING: PINE GROVE 1953
 FG1772_MARK LOGO: CGS
 FG1772_PROJECTION: FLUSH
 FG1772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1772+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1878 ***********************************************************************
 FG1878  DESIGNATION -  PINE HILL
 FG1878  PID         -  FG1878
 FG1878  STATE/COUNTY-  AR/LOGAN
 FG1878  COUNTRY     -  US
 FG1878  USGS QUAD   -  PARIS (2017)
 FG1878
 FG1878                         *CURRENT SURVEY CONTROL
 FG1878  ______________________________________________________________________
 FG1878* NAD 83(1997) POSITION- 35 21 33.84822(N) 093 38 55.17926(W)   ADJUSTED
 FG1878* NAVD 88 ORTHO HEIGHT -   258.    (meters)      846.    (feet) SCALED
 FG1878  ______________________________________________________________________
 FG1878  GEOID HEIGHT    -        -29.549 (meters)                     GEOID18
 FG1878  LAPLACE CORR    -          1.09  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1878.GEOID18 height accuracy estimate available here.
 FG1878
 FG1878.Click photographs - Photos may exist for this station.
 FG1878
 FG1878.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1878
 FG1878. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 FG1878:SPC AR N     -  CARROLL                                  237 25 17.7
 FG1878:UTM  15      -  CARROLL                                  236 50 15.4
 FG1878
 FG1878_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV4106813093(NAD 83)
 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(1993)-  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
 FG1878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1878.See file dsdata.pdf to determine how the superseded data were derived.
 FG1878
 FG1878_MARKER: DS = TRIANGULATION STATION DISK
 FG1878_SETTING: 66 = SET IN ROCK OUTCROP
 FG1878_STAMPING: PINE HILL 1940
 FG1878_MARK LOGO: CGS
 FG1878_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FG1878+STABILITY: POSITION/ELEVATION WELL
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0702 ***********************************************************************
 GF0702  DESIGNATION -  PINE MTN
 GF0702  PID         -  GF0702
 GF0702  STATE/COUNTY-  AR/MARION
 GF0702  COUNTRY     -  US
 GF0702  USGS QUAD   -  COTTER NW (2017)
 GF0702
 GF0702                         *CURRENT SURVEY CONTROL
 GF0702  ______________________________________________________________________
 GF0702* NAD 83(1997) POSITION- 36 24 51.88740(N) 092 40 41.21252(W)   ADJUSTED
 GF0702* NAVD 88 ORTHO HEIGHT -   305.    (meters)     1001.    (feet) SCALED
 GF0702  ______________________________________________________________________
 GF0702  GEOID HEIGHT    -        -28.422 (meters)                     GEOID18
 GF0702  LAPLACE CORR    -         -0.20  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0702.GEOID18 height accuracy estimate available here.
 GF0702
 GF0702.Click photographs - Photos may exist for this station.
 GF0702
 GF0702.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0702
 GF0702. The following values were computed from the NAD 83(1997) position.
 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  =   0.99999739
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA2885829962(NAD 83)
 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
 GF0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0702.See file dsdata.pdf to determine how the superseded data were derived.
 GF0702
 GF0702_MARKER: DS = TRIANGULATION STATION DISK
 GF0702_SETTING: 80 = SET IN A BOULDER
 GF0702_STAMPING: PINE MTN 1953
 GF0702_MARK LOGO: CGS
 GF0702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0702+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0703 ***********************************************************************
 GF0703  DESIGNATION -  PINE MTN
 GF0703  PID         -  GF0703
 GF0703  STATE/COUNTY-  AR/MARION
 GF0703  COUNTRY     -  US
 GF0703  USGS QUAD   -  COTTER NW (2017)
 GF0703
 GF0703                         *CURRENT SURVEY CONTROL
 GF0703  ______________________________________________________________________
 GF0703* NAD 83(1997) POSITION- 36 24 51.84553(N) 092 40 41.56184(W)   ADJUSTED
 GF0703* NAVD 88 ORTHO HEIGHT -   305.    (meters)     1001.    (feet) SCALED
 GF0703  ______________________________________________________________________
 GF0703  GEOID HEIGHT    -        -28.422 (meters)                     GEOID18
 GF0703  LAPLACE CORR    -         -0.20  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0703.GEOID18 height accuracy estimate available here.
 GF0703
 GF0703.Click photographs - Photos may exist for this station.
 GF0703
 GF0703.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0703
 GF0703. The following values were computed from the NAD 83(1997) position.
 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  =   0.99999739
 GF0703!UTM  15      -   0.99995658  x   0.99961025  =   0.99956684
 GF0703
 GF0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWA2884929961(NAD 83)
 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
 GF0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0703.See file dsdata.pdf to determine how the superseded data were derived.
 GF0703
 GF0703_MARKER: DD = SURVEY DISK
 GF0703_SETTING: 80 = SET IN A BOULDER
 GF0703_STAMPING: PINE MTN 1940
 GF0703_MARK LOGO: USGS
 GF0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0703+STABILITY: SURFACE MOTION
 GF0703
 GF0703  HISTORY     - Date     Condition        Report By
 GF0703  HISTORY     - 1940     MONUMENTED       USGS
 GF0703  HISTORY     - 1953     GOOD             CGS
 GF0703
 GF0703                          STATION DESCRIPTION
 GF0703
 GF0703'DESCRIBED BY COAST AND GEODETIC 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 = MARCH 20, 2026 22:17:28 EDT
 EJ2046 ***********************************************************************
 EJ2046  DESIGNATION -  PINE RIDGE
 EJ2046  PID         -  EJ2046
 EJ2046  STATE/COUNTY-  AR/MONTGOMERY
 EJ2046  COUNTRY     -  US
 EJ2046  USGS QUAD   -  PINE RIDGE (2017)
 EJ2046
 EJ2046                         *CURRENT SURVEY CONTROL
 EJ2046  ______________________________________________________________________
 EJ2046* NAD 83(1997) POSITION- 34 35 09.79009(N) 093 54 17.80230(W)   ADJUSTED
 EJ2046* NAVD 88 ORTHO HEIGHT -   276.7   (meters)      908.    (feet) VERTCON3
 EJ2046  ______________________________________________________________________
 EJ2046  GEOID HEIGHT    -        -29.298 (meters)                     GEOID18
 EJ2046  LAPLACE CORR    -          3.76  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ2046.GEOID18 height accuracy estimate available here.
 EJ2046
 EJ2046.Click photographs - Photos may exist for this station.
 EJ2046
 EJ2046.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ2046
 EJ2046. The following values were computed from the NAD 83(1997) position.
 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;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!UTM  15      -   0.99996117  x   0.99968490  =   0.99964608
 EJ2046
 EJ2046:                Primary Azimuth Mark                     Grid Az
 EJ2046:SPC AR S     -  PINE RIDGE AZ MK                         270 49 56.4
 EJ2046:UTM  15      -  PINE RIDGE AZ MK                         270 16 47.6
 EJ2046
 EJ2046_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU1700727511(NAD 83)
 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(1993)-  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
 EJ2046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2046.See file dsdata.pdf to determine how the superseded data were derived.
 EJ2046
 EJ2046_MARKER: DS = TRIANGULATION STATION DISK
 EJ2046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ2046_STAMPING: PINE RIDGE 1956
 EJ2046_MARK LOGO: CGS
 EJ2046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ2046+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ2017 ***********************************************************************
 EJ2017  DESIGNATION -  PINE RM 2
 EJ2017  PID         -  EJ2017
 EJ2017  STATE/COUNTY-  AR/PIKE
 EJ2017  COUNTRY     -  US
 EJ2017  USGS QUAD   -  CENTER POINT NE (2017)
 EJ2017
 EJ2017                         *CURRENT SURVEY CONTROL
 EJ2017  ______________________________________________________________________
 EJ2017* NAD 83(1997) POSITION- 34 13 39.76297(N) 093 49 43.96439(W)   ADJUSTED
 EJ2017* NAVD 88 ORTHO HEIGHT -   270.    (meters)      886.    (feet) SCALED
 EJ2017  ______________________________________________________________________
 EJ2017  GEOID HEIGHT    -        -27.792 (meters)                     GEOID18
 EJ2017  LAPLACE CORR    -          1.57  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ2017.GEOID18 height accuracy estimate available here.
 EJ2017
 EJ2017.Click photographs - Photos may exist for this station.
 EJ2017
 EJ2017.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ2017
 EJ2017. The following values were computed from the NAD 83(1997) position.
 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  =   0.99988612
 EJ2017!UTM  15      -   0.99996197  x   0.99967184  =   0.99963383
 EJ2017
 EJ2017_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT2365887715(NAD 83)
 EJ2017
 EJ2017                          SUPERSEDED SURVEY CONTROL
 EJ2017
 EJ2017  NAD 83(1993)-  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
 EJ2017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ2017.See file dsdata.pdf to determine how the superseded data were derived.
 EJ2017
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0883 ***********************************************************************
 GE0883  DESIGNATION -  PINEY
 GE0883  PID         -  GE0883
 GE0883  STATE/COUNTY-  AR/IZARD
 GE0883  COUNTRY     -  US
 GE0883  USGS QUAD   -  SIDNEY (2017)
 GE0883
 GE0883                         *CURRENT SURVEY CONTROL
 GE0883  ______________________________________________________________________
 GE0883* NAD 83(1997) POSITION- 36 07 11.18788(N) 091 43 18.15849(W)   ADJUSTED
 GE0883* NAVD 88 ORTHO HEIGHT -   236.    (meters)      774.    (feet) SCALED
 GE0883  ______________________________________________________________________
 GE0883  GEOID HEIGHT    -        -27.990 (meters)                     GEOID18
 GE0883  LAPLACE CORR    -         -1.09  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0883.GEOID18 height accuracy estimate available here.
 GE0883
 GE0883.Click photographs - Photos may exist for this station.
 GE0883
 GE0883.The Laplace correction was computed from DEFLEC18 derived deflections.
 GE0883
 GE0883. The following values were computed from the NAD 83(1997) position.
 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  =   0.99973041
 GE0883
 GE0883:                Primary Azimuth Mark                     Grid Az
 GE0883:SPC AR N     -  PINEY AZ MK                              094 49 16.9
 GE0883:UTM  15      -  PINEY AZ MK                              094 13 46.9
 GE0883
 GE0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV1503797989(NAD 83)
 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
 GE0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0883.See file dsdata.pdf to determine how the superseded data were derived.
 GE0883
 GE0883_MARKER: DS = TRIANGULATION STATION DISK
 GE0883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0883_STAMPING: PINEY 1953
 GE0883_MARK LOGO: CGS
 GE0883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0883+STABILITY: SURFACE MOTION
 GE0883
 GE0883  HISTORY     - Date     Condition        Report By
 GE0883  HISTORY     - 1953     MONUMENTED       CGS
 GE0883  HISTORY     - 20160809 MARK NOT FOUND   ARHD
 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.
 GE0883
 GE0883                          STATION RECOVERY (2016)
 GE0883
 GE0883'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2016 (VJB)
 GE0883'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FH0974 ***********************************************************************
 FH0974  DESIGNATION -  PINNACLE RESET
 FH0974  PID         -  FH0974
 FH0974  STATE/COUNTY-  AR/FRANKLIN
 FH0974  COUNTRY     -  US
 FH0974  USGS QUAD   -  BARBER (2017)
 FH0974
 FH0974                         *CURRENT SURVEY CONTROL
 FH0974  ______________________________________________________________________
 FH0974* NAD 83(1997) POSITION- 35 12 49.11239(N) 094 03 11.37375(W)   ADJUSTED
 FH0974* NAVD 88 ORTHO HEIGHT -   369.1   (meters)     1211.    (feet) VERTCON3
 FH0974  ______________________________________________________________________
 FH0974  GEOID HEIGHT    -        -30.136 (meters)                     GEOID18
 FH0974  LAPLACE CORR    -          1.96  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FH0974.GEOID18 height accuracy estimate available here.
 FH0974
 FH0974.Click photographs - Photos may exist for this station.
 FH0974
 FH0974.The Laplace correction was computed from DEFLEC18 derived deflections.
 FH0974
 FH0974. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 FH0974:SPC AR N     -  GEORGE                                   283 04 20.8
 FH0974:SPC OK S     -  GEORGE                                   279 38 14.7
 FH0974:UTM  15      -  GEORGE                                   282 29 06.2
 FH0974
 FH0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU0414697243(NAD 83)
 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(1993)-  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  USSD        -  35 12 48.92900(N)    094 03 10.60700(W) AD(       ) 3
 FH0974  NGVD 29 (07/19/86)  369.0    (m)         1211.     (f) VERT ANG       
 FH0974
 FH0974.Superseded values are not recommended for survey control.
 FH0974
 FH0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FH0974.See file dsdata.pdf to determine how the superseded data were derived.
 FH0974
 FH0974_MARKER: DS = TRIANGULATION STATION DISK
 FH0974_SETTING: 66 = SET IN ROCK OUTCROP
 FH0974_STAMPING: PINNACLE 1935 1919
 FH0974_MARK LOGO: CGS
 FH0974_PROJECTION: FLUSH
 FH0974_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FH0974+STABILITY: POSITION/ELEVATION WELL
 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             USACE
 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 ARMY CORPS OF 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 = MARCH 20, 2026 22:17:28 EDT
 FF1865 ***********************************************************************
 FF1865  DESIGNATION -  PISGAH
 FF1865  PID         -  FF1865
 FF1865  STATE/COUNTY-  AR/WHITE
 FF1865  COUNTRY     -  US
 FF1865  USGS QUAD   -  LETONA (2017)
 FF1865
 FF1865                         *CURRENT SURVEY CONTROL
 FF1865  ______________________________________________________________________
 FF1865* NAD 83(1997) POSITION- 35 20 03.10645(N) 091 50 46.73148(W)   ADJUSTED
 FF1865* NAVD 88 ORTHO HEIGHT -   205.    (meters)      673.    (feet) SCALED
 FF1865  ______________________________________________________________________
 FF1865  GEOID HEIGHT    -        -27.436 (meters)                     GEOID18
 FF1865  LAPLACE CORR    -          0.32  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1865.GEOID18 height accuracy estimate available here.
 FF1865
 FF1865.Click photographs - Photos may exist for this station.
 FF1865
 FF1865.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1865
 FF1865. The following values were computed from the NAD 83(1997) position.
 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     -   0.99997212  x   0.99994540  =   0.99991752
 FF1865!UTM  15      -   0.99997212  x   0.99973547  =   0.99970760
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV0484810715(NAD 83)
 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
 FF1865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1865.See file dsdata.pdf to determine how the superseded data were derived.
 FF1865
 FF1865_MARKER: DS = TRIANGULATION STATION DISK
 FF1865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1865_STAMPING: PISGAH 1934
 FF1865_MARK LOGO: CGS
 FF1865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1865+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GE1051 ***********************************************************************
 GE1051  DESIGNATION -  PITMAN
 GE1051  PID         -  GE1051
 GE1051  STATE/COUNTY-  AR/RANDOLPH
 GE1051  COUNTRY     -  US
 GE1051  USGS QUAD   -  SUPPLY (2017)
 GE1051
 GE1051                         *CURRENT SURVEY CONTROL
 GE1051  ______________________________________________________________________
 GE1051* NAD 83(1997) POSITION- 36 28 05.97196(N) 090 48 08.50742(W)   ADJUSTED
 GE1051* NAVD 88 ORTHO HEIGHT -   130.    (meters)      427.    (feet) SCALED
 GE1051  ______________________________________________________________________
 GE1051  GEOID HEIGHT    -        -28.844 (meters)                     GEOID18
 GE1051  LAPLACE CORR    -         -0.44  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE1051.GEOID18 height accuracy estimate available here.
 GE1051
 GE1051.Click photographs - Photos may exist for this station.
 GE1051
 GE1051.The Laplace correction was computed from DEFLEC18 derived deflections.
 GE1051
 GE1051. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 GE1051:SPC AR N     -  PITMAN AZ MK                             169 06 28.0
 GE1051:SPC MO E     -  PITMAN AZ MK                             169 59 03.9
 GE1051:UTM  15      -  PITMAN AZ MK                             168 29 53.0
 GE1051
 GE1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA9690438139(NAD 83)
 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
 GE1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1051.See file dsdata.pdf to determine how the superseded data were derived.
 GE1051
 GE1051_MARKER: DS = TRIANGULATION STATION DISK
 GE1051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE1051_STAMPING: PITMAN 1955
 GE1051_MARK LOGO: CGS
 GE1051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE1051+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FE1816 ***********************************************************************
 FE1816  DESIGNATION -  PJH 1
 FE1816  PID         -  FE1816
 FE1816  STATE/COUNTY-  AR/MISSISSIPPI
 FE1816  COUNTRY     -  US
 FE1816  USGS QUAD   -  ARMOREL (2017)
 FE1816
 FE1816                         *CURRENT SURVEY CONTROL
 FE1816  ______________________________________________________________________
 FE1816* NAD 83(1986) POSITION- 35 54 52.     (N) 089 47 09.     (W)   SCALED
 FE1816* NAVD 88 ORTHO HEIGHT -    78.402 (meters)      257.22  (feet) ADJUSTED
 FE1816  ______________________________________________________________________
 FE1816  GEOID HEIGHT    -        -28.051 (meters)                     GEOID18
 FE1816  DYNAMIC HEIGHT  -         78.336 (meters)      257.01  (feet) COMP
 FE1816  MODELED GRAVITY -    979,790.1   (mgal)                       NAVD 88
 FE1816
 FE1816  VERT ORDER      -  FIRST     CLASS II
 FE1816
 FE1816.The horizontal coordinates were scaled from a map and have
 FE1816.an estimated accuracy of +/- 6 seconds.
 FE1816
 FE1816.The orthometric height was determined by differential leveling and
 FE1816.adjusted by the NATIONAL GEODETIC SURVEY
 FE1816.in June 1991.
 FE1816
 FE1816.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE1816.GEOID18 height accuracy estimate available here.
 FE1816
 FE1816.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE486780(NAD 83)
 FE1816
 FE1816                          SUPERSEDED SURVEY CONTROL
 FE1816
 FE1816  NGVD 29 (11/26/84)   78.337  (m)          257.01   (f) ADJUSTED    1 2
 FE1816
 FE1816.Superseded values are not recommended for survey control.
 FE1816
 FE1816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1816.See file dsdata.pdf to determine how the superseded data were derived.
 FE1816
 FE1816_MARKER: DB = BENCH MARK DISK
 FE1816_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FE1816_SP_SET: CULVERT HEADWALL
 FE1816_STAMPING: PJH 1 1943
 FE1816_MARK LOGO: CGS
 FE1816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1816+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FE1815 ***********************************************************************
 FE1815  DESIGNATION -  PJH 2
 FE1815  PID         -  FE1815
 FE1815  STATE/COUNTY-  AR/MISSISSIPPI
 FE1815  COUNTRY     -  US
 FE1815  USGS QUAD   -  ARMOREL (2017)
 FE1815
 FE1815                         *CURRENT SURVEY CONTROL
 FE1815  ______________________________________________________________________
 FE1815* NAD 83(1986) POSITION- 35 54 25.     (N) 089 46 20.     (W)   SCALED
 FE1815* NAVD 88 ORTHO HEIGHT -    78.820 (meters)      258.60  (feet) ADJUSTED
 FE1815  ______________________________________________________________________
 FE1815  GEOID HEIGHT    -        -28.031 (meters)                     GEOID18
 FE1815  DYNAMIC HEIGHT  -         78.753 (meters)      258.38  (feet) COMP
 FE1815  MODELED GRAVITY -    979,789.8   (mgal)                       NAVD 88
 FE1815
 FE1815  VERT ORDER      -  FIRST     CLASS II
 FE1815
 FE1815.The horizontal coordinates were scaled from a map and have
 FE1815.an estimated accuracy of +/- 6 seconds.
 FE1815
 FE1815.The orthometric height was determined by differential leveling and
 FE1815.adjusted by the NATIONAL GEODETIC SURVEY
 FE1815.in June 1991.
 FE1815
 FE1815.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE1815.GEOID18 height accuracy estimate available here.
 FE1815
 FE1815.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE498771(NAD 83)
 FE1815
 FE1815                          SUPERSEDED SURVEY CONTROL
 FE1815
 FE1815  NGVD 29 (11/26/84)   78.758  (m)          258.39   (f) ADJUSTED    1 2
 FE1815
 FE1815.Superseded values are not recommended for survey control.
 FE1815
 FE1815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE1815.See file dsdata.pdf to determine how the superseded data were derived.
 FE1815
 FE1815_MARKER: DB = BENCH MARK DISK
 FE1815_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FE1815_SP_SET: CULVERT HEADWALL
 FE1815_STAMPING: PJH 2 1943
 FE1815_MARK LOGO: CGS
 FE1815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FE1815+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 AE3006 ***********************************************************************
 AE3006  CBN         -  This is a Cooperative Base Network Control Station.
 AE3006  DESIGNATION -  PJTC CAMPUS
 AE3006  PID         -  AE3006
 AE3006  STATE/COUNTY-  AR/CONWAY
 AE3006  COUNTRY     -  US
 AE3006  USGS QUAD   -  MORRILTON EAST (2017)
 AE3006
 AE3006                         *CURRENT SURVEY CONTROL
 AE3006  ______________________________________________________________________
 AE3006* NAD 83(2011) POSITION- 35 10 21.54359(N) 092 43 33.41248(W)   ADJUSTED
 AE3006* NAD 83(2011) ELLIP HT-    75.129 (meters)        (06/27/12)   ADJUSTED
 AE3006* NAD 83(2011) EPOCH   -  2010.00
 AE3006* NAVD 88 ORTHO HEIGHT -   103.708 (meters)      340.25  (feet) ADJUSTED
 AE3006  ______________________________________________________________________
 AE3006  GEOID HEIGHT    -        -28.562 (meters)                     GEOID18
 AE3006  NAD 83(2011) X  -   -248,232.222 (meters)                     COMP
 AE3006  NAD 83(2011) Y  - -5,213,572.031 (meters)                     COMP
 AE3006  NAD 83(2011) Z  -  3,653,583.873 (meters)                     COMP
 AE3006  LAPLACE CORR    -          2.83  (seconds)                    DEFLEC18
 AE3006  DYNAMIC HEIGHT  -        103.610 (meters)      339.93  (feet) COMP
 AE3006  MODELED GRAVITY -    979,690.3   (mgal)                       NAVD 88
 AE3006
 AE3006  VERT ORDER      -  FIRST     CLASS II
 AE3006
 AE3006  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AE3006  Standards:
 AE3006         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AE3006            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AE3006  -------------------------------------------------------------------
 AE3006  NETWORK    0.33   0.76           0.14   0.13   0.39      0.01517099
 AE3006  -------------------------------------------------------------------
 AE3006  Click here for local accuracies and other accuracy information.
 AE3006
 AE3006.The horizontal coordinates were established by GPS observations
 AE3006.and adjusted by the National Geodetic Survey in June 2012.
 AE3006
 AE3006.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AE3006.been affixed to the stable North American tectonic plate. See 
 AE3006.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AE3006
 AE3006.The horizontal coordinates are valid at the epoch date displayed above
 AE3006.which is a decimal equivalence of Year/Month/Day.
 AE3006
 AE3006.The orthometric height was determined by differential leveling and
 AE3006.adjusted by the NATIONAL GEODETIC SURVEY
 AE3006.in October 2015.
 AE3006
 AE3006.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE3006.GEOID18 height accuracy estimate available here.
 AE3006
 AE3006.Click photographs - Photos may exist for this station.
 AE3006
 AE3006.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3006
 AE3006.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE3006
 AE3006.The ellipsoidal height was determined by GPS observations
 AE3006.and is referenced to NAD 83.
 AE3006
 AE3006.The dynamic height is computed by dividing the NAVD 88
 AE3006.geopotential number by the normal gravity value computed on the
 AE3006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE3006.degrees latitude (g = 980.6199 gals.).
 AE3006
 AE3006.The modeled gravity was interpolated from observed gravity values.
 AE3006
 AE3006. The following values were computed from the NAD 83(2011) position.
 AE3006
 AE3006;                    North         East     Units Scale Factor Converg.
 AE3006;SPC AR N     -    93,358.950   333,872.184   MT  0.99996158   -0 25 20.7
 AE3006;SPC AR N     -   306,295.16  1,095,378.99   sFT  0.99996158   -0 25 20.7
 AE3006;UTM  15      - 3,892,224.056   524,955.097   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  =   0.99959588
 AE3006
 AE3006_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU2495592224(NAD 83)
 AE3006
 AE3006                          SUPERSEDED SURVEY CONTROL
 AE3006
 AE3006  NAD 83(2007)-  35 10 21.54358(N)    092 43 33.41337(W) AD(2002.00) 0
 AE3006  ELLIP H (02/10/07)   75.149  (m)                       GP(2002.00)    
 AE3006  ELLIP H (07/20/01)   75.110  (m)                       GP(       ) 4 1
 AE3006  NAD 83(1997)-  35 10 21.54351(N)    092 43 33.41346(W) AD(       ) B
 AE3006  ELLIP H (09/19/97)   75.174  (m)                       GP(       ) 4 1
 AE3006  NAVD 88 (07/20/01)  103.6    (m)  GEOID99  model used  GPS OBS        
 AE3006  NAVD 88 (09/19/97)  103.7    (m)  GEOID96  model used  GPS OBS        
 AE3006
 AE3006.Superseded values are not recommended for survey control.
 AE3006
 AE3006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3006.See file dsdata.pdf to determine how the superseded data were derived.
 AE3006
 AE3006_MARKER: DD = SURVEY DISK
 AE3006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE3006_STAMPING: PJTC CAMPUS
 AE3006_MARK LOGO: ARGLS
 AE3006_PROJECTION: FLUSH
 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 - August 08, 2016
 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  HISTORY     - 20090602 GOOD             NGS
 AE3006  HISTORY     - 20110318 GOOD             MSSU
 AE3006  HISTORY     - 20160808 GOOD             MDSHA
 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.
 AE3006
 AE3006                          STATION RECOVERY (2009)
 AE3006
 AE3006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2009 (JBW)
 AE3006'RECOVERED IN GOOD CONDITION.
 AE3006'
 AE3006'NOTE-CAMPUS IS NO LONGER PETIT JEAN TECHNICAL COLLEGE.  IT IS NOW
 AE3006'UNIVERSITY OF ARKANSAS COMMUNITY COLLEGE AT MORRILTON.
 AE3006
 AE3006                          STATION RECOVERY (2011)
 AE3006
 AE3006'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2011 (KAD)
 AE3006'RECOVERED IN GOOD CONDITION.
 AE3006
 AE3006                          STATION RECOVERY (2016)
 AE3006
 AE3006'RECOVERY NOTE BY MARYLAND DOT HIGHWAY ADMINISTRATION 2016 (DDH)
 AE3006'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 EJ1938 ***********************************************************************
 EJ1938  DESIGNATION -  PLAINVIEW
 EJ1938  PID         -  EJ1938
 EJ1938  STATE/COUNTY-  AR/YELL
 EJ1938  COUNTRY     -  US
 EJ1938  USGS QUAD   -  PLAINVIEW (2017)
 EJ1938
 EJ1938                         *CURRENT SURVEY CONTROL
 EJ1938  ______________________________________________________________________
 EJ1938* NAD 83(1997) POSITION- 34 59 04.25220(N) 093 20 23.84433(W)   ADJUSTED
 EJ1938* NAVD 88 ORTHO HEIGHT -   117.0   (meters)      384.    (feet) VERTCON3
 EJ1938  ______________________________________________________________________
 EJ1938  GEOID HEIGHT    -        -29.389 (meters)                     GEOID18
 EJ1938  LAPLACE CORR    -          2.88  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1938.GEOID18 height accuracy estimate available here.
 EJ1938
 EJ1938.Click photographs - Photos may exist for this station.
 EJ1938
 EJ1938.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1938
 EJ1938. The following values were computed from the NAD 83(1997) position.
 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  =   0.99959811
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU6897271378(NAD 83)
 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(1993)-  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
 EJ1938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1938.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1938
 EJ1938_MARKER: DS = TRIANGULATION STATION DISK
 EJ1938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1938_STAMPING: PLAINVIEW 1956
 EJ1938_MARK LOGO: CGS
 EJ1938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1938+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0076 ***********************************************************************
 EJ0076  DESIGNATION -  PLANT
 EJ0076  PID         -  EJ0076
 EJ0076  STATE/COUNTY-  AR/PULASKI
 EJ0076  COUNTRY     -  US
 EJ0076  USGS QUAD   -  MCALMONT (2017)
 EJ0076
 EJ0076                         *CURRENT SURVEY CONTROL
 EJ0076  ______________________________________________________________________
 EJ0076* NAD 83(1997) POSITION- 34 46 21.59251(N) 092 11 15.70980(W)   ADJUSTED
 EJ0076* NAVD 88 ORTHO HEIGHT -    76.647 (meters)      251.47  (feet) ADJUSTED
 EJ0076  ______________________________________________________________________
 EJ0076  GEOID HEIGHT    -        -26.700 (meters)                     GEOID18
 EJ0076  LAPLACE CORR    -          0.28  (seconds)                    DEFLEC18
 EJ0076  DYNAMIC HEIGHT  -         76.576 (meters)      251.23  (feet) COMP
 EJ0076  MODELED GRAVITY -    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 and
 EJ0076.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0076.in June 1991.
 EJ0076
 EJ0076.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0076.GEOID18 height accuracy estimate available here.
 EJ0076
 EJ0076.Click photographs - Photos may exist for this station.
 EJ0076
 EJ0076.The Laplace correction was computed from DEFLEC18 derived deflections.
 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. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7432948133(NAD 83)
 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                             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  USSD        -  34 46 21.43200(N)    092 11 14.85000(W) AD(       ) 3
 EJ0076  NGVD 29 (??/??/92)   76.687  (m)          251.60   (f) ADJ UNCH    1 2
 EJ0076  NGVD 29              76.69   (m)          251.6    (f) LEVELING    3  
 EJ0076
 EJ0076.Superseded values are not recommended for survey control.
 EJ0076
 EJ0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0076.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0076
 EJ0076_MARKER: DS = TRIANGULATION STATION DISK
 EJ0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0076_STAMPING: PLANT 1916 1920
 EJ0076_MARK LOGO: CGS
 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             CGS
 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 COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0077 ***********************************************************************
 EJ0077  DESIGNATION -  PLANT RM
 EJ0077  PID         -  EJ0077
 EJ0077  STATE/COUNTY-  AR/PULASKI
 EJ0077  COUNTRY     -  US
 EJ0077  USGS QUAD   -  MCALMONT (2017)
 EJ0077
 EJ0077                         *CURRENT SURVEY CONTROL
 EJ0077  ______________________________________________________________________
 EJ0077* NAD 83(1986) POSITION- 34 46 21.10   (N) 092 11 16.32   (W)   HD_HELD1
 EJ0077* NAVD 88 ORTHO HEIGHT -    76.910 (meters)      252.33  (feet) ADJUSTED
 EJ0077  ______________________________________________________________________
 EJ0077  GEOID HEIGHT    -        -26.700 (meters)                     GEOID18
 EJ0077  DYNAMIC HEIGHT  -         76.839 (meters)      252.10  (feet) COMP
 EJ0077  MODELED GRAVITY -    979,708.0   (mgal)                       NAVD 88
 EJ0077
 EJ0077  VERT ORDER      -  FIRST     CLASS II
 EJ0077
 EJ0077.The horizontal coordinates were determined by differentially corrected
 EJ0077.hand held GPS observations or other comparable positioning techniques
 EJ0077.and have an estimated accuracy of +/- 3 meters.
 EJ0077
 EJ0077.The orthometric height was determined by differential leveling and
 EJ0077.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0077.in June 1991.
 EJ0077
 EJ0077.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0077.GEOID18 height accuracy estimate available here.
 EJ0077
 EJ0077.Click photographs - Photos may exist for this station.
 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     -   633,589.9     382,802.7     MT  (+/- 3 meters HH1 GPS) 
 EJ0077
 EJ0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7431348118(NAD 83)
 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
 EJ0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0077.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0077
 EJ0077_MARKER: H = DRILL HOLE
 EJ0077_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EJ0077_SP_SET: CULVERT HEADWALL
 EJ0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ0077+STABILITY: SURFACE MOTION
 EJ0077
 EJ0077  HISTORY     - Date     Condition        Report By
 EJ0077  HISTORY     - 1916     MONUMENTED       CGS
 EJ0077  HISTORY     - 1967     GOOD             CGS
 EJ0077  HISTORY     - 1984     GOOD             NGS
 EJ0077  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 EJ0077
 EJ0077                          STATION DESCRIPTION
 EJ0077
 EJ0077'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EJ0078 ***********************************************************************
 EJ0078  DESIGNATION -  PLANT RM 2
 EJ0078  PID         -  EJ0078
 EJ0078  STATE/COUNTY-  AR/PULASKI
 EJ0078  COUNTRY     -  US
 EJ0078  USGS QUAD   -  MCALMONT (2017)
 EJ0078
 EJ0078                         *CURRENT SURVEY CONTROL
 EJ0078  ______________________________________________________________________
 EJ0078* NAD 83(1986) POSITION- 34 46 21.40   (N) 092 11 16.44   (W)   HD_HELD1
 EJ0078* NAVD 88 ORTHO HEIGHT -    76.479 (meters)      250.91  (feet) ADJUSTED
 EJ0078  ______________________________________________________________________
 EJ0078  GEOID HEIGHT    -        -26.700 (meters)                     GEOID18
 EJ0078  DYNAMIC HEIGHT  -         76.408 (meters)      250.68  (feet) COMP
 EJ0078  MODELED GRAVITY -    979,708.0   (mgal)                       NAVD 88
 EJ0078
 EJ0078  VERT ORDER      -  FIRST     CLASS II
 EJ0078
 EJ0078.The horizontal coordinates were determined by differentially corrected
 EJ0078.hand held GPS observations or other comparable positioning techniques
 EJ0078.and have an estimated accuracy of +/- 3 meters.
 EJ0078
 EJ0078.The orthometric height was determined by differential leveling and
 EJ0078.adjusted by the NATIONAL GEODETIC SURVEY
 EJ0078.in June 1991.
 EJ0078
 EJ0078.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ0078.GEOID18 height accuracy estimate available here.
 EJ0078
 EJ0078.Click photographs - Photos may exist for this station.
 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     -   633,599.1     382,799.6     MT  (+/- 3 meters HH1 GPS) 
 EJ0078
 EJ0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7431048127(NAD 83)
 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
 EJ0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ0078.See file dsdata.pdf to determine how the superseded data were derived.
 EJ0078
 EJ0078_MARKER: DR = REFERENCE MARK DISK
 EJ0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ0078_STAMPING: PLANT NO 2 1916 1920
 EJ0078_MARK LOGO: CGS
 EJ0078_PROJECTION: RECESSED 10 CENTIMETERS
 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             CGS
 EJ0078  HISTORY     - 1984     GOOD             NGS
 EJ0078  HISTORY     - 1989     POOR             USPSQD
 EJ0078  HISTORY     - 1990     POOR             USPSQD
 EJ0078
 EJ0078                          STATION DESCRIPTION
 EJ0078
 EJ0078'DESCRIBED BY COAST AND 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 = MARCH 20, 2026 22:17:28 EDT
 EH2898 ***********************************************************************
 EH2898  DESIGNATION -  PLEASANT
 EH2898  PID         -  EH2898
 EH2898  STATE/COUNTY-  AR/LEE
 EH2898  COUNTRY     -  US
 EH2898  USGS QUAD   -  GARRETT GROVE (2017)
 EH2898
 EH2898                         *CURRENT SURVEY CONTROL
 EH2898  ______________________________________________________________________
 EH2898* NAD 83(1997) POSITION- 34 49 44.41065(N) 091 06 01.48363(W)   ADJUSTED
 EH2898* NAVD 88 ORTHO HEIGHT -    58.    (meters)      190.    (feet) SCALED
 EH2898  ______________________________________________________________________
 EH2898  GEOID HEIGHT    -        -26.786 (meters)                     GEOID18
 EH2898  LAPLACE CORR    -          0.56  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EH2898.GEOID18 height accuracy estimate available here.
 EH2898
 EH2898.Click photographs - Photos may exist for this station.
 EH2898
 EH2898.The Laplace correction was computed from DEFLEC18 derived deflections.
 EH2898
 EH2898. The following values were computed from the NAD 83(1997) position.
 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;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     -   0.99999510  x   1.00001450  =   1.00000960
 EH2898!UTM  15      -   0.99999510  x   0.99997193  =   0.99996703
 EH2898
 EH2898:                Primary Azimuth Mark                     Grid Az
 EH2898:SPC AR S     -  PLEASANT AZ MK                           180 14 45.8
 EH2898:UTM  15      -  PLEASANT AZ MK                           179 39 51.7
 EH2898
 EH2898_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU7371155725(NAD 83)
 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(1993)-  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
 EH2898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EH2898.See file dsdata.pdf to determine how the superseded data were derived.
 EH2898
 EH2898_MARKER: DS = TRIANGULATION STATION DISK
 EH2898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EH2898_STAMPING: PLEASANT 1965
 EH2898_MARK LOGO: CGS
 EH2898_PROJECTION: FLUSH
 EH2898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EH2898+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EJ1961 ***********************************************************************
 EJ1961  DESIGNATION -  PLEASANT
 EJ1961  PID         -  EJ1961
 EJ1961  STATE/COUNTY-  AR/HOT SPRING
 EJ1961  COUNTRY     -  US
 EJ1961  USGS QUAD   -  BISMARCK (2017)
 EJ1961
 EJ1961                         *CURRENT SURVEY CONTROL
 EJ1961  ______________________________________________________________________
 EJ1961* NAD 83(1997) POSITION- 34 21 09.60556(N) 093 09 26.24782(W)   ADJUSTED
 EJ1961* NAVD 88 ORTHO HEIGHT -   390.1   (meters)     1280.    (feet) VERTCON3
 EJ1961  ______________________________________________________________________
 EJ1961  GEOID HEIGHT    -        -27.147 (meters)                     GEOID18
 EJ1961  LAPLACE CORR    -          3.21  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EJ1961.GEOID18 height accuracy estimate available here.
 EJ1961
 EJ1961.Click photographs - Photos may exist for this station.
 EJ1961
 EJ1961.The Laplace correction was computed from DEFLEC18 derived deflections.
 EJ1961
 EJ1961. The following values were computed from the NAD 83(1997) position.
 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     -  PLEASANT AZ MK RESET                     347 10 54.5
 EJ1961:UTM  15      -  PLEASANT AZ MK RESET                     346 37 22.2
 EJ1961
 EJ1961_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU8553401271(NAD 83)
 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
 EJ1961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EJ1961.See file dsdata.pdf to determine how the superseded data were derived.
 EJ1961
 EJ1961_MARKER: DS = TRIANGULATION STATION DISK
 EJ1961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EJ1961_STAMPING: PLEASANT 1940
 EJ1961_MARK LOGO: CGS
 EJ1961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EJ1961+STABILITY: SURFACE MOTION
 EJ1961
 EJ1961  HISTORY     - Date     Condition        Report By
 EJ1961  HISTORY     - 1940     MONUMENTED       CGS
 EJ1961  HISTORY     - 1956     GOOD             CGS
 EJ1961  HISTORY     - 1957     GOOD             CGS
 EJ1961  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 EJ1961  HISTORY     - 20101107 MARK NOT FOUND   GEOCAC
 EJ1961
 EJ1961                          STATION DESCRIPTION
 EJ1961
 EJ1961'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (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.
 EJ1961
 EJ1961                          STATION RECOVERY (2010)
 EJ1961
 EJ1961'RECOVERY NOTE BY GEOCACHING 2010 (LPC)
 EJ1961'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FE2679 ***********************************************************************
 FE2679  DESIGNATION -  PLUM
 FE2679  PID         -  FE2679
 FE2679  STATE/COUNTY-  AR/MISSISSIPPI
 FE2679  COUNTRY     -  US
 FE2679  USGS QUAD   -  OSCEOLA (2017)
 FE2679
 FE2679                         *CURRENT SURVEY CONTROL
 FE2679  ______________________________________________________________________
 FE2679* NAD 83(1997) POSITION- 35 40 45.53435(N) 089 57 28.90440(W)   ADJUSTED
 FE2679* NAVD 88 ORTHO HEIGHT -    82.3   (meters)      270.    (feet) VERTCON3
 FE2679  ______________________________________________________________________
 FE2679  GEOID HEIGHT    -        -27.669 (meters)                     GEOID18
 FE2679  LAPLACE CORR    -          1.07  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE2679.GEOID18 height accuracy estimate available here.
 FE2679
 FE2679.Click photographs - Photos may exist for this station.
 FE2679
 FE2679.The Laplace correction was computed from DEFLEC18 derived deflections.
 FE2679
 FE2679. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999142  x   0.99993731  =   0.99992873
 FE2679!SPC TN       -   0.99999142  x   0.99995203  =   0.99994345
 FE2679!UTM  16      -   0.99999142  x   1.00048327  =   1.00047469
 FE2679!UTM  15      -   0.99999142  x   1.00053414  =   1.00052555
 FE2679
 FE2679:                Primary Azimuth Mark                     Grid Az
 FE2679:SPC AR N     -  PLUM AZ MK                               340 56 33.2
 FE2679:SPC TN       -  PLUM AZ MK                               344 26 52.7
 FE2679:UTM  16      -  PLUM AZ MK                               343 51 25.4
 FE2679:UTM  15      -  PLUM AZ MK                               340 21 19.6
 FE2679
 FE2679_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3228652413(NAD 83)
 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(1995)-  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
 FE2679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2679.See file dsdata.pdf to determine how the superseded data were derived.
 FE2679
 FE2679_MARKER: DH = HORIZONTAL CONTROL DISK
 FE2679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2679_STAMPING: PLUM 1979
 FE2679_MARK LOGO: NGS
 FE2679_PROJECTION: FLUSH
 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 - August 04, 2008
 FE2679
 FE2679  HISTORY     - Date     Condition        Report By
 FE2679  HISTORY     - 1979     MONUMENTED       NGS
 FE2679  HISTORY     - 20000926 GOOD             USACE
 FE2679  HISTORY     - 20080729 GOOD             USACE
 FE2679  HISTORY     - 20080804 GOOD             USACE
 FE2679
 FE2679                          STATION DESCRIPTION
 FE2679
 FE2679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (LHW)
 FE2679'THE STATION IS LOCATED ABOUT 1.6 KM (1 MI) SOUTH OF OSCEOLA AND ON TOP
 FE2679'OF THE MAIN LEVEE ON THE WEST SIDE OF MISSISSIPPI RIVER.  THE LEVEE IS
 FE2679'ABOUT 0.8 KM (0.5 MI) WEST OF THE RIVER.  PERMISSION FOR THE STATION
 FE2679'WAS GRANTED BY CHIEF ENGINEER BURRELL B. FAIR OF THE ST. FRANCIS LEVEE
 FE2679'DISTRICT.  P.O. BOX 308, WEST MEMPHIS, ARKANSAS, PHONE 501/735-1062.
 FE2679'
 FE2679'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 61 AND STATE
 FE2679'HIGHWAY 240 AT THE SOUTHWEST EDGE OF OSCEOLA, GO EAST ON U.S. HIGHWAY
 FE2679'61 FOR 1.0 KM (0.6 MI) TO WHERE U.S. HIGHWAY 61 TURNS LEFT AND GOES
 FE2679'NORTH.  CONTINUE EAST ON WEST KEISEL STREET FOR 0.6 KM (0.4 MI) TO THE
 FE2679'THE JUNCTION OF CHESTNUT STREET.  TURN RIGHT AND GO SOUTH ON CHESTNUT
 FE2679'STREET FOR 0.8 KM (0.5 MI) TO A PAVED SIDE ROAD ON THE LEFT.  TURN
 FE2679'LEFT AND GO EASTERLY FOR 0.4 KM (0.25 MI) TO TOP OF THE LEVEE AND A
 FE2679'LOCKED GATE ON THE RIGHT.  TURN RIGHT, THRU GATE, AND GO 0.3 KM
 FE2679'(0.2 MI) TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE AHEAD ON THE
 FE2679'LEVEE ROAD FOR 0.7 KM (0.45 MI) TO THE STATION ON THE RIGHT AT CURVE
 FE2679'IN THE THE LEVEE.
 FE2679'
 FE2679'THE STATION IS A STANDARD NGS DISK STAMPED ---PLUM 1979---, SET INTO
 FE2679'THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH
 FE2679'GROUND.  IT IS LOCATED 5.9 METERS SOUTH FROM CENTER OF LEVEE ROAD AND
 FE2679'1.6 METERS SOUTH FROM A METAL WITNESS POST.  THE UNDERGROUND MARK IS A
 FE2679'STANDARD NGS DISK STAMPED ---PLUM 1979---, SET INTO AN IRREGULAR MASS
 FE2679'OF CONCRETE 1 METER BELOW THE SURFACE.
 FE2679'
 FE2679'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK STAMPED
 FE2679'---PLUM NO 1---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM
 FE2679'IN DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 4.9 METERS NORTH FROM
 FE2679'CENTER OF LEVEE ROAD AND 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 STAMPED
 FE2679'---PLUM NO 2 1979---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 FE2679'CM IN DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 3.9 METERS NORTHWEST
 FE2679'FROM CENTER OF LEVEE ROAD AND 0.5 METER SOUTH FROM A METAL WITNESS
 FE2679'POST.  MARK IS BELOW STATION 0.5 METER.
 FE2679'
 FE2679'AZIMUTH MARK NUMBER 1 IS A STANDARD NGS DISK STAMPED ---PLUM 1979---,
 FE2679'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH
 FE2679'WITH GROUND.  IT IS LOCATED 3.5 METERS WEST FROM CENTER OF LEVEE ROAD
 FE2679'AND 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 ARMY CORPS OF ENGINEERS 2000 (JMH)
 FE2679'RECOVERED IN GOOD CONDITION.
 FE2679
 FE2679                          STATION RECOVERY (2008)
 FE2679
 FE2679'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2008 (DLB)
 FE2679'RECOVERED IN GOOD CONDITION.
 FE2679
 FE2679                          STATION RECOVERY (2008)
 FE2679
 FE2679'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2008 (DLB)
 FE2679'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FE2684 ***********************************************************************
 FE2684  DESIGNATION -  PLUM AZ MK
 FE2684  PID         -  FE2684
 FE2684  STATE/COUNTY-  AR/MISSISSIPPI
 FE2684  COUNTRY     -  US
 FE2684  USGS QUAD   -  OSCEOLA (2017)
 FE2684
 FE2684                         *CURRENT SURVEY CONTROL
 FE2684  ______________________________________________________________________
 FE2684* NAD 83(1997) POSITION- 35 41 07.49531(N) 089 57 37.58277(W)   ADJUSTED
 FE2684* NAVD 88 ORTHO HEIGHT -    81.471 (meters)      267.29  (feet) ADJUSTED
 FE2684  ______________________________________________________________________
 FE2684  GEOID HEIGHT    -        -27.678 (meters)                     GEOID18
 FE2684  LAPLACE CORR    -          1.00  (seconds)                    DEFLEC18
 FE2684  DYNAMIC HEIGHT  -         81.401 (meters)      267.06  (feet) COMP
 FE2684  MODELED GRAVITY -    979,779.8   (mgal)                       NAVD 88
 FE2684
 FE2684  HORZ ORDER      -  SECOND
 FE2684  VERT ORDER      -  FIRST     CLASS II
 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 orthometric height was determined by differential leveling and
 FE2684.adjusted by the NATIONAL GEODETIC SURVEY
 FE2684.in June 2020.
 FE2684
 FE2684.Significant digits in the geoid height do not necessarily reflect accuracy.
 FE2684.GEOID18 height accuracy estimate available here.
 FE2684
 FE2684.Click photographs - Photos may exist for this station.
 FE2684
 FE2684.The Laplace correction was computed from DEFLEC18 derived deflections.
 FE2684
 FE2684.The dynamic height is computed by dividing the NAVD 88
 FE2684.geopotential number by the normal gravity value computed on the
 FE2684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FE2684.degrees latitude (g = 980.6199 gals.).
 FE2684
 FE2684.The modeled gravity was interpolated from observed gravity values.
 FE2684
 FE2684. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999156  x   0.99993749  =   0.99992905
 FE2684!SPC TN       -   0.99999156  x   0.99995175  =   0.99994331
 FE2684!UTM  16      -   0.99999156  x   1.00048458  =   1.00047613
 FE2684!UTM  15      -   0.99999156  x   1.00053251  =   1.00052406
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBE3208853096(NAD 83)
 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(1995)-  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
 FE2684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FE2684.See file dsdata.pdf to determine how the superseded data were derived.
 FE2684
 FE2684_MARKER: DZ = AZIMUTH MARK DISK
 FE2684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FE2684_STAMPING: PLUM 1979
 FE2684_MARK LOGO: NGS
 FE2684_PROJECTION: FLUSH
 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 17, 2019
 FE2684
 FE2684  HISTORY     - Date     Condition        Report By
 FE2684  HISTORY     - 1979     MONUMENTED       NGS
 FE2684  HISTORY     - 20050428 GOOD             USACE
 FE2684  HISTORY     - 20190417 GOOD             ARHD
 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.
 FE2684
 FE2684                          STATION RECOVERY (2019)
 FE2684
 FE2684'RECOVERY NOTE BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2019 (JDH)
 FE2684'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1739 ***********************************************************************
 FG1739  DESIGNATION -  PLUMERVILLE
 FG1739  PID         -  FG1739
 FG1739  STATE/COUNTY-  AR/CONWAY
 FG1739  COUNTRY     -  US
 FG1739  USGS QUAD   -  MENIFEE (2017)
 FG1739
 FG1739                         *CURRENT SURVEY CONTROL
 FG1739  ______________________________________________________________________
 FG1739* NAD 83(1997) POSITION- 35 10 09.05088(N) 092 36 07.87155(W)   ADJUSTED
 FG1739* NAVD 88 ORTHO HEIGHT -   158.    (meters)      518.    (feet) SCALED
 FG1739  ______________________________________________________________________
 FG1739  GEOID HEIGHT    -        -28.347 (meters)                     GEOID18
 FG1739  LAPLACE CORR    -          2.71  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1739.GEOID18 height accuracy estimate available here.
 FG1739
 FG1739.Click photographs - Photos may exist for this station.
 FG1739
 FG1739.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1739
 FG1739. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 FG1739:SPC AR N     -  PISGAH FORESTRY COMM LOT 18 5            115 00 54.0
 FG1739:UTM  15      -  PISGAH FORESTRY COMM LOT 18 5            114 26 07.6
 FG1739
 FG1739_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU3622691877(NAD 83)
 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
 FG1739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1739.See file dsdata.pdf to determine how the superseded data were derived.
 FG1739
 FG1739_MARKER: DS = TRIANGULATION STATION DISK
 FG1739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1739_STAMPING: PLUMERVILLE 1940
 FG1739_MARK LOGO: CGS
 FG1739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1739+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0842 ***********************************************************************
 GE0842  DESIGNATION -  POCA
 GE0842  PID         -  GE0842
 GE0842  STATE/COUNTY-  AR/RANDOLPH
 GE0842  COUNTRY     -  US
 GE0842  USGS QUAD   -  RAVENDEN SPRINGS SE (2017)
 GE0842
 GE0842                         *CURRENT SURVEY CONTROL
 GE0842  ______________________________________________________________________
 GE0842* NAD 83(1997) POSITION- 36 15 30.90871(N) 091 01 42.36986(W)   ADJUSTED
 GE0842* NAVD 88 ORTHO HEIGHT -   147.    (meters)      482.    (feet) SCALED
 GE0842  ______________________________________________________________________
 GE0842  GEOID HEIGHT    -        -28.287 (meters)                     GEOID18
 GE0842  LAPLACE CORR    -         -0.10  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0842.GEOID18 height accuracy estimate available here.
 GE0842
 GE0842.Click photographs - Photos may exist for this station.
 GE0842
 GE0842.The Laplace correction was computed from DEFLEC18 derived deflections.
 GE0842
 GE0842. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 GE0842:SPC AR N     -  POCA AZ MK                               181 24 55.3
 GE0842:UTM  15      -  POCA AZ MK                               180 48 51.8
 GE0842
 GE0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA7712114432(NAD 83)
 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
 GE0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0842.See file dsdata.pdf to determine how the superseded data were derived.
 GE0842
 GE0842_MARKER: DS = TRIANGULATION STATION DISK
 GE0842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0842_STAMPING: POCA 1955
 GE0842_MARK LOGO: CGS
 GE0842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0842+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 GE0844 ***********************************************************************
 GE0844  DESIGNATION -  POCA 2
 GE0844  PID         -  GE0844
 GE0844  STATE/COUNTY-  AR/RANDOLPH
 GE0844  COUNTRY     -  US
 GE0844  USGS QUAD   -  RAVENDEN SPRINGS SE (2017)
 GE0844
 GE0844                         *CURRENT SURVEY CONTROL
 GE0844  ______________________________________________________________________
 GE0844* NAD 83(1997) POSITION- 36 15 30.87950(N) 091 01 41.93941(W)   NO CHECK
 GE0844* NAVD 88 ORTHO HEIGHT -   147.    (meters)      482.    (feet) SCALED
 GE0844  ______________________________________________________________________
 GE0844  GEOID HEIGHT    -        -28.287 (meters)                     GEOID18
 GE0844  LAPLACE CORR    -         -0.10  (seconds)                    DEFLEC18
 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
 GE0844.No horizontal observational check was made to the station.
 GE0844
 GE0844.The orthometric height was scaled from a topographic map.
 GE0844
 GE0844.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE0844.GEOID18 height accuracy estimate available here.
 GE0844
 GE0844.Click photographs - Photos may exist for this station.
 GE0844
 GE0844.The Laplace correction was computed from DEFLEC18 derived deflections.
 GE0844
 GE0844. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 GE0844:SPC AR N     -  POCA AZ MK                               182 59 41.9
 GE0844:UTM  15      -  POCA AZ MK                               182 23 38.3
 GE0844
 GE0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA7713114432(NAD 83)
 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
 GE0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE0844.See file dsdata.pdf to determine how the superseded data were derived.
 GE0844
 GE0844_MARKER: DS = TRIANGULATION STATION DISK
 GE0844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE0844_STAMPING: POCA 2 1968
 GE0844_MARK LOGO: CGS
 GE0844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE0844+STABILITY: SURFACE MOTION
 GE0844_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GE0844+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2008
 GE0844
 GE0844  HISTORY     - Date     Condition        Report By
 GE0844  HISTORY     - 1968     MONUMENTED       CGS
 GE0844  HISTORY     - 20080402 GOOD             INDIV
 GE0844  HISTORY     - 20100616 GOOD             GEOCAC
 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.
 GE0844
 GE0844                          STATION RECOVERY (2008)
 GE0844
 GE0844'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (JDB)
 GE0844'RECOVERED IN GOOD CONDITION.
 GE0844
 GE0844                          STATION RECOVERY (2010)
 GE0844
 GE0844'RECOVERY NOTE BY GEOCACHING 2010 (ACM)
 GE0844'RECOVERED IN GOOD CONDITION, AS DESCRIBED.
 GE0844'THE REFERENCE MARKS WERE NOT SEARCHED FOR.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GE1061 ***********************************************************************
 GE1061  DESIGNATION -  POCAHONTAS
 GE1061  PID         -  GE1061
 GE1061  STATE/COUNTY-  AR/RANDOLPH
 GE1061  COUNTRY     -  US
 GE1061  USGS QUAD   -  POCAHONTAS (2017)
 GE1061
 GE1061                         *CURRENT SURVEY CONTROL
 GE1061  ______________________________________________________________________
 GE1061* NAD 83(1997) POSITION- 36 16 19.42785(N) 090 58 24.17671(W)   ADJUSTED
 GE1061* NAVD 88 ORTHO HEIGHT -   119.    (meters)      390.    (feet) SCALED
 GE1061  ______________________________________________________________________
 GE1061  GEOID HEIGHT    -        -28.316 (meters)                     GEOID18
 GE1061  LAPLACE CORR    -         -0.80  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE1061.GEOID18 height accuracy estimate available here.
 GE1061
 GE1061.Click photographs - Photos may exist for this station.
 GE1061
 GE1061.The Laplace correction was computed from DEFLEC18 derived deflections.
 GE1061
 GE1061. The following values were computed from the NAD 83(1997) position.
 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 AZ MK                         133 13 37.1
 GE1061:UTM  15      -  POCAHONTAS AZ MK                         132 37 30.2
 GE1061
 GE1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA8203616030(NAD 83)
 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
 GE1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1061.See file dsdata.pdf to determine how the superseded data were derived.
 GE1061
 GE1061_MARKER: DS = TRIANGULATION STATION DISK
 GE1061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GE1061_STAMPING: POCAHONTAS 1955
 GE1061_MARK LOGO: CGS
 GE1061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GE1061+STABILITY: SURFACE MOTION
 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  HISTORY     - 20100616 GOOD             GEOCAC
 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.
 GE1061
 GE1061                          STATION RECOVERY (2010)
 GE1061
 GE1061'RECOVERY NOTE BY GEOCACHING 2010 (ACM)
 GE1061'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GE1058 ***********************************************************************
 GE1058  DESIGNATION -  POCAHONTAS CITY HALL CUPOLA
 GE1058  PID         -  GE1058
 GE1058  STATE/COUNTY-  AR/RANDOLPH
 GE1058  COUNTRY     -  US
 GE1058  USGS QUAD   -  POCAHONTAS (2017)
 GE1058
 GE1058                         *CURRENT SURVEY CONTROL
 GE1058  ______________________________________________________________________
 GE1058* NAD 83(1997) POSITION- 36 15 40.94467(N) 090 58 12.57364(W)   ADJUSTED
 GE1058  ______________________________________________________________________
 GE1058  GEOID HEIGHT    -        -28.304 (meters)                     GEOID18
 GE1058  LAPLACE CORR    -         -0.75  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE1058.GEOID18 height accuracy estimate available here.
 GE1058
 GE1058.Click photographs - Photos may exist for this station.
 GE1058
 GE1058.The Laplace correction was computed from DEFLEC18 derived deflections.
 GE1058
 GE1058. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA8235014850(NAD 83)
 GE1058
 GE1058                          SUPERSEDED SURVEY CONTROL
 GE1058
 GE1058  NAD 83(1986)-  36 15 40.95360(N)    090 58 12.57334(W) AD(       ) 3
 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
 GE1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1058.See file dsdata.pdf to determine how the superseded data were derived.
 GE1058
 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 = MARCH 20, 2026 22:17:28 EDT
 GE1057 ***********************************************************************
 GE1057  DESIGNATION -  POCAHONTAS RADIO STA KPOC MAST
 GE1057  PID         -  GE1057
 GE1057  STATE/COUNTY-  AR/RANDOLPH
 GE1057  COUNTRY     -  US
 GE1057  USGS QUAD   -  POCAHONTAS (2017)
 GE1057
 GE1057                         *CURRENT SURVEY CONTROL
 GE1057  ______________________________________________________________________
 GE1057* NAD 83(1997) POSITION- 36 16 37.43746(N) 090 57 16.61018(W)   ADJUSTED
 GE1057  ______________________________________________________________________
 GE1057  GEOID HEIGHT    -        -28.331 (meters)                     GEOID18
 GE1057  LAPLACE CORR    -         -0.84  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE1057.GEOID18 height accuracy estimate available here.
 GE1057
 GE1057.Click photographs - Photos may exist for this station.
 GE1057
 GE1057.The Laplace correction was computed from DEFLEC18 derived deflections.
 GE1057
 GE1057. The following values were computed from the NAD 83(1997) position.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA8371016620(NAD 83)
 GE1057
 GE1057                          SUPERSEDED SURVEY CONTROL
 GE1057
 GE1057  NAD 83(1986)-  36 16 37.44616(N)    090 57 16.61002(W) AD(       ) 3
 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
 GE1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1057.See file dsdata.pdf to determine how the superseded data were derived.
 GE1057
 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 = MARCH 20, 2026 22:17:28 EDT
 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  COUNTRY     -  US
 GE1193  USGS QUAD   -  MANSON (2017)
 GE1193
 GE1193                         *CURRENT SURVEY CONTROL
 GE1193  ______________________________________________________________________
 GE1193* NAD 83(2011) POSITION- 36 14 43.65703(N) 090 57 20.48578(W)   ADJUSTED
 GE1193* NAD 83(2011) ELLIP HT-    54.582 (meters)        (06/27/12)   ADJUSTED
 GE1193* NAD 83(2011) EPOCH   -  2010.00
 GE1193* NAVD 88 ORTHO HEIGHT -    82.87  (meters)      271.9   (feet) GPS OBS
 GE1193  ______________________________________________________________________
 GE1193  GEOID HEIGHT    -        -28.289 (meters)                     GEOID18
 GE1193  NAD 83(2011) X  -    -85,897.510 (meters)                     COMP
 GE1193  NAD 83(2011) Y  - -5,149,269.983 (meters)                     COMP
 GE1193  NAD 83(2011) Z  -  3,750,224.449 (meters)                     COMP
 GE1193  LAPLACE CORR    -         -0.63  (seconds)                    DEFLEC18
 GE1193
 GE1193  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 GE1193  Standards:
 GE1193         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 GE1193            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 GE1193  -------------------------------------------------------------------
 GE1193  NETWORK    0.41   0.74           0.18   0.15   0.38     -0.02203613
 GE1193  -------------------------------------------------------------------
 GE1193  Click here for local accuracies and other accuracy information.
 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 June 2012.
 GE1193
 GE1193.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 GE1193.been affixed to the stable North American tectonic plate. See 
 GE1193.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 GE1193
 GE1193.The horizontal coordinates are valid at the epoch date displayed above
 GE1193.which is a decimal equivalence of Year/Month/Day.
 GE1193
 GE1193.The orthometric height was determined by GPS observations and a
 GE1193.high-resolution geoid model.
 GE1193
 GE1193.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE1193.GEOID18 height accuracy estimate available here.
 GE1193
 GE1193.Click photographs - Photos may exist for this station.
 GE1193
 GE1193.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GE1193
 GE1193.The Laplace correction was computed from DEFLEC18 derived deflections.
 GE1193
 GE1193.The ellipsoidal height was determined by GPS observations
 GE1193.and is referenced to NAD 83.
 GE1193
 GE1193. The following values were computed from the NAD 83(2011) position.
 GE1193
 GE1193;                    North         East     Units Scale Factor Converg.
 GE1193;SPC AR N     -   212,639.420   493,864.609   MT  1.00000242   +0 36 27.7
 GE1193;SPC AR N     -   697,634.50  1,620,287.47   sFT  1.00000242   +0 36 27.7
 GE1193;UTM  15      - 4,013,112.127   683,687.924   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 45.8
 GE1193:UTM  15      -  POCAPORT AZ MK                           181 21 41.0
 GE1193
 GE1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA8368713112(NAD 83)
 GE1193
 GE1193|---------------------------------------------------------------------|
 GE1193| PID    Reference Object                     Distance      Geod. Az  |
 GE1193|                                                           dddmmss.s |
 GE1193| GE1194 POCAPORT AZ MK                      APPROX. 0.6 KM 1823413.5 |
 GE1193|---------------------------------------------------------------------|
 GE1193
 GE1193                          SUPERSEDED SURVEY CONTROL
 GE1193
 GE1193  NAD 83(2007)-  36 14 43.65703(N)    090 57 20.48674(W) AD(2002.00) 0
 GE1193  ELLIP H (02/10/07)   54.603  (m)                       GP(2002.00)    
 GE1193  NAD 83(1997)-  36 14 43.65699(N)    090 57 20.48643(W) AD(       ) A
 GE1193  ELLIP H (08/06/02)   54.610  (m)                       GP(       ) 2 2
 GE1193  ELLIP H (07/20/01)   54.605  (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)   54.618  (m)                       GP(       ) 4 1
 GE1193  NAD 83(1986)-  36 14 43.66697(N)    090 57 20.48876(W) AD(       ) 1
 GE1193  NAVD 88 (03/22/05)   82.96   (m)  GEOID03  model used  GPS OBS        
 GE1193  NAVD 88 (07/20/01)   82.88   (m)  GEOID99  model used  GPS OBS        
 GE1193  NAVD 88 (09/19/97)   82.86   (m)  GEOID96  model used  GPS OBS        
 GE1193  NGVD 29 (11/13/90)   82.91   (m)  RAPSU86  model used  GPS OBS        
 GE1193
 GE1193.Superseded values are not recommended for survey control.
 GE1193
 GE1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1193.See file dsdata.pdf to determine how the superseded data were derived.
 GE1193
 GE1193_MARKER: I = METAL ROD
 GE1193_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 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 - March 14, 2008
 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  HISTORY     - 20080314 GOOD             INDIV
 GE1193
 GE1193                          STATION DESCRIPTION
 GE1193
 GE1193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 GE1193'THE STATION IS LOCATED ABOUT 20.9 KM (13.0 MI) NORTHEAST OF IMBODEN,
 GE1193'19.3 KM (12.0 MI) NORTH OF WALNUT RIDGE, AND 3.1 KM (1.9 MI)
 GE1193'SOUTHEAST OF POCAHONTAS.  AT THE POCAHONTAS MUNICIPAL AIPORT.
 GE1193'OWNERSHIP--CITY OF POCAHONTAS AR 72455.  AIPORT MANAGER IS JOSEPH
 GE1193'ROBINSON, RTE 1 BOX 68, POCAHONTAS AR 72455.  PHONE IS 501-892-5606 OR
 GE1193'HOME 501-892-9219.  OR MURRY GRIDER (AIRPORT BOARD) 501-892-2521 OR
 GE1193'501-892-9212.
 GE1193'
 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'
 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.
 GE1193'
 GE1193'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 62 AND 67 IN POCAHONTAS,
 GE1193'GO SOUTH ON HIGHWAY 67 FOR 1.87 KM (1.15 MI) TO THE PAVED AIRPORT
 GE1193'ENTRANCE ROAD ON THE LEFT. TURN LEFT, EAST ON THE ROAD FOR 0.11 KM
 GE1193'(0.05 MI) TO A GATE ON THE NORTH SIDE OF THE AIRPORT OFFICE AND FIRE
 GE1193'DEPARTMENT.  PASS THROUGH THE GATE AND BEAR RIGHT, EAST-SOUTHEAST
 GE1193'ACROSS THE APRON FOR 0.08 KM (0.05 MI) TO THE JUNCTION OF THE PARALLEL
 GE1193'TAXIWAY AND A CONNECTOR TAXIWAY AND THE STATION ON THE RIGHT.
 GE1193'
 GE1193'THE STATION IS A PUNCH HOLE ON THE TOP CENTER OF A STAINLESS STEEL ROD
 GE1193'IN A 2.5 CM GREASE-FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC
 GE1193'PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.
 GE1193'IT IS 43.3 M (142.1 FT) WEST OF THE RUNWAY CENTER, 29.7 M (97.4 FT)
 GE1193'EAST OF THE PARALLEL TAXIWAY CENTER, 17.6 M (57.7 FT) SOUTH OF THE
 GE1193'CONNECTOR TAXIWAY CENTER, 14.3 M (46.9 FT) WEST-SOUTHWEST OF THE
 GE1193'SOUTHWEST CORNER OF A TAXIWAY INDICATOR SIGN AND 0.3 M (1.0 FT) WEST
 GE1193'OF A 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                          STATION RECOVERY (2008)
 GE1193
 GE1193'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (ES)
 GE1193'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GE1194 ***********************************************************************
 GE1194  DESIGNATION -  POCAPORT AZ MK
 GE1194  PID         -  GE1194
 GE1194  STATE/COUNTY-  AR/RANDOLPH
 GE1194  COUNTRY     -  US
 GE1194  USGS QUAD   -  MANSON (2017)
 GE1194
 GE1194                         *CURRENT SURVEY CONTROL
 GE1194  ______________________________________________________________________
 GE1194* NAD 83(1997) POSITION- 36 14 25.07495(N) 090 57 21.51707(W)   ADJUSTED
 GE1194* NAD 83(1997) ELLIP HT-    54.215 (meters)        (09/24/01)   ADJUSTED
 GE1194* NAVD 88 ORTHO HEIGHT -    82.6   (meters)      271.    (feet) VERTCON3
 GE1194  ______________________________________________________________________
 GE1194  GEOID HEIGHT    -        -28.282 (meters)                     GEOID18
 GE1194  NAD 83(1997) X  -    -85,928.901 (meters)                     COMP
 GE1194  NAD 83(1997) Y  - -5,149,607.834 (meters)                     COMP
 GE1194  NAD 83(1997) Z  -  3,749,762.287 (meters)                     COMP
 GE1194  LAPLACE CORR    -         -0.62  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GE1194.GEOID18 height accuracy estimate available here.
 GE1194
 GE1194.Click photographs - Photos may exist for this station.
 GE1194
 GE1194.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GE1194
 GE1194.The Laplace correction was computed from DEFLEC18 derived deflections.
 GE1194
 GE1194.The ellipsoidal height was determined by GPS observations
 GE1194.and is referenced to NAD 83.
 GE1194
 GE1194. The following values were computed from the NAD 83(1997) position.
 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 45.8
 GE1194:UTM  15      -  POCAPORT                                 001 21 41.5
 GE1194
 GE1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXA8367412538(NAD 83)
 GE1194
 GE1194|---------------------------------------------------------------------|
 GE1194| PID    Reference Object                     Distance      Geod. Az  |
 GE1194|                                                           dddmmss.s |
 GE1194| GE1193 POCAPORT                            APPROX. 0.6 KM 0023412.9 |
 GE1194|---------------------------------------------------------------------|
 GE1194
 GE1194                          SUPERSEDED SURVEY CONTROL
 GE1194
 GE1194  ELLIP H (09/14/99)   54.228  (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)  RAPSU86  model used  GPS OBS        
 GE1194
 GE1194.Superseded values are not recommended for survey control.
 GE1194
 GE1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GE1194.See file dsdata.pdf to determine how the superseded data were derived.
 GE1194
 GE1194_MARKER: I = METAL ROD
 GE1194_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 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 = MARCH 20, 2026 22:17:28 EDT
 FF2116 ***********************************************************************
 FF2116  DESIGNATION -  POIN
 FF2116  PID         -  FF2116
 FF2116  STATE/COUNTY-  AR/POINSETT
 FF2116  COUNTRY     -  US
 FF2116  USGS QUAD   -  MCCORMICK (2017)
 FF2116
 FF2116                         *CURRENT SURVEY CONTROL
 FF2116  ______________________________________________________________________
 FF2116* NAD 83(1997) POSITION- 35 32 49.75687(N) 090 36 19.19291(W)   ADJUSTED
 FF2116* NAVD 88 ORTHO HEIGHT -    64.    (meters)      210.    (feet) SCALED
 FF2116  ______________________________________________________________________
 FF2116  GEOID HEIGHT    -        -27.667 (meters)                     GEOID18
 FF2116  LAPLACE CORR    -         -1.06  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF2116.GEOID18 height accuracy estimate available here.
 FF2116
 FF2116.Click photographs - Photos may exist for this station.
 FF2116
 FF2116.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF2116
 FF2116. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999428  x   0.99993614  =   0.99993043
 FF2116!UTM  15      -   0.99999428  x   1.00018071  =   1.00017499
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV1707336361(NAD 83)
 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(1995)-  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
 FF2116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF2116.See file dsdata.pdf to determine how the superseded data were derived.
 FF2116
 FF2116_MARKER: DS = TRIANGULATION STATION DISK
 FF2116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF2116_STAMPING: POIN 1954
 FF2116_MARK LOGO: CGS
 FF2116_PROJECTION: RECESSED 38 CENTIMETERS
 FF2116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF2116+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FF1852 ***********************************************************************
 FF1852  DESIGNATION -  POINT
 FF1852  PID         -  FF1852
 FF1852  STATE/COUNTY-  AR/WHITE
 FF1852  COUNTRY     -  US
 FF1852  USGS QUAD   -  WEST POINT (2017)
 FF1852
 FF1852                         *CURRENT SURVEY CONTROL
 FF1852  ______________________________________________________________________
 FF1852* NAD 83(1997) POSITION- 35 12 02.01690(N) 091 35 56.74234(W)   ADJUSTED
 FF1852* NAVD 88 ORTHO HEIGHT -    69.    (meters)      226.    (feet) SCALED
 FF1852  ______________________________________________________________________
 FF1852  GEOID HEIGHT    -        -27.366 (meters)                     GEOID18
 FF1852  LAPLACE CORR    -         -0.35  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1852.GEOID18 height accuracy estimate available here.
 FF1852
 FF1852.Click photographs - Photos may exist for this station.
 FF1852
 FF1852.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1852
 FF1852. The following values were computed from the NAD 83(1997) position.
 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     -   0.99999346  x   0.99995822  =   0.99995168
 FF1852!UTM  15      -   0.99999346  x   0.99980043  =   0.99979389
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXU2752696183(NAD 83)
 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
 FF1852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1852.See file dsdata.pdf to determine how the superseded data were derived.
 FF1852
 FF1852_MARKER: DS = TRIANGULATION STATION DISK
 FF1852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1852_STAMPING: POINT 1954
 FF1852_MARK LOGO: CGS
 FF1852_PROJECTION: FLUSH
 FF1852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1852+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1791 ***********************************************************************
 FG1791  DESIGNATION -  POINT PETER
 FG1791  PID         -  FG1791
 FG1791  STATE/COUNTY-  AR/SEARCY
 FG1791  COUNTRY     -  US
 FG1791  USGS QUAD   -  SNOWBALL (2017)
 FG1791
 FG1791                         *CURRENT SURVEY CONTROL
 FG1791  ______________________________________________________________________
 FG1791* NAD 83(1997) POSITION- 35 55 59.09859(N) 092 52 10.10805(W)   ADJUSTED
 FG1791* NAVD 88 ORTHO HEIGHT -   582.    (meters)     1909.    (feet) SCALED
 FG1791  ______________________________________________________________________
 FG1791  GEOID HEIGHT    -        -28.207 (meters)                     GEOID18
 FG1791  LAPLACE CORR    -          0.39  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1791.GEOID18 height accuracy estimate available here.
 FG1791
 FG1791.Click photographs - Photos may exist for this station.
 FG1791
 FG1791.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1791
 FG1791. The following values were computed from the NAD 83(1997) position.
 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  =   0.99986750
 FG1791!UTM  15      -   0.99991307  x   0.99960171  =   0.99951482
 FG1791
 FG1791:                Primary Azimuth Mark                     Grid Az
 FG1791:SPC AR N     -  ROUND HILL LOOKOUT TOWER                 212 32 52.8
 FG1791:UTM  15      -  ROUND HILL LOOKOUT TOWER                 211 57 55.6
 FG1791
 FG1791_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV1177376534(NAD 83)
 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
 FG1791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1791.See file dsdata.pdf to determine how the superseded data were derived.
 FG1791
 FG1791_MARKER: DS = TRIANGULATION STATION DISK
 FG1791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1791_STAMPING: POINT PETER 1953
 FG1791_MARK LOGO: CGS
 FG1791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1791+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1711 ***********************************************************************
 FG1711  DESIGNATION -  POINT PISGAH
 FG1711  PID         -  FG1711
 FG1711  STATE/COUNTY-  AR/FAULKNER
 FG1711  COUNTRY     -  US
 FG1711  USGS QUAD   -  GREENBRIER (2017)
 FG1711
 FG1711                         *CURRENT SURVEY CONTROL
 FG1711  ______________________________________________________________________
 FG1711* NAD 83(1997) POSITION- 35 07 33.12418(N) 092 29 16.84880(W)   ADJUSTED
 FG1711* NAVD 88 ORTHO HEIGHT -   185.    (meters)      607.    (feet) SCALED
 FG1711  ______________________________________________________________________
 FG1711  GEOID HEIGHT    -        -28.103 (meters)                     GEOID18
 FG1711  LAPLACE CORR    -          3.02  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1711.GEOID18 height accuracy estimate available here.
 FG1711
 FG1711.Click photographs - Photos may exist for this station.
 FG1711
 FG1711.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1711
 FG1711. The following values were computed from the NAD 83(1997) position.
 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     -   0.99997538  x   0.99996773  =   0.99994311
 FG1711!UTM  15      -   0.99997538  x   0.99962682  =   0.99960221
 FG1711
 FG1711:                Primary Azimuth Mark                     Grid Az
 FG1711:SPC AR N     -  POINT PISGAH AZ MK RESET                 184 12 52.9
 FG1711:UTM  15      -  POINT PISGAH AZ MK RESET                 183 38 10.1
 FG1711
 FG1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU4664887121(NAD 83)
 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
 FG1711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1711.See file dsdata.pdf to determine how the superseded data were derived.
 FG1711
 FG1711_MARKER: DS = TRIANGULATION STATION DISK
 FG1711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FG1711_STAMPING: POINT PISGAH 1940
 FG1711_MARK LOGO: CGS
 FG1711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FG1711+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 DL1433 ***********************************************************************
 DL1433  DESIGNATION -  POISON SPRINGS LOT
 DL1433  PID         -  DL1433
 DL1433  STATE/COUNTY-  AR/OUACHITA
 DL1433  COUNTRY     -  US
 DL1433  USGS QUAD   -  CHIDESTER (2017)
 DL1433
 DL1433                         *CURRENT SURVEY CONTROL
 DL1433  ______________________________________________________________________
 DL1433* NAD 83(1997) POSITION- 33 39 00.99419(N) 093 01 31.67821(W)   ADJUSTED
 DL1433* NAVD 88 ORTHO HEIGHT -    76.    (meters)      249.    (feet) SCALED
 DL1433  ______________________________________________________________________
 DL1433  GEOID HEIGHT    -        -26.434 (meters)                     GEOID18
 DL1433  LAPLACE CORR    -          0.93  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1433.GEOID18 height accuracy estimate available here.
 DL1433
 DL1433.Click photographs - Photos may exist for this station.
 DL1433
 DL1433.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1433
 DL1433. The following values were computed from the NAD 83(1997) position.
 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  =   0.99959229
 DL1433
 DL1433_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVT9763823380(NAD 83)
 DL1433
 DL1433                          SUPERSEDED SURVEY CONTROL
 DL1433
 DL1433  NAD 83(1993)-  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
 DL1433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1433.See file dsdata.pdf to determine how the superseded data were derived.
 DL1433
 DL1433_MARKER: 57 = LOOKOUT TOWER
 DL1433_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1433+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2012
 DL1433
 DL1433  HISTORY     - Date     Condition        Report By
 DL1433  HISTORY     - 1941     FIRST OBSERVED   CGS
 DL1433  HISTORY     - 1942     GOOD             CGS
 DL1433  HISTORY     - 1942     GOOD             CGS
 DL1433  HISTORY     - 20120322 GOOD             GEOCAC
 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.
 DL1433
 DL1433                          STATION RECOVERY (2012)
 DL1433
 DL1433'RECOVERY NOTE BY GEOCACHING 2012 (JA)
 DL1433'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1946 ***********************************************************************
 FF1946  DESIGNATION -  POKER
 FF1946  PID         -  FF1946
 FF1946  STATE/COUNTY-  AR/CRITTENDEN
 FF1946  COUNTRY     -  US
 FF1946  USGS QUAD   -  JERICHO (2017)
 FF1946
 FF1946                         *CURRENT SURVEY CONTROL
 FF1946  ______________________________________________________________________
 FF1946* NAD 83(1997) POSITION- 35 19 37.26195(N) 090 08 19.32699(W)   ADJUSTED
 FF1946* NAVD 88 ORTHO HEIGHT -    75.6   (meters)      248.    (feet) VERTCON3
 FF1946  ______________________________________________________________________
 FF1946  GEOID HEIGHT    -        -27.410 (meters)                     GEOID18
 FF1946  LAPLACE CORR    -          0.43  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1946.GEOID18 height accuracy estimate available here.
 FF1946
 FF1946.Click photographs - Photos may exist for this station.
 FF1946
 FF1946.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1946
 FF1946. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 FF1946:SPC AR N     -  POKER AZ MK                              188 03 08.6
 FF1946:SPC TN       -  POKER AZ MK                              191 33 30.4
 FF1946:UTM  15      -  POKER AZ MK                              187 28 48.1
 FF1946
 FF1946_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV6009113066(NAD 83)
 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(1995)-  35 19 37.26223(N)    090 08 19.32686(W) AD(       ) 1
 FF1946  NAD 83(1993)-  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
 FF1946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1946.See file dsdata.pdf to determine how the superseded data were derived.
 FF1946
 FF1946_MARKER: DH = HORIZONTAL CONTROL DISK
 FF1946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1946_STAMPING: POKER 1979
 FF1946_MARK LOGO: NGS
 FF1946_PROJECTION: FLUSH
 FF1946_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FF1946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FF1946+STABILITY: SURFACE MOTION
 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 (7-1/2 MI.)
 FF1946'EAST-SOUTHEAST OF TURRELL AND ATOP THE WEST LEVEE OF THE MISSISSIPPI
 FF1946'RIVER.  PERMISSION WAS OBTAINED FROM ST. FRANCIS LEVEE DISTRICT, MR.
 FF1946'B.B. FAIR, CHIEF ENGINEER, P.O. BOX 308, WEST MEMPHIS, AR. 72301.
 FF1946'TELEPHONE 735-1062.
 FF1946'
 FF1946'TO REACH THE STATION FROM THE POST OFFICE IN CLARKEDALE, AT THE
 FF1946'JUNCTION OF STATE HIGHWAYS 50 AND 77, GO EAST ON A PAVED ROAD,
 FF1946'CROSSING A RAILROAD TRACK, FOR 3.3 MILES (5.31 KM.) TO WHERE THE PAVED
 FF1946'ROAD TURNS LEFT AND A GRAVEL ROAD AHEAD.  CONTINUE EAST, STRAIGHT
 FF1946'AHEAD ON A GRAVEL ROAD FOR 1.35 MILES (2.  (2.17 KM.) TO THE TOP OF A
 FF1946'LEVEE AND A GATE ON THE LEFT.  TURN LEFT, PASS THROUGH THE GATE AND GO
 FF1946'NORTH ALONG THE TOP OF THE LEVEE FOR 1.45 MILES (2.33 KM.) TO THE
 FF1946'AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH ON THE LEVEE FOR 0.45 MILE
 FF1946'(0.72 KM.) TO STATION ON THE RIGHT, JUST BEFORE REACHING A LOCKED
 FF1946'GATE.
 FF1946'
 FF1946'THE STATION IS A STANDARD NGS DISK STAMPED ---POKER 1979---, SET INTO
 FF1946'THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH
 FF1946'GROUND.  IT IS LOCATED 99.67 METERS SOUTH-SOUTHEAST FROM A METAL GATE,
 FF1946'5.5 METERS EAST FROM THE CENTER OF THE LEVEE ROAD AND 0.9 METER
 FF1946'NORTH-NORTHEAST FROM A METAL WITNESS POST.  THE UNDERGROUND MARK IS A
 FF1946'STANDARD NGS DISK STAMPED ---POKER 1979---, SET INTO THE TOP OF AN
 FF1946'IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE GROUND.
 FF1946'
 FF1946'REFERENCE MARK NUMBER 01 IS A STANDARD NGS DISK STAMPED
 FF1946'---POKER NO 1 1979---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FF1946'30 CM IN DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 2.0 METERS
 FF1946'EAST-NORTHEAST FROM THE CENTER OF THE LEVEE ROAD AND 0.7 METER
 FF1946'NORTH-NORTHWEST FROM A METAL WITNESS POST.  MARK IS LEVEL WITH
 FF1946'STATION.
 FF1946'
 FF1946'REFERENCE MARK NUMBER 02 IS A STANDARD NGS DISK STAMPED
 FF1946'---POKER NO 2 1979---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FF1946'30 CM IN DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 3.8 METERS
 FF1946'WEST-NORTHWEST FROM THE CENTER OF THE LEVEE ROAD AND 0.25 METER EAST
 FF1946'FROM A METAL WITNESS POST.  MARK IS BELOW STATION 0.3 METERS.
 FF1946'
 FF1946'AZIMUTH MARK NUMBER 01 IS A STANDARD NGS DISK STAMPED
 FF1946'---POKER 1979---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM
 FF1946'IN DIAMETER FLUSH WITH GROUND.  IT IS LOCATED 4.2 METERS NORTHWEST
 FF1946'FROM THE CENTER OF THE LEVEE ROAD AND 0.45 METERS SOUTH-SOUTHEAST FROM
 FF1946'A METAL WITNESS POST.
 FF1946'
 FF1946'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 30.1 METERS.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FF1947 ***********************************************************************
 FF1947  DESIGNATION -  POKER AZ MK
 FF1947  PID         -  FF1947
 FF1947  STATE/COUNTY-  AR/CRITTENDEN
 FF1947  COUNTRY     -  US
 FF1947  USGS QUAD   -  JERICHO (2017)
 FF1947
 FF1947                         *CURRENT SURVEY CONTROL
 FF1947  ______________________________________________________________________
 FF1947* NAD 83(1997) POSITION- 35 19 14.35465(N) 090 08 23.82156(W)   ADJUSTED
 FF1947* NAVD 88 ORTHO HEIGHT -    75.1   (meters)      246.    (feet) VERTCON3
 FF1947  ______________________________________________________________________
 FF1947  GEOID HEIGHT    -        -27.404 (meters)                     GEOID18
 FF1947  LAPLACE CORR    -          0.39  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FF1947.GEOID18 height accuracy estimate available here.
 FF1947
 FF1947.Click photographs - Photos may exist for this station.
 FF1947
 FF1947.The Laplace correction was computed from DEFLEC18 derived deflections.
 FF1947
 FF1947. The following values were computed from the NAD 83(1997) position.
 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  =   1.00042567
 FF1947
 FF1947_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYV5999812356(NAD 83)
 FF1947
 FF1947                          SUPERSEDED SURVEY CONTROL
 FF1947
 FF1947  NAD 83(1995)-  35 19 14.35494(N)    090 08 23.82143(W) AD(       ) 2
 FF1947  NAD 83(1993)-  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
 FF1947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FF1947.See file dsdata.pdf to determine how the superseded data were derived.
 FF1947
 FF1947_MARKER: DZ = AZIMUTH MARK DISK
 FF1947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FF1947_STAMPING: POKER 1979
 FF1947_MARK LOGO: NGS
 FF1947_PROJECTION: FLUSH
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0872 ***********************************************************************
 GF0872  DESIGNATION -  POLECAT
 GF0872  PID         -  GF0872
 GF0872  STATE/COUNTY-  AR/MADISON
 GF0872  COUNTRY     -  US
 GF0872  USGS QUAD   -  SANDSTONE MOUNTAIN (2017)
 GF0872
 GF0872                         *CURRENT SURVEY CONTROL
 GF0872  ______________________________________________________________________
 GF0872* NAD 83(1997) POSITION- 36 18 03.23980(N) 093 50 26.76372(W)   ADJUSTED
 GF0872* NAVD 88 ORTHO HEIGHT -   485.    (meters)     1591.    (feet) SCALED
 GF0872  ______________________________________________________________________
 GF0872  GEOID HEIGHT    -        -28.121 (meters)                     GEOID18
 GF0872  LAPLACE CORR    -         -0.03  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0872.GEOID18 height accuracy estimate available here.
 GF0872
 GF0872.Click photographs - Photos may exist for this station.
 GF0872
 GF0872.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0872
 GF0872. The following values were computed from the NAD 83(1997) position.
 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     -   0.99992828  x   1.00001405  =   0.99994233
 GF0872!UTM  15      -   0.99992828  x   0.99967021  =   0.99959851
 GF0872
 GF0872:                Primary Azimuth Mark                     Grid Az
 GF0872:SPC AR N     -  LARUE                                    277 04 44.9
 GF0872:UTM  15      -  LARUE                                    276 30 20.8
 GF0872
 GF0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA2451117651(NAD 83)
 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(1993)-  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
 GF0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0872.See file dsdata.pdf to determine how the superseded data were derived.
 GF0872
 GF0872_MARKER: DS = TRIANGULATION STATION DISK
 GF0872_SETTING: 66 = SET IN ROCK OUTCROP
 GF0872_STAMPING: POLECAT 1961
 GF0872_MARK LOGO: CGS
 GF0872_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GF0872+STABILITY: POSITION/ELEVATION WELL
 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 = MARCH 20, 2026 22:17:28 EDT
 DK2001 ***********************************************************************
 DK2001  DESIGNATION -  POLK
 DK2001  PID         -  DK2001
 DK2001  STATE/COUNTY-  AR/CHICOT
 DK2001  COUNTRY     -  US
 DK2001  USGS QUAD   -  HALLEY (2017)
 DK2001
 DK2001                         *CURRENT SURVEY CONTROL
 DK2001  ______________________________________________________________________
 DK2001* NAD 83(1997) POSITION- 33 30 17.73957(N) 091 17 51.95481(W)   ADJUSTED
 DK2001* NAVD 88 ORTHO HEIGHT -    42.    (meters)      138.    (feet) SCALED
 DK2001  ______________________________________________________________________
 DK2001  GEOID HEIGHT    -        -26.335 (meters)                     GEOID18
 DK2001  LAPLACE CORR    -         -2.43  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK2001.GEOID18 height accuracy estimate available here.
 DK2001
 DK2001.Click photographs - Photos may exist for this station.
 DK2001
 DK2001.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK2001
 DK2001. The following values were computed from the NAD 83(1997) position.
 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:                Primary Azimuth Mark                     Grid Az
 DK2001:SPC AR S     -  DERMOTT                                  278 09 11.0
 DK2001:UTM  15      -  DERMOTT                                  277 36 22.5
 DK2001
 DK2001_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXT5811208562(NAD 83)
 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(1993)-  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
 DK2001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2001.See file dsdata.pdf to determine how the superseded data were derived.
 DK2001
 DK2001_MARKER: DS = TRIANGULATION STATION DISK
 DK2001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2001_STAMPING: POLK 1939
 DK2001_MARK LOGO: CGS
 DK2001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK2001+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 EK0829 ***********************************************************************
 EK0829  DESIGNATION -  POLK
 EK0829  PID         -  EK0829
 EK0829  STATE/COUNTY-  AR/POLK
 EK0829  COUNTRY     -  US
 EK0829  USGS QUAD   -  MENA (2017)
 EK0829
 EK0829                         *CURRENT SURVEY CONTROL
 EK0829  ______________________________________________________________________
 EK0829* NAD 83(1997) POSITION- 34 34 42.45217(N) 094 13 59.69383(W)   ADJUSTED
 EK0829* NAVD 88 ORTHO HEIGHT -   363.    (meters)     1191.    (feet) SCALED
 EK0829  ______________________________________________________________________
 EK0829  GEOID HEIGHT    -        -30.125 (meters)                     GEOID18
 EK0829  LAPLACE CORR    -          3.83  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 EK0829.GEOID18 height accuracy estimate available here.
 EK0829
 EK0829.Click photographs - Photos may exist for this station.
 EK0829
 EK0829.The Laplace correction was computed from DEFLEC18 derived deflections.
 EK0829
 EK0829. The following values were computed from the NAD 83(1997) position.
 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  =   0.99991118
 EK0829!UTM  15      -   0.99994773  x   0.99975770  =   0.99970545
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU8688626988(NAD 83)
 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(1993)-  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
 EK0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EK0829.See file dsdata.pdf to determine how the superseded data were derived.
 EK0829
 EK0829_MARKER: DS = TRIANGULATION STATION DISK
 EK0829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EK0829_STAMPING: POLK 1952
 EK0829_MARK LOGO: CGS
 EK0829_PROJECTION: FLUSH
 EK0829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EK0829+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 CX6087 ***********************************************************************
 CX6087  DESIGNATION -  POLK AZ MK
 CX6087  PID         -  CX6087
 CX6087  STATE/COUNTY-  AR/POLK
 CX6087  COUNTRY     -  US
 CX6087  USGS QUAD   -  MENA (2017)
 CX6087
 CX6087                         *CURRENT SURVEY CONTROL
 CX6087  ______________________________________________________________________
 CX6087* NAD 83(1986) POSITION- 34 34 57.8    (N) 094 14 11.4    (W)   HD_HELD2
 CX6087* NAVD 88 ORTHO HEIGHT -   349.114 (meters)     1145.38  (feet) ADJUSTED
 CX6087  ______________________________________________________________________
 CX6087  GEOID HEIGHT    -        -30.149 (meters)                     GEOID18
 CX6087  DYNAMIC HEIGHT  -        348.737 (meters)     1144.15  (feet) COMP
 CX6087  MODELED GRAVITY -    979,544.5   (mgal)                       NAVD 88
 CX6087
 CX6087  VERT ORDER      -  FIRST     CLASS II
 CX6087
 CX6087.The horizontal coordinates were established by autonomous hand held GPS
 CX6087.observations and have an estimated accuracy of +/- 10 meters.
 CX6087
 CX6087.The orthometric height was determined by differential leveling and
 CX6087.adjusted by the NATIONAL GEODETIC SURVEY
 CX6087.in May 2024.
 CX6087
 CX6087.Significant digits in the geoid height do not necessarily reflect accuracy.
 CX6087.GEOID18 height accuracy estimate available here.
 CX6087
 CX6087.Click photographs - Photos may exist for this station.
 CX6087
 CX6087.The dynamic height is computed by dividing the NAVD 88
 CX6087.geopotential number by the normal gravity value computed on the
 CX6087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX6087.degrees latitude (g = 980.6199 gals.).
 CX6087
 CX6087.The modeled gravity was interpolated from observed gravity values.
 CX6087
 CX6087;                    North         East    Units  Estimated Accuracy
 CX6087;SPC AR S     -   614,760.      194,827.      MT  (+/- 10 meters HH2 GPS)
 CX6087
 CX6087_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUU8659427464(NAD 83)
 CX6087
 CX6087                          SUPERSEDED SURVEY CONTROL
 CX6087
 CX6087.No superseded survey control is available for this station.
 CX6087
 CX6087_MARKER: DZ = AZIMUTH MARK DISK
 CX6087_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 CX6087_SP_SET: SIDEWALK
 CX6087_STAMPING: POLK 1952
 CX6087_MARK LOGO: CGS
 CX6087_MAGNETIC: N = NO MAGNETIC MATERIAL
 CX6087_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX6087_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CX6087+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2024
 CX6087
 CX6087  HISTORY     - Date     Condition        Report By
 CX6087  HISTORY     - 1952     MONUMENTED       CGS
 CX6087  HISTORY     - 20240227 GOOD             ARHD
 CX6087
 CX6087                          STATION DESCRIPTION
 CX6087
 CX6087'DESCRIBED BY ARKANSAS DEPARTMENT OF TRANSPORTATION 2024 (JDH)
 CX6087'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 GG0663 ***********************************************************************
 GG0663  DESIGNATION -  POND
 GG0663  PID         -  GG0663
 GG0663  STATE/COUNTY-  AR/BENTON
 GG0663  COUNTRY     -  US
 GG0663  USGS QUAD   -  GENTRY (2017)
 GG0663
 GG0663                         *CURRENT SURVEY CONTROL
 GG0663  ______________________________________________________________________
 GG0663* NAD 83(1997) POSITION- 36 22 18.52113(N) 094 22 32.35496(W)   ADJUSTED
 GG0663* NAVD 88 ORTHO HEIGHT -   412.84  (+/-2cm)     1354.5   (feet) VERTCON3
 GG0663  ______________________________________________________________________
 GG0663  GEOID HEIGHT    -        -28.110 (meters)                     GEOID18
 GG0663  LAPLACE CORR    -          0.80  (seconds)                    DEFLEC18
 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
 GG0663.Significant digits in the geoid height do not necessarily reflect accuracy.
 GG0663.GEOID18 height accuracy estimate available here.
 GG0663
 GG0663.The vertical order pertains to the NGVD 29 superseded value.
 GG0663
 GG0663.Click photographs - Photos may exist for this station.
 GG0663
 GG0663.The Laplace correction was computed from DEFLEC18 derived deflections.
 GG0663
 GG0663. The following values were computed from the NAD 83(1997) position.
 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     -   0.99993962  x   1.00003031  =   0.99996993
 GG0663!SPC MO W     -   0.99993962  x   0.99994271  =   0.99988234
 GG0663!UTM  15      -   0.99993962  x   0.99978763  =   0.99972727
 GG0663
 GG0663:                Primary Azimuth Mark                     Grid Az
 GG0663:SPC AR N     -  POND AZ MK                               111 07 02.7
 GG0663:SPC MO W     -  POND AZ MK                               109 39 40.6
 GG0663:UTM  15      -  POND AZ MK                               110 33 03.3
 GG0663
 GG0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA7659626067(NAD 83)
 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(1993)-  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             412.70   (m)         1354.0    (f) LEVELING    3  
 GG0663
 GG0663.Superseded values are not recommended for survey control.
 GG0663
 GG0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0663.See file dsdata.pdf to determine how the superseded data were derived.
 GG0663
 GG0663_MARKER: DS = TRIANGULATION STATION DISK
 GG0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0663_STAMPING: POND 1961
 GG0663_MARK LOGO: CGS
 GG0663_PROJECTION: PROJECTING 13 CENTIMETERS
 GG0663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0663+STABILITY: SURFACE MOTION
 GG0663
 GG0663  HISTORY     - Date     Condition        Report By
 GG0663  HISTORY     - 1961     MONUMENTED       CGS
 GG0663  HISTORY     - 1988     GOOD             USPSQD
 GG0663  HISTORY     - 20100323 MARK NOT FOUND   AR-007
 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.
 GG0663
 GG0663                          STATION RECOVERY (2010)
 GG0663
 GG0663'RECOVERY NOTE BY BENTON COUNTY ARKANSAS 2010 (GT)
 GG0663'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MARCH 20, 2026 22:17:28 EDT
 FG1669 ***********************************************************************
 FG1669  DESIGNATION -  POND MOUNTAIN
 FG1669  PID         -  FG1669
 FG1669  STATE/COUNTY-  AR/CLEBURNE
 FG1669  COUNTRY     -  US
 FG1669  USGS QUAD   -  PARMA (2017)
 FG1669
 FG1669                         *CURRENT SURVEY CONTROL
 FG1669  ______________________________________________________________________
 FG1669* NAD 83(1997) POSITION- 35 41 35.99389(N) 092 11 25.95705(W)   ADJUSTED
 FG1669* NAVD 88 ORTHO HEIGHT -   364.    (meters)     1194.    (feet) SCALED
 FG1669  ______________________________________________________________________
 FG1669  GEOID HEIGHT    -        -27.573 (meters)                     GEOID18
 FG1669  LAPLACE CORR    -          1.97  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1669.GEOID18 height accuracy estimate available here.
 FG1669
 FG1669.Click photographs - Photos may exist for this station.
 FG1669
 FG1669.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1669
 FG1669. The following values were computed from the NAD 83(1997) position.
 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     -   0.99994718  x   0.99993774  =   0.99988493
 FG1669!UTM  15      -   0.99994718  x   0.99966609  =   0.99961329
 FG1669
 FG1669:                Primary Azimuth Mark                     Grid Az
 FG1669:SPC AR N     -  POND MOUNTAIN AZ MK                      210 36 49.1
 FG1669:UTM  15      -  POND MOUNTAIN AZ MK                      210 01 49.6
 FG1669
 FG1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV7323650237(NAD 83)
 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
 FG1669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FG1669.See file dsdata.pdf to determine how the superseded data were derived.
 FG1669
 FG1669_MARKER: DB = BENCH MARK DISK
 FG1669_SETTING: 66 = SET IN ROCK OUTCROP
 FG1669_STAMPING: POND MOUNTAIN
 FG1669_MARK LOGO: USGS
 FG1669_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FG1669+STABILITY: POSITION/ELEVATION WELL
 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 = MARCH 20, 2026 22:17:28 EDT
 GF0871 ***********************************************************************
 GF0871  DESIGNATION -  POND MOUNTAIN
 GF0871  PID         -  GF0871
 GF0871  STATE/COUNTY-  AR/CARROLL
 GF0871  COUNTRY     -  US
 GF0871  USGS QUAD   -  SANDSTONE MOUNTAIN (2017)
 GF0871
 GF0871                         *CURRENT SURVEY CONTROL
 GF0871  ______________________________________________________________________
 GF0871* NAD 83(1997) POSITION- 36 21 41.99470(N) 093 45 25.36701(W)   ADJUSTED
 GF0871* NAVD 88 ORTHO HEIGHT -   545.    (meters)     1788.    (feet) SCALED
 GF0871  ______________________________________________________________________
 GF0871  GEOID HEIGHT    -        -28.190 (meters)                     GEOID18
 GF0871  LAPLACE CORR    -         -0.63  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 GF0871.GEOID18 height accuracy estimate available here.
 GF0871
 GF0871.Click photographs - Photos may exist for this station.
 GF0871
 GF0871.The Laplace correction was computed from DEFLEC18 derived deflections.
 GF0871
 GF0871. The following values were computed from the NAD 83(1997) position.
 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  =   0.99994676
 GF0871!SPC MO W     -   0.99991887  x   0.99999593  =   0.99991480
 GF0871!UTM  15      -   0.99991887  x   0.99965683  =   0.99957573
 GF0871
 GF0871:                Primary Azimuth Mark                     Grid Az
 GF0871:SPC AR N     -  POND MOUNTAIN AZ MK                      317 45 23.6
 GF0871:SPC MO W     -  POND MOUNTAIN AZ MK                      316 17 37.1
 GF0871:UTM  15      -  POND MOUNTAIN AZ MK                      317 10 58.8
 GF0871
 GF0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA3208124329(NAD 83)
 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(1993)-  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
 GF0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GF0871.See file dsdata.pdf to determine how the superseded data were derived.
 GF0871
 GF0871_MARKER: DS = TRIANGULATION STATION DISK
 GF0871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GF0871_STAMPING: POND MTN 1940
 GF0871_MARK LOGO: CGS
 GF0871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GF0871+STABILITY: SURFACE MOTION
 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 = MARCH 20, 2026 22:17:28 EDT
 FG1838 ***********************************************************************
 FG1838  DESIGNATION -  PONTOON
 FG1838  PID         -  FG1838
 FG1838  STATE/COUNTY-  AR/CONWAY
 FG1838  COUNTRY     -  US
 FG1838  USGS QUAD   -  CASA (2017)
 FG1838
 FG1838                         *CURRENT SURVEY CONTROL
 FG1838  ______________________________________________________________________
 FG1838* NAD 83(1997) POSITION- 35 05 54.12875(N) 093 00 24.33510(W)   ADJUSTED
 FG1838* NAVD 88 ORTHO HEIGHT -   122.    (meters)      400.    (feet) SCALED
 FG1838  ______________________________________________________________________
 FG1838  GEOID HEIGHT    -        -28.923 (meters)                     GEOID18
 FG1838  LAPLACE CORR    -          5.10  (seconds)                    DEFLEC18
 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.Significant digits in the geoid height do not necessarily reflect accuracy.
 FG1838.GEOID18 height accuracy estimate available here.
 FG1838
 FG1838.Click photographs - Photos may exist for this station.
 FG1838
 FG1838.The Laplace correction was computed from DEFLEC18 derived deflections.
 FG1838
 FG1838. The following values were computed from the NAD 83(1997) position.
 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     -   0.99998539  x   0.99997166  =   0.99995705
 FG1838!UTM  15      -   0.99998539  x   0.99960000  =   0.99958540
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVU9938383951(NAD 83)
 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 